














                                  SURVEY CONTROL DATA
                                
                             STATE=KY
                             [OCTOBER  8, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0214 ***********************************************************************
 HB0214  DESIGNATION -  0+36 A USE
 HB0214  PID         -  HB0214
 HB0214  STATE/COUNTY-  KY/LIVINGSTON
 HB0214  USGS QUAD   -  GRAND RIVERS (1993)
 HB0214
 HB0214                         *CURRENT SURVEY CONTROL
 HB0214  ___________________________________________________________________
 HB0214* NAD 83(1986)-  37 01 11.     (N)    088 13 30.     (W)     SCALED    
 HB0214* NAVD 88     -       116.211  (meters)     381.27   (feet)  ADJUSTED  
 HB0214  ___________________________________________________________________
 HB0214  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HB0214  DYNAMIC HT  -         116.124 (meters)     380.98  (feet)  COMP
 HB0214  MODELED GRAV-     979,884.3   (mgal)                       NAVD 88
 HB0214
 HB0214  VERT ORDER  -  FIRST     CLASS I
 HB0214
 HB0214.The horizontal coordinates were scaled from a topographic map and have
 HB0214.an estimated accuracy of +/- 6 seconds.
 HB0214
 HB0214.The orthometric height was determined by differential leveling
 HB0214.and adjusted by the National Geodetic Survey in June 1991..
 HB0214
 HB0214.The geoid height was determined by GEOID03.
 HB0214
 HB0214.The dynamic height is computed by dividing the NAVD 88
 HB0214.geopotential number by the normal gravity value computed on the
 HB0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0214.degrees latitude (g = 980.6199 gals.).
 HB0214
 HB0214.The modeled gravity was interpolated from observed gravity values.
 HB0214
 HB0214;                    North         East    Units  Estimated Accuracy
 HB0214;SPC KY1Z     - 1,079,100.    1,279,780.      MT  (+/- 180 meters Scaled)
 HB0214
 HB0214                          SUPERSEDED SURVEY CONTROL
 HB0214
 HB0214  NGVD 29 (??/??/??)  116.282  (m)          381.50   (f) ADJUSTED    1 1
 HB0214
 HB0214.Superseded values are not recommended for survey control.
 HB0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0214.See file dsdata.txt to determine how the superseded data were derived.
 HB0214
 HB0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF910977(NAD 83)
 HB0214_MARKER: DD = SURVEY DISK
 HB0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0214_SP_SET: WALKWAY
 HB0214_STAMPING: 0+36A 381.877 19+28-620L 1960
 HB0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0214
 HB0214  HISTORY     - Date     Condition        Report By
 HB0214  HISTORY     - 1960     MONUMENTED       DOD
 HB0214  HISTORY     - 1968     GOOD             CGS
 HB0214
 HB0214                          STATION DESCRIPTION
 HB0214
 HB0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0214'AT BARKLEY DAM.
 HB0214'AT BARKLEY DAM, A U.S. ENGINEERS DISK SET IN THE TOP OF THE
 HB0214'CONCRETE WALKWAY ON THE LAND WALL OF THE NAVIGATION LOCK, 11 FEET
 HB0214'SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST LOCK GATE, 212
 HB0214'FEET NORTHWEST OF THE NORTHWEST WALL OF A BRICK BUILDING WHICH
 HB0214'IS LOCATED ON THE SOUTHWEST SIDE OF THE LOCK, 22 FEET SOUTHEAST
 HB0214'OF THE SOUTHEAST FACE OF THE FOURTH CONCRETE PIER NORTHEAST OF
 HB0214'THE SOUTHWEST END OF THE ILLINOIS CENTRAL RAILROAD BRIDGE OVER
 HB0214'THE LOCK AND DAM, 8 FEET NORTHWEST OF A METAL GUARD RAIL, AND
 HB0214'ABOUT 20 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2697 ***********************************************************************
 GY2697  DESIGNATION -  1 21 CWH
 GY2697  PID         -  GY2697
 GY2697  STATE/COUNTY-  KY/CLAY
 GY2697  USGS QUAD   -  OGLE (1979)
 GY2697
 GY2697                         *CURRENT SURVEY CONTROL
 GY2697  ___________________________________________________________________
 GY2697* NAD 83(1986)-  37 01 45.     (N)    083 42 52.     (W)     SCALED    
 GY2697* NAVD 88     -       305.257  (meters)    1001.50   (feet)  ADJUSTED  
 GY2697  ___________________________________________________________________
 GY2697  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GY2697  DYNAMIC HT  -         305.009 (meters)    1000.68  (feet)  COMP
 GY2697  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 GY2697
 GY2697  VERT ORDER  -  SECOND    CLASS 0
 GY2697
 GY2697.The horizontal coordinates were scaled from a topographic map and have
 GY2697.an estimated accuracy of +/- 6 seconds.
 GY2697
 GY2697.The orthometric height was determined by differential leveling
 GY2697.and adjusted by the National Geodetic Survey in June 1991..
 GY2697
 GY2697.The geoid height was determined by GEOID03.
 GY2697
 GY2697.The dynamic height is computed by dividing the NAVD 88
 GY2697.geopotential number by the normal gravity value computed on the
 GY2697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2697.degrees latitude (g = 980.6199 gals.).
 GY2697
 GY2697.The modeled gravity was interpolated from observed gravity values.
 GY2697
 GY2697;                    North         East    Units  Estimated Accuracy
 GY2697;SPC KY1Z     - 1,079,200.    1,681,110.      MT  (+/- 180 meters Scaled)
 GY2697
 GY2697                          SUPERSEDED SURVEY CONTROL
 GY2697
 GY2697  NGVD 29 (??/??/92)  305.414  (m)         1002.01   (f) ADJ UNCH    2 0
 GY2697
 GY2697.Superseded values are not recommended for survey control.
 GY2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2697.See file dsdata.txt to determine how the superseded data were derived.
 GY2697
 GY2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB585015(NAD 83)
 GY2697_MARKER: DD = SURVEY DISK
 GY2697_SETTING: 66 = SET IN ROCK OUTCROP
 GY2697_SP_SET: ROCK OUTCROP
 GY2697_STAMPING: 1-21 CWH 1952 1002.012
 GY2697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2697+STABILITY: POSITION/ELEVATION WELL
 GY2697
 GY2697  HISTORY     - Date     Condition        Report By
 GY2697  HISTORY     - 1952     MONUMENTED       USGS
 GY2697  HISTORY     - 1952     GOOD             NGS
 GY2697  HISTORY     - 1957     GOOD             NGS
 GY2697
 GY2697                          STATION DESCRIPTION
 GY2697
 GY2697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY2697'AT OGLE.
 GY2697'AT OGLE, SET IN THE TOP OF AN 8 BY 5 FOOT OUTCROP OF ROCK WHICH
 GY2697'IS IN CENTER OF BED OF A SMALL CREEK, ABOUT 75 YARDS NORTH-NORTHWEST
 GY2697'AND ACROSS NARROW GRAVEL ROAD FROM POST OFFICE, 78 FEET
 GY2697'NORTHWEST OF CENTER LINE OF ROAD, 72 FEET NORTHWEST OF NORTHWEST
 GY2697'EDGE OF WOODEN BRIDGE OVER CREEK, 17 FEET NORTHEAST OF A FENCE
 GY2697'LINE, AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
 GY2697
 GY2697                          STATION RECOVERY (1957)
 GY2697
 GY2697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2728 ***********************************************************************
 GY2728  DESIGNATION -  1 73 CWH
 GY2728  PID         -  GY2728
 GY2728  STATE/COUNTY-  KY/CLAY
 GY2728  USGS QUAD   -  CREEKVILLE (1979)
 GY2728
 GY2728                         *CURRENT SURVEY CONTROL
 GY2728  ___________________________________________________________________
 GY2728* NAD 83(1986)-  37 02 41.     (N)    083 37 02.     (W)     SCALED    
 GY2728* NAVD 88     -       506.460  (meters)    1661.61   (feet)  ADJUSTED  
 GY2728  ___________________________________________________________________
 GY2728  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GY2728  DYNAMIC HT  -         506.052 (meters)    1660.27  (feet)  COMP
 GY2728  MODELED GRAV-     979,808.3   (mgal)                       NAVD 88
 GY2728
 GY2728  VERT ORDER  -  SECOND    CLASS 0
 GY2728
 GY2728.The horizontal coordinates were scaled from a topographic map and have
 GY2728.an estimated accuracy of +/- 6 seconds.
 GY2728
 GY2728.The orthometric height was determined by differential leveling
 GY2728.and adjusted by the National Geodetic Survey in June 1991..
 GY2728
 GY2728.The geoid height was determined by GEOID03.
 GY2728
 GY2728.The dynamic height is computed by dividing the NAVD 88
 GY2728.geopotential number by the normal gravity value computed on the
 GY2728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2728.degrees latitude (g = 980.6199 gals.).
 GY2728
 GY2728.The modeled gravity was interpolated from observed gravity values.
 GY2728
 GY2728;                    North         East    Units  Estimated Accuracy
 GY2728;SPC KY1Z     - 1,081,120.    1,689,720.      MT  (+/- 180 meters Scaled)
 GY2728
 GY2728                          SUPERSEDED SURVEY CONTROL
 GY2728
 GY2728  NGVD 29 (??/??/92)  506.622  (m)         1662.14   (f) ADJ UNCH    2 0
 GY2728
 GY2728.Superseded values are not recommended for survey control.
 GY2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2728.See file dsdata.txt to determine how the superseded data were derived.
 GY2728
 GY2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB672030(NAD 83)
 GY2728_MARKER: DD = SURVEY DISK
 GY2728_SETTING: 66 = SET IN ROCK OUTCROP
 GY2728_SP_SET: ROCK OUTCROP
 GY2728_STAMPING: 1-73 CWH 1952 1662.142
 GY2728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2728+STABILITY: POSITION/ELEVATION WELL
 GY2728
 GY2728  HISTORY     - Date     Condition        Report By
 GY2728  HISTORY     - 1952     MONUMENTED       CGS
 GY2728  HISTORY     - 1957     POOR             NGS
 GY2728
 GY2728                          STATION DESCRIPTION
 GY2728
 GY2728'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2728'4 MI N FROM ASHERS FORK.
 GY2728'ABOUT 4.05 MILES NORTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 GY2728'AND POST OFFICE AT ASHERS FORK, AT THE TOP OF A RIDGE, ABOUT 0.4
 GY2728'MILE NORTH OF A 5-POINT INTERSECTION, IN THE TOP OF AN OUTCROPPING
 GY2728'SANDSTONE LEDGE, 15 FEET EAST OF CENTER LINE OF ROAD, 10 FEET
 GY2728'NORTHWEST OF A 12-INCH HICKORY TREE AND ABOUT 2 1/2 FEET ABOVE
 GY2728'LEVEL OF ROAD.
 GY2728
 GY2728                          STATION RECOVERY (1957)
 GY2728
 GY2728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2728'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0589 ***********************************************************************
 HA0589  DESIGNATION -  1 BOLT
 HA0589  PID         -  HA0589
 HA0589  STATE/COUNTY-  KY/HENDERSON
 HA0589  USGS QUAD   -  NEWBURGH (1980)
 HA0589
 HA0589                         *CURRENT SURVEY CONTROL
 HA0589  ___________________________________________________________________
 HA0589* NAD 83(1986)-  37 54 01.     (N)    087 29 39.     (W)     SCALED    
 HA0589* NAVD 88     -       109.110  (meters)     357.97   (feet)  ADJUSTED  
 HA0589  ___________________________________________________________________
 HA0589  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HA0589  DYNAMIC HT  -         109.035 (meters)     357.73  (feet)  COMP
 HA0589  MODELED GRAV-     979,943.2   (mgal)                       NAVD 88
 HA0589
 HA0589  VERT ORDER  -  FIRST     CLASS II
 HA0589
 HA0589.The horizontal coordinates were scaled from a topographic map and have
 HA0589.an estimated accuracy of +/- 6 seconds.
 HA0589
 HA0589.The orthometric height was determined by differential leveling
 HA0589.and adjusted by the National Geodetic Survey in June 1991..
 HA0589
 HA0589.The geoid height was determined by GEOID03.
 HA0589
 HA0589.The dynamic height is computed by dividing the NAVD 88
 HA0589.geopotential number by the normal gravity value computed on the
 HA0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0589.degrees latitude (g = 980.6199 gals.).
 HA0589
 HA0589.The modeled gravity was interpolated from observed gravity values.
 HA0589
 HA0589;                    North         East    Units  Estimated Accuracy
 HA0589;SPC KY1Z     - 1,175,340.    1,346,620.      MT  (+/- 180 meters Scaled)
 HA0589
 HA0589                          SUPERSEDED SURVEY CONTROL
 HA0589
 HA0589  NGVD 29 (??/??/92)  109.206  (m)          358.29   (f) ADJ UNCH    1 2
 HA0589
 HA0589.Superseded values are not recommended for survey control.
 HA0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0589.See file dsdata.txt to determine how the superseded data were derived.
 HA0589
 HA0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG565948(NAD 83)
 HA0589_MARKER: B = BOLT
 HA0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0589_SP_SET: CULVERT
 HA0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0589
 HA0589  HISTORY     - Date     Condition        Report By
 HA0589  HISTORY     - UNK      MONUMENTED       DOD
 HA0589  HISTORY     - 1953     GOOD             NGS
 HA0589  HISTORY     - 1964     GOOD             FAS
 HA0589
 HA0589                          STATION DESCRIPTION
 HA0589
 HA0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0589'7.2 MI NE FROM HENDERSON.
 HA0589'ABOUT 2.65 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 HA0589'OF U.S. HIGHWAY 60 AT HENDERSON, THENCE ABOUT 1.65 MILES NORTHEAST
 HA0589'AND EAST ALONG STATE HIGHWAY 414, THENCE ABOUT 2.95 MILES NORTH AND
 HA0589'EAST ALONG A DIRT ROAD LEADING TO THE MOUTH OF GREEN RIVER.  ABOUT
 HA0589'0.25 MILE EAST-SOUTHEAST OF MOUTH OF GREEN RIVER, 32 FEET
 HA0589'SOUTH-SOUTHEAST OF CENTER LINE OF ROAD AT THE INSIDE OF A CURVE
 HA0589'WITH TANGENTS EXTENDING EAST AND SOUTH, 69 1/2 FEET SOUTHWEST OF
 HA0589'WEST END OF WIDE PART OF SOUTH CONCRETE HEAD WALL OF A LARGE PIPE
 HA0589'CULVERT FOR A SLOUGH, ABOUT LEVEL WITH ROAD AND PROJECTING 4
 HA0589'INCHES.
 HA0589
 HA0589                          STATION RECOVERY (1964)
 HA0589
 HA0589'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0588 ***********************************************************************
 HA0588  DESIGNATION -  1 CAP
 HA0588  PID         -  HA0588
 HA0588  STATE/COUNTY-  KY/HENDERSON
 HA0588  USGS QUAD   -  NEWBURGH (1980)
 HA0588
 HA0588                         *CURRENT SURVEY CONTROL
 HA0588  ___________________________________________________________________
 HA0588* NAD 83(1986)-  37 54 01.     (N)    087 29 39.     (W)     SCALED    
 HA0588* NAVD 88     -       110.347  (meters)     362.03   (feet)  ADJUSTED  
 HA0588  ___________________________________________________________________
 HA0588  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HA0588  DYNAMIC HT  -         110.271 (meters)     361.78  (feet)  COMP
 HA0588  MODELED GRAV-     979,943.2   (mgal)                       NAVD 88
 HA0588
 HA0588  VERT ORDER  -  FIRST     CLASS II
 HA0588
 HA0588.The horizontal coordinates were scaled from a topographic map and have
 HA0588.an estimated accuracy of +/- 6 seconds.
 HA0588
 HA0588.The orthometric height was determined by differential leveling
 HA0588.and adjusted by the National Geodetic Survey in June 1991..
 HA0588
 HA0588.The geoid height was determined by GEOID03.
 HA0588
 HA0588.The dynamic height is computed by dividing the NAVD 88
 HA0588.geopotential number by the normal gravity value computed on the
 HA0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0588.degrees latitude (g = 980.6199 gals.).
 HA0588
 HA0588.The modeled gravity was interpolated from observed gravity values.
 HA0588
 HA0588;                    North         East    Units  Estimated Accuracy
 HA0588;SPC KY1Z     - 1,175,340.    1,346,620.      MT  (+/- 180 meters Scaled)
 HA0588
 HA0588                          SUPERSEDED SURVEY CONTROL
 HA0588
 HA0588  NGVD 29 (??/??/92)  110.447  (m)          362.36   (f) ADJ UNCH    1 2
 HA0588
 HA0588.Superseded values are not recommended for survey control.
 HA0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0588.See file dsdata.txt to determine how the superseded data were derived.
 HA0588
 HA0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG565948(NAD 83)
 HA0588_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0588_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0588_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0588_STAMPING: 1
 HA0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0588
 HA0588  HISTORY     - Date     Condition        Report By
 HA0588  HISTORY     - UNK      MONUMENTED       DOD
 HA0588  HISTORY     - 1953     GOOD             NGS
 HA0588  HISTORY     - 1964     GOOD             FAS
 HA0588
 HA0588                          STATION DESCRIPTION
 HA0588
 HA0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0588'7.2 MI NE FROM HENDERSON.
 HA0588'ABOUT 2.65 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 HA0588'OF U.S. HIGHWAY 60 AT HENDERSON, THENCE ABOUT 1.65 MILES NORTHEAST
 HA0588'AND EAST ALONG STATE HIGHWAY 414, THENCE ABOUT 2.95 MILES NORTH AND
 HA0588'EAST ALONG A DIRT ROAD LEADING TO THE MOUTH OF GREEN RIVER, ABOUT
 HA0588'0.25 MILE EAST-SOUTHEAST OF MOUTH OF GREEN RIVER, 32 FEET
 HA0588'SOUTH-SOUTHEAST OF CENTER LINE OF ROAD AT THE INSIDE OF A CURVE WITH
 HA0588'TANGENTS EXTENDING EAST AND SOUTH, 69 1/2 FEET SOUTHWEST OF WEST
 HA0588'END OF WIDE PART OF SOUTH CONCRETE HEAD WALL OF A LARGE PIPE
 HA0588'CULVERT FOR A SLOUGH, ABOUT LEVEL WITH ROAD AND PROJECTING 4
 HA0588'INCHES.
 HA0588
 HA0588                          STATION RECOVERY (1964)
 HA0588
 HA0588'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0007 ***********************************************************************
 GD0007  DESIGNATION -  1 USGS
 GD0007  PID         -  GD0007
 GD0007  STATE/COUNTY-  KY/LYON
 GD0007  USGS QUAD   -  BIRMINGHAM POINT (1987)
 GD0007
 GD0007                         *CURRENT SURVEY CONTROL
 GD0007  ___________________________________________________________________
 GD0007* NAD 83(1986)-  36 59 14.     (N)    088 13 34.     (W)     SCALED    
 GD0007* NAVD 88     -       111.641  (meters)     366.28   (feet)  ADJUSTED  
 GD0007  ___________________________________________________________________
 GD0007  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GD0007  DYNAMIC HT  -         111.557 (meters)     366.00  (feet)  COMP
 GD0007  MODELED GRAV-     979,877.8   (mgal)                       NAVD 88
 GD0007
 GD0007  VERT ORDER  -  FIRST     CLASS I
 GD0007
 GD0007.The horizontal coordinates were scaled from a topographic map and have
 GD0007.an estimated accuracy of +/- 6 seconds.
 GD0007
 GD0007.The orthometric height was determined by differential leveling
 GD0007.and adjusted by the National Geodetic Survey in June 1991..
 GD0007
 GD0007.The geoid height was determined by GEOID03.
 GD0007
 GD0007.The dynamic height is computed by dividing the NAVD 88
 GD0007.geopotential number by the normal gravity value computed on the
 GD0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0007.degrees latitude (g = 980.6199 gals.).
 GD0007
 GD0007.The modeled gravity was interpolated from observed gravity values.
 GD0007
 GD0007;                    North         East    Units  Estimated Accuracy
 GD0007;SPC KY1Z     - 1,075,500.    1,279,580.      MT  (+/- 180 meters Scaled)
 GD0007
 GD0007                          SUPERSEDED SURVEY CONTROL
 GD0007
 GD0007  NGVD 29 (??/??/??)  111.716  (m)          366.52   (f) ADJUSTED    1 1
 GD0007
 GD0007.Superseded values are not recommended for survey control.
 GD0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0007.See file dsdata.txt to determine how the superseded data were derived.
 GD0007
 GD0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF908941(NAD 83)
 GD0007_MARKER: DD = SURVEY DISK
 GD0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0007_STAMPING: NO-1
 GD0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0007+STABILITY: SURFACE MOTION
 GD0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0007+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 GD0007
 GD0007  HISTORY     - Date     Condition        Report By
 GD0007  HISTORY     - UNK      MONUMENTED       USGS
 GD0007  HISTORY     - 1968     GOOD             CGS
 GD0007  HISTORY     - 1989     GOOD             USPSQD
 GD0007  HISTORY     - 20030805 GOOD             KYDT
 GD0007
 GD0007                          STATION DESCRIPTION
 GD0007
 GD0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0007'3.4 MI S FROM BARKLEY DAM.
 GD0007'ABOUT 0.75 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 GD0007'FROM THE NAVIGATION LOCK AT BARKLEY DAM, THENCE 0.6 MILE SOUTH
 GD0007'ALONG A SIDETRACK, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD
 GD0007'TO THE POST OFFICE AT GRAND RIVERS, THENCE 1.3 MILES SOUTH ALONG
 GD0007'STATE HIGHWAY 453, THENCE 0.3 MILE SOUTHWEST ALONG THE NORTHWEST
 GD0007'BANK OF BARKLEY CANAL, 0.3 MILE SOUTHWEST OF THE HIGHWAY BRIDGE
 GD0007'OVER THE CANAL, 47 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 GD0007'5 1/2- X 5 1/2-FOOT METAL BUILDING WHICH HOUSES A STREAM FLOW
 GD0007'MEASURING STATION, 12 FEET SOUTHEAST OF THE CENTERLINE OF A
 GD0007'GRAVELED ROAD THAT PARALLELS THE CANAL, 1 FOOT NORTHWEST OF THE
 GD0007'TOP OF THE NORTHWEST EDGE OF THE RIP-RAP FOR THE CANAL, 1.0
 GD0007'FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE GRAVELED
 GD0007'ROAD, AND A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A
 GD0007'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 GD0007
 GD0007                          STATION RECOVERY (1989)
 GD0007
 GD0007'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 GD0007'RECOVERED IN GOOD CONDITION.
 GD0007
 GD0007                          STATION RECOVERY (2003)
 GD0007
 GD0007'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GD0007'MARK IS 0.5 FOOT EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0493 ***********************************************************************
 GD0493  DESIGNATION -  10
 GD0493  PID         -  GD0493
 GD0493  STATE/COUNTY-  KY/HICKMAN
 GD0493  USGS QUAD   -  OAKTON (1982)
 GD0493
 GD0493                         *CURRENT SURVEY CONTROL
 GD0493  ___________________________________________________________________
 GD0493* NAD 83(1986)-  36 43 35.     (N)    089 07 28.     (W)     SCALED    
 GD0493* NAVD 88     -       137.676  (meters)     451.69   (feet)  ADJUSTED  
 GD0493  ___________________________________________________________________
 GD0493  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GD0493  DYNAMIC HT  -         137.571 (meters)     451.35  (feet)  COMP
 GD0493  MODELED GRAV-     979,863.0   (mgal)                       NAVD 88
 GD0493
 GD0493  VERT ORDER  -  SECOND    CLASS 0
 GD0493
 GD0493.The horizontal coordinates were scaled from a topographic map and have
 GD0493.an estimated accuracy of +/- 6 seconds.
 GD0493
 GD0493.The orthometric height was determined by differential leveling
 GD0493.and adjusted by the National Geodetic Survey in June 1991..
 GD0493
 GD0493.The geoid height was determined by GEOID03.
 GD0493
 GD0493.The dynamic height is computed by dividing the NAVD 88
 GD0493.geopotential number by the normal gravity value computed on the
 GD0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0493.degrees latitude (g = 980.6199 gals.).
 GD0493
 GD0493.The modeled gravity was interpolated from observed gravity values.
 GD0493
 GD0493;                    North         East    Units  Estimated Accuracy
 GD0493;SPC KY1Z     - 1,049,080.    1,198,600.      MT  (+/- 180 meters Scaled)
 GD0493
 GD0493                          SUPERSEDED SURVEY CONTROL
 GD0493
 GD0493  NGVD 29 (??/??/??)  137.578  (m)          451.37   (f) ADJUSTED    2 0
 GD0493
 GD0493.Superseded values are not recommended for survey control.
 GD0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0493.See file dsdata.txt to determine how the superseded data were derived.
 GD0493
 GD0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF102666(NAD 83)
 GD0493_MARKER: Z = SEE DESCRIPTION
 GD0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0493_SP_SET: STONE
 GD0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0493+STABILITY: SURFACE MOTION
 GD0493
 GD0493  HISTORY     - Date     Condition        Report By
 GD0493  HISTORY     - UNK      MONUMENTED       DOD
 GD0493  HISTORY     - 1943     MARK NOT FOUND   CGS
 GD0493
 GD0493                          STATION DESCRIPTION
 GD0493
 GD0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0493'3.2 MI SW FROM COLUMBUS.
 GD0493'1.0 MILE SOUTH ALONG STATE HIGHWAY 123 FROM THE SCHOOL BUILDING
 GD0493'AT COLUMBUS, HICKMAN COUNTY, THENCE 2.2 MILES SOUTHWEST ALONG
 GD0493'CHALK BLUFF ROAD, 200 FEET NORTHWEST OF A T-ROAD JUNCTION, 180
 GD0493'FEET NORTH WEST OF A CURVE IN A TRACK ROAD LEADING SOUTHWEST
 GD0493'TOWARD MISSISSIPPI RIVER, 150 FEET WEST OF THE CENTERLINE OF THE
 GD0493'ROAD, 25 FEET NORTH OF A BLAZED 30-INCH DEAD ELM TREE, ONE FOOT
 GD0493'SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 6 FEET LOWER
 GD0493'THAN THE ROAD.  A STONE POST CHIPPED AT THE TOP.  NOTE-- THE
 GD0493'AREA HAS CAVED IN AND LARGE TREES HAVE FALLEN OVER BANK.  IF THE
 GD0493'MARK IS STILL INTACT IT WOULD APPARENTLY BE OF NO VALUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0300 ***********************************************************************
 HA0300  DESIGNATION -  10
 HA0300  PID         -  HA0300
 HA0300  STATE/COUNTY-  KY/OHIO
 HA0300  USGS QUAD   -  HARTFORD (1973)
 HA0300
 HA0300                         *CURRENT SURVEY CONTROL
 HA0300  ___________________________________________________________________
 HA0300* NAD 83(1986)-  37 27 03.     (N)    086 54 29.     (W)     SCALED    
 HA0300* NAVD 88     -       130.384  (meters)     427.77   (feet)  ADJUSTED  
 HA0300  ___________________________________________________________________
 HA0300  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HA0300  DYNAMIC HT  -         130.289 (meters)     427.46  (feet)  COMP
 HA0300  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 HA0300
 HA0300  VERT ORDER  -  SECOND    CLASS 0
 HA0300
 HA0300.The horizontal coordinates were scaled from a topographic map and have
 HA0300.an estimated accuracy of +/- 6 seconds.
 HA0300
 HA0300.The orthometric height was determined by differential leveling
 HA0300.and adjusted by the National Geodetic Survey in June 1991..
 HA0300
 HA0300.The geoid height was determined by GEOID03.
 HA0300
 HA0300.The dynamic height is computed by dividing the NAVD 88
 HA0300.geopotential number by the normal gravity value computed on the
 HA0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0300.degrees latitude (g = 980.6199 gals.).
 HA0300
 HA0300.The modeled gravity was interpolated from observed gravity values.
 HA0300
 HA0300;                    North         East    Units  Estimated Accuracy
 HA0300;SPC KY1Z     - 1,124,660.    1,397,540.      MT  (+/- 180 meters Scaled)
 HA0300
 HA0300                          SUPERSEDED SURVEY CONTROL
 HA0300
 HA0300  NGVD 29 (??/??/92)  130.487  (m)          428.11   (f) ADJ UNCH    2 0
 HA0300
 HA0300.Superseded values are not recommended for survey control.
 HA0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0300.See file dsdata.txt to determine how the superseded data were derived.
 HA0300
 HA0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG081448(NAD 83)
 HA0300_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0300_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0300_STAMPING: 10
 HA0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0300
 HA0300  HISTORY     - Date     Condition        Report By
 HA0300  HISTORY     - UNK      MONUMENTED       DOD
 HA0300  HISTORY     - 1940     GOOD             NGS
 HA0300  HISTORY     - 20020523 MARK NOT FOUND   KYDT
 HA0300
 HA0300                          STATION DESCRIPTION
 HA0300
 HA0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HA0300'AT HARTFORD.
 HA0300'AT HARTFORD, OHIO COUNTY, ON MAIN STREET (U.S. HIGHWAY 231), AT
 HA0300'THE NORTH CORNER OF THE COUNTY COURTHOUSE, 75 YARDS NORTHEAST
 HA0300'OF THE CENTERLINE OF THE HIGHWAY, 22 YARDS SOUTHWEST OF THE
 HA0300'CENTERLINE OF CENTER STREET, AND 1.5 FEET SOUTHEAST OF THE SOUTHEAST
 HA0300'EDGE OF THE COURTHOUSE DRIVEWAY.  A CORPS OF ENGINEERS, U.S. ARMY
 HA0300'STANDARD CAP, STAMPED 10 AND RIVETED ON THE TOP OF A 5-INCH IRON
 HA0300'PIPE PROJECTING 3 INCHES ABOVE GROUND.
 HA0300
 HA0300                          STATION RECOVERY (2002)
 HA0300
 HA0300'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HA0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1228 ***********************************************************************
 GZ1228  DESIGNATION -  10
 GZ1228  PID         -  GZ1228
 GZ1228  STATE/COUNTY-  KY/JESSAMINE
 GZ1228  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1228
 GZ1228                         *CURRENT SURVEY CONTROL
 GZ1228  ___________________________________________________________________
 GZ1228* NAD 83(1993)-  37 56 34.63760(N)    084 33 12.46326(W)     ADJUSTED  
 GZ1228* NAVD 88     -       318.856  (meters)    1046.11   (feet)  ADJUSTED  
 GZ1228  ___________________________________________________________________
 GZ1228  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 GZ1228  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GZ1228  DYNAMIC HT  -         318.617 (meters)    1045.33  (feet)  COMP
 GZ1228  MODELED GRAV-     979,869.9   (mgal)                       NAVD 88
 GZ1228
 GZ1228  HORZ ORDER  -  SECOND
 GZ1228  VERT ORDER  -  FIRST     CLASS II
 GZ1228
 GZ1228.The horizontal coordinates were established by classical geodetic methods
 GZ1228.and adjusted by the National Geodetic Survey in December 1995..
 GZ1228
 GZ1228.The orthometric height was determined by differential leveling
 GZ1228.and adjusted by the National Geodetic Survey in June 1991..
 GZ1228
 GZ1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1228
 GZ1228.The geoid height was determined by GEOID03.
 GZ1228
 GZ1228.The dynamic height is computed by dividing the NAVD 88
 GZ1228.geopotential number by the normal gravity value computed on the
 GZ1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1228.degrees latitude (g = 980.6199 gals.).
 GZ1228
 GZ1228.The modeled gravity was interpolated from observed gravity values.
 GZ1228
 GZ1228;                    North         East     Units Scale Factor Converg.
 GZ1228;SPC KY1Z     - 1,179,313.932 1,605,163.424   MT  0.99990561   +0 44 04.7
 GZ1228;SPC KY1Z     - 3,869,132.46  5,266,273.67   sFT  0.99990561   +0 44 04.7
 GZ1228;SPC KY N     -    49,210.433   473,325.501   MT  1.00000367   -0 11 19.6
 GZ1228;SPC KY N     -   161,451.23  1,552,902.08   sFT  1.00000367   -0 11 19.6
 GZ1228;SPC KY S     -   679,299.353   605,173.607   MT  1.00000177   +0 43 32.4
 GZ1228;SPC KY S     - 2,228,667.96  1,985,473.74   sFT  1.00000177   +0 43 32.4
 GZ1228;UTM  16      - 4,202,308.956   714,981.867   MT  1.00016927   +1 30 17.6
 GZ1228
 GZ1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1228!SPC KY1Z     -   0.99995515  x   0.99990561  =   0.99986077
 GZ1228!SPC KY N     -   0.99995515  x   1.00000367  =   0.99995882
 GZ1228!SPC KY S     -   0.99995515  x   1.00000177  =   0.99995692
 GZ1228!UTM  16      -   0.99995515  x   1.00016927  =   1.00012442
 GZ1228
 GZ1228                          SUPERSEDED SURVEY CONTROL
 GZ1228
 GZ1228  NAD 83(1986)-  37 56 34.64574(N)    084 33 12.46871(W) AD(       ) 2
 GZ1228  NAD 27      -  37 56 34.36400(N)    084 33 12.68800(W) AD(       ) 2
 GZ1228  NGVD 29 (??/??/92)  319.002  (m)         1046.59   (f) ADJ UNCH    1 2
 GZ1228
 GZ1228.Superseded values are not recommended for survey control.
 GZ1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1228.See file dsdata.txt to determine how the superseded data were derived.
 GZ1228
 GZ1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1498202309(NAD 83)
 GZ1228_MARKER: DD = SURVEY DISK
 GZ1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1228_STAMPING: 10 1046.592
 GZ1228_MARK LOGO: KYGS  
 GZ1228_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1228
 GZ1228  HISTORY     - Date     Condition        Report By
 GZ1228  HISTORY     - 1935     MONUMENTED       KYGS
 GZ1228  HISTORY     - 1950     GOOD             NGS
 GZ1228  HISTORY     - 1951     GOOD             CGS
 GZ1228  HISTORY     - 1958     GOOD             NGS
 GZ1228  HISTORY     - 1984     MARK NOT FOUND   NGS
 GZ1228  HISTORY     - 19840621 GOOD             NGS
 GZ1228
 GZ1228                          STATION DESCRIPTION
 GZ1228
 GZ1228'DESCRIBED BY KENTUCKY GEODETIC SURVEY 1935
 GZ1228'THIS TRAVERSE STATION IS MARKED BY A STATE SURVEY DISKS SET IN A 6-
 GZ1228'BY 6-INCH CONCRETE MONUMENT. IT IS 4.57 MILES N OF NICHOLASVILLE ON
 GZ1228'SOUTHERN RAILROAD RIGHT-OF-WAY BETWEEN NICHOLASVILLE AND BRANNON ON
 GZ1228'TOP OF W BANK OF SECOND CUT S OF BRANNON, 1074 FEET S OF STATION 1
 GZ1228'MILE MARKER AND 1247 FEET N OF RAILROAD MILEPOST NO. 89 AND 3 FEET
 GZ1228'E OF W RIGHT-OF-WAY FENCE AND 70 FEET W OF CENTER LINE OF S BOUND
 GZ1228'TRACK.
 GZ1228
 GZ1228                          STATION RECOVERY (1950)
 GZ1228
 GZ1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GZ1228'4.4 MI N FROM NICHOLASVILLE.
 GZ1228'ABOUT 4.35 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ1228'AT NICHOLASVILLE, ON THE TOP OF CUT BANK OF A SHORT DEEP CUT, ABOUT
 GZ1228'50 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL OF THE SOUTH BOUND
 GZ1228'TRACK, 59 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A STEEL TOWER
 GZ1228'FOR POWER TRANSMISSION LINE, 18 FEET NORTHEAST OF ROBB R.M. NO 1,
 GZ1228'149 FEET NORTH-NORTHEAST OF CORNER OF RAILWAY R/W FENCE AND A
 GZ1228'WIRE FENCE LEADING WEST, 162 FEET SOUTHEAST OF A LONE 2-INCH LOCUST
 GZ1228'TREE, 2 1/2 FEET EAST OF A FENCE LINE, 263 FEET SOUTHEAST OF ROBB
 GZ1228'R.M. NO 2, AND ABOUT 30 FEET ABOVE THE TRACK.
 GZ1228
 GZ1228                          STATION RECOVERY (1951)
 GZ1228
 GZ1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ1228'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF LEXINGTON ON THE
 GZ1228'HIGHEST POINT OF A PROMINENT HILL ON THE WEST
 GZ1228'RIGHT-OF-WAY OF THE SOUTHERN RAILROAD. IT IS 70 FEET WEST OF THE
 GZ1228'CENTER OF THE WEST RAILROAD TRACKS AND 3 FEET EAST OF FENCE
 GZ1228'LINE. THE MARK IS A 4X4 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GZ1228'THE DISK IS A BRONZE U.S. COAST AND GEODETIC SURVEY AND STATE
 GZ1228'SURVEY DISK SET IN THE TOP OF THE CONCRETE POST AND IS STAMPED 10.
 GZ1228'
 GZ1228'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ROBB 1935
 GZ1228'AND THE DISTANCE WAS FOUND TO BE 69.69 FEET, 21.242 METERS.
 GZ1228'
 GZ1228'TO REACH THE STATION FROM THE COURTHOUSE IN LEXINGTON, GO WEST FOR 2
 GZ1228'BLOCKS, TURN LEFT AND GO SOUTH ON U.S. HIGHWAY NO 27 FOR 7.75
 GZ1228'MILES TO SIDE ROAD RIGHT BETWEEN TWO STONE PILLARS, TURN RIGHT AND GO
 GZ1228'WEST FOR 0.4 MILE TO SIDE ROAD LEFT JUST AFTER GOING UNDER
 GZ1228'UNDERPASS, TURN LEFT AND GO SOUTH PASSING THROUGH GATE FOR 0.4 MILE
 GZ1228'TO FRAME HOUSE ON THE RIGHT AND STATION ON THE HIGHEST POINT ABOUT
 GZ1228'260 FEET EAST AS DESCRIBED.
 GZ1228
 GZ1228                          STATION RECOVERY (1958)
 GZ1228
 GZ1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1228'RECOVERED IN GOOD CONDITION.
 GZ1228
 GZ1228                          STATION RECOVERY (1984)
 GZ1228
 GZ1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ1228'NOT RECOVERED, NO EVIDENCE OF THE MARK COULD BE FOUND AT THE DESCRIBED
 GZ1228'LOCATION.
 GZ1228
 GZ1228                          STATION RECOVERY (1984)
 GZ1228
 GZ1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 GZ1228'NO 10 IS A STANDARD USC AND CGS AND STATE SURVEY DISK SET IN THE TOP
 GZ1228'OF A 6-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES STAMPED NO 10
 GZ1228'1046.592 FT (319.002 M) 2 FT (0.6 M) EAST OF FENCE 70 FT (21.3 M)
 GZ1228'SOUTH OF METAL WITNESS POST AND 60 FT (18.3 M) SOUTHEAST OF THE
 GZ1228'SOUTHEAST LEG OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0312 ***********************************************************************
 JA0312  DESIGNATION -  10 WA USGS
 JA0312  PID         -  JA0312
 JA0312  STATE/COUNTY-  KY/MEADE
 JA0312  USGS QUAD   -  ALTON (1993)
 JA0312
 JA0312                         *CURRENT SURVEY CONTROL
 JA0312  ___________________________________________________________________
 JA0312* NAD 83(1986)-  38 06 46.     (N)    086 22 58.     (W)     SCALED    
 JA0312* NAVD 88     -       132.117  (meters)     433.45   (feet)  ADJUSTED  
 JA0312  ___________________________________________________________________
 JA0312  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JA0312  DYNAMIC HT  -         132.023 (meters)     433.15  (feet)  COMP
 JA0312  MODELED GRAV-     979,916.6   (mgal)                       NAVD 88
 JA0312
 JA0312  VERT ORDER  -  FIRST     CLASS II
 JA0312
 JA0312.The horizontal coordinates were scaled from a topographic map and have
 JA0312.an estimated accuracy of +/- 6 seconds.
 JA0312
 JA0312.The orthometric height was determined by differential leveling
 JA0312.and adjusted by the National Geodetic Survey in June 1991..
 JA0312
 JA0312.The geoid height was determined by GEOID03.
 JA0312
 JA0312.The dynamic height is computed by dividing the NAVD 88
 JA0312.geopotential number by the normal gravity value computed on the
 JA0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0312.degrees latitude (g = 980.6199 gals.).
 JA0312
 JA0312.The modeled gravity was interpolated from observed gravity values.
 JA0312
 JA0312;                    North         East    Units  Estimated Accuracy
 JA0312;SPC KY1Z     - 1,197,680.    1,444,510.      MT  (+/- 180 meters Scaled)
 JA0312
 JA0312                          SUPERSEDED SURVEY CONTROL
 JA0312
 JA0312  NGVD 29 (??/??/92)  132.221  (m)          433.80   (f) ADJ UNCH    1 2
 JA0312
 JA0312.Superseded values are not recommended for survey control.
 JA0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0312.See file dsdata.txt to determine how the superseded data were derived.
 JA0312
 JA0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH541185(NAD 83)
 JA0312_MARKER: DD = SURVEY DISK
 JA0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0312_STAMPING: KY 10 WA 1928 434
 JA0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0312+STABILITY: SURFACE MOTION
 JA0312
 JA0312  HISTORY     - Date     Condition        Report By
 JA0312  HISTORY     - 1928     MONUMENTED       USGS
 JA0312  HISTORY     - 1953     GOOD             NGS
 JA0312
 JA0312                          STATION DESCRIPTION
 JA0312
 JA0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JA0312'0.7 MI NE FROM WOLF CREEK.
 JA0312'0.7 MILE NORTHEAST ALONG A HIGHWAY FROM THE POST OFFICE AT
 JA0312'WOLF CREEK, ABOUT 0.55 MILE NORTHEAST OF NORTHEAST END OF STEEL
 JA0312'BRIDGE OVER WOLF CREEK, IN THE SOUTH CORNER OF YARD OF A FARM
 JA0312'HOUSE, 28 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 70 1/2 FEET
 JA0312'SOUTH OF SOUTH CORNER OF HOUSE, 1.7 FEET NORTHWEST OF SOUTHEAST
 JA0312'YARD FENCE, 2 1/2 FEET NORTH OF SOUTH YARD CORNER, ABOUT 1 FOOT
 JA0312'BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JA0312'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8985 ***********************************************************************
 AI8985  DESIGNATION -  100
 AI8985  PID         -  AI8985
 AI8985  STATE/COUNTY-  KY/KENTON
 AI8985  USGS QUAD   -  COVINGTON (1987)
 AI8985
 AI8985                         *CURRENT SURVEY CONTROL
 AI8985  ___________________________________________________________________
 AI8985* NAD 83(1993)-  39 00 19.82056(N)    084 36 21.17620(W)     ADJUSTED  
 AI8985* NAVD 88     -       265.5    (meters)     871.     (feet)  GPS OBS   
 AI8985  ___________________________________________________________________
 AI8985  X           -     466,563.809 (meters)                     COMP
 AI8985  Y           -  -4,941,143.940 (meters)                     COMP
 AI8985  Z           -   3,992,937.691 (meters)                     COMP
 AI8985  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AI8985  ELLIP HEIGHT-         231.46  (meters)          (01/02/01) GPS OBS
 AI8985  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 AI8985
 AI8985  HORZ ORDER  -  FIRST
 AI8985  ELLP ORDER  -  THIRD     CLASS II
 AI8985
 AI8985.The horizontal coordinates were established by GPS observations
 AI8985.and adjusted by the National Geodetic Survey in January 2001..
 AI8985
 AI8985.The orthometric height was determined by GPS observations and a
 AI8985.high-resolution geoid model.
 AI8985
 AI8985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8985
 AI8985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8985
 AI8985.The ellipsoidal height was determined by GPS observations
 AI8985.and is referenced to NAD 83.
 AI8985
 AI8985.The geoid height was determined by GEOID03.
 AI8985
 AI8985;                    North         East     Units Scale Factor Converg.
 AI8985;SPC KY1Z     - 1,297,193.147 1,599,110.483   MT  1.00009932   +0 42 08.8
 AI8985;SPC KY1Z     - 4,255,874.52  5,246,414.98   sFT  1.00009932   +0 42 08.8
 AI8985;SPC KY N     -   167,172.218   469,173.475   MT  1.00000614   -0 13 17.0
 AI8985;SPC KY N     -   548,464.19  1,539,279.98   sFT  1.00000614   -0 13 17.0
 AI8985;UTM  16      - 4,320,114.474   707,307.450   MT  1.00012922   +1 30 26.6
 AI8985
 AI8985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8985!SPC KY1Z     -   0.99996369  x   1.00009932  =   1.00006300
 AI8985!SPC KY N     -   0.99996369  x   1.00000614  =   0.99996983
 AI8985!UTM  16      -   0.99996369  x   1.00012922  =   1.00009290
 AI8985
 AI8985|---------------------------------------------------------------------|
 AI8985| PID    Reference Object                     Distance      Geod. Az  |
 AI8985|                                                           dddmmss.s |
 AI8985| AI9012 100A                                159.492 METERS 31430     |
 AI8985|---------------------------------------------------------------------|
 AI8985
 AI8985                          SUPERSEDED SURVEY CONTROL
 AI8985
 AI8985.No superseded survey control is available for this station.
 AI8985
 AI8985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0730720114(NAD 83)
 AI8985_MARKER: DD = SURVEY DISK
 AI8985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8985_STAMPING: 100 SET 2000
 AI8985_MARK LOGO: WOOLPT
 AI8985_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8985+STABILITY: SURFACE MOTION
 AI8985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8985+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8985
 AI8985  HISTORY     - Date     Condition        Report By
 AI8985  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI8985
 AI8985                          STATION DESCRIPTION
 AI8985
 AI8985'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI8985'THE STATION IS LOCATED APPROXIMATELY 7.5 MI (12.1 KM) SOUTHWEST OF
 AI8985'COVINGTON, 6.3 MI (10.1 KM) EAST OF BURLINGTON, 0.5 MI (0.8 KM) EAST
 AI8985'OF FLORENCE AND IS SOUTHWEST OF THE WOODSIDE MOBILE HOME PARK.
 AI8985'OWNERSHIP-- CITY OF FLORENCE.
 AI8985'TO REACH THE STATION FROM THE INTERSECTION OF DIXIE HIGHWAY AND LYTLE
 AI8985'ROAD, PROCEED SOUTHEAST ON 0.8 MI (1.3 KM) ALONG LYTLE ROAD TO THE
 AI8985'JUNCTION OF BEDINGER STREET.  TURN RIGHT AND PROCEED 0.2 MI (0.3 KM)
 AI8985'SOUTHEAST ALONG BEDINGER ROAD TO A SHARP CORNER IN BEDINGER STREET
 AI8985'BEFORE A RAILROAD TRACK AND WITH A LARGE PARK WITH SEVERAL BALLFIELDS
 AI8985'ON THE RIGHT.  TURN RIGHT AND PROCEED APPROXIMATELY 0.15 MI (0.24 KM)
 AI8985'ALONG THE RAILROAD RIGHT OF WAY FENCE TO THE STATION JUST BEFORE THE
 AI8985'SOUTHWESTERNMOST BACKSTOP.  THE STATION IS ONLINE WITH THE NORTHEAST
 AI8985'WING OF THE BACKSTOP.
 AI8985'THE STATION IS 20.939 M (68.697 FT) NORTHEAST OF THE NORTHEAST END OF
 AI8985'THE BACKSTOP, 24.079 M (78.999 FT) NORTHWEST OF THE RAILROAD RIGHT OF
 AI8985'WAY FENCE, AND IS 17.65 M (57.91 FT) NORTHWEST OF A LINE OF BUSHES.
 AI8985'THE STATION IS AN ALUMINUM WOOLPERT SURVEY DISK STAMPED-- 100 SET
 AI8985'2000-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER CONCRETE MONUMENT
 AI8985'WITH AN IMBEDDED REBAR.  THE STATION IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0854 ***********************************************************************
 GY0854  DESIGNATION -  1000
 GY0854  PID         -  GY0854
 GY0854  STATE/COUNTY-  KY/LETCHER
 GY0854  USGS QUAD   -  BLACKEY (1992)
 GY0854
 GY0854                         *CURRENT SURVEY CONTROL
 GY0854  ___________________________________________________________________
 GY0854* NAD 83(1986)-  37 08 32.     (N)    082 58 38.     (W)     SCALED    
 GY0854* NAVD 88     -       304.388  (meters)     998.65   (feet)  ADJUSTED  
 GY0854  ___________________________________________________________________
 GY0854  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GY0854  DYNAMIC HT  -         304.138 (meters)     997.83  (feet)  COMP
 GY0854  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 GY0854
 GY0854  VERT ORDER  -  FIRST     CLASS I
 GY0854
 GY0854.The horizontal coordinates were scaled from a topographic map and have
 GY0854.an estimated accuracy of +/- 6 seconds.
 GY0854
 GY0854.The orthometric height was determined by differential leveling
 GY0854.and adjusted by the National Geodetic Survey in June 1991..
 GY0854
 GY0854.The geoid height was determined by GEOID03.
 GY0854
 GY0854.The dynamic height is computed by dividing the NAVD 88
 GY0854.geopotential number by the normal gravity value computed on the
 GY0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0854.degrees latitude (g = 980.6199 gals.).
 GY0854
 GY0854.The modeled gravity was interpolated from observed gravity values.
 GY0854
 GY0854;                    North         East    Units  Estimated Accuracy
 GY0854;SPC KY1Z     - 1,093,430.    1,746,310.      MT  (+/- 180 meters Scaled)
 GY0854
 GY0854                          SUPERSEDED SURVEY CONTROL
 GY0854
 GY0854  NGVD 29 (??/??/92)  304.542  (m)          999.15   (f) ADJ UNCH    1 1
 GY0854
 GY0854.Superseded values are not recommended for survey control.
 GY0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0854.See file dsdata.txt to determine how the superseded data were derived.
 GY0854
 GY0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB243124(NAD 83)
 GY0854_MARKER: DD = SURVEY DISK
 GY0854_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0854_SP_SET: ABUTMENT
 GY0854_STAMPING: KENTUCKY 1000 999.152
 GY0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0854
 GY0854  HISTORY     - Date     Condition        Report By
 GY0854  HISTORY     - UNK      MONUMENTED       USGS
 GY0854  HISTORY     - 1967     GOOD             NGS
 GY0854  HISTORY     - 20020521 POOR             KYDT
 GY0854
 GY0854                          STATION DESCRIPTION
 GY0854
 GY0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0854'15.2 MI W FROM WHITESBURG.
 GY0854'ABOUT 0.9 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY0854'RAILROAD FROM THE STATION AT WHITESBURG, THENCE 0.15 MILE WEST
 GY0854'ALONG STATE HIGHWAY 15, THENCE 14.15 MILES WEST ALONG THE
 GY0854'LOUISVILLE AND NASHVILLE RAILROAD, 0.25 MILE NORTHEAST OF THE POST
 GY0854'OFFICE AT THE SMALL COMMUNITY OF BLACKEY, ON THE OUTSIDE OF A
 GY0854'CURVE IN THE TRACK, 25 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL
 GY0854'OF THE NORTHWEST TRACK, A U.S. GEOLOGICAL SURVEY DISK SET IN THE
 GY0854'TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 GY0854'AN ABANDONED HIGHWAY BRIDGE OVER THE NORTH FORK KENTUCKY RIVER,
 GY0854'92 FEET NORTHWEST AND ACROSS THE TRACK FROM A 2-STORY FRAME
 GY0854'BUILDING, 30 FEET NORTHEAST OF TELEPHONE POLE NUMBER 380, AND
 GY0854'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 GY0854
 GY0854                          STATION RECOVERY (2002)
 GY0854
 GY0854'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0854'FOUND MUTILATED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9012 ***********************************************************************
 AI9012  DESIGNATION -  100A
 AI9012  PID         -  AI9012
 AI9012  STATE/COUNTY-  KY/KENTON
 AI9012  USGS QUAD   -  COVINGTON (1987)
 AI9012
 AI9012                         *CURRENT SURVEY CONTROL
 AI9012  ___________________________________________________________________
 AI9012* NAD 83(1993)-  39 00 23.44582(N)    084 36 25.90391(W)     ADJUSTED  
 AI9012* NAVD 88     -       265.5    (meters)     871.     (feet)  GPS OBS   
 AI9012  ___________________________________________________________________
 AI9012  X           -     466,443.947 (meters)                     COMP
 AI9012  Y           -  -4,941,084.632 (meters)                     COMP
 AI9012  Z           -   3,993,024.611 (meters)                     COMP
 AI9012  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AI9012  ELLIP HEIGHT-         231.53  (meters)          (01/02/01) GPS OBS
 AI9012  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 AI9012
 AI9012  HORZ ORDER  -  FIRST
 AI9012  ELLP ORDER  -  THIRD     CLASS II
 AI9012
 AI9012.The horizontal coordinates were established by GPS observations
 AI9012.and adjusted by the National Geodetic Survey in January 2001..
 AI9012
 AI9012.The orthometric height was determined by GPS observations and a
 AI9012.high-resolution geoid model.
 AI9012
 AI9012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9012
 AI9012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9012
 AI9012.The ellipsoidal height was determined by GPS observations
 AI9012.and is referenced to NAD 83.
 AI9012
 AI9012.The geoid height was determined by GEOID03.
 AI9012
 AI9012;                    North         East     Units Scale Factor Converg.
 AI9012;SPC KY1Z     - 1,297,303.550 1,598,995.357   MT  1.00009967   +0 42 05.9
 AI9012;SPC KY1Z     - 4,256,236.73  5,246,037.27   sFT  1.00009967   +0 42 05.9
 AI9012;SPC KY N     -   167,284.452   469,060.155   MT  1.00000630   -0 13 19.9
 AI9012;SPC KY N     -   548,832.41  1,538,908.19   sFT  1.00000630   -0 13 19.9
 AI9012;UTM  16      - 4,320,223.252   707,190.782   MT  1.00012862   +1 30 23.7
 AI9012
 AI9012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9012!SPC KY1Z     -   0.99996368  x   1.00009967  =   1.00006334
 AI9012!SPC KY N     -   0.99996368  x   1.00000630  =   0.99996997
 AI9012!UTM  16      -   0.99996368  x   1.00012862  =   1.00009229
 AI9012
 AI9012|---------------------------------------------------------------------|
 AI9012| PID    Reference Object                     Distance      Geod. Az  |
 AI9012|                                                           dddmmss.s |
 AI9012| AI8985 100                                 159.492 METERS 13430     |
 AI9012|---------------------------------------------------------------------|
 AI9012
 AI9012                          SUPERSEDED SURVEY CONTROL
 AI9012
 AI9012.No superseded survey control is available for this station.
 AI9012
 AI9012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0719120223(NAD 83)
 AI9012_MARKER: DD = SURVEY DISK
 AI9012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9012_STAMPING: 100A SET 2000
 AI9012_MARK LOGO: WOOLPT
 AI9012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9012+STABILITY: SURFACE MOTION
 AI9012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9012+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9012
 AI9012  HISTORY     - Date     Condition        Report By
 AI9012  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9012
 AI9012                          STATION DESCRIPTION
 AI9012
 AI9012'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9012'THE STATION IS LOCATED APPROXIMATELY 7.5 MI (12.1 KM) SOUTHWEST OF
 AI9012'COVINGTON, 6.3 MI (10.1 KM) EAST OF BURLINGTON, 0.5 MI (0.8 KM) EAST
 AI9012'OF FLORENCE AND IS IN THE WOODSIDE PARK.
 AI9012'TO REACH THE STATION FROM THE INTERSECTION OF DIXIE HIGHWAY AND LYTLE
 AI9012'ROAD, PROCEED SOUTHEAST ON 0.2 MI (0.3 KM) ALONG LYTLE ROAD TO THE
 AI9012'JUNCTION OF MAPLE AVENUE.  TURN RIGHT AND PROCEED 0.05 MI (0.08 KM)
 AI9012'SOUTHWEST ALONG MAPLE AVENUE TO AN ENTRANCE TO THE WOODSIDE PARK ON
 AI9012'THE LEFT.  TURN LEFT AND PROCEED SOUTHEAST 0.05 MI (0.08 KM) ALONG THE
 AI9012'ENTANCE ROAD TO THE SOUTHEAST CORNER OF THE PARKING LOT AND THE
 AI9012'STATION ON THE LEFT NEAR A PLAYGROUND.
 AI9012'THE STATION IS LOCATED 14.235 M (46.703 FT) SOUTHEAST OF THE SOUTHWEST
 AI9012'CORNER OF THE PLAYGROUND, 13.165 M (43.192 FT) SOUTH OF THE SOUTHEAST
 AI9012'CORNER OF THE PLAYGROUND, 12.436 M (40.800 FT) SOUTHWEST OF A UTILITY
 AI9012'POLE, AND 9.480 M (31.102 FT) WEST OF THE EAST END OF THE NORTHERLY
 AI9012'BACKSTOP FENCE.  THE STATION IS AN ALUMINUM WOOLPERT SURVEY DISK
 AI9012'STAMPED-- 100A SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER
 AI9012'CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8986 ***********************************************************************
 AI8986  DESIGNATION -  101
 AI8986  PID         -  AI8986
 AI8986  STATE/COUNTY-  KY/KENTON
 AI8986  USGS QUAD   -  COVINGTON (1987)
 AI8986
 AI8986                         *CURRENT SURVEY CONTROL
 AI8986  ___________________________________________________________________
 AI8986* NAD 83(1993)-  39 00 07.20658(N)    084 37 13.96943(W)     ADJUSTED  
 AI8986* NAVD 88     -       280.1    (meters)     919.     (feet)  GPS OBS   
 AI8986  ___________________________________________________________________
 AI8986  X           -     465,323.132 (meters)                     COMP
 AI8986  Y           -  -4,941,518.253 (meters)                     COMP
 AI8986  Z           -   3,992,644.598 (meters)                     COMP
 AI8986  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AI8986  ELLIP HEIGHT-         246.08  (meters)          (01/02/01) GPS OBS
 AI8986  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 AI8986
 AI8986  HORZ ORDER  -  FIRST
 AI8986  ELLP ORDER  -  THIRD     CLASS II
 AI8986
 AI8986.The horizontal coordinates were established by GPS observations
 AI8986.and adjusted by the National Geodetic Survey in January 2001..
 AI8986
 AI8986.The orthometric height was determined by GPS observations and a
 AI8986.high-resolution geoid model.
 AI8986
 AI8986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8986
 AI8986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8986
 AI8986.The ellipsoidal height was determined by GPS observations
 AI8986.and is referenced to NAD 83.
 AI8986
 AI8986.The geoid height was determined by GEOID03.
 AI8986
 AI8986;                    North         East     Units Scale Factor Converg.
 AI8986;SPC KY1Z     - 1,296,788.677 1,597,844.900   MT  1.00009811   +0 41 36.4
 AI8986;SPC KY1Z     - 4,254,547.52  5,242,262.81   sFT  1.00009811   +0 41 36.4
 AI8986;SPC KY N     -   166,788.242   467,901.653   MT  1.00000556   -0 13 49.8
 AI8986;SPC KY N     -   547,204.42  1,535,107.34   sFT  1.00000556   -0 13 49.8
 AI8986;UTM  16      - 4,319,692.257   706,047.639   MT  1.00012280   +1 29 52.9
 AI8986
 AI8986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8986!SPC KY1Z     -   0.99996139  x   1.00009811  =   1.00005950
 AI8986!SPC KY N     -   0.99996139  x   1.00000556  =   0.99996695
 AI8986!UTM  16      -   0.99996139  x   1.00012280  =   1.00008419
 AI8986
 AI8986|---------------------------------------------------------------------|
 AI8986| PID    Reference Object                     Distance      Geod. Az  |
 AI8986|                                                           dddmmss.s |
 AI8986| AI9013 101A                                197.754 METERS 28453     |
 AI8986|---------------------------------------------------------------------|
 AI8986
 AI8986                          SUPERSEDED SURVEY CONTROL
 AI8986
 AI8986.No superseded survey control is available for this station.
 AI8986
 AI8986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0604819692(NAD 83)
 AI8986_MARKER: DD = SURVEY DISK
 AI8986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8986_STAMPING: 101 SET 2000
 AI8986_MARK LOGO: WOOLPT
 AI8986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8986+STABILITY: SURFACE MOTION
 AI8986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8986+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8986
 AI8986  HISTORY     - Date     Condition        Report By
 AI8986  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI8986
 AI8986                          STATION DESCRIPTION
 AI8986
 AI8986'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI8986'THE STATION IS LOCATED APPROXIMATELY 8.0 MI (12.9 KM) SOUTHWEST OF
 AI8986'COVINGTON, 5.8 MI (9.3 KM) WEST OF BURLINGTON, AND IS 0.3 MI (0.5 KM)
 AI8986'EAST OF FLORENCE.
 AI8986'TO REACH THE STATION FROM THE JUNCTION DIXE HWY (KY RT 25) AND KY RT
 AI8986'1017 NORTHEAST OF FLORENCE, PROCEED NORTHEAST 0.3 MI (0.5 KM) ALONG
 AI8986'DIXIE HWY TO THE JUNCTION OF ROSE AVENUE.  TURN RIGHT AND PROCEED
 AI8986'SOUTHEAST 0.2 MI (0.3 KM) ALONG ROSE AVENUE TO THE STATION ON THE
 AI8986'RIGHT AT THE TOP OF A GRASS MOUND, ACROSS THE STREET FROM HOUSE NUMBER
 AI8986'19.
 AI8986'THE STATION IS LOCATED 17.983 M (58.999 FT) SOUTHEAST FROM THE
 AI8986'SOUTHEAST CORNER ON THE NORTHERNMOST APARTMENT BUILDING, 16.825 M
 AI8986'(55.200 FT) SOUTHEAST FROM A POST WITH A BASKETBALL NET, AND 8.870 M
 AI8986'(29.101 FT) WEST FROM THE WEST EDGE OF ROSE AVENUE.  THE STATION IS AN
 AI8986'ALUMINUM WOOLPERT SURVEY DISK SET IN THE TOP OF A 0.3 M (1.0 FT)
 AI8986'DIAMETER CONCRETE MONUMENT WITH AN IMBEDDED REBAR AND IS SET FLUSH
 AI8986'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2723 ***********************************************************************
 GA2723  DESIGNATION -  1012
 GA2723  PID         -  GA2723
 GA2723  STATE/COUNTY-  KY/BELL
 GA2723  USGS QUAD   -  PINEVILLE (1974)
 GA2723
 GA2723                         *CURRENT SURVEY CONTROL
 GA2723  ___________________________________________________________________
 GA2723* NAD 83(1986)-  36 45 42.     (N)    083 41 44.     (W)     SCALED    
 GA2723* NAVD 88     -       309.322  (meters)    1014.83   (feet)  ADJUSTED  
 GA2723  ___________________________________________________________________
 GA2723  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GA2723  DYNAMIC HT  -         309.059 (meters)    1013.97  (feet)  COMP
 GA2723  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 GA2723
 GA2723  VERT ORDER  -  SECOND    CLASS 0
 GA2723
 GA2723.The horizontal coordinates were scaled from a topographic map and have
 GA2723.an estimated accuracy of +/- 6 seconds.
 GA2723
 GA2723.The orthometric height was determined by differential leveling
 GA2723.and adjusted by the National Geodetic Survey in June 1991..
 GA2723
 GA2723.The geoid height was determined by GEOID03.
 GA2723
 GA2723.The dynamic height is computed by dividing the NAVD 88
 GA2723.geopotential number by the normal gravity value computed on the
 GA2723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2723.degrees latitude (g = 980.6199 gals.).
 GA2723
 GA2723.The modeled gravity was interpolated from observed gravity values.
 GA2723
 GA2723;                    North         East    Units  Estimated Accuracy
 GA2723;SPC KY1Z     - 1,049,560.    1,683,440.      MT  (+/- 180 meters Scaled)
 GA2723
 GA2723                          SUPERSEDED SURVEY CONTROL
 GA2723
 GA2723  NGVD 29 (??/??/92)  309.471  (m)         1015.32   (f) ADJ UNCH    2 0
 GA2723
 GA2723.Superseded values are not recommended for survey control.
 GA2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2723.See file dsdata.txt to determine how the superseded data were derived.
 GA2723
 GA2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA593718(NAD 83)
 GA2723_MARKER: DD = SURVEY DISK
 GA2723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2723_SP_SET: BUILDING
 GA2723_STAMPING: 1012 LEX 1015.323
 GA2723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2723
 GA2723  HISTORY     - Date     Condition        Report By
 GA2723  HISTORY     - UNK      MONUMENTED       CGS
 GA2723  HISTORY     - 1951     GOOD             NGS
 GA2723  HISTORY     - 1975     GOOD             NGS
 GA2723
 GA2723                          STATION DESCRIPTION
 GA2723
 GA2723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GA2723'AT PINEVILLE.
 GA2723'AT PINEVILLE, SET VERTICALLY IN THE EAST FACE AT NORTHEAST CORNER
 GA2723'OF COURT HOUSE, 2 FEET SOUTH OF CORNER AND 2 FEET ABOVE A WALK.
 GA2723
 GA2723                          STATION RECOVERY (1975)
 GA2723
 GA2723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9013 ***********************************************************************
 AI9013  DESIGNATION -  101A
 AI9013  PID         -  AI9013
 AI9013  STATE/COUNTY-  KY/KENTON
 AI9013  USGS QUAD   -  COVINGTON (1987)
 AI9013
 AI9013                         *CURRENT SURVEY CONTROL
 AI9013  ___________________________________________________________________
 AI9013* NAD 83(1993)-  39 00 08.85336(N)    084 37 21.91230(W)     ADJUSTED  
 AI9013* NAVD 88     -       274.3    (meters)     900.     (feet)  GPS OBS   
 AI9013  ___________________________________________________________________
 AI9013  X           -     465,129.426 (meters)                     COMP
 AI9013  Y           -  -4,941,499.867 (meters)                     COMP
 AI9013  Z           -   3,992,680.420 (meters)                     COMP
 AI9013  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AI9013  ELLIP HEIGHT-         240.29  (meters)          (01/02/01) GPS OBS
 AI9013  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 AI9013
 AI9013  HORZ ORDER  -  FIRST
 AI9013  ELLP ORDER  -  THIRD     CLASS II
 AI9013
 AI9013.The horizontal coordinates were established by GPS observations
 AI9013.and adjusted by the National Geodetic Survey in January 2001..
 AI9013
 AI9013.The orthometric height was determined by GPS observations and a
 AI9013.high-resolution geoid model.
 AI9013
 AI9013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9013
 AI9013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9013
 AI9013.The ellipsoidal height was determined by GPS observations
 AI9013.and is referenced to NAD 83.
 AI9013
 AI9013.The geoid height was determined by GEOID03.
 AI9013
 AI9013;                    North         East     Units Scale Factor Converg.
 AI9013;SPC KY1Z     - 1,296,837.150 1,597,653.158   MT  1.00009827   +0 41 31.5
 AI9013;SPC KY1Z     - 4,254,706.55  5,241,633.74   sFT  1.00009827   +0 41 31.5
 AI9013;SPC KY N     -   166,839.796   467,710.736   MT  1.00000564   -0 13 54.8
 AI9013;SPC KY N     -   547,373.56  1,534,480.97   sFT  1.00000564   -0 13 54.8
 AI9013;UTM  16      - 4,319,738.034   705,855.231   MT  1.00012183   +1 29 48.0
 AI9013
 AI9013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9013!SPC KY1Z     -   0.99996230  x   1.00009827  =   1.00006057
 AI9013!SPC KY N     -   0.99996230  x   1.00000564  =   0.99996794
 AI9013!UTM  16      -   0.99996230  x   1.00012183  =   1.00008413
 AI9013
 AI9013|---------------------------------------------------------------------|
 AI9013| PID    Reference Object                     Distance      Geod. Az  |
 AI9013|                                                           dddmmss.s |
 AI9013| AI8986 101                                 197.754 METERS 10453     |
 AI9013|---------------------------------------------------------------------|
 AI9013
 AI9013                          SUPERSEDED SURVEY CONTROL
 AI9013
 AI9013.No superseded survey control is available for this station.
 AI9013
 AI9013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0585519738(NAD 83)
 AI9013_MARKER: DD = SURVEY DISK
 AI9013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9013_STAMPING: 101A SET 2000
 AI9013_MARK LOGO: WOOLPT
 AI9013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9013+STABILITY: SURFACE MOTION
 AI9013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9013+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9013
 AI9013  HISTORY     - Date     Condition        Report By
 AI9013  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9013
 AI9013                          STATION DESCRIPTION
 AI9013
 AI9013'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9013'THE STATION IS LOCATED APPROXIMATELY 8.0 MI (12.9 KM) SOUTHWEST OF
 AI9013'COVINGTON, 5.8 MI (9.3 KM) WEST OF BURLINGTON, AND IS 0.3 MI (0.5 KM)
 AI9013'EAST OF FLORENCE.
 AI9013'TO REACH THE STATION FROM THE JUNCTION DIXE HWY (KY RT 25) AND TURFWAY
 AI9013'ROAD (KY RT 1017) NORTHEAST OF FLORENCE, PROCEED SOUTHWEST 0.1 MI (0.2
 AI9013'KM) ALONG DIXIE HWY TO THE STATION ON THE RIGHT, IN THE GRASS MEDIAN
 AI9013'BETWEEN THE VICTORY BAPTIST CHURCH AND THE KENTUCKY FEDERAL BANK.
 AI9013'THE STATION IS LOCATED 33.840 M (111.023 FT) SOUTHWEST OF THE
 AI9013'SOUTHWEST CORNER OF A CHURCH SIGN, 12.558 M (41.201 FT) NORTHEAST OF
 AI9013'THE NORTHEAST CORNER OF THE KENTUCKY FEDERAL BANK, 11.000 M (36.089
 AI9013'FT) NORTHWEST OF THE CENTERLINE OF DIXIE HWY, AND 9.785 M (32.103 FT)
 AI9013'SOUTHEAST OF THE SOUTHEAST CORNER OF A HEADWALL.  THE STATION IS AN
 AI9013'ALUMINUM WOOLPERT SURVEY DISK STAMPED-- 101A SET 2000-- SET IN THE TOP
 AI9013'OF A 0.3 M (1.0 FT) DIAMETER CONCRETE MONUMENT WITH AN IMBEDDED REBAR
 AI9013'AND IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0172 ***********************************************************************
 HZ0172  DESIGNATION -  103
 HZ0172  PID         -  HZ0172
 HZ0172  STATE/COUNTY-  KY/FAYETTE
 HZ0172  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0172
 HZ0172                         *CURRENT SURVEY CONTROL
 HZ0172  ___________________________________________________________________
 HZ0172* NAD 83(1986)-  38 00 08.     (N)    084 23 35.     (W)     SCALED    
 HZ0172* NAVD 88     -       315.030  (meters)    1033.56   (feet)  ADJUSTED  
 HZ0172  ___________________________________________________________________
 HZ0172  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HZ0172  DYNAMIC HT  -         314.802 (meters)    1032.81  (feet)  COMP
 HZ0172  MODELED GRAV-     979,898.1   (mgal)                       NAVD 88
 HZ0172
 HZ0172  VERT ORDER  -  SECOND    CLASS 0
 HZ0172
 HZ0172.The horizontal coordinates were scaled from a topographic map and have
 HZ0172.an estimated accuracy of +/- 6 seconds.
 HZ0172
 HZ0172.The orthometric height was determined by differential leveling
 HZ0172.and adjusted by the National Geodetic Survey in June 1991..
 HZ0172
 HZ0172.The geoid height was determined by GEOID03.
 HZ0172
 HZ0172.The dynamic height is computed by dividing the NAVD 88
 HZ0172.geopotential number by the normal gravity value computed on the
 HZ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0172.degrees latitude (g = 980.6199 gals.).
 HZ0172
 HZ0172.The modeled gravity was interpolated from observed gravity values.
 HZ0172
 HZ0172;                    North         East    Units  Estimated Accuracy
 HZ0172;SPC KY1Z     - 1,186,080.    1,619,170.      MT  (+/- 180 meters Scaled)
 HZ0172
 HZ0172                          SUPERSEDED SURVEY CONTROL
 HZ0172
 HZ0172  NGVD 29 (??/??/92)  315.187  (m)         1034.08   (f) ADJ UNCH    2 0
 HZ0172
 HZ0172.Superseded values are not recommended for survey control.
 HZ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0172.See file dsdata.txt to determine how the superseded data were derived.
 HZ0172
 HZ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH288092(NAD 83)
 HZ0172_MARKER: DB = BENCH MARK DISK
 HZ0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0172_STAMPING: 103
 HZ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0172+STABILITY: SURFACE MOTION
 HZ0172
 HZ0172  HISTORY     - Date     Condition        Report By
 HZ0172  HISTORY     - UNK      MONUMENTED       KYGS
 HZ0172  HISTORY     - 1960     GOOD             PAS
 HZ0172
 HZ0172                          STATION DESCRIPTION
 HZ0172
 HZ0172'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0172'4 MI NW FROM ATHENS.
 HZ0172'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAAD FROM
 HZ0172'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.7 MILES NORTH ALONG
 HZ0172'CLEVELAND ROAD, THENCE ABOUT 0.3 MILE NORTHWEST ALONG SULPHUR
 HZ0172'WELL ROAD, THENCE ABOUT 1.95 MILES WEST ALONG TODDS ROAD, THENCE
 HZ0172'ABOUT 0.55 MILE NORTHEAST ALONG THE WALNUT HILL-CHILESBURG ROAD,
 HZ0172'ABOUT 0.6 MILE SOUTHWEST OF THE C AND O. R.R. CROSSING AT WALNUT
 HZ0172'HILL, 51 FEET NORTH-NORHTWEST OF THE INTERSECTION OF ROAD AND FARM
 HZ0172'ROAD NORTHWEST, 43.9 FEET NORTH OF THE NORTH END OF METAL GATE,
 HZ0172'37.1 FEET NORTHWEST AND ACROSS ROAD FROM TELEPHONE POLE 66, 15 FEET
 HZ0172'WEST OF CENTER OF ROAD, 5.2 FEET SOUTH OF A 24 INCH LOCUST TREE,
 HZ0172'2.4 FEET EAST OF FENCE, 2.1 FEET EAST OF A METAL WITNESS POST AND
 HZ0172'SIGN AND ABOUT 4 FEET HIGHER THAN ROAD.  A STATE SURVEY DISK
 HZ0172'STAMPED 103 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 HZ0172'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8987 ***********************************************************************
 AI8987  DESIGNATION -  103
 AI8987  PID         -  AI8987
 AI8987  STATE/COUNTY-  KY/KENTON
 AI8987  USGS QUAD   -  INDEPENDENCE (1981)
 AI8987
 AI8987                         *CURRENT SURVEY CONTROL
 AI8987  ___________________________________________________________________
 AI8987* NAD 83(1993)-  38 58 36.76345(N)    084 36 27.93980(W)     ADJUSTED  
 AI8987* NAVD 88     -       268.3    (meters)     880.     (feet)  GPS OBS   
 AI8987  ___________________________________________________________________
 AI8987  X           -     466,589.915 (meters)                     COMP
 AI8987  Y           -  -4,943,152.325 (meters)                     COMP
 AI8987  Z           -   3,990,469.322 (meters)                     COMP
 AI8987  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AI8987  ELLIP HEIGHT-         234.36  (meters)          (01/02/01) GPS OBS
 AI8987  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 AI8987
 AI8987  HORZ ORDER  -  FIRST
 AI8987  ELLP ORDER  -  THIRD     CLASS II
 AI8987
 AI8987.The horizontal coordinates were established by GPS observations
 AI8987.and adjusted by the National Geodetic Survey in January 2001..
 AI8987
 AI8987.The orthometric height was determined by GPS observations and a
 AI8987.high-resolution geoid model.
 AI8987
 AI8987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8987
 AI8987.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8987
 AI8987.The ellipsoidal height was determined by GPS observations
 AI8987.and is referenced to NAD 83.
 AI8987
 AI8987.The geoid height was determined by GEOID03.
 AI8987
 AI8987;                    North         East     Units Scale Factor Converg.
 AI8987;SPC KY1Z     - 1,294,013.059 1,598,986.641   MT  1.00008956   +0 42 04.6
 AI8987;SPC KY1Z     - 4,245,441.18  5,246,008.67   sFT  1.00008956   +0 42 04.6
 AI8987;SPC KY N     -   163,994.827   468,998.392   MT  1.00000157   -0 13 21.2
 AI8987;SPC KY N     -   538,039.69  1,538,705.56   sFT  1.00000157   -0 13 21.2
 AI8987;UTM  16      - 4,316,932.850   707,228.266   MT  1.00012882   +1 30 19.0
 AI8987
 AI8987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8987!SPC KY1Z     -   0.99996323  x   1.00008956  =   1.00005279
 AI8987!SPC KY N     -   0.99996323  x   1.00000157  =   0.99996480
 AI8987!UTM  16      -   0.99996323  x   1.00012882  =   1.00009205
 AI8987
 AI8987:                Primary Azimuth Mark                     Grid Az
 AI8987:SPC KY1Z     -  103A                                     092 26 08.4
 AI8987:SPC KY N     -  103A                                     093 21 34.2
 AI8987:UTM  16      -  103A                                     091 37 54.0
 AI8987
 AI8987|---------------------------------------------------------------------|
 AI8987| PID    Reference Object                     Distance      Geod. Az  |
 AI8987|                                                           dddmmss.s |
 AI8987| AI9014 103A                                440.395 METERS 0930813.0 |
 AI8987|---------------------------------------------------------------------|
 AI8987
 AI8987                          SUPERSEDED SURVEY CONTROL
 AI8987
 AI8987.No superseded survey control is available for this station.
 AI8987
 AI8987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0722816933(NAD 83)
 AI8987_MARKER: DD = SURVEY DISK
 AI8987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8987_STAMPING: 103 SET 2000
 AI8987_MARK LOGO: WOOLPT
 AI8987_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8987+STABILITY: SURFACE MOTION
 AI8987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8987+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8987
 AI8987  HISTORY     - Date     Condition        Report By
 AI8987  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI8987
 AI8987                          STATION DESCRIPTION
 AI8987
 AI8987'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI8987'THE STATION IS LOCATED APPROXIMATELY 8.8 MI (14.2 KM) SOUTHWEST OF
 AI8987'COVINGTON, 7.2 MI (11.6 KM) SOUTHEAST OF BURLINGTON, AND 2.0 MI (3.2
 AI8987'KM) SOUTH OF FLORENCE.  OWNERSHIP-- STATE OF KENTUCKY RIGHT OF WAY.
 AI8987'TO REACH THE STATION FROM THE JUNCTION OF DIXIE HIGHWAY AND KY RT 1829
 AI8987'(INDUSTRIAL ROAD) , PROCEED EAST 0.65 MI (1.05 KM) ALONG INDUSTRIAL
 AI8987'ROAD TO THE STATION ON THE RIGHT, PASSING UNDER A RAILROAD OVERPASS
 AI8987'AFTER 1.2 MI, (1.9 KM) JUST BEFORE THE JUNCTION OF KY RT 1829 AND
 AI8987'HOLTON ROAD.
 AI8987'THE STATION IS LOCATED 17.526 M (57.500 FT) NORTHWEST OF A FIRE
 AI8987'HYDRANT, 15.514 M (50.899 FT) SOUTH OF KY RT 1829, 10.668 M (35.000
 AI8987'FT) SOUTHWEST OF A RIGHT OF WAY MARKER, AND 6.858 M (22.500 FT)
 AI8987'SOUTHEAST OF ANOTHER RIGHT OF WAY MARKER.  THE STATION IS AN ALUMINUM
 AI8987'DISK STAMPED-- 103 SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT)
 AI8987'DIAMETER ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH
 AI8987'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0686 ***********************************************************************
 GY0686  DESIGNATION -  1039
 GY0686  PID         -  GY0686
 GY0686  STATE/COUNTY-  KY/PIKE
 GY0686  USGS QUAD   -  JAMBOREE (1977)
 GY0686
 GY0686                         *CURRENT SURVEY CONTROL
 GY0686  ___________________________________________________________________
 GY0686* NAD 83(1986)-  37 29 13.     (N)    082 11 17.     (W)     SCALED    
 GY0686* NAVD 88     -       316.582  (meters)    1038.65   (feet)  ADJUSTED  
 GY0686  ___________________________________________________________________
 GY0686  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY0686  DYNAMIC HT  -         316.334 (meters)    1037.84  (feet)  COMP
 GY0686  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 GY0686
 GY0686  VERT ORDER  -  SECOND    CLASS 0
 GY0686
 GY0686.The horizontal coordinates were scaled from a topographic map and have
 GY0686.an estimated accuracy of +/- 6 seconds.
 GY0686
 GY0686.The orthometric height was determined by differential leveling
 GY0686.and adjusted by the National Geodetic Survey in June 1991..
 GY0686
 GY0686.The geoid height was determined by GEOID03.
 GY0686
 GY0686.The dynamic height is computed by dividing the NAVD 88
 GY0686.geopotential number by the normal gravity value computed on the
 GY0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0686.degrees latitude (g = 980.6199 gals.).
 GY0686
 GY0686.The modeled gravity was interpolated from observed gravity values.
 GY0686
 GY0686;                    North         East    Units  Estimated Accuracy
 GY0686;SPC KY1Z     - 1,134,040.    1,814,920.      MT  (+/- 180 meters Scaled)
 GY0686
 GY0686                          SUPERSEDED SURVEY CONTROL
 GY0686
 GY0686  NGVD 29 (??/??/92)  316.783  (m)         1039.31   (f) ADJ UNCH    2 0
 GY0686
 GY0686.Superseded values are not recommended for survey control.
 GY0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0686.See file dsdata.txt to determine how the superseded data were derived.
 GY0686
 GY0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB949495(NAD 83)
 GY0686_MARKER: DD = SURVEY DISK
 GY0686_SETTING: 80 = SET IN A BOULDER
 GY0686_SP_SET: BOULDER
 GY0686_STAMPING: KY 1039.312
 GY0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0686+STABILITY: SURFACE MOTION
 GY0686
 GY0686  HISTORY     - Date     Condition        Report By
 GY0686  HISTORY     - UNK      MONUMENTED       USGS
 GY0686  HISTORY     - 1956     POOR             NGS
 GY0686
 GY0686                          STATION DESCRIPTION
 GY0686
 GY0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0686'AT COLEMAN.
 GY0686'AT COLEMAN, AT THE SCHOOL, SET IN THE TOP OF A PARTIALLY BURIED
 GY0686'BOULDER AT THE FOOT OF A ROCKY HILL, 150 FEET NORTHWEST OF THE
 GY0686'CENTER OF HIGHWAY, 77.5 FEET NORTHWEST OF WEST CORNER OF SCHOOL,
 GY0686'27.5 FEET WEST OF A WELL PUMP, 10 FEET NORTHWEST OF A POWER LINE,
 GY0686'ABOUT 6 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9014 ***********************************************************************
 AI9014  DESIGNATION -  103A
 AI9014  PID         -  AI9014
 AI9014  STATE/COUNTY-  KY/KENTON
 AI9014  USGS QUAD   -  INDEPENDENCE (1981)
 AI9014
 AI9014                         *CURRENT SURVEY CONTROL
 AI9014  ___________________________________________________________________
 AI9014* NAD 83(1993)-  38 58 35.98155(N)    084 36 09.67141(W)     ADJUSTED  
 AI9014* NAVD 88     -       256.7    (meters)     842.     (feet)  GPS OBS   
 AI9014  ___________________________________________________________________
 AI9014  X           -     467,028.296 (meters)                     COMP
 AI9014  Y           -  -4,943,117.118 (meters)                     COMP
 AI9014  Z           -   3,990,443.293 (meters)                     COMP
 AI9014  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AI9014  ELLIP HEIGHT-         222.78  (meters)          (01/02/01) GPS OBS
 AI9014  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 AI9014
 AI9014  HORZ ORDER  -  FIRST
 AI9014  ELLP ORDER  -  THIRD     CLASS II
 AI9014
 AI9014.The horizontal coordinates were established by GPS observations
 AI9014.and adjusted by the National Geodetic Survey in January 2001..
 AI9014
 AI9014.The orthometric height was determined by GPS observations and a
 AI9014.high-resolution geoid model.
 AI9014
 AI9014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9014
 AI9014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9014
 AI9014.The ellipsoidal height was determined by GPS observations
 AI9014.and is referenced to NAD 83.
 AI9014
 AI9014.The geoid height was determined by GEOID03.
 AI9014
 AI9014;                    North         East     Units Scale Factor Converg.
 AI9014;SPC KY1Z     - 1,293,994.341 1,599,426.677   MT  1.00008949   +0 42 15.9
 AI9014;SPC KY1Z     - 4,245,379.77  5,247,452.36   sFT  1.00008949   +0 42 15.9
 AI9014;SPC KY N     -   163,969.020   469,438.030   MT  1.00000153   -0 13 09.8
 AI9014;SPC KY N     -   537,955.03  1,540,147.94   sFT  1.00000153   -0 13 09.8
 AI9014;UTM  16      - 4,316,920.309   707,668.539   MT  1.00013106   +1 30 30.4
 AI9014
 AI9014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9014!SPC KY1Z     -   0.99996505  x   1.00008949  =   1.00005453
 AI9014!SPC KY N     -   0.99996505  x   1.00000153  =   0.99996658
 AI9014!UTM  16      -   0.99996505  x   1.00013106  =   1.00009610
 AI9014
 AI9014:                Primary Azimuth Mark                     Grid Az
 AI9014:SPC KY1Z     -  103                                      272 26 08.6
 AI9014:SPC KY N     -  103                                      273 21 34.3
 AI9014:UTM  16      -  103                                      271 37 54.1
 AI9014
 AI9014|---------------------------------------------------------------------|
 AI9014| PID    Reference Object                     Distance      Geod. Az  |
 AI9014|                                                           dddmmss.s |
 AI9014| AI8987 103                                 440.395 METERS 2730824.5 |
 AI9014|---------------------------------------------------------------------|
 AI9014
 AI9014                          SUPERSEDED SURVEY CONTROL
 AI9014
 AI9014.No superseded survey control is available for this station.
 AI9014
 AI9014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0766916920(NAD 83)
 AI9014_MARKER: DD = SURVEY DISK
 AI9014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9014_STAMPING: 103A SET 2000
 AI9014_MARK LOGO: WOOLPT
 AI9014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9014+STABILITY: SURFACE MOTION
 AI9014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9014+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9014
 AI9014  HISTORY     - Date     Condition        Report By
 AI9014  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9014
 AI9014                          STATION DESCRIPTION
 AI9014
 AI9014'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9014'THE STATION IS LOCATED APPROXIMATELY 8.7 MI (14.0 KM) SOUTHWEST OF
 AI9014'COVINGTON, 7.3 MI (11.7 KM) SOUTHEAST OF BURLINGTON, AND 2.0 MI (3.2
 AI9014'KM) SOUTH OF FLORENCE.
 AI9014'TO REACH THE STATION FROM THE JUNCTION OF DIXIE HIGHWAY AND KY RT 1829
 AI9014'(INDUSTRIAL ROAD) , PROCEED EAST 0.75 MI (1.21 KM) ALONG INDUSTRIAL
 AI9014'ROAD TO THE STATION ON THE RIGHT, PASSING UNDER A RAILROAD OVERPASS
 AI9014'AFTER 1.2 MI, (1.9 KM) JUST PAST THE JUNCTION OF INDUSTRIAL ROAD AND
 AI9014'PRODUCTION DRIVE.
 AI9014'THE STATION IS LOCATED 31.545 M (103.494 FT) NORTH OF A CATCHBASIN,
 AI9014'10.760 M (35.302 FT) EAST OF THE CENTERLINE OF PRODUCTION DRIVE, 8.778
 AI9014'M (28.799 FT) SOUTH OF THE CENTERLINE OF INDUSTRIAL DRIVE, AND 7.950 M
 AI9014'(26.083 FT) NORTHEAST OF A MANHOLE.  THE STATION IS AN ALUMINUM DISK
 AI9014'STAMPED-- 103A SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER
 AI9014'ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE
 AI9014'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1877 ***********************************************************************
 GY1877  DESIGNATION -  104 EOM
 GY1877  PID         -  GY1877
 GY1877  STATE/COUNTY-  KY/MAGOFFIN
 GY1877  USGS QUAD   -  SALYERSVILLE NORTH (1992)
 GY1877
 GY1877                         *CURRENT SURVEY CONTROL
 GY1877  ___________________________________________________________________
 GY1877* NAD 83(1986)-  37 48 39.     (N)    083 00 58.     (W)     SCALED    
 GY1877* NAVD 88     -       275.398  (meters)     903.53   (feet)  ADJUSTED  
 GY1877  ___________________________________________________________________
 GY1877  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GY1877  DYNAMIC HT  -         275.190 (meters)     902.85  (feet)  COMP
 GY1877  MODELED GRAV-     979,866.2   (mgal)                       NAVD 88
 GY1877
 GY1877  VERT ORDER  -  SECOND    CLASS 0
 GY1877
 GY1877.The horizontal coordinates were scaled from a topographic map and have
 GY1877.an estimated accuracy of +/- 6 seconds.
 GY1877
 GY1877.The orthometric height was determined by differential leveling
 GY1877.and adjusted by the National Geodetic Survey in June 1991..
 GY1877
 GY1877.The geoid height was determined by GEOID03.
 GY1877
 GY1877.The dynamic height is computed by dividing the NAVD 88
 GY1877.geopotential number by the normal gravity value computed on the
 GY1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1877.degrees latitude (g = 980.6199 gals.).
 GY1877
 GY1877.The modeled gravity was interpolated from observed gravity values.
 GY1877
 GY1877;                    North         East    Units  Estimated Accuracy
 GY1877;SPC KY1Z     - 1,167,500.    1,740,680.      MT  (+/- 180 meters Scaled)
 GY1877
 GY1877                          SUPERSEDED SURVEY CONTROL
 GY1877
 GY1877  NGVD 29 (??/??/92)  275.588  (m)          904.16   (f) ADJ UNCH    2 0
 GY1877
 GY1877.Superseded values are not recommended for survey control.
 GY1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1877.See file dsdata.txt to determine how the superseded data were derived.
 GY1877
 GY1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB225867(NAD 83)
 GY1877_MARKER: DB = BENCH MARK DISK
 GY1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1877_STAMPING: 104 EOM 1949 904.158
 GY1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1877+STABILITY: SURFACE MOTION
 GY1877
 GY1877  HISTORY     - Date     Condition        Report By
 GY1877  HISTORY     - 1949     MONUMENTED       USGS
 GY1877  HISTORY     - 1955     GOOD             NGS
 GY1877  HISTORY     - 19990319 MARK NOT FOUND   KYDT
 GY1877
 GY1877                          STATION DESCRIPTION
 GY1877
 GY1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1877'2.8 MI N FROM FALCON.
 GY1877'0.65 MILE NORTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GY1877'AT FALCON, THENCE 2.1 MILES NORTHWEST ALONG A GRAVEL ROAD, 0.5
 GY1877'MILE SOUTHEAST OF POST OFFICE AT LEATHA, 65 YARDS NORTHWEST OF
 GY1877'A CROSSROAD, 21 FEET NORTHEAST OF CENTER OF ROAD, 34 FEET
 GY1877'NORTH OF NORTH CORNER OF A 6-FOOT CONCRETE BOX CULVERT, 60 FEET
 GY1877'SOUTHEAST OF SOUTH CORNER OF A GARAGE, 2 FEET NORTHEAST OF A FENCE
 GY1877'LINE, 1 FOOT SOUTHEAST OF A WHITE WITNESS POST, 2 FEET BELOW
 GY1877'THE LEVEL OF ROAD.  NOTE-- MARK IS ABOUT 1.25 MILES SOUTH ALONG
 GY1877'A GRAVEL ROAD FROM THE POST OFFICE AND ROAD JUNCTION AT
 GY1877'WHEELERSBURG.
 GY1877
 GY1877                          STATION RECOVERY (1999)
 GY1877
 GY1877'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1877'AREA AT LOCATION APPEARS TO HAVE BEEN FILLED IN AFTER A DIM ROAD
 GY1877'NORTHWEST WITH CULVERT PIPE HAS BEEN CUT IN PREVIOUSLY. MARK, IF HERE,
 GY1877'WOULD BE BURIED 2-3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0747 ***********************************************************************
 HZ0747  DESIGNATION -  104 JWM
 HZ0747  PID         -  HZ0747
 HZ0747  STATE/COUNTY-  KY/GALLATIN
 HZ0747  USGS QUAD   -  PATRIOT (1994)
 HZ0747
 HZ0747                         *CURRENT SURVEY CONTROL
 HZ0747  ___________________________________________________________________
 HZ0747* NAD 83(1986)-  38 45 38.     (N)    084 49 15.     (W)     SCALED    
 HZ0747* NAVD 88     -       156.749  (meters)     514.27   (feet)  ADJUSTED  
 HZ0747  ___________________________________________________________________
 HZ0747  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0747  DYNAMIC HT  -         156.649 (meters)     513.94  (feet)  COMP
 HZ0747  MODELED GRAV-     979,988.3   (mgal)                       NAVD 88
 HZ0747
 HZ0747  VERT ORDER  -  SECOND    CLASS 0
 HZ0747
 HZ0747.The horizontal coordinates were scaled from a topographic map and have
 HZ0747.an estimated accuracy of +/- 6 seconds.
 HZ0747
 HZ0747.The orthometric height was determined by differential leveling
 HZ0747.and adjusted by the National Geodetic Survey in June 1991..
 HZ0747
 HZ0747.The geoid height was determined by GEOID03.
 HZ0747
 HZ0747.The dynamic height is computed by dividing the NAVD 88
 HZ0747.geopotential number by the normal gravity value computed on the
 HZ0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0747.degrees latitude (g = 980.6199 gals.).
 HZ0747
 HZ0747.The modeled gravity was interpolated from observed gravity values.
 HZ0747
 HZ0747;                    North         East    Units  Estimated Accuracy
 HZ0747;SPC KY1Z     - 1,269,790.    1,580,760.      MT  (+/- 180 meters Scaled)
 HZ0747
 HZ0747                          SUPERSEDED SURVEY CONTROL
 HZ0747
 HZ0747  NGVD 29 (??/??/92)  156.947  (m)          514.92   (f) ADJ UNCH    2 0
 HZ0747
 HZ0747.Superseded values are not recommended for survey control.
 HZ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0747.See file dsdata.txt to determine how the superseded data were derived.
 HZ0747
 HZ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH893924(NAD 83)
 HZ0747_MARKER: DD = SURVEY DISK
 HZ0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0747_STAMPING: 104 JWM 1949 (USGS)
 HZ0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0747+STABILITY: SURFACE MOTION
 HZ0747
 HZ0747  HISTORY     - Date     Condition        Report By
 HZ0747  HISTORY     - 1949     MONUMENTED       USGS
 HZ0747  HISTORY     - 1964     GOOD             NGS
 HZ0747
 HZ0747                          STATION DESCRIPTION
 HZ0747
 HZ0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0747'5 MI N FROM GLENCOE.
 HZ0747'ABOUT 3.8 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0747'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, ABOUT
 HZ0747'1.65 MILES SOUTH ALONG U.S. HIGHWAY 127 FROM THE JUNCTION OF
 HZ0747'U.S. HIGHWAY 42 AT THE NORTH OF SUGAR CREEK, 102 FEET NORTHEAST
 HZ0747'OF AN 18 INCH LOCUST TREE IN FORKS OF ROADS, 57 FEET SOUTHWEST
 HZ0747'OF THE CENTER OF THE EAST END OF AN 18 INCH CONCRETE PIPE
 HZ0747'CULVERT UNDER HIGHWAY, 31 FEET EAST OF THE CENTER OF U.S.
 HZ0747'HIGHWAY 127, 38 FEET NORTHEAST OF TIP OF VEGETATION BETWEEN
 HZ0747'FORKS OF ROADS, 1.1 FEET WEST OF METAL WITNESS POST AND SIGN.
 HZ0747'A USGS BENCH MARK DISK SET IN THE TOP OF CONCRETE POST PROJECTING
 HZ0747'4 INCHES AND ABOUT 2 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8988 ***********************************************************************
 AI8988  DESIGNATION -  105
 AI8988  PID         -  AI8988
 AI8988  STATE/COUNTY-  KY/KENTON
 AI8988  USGS QUAD   -  INDEPENDENCE (1981)
 AI8988
 AI8988                         *CURRENT SURVEY CONTROL
 AI8988  ___________________________________________________________________
 AI8988* NAD 83(1993)-  38 59 25.25829(N)    084 35 22.58674(W)     ADJUSTED  
 AI8988* NAVD 88     -       260.0    (meters)     853.     (feet)  GPS OBS   
 AI8988  ___________________________________________________________________
 AI8988  X           -     468,066.760 (meters)                     COMP
 AI8988  Y           -  -4,942,061.138 (meters)                     COMP
 AI8988  Z           -   3,991,626.566 (meters)                     COMP
 AI8988  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AI8988  ELLIP HEIGHT-         226.00  (meters)          (01/02/01) GPS OBS
 AI8988  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 AI8988
 AI8988  HORZ ORDER  -  FIRST
 AI8988  ELLP ORDER  -  THIRD     CLASS II
 AI8988
 AI8988.The horizontal coordinates were established by GPS observations
 AI8988.and adjusted by the National Geodetic Survey in January 2001..
 AI8988
 AI8988.The orthometric height was determined by GPS observations and a
 AI8988.high-resolution geoid model.
 AI8988
 AI8988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8988
 AI8988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8988
 AI8988.The ellipsoidal height was determined by GPS observations
 AI8988.and is referenced to NAD 83.
 AI8988
 AI8988.The geoid height was determined by GEOID03.
 AI8988
 AI8988;                    North         East     Units Scale Factor Converg.
 AI8988;SPC KY1Z     - 1,295,527.951 1,600,541.161   MT  1.00009412   +0 42 44.8
 AI8988;SPC KY1Z     - 4,250,411.29  5,251,108.79   sFT  1.00009412   +0 42 44.8
 AI8988;SPC KY N     -   165,484.328   470,576.992   MT  1.00000369   -0 12 40.5
 AI8988;SPC KY N     -   542,926.50  1,543,884.68   sFT  1.00000369   -0 12 40.5
 AI8988;UTM  16      - 4,318,469.478   708,761.430   MT  1.00013667   +1 31 01.7
 AI8988
 AI8988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8988!SPC KY1Z     -   0.99996454  x   1.00009412  =   1.00005866
 AI8988!SPC KY N     -   0.99996454  x   1.00000369  =   0.99996823
 AI8988!UTM  16      -   0.99996454  x   1.00013667  =   1.00010121
 AI8988
 AI8988                          SUPERSEDED SURVEY CONTROL
 AI8988
 AI8988.No superseded survey control is available for this station.
 AI8988
 AI8988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0876118469(NAD 83)
 AI8988_MARKER: DD = SURVEY DISK
 AI8988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8988_STAMPING: 105 SET 2000
 AI8988_MARK LOGO: WOOLPT
 AI8988_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8988+STABILITY: SURFACE MOTION
 AI8988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8988+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8988
 AI8988  HISTORY     - Date     Condition        Report By
 AI8988  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI8988
 AI8988                          STATION DESCRIPTION
 AI8988
 AI8988'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI8988'THE STATION IS LOCATED APPROXIMATELY 7.5 MI (12.1 KM) SOUTHWEST OF
 AI8988'COVINGTON, 7.6 MI (12.2 KM) SOUTHWEST OF BURLINGTON, AND 2.2 MI (3.5
 AI8988'KM) SOUTHEAST OF FLORENCE.
 AI8988'TO REACH THE STATION FROM THE JUNCTION DIXIE HIGHWAY (ST RT 25) AND KY
 AI8988'RT 1829 (INDUSTRIAL ROAD) , PROCEED EAST 2.5 MI (4.0 KM) ALONG KY RT
 AI8988'1829 TO THE JUNCTION OF KY RT 1303 (TURKEY FOOT ROAD) .  TURN RIGHT
 AI8988'AND PROCEED SOUTH 2.1 MI (3.4 KM) ALONG KY RT 1303 (TURKEY FOOT ROAD)
 AI8988'TO THE JUNCTIION OF AUTUMN ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED
 AI8988'WEST APPROXIMATELY 40 M (131.2 FT) ALONG AUTUMN ROAD TO THE STAITON ON
 AI8988'THE RIGHT.
 AI8988'THE STATION IS LOCATED 37.795 M (123.999 FT) WEST OF A UTILITY POLE,
 AI8988'35.173 M (115.397 FT) NORTHEAST OF A --20 MPH-- SIGN, AND 10.333 M
 AI8988'(33.901 FT) NORTH THE OF EDGE AUTUMN ROAD.  THE STATION IS AN ALUMINUM
 AI8988'DISK STAMPED-- 105 SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT)
 AI8988'DIAMETER ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBAR AND IS SET
 AI8988'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0744 ***********************************************************************
 HZ0744  DESIGNATION -  105 JWM
 HZ0744  PID         -  HZ0744
 HZ0744  STATE/COUNTY-  KY/GALLATIN
 HZ0744  USGS QUAD   -  GLENCOE (1969)
 HZ0744
 HZ0744                         *CURRENT SURVEY CONTROL
 HZ0744  ___________________________________________________________________
 HZ0744* NAD 83(1986)-  38 44 30.     (N)    084 50 03.     (W)     SCALED    
 HZ0744* NAVD 88     -       185.364  (meters)     608.15   (feet)  ADJUSTED  
 HZ0744  ___________________________________________________________________
 HZ0744  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ0744  DYNAMIC HT  -         185.246 (meters)     607.76  (feet)  COMP
 HZ0744  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 HZ0744
 HZ0744  VERT ORDER  -  SECOND    CLASS 0
 HZ0744
 HZ0744.The horizontal coordinates were scaled from a topographic map and have
 HZ0744.an estimated accuracy of +/- 6 seconds.
 HZ0744
 HZ0744.The orthometric height was determined by differential leveling
 HZ0744.and adjusted by the National Geodetic Survey in June 1991..
 HZ0744
 HZ0744.The geoid height was determined by GEOID03.
 HZ0744
 HZ0744.The dynamic height is computed by dividing the NAVD 88
 HZ0744.geopotential number by the normal gravity value computed on the
 HZ0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0744.degrees latitude (g = 980.6199 gals.).
 HZ0744
 HZ0744.The modeled gravity was interpolated from observed gravity values.
 HZ0744
 HZ0744;                    North         East    Units  Estimated Accuracy
 HZ0744;SPC KY1Z     - 1,267,690.    1,579,620.      MT  (+/- 180 meters Scaled)
 HZ0744
 HZ0744                          SUPERSEDED SURVEY CONTROL
 HZ0744
 HZ0744  NGVD 29 (??/??/92)  185.561  (m)          608.79   (f) ADJ UNCH    2 0
 HZ0744
 HZ0744.Superseded values are not recommended for survey control.
 HZ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0744.See file dsdata.txt to determine how the superseded data were derived.
 HZ0744
 HZ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH882903(NAD 83)
 HZ0744_MARKER: DD = SURVEY DISK
 HZ0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0744_STAMPING: 105 JWM 1949 (USGS)
 HZ0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0744+STABILITY: SURFACE MOTION
 HZ0744
 HZ0744  HISTORY     - Date     Condition        Report By
 HZ0744  HISTORY     - 1949     MONUMENTED       USGS
 HZ0744  HISTORY     - 1964     GOOD             NGS
 HZ0744
 HZ0744                          STATION DESCRIPTION
 HZ0744
 HZ0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0744'5.5 MI N FROM GLENCOE.
 HZ0744'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0744'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, ABOUT
 HZ0744'3.45 MILES SOUTH ALONG U.S. HIGHWAY 127 FROM THE JUNCTION OF
 HZ0744'U.S. HIGHWAY 42 AT THE MOUTH OF SUGAR CREEK, 18 FEET SOUTHWEST
 HZ0744'OF CENTER OF U.S. HIGHWAY 127, 13 FEET SOUTHEAST OF THE SOUTH
 HZ0744'END OF THE WEST HEADWALL OF A 5 FOOT BOX CULVERT UNDER HIGHWAY,
 HZ0744'1.7 FEET NORTHEAST OF A POWER POLE.  A USGS BENCH MARK DISK
 HZ0744'SET IN THE TOP OF CONCRETE POST PROJECTING 3 INCHES AND ABOUT 1 FOOT
 HZ0744'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1330 ***********************************************************************
 GZ1330  DESIGNATION -  1056
 GZ1330  PID         -  GZ1330
 GZ1330  STATE/COUNTY-  KY/LINCOLN
 GZ1330  USGS QUAD   -  STANFORD (1979)
 GZ1330
 GZ1330                         *CURRENT SURVEY CONTROL
 GZ1330  ___________________________________________________________________
 GZ1330* NAD 83(1986)-  37 31 14.     (N)    084 41 37.     (W)     SCALED    
 GZ1330* NAVD 88     -       321.759  (meters)    1055.64   (feet)  ADJUSTED  
 GZ1330  ___________________________________________________________________
 GZ1330  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GZ1330  DYNAMIC HT  -         321.510 (meters)    1054.82  (feet)  COMP
 GZ1330  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 GZ1330
 GZ1330  VERT ORDER  -  SECOND    CLASS 0
 GZ1330
 GZ1330.The horizontal coordinates were scaled from a topographic map and have
 GZ1330.an estimated accuracy of +/- 6 seconds.
 GZ1330
 GZ1330.The orthometric height was determined by differential leveling
 GZ1330.and adjusted by the National Geodetic Survey in June 1991..
 GZ1330
 GZ1330.The geoid height was determined by GEOID03.
 GZ1330
 GZ1330.The dynamic height is computed by dividing the NAVD 88
 GZ1330.geopotential number by the normal gravity value computed on the
 GZ1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1330.degrees latitude (g = 980.6199 gals.).
 GZ1330
 GZ1330.The modeled gravity was interpolated from observed gravity values.
 GZ1330
 GZ1330;                    North         East    Units  Estimated Accuracy
 GZ1330;SPC KY1Z     - 1,132,290.    1,593,380.      MT  (+/- 180 meters Scaled)
 GZ1330
 GZ1330                          SUPERSEDED SURVEY CONTROL
 GZ1330
 GZ1330  NGVD 29 (??/??/92)  321.896  (m)         1056.09   (f) ADJ UNCH    2 0
 GZ1330
 GZ1330.Superseded values are not recommended for survey control.
 GZ1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1330.See file dsdata.txt to determine how the superseded data were derived.
 GZ1330
 GZ1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG038551(NAD 83)
 GZ1330_MARKER: DD = SURVEY DISK
 GZ1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1330_STAMPING: 1056 1950 7 ADP 1056.087
 GZ1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1330+STABILITY: SURFACE MOTION
 GZ1330
 GZ1330  HISTORY     - Date     Condition        Report By
 GZ1330  HISTORY     - 1950     MONUMENTED       USGS
 GZ1330  HISTORY     - 1950     GOOD             NGS
 GZ1330  HISTORY     - 1958     GOOD             NGS
 GZ1330  HISTORY     - 1981     GOOD             KYDT
 GZ1330
 GZ1330                          STATION DESCRIPTION
 GZ1330
 GZ1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1330'1.8 MI SW FROM STANFORD.
 GZ1330'ABOUT 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GZ1330'JUNCTION OF U.S. HIGHWAY 150 AT STANFORD, ABOUT 90 YARDS
 GZ1330'NORTHEAST OF THE TOP OF A GRADE, ACROSS HIGHWAY FROM A BASEBALL
 GZ1330'PARK, 212 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE
 GZ1330'HIGHWAY AND A DRIVE SOUTHEAST TO A TWO STORY HOUSE AND BALL
 GZ1330'PARK, 24 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 27
 GZ1330'FEET SOUTHWEST OF POWER POLE NO. 3758, 2 1/2 FEET SOUTH OF A
 GZ1330'FENCE CORNER, 2 FEET SOUTHEAST OF A FENCE LINE, 1 1/2 FEET
 GZ1330'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ1330'PROJECTING 6 INCHES.
 GZ1330
 GZ1330                          STATION RECOVERY (1958)
 GZ1330
 GZ1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1330'RECOVERED IN GOOD CONDITION.
 GZ1330
 GZ1330                          STATION RECOVERY (1981)
 GZ1330
 GZ1330'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0632 ***********************************************************************
 HZ0632  DESIGNATION -  106
 HZ0632  PID         -  HZ0632
 HZ0632  STATE/COUNTY-  KY/BOONE
 HZ0632  USGS QUAD   -  RISING SUN (1994)
 HZ0632
 HZ0632                         *CURRENT SURVEY CONTROL
 HZ0632  ___________________________________________________________________
 HZ0632* NAD 83(1986)-  38 52 47.     (N)    084 46 53.     (W)     SCALED    
 HZ0632* NAVD 88     -       142.347  (meters)     467.02   (feet)  ADJUSTED  
 HZ0632  ___________________________________________________________________
 HZ0632  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HZ0632  DYNAMIC HT  -         142.258 (meters)     466.72  (feet)  COMP
 HZ0632  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 HZ0632
 HZ0632  VERT ORDER  -  FIRST     CLASS II
 HZ0632
 HZ0632.The horizontal coordinates were scaled from a topographic map and have
 HZ0632.an estimated accuracy of +/- 6 seconds.
 HZ0632
 HZ0632.The orthometric height was determined by differential leveling
 HZ0632.and adjusted by the National Geodetic Survey in June 1991..
 HZ0632
 HZ0632.The geoid height was determined by GEOID03.
 HZ0632
 HZ0632.The dynamic height is computed by dividing the NAVD 88
 HZ0632.geopotential number by the normal gravity value computed on the
 HZ0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0632.degrees latitude (g = 980.6199 gals.).
 HZ0632
 HZ0632.The modeled gravity was interpolated from observed gravity values.
 HZ0632
 HZ0632;                    North         East    Units  Estimated Accuracy
 HZ0632;SPC KY1Z     - 1,283,060.    1,584,050.      MT  (+/- 180 meters Scaled)
 HZ0632
 HZ0632                          SUPERSEDED SURVEY CONTROL
 HZ0632
 HZ0632  NGVD 29 (??/??/92)  142.551  (m)          467.69   (f) ADJ UNCH    1 2
 HZ0632
 HZ0632.Superseded values are not recommended for survey control.
 HZ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0632.See file dsdata.txt to determine how the superseded data were derived.
 HZ0632
 HZ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ924057(NAD 83)
 HZ0632_MARKER: DD = SURVEY DISK
 HZ0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0632_STAMPING: 106
 HZ0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0632+STABILITY: SURFACE MOTION
 HZ0632
 HZ0632  HISTORY     - Date     Condition        Report By
 HZ0632  HISTORY     - UNK      MONUMENTED       DOD
 HZ0632  HISTORY     - 1949     GOOD             NGS
 HZ0632  HISTORY     - 1964     GOOD             NGS
 HZ0632
 HZ0632                          STATION DESCRIPTION
 HZ0632
 HZ0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0632'.4 MI SE FROM HAMILTON.
 HZ0632'2.75 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 HZ0632'HAMILTON, 0.35 MILE SOUTHEAST OF THE OLD HAMILTON POST OFFICE,
 HZ0632'ABOUT 0.1 MILE SOUTHEAST OF THE HAMILTON STORE BUILDING AT THE
 HZ0632'RESIDENCE OF MR. HUFF, AT THE NORTHWEST PART OF A SMALL CULTIVATED
 HZ0632'FIELD, 128 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 HZ0632'HOUSE, 126 FEET SOUTH-SOUTHEAST OF THE CENTER OF A WELL, 43 FEET
 HZ0632'EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, 31 FEET EAST OF
 HZ0632'A FENCE CORNER, 11 FEET SOUTH-SOUTHEAST OF A FENCE LINE, ABOUT
 HZ0632'12 FEET ABOVE THE ROAD AND SET FLUSH WITH THE GROUND.  NOTE-- THE
 HZ0632'MARK IS AN IRON CAP ON AN IRON PIPE AND THE INSCRIPTION 106
 HZ0632'WAS NOT STAMPED ON BUT IS INSCRIBED WITH A SERIES OF CENTER
 HZ0632'PUNCH HOLES.
 HZ0632
 HZ0632                          STATION RECOVERY (1964)
 HZ0632
 HZ0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2243 ***********************************************************************
 GY2243  DESIGNATION -  1063
 GY2243  PID         -  GY2243
 GY2243  STATE/COUNTY-  KY/KNOTT
 GY2243  USGS QUAD   -  CARRIE (1992)
 GY2243
 GY2243                         *CURRENT SURVEY CONTROL
 GY2243  ___________________________________________________________________
 GY2243* NAD 83(1986)-  37 16 07.     (N)    083 03 57.     (W)     SCALED    
 GY2243* NAVD 88     -       324.025  (meters)    1063.07   (feet)  ADJUSTED  
 GY2243  ___________________________________________________________________
 GY2243  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GY2243  DYNAMIC HT  -         323.765 (meters)    1062.22  (feet)  COMP
 GY2243  MODELED GRAV-     979,818.3   (mgal)                       NAVD 88
 GY2243
 GY2243  VERT ORDER  -  SECOND    CLASS 0
 GY2243
 GY2243.The horizontal coordinates were scaled from a topographic map and have
 GY2243.an estimated accuracy of +/- 6 seconds.
 GY2243
 GY2243.The orthometric height was determined by differential leveling
 GY2243.and adjusted by the National Geodetic Survey in June 1991..
 GY2243
 GY2243.The geoid height was determined by GEOID03.
 GY2243
 GY2243.The dynamic height is computed by dividing the NAVD 88
 GY2243.geopotential number by the normal gravity value computed on the
 GY2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2243.degrees latitude (g = 980.6199 gals.).
 GY2243
 GY2243.The modeled gravity was interpolated from observed gravity values.
 GY2243
 GY2243;                    North         East    Units  Estimated Accuracy
 GY2243;SPC KY1Z     - 1,107,220.    1,738,040.      MT  (+/- 180 meters Scaled)
 GY2243
 GY2243                          SUPERSEDED SURVEY CONTROL
 GY2243
 GY2243  NGVD 29 (??/??/92)  324.185  (m)         1063.60   (f) ADJ UNCH    2 0
 GY2243
 GY2243.Superseded values are not recommended for survey control.
 GY2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2243.See file dsdata.txt to determine how the superseded data were derived.
 GY2243
 GY2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB168266(NAD 83)
 GY2243_MARKER: DD = SURVEY DISK
 GY2243_SETTING: 66 = SET IN ROCK OUTCROP
 GY2243_SP_SET: ROCK
 GY2243_STAMPING: KENTUCKY 1063.597
 GY2243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2243+STABILITY: POSITION/ELEVATION WELL
 GY2243
 GY2243  HISTORY     - Date     Condition        Report By
 GY2243  HISTORY     - UNK      MONUMENTED       USGS
 GY2243  HISTORY     - 1956     GOOD             NGS
 GY2243  HISTORY     - 19960610 MARK NOT FOUND   KYDT
 GY2243
 GY2243                          STATION DESCRIPTION
 GY2243
 GY2243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2243'5.5 MI NW FROM SASSAFRAS.
 GY2243'3.75 MILES NORTHWEST ALONG STATE HIGHWAY 354 FROM POST OFFICE
 GY2243'AND JUNCTION OF STATE HIGHWAY 15 AT SASSAFRAS, THENCE 1.55 MILES
 GY2243'NORTHWEST ALONG KELLY FORK TO UPPER LOTTS CREEK SCHOOL, THENCE
 GY2243'0.1 MILE NORTHWEST ALONG KELLY FORK, THENCE 0.1 MILE NORTHEAST
 GY2243'ALONG YOUNGS FORK, 15 FEET NORTHEAST OF A 12-FOOT HIGH UPENDED
 GY2243'BOULDER, SET IN THE TOP OF THE UPPER END OF A 2.5-FOOT HIGH
 GY2243'ROCK WHICH IS EMBEDDED IN THE SOUTHEAST EDGE OF CREEK BED AND
 GY2243'ABOUT 3 FEET ABOVE LEVEL OF CREEK BED.
 GY2243
 GY2243                          STATION RECOVERY (1996)
 GY2243
 GY2243'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0473 ***********************************************************************
 HA0473  DESIGNATION -  1065
 HA0473  PID         -  HA0473
 HA0473  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0473  USGS QUAD   -  ROME (1993)
 HA0473
 HA0473                         *CURRENT SURVEY CONTROL
 HA0473  ___________________________________________________________________
 HA0473* NAD 83(1993)-  37 53 24.18104(N)    086 35 33.29000(W)     ADJUSTED  
 HA0473* NAVD 88     -       121.737  (meters)     399.40   (feet)  ADJUSTED  
 HA0473  ___________________________________________________________________
 HA0473  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 HA0473  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HA0473  DYNAMIC HT  -         121.650 (meters)     399.11  (feet)  COMP
 HA0473  MODELED GRAV-     979,915.9   (mgal)                       NAVD 88
 HA0473
 HA0473  HORZ ORDER  -  SECOND
 HA0473  VERT ORDER  -  FIRST     CLASS II
 HA0473
 HA0473.The horizontal coordinates were established by classical geodetic methods
 HA0473.and adjusted by the National Geodetic Survey in December 1995..
 HA0473
 HA0473.The orthometric height was determined by differential leveling
 HA0473.and adjusted by the National Geodetic Survey in June 1991..
 HA0473.WARNING-Repeat measurements at this control monument indicate possible
 HA0473.vertical movement.
 HA0473
 HA0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0473
 HA0473.The geoid height was determined by GEOID03.
 HA0473
 HA0473.The dynamic height is computed by dividing the NAVD 88
 HA0473.geopotential number by the normal gravity value computed on the
 HA0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0473.degrees latitude (g = 980.6199 gals.).
 HA0473
 HA0473.The modeled gravity was interpolated from observed gravity values.
 HA0473
 HA0473;                    North         East     Units Scale Factor Converg.
 HA0473;SPC KY1Z     - 1,173,102.710 1,425,891.770   MT  0.99990497   -0 31 02.3
 HA0473;SPC KY1Z     - 3,848,754.47  4,678,113.25   sFT  0.99990497   -0 31 02.3
 HA0473;SPC KY S     -   673,091.705   425,885.267   MT  0.99999239   -0 30 39.6
 HA0473;SPC KY S     - 2,208,301.70  1,397,258.58   sFT  0.99999239   -0 30 39.6
 HA0473;SPC IN W     -   293,404.055   943,166.992   MT  0.99998961   +0 18 05.0
 HA0473;SPC IN W     -   962,609.80  3,094,373.71   sFT  0.99998961   +0 18 05.0
 HA0473;UTM  16      - 4,193,694.209   535,823.754   MT  0.99961581   +0 15 00.8
 HA0473
 HA0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0473!SPC KY1Z     -   0.99998594  x   0.99990497  =   0.99989091
 HA0473!SPC KY S     -   0.99998594  x   0.99999239  =   0.99997833
 HA0473!SPC IN W     -   0.99998594  x   0.99998961  =   0.99997555
 HA0473!UTM  16      -   0.99998594  x   0.99961581  =   0.99960175
 HA0473
 HA0473:                Primary Azimuth Mark                     Grid Az
 HA0473:SPC KY1Z     -  1065 AZ MK                               016 49 11.7
 HA0473:SPC KY S     -  1065 AZ MK                               016 48 49.0
 HA0473:SPC IN W     -  1065 AZ MK                               016 00 04.4
 HA0473:UTM  16      -  1065 AZ MK                               016 03 08.6
 HA0473
 HA0473|---------------------------------------------------------------------|
 HA0473| PID    Reference Object                     Distance      Geod. Az  |
 HA0473|                                                           dddmmss.s |
 HA0473| HA0476 1065 AZ MK                                         0161809.4 |
 HA0473| HA0472 1065 RM 1                            44.748 METERS 06252     |
 HA0473| HA0474 1065 RM 2                            45.415 METERS 29542     |
 HA0473|---------------------------------------------------------------------|
 HA0473
 HA0473                          SUPERSEDED SURVEY CONTROL
 HA0473
 HA0473  NAD 83(1986)-  37 53 24.18832(N)    086 35 33.29447(W) AD(       ) 2
 HA0473  NAD 27      -  37 53 23.97800(N)    086 35 33.36200(W) AD(       ) 2
 HA0473  NGVD 29 (??/??/92)  121.838  (m)          399.73   (f) ADJ UNCH    1 2
 HA0473
 HA0473.Superseded values are not recommended for survey control.
 HA0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0473.See file dsdata.txt to determine how the superseded data were derived.
 HA0473
 HA0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3582493694(NAD 83)
 HA0473_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0473_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0473_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0473_STAMPING: 1065
 HA0473_MARK LOGO: USE   
 HA0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0473
 HA0473  HISTORY     - Date     Condition        Report By
 HA0473  HISTORY     - 1946     MONUMENTED       DOD
 HA0473  HISTORY     - 1953     GOOD             CGS
 HA0473  HISTORY     - 1953     GOOD             CGS
 HA0473
 HA0473                          STATION DESCRIPTION
 HA0473
 HA0473'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946 (WJC)
 HA0473'THIS STATION IS ABOUT 4 MILES NORTHEAST OF CLOVERPORT, 6 FEET NORTH OF
 HA0473'THE SOUTH EDGE OF A LARGE FIELD, ABOUT 40 YARDS WEST OF THE SOUTHEAST
 HA0473'CORNER OF THE FIELD AND ABOUT 45 YARDS EAST OF THE SOUTHWEST CORNER.
 HA0473'THE UNDERGROUND MARK IS A COPPER BOLT SET IN CONCRETE. THE SURFACE
 HA0473'MARK PROJECTS 2 INCHES AND IS A 3-INCH IRON CAP BEARING A RAISED
 HA0473'CROSS AND THE RAISED LETTERS U.S.E.D.
 HA0473'
 HA0473'REFERENCE MARK NO. 1 IS 146.81 FEET WEST OF THE STATION, 3 FEET WEST
 HA0473'OF THE WEST EDGE OF THE FIELD AND 50 FEET NORTH OF THE
 HA0473'SOUTHWEST CORNER. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HA0473'TRAVERSE B.M. NO. 1065 U.S.E.D. 1946 NO 1.
 HA0473'
 HA0473'REFERENCE MARK NO. 2 IS 149.00 FEET NORTHEAST OF THE STATION, 2 FEET
 HA0473'EAST OF THE EAST EDGE OF THE FIELD AND 75 FEET NORTH OF THE
 HA0473'SOUTHEAST CORNER. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HA0473'TRAVERSE B.M. NO.1065 U.S.E.D. 1946 NO 2.
 HA0473'
 HA0473'THE AZIMUTH MARK IS NORTH OF THE STATION, 71 FEET SOUTHWEST OF A
 HA0473'WHITE BARN, 26 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 64
 HA0473'AND 2 FEET SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS 4 INCHES
 HA0473'AND THE DISK IS STAMPED TRAVERSE B.M. NO. 1065 U.S.E.D. 1946.
 HA0473'
 HA0473'TO REACH THE STATION FROM THE STEEL BRIDGE IN CLOVERPORT, GO EASTERLY
 HA0473'ON U.S. HIGHWAY 60 FOR 3.5 MILES TO THE JUNCTION WITH STATE HIGHWAY
 HA0473'64, TURN LEFT ON STATE HIGHWAY 64 AND GO 4.4 MILES TO A WIRE GATE* ON
 HA0473'THE LEFT JUST BEFORE REACHING A FARMHOUSE, TURN LEFT THROUGH THE GATE
 HA0473'AND GO 0.15 MILE TO THE EDGE OF A LARGE FIELD, TURN LEFT AND GO ABOUT
 HA0473'0.1 MILE TO THE SOUTHEAST CORNER OF THE FIELD, TURN RIGHT AND GO
 HA0473'ABOUT 40 YARDS TO THE STATION.
 HA0473'
 HA0473'*TO REACH THE AZIMUTH MARK FROM THE WIRE GATE, GO NORTH ON STATE
 HA0473'HIGHWAY 64 FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 HA0473'
 HA0473'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HA0473
 HA0473                          STATION RECOVERY (1953)
 HA0473
 HA0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CS)
 HA0473'THE STATION IS LOCATED ABOUT 2 1-2 MILES SOUTH OF ADDISON, ABOUT 4
 HA0473'MILES NORTHEAST OF CLOVERPORT, ALONG PROPERTY LINE BETWEEN THE
 HA0473'PATE FARM AND RIEDEL ESTATE, ABOUT 0.1 MILE WEST OF STATE HIGHWAY 64,
 HA0473'343 FEET WEST OF WEST RAIL OF THE LOUISVILLE AND NASHVILLE
 HA0473'RAILROAD, 20 FEET NORTH OF PROPERTY FENCE LINE, 2 1-2 FEET EAST OF A
 HA0473'NORTHSOUTH FENCE LINE, AND IS A U.S.E. CAP ON A 2-INCH PIPE WHICH IS
 HA0473'SET ON TOP OF A CONCRETE PEDESTAL WITH BOLT AND CAP IS ABOUT 2 INCHES
 HA0473'BELOW SURFACE OF GROUND. THE CAP IS STAMPED 1065 BUT THE STAMPING
 HA0473'IS WEATHERED AND BARELY LEGIBLE.
 HA0473'
 HA0473'REFERANCE MARK NO. 1 IS 146.84 FEET NORTHEAST OF THE STATION MARK,
 HA0473'212 FEET WEST OF WEST RAIL OF THE TRACK, 106 FEET NORTH OF
 HA0473'PROPERTY LINE, 10 FEET WEST OF CENTER OF A SHALLOW DRAINAGE DITCH, IN
 HA0473'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES AND STAMPED TRAVERSE
 HA0473'BM NO. 1065 NO. 1 U.S.E.D. 1946.
 HA0473'
 HA0473'REFERENCE MARK NO. 2 IS 149.04 FEET NORTHWEST OF THE STATION MARK,
 HA0473'265 FEET WEST OF RM NO. 1, 62 FEET NORTH OF PROPERTY LINE, AT THE
 HA0473'WEST EDGE OF FIELD AND AT EAST EDGE OF A WOODED AREA, IN THE TOP OF A
 HA0473'CONCRETE POST PROJECTING 4 INCHES AND STAMPED TRAVERSE BM NO. 1065
 HA0473'U.S.E.D. 1946 NO. 2.
 HA0473'
 HA0473'THE AZIMUTH MARK IS ABOUT 0.8 MILE NORTH OF THE STATION MARK, ALONG
 HA0473'STATE HIGHWAY 64, AT THE ENTRANCE TO FARM BUILDINGS OF BEECH GROVE
 HA0473'FARM, 26 FEET EAST OF CENTER LINE OF HIGHWAY, 6 FEET WEST OF A FENCE
 HA0473'LINE, 9 FEET NORTHWEST OF A FENCE CORNER, 71 FEET SOUTHWEST OF
 HA0473'SOUTHWEST CORNER OF A LARGE BARN, 86 FEET WEST-SOUTHWEST OF
 HA0473'WEST-SOUTHWEST FACE OF A SILO, 15 FEET NORTH OF CENTER LINE OF A
 HA0473'DRIVE TO FARM, ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY, IN THE TOP OF A
 HA0473'CONCRETE POST PROJECTING 4 INCHES AND STAMPED TRAVERSE B.M. NO.
 HA0473'1065 U.S.E.D. 1946.
 HA0473'
 HA0473'TO REACH THE STATION FROM THE POST OFFICE AND NAVAGATION DAM NO. 45
 HA0473'ACROSS THE OHIO RIVER AT ADDISON GO SOUTHWEST AND SOUTH ALONG
 HA0473'STATE HIGHWAY 64 FOR ABOUT 1.9 MILES TO THE AZIMUTH MARK ON LEFT,
 HA0473'CONTINUE SOUTH FOR ABOUT 0.85 MILE ALONG HIGHWAY 64, THENCE ABOUT
 HA0473'0.1 MILE WEST ALONG PROPERTY LINE BETWEEN PATE FARM AND RIEDEL ESTATE
 HA0473'AND STATION.
 HA0473
 HA0473                          STATION RECOVERY (1953)
 HA0473
 HA0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 HA0473'2.8 MI S FROM ADDISON.
 HA0473'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 64 FROM NAVAGATION
 HA0473'DAM NO. 45 AND THE POST OFFICE AT ADDISON, THENCE ABOUT 0.1 MILE
 HA0473'WEST ALONG PROPERTY LINE BETWEEN THE PATE FARM AND RIEDEL ESTATE,
 HA0473'342 FEET WEST OF WEST RAIL OF LOUISVILLE AND NASHVILLE RAILROAD,
 HA0473'20 FEET NORTH OF PROPERTY FENCE LINE, 3 FEET EAST OF A NORTH-SOUTH
 HA0473'FENCE LINE, 147 FEET SOUTHWEST OF RM NO. 1, 149 FEET SOUTHEAST
 HA0473'OF RM NO. 2, AND IS A U.S.E. CAP ON A 2-INCH PIPE WHICH IS SET
 HA0473'ON THE TOP OF A CONCRETE PEDESTAL WITH BOLT ON TOP AND ABOUT
 HA0473'3 INCHES BELOW SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0476 ***********************************************************************
 HA0476  DESIGNATION -  1065 AZ MK
 HA0476  PID         -  HA0476
 HA0476  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0476  USGS QUAD   -  ROME (1993)
 HA0476
 HA0476                         *CURRENT SURVEY CONTROL
 HA0476  ___________________________________________________________________
 HA0476* NAD 83(1986)-  37 54 00.     (N)    086 35 19.     (W)     SCALED    
 HA0476* NAVD 88     -       129.205  (meters)     423.90   (feet)  ADJUSTED  
 HA0476  ___________________________________________________________________
 HA0476  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HA0476  DYNAMIC HT  -         129.113 (meters)     423.60  (feet)  COMP
 HA0476  MODELED GRAV-     979,916.1   (mgal)                       NAVD 88
 HA0476
 HA0476  VERT ORDER  -  FIRST     CLASS II
 HA0476
 HA0476.The horizontal coordinates were scaled from a topographic map and have
 HA0476.an estimated accuracy of +/- 6 seconds.
 HA0476
 HA0476.The orthometric height was determined by differential leveling
 HA0476.and adjusted by the National Geodetic Survey in June 1991..
 HA0476
 HA0476.The geoid height was determined by GEOID03.
 HA0476
 HA0476.The dynamic height is computed by dividing the NAVD 88
 HA0476.geopotential number by the normal gravity value computed on the
 HA0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0476.degrees latitude (g = 980.6199 gals.).
 HA0476
 HA0476.The modeled gravity was interpolated from observed gravity values.
 HA0476
 HA0476;                    North         East    Units  Estimated Accuracy
 HA0476;SPC KY1Z     - 1,174,200.    1,426,250.      MT  (+/- 180 meters Scaled)
 HA0476
 HA0476                          SUPERSEDED SURVEY CONTROL
 HA0476
 HA0476  NGVD 29 (??/??/92)  129.307  (m)          424.23   (f) ADJ UNCH    1 2
 HA0476
 HA0476.Superseded values are not recommended for survey control.
 HA0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0476.See file dsdata.txt to determine how the superseded data were derived.
 HA0476
 HA0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG361948(NAD 83)
 HA0476_MARKER: DZ = AZIMUTH MARK DISK
 HA0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0476_STAMPING: TRAVERSE BM NO 1065 USED 1946
 HA0476_MARK LOGO: CGS   
 HA0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0476+STABILITY: SURFACE MOTION
 HA0476
 HA0476  HISTORY     - Date     Condition        Report By
 HA0476  HISTORY     - 1946     MONUMENTED       CGS
 HA0476  HISTORY     - 1953     GOOD             CGS
 HA0476
 HA0476                          STATION DESCRIPTION
 HA0476
 HA0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0476'1.9 MI SW FROM ADDISON.
 HA0476'ABOUT 1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE POST
 HA0476'OFFICE AND NAVAGATION DAM NO. 45 AT ADDISON, AT THE ENTRANCE
 HA0476'TO FARM BUILDINGS OF BEECH GROVE FARM, 26 FEET EAST OF CENTER
 HA0476'LINE OF HIGHWAY, 6 FEET WEST OF A FENCE LINE, 9 FEET NORTHWEST
 HA0476'OF A FENCE CORNER, 71 FEET SOUTHWEST OF SOUTHWEST CORNER OF A LARGE
 HA0476'BARN, 86 FEET WEST-SOUTHWEST OF WEST-SOUTHWEST SIDE OF A SILO,
 HA0476'15 FEET NORTH OF CENTER LINE OF DRIVE TO FARM, ABOUT 2 FEET ABOVE
 HA0476'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0476'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0472 ***********************************************************************
 HA0472  DESIGNATION -  1065 RM 1
 HA0472  PID         -  HA0472
 HA0472  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0472  USGS QUAD   -  ROME (1993)
 HA0472
 HA0472                         *CURRENT SURVEY CONTROL
 HA0472  ___________________________________________________________________
 HA0472* NAD 83(1986)-  37 53 24.     (N)    086 35 33.     (W)     SCALED    
 HA0472* NAVD 88     -       121.425  (meters)     398.38   (feet)  ADJUSTED  
 HA0472  ___________________________________________________________________
 HA0472  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HA0472  DYNAMIC HT  -         121.338 (meters)     398.09  (feet)  COMP
 HA0472  MODELED GRAV-     979,915.9   (mgal)                       NAVD 88
 HA0472
 HA0472  VERT ORDER  -  FIRST     CLASS II
 HA0472
 HA0472.The horizontal coordinates were scaled from a topographic map and have
 HA0472.an estimated accuracy of +/- 6 seconds.
 HA0472
 HA0472.The orthometric height was determined by differential leveling
 HA0472.and adjusted by the National Geodetic Survey in June 1991..
 HA0472
 HA0472.The geoid height was determined by GEOID03.
 HA0472
 HA0472.The dynamic height is computed by dividing the NAVD 88
 HA0472.geopotential number by the normal gravity value computed on the
 HA0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0472.degrees latitude (g = 980.6199 gals.).
 HA0472
 HA0472.The modeled gravity was interpolated from observed gravity values.
 HA0472
 HA0472;                    North         East    Units  Estimated Accuracy
 HA0472;SPC KY1Z     - 1,173,100.    1,425,900.      MT  (+/- 180 meters Scaled)
 HA0472
 HA0472                          SUPERSEDED SURVEY CONTROL
 HA0472
 HA0472  NGVD 29 (??/??/92)  121.526  (m)          398.71   (f) ADJ UNCH    1 2
 HA0472
 HA0472.Superseded values are not recommended for survey control.
 HA0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0472.See file dsdata.txt to determine how the superseded data were derived.
 HA0472
 HA0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG358936(NAD 83)
 HA0472_MARKER: DB = BENCH MARK DISK
 HA0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0472_STAMPING: TRAVERSE BM NO 1065 NO 1 USED 1946
 HA0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0472+STABILITY: SURFACE MOTION
 HA0472
 HA0472  HISTORY     - Date     Condition        Report By
 HA0472  HISTORY     - 1946     MONUMENTED       USE
 HA0472  HISTORY     - 1953     GOOD             NGS
 HA0472
 HA0472                          STATION DESCRIPTION
 HA0472
 HA0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0472'2.8 MI SW FROM ADDISON.
 HA0472'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE POST
 HA0472'OFFICE AND NAVAGATION DAM NO. 45 AT ADDISON, THENCE ABOUT 0.1 MILE
 HA0472'WEST ALONG PROPERTY LINE BETWEEN RIEDEL ESTATE AND PATE FARM,
 HA0472'212 FEET WEST OF WEST RAIL OF LOUISVILLE AND NASHVILLE RAILROAD,
 HA0472'147 FEET NORTHEAST OF STATION MARK, 265 FEET EAST OF RM NO. 2,
 HA0472'106 FEET NORTH OF PROPERTY LINE, 10 FEET WEST OF CENTER OF A
 HA0472'SHALLOW DITCH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0472'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0474 ***********************************************************************
 HA0474  DESIGNATION -  1065 RM 2
 HA0474  PID         -  HA0474
 HA0474  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0474  USGS QUAD   -  ROME (1993)
 HA0474
 HA0474                         *CURRENT SURVEY CONTROL
 HA0474  ___________________________________________________________________
 HA0474* NAD 83(1986)-  37 53 24.     (N)    086 35 33.     (W)     SCALED    
 HA0474* NAVD 88     -       121.195  (meters)     397.62   (feet)  ADJUSTED  
 HA0474  ___________________________________________________________________
 HA0474  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HA0474  DYNAMIC HT  -         121.108 (meters)     397.34  (feet)  COMP
 HA0474  MODELED GRAV-     979,915.9   (mgal)                       NAVD 88
 HA0474
 HA0474  VERT ORDER  -  FIRST     CLASS II
 HA0474
 HA0474.The horizontal coordinates were scaled from a topographic map and have
 HA0474.an estimated accuracy of +/- 6 seconds.
 HA0474
 HA0474.The orthometric height was determined by differential leveling
 HA0474.and adjusted by the National Geodetic Survey in June 1991..
 HA0474
 HA0474.The geoid height was determined by GEOID03.
 HA0474
 HA0474.The dynamic height is computed by dividing the NAVD 88
 HA0474.geopotential number by the normal gravity value computed on the
 HA0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0474.degrees latitude (g = 980.6199 gals.).
 HA0474
 HA0474.The modeled gravity was interpolated from observed gravity values.
 HA0474
 HA0474;                    North         East    Units  Estimated Accuracy
 HA0474;SPC KY1Z     - 1,173,100.    1,425,900.      MT  (+/- 180 meters Scaled)
 HA0474
 HA0474                          SUPERSEDED SURVEY CONTROL
 HA0474
 HA0474  NGVD 29 (??/??/92)  121.296  (m)          397.95   (f) ADJ UNCH    1 2
 HA0474
 HA0474.Superseded values are not recommended for survey control.
 HA0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0474.See file dsdata.txt to determine how the superseded data were derived.
 HA0474
 HA0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG358936(NAD 83)
 HA0474_MARKER: DR = REFERENCE MARK DISK
 HA0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0474_STAMPING: TRAVERSE BM NO 1065 USED 1946 NO 2
 HA0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0474+STABILITY: SURFACE MOTION
 HA0474
 HA0474  HISTORY     - Date     Condition        Report By
 HA0474  HISTORY     - 1946     MONUMENTED       USE
 HA0474  HISTORY     - 1953     GOOD             NGS
 HA0474
 HA0474                          STATION DESCRIPTION
 HA0474
 HA0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0474'2.8 MI S FROM ADDISON.
 HA0474'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE POST
 HA0474'OFFICE AND NAVAGATION DAM NO. 45 AT ADDISON, THENCE ABOUT 0.1
 HA0474'MILE WEST ALONG PROPERTY LINE BETWEEN RIEDEL ESTATE AND PATE
 HA0474'FARM, 475 FEET WEST OF WEST RAIL OF LOUISVILLE AND NASHVILLE
 HA0474'RAILROAD, 149 FEET NORTHWEST OF STATION MARK, 265 FEET WEST
 HA0474'OF RM NO. 1, 62 FEET NORTH OF PROPERTY LINE, AT WEST EDGE OF A
 HA0474'FIELD AND IN EAST EDGE OF A WOODED AREA, AND SET IN THE TOP OF
 HA0474'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1889 ***********************************************************************
 GY1889  DESIGNATION -  107 EOM
 GY1889  PID         -  GY1889
 GY1889  STATE/COUNTY-  KY/MAGOFFIN
 GY1889  USGS QUAD   -  SALYERSVILLE SOUTH (1978)
 GY1889
 GY1889                         *CURRENT SURVEY CONTROL
 GY1889  ___________________________________________________________________
 GY1889* NAD 83(1986)-  37 41 57.     (N)    083 01 27.     (W)     SCALED    
 GY1889* NAVD 88     -       324.549  (meters)    1064.79   (feet)  ADJUSTED  
 GY1889  ___________________________________________________________________
 GY1889  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GY1889  DYNAMIC HT  -         324.303 (meters)    1063.98  (feet)  COMP
 GY1889  MODELED GRAV-     979,863.1   (mgal)                       NAVD 88
 GY1889
 GY1889  VERT ORDER  -  SECOND    CLASS 0
 GY1889
 GY1889.The horizontal coordinates were scaled from a topographic map and have
 GY1889.an estimated accuracy of +/- 6 seconds.
 GY1889
 GY1889.The orthometric height was determined by differential leveling
 GY1889.and adjusted by the National Geodetic Survey in June 1991..
 GY1889
 GY1889.The geoid height was determined by GEOID03.
 GY1889
 GY1889.The dynamic height is computed by dividing the NAVD 88
 GY1889.geopotential number by the normal gravity value computed on the
 GY1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1889.degrees latitude (g = 980.6199 gals.).
 GY1889
 GY1889.The modeled gravity was interpolated from observed gravity values.
 GY1889
 GY1889;                    North         East    Units  Estimated Accuracy
 GY1889;SPC KY1Z     - 1,155,090.    1,740,340.      MT  (+/- 180 meters Scaled)
 GY1889
 GY1889                          SUPERSEDED SURVEY CONTROL
 GY1889
 GY1889  NGVD 29 (??/??/92)  324.735  (m)         1065.40   (f) ADJ UNCH    2 0
 GY1889
 GY1889.Superseded values are not recommended for survey control.
 GY1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1889.See file dsdata.txt to determine how the superseded data were derived.
 GY1889
 GY1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB215743(NAD 83)
 GY1889_MARKER: DB = BENCH MARK DISK
 GY1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1889_STAMPING: 107 EOM 1949 1065.401
 GY1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1889+STABILITY: SURFACE MOTION
 GY1889
 GY1889  HISTORY     - Date     Condition        Report By
 GY1889  HISTORY     - 1949     MONUMENTED       USGS
 GY1889  HISTORY     - 1955     GOOD             NGS
 GY1889  HISTORY     - 19990319 MARK NOT FOUND   KYDT
 GY1889
 GY1889                          STATION DESCRIPTION
 GY1889
 GY1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1889'2.2 MI NW FROM ROYALTON.
 GY1889'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE CHESAPEAKE AND
 GY1889'OHIO RAILROAD STATION AT ROYALTON, 0.1 MILE NORTH OF THE N.F. FLETCHER
 GY1889'RESIDENCE, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY WITH TANGENTS
 GY1889'EXTENDING NORTHWEST AND SOUTHWEST, 96 FEET EAST OF THE CENTER
 GY1889'LINE OF THE HIGHWAY, 80 FEET EAST OF THE EAST END OF A 24-INCH
 GY1889'PIPE CULVERT, 35 FEET SOUTH OF CENTER OF A DIM ROAD EAST, 34
 GY1889'FEET EAST NORTHEAST OF EAST CORNER OF BARN, 19 FEET NORTH OF A
 GY1889'FENCE CORNER, 2.5 FEET NORTHEAST OF ANOTHER FENCE CORNER, ABOUT
 GY1889'3 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GY1889'POST PROJECTING 1 INCH, A U.S.G.S. DISK.
 GY1889
 GY1889                          STATION RECOVERY (1999)
 GY1889
 GY1889'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1889'BARN NO LONGER HERE, AREA HAS BEEN GRADED WITH A DEEP DITCH AT
 GY1889'LOCATION, PROBABLY TORN OUT, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1892 ***********************************************************************
 GY1892  DESIGNATION -  108 EOM
 GY1892  PID         -  GY1892
 GY1892  STATE/COUNTY-  KY/MAGOFFIN
 GY1892  USGS QUAD   -  SALYERSVILLE SOUTH (1978)
 GY1892
 GY1892                         *CURRENT SURVEY CONTROL
 GY1892  ___________________________________________________________________
 GY1892* NAD 83(1986)-  37 40 30.     (N)    083 01 20.     (W)     SCALED    
 GY1892* NAVD 88     -       271.026  (meters)     889.19   (feet)  ADJUSTED  
 GY1892  ___________________________________________________________________
 GY1892  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GY1892  DYNAMIC HT  -         270.819 (meters)     888.51  (feet)  COMP
 GY1892  MODELED GRAV-     979,860.0   (mgal)                       NAVD 88
 GY1892
 GY1892  VERT ORDER  -  SECOND    CLASS 0
 GY1892
 GY1892.The horizontal coordinates were scaled from a topographic map and have
 GY1892.an estimated accuracy of +/- 6 seconds.
 GY1892
 GY1892.The orthometric height was determined by differential leveling
 GY1892.and adjusted by the National Geodetic Survey in June 1991..
 GY1892
 GY1892.The geoid height was determined by GEOID03.
 GY1892
 GY1892.The dynamic height is computed by dividing the NAVD 88
 GY1892.geopotential number by the normal gravity value computed on the
 GY1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1892.degrees latitude (g = 980.6199 gals.).
 GY1892
 GY1892.The modeled gravity was interpolated from observed gravity values.
 GY1892
 GY1892;                    North         East    Units  Estimated Accuracy
 GY1892;SPC KY1Z     - 1,152,420.    1,740,590.      MT  (+/- 180 meters Scaled)
 GY1892
 GY1892                          SUPERSEDED SURVEY CONTROL
 GY1892
 GY1892  NGVD 29 (??/??/92)  271.215  (m)          889.81   (f) ADJ UNCH    2 0
 GY1892
 GY1892.Superseded values are not recommended for survey control.
 GY1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1892.See file dsdata.txt to determine how the superseded data were derived.
 GY1892
 GY1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB216716(NAD 83)
 GY1892_MARKER: DB = BENCH MARK DISK
 GY1892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1892_SP_SET: BRIDGE
 GY1892_STAMPING: 108 EOM 1949 889.811
 GY1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1892+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1999
 GY1892
 GY1892  HISTORY     - Date     Condition        Report By
 GY1892  HISTORY     - 1949     MONUMENTED       USGS
 GY1892  HISTORY     - 1956     GOOD             NGS
 GY1892  HISTORY     - 19990319 GOOD             KYDT
 GY1892
 GY1892                          STATION DESCRIPTION
 GY1892
 GY1892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1892'AT ROYALTON.
 GY1892'AT ROYALTON, 0.1 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE
 GY1892'CHESAPEAKE AND OHIO RAILROAD STATION, 70 YARDS WEST OF THE
 GY1892'SCHOOL, 171 FEET SOUTH AND ACROSS A BRIDGE FROM SOUTHWEST CORNER
 GY1892'OF POST OFFICE, SET IN THE TOP OF THE EAST END OF THE SOUTH
 GY1892'ABUTMENT OF HIGHWAY BRIDGE OVER GUN CREEK, 18 FEET EAST OF CENTER
 GY1892'LINE OF HIGHWAY, AND ABOUT LEVEL WITH HIGHWAY.
 GY1892
 GY1892                          STATION RECOVERY (1999)
 GY1892
 GY1892'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1892'POST OFFICE NOW CONLEY GENERAL STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0445 ***********************************************************************
 HA0445  DESIGNATION -  1087 BOLT
 HA0445  PID         -  HA0445
 HA0445  STATE/COUNTY-  KY/HANCOCK
 HA0445  USGS QUAD   -  CANNELTON (1993)
 HA0445
 HA0445                         *CURRENT SURVEY CONTROL
 HA0445  ___________________________________________________________________
 HA0445* NAD 83(1986)-  37 53 28.     (N)    086 42 22.     (W)     SCALED    
 HA0445* NAVD 88     -       123.877  (meters)     406.42   (feet)  ADJUSTED  
 HA0445  ___________________________________________________________________
 HA0445  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HA0445  DYNAMIC HT  -         123.789 (meters)     406.13  (feet)  COMP
 HA0445  MODELED GRAV-     979,919.8   (mgal)                       NAVD 88
 HA0445
 HA0445  VERT ORDER  -  FIRST     CLASS II
 HA0445
 HA0445.The horizontal coordinates were scaled from a topographic map and have
 HA0445.an estimated accuracy of +/- 6 seconds.
 HA0445
 HA0445.The orthometric height was determined by differential leveling
 HA0445.and adjusted by the National Geodetic Survey in June 1991..
 HA0445
 HA0445.The geoid height was determined by GEOID03.
 HA0445
 HA0445.The dynamic height is computed by dividing the NAVD 88
 HA0445.geopotential number by the normal gravity value computed on the
 HA0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0445.degrees latitude (g = 980.6199 gals.).
 HA0445
 HA0445.The modeled gravity was interpolated from observed gravity values.
 HA0445
 HA0445;                    North         East    Units  Estimated Accuracy
 HA0445;SPC KY1Z     - 1,173,320.    1,415,910.      MT  (+/- 180 meters Scaled)
 HA0445
 HA0445                          SUPERSEDED SURVEY CONTROL
 HA0445
 HA0445  NGVD 29 (??/??/92)  123.982  (m)          406.76   (f) ADJ UNCH    1 2
 HA0445
 HA0445.Superseded values are not recommended for survey control.
 HA0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0445.See file dsdata.txt to determine how the superseded data were derived.
 HA0445
 HA0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG258937(NAD 83)
 HA0445_MARKER: B = BOLT
 HA0445_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0445_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0445
 HA0445  HISTORY     - Date     Condition        Report By
 HA0445  HISTORY     - UNK      MONUMENTED       DOD
 HA0445  HISTORY     - 1954     GOOD             NGS
 HA0445
 HA0445                          STATION DESCRIPTION
 HA0445
 HA0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HA0445'4 MI E FROM HAWESVILLE.
 HA0445'ABOUT 3.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE COURT
 HA0445'HOUSE AT HAWESVILLE, THENCE ABOUT 0.9 MILE NORTH AND NORTHEAST
 HA0445'ALONG A ROAD LEADING TO SKILLMAN, ABOUT 0.7 MILE NORTHEAST
 HA0445'OF CROSSING OF LOUISVILLE AND NASHVILLE RAILROAD, IN A PLOWED
 HA0445'FIELD ON THE PROPERTY OF WILLIAM BOWEN, ABOUT 75 YARDS
 HA0445'NORTH-NORTHWEST OF CENTER OF ROAD, 228 FEET EAST-NORTHEAST OF
 HA0445'THE EAST-NORTHEAST SIDE OF THE CENTER AND LARGEST ONE OF THREE
 HA0445'BARNS, 159 FEET EAST-NORTHEAST OF A FENCE LINE, 42 FEET
 HA0445'NORTH-NORTHWEST OF A FENCE LINE ALONG THE NORTH-NORTHWEST SIDE
 HA0445'OF A FARM LANE, 120 FEET NORTHWEST AND ACROSS FARM LANE FROM
 HA0445'POWER POLE NO. 10, 102.5 FEET WEST-NORTHWEST OF THE EAST-NORTHEAST
 HA0445'APPLE TREE ALONG FARM LANE, 96.5 FEET NORTHWEST AND ACROSS FARM
 HA0445'LANE FROM A 12-INCH APPLE TREE, 54 FEET NORTH-NORTHWEST OF A
 HA0445'24-INCH APPLE TREE ALONG FARM LANE, AND IS A 3 1/2-INCH PIPE
 HA0445'MOUNTED ON TOP OF A CONCRETE PEDESTAL WITH RIVET.  (RIVET ABOUT
 HA0445'3 FEET UNDERGROUND.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0444 ***********************************************************************
 HA0444  DESIGNATION -  1087 CAP
 HA0444  PID         -  HA0444
 HA0444  STATE/COUNTY-  KY/HANCOCK
 HA0444  USGS QUAD   -  CANNELTON (1993)
 HA0444
 HA0444                         *CURRENT SURVEY CONTROL
 HA0444  ___________________________________________________________________
 HA0444* NAD 83(1986)-  37 53 29.     (N)    086 42 22.     (W)     SCALED    
 HA0444* NAVD 88     -       124.801  (meters)     409.45   (feet)  ADJUSTED  
 HA0444  ___________________________________________________________________
 HA0444  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HA0444  DYNAMIC HT  -         124.712 (meters)     409.16  (feet)  COMP
 HA0444  MODELED GRAV-     979,919.8   (mgal)                       NAVD 88
 HA0444
 HA0444  VERT ORDER  -  FIRST     CLASS II
 HA0444
 HA0444.The horizontal coordinates were scaled from a topographic map and have
 HA0444.an estimated accuracy of +/- 6 seconds.
 HA0444
 HA0444.The orthometric height was determined by differential leveling
 HA0444.and adjusted by the National Geodetic Survey in June 1991..
 HA0444
 HA0444.The geoid height was determined by GEOID03.
 HA0444
 HA0444.The dynamic height is computed by dividing the NAVD 88
 HA0444.geopotential number by the normal gravity value computed on the
 HA0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0444.degrees latitude (g = 980.6199 gals.).
 HA0444
 HA0444.The modeled gravity was interpolated from observed gravity values.
 HA0444
 HA0444;                    North         East    Units  Estimated Accuracy
 HA0444;SPC KY1Z     - 1,173,350.    1,415,910.      MT  (+/- 180 meters Scaled)
 HA0444
 HA0444                          SUPERSEDED SURVEY CONTROL
 HA0444
 HA0444  NGVD 29 (??/??/92)  124.91   (m)          409.8    (f) COMPUTED    1 2
 HA0444
 HA0444.Superseded values are not recommended for survey control.
 HA0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0444.See file dsdata.txt to determine how the superseded data were derived.
 HA0444
 HA0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG258938(NAD 83)
 HA0444_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0444_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0444_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0444
 HA0444  HISTORY     - Date     Condition        Report By
 HA0444  HISTORY     - UNK      MONUMENTED       DOD
 HA0444  HISTORY     - 1954     GOOD             NGS
 HA0444
 HA0444                          STATION DESCRIPTION
 HA0444
 HA0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HA0444'4 MI E FROM HAWESVILLE.
 HA0444'ABOUT 3.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 HA0444'COURT HOUSE AT HAWESVILLE, THENCE ABOUT 0.9 MILE NORTH AND
 HA0444'NORTHEAST ALONG A ROAD LEADING TO SKILLMAN, ABOUT 0.7 MILE
 HA0444'NORTHEAST OF CROSSING OF LOUISVILLE AND NASHVILLE RAILROAD,
 HA0444'IN A PLOWED FIELD ON THE PROPERTY OF WILLIAM BOWEN, ABOUT 75
 HA0444'YARDS NORTH-NORTHWEST OF CENTER OF ROAD, 228 FEET EAST-NORTHEAST
 HA0444'OF THE EAST-NORTHEAST SIDE OF THE CENTER AND LARGEST ONE OF
 HA0444'THREE BARNS, 159 FEET EAST-NORTHEAST OF A FENCE LINE, 42 FEET
 HA0444'NORTH-NORTHWEST OF A FENCE LINE ALONG THE NORTH-NORTHWEST SIDE
 HA0444'OF A FARM LANE, 120 FEET NORTHWEST AND ACROSS FARM LANE FROM
 HA0444'POWER POLE NO. 10, 102.5 FEET WEST-NORTHWEST OF THE EAST-NORTHEAST
 HA0444'APPLE TREE ALONG FARM LANE, 96.5 FEET NORTHWEST AND ACROSS
 HA0444'FARM LANE FROM A 12-INCH APPLE TREE, 54 FEET NORTH-NORTHWEST
 HA0444'OF A 24-INCH APPLE TREE ALONG FARM LANE, AND IS A 3 1/2-INCH
 HA0444'PIPE AND CAP MOUNTED ON TOP OF A CONCRETE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1726 ***********************************************************************
 GA1726  DESIGNATION -  1088
 GA1726  PID         -  GA1726
 GA1726  STATE/COUNTY-  KY/LESLIE
 GA1726  USGS QUAD   -  BLEDSOE (1980)
 GA1726
 GA1726                         *CURRENT SURVEY CONTROL
 GA1726  ___________________________________________________________________
 GA1726* NAD 83(1986)-  36 59 22.     (N)    083 19 39.     (W)     SCALED    
 GA1726* NAVD 88     -       331.474  (meters)    1087.51   (feet)  ADJUSTED  
 GA1726  ___________________________________________________________________
 GA1726  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA1726  DYNAMIC HT  -         331.194 (meters)    1086.59  (feet)  COMP
 GA1726  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 GA1726
 GA1726  VERT ORDER  -  SECOND    CLASS 0
 GA1726
 GA1726.The horizontal coordinates were scaled from a topographic map and have
 GA1726.an estimated accuracy of +/- 6 seconds.
 GA1726
 GA1726.The orthometric height was determined by differential leveling
 GA1726.and adjusted by the National Geodetic Survey in June 1991..
 GA1726
 GA1726.The geoid height was determined by GEOID03.
 GA1726
 GA1726.The dynamic height is computed by dividing the NAVD 88
 GA1726.geopotential number by the normal gravity value computed on the
 GA1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1726.degrees latitude (g = 980.6199 gals.).
 GA1726
 GA1726.The modeled gravity was interpolated from observed gravity values.
 GA1726
 GA1726;                    North         East    Units  Estimated Accuracy
 GA1726;SPC KY1Z     - 1,075,620.    1,715,640.      MT  (+/- 180 meters Scaled)
 GA1726
 GA1726                          SUPERSEDED SURVEY CONTROL
 GA1726
 GA1726  NGVD 29 (??/??/92)  331.625  (m)         1088.01   (f) ADJ UNCH    2 0
 GA1726
 GA1726.Superseded values are not recommended for survey control.
 GA1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1726.See file dsdata.txt to determine how the superseded data were derived.
 GA1726
 GA1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA928962(NAD 83)
 GA1726_MARKER: DD = SURVEY DISK
 GA1726_SETTING: 66 = SET IN ROCK OUTCROP
 GA1726_SP_SET: OUTCROP
 GA1726_STAMPING: 1088 KY 1088.006
 GA1726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1726+STABILITY: POSITION/ELEVATION WELL
 GA1726
 GA1726  HISTORY     - Date     Condition        Report By
 GA1726  HISTORY     - UNK      MONUMENTED       CGS
 GA1726  HISTORY     - 1952     GOOD             NGS
 GA1726  HISTORY     - 1956     POOR             NGS
 GA1726
 GA1726                          STATION DESCRIPTION
 GA1726
 GA1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GA1726'4.2 MI SE FROM CHAPPELL.
 GA1726'ABOUT 3.55 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.6
 GA1726'MILE NORTHEAST ALONG A DIRT ROAD FOLLOWING GREASY CREEK FROM THE
 GA1726'POST OFFICE AT CHAPPELL, THENCE ABOUT 0.1 MILE NORTH ALONG WHITE
 GA1726'OAK CREEK ROAD, AT A POINT WHERE ROAD FORDS CREEK, IN THE TOP OF
 GA1726'THE EAST EDGE OF A LARGE SLOPING OUTCROP OF ROCK WHICH IS BETWEEN
 GA1726'ROAD AND CREEK, 11 FEET WEST OF CENTER LINE OF ROAD AND ABOUT 2
 GA1726'FEET ABOVE LEVEL OF ROAD.
 GA1726
 GA1726                          STATION RECOVERY (1956)
 GA1726
 GA1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1726'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1265 ***********************************************************************
 GY1265  DESIGNATION -  1091
 GY1265  PID         -  GY1265
 GY1265  STATE/COUNTY-  KY/KNOTT
 GY1265  USGS QUAD   -  HANDSHOE (1992)
 GY1265
 GY1265                         *CURRENT SURVEY CONTROL
 GY1265  ___________________________________________________________________
 GY1265* NAD 83(1986)-  37 24 10.     (N)    082 58 02.     (W)     SCALED    
 GY1265* NAVD 88     -       332.312  (meters)    1090.26   (feet)  ADJUSTED  
 GY1265  ___________________________________________________________________
 GY1265  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GY1265  DYNAMIC HT  -         332.048 (meters)    1089.39  (feet)  COMP
 GY1265  MODELED GRAV-     979,825.8   (mgal)                       NAVD 88
 GY1265
 GY1265  VERT ORDER  -  SECOND    CLASS 0
 GY1265
 GY1265.The horizontal coordinates were scaled from a topographic map and have
 GY1265.an estimated accuracy of +/- 6 seconds.
 GY1265
 GY1265.The orthometric height was determined by differential leveling
 GY1265.and adjusted by the National Geodetic Survey in June 1991..
 GY1265
 GY1265.The geoid height was determined by GEOID03.
 GY1265
 GY1265.The dynamic height is computed by dividing the NAVD 88
 GY1265.geopotential number by the normal gravity value computed on the
 GY1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1265.degrees latitude (g = 980.6199 gals.).
 GY1265
 GY1265.The modeled gravity was interpolated from observed gravity values.
 GY1265
 GY1265;                    North         East    Units  Estimated Accuracy
 GY1265;SPC KY1Z     - 1,122,360.    1,746,340.      MT  (+/- 180 meters Scaled)
 GY1265
 GY1265                          SUPERSEDED SURVEY CONTROL
 GY1265
 GY1265  NGVD 29 (??/??/92)  332.472  (m)         1090.79   (f) ADJ UNCH    2 0
 GY1265
 GY1265.Superseded values are not recommended for survey control.
 GY1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1265.See file dsdata.txt to determine how the superseded data were derived.
 GY1265
 GY1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB258413(NAD 83)
 GY1265_MARKER: DD = SURVEY DISK
 GY1265_SETTING: 66 = SET IN ROCK OUTCROP
 GY1265_SP_SET: ROCK CLIFF
 GY1265_STAMPING: KENTUCKY 1090.785
 GY1265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1265+STABILITY: POSITION/ELEVATION WELL
 GY1265
 GY1265  HISTORY     - Date     Condition        Report By
 GY1265  HISTORY     - UNK      MONUMENTED       USGS
 GY1265  HISTORY     - 1956     POOR             NGS
 GY1265
 GY1265                          STATION DESCRIPTION
 GY1265
 GY1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1265'AT YELLOW MOUNTAIN.
 GY1265'AT YELLOW MOUNTAIN, ABOUT 0.4 MILE SOUTH ALONG OLD ROAD FOLLOWING
 GY1265'MILL BRANCH DOWNSTREAM FROM ABANDONED POST OFFICE, ABOUT 115
 GY1265'YARDS NORTHEAST ALONG MILL BRANCH FROM THE CONFLUENCE WITH BALLS
 GY1265'FORK, AT JUNCTION OF ROADS FOLLOWING MILL BRANCH NORTH AND
 GY1265'BALLS FORK SOUTHEAST, 30 FEET EAST OF THE CENTER OF THE JUNCTION,
 GY1265'IN THE TOP AND NEAR THE CENTER OF THE BOTTOM LEDGE OF A SLANTING
 GY1265'ROCK CLIFF, 1 FOOT EAST OF WEST EDGE OF CLIFF AND ABOUT 15 FEET
 GY1265'ABOVE LEVEL OF MILL BRANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0253 ***********************************************************************
 HA0253  DESIGNATION -  11 RHP
 HA0253  PID         -  HA0253
 HA0253  STATE/COUNTY-  KY/WARREN
 HA0253  USGS QUAD   -  BRISTOW (1979)
 HA0253
 HA0253                         *CURRENT SURVEY CONTROL
 HA0253  ___________________________________________________________________
 HA0253* NAD 83(1986)-  37 00 30.     (N)    086 18 28.     (W)     SCALED    
 HA0253* NAVD 88     -       168.203  (meters)     551.85   (feet)  ADJUSTED  
 HA0253  ___________________________________________________________________
 HA0253  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HA0253  DYNAMIC HT  -         168.072 (meters)     551.42  (feet)  COMP
 HA0253  MODELED GRAV-     979,850.4   (mgal)                       NAVD 88
 HA0253
 HA0253  VERT ORDER  -  SECOND    CLASS 0
 HA0253
 HA0253.The horizontal coordinates were scaled from a topographic map and have
 HA0253.an estimated accuracy of +/- 6 seconds.
 HA0253
 HA0253.The orthometric height was determined by differential leveling
 HA0253.and adjusted by the National Geodetic Survey in June 1991..
 HA0253
 HA0253.The geoid height was determined by GEOID03.
 HA0253
 HA0253.The dynamic height is computed by dividing the NAVD 88
 HA0253.geopotential number by the normal gravity value computed on the
 HA0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0253.degrees latitude (g = 980.6199 gals.).
 HA0253
 HA0253.The modeled gravity was interpolated from observed gravity values.
 HA0253
 HA0253;                    North         East    Units  Estimated Accuracy
 HA0253;SPC KY1Z     - 1,075,060.    1,450,360.      MT  (+/- 180 meters Scaled)
 HA0253
 HA0253                          SUPERSEDED SURVEY CONTROL
 HA0253
 HA0253  NGVD 29 (??/??/92)  168.333  (m)          552.27   (f) ADJ UNCH    2 0
 HA0253
 HA0253.Superseded values are not recommended for survey control.
 HA0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0253.See file dsdata.txt to determine how the superseded data were derived.
 HA0253
 HA0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF615960(NAD 83)
 HA0253_MARKER: DD = SURVEY DISK
 HA0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0253_STAMPING: USGS-11-RHP-1953
 HA0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0253+STABILITY: SURFACE MOTION
 HA0253
 HA0253  HISTORY     - Date     Condition        Report By
 HA0253  HISTORY     - 1953     MONUMENTED       USGS
 HA0253  HISTORY     - 1964     GOOD             PAS
 HA0253
 HA0253                          STATION DESCRIPTION
 HA0253
 HA0253'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0253'4 MI N FROM OAKLAND.
 HA0253'MARK IS LOCATED ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 179
 HA0253'FROM THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT OAKLAND,
 HA0253'TO JUNCTION WITH U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE
 HA0253'2.00 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80 TO
 HA0253'T-ROAD SOUTH, THENCE 2.00 MILES SOUTH ALONG GRAVEL TO CROSSROADS,
 HA0253'THENCE WEST ALONG GRAVEL ROAD FOR 1.10 MILES TO JUNCTION WITH
 HA0253'STATE HIGHWAY 807, 37.0 FEET WEST OF ROAD INTERSECTION, 16.6 FEET
 HA0253'SOUTH OF TELEPHONE POLE, 3.5 FEET NORTHWEST OF FENCE CORNER AND
 HA0253'2.2 FEET NORTHWEST OF TELEPHONE POLE.  A STANDARD DISK SET IN
 HA0253'TOP OF CONCRETE POST PROJECTING 8 INCHES AND STAMPED
 HA0253'USGS-11-RHP-1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1464 ***********************************************************************
 GY1464  DESIGNATION -  110 EOM
 GY1464  PID         -  GY1464
 GY1464  STATE/COUNTY-  KY/MAGOFFIN
 GY1464  USGS QUAD   -  IVYTON (1992)
 GY1464
 GY1464                         *CURRENT SURVEY CONTROL
 GY1464  ___________________________________________________________________
 GY1464* NAD 83(1986)-  37 38 01.     (N)    082 59 18.     (W)     SCALED    
 GY1464* NAVD 88     -       293.987  (meters)     964.52   (feet)  ADJUSTED  
 GY1464  ___________________________________________________________________
 GY1464  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GY1464  DYNAMIC HT  -         293.760 (meters)     963.78  (feet)  COMP
 GY1464  MODELED GRAV-     979,851.6   (mgal)                       NAVD 88
 GY1464
 GY1464  VERT ORDER  -  SECOND    CLASS 0
 GY1464
 GY1464.The horizontal coordinates were scaled from a topographic map and have
 GY1464.an estimated accuracy of +/- 6 seconds.
 GY1464
 GY1464.The orthometric height was determined by differential leveling
 GY1464.and adjusted by the National Geodetic Survey in June 1991..
 GY1464
 GY1464.The geoid height was determined by GEOID03.
 GY1464
 GY1464.The dynamic height is computed by dividing the NAVD 88
 GY1464.geopotential number by the normal gravity value computed on the
 GY1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1464.degrees latitude (g = 980.6199 gals.).
 GY1464
 GY1464.The modeled gravity was interpolated from observed gravity values.
 GY1464
 GY1464;                    North         East    Units  Estimated Accuracy
 GY1464;SPC KY1Z     - 1,147,910.    1,743,710.      MT  (+/- 180 meters Scaled)
 GY1464
 GY1464                          SUPERSEDED SURVEY CONTROL
 GY1464
 GY1464  NGVD 29 (??/??/92)  294.178  (m)          965.15   (f) ADJ UNCH    2 0
 GY1464
 GY1464.Superseded values are not recommended for survey control.
 GY1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1464.See file dsdata.txt to determine how the superseded data were derived.
 GY1464
 GY1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB245670(NAD 83)
 GY1464_MARKER: DD = SURVEY DISK
 GY1464_SETTING: 66 = SET IN ROCK OUTCROP
 GY1464_SP_SET: ROCK LEDGE
 GY1464_STAMPING: 110 EOM 965 1949
 GY1464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1464+STABILITY: POSITION/ELEVATION WELL
 GY1464
 GY1464  HISTORY     - Date     Condition        Report By
 GY1464  HISTORY     - 1949     MONUMENTED       USGS
 GY1464  HISTORY     - 1952     GOOD             NGS
 GY1464  HISTORY     - 1956     MARK NOT FOUND   NGS
 GY1464
 GY1464                          STATION DESCRIPTION
 GY1464
 GY1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY1464'0.9 MI SE FROM SWAMPTON.
 GY1464'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE SCHOOL
 GY1464'AT SWAMPTON, 89 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 149
 GY1464'FEET NORTH-NORTHEAST AND ACROSS HIGHWAY FROM NORTHEAST CORNER
 GY1464'OF STORE AND POST OFFICE GALDIA, 30 FEET EAST-NORTHEAST OF
 GY1464'NORTHEAST CORNER OF A SMALL SHED, IN THE TOP OF AN OUTCROPPING
 GY1464'ROCK LEDGE AND ABOUT 12 FEET ABOVE LEVEL OF HIGHWAY.
 GY1464
 GY1464                          STATION RECOVERY (1956)
 GY1464
 GY1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1466 ***********************************************************************
 GY1466  DESIGNATION -  111 EOM
 GY1466  PID         -  GY1466
 GY1466  STATE/COUNTY-  KY/MAGOFFIN
 GY1466  USGS QUAD   -  DAVID (1992)
 GY1466
 GY1466                         *CURRENT SURVEY CONTROL
 GY1466  ___________________________________________________________________
 GY1466* NAD 83(1986)-  37 36 39.     (N)    082 59 08.     (W)     SCALED    
 GY1466* NAVD 88     -       283.414  (meters)     929.83   (feet)  ADJUSTED  
 GY1466  ___________________________________________________________________
 GY1466  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GY1466  DYNAMIC HT  -         283.195 (meters)     929.12  (feet)  COMP
 GY1466  MODELED GRAV-     979,848.0   (mgal)                       NAVD 88
 GY1466
 GY1466  VERT ORDER  -  SECOND    CLASS 0
 GY1466
 GY1466.The horizontal coordinates were scaled from a topographic map and have
 GY1466.an estimated accuracy of +/- 6 seconds.
 GY1466
 GY1466.The orthometric height was determined by differential leveling
 GY1466.and adjusted by the National Geodetic Survey in June 1991..
 GY1466
 GY1466.The geoid height was determined by GEOID03.
 GY1466
 GY1466.The dynamic height is computed by dividing the NAVD 88
 GY1466.geopotential number by the normal gravity value computed on the
 GY1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1466.degrees latitude (g = 980.6199 gals.).
 GY1466
 GY1466.The modeled gravity was interpolated from observed gravity values.
 GY1466
 GY1466;                    North         East    Units  Estimated Accuracy
 GY1466;SPC KY1Z     - 1,145,400.    1,744,030.      MT  (+/- 180 meters Scaled)
 GY1466
 GY1466                          SUPERSEDED SURVEY CONTROL
 GY1466
 GY1466  NGVD 29 (??/??/92)  283.606  (m)          930.46   (f) ADJ UNCH    2 0
 GY1466
 GY1466.Superseded values are not recommended for survey control.
 GY1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1466.See file dsdata.txt to determine how the superseded data were derived.
 GY1466
 GY1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB247644(NAD 83)
 GY1466_MARKER: DB = BENCH MARK DISK
 GY1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1466_STAMPING: 111 EOM 1949 930.464
 GY1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1466+STABILITY: SURFACE MOTION
 GY1466
 GY1466  HISTORY     - Date     Condition        Report By
 GY1466  HISTORY     - 1949     MONUMENTED       CGS
 GY1466  HISTORY     - 1956     GOOD             NGS
 GY1466
 GY1466                          STATION DESCRIPTION
 GY1466
 GY1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1466'3 MI SE FROM SWAMPTON.
 GY1466'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE SCHOOL AT
 GY1466'SWAMPTON, 1.55 MILES NORTHWEST OF THE POST OFFICE AT FREDVILLE,
 GY1466'AT THE JUNCTION OF A ROAD WEST TO A GROUP OF HOUSES, 40 FEET WEST
 GY1466'OF THE CENTER LINE OF HIGHWAY AT CENTER OF JUNCTION, 12 FEET
 GY1466'SOUTH OF THE CENTER OF ROAD WEST, 29 FEET SOUTH SOUTHWEST AND
 GY1466'ACROSS ROAD WEST FROM EAST END OF A FOOT BRIDGE OVER A CREEK,
 GY1466'7 FEET NORTHWEST OF A 7-INCH APPLE TREE, 1.5 FEET EAST OF WHITE
 GY1466'WITNESS POST, 3 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 GY1466'OF A CONCRETE POST, PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0930 ***********************************************************************
 HZ0930  DESIGNATION -  112 CAP USE
 HZ0930  PID         -  HZ0930
 HZ0930  STATE/COUNTY-  KY/CARROLL
 HZ0930  USGS QUAD   -  CARROLLTON (1994)
 HZ0930
 HZ0930                         *CURRENT SURVEY CONTROL
 HZ0930  ___________________________________________________________________
 HZ0930* NAD 83(1986)-  38 40 56.     (N)    085 10 49.     (W)     SCALED    
 HZ0930* NAVD 88     -       142.862  (meters)     468.71   (feet)  ADJUSTED  
 HZ0930  ___________________________________________________________________
 HZ0930  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ0930  DYNAMIC HT  -         142.769 (meters)     468.40  (feet)  COMP
 HZ0930  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 HZ0930
 HZ0930  VERT ORDER  -  FIRST     CLASS II
 HZ0930
 HZ0930.The horizontal coordinates were scaled from a topographic map and have
 HZ0930.an estimated accuracy of +/- 6 seconds.
 HZ0930
 HZ0930.The orthometric height was determined by differential leveling
 HZ0930.and adjusted by the National Geodetic Survey in June 1991..
 HZ0930.WARNING-Repeat measurements at this control monument indicate possible
 HZ0930.vertical movement.
 HZ0930
 HZ0930.The geoid height was determined by GEOID03.
 HZ0930
 HZ0930.The dynamic height is computed by dividing the NAVD 88
 HZ0930.geopotential number by the normal gravity value computed on the
 HZ0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0930.degrees latitude (g = 980.6199 gals.).
 HZ0930
 HZ0930.The modeled gravity was interpolated from observed gravity values.
 HZ0930
 HZ0930;                    North         East    Units  Estimated Accuracy
 HZ0930;SPC KY1Z     - 1,260,850.    1,549,570.      MT  (+/- 180 meters Scaled)
 HZ0930
 HZ0930                          SUPERSEDED SURVEY CONTROL
 HZ0930
 HZ0930  NGVD 29 (??/??/92)  143.036  (m)          469.28   (f) ADJ UNCH    1 2
 HZ0930
 HZ0930.Superseded values are not recommended for survey control.
 HZ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0930.See file dsdata.txt to determine how the superseded data were derived.
 HZ0930
 HZ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH582830(NAD 83)
 HZ0930_MARKER: B = BOLT
 HZ0930_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ0930_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ0930_STAMPING: 112
 HZ0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0930+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003
 HZ0930
 HZ0930  HISTORY     - Date     Condition        Report By
 HZ0930  HISTORY     - UNK      MONUMENTED       DOD
 HZ0930  HISTORY     - 1954     GOOD             NGS
 HZ0930  HISTORY     - 1964     GOOD             NGS
 HZ0930  HISTORY     - 20030307 GOOD             KYDT
 HZ0930
 HZ0930                          STATION DESCRIPTION
 HZ0930
 HZ0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ0930'AT CARROLLTON.
 HZ0930'AT CARROLLTON, IN THE UPSTREAM RIVER CORNER OF THE COURT HOUSE
 HZ0930'LAWN, AT THE CORNER OF MAIN AND FIFTH STREETS, 5 FEET WEST OF
 HZ0930'THE DOWNSTREAM EDGE OF CONCRETE SIDEWALK ON FIFTH STREET, 5 FEET
 HZ0930'SOUTH OF THE CONCRETE SIDE WALK ON MAIN STREET, A 4-INCH PIPE
 HZ0930'MOUNTED ON AN 8-INCH CONCRETE PEDESTAL WITH COPPER BOLT IN
 HZ0930'CENTER.  CAP ON PIPE IS STAMPED 112.
 HZ0930
 HZ0930                          STATION RECOVERY (1964)
 HZ0930
 HZ0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0930'RECOVERED IN GOOD CONDITION.
 HZ0930
 HZ0930                          STATION RECOVERY (2003)
 HZ0930
 HZ0930'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0930'MARK IS 5.5 FEET SOUTH OF SOUTH EDGE OF SOUTH CONCRETE SIDEWALK ALONG
 HZ0930'MAIN STREET AND 0.5 FEET WEST OF WEST EDGE OF WEST CONCRETE SIDEWALK
 HZ0930'ALONG FIFTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1469 ***********************************************************************
 GY1469  DESIGNATION -  112 EOM
 GY1469  PID         -  GY1469
 GY1469  STATE/COUNTY-  KY/MAGOFFIN
 GY1469  USGS QUAD   -  DAVID (1992)
 GY1469
 GY1469                         *CURRENT SURVEY CONTROL
 GY1469  ___________________________________________________________________
 GY1469* NAD 83(1986)-  37 36 02.     (N)    082 57 35.     (W)     SCALED    
 GY1469* NAVD 88     -       287.394  (meters)     942.89   (feet)  ADJUSTED  
 GY1469  ___________________________________________________________________
 GY1469  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GY1469  DYNAMIC HT  -         287.172 (meters)     942.16  (feet)  COMP
 GY1469  MODELED GRAV-     979,847.8   (mgal)                       NAVD 88
 GY1469
 GY1469  VERT ORDER  -  SECOND    CLASS 0
 GY1469
 GY1469.The horizontal coordinates were scaled from a topographic map and have
 GY1469.an estimated accuracy of +/- 6 seconds.
 GY1469
 GY1469.The orthometric height was determined by differential leveling
 GY1469.and adjusted by the National Geodetic Survey in June 1991..
 GY1469
 GY1469.The geoid height was determined by GEOID03.
 GY1469
 GY1469.The dynamic height is computed by dividing the NAVD 88
 GY1469.geopotential number by the normal gravity value computed on the
 GY1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1469.degrees latitude (g = 980.6199 gals.).
 GY1469
 GY1469.The modeled gravity was interpolated from observed gravity values.
 GY1469
 GY1469;                    North         East    Units  Estimated Accuracy
 GY1469;SPC KY1Z     - 1,144,320.    1,746,340.      MT  (+/- 180 meters Scaled)
 GY1469
 GY1469                          SUPERSEDED SURVEY CONTROL
 GY1469
 GY1469  NGVD 29 (??/??/92)  287.589  (m)          943.53   (f) ADJ UNCH    2 0
 GY1469
 GY1469.Superseded values are not recommended for survey control.
 GY1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1469.See file dsdata.txt to determine how the superseded data were derived.
 GY1469
 GY1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB270633(NAD 83)
 GY1469_MARKER: DD = SURVEY DISK
 GY1469_SETTING: 66 = SET IN ROCK OUTCROP
 GY1469_SP_SET: ROCK LEDGE
 GY1469_STAMPING: 112 EOM 1949 943.532
 GY1469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1469+STABILITY: POSITION/ELEVATION WELL
 GY1469
 GY1469  HISTORY     - Date     Condition        Report By
 GY1469  HISTORY     - 1949     MONUMENTED       USGS
 GY1469  HISTORY     - 1956     GOOD             NGS
 GY1469
 GY1469                          STATION DESCRIPTION
 GY1469
 GY1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1469'0.8 MI SE FROM FREDVILLE.
 GY1469'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 GY1469'AT FREDVILLE, 0.7 MILE NORTHWEST OF ARTHURMABLE POST OFFICE, 0.9
 GY1469'MILE NORTHWEST OF THE JUNCTION OF ROAD EAST TO DAVID, SET IN THE
 GY1469'TOP OF THE BOTTOM LEDGE OF A SANDSTONE CUT, 68 FEET NORTHWEST
 GY1469'OF NORTHWEST END OF NORTHEAST HEAD WALL OF A 24-INCH PIPE CULVERT,
 GY1469'23 FEET NORTHEAST OF CENTER OF JUNCTION OF GRAVEL ROAD SOUTHWEST
 GY1469'UP TRACE FORK TO EVANSTON, 1.5 FEET BELOW LEVEL OF HIGHWAY,
 GY1469'AND 1.5 FEET ABOVE BOTTOM OF DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0686 ***********************************************************************
 HA0686  DESIGNATION -  1125 BOLT
 HA0686  PID         -  HA0686
 HA0686  STATE/COUNTY-  KY/DAVIESS
 HA0686  USGS QUAD   -  ROCKPORT (1982)
 HA0686
 HA0686                         *CURRENT SURVEY CONTROL
 HA0686  ___________________________________________________________________
 HA0686* NAD 83(1986)-  37 52 57.     (N)    087 02 11.     (W)     SCALED    
 HA0686* NAVD 88     -       115.619  (meters)     379.33   (feet)  ADJUSTED  
 HA0686  ___________________________________________________________________
 HA0686  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HA0686  DYNAMIC HT  -         115.541 (meters)     379.07  (feet)  COMP
 HA0686  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 HA0686
 HA0686  VERT ORDER  -  FIRST     CLASS II
 HA0686
 HA0686.The horizontal coordinates were scaled from a topographic map and have
 HA0686.an estimated accuracy of +/- 6 seconds.
 HA0686
 HA0686.The orthometric height was determined by differential leveling
 HA0686.and adjusted by the National Geodetic Survey in June 1991..
 HA0686
 HA0686.The geoid height was determined by GEOID03.
 HA0686
 HA0686.The dynamic height is computed by dividing the NAVD 88
 HA0686.geopotential number by the normal gravity value computed on the
 HA0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0686.degrees latitude (g = 980.6199 gals.).
 HA0686
 HA0686.The modeled gravity was interpolated from observed gravity values.
 HA0686
 HA0686;                    North         East    Units  Estimated Accuracy
 HA0686;SPC KY1Z     - 1,172,710.    1,386,850.      MT  (+/- 180 meters Scaled)
 HA0686
 HA0686                          SUPERSEDED SURVEY CONTROL
 HA0686
 HA0686  NGVD 29 (??/??/92)  115.70   (m)          379.6    (f) COMPUTED    1 2
 HA0686
 HA0686.Superseded values are not recommended for survey control.
 HA0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0686.See file dsdata.txt to determine how the superseded data were derived.
 HA0686
 HA0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG968927(NAD 83)
 HA0686_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0686_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0686_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0686
 HA0686  HISTORY     - Date     Condition        Report By
 HA0686  HISTORY     - UNK      MONUMENTED       DOD
 HA0686  HISTORY     - 1953     GOOD             NGS
 HA0686
 HA0686                          STATION DESCRIPTION
 HA0686
 HA0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0686'3.2 MI NW FROM MACEO.
 HA0686'ABOUT 0.65 MILE SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SCHOOL
 HA0686'AT MACEO, THENCE ABOUT 2.6 MILES NORTHWEST AND WEST ALONG STATE
 HA0686'HIGHWAY 405, ON THE LEFT BANK OF THE OHIO RIVER, AT THE OLD
 HA0686'ABANDONED FERRY LANDING TO ROCKPORT, IN A CULTIVATED FIELD, 436
 HA0686'FEET EAST AND ACROSS A ROAD NORTH FROM THE OLD FERRY LANDING,
 HA0686'31 FEET NORTH-NORTHEAST OF CENTER LINE OF ROAD, 168 1/2 FEET
 HA0686'EAST AND ACROSS ROAD FROM CENTER OF A TRIANGULAR BLAZE ON A
 HA0686'28-INCH COTTONWOOD TREE, 160 FEET EAST OF EXTENDED CENTER LINE OF
 HA0686'ROAD NORTH, 70 FEET EAST-NORTHEAST AND ACROSS ROAD FROM CENTER OF
 HA0686'A TRIANGULAR BLAZE ON NORTH FACE OF A 60-INCH ELM TREE AND IS A
 HA0686'BOLT SET IN THE TOP OF A 4-INCH CONCRETE PEDESTAL ABOUT 3 1/4
 HA0686'FEET BELOW SURFACE OF CULTIVATED FIELD.  A 2-INCH PIPE WITH U.S.E.
 HA0686'BOLT IS ABOUT 3 INCHES BELOW SURFACE OF CULTIVATED FIELD.  THE CAP
 HA0686'WAS NOT LEVELED TO AS IT IS CONSTANTLY HIT BY PLOWS ETC. AND WOULD
 HA0686'NOT HOLD ITS ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0685 ***********************************************************************
 HA0685  DESIGNATION -  1125 CAP
 HA0685  PID         -  HA0685
 HA0685  STATE/COUNTY-  KY/DAVIESS
 HA0685  USGS QUAD   -  ROCKPORT (1982)
 HA0685
 HA0685                         *CURRENT SURVEY CONTROL
 HA0685  ___________________________________________________________________
 HA0685* NAD 83(1986)-  37 52 57.     (N)    087 02 11.     (W)     SCALED    
 HA0685* NAVD 88     -       116.560  (meters)     382.41   (feet)  ADJUSTED  
 HA0685  ___________________________________________________________________
 HA0685  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HA0685  DYNAMIC HT  -         116.482 (meters)     382.16  (feet)  COMP
 HA0685  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 HA0685
 HA0685  VERT ORDER  -  SECOND    CLASS 0
 HA0685
 HA0685.The horizontal coordinates were scaled from a topographic map and have
 HA0685.an estimated accuracy of +/- 6 seconds.
 HA0685
 HA0685.The orthometric height was determined by differential leveling
 HA0685.and adjusted by the National Geodetic Survey in June 1991..
 HA0685
 HA0685.The geoid height was determined by GEOID03.
 HA0685
 HA0685.The dynamic height is computed by dividing the NAVD 88
 HA0685.geopotential number by the normal gravity value computed on the
 HA0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0685.degrees latitude (g = 980.6199 gals.).
 HA0685
 HA0685.The modeled gravity was interpolated from observed gravity values.
 HA0685
 HA0685;                    North         East    Units  Estimated Accuracy
 HA0685;SPC KY1Z     - 1,172,710.    1,386,850.      MT  (+/- 180 meters Scaled)
 HA0685
 HA0685                          SUPERSEDED SURVEY CONTROL
 HA0685
 HA0685  NGVD 29 (??/??/92)  116.66   (m)          382.7    (f) COMPUTED    2 0
 HA0685
 HA0685.Superseded values are not recommended for survey control.
 HA0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0685.See file dsdata.txt to determine how the superseded data were derived.
 HA0685
 HA0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG968927(NAD 83)
 HA0685_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0685_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0685_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0685
 HA0685  HISTORY     - Date     Condition        Report By
 HA0685  HISTORY     - UNK      MONUMENTED       DOD
 HA0685  HISTORY     - 1953     GOOD             NGS
 HA0685
 HA0685                          STATION DESCRIPTION
 HA0685
 HA0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0685'3.2 MI NW FROM MACEO.
 HA0685'ABOUT 0.65 MILE SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SCHOOL
 HA0685'AT MACEO, THENCE ABOUT 2.6 MILES NORTHWEST AND WEST ALONG STATE
 HA0685'HIGHWAY 405, ON THE LEFT BANK OF THE OHIO RIVER, AT THE OLD
 HA0685'ABANDONED FERRY LANDING TO ROCKPORT, IN A CULTIVATED FIELD, 436
 HA0685'FEET EAST AND ACROSS A ROAD NORTH FROM THE OLD FERRY LANDING, 31
 HA0685'FEET NORTH-NORTHEAST OF CENTER LINE OF ROAD, 168 1/2 FEET EAST
 HA0685'AND ACROSS ROAD FROM CENTER OF A TRIANGULAR BLAZE ON A 28-INCH
 HA0685'COTTONWOOD TREE, 160 FEET EAST OF EXTENDED CENTER LINE OF ROAD
 HA0685'NORTH, 70 FEET EAST-NORTHEAST AND ACROSS ROAD FROM CENTER OF A
 HA0685'TRIANGULAR BLAZE ON NORTH FACE OF A 60-INCH ELM TREE AND IS A BOLT
 HA0685'SET IN THE TOP OF A 4-INCH CONCRETE PEDESTAL ABOUT 3 1/4 FEET
 HA0685'BELOW SURFACE OF CULTIVATED FIELD.  A 2-INCH PIPE WITH U.S.E. CAP
 HA0685'IS ABOUT 3 INCHES BELOW SURFACE OF CULTIVATED FIELD.  THE CAP
 HA0685'WAS NOT LEVELED TO AS IT IS CONSTANTLY HIT BY PLOWS ETC. AND WOULD
 HA0685'NOT HOLD ITS ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1422 ***********************************************************************
 GZ1422  DESIGNATION -  113 JEM
 GZ1422  PID         -  GZ1422
 GZ1422  STATE/COUNTY-  KY/MARION
 GZ1422  USGS QUAD   -  RAYWICK (1987)
 GZ1422
 GZ1422                         *CURRENT SURVEY CONTROL
 GZ1422  ___________________________________________________________________
 GZ1422* NAD 83(1986)-  37 31 18.     (N)    085 23 24.     (W)     SCALED    
 GZ1422* NAVD 88     -       190.789  (meters)     625.95   (feet)  ADJUSTED  
 GZ1422  ___________________________________________________________________
 GZ1422  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GZ1422  DYNAMIC HT  -         190.639 (meters)     625.45  (feet)  COMP
 GZ1422  MODELED GRAV-     979,839.4   (mgal)                       NAVD 88
 GZ1422
 GZ1422  VERT ORDER  -  SECOND    CLASS 0
 GZ1422
 GZ1422.The horizontal coordinates were scaled from a topographic map and have
 GZ1422.an estimated accuracy of +/- 6 seconds.
 GZ1422
 GZ1422.The orthometric height was determined by differential leveling
 GZ1422.and adjusted by the National Geodetic Survey in June 1991..
 GZ1422
 GZ1422.The geoid height was determined by GEOID03.
 GZ1422
 GZ1422.The dynamic height is computed by dividing the NAVD 88
 GZ1422.geopotential number by the normal gravity value computed on the
 GZ1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1422.degrees latitude (g = 980.6199 gals.).
 GZ1422
 GZ1422.The modeled gravity was interpolated from observed gravity values.
 GZ1422
 GZ1422;                    North         East    Units  Estimated Accuracy
 GZ1422;SPC KY1Z     - 1,131,950.    1,531,820.      MT  (+/- 180 meters Scaled)
 GZ1422
 GZ1422                          SUPERSEDED SURVEY CONTROL
 GZ1422
 GZ1422  NGVD 29 (??/??/92)  190.924  (m)          626.39   (f) ADJ UNCH    2 0
 GZ1422
 GZ1422.Superseded values are not recommended for survey control.
 GZ1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1422.See file dsdata.txt to determine how the superseded data were derived.
 GZ1422
 GZ1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG422539(NAD 83)
 GZ1422_MARKER: DD = SURVEY DISK
 GZ1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1422_STAMPING: 113 JEM 626 1950
 GZ1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1422+STABILITY: SURFACE MOTION
 GZ1422
 GZ1422  HISTORY     - Date     Condition        Report By
 GZ1422  HISTORY     - 1950     MONUMENTED       USGS
 GZ1422  HISTORY     - 1951     GOOD             NGS
 GZ1422
 GZ1422                          STATION DESCRIPTION
 GZ1422
 GZ1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1422'AT SAINT JOSEPH.
 GZ1422'AT SAINT JOSEPH, ABOUT 0.05 MILE SOUTH ALONG A GRAVEL ROAD FROM
 GZ1422'THE CATHOLIC CHURCH AND SCHOOL, AT THE JUNCTION OF A ROAD EAST,
 GZ1422'19 FEET WEST OF CENTER LINE OF ROAD, 8 FEET NORTH OF THE EXTENDED
 GZ1422'CENTER LINE OF ROAD EAST, 2 FEET EAST OF A FENCE LINE, 2 FEET
 GZ1422'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET ABOVE THE
 GZ1422'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0651 ***********************************************************************
 HA0651  DESIGNATION -  1139 BOLT
 HA0651  PID         -  HA0651
 HA0651  STATE/COUNTY-  KY/DAVIESS
 HA0651  USGS QUAD   -  OWENSBORO WEST (1980)
 HA0651
 HA0651                         *CURRENT SURVEY CONTROL
 HA0651  ___________________________________________________________________
 HA0651* NAD 83(1986)-  37 46 36.     (N)    087 07 57.     (W)     SCALED    
 HA0651* NAVD 88     -       121.273  (meters)     397.88   (feet)  ADJUSTED  
 HA0651  ___________________________________________________________________
 HA0651  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HA0651  DYNAMIC HT  -         121.190 (meters)     397.60  (feet)  COMP
 HA0651  MODELED GRAV-     979,942.5   (mgal)                       NAVD 88
 HA0651
 HA0651  VERT ORDER  -  FIRST     CLASS II
 HA0651
 HA0651.The horizontal coordinates were scaled from a topographic map and have
 HA0651.an estimated accuracy of +/- 6 seconds.
 HA0651
 HA0651.The orthometric height was determined by differential leveling
 HA0651.and adjusted by the National Geodetic Survey in June 1991..
 HA0651
 HA0651.The geoid height was determined by GEOID03.
 HA0651
 HA0651.The dynamic height is computed by dividing the NAVD 88
 HA0651.geopotential number by the normal gravity value computed on the
 HA0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0651.degrees latitude (g = 980.6199 gals.).
 HA0651
 HA0651.The modeled gravity was interpolated from observed gravity values.
 HA0651
 HA0651;                    North         East    Units  Estimated Accuracy
 HA0651;SPC KY1Z     - 1,161,090.    1,378,220.      MT  (+/- 180 meters Scaled)
 HA0651
 HA0651                          SUPERSEDED SURVEY CONTROL
 HA0651
 HA0651  NGVD 29 (??/??/92)  121.374  (m)          398.21   (f) ADJ UNCH    1 2
 HA0651
 HA0651.Superseded values are not recommended for survey control.
 HA0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0651.See file dsdata.txt to determine how the superseded data were derived.
 HA0651
 HA0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG883810(NAD 83)
 HA0651_MARKER: B = BOLT
 HA0651_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0651_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0651_STAMPING: 1139
 HA0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0651
 HA0651  HISTORY     - Date     Condition        Report By
 HA0651  HISTORY     - UNK      MONUMENTED       DOD
 HA0651  HISTORY     - 1953     GOOD             NGS
 HA0651
 HA0651                          STATION DESCRIPTION
 HA0651
 HA0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0651'AT OWENSBORO.
 HA0651'AT OWENSBORO, AT THE INTERSECTION OF DUBLIN LANE AND OHIO STREET,
 HA0651'16 FEET EAST OF CENTER LINE OF DUBLIN STREET, 20 1/2 FEET SOUTH
 HA0651'OF CENTER LINE OF OHIO STREET, 35 FEET NORTHWEST OF NORTHWEST
 HA0651'CORNER OF BRICK HOUSE NO. 51 DUBLIN LANE, 5 1/2 FEET NORTH OF A
 HA0651'FIRE HYDRANT, 1.8 FEET EAST OF EAST CURB OF DUBLIN LANE, ABOUT
 HA0651'1/2 FOOT ABOVE STREET INTERSECTION AND IS A U.S.E. CONCRETE
 HA0651'PEDESTAL WITH BOLT WITH PIPE PROJECTING ABOUT 2 INCHES ABOVE
 HA0651'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0650 ***********************************************************************
 HA0650  DESIGNATION -  1139 CAP
 HA0650  PID         -  HA0650
 HA0650  STATE/COUNTY-  KY/DAVIESS
 HA0650  USGS QUAD   -  OWENSBORO WEST (1980)
 HA0650
 HA0650                         *CURRENT SURVEY CONTROL
 HA0650  ___________________________________________________________________
 HA0650* NAD 83(1986)-  37 46 36.     (N)    087 07 57.     (W)     SCALED    
 HA0650* NAVD 88     -       122.198  (meters)     400.91   (feet)  ADJUSTED  
 HA0650  ___________________________________________________________________
 HA0650  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HA0650  DYNAMIC HT  -         122.114 (meters)     400.64  (feet)  COMP
 HA0650  MODELED GRAV-     979,942.5   (mgal)                       NAVD 88
 HA0650
 HA0650  VERT ORDER  -  FIRST     CLASS II
 HA0650
 HA0650.The horizontal coordinates were scaled from a topographic map and have
 HA0650.an estimated accuracy of +/- 6 seconds.
 HA0650
 HA0650.The orthometric height was determined by differential leveling
 HA0650.and adjusted by the National Geodetic Survey in June 1991..
 HA0650
 HA0650.The geoid height was determined by GEOID03.
 HA0650
 HA0650.The dynamic height is computed by dividing the NAVD 88
 HA0650.geopotential number by the normal gravity value computed on the
 HA0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0650.degrees latitude (g = 980.6199 gals.).
 HA0650
 HA0650.The modeled gravity was interpolated from observed gravity values.
 HA0650
 HA0650;                    North         East    Units  Estimated Accuracy
 HA0650;SPC KY1Z     - 1,161,090.    1,378,220.      MT  (+/- 180 meters Scaled)
 HA0650
 HA0650                          SUPERSEDED SURVEY CONTROL
 HA0650
 HA0650  NGVD 29 (??/??/92)  122.294  (m)          401.23   (f) ADJ UNCH    1 2
 HA0650
 HA0650.Superseded values are not recommended for survey control.
 HA0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0650.See file dsdata.txt to determine how the superseded data were derived.
 HA0650
 HA0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG883810(NAD 83)
 HA0650_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0650_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0650_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0650_STAMPING: 1139
 HA0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0650
 HA0650  HISTORY     - Date     Condition        Report By
 HA0650  HISTORY     - UNK      MONUMENTED       DOD
 HA0650  HISTORY     - 1953     GOOD             NGS
 HA0650
 HA0650                          STATION DESCRIPTION
 HA0650
 HA0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0650'AT OWENSBORO.
 HA0650'AT OWENSBORO, AT THE INTERSECTION OF DUBLIN LANE AND OHIO STREET,
 HA0650'16 FEET EAST OF CENTER LINE OF DUBLIN STREET, 20 1/2 FEET SOUTH
 HA0650'OF CENTER LINE OF OHIO STREET, 35 FEET NORTHWEST OF NORTHWEST
 HA0650'CORNER OF BRICK HOUSE NO. 51 DUBLIN LANE, 5 1/2 FEET NORTH OF A
 HA0650'FIRE HYDRANT, 1.8 FEET EAST OF EAST CURB OF DUBLIN LANE, ABOUT
 HA0650'1/2 FOOT ABOVE STREET INTERSECTION AND IS A U.S.E. CAP ON A
 HA0650'2-INCH IRON PIPE ON TOP OF A CONCRETE PEDESTAL WITH PIPE
 HA0650'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1424 ***********************************************************************
 GZ1424  DESIGNATION -  114 JEM
 GZ1424  PID         -  GZ1424
 GZ1424  STATE/COUNTY-  KY/MARION
 GZ1424  USGS QUAD   -  LEBANON WEST (1994)
 GZ1424
 GZ1424                         *CURRENT SURVEY CONTROL
 GZ1424  ___________________________________________________________________
 GZ1424* NAD 83(1986)-  37 32 39.     (N)    085 22 29.     (W)     SCALED    
 GZ1424* NAVD 88     -       180.622  (meters)     592.59   (feet)  ADJUSTED  
 GZ1424  ___________________________________________________________________
 GZ1424  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GZ1424  DYNAMIC HT  -         180.480 (meters)     592.12  (feet)  COMP
 GZ1424  MODELED GRAV-     979,843.4   (mgal)                       NAVD 88
 GZ1424
 GZ1424  VERT ORDER  -  SECOND    CLASS 0
 GZ1424
 GZ1424.The horizontal coordinates were scaled from a topographic map and have
 GZ1424.an estimated accuracy of +/- 6 seconds.
 GZ1424
 GZ1424.The orthometric height was determined by differential leveling
 GZ1424.and adjusted by the National Geodetic Survey in June 1991..
 GZ1424
 GZ1424.The geoid height was determined by GEOID03.
 GZ1424
 GZ1424.The dynamic height is computed by dividing the NAVD 88
 GZ1424.geopotential number by the normal gravity value computed on the
 GZ1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1424.degrees latitude (g = 980.6199 gals.).
 GZ1424
 GZ1424.The modeled gravity was interpolated from observed gravity values.
 GZ1424
 GZ1424;                    North         East    Units  Estimated Accuracy
 GZ1424;SPC KY1Z     - 1,134,450.    1,533,160.      MT  (+/- 180 meters Scaled)
 GZ1424
 GZ1424                          SUPERSEDED SURVEY CONTROL
 GZ1424
 GZ1424  NGVD 29 (??/??/92)  180.758  (m)          593.04   (f) ADJ UNCH    2 0
 GZ1424
 GZ1424.Superseded values are not recommended for survey control.
 GZ1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1424.See file dsdata.txt to determine how the superseded data were derived.
 GZ1424
 GZ1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG435564(NAD 83)
 GZ1424_MARKER: DD = SURVEY DISK
 GZ1424_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1424_SP_SET: ROCK LEDGE
 GZ1424_STAMPING: 114 JEM 593 1950
 GZ1424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1424+STABILITY: POSITION/ELEVATION WELL
 GZ1424
 GZ1424  HISTORY     - Date     Condition        Report By
 GZ1424  HISTORY     - 1950     MONUMENTED       USGS
 GZ1424  HISTORY     - 1951     GOOD             NGS
 GZ1424
 GZ1424                          STATION DESCRIPTION
 GZ1424
 GZ1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1424'1.9 MI N FROM SAINT JOSEPH.
 GZ1424'ABOUT 1.9 MILES NORTH ALONG A GRAVEL ROAD FROM THE CATHOLIC
 GZ1424'CHURCH AND SCHOOL AT SAINT JOSEPH, AT THE JUNCTION OF A ROAD
 GZ1424'NORTHWEST, SET IN THE TOP OF THE WEST EDGE OF A ROCK LEDGE IN
 GZ1424'NORTH CORNER OF JUNCTION, 11 FEET NORTHWEST OF CENTER LINE OF
 GZ1424'MAIN ROAD, 60 FEET NORTHEAST OF THE CENTER LINE OF ROAD NORTHWEST
 GZ1424'AND ABOUT 3 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0882 ***********************************************************************
 GY0882  DESIGNATION -  1156.4
 GY0882  PID         -  GY0882
 GY0882  STATE/COUNTY-  KY/LETCHER
 GY0882  USGS QUAD   -  WHITESBURG (1978)
 GY0882
 GY0882                         *CURRENT SURVEY CONTROL
 GY0882  ___________________________________________________________________
 GY0882* NAD 83(1986)-  37 06 57.     (N)    082 48 51.     (W)     SCALED    
 GY0882* NAVD 88     -       352.202  (meters)    1155.52   (feet)  ADJUSTED  
 GY0882  ___________________________________________________________________
 GY0882  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GY0882  DYNAMIC HT  -         351.906 (meters)    1154.54  (feet)  COMP
 GY0882  MODELED GRAV-     979,779.5   (mgal)                       NAVD 88
 GY0882
 GY0882  VERT ORDER  -  FIRST     CLASS II
 GY0882
 GY0882.The horizontal coordinates were scaled from a topographic map and have
 GY0882.an estimated accuracy of +/- 6 seconds.
 GY0882
 GY0882.The orthometric height was determined by differential leveling
 GY0882.and adjusted by the National Geodetic Survey in June 1991..
 GY0882
 GY0882.The geoid height was determined by GEOID03.
 GY0882
 GY0882.The dynamic height is computed by dividing the NAVD 88
 GY0882.geopotential number by the normal gravity value computed on the
 GY0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0882.degrees latitude (g = 980.6199 gals.).
 GY0882
 GY0882.The modeled gravity was interpolated from observed gravity values.
 GY0882
 GY0882;                    North         East    Units  Estimated Accuracy
 GY0882;SPC KY1Z     - 1,090,950.    1,760,880.      MT  (+/- 180 meters Scaled)
 GY0882
 GY0882                          SUPERSEDED SURVEY CONTROL
 GY0882
 GY0882  NGVD 29 (??/??/92)  352.360  (m)         1156.03   (f) ADJ UNCH    1 2
 GY0882
 GY0882.Superseded values are not recommended for survey control.
 GY0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0882.See file dsdata.txt to determine how the superseded data were derived.
 GY0882
 GY0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB388092(NAD 83)
 GY0882_MARKER: Q = CHISELED SQUARE
 GY0882_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0882_SP_SET: ABUTMENT
 GY0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0882
 GY0882  HISTORY     - Date     Condition        Report By
 GY0882  HISTORY     - UNK      MONUMENTED       USGS
 GY0882  HISTORY     - 1956     GOOD             NGS
 GY0882  HISTORY     - 1967     MARK NOT FOUND   USGS
 GY0882
 GY0882                          STATION DESCRIPTION
 GY0882
 GY0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0882'0.7 MI E FROM WHITESBURG.
 GY0882'0.7 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GY0882'WHITESBURG, LETCHER COUNTY, AT BRIDGE 126, AND ON THE SOUTHWEST
 GY0882'END OF THE NORTHWEST ABUTMENT.  A CHISELED SQUARE, MARKED 1156.4.
 GY0882
 GY0882                          STATION RECOVERY (1967)
 GY0882
 GY0882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GY0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0599 ***********************************************************************
 HA0599  DESIGNATION -  1159 CAP
 HA0599  PID         -  HA0599
 HA0599  STATE/COUNTY-  KY/HENDERSON
 HA0599  USGS QUAD   -  NEWBURGH (1980)
 HA0599
 HA0599                         *CURRENT SURVEY CONTROL
 HA0599  ___________________________________________________________________
 HA0599* NAD 83(1986)-  37 55 54.     (N)    087 24 17.     (W)     SCALED    
 HA0599* NAVD 88     -       113.177  (meters)     371.31   (feet)  ADJUSTED  
 HA0599  ___________________________________________________________________
 HA0599  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HA0599  DYNAMIC HT  -         113.100 (meters)     371.06  (feet)  COMP
 HA0599  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 HA0599
 HA0599  VERT ORDER  -  FIRST     CLASS II
 HA0599
 HA0599.The horizontal coordinates were scaled from a topographic map and have
 HA0599.an estimated accuracy of +/- 6 seconds.
 HA0599
 HA0599.The orthometric height was determined by differential leveling
 HA0599.and adjusted by the National Geodetic Survey in June 1991..
 HA0599
 HA0599.The geoid height was determined by GEOID03.
 HA0599
 HA0599.The dynamic height is computed by dividing the NAVD 88
 HA0599.geopotential number by the normal gravity value computed on the
 HA0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0599.degrees latitude (g = 980.6199 gals.).
 HA0599
 HA0599.The modeled gravity was interpolated from observed gravity values.
 HA0599
 HA0599;                    North         East    Units  Estimated Accuracy
 HA0599;SPC KY1Z     - 1,178,680.    1,354,550.      MT  (+/- 180 meters Scaled)
 HA0599
 HA0599                          SUPERSEDED SURVEY CONTROL
 HA0599
 HA0599  NGVD 29 (??/??/92)  113.274  (m)          371.63   (f) ADJ UNCH    1 2
 HA0599
 HA0599.Superseded values are not recommended for survey control.
 HA0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0599.See file dsdata.txt to determine how the superseded data were derived.
 HA0599
 HA0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG644983(NAD 83)
 HA0599_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0599_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0599_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0599
 HA0599  HISTORY     - Date     Condition        Report By
 HA0599  HISTORY     - UNK      MONUMENTED       DOD
 HA0599  HISTORY     - 1953     GOOD             NGS
 HA0599
 HA0599                          STATION DESCRIPTION
 HA0599
 HA0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0599'2.2 MI W FROM SCUFFLETOWN.
 HA0599'ABOUT 1.95 MILES WEST ALONG A ROAD FOLLOWING THE OHIO RIVER
 HA0599'DOWNSTREAM FROM THE OLD STORE AT SCUFFLETOWN, THENCE ABOUT 0.3
 HA0599'MILE SOUTH ALONG A DIRT ROAD, ABOUT 0.35 MILE SOUTH OF SOUTH END OF
 HA0599'DAM NO. 47 ACROSS THE OHIO RIVER, 1364 FEET SOUTH OF CENTER OF
 HA0599'DIRT ROAD SOUTH AND THE GRAVEL ROAD PARALLEL TO RIVER, 67 FEET EAST
 HA0599'OF CENTER LINE OF DIRT ROAD, IN A CULTIVATED FIELD, 1/2 FOOT EAST
 HA0599'OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT BELOW SURFACE OF
 HA0599'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1605 ***********************************************************************
 GZ1605  DESIGNATION -  116 JEM
 GZ1605  PID         -  GZ1605
 GZ1605  STATE/COUNTY-  KY/MARION
 GZ1605  USGS QUAD   -  SALOMA (1961)
 GZ1605
 GZ1605                         *CURRENT SURVEY CONTROL
 GZ1605  ___________________________________________________________________
 GZ1605* NAD 83(1986)-  37 29 38.     (N)    085 24 28.     (W)     SCALED    
 GZ1605* NAVD 88     -       200.494  (meters)     657.79   (feet)  ADJUSTED  
 GZ1605  ___________________________________________________________________
 GZ1605  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GZ1605  DYNAMIC HT  -         200.335 (meters)     657.27  (feet)  COMP
 GZ1605  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 GZ1605
 GZ1605  VERT ORDER  -  SECOND    CLASS 0
 GZ1605
 GZ1605.The horizontal coordinates were scaled from a topographic map and have
 GZ1605.an estimated accuracy of +/- 6 seconds.
 GZ1605
 GZ1605.The orthometric height was determined by differential leveling
 GZ1605.and adjusted by the National Geodetic Survey in June 1991..
 GZ1605
 GZ1605.The geoid height was determined by GEOID03.
 GZ1605
 GZ1605.The dynamic height is computed by dividing the NAVD 88
 GZ1605.geopotential number by the normal gravity value computed on the
 GZ1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1605.degrees latitude (g = 980.6199 gals.).
 GZ1605
 GZ1605.The modeled gravity was interpolated from observed gravity values.
 GZ1605
 GZ1605;                    North         East    Units  Estimated Accuracy
 GZ1605;SPC KY1Z     - 1,128,860.    1,530,260.      MT  (+/- 180 meters Scaled)
 GZ1605
 GZ1605                          SUPERSEDED SURVEY CONTROL
 GZ1605
 GZ1605  NGVD 29 (??/??/92)  200.626  (m)          658.22   (f) ADJ UNCH    2 0
 GZ1605
 GZ1605.Superseded values are not recommended for survey control.
 GZ1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1605.See file dsdata.txt to determine how the superseded data were derived.
 GZ1605
 GZ1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG407508(NAD 83)
 GZ1605_MARKER: DD = SURVEY DISK
 GZ1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1605_STAMPING: 116 JEM 658 1950
 GZ1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1605+STABILITY: SURFACE MOTION
 GZ1605
 GZ1605  HISTORY     - Date     Condition        Report By
 GZ1605  HISTORY     - 1950     MONUMENTED       USGS
 GZ1605  HISTORY     - 1951     GOOD             NGS
 GZ1605
 GZ1605                          STATION DESCRIPTION
 GZ1605
 GZ1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1605'2.6 MI SW FROM SAINT JOSEPH.
 GZ1605'ABOUT 2.55 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE CATHOLIC
 GZ1605'CHURCH AND SCHOOL AT SAINT JOSEPH, ABOUT 0.75 MILE SOUTHWEST
 GZ1605'OF A BRIDGE OVER CLEAR CREEK, ABOUT 90 YARDS EAST OF THE JUNCTION
 GZ1605'OF A DIM ROAD SOUTH, AT THE JUNCTION OF A DRIVE SOUTH TO A WHITE
 GZ1605'FARM HOUSE, 15 FEET SOUTHEAST OF THE CENTER LINE OF ROAD, 23
 GZ1605'FEET EAST OF THE CENTER OF JUNCTION OF DRIVE, 6 FEET NORTHEAST
 GZ1605'OF THE NORTH CORNER OF A GARAGE, 7 FEET NORTHWEST OF THE NORTH
 GZ1605'ONE OF A TWIN 24-INCH LOCUST TREE, 2 FEET NORTHEAST OF A WHITE
 GZ1605'WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP
 GZ1605'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1463 ***********************************************************************
 GA1463  DESIGNATION -  1167
 GA1463  PID         -  GA1463
 GA1463  STATE/COUNTY-  KY/HARLAN
 GA1463  USGS QUAD   -  HARLAN (1978)
 GA1463
 GA1463                         *CURRENT SURVEY CONTROL
 GA1463  ___________________________________________________________________
 GA1463* NAD 83(1986)-  36 51 03.     (N)    083 22 06.     (W)     SCALED    
 GA1463* NAVD 88     -       355.745  (meters)    1167.14   (feet)  ADJUSTED  
 GA1463  ___________________________________________________________________
 GA1463  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA1463  DYNAMIC HT  -         355.441 (meters)    1166.14  (feet)  COMP
 GA1463  MODELED GRAV-     979,765.5   (mgal)                       NAVD 88
 GA1463
 GA1463  VERT ORDER  -  SECOND    CLASS 0
 GA1463
 GA1463.The horizontal coordinates were scaled from a topographic map and have
 GA1463.an estimated accuracy of +/- 6 seconds.
 GA1463
 GA1463.The orthometric height was determined by differential leveling
 GA1463.and adjusted by the National Geodetic Survey in June 1991..
 GA1463
 GA1463.The geoid height was determined by GEOID03.
 GA1463
 GA1463.The dynamic height is computed by dividing the NAVD 88
 GA1463.geopotential number by the normal gravity value computed on the
 GA1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1463.degrees latitude (g = 980.6199 gals.).
 GA1463
 GA1463.The modeled gravity was interpolated from observed gravity values.
 GA1463
 GA1463;                    North         East    Units  Estimated Accuracy
 GA1463;SPC KY1Z     - 1,060,150.    1,712,400.      MT  (+/- 180 meters Scaled)
 GA1463
 GA1463                          SUPERSEDED SURVEY CONTROL
 GA1463
 GA1463  NGVD 29 (??/??/92)  355.893  (m)         1167.63   (f) ADJ UNCH    2 0
 GA1463
 GA1463.Superseded values are not recommended for survey control.
 GA1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1463.See file dsdata.txt to determine how the superseded data were derived.
 GA1463
 GA1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA888809(NAD 83)
 GA1463_MARKER: DD = SURVEY DISK
 GA1463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1463_SP_SET: ABUTMENT BRIDGE
 GA1463_STAMPING: KY 1167.626
 GA1463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1463
 GA1463  HISTORY     - Date     Condition        Report By
 GA1463  HISTORY     - UNK      MONUMENTED       USGS
 GA1463  HISTORY     - 1957     POOR             NGS
 GA1463
 GA1463                          STATION DESCRIPTION
 GA1463
 GA1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA1463'1.3 MI NE FROM WILHOIT.
 GA1463'1.3 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA1463'FROM THE STATION AT WILHOIT, HARLAN COUNTY, 0.7 MILE WEST OF THE
 GA1463'CROSSING OF Y.S. HWY. 119 AT LOYALL, AT STEEL BRIDGE NO. 5 OVER
 GA1463'CUMBERLAND RIVER, IN THE TOP OF THE NORTH END OF THE EAST
 GA1463'CONCRETE ABUTMENT, 7 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 GA1463'TRACK, 1.5 FEET SOUTH OF THE NORTH END OF THE ABUTMENT, AND
 GA1463'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  A UNITED STATES,
 GA1463'GEOLOGICAL SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0830 ***********************************************************************
 GY0830  DESIGNATION -  1168
 GY0830  PID         -  GY0830
 GY0830  STATE/COUNTY-  KY/PIKE
 GY0830  USGS QUAD   -  DORTON (1992)
 GY0830
 GY0830                         *CURRENT SURVEY CONTROL
 GY0830  ___________________________________________________________________
 GY0830* NAD 83(1986)-  37 15 01.     (N)    082 33 47.     (W)     SCALED    
 GY0830* NAVD 88     -       355.906  (meters)    1167.67   (feet)  POSTED    
 GY0830  ___________________________________________________________________
 GY0830  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GY0830  DYNAMIC HT  -         355.610 (meters)    1166.70  (feet)  COMP
 GY0830  MODELED GRAV-     979,800.5   (mgal)                       NAVD 88
 GY0830
 GY0830  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GY0830
 GY0830.The horizontal coordinates were scaled from a topographic map and have
 GY0830.an estimated accuracy of +/- 6 seconds.
 GY0830
 GY0830.The orthometric height was determined by differential leveling
 GY0830.and adjusted by the National Geodetic Survey in 1992..
 GY0830.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GY0830.rate of 2.1 thru 3.0 mm/km.
 GY0830
 GY0830.The geoid height was determined by GEOID03.
 GY0830
 GY0830.The dynamic height is computed by dividing the NAVD 88
 GY0830.geopotential number by the normal gravity value computed on the
 GY0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0830.degrees latitude (g = 980.6199 gals.).
 GY0830
 GY0830.The modeled gravity was interpolated from observed gravity values.
 GY0830
 GY0830;                    North         East    Units  Estimated Accuracy
 GY0830;SPC KY1Z     - 1,106,590.    1,782,680.      MT  (+/- 180 meters Scaled)
 GY0830
 GY0830                          SUPERSEDED SURVEY CONTROL
 GY0830
 GY0830  NGVD 29 (??/??/92)  356.075  (m)         1168.22   (f) ADJ UNCH    2 0
 GY0830
 GY0830.Superseded values are not recommended for survey control.
 GY0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0830.See file dsdata.txt to determine how the superseded data were derived.
 GY0830
 GY0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB613237(NAD 83)
 GY0830_MARKER: DD = SURVEY DISK
 GY0830_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0830_SP_SET: BRIDGE
 GY0830_STAMPING: KENTUCKY 1168.223
 GY0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0830
 GY0830  HISTORY     - Date     Condition        Report By
 GY0830  HISTORY     - UNK      MONUMENTED       USGS
 GY0830  HISTORY     - 1956     POOR             NGS
 GY0830
 GY0830                          STATION DESCRIPTION
 GY0830
 GY0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0830'2.2 MI S FROM DORTON.
 GY0830'2.25 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY0830'STATION SIGN AND SCHOOL AT DORTON, 2.95 MILES NORTH OF THE
 GY0830'STATION SIGN AT SHELBY GAP, 17 RAILS SOUTHEAST OF FLAG STATION
 GY0830'KLIMER, 12 RAILS SOUTHEAST OF THE CROSSING OF U.S. HIGHWAY 23,
 GY0830'4 FEET WEST OF WEST RAIL, IN THE TOP OF THE WEST END OF THE NORTH
 GY0830'SEAT OF BRIDGE NO. 198 OVER SHELBY CREEK, 5.5 FEET BELOW LEVEL
 GY0830'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1206 ***********************************************************************
 GY1206  DESIGNATION -  1172
 GY1206  PID         -  GY1206
 GY1206  STATE/COUNTY-  KY/LETCHER
 GY1206  USGS QUAD   -  MAYKING (1992)
 GY1206
 GY1206                         *CURRENT SURVEY CONTROL
 GY1206  ___________________________________________________________________
 GY1206* NAD 83(1986)-  37 12 46.     (N)    082 51 00.     (W)     SCALED    
 GY1206* NAVD 88     -       357.131  (meters)    1171.69   (feet)  ADJUSTED  
 GY1206  ___________________________________________________________________
 GY1206  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GY1206  DYNAMIC HT  -         356.837 (meters)    1170.72  (feet)  COMP
 GY1206  MODELED GRAV-     979,798.2   (mgal)                       NAVD 88
 GY1206
 GY1206  VERT ORDER  -  SECOND    CLASS 0
 GY1206
 GY1206.The horizontal coordinates were scaled from a topographic map and have
 GY1206.an estimated accuracy of +/- 6 seconds.
 GY1206
 GY1206.The orthometric height was determined by differential leveling
 GY1206.and adjusted by the National Geodetic Survey in June 1991..
 GY1206
 GY1206.The geoid height was determined by GEOID03.
 GY1206
 GY1206.The dynamic height is computed by dividing the NAVD 88
 GY1206.geopotential number by the normal gravity value computed on the
 GY1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1206.degrees latitude (g = 980.6199 gals.).
 GY1206
 GY1206.The modeled gravity was interpolated from observed gravity values.
 GY1206
 GY1206;                    North         East    Units  Estimated Accuracy
 GY1206;SPC KY1Z     - 1,101,600.    1,757,360.      MT  (+/- 180 meters Scaled)
 GY1206
 GY1206                          SUPERSEDED SURVEY CONTROL
 GY1206
 GY1206  NGVD 29 (??/??/92)  357.287  (m)         1172.20   (f) ADJ UNCH    2 0
 GY1206
 GY1206.Superseded values are not recommended for survey control.
 GY1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1206.See file dsdata.txt to determine how the superseded data were derived.
 GY1206
 GY1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB358200(NAD 83)
 GY1206_MARKER: DD = SURVEY DISK
 GY1206_SETTING: 66 = SET IN ROCK OUTCROP
 GY1206_SP_SET: ROCK CUT
 GY1206_STAMPING: KENTUCKY 1172.199
 GY1206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1206+STABILITY: POSITION/ELEVATION WELL
 GY1206
 GY1206  HISTORY     - Date     Condition        Report By
 GY1206  HISTORY     - UNK      MONUMENTED       USGS
 GY1206  HISTORY     - 1956     POOR             NGS
 GY1206
 GY1206                          STATION DESCRIPTION
 GY1206
 GY1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1206'0.6 MI SE FROM COLSON.
 GY1206'0.6 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 GY1206'COLSON, ABOUT 85 YARDS NORTHEAST OF A 2-STORY CONCRETE BLOCK
 GY1206'SERVICE STATION AND RESIDENCE, ABOUT 185 YARDS NORTHEAST OF A
 GY1206'ROAD LEADING SOUTH, SET VERTICALLY IN SOUTH FACE AND NEAR THE
 GY1206'TOP OF A 9-FOOT ROCKY CUT, 33 FEET NORTH NORTHWEST OF CENTER LINE
 GY1206'OF ROAD, 21 FEET NORTHEAST OF A 30-INCH ELM TREE, 33 FEET NORTHEAST
 GY1206'OF CENTER OF A SMALL HOLLOW FROM THE NORTH, 226 FEET SOUTHWEST
 GY1206'OF SOUTHWEST END OF CONCRETE HEAD WALL OF AN 8-FOOT CONCRETE
 GY1206'AND STONE CULVERT AND ABOUT 8 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1467 ***********************************************************************
 GA1467  DESIGNATION -  1173
 GA1467  PID         -  GA1467
 GA1467  STATE/COUNTY-  KY/HARLAN
 GA1467  USGS QUAD   -  HARLAN (1978)
 GA1467
 GA1467                         *CURRENT SURVEY CONTROL
 GA1467  ___________________________________________________________________
 GA1467* NAD 83(1986)-  36 51 31.     (N)    083 19 46.     (W)     SCALED    
 GA1467* NAVD 88     -       357.675  (meters)    1173.47   (feet)  ADJUSTED  
 GA1467  ___________________________________________________________________
 GA1467  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1467  DYNAMIC HT  -         357.367 (meters)    1172.46  (feet)  COMP
 GA1467  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 GA1467
 GA1467  VERT ORDER  -  SECOND    CLASS 0
 GA1467
 GA1467.The horizontal coordinates were scaled from a topographic map and have
 GA1467.an estimated accuracy of +/- 6 seconds.
 GA1467
 GA1467.The orthometric height was determined by differential leveling
 GA1467.and adjusted by the National Geodetic Survey in June 1991..
 GA1467
 GA1467.The geoid height was determined by GEOID03.
 GA1467
 GA1467.The dynamic height is computed by dividing the NAVD 88
 GA1467.geopotential number by the normal gravity value computed on the
 GA1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1467.degrees latitude (g = 980.6199 gals.).
 GA1467
 GA1467.The modeled gravity was interpolated from observed gravity values.
 GA1467
 GA1467;                    North         East    Units  Estimated Accuracy
 GA1467;SPC KY1Z     - 1,061,100.    1,715,850.      MT  (+/- 180 meters Scaled)
 GA1467
 GA1467                          SUPERSEDED SURVEY CONTROL
 GA1467
 GA1467  NGVD 29 (??/??/92)  357.819  (m)         1173.94   (f) ADJ UNCH    2 0
 GA1467
 GA1467.Superseded values are not recommended for survey control.
 GA1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1467.See file dsdata.txt to determine how the superseded data were derived.
 GA1467
 GA1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA923817(NAD 83)
 GA1467_MARKER: DD = SURVEY DISK
 GA1467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1467_SP_SET: ABUTMENT
 GA1467_STAMPING: 1173 KY 1173.944
 GA1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1467+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2001
 GA1467
 GA1467  HISTORY     - Date     Condition        Report By
 GA1467  HISTORY     - UNK      MONUMENTED       USGS
 GA1467  HISTORY     - 1952     GOOD             NGS
 GA1467  HISTORY     - 1956     POOR             NGS
 GA1467  HISTORY     - 20010516 GOOD             KYDT
 GA1467
 GA1467                          STATION DESCRIPTION
 GA1467
 GA1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GA1467'AT BAXTER.
 GA1467'AT BAXTER, AT THE LOUISVILLE AND NASHVILLE RAILROAD STATION,
 GA1467'IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF RAILROAD
 GA1467'BRIDGE NO. 6 OVER THE CUMBERLAND RIVER, 9 FEET WEST OF WEST
 GA1467'RAIL OF WEST TRACK, 58 FEET SOUTHWEST AND ACROSS TRACK FROM THE
 GA1467'SOUTHWEST CORNER OF STATION AND ABOUT 1 1/2 FEET BELOW LEVEL
 GA1467'OF TRACK.  RECOVERED AS DESCRIBED IN AUGUST 1956 AND STAMPED
 GA1467'1173.944.  THIS MARK WAS FOUND MUTILATED BUT SOLID.
 GA1467
 GA1467                          STATION RECOVERY (1956)
 GA1467
 GA1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1467'MARK RECOVERED IN POOR CONDITION.
 GA1467
 GA1467                          STATION RECOVERY (2001)
 GA1467
 GA1467'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1672 ***********************************************************************
 GA1672  DESIGNATION -  1178
 GA1672  PID         -  GA1672
 GA1672  STATE/COUNTY-  KY/LESLIE
 GA1672  USGS QUAD   -  BLEDSOE (1980)
 GA1672
 GA1672                         *CURRENT SURVEY CONTROL
 GA1672  ___________________________________________________________________
 GA1672* NAD 83(1986)-  36 58 17.     (N)    083 16 49.     (W)     SCALED    
 GA1672* NAVD 88     -       358.762  (meters)    1177.04   (feet)  ADJUSTED  
 GA1672  ___________________________________________________________________
 GA1672  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA1672  DYNAMIC HT  -         358.456 (meters)    1176.03  (feet)  COMP
 GA1672  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 GA1672
 GA1672  VERT ORDER  -  SECOND    CLASS 0
 GA1672
 GA1672.The horizontal coordinates were scaled from a topographic map and have
 GA1672.an estimated accuracy of +/- 6 seconds.
 GA1672
 GA1672.The orthometric height was determined by differential leveling
 GA1672.and adjusted by the National Geodetic Survey in June 1991..
 GA1672
 GA1672.The geoid height was determined by GEOID03.
 GA1672
 GA1672.The dynamic height is computed by dividing the NAVD 88
 GA1672.geopotential number by the normal gravity value computed on the
 GA1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1672.degrees latitude (g = 980.6199 gals.).
 GA1672
 GA1672.The modeled gravity was interpolated from observed gravity values.
 GA1672
 GA1672;                    North         East    Units  Estimated Accuracy
 GA1672;SPC KY1Z     - 1,073,730.    1,719,900.      MT  (+/- 180 meters Scaled)
 GA1672
 GA1672                          SUPERSEDED SURVEY CONTROL
 GA1672
 GA1672  NGVD 29 (??/??/92)  358.909  (m)         1177.52   (f) ADJ UNCH    2 0
 GA1672
 GA1672.Superseded values are not recommended for survey control.
 GA1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1672.See file dsdata.txt to determine how the superseded data were derived.
 GA1672
 GA1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA970941(NAD 83)
 GA1672_MARKER: DD = SURVEY DISK
 GA1672_SETTING: 66 = SET IN ROCK OUTCROP
 GA1672_SP_SET: CLIFF
 GA1672_STAMPING: 1178 KY 1177.521
 GA1672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1672+STABILITY: POSITION/ELEVATION WELL
 GA1672
 GA1672  HISTORY     - Date     Condition        Report By
 GA1672  HISTORY     - 1952     MONUMENTED       USGS
 GA1672  HISTORY     - 1956     GOOD             NGS
 GA1672  HISTORY     - 1956     POOR             NGS
 GA1672
 GA1672                          STATION DESCRIPTION
 GA1672
 GA1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1672'1.5 MI SE FROM NAPIER.
 GA1672'ABOUT 1.5 MILES SOUTHEAST ALONG A ROAD FOLLOWING GREASY CREEK FROM
 GA1672'POST OFFICE AT NAPIER, ABOUT 0.1 MILE WEST OF A ROAD SOUTH AND
 GA1672'CONFLUENCE OF GREASY CREEK AND ABNER BRANCH, ABOUT 0.1 MILE
 GA1672'SOUTHEAST OF AN OLD CHURCH, ABOUT 62 YARDS SOUTHWEST OF THE
 GA1672'NORTHWEST END OF A FOOT SUSPENSION BRIDGE OVER GREASY CREEK, ON
 GA1672'THE NORTHWEST BANK OF CREEK, SET VERTICALLY IN THE SOUTHEAST
 GA1672'FACE OF SOUTHWEST END OF A ROCK CLIFF, 90 FEET NORTHWEST OF CENTER
 GA1672'LINE OF ROAD AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.
 GA1672
 GA1672                          STATION RECOVERY (1956)
 GA1672
 GA1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1672'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2197 ***********************************************************************
 GY2197  DESIGNATION -  118 EOM
 GY2197  PID         -  GY2197
 GY2197  STATE/COUNTY-  KY/KNOTT
 GY2197  USGS QUAD   -  VEST (1992)
 GY2197
 GY2197                         *CURRENT SURVEY CONTROL
 GY2197  ___________________________________________________________________
 GY2197* NAD 83(1986)-  37 29 57.     (N)    083 05 32.     (W)     SCALED    
 GY2197* NAVD 88     -       270.678  (meters)     888.05   (feet)  ADJUSTED  
 GY2197  ___________________________________________________________________
 GY2197  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GY2197  DYNAMIC HT  -         270.466 (meters)     887.35  (feet)  COMP
 GY2197  MODELED GRAV-     979,842.3   (mgal)                       NAVD 88
 GY2197
 GY2197  VERT ORDER  -  SECOND    CLASS 0
 GY2197
 GY2197.The horizontal coordinates were scaled from a topographic map and have
 GY2197.an estimated accuracy of +/- 6 seconds.
 GY2197
 GY2197.The orthometric height was determined by differential leveling
 GY2197.and adjusted by the National Geodetic Survey in June 1991..
 GY2197
 GY2197.The geoid height was determined by GEOID03.
 GY2197
 GY2197.The dynamic height is computed by dividing the NAVD 88
 GY2197.geopotential number by the normal gravity value computed on the
 GY2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2197.degrees latitude (g = 980.6199 gals.).
 GY2197
 GY2197.The modeled gravity was interpolated from observed gravity values.
 GY2197
 GY2197;                    North         East    Units  Estimated Accuracy
 GY2197;SPC KY1Z     - 1,132,730.    1,734,970.      MT  (+/- 180 meters Scaled)
 GY2197
 GY2197                          SUPERSEDED SURVEY CONTROL
 GY2197
 GY2197  NGVD 29 (??/??/92)  270.837  (m)          888.57   (f) ADJ UNCH    2 0
 GY2197
 GY2197.Superseded values are not recommended for survey control.
 GY2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2197.See file dsdata.txt to determine how the superseded data were derived.
 GY2197
 GY2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB150523(NAD 83)
 GY2197_MARKER: DD = SURVEY DISK
 GY2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2197_STAMPING: 118 EOM 1949 888.571
 GY2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2197+STABILITY: SURFACE MOTION
 GY2197
 GY2197  HISTORY     - Date     Condition        Report By
 GY2197  HISTORY     - 1949     MONUMENTED       USGS
 GY2197  HISTORY     - 1956     GOOD             NGS
 GY2197
 GY2197                          STATION DESCRIPTION
 GY2197
 GY2197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2197'AT DECOY.
 GY2197'AT DECOY, NEAR THE KNOTT-BREATHITT COUNTY LINE, ABOUT 100 YARDS
 GY2197'NORTH OF THE CONFLUENCE OF MIDDLE FORK AND LAUREL FORK OF QUICKSAND
 GY2197'CREEK, 26 FEET EAST OF EAST CORNER OF SCHOOL AT DECOY WHICH IS
 GY2197'ON COUNTY LINE, ABOUT 28 YARDS NORTHWEST OF THE CENTER OF MIDDLE
 GY2197'FORK, 20 FEET NORTHWEST OF CENTER OF ROAD, 4 FEET NORTHWEST OF
 GY2197'SCHOOL YARD FENCE, 17 FEET SOUTHWEST OF EAST CORNER OF SCHOOL
 GY2197'YARD, ABOUT 5 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF
 GY2197'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1026 ***********************************************************************
 HA1026  DESIGNATION -  1183 CAP
 HA1026  PID         -  HA1026
 HA1026  STATE/COUNTY-  KY/HENDERSON
 HA1026  USGS QUAD   -  HENDERSON (1993)
 HA1026
 HA1026                         *CURRENT SURVEY CONTROL
 HA1026  ___________________________________________________________________
 HA1026* NAD 83(1986)-  37 51 32.     (N)    087 34 41.     (W)     SCALED    
 HA1026* NAVD 88     -       139.966  (meters)     459.21   (feet)  ADJUSTED  
 HA1026  ___________________________________________________________________
 HA1026  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HA1026  DYNAMIC HT  -         139.870 (meters)     458.89  (feet)  COMP
 HA1026  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HA1026
 HA1026  VERT ORDER  -  FIRST     CLASS II
 HA1026
 HA1026.The horizontal coordinates were scaled from a topographic map and have
 HA1026.an estimated accuracy of +/- 6 seconds.
 HA1026
 HA1026.The orthometric height was determined by differential leveling
 HA1026.and adjusted by the National Geodetic Survey in June 1991..
 HA1026.WARNING-Repeat measurements at this control monument indicate possible
 HA1026.vertical movement.
 HA1026
 HA1026.The geoid height was determined by GEOID03.
 HA1026
 HA1026.The dynamic height is computed by dividing the NAVD 88
 HA1026.geopotential number by the normal gravity value computed on the
 HA1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1026.degrees latitude (g = 980.6199 gals.).
 HA1026
 HA1026.The modeled gravity was interpolated from observed gravity values.
 HA1026
 HA1026;                    North         East    Units  Estimated Accuracy
 HA1026;SPC KY1Z     - 1,170,890.    1,339,160.      MT  (+/- 180 meters Scaled)
 HA1026
 HA1026                          SUPERSEDED SURVEY CONTROL
 HA1026
 HA1026  NGVD 29 (??/??/92)  140.06   (m)          459.5    (f) COMPUTED    1 2
 HA1026
 HA1026.Superseded values are not recommended for survey control.
 HA1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1026.See file dsdata.txt to determine how the superseded data were derived.
 HA1026
 HA1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG491903(NAD 83)
 HA1026_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA1026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA1026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1026
 HA1026  HISTORY     - Date     Condition        Report By
 HA1026  HISTORY     - UNK      MONUMENTED       DOD
 HA1026  HISTORY     - 1953     GOOD             NGS
 HA1026  HISTORY     - 1964     GOOD             FAS
 HA1026  HISTORY     - 1985     MARK NOT FOUND   NGS
 HA1026
 HA1026                          STATION DESCRIPTION
 HA1026
 HA1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA1026'AT HENDERSON.
 HA1026'AT HENDERSON, ABOUT 1.4 MILES NORTHEAST ALONG ELM STREET FROM THE
 HA1026'POST OFFICE, AT THE NORTHEAST CORNER OF MUNICIPAL GOLF COURSE,
 HA1026'ON THE TOP OF A 20 BANK OF STREET CUT, 49 FEET WEST OF CENTER
 HA1026'LINE OF ELM STREET, 44 FEET NORTH OF EXTENDED CENTER LINE OF
 HA1026'NORTH CURB LINE OF A SHORT STREET LEADING EAST TO HI Y DRIVE IN
 HA1026'THEATRE, 71 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER,
 HA1026'13 1/2 FEET SOUTH-SOUTHEAST OF MULTIPLE-TRUNK HEDGE TREE, AND IS A
 HA1026'U.S.E. CAP ON PIPE PROJECTING ABOUT 2 INCHES.
 HA1026
 HA1026                          STATION RECOVERY (1964)
 HA1026
 HA1026'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA1026'RECOVERED IN GOOD CONDITION.
 HA1026
 HA1026                          STATION RECOVERY (1985)
 HA1026
 HA1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1007 ***********************************************************************
 HA1007  DESIGNATION -  1185 A CAP
 HA1007  PID         -  HA1007
 HA1007  STATE/COUNTY-  KY/HENDERSON
 HA1007  USGS QUAD   -  HENDERSON (1993)
 HA1007
 HA1007                         *CURRENT SURVEY CONTROL
 HA1007  ___________________________________________________________________
 HA1007* NAD 83(1986)-  37 49 31.     (N)    087 36 22.     (W)     SCALED    
 HA1007* NAVD 88     -       119.071  (meters)     390.65   (feet)  ADJUSTED  
 HA1007  ___________________________________________________________________
 HA1007  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HA1007  DYNAMIC HT  -         118.989 (meters)     390.38  (feet)  COMP
 HA1007  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 HA1007
 HA1007  VERT ORDER  -  FIRST     CLASS II
 HA1007
 HA1007.The horizontal coordinates were scaled from a topographic map and have
 HA1007.an estimated accuracy of +/- 6 seconds.
 HA1007
 HA1007.The orthometric height was determined by differential leveling
 HA1007.and adjusted by the National Geodetic Survey in June 1991..
 HA1007
 HA1007.The geoid height was determined by GEOID03.
 HA1007
 HA1007.The dynamic height is computed by dividing the NAVD 88
 HA1007.geopotential number by the normal gravity value computed on the
 HA1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1007.degrees latitude (g = 980.6199 gals.).
 HA1007
 HA1007.The modeled gravity was interpolated from observed gravity values.
 HA1007
 HA1007;                    North         East    Units  Estimated Accuracy
 HA1007;SPC KY1Z     - 1,167,200.    1,336,610.      MT  (+/- 180 meters Scaled)
 HA1007
 HA1007                          SUPERSEDED SURVEY CONTROL
 HA1007
 HA1007  NGVD 29 (??/??/92)  119.173  (m)          390.99   (f) ADJ UNCH    1 2
 HA1007
 HA1007.Superseded values are not recommended for survey control.
 HA1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1007.See file dsdata.txt to determine how the superseded data were derived.
 HA1007
 HA1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG466866(NAD 83)
 HA1007_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA1007_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA1007_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA1007_STAMPING: 1185 A
 HA1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1007
 HA1007  HISTORY     - Date     Condition        Report By
 HA1007  HISTORY     - UNK      MONUMENTED       DOD
 HA1007  HISTORY     - 1953     GOOD             NGS
 HA1007  HISTORY     - 1964     GOOD             FAS
 HA1007  HISTORY     - 1985     MARK NOT FOUND   NGS
 HA1007
 HA1007                          STATION DESCRIPTION
 HA1007
 HA1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA1007'AT HENDERSON.
 HA1007'AT HENDERSON, ABOUT 1.15 MILES SOUTHWEST ALONG SOUTH MAIN
 HA1007'STREET FROM ITS INTERSECTION WITH FIRST STREET, AT THE
 HA1007'INTERSECTION OF SANDY LANE, 23 1/2 FEET NORTHWEST OF CENTER
 HA1007'LINE OF SOUTH MAIN STREET, 60 FEET SOUTHWEST OF CENTER LINE
 HA1007'OF SANDY LANE, 9 FEET SOUTHWEST OF SOUTHWEST EDGE OF CONCRETE
 HA1007'WALK LEADING TO THE FIRST HOUSE SOUTHWEST OF SANDY LANE, 83.9
 HA1007'FEET SOUTHWEST AND ACROSS SANDY LANE FROM A FIRE HYDRANT, 2.8
 HA1007'FEET WEST OF A 24-INCH ELM TREE, ABOUT LEVEL WITH STREETS
 HA1007'AND IS A 2 1/2-INCH CAP ON A GALVANIZED PIPE PROJECTING ABOUT
 HA1007'2 INCHES.
 HA1007
 HA1007                          STATION RECOVERY (1964)
 HA1007
 HA1007'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA1007'RECOVERED IN GOOD CONDITION.
 HA1007
 HA1007                          STATION RECOVERY (1985)
 HA1007
 HA1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1007'THERE IS A NEW BANK BUILDING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0143 ***********************************************************************
 HB0143  DESIGNATION -  12 A USGS
 HB0143  PID         -  HB0143
 HB0143  STATE/COUNTY-  KY/CRITTENDEN
 HB0143  USGS QUAD   -  FREDONIA (1954)
 HB0143
 HB0143                         *CURRENT SURVEY CONTROL
 HB0143  ___________________________________________________________________
 HB0143* NAD 83(1986)-  37 11 45.     (N)    088 05 13.     (W)     SCALED    
 HB0143* NAVD 88     -       112.455  (meters)     368.95   (feet)  ADJUSTED  
 HB0143  ___________________________________________________________________
 HB0143  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HB0143  DYNAMIC HT  -         112.371 (meters)     368.67  (feet)  COMP
 HB0143  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 HB0143
 HB0143  VERT ORDER  -  FIRST     CLASS II
 HB0143
 HB0143.The horizontal coordinates were scaled from a topographic map and have
 HB0143.an estimated accuracy of +/- 6 seconds.
 HB0143
 HB0143.The orthometric height was determined by differential leveling
 HB0143.and adjusted by the National Geodetic Survey in June 1991..
 HB0143
 HB0143.The geoid height was determined by GEOID03.
 HB0143
 HB0143.The dynamic height is computed by dividing the NAVD 88
 HB0143.geopotential number by the normal gravity value computed on the
 HB0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0143.degrees latitude (g = 980.6199 gals.).
 HB0143
 HB0143.The modeled gravity was interpolated from observed gravity values.
 HB0143
 HB0143;                    North         East    Units  Estimated Accuracy
 HB0143;SPC KY1Z     - 1,098,320.    1,292,550.      MT  (+/- 180 meters Scaled)
 HB0143
 HB0143                          SUPERSEDED SURVEY CONTROL
 HB0143
 HB0143  NGVD 29 (??/??/??)  112.536  (m)          369.21   (f) ADJUSTED    1 2
 HB0143
 HB0143.Superseded values are not recommended for survey control.
 HB0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0143.See file dsdata.txt to determine how the superseded data were derived.
 HB0143
 HB0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG035171(NAD 83)
 HB0143_MARKER: Q = CHISELED SQUARE
 HB0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0143_SP_SET: FOUNDATION
 HB0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0143
 HB0143  HISTORY     - Date     Condition        Report By
 HB0143  HISTORY     - UNK      MONUMENTED       USGS
 HB0143  HISTORY     - 1949     GOOD             CGS
 HB0143
 HB0143                          STATION DESCRIPTION
 HB0143
 HB0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0143'1.8 MI NW FROM FREDONIA.
 HB0143'1.75 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0143'THE STATION AT FREDONIA, ABOUT 0.2 MILE NORTHWEST OF THE NORTHWEST
 HB0143'END OF TRESTLE NO. 84-8, ABOUT 130 YARDS NORTHWEST OF A CURVE
 HB0143'WITH TANGENTS NORTHWEST AND EAST-SOUTHEAST, 8 FEET NORTHEAST
 HB0143'OF THE NORTHEAST RAIL AND IN THE TOP AND NEAR THE SOUTH CORNER
 HB0143'OF THE STONE FOUNDATION OF AN ABANDONED RAILROAD WATER TANK, 15.1
 HB0143'FEET SOUTH OF USC AND GS BM I, 64 X RESET 1949 AND ABOUT 0.5 FOOT
 HB0143'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0060 ***********************************************************************
 GB0060  DESIGNATION -  12 KY
 GB0060  PID         -  GB0060
 GB0060  STATE/COUNTY-  KY/MCCREARY
 GB0060  USGS QUAD   -  HAIL (1982)
 GB0060
 GB0060                         *CURRENT SURVEY CONTROL
 GB0060  ___________________________________________________________________
 GB0060* NAD 83(1986)-  36 52 50.     (N)    084 29 48.     (W)     SCALED    
 GB0060* NAVD 88     -       363.091  (meters)    1191.24   (feet)  ADJUSTED  
 GB0060  ___________________________________________________________________
 GB0060  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GB0060  DYNAMIC HT  -         362.806 (meters)    1190.31  (feet)  COMP
 GB0060  MODELED GRAV-     979,834.2   (mgal)                       NAVD 88
 GB0060
 GB0060  VERT ORDER  -  FIRST     CLASS I
 GB0060
 GB0060.The horizontal coordinates were scaled from a topographic map and have
 GB0060.an estimated accuracy of +/- 6 seconds.
 GB0060
 GB0060.The orthometric height was determined by differential leveling
 GB0060.and adjusted by the National Geodetic Survey in June 1991..
 GB0060
 GB0060.The geoid height was determined by GEOID03.
 GB0060
 GB0060.The dynamic height is computed by dividing the NAVD 88
 GB0060.geopotential number by the normal gravity value computed on the
 GB0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0060.degrees latitude (g = 980.6199 gals.).
 GB0060
 GB0060.The modeled gravity was interpolated from observed gravity values.
 GB0060
 GB0060;                    North         East    Units  Estimated Accuracy
 GB0060;SPC KY1Z     - 1,061,490.    1,611,740.      MT  (+/- 180 meters Scaled)
 GB0060
 GB0060                          SUPERSEDED SURVEY CONTROL
 GB0060
 GB0060  NGVD 29 (??/??/92)  363.244  (m)         1191.74   (f) ADJ UNCH    1 1
 GB0060
 GB0060.Superseded values are not recommended for survey control.
 GB0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0060.See file dsdata.txt to determine how the superseded data were derived.
 GB0060
 GB0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF231845(NAD 83)
 GB0060_MARKER: P = PIPE CAP
 GB0060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GB0060_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GB0060_STAMPING: TRAV STA NO 12 KY 1191.743
 GB0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0060
 GB0060  HISTORY     - Date     Condition        Report By
 GB0060  HISTORY     - UNK      MONUMENTED       USGS
 GB0060  HISTORY     - 1968     GOOD             NGS
 GB0060
 GB0060                          STATION DESCRIPTION
 GB0060
 GB0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0060'3.2 MI N FROM PARKERS LAKE.
 GB0060'ABOUT 1.75 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0060'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, THENCE 1.0 MILE NORTH
 GB0060'ALONG THE SOUTHERN RAILWAY, THENCE 0.45 MILE NORTH ALONG AN
 GB0060'ABANDONED RAILROAD GRADE, 58 FEET WEST OF THE CENTERLINE OF THE
 GB0060'RAILROAD GRADE, 13 1/2 FEET SOUTHEAST OF A 48-INCH OAK TREE,
 GB0060'67 FEET NORTH OF BENCH MARK I 5, 0.9 FOOT NORTH OF A METAL WITNESS
 GB0060'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE RAILROAD GRADE, AND A
 GB0060'U.S. GEOLOGICAL SURVEY CAP ON THE TOP OF AN IRON PIPE ABOUT 4
 GB0060'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0890 ***********************************************************************
 GY0890  DESIGNATION -  1217.0
 GY0890  PID         -  GY0890
 GY0890  STATE/COUNTY-  KY/LETCHER
 GY0890  USGS QUAD   -  MAYKING (1992)
 GY0890
 GY0890                         *CURRENT SURVEY CONTROL
 GY0890  ___________________________________________________________________
 GY0890* NAD 83(1986)-  37 08 43.     (N)    082 46 14.     (W)     SCALED    
 GY0890* NAVD 88     -       370.728  (meters)    1216.30   (feet)  ADJUSTED  
 GY0890  ___________________________________________________________________
 GY0890  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GY0890  DYNAMIC HT  -         370.417 (meters)    1215.28  (feet)  COMP
 GY0890  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 GY0890
 GY0890  VERT ORDER  -  FIRST     CLASS II
 GY0890
 GY0890.The horizontal coordinates were scaled from a topographic map and have
 GY0890.an estimated accuracy of +/- 6 seconds.
 GY0890
 GY0890.The orthometric height was determined by differential leveling
 GY0890.and adjusted by the National Geodetic Survey in June 1991..
 GY0890
 GY0890.The geoid height was determined by GEOID03.
 GY0890
 GY0890.The dynamic height is computed by dividing the NAVD 88
 GY0890.geopotential number by the normal gravity value computed on the
 GY0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0890.degrees latitude (g = 980.6199 gals.).
 GY0890
 GY0890.The modeled gravity was interpolated from observed gravity values.
 GY0890
 GY0890;                    North         East    Units  Estimated Accuracy
 GY0890;SPC KY1Z     - 1,094,340.    1,764,650.      MT  (+/- 180 meters Scaled)
 GY0890
 GY0890                          SUPERSEDED SURVEY CONTROL
 GY0890
 GY0890  NGVD 29 (??/??/92)  370.886  (m)         1216.82   (f) ADJ UNCH    1 2
 GY0890
 GY0890.Superseded values are not recommended for survey control.
 GY0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0890.See file dsdata.txt to determine how the superseded data were derived.
 GY0890
 GY0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB427124(NAD 83)
 GY0890_MARKER: Q = CHISELED SQUARE
 GY0890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0890_SP_SET: ABUTMENT
 GY0890_STAMPING: 1217.0
 GY0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0890
 GY0890  HISTORY     - Date     Condition        Report By
 GY0890  HISTORY     - UNK      MONUMENTED       USGS
 GY0890  HISTORY     - 1956     GOOD             NGS
 GY0890  HISTORY     - 1967     MARK NOT FOUND   USGS
 GY0890
 GY0890                          STATION DESCRIPTION
 GY0890
 GY0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0890'6.5 MI E FROM WHITESBURG.
 GY0890'6.5 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GY0890'WHITESBURG, LETCHER COUNTY, 1.3 MILES NORTH OF MAYKING, AT BRIDGE
 GY0890'131, ON THE NORTHEAST CORNER OF THE NORTHWEST ABUTMENT, AND 7.8
 GY0890'FEET NORTHEAST OF THE NORTHEAST RAIL.
 GY0890
 GY0890                          STATION RECOVERY (1967)
 GY0890
 GY0890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GY0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0957 ***********************************************************************
 HA0957  DESIGNATION -  1221 BOLT
 HA0957  PID         -  HA0957
 HA0957  STATE/COUNTY-  KY/UNION
 HA0957  USGS QUAD   -  UNIONTOWN (1981)
 HA0957
 HA0957                         *CURRENT SURVEY CONTROL
 HA0957  ___________________________________________________________________
 HA0957* NAD 83(1986)-  37 46 06.     (N)    087 58 00.     (W)     SCALED    
 HA0957* NAVD 88     -       108.585  (meters)     356.25   (feet)  ADJUSTED  
 HA0957  ___________________________________________________________________
 HA0957  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 HA0957  DYNAMIC HT  -         108.509 (meters)     356.00  (feet)  COMP
 HA0957  MODELED GRAV-     979,933.5   (mgal)                       NAVD 88
 HA0957
 HA0957  VERT ORDER  -  FIRST     CLASS II
 HA0957
 HA0957.The horizontal coordinates were scaled from a topographic map and have
 HA0957.an estimated accuracy of +/- 6 seconds.
 HA0957
 HA0957.The orthometric height was determined by differential leveling
 HA0957.and adjusted by the National Geodetic Survey in June 1991..
 HA0957
 HA0957.The geoid height was determined by GEOID03.
 HA0957
 HA0957.The dynamic height is computed by dividing the NAVD 88
 HA0957.geopotential number by the normal gravity value computed on the
 HA0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0957.degrees latitude (g = 980.6199 gals.).
 HA0957
 HA0957.The modeled gravity was interpolated from observed gravity values.
 HA0957
 HA0957;                    North         East    Units  Estimated Accuracy
 HA0957;SPC KY1Z     - 1,161,580.    1,304,730.      MT  (+/- 180 meters Scaled)
 HA0957
 HA0957                          SUPERSEDED SURVEY CONTROL
 HA0957
 HA0957  NGVD 29 (??/??/92)  108.687  (m)          356.58   (f) ADJ UNCH    1 2
 HA0957
 HA0957.Superseded values are not recommended for survey control.
 HA0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0957.See file dsdata.txt to determine how the superseded data were derived.
 HA0957
 HA0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG148805(NAD 83)
 HA0957_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0957_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0957_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0957
 HA0957  HISTORY     - Date     Condition        Report By
 HA0957  HISTORY     - UNK      MONUMENTED       DOD
 HA0957  HISTORY     - 1953     GOOD             NGS
 HA0957  HISTORY     - 1963     GOOD             FAS
 HA0957
 HA0957                          STATION DESCRIPTION
 HA0957
 HA0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0957'2 MI W FROM UNIONTOWN.
 HA0957'ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 268 FROM THE
 HA0957'JUNCTION OF STATE HIGHWAYS 360 AND 130 AT UNIONTOWN, THENCE
 HA0957'ABOUT 0.75 MILE NORTHWEST AND WEST ALONG A GRAVEL ROAD, ABOUT
 HA0957'0.45 MILE EAST OF JUNCTION OF A ROAD LEADING NORTH TO DAM
 HA0957'NO. 49 ON OHIO RIVER, 35 FEET NORTH OF CENTER LINE OF ROAD,
 HA0957'30 FEET NORTHEAST AND ACROSS A FARM DRIVE FROM A POWER POLE,
 HA0957'6 1/2 FEET EAST OF CENTER LINE OF FARM DRIVE, 16 FEET NORTH
 HA0957'OF A FENCE LINE.  MARK IS A BOLT SET UNDERGROUND ACCESS TO
 HA0957'WHICH IS HAD BY REMOVING A 2-INCH GALVANIZED PIPE WITH U.S.E.
 HA0957'CAP WHICH PROJECTS ABOUT 10 INCHES ABOVE GROUND.
 HA0957
 HA0957                          STATION RECOVERY (1963)
 HA0957
 HA0957'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1963
 HA0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1696 ***********************************************************************
 GA1696  DESIGNATION -  1229
 GA1696  PID         -  GA1696
 GA1696  STATE/COUNTY-  KY/HARLAN
 GA1696  USGS QUAD   -  HARLAN (1978)
 GA1696
 GA1696                         *CURRENT SURVEY CONTROL
 GA1696  ___________________________________________________________________
 GA1696* NAD 83(1986)-  36 51 29.     (N)    083 15 57.     (W)     SCALED    
 GA1696* NAVD 88     -       375.824  (meters)    1233.02   (feet)  ADJUSTED  
 GA1696  ___________________________________________________________________
 GA1696  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA1696  DYNAMIC HT  -         375.498 (meters)    1231.95  (feet)  COMP
 GA1696  MODELED GRAV-     979,753.4   (mgal)                       NAVD 88
 GA1696
 GA1696  VERT ORDER  -  SECOND    CLASS 0
 GA1696
 GA1696.The horizontal coordinates were scaled from a topographic map and have
 GA1696.an estimated accuracy of +/- 6 seconds.
 GA1696
 GA1696.The orthometric height was determined by differential leveling
 GA1696.and adjusted by the National Geodetic Survey in June 1991..
 GA1696
 GA1696.The geoid height was determined by GEOID03.
 GA1696
 GA1696.The dynamic height is computed by dividing the NAVD 88
 GA1696.geopotential number by the normal gravity value computed on the
 GA1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1696.degrees latitude (g = 980.6199 gals.).
 GA1696
 GA1696.The modeled gravity was interpolated from observed gravity values.
 GA1696
 GA1696;                    North         East    Units  Estimated Accuracy
 GA1696;SPC KY1Z     - 1,061,190.    1,721,520.      MT  (+/- 180 meters Scaled)
 GA1696
 GA1696                          SUPERSEDED SURVEY CONTROL
 GA1696
 GA1696  NGVD 29 (??/??/92)  375.968  (m)         1233.49   (f) ADJ UNCH    2 0
 GA1696
 GA1696.Superseded values are not recommended for survey control.
 GA1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1696.See file dsdata.txt to determine how the superseded data were derived.
 GA1696
 GA1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA980815(NAD 83)
 GA1696_MARKER: P = PIPE CAP
 GA1696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1696_SP_SET: BUILDING
 GA1696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1696
 GA1696  HISTORY     - Date     Condition        Report By
 GA1696  HISTORY     - UNK      MONUMENTED       USGS
 GA1696  HISTORY     - 1956     POOR             NGS
 GA1696  HISTORY     - 20010514 MARK NOT FOUND   KYDT
 GA1696
 GA1696                          STATION DESCRIPTION
 GA1696
 GA1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1696'4 MI E FROM HARLAN.
 GA1696'3.95 MILES EAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 GA1696'U.S. HIGHWAY 421 AT HARLAN, THENCE NORTH 0.1 MILE ALONG ROAD
 GA1696'TO COXTON SCHOOL OVER BRIDGE AND RAILROAD TRACKS, SET IN THE
 GA1696'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE PORCH OF SOUTH
 GA1696'ENTRANCE OF COXTON SCHOOL NO. 2 (FORMERLY A THEATRE BUILDING),
 GA1696'40 FEET SOUTH OF SOUTH RAIL OF EXTREME SOUTH TRACK, ABOUT 60
 GA1696'YARDS EAST OF CROSSING OF ROAD AND TRACK AND ABOUT 3 1/2 FEET
 GA1696'ABOVE WALK.  NOTE-- THIS MARK IS SO BADLY MUTILATED THAT IT
 GA1696'WAS IMPOSSIBLE TO MAKE RUBBING OR TO STAMP ELEVATION.
 GA1696
 GA1696                          STATION RECOVERY (2001)
 GA1696
 GA1696'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1696'LOCALS CLAIM BUILDING BURNED DOWN, AREA GRADED ABOUT 20 YEARS AGO,
 GA1696'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2535 ***********************************************************************
 HZ2535  DESIGNATION -  123
 HZ2535  PID         -  HZ2535
 HZ2535  STATE/COUNTY-  KY/OWEN
 HZ2535  USGS QUAD   -  NEW LIBERTY (1987)
 HZ2535
 HZ2535                         *CURRENT SURVEY CONTROL
 HZ2535  ___________________________________________________________________
 HZ2535* NAD 83(1993)-  38 37 14.77109(N)    084 52 44.48669(W)     ADJUSTED  
 HZ2535* NAVD 88     -       274.52   (+/-2cm)     900.7    (feet)  VERTCON   
 HZ2535  ___________________________________________________________________
 HZ2535  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 HZ2535  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ2535
 HZ2535  HORZ ORDER  -  SECOND
 HZ2535  VERT ORDER  -  THIRD ? (See Below)
 HZ2535
 HZ2535.The horizontal coordinates were established by classical geodetic methods
 HZ2535.and adjusted by the National Geodetic Survey in April 1998..
 HZ2535
 HZ2535.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2535.The vertical order pertains to the NGVD 29 superseded value.
 HZ2535
 HZ2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2535
 HZ2535.The geoid height was determined by GEOID03.
 HZ2535
 HZ2535;                    North         East     Units Scale Factor Converg.
 HZ2535;SPC KY1Z     - 1,254,227.540 1,575,848.690   MT  0.99998926   +0 32 05.1
 HZ2535;SPC KY1Z     - 4,114,911.52  5,170,096.91   sFT  0.99998926   +0 32 05.1
 HZ2535;SPC KY N     -   124,590.197   445,222.541   MT  0.99996566   -0 23 28.7
 HZ2535;SPC KY N     -   408,759.67  1,460,700.95   sFT  0.99996566   -0 23 28.7
 HZ2535;UTM  16      - 4,276,828.044   684,644.777   MT  1.00001986   +1 19 27.1
 HZ2535
 HZ2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2535!SPC KY1Z     -   0.99996223  x   0.99998926  =   0.99995149
 HZ2535!SPC KY N     -   0.99996223  x   0.99996566  =   0.99992789
 HZ2535!UTM  16      -   0.99996223  x   1.00001986  =   0.99998209
 HZ2535
 HZ2535                          SUPERSEDED SURVEY CONTROL
 HZ2535
 HZ2535  NAD 83(1993)-  38 37 14.77150(N)    084 52 44.48701(W) AD(       ) 2
 HZ2535  NAD 83(1986)-  38 37 14.77369(N)    084 52 44.49612(W) AD(       ) 2
 HZ2535  NAD 27      -  38 37 14.53800(N)    084 52 44.68200(W) AD(       ) 2
 HZ2535  NGVD 29 (07/19/86)  274.70   (m)          901.2    (f) LEVELING    3  
 HZ2535
 HZ2535.Superseded values are not recommended for survey control.
 HZ2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2535.See file dsdata.txt to determine how the superseded data were derived.
 HZ2535
 HZ2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8464576828(NAD 83)
 HZ2535_MARKER: DB = BENCH MARK DISK
 HZ2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2535
 HZ2535  HISTORY     - Date     Condition        Report By
 HZ2535  HISTORY     - 1949     MONUMENTED       USGS
 HZ2535  HISTORY     - 1964     GOOD             CGS
 HZ2535
 HZ2535                          STATION DESCRIPTION
 HZ2535
 HZ2535'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (LWS)
 HZ2535'STATION IS LOCATED ABOUT 11 MILES SOUTH OF WARSAW AND 7 MILES
 HZ2535'NORTHWEST OF OWENTON, JUST SOUTH OF THE RIGHT OF WAY OF U.S. HIGHWAY
 HZ2535'227.  IT IS 22 FEET SOUTH OF CENTER OF HIGHWAY, 18 FEET WEST OF THE
 HZ2535'NORTHWEST CORNER OF A SMALL BARN AND 2 FEET NORTH OF A FENCE LINE.
 HZ2535'THE MARK IS A 6X6 INCHES CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 HZ2535'AND THE DISK IS STANDARD BM DISK STAMPED 123 JWM 1949 901 (FEET
 HZ2535'ABOVE SEA LEVEL).
 HZ2535'
 HZ2535'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BROMLEY.
 HZ2535'THE DISTANCE WAS 107.129 METERS, 351.41 FEET.
 HZ2535'
 HZ2535'A TRAVERSE CONNECTION WAS MADE FROM TRANGULATION STATION BROMLEY.
 HZ2535'THE DISTANCE WAS 107.129 METERS 351.47 FEET.
 HZ2535'
 HZ2535'TO REACH STATION FROM THE OWEN COUNTY COURTHOUSE IN OWENTON, GO NORTH
 HZ2535'AND WEST ON U.S. HIGHWAY 227 FOR 8.6 MILES TO STATION ON LEFT OR
 HZ2535'SOUTH OF HIGHWAY AS DESCRIBED.
 HZ2535
 HZ2535                          STATION RECOVERY (1964)
 HZ2535
 HZ2535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FL)
 HZ2535'LOCATED STATION AND AZIMUTH MARK.
 HZ2535'
 HZ2535'123 (USGS) BM IS 22-1/2 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 18
 HZ2535'FEET WEST OF THE NW CORNER OF A SMALL BARN, 1-1/2 FEET NORTH OF THE
 HZ2535'WEST ONE OF TWO GATE POSTS.  THE MARK PROJECTS ABOUT 3 INCHES AND
 HZ2535'THE DISK IS STAMPED 123 JWM 1949 901 (FEET ABOVE SEA LEVEL).
 HZ2535'
 HZ2535'TO REACH THE STATION FROM A CROSS-STREET, 1 BLOCK EAST OF THE OWEN
 HZ2535'COUNTY COURTHOUSE IN OWENTON, GO NORTH AND NORTHWEST ON U. S.
 HZ2535'HWYS. 227 AND 127 FOR 6.8 MILES TO THEIR JUNCTION.  TURN LEFT AND
 HZ2535'GO NORTHWEST ON HWY. 227 FOR 1.2 MILES TO A PRIVATE ROAD RIGHT.
 HZ2535'CONTINUE AHEAD ON HWY. 227 FOR 0.35 MILE TO A LARGE BRICK HOUSE ON
 HZ2535'THE RIGHT.  CONTINUE AHEAD FOR 0.1 MILE TO A FENCE CORNER ON
 HZ2535'THE LEFT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0891 ***********************************************************************
 GY0891  DESIGNATION -  1230.7
 GY0891  PID         -  GY0891
 GY0891  STATE/COUNTY-  KY/LETCHER
 GY0891  USGS QUAD   -  MAYKING (1992)
 GY0891
 GY0891                         *CURRENT SURVEY CONTROL
 GY0891  ___________________________________________________________________
 GY0891* NAD 83(1986)-  37 09 44.     (N)    082 45 18.     (W)     SCALED    
 GY0891* NAVD 88     -       374.925  (meters)    1230.07   (feet)  ADJUSTED  
 GY0891  ___________________________________________________________________
 GY0891  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GY0891  DYNAMIC HT  -         374.610 (meters)    1229.03  (feet)  COMP
 GY0891  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 GY0891
 GY0891  VERT ORDER  -  FIRST     CLASS II
 GY0891
 GY0891.The horizontal coordinates were scaled from a topographic map and have
 GY0891.an estimated accuracy of +/- 6 seconds.
 GY0891
 GY0891.The orthometric height was determined by differential leveling
 GY0891.and adjusted by the National Geodetic Survey in June 1991..
 GY0891
 GY0891.The geoid height was determined by GEOID03.
 GY0891
 GY0891.The dynamic height is computed by dividing the NAVD 88
 GY0891.geopotential number by the normal gravity value computed on the
 GY0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0891.degrees latitude (g = 980.6199 gals.).
 GY0891
 GY0891.The modeled gravity was interpolated from observed gravity values.
 GY0891
 GY0891;                    North         East    Units  Estimated Accuracy
 GY0891;SPC KY1Z     - 1,096,260.    1,765,970.      MT  (+/- 180 meters Scaled)
 GY0891
 GY0891                          SUPERSEDED SURVEY CONTROL
 GY0891
 GY0891  NGVD 29 (??/??/92)  375.083  (m)         1230.58   (f) ADJ UNCH    1 2
 GY0891
 GY0891.Superseded values are not recommended for survey control.
 GY0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0891.See file dsdata.txt to determine how the superseded data were derived.
 GY0891
 GY0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB441143(NAD 83)
 GY0891_MARKER: Z = SEE DESCRIPTION
 GY0891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0891_SP_SET: BRIDGE
 GY0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0891
 GY0891  HISTORY     - Date     Condition        Report By
 GY0891  HISTORY     - UNK      MONUMENTED       USGS
 GY0891  HISTORY     - 1953     GOOD             NGS
 GY0891  HISTORY     - 1967     MARK NOT FOUND   USGS
 GY0891
 GY0891                          STATION DESCRIPTION
 GY0891
 GY0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GY0891'0.5 MI SW FROM MILLSTONE.
 GY0891'0.5 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY0891'FROM THE CROSSING OF STATE HIGHWAY 113 AT MILLSTONE, ABOUT 3.0
 GY0891'MILES NORTHEAST OF STATION AT MAYKING, ABOUT 100 YARDS NORTHEAST
 GY0891'OF A ROAD CROSSING AND MILE POST 292, A 1-INCH OUTLINED SQUARE IN
 GY0891'THE TOP OF THE NORTHWEST END OF THE NORTHEAST STONE MASONRY
 GY0891'ABUTMENT OF RAILROAD BRIDGE NO. 133 OVER NORTH FORK OF KENTUCKY
 GY0891'RIVER, 8 FEET NORTHWEST OF NORTHWEST RAIL AND ABOUT 2 FEET BELOW
 GY0891'THE TOP OF RAIL.
 GY0891
 GY0891                          STATION RECOVERY (1967)
 GY0891
 GY0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GY0891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0897 ***********************************************************************
 GY0897  DESIGNATION -  1246.6
 GY0897  PID         -  GY0897
 GY0897  STATE/COUNTY-  KY/LETCHER
 GY0897  USGS QUAD   -  JENKINS WEST (1992)
 GY0897
 GY0897                         *CURRENT SURVEY CONTROL
 GY0897  ___________________________________________________________________
 GY0897* NAD 83(1986)-  37 09 45.     (N)    082 44 36.     (W)     SCALED    
 GY0897* NAVD 88     -       379.791  (meters)    1246.03   (feet)  ADJUSTED  
 GY0897  ___________________________________________________________________
 GY0897  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GY0897  DYNAMIC HT  -         379.470 (meters)    1244.98  (feet)  COMP
 GY0897  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 GY0897
 GY0897  VERT ORDER  -  FIRST     CLASS I
 GY0897
 GY0897.The horizontal coordinates were scaled from a topographic map and have
 GY0897.an estimated accuracy of +/- 6 seconds.
 GY0897
 GY0897.The orthometric height was determined by differential leveling
 GY0897.and adjusted by the National Geodetic Survey in June 1991..
 GY0897
 GY0897.The geoid height was determined by GEOID03.
 GY0897
 GY0897.The dynamic height is computed by dividing the NAVD 88
 GY0897.geopotential number by the normal gravity value computed on the
 GY0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0897.degrees latitude (g = 980.6199 gals.).
 GY0897
 GY0897.The modeled gravity was interpolated from observed gravity values.
 GY0897
 GY0897;                    North         East    Units  Estimated Accuracy
 GY0897;SPC KY1Z     - 1,096,330.    1,767,010.      MT  (+/- 180 meters Scaled)
 GY0897
 GY0897                          SUPERSEDED SURVEY CONTROL
 GY0897
 GY0897  NGVD 29 (??/??/92)  379.948  (m)         1246.55   (f) ADJ UNCH    1 1
 GY0897
 GY0897.Superseded values are not recommended for survey control.
 GY0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0897.See file dsdata.txt to determine how the superseded data were derived.
 GY0897
 GY0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB452143(NAD 83)
 GY0897_MARKER: Q = CHISELED SQUARE
 GY0897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0897_SP_SET: ABUTMENT
 GY0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0897
 GY0897  HISTORY     - Date     Condition        Report By
 GY0897  HISTORY     - UNK      MONUMENTED       USGS
 GY0897  HISTORY     - 1967     GOOD             NGS
 GY0897
 GY0897                          STATION DESCRIPTION
 GY0897
 GY0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0897'9.2 MI NE FROM WHITESBURG.
 GY0897'ABOUT 9.15 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY0897'RAILROAD FROM THE STATION AT WHITESBURG, 5 POLES SOUTH OF MILEPOST
 GY0897'293, 7 1/2 FEET WEST OF THE WEST RAIL OF THE TRACK, A 1-INCH
 GY0897'CHISELED SQUARE ON THE TOP OF THE WEST END OF THE SOUTH STONE
 GY0897'ABUTMENT OF RAILROAD BRIDGE NUMBER 136 OVER THE NORTH FORK
 GY0897'KENTUCKY RIVER, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1573 ***********************************************************************
 GA1573  DESIGNATION -  1269
 GA1573  PID         -  GA1573
 GA1573  STATE/COUNTY-  KY/HARLAN
 GA1573  USGS QUAD   -  EVARTS (1954)
 GA1573
 GA1573                         *CURRENT SURVEY CONTROL
 GA1573  ___________________________________________________________________
 GA1573* NAD 83(1986)-  36 47 03.     (N)    083 14 08.     (W)     SCALED    
 GA1573* NAVD 88     -       386.595  (meters)    1268.35   (feet)  ADJUSTED  
 GA1573  ___________________________________________________________________
 GA1573  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA1573  DYNAMIC HT  -         386.258 (meters)    1267.25  (feet)  COMP
 GA1573  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 GA1573
 GA1573  VERT ORDER  -  SECOND    CLASS 0
 GA1573
 GA1573.The horizontal coordinates were scaled from a topographic map and have
 GA1573.an estimated accuracy of +/- 6 seconds.
 GA1573
 GA1573.The orthometric height was determined by differential leveling
 GA1573.and adjusted by the National Geodetic Survey in June 1991..
 GA1573
 GA1573.The geoid height was determined by GEOID03.
 GA1573
 GA1573.The dynamic height is computed by dividing the NAVD 88
 GA1573.geopotential number by the normal gravity value computed on the
 GA1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1573.degrees latitude (g = 980.6199 gals.).
 GA1573
 GA1573.The modeled gravity was interpolated from observed gravity values.
 GA1573
 GA1573;                    North         East    Units  Estimated Accuracy
 GA1573;SPC KY1Z     - 1,053,060.    1,724,440.      MT  (+/- 180 meters Scaled)
 GA1573
 GA1573                          SUPERSEDED SURVEY CONTROL
 GA1573
 GA1573  NGVD 29 (??/??/92)  386.733  (m)         1268.81   (f) ADJ UNCH    2 0
 GA1573
 GA1573.Superseded values are not recommended for survey control.
 GA1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1573.See file dsdata.txt to determine how the superseded data were derived.
 GA1573
 GA1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA005732(NAD 83)
 GA1573_MARKER: DD = SURVEY DISK
 GA1573_SETTING: 66 = SET IN ROCK OUTCROP
 GA1573_SP_SET: ROCK CUT
 GA1573_STAMPING: 1269 KY 1916 1268.807
 GA1573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1573+STABILITY: POSITION/ELEVATION WELL
 GA1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1573+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 GA1573
 GA1573  HISTORY     - Date     Condition        Report By
 GA1573  HISTORY     - 1916     MONUMENTED       USGS
 GA1573  HISTORY     - 1953     GOOD             NGS
 GA1573  HISTORY     - 1956     GOOD             NGS
 GA1573  HISTORY     - 20010515 GOOD             KYDT
 GA1573
 GA1573                          STATION DESCRIPTION
 GA1573
 GA1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GA1573'AT CAWOOD.
 GA1573'AT CAWOOD, ABOUT 0.1 MILE WEST ALONG U.S. HIGHWAY 421 FROM THE
 GA1573'JUNCTION OF STATE HIGHWAY 217 LEADING SOUTH, ABOUT 128 YARDS
 GA1573'EAST OF EAST END OF LOUISVILLE AND NASHVILLE RAILROAD BRIDGE
 GA1573'OVER MARTINS FORK OF CUMBERLAND RIVER, ABOUT 140 YARDS WEST
 GA1573'OF THE POST OFFICE AT CAWOOD, SET VERTICALLY ABOUT 7 FEET
 GA1573'ABOVE GROUND IN THE SOUTH FACE OF A LAYERED ROCK CUT, 17 FEET
 GA1573'NORTH OF CENTER LINE OF HIGHWAY, 47 FEET NORTH OF NORTH RAIL
 GA1573'OF L. AND N. RR, 137 FEET EAST AND ACROSS HIGHWAY FROM THE
 GA1573'CENTER OF A CONCRETE MONUMENT WITH PLAQUE FIRST GIRL BORN IN
 GA1573'HARLAN COUNTY NANCY TURNER CAWOOD, AND ABOUT 7 FEET ABOVE
 GA1573'LEVEL OF HIGHWAY.
 GA1573
 GA1573                          STATION RECOVERY (1956)
 GA1573
 GA1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1573'RECOVERED IN GOOD CONDITION.
 GA1573
 GA1573                          STATION RECOVERY (2001)
 GA1573
 GA1573'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1979 ***********************************************************************
 HZ1979  DESIGNATION -  128 RHP
 HZ1979  PID         -  HZ1979
 HZ1979  STATE/COUNTY-  KY/SCOTT
 HZ1979  USGS QUAD   -  DELAPLAIN (1993)
 HZ1979
 HZ1979                         *CURRENT SURVEY CONTROL
 HZ1979  ___________________________________________________________________
 HZ1979* NAD 83(1986)-  38 18 52.     (N)    084 33 45.     (W)     SCALED    
 HZ1979* NAVD 88     -       280.572  (meters)     920.51   (feet)  ADJUSTED  
 HZ1979  ___________________________________________________________________
 HZ1979  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ1979  DYNAMIC HT  -         280.371 (meters)     919.85  (feet)  COMP
 HZ1979  MODELED GRAV-     979,907.2   (mgal)                       NAVD 88
 HZ1979
 HZ1979  VERT ORDER  -  FIRST     CLASS II
 HZ1979
 HZ1979.The horizontal coordinates were scaled from a topographic map and have
 HZ1979.an estimated accuracy of +/- 6 seconds.
 HZ1979
 HZ1979.The orthometric height was determined by differential leveling
 HZ1979.and adjusted by the National Geodetic Survey in June 1991..
 HZ1979
 HZ1979.The geoid height was determined by GEOID03.
 HZ1979
 HZ1979.The dynamic height is computed by dividing the NAVD 88
 HZ1979.geopotential number by the normal gravity value computed on the
 HZ1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1979.degrees latitude (g = 980.6199 gals.).
 HZ1979
 HZ1979.The modeled gravity was interpolated from observed gravity values.
 HZ1979
 HZ1979;                    North         East    Units  Estimated Accuracy
 HZ1979;SPC KY1Z     - 1,220,530.    1,603,840.      MT  (+/- 180 meters Scaled)
 HZ1979
 HZ1979                          SUPERSEDED SURVEY CONTROL
 HZ1979
 HZ1979.No superseded survey control is available for this station.
 HZ1979
 HZ1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH131435(NAD 83)
 HZ1979_MARKER: DD = SURVEY DISK
 HZ1979_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1979_SP_SET: WING WALL OF CULVERT
 HZ1979_STAMPING: 128 RHP 1952 921
 HZ1979_MARK LOGO: USGS  
 HZ1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1979+STABILITY: SURFACE MOTION
 HZ1979
 HZ1979  HISTORY     - Date     Condition        Report By
 HZ1979  HISTORY     - 1952     MONUMENTED       USGS
 HZ1979  HISTORY     - 1986     GOOD             NGS
 HZ1979
 HZ1979                          STATION DESCRIPTION
 HZ1979
 HZ1979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ1979'12.1 KM (7.5 MI) NORTH FROM GEORGETOWN.
 HZ1979'12.1 KM (7.5 MI) NORTH ALONG U.S. HIGHWAY 25 FROM THE COURTHOUSE IN
 HZ1979'GEORGETOWN TO THE MARK ON THE RIGHT, IN THE SOUTHEAST END OF A BOX
 HZ1979'CULVERT, 4.3 METERS (14.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 HZ1979'THE MARK IS 0.45 METERS  N FROM  A WITNESS POST
 HZ1979'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1475 ***********************************************************************
 GA1475  DESIGNATION -  1289
 GA1475  PID         -  GA1475
 GA1475  STATE/COUNTY-  KY/HARLAN
 GA1475  USGS QUAD   -  NOLANSBURG (1978)
 GA1475
 GA1475                         *CURRENT SURVEY CONTROL
 GA1475  ___________________________________________________________________
 GA1475* NAD 83(1986)-  36 55 40.     (N)    083 09 44.     (W)     SCALED    
 GA1475* NAVD 88     -       392.991  (meters)    1289.34   (feet)  ADJUSTED  
 GA1475  ___________________________________________________________________
 GA1475  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA1475  DYNAMIC HT  -         392.644 (meters)    1288.20  (feet)  COMP
 GA1475  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 GA1475
 GA1475  VERT ORDER  -  SECOND    CLASS 0
 GA1475
 GA1475.The horizontal coordinates were scaled from a topographic map and have
 GA1475.an estimated accuracy of +/- 6 seconds.
 GA1475
 GA1475.The orthometric height was determined by differential leveling
 GA1475.and adjusted by the National Geodetic Survey in June 1991..
 GA1475
 GA1475.The geoid height was determined by GEOID03.
 GA1475
 GA1475.The dynamic height is computed by dividing the NAVD 88
 GA1475.geopotential number by the normal gravity value computed on the
 GA1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1475.degrees latitude (g = 980.6199 gals.).
 GA1475
 GA1475.The modeled gravity was interpolated from observed gravity values.
 GA1475
 GA1475;                    North         East    Units  Estimated Accuracy
 GA1475;SPC KY1Z     - 1,069,170.    1,730,540.      MT  (+/- 180 meters Scaled)
 GA1475
 GA1475                          SUPERSEDED SURVEY CONTROL
 GA1475
 GA1475  NGVD 29 (??/??/92)  393.120  (m)         1289.76   (f) ADJ UNCH    2 0
 GA1475
 GA1475.Superseded values are not recommended for survey control.
 GA1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1475.See file dsdata.txt to determine how the superseded data were derived.
 GA1475
 GA1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA074890(NAD 83)
 GA1475_MARKER: DD = SURVEY DISK
 GA1475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1475_SP_SET: CULVERT
 GA1475_STAMPING: KY 1289.761
 GA1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1475
 GA1475  HISTORY     - Date     Condition        Report By
 GA1475  HISTORY     - UNK      MONUMENTED       USGS
 GA1475  HISTORY     - 1956     POOR             NGS
 GA1475
 GA1475                          STATION DESCRIPTION
 GA1475
 GA1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1475'AT NOLANSBURG.
 GA1475'AT NOLANSBURG, HARLAN COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GA1475'RAILROAD, 3-1/2 RAILS EAST OF THE STATION SIGN, ONE RAIL WEST
 GA1475'OF A FENCE AND A CATTLE GUARD, AT A CONCRETE BOX CULVERT, IN
 GA1475'THE TOP OF THE SOUTH CONCRETE HEADWALL, AND 10 FEET SOUTH OF THE
 GA1475'CENTERLINE OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 GA1475'STANDARD DISK, STAMPED 1289.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1977 ***********************************************************************
 HZ1977  DESIGNATION -  129 RHP
 HZ1977  PID         -  HZ1977
 HZ1977  STATE/COUNTY-  KY/SCOTT
 HZ1977  USGS QUAD   -  DELAPLAIN (1993)
 HZ1977
 HZ1977                         *CURRENT SURVEY CONTROL
 HZ1977  ___________________________________________________________________
 HZ1977* NAD 83(1986)-  38 20 53.     (N)    084 34 12.     (W)     SCALED    
 HZ1977* NAVD 88     -       260.607  (meters)     855.01   (feet)  ADJUSTED  
 HZ1977  ___________________________________________________________________
 HZ1977  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HZ1977  DYNAMIC HT  -         260.422 (meters)     854.40  (feet)  COMP
 HZ1977  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 HZ1977
 HZ1977  VERT ORDER  -  FIRST     CLASS II
 HZ1977
 HZ1977.The horizontal coordinates were scaled from a topographic map and have
 HZ1977.an estimated accuracy of +/- 6 seconds.
 HZ1977
 HZ1977.The orthometric height was determined by differential leveling
 HZ1977.and adjusted by the National Geodetic Survey in June 1991..
 HZ1977
 HZ1977.The geoid height was determined by GEOID03.
 HZ1977
 HZ1977.The dynamic height is computed by dividing the NAVD 88
 HZ1977.geopotential number by the normal gravity value computed on the
 HZ1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1977.degrees latitude (g = 980.6199 gals.).
 HZ1977
 HZ1977.The modeled gravity was interpolated from observed gravity values.
 HZ1977
 HZ1977;                    North         East    Units  Estimated Accuracy
 HZ1977;SPC KY1Z     - 1,224,250.    1,603,140.      MT  (+/- 180 meters Scaled)
 HZ1977
 HZ1977                          SUPERSEDED SURVEY CONTROL
 HZ1977
 HZ1977.No superseded survey control is available for this station.
 HZ1977
 HZ1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH123472(NAD 83)
 HZ1977_MARKER: DD = SURVEY DISK
 HZ1977_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1977_SP_SET: WING WALL OF BRIDGE
 HZ1977_STAMPING: 129 RHP 1952 855
 HZ1977_MARK LOGO: USGS  
 HZ1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1977+STABILITY: SURFACE MOTION
 HZ1977
 HZ1977  HISTORY     - Date     Condition        Report By
 HZ1977  HISTORY     - 1952     MONUMENTED       USGS
 HZ1977  HISTORY     - 1986     GOOD             NGS
 HZ1977
 HZ1977                          STATION DESCRIPTION
 HZ1977
 HZ1977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ1977'16.3 KM (10.1 MI) NORTH FROM GEORGETOWN.
 HZ1977'16.3 KM (10.15 MI) NORTH ALONG U.S. HIGHWAY 25 FROM THE COURTHOUSE IN
 HZ1977'GEORGETOWN TO THE MARK ON THE LEFT, IN THE NORTHEAST WING WALL OF THE
 HZ1977'BRIDGE OVER LITTLE EAGLE CREEK, 3.6 METERS (12.0 FT) NORTHWEST OF THE
 HZ1977'CENTERLINE OF THE HIGHWAY.
 HZ1977'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0354 ***********************************************************************
 HA0354  DESIGNATION -  13
 HA0354  PID         -  HA0354
 HA0354  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0354  USGS QUAD   -  GLEN DEAN (1993)
 HA0354
 HA0354                         *CURRENT SURVEY CONTROL
 HA0354  ___________________________________________________________________
 HA0354* NAD 83(1993)-  37 42 26.03834(N)    086 31 04.50590(W)     ADJUSTED  
 HA0354* NAVD 88     -       205.839  (meters)     675.32   (feet)  POSTED    
 HA0354  ___________________________________________________________________
 HA0354  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 HA0354  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HA0354  DYNAMIC HT  -         205.690 (meters)     674.83  (feet)  COMP
 HA0354  MODELED GRAV-     979,904.1   (mgal)                       NAVD 88
 HA0354
 HA0354  HORZ ORDER  -  SECOND
 HA0354  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 HA0354
 HA0354.The horizontal coordinates were established by classical geodetic methods
 HA0354.and adjusted by the National Geodetic Survey in December 1995..
 HA0354
 HA0354.The orthometric height was determined by differential leveling
 HA0354.and adjusted by the National Geodetic Survey in 1992..
 HA0354.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 HA0354.rate greater than 8.0 mm/km.
 HA0354
 HA0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0354
 HA0354.The geoid height was determined by GEOID03.
 HA0354
 HA0354.The dynamic height is computed by dividing the NAVD 88
 HA0354.geopotential number by the normal gravity value computed on the
 HA0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0354.degrees latitude (g = 980.6199 gals.).
 HA0354
 HA0354.The modeled gravity was interpolated from observed gravity values.
 HA0354
 HA0354;                    North         East     Units Scale Factor Converg.
 HA0354;SPC KY1Z     - 1,152,757.241 1,432,291.495   MT  0.99990928   -0 28 17.3
 HA0354;SPC KY1Z     - 3,782,004.38  4,699,109.68   sFT  0.99990928   -0 28 17.3
 HA0354;SPC KY S     -   652,745.439   432,287.598   MT  0.99996655   -0 27 56.6
 HA0354;SPC KY S     - 2,141,548.99  1,418,263.56   sFT  0.99996655   -0 27 56.6
 HA0354;UTM  16      - 4,173,442.049   542,493.324   MT  0.99962224   +0 17 41.5
 HA0354
 HA0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0354!SPC KY1Z     -   0.99997267  x   0.99990928  =   0.99988195
 HA0354!SPC KY S     -   0.99997267  x   0.99996655  =   0.99993922
 HA0354!UTM  16      -   0.99997267  x   0.99962224  =   0.99959492
 HA0354
 HA0354                          SUPERSEDED SURVEY CONTROL
 HA0354
 HA0354  NAD 83(1986)-  37 42 26.04654(N)    086 31 04.51204(W) AD(       ) 2
 HA0354  NAD 27      -  37 42 25.84300(N)    086 31 04.58300(W) AD(       ) 2
 HA0354  NGVD 29 (??/??/92)  205.973  (m)          675.76   (f) ADJ UNCH    2 0
 HA0354
 HA0354.Superseded values are not recommended for survey control.
 HA0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0354.See file dsdata.txt to determine how the superseded data were derived.
 HA0354
 HA0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4249373442(NAD 83)
 HA0354_MARKER: DD = SURVEY DISK
 HA0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0354_STAMPING: 13 D 1928
 HA0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0354+STABILITY: SURFACE MOTION
 HA0354
 HA0354  HISTORY     - Date     Condition        Report By
 HA0354  HISTORY     - 1950     MONUMENTED       USGS
 HA0354  HISTORY     - 1935     GOOD             NGS
 HA0354
 HA0354                          STATION DESCRIPTION
 HA0354
 HA0354'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (LWS)
 HA0354'STATION IS LOCATED IN THE CENTER OF MC QUADY.  IT IS 38 FEET SOUTH OF
 HA0354'THE CENTER OF THE ROAD, 36 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 HA0354'OF A HOUSE AND 25 FEET EAST OF A NORTH-SOUTH ROAD.  THE MARK IS A 6X6
 HA0354'INCH CONCRETE POST, FLUSH WITH THE GROUND, WITH A STANDARD USGS
 HA0354'BENCH MARK DISK STAMPED TT STA NO 13 D 1928 IN THE CENTER OF THE TOP.
 HA0354'THIS STATION WAS LOCATED BY A SHORT BASE USING TRIANGULATION STATION
 HA0354'MC QUADY.
 HA0354'
 HA0354'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 261 AND U.S.
 HA0354'HIGHWAY 60 IN HARDINSBURG, GO SOUTH ON HIGHWAY 261 FOR 6.8 MILES
 HA0354'TO A CROSS ROAD IN MC QUADY, TURN LEFT AND GO 0.1 MILE TO A T-ROAD
 HA0354'RIGHT AND STATION AS DESCRIBED.
 HA0354
 HA0354                          STATION RECOVERY (1935)
 HA0354
 HA0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HA0354'AT MC QUADY.
 HA0354'AT MC QUADY, BRECKINRIDGE COUNTY, ON THE ABANDONED LOUISVILLE
 HA0354'AND NASHVILLE RAILROAD, 37 FEET SOUTH OF THE SOUTH CORNER OF THE
 HA0354'L.C. BATES HOUSE IN 1935, 28 FEET NORTH OF THE CENTER OF A ROAD
 HA0354'CROSSING, 23 FEET NORTHWEST OF THE ROADBED, AND ABOUT 2-1/2
 HA0354'FEET LOWER THAN THE ROADBED.  A UNITED STATES GEOLOGICAL SURVEY
 HA0354'STANDARD DISK, STAMPED 13 D 1928 AND SET IN THE TOP OF A CONCRETE
 HA0354'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2497 ***********************************************************************
 GC2497  DESIGNATION -  13 JWM
 GC2497  PID         -  GC2497
 GC2497  STATE/COUNTY-  KY/CHRISTIAN
 GC2497  USGS QUAD   -  HONEY GROVE (1982)
 GC2497
 GC2497                         *CURRENT SURVEY CONTROL
 GC2497  ___________________________________________________________________
 GC2497* NAD 83(1993)-  36 53 22.37103(N)    087 18 34.55175(W)     ADJUSTED  
 GC2497* NAVD 88     -       219.29   (+/-2cm)     719.5    (feet)  VERTCON   
 GC2497  ___________________________________________________________________
 GC2497  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 GC2497  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC2497
 GC2497  HORZ ORDER  -  SECOND
 GC2497  VERT ORDER  -  THIRD ? (See Below)
 GC2497
 GC2497.The horizontal coordinates were established by classical geodetic methods
 GC2497.and adjusted by the National Geodetic Survey in December 1995..
 GC2497
 GC2497.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2497.The vertical order pertains to the NGVD 29 superseded value.
 GC2497
 GC2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2497
 GC2497.The geoid height was determined by GEOID03.
 GC2497
 GC2497;                    North         East     Units Scale Factor Converg.
 GC2497;SPC KY1Z     - 1,062,894.278 1,360,976.301   MT  1.00005200   -0 57 27.1
 GC2497;SPC KY1Z     - 3,487,178.98  4,465,136.41   sFT  1.00005200   -0 57 27.1
 GC2497;SPC KY S     -   562,872.479   360,986.805   MT  0.99997532   -0 56 45.0
 GC2497;SPC KY S     - 1,846,690.79  1,184,337.54   sFT  0.99997532   -0 56 45.0
 GC2497;UTM  16      - 4,082,664.371   472,413.382   MT  0.99960938   -0 11 09.0
 GC2497
 GC2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2497!SPC KY1Z     -   0.99997024  x   1.00005200  =   1.00002223
 GC2497!SPC KY S     -   0.99997024  x   0.99997532  =   0.99994556
 GC2497!UTM  16      -   0.99997024  x   0.99960938  =   0.99957963
 GC2497
 GC2497                          SUPERSEDED SURVEY CONTROL
 GC2497
 GC2497  NAD 83(1986)-  36 53 22.38103(N)    087 18 34.55569(W) AD(       ) 2
 GC2497  NAD 27      -  36 53 22.23800(N)    087 18 34.54600(W) AD(       ) 2
 GC2497  NGVD 29 (07/19/86)  219.36   (m)          719.7    (f) LEVELING    3  
 GC2497
 GC2497.Superseded values are not recommended for survey control.
 GC2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2497.See file dsdata.txt to determine how the superseded data were derived.
 GC2497
 GC2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7241382664(NAD 83)
 GC2497_MARKER: DB = BENCH MARK DISK
 GC2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2497_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2497_STAMPING: 13 JWM 1949 TTS 719 (FEET ELEVATION)
 GC2497_MARK LOGO: USGS  
 GC2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2497+STABILITY: SURFACE MOTION
 GC2497
 GC2497  HISTORY     - Date     Condition        Report By
 GC2497  HISTORY     - 1952     MONUMENTED       USGS
 GC2497
 GC2497                          STATION DESCRIPTION
 GC2497
 GC2497'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LWS)
 GC2497'STATION IS LOCATED AT A GRAVEL CROSSROAD ABOUT 10 MILES EAST OF
 GC2497'HOPKINSVILLE, 3-1/2 MILES WEST OF FAIRVIEW AND ABOUT 400 FEET SOUTH
 GC2497'OF THE HONEY GROVE PUBLIC SCHOOL.  IT IS 52 FEET EAST OF THE
 GC2497'CROSSROAD, 20 FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD AND 8
 GC2497'FEET EAST OF A TELEPHONE POLE.  THE MARK IS AN 8X8 INCH CONCRETE POST
 GC2497'WHICH PROJECTS ABOUT 4 INCHES WITH A U.S. GEOLOGICAL SURVEY BENCH
 GC2497'MARK DISK IN THE TOP
 GC2497'STAMPED---13 JWM 1949 TTS 719 (FEET ELEVATION)---.
 GC2497'
 GC2497'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HONEY
 GC2497'GROVE.  THE DISTANCE WAS 140.770 METERS (461.84 FEET).
 GC2497'
 GC2497'TO REACH THE STATION FROM FAIRVIEW, JUST OPPOSITE THE JEFFERSON DAVIS
 GC2497'MEMORIAL PARK, GO NORTH ON A GRAVEL ROAD FOR 3.3 MILES TO A T-ROAD
 GC2497'INTERSECTION.  TURN LEFT AND GO 1.7 MILES TO A CROSSROAD AND THE MARK
 GC2497'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1943 ***********************************************************************
 GB1943  DESIGNATION -  13 M
 GB1943  PID         -  GB1943
 GB1943  STATE/COUNTY-  KY/MONROE
 GB1943  USGS QUAD   -  FREEDOM (1982)
 GB1943
 GB1943                         *CURRENT SURVEY CONTROL
 GB1943  ___________________________________________________________________
 GB1943* NAD 83(1986)-  36 45 10.     (N)    085 46 48.     (W)     SCALED    
 GB1943* NAVD 88     -       301.605  (meters)     989.52   (feet)  ADJUSTED  
 GB1943  ___________________________________________________________________
 GB1943  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GB1943  DYNAMIC HT  -         301.353 (meters)     988.69  (feet)  COMP
 GB1943  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 GB1943
 GB1943  VERT ORDER  -  SECOND    CLASS 0
 GB1943
 GB1943.The horizontal coordinates were scaled from a topographic map and have
 GB1943.an estimated accuracy of +/- 6 seconds.
 GB1943
 GB1943.The orthometric height was determined by differential leveling
 GB1943.and adjusted by the National Geodetic Survey in June 1991..
 GB1943
 GB1943.The geoid height was determined by GEOID03.
 GB1943
 GB1943.The dynamic height is computed by dividing the NAVD 88
 GB1943.geopotential number by the normal gravity value computed on the
 GB1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1943.degrees latitude (g = 980.6199 gals.).
 GB1943
 GB1943.The modeled gravity was interpolated from observed gravity values.
 GB1943
 GB1943;                    North         East    Units  Estimated Accuracy
 GB1943;SPC KY1Z     - 1,046,550.    1,497,320.      MT  (+/- 180 meters Scaled)
 GB1943
 GB1943                          SUPERSEDED SURVEY CONTROL
 GB1943
 GB1943  NGVD 29 (??/??/92)  301.734  (m)          989.94   (f) ADJ UNCH    2 0
 GB1943
 GB1943.Superseded values are not recommended for survey control.
 GB1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1943.See file dsdata.txt to determine how the superseded data were derived.
 GB1943
 GB1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF089681(NAD 83)
 GB1943_MARKER: DD = SURVEY DISK
 GB1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1943_STAMPING: 13 M 1928
 GB1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1943+STABILITY: SURFACE MOTION
 GB1943
 GB1943  HISTORY     - Date     Condition        Report By
 GB1943  HISTORY     - 1928     MONUMENTED       USGS
 GB1943  HISTORY     - 1935     GOOD             NGS
 GB1943
 GB1943                          STATION DESCRIPTION
 GB1943
 GB1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1943'AT MUD LICK.
 GB1943'AT MUD LICK, MONROE COUNTY, ON STATE HIGHWAY 63, 70 YARDS SOUTH
 GB1943'OF THE J.F. LANE AND SONS GENERAL STORE, 25 FEET WEST OF THE
 GB1943'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A
 GB1943'UNITED STATES SURVEY STANDARD DISK, STAMPED 13 M 1928 AND SET
 GB1943'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1402 ***********************************************************************
 GZ1402  DESIGNATION -  13 RC
 GZ1402  PID         -  GZ1402
 GZ1402  STATE/COUNTY-  KY/CASEY
 GZ1402  USGS QUAD   -  GRAVEL SWITCH (1953)
 GZ1402
 GZ1402                         *CURRENT SURVEY CONTROL
 GZ1402  ___________________________________________________________________
 GZ1402* NAD 83(1986)-  37 32 45.     (N)    085 01 24.     (W)     SCALED    
 GZ1402* NAVD 88     -       235.083  (meters)     771.27   (feet)  ADJUSTED  
 GZ1402  ___________________________________________________________________
 GZ1402  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GZ1402  DYNAMIC HT  -         234.900 (meters)     770.67  (feet)  COMP
 GZ1402  MODELED GRAV-     979,847.2   (mgal)                       NAVD 88
 GZ1402
 GZ1402  VERT ORDER  -  SECOND    CLASS 0
 GZ1402
 GZ1402.The horizontal coordinates were scaled from a topographic map and have
 GZ1402.an estimated accuracy of +/- 6 seconds.
 GZ1402
 GZ1402.The orthometric height was determined by differential leveling
 GZ1402.and adjusted by the National Geodetic Survey in June 1991..
 GZ1402
 GZ1402.The geoid height was determined by GEOID03.
 GZ1402
 GZ1402.The dynamic height is computed by dividing the NAVD 88
 GZ1402.geopotential number by the normal gravity value computed on the
 GZ1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1402.degrees latitude (g = 980.6199 gals.).
 GZ1402
 GZ1402.The modeled gravity was interpolated from observed gravity values.
 GZ1402
 GZ1402;                    North         East    Units  Estimated Accuracy
 GZ1402;SPC KY1Z     - 1,134,820.    1,564,210.      MT  (+/- 180 meters Scaled)
 GZ1402
 GZ1402                          SUPERSEDED SURVEY CONTROL
 GZ1402
 GZ1402  NGVD 29 (??/??/92)  235.226  (m)          771.74   (f) ADJ UNCH    2 0
 GZ1402
 GZ1402.Superseded values are not recommended for survey control.
 GZ1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1402.See file dsdata.txt to determine how the superseded data were derived.
 GZ1402
 GZ1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG746572(NAD 83)
 GZ1402_MARKER: DD = SURVEY DISK
 GZ1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1402_STAMPING: 13 RC 772 1950 771.737
 GZ1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1402+STABILITY: SURFACE MOTION
 GZ1402
 GZ1402  HISTORY     - Date     Condition        Report By
 GZ1402  HISTORY     - 1950     MONUMENTED       USGS
 GZ1402  HISTORY     - 1951     GOOD             NGS
 GZ1402  HISTORY     - 1958     GOOD             NGS
 GZ1402  HISTORY     - 1983     POOR             KYDT
 GZ1402
 GZ1402                          STATION DESCRIPTION
 GZ1402
 GZ1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1402'3.4 MI SE FROM GRAVEL SWITCH.
 GZ1402'ABOUT 0.6 MILES SOUTH THENCE ABOUT 2.8 MILES SOUTHEAST ALONG
 GZ1402'STATE HIGHWAY 243 FROM THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ1402'STATION AT GRAVEL SWITCH, ABOUT 0.3 MILE SOUTH OF A STEEL BRIDGE
 GZ1402'OVER NORTH ROLLING FORK AND CONFLUENCE OF NORTH ROLLING FORK AND
 GZ1402'LITTLE SOUTH FORK CREEK AND CASEY-BOYLE COUNTY LINE, 21 FEET EAST
 GZ1402'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF A FENCE LINE, 41
 GZ1402'FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 39 FEET SOUTH OF
 GZ1402'THE CENTER LINE OF DRIVE TO BARN YARD, ABOUT 115 YARDS SOUTH
 GZ1402'OF A 1 1/2-STORY FARM HOUSE, 2 FEET NORTH OF A WHITE WOODEN
 GZ1402'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE
 GZ1402'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GZ1402
 GZ1402                          STATION RECOVERY (1958)
 GZ1402
 GZ1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1402'RECOVERED IN GOOD CONDITION.
 GZ1402
 GZ1402                          STATION RECOVERY (1983)
 GZ1402
 GZ1402'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1402'LEANING USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1225 ***********************************************************************
 GB1225  DESIGNATION -  13 RESET 1948
 GB1225  PID         -  GB1225
 GB1225  STATE/COUNTY-  KY/PULASKI
 GB1225  USGS QUAD   -  BURNSIDE (1982)
 GB1225
 GB1225                         *CURRENT SURVEY CONTROL
 GB1225  ___________________________________________________________________
 GB1225* NAD 83(1986)-  36 59 09.     (N)    084 35 55.     (W)     SCALED    
 GB1225* NAVD 88     -       250.414  (meters)     821.57   (feet)  ADJUSTED  
 GB1225  ___________________________________________________________________
 GB1225  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 GB1225  DYNAMIC HT  -         250.221 (meters)     820.93  (feet)  COMP
 GB1225  MODELED GRAV-     979,852.0   (mgal)                       NAVD 88
 GB1225
 GB1225  VERT ORDER  -  FIRST     CLASS I
 GB1225
 GB1225.The horizontal coordinates were scaled from a topographic map and have
 GB1225.an estimated accuracy of +/- 6 seconds.
 GB1225
 GB1225.The orthometric height was determined by differential leveling
 GB1225.and adjusted by the National Geodetic Survey in June 1991..
 GB1225
 GB1225.The geoid height was determined by GEOID03.
 GB1225
 GB1225.The dynamic height is computed by dividing the NAVD 88
 GB1225.geopotential number by the normal gravity value computed on the
 GB1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1225.degrees latitude (g = 980.6199 gals.).
 GB1225
 GB1225.The modeled gravity was interpolated from observed gravity values.
 GB1225
 GB1225;                    North         East    Units  Estimated Accuracy
 GB1225;SPC KY1Z     - 1,073,050.    1,602,510.      MT  (+/- 180 meters Scaled)
 GB1225
 GB1225                          SUPERSEDED SURVEY CONTROL
 GB1225
 GB1225  NGVD 29 (??/??/92)  250.593  (m)          822.15   (f) ADJ UNCH    1 1
 GB1225
 GB1225.Superseded values are not recommended for survey control.
 GB1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1225.See file dsdata.txt to determine how the superseded data were derived.
 GB1225
 GB1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF137959(NAD 83)
 GB1225_MARKER: DB = BENCH MARK DISK
 GB1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1225_STAMPING: USGS 13 KY 1906 RESET 1948 822.151
 GB1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1225+STABILITY: SURFACE MOTION
 GB1225
 GB1225  HISTORY     - Date     Condition        Report By
 GB1225  HISTORY     - 1948     MONUMENTED       CGS
 GB1225  HISTORY     - 1968     GOOD             NGS
 GB1225
 GB1225                          STATION DESCRIPTION
 GB1225
 GB1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB1225'0.8 MI SW FROM BURNSIDE.
 GB1225'ABOUT 0.1 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB1225'STATION AT BURNSIDE, THENCE 0.2 MILE SOUTHWEST ALONG EAST FRENCH
 GB1225'AVENUE, THENCE 0.1 MILE SOUTHWEST ALONG WEST FRENCH AVENUE,
 GB1225'THENCE 0.1 MILE SOUTHEAST ALONG SUMMIT AVENUE, THENCE 0.1 MILE
 GB1225'SOUTHWEST ALONG CENTRAL AVENUE, THENCE 0.2 MILE SOUTHEAST ALONG
 GB1225'WALLACE AVENUE, 32 FEET NORTHEAST OF THE CENTERLINE OF THE
 GB1225'AVENUE, 7 1/2 FEET SOUTHEAST OF THE SOUTHEAST BRICK GATE POST
 GB1225'FOR THE MOST SOUTHEASTERLY OF THREE ENTRANCES TO THE BURNSIDE
 GB1225'CEMETERY, 1 FOOT SOUTHWEST OF A FENCE, 0.8 FOOT SOUTHWEST OF A
 GB1225'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE AVENUE,
 GB1225'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1668 ***********************************************************************
 GA1668  DESIGNATION -  1319
 GA1668  PID         -  GA1668
 GA1668  STATE/COUNTY-  KY/HARLAN
 GA1668  USGS QUAD   -  NOLANSBURG (1978)
 GA1668
 GA1668                         *CURRENT SURVEY CONTROL
 GA1668  ___________________________________________________________________
 GA1668* NAD 83(1986)-  36 58 45.     (N)    083 13 10.     (W)     SCALED    
 GA1668* NAVD 88     -       401.769  (meters)    1318.14   (feet)  ADJUSTED  
 GA1668  ___________________________________________________________________
 GA1668  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA1668  DYNAMIC HT  -         401.424 (meters)    1317.01  (feet)  COMP
 GA1668  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 GA1668
 GA1668  VERT ORDER  -  SECOND    CLASS 0
 GA1668
 GA1668.The horizontal coordinates were scaled from a topographic map and have
 GA1668.an estimated accuracy of +/- 6 seconds.
 GA1668
 GA1668.The orthometric height was determined by differential leveling
 GA1668.and adjusted by the National Geodetic Survey in June 1991..
 GA1668
 GA1668.The geoid height was determined by GEOID03.
 GA1668
 GA1668.The dynamic height is computed by dividing the NAVD 88
 GA1668.geopotential number by the normal gravity value computed on the
 GA1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1668.degrees latitude (g = 980.6199 gals.).
 GA1668
 GA1668.The modeled gravity was interpolated from observed gravity values.
 GA1668
 GA1668;                    North         East    Units  Estimated Accuracy
 GA1668;SPC KY1Z     - 1,074,730.    1,725,290.      MT  (+/- 180 meters Scaled)
 GA1668
 GA1668                          SUPERSEDED SURVEY CONTROL
 GA1668
 GA1668  NGVD 29 (??/??/92)  401.912  (m)         1318.61   (f) ADJ UNCH    2 0
 GA1668
 GA1668.Superseded values are not recommended for survey control.
 GA1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1668.See file dsdata.txt to determine how the superseded data were derived.
 GA1668
 GA1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA024948(NAD 83)
 GA1668_MARKER: DD = SURVEY DISK
 GA1668_SETTING: 66 = SET IN ROCK OUTCROP
 GA1668_SP_SET: OUTCROP
 GA1668_STAMPING: 1319 KY 1916 1318.606
 GA1668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1668+STABILITY: POSITION/ELEVATION WELL
 GA1668
 GA1668  HISTORY     - Date     Condition        Report By
 GA1668  HISTORY     - 1916     MONUMENTED       USGS
 GA1668  HISTORY     - 1952     POOR             NGS
 GA1668  HISTORY     - 1956     POOR             NGS
 GA1668
 GA1668                          STATION DESCRIPTION
 GA1668
 GA1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GA1668'AT BIG LAUREL.
 GA1668'AT BIG LAUREL, AT CONFLUENCE AND JUNCTION OF GREASY CREEK ROAD AND
 GA1668'BIG LAUREL CREEK ROAD, ABOUT 55 YARDS NORTHWEST OF GREASY CREEK
 GA1668'ROAD BRIDGE OVER BIG LAUREL CREEK, IN THE TOP OF A LARGE OUTCROP
 GA1668'OF ROCK THAT FORMS THE SOUTHWEST BANK OF GREASY CREEK, 98 FEET
 GA1668'SOUTH AND ACROSS GREASY CREEK FROM CENTER OF ROAD JUNCTION AND
 GA1668'ABOUT LEVEL WITH ROAD.  NOTE-- DISK IS BATTERED BUT APPEARS TO BE
 GA1668'SOLID.
 GA1668
 GA1668                          STATION RECOVERY (1956)
 GA1668
 GA1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1668'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0310 ***********************************************************************
 HA0310  DESIGNATION -  133
 HA0310  PID         -  HA0310
 HA0310  STATE/COUNTY-  KY/BUTLER
 HA0310  USGS QUAD   -  CROMWELL (1971)
 HA0310
 HA0310                         *CURRENT SURVEY CONTROL
 HA0310  ___________________________________________________________________
 HA0310* NAD 83(1986)-  37 19 24.     (N)    086 46 28.     (W)     SCALED    
 HA0310* NAVD 88     -       125.146  (meters)     410.58   (feet)  ADJUSTED  
 HA0310  ___________________________________________________________________
 HA0310  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HA0310  DYNAMIC HT  -         125.051 (meters)     410.27  (feet)  COMP
 HA0310  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 HA0310
 HA0310  VERT ORDER  -  SECOND    CLASS 0
 HA0310
 HA0310.The horizontal coordinates were scaled from a topographic map and have
 HA0310.an estimated accuracy of +/- 6 seconds.
 HA0310
 HA0310.The orthometric height was determined by differential leveling
 HA0310.and adjusted by the National Geodetic Survey in June 1991..
 HA0310
 HA0310.The geoid height was determined by GEOID03.
 HA0310
 HA0310.The dynamic height is computed by dividing the NAVD 88
 HA0310.geopotential number by the normal gravity value computed on the
 HA0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0310.degrees latitude (g = 980.6199 gals.).
 HA0310
 HA0310.The modeled gravity was interpolated from observed gravity values.
 HA0310
 HA0310;                    North         East    Units  Estimated Accuracy
 HA0310;SPC KY1Z     - 1,110,370.    1,409,210.      MT  (+/- 180 meters Scaled)
 HA0310
 HA0310                          SUPERSEDED SURVEY CONTROL
 HA0310
 HA0310  NGVD 29 (??/??/92)  125.258  (m)          410.95   (f) ADJ UNCH    2 0
 HA0310
 HA0310.Superseded values are not recommended for survey control.
 HA0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0310.See file dsdata.txt to determine how the superseded data were derived.
 HA0310
 HA0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG199307(NAD 83)
 HA0310_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0310_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0310_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0310_STAMPING: 133
 HA0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0310
 HA0310  HISTORY     - Date     Condition        Report By
 HA0310  HISTORY     - UNK      MONUMENTED       DOD
 HA0310  HISTORY     - 1940     GOOD             NGS
 HA0310
 HA0310                          STATION DESCRIPTION
 HA0310
 HA0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HA0310'1.5 MI SE FROM CROMWELL.
 HA0310'IN BUTLER COUNTY, 1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 231 FROM
 HA0310'THE POST OFFICE AT CROMWELL, OHIO COUNTY, ON THE WEST BANK OF GREEN
 HA0310'RIVER, AT A FERRY LANDING, 55 YARDS NORTH OF THE CENTERLINE OF THE
 HA0310'HIGHWAY, 35.5 FEET NORTHEAST OF A POWER POLE WITH A METER, AND 3
 HA0310'FEET SOUTHEAST OF THE SOUTH EAST CORNER OF THE W.H. MARTIN HOUSE.
 HA0310'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED 133 AND
 HA0310'RIVETED ON THE TOP OF A 5-INCH IRON PIPE PROJECTING 6 INCHES ABOVE
 HA0310'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0303 ***********************************************************************
 JA0303  DESIGNATION -  133 USE
 JA0303  PID         -  JA0303
 JA0303  STATE/COUNTY-  KY/MEADE
 JA0303  USGS QUAD   -  ALTON (1993)
 JA0303
 JA0303                         *CURRENT SURVEY CONTROL
 JA0303  ___________________________________________________________________
 JA0303* NAD 83(1986)-  38 03 37.     (N)    086 25 52.     (W)     SCALED    
 JA0303* NAVD 88     -       123.934  (meters)     406.61   (feet)  ADJUSTED  
 JA0303  ___________________________________________________________________
 JA0303  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JA0303  DYNAMIC HT  -         123.845 (meters)     406.31  (feet)  COMP
 JA0303  MODELED GRAV-     979,914.8   (mgal)                       NAVD 88
 JA0303
 JA0303  VERT ORDER  -  FIRST     CLASS II
 JA0303
 JA0303.The horizontal coordinates were scaled from a topographic map and have
 JA0303.an estimated accuracy of +/- 6 seconds.
 JA0303
 JA0303.The orthometric height was determined by differential leveling
 JA0303.and adjusted by the National Geodetic Survey in June 1991..
 JA0303
 JA0303.The geoid height was determined by GEOID03.
 JA0303
 JA0303.The dynamic height is computed by dividing the NAVD 88
 JA0303.geopotential number by the normal gravity value computed on the
 JA0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0303.degrees latitude (g = 980.6199 gals.).
 JA0303
 JA0303.The modeled gravity was interpolated from observed gravity values.
 JA0303
 JA0303;                    North         East    Units  Estimated Accuracy
 JA0303;SPC KY1Z     - 1,191,880.    1,440,230.      MT  (+/- 180 meters Scaled)
 JA0303
 JA0303                          SUPERSEDED SURVEY CONTROL
 JA0303
 JA0303  NGVD 29 (??/??/92)  124.036  (m)          406.94   (f) ADJ UNCH    1 2
 JA0303
 JA0303.Superseded values are not recommended for survey control.
 JA0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0303.See file dsdata.txt to determine how the superseded data were derived.
 JA0303
 JA0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH499126(NAD 83)
 JA0303_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0303_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0303_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0303_STAMPING: 133
 JA0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0303
 JA0303  HISTORY     - Date     Condition        Report By
 JA0303  HISTORY     - UNK      MONUMENTED       DOD
 JA0303  HISTORY     - 1953     GOOD             NGS
 JA0303
 JA0303                          STATION DESCRIPTION
 JA0303
 JA0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JA0303'AT CONCORDIA.
 JA0303'AT CONCORDIA, AT THE NORTHWEST END OF STATE HIGHWAY 230, ON THE
 JA0303'LEFT BANK OF OHIO RIVER, IN A PLOWED FIELD, 28 FEET SOUTHWEST OF
 JA0303'CENTER LINE OF HIGHWAY, 33 1/2 FEET NORTHWEST OF CENTER LINE OF
 JA0303'A FIELD ROAD LEADING SOUTHWEST, 100 FEET EAST OF POST SUPPORTING
 JA0303'NAVAGATION LIGHT NO. 686.4, 97 1/2 FEET EAST OF A 24-INCH
 JA0303'SYCAMORE TREE TO WHICH NAVAGATION LIGHT POST IS BRACED, 19 1/2
 JA0303'FEET SOUTH-SOUTHEAST OF SOUTHEAST 10-INCH TRUNK OF A TRIPLE-TRUNK
 JA0303'ELM TREE, 57.9 FEET NORTH-NORTHWEST OF A POWER POLE, 68 FEET
 JA0303'EAST-SOUTHEAST OF A POWER POLE AND IS A 4-INCH U.S.E. CAP ON
 JA0303'PIPE WHICH IS OVER A CONCRETE PEDESTAL WITH BOLT AND ABOUT 1
 JA0303'INCH BELOW SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2392 ***********************************************************************
 HY2392  DESIGNATION -  133 USFS 1949
 HY2392  PID         -  HY2392
 HY2392  STATE/COUNTY-  KY/ROWAN
 HY2392  USGS QUAD   -  MOREHEAD (1978)
 HY2392
 HY2392                         *CURRENT SURVEY CONTROL
 HY2392  ___________________________________________________________________
 HY2392* NAD 83(1993)-  38 10 33.06781(N)    083 24 27.68448(W)     ADJUSTED  
 HY2392* NAVD 88     -       422.     (meters)    1385.     (feet)  SCALED    
 HY2392  ___________________________________________________________________
 HY2392  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 HY2392  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY2392
 HY2392  HORZ ORDER  -  SECOND
 HY2392
 HY2392.The horizontal coordinates were established by classical geodetic methods
 HY2392.and adjusted by the National Geodetic Survey in December 1995..
 HY2392
 HY2392.The orthometric height was scaled from a topographic map.
 HY2392
 HY2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2392
 HY2392.The geoid height was determined by GEOID03.
 HY2392
 HY2392;                    North         East     Units Scale Factor Converg.
 HY2392;SPC KY1Z     - 1,207,063.801 1,705,200.336   MT  0.99991856   +1 26 17.1
 HY2392;SPC KY1Z     - 3,960,175.15  5,594,478.10   sFT  0.99991856   +1 26 17.1
 HY2392;SPC KY N     -    75,354.684   573,802.257   MT  0.99997494   +0 31 26.3
 HY2392;SPC KY N     -   247,226.16  1,882,549.57   sFT  0.99997494   +0 31 26.3
 HY2392;UTM  17      - 4,228,066.199   289,102.226   MT  1.00014781   -1 29 19.3
 HY2392
 HY2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2392!SPC KY1Z     -   0.99993891  x   0.99991856  =   0.99985747
 HY2392!SPC KY N     -   0.99993891  x   0.99997494  =   0.99991385
 HY2392!UTM  17      -   0.99993891  x   1.00014781  =   1.00008671
 HY2392
 HY2392                          SUPERSEDED SURVEY CONTROL
 HY2392
 HY2392  NAD 83(1986)-  38 10 33.07413(N)    083 24 27.69026(W) AD(       ) 2
 HY2392  NAD 27      -  38 10 32.77900(N)    083 24 28.03000(W) AD(       ) 2
 HY2392
 HY2392.Superseded values are not recommended for survey control.
 HY2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2392.See file dsdata.txt to determine how the superseded data were derived.
 HY2392
 HY2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8910228066(NAD 83)
 HY2392_MARKER: DD = SURVEY DISK
 HY2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2392+STABILITY: SURFACE MOTION
 HY2392
 HY2392  HISTORY     - Date     Condition        Report By
 HY2392  HISTORY     - 1949     MONUMENTED       USFS
 HY2392
 HY2392                          STATION DESCRIPTION
 HY2392
 HY2392'DESCRIBED BY US FOREST SERVICE 1949 (LWS)
 HY2392'STATION IS LOCATED ON A HIGH HILL 2 MILES EAST OF MOREHEAD NEAR THE
 HY2392'MOREHEAD LOOKOUT TOWER.  IT IS 8 FEET NORTHWEST OF THE SOUTHWEST LEG
 HY2392'OF LOOKOUT TOWER.  THE MARK IS A CONCRETE POST 4 INCHES IN DIAMETER
 HY2392'WHICH IS FLUSH WITH THE GROUND AND THE DISK IS A STANDARD U.S.
 HY2392'FOREST SERVICE DISK STAMPED 133 33.
 HY2392'
 HY2392'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MOREHEAD 2.
 HY2392'THE DISTANCE WAS 11.917 METERS (39.10 FEET).
 HY2392'
 HY2392'TO REACH THE STATION FROM THE POST OFFICE IN MOREHEAD, GO SOUTHWEST
 HY2392'ON U.S. HIGHWAY 60 FOR 0.9 MILE TO A T ROAD LEFT, TURN LEFT AND GO
 HY2392'SOUTH AND SOUTHWEST ON MAIN TRAVELED ROAD FOR 0.8 MILE TO A T ROAD,
 HY2392'TURN LEFT AND GO 1.0 MILE TO A FORK, TAKE LEFT FORK AND FOLLOW
 HY2392'WINDING ROAD FOR 1.9 MILES TO TOP OF HILL AND LOOKOUT TOWER AND
 HY2392'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0484 ***********************************************************************
 HA0484  DESIGNATION -  136
 HA0484  PID         -  HA0484
 HA0484  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0484  USGS QUAD   -  ROME (1993)
 HA0484
 HA0484                         *CURRENT SURVEY CONTROL
 HA0484  ___________________________________________________________________
 HA0484* NAD 83(1986)-  37 54 46.     (N)    086 31 33.     (W)     SCALED    
 HA0484* NAVD 88     -       129.982  (meters)     426.45   (feet)  ADJUSTED  
 HA0484  ___________________________________________________________________
 HA0484  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HA0484  DYNAMIC HT  -         129.889 (meters)     426.14  (feet)  COMP
 HA0484  MODELED GRAV-     979,913.4   (mgal)                       NAVD 88
 HA0484
 HA0484  VERT ORDER  -  FIRST     CLASS II
 HA0484
 HA0484.The horizontal coordinates were scaled from a topographic map and have
 HA0484.an estimated accuracy of +/- 6 seconds.
 HA0484
 HA0484.The orthometric height was determined by differential leveling
 HA0484.and adjusted by the National Geodetic Survey in June 1991..
 HA0484
 HA0484.The geoid height was determined by GEOID03.
 HA0484
 HA0484.The dynamic height is computed by dividing the NAVD 88
 HA0484.geopotential number by the normal gravity value computed on the
 HA0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0484.degrees latitude (g = 980.6199 gals.).
 HA0484
 HA0484.The modeled gravity was interpolated from observed gravity values.
 HA0484
 HA0484;                    North         East    Units  Estimated Accuracy
 HA0484;SPC KY1Z     - 1,175,570.    1,431,780.      MT  (+/- 180 meters Scaled)
 HA0484
 HA0484                          SUPERSEDED SURVEY CONTROL
 HA0484
 HA0484  NGVD 29 (??/??/92)  130.082  (m)          426.78   (f) ADJ UNCH    1 2
 HA0484
 HA0484.Superseded values are not recommended for survey control.
 HA0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0484.See file dsdata.txt to determine how the superseded data were derived.
 HA0484
 HA0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG416962(NAD 83)
 HA0484_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0484_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0484_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0484_STAMPING: 136
 HA0484_MARK LOGO: USE   
 HA0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0484
 HA0484  HISTORY     - Date     Condition        Report By
 HA0484  HISTORY     - UNK      MONUMENTED       DOD
 HA0484  HISTORY     - 1953     GOOD             CGS
 HA0484
 HA0484                          STATION DESCRIPTION
 HA0484
 HA0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0484'AT STEPHENSPORT.
 HA0484'AT STEPHENSPORT, ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY
 HA0484'64 FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD,
 HA0484'ABOUT 0.15 MILE SOUTHWEST OF WEST END OF HIGHWAY BRIDGE OVER
 HA0484'SINKING CREEK, AT THE INTERSECTION OF MAIN AND 3RD STREETS, 46
 HA0484'FEET SOUTHEAST OF CENTER LINE OF MAIN STREET (HIGHWAY 64), 34
 HA0484'FEET NORTHEAST OF CENTER LINE OF 3RD STREET, 4 FEET EAST AND
 HA0484'INSIDE OF YARD FENCE AROUND A 1 1/2-STORY HOUSE, 2.2 FEET
 HA0484'SOUTHEAST OF YARD FENCE, 3 FEET NORTHEAST OF YARD FENCE, 28 FEET
 HA0484'SOUTHEAST OF NORTHEAST END OF SOUTHEAST CONCRETE HEAD WALL OF A
 HA0484'15-INCH PIPE CULVERT, 34 1/2 FEET WEST OF WEST CORNER OF HOUSE,
 HA0484'ABOUT LEVEL WITH FLAGSTONE WALK AND IS A CAP ON TOP OF A 4-INCH
 HA0484'IRON PIPE WHICH IS SET ON TOP OF A CONCRETE PEDESTAL WITH BOLT
 HA0484'AND ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2763 ***********************************************************************
 GA2763  DESIGNATION -  1362
 GA2763  PID         -  GA2763
 GA2763  STATE/COUNTY-  KY/BELL
 GA2763  USGS QUAD   -  VARILLA (1991)
 GA2763
 GA2763                         *CURRENT SURVEY CONTROL
 GA2763  ___________________________________________________________________
 GA2763* NAD 83(1986)-  36 39 54.     (N)    083 35 23.     (W)     SCALED    
 GA2763* NAVD 88     -       415.117  (meters)    1361.93   (feet)  ADJUSTED  
 GA2763  ___________________________________________________________________
 GA2763  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GA2763  DYNAMIC HT  -         414.752 (meters)    1360.73  (feet)  COMP
 GA2763  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 GA2763
 GA2763  VERT ORDER  -  SECOND    CLASS 0
 GA2763
 GA2763.The horizontal coordinates were scaled from a topographic map and have
 GA2763.an estimated accuracy of +/- 6 seconds.
 GA2763
 GA2763.The orthometric height was determined by differential leveling
 GA2763.and adjusted by the National Geodetic Survey in June 1991..
 GA2763
 GA2763.The geoid height was determined by GEOID03.
 GA2763
 GA2763.The dynamic height is computed by dividing the NAVD 88
 GA2763.geopotential number by the normal gravity value computed on the
 GA2763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2763.degrees latitude (g = 980.6199 gals.).
 GA2763
 GA2763.The modeled gravity was interpolated from observed gravity values.
 GA2763
 GA2763;                    North         East    Units  Estimated Accuracy
 GA2763;SPC KY1Z     - 1,039,050.    1,693,140.      MT  (+/- 180 meters Scaled)
 GA2763
 GA2763                          SUPERSEDED SURVEY CONTROL
 GA2763
 GA2763  NGVD 29 (??/??/92)  415.264  (m)         1362.41   (f) ADJ UNCH    2 0
 GA2763
 GA2763.Superseded values are not recommended for survey control.
 GA2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2763.See file dsdata.txt to determine how the superseded data were derived.
 GA2763
 GA2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA685608(NAD 83)
 GA2763_MARKER: DD = SURVEY DISK
 GA2763_SETTING: 66 = SET IN ROCK OUTCROP
 GA2763_SP_SET: SET IN ROCK OUTCROP
 GA2763_STAMPING: 1362 LEX 1362.412
 GA2763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2763+STABILITY: POSITION/ELEVATION WELL
 GA2763
 GA2763  HISTORY     - Date     Condition        Report By
 GA2763  HISTORY     - UNK      MONUMENTED       USGS
 GA2763  HISTORY     - 1952     GOOD             NGS
 GA2763  HISTORY     - 1957     POOR             NGS
 GA2763
 GA2763                          STATION DESCRIPTION
 GA2763
 GA2763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GA2763'10 MI NE FROM MIDDLESBORO.
 GA2763'1.5 MILES SOUTHEAST AND EAST ALONG U.S. HIGHWAY 25E FROM THE
 GA2763'INTERSECTION OF CUMBERLAND AVENUE AT MIDDLESBORO, THENCE ABOUT
 GA2763'3.75 MILES NORTH AND NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT
 GA2763'4.7 MILES EAST AND NORTHEAST ALONG A GRAVEL AND DIRT ROAD, AT A
 GA2763'30-FOOT WOODEN BRIDGE OVER SHILLALY CREEK, ABOUT 60 YARDS WEST
 GA2763'OF A DIM CROSSROAD, IN THE TOP OF A ROUNDED OUTCROP OF ROCK
 GA2763'WHICH IS IN NORTHEAST CORNER OF A CULTIVATED FIELD, 24 FEET
 GA2763'SOUTH OF CENTER LINE OF ROAD, 23 FEET SOUTHWEST OF SOUTHWEST
 GA2763'CORNER OF BRIDGE AND ABOUT LEVEL WITH ROAD.
 GA2763
 GA2763                          STATION RECOVERY (1957)
 GA2763
 GA2763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2763'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3233 ***********************************************************************
 GA3233  DESIGNATION -  1362 RESET
 GA3233  PID         -  GA3233
 GA3233  STATE/COUNTY-  KY/BELL
 GA3233  USGS QUAD   -  VARILLA (1991)
 GA3233
 GA3233                         *CURRENT SURVEY CONTROL
 GA3233  ___________________________________________________________________
 GA3233* NAD 83(1986)-  36 39 54.     (N)    083 35 23.     (W)     SCALED    
 GA3233* NAVD 88     -       415.30   (meters)    1362.5    (feet)  RESET     
 GA3233  ___________________________________________________________________
 GA3233  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GA3233
 GA3233  VERT ORDER  -  THIRD
 GA3233
 GA3233.The horizontal coordinates were scaled from a topographic map and have
 GA3233.an estimated accuracy of +/- 6 seconds.
 GA3233
 GA3233.The orthometric height was computed from unverified reset data.
 GA3233.No vertical observational check was made to the station.
 GA3233
 GA3233.The geoid height was determined by GEOID03.
 GA3233
 GA3233;                    North         East    Units  Estimated Accuracy
 GA3233;SPC KY1Z     - 1,039,050.    1,693,140.      MT  (+/- 180 meters Scaled)
 GA3233
 GA3233                          SUPERSEDED SURVEY CONTROL
 GA3233
 GA3233  NGVD 29 (10/08/05)  415.44   (m)         1363.0    (f) RESET       3  
 GA3233
 GA3233.Superseded values are not recommended for survey control.
 GA3233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3233.See file dsdata.txt to determine how the superseded data were derived.
 GA3233
 GA3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA685608(NAD 83)
 GA3233_MARKER: DB = BENCH MARK DISK
 GA3233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GA3233_SP_SET: ABUTMENT
 GA3233_STAMPING: 1362 USGS RESET 1978
 GA3233_MARK LOGO: NGS   
 GA3233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3233+STABILITY: SURFACE MOTION
 GA3233
 GA3233  HISTORY     - Date     Condition        Report By
 GA3233  HISTORY     - 1978     MONUMENTED       NGS
 GA3233
 GA3233                          STATION DESCRIPTION
 GA3233
 GA3233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GA3233'9.95 MI NE FROM MIDDLESBORO.
 GA3233'1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 25E FROM ITS INTERSECTION
 GA3233'WITH CUMBERLAND AVENUE IN MIDDLESBORO, THENCE 3.75 MILES NORTH
 GA3233'AND NORTHEAST ALONG PAVED ROAD, THENCE 4.7 MILES EAST AND
 GA3233'NORTHEAST ALONG PAVED ROAD TO CONCRETE BRIDGE OVER SHILLALY
 GA3233'CREEK, IN THE SOUTHWEST WINGWALL OF A 16 FEET BOX CULVERT OF
 GA3233'ABUTTMENT OF BRIDGE, 14 FEET SOUTHEAST OF CENTERLINE OF ROAD
 GA3233'AND 27 FEET NORTHEAST OF CENTERLINE OF DRIVEWAY TO THE HUTCH
 GA3233'PENTECOSTAL CHURCH.
 GA3233'THE MARK IS 1.0 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0701 ***********************************************************************
 GY0701  DESIGNATION -  1366
 GY0701  PID         -  GY0701
 GY0701  STATE/COUNTY-  KY/PIKE
 GY0701  USGS QUAD   -  LICK CREEK (1978)
 GY0701
 GY0701                         *CURRENT SURVEY CONTROL
 GY0701  ___________________________________________________________________
 GY0701* NAD 83(1986)-  37 28 03.     (N)    082 15 03.     (W)     SCALED    
 GY0701* NAVD 88     -       416.388  (meters)    1366.10   (feet)  ADJUSTED  
 GY0701  ___________________________________________________________________
 GY0701  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY0701  DYNAMIC HT  -         416.064 (meters)    1365.04  (feet)  COMP
 GY0701  MODELED GRAV-     979,840.1   (mgal)                       NAVD 88
 GY0701
 GY0701  VERT ORDER  -  SECOND    CLASS 0
 GY0701
 GY0701.The horizontal coordinates were scaled from a topographic map and have
 GY0701.an estimated accuracy of +/- 6 seconds.
 GY0701
 GY0701.The orthometric height was determined by differential leveling
 GY0701.and adjusted by the National Geodetic Survey in June 1991..
 GY0701
 GY0701.The geoid height was determined by GEOID03.
 GY0701
 GY0701.The dynamic height is computed by dividing the NAVD 88
 GY0701.geopotential number by the normal gravity value computed on the
 GY0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0701.degrees latitude (g = 980.6199 gals.).
 GY0701
 GY0701.The modeled gravity was interpolated from observed gravity values.
 GY0701
 GY0701;                    North         East    Units  Estimated Accuracy
 GY0701;SPC KY1Z     - 1,131,680.    1,809,460.      MT  (+/- 180 meters Scaled)
 GY0701
 GY0701                          SUPERSEDED SURVEY CONTROL
 GY0701
 GY0701  NGVD 29 (??/??/92)  416.588  (m)         1366.76   (f) ADJ UNCH    2 0
 GY0701
 GY0701.Superseded values are not recommended for survey control.
 GY0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0701.See file dsdata.txt to determine how the superseded data were derived.
 GY0701
 GY0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB893474(NAD 83)
 GY0701_MARKER: DD = SURVEY DISK
 GY0701_SETTING: 66 = SET IN ROCK OUTCROP
 GY0701_SP_SET: ROCK OUTCROP
 GY0701_STAMPING: KY 1366.756
 GY0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0701+STABILITY: POSITION/ELEVATION WELL
 GY0701
 GY0701  HISTORY     - Date     Condition        Report By
 GY0701  HISTORY     - UNK      MONUMENTED       USGS
 GY0701  HISTORY     - 1956     POOR             NGS
 GY0701  HISTORY     - 20030415 MARK NOT FOUND   KYDT
 GY0701
 GY0701                          STATION DESCRIPTION
 GY0701
 GY0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0701'4.6 MI NW FROM DUNLAP.
 GY0701'4.65 MILES NORTH AND NORTHWEST ALONG A GRAVEL AND DIRT ROAD FROM
 GY0701'THE POST OFFICE AND JUNCTION OF STATE HIGHWAY 194 AT DUNLAP,
 GY0701'0.3 MILE EAST OF LONG FORK SCHOOL, SET IN THE TOP OF A ROCK
 GY0701'OUTCROP ON BANK OF LONG FORK, 40 FEET SOUTH OF THE CENTER OF ROAD,
 GY0701'106 FEET SOUTH OF SOUTHEAST CORNER OF HOUSE, AND ABOUT 2 FEET
 GY0701'BELOW LEVEL OF ROAD.
 GY0701
 GY0701                          STATION RECOVERY (2003)
 GY0701
 GY0701'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GY0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0461 ***********************************************************************
 HA0461  DESIGNATION -  138
 HA0461  PID         -  HA0461
 HA0461  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0461  USGS QUAD   -  CLOVERPORT (1978)
 HA0461
 HA0461                         *CURRENT SURVEY CONTROL
 HA0461  ___________________________________________________________________
 HA0461* NAD 83(1986)-  37 50 13.     (N)    086 38 06.     (W)     SCALED    
 HA0461* NAVD 88     -       125.176  (meters)     410.68   (feet)  ADJUSTED  
 HA0461  ___________________________________________________________________
 HA0461  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HA0461  DYNAMIC HT  -         125.087 (meters)     410.39  (feet)  COMP
 HA0461  MODELED GRAV-     979,918.7   (mgal)                       NAVD 88
 HA0461
 HA0461  VERT ORDER  -  FIRST     CLASS II
 HA0461
 HA0461.The horizontal coordinates were scaled from a topographic map and have
 HA0461.an estimated accuracy of +/- 6 seconds.
 HA0461
 HA0461.The orthometric height was determined by differential leveling
 HA0461.and adjusted by the National Geodetic Survey in June 1991..
 HA0461.WARNING-Repeat measurements at this control monument indicate possible
 HA0461.vertical movement.
 HA0461
 HA0461.The geoid height was determined by GEOID03.
 HA0461
 HA0461.The dynamic height is computed by dividing the NAVD 88
 HA0461.geopotential number by the normal gravity value computed on the
 HA0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0461.degrees latitude (g = 980.6199 gals.).
 HA0461
 HA0461.The modeled gravity was interpolated from observed gravity values.
 HA0461
 HA0461;                    North         East    Units  Estimated Accuracy
 HA0461;SPC KY1Z     - 1,167,240.    1,422,110.      MT  (+/- 180 meters Scaled)
 HA0461
 HA0461                          SUPERSEDED SURVEY CONTROL
 HA0461
 HA0461  NGVD 29 (??/??/92)  125.28   (m)          411.0    (f) COMPUTED    1 2
 HA0461
 HA0461.Superseded values are not recommended for survey control.
 HA0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0461.See file dsdata.txt to determine how the superseded data were derived.
 HA0461
 HA0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG321877(NAD 83)
 HA0461_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0461_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0461_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0461_STAMPING: 138
 HA0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0461
 HA0461  HISTORY     - Date     Condition        Report By
 HA0461  HISTORY     - UNK      MONUMENTED       DOD
 HA0461  HISTORY     - 1953     GOOD             NGS
 HA0461
 HA0461                          STATION DESCRIPTION
 HA0461
 HA0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0461'AT CLOVERPORT.
 HA0461'AT CLOVERPORT, ABOUT 0.1 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE
 HA0461'POST OFFICE, AT THE INTERSECTION OF MAIN AND CENTER STREET, 22.3
 HA0461'FEET SOUTH OF SOUTH CURB OF MAIN STREET (HIGHWAY 60), 31 1/2
 HA0461'FEET EAST OF CENTER LINE OF CENTER STREET, 20.9 FEET SOUTH OF A
 HA0461'CONCRETE LIGHT POST AND STREET MARKER POST, 68 FEET WEST-NORTHWEST
 HA0461'OF NORTHWEST CORNER OF CLOVERPORT BAPTIST CHURCH (NOW UNDER
 HA0461'CONSTRUCTION), IN DITCH ON EAST SIDE OF CENTER STREET, 1 1/2
 HA0461'FEET WEST OF EAST CURB LINE OF CENTER STREET AND IS A U.S.E.
 HA0461'CAP ON TOP OF A 4-INCH IRON PIPE WHICH IS MOUNTED ON TOP OF A
 HA0461'CONCRETE PEDESTAL WITH BOLT IN CENTER AND PROJECTING ABOUT
 HA0461'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0462 ***********************************************************************
 HA0462  DESIGNATION -  138
 HA0462  PID         -  HA0462
 HA0462  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0462  USGS QUAD   -  CLOVERPORT (1978)
 HA0462
 HA0462                         *CURRENT SURVEY CONTROL
 HA0462  ___________________________________________________________________
 HA0462* NAD 83(1986)-  37 50 13.     (N)    086 38 06.     (W)     SCALED    
 HA0462* NAVD 88     -       123.929  (meters)     406.59   (feet)  ADJUSTED  
 HA0462  ___________________________________________________________________
 HA0462  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HA0462  DYNAMIC HT  -         123.841 (meters)     406.30  (feet)  COMP
 HA0462  MODELED GRAV-     979,918.7   (mgal)                       NAVD 88
 HA0462
 HA0462  VERT ORDER  -  FIRST     CLASS II
 HA0462
 HA0462.The horizontal coordinates were scaled from a topographic map and have
 HA0462.an estimated accuracy of +/- 6 seconds.
 HA0462
 HA0462.The orthometric height was determined by differential leveling
 HA0462.and adjusted by the National Geodetic Survey in June 1991..
 HA0462
 HA0462.The geoid height was determined by GEOID03.
 HA0462
 HA0462.The dynamic height is computed by dividing the NAVD 88
 HA0462.geopotential number by the normal gravity value computed on the
 HA0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0462.degrees latitude (g = 980.6199 gals.).
 HA0462
 HA0462.The modeled gravity was interpolated from observed gravity values.
 HA0462
 HA0462;                    North         East    Units  Estimated Accuracy
 HA0462;SPC KY1Z     - 1,167,240.    1,422,110.      MT  (+/- 180 meters Scaled)
 HA0462
 HA0462                          SUPERSEDED SURVEY CONTROL
 HA0462
 HA0462  NGVD 29 (??/??/92)  124.034  (m)          406.93   (f) ADJ UNCH    1 2
 HA0462
 HA0462.Superseded values are not recommended for survey control.
 HA0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0462.See file dsdata.txt to determine how the superseded data were derived.
 HA0462
 HA0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG321877(NAD 83)
 HA0462_MARKER: B = BOLT
 HA0462_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0462_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0462_STAMPING: 138
 HA0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0462
 HA0462  HISTORY     - Date     Condition        Report By
 HA0462  HISTORY     - UNK      MONUMENTED       DOD
 HA0462  HISTORY     - 1953     GOOD             NGS
 HA0462
 HA0462                          STATION DESCRIPTION
 HA0462
 HA0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0462'AT CLOVERPORT.
 HA0462'AT CLOVERPORT, ABOUT 0.1 MILE WEST ALONG U.S. HIGHWAY 60 FROM
 HA0462'THE POST OFFICE, AT THE INTERSECTION OF MAIN AND CENTER STREET,
 HA0462'22.3 FEET SOUTH OF SOUTH CURB OF MAIN STREET (HIGHWAY 60), 31 1/2
 HA0462'FEET EAST OF CENTER LINE OF CENTER STREET, 20.9 FEET SOUTH OF A
 HA0462'CONCRETE LIGHT POST AND STREET MARKER POST, 68 FEET WEST-NORTHWEST
 HA0462'OF NORTHWEST CORNER OF CLOVERPORT BAPTIST CHURCH (NOW UNDER
 HA0462'CONSTRUCTION), IN DITCH ON EAST SIDE OF CENTER STREET, 1 1/2
 HA0462'FEET WEST OF EAST CURB LINE OF CENTER STREET AND IS A U.S.E. ON
 HA0462'TOP OF A 4-INCH IRON PIPE WHICH IS MOUNTED ON TOP OF A CONCRETE
 HA0462'PEDESTAL WITH BOLT IN CENTER AND PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1479 ***********************************************************************
 GA1479  DESIGNATION -  1387
 GA1479  PID         -  GA1479
 GA1479  STATE/COUNTY-  KY/HARLAN
 GA1479  USGS QUAD   -  LOUELLEN (1982)
 GA1479
 GA1479                         *CURRENT SURVEY CONTROL
 GA1479  ___________________________________________________________________
 GA1479* NAD 83(1986)-  36 57 52.     (N)    083 03 20.     (W)     SCALED    
 GA1479* NAVD 88     -       422.657  (meters)    1386.67   (feet)  ADJUSTED  
 GA1479  ___________________________________________________________________
 GA1479  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA1479  DYNAMIC HT  -         422.293 (meters)    1385.47  (feet)  COMP
 GA1479  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 GA1479
 GA1479  VERT ORDER  -  SECOND    CLASS 0
 GA1479
 GA1479.The horizontal coordinates were scaled from a topographic map and have
 GA1479.an estimated accuracy of +/- 6 seconds.
 GA1479
 GA1479.The orthometric height was determined by differential leveling
 GA1479.and adjusted by the National Geodetic Survey in June 1991..
 GA1479
 GA1479.The geoid height was determined by GEOID03.
 GA1479
 GA1479.The dynamic height is computed by dividing the NAVD 88
 GA1479.geopotential number by the normal gravity value computed on the
 GA1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1479.degrees latitude (g = 980.6199 gals.).
 GA1479
 GA1479.The modeled gravity was interpolated from observed gravity values.
 GA1479
 GA1479;                    North         East    Units  Estimated Accuracy
 GA1479;SPC KY1Z     - 1,073,510.    1,739,920.      MT  (+/- 180 meters Scaled)
 GA1479
 GA1479                          SUPERSEDED SURVEY CONTROL
 GA1479
 GA1479  NGVD 29 (??/??/92)  422.786  (m)         1387.09   (f) ADJ UNCH    2 0
 GA1479
 GA1479.Superseded values are not recommended for survey control.
 GA1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1479.See file dsdata.txt to determine how the superseded data were derived.
 GA1479
 GA1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA170929(NAD 83)
 GA1479_MARKER: DD = SURVEY DISK
 GA1479_SETTING: 66 = SET IN ROCK OUTCROP
 GA1479_SP_SET: SET IN ROCK OUTCROP
 GA1479_STAMPING: KY 1387.090
 GA1479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1479+STABILITY: POSITION/ELEVATION WELL
 GA1479
 GA1479  HISTORY     - Date     Condition        Report By
 GA1479  HISTORY     - UNK      MONUMENTED       USGS
 GA1479  HISTORY     - 1956     GOOD             NGS
 GA1479
 GA1479                          STATION DESCRIPTION
 GA1479
 GA1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1479'4.1 MI SW FROM CUMBERLAND.
 GA1479'4.1 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA1479'FROM THE STATION AT CUMBERLAND, HARLAN COUNTY, 0.2 MILE
 GA1479'SOUTHWEST OF THE STATION SIGN AT HIRAM, 2-1/2 RAILS NORTHEAST OF
 GA1479'A DIM ROAD CROSSING, 1-1/2 RAILS NORTHEAST OF A FENCE CORNER AND
 GA1479'A GATE, 60 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 119,
 GA1479'20 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 4 FEET
 GA1479'SOUTHEAST OF A FENCE, IN THE TOP OF BEDROCK, AND 5 FEET HIGHER
 GA1479'THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GA1479'DISK, STAMPED 1387.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0519 ***********************************************************************
 GD0519  DESIGNATION -  14
 GD0519  PID         -  GD0519
 GD0519  STATE/COUNTY-  KY/FULTON
 GD0519  USGS QUAD   -  HICKMAN (1983)
 GD0519
 GD0519                         *CURRENT SURVEY CONTROL
 GD0519  ___________________________________________________________________
 GD0519* NAD 83(1986)-  36 34 21.     (N)    089 11 40.     (W)     SCALED    
 GD0519* NAVD 88     -       109.618  (meters)     359.64   (feet)  ADJUSTED  
 GD0519  ___________________________________________________________________
 GD0519  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0519  DYNAMIC HT  -         109.533 (meters)     359.36  (feet)  COMP
 GD0519  MODELED GRAV-     979,850.2   (mgal)                       NAVD 88
 GD0519
 GD0519  VERT ORDER  -  FIRST     CLASS II
 GD0519
 GD0519.The horizontal coordinates were scaled from a topographic map and have
 GD0519.an estimated accuracy of +/- 6 seconds.
 GD0519
 GD0519.The orthometric height was determined by differential leveling
 GD0519.and adjusted by the National Geodetic Survey in June 1991..
 GD0519
 GD0519.The geoid height was determined by GEOID03.
 GD0519
 GD0519.The dynamic height is computed by dividing the NAVD 88
 GD0519.geopotential number by the normal gravity value computed on the
 GD0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0519.degrees latitude (g = 980.6199 gals.).
 GD0519
 GD0519.The modeled gravity was interpolated from observed gravity values.
 GD0519
 GD0519;                    North         East    Units  Estimated Accuracy
 GD0519;SPC KY1Z     - 1,032,240.    1,191,720.      MT  (+/- 180 meters Scaled)
 GD0519
 GD0519                          SUPERSEDED SURVEY CONTROL
 GD0519
 GD0519  NGVD 29 (??/??/??)  109.545  (m)          359.40   (f) ADJUSTED    1 2
 GD0519
 GD0519.Superseded values are not recommended for survey control.
 GD0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0519.See file dsdata.txt to determine how the superseded data were derived.
 GD0519
 GD0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF036496(NAD 83)
 GD0519_MARKER: B = BOLT
 GD0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0519+STABILITY: SURFACE MOTION
 GD0519
 GD0519  HISTORY     - Date     Condition        Report By
 GD0519  HISTORY     - UNK      MONUMENTED       DOD
 GD0519  HISTORY     - 1974     MARK NOT FOUND   NGS
 GD0519
 GD0519                          STATION DESCRIPTION
 GD0519
 GD0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0519'AT HICKMAN.
 GD0519'AT HICKMAN, 1 BLOCK SOUTH THENCE 1 BLOCK WEST FROM THE POST
 GD0519'OFFICE, IN THE FRONT YARD OF BARRETT FUNERAL HOME, 23 1/2 FEET
 GD0519'NORTHWEST OF NORTHWEST CORNER OF HOME, 33 FEET EAST OF CENTER
 GD0519'OF STEPS LEADING TO FUNERAL HOME, 25 FEET SOUTH OF CENTER LINE
 GD0519'OF STREET, 6 FEET SOUTH OF SOUTH EDGE OF SIDE WALK, 10 FEET
 GD0519'NORTHWEST OF A 60-INCH ELM TREE, 0.5 FOOT NORTH OF A 2-INCH IRON
 GD0519'PIPE WHICH PROJECTS 2 INCHES, ABOUT 6 FEET ABOVE STREET AND IS A
 GD0519'BOLT IN TOP OF A CONCRETE POST ABOUT 6 INCHES UNDERGROUND.
 GD0519'AREA IS NOW LAWN OF MR. DON CHANEY, IN ORDER TO LOCATE MARK,
 GD0519'ALOT OF THE LAWN WOULD HAVE TO BE DUG UP.  B.M. IS PROBABLY MORE
 GD0519'THAN THE STATED 6-INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0359 ***********************************************************************
 HA0359  DESIGNATION -  14
 HA0359  PID         -  HA0359
 HA0359  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0359  USGS QUAD   -  GLEN DEAN (1993)
 HA0359
 HA0359                         *CURRENT SURVEY CONTROL
 HA0359  ___________________________________________________________________
 HA0359* NAD 83(1986)-  37 39 12.     (N)    086 32 30.     (W)     SCALED    
 HA0359* NAVD 88     -       141.933  (meters)     465.66   (feet)  POSTED    
 HA0359  ___________________________________________________________________
 HA0359  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HA0359  DYNAMIC HT  -         141.830 (meters)     465.32  (feet)  COMP
 HA0359  MODELED GRAV-     979,907.1   (mgal)                       NAVD 88
 HA0359
 HA0359  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 HA0359
 HA0359.The horizontal coordinates were scaled from a topographic map and have
 HA0359.an estimated accuracy of +/- 6 seconds.
 HA0359
 HA0359.The orthometric height was determined by differential leveling
 HA0359.and adjusted by the National Geodetic Survey in 1992..
 HA0359.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 HA0359.rate greater than 8.0 mm/km.
 HA0359
 HA0359.The geoid height was determined by GEOID03.
 HA0359
 HA0359.The dynamic height is computed by dividing the NAVD 88
 HA0359.geopotential number by the normal gravity value computed on the
 HA0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0359.degrees latitude (g = 980.6199 gals.).
 HA0359
 HA0359.The modeled gravity was interpolated from observed gravity values.
 HA0359
 HA0359;                    North         East    Units  Estimated Accuracy
 HA0359;SPC KY1Z     - 1,146,790.    1,430,150.      MT  (+/- 180 meters Scaled)
 HA0359
 HA0359                          SUPERSEDED SURVEY CONTROL
 HA0359
 HA0359  NGVD 29 (??/??/92)  142.079  (m)          466.14   (f) ADJ UNCH    2 0
 HA0359
 HA0359.Superseded values are not recommended for survey control.
 HA0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0359.See file dsdata.txt to determine how the superseded data were derived.
 HA0359
 HA0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG404674(NAD 83)
 HA0359_MARKER: DD = SURVEY DISK
 HA0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0359_STAMPING: 14 D 1928
 HA0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0359+STABILITY: SURFACE MOTION
 HA0359
 HA0359  HISTORY     - Date     Condition        Report By
 HA0359  HISTORY     - 1928     MONUMENTED       USGS
 HA0359  HISTORY     - 1935     GOOD             NGS
 HA0359
 HA0359                          STATION DESCRIPTION
 HA0359
 HA0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0359'AT GLEN DEAN.
 HA0359'AT GLEN DEAN, BRECKINRIDGE COUNTY, ON THE ABANDONED LOUISVILLE
 HA0359'AND NASHVILLE RAILROAD, 79 FEET SOUTH OF THE SOUTH SIDE OF THE
 HA0359'FORMER STATION, 85 FEET WEST OF THE WEST SIDE OF THE POST OFFICE,
 HA0359'1.5 FEET SOUTH OF THE SOUTH END OF THE STATION PLATFORM, 10.5
 HA0359'FEET EAST OF THE ROADBED, AND ABOUT 1/2 FOOT HIGHER THAN THE
 HA0359'ROADBED.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HA0359'14 D 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1944 ***********************************************************************
 HZ1944  DESIGNATION -  14 B
 HZ1944  PID         -  HZ1944
 HZ1944  STATE/COUNTY-  KY/FAYETTE
 HZ1944  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ1944
 HZ1944                         *CURRENT SURVEY CONTROL
 HZ1944  ___________________________________________________________________
 HZ1944* NAD 83(1993)-  38 01 45.31027(N)    084 30 58.29117(W)     ADJUSTED  
 HZ1944* NAVD 88     -       298.219  (meters)     978.41   (feet)  ADJUSTED  
 HZ1944  ___________________________________________________________________
 HZ1944  X           -     480,750.173 (meters)                     COMP
 HZ1944  Y           -  -5,007,614.405 (meters)                     COMP
 HZ1944  Z           -   3,908,165.388 (meters)                     COMP
 HZ1944  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 HZ1944  ELLIP HEIGHT-         265.04  (meters)          (01/09/97) GPS OBS
 HZ1944  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HZ1944  DYNAMIC HT  -         298.000 (meters)     977.69  (feet)  COMP
 HZ1944  MODELED GRAV-     979,887.5   (mgal)                       NAVD 88
 HZ1944
 HZ1944  HORZ ORDER  -  FIRST
 HZ1944  VERT ORDER  -  FIRST     CLASS II
 HZ1944  ELLP ORDER  -  THIRD     CLASS II
 HZ1944
 HZ1944.The horizontal coordinates were established by GPS observations
 HZ1944.and adjusted by the National Geodetic Survey in January 1997..
 HZ1944
 HZ1944.The orthometric height was determined by differential leveling
 HZ1944.and adjusted by the National Geodetic Survey in June 1991..
 HZ1944
 HZ1944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1944
 HZ1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1944
 HZ1944.The ellipsoidal height was determined by GPS observations
 HZ1944.and is referenced to NAD 83.
 HZ1944
 HZ1944.The geoid height was determined by GEOID03.
 HZ1944
 HZ1944.The dynamic height is computed by dividing the NAVD 88
 HZ1944.geopotential number by the normal gravity value computed on the
 HZ1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1944.degrees latitude (g = 980.6199 gals.).
 HZ1944
 HZ1944.The modeled gravity was interpolated from observed gravity values.
 HZ1944
 HZ1944;                    North         East     Units Scale Factor Converg.
 HZ1944;SPC KY1Z     - 1,188,933.604 1,608,312.264   MT  0.99990849   +0 45 27.0
 HZ1944;SPC KY1Z     - 3,900,693.00  5,276,604.49   sFT  0.99990849   +0 45 27.0
 HZ1944;SPC KY N     -    58,778.983   476,629.233   MT  0.99999112   -0 09 56.1
 HZ1944;SPC KY N     -   192,844.05  1,563,741.08   sFT  0.99999112   -0 09 56.1
 HZ1944;UTM  16      - 4,211,972.781   718,001.666   MT  1.00018536   +1 31 50.8
 HZ1944
 HZ1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1944!SPC KY1Z     -   0.99995841  x   0.99990849  =   0.99986691
 HZ1944!SPC KY N     -   0.99995841  x   0.99999112  =   0.99994953
 HZ1944!UTM  16      -   0.99995841  x   1.00018536  =   1.00014377
 HZ1944
 HZ1944                          SUPERSEDED SURVEY CONTROL
 HZ1944
 HZ1944  NAVD 88 (01/09/97)  298.22   (m)          978.4    (f) LEVELING    3  
 HZ1944
 HZ1944.Superseded values are not recommended for survey control.
 HZ1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1944.See file dsdata.txt to determine how the superseded data were derived.
 HZ1944
 HZ1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1800211973(NAD 83)
 HZ1944_MARKER: DB = BENCH MARK DISK
 HZ1944_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1944_SP_SET: RETAINING WALL
 HZ1944_STAMPING: NO 14 B 1973
 HZ1944_MARK LOGO: PAS   
 HZ1944_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1944+STABILITY: POSITION/ELEVATION WELL
 HZ1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1944+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 HZ1944
 HZ1944  HISTORY     - Date     Condition        Report By
 HZ1944  HISTORY     - 1973     MONUMENTED       PAS
 HZ1944  HISTORY     - 1985     GOOD             NGS
 HZ1944  HISTORY     - 19951114 GOOD             LOWE
 HZ1944  HISTORY     - 20050205 GOOD             INDIV
 HZ1944
 HZ1944                          STATION DESCRIPTION
 HZ1944
 HZ1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HZ1944'IN LEXINGTON.
 HZ1944'IN LEXINGTON, AT THE CROSSING OF THE SOUTHERN RAILROAD AND WALLER
 HZ1944'AVENUE. 0.5 KM (0.3 MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 27,
 HZ1944'IN TOP OF THE EAST CORNER OF A (L) SHAPED CULVERT, 8.38 METERS (27.5
 HZ1944'FT) SOUTHWEST OF THE CENTERLINE OF WALLER AVENUE, 4.0 METERS (13.1 FT)
 HZ1944'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 2.13 METERS (7.0 FT)
 HZ1944'WEST OF THE WEST FACE OF THE CONCRETE BASE OF AN AUTOMATIC RAILROAD
 HZ1944'SIGNAL GATE.
 HZ1944'THE MARK IS 0.30 M BELOW TRACKS.
 HZ1944
 HZ1944                          STATION RECOVERY (1995)
 HZ1944
 HZ1944'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HZ1944'RECOVERED AS DESCRIBED.
 HZ1944
 HZ1944                          STATION RECOVERY (2005)
 HZ1944
 HZ1944'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JKR)
 HZ1944'MARK IS STAMPED 'B14', NOT '14B'.  MARK AND HEADWALL ARE COVERED BY
 HZ1944'SIX INCHES OF BALLAST, OTHERWISE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0665 ***********************************************************************
 HZ0665  DESIGNATION -  14 EOM 939
 HZ0665  PID         -  HZ0665
 HZ0665  STATE/COUNTY-  KY/BOONE
 HZ0665  USGS QUAD   -  UNION (1984)
 HZ0665
 HZ0665                         *CURRENT SURVEY CONTROL
 HZ0665  ___________________________________________________________________
 HZ0665* NAD 83(1986)-  38 55 52.     (N)    084 37 33.     (W)     SCALED    
 HZ0665* NAVD 88     -       285.971  (meters)     938.22   (feet)  ADJUSTED  
 HZ0665  ___________________________________________________________________
 HZ0665  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HZ0665  DYNAMIC HT  -         285.786 (meters)     937.62  (feet)  COMP
 HZ0665  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 HZ0665
 HZ0665  VERT ORDER  -  FIRST     CLASS II
 HZ0665
 HZ0665.The horizontal coordinates were scaled from a topographic map and have
 HZ0665.an estimated accuracy of +/- 6 seconds.
 HZ0665
 HZ0665.The orthometric height was determined by differential leveling
 HZ0665.and adjusted by the National Geodetic Survey in June 1991..
 HZ0665
 HZ0665.The geoid height was determined by GEOID03.
 HZ0665
 HZ0665.The dynamic height is computed by dividing the NAVD 88
 HZ0665.geopotential number by the normal gravity value computed on the
 HZ0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0665.degrees latitude (g = 980.6199 gals.).
 HZ0665
 HZ0665.The modeled gravity was interpolated from observed gravity values.
 HZ0665
 HZ0665;                    North         East    Units  Estimated Accuracy
 HZ0665;SPC KY1Z     - 1,288,910.    1,597,480.      MT  (+/- 180 meters Scaled)
 HZ0665
 HZ0665                          SUPERSEDED SURVEY CONTROL
 HZ0665
 HZ0665  NGVD 29 (??/??/92)  286.177  (m)          938.90   (f) ADJ UNCH    1 2
 HZ0665
 HZ0665.Superseded values are not recommended for survey control.
 HZ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0665.See file dsdata.txt to determine how the superseded data were derived.
 HZ0665
 HZ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ057118(NAD 83)
 HZ0665_MARKER: DD = SURVEY DISK
 HZ0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0665_SP_SET: CONCRETE POST
 HZ0665_STAMPING: 14 EOM 1949 939
 HZ0665_MARK LOGO: USGS  
 HZ0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0665+STABILITY: SURFACE MOTION
 HZ0665
 HZ0665  HISTORY     - Date     Condition        Report By
 HZ0665  HISTORY     - 1949     MONUMENTED       USGS
 HZ0665  HISTORY     - 1964     GOOD             CGS
 HZ0665  HISTORY     - 1965     GOOD             CGS
 HZ0665  HISTORY     - 1985     GOOD             NGS
 HZ0665  HISTORY     - 1986     GOOD             LOCSUR
 HZ0665
 HZ0665                          STATION DESCRIPTION
 HZ0665
 HZ0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HZ0665'4.4 MI N FROM WALTON.
 HZ0665'4.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0665'WALTON, AT A SMALL PUBLIC ROAD CROSSING, ABOUT 0.1 MILE SOUTH OF
 HZ0665'MILE POST 16, 62 FEET SOUTHEAST OF THE CENTER OF THE EAST TRACK
 HZ0665'CROSSING, 44.7 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 50
 HZ0665'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 5
 HZ0665'FEET EAST-NORTHEAST OF A TELEPHONE POLE, 3 FEET WEST OF THE
 HZ0665'R-O-W FENCE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK AND SET
 HZ0665'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 HZ0665
 HZ0665                          STATION RECOVERY (1965)
 HZ0665
 HZ0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ0665'RECOVERED IN GOOD CONDITION.
 HZ0665
 HZ0665                          STATION RECOVERY (1985)
 HZ0665
 HZ0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0665'RECOVERED IN GOOD CONDITION, THE 1965 DESCRIPTION IS ADEQUATE EXCEPT
 HZ0665'THE TELEPHONE POLE MENTIONED THEREIN NO LONGER EXIST, CHANGE PUBLIC
 HZ0665'ROAD TO EAST FROGTOWN ROAD. ADD
 HZ0665'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 HZ0665
 HZ0665                          STATION RECOVERY (1986)
 HZ0665
 HZ0665'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (BD)
 HZ0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1404 ***********************************************************************
 GZ1404  DESIGNATION -  14 RC
 GZ1404  PID         -  GZ1404
 GZ1404  STATE/COUNTY-  KY/CASEY
 GZ1404  USGS QUAD   -  GRAVEL SWITCH (1953)
 GZ1404
 GZ1404                         *CURRENT SURVEY CONTROL
 GZ1404  ___________________________________________________________________
 GZ1404* NAD 83(1986)-  37 31 13.     (N)    085 00 57.     (W)     SCALED    
 GZ1404* NAVD 88     -       246.887  (meters)     810.00   (feet)  ADJUSTED  
 GZ1404  ___________________________________________________________________
 GZ1404  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 GZ1404  DYNAMIC HT  -         246.695 (meters)     809.37  (feet)  COMP
 GZ1404  MODELED GRAV-     979,845.9   (mgal)                       NAVD 88
 GZ1404
 GZ1404  VERT ORDER  -  SECOND    CLASS 0
 GZ1404
 GZ1404.The horizontal coordinates were scaled from a topographic map and have
 GZ1404.an estimated accuracy of +/- 6 seconds.
 GZ1404
 GZ1404.The orthometric height was determined by differential leveling
 GZ1404.and adjusted by the National Geodetic Survey in June 1991..
 GZ1404
 GZ1404.The geoid height was determined by GEOID03.
 GZ1404
 GZ1404.The dynamic height is computed by dividing the NAVD 88
 GZ1404.geopotential number by the normal gravity value computed on the
 GZ1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1404.degrees latitude (g = 980.6199 gals.).
 GZ1404
 GZ1404.The modeled gravity was interpolated from observed gravity values.
 GZ1404
 GZ1404;                    North         East    Units  Estimated Accuracy
 GZ1404;SPC KY1Z     - 1,131,990.    1,564,900.      MT  (+/- 180 meters Scaled)
 GZ1404
 GZ1404                          SUPERSEDED SURVEY CONTROL
 GZ1404
 GZ1404  NGVD 29 (??/??/92)  247.028  (m)          810.46   (f) ADJ UNCH    2 0
 GZ1404
 GZ1404.Superseded values are not recommended for survey control.
 GZ1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1404.See file dsdata.txt to determine how the superseded data were derived.
 GZ1404
 GZ1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG753544(NAD 83)
 GZ1404_MARKER: DD = SURVEY DISK
 GZ1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1404_STAMPING: 14 RC 810 1950 810.458
 GZ1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1404+STABILITY: SURFACE MOTION
 GZ1404
 GZ1404  HISTORY     - Date     Condition        Report By
 GZ1404  HISTORY     - 1950     MONUMENTED       USGS
 GZ1404  HISTORY     - 1951     GOOD             NGS
 GZ1404  HISTORY     - 1958     GOOD             NGS
 GZ1404  HISTORY     - 1983     GOOD             KYDT
 GZ1404
 GZ1404                          STATION DESCRIPTION
 GZ1404
 GZ1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1404'5.2 MI SE FROM GRAVEL SWITCH.
 GZ1404'ABOUT 0.6 MILE SOUTH THENCE ABOUT 4.65 MILES SOUTHEAST ALONG
 GZ1404'STATE HIGHWAY 243 FROM THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ1404'STATION AT GRAVEL SWITCH, ABOUT 0.95 MILE SOUTH OF A CONCRETE
 GZ1404'BRIDGE OVER BUCK LICK CREEK, ABOUT 1.2 MILES NORTHWEST OF PIEDMONT
 GZ1404'CHURCH, 22 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY,
 GZ1404'2 1/2 FEET SOUTHEAST OF THE SOUTH YARD FENCE CORNER OF A FARM
 GZ1404'HOUSE, 30 FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER OF HOUSE,
 GZ1404'62 FEET NORTH-NORTHWEST OF THE CENTER OF JUNCTION OF
 GZ1404'HIGHWAY AND FARM ROADS LEADING NORTHEAST AND SOUTHWEST,
 GZ1404'ABOUT 5 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GZ1404'POST PROJECTING 4 INCHES.
 GZ1404
 GZ1404                          STATION RECOVERY (1958)
 GZ1404
 GZ1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1404'RECOVERED IN GOOD CONDITION.
 GZ1404
 GZ1404                          STATION RECOVERY (1983)
 GZ1404
 GZ1404'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0823 ***********************************************************************
 GY0823  DESIGNATION -  1409
 GY0823  PID         -  GY0823
 GY0823  STATE/COUNTY-  KY/LETCHER
 GY0823  USGS QUAD   -  JENKINS EAST (1992)
 GY0823
 GY0823                         *CURRENT SURVEY CONTROL
 GY0823  ___________________________________________________________________
 GY0823* NAD 83(1986)-  37 12 01.     (N)    082 34 53.     (W)     SCALED    
 GY0823* NAVD 88     -       429.070  (meters)    1407.71   (feet)  ADJUSTED  
 GY0823  ___________________________________________________________________
 GY0823  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GY0823  DYNAMIC HT  -         428.709 (meters)    1406.52  (feet)  COMP
 GY0823  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 GY0823
 GY0823  VERT ORDER  -  SECOND    CLASS 0
 GY0823
 GY0823.The horizontal coordinates were scaled from a topographic map and have
 GY0823.an estimated accuracy of +/- 6 seconds.
 GY0823
 GY0823.The orthometric height was determined by differential leveling
 GY0823.and adjusted by the National Geodetic Survey in June 1991..
 GY0823
 GY0823.The geoid height was determined by GEOID03.
 GY0823
 GY0823.The dynamic height is computed by dividing the NAVD 88
 GY0823.geopotential number by the normal gravity value computed on the
 GY0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0823.degrees latitude (g = 980.6199 gals.).
 GY0823
 GY0823.The modeled gravity was interpolated from observed gravity values.
 GY0823
 GY0823;                    North         East    Units  Estimated Accuracy
 GY0823;SPC KY1Z     - 1,100,990.    1,781,240.      MT  (+/- 180 meters Scaled)
 GY0823
 GY0823                          SUPERSEDED SURVEY CONTROL
 GY0823
 GY0823  NGVD 29 (??/??/92)  429.223  (m)         1408.21   (f) ADJ UNCH    2 0
 GY0823
 GY0823.Superseded values are not recommended for survey control.
 GY0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0823.See file dsdata.txt to determine how the superseded data were derived.
 GY0823
 GY0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB596182(NAD 83)
 GY0823_MARKER: DD = SURVEY DISK
 GY0823_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0823_SP_SET: BRIDGE
 GY0823_STAMPING: 1408.209
 GY0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0823
 GY0823  HISTORY     - Date     Condition        Report By
 GY0823  HISTORY     - UNK      MONUMENTED       USGS
 GY0823  HISTORY     - 1956     POOR             NGS
 GY0823
 GY0823                          STATION DESCRIPTION
 GY0823
 GY0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0823'1.6 MI NE FROM BURDINE.
 GY0823'1.6 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 GY0823'THE SCHOOL AT BURDINE, 0.45 MILE SOUTHWEST OF ROAD CROSSING AND
 GY0823'STATION SIGN AT ADAMSON, 75 YARDS WEST OF A TWO STORY HOUSE, 5
 GY0823'FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN THE TOP OF THE SOUTHEAST
 GY0823'END OF THE NORTHEAST ABUTMENT OF BRIDGE NO. 244 OVER A SMALL CREEK
 GY0823'AND ROAD FOLLOWING CREEK BED, 1 FOOT NORTHWEST OF THE SOUTHEAST
 GY0823'END OF ABUTMENT, ABOUT 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0895 ***********************************************************************
 GC0895  DESIGNATION -  141.9
 GC0895  PID         -  GC0895
 GC0895  STATE/COUNTY-  KY/LOGAN
 GC0895  USGS QUAD   -  DENNIS (1983)
 GC0895
 GC0895                         *CURRENT SURVEY CONTROL
 GC0895  ___________________________________________________________________
 GC0895* NAD 83(1986)-  36 51 42.     (N)    086 52 19.     (W)     SCALED    
 GC0895* NAVD 88     -       177.416  (meters)     582.07   (feet)  ADJUSTED  
 GC0895  ___________________________________________________________________
 GC0895  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 GC0895  DYNAMIC HT  -         177.278 (meters)     581.62  (feet)  COMP
 GC0895  MODELED GRAV-     979,851.3   (mgal)                       NAVD 88
 GC0895
 GC0895  VERT ORDER  -  SECOND    CLASS 0
 GC0895
 GC0895.The horizontal coordinates were scaled from a topographic map and have
 GC0895.an estimated accuracy of +/- 6 seconds.
 GC0895
 GC0895.The orthometric height was determined by differential leveling
 GC0895.and adjusted by the National Geodetic Survey in June 1991..
 GC0895
 GC0895.The geoid height was determined by GEOID03.
 GC0895
 GC0895.The dynamic height is computed by dividing the NAVD 88
 GC0895.geopotential number by the normal gravity value computed on the
 GC0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0895.degrees latitude (g = 980.6199 gals.).
 GC0895
 GC0895.The modeled gravity was interpolated from observed gravity values.
 GC0895
 GC0895;                    North         East    Units  Estimated Accuracy
 GC0895;SPC KY1Z     - 1,059,240.    1,399,950.      MT  (+/- 180 meters Scaled)
 GC0895
 GC0895                          SUPERSEDED SURVEY CONTROL
 GC0895
 GC0895  NGVD 29 (??/??/92)  177.527  (m)          582.44   (f) ADJ UNCH    2 0
 GC0895
 GC0895.Superseded values are not recommended for survey control.
 GC0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0895.See file dsdata.txt to determine how the superseded data were derived.
 GC0895
 GC0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF114795(NAD 83)
 GC0895_MARKER: Q = CHISELED SQUARE
 GC0895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0895_SP_SET: CULVERT
 GC0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0895
 GC0895  HISTORY     - Date     Condition        Report By
 GC0895  HISTORY     - UNK      MONUMENTED       CGS
 GC0895  HISTORY     - 1943     GOOD             NGS
 GC0895  HISTORY     - 19950912 MARK NOT FOUND   KYDT
 GC0895
 GC0895                          STATION DESCRIPTION
 GC0895
 GC0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GC0895'1.8 MI E FROM RUSSELLVILLE.
 GC0895'1.8 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0895'THE STATION AT RUSSELLVILLE, LOGAN COUNTY, AT THE CROSSING OF
 GC0895'STATE HIGHWAY 105, 43 FEET NORTH OF THE NORTH RAIL, 11 FEET
 GC0895'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 105, 9.5 FEET
 GC0895'NORTHWEST OF POWER POLE 1250, AT A CONCRETE CULVERT, IN THE TOP
 GC0895'OF THE NORTHEAST CORNER OF THE SOUTHEAST HEADWALL, ABOUT 4 FEET
 GC0895'LOWER THAN THE TRACK, AND LEVEL WITH THE HIGHWAY.  A 1-1/2 INCH
 GC0895'CHISELED SQUARE MARKED BM.
 GC0895
 GC0895                          STATION RECOVERY (1995)
 GC0895
 GC0895'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0895'THIS HEADWALL HAS BEEN REPLACED DURING PREVIOUS ROAD IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0410 ***********************************************************************
 HA0410  DESIGNATION -  142
 HA0410  PID         -  HA0410
 HA0410  STATE/COUNTY-  KY/HANCOCK
 HA0410  USGS QUAD   -  LEWISPORT (1967)
 HA0410
 HA0410                         *CURRENT SURVEY CONTROL
 HA0410  ___________________________________________________________________
 HA0410* NAD 83(1986)-  37 56 13.     (N)    086 54 07.     (W)     SCALED    
 HA0410* NAVD 88     -       119.173  (meters)     390.99   (feet)  ADJUSTED  
 HA0410  ___________________________________________________________________
 HA0410  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HA0410  DYNAMIC HT  -         119.091 (meters)     390.72  (feet)  COMP
 HA0410  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 HA0410
 HA0410  VERT ORDER  -  FIRST     CLASS II
 HA0410
 HA0410.The horizontal coordinates were scaled from a topographic map and have
 HA0410.an estimated accuracy of +/- 6 seconds.
 HA0410
 HA0410.The orthometric height was determined by differential leveling
 HA0410.and adjusted by the National Geodetic Survey in June 1991..
 HA0410
 HA0410.The geoid height was determined by GEOID03.
 HA0410
 HA0410.The dynamic height is computed by dividing the NAVD 88
 HA0410.geopotential number by the normal gravity value computed on the
 HA0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0410.degrees latitude (g = 980.6199 gals.).
 HA0410
 HA0410.The modeled gravity was interpolated from observed gravity values.
 HA0410
 HA0410;                    North         East    Units  Estimated Accuracy
 HA0410;SPC KY1Z     - 1,178,600.    1,398,750.      MT  (+/- 180 meters Scaled)
 HA0410
 HA0410                          SUPERSEDED SURVEY CONTROL
 HA0410
 HA0410  NGVD 29 (??/??/92)  119.277  (m)          391.33   (f) ADJ UNCH    1 2
 HA0410
 HA0410.Superseded values are not recommended for survey control.
 HA0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0410.See file dsdata.txt to determine how the superseded data were derived.
 HA0410
 HA0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG086988(NAD 83)
 HA0410_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0410_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0410_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0410
 HA0410  HISTORY     - Date     Condition        Report By
 HA0410  HISTORY     - UNK      MONUMENTED       DOD
 HA0410  HISTORY     - 1953     GOOD             NGS
 HA0410
 HA0410                          STATION DESCRIPTION
 HA0410
 HA0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0410'AT LEWISPORT.
 HA0410'AT LEWISPORT, AT THE MAIN CROSSROADS (U.S. HIGHWAY 60 LEADING
 HA0410'SOUTHEAST AND SOUTHWEST AND STREETS LEADING NORTHWEST AND
 HA0410'NORTHEAST), 32 FEET NORTHEAST OF CENTER LINE OF 4TH STREET
 HA0410'LEADING NORTHWEST, 25 FEET NORTHWEST OF CENTER LINE OF PELL
 HA0410'STREET LEADING NORTHEAST, 56 FEET SOUTH OF SOUTH CORNER OF
 HA0410'PELLS RESIDENCE, 5 FEET NORTHEAST OF NORTHEAST EDGE OF A
 HA0410'NORTHWEST-SOUTHEAST SIDE WALK, 1 FOOT SOUTHEAST OF SOUTHEAST
 HA0410'EDGE OF A NORTHEAST-SOUTHWEST SIDE WALK, 3.3 FEET WEST OF A
 HA0410'FIRE HYDRANT, ABOUT 1/2 FOOT BELOW LEVEL OF SIDE WALK, AND
 HA0410'ABOUT 4 INCHES UNDERGROUND.  NOTE-- THE CAP ON PIPE IS RUSTED
 HA0410'AND PITTED AND THE STAMPING IS NO LONGER LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1131 ***********************************************************************
 GA1131  DESIGNATION -  1430
 GA1131  PID         -  GA1131
 GA1131  STATE/COUNTY-  KY/HARLAN
 GA1131  USGS QUAD   -  BENHAM (1979)
 GA1131
 GA1131                         *CURRENT SURVEY CONTROL
 GA1131  ___________________________________________________________________
 GA1131* NAD 83(1986)-  36 58 33.     (N)    082 59 29.     (W)     SCALED    
 GA1131* NAVD 88     -       435.824  (meters)    1429.87   (feet)  ADJUSTED  
 GA1131  ___________________________________________________________________
 GA1131  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA1131  DYNAMIC HT  -         435.447 (meters)    1428.63  (feet)  COMP
 GA1131  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 GA1131
 GA1131  VERT ORDER  -  SECOND    CLASS 0
 GA1131
 GA1131.The horizontal coordinates were scaled from a topographic map and have
 GA1131.an estimated accuracy of +/- 6 seconds.
 GA1131
 GA1131.The orthometric height was determined by differential leveling
 GA1131.and adjusted by the National Geodetic Survey in June 1991..
 GA1131
 GA1131.The geoid height was determined by GEOID03.
 GA1131
 GA1131.The dynamic height is computed by dividing the NAVD 88
 GA1131.geopotential number by the normal gravity value computed on the
 GA1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1131.degrees latitude (g = 980.6199 gals.).
 GA1131
 GA1131.The modeled gravity was interpolated from observed gravity values.
 GA1131
 GA1131;                    North         East    Units  Estimated Accuracy
 GA1131;SPC KY1Z     - 1,074,940.    1,745,600.      MT  (+/- 180 meters Scaled)
 GA1131
 GA1131                          SUPERSEDED SURVEY CONTROL
 GA1131
 GA1131  NGVD 29 (??/??/92)  435.949  (m)         1430.28   (f) ADJ UNCH    2 0
 GA1131
 GA1131.Superseded values are not recommended for survey control.
 GA1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1131.See file dsdata.txt to determine how the superseded data were derived.
 GA1131
 GA1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA227940(NAD 83)
 GA1131_MARKER: DD = SURVEY DISK
 GA1131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1131_SP_SET: BRIDGE
 GA1131_STAMPING: 1430 KY 1915
 GA1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1131
 GA1131  HISTORY     - Date     Condition        Report By
 GA1131  HISTORY     - 1915     MONUMENTED       USGS
 GA1131  HISTORY     - 1952     GOOD             NGS
 GA1131  HISTORY     - 1956     GOOD             NGS
 GA1131
 GA1131                          STATION DESCRIPTION
 GA1131
 GA1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GA1131'AT CUMBERLAND.
 GA1131'AT CUMBERLAND, ABOUT 0.1 MILE WEST ALONG THE LOUISVILLE AND
 GA1131'NASHVILLE RAILROAD FROM THE STATION, IN THE TOP OF THE NORTH
 GA1131'END OF THE WEST MAIN ABUTMENT OF RAILROAD BRIDGE NO. 15 OVER
 GA1131'CUMBERLAND RIVER, 15 FEET NORTH OF NORTH RAIL, 1 FOOT SOUTH
 GA1131'OF NORTH END OF ABUTMENT AND ABOUT 8 FEET BELOW LEVEL OF TRACK.
 GA1131
 GA1131                          STATION RECOVERY (1956)
 GA1131
 GA1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0633 ***********************************************************************
 HA0633  DESIGNATION -  148 BOLT
 HA0633  PID         -  HA0633
 HA0633  STATE/COUNTY-  KY/DAVIESS
 HA0633  USGS QUAD   -  OWENSBORO WEST (1980)
 HA0633
 HA0633                         *CURRENT SURVEY CONTROL
 HA0633  ___________________________________________________________________
 HA0633* NAD 83(1986)-  37 50 17.     (N)    087 13 29.     (W)     SCALED    
 HA0633* NAVD 88     -       114.172  (meters)     374.58   (feet)  ADJUSTED  
 HA0633  ___________________________________________________________________
 HA0633  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HA0633  DYNAMIC HT  -         114.094 (meters)     374.32  (feet)  COMP
 HA0633  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 HA0633
 HA0633  VERT ORDER  -  FIRST     CLASS II
 HA0633
 HA0633.The horizontal coordinates were scaled from a topographic map and have
 HA0633.an estimated accuracy of +/- 6 seconds.
 HA0633
 HA0633.The orthometric height was determined by differential leveling
 HA0633.and adjusted by the National Geodetic Survey in June 1991..
 HA0633
 HA0633.The geoid height was determined by GEOID03.
 HA0633
 HA0633.The dynamic height is computed by dividing the NAVD 88
 HA0633.geopotential number by the normal gravity value computed on the
 HA0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0633.degrees latitude (g = 980.6199 gals.).
 HA0633
 HA0633.The modeled gravity was interpolated from observed gravity values.
 HA0633
 HA0633;                    North         East    Units  Estimated Accuracy
 HA0633;SPC KY1Z     - 1,168,020.    1,370,210.      MT  (+/- 180 meters Scaled)
 HA0633
 HA0633                          SUPERSEDED SURVEY CONTROL
 HA0633
 HA0633  NGVD 29 (??/??/92)  114.272  (m)          374.91   (f) ADJ UNCH    1 2
 HA0633
 HA0633.Superseded values are not recommended for survey control.
 HA0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0633.See file dsdata.txt to determine how the superseded data were derived.
 HA0633
 HA0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG802878(NAD 83)
 HA0633_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0633_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0633_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0633
 HA0633  HISTORY     - Date     Condition        Report By
 HA0633  HISTORY     - UNK      MONUMENTED       DOD
 HA0633  HISTORY     - 1953     GOOD             NGS
 HA0633  HISTORY     - 1956     MARK NOT FOUND   USGS
 HA0633
 HA0633                          STATION DESCRIPTION
 HA0633
 HA0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0633'1.7 MI NE FROM STANLEY.
 HA0633'ABOUT 1.35 MILES NORTHEAST ALONG A BLACK TOP AND GRAVEL ROAD
 HA0633'FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT
 HA0633'STANLEY, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG A GRAVEL ROAD,
 HA0633'88 FEET NORTH OF CENTER LINE OF ROAD, 81.8 FEET NORTHEAST OF
 HA0633'TELEPHONE POLE NO. 47, 14 FEET NORTH OF NAVAGATION LIGHT NO. 765.6,
 HA0633'ON LEFT BANK OF OHIO RIVER, 19 FEET SOUTH OF BANK OF RIVER,
 HA0633'ABOUT LEVEL WITH ROAD AND IS A 4-INCH PIPE WITH CAP MOUNTED ON
 HA0633'TOP OF AN 18-INCH PEDESTAL WITH BOLT WITH PIPE PROJECTING ABOUT
 HA0633'5 INCHES ABOVE GROUND.
 HA0633
 HA0633                          STATION RECOVERY (1956)
 HA0633
 HA0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HA0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0632 ***********************************************************************
 HA0632  DESIGNATION -  148 CAP
 HA0632  PID         -  HA0632
 HA0632  STATE/COUNTY-  KY/DAVIESS
 HA0632  USGS QUAD   -  OWENSBORO WEST (1980)
 HA0632
 HA0632                         *CURRENT SURVEY CONTROL
 HA0632  ___________________________________________________________________
 HA0632* NAD 83(1986)-  37 50 17.     (N)    087 13 29.     (W)     SCALED    
 HA0632* NAVD 88     -       115.423  (meters)     378.68   (feet)  ADJUSTED  
 HA0632  ___________________________________________________________________
 HA0632  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HA0632  DYNAMIC HT  -         115.344 (meters)     378.42  (feet)  COMP
 HA0632  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 HA0632
 HA0632  VERT ORDER  -  FIRST     CLASS II
 HA0632
 HA0632.The horizontal coordinates were scaled from a topographic map and have
 HA0632.an estimated accuracy of +/- 6 seconds.
 HA0632
 HA0632.The orthometric height was determined by differential leveling
 HA0632.and adjusted by the National Geodetic Survey in June 1991..
 HA0632
 HA0632.The geoid height was determined by GEOID03.
 HA0632
 HA0632.The dynamic height is computed by dividing the NAVD 88
 HA0632.geopotential number by the normal gravity value computed on the
 HA0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0632.degrees latitude (g = 980.6199 gals.).
 HA0632
 HA0632.The modeled gravity was interpolated from observed gravity values.
 HA0632
 HA0632;                    North         East    Units  Estimated Accuracy
 HA0632;SPC KY1Z     - 1,168,020.    1,370,210.      MT  (+/- 180 meters Scaled)
 HA0632
 HA0632                          SUPERSEDED SURVEY CONTROL
 HA0632
 HA0632  NGVD 29 (??/??/92)  115.509  (m)          378.97   (f) ADJ UNCH    1 2
 HA0632
 HA0632.Superseded values are not recommended for survey control.
 HA0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0632.See file dsdata.txt to determine how the superseded data were derived.
 HA0632
 HA0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG802878(NAD 83)
 HA0632_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0632_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0632_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0632
 HA0632  HISTORY     - Date     Condition        Report By
 HA0632  HISTORY     - UNK      MONUMENTED       DOD
 HA0632  HISTORY     - 1953     GOOD             NGS
 HA0632  HISTORY     - 1956     MARK NOT FOUND   USGS
 HA0632
 HA0632                          STATION DESCRIPTION
 HA0632
 HA0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0632'1.7 MI NE FROM STANLEY.
 HA0632'ABOUT 1.35 MILES NORTHEAST ALONG A BLACK TOP AND GRAVEL ROAD
 HA0632'FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0632'AT STANLEY, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG A GRAVEL
 HA0632'ROAD, 88 FEET NORTH OF CENTER LINE OF ROAD, 81.8 FEET NORTHEAST OF
 HA0632'TELEPHONE POLE NO. 47, 14 FEET NORTH OF NAVAGATION LIGHT NO. 765.6,
 HA0632'ON LEFT BANK OF OHIO RIVER, 19 FEET SOUTH OF BANK OF RIVER, ABOUT
 HA0632'LEVEL WITH ROAD AND IS A 4-INCH PIPE WITH CAP MOUNTED ON TOP
 HA0632'OF AN 18-INCH PEDESTAL WITH BOLT WITH PIPE PROJECTING ABOUT
 HA0632'5 INCHES ABOVE GROUND.
 HA0632
 HA0632                          STATION RECOVERY (1956)
 HA0632
 HA0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HA0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0603 ***********************************************************************
 HA0603  DESIGNATION -  149 BOLT
 HA0603  PID         -  HA0603
 HA0603  STATE/COUNTY-  KY/HENDERSON
 HA0603  USGS QUAD   -  NEWBURGH (1980)
 HA0603
 HA0603                         *CURRENT SURVEY CONTROL
 HA0603  ___________________________________________________________________
 HA0603* NAD 83(1986)-  37 55 38.     (N)    087 22 58.     (W)     SCALED    
 HA0603* NAVD 88     -       113.529  (meters)     372.47   (feet)  ADJUSTED  
 HA0603  ___________________________________________________________________
 HA0603  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HA0603  DYNAMIC HT  -         113.451 (meters)     372.21  (feet)  COMP
 HA0603  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HA0603
 HA0603  VERT ORDER  -  FIRST     CLASS II
 HA0603
 HA0603.The horizontal coordinates were scaled from a topographic map and have
 HA0603.an estimated accuracy of +/- 6 seconds.
 HA0603
 HA0603.The orthometric height was determined by differential leveling
 HA0603.and adjusted by the National Geodetic Survey in June 1991..
 HA0603
 HA0603.The geoid height was determined by GEOID03.
 HA0603
 HA0603.The dynamic height is computed by dividing the NAVD 88
 HA0603.geopotential number by the normal gravity value computed on the
 HA0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0603.degrees latitude (g = 980.6199 gals.).
 HA0603
 HA0603.The modeled gravity was interpolated from observed gravity values.
 HA0603
 HA0603;                    North         East    Units  Estimated Accuracy
 HA0603;SPC KY1Z     - 1,178,150.    1,356,470.      MT  (+/- 180 meters Scaled)
 HA0603
 HA0603                          SUPERSEDED SURVEY CONTROL
 HA0603
 HA0603  NGVD 29 (??/??/92)  113.625  (m)          372.78   (f) ADJ UNCH    1 2
 HA0603
 HA0603.Superseded values are not recommended for survey control.
 HA0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0603.See file dsdata.txt to determine how the superseded data were derived.
 HA0603
 HA0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG663978(NAD 83)
 HA0603_MARKER: B = BOLT
 HA0603_SETTING: 0 = UNSPECIFIED SETTING
 HA0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0603
 HA0603  HISTORY     - Date     Condition        Report By
 HA0603  HISTORY     - UNK      MONUMENTED       DOD
 HA0603  HISTORY     - 1953     GOOD             NGS
 HA0603
 HA0603                          STATION DESCRIPTION
 HA0603
 HA0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0603'0.6 MI W FROM SCUFFLETOWN.
 HA0603'149
 HA0603'ABOUT 0.65 MILE WEST ALONG A ROAD FOLLOWING THE OHIO RIVER
 HA0603'DOWNSTREAM FROM THE OLD STORE AT SCUFFLETOWN, 244 FEET SOUTH
 HA0603'OF THE CENTER LINE OF ROAD, 42.2 FEET WEST OF NORTHWEST CORNER
 HA0603'OF A WHITE ONE-STORY HOUSE WITH SMALL PORCH ON ITS NORTH SIDE,
 HA0603'53 FEET NORTHEAST OF A FORKED 36-INCH OAK TREE, 8 1/2 FEET
 HA0603'EAST-SOUTHEAST OF A 12-INCH LOCUST TREE, 11 1/2 FEET WEST OF
 HA0603'NORTHEAST CORNER OF A CHICKEN YARD AND INSIDE CHICKEN YARD,
 HA0603'ABOUT LEVEL WITH ROAD AND PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0602 ***********************************************************************
 HA0602  DESIGNATION -  149 CAP
 HA0602  PID         -  HA0602
 HA0602  STATE/COUNTY-  KY/HENDERSON
 HA0602  USGS QUAD   -  NEWBURGH (1980)
 HA0602
 HA0602                         *CURRENT SURVEY CONTROL
 HA0602  ___________________________________________________________________
 HA0602* NAD 83(1986)-  37 55 38.     (N)    087 22 58.     (W)     SCALED    
 HA0602* NAVD 88     -       114.774  (meters)     376.55   (feet)  ADJUSTED  
 HA0602  ___________________________________________________________________
 HA0602  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HA0602  DYNAMIC HT  -         114.695 (meters)     376.30  (feet)  COMP
 HA0602  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HA0602
 HA0602  VERT ORDER  -  FIRST     CLASS II
 HA0602
 HA0602.The horizontal coordinates were scaled from a topographic map and have
 HA0602.an estimated accuracy of +/- 6 seconds.
 HA0602
 HA0602.The orthometric height was determined by differential leveling
 HA0602.and adjusted by the National Geodetic Survey in June 1991..
 HA0602
 HA0602.The geoid height was determined by GEOID03.
 HA0602
 HA0602.The dynamic height is computed by dividing the NAVD 88
 HA0602.geopotential number by the normal gravity value computed on the
 HA0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0602.degrees latitude (g = 980.6199 gals.).
 HA0602
 HA0602.The modeled gravity was interpolated from observed gravity values.
 HA0602
 HA0602;                    North         East    Units  Estimated Accuracy
 HA0602;SPC KY1Z     - 1,178,150.    1,356,470.      MT  (+/- 180 meters Scaled)
 HA0602
 HA0602                          SUPERSEDED SURVEY CONTROL
 HA0602
 HA0602  NGVD 29 (??/??/92)  114.870  (m)          376.87   (f) ADJ UNCH    1 2
 HA0602
 HA0602.Superseded values are not recommended for survey control.
 HA0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0602.See file dsdata.txt to determine how the superseded data were derived.
 HA0602
 HA0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG663978(NAD 83)
 HA0602_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0602_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0602_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0602_STAMPING: 149
 HA0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0602
 HA0602  HISTORY     - Date     Condition        Report By
 HA0602  HISTORY     - UNK      MONUMENTED       DOD
 HA0602  HISTORY     - 1953     GOOD             NGS
 HA0602
 HA0602                          STATION DESCRIPTION
 HA0602
 HA0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0602'0.6 MI W FROM SCUFFLETOWN.
 HA0602'ABOUT 0.65 MILE WEST ALONG A ROAD FOLLOWING THE OHIO RIVER
 HA0602'DOWNSTREAM FROM THE OLD STORE AT SCUFFLETOWN, 244 FEET SOUTH
 HA0602'OF THE CENTER LINE OF ROAD, 42.2 FEET WEST OF NORTHWEST CORNER
 HA0602'OF A WHITE ONE-STORY HOUSE WITH SMALL PORCH ON ITS NORTH SIDE,
 HA0602'53 FEET NORTHEAST OF A FORKED 36-INCH OAK TREE, 8 1/2 FEET
 HA0602'EAST-SOUTHEAST OF A 12-INCH LOCUST TREE, 11 1/2 FEET WEST OF
 HA0602'NORTHEAST CORNER OF A CHICKEN YARD AND INSIDE CHICKEN YARD,
 HA0602'ABOUT LEVEL WITH ROAD AND PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0521 ***********************************************************************
 GD0521  DESIGNATION -  15
 GD0521  PID         -  GD0521
 GD0521  STATE/COUNTY-  KY/FULTON
 GD0521  USGS QUAD   -  HICKMAN (1983)
 GD0521
 GD0521                         *CURRENT SURVEY CONTROL
 GD0521  ___________________________________________________________________
 GD0521* NAD 83(1986)-  36 34 23.     (N)    089 11 41.     (W)     SCALED    
 GD0521* NAVD 88     -        94.343  (meters)     309.52   (feet)  ADJUSTED  
 GD0521  ___________________________________________________________________
 GD0521  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0521  DYNAMIC HT  -          94.269 (meters)     309.28  (feet)  COMP
 GD0521  MODELED GRAV-     979,850.4   (mgal)                       NAVD 88
 GD0521
 GD0521  VERT ORDER  -  FIRST     CLASS II
 GD0521
 GD0521.The horizontal coordinates were scaled from a topographic map and have
 GD0521.an estimated accuracy of +/- 6 seconds.
 GD0521
 GD0521.The orthometric height was determined by differential leveling
 GD0521.and adjusted by the National Geodetic Survey in June 1991..
 GD0521
 GD0521.The geoid height was determined by GEOID03.
 GD0521
 GD0521.The dynamic height is computed by dividing the NAVD 88
 GD0521.geopotential number by the normal gravity value computed on the
 GD0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0521.degrees latitude (g = 980.6199 gals.).
 GD0521
 GD0521.The modeled gravity was interpolated from observed gravity values.
 GD0521
 GD0521;                    North         East    Units  Estimated Accuracy
 GD0521;SPC KY1Z     - 1,032,300.    1,191,690.      MT  (+/- 180 meters Scaled)
 GD0521
 GD0521                          SUPERSEDED SURVEY CONTROL
 GD0521
 GD0521  NGVD 29 (??/??/??)   94.271  (m)          309.29   (f) ADJUSTED    1 2
 GD0521
 GD0521.Superseded values are not recommended for survey control.
 GD0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0521.See file dsdata.txt to determine how the superseded data were derived.
 GD0521
 GD0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF036497(NAD 83)
 GD0521_MARKER: Q = CHISELED SQUARE
 GD0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0521_SP_SET: BUILDING
 GD0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0521
 GD0521  HISTORY     - Date     Condition        Report By
 GD0521  HISTORY     - UNK      MONUMENTED       MRC
 GD0521  HISTORY     - 1974     MARK NOT FOUND   NGS
 GD0521
 GD0521                          STATION DESCRIPTION
 GD0521
 GD0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0521'AT HICKMAN.
 GD0521'AT HICKMAN, AT THE JUNCTION OF CLINTON AND UNION STREETS, 8.2
 GD0521'FEET NORTH OF SOUTH EDGE OF SIDE WALK ON CLINTON STREET, 10 FEET
 GD0521'EAST OF WEST EDGE OF SIDE WALK ON UNION STREET, A 3/4 INCH
 GD0521'SQUARE CUT IN STEEL WINDOW SILL, IN THE TOP OF SOUTHWEST CORNER
 GD0521'OF WEST END OF ABANDONED STEEL WINDOW SILL AND 2 FEET ABOVE LEVEL
 GD0521'OF STREET.  NOTE-- FACE OF BUILDING HAS BEEN REMODELED, MARK
 GD0521'MOST LIKELY DESTROYED DURNING THE WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0663 ***********************************************************************
 HZ0663  DESIGNATION -  15 EOM 940
 HZ0663  PID         -  HZ0663
 HZ0663  STATE/COUNTY-  KY/BOONE
 HZ0663  USGS QUAD   -  INDEPENDENCE (1981)
 HZ0663
 HZ0663                         *CURRENT SURVEY CONTROL
 HZ0663  ___________________________________________________________________
 HZ0663* NAD 83(1986)-  38 57 26.     (N)    084 37 00.     (W)     SCALED    
 HZ0663* NAVD 88     -       286.330  (meters)     939.40   (feet)  ADJUSTED  
 HZ0663  ___________________________________________________________________
 HZ0663  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HZ0663  DYNAMIC HT  -         286.145 (meters)     938.79  (feet)  COMP
 HZ0663  MODELED GRAV-     979,974.6   (mgal)                       NAVD 88
 HZ0663
 HZ0663  VERT ORDER  -  FIRST     CLASS II
 HZ0663
 HZ0663.The horizontal coordinates were scaled from a topographic map and have
 HZ0663.an estimated accuracy of +/- 6 seconds.
 HZ0663
 HZ0663.The orthometric height was determined by differential leveling
 HZ0663.and adjusted by the National Geodetic Survey in June 1991..
 HZ0663.WARNING-Repeat measurements at this control monument indicate possible
 HZ0663.vertical movement.
 HZ0663
 HZ0663.The geoid height was determined by GEOID03.
 HZ0663
 HZ0663.The dynamic height is computed by dividing the NAVD 88
 HZ0663.geopotential number by the normal gravity value computed on the
 HZ0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0663.degrees latitude (g = 980.6199 gals.).
 HZ0663
 HZ0663.The modeled gravity was interpolated from observed gravity values.
 HZ0663
 HZ0663;                    North         East    Units  Estimated Accuracy
 HZ0663;SPC KY1Z     - 1,291,820.    1,598,240.      MT  (+/- 180 meters Scaled)
 HZ0663
 HZ0663                          SUPERSEDED SURVEY CONTROL
 HZ0663
 HZ0663  NGVD 29 (??/??/92)  286.55   (m)          940.1    (f) COMPUTED    1 2
 HZ0663
 HZ0663.Superseded values are not recommended for survey control.
 HZ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0663.See file dsdata.txt to determine how the superseded data were derived.
 HZ0663
 HZ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ065147(NAD 83)
 HZ0663_MARKER: DD = SURVEY DISK
 HZ0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0663_SP_SET: CONCRETE POST
 HZ0663_STAMPING: 940 15 EOM 1949
 HZ0663_MARK LOGO: USGS  
 HZ0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0663+STABILITY: SURFACE MOTION
 HZ0663
 HZ0663  HISTORY     - Date     Condition        Report By
 HZ0663  HISTORY     - 1949     MONUMENTED       USGS
 HZ0663  HISTORY     - 1949     GOOD             CGS
 HZ0663  HISTORY     - 1965     GOOD             CGS
 HZ0663  HISTORY     - 1985     GOOD             NGS
 HZ0663  HISTORY     - 1986     GOOD             LOCSUR
 HZ0663
 HZ0663                          STATION DESCRIPTION
 HZ0663
 HZ0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0663'4.4 MI S FROM ERLANGER.
 HZ0663'4.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0663'ERLANGER, ABOUT 0.7 MILE SOUTH OF THE STATION AT DEVON, ABOUT
 HZ0663'0.2 MILE SOUTH OF MILE POST 14, AT A PUBLIC GRAVEL ROAD CROSSING,
 HZ0663'58 FEET SOUTHEAST OF THE CENTER OF THE EAST TRACK CROSSING, 42
 HZ0663'FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 25 FEET SOUTH
 HZ0663'OF A FENCE CORNER, 3 FEET NORTH OF A TELEPHONE POLE, 3.5 FEET
 HZ0663'WEST OF THE R/W FENCE, ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK
 HZ0663'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HZ0663
 HZ0663                          STATION RECOVERY (1965)
 HZ0663
 HZ0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ0663'RECOVERED IN GOOD CONDITION.
 HZ0663
 HZ0663                          STATION RECOVERY (1985)
 HZ0663
 HZ0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0663'RECOVERED IN GOOD CONDITION, THE 1949 DESCRIPTION IS ADEQUATE EXCEPT
 HZ0663'THE TELEPHONE POLE MENTIONED THEREIN NO LONGER EXIST, THE GRAVELED
 HZ0663'ROAD HAS BEEN PAVED AND NAMED EAST MT ZION ROAD.
 HZ0663'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 HZ0663
 HZ0663                          STATION RECOVERY (1986)
 HZ0663
 HZ0663'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 HZ0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1207 ***********************************************************************
 GZ1207  DESIGNATION -  15 RC
 GZ1207  PID         -  GZ1207
 GZ1207  STATE/COUNTY-  KY/CASEY
 GZ1207  USGS QUAD   -  PARKSVILLE (1952)
 GZ1207
 GZ1207                         *CURRENT SURVEY CONTROL
 GZ1207  ___________________________________________________________________
 GZ1207* NAD 83(1986)-  37 30 06.     (N)    084 57 22.     (W)     SCALED    
 GZ1207* NAVD 88     -       276.040  (meters)     905.64   (feet)  ADJUSTED  
 GZ1207  ___________________________________________________________________
 GZ1207  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GZ1207  DYNAMIC HT  -         275.824 (meters)     904.93  (feet)  COMP
 GZ1207  MODELED GRAV-     979,841.2   (mgal)                       NAVD 88
 GZ1207
 GZ1207  VERT ORDER  -  SECOND    CLASS 0
 GZ1207
 GZ1207.The horizontal coordinates were scaled from a topographic map and have
 GZ1207.an estimated accuracy of +/- 6 seconds.
 GZ1207
 GZ1207.The orthometric height was determined by differential leveling
 GZ1207.and adjusted by the National Geodetic Survey in June 1991..
 GZ1207
 GZ1207.The geoid height was determined by GEOID03.
 GZ1207
 GZ1207.The dynamic height is computed by dividing the NAVD 88
 GZ1207.geopotential number by the normal gravity value computed on the
 GZ1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1207.degrees latitude (g = 980.6199 gals.).
 GZ1207
 GZ1207.The modeled gravity was interpolated from observed gravity values.
 GZ1207
 GZ1207;                    North         East    Units  Estimated Accuracy
 GZ1207;SPC KY1Z     - 1,129,960.    1,570,190.      MT  (+/- 180 meters Scaled)
 GZ1207
 GZ1207                          SUPERSEDED SURVEY CONTROL
 GZ1207
 GZ1207  NGVD 29 (??/??/92)  276.177  (m)          906.09   (f) ADJ UNCH    2 0
 GZ1207
 GZ1207.Superseded values are not recommended for survey control.
 GZ1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1207.See file dsdata.txt to determine how the superseded data were derived.
 GZ1207
 GZ1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG806524(NAD 83)
 GZ1207_MARKER: DD = SURVEY DISK
 GZ1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1207_STAMPING: 15 RC 906 1950 906.091
 GZ1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1207+STABILITY: SURFACE MOTION
 GZ1207
 GZ1207  HISTORY     - Date     Condition        Report By
 GZ1207  HISTORY     - 1950     MONUMENTED       USGS
 GZ1207  HISTORY     - 1951     GOOD             NGS
 GZ1207  HISTORY     - 1958     GOOD             NGS
 GZ1207
 GZ1207                          STATION DESCRIPTION
 GZ1207
 GZ1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1207'6.2 MI NE FROM JACKTOWN.
 GZ1207'ABOUT 6.2 MILES NORTHEAST ALONG STATE HIGHWAY 243 FROM THE JUNCTION
 GZ1207'OF STATE HIGHWAY 49 AT JACKTOWN, ABOUT 0.1 MILE NORTHWEST OF THE
 GZ1207'NORTHWEST END OF A 100-FOOT CONCRETE BRIDGE OVER LITTLE SOUTH FORK,
 GZ1207'33 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17
 GZ1207'FEET WEST OF THE CENTER LINE OF A DRIVE TO A TWO-STORY FARM HOUSE,
 GZ1207'53 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF PORCH OF HOUSE,
 GZ1207'30 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, ABOUT 2 FEET
 GZ1207'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1207'3 INCHES.
 GZ1207
 GZ1207                          STATION RECOVERY (1958)
 GZ1207
 GZ1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0493 ***********************************************************************
 HZ0493  DESIGNATION -  150 JWM
 HZ0493  PID         -  HZ0493
 HZ0493  STATE/COUNTY-  KY/FAYETTE
 HZ0493  USGS QUAD   -  GEORGETOWN (1993)
 HZ0493
 HZ0493                         *CURRENT SURVEY CONTROL
 HZ0493  ___________________________________________________________________
 HZ0493* NAD 83(1986)-  38 07 49.     (N)    084 33 26.     (W)     SCALED    
 HZ0493* NAVD 88     -       290.046  (meters)     951.59   (feet)  ADJUSTED  
 HZ0493  ___________________________________________________________________
 HZ0493  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ0493  DYNAMIC HT  -         289.835 (meters)     950.90  (feet)  COMP
 HZ0493  MODELED GRAV-     979,893.1   (mgal)                       NAVD 88
 HZ0493
 HZ0493  VERT ORDER  -  SECOND    CLASS 0
 HZ0493
 HZ0493.The horizontal coordinates were scaled from a topographic map and have
 HZ0493.an estimated accuracy of +/- 6 seconds.
 HZ0493
 HZ0493.The orthometric height was determined by differential leveling
 HZ0493.and adjusted by the National Geodetic Survey in June 1991..
 HZ0493
 HZ0493.The geoid height was determined by GEOID03.
 HZ0493
 HZ0493.The dynamic height is computed by dividing the NAVD 88
 HZ0493.geopotential number by the normal gravity value computed on the
 HZ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0493.degrees latitude (g = 980.6199 gals.).
 HZ0493
 HZ0493.The modeled gravity was interpolated from observed gravity values.
 HZ0493
 HZ0493;                    North         East    Units  Estimated Accuracy
 HZ0493;SPC KY1Z     - 1,200,100.    1,604,570.      MT  (+/- 180 meters Scaled)
 HZ0493
 HZ0493                          SUPERSEDED SURVEY CONTROL
 HZ0493
 HZ0493  NGVD 29 (??/??/92)  290.209  (m)          952.13   (f) ADJ UNCH    2 0
 HZ0493
 HZ0493.Superseded values are not recommended for survey control.
 HZ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0493.See file dsdata.txt to determine how the superseded data were derived.
 HZ0493
 HZ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH141230(NAD 83)
 HZ0493_MARKER: DB = BENCH MARK DISK
 HZ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0493_STAMPING: 150 JWM 1949 952
 HZ0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0493+STABILITY: SURFACE MOTION
 HZ0493
 HZ0493  HISTORY     - Date     Condition        Report By
 HZ0493  HISTORY     - 1949     MONUMENTED       USGS
 HZ0493  HISTORY     - 1960     GOOD             PAS
 HZ0493
 HZ0493                          STATION DESCRIPTION
 HZ0493
 HZ0493'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0493'6.5 MI NW FROM LEXINGTON.
 HZ0493'ABOUT 6.25 MILES NORTHWEST ALONG U.S. HIGHWAY 421 (W. MAIN ST.)
 HZ0493'FROM THE INTERSECTION OF MAIN STREET AND BROADWAY IN LEXINGTON,
 HZ0493'THENCE ABOUT 2.25 MILES NORTHEAST ALONG YARNALTON ROAD, THENCE ABOUT
 HZ0493'0.95 MILES SOUTHEAST ALONG KEARNEY ROAD, AT A SHARP CURVE IN ROAD,
 HZ0493'17 FEET SOUTHWEST OF CENTER OF ROAD, 3.7 FEET NORTHEAST OF WIRE
 HZ0493'FENCE, 1.6 FEET SOUTHWEST OF TELEPHONE POLE AND ABOUT LEVEL WITH
 HZ0493'ROAD.  A U.S.G.S. BRONZE DISK SET IN THE TOP OF A 6 IN X 6 IN
 HZ0493'CONCRETE POST PROJECTING 2 INCHES AND STAMPED 150 JWM 1949 952.
 HZ0493'BENCH MARK IS 2.9 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2405 ***********************************************************************
 GY2405  DESIGNATION -  1500
 GY2405  PID         -  GY2405
 GY2405  STATE/COUNTY-  KY/JACKSON
 GY2405  USGS QUAD   -  MC KEE (1976)
 GY2405
 GY2405                         *CURRENT SURVEY CONTROL
 GY2405  ___________________________________________________________________
 GY2405* NAD 83(1986)-  37 25 48.     (N)    083 59 52.     (W)     SCALED    
 GY2405* NAVD 88     -       313.757  (meters)    1029.38   (feet)  ADJUSTED  
 GY2405  ___________________________________________________________________
 GY2405  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GY2405  DYNAMIC HT  -         313.509 (meters)    1028.57  (feet)  COMP
 GY2405  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 GY2405
 GY2405  VERT ORDER  -  SECOND    CLASS 0
 GY2405
 GY2405.The horizontal coordinates were scaled from a topographic map and have
 GY2405.an estimated accuracy of +/- 6 seconds.
 GY2405
 GY2405.The orthometric height was determined by differential leveling
 GY2405.and adjusted by the National Geodetic Survey in June 1991..
 GY2405
 GY2405.The geoid height was determined by GEOID03.
 GY2405
 GY2405.The dynamic height is computed by dividing the NAVD 88
 GY2405.geopotential number by the normal gravity value computed on the
 GY2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2405.degrees latitude (g = 980.6199 gals.).
 GY2405
 GY2405.The modeled gravity was interpolated from observed gravity values.
 GY2405
 GY2405;                    North         East    Units  Estimated Accuracy
 GY2405;SPC KY1Z     - 1,123,170.    1,655,070.      MT  (+/- 180 meters Scaled)
 GY2405
 GY2405                          SUPERSEDED SURVEY CONTROL
 GY2405
 GY2405  NGVD 29 (??/??/92)  313.91   (m)         1029.9    (f) COMPUTED    2 0
 GY2405
 GY2405.Superseded values are not recommended for survey control.
 GY2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2405.See file dsdata.txt to determine how the superseded data were derived.
 GY2405
 GY2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB347467(NAD 83)
 GY2405_MARKER: DD = SURVEY DISK
 GY2405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2405_SP_SET: SIDEWALK
 GY2405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2405
 GY2405  HISTORY     - Date     Condition        Report By
 GY2405  HISTORY     - UNK      MONUMENTED       USDA
 GY2405  HISTORY     - 1957     GOOD             NGS
 GY2405
 GY2405                          STATION DESCRIPTION
 GY2405
 GY2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2405'AT MC KEE.
 GY2405'AT MC KEE, JACKSON COUNTY, ON U.S. HIGHWAY 421, 35 YARDS SOUTHEAST
 GY2405'OF THE SOUTHEAST CORNER OF THE COURTHOUSE, DIRECTLY ACROSS THE
 GY2405'STREET FROM THE MC KEE DRUG STORE, 30 FEET NORTH OF THE CENTERLINE
 GY2405'OF THE HIGHWAY, IN THE CONCRETE SIDEWALK, AND LEVEL WITH THE
 GY2405'HIGHWAY.  ORIGINALLY STAMPED 1500.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1690 ***********************************************************************
 GA1690  DESIGNATION -  1510
 GA1690  PID         -  GA1690
 GA1690  STATE/COUNTY-  KY/HARLAN
 GA1690  USGS QUAD   -  LOUELLEN (1982)
 GA1690
 GA1690                         *CURRENT SURVEY CONTROL
 GA1690  ___________________________________________________________________
 GA1690* NAD 83(1986)-  36 54 42.     (N)    083 05 12.     (W)     SCALED    
 GA1690* NAVD 88     -       456.986  (meters)    1499.29   (feet)  ADJUSTED  
 GA1690  ___________________________________________________________________
 GA1690  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1690  DYNAMIC HT  -         456.587 (meters)    1497.99  (feet)  COMP
 GA1690  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 GA1690
 GA1690  VERT ORDER  -  SECOND    CLASS 0
 GA1690
 GA1690.The horizontal coordinates were scaled from a topographic map and have
 GA1690.an estimated accuracy of +/- 6 seconds.
 GA1690
 GA1690.The orthometric height was determined by differential leveling
 GA1690.and adjusted by the National Geodetic Survey in June 1991..
 GA1690
 GA1690.The geoid height was determined by GEOID03.
 GA1690
 GA1690.The dynamic height is computed by dividing the NAVD 88
 GA1690.geopotential number by the normal gravity value computed on the
 GA1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1690.degrees latitude (g = 980.6199 gals.).
 GA1690
 GA1690.The modeled gravity was interpolated from observed gravity values.
 GA1690
 GA1690;                    North         East    Units  Estimated Accuracy
 GA1690;SPC KY1Z     - 1,067,570.    1,737,320.      MT  (+/- 180 meters Scaled)
 GA1690
 GA1690                          SUPERSEDED SURVEY CONTROL
 GA1690
 GA1690  NGVD 29 (??/??/92)  457.129  (m)         1499.76   (f) ADJ UNCH    2 0
 GA1690
 GA1690.Superseded values are not recommended for survey control.
 GA1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1690.See file dsdata.txt to determine how the superseded data were derived.
 GA1690
 GA1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA141871(NAD 83)
 GA1690_MARKER: DD = SURVEY DISK
 GA1690_SETTING: 66 = SET IN ROCK OUTCROP
 GA1690_SP_SET: SET IN ROCK OUTCROP
 GA1690_STAMPING: 1499.764
 GA1690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1690+STABILITY: POSITION/ELEVATION WELL
 GA1690
 GA1690  HISTORY     - Date     Condition        Report By
 GA1690  HISTORY     - UNK      MONUMENTED       USGS
 GA1690  HISTORY     - 1953     GOOD             NGS
 GA1690  HISTORY     - 1956     POOR             NGS
 GA1690
 GA1690                          STATION DESCRIPTION
 GA1690
 GA1690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GA1690'AT LOUELLEN.
 GA1690'AT LOUELLEN, ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 38 FROM
 GA1690'THE SCHOOL AT LOUELLEN, ABOUT 0.1 MILE EAST OF A BRIDGE OVER
 GA1690'FUGITT CREEK, 23 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 GA1690'51 FEET EAST OF NORTH END OF A SWINGING BRIDGE ACROSS CLOVER
 GA1690'FORK LEADING SOUTH TO A 2-STORY TIN HOUSE, IN THE TOP AND 3
 GA1690'FEET NORTH OF THE SOUTH POINT OF A LARGE ROUNDED ROCK PROJECTING
 GA1690'FROM UNDER ROAD INTO CREEK BED OF CLOVER FORK AND ABOUT 3 1/2
 GA1690'FEET BELOW LEVEL OF ROAD.  NOTE-- NOTHING PREVIOUSLY STAMPED
 GA1690'WAS LEGIBLE.
 GA1690
 GA1690                          STATION RECOVERY (1956)
 GA1690
 GA1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1690'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1418 ***********************************************************************
 GZ1418  DESIGNATION -  154 JEM
 GZ1418  PID         -  GZ1418
 GZ1418  STATE/COUNTY-  KY/MARION
 GZ1418  USGS QUAD   -  LEBANON EAST (1994)
 GZ1418
 GZ1418                         *CURRENT SURVEY CONTROL
 GZ1418  ___________________________________________________________________
 GZ1418* NAD 83(1986)-  37 30 27.     (N)    085 11 48.     (W)     SCALED    
 GZ1418* NAVD 88     -       213.608  (meters)     700.81   (feet)  ADJUSTED  
 GZ1418  ___________________________________________________________________
 GZ1418  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 GZ1418  DYNAMIC HT  -         213.439 (meters)     700.26  (feet)  COMP
 GZ1418  MODELED GRAV-     979,835.6   (mgal)                       NAVD 88
 GZ1418
 GZ1418  VERT ORDER  -  SECOND    CLASS 0
 GZ1418
 GZ1418.The horizontal coordinates were scaled from a topographic map and have
 GZ1418.an estimated accuracy of +/- 6 seconds.
 GZ1418
 GZ1418.The orthometric height was determined by differential leveling
 GZ1418.and adjusted by the National Geodetic Survey in June 1991..
 GZ1418
 GZ1418.The geoid height was determined by GEOID03.
 GZ1418
 GZ1418.The dynamic height is computed by dividing the NAVD 88
 GZ1418.geopotential number by the normal gravity value computed on the
 GZ1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1418.degrees latitude (g = 980.6199 gals.).
 GZ1418
 GZ1418.The modeled gravity was interpolated from observed gravity values.
 GZ1418
 GZ1418;                    North         East    Units  Estimated Accuracy
 GZ1418;SPC KY1Z     - 1,130,460.    1,548,920.      MT  (+/- 180 meters Scaled)
 GZ1418
 GZ1418                          SUPERSEDED SURVEY CONTROL
 GZ1418
 GZ1418  NGVD 29 (??/??/92)  213.747  (m)          701.27   (f) ADJ UNCH    2 0
 GZ1418
 GZ1418.Superseded values are not recommended for survey control.
 GZ1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1418.See file dsdata.txt to determine how the superseded data were derived.
 GZ1418
 GZ1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG593527(NAD 83)
 GZ1418_MARKER: DD = SURVEY DISK
 GZ1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1418_STAMPING: 154 JEM 701 1950 701.268
 GZ1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1418+STABILITY: SURFACE MOTION
 GZ1418
 GZ1418  HISTORY     - Date     Condition        Report By
 GZ1418  HISTORY     - 1950     MONUMENTED       USGS
 GZ1418  HISTORY     - 1951     GOOD             NGS
 GZ1418  HISTORY     - 1958     GOOD             NGS
 GZ1418  HISTORY     - 1983     GOOD             KYDT
 GZ1418  HISTORY     - 1984     GOOD             KYDT
 GZ1418
 GZ1418                          STATION DESCRIPTION
 GZ1418
 GZ1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1418'3.5 MI NW FROM BRADFORDSVILLE.
 GZ1418'ABOUT 3.5 MILES NORTHWEST ALONG STATE HIGHWAY 49 FROM THE SCHOOL
 GZ1418'AT BRADFORDSVILLE, ABOUT 0.3 MILE SOUTHEAST OF A NARROW BRIDGE
 GZ1418'OVER POPE CREEK, ABOUT 0.95 MILE NORTHWEST OF A BRIDGE OVER
 GZ1418'ROLLING FORK, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST,
 GZ1418'29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 58 FEET SOUTH
 GZ1418'OF THE CENTER LINE OF ROAD WEST, 3 FEET WEST OF A TELEPHONE POLE,
 GZ1418'ABOUT 1/2 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GZ1418'POST PROJECTING 5 INCHES.
 GZ1418
 GZ1418                          STATION RECOVERY (1958)
 GZ1418
 GZ1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1418'RECOVERED IN GOOD CONDITION.
 GZ1418
 GZ1418                          STATION RECOVERY (1983)
 GZ1418
 GZ1418'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1418'RECOVERED IN GOOD CONDITION.
 GZ1418
 GZ1418                          STATION RECOVERY (1984)
 GZ1418
 GZ1418'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1010 ***********************************************************************
 HA1010  DESIGNATION -  155
 HA1010  PID         -  HA1010
 HA1010  STATE/COUNTY-  KY/HENDERSON
 HA1010  USGS QUAD   -  HENDERSON (1993)
 HA1010
 HA1010                         *CURRENT SURVEY CONTROL
 HA1010  ___________________________________________________________________
 HA1010* NAD 83(1986)-  37 50 16.     (N)    087 35 35.     (W)     SCALED    
 HA1010* NAVD 88     -       119.915  (meters)     393.42   (feet)  ADJUSTED  
 HA1010  ___________________________________________________________________
 HA1010  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HA1010  DYNAMIC HT  -         119.833 (meters)     393.15  (feet)  COMP
 HA1010  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 HA1010
 HA1010  VERT ORDER  -  FIRST     CLASS II
 HA1010
 HA1010.The horizontal coordinates were scaled from a topographic map and have
 HA1010.an estimated accuracy of +/- 6 seconds.
 HA1010
 HA1010.The orthometric height was determined by differential leveling
 HA1010.and adjusted by the National Geodetic Survey in June 1991..
 HA1010.WARNING-Repeat measurements at this control monument indicate possible
 HA1010.vertical movement.
 HA1010
 HA1010.The geoid height was determined by GEOID03.
 HA1010
 HA1010.The dynamic height is computed by dividing the NAVD 88
 HA1010.geopotential number by the normal gravity value computed on the
 HA1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1010.degrees latitude (g = 980.6199 gals.).
 HA1010
 HA1010.The modeled gravity was interpolated from observed gravity values.
 HA1010
 HA1010;                    North         East    Units  Estimated Accuracy
 HA1010;SPC KY1Z     - 1,168,570.    1,337,790.      MT  (+/- 180 meters Scaled)
 HA1010
 HA1010                          SUPERSEDED SURVEY CONTROL
 HA1010
 HA1010  NGVD 29 (??/??/92)  120.016  (m)          393.75   (f) ADJ UNCH    1 2
 HA1010
 HA1010.Superseded values are not recommended for survey control.
 HA1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1010.See file dsdata.txt to determine how the superseded data were derived.
 HA1010
 HA1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG478879(NAD 83)
 HA1010_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA1010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA1010_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1010
 HA1010  HISTORY     - Date     Condition        Report By
 HA1010  HISTORY     - UNK      MONUMENTED       DOD
 HA1010  HISTORY     - 1969     GOOD             NGS
 HA1010  HISTORY     - 1985     MARK NOT FOUND   NGS
 HA1010
 HA1010                          STATION DESCRIPTION
 HA1010
 HA1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 HA1010'AT HENDERSON.
 HA1010'THIS MARK WAS RECOVERE ABOUT 4 INCHES BELOW THE SURFACE OF THE
 HA1010'LAWN AND THE DISK WAS SO HEAVILY CORRODED THAT NO STAMPING COULD
 HA1010'BE DISTINGUISHED.  THE MARK IS IN THE SOUTHWEST CORNER OF THE
 HA1010'CITY PARK ABOUT 0.1 OF A MILE WEST OF THE HENDERSON COUNTY
 HA1010'COURTHOUSE, 40 FEET NORTH OF THE NORTH CURB OF WASHINGTON
 HA1010'STREET, 31 FEET EAST OF THE EAST CURB OF S. MAIN STREET, 12
 HA1010'FEET NORTH OF THE APPROXIMATE CENTER OF AN 8-FOOT WIDE
 HA1010'CONCRETE SIDEWALK, AND 11 FEET NORTHEAST OF A 48-INCH ELM TREE.
 HA1010'IT IS A BRASS CAP ON A 4-INCH IRON PIPE.  DUE TO THE MARKS
 HA1010'LOCATION IN A LAWN AREA IN THE PARK, NO WITNESS POST WAS SET.
 HA1010
 HA1010                          STATION RECOVERY (1985)
 HA1010
 HA1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1570 ***********************************************************************
 GZ1570  DESIGNATION -  155 JEM
 GZ1570  PID         -  GZ1570
 GZ1570  STATE/COUNTY-  KY/MARION
 GZ1570  USGS QUAD   -  BRADFORDSVILLE (1952)
 GZ1570
 GZ1570                         *CURRENT SURVEY CONTROL
 GZ1570  ___________________________________________________________________
 GZ1570* NAD 83(1986)-  37 29 29.     (N)    085 09 33.     (W)     SCALED    
 GZ1570* NAVD 88     -       201.629  (meters)     661.51   (feet)  ADJUSTED  
 GZ1570  ___________________________________________________________________
 GZ1570  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 GZ1570  DYNAMIC HT  -         201.471 (meters)     660.99  (feet)  COMP
 GZ1570  MODELED GRAV-     979,841.3   (mgal)                       NAVD 88
 GZ1570
 GZ1570  VERT ORDER  -  SECOND    CLASS 0
 GZ1570
 GZ1570.The horizontal coordinates were scaled from a topographic map and have
 GZ1570.an estimated accuracy of +/- 6 seconds.
 GZ1570
 GZ1570.The orthometric height was determined by differential leveling
 GZ1570.and adjusted by the National Geodetic Survey in June 1991..
 GZ1570
 GZ1570.The geoid height was determined by GEOID03.
 GZ1570
 GZ1570.The dynamic height is computed by dividing the NAVD 88
 GZ1570.geopotential number by the normal gravity value computed on the
 GZ1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1570.degrees latitude (g = 980.6199 gals.).
 GZ1570
 GZ1570.The modeled gravity was interpolated from observed gravity values.
 GZ1570
 GZ1570;                    North         East    Units  Estimated Accuracy
 GZ1570;SPC KY1Z     - 1,128,690.    1,552,250.      MT  (+/- 180 meters Scaled)
 GZ1570
 GZ1570                          SUPERSEDED SURVEY CONTROL
 GZ1570
 GZ1570  NGVD 29 (??/??/92)  201.771  (m)          661.98   (f) ADJ UNCH    2 0
 GZ1570
 GZ1570.Superseded values are not recommended for survey control.
 GZ1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1570.See file dsdata.txt to determine how the superseded data were derived.
 GZ1570
 GZ1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG627509(NAD 83)
 GZ1570_MARKER: DD = SURVEY DISK
 GZ1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1570_STAMPING: 155 JEM 662 1950 661.977
 GZ1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1570+STABILITY: SURFACE MOTION
 GZ1570
 GZ1570  HISTORY     - Date     Condition        Report By
 GZ1570  HISTORY     - 1950     MONUMENTED       CGS
 GZ1570  HISTORY     - 1951     GOOD             NGS
 GZ1570  HISTORY     - 1958     GOOD             NGS
 GZ1570  HISTORY     - 1983     MARK NOT FOUND   KYDT
 GZ1570
 GZ1570                          STATION DESCRIPTION
 GZ1570
 GZ1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1570'0.6 MI NW FROM BRADFORDSVILLE.
 GZ1570'ABOUT 0.65 MILE NORTHWEST ALONG STATE HIGHWAY 49 FROM THE SCHOOL
 GZ1570'AT BRADFORDSVILLE, ABOUT 0.65 MILE SOUTHEAST OF THE JUNCTION OF
 GZ1570'STATE HIGHWAY 337, 182 FEET EAST OF THE SOUTHEAST CORNER OF A ONE
 GZ1570'LANE BRIDGE ACROSS SOUTH ROLLING FORK, 28 FEET SOUTH OF THE CENTER
 GZ1570'LINE OF THE HIGHWAY, 27 FEET EAST OF THE CENTER LINE OF A ROAD
 GZ1570'SOUTH, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 GZ1570'FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ1570'PROJECTING 3 INCHES.  NOTE-- MARK IS ALSO 2.5 FEET WEST OF A
 GZ1570'TELEPHONE POLE.
 GZ1570
 GZ1570                          STATION RECOVERY (1958)
 GZ1570
 GZ1570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1570'RECOVERED IN GOOD CONDITION.
 GZ1570
 GZ1570                          STATION RECOVERY (1983)
 GZ1570
 GZ1570'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0994 ***********************************************************************
 GD0994  DESIGNATION -  155+00
 GD0994  PID         -  GD0994
 GD0994  STATE/COUNTY-  KY/FULTON
 GD0994  USGS QUAD   -  NEW MADRID (1971)
 GD0994
 GD0994                         *CURRENT SURVEY CONTROL
 GD0994  ___________________________________________________________________
 GD0994* NAD 83(1986)-  36 33 50.     (N)    089 30 48.     (W)     SCALED    
 GD0994* NAVD 88     -        90.738  (meters)     297.70   (feet)  POSTED    
 GD0994  ___________________________________________________________________
 GD0994  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GD0994  DYNAMIC HT  -          90.670 (meters)     297.47  (feet)  COMP
 GD0994  MODELED GRAV-     979,838.9   (mgal)                       NAVD 88
 GD0994
 GD0994  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GD0994
 GD0994.The horizontal coordinates were scaled from a topographic map and have
 GD0994.an estimated accuracy of +/- 6 seconds.
 GD0994
 GD0994.The orthometric height was determined by differential leveling
 GD0994.and adjusted by the National Geodetic Survey in 1992..
 GD0994.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GD0994.rate of 4.1 thru 8.0 mm/km.
 GD0994
 GD0994.The geoid height was determined by GEOID03.
 GD0994
 GD0994.The dynamic height is computed by dividing the NAVD 88
 GD0994.geopotential number by the normal gravity value computed on the
 GD0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0994.degrees latitude (g = 980.6199 gals.).
 GD0994
 GD0994.The modeled gravity was interpolated from observed gravity values.
 GD0994
 GD0994;                    North         East    Units  Estimated Accuracy
 GD0994;SPC KY1Z     - 1,032,380.    1,163,150.      MT  (+/- 180 meters Scaled)
 GD0994
 GD0994                          SUPERSEDED SURVEY CONTROL
 GD0994
 GD0994  NGVD 29 (??/??/??)   90.635  (m)          297.36   (f) ADJUSTED    2 0
 GD0994
 GD0994.Superseded values are not recommended for survey control.
 GD0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0994.See file dsdata.txt to determine how the superseded data were derived.
 GD0994
 GD0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF750494(NAD 83)
 GD0994_MARKER: P = PIPE CAP
 GD0994_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0994_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0994
 GD0994  HISTORY     - Date     Condition        Report By
 GD0994  HISTORY     - UNK      MONUMENTED       DOD
 GD0994  HISTORY     - 1933     GOOD             CGS
 GD0994
 GD0994                          STATION DESCRIPTION
 GD0994
 GD0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0994'NEAR NEW MADRID.
 GD0994'IN FULTON COUNTY, ACROSS MISSISSIPPI RIVER FROM NEW MADRID,
 GD0994'NEW MADRID COUNTY, MISSOURI, 10.8 MILES NORTH ALONG THE
 GD0994'TIPTONVILLE-NEW MADRID FERRY ROAD FROM THE SCHOOL BUILDING AT
 GD0994'CATES, LAKE COUNTY, TENNESSEE, ON A U.S. ARMY ENGINEER BASE-LINE,
 GD0994'AT STATION 155+00, 0.7 MILE EAST OF RANGE LIGHT 71+5, OPPOSITE
 GD0994'THE SOUTH END OF A DIKE, AT A CLEARING, AND 100 YARDS SOUTH OF
 GD0994'THE EDGE OF MISSISSIPPI RIVER.  A CORPS OF ENGINEERS, U.S. ARMY,
 GD0994'STANDARD CAP, RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 1
 GD0994'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1411 ***********************************************************************
 GZ1411  DESIGNATION -  156 JEM
 GZ1411  PID         -  GZ1411
 GZ1411  STATE/COUNTY-  KY/MARION
 GZ1411  USGS QUAD   -  LEBANON EAST (1994)
 GZ1411
 GZ1411                         *CURRENT SURVEY CONTROL
 GZ1411  ___________________________________________________________________
 GZ1411* NAD 83(1986)-  37 30 18.     (N)    085 07 55.     (W)     SCALED    
 GZ1411* NAVD 88     -       209.347  (meters)     686.83   (feet)  ADJUSTED  
 GZ1411  ___________________________________________________________________
 GZ1411  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GZ1411  DYNAMIC HT  -         209.182 (meters)     686.29  (feet)  COMP
 GZ1411  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 GZ1411
 GZ1411  VERT ORDER  -  SECOND    CLASS 0
 GZ1411
 GZ1411.The horizontal coordinates were scaled from a topographic map and have
 GZ1411.an estimated accuracy of +/- 6 seconds.
 GZ1411
 GZ1411.The orthometric height was determined by differential leveling
 GZ1411.and adjusted by the National Geodetic Survey in June 1991..
 GZ1411
 GZ1411.The geoid height was determined by GEOID03.
 GZ1411
 GZ1411.The dynamic height is computed by dividing the NAVD 88
 GZ1411.geopotential number by the normal gravity value computed on the
 GZ1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1411.degrees latitude (g = 980.6199 gals.).
 GZ1411
 GZ1411.The modeled gravity was interpolated from observed gravity values.
 GZ1411
 GZ1411;                    North         East    Units  Estimated Accuracy
 GZ1411;SPC KY1Z     - 1,130,220.    1,554,640.      MT  (+/- 180 meters Scaled)
 GZ1411
 GZ1411                          SUPERSEDED SURVEY CONTROL
 GZ1411
 GZ1411  NGVD 29 (??/??/92)  209.488  (m)          687.30   (f) ADJ UNCH    2 0
 GZ1411
 GZ1411.Superseded values are not recommended for survey control.
 GZ1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1411.See file dsdata.txt to determine how the superseded data were derived.
 GZ1411
 GZ1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG651525(NAD 83)
 GZ1411_MARKER: DD = SURVEY DISK
 GZ1411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1411_SP_SET: BRIDGE
 GZ1411_STAMPING: 156 JEM 1950 687.295
 GZ1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1411
 GZ1411  HISTORY     - Date     Condition        Report By
 GZ1411  HISTORY     - 1950     MONUMENTED       USGS
 GZ1411  HISTORY     - 1958     POOR             NGS
 GZ1411  HISTORY     - 1983     GOOD             KYDT
 GZ1411  HISTORY     - 1984     GOOD             KYDT
 GZ1411
 GZ1411                          STATION DESCRIPTION
 GZ1411
 GZ1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ1411'1.2 MI NE FROM BRADFORDSVILLE.
 GZ1411'1.15 MILES NORTHEAST ALONG STATE HIGHWAY 337 FROM THE JUNCTION
 GZ1411'WITH STATE HIGHWAY 49 AT BRADFORDSVILLE, AT THE JUNCTION OF A
 GZ1411'GRAVEL ROAD NORTH CROSSING THE NORTH FORK OF ROLLING RIVER, ON
 GZ1411'A 130-FOOT STEEL BRIDGE, IN THE NORTHWEST WING WALL OF THE NORTH
 GZ1411'ABUTMENT, 12 FEET WEST OF THE CENTER OF THE ROAD, 6.2 FEET
 GZ1411'NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE AND ACROSS THE BRIDGE
 GZ1411'FROM THE CENTER OF HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF
 GZ1411'GRAVEL ROAD.  G.S. DISK IN DRILL HOLE IN STONE WING WALL.
 GZ1411
 GZ1411                          STATION RECOVERY (1983)
 GZ1411
 GZ1411'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1411'RECOVERED IN GOOD CONDITION.
 GZ1411
 GZ1411                          STATION RECOVERY (1984)
 GZ1411
 GZ1411'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0324 ***********************************************************************
 HZ0324  DESIGNATION -  158 JWM
 HZ0324  PID         -  HZ0324
 HZ0324  STATE/COUNTY-  KY/FAYETTE
 HZ0324  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0324
 HZ0324                         *CURRENT SURVEY CONTROL
 HZ0324  ___________________________________________________________________
 HZ0324* NAD 83(1986)-  38 02 46.     (N)    084 33 36.     (W)     SCALED    
 HZ0324* NAVD 88     -       282.981  (meters)     928.41   (feet)  ADJUSTED  
 HZ0324  ___________________________________________________________________
 HZ0324  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ0324  DYNAMIC HT  -         282.772 (meters)     927.73  (feet)  COMP
 HZ0324  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 HZ0324
 HZ0324  VERT ORDER  -  FIRST     CLASS II
 HZ0324
 HZ0324.The horizontal coordinates were scaled from a topographic map and have
 HZ0324.an estimated accuracy of +/- 6 seconds.
 HZ0324
 HZ0324.The orthometric height was determined by differential leveling
 HZ0324.and adjusted by the National Geodetic Survey in June 1991..
 HZ0324
 HZ0324.The geoid height was determined by GEOID03.
 HZ0324
 HZ0324.The dynamic height is computed by dividing the NAVD 88
 HZ0324.geopotential number by the normal gravity value computed on the
 HZ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0324.degrees latitude (g = 980.6199 gals.).
 HZ0324
 HZ0324.The modeled gravity was interpolated from observed gravity values.
 HZ0324
 HZ0324;                    North         East    Units  Estimated Accuracy
 HZ0324;SPC KY1Z     - 1,190,760.    1,604,440.      MT  (+/- 180 meters Scaled)
 HZ0324
 HZ0324                          SUPERSEDED SURVEY CONTROL
 HZ0324
 HZ0324  NGVD 29 (??/??/92)  283.136  (m)          928.92   (f) ADJ UNCH    1 2
 HZ0324
 HZ0324.Superseded values are not recommended for survey control.
 HZ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0324.See file dsdata.txt to determine how the superseded data were derived.
 HZ0324
 HZ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH141137(NAD 83)
 HZ0324_MARKER: DD = SURVEY DISK
 HZ0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0324_STAMPING: 158 JWM 1949 929 928.922
 HZ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0324+STABILITY: SURFACE MOTION
 HZ0324
 HZ0324  HISTORY     - Date     Condition        Report By
 HZ0324  HISTORY     - 1949     MONUMENTED       USGS
 HZ0324  HISTORY     - 1950     GOOD             NGS
 HZ0324  HISTORY     - 1958     GOOD             NGS
 HZ0324
 HZ0324                          STATION DESCRIPTION
 HZ0324
 HZ0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ0324'2.4 MI W FROM LEXINGTON.
 HZ0324'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 60 FROM ITS OVERPASS OVER
 HZ0324'THE SOUTHERN RAILWAY AT LEXINGTON, AT THE JUNCTION OF VILEY ROAD,
 HZ0324'83 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET WEST
 HZ0324'OF THE CENTER LINE OF VILEY ROAD, 3 1/2 FEET EAST OF A FENCE LINE,
 HZ0324'2 1/2 FEET EAST OF A TELEPHONE POLE, 27 FEET SOUTH OF A TWIN TRUNKED
 HZ0324'TREE, ABOUT 3 FEET ABOVE THE LEVEL OF VILEY ROAD, AND SET IN THE
 HZ0324'TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- DISK IS SLIGHTLY
 HZ0324'SLANTING.  ROD HELD ON HIGH POINT OF DISK.
 HZ0324
 HZ0324                          STATION RECOVERY (1958)
 HZ0324
 HZ0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0998 ***********************************************************************
 GY0998  DESIGNATION -  1585
 GY0998  PID         -  GY0998
 GY0998  STATE/COUNTY-  KY/LETCHER
 GY0998  USGS QUAD   -  WHITESBURG (1978)
 GY0998
 GY0998                         *CURRENT SURVEY CONTROL
 GY0998  ___________________________________________________________________
 GY0998* NAD 83(1986)-  37 02 04.     (N)    082 51 01.     (W)     SCALED    
 GY0998* NAVD 88     -       482.937  (meters)    1584.44   (feet)  ADJUSTED  
 GY0998  ___________________________________________________________________
 GY0998  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GY0998  DYNAMIC HT  -         482.509 (meters)    1583.03  (feet)  COMP
 GY0998  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 GY0998
 GY0998  VERT ORDER  -  SECOND    CLASS 0
 GY0998
 GY0998.The horizontal coordinates were scaled from a topographic map and have
 GY0998.an estimated accuracy of +/- 6 seconds.
 GY0998
 GY0998.The orthometric height was determined by differential leveling
 GY0998.and adjusted by the National Geodetic Survey in June 1991..
 GY0998
 GY0998.The geoid height was determined by GEOID03.
 GY0998
 GY0998.The dynamic height is computed by dividing the NAVD 88
 GY0998.geopotential number by the normal gravity value computed on the
 GY0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0998.degrees latitude (g = 980.6199 gals.).
 GY0998
 GY0998.The modeled gravity was interpolated from observed gravity values.
 GY0998
 GY0998;                    North         East    Units  Estimated Accuracy
 GY0998;SPC KY1Z     - 1,081,820.    1,757,950.      MT  (+/- 180 meters Scaled)
 GY0998
 GY0998                          SUPERSEDED SURVEY CONTROL
 GY0998
 GY0998  NGVD 29 (??/??/92)  483.058  (m)         1584.83   (f) ADJ UNCH    2 0
 GY0998
 GY0998.Superseded values are not recommended for survey control.
 GY0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0998.See file dsdata.txt to determine how the superseded data were derived.
 GY0998
 GY0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB354002(NAD 83)
 GY0998_MARKER: DD = SURVEY DISK
 GY0998_SETTING: 66 = SET IN ROCK OUTCROP
 GY0998_SP_SET: ROCK LEDGE
 GY0998_STAMPING: 1584.833
 GY0998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0998+STABILITY: POSITION/ELEVATION WELL
 GY0998
 GY0998  HISTORY     - Date     Condition        Report By
 GY0998  HISTORY     - UNK      MONUMENTED       USGS
 GY0998  HISTORY     - 1953     GOOD             NGS
 GY0998  HISTORY     - 1956     GOOD             USGS
 GY0998
 GY0998                          STATION DESCRIPTION
 GY0998
 GY0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GY0998'4.2 MI SW FROM OVEN FORK.
 GY0998'4.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION OF
 GY0998'STATE HIGHWAY 806 LEADING SOUTH TO EOLIA AT OVEN FORK, 41 FEET
 GY0998'NORTHWEST OF CENTER LINE OF HIGHWAY, 33 1/2 FEET WEST-SOUTHWEST
 GY0998'OF SOUTH CORNER OF CONCRETE BLOCK PILLAR SUPPORTING SERVICE STATION
 GY0998'CANOPY, IN THE TOP OF A ROCK LEDGE, 118 FEET SOUTHWEST OF
 GY0998'SOUTHWEST END OF NORTHWEST HEAD WALL OF AN 8-FOOT CONCRETE CULVERT
 GY0998'OVER LITTLE JOE DAY BRANCH, AND ABOUT 3 FEET ABOVE LEVEL OF
 GY0998'HIGHWAY.
 GY0998
 GY0998                          STATION RECOVERY (1956)
 GY0998
 GY0998'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GY0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1236 ***********************************************************************
 GZ1236  DESIGNATION -  16 PRIME
 GZ1236  PID         -  GZ1236
 GZ1236  STATE/COUNTY-  KY/JESSAMINE
 GZ1236  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1236
 GZ1236                         *CURRENT SURVEY CONTROL
 GZ1236  ___________________________________________________________________
 GZ1236* NAD 83(1986)-  37 53 05.     (N)    084 34 39.     (W)     SCALED    
 GZ1236* NAVD 88     -       289.321  (meters)     949.21   (feet)  ADJUSTED  
 GZ1236  ___________________________________________________________________
 GZ1236  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GZ1236  DYNAMIC HT  -         289.103 (meters)     948.50  (feet)  COMP
 GZ1236  MODELED GRAV-     979,868.0   (mgal)                       NAVD 88
 GZ1236
 GZ1236  VERT ORDER  -  FIRST     CLASS II
 GZ1236
 GZ1236.The horizontal coordinates were scaled from a topographic map and have
 GZ1236.an estimated accuracy of +/- 6 seconds.
 GZ1236
 GZ1236.The orthometric height was determined by differential leveling
 GZ1236.and adjusted by the National Geodetic Survey in June 1991..
 GZ1236
 GZ1236.The geoid height was determined by GEOID03.
 GZ1236
 GZ1236.The dynamic height is computed by dividing the NAVD 88
 GZ1236.geopotential number by the normal gravity value computed on the
 GZ1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1236.degrees latitude (g = 980.6199 gals.).
 GZ1236
 GZ1236.The modeled gravity was interpolated from observed gravity values.
 GZ1236
 GZ1236;                    North         East    Units  Estimated Accuracy
 GZ1236;SPC KY1Z     - 1,172,830.    1,603,130.      MT  (+/- 180 meters Scaled)
 GZ1236
 GZ1236                          SUPERSEDED SURVEY CONTROL
 GZ1236
 GZ1236  NGVD 29 (??/??/92)  289.462  (m)          949.68   (f) ADJ UNCH    1 2
 GZ1236
 GZ1236.Superseded values are not recommended for survey control.
 GZ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1236.See file dsdata.txt to determine how the superseded data were derived.
 GZ1236
 GZ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG130957(NAD 83)
 GZ1236_MARKER: R = RIVET
 GZ1236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1236_SP_SET: CONCRETE RAILING
 GZ1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1236
 GZ1236  HISTORY     - Date     Condition        Report By
 GZ1236  HISTORY     - UNK      MONUMENTED       KYGS
 GZ1236  HISTORY     - 1950     GOOD             NGS
 GZ1236  HISTORY     - 1958     GOOD             NGS
 GZ1236  HISTORY     - 1984     MARK NOT FOUND   NGS
 GZ1236
 GZ1236                          STATION DESCRIPTION
 GZ1236
 GZ1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1236'AT NICHOLASVILLE.
 GZ1236'AT NICHOLASVILLE, ALONG THE SOUTHERN RAILWAY, SET IN THE TOP OF
 GZ1236'THE SOUTHEAST CONCRETE RAILING AROUND LOADING RAMP OF STATION,
 GZ1236'DIRECTLY OVER THE SOUTHEAST END OF A 12-INCH PIPE CULVERT,
 GZ1236'164 1/2 FEET SOUTH-SOUTHWEST AND ACROSS THE TRACKS FROM MILE
 GZ1236'POST 93, 101 FEET SOUTHWEST OF THE WEST CORNER OF THE PASSENGER
 GZ1236'STATION, 26 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 GZ1236'TRACK, 26 FEET NORTHWEST OF TELEPHONE POLE NO 1 G, 22 1/2 FEET
 GZ1236'NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE RAILING AND ABOUT
 GZ1236'LEVEL WITH THE TRACKS.  NOTE-- MARK SHOULD BE USED WITH CAUTION
 GZ1236'AS IT IS SET IN A POOR STRUCTURE.  HOWEVER THE RAILING SEEMS TO
 GZ1236'BE SOLID ENOUGH.
 GZ1236
 GZ1236                          STATION RECOVERY (1958)
 GZ1236
 GZ1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1236'RECOVERED IN GOOD CONDITION.
 GZ1236
 GZ1236                          STATION RECOVERY (1984)
 GZ1236
 GZ1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ1236'NOT RECOVERED AS THE STATION HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1335 ***********************************************************************
 GZ1335  DESIGNATION -  16 RC
 GZ1335  PID         -  GZ1335
 GZ1335  STATE/COUNTY-  KY/CASEY
 GZ1335  USGS QUAD   -  PARKSVILLE (1952)
 GZ1335
 GZ1335                         *CURRENT SURVEY CONTROL
 GZ1335  ___________________________________________________________________
 GZ1335* NAD 83(1986)-  37 30 05.     (N)    084 55 09.     (W)     SCALED    
 GZ1335* NAVD 88     -       300.875  (meters)     987.12   (feet)  ADJUSTED  
 GZ1335  ___________________________________________________________________
 GZ1335  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GZ1335  DYNAMIC HT  -         300.640 (meters)     986.35  (feet)  COMP
 GZ1335  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 GZ1335
 GZ1335  VERT ORDER  -  SECOND    CLASS 0
 GZ1335
 GZ1335.The horizontal coordinates were scaled from a topographic map and have
 GZ1335.an estimated accuracy of +/- 6 seconds.
 GZ1335
 GZ1335.The orthometric height was determined by differential leveling
 GZ1335.and adjusted by the National Geodetic Survey in June 1991..
 GZ1335
 GZ1335.The geoid height was determined by GEOID03.
 GZ1335
 GZ1335.The dynamic height is computed by dividing the NAVD 88
 GZ1335.geopotential number by the normal gravity value computed on the
 GZ1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1335.degrees latitude (g = 980.6199 gals.).
 GZ1335
 GZ1335.The modeled gravity was interpolated from observed gravity values.
 GZ1335
 GZ1335;                    North         East    Units  Estimated Accuracy
 GZ1335;SPC KY1Z     - 1,129,960.    1,573,460.      MT  (+/- 180 meters Scaled)
 GZ1335
 GZ1335                          SUPERSEDED SURVEY CONTROL
 GZ1335
 GZ1335  NGVD 29 (??/??/92)  301.012  (m)          987.57   (f) ADJ UNCH    2 0
 GZ1335
 GZ1335.Superseded values are not recommended for survey control.
 GZ1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1335.See file dsdata.txt to determine how the superseded data were derived.
 GZ1335
 GZ1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG839525(NAD 83)
 GZ1335_MARKER: DB = BENCH MARK DISK
 GZ1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1335_STAMPING: 16 RC 988 1950 987.570
 GZ1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1335+STABILITY: SURFACE MOTION
 GZ1335
 GZ1335  HISTORY     - Date     Condition        Report By
 GZ1335  HISTORY     - 1950     MONUMENTED       USGS
 GZ1335  HISTORY     - 1950     GOOD             NGS
 GZ1335  HISTORY     - 1958     GOOD             NGS
 GZ1335
 GZ1335                          STATION DESCRIPTION
 GZ1335
 GZ1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1335'8.3 MI NE FROM JACKTOWN.
 GZ1335'ABOUT 6.1 MILES NORTHEAST ALONG STATE HIGHWAY 243 FROM THE
 GZ1335'JUNCTION OF STATE HIGHWAY 49 AT JACKTOWN, THENCE ABOUT 2.2
 GZ1335'MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 0.4 MILE
 GZ1335'SOUTHEAST OF VALLEY GROVE CHURCH, 72 FEET SOUTH AND ACROSS A
 GZ1335'CREEK BED FROM THE CENTER LINE OF ROAD, ON THE OUTSIDE OF A
 GZ1335'CURVE WITH TANGENTS EXTENDING NORTHWEST AND EAST-SOUTHEAST, 38
 GZ1335'FEET SOUTH OF CENTER OF CREEK, 22 FEET NORTH OF THE NORTHEAST
 GZ1335'CORNER OF A 2-STORY FARM HOUSE, 1 FOOT NORTH OF A BOARD FENCE,
 GZ1335'11 1/2 FEET WEST OF NORTHEAST CORNER OF YARD FENCE, 4 FEET
 GZ1335'WEST-NORTHWEST OF A 20-INCH APPLE TREE, ABOUT 1 FOOT BELOW THE
 GZ1335'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ1335
 GZ1335                          STATION RECOVERY (1958)
 GZ1335
 GZ1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0130 ***********************************************************************
 GD0130  DESIGNATION -  16 USE
 GD0130  PID         -  GD0130
 GD0130  STATE/COUNTY-  KY/MARSHALL
 GD0130  USGS QUAD   -  ELVA (1982)
 GD0130
 GD0130                         *CURRENT SURVEY CONTROL
 GD0130  ___________________________________________________________________
 GD0130* NAD 83(1986)-  36 55 37.     (N)    088 28 19.     (W)     SCALED    
 GD0130* NAVD 88     -       105.197  (meters)     345.13   (feet)  ADJUSTED  
 GD0130  ___________________________________________________________________
 GD0130  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GD0130  DYNAMIC HT  -         105.117 (meters)     344.87  (feet)  COMP
 GD0130  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 GD0130
 GD0130  VERT ORDER  -  FIRST     CLASS II
 GD0130
 GD0130.The horizontal coordinates were scaled from a topographic map and have
 GD0130.an estimated accuracy of +/- 6 seconds.
 GD0130
 GD0130.The orthometric height was determined by differential leveling
 GD0130.and adjusted by the National Geodetic Survey in June 1991..
 GD0130
 GD0130.The geoid height was determined by GEOID03.
 GD0130
 GD0130.The dynamic height is computed by dividing the NAVD 88
 GD0130.geopotential number by the normal gravity value computed on the
 GD0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0130.degrees latitude (g = 980.6199 gals.).
 GD0130
 GD0130.The modeled gravity was interpolated from observed gravity values.
 GD0130
 GD0130;                    North         East    Units  Estimated Accuracy
 GD0130;SPC KY1Z     - 1,069,420.    1,257,510.      MT  (+/- 180 meters Scaled)
 GD0130
 GD0130                          SUPERSEDED SURVEY CONTROL
 GD0130
 GD0130  NGVD 29 (??/??/??)  105.227  (m)          345.23   (f) ADJUSTED    1 2
 GD0130
 GD0130.Superseded values are not recommended for survey control.
 GD0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0130.See file dsdata.txt to determine how the superseded data were derived.
 GD0130
 GD0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF689877(NAD 83)
 GD0130_MARKER: Q = CHISELED SQUARE
 GD0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0130_SP_SET: CULVERT
 GD0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0130
 GD0130  HISTORY     - Date     Condition        Report By
 GD0130  HISTORY     - UNK      MONUMENTED       DOD
 GD0130  HISTORY     - 1951     GOOD             CGS
 GD0130
 GD0130                          STATION DESCRIPTION
 GD0130
 GD0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GD0130'8 MI NW FROM BENTON.
 GD0130'ABOUT 8 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 GD0130'ST. LOUIS RAILWAY FROM THE STATION AT BENTON, MARSHALL COUNTY,
 GD0130'ABOUT 750 FEET SOUTHEAST OF THE STATION AT ELVA, 10-1/2 POLES
 GD0130'SOUTHEAST OF MILEPOST 14, ON THE SOUTHSIDE OF THE TRACK, AT A
 GD0130'CONCRETE CULVERT, AND ON THE TOP OF THE EAST HEADWALL.  A
 GD0130'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0022 ***********************************************************************
 HB0022  DESIGNATION -  162 USE
 HB0022  PID         -  HB0022
 HB0022  STATE/COUNTY-  KY/UNION
 HB0022  USGS QUAD   -  GROVE CENTER (1959)
 HB0022
 HB0022                         *CURRENT SURVEY CONTROL
 HB0022  ___________________________________________________________________
 HB0022* NAD 83(1986)-  37 43 39.     (N)    088 03 43.     (W)     SCALED    
 HB0022* NAVD 88     -       107.981  (meters)     354.27   (feet)  ADJUSTED  
 HB0022  ___________________________________________________________________
 HB0022  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HB0022  DYNAMIC HT  -         107.906 (meters)     354.02  (feet)  COMP
 HB0022  MODELED GRAV-     979,933.7   (mgal)                       NAVD 88
 HB0022
 HB0022  VERT ORDER  -  FIRST     CLASS II
 HB0022
 HB0022.The horizontal coordinates were scaled from a topographic map and have
 HB0022.an estimated accuracy of +/- 6 seconds.
 HB0022
 HB0022.The orthometric height was determined by differential leveling
 HB0022.and adjusted by the National Geodetic Survey in June 1991..
 HB0022
 HB0022.The geoid height was determined by GEOID03.
 HB0022
 HB0022.The dynamic height is computed by dividing the NAVD 88
 HB0022.geopotential number by the normal gravity value computed on the
 HB0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0022.degrees latitude (g = 980.6199 gals.).
 HB0022
 HB0022.The modeled gravity was interpolated from observed gravity values.
 HB0022
 HB0022;                    North         East    Units  Estimated Accuracy
 HB0022;SPC KY1Z     - 1,157,250.    1,296,230.      MT  (+/- 180 meters Scaled)
 HB0022
 HB0022                          SUPERSEDED SURVEY CONTROL
 HB0022
 HB0022  NGVD 29 (??/??/??)  108.082  (m)          354.60   (f) ADJUSTED    1 2
 HB0022
 HB0022.Superseded values are not recommended for survey control.
 HB0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0022.See file dsdata.txt to determine how the superseded data were derived.
 HB0022
 HB0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG064761(NAD 83)
 HB0022_MARKER: DD = SURVEY DISK
 HB0022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0022_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0022_STAMPING: 162
 HB0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0022
 HB0022  HISTORY     - Date     Condition        Report By
 HB0022  HISTORY     - UNK      MONUMENTED       DOD
 HB0022  HISTORY     - 1949     GOOD             CGS
 HB0022
 HB0022                          STATION DESCRIPTION
 HB0022
 HB0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0022'4 MI NE FROM BLACKBURN.
 HB0022'ABOUT 4.0 MILES NORTHEAST ALONG THE OLD RIVER ROAD LEADING TO
 HB0022'RALEIGH AND UNIONTOWN FROM THE JUNCTION OF STATE HIGHWAY 56 AT
 HB0022'BLACKBURN, AT RALEIGH (ALL BUILDINGS HAVE BEEN DESTROYED),
 HB0022'187 FEET SOUTHWEST OF A TURN IN THE ROAD WITH TANGENTS EAST
 HB0022'AND SOUTHWEST, 65 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED
 HB0022'28-INCH BLACK LOCUST TREE, 12 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 HB0022'BANK OF THE OHIO RIVER, 8 1/2 FEET NORTHWEST OF THE CENTER LINE
 HB0022'OF THE ROAD AND PROJECTING 12 INCHES.  NOTE-- MARK IS SUBJECT
 HB0022'TO DISTURBANCE AS IT IS TOO NEAR THE RIVER BANK.  WILL PROBABLY
 HB0022'BE DESTROYED IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1238 ***********************************************************************
 GZ1238  DESIGNATION -  17
 GZ1238  PID         -  GZ1238
 GZ1238  STATE/COUNTY-  KY/JESSAMINE
 GZ1238  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1238
 GZ1238                         *CURRENT SURVEY CONTROL
 GZ1238  ___________________________________________________________________
 GZ1238* NAD 83(1986)-  37 52 54.     (N)    084 35 08.     (W)     SCALED    
 GZ1238* NAVD 88     -       292.491  (meters)     959.61   (feet)  ADJUSTED  
 GZ1238  ___________________________________________________________________
 GZ1238  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GZ1238  DYNAMIC HT  -         292.270 (meters)     958.89  (feet)  COMP
 GZ1238  MODELED GRAV-     979,867.7   (mgal)                       NAVD 88
 GZ1238
 GZ1238  VERT ORDER  -  FIRST     CLASS II
 GZ1238
 GZ1238.The horizontal coordinates were scaled from a topographic map and have
 GZ1238.an estimated accuracy of +/- 6 seconds.
 GZ1238
 GZ1238.The orthometric height was determined by differential leveling
 GZ1238.and adjusted by the National Geodetic Survey in June 1991..
 GZ1238.WARNING-Repeat measurements at this control monument indicate possible
 GZ1238.vertical movement.
 GZ1238
 GZ1238.The geoid height was determined by GEOID03.
 GZ1238
 GZ1238.The dynamic height is computed by dividing the NAVD 88
 GZ1238.geopotential number by the normal gravity value computed on the
 GZ1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1238.degrees latitude (g = 980.6199 gals.).
 GZ1238
 GZ1238.The modeled gravity was interpolated from observed gravity values.
 GZ1238
 GZ1238;                    North         East    Units  Estimated Accuracy
 GZ1238;SPC KY1Z     - 1,172,480.    1,602,430.      MT  (+/- 180 meters Scaled)
 GZ1238
 GZ1238                          SUPERSEDED SURVEY CONTROL
 GZ1238
 GZ1238  NGVD 29 (??/??/92)  292.717  (m)          960.36   (f) ADJ UNCH    1 2
 GZ1238
 GZ1238.Superseded values are not recommended for survey control.
 GZ1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1238.See file dsdata.txt to determine how the superseded data were derived.
 GZ1238
 GZ1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG123954(NAD 83)
 GZ1238_MARKER: DD = SURVEY DISK
 GZ1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1238_SP_SET: CONCRETE POST
 GZ1238_STAMPING: 17 960.356
 GZ1238_MARK LOGO: KYGS  
 GZ1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1238+STABILITY: SURFACE MOTION
 GZ1238
 GZ1238  HISTORY     - Date     Condition        Report By
 GZ1238  HISTORY     - UNK      MONUMENTED       KYGS
 GZ1238  HISTORY     - 1950     GOOD             NGS
 GZ1238  HISTORY     - 1958     GOOD             NGS
 GZ1238  HISTORY     - 1985     GOOD             NGS
 GZ1238
 GZ1238                          STATION DESCRIPTION
 GZ1238
 GZ1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1238'0.6 MI SW FROM NICHOLASVILLE.
 GZ1238'ABOUT 0.55 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1238'STATION AT NICHOLASVILLE, LOCATED ALONG FILL OF THE SOUTHEAST
 GZ1238'APPROACH OF STATE HIGHWAY 29 OVERPASS OVER THE TRACKS, 17 1/2
 GZ1238'FEET SOUTH-SOUTHEAST OF THE SOUTH END OF THE WEST RAILING OF THE
 GZ1238'OVERPASS, 14 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GZ1238'4 1/2 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE PAVEMENT, ABOUT
 GZ1238'25 FEET ABOVE THE LEVEL OF THE TRACK, 1 1/2 FEET SOUTHEAST OF A
 GZ1238'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET
 GZ1238'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ1238
 GZ1238                          STATION RECOVERY (1958)
 GZ1238
 GZ1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1238'RECOVERED IN GOOD CONDITION.
 GZ1238
 GZ1238                          STATION RECOVERY (1985)
 GZ1238
 GZ1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1822 ***********************************************************************
 HY1822  DESIGNATION -  17 ATA
 HY1822  PID         -  HY1822
 HY1822  STATE/COUNTY-  KY/BATH
 HY1822  USGS QUAD   -  PRESTON (1978)
 HY1822
 HY1822                         *CURRENT SURVEY CONTROL
 HY1822  ___________________________________________________________________
 HY1822* NAD 83(1986)-  38 06 44.     (N)    083 48 38.     (W)     SCALED    
 HY1822* NAVD 88     -       228.638  (meters)     750.12   (feet)  ADJUSTED  
 HY1822  ___________________________________________________________________
 HY1822  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HY1822  DYNAMIC HT  -         228.476 (meters)     749.59  (feet)  COMP
 HY1822  MODELED GRAV-     979,915.9   (mgal)                       NAVD 88
 HY1822
 HY1822  VERT ORDER  -  SECOND    CLASS 0
 HY1822
 HY1822.The horizontal coordinates were scaled from a topographic map and have
 HY1822.an estimated accuracy of +/- 6 seconds.
 HY1822
 HY1822.The orthometric height was determined by differential leveling
 HY1822.and adjusted by the National Geodetic Survey in June 1991..
 HY1822
 HY1822.The geoid height was determined by GEOID03.
 HY1822
 HY1822.The dynamic height is computed by dividing the NAVD 88
 HY1822.geopotential number by the normal gravity value computed on the
 HY1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1822.degrees latitude (g = 980.6199 gals.).
 HY1822
 HY1822.The modeled gravity was interpolated from observed gravity values.
 HY1822
 HY1822;                    North         East    Units  Estimated Accuracy
 HY1822;SPC KY1Z     - 1,199,190.    1,670,060.      MT  (+/- 180 meters Scaled)
 HY1822
 HY1822                          SUPERSEDED SURVEY CONTROL
 HY1822
 HY1822  NGVD 29 (??/??/92)  228.795  (m)          750.64   (f) ADJ UNCH    2 0
 HY1822
 HY1822.Superseded values are not recommended for survey control.
 HY1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1822.See file dsdata.txt to determine how the superseded data were derived.
 HY1822
 HY1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC535219(NAD 83)
 HY1822_MARKER: DD = SURVEY DISK
 HY1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1822_STAMPING: 17 ATA 1950 751
 HY1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1822+STABILITY: SURFACE MOTION
 HY1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1822+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 HY1822
 HY1822  HISTORY     - Date     Condition        Report By
 HY1822  HISTORY     - 1950     MONUMENTED       USGS
 HY1822  HISTORY     - 1963     GOOD             PAS
 HY1822  HISTORY     - 20040317 GOOD             KYDT
 HY1822
 HY1822                          STATION DESCRIPTION
 HY1822
 HY1822'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1822'4.2 MI SW FROM OWINGSVILLE.
 HY1822'1.75 MILES WEST ALONG U.S. HIGHWAY NO. 60 FROM THE BATH COUNTY
 HY1822'COURT HOUSE AT OWINGSVILLE, THENCE ABOUT 2.45 MILES SOUTH ALONG
 HY1822'STEPSTONE ROAD, 51 1/2 FEET SOUTHWEST OF COMBINATION POWER AND
 HY1822'TELEPHONE POLE NO. 64, 33 1/2 FEET NORTHWEST AND ACROSS ROAD FROM
 HY1822'A 48-INCH ELM TREE, 29 FEET SOUTHWEST OF FENCE CORNER, 17 FEET
 HY1822'NORTHWEST OF Y-ROAD INTERSECTION, 1.7 FEET WEST OF METAL WITNESS
 HY1822'POST AND SIGN AND 0.7 FOOT NORTHWEST OF WIRE FENCE.  A STANDARD
 HY1822'U.S. GEOLOGICAL SURVEY DISK SET IN TOP OF CONCRETE POST FLUSH
 HY1822'WITH GROUND AND STAMPED 17 ATA 1950 751.
 HY1822
 HY1822                          STATION RECOVERY (2004)
 HY1822
 HY1822'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1822'MARK IS 54.2 FEET NORTHEAST OF NORTHWEST CORNER OF CONCRETE LOW WATER
 HY1822'FORD ON STEPSTONE ROAD, 50.25 FEET SOUTHWEST OF COMBINATION POLE, 1
 HY1822'FOOT WEST OF A FENCE CORNER, 0.5 FOOT NORTHWEST OF BOARD FENCE AND
 HY1822'CARSONITE WITNESS POST AND BURIED 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0752 ***********************************************************************
 GZ0752  DESIGNATION -  17 RC
 GZ0752  PID         -  GZ0752
 GZ0752  STATE/COUNTY-  KY/CASEY
 GZ0752  USGS QUAD   -  ELLISBURG (1987)
 GZ0752
 GZ0752                         *CURRENT SURVEY CONTROL
 GZ0752  ___________________________________________________________________
 GZ0752* NAD 83(1986)-  37 29 22.     (N)    084 53 08.     (W)     SCALED    
 GZ0752* NAVD 88     -       427.026  (meters)    1401.00   (feet)  ADJUSTED  
 GZ0752  ___________________________________________________________________
 GZ0752  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GZ0752  DYNAMIC HT  -         426.693 (meters)    1399.91  (feet)  COMP
 GZ0752  MODELED GRAV-     979,837.7   (mgal)                       NAVD 88
 GZ0752
 GZ0752  VERT ORDER  -  SECOND    CLASS 0
 GZ0752
 GZ0752.The horizontal coordinates were scaled from a topographic map and have
 GZ0752.an estimated accuracy of +/- 6 seconds.
 GZ0752
 GZ0752.The orthometric height was determined by differential leveling
 GZ0752.and adjusted by the National Geodetic Survey in June 1991..
 GZ0752
 GZ0752.The geoid height was determined by GEOID03.
 GZ0752
 GZ0752.The dynamic height is computed by dividing the NAVD 88
 GZ0752.geopotential number by the normal gravity value computed on the
 GZ0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0752.degrees latitude (g = 980.6199 gals.).
 GZ0752
 GZ0752.The modeled gravity was interpolated from observed gravity values.
 GZ0752
 GZ0752;                    North         East    Units  Estimated Accuracy
 GZ0752;SPC KY1Z     - 1,128,660.    1,576,440.      MT  (+/- 180 meters Scaled)
 GZ0752
 GZ0752                          SUPERSEDED SURVEY CONTROL
 GZ0752
 GZ0752  NGVD 29 (??/??/92)  427.162  (m)         1401.45   (f) ADJ UNCH    2 0
 GZ0752
 GZ0752.Superseded values are not recommended for survey control.
 GZ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0752.See file dsdata.txt to determine how the superseded data were derived.
 GZ0752
 GZ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG869512(NAD 83)
 GZ0752_MARKER: DD = SURVEY DISK
 GZ0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0752_STAMPING: 17 RC 1402 1950 1401.447
 GZ0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0752+STABILITY: SURFACE MOTION
 GZ0752
 GZ0752  HISTORY     - Date     Condition        Report By
 GZ0752  HISTORY     - 1950     MONUMENTED       CGS
 GZ0752  HISTORY     - 1951     GOOD             NGS
 GZ0752  HISTORY     - 1958     GOOD             NGS
 GZ0752
 GZ0752                          STATION DESCRIPTION
 GZ0752
 GZ0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ0752'4.4 MI W FROM HUSTONVILLE.
 GZ0752'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 78 FROM THE
 GZ0752'INTERSECTION OF STATE HIGHWAY 35 AT HUSTONVILLE, THENCE ABOUT
 GZ0752'0.7 MILE NORTHWEST AND NORTH ALONG A GRAVEL ROAD, THENCE ABOUT
 GZ0752'2.3 MILES WEST ALONG A GRAVEL ROAD, ABOUT 0.85 MILE WEST OF MAXEY
 GZ0752'VALLEY CHURCH OF GOD, NEAR THE TOP OF A LONG GRADE, ABOUT 30
 GZ0752'YARDS SOUTHEAST OF TOP OF GRADE, 26 FEET NORTHEAST OF THE CENTER
 GZ0752'LINE OF THE ROAD 2 FEET SOUTHWEST OF A WIRE FENCE, 74 FEET SOUTH
 GZ0752'OF THE SOUTH CORNER OF AN OLD 1 1/2-STORY HILL TOP FARM HOUSE,
 GZ0752'2 1/2 FEET SOUTH OF THE SOUTHEAST GATE POST OF GATE TO A PASTURE,
 GZ0752'ABOUT 6 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GZ0752'POST PROJECTING 4 INCHES.
 GZ0752
 GZ0752                          STATION RECOVERY (1958)
 GZ0752
 GZ0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0561 ***********************************************************************
 GD0561  DESIGNATION -  17 W
 GD0561  PID         -  GD0561
 GD0561  STATE/COUNTY-  KY/FULTON
 GD0561  USGS QUAD   -  BONDURANT (1982)
 GD0561
 GD0561                         *CURRENT SURVEY CONTROL
 GD0561  ___________________________________________________________________
 GD0561* NAD 83(1986)-  36 30 36.     (N)    089 20 57.     (W)     SCALED    
 GD0561* NAVD 88     -        89.159  (meters)     292.52   (feet)  ADJUSTED  
 GD0561  ___________________________________________________________________
 GD0561  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0561  DYNAMIC HT  -          89.088 (meters)     292.28  (feet)  COMP
 GD0561  MODELED GRAV-     979,841.8   (mgal)                       NAVD 88
 GD0561
 GD0561  VERT ORDER  -  FIRST     CLASS I
 GD0561
 GD0561.The horizontal coordinates were scaled from a topographic map and have
 GD0561.an estimated accuracy of +/- 6 seconds.
 GD0561
 GD0561.The orthometric height was determined by differential leveling
 GD0561.and adjusted by the National Geodetic Survey in June 1991..
 GD0561
 GD0561.The geoid height was determined by GEOID03.
 GD0561
 GD0561.The dynamic height is computed by dividing the NAVD 88
 GD0561.geopotential number by the normal gravity value computed on the
 GD0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0561.degrees latitude (g = 980.6199 gals.).
 GD0561
 GD0561.The modeled gravity was interpolated from observed gravity values.
 GD0561
 GD0561;                    North         East    Units  Estimated Accuracy
 GD0561;SPC KY1Z     - 1,025,830.    1,177,610.      MT  (+/- 180 meters Scaled)
 GD0561
 GD0561                          SUPERSEDED SURVEY CONTROL
 GD0561
 GD0561  NGVD 29 (??/??/??)   89.093  (m)          292.30   (f) ADJUSTED    1 1
 GD0561
 GD0561.Superseded values are not recommended for survey control.
 GD0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0561.See file dsdata.txt to determine how the superseded data were derived.
 GD0561
 GD0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF896430(NAD 83)
 GD0561_MARKER: P = PIPE CAP
 GD0561_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0561_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0561_STAMPING: TENN 71 W 1921
 GD0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0561+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 GD0561
 GD0561  HISTORY     - Date     Condition        Report By
 GD0561  HISTORY     - 1921     MONUMENTED       USGS
 GD0561  HISTORY     - 1974     GOOD             NGS
 GD0561  HISTORY     - 20010322 MARK NOT FOUND   USGS
 GD0561  HISTORY     - 20020810 MARK NOT FOUND   USACE
 GD0561  HISTORY     - 20030401 GOOD             USACE
 GD0561
 GD0561                          STATION DESCRIPTION
 GD0561
 GD0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0561'0.8 MI SW FROM MILLER.
 GD0561'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 94 FROM ITS
 GD0561'CROSSING WITH ILLINOIS CENTRAL RAILROAD AT THE COMMUNITY OF
 GD0561'MILLER, IN THE NORTHEAST CORNER OF LAWN OF A RED BRICK HOUSE,
 GD0561'ABOUT 0.05 MILE NORTHEAST OF THE JUNCTION OF A GRAVEL ROAD
 GD0561'LEADING NORTHWEST, 91.8 FEET NORTHWEST AND ACROSS TRACKS FROM
 GD0561'THE CENTER LINE OF STATE HIGHWAY 78, 47.5 FEET EAST OF THE EAST
 GD0561'CORNER OF HOUSE, 34.4 FEET EAST-SOUTHEAST OF A 48-INCH OAK TREE,
 GD0561'34.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 FEET ABOVE HIGHWAY.
 GD0561'A PIPE AND CAP PROJECTING 1.3 FEET.  NOTE-- THIS MARK IS
 GD0561'DESIGNATED 17 W ON DESCRIPTION OF U.S.G.S. WORK AND ON QUAD
 GD0561'SHEET, HOWEVER IS STAMPED AS STATED ABOVE.
 GD0561
 GD0561                          STATION RECOVERY (2001)
 GD0561
 GD0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2001 (JMH)
 GD0561'MARK NOT FOUND.
 GD0561
 GD0561                          STATION RECOVERY (2002)
 GD0561
 GD0561'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0561'MARK NOT FOUND.
 GD0561
 GD0561                          STATION RECOVERY (2003)
 GD0561
 GD0561'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 GD0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1663 ***********************************************************************
 GA1663  DESIGNATION -  1756
 GA1663  PID         -  GA1663
 GA1663  STATE/COUNTY-  KY/HARLAN
 GA1663  USGS QUAD   -  NOLANSBURG (1978)
 GA1663
 GA1663                         *CURRENT SURVEY CONTROL
 GA1663  ___________________________________________________________________
 GA1663* NAD 83(1986)-  36 56 59.     (N)    083 11 07.     (W)     SCALED    
 GA1663* NAVD 88     -       534.996  (meters)    1755.23   (feet)  ADJUSTED  
 GA1663  ___________________________________________________________________
 GA1663  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA1663  DYNAMIC HT  -         534.523 (meters)    1753.68  (feet)  COMP
 GA1663  MODELED GRAV-     979,731.5   (mgal)                       NAVD 88
 GA1663
 GA1663  VERT ORDER  -  SECOND    CLASS 0
 GA1663
 GA1663.The horizontal coordinates were scaled from a topographic map and have
 GA1663.an estimated accuracy of +/- 6 seconds.
 GA1663
 GA1663.The orthometric height was determined by differential leveling
 GA1663.and adjusted by the National Geodetic Survey in June 1991..
 GA1663
 GA1663.The geoid height was determined by GEOID03.
 GA1663
 GA1663.The dynamic height is computed by dividing the NAVD 88
 GA1663.geopotential number by the normal gravity value computed on the
 GA1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1663.degrees latitude (g = 980.6199 gals.).
 GA1663
 GA1663.The modeled gravity was interpolated from observed gravity values.
 GA1663
 GA1663;                    North         East    Units  Estimated Accuracy
 GA1663;SPC KY1Z     - 1,071,550.    1,728,420.      MT  (+/- 180 meters Scaled)
 GA1663
 GA1663                          SUPERSEDED SURVEY CONTROL
 GA1663
 GA1663  NGVD 29 (??/??/92)  535.128  (m)         1755.67   (f) ADJ UNCH    2 0
 GA1663
 GA1663.Superseded values are not recommended for survey control.
 GA1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1663.See file dsdata.txt to determine how the superseded data were derived.
 GA1663
 GA1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA054915(NAD 83)
 GA1663_MARKER: DD = SURVEY DISK
 GA1663_SETTING: 66 = SET IN ROCK OUTCROP
 GA1663_SP_SET: OUTCROP
 GA1663_STAMPING: 1756 KY 1916 1755.666
 GA1663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1663+STABILITY: POSITION/ELEVATION WELL
 GA1663
 GA1663  HISTORY     - Date     Condition        Report By
 GA1663  HISTORY     - 1916     MONUMENTED       CGS
 GA1663  HISTORY     - 1952     GOOD             NGS
 GA1663  HISTORY     - 1956     POOR             NGS
 GA1663
 GA1663                          STATION DESCRIPTION
 GA1663
 GA1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GA1663'AT PINE MOUNTAIN.
 GA1663'AT PINE MOUNTAIN, ABOUT 0.15 MILE SOUTHWEST ALONG A GRAVEL ROAD
 GA1663'FROM THE POST OFFICE THENCE ABOUT 100 YARDS EAST ALONG A GRAVEL
 GA1663'ROAD, AT THE ENTRANCE TO PINE MOUNTAIN SETTLEMENT SCHOOL, IN THE
 GA1663'TOP OF A LARGE FLAT OUTCROP OF ROCK, 21 FEET EAST OF CENTER LINE
 GA1663'OF DRIVE TO SCHOOL, 84 FEET SOUTHEAST OF EAST STONE POST AT CATTLE
 GA1663'GUARD ACROSS DRIVE, 36 FEET NORTHWEST OF THE NORTH CORNER OF AN
 GA1663'OLD LOG HOUSE AND ABOUT 3 FEET ABOVE LEVEL OF DRIVE.
 GA1663
 GA1663                          STATION RECOVERY (1956)
 GA1663
 GA1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1663'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0894 ***********************************************************************
 GZ0894  DESIGNATION -  176 JEM
 GZ0894  PID         -  GZ0894
 GZ0894  STATE/COUNTY-  KY/CASEY
 GZ0894  USGS QUAD   -  EUBANK (1976)
 GZ0894
 GZ0894                         *CURRENT SURVEY CONTROL
 GZ0894  ___________________________________________________________________
 GZ0894* NAD 83(1986)-  37 21 42.     (N)    084 43 38.     (W)     SCALED    
 GZ0894* NAVD 88     -       402.661  (meters)    1321.06   (feet)  ADJUSTED  
 GZ0894  ___________________________________________________________________
 GZ0894  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GZ0894  DYNAMIC HT  -         402.337 (meters)    1320.00  (feet)  COMP
 GZ0894  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 GZ0894
 GZ0894  VERT ORDER  -  SECOND    CLASS 0
 GZ0894
 GZ0894.The horizontal coordinates were scaled from a topographic map and have
 GZ0894.an estimated accuracy of +/- 6 seconds.
 GZ0894
 GZ0894.The orthometric height was determined by differential leveling
 GZ0894.and adjusted by the National Geodetic Survey in June 1991..
 GZ0894
 GZ0894.The geoid height was determined by GEOID03.
 GZ0894
 GZ0894.The dynamic height is computed by dividing the NAVD 88
 GZ0894.geopotential number by the normal gravity value computed on the
 GZ0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0894.degrees latitude (g = 980.6199 gals.).
 GZ0894
 GZ0894.The modeled gravity was interpolated from observed gravity values.
 GZ0894
 GZ0894;                    North         East    Units  Estimated Accuracy
 GZ0894;SPC KY1Z     - 1,114,620.    1,590,600.      MT  (+/- 180 meters Scaled)
 GZ0894
 GZ0894                          SUPERSEDED SURVEY CONTROL
 GZ0894
 GZ0894  NGVD 29 (??/??/92)  402.788  (m)         1321.48   (f) ADJ UNCH    2 0
 GZ0894
 GZ0894.Superseded values are not recommended for survey control.
 GZ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0894.See file dsdata.txt to determine how the superseded data were derived.
 GZ0894
 GZ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG012374(NAD 83)
 GZ0894_MARKER: DD = SURVEY DISK
 GZ0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0894_STAMPING: 176 JEM 1322 1951 1321.480
 GZ0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0894+STABILITY: SURFACE MOTION
 GZ0894
 GZ0894  HISTORY     - Date     Condition        Report By
 GZ0894  HISTORY     - 1951     MONUMENTED       USGS
 GZ0894  HISTORY     - 1951     GOOD             NGS
 GZ0894  HISTORY     - 1958     GOOD             NGS
 GZ0894  HISTORY     - 20050510 MARK NOT FOUND   KYDT
 GZ0894
 GZ0894                          STATION DESCRIPTION
 GZ0894
 GZ0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ0894'AT DUNCAN.
 GZ0894'AT DUNCAN, ABOUT 0.1 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM
 GZ0894'LOCUST GROVE BAPTIST CHURCH, 176 FEET SOUTH-SOUTHWEST OF THE
 GZ0894'CENTER OF THE JUNCTION OF A ROAD NORTHWEST, 137 FEET SOUTH OF
 GZ0894'THE SOUTH CORNER OF A WHITE FRAME HOUSE, 24 FEET WEST OF THE
 GZ0894'CENTER LINE OF THE ROAD, 14 FEET NORTH OF THE SOUTH EDGE OF A
 GZ0894'CLEARING AND NORTH EDGE OF A WOODED AREA, 1 1/2 FEET EAST OF A
 GZ0894'WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN
 GZ0894'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 GZ0894
 GZ0894                          STATION RECOVERY (1958)
 GZ0894
 GZ0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0894'RECOVERED IN GOOD CONDITION.
 GZ0894
 GZ0894                          STATION RECOVERY (2005)
 GZ0894
 GZ0894'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0897 ***********************************************************************
 GZ0897  DESIGNATION -  177 JEM
 GZ0897  PID         -  GZ0897
 GZ0897  STATE/COUNTY-  KY/CASEY
 GZ0897  USGS QUAD   -  EUBANK (1976)
 GZ0897
 GZ0897                         *CURRENT SURVEY CONTROL
 GZ0897  ___________________________________________________________________
 GZ0897* NAD 83(1986)-  37 19 52.     (N)    084 43 47.     (W)     SCALED    
 GZ0897* NAVD 88     -       382.504  (meters)    1254.93   (feet)  ADJUSTED  
 GZ0897  ___________________________________________________________________
 GZ0897  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GZ0897  DYNAMIC HT  -         382.194 (meters)    1253.91  (feet)  COMP
 GZ0897  MODELED GRAV-     979,808.7   (mgal)                       NAVD 88
 GZ0897
 GZ0897  VERT ORDER  -  SECOND    CLASS 0
 GZ0897
 GZ0897.The horizontal coordinates were scaled from a topographic map and have
 GZ0897.an estimated accuracy of +/- 6 seconds.
 GZ0897
 GZ0897.The orthometric height was determined by differential leveling
 GZ0897.and adjusted by the National Geodetic Survey in June 1991..
 GZ0897
 GZ0897.The geoid height was determined by GEOID03.
 GZ0897
 GZ0897.The dynamic height is computed by dividing the NAVD 88
 GZ0897.geopotential number by the normal gravity value computed on the
 GZ0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0897.degrees latitude (g = 980.6199 gals.).
 GZ0897
 GZ0897.The modeled gravity was interpolated from observed gravity values.
 GZ0897
 GZ0897;                    North         East    Units  Estimated Accuracy
 GZ0897;SPC KY1Z     - 1,111,230.    1,590,420.      MT  (+/- 180 meters Scaled)
 GZ0897
 GZ0897                          SUPERSEDED SURVEY CONTROL
 GZ0897
 GZ0897  NGVD 29 (??/??/92)  382.632  (m)         1255.35   (f) ADJ UNCH    2 0
 GZ0897
 GZ0897.Superseded values are not recommended for survey control.
 GZ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0897.See file dsdata.txt to determine how the superseded data were derived.
 GZ0897
 GZ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG011340(NAD 83)
 GZ0897_MARKER: DD = SURVEY DISK
 GZ0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0897_STAMPING: 177 JEM 1255 1951 1255.352
 GZ0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0897+STABILITY: SURFACE MOTION
 GZ0897
 GZ0897  HISTORY     - Date     Condition        Report By
 GZ0897  HISTORY     - 1951     MONUMENTED       USGS
 GZ0897  HISTORY     - 1951     GOOD             NGS
 GZ0897  HISTORY     - 1958     POOR             NGS
 GZ0897  HISTORY     - 20050510 MARK NOT FOUND   KYDT
 GZ0897
 GZ0897                          STATION DESCRIPTION
 GZ0897
 GZ0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ0897'2.4 MI S FROM DUNCAN.
 GZ0897'ABOUT 0.3 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM LOCUST GROVE
 GZ0897'BAPTIST CHURCH AT DUNCAN, THENCE ABOUT 2.05 MILES SOUTHEAST AND
 GZ0897'SOUTH ALONG A GRAVEL ROAD, ABOUT 0.7 MILE NORTH OF THE ROAD
 GZ0897'JUNCTION AT WALLTOWN, AT THE JUNCTION OF A ROAD WEST, 164 FEET
 GZ0897'NORTHWEST OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 73
 GZ0897'FEET NORTH OF A FENCE CORNER, 17 1/2 FEET EAST OF THE CENTER
 GZ0897'LINE OF THE ROAD, ABOUT IN LINE WITH THE EXTENDED CENTER LINE
 GZ0897'OF ROAD WEST, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET
 GZ0897'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 GZ0897'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 GZ0897'INCHES.
 GZ0897
 GZ0897                          STATION RECOVERY (1958)
 GZ0897
 GZ0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0897'MARK RECOVERED IN POOR CONDITION.
 GZ0897
 GZ0897                          STATION RECOVERY (2005)
 GZ0897
 GZ0897'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0897'THIS LOCATION HAS BEEN GRADED AND A 1 STORY BRICK HOME BUILT AT THIS
 GZ0897'SITE, LOCATION NOW LEVEL WITH ROAD, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0901 ***********************************************************************
 GZ0901  DESIGNATION -  178 JEM
 GZ0901  PID         -  GZ0901
 GZ0901  STATE/COUNTY-  KY/CASEY
 GZ0901  USGS QUAD   -  EUBANK (1976)
 GZ0901
 GZ0901                         *CURRENT SURVEY CONTROL
 GZ0901  ___________________________________________________________________
 GZ0901* NAD 83(1986)-  37 17 40.     (N)    084 44 43.     (W)     SCALED    
 GZ0901* NAVD 88     -       360.603  (meters)    1183.08   (feet)  ADJUSTED  
 GZ0901  ___________________________________________________________________
 GZ0901  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GZ0901  DYNAMIC HT  -         360.308 (meters)    1182.11  (feet)  COMP
 GZ0901  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 GZ0901
 GZ0901  VERT ORDER  -  SECOND    CLASS 0
 GZ0901
 GZ0901.The horizontal coordinates were scaled from a topographic map and have
 GZ0901.an estimated accuracy of +/- 6 seconds.
 GZ0901
 GZ0901.The orthometric height was determined by differential leveling
 GZ0901.and adjusted by the National Geodetic Survey in June 1991..
 GZ0901
 GZ0901.The geoid height was determined by GEOID03.
 GZ0901
 GZ0901.The dynamic height is computed by dividing the NAVD 88
 GZ0901.geopotential number by the normal gravity value computed on the
 GZ0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0901.degrees latitude (g = 980.6199 gals.).
 GZ0901
 GZ0901.The modeled gravity was interpolated from observed gravity values.
 GZ0901
 GZ0901;                    North         East    Units  Estimated Accuracy
 GZ0901;SPC KY1Z     - 1,107,150.    1,589,080.      MT  (+/- 180 meters Scaled)
 GZ0901
 GZ0901                          SUPERSEDED SURVEY CONTROL
 GZ0901
 GZ0901  NGVD 29 (??/??/92)  360.730  (m)         1183.49   (f) ADJ UNCH    2 0
 GZ0901
 GZ0901.Superseded values are not recommended for survey control.
 GZ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0901.See file dsdata.txt to determine how the superseded data were derived.
 GZ0901
 GZ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG998299(NAD 83)
 GZ0901_MARKER: DD = SURVEY DISK
 GZ0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0901_SP_SET: CULVERT
 GZ0901_STAMPING: 178 JEM 1183 1951 1183.493
 GZ0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0901+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 GZ0901
 GZ0901  HISTORY     - Date     Condition        Report By
 GZ0901  HISTORY     - 1951     MONUMENTED       USGS
 GZ0901  HISTORY     - 1951     GOOD             NGS
 GZ0901  HISTORY     - 1958     GOOD             NGS
 GZ0901  HISTORY     - 20050510 GOOD             KYDT
 GZ0901
 GZ0901                          STATION DESCRIPTION
 GZ0901
 GZ0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ0901'1.7 MI NE FROM HUMPHREY.
 GZ0901'ABOUT 1.7 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE CROSSROADS
 GZ0901'AND MT. OLIVE CHRISTIAN CHURCH AT HUMPHREY, ABOUT 0.3 MILE
 GZ0901'NORTHEAST OF RAGGED RIDGE SCHOOL, IN THE TOP OF THE NORTH END
 GZ0901'OF THE WEST CONCRETE HEAD WALL OF A 4-FOOT BOX CULVERT UNDER
 GZ0901'ROAD, 13 FEET WEST OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL
 GZ0901'WITH THE ROAD.
 GZ0901
 GZ0901                          STATION RECOVERY (1958)
 GZ0901
 GZ0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0901'RECOVERED IN GOOD CONDITION.
 GZ0901
 GZ0901                          STATION RECOVERY (2005)
 GZ0901
 GZ0901'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0903 ***********************************************************************
 GZ0903  DESIGNATION -  179 JEM
 GZ0903  PID         -  GZ0903
 GZ0903  STATE/COUNTY-  KY/CASEY
 GZ0903  USGS QUAD   -  YOSEMITE (1979)
 GZ0903
 GZ0903                         *CURRENT SURVEY CONTROL
 GZ0903  ___________________________________________________________________
 GZ0903* NAD 83(1986)-  37 16 47.     (N)    084 45 58.     (W)     SCALED    
 GZ0903* NAVD 88     -       392.898  (meters)    1289.03   (feet)  ADJUSTED  
 GZ0903  ___________________________________________________________________
 GZ0903  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GZ0903  DYNAMIC HT  -         392.576 (meters)    1287.98  (feet)  COMP
 GZ0903  MODELED GRAV-     979,799.6   (mgal)                       NAVD 88
 GZ0903
 GZ0903  VERT ORDER  -  SECOND    CLASS 0
 GZ0903
 GZ0903.The horizontal coordinates were scaled from a topographic map and have
 GZ0903.an estimated accuracy of +/- 6 seconds.
 GZ0903
 GZ0903.The orthometric height was determined by differential leveling
 GZ0903.and adjusted by the National Geodetic Survey in June 1991..
 GZ0903
 GZ0903.The geoid height was determined by GEOID03.
 GZ0903
 GZ0903.The dynamic height is computed by dividing the NAVD 88
 GZ0903.geopotential number by the normal gravity value computed on the
 GZ0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0903.degrees latitude (g = 980.6199 gals.).
 GZ0903
 GZ0903.The modeled gravity was interpolated from observed gravity values.
 GZ0903
 GZ0903;                    North         East    Units  Estimated Accuracy
 GZ0903;SPC KY1Z     - 1,105,490.    1,587,250.      MT  (+/- 180 meters Scaled)
 GZ0903
 GZ0903                          SUPERSEDED SURVEY CONTROL
 GZ0903
 GZ0903  NGVD 29 (??/??/92)  393.023  (m)         1289.44   (f) ADJ UNCH    2 0
 GZ0903
 GZ0903.Superseded values are not recommended for survey control.
 GZ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0903.See file dsdata.txt to determine how the superseded data were derived.
 GZ0903
 GZ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG980282(NAD 83)
 GZ0903_MARKER: DD = SURVEY DISK
 GZ0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0903_STAMPING: 179 JEM 1289 1951
 GZ0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0903+STABILITY: SURFACE MOTION
 GZ0903
 GZ0903  HISTORY     - Date     Condition        Report By
 GZ0903  HISTORY     - 1951     MONUMENTED       USGS
 GZ0903  HISTORY     - 1951     GOOD             NGS
 GZ0903
 GZ0903                          STATION DESCRIPTION
 GZ0903
 GZ0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ0903'AT HUMPHREY.
 GZ0903'AT HUMPHREY, AT THE CROSSROADS, ABOUT 165 FEET WEST AND ACROSS
 GZ0903'INTERSECTION FROM WEST CORNER OF MT. OLIVE CHRISTIAN CHURCH, 44
 GZ0903'FEET WEST OF THE CENTER OF THE INTERSECTION, 57 1/2 FEET
 GZ0903'WEST-SOUTHWEST AND ACROSS ROAD NORTHWEST FROM THE SOUTH CORNER
 GZ0903'OF A STORE BUILDING, 31 FEET NORTHWEST OF THE CENTER LINE OF THE
 GZ0903'ROAD, 26 FEET SOUTHWEST OF THE CENTER LINE OF ROAD NORTHWEST, 8
 GZ0903'FEET NORTH OF A TWIN 12-INCH BOX ELDER TREE IN A FENCE CORNER, 2
 GZ0903'FEET NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE
 GZ0903'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 GZ0903'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0904 ***********************************************************************
 GZ0904  DESIGNATION -  179 JEM RESET
 GZ0904  PID         -  GZ0904
 GZ0904  STATE/COUNTY-  KY/CASEY
 GZ0904  USGS QUAD   -  YOSEMITE (1979)
 GZ0904
 GZ0904                         *CURRENT SURVEY CONTROL
 GZ0904  ___________________________________________________________________
 GZ0904* NAD 83(1986)-  37 16 47.     (N)    084 45 58.     (W)     SCALED    
 GZ0904* NAVD 88     -       392.23   (meters)    1286.8    (feet)  RESET     
 GZ0904  ___________________________________________________________________
 GZ0904  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GZ0904
 GZ0904  VERT ORDER  -  THIRD
 GZ0904
 GZ0904.The horizontal coordinates were scaled from a topographic map and have
 GZ0904.an estimated accuracy of +/- 6 seconds.
 GZ0904
 GZ0904.The orthometric height was computed from unverified reset data.
 GZ0904.No vertical observational check was made to the station.
 GZ0904
 GZ0904.The geoid height was determined by GEOID03.
 GZ0904
 GZ0904;                    North         East    Units  Estimated Accuracy
 GZ0904;SPC KY1Z     - 1,105,490.    1,587,250.      MT  (+/- 180 meters Scaled)
 GZ0904
 GZ0904                          SUPERSEDED SURVEY CONTROL
 GZ0904
 GZ0904  NGVD 29 (10/08/05)  392.36   (m)         1287.3    (f) RESET       3  
 GZ0904
 GZ0904.Superseded values are not recommended for survey control.
 GZ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0904.See file dsdata.txt to determine how the superseded data were derived.
 GZ0904
 GZ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG980282(NAD 83)
 GZ0904_MARKER: DD = SURVEY DISK
 GZ0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0904_STAMPING: 179 JEM 1951 RESET 1955
 GZ0904_MARK LOGO: USGS  
 GZ0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0904+STABILITY: SURFACE MOTION
 GZ0904
 GZ0904  HISTORY     - Date     Condition        Report By
 GZ0904  HISTORY     - 1955     MONUMENTED       USGS
 GZ0904  HISTORY     - 1958     MARK NOT FOUND   CGS
 GZ0904  HISTORY     - 1958     MARK NOT FOUND   CGS
 GZ0904
 GZ0904                          STATION DESCRIPTION
 GZ0904
 GZ0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GZ0904'AT HUMPHREY.
 GZ0904'AT HUMPHREY, CASEY COUNTY, AT THE CROSSROADS, 165 FEET WEST
 GZ0904'ACROSS THE INTERSECTION FROM MT. OLIVE CHURCH, 68 FEET SOUTH
 GZ0904'OF THE LAWRENCE HAMILTON STORE, 46 FEET SOUTH OF THE CENTERLINE
 GZ0904'OF THE ROAD LEADING NORTHWEST, AND NEAR AN R.E.A. POLE. A UNITED
 GZ0904'STATES GEOLOGICAL SURVEY STANDARD DISK,
 GZ0904'STAMPED---179 JEM 1951 RESET 1955---, AND IS
 GZ0904'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 GZ0904'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY
 GZ0904'ENGINEERS OF THE STATE DEPARTMENT OF HIGHWAYS IN AUGUST 1955.
 GZ0904
 GZ0904                          STATION RECOVERY (1958)
 GZ0904
 GZ0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GZ0904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0364 ***********************************************************************
 HA0364  DESIGNATION -  18
 HA0364  PID         -  HA0364
 HA0364  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0364  USGS QUAD   -  GLEN DEAN (1993)
 HA0364
 HA0364                         *CURRENT SURVEY CONTROL
 HA0364  ___________________________________________________________________
 HA0364* NAD 83(1986)-  37 37 56.     (N)    086 34 37.     (W)     SCALED    
 HA0364* NAVD 88     -       141.473  (meters)     464.15   (feet)  POSTED    
 HA0364  ___________________________________________________________________
 HA0364  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HA0364  DYNAMIC HT  -         141.370 (meters)     463.81  (feet)  COMP
 HA0364  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 HA0364
 HA0364  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 HA0364
 HA0364.The horizontal coordinates were scaled from a topographic map and have
 HA0364.an estimated accuracy of +/- 6 seconds.
 HA0364
 HA0364.The orthometric height was determined by differential leveling
 HA0364.and adjusted by the National Geodetic Survey in 1992..
 HA0364.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 HA0364.rate greater than 8.0 mm/km.
 HA0364
 HA0364.The geoid height was determined by GEOID03.
 HA0364
 HA0364.The dynamic height is computed by dividing the NAVD 88
 HA0364.geopotential number by the normal gravity value computed on the
 HA0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0364.degrees latitude (g = 980.6199 gals.).
 HA0364
 HA0364.The modeled gravity was interpolated from observed gravity values.
 HA0364
 HA0364;                    North         East    Units  Estimated Accuracy
 HA0364;SPC KY1Z     - 1,144,480.    1,427,010.      MT  (+/- 180 meters Scaled)
 HA0364
 HA0364                          SUPERSEDED SURVEY CONTROL
 HA0364
 HA0364  NGVD 29 (??/??/92)  141.611  (m)          464.60   (f) ADJ UNCH    2 0
 HA0364
 HA0364.Superseded values are not recommended for survey control.
 HA0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0364.See file dsdata.txt to determine how the superseded data were derived.
 HA0364
 HA0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG373650(NAD 83)
 HA0364_MARKER: DD = SURVEY DISK
 HA0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0364_STAMPING: 18 D 1928
 HA0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0364+STABILITY: SURFACE MOTION
 HA0364
 HA0364  HISTORY     - Date     Condition        Report By
 HA0364  HISTORY     - 1928     MONUMENTED       USGS
 HA0364  HISTORY     - 1935     GOOD             NGS
 HA0364
 HA0364                          STATION DESCRIPTION
 HA0364
 HA0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0364'AT ROCKVALE.
 HA0364'AT ROCKVALE, BRECKINRIDGE COUNTY, ON THE ABANDONED LOUISVILLE AND
 HA0364'NASHVILLE RAILROAD, 75 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HA0364'THE POST OFFICE, 37 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING,
 HA0364'13.3 FEET SOUTH OF THE ROADBED, AND ABOUT ONE FOOT LOWER THAN THE
 HA0364'ROADBED.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HA0364'18 D 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0648 ***********************************************************************
 HA0648  DESIGNATION -  18 JDN
 HA0648  PID         -  HA0648
 HA0648  STATE/COUNTY-  KY/DAVIESS
 HA0648  USGS QUAD   -  OWENSBORO WEST (1980)
 HA0648
 HA0648                         *CURRENT SURVEY CONTROL
 HA0648  ___________________________________________________________________
 HA0648* NAD 83(1986)-  37 46 23.     (N)    087 08 29.     (W)     SCALED    
 HA0648* NAVD 88     -       122.105  (meters)     400.61   (feet)  ADJUSTED  
 HA0648  ___________________________________________________________________
 HA0648  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HA0648  DYNAMIC HT  -         122.021 (meters)     400.33  (feet)  COMP
 HA0648  MODELED GRAV-     979,942.0   (mgal)                       NAVD 88
 HA0648
 HA0648  VERT ORDER  -  FIRST     CLASS II
 HA0648
 HA0648.The horizontal coordinates were scaled from a topographic map and have
 HA0648.an estimated accuracy of +/- 6 seconds.
 HA0648
 HA0648.The orthometric height was determined by differential leveling
 HA0648.and adjusted by the National Geodetic Survey in June 1991..
 HA0648
 HA0648.The geoid height was determined by GEOID03.
 HA0648
 HA0648.The dynamic height is computed by dividing the NAVD 88
 HA0648.geopotential number by the normal gravity value computed on the
 HA0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0648.degrees latitude (g = 980.6199 gals.).
 HA0648
 HA0648.The modeled gravity was interpolated from observed gravity values.
 HA0648
 HA0648;                    North         East    Units  Estimated Accuracy
 HA0648;SPC KY1Z     - 1,160,700.    1,377,430.      MT  (+/- 180 meters Scaled)
 HA0648
 HA0648                          SUPERSEDED SURVEY CONTROL
 HA0648
 HA0648  NGVD 29 (??/??/92)  122.20   (m)          400.9    (f) COMPUTED    1 2
 HA0648
 HA0648.Superseded values are not recommended for survey control.
 HA0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0648.See file dsdata.txt to determine how the superseded data were derived.
 HA0648
 HA0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG875806(NAD 83)
 HA0648_MARKER: DD = SURVEY DISK
 HA0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0648_STAMPING: 18 JDN 401 1950
 HA0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0648+STABILITY: SURFACE MOTION
 HA0648
 HA0648  HISTORY     - Date     Condition        Report By
 HA0648  HISTORY     - 1950     MONUMENTED       USGS
 HA0648  HISTORY     - 1953     GOOD             NGS
 HA0648
 HA0648                          STATION DESCRIPTION
 HA0648
 HA0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0648'AT OWENSBORO.
 HA0648'AT OWENSBORO, ABOUT 1.3 MILES WEST ALONG U.S. HIGHWAY 60 FROM
 HA0648'THE COURT HOUSE, AT THE WEST CITY LIMITS, 27 1/2 FEET SOUTH OF
 HA0648'CENTER LINE OF HIGHWAY 60, 6 FEET EAST OF EXTENDED CENTER LINE
 HA0648'OF STATE HIGHWAY 331 LEADING NORTH, 17 FEET WEST OF CENTER LINE
 HA0648'OF A BLACK TOP DRIVE LEADING SOUTH, 13 FEET NORTH-NORTHWEST OF A
 HA0648'TELEPHONE GUY POLE, 4.8 FEET SOUTH OF A CONCRETE ROAD PROJECT
 HA0648'POST, 38 FEET WEST AND ACROSS DRIVE SOUTH FROM A FIRE HYDRANT,
 HA0648'1 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 HA0648'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0648'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0649 ***********************************************************************
 HA0649  DESIGNATION -  18 JDN RESET 1954
 HA0649  PID         -  HA0649
 HA0649  STATE/COUNTY-  KY/DAVIESS
 HA0649  USGS QUAD   -  OWENSBORO WEST (1980)
 HA0649
 HA0649                         *CURRENT SURVEY CONTROL
 HA0649  ___________________________________________________________________
 HA0649* NAD 83(1986)-  37 46 23.     (N)    087 08 29.     (W)     SCALED    
 HA0649* NAVD 88     -       122.21   (meters)     401.0    (feet)  RESET     
 HA0649  ___________________________________________________________________
 HA0649  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HA0649
 HA0649  VERT ORDER  -  THIRD
 HA0649
 HA0649.The horizontal coordinates were scaled from a topographic map and have
 HA0649.an estimated accuracy of +/- 6 seconds.
 HA0649
 HA0649.The orthometric height was computed from unverified reset data.
 HA0649.No vertical observational check was made to the station.
 HA0649
 HA0649.The geoid height was determined by GEOID03.
 HA0649
 HA0649;                    North         East    Units  Estimated Accuracy
 HA0649;SPC KY1Z     - 1,160,700.    1,377,430.      MT  (+/- 180 meters Scaled)
 HA0649
 HA0649                          SUPERSEDED SURVEY CONTROL
 HA0649
 HA0649  NGVD 29 (??/??/??)  122.31   (m)          401.3    (f) RESET       3  
 HA0649
 HA0649.Superseded values are not recommended for survey control.
 HA0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0649.See file dsdata.txt to determine how the superseded data were derived.
 HA0649
 HA0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG875806(NAD 83)
 HA0649_MARKER: DD = SURVEY DISK
 HA0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0649_STAMPING: 18 JDN 1950 RESET 1954
 HA0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0649+STABILITY: SURFACE MOTION
 HA0649
 HA0649  HISTORY     - Date     Condition        Report By
 HA0649  HISTORY     - 1954     MONUMENTED       KYHD
 HA0649  HISTORY     - 1965     MARK NOT FOUND   NGS
 HA0649
 HA0649                          STATION DESCRIPTION
 HA0649
 HA0649'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1954
 HA0649'AT OWENSBORO.
 HA0649'AT OWENSBORO, DAVIES COUNTY, 1.3 MILES WEST ALONG U.S. HIGHWAY
 HA0649'60 FROM THE COURTHOUSE, AT THE WEST CITY LIMITS, 45 FEET SOUTH
 HA0649'AND 40 FEET EAST OF THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HA0649'HIGHWAY 331 LEADING NORTH, 4 FEET WEST AND 3 FEET SOUTH OF A
 HA0649'FIRE HYDRANT.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HA0649'18 JDN 1950 RESET 1954 AND SET IN THE TOP OF A CONCRETE POST.
 HA0649
 HA0649                          STATION RECOVERY (1965)
 HA0649
 HA0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HA0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0356 ***********************************************************************
 HB0356  DESIGNATION -  185+00.00 USE
 HB0356  PID         -  HB0356
 HB0356  STATE/COUNTY-  KY/MCCRACKEN
 HB0356  USGS QUAD   -  PADUCAH EAST (1982)
 HB0356
 HB0356                         *CURRENT SURVEY CONTROL
 HB0356  ___________________________________________________________________
 HB0356* NAD 83(1986)-  37 05 45.     (N)    088 36 38.     (W)     SCALED    
 HB0356* NAVD 88     -       106.673  (meters)     349.98   (feet)  ADJUSTED  
 HB0356  ___________________________________________________________________
 HB0356  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB0356  DYNAMIC HT  -         106.595 (meters)     349.72  (feet)  COMP
 HB0356  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 HB0356
 HB0356  VERT ORDER  -  FIRST     CLASS I
 HB0356
 HB0356.The horizontal coordinates were scaled from a topographic map and have
 HB0356.an estimated accuracy of +/- 6 seconds.
 HB0356
 HB0356.The orthometric height was determined by differential leveling
 HB0356.and adjusted by the National Geodetic Survey in June 1991..
 HB0356.WARNING-Repeat measurements at this control monument indicate possible
 HB0356.vertical movement.
 HB0356
 HB0356.The geoid height was determined by GEOID03.
 HB0356
 HB0356.The dynamic height is computed by dividing the NAVD 88
 HB0356.geopotential number by the normal gravity value computed on the
 HB0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0356.degrees latitude (g = 980.6199 gals.).
 HB0356
 HB0356.The modeled gravity was interpolated from observed gravity values.
 HB0356
 HB0356;                    North         East    Units  Estimated Accuracy
 HB0356;SPC KY1Z     - 1,088,520.    1,245,740.      MT  (+/- 180 meters Scaled)
 HB0356
 HB0356                          SUPERSEDED SURVEY CONTROL
 HB0356
 HB0356  NGVD 29 (??/??/??)  106.682  (m)          350.01   (f) ADJUSTED    1 1
 HB0356
 HB0356.Superseded values are not recommended for survey control.
 HB0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0356.See file dsdata.txt to determine how the superseded data were derived.
 HB0356
 HB0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG568067(NAD 83)
 HB0356_MARKER: DD = SURVEY DISK
 HB0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0356_STAMPING: 185+00.00 351.08
 HB0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0356+STABILITY: SURFACE MOTION
 HB0356
 HB0356  HISTORY     - Date     Condition        Report By
 HB0356  HISTORY     - UNK      MONUMENTED       DOD
 HB0356  HISTORY     - 1968     POOR             CGS
 HB0356  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0356  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0356  HISTORY     - 20031008 MARK NOT FOUND   USPSQD
 HB0356
 HB0356                          STATION DESCRIPTION
 HB0356
 HB0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0356'1.3 MI W FROM PADUCAH.
 HB0356'ABOUT 0.1 MILE NORTHWEST ALONG NORTH 5TH STREET FROM THE POST
 HB0356'OFFICE AT PADUCAH, THENCE 0.2 MILE SOUTHWEST ALONG JEFFERSON
 HB0356'STREET, THENCE 0.85 MILE NORTHWEST ALONG 8TH STREET WHICH IS
 HB0356'THE BUSINESS ROUTE FOR U.S. HIGHWAY 45, THENCE 0.25 MILE
 HB0356'NORTHEAST ALONG BURNETTE STREET, ON THE TOP OF THE OHIO RIVER
 HB0356'LEVEE, 125 YARDS SOUTHEAST OF THE EXTENDED CENTERLINE OF BURNETTE
 HB0356'STREET, 75 FEET NORTHEAST OF THE CENTERLINE OF 6TH STREET, 15
 HB0356'YARDS NORTHWEST OF THE EXTENDED CENTERLINE OF FINLEY STREET, 113
 HB0356'FEET NORTH AND ACROSS 6TH STREET FROM A FIRE HYDRANT, 112 FEET
 HB0356'SOUTHEAST OF A CHAIN GATE, A U.S. ENGINEERS DISK SET IN THE TOP
 HB0356'OF A 4- X 4-INCH CONCRETE POST ABOUT LEVEL WITH THE TOP OF THE
 HB0356'LEVEE.
 HB0356
 HB0356                          STATION RECOVERY (1978)
 HB0356
 HB0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0356'MARK NOT FOUND.
 HB0356
 HB0356                          STATION RECOVERY (1978)
 HB0356
 HB0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0356'MARK NOT FOUND.
 HB0356
 HB0356                          STATION RECOVERY (2003)
 HB0356
 HB0356'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0356'IN DESCRIPTION ON HOW TO FIND.  CHANGE POST OFFICE TO FEDERAL BUILDING
 HB0356' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0366 ***********************************************************************
 HA0366  DESIGNATION -  19
 HA0366  PID         -  HA0366
 HA0366  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0366  USGS QUAD   -  FORDSVILLE (1953)
 HA0366
 HA0366                         *CURRENT SURVEY CONTROL
 HA0366  ___________________________________________________________________
 HA0366* NAD 83(1986)-  37 38 16.     (N)    086 38 20.     (W)     SCALED    
 HA0366* NAVD 88     -       196.205  (meters)     643.72   (feet)  POSTED    
 HA0366  ___________________________________________________________________
 HA0366  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HA0366  DYNAMIC HT  -         196.060 (meters)     643.24  (feet)  COMP
 HA0366  MODELED GRAV-     979,902.2   (mgal)                       NAVD 88
 HA0366
 HA0366  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HA0366
 HA0366.The horizontal coordinates were scaled from a topographic map and have
 HA0366.an estimated accuracy of +/- 6 seconds.
 HA0366
 HA0366.The orthometric height was determined by differential leveling
 HA0366.and adjusted by the National Geodetic Survey in 1992..
 HA0366.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HA0366.rate of 4.1 thru 8.0 mm/km.
 HA0366
 HA0366.The geoid height was determined by GEOID03.
 HA0366
 HA0366.The dynamic height is computed by dividing the NAVD 88
 HA0366.geopotential number by the normal gravity value computed on the
 HA0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0366.degrees latitude (g = 980.6199 gals.).
 HA0366
 HA0366.The modeled gravity was interpolated from observed gravity values.
 HA0366
 HA0366;                    North         East    Units  Estimated Accuracy
 HA0366;SPC KY1Z     - 1,145,140.    1,421,550.      MT  (+/- 180 meters Scaled)
 HA0366
 HA0366                          SUPERSEDED SURVEY CONTROL
 HA0366
 HA0366  NGVD 29 (??/??/92)  196.316  (m)          644.08   (f) ADJ UNCH    2 0
 HA0366
 HA0366.Superseded values are not recommended for survey control.
 HA0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0366.See file dsdata.txt to determine how the superseded data were derived.
 HA0366
 HA0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG318656(NAD 83)
 HA0366_MARKER: DD = SURVEY DISK
 HA0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0366_STAMPING: 19 D 1928
 HA0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0366+STABILITY: SURFACE MOTION
 HA0366
 HA0366  HISTORY     - Date     Condition        Report By
 HA0366  HISTORY     - 1928     MONUMENTED       USGS
 HA0366  HISTORY     - 1935     GOOD             NGS
 HA0366
 HA0366                          STATION DESCRIPTION
 HA0366
 HA0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0366'AT ASKINS.
 HA0366'AT ASKINS, BRECKINRIDGE COUNTY, ON THE ABANDONED LOUISVILLE AND
 HA0366'NASHVILLE RAILROAD, 12 RAILS EAST OF AN OVERHEAD BRIDGE, 14 FEET
 HA0366'NORTH OF THE ROADBED, AND ABOUT ONE FOOT HIGHER THAN THE ROADBED.
 HA0366'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 19 D 1928
 HA0366'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1241 ***********************************************************************
 GZ1241  DESIGNATION -  19
 GZ1241  PID         -  GZ1241
 GZ1241  STATE/COUNTY-  KY/JESSAMINE
 GZ1241  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1241
 GZ1241                         *CURRENT SURVEY CONTROL
 GZ1241  ___________________________________________________________________
 GZ1241* NAD 83(1986)-  37 52 32.     (N)    084 36 20.     (W)     SCALED    
 GZ1241* NAVD 88     -       272.167  (meters)     892.93   (feet)  ADJUSTED  
 GZ1241  ___________________________________________________________________
 GZ1241  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GZ1241  DYNAMIC HT  -         271.962 (meters)     892.26  (feet)  COMP
 GZ1241  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 GZ1241
 GZ1241  VERT ORDER  -  FIRST     CLASS II
 GZ1241
 GZ1241.The horizontal coordinates were scaled from a topographic map and have
 GZ1241.an estimated accuracy of +/- 6 seconds.
 GZ1241
 GZ1241.The orthometric height was determined by differential leveling
 GZ1241.and adjusted by the National Geodetic Survey in June 1991..
 GZ1241
 GZ1241.The geoid height was determined by GEOID03.
 GZ1241
 GZ1241.The dynamic height is computed by dividing the NAVD 88
 GZ1241.geopotential number by the normal gravity value computed on the
 GZ1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1241.degrees latitude (g = 980.6199 gals.).
 GZ1241
 GZ1241.The modeled gravity was interpolated from observed gravity values.
 GZ1241
 GZ1241;                    North         East    Units  Estimated Accuracy
 GZ1241;SPC KY1Z     - 1,171,780.    1,600,680.      MT  (+/- 180 meters Scaled)
 GZ1241
 GZ1241                          SUPERSEDED SURVEY CONTROL
 GZ1241
 GZ1241  NGVD 29 (??/??/92)  272.310  (m)          893.40   (f) ADJ UNCH    1 2
 GZ1241
 GZ1241.Superseded values are not recommended for survey control.
 GZ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1241.See file dsdata.txt to determine how the superseded data were derived.
 GZ1241
 GZ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG105947(NAD 83)
 GZ1241_MARKER: DD = SURVEY DISK
 GZ1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1241_STAMPING: 19 893.404
 GZ1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1241+STABILITY: SURFACE MOTION
 GZ1241
 GZ1241  HISTORY     - Date     Condition        Report By
 GZ1241  HISTORY     - UNK      MONUMENTED       KYGS
 GZ1241  HISTORY     - 1950     GOOD             NGS
 GZ1241  HISTORY     - 1958     GOOD             NGS
 GZ1241
 GZ1241                          STATION DESCRIPTION
 GZ1241
 GZ1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1241'1.7 MI SW FROM NICHOLASVILLE.
 GZ1241'ABOUT 1.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1241'STATION AT NICHOLASVILLE, NEAR THE CENTER AND ON THE OUTSIDE
 GZ1241'OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND WEST, 65 1/2
 GZ1241'FEET SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL OF THE NORTH
 GZ1241'BOUND TRACK, 65 FEET EAST OF A TELEPHONE POLE, 1 1/2 FEET
 GZ1241'NORTH-NORTHWEST OF A FENCE LINE, 6 FEET BELOW THE TRACKS AND
 GZ1241'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1241
 GZ1241                          STATION RECOVERY (1958)
 GZ1241
 GZ1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0701 ***********************************************************************
 HZ0701  DESIGNATION -  19 962.61
 HZ0701  PID         -  HZ0701
 HZ0701  STATE/COUNTY-  KY/GRANT
 HZ0701  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0701
 HZ0701                         *CURRENT SURVEY CONTROL
 HZ0701  ___________________________________________________________________
 HZ0701* NAD 83(1986)-  38 39 34.     (N)    084 34 39.     (W)     SCALED    
 HZ0701* NAVD 88     -       293.114  (meters)     961.66   (feet)  ADJUSTED  
 HZ0701  ___________________________________________________________________
 HZ0701  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HZ0701  DYNAMIC HT  -         292.916 (meters)     961.01  (feet)  COMP
 HZ0701  MODELED GRAV-     979,943.9   (mgal)                       NAVD 88
 HZ0701
 HZ0701  VERT ORDER  -  FIRST     CLASS II
 HZ0701
 HZ0701.The horizontal coordinates were scaled from a topographic map and have
 HZ0701.an estimated accuracy of +/- 6 seconds.
 HZ0701
 HZ0701.The orthometric height was determined by differential leveling
 HZ0701.and adjusted by the National Geodetic Survey in June 1991..
 HZ0701
 HZ0701.The geoid height was determined by GEOID03.
 HZ0701
 HZ0701.The dynamic height is computed by dividing the NAVD 88
 HZ0701.geopotential number by the normal gravity value computed on the
 HZ0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0701.degrees latitude (g = 980.6199 gals.).
 HZ0701
 HZ0701.The modeled gravity was interpolated from observed gravity values.
 HZ0701
 HZ0701;                    North         East    Units  Estimated Accuracy
 HZ0701;SPC KY1Z     - 1,258,810.    1,602,050.      MT  (+/- 180 meters Scaled)
 HZ0701
 HZ0701                          SUPERSEDED SURVEY CONTROL
 HZ0701
 HZ0701  NGVD 29 (??/??/92)  293.295  (m)          962.25   (f) ADJ UNCH    1 2
 HZ0701
 HZ0701.Superseded values are not recommended for survey control.
 HZ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0701.See file dsdata.txt to determine how the superseded data were derived.
 HZ0701
 HZ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH107817(NAD 83)
 HZ0701_MARKER: DD = SURVEY DISK
 HZ0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0701_SP_SET: CONCRETE POST
 HZ0701_STAMPING: X 190642 Y 422488N 19 962.61 1949
 HZ0701_MARK LOGO: KYHD  
 HZ0701_PROJECTION: FLUSH
 HZ0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0701+STABILITY: SURFACE MOTION
 HZ0701
 HZ0701  HISTORY     - Date     Condition        Report By
 HZ0701  HISTORY     - 1949     MONUMENTED       KYHD
 HZ0701  HISTORY     - 1965     GOOD             NGS
 HZ0701  HISTORY     - 1985     GOOD             NGS
 HZ0701  HISTORY     - 20020930 MARK NOT FOUND   KYDT
 HZ0701
 HZ0701                          STATION DESCRIPTION
 HZ0701
 HZ0701'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1949
 HZ0701'1.4 MI S FROM DRY RIDGE.
 HZ0701'1.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0701'DRYRIDGE, ABOUT 2.2 MILES NORTH OF WILLIAMSTOWN, ABOUT 0.1 MILE NORTH
 HZ0701'OF MILE POLE 36, AT A PUBLIC BLACK TOP ROAD CROSSING, ABOUT 90 YARDS
 HZ0701'SOUTH OF A TRANSFORMER STATION 52 FEET WEST-NORTHWEST OF THE CENTER OF
 HZ0701'THE WEST TRACK CROSSING, 44.5 FEET WEST OF THE WEST RAIL, 31 FEET
 HZ0701'SOUTH OF A POWER LINE POLE, 2 FEET EAST OF THE R/W FENCE, 1 FOOT WEST
 HZ0701'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN
 HZ0701'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HZ0701
 HZ0701                          STATION RECOVERY (1965)
 HZ0701
 HZ0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HZ0701'RECOVERED IN GOOD CONDITION.
 HZ0701
 HZ0701                          STATION RECOVERY (1985)
 HZ0701
 HZ0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0701'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 2.2 KM (1.4 MI)
 HZ0701'SOUTHEAST ALONG U.S. HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAY 467
 HZ0701'IN DRY RIDGE TO THE JUNCTION OF BATON ROUGE ROAD AND THE MARK ON THE
 HZ0701'RIGHT, IN THE SOUTHWEST ANGLE OF THE JUNCTION, 17.37 METERS (57.0 FT)
 HZ0701'WEST OF THE WEST RAIL OF A SINGLE TRACK, 16.46 METERS (54.0 FT)
 HZ0701'NORTHWEST OF THE WEST RAILROAD CROSSING SIGN, 9.84 METERS (32.3 FT)
 HZ0701'SOUTHEAST OF UTILITY POLE NO. 709, 0.61 METER (2.0 FT) EAST OF A
 HZ0701'RIGHT-OF-WAY FENCE.
 HZ0701'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 HZ0701'THE MARK IS ABOVE LEVEL WITH TRACKS.
 HZ0701
 HZ0701                          STATION RECOVERY (2002)
 HZ0701
 HZ0701'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0641 ***********************************************************************
 HA0641  DESIGNATION -  19 JDN
 HA0641  PID         -  HA0641
 HA0641  STATE/COUNTY-  KY/DAVIESS
 HA0641  USGS QUAD   -  OWENSBORO WEST (1980)
 HA0641
 HA0641                         *CURRENT SURVEY CONTROL
 HA0641  ___________________________________________________________________
 HA0641* NAD 83(1986)-  37 48 22.     (N)    087 09 20.     (W)     SCALED    
 HA0641* NAVD 88     -       119.261  (meters)     391.28   (feet)  ADJUSTED  
 HA0641  ___________________________________________________________________
 HA0641  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HA0641  DYNAMIC HT  -         119.180 (meters)     391.01  (feet)  COMP
 HA0641  MODELED GRAV-     979,944.9   (mgal)                       NAVD 88
 HA0641
 HA0641  VERT ORDER  -  FIRST     CLASS II
 HA0641
 HA0641.The horizontal coordinates were scaled from a topographic map and have
 HA0641.an estimated accuracy of +/- 6 seconds.
 HA0641
 HA0641.The orthometric height was determined by differential leveling
 HA0641.and adjusted by the National Geodetic Survey in June 1991..
 HA0641
 HA0641.The geoid height was determined by GEOID03.
 HA0641
 HA0641.The dynamic height is computed by dividing the NAVD 88
 HA0641.geopotential number by the normal gravity value computed on the
 HA0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0641.degrees latitude (g = 980.6199 gals.).
 HA0641
 HA0641.The modeled gravity was interpolated from observed gravity values.
 HA0641
 HA0641;                    North         East    Units  Estimated Accuracy
 HA0641;SPC KY1Z     - 1,164,380.    1,376,240.      MT  (+/- 180 meters Scaled)
 HA0641
 HA0641                          SUPERSEDED SURVEY CONTROL
 HA0641
 HA0641  NGVD 29 (??/??/92)  119.362  (m)          391.61   (f) ADJ UNCH    1 2
 HA0641
 HA0641.Superseded values are not recommended for survey control.
 HA0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0641.See file dsdata.txt to determine how the superseded data were derived.
 HA0641
 HA0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG863843(NAD 83)
 HA0641_MARKER: DD = SURVEY DISK
 HA0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0641_STAMPING: 19 JDN 392 1950
 HA0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0641+STABILITY: SURFACE MOTION
 HA0641
 HA0641  HISTORY     - Date     Condition        Report By
 HA0641  HISTORY     - 1950     MONUMENTED       USGS
 HA0641  HISTORY     - 1953     GOOD             NGS
 HA0641
 HA0641                          STATION DESCRIPTION
 HA0641
 HA0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0641'3.9 MI NW FROM OWENSBORO.
 HA0641'ABOUT 1.3 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE COURT HOUSE
 HA0641'AT OWENSBORO, THENCE ABOUT 2.6 MILES NORTHWEST ALONG STATE
 HA0641'HIGHWAY 331, AT THE CROSSING OF THE LOUISVILLE AND NASHVILLE
 HA0641'RAILROAD AND THE JUNCTION OF A ROAD LEADING NORTHWEST, 18 FEET
 HA0641'EAST OF CENTER LINE OF HIGHWAY, 66 FEET NORTHEAST AND ACROSS
 HA0641'HIGHWAY FROM THE NORTHEAST RAIL OF TRACK, 23 1/2 FEET EAST-SOUTHEAST
 HA0641'OF CENTER OF JUNCTION OF HIGHWAY AND THE ROAD NORTHWEST, 7 1/2 FEET
 HA0641'EAST-SOUTHEAST OF A POWER POLE, 34 FEET SOUTH-SOUTHEAST OF A
 HA0641'FENCE CORNER, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 HA0641'POST, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY, ABOUT 4 FEET BELOW
 HA0641'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0641'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0132 ***********************************************************************
 GD0132  DESIGNATION -  19 USE
 GD0132  PID         -  GD0132
 GD0132  STATE/COUNTY-  KY/MARSHALL
 GD0132  USGS QUAD   -  ELVA (1982)
 GD0132
 GD0132                         *CURRENT SURVEY CONTROL
 GD0132  ___________________________________________________________________
 GD0132* NAD 83(1986)-  36 54 27.     (N)    088 25 47.     (W)     SCALED    
 GD0132* NAVD 88     -       104.852  (meters)     344.00   (feet)  ADJUSTED  
 GD0132  ___________________________________________________________________
 GD0132  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 GD0132  DYNAMIC HT  -         104.772 (meters)     343.74  (feet)  COMP
 GD0132  MODELED GRAV-     979,870.2   (mgal)                       NAVD 88
 GD0132
 GD0132  VERT ORDER  -  FIRST     CLASS II
 GD0132
 GD0132.The horizontal coordinates were scaled from a topographic map and have
 GD0132.an estimated accuracy of +/- 6 seconds.
 GD0132
 GD0132.The orthometric height was determined by differential leveling
 GD0132.and adjusted by the National Geodetic Survey in June 1991..
 GD0132
 GD0132.The geoid height was determined by GEOID03.
 GD0132
 GD0132.The dynamic height is computed by dividing the NAVD 88
 GD0132.geopotential number by the normal gravity value computed on the
 GD0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0132.degrees latitude (g = 980.6199 gals.).
 GD0132
 GD0132.The modeled gravity was interpolated from observed gravity values.
 GD0132
 GD0132;                    North         East    Units  Estimated Accuracy
 GD0132;SPC KY1Z     - 1,067,150.    1,261,210.      MT  (+/- 180 meters Scaled)
 GD0132
 GD0132                          SUPERSEDED SURVEY CONTROL
 GD0132
 GD0132  NGVD 29 (??/??/??)  104.883  (m)          344.10   (f) ADJUSTED    1 2
 GD0132
 GD0132.Superseded values are not recommended for survey control.
 GD0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0132.See file dsdata.txt to determine how the superseded data were derived.
 GD0132
 GD0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF726855(NAD 83)
 GD0132_MARKER: Q = CHISELED SQUARE
 GD0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0132_SP_SET: CULVERT
 GD0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0132
 GD0132  HISTORY     - Date     Condition        Report By
 GD0132  HISTORY     - UNK      MONUMENTED       DOD
 GD0132  HISTORY     - 1933     GOOD             CGS
 GD0132
 GD0132                          STATION DESCRIPTION
 GD0132
 GD0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0132'5.5 MI NW FROM BENTON.
 GD0132'5.5 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GD0132'LOUIS RAILWAY FROM THE STATION AT BENTON, MARSHALL COUNTY,
 GD0132'NEAR MILEPOST 17, AT A CONCRETE CULVERT, ON THE TOP OF THE
 GD0132'SOUTH HEADWALL, AND 5 FEET FROM THE EAST END OF THE HEADWALL.
 GD0132'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0694 ***********************************************************************
 GD0694  DESIGNATION -  2
 GD0694  PID         -  GD0694
 GD0694  STATE/COUNTY-  KY/FULTON
 GD0694  USGS QUAD   -  HUBBARD LAKE (1982)
 GD0694
 GD0694                         *CURRENT SURVEY CONTROL
 GD0694  ___________________________________________________________________
 GD0694* NAD 83(1986)-  36 30 00.     (N)    089 29 31.     (W)     SCALED    
 GD0694* NAVD 88     -        93.528  (meters)     306.85   (feet)  POSTED    
 GD0694  ___________________________________________________________________
 GD0694  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GD0694  DYNAMIC HT  -          93.450 (meters)     306.59  (feet)  COMP
 GD0694  MODELED GRAV-     979,835.1   (mgal)                       NAVD 88
 GD0694
 GD0694  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GD0694
 GD0694.The horizontal coordinates were scaled from a topographic map and have
 GD0694.an estimated accuracy of +/- 6 seconds.
 GD0694
 GD0694.The orthometric height was determined by differential leveling
 GD0694.and adjusted by the National Geodetic Survey in 1992..
 GD0694.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GD0694.rate of 2.1 thru 3.0 mm/km.
 GD0694
 GD0694.The geoid height was determined by GEOID03.
 GD0694
 GD0694.The dynamic height is computed by dividing the NAVD 88
 GD0694.geopotential number by the normal gravity value computed on the
 GD0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0694.degrees latitude (g = 980.6199 gals.).
 GD0694
 GD0694.The modeled gravity was interpolated from observed gravity values.
 GD0694
 GD0694;                    North         East    Units  Estimated Accuracy
 GD0694;SPC KY1Z     - 1,025,220.    1,164,780.      MT  (+/- 180 meters Scaled)
 GD0694
 GD0694                          SUPERSEDED SURVEY CONTROL
 GD0694
 GD0694  NGVD 29 (??/??/??)   93.436  (m)          306.55   (f) ADJUSTED    2 0
 GD0694
 GD0694.Superseded values are not recommended for survey control.
 GD0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0694.See file dsdata.txt to determine how the superseded data were derived.
 GD0694
 GD0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF768422(NAD 83)
 GD0694_MARKER: B = BOLT
 GD0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0694+STABILITY: SURFACE MOTION
 GD0694
 GD0694  HISTORY     - Date     Condition        Report By
 GD0694  HISTORY     - UNK      MONUMENTED       DOD
 GD0694  HISTORY     - 1933     GOOD             CGS
 GD0694  HISTORY     - 1967     MARK NOT FOUND   USGS
 GD0694
 GD0694                          STATION DESCRIPTION
 GD0694
 GD0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0694'5.8 MI N FROM CATES.
 GD0694'IN FULTON COUNTY, 5.8 MILES NORTH ALONG THE TIPTONVILLE-NEW MADRID
 GD0694'FERRY ROAD FROM THE SCHOOL BUILDING AT CATES, LAKE COUNTY,
 GD0694'TENNESSEE, ABOUT 300 YARDS NORTH OF THE TENNESSEE-KENTUCKY STATE
 GD0694'LINE, 200 YARDS SOUTHEAST OF A STUCCO BUNGALOW, 150 YARDS WEST OF
 GD0694'MISSISSIPPI RIVER, IN THE MIDDLE OF A CULTIVATED FIELD, AND 6 INCHES
 GD0694'WEST OF A 4- BY 4-INCH WOODEN POST WHICH IS MARKED 5300 AND ITS
 GD0694'EAST FACE AND 5 ON ITS SOUTH FACE.  A BOLT, SET IN THE TOP OF A
 GD0694'CONCRETE POST.
 GD0694
 GD0694                          STATION RECOVERY (1967)
 GD0694
 GD0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GD0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0341 ***********************************************************************
 HZ0341  DESIGNATION -  2
 HZ0341  PID         -  HZ0341
 HZ0341  STATE/COUNTY-  KY/FAYETTE
 HZ0341  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0341
 HZ0341                         *CURRENT SURVEY CONTROL
 HZ0341  ___________________________________________________________________
 HZ0341* NAD 83(1986)-  38 02 19.     (N)    084 30 41.     (W)     SCALED    
 HZ0341* NAVD 88     -       294.392  (meters)     965.85   (feet)  ADJUSTED  
 HZ0341  ___________________________________________________________________
 HZ0341  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HZ0341  DYNAMIC HT  -         294.176 (meters)     965.14  (feet)  COMP
 HZ0341  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 HZ0341
 HZ0341  VERT ORDER  -  FIRST     CLASS II
 HZ0341
 HZ0341.The horizontal coordinates were scaled from a topographic map and have
 HZ0341.an estimated accuracy of +/- 6 seconds.
 HZ0341
 HZ0341.The orthometric height was determined by differential leveling
 HZ0341.and adjusted by the National Geodetic Survey in June 1991..
 HZ0341
 HZ0341.The geoid height was determined by GEOID03.
 HZ0341
 HZ0341.The dynamic height is computed by dividing the NAVD 88
 HZ0341.geopotential number by the normal gravity value computed on the
 HZ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0341.degrees latitude (g = 980.6199 gals.).
 HZ0341
 HZ0341.The modeled gravity was interpolated from observed gravity values.
 HZ0341
 HZ0341;                    North         East    Units  Estimated Accuracy
 HZ0341;SPC KY1Z     - 1,189,980.    1,608,720.      MT  (+/- 180 meters Scaled)
 HZ0341
 HZ0341                          SUPERSEDED SURVEY CONTROL
 HZ0341
 HZ0341  NGVD 29 (??/??/92)  294.550  (m)          966.37   (f) ADJ UNCH    1 2
 HZ0341
 HZ0341.Superseded values are not recommended for survey control.
 HZ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0341.See file dsdata.txt to determine how the superseded data were derived.
 HZ0341
 HZ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH183130(NAD 83)
 HZ0341_MARKER: DD = SURVEY DISK
 HZ0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0341_STAMPING: 2 966.369
 HZ0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0341+STABILITY: SURFACE MOTION
 HZ0341
 HZ0341  HISTORY     - Date     Condition        Report By
 HZ0341  HISTORY     - UNK      MONUMENTED       KYGS
 HZ0341  HISTORY     - 1958     GOOD             NGS
 HZ0341  HISTORY     - 1985     MARK NOT FOUND   NGS
 HZ0341
 HZ0341                          STATION DESCRIPTION
 HZ0341
 HZ0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HZ0341'AT LEXINGTON.
 HZ0341'AT LEXINGTON, ABOUT .25 MILE SOUTH ALONG THE SOUTHERN RAILROAD FROM
 HZ0341'THE STATION, 115 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE
 HZ0341'LOADING DOCK FOR WAREHOUSE NORTH OF MARK, 96.0 FEET NORTH OF
 HZ0341'TELEPHONE POLE E4-6J, 80.0 FEET WEST AND ACROSS TRACKS FROM THE
 HZ0341'NORTH END OF RETAINING WALL WHICH EXTENDS ACROSS THE END OF PRALL
 HZ0341'STREET, 74.6 FEET NORTH NORTHWEST OF FROG ON SPUR TRACK, 8.8 FEET
 HZ0341'WEST OF THE WEST RAIL OF SHORT SPUR TRACK, 30.2 FEET WEST OF THE
 HZ0341'WEST RAIL OF WEST MAIN TRACK, 20.5 FEET EAST OF THE EAST WALL OF A
 HZ0341'CORRUGATED SHEET METAL COVERED BUILDING AND ABOUT MIDWAY BETWEEN
 HZ0341'THE 3RD AND 4TH CONCRETE SUPPORTS FROM THE NORTH END OF BUILDING,
 HZ0341'THE MARK IS ABOUT 14 INCHES UNDER GROUND, THE HOLE WAS FILLED
 HZ0341'WITH LARGE ROCKS TO FACILITATE RECOVERY.
 HZ0341
 HZ0341                          STATION RECOVERY (1985)
 HZ0341
 HZ0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0341'NOT RECOVERED, THE AREA HAS CHANGED, NO EVIDENCE OF MARK COULD BE
 HZ0341'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1073 ***********************************************************************
 HY1073  DESIGNATION -  2 B
 HY1073  PID         -  HY1073
 HY1073  STATE/COUNTY-  KY/GREENUP
 HY1073  USGS QUAD   -  PORTSMOUTH (1975)
 HY1073
 HY1073                         *CURRENT SURVEY CONTROL
 HY1073  ___________________________________________________________________
 HY1073* NAD 83(1986)-  38 40 47.     (N)    082 52 57.     (W)     SCALED    
 HY1073* NAVD 88     -       166.805  (meters)     547.26   (feet)  ADJUSTED  
 HY1073  ___________________________________________________________________
 HY1073  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY1073  DYNAMIC HT  -         166.701 (meters)     546.92  (feet)  COMP
 HY1073  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 HY1073
 HY1073  VERT ORDER  -  FIRST     CLASS I
 HY1073
 HY1073.The horizontal coordinates were scaled from a topographic map and have
 HY1073.an estimated accuracy of +/- 6 seconds.
 HY1073
 HY1073.The orthometric height was determined by differential leveling
 HY1073.and adjusted by the National Geodetic Survey in June 1991..
 HY1073
 HY1073.The geoid height was determined by GEOID03.
 HY1073
 HY1073.The dynamic height is computed by dividing the NAVD 88
 HY1073.geopotential number by the normal gravity value computed on the
 HY1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1073.degrees latitude (g = 980.6199 gals.).
 HY1073
 HY1073.The modeled gravity was interpolated from observed gravity values.
 HY1073
 HY1073;                    North         East    Units  Estimated Accuracy
 HY1073;SPC KY1Z     - 1,264,250.    1,749,480.      MT  (+/- 180 meters Scaled)
 HY1073
 HY1073                          SUPERSEDED SURVEY CONTROL
 HY1073
 HY1073  NGVD 29 (??/??/92)  166.999  (m)          547.90   (f) ADJ UNCH    1 1
 HY1073
 HY1073.Superseded values are not recommended for survey control.
 HY1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1073.See file dsdata.txt to determine how the superseded data were derived.
 HY1073
 HY1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC362829(NAD 83)
 HY1073_MARKER: DD = SURVEY DISK
 HY1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1073_STAMPING: PRIM TRAV STA NO 2 B 1926
 HY1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1073+STABILITY: SURFACE MOTION
 HY1073
 HY1073  HISTORY     - Date     Condition        Report By
 HY1073  HISTORY     - 1926     MONUMENTED       USGS
 HY1073  HISTORY     - 1967     GOOD             NGS
 HY1073
 HY1073                          STATION DESCRIPTION
 HY1073
 HY1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1073'7.5 MI NW FROM GREENUP.
 HY1073'ABOUT 7.5 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1073'FROM THE STATION AT GREENUP, ALONG U.S. HIGHWAY 23, AT EDGINGTON,
 HY1073'AT THE SOUTHEAST CORNER OF THE YARD FOR THE RESIDENCE OF MR. B.
 HY1073'MARTIN, IN LINE WITH THE EXTENDED CENTER LINE OF THE SOUTH ONE
 HY1073'OF TWO FARMS ROAD LEADING EAST, 222 FEET WEST OF THE WEST RAIL
 HY1073'AND ACROSS U.S. HIGHWAY 23 FROM THE WEST RAIL OF THE MAIN TRACK,
 HY1073'73 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 23
 HY1073'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET NORTHWEST OF
 HY1073'THE NORTH CORNER OF THE CONCRETE FOUNDATION OF A WELL, 5 FEET ABOVE
 HY1073'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRTE POST
 HY1073'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1205 ***********************************************************************
 HZ1205  DESIGNATION -  2 M 1926
 HZ1205  PID         -  HZ1205
 HZ1205  STATE/COUNTY-  KY/OLDHAM
 HZ1205  USGS QUAD   -  CRESTWOOD (1993)
 HZ1205
 HZ1205                         *CURRENT SURVEY CONTROL
 HZ1205  ___________________________________________________________________
 HZ1205* NAD 83(1986)-  38 19 29.     (N)    085 28 07.     (W)     SCALED    
 HZ1205* NAVD 88     -       243.000  (meters)     797.24   (feet)  ADJUSTED  
 HZ1205  ___________________________________________________________________
 HZ1205  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1205  DYNAMIC HT  -         242.836 (meters)     796.70  (feet)  COMP
 HZ1205  MODELED GRAV-     979,949.4   (mgal)                       NAVD 88
 HZ1205
 HZ1205  VERT ORDER  -  SECOND    CLASS 0
 HZ1205
 HZ1205.The horizontal coordinates were scaled from a topographic map and have
 HZ1205.an estimated accuracy of +/- 6 seconds.
 HZ1205
 HZ1205.The orthometric height was determined by differential leveling
 HZ1205.and adjusted by the National Geodetic Survey in June 1991..
 HZ1205
 HZ1205.The geoid height was determined by GEOID03.
 HZ1205
 HZ1205.The dynamic height is computed by dividing the NAVD 88
 HZ1205.geopotential number by the normal gravity value computed on the
 HZ1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1205.degrees latitude (g = 980.6199 gals.).
 HZ1205
 HZ1205.The modeled gravity was interpolated from observed gravity values.
 HZ1205
 HZ1205;                    North         East    Units  Estimated Accuracy
 HZ1205;SPC KY1Z     - 1,221,050.    1,524,600.      MT  (+/- 180 meters Scaled)
 HZ1205
 HZ1205                          SUPERSEDED SURVEY CONTROL
 HZ1205
 HZ1205  NGVD 29 (??/??/92)  243.159  (m)          797.76   (f) ADJ UNCH    2 0
 HZ1205
 HZ1205.Superseded values are not recommended for survey control.
 HZ1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1205.See file dsdata.txt to determine how the superseded data were derived.
 HZ1205
 HZ1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH338429(NAD 83)
 HZ1205_MARKER: DD = SURVEY DISK
 HZ1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1205_STAMPING: 2M-1926 798
 HZ1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1205+STABILITY: SURFACE MOTION
 HZ1205
 HZ1205  HISTORY     - Date     Condition        Report By
 HZ1205  HISTORY     - 1926     MONUMENTED       USGS
 HZ1205  HISTORY     - 1960     GOOD             PAS
 HZ1205  HISTORY     - 19980325 MARK NOT FOUND   USPSQD
 HZ1205
 HZ1205                          STATION DESCRIPTION
 HZ1205
 HZ1205'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1205'0.2 MI NE FROM CRESTWOOD.
 HZ1205'ABOUT 0.2 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1205'RAILWAY FROM THE STATION IN CRESTWOOD, AT THE CRESTWOOD
 HZ1205'ELEMENTARY SCHOOL, ABOUT 148 FEET NORTH OF THE NORTHEAST CORNER
 HZ1205'OF SCHOOL, 73.3 FEET SOUTHEAST OF THE SOUTH RAIL, 38 FEET WEST
 HZ1205'OF AN 18 INCH PERSIMMON TREE, 27 FEET NORTHEAST OF A 30 INCH
 HZ1205'WHITE OAK TREE, 21 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY
 HZ1205'146 AND 7.7 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 HZ1205'A U.S.G.S. BRONZE DISK SET IN THE TOP OF A 6 IN X 6 IN CONCRETE
 HZ1205'POST PROJECTING 6 INCHES AND STAMPED 2M-1926 798.
 HZ1205
 HZ1205                          STATION RECOVERY (1998)
 HZ1205
 HZ1205'RECOVERY NOTE BY US POWER SQUADRON 1998
 HZ1205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1755 ***********************************************************************
 GY1755  DESIGNATION -  2 RHP RESET
 GY1755  PID         -  GY1755
 GY1755  STATE/COUNTY-  KY/BREATHITT
 GY1755  USGS QUAD   -  JACKSON (1978)
 GY1755
 GY1755                         *CURRENT SURVEY CONTROL
 GY1755  ___________________________________________________________________
 GY1755* NAD 83(1986)-  37 32 46.     (N)    083 27 46.     (W)     SCALED    
 GY1755* NAVD 88     -       272.65   (+/-2cm)     894.5    (feet)  VERTCON   
 GY1755  ___________________________________________________________________
 GY1755  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GY1755
 GY1755  VERT ORDER  -  THIRD (See Below)
 GY1755
 GY1755.The horizontal coordinates were scaled from a topographic map and have
 GY1755.an estimated accuracy of +/- 6 seconds.
 GY1755
 GY1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY1755.The vertical order pertains to the NGVD 29 superseded value.
 GY1755
 GY1755.The geoid height was determined by GEOID03.
 GY1755
 GY1755;                    North         East    Units  Estimated Accuracy
 GY1755;SPC KY1Z     - 1,137,070.    1,702,090.      MT  (+/- 180 meters Scaled)
 GY1755
 GY1755                          SUPERSEDED SURVEY CONTROL
 GY1755
 GY1755  NGVD 29 (10/08/05)  272.81   (m)          895.0    (f) RESET       3  
 GY1755
 GY1755.Superseded values are not recommended for survey control.
 GY1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1755.See file dsdata.txt to determine how the superseded data were derived.
 GY1755
 GY1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB824583(NAD 83)
 GY1755_MARKER: DD = SURVEY DISK
 GY1755_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1755_SP_SET: CULVERT
 GY1755_STAMPING: 2 RHP 1949 RESET 1951 895.028
 GY1755_MARK LOGO: USGS  
 GY1755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1755+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 GY1755
 GY1755  HISTORY     - Date     Condition        Report By
 GY1755  HISTORY     - 1951     MONUMENTED       LNRR
 GY1755  HISTORY     - 1957     GOOD             CGS
 GY1755  HISTORY     - 19960430 GOOD             KYDT
 GY1755
 GY1755                          STATION DESCRIPTION
 GY1755
 GY1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY1755'3 MI E FROM OAKDALE.
 GY1755'3.0 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GY1755'THE POST OFFICE AT OAKDALE, 0.4 MILE NORTHEAST OF THE EAST END OF
 GY1755'CHENOWEE TUNNEL, 0.1 MILE SOUTHWEST OF MILE POST 192, AT BRIDGE
 GY1755'NO. 87 OVER A SMALL CREEK, IN THE EAST END OF THE SOUTH CONCRETE
 GY1755'ABUTMENT, 18 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 5
 GY1755'FEET EAST OF THE EAST RAIL OF A SIDE TRACK, 1.2 FEET SOUTH OF
 GY1755'THE NORTH END OF THE ABUTMENT, 4.1 FEET BELOW THE LEVEL OF THE
 GY1755'TRACK.
 GY1755
 GY1755                          STATION RECOVERY (1996)
 GY1755
 GY1755'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0008 ***********************************************************************
 GD0008  DESIGNATION -  2 USGS
 GD0008  PID         -  GD0008
 GD0008  STATE/COUNTY-  KY/LYON
 GD0008  USGS QUAD   -  BIRMINGHAM POINT (1987)
 GD0008
 GD0008                         *CURRENT SURVEY CONTROL
 GD0008  ___________________________________________________________________
 GD0008* NAD 83(1986)-  36 59 15.     (N)    088 13 34.     (W)     SCALED    
 GD0008* NAVD 88     -       115.539  (meters)     379.06   (feet)  ADJUSTED  
 GD0008  ___________________________________________________________________
 GD0008  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GD0008  DYNAMIC HT  -         115.452 (meters)     378.78  (feet)  COMP
 GD0008  MODELED GRAV-     979,877.9   (mgal)                       NAVD 88
 GD0008
 GD0008  VERT ORDER  -  FIRST     CLASS I
 GD0008
 GD0008.The horizontal coordinates were scaled from a topographic map and have
 GD0008.an estimated accuracy of +/- 6 seconds.
 GD0008
 GD0008.The orthometric height was determined by differential leveling
 GD0008.and adjusted by the National Geodetic Survey in June 1991..
 GD0008
 GD0008.The geoid height was determined by GEOID03.
 GD0008
 GD0008.The dynamic height is computed by dividing the NAVD 88
 GD0008.geopotential number by the normal gravity value computed on the
 GD0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0008.degrees latitude (g = 980.6199 gals.).
 GD0008
 GD0008.The modeled gravity was interpolated from observed gravity values.
 GD0008
 GD0008;                    North         East    Units  Estimated Accuracy
 GD0008;SPC KY1Z     - 1,075,530.    1,279,580.      MT  (+/- 180 meters Scaled)
 GD0008
 GD0008                          SUPERSEDED SURVEY CONTROL
 GD0008
 GD0008  NGVD 29 (??/??/??)  115.614  (m)          379.31   (f) ADJUSTED    1 1
 GD0008
 GD0008.Superseded values are not recommended for survey control.
 GD0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0008.See file dsdata.txt to determine how the superseded data were derived.
 GD0008
 GD0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF908941(NAD 83)
 GD0008_MARKER: DD = SURVEY DISK
 GD0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0008_STAMPING: NO-2
 GD0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0008+STABILITY: SURFACE MOTION
 GD0008
 GD0008  HISTORY     - Date     Condition        Report By
 GD0008  HISTORY     - UNK      MONUMENTED       USGS
 GD0008  HISTORY     - 1968     GOOD             CGS
 GD0008  HISTORY     - 1989     GOOD             USPSQD
 GD0008  HISTORY     - 20030805 MARK NOT FOUND   KYDT
 GD0008
 GD0008                          STATION DESCRIPTION
 GD0008
 GD0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0008'3.4 MI S FROM BARKLEY DAM.
 GD0008'ABOUT 0.75 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 GD0008'FROM THE NAVIGATION LOCK AT BARKLEY DAM, THENCE 0.6 MILE SOUTH
 GD0008'ALONG A SIDETRACK, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD
 GD0008'TO THE POST OFFICE AT GRAND RIVERS, THENCE 1.3 MILES SOUTH ALONG
 GD0008'STATE HIGHWAY 453, THENCE 0.3 MILE SOUTHWEST ALONG THE NORTHWEST
 GD0008'BANK AT BARKLEY CANAL, 0.3 MILE SOUTHWEST OF THE HIGHWAY
 GD0008'BRIDGE OVER THE CANAL, 9 FEET NORTHEAST OF THE EAST CORNER OF
 GD0008'A 5 1/2- X 5 1/2-FOOT METAL BUILDING WHICH HOUSES A STREAM FLOW
 GD0008'MEASURING STATION, 48 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 GD0008'RIP-RAP FOR THE CANAL, 33 FEET NORTHWEST OF THE CENTERLINE OF A
 GD0008'GRAVELED ROAD THAT PARALLELS THE CANAL, 48.7 FEET NORTH OF BENCH MARK
 GD0008'NO-1 (USGS), ABOUT 14 FEET ABOVE THE LEVEL OF THE BERM OF THE CANAL,
 GD0008'AND A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A ONCRETE POST
 GD0008'WHICH PROJECTS 2 INCHES.
 GD0008
 GD0008                          STATION RECOVERY (1989)
 GD0008
 GD0008'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 GD0008'RECOVERED IN GOOD CONDITION.
 GD0008
 GD0008                          STATION RECOVERY (2003)
 GD0008
 GD0008'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GD0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1245 ***********************************************************************
 GZ1245  DESIGNATION -  20 RM 1
 GZ1245  PID         -  GZ1245
 GZ1245  STATE/COUNTY-  KY/JESSAMINE
 GZ1245  USGS QUAD   -  WILMORE (1979)
 GZ1245
 GZ1245                         *CURRENT SURVEY CONTROL
 GZ1245  ___________________________________________________________________
 GZ1245* NAD 83(1986)-  37 52 28.     (N)    084 37 51.     (W)     SCALED    
 GZ1245* NAVD 88     -       283.167  (meters)     929.02   (feet)  POSTED    
 GZ1245  ___________________________________________________________________
 GZ1245  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GZ1245  DYNAMIC HT  -         282.950 (meters)     928.31  (feet)  COMP
 GZ1245  MODELED GRAV-     979,868.1   (mgal)                       NAVD 88
 GZ1245
 GZ1245  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GZ1245
 GZ1245.The horizontal coordinates were scaled from a topographic map and have
 GZ1245.an estimated accuracy of +/- 6 seconds.
 GZ1245
 GZ1245.The orthometric height was determined by differential leveling
 GZ1245.and adjusted by the National Geodetic Survey in 1992..
 GZ1245.No vertical observational check was made to the station.
 GZ1245.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GZ1245.was located on a no-check spur therefore a value was not computed.
 GZ1245
 GZ1245.The geoid height was determined by GEOID03.
 GZ1245
 GZ1245.The dynamic height is computed by dividing the NAVD 88
 GZ1245.geopotential number by the normal gravity value computed on the
 GZ1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1245.degrees latitude (g = 980.6199 gals.).
 GZ1245
 GZ1245.The modeled gravity was interpolated from observed gravity values.
 GZ1245
 GZ1245;                    North         East    Units  Estimated Accuracy
 GZ1245;SPC KY1Z     - 1,171,630.    1,598,460.      MT  (+/- 180 meters Scaled)
 GZ1245
 GZ1245                          SUPERSEDED SURVEY CONTROL
 GZ1245
 GZ1245  NGVD 29 (??/??/92)  283.312  (m)          929.50   (f) ADJ UNCH    1 2
 GZ1245
 GZ1245.Superseded values are not recommended for survey control.
 GZ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1245.See file dsdata.txt to determine how the superseded data were derived.
 GZ1245
 GZ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG083945(NAD 83)
 GZ1245_MARKER: DR = REFERENCE MARK DISK
 GZ1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1245_STAMPING: NO 20 NO 1 1935 929.499
 GZ1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1245+STABILITY: SURFACE MOTION
 GZ1245
 GZ1245  HISTORY     - Date     Condition        Report By
 GZ1245  HISTORY     - 1935     MONUMENTED       CGS
 GZ1245  HISTORY     - 1950     GOOD             NGS
 GZ1245  HISTORY     - 1958     GOOD             NGS
 GZ1245
 GZ1245                          STATION DESCRIPTION
 GZ1245
 GZ1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1245'2.1 MI NE FROM WILMORE.
 GZ1245'ABOUT 2.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1245'STATION AT WILMORE, AT A FENCE CORNER ON THE TOP OF A BANK
 GZ1245'OF DEEP RAILWAY CUT, 221 1/2 FEET NORTH OF THE STATION MARK,
 GZ1245'232 FEET NORTH-NORTHEAST OF RM NO. 2, 228 1/2 FEET NORTH OF
 GZ1245'THE RAILWAY R/W FENCE LINE, 1 FOOT WEST OF A FENCE LINE LEADING
 GZ1245'SOUTH, 1 1/2 FEET SOUTH OF A FENCE CORNER AT JUNCTION OF FENCE
 GZ1245'LEADING WEST, ABOUT 25 FEET ABOVE THE TRACK AND SET IN THE TOP OF
 GZ1245'A CONCRETE POST PROJECTING 4 INCHES.
 GZ1245
 GZ1245                          STATION RECOVERY (1958)
 GZ1245
 GZ1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1244 ***********************************************************************
 GZ1244  DESIGNATION -  20 RM 2
 GZ1244  PID         -  GZ1244
 GZ1244  STATE/COUNTY-  KY/JESSAMINE
 GZ1244  USGS QUAD   -  WILMORE (1979)
 GZ1244
 GZ1244                         *CURRENT SURVEY CONTROL
 GZ1244  ___________________________________________________________________
 GZ1244* NAD 83(1986)-  37 52 29.     (N)    084 37 48.     (W)     SCALED    
 GZ1244* NAVD 88     -       284.166  (meters)     932.30   (feet)  POSTED    
 GZ1244  ___________________________________________________________________
 GZ1244  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GZ1244  DYNAMIC HT  -         283.950 (meters)     931.59  (feet)  COMP
 GZ1244  MODELED GRAV-     979,868.1   (mgal)                       NAVD 88
 GZ1244
 GZ1244  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GZ1244
 GZ1244.The horizontal coordinates were scaled from a topographic map and have
 GZ1244.an estimated accuracy of +/- 6 seconds.
 GZ1244
 GZ1244.The orthometric height was determined by differential leveling
 GZ1244.and adjusted by the National Geodetic Survey in 1992..
 GZ1244.No vertical observational check was made to the station.
 GZ1244.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GZ1244.was located on a no-check spur therefore a value was not computed.
 GZ1244
 GZ1244.The geoid height was determined by GEOID03.
 GZ1244
 GZ1244.The dynamic height is computed by dividing the NAVD 88
 GZ1244.geopotential number by the normal gravity value computed on the
 GZ1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1244.degrees latitude (g = 980.6199 gals.).
 GZ1244
 GZ1244.The modeled gravity was interpolated from observed gravity values.
 GZ1244
 GZ1244;                    North         East    Units  Estimated Accuracy
 GZ1244;SPC KY1Z     - 1,171,660.    1,598,530.      MT  (+/- 180 meters Scaled)
 GZ1244
 GZ1244                          SUPERSEDED SURVEY CONTROL
 GZ1244
 GZ1244  NGVD 29 (??/??/92)  284.310  (m)          932.77   (f) ADJ UNCH    1 2
 GZ1244
 GZ1244.Superseded values are not recommended for survey control.
 GZ1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1244.See file dsdata.txt to determine how the superseded data were derived.
 GZ1244
 GZ1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG084945(NAD 83)
 GZ1244_MARKER: DR = REFERENCE MARK DISK
 GZ1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1244_STAMPING: NO 20 NO 2 1935 932.774
 GZ1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1244+STABILITY: SURFACE MOTION
 GZ1244
 GZ1244  HISTORY     - Date     Condition        Report By
 GZ1244  HISTORY     - 1935     MONUMENTED       CGS
 GZ1244  HISTORY     - 1950     GOOD             NGS
 GZ1244  HISTORY     - 1958     GOOD             NGS
 GZ1244
 GZ1244                          STATION DESCRIPTION
 GZ1244
 GZ1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1244'2.1 MI NE FROM WILMORE.
 GZ1244'ABOUT 2.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1244'STATION AT WILMORE, ON THE TOP OF BANK OF A DEEP RAILWAY CUT,
 GZ1244'232 FEET SOUTH-SOUTHWEST OF RM NO. 1, 60 1/2 FEET WEST OF THE
 GZ1244'STATION MARK, 61 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF
 GZ1244'THE RAILWAY R/W FENCE LINE, ABOUT 30 FEET ABOVE THE TRACKS AND
 GZ1244'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1244
 GZ1244                          STATION RECOVERY (1958)
 GZ1244
 GZ1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1246 ***********************************************************************
 GZ1246  DESIGNATION -  21
 GZ1246  PID         -  GZ1246
 GZ1246  STATE/COUNTY-  KY/JESSAMINE
 GZ1246  USGS QUAD   -  WILMORE (1979)
 GZ1246
 GZ1246                         *CURRENT SURVEY CONTROL
 GZ1246  ___________________________________________________________________
 GZ1246* NAD 83(1986)-  37 52 20.     (N)    084 38 25.     (W)     SCALED    
 GZ1246* NAVD 88     -       271.249  (meters)     889.92   (feet)  POSTED    
 GZ1246  ___________________________________________________________________
 GZ1246  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GZ1246  DYNAMIC HT  -         271.040 (meters)     889.24  (feet)  COMP
 GZ1246  MODELED GRAV-     979,868.6   (mgal)                       NAVD 88
 GZ1246
 GZ1246  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GZ1246
 GZ1246.The horizontal coordinates were scaled from a topographic map and have
 GZ1246.an estimated accuracy of +/- 6 seconds.
 GZ1246
 GZ1246.The orthometric height was determined by differential leveling
 GZ1246.and adjusted by the National Geodetic Survey in 1992..
 GZ1246.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GZ1246.rate of 2.1 thru 3.0 mm/km.
 GZ1246
 GZ1246.The geoid height was determined by GEOID03.
 GZ1246
 GZ1246.The dynamic height is computed by dividing the NAVD 88
 GZ1246.geopotential number by the normal gravity value computed on the
 GZ1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1246.degrees latitude (g = 980.6199 gals.).
 GZ1246
 GZ1246.The modeled gravity was interpolated from observed gravity values.
 GZ1246
 GZ1246;                    North         East    Units  Estimated Accuracy
 GZ1246;SPC KY1Z     - 1,171,370.    1,597,630.      MT  (+/- 180 meters Scaled)
 GZ1246
 GZ1246                          SUPERSEDED SURVEY CONTROL
 GZ1246
 GZ1246  NGVD 29 (??/??/92)  271.397  (m)          890.41   (f) ADJ UNCH    1 2
 GZ1246
 GZ1246.Superseded values are not recommended for survey control.
 GZ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1246.See file dsdata.txt to determine how the superseded data were derived.
 GZ1246
 GZ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG075942(NAD 83)
 GZ1246_MARKER: DD = SURVEY DISK
 GZ1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1246_STAMPING: 21 890.408
 GZ1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1246+STABILITY: SURFACE MOTION
 GZ1246
 GZ1246  HISTORY     - Date     Condition        Report By
 GZ1246  HISTORY     - UNK      MONUMENTED       KYGS
 GZ1246  HISTORY     - 1950     GOOD             NGS
 GZ1246  HISTORY     - 1958     GOOD             NGS
 GZ1246
 GZ1246                          STATION DESCRIPTION
 GZ1246
 GZ1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1246'1.5 MI NE FROM WILMORE.
 GZ1246'ABOUT 1.5 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1246'STATION AT WILMORE, ABOUT 0.2 MILE WEST OF A WOODEN OVERPASS
 GZ1246'OVER THE TRACKS, 86 FEET EAST OF AN 8-INCH LOCUST TREE IN FENCE
 GZ1246'LINE, 65 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 GZ1246'55 1/2 FEET WEST OF TELEPHONE POLE NO. 23G, 5 FEET NORTH OF A
 GZ1246'FENCE LINE, ABOUT 4 1/2 FEET BELOW THE TRACKS AND SET IN THE
 GZ1246'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ1246
 GZ1246                          STATION RECOVERY (1958)
 GZ1246
 GZ1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0637 ***********************************************************************
 HA0637  DESIGNATION -  21 JDN
 HA0637  PID         -  HA0637
 HA0637  STATE/COUNTY-  KY/DAVIESS
 HA0637  USGS QUAD   -  OWENSBORO WEST (1980)
 HA0637
 HA0637                         *CURRENT SURVEY CONTROL
 HA0637  ___________________________________________________________________
 HA0637* NAD 83(1986)-  37 48 55.     (N)    087 12 48.     (W)     SCALED    
 HA0637* NAVD 88     -       117.503  (meters)     385.51   (feet)  ADJUSTED  
 HA0637  ___________________________________________________________________
 HA0637  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HA0637  DYNAMIC HT  -         117.423 (meters)     385.25  (feet)  COMP
 HA0637  MODELED GRAV-     979,943.9   (mgal)                       NAVD 88
 HA0637
 HA0637  VERT ORDER  -  FIRST     CLASS II
 HA0637
 HA0637.The horizontal coordinates were scaled from a topographic map and have
 HA0637.an estimated accuracy of +/- 6 seconds.
 HA0637
 HA0637.The orthometric height was determined by differential leveling
 HA0637.and adjusted by the National Geodetic Survey in June 1991..
 HA0637
 HA0637.The geoid height was determined by GEOID03.
 HA0637
 HA0637.The dynamic height is computed by dividing the NAVD 88
 HA0637.geopotential number by the normal gravity value computed on the
 HA0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0637.degrees latitude (g = 980.6199 gals.).
 HA0637
 HA0637.The modeled gravity was interpolated from observed gravity values.
 HA0637
 HA0637;                    North         East    Units  Estimated Accuracy
 HA0637;SPC KY1Z     - 1,165,480.    1,371,170.      MT  (+/- 180 meters Scaled)
 HA0637
 HA0637                          SUPERSEDED SURVEY CONTROL
 HA0637
 HA0637  NGVD 29 (??/??/92)  117.604  (m)          385.84   (f) ADJ UNCH    1 2
 HA0637
 HA0637.Superseded values are not recommended for survey control.
 HA0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0637.See file dsdata.txt to determine how the superseded data were derived.
 HA0637
 HA0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG812853(NAD 83)
 HA0637_MARKER: DD = SURVEY DISK
 HA0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0637_STAMPING: 21 JDN 386 1950
 HA0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0637+STABILITY: SURFACE MOTION
 HA0637
 HA0637  HISTORY     - Date     Condition        Report By
 HA0637  HISTORY     - 1950     MONUMENTED       USGS
 HA0637  HISTORY     - 1953     GOOD             NGS
 HA0637
 HA0637                          STATION DESCRIPTION
 HA0637
 HA0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0637'4.2 MI E FROM STANLEY.
 HA0637'ABOUT 1.35 MILES NORTHEAST ALONG A BLACK TOP AND GRAVEL ROAD FROM
 HA0637'THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT STANLEY,
 HA0637'THENCE ABOUT 2.85 MILES SOUTHEAST AND SOUTH ALONG A GRAVEL ROAD,
 HA0637'AT AN EAST-WEST CROSSROAD AND AT CROSSING OF THE LOUISVILLE
 HA0637'AND NASHVILLE RAILROAD, 27 FEET WEST OF CENTER LINE OF NORTH-SOUTH
 HA0637'ROAD, 44 FEET NORTHWEST OF CENTER OF ROAD INTERSECTION, 35 1/2
 HA0637'FEET SOUTHWEST OF CENTER OF RAILROAD CROSSING, 39 FEET NORTH
 HA0637'OF CENTER LINE OF ROAD PARALLEL TO TRACK, 13 1/2 FEET SOUTH
 HA0637'OF SOUTH RAIL OF TRACK, ABOUT 1 1/2 FEET ABOVE LEVEL OF RAILROAD
 HA0637'CROSSING AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0637'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1088 ***********************************************************************
 GC1088  DESIGNATION -  21 JWM
 GC1088  PID         -  GC1088
 GC1088  STATE/COUNTY-  KY/CHRISTIAN
 GC1088  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1088
 GC1088                         *CURRENT SURVEY CONTROL
 GC1088  ___________________________________________________________________
 GC1088* NAD 83(1986)-  36 48 39.     (N)    087 29 24.     (W)     SCALED    
 GC1088* NAVD 88     -       162.244  (meters)     532.30   (feet)  ADJUSTED  
 GC1088  ___________________________________________________________________
 GC1088  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC1088  DYNAMIC HT  -         162.116 (meters)     531.88  (feet)  COMP
 GC1088  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 GC1088
 GC1088  VERT ORDER  -  FIRST     CLASS II
 GC1088
 GC1088.The horizontal coordinates were scaled from a topographic map and have
 GC1088.an estimated accuracy of +/- 6 seconds.
 GC1088
 GC1088.The orthometric height was determined by differential leveling
 GC1088.and adjusted by the National Geodetic Survey in June 1991..
 GC1088
 GC1088.The geoid height was determined by GEOID03.
 GC1088
 GC1088.The dynamic height is computed by dividing the NAVD 88
 GC1088.geopotential number by the normal gravity value computed on the
 GC1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1088.degrees latitude (g = 980.6199 gals.).
 GC1088
 GC1088.The modeled gravity was interpolated from observed gravity values.
 GC1088
 GC1088;                    North         East    Units  Estimated Accuracy
 GC1088;SPC KY1Z     - 1,054,440.    1,344,730.      MT  (+/- 180 meters Scaled)
 GC1088
 GC1088                          SUPERSEDED SURVEY CONTROL
 GC1088
 GC1088  NGVD 29 (??/??/92)  162.315  (m)          532.53   (f) ADJ UNCH    1 2
 GC1088
 GC1088.Superseded values are not recommended for survey control.
 GC1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1088.See file dsdata.txt to determine how the superseded data were derived.
 GC1088
 GC1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF562740(NAD 83)
 GC1088_MARKER: DD = SURVEY DISK
 GC1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1088_STAMPING: 21 JWM 1949 532
 GC1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1088+STABILITY: SURFACE MOTION
 GC1088
 GC1088  HISTORY     - Date     Condition        Report By
 GC1088  HISTORY     - 1949     MONUMENTED       USGS
 GC1088  HISTORY     - 1949     GOOD             NGS
 GC1088
 GC1088                          STATION DESCRIPTION
 GC1088
 GC1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1088'4.1 MI S FROM HOPKINSVILLE.
 GC1088'4.1 MILES SOUTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM ITS
 GC1088'JUNCTION WITH THE ILLINOIS CENTRAL RAILROAD AT HOPKINSVILLE,
 GC1088'AT A SMALL PUBLIC GRAVEL ROAD CROSSING, ABOUT 80 YARDS
 GC1088'SOUTH OF MILE POST H 81, 29 FEET EAST OF THE EAST RAIL, 18
 GC1088'FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 46 FEET
 GC1088'EAST-SOUTHEAST OF THE CENTER OF THE CROSSING, 3 FEET SOUTH OF
 GC1088'A TELEPHONE POLE, 44 FEET SOUTHEAST AND ACROSS THE ROAD FROM A
 GC1088'CROSSING WARNING SIGN, 1 1/2 FEET EAST OF A WHITE WOODEN
 GC1088'WITNESS POST, 1 1/2 FEET ABOVE THE CROSSING AND SET IN THE TOP
 GC1088'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0119 ***********************************************************************
 GZ0119  DESIGNATION -  216
 GZ0119  PID         -  GZ0119
 GZ0119  STATE/COUNTY-  KY/FAYETTE
 GZ0119  USGS QUAD   -  FORD (1993)
 GZ0119
 GZ0119                         *CURRENT SURVEY CONTROL
 GZ0119  ___________________________________________________________________
 GZ0119* NAD 83(1986)-  37 55 17.     (N)    084 22 13.     (W)     SCALED    
 GZ0119* NAVD 88     -       298.497  (meters)     979.32   (feet)  ADJUSTED  
 GZ0119  ___________________________________________________________________
 GZ0119  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 GZ0119  DYNAMIC HT  -         298.282 (meters)     978.61  (feet)  COMP
 GZ0119  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 GZ0119
 GZ0119  VERT ORDER  -  SECOND    CLASS 0
 GZ0119
 GZ0119.The horizontal coordinates were scaled from a topographic map and have
 GZ0119.an estimated accuracy of +/- 6 seconds.
 GZ0119
 GZ0119.The orthometric height was determined by differential leveling
 GZ0119.and adjusted by the National Geodetic Survey in June 1991..
 GZ0119.WARNING-Repeat measurements at this control monument indicate possible
 GZ0119.vertical movement.
 GZ0119
 GZ0119.The geoid height was determined by GEOID03.
 GZ0119
 GZ0119.The dynamic height is computed by dividing the NAVD 88
 GZ0119.geopotential number by the normal gravity value computed on the
 GZ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0119.degrees latitude (g = 980.6199 gals.).
 GZ0119
 GZ0119.The modeled gravity was interpolated from observed gravity values.
 GZ0119
 GZ0119;                    North         East    Units  Estimated Accuracy
 GZ0119;SPC KY1Z     - 1,177,140.    1,621,300.      MT  (+/- 180 meters Scaled)
 GZ0119
 GZ0119                          SUPERSEDED SURVEY CONTROL
 GZ0119
 GZ0119  NGVD 29 (??/??/92)  298.638  (m)          979.78   (f) ADJ UNCH    2 0
 GZ0119
 GZ0119.Superseded values are not recommended for survey control.
 GZ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0119.See file dsdata.txt to determine how the superseded data were derived.
 GZ0119
 GZ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH311003(NAD 83)
 GZ0119_MARKER: DD = SURVEY DISK
 GZ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0119_STAMPING: 216
 GZ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0119+STABILITY: SURFACE MOTION
 GZ0119
 GZ0119  HISTORY     - Date     Condition        Report By
 GZ0119  HISTORY     - UNK      MONUMENTED       KYGS
 GZ0119  HISTORY     - 1960     GOOD             PAS
 GZ0119  HISTORY     - 1963     GOOD             NGS
 GZ0119
 GZ0119                          STATION DESCRIPTION
 GZ0119
 GZ0119'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0119'2 MI S FROM ATHENS.
 GZ0119'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0119'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.1 MILES SOUTH
 GZ0119'ALONG CLEVELAND ROAD, THENCE ABOUT 0.05 MILE SOUTHEAST ALONG
 GZ0119'U.S. HIGHWAY 25 AND 421, 40.5 FEET NORTHWEST OF INTERSECTION
 GZ0119'OF HIGHWAY AND DRIVE SOUTHWEST TO A 1 1/2 STORY BRICK HOUSE,
 GZ0119'36.1 FEET SOUTHWEST AND ACROSS HIGHWAY FROM TELEPHONE POLE 322,
 GZ0119'21.0 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 13.8 FEET
 GZ0119'SOUTHEAST OF THE NORTHEAST CORNER OF A ROCK COLUMN AT WALKWAY,
 GZ0119'2.5 FEET NORTHEAST OF ROCK WALL, 1.9 FEET NORTHEAST OF A METAL
 GZ0119'WITNESS POST AND SIGN AND ABOUT LEVEL WITH HIGHWAY.  A STATE
 GZ0119'SURVEY DISK STAMPED 216 AND SET IN THE TOP OF A CONCRETE POST
 GZ0119'PROJECTING 1 INCH.  NOTE-- THE DISK HAS BEEN SCARRED BUT IS STILL
 GZ0119'VERY LEGIBLE AND THE NORTHEAST AND NORTHWEST CORNERS OF POST HAVE
 GZ0119'BEEN CHIPPED OFF, BUT THE POST AND DISK ARE STILL SOLID.
 GZ0119
 GZ0119                          STATION RECOVERY (1963)
 GZ0119
 GZ0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GZ0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0128 ***********************************************************************
 GZ0128  DESIGNATION -  218
 GZ0128  PID         -  GZ0128
 GZ0128  STATE/COUNTY-  KY/FAYETTE
 GZ0128  USGS QUAD   -  FORD (1993)
 GZ0128
 GZ0128                         *CURRENT SURVEY CONTROL
 GZ0128  ___________________________________________________________________
 GZ0128* NAD 83(1993)-  37 54 23.56139(N)    084 21 23.32041(W)     ADJUSTED  
 GZ0128* NAVD 88     -       290.331  (meters)     952.53   (feet)  ADJUSTED  
 GZ0128  ___________________________________________________________________
 GZ0128  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 GZ0128  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 GZ0128  DYNAMIC HT  -         290.122 (meters)     951.84  (feet)  COMP
 GZ0128  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 GZ0128
 GZ0128  HORZ ORDER  -  SECOND
 GZ0128  VERT ORDER  -  SECOND    CLASS 0
 GZ0128
 GZ0128.The horizontal coordinates were established by classical geodetic methods
 GZ0128.and adjusted by the National Geodetic Survey in December 1995..
 GZ0128
 GZ0128.The orthometric height was determined by differential leveling
 GZ0128.and adjusted by the National Geodetic Survey in June 1991..
 GZ0128
 GZ0128.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0128
 GZ0128.The geoid height was determined by GEOID03.
 GZ0128
 GZ0128.The dynamic height is computed by dividing the NAVD 88
 GZ0128.geopotential number by the normal gravity value computed on the
 GZ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0128.degrees latitude (g = 980.6199 gals.).
 GZ0128
 GZ0128.The modeled gravity was interpolated from observed gravity values.
 GZ0128
 GZ0128;                    North         East     Units Scale Factor Converg.
 GZ0128;SPC KY1Z     - 1,175,513.680 1,622,535.453   MT  0.99990508   +0 51 20.0
 GZ0128;SPC KY1Z     - 3,856,664.47  5,323,268.40   sFT  0.99990508   +0 51 20.0
 GZ0128;SPC KY N     -    45,130.540   490,635.841   MT  1.00000964   -0 03 58.5
 GZ0128;SPC KY N     -   148,065.78  1,609,694.42   sFT  1.00000964   -0 03 58.5
 GZ0128;SPC KY S     -   675,495.803   622,546.610   MT  0.99999522   +0 50 42.4
 GZ0128;SPC KY S     - 2,216,189.15  2,042,471.67   sFT  0.99999522   +0 50 42.4
 GZ0128;UTM  16      - 4,198,741.328   732,408.809   MT  1.00026531   +1 37 29.4
 GZ0128
 GZ0128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0128!SPC KY1Z     -   0.99995957  x   0.99990508  =   0.99986465
 GZ0128!SPC KY N     -   0.99995957  x   1.00000964  =   0.99996921
 GZ0128!SPC KY S     -   0.99995957  x   0.99999522  =   0.99995479
 GZ0128!UTM  16      -   0.99995957  x   1.00026531  =   1.00022487
 GZ0128
 GZ0128                          SUPERSEDED SURVEY CONTROL
 GZ0128
 GZ0128  NAD 83(1986)-  37 54 23.56787(N)    084 21 23.32559(W) AD(       ) 2
 GZ0128  NAD 27      -  37 54 23.28400(N)    084 21 23.56900(W) AD(       ) 2
 GZ0128  NGVD 29 (??/??/92)  290.484  (m)          953.03   (f) ADJ UNCH    2 0
 GZ0128
 GZ0128.Superseded values are not recommended for survey control.
 GZ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0128.See file dsdata.txt to determine how the superseded data were derived.
 GZ0128
 GZ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3240998741(NAD 83)
 GZ0128_MARKER: DD = SURVEY DISK
 GZ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0128_STAMPING: 218
 GZ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0128+STABILITY: SURFACE MOTION
 GZ0128
 GZ0128  HISTORY     - Date     Condition        Report By
 GZ0128  HISTORY     - 1951     MONUMENTED       KYGS
 GZ0128  HISTORY     - 1957     GOOD             CGS
 GZ0128  HISTORY     - 1960     GOOD             PAS
 GZ0128
 GZ0128                          STATION DESCRIPTION
 GZ0128
 GZ0128'DESCRIBED BY KENTUCKY GEODETIC SURVEY 1951 (LWS)
 GZ0128'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHEAST OF LEXINGTON AND
 GZ0128'ABOUT 12 MILES NORTHWEST OF RICHMOND.  IT IS 71 FEET SOUTHWEST OF
 GZ0128'THE SOUTHWEST CORNER OF A FRAME HOUSE, 21 FEET NORTHEAST OF THE
 GZ0128'CENTER OF U.S. HIGHWAY NO. 25, 6 FEET SOUTHEAST OF A TELEPHONE
 GZ0128'POLE AND 2 FEET NORTHWEST OF A 6 INCH OAK TREE.  THE MARK IS A 4X4
 GZ0128'INCH CONCRETE POST FLUSH WITH THE GROUND WITH A BRONZE KY. GEOD.
 GZ0128'S. DISK ATOP STAMPED 218.
 GZ0128'
 GZ0128'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MC QUEEN
 GZ0128'AND THE DISTANCE WAS FOUND TO BE 29.466 METERS (96.67 FEET).
 GZ0128'
 GZ0128'TO REACH THE STATION FROM THE MADISON COUNTY COURTHOUSE IN RICHMOND,
 GZ0128'GO NORTHWEST ON U.S. HIGHWAY NO. 25 FOR 12.3 MILES TO THE STATION ON
 GZ0128'THE RIGHT AS DESCRIBED.
 GZ0128
 GZ0128                          STATION RECOVERY (1957)
 GZ0128
 GZ0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 GZ0128'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 GZ0128'THE TREE ADJACENT TO THE STATION IS A LOCUST INSTEAD OF AN
 GZ0128'OAK.
 GZ0128
 GZ0128                          STATION RECOVERY (1960)
 GZ0128
 GZ0128'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0128'3 MI S FROM ATHENS.
 GZ0128'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0128'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.1 MILES SOUTH
 GZ0128'ALONG CLEVELAND ROAD, THENCE ABOUT 1.35 MILES SOUTHEAST ALONG
 GZ0128'U.S. HIGHWAY 25 AND 421, AT THE SOUTHWEST CORNER OF YARD AT
 GZ0128'MR. A.B. MC QUEENS RESIDENCE, 71.2 FEET SOUTH-SOUTHWEST OF THE
 GZ0128'SOUTHWEST CORNER OF MC QUEENS RESIDENCE, 21.9 FEET NORTHEAST
 GZ0128'OF THE CENTERLINE OF HIGHWAY, 5.2 FEET SOUTHEAST OF TELEPHONE
 GZ0128'POLE 373, 3.5 FEET WEST OF A 10 INCH LOCUST TREE AND ABOUT
 GZ0128'LEVEL WITH HIGHWAY.  A STATE SURVEY DISK STAMPED 218 AND SET
 GZ0128'IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1247 ***********************************************************************
 GZ1247  DESIGNATION -  22
 GZ1247  PID         -  GZ1247
 GZ1247  STATE/COUNTY-  KY/JESSAMINE
 GZ1247  USGS QUAD   -  WILMORE (1979)
 GZ1247
 GZ1247                         *CURRENT SURVEY CONTROL
 GZ1247  ___________________________________________________________________
 GZ1247* NAD 83(1986)-  37 52 05.     (N)    084 39 02.     (W)     SCALED    
 GZ1247* NAVD 88     -       275.092  (meters)     902.53   (feet)  POSTED    
 GZ1247  ___________________________________________________________________
 GZ1247  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GZ1247  DYNAMIC HT  -         274.880 (meters)     901.84  (feet)  COMP
 GZ1247  MODELED GRAV-     979,869.1   (mgal)                       NAVD 88
 GZ1247
 GZ1247  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GZ1247
 GZ1247.The horizontal coordinates were scaled from a topographic map and have
 GZ1247.an estimated accuracy of +/- 6 seconds.
 GZ1247
 GZ1247.The orthometric height was determined by differential leveling
 GZ1247.and adjusted by the National Geodetic Survey in 1992..
 GZ1247.No vertical observational check was made to the station.
 GZ1247.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GZ1247.was located on a no-check spur therefore a value was not computed.
 GZ1247
 GZ1247.The geoid height was determined by GEOID03.
 GZ1247
 GZ1247.The dynamic height is computed by dividing the NAVD 88
 GZ1247.geopotential number by the normal gravity value computed on the
 GZ1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1247.degrees latitude (g = 980.6199 gals.).
 GZ1247
 GZ1247.The modeled gravity was interpolated from observed gravity values.
 GZ1247
 GZ1247;                    North         East    Units  Estimated Accuracy
 GZ1247;SPC KY1Z     - 1,170,900.    1,596,730.      MT  (+/- 180 meters Scaled)
 GZ1247
 GZ1247                          SUPERSEDED SURVEY CONTROL
 GZ1247
 GZ1247  NGVD 29 (??/??/92)  275.243  (m)          903.03   (f) ADJ UNCH    1 2
 GZ1247
 GZ1247.Superseded values are not recommended for survey control.
 GZ1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1247.See file dsdata.txt to determine how the superseded data were derived.
 GZ1247
 GZ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG066937(NAD 83)
 GZ1247_MARKER: DD = SURVEY DISK
 GZ1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1247_STAMPING: 22
 GZ1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1247+STABILITY: SURFACE MOTION
 GZ1247
 GZ1247  HISTORY     - Date     Condition        Report By
 GZ1247  HISTORY     - UNK      MONUMENTED       KYGS
 GZ1247  HISTORY     - 1950     GOOD             NGS
 GZ1247  HISTORY     - 1958     GOOD             NGS
 GZ1247
 GZ1247                          STATION DESCRIPTION
 GZ1247
 GZ1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1247'0.9 MI NE FROM WILMORE.
 GZ1247'ABOUT 0.9 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1247'STATION AT WILMORE, ABOUT 0.25 MILE SOUTH OF MILE POST 97,
 GZ1247'ON TOP OF THE FIRST CUT SOUTH OF A SIGN STATION ONE MILE, 33
 GZ1247'FEET NORTHWEST OF THE NORHWEST RAIL OF THE NORTHWEST TRACK,
 GZ1247'13 FEET NORTHWEST OF THE EDGE OF CUT, 3 FEET SOUTHEAST OF A
 GZ1247'FENCE LINE, ABOUT 15 FEET ABOVE THE TRACKS AND SET IN THE TOP
 GZ1247'OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE MARK IS
 GZ1247'ISOLATED AND NOT RECOVERED, MARK IS PROBABLY GOOD.
 GZ1247
 GZ1247                          STATION RECOVERY (1958)
 GZ1247
 GZ1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0629 ***********************************************************************
 HA0629  DESIGNATION -  22 JDN
 HA0629  PID         -  HA0629
 HA0629  STATE/COUNTY-  KY/DAVIESS
 HA0629  USGS QUAD   -  OWENSBORO WEST (1980)
 HA0629
 HA0629                         *CURRENT SURVEY CONTROL
 HA0629  ___________________________________________________________________
 HA0629* NAD 83(1986)-  37 49 24.     (N)    087 14 37.     (W)     SCALED    
 HA0629* NAVD 88     -       118.223  (meters)     387.87   (feet)  ADJUSTED  
 HA0629  ___________________________________________________________________
 HA0629  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HA0629  DYNAMIC HT  -         118.142 (meters)     387.60  (feet)  COMP
 HA0629  MODELED GRAV-     979,943.2   (mgal)                       NAVD 88
 HA0629
 HA0629  VERT ORDER  -  FIRST     CLASS II
 HA0629
 HA0629.The horizontal coordinates were scaled from a topographic map and have
 HA0629.an estimated accuracy of +/- 6 seconds.
 HA0629
 HA0629.The orthometric height was determined by differential leveling
 HA0629.and adjusted by the National Geodetic Survey in June 1991..
 HA0629
 HA0629.The geoid height was determined by GEOID03.
 HA0629
 HA0629.The dynamic height is computed by dividing the NAVD 88
 HA0629.geopotential number by the normal gravity value computed on the
 HA0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0629.degrees latitude (g = 980.6199 gals.).
 HA0629
 HA0629.The modeled gravity was interpolated from observed gravity values.
 HA0629
 HA0629;                    North         East    Units  Estimated Accuracy
 HA0629;SPC KY1Z     - 1,166,420.    1,368,520.      MT  (+/- 180 meters Scaled)
 HA0629
 HA0629                          SUPERSEDED SURVEY CONTROL
 HA0629
 HA0629  NGVD 29 (??/??/92)  118.322  (m)          388.19   (f) ADJ UNCH    1 2
 HA0629
 HA0629.Superseded values are not recommended for survey control.
 HA0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0629.See file dsdata.txt to determine how the superseded data were derived.
 HA0629
 HA0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG785862(NAD 83)
 HA0629_MARKER: DD = SURVEY DISK
 HA0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0629_STAMPING: 22 JDN 388 1950
 HA0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0629+STABILITY: SURFACE MOTION
 HA0629
 HA0629  HISTORY     - Date     Condition        Report By
 HA0629  HISTORY     - 1950     MONUMENTED       USGS
 HA0629  HISTORY     - 1953     GOOD             NGS
 HA0629
 HA0629                          STATION DESCRIPTION
 HA0629
 HA0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0629'AT STANLEY.
 HA0629'AT STANLEY, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, ABOUT
 HA0629'0.15 MILE EAST OF CROSSING OF U.S. HIGHWAY 60, ABOUT 0.1 MILE
 HA0629'EAST OF MILE POST L 123, 10 1/2 FEET NORTH OF NORTH RAIL OF
 HA0629'MAIN TRACK, 24 FEET SOUTH OF CENTER LINE OF A STREET PARALLELING
 HA0629'TO TRACK, 36 FEET WEST OF CENTER LINE OF A STREET LEADING
 HA0629'SOUTH AND CROSSING TRACK, 179 FEET EAST OF A MAIL CRANE, 82
 HA0629'FEET WEST-SOUTHWEST AND ACROSS STREET INTERSECTION FROM THE
 HA0629'SOUTHWEST CORNER OF W.R. MILLAYS STORE, ABOUT 1 FOOT ABOVE
 HA0629'LEVEL OF EAST-WEST STREET AND SET IN THE TOP OF A CONCRETE POST
 HA0629'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0997 ***********************************************************************
 HA0997  DESIGNATION -  22 JEM
 HA0997  PID         -  HA0997
 HA0997  STATE/COUNTY-  KY/HENDERSON
 HA0997  USGS QUAD   -  WILSON (1993)
 HA0997
 HA0997                         *CURRENT SURVEY CONTROL
 HA0997  ___________________________________________________________________
 HA0997* NAD 83(1993)-  37 48 42.77263(N)    087 41 35.98936(W)     ADJUSTED  
 HA0997* NAVD 88     -       118.247  (meters)     387.95   (feet)  ADJUSTED  
 HA0997  ___________________________________________________________________
 HA0997  X           -     203,064.841 (meters)                     COMP
 HA0997  Y           -  -5,041,238.575 (meters)                     COMP
 HA0997  Z           -   3,889,022.873 (meters)                     COMP
 HA0997  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 HA0997  ELLIP HEIGHT-          87.73  (meters)          (09/10/97) GPS OBS
 HA0997  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HA0997  DYNAMIC HT  -         118.165 (meters)     387.68  (feet)  COMP
 HA0997  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 HA0997
 HA0997  HORZ ORDER  -  THIRD
 HA0997  VERT ORDER  -  FIRST     CLASS II
 HA0997  ELLP ORDER  -  FOURTH    CLASS II
 HA0997
 HA0997.The horizontal coordinates were established by GPS observations
 HA0997.and adjusted by the National Geodetic Survey in September 1997..
 HA0997
 HA0997.The orthometric height was determined by differential leveling
 HA0997.and adjusted by the National Geodetic Survey in June 1991..
 HA0997
 HA0997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA0997
 HA0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0997
 HA0997.The ellipsoidal height was determined by GPS observations
 HA0997.and is referenced to NAD 83.
 HA0997
 HA0997.The geoid height was determined by GEOID03.
 HA0997
 HA0997.The dynamic height is computed by dividing the NAVD 88
 HA0997.geopotential number by the normal gravity value computed on the
 HA0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0997.degrees latitude (g = 980.6199 gals.).
 HA0997
 HA0997.The modeled gravity was interpolated from observed gravity values.
 HA0997
 HA0997;                    North         East     Units Scale Factor Converg.
 HA0997;SPC KY1Z     - 1,165,874.211 1,328,905.938   MT  0.99990557   -1 11 35.3
 HA0997;SPC KY1Z     - 3,825,038.97  4,359,918.90   sFT  0.99990557   -1 11 35.3
 HA0997;SPC KY S     -   665,844.936   328,892.887   MT  0.99998009   -1 10 42.8
 HA0997;SPC KY S     - 2,184,526.26  1,079,042.75   sFT  0.99998009   -1 10 42.8
 HA0997;UTM  16      - 4,185,169.573   438,971.902   MT  0.99964587   -0 25 30.3
 HA0997
 HA0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0997!SPC KY1Z     -   0.99998623  x   0.99990557  =   0.99989181
 HA0997!SPC KY S     -   0.99998623  x   0.99998009  =   0.99996632
 HA0997!UTM  16      -   0.99998623  x   0.99964587  =   0.99963211
 HA0997
 HA0997                          SUPERSEDED SURVEY CONTROL
 HA0997
 HA0997  NAVD 88 (09/10/97)  118.27   (m)          388.0    (f) LEVELING    3  
 HA0997  NGVD 29 (??/??/92)  118.347  (m)          388.28   (f) ADJ UNCH    1 2
 HA0997
 HA0997.Superseded values are not recommended for survey control.
 HA0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0997.See file dsdata.txt to determine how the superseded data were derived.
 HA0997
 HA0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3897285170(NAD 83)
 HA0997_MARKER: DB = BENCH MARK DISK
 HA0997_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HA0997_SP_SET: CULVERT HEADWALL
 HA0997_STAMPING: 22 JEM 1950 389
 HA0997_MARK LOGO: USGS  
 HA0997_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0997+STABILITY: SURFACE MOTION
 HA0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0997+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1996
 HA0997
 HA0997  HISTORY     - Date     Condition        Report By
 HA0997  HISTORY     - 1950     MONUMENTED       USGS
 HA0997  HISTORY     - 1953     GOOD             NGS
 HA0997  HISTORY     - 1988     GOOD             USPSQD
 HA0997  HISTORY     - 19960809 GOOD             NGS
 HA0997
 HA0997                          STATION DESCRIPTION
 HA0997
 HA0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0997'AT GENEVA.
 HA0997'AT GENEVA, ALONG STATE HIGHWAY 136, ABOUT 0.1 MILE WEST OF THE
 HA0997'POST OFFICE, ABOUT 0.1 MILE EAST OF METHODIST CHURCH, AT THE
 HA0997'JUNCTION OF A BLACK TOP ROAD LEADING NORTH AND A GRAVEL ROAD
 HA0997'LEADING SOUTH, 33 FEET SOUTH OF CENTER LINE OF HIGHWAY, 22 1/2 FEET
 HA0997'EAST OF CENTER LINE OF GRAVEL ROAD SOUTH, ABOUT IN LINE WITH
 HA0997'EXTENDED CENTER LINE OF BLACK TOP ROAD NORTH, IN THE TOP OF THE
 HA0997'EAST END OF THE SOUTH HEAD WALL OF AN 8-FOOT CONCRETE CULVERT,
 HA0997'AND ABOUT LEVEL WITH HIGHWAY.
 HA0997
 HA0997                          STATION RECOVERY (1988)
 HA0997
 HA0997'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0997'RECOVERED IN GOOD CONDITION.
 HA0997
 HA0997                          STATION RECOVERY (1996)
 HA0997
 HA0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 HA0997'RECOVERY NOTE BY NGS 1996.  RECOVERED AS DESCRIBED WITH CHANGES.  POST
 HA0997'OFFICE IS GONE.  THE STATION IS AT THE JUNCTION OF STATE HIGHWAY 136
 HA0997'AND STATE ROUTE 268 WHICH GOES NORTH AND WEST, AND OLD GENEVA ROAD, AN
 HA0997'ASPHALT ROAD LEADING SOUTH.  THE DRAINAGE STRUCTURE IS AN EIGHT FT
 HA0997'WIDE BY THREE FT HIGH BOX CULVERT RATED 20 TONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2378 ***********************************************************************
 GZ2378  DESIGNATION -  22 K
 GZ2378  PID         -  GZ2378
 GZ2378  STATE/COUNTY-  KY/BULLITT
 GZ2378  USGS QUAD   -  SHEPHERDSVILLE (1991)
 GZ2378
 GZ2378                         *CURRENT SURVEY CONTROL
 GZ2378  ___________________________________________________________________
 GZ2378* NAD 83(1986)-  37 56 12.     (N)    085 42 07.     (W)     SCALED    
 GZ2378* NAVD 88     -       134.430  (meters)     441.04   (feet)  ADJUSTED  
 GZ2378  ___________________________________________________________________
 GZ2378  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 GZ2378  DYNAMIC HT  -         134.334 (meters)     440.73  (feet)  COMP
 GZ2378  MODELED GRAV-     979,909.4   (mgal)                       NAVD 88
 GZ2378
 GZ2378  VERT ORDER  -  SECOND    CLASS 0
 GZ2378
 GZ2378.The horizontal coordinates were scaled from a topographic map and have
 GZ2378.an estimated accuracy of +/- 6 seconds.
 GZ2378
 GZ2378.The orthometric height was determined by differential leveling
 GZ2378.and adjusted by the National Geodetic Survey in June 1991..
 GZ2378
 GZ2378.The geoid height was determined by GEOID03.
 GZ2378
 GZ2378.The dynamic height is computed by dividing the NAVD 88
 GZ2378.geopotential number by the normal gravity value computed on the
 GZ2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2378.degrees latitude (g = 980.6199 gals.).
 GZ2378
 GZ2378.The modeled gravity was interpolated from observed gravity values.
 GZ2378
 GZ2378;                    North         East    Units  Estimated Accuracy
 GZ2378;SPC KY1Z     - 1,177,940.    1,504,220.      MT  (+/- 180 meters Scaled)
 GZ2378
 GZ2378                          SUPERSEDED SURVEY CONTROL
 GZ2378
 GZ2378  NGVD 29 (??/??/92)  134.576  (m)          441.52   (f) ADJ UNCH    2 0
 GZ2378
 GZ2378.Superseded values are not recommended for survey control.
 GZ2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2378.See file dsdata.txt to determine how the superseded data were derived.
 GZ2378
 GZ2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG140995(NAD 83)
 GZ2378_MARKER: DD = SURVEY DISK
 GZ2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2378_STAMPING: 22 K 1928
 GZ2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2378+STABILITY: SURFACE MOTION
 GZ2378
 GZ2378  HISTORY     - Date     Condition        Report By
 GZ2378  HISTORY     - 1928     MONUMENTED       USGS
 GZ2378  HISTORY     - 1941     GOOD             NGS
 GZ2378  HISTORY     - 1983     MARK NOT FOUND   KYDT
 GZ2378  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GZ2378
 GZ2378                          STATION DESCRIPTION
 GZ2378
 GZ2378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GZ2378'AT BARDSTOWN JUNCTION.
 GZ2378'AT BARDSTOWN JUNCTION, BULLITT COUNTY, ON THE LOUISVILLE AND
 GZ2378'NASHVILLE RAILROAD, IN THE NORTHEAST CORNER OF THE STATION LOT,
 GZ2378'46.9 FEET SOUTH OF THE SOUTH END OF THE STATION, 31.2 FEET
 GZ2378'EAST OF THE EAST RAIL, 2 FEET SOUTHWEST OF THE NORTHWEST
 GZ2378'CORNER OF AN ICE HOUSE, 7 FEET NORTHEAST OF A POLE, AND LEVEL
 GZ2378'WITH THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GZ2378'DISK, STAMPED 22 K 1928 AND SET IN THE TOP OF A CONCRETE POST.
 GZ2378
 GZ2378                          STATION RECOVERY (1983)
 GZ2378
 GZ2378'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ2378'MARK NOT FOUND.
 GZ2378
 GZ2378                          STATION RECOVERY (1988)
 GZ2378
 GZ2378'RECOVERY NOTE BY US POWER SQUADRON 1988 (DNB)
 GZ2378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1210 ***********************************************************************
 GZ1210  DESIGNATION -  22 RC
 GZ1210  PID         -  GZ1210
 GZ1210  STATE/COUNTY-  KY/BOYLE
 GZ1210  USGS QUAD   -  PARKSVILLE (1952)
 GZ1210
 GZ1210                         *CURRENT SURVEY CONTROL
 GZ1210  ___________________________________________________________________
 GZ1210* NAD 83(1986)-  37 35 02.     (N)    084 53 44.     (W)     SCALED    
 GZ1210* NAVD 88     -       390.231  (meters)    1280.28   (feet)  ADJUSTED  
 GZ1210  ___________________________________________________________________
 GZ1210  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 GZ1210  DYNAMIC HT  -         389.924 (meters)    1279.28  (feet)  COMP
 GZ1210  MODELED GRAV-     979,831.5   (mgal)                       NAVD 88
 GZ1210
 GZ1210  VERT ORDER  -  SECOND    CLASS 0
 GZ1210
 GZ1210.The horizontal coordinates were scaled from a topographic map and have
 GZ1210.an estimated accuracy of +/- 6 seconds.
 GZ1210
 GZ1210.The orthometric height was determined by differential leveling
 GZ1210.and adjusted by the National Geodetic Survey in June 1991..
 GZ1210
 GZ1210.The geoid height was determined by GEOID03.
 GZ1210
 GZ1210.The dynamic height is computed by dividing the NAVD 88
 GZ1210.geopotential number by the normal gravity value computed on the
 GZ1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1210.degrees latitude (g = 980.6199 gals.).
 GZ1210
 GZ1210.The modeled gravity was interpolated from observed gravity values.
 GZ1210
 GZ1210;                    North         East    Units  Estimated Accuracy
 GZ1210;SPC KY1Z     - 1,139,140.    1,575,460.      MT  (+/- 180 meters Scaled)
 GZ1210
 GZ1210                          SUPERSEDED SURVEY CONTROL
 GZ1210
 GZ1210  NGVD 29 (??/??/92)  390.366  (m)         1280.73   (f) ADJ UNCH    2 0
 GZ1210
 GZ1210.Superseded values are not recommended for survey control.
 GZ1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1210.See file dsdata.txt to determine how the superseded data were derived.
 GZ1210
 GZ1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG858617(NAD 83)
 GZ1210_MARKER: DB = BENCH MARK DISK
 GZ1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1210_STAMPING: 22 RC 1950 1280.726
 GZ1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1210+STABILITY: SURFACE MOTION
 GZ1210
 GZ1210  HISTORY     - Date     Condition        Report By
 GZ1210  HISTORY     - 1950     MONUMENTED       USGS
 GZ1210  HISTORY     - 1958     GOOD             NGS
 GZ1210  HISTORY     - 1981     GOOD             KYDT
 GZ1210
 GZ1210                          STATION DESCRIPTION
 GZ1210
 GZ1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ1210'1.2 MI S FROM PARKSVILLE.
 GZ1210'1.15 MILES SOUTH ALONG A NEW GRAVEL ROAD FROM THE JUNCTION OF STATE
 GZ1210'HIGHWAY 34 AND PIERCES GROCERY AT PARKSVILLE, 0.45 MILE SOUTH OF THE
 GZ1210'TOP OF A LONG GRADE, 0.05 MILE NORTH OF THE JUNCTION OF A ROAD
 GZ1210'SOUTHWEST, 75 FEET SOUTH OF THE CENTER OF A FARM ROAD WEST, 64
 GZ1210'FEET NORTH OF THE CENTER OF A DRIVE WEST TO A GARAGE, 63.5 FEET
 GZ1210'WEST OF THE CENTER OF NEW ROAD, 20.5 FEET WEST OF THE RIGHT-OF-WAY
 GZ1210'FENCE, 1.5 FEET WEST OF A WHITE WITNESS POST, AND ABOUT 2 FEET
 GZ1210'ABOVE THE LEVEL OF ROAD.  STANDARD DISK IN CONCRETE POST,
 GZ1210'PROJECTING 3 INCHES
 GZ1210
 GZ1210                          STATION RECOVERY (1981)
 GZ1210
 GZ1210'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0135 ***********************************************************************
 GZ0135  DESIGNATION -  228 RESET 1954
 GZ0135  PID         -  GZ0135
 GZ0135  STATE/COUNTY-  KY/MADISON
 GZ0135  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0135
 GZ0135                         *CURRENT SURVEY CONTROL
 GZ0135  ___________________________________________________________________
 GZ0135* NAD 83(1986)-  37 50 03.     (N)    084 19 32.     (W)     SCALED    
 GZ0135* NAVD 88     -       302.275  (meters)     991.71   (feet)  ADJUSTED  
 GZ0135  ___________________________________________________________________
 GZ0135  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GZ0135  DYNAMIC HT  -         302.058 (meters)     991.00  (feet)  COMP
 GZ0135  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 GZ0135
 GZ0135  VERT ORDER  -  SECOND    CLASS 0
 GZ0135
 GZ0135.The horizontal coordinates were scaled from a topographic map and have
 GZ0135.an estimated accuracy of +/- 6 seconds.
 GZ0135
 GZ0135.The orthometric height was determined by differential leveling
 GZ0135.and adjusted by the National Geodetic Survey in June 1991..
 GZ0135
 GZ0135.The geoid height was determined by GEOID03.
 GZ0135
 GZ0135.The dynamic height is computed by dividing the NAVD 88
 GZ0135.geopotential number by the normal gravity value computed on the
 GZ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0135.degrees latitude (g = 980.6199 gals.).
 GZ0135
 GZ0135.The modeled gravity was interpolated from observed gravity values.
 GZ0135
 GZ0135;                    North         East    Units  Estimated Accuracy
 GZ0135;SPC KY1Z     - 1,167,520.    1,625,380.      MT  (+/- 180 meters Scaled)
 GZ0135
 GZ0135                          SUPERSEDED SURVEY CONTROL
 GZ0135
 GZ0135  NGVD 29 (??/??/92)  302.430  (m)          992.22   (f) ADJ UNCH    2 0
 GZ0135
 GZ0135.Superseded values are not recommended for survey control.
 GZ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0135.See file dsdata.txt to determine how the superseded data were derived.
 GZ0135
 GZ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG353907(NAD 83)
 GZ0135_MARKER: DD = SURVEY DISK
 GZ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0135_STAMPING: 228 RESET 1954
 GZ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0135+STABILITY: SURFACE MOTION
 GZ0135
 GZ0135  HISTORY     - Date     Condition        Report By
 GZ0135  HISTORY     - 1954     MONUMENTED       KYGS
 GZ0135  HISTORY     - 1960     GOOD             PAS
 GZ0135
 GZ0135                          STATION DESCRIPTION
 GZ0135
 GZ0135'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0135'6.8 MI N FROM RICHMOND.
 GZ0135'ABOUT 6.85 MILES NORTHWEST AND NORTH ALONG U.S. HIGHWAY 25 AND
 GZ0135'421 FROM THE MADISON COUNTY COURT HOUSE IN RICHMOND, 85.7 FEET
 GZ0135'NORTHWEST OF KENTUCKY UTILITY POWER TRANSMISSION POLE A62, 24.8
 GZ0135'FEET EAST OF CENTERLINE OF HIGHWAY, 4.5 FEET NORTH OF A TWIN
 GZ0135'TRUNK LOCUST TREE, 1.2 FEET SOUTH OF A METAL WITNESS POST
 GZ0135'AND SIGN, 0.4 FEET WEST OF A WIRE FENCE AND ABOUT LEVEL WITH
 GZ0135'HIGHWAY.  A STATE SURVEY DISK STAMPED 228 RESET 1954 AND SET
 GZ0135'IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2912 ***********************************************************************
 GZ2912  DESIGNATION -  228 RESET KYGS 1961
 GZ2912  PID         -  GZ2912
 GZ2912  STATE/COUNTY-  KY/MADISON
 GZ2912  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ2912
 GZ2912                         *CURRENT SURVEY CONTROL
 GZ2912  ___________________________________________________________________
 GZ2912* NAD 83(1993)-  37 50 02.87382(N)    084 19 31.97350(W)     ADJUSTED  
 GZ2912* NAVD 88     -       302.27   (+/-2cm)     991.7    (feet)  VERTCON   
 GZ2912  ___________________________________________________________________
 GZ2912  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GZ2912  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GZ2912
 GZ2912  HORZ ORDER  -  SECOND
 GZ2912  VERT ORDER  -  THIRD ? (See Below)
 GZ2912
 GZ2912.The horizontal coordinates were established by classical geodetic methods
 GZ2912.and adjusted by the National Geodetic Survey in December 1995..
 GZ2912
 GZ2912.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2912.The vertical order pertains to the NGVD 29 superseded value.
 GZ2912
 GZ2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2912
 GZ2912.The geoid height was determined by GEOID03.
 GZ2912
 GZ2912;                    North         East     Units Scale Factor Converg.
 GZ2912;SPC KY1Z     - 1,167,519.008 1,625,377.626   MT  0.99990521   +0 52 28.4
 GZ2912;SPC KY1Z     - 3,830,435.28  5,332,593.09   sFT  0.99990521   +0 52 28.4
 GZ2912;SPC KY S     -   667,499.934   625,387.548   MT  0.99998340   +0 51 50.0
 GZ2912;SPC KY S     - 2,189,956.03  2,051,792.31   sFT  0.99998340   +0 51 50.0
 GZ2912;SPC KY N     -    37,090.292   493,349.348   MT  1.00002270   -0 02 49.2
 GZ2912;SPC KY N     -   121,687.07  1,618,596.99   sFT  1.00002270   -0 02 49.2
 GZ2912;UTM  16      - 4,190,782.534   735,358.968   MT  1.00028233   +1 38 28.3
 GZ2912
 GZ2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2912!SPC KY1Z     -   0.99995766  x   0.99990521  =   0.99986287
 GZ2912!SPC KY S     -   0.99995766  x   0.99998340  =   0.99994106
 GZ2912!SPC KY N     -   0.99995766  x   1.00002270  =   0.99998035
 GZ2912!UTM  16      -   0.99995766  x   1.00028233  =   1.00023997
 GZ2912
 GZ2912:                Primary Azimuth Mark                     Grid Az
 GZ2912:SPC KY1Z     -  RICHMOND US POST OFFICE TOWER            164 13 43.9
 GZ2912:SPC KY S     -  RICHMOND US POST OFFICE TOWER            164 14 22.3
 GZ2912:SPC KY N     -  RICHMOND US POST OFFICE TOWER            165 09 01.5
 GZ2912:UTM  16      -  RICHMOND US POST OFFICE TOWER            163 27 44.0
 GZ2912
 GZ2912|---------------------------------------------------------------------|
 GZ2912| PID    Reference Object                     Distance      Geod. Az  |
 GZ2912|                                                           dddmmss.s |
 GZ2912| GZ2884 RICHMOND US POST OFFICE TOWER       APPROX. 9.8 KM 1650612.3 |
 GZ2912| GZ2909 RICHMOND MUNICIPAL TANK             APPROX. 9.2 KM 1660947.4 |
 GZ2912| GZ2916 NO 228 KY GS                         15.041 METERS 28305     |
 GZ2912|---------------------------------------------------------------------|
 GZ2912
 GZ2912                          SUPERSEDED SURVEY CONTROL
 GZ2912
 GZ2912  NAD 83(1986)-  37 50 02.88113(N)    084 19 31.97768(W) AD(       ) 2
 GZ2912  NAD 27      -  37 50 02.59320(N)    084 19 32.22200(W) AD(       ) 2
 GZ2912  NGVD 29 (07/19/86)  302.43   (m)          992.2    (f) LEVELING    3  
 GZ2912
 GZ2912.Superseded values are not recommended for survey control.
 GZ2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2912.See file dsdata.txt to determine how the superseded data were derived.
 GZ2912
 GZ2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3535990783(NAD 83)
 GZ2912_MARKER: DD = SURVEY DISK
 GZ2912_SETTING: 0 = UNSPECIFIED SETTING
 GZ2912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2912
 GZ2912  HISTORY     - Date     Condition        Report By
 GZ2912  HISTORY     - 1961     MONUMENTED       KYGS
 GZ2912
 GZ2912                          STATION DESCRIPTION
 GZ2912
 GZ2912'DESCRIBED BY KENTUCKY GEODETIC SURVEY 1961
 GZ2912'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF RICHMOND.  IT IS ON THE
 GZ2912'RIGHT-OF-WAY OF U.S. HIGHWAY NO. 25.
 GZ2912'
 GZ2912'NO. 228 (KYGS) IS 24.8 FEET EAST OF THE CENTER OF U.S. 25, 4.5 FEET
 GZ2912'NORTH OF A TWIN TRUNK LOCUST TREE, 1.2 FEET SOUTH OF A METAL
 GZ2912'WITNESS POST AND SIGN, 0.5 FOOT WEST OF WIRE FENCE.  A STATE SURVEY
 GZ2912'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES AND
 GZ2912'STAMPED 228 RESET 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0137 ***********************************************************************
 GZ0137  DESIGNATION -  229 PRIME
 GZ0137  PID         -  GZ0137
 GZ0137  STATE/COUNTY-  KY/MADISON
 GZ0137  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0137
 GZ0137                         *CURRENT SURVEY CONTROL
 GZ0137  ___________________________________________________________________
 GZ0137* NAD 83(1986)-  37 49 06.     (N)    084 19 34.     (W)     SCALED    
 GZ0137* NAVD 88     -       273.278  (meters)     896.58   (feet)  ADJUSTED  
 GZ0137  ___________________________________________________________________
 GZ0137  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GZ0137  DYNAMIC HT  -         273.080 (meters)     895.93  (feet)  COMP
 GZ0137  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 GZ0137
 GZ0137  VERT ORDER  -  SECOND    CLASS 0
 GZ0137
 GZ0137.The horizontal coordinates were scaled from a topographic map and have
 GZ0137.an estimated accuracy of +/- 6 seconds.
 GZ0137
 GZ0137.The orthometric height was determined by differential leveling
 GZ0137.and adjusted by the National Geodetic Survey in June 1991..
 GZ0137
 GZ0137.The geoid height was determined by GEOID03.
 GZ0137
 GZ0137.The dynamic height is computed by dividing the NAVD 88
 GZ0137.geopotential number by the normal gravity value computed on the
 GZ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0137.degrees latitude (g = 980.6199 gals.).
 GZ0137
 GZ0137.The modeled gravity was interpolated from observed gravity values.
 GZ0137
 GZ0137;                    North         East    Units  Estimated Accuracy
 GZ0137;SPC KY1Z     - 1,165,770.    1,625,360.      MT  (+/- 180 meters Scaled)
 GZ0137
 GZ0137                          SUPERSEDED SURVEY CONTROL
 GZ0137
 GZ0137  NGVD 29 (??/??/92)  273.431  (m)          897.08   (f) ADJ UNCH    2 0
 GZ0137
 GZ0137.Superseded values are not recommended for survey control.
 GZ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0137.See file dsdata.txt to determine how the superseded data were derived.
 GZ0137
 GZ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG353890(NAD 83)
 GZ0137_MARKER: R = RIVET
 GZ0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0137_SP_SET: CULVERT
 GZ0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0137
 GZ0137  HISTORY     - Date     Condition        Report By
 GZ0137  HISTORY     - UNK      MONUMENTED       KYGS
 GZ0137  HISTORY     - 1960     GOOD             PAS
 GZ0137
 GZ0137                          STATION DESCRIPTION
 GZ0137
 GZ0137'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0137'5.7 MI N FROM RICHMOND.
 GZ0137'ABOUT 5.7 MILES NORTHWEST AND NORTH ALONG U.S. HIGHWAY 25 AND
 GZ0137'421 FROM THE MADISON COUNTY COURT HOUSE IN RICHMOND, AT A CONCRETE
 GZ0137'BOX CULVERT UNDER HIGHWAY, 17.8 FEET WEST OF THE CENTERLINE OF
 GZ0137'HIGHWAY.  A MONEL METAL RIVET SET IN THE TOP OF THE SOUTH END
 GZ0137'OF THE WEST HEADWALL OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0136 ***********************************************************************
 GZ0136  DESIGNATION -  229 RESET 1954
 GZ0136  PID         -  GZ0136
 GZ0136  STATE/COUNTY-  KY/MADISON
 GZ0136  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0136
 GZ0136                         *CURRENT SURVEY CONTROL
 GZ0136  ___________________________________________________________________
 GZ0136* NAD 83(1986)-  37 49 30.     (N)    084 19 33.     (W)     SCALED    
 GZ0136* NAVD 88     -       291.394  (meters)     956.02   (feet)  ADJUSTED  
 GZ0136  ___________________________________________________________________
 GZ0136  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GZ0136  DYNAMIC HT  -         291.184 (meters)     955.33  (feet)  COMP
 GZ0136  MODELED GRAV-     979,901.1   (mgal)                       NAVD 88
 GZ0136
 GZ0136  VERT ORDER  -  SECOND    CLASS 0
 GZ0136
 GZ0136.The horizontal coordinates were scaled from a topographic map and have
 GZ0136.an estimated accuracy of +/- 6 seconds.
 GZ0136
 GZ0136.The orthometric height was determined by differential leveling
 GZ0136.and adjusted by the National Geodetic Survey in June 1991..
 GZ0136
 GZ0136.The geoid height was determined by GEOID03.
 GZ0136
 GZ0136.The dynamic height is computed by dividing the NAVD 88
 GZ0136.geopotential number by the normal gravity value computed on the
 GZ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0136.degrees latitude (g = 980.6199 gals.).
 GZ0136
 GZ0136.The modeled gravity was interpolated from observed gravity values.
 GZ0136
 GZ0136;                    North         East    Units  Estimated Accuracy
 GZ0136;SPC KY1Z     - 1,166,510.    1,625,370.      MT  (+/- 180 meters Scaled)
 GZ0136
 GZ0136                          SUPERSEDED SURVEY CONTROL
 GZ0136
 GZ0136  NGVD 29 (??/??/92)  291.549  (m)          956.52   (f) ADJ UNCH    2 0
 GZ0136
 GZ0136.Superseded values are not recommended for survey control.
 GZ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0136.See file dsdata.txt to determine how the superseded data were derived.
 GZ0136
 GZ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG353897(NAD 83)
 GZ0136_MARKER: DD = SURVEY DISK
 GZ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0136_STAMPING: 229 RESET 1954
 GZ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0136+STABILITY: SURFACE MOTION
 GZ0136
 GZ0136  HISTORY     - Date     Condition        Report By
 GZ0136  HISTORY     - 1954     MONUMENTED       KYGS
 GZ0136  HISTORY     - 1960     GOOD             PAS
 GZ0136
 GZ0136                          STATION DESCRIPTION
 GZ0136
 GZ0136'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0136'6.2 MI N FROM RICHMOND.
 GZ0136'ABOUT 6.2 MILES NORTHWEST AND NORTH ALONG U.S. HIGHWAY 25 AND
 GZ0136'421 FROM THE MADISON COUNTY COURT HOUSE IN RICHMOND, ABOUT 300
 GZ0136'FEET SOUTH-SOUTHEAST OF A GRAVEL ROAD EAST TO WHITE HALL
 GZ0136'CHURCH, 94.0 FEET EAST-SOUTHEAST AND ACROSS HIGHWAY FROM A POWER
 GZ0136'POLE WITH TRANSFORMER, 67.5 FEET EAST OF THE CENTERLINE OF
 GZ0136'HIGHWAY, 7.7 FEET NORTH OF GATE POST, 1.5 FEET NORTH OF A
 GZ0136'METAL WITNESS POST AND SIGN, 0.3 FEET EAST OF WIRE FENCE AND
 GZ0136'ABOUT 2 FEET LOWER THAN HIGHWAY.  A STATE SURVEY DISK STAMPED
 GZ0136'229 RESET 1954 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 GZ0136'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2913 ***********************************************************************
 GZ2913  DESIGNATION -  229 RESET KYGS 1961
 GZ2913  PID         -  GZ2913
 GZ2913  STATE/COUNTY-  KY/MADISON
 GZ2913  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ2913
 GZ2913                         *CURRENT SURVEY CONTROL
 GZ2913  ___________________________________________________________________
 GZ2913* NAD 83(1993)-  37 49 30.05131(N)    084 19 32.95993(W)     ADJUSTED  
 GZ2913* NAVD 88     -       291.39   (+/-2cm)     956.0    (feet)  VERTCON   
 GZ2913  ___________________________________________________________________
 GZ2913  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 GZ2913  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GZ2913
 GZ2913  HORZ ORDER  -  SECOND
 GZ2913  VERT ORDER  -  THIRD ? (See Below)
 GZ2913
 GZ2913.The horizontal coordinates were established by classical geodetic methods
 GZ2913.and adjusted by the National Geodetic Survey in December 1995..
 GZ2913
 GZ2913.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2913.The vertical order pertains to the NGVD 29 superseded value.
 GZ2913
 GZ2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2913
 GZ2913.The geoid height was determined by GEOID03.
 GZ2913
 GZ2913;                    North         East     Units Scale Factor Converg.
 GZ2913;SPC KY1Z     - 1,166,506.888 1,625,368.952   MT  0.99990534   +0 52 27.8
 GZ2913;SPC KY1Z     - 3,827,114.68  5,332,564.64   sFT  0.99990534   +0 52 27.8
 GZ2913;SPC KY S     -   666,487.737   625,378.685   MT  0.99998203   +0 51 49.4
 GZ2913;SPC KY S     - 2,186,635.18  2,051,763.24   sFT  0.99998203   +0 51 49.4
 GZ2913;SPC KY N     -    36,078.323   493,324.394   MT  1.00002446   -0 02 49.8
 GZ2913;SPC KY N     -   118,366.96  1,618,515.12   sFT  1.00002446   -0 02 49.8
 GZ2913;UTM  16      - 4,189,770.007   735,363.836   MT  1.00028236   +1 38 26.5
 GZ2913
 GZ2913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2913!SPC KY1Z     -   0.99995936  x   0.99990534  =   0.99986470
 GZ2913!SPC KY S     -   0.99995936  x   0.99998203  =   0.99994139
 GZ2913!SPC KY N     -   0.99995936  x   1.00002446  =   0.99998382
 GZ2913!UTM  16      -   0.99995936  x   1.00028236  =   1.00024171
 GZ2913
 GZ2913                          SUPERSEDED SURVEY CONTROL
 GZ2913
 GZ2913  NAD 83(1986)-  37 49 30.05925(N)    084 19 32.96457(W) AD(       ) 2
 GZ2913  NAD 27      -  37 49 29.77010(N)    084 19 33.20750(W) AD(       ) 2
 GZ2913  NGVD 29 (07/19/86)  291.55   (m)          956.5    (f) LEVELING    3  
 GZ2913
 GZ2913.Superseded values are not recommended for survey control.
 GZ2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2913.See file dsdata.txt to determine how the superseded data were derived.
 GZ2913
 GZ2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3536489770(NAD 83)
 GZ2913_MARKER: DD = SURVEY DISK
 GZ2913_SETTING: 0 = UNSPECIFIED SETTING
 GZ2913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2913
 GZ2913  HISTORY     - Date     Condition        Report By
 GZ2913  HISTORY     - 1961     MONUMENTED       KYGS
 GZ2913
 GZ2913                          STATION DESCRIPTION
 GZ2913
 GZ2913'DESCRIBED BY KENTUCKY GEODETIC SURVEY 1961
 GZ2913'STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF RICHMOND.  IT IS ON
 GZ2913'THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 25.
 GZ2913'
 GZ2913'NO. 229 (KYGS) IS 67.5 FEET EAST OF THE CENTER OF U.S. 25, 7.7 FEET
 GZ2913'NORTH OF GATE POST, 1.5 FEET NORTH OF A METAL WITNESS POST AND
 GZ2913'SIGN, 0.3 FOOT EAST OF WOVEN WIRE FENCE.  A STATE SURVEY DISK SET IN
 GZ2913'TOP OF A CONCRETE POST FLUSH WITH GROUND AND STAMPED 229 RESET 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3337 ***********************************************************************
 GY3337  DESIGNATION -  23 B USFS 1951
 GY3337  PID         -  GY3337
 GY3337  STATE/COUNTY-  KY/LEE
 GY3337  USGS QUAD   -  BEATTYVILLE (1983)
 GY3337
 GY3337                         *CURRENT SURVEY CONTROL
 GY3337  ___________________________________________________________________
 GY3337* NAD 83(1993)-  37 35 34.60805(N)    083 43 51.14072(W)     ADJUSTED  
 GY3337* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 GY3337  ___________________________________________________________________
 GY3337  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 GY3337  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GY3337
 GY3337  HORZ ORDER  -  SECOND
 GY3337
 GY3337.The horizontal coordinates were established by classical geodetic methods
 GY3337.and adjusted by the National Geodetic Survey in December 1995..
 GY3337
 GY3337.The orthometric height was scaled from a topographic map.
 GY3337
 GY3337.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3337
 GY3337.The geoid height was determined by GEOID03.
 GY3337
 GY3337;                    North         East     Units Scale Factor Converg.
 GY3337;SPC KY1Z     - 1,141,724.018 1,678,292.019   MT  0.99991711   +1 14 22.8
 GY3337;SPC KY1Z     - 3,745,806.22  5,506,196.40   sFT  0.99991711   +1 14 22.8
 GY3337;SPC KY S     -   641,691.513   678,299.214   MT  0.99995557   +1 13 28.3
 GY3337;SPC KY S     - 2,105,282.91  2,225,386.67   sFT  0.99995557   +1 13 28.3
 GY3337;UTM  17      - 4,164,159.947   258,893.942   MT  1.00031610   -1 40 00.4
 GY3337
 GY3337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3337!SPC KY1Z     -   0.99995120  x   0.99991711  =   0.99986832
 GY3337!SPC KY S     -   0.99995120  x   0.99995557  =   0.99990678
 GY3337!UTM  17      -   0.99995120  x   1.00031610  =   1.00026729
 GY3337
 GY3337                          SUPERSEDED SURVEY CONTROL
 GY3337
 GY3337  NAD 83(1986)-  37 35 34.61441(N)    083 43 51.14666(W) AD(       ) 2
 GY3337  NAD 27      -  37 35 34.30600(N)    083 43 51.44600(W) AD(       ) 2
 GY3337
 GY3337.Superseded values are not recommended for survey control.
 GY3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3337.See file dsdata.txt to determine how the superseded data were derived.
 GY3337
 GY3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB5889464160(NAD 83)
 GY3337_MARKER: DD = SURVEY DISK
 GY3337_SETTING: 0 = UNSPECIFIED SETTING
 GY3337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY3337
 GY3337  HISTORY     - Date     Condition        Report By
 GY3337  HISTORY     - 1951     MONUMENTED       USFS
 GY3337
 GY3337                          STATION DESCRIPTION
 GY3337
 GY3337'DESCRIBED BY US FOREST SERVICE 1951
 GY3337'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF IRVINE AND 2 MILES
 GY3337'NORTHWEST OF BEATTYVILLE ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY
 GY3337'NO 52.
 GY3337'
 GY3337'23 B (USFS) IS SOUTHEAST OF THE STATION, 19 FEET SOUTHWEST OF THE
 GY3337'CENTER OF STATE HIGHWAY NO 52.  THE DISK IS A U.S.  DEPARTMENT OF
 GY3337'AGRICULTURE, U.S. FOREST SERVICE DISK SET IN CONCRETE FLUSH WITH THE
 GY3337'GROUND SURFACE AND STAMPED 23 B 1051, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1214 ***********************************************************************
 GZ1214  DESIGNATION -  23 RC
 GZ1214  PID         -  GZ1214
 GZ1214  STATE/COUNTY-  KY/BOYLE
 GZ1214  USGS QUAD   -  PARKSVILLE (1952)
 GZ1214
 GZ1214                         *CURRENT SURVEY CONTROL
 GZ1214  ___________________________________________________________________
 GZ1214* NAD 83(1986)-  37 33 25.     (N)    084 53 28.     (W)     SCALED    
 GZ1214* NAVD 88     -       276.847  (meters)     908.29   (feet)  ADJUSTED  
 GZ1214  ___________________________________________________________________
 GZ1214  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 GZ1214  DYNAMIC HT  -         276.628 (meters)     907.57  (feet)  COMP
 GZ1214  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 GZ1214
 GZ1214  VERT ORDER  -  SECOND    CLASS 0
 GZ1214
 GZ1214.The horizontal coordinates were scaled from a topographic map and have
 GZ1214.an estimated accuracy of +/- 6 seconds.
 GZ1214
 GZ1214.The orthometric height was determined by differential leveling
 GZ1214.and adjusted by the National Geodetic Survey in June 1991..
 GZ1214
 GZ1214.The geoid height was determined by GEOID03.
 GZ1214
 GZ1214.The dynamic height is computed by dividing the NAVD 88
 GZ1214.geopotential number by the normal gravity value computed on the
 GZ1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1214.degrees latitude (g = 980.6199 gals.).
 GZ1214
 GZ1214.The modeled gravity was interpolated from observed gravity values.
 GZ1214
 GZ1214;                    North         East    Units  Estimated Accuracy
 GZ1214;SPC KY1Z     - 1,136,150.    1,575,880.      MT  (+/- 180 meters Scaled)
 GZ1214
 GZ1214                          SUPERSEDED SURVEY CONTROL
 GZ1214
 GZ1214  NGVD 29 (??/??/92)  276.983  (m)          908.74   (f) ADJ UNCH    2 0
 GZ1214
 GZ1214.Superseded values are not recommended for survey control.
 GZ1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1214.See file dsdata.txt to determine how the superseded data were derived.
 GZ1214
 GZ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG862587(NAD 83)
 GZ1214_MARKER: DD = SURVEY DISK
 GZ1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1214_STAMPING: 23 RC 1950 908.735
 GZ1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1214+STABILITY: SURFACE MOTION
 GZ1214
 GZ1214  HISTORY     - Date     Condition        Report By
 GZ1214  HISTORY     - 1950     MONUMENTED       USGS
 GZ1214  HISTORY     - 1958     GOOD             NGS
 GZ1214
 GZ1214                          STATION DESCRIPTION
 GZ1214
 GZ1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ1214'3.2 MI S FROM PARKSVILLE.
 GZ1214'3.1 MILE SOUTH ALONG A NEW GRAVEL ROAD FROM THE JUNCTION OF
 GZ1214'STATE HIGHWAY 34 FROM PIERCES GROCERY AT PARKSVILLE, THENCE 0.1
 GZ1214'MILE SOUTHWEST ALONG STATE HIGHWAY 37, THENCE 0.05 MILE SOUTH ALONG
 GZ1214'NARROW GRAVEL ROAD TO PLEASANT RUN BAPTIST CHURCH, 37 FEET NORTH
 GZ1214'NORTHWEST OF THE NORTHWEST CORNER OF CHURCH, 25 FEET EAST OF THE
 GZ1214'CENTER OF NARROW GRAVEL ROAD, 16.5 FEET EAST OF THE NORTHWEST
 GZ1214'CORNER OF CHURCH YARD FENCE, 4.5 FEET SOUTHEAST OF POWER POLE, 2
 GZ1214'FEET SOUTH OF THE CHURCH YARD FENCE, AND ABOUT LEVEL WITH THE
 GZ1214'ROAD.  G.S. DISK IN CONCRETE POST, PROJECTING 2 INCHES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0139 ***********************************************************************
 GZ0139  DESIGNATION -  230
 GZ0139  PID         -  GZ0139
 GZ0139  STATE/COUNTY-  KY/MADISON
 GZ0139  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0139
 GZ0139                         *CURRENT SURVEY CONTROL
 GZ0139  ___________________________________________________________________
 GZ0139* NAD 83(1986)-  37 48 17.     (N)    084 19 34.     (W)     SCALED    
 GZ0139* NAVD 88     -       276.698  (meters)     907.80   (feet)  ADJUSTED  
 GZ0139  ___________________________________________________________________
 GZ0139  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GZ0139  DYNAMIC HT  -         276.498 (meters)     907.14  (feet)  COMP
 GZ0139  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 GZ0139
 GZ0139  VERT ORDER  -  SECOND    CLASS 0
 GZ0139
 GZ0139.The horizontal coordinates were scaled from a topographic map and have
 GZ0139.an estimated accuracy of +/- 6 seconds.
 GZ0139
 GZ0139.The orthometric height was determined by differential leveling
 GZ0139.and adjusted by the National Geodetic Survey in June 1991..
 GZ0139
 GZ0139.The geoid height was determined by GEOID03.
 GZ0139
 GZ0139.The dynamic height is computed by dividing the NAVD 88
 GZ0139.geopotential number by the normal gravity value computed on the
 GZ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0139.degrees latitude (g = 980.6199 gals.).
 GZ0139
 GZ0139.The modeled gravity was interpolated from observed gravity values.
 GZ0139
 GZ0139;                    North         East    Units  Estimated Accuracy
 GZ0139;SPC KY1Z     - 1,164,260.    1,625,380.      MT  (+/- 180 meters Scaled)
 GZ0139
 GZ0139                          SUPERSEDED SURVEY CONTROL
 GZ0139
 GZ0139  NGVD 29 (??/??/92)  276.851  (m)          908.30   (f) ADJ UNCH    2 0
 GZ0139
 GZ0139.Superseded values are not recommended for survey control.
 GZ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0139.See file dsdata.txt to determine how the superseded data were derived.
 GZ0139
 GZ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG354875(NAD 83)
 GZ0139_MARKER: DD = SURVEY DISK
 GZ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0139_STAMPING: 230
 GZ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0139+STABILITY: SURFACE MOTION
 GZ0139
 GZ0139  HISTORY     - Date     Condition        Report By
 GZ0139  HISTORY     - UNK      MONUMENTED       KYGS
 GZ0139  HISTORY     - 1960     GOOD             PAS
 GZ0139
 GZ0139                          STATION DESCRIPTION
 GZ0139
 GZ0139'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0139'4.8 MI N FROM RICHMOND.
 GZ0139'ABOUT 4.8 MILES NORTHWEST AND NORTH ALONG U.S. HIGHWAY 25 AND
 GZ0139'421 FROM THE MADISON COUNTY COURT HOUSE IN RICHMOND, AT THE
 GZ0139'TOP OF A GRADE NEAR A CURVE IN HIGHWAY TO THE LEFT, 43.9 FEET
 GZ0139'WEST-SOUTHWEST OF A HAND WELL PUMP, 38.0 FEET WEST OF A 15 INCH
 GZ0139'SILVER POPLAR TREE, 25.5 FEET SOUTHEAST OF THE CENTERLINE OF
 GZ0139'HIGHWAY, 23.1 FEET NORTH-NORTHWEST OF POWER POLE 660 AND ABOUT
 GZ0139'LEVEL WITH HIGHWAY.  A STATE SURVEY DISK STAMPED 230 AND SET IN
 GZ0139'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0141 ***********************************************************************
 GZ0141  DESIGNATION -  231 PRIME
 GZ0141  PID         -  GZ0141
 GZ0141  STATE/COUNTY-  KY/MADISON
 GZ0141  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0141
 GZ0141                         *CURRENT SURVEY CONTROL
 GZ0141  ___________________________________________________________________
 GZ0141* NAD 83(1986)-  37 47 15.     (N)    084 19 45.     (W)     SCALED    
 GZ0141* NAVD 88     -       267.429  (meters)     877.39   (feet)  ADJUSTED  
 GZ0141  ___________________________________________________________________
 GZ0141  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GZ0141  DYNAMIC HT  -         267.234 (meters)     876.75  (feet)  COMP
 GZ0141  MODELED GRAV-     979,894.7   (mgal)                       NAVD 88
 GZ0141
 GZ0141  VERT ORDER  -  SECOND    CLASS 0
 GZ0141
 GZ0141.The horizontal coordinates were scaled from a topographic map and have
 GZ0141.an estimated accuracy of +/- 6 seconds.
 GZ0141
 GZ0141.The orthometric height was determined by differential leveling
 GZ0141.and adjusted by the National Geodetic Survey in June 1991..
 GZ0141
 GZ0141.The geoid height was determined by GEOID03.
 GZ0141
 GZ0141.The dynamic height is computed by dividing the NAVD 88
 GZ0141.geopotential number by the normal gravity value computed on the
 GZ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0141.degrees latitude (g = 980.6199 gals.).
 GZ0141
 GZ0141.The modeled gravity was interpolated from observed gravity values.
 GZ0141
 GZ0141;                    North         East    Units  Estimated Accuracy
 GZ0141;SPC KY1Z     - 1,162,340.    1,625,140.      MT  (+/- 180 meters Scaled)
 GZ0141
 GZ0141                          SUPERSEDED SURVEY CONTROL
 GZ0141
 GZ0141  NGVD 29 (??/??/92)  267.581  (m)          877.89   (f) ADJ UNCH    2 0
 GZ0141
 GZ0141.Superseded values are not recommended for survey control.
 GZ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0141.See file dsdata.txt to determine how the superseded data were derived.
 GZ0141
 GZ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG351855(NAD 83)
 GZ0141_MARKER: R = RIVET
 GZ0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0141_SP_SET: CULVERT
 GZ0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0141
 GZ0141  HISTORY     - Date     Condition        Report By
 GZ0141  HISTORY     - UNK      MONUMENTED       KYGS
 GZ0141  HISTORY     - 1960     GOOD             PAS
 GZ0141
 GZ0141                          STATION DESCRIPTION
 GZ0141
 GZ0141'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0141'3.6 MI N FROM RICHMOND.
 GZ0141'ABOUT 3.6 MILES NORTHWEST AND NORTH ALONG U.S. HIGHWAY 25 AND
 GZ0141'421 FROM THE MADISON COUNTY COURT HOUSE IN RICHMOND, AT A CONCRETE
 GZ0141'BOX CULVERT UNDER HIGHWAY, 14.2 FEET WEST OF THE CENTERLINE
 GZ0141'OF HIGHWAY.  A MONEL METAL RIVET SET IN THE TOP OF THE NORTH
 GZ0141'END OF THE WEST HEADWALL OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0142 ***********************************************************************
 GZ0142  DESIGNATION -  232
 GZ0142  PID         -  GZ0142
 GZ0142  STATE/COUNTY-  KY/MADISON
 GZ0142  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0142
 GZ0142                         *CURRENT SURVEY CONTROL
 GZ0142  ___________________________________________________________________
 GZ0142* NAD 83(1986)-  37 46 57.     (N)    084 19 40.     (W)     SCALED    
 GZ0142* NAVD 88     -       287.217  (meters)     942.31   (feet)  ADJUSTED  
 GZ0142  ___________________________________________________________________
 GZ0142  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GZ0142  DYNAMIC HT  -         287.008 (meters)     941.63  (feet)  COMP
 GZ0142  MODELED GRAV-     979,893.3   (mgal)                       NAVD 88
 GZ0142
 GZ0142  VERT ORDER  -  SECOND    CLASS 0
 GZ0142
 GZ0142.The horizontal coordinates were scaled from a topographic map and have
 GZ0142.an estimated accuracy of +/- 6 seconds.
 GZ0142
 GZ0142.The orthometric height was determined by differential leveling
 GZ0142.and adjusted by the National Geodetic Survey in June 1991..
 GZ0142
 GZ0142.The geoid height was determined by GEOID03.
 GZ0142
 GZ0142.The dynamic height is computed by dividing the NAVD 88
 GZ0142.geopotential number by the normal gravity value computed on the
 GZ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0142.degrees latitude (g = 980.6199 gals.).
 GZ0142
 GZ0142.The modeled gravity was interpolated from observed gravity values.
 GZ0142
 GZ0142;                    North         East    Units  Estimated Accuracy
 GZ0142;SPC KY1Z     - 1,161,790.    1,625,270.      MT  (+/- 180 meters Scaled)
 GZ0142
 GZ0142                          SUPERSEDED SURVEY CONTROL
 GZ0142
 GZ0142  NGVD 29 (??/??/92)  287.369  (m)          942.81   (f) ADJ UNCH    2 0
 GZ0142
 GZ0142.Superseded values are not recommended for survey control.
 GZ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0142.See file dsdata.txt to determine how the superseded data were derived.
 GZ0142
 GZ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG353850(NAD 83)
 GZ0142_MARKER: DD = SURVEY DISK
 GZ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0142_STAMPING: 232
 GZ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0142+STABILITY: SURFACE MOTION
 GZ0142
 GZ0142  HISTORY     - Date     Condition        Report By
 GZ0142  HISTORY     - UNK      MONUMENTED       KYGS
 GZ0142  HISTORY     - 1960     GOOD             PAS
 GZ0142
 GZ0142                          STATION DESCRIPTION
 GZ0142
 GZ0142'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0142'3.2 MI NW FROM RICHMOND.
 GZ0142'ABOUT 3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 25 AND 421 FROM
 GZ0142'THE MADISON COUNTY COURT HOUSE IN RICHMOND, 98 FEET NORTHWEST OF
 GZ0142'INTERSECTION OF HIGHWAY AND DRIVE EAST TO BREEZY ACRES, 23.0
 GZ0142'FEET WEST OF THE CENTERLINE OF HIGHWAY, 14.8 FEET SOUTHEAST
 GZ0142'OF A POWER POLE, 2.4 FEET EAST OF WIRE FENCE, 2.1 FEET EAST OF
 GZ0142'A METAL WITNESS POST AND SIGN AND ABOUT 1 FOOT LOWER THAN
 GZ0142'HIGHWAY.  A STATE SURVEY DISK STAMPED 232 AND SET IN THE TOP
 GZ0142'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0143 ***********************************************************************
 GZ0143  DESIGNATION -  233
 GZ0143  PID         -  GZ0143
 GZ0143  STATE/COUNTY-  KY/MADISON
 GZ0143  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0143
 GZ0143                         *CURRENT SURVEY CONTROL
 GZ0143  ___________________________________________________________________
 GZ0143* NAD 83(1986)-  37 46 41.     (N)    084 19 25.     (W)     SCALED    
 GZ0143* NAVD 88     -       292.180  (meters)     958.59   (feet)  ADJUSTED  
 GZ0143  ___________________________________________________________________
 GZ0143  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GZ0143  DYNAMIC HT  -         291.966 (meters)     957.89  (feet)  COMP
 GZ0143  MODELED GRAV-     979,891.2   (mgal)                       NAVD 88
 GZ0143
 GZ0143  VERT ORDER  -  SECOND    CLASS 0
 GZ0143
 GZ0143.The horizontal coordinates were scaled from a topographic map and have
 GZ0143.an estimated accuracy of +/- 6 seconds.
 GZ0143
 GZ0143.The orthometric height was determined by differential leveling
 GZ0143.and adjusted by the National Geodetic Survey in June 1991..
 GZ0143
 GZ0143.The geoid height was determined by GEOID03.
 GZ0143
 GZ0143.The dynamic height is computed by dividing the NAVD 88
 GZ0143.geopotential number by the normal gravity value computed on the
 GZ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0143.degrees latitude (g = 980.6199 gals.).
 GZ0143
 GZ0143.The modeled gravity was interpolated from observed gravity values.
 GZ0143
 GZ0143;                    North         East    Units  Estimated Accuracy
 GZ0143;SPC KY1Z     - 1,161,300.    1,625,640.      MT  (+/- 180 meters Scaled)
 GZ0143
 GZ0143                          SUPERSEDED SURVEY CONTROL
 GZ0143
 GZ0143  NGVD 29 (??/??/92)  292.331  (m)          959.09   (f) ADJ UNCH    2 0
 GZ0143
 GZ0143.Superseded values are not recommended for survey control.
 GZ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0143.See file dsdata.txt to determine how the superseded data were derived.
 GZ0143
 GZ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG357845(NAD 83)
 GZ0143_MARKER: DD = SURVEY DISK
 GZ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0143_STAMPING: 233
 GZ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0143+STABILITY: SURFACE MOTION
 GZ0143
 GZ0143  HISTORY     - Date     Condition        Report By
 GZ0143  HISTORY     - UNK      MONUMENTED       KYGS
 GZ0143  HISTORY     - 1960     GOOD             PAS
 GZ0143
 GZ0143                          STATION DESCRIPTION
 GZ0143
 GZ0143'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0143'2.8 MI NW FROM RICHMOND.
 GZ0143'ABOUT 2.8 MILES NORTHWEST ALONG U.S. HIGHWAY 25 AND 421 FROM THE
 GZ0143'MADISON COUNTY COURT HOUSE IN RICHMOND, ABOUT 200 FEET NORTHWEST
 GZ0143'OF THE HORSESHOE MOTEL AND RESTAURANT, 48.6 FEET EAST-SOUTHEAST
 GZ0143'OF TELEPHONE POLE 743, 34 FEET NORTH OF INTERSECTION OF HIGHWAY
 GZ0143'AND DRIVE SOUTHWEST TO R.L. DOTYS RESIDENCE, 24.0 FEET NORTHEAST
 GZ0143'OF THE CENTERLINE OF HIGHWAY, 1.4 FEET SOUTHWEST OF WIRE FENCE,
 GZ0143'1.0 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN AND ABOUT
 GZ0143'LEVEL WITH HIGHWAY.  A STATE SURVEY DISK STAMPED 233 AND SET
 GZ0143'IN TOP OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1253 ***********************************************************************
 GZ1253  DESIGNATION -  24
 GZ1253  PID         -  GZ1253
 GZ1253  STATE/COUNTY-  KY/JESSAMINE
 GZ1253  USGS QUAD   -  WILMORE (1979)
 GZ1253
 GZ1253                         *CURRENT SURVEY CONTROL
 GZ1253  ___________________________________________________________________
 GZ1253* NAD 83(1986)-  37 51 06.     (N)    084 39 39.     (W)     SCALED    
 GZ1253* NAVD 88     -       274.497  (meters)     900.58   (feet)  ADJUSTED  
 GZ1253  ___________________________________________________________________
 GZ1253  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GZ1253  DYNAMIC HT  -         274.290 (meters)     899.90  (feet)  COMP
 GZ1253  MODELED GRAV-     979,868.6   (mgal)                       NAVD 88
 GZ1253
 GZ1253  VERT ORDER  -  FIRST     CLASS II
 GZ1253
 GZ1253.The horizontal coordinates were scaled from a topographic map and have
 GZ1253.an estimated accuracy of +/- 6 seconds.
 GZ1253
 GZ1253.The orthometric height was determined by differential leveling
 GZ1253.and adjusted by the National Geodetic Survey in June 1991..
 GZ1253
 GZ1253.The geoid height was determined by GEOID03.
 GZ1253
 GZ1253.The dynamic height is computed by dividing the NAVD 88
 GZ1253.geopotential number by the normal gravity value computed on the
 GZ1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1253.degrees latitude (g = 980.6199 gals.).
 GZ1253
 GZ1253.The modeled gravity was interpolated from observed gravity values.
 GZ1253
 GZ1253;                    North         East    Units  Estimated Accuracy
 GZ1253;SPC KY1Z     - 1,169,070.    1,595,850.      MT  (+/- 180 meters Scaled)
 GZ1253
 GZ1253                          SUPERSEDED SURVEY CONTROL
 GZ1253
 GZ1253  NGVD 29 (??/??/92)  274.653  (m)          901.09   (f) ADJ UNCH    1 2
 GZ1253
 GZ1253.Superseded values are not recommended for survey control.
 GZ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1253.See file dsdata.txt to determine how the superseded data were derived.
 GZ1253
 GZ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG058919(NAD 83)
 GZ1253_MARKER: DD = SURVEY DISK
 GZ1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1253_SP_SET: CONCRETE POST
 GZ1253_STAMPING: 24 ADP 1950 920 EL 914.769
 GZ1253_MARK LOGO: KYGS  
 GZ1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1253+STABILITY: SURFACE MOTION
 GZ1253
 GZ1253  HISTORY     - Date     Condition        Report By
 GZ1253  HISTORY     - UNK      MONUMENTED       KYGS
 GZ1253  HISTORY     - 1950     GOOD             NGS
 GZ1253  HISTORY     - 19920701 POOR             LOCENG
 GZ1253
 GZ1253                          STATION DESCRIPTION
 GZ1253
 GZ1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1253'0.3 MI SW FROM WILMORE.
 GZ1253'ABOUT 0.3 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1253'STATION AT WILMORE, ON THE TOP OF THE SECOND CUT SOUTHWEST OF
 GZ1253'THE STATION, ABOUT 135 YARDS SOUTHWEST AND ACROSS THE TRACKS
 GZ1253'FROM A TWO-STORY FRAME HOUSE, 114 FEET WEST OF THE WEST RAIL
 GZ1253'OF THE SOUTH BOUND TRACK, 2 1/2 FEET WEST OF A FENCE CORNER, 1 1/2
 GZ1253'FEET SOUTH OF A FENCE LINE LEADING WEST, ABOUT 18 FEET ABOVE
 GZ1253'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1253'3 INCHES.  NOTE-- HAS BEEN MOVED OR BURNED, AND IT SEEMS LIKE
 GZ1253'THE FENCE ROWS HAVE BEEN BULLDOZED OUT AND NEW FENCES INSTALLED,
 GZ1253'MARK WAS PROBABLY DESTROYED AT THAT TIME.
 GZ1253
 GZ1253                          STATION RECOVERY (1992)
 GZ1253
 GZ1253'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 GZ1253'RECOVERED IN POOR CONDITION.  NOTE--BM HAS BEEN SEVERLY DAMAGED, THE
 GZ1253'BRASS DISK IS COMPLETELY GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1833 ***********************************************************************
 HY1833  DESIGNATION -  24 JJS
 HY1833  PID         -  HY1833
 HY1833  STATE/COUNTY-  KY/BATH
 HY1833  USGS QUAD   -  COLFAX (1975)
 HY1833
 HY1833                         *CURRENT SURVEY CONTROL
 HY1833  ___________________________________________________________________
 HY1833* NAD 83(1986)-  38 08 29.     (N)    083 43 42.     (W)     SCALED    
 HY1833* NAVD 88     -       210.908  (meters)     691.95   (feet)  ADJUSTED  
 HY1833  ___________________________________________________________________
 HY1833  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HY1833  DYNAMIC HT  -         210.761 (meters)     691.47  (feet)  COMP
 HY1833  MODELED GRAV-     979,929.2   (mgal)                       NAVD 88
 HY1833
 HY1833  VERT ORDER  -  SECOND    CLASS 0
 HY1833
 HY1833.The horizontal coordinates were scaled from a topographic map and have
 HY1833.an estimated accuracy of +/- 6 seconds.
 HY1833
 HY1833.The orthometric height was determined by differential leveling
 HY1833.and adjusted by the National Geodetic Survey in June 1991..
 HY1833
 HY1833.The geoid height was determined by GEOID03.
 HY1833
 HY1833.The dynamic height is computed by dividing the NAVD 88
 HY1833.geopotential number by the normal gravity value computed on the
 HY1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1833.degrees latitude (g = 980.6199 gals.).
 HY1833
 HY1833.The modeled gravity was interpolated from observed gravity values.
 HY1833
 HY1833;                    North         East    Units  Estimated Accuracy
 HY1833;SPC KY1Z     - 1,202,580.    1,677,200.      MT  (+/- 180 meters Scaled)
 HY1833
 HY1833                          SUPERSEDED SURVEY CONTROL
 HY1833
 HY1833  NGVD 29 (??/??/92)  211.064  (m)          692.47   (f) ADJ UNCH    2 0
 HY1833
 HY1833.Superseded values are not recommended for survey control.
 HY1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1833.See file dsdata.txt to determine how the superseded data were derived.
 HY1833
 HY1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC608250(NAD 83)
 HY1833_MARKER: DD = SURVEY DISK
 HY1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1833_STAMPING: 24 JJS 1951 692
 HY1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1833+STABILITY: SURFACE MOTION
 HY1833
 HY1833  HISTORY     - Date     Condition        Report By
 HY1833  HISTORY     - 1951     MONUMENTED       USGS
 HY1833  HISTORY     - 1963     GOOD             PAS
 HY1833
 HY1833                          STATION DESCRIPTION
 HY1833
 HY1833'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1833'2.4 MI E FROM OWINGSVILLE.
 HY1833'2.45 MILES EAST ALONG U.S. HIGHWAY NO. 60 FROM THE BATH COUNTY
 HY1833'COURT HOUSE AT OWINGSVILLE, 44 FEET EAST OF THE NORTHEAST CORNER
 HY1833'OF CONCRETE BRIDGE OVER SLATE CREEK, 37 FEET WEST OF A 12-INCH
 HY1833'SYCAMORE TREE, 26 FEET SOUTH OF TELEPHONE POLE NO. 44, 16 FEET
 HY1833'NORTH OF T-ROAD INTERSECTION, 1.3 FEET SOUTH OF METAL WITNESS POST
 HY1833'AND SIGN AND ABOUT LEVEL WITH HIGHWAY.  A STANDARD U.S.G.S. DISK SET
 HY1833'IN TOP OF CONCRETE POST PROJECTING 6 INCHES AND STAMPED 24 JJS 1951
 HY1833'692.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1216 ***********************************************************************
 GZ1216  DESIGNATION -  24 RC
 GZ1216  PID         -  GZ1216
 GZ1216  STATE/COUNTY-  KY/BOYLE
 GZ1216  USGS QUAD   -  PARKSVILLE (1952)
 GZ1216
 GZ1216                         *CURRENT SURVEY CONTROL
 GZ1216  ___________________________________________________________________
 GZ1216* NAD 83(1986)-  37 32 03.     (N)    084 53 58.     (W)     SCALED    
 GZ1216* NAVD 88     -       273.889  (meters)     898.58   (feet)  ADJUSTED  
 GZ1216  ___________________________________________________________________
 GZ1216  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GZ1216  DYNAMIC HT  -         273.676 (meters)     897.89  (feet)  COMP
 GZ1216  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 GZ1216
 GZ1216  VERT ORDER  -  SECOND    CLASS 0
 GZ1216
 GZ1216.The horizontal coordinates were scaled from a topographic map and have
 GZ1216.an estimated accuracy of +/- 6 seconds.
 GZ1216
 GZ1216.The orthometric height was determined by differential leveling
 GZ1216.and adjusted by the National Geodetic Survey in June 1991..
 GZ1216
 GZ1216.The geoid height was determined by GEOID03.
 GZ1216
 GZ1216.The dynamic height is computed by dividing the NAVD 88
 GZ1216.geopotential number by the normal gravity value computed on the
 GZ1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1216.degrees latitude (g = 980.6199 gals.).
 GZ1216
 GZ1216.The modeled gravity was interpolated from observed gravity values.
 GZ1216
 GZ1216;                    North         East    Units  Estimated Accuracy
 GZ1216;SPC KY1Z     - 1,133,610.    1,575,170.      MT  (+/- 180 meters Scaled)
 GZ1216
 GZ1216                          SUPERSEDED SURVEY CONTROL
 GZ1216
 GZ1216  NGVD 29 (??/??/92)  274.029  (m)          899.04   (f) ADJ UNCH    2 0
 GZ1216
 GZ1216.Superseded values are not recommended for survey control.
 GZ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1216.See file dsdata.txt to determine how the superseded data were derived.
 GZ1216
 GZ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG855562(NAD 83)
 GZ1216_MARKER: DD = SURVEY DISK
 GZ1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1216_STAMPING: 24 RC 1950 899.043
 GZ1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1216+STABILITY: SURFACE MOTION
 GZ1216
 GZ1216  HISTORY     - Date     Condition        Report By
 GZ1216  HISTORY     - 1950     MONUMENTED       USGS
 GZ1216  HISTORY     - 1958     GOOD             NGS
 GZ1216  HISTORY     - 1981     GOOD             KYDT
 GZ1216
 GZ1216                          STATION DESCRIPTION
 GZ1216
 GZ1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ1216'5 MI S FROM PARKSVILLE.
 GZ1216'3.1 MILES SOUTH ALONG A NEW GRAVEL ROAD FROM THE JUNCTION OF STATE
 GZ1216'HIGHWAY 34 AND PIERCES GROCERY AT PARKSVILLE, THENCE 0.75 MILE
 GZ1216'SOUTHWEST ALONG STATE HIGHWAY 37, THENCE SOUTH ALONG A ROAD
 GZ1216'FOLLOWING CARPENTER FORK FOR 1.15 MILES, ABOUT 0.4 MILE NORTHWEST
 GZ1216'OF THE BOYLE-CASEY COUNTY LINE, 0.7 MILE NORTH OF THE CONFLUENCE OF
 GZ1216'CARPENTER FORK AND BUCK BRANCH, 84 FEET NORTHEAST OF A 45-INCH
 GZ1216'ELM TREE, 30 FEET NORTH OF A DRIVE WEST TO A FARM HOUSE, 17 FEET
 GZ1216'WEST OF THE CENTER OF ROAD, 4 FEET SOUTH OF A POWER POLE, 1.5 FEET
 GZ1216'NORTH OF A WHITE WITNESS POST, AND ABOUT LEVEL WITH ROAD.  G.S.
 GZ1216'DISK IN CONCRETE POST, PROJECTING 2 INCHES
 GZ1216
 GZ1216                          STATION RECOVERY (1981)
 GZ1216
 GZ1216'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0157 ***********************************************************************
 GZ0157  DESIGNATION -  240
 GZ0157  PID         -  GZ0157
 GZ0157  STATE/COUNTY-  KY/MADISON
 GZ0157  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0157
 GZ0157                         *CURRENT SURVEY CONTROL
 GZ0157  ___________________________________________________________________
 GZ0157* NAD 83(1986)-  37 44 13.     (N)    084 17 27.     (W)     SCALED    
 GZ0157* NAVD 88     -       294.144  (meters)     965.04   (feet)  ADJUSTED  
 GZ0157  ___________________________________________________________________
 GZ0157  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GZ0157  DYNAMIC HT  -         293.925 (meters)     964.32  (feet)  COMP
 GZ0157  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 GZ0157
 GZ0157  VERT ORDER  -  SECOND    CLASS 0
 GZ0157
 GZ0157.The horizontal coordinates were scaled from a topographic map and have
 GZ0157.an estimated accuracy of +/- 6 seconds.
 GZ0157
 GZ0157.The orthometric height was determined by differential leveling
 GZ0157.and adjusted by the National Geodetic Survey in June 1991..
 GZ0157
 GZ0157.The geoid height was determined by GEOID03.
 GZ0157
 GZ0157.The dynamic height is computed by dividing the NAVD 88
 GZ0157.geopotential number by the normal gravity value computed on the
 GZ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0157.degrees latitude (g = 980.6199 gals.).
 GZ0157
 GZ0157.The modeled gravity was interpolated from observed gravity values.
 GZ0157
 GZ0157;                    North         East    Units  Estimated Accuracy
 GZ0157;SPC KY1Z     - 1,156,780.    1,628,600.      MT  (+/- 180 meters Scaled)
 GZ0157
 GZ0157                          SUPERSEDED SURVEY CONTROL
 GZ0157
 GZ0157  NGVD 29 (??/??/92)  294.291  (m)          965.52   (f) ADJ UNCH    2 0
 GZ0157
 GZ0157.Superseded values are not recommended for survey control.
 GZ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0157.See file dsdata.txt to determine how the superseded data were derived.
 GZ0157
 GZ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG387800(NAD 83)
 GZ0157_MARKER: DD = SURVEY DISK
 GZ0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0157_STAMPING: 240
 GZ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0157+STABILITY: SURFACE MOTION
 GZ0157
 GZ0157  HISTORY     - Date     Condition        Report By
 GZ0157  HISTORY     - UNK      MONUMENTED       KYGS
 GZ0157  HISTORY     - 1960     GOOD             PAS
 GZ0157
 GZ0157                          STATION DESCRIPTION
 GZ0157
 GZ0157'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0157'0.5 MI SW FROM RICHMOND.
 GZ0157'ABOUT 0.5 MILE SOUTHWEST ALONG THE L AND N RAILROAD FROM THE
 GZ0157'STATION AT RICHMOND, AT THE FIRST CURVE SOUTHWEST OF STATION
 GZ0157'AND IN APPROXIMATELY THE MIDDLE OF CURVE, 52.0 FEET NORTH OF
 GZ0157'A TELEPHONE POLE, 44.0 FEET WEST OF THE NEAR RAIL OF SOUTH
 GZ0157'BOUND TRACK, 1.3 FEET EAST OF WEST R/W FENCE, 1.2 FEET NORTHEAST
 GZ0157'OF A METAL WITNESS POST AND SIGN AND ABOUT 3 FEET LOWER THAN
 GZ0157'TRACK.  A STATE SURVEY DISK STAMPED 240 AND SET IN THE TOP
 GZ0157'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0043 ***********************************************************************
 GZ0043  DESIGNATION -  242
 GZ0043  PID         -  GZ0043
 GZ0043  STATE/COUNTY-  KY/MADISON
 GZ0043  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0043
 GZ0043                         *CURRENT SURVEY CONTROL
 GZ0043  ___________________________________________________________________
 GZ0043* NAD 83(1986)-  37 43 05.     (N)    084 16 43.     (W)     SCALED    
 GZ0043* NAVD 88     -       304.570  (meters)     999.24   (feet)  ADJUSTED  
 GZ0043  ___________________________________________________________________
 GZ0043  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 GZ0043  DYNAMIC HT  -         304.343 (meters)     998.50  (feet)  COMP
 GZ0043  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 GZ0043
 GZ0043  VERT ORDER  -  SECOND    CLASS 0
 GZ0043
 GZ0043.The horizontal coordinates were scaled from a topographic map and have
 GZ0043.an estimated accuracy of +/- 6 seconds.
 GZ0043
 GZ0043.The orthometric height was determined by differential leveling
 GZ0043.and adjusted by the National Geodetic Survey in June 1991..
 GZ0043
 GZ0043.The geoid height was determined by GEOID03.
 GZ0043
 GZ0043.The dynamic height is computed by dividing the NAVD 88
 GZ0043.geopotential number by the normal gravity value computed on the
 GZ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0043.degrees latitude (g = 980.6199 gals.).
 GZ0043
 GZ0043.The modeled gravity was interpolated from observed gravity values.
 GZ0043
 GZ0043;                    North         East    Units  Estimated Accuracy
 GZ0043;SPC KY1Z     - 1,154,700.    1,629,710.      MT  (+/- 180 meters Scaled)
 GZ0043
 GZ0043                          SUPERSEDED SURVEY CONTROL
 GZ0043
 GZ0043  NGVD 29 (??/??/92)  304.718  (m)          999.73   (f) ADJ UNCH    2 0
 GZ0043
 GZ0043.Superseded values are not recommended for survey control.
 GZ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0043.See file dsdata.txt to determine how the superseded data were derived.
 GZ0043
 GZ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG398780(NAD 83)
 GZ0043_MARKER: DD = SURVEY DISK
 GZ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0043_STAMPING: 242
 GZ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0043+STABILITY: SURFACE MOTION
 GZ0043
 GZ0043  HISTORY     - Date     Condition        Report By
 GZ0043  HISTORY     - UNK      MONUMENTED       KYGS
 GZ0043  HISTORY     - 1961     GOOD             PAS
 GZ0043
 GZ0043                          STATION DESCRIPTION
 GZ0043
 GZ0043'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0043'1.9 MI S FROM RICHMOND.
 GZ0043'ABOUT 1.9 MILES SOUTH ALONG THE L AND N RAILROAD FROM THE
 GZ0043'STATION AT RICHMOND, ABOUT 350 YARDS NORTHWEST OF MILE POST
 GZ0043'C121-L231, 69.0 FEET NORTHWEST OF A TELEPHONE POLE, 56.6 FEET
 GZ0043'SOUTHEAST OF FENCE CORNER, 2095 FEET SOUTHWEST OF WEST RAIL OF
 GZ0043'SOUTH BOUND TRACK, 12.1 FEET NORTHEAST OF WEST R/W FENCE, 1.6
 GZ0043'FEET NORTHEAST OF A METAL WITNESS POST AND SIGN AND ABOUT 3
 GZ0043'FEET LOWER THAN TRACK.  A STATE SURVEY DISK STAMPED 242 AND
 GZ0043'SET IN TOP OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0046 ***********************************************************************
 GZ0046  DESIGNATION -  248
 GZ0046  PID         -  GZ0046
 GZ0046  STATE/COUNTY-  KY/MADISON
 GZ0046  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0046
 GZ0046                         *CURRENT SURVEY CONTROL
 GZ0046  ___________________________________________________________________
 GZ0046* NAD 83(1986)-  37 40 05.     (N)    084 17 12.     (W)     SCALED    
 GZ0046* NAVD 88     -       279.953  (meters)     918.48   (feet)  ADJUSTED  
 GZ0046  ___________________________________________________________________
 GZ0046  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GZ0046  DYNAMIC HT  -         279.743 (meters)     917.79  (feet)  COMP
 GZ0046  MODELED GRAV-     979,873.5   (mgal)                       NAVD 88
 GZ0046
 GZ0046  VERT ORDER  -  SECOND    CLASS 0
 GZ0046
 GZ0046.The horizontal coordinates were scaled from a topographic map and have
 GZ0046.an estimated accuracy of +/- 6 seconds.
 GZ0046
 GZ0046.The orthometric height was determined by differential leveling
 GZ0046.and adjusted by the National Geodetic Survey in June 1991..
 GZ0046
 GZ0046.The geoid height was determined by GEOID03.
 GZ0046
 GZ0046.The dynamic height is computed by dividing the NAVD 88
 GZ0046.geopotential number by the normal gravity value computed on the
 GZ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0046.degrees latitude (g = 980.6199 gals.).
 GZ0046
 GZ0046.The modeled gravity was interpolated from observed gravity values.
 GZ0046
 GZ0046;                    North         East    Units  Estimated Accuracy
 GZ0046;SPC KY1Z     - 1,149,140.    1,629,090.      MT  (+/- 180 meters Scaled)
 GZ0046
 GZ0046                          SUPERSEDED SURVEY CONTROL
 GZ0046
 GZ0046  NGVD 29 (??/??/92)  280.11   (m)          919.0    (f) COMPUTED    2 0
 GZ0046
 GZ0046.Superseded values are not recommended for survey control.
 GZ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0046.See file dsdata.txt to determine how the superseded data were derived.
 GZ0046
 GZ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG393724(NAD 83)
 GZ0046_MARKER: DD = SURVEY DISK
 GZ0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0046_STAMPING: 248
 GZ0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0046+STABILITY: SURFACE MOTION
 GZ0046
 GZ0046  HISTORY     - Date     Condition        Report By
 GZ0046  HISTORY     - UNK      MONUMENTED       KYGS
 GZ0046  HISTORY     - UNK      MARK NOT FOUND   NGS
 GZ0046  HISTORY     - 1958     MARK NOT FOUND   NGS
 GZ0046
 GZ0046                          STATION DESCRIPTION
 GZ0046
 GZ0046'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 GZ0046'MARK NOT FOUND.
 GZ0046
 GZ0046                          STATION RECOVERY (1958)
 GZ0046
 GZ0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0046'7.3 MI N FROM BEREA.
 GZ0046'7.3 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0046'FROM THE STATION AT BEREA, MADISON COUNTY, 110 YARDS NORTHEAST
 GZ0046'OF THE CROSSING OF A DIRT ROAD, 35 FEET EAST OF THE EAST RAIL,
 GZ0046'AND ON THE TOP OF A BANK AT A CUT.  A STATE SURVEY STANDARD
 GZ0046'DISK, STAMPED 248 AND SET IN THE TOP OF A CONCRETE POST.
 GZ0046'NOTE-- PROBABLY HAS BEEN COVERED BY DITCHER.  THERE ARE SEVERAL
 GZ0046'SMALL CUTS IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1254 ***********************************************************************
 GZ1254  DESIGNATION -  25
 GZ1254  PID         -  GZ1254
 GZ1254  STATE/COUNTY-  KY/JESSAMINE
 GZ1254  USGS QUAD   -  WILMORE (1979)
 GZ1254
 GZ1254                         *CURRENT SURVEY CONTROL
 GZ1254  ___________________________________________________________________
 GZ1254* NAD 83(1986)-  37 50 46.     (N)    084 39 52.     (W)     SCALED    
 GZ1254* NAVD 88     -       274.051  (meters)     899.12   (feet)  ADJUSTED  
 GZ1254  ___________________________________________________________________
 GZ1254  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GZ1254  DYNAMIC HT  -         273.844 (meters)     898.44  (feet)  COMP
 GZ1254  MODELED GRAV-     979,868.4   (mgal)                       NAVD 88
 GZ1254
 GZ1254  VERT ORDER  -  FIRST     CLASS II
 GZ1254
 GZ1254.The horizontal coordinates were scaled from a topographic map and have
 GZ1254.an estimated accuracy of +/- 6 seconds.
 GZ1254
 GZ1254.The orthometric height was determined by differential leveling
 GZ1254.and adjusted by the National Geodetic Survey in June 1991..
 GZ1254
 GZ1254.The geoid height was determined by GEOID03.
 GZ1254
 GZ1254.The dynamic height is computed by dividing the NAVD 88
 GZ1254.geopotential number by the normal gravity value computed on the
 GZ1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1254.degrees latitude (g = 980.6199 gals.).
 GZ1254
 GZ1254.The modeled gravity was interpolated from observed gravity values.
 GZ1254
 GZ1254;                    North         East    Units  Estimated Accuracy
 GZ1254;SPC KY1Z     - 1,168,450.    1,595,540.      MT  (+/- 180 meters Scaled)
 GZ1254
 GZ1254                          SUPERSEDED SURVEY CONTROL
 GZ1254
 GZ1254  NGVD 29 (??/??/92)  274.206  (m)          899.62   (f) ADJ UNCH    1 2
 GZ1254
 GZ1254.Superseded values are not recommended for survey control.
 GZ1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1254.See file dsdata.txt to determine how the superseded data were derived.
 GZ1254
 GZ1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG054913(NAD 83)
 GZ1254_MARKER: DD = SURVEY DISK
 GZ1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1254_STAMPING: 25 899.624
 GZ1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1254+STABILITY: SURFACE MOTION
 GZ1254
 GZ1254  HISTORY     - Date     Condition        Report By
 GZ1254  HISTORY     - UNK      MONUMENTED       KYGS
 GZ1254  HISTORY     - 1950     GOOD             NGS
 GZ1254  HISTORY     - 1958     GOOD             NGS
 GZ1254  HISTORY     - 1985     MARK NOT FOUND   NGS
 GZ1254
 GZ1254                          STATION DESCRIPTION
 GZ1254
 GZ1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1254'0.8 MI SW FROM WILMORE.
 GZ1254'ABOUT 0.8 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1254'STATION AT WILMORE, AT A PRIVATE ROAD CROSSING, 142 FEET
 GZ1254'SOUTH-SOUTHWEST OF THE CENTER OF THE CROSSING, 131 FEET SOUTH
 GZ1254'AND ACROSS THE TRACKS FROM MILE POST 99, 52 FEET SOUTHEAST OF
 GZ1254'THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 88 FEET SOUTHWEST
 GZ1254'OF TELEPHONE POLE NO. 47 G, 83 FEET WEST OF A FENCE CORNER,
 GZ1254'39 FEET NORTHWEST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST OF
 GZ1254'BEING IN LINE WITH THE ROW OF TELEPHONE POLES, 1 1/2 FEET SOUTHWEST
 GZ1254'OF A WHITE WOODEN WITNESS POST, ABOUT 7 FEET ABOVE THE TRACKS,
 GZ1254'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1254
 GZ1254                          STATION RECOVERY (1958)
 GZ1254
 GZ1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1254'RECOVERED IN GOOD CONDITION.
 GZ1254
 GZ1254                          STATION RECOVERY (1985)
 GZ1254
 GZ1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1254'NOT RECOVERED, THE AREA HAS BEEN FILLED IN AND THE MARK HAS EITHER
 GZ1254'BEEN DESTROYED OF COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0606 ***********************************************************************
 HZ0606  DESIGNATION -  25 TN
 HZ0606  PID         -  HZ0606
 HZ0606  STATE/COUNTY-  KY/BOONE
 HZ0606  USGS QUAD   -  WALTON (1984)
 HZ0606
 HZ0606                         *CURRENT SURVEY CONTROL
 HZ0606  ___________________________________________________________________
 HZ0606* NAD 83(1986)-  38 52 05.     (N)    084 37 28.     (W)     SCALED    
 HZ0606* NAVD 88     -       279.183  (meters)     915.95   (feet)  ADJUSTED  
 HZ0606  ___________________________________________________________________
 HZ0606  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0606  DYNAMIC HT  -         279.004 (meters)     915.37  (feet)  COMP
 HZ0606  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 HZ0606
 HZ0606  VERT ORDER  -  FIRST     CLASS II
 HZ0606
 HZ0606.The horizontal coordinates were scaled from a topographic map and have
 HZ0606.an estimated accuracy of +/- 6 seconds.
 HZ0606
 HZ0606.The orthometric height was determined by differential leveling
 HZ0606.and adjusted by the National Geodetic Survey in June 1991..
 HZ0606
 HZ0606.The geoid height was determined by GEOID03.
 HZ0606
 HZ0606.The dynamic height is computed by dividing the NAVD 88
 HZ0606.geopotential number by the normal gravity value computed on the
 HZ0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0606.degrees latitude (g = 980.6199 gals.).
 HZ0606
 HZ0606.The modeled gravity was interpolated from observed gravity values.
 HZ0606
 HZ0606;                    North         East    Units  Estimated Accuracy
 HZ0606;SPC KY1Z     - 1,281,920.    1,597,690.      MT  (+/- 180 meters Scaled)
 HZ0606
 HZ0606                          SUPERSEDED SURVEY CONTROL
 HZ0606
 HZ0606  NGVD 29 (??/??/92)  279.383  (m)          916.61   (f) ADJ UNCH    1 2
 HZ0606
 HZ0606.Superseded values are not recommended for survey control.
 HZ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0606.See file dsdata.txt to determine how the superseded data were derived.
 HZ0606
 HZ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ060048(NAD 83)
 HZ0606_MARKER: DD = SURVEY DISK
 HZ0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0606_STAMPING: NO 25 TN 917 1929
 HZ0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0606+STABILITY: SURFACE MOTION
 HZ0606
 HZ0606  HISTORY     - Date     Condition        Report By
 HZ0606  HISTORY     - 1929     MONUMENTED       USGS
 HZ0606  HISTORY     - 1949     GOOD             NGS
 HZ0606  HISTORY     - 1964     MARK NOT FOUND   NGS
 HZ0606
 HZ0606                          STATION DESCRIPTION
 HZ0606
 HZ0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0606'1 MI NW FROM WALTON.
 HZ0606'0.45 MILE NORTH ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE AT
 HZ0606'WALTON, THENCE ABOUT 0.55 MILE WEST ALONG A NARROW BLACK TOP
 HZ0606'ROAD, AT A WHITE FRAME HOUSE ON A CURVE, 82 FEET NORTH AND
 HZ0606'ACROSS DRIVEWAY FROM THE NORTH CORNER OF THE HOUSE, 17.5 FEET
 HZ0606'SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHEAST OF A
 HZ0606'TELEPHONE POLE, 10 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY
 HZ0606'TO THE HOUSE, 3 FEET NORTHEAST OF A FENCE CORNER, 3.5 FEET
 HZ0606'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 HZ0606'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0606'6 INCHES.
 HZ0606
 HZ0606                          STATION RECOVERY (1964)
 HZ0606
 HZ0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0135 ***********************************************************************
 GD0135  DESIGNATION -  25 USE
 GD0135  PID         -  GD0135
 GD0135  STATE/COUNTY-  KY/MARSHALL
 GD0135  USGS QUAD   -  BRIENSBURG (1969)
 GD0135
 GD0135                         *CURRENT SURVEY CONTROL
 GD0135  ___________________________________________________________________
 GD0135* NAD 83(1986)-  36 52 32.     (N)    088 22 18.     (W)     SCALED    
 GD0135* NAVD 88     -       110.692  (meters)     363.16   (feet)  ADJUSTED  
 GD0135  ___________________________________________________________________
 GD0135  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 GD0135  DYNAMIC HT  -         110.607 (meters)     362.88  (feet)  COMP
 GD0135  MODELED GRAV-     979,866.1   (mgal)                       NAVD 88
 GD0135
 GD0135  VERT ORDER  -  FIRST     CLASS II
 GD0135
 GD0135.The horizontal coordinates were scaled from a topographic map and have
 GD0135.an estimated accuracy of +/- 6 seconds.
 GD0135
 GD0135.The orthometric height was determined by differential leveling
 GD0135.and adjusted by the National Geodetic Survey in June 1991..
 GD0135
 GD0135.The geoid height was determined by GEOID03.
 GD0135
 GD0135.The dynamic height is computed by dividing the NAVD 88
 GD0135.geopotential number by the normal gravity value computed on the
 GD0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0135.degrees latitude (g = 980.6199 gals.).
 GD0135
 GD0135.The modeled gravity was interpolated from observed gravity values.
 GD0135
 GD0135;                    North         East    Units  Estimated Accuracy
 GD0135;SPC KY1Z     - 1,063,460.    1,266,280.      MT  (+/- 180 meters Scaled)
 GD0135
 GD0135                          SUPERSEDED SURVEY CONTROL
 GD0135
 GD0135  NGVD 29 (??/??/??)  110.725  (m)          363.27   (f) ADJUSTED    1 2
 GD0135
 GD0135.Superseded values are not recommended for survey control.
 GD0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0135.See file dsdata.txt to determine how the superseded data were derived.
 GD0135
 GD0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF777819(NAD 83)
 GD0135_MARKER: Q = CHISELED SQUARE
 GD0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0135_SP_SET: CULVERT
 GD0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0135
 GD0135  HISTORY     - Date     Condition        Report By
 GD0135  HISTORY     - UNK      MONUMENTED       DOD
 GD0135  HISTORY     - 1933     GOOD             CGS
 GD0135
 GD0135                          STATION DESCRIPTION
 GD0135
 GD0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0135'1.5 MI NW FROM BENTON.
 GD0135'1.5 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GD0135'LOUIS RAILWAY FROM THE STATION AT BENTON, MARSHALL COUNTY, 0.1
 GD0135'MILE NORTHWEST OF MILEPOST 21, 25 FEET SOUTHEAST OF A ROAD
 GD0135'CROSSING, ON THE TOP OF A CONCRETE CULVERT, AND 1 FOOT FROM THE
 GD0135'NORTHWEST END OF THE CULVERT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0905 ***********************************************************************
 HA0905  DESIGNATION -  25 WWT 1953 TT
 HA0905  PID         -  HA0905
 HA0905  STATE/COUNTY-  KY/LYON
 HA0905  USGS QUAD   -  PRINCETON WEST (1967)
 HA0905
 HA0905                         *CURRENT SURVEY CONTROL
 HA0905  ___________________________________________________________________
 HA0905* NAD 83(1986)-  37 01 45.     (N)    087 59 49.     (W)     SCALED    
 HA0905* NAVD 88     -       150.868  (meters)     494.97   (feet)  ADJUSTED  
 HA0905  ___________________________________________________________________
 HA0905  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HA0905  DYNAMIC HT  -         150.753 (meters)     494.60  (feet)  COMP
 HA0905  MODELED GRAV-     979,868.1   (mgal)                       NAVD 88
 HA0905
 HA0905  VERT ORDER  -  SECOND    CLASS 0
 HA0905
 HA0905.The horizontal coordinates were scaled from a topographic map and have
 HA0905.an estimated accuracy of +/- 6 seconds.
 HA0905
 HA0905.The orthometric height was determined by differential leveling
 HA0905.and adjusted by the National Geodetic Survey in June 1991..
 HA0905
 HA0905.The geoid height was determined by GEOID03.
 HA0905
 HA0905.The dynamic height is computed by dividing the NAVD 88
 HA0905.geopotential number by the normal gravity value computed on the
 HA0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0905.degrees latitude (g = 980.6199 gals.).
 HA0905
 HA0905.The modeled gravity was interpolated from observed gravity values.
 HA0905
 HA0905;                    North         East    Units  Estimated Accuracy
 HA0905;SPC KY1Z     - 1,079,630.    1,300,090.      MT  (+/- 180 meters Scaled)
 HA0905
 HA0905                          SUPERSEDED SURVEY CONTROL
 HA0905
 HA0905  NGVD 29 (??/??/92)  150.929  (m)          495.17   (f) ADJ UNCH    2 0
 HA0905
 HA0905.Superseded values are not recommended for survey control.
 HA0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0905.See file dsdata.txt to determine how the superseded data were derived.
 HA0905
 HA0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF113985(NAD 83)
 HA0905_MARKER: DD = SURVEY DISK
 HA0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0905_STAMPING: 25 WWT 1953 TT
 HA0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0905+STABILITY: SURFACE MOTION
 HA0905
 HA0905  HISTORY     - Date     Condition        Report By
 HA0905  HISTORY     - 1953     MONUMENTED       USGS
 HA0905  HISTORY     - 1966     GOOD             PAS
 HA0905
 HA0905                          STATION DESCRIPTION
 HA0905
 HA0905'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HA0905'6.3 MI SE FROM NEW EDDYVILLE.
 HA0905'ABOUT 3.50 MILES SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE JUNCTION
 HA0905'WITH U.S. HIGHWAYS 62 AND 641 AT SOUTHWEST EDGE OF NEW EDDYVILLE
 HA0905'TO JUNCTION WITH STATE HIGHWAY 293, THENCE, ABOUT 0.65 MILE NORTHEAST
 HA0905'ALONG STATE HIGHWAY 293 TO JUNCTION WITH STATE HIGHWAY 730,
 HA0905'THENCE, ABOUT 3.40 MILES EAST ALONG STATE HIGHWAY 730 TO MARK
 HA0905'ON RIGHT (ABOUT 0.65 MILE EAST OF EDDY CREEK), 72.8 FEET SOUTH OF
 HA0905'ROAD AND DRIVE INTERSECTION, 32.7 FEET WEST OF CENTER OF HIGHWAY,
 HA0905'3.6 FEET SOUTHEAST OF POWER POLE NO. 2 WITH TRANSFORMER AND 1.6
 HA0905'FEET EAST OF METAL WITNESS POST AND SIGN.  A U.S. GEOLOGICAL SURVEY
 HA0905'DISK SET IN TOP OF CONCRETE POST AND STAMPED 25 WWT 1953 TT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0049 ***********************************************************************
 GZ0049  DESIGNATION -  253
 GZ0049  PID         -  GZ0049
 GZ0049  STATE/COUNTY-  KY/MADISON
 GZ0049  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0049
 GZ0049                         *CURRENT SURVEY CONTROL
 GZ0049  ___________________________________________________________________
 GZ0049* NAD 83(1986)-  37 38 05.     (N)    084 17 54.     (W)     SCALED    
 GZ0049* NAVD 88     -       284.519  (meters)     933.46   (feet)  ADJUSTED  
 GZ0049  ___________________________________________________________________
 GZ0049  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GZ0049  DYNAMIC HT  -         284.306 (meters)     932.76  (feet)  COMP
 GZ0049  MODELED GRAV-     979,873.6   (mgal)                       NAVD 88
 GZ0049
 GZ0049  VERT ORDER  -  SECOND    CLASS 0
 GZ0049
 GZ0049.The horizontal coordinates were scaled from a topographic map and have
 GZ0049.an estimated accuracy of +/- 6 seconds.
 GZ0049
 GZ0049.The orthometric height was determined by differential leveling
 GZ0049.and adjusted by the National Geodetic Survey in June 1991..
 GZ0049
 GZ0049.The geoid height was determined by GEOID03.
 GZ0049
 GZ0049.The dynamic height is computed by dividing the NAVD 88
 GZ0049.geopotential number by the normal gravity value computed on the
 GZ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0049.degrees latitude (g = 980.6199 gals.).
 GZ0049
 GZ0049.The modeled gravity was interpolated from observed gravity values.
 GZ0049
 GZ0049;                    North         East    Units  Estimated Accuracy
 GZ0049;SPC KY1Z     - 1,145,430.    1,628,120.      MT  (+/- 180 meters Scaled)
 GZ0049
 GZ0049                          SUPERSEDED SURVEY CONTROL
 GZ0049
 GZ0049  NGVD 29 (??/??/92)  284.669  (m)          933.95   (f) ADJ UNCH    2 0
 GZ0049
 GZ0049.Superseded values are not recommended for survey control.
 GZ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0049.See file dsdata.txt to determine how the superseded data were derived.
 GZ0049
 GZ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG383687(NAD 83)
 GZ0049_MARKER: DD = SURVEY DISK
 GZ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0049_STAMPING: 2
 GZ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0049+STABILITY: SURFACE MOTION
 GZ0049
 GZ0049  HISTORY     - Date     Condition        Report By
 GZ0049  HISTORY     - UNK      MONUMENTED       KYGS
 GZ0049  HISTORY     - 1961     POOR             PAS
 GZ0049
 GZ0049                          STATION DESCRIPTION
 GZ0049
 GZ0049'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0049'4.6 MI N FROM BEREA.
 GZ0049'ABOUT 4.6 MILES NORTH ALONG THE L AND N RAILROAD FROM THE
 GZ0049'STATION AT BEREA, ABOUT 0.3 MILE NORTH OF WHITES STATION, ON
 GZ0049'THE TOP OF A CUT BANK, 48.5 FEET NORTH OF A TELEPHONE POLE,
 GZ0049'36 FEET EAST OF THE EAST RAIL OF NORTH BOUND TRACK, 6.5 FEET
 GZ0049'WEST OF THE EAST R/W FENCE AND ABOUT 12 FEET HIGHER THAN TRACK.
 GZ0049'NOTE-- MOST OF THE DIST HAS BEEN REMOVED.  THE SHANK STILL
 GZ0049'REMAINS EMBEDDED IN CONCRETE POST WITH THE FIGURE 2 STILL
 GZ0049'LEGIBLE.  THE CONCRETE POST IS STILL IN GOOD CONDITION AND THE
 GZ0049'REMAINING PART OF THE DISK IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0050 ***********************************************************************
 GZ0050  DESIGNATION -  257
 GZ0050  PID         -  GZ0050
 GZ0050  STATE/COUNTY-  KY/MADISON
 GZ0050  USGS QUAD   -  BEREA (1993)
 GZ0050
 GZ0050                         *CURRENT SURVEY CONTROL
 GZ0050  ___________________________________________________________________
 GZ0050* NAD 83(1986)-  37 36 10.     (N)    084 18 14.     (W)     SCALED    
 GZ0050* NAVD 88     -       295.921  (meters)     970.87   (feet)  ADJUSTED  
 GZ0050  ___________________________________________________________________
 GZ0050  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GZ0050  DYNAMIC HT  -         295.699 (meters)     970.14  (feet)  COMP
 GZ0050  MODELED GRAV-     979,872.4   (mgal)                       NAVD 88
 GZ0050
 GZ0050  VERT ORDER  -  SECOND    CLASS 0
 GZ0050
 GZ0050.The horizontal coordinates were scaled from a topographic map and have
 GZ0050.an estimated accuracy of +/- 6 seconds.
 GZ0050
 GZ0050.The orthometric height was determined by differential leveling
 GZ0050.and adjusted by the National Geodetic Survey in June 1991..
 GZ0050
 GZ0050.The geoid height was determined by GEOID03.
 GZ0050
 GZ0050.The dynamic height is computed by dividing the NAVD 88
 GZ0050.geopotential number by the normal gravity value computed on the
 GZ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0050.degrees latitude (g = 980.6199 gals.).
 GZ0050
 GZ0050.The modeled gravity was interpolated from observed gravity values.
 GZ0050
 GZ0050;                    North         East    Units  Estimated Accuracy
 GZ0050;SPC KY1Z     - 1,141,880.    1,627,680.      MT  (+/- 180 meters Scaled)
 GZ0050
 GZ0050                          SUPERSEDED SURVEY CONTROL
 GZ0050
 GZ0050  NGVD 29 (??/??/92)  296.068  (m)          971.35   (f) ADJ UNCH    2 0
 GZ0050
 GZ0050.Superseded values are not recommended for survey control.
 GZ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0050.See file dsdata.txt to determine how the superseded data were derived.
 GZ0050
 GZ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG380651(NAD 83)
 GZ0050_MARKER: DD = SURVEY DISK
 GZ0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0050_STAMPING: 257
 GZ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0050+STABILITY: SURFACE MOTION
 GZ0050
 GZ0050  HISTORY     - Date     Condition        Report By
 GZ0050  HISTORY     - UNK      MONUMENTED       KYGS
 GZ0050  HISTORY     - 1961     GOOD             PAS
 GZ0050  HISTORY     - 1980     MARK NOT FOUND   NGS
 GZ0050
 GZ0050                          STATION DESCRIPTION
 GZ0050
 GZ0050'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0050'2.4 MI N FROM BEREA.
 GZ0050'ABOUT 2.35 MILES NORTH ALONG THE L AND N RAILROAD FROM THE
 GZ0050'STATION AT BEREA, ABOUT 750 FEET SOUTH OF A LARGE CULVERT OVER
 GZ0050'STREAM, ABOUT 600 FEET WEST OF A 2 STORY FRAME HOUSE, 104 FEET
 GZ0050'NORTH OF A TELEPHONE POLE, 47.0 FEET SOUTH OF A TELEPHONE POLE,
 GZ0050'36.3 FEET SOUTH OF FENCE CORNER, 34.2 FEET EAST OF THE EAST RAIL
 GZ0050'OF NORTH BOUND TRACK, 6.5 FEET WEST OF EAST R/W FENCE AND 5.4
 GZ0050'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  A STATE
 GZ0050'SURVEY DISK STAMPED 257 AND SET IN TOP OF A CONCRETE POST
 GZ0050'PROJECTING 3 INCHES.  NOTE-- THE EAST SIDE OF THE POST HAS BEEN
 GZ0050'CHIPPED SLIGHTLY BUT IS STILL IN GOOD SHAPE.
 GZ0050
 GZ0050                          STATION RECOVERY (1980)
 GZ0050
 GZ0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GZ0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0052 ***********************************************************************
 GZ0052  DESIGNATION -  259
 GZ0052  PID         -  GZ0052
 GZ0052  STATE/COUNTY-  KY/MADISON
 GZ0052  USGS QUAD   -  BEREA (1993)
 GZ0052
 GZ0052                         *CURRENT SURVEY CONTROL
 GZ0052  ___________________________________________________________________
 GZ0052* NAD 83(1986)-  37 35 04.     (N)    084 18 05.     (W)     SCALED    
 GZ0052* NAVD 88     -       296.756  (meters)     973.61   (feet)  ADJUSTED  
 GZ0052  ___________________________________________________________________
 GZ0052  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GZ0052  DYNAMIC HT  -         296.533 (meters)     972.88  (feet)  COMP
 GZ0052  MODELED GRAV-     979,870.5   (mgal)                       NAVD 88
 GZ0052
 GZ0052  VERT ORDER  -  SECOND    CLASS 0
 GZ0052
 GZ0052.The horizontal coordinates were scaled from a topographic map and have
 GZ0052.an estimated accuracy of +/- 6 seconds.
 GZ0052
 GZ0052.The orthometric height was determined by differential leveling
 GZ0052.and adjusted by the National Geodetic Survey in June 1991..
 GZ0052
 GZ0052.The geoid height was determined by GEOID03.
 GZ0052
 GZ0052.The dynamic height is computed by dividing the NAVD 88
 GZ0052.geopotential number by the normal gravity value computed on the
 GZ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0052.degrees latitude (g = 980.6199 gals.).
 GZ0052
 GZ0052.The modeled gravity was interpolated from observed gravity values.
 GZ0052
 GZ0052;                    North         East    Units  Estimated Accuracy
 GZ0052;SPC KY1Z     - 1,139,850.    1,627,930.      MT  (+/- 180 meters Scaled)
 GZ0052
 GZ0052                          SUPERSEDED SURVEY CONTROL
 GZ0052
 GZ0052  NGVD 29 (??/??/92)  296.903  (m)          974.09   (f) ADJ UNCH    2 0
 GZ0052
 GZ0052.Superseded values are not recommended for survey control.
 GZ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0052.See file dsdata.txt to determine how the superseded data were derived.
 GZ0052
 GZ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG382631(NAD 83)
 GZ0052_MARKER: DD = SURVEY DISK
 GZ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0052_STAMPING: 259 974.089
 GZ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0052+STABILITY: SURFACE MOTION
 GZ0052
 GZ0052  HISTORY     - Date     Condition        Report By
 GZ0052  HISTORY     - UNK      MONUMENTED       KYGS
 GZ0052  HISTORY     - 1950     GOOD             NGS
 GZ0052  HISTORY     - 1963     GOOD             NGS
 GZ0052  HISTORY     - 1980     MARK NOT FOUND   NGS
 GZ0052
 GZ0052                          STATION DESCRIPTION
 GZ0052
 GZ0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0052'1 MI N FROM BEREA.
 GZ0052'1.0 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0052'FROM THE STATION AT BEREA, ABOUT 300 YARDS NORTH OF MILE POST
 GZ0052'L 241-C131, 7 YARDS NORTH OF A DITCH, 30.7 FEET EAST OF THE EAST
 GZ0052'RAIL OF THE EAST TRACK, 9.2 FEET WEST OF A FENCE LINE, 6 FEET
 GZ0052'NORTHWEST OF A TELEPHONE POLE, 164 FEET SOUTHEAST AND ACROSS
 GZ0052'EAST AND CENTER TRACK (3 TRACKS) FROM SWITCH STAND AT NORTH END
 GZ0052'OF CENTER TRACK, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 GZ0052'OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- A METAL WITNESS
 GZ0052'POST AND SIGN WAS SET AND THE MARK IS 9 FEET WEST OF WITNESS POST.
 GZ0052
 GZ0052                          STATION RECOVERY (1963)
 GZ0052
 GZ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GZ0052'RECOVERED IN GOOD CONDITION.
 GZ0052
 GZ0052                          STATION RECOVERY (1980)
 GZ0052
 GZ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GZ0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1021 ***********************************************************************
 JZ1021  DESIGNATION -  26 EOM
 JZ1021  PID         -  JZ1021
 JZ1021  STATE/COUNTY-  KY/KENTON
 JZ1021  USGS QUAD   -  COVINGTON (1987)
 JZ1021
 JZ1021                         *CURRENT SURVEY CONTROL
 JZ1021  ___________________________________________________________________
 JZ1021* NAD 83(1986)-  39 02 46.     (N)    084 30 11.     (W)     SCALED    
 JZ1021* NAVD 88     -       163.659  (meters)     536.94   (feet)  ADJUSTED  
 JZ1021  ___________________________________________________________________
 JZ1021  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1021  DYNAMIC HT  -         163.555 (meters)     536.60  (feet)  COMP
 JZ1021  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 JZ1021
 JZ1021  VERT ORDER  -  SECOND    CLASS 0
 JZ1021
 JZ1021.The horizontal coordinates were scaled from a topographic map and have
 JZ1021.an estimated accuracy of +/- 6 seconds.
 JZ1021
 JZ1021.The orthometric height was determined by differential leveling
 JZ1021.and adjusted by the National Geodetic Survey in June 1991..
 JZ1021
 JZ1021.The geoid height was determined by GEOID03.
 JZ1021
 JZ1021.The dynamic height is computed by dividing the NAVD 88
 JZ1021.geopotential number by the normal gravity value computed on the
 JZ1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1021.degrees latitude (g = 980.6199 gals.).
 JZ1021
 JZ1021.The modeled gravity was interpolated from observed gravity values.
 JZ1021
 JZ1021;                    North         East    Units  Estimated Accuracy
 JZ1021;SPC KY1Z     - 1,301,820.    1,607,960.      MT  (+/- 180 meters Scaled)
 JZ1021
 JZ1021                          SUPERSEDED SURVEY CONTROL
 JZ1021
 JZ1021  NGVD 29 (??/??/92)  163.886  (m)          537.68   (f) ADJ UNCH    2 0
 JZ1021
 JZ1021.Superseded values are not recommended for survey control.
 JZ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1021.See file dsdata.txt to determine how the superseded data were derived.
 JZ1021
 JZ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ160248(NAD 83)
 JZ1021_MARKER: DD = SURVEY DISK
 JZ1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1021_SP_SET: STEP
 JZ1021_STAMPING: 26 EOM 1949 538
 JZ1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1021
 JZ1021  HISTORY     - Date     Condition        Report By
 JZ1021  HISTORY     - 1949     MONUMENTED       USGS
 JZ1021  HISTORY     - 1966     GOOD             PAS
 JZ1021
 JZ1021                          STATION DESCRIPTION
 JZ1021
 JZ1021'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ1021'AT LATONIA.
 JZ1021'MARK IS LOCATED AT THE FRONT ENTRANCE OF THE EIGHT DISTRICT SCHOOL
 JZ1021'IN LATONIA, WHICH IS LOCATED AT THE JUNCTION OF LOCKE STREET AND
 JZ1021'EAST 38TH STREET, 39 FEET EAST OF THE EAST CURB OF LOCKE STREET
 JZ1021'AND 2 FEET WEST OF THE WEST FACE OF BUILDING.  A U.S. GEOLOGICAL
 JZ1021'SURVEY DISK SET IN DRILL HOLE IN THE TOP OF THE NORTH END OF FIRST
 JZ1021'STEP AT FRONT ENTRANCE TO SCHOOL AND STAMPED 26 EOM 1949 538.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2539 ***********************************************************************
 GY2539  DESIGNATION -  26 JWM 702
 GY2539  PID         -  GY2539
 GY2539  STATE/COUNTY-  KY/OWSLEY
 GY2539  USGS QUAD   -  BOONEVILLE (1978)
 GY2539
 GY2539                         *CURRENT SURVEY CONTROL
 GY2539  ___________________________________________________________________
 GY2539* NAD 83(1986)-  37 29 03.     (N)    083 39 01.     (W)     SCALED    
 GY2539* NAVD 88     -       213.882  (meters)     701.71   (feet)  ADJUSTED  
 GY2539  ___________________________________________________________________
 GY2539  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GY2539  DYNAMIC HT  -         213.719 (meters)     701.18  (feet)  COMP
 GY2539  MODELED GRAV-     979,862.1   (mgal)                       NAVD 88
 GY2539
 GY2539  VERT ORDER  -  SECOND    CLASS 0
 GY2539
 GY2539.The horizontal coordinates were scaled from a topographic map and have
 GY2539.an estimated accuracy of +/- 6 seconds.
 GY2539
 GY2539.The orthometric height was determined by differential leveling
 GY2539.and adjusted by the National Geodetic Survey in June 1991..
 GY2539
 GY2539.The geoid height was determined by GEOID03.
 GY2539
 GY2539.The dynamic height is computed by dividing the NAVD 88
 GY2539.geopotential number by the normal gravity value computed on the
 GY2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2539.degrees latitude (g = 980.6199 gals.).
 GY2539
 GY2539.The modeled gravity was interpolated from observed gravity values.
 GY2539
 GY2539;                    North         East    Units  Estimated Accuracy
 GY2539;SPC KY1Z     - 1,129,810.    1,685,680.      MT  (+/- 180 meters Scaled)
 GY2539
 GY2539                          SUPERSEDED SURVEY CONTROL
 GY2539
 GY2539  NGVD 29 (??/??/92)  214.048  (m)          702.26   (f) ADJ UNCH    2 0
 GY2539
 GY2539.Superseded values are not recommended for survey control.
 GY2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2539.See file dsdata.txt to determine how the superseded data were derived.
 GY2539
 GY2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB656518(NAD 83)
 GY2539_MARKER: DD = SURVEY DISK
 GY2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2539_STAMPING: 26 JWM 702 1950 702.256
 GY2539_MARK LOGO: USGS  
 GY2539_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 GY2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2539+STABILITY: SURFACE MOTION
 GY2539
 GY2539  HISTORY     - Date     Condition        Report By
 GY2539  HISTORY     - 1950     MONUMENTED       USGS
 GY2539  HISTORY     - 1957     GOOD             NGS
 GY2539  HISTORY     - 19930601 GOOD             KYDT
 GY2539
 GY2539                          STATION DESCRIPTION
 GY2539
 GY2539'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GY2539'1.6 MI NE FROM BOONEVILLE.
 GY2539'ABOUT 1.6 MILES NORTHEAST ALONG STATE HIGHWAY 30 FROM THE COURT
 GY2539'HOUSE AT BOONEVILLE, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 GY2539'NORTH, 23 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 32
 GY2539'FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 3 1/2 FEET SOUTH
 GY2539'OF A YARD FENCE, 20 FEET EAST OF THE SOUTHWEST CORNER OF STONE
 GY2539'RETAINING WALL AROUND LAWN, 3 FEET EAST OF A POWER POLE, ABOUT 3
 GY2539'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GY2539'PROJECTING 2 INCHES.
 GY2539
 GY2539                          STATION RECOVERY (1957)
 GY2539
 GY2539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2539'RECOVERED IN GOOD CONDITION.
 GY2539
 GY2539                          STATION RECOVERY (1993)
 GY2539
 GY2539'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GY2539'1.6 MILES (2.6 KM) NORTHEAST ALONG STATE HIGHWAY 30 FROM THE
 GY2539'COURTHOUSE IN BOONEVILLE, AT THE JUNCTION OF STATE HIGHWAY 1411
 GY2539'LEADING NORTH, 23.5 FEET (7.2 M) NORTH OF CENTERLINE OF STATE HIGHWAY
 GY2539'30, ABOUT 32 FEET (9.8 M) EAST OF CENTERLINE OF STATE HIGHWAY 1411, 20
 GY2539'FEET (6.1 M) EAST OF THE SOUTHWEST CORNER OF STONE RETAINING WALL
 GY2539'AROUND LAWN, ABOUT 3 FEET (0.9 M) ABOVE STATE HIGHWAY 30 AND SET IN
 GY2539'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0609 ***********************************************************************
 HZ0609  DESIGNATION -  26 TN
 HZ0609  PID         -  HZ0609
 HZ0609  STATE/COUNTY-  KY/BOONE
 HZ0609  USGS QUAD   -  UNION (1984)
 HZ0609
 HZ0609                         *CURRENT SURVEY CONTROL
 HZ0609  ___________________________________________________________________
 HZ0609* NAD 83(1986)-  38 52 45.     (N)    084 40 26.     (W)     SCALED    
 HZ0609* NAVD 88     -       237.962  (meters)     780.71   (feet)  ADJUSTED  
 HZ0609  ___________________________________________________________________
 HZ0609  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HZ0609  DYNAMIC HT  -         237.810 (meters)     780.22  (feet)  COMP
 HZ0609  MODELED GRAV-     979,982.2   (mgal)                       NAVD 88
 HZ0609
 HZ0609  VERT ORDER  -  FIRST     CLASS II
 HZ0609
 HZ0609.The horizontal coordinates were scaled from a topographic map and have
 HZ0609.an estimated accuracy of +/- 6 seconds.
 HZ0609
 HZ0609.The orthometric height was determined by differential leveling
 HZ0609.and adjusted by the National Geodetic Survey in June 1991..
 HZ0609
 HZ0609.The geoid height was determined by GEOID03.
 HZ0609
 HZ0609.The dynamic height is computed by dividing the NAVD 88
 HZ0609.geopotential number by the normal gravity value computed on the
 HZ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0609.degrees latitude (g = 980.6199 gals.).
 HZ0609
 HZ0609.The modeled gravity was interpolated from observed gravity values.
 HZ0609
 HZ0609;                    North         East    Units  Estimated Accuracy
 HZ0609;SPC KY1Z     - 1,283,100.    1,593,380.      MT  (+/- 180 meters Scaled)
 HZ0609
 HZ0609                          SUPERSEDED SURVEY CONTROL
 HZ0609
 HZ0609  NGVD 29 (??/??/92)  238.163  (m)          781.37   (f) ADJ UNCH    1 2
 HZ0609
 HZ0609.Superseded values are not recommended for survey control.
 HZ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0609.See file dsdata.txt to determine how the superseded data were derived.
 HZ0609
 HZ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ017059(NAD 83)
 HZ0609_MARKER: DD = SURVEY DISK
 HZ0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0609_STAMPING: NO 26 TN 781 1929
 HZ0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0609+STABILITY: SURFACE MOTION
 HZ0609
 HZ0609  HISTORY     - Date     Condition        Report By
 HZ0609  HISTORY     - 1929     MONUMENTED       USGS
 HZ0609  HISTORY     - 1949     GOOD             NGS
 HZ0609  HISTORY     - 1964     MARK NOT FOUND   NGS
 HZ0609
 HZ0609                          STATION DESCRIPTION
 HZ0609
 HZ0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0609'4 MI W FROM WALTON.
 HZ0609'0.45 MILE NORTH ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE AT
 HZ0609'WALTON, THENCE ABOUT 3.6 MILES WEST ALONG A NARROW BLACK TOP
 HZ0609'ROAD, AT THE JUNCTION OF A DRIVEWAY SOUTH TO A HOUSE, 24 FEET
 HZ0609'SOUTHWEST OF THE CENTER OF THE JUNCTION, 19 FEET WEST OF THE
 HZ0609'CENTER LINE OF THE DRIVEWAY SOUTH, 13.5 FEET SOUTH OF THE
 HZ0609'CENTER LINE OF THE BLACK TOP ROAD, 2 FEET NORTHWEST OF A FENCE
 HZ0609'CORNER, 1 FOOT NORTH OF A FENCE LINE, 1 FOOT WEST OF A WHITE
 HZ0609'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 HZ0609'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HZ0609'NOTE-- MARK WAS SEARCHED FOR BUT NOT FOUND, THE PROPERTY OWNER
 HZ0609'SAID THE MARK HAS BEEN DESTROYED BY A ROAD CONSTRUCTION CREW.
 HZ0609
 HZ0609                          STATION RECOVERY (1964)
 HZ0609
 HZ0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0105 ***********************************************************************
 GZ0105  DESIGNATION -  263
 GZ0105  PID         -  GZ0105
 GZ0105  STATE/COUNTY-  KY/MADISON
 GZ0105  USGS QUAD   -  BEREA (1993)
 GZ0105
 GZ0105                         *CURRENT SURVEY CONTROL
 GZ0105  ___________________________________________________________________
 GZ0105* NAD 83(1986)-  37 33 12.     (N)    084 16 41.     (W)     SCALED    
 GZ0105* NAVD 88     -       308.716  (meters)    1012.85   (feet)  ADJUSTED  
 GZ0105  ___________________________________________________________________
 GZ0105  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ0105  DYNAMIC HT  -         308.482 (meters)    1012.08  (feet)  COMP
 GZ0105  MODELED GRAV-     979,865.9   (mgal)                       NAVD 88
 GZ0105
 GZ0105  VERT ORDER  -  SECOND    CLASS 0
 GZ0105
 GZ0105.The horizontal coordinates were scaled from a topographic map and have
 GZ0105.an estimated accuracy of +/- 6 seconds.
 GZ0105
 GZ0105.The orthometric height was determined by differential leveling
 GZ0105.and adjusted by the National Geodetic Survey in June 1991..
 GZ0105
 GZ0105.The geoid height was determined by GEOID03.
 GZ0105
 GZ0105.The dynamic height is computed by dividing the NAVD 88
 GZ0105.geopotential number by the normal gravity value computed on the
 GZ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0105.degrees latitude (g = 980.6199 gals.).
 GZ0105
 GZ0105.The modeled gravity was interpolated from observed gravity values.
 GZ0105
 GZ0105;                    North         East    Units  Estimated Accuracy
 GZ0105;SPC KY1Z     - 1,136,430.    1,630,050.      MT  (+/- 180 meters Scaled)
 GZ0105
 GZ0105                          SUPERSEDED SURVEY CONTROL
 GZ0105
 GZ0105  NGVD 29 (??/??/92)  308.866  (m)         1013.34   (f) ADJ UNCH    2 0
 GZ0105
 GZ0105.Superseded values are not recommended for survey control.
 GZ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0105.See file dsdata.txt to determine how the superseded data were derived.
 GZ0105
 GZ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG404597(NAD 83)
 GZ0105_MARKER: DD = SURVEY DISK
 GZ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0105_STAMPING: 263 1013.338
 GZ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0105+STABILITY: SURFACE MOTION
 GZ0105
 GZ0105  HISTORY     - Date     Condition        Report By
 GZ0105  HISTORY     - UNK      MONUMENTED       KYGS
 GZ0105  HISTORY     - 1950     GOOD             NGS
 GZ0105  HISTORY     - 1957     POOR             NGS
 GZ0105
 GZ0105                          STATION DESCRIPTION
 GZ0105
 GZ0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0105'1.4 MI SE FROM BEREA.
 GZ0105'ABOUT 1.4 MILES SOUTHEAST ALONG SCAFFOLD CANE PIKE FROM ITS
 GZ0105'JUNCTION WITH U.S. HIGHWAY 25 AND BOONE TAVERN AT BEREA, ABOUT
 GZ0105'0.1 MILE SOUTHEAST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 GZ0105'NORTHEAST, AT THE TOP OF A GRADE, 15 FEET NORTHEAST OF THE
 GZ0105'CENTER LINE OF THE BLACK TOP ROAD, 1 FOOT SOUTHWEST OF A FENCE
 GZ0105'LINE, 36 FEET SOUTHEAST OF A FENCE CORNER, 52 FEET SOUTHEAST OF
 GZ0105'THE CENTER LINE OF A DRIVE TO A HOUSE ABOUT LEVEL WITH THE
 GZ0105'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0105'NOTE-- THE UPSIDE-DOWN 3 WAS CHANGED.
 GZ0105
 GZ0105                          STATION RECOVERY (1957)
 GZ0105
 GZ0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0105'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1023 ***********************************************************************
 JZ1023  DESIGNATION -  27 EOM
 JZ1023  PID         -  JZ1023
 JZ1023  STATE/COUNTY-  KY/KENTON
 JZ1023  USGS QUAD   -  COVINGTON (1987)
 JZ1023
 JZ1023                         *CURRENT SURVEY CONTROL
 JZ1023  ___________________________________________________________________
 JZ1023* NAD 83(1986)-  39 04 15.     (N)    084 30 18.     (W)     SCALED    
 JZ1023* NAVD 88     -       162.087  (meters)     531.78   (feet)  ADJUSTED  
 JZ1023  ___________________________________________________________________
 JZ1023  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ1023  DYNAMIC HT  -         161.984 (meters)     531.44  (feet)  COMP
 JZ1023  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 JZ1023
 JZ1023  VERT ORDER  -  SECOND    CLASS 0
 JZ1023
 JZ1023.The horizontal coordinates were scaled from a topographic map and have
 JZ1023.an estimated accuracy of +/- 6 seconds.
 JZ1023
 JZ1023.The orthometric height was determined by differential leveling
 JZ1023.and adjusted by the National Geodetic Survey in June 1991..
 JZ1023
 JZ1023.The geoid height was determined by GEOID03.
 JZ1023
 JZ1023.The dynamic height is computed by dividing the NAVD 88
 JZ1023.geopotential number by the normal gravity value computed on the
 JZ1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1023.degrees latitude (g = 980.6199 gals.).
 JZ1023
 JZ1023.The modeled gravity was interpolated from observed gravity values.
 JZ1023
 JZ1023;                    North         East    Units  Estimated Accuracy
 JZ1023;SPC KY1Z     - 1,304,560.    1,607,750.      MT  (+/- 180 meters Scaled)
 JZ1023
 JZ1023                          SUPERSEDED SURVEY CONTROL
 JZ1023
 JZ1023  NGVD 29 (??/??/92)  162.317  (m)          532.53   (f) ADJ UNCH    2 0
 JZ1023
 JZ1023.Superseded values are not recommended for survey control.
 JZ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1023.See file dsdata.txt to determine how the superseded data were derived.
 JZ1023
 JZ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ158276(NAD 83)
 JZ1023_MARKER: DD = SURVEY DISK
 JZ1023_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ1023_SP_SET: BRIDGE ABUTMENT
 JZ1023_STAMPING: 27 EOM 1949 533
 JZ1023_MARK LOGO: USGS  
 JZ1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1023
 JZ1023  HISTORY     - Date     Condition        Report By
 JZ1023  HISTORY     - 1949     MONUMENTED       USGS
 JZ1023  HISTORY     - 1966     GOOD             PAS
 JZ1023  HISTORY     - 1985     GOOD             NGS
 JZ1023  HISTORY     - 1986     GOOD             LOCSUR
 JZ1023
 JZ1023                          STATION DESCRIPTION
 JZ1023
 JZ1023'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ1023'AT COVINGTON.
 JZ1023'MARK IS LOCATED IN COVINGTON, AT THE C AND O RAILROAD OVERPASS
 JZ1023'WHICH IS AT THE JUNCTION OF SCOTT STREET AND EAST 17TH STREET,
 JZ1023'4 FEET SOUTH OF THE SOUTH RAIL OF EAST BOUND TRACK AND
 JZ1023'1 1/2 FEET EAST OF THE EAST END OF SOUTH STEEL GIRDER OF OVERPASS.
 JZ1023'A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN DRILL HOLE IN THE
 JZ1023'TOP OF THE EAST BRIDGE ABUTMENT, ABOUT 1/2 FOOT LOWER THAN
 JZ1023'RAIL AND STAMPED 27 EOM 1949 533.
 JZ1023
 JZ1023                          STATION RECOVERY (1985)
 JZ1023
 JZ1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ1023'RECOVERED IN GOOD CONDITION AS DESCRIBED, NOT LEVELED TO IN 1986.
 JZ1023
 JZ1023                          STATION RECOVERY (1986)
 JZ1023
 JZ1023'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (AD)
 JZ1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2536 ***********************************************************************
 GY2536  DESIGNATION -  27 JWM 737
 GY2536  PID         -  GY2536
 GY2536  STATE/COUNTY-  KY/OWSLEY
 GY2536  USGS QUAD   -  COWCREEK (1961)
 GY2536
 GY2536                         *CURRENT SURVEY CONTROL
 GY2536  ___________________________________________________________________
 GY2536* NAD 83(1986)-  37 29 01.     (N)    083 36 56.     (W)     SCALED    
 GY2536* NAVD 88     -       224.580  (meters)     736.81   (feet)  ADJUSTED  
 GY2536  ___________________________________________________________________
 GY2536  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GY2536  DYNAMIC HT  -         224.408 (meters)     736.25  (feet)  COMP
 GY2536  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 GY2536
 GY2536  VERT ORDER  -  SECOND    CLASS 0
 GY2536
 GY2536.The horizontal coordinates were scaled from a topographic map and have
 GY2536.an estimated accuracy of +/- 6 seconds.
 GY2536
 GY2536.The orthometric height was determined by differential leveling
 GY2536.and adjusted by the National Geodetic Survey in June 1991..
 GY2536
 GY2536.The geoid height was determined by GEOID03.
 GY2536
 GY2536.The dynamic height is computed by dividing the NAVD 88
 GY2536.geopotential number by the normal gravity value computed on the
 GY2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2536.degrees latitude (g = 980.6199 gals.).
 GY2536
 GY2536.The modeled gravity was interpolated from observed gravity values.
 GY2536
 GY2536;                    North         East    Units  Estimated Accuracy
 GY2536;SPC KY1Z     - 1,129,820.    1,688,750.      MT  (+/- 180 meters Scaled)
 GY2536
 GY2536                          SUPERSEDED SURVEY CONTROL
 GY2536
 GY2536  NGVD 29 (??/??/92)  224.745  (m)          737.35   (f) ADJ UNCH    2 0
 GY2536
 GY2536.Superseded values are not recommended for survey control.
 GY2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2536.See file dsdata.txt to determine how the superseded data were derived.
 GY2536
 GY2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB687517(NAD 83)
 GY2536_MARKER: DD = SURVEY DISK
 GY2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2536_STAMPING: 27 JWM 737 1950 737.351
 GY2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2536+STABILITY: SURFACE MOTION
 GY2536
 GY2536  HISTORY     - Date     Condition        Report By
 GY2536  HISTORY     - 1950     MONUMENTED       USGS
 GY2536  HISTORY     - 1950     GOOD             NGS
 GY2536  HISTORY     - 1957     GOOD             NGS
 GY2536  HISTORY     - 20020730 MARK NOT FOUND   KYDT
 GY2536
 GY2536                          STATION DESCRIPTION
 GY2536
 GY2536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2536'AT LE ROSE.
 GY2536'AT LE ROSE, ALONG STATE HIGHWAY 30, AT THE JUNCTION OF A GRAVEL
 GY2536'ROAD LEADING NORTHEAST, 80 FEET NORTHEAST AND ACROSS THE HIGHWAY
 GY2536'FROM NORTH CORNER OF STORE AND POST OFFICE, 33 FEET NORTHEAST OF
 GY2536'THE CENTER LINE OF HIGHWAY, 3 1/2 FEET SOUTHWEST OF A FENCE
 GY2536'LINE, 30 FEET NORTHWEST OF A FENCE CORNER, 38 FEET NORTHWEST OF
 GY2536'THE CENTER LINE OF THE GRAVEL ROAD NORTHEAST, 2 FEET NORTHWEST OF
 GY2536'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND
 GY2536'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GY2536
 GY2536                          STATION RECOVERY (1957)
 GY2536
 GY2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2536'RECOVERED IN GOOD CONDITION.
 GY2536
 GY2536                          STATION RECOVERY (2002)
 GY2536
 GY2536'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2363 ***********************************************************************
 GZ2363  DESIGNATION -  27 K
 GZ2363  PID         -  GZ2363
 GZ2363  STATE/COUNTY-  KY/HARDIN
 GZ2363  USGS QUAD   -  COLESBURG (1991)
 GZ2363
 GZ2363                         *CURRENT SURVEY CONTROL
 GZ2363  ___________________________________________________________________
 GZ2363* NAD 83(1986)-  37 47 05.     (N)    085 46 23.     (W)     SCALED    
 GZ2363* NAVD 88     -       136.007  (meters)     446.22   (feet)  ADJUSTED  
 GZ2363  ___________________________________________________________________
 GZ2363  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GZ2363  DYNAMIC HT  -         135.907 (meters)     445.89  (feet)  COMP
 GZ2363  MODELED GRAV-     979,895.3   (mgal)                       NAVD 88
 GZ2363
 GZ2363  VERT ORDER  -  SECOND    CLASS 0
 GZ2363
 GZ2363.The horizontal coordinates were scaled from a topographic map and have
 GZ2363.an estimated accuracy of +/- 6 seconds.
 GZ2363
 GZ2363.The orthometric height was determined by differential leveling
 GZ2363.and adjusted by the National Geodetic Survey in June 1991..
 GZ2363
 GZ2363.The geoid height was determined by GEOID03.
 GZ2363
 GZ2363.The dynamic height is computed by dividing the NAVD 88
 GZ2363.geopotential number by the normal gravity value computed on the
 GZ2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2363.degrees latitude (g = 980.6199 gals.).
 GZ2363
 GZ2363.The modeled gravity was interpolated from observed gravity values.
 GZ2363
 GZ2363;                    North         East    Units  Estimated Accuracy
 GZ2363;SPC KY1Z     - 1,161,080.    1,497,970.      MT  (+/- 180 meters Scaled)
 GZ2363
 GZ2363                          SUPERSEDED SURVEY CONTROL
 GZ2363
 GZ2363  NGVD 29 (??/??/92)  136.144  (m)          446.67   (f) ADJ UNCH    2 0
 GZ2363
 GZ2363.Superseded values are not recommended for survey control.
 GZ2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2363.See file dsdata.txt to determine how the superseded data were derived.
 GZ2363
 GZ2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG080826(NAD 83)
 GZ2363_MARKER: DD = SURVEY DISK
 GZ2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2363_STAMPING: TT STA NO 27 K 1928
 GZ2363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2363+STABILITY: SURFACE MOTION
 GZ2363
 GZ2363  HISTORY     - Date     Condition        Report By
 GZ2363  HISTORY     - 1928     MONUMENTED       USGS
 GZ2363  HISTORY     - 1942     GOOD             NGS
 GZ2363
 GZ2363                          STATION DESCRIPTION
 GZ2363
 GZ2363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GZ2363'AT COLESBURG.
 GZ2363'AT COLESBURG, HARDIN COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GZ2363'RAILROAD, 35 YARDS SOUTH OF THE SOUTHWEST CORNER OF THE STATION,
 GZ2363'27 YARDS SOUTH OF A GRAVEL-ROAD CROSSING, 31.4 FEET EAST OF THE
 GZ2363'EAST RAIL, 3.1 FEET EAST OF A FENCE, AT THE SOUTHWEST CORNER OF
 GZ2363'THE CHARLES GILKEY PROPERTY IN 1935, AND ABOUT 3 FEET LOWER
 GZ2363'THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GZ2363'DISK, STAMPED TT STA NO 27 K 1928 AND SET IN THE TOP OF A
 GZ2363'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5839 ***********************************************************************
 AC5839  CBN         -  This is a Cooperative Base Network Control Station.
 AC5839  PACS        -  This is a Primary Airport Control Station.
 AC5839  DESIGNATION -  27A A
 AC5839  PID         -  AC5839
 AC5839  STATE/COUNTY-  KY/SCOTT
 AC5839  USGS QUAD   -  CENTERVILLE (1984)
 AC5839
 AC5839                         *CURRENT SURVEY CONTROL
 AC5839  ___________________________________________________________________
 AC5839* NAD 83(1993)-  38 14 02.18423(N)    084 25 58.63197(W)     ADJUSTED  
 AC5839* NAVD 88     -       285.56   (meters)     936.9    (feet)  GPS OBS   
 AC5839  ___________________________________________________________________
 AC5839  X           -     486,662.649 (meters)                     COMP
 AC5839  Y           -  -4,992,936.988 (meters)                     COMP
 AC5839  Z           -   3,926,029.420 (meters)                     COMP
 AC5839  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AC5839  ELLIP HEIGHT-         251.81  (meters)          (11/03/04) GPS OBS
 AC5839  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 AC5839
 AC5839  HORZ ORDER  -  B
 AC5839  ELLP ORDER  -  THIRD     CLASS I
 AC5839
 AC5839.This mark is at Georgetown-Scott Co-Marshall Field Airport (27K)
 AC5839
 AC5839.The horizontal coordinates were established by GPS observations
 AC5839.and adjusted by the National Geodetic Survey in January 1997..
 AC5839
 AC5839.The orthometric height was determined by GPS observations and a
 AC5839.high-resolution geoid model.
 AC5839
 AC5839.GPS derived orthometric heights for airport stations designated as
 AC5839.PACS or SACS are published to 2 decimal places.  This maintains
 AC5839.centimeter relative accuracy between the PACS and SACS.  It does
 AC5839.not indicate centimeter accuracy relative to other marks which are
 AC5839.part of the NAVD 88 network.
 AC5839
 AC5839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5839
 AC5839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5839
 AC5839.The ellipsoidal height was determined by GPS observations
 AC5839.and is referenced to NAD 83.
 AC5839
 AC5839.The geoid height was determined by GEOID03.
 AC5839
 AC5839;                    North         East     Units Scale Factor Converg.
 AC5839;SPC KY1Z     - 1,211,749.356 1,615,298.454   MT  0.99992436   +0 48 31.0
 AC5839;SPC KY1Z     - 3,975,547.68  5,299,525.01   sFT  0.99992436   +0 48 31.0
 AC5839;SPC KY N     -    81,480.727   483,982.427   MT  0.99997033   -0 06 49.7
 AC5839;SPC KY N     -   267,324.69  1,587,865.68   sFT  0.99997033   -0 06 49.7
 AC5839;UTM  16      - 4,234,887.770   724,679.752   MT  1.00022175   +1 35 21.6
 AC5839
 AC5839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5839!SPC KY1Z     -   0.99996049  x   0.99992436  =   0.99988485
 AC5839!SPC KY N     -   0.99996049  x   0.99997033  =   0.99993082
 AC5839!UTM  16      -   0.99996049  x   1.00022175  =   1.00018223
 AC5839
 AC5839                          SUPERSEDED SURVEY CONTROL
 AC5839
 AC5839  ELLIP H (01/09/97)  251.82   (m)                       GP(       ) 3 1
 AC5839
 AC5839.Superseded values are not recommended for survey control.
 AC5839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5839.See file dsdata.txt to determine how the superseded data were derived.
 AC5839
 AC5839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2468034888(NAD 83)
 AC5839_MARKER: I = METAL ROD
 AC5839_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC5839+WITH SETTING: INFORMATION.
 AC5839_STAMPING: 27A A 1995
 AC5839_MARK LOGO: NGS   
 AC5839_PROJECTION: FLUSH
 AC5839_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5839+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2002
 AC5839_ROD/PIPE-DEPTH: 1.20 meters
 AC5839
 AC5839  HISTORY     - Date     Condition        Report By
 AC5839  HISTORY     - 1995     MONUMENTED       LOWE
 AC5839  HISTORY     - 19960818 GOOD             NGS
 AC5839  HISTORY     - 20021204 GOOD             WOOLPT
 AC5839
 AC5839                          STATION DESCRIPTION
 AC5839
 AC5839'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5839'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHEAST OF
 AC5839'GEORGETOWN AND ABOUT 14.5 KM (9.00 MI) WEST OF PARIS.  LOCATED AT THE
 AC5839'MARSHALL FIELD AIRPORT IN SCOTT COUNTY, TELEPHONE NUMBER 502-863-6320.
 AC5839'TO REACH THE STATION FROM THE BRIDGE OVER THE CENTER OF INTERSTATE
 AC5839'I-75 ON HIGHWAY 460 (EXIT 125) GO EAST 9.2 KM (5.70 MI) TO AIRPORT
 AC5839'ROAD ON LEFT.  TURN LEFT AND GO NORTH 2.1 KM (1.30 MI) TO AIRPORT
 AC5839'OFFICE AND GATE AHEAD.  FROM GATE AT THE OFFICE GO WEST ACROSS RAMP TO
 AC5839'TAXIWAY 0.08 KM (0.05 MI) TO STATION ON RIGHT IN GRASS BETWEEN THE
 AC5839'TAXIWAY AND CONCRETE APRON.  THE STATION IS THE TOP OF A STAINLESS
 AC5839'STEEL ROD DRIVEN TO REFUSAL TO DEPTH OF 1.2 METERS (3.9 FT) RECESSED 7
 AC5839'CM BELOW GROUND LEVEL.  A 2.5 CM GREASE FILLED FLUTED PLASTIC SLEEVE
 AC5839'90 CM LONG ENCASED IN A 16 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED
 AC5839'BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE FLUSH WITH THE GROUND.
 AC5839'THE STATION IS 71.05 METERS (233.10 FT) DUE SOUTH FROM THE WINDSOCK.
 AC5839'41.7 METERS (136.8 FT) FROM THE FIRST TAXIWAY LIGHT AT THE APRON.
 AC5839'31.4 METERS (103.0 FT) NORTHEAST FROM THE CENTERLINE OF THE RAMP TO
 AC5839'THE TAXIWAY.  26.8 METERS (87.9 FT) EAST-NORTHEAST FROM THE CENTER OF
 AC5839'A CONCRETE HEADWALL WITH A STEEL GRATE.  THIS STATION IS A PRIMARY
 AC5839'AIRPORT CONTROL STATION.
 AC5839
 AC5839                          STATION RECOVERY (1996)
 AC5839
 AC5839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SER)
 AC5839'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHEAST OF
 AC5839'GEORGETOWN, 14.5 KM (9.00 MI) WEST OF PARIS, AT THE GEORGETOWN SCOTT
 AC5839'COUNTY-MARSHALL FIELD AIRPORT IN THE GRASS MEDIAN BETWEEN THE AIRCRAFT
 AC5839'PARKING AREA AND THE TAXIWAY.  OWNERSHIP--SCOTT COUNTY. AIRPORT
 AC5839'MANAGER AL MANN, PHONE 502-863-6320.  6206 PARIS PIKE GEORGETOWN KY
 AC5839'40324.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 AC5839'75 AND U.S.  HIGHWAY 460 (EXIT 125) IN GEORGETOWN, GO EAST 3.0 MI (4.8
 AC5839'KM) ON HIGHWAY 460 TO THE JUNCTION OF HIGHWAY 922.  CONTINUE AHEAD
 AC5839'EAST ON HIGHWAY 460 FOR 2.3 MI (3.7 KM) TO AIRPORT ROAD ON THE LEFT.
 AC5839'TURN LEFT AND GO NORTH 1.3 MI (2.1 KM) TO THE AIRPORT OFFICE AND GATE.
 AC5839'PASS THROUGH GATE AND GO WEST ACROSS THE PARKING RAMP TO ACCESS
 AC5839'TAXIWAY O.5 MI TO THE STATION ON THE RIGHT IN THE GRASS BETWEEN THE
 AC5839'TAXIWAY AND THE CONCRETE APRON.  LOCATED 71.05 M (233.10 FT) SOUTH
 AC5839'FROM THE WIND SOCK, 41.7 M (136.8 FT) NORTHWEST FROM THE FIRST TAXI
 AC5839'LIGHT AT THE APRON, 31.4 M (103.0 FT) NORTHEAST FROM THE CENTERLINE OF
 AC5839'THE RAMP TO THE TAXIWAY, 26.8 M (87.9 FT) EAST-NORTHEAST FROM THE
 AC5839'CENTER OF A CONCRETE HEADWALL WITH A STEEL GRATE.  THIS STATION IS A
 AC5839'PRIMARY AIRPORT CONTROL STATION (PACS) .  NOTE....DESIGNATION AND
 AC5839'STAMPING OF STATION DO NOT REFLECT THE AIRPORT IDENTIFIER AS IT
 AC5839'SHOULD.
 AC5839
 AC5839                          STATION RECOVERY (2002)
 AC5839
 AC5839'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 AC5839'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5840 ***********************************************************************
 AC5840  SACS        -  This is a Secondary Airport Control Station.
 AC5840  DESIGNATION -  27A B
 AC5840  PID         -  AC5840
 AC5840  STATE/COUNTY-  KY/SCOTT
 AC5840  USGS QUAD   -  CENTERVILLE (1984)
 AC5840
 AC5840                         *CURRENT SURVEY CONTROL
 AC5840  ___________________________________________________________________
 AC5840* NAD 83(1993)-  38 14 27.79260(N)    084 25 45.19570(W)     ADJUSTED  
 AC5840* NAVD 88     -       292.57   (meters)     959.9    (feet)  GPS OBS   
 AC5840  ___________________________________________________________________
 AC5840  X           -     486,940.986 (meters)                     COMP
 AC5840  Y           -  -4,992,424.360 (meters)                     COMP
 AC5840  Z           -   3,926,653.988 (meters)                     COMP
 AC5840  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AC5840  ELLIP HEIGHT-         258.84  (meters)          (01/09/97) GPS OBS
 AC5840  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 AC5840
 AC5840  HORZ ORDER  -  FIRST
 AC5840  ELLP ORDER  -  THIRD     CLASS I
 AC5840
 AC5840.This mark is at Georgetown-Scott Co-Marshall Field Airport (27K)
 AC5840
 AC5840.The horizontal coordinates were established by GPS observations
 AC5840.and adjusted by the National Geodetic Survey in January 1997..
 AC5840
 AC5840.The orthometric height was determined by GPS observations and a
 AC5840.high-resolution geoid model.
 AC5840
 AC5840.GPS derived orthometric heights for airport stations designated as
 AC5840.PACS or SACS are published to 2 decimal places.  This maintains
 AC5840.centimeter relative accuracy between the PACS and SACS.  It does
 AC5840.not indicate centimeter accuracy relative to other marks which are
 AC5840.part of the NAVD 88 network.
 AC5840
 AC5840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5840
 AC5840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5840
 AC5840.The ellipsoidal height was determined by GPS observations
 AC5840.and is referenced to NAD 83.
 AC5840
 AC5840.The geoid height was determined by GEOID03.
 AC5840
 AC5840;                    North         East     Units Scale Factor Converg.
 AC5840;SPC KY1Z     - 1,212,543.433 1,615,613.995   MT  0.99992514   +0 48 39.3
 AC5840;SPC KY1Z     - 3,978,152.91  5,300,560.25   sFT  0.99992514   +0 48 39.3
 AC5840;SPC KY N     -    82,269.658   484,310.725   MT  0.99996983   -0 06 41.4
 AC5840;SPC KY N     -   269,913.04  1,588,942.77   sFT  0.99996983   -0 06 41.4
 AC5840;UTM  16      - 4,235,686.312   724,984.533   MT  1.00022343   +1 35 30.9
 AC5840
 AC5840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5840!SPC KY1Z     -   0.99995939  x   0.99992514  =   0.99988453
 AC5840!SPC KY N     -   0.99995939  x   0.99996983  =   0.99992922
 AC5840!UTM  16      -   0.99995939  x   1.00022343  =   1.00018281
 AC5840
 AC5840                          SUPERSEDED SURVEY CONTROL
 AC5840
 AC5840.No superseded survey control is available for this station.
 AC5840
 AC5840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2498535686(NAD 83)
 AC5840_MARKER: DD = SURVEY DISK
 AC5840_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC5840_STAMPING: 27A B 1995
 AC5840_MARK LOGO: NGS   
 AC5840_PROJECTION: FLUSH
 AC5840_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5840+STABILITY: SURFACE MOTION
 AC5840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5840+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1996
 AC5840_ROD/PIPE-DEPTH: 1.0  meters
 AC5840
 AC5840  HISTORY     - Date     Condition        Report By
 AC5840  HISTORY     - 1995     MONUMENTED       LOWE
 AC5840  HISTORY     - 19960818 GOOD             NGS
 AC5840
 AC5840                          STATION DESCRIPTION
 AC5840
 AC5840'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5840'THE STATION IS LOCATED ABOUT 19.3 KM) NORTHEAST OF GEORGETOWN AND
 AC5840'ABOUT 14.5 KM (9.00 MI) WEST OF PARIS.  LOCATED AT THE MARSHALL FIELD
 AC5840'AIRPORT IN SCOTT COUNTY, TELEPHONE NUMBER 502-863-6320.  TO REACH THE
 AC5840'STATION FROM THE BRIDGE OVER THE CENTER OF INTERSTATE I-75 AND HIGHWAY
 AC5840'460 (EXIT 125) GO EAST ON HIGHWAY 460 9.2 KM (5.70 MI) TO AIRPORT ROAD
 AC5840'ON LEFT.  TURN LEFT AND GO NORTH 2.1 KM (1.30 MI) TO AIRPORT OFFICE
 AC5840'AND GATE AHEAD.  FROM THE GATE AT THE OFFICE GO WEST TO RAMP TO
 AC5840'TAXIWAY A.  TURN RIGHT ON TAXIWAY AND GO NORTH 1.0 KM (0.60 MI) PAST
 AC5840'END OF TAXIWAY TO STATION ON RIGHT AT THE TOP OF SLOPE.  THE STATION
 AC5840'IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 METER (3.3
 AC5840'FT) LONG FENO PIPE, RECESSED 6 CM BELOW GROUND LEVEL AND ENCASED IN A
 AC5840'16 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO
 AC5840'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR
 AC5840'PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS 68.4 METERS
 AC5840'(224.4 FT) EAST-NORTHEAST FROM RUNWAY SIGN A-21.  63.2 METERS (207.3
 AC5840'FT) DUE EAST FROM THE CENTERLINE OF THE HOLDING LINE AT THE NORTH END
 AC5840'OF THE TAXIWAY.  61.5 METERS (201.8 FT) NORTHEAST FROM A TAXIWAY LIGHT
 AC5840'AT THE POINT OF CURVE OF THE TAXIWAY.  THIS STATION IS A SECONDARY
 AC5840'AIRPORT CONTROL STATION.
 AC5840
 AC5840                          STATION RECOVERY (1996)
 AC5840
 AC5840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SER)
 AC5840'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHEAST OF
 AC5840'GEORGETOWN, 14.5 KM (9.00 MI) WEST OF PARIS, AT THE GEORGETOWN SCOTT
 AC5840'COUNTY-MARSHALL FIELD AIRPORT AT THE TOP OF A SMALL RISE AT THE
 AC5840'NORTHEAST END OF THE SINGLE RUNWAY.  OWNERSHIP--SCOTT COUNTY. AIRPORT
 AC5840'MANAGER AL MANN, PHONE 502-863-6320.  6206 PARIS PIKE GEORGETOWN KY
 AC5840'40324.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 AC5840'75 AND U.S.  HIGHWAY 460 (EXIT 125) IN GEORGETOWN, GO EAST 3.0 MI (4.8
 AC5840'KM) ON HIGHWAY 460 TO THE JUNCTION OF HIGHWAY 922.  CONTINUE AHEAD
 AC5840'EAST ON HIGHWAY 460 FOR 2.3 MI (3.7 KM) TO AIRPORT ROAD ON THE LEFT.
 AC5840'TURN LEFT AND GO NORTH 1.3 MI (2.1 KM) TO THE AIRPORT OFFICE AND GATE.
 AC5840'PASS THROUGH GATE AND GO WEST ACROSS THE PARKING RAMP TO ACCESS
 AC5840'TAXIWAY O.1 MI TO THE TAXIWAY.  TURN RIGHT AND NORTH 0.5 MI (0.8 KM)
 AC5840'ON THE TAXIWAY TO THE END OF TAXIWAY AND THE STAQTION ON THE RIGHT, ON
 AC5840'A SMALL HILL.  LOCATED 68.4 M (224.4 FT) EAST-NORTHEAST FROM RUNWAY
 AC5840'SIGN A-21, 63.2 M (207.3 FT) EAST FROM THE CENTERLINE OF THE HOLDING
 AC5840'BAR AT THE NORTH END OF TAXI, 61.5 M (201.8 FT) NORTHEAST FROM A
 AC5840'TAXILIGHT AT THE POINT OF CURVE OF THE TAXIWAY.  THIS IS A FENO MARK.
 AC5840'THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AC5840'NOTE...STATION DESIGNATION AND STAMPING DO NOT REFLECT THE AIRPORT
 AC5840'IDENTIFIER AS IT SHOULD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5841 ***********************************************************************
 AC5841  SACS        -  This is a Secondary Airport Control Station.
 AC5841  DESIGNATION -  27A C
 AC5841  PID         -  AC5841
 AC5841  STATE/COUNTY-  KY/SCOTT
 AC5841  USGS QUAD   -  CENTERVILLE (1984)
 AC5841
 AC5841                         *CURRENT SURVEY CONTROL
 AC5841  ___________________________________________________________________
 AC5841* NAD 83(1993)-  38 13 43.43689(N)    084 26 21.26785(W)     ADJUSTED  
 AC5841* NAVD 88     -       283.01   (meters)     928.5    (feet)  GPS OBS   
 AC5841  ___________________________________________________________________
 AC5841  X           -     486,149.184 (meters)                     COMP
 AC5841  Y           -  -4,993,344.436 (meters)                     COMP
 AC5841  Z           -   3,925,573.769 (meters)                     COMP
 AC5841  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AC5841  ELLIP HEIGHT-         249.28  (meters)          (01/09/97) GPS OBS
 AC5841  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 AC5841
 AC5841  HORZ ORDER  -  FIRST
 AC5841  ELLP ORDER  -  THIRD     CLASS I
 AC5841
 AC5841.This mark is at Georgetown-Scott Co-Marshall Field Airport (27K)
 AC5841
 AC5841.The horizontal coordinates were established by GPS observations
 AC5841.and adjusted by the National Geodetic Survey in January 1997..
 AC5841
 AC5841.The orthometric height was determined by GPS observations and a
 AC5841.high-resolution geoid model.
 AC5841
 AC5841.GPS derived orthometric heights for airport stations designated as
 AC5841.PACS or SACS are published to 2 decimal places.  This maintains
 AC5841.centimeter relative accuracy between the PACS and SACS.  It does
 AC5841.not indicate centimeter accuracy relative to other marks which are
 AC5841.part of the NAVD 88 network.
 AC5841
 AC5841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5841
 AC5841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5841
 AC5841.The ellipsoidal height was determined by GPS observations
 AC5841.and is referenced to NAD 83.
 AC5841
 AC5841.The geoid height was determined by GEOID03.
 AC5841
 AC5841;                    North         East     Units Scale Factor Converg.
 AC5841;SPC KY1Z     - 1,211,163.659 1,614,756.159   MT  0.99992379   +0 48 17.1
 AC5841;SPC KY1Z     - 3,973,626.10  5,297,745.83   sFT  0.99992379   +0 48 17.1
 AC5841;SPC KY N     -    80,903.810   483,430.747   MT  0.99997070   -0 07 03.8
 AC5841;SPC KY N     -   265,431.92  1,586,055.71   sFT  0.99997070   -0 07 03.8
 AC5841;UTM  16      - 4,234,294.564   724,145.329   MT  1.00021879   +1 35 06.9
 AC5841
 AC5841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5841!SPC KY1Z     -   0.99996089  x   0.99992379  =   0.99988468
 AC5841!SPC KY N     -   0.99996089  x   0.99997070  =   0.99993159
 AC5841!UTM  16      -   0.99996089  x   1.00021879  =   1.00017967
 AC5841
 AC5841                          SUPERSEDED SURVEY CONTROL
 AC5841
 AC5841.No superseded survey control is available for this station.
 AC5841
 AC5841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2414534295(NAD 83)
 AC5841_MARKER: DD = SURVEY DISK
 AC5841_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC5841_STAMPING: 27A C 1995
 AC5841_MARK LOGO: NGS   
 AC5841_PROJECTION: FLUSH
 AC5841_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5841+STABILITY: SURFACE MOTION
 AC5841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5841+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1996
 AC5841_ROD/PIPE-DEPTH: 1.0  meters
 AC5841
 AC5841  HISTORY     - Date     Condition        Report By
 AC5841  HISTORY     - 1995     MONUMENTED       LOWE
 AC5841  HISTORY     - 19960818 GOOD             NGS
 AC5841
 AC5841                          STATION DESCRIPTION
 AC5841
 AC5841'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5841'STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHEAST OF GEORGETOWN
 AC5841'AND ABOUT 14.5 KM (9.00 MI) WEST OF PARIS.  LOCATED AT THE MARSHALL
 AC5841'FIELD AIRPORT IN SCOTT COUTNY, TELEPHONE NUMBER 502-863-6320.  TO
 AC5841'REACH THE STATION FROM THE BRIDGE OVER THE CENTER OF INTERSTATE I-75
 AC5841'AND HIGHWAY 460 (EXIT 125) GO EAST 9.2 KM (5.70 MI) TO AIRPORT ROAD ON
 AC5841'LEFT.  TURN LEFT AND GO NORTH 2.1 KM (1.30 MI) TO AIRPORT OFFICE AND
 AC5841'GATE AHEAD.  FROM THE GATE AT THE OFFICE GO WEST TO RAMP TO TAXIWAY A.
 AC5841'TURN LEFT ON TAXIWAY A AND GO SOUTH 1.0 KM (0.60 MI) PAST END OF
 AC5841'TAXIWAY AND RUNWAY AND STATION ON THE RIGHT 0.2 KM (0.10 MI) ON THE
 AC5841'TOP OF SLOPE.  NOTE...  AIRPORT HAS IMMEDIATE PLANS TO EXTEND RUNWAY 3
 AC5841'AND TAXIWAY A.  STATION IS SET CLEAR OF PROPOSED EXTENSION.  THE
 AC5841'STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1
 AC5841'METER (3.3 FT) LONG FENO PIPE, RECESSED 2 CM BELOW GROUND LEVEL AND IS
 AC5841'ENCASED IN A 16 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY
 AC5841'CONCRETE.  THE LOGO CAP IS 3.0 CM ABOVE GROUND.  THREE CIRCULAR ANCHOR
 AC5841'PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS 67.2 METERS
 AC5841'(220.5 FT) SOUTHEAST FROM A NORTH-SOUTH BARBED WIRE FENCE.  36.1
 AC5841'METERS (118.4 FT) SOUTHWEST FROM THE TOE OF A SLOPE. 8.8 METERS (28.9
 AC5841'FT) NORTHWEST FROM THE TOE OF A SLOPE.  THIS STATION IS A SECONDARY
 AC5841'AIRPORT CONTROL STATION.
 AC5841
 AC5841                          STATION RECOVERY (1996)
 AC5841
 AC5841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SER)
 AC5841'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHEAST OF
 AC5841'GEORGETOWN, 14.5 KM (9.00 MI) WEST OF PARIS, AT THE GEORGETOWN SCOTT
 AC5841'COUNTY-MARSHALL FIELD AIRPORT AT THE TOP OF A SMALL RISE ABOUT 0.25 MI
 AC5841'(0.40 KM) FROM THE SOUTHWEST END OF RUNWAY 3.  OWNERSHIP--SCOTT
 AC5841'COUNTY.  AIRPORT MANAGER AL MANN, PHONE 502-863-6320.  6206 PARIS PIKE
 AC5841'GEORGETOWN KY 40324.  TO REACH THE STATION FROM THE JUNCTION OF
 AC5841'INTERSTATE HIGHWAY 75 AND U.S.  HIGHWAY 460 (EXIT 125) IN GEORGETOWN,
 AC5841'GO EAST 3.0 MI (4.8 KM) ON HIGHWAY 460 TO THE JUNCTION OF HIGHWAY 922.
 AC5841'CONTINUE AHEAD EAST ON HIGHWAY 460 FOR 2.3 MI (3.7 KM) TO AIRPORT ROAD
 AC5841'ON THE LEFT.  TURN LEFT AND GO NORTH 1.3 MI (2.1 KM) TO THE AIRPORT
 AC5841'OFFICE AND GATE.  PASS THROUGH GATE AND GO WEST ACROSS THE PARKING
 AC5841'RAMP TO ACCESS TAXIWAY O.1 MI TO THE TAXIWAY.  TURN LEFT AND GO SOUTH
 AC5841'0.25 MI (0.40 KM) TO THE END OF THE RUNWAY.  TURN RIGHT AND GO WEST
 AC5841'ACROSS THE END OF RUNWAY 3 RIG.  TURN LEFT AND GO SOUTH FOR 0.25 MI
 AC5841'(0.40 KM) TO THE STATION ON THE RIGHT ON A SMALL RISE. LOCATED 67.2 M
 AC5841'(220.5 FT) SOUHTEAST FROM A NORTH-SOUTH BARBED WIRE FENCE LINE 68.4,
 AC5841'36.1 M (118.4 FT) SOUTHWEST FROM THE NORTH EDGE OF THE RISE, 8.8 M
 AC5841'(28.9 FT) NOTYHWEST FROM THE EDGE OF THE SMALL RISE. THIS IS A FENO
 AC5841'MARK.  THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AC5841'STATION DESIGNATION AND STAMPING DO NOT REFLECT THE AIRPORT IDENTIFIER
 AC5841'AS IT SHOULD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0137 ***********************************************************************
 GD0137  DESIGNATION -  28 USE
 GD0137  PID         -  GD0137
 GD0137  STATE/COUNTY-  KY/MARSHALL
 GD0137  USGS QUAD   -  HARDIN (1986)
 GD0137
 GD0137                         *CURRENT SURVEY CONTROL
 GD0137  ___________________________________________________________________
 GD0137* NAD 83(1986)-  36 51 50.     (N)    088 20 57.     (W)     SCALED    
 GD0137* NAVD 88     -       113.00   (+/-2cm)     370.7    (feet)  VERTCON   
 GD0137  ___________________________________________________________________
 GD0137  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 GD0137
 GD0137  VERT ORDER  -  ? (See Below)
 GD0137
 GD0137.The horizontal coordinates were scaled from a topographic map and have
 GD0137.an estimated accuracy of +/- 6 seconds.
 GD0137
 GD0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0137.The vertical order pertains to the NGVD 29 superseded value.
 GD0137
 GD0137.The geoid height was determined by GEOID03.
 GD0137
 GD0137;                    North         East    Units  Estimated Accuracy
 GD0137;SPC KY1Z     - 1,062,110.    1,268,250.      MT  (+/- 180 meters Scaled)
 GD0137
 GD0137                          SUPERSEDED SURVEY CONTROL
 GD0137
 GD0137  NGVD 29 (??/??/??)  113.037  (m)          370.86   (f) ADJUSTED    ?  
 GD0137
 GD0137.Superseded values are not recommended for survey control.
 GD0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0137.See file dsdata.txt to determine how the superseded data were derived.
 GD0137
 GD0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF797806(NAD 83)
 GD0137_MARKER: Q = CHISELED SQUARE
 GD0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0137_SP_SET: CULVERT
 GD0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0137
 GD0137  HISTORY     - Date     Condition        Report By
 GD0137  HISTORY     - UNK      MONUMENTED       DOD
 GD0137  HISTORY     - 1951     MARK NOT FOUND   CGS
 GD0137
 GD0137                          STATION DESCRIPTION
 GD0137
 GD0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GD0137'AT BENTON.
 GD0137'AT BENTON, MARSHALL COUNTY, 0.2 MILE SOUTHEAST ALONG THE
 GD0137'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE STATION,
 GD0137'AT CULVERT 22.7, AND ON THE TOP OF THE NORTHEAST HEADWALL.  A
 GD0137'CHISELED SQUARE.  NOTE-- IT IS BELIEVED THAT THE CULVERT HEADWALL
 GD0137'HAS BEEN RESURFACED WITH CEMENT COVERING THE CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2399 ***********************************************************************
 GZ2399  DESIGNATION -  29 K
 GZ2399  PID         -  GZ2399
 GZ2399  STATE/COUNTY-  KY/NELSON
 GZ2399  USGS QUAD   -  LEBANON JUNCTION (1991)
 GZ2399
 GZ2399                         *CURRENT SURVEY CONTROL
 GZ2399  ___________________________________________________________________
 GZ2399* NAD 83(1986)-  37 47 16.     (N)    085 40 23.     (W)     SCALED    
 GZ2399* NAVD 88     -       138.340  (meters)     453.87   (feet)  ADJUSTED  
 GZ2399  ___________________________________________________________________
 GZ2399  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 GZ2399  DYNAMIC HT  -         138.238 (meters)     453.54  (feet)  COMP
 GZ2399  MODELED GRAV-     979,888.8   (mgal)                       NAVD 88
 GZ2399
 GZ2399  VERT ORDER  -  SECOND    CLASS 0
 GZ2399
 GZ2399.The horizontal coordinates were scaled from a topographic map and have
 GZ2399.an estimated accuracy of +/- 6 seconds.
 GZ2399
 GZ2399.The orthometric height was determined by differential leveling
 GZ2399.and adjusted by the National Geodetic Survey in June 1991..
 GZ2399
 GZ2399.The geoid height was determined by GEOID03.
 GZ2399
 GZ2399.The dynamic height is computed by dividing the NAVD 88
 GZ2399.geopotential number by the normal gravity value computed on the
 GZ2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2399.degrees latitude (g = 980.6199 gals.).
 GZ2399
 GZ2399.The modeled gravity was interpolated from observed gravity values.
 GZ2399
 GZ2399;                    North         East    Units  Estimated Accuracy
 GZ2399;SPC KY1Z     - 1,161,420.    1,506,780.      MT  (+/- 180 meters Scaled)
 GZ2399
 GZ2399                          SUPERSEDED SURVEY CONTROL
 GZ2399
 GZ2399  NGVD 29 (??/??/92)  138.482  (m)          454.34   (f) ADJ UNCH    2 0
 GZ2399
 GZ2399.Superseded values are not recommended for survey control.
 GZ2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2399.See file dsdata.txt to determine how the superseded data were derived.
 GZ2399
 GZ2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG168830(NAD 83)
 GZ2399_MARKER: DD = SURVEY DISK
 GZ2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2399_STAMPING: 29 K 1928
 GZ2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2399+STABILITY: SURFACE MOTION
 GZ2399
 GZ2399  HISTORY     - Date     Condition        Report By
 GZ2399  HISTORY     - 1928     MONUMENTED       USGS
 GZ2399  HISTORY     - 1935     GOOD             NGS
 GZ2399  HISTORY     - 1983     MARK NOT FOUND   KYDT
 GZ2399
 GZ2399                          STATION DESCRIPTION
 GZ2399
 GZ2399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GZ2399'AT BOSTON.
 GZ2399'AT BOSTON, NELSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GZ2399'RAILROAD, WEST OF THE STATION, IN THE SOUTHWEST ANGLE OF THE
 GZ2399'CROSSING OF STATE HIGHWAY 61, 37.8 FEET SOUTH OF THE SOUTH
 GZ2399'RAIL, AT THE NORTHEAST CORNER OF THE MATTIE WATERS YARD, AT
 GZ2399'THE CORNER OF A CONCRETE WALL, AND ABOUT 1-1/2 FEET LOWER THAN
 GZ2399'THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GZ2399'DISK, STAMPED 29 K 1928 AND SET IN THE TOP OF A CONCRETE POST.
 GZ2399
 GZ2399                          STATION RECOVERY (1983)
 GZ2399
 GZ2399'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ2399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1259 ***********************************************************************
 GZ1259  DESIGNATION -  29 PRIME
 GZ1259  PID         -  GZ1259
 GZ1259  STATE/COUNTY-  KY/JESSAMINE
 GZ1259  USGS QUAD   -  WILMORE (1979)
 GZ1259
 GZ1259                         *CURRENT SURVEY CONTROL
 GZ1259  ___________________________________________________________________
 GZ1259* NAD 83(1986)-  37 49 07.     (N)    084 43 09.     (W)     SCALED    
 GZ1259* NAVD 88     -       242.113  (meters)     794.33   (feet)  ADJUSTED  
 GZ1259  ___________________________________________________________________
 GZ1259  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GZ1259  DYNAMIC HT  -         241.929 (meters)     793.73  (feet)  COMP
 GZ1259  MODELED GRAV-     979,865.7   (mgal)                       NAVD 88
 GZ1259
 GZ1259  VERT ORDER  -  FIRST     CLASS II
 GZ1259
 GZ1259.The horizontal coordinates were scaled from a topographic map and have
 GZ1259.an estimated accuracy of +/- 6 seconds.
 GZ1259
 GZ1259.The orthometric height was determined by differential leveling
 GZ1259.and adjusted by the National Geodetic Survey in June 1991..
 GZ1259
 GZ1259.The geoid height was determined by GEOID03.
 GZ1259
 GZ1259.The dynamic height is computed by dividing the NAVD 88
 GZ1259.geopotential number by the normal gravity value computed on the
 GZ1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1259.degrees latitude (g = 980.6199 gals.).
 GZ1259
 GZ1259.The modeled gravity was interpolated from observed gravity values.
 GZ1259
 GZ1259;                    North         East    Units  Estimated Accuracy
 GZ1259;SPC KY1Z     - 1,165,340.    1,590,750.      MT  (+/- 180 meters Scaled)
 GZ1259
 GZ1259                          SUPERSEDED SURVEY CONTROL
 GZ1259
 GZ1259  NGVD 29 (??/??/92)  242.276  (m)          794.87   (f) ADJ UNCH    1 2
 GZ1259
 GZ1259.Superseded values are not recommended for survey control.
 GZ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1259.See file dsdata.txt to determine how the superseded data were derived.
 GZ1259
 GZ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG007881(NAD 83)
 GZ1259_MARKER: R = RIVET
 GZ1259_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GZ1259_SP_SET: BRIDGE ABUTMENT
 GZ1259_MARK LOGO: NONE  
 GZ1259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1259+STABILITY: POSITION/ELEVATION WELL
 GZ1259
 GZ1259  HISTORY     - Date     Condition        Report By
 GZ1259  HISTORY     - UNK      MONUMENTED       KYGS
 GZ1259  HISTORY     - 1950     GOOD             NGS
 GZ1259  HISTORY     - 1958     GOOD             NGS
 GZ1259  HISTORY     - 1985     GOOD             NGS
 GZ1259
 GZ1259                          STATION DESCRIPTION
 GZ1259
 GZ1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1259'0.4 MI S FROM HIGH BRIDGE.
 GZ1259'ABOUT 0.35 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1259'STATION AT HIGH BRIDGE, SET IN THE TOP OF THE WEST END OF THE
 GZ1259'NORTH ABUTMENT OF RAILWAY BRIDGE OVER KENTUCKY RIVER, 14 FEET
 GZ1259'WEST OF THE WEST RAIL OF THE WEST TRACK, 8.8 FEET SOUTH OF
 GZ1259'MILE POST 103, 1/2 FOOT NORTH OF THE SOUTH FACE OF ABUTMENT,
 GZ1259'1/2 FOOT EAST OF THE WEST END OF THE ABUTMENT AND ABOUT 1 FOOT
 GZ1259'BELOW THE TRACK.
 GZ1259
 GZ1259                          STATION RECOVERY (1958)
 GZ1259
 GZ1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1259'RECOVERED IN GOOD CONDITION.
 GZ1259
 GZ1259                          STATION RECOVERY (1985)
 GZ1259
 GZ1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5824 ***********************************************************************
 AC5824  SACS        -  This is a Secondary Airport Control Station.
 AC5824  DESIGNATION -  2I0 A
 AC5824  PID         -  AC5824
 AC5824  STATE/COUNTY-  KY/HOPKINS
 AC5824  USGS QUAD   -  MADISONVILLE EAST (1978)
 AC5824
 AC5824                         *CURRENT SURVEY CONTROL
 AC5824  ___________________________________________________________________
 AC5824* NAD 83(1993)-  37 21 06.22937(N)    087 24 19.31795(W)     ADJUSTED  
 AC5824* NAVD 88     -       131.65   (meters)     431.9    (feet)  GPS OBS   
 AC5824  ___________________________________________________________________
 AC5824  X           -     229,809.626 (meters)                     COMP
 AC5824  Y           -  -5,071,281.814 (meters)                     COMP
 AC5824  Z           -   3,848,557.445 (meters)                     COMP
 AC5824  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AC5824  ELLIP HEIGHT-         101.46  (meters)          (01/09/97) GPS OBS
 AC5824  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AC5824
 AC5824  HORZ ORDER  -  FIRST
 AC5824  ELLP ORDER  -  FOURTH    CLASS I
 AC5824
 AC5824.This mark is at Madisonville Airport (2I0)
 AC5824
 AC5824.The horizontal coordinates were established by GPS observations
 AC5824.and adjusted by the National Geodetic Survey in January 1997..
 AC5824
 AC5824.The orthometric height was determined by GPS observations and a
 AC5824.high-resolution geoid model.
 AC5824
 AC5824.GPS derived orthometric heights for airport stations designated as
 AC5824.PACS or SACS are published to 2 decimal places.  This maintains
 AC5824.centimeter relative accuracy between the PACS and SACS.  It does
 AC5824.not indicate centimeter accuracy relative to other marks which are
 AC5824.part of the NAVD 88 network.
 AC5824
 AC5824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5824
 AC5824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5824
 AC5824.The ellipsoidal height was determined by GPS observations
 AC5824.and is referenced to NAD 83.
 AC5824
 AC5824.The geoid height was determined by GEOID03.
 AC5824
 AC5824;                    North         East     Units Scale Factor Converg.
 AC5824;SPC KY1Z     - 1,114,325.959 1,353,350.103   MT  0.99994660   -1 00 58.8
 AC5824;SPC KY1Z     - 3,655,917.75  4,440,116.13   sFT  0.99994660   -1 00 58.8
 AC5824;SPC KY S     -   614,300.551   353,350.085   MT  0.99994545   -1 00 14.1
 AC5824;SPC KY S     - 2,015,417.72  1,159,282.74   sFT  0.99994545   -1 00 14.1
 AC5824;UTM  16      - 4,133,969.178   464,098.854   MT  0.99961588   -0 14 45.4
 AC5824
 AC5824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5824!SPC KY1Z     -   0.99998408  x   0.99994660  =   0.99993068
 AC5824!SPC KY S     -   0.99998408  x   0.99994545  =   0.99992953
 AC5824!UTM  16      -   0.99998408  x   0.99961588  =   0.99959996
 AC5824
 AC5824                          SUPERSEDED SURVEY CONTROL
 AC5824
 AC5824.No superseded survey control is available for this station.
 AC5824
 AC5824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG6409933969(NAD 83)
 AC5824_MARKER: DD = SURVEY DISK
 AC5824_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC5824_STAMPING: 2I0 A 1995
 AC5824_MARK LOGO: NGS   
 AC5824_PROJECTION: FLUSH
 AC5824_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5824+STABILITY: SURFACE MOTION
 AC5824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5824+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1996
 AC5824_ROD/PIPE-DEPTH: 3    meters
 AC5824
 AC5824  HISTORY     - Date     Condition        Report By
 AC5824  HISTORY     - 1995     MONUMENTED       LOWE
 AC5824  HISTORY     - 19960721 GOOD             NGS
 AC5824
 AC5824                          STATION DESCRIPTION
 AC5824
 AC5824'DESCRIBED BY LOWE ENGINEERS 1995 (GRP)
 AC5824'THE STATION IS LOCATED IN ANTON, ABOUT 9.7 KM (6.00 MI) EAST OF
 AC5824'MADISONVILLE AT THE MADISONVILLE MUNICIPAL AIRPORT.  TELEPHONE NUMBER
 AC5824'502-821-3453.  AIRPORT MANAGER IS EDWARD T.  GOODE.  TO REACH THE
 AC5824'STATION FROM THE HOPKINS COUNTY COURTHOUSE IN MADISONVILLE, GO EAST ON
 AC5824'STATE ROADS 70 AND 85 7.41 KM (4.60 MI) TO THE SPLIT OF STATE ROADS 70
 AC5824'AND 85.  CONTINUE FOR 2.74 KM (1.70 MI) ON STATE ROAD 85, ENTERING THE
 AC5824'TOWN OF ANTON, TO A PAVED ROAD LEFT. TURN LEFT AND GO NORTHWEST 0.24
 AC5824'KM (0.15 MI) ON AIRPORT ROAD TO THE AIRPORT OFFICE AND MAIN GATE ON
 AC5824'RIGHT.  FROM THE MAIN GATE AT THE AIRPORT OFFICE, GO NORTH ONTO THE
 AC5824'FUELING RAMP, BEAR LEFT ONTO THE TAXIWAY AND TURN RIGHT ONTO THE FIRST
 AC5824'RAMP LEADING TO THE RUNWAY. TURN LEFT ONTO THE RUNWAY AND GO SOUTHWEST
 AC5824'0.72 KM (0.45 MI) TO THE STATION ON RIGHT.  THE STATION IS THE CENTER
 AC5824'OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO
 AC5824'PIPE ENCASED IN A 16 CM PVC PIPE WIT AN NGS LOGO CAP SURROUNDED BY
 AC5824'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AC5824'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AC5824'STATION IS 78.0 M (255.9 FT) NORTHEAST FROM EASTERN MOST OF 2 VASI
 AC5824'LIGHTS.  29.8 M (97.8 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 AC5824'RUNWAY.  15.47 M (50.75 FT) NORTHWEST FROM THIRD RUNWAY LIGHT,
 AC5824'STARTING FROM NORTHWEST END OF RUNWAY.  7.3 M (24.0 FT) SOUTHEAST FROM
 AC5824'TOP BANK OF DRAINAGE DITCH.  THIS STATION IS A SECONDARY AIRPORT
 AC5824'CONTROL STATION.
 AC5824
 AC5824                          STATION RECOVERY (1996)
 AC5824
 AC5824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AC5824'THE STATION IS LOCATED AT THE MADISONVILLE MUNICIPAL AIRPORT.
 AC5824'TELEPHONE NUMBER 502-821-3453.  AIRPORT MANAGER IS EDWARD T.  GOODE.
 AC5824'THE STATION IS LOCATED AT THE MADISONVILLE MUNICIPAL AIRPORT AT THE
 AC5824'SOUTHWEST END OF THE AIRPORT NEAR RUNWAY END 5.  TO REACH THE STATION
 AC5824'FROM PENNYRILE PARKWAY AND STATE HIGHWAY 70 (EXIT 42) , PROCEED EAST
 AC5824'ON STATE HIGHWAY 70 FOR 3.3 MI (5.3 KM) TO THE JUNCTION OF STATE
 AC5824'HIGHWAY 70 AND 85.  CONTINUE EAST ON STATE HIGHWAY 85 FOR 1.7 MI (2.7
 AC5824'KM) TO A PAVED ROAD LEFT.  TURN LEFT AT THE AIRPORT ENTRANCE AND
 AC5824'PROCEED FOR 0.15 MI (0.24 KM) TO AIRPORT OFFICE AND GATE.  PROCEED
 AC5824'THROUGH THE GATE AND BEAR LEFT ACROSS THE RAMP TO A TAXIWAY. CONTINUE
 AC5824'ON THIS TAXIWAY TO THE FIRST TAXIWAY ON YOUR RIGHT, LEADING TO THE
 AC5824'RUNWAY, TURN RIGHT AND CONTINUE TO THE RUNWAY.  TURN LEFT ON THE
 AC5824'RUNWAY AND PROCEED SOUTHWEST FOR 0.4 MI (0.6 KM) AND THE STATION ON
 AC5824'THE RIGHT.  THE STATION IS A PUNCH MARK IN A SURVEY DISK ON A FENO
 AC5824'ROD, IN A GREASED SLEEVE AND SURRONDED BY PVC WITH A LOGO CAP SET
 AC5824'FLUSH WITH THE GROUND.  THE STATION IS STAMPED----2IO A 1995.  THE
 AC5824'STATION IS LOCATED 78.0 M (255.9 FT) NORTHEAST OF THE EASTERN MOST OF
 AC5824'2 VASI LIGHTS, 29.8 M (97.8 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 AC5824'THE RUNWAY 15.5 M (50.9 FT) NORTHWEST FROM THE THIRD RUNWAY LIGHT,
 AC5824'FROM THE SOUTHWEST END OF THE RUNWAY AND 7.3 M (24.0 FT) SOUTHEAST
 AC5824'FROM THE EDGE OF A DRAINAGE DITCH.  THIS STATION IS A SECONDARY
 AC5824'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0342 ***********************************************************************
 HZ0342  DESIGNATION -  3
 HZ0342  PID         -  HZ0342
 HZ0342  STATE/COUNTY-  KY/FAYETTE
 HZ0342  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0342
 HZ0342                         *CURRENT SURVEY CONTROL
 HZ0342  ___________________________________________________________________
 HZ0342* NAD 83(1986)-  38 01 50.     (N)    084 30 55.     (W)     SCALED    
 HZ0342* NAVD 88     -       301.373  (meters)     988.75   (feet)  ADJUSTED  
 HZ0342  ___________________________________________________________________
 HZ0342  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HZ0342  DYNAMIC HT  -         301.152 (meters)     988.03  (feet)  COMP
 HZ0342  MODELED GRAV-     979,887.6   (mgal)                       NAVD 88
 HZ0342
 HZ0342  VERT ORDER  -  FIRST     CLASS II
 HZ0342
 HZ0342.The horizontal coordinates were scaled from a topographic map and have
 HZ0342.an estimated accuracy of +/- 6 seconds.
 HZ0342
 HZ0342.The orthometric height was determined by differential leveling
 HZ0342.and adjusted by the National Geodetic Survey in June 1991..
 HZ0342
 HZ0342.The geoid height was determined by GEOID03.
 HZ0342
 HZ0342.The dynamic height is computed by dividing the NAVD 88
 HZ0342.geopotential number by the normal gravity value computed on the
 HZ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0342.degrees latitude (g = 980.6199 gals.).
 HZ0342
 HZ0342.The modeled gravity was interpolated from observed gravity values.
 HZ0342
 HZ0342;                    North         East    Units  Estimated Accuracy
 HZ0342;SPC KY1Z     - 1,189,080.    1,608,390.      MT  (+/- 180 meters Scaled)
 HZ0342
 HZ0342                          SUPERSEDED SURVEY CONTROL
 HZ0342
 HZ0342  NGVD 29 (??/??/92)  301.529  (m)          989.27   (f) ADJ UNCH    1 2
 HZ0342
 HZ0342.Superseded values are not recommended for survey control.
 HZ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0342.See file dsdata.txt to determine how the superseded data were derived.
 HZ0342
 HZ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH180121(NAD 83)
 HZ0342_MARKER: DD = SURVEY DISK
 HZ0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0342_SP_SET: CONCRETE POST
 HZ0342_STAMPING: 3
 HZ0342_MARK LOGO: KYGS  
 HZ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0342+STABILITY: SURFACE MOTION
 HZ0342
 HZ0342  HISTORY     - Date     Condition        Report By
 HZ0342  HISTORY     - UNK      MONUMENTED       KYGS
 HZ0342  HISTORY     - 1950     GOOD             NGS
 HZ0342  HISTORY     - 1958     GOOD             NGS
 HZ0342  HISTORY     - 1981     MARK NOT FOUND   KYDT
 HZ0342  HISTORY     - 1985     GOOD             NGS
 HZ0342
 HZ0342                          STATION DESCRIPTION
 HZ0342
 HZ0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ0342'AT LEXINGTON.
 HZ0342'AT LEXINGTON, ABOUT 0.85 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM
 HZ0342'THE STATION AT LEXINGTON, ABOUT 0.35 MILE SOUTH OF THE VIRGINIA
 HZ0342'AVENUE OVERPASS, ON THE TOP OF A CUT BANK, ABOUT 220 YARDS SOUTH
 HZ0342'OF A CITY LIMIT SIGN POST, 116 1/2 FEET EAST OF THE NORTHEAST
 HZ0342'CORNER OF THE HOUSE AT 1308 STANLEY AVENUE, 25 FEET SOUTH OF
 HZ0342'TELEPHONE POLE NO. G 5, 8 FEET NORTHEAST OF A 12-INCH ELM TREE IN
 HZ0342'FENCE LINE, 6 FEET EAST OF A FENCE LINE, 30 FEET WEST OF THE
 HZ0342'WEST RAIL OF THE WEST TRACK, ABOUT 15 FEET ABOVE THE TRACKS AND
 HZ0342'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 HZ0342
 HZ0342                          STATION RECOVERY (1958)
 HZ0342
 HZ0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0342'RECOVERED IN GOOD CONDITION.
 HZ0342
 HZ0342                          STATION RECOVERY (1981)
 HZ0342
 HZ0342'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ0342'MARK NOT FOUND.
 HZ0342
 HZ0342                          STATION RECOVERY (1985)
 HZ0342
 HZ0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0342'RECOVERED IN GOOD CONDITION, THE 1950 DESCRIPTION IN ADEQUATE, THE
 HZ0342'MARK IS INACCESSIBLE TO THE NEW LEVEL LINE, NOT LEVELED TO BY THIS
 HZ0342'PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0653 ***********************************************************************
 HA0653  DESIGNATION -  3 LB
 HA0653  PID         -  HA0653
 HA0653  STATE/COUNTY-  KY/DAVIESS
 HA0653  USGS QUAD   -  OWENSBORO WEST (1980)
 HA0653
 HA0653                         *CURRENT SURVEY CONTROL
 HA0653  ___________________________________________________________________
 HA0653* NAD 83(1986)-  37 46 40.     (N)    087 07 44.     (W)     SCALED    
 HA0653* NAVD 88     -       122.336  (meters)     401.36   (feet)  ADJUSTED  
 HA0653  ___________________________________________________________________
 HA0653  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HA0653  DYNAMIC HT  -         122.252 (meters)     401.09  (feet)  COMP
 HA0653  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 HA0653
 HA0653  VERT ORDER  -  FIRST     CLASS II
 HA0653
 HA0653.The horizontal coordinates were scaled from a topographic map and have
 HA0653.an estimated accuracy of +/- 6 seconds.
 HA0653
 HA0653.The orthometric height was determined by differential leveling
 HA0653.and adjusted by the National Geodetic Survey in June 1991..
 HA0653
 HA0653.The geoid height was determined by GEOID03.
 HA0653
 HA0653.The dynamic height is computed by dividing the NAVD 88
 HA0653.geopotential number by the normal gravity value computed on the
 HA0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0653.degrees latitude (g = 980.6199 gals.).
 HA0653
 HA0653.The modeled gravity was interpolated from observed gravity values.
 HA0653
 HA0653;                    North         East    Units  Estimated Accuracy
 HA0653;SPC KY1Z     - 1,161,210.    1,378,540.      MT  (+/- 180 meters Scaled)
 HA0653
 HA0653                          SUPERSEDED SURVEY CONTROL
 HA0653
 HA0653  NGVD 29 (??/??/92)  122.437  (m)          401.70   (f) ADJ UNCH    1 2
 HA0653
 HA0653.Superseded values are not recommended for survey control.
 HA0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0653.See file dsdata.txt to determine how the superseded data were derived.
 HA0653
 HA0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG886811(NAD 83)
 HA0653_MARKER: Z = SEE DESCRIPTION
 HA0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0653+STABILITY: SURFACE MOTION
 HA0653
 HA0653  HISTORY     - Date     Condition        Report By
 HA0653  HISTORY     - UNK      MONUMENTED       DOD
 HA0653  HISTORY     - 1953     GOOD             NGS
 HA0653
 HA0653                          STATION DESCRIPTION
 HA0653
 HA0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0653'AT OWENSBORO.
 HA0653'AT OWENSBORO, AT U.S.E. LOCK AND DAM NO. 46 ACROSS OHIO RIVER,
 HA0653'NEAR HANNING LANE AND LOCK AVENUE, 77 FEET EAST-SOUTHEAST OF
 HA0653'EAST CORNER OF LOCK CONTROL BUILDING, 22 FEET SOUTHEAST OF A FLAG
 HA0653'POLE, 48.3 FEET WEST OF A STREET LIGHT, 7 FEET SOUTH-SOUTHWEST
 HA0653'OF SOUTH-SOUTHWEST EDGE OF A CONCRETE WALK, AND IS A 1-INCH
 HA0653'BRASS PLUG IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2370 ***********************************************************************
 GZ2370  DESIGNATION -  30 K
 GZ2370  PID         -  GZ2370
 GZ2370  STATE/COUNTY-  KY/BULLITT
 GZ2370  USGS QUAD   -  LEBANON JUNCTION (1991)
 GZ2370
 GZ2370                         *CURRENT SURVEY CONTROL
 GZ2370  ___________________________________________________________________
 GZ2370* NAD 83(1986)-  37 50 01.     (N)    085 44 04.     (W)     SCALED    
 GZ2370* NAVD 88     -       136.165  (meters)     446.73   (feet)  ADJUSTED  
 GZ2370  ___________________________________________________________________
 GZ2370  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 GZ2370  DYNAMIC HT  -         136.066 (meters)     446.41  (feet)  COMP
 GZ2370  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 GZ2370
 GZ2370  VERT ORDER  -  SECOND    CLASS 0
 GZ2370
 GZ2370.The horizontal coordinates were scaled from a topographic map and have
 GZ2370.an estimated accuracy of +/- 6 seconds.
 GZ2370
 GZ2370.The orthometric height was determined by differential leveling
 GZ2370.and adjusted by the National Geodetic Survey in June 1991..
 GZ2370
 GZ2370.The geoid height was determined by GEOID03.
 GZ2370
 GZ2370.The dynamic height is computed by dividing the NAVD 88
 GZ2370.geopotential number by the normal gravity value computed on the
 GZ2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2370.degrees latitude (g = 980.6199 gals.).
 GZ2370
 GZ2370.The modeled gravity was interpolated from observed gravity values.
 GZ2370
 GZ2370;                    North         East    Units  Estimated Accuracy
 GZ2370;SPC KY1Z     - 1,166,500.    1,501,370.      MT  (+/- 180 meters Scaled)
 GZ2370
 GZ2370                          SUPERSEDED SURVEY CONTROL
 GZ2370
 GZ2370  NGVD 29 (??/??/92)  136.306  (m)          447.20   (f) ADJ UNCH    2 0
 GZ2370
 GZ2370.Superseded values are not recommended for survey control.
 GZ2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2370.See file dsdata.txt to determine how the superseded data were derived.
 GZ2370
 GZ2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG113881(NAD 83)
 GZ2370_MARKER: DB = BENCH MARK DISK
 GZ2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2370_STAMPING: 30 K 1928
 GZ2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2370+STABILITY: SURFACE MOTION
 GZ2370
 GZ2370  HISTORY     - Date     Condition        Report By
 GZ2370  HISTORY     - 1928     MONUMENTED       USGS
 GZ2370  HISTORY     - 1951     GOOD             DOD
 GZ2370  HISTORY     - 1983     MARK NOT FOUND   KYDT
 GZ2370
 GZ2370                          STATION DESCRIPTION
 GZ2370
 GZ2370'DESCRIBED BY US DEPARTMENT OF DEFENSE 1951
 GZ2370'AT LEBANON JUNCTION.
 GZ2370'AT LEBANON JUNCTION, BULLITT COUNTY, ABOUT 300 FEET WEST OF THE
 GZ2370'LOUISVILLE AND NASHVILLE RAILROAD STATION, ON STATE HIGHWAY 61,
 GZ2370'AT THE NORTHEAST CORNER OF THE HIGH SCHOOL SITE (THE BUILDING HAS
 GZ2370'BEEN DESTROYED), 7 YARDS WEST OF THE CENTERLINE OF THE ROAD,
 GZ2370'AT THE SOUTHEAST CORNER OF THE ED ROLLER PROPERTY, ON THE LINE
 GZ2370'BETWEEN THE ROLLER PROPERTY AND THE SCHOOL SITE, AND ABOUT 1
 GZ2370'FOOT HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 GZ2370'STANDARD DISK, STAMPED 30 K 1928 AND SET IN THE TOP OF A
 GZ2370'CONCRETE POST.
 GZ2370
 GZ2370                          STATION RECOVERY (1983)
 GZ2370
 GZ2370'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ2370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8989 ***********************************************************************
 AI8989  DESIGNATION -  301
 AI8989  PID         -  AI8989
 AI8989  STATE/COUNTY-  KY/KENTON
 AI8989  USGS QUAD   -  COVINGTON (1987)
 AI8989
 AI8989                         *CURRENT SURVEY CONTROL
 AI8989  ___________________________________________________________________
 AI8989* NAD 83(1993)-  39 02 44.02007(N)    084 34 27.91027(W)     ADJUSTED  
 AI8989* NAVD 88     -       252.7    (meters)     829.     (feet)  GPS OBS   
 AI8989  ___________________________________________________________________
 AI8989  X           -     469,011.369 (meters)                     COMP
 AI8989  Y           -  -4,938,089.580 (meters)                     COMP
 AI8989  Z           -   3,996,384.343 (meters)                     COMP
 AI8989  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AI8989  ELLIP HEIGHT-         218.71  (meters)          (01/02/01) GPS OBS
 AI8989  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AI8989
 AI8989  HORZ ORDER  -  FIRST
 AI8989  ELLP ORDER  -  THIRD     CLASS II
 AI8989
 AI8989.The horizontal coordinates were established by GPS observations
 AI8989.and adjusted by the National Geodetic Survey in January 2001..
 AI8989
 AI8989.The orthometric height was determined by GPS observations and a
 AI8989.high-resolution geoid model.
 AI8989
 AI8989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8989
 AI8989.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8989
 AI8989.The ellipsoidal height was determined by GPS observations
 AI8989.and is referenced to NAD 83.
 AI8989
 AI8989.The geoid height was determined by GEOID03.
 AI8989
 AI8989;                    North         East     Units Scale Factor Converg.
 AI8989;SPC KY1Z     - 1,301,673.932 1,601,779.816   MT  1.00011340   +0 43 18.3
 AI8989;SPC KY1Z     - 4,270,575.23  5,255,172.61   sFT  1.00011340   +0 43 18.3
 AI8989;SPC KY N     -   171,608.959   471,914.430   MT  1.00001295   -0 12 06.5
 AI8989;SPC KY N     -   563,020.39  1,548,272.59   sFT  1.00001295   -0 12 06.5
 AI8989;UTM  16      - 4,324,632.492   709,913.578   MT  1.00014260   +1 31 42.7
 AI8989
 AI8989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8989!SPC KY1Z     -   0.99996569  x   1.00011340  =   1.00007908
 AI8989!SPC KY N     -   0.99996569  x   1.00001295  =   0.99997864
 AI8989!UTM  16      -   0.99996569  x   1.00014260  =   1.00010828
 AI8989
 AI8989|---------------------------------------------------------------------|
 AI8989| PID    Reference Object                     Distance      Geod. Az  |
 AI8989|                                                           dddmmss.s |
 AI8989| AB6019 KY 06                               194.022 METERS 24908     |
 AI8989|---------------------------------------------------------------------|
 AI8989
 AI8989                          SUPERSEDED SURVEY CONTROL
 AI8989
 AI8989.No superseded survey control is available for this station.
 AI8989
 AI8989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0991424632(NAD 83)
 AI8989_MARKER: DD = SURVEY DISK
 AI8989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8989_STAMPING: 301
 AI8989_MARK LOGO: WOOLPT
 AI8989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8989+STABILITY: SURFACE MOTION
 AI8989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8989+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8989
 AI8989  HISTORY     - Date     Condition        Report By
 AI8989  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI8989
 AI8989                          STATION DESCRIPTION
 AI8989
 AI8989'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI8989'THE STATION IS LOCATED APPROXIMATELY 8.0 MI (12.9 KM) EAST OF
 AI8989'BURLINGTON, 4.2 MI (6.8 KM) NORTHEAST OF FLORENCE, 4.5 MI (7.2 KM)
 AI8989'SOUTHWEST OF COVINGTON, AND IS AT EXIT 188 OF THE NORTHBOUND LANES OF
 AI8989'INTERSTATES 71 AND 75.
 AI8989'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND
 AI8989'INTERSTATES 71 AND 75 SOUTHWEST OF CINCINATTI, PROCEED NORTHEAST 2.9
 AI8989'MI (4.7 KM) ALONG INTERSTATES 71 AND 75 TO THE OFFRAMP FOR EXIT 188
 AI8989'LEADING TO BUTTERMILK PARKWAY.  BEAR RIGHT OFF THE HIGHWAY AND ALONG
 AI8989'THE OFF RAMP 0.2 MI (0.3 KM) NORTHEASTERLY TO THE STATION ON THE LEFT
 AI8989'JUST BEFORE THE JUNCTION OF THE OFFRAMP AND BUTTERMILK PARKWAY.  THE
 AI8989'STATION IS LOCATED BETWEEN THE ONRAMP AND THE OFFRAMP FOR INTERSTATES
 AI8989'71 AND 75 NORTHBOUND.
 AI8989'THE STATION IS LOCATED 26.685 M (87.549 FT) SOUTHWEST OF A LIGHT POLE,
 AI8989'24.393 M (80.029 FT) NORTHEAST OF THE CENTER OF A CURB INLET LID, AND
 AI8989'16.700 M (54.790 FT) SOUTHWEST OF A UTILITY POLE.  THE STATION IS AN
 AI8989'ALUMINUM DISK STAMPED-- 301 SET IN THE TOP OF A 0.3 M (1.0 FT)
 AI8989'DIAMETER ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBART SET FLUSH
 AI8989'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8990 ***********************************************************************
 AI8990  DESIGNATION -  302
 AI8990  PID         -  AI8990
 AI8990  STATE/COUNTY-  KY/KENTON
 AI8990  USGS QUAD   -  COVINGTON (1987)
 AI8990
 AI8990                         *CURRENT SURVEY CONTROL
 AI8990  ___________________________________________________________________
 AI8990* NAD 83(1993)-  39 01 46.73901(N)    084 34 33.13350(W)     ADJUSTED  
 AI8990* NAVD 88     -       260.9    (meters)     856.     (feet)  GPS OBS   
 AI8990  ___________________________________________________________________
 AI8990  X           -     468,992.095 (meters)                     COMP
 AI8990  Y           -  -4,939,215.408 (meters)                     COMP
 AI8990  Z           -   3,995,017.427 (meters)                     COMP
 AI8990  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AI8990  ELLIP HEIGHT-         226.92  (meters)          (01/02/01) GPS OBS
 AI8990  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AI8990
 AI8990  HORZ ORDER  -  FIRST
 AI8990  ELLP ORDER  -  THIRD     CLASS II
 AI8990
 AI8990.The horizontal coordinates were established by GPS observations
 AI8990.and adjusted by the National Geodetic Survey in January 2001..
 AI8990
 AI8990.The orthometric height was determined by GPS observations and a
 AI8990.high-resolution geoid model.
 AI8990
 AI8990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8990
 AI8990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8990
 AI8990.The ellipsoidal height was determined by GPS observations
 AI8990.and is referenced to NAD 83.
 AI8990
 AI8990.The geoid height was determined by GEOID03.
 AI8990
 AI8990;                    North         East     Units Scale Factor Converg.
 AI8990;SPC KY1Z     - 1,299,905.871 1,601,676.433   MT  1.00010775   +0 43 15.1
 AI8990;SPC KY1Z     - 4,264,774.51  5,254,833.43   sFT  1.00010775   +0 43 15.1
 AI8990;SPC KY N     -   169,842.969   471,782.574   MT  1.00001018   -0 12 09.8
 AI8990;SPC KY N     -   557,226.47  1,547,839.99   sFT  1.00001018   -0 12 09.8
 AI8990;UTM  16      - 4,322,863.094   709,835.088   MT  1.00014220   +1 31 37.5
 AI8990
 AI8990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8990!SPC KY1Z     -   0.99996440  x   1.00010775  =   1.00007214
 AI8990!SPC KY N     -   0.99996440  x   1.00001018  =   0.99997458
 AI8990!UTM  16      -   0.99996440  x   1.00014220  =   1.00010659
 AI8990
 AI8990|---------------------------------------------------------------------|
 AI8990| PID    Reference Object                     Distance      Geod. Az  |
 AI8990|                                                           dddmmss.s |
 AI8990| AI5426 I275 L 9 RESET                      317.645 METERS 06750     |
 AI8990|---------------------------------------------------------------------|
 AI8990
 AI8990                          SUPERSEDED SURVEY CONTROL
 AI8990
 AI8990.No superseded survey control is available for this station.
 AI8990
 AI8990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0983522863(NAD 83)
 AI8990_MARKER: DD = SURVEY DISK
 AI8990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8990_STAMPING: 302
 AI8990_MARK LOGO: WOOLPT
 AI8990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8990+STABILITY: SURFACE MOTION
 AI8990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8990+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8990
 AI8990  HISTORY     - Date     Condition        Report By
 AI8990  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI8990
 AI8990                          STATION DESCRIPTION
 AI8990
 AI8990'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI8990'THE STATION IS LOCATED APPROXIMATELY 8.0 MI (12.9 KM) WEST OF
 AI8990'BURLINGTON, 5.0 MI (8.0 KM) SOUTHWEST OF COVINGTON, 3.3 MI (5.3 KM)
 AI8990'NORTHEAST OF FLORENCE AND IS IN THE MEDIAN BETWEEN DIXIE HIGHWAY AND
 AI8990'THE ON RAMP FOR INTERSTATE 275 FOR SOUTHBOUND TRAFFIC.
 AI8990'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 71 AND 75 (EXIT
 AI8990'188) AND DIXIE HIGHWAY (KY RT 42 AND 25) , PROCEED SOUTHWEST 2.35 MI
 AI8990'(3.78 KM) ALONG DIXIE HIGHWAY (KY RT 42 AND 25) TO THE STATION ON THE
 AI8990'RIGHT, JUST PAST THE ON RAMP LEADING TO INTERSTATE 275 WEST.
 AI8990'THE STATION IS LOCATED 39.320 M (129.002 FT) NORTHEAST OF THE
 AI8990'NORTHEAST CORNER OF A CATCH BASIN INLET ON THE NORTH EDGE OF THE OFF
 AI8990'RAMP FROM INTERSTATE 275 WEST BOUND, 17.313 M (56.801 FT) SOUTHEAST OF
 AI8990'THE EDGE OF THE ON RAMP FOR INTERSTATE 275 WEST, AND 16.155 M (53.002
 AI8990'FT) SOUTHWEST OF A UTILITY POLE.  THE STATION IS AN ALUMINUM DISK
 AI8990'STAMPED-- 302-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER ROUND
 AI8990'CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE GORUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2922 ***********************************************************************
 GY2922  DESIGNATION -  31 JWM
 GY2922  PID         -  GY2922
 GY2922  STATE/COUNTY-  KY/BREATHITT
 GY2922  USGS QUAD   -  TALLEGA (1976)
 GY2922
 GY2922                         *CURRENT SURVEY CONTROL
 GY2922  ___________________________________________________________________
 GY2922* NAD 83(1986)-  37 31 03.     (N)    083 31 37.     (W)     SCALED    
 GY2922* NAVD 88     -       210.180  (meters)     689.57   (feet)  ADJUSTED  
 GY2922  ___________________________________________________________________
 GY2922  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GY2922  DYNAMIC HT  -         210.017 (meters)     689.03  (feet)  COMP
 GY2922  MODELED GRAV-     979,849.1   (mgal)                       NAVD 88
 GY2922
 GY2922  VERT ORDER  -  SECOND    CLASS 0
 GY2922
 GY2922.The horizontal coordinates were scaled from a topographic map and have
 GY2922.an estimated accuracy of +/- 6 seconds.
 GY2922
 GY2922.The orthometric height was determined by differential leveling
 GY2922.and adjusted by the National Geodetic Survey in June 1991..
 GY2922
 GY2922.The geoid height was determined by GEOID03.
 GY2922
 GY2922.The dynamic height is computed by dividing the NAVD 88
 GY2922.geopotential number by the normal gravity value computed on the
 GY2922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2922.degrees latitude (g = 980.6199 gals.).
 GY2922
 GY2922.The modeled gravity was interpolated from observed gravity values.
 GY2922
 GY2922;                    North         East    Units  Estimated Accuracy
 GY2922;SPC KY1Z     - 1,133,760.    1,696,500.      MT  (+/- 180 meters Scaled)
 GY2922
 GY2922                          SUPERSEDED SURVEY CONTROL
 GY2922
 GY2922  NGVD 29 (??/??/92)  210.340  (m)          690.09   (f) ADJ UNCH    2 0
 GY2922
 GY2922.Superseded values are not recommended for survey control.
 GY2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2922.See file dsdata.txt to determine how the superseded data were derived.
 GY2922
 GY2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB766552(NAD 83)
 GY2922_MARKER: DD = SURVEY DISK
 GY2922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2922_STAMPING: 31 JWM 690 1950 690.090
 GY2922_MARK LOGO: USGS  
 GY2922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2922+STABILITY: SURFACE MOTION
 GY2922
 GY2922  HISTORY     - Date     Condition        Report By
 GY2922  HISTORY     - 1950     MONUMENTED       USGS
 GY2922  HISTORY     - 1950     GOOD             CGS
 GY2922  HISTORY     - 1957     POOR             CGS
 GY2922  HISTORY     - 20020722 MARK NOT FOUND   KYDT
 GY2922
 GY2922                          STATION DESCRIPTION
 GY2922
 GY2922'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2922'AT COPEBRANCH.
 GY2922'AT COPEBRANCH, 115 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 GY2922'OF STATE HIGHWAY 315 AND A ROAD LEADING NORTHEAST ALONG COPE BRANCH,
 GY2922'4 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE WOODEN STORE
 GY2922'BUILDING HOUSING POST OFFICE, 43 FEET WEST OF THE CENTER LINE OF
 GY2922'THE HIGHWAY, 14 FEET NORTHWEST OF THE CENTER OF A TRAIL LEADING
 GY2922'SOUTHWEST TO A FOOT BRIDGE ACROSS MIDDLE FORK OF KENTUCKY RIVER,
 GY2922'13.8 FEET WEST OF THE NORTH END OF A 12-INCH CONCRETE PIPE
 GY2922'CULVERT UNDER TRAIL SOUTHWEST, ABOUT 1 1/2 FEET BELOW THE HIGHWAY
 GY2922'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GY2922
 GY2922                          STATION RECOVERY (1957)
 GY2922
 GY2922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GY2922'MARK RECOVERED IN POOR CONDITION.
 GY2922
 GY2922                          STATION RECOVERY (2002)
 GY2922
 GY2922'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2922'STORE/POST OFFICE NO LONGER HERE, AREA GRADED, PROBABLY TORN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2382 ***********************************************************************
 GZ2382  DESIGNATION -  31 K
 GZ2382  PID         -  GZ2382
 GZ2382  STATE/COUNTY-  KY/BULLITT
 GZ2382  USGS QUAD   -  SHEPHERDSVILLE (1991)
 GZ2382
 GZ2382                         *CURRENT SURVEY CONTROL
 GZ2382  ___________________________________________________________________
 GZ2382* NAD 83(1986)-  37 59 17.     (N)    085 42 59.     (W)     SCALED    
 GZ2382* NAVD 88     -       136.865  (meters)     449.03   (feet)  ADJUSTED  
 GZ2382  ___________________________________________________________________
 GZ2382  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 GZ2382  DYNAMIC HT  -         136.768 (meters)     448.71  (feet)  COMP
 GZ2382  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 GZ2382
 GZ2382  VERT ORDER  -  SECOND    CLASS 0
 GZ2382
 GZ2382.The horizontal coordinates were scaled from a topographic map and have
 GZ2382.an estimated accuracy of +/- 6 seconds.
 GZ2382
 GZ2382.The orthometric height was determined by differential leveling
 GZ2382.and adjusted by the National Geodetic Survey in June 1991..
 GZ2382
 GZ2382.The geoid height was determined by GEOID03.
 GZ2382
 GZ2382.The dynamic height is computed by dividing the NAVD 88
 GZ2382.geopotential number by the normal gravity value computed on the
 GZ2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2382.degrees latitude (g = 980.6199 gals.).
 GZ2382
 GZ2382.The modeled gravity was interpolated from observed gravity values.
 GZ2382
 GZ2382;                    North         East    Units  Estimated Accuracy
 GZ2382;SPC KY1Z     - 1,183,650.    1,502,950.      MT  (+/- 180 meters Scaled)
 GZ2382
 GZ2382                          SUPERSEDED SURVEY CONTROL
 GZ2382
 GZ2382  NGVD 29 (??/??/92)  137.012  (m)          449.51   (f) ADJ UNCH    2 0
 GZ2382
 GZ2382.Superseded values are not recommended for survey control.
 GZ2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2382.See file dsdata.txt to determine how the superseded data were derived.
 GZ2382
 GZ2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH127052(NAD 83)
 GZ2382_MARKER: DD = SURVEY DISK
 GZ2382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2382_SP_SET: BUILDING
 GZ2382_STAMPING: 31 K 1928
 GZ2382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2382
 GZ2382  HISTORY     - Date     Condition        Report By
 GZ2382  HISTORY     - 1928     MONUMENTED       USGS
 GZ2382  HISTORY     - 1942     GOOD             NGS
 GZ2382  HISTORY     - 1983     GOOD             KYDT
 GZ2382
 GZ2382                          STATION DESCRIPTION
 GZ2382
 GZ2382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GZ2382'AT SHEPHERDSVILLE.
 GZ2382'AT SHEPHERDSVILLE, BULLITT COUNTY, AT THE INTERSECTION OF
 GZ2382'THIRD AND MAIN STREETS, 93 FEET EAST OF THE CENTERLINE OF MAIN
 GZ2382'STREET, 89 FEET SOUTH OF THE CENTERLINE OF THIRD STREET, AT
 GZ2382'THE COURTHOUSE, IN THE WEST WALL, 2.4 FEET SOUTH OF THE
 GZ2382'NORTHWEST CORNER, AND 2.8 FEET ABOVE THE GROUND.  A UNITED
 GZ2382'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 31 K 1928 AND
 GZ2382'SET VERTICALLY.
 GZ2382
 GZ2382                          STATION RECOVERY (1983)
 GZ2382
 GZ2382'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ2382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0809 ***********************************************************************
 HY0809  DESIGNATION -  316 A
 HY0809  PID         -  HY0809
 HY0809  STATE/COUNTY-  KY/BOYD
 HY0809  USGS QUAD   -  CATLETTSBURG (1985)
 HY0809
 HY0809                         *CURRENT SURVEY CONTROL
 HY0809  ___________________________________________________________________
 HY0809* NAD 83(1986)-  38 24 56.     (N)    082 35 53.     (W)     SCALED    
 HY0809* NAVD 88     -       167.028  (meters)     547.99   (feet)  ADJUSTED  
 HY0809  ___________________________________________________________________
 HY0809  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY0809  DYNAMIC HT  -         166.916 (meters)     547.62  (feet)  COMP
 HY0809  MODELED GRAV-     979,954.5   (mgal)                       NAVD 88
 HY0809
 HY0809  VERT ORDER  -  FIRST     CLASS II
 HY0809
 HY0809.The horizontal coordinates were scaled from a topographic map and have
 HY0809.an estimated accuracy of +/- 6 seconds.
 HY0809
 HY0809.The orthometric height was determined by differential leveling
 HY0809.and adjusted by the National Geodetic Survey in June 1991..
 HY0809
 HY0809.The geoid height was determined by GEOID03.
 HY0809
 HY0809.The dynamic height is computed by dividing the NAVD 88
 HY0809.geopotential number by the normal gravity value computed on the
 HY0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0809.degrees latitude (g = 980.6199 gals.).
 HY0809
 HY0809.The modeled gravity was interpolated from observed gravity values.
 HY0809
 HY0809;                    North         East    Units  Estimated Accuracy
 HY0809;SPC KY1Z     - 1,235,740.    1,775,210.      MT  (+/- 180 meters Scaled)
 HY0809
 HY0809                          SUPERSEDED SURVEY CONTROL
 HY0809
 HY0809  NGVD 29 (??/??/92)  167.209  (m)          548.58   (f) ADJ UNCH    1 2
 HY0809
 HY0809.Superseded values are not recommended for survey control.
 HY0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0809.See file dsdata.txt to determine how the superseded data were derived.
 HY0809
 HY0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC604531(NAD 83)
 HY0809_MARKER: Q = CHISELED SQUARE
 HY0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0809_SP_SET: WINDOW SILL
 HY0809_MARK LOGO: USE   
 HY0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0809+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2000
 HY0809
 HY0809  HISTORY     - Date     Condition        Report By
 HY0809  HISTORY     - UNK      MONUMENTED       DOD
 HY0809  HISTORY     - 1956     GOOD             CGS
 HY0809  HISTORY     - 1984     GOOD             KYDT
 HY0809  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0809  HISTORY     - 20000425 GOOD             KYDT
 HY0809
 HY0809                          STATION DESCRIPTION
 HY0809
 HY0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0809'AT CATLETTSBURG.
 HY0809'AT CATLETTSBURG, AT THE INTERSECTION OF 26TH STREET AND LOUISA
 HY0809'STREET, 10.6 FEET SOUTH OF SOUTH CURB OF 26TH STREET, 60 FEET
 HY0809'WEST OF WEST CURB OF LOUISA STREET, A 1 1/2-INCH OUTLINED SQUARE
 HY0809'SURROUNDED BY THE LETTERS USBM ON THE TOP OF THE EAST END OF THE
 HY0809'SANDSTONE WINDOW SILL OF THE FIRST WINDOW EAST OF OFFICE ENTRANCE
 HY0809'TO A 2-STORY BRICK BUILDING, 1/2 FOOT WEST OF EAST END OF SILL,
 HY0809'49 FEET WEST OF NORTHEAST CORNER OF BUILDING AND 3.9 FEET ABOVE
 HY0809'LEVEL OF WALK.
 HY0809
 HY0809                          STATION RECOVERY (1984)
 HY0809
 HY0809'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 HY0809'RECOVERED IN GOOD CONDITION.
 HY0809
 HY0809                          STATION RECOVERY (1984)
 HY0809
 HY0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0809'NOT RECOVERED, DESCRIPTION NOW IN ADEQUATE TO LOCATE THE MARK.
 HY0809
 HY0809                          STATION RECOVERY (2000)
 HY0809
 HY0809'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2464 ***********************************************************************
 HY2464  DESIGNATION -  32 ATA USGS 1954
 HY2464  PID         -  HY2464
 HY2464  STATE/COUNTY-  KY/NICHOLAS
 HY2464  USGS QUAD   -  MOOREFIELD (1978)
 HY2464
 HY2464                         *CURRENT SURVEY CONTROL
 HY2464  ___________________________________________________________________
 HY2464* NAD 83(1993)-  38 16 28.02399(N)    083 55 47.72538(W)     ADJUSTED  
 HY2464* NAVD 88     -       300.60   (+/-2cm)     986.2    (feet)  VERTCON   
 HY2464  ___________________________________________________________________
 HY2464  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 HY2464  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HY2464
 HY2464  HORZ ORDER  -  SECOND
 HY2464  VERT ORDER  -  THIRD ? (See Below)
 HY2464
 HY2464.The horizontal coordinates were established by classical geodetic methods
 HY2464.and adjusted by the National Geodetic Survey in December 1995..
 HY2464
 HY2464.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2464.The vertical order pertains to the NGVD 29 superseded value.
 HY2464
 HY2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2464
 HY2464.The geoid height was determined by GEOID03.
 HY2464
 HY2464;                    North         East     Units Scale Factor Converg.
 HY2464;SPC KY1Z     - 1,216,985.115 1,659,242.763   MT  0.99992901   +1 07 02.8
 HY2464;SPC KY1Z     - 3,992,725.33  5,443,698.96   sFT  0.99992901   +1 07 02.8
 HY2464;SPC KY N     -    86,010.121   528,007.031   MT  0.99996771   +0 11 56.8
 HY2464;SPC KY N     -   282,184.87  1,732,303.07   sFT  0.99996771   +0 11 56.8
 HY2464;UTM  17      - 4,240,327.942   243,695.935   MT  1.00040911   -1 48 57.1
 HY2464;UTM  16      - 4,240,726.036   768,567.030   MT  1.00048840   +1 54 10.2
 HY2464
 HY2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2464!SPC KY1Z     -   0.99995808  x   0.99992901  =   0.99988709
 HY2464!SPC KY N     -   0.99995808  x   0.99996771  =   0.99992579
 HY2464!UTM  17      -   0.99995808  x   1.00040911  =   1.00036717
 HY2464!UTM  16      -   0.99995808  x   1.00048840  =   1.00044646
 HY2464
 HY2464                          SUPERSEDED SURVEY CONTROL
 HY2464
 HY2464  NAD 83(1986)-  38 16 28.03110(N)    083 55 47.73321(W) AD(       ) 2
 HY2464  NAD 27      -  38 16 27.75200(N)    083 55 48.00700(W) AD(       ) 2
 HY2464  NGVD 29 (07/19/86)  300.78   (m)          986.8    (f) LEVELING    3  
 HY2464
 HY2464.Superseded values are not recommended for survey control.
 HY2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2464.See file dsdata.txt to determine how the superseded data were derived.
 HY2464
 HY2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4369640328(NAD 83)
 HY2464_MARKER: DD = SURVEY DISK
 HY2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2464_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2464+STABILITY: SURFACE MOTION
 HY2464
 HY2464  HISTORY     - Date     Condition        Report By
 HY2464  HISTORY     - 1954     MONUMENTED       USGS
 HY2464
 HY2464                          STATION DESCRIPTION
 HY2464
 HY2464'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (ELJ)
 HY2464'LOCATED IN NORTHERN SECTION OF MOOREFIELD NEAR THE JUNCTION OF STATE
 HY2464'HIGHWAYS 36 AND 57.  IT IS 56 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 HY2464'OF THE MOOREFIELD UNION CHURCH, 42 FEET WEST OF THE DRIVEWAY
 HY2464'LEADING TO THE CHURCH AND 28 FEET NORTH OF THE CENTER OF STATE
 HY2464'HIGHWAY 57.
 HY2464'
 HY2464'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MOOREFIELD,
 HY2464'DISTANCE BEING 214.38 FEET (65.342 METERS) WEST OF STATION
 HY2464'MOOREFIELD. THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 HY2464'STAMPED 32 ATA 987 1950, AND IS SET IN A CONCRETE POST FLUSH WITH
 HY2464'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0977 ***********************************************************************
 GC0977  DESIGNATION -  32 HF
 GC0977  PID         -  GC0977
 GC0977  STATE/COUNTY-  KY/WARREN
 GC0977  USGS QUAD   -  ROCKFIELD (1979)
 GC0977
 GC0977                         *CURRENT SURVEY CONTROL
 GC0977  ___________________________________________________________________
 GC0977* NAD 83(1986)-  36 53 49.     (N)    086 35 48.     (W)     SCALED    
 GC0977* NAVD 88     -       182.746  (meters)     599.56   (feet)  POSTED    
 GC0977  ___________________________________________________________________
 GC0977  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 GC0977  DYNAMIC HT  -         182.600 (meters)     599.08  (feet)  COMP
 GC0977  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 GC0977
 GC0977  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GC0977
 GC0977.The horizontal coordinates were scaled from a topographic map and have
 GC0977.an estimated accuracy of +/- 6 seconds.
 GC0977
 GC0977.The orthometric height was determined by differential leveling
 GC0977.and adjusted by the National Geodetic Survey in 1992..
 GC0977.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GC0977.rate of 2.1 thru 3.0 mm/km.
 GC0977
 GC0977.The geoid height was determined by GEOID03.
 GC0977
 GC0977.The dynamic height is computed by dividing the NAVD 88
 GC0977.geopotential number by the normal gravity value computed on the
 GC0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0977.degrees latitude (g = 980.6199 gals.).
 GC0977
 GC0977.The modeled gravity was interpolated from observed gravity values.
 GC0977
 GC0977;                    North         East    Units  Estimated Accuracy
 GC0977;SPC KY1Z     - 1,062,900.    1,424,530.      MT  (+/- 180 meters Scaled)
 GC0977
 GC0977                          SUPERSEDED SURVEY CONTROL
 GC0977
 GC0977  NGVD 29 (??/??/92)  182.87   (m)          600.0    (f) COMPUTED    1 2
 GC0977
 GC0977.Superseded values are not recommended for survey control.
 GC0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0977.See file dsdata.txt to determine how the superseded data were derived.
 GC0977
 GC0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF359835(NAD 83)
 GC0977_MARKER: DD = SURVEY DISK
 GC0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0977_STAMPING: TT 32 HF 1950 600
 GC0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0977+STABILITY: SURFACE MOTION
 GC0977
 GC0977  HISTORY     - Date     Condition        Report By
 GC0977  HISTORY     - 1950     MONUMENTED       USGS
 GC0977  HISTORY     - 1969     GOOD             NGS
 GC0977
 GC0977                          STATION DESCRIPTION
 GC0977
 GC0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GC0977'2 MI SW FROM ROCKFIELD.
 GC0977'THIS MARK IS ABOUT 2.0 MILES SOUTHWEST ALONG THE LOUISVILLE AND
 GC0977'NASHVILLE RAILROAD FROM THE CROSSING OF STATE ROUTE 242 AT
 GC0977'ROCKFIELD AT THE PETROS 1951 TRIANGULATION STATION SITE.  IT IS
 GC0977'ABOUT 112 YARDS NORTH-NORTHEAST OF MILE POST 125, 85 FEET
 GC0977'NORTHWEST OF THE NORTHWEST RAIL, 82 FEET SOUTHWEST OF THE
 GC0977'SOUTHWEST CORNER OF A BRICK BUILDING, 47 FEET SOUTHEAST OF THE
 GC0977'APPROXIMATE CENTER OF THE INTERSECTION OF U.S. HIGHWAY 68, STATE
 GC0977'ROUTE 80, AND PETROS BROWNING ROAD, 37 FEET EAST OF A 20-INCH
 GC0977'HACKBERRY TREE.  IT IS A USGS BENCH MARK DISK SET IN THE TOP OF
 GC0977'A 6 X 6 INCH CONCRETE POST ABOUT 4 INCHES BELOW THE SURFACE OF
 GC0977'A PAVED PARKING LOT FOR A TRAILER HOME, AND THE DISK IS STAMPED
 GC0977'32 HF 1950 600.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0212 ***********************************************************************
 HB0212  DESIGNATION -  32+56.00 L USE
 HB0212  PID         -  HB0212
 HB0212  STATE/COUNTY-  KY/LYON
 HB0212  USGS QUAD   -  GRAND RIVERS (1993)
 HB0212
 HB0212                         *CURRENT SURVEY CONTROL
 HB0212  ___________________________________________________________________
 HB0212* NAD 83(1986)-  37 01 17.     (N)    088 13 14.     (W)     SCALED    
 HB0212* NAVD 88     -       120.814  (meters)     396.37   (feet)  ADJUSTED  
 HB0212  ___________________________________________________________________
 HB0212  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HB0212  DYNAMIC HT  -         120.724 (meters)     396.08  (feet)  COMP
 HB0212  MODELED GRAV-     979,884.7   (mgal)                       NAVD 88
 HB0212
 HB0212  VERT ORDER  -  FIRST     CLASS I
 HB0212
 HB0212.The horizontal coordinates were scaled from a topographic map and have
 HB0212.an estimated accuracy of +/- 6 seconds.
 HB0212
 HB0212.The orthometric height was determined by differential leveling
 HB0212.and adjusted by the National Geodetic Survey in June 1991..
 HB0212
 HB0212.The geoid height was determined by GEOID03.
 HB0212
 HB0212.The dynamic height is computed by dividing the NAVD 88
 HB0212.geopotential number by the normal gravity value computed on the
 HB0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0212.degrees latitude (g = 980.6199 gals.).
 HB0212
 HB0212.The modeled gravity was interpolated from observed gravity values.
 HB0212
 HB0212;                    North         East    Units  Estimated Accuracy
 HB0212;SPC KY1Z     - 1,079,270.    1,280,180.      MT  (+/- 180 meters Scaled)
 HB0212
 HB0212                          SUPERSEDED SURVEY CONTROL
 HB0212
 HB0212  NGVD 29 (??/??/??)  120.885  (m)          396.60   (f) ADJUSTED    1 1
 HB0212
 HB0212.Superseded values are not recommended for survey control.
 HB0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0212.See file dsdata.txt to determine how the superseded data were derived.
 HB0212
 HB0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF914979(NAD 83)
 HB0212_MARKER: DD = SURVEY DISK
 HB0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0212_SP_SET: RAIL SUPPORT
 HB0212_STAMPING: 32+56.00L ELEV 396.995 0+17.00B 1966
 HB0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0212
 HB0212  HISTORY     - Date     Condition        Report By
 HB0212  HISTORY     - 1966     MONUMENTED       DOD
 HB0212  HISTORY     - 1968     GOOD             CGS
 HB0212
 HB0212                          STATION DESCRIPTION
 HB0212
 HB0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0212'0.2 MI NE FROM BARKLEY DAM.
 HB0212'ABOUT 0.25 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0212'THE NAVIGATION LOCK AT BARKLEY DAM, SET IN THE TOP OF THE SOUTH
 HB0212'CONCRETE RAIL SUPPORT FOR A GANTRY CRANE ON THE DAM, 14 1/2 FEET
 HB0212'NORTH OF THE NORTH RAIL OF THE TRACK, 2 FEET NORTH OF THE SOUTH
 HB0212'RAIL OF THE GANTRY CRANE TRACK, 34.9 FEET SOUTH OF THE SOUTH
 HB0212'WALL OF THE POWER HOUSE OF THE DAM, 96.4 FEET SOUTHWEST OF THE
 HB0212'SOUTHEAST CORNER OF THE POWER HOUSE, 25 FEET WEST OF A METAL GATE,
 HB0212'89 FEET SOUTHWEST OF BENCH MARK 33+45.04L (USE), AND ABOUT LEVEL
 HB0212'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1262 ***********************************************************************
 GZ1262  DESIGNATION -  33
 GZ1262  PID         -  GZ1262
 GZ1262  STATE/COUNTY-  KY/MERCER
 GZ1262  USGS QUAD   -  WILMORE (1979)
 GZ1262
 GZ1262                         *CURRENT SURVEY CONTROL
 GZ1262  ___________________________________________________________________
 GZ1262* NAD 83(1986)-  37 47 58.     (N)    084 43 40.     (W)     SCALED    
 GZ1262* NAVD 88     -       255.740  (meters)     839.04   (feet)  ADJUSTED  
 GZ1262  ___________________________________________________________________
 GZ1262  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GZ1262  DYNAMIC HT  -         255.545 (meters)     838.40  (feet)  COMP
 GZ1262  MODELED GRAV-     979,862.2   (mgal)                       NAVD 88
 GZ1262
 GZ1262  VERT ORDER  -  FIRST     CLASS II
 GZ1262
 GZ1262.The horizontal coordinates were scaled from a topographic map and have
 GZ1262.an estimated accuracy of +/- 6 seconds.
 GZ1262
 GZ1262.The orthometric height was determined by differential leveling
 GZ1262.and adjusted by the National Geodetic Survey in June 1991..
 GZ1262.WARNING-Repeat measurements at this control monument indicate possible
 GZ1262.vertical movement.
 GZ1262
 GZ1262.The geoid height was determined by GEOID03.
 GZ1262
 GZ1262.The dynamic height is computed by dividing the NAVD 88
 GZ1262.geopotential number by the normal gravity value computed on the
 GZ1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1262.degrees latitude (g = 980.6199 gals.).
 GZ1262
 GZ1262.The modeled gravity was interpolated from observed gravity values.
 GZ1262
 GZ1262;                    North         East    Units  Estimated Accuracy
 GZ1262;SPC KY1Z     - 1,163,210.    1,590,020.      MT  (+/- 180 meters Scaled)
 GZ1262
 GZ1262                          SUPERSEDED SURVEY CONTROL
 GZ1262
 GZ1262  NGVD 29 (??/??/92)  255.995  (m)          839.88   (f) ADJ UNCH    1 2
 GZ1262
 GZ1262.Superseded values are not recommended for survey control.
 GZ1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1262.See file dsdata.txt to determine how the superseded data were derived.
 GZ1262
 GZ1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG000859(NAD 83)
 GZ1262_MARKER: DD = SURVEY DISK
 GZ1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1262_SP_SET: CONCRETE POST
 GZ1262_STAMPING: 33 839.877
 GZ1262_MARK LOGO: KYGS  
 GZ1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1262+STABILITY: SURFACE MOTION
 GZ1262
 GZ1262  HISTORY     - Date     Condition        Report By
 GZ1262  HISTORY     - UNK      MONUMENTED       KYGS
 GZ1262  HISTORY     - 1950     GOOD             NGS
 GZ1262  HISTORY     - 1958     GOOD             NGS
 GZ1262  HISTORY     - 1985     GOOD             NGS
 GZ1262
 GZ1262                          STATION DESCRIPTION
 GZ1262
 GZ1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1262'1.8 MI S FROM HIGH BRIDGE.
 GZ1262'ABOUT 1.8 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ1262'AT HIGH BRIDGE, NEAR THE CENTER OF A ROCK CUT AND ON THE OUTSIDE
 GZ1262'OF A CURVE, ABOUT 160 YARDS NORTH OF THE FIRST CROSSING NORTH
 GZ1262'OF RAILWAY OVERPASS OVER A ROAD LEADING TO DIX DAM, 34 FEET WEST
 GZ1262'OF THE WEST RAIL OF THE WEST TRACK, ABOUT 11 FEET ABOVE THE
 GZ1262'TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 GZ1262'INCHES.  NOTE-- THE MARK IS 2-1/2 RAILS NORTH OF A DOUBLE POLE
 GZ1262'POWERLINE CROSSING TRACKS.
 GZ1262
 GZ1262                          STATION RECOVERY (1958)
 GZ1262
 GZ1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1262'RECOVERED IN GOOD CONDITION.
 GZ1262
 GZ1262                          STATION RECOVERY (1985)
 GZ1262
 GZ1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1020 ***********************************************************************
 HZ1020  DESIGNATION -  33 FL
 HZ1020  PID         -  HZ1020
 HZ1020  STATE/COUNTY-  KY/CARROLL
 HZ1020  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1020
 HZ1020                         *CURRENT SURVEY CONTROL
 HZ1020  ___________________________________________________________________
 HZ1020* NAD 83(1986)-  38 40 21.     (N)    085 01 00.     (W)     SCALED    
 HZ1020* NAVD 88     -       247.416  (meters)     811.73   (feet)  ADJUSTED  
 HZ1020  ___________________________________________________________________
 HZ1020  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ1020  DYNAMIC HT  -         247.256 (meters)     811.21  (feet)  COMP
 HZ1020  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 HZ1020
 HZ1020  VERT ORDER  -  SECOND    CLASS 0
 HZ1020
 HZ1020.The horizontal coordinates were scaled from a topographic map and have
 HZ1020.an estimated accuracy of +/- 6 seconds.
 HZ1020
 HZ1020.The orthometric height was determined by differential leveling
 HZ1020.and adjusted by the National Geodetic Survey in June 1991..
 HZ1020
 HZ1020.The geoid height was determined by GEOID03.
 HZ1020
 HZ1020.The dynamic height is computed by dividing the NAVD 88
 HZ1020.geopotential number by the normal gravity value computed on the
 HZ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1020.degrees latitude (g = 980.6199 gals.).
 HZ1020
 HZ1020.The modeled gravity was interpolated from observed gravity values.
 HZ1020
 HZ1020;                    North         East    Units  Estimated Accuracy
 HZ1020;SPC KY1Z     - 1,259,870.    1,563,820.      MT  (+/- 180 meters Scaled)
 HZ1020
 HZ1020                          SUPERSEDED SURVEY CONTROL
 HZ1020
 HZ1020  NGVD 29 (??/??/92)  247.609  (m)          812.36   (f) ADJ UNCH    2 0
 HZ1020
 HZ1020.Superseded values are not recommended for survey control.
 HZ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1020.See file dsdata.txt to determine how the superseded data were derived.
 HZ1020
 HZ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH725823(NAD 83)
 HZ1020_MARKER: DD = SURVEY DISK
 HZ1020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1020_SP_SET: CULVERT
 HZ1020_STAMPING: 33 FL 1950
 HZ1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1020+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 HZ1020
 HZ1020  HISTORY     - Date     Condition        Report By
 HZ1020  HISTORY     - 1950     MONUMENTED       USGS
 HZ1020  HISTORY     - 1964     GOOD             PAS
 HZ1020  HISTORY     - 20030819 GOOD             KYDT
 HZ1020
 HZ1020                          STATION DESCRIPTION
 HZ1020
 HZ1020'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1020'5.5 MI NW FROM SANDERS.
 HZ1020'4.4 MILES NORTHWEST ALONG STATE HIGHWAY 47 FROM THE CROSSING OF
 HZ1020'THE LOUISVILLE AND NASHVILLE RAILROAD AT SANDERS, THENCE 1.65 MILES
 HZ1020'SOUTHWEST ALONG PAVED ROAD TO A CROSS ROAD AND MARK ON LEFT, 59
 HZ1020'FEET NORTHEAST OF FENCE CORNER, 36 FEET EAST OF THE CENTERLINE
 HZ1020'OF CROSS-ROAD, 36 FEET NORTHEAST OF THE CENTER OF GRAVEL ROAD,
 HZ1020'21 FEET SOUTHEAST OF THE CENTER OF PAVED ROAD.  A USGS BENCH MARK
 HZ1020'DISK SET IN DRILL HOLE IN THE NORTHEAST END OF A CONCRETE HEADWALL
 HZ1020'FOR CULVERT UNDER ROAD AND ABOUT LEVEL WITH CROSS-ROAD.
 HZ1020
 HZ1020                          STATION RECOVERY (2003)
 HZ1020
 HZ1020'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0233 ***********************************************************************
 HB0233  DESIGNATION -  330.41 TVA
 HB0233  PID         -  HB0233
 HB0233  STATE/COUNTY-  KY/MARSHALL
 HB0233  USGS QUAD   -  CALVERT CITY (1993)
 HB0233
 HB0233                         *CURRENT SURVEY CONTROL
 HB0233  ___________________________________________________________________
 HB0233* NAD 83(1986)-  37 01 06.     (N)    088 16 44.     (W)     SCALED    
 HB0233* NAVD 88     -       100.558  (meters)     329.91   (feet)  ADJUSTED  
 HB0233  ___________________________________________________________________
 HB0233  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 HB0233  DYNAMIC HT  -         100.483 (meters)     329.67  (feet)  COMP
 HB0233  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 HB0233
 HB0233  VERT ORDER  -  FIRST     CLASS II
 HB0233
 HB0233.The horizontal coordinates were scaled from a topographic map and have
 HB0233.an estimated accuracy of +/- 6 seconds.
 HB0233
 HB0233.The orthometric height was determined by differential leveling
 HB0233.and adjusted by the National Geodetic Survey in June 1991..
 HB0233
 HB0233.The geoid height was determined by GEOID03.
 HB0233
 HB0233.The dynamic height is computed by dividing the NAVD 88
 HB0233.geopotential number by the normal gravity value computed on the
 HB0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0233.degrees latitude (g = 980.6199 gals.).
 HB0233
 HB0233.The modeled gravity was interpolated from observed gravity values.
 HB0233
 HB0233;                    North         East    Units  Estimated Accuracy
 HB0233;SPC KY1Z     - 1,079,070.    1,274,980.      MT  (+/- 180 meters Scaled)
 HB0233
 HB0233                          SUPERSEDED SURVEY CONTROL
 HB0233
 HB0233  NGVD 29 (??/??/??)  100.614  (m)          330.10   (f) ADJUSTED    1 2
 HB0233
 HB0233.Superseded values are not recommended for survey control.
 HB0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0233.See file dsdata.txt to determine how the superseded data were derived.
 HB0233
 HB0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF862976(NAD 83)
 HB0233_MARKER: B = BOLT
 HB0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0233_SP_SET: TOWER LEG
 HB0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0233
 HB0233  HISTORY     - Date     Condition        Report By
 HB0233  HISTORY     - UNK      MONUMENTED       TVA
 HB0233  HISTORY     - 1968     MARK NOT FOUND   CGS
 HB0233
 HB0233                          STATION DESCRIPTION
 HB0233
 HB0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0233'0.5 MI NW FROM KENTUCKY DAM.
 HB0233'0.5 MILE NORTHWEST ALONG THE LEFT BANK OF TENNESSEE RIVER FROM
 HB0233'THE SOUTHWEST END OF KENTUCKY DAM, ABOUT 100 YARDS SOUTHEAST
 HB0233'OF THE FERRY LANDING, IN THE TOP OF THE CONCRETE FOUNDATION OF
 HB0233'THE WEST LEG OF THE FIRST HIGH TENSION TRANSMISSION LINE TOWER
 HB0233'NORTHWEST OF THE DAM.  THE TOP OF THE ANCHOR BELT FOR THE STEEL
 HB0233'LEG OF THE TOWER.  NOTE-- THERE ARE TWO STEEL ANCHOR BOLTS
 HB0233'LOCATED IN THE TOP OF THE CONCRETE FOUNDATION FOR THE WEST STEEL
 HB0233'LEG OF THE FIRST PYLON NORTHWEST OF THE DAM.  IT IS IMPOSSIBLE
 HB0233'TO DISTINGUISH WHICH OF THESE BOLTS WAS USED AS THE ORIGINAL
 HB0233'ELEVATION MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0210 ***********************************************************************
 HB0210  DESIGNATION -  33+45.04 L USE
 HB0210  PID         -  HB0210
 HB0210  STATE/COUNTY-  KY/LYON
 HB0210  USGS QUAD   -  GRAND RIVERS (1993)
 HB0210
 HB0210                         *CURRENT SURVEY CONTROL
 HB0210  ___________________________________________________________________
 HB0210* NAD 83(1986)-  37 01 17.     (N)    088 13 14.     (W)     SCALED    
 HB0210* NAVD 88     -       120.805  (meters)     396.34   (feet)  ADJUSTED  
 HB0210  ___________________________________________________________________
 HB0210  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HB0210  DYNAMIC HT  -         120.715 (meters)     396.05  (feet)  COMP
 HB0210  MODELED GRAV-     979,884.7   (mgal)                       NAVD 88
 HB0210
 HB0210  VERT ORDER  -  FIRST     CLASS I
 HB0210
 HB0210.The horizontal coordinates were scaled from a topographic map and have
 HB0210.an estimated accuracy of +/- 6 seconds.
 HB0210
 HB0210.The orthometric height was determined by differential leveling
 HB0210.and adjusted by the National Geodetic Survey in June 1991..
 HB0210
 HB0210.The geoid height was determined by GEOID03.
 HB0210
 HB0210.The dynamic height is computed by dividing the NAVD 88
 HB0210.geopotential number by the normal gravity value computed on the
 HB0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0210.degrees latitude (g = 980.6199 gals.).
 HB0210
 HB0210.The modeled gravity was interpolated from observed gravity values.
 HB0210
 HB0210;                    North         East    Units  Estimated Accuracy
 HB0210;SPC KY1Z     - 1,079,270.    1,280,180.      MT  (+/- 180 meters Scaled)
 HB0210
 HB0210                          SUPERSEDED SURVEY CONTROL
 HB0210
 HB0210  NGVD 29 (??/??/??)  120.875  (m)          396.57   (f) ADJUSTED    1 1
 HB0210
 HB0210.Superseded values are not recommended for survey control.
 HB0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0210.See file dsdata.txt to determine how the superseded data were derived.
 HB0210
 HB0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF914979(NAD 83)
 HB0210_MARKER: DD = SURVEY DISK
 HB0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0210_SP_SET: PLATFORM
 HB0210_STAMPING: 33+45.04L ELEV 396.954 0+17.00B 1966
 HB0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0210
 HB0210  HISTORY     - Date     Condition        Report By
 HB0210  HISTORY     - 1966     MONUMENTED       DOD
 HB0210  HISTORY     - 1968     GOOD             CGS
 HB0210
 HB0210                          STATION DESCRIPTION
 HB0210
 HB0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0210'0.2 MI NE FROM BARKLEY DAM.
 HB0210'ABOUT 0.25 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0210'FROM THE NAVIGATION LOCK AT BARKLEY DAM, A U.S. ENGINEERS DISK
 HB0210'SET IN THE TOP OF A LARGE CONCRETE PLATFORM WHICH IS A PORTION
 HB0210'OF THE TOP OF THE POWER HOUSE OF THE DAM, 34 FEET SOUTH OF THE
 HB0210'SOUTHEAST CORNER OF THE POWER HOUSE, 14 1/2 FEET NORTH OF THE
 HB0210'NORTH RAIL OF THE TRACK, 1.0 FOOT NORTH OF THE NORTHEAST CORNER OF
 HB0210'A CONCRETE PILLAR FOR THE GANTRY CRANE ON THE DAM, 30.5 FEET
 HB0210'NORTH AND ACROSS THE TRACK FROM BENCH MARK N 390, 89 FEET
 HB0210'NORTHEAST OF BENCH MARK 32+56.00L (USE), AND ABOUT LEVEL WITH THE
 HB0210'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0993 ***********************************************************************
 GD0993  DESIGNATION -  34 26 A
 GD0993  PID         -  GD0993
 GD0993  STATE/COUNTY-  KY/FULTON
 GD0993  USGS QUAD   -  NEW MADRID (1971)
 GD0993
 GD0993                         *CURRENT SURVEY CONTROL
 GD0993  ___________________________________________________________________
 GD0993* NAD 83(1986)-  36 33 56.     (N)    089 31 30.     (W)     SCALED    
 GD0993* NAVD 88     -        90.092  (meters)     295.58   (feet)  POSTED    
 GD0993  ___________________________________________________________________
 GD0993  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GD0993  DYNAMIC HT  -          90.020 (meters)     295.34  (feet)  COMP
 GD0993  MODELED GRAV-     979,838.3   (mgal)                       NAVD 88
 GD0993
 GD0993  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GD0993
 GD0993.The horizontal coordinates were scaled from a topographic map and have
 GD0993.an estimated accuracy of +/- 6 seconds.
 GD0993
 GD0993.The orthometric height was determined by differential leveling
 GD0993.and adjusted by the National Geodetic Survey in 1992..
 GD0993.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GD0993.rate of 4.1 thru 8.0 mm/km.
 GD0993
 GD0993.The geoid height was determined by GEOID03.
 GD0993
 GD0993.The dynamic height is computed by dividing the NAVD 88
 GD0993.geopotential number by the normal gravity value computed on the
 GD0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0993.degrees latitude (g = 980.6199 gals.).
 GD0993
 GD0993.The modeled gravity was interpolated from observed gravity values.
 GD0993
 GD0993;                    North         East    Units  Estimated Accuracy
 GD0993;SPC KY1Z     - 1,032,610.    1,162,120.      MT  (+/- 180 meters Scaled)
 GD0993
 GD0993                          SUPERSEDED SURVEY CONTROL
 GD0993
 GD0993  NGVD 29 (??/??/??)   89.985  (m)          295.23   (f) ADJUSTED    2 0
 GD0993
 GD0993.Superseded values are not recommended for survey control.
 GD0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0993.See file dsdata.txt to determine how the superseded data were derived.
 GD0993
 GD0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF740496(NAD 83)
 GD0993_MARKER: P = PIPE CAP
 GD0993_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0993_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0993_STAMPING: 34 26 A
 GD0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0993
 GD0993  HISTORY     - Date     Condition        Report By
 GD0993  HISTORY     - UNK      MONUMENTED       DOD
 GD0993  HISTORY     - 1951     MARK NOT FOUND   CGS
 GD0993
 GD0993                          STATION DESCRIPTION
 GD0993
 GD0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GD0993'NEAR MADRID.
 GD0993'IN FULTON COUNTY, ACROSS MISSISSIPPI RIVER FROM NEW MADRID, NEW
 GD0993'MADRID COUNTY, MISSOURI, AT THE END OF A U.S. ARMY ENGINEER
 GD0993'BASE-LINE PATH THROUGH A FOREST, 200 FEET NORTHEAST OF RANGE
 GD0993'LIGHT 71+5, 80 FEET SOUTHEAST OF THE EDGE OF MISSISSIPPI RIVER,
 GD0993'AT THE TOP OF THE NORTH BANK OF A DITCH, AND 8 FEET WEST OF A
 GD0993'12-INCH ELM TREE.  A CORPS ENGINEERS, U.S. ARMY, STANDARD CAP,
 GD0993'STAMPED 34-26-A AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING
 GD0993'1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1954 ***********************************************************************
 GB1954  DESIGNATION -  34 M
 GB1954  PID         -  GB1954
 GB1954  STATE/COUNTY-  KY/MONROE
 GB1954  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB1954
 GB1954                         *CURRENT SURVEY CONTROL
 GB1954  ___________________________________________________________________
 GB1954* NAD 83(1986)-  36 42 03.     (N)    085 41 33.     (W)     SCALED    
 GB1954* NAVD 88     -       281.126  (meters)     922.33   (feet)  ADJUSTED  
 GB1954  ___________________________________________________________________
 GB1954  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB1954  DYNAMIC HT  -         280.889 (meters)     921.55  (feet)  COMP
 GB1954  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 GB1954
 GB1954  VERT ORDER  -  SECOND    CLASS 0
 GB1954
 GB1954.The horizontal coordinates were scaled from a topographic map and have
 GB1954.an estimated accuracy of +/- 6 seconds.
 GB1954
 GB1954.The orthometric height was determined by differential leveling
 GB1954.and adjusted by the National Geodetic Survey in June 1991..
 GB1954
 GB1954.The geoid height was determined by GEOID03.
 GB1954
 GB1954.The dynamic height is computed by dividing the NAVD 88
 GB1954.geopotential number by the normal gravity value computed on the
 GB1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1954.degrees latitude (g = 980.6199 gals.).
 GB1954
 GB1954.The modeled gravity was interpolated from observed gravity values.
 GB1954
 GB1954;                    North         East    Units  Estimated Accuracy
 GB1954;SPC KY1Z     - 1,040,790.    1,505,140.      MT  (+/- 180 meters Scaled)
 GB1954
 GB1954                          SUPERSEDED SURVEY CONTROL
 GB1954
 GB1954  NGVD 29 (??/??/92)  281.25   (m)          922.7    (f) COMPUTED    2 0
 GB1954
 GB1954.Superseded values are not recommended for survey control.
 GB1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1954.See file dsdata.txt to determine how the superseded data were derived.
 GB1954
 GB1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF167624(NAD 83)
 GB1954_MARKER: DD = SURVEY DISK
 GB1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1954_STAMPING: P T STA NO 34 M 1926
 GB1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1954+STABILITY: SURFACE MOTION
 GB1954
 GB1954  HISTORY     - Date     Condition        Report By
 GB1954  HISTORY     - 1926     MONUMENTED       USGS
 GB1954  HISTORY     - 1951     GOOD             NGS
 GB1954
 GB1954                          STATION DESCRIPTION
 GB1954
 GB1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1954'AT TOMPKINSVILLE.
 GB1954'AT TOMPKINSVILLE, INSIDE THE COURT HOUSE YARD, ABOUT 100 FEET
 GB1954'NORTHWEST OF NORTHWEST ENTRANCE OF COURT HOUSE BUILDING, 5 FEET
 GB1954'NORTHEAST OF NORTHEAST EDGE OF A CONCRETE WALK LEADING TO
 GB1954'NORTHWEST ENTRANCE OF COURT HOUSE, 1 1/2 FEET SOUTHEAST OF
 GB1954'SOUTHEAST EDGE OF A CONCRETE CURB SURROUNDING COURT HOUSE, 3
 GB1954'FEET NORTHEAST OF A POWER POLE, AND SET IN THE TOP OF A CONCRETE
 GB1954'POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0613 ***********************************************************************
 HA0613  DESIGNATION -  35 JDN
 HA0613  PID         -  HA0613
 HA0613  STATE/COUNTY-  KY/HENDERSON
 HA0613  USGS QUAD   -  YANKEETOWN (1983)
 HA0613
 HA0613                         *CURRENT SURVEY CONTROL
 HA0613  ___________________________________________________________________
 HA0613* NAD 83(1986)-  37 52 59.     (N)    087 19 25.     (W)     SCALED    
 HA0613* NAVD 88     -       115.608  (meters)     379.29   (feet)  ADJUSTED  
 HA0613  ___________________________________________________________________
 HA0613  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HA0613  DYNAMIC HT  -         115.528 (meters)     379.03  (feet)  COMP
 HA0613  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 HA0613
 HA0613  VERT ORDER  -  FIRST     CLASS II
 HA0613
 HA0613.The horizontal coordinates were scaled from a topographic map and have
 HA0613.an estimated accuracy of +/- 6 seconds.
 HA0613
 HA0613.The orthometric height was determined by differential leveling
 HA0613.and adjusted by the National Geodetic Survey in June 1991..
 HA0613.WARNING-Repeat measurements at this control monument indicate possible
 HA0613.vertical movement.
 HA0613
 HA0613.The geoid height was determined by GEOID03.
 HA0613
 HA0613.The dynamic height is computed by dividing the NAVD 88
 HA0613.geopotential number by the normal gravity value computed on the
 HA0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0613.degrees latitude (g = 980.6199 gals.).
 HA0613
 HA0613.The modeled gravity was interpolated from observed gravity values.
 HA0613
 HA0613;                    North         East    Units  Estimated Accuracy
 HA0613;SPC KY1Z     - 1,173,160.    1,361,590.      MT  (+/- 180 meters Scaled)
 HA0613
 HA0613                          SUPERSEDED SURVEY CONTROL
 HA0613
 HA0613  NGVD 29 (??/??/92)  115.696  (m)          379.58   (f) ADJ UNCH    1 2
 HA0613
 HA0613.Superseded values are not recommended for survey control.
 HA0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0613.See file dsdata.txt to determine how the superseded data were derived.
 HA0613
 HA0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG715928(NAD 83)
 HA0613_MARKER: DD = SURVEY DISK
 HA0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0613_STAMPING: 35 JDN 380 1950
 HA0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0613+STABILITY: SURFACE MOTION
 HA0613
 HA0613  HISTORY     - Date     Condition        Report By
 HA0613  HISTORY     - 1950     MONUMENTED       USGS
 HA0613  HISTORY     - 1953     GOOD             NGS
 HA0613  HISTORY     - 1962     GOOD             NGS
 HA0613
 HA0613                          STATION DESCRIPTION
 HA0613
 HA0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0613'AT CARLINBURG.
 HA0613'AT CARLINBURG, AT THE JUNCTION OF NORTHEAST-SOUTHWEST ROAD
 HA0613'(SOUTHWEST TO REED AND THE JUNCTION OF A ROAD WEST TO BEALS,
 HA0613'AT THE SOUTH CORNER OF ROAD TRIANGLE, 16 1/2 FEET WEST OF
 HA0613'CENTER LINE OF ROAD ON EAST SIDE OF TRIANGLE, 23 1/2 FEET NORTHEAST
 HA0613'OF CENTER LINE OF ROAD ON SOUTHWEST SIDE OF TRIANGLE, 129 FEET
 HA0613'SOUTH OF CENTER LINE OF ROAD ALONG NORTH SIDE OF TRIANGLE AND
 HA0613'EXTENDED CENTER LINE OF ROAD WEST TO BEALS, 6 FEET NORTH OF
 HA0613'TELEPHONE POLE NO. 87, 1 FOOT BELOW LEVEL OF ROAD AND SET IN
 HA0613'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HA0613
 HA0613                          STATION RECOVERY (1962)
 HA0613
 HA0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HA0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0953 ***********************************************************************
 HA0953  DESIGNATION -  35 JEM
 HA0953  PID         -  HA0953
 HA0953  STATE/COUNTY-  KY/UNION
 HA0953  USGS QUAD   -  UNIONTOWN (1981)
 HA0953
 HA0953                         *CURRENT SURVEY CONTROL
 HA0953  ___________________________________________________________________
 HA0953* NAD 83(1986)-  37 45 52.     (N)    087 59 21.     (W)     SCALED    
 HA0953* NAVD 88     -       129.380  (meters)     424.47   (feet)  ADJUSTED  
 HA0953  ___________________________________________________________________
 HA0953  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 HA0953  DYNAMIC HT  -         129.290 (meters)     424.18  (feet)  COMP
 HA0953  MODELED GRAV-     979,932.6   (mgal)                       NAVD 88
 HA0953
 HA0953  VERT ORDER  -  FIRST     CLASS II
 HA0953
 HA0953.The horizontal coordinates were scaled from a topographic map and have
 HA0953.an estimated accuracy of +/- 6 seconds.
 HA0953
 HA0953.The orthometric height was determined by differential leveling
 HA0953.and adjusted by the National Geodetic Survey in June 1991..
 HA0953
 HA0953.The geoid height was determined by GEOID03.
 HA0953
 HA0953.The dynamic height is computed by dividing the NAVD 88
 HA0953.geopotential number by the normal gravity value computed on the
 HA0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0953.degrees latitude (g = 980.6199 gals.).
 HA0953
 HA0953.The modeled gravity was interpolated from observed gravity values.
 HA0953
 HA0953;                    North         East    Units  Estimated Accuracy
 HA0953;SPC KY1Z     - 1,161,200.    1,302,740.      MT  (+/- 180 meters Scaled)
 HA0953
 HA0953                          SUPERSEDED SURVEY CONTROL
 HA0953
 HA0953  NGVD 29 (??/??/92)  129.481  (m)          424.81   (f) ADJ UNCH    1 2
 HA0953
 HA0953.Superseded values are not recommended for survey control.
 HA0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0953.See file dsdata.txt to determine how the superseded data were derived.
 HA0953
 HA0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG128801(NAD 83)
 HA0953_MARKER: DD = SURVEY DISK
 HA0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0953_STAMPING: 35 JEM 1950 425 TT
 HA0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0953+STABILITY: SURFACE MOTION
 HA0953
 HA0953  HISTORY     - Date     Condition        Report By
 HA0953  HISTORY     - 1950     MONUMENTED       USGS
 HA0953  HISTORY     - 1953     GOOD             NGS
 HA0953  HISTORY     - 1963     MARK NOT FOUND   USE
 HA0953
 HA0953                          STATION DESCRIPTION
 HA0953
 HA0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0953'3.5 MI W FROM UNIONTOWN.
 HA0953'ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 268 FROM THE
 HA0953'JUNCTION OF STATE HIGHWAYS 130 AND 360 AT UNIONTOWN, THENCE ABOUT
 HA0953'2.3 MILES NORTHWEST AND WEST ALONG A GRAVEL ROAD, IN THE TRIANGLE
 HA0953'FORMED BY THE JUNCTION OF A ROAD LEADING EAST-SOUTHEAST, 20
 HA0953'FEET SOUTHEAST OF CENTER LINE OF ROAD, 37 FEET NORTH OF CENTER
 HA0953'LINE OF ROAD ON SOUTH SIDE OF TRIANGLE, 36 FEET WEST OF CENTER
 HA0953'LINE OF ROAD ON EAST SIDE OF TRIANGLE, 1 1/2 FEET SOUTHWEST
 HA0953'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET
 HA0953'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HA0953
 HA0953                          STATION RECOVERY (1963)
 HA0953
 HA0953'RECOVERY NOTE BY US ENGINEERS 1963
 HA0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0249 ***********************************************************************
 HB0249  DESIGNATION -  350.53 USGS
 HB0249  PID         -  HB0249
 HB0249  STATE/COUNTY-  KY/MARSHALL
 HB0249  USGS QUAD   -  CALVERT CITY (1993)
 HB0249
 HB0249                         *CURRENT SURVEY CONTROL
 HB0249  ___________________________________________________________________
 HB0249* NAD 83(1986)-  37 01 56.     (N)    088 21 05.     (W)     SCALED    
 HB0249* NAVD 88     -       106.526  (meters)     349.49   (feet)  ADJUSTED  
 HB0249  ___________________________________________________________________
 HB0249  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HB0249  DYNAMIC HT  -         106.447 (meters)     349.23  (feet)  COMP
 HB0249  MODELED GRAV-     979,889.9   (mgal)                       NAVD 88
 HB0249
 HB0249  VERT ORDER  -  FIRST     CLASS II
 HB0249
 HB0249.The horizontal coordinates were scaled from a topographic map and have
 HB0249.an estimated accuracy of +/- 6 seconds.
 HB0249
 HB0249.The orthometric height was determined by differential leveling
 HB0249.and adjusted by the National Geodetic Survey in June 1991..
 HB0249
 HB0249.The geoid height was determined by GEOID03.
 HB0249
 HB0249.The dynamic height is computed by dividing the NAVD 88
 HB0249.geopotential number by the normal gravity value computed on the
 HB0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0249.degrees latitude (g = 980.6199 gals.).
 HB0249
 HB0249.The modeled gravity was interpolated from observed gravity values.
 HB0249
 HB0249;                    North         East    Units  Estimated Accuracy
 HB0249;SPC KY1Z     - 1,080,790.    1,268,570.      MT  (+/- 180 meters Scaled)
 HB0249
 HB0249                          SUPERSEDED SURVEY CONTROL
 HB0249
 HB0249  NGVD 29 (??/??/??)  106.579  (m)          349.67   (f) ADJUSTED    1 2
 HB0249
 HB0249.Superseded values are not recommended for survey control.
 HB0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0249.See file dsdata.txt to determine how the superseded data were derived.
 HB0249
 HB0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF798993(NAD 83)
 HB0249_MARKER: Q = CHISELED SQUARE
 HB0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0249_SP_SET: FOUNDATION
 HB0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0249
 HB0249  HISTORY     - Date     Condition        Report By
 HB0249  HISTORY     - UNK      MONUMENTED       USGS
 HB0249  HISTORY     - 1968     POOR             CGS
 HB0249
 HB0249                          STATION DESCRIPTION
 HB0249
 HB0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0249'0.2 MI W FROM CALVERT CITY.
 HB0249'ABOUT 0.2 MILE WEST OF THE ILLINOIS CENTRAL RAILROAD STATION AT
 HB0249'CALVERT CITY, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE
 HB0249'CONCRETE FOUNDATION FOR A BLOCK SIGNAL, 9 FEET SOUTH OF THE SOUTH
 HB0249'RAIL OF THE SOUTH TRACK, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 HB0249'THE TRACK.  NOTE-- THIS MARK WAS NOT LEVELED TO BY THIS PARTY IN
 HB0249'1968.  THE SIGNAL BLOCK HAS BEEN ABANDONED AND THE CONCRETE IS
 HB0249'CRACKING AROUND THE CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0244 ***********************************************************************
 HB0244  DESIGNATION -  350.8 USGS
 HB0244  PID         -  HB0244
 HB0244  STATE/COUNTY-  KY/MARSHALL
 HB0244  USGS QUAD   -  CALVERT CITY (1993)
 HB0244
 HB0244                         *CURRENT SURVEY CONTROL
 HB0244  ___________________________________________________________________
 HB0244* NAD 83(1986)-  37 01 37.     (N)    088 19 52.     (W)     SCALED    
 HB0244* NAVD 88     -       107.031  (meters)     351.15   (feet)  POSTED    
 HB0244  ___________________________________________________________________
 HB0244  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HB0244  DYNAMIC HT  -         106.950 (meters)     350.89  (feet)  COMP
 HB0244  MODELED GRAV-     979,887.5   (mgal)                       NAVD 88
 HB0244
 HB0244  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HB0244
 HB0244.The horizontal coordinates were scaled from a topographic map and have
 HB0244.an estimated accuracy of +/- 6 seconds.
 HB0244
 HB0244.The orthometric height was determined by differential leveling
 HB0244.and adjusted by the National Geodetic Survey in 1992..
 HB0244.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HB0244.rate of 4.1 thru 8.0 mm/km.
 HB0244
 HB0244.The geoid height was determined by GEOID03.
 HB0244
 HB0244.The dynamic height is computed by dividing the NAVD 88
 HB0244.geopotential number by the normal gravity value computed on the
 HB0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0244.degrees latitude (g = 980.6199 gals.).
 HB0244
 HB0244.The modeled gravity was interpolated from observed gravity values.
 HB0244
 HB0244;                    North         East    Units  Estimated Accuracy
 HB0244;SPC KY1Z     - 1,080,160.    1,270,360.      MT  (+/- 180 meters Scaled)
 HB0244
 HB0244                          SUPERSEDED SURVEY CONTROL
 HB0244
 HB0244  NGVD 29 (??/??/??)  107.087  (m)          351.33   (f) ADJUSTED    1 2
 HB0244
 HB0244.Superseded values are not recommended for survey control.
 HB0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0244.See file dsdata.txt to determine how the superseded data were derived.
 HB0244
 HB0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF816986(NAD 83)
 HB0244_MARKER: Q = CHISELED SQUARE
 HB0244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0244_SP_SET: FOUNDATION
 HB0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0244
 HB0244  HISTORY     - Date     Condition        Report By
 HB0244  HISTORY     - UNK      MONUMENTED       USGS
 HB0244  HISTORY     - 1946     GOOD             CGS
 HB0244
 HB0244                          STATION DESCRIPTION
 HB0244
 HB0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HB0244'1 MI E FROM CALVERT.
 HB0244'1.05 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0244'STATION AT CALVERT, A CHISELED SQUARE ON THE TOP OF THE SOUTHEAST
 HB0244'CORNER OF THE CONCRETE FOUNDATION OF BLOCK SIGNAL NO. J 207.8,
 HB0244'9 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK.
 HB0244'NOTE-- B.M. T 129 IS SET IN THE SAME SIGNAL BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0966 ***********************************************************************
 HA0966  DESIGNATION -  352
 HA0966  PID         -  HA0966
 HA0966  STATE/COUNTY-  KY/UNION
 HA0966  USGS QUAD   -  UNIONTOWN (1981)
 HA0966
 HA0966                         *CURRENT SURVEY CONTROL
 HA0966  ___________________________________________________________________
 HA0966* NAD 83(1986)-  37 49 03.     (N)    087 53 38.     (W)     SCALED    
 HA0966* NAVD 88     -       107.070  (meters)     351.28   (feet)  ADJUSTED  
 HA0966  ___________________________________________________________________
 HA0966  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 HA0966  DYNAMIC HT  -         106.996 (meters)     351.04  (feet)  COMP
 HA0966  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 HA0966
 HA0966  VERT ORDER  -  FIRST     CLASS II
 HA0966
 HA0966.The horizontal coordinates were scaled from a topographic map and have
 HA0966.an estimated accuracy of +/- 6 seconds.
 HA0966
 HA0966.The orthometric height was determined by differential leveling
 HA0966.and adjusted by the National Geodetic Survey in June 1991..
 HA0966
 HA0966.The geoid height was determined by GEOID03.
 HA0966
 HA0966.The dynamic height is computed by dividing the NAVD 88
 HA0966.geopotential number by the normal gravity value computed on the
 HA0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0966.degrees latitude (g = 980.6199 gals.).
 HA0966
 HA0966.The modeled gravity was interpolated from observed gravity values.
 HA0966
 HA0966;                    North         East    Units  Estimated Accuracy
 HA0966;SPC KY1Z     - 1,166,880.    1,311,270.      MT  (+/- 180 meters Scaled)
 HA0966
 HA0966                          SUPERSEDED SURVEY CONTROL
 HA0966
 HA0966  NGVD 29 (??/??/92)  107.172  (m)          351.61   (f) ADJ UNCH    1 2
 HA0966
 HA0966.Superseded values are not recommended for survey control.
 HA0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0966.See file dsdata.txt to determine how the superseded data were derived.
 HA0966
 HA0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG213859(NAD 83)
 HA0966_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0966_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0966_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0966_STAMPING: 352
 HA0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0966
 HA0966  HISTORY     - Date     Condition        Report By
 HA0966  HISTORY     - UNK      MONUMENTED       USGS
 HA0966  HISTORY     - 1953     GOOD             NGS
 HA0966  HISTORY     - 1964     GOOD             FAS
 HA0966
 HA0966                          STATION DESCRIPTION
 HA0966
 HA0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0966'4.2 MI NE FROM UNIONTOWN.
 HA0966'ABOUT 0.55 MILES NORTHEAST ALONG STATE HIGHWAY 360 FROM THE
 HA0966'INTERSECTION OF MAIN STREET AT UNIONTOWN, THENCE ABOUT 3.7 MILES
 HA0966'NORTHEAST AND NORTH ALONG A ROAD FOLLOWING THE OHIO RIVER UPSTREAM,
 HA0966'19 1/2 FEET EAST OF CENTER LINE OF ROAD, 47 FEET NORTH-NORTHEAST OF
 HA0966'CENTER OF JUNCTION OF A ROAD EAST, 44 FEET NORTH OF CENTER LINE
 HA0966'OF ROAD EAST, 21 FEET WEST-NORTHWEST OF A 36-INCH ELM TREE, 1 1/2
 HA0966'FEET SOUTHWEST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 HA0966'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND PROJECTING 8
 HA0966'INCHES.  NOTE-- THERE HAS BEEN A CHANGE IN THE ROAD INTERSECTION
 HA0966'AND THE MARK IS BELIEVED TO BE DESTROYED.
 HA0966
 HA0966                          STATION RECOVERY (1964)
 HA0966
 HA0966'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1478 ***********************************************************************
 HZ1478  DESIGNATION -  36
 HZ1478  PID         -  HZ1478
 HZ1478  STATE/COUNTY-  KY/JEFFERSON
 HZ1478  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1478
 HZ1478                         *CURRENT SURVEY CONTROL
 HZ1478  ___________________________________________________________________
 HZ1478* NAD 83(1986)-  38 13 59.     (N)    085 45 57.     (W)     SCALED    
 HZ1478* NAVD 88     -       140.073  (meters)     459.56   (feet)  ADJUSTED  
 HZ1478  ___________________________________________________________________
 HZ1478  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ1478  DYNAMIC HT  -         139.979 (meters)     459.25  (feet)  COMP
 HZ1478  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 HZ1478
 HZ1478  VERT ORDER  -  FIRST     CLASS II
 HZ1478
 HZ1478.The horizontal coordinates were scaled from a topographic map and have
 HZ1478.an estimated accuracy of +/- 6 seconds.
 HZ1478
 HZ1478.The orthometric height was determined by differential leveling
 HZ1478.and adjusted by the National Geodetic Survey in June 1991..
 HZ1478
 HZ1478.The geoid height was determined by GEOID03.
 HZ1478
 HZ1478.The dynamic height is computed by dividing the NAVD 88
 HZ1478.geopotential number by the normal gravity value computed on the
 HZ1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1478.degrees latitude (g = 980.6199 gals.).
 HZ1478
 HZ1478.The modeled gravity was interpolated from observed gravity values.
 HZ1478
 HZ1478;                    North         East    Units  Estimated Accuracy
 HZ1478;SPC KY1Z     - 1,210,840.    1,498,610.      MT  (+/- 180 meters Scaled)
 HZ1478
 HZ1478                          SUPERSEDED SURVEY CONTROL
 HZ1478
 HZ1478  NGVD 29 (??/??/92)  140.217  (m)          460.03   (f) ADJ UNCH    1 2
 HZ1478
 HZ1478.Superseded values are not recommended for survey control.
 HZ1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1478.See file dsdata.txt to determine how the superseded data were derived.
 HZ1478
 HZ1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH080323(NAD 83)
 HZ1478_MARKER: DD = SURVEY DISK
 HZ1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1478_STAMPING: 36 460
 HZ1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1478+STABILITY: SURFACE MOTION
 HZ1478
 HZ1478  HISTORY     - Date     Condition        Report By
 HZ1478  HISTORY     - UNK      MONUMENTED       KY2090
 HZ1478  HISTORY     - 1954     GOOD             NGS
 HZ1478  HISTORY     - 1963     GOOD             NGS
 HZ1478
 HZ1478                          STATION DESCRIPTION
 HZ1478
 HZ1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1478'AT LOUISVILLE.
 HZ1478'AT LOUISVILLE, IN THE SOUTHEAST QUARTER OF INTERSECTION OF SOUTH
 HZ1478'7TH STREET AND ORMSBY AVENUE, 12 FEET SOUTH OF SOUTH CURB OF WEST
 HZ1478'ORMSBY AVENUE, 8 FEET EAST OF EAST CURB OF SOUTH 7TH STREET,
 HZ1478'2 FEET NORTHWEST OF NORTHWEST CORNER OF DOCTOR WEBER PROPERTY, AND
 HZ1478'SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 INCH ABOVE
 HZ1478'SIDE WALK.
 HZ1478
 HZ1478                          STATION RECOVERY (1963)
 HZ1478
 HZ1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1264 ***********************************************************************
 GZ1264  DESIGNATION -  36
 GZ1264  PID         -  GZ1264
 GZ1264  STATE/COUNTY-  KY/MERCER
 GZ1264  USGS QUAD   -  WILMORE (1979)
 GZ1264
 GZ1264                         *CURRENT SURVEY CONTROL
 GZ1264  ___________________________________________________________________
 GZ1264* NAD 83(1993)-  37 46 57.70838(N)    084 43 32.68373(W)     ADJUSTED  
 GZ1264* NAVD 88     -       277.926  (meters)     911.83   (feet)  ADJUSTED  
 GZ1264  ___________________________________________________________________
 GZ1264  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 GZ1264  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GZ1264  DYNAMIC HT  -         277.714 (meters)     911.13  (feet)  COMP
 GZ1264  MODELED GRAV-     979,859.5   (mgal)                       NAVD 88
 GZ1264
 GZ1264  HORZ ORDER  -  SECOND
 GZ1264  VERT ORDER  -  FIRST     CLASS II
 GZ1264
 GZ1264.The horizontal coordinates were established by classical geodetic methods
 GZ1264.and adjusted by the National Geodetic Survey in December 1995..
 GZ1264
 GZ1264.The orthometric height was determined by differential leveling
 GZ1264.and adjusted by the National Geodetic Survey in June 1991..
 GZ1264
 GZ1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1264
 GZ1264.The geoid height was determined by GEOID03.
 GZ1264
 GZ1264.The dynamic height is computed by dividing the NAVD 88
 GZ1264.geopotential number by the normal gravity value computed on the
 GZ1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1264.degrees latitude (g = 980.6199 gals.).
 GZ1264
 GZ1264.The modeled gravity was interpolated from observed gravity values.
 GZ1264
 GZ1264;                    North         East     Units Scale Factor Converg.
 GZ1264;SPC KY1Z     - 1,161,348.849 1,590,217.339   MT  0.99990627   +0 37 43.9
 GZ1264;SPC KY1Z     - 3,810,192.02  5,217,238.05   sFT  0.99990627   +0 37 43.9
 GZ1264;SPC KY S     -   661,334.952   590,223.672   MT  0.99997598   +0 37 16.2
 GZ1264;SPC KY S     - 2,169,729.76  1,936,425.50   sFT  0.99997598   +0 37 16.2
 GZ1264;SPC KY N     -    31,486.744   458,089.910   MT  1.00003294   -0 17 45.4
 GZ1264;SPC KY N     -   103,302.76  1,502,916.65   sFT  1.00003294   -0 17 45.4
 GZ1264;UTM  16      - 4,184,141.163   700,274.462   MT  1.00009405   +1 23 37.8
 GZ1264
 GZ1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1264!SPC KY1Z     -   0.99996156  x   0.99990627  =   0.99986784
 GZ1264!SPC KY S     -   0.99996156  x   0.99997598  =   0.99993754
 GZ1264!SPC KY N     -   0.99996156  x   1.00003294  =   0.99999450
 GZ1264!UTM  16      -   0.99996156  x   1.00009405  =   1.00005561
 GZ1264
 GZ1264                          SUPERSEDED SURVEY CONTROL
 GZ1264
 GZ1264  NAD 83(1986)-  37 46 57.71714(N)    084 43 32.68915(W) AD(       ) 2
 GZ1264  NAD 27      -  37 46 57.43200(N)    084 43 32.88400(W) AD(       ) 2
 GZ1264  NGVD 29 (??/??/92)  278.088  (m)          912.36   (f) ADJ UNCH    1 2
 GZ1264
 GZ1264.Superseded values are not recommended for survey control.
 GZ1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1264.See file dsdata.txt to determine how the superseded data were derived.
 GZ1264
 GZ1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG0027484141(NAD 83)
 GZ1264_MARKER: DD = SURVEY DISK
 GZ1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1264_STAMPING: 36 912.360
 GZ1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1264+STABILITY: SURFACE MOTION
 GZ1264
 GZ1264  HISTORY     - Date     Condition        Report By
 GZ1264  HISTORY     - 1935     MONUMENTED       KYGS
 GZ1264  HISTORY     - 1950     GOOD             NGS
 GZ1264  HISTORY     - 1958     GOOD             NGS
 GZ1264
 GZ1264                          STATION DESCRIPTION
 GZ1264
 GZ1264'DESCRIBED BY KENTUCKY GEODETIC SURVEY 1935
 GZ1264'THIS TRAVERSE STATION IS MARKED BY A STATE SURVEY BRONZE DISK SET IN
 GZ1264'6- BY 6- INCH CONCRETE MONUMENT. IT IS 2.8 MILES NE OF BURGIN ON
 GZ1264'SOUTHERN RAILROAD RIGHT-OF-WAY BETWEEN BURGIN AND HIGH BRIDGE. 54
 GZ1264'FEET S OF S RIGHT-OF-WAY OF HIGHWAY 33, OR DIX DAM ROAD CROSSING
 GZ1264'RAILROAD ON CONCRETE OVERPASS MARKED 105.6 AND 2 FEET E OF W RAILROAD
 GZ1264'RIGHT-OF-WAY FENCE.
 GZ1264
 GZ1264                          STATION RECOVERY (1950)
 GZ1264
 GZ1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GZ1264'3.1 MI S FROM HIGH BRIDGE.
 GZ1264'ABOUT 3.1 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ1264'AT HIGH BRIDGE, AT OVERPASS NO. 105.6 OF CURDVILLE ROAD OVER
 GZ1264'THE TRACKS, ON TOP OF CUT AND ALONG ROAD, 106 FEET SOUTH OF THE
 GZ1264'SOUTHWEST END OF CONCRETE RAILING OF BRIDGE, 52 FEET SOUTH-SOUTHEAST
 GZ1264'OF A FENCE CORNER, 64 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GZ1264'ROAD, 2 FEET EAST OF A FENCE LINE, ABOUT 70 FEET WEST OF THE
 GZ1264'TRACKS, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ1264'30 FEET ABOVE THE TRACKS AND SET IN THE TOP OF A CONCRETE POST
 GZ1264'PROJECTING 6 INCHES.
 GZ1264
 GZ1264                          STATION RECOVERY (1958)
 GZ1264
 GZ1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0609 ***********************************************************************
 HA0609  DESIGNATION -  36 JDN
 HA0609  PID         -  HA0609
 HA0609  STATE/COUNTY-  KY/HENDERSON
 HA0609  USGS QUAD   -  YANKEETOWN (1983)
 HA0609
 HA0609                         *CURRENT SURVEY CONTROL
 HA0609  ___________________________________________________________________
 HA0609* NAD 83(1986)-  37 53 43.     (N)    087 22 29.     (W)     SCALED    
 HA0609* NAVD 88     -       113.017  (meters)     370.79   (feet)  ADJUSTED  
 HA0609  ___________________________________________________________________
 HA0609  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HA0609  DYNAMIC HT  -         112.939 (meters)     370.53  (feet)  COMP
 HA0609  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 HA0609
 HA0609  VERT ORDER  -  FIRST     CLASS II
 HA0609
 HA0609.The horizontal coordinates were scaled from a topographic map and have
 HA0609.an estimated accuracy of +/- 6 seconds.
 HA0609
 HA0609.The orthometric height was determined by differential leveling
 HA0609.and adjusted by the National Geodetic Survey in June 1991..
 HA0609
 HA0609.The geoid height was determined by GEOID03.
 HA0609
 HA0609.The dynamic height is computed by dividing the NAVD 88
 HA0609.geopotential number by the normal gravity value computed on the
 HA0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0609.degrees latitude (g = 980.6199 gals.).
 HA0609
 HA0609.The modeled gravity was interpolated from observed gravity values.
 HA0609
 HA0609;                    North         East    Units  Estimated Accuracy
 HA0609;SPC KY1Z     - 1,174,590.    1,357,120.      MT  (+/- 180 meters Scaled)
 HA0609
 HA0609                          SUPERSEDED SURVEY CONTROL
 HA0609
 HA0609  NGVD 29 (??/??/92)  113.113  (m)          371.10   (f) ADJ UNCH    1 2
 HA0609
 HA0609.Superseded values are not recommended for survey control.
 HA0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0609.See file dsdata.txt to determine how the superseded data were derived.
 HA0609
 HA0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG670942(NAD 83)
 HA0609_MARKER: DD = SURVEY DISK
 HA0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0609_STAMPING: 36 JDN 371 1950
 HA0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0609+STABILITY: SURFACE MOTION
 HA0609
 HA0609  HISTORY     - Date     Condition        Report By
 HA0609  HISTORY     - 1950     MONUMENTED       USGS
 HA0609  HISTORY     - 1953     GOOD             NGS
 HA0609
 HA0609                          STATION DESCRIPTION
 HA0609
 HA0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0609'2.5 MI S FROM SCUFFLETOWN.
 HA0609'ABOUT 2.5 MILES SOUTHEAST AND SOUTHWEST ALONG A GRAVEL ROAD
 HA0609'FROM THE OLD STORE AT SCUFFLETOWN, AT THE JUNCTION OF A BLACK
 HA0609'TOP ROAD (BEALS-CARLINBURG ROAD) 34 FEET NORTH OF CENTER LINE
 HA0609'OF BLACK TOP ROAD, 26 FEET NORTHWEST OF CENTER LINE OF ROAD
 HA0609'NORTHEAST TO SCUFFLETOWN, 22 1/2 FEET NORTHEAST OF NORTH END OF A
 HA0609'24-INCH CONCRETE PIPE CULVERT UNDER BLACK TOP ROAD, 59 FEET
 HA0609'SOUTH-SOUTHWEST OF A POWER POLE, 1 FOOT SOUTHEAST OF A WHITE
 HA0609'WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF ROAD AND SET
 HA0609'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  MARK IS ABOUT
 HA0609'2.85 MILES NORTHEAST ALONG A BLACK TOP ROAD LEADING TO CARLINBURG
 HA0609'FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT
 HA0609'BEALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0961 ***********************************************************************
 HA0961  DESIGNATION -  36 JEM
 HA0961  PID         -  HA0961
 HA0961  STATE/COUNTY-  KY/UNION
 HA0961  USGS QUAD   -  UNIONTOWN (1981)
 HA0961
 HA0961                         *CURRENT SURVEY CONTROL
 HA0961  ___________________________________________________________________
 HA0961* NAD 83(1986)-  37 46 20.     (N)    087 56 03.     (W)     SCALED    
 HA0961* NAVD 88     -       109.502  (meters)     359.26   (feet)  ADJUSTED  
 HA0961  ___________________________________________________________________
 HA0961  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 HA0961  DYNAMIC HT  -         109.426 (meters)     359.01  (feet)  COMP
 HA0961  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 HA0961
 HA0961  VERT ORDER  -  FIRST     CLASS II
 HA0961
 HA0961.The horizontal coordinates were scaled from a topographic map and have
 HA0961.an estimated accuracy of +/- 6 seconds.
 HA0961
 HA0961.The orthometric height was determined by differential leveling
 HA0961.and adjusted by the National Geodetic Survey in June 1991..
 HA0961
 HA0961.The geoid height was determined by GEOID03.
 HA0961
 HA0961.The dynamic height is computed by dividing the NAVD 88
 HA0961.geopotential number by the normal gravity value computed on the
 HA0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0961.degrees latitude (g = 980.6199 gals.).
 HA0961
 HA0961.The modeled gravity was interpolated from observed gravity values.
 HA0961
 HA0961;                    North         East    Units  Estimated Accuracy
 HA0961;SPC KY1Z     - 1,161,940.    1,307,600.      MT  (+/- 180 meters Scaled)
 HA0961
 HA0961                          SUPERSEDED SURVEY CONTROL
 HA0961
 HA0961  NGVD 29 (??/??/92)  109.604  (m)          359.59   (f) ADJ UNCH    1 2
 HA0961
 HA0961.Superseded values are not recommended for survey control.
 HA0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0961.See file dsdata.txt to determine how the superseded data were derived.
 HA0961
 HA0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG177809(NAD 83)
 HA0961_MARKER: DD = SURVEY DISK
 HA0961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0961_SP_SET: CATCH BASIN
 HA0961_STAMPING: 36 JEM 360 1950
 HA0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0961
 HA0961  HISTORY     - Date     Condition        Report By
 HA0961  HISTORY     - 1950     MONUMENTED       USGS
 HA0961  HISTORY     - 1953     GOOD             NGS
 HA0961  HISTORY     - 1964     GOOD             FAS
 HA0961  HISTORY     - 1988     GOOD             USPSQD
 HA0961
 HA0961                          STATION DESCRIPTION
 HA0961
 HA0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0961'AT UNIONTOWN.
 HA0961'AT UNIONTOWN, IN THE NORTH ANGLE OF THE INTERSECTION OF MAIN
 HA0961'STREET AND SECOND STREET, IN THE TOP OF THE NORTHWEST END OF RIGHT
 HA0961'ANGLE SHAPED CURBING AROUND CATCH BASIN TRAP, 3 FEET SOUTHWEST OF
 HA0961'SOUTH CORNER OF A SIDE WALK AND ABOUT 1/2 FOOT BELOW LEVEL OF
 HA0961'WALK.
 HA0961
 HA0961                          STATION RECOVERY (1964)
 HA0961
 HA0961'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0961'RECOVERED IN GOOD CONDITION.
 HA0961
 HA0961                          STATION RECOVERY (1988)
 HA0961
 HA0961'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1859 ***********************************************************************
 HY1859  DESIGNATION -  36 JJS
 HY1859  PID         -  HY1859
 HY1859  STATE/COUNTY-  KY/ROWAN
 HY1859  USGS QUAD   -  FARMERS (1975)
 HY1859
 HY1859                         *CURRENT SURVEY CONTROL
 HY1859  ___________________________________________________________________
 HY1859* NAD 83(1986)-  38 10 45.     (N)    083 33 20.     (W)     SCALED    
 HY1859* NAVD 88     -       283.576  (meters)     930.37   (feet)  ADJUSTED  
 HY1859  ___________________________________________________________________
 HY1859  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HY1859  DYNAMIC HT  -         283.381 (meters)     929.73  (feet)  COMP
 HY1859  MODELED GRAV-     979,931.8   (mgal)                       NAVD 88
 HY1859
 HY1859  VERT ORDER  -  SECOND    CLASS 0
 HY1859
 HY1859.The horizontal coordinates were scaled from a topographic map and have
 HY1859.an estimated accuracy of +/- 6 seconds.
 HY1859
 HY1859.The orthometric height was determined by differential leveling
 HY1859.and adjusted by the National Geodetic Survey in June 1991..
 HY1859
 HY1859.The geoid height was determined by GEOID03.
 HY1859
 HY1859.The dynamic height is computed by dividing the NAVD 88
 HY1859.geopotential number by the normal gravity value computed on the
 HY1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1859.degrees latitude (g = 980.6199 gals.).
 HY1859
 HY1859.The modeled gravity was interpolated from observed gravity values.
 HY1859
 HY1859;                    North         East    Units  Estimated Accuracy
 HY1859;SPC KY1Z     - 1,207,120.    1,692,240.      MT  (+/- 180 meters Scaled)
 HY1859
 HY1859                          SUPERSEDED SURVEY CONTROL
 HY1859
 HY1859  NGVD 29 (??/??/92)  283.734  (m)          930.88   (f) ADJ UNCH    2 0
 HY1859
 HY1859.Superseded values are not recommended for survey control.
 HY1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1859.See file dsdata.txt to determine how the superseded data were derived.
 HY1859
 HY1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC761287(NAD 83)
 HY1859_MARKER: DD = SURVEY DISK
 HY1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1859_STAMPING: 36 JJS 1951 931
 HY1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1859+STABILITY: SURFACE MOTION
 HY1859
 HY1859  HISTORY     - Date     Condition        Report By
 HY1859  HISTORY     - 1951     MONUMENTED       USGS
 HY1859  HISTORY     - 1963     GOOD             PAS
 HY1859
 HY1859                          STATION DESCRIPTION
 HY1859
 HY1859'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1859'2.7 MI N FROM FARMERS.
 HY1859'2.7 MILES NORTH ALONG STATE HIGHWAY NO. 801 FROM THE POST OFFICE
 HY1859'AT FARMERS, ABOUT 100 YARDS NORTH OF A 1 STORY FRAME HOUSE, 34
 HY1859'FEET EAST OF THE CENTER OF HIGHWAY, 11 FEET NORTH OF THE NORTH
 HY1859'END OF AN 18-INCH DRAINAGE PIPE AT ENTRANCE TO PASTURE, 9 FEET
 HY1859'EAST OF A 24-INCH WHITE OAK TREE, 3 1/2 FEET NORTH OF FENCE
 HY1859'CORNER AND ABOUT 2 FEET LOWER THAN HIGHWAY.  A STANDARD U.S.G.S
 HY1859'DISK SET IN TOP OF CONCRETE POST PROJECTING 12 INCHES AND STAMPED
 HY1859'36 JJS 1951 931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1962 ***********************************************************************
 GB1962  DESIGNATION -  36 M
 GB1962  PID         -  GB1962
 GB1962  STATE/COUNTY-  KY/MONROE
 GB1962  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB1962
 GB1962                         *CURRENT SURVEY CONTROL
 GB1962  ___________________________________________________________________
 GB1962* NAD 83(1986)-  36 39 12.     (N)    085 37 42.     (W)     SCALED    
 GB1962* NAVD 88     -       272.945  (meters)     895.49   (feet)  ADJUSTED  
 GB1962  ___________________________________________________________________
 GB1962  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB1962  DYNAMIC HT  -         272.714 (meters)     894.73  (feet)  COMP
 GB1962  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 GB1962
 GB1962  VERT ORDER  -  SECOND    CLASS 0
 GB1962
 GB1962.The horizontal coordinates were scaled from a topographic map and have
 GB1962.an estimated accuracy of +/- 6 seconds.
 GB1962
 GB1962.The orthometric height was determined by differential leveling
 GB1962.and adjusted by the National Geodetic Survey in June 1991..
 GB1962
 GB1962.The geoid height was determined by GEOID03.
 GB1962
 GB1962.The dynamic height is computed by dividing the NAVD 88
 GB1962.geopotential number by the normal gravity value computed on the
 GB1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1962.degrees latitude (g = 980.6199 gals.).
 GB1962
 GB1962.The modeled gravity was interpolated from observed gravity values.
 GB1962
 GB1962;                    North         East    Units  Estimated Accuracy
 GB1962;SPC KY1Z     - 1,035,520.    1,510,880.      MT  (+/- 180 meters Scaled)
 GB1962
 GB1962                          SUPERSEDED SURVEY CONTROL
 GB1962
 GB1962  NGVD 29 (??/??/92)  273.06   (m)          895.9    (f) COMPUTED    2 0
 GB1962
 GB1962.Superseded values are not recommended for survey control.
 GB1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1962.See file dsdata.txt to determine how the superseded data were derived.
 GB1962
 GB1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF226572(NAD 83)
 GB1962_MARKER: DD = SURVEY DISK
 GB1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1962_STAMPING: P T STA NO 36M 1926
 GB1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1962+STABILITY: SURFACE MOTION
 GB1962
 GB1962  HISTORY     - Date     Condition        Report By
 GB1962  HISTORY     - 1926     MONUMENTED       USGS
 GB1962  HISTORY     - 1951     GOOD             NGS
 GB1962
 GB1962                          STATION DESCRIPTION
 GB1962
 GB1962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1962'AT HESTAND.
 GB1962'AT HESTAND, ALONG STATE HIGHWAY 163, ABOUT 0.1 MILE WEST OF THE
 GB1962'JUNCTION OF STATE HIGHWAY 216 LEADING EAST TO VERNON, 66 FEET
 GB1962'SOUTH OF CENTER LINE OF HIGHWAY, 111 FEET EAST OF NORTHEAST PORCH
 GB1962'CORNER OF BUILDING HOUSING A STORE AND POST OFFICE, 30 FEET SOUTHEAST
 GB1962'OF CENTER LINE OF A BLACK TOP DRIVE TO STORE AND POST OFFICE, 96
 GB1962'FEET NORTH OF NORTHEAST PORCH CORNER OF A 2-STORY HOUSE, ABOUT
 GB1962'1 FOOT ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB1962'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0850 ***********************************************************************
 HA0850  DESIGNATION -  362
 HA0850  PID         -  HA0850
 HA0850  STATE/COUNTY-  KY/WEBSTER
 HA0850  USGS QUAD   -  BLACKFORD (1954)
 HA0850
 HA0850                         *CURRENT SURVEY CONTROL
 HA0850  ___________________________________________________________________
 HA0850* NAD 83(1986)-  37 26 49.     (N)    087 56 18.     (W)     SCALED    
 HA0850* NAVD 88     -       110.695  (meters)     363.17   (feet)  ADJUSTED  
 HA0850  ___________________________________________________________________
 HA0850  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 HA0850  DYNAMIC HT  -         110.615 (meters)     362.91  (feet)  COMP
 HA0850  MODELED GRAV-     979,905.6   (mgal)                       NAVD 88
 HA0850
 HA0850  VERT ORDER  -  FIRST     CLASS II
 HA0850
 HA0850.The horizontal coordinates were scaled from a topographic map and have
 HA0850.an estimated accuracy of +/- 6 seconds.
 HA0850
 HA0850.The orthometric height was determined by differential leveling
 HA0850.and adjusted by the National Geodetic Survey in June 1991..
 HA0850
 HA0850.The geoid height was determined by GEOID03.
 HA0850
 HA0850.The dynamic height is computed by dividing the NAVD 88
 HA0850.geopotential number by the normal gravity value computed on the
 HA0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0850.degrees latitude (g = 980.6199 gals.).
 HA0850
 HA0850.The modeled gravity was interpolated from observed gravity values.
 HA0850
 HA0850;                    North         East    Units  Estimated Accuracy
 HA0850;SPC KY1Z     - 1,125,860.    1,306,390.      MT  (+/- 180 meters Scaled)
 HA0850
 HA0850                          SUPERSEDED SURVEY CONTROL
 HA0850
 HA0850  NGVD 29 (??/??/92)  110.791  (m)          363.49   (f) ADJ UNCH    1 2
 HA0850
 HA0850.Superseded values are not recommended for survey control.
 HA0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0850.See file dsdata.txt to determine how the superseded data were derived.
 HA0850
 HA0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG170448(NAD 83)
 HA0850_MARKER: DD = SURVEY DISK
 HA0850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0850_SP_SET: BRIDGE
 HA0850_STAMPING: 363.499
 HA0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0850
 HA0850  HISTORY     - Date     Condition        Report By
 HA0850  HISTORY     - UNK      MONUMENTED       CGS
 HA0850  HISTORY     - 1935     GOOD             NGS
 HA0850
 HA0850                          STATION DESCRIPTION
 HA0850
 HA0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0850'AT BLACKFORD.
 HA0850'ON THE BLACKFORD TO PROVIDENCE BRANCH OF THE ICRR ON THE
 HA0850'RAILROAD BRIDGE OVER TRADE WATER RIVER ON THE NW END OF THE
 HA0850'FIRST PIER FROM THE NE END OF BRIDGE.  TEN FEET 9 INCHES NW OF
 HA0850'NORTHWEST RAIL, 5 FEET BELOW BASE OF RAIL.  IN TOP OF PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0851 ***********************************************************************
 HA0851  DESIGNATION -  362 RESET
 HA0851  PID         -  HA0851
 HA0851  STATE/COUNTY-  KY/WEBSTER
 HA0851  USGS QUAD   -  BLACKFORD (1954)
 HA0851
 HA0851                         *CURRENT SURVEY CONTROL
 HA0851  ___________________________________________________________________
 HA0851* NAD 83(1986)-  37 26 48.     (N)    087 56 18.     (W)     SCALED    
 HA0851* NAVD 88     -       110.686  (meters)     363.14   (feet)  ADJUSTED  
 HA0851  ___________________________________________________________________
 HA0851  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 HA0851  DYNAMIC HT  -         110.606 (meters)     362.88  (feet)  COMP
 HA0851  MODELED GRAV-     979,905.6   (mgal)                       NAVD 88
 HA0851
 HA0851  VERT ORDER  -  FIRST     CLASS II
 HA0851
 HA0851.The horizontal coordinates were scaled from a topographic map and have
 HA0851.an estimated accuracy of +/- 6 seconds.
 HA0851
 HA0851.The orthometric height was determined by differential leveling
 HA0851.and adjusted by the National Geodetic Survey in June 1991..
 HA0851
 HA0851.The geoid height was determined by GEOID03.
 HA0851
 HA0851.The dynamic height is computed by dividing the NAVD 88
 HA0851.geopotential number by the normal gravity value computed on the
 HA0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0851.degrees latitude (g = 980.6199 gals.).
 HA0851
 HA0851.The modeled gravity was interpolated from observed gravity values.
 HA0851
 HA0851;                    North         East    Units  Estimated Accuracy
 HA0851;SPC KY1Z     - 1,125,830.    1,306,390.      MT  (+/- 180 meters Scaled)
 HA0851
 HA0851                          SUPERSEDED SURVEY CONTROL
 HA0851
 HA0851  NGVD 29 (??/??/92)  110.78   (m)          363.5    (f) COMPUTED    1 2
 HA0851
 HA0851.Superseded values are not recommended for survey control.
 HA0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0851.See file dsdata.txt to determine how the superseded data were derived.
 HA0851
 HA0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG170448(NAD 83)
 HA0851_MARKER: DD = SURVEY DISK
 HA0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0851_SP_SET: BRIDGE
 HA0851_STAMPING: 363.499
 HA0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0851
 HA0851  HISTORY     - Date     Condition        Report By
 HA0851  HISTORY     - UNK      MONUMENTED       USGS
 HA0851  HISTORY     - 1949     GOOD             NGS
 HA0851
 HA0851                          STATION DESCRIPTION
 HA0851
 HA0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HA0851'0.2 MI SW FROM BLACKFORD.
 HA0851'0.2 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0851'STATION AT BLACKFORD, WEBSTER COUNTY, AT THE BRIDGE OVER
 HA0851'TRADEWATER RIVER, IN THE TOP OF THE NORTHWEST END OF THE FIRST
 HA0851'PIER FROM THE NORTHEAST END OF THE BRIDGE, 10.8 FEET NORTHWEST
 HA0851'OF THE NORTHWEST RAIL, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 HA0851'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 363.499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3707 ***********************************************************************
 DH3707  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3707  DESIGNATION -  3630E07
 DH3707  PID         -  DH3707
 DH3707  STATE/COUNTY-  KY/FULTON
 DH3707  USGS QUAD   -  BONDURANT (1982)
 DH3707
 DH3707                         *CURRENT SURVEY CONTROL
 DH3707  ___________________________________________________________________
 DH3707* NAD 83(1993)-  36 30 22.51885(N)    089 20 10.31987(W)     ADJUSTED  
 DH3707* NAVD 88     -        87.10   (meters)     285.8    (feet)  GPS OBS   
 DH3707  ___________________________________________________________________
 DH3707  X           -      59,465.009 (meters)                     COMP
 DH3707  Y           -  -5,132,481.819 (meters)                     COMP
 DH3707  Z           -   3,773,527.490 (meters)                     COMP
 DH3707  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DH3707  ELLIP HEIGHT-          58.80  (meters)          (05/31/05) GPS OBS
 DH3707  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DH3707
 DH3707  HORZ ORDER  -  FIRST
 DH3707  ELLP ORDER  -  FOURTH    CLASS II
 DH3707
 DH3707.The horizontal coordinates were established by GPS observations
 DH3707.and adjusted by the National Geodetic Survey in May 2005..
 DH3707
 DH3707.The orthometric height was determined by GPS observations and a
 DH3707.high-resolution geoid model using precise GPS observation and
 DH3707.processing techniques.
 DH3707
 DH3707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3707
 DH3707.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3707
 DH3707.The ellipsoidal height was determined by GPS observations
 DH3707.and is referenced to NAD 83.
 DH3707
 DH3707.The geoid height was determined by GEOID03.
 DH3707
 DH3707;                    North         East     Units Scale Factor Converg.
 DH3707;SPC KY1Z     - 1,025,366.176 1,178,752.938   MT  1.00018796   -2 12 06.4
 DH3707;SPC KY1Z     - 3,364,055.53  3,867,291.93   sFT  1.00018796   -2 12 06.4
 DH3707;SPC KY S     -   525,287.016   178,795.661   MT  1.00004897   -2 10 29.6
 DH3707;SPC KY S     - 1,723,379.15    586,598.76   sFT  1.00004897   -2 10 29.6
 DH3707;UTM  16      - 4,042,640.278   290,780.735   MT  1.00013933   -1 23 25.2
 DH3707
 DH3707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3707!SPC KY1Z     -   0.99999077  x   1.00018796  =   1.00017873
 DH3707!SPC KY S     -   0.99999077  x   1.00004897  =   1.00003974
 DH3707!UTM  16      -   0.99999077  x   1.00013933  =   1.00013010
 DH3707
 DH3707                          SUPERSEDED SURVEY CONTROL
 DH3707
 DH3707.No superseded survey control is available for this station.
 DH3707
 DH3707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9078142640(NAD 83)
 DH3707_MARKER: DD = SURVEY DISK
 DH3707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3707_STAMPING: 3630E07 2003
 DH3707_MARK LOGO: USACE 
 DH3707_PROJECTION: RECESSED 15 CENTIMETERS
 DH3707_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3707+STABILITY: SURFACE MOTION
 DH3707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3707+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 DH3707
 DH3707  HISTORY     - Date     Condition        Report By
 DH3707  HISTORY     - 20030430 MONUMENTED       USACE
 DH3707  HISTORY     - 20030710 GOOD             EMCINC
 DH3707
 DH3707                          STATION DESCRIPTION
 DH3707
 DH3707'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3707'TO REACH MARK FROM THE KENTUCKY-TENNESSEE STATE LINE AT TENNESSEE
 DH3707'STATE HIGHWAY 78  AND KENTUCKY STATE HIGHWAY 94, APPROXIMATELY 10.0
 DH3707'MILES WEST, SOUTHWEST OF HICKMAN,  KENTUCKY, PROCEED NORTHEAST ALONG
 DH3707'KENTUCKY STATE HIGHWAY 94 FOR 1.4 MILES TO ITS Y  INTERSECTION WITH
 DH3707'HIGHWAY 1282 TO THE RIGHT. BEAR RIGHT AND PROCEED ALONG HIGHWAY  1282
 DH3707'FOR 150.0 FEET TO ITS JUNCTION WITH A GRAVEL ROAD ON THE RIGHT. TURN
 DH3707'RIGHT AND  PROCEED SOUTH THEN EAST ALONG GRAVEL ROAD FOR 0.35 MILES TO
 DH3707'ITS JUNCTION WITH A GRAVEL  ROAD ON THE RIGHT. TURN RIGHT AND PROCEED
 DH3707'SOUTH ALONG GRAVEL ROAD FOR 0.7 MILES TO A  LARGE CLEARING AT THE END
 DH3707'OF GRAVEL ROAD AND THE MARK ON THE LEFT. MARK IS LOCATED  339.0 FEET
 DH3707'SOUTH OF A SMALL WOODEN SHED, 206.0 FEET NORTH OF A BLAZED 24-INCH
 DH3707'CYPRESS  TREE, 126.0 FEET SOUTHEAST OF A BLAZED 16-INCH CYPRESS TREE
 DH3707'AND 2.0 FEET WEST OF A  CARSONITE WITNESS POST. A MEMPHIS CORPS OF
 DH3707'ENGINEERS ALUMINUM MAGNETIZED DISK  ATTACHED TO A 7-FOOT ALUMINUM ROD
 DH3707'UNDER AN ACCESS COVER. DISK AND ACCESS COVER  STAMPED 3630E07 2003.
 DH3707'DISK IS RECESSED 15 CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3709 ***********************************************************************
 DH3709  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3709  DESIGNATION -  3630E09
 DH3709  PID         -  DH3709
 DH3709  STATE/COUNTY-  KY/FULTON
 DH3709  USGS QUAD   -  HICKMAN (1983)
 DH3709
 DH3709                         *CURRENT SURVEY CONTROL
 DH3709  ___________________________________________________________________
 DH3709* NAD 83(1993)-  36 30 17.58229(N)    089 10 08.49014(W)     ADJUSTED  
 DH3709* NAVD 88     -       109.97   (meters)     360.8    (feet)  GPS OBS   
 DH3709  ___________________________________________________________________
 DH3709  X           -      74,441.629 (meters)                     COMP
 DH3709  Y           -  -5,132,395.477 (meters)                     COMP
 DH3709  Z           -   3,773,418.865 (meters)                     COMP
 DH3709  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DH3709  ELLIP HEIGHT-          81.81  (meters)          (05/31/05) GPS OBS
 DH3709  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DH3709
 DH3709  HORZ ORDER  -  FIRST
 DH3709  ELLP ORDER  -  FOURTH    CLASS II
 DH3709
 DH3709.The horizontal coordinates were established by GPS observations
 DH3709.and adjusted by the National Geodetic Survey in May 2005..
 DH3709
 DH3709.The orthometric height was determined by GPS observations and a
 DH3709.high-resolution geoid model using precise GPS observation and
 DH3709.processing techniques.
 DH3709
 DH3709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3709
 DH3709.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3709
 DH3709.The ellipsoidal height was determined by GPS observations
 DH3709.and is referenced to NAD 83.
 DH3709
 DH3709.The geoid height was determined by GEOID03.
 DH3709
 DH3709;                    North         East     Units Scale Factor Converg.
 DH3709;SPC KY1Z     - 1,024,652.012 1,193,715.808   MT  1.00018853   -2 05 56.9
 DH3709;SPC KY1Z     - 3,361,712.48  3,916,382.61   sFT  1.00018853   -2 05 56.9
 DH3709;SPC KY S     -   524,579.810   193,756.775   MT  1.00004931   -2 04 24.6
 DH3709;SPC KY S     - 1,721,058.93    635,683.69   sFT  1.00004931   -2 04 24.6
 DH3709;UTM  16      - 4,042,137.737   305,750.909   MT  1.00006490   -1 17 26.7
 DH3709
 DH3709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3709!SPC KY1Z     -   0.99998716  x   1.00018853  =   1.00017569
 DH3709!SPC KY S     -   0.99998716  x   1.00004931  =   1.00003647
 DH3709!UTM  16      -   0.99998716  x   1.00006490  =   1.00005206
 DH3709
 DH3709                          SUPERSEDED SURVEY CONTROL
 DH3709
 DH3709.No superseded survey control is available for this station.
 DH3709
 DH3709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0575142138(NAD 83)
 DH3709_MARKER: DD = SURVEY DISK
 DH3709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3709_STAMPING: 3630E09 2003
 DH3709_MARK LOGO: USACE 
 DH3709_PROJECTION: RECESSED 10 CENTIMETERS
 DH3709_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3709+STABILITY: SURFACE MOTION
 DH3709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3709+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 DH3709
 DH3709  HISTORY     - Date     Condition        Report By
 DH3709  HISTORY     - 20030430 MONUMENTED       USACE
 DH3709  HISTORY     - 20030714 GOOD             EMC
 DH3709
 DH3709                          STATION DESCRIPTION
 DH3709
 DH3709'DESCRIBED BY EMC ENGINEERING SERV INC 2003 (MG)
 DH3709'TO REACH MARK FROM THE T-INTERSECTION OF KENTUCKY STATE HIGHWAY 94 AND
 DH3709'KENTUCKY  STATE HIGHWAY 125 AT THE HICKMAN, KENTUCKY POLICE AND FIRE
 DH3709'DEPARTMENT IN THE NORTH  CENTRAL PART OF THE CITY OF HICKMAN,
 DH3709'KENTUCKY, PROCEED SOUTH ALONG HIGHWAY 125 FOR 0.25  MILES TO ITS
 DH3709'Y-INTERSECTION WITH HIGHWAY 1463. PROCEED SOUTH ALONG HIGHWAY 1463 FOR
 DH3709'4.8  MILES TO ITS T-INTERSECTION WITH HIGHWAY 116 (STATE LINE ROAD)
 DH3709'AND THE MARK ON THE LEFT.  MARK IS LOCATED 33.0 FEET EAST OF THE
 DH3709'CENTERLINE OF HIGHWAY 1463, 38.4 FEET NORTH OF THE  CENTERLINE OF
 DH3709'HIGHWAY 116 AND 7.2 FEET NORTHEAST OF TELEPHONE JUNCTION BOX PED 47. A
 DH3709'MEMPHIS CORPS OF ENGINEERS ALUMINUM MAGNETIZED DISK ATTACHED TO A
 DH3709'7-FOOT ALUMINUM  ROD UNDER AN ACCESS COVER. DISK AND ACCESS COVER
 DH3709'STAMPED 3630E09 2003. DISK IS RECESSED  10 CENTIMETERS UNDER ACCESS
 DH3709'COVER. MARK IS 1.0 FEET WEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1479 ***********************************************************************
 HZ1479  DESIGNATION -  37
 HZ1479  PID         -  HZ1479
 HZ1479  STATE/COUNTY-  KY/JEFFERSON
 HZ1479  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1479
 HZ1479                         *CURRENT SURVEY CONTROL
 HZ1479  ___________________________________________________________________
 HZ1479* NAD 83(1986)-  38 13 57.     (N)    085 45 34.     (W)     SCALED    
 HZ1479* NAVD 88     -       138.829  (meters)     455.47   (feet)  ADJUSTED  
 HZ1479  ___________________________________________________________________
 HZ1479  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ1479  DYNAMIC HT  -         138.736 (meters)     455.17  (feet)  COMP
 HZ1479  MODELED GRAV-     979,952.2   (mgal)                       NAVD 88
 HZ1479
 HZ1479  VERT ORDER  -  FIRST     CLASS II
 HZ1479
 HZ1479.The horizontal coordinates were scaled from a topographic map and have
 HZ1479.an estimated accuracy of +/- 6 seconds.
 HZ1479
 HZ1479.The orthometric height was determined by differential leveling
 HZ1479.and adjusted by the National Geodetic Survey in June 1991..
 HZ1479
 HZ1479.The geoid height was determined by GEOID03.
 HZ1479
 HZ1479.The dynamic height is computed by dividing the NAVD 88
 HZ1479.geopotential number by the normal gravity value computed on the
 HZ1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1479.degrees latitude (g = 980.6199 gals.).
 HZ1479
 HZ1479.The modeled gravity was interpolated from observed gravity values.
 HZ1479
 HZ1479;                    North         East    Units  Estimated Accuracy
 HZ1479;SPC KY1Z     - 1,210,780.    1,499,170.      MT  (+/- 180 meters Scaled)
 HZ1479
 HZ1479                          SUPERSEDED SURVEY CONTROL
 HZ1479
 HZ1479  NGVD 29 (??/??/92)  138.973  (m)          455.95   (f) ADJ UNCH    1 2
 HZ1479
 HZ1479.Superseded values are not recommended for survey control.
 HZ1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1479.See file dsdata.txt to determine how the superseded data were derived.
 HZ1479
 HZ1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH085323(NAD 83)
 HZ1479_MARKER: DD = SURVEY DISK
 HZ1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1479_STAMPING: 37 460
 HZ1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1479+STABILITY: SURFACE MOTION
 HZ1479
 HZ1479  HISTORY     - Date     Condition        Report By
 HZ1479  HISTORY     - UNK      MONUMENTED       KY2090
 HZ1479  HISTORY     - 1954     GOOD             NGS
 HZ1479
 HZ1479                          STATION DESCRIPTION
 HZ1479
 HZ1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1479'AT LOUISVILLE.
 HZ1479'AT LOUISVILLE, AT THE SOUTHWEST CORNER OF INTERSECTION OF SOUTH
 HZ1479'THIRD STREET AND ORMSBY AVENUE, 7 FEET SOUTH OF SOUTH CURB OF
 HZ1479'ORMSBY AVENUE, 7 FEET WEST OF WEST CURB OF SOUTH THIRD STREET,
 HZ1479'AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0112 ***********************************************************************
 GZ0112  DESIGNATION -  37 WR
 GZ0112  PID         -  GZ0112
 GZ0112  STATE/COUNTY-  KY/FAYETTE
 GZ0112  USGS QUAD   -  FORD (1993)
 GZ0112
 GZ0112                         *CURRENT SURVEY CONTROL
 GZ0112  ___________________________________________________________________
 GZ0112* NAD 83(1986)-  37 57 07.     (N)    084 21 51.     (W)     SCALED    
 GZ0112* NAVD 88     -       277.288  (meters)     909.74   (feet)  ADJUSTED  
 GZ0112  ___________________________________________________________________
 GZ0112  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 GZ0112  DYNAMIC HT  -         277.088 (meters)     909.08  (feet)  COMP
 GZ0112  MODELED GRAV-     979,900.0   (mgal)                       NAVD 88
 GZ0112
 GZ0112  VERT ORDER  -  SECOND    CLASS 0
 GZ0112
 GZ0112.The horizontal coordinates were scaled from a topographic map and have
 GZ0112.an estimated accuracy of +/- 6 seconds.
 GZ0112
 GZ0112.The orthometric height was determined by differential leveling
 GZ0112.and adjusted by the National Geodetic Survey in June 1991..
 GZ0112
 GZ0112.The geoid height was determined by GEOID03.
 GZ0112
 GZ0112.The dynamic height is computed by dividing the NAVD 88
 GZ0112.geopotential number by the normal gravity value computed on the
 GZ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0112.degrees latitude (g = 980.6199 gals.).
 GZ0112
 GZ0112.The modeled gravity was interpolated from observed gravity values.
 GZ0112
 GZ0112;                    North         East    Units  Estimated Accuracy
 GZ0112;SPC KY1Z     - 1,180,540.    1,621,790.      MT  (+/- 180 meters Scaled)
 GZ0112
 GZ0112                          SUPERSEDED SURVEY CONTROL
 GZ0112
 GZ0112  NGVD 29 (??/??/92)  277.445  (m)          910.25   (f) ADJ UNCH    2 0
 GZ0112
 GZ0112.Superseded values are not recommended for survey control.
 GZ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0112.See file dsdata.txt to determine how the superseded data were derived.
 GZ0112
 GZ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH315037(NAD 83)
 GZ0112_MARKER: DD = SURVEY DISK
 GZ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0112_STAMPING: 37 WR 1950 910
 GZ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0112+STABILITY: SURFACE MOTION
 GZ0112
 GZ0112  HISTORY     - Date     Condition        Report By
 GZ0112  HISTORY     - 1950     MONUMENTED       USGS
 GZ0112  HISTORY     - 1960     GOOD             PAS
 GZ0112
 GZ0112                          STATION DESCRIPTION
 GZ0112
 GZ0112'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0112'0.2 MI N FROM ATHENS.
 GZ0112'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0112'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 0.2 MILE NORTH
 GZ0112'ALONG CLEVELAND ROAD, AT THE BOONES CREEK BAPTIST CHURCH, ABOUT
 GZ0112'192 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF CHURCH, ABOUT
 GZ0112'133 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A CONCRETE BRIDGE
 GZ0112'OVER STREAM, 83.3 FEET EAST OF A 36 INCH MAPLE TREE, 32 FEET
 GZ0112'WEST OF CENTER OF ROAD, 28.5 FEET NORTH OF CENTER OF DRIVE AND
 GZ0112'ABOUT 2 FEET HIGHER THAN ROAD.  A STANDARD U.S.G.S. DISK SET IN
 GZ0112'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES AND STAMPED 37
 GZ0112'WR 1950 910.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0113 ***********************************************************************
 GZ0113  DESIGNATION -  37 WR RM
 GZ0113  PID         -  GZ0113
 GZ0113  STATE/COUNTY-  KY/FAYETTE
 GZ0113  USGS QUAD   -  FORD (1993)
 GZ0113
 GZ0113                         *CURRENT SURVEY CONTROL
 GZ0113  ___________________________________________________________________
 GZ0113* NAD 83(1986)-  37 57 07.     (N)    084 21 51.     (W)     SCALED    
 GZ0113* NAVD 88     -       277.01   (+/-2cm)     908.8    (feet)  VERTCON   
 GZ0113  ___________________________________________________________________
 GZ0113  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 GZ0113
 GZ0113  VERT ORDER  -  ? (See Below)
 GZ0113
 GZ0113.The horizontal coordinates were scaled from a topographic map and have
 GZ0113.an estimated accuracy of +/- 6 seconds.
 GZ0113
 GZ0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ0113.The vertical order pertains to the NGVD 29 superseded value.
 GZ0113
 GZ0113.The geoid height was determined by GEOID03.
 GZ0113
 GZ0113;                    North         East    Units  Estimated Accuracy
 GZ0113;SPC KY1Z     - 1,180,540.    1,621,790.      MT  (+/- 180 meters Scaled)
 GZ0113
 GZ0113                          SUPERSEDED SURVEY CONTROL
 GZ0113
 GZ0113  NGVD 29 (??/??/92)  277.171  (m)          909.35   (f) ADJ UNCH    ?  
 GZ0113
 GZ0113.Superseded values are not recommended for survey control.
 GZ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0113.See file dsdata.txt to determine how the superseded data were derived.
 GZ0113
 GZ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH315037(NAD 83)
 GZ0113_MARKER: Q = CHISELED SQUARE
 GZ0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0113_SP_SET: CULVERT
 GZ0113_STAMPING: 37 WR RM
 GZ0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0113
 GZ0113  HISTORY     - Date     Condition        Report By
 GZ0113  HISTORY     - UNK      MONUMENTED       USGS
 GZ0113  HISTORY     - 1960     GOOD             PAS
 GZ0113
 GZ0113                          STATION DESCRIPTION
 GZ0113
 GZ0113'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0113'0.2 MI N FROM ATHENS.
 GZ0113'ABOUT 0.2 MILES SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0113'THE ELEMENTARY SCHOOL IN ATHENS, THENCE 0.2 MILES NORTH ALONG
 GZ0113'CLEVELAND ROAD, AT THE BOONES CREEK BAPTIST CHURCH.  CHISELED
 GZ0113'SQUARE ON U-SHAPED CONCRETE HEADWALL EAST OF BM 37 WR (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0841 ***********************************************************************
 HA0841  DESIGNATION -  376
 HA0841  PID         -  HA0841
 HA0841  STATE/COUNTY-  KY/WEBSTER
 HA0841  USGS QUAD   -  PROVIDENCE (1954)
 HA0841
 HA0841                         *CURRENT SURVEY CONTROL
 HA0841  ___________________________________________________________________
 HA0841* NAD 83(1986)-  37 29 21.     (N)    087 51 49.     (W)     SCALED    
 HA0841* NAVD 88     -       114.023  (meters)     374.09   (feet)  ADJUSTED  
 HA0841  ___________________________________________________________________
 HA0841  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 HA0841  DYNAMIC HT  -         113.941 (meters)     373.82  (feet)  COMP
 HA0841  MODELED GRAV-     979,906.6   (mgal)                       NAVD 88
 HA0841
 HA0841  VERT ORDER  -  SECOND    CLASS 0
 HA0841
 HA0841.The horizontal coordinates were scaled from a topographic map and have
 HA0841.an estimated accuracy of +/- 6 seconds.
 HA0841
 HA0841.The orthometric height was determined by differential leveling
 HA0841.and adjusted by the National Geodetic Survey in June 1991..
 HA0841
 HA0841.The geoid height was determined by GEOID03.
 HA0841
 HA0841.The dynamic height is computed by dividing the NAVD 88
 HA0841.geopotential number by the normal gravity value computed on the
 HA0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0841.degrees latitude (g = 980.6199 gals.).
 HA0841
 HA0841.The modeled gravity was interpolated from observed gravity values.
 HA0841
 HA0841;                    North         East    Units  Estimated Accuracy
 HA0841;SPC KY1Z     - 1,130,390.    1,313,110.      MT  (+/- 180 meters Scaled)
 HA0841
 HA0841                          SUPERSEDED SURVEY CONTROL
 HA0841
 HA0841  NGVD 29 (??/??/92)  114.119  (m)          374.41   (f) ADJ UNCH    2 0
 HA0841
 HA0841.Superseded values are not recommended for survey control.
 HA0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0841.See file dsdata.txt to determine how the superseded data were derived.
 HA0841
 HA0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG236494(NAD 83)
 HA0841_MARKER: DD = SURVEY DISK
 HA0841_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0841_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0841_STAMPING: 376
 HA0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0841
 HA0841  HISTORY     - Date     Condition        Report By
 HA0841  HISTORY     - UNK      MONUMENTED       USGS
 HA0841  HISTORY     - 1935     GOOD             NGS
 HA0841
 HA0841                          STATION DESCRIPTION
 HA0841
 HA0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0841'AT WHEATCROFT.
 HA0841'AT WHEATCROFT, WEBSTER COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 HA0841'74 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHARLIE
 HA0841'THRELKELD STORE, 84.9 FEET SOUTH OF THE SOUTH RAIL, IN THE
 HA0841'SOUTHEAST ANGLE OF THE INTERSECTION OF MAIN STREET AND BROADWAY,
 HA0841'42 FEET EAST OF THE CENTERLINE OF MAIN STREET, 8 FEET SOUTH OF
 HA0841'THE CENTERLINE OF BROADWAY, AND LEVEL WITH THE STREET.  A UNITED
 HA0841'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 376 AND RIVETED
 HA0841'ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- THE BRONZE CAP HAD
 HA0841'BEEN REMOVED.  THE HIGHEST POINT ON THE TOP OF THE PIPE WAS USED
 HA0841'AS THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0073 ***********************************************************************
 HB0073  DESIGNATION -  377 USGS
 HB0073  PID         -  HB0073
 HB0073  STATE/COUNTY-  KY/UNION
 HB0073  USGS QUAD   -  GROVE CENTER (1959)
 HB0073
 HB0073                         *CURRENT SURVEY CONTROL
 HB0073  ___________________________________________________________________
 HB0073* NAD 83(1986)-  37 39 22.     (N)    088 05 16.     (W)     SCALED    
 HB0073* NAVD 88     -       114.787  (meters)     376.60   (feet)  ADJUSTED  
 HB0073  ___________________________________________________________________
 HB0073  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HB0073  DYNAMIC HT  -         114.706 (meters)     376.33  (feet)  COMP
 HB0073  MODELED GRAV-     979,926.8   (mgal)                       NAVD 88
 HB0073
 HB0073  VERT ORDER  -  FIRST     CLASS II
 HB0073
 HB0073.The horizontal coordinates were scaled from a topographic map and have
 HB0073.an estimated accuracy of +/- 6 seconds.
 HB0073
 HB0073.The orthometric height was determined by differential leveling
 HB0073.and adjusted by the National Geodetic Survey in June 1991..
 HB0073
 HB0073.The geoid height was determined by GEOID03.
 HB0073
 HB0073.The dynamic height is computed by dividing the NAVD 88
 HB0073.geopotential number by the normal gravity value computed on the
 HB0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0073.degrees latitude (g = 980.6199 gals.).
 HB0073
 HB0073.The modeled gravity was interpolated from observed gravity values.
 HB0073
 HB0073;                    North         East    Units  Estimated Accuracy
 HB0073;SPC KY1Z     - 1,149,390.    1,293,750.      MT  (+/- 180 meters Scaled)
 HB0073
 HB0073                          SUPERSEDED SURVEY CONTROL
 HB0073
 HB0073  NGVD 29 (??/??/??)  114.885  (m)          376.92   (f) ADJUSTED    1 2
 HB0073
 HB0073.Superseded values are not recommended for survey control.
 HB0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0073.See file dsdata.txt to determine how the superseded data were derived.
 HB0073
 HB0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG040682(NAD 83)
 HB0073_MARKER: DD = SURVEY DISK
 HB0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0073_SP_SET: TREE
 HB0073_STAMPING: KY 376.970 KY 1906
 HB0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0073
 HB0073  HISTORY     - Date     Condition        Report By
 HB0073  HISTORY     - 1906     MONUMENTED       USGS
 HB0073  HISTORY     - 1949     GOOD             CGS
 HB0073
 HB0073                          STATION DESCRIPTION
 HB0073
 HB0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0073'3.6 MI SE FROM BLACKBURN.
 HB0073'ABOUT 2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM BLACKBURN,
 HB0073'THENCE ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 85, THENCE
 HB0073'ABOUT 0.35 MILE EAST ALONG A GRAVEL ROAD, AT THE JUNCTION OF AN OLD
 HB0073'ABANDONED ROAD LEADING SOUTH AND A CURVE IN THE GRAVEL ROAD WITH
 HB0073'TANGENTS EXTENDING WEST AND NORTH, MARK IS IN THE NORTH SIDE
 HB0073'OF A 12-INCH CATALPA TREE WITH TREE PARTICLLY GROWN AROUND
 HB0073'MARK, 50 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 32 FEET
 HB0073'SOUTH OF THE CENTER LINE OF THE ROAD WEST, 31 1/2 FEET SOUTHEAST
 HB0073'OF THE SOUTHEAST CORNER OF A STEEL AND WOODEN BRIDGE OVER A
 HB0073'SMALL STREAM, 15 FEET WEST OF THE CENTER LINE OF THE ABANDONED
 HB0073'ROAD SOUTH, ABOUT 1 1/2 FEET ABOVE THE ROAD JUNCTION AND
 HB0073'PROJECTING ABOUT 1 FOOT.  NOTE-- MARK IS SOLID BUT THE WEST SIDE OF
 HB0073'CAP IS SLIGHTLY HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0937 ***********************************************************************
 HA0937  DESIGNATION -  379
 HA0937  PID         -  HA0937
 HA0937  STATE/COUNTY-  KY/UNION
 HA0937  USGS QUAD   -  STURGIS (1969)
 HA0937
 HA0937                         *CURRENT SURVEY CONTROL
 HA0937  ___________________________________________________________________
 HA0937* NAD 83(1986)-  37 33 03.     (N)    087 59 04.     (W)     SCALED    
 HA0937* NAVD 88     -       115.378  (meters)     378.54   (feet)  ADJUSTED  
 HA0937  ___________________________________________________________________
 HA0937  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 HA0937  DYNAMIC HT  -         115.296 (meters)     378.27  (feet)  COMP
 HA0937  MODELED GRAV-     979,915.6   (mgal)                       NAVD 88
 HA0937
 HA0937  VERT ORDER  -  FIRST     CLASS II
 HA0937
 HA0937.The horizontal coordinates were scaled from a topographic map and have
 HA0937.an estimated accuracy of +/- 6 seconds.
 HA0937
 HA0937.The orthometric height was determined by differential leveling
 HA0937.and adjusted by the National Geodetic Survey in June 1991..
 HA0937.WARNING-Repeat measurements at this control monument indicate possible
 HA0937.vertical movement.
 HA0937
 HA0937.The geoid height was determined by GEOID03.
 HA0937
 HA0937.The dynamic height is computed by dividing the NAVD 88
 HA0937.geopotential number by the normal gravity value computed on the
 HA0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0937.degrees latitude (g = 980.6199 gals.).
 HA0937
 HA0937.The modeled gravity was interpolated from observed gravity values.
 HA0937
 HA0937;                    North         East    Units  Estimated Accuracy
 HA0937;SPC KY1Z     - 1,137,490.    1,302,590.      MT  (+/- 180 meters Scaled)
 HA0937
 HA0937                          SUPERSEDED SURVEY CONTROL
 HA0937
 HA0937  NGVD 29 (??/??/92)  115.472  (m)          378.84   (f) ADJ UNCH    1 2
 HA0937
 HA0937.Superseded values are not recommended for survey control.
 HA0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0937.See file dsdata.txt to determine how the superseded data were derived.
 HA0937
 HA0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG130564(NAD 83)
 HA0937_MARKER: DD = SURVEY DISK
 HA0937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0937_SP_SET: STEP
 HA0937_STAMPING: 379 378.812 ADJ 1909
 HA0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0937
 HA0937  HISTORY     - Date     Condition        Report By
 HA0937  HISTORY     - 1909     MONUMENTED       USGS
 HA0937  HISTORY     - 1949     GOOD             NGS
 HA0937  HISTORY     - 1985     MARK NOT FOUND   NGS
 HA0937
 HA0937                          STATION DESCRIPTION
 HA0937
 HA0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HA0937'AT STURGIS.
 HA0937'AT STURGIS, AT THE SOUTH ONE OF TWO WEST ENTRANCES TO THE FIRST
 HA0937'CHRISTIAN CHURCH AT THE INTERSECTION OF ADAMS AND SEVENTH STREETS,
 HA0937'SET IN THE TOP OF THE FIRST STEP OF THE SOUTH BANISTER OF THE
 HA0937'ENTRANCE STEPS AND ABOUT 3 1/2 FEET ABOVE THE GROUND.
 HA0937
 HA0937                          STATION RECOVERY (1985)
 HA0937
 HA0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA0937'THE IMPRINT OF THE DISK AND STEM IS ALL THAT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0631 ***********************************************************************
 HA0631  DESIGNATION -  379.54
 HA0631  PID         -  HA0631
 HA0631  STATE/COUNTY-  KY/DAVIESS
 HA0631  USGS QUAD   -  OWENSBORO WEST (1980)
 HA0631
 HA0631                         *CURRENT SURVEY CONTROL
 HA0631  ___________________________________________________________________
 HA0631* NAD 83(1986)-  37 50 17.     (N)    087 13 29.     (W)     SCALED    
 HA0631* NAVD 88     -       115.372  (meters)     378.52   (feet)  ADJUSTED  
 HA0631  ___________________________________________________________________
 HA0631  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HA0631  DYNAMIC HT  -         115.294 (meters)     378.26  (feet)  COMP
 HA0631  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 HA0631
 HA0631  VERT ORDER  -  FIRST     CLASS II
 HA0631
 HA0631.The horizontal coordinates were scaled from a topographic map and have
 HA0631.an estimated accuracy of +/- 6 seconds.
 HA0631
 HA0631.The orthometric height was determined by differential leveling
 HA0631.and adjusted by the National Geodetic Survey in June 1991..
 HA0631
 HA0631.The geoid height was determined by GEOID03.
 HA0631
 HA0631.The dynamic height is computed by dividing the NAVD 88
 HA0631.geopotential number by the normal gravity value computed on the
 HA0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0631.degrees latitude (g = 980.6199 gals.).
 HA0631
 HA0631.The modeled gravity was interpolated from observed gravity values.
 HA0631
 HA0631;                    North         East    Units  Estimated Accuracy
 HA0631;SPC KY1Z     - 1,168,020.    1,370,210.      MT  (+/- 180 meters Scaled)
 HA0631
 HA0631                          SUPERSEDED SURVEY CONTROL
 HA0631
 HA0631  NGVD 29 (??/??/92)  115.472  (m)          378.84   (f) ADJ UNCH    1 2
 HA0631
 HA0631.Superseded values are not recommended for survey control.
 HA0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0631.See file dsdata.txt to determine how the superseded data were derived.
 HA0631
 HA0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG802878(NAD 83)
 HA0631_MARKER: DD = SURVEY DISK
 HA0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0631_STAMPING: 379.54
 HA0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0631+STABILITY: SURFACE MOTION
 HA0631
 HA0631  HISTORY     - Date     Condition        Report By
 HA0631  HISTORY     - UNK      MONUMENTED       DOD
 HA0631  HISTORY     - 1953     GOOD             NGS
 HA0631
 HA0631                          STATION DESCRIPTION
 HA0631
 HA0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0631'1.7 MI NE FROM STANLEY.
 HA0631'ABOUT 1.35 MILES NORTHEAST ALONG A BLACK TOP AND GRAVEL ROAD FROM
 HA0631'THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT STANLEY,
 HA0631'THENCE ABOUT 0.35 MILE SOUTHEAST ALONG A GRAVEL ROAD, 16 FEET
 HA0631'SOUTH OF CENTER LINE OF ROAD, 166 FEET WEST OF CENTER OF
 HA0631'JUNCTION OF ROAD AND A DRIVE TO OHIO RIVER NAVIGATION LIGHT NO.
 HA0631'765.6, 35 1/2 FEET SOUTHEAST AND ACROSS ROAD FROM TELEPHONE POLE
 HA0631'NO. 46, 104 1/2 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF AN
 HA0631'ABANDONED RECTANGULAR SHAPED CONCRETE ENGINE BASE, 1 1/2 FEET
 HA0631'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL
 HA0631'OF ROAD AND SET IN THE TOP OF A CONCRETE POST ABOUT 10 INCHES
 HA0631'BELOW SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1270 ***********************************************************************
 GZ1270  DESIGNATION -  38
 GZ1270  PID         -  GZ1270
 GZ1270  STATE/COUNTY-  KY/MERCER
 GZ1270  USGS QUAD   -  HARRODSBURG (1987)
 GZ1270
 GZ1270                         *CURRENT SURVEY CONTROL
 GZ1270  ___________________________________________________________________
 GZ1270* NAD 83(1986)-  37 45 38.     (N)    084 45 49.     (W)     SCALED    
 GZ1270* NAVD 88     -       280.898  (meters)     921.58   (feet)  ADJUSTED  
 GZ1270  ___________________________________________________________________
 GZ1270  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GZ1270  DYNAMIC HT  -         280.683 (meters)     920.87  (feet)  COMP
 GZ1270  MODELED GRAV-     979,855.5   (mgal)                       NAVD 88
 GZ1270
 GZ1270  VERT ORDER  -  FIRST     CLASS II
 GZ1270
 GZ1270.The horizontal coordinates were scaled from a topographic map and have
 GZ1270.an estimated accuracy of +/- 6 seconds.
 GZ1270
 GZ1270.The orthometric height was determined by differential leveling
 GZ1270.and adjusted by the National Geodetic Survey in June 1991..
 GZ1270
 GZ1270.The geoid height was determined by GEOID03.
 GZ1270
 GZ1270.The dynamic height is computed by dividing the NAVD 88
 GZ1270.geopotential number by the normal gravity value computed on the
 GZ1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1270.degrees latitude (g = 980.6199 gals.).
 GZ1270
 GZ1270.The modeled gravity was interpolated from observed gravity values.
 GZ1270
 GZ1270;                    North         East    Units  Estimated Accuracy
 GZ1270;SPC KY1Z     - 1,158,860.    1,586,910.      MT  (+/- 180 meters Scaled)
 GZ1270
 GZ1270                          SUPERSEDED SURVEY CONTROL
 GZ1270
 GZ1270  NGVD 29 (??/??/92)  281.058  (m)          922.10   (f) ADJ UNCH    1 2
 GZ1270
 GZ1270.Superseded values are not recommended for survey control.
 GZ1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1270.See file dsdata.txt to determine how the superseded data were derived.
 GZ1270
 GZ1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG969816(NAD 83)
 GZ1270_MARKER: DD = SURVEY DISK
 GZ1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1270_STAMPING: 38 922.104
 GZ1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1270+STABILITY: SURFACE MOTION
 GZ1270
 GZ1270  HISTORY     - Date     Condition        Report By
 GZ1270  HISTORY     - UNK      MONUMENTED       KYGS
 GZ1270  HISTORY     - 1950     GOOD             NGS
 GZ1270  HISTORY     - 1958     GOOD             NGS
 GZ1270  HISTORY     - 1981     GOOD             KYDT
 GZ1270  HISTORY     - 1985     MARK NOT FOUND   NGS
 GZ1270
 GZ1270                          STATION DESCRIPTION
 GZ1270
 GZ1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1270'0.5 MI N FROM BURGIN.
 GZ1270'ABOUT 0.5 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ1270'AT BURGIN, ABOUT 0.35 MILE SOUTHWEST OF THE OVERPASS OF STATE
 GZ1270'HIGHWAY 33 OVER THE TRACKS, ON THE OUTSIDE OF A CURVE WITH
 GZ1270'TANGENTS EXTENDING SOUTH AND NORTHEAST, NEAR THE INTERSECTION
 GZ1270'OF THE EXTENDED TANGENTS, ON TOP OF A CUT AND BETWEEN THE
 GZ1270'TRACKS AND ABANDONED TRACK BED LEADING NORTH, ABOUT 65 FEET
 GZ1270'NORTHWEST OF THE MAIN TRACK, 1 1/2 FEET EAST OF THE RAILWAY
 GZ1270'R/W FENCE LINE, ABOUT 45 FEET EAST OF THE ABANDONED TRACK BED,
 GZ1270'ABOUT 20 FEET ABOVE THE TRACKS AND SET IN THE TOP OF A CONCRETE
 GZ1270'POST PROJECTING 6 INCHES.
 GZ1270
 GZ1270                          STATION RECOVERY (1958)
 GZ1270
 GZ1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1270'RECOVERED IN GOOD CONDITION.
 GZ1270
 GZ1270                          STATION RECOVERY (1981)
 GZ1270
 GZ1270'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1270'RECOVERED IN GOOD CONDITION.
 GZ1270
 GZ1270                          STATION RECOVERY (1985)
 GZ1270
 GZ1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1270'NOT RECOVERED, AREA HAS CHANGED AND NO SIGN OF THE MARK COULD BE
 GZ1270'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0947 ***********************************************************************
 HA0947  DESIGNATION -  384
 HA0947  PID         -  HA0947
 HA0947  STATE/COUNTY-  KY/WEBSTER
 HA0947  USGS QUAD   -  SEBREE (1969)
 HA0947
 HA0947                         *CURRENT SURVEY CONTROL
 HA0947  ___________________________________________________________________
 HA0947* NAD 83(1986)-  37 32 59.     (N)    087 31 27.     (W)     SCALED    
 HA0947* NAVD 88     -       116.914  (meters)     383.58   (feet)  ADJUSTED  
 HA0947  ___________________________________________________________________
 HA0947  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 HA0947  DYNAMIC HT  -         116.830 (meters)     383.30  (feet)  COMP
 HA0947  MODELED GRAV-     979,904.4   (mgal)                       NAVD 88
 HA0947
 HA0947  VERT ORDER  -  SECOND    CLASS 0
 HA0947
 HA0947.The horizontal coordinates were scaled from a topographic map and have
 HA0947.an estimated accuracy of +/- 6 seconds.
 HA0947
 HA0947.The orthometric height was determined by differential leveling
 HA0947.and adjusted by the National Geodetic Survey in June 1991..
 HA0947
 HA0947.The geoid height was determined by GEOID03.
 HA0947
 HA0947.The dynamic height is computed by dividing the NAVD 88
 HA0947.geopotential number by the normal gravity value computed on the
 HA0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0947.degrees latitude (g = 980.6199 gals.).
 HA0947
 HA0947.The modeled gravity was interpolated from observed gravity values.
 HA0947
 HA0947;                    North         East    Units  Estimated Accuracy
 HA0947;SPC KY1Z     - 1,136,490.    1,343,240.      MT  (+/- 180 meters Scaled)
 HA0947
 HA0947                          SUPERSEDED SURVEY CONTROL
 HA0947
 HA0947  NGVD 29 (??/??/92)  117.005  (m)          383.87   (f) ADJ UNCH    2 0
 HA0947
 HA0947.Superseded values are not recommended for survey control.
 HA0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0947.See file dsdata.txt to determine how the superseded data were derived.
 HA0947
 HA0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG536559(NAD 83)
 HA0947_MARKER: DD = SURVEY DISK
 HA0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0947_STAMPING: 384 1903
 HA0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0947+STABILITY: SURFACE MOTION
 HA0947
 HA0947  HISTORY     - Date     Condition        Report By
 HA0947  HISTORY     - 1903     MONUMENTED       USGS
 HA0947  HISTORY     - 1935     GOOD             NGS
 HA0947
 HA0947                          STATION DESCRIPTION
 HA0947
 HA0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0947'4.2 MI S FROM SEBREE.
 HA0947'4.2 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0947'FROM THE STATION AT SEBREE, WEBSTER COUNTY, 0.3 MILE NORTH OF
 HA0947'MILEPOST 292, 40 YARDS SOUTHWEST OF SIGNAL TOWER 2921, 39 FEET
 HA0947'NORTHWEST OF THE CENTER OF A ROAD CROSSING, 25 FEET NORTH OF
 HA0947'A POLE, 11.5 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 8.3
 HA0947'FEET SOUTH OF A WEST FENCE CORNER, AND ABOUT 5 FEET LOWER THAN
 HA0947'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HA0947'STAMPED 384 1903 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1002 ***********************************************************************
 HA1002  DESIGNATION -  388.880
 HA1002  PID         -  HA1002
 HA1002  STATE/COUNTY-  KY/HENDERSON
 HA1002  USGS QUAD   -  WILSON (1993)
 HA1002
 HA1002                         *CURRENT SURVEY CONTROL
 HA1002  ___________________________________________________________________
 HA1002* NAD 83(1986)-  37 48 19.     (N)    087 38 02.     (W)     SCALED    
 HA1002* NAVD 88     -       118.292  (meters)     388.10   (feet)  ADJUSTED  
 HA1002  ___________________________________________________________________
 HA1002  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HA1002  DYNAMIC HT  -         118.210 (meters)     387.83  (feet)  COMP
 HA1002  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 HA1002
 HA1002  VERT ORDER  -  FIRST     CLASS II
 HA1002
 HA1002.The horizontal coordinates were scaled from a topographic map and have
 HA1002.an estimated accuracy of +/- 6 seconds.
 HA1002
 HA1002.The orthometric height was determined by differential leveling
 HA1002.and adjusted by the National Geodetic Survey in June 1991..
 HA1002
 HA1002.The geoid height was determined by GEOID03.
 HA1002
 HA1002.The dynamic height is computed by dividing the NAVD 88
 HA1002.geopotential number by the normal gravity value computed on the
 HA1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1002.degrees latitude (g = 980.6199 gals.).
 HA1002
 HA1002.The modeled gravity was interpolated from observed gravity values.
 HA1002
 HA1002;                    North         East    Units  Estimated Accuracy
 HA1002;SPC KY1Z     - 1,165,030.    1,334,120.      MT  (+/- 180 meters Scaled)
 HA1002
 HA1002                          SUPERSEDED SURVEY CONTROL
 HA1002
 HA1002  NGVD 29 (??/??/92)  118.403  (m)          388.46   (f) ADJ UNCH    1 2
 HA1002
 HA1002.Superseded values are not recommended for survey control.
 HA1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1002.See file dsdata.txt to determine how the superseded data were derived.
 HA1002
 HA1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG441844(NAD 83)
 HA1002_MARKER: DB = BENCH MARK DISK
 HA1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1002_STAMPING: 00+50.00 388.880
 HA1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1002+STABILITY: SURFACE MOTION
 HA1002
 HA1002  HISTORY     - Date     Condition        Report By
 HA1002  HISTORY     - UNK      MONUMENTED       OROW
 HA1002  HISTORY     - 1953     GOOD             NGS
 HA1002  HISTORY     - 1964     GOOD             FAS
 HA1002  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 HA1002
 HA1002                          STATION DESCRIPTION
 HA1002
 HA1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA1002'3.4 MI SW FROM HENDERSON.
 HA1002'ABOUT 3.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE
 HA1002'INTERSECTION OF FIRST STREET AT HENDERSON, ABOUT 0.55 MILE
 HA1002'NORTHEAST OF JUNCTION OF STATE HIGHWAY 136, ABOUT 0.5 MILE
 HA1002'SOUTHWEST OF BRIDGE OVER CANOE CREEK, AT THE CROSSING OF A
 HA1002'RAILROAD SPUR TRACK LEADING TO SPENCER CHEMICAL COMPANY PLANT,
 HA1002'46 FEET NORTHEAST OF NORTHEAST RAIL OF RR SPUR, 66 FEET
 HA1002'NORTHWEST OF CENTER LINE OF HIGHWAY, 29 FEET WEST-NORTHWEST OF A
 HA1002'TELEPHONE CABLE POLE, ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY AND
 HA1002'SET IN THE TOP OF A PYRAMID-SHAPED CONCRETE POST PROJECTING
 HA1002'ABOUT 20 INCHES.
 HA1002
 HA1002                          STATION RECOVERY (1964)
 HA1002
 HA1002'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA1002'RECOVERED IN GOOD CONDITION.
 HA1002
 HA1002                          STATION RECOVERY (1979)
 HA1002
 HA1002'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HA1002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0667 ***********************************************************************
 HA0667  DESIGNATION -  395.46
 HA0667  PID         -  HA0667
 HA0667  STATE/COUNTY-  KY/DAVIESS
 HA0667  USGS QUAD   -  OWENSBORO EAST (1982)
 HA0667
 HA0667                         *CURRENT SURVEY CONTROL
 HA0667  ___________________________________________________________________
 HA0667* NAD 83(1986)-  37 46 26.     (N)    087 06 46.     (W)     SCALED    
 HA0667* NAVD 88     -       120.213  (meters)     394.40   (feet)  ADJUSTED  
 HA0667  ___________________________________________________________________
 HA0667  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HA0667  DYNAMIC HT  -         120.131 (meters)     394.13  (feet)  COMP
 HA0667  MODELED GRAV-     979,942.6   (mgal)                       NAVD 88
 HA0667
 HA0667  VERT ORDER  -  FIRST     CLASS II
 HA0667
 HA0667.The horizontal coordinates were scaled from a topographic map and have
 HA0667.an estimated accuracy of +/- 6 seconds.
 HA0667
 HA0667.The orthometric height was determined by differential leveling
 HA0667.and adjusted by the National Geodetic Survey in June 1991..
 HA0667
 HA0667.The geoid height was determined by GEOID03.
 HA0667
 HA0667.The dynamic height is computed by dividing the NAVD 88
 HA0667.geopotential number by the normal gravity value computed on the
 HA0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0667.degrees latitude (g = 980.6199 gals.).
 HA0667
 HA0667.The modeled gravity was interpolated from observed gravity values.
 HA0667
 HA0667;                    North         East    Units  Estimated Accuracy
 HA0667;SPC KY1Z     - 1,160,750.    1,379,950.      MT  (+/- 180 meters Scaled)
 HA0667
 HA0667                          SUPERSEDED SURVEY CONTROL
 HA0667
 HA0667  NGVD 29 (??/??/92)  120.314  (m)          394.73   (f) ADJ UNCH    1 2
 HA0667
 HA0667.Superseded values are not recommended for survey control.
 HA0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0667.See file dsdata.txt to determine how the superseded data were derived.
 HA0667
 HA0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG900807(NAD 83)
 HA0667_MARKER: DD = SURVEY DISK
 HA0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0667_STAMPING: 394
 HA0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0667+STABILITY: SURFACE MOTION
 HA0667
 HA0667  HISTORY     - Date     Condition        Report By
 HA0667  HISTORY     - UNK      MONUMENTED       USGS
 HA0667  HISTORY     - 1953     GOOD             NGS
 HA0667
 HA0667                          STATION DESCRIPTION
 HA0667
 HA0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0667'AT OWENSBORO.
 HA0667'AT OWENSBORO, AT THE INTERSECTION OF ST. ANN STREET AND 3RD
 HA0667'STREET, IN THE SOUTHEAST CORNER OF THE COURT HOUSE LAWN, 130 1/2
 HA0667'FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF COURT HOUSE, 88.3
 HA0667'FEET EAST OF EAST EDGE OF CONCRETE WALK TO THE SOUTH ENTRANCE
 HA0667'TO COURT HOUSE, 41 FEET WEST OF EAST LAWN CURB PARALLEL TO ST. ANN
 HA0667'STREET, 20 FEET NORTH OF SOUTH LAWN CURB PARALLEL TO 3RD STREET
 HA0667'AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW
 HA0667'SURFACE OF LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0654 ***********************************************************************
 HA0654  DESIGNATION -  4 LB
 HA0654  PID         -  HA0654
 HA0654  STATE/COUNTY-  KY/DAVIESS
 HA0654  USGS QUAD   -  OWENSBORO WEST (1980)
 HA0654
 HA0654                         *CURRENT SURVEY CONTROL
 HA0654  ___________________________________________________________________
 HA0654* NAD 83(1986)-  37 46 43.     (N)    087 07 38.     (W)     SCALED    
 HA0654* NAVD 88     -       110.323  (meters)     361.95   (feet)  ADJUSTED  
 HA0654  ___________________________________________________________________
 HA0654  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HA0654  DYNAMIC HT  -         110.248 (meters)     361.71  (feet)  COMP
 HA0654  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 HA0654
 HA0654  VERT ORDER  -  FIRST     CLASS II
 HA0654
 HA0654.The horizontal coordinates were scaled from a topographic map and have
 HA0654.an estimated accuracy of +/- 6 seconds.
 HA0654
 HA0654.The orthometric height was determined by differential leveling
 HA0654.and adjusted by the National Geodetic Survey in June 1991..
 HA0654
 HA0654.The geoid height was determined by GEOID03.
 HA0654
 HA0654.The dynamic height is computed by dividing the NAVD 88
 HA0654.geopotential number by the normal gravity value computed on the
 HA0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0654.degrees latitude (g = 980.6199 gals.).
 HA0654
 HA0654.The modeled gravity was interpolated from observed gravity values.
 HA0654
 HA0654;                    North         East    Units  Estimated Accuracy
 HA0654;SPC KY1Z     - 1,161,300.    1,378,690.      MT  (+/- 180 meters Scaled)
 HA0654
 HA0654                          SUPERSEDED SURVEY CONTROL
 HA0654
 HA0654  NGVD 29 (??/??/92)  110.424  (m)          362.28   (f) ADJ UNCH    1 2
 HA0654
 HA0654.Superseded values are not recommended for survey control.
 HA0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0654.See file dsdata.txt to determine how the superseded data were derived.
 HA0654
 HA0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG887812(NAD 83)
 HA0654_MARKER: DD = SURVEY DISK
 HA0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0654_STAMPING: 461 363.05
 HA0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0654+STABILITY: SURFACE MOTION
 HA0654
 HA0654  HISTORY     - Date     Condition        Report By
 HA0654  HISTORY     - UNK      MONUMENTED       DOD
 HA0654  HISTORY     - 1953     GOOD             NGS
 HA0654
 HA0654                          STATION DESCRIPTION
 HA0654
 HA0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0654'AT OWENSBORO.
 HA0654'AT OWENSBORO, AT U.S. ENGINEERS LOCK AND DAM NO. 46 ACROSS THE
 HA0654'OHIO RIVER, IN THE TOP OF THE SOUTHEAST CORNER OF CONCRETE
 HA0654'PROJECTION OF EAST LOCK GATE MECHANISM AT SOUTH END OF EAST
 HA0654'GATE, 22 1/2 FEET SOUTH OF SOUTH WALL OF LOCK, 23 1/2 FEET
 HA0654'SOUTHEAST OF SOUTH END OF EAST GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8991 ***********************************************************************
 AI8991  DESIGNATION -  401
 AI8991  PID         -  AI8991
 AI8991  STATE/COUNTY-  KY/KENTON
 AI8991  USGS QUAD   -  COVINGTON (1987)
 AI8991
 AI8991                         *CURRENT SURVEY CONTROL
 AI8991  ___________________________________________________________________
 AI8991* NAD 83(1993)-  39 03 33.73414(N)    084 32 20.49338(W)     ADJUSTED  
 AI8991* NAVD 88     -       274.0    (meters)     899.     (feet)  GPS OBS   
 AI8991  ___________________________________________________________________
 AI8991  X           -     471,971.355 (meters)                     COMP
 AI8991  Y           -  -4,936,853.810 (meters)                     COMP
 AI8991  Z           -   3,997,588.322 (meters)                     COMP
 AI8991  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AI8991  ELLIP HEIGHT-         239.97  (meters)          (01/02/01) GPS OBS
 AI8991  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 AI8991
 AI8991  HORZ ORDER  -  FIRST
 AI8991  ELLP ORDER  -  THIRD     CLASS II
 AI8991
 AI8991.The horizontal coordinates were established by GPS observations
 AI8991.and adjusted by the National Geodetic Survey in January 2001..
 AI8991
 AI8991.The orthometric height was determined by GPS observations and a
 AI8991.high-resolution geoid model.
 AI8991
 AI8991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8991
 AI8991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8991
 AI8991.The ellipsoidal height was determined by GPS observations
 AI8991.and is referenced to NAD 83.
 AI8991
 AI8991.The geoid height was determined by GEOID03.
 AI8991
 AI8991;                    North         East     Units Scale Factor Converg.
 AI8991;SPC KY1Z     - 1,303,246.241 1,604,824.069   MT  1.00011837   +0 44 36.6
 AI8991;SPC KY1Z     - 4,275,733.71  5,265,160.30   sFT  1.00011837   +0 44 36.6
 AI8991;SPC KY N     -   173,131.847   474,983.315   MT  1.00001541   -0 10 47.3
 AI8991;SPC KY N     -   568,016.73  1,558,341.09   sFT  1.00001541   -0 10 47.3
 AI8991;UTM  16      - 4,326,247.592   712,935.480   MT  1.00015834   +1 33 04.7
 AI8991
 AI8991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8991!SPC KY1Z     -   0.99996235  x   1.00011837  =   1.00008072
 AI8991!SPC KY N     -   0.99996235  x   1.00001541  =   0.99997776
 AI8991!UTM  16      -   0.99996235  x   1.00015834  =   1.00012069
 AI8991
 AI8991|---------------------------------------------------------------------|
 AI8991| PID    Reference Object                     Distance      Geod. Az  |
 AI8991|                                                           dddmmss.s |
 AI8991| JZ3745 I75 T 116 EL RESET                  247.476 METERS 34302     |
 AI8991|---------------------------------------------------------------------|
 AI8991
 AI8991                          SUPERSEDED SURVEY CONTROL
 AI8991
 AI8991.No superseded survey control is available for this station.
 AI8991
 AI8991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1293526248(NAD 83)
 AI8991_MARKER: DD = SURVEY DISK
 AI8991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8991_STAMPING: 401 SET 2000
 AI8991_MARK LOGO: WOOLPT
 AI8991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8991+STABILITY: SURFACE MOTION
 AI8991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8991+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8991
 AI8991  HISTORY     - Date     Condition        Report By
 AI8991  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI8991
 AI8991                          STATION DESCRIPTION
 AI8991
 AI8991'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI8991'THE STATION IS LOCATED APPROXIMATELY 10.2 MI (16.4 KM) EAST OF
 AI8991'BURLINGTON, 6.2 MI (10.0 KM) NORHTEAST OF FLORENCE, 2.2 MI (3.5 KM)
 AI8991'SOUTHWEST OF COVINGTON, AND IS IN THE MEDIAN FORMED BY INTERSTATES 71
 AI8991'AND 75 SOUTHBOUND, KYLES LANE, AND THE ONRAMP TO INTERSTATES 71 AND 75
 AI8991'SOUTHBOUND.
 AI8991'TO REACH THE STATION FROM THE JUNCTION OF KY RT 8 AND INTERSTATES 71
 AI8991'AND 75 (EXIT 192) , PROCEED SOUTHERLY XX.X MI ALONG INTERSTATES 71 AND
 AI8991'75 TO THE MEDIAN SOUTH OF THE KYLES LANE OVERPASS ON THE RIGHT. TURN
 AI8991'RIGHT AND PROCEED NORTHERLY ACROSS THE MEDIAN TO THE STATION.
 AI8991'THE STATION IS LOCATED 36.789 M (120.699 FT) SOUTH SOUTHEAST OF A
 AI8991'TRAFFIC SIGNAL POLE, 20.665 M (67.798 FT) WEST OF THE OVERPASS
 AI8991'HEADWALL, 17.5 M (57.4 FT) NORTHWEST OF A GAS LINE MARKER, AND 10.089
 AI8991'M (33.100 FT) SOUTH OF A POLE WITH A CAMERA.  THE STATION IS AN
 AI8991'ALUMINUM DISK STAMPED-- 401 SET 2000-- SET IN THE TOP OF A 0.3 M (1.0
 AI8991'FT) DIAMETER ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET FLUSH
 AI8991'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0145 ***********************************************************************
 HB0145  DESIGNATION -  402
 HB0145  PID         -  HB0145
 HB0145  STATE/COUNTY-  KY/CALDWELL
 HB0145  USGS QUAD   -  FREDONIA (1954)
 HB0145
 HB0145                         *CURRENT SURVEY CONTROL
 HB0145  ___________________________________________________________________
 HB0145* NAD 83(1986)-  37 12 10.     (N)    088 03 38.     (W)     SCALED    
 HB0145* NAVD 88     -       122.429  (meters)     401.67   (feet)  ADJUSTED  
 HB0145  ___________________________________________________________________
 HB0145  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HB0145  DYNAMIC HT  -         122.337 (meters)     401.37  (feet)  COMP
 HB0145  MODELED GRAV-     979,880.7   (mgal)                       NAVD 88
 HB0145
 HB0145  VERT ORDER  -  FIRST     CLASS II
 HB0145
 HB0145.The horizontal coordinates were scaled from a topographic map and have
 HB0145.an estimated accuracy of +/- 6 seconds.
 HB0145
 HB0145.The orthometric height was determined by differential leveling
 HB0145.and adjusted by the National Geodetic Survey in June 1991..
 HB0145
 HB0145.The geoid height was determined by GEOID03.
 HB0145
 HB0145.The dynamic height is computed by dividing the NAVD 88
 HB0145.geopotential number by the normal gravity value computed on the
 HB0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0145.degrees latitude (g = 980.6199 gals.).
 HB0145
 HB0145.The modeled gravity was interpolated from observed gravity values.
 HB0145
 HB0145;                    North         East    Units  Estimated Accuracy
 HB0145;SPC KY1Z     - 1,099,030.    1,294,910.      MT  (+/- 180 meters Scaled)
 HB0145
 HB0145                          SUPERSEDED SURVEY CONTROL
 HB0145
 HB0145  NGVD 29 (??/??/??)  122.509  (m)          401.93   (f) ADJUSTED    1 2
 HB0145
 HB0145.Superseded values are not recommended for survey control.
 HB0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0145.See file dsdata.txt to determine how the superseded data were derived.
 HB0145
 HB0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG058178(NAD 83)
 HB0145_MARKER: P = PIPE CAP
 HB0145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0145_STAMPING: 402 402.067
 HB0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0145
 HB0145  HISTORY     - Date     Condition        Report By
 HB0145  HISTORY     - UNK      MONUMENTED       USGS
 HB0145  HISTORY     - 1949     GOOD             CGS
 HB0145  HISTORY     - 1985     MARK NOT FOUND   NGS
 HB0145
 HB0145                          STATION DESCRIPTION
 HB0145
 HB0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0145'AT FREDONIA.
 HB0145'AT FREDONIA, AT THE ILLINOIS CENTRAL RAILROAD STATION AND AT THE
 HB0145'CROSSING OF THE RAILROAD AND STATE HIGHWAY 93, IN THE SOUTHEAST
 HB0145'QUARTER OF THE CROSSING, 79 FEET SOUTHEAST OF THE CENTER OF THE
 HB0145'CROSSING AT CENTER OF MAIN TRACK, 56 FEET EAST OF THE CENTER
 HB0145'LINE OF THE HIGHWAY, 37.5 FEET EAST OF THE CORNER POST OF ANGLE
 HB0145'CONCRETE WALL AT THE NORTHWEST CORNER OF A LAWN, 72 FEET WEST OF
 HB0145'THE CENTER LINE OF A DRIVE SOUTH TO A HOUSE, 114 FEET
 HB0145'SOUTH-SOUTHWEST AND ACROSS THE TRACK FROM THE SOUTHWEST CORNER
 HB0145'OF THE STATION, 73 FEET SOUTH OF THE SOUTH RAIL ABOUT LEVEL WITH
 HB0145'THE TRACK AND PROJECTING ABOUT 12 INCHES.
 HB0145
 HB0145                          STATION RECOVERY (1985)
 HB0145
 HB0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8992 ***********************************************************************
 AI8992  DESIGNATION -  402
 AI8992  PID         -  AI8992
 AI8992  STATE/COUNTY-  KY/KENTON
 AI8992  USGS QUAD   -  COVINGTON (1987)
 AI8992
 AI8992                         *CURRENT SURVEY CONTROL
 AI8992  ___________________________________________________________________
 AI8992* NAD 83(1993)-  39 03 54.75314(N)    084 35 21.05927(W)     ADJUSTED  
 AI8992* NAVD 88     -       262.0    (meters)     860.     (feet)  GPS OBS   
 AI8992  ___________________________________________________________________
 AI8992  X           -     467,610.016 (meters)                     COMP
 AI8992  Y           -  -4,936,849.152 (meters)                     COMP
 AI8992  Z           -   3,998,084.068 (meters)                     COMP
 AI8992  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AI8992  ELLIP HEIGHT-         227.97  (meters)          (01/02/01) GPS OBS
 AI8992  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AI8992
 AI8992  HORZ ORDER  -  FIRST
 AI8992  ELLP ORDER  -  THIRD     CLASS II
 AI8992
 AI8992.The horizontal coordinates were established by GPS observations
 AI8992.and adjusted by the National Geodetic Survey in January 2001..
 AI8992
 AI8992.The orthometric height was determined by GPS observations and a
 AI8992.high-resolution geoid model.
 AI8992
 AI8992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8992
 AI8992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8992
 AI8992.The ellipsoidal height was determined by GPS observations
 AI8992.and is referenced to NAD 83.
 AI8992
 AI8992.The geoid height was determined by GEOID03.
 AI8992
 AI8992;                    North         East     Units Scale Factor Converg.
 AI8992;SPC KY1Z     - 1,303,839.279 1,600,474.538   MT  1.00012048   +0 42 45.7
 AI8992;SPC KY1Z     - 4,277,679.37  5,250,890.21   sFT  1.00012048   +0 42 45.7
 AI8992;SPC KY N     -   173,794.842   470,644.357   MT  1.00001647   -0 12 39.6
 AI8992;SPC KY N     -   570,191.91  1,544,105.69   sFT  1.00001647   -0 12 39.6
 AI8992;UTM  16      - 4,326,779.288   708,577.904   MT  1.00013572   +1 31 11.5
 AI8992
 AI8992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8992!SPC KY1Z     -   0.99996423  x   1.00012048  =   1.00008471
 AI8992!SPC KY N     -   0.99996423  x   1.00001647  =   0.99998070
 AI8992!UTM  16      -   0.99996423  x   1.00013572  =   1.00009995
 AI8992
 AI8992|---------------------------------------------------------------------|
 AI8992| PID    Reference Object                     Distance      Geod. Az  |
 AI8992|                                                           dddmmss.s |
 AI8992| AI9015 402A                                218.490 METERS 24102     |
 AI8992|---------------------------------------------------------------------|
 AI8992
 AI8992                          SUPERSEDED SURVEY CONTROL
 AI8992
 AI8992.No superseded survey control is available for this station.
 AI8992
 AI8992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0857826779(NAD 83)
 AI8992_MARKER: DD = SURVEY DISK
 AI8992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8992_STAMPING: 402 SET 2000
 AI8992_MARK LOGO: WOOLPT
 AI8992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8992+STABILITY: SURFACE MOTION
 AI8992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8992+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8992
 AI8992  HISTORY     - Date     Condition        Report By
 AI8992  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI8992
 AI8992                          STATION DESCRIPTION
 AI8992
 AI8992'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI8992'THE STATION IS LOCATED APPROXIMATELY 7.5 MI (12.1 KM) NORTHEAST OF
 AI8992'BURLINGTON, 4.7 MI (7.6 KM) NORTHEAST OF FLORENCE, AND 4.3 MI (6.9 KM)
 AI8992'WEST OF COVINGTON.
 AI8992'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 71 AND 75, AND
 AI8992'BUTTERMILK PIKE, PROCEED NORTHWEST 0.9 MI (1.4 KM) ALONG BUTTERMILK
 AI8992'PIKE TO THE JUNCTION OF COLLINS ROAD.  TURN RIGHT AND PROCEED NORTH
 AI8992'0.55 MI (0.89 KM) ALONG COLLINS ROAD TO THE JUNCTION OF AMSTERDAM
 AI8992'ROAD.  TURN RIGHT AND PROCEED NORTHEAST 0.2 MI (0.3 KM) ALONG
 AI8992'AMSTERDAM ROAD TO THE STATION ON THE LEFT, JUST PAST THE JUNCTION
 AI8992'PALOMINO DRIVE.
 AI8992'THE STATION IS LOCATED 36.880 M (120.997 FT) EAST OF A BREAK IN THE
 AI8992'FENCE, 15.179 M (49.800 FT) SOUTHWEST OF THE NORTH END OF THE FENCE,
 AI8992'10.241 M (33.599 FT) NORTH OF THE CENTERLINE OF AMSTERDAM ROAD, AND
 AI8992'3.261 M (10.699 FT) SOUTH OF THE FENCE.  THE STATION IS AN ALUMINUM
 AI8992'DISK STAMPED-- 402 SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT)
 AI8992'DIAMTER ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBAR AND IS FLUSH
 AI8992'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9015 ***********************************************************************
 AI9015  DESIGNATION -  402A
 AI9015  PID         -  AI9015
 AI9015  STATE/COUNTY-  KY/KENTON
 AI9015  USGS QUAD   -  COVINGTON (1987)
 AI9015
 AI9015                         *CURRENT SURVEY CONTROL
 AI9015  ___________________________________________________________________
 AI9015* NAD 83(1993)-  39 03 51.32164(N)    084 35 29.01047(W)     ADJUSTED  
 AI9015* NAVD 88     -       259.5    (meters)     851.     (feet)  GPS OBS   
 AI9015  ___________________________________________________________________
 AI9015  X           -     467,425.816 (meters)                     COMP
 AI9015  Y           -  -4,936,931.689 (meters)                     COMP
 AI9015  Z           -   3,998,000.371 (meters)                     COMP
 AI9015  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AI9015  ELLIP HEIGHT-         225.54  (meters)          (01/02/01) GPS OBS
 AI9015  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AI9015
 AI9015  HORZ ORDER  -  FIRST
 AI9015  ELLP ORDER  -  THIRD     CLASS II
 AI9015
 AI9015.The horizontal coordinates were established by GPS observations
 AI9015.and adjusted by the National Geodetic Survey in January 2001..
 AI9015
 AI9015.The orthometric height was determined by GPS observations and a
 AI9015.high-resolution geoid model.
 AI9015
 AI9015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9015
 AI9015.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9015
 AI9015.The ellipsoidal height was determined by GPS observations
 AI9015.and is referenced to NAD 83.
 AI9015
 AI9015.The geoid height was determined by GEOID03.
 AI9015
 AI9015;                    North         East     Units Scale Factor Converg.
 AI9015;SPC KY1Z     - 1,303,731.078 1,600,284.691   MT  1.00012014   +0 42 40.8
 AI9015;SPC KY1Z     - 4,277,324.38  5,250,267.36   sFT  1.00012014   +0 42 40.8
 AI9015;SPC KY N     -   173,689.726   470,452.810   MT  1.00001629   -0 12 44.5
 AI9015;SPC KY N     -   569,847.04  1,543,477.26   sFT  1.00001629   -0 12 44.5
 AI9015;UTM  16      - 4,326,668.422   708,389.597   MT  1.00013475   +1 31 06.3
 AI9015
 AI9015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9015!SPC KY1Z     -   0.99996462  x   1.00012014  =   1.00008475
 AI9015!SPC KY N     -   0.99996462  x   1.00001629  =   0.99998090
 AI9015!UTM  16      -   0.99996462  x   1.00013475  =   1.00009936
 AI9015
 AI9015|---------------------------------------------------------------------|
 AI9015| PID    Reference Object                     Distance      Geod. Az  |
 AI9015|                                                           dddmmss.s |
 AI9015| AI8992 402                                 218.490 METERS 06102     |
 AI9015|---------------------------------------------------------------------|
 AI9015
 AI9015                          SUPERSEDED SURVEY CONTROL
 AI9015
 AI9015.No superseded survey control is available for this station.
 AI9015
 AI9015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0839026668(NAD 83)
 AI9015_MARKER: DD = SURVEY DISK
 AI9015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9015_STAMPING: 402A SET 2000
 AI9015_MARK LOGO: WOOLPT
 AI9015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9015+STABILITY: SURFACE MOTION
 AI9015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9015+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9015
 AI9015  HISTORY     - Date     Condition        Report By
 AI9015  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9015
 AI9015                          STATION DESCRIPTION
 AI9015
 AI9015'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9015'THE STATION IS LOCATED APPROXIMATELY 7.5 MI (12.1 KM) NORTHEAST OF
 AI9015'BURLINGTON, 4.7 MI (7.6 KM) NORTHEAST OF FLORENCE, AND 4.3 MI (6.9 KM)
 AI9015'WEST OF COVINGTON.
 AI9015'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 71 AND 75, AND
 AI9015'BUTTERMILK PIKE, PROCEED NORTHWEST 0.9 MI (1.4 KM) ALONG BUTTERMILK
 AI9015'PIKE TO THE JUNCTION OF COLLINS ROAD.  TURN RIGHT AND PROCEED NORTH
 AI9015'0.55 MI (0.89 KM) ALONG COLLINS ROAD TO THE JUNCTION OF AMSTERDAM
 AI9015'ROAD.  TURN RIGHT AND PROCEED NORTHEAST 0.7 MI (1.1 KM) ALONG
 AI9015'AMSTERDAM ROAD TO THE STATION ON THE LEFT, JUST PAST THE JUNCTION OF
 AI9015'ACADEMY DRIVE AND VILLA DRIVE.
 AI9015'THE STATION IS LOCATED 49.225 M (161.499 FT) NORTHEAST OF THE EAST END
 AI9015'OF A STONE WALL, 26.030 M (85.400 FT) WEST OF THE EAST END OF A ROW OF
 AI9015'POSTS, 8.565 M (28.100 FT) NORTH OF THE CENTERLINE OF AMSTERDAM ROAD,
 AI9015'AND 1.707 M (5.600 FT) NORTH OF THE WEST END OF A ROW OF POSTS.  THE
 AI9015'STATION IS AN ALUMINUM DISK STAMPED-- 402A SET 2000-- SET IN THE TOP
 AI9015'OF A 0.3 M (1.0 FT) DIAMTER ROUND CONCRETE MONUMENT WITH AN IMBEDDED
 AI9015'REBAR AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8993 ***********************************************************************
 AI8993  DESIGNATION -  403
 AI8993  PID         -  AI8993
 AI8993  STATE/COUNTY-  KY/KENTON
 AI8993  USGS QUAD   -  COVINGTON (1987)
 AI8993
 AI8993                         *CURRENT SURVEY CONTROL
 AI8993  ___________________________________________________________________
 AI8993* NAD 83(1993)-  39 03 41.03695(N)    084 36 27.67919(W)     ADJUSTED  
 AI8993* NAVD 88     -       270.6    (meters)     888.     (feet)  GPS OBS   
 AI8993  ___________________________________________________________________
 AI8993  X           -     466,041.154 (meters)                     COMP
 AI8993  Y           -  -4,937,271.963 (meters)                     COMP
 AI8993  Z           -   3,997,761.059 (meters)                     COMP
 AI8993  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AI8993  ELLIP HEIGHT-         236.58  (meters)          (01/02/01) GPS OBS
 AI8993  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AI8993
 AI8993  HORZ ORDER  -  FIRST
 AI8993  ELLP ORDER  -  THIRD     CLASS II
 AI8993
 AI8993.The horizontal coordinates were established by GPS observations
 AI8993.and adjusted by the National Geodetic Survey in January 2001..
 AI8993
 AI8993.The orthometric height was determined by GPS observations and a
 AI8993.high-resolution geoid model.
 AI8993
 AI8993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8993
 AI8993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8993
 AI8993.The ellipsoidal height was determined by GPS observations
 AI8993.and is referenced to NAD 83.
 AI8993
 AI8993.The geoid height was determined by GEOID03.
 AI8993
 AI8993;                    North         East     Units Scale Factor Converg.
 AI8993;SPC KY1Z     - 1,303,396.515 1,598,878.050   MT  1.00011910   +0 42 04.8
 AI8993;SPC KY1Z     - 4,276,226.73  5,245,652.40   sFT  1.00011910   +0 42 04.8
 AI8993;SPC KY N     -   173,377.917   469,041.104   MT  1.00001578   -0 13 21.0
 AI8993;SPC KY N     -   568,824.05  1,538,845.69   sFT  1.00001578   -0 13 21.0
 AI8993;UTM  16      - 4,326,314.079   706,987.791   MT  1.00012758   +1 30 29.0
 AI8993
 AI8993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8993!SPC KY1Z     -   0.99996288  x   1.00011910  =   1.00008198
 AI8993!SPC KY N     -   0.99996288  x   1.00001578  =   0.99997866
 AI8993!UTM  16      -   0.99996288  x   1.00012758  =   1.00009046
 AI8993
 AI8993|---------------------------------------------------------------------|
 AI8993| PID    Reference Object                     Distance      Geod. Az  |
 AI8993|                                                           dddmmss.s |
 AI8993| AI9016 403A                                240.859 METERS 07048     |
 AI8993|---------------------------------------------------------------------|
 AI8993
 AI8993                          SUPERSEDED SURVEY CONTROL
 AI8993
 AI8993.No superseded survey control is available for this station.
 AI8993
 AI8993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0698826314(NAD 83)
 AI8993_MARKER: DD = SURVEY DISK
 AI8993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8993_STAMPING: 403 SET 2000
 AI8993_MARK LOGO: WOOLPT
 AI8993_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8993+STABILITY: SURFACE MOTION
 AI8993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8993+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8993
 AI8993  HISTORY     - Date     Condition        Report By
 AI8993  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI8993
 AI8993                          STATION DESCRIPTION
 AI8993
 AI8993'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI8993'THE STATION IS LOCATED APPROXIMATELY 6.6 MI (10.6 KM) EAST OF
 AI8993'BURLINGTON, 5.3 M (17.4 FT) WEST OF COVINGTON, 4.2 MI (6.8 KM) NORTH
 AI8993'OF FLORENCE, AND IS AT THE RIVER RIDGE ELEMENTARY SCHOOL.
 AI8993'TO REACH THE STATION FROM THE INTERSTATES 71 AND 75 AND BUTTERMILK
 AI8993'PIKE, PROCEED NORTHWEST 0.9 MI (1.4 KM) ON BUTTERMILK PIKE TO THE
 AI8993'JUNCTION OF COLLINS ROAD.  TURN RIGHT AND PROCEED NORTH 0.55 MI (0.89
 AI8993'KM) ALONG COLLINS ROAD TO THE JUNCTION OF AMSTERDAM ROAD.  TURN LEFT
 AI8993'AND PROCEED WEST 0.9 MI (1.4 KM) ALONG AMSTERDAM ROAD TO THE STATION
 AI8993'ON THE RIGHT IN FRONT OF THE RIVER RIDGE ELEMENTARY SCHOOL.
 AI8993'THE STATION IS LOCATED 27.859 M (91.401 FT) WEST OF A FIRE HYDRANT,
 AI8993'16.520 M (54.199 FT) SOUTHEAST OF UTILITY POLE K37743, 4.054 M (13.300
 AI8993'FT) NORTH OF THE SIDEWALK, AND 3.170 SOUTHEAST OF THE BACK OF CURB OF
 AI8993'THE SCHOOL PARKING LOT.  THE STATION IS AN ALUMINUM DISK STAMPED--403
 AI8993'SET 2000-- SET IN THE TOP OF 0.3 M (1.0 FT) DIAMETER ROUND CONCRETE
 AI8993'MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9016 ***********************************************************************
 AI9016  DESIGNATION -  403A
 AI9016  PID         -  AI9016
 AI9016  STATE/COUNTY-  KY/KENTON
 AI9016  USGS QUAD   -  COVINGTON (1987)
 AI9016
 AI9016                         *CURRENT SURVEY CONTROL
 AI9016  ___________________________________________________________________
 AI9016* NAD 83(1993)-  39 03 43.60455(N)    084 36 18.21770(W)     ADJUSTED  
 AI9016* NAVD 88     -       265.2    (meters)     870.     (feet)  GPS OBS   
 AI9016  ___________________________________________________________________
 AI9016  X           -     466,262.544 (meters)                     COMP
 AI9016  Y           -  -4,937,196.729 (meters)                     COMP
 AI9016  Z           -   3,997,819.139 (meters)                     COMP
 AI9016  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AI9016  ELLIP HEIGHT-         231.18  (meters)          (01/02/01) GPS OBS
 AI9016  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AI9016
 AI9016  HORZ ORDER  -  FIRST
 AI9016  ELLP ORDER  -  THIRD     CLASS II
 AI9016
 AI9016.The horizontal coordinates were established by GPS observations
 AI9016.and adjusted by the National Geodetic Survey in January 2001..
 AI9016
 AI9016.The orthometric height was determined by GPS observations and a
 AI9016.high-resolution geoid model.
 AI9016
 AI9016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9016
 AI9016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9016
 AI9016.The ellipsoidal height was determined by GPS observations
 AI9016.and is referenced to NAD 83.
 AI9016
 AI9016.The geoid height was determined by GEOID03.
 AI9016
 AI9016;                    North         East     Units Scale Factor Converg.
 AI9016;SPC KY1Z     - 1,303,478.486 1,599,104.562   MT  1.00011936   +0 42 10.6
 AI9016;SPC KY1Z     - 4,276,495.67  5,246,395.55   sFT  1.00011936   +0 42 10.6
 AI9016;SPC KY N     -   173,456.217   469,268.885   MT  1.00001590   -0 13 15.1
 AI9016;SPC KY N     -   569,080.94  1,539,593.00   sFT  1.00001590   -0 13 15.1
 AI9016;UTM  16      - 4,326,399.232   707,213.129   MT  1.00012873   +1 30 35.1
 AI9016
 AI9016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9016!SPC KY1Z     -   0.99996373  x   1.00011936  =   1.00008309
 AI9016!SPC KY N     -   0.99996373  x   1.00001590  =   0.99997963
 AI9016!UTM  16      -   0.99996373  x   1.00012873  =   1.00009246
 AI9016
 AI9016|---------------------------------------------------------------------|
 AI9016| PID    Reference Object                     Distance      Geod. Az  |
 AI9016|                                                           dddmmss.s |
 AI9016| AI8993 403                                 240.859 METERS 25049     |
 AI9016|---------------------------------------------------------------------|
 AI9016
 AI9016                          SUPERSEDED SURVEY CONTROL
 AI9016
 AI9016.No superseded survey control is available for this station.
 AI9016
 AI9016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0721326399(NAD 83)
 AI9016_MARKER: DD = SURVEY DISK
 AI9016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9016_STAMPING: 403A SET 2000
 AI9016_MARK LOGO: WOOLPT
 AI9016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9016+STABILITY: SURFACE MOTION
 AI9016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9016+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9016
 AI9016  HISTORY     - Date     Condition        Report By
 AI9016  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9016
 AI9016                          STATION DESCRIPTION
 AI9016
 AI9016'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9016'THE STATION IS LOCATED APPROXIMATELY 6.6 MI (10.6 KM) EAST OF
 AI9016'BURLINGTON, 5.3 M (17.4 FT) WEST OF COVINGTON, AND 4.2 MI (6.8 KM)
 AI9016'NORTH OF FLORENCE.
 AI9016'TO REACH THE STATION FROM THE INTERSTATES 71 AND 75 AND BUTTERMILK
 AI9016'PIKE, PROCEED NORTHWEST 0.9 MI (1.4 KM) ON BUTTERMILK PIKE TO THE
 AI9016'JUNCTION OF COLLINS ROAD.  TURN RIGHT AND PROCEED NORTH 0.55 MI (0.89
 AI9016'KM) ALONG COLLINS ROAD TO THE JUNCTION OF AMSTERDAM ROAD.  TURN LEFT
 AI9016'AND PROCEED WEST 0.7 MI (1.1 KM) ALONG AMSTERDAM ROAD TO THE JUNCTION
 AI9016'OF LAUREN DRIVE ON THE RIGHT.  TURN RIGHT AND PROCEED NORTH 0.2 MI
 AI9016'(0.3 KM) TO THE END OF THE DRIVE AND THE STATION ON THE LEFT.
 AI9016'THE STATION IS LOCATED 29.810 M (97.802 FT) SOUTHWEST OF A FIRE
 AI9016'HYDRANT, 17.860 M (58.596 FT) WEST OF A MANHOLE, 14.300 M (46.916 FT)
 AI9016'SOUTH OF A TELEPHONE PEDESTAL, AND 4.815 M (15.797 FT) WEST OF A CURB
 AI9016'INLET DRAIN.  THE STATION IS AN ALUMINUM DISK STAMPED-- 403A SET
 AI9016'2000-- SET IN THE TOP OF 0.3 M (1.0 FT) DIAMETER ROUND CONCRETE
 AI9016'MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8994 ***********************************************************************
 AI8994  DESIGNATION -  404
 AI8994  PID         -  AI8994
 AI8994  STATE/COUNTY-  KY/BOONE
 AI8994  USGS QUAD   -  BURLINGTON (1991)
 AI8994
 AI8994                         *CURRENT SURVEY CONTROL
 AI8994  ___________________________________________________________________
 AI8994* NAD 83(1993)-  39 03 47.43058(N)    084 39 27.53375(W)     ADJUSTED  
 AI8994* NAVD 88     -       259.5    (meters)     851.     (feet)  GPS OBS   
 AI8994  ___________________________________________________________________
 AI8994  X           -     461,723.506 (meters)                     COMP
 AI8994  Y           -  -4,937,544.177 (meters)                     COMP
 AI8994  Z           -   3,997,907.174 (meters)                     COMP
 AI8994  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AI8994  ELLIP HEIGHT-         225.50  (meters)          (01/02/01) GPS OBS
 AI8994  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AI8994
 AI8994  HORZ ORDER  -  FIRST
 AI8994  ELLP ORDER  -  THIRD     CLASS II
 AI8994
 AI8994.The horizontal coordinates were established by GPS observations
 AI8994.and adjusted by the National Geodetic Survey in January 2001..
 AI8994
 AI8994.The orthometric height was determined by GPS observations and a
 AI8994.high-resolution geoid model.
 AI8994
 AI8994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8994
 AI8994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8994
 AI8994.The ellipsoidal height was determined by GPS observations
 AI8994.and is referenced to NAD 83.
 AI8994
 AI8994.The geoid height was determined by GEOID03.
 AI8994
 AI8994;                    North         East     Units Scale Factor Converg.
 AI8994;SPC KY1Z     - 1,303,541.915 1,594,551.459   MT  1.00011975   +0 40 14.4
 AI8994;SPC KY1Z     - 4,276,703.77  5,231,457.58   sFT  1.00011975   +0 40 14.4
 AI8994;SPC KY N     -   173,593.051   464,717.868   MT  1.00001610   -0 15 12.9
 AI8994;SPC KY N     -   569,529.87  1,524,661.87   sFT  1.00001610   -0 15 12.9
 AI8994;UTM  16      - 4,326,398.578   702,659.594   MT  1.00010574   +1 28 35.8
 AI8994
 AI8994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8994!SPC KY1Z     -   0.99996462  x   1.00011975  =   1.00008437
 AI8994!SPC KY N     -   0.99996462  x   1.00001610  =   0.99998072
 AI8994!UTM  16      -   0.99996462  x   1.00010574  =   1.00007036
 AI8994
 AI8994:                Primary Azimuth Mark                     Grid Az
 AI8994:SPC KY1Z     -  404 AZ MK                                249 20 18.6
 AI8994:SPC KY N     -  404 AZ MK                                250 15 45.9
 AI8994:UTM  16      -  404 AZ MK                                248 31 57.2
 AI8994
 AI8994|---------------------------------------------------------------------|
 AI8994| PID    Reference Object                     Distance      Geod. Az  |
 AI8994|                                                           dddmmss.s |
 AI8994| AI9017 404 AZ MK                           456.151 METERS 2500033.0 |
 AI8994|---------------------------------------------------------------------|
 AI8994
 AI8994                          SUPERSEDED SURVEY CONTROL
 AI8994
 AI8994.No superseded survey control is available for this station.
 AI8994
 AI8994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0266026399(NAD 83)
 AI8994_MARKER: DD = SURVEY DISK
 AI8994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8994_STAMPING: 404 SET 2000
 AI8994_MARK LOGO: WOOLPT
 AI8994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8994+STABILITY: SURFACE MOTION
 AI8994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8994+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004
 AI8994
 AI8994  HISTORY     - Date     Condition        Report By
 AI8994  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI8994  HISTORY     - 20040318 GOOD             INDIV
 AI8994
 AI8994                          STATION DESCRIPTION
 AI8994
 AI8994'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI8994'THE STATION IS LOCATED APPROXIMATELY 7.8 MI (12.6 KM) WEST OF
 AI8994'COVINGTON, 4.5 MI (7.2 KM) NORTHWEST OF FLORENCE, AND 4.2 MI (6.8 KM)
 AI8994'NORTHEAST OF BURLINGTON.
 AI8994'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND KY RT
 AI8994'212, PROCEED SOUTH 0.5 MI (0.8 KM) ALONG KY RT 212 TO THE DONALDSON
 AI8994'ROAD EXIT ON THE RIGHT.  PROCEED SOUTHWEST 0.15 MI (0.24 KM) ALONG THE
 AI8994'EXIT RAMP TO THE STATION IN THE INFIELD ON THE LEFT ON TOP OF A SMALL
 AI8994'RISE.
 AI8994'THE STATION IS LOCATED 58.644 M (192.401 FT) SOUTHWEST OF THE
 AI8994'SOUTHWEST CORNER OF A CONCRETE SIGN BASE, 30.175 M (98.999 FT)
 AI8994'SOUTHWEST OF THE CENTER OF A HEADWALL, 25.450 M (83.497 FT) NORTHWEST
 AI8994'OF A LIGHT POLE, AND 25.024 M (82.100 FT) WEST OF A GUARDRAIL.  THE
 AI8994'STATION IS AN ALUMINUM DISK STAMPED-- 404 SET 2000-- SET IN THE TOP OF
 AI8994'A 0.3 M (1.0 FT) DIAMETER ROUND CONCRETE MONUMENT WITH AN IMBEDDED
 AI8994'REBAR SET FLUSH WITH THE GROUND.
 AI8994
 AI8994                          STATION RECOVERY (2004)
 AI8994
 AI8994'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DJR)
 AI8994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9017 ***********************************************************************
 AI9017  DESIGNATION -  404 AZ MK
 AI9017  PID         -  AI9017
 AI9017  STATE/COUNTY-  KY/BOONE
 AI9017  USGS QUAD   -  BURLINGTON (1991)
 AI9017
 AI9017                         *CURRENT SURVEY CONTROL
 AI9017  ___________________________________________________________________
 AI9017* NAD 83(1993)-  39 03 42.37331(N)    084 39 45.36369(W)     ADJUSTED  
 AI9017* NAVD 88     -       261.4    (meters)     858.     (feet)  GPS OBS   
 AI9017  ___________________________________________________________________
 AI9017  X           -     461,305.975 (meters)                     COMP
 AI9017  Y           -  -4,937,683.411 (meters)                     COMP
 AI9017  Z           -   3,997,787.287 (meters)                     COMP
 AI9017  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AI9017  ELLIP HEIGHT-         227.42  (meters)          (01/02/01) GPS OBS
 AI9017  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AI9017
 AI9017  HORZ ORDER  -  FIRST
 AI9017  ELLP ORDER  -  THIRD     CLASS II
 AI9017
 AI9017.The horizontal coordinates were established by GPS observations
 AI9017.and adjusted by the National Geodetic Survey in January 2001..
 AI9017
 AI9017.The orthometric height was determined by GPS observations and a
 AI9017.high-resolution geoid model.
 AI9017
 AI9017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9017
 AI9017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9017
 AI9017.The ellipsoidal height was determined by GPS observations
 AI9017.and is referenced to NAD 83.
 AI9017
 AI9017.The geoid height was determined by GEOID03.
 AI9017
 AI9017;                    North         East     Units Scale Factor Converg.
 AI9017;SPC KY1Z     - 1,303,380.944 1,594,124.596   MT  1.00011924   +0 40 03.4
 AI9017;SPC KY1Z     - 4,276,175.65  5,230,057.11   sFT  1.00011924   +0 40 03.4
 AI9017;SPC KY N     -   173,439.002   464,288.509   MT  1.00001584   -0 15 24.0
 AI9017;SPC KY N     -   569,024.46  1,523,253.22   sFT  1.00001584   -0 15 24.0
 AI9017;UTM  16      - 4,326,231.622   702,235.044   MT  1.00010363   +1 28 24.3
 AI9017
 AI9017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9017!SPC KY1Z     -   0.99996432  x   1.00011924  =   1.00008356
 AI9017!SPC KY N     -   0.99996432  x   1.00001584  =   0.99998016
 AI9017!UTM  16      -   0.99996432  x   1.00010363  =   1.00006795
 AI9017
 AI9017:                Primary Azimuth Mark                     Grid Az
 AI9017:SPC KY1Z     -  404                                      069 20 18.4
 AI9017:SPC KY N     -  404                                      070 15 45.8
 AI9017:UTM  16      -  404                                      068 31 57.5
 AI9017
 AI9017|---------------------------------------------------------------------|
 AI9017| PID    Reference Object                     Distance      Geod. Az  |
 AI9017|                                                           dddmmss.s |
 AI9017| AI8994 404                                 456.151 METERS 0700021.8 |
 AI9017|---------------------------------------------------------------------|
 AI9017
 AI9017                          SUPERSEDED SURVEY CONTROL
 AI9017
 AI9017.No superseded survey control is available for this station.
 AI9017
 AI9017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0223526232(NAD 83)
 AI9017_MARKER: DD = SURVEY DISK
 AI9017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9017_STAMPING: 404A SET 2000
 AI9017_MARK LOGO: WOOLPT
 AI9017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9017+STABILITY: SURFACE MOTION
 AI9017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9017+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004
 AI9017
 AI9017  HISTORY     - Date     Condition        Report By
 AI9017  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9017  HISTORY     - 20040318 GOOD             INDIV
 AI9017
 AI9017                          STATION DESCRIPTION
 AI9017
 AI9017'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9017'THE STATION IS LOCATED APPROXIMATELY 7.8 MI (12.6 KM) WEST OF
 AI9017'COVINGTON, 4.5 MI (7.2 KM) NORTHWEST OF FLORENCE, AND 4.2 MI (6.8 KM)
 AI9017'NORTHEAST OF BURLINGTON.
 AI9017'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND KY RT
 AI9017'212, PROCEED SOUTH 0.5 MI (0.8 KM) ALONG KY RT 212 TO THE DONALDSON
 AI9017'ROAD EXIT ON THE RIGHT.  TURN RIGHT AND PROCEED WEST 0.25 MI (0.40 KM)
 AI9017'ALONG DONALDSON ROAD TO THE JUNCTION OF LOOMIS ROAD. PROCEED STRAIGHT
 AI9017'AND WEST 0.05 MI (0.08 KM) ALONG DONALDSON ROAD/CLAY DRIVE TO THE
 AI9017'STATION ON THE LEFT NORTH OF THE COMAIR BUILDING.
 AI9017'THE STATION IS LOCATED 43.100 M (141.404 FT) SOUTHEAST OF A FIRE
 AI9017'HYDRANT, 30.905 M (101.394 FT) SOUTH OF THE CENTERLINE OF CLAY DRIVE,
 AI9017'16.276 M (53.399 FT) NORTH OF THE CORNER OF A HEADWALL, AND 5.365 M
 AI9017'(17.602 FT) EAST OF A MANHOLE.  THE STATION IS AN ALUMINUM DISK
 AI9017'STAMPED-- 404A SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER
 AI9017'ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE
 AI9017'GROUND.
 AI9017
 AI9017                          STATION RECOVERY (2004)
 AI9017
 AI9017'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DJR)
 AI9017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8995 ***********************************************************************
 AI8995  DESIGNATION -  405
 AI8995  PID         -  AI8995
 AI8995  STATE/COUNTY-  KY/BOONE
 AI8995  USGS QUAD   -  BURLINGTON (1991)
 AI8995
 AI8995                         *CURRENT SURVEY CONTROL
 AI8995  ___________________________________________________________________
 AI8995* NAD 83(1993)-  39 03 36.72479(N)    084 42 05.66499(W)     ADJUSTED  
 AI8995* NAVD 88     -       274.5    (meters)     901.     (feet)  GPS OBS   
 AI8995  ___________________________________________________________________
 AI8995  X           -     457,958.329 (meters)                     COMP
 AI8995  Y           -  -4,938,115.446 (meters)                     COMP
 AI8995  Z           -   3,997,660.258 (meters)                     COMP
 AI8995  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AI8995  ELLIP HEIGHT-         240.48  (meters)          (01/02/01) GPS OBS
 AI8995  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AI8995
 AI8995  HORZ ORDER  -  FIRST
 AI8995  ELLP ORDER  -  THIRD     CLASS II
 AI8995
 AI8995.The horizontal coordinates were established by GPS observations
 AI8995.and adjusted by the National Geodetic Survey in January 2001..
 AI8995
 AI8995.The orthometric height was determined by GPS observations and a
 AI8995.high-resolution geoid model.
 AI8995
 AI8995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8995
 AI8995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8995
 AI8995.The ellipsoidal height was determined by GPS observations
 AI8995.and is referenced to NAD 83.
 AI8995
 AI8995.The geoid height was determined by GEOID03.
 AI8995
 AI8995;                    North         East     Units Scale Factor Converg.
 AI8995;SPC KY1Z     - 1,303,168.142 1,590,753.255   MT  1.00011867   +0 38 37.3
 AI8995;SPC KY1Z     - 4,275,477.48  5,218,996.30   sFT  1.00011867   +0 38 37.3
 AI8995;SPC KY N     -   173,280.637   460,914.521   MT  1.00001556   -0 16 51.3
 AI8995;SPC KY N     -   568,504.89  1,512,183.72   sFT  1.00001556   -0 16 51.3
 AI8995;UTM  16      - 4,325,971.455   698,867.107   MT  1.00008699   +1 26 55.7
 AI8995
 AI8995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8995!SPC KY1Z     -   0.99996227  x   1.00011867  =   1.00008094
 AI8995!SPC KY N     -   0.99996227  x   1.00001556  =   0.99997783
 AI8995!UTM  16      -   0.99996227  x   1.00008699  =   1.00004926
 AI8995
 AI8995:                Primary Azimuth Mark                     Grid Az
 AI8995:SPC KY1Z     -  405 AZ MK                                329 22 52.5
 AI8995:SPC KY N     -  405 AZ MK                                330 18 21.1
 AI8995:UTM  16      -  405 AZ MK                                328 34 34.1
 AI8995
 AI8995|---------------------------------------------------------------------|
 AI8995| PID    Reference Object                     Distance      Geod. Az  |
 AI8995|                                                           dddmmss.s |
 AI8995| AI9018 405 AZ MK                           403.910 METERS 3300129.8 |
 AI8995|---------------------------------------------------------------------|
 AI8995
 AI8995                          SUPERSEDED SURVEY CONTROL
 AI8995
 AI8995.No superseded survey control is available for this station.
 AI8995
 AI8995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9886725971(NAD 83)
 AI8995_MARKER: DD = SURVEY DISK
 AI8995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8995_STAMPING: 405 SET 2000
 AI8995_MARK LOGO: WOOLPT
 AI8995_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8995+STABILITY: SURFACE MOTION
 AI8995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8995+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 AI8995
 AI8995  HISTORY     - Date     Condition        Report By
 AI8995  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI8995  HISTORY     - 20060905 GOOD             USPSQD
 AI8995
 AI8995                          STATION DESCRIPTION
 AI8995
 AI8995'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI8995'THE STATION IS LOCATED APPROXIMATELY 10.2 MI (16.4 KM) WEST OF
 AI8995'COVINGTON, 5.4 MI (8.7 KM) NOTHWEST OF FLORENCE, AND 2.6 MI (4.2 KM)
 AI8995'NORTHEAST OF BURLINGTON.
 AI8995'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND NORTH
 AI8995'BEND ROAD, PROCEED SOUTH 1.45 MI (2.33 KM) ALONG NORTH BEND ROAD TO
 AI8995'THE JUNCTION OF COUGAR PATH ROAD ON THE LEFT.  TURN LEFT AND PROCEED
 AI8995'EAST 0.1 MI (0.2 KM) ALONG COUGAR PATH ROAD TO A ROAD ON THE RIGHT.
 AI8995'TURN RIGHT AND PROCEED SOUTH 0.05 MI (0.08 KM) TO A SHARP CORNER
 AI8995'LEADING TO THE RIGHT AND THE STATION ON THE LEFT.
 AI8995'THE STATION IS LOCATED 26.883 M (88.199 FT) SOUTHEAST OF UTILITY POLE
 AI8995'14BN 804E, 14.935 M (48.999 FT) EAST OF A LIGHT POLE, 5.608 M (18.399
 AI8995'FT) SOUTH OF THE PROJECTED CENTERLINE OF THE EAST/WEST PORTION OF THE
 AI8995'ROAD, AND 3.475 M (11.401 FT) SOUTHEAST OF THE CORNER OF THE BACK OF
 AI8995'CURB.  THE STATION IS AN ALUMINUM DISK STAMPED-- 405 SET 2000-- SET IN
 AI8995'THE TOP OF A 0.3 M (1.0 FT) DIAMETER CONCRETE MONUMENT WITH AN
 AI8995'IMBEDDED REBAR SET FLUSH WITH THE GROUND.
 AI8995
 AI8995                          STATION RECOVERY (2006)
 AI8995
 AI8995'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI8995'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8.0 FEET
 AI8995'EAST-NORTHEAST OF A --STOP-- SIGN METAL POST AND 1.5 FEET EAST OF AN
 AI8995'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9018 ***********************************************************************
 AI9018  DESIGNATION -  405 AZ MK
 AI9018  PID         -  AI9018
 AI9018  STATE/COUNTY-  KY/BOONE
 AI9018  USGS QUAD   -  BURLINGTON (1991)
 AI9018
 AI9018                         *CURRENT SURVEY CONTROL
 AI9018  ___________________________________________________________________
 AI9018* NAD 83(1993)-  39 03 48.07061(N)    084 42 14.05896(W)     ADJUSTED  
 AI9018* NAVD 88     -       272.9    (meters)     895.     (feet)  GPS OBS   
 AI9018  ___________________________________________________________________
 AI9018  X           -     457,736.904 (meters)                     COMP
 AI9018  Y           -  -4,937,913.286 (meters)                     COMP
 AI9018  Z           -   3,997,930.925 (meters)                     COMP
 AI9018  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AI9018  ELLIP HEIGHT-         238.87  (meters)          (01/02/01) GPS OBS
 AI9018  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AI9018
 AI9018  HORZ ORDER  -  FIRST
 AI9018  ELLP ORDER  -  THIRD     CLASS II
 AI9018
 AI9018.The horizontal coordinates were established by GPS observations
 AI9018.and adjusted by the National Geodetic Survey in January 2001..
 AI9018
 AI9018.The orthometric height was determined by GPS observations and a
 AI9018.high-resolution geoid model.
 AI9018
 AI9018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9018
 AI9018.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9018
 AI9018.The ellipsoidal height was determined by GPS observations
 AI9018.and is referenced to NAD 83.
 AI9018
 AI9018.The geoid height was determined by GEOID03.
 AI9018
 AI9018;                    North         East     Units Scale Factor Converg.
 AI9018;SPC KY1Z     - 1,303,515.779 1,590,547.509   MT  1.00011981   +0 38 32.1
 AI9018;SPC KY1Z     - 4,276,618.02  5,218,321.29   sFT  1.00011981   +0 38 32.1
 AI9018;SPC KY N     -   173,631.513   460,714.433   MT  1.00001613   -0 16 56.5
 AI9018;SPC KY N     -   569,656.06  1,511,527.27   sFT  1.00001613   -0 16 56.5
 AI9018;UTM  16      - 4,326,316.155   698,656.504   MT  1.00008596   +1 26 50.7
 AI9018
 AI9018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9018!SPC KY1Z     -   0.99996252  x   1.00011981  =   1.00008233
 AI9018!SPC KY N     -   0.99996252  x   1.00001613  =   0.99997865
 AI9018!UTM  16      -   0.99996252  x   1.00008596  =   1.00004848
 AI9018
 AI9018:                Primary Azimuth Mark                     Grid Az
 AI9018:SPC KY1Z     -  405                                      149 22 52.4
 AI9018:SPC KY N     -  405                                      150 18 21.0
 AI9018:UTM  16      -  405                                      148 34 33.8
 AI9018
 AI9018|---------------------------------------------------------------------|
 AI9018| PID    Reference Object                     Distance      Geod. Az  |
 AI9018|                                                           dddmmss.s |
 AI9018| AI8995 405                                 403.910 METERS 1500124.5 |
 AI9018|---------------------------------------------------------------------|
 AI9018
 AI9018                          SUPERSEDED SURVEY CONTROL
 AI9018
 AI9018.No superseded survey control is available for this station.
 AI9018
 AI9018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9865726316(NAD 83)
 AI9018_MARKER: DD = SURVEY DISK
 AI9018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9018_STAMPING: 405A SET 2000
 AI9018_MARK LOGO: WOOLPT
 AI9018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9018+STABILITY: SURFACE MOTION
 AI9018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9018+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9018
 AI9018  HISTORY     - Date     Condition        Report By
 AI9018  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9018
 AI9018                          STATION DESCRIPTION
 AI9018
 AI9018'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9018'THE STATION IS LOCATED APPROXIMATELY 10.2 MI (16.4 KM) WEST OF
 AI9018'COVINGTON, 5.4 MI (8.7 KM) NOTHWEST OF FLORENCE, 2.6 MI (4.2 KM)
 AI9018'NORTHEAST OF BURLINGTON, AND IS AT THE CONNER HIGH SCHOOL.
 AI9018'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND NORTH
 AI9018'BEND ROAD, PROCEED SOUTH 1.35 MI (2.17 KM) ALONG NORTH BEND ROAD TO
 AI9018'THE STATION ON THE LEFT, JUST BEFORE THE JUNCTION OF COUGAR PATH ROAD.
 AI9018'THE STATION IS LOCATED 34.747 M (113.999 FT) NORTHWEST OF THE CORNER
 AI9018'OF THE HIGH SCHOOL SIGN, 18.288 M (60.000 FT) WEST OF THE EDGE OF
 AI9018'PAVEMENT OF NORTH BEND ROAD, AND 3.170 M (10.400 FT) EAST OF A FENCE
 AI9018'AND HEDGE.  THE STATION IS AN ALUMINUM DISK STAMPED-- 405A SET 2000--
 AI9018'SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER CONCRETE MONUMENT WITH AN
 AI9018'IMBEDDED REBAR SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8996 ***********************************************************************
 AI8996  DESIGNATION -  406
 AI8996  PID         -  AI8996
 AI8996  STATE/COUNTY-  KY/BOONE
 AI8996  USGS QUAD   -  BURLINGTON (1991)
 AI8996
 AI8996                         *CURRENT SURVEY CONTROL
 AI8996  ___________________________________________________________________
 AI8996* NAD 83(1993)-  39 01 36.12223(N)    084 42 04.78652(W)     ADJUSTED  
 AI8996* NAVD 88     -       259.7    (meters)     852.     (feet)  GPS OBS   
 AI8996  ___________________________________________________________________
 AI8996  X           -     458,194.654 (meters)                     COMP
 AI8996  Y           -  -4,940,434.876 (meters)                     COMP
 AI8996  Z           -   3,994,762.334 (meters)                     COMP
 AI8996  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AI8996  ELLIP HEIGHT-         225.73  (meters)          (01/02/01) GPS OBS
 AI8996  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 AI8996
 AI8996  HORZ ORDER  -  FIRST
 AI8996  ELLP ORDER  -  THIRD     CLASS II
 AI8996
 AI8996.The horizontal coordinates were established by GPS observations
 AI8996.and adjusted by the National Geodetic Survey in January 2001..
 AI8996
 AI8996.The orthometric height was determined by GPS observations and a
 AI8996.high-resolution geoid model.
 AI8996
 AI8996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8996
 AI8996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8996
 AI8996.The ellipsoidal height was determined by GPS observations
 AI8996.and is referenced to NAD 83.
 AI8996
 AI8996.The geoid height was determined by GEOID03.
 AI8996
 AI8996;                    North         East     Units Scale Factor Converg.
 AI8996;SPC KY1Z     - 1,299,449.070 1,590,816.173   MT  1.00010671   +0 38 37.8
 AI8996;SPC KY1Z     - 4,263,275.82  5,219,202.73   sFT  1.00010671   +0 38 37.8
 AI8996;SPC KY N     -   169,561.406   460,917.417   MT  1.00000968   -0 16 50.7
 AI8996;SPC KY N     -   556,302.71  1,512,193.23   sFT  1.00000968   -0 16 50.7
 AI8996;UTM  16      - 4,322,253.727   698,982.240   MT  1.00008756   +1 26 52.5
 AI8996
 AI8996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8996!SPC KY1Z     -   0.99996459  x   1.00010671  =   1.00007129
 AI8996!SPC KY N     -   0.99996459  x   1.00000968  =   0.99997426
 AI8996!UTM  16      -   0.99996459  x   1.00008756  =   1.00005214
 AI8996
 AI8996|---------------------------------------------------------------------|
 AI8996| PID    Reference Object                     Distance      Geod. Az  |
 AI8996|                                                           dddmmss.s |
 AI8996| AI9019 406 AZ MK                           382.875 METERS 35851     |
 AI8996|---------------------------------------------------------------------|
 AI8996
 AI8996                          SUPERSEDED SURVEY CONTROL
 AI8996
 AI8996.No superseded survey control is available for this station.
 AI8996
 AI8996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9898222254(NAD 83)
 AI8996_MARKER: DD = SURVEY DISK
 AI8996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8996_STAMPING: 406 SET 2000
 AI8996_MARK LOGO: WOOLPT
 AI8996_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8996+STABILITY: SURFACE MOTION
 AI8996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8996+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 AI8996
 AI8996  HISTORY     - Date     Condition        Report By
 AI8996  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI8996  HISTORY     - 20060905 GOOD             USPSQD
 AI8996
 AI8996                          STATION DESCRIPTION
 AI8996
 AI8996'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI8996'THE STATION IS LOCATED APPROXIMATELY 11.0 MI (17.7 KM) WEST OF
 AI8996'COVINGTON, 4.4 MI (7.1 KM) NORTHWEST OF FLORENCE, 1.3 MI (2.1 KM) EAST
 AI8996'OF BURLINGTON AND IS AT STEPHENS ELEMENTARY SCHOOL.
 AI8996'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND NORTH
 AI8996'BEND ROAD, PROCEED SOUTH 3.9 MI (6.3 KM) ALONG NORTH BEND ROAD TO THE
 AI8996'STATION ON THE RIGHT, BETWEEN THE ROAD AND THE FENCE SURROUNDING
 AI8996'STEPHENS ELEMENTARY SCHOOL.
 AI8996'THE STATION IS LOCATED 86.899 M (285.101 FT) NORTH OF THE ENTRANCE TO
 AI8996'THE SCHOOL, 13.807 M (45.298 FT) WEST OF THE EDGE OF NORTH BEND ROAD,
 AI8996'9.480 M (31.102 FT) SOUTHEAST OF AN ANGLE POINT IN THE FENCE, AND
 AI8996'5.883 M (19.301 FT) EAST OF THE FENCE.  THE STATION IS AN ALUMINUM
 AI8996'DISK STAMPED-- 406 SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT)
 AI8996'DIAMETER ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH
 AI8996'THE GROUND.
 AI8996
 AI8996                          STATION RECOVERY (2006)
 AI8996
 AI8996'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI8996'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M WEST
 AI8996'OF AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9019 ***********************************************************************
 AI9019  DESIGNATION -  406 AZ MK
 AI9019  PID         -  AI9019
 AI9019  STATE/COUNTY-  KY/BOONE
 AI9019  USGS QUAD   -  BURLINGTON (1991)
 AI9019
 AI9019                         *CURRENT SURVEY CONTROL
 AI9019  ___________________________________________________________________
 AI9019* NAD 83(1993)-  39 01 48.53552(N)    084 42 05.10466(W)     ADJUSTED  
 AI9019* NAVD 88     -       257.1    (meters)     844.     (feet)  GPS OBS   
 AI9019  ___________________________________________________________________
 AI9019  X           -     458,164.585 (meters)                     COMP
 AI9019  Y           -  -4,940,193.527 (meters)                     COMP
 AI9019  Z           -   3,995,058.065 (meters)                     COMP
 AI9019  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AI9019  ELLIP HEIGHT-         223.11  (meters)          (01/02/01) GPS OBS
 AI9019  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 AI9019
 AI9019  HORZ ORDER  -  FIRST
 AI9019  ELLP ORDER  -  THIRD     CLASS II
 AI9019
 AI9019.The horizontal coordinates were established by GPS observations
 AI9019.and adjusted by the National Geodetic Survey in January 2001..
 AI9019
 AI9019.The orthometric height was determined by GPS observations and a
 AI9019.high-resolution geoid model.
 AI9019
 AI9019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9019
 AI9019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9019
 AI9019.The ellipsoidal height was determined by GPS observations
 AI9019.and is referenced to NAD 83.
 AI9019
 AI9019.The geoid height was determined by GEOID03.
 AI9019
 AI9019;                    North         East     Units Scale Factor Converg.
 AI9019;SPC KY1Z     - 1,299,831.799 1,590,804.219   MT  1.00010792   +0 38 37.6
 AI9019;SPC KY1Z     - 4,264,531.49  5,219,163.51   sFT  1.00010792   +0 38 37.6
 AI9019;SPC KY N     -   169,944.241   460,911.641   MT  1.00001027   -0 16 50.9
 AI9019;SPC KY N     -   557,558.73  1,512,174.28   sFT  1.00001027   -0 16 50.9
 AI9019;UTM  16      - 4,322,636.243   698,964.916   MT  1.00008747   +1 26 52.7
 AI9019
 AI9019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9019!SPC KY1Z     -   0.99996500  x   1.00010792  =   1.00007291
 AI9019!SPC KY N     -   0.99996500  x   1.00001027  =   0.99997527
 AI9019!UTM  16      -   0.99996500  x   1.00008747  =   1.00005246
 AI9019
 AI9019|---------------------------------------------------------------------|
 AI9019| PID    Reference Object                     Distance      Geod. Az  |
 AI9019|                                                           dddmmss.s |
 AI9019| AI8996 406                                 382.875 METERS 17851     |
 AI9019|---------------------------------------------------------------------|
 AI9019
 AI9019                          SUPERSEDED SURVEY CONTROL
 AI9019
 AI9019.No superseded survey control is available for this station.
 AI9019
 AI9019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9896522636(NAD 83)
 AI9019_MARKER: DD = SURVEY DISK
 AI9019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9019_STAMPING: 406A SET 2000
 AI9019_MARK LOGO: WOOLPT
 AI9019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9019+STABILITY: SURFACE MOTION
 AI9019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9019+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 AI9019
 AI9019  HISTORY     - Date     Condition        Report By
 AI9019  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9019  HISTORY     - 20060905 GOOD             USPSQD
 AI9019
 AI9019                          STATION DESCRIPTION
 AI9019
 AI9019'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9019'THE STATION IS LOCATED APPROXIMATELY 11.0 MI (17.7 KM) WEST OF
 AI9019'COVINGTON, 4.4 MI (7.1 KM) NORTHWEST OF FLORENCE, AND 1.3 MI (2.1 KM)
 AI9019'EAST OF BURLINGTON.
 AI9019'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND NORTH
 AI9019'BEND ROAD, PROCEED SOUTH 3.7 MI (6.0 KM) ALONG NORTH BEND ROAD TO THE
 AI9019'STATION ON THE LEFT, ACROSS THE ROAD FROM THE ENTRANCE TO THE
 AI9019'WRIGHTWAY NURSERY.
 AI9019'THE STATION IS LOCATED 20.178 M (66.201 FT) NORTHEAST OF A 0.3 M (1.0
 AI9019'FT) DIAMTER CORRUGATED METAL PIPE, 17.250 M (56.594 FT) NORTHWEST OF
 AI9019'UTILITY POLE 20BN-508C, AND 10.515 M (34.498 FT) EAST OF THE EDGE OF
 AI9019'NORTH BEND ROAD.  THE STATION IS AN ALUMINUM DISK STAMPED-- 406A SET
 AI9019'2000-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER ROUND CONCRETE
 AI9019'MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE GROUND.
 AI9019
 AI9019                          STATION RECOVERY (2006)
 AI9019
 AI9019'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9019'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M WEST
 AI9019'OF AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8997 ***********************************************************************
 AI8997  DESIGNATION -  407
 AI8997  PID         -  AI8997
 AI8997  STATE/COUNTY-  KY/BOONE
 AI8997  USGS QUAD   -  BURLINGTON (1991)
 AI8997
 AI8997                         *CURRENT SURVEY CONTROL
 AI8997  ___________________________________________________________________
 AI8997* NAD 83(1993)-  39 00 51.94514(N)    084 40 31.34058(W)     ADJUSTED  
 AI8997* NAVD 88     -       268.4    (meters)     881.     (feet)  GPS OBS   
 AI8997  ___________________________________________________________________
 AI8997  X           -     460,513.034 (meters)                     COMP
 AI8997  Y           -  -4,941,087.504 (meters)                     COMP
 AI8997  Z           -   3,993,709.307 (meters)                     COMP
 AI8997  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AI8997  ELLIP HEIGHT-         234.35  (meters)          (01/02/01) GPS OBS
 AI8997  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AI8997
 AI8997  HORZ ORDER  -  FIRST
 AI8997  ELLP ORDER  -  THIRD     CLASS II
 AI8997
 AI8997.The horizontal coordinates were established by GPS observations
 AI8997.and adjusted by the National Geodetic Survey in January 2001..
 AI8997
 AI8997.The orthometric height was determined by GPS observations and a
 AI8997.high-resolution geoid model.
 AI8997
 AI8997.Photographs are available for this station.
 AI8997
 AI8997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8997
 AI8997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8997
 AI8997.The ellipsoidal height was determined by GPS observations
 AI8997.and is referenced to NAD 83.
 AI8997
 AI8997.The geoid height was determined by GEOID03.
 AI8997
 AI8997;                    North         East     Units Scale Factor Converg.
 AI8997;SPC KY1Z     - 1,298,112.269 1,593,079.690   MT  1.00010241   +0 39 35.2
 AI8997;SPC KY1Z     - 4,258,890.00  5,226,628.95   sFT  1.00010241   +0 39 35.2
 AI8997;SPC KY N     -   168,188.390   463,158.856   MT  1.00000761   -0 15 52.6
 AI8997;SPC KY N     -   551,798.08  1,519,547.01   sFT  1.00000761   -0 15 52.6
 AI8997;UTM  16      - 4,320,948.838   701,264.268   MT  1.00009881   +1 27 50.0
 AI8997
 AI8997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8997!SPC KY1Z     -   0.99996323  x   1.00010241  =   1.00006564
 AI8997!SPC KY N     -   0.99996323  x   1.00000761  =   0.99997084
 AI8997!UTM  16      -   0.99996323  x   1.00009881  =   1.00006204
 AI8997
 AI8997:                Primary Azimuth Mark                     Grid Az
 AI8997:SPC KY1Z     -  NKC 021 AZ MK                            119 12 50.1
 AI8997:SPC KY N     -  NKC 021 AZ MK                            120 08 17.9
 AI8997:UTM  16      -  NKC 021 AZ MK                            118 24 35.3
 AI8997
 AI8997|---------------------------------------------------------------------|
 AI8997| PID    Reference Object                     Distance      Geod. Az  |
 AI8997|                                                           dddmmss.s |
 AI8997| DF5018 NKC 021 AZ MK                       492.964 METERS 1195225.3 |
 AI8997|---------------------------------------------------------------------|
 AI8997
 AI8997                          SUPERSEDED SURVEY CONTROL
 AI8997
 AI8997.No superseded survey control is available for this station.
 AI8997
 AI8997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0126420949(NAD 83)
 AI8997_MARKER: DD = SURVEY DISK
 AI8997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8997_STAMPING: 407 SET 2000
 AI8997_MARK LOGO: WOOLPT
 AI8997_PROJECTION: FLUSH
 AI8997_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8997+STABILITY: SURFACE MOTION
 AI8997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8997+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 AI8997
 AI8997  HISTORY     - Date     Condition        Report By
 AI8997  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI8997  HISTORY     - 20020522 GOOD             WOOLPT
 AI8997  HISTORY     - 20060906 GOOD             USPSQD
 AI8997
 AI8997                          STATION DESCRIPTION
 AI8997
 AI8997'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI8997'THE STATION IS LOCATED APPROXIMATELY 10.0 MI (16.1 KM) SOUTHWEST OF
 AI8997'COVINGTON, 2.8 MI (4.5 KM) SOUTHEAST OF BURLINGTON, AND 2.4 MI (3.9
 AI8997'KM) NORTHWEST OF FLORENCE.
 AI8997'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 71 AND 75 AND KY
 AI8997'RT 18, PROCEED WEST 1.7 MI (2.7 KM) ALONG KY RT 18 TO THE JUNCTION OF
 AI8997'BOONE AIRE ROAD AND THE STATION ON THE RIGHT.
 AI8997'THE STATION IS LOCATED 20.452 M (67.100 FT) NORTH OF THE CENTERLINE
 AI8997'END OF THE DRIVEWAY FOR HOUSE NUMBER 1459, 16.855 M (55.298 FT) WEST
 AI8997'OF THE EDGE OF BOONE AIRE ROAD, 15.300 M (50.197 FT) SOUTH OF THE EDGE
 AI8997'OF KY RT 18, AND 10.881 M (35.699 FT) SOUTHWEST OF A SIGNAL POLE.  THE
 AI8997'STATION IS AN ALUMINUM DISK STAMPED-- 407 SET 2000-- SET IN THE TOP OF
 AI8997'A 0.3 M (1.0 FT) DIAMTER ROUND CONCRETE MONUMENT WITH AN IMBEDDED
 AI8997'REBAR SET FLUSH WITH THE GROUND.
 AI8997
 AI8997                          STATION RECOVERY (2002)
 AI8997
 AI8997'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 AI8997'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AI8997' 
 AI8997'
 AI8997
 AI8997                          STATION RECOVERY (2006)
 AI8997
 AI8997'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI8997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9020 ***********************************************************************
 AI9020  DESIGNATION -  407 AZ MK
 AI9020  PID         -  AI9020
 AI9020  STATE/COUNTY-  KY/BOONE
 AI9020  USGS QUAD   -  BURLINGTON (1991)
 AI9020
 AI9020                         *CURRENT SURVEY CONTROL
 AI9020  ___________________________________________________________________
 AI9020* NAD 83(1993)-  39 00 32.01546(N)    084 39 51.71361(W)     ADJUSTED  
 AI9020* NAVD 88     -       261.7    (meters)     859.     (feet)  GPS OBS   
 AI9020  ___________________________________________________________________
 AI9020  X           -     461,497.790 (meters)                     COMP
 AI9020  Y           -  -4,941,379.025 (meters)                     COMP
 AI9020  Z           -   3,993,227.579 (meters)                     COMP
 AI9020  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AI9020  ELLIP HEIGHT-         227.73  (meters)          (01/02/01) GPS OBS
 AI9020  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AI9020
 AI9020  HORZ ORDER  -  FIRST
 AI9020  ELLP ORDER  -  THIRD     CLASS II
 AI9020
 AI9020.The horizontal coordinates were established by GPS observations
 AI9020.and adjusted by the National Geodetic Survey in January 2001..
 AI9020
 AI9020.The orthometric height was determined by GPS observations and a
 AI9020.high-resolution geoid model.
 AI9020
 AI9020.Photographs are available for this station.
 AI9020
 AI9020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9020
 AI9020.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9020
 AI9020.The ellipsoidal height was determined by GPS observations
 AI9020.and is referenced to NAD 83.
 AI9020
 AI9020.The geoid height was determined by GEOID03.
 AI9020
 AI9020;                    North         East     Units Scale Factor Converg.
 AI9020;SPC KY1Z     - 1,297,508.698 1,594,040.220   MT  1.00010049   +0 39 59.5
 AI9020;SPC KY1Z     - 4,256,909.79  5,229,780.29   sFT  1.00010049   +0 39 59.5
 AI9020;SPC KY N     -   167,569.460   464,109.434   MT  1.00000669   -0 15 27.9
 AI9020;SPC KY N     -   549,767.47  1,522,665.70   sFT  1.00000669   -0 15 27.9
 AI9020;UTM  16      - 4,320,358.806   702,233.173   MT  1.00010362   +1 28 14.3
 AI9020
 AI9020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9020!SPC KY1Z     -   0.99996427  x   1.00010049  =   1.00006476
 AI9020!SPC KY N     -   0.99996427  x   1.00000669  =   0.99997096
 AI9020!UTM  16      -   0.99996427  x   1.00010362  =   1.00006789
 AI9020
 AI9020                          SUPERSEDED SURVEY CONTROL
 AI9020
 AI9020.No superseded survey control is available for this station.
 AI9020
 AI9020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0223320359(NAD 83)
 AI9020_MARKER: DD = SURVEY DISK
 AI9020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9020_STAMPING: 407A SET 2000
 AI9020_MARK LOGO: WOOLPT
 AI9020_PROJECTION: FLUSH
 AI9020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9020+STABILITY: SURFACE MOTION
 AI9020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9020+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 AI9020
 AI9020  HISTORY     - Date     Condition        Report By
 AI9020  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9020  HISTORY     - 20020522 GOOD             WOOLPT
 AI9020  HISTORY     - 20060906 GOOD             USPSQD
 AI9020
 AI9020                          STATION DESCRIPTION
 AI9020
 AI9020'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9020'THE STATION IS LOCATED APPROXIMATELY 10.0 MI (16.1 KM) SOUTHWEST OF
 AI9020'COVINGTON, 2.8 MI (4.5 KM) SOUTHEAST OF BURLINGTON, AND 2.4 MI (3.9
 AI9020'KM) NORTHWEST OF FLORENCE.
 AI9020'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 71 AND 75 AND KY
 AI9020'RT 18, PROCEED WEST 1.25 MI (2.01 KM) ALONG KY RT 18 TO THE JUNCTION
 AI9020'OF BOONE AIRE ROAD AND THE STATION ON THE RIGHT.
 AI9020'THE STATION IS LOCATED 21.000 M (68.897 FT) SOUTHWEST OF THE SOUTHEAST
 AI9020'CORNER OF A SIGN-- SQUARE D--, 7.710 M (25.295 FT) NORTHWEST OF THE
 AI9020'SOUTH END OF A GRASS MEDIAN SOUTH OF A GUARD HOUSE, 6.340 M (20.800
 AI9020'FT) NORTHEAST OF THE EDGE OF PAVEMENT OF KY RT 18, AND 1.830 M (6.004
 AI9020'FT) EAST OF THE NORTHEAST CORNER OF A HEADWALL. THE STATION IS AN
 AI9020'ALUMINUM DISK STAMPED-- 407A SET 2000-- SET IN THE TOP OF A 0.3 M (1.0
 AI9020'FT) DIAMTER ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET FLUSH
 AI9020'WITH THE GROUND.
 AI9020
 AI9020                          STATION RECOVERY (2002)
 AI9020
 AI9020'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 AI9020'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AI9020' 
 AI9020' 
 AI9020'
 AI9020
 AI9020                          STATION RECOVERY (2006)
 AI9020
 AI9020'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8998 ***********************************************************************
 AI8998  DESIGNATION -  408
 AI8998  PID         -  AI8998
 AI8998  STATE/COUNTY-  KY/BOONE
 AI8998  USGS QUAD   -  BURLINGTON (1991)
 AI8998
 AI8998                         *CURRENT SURVEY CONTROL
 AI8998  ___________________________________________________________________
 AI8998* NAD 83(1993)-  39 01 35.97619(N)    084 38 32.50945(W)     ADJUSTED  
 AI8998* NAVD 88     -       281.2    (meters)     923.     (feet)  GPS OBS   
 AI8998  ___________________________________________________________________
 AI8998  X           -     463,280.670 (meters)                     COMP
 AI8998  Y           -  -4,939,980.108 (meters)                     COMP
 AI8998  Z           -   3,994,772.329 (meters)                     COMP
 AI8998  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AI8998  ELLIP HEIGHT-         247.16  (meters)          (01/02/01) GPS OBS
 AI8998  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AI8998
 AI8998  HORZ ORDER  -  FIRST
 AI8998  ELLP ORDER  -  THIRD     CLASS II
 AI8998
 AI8998.The horizontal coordinates were established by GPS observations
 AI8998.and adjusted by the National Geodetic Survey in January 2001..
 AI8998
 AI8998.The orthometric height was determined by GPS observations and a
 AI8998.high-resolution geoid model.
 AI8998
 AI8998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8998
 AI8998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8998
 AI8998.The ellipsoidal height was determined by GPS observations
 AI8998.and is referenced to NAD 83.
 AI8998
 AI8998.The geoid height was determined by GEOID03.
 AI8998
 AI8998;                    North         East     Units Scale Factor Converg.
 AI8998;SPC KY1Z     - 1,299,503.563 1,595,922.510   MT  1.00010669   +0 40 48.2
 AI8998;SPC KY1Z     - 4,263,454.61  5,235,955.77   sFT  1.00010669   +0 40 48.2
 AI8998;SPC KY N     -   169,533.516   466,023.473   MT  1.00000967   -0 14 38.7
 AI8998;SPC KY N     -   556,211.21  1,528,945.34   sFT  1.00000967   -0 14 38.7
 AI8998;UTM  16      - 4,322,379.914   704,087.275   MT  1.00011290   +1 29 06.3
 AI8998
 AI8998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8998!SPC KY1Z     -   0.99996122  x   1.00010669  =   1.00006791
 AI8998!SPC KY N     -   0.99996122  x   1.00000967  =   0.99997089
 AI8998!UTM  16      -   0.99996122  x   1.00011290  =   1.00007412
 AI8998
 AI8998:                Primary Azimuth Mark                     Grid Az
 AI8998:SPC KY1Z     -  408 AZ MK                                140 45 40.5
 AI8998:SPC KY N     -  408 AZ MK                                141 41 07.4
 AI8998:UTM  16      -  408 AZ MK                                139 57 22.4
 AI8998
 AI8998|---------------------------------------------------------------------|
 AI8998| PID    Reference Object                     Distance      Geod. Az  |
 AI8998|                                                           dddmmss.s |
 AI8998| AI9021 408 AZ MK                           412.898 METERS 1412628.7 |
 AI8998|---------------------------------------------------------------------|
 AI8998
 AI8998                          SUPERSEDED SURVEY CONTROL
 AI8998
 AI8998.No superseded survey control is available for this station.
 AI8998
 AI8998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0408722380(NAD 83)
 AI8998_MARKER: DD = SURVEY DISK
 AI8998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8998_STAMPING: 408 SET 2000
 AI8998_MARK LOGO: WOOLPT
 AI8998_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8998+STABILITY: SURFACE MOTION
 AI8998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8998+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2006
 AI8998
 AI8998  HISTORY     - Date     Condition        Report By
 AI8998  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI8998  HISTORY     - 20040318 GOOD             INDIV
 AI8998  HISTORY     - 20060423 GOOD             GEOCAC
 AI8998
 AI8998                          STATION DESCRIPTION
 AI8998
 AI8998'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI8998'THE STATION IS LOCATED APPROXIMATELY 8.0 MI (12.9 KM) SOUTHWEST OF
 AI8998'COVINGTON, 4.7 MI (7.6 KM) EAST OF BURLINGTON, AND 1.8 MI (2.9 KM)
 AI8998'NORTHWEST OF FLORENCE.
 AI8998'TO REACH THE STATION FROM THE JUNCTION OF THE INTERSTATES 71 AND 75
 AI8998'OVERPASS AND TURFWAY ROAD (KY RT 1017) , PROCEED NORTHWEST 1.2 MI (1.9
 AI8998'KM) ALONG TURFWAY ROAD (KY RT 1017) TO THE STATION ON THE RIGHT AT AN
 AI8998'ENTRANCE TO TURFWAY BARNS AND STABLES.
 AI8998'THE STATION IS LOCATED 35.723 M (117.201 FT) NORTHWEST OF THE
 AI8998'NORTHERNMOST PINE TREE, 11.000 M (36.089 FT) NORTHEAST OF THE
 AI8998'CENTERLINE OF TURFWAY ROAD, 7.405 M (24.295 FT) SOUTHEAST OF THE GATE
 AI8998'POST ON THE NORTH SIDE OF THE GRASS ROAD ENTRANCE, AND 3.505 M (11.499
 AI8998'FT) SOUTH OF THE FENCE CORNER.  THE STATION IS AN ALUMINUM DISK
 AI8998'STAMPED-- 408 SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER
 AI8998'CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE GROUND.
 AI8998
 AI8998                          STATION RECOVERY (2004)
 AI8998
 AI8998'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DJR)
 AI8998'RECOVERED IN GOOD CONDITION.
 AI8998
 AI8998                          STATION RECOVERY (2006)
 AI8998
 AI8998'RECOVERY NOTE BY GEOCACHING 2006
 AI8998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0154 ***********************************************************************
 HZ0154  DESIGNATION -  408 2
 HZ0154  PID         -  HZ0154
 HZ0154  STATE/COUNTY-  KY/FAYETTE
 HZ0154  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0154
 HZ0154                         *CURRENT SURVEY CONTROL
 HZ0154  ___________________________________________________________________
 HZ0154* NAD 83(1993)-  38 02 28.29417(N)    084 25 12.15270(W)     ADJUSTED  
 HZ0154* NAVD 88     -       299.32   (+/-2cm)     982.0    (feet)  VERTCON   
 HZ0154  ___________________________________________________________________
 HZ0154  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 HZ0154  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HZ0154
 HZ0154  HORZ ORDER  -  SECOND
 HZ0154  VERT ORDER  -  ? (See Below)
 HZ0154
 HZ0154.The horizontal coordinates were established by classical geodetic methods
 HZ0154.and adjusted by the National Geodetic Survey in December 1995..
 HZ0154
 HZ0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0154.The vertical order pertains to the NGVD 29 superseded value.
 HZ0154
 HZ0154.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0154
 HZ0154.The geoid height was determined by GEOID03.
 HZ0154
 HZ0154;                    North         East     Units Scale Factor Converg.
 HZ0154;SPC KY1Z     - 1,190,374.593 1,616,733.508   MT  0.99990906   +0 48 59.6
 HZ0154;SPC KY1Z     - 3,905,420.64  5,304,233.18   sFT  0.99990906   +0 48 59.6
 HZ0154;SPC KY N     -    60,084.280   485,073.279   MT  0.99998956   -0 06 20.8
 HZ0154;SPC KY N     -   197,126.51  1,591,444.58   sFT  0.99998956   -0 06 20.8
 HZ0154;UTM  16      - 4,213,527.807   726,405.202   MT  1.00023136   +1 35 25.9
 HZ0154
 HZ0154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0154!SPC KY1Z     -   0.99995823  x   0.99990906  =   0.99986729
 HZ0154!SPC KY N     -   0.99995823  x   0.99998956  =   0.99994779
 HZ0154!UTM  16      -   0.99995823  x   1.00023136  =   1.00018958
 HZ0154
 HZ0154                          SUPERSEDED SURVEY CONTROL
 HZ0154
 HZ0154  NAD 83(1986)-  38 02 28.30243(N)    084 25 12.15955(W) AD(       ) 2
 HZ0154  NAD 27      -  38 02 28.01460(N)    084 25 12.38040(W) AD(       ) 2
 HZ0154  NGVD 29 (??/??/92)  299.473  (m)          982.52   (f) ADJ UNCH    ?  
 HZ0154
 HZ0154.Superseded values are not recommended for survey control.
 HZ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0154.See file dsdata.txt to determine how the superseded data were derived.
 HZ0154
 HZ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2640513528(NAD 83)
 HZ0154_MARKER: DD = SURVEY DISK
 HZ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0154_STAMPING: 408-2-1951
 HZ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0154+STABILITY: SURFACE MOTION
 HZ0154
 HZ0154  HISTORY     - Date     Condition        Report By
 HZ0154  HISTORY     - 1960     MONUMENTED       PAS
 HZ0154  HISTORY     - 1960     GOOD             PAS
 HZ0154
 HZ0154                          STATION DESCRIPTION
 HZ0154
 HZ0154'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0154'U.S.C. AND G.S. AND STATE SURVEY TRAVERSE STATION 408-2
 HZ0154'IS 76 FEET WEST OF TELEPHONE POLE, 74 FEET
 HZ0154'NORTH OF APPROXIMATE CENTER OF U.S. HIGHWAY 60, 1.0 FOOT SOUTH OF
 HZ0154'RIGHT OF WAY FENCE.  THE MARK IS A U.S.C. AND G.S. AND STATE SURVEY
 HZ0154'TRAVERSE STATION DISK SET IN TOP OF A CONCRETE POST PROJECTING 2
 HZ0154'INCHES AND STAMPED 408-2 1951.
 HZ0154'
 HZ0154'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0154'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE TO
 HZ0154'INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN LEFT
 HZ0154'AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55 MILE TO
 HZ0154'INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY 60 AND
 HZ0154'CONTINUE EAST FOR 3.45 MILES TO TOP OF GRADE AND STATION ON THE LEFT.
 HZ0154
 HZ0154                          STATION RECOVERY (1960)
 HZ0154
 HZ0154'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0154'4.7 MI E FROM LEXINGTON.
 HZ0154'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0154'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0154'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.
 HZ0154'TURN LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR
 HZ0154'0.55 MILE TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON
 HZ0154'U.S. HIGHWAY 60 AND CONTINUE EAST FOR 3.45 MILES TO TOP OF
 HZ0154'GRADE AND STATION ON THE LEFT.  REFERENCE MARK 1 IS 76 FEET WEST OF
 HZ0154'TELOEPHONE POLE, 74 FEET NORTH OF APPROXIMATE CENTER OF U.S.
 HZ0154'HIGHWAY 60, 1.0 FOOT SOUTH OF RIGHT OF WAY FENCE AND SET IN THE
 HZ0154'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9021 ***********************************************************************
 AI9021  DESIGNATION -  408 AZ MK
 AI9021  PID         -  AI9021
 AI9021  STATE/COUNTY-  KY/BOONE
 AI9021  USGS QUAD   -  BURLINGTON (1991)
 AI9021
 AI9021                         *CURRENT SURVEY CONTROL
 AI9021  ___________________________________________________________________
 AI9021* NAD 83(1993)-  39 01 25.50598(N)    084 38 21.81032(W)     ADJUSTED  
 AI9021* NAVD 88     -       274.1    (meters)     899.     (feet)  GPS OBS   
 AI9021  ___________________________________________________________________
 AI9021  X           -     463,555.392 (meters)                     COMP
 AI9021  Y           -  -4,940,153.033 (meters)                     COMP
 AI9021  Z           -   3,994,517.040 (meters)                     COMP
 AI9021  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AI9021  ELLIP HEIGHT-         240.10  (meters)          (01/02/01) GPS OBS
 AI9021  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AI9021
 AI9021  HORZ ORDER  -  FIRST
 AI9021  ELLP ORDER  -  THIRD     CLASS II
 AI9021
 AI9021.The horizontal coordinates were established by GPS observations
 AI9021.and adjusted by the National Geodetic Survey in January 2001..
 AI9021
 AI9021.The orthometric height was determined by GPS observations and a
 AI9021.high-resolution geoid model.
 AI9021
 AI9021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9021
 AI9021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9021
 AI9021.The ellipsoidal height was determined by GPS observations
 AI9021.and is referenced to NAD 83.
 AI9021
 AI9021.The geoid height was determined by GEOID03.
 AI9021
 AI9021;                    North         East     Units Scale Factor Converg.
 AI9021;SPC KY1Z     - 1,299,183.732 1,596,183.717   MT  1.00010567   +0 40 54.7
 AI9021;SPC KY1Z     - 4,262,405.29  5,236,812.74   sFT  1.00010567   +0 40 54.7
 AI9021;SPC KY N     -   169,209.546   466,279.464   MT  1.00000918   -0 14 32.0
 AI9021;SPC KY N     -   555,148.32  1,529,785.21   sFT  1.00000918   -0 14 32.0
 AI9021;UTM  16      - 4,322,063.783   704,352.952   MT  1.00011424   +1 29 12.7
 AI9021
 AI9021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9021!SPC KY1Z     -   0.99996233  x   1.00010567  =   1.00006800
 AI9021!SPC KY N     -   0.99996233  x   1.00000918  =   0.99997151
 AI9021!UTM  16      -   0.99996233  x   1.00011424  =   1.00007657
 AI9021
 AI9021:                Primary Azimuth Mark                     Grid Az
 AI9021:SPC KY1Z     -  408                                      320 45 40.7
 AI9021:SPC KY N     -  408                                      321 41 07.4
 AI9021:UTM  16      -  408                                      319 57 22.7
 AI9021
 AI9021|---------------------------------------------------------------------|
 AI9021| PID    Reference Object                     Distance      Geod. Az  |
 AI9021|                                                           dddmmss.s |
 AI9021| AI8998 408                                 412.898 METERS 3212635.4 |
 AI9021|---------------------------------------------------------------------|
 AI9021
 AI9021                          SUPERSEDED SURVEY CONTROL
 AI9021
 AI9021.No superseded survey control is available for this station.
 AI9021
 AI9021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0435322064(NAD 83)
 AI9021_MARKER: DD = SURVEY DISK
 AI9021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9021_STAMPING: 408A SET 2000
 AI9021_MARK LOGO: WOOLPT
 AI9021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9021+STABILITY: SURFACE MOTION
 AI9021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9021+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2006
 AI9021
 AI9021  HISTORY     - Date     Condition        Report By
 AI9021  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9021  HISTORY     - 20040318 GOOD             INDIV
 AI9021  HISTORY     - 20060423 GOOD             GEOCAC
 AI9021
 AI9021                          STATION DESCRIPTION
 AI9021
 AI9021'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9021'THE STATION IS LOCATED APPROXIMATELY 8.0 MI (12.9 KM) SOUTHWEST OF
 AI9021'COVINGTON, 4.7 MI (7.6 KM) EAST OF BURLINGTON, AND 1.8 MI (2.9 KM)
 AI9021'NORTHWEST OF FLORENCE.
 AI9021'TO REACH THE STATION FROM THE JUNCTION OF THE INTERSTATES 71 AND 75
 AI9021'OVERPASS AND TURFWAY ROAD (KY RT 1017) , PROCEED NORTHWEST 1.0 MI (1.6
 AI9021'KM) ALONG TURFWAY ROAD (KY RT 1017) TO THE STATION ON THE RIGHT IN THE
 AI9021'MIDDLE OF AN S-CURVE.
 AI9021'THE STATION IS LOCATED 27.490 M (90.190 FT) NORTH OF A LIGHT POLE,
 AI9021'19.690 M (64.600 FT) NORTHWEST OF A UTILITY POLE, 19.500 M (63.976 FT)
 AI9021'WEST OF A FENCE CORNER, AND 10.515 M (34.498 FT) EAST OF THE
 AI9021'CENTERLINE OF TURFWAY ROAD.  THE STATION IS AN ALUMINUM DISK STAMPED--
 AI9021'408A SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER CONCRETE
 AI9021'MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE GROUND.
 AI9021
 AI9021                          STATION RECOVERY (2004)
 AI9021
 AI9021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DJR)
 AI9021'RECOVERED IN GOOD CONDITION.
 AI9021
 AI9021                          STATION RECOVERY (2006)
 AI9021
 AI9021'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 AI9021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8999 ***********************************************************************
 AI8999  DESIGNATION -  409
 AI8999  PID         -  AI8999
 AI8999  STATE/COUNTY-  KY/BOONE
 AI8999  USGS QUAD   -  BURLINGTON (1991)
 AI8999
 AI8999                         *CURRENT SURVEY CONTROL
 AI8999  ___________________________________________________________________
 AI8999* NAD 83(1993)-  39 04 46.46696(N)    084 38 40.76098(W)     ADJUSTED  
 AI8999* NAVD 88     -       157.8    (meters)     518.     (feet)  GPS OBS   
 AI8999  ___________________________________________________________________
 AI8999  X           -     462,728.669 (meters)                     COMP
 AI8999  Y           -  -4,936,218.258 (meters)                     COMP
 AI8999  Z           -   3,999,256.548 (meters)                     COMP
 AI8999  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AI8999  ELLIP HEIGHT-         123.83  (meters)          (01/02/01) GPS OBS
 AI8999  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AI8999
 AI8999  HORZ ORDER  -  FIRST
 AI8999  ELLP ORDER  -  THIRD     CLASS II
 AI8999
 AI8999.The horizontal coordinates were established by GPS observations
 AI8999.and adjusted by the National Geodetic Survey in January 2001..
 AI8999
 AI8999.The orthometric height was determined by GPS observations and a
 AI8999.high-resolution geoid model.
 AI8999
 AI8999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8999
 AI8999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8999
 AI8999.The ellipsoidal height was determined by GPS observations
 AI8999.and is referenced to NAD 83.
 AI8999
 AI8999.The geoid height was determined by GEOID03.
 AI8999
 AI8999;                    North         East     Units Scale Factor Converg.
 AI8999;SPC KY1Z     - 1,305,375.817 1,595,654.437   MT  1.00012574   +0 40 43.1
 AI8999;SPC KY1Z     - 4,282,720.49  5,235,076.27   sFT  1.00012574   +0 40 43.1
 AI8999;SPC KY N     -   175,408.733   465,850.163   MT  1.00001912   -0 14 43.8
 AI8999;SPC KY N     -   575,486.82  1,528,376.74   sFT  1.00001912   -0 14 43.8
 AI8999;UTM  16      - 4,328,247.794   703,736.640   MT  1.00011113   +1 29 07.1
 AI8999
 AI8999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8999!SPC KY1Z     -   0.99998057  x   1.00012574  =   1.00010631
 AI8999!SPC KY N     -   0.99998057  x   1.00001912  =   0.99999969
 AI8999!UTM  16      -   0.99998057  x   1.00011113  =   1.00009170
 AI8999
 AI8999                          SUPERSEDED SURVEY CONTROL
 AI8999
 AI8999.No superseded survey control is available for this station.
 AI8999
 AI8999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0373728248(NAD 83)
 AI8999_MARKER: DD = SURVEY DISK
 AI8999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8999_STAMPING: 409 SET 2000
 AI8999_MARK LOGO: WOOLPT
 AI8999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8999+STABILITY: SURFACE MOTION
 AI8999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8999+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8999
 AI8999  HISTORY     - Date     Condition        Report By
 AI8999  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI8999
 AI8999                          STATION DESCRIPTION
 AI8999
 AI8999'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI8999'THE STATION IS LOCATED APPROXIMATELY 7.2 MI (11.6 KM) WEST OF
 AI8999'COVINGTON, 5.8 MI (9.3 KM) NORTH OF FLORENCE AND 5.4 MI (8.7 KM)
 AI8999'NORTHEAST OF BURLINGTON.
 AI8999'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND KY RT 236
 AI8999'(EXIT 4) , PROCEED NORTHEAST 0.25 MI (0.40 KM) TO THE JUNCTION OF KY
 AI8999'RT 236 AND PETERSBURG ROAD (KY RT 20) .  TURN RIGHT AND PROCEED
 AI8999'EASTERLY 0.47 MI (0.76 KM) TO THE JUNCTION OF RIVER ROAD (KY RT 8) ON
 AI8999'THE LEFT.  TURN LEFT AND PROCEED NORTHEAST 1.2 MI (1.9 KM) ALONG RIVER
 AI8999'ROAD TO THE STATION ON THE RIGHT, BETWEEN HOUSES 4634 AND 4654.
 AI8999'THE STATION IS LOCATED 39.898 M (130.899 FT) NORTHWESTY OF A UTILITY
 AI8999'POLE, 13.868 M (45.499 FT) EAST OF UTILITY POLE B04304RT, 6.066 M
 AI8999'(19.902 FT) NORTHEAST OF THE CENTERLINE OF RIVER ROAD, AND 4.603 M
 AI8999'(15.102 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE HEADWALL.
 AI8999'THE STATION IS AN ALUMINUM DISKE SET IN THE TOP OF A 0.3 M (1.0 FT)
 AI8999'DIAMETER ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH
 AI8999'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9000 ***********************************************************************
 AI9000  DESIGNATION -  410
 AI9000  PID         -  AI9000
 AI9000  STATE/COUNTY-  KY/BOONE
 AI9000  USGS QUAD   -  BURLINGTON (1991)
 AI9000
 AI9000                         *CURRENT SURVEY CONTROL
 AI9000  ___________________________________________________________________
 AI9000* NAD 83(1993)-  39 05 20.82410(N)    084 40 20.54209(W)     ADJUSTED  
 AI9000* NAVD 88     -       163.3    (meters)     536.     (feet)  GPS OBS   
 AI9000  ___________________________________________________________________
 AI9000  X           -     460,279.074 (meters)                     COMP
 AI9000  Y           -  -4,935,780.607 (meters)                     COMP
 AI9000  Z           -   4,000,082.392 (meters)                     COMP
 AI9000  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AI9000  ELLIP HEIGHT-         129.25  (meters)          (01/02/01) GPS OBS
 AI9000  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AI9000
 AI9000  HORZ ORDER  -  FIRST
 AI9000  ELLP ORDER  -  THIRD     CLASS II
 AI9000
 AI9000.The horizontal coordinates were established by GPS observations
 AI9000.and adjusted by the National Geodetic Survey in January 2001..
 AI9000
 AI9000.The orthometric height was determined by GPS observations and a
 AI9000.high-resolution geoid model.
 AI9000
 AI9000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9000
 AI9000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9000
 AI9000.The ellipsoidal height was determined by GPS observations
 AI9000.and is referenced to NAD 83.
 AI9000
 AI9000.The geoid height was determined by GEOID03.
 AI9000
 AI9000;                    North         East     Units Scale Factor Converg.
 AI9000;SPC KY1Z     - 1,306,407.336 1,593,243.733   MT  1.00012927   +0 39 41.8
 AI9000;SPC KY1Z     - 4,286,104.73  5,227,167.15   sFT  1.00012927   +0 39 41.8
 AI9000;SPC KY N     -   176,478.889   463,456.669   MT  1.00002091   -0 15 45.9
 AI9000;SPC KY N     -   578,997.82  1,520,524.09   sFT  1.00002091   -0 15 45.9
 AI9000;UTM  16      - 4,329,245.252   701,311.709   MT  1.00009903   +1 28 05.3
 AI9000
 AI9000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9000!SPC KY1Z     -   0.99997972  x   1.00012927  =   1.00010899
 AI9000!SPC KY N     -   0.99997972  x   1.00002091  =   1.00000063
 AI9000!UTM  16      -   0.99997972  x   1.00009903  =   1.00007875
 AI9000
 AI9000|---------------------------------------------------------------------|
 AI9000| PID    Reference Object                     Distance      Geod. Az  |
 AI9000|                                                           dddmmss.s |
 AI9000| AI9022 410 AZ MK                           311.396 METERS 28034     |
 AI9000|---------------------------------------------------------------------|
 AI9000
 AI9000                          SUPERSEDED SURVEY CONTROL
 AI9000
 AI9000.No superseded survey control is available for this station.
 AI9000
 AI9000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0131229245(NAD 83)
 AI9000_MARKER: DD = SURVEY DISK
 AI9000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9000_STAMPING: 410 SET 2000
 AI9000_MARK LOGO: WOOLPT
 AI9000_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9000+STABILITY: SURFACE MOTION
 AI9000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9000+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9000
 AI9000  HISTORY     - Date     Condition        Report By
 AI9000  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9000
 AI9000                          STATION DESCRIPTION
 AI9000
 AI9000'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9000'THE STATION IS LOCATED APPROXIMATELY 9.2 MI (14.8 KM) WEST OF
 AI9000'COVINGTON, 6.4 MI (10.3 KM) NORTHWEST FLORENCE AND 5.1 MI (8.2 KM)
 AI9000'NORTH OF BURLINGTON.
 AI9000'TO REACH THE STATION FROM THE JUNCTION OF PETERSBURG ROAD (KY RT 20)
 AI9000'AND RIVER ROAD (KY RT 8) , PROCEED NORTHWEST 4.5 MI (7.2 KM) ALONG
 AI9000'RIVER ROAD (KY RT 8) TO THE STATION ON THE RIGHT NEAR THE ENTRANCE TO
 AI9000'THE TAYLORSPORT SAND COMPANY.
 AI9000'THE STATION IS LOCATED 29.657 M (97.300 FT) SOUTHEAST OF A POWER POLE,
 AI9000'9.205 M (30.200 FT) NORTHWEST OF A SEWER MANHOLE, 6.000 M (19.685 FT)
 AI9000'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE HEADWALL, AND 5.090 M
 AI9000'(16.699 FT) NORTHEAST OF THE CENTERLINE OF RIVER ROAD. THE STATION IS
 AI9000'AN ALUMINUM DISK STAMPED-- 410 SET 2000-- SET IN THE TOP OF A 0.3 M
 AI9000'(1.0 FT) DIAMETER ROUND CONCRETE MONUMENT WITH AND IMBEDDED REBAR SET
 AI9000'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9022 ***********************************************************************
 AI9022  DESIGNATION -  410 AZ MK
 AI9022  PID         -  AI9022
 AI9022  STATE/COUNTY-  KY/BOONE
 AI9022  USGS QUAD   -  BURLINGTON (1991)
 AI9022
 AI9022                         *CURRENT SURVEY CONTROL
 AI9022  ___________________________________________________________________
 AI9022* NAD 83(1993)-  39 05 22.67690(N)    084 40 33.27936(W)     ADJUSTED  
 AI9022* NAVD 88     -       163.0    (meters)     535.     (feet)  GPS OBS   
 AI9022  ___________________________________________________________________
 AI9022  X           -     459,970.918 (meters)                     COMP
 AI9022  Y           -  -4,935,772.955 (meters)                     COMP
 AI9022  Z           -   4,000,126.582 (meters)                     COMP
 AI9022  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AI9022  ELLIP HEIGHT-         129.00  (meters)          (01/02/01) GPS OBS
 AI9022  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AI9022
 AI9022  HORZ ORDER  -  FIRST
 AI9022  ELLP ORDER  -  THIRD     CLASS II
 AI9022
 AI9022.The horizontal coordinates were established by GPS observations
 AI9022.and adjusted by the National Geodetic Survey in January 2001..
 AI9022
 AI9022.The orthometric height was determined by GPS observations and a
 AI9022.high-resolution geoid model.
 AI9022
 AI9022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9022
 AI9022.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9022
 AI9022.The ellipsoidal height was determined by GPS observations
 AI9022.and is referenced to NAD 83.
 AI9022
 AI9022.The geoid height was determined by GEOID03.
 AI9022
 AI9022;                    North         East     Units Scale Factor Converg.
 AI9022;SPC KY1Z     - 1,306,460.947 1,592,936.946   MT  1.00012946   +0 39 34.0
 AI9022;SPC KY1Z     - 4,286,280.62  5,226,160.63   sFT  1.00012946   +0 39 34.0
 AI9022;SPC KY N     -   176,537.436   463,150.820   MT  1.00002101   -0 15 53.8
 AI9022;SPC KY N     -   579,189.90  1,519,520.65   sFT  1.00002101   -0 15 53.8
 AI9022;UTM  16      - 4,329,294.538   701,004.207   MT  1.00009751   +1 27 57.3
 AI9022
 AI9022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9022!SPC KY1Z     -   0.99997976  x   1.00012946  =   1.00010922
 AI9022!SPC KY N     -   0.99997976  x   1.00002101  =   1.00000077
 AI9022!UTM  16      -   0.99997976  x   1.00009751  =   1.00007727
 AI9022
 AI9022|---------------------------------------------------------------------|
 AI9022| PID    Reference Object                     Distance      Geod. Az  |
 AI9022|                                                           dddmmss.s |
 AI9022| AI9000 410                                 311.396 METERS 10034     |
 AI9022|---------------------------------------------------------------------|
 AI9022
 AI9022                          SUPERSEDED SURVEY CONTROL
 AI9022
 AI9022.No superseded survey control is available for this station.
 AI9022
 AI9022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0100429295(NAD 83)
 AI9022_MARKER: DD = SURVEY DISK
 AI9022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9022_STAMPING: 410A SET 2000
 AI9022_MARK LOGO: WOOLPT
 AI9022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9022+STABILITY: SURFACE MOTION
 AI9022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9022+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9022
 AI9022  HISTORY     - Date     Condition        Report By
 AI9022  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9022
 AI9022                          STATION DESCRIPTION
 AI9022
 AI9022'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9022'THE STATION IS LOCATED APPROXIMATELY 9.2 MI (14.8 KM) WEST OF
 AI9022'COVINGTON, 6.4 MI (10.3 KM) NORTHWEST FLORENCE AND 5.1 MI (8.2 KM)
 AI9022'NORTH OF BURLINGTON.
 AI9022'TO REACH THE STATION FROM THE JUNCTION OF PETERSBURG ROAD (KY RT 20)
 AI9022'AND RIVER ROAD (KY RT 8) , PROCEED NORTHWEST 4.7 MI (7.6 KM) ALONG
 AI9022'RIVER ROAD (KY RT 8) TO THE STATION ON THE LEFT JUST PAST THE ENTRANCE
 AI9022'TO THE MCGLASSONS FRUIT AND VEGTABLE COMPANY.
 AI9022'THE STATION IS LOCATED 32.155 M (105.495 FT) NORTHWEST OF POWER POLE
 AI9022'8BN105E, 24.688 M (80.997 FT) SOUTHEAST OF POWER POLE 8BN106C, 22.768
 AI9022'M (74.698 FT) NORTHWEST OF THE NOTHWEST CORNER OF A GREENHOUSE, AND
 AI9022'4.900 M (16.076 FT) SOUTHWEST OF THE CENTERLINE OF RIVER ROAD.  THE
 AI9022'STATION IS AN ALUMINUM DISK STAMPED-- 410A SET 2000-- SET IN THE TOP
 AI9022'OF A 0.3 M (1.0 FT) DIAMETER ROUND CONCRETE MONUMENT WITH AND IMBEDDED
 AI9022'REBAR SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9001 ***********************************************************************
 AI9001  DESIGNATION -  411
 AI9001  PID         -  AI9001
 AI9001  STATE/COUNTY-  KY/BOONE
 AI9001  USGS QUAD   -  BURLINGTON (1991)
 AI9001
 AI9001                         *CURRENT SURVEY CONTROL
 AI9001  ___________________________________________________________________
 AI9001* NAD 83(1993)-  39 05 15.83407(N)    084 42 43.08939(W)     ADJUSTED  
 AI9001* NAVD 88     -       265.0    (meters)     869.     (feet)  GPS OBS   
 AI9001  ___________________________________________________________________
 AI9001  X           -     456,884.118 (meters)                     COMP
 AI9001  Y           -  -4,936,272.731 (meters)                     COMP
 AI9001  Z           -   4,000,027.066 (meters)                     COMP
 AI9001  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AI9001  ELLIP HEIGHT-         230.94  (meters)          (01/02/01) GPS OBS
 AI9001  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AI9001
 AI9001  HORZ ORDER  -  FIRST
 AI9001  ELLP ORDER  -  THIRD     CLASS II
 AI9001
 AI9001.The horizontal coordinates were established by GPS observations
 AI9001.and adjusted by the National Geodetic Survey in January 2001..
 AI9001
 AI9001.The orthometric height was determined by GPS observations and a
 AI9001.high-resolution geoid model.
 AI9001
 AI9001.Photographs are available for this station.
 AI9001
 AI9001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9001
 AI9001.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9001
 AI9001.The ellipsoidal height was determined by GPS observations
 AI9001.and is referenced to NAD 83.
 AI9001
 AI9001.The geoid height was determined by GEOID03.
 AI9001
 AI9001;                    North         East     Units Scale Factor Converg.
 AI9001;SPC KY1Z     - 1,306,214.606 1,589,819.429   MT  1.00012875   +0 38 14.3
 AI9001;SPC KY1Z     - 4,285,472.42  5,215,932.58   sFT  1.00012875   +0 38 14.3
 AI9001;SPC KY N     -   176,341.451   460,030.072   MT  1.00002065   -0 17 14.6
 AI9001;SPC KY N     -   578,546.91  1,509,281.99   sFT  1.00002065   -0 17 14.6
 AI9001;UTM  16      - 4,329,004.372   697,890.587   MT  1.00008222   +1 26 35.1
 AI9001
 AI9001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9001!SPC KY1Z     -   0.99996377  x   1.00012875  =   1.00009251
 AI9001!SPC KY N     -   0.99996377  x   1.00002065  =   0.99998442
 AI9001!UTM  16      -   0.99996377  x   1.00008222  =   1.00004599
 AI9001
 AI9001|---------------------------------------------------------------------|
 AI9001| PID    Reference Object                     Distance      Geod. Az  |
 AI9001|                                                           dddmmss.s |
 AI9001| AI9023 411 AZ MK                           297.145 METERS 34344     |
 AI9001|---------------------------------------------------------------------|
 AI9001
 AI9001                          SUPERSEDED SURVEY CONTROL
 AI9001
 AI9001.No superseded survey control is available for this station.
 AI9001
 AI9001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9789129004(NAD 83)
 AI9001_MARKER: DD = SURVEY DISK
 AI9001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9001_STAMPING: 411 SET 2000
 AI9001_MARK LOGO: WOOLPT
 AI9001_PROJECTION: FLUSH
 AI9001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9001+STABILITY: SURFACE MOTION
 AI9001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9001+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 AI9001
 AI9001  HISTORY     - Date     Condition        Report By
 AI9001  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9001  HISTORY     - 20020520 GOOD             WOOLPT
 AI9001
 AI9001                          STATION DESCRIPTION
 AI9001
 AI9001'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9001'THE STATION IS LOCATED APPROXIMATELY 10.5 MI (16.9 KM) WEST OF
 AI9001'COVINGTON, 7.3 MI (11.7 KM) NORTHWEST OF FLORENCE, AND 4.0 MI (6.4 KM)
 AI9001'FROM BURLINGTON.
 AI9001'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND NORTH
 AI9001'BEND ROAD (KY RT 237) , PROCEED NORTH 0.15 MI (0.24 KM) ALONG NORTH
 AI9001'BEND ROAD (KY RT 237) TO THE JUNCTION OF WORLD BLVD ON THE LEFT AND
 AI9001'SOUTHPARK DRIVE ON THE RIGHT.  THE STATION IS LOCATED IN THE NORTHWEST
 AI9001'QUADRANT OF THE INTERSECTION.
 AI9001'THE STATION IS LOCATED 18.837 M (61.801 FT) NORTHWEST OF THE LIGHT
 AI9001'POLE IN THE MEDIAN OF WORLD BLVD, 18.136 M (59.501 FT) SOUTH OF THE
 AI9001'NORTHEAST END OF A BRICK WALL, 9.845 M (32.300 FT) SOUTHEAST OF THE
 AI9001'EAST FACE OF THE WALL, AND 8.931 M (29.301 FT) WEST OF THE CENTERLINE
 AI9001'OF THE RIGHT TUNR LANE FOR NORTH BEND ROAD.  THE STATION IS AN
 AI9001'ALUMINUM DISK STAMPED-- 411 SET 2000-- SET IN THE TOP OF A 0.3 M (1.0
 AI9001'FT) DIAMETER ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET FLUSH
 AI9001'WITH THE GROUND.
 AI9001
 AI9001                          STATION RECOVERY (2002)
 AI9001
 AI9001'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 AI9001'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AI9001'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9023 ***********************************************************************
 AI9023  DESIGNATION -  411 AZ MK
 AI9023  PID         -  AI9023
 AI9023  STATE/COUNTY-  KY/BOONE
 AI9023  USGS QUAD   -  BURLINGTON (1991)
 AI9023
 AI9023                         *CURRENT SURVEY CONTROL
 AI9023  ___________________________________________________________________
 AI9023* NAD 83(1993)-  39 05 25.08434(N)    084 42 46.55107(W)     ADJUSTED  
 AI9023* NAVD 88     -       260.6    (meters)     855.     (feet)  GPS OBS   
 AI9023  ___________________________________________________________________
 AI9023  X           -     456,784.387 (meters)                     COMP
 AI9023  Y           -  -4,936,097.907 (meters)                     COMP
 AI9023  Z           -   4,000,245.722 (meters)                     COMP
 AI9023  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AI9023  ELLIP HEIGHT-         226.56  (meters)          (01/02/01) GPS OBS
 AI9023  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AI9023
 AI9023  HORZ ORDER  -  FIRST
 AI9023  ELLP ORDER  -  THIRD     CLASS II
 AI9023
 AI9023.The horizontal coordinates were established by GPS observations
 AI9023.and adjusted by the National Geodetic Survey in January 2001..
 AI9023
 AI9023.The orthometric height was determined by GPS observations and a
 AI9023.high-resolution geoid model.
 AI9023
 AI9023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9023
 AI9023.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9023
 AI9023.The ellipsoidal height was determined by GPS observations
 AI9023.and is referenced to NAD 83.
 AI9023
 AI9023.The geoid height was determined by GEOID03.
 AI9023
 AI9023;                    North         East     Units Scale Factor Converg.
 AI9023;SPC KY1Z     - 1,306,498.961 1,589,733.058   MT  1.00012971   +0 38 12.2
 AI9023;SPC KY1Z     - 4,286,405.34  5,215,649.21   sFT  1.00012971   +0 38 12.2
 AI9023;SPC KY N     -   176,627.132   459,948.310   MT  1.00002113   -0 17 16.7
 AI9023;SPC KY N     -   579,484.18  1,509,013.75   sFT  1.00002113   -0 17 16.7
 AI9023;UTM  16      - 4,329,287.471   697,800.230   MT  1.00008178   +1 26 33.2
 AI9023
 AI9023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9023!SPC KY1Z     -   0.99996446  x   1.00012971  =   1.00009416
 AI9023!SPC KY N     -   0.99996446  x   1.00002113  =   0.99998558
 AI9023!UTM  16      -   0.99996446  x   1.00008178  =   1.00004623
 AI9023
 AI9023|---------------------------------------------------------------------|
 AI9023| PID    Reference Object                     Distance      Geod. Az  |
 AI9023|                                                           dddmmss.s |
 AI9023| AI9001 411                                 297.145 METERS 16344     |
 AI9023|---------------------------------------------------------------------|
 AI9023
 AI9023                          SUPERSEDED SURVEY CONTROL
 AI9023
 AI9023.No superseded survey control is available for this station.
 AI9023
 AI9023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9780029287(NAD 83)
 AI9023_MARKER: DD = SURVEY DISK
 AI9023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9023_STAMPING: 411A SET 2000
 AI9023_MARK LOGO: WOOLPT
 AI9023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9023+STABILITY: SURFACE MOTION
 AI9023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9023+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9023
 AI9023  HISTORY     - Date     Condition        Report By
 AI9023  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9023
 AI9023                          STATION DESCRIPTION
 AI9023
 AI9023'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9023'THE STATION IS LOCATED APPROXIMATELY 10.5 MI (16.9 KM) WEST OF
 AI9023'COVINGTON, 7.3 MI (11.7 KM) NORTHWEST OF FLORENCE, AND 4.0 MI (6.4 KM)
 AI9023'FROM BURLINGTON.
 AI9023'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND NORTH
 AI9023'BEND ROAD (KY RT 237) , PROCEED NORTH 0.35 MI (0.56 KM) ALONG NORTH
 AI9023'BEND ROAD (KY RT 237) TO THE JUNCTION OF GLOBAL WAY ON THE LEFT AND
 AI9023'TANNER ROAD ON THE RIGHT.  THE STATION IS LOCATED IN THE NORTHWEST
 AI9023'QUADRANT OF THE INTERSECTION.
 AI9023'THE STATION IS LOCATED 33.255 M (109.104 FT) NORTHEAST OF A LIGHTPOLE,
 AI9023'18.715 M (61.401 FT) NORTHWEST OF THE CENTERLINE OF GLOBAL WAY, 10.300
 AI9023'M (33.793 FT) NORTHEAST OF THE NORTH END OF A BLOCK WALL, AND 10.300 M
 AI9023'(33.793 FT) WEST OF THE CENTERLINE OF NORTH BEND ROAD. THE STATION IS
 AI9023'AN ALUMINUM DISK STAMPED-- 411A SET 2000-- SET IN THE TOP OF A 0.3 M
 AI9023'(1.0 FT) DIAMETER ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET
 AI9023'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9002 ***********************************************************************
 AI9002  DESIGNATION -  412
 AI9002  PID         -  AI9002
 AI9002  STATE/COUNTY-  KY/KENTON
 AI9002  USGS QUAD   -  COVINGTON (1987)
 AI9002
 AI9002                         *CURRENT SURVEY CONTROL
 AI9002  ___________________________________________________________________
 AI9002* NAD 83(1993)-  39 04 13.11691(N)    084 31 29.70951(W)     ADJUSTED  
 AI9002* NAVD 88     -       239.4    (meters)     785.     (feet)  GPS OBS   
 AI9002  ___________________________________________________________________
 AI9002  X           -     473,111.237 (meters)                     COMP
 AI9002  Y           -  -4,935,948.813 (meters)                     COMP
 AI9002  Z           -   3,998,509.516 (meters)                     COMP
 AI9002  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AI9002  ELLIP HEIGHT-         205.37  (meters)          (01/02/01) GPS OBS
 AI9002  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AI9002
 AI9002  HORZ ORDER  -  FIRST
 AI9002  ELLP ORDER  -  THIRD     CLASS II
 AI9002
 AI9002.The horizontal coordinates were established by GPS observations
 AI9002.and adjusted by the National Geodetic Survey in January 2001..
 AI9002
 AI9002.The orthometric height was determined by GPS observations and a
 AI9002.high-resolution geoid model.
 AI9002
 AI9002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9002
 AI9002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9002
 AI9002.The ellipsoidal height was determined by GPS observations
 AI9002.and is referenced to NAD 83.
 AI9002
 AI9002.The geoid height was determined by GEOID03.
 AI9002
 AI9002;                    North         East     Units Scale Factor Converg.
 AI9002;SPC KY1Z     - 1,304,476.705 1,606,029.149   MT  1.00012234   +0 45 07.7
 AI9002;SPC KY1Z     - 4,279,770.66  5,269,113.97   sFT  1.00012234   +0 45 07.7
 AI9002;SPC KY N     -   174,342.609   476,207.938   MT  1.00001740   -0 10 15.7
 AI9002;SPC KY N     -   571,989.04  1,562,358.88   sFT  1.00001740   -0 10 15.7
 AI9002;UTM  16      - 4,327,494.981   714,123.135   MT  1.00016458   +1 33 38.1
 AI9002
 AI9002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9002!SPC KY1Z     -   0.99996778  x   1.00012234  =   1.00009012
 AI9002!SPC KY N     -   0.99996778  x   1.00001740  =   0.99998518
 AI9002!UTM  16      -   0.99996778  x   1.00016458  =   1.00013235
 AI9002
 AI9002                          SUPERSEDED SURVEY CONTROL
 AI9002
 AI9002.No superseded survey control is available for this station.
 AI9002
 AI9002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1412327495(NAD 83)
 AI9002_MARKER: DD = SURVEY DISK
 AI9002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9002_STAMPING: 412 SET 2000
 AI9002_MARK LOGO: WOOLPT
 AI9002_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9002+STABILITY: SURFACE MOTION
 AI9002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9002+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9002
 AI9002  HISTORY     - Date     Condition        Report By
 AI9002  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9002
 AI9002                          STATION DESCRIPTION
 AI9002
 AI9002'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9002'THE STATION IS LOCATED APPROXIMATELY 11.4 MI (18.3 KM) EAST OF
 AI9002'BURLINGTON, 7.5 MI (12.1 KM) NORTHEAST OF FLORENCE, 0.9 MI (1.4 KM)
 AI9002'SOUTHWEST OF COVINGTON, AND IS AT THE HAWKIN HALL NORTH KENTUCKY
 AI9002'VOCATIONAL SCHOOL.
 AI9002'TO REACH THE STATION FROM THE JUNCTION OF KYLES LANE AND DIXIE
 AI9002'HIGHWAY, PROCEED NORTHEAST 1.1 MI (1.8 KM) ALONG DIXIE HIGHWAY TO THE
 AI9002'ENTRANCE TO THE HAWKIN HALL VOCATIONAL SCHOOL ON THE RIGHT.  TURN
 AI9002'RIGHT AND PROCEED EASTERLY 0.25 ALONG THE ENTRANCE ROAD TO THE TOP OF
 AI9002'A HILL AND THE STATION ON THE RIGHT BETWEEN TWO PARKING LOTS.
 AI9002'THE STATION IS LOCATED 12.253 M (40.200 FT) EAST OF THE CENTERLINE OF
 AI9002'THE ENTRANCE DRIVE, 9.235 M (30.298 FT) NORTHEAST OF THE END OF A
 AI9002'CONCRETE DITCH, 5.700 M (18.701 FT) SOUTHWEST OF THE NORTH END OF A
 AI9002'GUARDRAIL, AND 1.494 M (4.902 FT) WEST OF THE GUARDRAIL.  THE STATION
 AI9002'IS AN ALUMINUM DISK STAMPED-- 412 SET 2000-- SET IN THE TOP OF A 0.3 M
 AI9002'(1.0 FT) DIAMETER ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET
 AI9002'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9003 ***********************************************************************
 AI9003  DESIGNATION -  413
 AI9003  PID         -  AI9003
 AI9003  STATE/COUNTY-  KY/KENTON
 AI9003  USGS QUAD   -  COVINGTON (1987)
 AI9003
 AI9003                         *CURRENT SURVEY CONTROL
 AI9003  ___________________________________________________________________
 AI9003* NAD 83(1993)-  39 05 32.78800(N)    084 33 17.29830(W)     ADJUSTED  
 AI9003* NAVD 88     -       147.7    (meters)     485.     (feet)  GPS OBS   
 AI9003  ___________________________________________________________________
 AI9003  X           -     470,382.819 (meters)                     COMP
 AI9003  Y           -  -4,934,582.119 (meters)                     COMP
 AI9003  Z           -   4,000,358.928 (meters)                     COMP
 AI9003  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AI9003  ELLIP HEIGHT-         113.67  (meters)          (04/07/03) GPS OBS
 AI9003  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AI9003
 AI9003  HORZ ORDER  -  FIRST
 AI9003  ELLP ORDER  -  THIRD     CLASS I
 AI9003
 AI9003.The horizontal coordinates were established by GPS observations
 AI9003.and adjusted by the National Geodetic Survey in January 2001..
 AI9003
 AI9003.The orthometric height was determined by GPS observations and a
 AI9003.high-resolution geoid model.
 AI9003
 AI9003.Photographs are available for this station.
 AI9003
 AI9003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9003
 AI9003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9003
 AI9003.The ellipsoidal height was determined by GPS observations
 AI9003.and is referenced to NAD 83.
 AI9003
 AI9003.The geoid height was determined by GEOID03.
 AI9003
 AI9003;                    North         East     Units Scale Factor Converg.
 AI9003;SPC KY1Z     - 1,306,900.175 1,603,411.248   MT  1.00013050   +0 44 01.7
 AI9003;SPC KY1Z     - 4,287,721.66  5,260,525.07   sFT  1.00013050   +0 44 01.7
 AI9003;SPC KY N     -   176,807.685   473,629.704   MT  1.00002154   -0 11 22.6
 AI9003;SPC KY N     -   580,076.55  1,553,900.12   sFT  1.00002154   -0 11 22.6
 AI9003;UTM  16      - 4,329,881.343   711,471.214   MT  1.00015068   +1 32 32.8
 AI9003
 AI9003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9003!SPC KY1Z     -   0.99998217  x   1.00013050  =   1.00011266
 AI9003!SPC KY N     -   0.99998217  x   1.00002154  =   1.00000371
 AI9003!UTM  16      -   0.99998217  x   1.00015068  =   1.00013284
 AI9003
 AI9003|---------------------------------------------------------------------|
 AI9003| PID    Reference Object                     Distance      Geod. Az  |
 AI9003|                                                           dddmmss.s |
 AI9003| AI9024 413A                                245.773 METERS 18820     |
 AI9003|---------------------------------------------------------------------|
 AI9003
 AI9003                          SUPERSEDED SURVEY CONTROL
 AI9003
 AI9003  ELLIP H (01/02/01)  113.75   (m)                       GP(       ) 3 2
 AI9003
 AI9003.Superseded values are not recommended for survey control.
 AI9003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9003.See file dsdata.txt to determine how the superseded data were derived.
 AI9003
 AI9003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1147129881(NAD 83)
 AI9003_MARKER: DD = SURVEY DISK
 AI9003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9003_STAMPING: 413 SET 2000
 AI9003_MARK LOGO: WOOLPT
 AI9003_PROJECTION: FLUSH
 AI9003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9003+STABILITY: SURFACE MOTION
 AI9003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9003+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2002
 AI9003
 AI9003  HISTORY     - Date     Condition        Report By
 AI9003  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9003  HISTORY     - 20020608 GOOD             WOOLPT
 AI9003
 AI9003                          STATION DESCRIPTION
 AI9003
 AI9003'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9003'THE STATION IS LOCATED APPROXIMATELY 10.1 MI (16.3 KM) EAST OF
 AI9003'BURLINGTON, 7.2 MI (11.6 KM) NORTHEAST OF FLORENCE, 2.1 MI (3.4 KM)
 AI9003'WEST OF FLORENCE AND IS IN THE LUDLOW MEMORIAL PARK.
 AI9003'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 71 AND 75 (EXIT
 AI9003'92) AND KY RT 8, PROCEED WEST 2.3 MI (3.7 KM) ON KY RT 8 TO THE
 AI9003'JUNCTION OF ADELA AVENUE.  TURN RIGHT AND PROCEED NORTHWEST 0.25 MI
 AI9003'(0.40 KM) ALONG ADELA AVENUE TO AN OFFSET 5 ROAD INTERSECTION WITH
 AI9003'VICTORIA AVENUE, CLOSSIN AVENUE AND ELM STREET.  PROCEED NORTHWEST
 AI9003'0.05 MI (0.08 KM) ALONG VICTORIA AVENUE TO LUDLOW MEMORIAL PARK ON THE
 AI9003'LEFT.  TURN LEFT AND FOLLOW THE FENCE NORTH AND WEST 0.05 MI (0.08 KM)
 AI9003'TO THE STATION DIRECTLY AHEAD NEAR THE CORNER OF THE FENCE.
 AI9003'THE STATION IS LOCATED 41.758 M (137.001 FT) NORTH OF A SOUTHERLY
 AI9003'LIGHTPOLE, 15.820 M (51.903 FT) SOUTHWEST OF A LIGHTPOLE, 12.162 M
 AI9003'(39.901 FT) NORTHEAST OF A LIGHTPOLE, AND 1.860 M (6.102 FT) SOUTHWEST
 AI9003'OF THE FENCE CORNER.  THE STATION IS AN ALUMINUM DISK STAMPED-- 413
 AI9003'SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT) ROUND CONCRETE MONUMENT
 AI9003'WITH AN IMBEDDED REBAR SET FLUSH WITH THE GROUND.
 AI9003
 AI9003                          STATION RECOVERY (2002)
 AI9003
 AI9003'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 AI9003'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AI9003' 
 AI9003' 
 AI9003'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9024 ***********************************************************************
 AI9024  DESIGNATION -  413A
 AI9024  PID         -  AI9024
 AI9024  STATE/COUNTY-  KY/KENTON
 AI9024  USGS QUAD   -  COVINGTON (1987)
 AI9024
 AI9024                         *CURRENT SURVEY CONTROL
 AI9024  ___________________________________________________________________
 AI9024* NAD 83(1993)-  39 05 24.90252(N)    084 33 18.78170(W)     ADJUSTED  
 AI9024* NAVD 88     -       152.0    (meters)     499.     (feet)  GPS OBS   
 AI9024  ___________________________________________________________________
 AI9024  X           -     470,362.200 (meters)                     COMP
 AI9024  Y           -  -4,934,741.501 (meters)                     COMP
 AI9024  Z           -   4,000,172.924 (meters)                     COMP
 AI9024  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AI9024  ELLIP HEIGHT-         118.01  (meters)          (01/02/01) GPS OBS
 AI9024  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AI9024
 AI9024  HORZ ORDER  -  FIRST
 AI9024  ELLP ORDER  -  THIRD     CLASS II
 AI9024
 AI9024.The horizontal coordinates were established by GPS observations
 AI9024.and adjusted by the National Geodetic Survey in January 2001..
 AI9024
 AI9024.The orthometric height was determined by GPS observations and a
 AI9024.high-resolution geoid model.
 AI9024
 AI9024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9024
 AI9024.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9024
 AI9024.The ellipsoidal height was determined by GPS observations
 AI9024.and is referenced to NAD 83.
 AI9024
 AI9024.The geoid height was determined by GEOID03.
 AI9024
 AI9024;                    North         East     Units Scale Factor Converg.
 AI9024;SPC KY1Z     - 1,306,656.534 1,603,378.712   MT  1.00012969   +0 44 00.8
 AI9024;SPC KY1Z     - 4,286,922.31  5,260,418.32   sFT  1.00012969   +0 44 00.8
 AI9024;SPC KY N     -   176,564.626   473,593.249   MT  1.00002113   -0 11 23.5
 AI9024;SPC KY N     -   579,279.11  1,553,780.52   sFT  1.00002113   -0 11 23.5
 AI9024;UTM  16      - 4,329,637.262   711,442.119   MT  1.00015053   +1 32 31.6
 AI9024
 AI9024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9024!SPC KY1Z     -   0.99998149  x   1.00012969  =   1.00011117
 AI9024!SPC KY N     -   0.99998149  x   1.00002113  =   1.00000261
 AI9024!UTM  16      -   0.99998149  x   1.00015053  =   1.00013201
 AI9024
 AI9024|---------------------------------------------------------------------|
 AI9024| PID    Reference Object                     Distance      Geod. Az  |
 AI9024|                                                           dddmmss.s |
 AI9024| AI9003 413                                 245.773 METERS 00820     |
 AI9024|---------------------------------------------------------------------|
 AI9024
 AI9024                          SUPERSEDED SURVEY CONTROL
 AI9024
 AI9024.No superseded survey control is available for this station.
 AI9024
 AI9024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1144229637(NAD 83)
 AI9024_MARKER: DD = SURVEY DISK
 AI9024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9024_STAMPING: 413A SET 2000
 AI9024_MARK LOGO: WOOLPT
 AI9024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9024+STABILITY: SURFACE MOTION
 AI9024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9024+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 AI9024
 AI9024  HISTORY     - Date     Condition        Report By
 AI9024  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9024  HISTORY     - 20040605 GOOD             INDIV
 AI9024
 AI9024                          STATION DESCRIPTION
 AI9024
 AI9024'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9024'THE STATION IS LOCATED APPROXIMATELY 10.1 MI (16.3 KM) EAST OF
 AI9024'BURLINGTON, 7.2 MI (11.6 KM) NORTHEAST OF FLORENCE, 2.1 MI (3.4 KM)
 AI9024'WEST OF FLORENCE AND IS IN THE LUDLOW MEMORIAL PARK.
 AI9024'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 71 AND 75 (EXIT
 AI9024'92) AND KY RT 8, PROCEED WEST 2.3 MI (3.7 KM) ON KY RT 8 TO THE
 AI9024'JUNCTION OF ADELA AVENUE.  CONTINUE STRAIGHT AND WEST 0.1 MI (0.2 KM)
 AI9024'ALONG KY RT 8 TO THE STATION ON THE RIGHT ACROSS FROM HOUSE NUMBER
 AI9024'611.
 AI9024'THE STATION IS LOCATED 42.215 M (138.500 FT) NORTHEAST OF THE
 AI9024'NORTHEAST CORNER OF A BUILDING-- SUBURBAN HAIR AND NAIL--, 28.712 M
 AI9024'(94.199 FT) NORTH OF UTILITY POLE K38321RE, 14.752 M (48.399 FT)
 AI9024'SOUTHWEST OF UTILITY POLE K38301RE, AND 10.302 M (33.799 FT) NORTHWEST
 AI9024'OF THE CENTERLINE OF KY RT 8.  THE STATION IS AN ALUMINUM DISK
 AI9024'STAMPED-- 413A SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT) ROUND
 AI9024'CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE GROUND.
 AI9024
 AI9024                          STATION RECOVERY (2004)
 AI9024
 AI9024'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DJR)
 AI9024'REVISED DESCRIPTION - MARK IS ACROSS FROM HOUSE NUMBER 615, 48.3 FEET
 AI9024'NORTHEAST OF UTILITY POLE K38302RE, AND 34 FEET NORTHWEST OF THE
 AI9024'CENTERLINE OF KY RTE. 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9004 ***********************************************************************
 AI9004  DESIGNATION -  414
 AI9004  PID         -  AI9004
 AI9004  STATE/COUNTY-  KY/KENTON
 AI9004  USGS QUAD   -  NEWPORT (1987)
 AI9004
 AI9004                         *CURRENT SURVEY CONTROL
 AI9004  ___________________________________________________________________
 AI9004* NAD 83(1993)-  39 03 47.47923(N)    084 29 52.95201(W)     ADJUSTED  
 AI9004* NAVD 88     -       156.7    (meters)     514.     (feet)  GPS OBS   
 AI9004  ___________________________________________________________________
 AI9004  X           -     475,468.224 (meters)                     COMP
 AI9004  Y           -  -4,936,158.390 (meters)                     COMP
 AI9004  Z           -   3,997,843.526 (meters)                     COMP
 AI9004  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AI9004  ELLIP HEIGHT-         122.65  (meters)          (01/02/01) GPS OBS
 AI9004  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AI9004
 AI9004  HORZ ORDER  -  FIRST
 AI9004  ELLP ORDER  -  THIRD     CLASS II
 AI9004
 AI9004.The horizontal coordinates were established by GPS observations
 AI9004.and adjusted by the National Geodetic Survey in January 2001..
 AI9004
 AI9004.The orthometric height was determined by GPS observations and a
 AI9004.high-resolution geoid model.
 AI9004
 AI9004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9004
 AI9004.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9004
 AI9004.The ellipsoidal height was determined by GPS observations
 AI9004.and is referenced to NAD 83.
 AI9004
 AI9004.The geoid height was determined by GEOID03.
 AI9004
 AI9004;                    North         East     Units Scale Factor Converg.
 AI9004;SPC KY1Z     - 1,303,716.938 1,608,365.796   MT  1.00011975   +0 46 07.2
 AI9004;SPC KY1Z     - 4,277,277.99  5,276,780.12   sFT  1.00011975   +0 46 07.2
 AI9004;SPC KY N     -   173,545.381   478,531.799   MT  1.00001610   -0 09 15.5
 AI9004;SPC KY N     -   569,373.47  1,569,983.08   sFT  1.00001610   -0 09 15.5
 AI9004;UTM  16      - 4,326,768.226   716,470.387   MT  1.00017703   +1 34 38.2
 AI9004
 AI9004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9004!SPC KY1Z     -   0.99998076  x   1.00011975  =   1.00010050
 AI9004!SPC KY N     -   0.99998076  x   1.00001610  =   0.99999686
 AI9004!UTM  16      -   0.99998076  x   1.00017703  =   1.00015778
 AI9004
 AI9004|---------------------------------------------------------------------|
 AI9004| PID    Reference Object                     Distance      Geod. Az  |
 AI9004|                                                           dddmmss.s |
 AI9004| AI9025 414A                                238.734 METERS 18609     |
 AI9004|---------------------------------------------------------------------|
 AI9004
 AI9004                          SUPERSEDED SURVEY CONTROL
 AI9004
 AI9004.No superseded survey control is available for this station.
 AI9004
 AI9004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1647026768(NAD 83)
 AI9004_MARKER: DD = SURVEY DISK
 AI9004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9004_STAMPING: 414 SET 2000
 AI9004_MARK LOGO: WOOLPT
 AI9004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9004+STABILITY: SURFACE MOTION
 AI9004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9004+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9004
 AI9004  HISTORY     - Date     Condition        Report By
 AI9004  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9004
 AI9004                          STATION DESCRIPTION
 AI9004
 AI9004'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9004'THE STATION IS LOCATED APPROXIMATELY 12.3 MI (19.8 KM) EAST OF
 AI9004'BURLINGOTN, 8.1 MI (13.0 KM) NORTHEAST OF FLORENCE, 1.8 MI (2.9 KM)
 AI9004'SOUTHWEST OF COVINGTON AND IS ON THE TOP OF A LEVEE ACROSS FROM HOLMES
 AI9004'HIGH SCHOOL.
 AI9004'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 71 AND 75 (EXIT
 AI9004'191) AND 12TH STREET, PROCEED EAST 0.75 MI (1.21 KM) ALONG 12TH STREET
 AI9004'TO THE JUNCTION OF GREENUP STREET.  TURN RIGHT AND PROCEED SOUTH 0.85
 AI9004'MI (1.37 KM) ALONG GREENUP STREET TO THE JUNCTION OF WALLACE STREET.
 AI9004'TURN RIGHT AND PROCEED WEST 0.15 MI (0.24 KM) ALONG WALLACE STREET TO
 AI9004'THE JUNCTION OF MADISON PIKE.  TURN LEFT AND PROCEED SOUTH 0.4 MI (0.6
 AI9004'KM) ALONG MADISON PIKE TO THE JUNCTION OF LEVASSOR ROAD.  TURN LEFT
 AI9004'AND PROCEED NORTHEAST 0.25 MI (0.40 KM) ALONG LEVASSOR ROAD TO THE
 AI9004'JUNCTION OF EASTERN ANVENUE.  TURN RIGHT AND PROCEED SOUTH 0.07 MI
 AI9004'(0.11 KM) ALONG EASTERN AVENUE TO THE STATION ON THE RIGHT ON TOP OF
 AI9004'THE LEVEE.
 AI9004'THE STATION IS LOCATED 25.756 M (84.501 FT) SOUTHWEST OF THE SOUTHWEST
 AI9004'CORNER OF A CONCRETE STRUCTURE BETWEEN THE LEVEE AND THE RIVER, 19.964
 AI9004'M (65.499 FT) SOUTH OF A UTILITY POLE NEAR VENTS, 15.941 M (52.300 FT)
 AI9004'EAST OF A POWER POLE, AND 14.783 M (48.501 FT) SOUTHEAST OF THE
 AI9004'SOUTHEAST CORNER OF A FENCE ATTACHED TO THE PUMPING STATION.  THE
 AI9004'STATION IS AN ALUMINUM DISK STAMPED-- 414 SET 2000-- SET IN THE TOP OF
 AI9004'A 0.3 M (1.0 FT) DIAMETER ROUND CONCRETE WITH AN IMBEDDED REBAR SET
 AI9004'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9025 ***********************************************************************
 AI9025  DESIGNATION -  414A
 AI9025  PID         -  AI9025
 AI9025  STATE/COUNTY-  KY/KENTON
 AI9025  USGS QUAD   -  NEWPORT (1987)
 AI9025
 AI9025                         *CURRENT SURVEY CONTROL
 AI9025  ___________________________________________________________________
 AI9025* NAD 83(1993)-  39 03 39.78233(N)    084 29 54.01699(W)     ADJUSTED  
 AI9025* NAVD 88     -       159.0    (meters)     522.     (feet)  GPS OBS   
 AI9025  ___________________________________________________________________
 AI9025  X           -     475,457.250 (meters)                     COMP
 AI9025  Y           -  -4,936,311.509 (meters)                     COMP
 AI9025  Z           -   3,997,660.673 (meters)                     COMP
 AI9025  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AI9025  ELLIP HEIGHT-         124.95  (meters)          (01/02/01) GPS OBS
 AI9025  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AI9025
 AI9025  HORZ ORDER  -  FIRST
 AI9025  ELLP ORDER  -  THIRD     CLASS II
 AI9025
 AI9025.The horizontal coordinates were established by GPS observations
 AI9025.and adjusted by the National Geodetic Survey in January 2001..
 AI9025
 AI9025.The orthometric height was determined by GPS observations and a
 AI9025.high-resolution geoid model.
 AI9025
 AI9025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9025
 AI9025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9025
 AI9025.The ellipsoidal height was determined by GPS observations
 AI9025.and is referenced to NAD 83.
 AI9025
 AI9025.The geoid height was determined by GEOID03.
 AI9025
 AI9025;                    North         East     Units Scale Factor Converg.
 AI9025;SPC KY1Z     - 1,303,479.231 1,608,343.375   MT  1.00011898   +0 46 06.5
 AI9025;SPC KY1Z     - 4,276,498.11  5,276,706.56   sFT  1.00011898   +0 46 06.5
 AI9025;SPC KY N     -   173,308.090   478,505.555   MT  1.00001571   -0 09 16.1
 AI9025;SPC KY N     -   568,594.96  1,569,896.98   sFT  1.00001571   -0 09 16.1
 AI9025;UTM  16      - 4,326,530.212   716,451.322   MT  1.00017693   +1 34 37.3
 AI9025
 AI9025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9025!SPC KY1Z     -   0.99998040  x   1.00011898  =   1.00009937
 AI9025!SPC KY N     -   0.99998040  x   1.00001571  =   0.99999611
 AI9025!UTM  16      -   0.99998040  x   1.00017693  =   1.00015732
 AI9025
 AI9025|---------------------------------------------------------------------|
 AI9025| PID    Reference Object                     Distance      Geod. Az  |
 AI9025|                                                           dddmmss.s |
 AI9025| AI9004 414                                 238.734 METERS 00609     |
 AI9025|---------------------------------------------------------------------|
 AI9025
 AI9025                          SUPERSEDED SURVEY CONTROL
 AI9025
 AI9025.No superseded survey control is available for this station.
 AI9025
 AI9025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1645126530(NAD 83)
 AI9025_MARKER: DD = SURVEY DISK
 AI9025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9025_STAMPING: 414A SET 2000
 AI9025_MARK LOGO: WOOLPT
 AI9025_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9025+STABILITY: SURFACE MOTION
 AI9025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9025+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9025
 AI9025  HISTORY     - Date     Condition        Report By
 AI9025  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9025
 AI9025                          STATION DESCRIPTION
 AI9025
 AI9025'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9025'THE STATION IS LOCATED APPROXIMATELY 12.3 MI (19.8 KM) EAST OF
 AI9025'BURLINGOTN, 8.1 MI (13.0 KM) NORTHEAST OF FLORENCE, 1.8 MI (2.9 KM)
 AI9025'SOUTHWEST OF COVINGTON AND IS IN FRONT OF THE CHURCH OF THE NAZARENE.
 AI9025'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 71 AND 75 (EXIT
 AI9025'191) AND 12TH STREET, PROCEED EAST 0.75 MI (1.21 KM) ALONG 12TH STREET
 AI9025'TO THE JUNCTION OF GREENUP STREET.  TURN RIGHT AND PROCEED SOUTH 0.85
 AI9025'MI (1.37 KM) ALONG GREENUP STREET TO THE JUNCTION OF WALLACE STREET.
 AI9025'TURN RIGHT AND PROCEED WEST 0.15 MI (0.24 KM) ALONG WALLACE STREET TO
 AI9025'THE JUNCTION OF MADISON PIKE.  TURN LEFT AND PROCEED SOUTH 0.4 MI (0.6
 AI9025'KM) ALONG MADISON PIKE TO THE JUNCTION OF LEVASSOR ROAD.  TURN LEFT
 AI9025'AND PROCEED NORTHEAST 0.25 MI (0.40 KM) ALONG LEVASSOR ROAD TO THE
 AI9025'JUNCTION OF EASTERN ANVENUE.  TURN RIGHT AND PROCEED SOUTH 0.1 MI (0.2
 AI9025'KM) ALONG EASTERN AVENUE TO THE JUNCTION OF EAST 26TH STREET ON THE
 AI9025'RIGHT.  TURN RIGHT AND PROCEED WEST 0.05 MI (0.08 KM) TO THE ENTRANCE
 AI9025'DRIVE TO THE CHURCH OF THE NAZARANE.  TURN RIGHT AND PROCEED NORTH
 AI9025'0.05 MI (0.08 KM) ALONG THE ENTRANCE DRIVE TO THE STATION ON THE LEFT,
 AI9025'BEFORE REACHING THE PARKING LOT.
 AI9025'THE STATION IS LOCATED 18.105 M (59.399 FT) WEST OF A LIGHT POLE,
 AI9025'13.228 M (43.399 FT) NORTHWEST OF A FIRE HYDRANT, 12.740 M (41.798 FT)
 AI9025'NORTH OF THE CENTERLINE OF EAST 26TH STREET, AND 4.480 M (14.698 FT)
 AI9025'SOUTHEAST OF THE SOUTHWEST CORNER OF THE PARKING LOT. THE STATION IS
 AI9025'AN ALUMINUM DISK STAMPED-- 414A SET 2000-- SET IN THE TOP OF A 0.3 M
 AI9025'(1.0 FT) DIAMETER ROUND CONCRETE WITH AN IMBEDDED REBAR SET FLUSH WITH
 AI9025'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9005 ***********************************************************************
 AI9005  DESIGNATION -  415
 AI9005  PID         -  AI9005
 AI9005  STATE/COUNTY-  KY/BOONE
 AI9005  USGS QUAD   -  UNION (1984)
 AI9005
 AI9005                         *CURRENT SURVEY CONTROL
 AI9005  ___________________________________________________________________
 AI9005* NAD 83(1993)-  38 59 51.67124(N)    084 42 33.37005(W)     ADJUSTED  
 AI9005* NAVD 88     -       248.6    (meters)     816.     (feet)  GPS OBS   
 AI9005  ___________________________________________________________________
 AI9005  X           -     457,696.187 (meters)                     COMP
 AI9005  Y           -  -4,942,508.681 (meters)                     COMP
 AI9005  Z           -   3,992,252.419 (meters)                     COMP
 AI9005  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AI9005  ELLIP HEIGHT-         214.53  (meters)          (01/02/01) GPS OBS
 AI9005  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AI9005
 AI9005  HORZ ORDER  -  FIRST
 AI9005  ELLP ORDER  -  THIRD     CLASS II
 AI9005
 AI9005.The horizontal coordinates were established by GPS observations
 AI9005.and adjusted by the National Geodetic Survey in January 2001..
 AI9005
 AI9005.The orthometric height was determined by GPS observations and a
 AI9005.high-resolution geoid model.
 AI9005
 AI9005.Photographs are available for this station.
 AI9005
 AI9005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9005
 AI9005.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9005
 AI9005.The ellipsoidal height was determined by GPS observations
 AI9005.and is referenced to NAD 83.
 AI9005
 AI9005.The geoid height was determined by GEOID03.
 AI9005
 AI9005;                    North         East     Units Scale Factor Converg.
 AI9005;SPC KY1Z     - 1,296,220.218 1,590,164.523   MT  1.00009663   +0 38 20.3
 AI9005;SPC KY1Z     - 4,252,682.50  5,217,064.77   sFT  1.00009663   +0 38 20.3
 AI9005;SPC KY N     -   166,343.793   460,213.814   MT  1.00000486   -0 17 08.5
 AI9005;SPC KY N     -   545,746.26  1,509,884.82   sFT  1.00000486   -0 17 08.5
 AI9005;UTM  16      - 4,319,016.104   698,375.945   MT  1.00008460   +1 26 31.2
 AI9005
 AI9005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9005!SPC KY1Z     -   0.99996634  x   1.00009663  =   1.00006297
 AI9005!SPC KY N     -   0.99996634  x   1.00000486  =   0.99997120
 AI9005!UTM  16      -   0.99996634  x   1.00008460  =   1.00005094
 AI9005
 AI9005|---------------------------------------------------------------------|
 AI9005| PID    Reference Object                     Distance      Geod. Az  |
 AI9005|                                                           dddmmss.s |
 AI9005| AI9032 BCK 99 5                            293.165 METERS 22134     |
 AI9005|---------------------------------------------------------------------|
 AI9005
 AI9005                          SUPERSEDED SURVEY CONTROL
 AI9005
 AI9005.No superseded survey control is available for this station.
 AI9005
 AI9005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9837619016(NAD 83)
 AI9005_MARKER: DD = SURVEY DISK
 AI9005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9005_STAMPING: 415 SET 2000
 AI9005_MARK LOGO: WOOLPT
 AI9005_PROJECTION: FLUSH
 AI9005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9005+STABILITY: SURFACE MOTION
 AI9005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9005+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 AI9005
 AI9005  HISTORY     - Date     Condition        Report By
 AI9005  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9005  HISTORY     - 20030128 GOOD             WOOLPT
 AI9005  HISTORY     - 20060221 GOOD             USPSQD
 AI9005
 AI9005                          STATION DESCRIPTION
 AI9005
 AI9005'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9005'THE STATION IS LOCATED APPROXIMATELY 12.0 MI (19.3 KM) SOUTHWEST OF
 AI9005'COVINGTON, 4.3 MI (6.9 KM) WEST OF FLORENCE, 2.1 MI (3.4 KM) SOUTH OF
 AI9005'BURLINGTON, AND IS IN THE CAMP ERNST PARK.
 AI9005'TO REACH THE STATION FROM THE JUNCTION OF BURLINGTON PIKE (KY RT 18)
 AI9005'AND NORTH BEND ROAD (KY RT 237) , PROCEED SOUTH 0.85 MI (1.37 KM)
 AI9005'ALONG NORTH BEND ROAD (KY RT 237) TO THE JUNCTION OF CAMP ERNST ROAD
 AI9005'ON THE RIGHT.  TURN RIGHT AND PROCEED WEST 0.5 MI (0.8 KM) TO THE PARK
 AI9005'ENTRANCE ON THE RIGHT.  TURN RIGHT AND PROCEED WESTERLY 0.1 MI (0.2
 AI9005'KM) TO THE BOAT RAMP ON THE RIGHT AND THE STATION ON THE LEFT.
 AI9005'THE STATION IS LOCATED 28.377 M (93.100 FT) EAST OF THE EXTENDED
 AI9005'CENTERLINE OF THE BOAT RAMP, 23.957 M (78.599 FT) EAST OF A 0.1 M (0.3
 AI9005'FT) DIAMETER TREE, 21.732 M (71.299 FT) SOUTHEAST OF A 0.15 M (0.49
 AI9005'FT) DIAMETER TREE, AND 20.208 M (66.299 FT) NORTHEAST OF A 0.2 M (0.7
 AI9005'FT) DIAMETER TREE.  THE STATION IS AN ALUMINUM DISK STAMPED-- 415 SET
 AI9005'2000-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER ROUND CONCRETE
 AI9005'MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE GROUND.
 AI9005
 AI9005                          STATION RECOVERY (2003)
 AI9005
 AI9005'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (BJM)
 AI9005'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AI9005' 
 AI9005'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 AI9005'THE HORIZON ARE A
 AI9005'LONE TREE APPROXIMATELY 70 FEET SOUTH EXTENDING 25 DEGREES ABOVE THE
 AI9005'HORIZON.
 AI9005' 
 AI9005'
 AI9005
 AI9005                          STATION RECOVERY (2006)
 AI9005
 AI9005'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLB)
 AI9005'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 23-CM NORTHWEST OF
 AI9005'AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9006 ***********************************************************************
 AI9006  DESIGNATION -  416
 AI9006  PID         -  AI9006
 AI9006  STATE/COUNTY-  KY/BOONE
 AI9006  USGS QUAD   -  BURLINGTON (1991)
 AI9006
 AI9006                         *CURRENT SURVEY CONTROL
 AI9006  ___________________________________________________________________
 AI9006* NAD 83(1993)-  39 01 47.97165(N)    084 43 56.43607(W)     ADJUSTED  
 AI9006* NAVD 88     -       259.9    (meters)     853.     (feet)  GPS OBS   
 AI9006  ___________________________________________________________________
 AI9006  X           -     455,499.250 (meters)                     COMP
 AI9006  Y           -  -4,940,453.118 (meters)                     COMP
 AI9006  Z           -   3,995,046.276 (meters)                     COMP
 AI9006  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AI9006  ELLIP HEIGHT-         225.84  (meters)          (01/02/01) GPS OBS
 AI9006  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AI9006
 AI9006  HORZ ORDER  -  FIRST
 AI9006  ELLP ORDER  -  THIRD     CLASS II
 AI9006
 AI9006.The horizontal coordinates were established by GPS observations
 AI9006.and adjusted by the National Geodetic Survey in January 2001..
 AI9006
 AI9006.The orthometric height was determined by GPS observations and a
 AI9006.high-resolution geoid model.
 AI9006
 AI9006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9006
 AI9006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9006
 AI9006.The ellipsoidal height was determined by GPS observations
 AI9006.and is referenced to NAD 83.
 AI9006
 AI9006.The geoid height was determined by GEOID03.
 AI9006
 AI9006;                    North         East     Units Scale Factor Converg.
 AI9006;SPC KY1Z     - 1,299,784.763 1,588,126.465   MT  1.00010787   +0 37 29.3
 AI9006;SPC KY1Z     - 4,264,377.18  5,210,378.24   sFT  1.00010787   +0 37 29.3
 AI9006;SPC KY N     -   169,940.427   458,233.739   MT  1.00001024   -0 18 00.2
 AI9006;SPC KY N     -   557,546.22  1,503,388.53   sFT  1.00001024   -0 18 00.2
 AI9006;UTM  16      - 4,322,551.643   696,288.158   MT  1.00007444   +1 25 42.5
 AI9006
 AI9006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9006!SPC KY1Z     -   0.99996457  x   1.00010787  =   1.00007243
 AI9006!SPC KY N     -   0.99996457  x   1.00001024  =   0.99997481
 AI9006!UTM  16      -   0.99996457  x   1.00007444  =   1.00003901
 AI9006
 AI9006|---------------------------------------------------------------------|
 AI9006| PID    Reference Object                     Distance      Geod. Az  |
 AI9006|                                                           dddmmss.s |
 AI9006| AI9026 416 AZ MK                           263.655 METERS 06748     |
 AI9006|---------------------------------------------------------------------|
 AI9006
 AI9006                          SUPERSEDED SURVEY CONTROL
 AI9006
 AI9006.No superseded survey control is available for this station.
 AI9006
 AI9006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9628822552(NAD 83)
 AI9006_MARKER: DD = SURVEY DISK
 AI9006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9006_STAMPING: 416 SET 2000
 AI9006_MARK LOGO: WOOLPT
 AI9006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9006+STABILITY: SURFACE MOTION
 AI9006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9006+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 AI9006
 AI9006  HISTORY     - Date     Condition        Report By
 AI9006  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9006  HISTORY     - 20060904 GOOD             USPSQD
 AI9006
 AI9006                          STATION DESCRIPTION
 AI9006
 AI9006'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9006'THE STATION IS LOCATED APPROXIMATELY 12.3 MI (19.8 KM) WEST OF
 AI9006'COVINGTON, 6.1 M (20.0 FT) NORTHWEST OF FLORENCE, 0.8 MI (1.3 KM)
 AI9006'NORTHWEST OF BURLINGTON, AND IS AT THE BOONE COUNTY FAIRGROUNDS.
 AI9006'TO REACH THE STATION FROM THE JUNCTION OF BURLINGTON PIKE (KY RT 18)
 AI9006'AND NORTH BEND ROAD (KY RT 237) , PROCEED WEST 1.25 MI (2.01 KM) ALONG
 AI9006'BURLINGTON PIKE (KY RT 18) TO THE JUNCTION OF IDLEWILD BURLINGTON ROAD
 AI9006'(KY RT 338) .  TURN RIGHT AND PROCEED NORTH 0.3 MI (0.5 KM) ON
 AI9006'IDLEWILD BURLINGTON ROAD TO THE ENTRANCE TO THE BOONE COUNTY
 AI9006'FAIRGROUNDS ON THE LEFT.  TURN LEFT AND PROCEED WEST 0.15 MI (0.24 KM)
 AI9006'ALONG THE ENTRANCE ROAD TO THE RODEO ARENA.  CONTINUE WEST AND SOUTH
 AI9006'0.05 MI (0.08 KM) AROUND THE ARENA TO THE STATION DIRECTLY AHEAD NEAR
 AI9006'THE END OF THE FENCE.
 AI9006'THE STATION IS LOCATED 34.138 M (112.001 FT) WEST OF A UTILITY POLE,
 AI9006'32.000 M (104.987 FT) NORTHEAST OF A LIGHT POLE, 26.579 M (87.201 FT)
 AI9006'EAST OF A SPLIT TREE IN A FENCE, AND 2.47 M (8.10 FT) SOUTHEAST OF THE
 AI9006'WEST END OF THE FENCE.  THE STATION IS AN ALUMINUM DISK STAMPED-- 416
 AI9006'SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER ROUND CONCRETE
 AI9006'MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE GROUND.
 AI9006
 AI9006                          STATION RECOVERY (2006)
 AI9006
 AI9006'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9006'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE
 AI9006'SOUTHWEST CORNER OF GREEN PAINTED BLEACHERS AND 0.3 M NORTHWEST OF AN
 AI9006'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9026 ***********************************************************************
 AI9026  DESIGNATION -  416 AZ MK
 AI9026  PID         -  AI9026
 AI9026  STATE/COUNTY-  KY/BOONE
 AI9026  USGS QUAD   -  BURLINGTON (1991)
 AI9026
 AI9026                         *CURRENT SURVEY CONTROL
 AI9026  ___________________________________________________________________
 AI9026* NAD 83(1993)-  39 01 51.20305(N)    084 43 46.28752(W)     ADJUSTED  
 AI9026* NAVD 88     -       254.0    (meters)     833.     (feet)  GPS OBS   
 AI9026  ___________________________________________________________________
 AI9026  X           -     455,736.144 (meters)                     COMP
 AI9026  Y           -  -4,940,363.671 (meters)                     COMP
 AI9026  Z           -   3,995,119.991 (meters)                     COMP
 AI9026  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AI9026  ELLIP HEIGHT-         219.97  (meters)          (01/02/01) GPS OBS
 AI9026  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AI9026
 AI9026  HORZ ORDER  -  FIRST
 AI9026  ELLP ORDER  -  THIRD     CLASS II
 AI9026
 AI9026.The horizontal coordinates were established by GPS observations
 AI9026.and adjusted by the National Geodetic Survey in January 2001..
 AI9026
 AI9026.The orthometric height was determined by GPS observations and a
 AI9026.high-resolution geoid model.
 AI9026
 AI9026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9026
 AI9026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9026
 AI9026.The ellipsoidal height was determined by GPS observations
 AI9026.and is referenced to NAD 83.
 AI9026
 AI9026.The geoid height was determined by GEOID03.
 AI9026
 AI9026;                    North         East     Units Scale Factor Converg.
 AI9026;SPC KY1Z     - 1,299,887.083 1,588,369.487   MT  1.00010818   +0 37 35.5
 AI9026;SPC KY1Z     - 4,264,712.87  5,211,175.56   sFT  1.00010818   +0 37 35.5
 AI9026;SPC KY N     -   170,038.801   458,478.357   MT  1.00001040   -0 17 53.9
 AI9026;SPC KY N     -   557,868.97  1,504,191.08   sFT  1.00001040   -0 17 53.9
 AI9026;UTM  16      - 4,322,657.358   696,529.713   MT  1.00007561   +1 25 49.0
 AI9026
 AI9026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9026!SPC KY1Z     -   0.99996549  x   1.00010818  =   1.00007367
 AI9026!SPC KY N     -   0.99996549  x   1.00001040  =   0.99997589
 AI9026!UTM  16      -   0.99996549  x   1.00007561  =   1.00004110
 AI9026
 AI9026|---------------------------------------------------------------------|
 AI9026| PID    Reference Object                     Distance      Geod. Az  |
 AI9026|                                                           dddmmss.s |
 AI9026| AI9006 416                                 263.655 METERS 24748     |
 AI9026|---------------------------------------------------------------------|
 AI9026
 AI9026                          SUPERSEDED SURVEY CONTROL
 AI9026
 AI9026.No superseded survey control is available for this station.
 AI9026
 AI9026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9653022657(NAD 83)
 AI9026_MARKER: DD = SURVEY DISK
 AI9026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9026_STAMPING: 416A SET 2000
 AI9026_MARK LOGO: WOOLPT
 AI9026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9026+STABILITY: SURFACE MOTION
 AI9026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9026+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 AI9026
 AI9026  HISTORY     - Date     Condition        Report By
 AI9026  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9026  HISTORY     - 20060905 GOOD             USPSQD
 AI9026
 AI9026                          STATION DESCRIPTION
 AI9026
 AI9026'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9026'THE STATION IS LOCATED APPROXIMATELY 12.3 MI (19.8 KM) WEST OF
 AI9026'COVINGTON, 6.1 M (20.0 FT) NORTHWEST OF FLORENCE, 0.8 MI (1.3 KM)
 AI9026'NORTHWEST OF BURLINGTON, AND IS AT THE ENTRANCE TO THE BOONE COUNTY
 AI9026'FAIRGROUNDS.
 AI9026'TO REACH THE STATION FROM THE JUNCTION OF BURLINGTON PIKE (KY RT 18)
 AI9026'AND NORTH BEND ROAD (KY RT 237) , PROCEED WEST 1.25 MI (2.01 KM) ALONG
 AI9026'BURLINGTON PIKE (KY RT 18) TO THE JUNCTION OF IDLEWILD BURLINGTON ROAD
 AI9026'(KY RT 338) .  TURN RIGHT AND PROCEED NORTH 0.3 MI (0.5 KM) ON
 AI9026'IDLEWILD BURLINGTON ROAD TO THE ENTRANCE TO THE BOONE COUNTY
 AI9026'FAIRGROUNDS ON THE LEFT.  TURN LEFT AND PROCEED WEST 0.05 MI (0.08 KM)
 AI9026'ALONG THE ENTRANCE ROAD TO THE STATION ON THE LEFT, JUST PAST THE
 AI9026'GATEHOUSE.
 AI9026'THE STATION IS LOCATED 37.887 M (124.301 FT) SOUTH OF A UTILITY POLE,
 AI9026'28.926 M (94.901 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE
 AI9026'GATEHOUSE, 23.560 M (77.296 FT) NORTHWEST OF THE ENDPOST OF A FENCE,
 AI9026'AND 17.740 M (58.202 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AI9026'GATEHOUSE.  THE STATION IS AN ALUMINUM DISK STAMPED-- 416A SET 2000--
 AI9026'SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER ROUND CONCRETE MONUMENT
 AI9026'WITH AN IMBEDDED REBAR SET FLUSH WITH THE GROUND.
 AI9026
 AI9026                          STATION RECOVERY (2006)
 AI9026
 AI9026'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9026'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M NORTH
 AI9026'OF AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0793 ***********************************************************************
 HA0793  DESIGNATION -  416.956
 HA0793  PID         -  HA0793
 HA0793  STATE/COUNTY-  KY/MCLEAN
 HA0793  USGS QUAD   -  LIVERMORE (1983)
 HA0793
 HA0793                         *CURRENT SURVEY CONTROL
 HA0793  ___________________________________________________________________
 HA0793* NAD 83(1986)-  37 26 31.     (N)    087 08 52.     (W)     SCALED    
 HA0793* NAVD 88     -       126.688  (meters)     415.64   (feet)  ADJUSTED  
 HA0793  ___________________________________________________________________
 HA0793  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HA0793  DYNAMIC HT  -         126.596 (meters)     415.34  (feet)  COMP
 HA0793  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 HA0793
 HA0793  VERT ORDER  -  SECOND    CLASS 0
 HA0793
 HA0793.The horizontal coordinates were scaled from a topographic map and have
 HA0793.an estimated accuracy of +/- 6 seconds.
 HA0793
 HA0793.The orthometric height was determined by differential leveling
 HA0793.and adjusted by the National Geodetic Survey in June 1991..
 HA0793
 HA0793.The geoid height was determined by GEOID03.
 HA0793
 HA0793.The dynamic height is computed by dividing the NAVD 88
 HA0793.geopotential number by the normal gravity value computed on the
 HA0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0793.degrees latitude (g = 980.6199 gals.).
 HA0793
 HA0793.The modeled gravity was interpolated from observed gravity values.
 HA0793
 HA0793;                    North         East    Units  Estimated Accuracy
 HA0793;SPC KY1Z     - 1,123,960.    1,376,320.      MT  (+/- 180 meters Scaled)
 HA0793
 HA0793                          SUPERSEDED SURVEY CONTROL
 HA0793
 HA0793  NGVD 29 (??/??/92)  126.791  (m)          415.98   (f) ADJ UNCH    2 0
 HA0793
 HA0793.Superseded values are not recommended for survey control.
 HA0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0793.See file dsdata.txt to determine how the superseded data were derived.
 HA0793
 HA0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG869439(NAD 83)
 HA0793_MARKER: DD = SURVEY DISK
 HA0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0793_SP_SET: CULVERT
 HA0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0793
 HA0793  HISTORY     - Date     Condition        Report By
 HA0793  HISTORY     - UNK      MONUMENTED       USGS
 HA0793  HISTORY     - 1935     GOOD             NGS
 HA0793
 HA0793                          STATION DESCRIPTION
 HA0793
 HA0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0793'0.2 MI S FROM ISLAND.
 HA0793'0.2 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HA0793'THE STATION AT ISLAND, MCLEAN  COUNTY, 0.2 MILE SOUTH OF MILEPOST
 HA0793'191, 15.5 FEET WEST OF THE WEST RAIL, AT THE NORTHWEST CORNER
 HA0793'OF A STONE CULVERT UNDER THE TRACK, IN THE WEST SIDE OF THE
 HA0793'TOP STONE, 3.3 FEET SOUTH OF THE NORTHWEST CORNER OF THE STONE,
 HA0793'8 INCHES BELOW THE TOP OF THE STONE, AND ABOUT 10 FEET LOWER THAN
 HA0793'THE TRACK.  THE SHANK OF A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HA0793'DISK, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0580 ***********************************************************************
 HA0580  DESIGNATION -  416.984
 HA0580  PID         -  HA0580
 HA0580  STATE/COUNTY-  KY/DAVIESS
 HA0580  USGS QUAD   -  UTICA (1983)
 HA0580
 HA0580                         *CURRENT SURVEY CONTROL
 HA0580  ___________________________________________________________________
 HA0580* NAD 83(1986)-  37 36 15.     (N)    087 06 48.     (W)     SCALED    
 HA0580* NAVD 88     -       126.780  (meters)     415.94   (feet)  ADJUSTED  
 HA0580  ___________________________________________________________________
 HA0580  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HA0580  DYNAMIC HT  -         126.691 (meters)     415.65  (feet)  COMP
 HA0580  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 HA0580
 HA0580  VERT ORDER  -  SECOND    CLASS 0
 HA0580
 HA0580.The horizontal coordinates were scaled from a topographic map and have
 HA0580.an estimated accuracy of +/- 6 seconds.
 HA0580
 HA0580.The orthometric height was determined by differential leveling
 HA0580.and adjusted by the National Geodetic Survey in June 1991..
 HA0580
 HA0580.The geoid height was determined by GEOID03.
 HA0580
 HA0580.The dynamic height is computed by dividing the NAVD 88
 HA0580.geopotential number by the normal gravity value computed on the
 HA0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0580.degrees latitude (g = 980.6199 gals.).
 HA0580
 HA0580.The modeled gravity was interpolated from observed gravity values.
 HA0580
 HA0580;                    North         East    Units  Estimated Accuracy
 HA0580;SPC KY1Z     - 1,141,920.    1,379,630.      MT  (+/- 180 meters Scaled)
 HA0580
 HA0580                          SUPERSEDED SURVEY CONTROL
 HA0580
 HA0580  NGVD 29 (??/??/92)  126.885  (m)          416.29   (f) ADJ UNCH    2 0
 HA0580
 HA0580.Superseded values are not recommended for survey control.
 HA0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0580.See file dsdata.txt to determine how the superseded data were derived.
 HA0580
 HA0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG899619(NAD 83)
 HA0580_MARKER: DD = SURVEY DISK
 HA0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0580_SP_SET: BUILDING
 HA0580_STAMPING: 418 LOUISVILLE
 HA0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0580+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2000
 HA0580
 HA0580  HISTORY     - Date     Condition        Report By
 HA0580  HISTORY     - UNK      MONUMENTED       USGS
 HA0580  HISTORY     - 1935     GOOD             NGS
 HA0580  HISTORY     - 20000829 GOOD             LOCSUR
 HA0580
 HA0580                          STATION DESCRIPTION
 HA0580
 HA0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0580'AT UTICA.
 HA0580'AT UTICA, DAVIESS COUNTY, ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 HA0580'12 RAILS NORTHWEST OF THE STATION, AT A ROAD CROSSING, 220 FEET
 HA0580'NORTHEAST OF THE NORTHEAST RAIL, 28 FEET NORTHWEST OF THE CENTERLINE
 HA0580'OF THE CALHOUN ROAD, AT THE UTICA DEPOSIT BANK, IN THE SOUTHEAST
 HA0580'BRICK WALL, ONE FOOT NORTHEAST OF THE SOUTH CORNER OF THE BANK,
 HA0580'AND 1.2 FEET ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY
 HA0580'STANDARD DISK, STAMPED 418 LOUISVILLE AND SET VERTICALLY.
 HA0580
 HA0580                          STATION RECOVERY (2000)
 HA0580
 HA0580'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JS)
 HA0580'RECOVERED IN GOOD CONDITION AS DESCRIBED BY PHOTO SCIENCE INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9007 ***********************************************************************
 AI9007  DESIGNATION -  417
 AI9007  PID         -  AI9007
 AI9007  STATE/COUNTY-  KY/BOONE
 AI9007  USGS QUAD   -  UNION (1984)
 AI9007
 AI9007                         *CURRENT SURVEY CONTROL
 AI9007  ___________________________________________________________________
 AI9007* NAD 83(1993)-  38 59 38.92016(N)    084 38 50.40213(W)     ADJUSTED  
 AI9007* NAVD 88     -       274.9    (meters)     902.     (feet)  GPS OBS   
 AI9007  ___________________________________________________________________
 AI9007  X           -     463,063.663 (meters)                     COMP
 AI9007  Y           -  -4,942,277.827 (meters)                     COMP
 AI9007  Z           -   3,991,963.419 (meters)                     COMP
 AI9007  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AI9007  ELLIP HEIGHT-         240.93  (meters)          (01/02/01) GPS OBS
 AI9007  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 AI9007
 AI9007  HORZ ORDER  -  FIRST
 AI9007  ELLP ORDER  -  THIRD     CLASS II
 AI9007
 AI9007.The horizontal coordinates were established by GPS observations
 AI9007.and adjusted by the National Geodetic Survey in January 2001..
 AI9007
 AI9007.The orthometric height was determined by GPS observations and a
 AI9007.high-resolution geoid model.
 AI9007
 AI9007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9007
 AI9007.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9007
 AI9007.The ellipsoidal height was determined by GPS observations
 AI9007.and is referenced to NAD 83.
 AI9007
 AI9007.The geoid height was determined by GEOID03.
 AI9007
 AI9007;                    North         East     Units Scale Factor Converg.
 AI9007;SPC KY1Z     - 1,295,888.615 1,595,534.761   MT  1.00009542   +0 40 37.2
 AI9007;SPC KY1Z     - 4,251,594.56  5,234,683.63   sFT  1.00009542   +0 40 37.2
 AI9007;SPC KY N     -   165,925.633   465,577.513   MT  1.00000429   -0 14 49.8
 AI9007;SPC KY N     -   544,374.35  1,527,482.22   sFT  1.00000429   -0 14 49.8
 AI9007;UTM  16      - 4,318,759.839   703,750.315   MT  1.00011121   +1 28 51.2
 AI9007
 AI9007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9007!SPC KY1Z     -   0.99996220  x   1.00009542  =   1.00005762
 AI9007!SPC KY N     -   0.99996220  x   1.00000429  =   0.99996649
 AI9007!UTM  16      -   0.99996220  x   1.00011121  =   1.00007341
 AI9007
 AI9007:                Primary Azimuth Mark                     Grid Az
 AI9007:SPC KY1Z     -  417 AZ MK                                163 14 29.2
 AI9007:SPC KY N     -  417 AZ MK                                164 09 56.2
 AI9007:UTM  16      -  417 AZ MK                                162 26 15.2
 AI9007
 AI9007|---------------------------------------------------------------------|
 AI9007| PID    Reference Object                     Distance      Geod. Az  |
 AI9007|                                                           dddmmss.s |
 AI9007| AI9027 417 AZ MK                           438.535 METERS 1635506.4 |
 AI9007|---------------------------------------------------------------------|
 AI9007
 AI9007                          SUPERSEDED SURVEY CONTROL
 AI9007
 AI9007.No superseded survey control is available for this station.
 AI9007
 AI9007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0375018760(NAD 83)
 AI9007_MARKER: DD = SURVEY DISK
 AI9007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9007_STAMPING: 417 SET 2000
 AI9007_MARK LOGO: WOOLPT
 AI9007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9007+STABILITY: SURFACE MOTION
 AI9007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9007+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9007
 AI9007  HISTORY     - Date     Condition        Report By
 AI9007  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9007
 AI9007                          STATION DESCRIPTION
 AI9007
 AI9007'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9007'THE STATION IS LOCATED APPROXIMATELY 9.5 MI (15.3 KM) SOUTHWEST OF
 AI9007'COVINGTON, 4.8 MI (7.7 KM) SOUTHEAST OF BURLINGTON, 1.0 MI (1.6 KM)
 AI9007'WEST OF FLORENCE AND IS AT THE FLORENCE MALL.
 AI9007'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 71 AND 75 AND
 AI9007'BURLINGTON ROAD, PROCEED NORTHWEST 0.25 MI (0.40 KM) ALONG BURLINGTON
 AI9007'ROAD TO THE JUNCTION OF MALL ROAD.  TURN LEFT AND PROCEED SOUTH 0.25
 AI9007'MI (0.40 KM) ALONG MALL ROAD TO A MALL ENTRANCE DRIVE ON THE LEFT.
 AI9007'TURN LEFT AND THEN LEFT AGAIN ONTO THE MALL PERIMETER ROAD.  PROCEED
 AI9007'SOUTHWESTERLY 0.35 MI (0.56 KM) ALONG THE MALL PERIMETER ROAD TO THE
 AI9007'STATION ON THE LEFT JUST PAST THE JUNCTION OF AN ACCESS ROAD.
 AI9007'THE STATION IS LOCATED 66.325 M (217.601 FT) NORTHWEST OF A GUY POLE,
 AI9007'46.512 M (152.598 FT) SOUTHEAST OF A LIGHT POLE, 11.795 M (38.697 FT)
 AI9007'SOUTH OF THE CENTERLINE OF THE ACCESS ROAD, AND 10.546 M (34.600 FT)
 AI9007'SOUTHEAST OF THE MALL PERIMETER ROAD.  THE STATION IS AN ALUMINUM DISK
 AI9007'STAMPED-- 417 SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER
 AI9007'ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE
 AI9007'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9027 ***********************************************************************
 AI9027  DESIGNATION -  417 AZ MK
 AI9027  PID         -  AI9027
 AI9027  STATE/COUNTY-  KY/BOONE
 AI9027  USGS QUAD   -  UNION (1984)
 AI9027
 AI9027                         *CURRENT SURVEY CONTROL
 AI9027  ___________________________________________________________________
 AI9027* NAD 83(1993)-  38 59 25.25582(N)    084 38 45.35452(W)     ADJUSTED  
 AI9027* NAVD 88     -       279.6    (meters)     917.     (feet)  GPS OBS   
 AI9027  ___________________________________________________________________
 AI9027  X           -     463,209.690 (meters)                     COMP
 AI9027  Y           -  -4,942,534.120 (meters)                     COMP
 AI9027  Z           -   3,991,638.858 (meters)                     COMP
 AI9027  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AI9027  ELLIP HEIGHT-         245.63  (meters)          (01/02/01) GPS OBS
 AI9027  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 AI9027
 AI9027  HORZ ORDER  -  FIRST
 AI9027  ELLP ORDER  -  THIRD     CLASS II
 AI9027
 AI9027.The horizontal coordinates were established by GPS observations
 AI9027.and adjusted by the National Geodetic Survey in January 2001..
 AI9027
 AI9027.The orthometric height was determined by GPS observations and a
 AI9027.high-resolution geoid model.
 AI9027
 AI9027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9027
 AI9027.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9027
 AI9027.The ellipsoidal height was determined by GPS observations
 AI9027.and is referenced to NAD 83.
 AI9027
 AI9027.The geoid height was determined by GEOID03.
 AI9027
 AI9027;                    North         East     Units Scale Factor Converg.
 AI9027;SPC KY1Z     - 1,295,468.666 1,595,661.220   MT  1.00009412   +0 40 40.3
 AI9027;SPC KY1Z     - 4,250,216.78  5,235,098.52   sFT  1.00009412   +0 40 40.3
 AI9027;SPC KY N     -   165,503.736   465,697.171   MT  1.00000369   -0 14 46.7
 AI9027;SPC KY N     -   542,990.17  1,527,874.80   sFT  1.00000369   -0 14 46.7
 AI9027;UTM  16      - 4,318,341.698   703,882.655   MT  1.00011188   +1 28 54.0
 AI9027
 AI9027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9027!SPC KY1Z     -   0.99996146  x   1.00009412  =   1.00005558
 AI9027!SPC KY N     -   0.99996146  x   1.00000369  =   0.99996515
 AI9027!UTM  16      -   0.99996146  x   1.00011188  =   1.00007334
 AI9027
 AI9027:                Primary Azimuth Mark                     Grid Az
 AI9027:SPC KY1Z     -  417                                      343 14 29.3
 AI9027:SPC KY N     -  417                                      344 09 56.3
 AI9027:UTM  16      -  417                                      342 26 15.6
 AI9027
 AI9027|---------------------------------------------------------------------|
 AI9027| PID    Reference Object                     Distance      Geod. Az  |
 AI9027|                                                           dddmmss.s |
 AI9027| AI9007 417                                 438.535 METERS 3435509.6 |
 AI9027|---------------------------------------------------------------------|
 AI9027
 AI9027                          SUPERSEDED SURVEY CONTROL
 AI9027
 AI9027.No superseded survey control is available for this station.
 AI9027
 AI9027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0388318342(NAD 83)
 AI9027_MARKER: DD = SURVEY DISK
 AI9027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9027_STAMPING: 417A SET 2000
 AI9027_MARK LOGO: WOOLPT
 AI9027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9027+STABILITY: SURFACE MOTION
 AI9027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9027+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9027
 AI9027  HISTORY     - Date     Condition        Report By
 AI9027  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9027
 AI9027                          STATION DESCRIPTION
 AI9027
 AI9027'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9027'THE STATION IS LOCATED APPROXIMATELY 9.5 MI (15.3 KM) SOUTHWEST OF
 AI9027'COVINGTON, 4.8 MI (7.7 KM) SOUTHEAST OF BURLINGTON, 1.0 MI (1.6 KM)
 AI9027'WEST OF FLORENCE AND IS AT THE FLORENCE MALL EXIT RAMP FOR INTERSTATES
 AI9027'71 AND 75.
 AI9027'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 71 AND 75 (EXIT
 AI9027'181) AND BURLINGTON PIKE (KY RT 18) , PROCEED SOUTH 0.4 MI (0.6 KM) TO
 AI9027'THE FLORENCE MALL EXIT OFFRAMP.  PROCEED SOUTH AND WEST 0.3 MI (0.5
 AI9027'KM) TO THE STATION ON THE LEFT, SET IN THE MEDIAN AND AT THE TOP OF A
 AI9027'SMALL HILL BETWEEN THE ON AND OFF RAMPS FOR INTERSTATES 71 AND 75.
 AI9027'THE STATION IS LOCATED 45.415 M (148.999 FT) SOUTHEAST OF THE
 AI9027'SOUTHWEST CORNER OF THE GUARDRAIL OF THE OFF RAMP, 42.123 M (138.199
 AI9027'FT) WEST OF A POWER POLE, 38.618 M (126.699 FT) WEST OF A POWER POLE,
 AI9027'AND 33.740 M (110.695 FT) NORTHWEST OF THE WEST END OF THE GUARDRAIL
 AI9027'OF THE ON RAMP.  THE STATION IS AN ALUMINUM DISK STAMPED-- 417A SET
 AI9027'2000-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER ROUND CONCRETE
 AI9027'MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9008 ***********************************************************************
 AI9008  DESIGNATION -  418
 AI9008  PID         -  AI9008
 AI9008  STATE/COUNTY-  KY/KENTON
 AI9008  USGS QUAD   -  COVINGTON (1987)
 AI9008
 AI9008                         *CURRENT SURVEY CONTROL
 AI9008  ___________________________________________________________________
 AI9008* NAD 83(1993)-  39 04 48.48883(N)    084 30 05.05303(W)     ADJUSTED  
 AI9008* NAVD 88     -       156.2    (meters)     512.     (feet)  GPS OBS   
 AI9008  ___________________________________________________________________
 AI9008  X           -     475,064.966 (meters)                     COMP
 AI9008  Y           -  -4,935,005.506 (meters)                     COMP
 AI9008  Z           -   3,999,303.909 (meters)                     COMP
 AI9008  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AI9008  ELLIP HEIGHT-         122.18  (meters)          (01/02/01) GPS OBS
 AI9008  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 AI9008
 AI9008  HORZ ORDER  -  FIRST
 AI9008  ELLP ORDER  -  THIRD     CLASS II
 AI9008
 AI9008.The horizontal coordinates were established by GPS observations
 AI9008.and adjusted by the National Geodetic Survey in January 2001..
 AI9008
 AI9008.The orthometric height was determined by GPS observations and a
 AI9008.high-resolution geoid model.
 AI9008
 AI9008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9008
 AI9008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9008
 AI9008.The ellipsoidal height was determined by GPS observations
 AI9008.and is referenced to NAD 83.
 AI9008
 AI9008.The geoid height was determined by GEOID03.
 AI9008
 AI9008;                    North         East     Units Scale Factor Converg.
 AI9008;SPC KY1Z     - 1,305,594.518 1,608,049.686   MT  1.00012595   +0 45 59.7
 AI9008;SPC KY1Z     - 4,283,438.01  5,275,743.01   sFT  1.00012595   +0 45 59.7
 AI9008;SPC KY N     -   175,427.610   478,246.005   MT  1.00001922   -0 09 23.0
 AI9008;SPC KY N     -   575,548.75  1,569,045.43   sFT  1.00001922   -0 09 23.0
 AI9008;UTM  16      - 4,328,641.256   716,127.784   MT  1.00017520   +1 34 32.7
 AI9008
 AI9008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9008!SPC KY1Z     -   0.99998083  x   1.00012595  =   1.00010678
 AI9008!SPC KY N     -   0.99998083  x   1.00001922  =   1.00000005
 AI9008!UTM  16      -   0.99998083  x   1.00017520  =   1.00015603
 AI9008
 AI9008|---------------------------------------------------------------------|
 AI9008| PID    Reference Object                     Distance      Geod. Az  |
 AI9008|                                                           dddmmss.s |
 AI9008| AI9028 418A                                342.240 METERS 32439     |
 AI9008|---------------------------------------------------------------------|
 AI9008
 AI9008                          SUPERSEDED SURVEY CONTROL
 AI9008
 AI9008.No superseded survey control is available for this station.
 AI9008
 AI9008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1612828641(NAD 83)
 AI9008_MARKER: DD = SURVEY DISK
 AI9008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9008_STAMPING: 418 SET 2000
 AI9008_MARK LOGO: WOOLPT
 AI9008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9008+STABILITY: SURFACE MOTION
 AI9008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9008+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9008
 AI9008  HISTORY     - Date     Condition        Report By
 AI9008  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9008
 AI9008                          STATION DESCRIPTION
 AI9008
 AI9008'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9008'THE STATION IS LOCATED APPROXIMATELY 12.4 MI (20.0 KM) EAST OF
 AI9008'BURLINGTON, 8.7 MI (14.0 KM) NORTHEAST OF FLORENCE, AND 0.5 MI (0.8
 AI9008'KM) WEST OF COVINGTON.
 AI9008'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 71 AND 75 AND
 AI9008'12TH STREET (EXIT 191) , PROCEED EAST 1.1 MI (1.8 KM) ALONG 12TH
 AI9008'STREET TO THE JUNCTION OF A GRAVEL ROAD JUST PAST PROSPECT AVENUE ON
 AI9008'THE LEFT.  TURN LEFT AND PROCEED EAST AND NORTH ALONG THE GRAVEL ROAD
 AI9008'AND THE TOP OF THE LEVEE 0.08 MI (0.13 KM) TO THE STATION DIRECTLY
 AI9008'AHEAD.
 AI9008'THE STATION IS LOCATED 40.721 M (133.599 FT) NORTHEAST OF A
 AI9008'CATCHBASIN, 29.260 M (95.997 FT) EAST OF THE NORTHEAST CORNER OF 11TH
 AI9008'STREET, AND 12.98 M (42.59 FT) WEST OF A 2 M (6.6 FT) BY 2 M (6.6 FT)
 AI9008'VENT BOX.  THE STATION IS AN ALUMINUM DISK STAMPED-- 418 SET 2000--
 AI9008'SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER CONCRETE MOUNUMENT WITH AN
 AI9008'IMBEDDED REBAR SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9028 ***********************************************************************
 AI9028  DESIGNATION -  418A
 AI9028  PID         -  AI9028
 AI9028  STATE/COUNTY-  KY/KENTON
 AI9028  USGS QUAD   -  COVINGTON (1987)
 AI9028
 AI9028                         *CURRENT SURVEY CONTROL
 AI9028  ___________________________________________________________________
 AI9028* NAD 83(1993)-  39 04 57.54055(N)    084 30 13.29159(W)     ADJUSTED  
 AI9028* NAVD 88     -       156.4    (meters)     513.     (feet)  GPS OBS   
 AI9028  ___________________________________________________________________
 AI9028  X           -     474,851.011 (meters)                     COMP
 AI9028  Y           -  -4,934,849.447 (meters)                     COMP
 AI9028  Z           -   3,999,520.708 (meters)                     COMP
 AI9028  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AI9028  ELLIP HEIGHT-         122.36  (meters)          (01/02/01) GPS OBS
 AI9028  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 AI9028
 AI9028  HORZ ORDER  -  FIRST
 AI9028  ELLP ORDER  -  THIRD     CLASS II
 AI9028
 AI9028.The horizontal coordinates were established by GPS observations
 AI9028.and adjusted by the National Geodetic Survey in January 2001..
 AI9028
 AI9028.The orthometric height was determined by GPS observations and a
 AI9028.high-resolution geoid model.
 AI9028
 AI9028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9028
 AI9028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9028
 AI9028.The ellipsoidal height was determined by GPS observations
 AI9028.and is referenced to NAD 83.
 AI9028
 AI9028.The geoid height was determined by GEOID03.
 AI9028
 AI9028;                    North         East     Units Scale Factor Converg.
 AI9028;SPC KY1Z     - 1,305,871.018 1,607,847.931   MT  1.00012688   +0 45 54.7
 AI9028;SPC KY1Z     - 4,284,345.16  5,275,081.09   sFT  1.00012688   +0 45 54.7
 AI9028;SPC KY N     -   175,707.295   478,048.751   MT  1.00001969   -0 09 28.1
 AI9028;SPC KY N     -   576,466.35  1,568,398.28   sFT  1.00001969   -0 09 28.1
 AI9028;UTM  16      - 4,328,914.893   715,922.134   MT  1.00017411   +1 34 27.8
 AI9028
 AI9028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9028!SPC KY1Z     -   0.99998080  x   1.00012688  =   1.00010768
 AI9028!SPC KY N     -   0.99998080  x   1.00001969  =   1.00000049
 AI9028!UTM  16      -   0.99998080  x   1.00017411  =   1.00015491
 AI9028
 AI9028|---------------------------------------------------------------------|
 AI9028| PID    Reference Object                     Distance      Geod. Az  |
 AI9028|                                                           dddmmss.s |
 AI9028| AI9008 418                                 342.240 METERS 14439     |
 AI9028|---------------------------------------------------------------------|
 AI9028
 AI9028                          SUPERSEDED SURVEY CONTROL
 AI9028
 AI9028.No superseded survey control is available for this station.
 AI9028
 AI9028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1592228915(NAD 83)
 AI9028_MARKER: DD = SURVEY DISK
 AI9028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9028_STAMPING: 418A SET 2000
 AI9028_MARK LOGO: WOOLPT
 AI9028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9028+STABILITY: SURFACE MOTION
 AI9028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9028+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9028
 AI9028  HISTORY     - Date     Condition        Report By
 AI9028  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9028
 AI9028                          STATION DESCRIPTION
 AI9028
 AI9028'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9028'THE STATION IS LOCATED APPROXIMATELY 12.4 MI (20.0 KM) EAST OF
 AI9028'BURLINGTON, 8.7 MI (14.0 KM) NORTHEAST OF FLORENCE, 0.5 MI (0.8 KM)
 AI9028'WEST OF COVINGTON, AND IS ON A LEVEE BETWEEN LICKING RIVER AND 8TH
 AI9028'STREET.
 AI9028'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 71 AND 75 AND
 AI9028'5TH STREET (EXIT 192) , PROCEED EAST 0.9 MI (1.4 KM) ALONG 5TH STREET
 AI9028'TO THE JUNCTION OF GARRARD STREET.  TURN RIGHT AND PROCEED SOUTH 0.35
 AI9028'MI (0.56 KM) ALONG GARRARD STREET TO THE JUNCTION OF 8TH STREET. TURN
 AI9028'LEFT AND PROCEED EAST AND THEN SOUTHEAST 0.15 MI (0.24 KM) PAST THE
 AI9028'END OF 8TH STREET AND A PUMPING STATION TO A GASLINE MARKER ON THE
 AI9028'RIGHT AND THE STATION ON THE LEFT ON TOP OF THE LEVEE.
 AI9028'THE STATION IS LOCATED 50.505 M (165.698 FT) SOUTH OF THE SOUTH END OF
 AI9028'A ROW OF VENT PIPES, 35.000 M (114.829 FT) SOUTHEAST OF POWERPOLE K51
 AI9028'176BE, 25.664 M (84.199 FT) NORTHEAST OF A POWERPOLE, AND 20.665 M
 AI9028'(67.798 FT) EAST OF A GASLINE MARKER.  THE STATION IS AN ALUMINUM DISK
 AI9028'STAMPED-- 418A SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER
 AI9028'CONCRETE MOUNUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9009 ***********************************************************************
 AI9009  DESIGNATION -  419
 AI9009  PID         -  AI9009
 AI9009  STATE/COUNTY-  KY/KENTON
 AI9009  USGS QUAD   -  COVINGTON (1987)
 AI9009
 AI9009                         *CURRENT SURVEY CONTROL
 AI9009  ___________________________________________________________________
 AI9009* NAD 83(1993)-  39 00 39.83670(N)    084 34 18.72983(W)     ADJUSTED  
 AI9009* NAVD 88     -       274.7    (meters)     901.     (feet)  GPS OBS   
 AI9009  ___________________________________________________________________
 AI9009  X           -     469,460.898 (meters)                     COMP
 AI9009  Y           -  -4,940,486.472 (meters)                     COMP
 AI9009  Z           -   3,993,423.175 (meters)                     COMP
 AI9009  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AI9009  ELLIP HEIGHT-         240.72  (meters)          (01/02/01) GPS OBS
 AI9009  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AI9009
 AI9009  HORZ ORDER  -  FIRST
 AI9009  ELLP ORDER  -  THIRD     CLASS II
 AI9009
 AI9009.The horizontal coordinates were established by GPS observations
 AI9009.and adjusted by the National Geodetic Survey in January 2001..
 AI9009
 AI9009.The orthometric height was determined by GPS observations and a
 AI9009.high-resolution geoid model.
 AI9009
 AI9009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9009
 AI9009.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9009
 AI9009.The ellipsoidal height was determined by GPS observations
 AI9009.and is referenced to NAD 83.
 AI9009
 AI9009.The geoid height was determined by GEOID03.
 AI9009
 AI9009;                    North         East     Units Scale Factor Converg.
 AI9009;SPC KY1Z     - 1,297,847.071 1,602,048.939   MT  1.00010124   +0 43 24.0
 AI9009;SPC KY1Z     - 4,258,019.93  5,256,055.56   sFT  1.00010124   +0 43 24.0
 AI9009;SPC KY N     -   167,778.630   472,121.815   MT  1.00000705   -0 12 00.8
 AI9009;SPC KY N     -   550,453.72  1,548,952.99   sFT  1.00000705   -0 12 00.8
 AI9009;UTM  16      - 4,320,809.658   710,236.533   MT  1.00014428   +1 31 44.4
 AI9009
 AI9009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9009!SPC KY1Z     -   0.99996223  x   1.00010124  =   1.00006347
 AI9009!SPC KY N     -   0.99996223  x   1.00000705  =   0.99996928
 AI9009!UTM  16      -   0.99996223  x   1.00014428  =   1.00010651
 AI9009
 AI9009                          SUPERSEDED SURVEY CONTROL
 AI9009
 AI9009.No superseded survey control is available for this station.
 AI9009
 AI9009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1023720810(NAD 83)
 AI9009_MARKER: DD = SURVEY DISK
 AI9009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9009_STAMPING: 419 SET 2000
 AI9009_MARK LOGO: WOOLPT
 AI9009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9009+STABILITY: SURFACE MOTION
 AI9009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9009+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9009
 AI9009  HISTORY     - Date     Condition        Report By
 AI9009  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9009
 AI9009                          STATION DESCRIPTION
 AI9009
 AI9009'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9009'THE STATION IS LOCATED APPROXIMATELY 6.0 MI (9.7 KM) SOUTHWEST OF
 AI9009'COVINGTON, 8.3 MI (13.4 KM) EAST OF BURLINGTON, AND 3.1 MI (5.0 KM)
 AI9009'EAST OF FLORENCE.
 AI9009'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND
 AI9009'TURKEYFOOT ROAD, PROCEED SOUTH 0.65 MI (1.05 KM) ALONG TURKEYFOOT ROAD
 AI9009'TO THE JUNCTION OF DUDLEY ROAD.  TURN LEFT AND PROCEED 0.3 MI (0.5 KM)
 AI9009'ALONG DUDLEY ROAD TO THE STATION ON THE RIGHT, JUST PAST HOMESTEAD
 AI9009'DRIVE ON THE LEFT.
 AI9009'THE STATION IS LOCATED 46.330 M (152.001 FT) NORTHWEST OF THE END OF A
 AI9009'WOODEN FENCE, 8.687 M (28.501 FT) SOUTHWEST OF THE CENTERLINE OF
 AI9009'DUDLEY ROAD, 8.930 M (29.298 FT) NORTHWEST OF A 0.15 M (0.49 FT)
 AI9009'DIAMETER TREE, AND 7.000 M (22.966 FT) SOUTHEAST OF THE SOUTHEAST LEG
 AI9009'OF A PERMANENT PARK BENCH.  THE STATION IS AN ALUMINUM DISK STAMPED--
 AI9009'419 SET 2000-- SET IN THE TOP OF A 0.3M DIAMETER ROUND CONCRETE
 AI9009'MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9029 ***********************************************************************
 AI9029  DESIGNATION -  419A
 AI9029  PID         -  AI9029
 AI9029  STATE/COUNTY-  KY/KENTON
 AI9029  USGS QUAD   -  COVINGTON (1987)
 AI9029
 AI9029                         *CURRENT SURVEY CONTROL
 AI9029  ___________________________________________________________________
 AI9029* NAD 83(1993)-  39 00 29.55621(N)    084 33 58.54673(W)     ADJUSTED  
 AI9029* NAVD 88     -       271.7    (meters)     891.     (feet)  GPS OBS   
 AI9029  ___________________________________________________________________
 AI9029  X           -     469,963.001 (meters)                     COMP
 AI9029  Y           -  -4,940,636.855 (meters)                     COMP
 AI9029  Z           -   3,993,174.935 (meters)                     COMP
 AI9029  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AI9029  ELLIP HEIGHT-         237.72  (meters)          (01/02/01) GPS OBS
 AI9029  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AI9029
 AI9029  HORZ ORDER  -  FIRST
 AI9029  ELLP ORDER  -  THIRD     CLASS II
 AI9029
 AI9029.The horizontal coordinates were established by GPS observations
 AI9029.and adjusted by the National Geodetic Survey in January 2001..
 AI9029
 AI9029.The orthometric height was determined by GPS observations and a
 AI9029.high-resolution geoid model.
 AI9029
 AI9029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9029
 AI9029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9029
 AI9029.The ellipsoidal height was determined by GPS observations
 AI9029.and is referenced to NAD 83.
 AI9029
 AI9029.The geoid height was determined by GEOID03.
 AI9029
 AI9029;                    North         East     Units Scale Factor Converg.
 AI9029;SPC KY1Z     - 1,297,536.183 1,602,538.559   MT  1.00010026   +0 43 36.4
 AI9029;SPC KY1Z     - 4,256,999.96  5,257,661.92   sFT  1.00010026   +0 43 36.4
 AI9029;SPC KY N     -   167,459.921   472,606.315   MT  1.00000658   -0 11 48.3
 AI9029;SPC KY N     -   549,408.09  1,550,542.55   sFT  1.00000658   -0 11 48.3
 AI9029;UTM  16      - 4,320,505.672   710,730.498   MT  1.00014684   +1 31 56.8
 AI9029
 AI9029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9029!SPC KY1Z     -   0.99996270  x   1.00010026  =   1.00006296
 AI9029!SPC KY N     -   0.99996270  x   1.00000658  =   0.99996928
 AI9029!UTM  16      -   0.99996270  x   1.00014684  =   1.00010954
 AI9029
 AI9029                          SUPERSEDED SURVEY CONTROL
 AI9029
 AI9029.No superseded survey control is available for this station.
 AI9029
 AI9029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1073020506(NAD 83)
 AI9029_MARKER: DD = SURVEY DISK
 AI9029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9029_STAMPING: 419A SET 2000
 AI9029_MARK LOGO: WOOLPT
 AI9029_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9029+STABILITY: SURFACE MOTION
 AI9029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9029+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9029
 AI9029  HISTORY     - Date     Condition        Report By
 AI9029  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9029
 AI9029                          STATION DESCRIPTION
 AI9029
 AI9029'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9029'THE STATION IS LOCATED APPROXIMATELY 6.0 MI (9.7 KM) SOUTHWEST OF
 AI9029'COVINGTON, 8.3 MI (13.4 KM) EAST OF BURLINGTON, 3.1 MI (5.0 KM) EAST
 AI9029'OF FLORENCE AND IS AT THE EDGEWOOD FIRE DEPARTMENT.
 AI9029'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND
 AI9029'TURKEYFOOT ROAD, PROCEED SOUTH 0.65 MI (1.05 KM) ALONG TURKEYFOOT ROAD
 AI9029'TO THE JUNCTION OF DUDLEY ROAD.  TURN LEFT AND PROCEED 0.6 MI (1.0 KM)
 AI9029'ALONG DUDLEY ROAD TO THE STATION ON THE RIGHT, IN THE LAWN OF THE
 AI9029'EDGEWOOD FIRE DEPARTMENT, JUST PAST CATHERINE DRIVE ON THE RIGHT.
 AI9029'THE STATION IS LOCATED 19.300 M (63.320 FT) WEST OF A FLAGPOLE, 17.678
 AI9029'M (57.999 FT) NORTHWEST OF A SATELLITE DISH, 8.470 M (27.789 FT) EAST
 AI9029'OF THE CENTERLINE OF CATHERINE ROAD, AND 6.800 M (22.310 FT) SOUTHEAST
 AI9029'OF A STOP SIGN.  THE STATION IS AN ALUMINUM DISK STAMPED-- 419A SET
 AI9029'2000-- SET IN THE TOP OF A 0.3M DIAMETER ROUND CONCRETE MONUMENT WITH
 AI9029'AN IMBEDDED REBAR SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1011 ***********************************************************************
 HZ1011  DESIGNATION -  42 FL
 HZ1011  PID         -  HZ1011
 HZ1011  STATE/COUNTY-  KY/CARROLL
 HZ1011  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1011
 HZ1011                         *CURRENT SURVEY CONTROL
 HZ1011  ___________________________________________________________________
 HZ1011* NAD 83(1986)-  38 38 42.     (N)    085 05 35.     (W)     SCALED    
 HZ1011* NAVD 88     -       151.400  (meters)     496.72   (feet)  ADJUSTED  
 HZ1011  ___________________________________________________________________
 HZ1011  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ1011  DYNAMIC HT  -         151.302 (meters)     496.40  (feet)  COMP
 HZ1011  MODELED GRAV-     979,975.9   (mgal)                       NAVD 88
 HZ1011
 HZ1011  VERT ORDER  -  SECOND    CLASS 0
 HZ1011
 HZ1011.The horizontal coordinates were scaled from a topographic map and have
 HZ1011.an estimated accuracy of +/- 6 seconds.
 HZ1011
 HZ1011.The orthometric height was determined by differential leveling
 HZ1011.and adjusted by the National Geodetic Survey in June 1991..
 HZ1011
 HZ1011.The geoid height was determined by GEOID03.
 HZ1011
 HZ1011.The dynamic height is computed by dividing the NAVD 88
 HZ1011.geopotential number by the normal gravity value computed on the
 HZ1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1011.degrees latitude (g = 980.6199 gals.).
 HZ1011
 HZ1011.The modeled gravity was interpolated from observed gravity values.
 HZ1011
 HZ1011;                    North         East    Units  Estimated Accuracy
 HZ1011;SPC KY1Z     - 1,256,770.    1,557,190.      MT  (+/- 180 meters Scaled)
 HZ1011
 HZ1011                          SUPERSEDED SURVEY CONTROL
 HZ1011
 HZ1011  NGVD 29 (??/??/92)  151.597  (m)          497.36   (f) ADJ UNCH    2 0
 HZ1011
 HZ1011.Superseded values are not recommended for survey control.
 HZ1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1011.See file dsdata.txt to determine how the superseded data were derived.
 HZ1011
 HZ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH659791(NAD 83)
 HZ1011_MARKER: DD = SURVEY DISK
 HZ1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1011_STAMPING: 42 FL 1950 498
 HZ1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1011+STABILITY: SURFACE MOTION
 HZ1011
 HZ1011  HISTORY     - Date     Condition        Report By
 HZ1011  HISTORY     - 1950     MONUMENTED       USGS
 HZ1011  HISTORY     - 1964     GOOD             PAS
 HZ1011  HISTORY     - 20030819 MARK NOT FOUND   KYDT
 HZ1011
 HZ1011                          STATION DESCRIPTION
 HZ1011
 HZ1011'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1011'6 MI SE FROM CARROLLTON.
 HZ1011'1.0 MILE EAST ALONG U.S. HIGHWAY 42 FROM THE COURTHOUSE AT
 HZ1011'CARROLLTON, THENCE 4.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 227,
 HZ1011'THENCE 1.1 MILES NORTHEAST ALONG GRAVEL ROAD TO THE MARK ON THE LEFT,
 HZ1011'146 FEET EAST OF THE NORTHEAST CORNER OF CONCRETE BOX CULVERT UNDER
 HZ1011'THE ROAD, 114 FEET NORTHEAST OF CENTER OF ROAD, 98 FEET SOUTHEAST
 HZ1011'OF A 6 INCH TWIN TRUNK SYCAMORE TREE WITH A SPIKE IN EAST ROOT,
 HZ1011'65 FEET WEST OF A 36 INCH SYCAMORE.  A KENTUCKY DEPARTMENT OF
 HZ1011'HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 HZ1011'4 INCHES AND ABOUT 8 FEET LOWER THAN ROAD.
 HZ1011
 HZ1011                          STATION RECOVERY (2003)
 HZ1011
 HZ1011'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9010 ***********************************************************************
 AI9010  DESIGNATION -  420
 AI9010  PID         -  AI9010
 AI9010  STATE/COUNTY-  KY/KENTON
 AI9010  USGS QUAD   -  COVINGTON (1987)
 AI9010
 AI9010                         *CURRENT SURVEY CONTROL
 AI9010  ___________________________________________________________________
 AI9010* NAD 83(1993)-  39 01 04.26774(N)    084 32 47.97857(W)     ADJUSTED  
 AI9010* NAVD 88     -       259.9    (meters)     853.     (feet)  GPS OBS   
 AI9010  ___________________________________________________________________
 AI9010  X           -     471,588.369 (meters)                     COMP
 AI9010  Y           -  -4,939,795.803 (meters)                     COMP
 AI9010  Z           -   3,993,999.222 (meters)                     COMP
 AI9010  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AI9010  ELLIP HEIGHT-         225.86  (meters)          (01/02/01) GPS OBS
 AI9010  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AI9010
 AI9010  HORZ ORDER  -  FIRST
 AI9010  ELLP ORDER  -  THIRD     CLASS II
 AI9010
 AI9010.The horizontal coordinates were established by GPS observations
 AI9010.and adjusted by the National Geodetic Survey in January 2001..
 AI9010
 AI9010.The orthometric height was determined by GPS observations and a
 AI9010.high-resolution geoid model.
 AI9010
 AI9010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9010
 AI9010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9010
 AI9010.The ellipsoidal height was determined by GPS observations
 AI9010.and is referenced to NAD 83.
 AI9010
 AI9010.The geoid height was determined by GEOID03.
 AI9010
 AI9010;                    North         East     Units Scale Factor Converg.
 AI9010;SPC KY1Z     - 1,298,628.344 1,604,222.665   MT  1.00010361   +0 44 19.7
 AI9010;SPC KY1Z     - 4,260,583.16  5,263,187.19   sFT  1.00010361   +0 44 19.7
 AI9010;SPC KY N     -   168,524.697   474,307.642   MT  1.00000818   -0 11 04.4
 AI9010;SPC KY N     -   552,901.44  1,556,124.32   sFT  1.00000818   -0 11 04.4
 AI9010;UTM  16      - 4,321,621.469   712,399.156   MT  1.00015553   +1 32 42.4
 AI9010
 AI9010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9010!SPC KY1Z     -   0.99996456  x   1.00010361  =   1.00006817
 AI9010!SPC KY N     -   0.99996456  x   1.00000818  =   0.99997274
 AI9010!UTM  16      -   0.99996456  x   1.00015553  =   1.00012009
 AI9010
 AI9010                          SUPERSEDED SURVEY CONTROL
 AI9010
 AI9010.No superseded survey control is available for this station.
 AI9010
 AI9010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1239921621(NAD 83)
 AI9010_MARKER: DD = SURVEY DISK
 AI9010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9010_STAMPING: 420 SET 2000
 AI9010_MARK LOGO: WOOLPT
 AI9010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9010+STABILITY: SURFACE MOTION
 AI9010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9010+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9010
 AI9010  HISTORY     - Date     Condition        Report By
 AI9010  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9010
 AI9010                          STATION DESCRIPTION
 AI9010
 AI9010'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9010'THE STATION IS LOCATED APPROXIMATELY 9.5 MI (15.3 KM) WEST OF
 AI9010'BURLINGTON, 5.4 MI (8.7 KM) SOUTHWEST OF COVINGTON, AND 4.5 MI (7.2
 AI9010'KM) EAST OF FLORENCE.
 AI9010'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND
 AI9010'TURKEYFOOT ROAD, PROCEED SOUTH 0.65 MI (1.05 KM) ALONG TURKEYFOOT ROAD
 AI9010'TO THE JUNCTION OF DUDLEY ROAD.  TURN LEFT AND PROCEED SOUTHEAST 2.4
 AI9010'MI (3.9 KM) ALONG DUDLEY ROAD TO THE STATION ON THE LEFT JUST BEFORE
 AI9010'HOUSE NUMBER 778.
 AI9010'THE STATION IS LOCATED 35.235 M (115.600 FT) NORTHEAST OF A
 AI9010'CATCHBASIN, 18.350 M (60.203 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AI9010'HOUSE 778, 6.553 M (21.499 FT) WEST OF THE CENTERLINE OF THE DRIVEWAY
 AI9010'FOR HOUSE 778, AND 4.510 M (14.797 FT) NORTH OF THE CENTERLINE OF
 AI9010'DUDLEY ROAD.  THE STATION IS AN ALUMINUM DISK STAMPED-- 420 SET 2000--
 AI9010'SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMTER ROUND CONCRETE MONUMENT
 AI9010'WITH AN IMBEDDED REBAR SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9030 ***********************************************************************
 AI9030  DESIGNATION -  420A
 AI9030  PID         -  AI9030
 AI9030  STATE/COUNTY-  KY/KENTON
 AI9030  USGS QUAD   -  COVINGTON (1987)
 AI9030
 AI9030                         *CURRENT SURVEY CONTROL
 AI9030  ___________________________________________________________________
 AI9030* NAD 83(1993)-  39 00 53.15683(N)    084 33 06.07355(W)     ADJUSTED  
 AI9030* NAVD 88     -       261.4    (meters)     858.     (feet)  GPS OBS   
 AI9030  ___________________________________________________________________
 AI9030  X           -     471,175.611 (meters)                     COMP
 AI9030  Y           -  -4,940,053.106 (meters)                     COMP
 AI9030  Z           -   3,993,733.985 (meters)                     COMP
 AI9030  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 AI9030  ELLIP HEIGHT-         227.43  (meters)          (01/02/01) GPS OBS
 AI9030  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AI9030
 AI9030  HORZ ORDER  -  FIRST
 AI9030  ELLP ORDER  -  THIRD     CLASS II
 AI9030
 AI9030.The horizontal coordinates were established by GPS observations
 AI9030.and adjusted by the National Geodetic Survey in January 2001..
 AI9030
 AI9030.The orthometric height was determined by GPS observations and a
 AI9030.high-resolution geoid model.
 AI9030
 AI9030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9030
 AI9030.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9030
 AI9030.The ellipsoidal height was determined by GPS observations
 AI9030.and is referenced to NAD 83.
 AI9030
 AI9030.The geoid height was determined by GEOID03.
 AI9030
 AI9030;                    North         East     Units Scale Factor Converg.
 AI9030;SPC KY1Z     - 1,298,280.100 1,603,791.747   MT  1.00010253   +0 44 08.6
 AI9030;SPC KY1Z     - 4,259,440.63  5,261,773.42   sFT  1.00010253   +0 44 08.6
 AI9030;SPC KY N     -   168,183.475   473,871.211   MT  1.00000767   -0 11 15.6
 AI9030;SPC KY N     -   551,781.95  1,554,692.46   sFT  1.00000767   -0 11 15.6
 AI9030;UTM  16      - 4,321,267.178   711,973.159   MT  1.00015331   +1 32 30.6
 AI9030
 AI9030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9030!SPC KY1Z     -   0.99996432  x   1.00010253  =   1.00006684
 AI9030!SPC KY N     -   0.99996432  x   1.00000767  =   0.99997199
 AI9030!UTM  16      -   0.99996432  x   1.00015331  =   1.00011762
 AI9030
 AI9030                          SUPERSEDED SURVEY CONTROL
 AI9030
 AI9030.No superseded survey control is available for this station.
 AI9030
 AI9030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1197321267(NAD 83)
 AI9030_MARKER: DD = SURVEY DISK
 AI9030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9030_STAMPING: 420A SET 2000
 AI9030_MARK LOGO: WOOLPT
 AI9030_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9030+STABILITY: SURFACE MOTION
 AI9030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9030+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9030
 AI9030  HISTORY     - Date     Condition        Report By
 AI9030  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9030
 AI9030                          STATION DESCRIPTION
 AI9030
 AI9030'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9030'THE STATION IS LOCATED APPROXIMATELY 9.5 MI (15.3 KM) WEST OF
 AI9030'BURLINGTON, 5.4 MI (8.7 KM) SOUTHWEST OF COVINGTON, AND 4.5 MI (7.2
 AI9030'KM) EAST OF FLORENCE.
 AI9030'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND
 AI9030'TURKEYFOOT ROAD, PROCEED SOUTH 0.65 MI (1.05 KM) ALONG TURKEYFOOT ROAD
 AI9030'TO THE JUNCTION OF DUDLEY ROAD.  TURN LEFT AND PROCEED SOUTHEAST 1.15
 AI9030'MI (1.85 KM) ALONG DUDLEY ROAD TO THE STATION ON THE RIGHT ACROSS FROM
 AI9030'THE JUNCTION OF BELLE MEADE LANE.
 AI9030'THE STATION IS LOCATED 25.085 M (82.300 FT) SOUTHWEST OF A 0.2 M (0.7
 AI9030'FT) DIAMETER TREE, 17.343 M (56.899 FT) EAST OF A FIRE HYDRANT, 13.440
 AI9030'M (44.094 FT) SOUTHEAST OF POWER POLE K86 58C, AND 5.550 M (18.209 FT)
 AI9030'NORTH OF THE EDGE OF DUDLEY ROAD.  THE STATION IS AN ALUMINUM DISK
 AI9030'STAMPED-- 420A SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMTER
 AI9030'ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE
 AI9030'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9011 ***********************************************************************
 AI9011  DESIGNATION -  421
 AI9011  PID         -  AI9011
 AI9011  STATE/COUNTY-  KY/KENTON
 AI9011  USGS QUAD   -  INDEPENDENCE (1981)
 AI9011
 AI9011                         *CURRENT SURVEY CONTROL
 AI9011  ___________________________________________________________________
 AI9011* NAD 83(1993)-  38 59 19.64381(N)    084 33 05.37331(W)     ADJUSTED  
 AI9011* NAVD 88     -       201.6    (meters)     661.     (feet)  GPS OBS   
 AI9011  ___________________________________________________________________
 AI9011  X           -     471,360.302 (meters)                     COMP
 AI9011  Y           -  -4,941,812.008 (meters)                     COMP
 AI9011  Z           -   3,991,455.309 (meters)                     COMP
 AI9011  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AI9011  ELLIP HEIGHT-         167.70  (meters)          (01/02/01) GPS OBS
 AI9011  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 AI9011
 AI9011  HORZ ORDER  -  FIRST
 AI9011  ELLP ORDER  -  THIRD     CLASS II
 AI9011
 AI9011.The horizontal coordinates were established by GPS observations
 AI9011.and adjusted by the National Geodetic Survey in January 2001..
 AI9011
 AI9011.The orthometric height was determined by GPS observations and a
 AI9011.high-resolution geoid model.
 AI9011
 AI9011.Photographs are available for this station.
 AI9011
 AI9011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9011
 AI9011.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9011
 AI9011.The ellipsoidal height was determined by GPS observations
 AI9011.and is referenced to NAD 83.
 AI9011
 AI9011.The geoid height was determined by GEOID03.
 AI9011
 AI9011;                    North         East     Units Scale Factor Converg.
 AI9011;SPC KY1Z     - 1,295,396.550 1,603,845.632   MT  1.00009359   +0 44 09.0
 AI9011;SPC KY1Z     - 4,249,980.18  5,261,950.21   sFT  1.00009359   +0 44 09.0
 AI9011;SPC KY N     -   165,299.699   473,878.618   MT  1.00000344   -0 11 15.2
 AI9011;SPC KY N     -   542,320.76  1,554,716.77   sFT  1.00000344   -0 11 15.2
 AI9011;UTM  16      - 4,318,384.511   712,067.590   MT  1.00015380   +1 32 27.9
 AI9011
 AI9011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9011!SPC KY1Z     -   0.99997369  x   1.00009359  =   1.00006728
 AI9011!SPC KY N     -   0.99997369  x   1.00000344  =   0.99997713
 AI9011!UTM  16      -   0.99997369  x   1.00015380  =   1.00012749
 AI9011
 AI9011|---------------------------------------------------------------------|
 AI9011| PID    Reference Object                     Distance      Geod. Az  |
 AI9011|                                                           dddmmss.s |
 AI9011| AI9031 421A                                368.215 METERS 05452     |
 AI9011|---------------------------------------------------------------------|
 AI9011
 AI9011                          SUPERSEDED SURVEY CONTROL
 AI9011
 AI9011.No superseded survey control is available for this station.
 AI9011
 AI9011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1206818385(NAD 83)
 AI9011_MARKER: DD = SURVEY DISK
 AI9011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9011_STAMPING: 421 SET 2000
 AI9011_MARK LOGO: WOOLPT
 AI9011_PROJECTION: FLUSH
 AI9011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9011+STABILITY: SURFACE MOTION
 AI9011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9011+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2002
 AI9011
 AI9011  HISTORY     - Date     Condition        Report By
 AI9011  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9011  HISTORY     - 20020608 GOOD             WOOLPT
 AI9011
 AI9011                          STATION DESCRIPTION
 AI9011
 AI9011'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9011'THE STATION IS APPROXIMATELY 9.7 MI (15.6 KM) SOUTHEAST OF BURLINGTON,
 AI9011'6.9 MI (11.1 KM) SOUTHWEST OF COVINGTON, AND 4.4 MI (7.1 KM) SOUTHEAST
 AI9011'OF FLORENCE.
 AI9011'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND MADISON
 AI9011'PIKE (KY RT 17) , PROCEED SOUTH 2.5 MI (4.0 KM) ALONG MADISON PIKE (KY
 AI9011'RT 17) TO THE JUNCTION OF OLD MADISON PIKE ON THE RIGHT.  TURN RIGHT
 AI9011'AND PROCEED NORTHWEST 0.2 MI (0.3 KM) ALONG OLD MADISON PIKE TO THE
 AI9011'JUNCTION OF BULLOCK PEN ROAD.  TURN LEFT AND PROCEED SOUTHWEST 0.85 MI
 AI9011'(1.37 KM) ALONG BULLOCK PEN ROAD TO THE LEVEE ROAD.  TURN RIGHT AND
 AI9011'PROCEED SOUTHERLY 0.2 MI (0.3 KM) ALONG THE LEVEEE ROAD TO THE STATION
 AI9011'ON THE LEFT AND THE LAKE ON THE RIGHT.
 AI9011'THE STATION IS LOCATED 48.555 M (159.301 FT) SOUTHWEST OF A 0.25 M
 AI9011'(0.82 FT) DIAMTER PIPE IN A ROW OF SIMILAR PIPES, 34.655 M (113.697
 AI9011'FT) SOUTHEAST OF A TEST BORING PIPE, 25.510 M (83.694 FT) NORTHWEST OF
 AI9011'A TEST BORING PIPE, AND 4.570 M (14.993 FT) NORTHEAST OF THE
 AI9011'CENTERLINE OF THE LEVEE ROAD.  THE STATION IS AN ALUMINUM DISK
 AI9011'STAMPED-- 421 SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER
 AI9011'ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH THE
 AI9011'GROUND.
 AI9011
 AI9011                          STATION RECOVERY (2002)
 AI9011
 AI9011'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 AI9011'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AI9011' 
 AI9011'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9031 ***********************************************************************
 AI9031  DESIGNATION -  421A
 AI9031  PID         -  AI9031
 AI9031  STATE/COUNTY-  KY/KENTON
 AI9031  USGS QUAD   -  INDEPENDENCE (1981)
 AI9031
 AI9031                         *CURRENT SURVEY CONTROL
 AI9031  ___________________________________________________________________
 AI9031* NAD 83(1993)-  38 59 26.51610(N)    084 32 52.86145(W)     ADJUSTED  
 AI9031* NAVD 88     -       165.1    (meters)     542.     (feet)  GPS OBS   
 AI9031  ___________________________________________________________________
 AI9031  X           -     471,644.700 (meters)                     COMP
 AI9031  Y           -  -4,941,622.388 (meters)                     COMP
 AI9031  Z           -   3,991,597.036 (meters)                     COMP
 AI9031  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AI9031  ELLIP HEIGHT-         131.15  (meters)          (01/02/01) GPS OBS
 AI9031  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 AI9031
 AI9031  HORZ ORDER  -  FIRST
 AI9031  ELLP ORDER  -  THIRD     CLASS II
 AI9031
 AI9031.The horizontal coordinates were established by GPS observations
 AI9031.and adjusted by the National Geodetic Survey in January 2001..
 AI9031
 AI9031.The orthometric height was determined by GPS observations and a
 AI9031.high-resolution geoid model.
 AI9031
 AI9031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9031
 AI9031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9031
 AI9031.The ellipsoidal height was determined by GPS observations
 AI9031.and is referenced to NAD 83.
 AI9031
 AI9031.The geoid height was determined by GEOID03.
 AI9031
 AI9031;                    North         East     Units Scale Factor Converg.
 AI9031;SPC KY1Z     - 1,295,612.350 1,604,144.024   MT  1.00009424   +0 44 16.7
 AI9031;SPC KY1Z     - 4,250,688.18  5,262,929.19   sFT  1.00009424   +0 44 16.7
 AI9031;SPC KY N     -   165,510.643   474,180.422   MT  1.00000374   -0 11 07.4
 AI9031;SPC KY N     -   543,012.83  1,555,706.93   sFT  1.00000374   -0 11 07.4
 AI9031;UTM  16      - 4,318,604.497   712,362.938   MT  1.00015535   +1 32 36.1
 AI9031
 AI9031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9031!SPC KY1Z     -   0.99997942  x   1.00009424  =   1.00007366
 AI9031!SPC KY N     -   0.99997942  x   1.00000374  =   0.99998316
 AI9031!UTM  16      -   0.99997942  x   1.00015535  =   1.00013477
 AI9031
 AI9031|---------------------------------------------------------------------|
 AI9031| PID    Reference Object                     Distance      Geod. Az  |
 AI9031|                                                           dddmmss.s |
 AI9031| AI9011 421                                 368.215 METERS 23452     |
 AI9031|---------------------------------------------------------------------|
 AI9031
 AI9031                          SUPERSEDED SURVEY CONTROL
 AI9031
 AI9031.No superseded survey control is available for this station.
 AI9031
 AI9031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1236318604(NAD 83)
 AI9031_MARKER: DD = SURVEY DISK
 AI9031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9031_STAMPING: 421A SET 2000
 AI9031_MARK LOGO: WOOLPT
 AI9031_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9031+STABILITY: SURFACE MOTION
 AI9031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9031+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9031
 AI9031  HISTORY     - Date     Condition        Report By
 AI9031  HISTORY     - 2000     MONUMENTED       WOOLPT
 AI9031
 AI9031                          STATION DESCRIPTION
 AI9031
 AI9031'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI9031'THE STATION IS APPROXIMATELY 9.7 MI (15.6 KM) SOUTHEAST OF BURLINGTON,
 AI9031'6.9 MI (11.1 KM) SOUTHWEST OF COVINGTON, AND 4.4 MI (7.1 KM) SOUTHEAST
 AI9031'OF FLORENCE.
 AI9031'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND MADISON
 AI9031'PIKE (KY RT 17) , PROCEED SOUTH 2.5 MI (4.0 KM) ALONG MADISON PIKE (KY
 AI9031'RT 17) TO THE JUNCTION OF OLD MADISON PIKE ON THE RIGHT.  TURN RIGHT
 AI9031'AND PROCEED NORTHWEST 0.2 MI (0.3 KM) ALONG OLD MADISON PIKE TO THE
 AI9031'JUNCTION OF BULLOCK PEN ROAD.  TURN LEFT AND PROCEED SOUTHWEST 0.7 MI
 AI9031'(1.1 KM) ALONG BULLOCK PEN ROAD TO THE STATION ON THE RIGHT IN FRONT
 AI9031'OF HOUSE NUMBER 1630.
 AI9031'THE STATION IS LOCATED 18.562 M (60.899 FT) NORTHEAST OF THE EDGE OF
 AI9031'THE PAVED DRIVEWAY FOR HOUSE NUMBER 1622, 7.400 M (24.278 FT)
 AI9031'SOUTHWEST OF THE EDGE OF THE DRIVEWAY FOR HOUSE NUMBER 1603, 2.500 M
 AI9031'(8.202 FT) SOUTHEAST OF A BRICK PILLAR FENCE, AND 1.10 M (3.61 FT)
 AI9031'NORTHWEST OF THE EDGE OF BULLOCK PEN ROAD.  THE STATION IS AN ALUMINUM
 AI9031'DISK STAMPED-- 421A SET 2000-- SET IN THE TOP OF A 0.3 M (1.0 FT)
 AI9031'DIAMETER ROUND CONCRETE MONUMENT WITH AN IMBEDDED REBAR SET FLUSH WITH
 AI9031'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0436 ***********************************************************************
 HA0436  DESIGNATION -  422 VIN
 HA0436  PID         -  HA0436
 HA0436  STATE/COUNTY-  KY/HANCOCK
 HA0436  USGS QUAD   -  CANNELTON (1993)
 HA0436
 HA0436                         *CURRENT SURVEY CONTROL
 HA0436  ___________________________________________________________________
 HA0436* NAD 83(1986)-  37 54 01.     (N)    086 44 56.     (W)     SCALED    
 HA0436* NAVD 88     -       127.668  (meters)     418.86   (feet)  ADJUSTED  
 HA0436  ___________________________________________________________________
 HA0436  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HA0436  DYNAMIC HT  -         127.577 (meters)     418.56  (feet)  COMP
 HA0436  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 HA0436
 HA0436  VERT ORDER  -  FIRST     CLASS II
 HA0436
 HA0436.The horizontal coordinates were scaled from a topographic map and have
 HA0436.an estimated accuracy of +/- 6 seconds.
 HA0436
 HA0436.The orthometric height was determined by differential leveling
 HA0436.and adjusted by the National Geodetic Survey in June 1991..
 HA0436
 HA0436.The geoid height was determined by GEOID03.
 HA0436
 HA0436.The dynamic height is computed by dividing the NAVD 88
 HA0436.geopotential number by the normal gravity value computed on the
 HA0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0436.degrees latitude (g = 980.6199 gals.).
 HA0436
 HA0436.The modeled gravity was interpolated from observed gravity values.
 HA0436
 HA0436;                    North         East    Units  Estimated Accuracy
 HA0436;SPC KY1Z     - 1,174,370.    1,412,160.      MT  (+/- 180 meters Scaled)
 HA0436
 HA0436                          SUPERSEDED SURVEY CONTROL
 HA0436
 HA0436  NGVD 29 (??/??/92)  127.771  (m)          419.20   (f) ADJ UNCH    1 2
 HA0436
 HA0436.Superseded values are not recommended for survey control.
 HA0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0436.See file dsdata.txt to determine how the superseded data were derived.
 HA0436
 HA0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG220947(NAD 83)
 HA0436_MARKER: DD = SURVEY DISK
 HA0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0436_STAMPING: 422 VIN
 HA0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0436+STABILITY: SURFACE MOTION
 HA0436
 HA0436  HISTORY     - Date     Condition        Report By
 HA0436  HISTORY     - UNK      MONUMENTED       USGS
 HA0436  HISTORY     - 1953     GOOD             NGS
 HA0436
 HA0436                          STATION DESCRIPTION
 HA0436
 HA0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0436'AT HAWESVILLE.
 HA0436'AT HAWESVILLE, SET VERTICALLY IN SOUTHEAST FACE OF STONE
 HA0436'MASONRY FOUNDATION AT EAST CORNER OF COURT HOUSE, 2 FEET SOUTHWEST
 HA0436'OF CORNER AND 1 1/2 FEET ABOVE BRICK WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0859 ***********************************************************************
 HA0859  DESIGNATION -  423
 HA0859  PID         -  HA0859
 HA0859  STATE/COUNTY-  KY/HOPKINS
 HA0859  USGS QUAD   -  MADISONVILLE WEST (1962)
 HA0859
 HA0859                         *CURRENT SURVEY CONTROL
 HA0859  ___________________________________________________________________
 HA0859* NAD 83(1986)-  37 16 21.     (N)    087 30 39.     (W)     SCALED    
 HA0859* NAVD 88     -       128.538  (meters)     421.71   (feet)  ADJUSTED  
 HA0859  ___________________________________________________________________
 HA0859  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HA0859  DYNAMIC HT  -         128.443 (meters)     421.40  (feet)  COMP
 HA0859  MODELED GRAV-     979,888.9   (mgal)                       NAVD 88
 HA0859
 HA0859  VERT ORDER  -  SECOND    CLASS 0
 HA0859
 HA0859.The horizontal coordinates were scaled from a topographic map and have
 HA0859.an estimated accuracy of +/- 6 seconds.
 HA0859
 HA0859.The orthometric height was determined by differential leveling
 HA0859.and adjusted by the National Geodetic Survey in June 1991..
 HA0859
 HA0859.The geoid height was determined by GEOID03.
 HA0859
 HA0859.The dynamic height is computed by dividing the NAVD 88
 HA0859.geopotential number by the normal gravity value computed on the
 HA0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0859.degrees latitude (g = 980.6199 gals.).
 HA0859
 HA0859.The modeled gravity was interpolated from observed gravity values.
 HA0859
 HA0859;                    North         East    Units  Estimated Accuracy
 HA0859;SPC KY1Z     - 1,105,710.    1,343,840.      MT  (+/- 180 meters Scaled)
 HA0859
 HA0859                          SUPERSEDED SURVEY CONTROL
 HA0859
 HA0859  NGVD 29 (??/??/92)  128.625  (m)          422.00   (f) ADJ UNCH    2 0
 HA0859
 HA0859.Superseded values are not recommended for survey control.
 HA0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0859.See file dsdata.txt to determine how the superseded data were derived.
 HA0859
 HA0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG547252(NAD 83)
 HA0859_MARKER: DD = SURVEY DISK
 HA0859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0859_SP_SET: BUILDING
 HA0859_STAMPING: 423 1907
 HA0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0859
 HA0859  HISTORY     - Date     Condition        Report By
 HA0859  HISTORY     - 1907     MONUMENTED       USGS
 HA0859  HISTORY     - 1935     GOOD             NGS
 HA0859
 HA0859                          STATION DESCRIPTION
 HA0859
 HA0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0859'AT EARLINGTON.
 HA0859'AT EARLINGTON, HOPKINS COUNTY, 18 YARDS WEST OF THE NORTHEAST
 HA0859'CORNER OF THE LOUISVILLE AND NASHVILLE RAILROAD STATION, 39 FEET
 HA0859'SOUTHEAST OF THE CENTER OF A STREET CROSSING, 12 FEET SOUTH OF
 HA0859'THE NORTHWEST CORNER OF A BANK, IN THE CENTER OF THE LEDGE OF
 HA0859'THE FIRST BASEMENT WINDOW SOUTH OF THE NORTHWEST CORNER OF THE
 HA0859'BUILDING, AND ABOUT 10 INCHES ABOVE THE SIDEWALK.  A UNITED
 HA0859'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 423 1907 AND SET
 HA0859'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0288 ***********************************************************************
 HA0288  DESIGNATION -  424
 HA0288  PID         -  HA0288
 HA0288  STATE/COUNTY-  KY/LOGAN
 HA0288  USGS QUAD   -  DUNMOR (1953)
 HA0288
 HA0288                         *CURRENT SURVEY CONTROL
 HA0288  ___________________________________________________________________
 HA0288* NAD 83(1986)-  37 02 06.     (N)    086 58 32.     (W)     SCALED    
 HA0288* NAVD 88     -       128.968  (meters)     423.12   (feet)  ADJUSTED  
 HA0288  ___________________________________________________________________
 HA0288  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HA0288  DYNAMIC HT  -         128.870 (meters)     422.80  (feet)  COMP
 HA0288  MODELED GRAV-     979,870.5   (mgal)                       NAVD 88
 HA0288
 HA0288  VERT ORDER  -  SECOND    CLASS 0
 HA0288
 HA0288.The horizontal coordinates were scaled from a topographic map and have
 HA0288.an estimated accuracy of +/- 6 seconds.
 HA0288
 HA0288.The orthometric height was determined by differential leveling
 HA0288.and adjusted by the National Geodetic Survey in June 1991..
 HA0288.WARNING-Repeat measurements at this control monument indicate possible
 HA0288.vertical movement.
 HA0288
 HA0288.The geoid height was determined by GEOID03.
 HA0288
 HA0288.The dynamic height is computed by dividing the NAVD 88
 HA0288.geopotential number by the normal gravity value computed on the
 HA0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0288.degrees latitude (g = 980.6199 gals.).
 HA0288
 HA0288.The modeled gravity was interpolated from observed gravity values.
 HA0288
 HA0288;                    North         East    Units  Estimated Accuracy
 HA0288;SPC KY1Z     - 1,078,590.    1,390,960.      MT  (+/- 180 meters Scaled)
 HA0288
 HA0288                          SUPERSEDED SURVEY CONTROL
 HA0288
 HA0288  NGVD 29 (??/??/92)  129.094  (m)          423.54   (f) ADJ UNCH    2 0
 HA0288
 HA0288.Superseded values are not recommended for survey control.
 HA0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0288.See file dsdata.txt to determine how the superseded data were derived.
 HA0288
 HA0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF021987(NAD 83)
 HA0288_MARKER: P = PIPE CAP
 HA0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0288_STAMPING: KY 424
 HA0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0288
 HA0288  HISTORY     - Date     Condition        Report By
 HA0288  HISTORY     - UNK      MONUMENTED       CGS
 HA0288  HISTORY     - 1943     GOOD             NGS
 HA0288
 HA0288                          STATION DESCRIPTION
 HA0288
 HA0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0288'AT DIAMOND SPRINGS.
 HA0288'AT DIAMOND SPRINGS, LOGAN COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0288'RAILROAD, 134.6 FEET SOUTHEAST OF THE SOUTHEAST END OF THE SIDING,
 HA0288'0.4 MILE NORTHWEST OF MILEPOST 158 AT A ROAD CROSSING, 25.8 FEET
 HA0288'SOUTHWEST OF THE SOUTHWEST RAIL, 20.6 FEET SOUTHEAST OF THE
 HA0288'CENTERLINE OF THE GRAVEL ROAD, 2.7 FEET NORTHEAST OF A FENCE CORNER,
 HA0288'1.3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2
 HA0288'FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 HA0288'STANDARD CAP, STAMPED KY 424 AND RIVETED ON THE TOP OF A 3-INCH
 HA0288'IRON PIPE PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0376 ***********************************************************************
 HA0376  DESIGNATION -  424
 HA0376  PID         -  HA0376
 HA0376  STATE/COUNTY-  KY/OHIO
 HA0376  USGS QUAD   -  DUNDEE (1953)
 HA0376
 HA0376                         *CURRENT SURVEY CONTROL
 HA0376  ___________________________________________________________________
 HA0376* NAD 83(1986)-  37 33 26.     (N)    086 46 22.     (W)     SCALED    
 HA0376* NAVD 88     -       128.886  (meters)     422.85   (feet)  ADJUSTED  
 HA0376  ___________________________________________________________________
 HA0376  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HA0376  DYNAMIC HT  -         128.794 (meters)     422.55  (feet)  COMP
 HA0376  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 HA0376
 HA0376  VERT ORDER  -  SECOND    CLASS 0
 HA0376
 HA0376.The horizontal coordinates were scaled from a topographic map and have
 HA0376.an estimated accuracy of +/- 6 seconds.
 HA0376
 HA0376.The orthometric height was determined by differential leveling
 HA0376.and adjusted by the National Geodetic Survey in June 1991..
 HA0376
 HA0376.The geoid height was determined by GEOID03.
 HA0376
 HA0376.The dynamic height is computed by dividing the NAVD 88
 HA0376.geopotential number by the normal gravity value computed on the
 HA0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0376.degrees latitude (g = 980.6199 gals.).
 HA0376
 HA0376.The modeled gravity was interpolated from observed gravity values.
 HA0376
 HA0376;                    North         East    Units  Estimated Accuracy
 HA0376;SPC KY1Z     - 1,136,330.    1,409,640.      MT  (+/- 180 meters Scaled)
 HA0376
 HA0376                          SUPERSEDED SURVEY CONTROL
 HA0376
 HA0376  NGVD 29 (??/??/92)  128.989  (m)          423.19   (f) ADJ UNCH    2 0
 HA0376
 HA0376.Superseded values are not recommended for survey control.
 HA0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0376.See file dsdata.txt to determine how the superseded data were derived.
 HA0376
 HA0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG200567(NAD 83)
 HA0376_MARKER: DD = SURVEY DISK
 HA0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0376_SP_SET: SIDEWALK
 HA0376_STAMPING: KY 424 1907
 HA0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0376
 HA0376  HISTORY     - Date     Condition        Report By
 HA0376  HISTORY     - 1907     MONUMENTED       USGS
 HA0376  HISTORY     - 1935     GOOD             NGS
 HA0376
 HA0376                          STATION DESCRIPTION
 HA0376
 HA0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0376'AT DUNDEE.
 HA0376'AT DUNDEE, OHIO COUNTY, ON MAIN STREET, IN THE WEST BRICK WALL
 HA0376'OF THE DUNDEE BANK, 1.4 FEET SOUTH OF THE NORTHWEST CORNER,
 HA0376'37 FEET EAST OF THE CENTERLINE OF MAIN STREET, AND ONE FOOT ABOVE
 HA0376'THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HA0376'STAMPED KY 424 1907 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0298 ***********************************************************************
 HA0298  DESIGNATION -  427
 HA0298  PID         -  HA0298
 HA0298  STATE/COUNTY-  KY/MUHLENBERG
 HA0298  USGS QUAD   -  DUNMOR (1953)
 HA0298
 HA0298                         *CURRENT SURVEY CONTROL
 HA0298  ___________________________________________________________________
 HA0298* NAD 83(1986)-  37 06 45.     (N)    086 59 59.     (W)     SCALED    
 HA0298* NAVD 88     -       129.938  (meters)     426.30   (feet)  ADJUSTED  
 HA0298  ___________________________________________________________________
 HA0298  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 HA0298  DYNAMIC HT  -         129.841 (meters)     425.99  (feet)  COMP
 HA0298  MODELED GRAV-     979,881.3   (mgal)                       NAVD 88
 HA0298
 HA0298  VERT ORDER  -  SECOND    CLASS 0
 HA0298
 HA0298.The horizontal coordinates were scaled from a topographic map and have
 HA0298.an estimated accuracy of +/- 6 seconds.
 HA0298
 HA0298.The orthometric height was determined by differential leveling
 HA0298.and adjusted by the National Geodetic Survey in June 1991..
 HA0298
 HA0298.The geoid height was determined by GEOID03.
 HA0298
 HA0298.The dynamic height is computed by dividing the NAVD 88
 HA0298.geopotential number by the normal gravity value computed on the
 HA0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0298.degrees latitude (g = 980.6199 gals.).
 HA0298
 HA0298.The modeled gravity was interpolated from observed gravity values.
 HA0298
 HA0298;                    North         East    Units  Estimated Accuracy
 HA0298;SPC KY1Z     - 1,087,220.    1,388,930.      MT  (+/- 180 meters Scaled)
 HA0298
 HA0298                          SUPERSEDED SURVEY CONTROL
 HA0298
 HA0298  NGVD 29 (??/??/92)  130.055  (m)          426.69   (f) ADJ UNCH    2 0
 HA0298
 HA0298.Superseded values are not recommended for survey control.
 HA0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0298.See file dsdata.txt to determine how the superseded data were derived.
 HA0298
 HA0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG000073(NAD 83)
 HA0298_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0298_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0298_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0298_STAMPING: 427 KY
 HA0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0298
 HA0298  HISTORY     - Date     Condition        Report By
 HA0298  HISTORY     - UNK      MONUMENTED       CGS
 HA0298  HISTORY     - 1943     GOOD             NGS
 HA0298
 HA0298                          STATION DESCRIPTION
 HA0298
 HA0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0298'AT PENROD.
 HA0298'AT PENROD, MUHLENBERG COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0298'RAILROAD, NEAR THE RAILROAD SIDING, 141.3 FEET SOUTHWEST ACROSS
 HA0298'THE TRACK FROM THE SOUTHWEST CORNER OF A RAILROAD TELEPHONE BOOTH,
 HA0298'32.6 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 15.6 FEET
 HA0298'SOUTHEAST OF TELEPHONE POLE 8, 12.7 FEET NORTH OF A FENCE CORNER,
 HA0298'1.7 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 5 FEET LOWER
 HA0298'THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 HA0298'STAMPED 427 KY AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE
 HA0298'PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0780 ***********************************************************************
 HA0780  DESIGNATION -  427
 HA0780  PID         -  HA0780
 HA0780  STATE/COUNTY-  KY/MUHLENBERG
 HA0780  USGS QUAD   -  CENTRAL CITY WEST (1983)
 HA0780
 HA0780                         *CURRENT SURVEY CONTROL
 HA0780  ___________________________________________________________________
 HA0780* NAD 83(1986)-  37 17 32.     (N)    087 07 41.     (W)     SCALED    
 HA0780* NAVD 88     -       129.614  (meters)     425.24   (feet)  ADJUSTED  
 HA0780  ___________________________________________________________________
 HA0780  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 HA0780  DYNAMIC HT  -         129.516 (meters)     424.92  (feet)  COMP
 HA0780  MODELED GRAV-     979,874.8   (mgal)                       NAVD 88
 HA0780
 HA0780  VERT ORDER  -  SECOND    CLASS 0
 HA0780
 HA0780.The horizontal coordinates were scaled from a topographic map and have
 HA0780.an estimated accuracy of +/- 6 seconds.
 HA0780
 HA0780.The orthometric height was determined by differential leveling
 HA0780.and adjusted by the National Geodetic Survey in June 1991..
 HA0780
 HA0780.The geoid height was determined by GEOID03.
 HA0780
 HA0780.The dynamic height is computed by dividing the NAVD 88
 HA0780.geopotential number by the normal gravity value computed on the
 HA0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0780.degrees latitude (g = 980.6199 gals.).
 HA0780
 HA0780.The modeled gravity was interpolated from observed gravity values.
 HA0780
 HA0780;                    North         East    Units  Estimated Accuracy
 HA0780;SPC KY1Z     - 1,107,320.    1,377,820.      MT  (+/- 180 meters Scaled)
 HA0780
 HA0780                          SUPERSEDED SURVEY CONTROL
 HA0780
 HA0780  NGVD 29 (??/??/92)  129.724  (m)          425.60   (f) ADJ UNCH    2 0
 HA0780
 HA0780.Superseded values are not recommended for survey control.
 HA0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0780.See file dsdata.txt to determine how the superseded data were derived.
 HA0780
 HA0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG886272(NAD 83)
 HA0780_MARKER: DD = SURVEY DISK
 HA0780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0780_SP_SET: BUILDING
 HA0780_STAMPING: 427 1907 KENTUCKY
 HA0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0780
 HA0780  HISTORY     - Date     Condition        Report By
 HA0780  HISTORY     - 1907     MONUMENTED       USGS
 HA0780  HISTORY     - 1943     GOOD             NGS
 HA0780
 HA0780                          STATION DESCRIPTION
 HA0780
 HA0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0780'AT CENTRAL CITY.
 HA0780'AT CENTRAL CITY, MUHLENBERG COUNTY, AT THE EAST CORNER OF THE
 HA0780'INTERSECTION OF BROAD AND FIRST STREETS AT THE J.F. ROBERTSON
 HA0780'DRUG STORE BUILDING, IN THE SOUTHWEST BRICK WALL, 2 FEET SOUTHEAST
 HA0780'OF THE SOUTHEAST EDGE OF A SHOW WINDOW, AND 1.6 FEET ABOVE THE
 HA0780'SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HA0780'STAMPED 427 1907 KENTUCKY AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0765 ***********************************************************************
 HA0765  DESIGNATION -  427
 HA0765  PID         -  HA0765
 HA0765  STATE/COUNTY-  KY/MUHLENBERG
 HA0765  USGS QUAD   -  DRAKESBORO (1982)
 HA0765
 HA0765                         *CURRENT SURVEY CONTROL
 HA0765  ___________________________________________________________________
 HA0765* NAD 83(1986)-  37 09 32.     (N)    087 01 46.     (W)     SCALED    
 HA0765* NAVD 88     -       129.853  (meters)     426.03   (feet)  ADJUSTED  
 HA0765  ___________________________________________________________________
 HA0765  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 HA0765  DYNAMIC HT  -         129.755 (meters)     425.70  (feet)  COMP
 HA0765  MODELED GRAV-     979,875.3   (mgal)                       NAVD 88
 HA0765
 HA0765  VERT ORDER  -  SECOND    CLASS 0
 HA0765
 HA0765.The horizontal coordinates were scaled from a topographic map and have
 HA0765.an estimated accuracy of +/- 6 seconds.
 HA0765
 HA0765.The orthometric height was determined by differential leveling
 HA0765.and adjusted by the National Geodetic Survey in June 1991..
 HA0765.WARNING-Repeat measurements at this control monument indicate possible
 HA0765.vertical movement.
 HA0765
 HA0765.The geoid height was determined by GEOID03.
 HA0765
 HA0765.The dynamic height is computed by dividing the NAVD 88
 HA0765.geopotential number by the normal gravity value computed on the
 HA0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0765.degrees latitude (g = 980.6199 gals.).
 HA0765
 HA0765.The modeled gravity was interpolated from observed gravity values.
 HA0765
 HA0765;                    North         East    Units  Estimated Accuracy
 HA0765;SPC KY1Z     - 1,092,400.    1,386,360.      MT  (+/- 180 meters Scaled)
 HA0765
 HA0765                          SUPERSEDED SURVEY CONTROL
 HA0765
 HA0765  NGVD 29 (??/??/92)  129.967  (m)          426.40   (f) ADJ UNCH    2 0
 HA0765
 HA0765.Superseded values are not recommended for survey control.
 HA0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0765.See file dsdata.txt to determine how the superseded data were derived.
 HA0765
 HA0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG973124(NAD 83)
 HA0765_MARKER: DD = SURVEY DISK
 HA0765_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0765_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0765_STAMPING: 427 KY
 HA0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0765
 HA0765  HISTORY     - Date     Condition        Report By
 HA0765  HISTORY     - UNK      MONUMENTED       USGS
 HA0765  HISTORY     - 1943     GOOD             NGS
 HA0765
 HA0765                          STATION DESCRIPTION
 HA0765
 HA0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0765'AT BELTON.
 HA0765'AT BELTON, MUHLENBERG COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0765'RAILROAD, 226 FEET EAST OF THE EAST CORNER OF THE STATION, 0.4
 HA0765'MILE NORTHWEST OF MILEPOST 168, 158.6 FEET NORTHEAST OF THE
 HA0765'CENTERLINE OF THE MAIN TRACK, AT THE SOUTHWEST CORNER OF THE YARD
 HA0765'FENCE AROUND THE OLD GREEN HOUSE (HOTEL), 7.1 FEET WEST OF A
 HA0765'BRACED POWER POLE, 1.7 FEET WEST OF A WHITE WOODEN WITNESS
 HA0765'POST, AND LEVEL WITH THE TRACK.  A UNITED STATES GEOLOGICAL
 HA0765'SURVEY STANDARD CAP, STAMPED 427 KY AND RIVETED ON THE TOP OF
 HA0765'A 3-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0324 ***********************************************************************
 HA0324  DESIGNATION -  428
 HA0324  PID         -  HA0324
 HA0324  STATE/COUNTY-  KY/BUTLER
 HA0324  USGS QUAD   -  MORGANTOWN (1973)
 HA0324
 HA0324                         *CURRENT SURVEY CONTROL
 HA0324  ___________________________________________________________________
 HA0324* NAD 83(1986)-  37 11 38.     (N)    086 42 21.     (W)     SCALED    
 HA0324* NAVD 88     -       130.248  (meters)     427.32   (feet)  ADJUSTED  
 HA0324  ___________________________________________________________________
 HA0324  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HA0324  DYNAMIC HT  -         130.148 (meters)     426.99  (feet)  COMP
 HA0324  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 HA0324
 HA0324  VERT ORDER  -  SECOND    CLASS 0
 HA0324
 HA0324.The horizontal coordinates were scaled from a topographic map and have
 HA0324.an estimated accuracy of +/- 6 seconds.
 HA0324
 HA0324.The orthometric height was determined by differential leveling
 HA0324.and adjusted by the National Geodetic Survey in June 1991..
 HA0324.WARNING-Repeat measurements at this control monument indicate possible
 HA0324.vertical movement.
 HA0324
 HA0324.The geoid height was determined by GEOID03.
 HA0324
 HA0324.The dynamic height is computed by dividing the NAVD 88
 HA0324.geopotential number by the normal gravity value computed on the
 HA0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0324.degrees latitude (g = 980.6199 gals.).
 HA0324
 HA0324.The modeled gravity was interpolated from observed gravity values.
 HA0324
 HA0324;                    North         East    Units  Estimated Accuracy
 HA0324;SPC KY1Z     - 1,095,940.    1,415,140.      MT  (+/- 180 meters Scaled)
 HA0324
 HA0324                          SUPERSEDED SURVEY CONTROL
 HA0324
 HA0324  NGVD 29 (??/??/92)  130.362  (m)          427.70   (f) ADJ UNCH    2 0
 HA0324
 HA0324.Superseded values are not recommended for survey control.
 HA0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0324.See file dsdata.txt to determine how the superseded data were derived.
 HA0324
 HA0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG261164(NAD 83)
 HA0324_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0324_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0324_STAMPING: KY 428
 HA0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0324
 HA0324  HISTORY     - Date     Condition        Report By
 HA0324  HISTORY     - UNK      MONUMENTED       CGS
 HA0324  HISTORY     - 1940     GOOD             NGS
 HA0324
 HA0324                          STATION DESCRIPTION
 HA0324
 HA0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HA0324'2.8 MI SE FROM MORGANTOWN.
 HA0324'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 231 FROM THE COUNTY
 HA0324'COURTHOUSE AT MORGANTOWN, BUTLER COUNTY, AT THE JUNCTION OF
 HA0324'STATE HIGHWAY 105, 65.5 FEET SOUTHWEST OF U.S. HIGHWAY 231, 20.5
 HA0324'FEET SOUTHWEST OF THE CENTERLINE OF THE WEST FORK OF STATE
 HA0324'HIGHWAY 105, 92.7 FEET WEST OF BENCH MARK R 73 DESCRIBED BELOW,
 HA0324'AT THE EDGE OF A CUT, 36.5 FEET SOUTHEAST OF A 36-INCH WALNUT
 HA0324'TREE, 23.7 FEET WEST OF THE WEST END OF A CONCRETE CULVERT, AND
 HA0324'ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 HA0324'SURVEY STANDARD CAP, STAMPED KY 428 AND RIVETED ON THE TOP OF A
 HA0324'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0829 ***********************************************************************
 HA0829  DESIGNATION -  428
 HA0829  PID         -  HA0829
 HA0829  STATE/COUNTY-  KY/HOPKINS
 HA0829  USGS QUAD   -  MADISONVILLE WEST (1962)
 HA0829
 HA0829                         *CURRENT SURVEY CONTROL
 HA0829  ___________________________________________________________________
 HA0829* NAD 83(1986)-  37 22 10.     (N)    087 34 38.     (W)     SCALED    
 HA0829* NAVD 88     -       129.946  (meters)     426.33   (feet)  ADJUSTED  
 HA0829  ___________________________________________________________________
 HA0829  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 HA0829  DYNAMIC HT  -         129.851 (meters)     426.02  (feet)  COMP
 HA0829  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 HA0829
 HA0829  VERT ORDER  -  SECOND    CLASS 0
 HA0829
 HA0829.The horizontal coordinates were scaled from a topographic map and have
 HA0829.an estimated accuracy of +/- 6 seconds.
 HA0829
 HA0829.The orthometric height was determined by differential leveling
 HA0829.and adjusted by the National Geodetic Survey in June 1991..
 HA0829
 HA0829.The geoid height was determined by GEOID03.
 HA0829
 HA0829.The dynamic height is computed by dividing the NAVD 88
 HA0829.geopotential number by the normal gravity value computed on the
 HA0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0829.degrees latitude (g = 980.6199 gals.).
 HA0829
 HA0829.The modeled gravity was interpolated from observed gravity values.
 HA0829
 HA0829;                    North         East    Units  Estimated Accuracy
 HA0829;SPC KY1Z     - 1,116,580.    1,338,170.      MT  (+/- 180 meters Scaled)
 HA0829
 HA0829                          SUPERSEDED SURVEY CONTROL
 HA0829
 HA0829  NGVD 29 (??/??/92)  130.037  (m)          426.63   (f) ADJ UNCH    2 0
 HA0829
 HA0829.Superseded values are not recommended for survey control.
 HA0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0829.See file dsdata.txt to determine how the superseded data were derived.
 HA0829
 HA0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG488360(NAD 83)
 HA0829_MARKER: DD = SURVEY DISK
 HA0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0829_STAMPING: 428 1907
 HA0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0829+STABILITY: SURFACE MOTION
 HA0829
 HA0829  HISTORY     - Date     Condition        Report By
 HA0829  HISTORY     - 1907     MONUMENTED       USGS
 HA0829  HISTORY     - 1935     GOOD             NGS
 HA0829
 HA0829                          STATION DESCRIPTION
 HA0829
 HA0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0829'AT MANITOU.
 HA0829'AT MANITOU, HOPKINS COUNTY, ON U.S. HIGHWAY 41, 91 FEET EAST OF
 HA0829'THE NORTHEAST CORNER OF THE CROW GROCERY, AT THE INTERSECTION
 HA0829'OF THE ROAD LEADING TO RIDGEWOOD, 38 FEET NORTH OF THE CENTERLINE
 HA0829'OF THE HIGHWAY, AT THE MANITOU CHRISTIAN CHURCH, IN THE WEST FACE
 HA0829'OF THE NORTHWEST CORNER OF THE FOUNDATION, AND 3 INCHES ABOVE
 HA0829'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HA0829'STAMPED 428 1907 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1014 ***********************************************************************
 HZ1014  DESIGNATION -  43 FL
 HZ1014  PID         -  HZ1014
 HZ1014  STATE/COUNTY-  KY/CARROLL
 HZ1014  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1014
 HZ1014                         *CURRENT SURVEY CONTROL
 HZ1014  ___________________________________________________________________
 HZ1014* NAD 83(1986)-  38 39 48.     (N)    085 04 11.     (W)     SCALED    
 HZ1014* NAVD 88     -       184.875  (meters)     606.54   (feet)  ADJUSTED  
 HZ1014  ___________________________________________________________________
 HZ1014  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ1014  DYNAMIC HT  -         184.756 (meters)     606.15  (feet)  COMP
 HZ1014  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 HZ1014
 HZ1014  VERT ORDER  -  SECOND    CLASS 0
 HZ1014
 HZ1014.The horizontal coordinates were scaled from a topographic map and have
 HZ1014.an estimated accuracy of +/- 6 seconds.
 HZ1014
 HZ1014.The orthometric height was determined by differential leveling
 HZ1014.and adjusted by the National Geodetic Survey in June 1991..
 HZ1014
 HZ1014.The geoid height was determined by GEOID03.
 HZ1014
 HZ1014.The dynamic height is computed by dividing the NAVD 88
 HZ1014.geopotential number by the normal gravity value computed on the
 HZ1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1014.degrees latitude (g = 980.6199 gals.).
 HZ1014
 HZ1014.The modeled gravity was interpolated from observed gravity values.
 HZ1014
 HZ1014;                    North         East    Units  Estimated Accuracy
 HZ1014;SPC KY1Z     - 1,258,810.    1,559,210.      MT  (+/- 180 meters Scaled)
 HZ1014
 HZ1014                          SUPERSEDED SURVEY CONTROL
 HZ1014
 HZ1014  NGVD 29 (??/??/92)  185.071  (m)          607.19   (f) ADJ UNCH    2 0
 HZ1014
 HZ1014.Superseded values are not recommended for survey control.
 HZ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1014.See file dsdata.txt to determine how the superseded data were derived.
 HZ1014
 HZ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH679811(NAD 83)
 HZ1014_MARKER: DD = SURVEY DISK
 HZ1014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1014_SP_SET: BRIDGE
 HZ1014_STAMPING: 43 FL 1950 (USGS)
 HZ1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1014
 HZ1014  HISTORY     - Date     Condition        Report By
 HZ1014  HISTORY     - 1950     MONUMENTED       USGS
 HZ1014  HISTORY     - 1964     GOOD             PAS
 HZ1014  HISTORY     - 20030819 MARK NOT FOUND   KYDT
 HZ1014
 HZ1014                          STATION DESCRIPTION
 HZ1014
 HZ1014'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1014'8 MI E FROM CARROLLTON.
 HZ1014'1.0 MILE EAST ALONG U.S. HIGHWAY 42 FROM THE COURTHOUSE AT
 HZ1014'CARROLLTON, THENCE 4.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 227,
 HZ1014'THENCE 3.15 MILES NORTHEAST ALONG A GRAVEL ROAD TO A T-ROAD LEFT
 HZ1014'AND THE MARK ON THE NORTHEAST CORNER OF CONCRETE BRIDGE, 90 FEET
 HZ1014'WEST OF CENTER OF GRAVEL ROAD, 76 FEET EAST OF FENCE CORNER, 72
 HZ1014'FEET SOUTH OF A 24 INCH WALNUT TREE ON WEST BANK OF STREAM, 7 FEET
 HZ1014'NORTHWEST OF CENTER OF EAST END OF CONCRETE BRIDGE.  A U.S.G.S.
 HZ1014'BENCH MARK DISK SET IN A DRILL HOLE IN THE TOP OF NORTHEAST WING
 HZ1014'WALL OF CONCRETE BRIDGE AND ABOUT 0.5 FEET LOWER THAN BRIDGE FLOOR.
 HZ1014
 HZ1014                          STATION RECOVERY (2003)
 HZ1014
 HZ1014'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ1014'THIS BRDGE AND WINGWALLS HAVE BEEN REPLACED IN PREVIOUS YEARS, NO SIGN
 HZ1014'OF RESET, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1243 ***********************************************************************
 HZ1243  DESIGNATION -  43 RHP
 HZ1243  PID         -  HZ1243
 HZ1243  STATE/COUNTY-  KY/HENRY
 HZ1243  USGS QUAD   -  SMITHFIELD (1993)
 HZ1243
 HZ1243                         *CURRENT SURVEY CONTROL
 HZ1243  ___________________________________________________________________
 HZ1243* NAD 83(1986)-  38 28 37.     (N)    085 15 55.     (W)     SCALED    
 HZ1243* NAVD 88     -       222.371  (meters)     729.56   (feet)  ADJUSTED  
 HZ1243  ___________________________________________________________________
 HZ1243  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HZ1243  DYNAMIC HT  -         222.221 (meters)     729.07  (feet)  COMP
 HZ1243  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 HZ1243
 HZ1243  VERT ORDER  -  SECOND    CLASS 0
 HZ1243
 HZ1243.The horizontal coordinates were scaled from a topographic map and have
 HZ1243.an estimated accuracy of +/- 6 seconds.
 HZ1243
 HZ1243.The orthometric height was determined by differential leveling
 HZ1243.and adjusted by the National Geodetic Survey in June 1991..
 HZ1243
 HZ1243.The geoid height was determined by GEOID03.
 HZ1243
 HZ1243.The dynamic height is computed by dividing the NAVD 88
 HZ1243.geopotential number by the normal gravity value computed on the
 HZ1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1243.degrees latitude (g = 980.6199 gals.).
 HZ1243
 HZ1243.The modeled gravity was interpolated from observed gravity values.
 HZ1243
 HZ1243;                    North         East    Units  Estimated Accuracy
 HZ1243;SPC KY1Z     - 1,238,020.    1,542,300.      MT  (+/- 180 meters Scaled)
 HZ1243
 HZ1243                          SUPERSEDED SURVEY CONTROL
 HZ1243
 HZ1243  NGVD 29 (??/??/92)  222.535  (m)          730.10   (f) ADJ UNCH    2 0
 HZ1243
 HZ1243.Superseded values are not recommended for survey control.
 HZ1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1243.See file dsdata.txt to determine how the superseded data were derived.
 HZ1243
 HZ1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH513601(NAD 83)
 HZ1243_MARKER: DD = SURVEY DISK
 HZ1243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1243_SP_SET: BRIDGE
 HZ1243_STAMPING: 43 RHP 1952 731
 HZ1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1243
 HZ1243  HISTORY     - Date     Condition        Report By
 HZ1243  HISTORY     - 1952     MONUMENTED       USGS
 HZ1243  HISTORY     - 1963     GOOD             PAS
 HZ1243
 HZ1243                          STATION DESCRIPTION
 HZ1243
 HZ1243'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ1243'1.2 MI SW FROM SULPHUR.
 HZ1243'NEW CASTLE, 6.0 MILES WEST OF, THENCE 2.3 MILES NORTH, 1.2 MILES
 HZ1243'SOUTH OF SULPHUR, 77 FEET SOUTHWEST OF Y-ROAD FORK, AT STEEL
 HZ1243'BRIDGE OVER FALLEN TIMBER CREEK, ON NORTHWEST END OF NORTHEAST
 HZ1243'CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0073 ***********************************************************************
 HA0073  DESIGNATION -  434.76
 HA0073  PID         -  HA0073
 HA0073  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0073  USGS QUAD   -  LODIBURG (1953)
 HA0073
 HA0073                         *CURRENT SURVEY CONTROL
 HA0073  ___________________________________________________________________
 HA0073* NAD 83(1986)-  37 53 46.     (N)    086 26 32.     (W)     SCALED    
 HA0073* NAVD 88     -       132.201  (meters)     433.73   (feet)  ADJUSTED  
 HA0073  ___________________________________________________________________
 HA0073  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HA0073  DYNAMIC HT  -         132.105 (meters)     433.41  (feet)  COMP
 HA0073  MODELED GRAV-     979,900.9   (mgal)                       NAVD 88
 HA0073
 HA0073  VERT ORDER  -  SECOND    CLASS 0
 HA0073
 HA0073.The horizontal coordinates were scaled from a topographic map and have
 HA0073.an estimated accuracy of +/- 6 seconds.
 HA0073
 HA0073.The orthometric height was determined by differential leveling
 HA0073.and adjusted by the National Geodetic Survey in June 1991..
 HA0073
 HA0073.The geoid height was determined by GEOID03.
 HA0073
 HA0073.The dynamic height is computed by dividing the NAVD 88
 HA0073.geopotential number by the normal gravity value computed on the
 HA0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0073.degrees latitude (g = 980.6199 gals.).
 HA0073
 HA0073.The modeled gravity was interpolated from observed gravity values.
 HA0073
 HA0073;                    North         East    Units  Estimated Accuracy
 HA0073;SPC KY1Z     - 1,173,670.    1,439,120.      MT  (+/- 180 meters Scaled)
 HA0073
 HA0073                          SUPERSEDED SURVEY CONTROL
 HA0073
 HA0073  NGVD 29 (??/??/92)  132.309  (m)          434.08   (f) ADJ UNCH    2 0
 HA0073
 HA0073.Superseded values are not recommended for survey control.
 HA0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0073.See file dsdata.txt to determine how the superseded data were derived.
 HA0073
 HA0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG490944(NAD 83)
 HA0073_MARKER: Q = CHISELED SQUARE
 HA0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0073_SP_SET: BRIDGE
 HA0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0073
 HA0073  HISTORY     - Date     Condition        Report By
 HA0073  HISTORY     - UNK      MONUMENTED       USGS
 HA0073  HISTORY     - 1935     GOOD             NGS
 HA0073
 HA0073                          STATION DESCRIPTION
 HA0073
 HA0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0073'AT MYSTIC.
 HA0073'AT MYSTIC, BRECKINRIDGE COUNTY, AT THE LOUISVILLE AND NASHVILLE
 HA0073'RAILROAD STATION, ON THE TOP OF A RETAINING WALL, 45 FEET NORTHWEST
 HA0073'OF THE GENERAL STORE, 6 FEET EAST OF THE STATION TICKET-WINDOW,
 HA0073'2.5 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT HIGHER THAN THE
 HA0073'TRACK.  A 2-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1747 ***********************************************************************
 GC1747  DESIGNATION -  438
 GC1747  PID         -  GC1747
 GC1747  STATE/COUNTY-  KY/TRIGG
 GC1747  USGS QUAD   -  GRACEY (1974)
 GC1747
 GC1747                         *CURRENT SURVEY CONTROL
 GC1747  ___________________________________________________________________
 GC1747* NAD 83(1986)-  36 58 46.     (N)    087 44 54.     (W)     SCALED    
 GC1747* NAVD 88     -       133.200  (meters)     437.01   (feet)  ADJUSTED  
 GC1747  ___________________________________________________________________
 GC1747  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1747  DYNAMIC HT  -         133.097 (meters)     436.67  (feet)  COMP
 GC1747  MODELED GRAV-     979,860.3   (mgal)                       NAVD 88
 GC1747
 GC1747  VERT ORDER  -  FIRST     CLASS I
 GC1747
 GC1747.The horizontal coordinates were scaled from a topographic map and have
 GC1747.an estimated accuracy of +/- 6 seconds.
 GC1747
 GC1747.The orthometric height was determined by differential leveling
 GC1747.and adjusted by the National Geodetic Survey in June 1991..
 GC1747.WARNING-Repeat measurements at this control monument indicate possible
 GC1747.vertical movement.
 GC1747
 GC1747.The geoid height was determined by GEOID03.
 GC1747
 GC1747.The dynamic height is computed by dividing the NAVD 88
 GC1747.geopotential number by the normal gravity value computed on the
 GC1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1747.degrees latitude (g = 980.6199 gals.).
 GC1747
 GC1747.The modeled gravity was interpolated from observed gravity values.
 GC1747
 GC1747;                    North         East    Units  Estimated Accuracy
 GC1747;SPC KY1Z     - 1,073,610.    1,322,090.      MT  (+/- 180 meters Scaled)
 GC1747
 GC1747                          SUPERSEDED SURVEY CONTROL
 GC1747
 GC1747  NGVD 29 (??/??/92)  133.273  (m)          437.25   (f) ADJ UNCH    1 1
 GC1747
 GC1747.Superseded values are not recommended for survey control.
 GC1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1747.See file dsdata.txt to determine how the superseded data were derived.
 GC1747
 GC1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF333928(NAD 83)
 GC1747_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GC1747_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC1747_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC1747_STAMPING: 438 KENTUCKY
 GC1747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1747
 GC1747  HISTORY     - Date     Condition        Report By
 GC1747  HISTORY     - UNK      MONUMENTED       USGS
 GC1747  HISTORY     - 1968     GOOD             NGS
 GC1747
 GC1747                          STATION DESCRIPTION
 GC1747
 GC1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1747'10.1 MI NW FROM GRACEY.
 GC1747'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1747'STATION AT GRACEY, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 68
 GC1747'AND STATE HIGHWAY 80, THENCE 2.7 MILES NORTHWEST ALONG STATE
 GC1747'HIGHWAY 128, THENCE 6.0 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL
 GC1747'RAILROAD, 0.3 MILE NORTHWEST OF MILEPOST 112, 276 YARDS NORTHWEST
 GC1747'OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 37 FEET
 GC1747'SOUTHWEST OF THE SOUTHWEST RAIL, 61 FEET WEST OF A WHISTLE SIGN
 GC1747'POST, 2 1/2 FEET SOUTH OF A 5-INCH MAPLE TREE, 8 FEET NORTHEAST
 GC1747'OF A 26-INCH ELM TREE, 2 FEET SOUTHEAST OF A FENCE, ABOUT 6 FEET
 GC1747'BELOW THE LEVEL OF THE TRACK, AND A U.S. GEOLOGICAL SURVEY CAP
 GC1747'ON TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0347 ***********************************************************************
 HA0347  DESIGNATION -  443
 HA0347  PID         -  HA0347
 HA0347  STATE/COUNTY-  KY/GRAYSON
 HA0347  USGS QUAD   -  SPRING LICK (1971)
 HA0347
 HA0347                         *CURRENT SURVEY CONTROL
 HA0347  ___________________________________________________________________
 HA0347* NAD 83(1986)-  37 26 02.     (N)    086 37 02.     (W)     SCALED    
 HA0347* NAVD 88     -       134.641  (meters)     441.73   (feet)  ADJUSTED  
 HA0347  ___________________________________________________________________
 HA0347  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HA0347  DYNAMIC HT  -         134.540 (meters)     441.40  (feet)  COMP
 HA0347  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 HA0347
 HA0347  VERT ORDER  -  SECOND    CLASS 0
 HA0347
 HA0347.The horizontal coordinates were scaled from a topographic map and have
 HA0347.an estimated accuracy of +/- 6 seconds.
 HA0347
 HA0347.The orthometric height was determined by differential leveling
 HA0347.and adjusted by the National Geodetic Survey in June 1991..
 HA0347
 HA0347.The geoid height was determined by GEOID03.
 HA0347
 HA0347.The dynamic height is computed by dividing the NAVD 88
 HA0347.geopotential number by the normal gravity value computed on the
 HA0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0347.degrees latitude (g = 980.6199 gals.).
 HA0347
 HA0347.The modeled gravity was interpolated from observed gravity values.
 HA0347
 HA0347;                    North         East    Units  Estimated Accuracy
 HA0347;SPC KY1Z     - 1,122,500.    1,423,250.      MT  (+/- 180 meters Scaled)
 HA0347
 HA0347                          SUPERSEDED SURVEY CONTROL
 HA0347
 HA0347  NGVD 29 (??/??/92)  134.755  (m)          442.11   (f) ADJ UNCH    2 0
 HA0347
 HA0347.Superseded values are not recommended for survey control.
 HA0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0347.See file dsdata.txt to determine how the superseded data were derived.
 HA0347
 HA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG338430(NAD 83)
 HA0347_MARKER: Q = CHISELED SQUARE
 HA0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0347+STABILITY: SURFACE MOTION
 HA0347
 HA0347  HISTORY     - Date     Condition        Report By
 HA0347  HISTORY     - UNK      MONUMENTED       CGS
 HA0347  HISTORY     - 1935     GOOD             NGS
 HA0347
 HA0347                          STATION DESCRIPTION
 HA0347
 HA0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0347'4 MI E FROM HORSE BRANCH.
 HA0347'IN GRAYSON COUNTY, 4.0 MILES EAST ALONG THE ILLINOIS CENTRAL
 HA0347'RAILROAD FROM THE STATION AT HORSE BRANCH, OHIO COUNTY, 15 FEET
 HA0347'SOUTHWEST OF SIGNAL J 921, 5.5 FEET WEST OF SIGNAL J 922, AT A
 HA0347'BATTERY WELL, ON THE TOP OF THE CIRCULAR CONCRETE FOUNDATION, 6
 HA0347'FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE TRACK.  A
 HA0347'1-1/4-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1783 ***********************************************************************
 HY1783  DESIGNATION -  443
 HY1783  PID         -  HY1783
 HY1783  STATE/COUNTY-  KY/MONTGOMERY
 HY1783  USGS QUAD   -  MOUNT STERLING (1979)
 HY1783
 HY1783                         *CURRENT SURVEY CONTROL
 HY1783  ___________________________________________________________________
 HY1783* NAD 83(1986)-  38 03 09.     (N)    083 57 15.     (W)     SCALED    
 HY1783* NAVD 88     -       311.606  (meters)    1022.33   (feet)  ADJUSTED  
 HY1783  ___________________________________________________________________
 HY1783  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HY1783  DYNAMIC HT  -         311.381 (meters)    1021.59  (feet)  COMP
 HY1783  MODELED GRAV-     979,898.0   (mgal)                       NAVD 88
 HY1783
 HY1783  VERT ORDER  -  SECOND    CLASS 0
 HY1783
 HY1783.The horizontal coordinates were scaled from a topographic map and have
 HY1783.an estimated accuracy of +/- 6 seconds.
 HY1783
 HY1783.The orthometric height was determined by differential leveling
 HY1783.and adjusted by the National Geodetic Survey in June 1991..
 HY1783
 HY1783.The geoid height was determined by GEOID03.
 HY1783
 HY1783.The dynamic height is computed by dividing the NAVD 88
 HY1783.geopotential number by the normal gravity value computed on the
 HY1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1783.degrees latitude (g = 980.6199 gals.).
 HY1783
 HY1783.The modeled gravity was interpolated from observed gravity values.
 HY1783
 HY1783;                    North         East    Units  Estimated Accuracy
 HY1783;SPC KY1Z     - 1,192,310.    1,657,600.      MT  (+/- 180 meters Scaled)
 HY1783
 HY1783                          SUPERSEDED SURVEY CONTROL
 HY1783
 HY1783  NGVD 29 (??/??/92)  311.760  (m)         1022.83   (f) ADJ UNCH    2 0
 HY1783
 HY1783.Superseded values are not recommended for survey control.
 HY1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1783.See file dsdata.txt to determine how the superseded data were derived.
 HY1783
 HY1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC407157(NAD 83)
 HY1783_MARKER: DD = SURVEY DISK
 HY1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1783_STAMPING: 443 1022.833
 HY1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1783+STABILITY: SURFACE MOTION
 HY1783
 HY1783  HISTORY     - Date     Condition        Report By
 HY1783  HISTORY     - UNK      MONUMENTED       KYGS
 HY1783  HISTORY     - 1955     GOOD             NGS
 HY1783
 HY1783                          STATION DESCRIPTION
 HY1783
 HY1783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1783'0.7 MI W FROM MT STERLING.
 HY1783'0.7 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 HY1783'MT. STERLING, THENCE SOUTH INTO THE R.L. HADDEN FARM DRIVE TO BARN,
 HY1783'AT BACK OF BARN EAST ABOUT 247 FEET TO A CROSS FENCE AT T-FENCE
 HY1783'CORNER, 1.3 FEET EAST OF THE NORTH-SOUTH FENCE, 1.6 FEET NORTH
 HY1783'OF THE EAST-WEST FENCE, 2.0 FEET NORTHEAST OF THE FENCE CORNER
 HY1783'POST, THIS NORTH-SOUTH FENCE IS LINE BETWEEN R.L. HADDEN ROBERT
 HY1783'COLLIER, THE MARK IS ON THE COLLIER LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2377 ***********************************************************************
 GZ2377  DESIGNATION -  443.2
 GZ2377  PID         -  GZ2377
 GZ2377  STATE/COUNTY-  KY/BULLITT
 GZ2377  USGS QUAD   -  SHEPHERDSVILLE (1991)
 GZ2377
 GZ2377                         *CURRENT SURVEY CONTROL
 GZ2377  ___________________________________________________________________
 GZ2377* NAD 83(1986)-  37 56 12.     (N)    085 42 07.     (W)     SCALED    
 GZ2377* NAVD 88     -       134.718  (meters)     441.99   (feet)  ADJUSTED  
 GZ2377  ___________________________________________________________________
 GZ2377  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 GZ2377  DYNAMIC HT  -         134.621 (meters)     441.67  (feet)  COMP
 GZ2377  MODELED GRAV-     979,909.4   (mgal)                       NAVD 88
 GZ2377
 GZ2377  VERT ORDER  -  SECOND    CLASS 0
 GZ2377
 GZ2377.The horizontal coordinates were scaled from a topographic map and have
 GZ2377.an estimated accuracy of +/- 6 seconds.
 GZ2377
 GZ2377.The orthometric height was determined by differential leveling
 GZ2377.and adjusted by the National Geodetic Survey in June 1991..
 GZ2377
 GZ2377.The geoid height was determined by GEOID03.
 GZ2377
 GZ2377.The dynamic height is computed by dividing the NAVD 88
 GZ2377.geopotential number by the normal gravity value computed on the
 GZ2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2377.degrees latitude (g = 980.6199 gals.).
 GZ2377
 GZ2377.The modeled gravity was interpolated from observed gravity values.
 GZ2377
 GZ2377;                    North         East    Units  Estimated Accuracy
 GZ2377;SPC KY1Z     - 1,177,940.    1,504,220.      MT  (+/- 180 meters Scaled)
 GZ2377
 GZ2377                          SUPERSEDED SURVEY CONTROL
 GZ2377
 GZ2377  NGVD 29 (??/??/92)  134.864  (m)          442.47   (f) ADJ UNCH    2 0
 GZ2377
 GZ2377.Superseded values are not recommended for survey control.
 GZ2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2377.See file dsdata.txt to determine how the superseded data were derived.
 GZ2377
 GZ2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG140995(NAD 83)
 GZ2377_MARKER: Q = CHISELED SQUARE
 GZ2377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2377_SP_SET: PLATFORM CURB
 GZ2377_STAMPING: 443.2
 GZ2377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2377
 GZ2377  HISTORY     - Date     Condition        Report By
 GZ2377  HISTORY     - UNK      MONUMENTED       USGS
 GZ2377  HISTORY     - 1941     GOOD             NGS
 GZ2377
 GZ2377                          STATION DESCRIPTION
 GZ2377
 GZ2377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GZ2377'AT BARDSTOWN JUNCTION.
 GZ2377'AT BARDSTOWN JUNCTION, BULLITT COUNTY, ON THE LOUISVILLE AND
 GZ2377'NASHVILLE RAILROAD, 13.2 FEET SOUTHWEST OF THE NORTHWEST
 GZ2377'CORNER OF THE STATION, 7.4 FEET WEST OF THE WEST FACE, IN FRONT
 GZ2377'OF THE OPERATORS WINDOW, 2.7 FEET EAST OF THE EAST RAIL, ON THE
 GZ2377'TOP OF THE STATION PLATFORM CURB, AND ABOUT 2 FEET HIGHER THAN
 GZ2377'THE TRACK.  AN OUTLINED SQUARE, MARKED 443.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0369 ***********************************************************************
 HA0369  DESIGNATION -  444 71
 HA0369  PID         -  HA0369
 HA0369  STATE/COUNTY-  KY/OHIO
 HA0369  USGS QUAD   -  FORDSVILLE (1953)
 HA0369
 HA0369                         *CURRENT SURVEY CONTROL
 HA0369  ___________________________________________________________________
 HA0369* NAD 83(1986)-  37 37 51.     (N)    086 41 52.     (W)     SCALED    
 HA0369* NAVD 88     -       135.257  (meters)     443.76   (feet)  POSTED    
 HA0369  ___________________________________________________________________
 HA0369  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HA0369  DYNAMIC HT  -         135.160 (meters)     443.44  (feet)  COMP
 HA0369  MODELED GRAV-     979,915.1   (mgal)                       NAVD 88
 HA0369
 HA0369  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HA0369
 HA0369.The horizontal coordinates were scaled from a topographic map and have
 HA0369.an estimated accuracy of +/- 6 seconds.
 HA0369
 HA0369.The orthometric height was determined by differential leveling
 HA0369.and adjusted by the National Geodetic Survey in 1992..
 HA0369.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HA0369.rate of 2.1 thru 3.0 mm/km.
 HA0369
 HA0369.The geoid height was determined by GEOID03.
 HA0369
 HA0369.The dynamic height is computed by dividing the NAVD 88
 HA0369.geopotential number by the normal gravity value computed on the
 HA0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0369.degrees latitude (g = 980.6199 gals.).
 HA0369
 HA0369.The modeled gravity was interpolated from observed gravity values.
 HA0369
 HA0369;                    North         East    Units  Estimated Accuracy
 HA0369;SPC KY1Z     - 1,144,430.    1,416,350.      MT  (+/- 180 meters Scaled)
 HA0369
 HA0369                          SUPERSEDED SURVEY CONTROL
 HA0369
 HA0369  NGVD 29 (??/??/92)  135.363  (m)          444.10   (f) ADJ UNCH    2 0
 HA0369
 HA0369.Superseded values are not recommended for survey control.
 HA0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0369.See file dsdata.txt to determine how the superseded data were derived.
 HA0369
 HA0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG266648(NAD 83)
 HA0369_MARKER: Q = CHISELED SQUARE
 HA0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0369_SP_SET: PEDESTAL
 HA0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0369
 HA0369  HISTORY     - Date     Condition        Report By
 HA0369  HISTORY     - UNK      MONUMENTED       USGS
 HA0369  HISTORY     - 1935     GOOD             NGS
 HA0369
 HA0369                          STATION DESCRIPTION
 HA0369
 HA0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0369'AT ELLMITCH.
 HA0369'AT ELLMITCH, OHIO COUNTY, 50 YARDS NORTHEAST OF THE NORTHEAST
 HA0369'CORNER OF THE ABANDONED LOUISVILLE AND NASHVILLE RAILROAD STATION,
 HA0369'AT THE JUNCTION OF THE OWENSBORO, RUSSELLVILLE AND ADAIRVILLE
 HA0369'BRANCH, AT A WATER TOWER, ON THE TOP OF THE SOUTHEAST CORNER OF
 HA0369'THE SOUTH PEDESTAL, 8.8 FEET NORTHWEST OF THE ROADBED, AND LEVEL
 HA0369'WITH THE ROADBED.  A 2-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0362 ***********************************************************************
 HA0362  DESIGNATION -  445.9
 HA0362  PID         -  HA0362
 HA0362  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0362  USGS QUAD   -  FALLS OF ROUGH (1963)
 HA0362
 HA0362                         *CURRENT SURVEY CONTROL
 HA0362  ___________________________________________________________________
 HA0362* NAD 83(1986)-  37 37 29.     (N)    086 33 35.     (W)     SCALED    
 HA0362* NAVD 88     -       138.732  (meters)     455.16   (feet)  POSTED    
 HA0362  ___________________________________________________________________
 HA0362  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HA0362  DYNAMIC HT  -         138.630 (meters)     454.82  (feet)  COMP
 HA0362  MODELED GRAV-     979,907.3   (mgal)                       NAVD 88
 HA0362
 HA0362  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HA0362
 HA0362.The horizontal coordinates were scaled from a topographic map and have
 HA0362.an estimated accuracy of +/- 6 seconds.
 HA0362
 HA0362.The orthometric height was determined by differential leveling
 HA0362.and adjusted by the National Geodetic Survey in 1992..
 HA0362.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HA0362.rate of 4.1 thru 8.0 mm/km.
 HA0362
 HA0362.The geoid height was determined by GEOID03.
 HA0362
 HA0362.The dynamic height is computed by dividing the NAVD 88
 HA0362.geopotential number by the normal gravity value computed on the
 HA0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0362.degrees latitude (g = 980.6199 gals.).
 HA0362
 HA0362.The modeled gravity was interpolated from observed gravity values.
 HA0362
 HA0362;                    North         East    Units  Estimated Accuracy
 HA0362;SPC KY1Z     - 1,143,630.    1,428,530.      MT  (+/- 180 meters Scaled)
 HA0362
 HA0362                          SUPERSEDED SURVEY CONTROL
 HA0362
 HA0362  NGVD 29 (??/??/92)  138.875  (m)          455.63   (f) ADJ UNCH    2 0
 HA0362
 HA0362.Superseded values are not recommended for survey control.
 HA0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0362.See file dsdata.txt to determine how the superseded data were derived.
 HA0362
 HA0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG388642(NAD 83)
 HA0362_MARKER: Q = CHISELED SQUARE
 HA0362_SETTING: 66 = SET IN ROCK OUTCROP
 HA0362_SP_SET: ROCK LEDGE
 HA0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0362+STABILITY: POSITION/ELEVATION WELL
 HA0362
 HA0362  HISTORY     - Date     Condition        Report By
 HA0362  HISTORY     - UNK      MONUMENTED       USGS
 HA0362  HISTORY     - 1935     GOOD             NGS
 HA0362
 HA0362                          STATION DESCRIPTION
 HA0362
 HA0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0362'2.3 MI W FROM GLEN DEAN.
 HA0362'2.3 MILES WEST ALONG THE ABANDONED LOUISVILLE AND NASHVILLE
 HA0362'RAILROAD FROM THE FORMER STATION AT GLEN DEAN, BRECKINRIDGE COUNTY,
 HA0362'350 FEET SOUTHWEST OF DEMPSTER JUNCTION, 11 FEET NORTH OF THE
 HA0362'ROADBED, ON THE TOP OF A ROCK LEDGE, AND ABOUT 3 FEET HIGHER THAN
 HA0362'THE ROADBED.  A 2-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0363 ***********************************************************************
 HA0363  DESIGNATION -  446.4
 HA0363  PID         -  HA0363
 HA0363  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0363  USGS QUAD   -  GLEN DEAN (1993)
 HA0363
 HA0363                         *CURRENT SURVEY CONTROL
 HA0363  ___________________________________________________________________
 HA0363* NAD 83(1986)-  37 37 56.     (N)    086 34 37.     (W)     SCALED    
 HA0363* NAVD 88     -       141.936  (meters)     465.67   (feet)  POSTED    
 HA0363  ___________________________________________________________________
 HA0363  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HA0363  DYNAMIC HT  -         141.830 (meters)     465.32  (feet)  COMP
 HA0363  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 HA0363
 HA0363  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 HA0363
 HA0363.The horizontal coordinates were scaled from a topographic map and have
 HA0363.an estimated accuracy of +/- 6 seconds.
 HA0363
 HA0363.The orthometric height was determined by differential leveling
 HA0363.and adjusted by the National Geodetic Survey in 1992..
 HA0363.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 HA0363.rate greater than 8.0 mm/km.
 HA0363
 HA0363.The geoid height was determined by GEOID03.
 HA0363
 HA0363.The dynamic height is computed by dividing the NAVD 88
 HA0363.geopotential number by the normal gravity value computed on the
 HA0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0363.degrees latitude (g = 980.6199 gals.).
 HA0363
 HA0363.The modeled gravity was interpolated from observed gravity values.
 HA0363
 HA0363;                    North         East    Units  Estimated Accuracy
 HA0363;SPC KY1Z     - 1,144,480.    1,427,010.      MT  (+/- 180 meters Scaled)
 HA0363
 HA0363                          SUPERSEDED SURVEY CONTROL
 HA0363
 HA0363  NGVD 29 (??/??/92)  142.074  (m)          466.12   (f) ADJ UNCH    2 0
 HA0363
 HA0363.Superseded values are not recommended for survey control.
 HA0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0363.See file dsdata.txt to determine how the superseded data were derived.
 HA0363
 HA0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG373650(NAD 83)
 HA0363_MARKER: N = NAIL
 HA0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0363_SP_SET: OAK TREE
 HA0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0363
 HA0363  HISTORY     - Date     Condition        Report By
 HA0363  HISTORY     - UNK      MONUMENTED       USGS
 HA0363  HISTORY     - 1935     GOOD             NGS
 HA0363
 HA0363                          STATION DESCRIPTION
 HA0363
 HA0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0363'AT ROCKVALE.
 HA0363'AT ROCKVALE, BRECKINRIDGE COUNTY, ON THE ABANDONED LOUISVILLE AND
 HA0363'NASHVILLE RAILROAD, 15 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 HA0363'HARL TOBACCO WAREHOUSE IN 1935, IN THE BASE OF A 16-INCH OAK TREE,
 HA0363'AND ABOUT 1/2 FOOT LOWER THAN THE ROADBED.  A UNITED STATES
 HA0363'GEOLOGICAL SURVEY STANDARD COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0479 ***********************************************************************
 HA0479  DESIGNATION -  45 1
 HA0479  PID         -  HA0479
 HA0479  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0479  USGS QUAD   -  ROME (1993)
 HA0479
 HA0479                         *CURRENT SURVEY CONTROL
 HA0479  ___________________________________________________________________
 HA0479* NAD 83(1986)-  37 55 03.     (N)    086 33 49.     (W)     SCALED    
 HA0479* NAVD 88     -       113.013  (meters)     370.78   (feet)  ADJUSTED  
 HA0479  ___________________________________________________________________
 HA0479  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HA0479  DYNAMIC HT  -         112.932 (meters)     370.51  (feet)  COMP
 HA0479  MODELED GRAV-     979,908.6   (mgal)                       NAVD 88
 HA0479
 HA0479  VERT ORDER  -  FIRST     CLASS II
 HA0479
 HA0479.The horizontal coordinates were scaled from a topographic map and have
 HA0479.an estimated accuracy of +/- 6 seconds.
 HA0479
 HA0479.The orthometric height was determined by differential leveling
 HA0479.and adjusted by the National Geodetic Survey in June 1991..
 HA0479
 HA0479.The geoid height was determined by GEOID03.
 HA0479
 HA0479.The dynamic height is computed by dividing the NAVD 88
 HA0479.geopotential number by the normal gravity value computed on the
 HA0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0479.degrees latitude (g = 980.6199 gals.).
 HA0479
 HA0479.The modeled gravity was interpolated from observed gravity values.
 HA0479
 HA0479;                    North         East    Units  Estimated Accuracy
 HA0479;SPC KY1Z     - 1,176,130.    1,428,470.      MT  (+/- 180 meters Scaled)
 HA0479
 HA0479                          SUPERSEDED SURVEY CONTROL
 HA0479
 HA0479  NGVD 29 (??/??/92)  113.114  (m)          371.11   (f) ADJ UNCH    1 2
 HA0479
 HA0479.Superseded values are not recommended for survey control.
 HA0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0479.See file dsdata.txt to determine how the superseded data were derived.
 HA0479
 HA0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG383967(NAD 83)
 HA0479_MARKER: DD = SURVEY DISK
 HA0479_SETTING: 0 = UNSPECIFIED SETTING
 HA0479_STAMPING: 451 372.13
 HA0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0479
 HA0479  HISTORY     - Date     Condition        Report By
 HA0479  HISTORY     - UNK      MONUMENTED       DOD
 HA0479  HISTORY     - 1953     GOOD             NGS
 HA0479
 HA0479                          STATION DESCRIPTION
 HA0479
 HA0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0479'AT ADDISON.
 HA0479'AT ADDISON, AT THE UPPER END OF LOCK OF NAVAGATION DAM NO. 45,
 HA0479'IN THE TOP AND 1 FOOT NORTHEAST OF SOUTHWEST CORNER OF CONCRETE
 HA0479'WALL ALONG SOUTH SIDE OF CYLINDER SHAPED MECHANISM TO OPERATE
 HA0479'THE UPPER GATE OF LOCK AND ABOUT LEVEL WITH WALK ON TOP OF GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0478 ***********************************************************************
 HA0478  DESIGNATION -  45 2
 HA0478  PID         -  HA0478
 HA0478  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0478  USGS QUAD   -  ROME (1993)
 HA0478
 HA0478                         *CURRENT SURVEY CONTROL
 HA0478  ___________________________________________________________________
 HA0478* NAD 83(1986)-  37 54 59.     (N)    086 33 49.     (W)     SCALED    
 HA0478* NAVD 88     -       122.841  (meters)     403.02   (feet)  ADJUSTED  
 HA0478  ___________________________________________________________________
 HA0478  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HA0478  DYNAMIC HT  -         122.752 (meters)     402.73  (feet)  COMP
 HA0478  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 HA0478
 HA0478  VERT ORDER  -  FIRST     CLASS II
 HA0478
 HA0478.The horizontal coordinates were scaled from a topographic map and have
 HA0478.an estimated accuracy of +/- 6 seconds.
 HA0478
 HA0478.The orthometric height was determined by differential leveling
 HA0478.and adjusted by the National Geodetic Survey in June 1991..
 HA0478
 HA0478.The geoid height was determined by GEOID03.
 HA0478
 HA0478.The dynamic height is computed by dividing the NAVD 88
 HA0478.geopotential number by the normal gravity value computed on the
 HA0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0478.degrees latitude (g = 980.6199 gals.).
 HA0478
 HA0478.The modeled gravity was interpolated from observed gravity values.
 HA0478
 HA0478;                    North         East    Units  Estimated Accuracy
 HA0478;SPC KY1Z     - 1,176,000.    1,428,470.      MT  (+/- 180 meters Scaled)
 HA0478
 HA0478                          SUPERSEDED SURVEY CONTROL
 HA0478
 HA0478  NGVD 29 (??/??/92)  122.942  (m)          403.35   (f) ADJ UNCH    1 2
 HA0478
 HA0478.Superseded values are not recommended for survey control.
 HA0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0478.See file dsdata.txt to determine how the superseded data were derived.
 HA0478
 HA0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG383966(NAD 83)
 HA0478_MARKER: DD = SURVEY DISK
 HA0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0478_SP_SET: STEP
 HA0478_STAMPING: 452 404.36
 HA0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0478
 HA0478  HISTORY     - Date     Condition        Report By
 HA0478  HISTORY     - UNK      MONUMENTED       DOD
 HA0478  HISTORY     - 1953     GOOD             NGS
 HA0478
 HA0478                          STATION DESCRIPTION
 HA0478
 HA0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0478'AT ADDISON.
 HA0478'AT ADDISON, IN THE TOP OF THE EAST END OF THE SECOND STEP FROM
 HA0478'THE BOTTOM OF A FLIGHT OF CONCRETE STEPS LEADING TO THE NORTH
 HA0478'ENTRANCE TO POWER HOUSE OF NAVAGATION DAM NO. 45, ON TOP OF
 HA0478'RIVER BANK AND ABOUT 1 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1750 ***********************************************************************
 GC1750  DESIGNATION -  452 98 JWM
 GC1750  PID         -  GC1750
 GC1750  STATE/COUNTY-  KY/CALDWELL
 GC1750  USGS QUAD   -  COBB (1983)
 GC1750
 GC1750                         *CURRENT SURVEY CONTROL
 GC1750  ___________________________________________________________________
 GC1750* NAD 83(1986)-  36 59 17.     (N)    087 46 47.     (W)     SCALED    
 GC1750* NAVD 88     -       137.697  (meters)     451.76   (feet)  ADJUSTED  
 GC1750  ___________________________________________________________________
 GC1750  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC1750  DYNAMIC HT  -         137.592 (meters)     451.42  (feet)  COMP
 GC1750  MODELED GRAV-     979,862.3   (mgal)                       NAVD 88
 GC1750
 GC1750  VERT ORDER  -  FIRST     CLASS I
 GC1750
 GC1750.The horizontal coordinates were scaled from a topographic map and have
 GC1750.an estimated accuracy of +/- 6 seconds.
 GC1750
 GC1750.The orthometric height was determined by differential leveling
 GC1750.and adjusted by the National Geodetic Survey in June 1991..
 GC1750
 GC1750.The geoid height was determined by GEOID03.
 GC1750
 GC1750.The dynamic height is computed by dividing the NAVD 88
 GC1750.geopotential number by the normal gravity value computed on the
 GC1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1750.degrees latitude (g = 980.6199 gals.).
 GC1750
 GC1750.The modeled gravity was interpolated from observed gravity values.
 GC1750
 GC1750;                    North         East    Units  Estimated Accuracy
 GC1750;SPC KY1Z     - 1,074,630.    1,319,310.      MT  (+/- 180 meters Scaled)
 GC1750
 GC1750                          SUPERSEDED SURVEY CONTROL
 GC1750
 GC1750  NGVD 29 (??/??/92)  137.769  (m)          452.00   (f) ADJ UNCH    1 1
 GC1750
 GC1750.Superseded values are not recommended for survey control.
 GC1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1750.See file dsdata.txt to determine how the superseded data were derived.
 GC1750
 GC1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF306938(NAD 83)
 GC1750_MARKER: DD = SURVEY DISK
 GC1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1750_STAMPING: 452 98 JWM 1949
 GC1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1750+STABILITY: SURFACE MOTION
 GC1750
 GC1750  HISTORY     - Date     Condition        Report By
 GC1750  HISTORY     - 1949     MONUMENTED       USGS
 GC1750  HISTORY     - 1968     GOOD             NGS
 GC1750
 GC1750                          STATION DESCRIPTION
 GC1750
 GC1750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1750'12.2 MI NW FROM GRACEY.
 GC1750'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1750'STATION AT GRACEY, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 68
 GC1750'AND STATE HIGHWAY 80, THENCE 2.7 MILES NORTHWEST ALONG STATE
 GC1750'HIGHWAY 128, THENCE 7.95 MILES NORTHWEST ALONG THE ILLINOIS
 GC1750'CENTRAL RAILROAD, THENCE 0.15 MILE SOUTH ALONG STATE HIGHWAY 672,
 GC1750'0.15 MILE SOUTH OF THE POST OFFICE AT COBB, 58 FEET NORTH OF THE
 GC1750'CENTER OF THE INTERSECTION OF THE HIGHWAY AND STATE HIGHWAYS 126
 GC1750'AND 128, 23 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 672,
 GC1750'138 FEET WEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF
 GC1750'A PORCH ON A FRAME HOUSE, 4.7 FEET NORTHWEST OF A METAL STOP SIGN,
 GC1750'3 1/2 FEET NORTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER
 GC1750'POST WHICH READS 0+12 BEGIN S 446 (2), ABOUT LEVEL WITH THE
 GC1750'HIGHWAYS, AND A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A
 GC1750'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0785 ***********************************************************************
 HA0785  DESIGNATION -  457
 HA0785  PID         -  HA0785
 HA0785  STATE/COUNTY-  KY/MUHLENBERG
 HA0785  USGS QUAD   -  CENTRAL CITY WEST (1983)
 HA0785
 HA0785                         *CURRENT SURVEY CONTROL
 HA0785  ___________________________________________________________________
 HA0785* NAD 83(1986)-  37 20 17.     (N)    087 08 27.     (W)     SCALED    
 HA0785* NAVD 88     -       138.800  (meters)     455.38   (feet)  ADJUSTED  
 HA0785  ___________________________________________________________________
 HA0785  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 HA0785  DYNAMIC HT  -         138.696 (meters)     455.04  (feet)  COMP
 HA0785  MODELED GRAV-     979,882.7   (mgal)                       NAVD 88
 HA0785
 HA0785  VERT ORDER  -  SECOND    CLASS 0
 HA0785
 HA0785.The horizontal coordinates were scaled from a topographic map and have
 HA0785.an estimated accuracy of +/- 6 seconds.
 HA0785
 HA0785.The orthometric height was determined by differential leveling
 HA0785.and adjusted by the National Geodetic Survey in June 1991..
 HA0785
 HA0785.The geoid height was determined by GEOID03.
 HA0785
 HA0785.The dynamic height is computed by dividing the NAVD 88
 HA0785.geopotential number by the normal gravity value computed on the
 HA0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0785.degrees latitude (g = 980.6199 gals.).
 HA0785
 HA0785.The modeled gravity was interpolated from observed gravity values.
 HA0785
 HA0785;                    North         East    Units  Estimated Accuracy
 HA0785;SPC KY1Z     - 1,112,430.    1,376,760.      MT  (+/- 180 meters Scaled)
 HA0785
 HA0785                          SUPERSEDED SURVEY CONTROL
 HA0785
 HA0785  NGVD 29 (??/??/92)  138.903  (m)          455.72   (f) ADJ UNCH    2 0
 HA0785
 HA0785.Superseded values are not recommended for survey control.
 HA0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0785.See file dsdata.txt to determine how the superseded data were derived.
 HA0785
 HA0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG875323(NAD 83)
 HA0785_MARKER: DD = SURVEY DISK
 HA0785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0785_SP_SET: BUILDING
 HA0785_STAMPING: 457 1907 KENTUCKY
 HA0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0785
 HA0785  HISTORY     - Date     Condition        Report By
 HA0785  HISTORY     - 1907     MONUMENTED       USGS
 HA0785  HISTORY     - 1943     GOOD             NGS
 HA0785
 HA0785                          STATION DESCRIPTION
 HA0785
 HA0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0785'AT SOUTH CARROLLTON.
 HA0785'AT SOUTH CARROLLTON, MUHLENBERG COUNTY, ON STATE HIGHWAY 81,
 HA0785'AT THE METHODIST CHURCH, IN THE SOUTHWEST FOUNDATION WALL, IN
 HA0785'THE CENTER OF THE SECOND SANDSTONE BLOCK FROM THE SOUTH CORNER
 HA0785'OF THE CHURCH, 47.8 FEET NORTHEAST OF THE CENTERLINE OF STATE
 HA0785'HIGHWAY 81, 26.6 FEET SOUTHEAST OF THE SOUTHWEST ENTRANCE DOOR
 HA0785'TO THE CHURCH, 0.4 FOOT BELOW THE BOTTOM OF THE WOODEN BASEBOARD,
 HA0785'LEVEL WITH THE HIGHWAY, AND 0.8 FOOT ABOVE THE GROUND.  A
 HA0785'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 457 1907
 HA0785'KENTUCKY AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0349 ***********************************************************************
 HA0349  DESIGNATION -  457.6
 HA0349  PID         -  HA0349
 HA0349  STATE/COUNTY-  KY/GRAYSON
 HA0349  USGS QUAD   -  SPRING LICK (1971)
 HA0349
 HA0349                         *CURRENT SURVEY CONTROL
 HA0349  ___________________________________________________________________
 HA0349* NAD 83(1986)-  37 26 32.     (N)    086 34 36.     (W)     SCALED    
 HA0349* NAVD 88     -       139.111  (meters)     456.40   (feet)  ADJUSTED  
 HA0349  ___________________________________________________________________
 HA0349  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 HA0349  DYNAMIC HT  -         139.007 (meters)     456.06  (feet)  COMP
 HA0349  MODELED GRAV-     979,880.6   (mgal)                       NAVD 88
 HA0349
 HA0349  VERT ORDER  -  SECOND    CLASS 0
 HA0349
 HA0349.The horizontal coordinates were scaled from a topographic map and have
 HA0349.an estimated accuracy of +/- 6 seconds.
 HA0349
 HA0349.The orthometric height was determined by differential leveling
 HA0349.and adjusted by the National Geodetic Survey in June 1991..
 HA0349
 HA0349.The geoid height was determined by GEOID03.
 HA0349
 HA0349.The dynamic height is computed by dividing the NAVD 88
 HA0349.geopotential number by the normal gravity value computed on the
 HA0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0349.degrees latitude (g = 980.6199 gals.).
 HA0349
 HA0349.The modeled gravity was interpolated from observed gravity values.
 HA0349
 HA0349;                    North         East    Units  Estimated Accuracy
 HA0349;SPC KY1Z     - 1,123,390.    1,426,850.      MT  (+/- 180 meters Scaled)
 HA0349
 HA0349                          SUPERSEDED SURVEY CONTROL
 HA0349
 HA0349  NGVD 29 (??/??/92)  139.228  (m)          456.78   (f) ADJ UNCH    2 0
 HA0349
 HA0349.Superseded values are not recommended for survey control.
 HA0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0349.See file dsdata.txt to determine how the superseded data were derived.
 HA0349
 HA0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG374440(NAD 83)
 HA0349_MARKER: Q = CHISELED SQUARE
 HA0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0349_SP_SET: BRIDGE
 HA0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0349
 HA0349  HISTORY     - Date     Condition        Report By
 HA0349  HISTORY     - UNK      MONUMENTED       USGS
 HA0349  HISTORY     - 1935     GOOD             NGS
 HA0349
 HA0349                          STATION DESCRIPTION
 HA0349
 HA0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0349'1.3 MI W FROM SPRING LICK.
 HA0349'1.3 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0349'STATION AT SPRING LICK, GRAYSON COUNTY, 290 FEET WEST OF MILEPOST
 HA0349'L 89, AT BRIDGE 589 1, ON THE TOP OF THE SOUTHWEST CORNER OF THE
 HA0349'NORTHWEST WING WALL, 5.5 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 HA0349'1/2 FOOT LOWER THAN THE TRACK.  A 1-1/4-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1410 ***********************************************************************
 HZ1410  DESIGNATION -  458
 HZ1410  PID         -  HZ1410
 HZ1410  STATE/COUNTY-  KY/JEFFERSON
 HZ1410  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1410
 HZ1410                         *CURRENT SURVEY CONTROL
 HZ1410  ___________________________________________________________________
 HZ1410* NAD 83(1986)-  38 11 29.     (N)    085 48 27.     (W)     SCALED    
 HZ1410* NAVD 88     -       139.319  (meters)     457.08   (feet)  ADJUSTED  
 HZ1410  ___________________________________________________________________
 HZ1410  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HZ1410  DYNAMIC HT  -         139.225 (meters)     456.77  (feet)  COMP
 HZ1410  MODELED GRAV-     979,950.8   (mgal)                       NAVD 88
 HZ1410
 HZ1410  VERT ORDER  -  FIRST     CLASS II
 HZ1410
 HZ1410.The horizontal coordinates were scaled from a topographic map and have
 HZ1410.an estimated accuracy of +/- 6 seconds.
 HZ1410
 HZ1410.The orthometric height was determined by differential leveling
 HZ1410.and adjusted by the National Geodetic Survey in June 1991..
 HZ1410
 HZ1410.The geoid height was determined by GEOID03.
 HZ1410
 HZ1410.The dynamic height is computed by dividing the NAVD 88
 HZ1410.geopotential number by the normal gravity value computed on the
 HZ1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1410.degrees latitude (g = 980.6199 gals.).
 HZ1410
 HZ1410.The modeled gravity was interpolated from observed gravity values.
 HZ1410
 HZ1410;                    North         East    Units  Estimated Accuracy
 HZ1410;SPC KY1Z     - 1,206,210.    1,494,960.      MT  (+/- 180 meters Scaled)
 HZ1410
 HZ1410                          SUPERSEDED SURVEY CONTROL
 HZ1410
 HZ1410  NGVD 29 (??/??/92)  139.463  (m)          457.55   (f) ADJ UNCH    1 2
 HZ1410
 HZ1410.Superseded values are not recommended for survey control.
 HZ1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1410.See file dsdata.txt to determine how the superseded data were derived.
 HZ1410
 HZ1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH044277(NAD 83)
 HZ1410_MARKER: DD = SURVEY DISK
 HZ1410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1410_SP_SET: WATER TABLE
 HZ1410_STAMPING: KENTUCKY 458 ADJ 1903
 HZ1410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1410
 HZ1410  HISTORY     - Date     Condition        Report By
 HZ1410  HISTORY     - 1903     MONUMENTED       USGS
 HZ1410  HISTORY     - 1953     GOOD             NGS
 HZ1410  HISTORY     - 1961     GOOD             NGS
 HZ1410
 HZ1410                          STATION DESCRIPTION
 HZ1410
 HZ1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HZ1410'5.5 MI S FROM LOUISVILLE.
 HZ1410'ABOUT 5 1/2 MILES SOUTH OF LOUISVILLE, AT SHIVELY, IN THE
 HZ1410'SOUTHEAST QUARTER OF THE INTERSECTION OF DIXIE HIGHWAY AND
 HZ1410'CRUMS LANE, SET VERTICALLY IN THE WATER TABLE OF THE WEST WALL
 HZ1410'OF ST. HELENS CHURCH, 1 FOOT NORTH OF THE SOUTHWEST CORNER
 HZ1410'OF THE BUILDING AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE
 HZ1410'SIDEWALK.
 HZ1410
 HZ1410                          STATION RECOVERY (1961)
 HZ1410
 HZ1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HZ1410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0920 ***********************************************************************
 HZ0920  DESIGNATION -  458
 HZ0920  PID         -  HZ0920
 HZ0920  STATE/COUNTY-  KY/CARROLL
 HZ0920  USGS QUAD   -  CARROLLTON (1994)
 HZ0920
 HZ0920                         *CURRENT SURVEY CONTROL
 HZ0920  ___________________________________________________________________
 HZ0920* NAD 83(1986)-  38 42 02.     (N)    085 13 45.     (W)     SCALED    
 HZ0920* NAVD 88     -       139.408  (meters)     457.37   (feet)  ADJUSTED  
 HZ0920  ___________________________________________________________________
 HZ0920  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0920  DYNAMIC HT  -         139.316 (meters)     457.07  (feet)  COMP
 HZ0920  MODELED GRAV-     979,970.7   (mgal)                       NAVD 88
 HZ0920
 HZ0920  VERT ORDER  -  FIRST     CLASS II
 HZ0920
 HZ0920.The horizontal coordinates were scaled from a topographic map and have
 HZ0920.an estimated accuracy of +/- 6 seconds.
 HZ0920
 HZ0920.The orthometric height was determined by differential leveling
 HZ0920.and adjusted by the National Geodetic Survey in June 1991..
 HZ0920
 HZ0920.The geoid height was determined by GEOID03.
 HZ0920
 HZ0920.The dynamic height is computed by dividing the NAVD 88
 HZ0920.geopotential number by the normal gravity value computed on the
 HZ0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0920.degrees latitude (g = 980.6199 gals.).
 HZ0920
 HZ0920.The modeled gravity was interpolated from observed gravity values.
 HZ0920
 HZ0920;                    North         East    Units  Estimated Accuracy
 HZ0920;SPC KY1Z     - 1,262,860.    1,545,310.      MT  (+/- 180 meters Scaled)
 HZ0920
 HZ0920                          SUPERSEDED SURVEY CONTROL
 HZ0920
 HZ0920  NGVD 29 (??/??/92)  139.582  (m)          457.95   (f) ADJ UNCH    1 2
 HZ0920
 HZ0920.Superseded values are not recommended for survey control.
 HZ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0920.See file dsdata.txt to determine how the superseded data were derived.
 HZ0920
 HZ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH539850(NAD 83)
 HZ0920_MARKER: DD = SURVEY DISK
 HZ0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0920_STAMPING: 458
 HZ0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0920+STABILITY: SURFACE MOTION
 HZ0920
 HZ0920  HISTORY     - Date     Condition        Report By
 HZ0920  HISTORY     - UNK      MONUMENTED       USGS
 HZ0920  HISTORY     - 1964     GOOD             NGS
 HZ0920
 HZ0920                          STATION DESCRIPTION
 HZ0920
 HZ0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0920'3.4 MI W FROM CARROLLTON.
 HZ0920'1.7 MILES WEST ALONG U.S. HIGHWAY 42 FROM THE COURTHOUSE IN
 HZ0920'CARROLLTON, THENCE ABOUT 1.65 MILES NORTHWEST ALONG STATE HIGHWAY
 HZ0920'36, AT THE JUNCTION OF A GRAVELED ROAD LEADING SOUTHWEST, DOWN
 HZ0920'A STEEP BAK.  IT IS IN THE NORTHWEST CORNER OF A SMALL CULTIVATED
 HZ0920'FIELD, 45 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 HZ0920'OF THE GRAVELED ROAD, 58 FEET SOUTH OF THE INTERSECTION OF THE
 HZ0920'TWO ROADS, 36 FEET NORTH-NORTHWEST OF AN 8-INCH BOX ALDER TREE,
 HZ0920'35 FEET WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY 36, 12 1/2
 HZ0920'FEET NORTHWEST OF A TELEPHONE POLE AND SET IN THE TOP OF A CONCRETE
 HZ0920'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1517 ***********************************************************************
 HZ1517  DESIGNATION -  462.3
 HZ1517  PID         -  HZ1517
 HZ1517  STATE/COUNTY-  KY/JEFFERSON
 HZ1517  USGS QUAD   -  ANCHORAGE (1987)
 HZ1517
 HZ1517                         *CURRENT SURVEY CONTROL
 HZ1517  ___________________________________________________________________
 HZ1517* NAD 83(1986)-  38 21 43.     (N)    085 37 01.     (W)     SCALED    
 HZ1517* NAVD 88     -       140.686  (meters)     461.57   (feet)  ADJUSTED  
 HZ1517  ___________________________________________________________________
 HZ1517  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HZ1517  DYNAMIC HT  -         140.592 (meters)     461.26  (feet)  COMP
 HZ1517  MODELED GRAV-     979,958.4   (mgal)                       NAVD 88
 HZ1517
 HZ1517  VERT ORDER  -  FIRST     CLASS II
 HZ1517
 HZ1517.The horizontal coordinates were scaled from a topographic map and have
 HZ1517.an estimated accuracy of +/- 6 seconds.
 HZ1517
 HZ1517.The orthometric height was determined by differential leveling
 HZ1517.and adjusted by the National Geodetic Survey in June 1991..
 HZ1517
 HZ1517.The geoid height was determined by GEOID03.
 HZ1517
 HZ1517.The dynamic height is computed by dividing the NAVD 88
 HZ1517.geopotential number by the normal gravity value computed on the
 HZ1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1517.degrees latitude (g = 980.6199 gals.).
 HZ1517
 HZ1517.The modeled gravity was interpolated from observed gravity values.
 HZ1517
 HZ1517;                    North         East    Units  Estimated Accuracy
 HZ1517;SPC KY1Z     - 1,225,150.    1,511,630.      MT  (+/- 180 meters Scaled)
 HZ1517
 HZ1517                          SUPERSEDED SURVEY CONTROL
 HZ1517
 HZ1517  NGVD 29 (??/??/92)  140.843  (m)          462.08   (f) ADJ UNCH    1 2
 HZ1517
 HZ1517.Superseded values are not recommended for survey control.
 HZ1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1517.See file dsdata.txt to determine how the superseded data were derived.
 HZ1517
 HZ1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH208468(NAD 83)
 HZ1517_MARKER: S = SPIKE
 HZ1517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1517_SP_SET: BEECH TREE ROOT
 HZ1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1517
 HZ1517  HISTORY     - Date     Condition        Report By
 HZ1517  HISTORY     - UNK      MONUMENTED       USGS
 HZ1517  HISTORY     - 1954     GOOD             NGS
 HZ1517  HISTORY     - 19980321 MARK NOT FOUND   USPSQD
 HZ1517
 HZ1517                          STATION DESCRIPTION
 HZ1517
 HZ1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1517'0.5 MI NW FROM PROSPECT.
 HZ1517'ABOUT 0.5 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HZ1517'OFFICE AND JUNCTION OF U.S. HIGHWAY 42 AT PROSPECT, ABOUT 0.15
 HZ1517'MILE NORTHWEST OF GREENCASTLE BAPTIST CHURCH, AT THE JUNCTION OF
 HZ1517'A PRIVATE ROAD WEST, 17 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 HZ1517'32 FEET SOUTH OF CENTER LINE OF ROAD WEST, AND IS A SPIKE
 HZ1517'(ABOUT 60-PENNY) IN THE NORTH ROOT OF A 40-INCH BEECH TREE
 HZ1517'(THE ROOT EXTENDS NORTH UNDER A BOARD FENCE, 1/2 FOOT NORTH OF
 HZ1517'BOARD FENCE AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.  NOTE-- THIS
 HZ1517'MARK SHOULD BE USED WITH CAUTION.  THE SPIKE PROJECTS ABOUT 2 1/2
 HZ1517'INCHES OUT OF ROOT AND IS BENT TO THE SOUTHWEST.
 HZ1517
 HZ1517                          STATION RECOVERY (1998)
 HZ1517
 HZ1517'RECOVERY NOTE BY US POWER SQUADRON 1998
 HZ1517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0357 ***********************************************************************
 HA0357  DESIGNATION -  466.7
 HA0357  PID         -  HA0357
 HA0357  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0357  USGS QUAD   -  GLEN DEAN (1993)
 HA0357
 HA0357                         *CURRENT SURVEY CONTROL
 HA0357  ___________________________________________________________________
 HA0357* NAD 83(1986)-  37 39 12.     (N)    086 32 30.     (W)     SCALED    
 HA0357* NAVD 88     -       142.043  (meters)     466.02   (feet)  POSTED    
 HA0357  ___________________________________________________________________
 HA0357  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HA0357  DYNAMIC HT  -         141.940 (meters)     465.68  (feet)  COMP
 HA0357  MODELED GRAV-     979,907.1   (mgal)                       NAVD 88
 HA0357
 HA0357  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 HA0357
 HA0357.The horizontal coordinates were scaled from a topographic map and have
 HA0357.an estimated accuracy of +/- 6 seconds.
 HA0357
 HA0357.The orthometric height was determined by differential leveling
 HA0357.and adjusted by the National Geodetic Survey in 1992..
 HA0357.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 HA0357.rate greater than 8.0 mm/km.
 HA0357
 HA0357.The geoid height was determined by GEOID03.
 HA0357
 HA0357.The dynamic height is computed by dividing the NAVD 88
 HA0357.geopotential number by the normal gravity value computed on the
 HA0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0357.degrees latitude (g = 980.6199 gals.).
 HA0357
 HA0357.The modeled gravity was interpolated from observed gravity values.
 HA0357
 HA0357;                    North         East    Units  Estimated Accuracy
 HA0357;SPC KY1Z     - 1,146,790.    1,430,150.      MT  (+/- 180 meters Scaled)
 HA0357
 HA0357                          SUPERSEDED SURVEY CONTROL
 HA0357
 HA0357  NGVD 29 (??/??/92)  142.190  (m)          466.50   (f) ADJ UNCH    2 0
 HA0357
 HA0357.Superseded values are not recommended for survey control.
 HA0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0357.See file dsdata.txt to determine how the superseded data were derived.
 HA0357
 HA0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG404674(NAD 83)
 HA0357_MARKER: Q = CHISELED SQUARE
 HA0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0357_SP_SET: BUILDING
 HA0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0357
 HA0357  HISTORY     - Date     Condition        Report By
 HA0357  HISTORY     - UNK      MONUMENTED       USGS
 HA0357  HISTORY     - 1935     GOOD             NGS
 HA0357
 HA0357                          STATION DESCRIPTION
 HA0357
 HA0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0357'AT GLEN DEAN.
 HA0357'AT GLEN DEAN, BRECKINRIDGE COUNTY, ON THE ABANDONED LOUISVILLE
 HA0357'AND NASHVILLE RAILROAD, ON THE CONCRETE RETAINING WALL IN FRONT
 HA0357'OF THE FORMER STATION TICKET-OFFICE WINDOW, 12 FEET WEST OF THE
 HA0357'WEST SIDE OF THE STATION, 3 FEET EAST OF THE ROADBED, AND ABOUT
 HA0357'ONE FOOT HIGHER THAN THE ROADBED.  A 2-1/4-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0329 ***********************************************************************
 HA0329  DESIGNATION -  468
 HA0329  PID         -  HA0329
 HA0329  STATE/COUNTY-  KY/BUTLER
 HA0329  USGS QUAD   -  MORGANTOWN (1973)
 HA0329
 HA0329                         *CURRENT SURVEY CONTROL
 HA0329  ___________________________________________________________________
 HA0329* NAD 83(1986)-  37 08 16.     (N)    086 39 23.     (W)     SCALED    
 HA0329* NAVD 88     -       142.194  (meters)     466.51   (feet)  ADJUSTED  
 HA0329  ___________________________________________________________________
 HA0329  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HA0329  DYNAMIC HT  -         142.083 (meters)     466.15  (feet)  COMP
 HA0329  MODELED GRAV-     979,852.9   (mgal)                       NAVD 88
 HA0329
 HA0329  VERT ORDER  -  SECOND    CLASS 0
 HA0329
 HA0329.The horizontal coordinates were scaled from a topographic map and have
 HA0329.an estimated accuracy of +/- 6 seconds.
 HA0329
 HA0329.The orthometric height was determined by differential leveling
 HA0329.and adjusted by the National Geodetic Survey in June 1991..
 HA0329.WARNING-Repeat measurements at this control monument indicate possible
 HA0329.vertical movement.
 HA0329
 HA0329.The geoid height was determined by GEOID03.
 HA0329
 HA0329.The dynamic height is computed by dividing the NAVD 88
 HA0329.geopotential number by the normal gravity value computed on the
 HA0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0329.degrees latitude (g = 980.6199 gals.).
 HA0329
 HA0329.The modeled gravity was interpolated from observed gravity values.
 HA0329
 HA0329;                    North         East    Units  Estimated Accuracy
 HA0329;SPC KY1Z     - 1,089,670.    1,419,470.      MT  (+/- 180 meters Scaled)
 HA0329
 HA0329                          SUPERSEDED SURVEY CONTROL
 HA0329
 HA0329  NGVD 29 (??/??/92)  142.313  (m)          466.91   (f) ADJ UNCH    2 0
 HA0329
 HA0329.Superseded values are not recommended for survey control.
 HA0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0329.See file dsdata.txt to determine how the superseded data were derived.
 HA0329
 HA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG305102(NAD 83)
 HA0329_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0329_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0329_STAMPING: KY 468
 HA0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0329
 HA0329  HISTORY     - Date     Condition        Report By
 HA0329  HISTORY     - UNK      MONUMENTED       CGS
 HA0329  HISTORY     - 1940     GOOD             NGS
 HA0329
 HA0329                          STATION DESCRIPTION
 HA0329
 HA0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HA0329'1.9 MI NW FROM NEEDMORE.
 HA0329'1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 231 FROM NEEDMORE, BUTLER
 HA0329'COUNTY, 110 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE S.W.
 HA0329'HAYNES HOUSE, 65 YARDS EAST OF THE NORTHEAST CORNER OF A BARN,
 HA0329'99.2 FEET SOUTHWEST OF BENCH MARK T 73 DESCRIBED BELOW, 143.7
 HA0329'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 25.9 FEET
 HA0329'SOUTHEAST OF A DRIVE LEADING TO A GARAGE, 6 FEET NORTH OF A
 HA0329'12-INCH TREE, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A
 HA0329'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED KY 468
 HA0329'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 HA0329'14 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0464 ***********************************************************************
 JZ0464  DESIGNATION -  469.7
 JZ0464  PID         -  JZ0464
 JZ0464  STATE/COUNTY-  KY/CAMPBELL
 JZ0464  USGS QUAD   -  NEWPORT (1987)
 JZ0464
 JZ0464                         *CURRENT SURVEY CONTROL
 JZ0464  ___________________________________________________________________
 JZ0464* NAD 83(1986)-  39 05 41.     (N)    084 29 41.     (W)     SCALED    
 JZ0464* NAVD 88     -       152.232  (meters)     499.45   (feet)  ADJUSTED  
 JZ0464  ___________________________________________________________________
 JZ0464  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0464  DYNAMIC HT  -         152.136 (meters)     499.13  (feet)  COMP
 JZ0464  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 JZ0464
 JZ0464  VERT ORDER  -  FIRST     CLASS II
 JZ0464
 JZ0464.The horizontal coordinates were scaled from a topographic map and have
 JZ0464.an estimated accuracy of +/- 6 seconds.
 JZ0464
 JZ0464.The orthometric height was determined by differential leveling
 JZ0464.and adjusted by the National Geodetic Survey in June 1991..
 JZ0464
 JZ0464.The geoid height was determined by GEOID03.
 JZ0464
 JZ0464.The dynamic height is computed by dividing the NAVD 88
 JZ0464.geopotential number by the normal gravity value computed on the
 JZ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0464.degrees latitude (g = 980.6199 gals.).
 JZ0464
 JZ0464.The modeled gravity was interpolated from observed gravity values.
 JZ0464
 JZ0464;                    North         East    Units  Estimated Accuracy
 JZ0464;SPC KY1Z     - 1,307,220.    1,608,610.      MT  (+/- 180 meters Scaled)
 JZ0464
 JZ0464                          SUPERSEDED SURVEY CONTROL
 JZ0464
 JZ0464  NGVD 29 (??/??/92)  152.464  (m)          500.21   (f) ADJ UNCH    1 2
 JZ0464
 JZ0464.Superseded values are not recommended for survey control.
 JZ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0464.See file dsdata.txt to determine how the superseded data were derived.
 JZ0464
 JZ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ166302(NAD 83)
 JZ0464_MARKER: Q = CHISELED SQUARE
 JZ0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0464_SP_SET: STONE
 JZ0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0464+STABILITY: SURFACE MOTION
 JZ0464
 JZ0464  HISTORY     - Date     Condition        Report By
 JZ0464  HISTORY     - UNK      MONUMENTED       DOD
 JZ0464  HISTORY     - 1949     GOOD             NGS
 JZ0464  HISTORY     - 1966     GOOD             NGS
 JZ0464  HISTORY     - 20030513 MARK NOT FOUND   GEOCAC
 JZ0464
 JZ0464                          STATION DESCRIPTION
 JZ0464
 JZ0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0464'IN NEWPORT.
 JZ0464'AT NEWPORT, AT THE INTERSECTION OF 3RD AND SARATOGA STREETS, AT
 JZ0464'THE EXTREME SOUTHEAST END OF THE SOUTHWEST STONE CURBING OF
 JZ0464'STREET APPROACH TO THE LOUISVILLE AND NASHVILLE RAILROAD BRIDGE,
 JZ0464'A 1 1/2 BY 1 1/2 INCH OUTLINE SQUARE WITH LETTERING U S ON ITS
 JZ0464'NORTHEAST SIDE, IN THE TOP OF THE END STONE OF THE STONE CURBING,
 JZ0464'51 FEET SOUTHWEST OF THE CENTER LINE OF THE L AND N RR OVERPASS
 JZ0464'OVER 3RD STREET, 43.9 FEET NORTHWEST OF THE CENTER LINE OF 3RD
 JZ0464'STREET, AND 0.2 FOOT ABOVE THE LEVEL OF THE STREET APPROACH.
 JZ0464
 JZ0464                          STATION RECOVERY (1966)
 JZ0464
 JZ0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JZ0464'RECOVERED IN GOOD CONDITION.
 JZ0464
 JZ0464                          STATION RECOVERY (2003)
 JZ0464
 JZ0464'RECOVERY NOTE BY GEOCACHING 2003
 JZ0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0950 ***********************************************************************
 HZ0950  DESIGNATION -  470 56 FL
 HZ0950  PID         -  HZ0950
 HZ0950  STATE/COUNTY-  KY/CARROLL
 HZ0950  USGS QUAD   -  CARROLLTON (1994)
 HZ0950
 HZ0950                         *CURRENT SURVEY CONTROL
 HZ0950  ___________________________________________________________________
 HZ0950* NAD 83(1986)-  38 38 39.     (N)    085 08 58.     (W)     SCALED    
 HZ0950* NAVD 88     -       142.890  (meters)     468.80   (feet)  ADJUSTED  
 HZ0950  ___________________________________________________________________
 HZ0950  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ0950  DYNAMIC HT  -         142.797 (meters)     468.49  (feet)  COMP
 HZ0950  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 HZ0950
 HZ0950  VERT ORDER  -  SECOND    CLASS 0
 HZ0950
 HZ0950.The horizontal coordinates were scaled from a topographic map and have
 HZ0950.an estimated accuracy of +/- 6 seconds.
 HZ0950
 HZ0950.The orthometric height was determined by differential leveling
 HZ0950.and adjusted by the National Geodetic Survey in June 1991..
 HZ0950.WARNING-Repeat measurements at this control monument indicate possible
 HZ0950.vertical movement.
 HZ0950
 HZ0950.The geoid height was determined by GEOID03.
 HZ0950
 HZ0950.The dynamic height is computed by dividing the NAVD 88
 HZ0950.geopotential number by the normal gravity value computed on the
 HZ0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0950.degrees latitude (g = 980.6199 gals.).
 HZ0950
 HZ0950.The modeled gravity was interpolated from observed gravity values.
 HZ0950
 HZ0950;                    North         East    Units  Estimated Accuracy
 HZ0950;SPC KY1Z     - 1,256,640.    1,552,280.      MT  (+/- 180 meters Scaled)
 HZ0950
 HZ0950                          SUPERSEDED SURVEY CONTROL
 HZ0950
 HZ0950  NGVD 29 (??/??/92)  143.091  (m)          469.46   (f) ADJ UNCH    2 0
 HZ0950
 HZ0950.Superseded values are not recommended for survey control.
 HZ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0950.See file dsdata.txt to determine how the superseded data were derived.
 HZ0950
 HZ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH610789(NAD 83)
 HZ0950_MARKER: DD = SURVEY DISK
 HZ0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0950_STAMPING: 470 56 FL 1950
 HZ0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0950+STABILITY: SURFACE MOTION
 HZ0950
 HZ0950  HISTORY     - Date     Condition        Report By
 HZ0950  HISTORY     - 1950     MONUMENTED       USGS
 HZ0950  HISTORY     - 1949     GOOD             NGS
 HZ0950  HISTORY     - 1964     GOOD             NGS
 HZ0950  HISTORY     - 20030307 MARK NOT FOUND   KYDT
 HZ0950
 HZ0950                          STATION DESCRIPTION
 HZ0950
 HZ0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0950'2 MI NW FROM ENGLISH.
 HZ0950'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 389 FROM THE CROSSING
 HZ0950'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT ENGLISH, AT THE
 HZ0950'RESIDENCE OF NOAH BATTS, 150 FEET NORTHWEST OF THE NORTHWEST
 HZ0950'CORNER OF THE HOUSE, 34 FEET SOUTH OF THE CENTER LINE OF THE
 HZ0950'HIGHWAY, 28 FEET NORTH OF BM L 141 (U.S.C. AND G.S.), 2 1/2 FEET
 HZ0950'EAST OF A FENCE CORNER, ABOUT LEVEL WITH THE HIGHAY AND SET IN
 HZ0950'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HZ0950
 HZ0950                          STATION RECOVERY (1964)
 HZ0950
 HZ0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0950'RECOVERED IN GOOD CONDITION.
 HZ0950
 HZ0950                          STATION RECOVERY (2003)
 HZ0950
 HZ0950'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0640 ***********************************************************************
 JZ0640  DESIGNATION -  470.5
 JZ0640  PID         -  JZ0640
 JZ0640  STATE/COUNTY-  KY/KENTON
 JZ0640  USGS QUAD   -  COVINGTON (1987)
 JZ0640
 JZ0640                         *CURRENT SURVEY CONTROL
 JZ0640  ___________________________________________________________________
 JZ0640* NAD 83(1986)-  39 05 26.     (N)    084 30 31.     (W)     SCALED    
 JZ0640* NAVD 88     -       147.248  (meters)     483.10   (feet)  ADJUSTED  
 JZ0640  ___________________________________________________________________
 JZ0640  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0640  DYNAMIC HT  -         147.155 (meters)     482.79  (feet)  COMP
 JZ0640  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JZ0640
 JZ0640  VERT ORDER  -  FIRST     CLASS II
 JZ0640
 JZ0640.The horizontal coordinates were scaled from a topographic map and have
 JZ0640.an estimated accuracy of +/- 6 seconds.
 JZ0640
 JZ0640.The orthometric height was determined by differential leveling
 JZ0640.and adjusted by the National Geodetic Survey in June 1991..
 JZ0640
 JZ0640.The geoid height was determined by GEOID03.
 JZ0640
 JZ0640.The dynamic height is computed by dividing the NAVD 88
 JZ0640.geopotential number by the normal gravity value computed on the
 JZ0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0640.degrees latitude (g = 980.6199 gals.).
 JZ0640
 JZ0640.The modeled gravity was interpolated from observed gravity values.
 JZ0640
 JZ0640;                    North         East    Units  Estimated Accuracy
 JZ0640;SPC KY1Z     - 1,306,740.    1,607,410.      MT  (+/- 180 meters Scaled)
 JZ0640
 JZ0640                          SUPERSEDED SURVEY CONTROL
 JZ0640
 JZ0640  NGVD 29 (??/??/92)  147.480  (m)          483.86   (f) ADJ UNCH    1 2
 JZ0640
 JZ0640.Superseded values are not recommended for survey control.
 JZ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0640.See file dsdata.txt to determine how the superseded data were derived.
 JZ0640
 JZ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ154297(NAD 83)
 JZ0640_MARKER: Z = SEE DESCRIPTION
 JZ0640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0640_SP_SET: ABUTMENT
 JZ0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0640
 JZ0640  HISTORY     - Date     Condition        Report By
 JZ0640  HISTORY     - UNK      MONUMENTED       DOD
 JZ0640  HISTORY     - 1949     GOOD             NGS
 JZ0640  HISTORY     - 1985     MARK NOT FOUND   NGS
 JZ0640
 JZ0640                          STATION DESCRIPTION
 JZ0640
 JZ0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0640'AT COVINGTON.
 JZ0640'AT COVINGTON, IN THE NORTH FACE OF STONE ABUTMENT OF SUSPENSION
 JZ0640'BRIDGE ACROSS THE OHIO RIVER, A DOT IN THE CENTER OF A 2-INCH
 JZ0640'TRIANGLE AND SURROUNDED BY LETTERS U S H, 24 FEET SOUTH OF THE
 JZ0640'CENTER LINE OF 1ST STREET, 8 INCHES ABOVE THE GROUND AND IN LINE
 JZ0640'WITH THE EAST FACE OF THE ABUTMENT, 5 INCHES LOWER AND 6 INCHES
 JZ0640'EAST OF USE DISK STAMPED BASE E AND 1 FOOT ABOVE THE LEVEL OF
 JZ0640'1ST STREET.
 JZ0640
 JZ0640                          STATION RECOVERY (1985)
 JZ0640
 JZ0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0640'NOT RECOVERED, A FLOOD WALL HAS BEEN CONSTRUCTED AT THE DESCRIBED
 JZ0640'LOCATION AND ATTACHED TO THE NORTH ABUTMENT OF THE SUSPENSION BRIDGE,
 JZ0640'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1740 ***********************************************************************
 GC1740  DESIGNATION -  471 B 8
 GC1740  PID         -  GC1740
 GC1740  STATE/COUNTY-  KY/TRIGG
 GC1740  USGS QUAD   -  GRACEY (1974)
 GC1740
 GC1740                         *CURRENT SURVEY CONTROL
 GC1740  ___________________________________________________________________
 GC1740* NAD 83(1986)-  36 56 53.     (N)    087 41 59.     (W)     SCALED    
 GC1740* NAVD 88     -       143.425  (meters)     470.55   (feet)  ADJUSTED  
 GC1740  ___________________________________________________________________
 GC1740  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC1740  DYNAMIC HT  -         143.315 (meters)     470.19  (feet)  COMP
 GC1740  MODELED GRAV-     979,857.9   (mgal)                       NAVD 88
 GC1740
 GC1740  VERT ORDER  -  FIRST     CLASS I
 GC1740
 GC1740.The horizontal coordinates were scaled from a topographic map and have
 GC1740.an estimated accuracy of +/- 6 seconds.
 GC1740
 GC1740.The orthometric height was determined by differential leveling
 GC1740.and adjusted by the National Geodetic Survey in June 1991..
 GC1740
 GC1740.The geoid height was determined by GEOID03.
 GC1740
 GC1740.The dynamic height is computed by dividing the NAVD 88
 GC1740.geopotential number by the normal gravity value computed on the
 GC1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1740.degrees latitude (g = 980.6199 gals.).
 GC1740
 GC1740.The modeled gravity was interpolated from observed gravity values.
 GC1740
 GC1740;                    North         East    Units  Estimated Accuracy
 GC1740;SPC KY1Z     - 1,070,040.    1,326,340.      MT  (+/- 180 meters Scaled)
 GC1740
 GC1740                          SUPERSEDED SURVEY CONTROL
 GC1740
 GC1740  NGVD 29 (??/??/92)  143.497  (m)          470.79   (f) ADJ UNCH    1 1
 GC1740
 GC1740.Superseded values are not recommended for survey control.
 GC1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1740.See file dsdata.txt to determine how the superseded data were derived.
 GC1740
 GC1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF376893(NAD 83)
 GC1740_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GC1740_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC1740_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC1740_STAMPING: 471 470.975
 GC1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1740
 GC1740  HISTORY     - Date     Condition        Report By
 GC1740  HISTORY     - UNK      MONUMENTED       USGS
 GC1740  HISTORY     - 1968     GOOD             NGS
 GC1740
 GC1740                          STATION DESCRIPTION
 GC1740
 GC1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1740'6.4 MI NW FROM GRACEY.
 GC1740'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1740'STATION AT GRACEY, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 68
 GC1740'AND STATE HIGHWAY 80, THENCE 2.7 MILES NORTHWEST ALONG STATE
 GC1740'HIGHWAY 128, THENCE 2.25 MILES NORTHWEST ALONG THE ILLINOIS
 GC1740'CENTRAL RAILROAD, 0.4 MILE SOUTHEAST OF MILEPOST 115, 318 YARDS
 GC1740'NORTHWEST OF THE NORTHWEST END OF A WOODEN RAILROAD TRESTLE,
 GC1740'45 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4.6 FEET SOUTH OF
 GC1740'THE MORE SOUTHERLY OF TWO VERTICAL RAILROAD TIES WHICH ARE USED
 GC1740'AS FENCE POSTS, 1 FOOT WEST OF A FENCE, 4.6 FEET SOUTH OF A
 GC1740'FENCE POST WHICH BEARS A METAL WITNESS SHIELD, ABOUT 3 FEET BELOW
 GC1740'THE LEVEL OF THE TRACK, A U.S. GEOLOGICAL SURVEY CAP ON TOP OF A
 GC1740'3-INCH PIPE WHICH PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0879 ***********************************************************************
 HA0879  DESIGNATION -  471 SHANK
 HA0879  PID         -  HA0879
 HA0879  STATE/COUNTY-  KY/CALDWELL
 HA0879  USGS QUAD   -  PRINCETON EAST (1967)
 HA0879
 HA0879                         *CURRENT SURVEY CONTROL
 HA0879  ___________________________________________________________________
 HA0879* NAD 83(1986)-  37 04 42.     (N)    087 51 12.     (W)     SCALED    
 HA0879* NAVD 88     -       143.392  (meters)     470.45   (feet)  POSTED    
 HA0879  ___________________________________________________________________
 HA0879  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HA0879  DYNAMIC HT  -         143.280 (meters)     470.08  (feet)  COMP
 HA0879  MODELED GRAV-     979,866.1   (mgal)                       NAVD 88
 HA0879
 HA0879  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 HA0879
 HA0879.The horizontal coordinates were scaled from a topographic map and have
 HA0879.an estimated accuracy of +/- 6 seconds.
 HA0879
 HA0879.The orthometric height was determined by differential leveling
 HA0879.and adjusted by the National Geodetic Survey in 1992..
 HA0879.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 HA0879.rate greater than 8.0 mm/km.
 HA0879
 HA0879.The geoid height was determined by GEOID03.
 HA0879
 HA0879.The dynamic height is computed by dividing the NAVD 88
 HA0879.geopotential number by the normal gravity value computed on the
 HA0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0879.degrees latitude (g = 980.6199 gals.).
 HA0879
 HA0879.The modeled gravity was interpolated from observed gravity values.
 HA0879
 HA0879;                    North         East    Units  Estimated Accuracy
 HA0879;SPC KY1Z     - 1,084,790.    1,312,990.      MT  (+/- 180 meters Scaled)
 HA0879
 HA0879                          SUPERSEDED SURVEY CONTROL
 HA0879
 HA0879  NGVD 29 (??/??/92)  143.46   (m)          470.7    (f) COMPUTED    1 2
 HA0879
 HA0879.Superseded values are not recommended for survey control.
 HA0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0879.See file dsdata.txt to determine how the superseded data were derived.
 HA0879
 HA0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG241039(NAD 83)
 HA0879_MARKER: DD = SURVEY DISK
 HA0879_SETTING: 66 = SET IN ROCK OUTCROP
 HA0879_SP_SET: ROCK LEDGE
 HA0879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0879+STABILITY: POSITION/ELEVATION WELL
 HA0879
 HA0879  HISTORY     - Date     Condition        Report By
 HA0879  HISTORY     - UNK      MONUMENTED       USGS
 HA0879  HISTORY     - 1949     GOOD             NGS
 HA0879
 HA0879                          STATION DESCRIPTION
 HA0879
 HA0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HA0879'2.7 MI SE FROM PRINCETON.
 HA0879'ABOUT 2.7 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 HA0879'FROM THE STATION AT PRINCETON, AT MILE POST E 102 AND TRESTLE
 HA0879'102.0, 1.4 FEET EAST OF USC AND GS BM M 135, IN THE TOP OF A
 HA0879'LONG NARROW ROCK LEDGE, 41.5 FEET WEST OF THE WEST RAIL AND
 HA0879'ABOUT 6 FEET BELOW THE TRACK.  NOTE-- THE ROD WAS HELD ON TOP
 HA0879'OF HOLE IN ROCK ABOVE REMAINING SHANK OF OLD MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0647 ***********************************************************************
 JZ0647  DESIGNATION -  474.0
 JZ0647  PID         -  JZ0647
 JZ0647  STATE/COUNTY-  KY/KENTON
 JZ0647  USGS QUAD   -  COVINGTON (1987)
 JZ0647
 JZ0647                         *CURRENT SURVEY CONTROL
 JZ0647  ___________________________________________________________________
 JZ0647* NAD 83(1986)-  39 05 02.     (N)    084 33 39.     (W)     SCALED    
 JZ0647* NAVD 88     -       149.363  (meters)     490.04   (feet)  ADJUSTED  
 JZ0647  ___________________________________________________________________
 JZ0647  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0647  DYNAMIC HT  -         149.268 (meters)     489.72  (feet)  COMP
 JZ0647  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 JZ0647
 JZ0647  VERT ORDER  -  FIRST     CLASS II
 JZ0647
 JZ0647.The horizontal coordinates were scaled from a topographic map and have
 JZ0647.an estimated accuracy of +/- 6 seconds.
 JZ0647
 JZ0647.The orthometric height was determined by differential leveling
 JZ0647.and adjusted by the National Geodetic Survey in June 1991..
 JZ0647
 JZ0647.The geoid height was determined by GEOID03.
 JZ0647
 JZ0647.The dynamic height is computed by dividing the NAVD 88
 JZ0647.geopotential number by the normal gravity value computed on the
 JZ0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0647.degrees latitude (g = 980.6199 gals.).
 JZ0647
 JZ0647.The modeled gravity was interpolated from observed gravity values.
 JZ0647
 JZ0647;                    North         East    Units  Estimated Accuracy
 JZ0647;SPC KY1Z     - 1,305,940.    1,602,900.      MT  (+/- 180 meters Scaled)
 JZ0647
 JZ0647                          SUPERSEDED SURVEY CONTROL
 JZ0647
 JZ0647  NGVD 29 (??/??/92)  149.593  (m)          490.79   (f) ADJ UNCH    1 2
 JZ0647
 JZ0647.Superseded values are not recommended for survey control.
 JZ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0647.See file dsdata.txt to determine how the superseded data were derived.
 JZ0647
 JZ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ109289(NAD 83)
 JZ0647_MARKER: Q = CHISELED SQUARE
 JZ0647_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ0647+WITH SETTING: PAVEMENT
 JZ0647_SP_SET: STEPS
 JZ0647_MARK LOGO: USE   
 JZ0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0647+STABILITY: SURFACE MOTION
 JZ0647
 JZ0647  HISTORY     - Date     Condition        Report By
 JZ0647  HISTORY     - UNK      MONUMENTED       DOD
 JZ0647  HISTORY     - 1949     GOOD             NGS
 JZ0647  HISTORY     - 1985     GOOD             NGS
 JZ0647
 JZ0647                          STATION DESCRIPTION
 JZ0647
 JZ0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0647'AT BROMLEY.
 JZ0647'AT BROMLEY, AT THE INTERSECTION OF PIKE STREET AND MAIN STREET, A
 JZ0647'CHISELED OUTLINE SQUARE IN THE TOP AND NORTHWEST END OF THE
 JZ0647'TOP STEP TO REAR ENTRANCE TO A TWO STORY STUCCOED BRICK BUILDING
 JZ0647'HOUSING A CAFE, 65 FEET NORTHWEST OF THE NORTHWEST CURB OF PIKE
 JZ0647'STREET, 12.5 FEET NORTHEAST OF THE NORTHEAST CURB OF MAIN STREET,
 JZ0647'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 JZ0647
 JZ0647                          STATION RECOVERY (1985)
 JZ0647
 JZ0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0876 ***********************************************************************
 HA0876  DESIGNATION -  484
 HA0876  PID         -  HA0876
 HA0876  STATE/COUNTY-  KY/CALDWELL
 HA0876  USGS QUAD   -  PRINCETON EAST (1967)
 HA0876
 HA0876                         *CURRENT SURVEY CONTROL
 HA0876  ___________________________________________________________________
 HA0876* NAD 83(1986)-  37 03 27.     (N)    087 50 43.     (W)     SCALED    
 HA0876* NAVD 88     -       147.302  (meters)     483.27   (feet)  ADJUSTED  
 HA0876  ___________________________________________________________________
 HA0876  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HA0876  DYNAMIC HT  -         147.189 (meters)     482.90  (feet)  COMP
 HA0876  MODELED GRAV-     979,864.5   (mgal)                       NAVD 88
 HA0876
 HA0876  VERT ORDER  -  FIRST     CLASS I
 HA0876
 HA0876.The horizontal coordinates were scaled from a topographic map and have
 HA0876.an estimated accuracy of +/- 6 seconds.
 HA0876
 HA0876.The orthometric height was determined by differential leveling
 HA0876.and adjusted by the National Geodetic Survey in June 1991..
 HA0876.WARNING-Repeat measurements at this control monument indicate possible
 HA0876.vertical movement.
 HA0876
 HA0876.The geoid height was determined by GEOID03.
 HA0876
 HA0876.The dynamic height is computed by dividing the NAVD 88
 HA0876.geopotential number by the normal gravity value computed on the
 HA0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0876.degrees latitude (g = 980.6199 gals.).
 HA0876
 HA0876.The modeled gravity was interpolated from observed gravity values.
 HA0876
 HA0876;                    North         East    Units  Estimated Accuracy
 HA0876;SPC KY1Z     - 1,082,460.    1,313,650.      MT  (+/- 180 meters Scaled)
 HA0876
 HA0876                          SUPERSEDED SURVEY CONTROL
 HA0876
 HA0876  NGVD 29 (??/??/92)  147.396  (m)          483.58   (f) ADJ UNCH    1 1
 HA0876
 HA0876.Superseded values are not recommended for survey control.
 HA0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0876.See file dsdata.txt to determine how the superseded data were derived.
 HA0876
 HA0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG248015(NAD 83)
 HA0876_MARKER: DD = SURVEY DISK
 HA0876_SETTING: 66 = SET IN ROCK OUTCROP
 HA0876_SP_SET: ROCK OUTCROP
 HA0876_STAMPING: 484 KENTUCKY 483.840
 HA0876_MARK LOGO: USGS  
 HA0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0876+STABILITY: POSITION/ELEVATION WELL
 HA0876
 HA0876  HISTORY     - Date     Condition        Report By
 HA0876  HISTORY     - UNK      MONUMENTED       USGS
 HA0876  HISTORY     - 1968     GOOD             NGS
 HA0876  HISTORY     - 1985     GOOD             NGS
 HA0876
 HA0876                          STATION DESCRIPTION
 HA0876
 HA0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0876'4.4 MI SE FROM PRINCETON.
 HA0876'ABOUT 0.3 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS
 HA0876'STATE HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL COUNTY
 HA0876'COURTHOUSE AT PRINCETON TO A CROSSING OF THE ILLINOIS CENTRAL
 HA0876'RAILROAD, THENCE 4.15 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL
 HA0876'RAILROAD, 222 FEET NORTHWEST OF THE CENTER OF A CROSSING OF THE
 HA0876'RAILROAD AND A PRIVATE ROAD, 33 1/2 FEET SOUTHWEST OF THE
 HA0876'SOUTHWEST RAIL, SET IN THE TOP OF A FLAT 5- X 6-FOOT ROCK
 HA0876'OUTCROP, 155 FEET SOUTHEAST OF A POWER POLE WHICH IS BRACED BY
 HA0876'THREE GUY WIRES, 88 FEET NORTHWEST OF A CORNER FENCE POST, 8 1/2
 HA0876'FEET NORTHEAST OF A FENCE, AND ABOUT 6 FEET BELOW THE LEVEL OF
 HA0876'THE TRACK.
 HA0876
 HA0876                          STATION RECOVERY (1985)
 HA0876
 HA0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0884 ***********************************************************************
 HA0884  DESIGNATION -  488
 HA0884  PID         -  HA0884
 HA0884  STATE/COUNTY-  KY/CALDWELL
 HA0884  USGS QUAD   -  PRINCETON WEST (1967)
 HA0884
 HA0884                         *CURRENT SURVEY CONTROL
 HA0884  ___________________________________________________________________
 HA0884* NAD 83(1986)-  37 06 31.     (N)    087 52 56.     (W)     SCALED    
 HA0884* NAVD 88     -       148.481  (meters)     487.14   (feet)  ADJUSTED  
 HA0884  ___________________________________________________________________
 HA0884  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HA0884  DYNAMIC HT  -         148.368 (meters)     486.77  (feet)  COMP
 HA0884  MODELED GRAV-     979,870.5   (mgal)                       NAVD 88
 HA0884
 HA0884  VERT ORDER  -  FIRST     CLASS I
 HA0884
 HA0884.The horizontal coordinates were scaled from a topographic map and have
 HA0884.an estimated accuracy of +/- 6 seconds.
 HA0884
 HA0884.The orthometric height was determined by differential leveling
 HA0884.and adjusted by the National Geodetic Survey in June 1991..
 HA0884.WARNING-Repeat measurements at this control monument indicate possible
 HA0884.vertical movement.
 HA0884
 HA0884.The geoid height was determined by GEOID03.
 HA0884
 HA0884.The dynamic height is computed by dividing the NAVD 88
 HA0884.geopotential number by the normal gravity value computed on the
 HA0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0884.degrees latitude (g = 980.6199 gals.).
 HA0884
 HA0884.The modeled gravity was interpolated from observed gravity values.
 HA0884
 HA0884;                    North         East    Units  Estimated Accuracy
 HA0884;SPC KY1Z     - 1,088,210.    1,310,500.      MT  (+/- 180 meters Scaled)
 HA0884
 HA0884                          SUPERSEDED SURVEY CONTROL
 HA0884
 HA0884  NGVD 29 (??/??/92)  148.542  (m)          487.34   (f) ADJ UNCH    1 1
 HA0884
 HA0884.Superseded values are not recommended for survey control.
 HA0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0884.See file dsdata.txt to determine how the superseded data were derived.
 HA0884
 HA0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG216072(NAD 83)
 HA0884_MARKER: P = PIPE CAP
 HA0884_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0884_SP_SET: SHALLOW-SET PIPE
 HA0884_STAMPING: KY 488
 HA0884_MARK LOGO: USGS  
 HA0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0884
 HA0884  HISTORY     - Date     Condition        Report By
 HA0884  HISTORY     - UNK      MONUMENTED       USGS
 HA0884  HISTORY     - 1968     GOOD             NGS
 HA0884  HISTORY     - 1985     POOR             NGS
 HA0884
 HA0884                          STATION DESCRIPTION
 HA0884
 HA0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0884'AT PRINCETON.
 HA0884'AT PRINCETON, 35 1/2 FEET SOUTHWEST OF THE WEST CORNER OF THE
 HA0884'CALDWELL COUNTY COURTHOUSE, 54 1/2 FEET NORTHEAST OF THE CENTERLINE
 HA0884'OF WEST MAIN STREET, 35 FEET SOUTHEAST OF THE CENTERLINE OF WEST
 HA0884'COURTHOUSE SQUARE STREET, 3 FEET NORTHWEST OF A METAL FLAG POLE,
 HA0884'AND A U.S. GEOLOGICAL SURVEY CAP ON THE TOP OF A 3-INCH IRON PIPE
 HA0884'WHICH PROJECTS 14 INCHES ABOVE THE CONCRETE SIDEWALK.  NOTE-- THE
 HA0884'PIPE ON WHICH THE CAP IS SET HAS RUSTED THROUGH ABOUT 4 INCHES
 HA0884'ABOVE THE SIDEWALK, BUT IT APPEARS TO BE SOLID.
 HA0884
 HA0884                          STATION RECOVERY (1985)
 HA0884
 HA0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA0884'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1767 ***********************************************************************
 HZ1767  DESIGNATION -  489.78 RM USGS
 HZ1767  PID         -  HZ1767
 HZ1767  STATE/COUNTY-  KY/SPENCER
 HZ1767  USGS QUAD   -  TAYLORSVILLE (1993)
 HZ1767
 HZ1767                         *CURRENT SURVEY CONTROL
 HZ1767  ___________________________________________________________________
 HZ1767* NAD 83(1986)-  38 01 52.     (N)    085 20 42.     (W)     SCALED    
 HZ1767* NAVD 88     -       149.052  (meters)     489.01   (feet)  ADJUSTED  
 HZ1767  ___________________________________________________________________
 HZ1767  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ1767  DYNAMIC HT  -         148.942 (meters)     488.65  (feet)  COMP
 HZ1767  MODELED GRAV-     979,889.8   (mgal)                       NAVD 88
 HZ1767
 HZ1767  VERT ORDER  -  SECOND    CLASS 0
 HZ1767
 HZ1767.The horizontal coordinates were scaled from a topographic map and have
 HZ1767.an estimated accuracy of +/- 6 seconds.
 HZ1767
 HZ1767.The orthometric height was determined by differential leveling
 HZ1767.and adjusted by the National Geodetic Survey in June 1991..
 HZ1767
 HZ1767.The geoid height was determined by GEOID03.
 HZ1767
 HZ1767.The dynamic height is computed by dividing the NAVD 88
 HZ1767.geopotential number by the normal gravity value computed on the
 HZ1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1767.degrees latitude (g = 980.6199 gals.).
 HZ1767
 HZ1767.The modeled gravity was interpolated from observed gravity values.
 HZ1767
 HZ1767;                    North         East    Units  Estimated Accuracy
 HZ1767;SPC KY1Z     - 1,188,500.    1,535,550.      MT  (+/- 180 meters Scaled)
 HZ1767
 HZ1767                          SUPERSEDED SURVEY CONTROL
 HZ1767
 HZ1767  NGVD 29 (??/??/92)  149.222  (m)          489.57   (f) ADJ UNCH    2 0
 HZ1767
 HZ1767.Superseded values are not recommended for survey control.
 HZ1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1767.See file dsdata.txt to determine how the superseded data were derived.
 HZ1767
 HZ1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH452105(NAD 83)
 HZ1767_MARKER: Q = CHISELED SQUARE
 HZ1767_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1767_SP_SET: BUILDING
 HZ1767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1767
 HZ1767  HISTORY     - Date     Condition        Report By
 HZ1767  HISTORY     - UNK      MONUMENTED       USGS
 HZ1767  HISTORY     - 1935     GOOD             NGS
 HZ1767
 HZ1767                          STATION DESCRIPTION
 HZ1767
 HZ1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HZ1767'AT TAYLORVILLE.
 HZ1767'AT TAYLORVILLE, SPENCER COUNTY, ON MAIN STREET, AT THE SOUTH
 HZ1767'ENTRANCE TO THE COUNTY COURTHOUSE, ON THE TOP OF THE BOTTOM STEP,
 HZ1767'5.9 FEET WEST OF THE CENTERLINE OF THE STEP, 45 FEET NORTH OF THE
 HZ1767'CENTERLINE OF THE STREET, 23 FEET EAST OF THE SOUTHEAST CORNER
 HZ1767'OF THE PEOPLES BANK BUILDING, AND ABOUT 1 FOOT HIGHER THAN THE
 HZ1767'HIGHWAY.  AN OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0931 ***********************************************************************
 HA0931  DESIGNATION -  492
 HA0931  PID         -  HA0931
 HA0931  STATE/COUNTY-  KY/UNION
 HA0931  USGS QUAD   -  UNIONTOWN (1981)
 HA0931
 HA0931                         *CURRENT SURVEY CONTROL
 HA0931  ___________________________________________________________________
 HA0931* NAD 83(1986)-  37 46 58.     (N)    087 58 47.     (W)     SCALED    
 HA0931* NAVD 88     -       107.616  (meters)     353.07   (feet)  ADJUSTED  
 HA0931  ___________________________________________________________________
 HA0931  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 HA0931  DYNAMIC HT  -         107.542 (meters)     352.83  (feet)  COMP
 HA0931  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 HA0931
 HA0931  VERT ORDER  -  FIRST     CLASS II
 HA0931
 HA0931.The horizontal coordinates were scaled from a topographic map and have
 HA0931.an estimated accuracy of +/- 6 seconds.
 HA0931
 HA0931.The orthometric height was determined by differential leveling
 HA0931.and adjusted by the National Geodetic Survey in June 1991..
 HA0931
 HA0931.The geoid height was determined by GEOID03.
 HA0931
 HA0931.The dynamic height is computed by dividing the NAVD 88
 HA0931.geopotential number by the normal gravity value computed on the
 HA0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0931.degrees latitude (g = 980.6199 gals.).
 HA0931
 HA0931.The modeled gravity was interpolated from observed gravity values.
 HA0931
 HA0931;                    North         East    Units  Estimated Accuracy
 HA0931;SPC KY1Z     - 1,163,210.    1,303,620.      MT  (+/- 180 meters Scaled)
 HA0931
 HA0931                          SUPERSEDED SURVEY CONTROL
 HA0931
 HA0931  NGVD 29 (??/??/92)  107.719  (m)          353.41   (f) ADJ UNCH    1 2
 HA0931
 HA0931.Superseded values are not recommended for survey control.
 HA0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0931.See file dsdata.txt to determine how the superseded data were derived.
 HA0931
 HA0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG137821(NAD 83)
 HA0931_MARKER: DD = SURVEY DISK
 HA0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0931_SP_SET: CURB
 HA0931_STAMPING: 492 353.76
 HA0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0931
 HA0931  HISTORY     - Date     Condition        Report By
 HA0931  HISTORY     - UNK      MONUMENTED       DOD
 HA0931  HISTORY     - 1954     GOOD             NGS
 HA0931  HISTORY     - 1963     GOOD             USE
 HA0931
 HA0931                          STATION DESCRIPTION
 HA0931
 HA0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HA0931'3.4 MI NW FROM UNIONTOWN.
 HA0931'ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 268 FROM THE
 HA0931'JUNCTION OF STATE HIGHWAYS 360 AND 130 AT UNIONTOWN, THENCE
 HA0931'ABOUT 1.2 MILES NORTHWEST AND WEST ALONG A GRAVEL ROAD, THENCE
 HA0931'ABOUT 1.0 MILE NORTH ALONG A GRAVEL ROAD, AT THE POWER HOUSE OF
 HA0931'U.S. ENGINEER DAM NO. 49 ON THE OHIO RIVER, IN THE TOP OF CURB
 HA0931'OF A CIRCULAR DRIVE IN FRONT OF POWER HOUSE, 10 FEET NORTHEAST
 HA0931'OF CENTER LINE OF DRIVE, 34 FEET SOUTHWEST OF SOUTH CORNER OF
 HA0931'POWER HOUSE, 50 1/2 FEET SOUTH TO WEST CORNER OF POWER HOUSE,
 HA0931'8 FEET SOUTHEAST OF SOUTHEAST EDGE OF CONCRETE WALK TO POWER
 HA0931'HOUSE AND ABOUT 1/2 FOOT ABOVE LEVEL OF DRIVE.
 HA0931
 HA0931                          STATION RECOVERY (1963)
 HA0931
 HA0931'RECOVERY NOTE BY US ENGINEERS 1963
 HA0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0075 ***********************************************************************
 HA0075  DESIGNATION -  492.18
 HA0075  PID         -  HA0075
 HA0075  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0075  USGS QUAD   -  LODIBURG (1953)
 HA0075
 HA0075                         *CURRENT SURVEY CONTROL
 HA0075  ___________________________________________________________________
 HA0075* NAD 83(1986)-  37 54 09.     (N)    086 24 37.     (W)     SCALED    
 HA0075* NAVD 88     -       149.781  (meters)     491.41   (feet)  ADJUSTED  
 HA0075  ___________________________________________________________________
 HA0075  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HA0075  DYNAMIC HT  -         149.673 (meters)     491.05  (feet)  COMP
 HA0075  MODELED GRAV-     979,907.9   (mgal)                       NAVD 88
 HA0075
 HA0075  VERT ORDER  -  SECOND    CLASS 0
 HA0075
 HA0075.The horizontal coordinates were scaled from a topographic map and have
 HA0075.an estimated accuracy of +/- 6 seconds.
 HA0075
 HA0075.The orthometric height was determined by differential leveling
 HA0075.and adjusted by the National Geodetic Survey in June 1991..
 HA0075
 HA0075.The geoid height was determined by GEOID03.
 HA0075
 HA0075.The dynamic height is computed by dividing the NAVD 88
 HA0075.geopotential number by the normal gravity value computed on the
 HA0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0075.degrees latitude (g = 980.6199 gals.).
 HA0075
 HA0075.The modeled gravity was interpolated from observed gravity values.
 HA0075
 HA0075;                    North         East    Units  Estimated Accuracy
 HA0075;SPC KY1Z     - 1,174,360.    1,441,940.      MT  (+/- 180 meters Scaled)
 HA0075
 HA0075                          SUPERSEDED SURVEY CONTROL
 HA0075
 HA0075  NGVD 29 (??/??/92)  149.884  (m)          491.74   (f) ADJ UNCH    2 0
 HA0075
 HA0075.Superseded values are not recommended for survey control.
 HA0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0075.See file dsdata.txt to determine how the superseded data were derived.
 HA0075
 HA0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG518951(NAD 83)
 HA0075_MARKER: Q = CHISELED SQUARE
 HA0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0075_SP_SET: CULVERT
 HA0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0075
 HA0075  HISTORY     - Date     Condition        Report By
 HA0075  HISTORY     - UNK      MONUMENTED       USGS
 HA0075  HISTORY     - 1935     GOOD             NGS
 HA0075
 HA0075                          STATION DESCRIPTION
 HA0075
 HA0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0075'0.4 MI W FROM LODIBURG.
 HA0075'0.4 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HA0075'THE STATION AT LODIBURG, BRECKINRIDGE COUNTY, ABOUT 400 FEET WEST
 HA0075'OF A PRIVATE-ROAD CROSSING, 27 FEET SOUTH OF THE CENTERLINE OF A
 HA0075'ROAD, 18.5 FEET NORTH OF THE NORTH RAIL, AT A STONE CULVERT, ON
 HA0075'THE TOP OF THE NORTH CONCRETE HEADWALL, AND ABOUT 5 FEET LOWER THAN
 HA0075'THE TRACK.  A 3-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0386 ***********************************************************************
 HA0386  DESIGNATION -  497.145
 HA0386  PID         -  HA0386
 HA0386  STATE/COUNTY-  KY/OHIO
 HA0386  USGS QUAD   -  WHITESVILLE (1953)
 HA0386
 HA0386                         *CURRENT SURVEY CONTROL
 HA0386  ___________________________________________________________________
 HA0386* NAD 83(1986)-  37 39 39.     (N)    086 45 51.     (W)     SCALED    
 HA0386* NAVD 88     -       151.198  (meters)     496.06   (feet)  ADJUSTED  
 HA0386  ___________________________________________________________________
 HA0386  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HA0386  DYNAMIC HT  -         151.092 (meters)     495.71  (feet)  COMP
 HA0386  MODELED GRAV-     979,923.1   (mgal)                       NAVD 88
 HA0386
 HA0386  VERT ORDER  -  SECOND    CLASS 0
 HA0386
 HA0386.The horizontal coordinates were scaled from a topographic map and have
 HA0386.an estimated accuracy of +/- 6 seconds.
 HA0386
 HA0386.The orthometric height was determined by differential leveling
 HA0386.and adjusted by the National Geodetic Survey in June 1991..
 HA0386
 HA0386.The geoid height was determined by GEOID03.
 HA0386
 HA0386.The dynamic height is computed by dividing the NAVD 88
 HA0386.geopotential number by the normal gravity value computed on the
 HA0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0386.degrees latitude (g = 980.6199 gals.).
 HA0386
 HA0386.The modeled gravity was interpolated from observed gravity values.
 HA0386
 HA0386;                    North         East    Units  Estimated Accuracy
 HA0386;SPC KY1Z     - 1,147,820.    1,410,520.      MT  (+/- 180 meters Scaled)
 HA0386
 HA0386                          SUPERSEDED SURVEY CONTROL
 HA0386
 HA0386  NGVD 29 (??/??/92)  151.292  (m)          496.36   (f) ADJ UNCH    2 0
 HA0386
 HA0386.Superseded values are not recommended for survey control.
 HA0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0386.See file dsdata.txt to determine how the superseded data were derived.
 HA0386
 HA0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG208682(NAD 83)
 HA0386_MARKER: DD = SURVEY DISK
 HA0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0386_STAMPING: 498 1907 KENTUCKY
 HA0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0386+STABILITY: SURFACE MOTION
 HA0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0386+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 HA0386
 HA0386  HISTORY     - Date     Condition        Report By
 HA0386  HISTORY     - 1907     MONUMENTED       USGS
 HA0386  HISTORY     - 1935     GOOD             NGS
 HA0386  HISTORY     - 20050516 GOOD             KYTC
 HA0386
 HA0386                          STATION DESCRIPTION
 HA0386
 HA0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0386'AT REYNOLDS.
 HA0386'AT REYNOLDS, OHIO COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 150
 HA0386'YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, NEAR A
 HA0386'ROAD CROSSING, 57 YARDS NORTH OF THE NORTH RAIL, 32 FEET WEST OF
 HA0386'THE CENTERLINE OF THE HAWESVILLE-HARTFORD ROAD, 23 YARDS NORTHWEST
 HA0386'OF THE NORTHWEST CORNER OF THE POST OFFICE, 27.1 FEET NORTH OF THE
 HA0386'NORTHEAST CORNER OF THE B.E. REYNOLDS WHITE HOUSE IN 1935, 16.1
 HA0386'FEET WEST OF A FENCE CORNER, AND IN THE SOUTH SIDE OF A 4-INCH
 HA0386'CONCRETE POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HA0386'STAMPED 498 1907 KENTUCKY AND SET VERTICALLY.  NOTE-- IT WAS
 HA0386'REPORTED IN APRIL 1935 THAT THE MARK HAS BEEN MOVED FROM A BRICK
 HA0386'CHIMNEY TO THIS POST.
 HA0386
 HA0386                          STATION RECOVERY (2005)
 HA0386
 HA0386'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 HA0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2416 ***********************************************************************
 AE2416  SACS        -  This is a Secondary Airport Control Station.
 AE2416  DESIGNATION -  4M7 A
 AE2416  PID         -  AE2416
 AE2416  STATE/COUNTY-  KY/LOGAN
 AE2416  USGS QUAD   -  DENNIS (1983)
 AE2416
 AE2416                         *CURRENT SURVEY CONTROL
 AE2416  ___________________________________________________________________
 AE2416* NAD 83(1993)-  36 47 58.41502(N)    086 48 36.98024(W)     ADJUSTED  
 AE2416* NAVD 88     -       204.91   (meters)     672.3    (feet)  GPS OBS   
 AE2416  ___________________________________________________________________
 AE2416  X           -     284,527.301 (meters)                     COMP
 AE2416  Y           -  -5,105,566.917 (meters)                     COMP
 AE2416  Z           -   3,799,709.775 (meters)                     COMP
 AE2416  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AE2416  ELLIP HEIGHT-         175.04  (meters)          (08/25/97) GPS OBS
 AE2416  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 AE2416
 AE2416  HORZ ORDER  -  FIRST
 AE2416  ELLP ORDER  -  FIFTH     CLASS I
 AE2416
 AE2416.This mark is at Russellville-Logan County Airport (4M7)
 AE2416
 AE2416.The horizontal coordinates were established by GPS observations
 AE2416.and adjusted by the National Geodetic Survey in August 1997..
 AE2416
 AE2416.The orthometric height was determined by GPS observations and a
 AE2416.high-resolution geoid model.
 AE2416
 AE2416.GPS derived orthometric heights for airport stations designated as
 AE2416.PACS or SACS are published to 2 decimal places.  This maintains
 AE2416.centimeter relative accuracy between the PACS and SACS.  It does
 AE2416.not indicate centimeter accuracy relative to other marks which are
 AE2416.part of the NAVD 88 network.
 AE2416
 AE2416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2416
 AE2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2416
 AE2416.The ellipsoidal height was determined by GPS observations
 AE2416.and is referenced to NAD 83.
 AE2416
 AE2416.The geoid height was determined by GEOID03.
 AE2416
 AE2416;                    North         East     Units Scale Factor Converg.
 AE2416;SPC KY1Z     - 1,052,283.107 1,405,370.709   MT  1.00007998   -0 39 03.5
 AE2416;SPC KY1Z     - 3,452,365.49  4,610,787.07   sFT  1.00007998   -0 39 03.5
 AE2416;SPC KY S     -   552,269.809   405,379.302   MT  0.99998864   -0 38 34.9
 AE2416;SPC KY S     - 1,811,905.20  1,329,981.93   sFT  0.99998864   -0 38 34.9
 AE2416;UTM  16      - 4,072,654.042   516,925.442   MT  0.99960353   +0 06 49.1
 AE2416
 AE2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2416!SPC KY1Z     -   0.99997253  x   1.00007998  =   1.00005251
 AE2416!SPC KY S     -   0.99997253  x   0.99998864  =   0.99996117
 AE2416!UTM  16      -   0.99997253  x   0.99960353  =   0.99957607
 AE2416
 AE2416:                Primary Azimuth Mark                     Grid Az
 AE2416:SPC KY1Z     -  LOGANPORT                                245 24 58.0
 AE2416:SPC KY S     -  LOGANPORT                                245 24 29.4
 AE2416:UTM  16      -  LOGANPORT                                244 39 05.4
 AE2416
 AE2416|---------------------------------------------------------------------|
 AE2416| PID    Reference Object                     Distance      Geod. Az  |
 AE2416|                                                           dddmmss.s |
 AE2416| GC2731 LOGANPORT                           470.401 METERS 2444554.5 |
 AE2416|---------------------------------------------------------------------|
 AE2416
 AE2416                          SUPERSEDED SURVEY CONTROL
 AE2416
 AE2416.No superseded survey control is available for this station.
 AE2416
 AE2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1692572654(NAD 83)
 AE2416_MARKER: DH = HORIZONTAL CONTROL DISK
 AE2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2416_STAMPING: 4M7 A 1996
 AE2416_MARK LOGO: NGS   
 AE2416_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2416+STABILITY: SURFACE MOTION
 AE2416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2416+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE2416
 AE2416  HISTORY     - Date     Condition        Report By
 AE2416  HISTORY     - 1996     MONUMENTED       NGS
 AE2416
 AE2416                          STATION DESCRIPTION
 AE2416
 AE2416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AE2416'THE STATION IS LOCATED ABOUT 4.95 MI (7.97 KM) SOUTHEAST OF
 AE2416'RUSSELLVILLE, KENTUCKY AT THE RUSSELLVILLE-LOGAN COUNTY AIRPORT NEAR
 AE2416'MIDFIELD.  FOR ACCESS CONTACT WILSON FLYING SERVICE, 385 AIRPORT ROAD,
 AE2416'RUSSELLVILLE, KENTUCKY, 42276, PHONE 502-726-3214.  TO REACH THE
 AE2416'STATION FROM THE INTERSECTION OF U.S HIGHWAY 68 AND STATE HIGHWAY 100
 AE2416'ON THE EAST SIDE OF RUSSELLVILLE, PROCEED SOUTHEAST ON STATE HIGHWAY
 AE2416'100 FOR 4.75 MI (7.64 KM) TO A PAVED ROAD LEFT.  TURN LEFT AND PROCEED
 AE2416'NORTH AND EAST ON THE PAVED ROAD TO THE STOP SIGN AT THE JUNCTION OF
 AE2416'THE ROAD AND RAMP.  TURN LEFT AND PROCEED ON THE CONNECTING TAXIWAY AT
 AE2416'THE RAMP TO THE RUNWAY.  TURN RIGHT AND PROCEED NORTHEAST ON THE
 AE2416'RUNWAY FOR 0.25 MI (0.40 KM) AND THE 9TH RUNWAY LIGHT FROM THE TAXIWAY
 AE2416'ON THE SOUTHEAST EDGE OF THE RUNWAY AND THE STATION ON THE RIGHT.  THE
 AE2416'STATION IS 199.5 FT (60.8 M) EAST OF THE 8TH RUNWAY LIGHT FROM THE
 AE2416'RAMP TAXIWAY, 98.5 FT (30.0 M) SOUTHEAST OF THE CENTERLINE OF THE
 AE2416'RUNWAY, 95 FT (29.0 M) SOUTHWEST FROM THE 10TH RUNWAY LIGHT FROM THE
 AE2416'RAMP TAXIWAY, 60.5 FT (18.4 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AE2416'RUNWAY, 50.5 FT (15.4 M) SOUTHEAST OF AND ON LINE WITH THE 9TH TAXIWAY
 AE2416'LIGHT FROM THE RAMP TAXIWAY.  THIS STATION IS DESIGNATED AS A
 AE2416'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2850 ***********************************************************************
 GZ2850  DESIGNATION -  5 GB
 GZ2850  PID         -  GZ2850
 GZ2850  STATE/COUNTY-  KY/MADISON
 GZ2850  USGS QUAD   -  UNION CITY (1979)
 GZ2850
 GZ2850                         *CURRENT SURVEY CONTROL
 GZ2850  ___________________________________________________________________
 GZ2850* NAD 83(1993)-  37 47 44.41012(N)    084 12 05.76391(W)     ADJUSTED  
 GZ2850* NAVD 88     -       280.01   (+/-2cm)     918.7    (feet)  VERTCON   
 GZ2850  ___________________________________________________________________
 GZ2850  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 GZ2850  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GZ2850
 GZ2850  HORZ ORDER  -  SECOND
 GZ2850  VERT ORDER  -  THIRD ? (See Below)
 GZ2850
 GZ2850.The horizontal coordinates were established by classical geodetic methods
 GZ2850.and adjusted by the National Geodetic Survey in December 1995..
 GZ2850
 GZ2850.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2850.The vertical order pertains to the NGVD 29 superseded value.
 GZ2850
 GZ2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2850
 GZ2850.The geoid height was determined by GEOID03.
 GZ2850
 GZ2850;                    North         East     Units Scale Factor Converg.
 GZ2850;SPC KY1Z     - 1,163,424.739 1,636,357.084   MT  0.99990593   +0 57 02.4
 GZ2850;SPC KY1Z     - 3,817,002.66  5,368,614.87   sFT  0.99990593   +0 57 02.4
 GZ2850;SPC KY S     -   663,403.222   636,367.033   MT  0.99997777   +0 56 20.6
 GZ2850;SPC KY S     - 2,176,515.40  2,087,814.17   sFT  0.99997777   +0 56 20.6
 GZ2850;SPC KY N     -    32,819.544   504,262.892   MT  1.00003028   +0 01 48.4
 GZ2850;SPC KY N     -   107,675.45  1,654,402.50   sFT  1.00003028   +0 01 48.4
 GZ2850;UTM  16      - 4,186,833.784   746,396.691   MT  1.00034784   +1 42 57.1
 GZ2850
 GZ2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2850!SPC KY1Z     -   0.99996114  x   0.99990593  =   0.99986707
 GZ2850!SPC KY S     -   0.99996114  x   0.99997777  =   0.99993891
 GZ2850!SPC KY N     -   0.99996114  x   1.00003028  =   0.99999142
 GZ2850!UTM  16      -   0.99996114  x   1.00034784  =   1.00030897
 GZ2850
 GZ2850                          SUPERSEDED SURVEY CONTROL
 GZ2850
 GZ2850  NAD 83(1986)-  37 47 44.41677(N)    084 12 05.76981(W) AD(       ) 2
 GZ2850  NAD 27      -  37 47 44.13200(N)    084 12 06.02700(W) AD(       ) 2
 GZ2850  NGVD 29 (07/19/86)  280.17   (m)          919.2    (f) LEVELING    3  
 GZ2850
 GZ2850.Superseded values are not recommended for survey control.
 GZ2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2850.See file dsdata.txt to determine how the superseded data were derived.
 GZ2850
 GZ2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4639786834(NAD 83)
 GZ2850_MARKER: DB = BENCH MARK DISK
 GZ2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2850
 GZ2850  HISTORY     - Date     Condition        Report By
 GZ2850  HISTORY     - 1951     MONUMENTED       USGS
 GZ2850
 GZ2850                          STATION DESCRIPTION
 GZ2850
 GZ2850'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (LWS)
 GZ2850'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF WACO AND 6 MILES
 GZ2850'NORTHEAST OF RICHMOND NEAR THE UNION CITY GRADE SCHOOL.  IT IS 51
 GZ2850'FEET NORTHEAST OF A TELEPHONE POLE, 36 FEET SOUTHWEST OF THE CENTER
 GZ2850'OF A GRAVEL LANE LEADING TO THE SCHOOL AND 19 FEET NORTHWEST OF THE
 GZ2850'CENTER OF A PAVED ROAD.  THE MARK IS AN 8 X 8 INCH CONCRETE POST THAT
 GZ2850'PROJECTS ABOUT 2 INCHES.  THE DISK IS A STANDARD BRONZE USGS BENCH
 GZ2850'MARK DISK STAMPED 5 GB 1950 919.
 GZ2850'
 GZ2850'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION UNION CITY
 GZ2850'AND THE DISTANCE FOUND TO BE 82.26 FEET OR 25.074 METERS.
 GZ2850'
 GZ2850'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 AND 227 AT
 GZ2850'THE COURT HOUSE IN RICHMOND, GO NORTHEAST ON U.S.  HIGHWAY 227 FOR
 GZ2850'2.0 MILES TO A PAVED T ROAD RIGHT, TURN RIGHT, BENEATH RAILROAD
 GZ2850'TRACKS, AND GO NORTHEAST AND EAST FOR 5.25 MILES AND THE STATION
 GZ2850'ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0648 ***********************************************************************
 HZ0648  DESIGNATION -  504.761
 HZ0648  PID         -  HZ0648
 HZ0648  STATE/COUNTY-  KY/BOONE
 HZ0648  USGS QUAD   -  RISING SUN (1994)
 HZ0648
 HZ0648                         *CURRENT SURVEY CONTROL
 HZ0648  ___________________________________________________________________
 HZ0648* NAD 83(1986)-  38 58 42.     (N)    084 49 37.     (W)     SCALED    
 HZ0648* NAVD 88     -       153.474  (meters)     503.52   (feet)  ADJUSTED  
 HZ0648  ___________________________________________________________________
 HZ0648  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 HZ0648  DYNAMIC HT  -         153.377 (meters)     503.20  (feet)  COMP
 HZ0648  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 HZ0648
 HZ0648  VERT ORDER  -  FIRST     CLASS II
 HZ0648
 HZ0648.The horizontal coordinates were scaled from a topographic map and have
 HZ0648.an estimated accuracy of +/- 6 seconds.
 HZ0648
 HZ0648.The orthometric height was determined by differential leveling
 HZ0648.and adjusted by the National Geodetic Survey in June 1991..
 HZ0648
 HZ0648.The geoid height was determined by GEOID03.
 HZ0648
 HZ0648.The dynamic height is computed by dividing the NAVD 88
 HZ0648.geopotential number by the normal gravity value computed on the
 HZ0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0648.degrees latitude (g = 980.6199 gals.).
 HZ0648
 HZ0648.The modeled gravity was interpolated from observed gravity values.
 HZ0648
 HZ0648;                    North         East    Units  Estimated Accuracy
 HZ0648;SPC KY1Z     - 1,293,960.    1,579,990.      MT  (+/- 180 meters Scaled)
 HZ0648
 HZ0648                          SUPERSEDED SURVEY CONTROL
 HZ0648
 HZ0648  NGVD 29 (??/??/92)  153.683  (m)          504.21   (f) ADJ UNCH    1 2
 HZ0648
 HZ0648.Superseded values are not recommended for survey control.
 HZ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0648.See file dsdata.txt to determine how the superseded data were derived.
 HZ0648
 HZ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ882166(NAD 83)
 HZ0648_MARKER: Z = SEE DESCRIPTION
 HZ0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0648_SP_SET: RETAINING WALL
 HZ0648_STAMPING: BM NO 2 EL 504.761
 HZ0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0648
 HZ0648  HISTORY     - Date     Condition        Report By
 HZ0648  HISTORY     - UNK      MONUMENTED       DOD
 HZ0648  HISTORY     - 1950     GOOD             NGS
 HZ0648  HISTORY     - 1964     GOOD             NGS
 HZ0648
 HZ0648                          STATION DESCRIPTION
 HZ0648
 HZ0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ0648'0.6 MI SW FROM BELLEVIEW.
 HZ0648'0.45 MILE SOUTH ALONG STATE HIGHWAY 18 FROM THE SCHOOL AT BELLEVIEW,
 HZ0648'THENCE ABOUT 0.15 MILE WEST ALONG ROAD TO U.S. ENGINEER LOCK 38
 HZ0648'ON OHIO RIVER, AT THE EAST ENTRANCE TO THE POWER HOUSE BASEMENT,
 HZ0648'26.2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE POWER HOUSE
 HZ0648'BUILDING, 29 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE POWER
 HZ0648'HOUSE BUILDING, IN THE TOP OF THE SOUTH CONCRETE RETAINING WALL
 HZ0648'OF INCLINED WALK TO BASEMENT OF POWER HOUSE.
 HZ0648
 HZ0648                          STATION RECOVERY (1964)
 HZ0648
 HZ0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0456 ***********************************************************************
 HY0456  DESIGNATION -  507 BOLT
 HY0456  PID         -  HY0456
 HY0456  STATE/COUNTY-  KY/BOYD
 HY0456  USGS QUAD   -  ASHLAND (1985)
 HY0456
 HY0456                         *CURRENT SURVEY CONTROL
 HY0456  ___________________________________________________________________
 HY0456* NAD 83(1986)-  38 28 23.     (N)    082 37 42.     (W)     SCALED    
 HY0456* NAVD 88     -       168.722  (meters)     553.55   (feet)  ADJUSTED  
 HY0456  ___________________________________________________________________
 HY0456  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY0456  DYNAMIC HT  -         168.611 (meters)     553.18  (feet)  COMP
 HY0456  MODELED GRAV-     979,967.1   (mgal)                       NAVD 88
 HY0456
 HY0456  VERT ORDER  -  FIRST     CLASS II
 HY0456
 HY0456.The horizontal coordinates were scaled from a topographic map and have
 HY0456.an estimated accuracy of +/- 6 seconds.
 HY0456
 HY0456.The orthometric height was determined by differential leveling
 HY0456.and adjusted by the National Geodetic Survey in June 1991..
 HY0456
 HY0456.The geoid height was determined by GEOID03.
 HY0456
 HY0456.The dynamic height is computed by dividing the NAVD 88
 HY0456.geopotential number by the normal gravity value computed on the
 HY0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0456.degrees latitude (g = 980.6199 gals.).
 HY0456
 HY0456.The modeled gravity was interpolated from observed gravity values.
 HY0456
 HY0456;                    North         East    Units  Estimated Accuracy
 HY0456;SPC KY1Z     - 1,242,030.    1,772,350.      MT  (+/- 180 meters Scaled)
 HY0456
 HY0456                          SUPERSEDED SURVEY CONTROL
 HY0456
 HY0456  NGVD 29 (??/??/92)  168.911  (m)          554.17   (f) ADJ UNCH    1 2
 HY0456
 HY0456.Superseded values are not recommended for survey control.
 HY0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0456.See file dsdata.txt to determine how the superseded data were derived.
 HY0456
 HY0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC579595(NAD 83)
 HY0456_MARKER: B = BOLT
 HY0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0456_SP_SET: CONCRETE PEDESTAL
 HY0456_STAMPING: 507
 HY0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0456
 HY0456  HISTORY     - Date     Condition        Report By
 HY0456  HISTORY     - UNK      MONUMENTED       DOD
 HY0456  HISTORY     - 1956     GOOD             NGS
 HY0456
 HY0456                          STATION DESCRIPTION
 HY0456
 HY0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0456'AT ASHLAND.
 HY0456'AT ASHLAND, ABOUT 0.65 MILE EAST ALONG WINCHESTER AVENUE FROM
 HY0456'THE POST OFFICE, AT INTERSECTION OF 25TH STREET, 2.8 FEET SOUTH
 HY0456'OF SOUTH CURB OF WINCHESTER AVENUE, 56 FEET WEST OF WEST CURB
 HY0456'LINE OF 25TH STREET, 1592 FEET NORTH OF NORTHWEST CORNER OF A
 HY0456'2-STORY BRICK AND TILE STORE BUILDING, 1.2 FEET WEST OF THE
 HY0456'EXTENDED WEST FACE OF STORE BUILDING, AND IS A BOLT ON A CONCRETE
 HY0456'PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0820 ***********************************************************************
 HY0820  DESIGNATION -  507 CAP
 HY0820  PID         -  HY0820
 HY0820  STATE/COUNTY-  KY/BOYD
 HY0820  USGS QUAD   -  ASHLAND (1985)
 HY0820
 HY0820                         *CURRENT SURVEY CONTROL
 HY0820  ___________________________________________________________________
 HY0820* NAD 83(1986)-  38 28 23.     (N)    082 37 42.     (W)     SCALED    
 HY0820* NAVD 88     -       169.644  (meters)     556.57   (feet)  ADJUSTED  
 HY0820  ___________________________________________________________________
 HY0820  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY0820  DYNAMIC HT  -         169.533 (meters)     556.21  (feet)  COMP
 HY0820  MODELED GRAV-     979,967.1   (mgal)                       NAVD 88
 HY0820
 HY0820  VERT ORDER  -  FIRST     CLASS II
 HY0820
 HY0820.The horizontal coordinates were scaled from a topographic map and have
 HY0820.an estimated accuracy of +/- 6 seconds.
 HY0820
 HY0820.The orthometric height was determined by differential leveling
 HY0820.and adjusted by the National Geodetic Survey in June 1991..
 HY0820
 HY0820.The geoid height was determined by GEOID03.
 HY0820
 HY0820.The dynamic height is computed by dividing the NAVD 88
 HY0820.geopotential number by the normal gravity value computed on the
 HY0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0820.degrees latitude (g = 980.6199 gals.).
 HY0820
 HY0820.The modeled gravity was interpolated from observed gravity values.
 HY0820
 HY0820;                    North         East    Units  Estimated Accuracy
 HY0820;SPC KY1Z     - 1,242,030.    1,772,350.      MT  (+/- 180 meters Scaled)
 HY0820
 HY0820                          SUPERSEDED SURVEY CONTROL
 HY0820
 HY0820  NGVD 29 (??/??/92)  169.843  (m)          557.23   (f) ADJ UNCH    1 2
 HY0820
 HY0820.Superseded values are not recommended for survey control.
 HY0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0820.See file dsdata.txt to determine how the superseded data were derived.
 HY0820
 HY0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC579595(NAD 83)
 HY0820_MARKER: P = PIPE CAP
 HY0820_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY0820_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY0820_STAMPING: 507
 HY0820_MARK LOGO: USE   
 HY0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0820
 HY0820  HISTORY     - Date     Condition        Report By
 HY0820  HISTORY     - UNK      MONUMENTED       DOD
 HY0820  HISTORY     - 1956     GOOD             CGS
 HY0820  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0820
 HY0820                          STATION DESCRIPTION
 HY0820
 HY0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0820'AT ASHLAND.
 HY0820'AT ASHLAND, ABOUT 0.65 MILE EAST ALONG WINCHESTER AVENUE FROM
 HY0820'THE POST OFFICE, AT INTERSECTION OF 25TH STREET, 2.8 FEET SOUTH
 HY0820'OF SOUTH CURB OF WINCHESTER AVENUE, 56 FEET WEST OF WEST CURB
 HY0820'LINE OF 25TH STREET, 15.2 FEET NORTH OF NORTHWEST CORNER OF A
 HY0820'2-STORY BRICK AND TILE STORE BUILDING, 1.2 FEET WEST OF THE
 HY0820'EXTENDED WEST FACE OF STORE BUILDING, AND IS A 2-INCH IRON PIPE
 HY0820'WITH CAP PROJECTING 6 INCHES.
 HY0820
 HY0820                          STATION RECOVERY (1984)
 HY0820
 HY0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0820'NOT RECOVERED, CONSIDER DESTROYED AS A NEW BUILDING HAS BEEN BUILT AT
 HY0820'THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0025 ***********************************************************************
 GC0025  DESIGNATION -  509 L 9
 GC0025  PID         -  GC0025
 GC0025  STATE/COUNTY-  KY/WARREN
 GC0025  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0025
 GC0025                         *CURRENT SURVEY CONTROL
 GC0025  ___________________________________________________________________
 GC0025* NAD 83(1986)-  36 59 33.     (N)    086 26 34.     (W)     SCALED    
 GC0025* NAVD 88     -       154.797  (meters)     507.86   (feet)  ADJUSTED  
 GC0025  ___________________________________________________________________
 GC0025  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GC0025  DYNAMIC HT  -         154.677 (meters)     507.47  (feet)  COMP
 GC0025  MODELED GRAV-     979,856.5   (mgal)                       NAVD 88
 GC0025
 GC0025  VERT ORDER  -  FIRST     CLASS I
 GC0025
 GC0025.The horizontal coordinates were scaled from a topographic map and have
 GC0025.an estimated accuracy of +/- 6 seconds.
 GC0025
 GC0025.The orthometric height was determined by differential leveling
 GC0025.and adjusted by the National Geodetic Survey in June 1991..
 GC0025
 GC0025.The geoid height was determined by GEOID03.
 GC0025
 GC0025.The dynamic height is computed by dividing the NAVD 88
 GC0025.geopotential number by the normal gravity value computed on the
 GC0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0025.degrees latitude (g = 980.6199 gals.).
 GC0025
 GC0025.The modeled gravity was interpolated from observed gravity values.
 GC0025
 GC0025;                    North         East    Units  Estimated Accuracy
 GC0025;SPC KY1Z     - 1,073,390.    1,438,330.      MT  (+/- 180 meters Scaled)
 GC0025
 GC0025                          SUPERSEDED SURVEY CONTROL
 GC0025
 GC0025  NGVD 29 (??/??/92)  154.929  (m)          508.30   (f) ADJ UNCH    1 1
 GC0025
 GC0025.Superseded values are not recommended for survey control.
 GC0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0025.See file dsdata.txt to determine how the superseded data were derived.
 GC0025
 GC0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF495941(NAD 83)
 GC0025_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GC0025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0025_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0025_STAMPING: KY 509 508 578 1919
 GC0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0025
 GC0025  HISTORY     - Date     Condition        Report By
 GC0025  HISTORY     - 1919     MONUMENTED       USGS
 GC0025  HISTORY     - 1968     GOOD             NGS
 GC0025
 GC0025                          STATION DESCRIPTION
 GC0025
 GC0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0025'0.8 MI S FROM BOWLING GREEN.
 GC0025'ABOUT 0.45 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0025'FROM THE STATION AT BOWLING GREEN, THENCE 0.35 MILE SOUTHEAST
 GC0025'ALONG 10TH STREET, AT THE SOUTH CORNER OF THE INTERSECTION OF 10TH
 GC0025'STREET AND COLLEGE STREET, IN THE NORTH CORNER OF THE WARREN COUNTY
 GC0025'COURTHOUSE LAWN, 18 FEET SOUTHWEST OF THE SOUTHWEST CURB OF 10TH
 GC0025'STREET, 18 FEET SOUTHEAST OF THE SOUTHEAST CURB OF COLLEGE STREET,
 GC0025'2 1/2 FEET SOUTHWEST OF AN IRON FENCE, 2 1/2 FEET SOUTHEAST OF AN
 GC0025'IRON FENCE, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE STREETS, AND A
 GC0025'U.S. GEOLOGICAL SURVEY CAP ON TOP OF A 3-INCH IRON PIPE WHICH
 GC0025'PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2516 ***********************************************************************
 GC2516  DESIGNATION -  51 JWM
 GC2516  PID         -  GC2516
 GC2516  STATE/COUNTY-  KY/CHRISTIAN
 GC2516  USGS QUAD   -  KELLY (1993)
 GC2516
 GC2516                         *CURRENT SURVEY CONTROL
 GC2516  ___________________________________________________________________
 GC2516* NAD 83(1993)-  36 57 03.08838(N)    087 24 35.27580(W)     ADJUSTED  
 GC2516* NAVD 88     -       233.54   (+/-2cm)     766.2    (feet)  VERTCON   
 GC2516  ___________________________________________________________________
 GC2516  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 GC2516  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2516
 GC2516  HORZ ORDER  -  SECOND
 GC2516  VERT ORDER  -  THIRD ? (See Below)
 GC2516
 GC2516.The horizontal coordinates were established by classical geodetic methods
 GC2516.and adjusted by the National Geodetic Survey in December 1995..
 GC2516
 GC2516.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2516.The vertical order pertains to the NGVD 29 superseded value.
 GC2516
 GC2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2516
 GC2516.The geoid height was determined by GEOID03.
 GC2516
 GC2516;                    North         East     Units Scale Factor Converg.
 GC2516;SPC KY1Z     - 1,069,851.551 1,352,166.225   MT  1.00003433   -1 01 08.6
 GC2516;SPC KY1Z     - 3,510,004.63  4,436,232.02   sFT  1.00003433   -1 01 08.6
 GC2516;SPC KY S     -   569,827.397   352,175.895   MT  0.99996764   -1 00 23.8
 GC2516;SPC KY S     - 1,869,508.72  1,155,430.42   sFT  0.99996764   -1 00 23.8
 GC2516;UTM  16      - 4,089,499.334   463,514.173   MT  0.99961640   -0 14 46.8
 GC2516
 GC2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2516!SPC KY1Z     -   0.99996799  x   1.00003433  =   1.00000232
 GC2516!SPC KY S     -   0.99996799  x   0.99996764  =   0.99993563
 GC2516!UTM  16      -   0.99996799  x   0.99961640  =   0.99958441
 GC2516
 GC2516                          SUPERSEDED SURVEY CONTROL
 GC2516
 GC2516  NAD 83(1986)-  36 57 03.09803(N)    087 24 35.27921(W) AD(       ) 2
 GC2516  NAD 27      -  36 57 02.94900(N)    087 24 35.28100(W) AD(       ) 2
 GC2516  NGVD 29 (07/19/86)  233.61   (m)          766.4    (f) LEVELING    3  
 GC2516
 GC2516.Superseded values are not recommended for survey control.
 GC2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2516.See file dsdata.txt to determine how the superseded data were derived.
 GC2516
 GC2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6351489499(NAD 83)
 GC2516_MARKER: DB = BENCH MARK DISK
 GC2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2516_MARK LOGO: USGS  
 GC2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2516+STABILITY: SURFACE MOTION
 GC2516
 GC2516  HISTORY     - Date     Condition        Report By
 GC2516  HISTORY     - UNK      MONUMENTED       USGS
 GC2516
 GC2516                          STATION DESCRIPTION
 GC2516
 GC2516'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 GC2516'SEE STATION FEARS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0635 ***********************************************************************
 HZ0635  DESIGNATION -  511
 HZ0635  PID         -  HZ0635
 HZ0635  STATE/COUNTY-  KY/BOONE
 HZ0635  USGS QUAD   -  RISING SUN (1994)
 HZ0635
 HZ0635                         *CURRENT SURVEY CONTROL
 HZ0635  ___________________________________________________________________
 HZ0635* NAD 83(1986)-  38 53 44.     (N)    084 48 17.     (W)     SCALED    
 HZ0635* NAVD 88     -       135.020  (meters)     442.98   (feet)  ADJUSTED  
 HZ0635  ___________________________________________________________________
 HZ0635  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0635  DYNAMIC HT  -         134.935 (meters)     442.70  (feet)  COMP
 HZ0635  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 HZ0635
 HZ0635  VERT ORDER  -  FIRST     CLASS II
 HZ0635
 HZ0635.The horizontal coordinates were scaled from a topographic map and have
 HZ0635.an estimated accuracy of +/- 6 seconds.
 HZ0635
 HZ0635.The orthometric height was determined by differential leveling
 HZ0635.and adjusted by the National Geodetic Survey in June 1991..
 HZ0635
 HZ0635.The geoid height was determined by GEOID03.
 HZ0635
 HZ0635.The dynamic height is computed by dividing the NAVD 88
 HZ0635.geopotential number by the normal gravity value computed on the
 HZ0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0635.degrees latitude (g = 980.6199 gals.).
 HZ0635
 HZ0635.The modeled gravity was interpolated from observed gravity values.
 HZ0635
 HZ0635;                    North         East    Units  Estimated Accuracy
 HZ0635;SPC KY1Z     - 1,284,790.    1,582,010.      MT  (+/- 180 meters Scaled)
 HZ0635
 HZ0635                          SUPERSEDED SURVEY CONTROL
 HZ0635
 HZ0635  NGVD 29 (??/??/92)  135.224  (m)          443.65   (f) ADJ UNCH    1 2
 HZ0635
 HZ0635.Superseded values are not recommended for survey control.
 HZ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0635.See file dsdata.txt to determine how the superseded data were derived.
 HZ0635
 HZ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ903074(NAD 83)
 HZ0635_MARKER: DD = SURVEY DISK
 HZ0635_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ0635_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0635
 HZ0635  HISTORY     - Date     Condition        Report By
 HZ0635  HISTORY     - UNK      MONUMENTED       DOD
 HZ0635  HISTORY     - 1949     GOOD             NGS
 HZ0635
 HZ0635                          STATION DESCRIPTION
 HZ0635
 HZ0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0635'1.2 MI W FROM HAMILTON.
 HZ0635'0.55 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT HAMILTON,
 HZ0635'THENCE ABOUT 0.6 MILE SOUTH ALONG A DIM PRIVATE ROAD THROUGH
 HZ0635'THE HUBBARD FARM, THENCE ABOUT 0.1 MILE DOWNSTREAM ALONG THE
 HZ0635'OHIO RIVER, ABOUT 0.2 MILE UPSTREAM FROM THE MOUTH OF GUNPOWDER
 HZ0635'CREEK, ABOUT 195 YARDS SOUTHEAST OF A POINT WHERE FARM ROAD LEAVES
 HZ0635'THE RIVER AND GOES NORTH TO FARM HOUSE, 523 FEET SOUTHEAST OF
 HZ0635'NAVAGATION LIGHT NO. 513.3, ABOUT 10 FEET SOUTH OF THE TOP OF
 HZ0635'FIRST BANK ON RIVER, 12 FEET SOUTHWEST OF A 6-INCH FORKED ELM
 HZ0635'TREE, AND PROJECTING 3 INCHES.  NOTE-- THE FIGURES 511 ARE CAST
 HZ0635'IN DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0386 ***********************************************************************
 HZ0386  DESIGNATION -  512
 HZ0386  PID         -  HZ0386
 HZ0386  STATE/COUNTY-  KY/FRANKLIN
 HZ0386  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0386
 HZ0386                         *CURRENT SURVEY CONTROL
 HZ0386  ___________________________________________________________________
 HZ0386* NAD 83(1986)-  38 11 51.     (N)    084 52 44.     (W)     SCALED    
 HZ0386* NAVD 88     -       155.924  (meters)     511.56   (feet)  ADJUSTED  
 HZ0386  ___________________________________________________________________
 HZ0386  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HZ0386  DYNAMIC HT  -         155.815 (meters)     511.20  (feet)  COMP
 HZ0386  MODELED GRAV-     979,927.0   (mgal)                       NAVD 88
 HZ0386
 HZ0386  VERT ORDER  -  FIRST     CLASS II
 HZ0386
 HZ0386.The horizontal coordinates were scaled from a topographic map and have
 HZ0386.an estimated accuracy of +/- 6 seconds.
 HZ0386
 HZ0386.The orthometric height was determined by differential leveling
 HZ0386.and adjusted by the National Geodetic Survey in June 1991..
 HZ0386
 HZ0386.The geoid height was determined by GEOID03.
 HZ0386
 HZ0386.The dynamic height is computed by dividing the NAVD 88
 HZ0386.geopotential number by the normal gravity value computed on the
 HZ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0386.degrees latitude (g = 980.6199 gals.).
 HZ0386
 HZ0386.The modeled gravity was interpolated from observed gravity values.
 HZ0386
 HZ0386;                    North         East    Units  Estimated Accuracy
 HZ0386;SPC KY1Z     - 1,207,250.    1,576,300.      MT  (+/- 180 meters Scaled)
 HZ0386
 HZ0386                          SUPERSEDED SURVEY CONTROL
 HZ0386
 HZ0386  NGVD 29 (??/??/92)  156.098  (m)          512.13   (f) ADJ UNCH    1 2
 HZ0386
 HZ0386.Superseded values are not recommended for survey control.
 HZ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0386.See file dsdata.txt to determine how the superseded data were derived.
 HZ0386
 HZ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH857298(NAD 83)
 HZ0386_MARKER: DD = SURVEY DISK
 HZ0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0386_SP_SET: WATER TABLE
 HZ0386_STAMPING: 512 512.066
 HZ0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0386
 HZ0386  HISTORY     - Date     Condition        Report By
 HZ0386  HISTORY     - UNK      MONUMENTED       USGS
 HZ0386  HISTORY     - 1949     GOOD             NGS
 HZ0386  HISTORY     - 1979     GOOD             DOD
 HZ0386
 HZ0386                          STATION DESCRIPTION
 HZ0386
 HZ0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0386'AT FRANKFORT.
 HZ0386'AT FRANKFORT, AT THE INTERSECTION OF WAPPING AND ST. CLAIR
 HZ0386'STREET, SET VERTICALLY IN THE NORTH FACE OF THE WATER TABLE
 HZ0386'AT THE NORTHEAST CORNER OF THE POST OFFICE BUILDING, 0.7 FOOT
 HZ0386'WEST OF THE NORTHEAST CORNER AND 3 FEET ABOVE THE GROUND.
 HZ0386
 HZ0386                          STATION RECOVERY (1979)
 HZ0386
 HZ0386'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 HZ0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0077 ***********************************************************************
 HA0077  DESIGNATION -  514.83
 HA0077  PID         -  HA0077
 HA0077  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0077  USGS QUAD   -  LODIBURG (1953)
 HA0077
 HA0077                         *CURRENT SURVEY CONTROL
 HA0077  ___________________________________________________________________
 HA0077* NAD 83(1986)-  37 54 15.     (N)    086 24 06.     (W)     SCALED    
 HA0077* NAVD 88     -       156.677  (meters)     514.03   (feet)  ADJUSTED  
 HA0077  ___________________________________________________________________
 HA0077  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HA0077  DYNAMIC HT  -         156.565 (meters)     513.66  (feet)  COMP
 HA0077  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 HA0077
 HA0077  VERT ORDER  -  SECOND    CLASS 0
 HA0077
 HA0077.The horizontal coordinates were scaled from a topographic map and have
 HA0077.an estimated accuracy of +/- 6 seconds.
 HA0077
 HA0077.The orthometric height was determined by differential leveling
 HA0077.and adjusted by the National Geodetic Survey in June 1991..
 HA0077
 HA0077.The geoid height was determined by GEOID03.
 HA0077
 HA0077.The dynamic height is computed by dividing the NAVD 88
 HA0077.geopotential number by the normal gravity value computed on the
 HA0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0077.degrees latitude (g = 980.6199 gals.).
 HA0077
 HA0077.The modeled gravity was interpolated from observed gravity values.
 HA0077
 HA0077;                    North         East    Units  Estimated Accuracy
 HA0077;SPC KY1Z     - 1,174,540.    1,442,690.      MT  (+/- 180 meters Scaled)
 HA0077
 HA0077                          SUPERSEDED SURVEY CONTROL
 HA0077
 HA0077  NGVD 29 (??/??/92)  156.780  (m)          514.37   (f) ADJ UNCH    2 0
 HA0077
 HA0077.Superseded values are not recommended for survey control.
 HA0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0077.See file dsdata.txt to determine how the superseded data were derived.
 HA0077
 HA0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG526953(NAD 83)
 HA0077_MARKER: Q = CHISELED SQUARE
 HA0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0077_SP_SET: BRIDGE
 HA0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0077
 HA0077  HISTORY     - Date     Condition        Report By
 HA0077  HISTORY     - UNK      MONUMENTED       USGS
 HA0077  HISTORY     - 1935     GOOD             NGS
 HA0077
 HA0077                          STATION DESCRIPTION
 HA0077
 HA0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0077'AT LODIBURG.
 HA0077'AT LODIBURG, BRECKINRIDGE COUNTY, IN FRONT OF THE LOUISVILLE
 HA0077'AND NASHVILLE RAILROAD STATION, ON THE TOP OF A CONCRETE RETAINING
 HA0077'WALL, 2 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE TRACK.
 HA0077'A 2-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1053 ***********************************************************************
 HY1053  DESIGNATION -  519
 HY1053  PID         -  HY1053
 HY1053  STATE/COUNTY-  KY/GREENUP
 HY1053  USGS QUAD   -  IRONTON (1987)
 HY1053
 HY1053                         *CURRENT SURVEY CONTROL
 HY1053  ___________________________________________________________________
 HY1053* NAD 83(1986)-  38 33 09.     (N)    082 44 09.     (W)     SCALED    
 HY1053* NAVD 88     -       167.985  (meters)     551.13   (feet)  ADJUSTED  
 HY1053  ___________________________________________________________________
 HY1053  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY1053  DYNAMIC HT  -         167.876 (meters)     550.77  (feet)  COMP
 HY1053  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 HY1053
 HY1053  VERT ORDER  -  FIRST     CLASS II
 HY1053
 HY1053.This mark is at Ashland-Boyd County Airport (DWU)
 HY1053
 HY1053.The horizontal coordinates were scaled from a topographic map and have
 HY1053.an estimated accuracy of +/- 6 seconds.
 HY1053
 HY1053.The orthometric height was determined by differential leveling
 HY1053.and adjusted by the National Geodetic Survey in June 1991..
 HY1053
 HY1053.The geoid height was determined by GEOID03.
 HY1053
 HY1053.The dynamic height is computed by dividing the NAVD 88
 HY1053.geopotential number by the normal gravity value computed on the
 HY1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1053.degrees latitude (g = 980.6199 gals.).
 HY1053
 HY1053.The modeled gravity was interpolated from observed gravity values.
 HY1053
 HY1053;                    North         East    Units  Estimated Accuracy
 HY1053;SPC KY1Z     - 1,250,540.    1,762,690.      MT  (+/- 180 meters Scaled)
 HY1053
 HY1053                          SUPERSEDED SURVEY CONTROL
 HY1053
 HY1053  NGVD 29 (??/??/92)  168.172  (m)          551.74   (f) ADJ UNCH    1 2
 HY1053
 HY1053.Superseded values are not recommended for survey control.
 HY1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1053.See file dsdata.txt to determine how the superseded data were derived.
 HY1053
 HY1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC487685(NAD 83)
 HY1053_MARKER: P = PIPE CAP
 HY1053_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1053_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1053_STAMPING: 519
 HY1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1053
 HY1053  HISTORY     - Date     Condition        Report By
 HY1053  HISTORY     - UNK      MONUMENTED       DOD
 HY1053  HISTORY     - 1956     GOOD             NGS
 HY1053
 HY1053                          STATION DESCRIPTION
 HY1053
 HY1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY1053'3.2 MI W FROM RUSSELL.
 HY1053'1.95 MILES WEST ALONG U.S. HIGHWAY 23 FROM THE CHESAPEAKE AND
 HY1053'OHIO RAILWAY STATION AT RUSSELL, THENCE ABOUT 0.05 MILE NORTH
 HY1053'ALONG POND RUN ROAD, THENCE ABOUT 0.4 MILE NORTHWEST AND NORTH
 HY1053'ALONG A PAVED ROAD LEADING TO WORTHINGTON, THENCE ABOUT 0.75 MILE
 HY1053'WEST ALONG A BLACK TOP ROAD, AT ASHLAND-BOYD COUNTY AIRPORT, 53
 HY1053'FEET EAST-NORTHEAST OF SOUTHEAST CORNER OF HANGAR PART OF
 HY1053'ASHLAND OIL COMPANY HANGAR AND OFFICE, 82 FEET SOUTHEAST OF
 HY1053'NORTHEAST CORNER OF DOOR CASE OF HANGAR PART OF SAME BUILDING,
 HY1053'2 1/2 FEET NORTHWEST AND INSIDE A FENCE CORNER, 92 FEET
 HY1053'SOUTH OF CENTER OF A GATE IN FENCE LINE, AND IS A 2-INCH IRON
 HY1053'PIPE BEARING A U.S.E. CAP PROJECTING 3 INCHES AND IS DIRECTLY
 HY1053'OVER A BOLT ON CONCRETE PEDESTAL.  NOTE-- THE CONDITION OF
 HY1053'MARK APPEARS TO BE GOOD, HOWEVER, THE LEVELING INDICATES THAT
 HY1053'THE MARK HAS MOVED CONSIDERABLY.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0405 ***********************************************************************
 HB0405  DESIGNATION -  52 M USGS
 HB0405  PID         -  HB0405
 HB0405  STATE/COUNTY-  KY/MCCRACKEN
 HB0405  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0405
 HB0405                         *CURRENT SURVEY CONTROL
 HB0405  ___________________________________________________________________
 HB0405* NAD 83(1986)-  37 01 10.     (N)    088 29 59.     (W)     SCALED    
 HB0405* NAVD 88     -       105.652  (meters)     346.63   (feet)  POSTED    
 HB0405  ___________________________________________________________________
 HB0405  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HB0405  DYNAMIC HT  -         105.570 (meters)     346.36  (feet)  COMP
 HB0405  MODELED GRAV-     979,887.2   (mgal)                       NAVD 88
 HB0405
 HB0405  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HB0405
 HB0405.The horizontal coordinates were scaled from a topographic map and have
 HB0405.an estimated accuracy of +/- 6 seconds.
 HB0405
 HB0405.The orthometric height was determined by differential leveling
 HB0405.and adjusted by the National Geodetic Survey in 1992..
 HB0405.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HB0405.rate of 4.1 thru 8.0 mm/km.
 HB0405
 HB0405.The geoid height was determined by GEOID03.
 HB0405
 HB0405.The dynamic height is computed by dividing the NAVD 88
 HB0405.geopotential number by the normal gravity value computed on the
 HB0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0405.degrees latitude (g = 980.6199 gals.).
 HB0405
 HB0405.The modeled gravity was interpolated from observed gravity values.
 HB0405
 HB0405;                    North         East    Units  Estimated Accuracy
 HB0405;SPC KY1Z     - 1,079,750.    1,255,340.      MT  (+/- 180 meters Scaled)
 HB0405
 HB0405                          SUPERSEDED SURVEY CONTROL
 HB0405
 HB0405  NGVD 29 (??/??/??)  105.684  (m)          346.73   (f) ADJUSTED    1 2
 HB0405
 HB0405.Superseded values are not recommended for survey control.
 HB0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0405.See file dsdata.txt to determine how the superseded data were derived.
 HB0405
 HB0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF665980(NAD 83)
 HB0405_MARKER: DD = SURVEY DISK
 HB0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0405+STABILITY: SURFACE MOTION
 HB0405
 HB0405  HISTORY     - Date     Condition        Report By
 HB0405  HISTORY     - UNK      MONUMENTED       USGS
 HB0405  HISTORY     - 1968     MARK NOT FOUND   CGS
 HB0405  HISTORY     - 20030204 MARK NOT FOUND   ILDT
 HB0405
 HB0405                          STATION DESCRIPTION
 HB0405
 HB0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0405'3.2 MI W FROM LITTLE CYPRESS.
 HB0405'3.2 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0405'CROSSING AT LITTLE CYPRESS, 0.15 MILE SOUTHEAST OF MILE POST
 HB0405'L 218, IN THE WEST QUARTER OF THE FIRST DIRT ROAD CROSSING
 HB0405'NORTHWEST OF SIGNAL NO. J 217.8, 214 FEET WEST OF AND ACROSS THE
 HB0405'DIRT ROAD FROM SIGNAL NO. 217.8, 46 FEET SOUTHWEST OF THE
 HB0405'SOUTHWEST RAIL OF THE SOUTHEAST BOUND TRACK, 35 FEET WEST AND
 HB0405'ACROSS THE TRACK FROM A TELEPHONE POLE, 18 FEET NORTHWEST OF THE
 HB0405'CENTER LINE OF THE ROAD, 4 FEET BELOW THE TRACK AND SET IN THE
 HB0405'TOP OF A CONCRETE POST.  NOTE-- IT IS BELIEVED THAT THE MARK HAS
 HB0405'BEEN COVERED BY ABOUT FOUR FEET OF FILL.
 HB0405
 HB0405                          STATION RECOVERY (2003)
 HB0405
 HB0405'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (MAW)
 HB0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1998 ***********************************************************************
 HY1998  DESIGNATION -  523 BOLT
 HY1998  PID         -  HY1998
 HY1998  STATE/COUNTY-  KY/GREENUP
 HY1998  USGS QUAD   -  GREENUP (1985)
 HY1998
 HY1998                         *CURRENT SURVEY CONTROL
 HY1998  ___________________________________________________________________
 HY1998* NAD 83(1986)-  38 33 05.     (N)    082 46 46.     (W)     SCALED    
 HY1998* NAVD 88     -       164.998  (meters)     541.33   (feet)  ADJUSTED  
 HY1998  ___________________________________________________________________
 HY1998  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY1998  DYNAMIC HT  -         164.892 (meters)     540.98  (feet)  COMP
 HY1998  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 HY1998
 HY1998  VERT ORDER  -  FIRST     CLASS II
 HY1998
 HY1998.The horizontal coordinates were scaled from a topographic map and have
 HY1998.an estimated accuracy of +/- 6 seconds.
 HY1998
 HY1998.The orthometric height was determined by differential leveling
 HY1998.and adjusted by the National Geodetic Survey in June 1991..
 HY1998
 HY1998.The geoid height was determined by GEOID03.
 HY1998
 HY1998.The dynamic height is computed by dividing the NAVD 88
 HY1998.geopotential number by the normal gravity value computed on the
 HY1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1998.degrees latitude (g = 980.6199 gals.).
 HY1998
 HY1998.The modeled gravity was interpolated from observed gravity values.
 HY1998
 HY1998;                    North         East    Units  Estimated Accuracy
 HY1998;SPC KY1Z     - 1,250,290.    1,758,900.      MT  (+/- 180 meters Scaled)
 HY1998
 HY1998                          SUPERSEDED SURVEY CONTROL
 HY1998
 HY1998  NGVD 29 (??/??/92)  165.185  (m)          541.94   (f) ADJ UNCH    1 2
 HY1998
 HY1998.Superseded values are not recommended for survey control.
 HY1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1998.See file dsdata.txt to determine how the superseded data were derived.
 HY1998
 HY1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC449684(NAD 83)
 HY1998_MARKER: B = BOLT
 HY1998_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1998_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1998
 HY1998  HISTORY     - Date     Condition        Report By
 HY1998  HISTORY     - UNK      MONUMENTED       DOD
 HY1998  HISTORY     - 1956     GOOD             NGS
 HY1998
 HY1998                          STATION DESCRIPTION
 HY1998
 HY1998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY1998'3.6 MI SE FROM GREENUP.
 HY1998'3.65 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1998'FROM THE STATION AT GREENUP, AT WURTLAND, ABOUT 0.3 MILE
 HY1998'EAST OF MILE POST 529, ABOUT 100 YARDS NORTH OF THE STATION AT
 HY1998'WURTLAND, 230 FEET NORTH OF NORTH RAIL OF NORTH TRACK, 12 1/2
 HY1998'FEET WEST OF CENTER LINE OF A NARROW ROAD, 1 1/2 FEET WEST OF A
 HY1998'FENCE LINE, 38 FEET SOUTH OF A GAS METER, 67 1/2 FEET SOUTHEAST
 HY1998'OF SOUTHEAST PORCH CORNER OF A 1-STORY FRAME HOUSE, 85 FEET
 HY1998'NORTH OF NORTHEAST CORNER OF A CONCRETE BLOCK GARAGE, A BOLT IN
 HY1998'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1057 ***********************************************************************
 HY1057  DESIGNATION -  523 CAP USE
 HY1057  PID         -  HY1057
 HY1057  STATE/COUNTY-  KY/GREENUP
 HY1057  USGS QUAD   -  GREENUP (1985)
 HY1057
 HY1057                         *CURRENT SURVEY CONTROL
 HY1057  ___________________________________________________________________
 HY1057* NAD 83(1986)-  38 33 05.     (N)    082 46 46.     (W)     SCALED    
 HY1057* NAVD 88     -       165.917  (meters)     544.35   (feet)  ADJUSTED  
 HY1057  ___________________________________________________________________
 HY1057  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY1057  DYNAMIC HT  -         165.811 (meters)     544.00  (feet)  COMP
 HY1057  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 HY1057
 HY1057  VERT ORDER  -  FIRST     CLASS II
 HY1057
 HY1057.The horizontal coordinates were scaled from a topographic map and have
 HY1057.an estimated accuracy of +/- 6 seconds.
 HY1057
 HY1057.The orthometric height was determined by differential leveling
 HY1057.and adjusted by the National Geodetic Survey in June 1991..
 HY1057
 HY1057.The geoid height was determined by GEOID03.
 HY1057
 HY1057.The dynamic height is computed by dividing the NAVD 88
 HY1057.geopotential number by the normal gravity value computed on the
 HY1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1057.degrees latitude (g = 980.6199 gals.).
 HY1057
 HY1057.The modeled gravity was interpolated from observed gravity values.
 HY1057
 HY1057;                    North         East    Units  Estimated Accuracy
 HY1057;SPC KY1Z     - 1,250,290.    1,758,900.      MT  (+/- 180 meters Scaled)
 HY1057
 HY1057                          SUPERSEDED SURVEY CONTROL
 HY1057
 HY1057  NGVD 29 (??/??/92)  166.100  (m)          544.95   (f) ADJ UNCH    1 2
 HY1057
 HY1057.Superseded values are not recommended for survey control.
 HY1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1057.See file dsdata.txt to determine how the superseded data were derived.
 HY1057
 HY1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC449684(NAD 83)
 HY1057_MARKER: P = PIPE CAP
 HY1057_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1057_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1057_STAMPING: 523
 HY1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1057
 HY1057  HISTORY     - Date     Condition        Report By
 HY1057  HISTORY     - UNK      MONUMENTED       DOD
 HY1057  HISTORY     - 1956     GOOD             NGS
 HY1057  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY1057
 HY1057                          STATION DESCRIPTION
 HY1057
 HY1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY1057'3.6 MI SE FROM GREENUP.
 HY1057'3.65 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY1057'THE STATION AT GREENUP, AT WURTLAND, ABOUT 0.3 MILE EAST OF
 HY1057'MILE POST 529, ABOUT 100 YARDS NORTH OF THE STATION AT WURTLAND,
 HY1057'230 FEET NORTH OF NORTH RAIL OF NORTH TRACK, 12 1/2 FEET WEST OF
 HY1057'CENTER LINE OF A NARROW ROAD, 1 1/2 FEET WEST OF A FENCE LINE,
 HY1057'38 FEET SOUTH OF A GAS METER, 67 1/2 FEET SOUTHEAST OF SOUTHEAST
 HY1057'PORCH CORNER OF A 1-STORY FRAME HOUSE, 85 FEET NORTH OF NORTHEAST
 HY1057'CORNER OF A CONCRETE BLOCK GARAGE, A 2-INCH IRON PIPE WITH CAP.
 HY1057'NOTE-- STAMPED BY THIS PARTY IN 1956.
 HY1057
 HY1057                          STATION RECOVERY (1984)
 HY1057
 HY1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY1057'NOT RECOVERED, NO EVIDENCE OF A PIPE OR CAP FOUND AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0557 ***********************************************************************
 HZ0557  DESIGNATION -  526 A
 HZ0557  PID         -  HZ0557
 HZ0557  STATE/COUNTY-  KY/GALLATIN
 HZ0557  USGS QUAD   -  FLORENCE (1994)
 HZ0557
 HZ0557                         *CURRENT SURVEY CONTROL
 HZ0557  ___________________________________________________________________
 HZ0557* NAD 83(1986)-  38 47 02.     (N)    084 54 09.     (W)     SCALED    
 HZ0557* NAVD 88     -       150.615  (meters)     494.14   (feet)  ADJUSTED  
 HZ0557  ___________________________________________________________________
 HZ0557  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0557  DYNAMIC HT  -         150.521 (meters)     493.83  (feet)  COMP
 HZ0557  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 HZ0557
 HZ0557  VERT ORDER  -  FIRST     CLASS II
 HZ0557
 HZ0557.The horizontal coordinates were scaled from a topographic map and have
 HZ0557.an estimated accuracy of +/- 6 seconds.
 HZ0557
 HZ0557.The orthometric height was determined by differential leveling
 HZ0557.and adjusted by the National Geodetic Survey in June 1991..
 HZ0557
 HZ0557.The geoid height was determined by GEOID03.
 HZ0557
 HZ0557.The dynamic height is computed by dividing the NAVD 88
 HZ0557.geopotential number by the normal gravity value computed on the
 HZ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0557.degrees latitude (g = 980.6199 gals.).
 HZ0557
 HZ0557.The modeled gravity was interpolated from observed gravity values.
 HZ0557
 HZ0557;                    North         East    Units  Estimated Accuracy
 HZ0557;SPC KY1Z     - 1,272,320.    1,573,640.      MT  (+/- 180 meters Scaled)
 HZ0557
 HZ0557                          SUPERSEDED SURVEY CONTROL
 HZ0557
 HZ0557  NGVD 29 (??/??/92)  150.810  (m)          494.78   (f) ADJ UNCH    1 2
 HZ0557
 HZ0557.Superseded values are not recommended for survey control.
 HZ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0557.See file dsdata.txt to determine how the superseded data were derived.
 HZ0557
 HZ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH821948(NAD 83)
 HZ0557_MARKER: Q = CHISELED SQUARE
 HZ0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0557_SP_SET: STONE
 HZ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0557+STABILITY: SURFACE MOTION
 HZ0557
 HZ0557  HISTORY     - Date     Condition        Report By
 HZ0557  HISTORY     - UNK      MONUMENTED       DOD
 HZ0557  HISTORY     - 1954     GOOD             NGS
 HZ0557  HISTORY     - 1964     GOOD             NGS
 HZ0557  HISTORY     - 19970726 GOOD             USPSQD
 HZ0557  HISTORY     - 19980725 GOOD             USPSQD
 HZ0557
 HZ0557                          STATION DESCRIPTION
 HZ0557
 HZ0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ0557'AT WARSAW.
 HZ0557'AT WARSAW, AT THE INTERSECTION OF THIRD AND HIGH STREET, AT THE
 HZ0557'NORTHWEST ENTRANCE TO THE COUNTY COURT HOUSE, IN THE TOP OF THE
 HZ0557'STONE WATER TABLE OF COURT HOUSE, 7 1/2 FEET SOUTHWEST OF CENTER
 HZ0557'LINE OF NORTHWEST DOOR WAY ENTRANCE AND ABOUT 1/2 FOOT ABOVE
 HZ0557'GROUND.  THE LETTERS U S B M ARE CUT IN STONE.
 HZ0557
 HZ0557                          STATION RECOVERY (1964)
 HZ0557
 HZ0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0557'RECOVERED IN GOOD CONDITION.
 HZ0557
 HZ0557                          STATION RECOVERY (1997)
 HZ0557
 HZ0557'RECOVERY NOTE BY US POWER SQUADRON 1997
 HZ0557'RECOVERED IN GOOD CONDITION.
 HZ0557
 HZ0557                          STATION RECOVERY (1998)
 HZ0557
 HZ0557'RECOVERY NOTE BY US POWER SQUADRON 1998
 HZ0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0116 ***********************************************************************
 HB0116  DESIGNATION -  526 RESET
 HB0116  PID         -  HB0116
 HB0116  STATE/COUNTY-  KY/CRITTENDEN
 HB0116  USGS QUAD   -  MARION (1954)
 HB0116
 HB0116                         *CURRENT SURVEY CONTROL
 HB0116  ___________________________________________________________________
 HB0116* NAD 83(1986)-  37 21 58.     (N)    088 02 19.     (W)     SCALED    
 HB0116* NAVD 88     -       163.468  (meters)     536.31   (feet)  ADJUSTED  
 HB0116  ___________________________________________________________________
 HB0116  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 HB0116  DYNAMIC HT  -         163.349 (meters)     535.92  (feet)  COMP
 HB0116  MODELED GRAV-     979,897.2   (mgal)                       NAVD 88
 HB0116
 HB0116  VERT ORDER  -  FIRST     CLASS II
 HB0116
 HB0116.The horizontal coordinates were scaled from a topographic map and have
 HB0116.an estimated accuracy of +/- 6 seconds.
 HB0116
 HB0116.The orthometric height was determined by differential leveling
 HB0116.and adjusted by the National Geodetic Survey in June 1991..
 HB0116.WARNING-Repeat measurements at this control monument indicate possible
 HB0116.vertical movement.
 HB0116
 HB0116.The geoid height was determined by GEOID03.
 HB0116
 HB0116.The dynamic height is computed by dividing the NAVD 88
 HB0116.geopotential number by the normal gravity value computed on the
 HB0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0116.degrees latitude (g = 980.6199 gals.).
 HB0116
 HB0116.The modeled gravity was interpolated from observed gravity values.
 HB0116
 HB0116;                    North         East    Units  Estimated Accuracy
 HB0116;SPC KY1Z     - 1,117,110.    1,297,300.      MT  (+/- 180 meters Scaled)
 HB0116
 HB0116                          SUPERSEDED SURVEY CONTROL
 HB0116
 HB0116  NGVD 29 (??/??/??)  163.549  (m)          536.58   (f) ADJUSTED    1 2
 HB0116
 HB0116.Superseded values are not recommended for survey control.
 HB0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0116.See file dsdata.txt to determine how the superseded data were derived.
 HB0116
 HB0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG080359(NAD 83)
 HB0116_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HB0116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0116_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0116_STAMPING: 526 RESET
 HB0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0116
 HB0116  HISTORY     - Date     Condition        Report By
 HB0116  HISTORY     - 1935     MONUMENTED       CGS
 HB0116  HISTORY     - 1949     GOOD             CGS
 HB0116  HISTORY     - 1985     MARK NOT FOUND   NGS
 HB0116
 HB0116                          STATION DESCRIPTION
 HB0116
 HB0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0116'3.5 MI NE FROM MARION.
 HB0116'--3.4 MILES NORTHEAST ALONG THE ILLINOIS
 HB0116'CENTRAL RAILROAD FROM THE STATION AT MARION, CRITTENDEN COUNTY,
 HB0116'52 FEET WEST OF THE CENTER OF A ROAD CROSSING, 49 FEET NORTHWEST
 HB0116'OF THE NORTHWEST RAIL, 40 FEET SOUTHEAST OF THE CENTER LINE OF
 HB0116'U.S. HIGHWAY 60, AT A FENCE, AND ABOUT 3 FEET HIGHER THAN THE TRACK.
 HB0116'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 526 RESET
 HB0116'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 HB0116
 HB0116                          STATION RECOVERY (1985)
 HB0116
 HB0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0116'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2000 ***********************************************************************
 HY2000  DESIGNATION -  533 BOLT
 HY2000  PID         -  HY2000
 HY2000  STATE/COUNTY-  KY/GREENUP
 HY2000  USGS QUAD   -  GREENUP (1985)
 HY2000
 HY2000                         *CURRENT SURVEY CONTROL
 HY2000  ___________________________________________________________________
 HY2000* NAD 83(1986)-  38 37 28.     (N)    082 51 47.     (W)     SCALED    
 HY2000* NAVD 88     -       163.812  (meters)     537.44   (feet)  ADJUSTED  
 HY2000  ___________________________________________________________________
 HY2000  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY2000  DYNAMIC HT  -         163.709 (meters)     537.10  (feet)  COMP
 HY2000  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 HY2000
 HY2000  VERT ORDER  -  FIRST     CLASS I
 HY2000
 HY2000.The horizontal coordinates were scaled from a topographic map and have
 HY2000.an estimated accuracy of +/- 6 seconds.
 HY2000
 HY2000.The orthometric height was determined by differential leveling
 HY2000.and adjusted by the National Geodetic Survey in June 1991..
 HY2000
 HY2000.The geoid height was determined by GEOID03.
 HY2000
 HY2000.The dynamic height is computed by dividing the NAVD 88
 HY2000.geopotential number by the normal gravity value computed on the
 HY2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2000.degrees latitude (g = 980.6199 gals.).
 HY2000
 HY2000.The modeled gravity was interpolated from observed gravity values.
 HY2000
 HY2000;                    North         East    Units  Estimated Accuracy
 HY2000;SPC KY1Z     - 1,258,170.    1,751,360.      MT  (+/- 180 meters Scaled)
 HY2000
 HY2000                          SUPERSEDED SURVEY CONTROL
 HY2000
 HY2000  NGVD 29 (??/??/92)  163.999  (m)          538.05   (f) ADJ UNCH    1 1
 HY2000
 HY2000.Superseded values are not recommended for survey control.
 HY2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2000.See file dsdata.txt to determine how the superseded data were derived.
 HY2000
 HY2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC378767(NAD 83)
 HY2000_MARKER: B = BOLT
 HY2000_SETTING: 0 = UNSPECIFIED SETTING
 HY2000_STAMPING: 533
 HY2000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2000
 HY2000  HISTORY     - Date     Condition        Report By
 HY2000  HISTORY     - UNK      MONUMENTED       DOD
 HY2000  HISTORY     - 1967     GOOD             NGS
 HY2000
 HY2000                          STATION DESCRIPTION
 HY2000
 HY2000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY2000'3.6 MI NW FROM GREENUP.
 HY2000'ABOUT 3.6 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY2000'FROM THE STATION AT GREENUP, AT OLIVER, NEAR A GRAVELED ROAD
 HY2000'CROSSING, 260 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 96
 HY2000'FEET SOUTHEAST OF AND ACROSS TRACKS FROM MILEPOST 536, 82 FEET
 HY2000'SOUTH OF THE SECOND TELEPHONE POLE SOUTH OF THE ROAD CROSSING,
 HY2000'64 1/2 FEET NORTH OF THE THIRD TELEPHONE POLE SOUTH OF THE ROAD
 HY2000'CROSSING, 19 FEET WEST OF A FENCE LINE, 14 FEET EAST OF THE EAST
 HY2000'RAIL OF THE NEAR TRACK, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 HY2000'TOP OF BOLT UNDER A USE PIPE AND CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1070 ***********************************************************************
 HY1070  DESIGNATION -  533 CAP
 HY1070  PID         -  HY1070
 HY1070  STATE/COUNTY-  KY/GREENUP
 HY1070  USGS QUAD   -  GREENUP (1985)
 HY1070
 HY1070                         *CURRENT SURVEY CONTROL
 HY1070  ___________________________________________________________________
 HY1070* NAD 83(1986)-  38 37 28.     (N)    082 51 47.     (W)     SCALED    
 HY1070* NAVD 88     -       164.731  (meters)     540.46   (feet)  ADJUSTED  
 HY1070  ___________________________________________________________________
 HY1070  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY1070  DYNAMIC HT  -         164.627 (meters)     540.11  (feet)  COMP
 HY1070  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 HY1070
 HY1070  VERT ORDER  -  FIRST     CLASS I
 HY1070
 HY1070.The horizontal coordinates were scaled from a topographic map and have
 HY1070.an estimated accuracy of +/- 6 seconds.
 HY1070
 HY1070.The orthometric height was determined by differential leveling
 HY1070.and adjusted by the National Geodetic Survey in June 1991..
 HY1070
 HY1070.The geoid height was determined by GEOID03.
 HY1070
 HY1070.The dynamic height is computed by dividing the NAVD 88
 HY1070.geopotential number by the normal gravity value computed on the
 HY1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1070.degrees latitude (g = 980.6199 gals.).
 HY1070
 HY1070.The modeled gravity was interpolated from observed gravity values.
 HY1070
 HY1070;                    North         East    Units  Estimated Accuracy
 HY1070;SPC KY1Z     - 1,258,170.    1,751,360.      MT  (+/- 180 meters Scaled)
 HY1070
 HY1070                          SUPERSEDED SURVEY CONTROL
 HY1070
 HY1070  NGVD 29 (??/??/92)  164.917  (m)          541.07   (f) ADJ UNCH    1 1
 HY1070
 HY1070.Superseded values are not recommended for survey control.
 HY1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1070.See file dsdata.txt to determine how the superseded data were derived.
 HY1070
 HY1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC378767(NAD 83)
 HY1070_MARKER: P = PIPE CAP
 HY1070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1070_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1070_STAMPING: 533
 HY1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1070
 HY1070  HISTORY     - Date     Condition        Report By
 HY1070  HISTORY     - UNK      MONUMENTED       DOD
 HY1070  HISTORY     - 1967     GOOD             NGS
 HY1070
 HY1070                          STATION DESCRIPTION
 HY1070
 HY1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1070'3.6 MI NW FROM GREENUP.
 HY1070'ABOUT 3.6 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1070'FROM THE STATION AT GREENUP, AT OLIVER, NEAR A GRAVELED ROAD
 HY1070'CROSSING, 260 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 96 FEET
 HY1070'SOUTHEAST OF AND ACROSS TRACKS FROM MILEPOST 536, 82 FEET SOUTH
 HY1070'OF THE SECOND TELEPHONE POLE SOUTH OF THE ROAD CROSSING, 64 1/2
 HY1070'FEET NORTH OF THE THIRD TELEPHONE POLE SOUTH OF THE ROAD CROSSING,
 HY1070'19 FEET WEST OF A FENCE LINE, 14 FEET EAST OF THE EAST RAIL OF
 HY1070'THE NEAR TRACK, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, A USE
 HY1070'PIPE AND CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0943 ***********************************************************************
 HZ0943  DESIGNATION -  535 A
 HZ0943  PID         -  HZ0943
 HZ0943  STATE/COUNTY-  KY/CARROLL
 HZ0943  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ0943
 HZ0943                         *CURRENT SURVEY CONTROL
 HZ0943  ___________________________________________________________________
 HZ0943* NAD 83(1986)-  38 44 20.     (N)    085 03 29.     (W)     SCALED    
 HZ0943* NAVD 88     -       150.692  (meters)     494.40   (feet)  ADJUSTED  
 HZ0943  ___________________________________________________________________
 HZ0943  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0943  DYNAMIC HT  -         150.596 (meters)     494.08  (feet)  COMP
 HZ0943  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 HZ0943
 HZ0943  VERT ORDER  -  FIRST     CLASS II
 HZ0943
 HZ0943.The horizontal coordinates were scaled from a topographic map and have
 HZ0943.an estimated accuracy of +/- 6 seconds.
 HZ0943
 HZ0943.The orthometric height was determined by differential leveling
 HZ0943.and adjusted by the National Geodetic Survey in June 1991..
 HZ0943
 HZ0943.The geoid height was determined by GEOID03.
 HZ0943
 HZ0943.The dynamic height is computed by dividing the NAVD 88
 HZ0943.geopotential number by the normal gravity value computed on the
 HZ0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0943.degrees latitude (g = 980.6199 gals.).
 HZ0943
 HZ0943.The modeled gravity was interpolated from observed gravity values.
 HZ0943
 HZ0943;                    North         East    Units  Estimated Accuracy
 HZ0943;SPC KY1Z     - 1,267,210.    1,560,160.      MT  (+/- 180 meters Scaled)
 HZ0943
 HZ0943                          SUPERSEDED SURVEY CONTROL
 HZ0943
 HZ0943  NGVD 29 (??/??/92)  150.876  (m)          495.00   (f) ADJ UNCH    1 2
 HZ0943
 HZ0943.Superseded values are not recommended for survey control.
 HZ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0943.See file dsdata.txt to determine how the superseded data were derived.
 HZ0943
 HZ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH687895(NAD 83)
 HZ0943_MARKER: Q = CHISELED SQUARE
 HZ0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0943_SP_SET: PORCH
 HZ0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0943+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 HZ0943
 HZ0943  HISTORY     - Date     Condition        Report By
 HZ0943  HISTORY     - UNK      MONUMENTED       DOD
 HZ0943  HISTORY     - 1954     GOOD             NGS
 HZ0943  HISTORY     - 1964     GOOD             NGS
 HZ0943  HISTORY     - 20030513 GOOD             KYDT
 HZ0943
 HZ0943                          STATION DESCRIPTION
 HZ0943
 HZ0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ0943'AT GHENT.
 HZ0943'AT GHENT, ALONG U.S. HIGHWAY 42, AT THE BAPTIST CHURCH, A 1-INCH
 HZ0943'OUTLINED SQUARE ON TOP OF THE SOUTH CORNER OF CONCRETE PORCH
 HZ0943'ON SOUTHWEST SIDE OF CHURCH, 109 1/2 FEET SOUTHEAST OF CENTER
 HZ0943'LINE OF HIGHWAY, 3 INCHES SOUTH OF SOUTH FACE OF CIRCULAR BRICK
 HZ0943'COLUMN AT SOUTH CORNER OF PORCH AND ABOUT 3 1/2 FEET ABOVE LEVEL
 HZ0943'OF HIGHWAY.
 HZ0943
 HZ0943                          STATION RECOVERY (1964)
 HZ0943
 HZ0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0943'RECOVERED IN GOOD CONDITION.
 HZ0943
 HZ0943                          STATION RECOVERY (2003)
 HZ0943
 HZ0943'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1061 ***********************************************************************
 HY1061  DESIGNATION -  538.5 USGS
 HY1061  PID         -  HY1061
 HY1061  STATE/COUNTY-  KY/GREENUP
 HY1061  USGS QUAD   -  GREENUP (1985)
 HY1061
 HY1061                         *CURRENT SURVEY CONTROL
 HY1061  ___________________________________________________________________
 HY1061* NAD 83(1986)-  38 34 14.     (N)    082 49 41.     (W)     SCALED    
 HY1061* NAVD 88     -       163.911  (meters)     537.76   (feet)  ADJUSTED  
 HY1061  ___________________________________________________________________
 HY1061  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HY1061  DYNAMIC HT  -         163.807 (meters)     537.42  (feet)  COMP
 HY1061  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 HY1061
 HY1061  VERT ORDER  -  FIRST     CLASS I
 HY1061
 HY1061.The horizontal coordinates were scaled from a topographic map and have
 HY1061.an estimated accuracy of +/- 6 seconds.
 HY1061
 HY1061.The orthometric height was determined by differential leveling
 HY1061.and adjusted by the National Geodetic Survey in June 1991..
 HY1061.WARNING-Repeat measurements at this control monument indicate possible
 HY1061.vertical movement.
 HY1061
 HY1061.The geoid height was determined by GEOID03.
 HY1061
 HY1061.The dynamic height is computed by dividing the NAVD 88
 HY1061.geopotential number by the normal gravity value computed on the
 HY1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1061.degrees latitude (g = 980.6199 gals.).
 HY1061
 HY1061.The modeled gravity was interpolated from observed gravity values.
 HY1061
 HY1061;                    North         East    Units  Estimated Accuracy
 HY1061;SPC KY1Z     - 1,252,290.    1,754,590.      MT  (+/- 180 meters Scaled)
 HY1061
 HY1061                          SUPERSEDED SURVEY CONTROL
 HY1061
 HY1061  NGVD 29 (??/??/92)  164.102  (m)          538.39   (f) ADJ UNCH    1 1
 HY1061
 HY1061.Superseded values are not recommended for survey control.
 HY1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1061.See file dsdata.txt to determine how the superseded data were derived.
 HY1061
 HY1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC407707(NAD 83)
 HY1061_MARKER: Q = CHISELED SQUARE
 HY1061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1061_SP_SET: CULVERT
 HY1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1061
 HY1061  HISTORY     - Date     Condition        Report By
 HY1061  HISTORY     - UNK      MONUMENTED       USGS
 HY1061  HISTORY     - 1956     GOOD             NGS
 HY1061  HISTORY     - 1967     GOOD             USGS
 HY1061  HISTORY     - 1979     GOOD             LOCENG
 HY1061  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY1061
 HY1061                          STATION DESCRIPTION
 HY1061
 HY1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY1061'0.6 MI SE FROM GREENUP.
 HY1061'0.6 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY1061'THE STATION AT GREENUP, 143 FEET NORTHEAST OF NORTHEAST RAIL OF
 HY1061'NORTHEAST TRACK, 22 FEET SOUTHWEST OF CENTER LINE OF A BLACK
 HY1061'TOP ROAD (OLD HIGHWAY 23), 120 FEET NORTHWEST OF NORTHWEST END
 HY1061'OF THE FIRST PIER SOUTHWEST OF BLACK TOP ROAD OF CONCRETE OVERPASS
 HY1061'OF BUSINESS ROUTE U.S. HIGHWAY 23 OVER THE TRACKS AND ROAD, A
 HY1061'2 X 3-INCH OUTLINED SQUARE IN THE TOP AND NEAR CENTER OF THE
 HY1061'SOUTHWEST CONCRETE HEAD WALL OF A 15-INCH CORRUGATED PIPE
 HY1061'CULVERT UNDER BLACK TOP ROAD.
 HY1061
 HY1061                          STATION RECOVERY (1967)
 HY1061
 HY1061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HY1061'RECOVERED IN GOOD CONDITION.
 HY1061
 HY1061                          STATION RECOVERY (1979)
 HY1061
 HY1061'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1061'RECOVERED IN GOOD CONDITION.
 HY1061
 HY1061                          STATION RECOVERY (1984)
 HY1061
 HY1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY1061'NOT RECOVERED, A NEW CULVERT IS NOW AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0929 ***********************************************************************
 HZ0929  DESIGNATION -  543 A
 HZ0929  PID         -  HZ0929
 HZ0929  STATE/COUNTY-  KY/CARROLL
 HZ0929  USGS QUAD   -  CARROLLTON (1994)
 HZ0929
 HZ0929                         *CURRENT SURVEY CONTROL
 HZ0929  ___________________________________________________________________
 HZ0929* NAD 83(1986)-  38 40 54.     (N)    085 10 50.     (W)     SCALED    
 HZ0929* NAVD 88     -       144.601  (meters)     474.41   (feet)  ADJUSTED  
 HZ0929  ___________________________________________________________________
 HZ0929  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ0929  DYNAMIC HT  -         144.507 (meters)     474.10  (feet)  COMP
 HZ0929  MODELED GRAV-     979,976.2   (mgal)                       NAVD 88
 HZ0929
 HZ0929  VERT ORDER  -  FIRST     CLASS II
 HZ0929
 HZ0929.The horizontal coordinates were scaled from a topographic map and have
 HZ0929.an estimated accuracy of +/- 6 seconds.
 HZ0929
 HZ0929.The orthometric height was determined by differential leveling
 HZ0929.and adjusted by the National Geodetic Survey in June 1991..
 HZ0929
 HZ0929.The geoid height was determined by GEOID03.
 HZ0929
 HZ0929.The dynamic height is computed by dividing the NAVD 88
 HZ0929.geopotential number by the normal gravity value computed on the
 HZ0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0929.degrees latitude (g = 980.6199 gals.).
 HZ0929
 HZ0929.The modeled gravity was interpolated from observed gravity values.
 HZ0929
 HZ0929;                    North         East    Units  Estimated Accuracy
 HZ0929;SPC KY1Z     - 1,260,790.    1,549,550.      MT  (+/- 180 meters Scaled)
 HZ0929
 HZ0929                          SUPERSEDED SURVEY CONTROL
 HZ0929
 HZ0929  NGVD 29 (??/??/92)  144.779  (m)          475.00   (f) ADJ UNCH    1 2
 HZ0929
 HZ0929.Superseded values are not recommended for survey control.
 HZ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0929.See file dsdata.txt to determine how the superseded data were derived.
 HZ0929
 HZ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH582830(NAD 83)
 HZ0929_MARKER: Q = CHISELED SQUARE
 HZ0929_SETTING: 66 = SET IN ROCK OUTCROP
 HZ0929_SP_SET: STONE CUT
 HZ0929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ0929+STABILITY: POSITION/ELEVATION WELL
 HZ0929
 HZ0929  HISTORY     - Date     Condition        Report By
 HZ0929  HISTORY     - UNK      MONUMENTED       DOD
 HZ0929  HISTORY     - 1954     GOOD             NGS
 HZ0929  HISTORY     - 1964     GOOD             NGS
 HZ0929
 HZ0929                          STATION DESCRIPTION
 HZ0929
 HZ0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ0929'IN CARROLLTON.
 HZ0929'AT CARROLLTON, AN OUTLINES SQUARE IN THE TOP OF THE WATER TABLE
 HZ0929'IN EAST FACE OF THE COURT HOUSE, 3.2 FEET NORTH OF THE
 HZ0929'SOUTHEAST CORNER OF THE EXTREME EAST WING OF COURT HOUSE, 3.1
 HZ0929'FEET ABOVE THE GROUND AND SURROUNDED BY THE LETTERS USBM CUT IN
 HZ0929'STONE.  NOTE-- THIS SHOULD BE A GOOD MARK AS THE STRUCTURE
 HZ0929'APPEARS TO BE IN GOOD CONDITION.  THE MARK IS ON THE LANWARD
 HZ0929'SIDE OF THE COURT HOUSE BUILDING.
 HZ0929
 HZ0929                          STATION RECOVERY (1964)
 HZ0929
 HZ0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0928 ***********************************************************************
 HZ0928  DESIGNATION -  543 B
 HZ0928  PID         -  HZ0928
 HZ0928  STATE/COUNTY-  KY/CARROLL
 HZ0928  USGS QUAD   -  CARROLLTON (1994)
 HZ0928
 HZ0928                         *CURRENT SURVEY CONTROL
 HZ0928  ___________________________________________________________________
 HZ0928* NAD 83(1986)-  38 40 49.     (N)    085 11 14.     (W)     SCALED    
 HZ0928* NAVD 88     -       137.468  (meters)     451.01   (feet)  ADJUSTED  
 HZ0928  ___________________________________________________________________
 HZ0928  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ0928  DYNAMIC HT  -         137.379 (meters)     450.72  (feet)  COMP
 HZ0928  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 HZ0928
 HZ0928  VERT ORDER  -  FIRST     CLASS II
 HZ0928
 HZ0928.The horizontal coordinates were scaled from a topographic map and have
 HZ0928.an estimated accuracy of +/- 6 seconds.
 HZ0928
 HZ0928.The orthometric height was determined by differential leveling
 HZ0928.and adjusted by the National Geodetic Survey in June 1991..
 HZ0928.WARNING-Repeat measurements at this control monument indicate possible
 HZ0928.vertical movement.
 HZ0928
 HZ0928.The geoid height was determined by GEOID03.
 HZ0928
 HZ0928.The dynamic height is computed by dividing the NAVD 88
 HZ0928.geopotential number by the normal gravity value computed on the
 HZ0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0928.degrees latitude (g = 980.6199 gals.).
 HZ0928
 HZ0928.The modeled gravity was interpolated from observed gravity values.
 HZ0928
 HZ0928;                    North         East    Units  Estimated Accuracy
 HZ0928;SPC KY1Z     - 1,260,630.    1,548,970.      MT  (+/- 180 meters Scaled)
 HZ0928
 HZ0928                          SUPERSEDED SURVEY CONTROL
 HZ0928
 HZ0928  NGVD 29 (??/??/92)  137.646  (m)          451.59   (f) ADJ UNCH    1 2
 HZ0928
 HZ0928.Superseded values are not recommended for survey control.
 HZ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0928.See file dsdata.txt to determine how the superseded data were derived.
 HZ0928
 HZ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH576828(NAD 83)
 HZ0928_MARKER: Q = CHISELED SQUARE
 HZ0928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0928_SP_SET: BRIDGE
 HZ0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0928
 HZ0928  HISTORY     - Date     Condition        Report By
 HZ0928  HISTORY     - UNK      MONUMENTED       DOD
 HZ0928  HISTORY     - 1954     GOOD             NGS
 HZ0928  HISTORY     - 1964     MARK NOT FOUND   NGS
 HZ0928
 HZ0928                          STATION DESCRIPTION
 HZ0928
 HZ0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ0928'AT CARROLLTON.
 HZ0928'AT CARROLLTON, AT THE OLD ABANDONED HIGHWAY BRIDGE OVER
 HZ0928'KENTUCKY RIVER, A 1 1/2-INCH OUTLINED SQUARE IN THE TOP AND
 HZ0928'NEAR THE NORTHEAST CORNER OF THE STONE FOUNDATION FOR THE NORTH
 HZ0928'COLUMN OF THE FOURTH STEEL PIER EAST OF THE EAST PIER UNDER
 HZ0928'MAIN TRUSS OF OLD BRIDGE, 70 FEET WEST OF CENTER LINE OF FIRST
 HZ0928'STREET AND ABOUT 1/2 FOOT ABOVE GROUND.  NOTE-- THE BRIDGE IS
 HZ0928'BEING TORN DOWN AND IT MAY HAVE DISTURBED THE PIER.
 HZ0928
 HZ0928                          STATION RECOVERY (1964)
 HZ0928
 HZ0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0901 ***********************************************************************
 HA0901  DESIGNATION -  547
 HA0901  PID         -  HA0901
 HA0901  STATE/COUNTY-  KY/CALDWELL
 HA0901  USGS QUAD   -  PRINCETON WEST (1967)
 HA0901
 HA0901                         *CURRENT SURVEY CONTROL
 HA0901  ___________________________________________________________________
 HA0901* NAD 83(1986)-  37 05 42.     (N)    087 59 06.     (W)     SCALED    
 HA0901* NAVD 88     -       166.660  (meters)     546.78   (feet)  ADJUSTED  
 HA0901  ___________________________________________________________________
 HA0901  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 HA0901  DYNAMIC HT  -         166.534 (meters)     546.37  (feet)  COMP
 HA0901  MODELED GRAV-     979,871.9   (mgal)                       NAVD 88
 HA0901
 HA0901  VERT ORDER  -  FIRST     CLASS I
 HA0901
 HA0901.The horizontal coordinates were scaled from a topographic map and have
 HA0901.an estimated accuracy of +/- 6 seconds.
 HA0901
 HA0901.The orthometric height was determined by differential leveling
 HA0901.and adjusted by the National Geodetic Survey in June 1991..
 HA0901
 HA0901.The geoid height was determined by GEOID03.
 HA0901
 HA0901.The dynamic height is computed by dividing the NAVD 88
 HA0901.geopotential number by the normal gravity value computed on the
 HA0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0901.degrees latitude (g = 980.6199 gals.).
 HA0901
 HA0901.The modeled gravity was interpolated from observed gravity values.
 HA0901
 HA0901;                    North         East    Units  Estimated Accuracy
 HA0901;SPC KY1Z     - 1,086,910.    1,301,330.      MT  (+/- 180 meters Scaled)
 HA0901
 HA0901                          SUPERSEDED SURVEY CONTROL
 HA0901
 HA0901  NGVD 29 (??/??/92)  166.718  (m)          546.97   (f) ADJ UNCH    1 1
 HA0901
 HA0901.Superseded values are not recommended for survey control.
 HA0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0901.See file dsdata.txt to determine how the superseded data were derived.
 HA0901
 HA0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG124058(NAD 83)
 HA0901_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0901_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0901_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0901_STAMPING: KY 547
 HA0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0901
 HA0901  HISTORY     - Date     Condition        Report By
 HA0901  HISTORY     - UNK      MONUMENTED       USGS
 HA0901  HISTORY     - 1968     GOOD             NGS
 HA0901
 HA0901                          STATION DESCRIPTION
 HA0901
 HA0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0901'6 MI W FROM PRINCETON.
 HA0901'ABOUT 0.2 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS
 HA0901'STATE HIGHWAYS 139, 278 AND 293 FROM THE CALDWELL COUNTY COURTHOUSE
 HA0901'AT PRINCETON TO THE ILLINOIS CENTRAL RAILROAD OVERPASS, THENCE 0.5
 HA0901'MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD TO A RAILROAD
 HA0901'JUNCTION, THENCE 5.25 MILES WEST ALONG THE ILLINOIS CENTRAL
 HA0901'RAILROAD, 176 FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE
 HA0901'RAILROAD AND A GRAVELED ROAD, 91 FEET NORTH OF THE NORTH RAIL OF
 HA0901'THE MAIN TRACK, 34 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD,
 HA0901'120 FEET NORTHEAST AND ACROSS THE TRACK FROM A SIGN WHICH READS
 HA0901'DULANEY STATION, 127 FEET NORTHWEST AND ACROSS THE TRACK FROM A
 HA0901'SMALL CONCRETE BUILDING, 39 FEET SOUTHEAST OF AN 18-INCH OAK TREE,
 HA0901'17 FEET NORTH OF A FENCE, AND A U.S. GEOLOGICAL SURVEY CAP ON TOP
 HA0901'OF A 3-INCH IRON PIPE WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2392 ***********************************************************************
 GC2392  DESIGNATION -  55 JJS USGS 1951
 GC2392  PID         -  GC2392
 GC2392  STATE/COUNTY-  KY/SIMPSON
 GC2392  USGS QUAD   -  FRANKLIN (1994)
 GC2392
 GC2392                         *CURRENT SURVEY CONTROL
 GC2392  ___________________________________________________________________
 GC2392* NAD 83(1993)-  36 43 08.22374(N)    086 32 31.07823(W)     ADJUSTED  
 GC2392* NAVD 88     -       196.74   (+/-2cm)     645.5    (feet)  VERTCON   
 GC2392  ___________________________________________________________________
 GC2392  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 GC2392  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GC2392
 GC2392  HORZ ORDER  -  SECOND
 GC2392  VERT ORDER  -  THIRD ? (See Below)
 GC2392
 GC2392.The horizontal coordinates were established by classical geodetic methods
 GC2392.and adjusted by the National Geodetic Survey in December 1995..
 GC2392
 GC2392.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2392.The vertical order pertains to the NGVD 29 superseded value.
 GC2392
 GC2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2392
 GC2392.The geoid height was determined by GEOID03.
 GC2392
 GC2392;                    North         East     Units Scale Factor Converg.
 GC2392;SPC KY1Z     - 1,043,099.552 1,429,240.434   MT  1.00010709   -0 29 10.4
 GC2392;SPC KY1Z     - 3,422,235.78  4,689,099.66   sFT  1.00010709   -0 29 10.4
 GC2392;SPC KY S     -   543,090.045   429,247.804   MT  1.00000264   -0 28 49.1
 GC2392;SPC KY S     - 1,781,787.92  1,408,290.50   sFT  1.00000264   -0 28 49.1
 GC2392;SPC TN       -   264,828.164   551,578.688   MT  1.00006760   -0 19 02.2
 GC2392;SPC TN       -   868,857.07  1,809,637.75   sFT  1.00006760   -0 19 02.2
 GC2392;UTM  16      - 4,063,793.188   540,903.678   MT  0.99962061   +0 16 25.9
 GC2392
 GC2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2392!SPC KY1Z     -   0.99997384  x   1.00010709  =   1.00008093
 GC2392!SPC KY S     -   0.99997384  x   1.00000264  =   0.99997648
 GC2392!SPC TN       -   0.99997384  x   1.00006760  =   1.00004144
 GC2392!UTM  16      -   0.99997384  x   0.99962061  =   0.99959446
 GC2392
 GC2392                          SUPERSEDED SURVEY CONTROL
 GC2392
 GC2392  NAD 83(1986)-  36 43 08.23305(N)    086 32 31.08414(W) AD(       ) 2
 GC2392  NAD 27      -  36 43 08.09700(N)    086 32 31.08900(W) AD(       ) 2
 GC2392  NGVD 29 (07/19/86)  196.84   (m)          645.8    (f) LEVELING    3  
 GC2392
 GC2392.Superseded values are not recommended for survey control.
 GC2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2392.See file dsdata.txt to determine how the superseded data were derived.
 GC2392
 GC2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4090463793(NAD 83)
 GC2392_MARKER: DB = BENCH MARK DISK
 GC2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2392_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2392+STABILITY: SURFACE MOTION
 GC2392
 GC2392  HISTORY     - Date     Condition        Report By
 GC2392  HISTORY     - 1951     MONUMENTED       USGS
 GC2392
 GC2392                          STATION DESCRIPTION
 GC2392
 GC2392'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (LWS)
 GC2392'STATION IS LOCATED ABOUT 2 MILES EAST OF FRANKLIN ON THE SOUTH SIDE
 GC2392'OF STATE HIGHWAY 100 AND 265.  IT IS 21 FEET SOUTH OF THE CENTER OF
 GC2392'THE HIGHWAY AND 4 FEET SOUTHWEST OF A POWER LINE POLE.  THE MARK IS
 GC2392'AN 8X8 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES AND THE
 GC2392'DISK STAMPED 55 JJS 1950, 646 (FEET ABOVE SEA LEVEL.)
 GC2392'
 GC2392'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DRAKES AND
 GC2392'THE DISTANCE IS 418.42 FEET, (127.533 METERS).
 GC2392'
 GC2392'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC2392'HIGHWAY 73 AND 100 AT THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE
 GC2392'IN FRANKLIN, GO EAST ON STATE HIGHWAY 73 AND 100 FOR 2.05 MILES TO
 GC2392'JUNCTION WITH STATE HIGHWAY 73 RIGHT, CONTINUE STRAIGHT AHEAD
 GC2392'EAST FOR ABOUT 100 FEET TO THE MARK ON THE SOUTH SIDE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1226 ***********************************************************************
 HZ1226  DESIGNATION -  55 RHP
 HZ1226  PID         -  HZ1226
 HZ1226  STATE/COUNTY-  KY/OLDHAM
 HZ1226  USGS QUAD   -  LA GRANGE (1993)
 HZ1226
 HZ1226                         *CURRENT SURVEY CONTROL
 HZ1226  ___________________________________________________________________
 HZ1226* NAD 83(1986)-  38 23 54.     (N)    085 24 26.     (W)     SCALED    
 HZ1226* NAVD 88     -       258.857  (meters)     849.27   (feet)  ADJUSTED  
 HZ1226  ___________________________________________________________________
 HZ1226  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HZ1226  DYNAMIC HT  -         258.683 (meters)     848.70  (feet)  COMP
 HZ1226  MODELED GRAV-     979,952.1   (mgal)                       NAVD 88
 HZ1226
 HZ1226  VERT ORDER  -  SECOND    CLASS 0
 HZ1226
 HZ1226.The horizontal coordinates were scaled from a topographic map and have
 HZ1226.an estimated accuracy of +/- 6 seconds.
 HZ1226
 HZ1226.The orthometric height was determined by differential leveling
 HZ1226.and adjusted by the National Geodetic Survey in June 1991..
 HZ1226
 HZ1226.The geoid height was determined by GEOID03.
 HZ1226
 HZ1226.The dynamic height is computed by dividing the NAVD 88
 HZ1226.geopotential number by the normal gravity value computed on the
 HZ1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1226.degrees latitude (g = 980.6199 gals.).
 HZ1226
 HZ1226.The modeled gravity was interpolated from observed gravity values.
 HZ1226
 HZ1226;                    North         East    Units  Estimated Accuracy
 HZ1226;SPC KY1Z     - 1,229,240.    1,529,940.      MT  (+/- 180 meters Scaled)
 HZ1226
 HZ1226                          SUPERSEDED SURVEY CONTROL
 HZ1226
 HZ1226  NGVD 29 (??/??/92)  259.019  (m)          849.80   (f) ADJ UNCH    2 0
 HZ1226
 HZ1226.Superseded values are not recommended for survey control.
 HZ1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1226.See file dsdata.txt to determine how the superseded data were derived.
 HZ1226
 HZ1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH390512(NAD 83)
 HZ1226_MARKER: DD = SURVEY DISK
 HZ1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1226_STAMPING: 55-RHP-1952 850
 HZ1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1226+STABILITY: SURFACE MOTION
 HZ1226
 HZ1226  HISTORY     - Date     Condition        Report By
 HZ1226  HISTORY     - 1952     MONUMENTED       USGS
 HZ1226  HISTORY     - 1960     GOOD             PAS
 HZ1226
 HZ1226                          STATION DESCRIPTION
 HZ1226
 HZ1226'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1226'1.7 MI SW FROM LA GRANGE.
 HZ1226'ABOUT 1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 146 FROM THE COUNTY
 HZ1226'COURT HOUSE IN LA GRANGE, AT THE MAIN ENTRANCE TO THE LA GRANGE
 HZ1226'STATE REFORMATORY, 21.6 FEET NORTHEAST OF EAST FACE OF STONE
 HZ1226'COLUMN ON WEST SIDE OF ENTRANCE ROAD, 20.8 FEET SOUTHWEST OF
 HZ1226'WEST FACE OF STONE COLUMN ON EAST SIDE OF ENTRANCE ROAD, AT THE
 HZ1226'SOUTH TIP OF GRASS MEDIAN AT ENTRANCE.  A STANDARD U.S.G.S.
 HZ1226'BRONZE DISK SET IN TOP OF A 6 IN X 6 IN CONCRETE POST PROJECTING
 HZ1226'6 INCHES AND STAMPED 55-RHP-1952 850.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0056 ***********************************************************************
 GC0056  DESIGNATION -  550
 GC0056  PID         -  GC0056
 GC0056  STATE/COUNTY-  KY/WARREN
 GC0056  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0056
 GC0056                         *CURRENT SURVEY CONTROL
 GC0056  ___________________________________________________________________
 GC0056* NAD 83(1986)-  36 56 24.     (N)    086 25 13.     (W)     SCALED    
 GC0056* NAVD 88     -       167.277  (meters)     548.81   (feet)  ADJUSTED  
 GC0056  ___________________________________________________________________
 GC0056  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GC0056  DYNAMIC HT  -         167.147 (meters)     548.38  (feet)  COMP
 GC0056  MODELED GRAV-     979,850.0   (mgal)                       NAVD 88
 GC0056
 GC0056  VERT ORDER  -  SECOND    CLASS 0
 GC0056
 GC0056.The horizontal coordinates were scaled from a topographic map and have
 GC0056.an estimated accuracy of +/- 6 seconds.
 GC0056
 GC0056.The orthometric height was determined by differential leveling
 GC0056.and adjusted by the National Geodetic Survey in June 1991..
 GC0056
 GC0056.The geoid height was determined by GEOID03.
 GC0056
 GC0056.The dynamic height is computed by dividing the NAVD 88
 GC0056.geopotential number by the normal gravity value computed on the
 GC0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0056.degrees latitude (g = 980.6199 gals.).
 GC0056
 GC0056.The modeled gravity was interpolated from observed gravity values.
 GC0056
 GC0056;                    North         East    Units  Estimated Accuracy
 GC0056;SPC KY1Z     - 1,067,550.    1,440,290.      MT  (+/- 180 meters Scaled)
 GC0056
 GC0056                          SUPERSEDED SURVEY CONTROL
 GC0056
 GC0056  NGVD 29 (??/??/92)  167.409  (m)          549.24   (f) ADJ UNCH    2 0
 GC0056
 GC0056.Superseded values are not recommended for survey control.
 GC0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0056.See file dsdata.txt to determine how the superseded data were derived.
 GC0056
 GC0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF516883(NAD 83)
 GC0056_MARKER: DB = BENCH MARK DISK
 GC0056_SETTING: 0 = UNSPECIFIED SETTING
 GC0056_STAMPING: 550
 GC0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0056
 GC0056  HISTORY     - Date     Condition        Report By
 GC0056  HISTORY     - UNK      MONUMENTED       USGS
 GC0056  HISTORY     - 1935     GOOD             NGS
 GC0056
 GC0056                          STATION DESCRIPTION
 GC0056
 GC0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC0056'3.8 MI SE FROM BOWLING GREEN.
 GC0056'3.8 MILES SOUTHEAST OF COURTHOUSE BY HIGHWAY ON KENTUCKY STATE
 GC0056'HIGHWAY NO. 71, 110 FEET SOUTH OF CENTER OF HIGHWAY, 56 FEET
 GC0056'SOUTH OF SOUTH SIDE OF W.F. COLEMANS STORE, 23 FEET EAST OF
 GC0056'CENTER OF MASSEYVILLE ROAD, 1 FOOT BELOW ROAD SURFACE, AND ON
 GC0056'TOP OF IRON POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3324 ***********************************************************************
 GY3324  DESIGNATION -  555 USFS 1949
 GY3324  PID         -  GY3324
 GY3324  STATE/COUNTY-  KY/MENIFEE
 GY3324  USGS QUAD   -  SCRANTON (1979)
 GY3324
 GY3324                         *CURRENT SURVEY CONTROL
 GY3324  ___________________________________________________________________
 GY3324* NAD 83(1993)-  37 56 07.44808(N)    083 36 48.16510(W)     ADJUSTED  
 GY3324* NAVD 88     -       409.     (meters)    1342.     (feet)  SCALED    
 GY3324  ___________________________________________________________________
 GY3324  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GY3324  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GY3324
 GY3324  HORZ ORDER  -  SECOND
 GY3324
 GY3324.The horizontal coordinates were established by classical geodetic methods
 GY3324.and adjusted by the National Geodetic Survey in December 1995..
 GY3324
 GY3324.The orthometric height was scaled from a topographic map.
 GY3324
 GY3324.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3324
 GY3324.The geoid height was determined by GEOID03.
 GY3324
 GY3324;                    North         East     Units Scale Factor Converg.
 GY3324;SPC KY1Z     - 1,179,951.409 1,687,794.997   MT  0.99990547   +1 18 42.5
 GY3324;SPC KY1Z     - 3,871,223.91  5,537,374.09   sFT  0.99990547   +1 18 42.5
 GY3324;SPC KY N     -    48,521.590   555,964.812   MT  1.00000488   +0 23 45.7
 GY3324;SPC KY N     -   159,191.25  1,824,027.89   sFT  1.00000488   +0 23 45.7
 GY3324;SPC KY S     -   679,918.867   687,813.221   MT  1.00000038   +1 17 44.8
 GY3324;SPC KY S     - 2,230,700.48  2,256,600.54   sFT  1.00000038   +1 17 44.8
 GY3324;UTM  17      - 4,201,869.141   270,331.540   MT  1.00024971   -1 36 26.4
 GY3324
 GY3324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3324!SPC KY1Z     -   0.99994092  x   0.99990547  =   0.99984640
 GY3324!SPC KY N     -   0.99994092  x   1.00000488  =   0.99994580
 GY3324!SPC KY S     -   0.99994092  x   1.00000038  =   0.99994130
 GY3324!UTM  17      -   0.99994092  x   1.00024971  =   1.00019062
 GY3324
 GY3324                          SUPERSEDED SURVEY CONTROL
 GY3324
 GY3324  NAD 83(1986)-  37 56 07.45420(N)    083 36 48.17153(W) AD(       ) 2
 GY3324  NAD 27      -  37 56 07.15500(N)    083 36 48.49300(W) AD(       ) 2
 GY3324
 GY3324.Superseded values are not recommended for survey control.
 GY3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3324.See file dsdata.txt to determine how the superseded data were derived.
 GY3324
 GY3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC7033201869(NAD 83)
 GY3324_MARKER: DD = SURVEY DISK
 GY3324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3324+STABILITY: SURFACE MOTION
 GY3324
 GY3324  HISTORY     - Date     Condition        Report By
 GY3324  HISTORY     - 1949     MONUMENTED       USFS
 GY3324
 GY3324                          STATION DESCRIPTION
 GY3324
 GY3324'DESCRIBED BY US FOREST SERVICE 1949 (LWS)
 GY3324'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF FRENCHBURG ON THE NORTH
 GY3324'SIDE OF U.S. HIGHWAY 460 AND NEAR THE MC CAUSEY LOOKOUT TOWER.
 GY3324'IT IS AT THE EAST POST OF THE GATE TO THE ENTRANCE TO THE LOOKOUT
 GY3324'TOWER.  THE MARK IS A ROUND CONCRETE POST 3 INCHES IN DIAMETER THAT
 GY3324'PROJECTS ABOUT 3 INCHES WITH A U.S. DEPT OF AGRICULTURE, FOREST
 GY3324'SERVICE DISK STAMPED 555.
 GY3324'
 GY3324'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MC CAUSEY
 GY3324'AND THE DISTANCE WAS FOUND TO BE 79.15 FEET (24.126 METERS).
 GY3324'TO REACH THE STATION FROM THE COURTHOUSE IN FRENCHBURG GO SOUTHEAST
 GY3324'ON U.S. HIGHWAY 460 FOR 1.9 MILES TO THE LOOKOUT TOWER ON THE
 GY3324'LEFT AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1220 ***********************************************************************
 HZ1220  DESIGNATION -  56 RHP
 HZ1220  PID         -  HZ1220
 HZ1220  STATE/COUNTY-  KY/OLDHAM
 HZ1220  USGS QUAD   -  LA GRANGE (1993)
 HZ1220
 HZ1220                         *CURRENT SURVEY CONTROL
 HZ1220  ___________________________________________________________________
 HZ1220* NAD 83(1986)-  38 22 59.     (N)    085 26 29.     (W)     SCALED    
 HZ1220* NAVD 88     -       252.930  (meters)     829.82   (feet)  ADJUSTED  
 HZ1220  ___________________________________________________________________
 HZ1220  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HZ1220  DYNAMIC HT  -         252.760 (meters)     829.26  (feet)  COMP
 HZ1220  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 HZ1220
 HZ1220  VERT ORDER  -  SECOND    CLASS 0
 HZ1220
 HZ1220.The horizontal coordinates were scaled from a topographic map and have
 HZ1220.an estimated accuracy of +/- 6 seconds.
 HZ1220
 HZ1220.The orthometric height was determined by differential leveling
 HZ1220.and adjusted by the National Geodetic Survey in June 1991..
 HZ1220
 HZ1220.The geoid height was determined by GEOID03.
 HZ1220
 HZ1220.The dynamic height is computed by dividing the NAVD 88
 HZ1220.geopotential number by the normal gravity value computed on the
 HZ1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1220.degrees latitude (g = 980.6199 gals.).
 HZ1220
 HZ1220.The modeled gravity was interpolated from observed gravity values.
 HZ1220
 HZ1220;                    North         East    Units  Estimated Accuracy
 HZ1220;SPC KY1Z     - 1,227,530.    1,526,960.      MT  (+/- 180 meters Scaled)
 HZ1220
 HZ1220                          SUPERSEDED SURVEY CONTROL
 HZ1220
 HZ1220  NGVD 29 (??/??/92)  253.091  (m)          830.35   (f) ADJ UNCH    2 0
 HZ1220
 HZ1220.Superseded values are not recommended for survey control.
 HZ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1220.See file dsdata.txt to determine how the superseded data were derived.
 HZ1220
 HZ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH361494(NAD 83)
 HZ1220_MARKER: DD = SURVEY DISK
 HZ1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1220_STAMPING: 56-RHP-1952 831
 HZ1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1220+STABILITY: SURFACE MOTION
 HZ1220
 HZ1220  HISTORY     - Date     Condition        Report By
 HZ1220  HISTORY     - 1952     MONUMENTED       USGS
 HZ1220  HISTORY     - 1960     GOOD             PAS
 HZ1220
 HZ1220                          STATION DESCRIPTION
 HZ1220
 HZ1220'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1220'4.1 MI SW FROM LA GRANGE.
 HZ1220'ABOUT 4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 146 FROM THE COUNTY
 HZ1220'COURT HOUSE IN LA GRANGE, IN THE VILLAGE OF BUCKNER, ABOUT 155
 HZ1220'FEET NORTHEAST OF COMBINATION POST OFFICE AND GROCERY STORE, 40.3
 HZ1220'FEET NORTHWEST OF CENTER OF HIGHWAY 146, 4.0 FEET NORTHEAST OF
 HZ1220'TELEPHONE POLE, 3.3 FEET SOUTHWEST OF A METAL WITNESS POST AND
 HZ1220'SIGN, 2.6 FEET EAST OF A FENCE CORNER AND ABOUT 2 FEET HIGHER THAN
 HZ1220'HIGHWAY.  A STANDARD U.S.G.S. BRONZE DISK SET IN THE TOP OF A
 HZ1220'6 IN X 6 IN CONCRETE POST PROJECTING 12 INCHES AND STAMPED
 HZ1220'56-RHP-1952 831.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0320 ***********************************************************************
 HA0320  DESIGNATION -  573
 HA0320  PID         -  HA0320
 HA0320  STATE/COUNTY-  KY/BUTLER
 HA0320  USGS QUAD   -  MORGANTOWN (1973)
 HA0320
 HA0320                         *CURRENT SURVEY CONTROL
 HA0320  ___________________________________________________________________
 HA0320* NAD 83(1986)-  37 13 33.     (N)    086 40 59.     (W)     SCALED    
 HA0320* NAVD 88     -       174.333  (meters)     571.96   (feet)  ADJUSTED  
 HA0320  ___________________________________________________________________
 HA0320  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HA0320  DYNAMIC HT  -         174.198 (meters)     571.51  (feet)  COMP
 HA0320  MODELED GRAV-     979,857.8   (mgal)                       NAVD 88
 HA0320
 HA0320  VERT ORDER  -  SECOND    CLASS 0
 HA0320
 HA0320.The horizontal coordinates were scaled from a topographic map and have
 HA0320.an estimated accuracy of +/- 6 seconds.
 HA0320
 HA0320.The orthometric height was determined by differential leveling
 HA0320.and adjusted by the National Geodetic Survey in June 1991..
 HA0320.WARNING-Repeat measurements at this control monument indicate possible
 HA0320.vertical movement.
 HA0320
 HA0320.The geoid height was determined by GEOID03.
 HA0320
 HA0320.The dynamic height is computed by dividing the NAVD 88
 HA0320.geopotential number by the normal gravity value computed on the
 HA0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0320.degrees latitude (g = 980.6199 gals.).
 HA0320
 HA0320.The modeled gravity was interpolated from observed gravity values.
 HA0320
 HA0320;                    North         East    Units  Estimated Accuracy
 HA0320;SPC KY1Z     - 1,099,470.    1,417,200.      MT  (+/- 180 meters Scaled)
 HA0320
 HA0320                          SUPERSEDED SURVEY CONTROL
 HA0320
 HA0320  NGVD 29 (??/??/92)  174.449  (m)          572.34   (f) ADJ UNCH    2 0
 HA0320
 HA0320.Superseded values are not recommended for survey control.
 HA0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0320.See file dsdata.txt to determine how the superseded data were derived.
 HA0320
 HA0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG281199(NAD 83)
 HA0320_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0320_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0320_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0320_STAMPING: KY 573
 HA0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0320
 HA0320  HISTORY     - Date     Condition        Report By
 HA0320  HISTORY     - UNK      MONUMENTED       USGS
 HA0320  HISTORY     - 1940     GOOD             NGS
 HA0320
 HA0320                          STATION DESCRIPTION
 HA0320
 HA0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HA0320'AT MORGANTOWN.
 HA0320'AT MORGANTOWN, BUTLER COUNTY, ON U.S. HIGHWAY 231, 125 FEET
 HA0320'NORTH OF THE NORTH END OF THE COUNTY COURTHOUSE, AT THE NORTHWEST
 HA0320'CORNER OF THE COURTYARD, 56 FEET SOUTHWEST OF THE CENTERLINE OF
 HA0320'MAIN STREET, 38 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 HA0320'5.2 FEET SOUTHEAST OF THE NORTH CORNER OF THE SIDEWALK, AND AT
 HA0320'THE NORTHEAST EDGE OF THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 HA0320'SURVEY STANDARD CAP, STAMPED KY 573 AND RIVETED ON THE TOP OF A
 HA0320'3-1/2-INCH IRON PIPE PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0082 ***********************************************************************
 HA0082  DESIGNATION -  573.55
 HA0082  PID         -  HA0082
 HA0082  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0082  USGS QUAD   -  IRVINGTON (1953)
 HA0082
 HA0082                         *CURRENT SURVEY CONTROL
 HA0082  ___________________________________________________________________
 HA0082* NAD 83(1986)-  37 53 20.     (N)    086 20 22.     (W)     SCALED    
 HA0082* NAVD 88     -       174.577  (meters)     572.76   (feet)  ADJUSTED  
 HA0082  ___________________________________________________________________
 HA0082  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HA0082  DYNAMIC HT  -         174.452 (meters)     572.35  (feet)  COMP
 HA0082  MODELED GRAV-     979,907.1   (mgal)                       NAVD 88
 HA0082
 HA0082  VERT ORDER  -  SECOND    CLASS 0
 HA0082
 HA0082.The horizontal coordinates were scaled from a topographic map and have
 HA0082.an estimated accuracy of +/- 6 seconds.
 HA0082
 HA0082.The orthometric height was determined by differential leveling
 HA0082.and adjusted by the National Geodetic Survey in June 1991..
 HA0082
 HA0082.The geoid height was determined by GEOID03.
 HA0082
 HA0082.The dynamic height is computed by dividing the NAVD 88
 HA0082.geopotential number by the normal gravity value computed on the
 HA0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0082.degrees latitude (g = 980.6199 gals.).
 HA0082
 HA0082.The modeled gravity was interpolated from observed gravity values.
 HA0082
 HA0082;                    North         East    Units  Estimated Accuracy
 HA0082;SPC KY1Z     - 1,172,800.    1,448,160.      MT  (+/- 180 meters Scaled)
 HA0082
 HA0082                          SUPERSEDED SURVEY CONTROL
 HA0082
 HA0082  NGVD 29 (??/??/92)  174.681  (m)          573.10   (f) ADJ UNCH    2 0
 HA0082
 HA0082.Superseded values are not recommended for survey control.
 HA0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0082.See file dsdata.txt to determine how the superseded data were derived.
 HA0082
 HA0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG580936(NAD 83)
 HA0082_MARKER: Q = CHISELED SQUARE
 HA0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0082_SP_SET: BRIDGE
 HA0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0082
 HA0082  HISTORY     - Date     Condition        Report By
 HA0082  HISTORY     - UNK      MONUMENTED       USGS
 HA0082  HISTORY     - 1954     GOOD             NGS
 HA0082
 HA0082                          STATION DESCRIPTION
 HA0082
 HA0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HA0082'AT WEBSTER.
 HA0082'AT WEBSTER, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, AT THE
 HA0082'OLD SITE OF THE RAILROAD STATION, ON THE TOP OF A CONCRETE
 HA0082'RETAINING WALL, 2 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 66 1/2
 HA0082'FEET SOUTHEAST OF NORTHWEST END OF RETAINING WALL, 66 FEET
 HA0082'SOUTH-SOUTHEAST OF BM X 64, 31 FEET NORTHWEST OF THE EXTENDED
 HA0082'CENTER LINE OF A DIRT ROAD LEADING NORTHEAST AWAY FROM THE
 HA0082'TRACK, AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0079 ***********************************************************************
 HA0079  DESIGNATION -  581.69
 HA0079  PID         -  HA0079
 HA0079  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0079  USGS QUAD   -  IRVINGTON (1953)
 HA0079
 HA0079                         *CURRENT SURVEY CONTROL
 HA0079  ___________________________________________________________________
 HA0079* NAD 83(1986)-  37 54 31.     (N)    086 21 57.     (W)     SCALED    
 HA0079* NAVD 88     -       177.073  (meters)     580.95   (feet)  ADJUSTED  
 HA0079  ___________________________________________________________________
 HA0079  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HA0079  DYNAMIC HT  -         176.945 (meters)     580.53  (feet)  COMP
 HA0079  MODELED GRAV-     979,904.2   (mgal)                       NAVD 88
 HA0079
 HA0079  VERT ORDER  -  SECOND    CLASS 0
 HA0079
 HA0079.The horizontal coordinates were scaled from a topographic map and have
 HA0079.an estimated accuracy of +/- 6 seconds.
 HA0079
 HA0079.The orthometric height was determined by differential leveling
 HA0079.and adjusted by the National Geodetic Survey in June 1991..
 HA0079
 HA0079.The geoid height was determined by GEOID03.
 HA0079
 HA0079.The dynamic height is computed by dividing the NAVD 88
 HA0079.geopotential number by the normal gravity value computed on the
 HA0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0079.degrees latitude (g = 980.6199 gals.).
 HA0079
 HA0079.The modeled gravity was interpolated from observed gravity values.
 HA0079
 HA0079;                    North         East    Units  Estimated Accuracy
 HA0079;SPC KY1Z     - 1,175,010.    1,445,850.      MT  (+/- 180 meters Scaled)
 HA0079
 HA0079                          SUPERSEDED SURVEY CONTROL
 HA0079
 HA0079  NGVD 29 (??/??/92)  177.170  (m)          581.27   (f) ADJ UNCH    2 0
 HA0079
 HA0079.Superseded values are not recommended for survey control.
 HA0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0079.See file dsdata.txt to determine how the superseded data were derived.
 HA0079
 HA0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG557958(NAD 83)
 HA0079_MARKER: Q = CHISELED SQUARE
 HA0079_SETTING: 66 = SET IN ROCK OUTCROP
 HA0079_SP_SET: ROCK CUT
 HA0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0079+STABILITY: POSITION/ELEVATION WELL
 HA0079
 HA0079  HISTORY     - Date     Condition        Report By
 HA0079  HISTORY     - UNK      MONUMENTED       USGS
 HA0079  HISTORY     - 1935     GOOD             NGS
 HA0079
 HA0079                          STATION DESCRIPTION
 HA0079
 HA0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0079'2.1 MI E FROM LODIBURG.
 HA0079'2.1 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HA0079'THE STATION AT LODIBURG, BRECKINRIDGE COUNTY, ABOUT 145 YARDS
 HA0079'NORTHWEST OF MILEPOST L 54, 72 YARDS EAST OF TELEPHONE POLE 54.5,
 HA0079'9 FEET NORTH OF THE NORTH RAIL, ON A ROCK CUT, AND ABOUT 1 FOOT
 HA0079'HIGHER THAN THE TRACK.  A 2-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0842 ***********************************************************************
 HY0842  DESIGNATION -  584
 HY0842  PID         -  HY0842
 HY0842  STATE/COUNTY-  KY/LAWRENCE
 HY0842  USGS QUAD   -  LOUISA (1993)
 HY0842
 HY0842                         *CURRENT SURVEY CONTROL
 HY0842  ___________________________________________________________________
 HY0842* NAD 83(1986)-  38 06 56.     (N)    082 36 09.     (W)     SCALED    
 HY0842* NAVD 88     -       177.307  (meters)     581.71   (feet)  ADJUSTED  
 HY0842  ___________________________________________________________________
 HY0842  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY0842  DYNAMIC HT  -         177.182 (meters)     581.30  (feet)  COMP
 HY0842  MODELED GRAV-     979,921.4   (mgal)                       NAVD 88
 HY0842
 HY0842  VERT ORDER  -  SECOND    CLASS 0
 HY0842
 HY0842.The horizontal coordinates were scaled from a topographic map and have
 HY0842.an estimated accuracy of +/- 6 seconds.
 HY0842
 HY0842.The orthometric height was determined by differential leveling
 HY0842.and adjusted by the National Geodetic Survey in June 1991..
 HY0842
 HY0842.The geoid height was determined by GEOID03.
 HY0842
 HY0842.The dynamic height is computed by dividing the NAVD 88
 HY0842.geopotential number by the normal gravity value computed on the
 HY0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0842.degrees latitude (g = 980.6199 gals.).
 HY0842
 HY0842.The modeled gravity was interpolated from observed gravity values.
 HY0842
 HY0842;                    North         East    Units  Estimated Accuracy
 HY0842;SPC KY1Z     - 1,202,450.    1,775,940.      MT  (+/- 180 meters Scaled)
 HY0842
 HY0842                          SUPERSEDED SURVEY CONTROL
 HY0842
 HY0842  NGVD 29 (??/??/92)  177.523  (m)          582.42   (f) ADJ UNCH    2 0
 HY0842
 HY0842.Superseded values are not recommended for survey control.
 HY0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0842.See file dsdata.txt to determine how the superseded data were derived.
 HY0842
 HY0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC595198(NAD 83)
 HY0842_MARKER: DD = SURVEY DISK
 HY0842_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0842_SP_SET: FOUNDATION
 HY0842_STAMPING: 582.423
 HY0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0842
 HY0842  HISTORY     - Date     Condition        Report By
 HY0842  HISTORY     - UNK      MONUMENTED       USGS
 HY0842  HISTORY     - 1955     POOR             NGS
 HY0842  HISTORY     - 1963     GOOD             NGS
 HY0842
 HY0842                          STATION DESCRIPTION
 HY0842
 HY0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0842'AT LOUISA.
 HY0842'AT LOUISA, AT THE COUNTY COURTHOUSE, SET VERTICALLY IN THE NORTH
 HY0842'FACE OF THE CONCRETE FOUNDATION, 1.2 FEET EAST OF THE NORTHWEST
 HY0842'CORNER, 1.3 FEET ABOVE THE GROUND, 35 YARDS EAST OF THE CENTER
 HY0842'LINE OF MAIN STREET.
 HY0842
 HY0842                          STATION RECOVERY (1963)
 HY0842
 HY0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HY0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2147 ***********************************************************************
 HY2147  DESIGNATION -  584 USGS RESET 1973
 HY2147  PID         -  HY2147
 HY2147  STATE/COUNTY-  KY/LAWRENCE
 HY2147  USGS QUAD   -  LOUISA (1993)
 HY2147
 HY2147                         *CURRENT SURVEY CONTROL
 HY2147  ___________________________________________________________________
 HY2147* NAD 83(1986)-  38 06 56.     (N)    082 36 09.     (W)     SCALED    
 HY2147* NAVD 88     -       176.92   (meters)     580.4    (feet)  RESET     
 HY2147  ___________________________________________________________________
 HY2147  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY2147
 HY2147  VERT ORDER  -  THIRD
 HY2147
 HY2147.The horizontal coordinates were scaled from a topographic map and have
 HY2147.an estimated accuracy of +/- 6 seconds.
 HY2147
 HY2147.The orthometric height was computed from unverified reset data.
 HY2147.No vertical observational check was made to the station.
 HY2147
 HY2147.The geoid height was determined by GEOID03.
 HY2147
 HY2147;                    North         East    Units  Estimated Accuracy
 HY2147;SPC KY1Z     - 1,202,450.    1,775,940.      MT  (+/- 180 meters Scaled)
 HY2147
 HY2147                          SUPERSEDED SURVEY CONTROL
 HY2147
 HY2147  NGVD 29 (10/08/05)  177.14   (m)          581.2    (f) RESET       3  
 HY2147
 HY2147.Superseded values are not recommended for survey control.
 HY2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2147.See file dsdata.txt to determine how the superseded data were derived.
 HY2147
 HY2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC595198(NAD 83)
 HY2147_MARKER: DD = SURVEY DISK
 HY2147_SETTING: 0 = UNSPECIFIED SETTING
 HY2147_STAMPING: 584 RESET 1973
 HY2147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY2147+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 HY2147
 HY2147  HISTORY     - Date     Condition        Report By
 HY2147  HISTORY     - 1973     MONUMENTED       LOCENG
 HY2147  HISTORY     - 19960729 GOOD             KYDT
 HY2147
 HY2147                          STATION DESCRIPTION
 HY2147
 HY2147'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HY2147'IN LOUISA.
 HY2147'IN LOUISA, LOCATED AT NORTHWEST CORNER OF LAWRENCE COUNTY
 HY2147'COURTHOUSE, 84 FEET EAST OF APPROXIMATE CENTERLINE MAIN CROSS
 HY2147'STREET, 56 FEET NORTH OF CENTER OF WEST ENTRANCE OF COURTHOUSE,
 HY2147'33 FEET EAST OF FLAGPOLE, 10 FEET SOUTHEAST OF EDGE OF CONCRETE
 HY2147'SIDEWALK AT CENTER OF CURVE, 0.5 FOOT NORTHWEST OF NORTHWEST
 HY2147'CORNER OF COURTHOUSE, A STANDARD USGS DISK SET IN THE TOP OF A
 HY2147'6-INCH TERRA COTTA TILE FILLED WITH CONCRETE AND RESTING ON THE
 HY2147'STONE FOUNDATION OF THE OLD COURTHOUSE.
 HY2147
 HY2147                          STATION RECOVERY (1996)
 HY2147
 HY2147'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 HY2147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1760 ***********************************************************************
 HY1760  DESIGNATION -  585
 HY1760  PID         -  HY1760
 HY1760  STATE/COUNTY-  KY/ROWAN
 HY1760  USGS QUAD   -  FARMERS (1975)
 HY1760
 HY1760                         *CURRENT SURVEY CONTROL
 HY1760  ___________________________________________________________________
 HY1760* NAD 83(1986)-  38 08 36.     (N)    083 32 36.     (W)     SCALED    
 HY1760* NAVD 88     -       205.612  (meters)     674.58   (feet)  ADJUSTED  
 HY1760  ___________________________________________________________________
 HY1760  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HY1760  DYNAMIC HT  -         205.469 (meters)     674.11  (feet)  COMP
 HY1760  MODELED GRAV-     979,930.4   (mgal)                       NAVD 88
 HY1760
 HY1760  VERT ORDER  -  SECOND    CLASS 0
 HY1760
 HY1760.The horizontal coordinates were scaled from a topographic map and have
 HY1760.an estimated accuracy of +/- 6 seconds.
 HY1760
 HY1760.The orthometric height was determined by differential leveling
 HY1760.and adjusted by the National Geodetic Survey in June 1991..
 HY1760
 HY1760.The geoid height was determined by GEOID03.
 HY1760
 HY1760.The dynamic height is computed by dividing the NAVD 88
 HY1760.geopotential number by the normal gravity value computed on the
 HY1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1760.degrees latitude (g = 980.6199 gals.).
 HY1760
 HY1760.The modeled gravity was interpolated from observed gravity values.
 HY1760
 HY1760;                    North         East    Units  Estimated Accuracy
 HY1760;SPC KY1Z     - 1,203,170.    1,693,410.      MT  (+/- 180 meters Scaled)
 HY1760
 HY1760                          SUPERSEDED SURVEY CONTROL
 HY1760
 HY1760  NGVD 29 (??/??/92)  205.762  (m)          675.07   (f) ADJ UNCH    2 0
 HY1760
 HY1760.Superseded values are not recommended for survey control.
 HY1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1760.See file dsdata.txt to determine how the superseded data were derived.
 HY1760
 HY1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC771247(NAD 83)
 HY1760_MARKER: Q = CHISELED SQUARE
 HY1760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1760_SP_SET: ABUTMENT
 HY1760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1760
 HY1760  HISTORY     - Date     Condition        Report By
 HY1760  HISTORY     - UNK      MONUMENTED       CORR
 HY1760  HISTORY     - 1955     GOOD             NGS
 HY1760  HISTORY     - 1964     GOOD             NGS
 HY1760  HISTORY     - 19931018 MARK NOT FOUND   LOCENG
 HY1760
 HY1760                          STATION DESCRIPTION
 HY1760
 HY1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1760'0.1 MI E FROM FARMERS.
 HY1760'0.1 MILE EAST ALONG THE RAILROAD STATION ALONG THE CHESAPEAKE
 HY1760'AND OHIO RAILROAD, ON THE NORTHWEST CORNER OF THE EAST ABUTMENT
 HY1760'OF BRIDGE 585, 6 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET
 HY1760'BELOW THE LEVEL OF TRACK.
 HY1760
 HY1760                          STATION RECOVERY (1964)
 HY1760
 HY1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HY1760'RECOVERED IN GOOD CONDITION.
 HY1760
 HY1760                          STATION RECOVERY (1993)
 HY1760
 HY1760'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 HY1760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1070 ***********************************************************************
 HZ1070  DESIGNATION -  59 RHP
 HZ1070  PID         -  HZ1070
 HZ1070  STATE/COUNTY-  KY/OLDHAM
 HZ1070  USGS QUAD   -  LA GRANGE (1993)
 HZ1070
 HZ1070                         *CURRENT SURVEY CONTROL
 HZ1070  ___________________________________________________________________
 HZ1070* NAD 83(1986)-  38 26 24.     (N)    085 29 06.     (W)     SCALED    
 HZ1070* NAVD 88     -       238.632  (meters)     782.91   (feet)  ADJUSTED  
 HZ1070  ___________________________________________________________________
 HZ1070  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ1070  DYNAMIC HT  -         238.473 (meters)     782.39  (feet)  COMP
 HZ1070  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 HZ1070
 HZ1070  VERT ORDER  -  FIRST     CLASS II
 HZ1070
 HZ1070.The horizontal coordinates were scaled from a topographic map and have
 HZ1070.an estimated accuracy of +/- 6 seconds.
 HZ1070
 HZ1070.The orthometric height was determined by differential leveling
 HZ1070.and adjusted by the National Geodetic Survey in June 1991..
 HZ1070
 HZ1070.The geoid height was determined by GEOID03.
 HZ1070
 HZ1070.The dynamic height is computed by dividing the NAVD 88
 HZ1070.geopotential number by the normal gravity value computed on the
 HZ1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1070.degrees latitude (g = 980.6199 gals.).
 HZ1070
 HZ1070.The modeled gravity was interpolated from observed gravity values.
 HZ1070
 HZ1070;                    North         East    Units  Estimated Accuracy
 HZ1070;SPC KY1Z     - 1,233,840.    1,523,140.      MT  (+/- 180 meters Scaled)
 HZ1070
 HZ1070                          SUPERSEDED SURVEY CONTROL
 HZ1070
 HZ1070  NGVD 29 (??/??/92)  238.794  (m)          783.44   (f) ADJ UNCH    1 2
 HZ1070
 HZ1070.Superseded values are not recommended for survey control.
 HZ1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1070.See file dsdata.txt to determine how the superseded data were derived.
 HZ1070
 HZ1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH322557(NAD 83)
 HZ1070_MARKER: DD = SURVEY DISK
 HZ1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1070_STAMPING: 59 RHP 784 1952
 HZ1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1070+STABILITY: SURFACE MOTION
 HZ1070
 HZ1070  HISTORY     - Date     Condition        Report By
 HZ1070  HISTORY     - 1952     MONUMENTED       USGS
 HZ1070  HISTORY     - 1954     GOOD             NGS
 HZ1070
 HZ1070                          STATION DESCRIPTION
 HZ1070
 HZ1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1070'1.5 MI NE FROM SKYLIGHT.
 HZ1070'ABOUT 1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 42 FROM LIBERTY
 HZ1070'SCHOOL AT SKYLIGHT, AT THE JUNCTION OF STATE HIGHWAY 393 LEADING
 HZ1070'SOUTHEAST, 29 FEET NORTH OF CENTER LINE OF HIGHWAY, 30 1/2
 HZ1070'FEET WEST-NORTHWEST OF WEST END OF A 24-INCH PIPE CULVERT
 HZ1070'UNDER A PRIVATE ROAD NORTHWEST, 34 FEET WEST OF CENTER OF A
 HZ1070'CONCRETE AND STEEL CATTLE GUARD ACROSS PRIVATE ROAD, ABOUT IN
 HZ1070'LINE WITH EXTENDED CENTER LINE OF HIGHWAY 393 LEADING SOUTHEAST,
 HZ1070'6 1/2 FEET WEST OF POWER POLE NO. T 08-18, 3 FEET SOUTH OF A FENCE
 HZ1070'LINE, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HZ1070'POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1765 ***********************************************************************
 HY1765  DESIGNATION -  590.3
 HY1765  PID         -  HY1765
 HY1765  STATE/COUNTY-  KY/BATH
 HY1765  USGS QUAD   -  OLYMPIA (1977)
 HY1765
 HY1765                         *CURRENT SURVEY CONTROL
 HY1765  ___________________________________________________________________
 HY1765* NAD 83(1986)-  38 06 33.     (N)    083 37 36.     (W)     SCALED    
 HY1765* NAVD 88     -       203.200  (meters)     666.67   (feet)  ADJUSTED  
 HY1765  ___________________________________________________________________
 HY1765  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HY1765  DYNAMIC HT  -         203.059 (meters)     666.20  (feet)  COMP
 HY1765  MODELED GRAV-     979,931.0   (mgal)                       NAVD 88
 HY1765
 HY1765  VERT ORDER  -  SECOND    CLASS 0
 HY1765
 HY1765.The horizontal coordinates were scaled from a topographic map and have
 HY1765.an estimated accuracy of +/- 6 seconds.
 HY1765
 HY1765.The orthometric height was determined by differential leveling
 HY1765.and adjusted by the National Geodetic Survey in June 1991..
 HY1765
 HY1765.The geoid height was determined by GEOID03.
 HY1765
 HY1765.The dynamic height is computed by dividing the NAVD 88
 HY1765.geopotential number by the normal gravity value computed on the
 HY1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1765.degrees latitude (g = 980.6199 gals.).
 HY1765
 HY1765.The modeled gravity was interpolated from observed gravity values.
 HY1765
 HY1765;                    North         East    Units  Estimated Accuracy
 HY1765;SPC KY1Z     - 1,199,210.    1,686,190.      MT  (+/- 180 meters Scaled)
 HY1765
 HY1765                          SUPERSEDED SURVEY CONTROL
 HY1765
 HY1765  NGVD 29 (??/??/92)  203.351  (m)          667.16   (f) ADJ UNCH    2 0
 HY1765
 HY1765.Superseded values are not recommended for survey control.
 HY1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1765.See file dsdata.txt to determine how the superseded data were derived.
 HY1765
 HY1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC697211(NAD 83)
 HY1765_MARKER: Q = CHISELED SQUARE
 HY1765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1765_SP_SET: ABUTMENT
 HY1765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1765
 HY1765  HISTORY     - Date     Condition        Report By
 HY1765  HISTORY     - UNK      MONUMENTED       CORR
 HY1765  HISTORY     - 1963     GOOD             NGS
 HY1765
 HY1765                          STATION DESCRIPTION
 HY1765
 HY1765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HY1765'1 MI SW FROM SALT LICK.
 HY1765'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 211 FROM THE CHESAPEAKE
 HY1765'AND OHIO RAILROAD STATION AT SALT LICK, THENCE ABOUT 200
 HY1765'FEET WEST ALONG GRAVEL ROAD TO CROSSING, THENCE WALK SOUTHWEST
 HY1765'ALONG RAILROAD FOR 0.2 MILE TO BRIDGE NO. 590.3, ON THE NORTHWEST
 HY1765'END OF THE NORTHEAST ABUTMENT, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0380 ***********************************************************************
 HZ0380  DESIGNATION -  599
 HZ0380  PID         -  HZ0380
 HZ0380  STATE/COUNTY-  KY/FRANKLIN
 HZ0380  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0380
 HZ0380                         *CURRENT SURVEY CONTROL
 HZ0380  ___________________________________________________________________
 HZ0380* NAD 83(1986)-  38 11 12.     (N)    084 52 29.     (W)     SCALED    
 HZ0380* NAVD 88     -       182.372  (meters)     598.33   (feet)  ADJUSTED  
 HZ0380  ___________________________________________________________________
 HZ0380  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HZ0380  DYNAMIC HT  -         182.244 (meters)     597.91  (feet)  COMP
 HZ0380  MODELED GRAV-     979,923.3   (mgal)                       NAVD 88
 HZ0380
 HZ0380  VERT ORDER  -  FIRST     CLASS II
 HZ0380
 HZ0380.The horizontal coordinates were scaled from a topographic map and have
 HZ0380.an estimated accuracy of +/- 6 seconds.
 HZ0380
 HZ0380.The orthometric height was determined by differential leveling
 HZ0380.and adjusted by the National Geodetic Survey in June 1991..
 HZ0380
 HZ0380.The geoid height was determined by GEOID03.
 HZ0380
 HZ0380.The dynamic height is computed by dividing the NAVD 88
 HZ0380.geopotential number by the normal gravity value computed on the
 HZ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0380.degrees latitude (g = 980.6199 gals.).
 HZ0380
 HZ0380.The modeled gravity was interpolated from observed gravity values.
 HZ0380
 HZ0380;                    North         East    Units  Estimated Accuracy
 HZ0380;SPC KY1Z     - 1,206,050.    1,576,680.      MT  (+/- 180 meters Scaled)
 HZ0380
 HZ0380                          SUPERSEDED SURVEY CONTROL
 HZ0380
 HZ0380  NGVD 29 (??/??/92)  182.546  (m)          598.90   (f) ADJ UNCH    1 2
 HZ0380
 HZ0380.Superseded values are not recommended for survey control.
 HZ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0380.See file dsdata.txt to determine how the superseded data were derived.
 HZ0380
 HZ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH861286(NAD 83)
 HZ0380_MARKER: DD = SURVEY DISK
 HZ0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0380_SP_SET: BUILDING
 HZ0380_STAMPING: PRIM TRAV STA NO 32 599 KY 1920
 HZ0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0380
 HZ0380  HISTORY     - Date     Condition        Report By
 HZ0380  HISTORY     - 1920     MONUMENTED       USGS
 HZ0380  HISTORY     - 1949     GOOD             NGS
 HZ0380  HISTORY     - 1970     GOOD             NGS
 HZ0380
 HZ0380                          STATION DESCRIPTION
 HZ0380
 HZ0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0380'AT FRANKFORT.
 HZ0380'AT FRANKFORT, SET VERTICALLY IN THE EAST FACE OF THE STATE
 HZ0380'CAPITOL BUILDING, 5 3/4 FEET NORTH OF THE CENTER OF THE EAST
 HZ0380'ENTRANCE AND ABOUT 1 1/2 FEET ABOVE THE TOP STEP OF ENTRANCE.
 HZ0380
 HZ0380                          STATION RECOVERY (1970)
 HZ0380
 HZ0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HZ0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5156 ***********************************************************************
 DF5156  DESIGNATION -  6 344
 DF5156  PID         -  DF5156
 DF5156  STATE/COUNTY-  KY/KENTON
 DF5156  USGS QUAD   -  INDEPENDENCE (1981)
 DF5156
 DF5156                         *CURRENT SURVEY CONTROL
 DF5156  ___________________________________________________________________
 DF5156* NAD 83(1993)-  38 58 29.26035(N)    084 30 06.45936(W)     ADJUSTED  
 DF5156* NAVD 88     -       267.1    (meters)     876.     (feet)  GPS OBS   
 DF5156  ___________________________________________________________________
 DF5156  X           -     475,745.177 (meters)                     COMP
 DF5156  Y           -  -4,942,424.885 (meters)                     COMP
 DF5156  Z           -   3,990,288.698 (meters)                     COMP
 DF5156  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DF5156  ELLIP HEIGHT-         233.18  (meters)          (04/07/03) GPS OBS
 DF5156  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 DF5156
 DF5156  HORZ ORDER  -  FIRST
 DF5156  ELLP ORDER  -  THIRD     CLASS I
 DF5156
 DF5156.The horizontal coordinates were established by GPS observations
 DF5156.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 DF5156
 DF5156.The orthometric height was determined by GPS observations and a
 DF5156.high-resolution geoid model.
 DF5156
 DF5156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5156
 DF5156.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5156
 DF5156.The ellipsoidal height was determined by GPS observations
 DF5156.and is referenced to NAD 83.
 DF5156
 DF5156.The geoid height was determined by GEOID03.
 DF5156
 DF5156;                    North         East     Units Scale Factor Converg.
 DF5156;SPC KY1Z     - 1,293,899.295 1,608,172.313   MT  1.00008886   +0 45 58.9
 DF5156;SPC KY1Z     - 4,245,067.94  5,276,145.33   sFT  1.00008886   +0 45 58.9
 DF5156;SPC KY N     -   163,733.066   478,180.231   MT  1.00000125   -0 09 23.9
 DF5156;SPC KY N     -   537,180.90  1,568,829.64   sFT  1.00000125   -0 09 23.9
 DF5156;UTM  16      - 4,316,948.117   716,415.213   MT  1.00017675   +1 34 18.9
 DF5156
 DF5156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5156!SPC KY1Z     -   0.99996342  x   1.00008886  =   1.00005227
 DF5156!SPC KY N     -   0.99996342  x   1.00000125  =   0.99996467
 DF5156!UTM  16      -   0.99996342  x   1.00017675  =   1.00014016
 DF5156
 DF5156:                Primary Azimuth Mark                     Grid Az
 DF5156:SPC KY1Z     -  NKC 075 AZ MK                            359 55 48.1
 DF5156:SPC KY N     -  NKC 075 AZ MK                            000 51 10.9
 DF5156:UTM  16      -  NKC 075 AZ MK                            359 07 28.1
 DF5156
 DF5156|---------------------------------------------------------------------|
 DF5156| PID    Reference Object                     Distance      Geod. Az  |
 DF5156|                                                           dddmmss.s |
 DF5156| DF5072 NKC 075 AZ MK                       APPROX. 0.5 KM 0004147.0 |
 DF5156|---------------------------------------------------------------------|
 DF5156
 DF5156                          SUPERSEDED SURVEY CONTROL
 DF5156
 DF5156.No superseded survey control is available for this station.
 DF5156
 DF5156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1641516948(NAD 83)
 DF5156_MARKER: DD = SURVEY DISK
 DF5156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5156_STAMPING: 6 344 2000-18-14
 DF5156_MARK LOGO: KYDT  
 DF5156_PROJECTION: FLUSH
 DF5156_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5156+STABILITY: SURFACE MOTION
 DF5156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5156+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 DF5156
 DF5156  HISTORY     - Date     Condition        Report By
 DF5156  HISTORY     - 2000     MONUMENTED       GRWAS
 DF5156  HISTORY     - 20020612 GOOD             WOOLPT
 DF5156
 DF5156                          STATION DESCRIPTION
 DF5156
 DF5156'DESCRIBED BY WOOLPERT CONSULTANTS 2002 (BJM)
 DF5156'THE STATION IS LOCATED APPROXIMATELY 8.75 SOUTH OF THE CITY OF
 DF5156'CINCINNATI, 6.20 MI
 DF5156'WEST-NORTHWEST OF THE CITY OF ALEXANDRIA, AND 3.15 MI NORTHEAST OF THE
 DF5156'CITY OF
 DF5156'INDEPENDENCE, IN THE CITY OF TAYLOR MILL, EAST OF STATE HIGHWAY 16
 DF5156'(TAYLOR MILL ROAD).
 DF5156' 
 DF5156'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 WITH
 DF5156'STATE HIGHWAY
 DF5156'16 (TAYLOR MILL ROAD) BRIDGE, IN THE CITY OF TAYLOR MILL, GO SOUTH,
 DF5156'SOUTHEAST, THEN
 DF5156'SOUTHWEST 3.20 MI ON HIGHWAY 16 TO THE JUNCTION OF HIGHWAY 16 WITH OLD
 DF5156'TAYLOR MILL
 DF5156'ROAD ON THE RIGHT, CONTINUE SOUTH 0.65 MI ON HIGHWAY 16 TO THE
 DF5156'JUNCTION OF WAYSKIN
 DF5156'DRIVE ON THE LEFT, CONTINUE SOUTH 0.30 MI ON HIGHWAY 16 TO THE STATION
 DF5156'ON THE LEFT. THE
 DF5156'STATION IS A 3-INCH ALUMINUM GRW KTC SURVEY MONUMENT DISK STAMPED --6
 DF5156'344 2000-18-14-- SET
 DF5156'INTO THE TOP OF A 12-INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 DF5156'AND LEVEL WITH
 DF5156'HIGHWAY 16.
 DF5156' 
 DF5156'THE STATION IS 18.6 FEET EAST-SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 DF5156'16, 85.6 FEET
 DF5156'SOUTHWEST OF THE SOUTHWEST CORNER OF BLOCK DWELLING --VILLA FIESTA BAR
 DF5156'AND
 DF5156'RESTAURANT, 5966 TAYLOR MILL ROAD--, 68.8 FEET WEST OF THE SOUTHWEST
 DF5156'CORNER OF BLOCK
 DF5156'DWELLING --RICHARD AND SON AUTO REPAIR, 5968 TAYLOR MILL ROAD--, 32.9
 DF5156'FEET
 DF5156'SOUTH-SOUTHWEST OF UTILITY POLE --K-33758RE--, AND 8.7 FEET
 DF5156'WEST-SOUTHWEST OF A FIRE
 DF5156'HYDRANT.
 DF5156' 
 DF5156'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF5156'THE HORIZON ARE,
 DF5156'DESCRIBED UTILITY POLE EXTENDING 45 DEGREES ABOVE THE HORIZON, A LONE
 DF5156'TREE
 DF5156'APPROXIMATELY 75 FEET SOUTHEAST EXTENDING 30 DEGREES ABOVE THE
 DF5156'HORIZON, A LONE TREE
 DF5156'APPROXIMATELY 75 FEET SOUTH-SOUTHEAST EXTENDING 40 DEGREES ABOVE THE
 DF5156'HORIZON, AND A
 DF5156'LONE TREE APPROXIMATELY 75 FEET NORTHWEST EXTENDING 25 DEGREES ABOVE
 DF5156'THE HORIZON.
 DF5156' 
 DF5156' 
 DF5156'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0091 ***********************************************************************
 GB0091  DESIGNATION -  6 R
 GB0091  PID         -  GB0091
 GB0091  STATE/COUNTY-  KY/WHITLEY
 GB0091  USGS QUAD   -  WOFFORD (1982)
 GB0091
 GB0091                         *CURRENT SURVEY CONTROL
 GB0091  ___________________________________________________________________
 GB0091* NAD 83(1986)-  36 46 21.     (N)    084 08 54.     (W)     SCALED    
 GB0091* NAVD 88     -       282.116  (meters)     925.58   (feet)  ADJUSTED  
 GB0091  ___________________________________________________________________
 GB0091  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GB0091  DYNAMIC HT  -         281.884 (meters)     924.81  (feet)  COMP
 GB0091  MODELED GRAV-     979,800.2   (mgal)                       NAVD 88
 GB0091
 GB0091  VERT ORDER  -  SECOND    CLASS 0
 GB0091
 GB0091.The horizontal coordinates were scaled from a topographic map and have
 GB0091.an estimated accuracy of +/- 6 seconds.
 GB0091
 GB0091.The orthometric height was determined by differential leveling
 GB0091.and adjusted by the National Geodetic Survey in June 1991..
 GB0091
 GB0091.The geoid height was determined by GEOID03.
 GB0091
 GB0091.The dynamic height is computed by dividing the NAVD 88
 GB0091.geopotential number by the normal gravity value computed on the
 GB0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0091.degrees latitude (g = 980.6199 gals.).
 GB0091
 GB0091.The modeled gravity was interpolated from observed gravity values.
 GB0091
 GB0091;                    North         East    Units  Estimated Accuracy
 GB0091;SPC KY1Z     - 1,049,970.    1,643,000.      MT  (+/- 180 meters Scaled)
 GB0091
 GB0091                          SUPERSEDED SURVEY CONTROL
 GB0091
 GB0091  NGVD 29 (??/??/92)  282.274  (m)          926.09   (f) ADJ UNCH    2 0
 GB0091
 GB0091.Superseded values are not recommended for survey control.
 GB0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0091.See file dsdata.txt to determine how the superseded data were derived.
 GB0091
 GB0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF545734(NAD 83)
 GB0091_MARKER: B = BOLT
 GB0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0091_SP_SET: BRIDGE COPING
 GB0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0091+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GB0091
 GB0091  HISTORY     - Date     Condition        Report By
 GB0091  HISTORY     - UNK      MONUMENTED
 GB0091  HISTORY     - 1957     GOOD             NGS
 GB0091  HISTORY     - 20060112 GOOD             KYTC
 GB0091
 GB0091                          STATION DESCRIPTION
 GB0091
 GB0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0091'1.1 MI S FROM WOFFORD.
 GB0091'1.1 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GB0091'THE SITE OF THE OLD STATION AT WOFFORD, WHITLEY COUNTY, 0.4 MILE
 GB0091'NORTH OF AN AIRPLANE-LANDING FIELD, ABOUT 270 YARDS NORTH OF
 GB0091'MILEPOST L 187, AT THE NORTH END OF A RAILROAD BRIDGE, IN THE
 GB0091'TOP OF THE SOUTH END OF THE CONCRETE COPING, 4 FEET WEST OF
 GB0091'THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 GB0091
 GB0091                          STATION RECOVERY (2006)
 GB0091
 GB0091'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0091'MARK IS A BOLT INSIDE A CHISLED SQUARE AND SET IN THE TOP OF THE NORTH
 GB0091'END OF THE EAST ABUTMENT OF RAILROAD BRIDGE OVER BLACKS FORK CREEK, 4
 GB0091'FEET NORTH-NORTHWEST OF NORTH RAIL AND 1.9 FEET SOUTHEAST OF EAST END
 GB0091'OF NORTH STEEL TRUSS OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1526 ***********************************************************************
 HZ1526  DESIGNATION -  60 RHP
 HZ1526  PID         -  HZ1526
 HZ1526  STATE/COUNTY-  KY/OLDHAM
 HZ1526  USGS QUAD   -  OWEN (1983)
 HZ1526
 HZ1526                         *CURRENT SURVEY CONTROL
 HZ1526  ___________________________________________________________________
 HZ1526* NAD 83(1986)-  38 22 44.     (N)    085 35 15.     (W)     SCALED    
 HZ1526* NAVD 88     -       195.304  (meters)     640.76   (feet)  ADJUSTED  
 HZ1526  ___________________________________________________________________
 HZ1526  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HZ1526  DYNAMIC HT  -         195.173 (meters)     640.33  (feet)  COMP
 HZ1526  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 HZ1526
 HZ1526  VERT ORDER  -  FIRST     CLASS II
 HZ1526
 HZ1526.The horizontal coordinates were scaled from a topographic map and have
 HZ1526.an estimated accuracy of +/- 6 seconds.
 HZ1526
 HZ1526.The orthometric height was determined by differential leveling
 HZ1526.and adjusted by the National Geodetic Survey in June 1991..
 HZ1526
 HZ1526.The geoid height was determined by GEOID03.
 HZ1526
 HZ1526.The dynamic height is computed by dividing the NAVD 88
 HZ1526.geopotential number by the normal gravity value computed on the
 HZ1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1526.degrees latitude (g = 980.6199 gals.).
 HZ1526
 HZ1526.The modeled gravity was interpolated from observed gravity values.
 HZ1526
 HZ1526;                    North         East    Units  Estimated Accuracy
 HZ1526;SPC KY1Z     - 1,227,040.    1,514,200.      MT  (+/- 180 meters Scaled)
 HZ1526
 HZ1526                          SUPERSEDED SURVEY CONTROL
 HZ1526
 HZ1526  NGVD 29 (??/??/92)  195.464  (m)          641.28   (f) ADJ UNCH    1 2
 HZ1526
 HZ1526.Superseded values are not recommended for survey control.
 HZ1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1526.See file dsdata.txt to determine how the superseded data were derived.
 HZ1526
 HZ1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH233487(NAD 83)
 HZ1526_MARKER: DD = SURVEY DISK
 HZ1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1526_STAMPING: 60 RHP 642 1952
 HZ1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1526+STABILITY: SURFACE MOTION
 HZ1526
 HZ1526  HISTORY     - Date     Condition        Report By
 HZ1526  HISTORY     - 1952     MONUMENTED       USGS
 HZ1526  HISTORY     - 1954     GOOD             NGS
 HZ1526  HISTORY     - 19980303 GOOD             USPSQD
 HZ1526
 HZ1526                          STATION DESCRIPTION
 HZ1526
 HZ1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1526'1.8 MI SW FROM GOSHEN.
 HZ1526'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 42 FROM THE PRESBYTERIAN
 HZ1526'CHURCH AT GOSHEN, AT A NORTHWEST-SOUTHEAST CROSSROAD, 37 FEET
 HZ1526'NORTHEAST OF CENTER LINE OF GRAVEL ROAD, 31 FEET WEST OF CENTER
 HZ1526'LINE OF HIGHWAY, 21 FEET NORTH OF POWER POLE NO. 004 - 5, 21 FEET
 HZ1526'EAST OF A FENCE CORNER, 2 FEET SOUTH OF ANOTHER FENCE CORNER, ABOUT
 HZ1526'5 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HZ1526'POST PROJECTING 6 INCHES.
 HZ1526
 HZ1526                          STATION RECOVERY (1998)
 HZ1526
 HZ1526'RECOVERY NOTE BY US POWER SQUADRON 1998
 HZ1526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1770 ***********************************************************************
 HY1770  DESIGNATION -  602.7
 HY1770  PID         -  HY1770
 HY1770  STATE/COUNTY-  KY/MONTGOMERY
 HY1770  USGS QUAD   -  PRESTON (1978)
 HY1770
 HY1770                         *CURRENT SURVEY CONTROL
 HY1770  ___________________________________________________________________
 HY1770* NAD 83(1986)-  38 05 28.     (N)    083 50 13.     (W)     SCALED    
 HY1770* NAVD 88     -       245.814  (meters)     806.47   (feet)  ADJUSTED  
 HY1770  ___________________________________________________________________
 HY1770  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY1770  DYNAMIC HT  -         245.637 (meters)     805.89  (feet)  COMP
 HY1770  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 HY1770
 HY1770  VERT ORDER  -  SECOND    CLASS 0
 HY1770
 HY1770.The horizontal coordinates were scaled from a topographic map and have
 HY1770.an estimated accuracy of +/- 6 seconds.
 HY1770
 HY1770.The orthometric height was determined by differential leveling
 HY1770.and adjusted by the National Geodetic Survey in June 1991..
 HY1770
 HY1770.The geoid height was determined by GEOID03.
 HY1770
 HY1770.The dynamic height is computed by dividing the NAVD 88
 HY1770.geopotential number by the normal gravity value computed on the
 HY1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1770.degrees latitude (g = 980.6199 gals.).
 HY1770
 HY1770.The modeled gravity was interpolated from observed gravity values.
 HY1770
 HY1770;                    North         East    Units  Estimated Accuracy
 HY1770;SPC KY1Z     - 1,196,800.    1,667,790.      MT  (+/- 180 meters Scaled)
 HY1770
 HY1770                          SUPERSEDED SURVEY CONTROL
 HY1770
 HY1770  NGVD 29 (??/??/92)  245.968  (m)          806.98   (f) ADJ UNCH    2 0
 HY1770
 HY1770.Superseded values are not recommended for survey control.
 HY1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1770.See file dsdata.txt to determine how the superseded data were derived.
 HY1770
 HY1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC512197(NAD 83)
 HY1770_MARKER: Q = CHISELED SQUARE
 HY1770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1770_SP_SET: ABUTMENT
 HY1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1770
 HY1770  HISTORY     - Date     Condition        Report By
 HY1770  HISTORY     - UNK      MONUMENTED       CORR
 HY1770  HISTORY     - 1963     GOOD             NGS
 HY1770
 HY1770                          STATION DESCRIPTION
 HY1770
 HY1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HY1770'7 MI ENE FROM MOUNT STERLING.
 HY1770'3.2 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 60 FROM THE POST
 HY1770'OFFICE IN MOUNT STERLING, TO JUNCTION WITH STATE HIGHWAY NO.
 HY1770'647, THENCE SOUTH ON HIGHWAY 647 FOR 0.1 MILE TO SIDE ROD
 HY1770'EAST-NORTHEAST, THENCE 3.75 MILES EAST-NORTHEAST ALONG A NARROW
 HY1770'BLACK TOP ROAD PARALLELING THE CHESAPEAKE AND OHIO RAILROAD
 HY1770'TO RAILROAD BRIDGE 602.5 NORTH OF ROAD, IN THE SOUTH END OF THE
 HY1770'EAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1781 ***********************************************************************
 HY1781  DESIGNATION -  609.8
 HY1781  PID         -  HY1781
 HY1781  STATE/COUNTY-  KY/MONTGOMERY
 HY1781  USGS QUAD   -  MOUNT STERLING (1979)
 HY1781
 HY1781                         *CURRENT SURVEY CONTROL
 HY1781  ___________________________________________________________________
 HY1781* NAD 83(1986)-  38 03 12.     (N)    083 56 40.     (W)     SCALED    
 HY1781* NAVD 88     -       285.736  (meters)     937.45   (feet)  ADJUSTED  
 HY1781  ___________________________________________________________________
 HY1781  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HY1781  DYNAMIC HT  -         285.529 (meters)     936.77  (feet)  COMP
 HY1781  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 HY1781
 HY1781  VERT ORDER  -  SECOND    CLASS 0
 HY1781
 HY1781.The horizontal coordinates were scaled from a topographic map and have
 HY1781.an estimated accuracy of +/- 6 seconds.
 HY1781
 HY1781.The orthometric height was determined by differential leveling
 HY1781.and adjusted by the National Geodetic Survey in June 1991..
 HY1781
 HY1781.The geoid height was determined by GEOID03.
 HY1781
 HY1781.The dynamic height is computed by dividing the NAVD 88
 HY1781.geopotential number by the normal gravity value computed on the
 HY1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1781.degrees latitude (g = 980.6199 gals.).
 HY1781
 HY1781.The modeled gravity was interpolated from observed gravity values.
 HY1781
 HY1781;                    North         East    Units  Estimated Accuracy
 HY1781;SPC KY1Z     - 1,192,420.    1,658,450.      MT  (+/- 180 meters Scaled)
 HY1781
 HY1781                          SUPERSEDED SURVEY CONTROL
 HY1781
 HY1781  NGVD 29 (??/??/92)  285.889  (m)          937.95   (f) ADJ UNCH    2 0
 HY1781
 HY1781.Superseded values are not recommended for survey control.
 HY1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1781.See file dsdata.txt to determine how the superseded data were derived.
 HY1781
 HY1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC416158(NAD 83)
 HY1781_MARKER: Q = CHISELED SQUARE
 HY1781_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1781_SP_SET: ABUTMENT
 HY1781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1781
 HY1781  HISTORY     - Date     Condition        Report By
 HY1781  HISTORY     - UNK      MONUMENTED       CORR
 HY1781  HISTORY     - 1955     GOOD             NGS
 HY1781
 HY1781                          STATION DESCRIPTION
 HY1781
 HY1781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1781'AT MT STERLING.
 HY1781'0.2 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 HY1781'STATION, ON THE SOUTH END OF THE EAST ABUTMENT OF BRIDGE NO.
 HY1781'609.8, ABOUT 8 FEET SOUTH OF THE SOUTH RAIL, 2 FEET BELOW
 HY1781'THE LEVEL OF TRACK, AND UNDER A BOARD WALK ALONG THE SOUTH SIDE
 HY1781'OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0349 ***********************************************************************
 JA0349  DESIGNATION -  610
 JA0349  PID         -  JA0349
 JA0349  STATE/COUNTY-  KY/MEADE
 JA0349  USGS QUAD   -  MAUCKPORT (1994)
 JA0349
 JA0349                         *CURRENT SURVEY CONTROL
 JA0349  ___________________________________________________________________
 JA0349* NAD 83(1986)-  38 00 25.     (N)    086 12 12.     (W)     SCALED    
 JA0349* NAVD 88     -       185.976  (meters)     610.16   (feet)  ADJUSTED  
 JA0349  ___________________________________________________________________
 JA0349  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JA0349  DYNAMIC HT  -         185.845 (meters)     609.73  (feet)  COMP
 JA0349  MODELED GRAV-     979,921.6   (mgal)                       NAVD 88
 JA0349
 JA0349  VERT ORDER  -  FIRST     CLASS II
 JA0349
 JA0349.The horizontal coordinates were scaled from a topographic map and have
 JA0349.an estimated accuracy of +/- 6 seconds.
 JA0349
 JA0349.The orthometric height was determined by differential leveling
 JA0349.and adjusted by the National Geodetic Survey in June 1991..
 JA0349
 JA0349.The geoid height was determined by GEOID03.
 JA0349
 JA0349.The dynamic height is computed by dividing the NAVD 88
 JA0349.geopotential number by the normal gravity value computed on the
 JA0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0349.degrees latitude (g = 980.6199 gals.).
 JA0349
 JA0349.The modeled gravity was interpolated from observed gravity values.
 JA0349
 JA0349;                    North         East    Units  Estimated Accuracy
 JA0349;SPC KY1Z     - 1,185,840.    1,460,190.      MT  (+/- 180 meters Scaled)
 JA0349
 JA0349                          SUPERSEDED SURVEY CONTROL
 JA0349
 JA0349  NGVD 29 (??/??/92)  186.088  (m)          610.52   (f) ADJ UNCH    1 2
 JA0349
 JA0349.Superseded values are not recommended for survey control.
 JA0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0349.See file dsdata.txt to determine how the superseded data were derived.
 JA0349
 JA0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH699068(NAD 83)
 JA0349_MARKER: DD = SURVEY DISK
 JA0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0349_STAMPING: EK-3 610
 JA0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0349+STABILITY: SURFACE MOTION
 JA0349
 JA0349  HISTORY     - Date     Condition        Report By
 JA0349  HISTORY     - UNK      MONUMENTED       DOD
 JA0349  HISTORY     - 1953     GOOD             NGS
 JA0349
 JA0349                          STATION DESCRIPTION
 JA0349
 JA0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JA0349'2 MI NW FROM BRANDENBURG.
 JA0349'2.05 MILES NORTHWEST ALONG STATE HIGHWAY 228 FROM THE JUNCTION
 JA0349'OF STATE HIGHWAY 448 AT BRANDENBURG, AT THE TOP OF A GRADE,
 JA0349'20 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY, ABOUT IN LINE WITH
 JA0349'EXTENDED CENTER LINE OF A LANE LEADING NORTH, 160 FEET
 JA0349'WEST-NORTHWEST OF NORTHWEST CORNER OF A HOUSE WITH ASBESTOS
 JA0349'SIDING, 136 FEET WEST OF A POWER POLE WITH A TRANSFORMER, ABOUT
 JA0349'1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JA0349'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1782 ***********************************************************************
 HY1782  DESIGNATION -  610.1
 HY1782  PID         -  HY1782
 HY1782  STATE/COUNTY-  KY/MONTGOMERY
 HY1782  USGS QUAD   -  MOUNT STERLING (1979)
 HY1782
 HY1782                         *CURRENT SURVEY CONTROL
 HY1782  ___________________________________________________________________
 HY1782* NAD 83(1986)-  38 02 52.     (N)    083 56 52.     (W)     SCALED    
 HY1782* NAVD 88     -       288.81   (+/-2cm)     947.5    (feet)  VERTCON   
 HY1782  ___________________________________________________________________
 HY1782  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 HY1782
 HY1782  VERT ORDER  -  ? (See Below)
 HY1782
 HY1782.The horizontal coordinates were scaled from a topographic map and have
 HY1782.an estimated accuracy of +/- 6 seconds.
 HY1782
 HY1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY1782.The vertical order pertains to the NGVD 29 superseded value.
 HY1782
 HY1782.The geoid height was determined by GEOID03.
 HY1782
 HY1782;                    North         East    Units  Estimated Accuracy
 HY1782;SPC KY1Z     - 1,191,800.    1,658,170.      MT  (+/- 180 meters Scaled)
 HY1782
 HY1782                          SUPERSEDED SURVEY CONTROL
 HY1782
 HY1782  NGVD 29 (??/??/92)  288.965  (m)          948.05   (f) ADJ UNCH    ?  
 HY1782
 HY1782.Superseded values are not recommended for survey control.
 HY1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1782.See file dsdata.txt to determine how the superseded data were derived.
 HY1782
 HY1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC413152(NAD 83)
 HY1782_MARKER: Q = CHISELED SQUARE
 HY1782_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1782_SP_SET: BRIDGE
 HY1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1782
 HY1782  HISTORY     - Date     Condition        Report By
 HY1782  HISTORY     - UNK      MONUMENTED       CORR
 HY1782  HISTORY     - 1935     GOOD             NGS
 HY1782
 HY1782                          STATION DESCRIPTION
 HY1782
 HY1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1782'0.5 MI W FROM MT STERLING.
 HY1782'0.5 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 HY1782'STATION AT MT. STERLING, ON THE NORTH END OF THE EAST WING
 HY1782'WALL OF CONCRETE BRIDGE NO. 610.1, 6 FEET NORTH OF THE NORTH
 HY1782'RAIL, AND ABOUT 8 INCHES BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0010 ***********************************************************************
 HA0010  DESIGNATION -  612.3 RM 2
 HA0010  PID         -  HA0010
 HA0010  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0010  USGS QUAD   -  IRVINGTON (1953)
 HA0010
 HA0010                         *CURRENT SURVEY CONTROL
 HA0010  ___________________________________________________________________
 HA0010* NAD 83(1986)-  37 52 56.     (N)    086 17 00.     (W)     SCALED    
 HA0010* NAVD 88     -       186.410  (meters)     611.58   (feet)  ADJUSTED  
 HA0010  ___________________________________________________________________
 HA0010  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HA0010  DYNAMIC HT  -         186.276 (meters)     611.14  (feet)  COMP
 HA0010  MODELED GRAV-     979,906.1   (mgal)                       NAVD 88
 HA0010
 HA0010  VERT ORDER  -  SECOND    CLASS 0
 HA0010
 HA0010.The horizontal coordinates were scaled from a topographic map and have
 HA0010.an estimated accuracy of +/- 6 seconds.
 HA0010
 HA0010.The orthometric height was determined by differential leveling
 HA0010.and adjusted by the National Geodetic Survey in June 1991..
 HA0010
 HA0010.The geoid height was determined by GEOID03.
 HA0010
 HA0010.The dynamic height is computed by dividing the NAVD 88
 HA0010.geopotential number by the normal gravity value computed on the
 HA0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0010.degrees latitude (g = 980.6199 gals.).
 HA0010
 HA0010.The modeled gravity was interpolated from observed gravity values.
 HA0010
 HA0010;                    North         East    Units  Estimated Accuracy
 HA0010;SPC KY1Z     - 1,172,030.    1,453,090.      MT  (+/- 180 meters Scaled)
 HA0010
 HA0010                          SUPERSEDED SURVEY CONTROL
 HA0010
 HA0010  NGVD 29 (??/??/92)  186.520  (m)          611.94   (f) ADJ UNCH    2 0
 HA0010
 HA0010.Superseded values are not recommended for survey control.
 HA0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0010.See file dsdata.txt to determine how the superseded data were derived.
 HA0010
 HA0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG630929(NAD 83)
 HA0010_MARKER: Q = CHISELED SQUARE
 HA0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0010_SP_SET: PLATFORM
 HA0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0010
 HA0010  HISTORY     - Date     Condition        Report By
 HA0010  HISTORY     - UNK      MONUMENTED       USGS
 HA0010  HISTORY     - 1954     MARK NOT FOUND   NGS
 HA0010
 HA0010                          STATION DESCRIPTION
 HA0010
 HA0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HA0010'AT IRVINGTON.
 HA0010'AT IRVINGTON, BRECKENRIDGE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0010'RAILROAD, 360 FEET EAST OF THE EAST END OF THE STATION, ON THE
 HA0010'PLATFORM CURB, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 HA0010'NOTE-- THE MARK HAS BEEN COVERED WITH ASPHALT AND WAS NOT DUG
 HA0010'UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1784 ***********************************************************************
 HY1784  DESIGNATION -  612.6
 HY1784  PID         -  HY1784
 HY1784  STATE/COUNTY-  KY/MONTGOMERY
 HY1784  USGS QUAD   -  MOUNT STERLING (1979)
 HY1784
 HY1784                         *CURRENT SURVEY CONTROL
 HY1784  ___________________________________________________________________
 HY1784* NAD 83(1986)-  38 01 40.     (N)    083 58 54.     (W)     SCALED    
 HY1784* NAVD 88     -       319.62   (+/-2cm)    1048.6    (feet)  VERTCON   
 HY1784  ___________________________________________________________________
 HY1784  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 HY1784
 HY1784  VERT ORDER  -  ? (See Below)
 HY1784
 HY1784.The horizontal coordinates were scaled from a topographic map and have
 HY1784.an estimated accuracy of +/- 6 seconds.
 HY1784
 HY1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY1784.The vertical order pertains to the NGVD 29 superseded value.
 HY1784
 HY1784.The geoid height was determined by GEOID03.
 HY1784
 HY1784;                    North         East    Units  Estimated Accuracy
 HY1784;SPC KY1Z     - 1,189,530.    1,655,240.      MT  (+/- 180 meters Scaled)
 HY1784
 HY1784                          SUPERSEDED SURVEY CONTROL
 HY1784
 HY1784  NGVD 29 (??/??/92)  319.768  (m)         1049.11   (f) ADJ UNCH    ?  
 HY1784
 HY1784.Superseded values are not recommended for survey control.
 HY1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1784.See file dsdata.txt to determine how the superseded data were derived.
 HY1784
 HY1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC382130(NAD 83)
 HY1784_MARKER: Q = CHISELED SQUARE
 HY1784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1784_SP_SET: CURBING
 HY1784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1784
 HY1784  HISTORY     - Date     Condition        Report By
 HY1784  HISTORY     - UNK      MONUMENTED       CORR
 HY1784  HISTORY     - 1955     GOOD             NGS
 HY1784
 HY1784                          STATION DESCRIPTION
 HY1784
 HY1784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1784'3.4 MI SW FROM MT STERLING.
 HY1784'0.2 MILE WEST OF MAIN STREET FROM THE POST OFFICE AT MT. STERLING,
 HY1784'TO RICHMOND AVENUE, THENCE SOUTH ON RICHMOND 0.9 MILE TO FORK
 HY1784'JUST BEFORE REACHING RAILROAD CROSSING, THENCE WEST AND SOUTHWEST
 HY1784'2.0 MILE TO T-ROAD, THENCE SOUTH FOR 0.25 MILE TO RAILROAD
 HY1784'CROSSING AND SITE OF OLD STATION PREWITT NOW REMOVED, 50 FEET
 HY1784'SOUTHWEST OF THE CENTER OF THE CROSSING, 2 FEET SOUTHEAST OF
 HY1784'THE SOUTHEAST RAIL, IN CONCRETE CURBING COVERED WITH BALLAST,
 HY1784'1 FOOT BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1331 ***********************************************************************
 GY1331  DESIGNATION -  615
 GY1331  PID         -  GY1331
 GY1331  STATE/COUNTY-  KY/JOHNSON
 GY1331  USGS QUAD   -  PRESTONSBURG (1992)
 GY1331
 GY1331                         *CURRENT SURVEY CONTROL
 GY1331  ___________________________________________________________________
 GY1331* NAD 83(1986)-  37 44 45.     (N)    082 47 12.     (W)     SCALED    
 GY1331* NAVD 88     -       187.287  (meters)     614.46   (feet)  ADJUSTED  
 GY1331  ___________________________________________________________________
 GY1331  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GY1331  DYNAMIC HT  -         187.146 (meters)     613.99  (feet)  COMP
 GY1331  MODELED GRAV-     979,874.9   (mgal)                       NAVD 88
 GY1331
 GY1331  VERT ORDER  -  SECOND    CLASS 0
 GY1331
 GY1331.The horizontal coordinates were scaled from a topographic map and have
 GY1331.an estimated accuracy of +/- 6 seconds.
 GY1331
 GY1331.The orthometric height was determined by differential leveling
 GY1331.and adjusted by the National Geodetic Survey in June 1991..
 GY1331
 GY1331.The geoid height was determined by GEOID03.
 GY1331
 GY1331.The dynamic height is computed by dividing the NAVD 88
 GY1331.geopotential number by the normal gravity value computed on the
 GY1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1331.degrees latitude (g = 980.6199 gals.).
 GY1331
 GY1331.The modeled gravity was interpolated from observed gravity values.
 GY1331
 GY1331;                    North         East    Units  Estimated Accuracy
 GY1331;SPC KY1Z     - 1,160,910.    1,761,110.      MT  (+/- 180 meters Scaled)
 GY1331
 GY1331                          SUPERSEDED SURVEY CONTROL
 GY1331
 GY1331  NGVD 29 (??/??/92)  187.490  (m)          615.12   (f) ADJ UNCH    2 0
 GY1331
 GY1331.Superseded values are not recommended for survey control.
 GY1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1331.See file dsdata.txt to determine how the superseded data were derived.
 GY1331
 GY1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB425791(NAD 83)
 GY1331_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GY1331_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY1331_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GY1331_STAMPING: KY 615.123
 GY1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1331
 GY1331  HISTORY     - Date     Condition        Report By
 GY1331  HISTORY     - UNK      MONUMENTED       USGS
 GY1331  HISTORY     - 1956     POOR             NGS
 GY1331
 GY1331                          STATION DESCRIPTION
 GY1331
 GY1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1331'AT EAST POINT.
 GY1331'AT EAST POINT, 0.1 MILE SOUTH OF THE STATION SIGN, AT THE SOUTH
 GY1331'END OF BRIDGE NO. 659, 1 FOOT WEST OF THE WEST END OF SOUTH WING
 GY1331'WALL, 22 FEET WEST OF THE WEST RAIL, 2 FEET NORTHEAST OF TELEPHONE
 GY1331'POLE NO. 7, 9 FEET BELOW THE LEVEL OF THE TRACK, A U.S.G.S. CAP
 GY1331'RIVETED TO A 3 1/2 INCH IRON PIPE, 0.5 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1830 ***********************************************************************
 HZ1830  DESIGNATION -  626 A USE
 HZ1830  PID         -  HZ1830
 HZ1830  STATE/COUNTY-  KY/HARDIN
 HZ1830  USGS QUAD   -  KOSMOSDALE (1994)
 HZ1830
 HZ1830                         *CURRENT SURVEY CONTROL
 HZ1830  ___________________________________________________________________
 HZ1830* NAD 83(1986)-  38 00 01.     (N)    085 56 47.     (W)     SCALED    
 HZ1830* NAVD 88     -       134.179  (meters)     440.22   (feet)  ADJUSTED  
 HZ1830  ___________________________________________________________________
 HZ1830  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HZ1830  DYNAMIC HT  -         134.085 (meters)     439.91  (feet)  COMP
 HZ1830  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 HZ1830
 HZ1830  VERT ORDER  -  FIRST     CLASS II
 HZ1830
 HZ1830.The horizontal coordinates were scaled from a topographic map and have
 HZ1830.an estimated accuracy of +/- 6 seconds.
 HZ1830
 HZ1830.The orthometric height was determined by differential leveling
 HZ1830.and adjusted by the National Geodetic Survey in June 1991..
 HZ1830
 HZ1830.The geoid height was determined by GEOID03.
 HZ1830
 HZ1830.The dynamic height is computed by dividing the NAVD 88
 HZ1830.geopotential number by the normal gravity value computed on the
 HZ1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1830.degrees latitude (g = 980.6199 gals.).
 HZ1830
 HZ1830.The modeled gravity was interpolated from observed gravity values.
 HZ1830
 HZ1830;                    North         East    Units  Estimated Accuracy
 HZ1830;SPC KY1Z     - 1,185,020.    1,482,750.      MT  (+/- 180 meters Scaled)
 HZ1830
 HZ1830                          SUPERSEDED SURVEY CONTROL
 HZ1830
 HZ1830  NGVD 29 (??/??/92)  134.31   (m)          440.6    (f) COMPUTED    1 2
 HZ1830
 HZ1830.Superseded values are not recommended for survey control.
 HZ1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1830.See file dsdata.txt to determine how the superseded data were derived.
 HZ1830
 HZ1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH925063(NAD 83)
 HZ1830_MARKER: DD = SURVEY DISK
 HZ1830_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1830_SP_SET: BUILDING
 HZ1830_STAMPING: KENTUCKY ADJ
 HZ1830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1830
 HZ1830  HISTORY     - Date     Condition        Report By
 HZ1830  HISTORY     - UNK      MONUMENTED       USGS
 HZ1830  HISTORY     - 1953     POOR             NGS
 HZ1830
 HZ1830                          STATION DESCRIPTION
 HZ1830
 HZ1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HZ1830'AT WEST POINT.
 HZ1830'AT WEST POINT, IN THE SOUTHEAST QUARTER OF THE INTERSECTION
 HZ1830'OF FOURTH AND ELM STREETS, SET VERTICALLY IN WEST FACE OF CENTER
 HZ1830'OF STONE SILL OF WINDOW OF BRICK BUILDING (FORMERLY
 HZ1830'KENTUCKY-INDIANA BANK BUILDING - NOW A RESIDENCE) AND ABOUT
 HZ1830'4-1/2 FEET ABOVE LEVEL OF SIDEWALK.  NOTE-- A PORTION OF THE
 HZ1830'DISK IS MISSING BUT THE CENTER MARKINGS ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1171 ***********************************************************************
 HZ1171  DESIGNATION -  629
 HZ1171  PID         -  HZ1171
 HZ1171  STATE/COUNTY-  KY/JEFFERSON
 HZ1171  USGS QUAD   -  FISHERVILLE (1993)
 HZ1171
 HZ1171                         *CURRENT SURVEY CONTROL
 HZ1171  ___________________________________________________________________
 HZ1171* NAD 83(1986)-  38 13 49.     (N)    085 25 29.     (W)     SCALED    
 HZ1171* NAVD 88     -       191.626  (meters)     628.69   (feet)  ADJUSTED  
 HZ1171  ___________________________________________________________________
 HZ1171  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HZ1171  DYNAMIC HT  -         191.495 (meters)     628.26  (feet)  COMP
 HZ1171  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 HZ1171
 HZ1171  VERT ORDER  -  FIRST     CLASS II
 HZ1171
 HZ1171.The horizontal coordinates were scaled from a topographic map and have
 HZ1171.an estimated accuracy of +/- 6 seconds.
 HZ1171
 HZ1171.The orthometric height was determined by differential leveling
 HZ1171.and adjusted by the National Geodetic Survey in June 1991..
 HZ1171
 HZ1171.The geoid height was determined by GEOID03.
 HZ1171
 HZ1171.The dynamic height is computed by dividing the NAVD 88
 HZ1171.geopotential number by the normal gravity value computed on the
 HZ1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1171.degrees latitude (g = 980.6199 gals.).
 HZ1171
 HZ1171.The modeled gravity was interpolated from observed gravity values.
 HZ1171
 HZ1171;                    North         East    Units  Estimated Accuracy
 HZ1171;SPC KY1Z     - 1,210,580.    1,528,480.      MT  (+/- 180 meters Scaled)
 HZ1171
 HZ1171                          SUPERSEDED SURVEY CONTROL
 HZ1171
 HZ1171  NGVD 29 (??/??/92)  191.777  (m)          629.19   (f) ADJ UNCH    1 2
 HZ1171
 HZ1171.Superseded values are not recommended for survey control.
 HZ1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1171.See file dsdata.txt to determine how the superseded data were derived.
 HZ1171
 HZ1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH378325(NAD 83)
 HZ1171_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HZ1171_SETTING: 0 = UNSPECIFIED SETTING
 HZ1171_STAMPING: 629 628.969
 HZ1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1171
 HZ1171  HISTORY     - Date     Condition        Report By
 HZ1171  HISTORY     - UNK      MONUMENTED       USGS
 HZ1171  HISTORY     - 1954     GOOD             NGS
 HZ1171  HISTORY     - 1983     GOOD             KYDT
 HZ1171
 HZ1171                          STATION DESCRIPTION
 HZ1171
 HZ1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1171'1.2 MI SE FROM EASTWOOD.
 HZ1171'ABOUT 1.25 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1171'RAILROAD FROM THE SOUTHEAST END OF TUNNEL AT EASTWOOD, AT
 HZ1171'CROSSING OF HOBBS RAOD (BLACK TOP ROAD) AT LONG RUN, ABOUT
 HZ1171'0.15 MILE WEST OF MILE POST 19, 28.3 FEET NORTH OF NORTH RAIL,
 HZ1171'43 FEET NORTHEAST OF CENTER OF CROSSING OF HOBBS ROAD, 31 1/2
 HZ1171'FEET EAST OF CENTER LINE OF ROAD, 50 FEET WEST OF TELEPHONE POLE
 HZ1171'NO. 6, 20 FEET SOUTH OF A LONE 30-INCH MAPLE TREE, ABOUT 2 FEET
 HZ1171'BELOW LEVEL OF TRACK AND PROJECTING 7 INCHES.
 HZ1171
 HZ1171                          STATION RECOVERY (1983)
 HZ1171
 HZ1171'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 HZ1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1564 ***********************************************************************
 HZ1564  DESIGNATION -  63 EOM
 HZ1564  PID         -  HZ1564
 HZ1564  STATE/COUNTY-  KY/OLDHAM
 HZ1564  USGS QUAD   -  ANCHORAGE (1987)
 HZ1564
 HZ1564                         *CURRENT SURVEY CONTROL
 HZ1564  ___________________________________________________________________
 HZ1564* NAD 83(1986)-  38 19 10.     (N)    085 30 04.     (W)     SCALED    
 HZ1564* NAVD 88     -       220.302  (meters)     722.77   (feet)  ADJUSTED  
 HZ1564  ___________________________________________________________________
 HZ1564  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1564  DYNAMIC HT  -         220.153 (meters)     722.29  (feet)  COMP
 HZ1564  MODELED GRAV-     979,950.0   (mgal)                       NAVD 88
 HZ1564
 HZ1564  VERT ORDER  -  SECOND    CLASS 0
 HZ1564
 HZ1564.The horizontal coordinates were scaled from a topographic map and have
 HZ1564.an estimated accuracy of +/- 6 seconds.
 HZ1564
 HZ1564.The orthometric height was determined by differential leveling
 HZ1564.and adjusted by the National Geodetic Survey in June 1991..
 HZ1564
 HZ1564.The geoid height was determined by GEOID03.
 HZ1564
 HZ1564.The dynamic height is computed by dividing the NAVD 88
 HZ1564.geopotential number by the normal gravity value computed on the
 HZ1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1564.degrees latitude (g = 980.6199 gals.).
 HZ1564
 HZ1564.The modeled gravity was interpolated from observed gravity values.
 HZ1564
 HZ1564;                    North         East    Units  Estimated Accuracy
 HZ1564;SPC KY1Z     - 1,220,460.    1,521,760.      MT  (+/- 180 meters Scaled)
 HZ1564
 HZ1564                          SUPERSEDED SURVEY CONTROL
 HZ1564
 HZ1564  NGVD 29 (??/??/92)  220.459  (m)          723.29   (f) ADJ UNCH    2 0
 HZ1564
 HZ1564.Superseded values are not recommended for survey control.
 HZ1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1564.See file dsdata.txt to determine how the superseded data were derived.
 HZ1564
 HZ1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH310423(NAD 83)
 HZ1564_MARKER: DD = SURVEY DISK
 HZ1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1564_STAMPING: 63-EOM-1949 723
 HZ1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1564+STABILITY: SURFACE MOTION
 HZ1564
 HZ1564  HISTORY     - Date     Condition        Report By
 HZ1564  HISTORY     - 1949     MONUMENTED       USGS
 HZ1564  HISTORY     - 1960     GOOD             PAS
 HZ1564  HISTORY     - 19980325 MARK NOT FOUND   USPSQD
 HZ1564
 HZ1564                          STATION DESCRIPTION
 HZ1564
 HZ1564'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1564'1.6 MI W FROM CRESTWOOD.
 HZ1564'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST
 HZ1564'OFFICE IN CRESTWOOD, ABOUT 0.15 MILES WEST OF ROAD SOUTHEAST
 HZ1564'TO PEE WEE VALLEY (STATE HIGHWAY 362), 39.5 FEET SOUTHWEST OF
 HZ1564'INTERSECTION OF HIGHWAY 22 AND DRIVE SOUTH TO WOODSIDE ACRES,
 HZ1564'31.7 FEET SOUTH OF CENTER OF HIGHWAY 22, 8.3 FEET EAST OF A
 HZ1564'15-INCH MAPLE TREE, 7.2 FEET WEST OF A METAL WITNESS POST AND
 HZ1564'SIGN, AND ABOUT LEVEL WITH HIGHWAY.  A STANDARD U.S.G.S. BRONZE
 HZ1564'DISK SET IN TOP OF A 6 IN X 6 IN CONCRETE POST PROJECTING 4
 HZ1564'INCHES AND STAMPED 63-EOM-1949 723.
 HZ1564
 HZ1564                          STATION RECOVERY (1998)
 HZ1564
 HZ1564'RECOVERY NOTE BY US POWER SQUADRON 1998
 HZ1564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0371 ***********************************************************************
 HB0371  DESIGNATION -  63 M USGS
 HB0371  PID         -  HB0371
 HB0371  STATE/COUNTY-  KY/MCCRACKEN
 HB0371  USGS QUAD   -  PADUCAH WEST (1982)
 HB0371
 HB0371                         *CURRENT SURVEY CONTROL
 HB0371  ___________________________________________________________________
 HB0371* NAD 83(1986)-  37 05 17.     (N)    088 41 32.     (W)     SCALED    
 HB0371* NAVD 88     -       116.119  (meters)     380.97   (feet)  ADJUSTED  
 HB0371  ___________________________________________________________________
 HB0371  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 HB0371  DYNAMIC HT  -         116.034 (meters)     380.69  (feet)  COMP
 HB0371  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 HB0371
 HB0371  VERT ORDER  -  FIRST     CLASS I
 HB0371
 HB0371.The horizontal coordinates were scaled from a topographic map and have
 HB0371.an estimated accuracy of +/- 6 seconds.
 HB0371
 HB0371.The orthometric height was determined by differential leveling
 HB0371.and adjusted by the National Geodetic Survey in June 1991..
 HB0371
 HB0371.The geoid height was determined by GEOID03.
 HB0371
 HB0371.The dynamic height is computed by dividing the NAVD 88
 HB0371.geopotential number by the normal gravity value computed on the
 HB0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0371.degrees latitude (g = 980.6199 gals.).
 HB0371
 HB0371.The modeled gravity was interpolated from observed gravity values.
 HB0371
 HB0371;                    North         East    Units  Estimated Accuracy
 HB0371;SPC KY1Z     - 1,087,890.    1,238,450.      MT  (+/- 180 meters Scaled)
 HB0371
 HB0371                          SUPERSEDED SURVEY CONTROL
 HB0371
 HB0371  NGVD 29 (??/??/??)  116.104  (m)          380.92   (f) ADJUSTED    1 1
 HB0371
 HB0371.Superseded values are not recommended for survey control.
 HB0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0371.See file dsdata.txt to determine how the superseded data were derived.
 HB0371
 HB0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG496059(NAD 83)
 HB0371_MARKER: DD = SURVEY DISK
 HB0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0371_STAMPING: PT STA NO 63M 1926 H 19
 HB0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0371+STABILITY: SURFACE MOTION
 HB0371
 HB0371  HISTORY     - Date     Condition        Report By
 HB0371  HISTORY     - 1926     MONUMENTED       USGS
 HB0371  HISTORY     - 1968     GOOD             CGS
 HB0371  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 HB0371
 HB0371                          STATION DESCRIPTION
 HB0371
 HB0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0371'2.8 MI E FROM WEST PADUCAH.
 HB0371'ABOUT 2.8 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0371'THE POST OFFICE AT WEST PADUCAH, 51 FEET NORTHWEST OF THE CENTER
 HB0371'OF A CROSSING OF THE RAILROAD AND STATE HIGHWAY 998, 46 FEET
 HB0371'NORTH OF THE NORTH RAIL, 35 FEET WEST OF THE CENTERLINE OF THE
 HB0371'HIGHWAY, 110 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM A POWER
 HB0371'POLE WHICH IS BRACED BY TWO GUY WIRES, 12 FEET WEST OF A CORNER
 HB0371'FENCE POST, 2 1/2 FEET SOUTH OF A FENCE, 1.3 FEET NORTHWEST
 HB0371'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 HB0371'TRACK, AND A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A
 HB0371'CONCRETE POST WHICH PROJECTS 6 INCHES.
 HB0371
 HB0371                          STATION RECOVERY (2003)
 HB0371
 HB0371'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0371'AREA RECENTLY GRADED AND CLEARED IN PREPARATION OF RELOCATION OF STATE
 HB0371'HIGHWAY 998 WEST OF ITS PRESENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0317 ***********************************************************************
 HA0317  DESIGNATION -  635
 HA0317  PID         -  HA0317
 HA0317  STATE/COUNTY-  KY/BUTLER
 HA0317  USGS QUAD   -  MORGANTOWN (1973)
 HA0317
 HA0317                         *CURRENT SURVEY CONTROL
 HA0317  ___________________________________________________________________
 HA0317* NAD 83(1986)-  37 14 46.     (N)    086 43 14.     (W)     SCALED    
 HA0317* NAVD 88     -       193.291  (meters)     634.16   (feet)  ADJUSTED  
 HA0317  ___________________________________________________________________
 HA0317  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HA0317  DYNAMIC HT  -         193.143 (meters)     633.67  (feet)  COMP
 HA0317  MODELED GRAV-     979,864.9   (mgal)                       NAVD 88
 HA0317
 HA0317  VERT ORDER  -  SECOND    CLASS 0
 HA0317
 HA0317.The horizontal coordinates were scaled from a topographic map and have
 HA0317.an estimated accuracy of +/- 6 seconds.
 HA0317
 HA0317.The orthometric height was determined by differential leveling
 HA0317.and adjusted by the National Geodetic Survey in June 1991..
 HA0317
 HA0317.The geoid height was determined by GEOID03.
 HA0317
 HA0317.The dynamic height is computed by dividing the NAVD 88
 HA0317.geopotential number by the normal gravity value computed on the
 HA0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0317.degrees latitude (g = 980.6199 gals.).
 HA0317
 HA0317.The modeled gravity was interpolated from observed gravity values.
 HA0317
 HA0317;                    North         East    Units  Estimated Accuracy
 HA0317;SPC KY1Z     - 1,101,750.    1,413,890.      MT  (+/- 180 meters Scaled)
 HA0317
 HA0317                          SUPERSEDED SURVEY CONTROL
 HA0317
 HA0317  NGVD 29 (??/??/92)  193.404  (m)          634.53   (f) ADJ UNCH    2 0
 HA0317
 HA0317.Superseded values are not recommended for survey control.
 HA0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0317.See file dsdata.txt to determine how the superseded data were derived.
 HA0317
 HA0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG247222(NAD 83)
 HA0317_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0317_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0317_STAMPING: KY 635
 HA0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0317+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 HA0317
 HA0317  HISTORY     - Date     Condition        Report By
 HA0317  HISTORY     - UNK      MONUMENTED       USGS
 HA0317  HISTORY     - 1940     GOOD             NGS
 HA0317  HISTORY     - 20011106 GOOD             KYDT
 HA0317
 HA0317                          STATION DESCRIPTION
 HA0317
 HA0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HA0317'2.8 MI NW FROM MORGANTOWN.
 HA0317'2.8 MILES NORTHWEST ALONG U.S. HIGHWAY 231 FROM THE COUNTY COURTHOUSE
 HA0317'AT MORGANTOWN, BUTLER COUNTY, 3.6 MILES SOUTHEAST OF THE POST OFFICE
 HA0317'AT LOGANSPORT, AT THE TOP OF HIGH HILL, 32 YARDS WEST OF THE WEST
 HA0317'WALL OF HIGH HILL SCHOOL, 79 FEET SOUTHEAST OF THE CENTERLINE OF A
 HA0317'DRIVE LEADING TO THE SCHOOL, 22.8 FEET SOUTHWEST OF THE CENTERLINE
 HA0317'OF THE HIGHWAY, 12.6 FEET EAST OF A 22-INCH MAPLE STUMP, 0.4 FOOT
 HA0317'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET HIGHER THAN
 HA0317'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 HA0317'STAMPED KY 635 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 HA0317'PROJECTING 1 FOOT ABOVE GROUND.
 HA0317
 HA0317                          STATION RECOVERY (2001)
 HA0317
 HA0317'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HA0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1344 ***********************************************************************
 GY1344  DESIGNATION -  635
 GY1344  PID         -  GY1344
 GY1344  STATE/COUNTY-  KY/FLOYD
 GY1344  USGS QUAD   -  LANCER (1992)
 GY1344
 GY1344                         *CURRENT SURVEY CONTROL
 GY1344  ___________________________________________________________________
 GY1344* NAD 83(1986)-  37 40 01.     (N)    082 43 50.     (W)     SCALED    
 GY1344* NAVD 88     -       193.130  (meters)     633.63   (feet)  ADJUSTED  
 GY1344  ___________________________________________________________________
 GY1344  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GY1344  DYNAMIC HT  -         192.984 (meters)     633.15  (feet)  COMP
 GY1344  MODELED GRAV-     979,870.3   (mgal)                       NAVD 88
 GY1344
 GY1344  VERT ORDER  -  SECOND    CLASS 0
 GY1344
 GY1344.The horizontal coordinates were scaled from a topographic map and have
 GY1344.an estimated accuracy of +/- 6 seconds.
 GY1344
 GY1344.The orthometric height was determined by differential leveling
 GY1344.and adjusted by the National Geodetic Survey in June 1991..
 GY1344
 GY1344.The geoid height was determined by GEOID03.
 GY1344
 GY1344.The dynamic height is computed by dividing the NAVD 88
 GY1344.geopotential number by the normal gravity value computed on the
 GY1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1344.degrees latitude (g = 980.6199 gals.).
 GY1344
 GY1344.The modeled gravity was interpolated from observed gravity values.
 GY1344
 GY1344;                    North         East    Units  Estimated Accuracy
 GY1344;SPC KY1Z     - 1,152,320.    1,766,330.      MT  (+/- 180 meters Scaled)
 GY1344
 GY1344                          SUPERSEDED SURVEY CONTROL
 GY1344
 GY1344  NGVD 29 (??/??/92)  193.329  (m)          634.28   (f) ADJ UNCH    2 0
 GY1344
 GY1344.Superseded values are not recommended for survey control.
 GY1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1344.See file dsdata.txt to determine how the superseded data were derived.
 GY1344
 GY1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB473702(NAD 83)
 GY1344_MARKER: DB = BENCH MARK DISK
 GY1344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1344_SP_SET: BRIDGE ABUTMENT
 GY1344_STAMPING: KENTUCKY 635
 GY1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1344+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 GY1344
 GY1344  HISTORY     - Date     Condition        Report By
 GY1344  HISTORY     - UNK      MONUMENTED       CGS
 GY1344  HISTORY     - 1956     POOR             NGS
 GY1344  HISTORY     - 1980     GOOD             DOD
 GY1344  HISTORY     - 20011106 GOOD             KYDT
 GY1344
 GY1344                          STATION DESCRIPTION
 GY1344
 GY1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1344'3.4 MI S FROM PRESTONBURG.
 GY1344'3.4 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY1344'STATION AT PRESTONBURG, 27 RAILS SOUTHWEST OF THE BULL CREEK
 GY1344'STATION SIGN, AT BRIDGE NO. 771 OVER BULL CREEK, IN THE TOP OF
 GY1344'THE SOUTHEAST END OF THE NORTHEAST BRIDGE SEAT, 13 FEET SOUTHEAST
 GY1344'OF THE SOUTHEAST RAIL, ABOUT 7.5 FEET BELOW LEVEL OF TRACK,
 GY1344'6 FEET SOUTHEAST OF B.M. K 86.
 GY1344
 GY1344                          STATION RECOVERY (1980)
 GY1344
 GY1344'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1344'RECOVERED IN GOOD CONDITION.
 GY1344
 GY1344                          STATION RECOVERY (2001)
 GY1344
 GY1344'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1354 ***********************************************************************
 GY1354  DESIGNATION -  638
 GY1354  PID         -  GY1354
 GY1354  STATE/COUNTY-  KY/FLOYD
 GY1354  USGS QUAD   -  HAROLD (1992)
 GY1354
 GY1354                         *CURRENT SURVEY CONTROL
 GY1354  ___________________________________________________________________
 GY1354* NAD 83(1986)-  37 36 44.     (N)    082 43 50.     (W)     SCALED    
 GY1354* NAVD 88     -       194.265  (meters)     637.35   (feet)  ADJUSTED  
 GY1354  ___________________________________________________________________
 GY1354  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GY1354  DYNAMIC HT  -         194.117 (meters)     636.87  (feet)  COMP
 GY1354  MODELED GRAV-     979,863.8   (mgal)                       NAVD 88
 GY1354
 GY1354  VERT ORDER  -  SECOND    CLASS 0
 GY1354
 GY1354.The horizontal coordinates were scaled from a topographic map and have
 GY1354.an estimated accuracy of +/- 6 seconds.
 GY1354
 GY1354.The orthometric height was determined by differential leveling
 GY1354.and adjusted by the National Geodetic Survey in June 1991..
 GY1354
 GY1354.The geoid height was determined by GEOID03.
 GY1354
 GY1354.The dynamic height is computed by dividing the NAVD 88
 GY1354.geopotential number by the normal gravity value computed on the
 GY1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1354.degrees latitude (g = 980.6199 gals.).
 GY1354
 GY1354.The modeled gravity was interpolated from observed gravity values.
 GY1354
 GY1354;                    North         East    Units  Estimated Accuracy
 GY1354;SPC KY1Z     - 1,146,250.    1,766,530.      MT  (+/- 180 meters Scaled)
 GY1354
 GY1354                          SUPERSEDED SURVEY CONTROL
 GY1354
 GY1354  NGVD 29 (??/??/92)  194.460  (m)          637.99   (f) ADJ UNCH    2 0
 GY1354
 GY1354.Superseded values are not recommended for survey control.
 GY1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1354.See file dsdata.txt to determine how the superseded data were derived.
 GY1354
 GY1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB472642(NAD 83)
 GY1354_MARKER: DD = SURVEY DISK
 GY1354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1354_SP_SET: BRIDGE SEAT
 GY1354_STAMPING: KENTUCKY 637.991
 GY1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1354+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2001
 GY1354
 GY1354  HISTORY     - Date     Condition        Report By
 GY1354  HISTORY     - UNK      MONUMENTED       USGS
 GY1354  HISTORY     - 1956     POOR             NGS
 GY1354  HISTORY     - 1980     GOOD             DOD
 GY1354  HISTORY     - 20010613 GOOD             KYDT
 GY1354
 GY1354                          STATION DESCRIPTION
 GY1354
 GY1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1354'AT ALLEN.
 GY1354'AT ALLEN, ALONG THE CHESAPEAKE AND OHIO RAILROAD, AT RAILROAD
 GY1354'BRIDGE NO. 836, 0.15 MILE NORTHWEST OF THE STATION, IN THE TOP
 GY1354'OF THE SOUTHWEST END OF THE SOUTHEAST STONE BRIDGE SEAT, 20.1
 GY1354'FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE BRIDGE, A U.S.G.S.
 GY1354'STANDARD DISK, ABOUT 3 FEET BELOW LEVEL OF TRACK.
 GY1354
 GY1354                          STATION RECOVERY (1980)
 GY1354
 GY1354'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1354'RECOVERED IN GOOD CONDITION.
 GY1354
 GY1354                          STATION RECOVERY (2001)
 GY1354
 GY1354'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0375 ***********************************************************************
 HB0375  DESIGNATION -  64 M USGS
 HB0375  PID         -  HB0375
 HB0375  STATE/COUNTY-  KY/MCCRACKEN
 HB0375  USGS QUAD   -  PADUCAH WEST (1982)
 HB0375
 HB0375                         *CURRENT SURVEY CONTROL
 HB0375  ___________________________________________________________________
 HB0375* NAD 83(1986)-  37 04 58.     (N)    088 44 53.     (W)     SCALED    
 HB0375* NAVD 88     -       109.699  (meters)     359.90   (feet)  ADJUSTED  
 HB0375  ___________________________________________________________________
 HB0375  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 HB0375  DYNAMIC HT  -         109.618 (meters)     359.64  (feet)  COMP
 HB0375  MODELED GRAV-     979,892.2   (mgal)                       NAVD 88
 HB0375
 HB0375  VERT ORDER  -  FIRST     CLASS I
 HB0375
 HB0375.The horizontal coordinates were scaled from a topographic map and have
 HB0375.an estimated accuracy of +/- 6 seconds.
 HB0375
 HB0375.The orthometric height was determined by differential leveling
 HB0375.and adjusted by the National Geodetic Survey in June 1991..
 HB0375
 HB0375.The geoid height was determined by GEOID03.
 HB0375
 HB0375.The dynamic height is computed by dividing the NAVD 88
 HB0375.geopotential number by the normal gravity value computed on the
 HB0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0375.degrees latitude (g = 980.6199 gals.).
 HB0375
 HB0375.The modeled gravity was interpolated from observed gravity values.
 HB0375
 HB0375;                    North         East    Units  Estimated Accuracy
 HB0375;SPC KY1Z     - 1,087,460.    1,233,470.      MT  (+/- 180 meters Scaled)
 HB0375
 HB0375                          SUPERSEDED SURVEY CONTROL
 HB0375
 HB0375  NGVD 29 (??/??/??)  109.673  (m)          359.82   (f) ADJUSTED    1 1
 HB0375
 HB0375.Superseded values are not recommended for survey control.
 HB0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0375.See file dsdata.txt to determine how the superseded data were derived.
 HB0375
 HB0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG446054(NAD 83)
 HB0375_MARKER: DD = SURVEY DISK
 HB0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0375_STAMPING: PT STA NO 64 M 1926 H 20
 HB0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0375+STABILITY: SURFACE MOTION
 HB0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0375+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 HB0375
 HB0375  HISTORY     - Date     Condition        Report By
 HB0375  HISTORY     - 1926     MONUMENTED       USGS
 HB0375  HISTORY     - 1968     GOOD             CGS
 HB0375  HISTORY     - 20050601 GOOD             KYDT
 HB0375
 HB0375                          STATION DESCRIPTION
 HB0375
 HB0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0375'0.3 MI W FROM WEST PADUCAH.
 HB0375'ABOUT 0.3 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0375'THE POST OFFICE AT WEST PADUCAH TO MAXON CROSSING, 109 FEET SOUTH
 HB0375'OF THE SOUTH RAIL OF THE MAIN TRACK, 42 FEET SOUTHEAST OF THE
 HB0375'SOUTHEAST RAIL OF A SIDETRACK, 32 FEET SOUTH OF THE CENTERLINE
 HB0375'OF STATE HIGHWAY 725, 110 FEET SOUTH AND ACROSS THE HIGHWAY FROM
 HB0375'A SIGN WHICH READS MAXON, 72 FEET NORTHWEST OF THE NORTHWEST
 HB0375'CORNER OF A CONCRETE BLOCK HOUSE, 17 1/2 FEET EAST OF A 12-INCH
 HB0375'ELM TREE, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND A
 HB0375'U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE POST
 HB0375'WHICH PROJECTS 6 INCHES.
 HB0375
 HB0375                          STATION RECOVERY (2005)
 HB0375
 HB0375'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0375'MARK IS ABOUT 70 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 1 STORY
 HB0375'WHITE VINYL SIDED HOUSE, 45 FEET EAST OF A 36 INCH OAK TREE, 23 FEET
 HB0375'WEST OF A RAILROAD SIGNAL LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0499 ***********************************************************************
 GD0499  DESIGNATION -  64 WSM
 GD0499  PID         -  GD0499
 GD0499  STATE/COUNTY-  KY/HICKMAN
 GD0499  USGS QUAD   -  OAKTON (1982)
 GD0499
 GD0499                         *CURRENT SURVEY CONTROL
 GD0499  ___________________________________________________________________
 GD0499* NAD 83(1986)-  36 40 12.     (N)    089 07 19.     (W)     SCALED    
 GD0499* NAVD 88     -       110.439  (meters)     362.33   (feet)  ADJUSTED  
 GD0499  ___________________________________________________________________
 GD0499  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GD0499  DYNAMIC HT  -         110.354 (meters)     362.05  (feet)  COMP
 GD0499  MODELED GRAV-     979,861.1   (mgal)                       NAVD 88
 GD0499
 GD0499  VERT ORDER  -  FIRST     CLASS II
 GD0499
 GD0499.The horizontal coordinates were scaled from a topographic map and have
 GD0499.an estimated accuracy of +/- 6 seconds.
 GD0499
 GD0499.The orthometric height was determined by differential leveling
 GD0499.and adjusted by the National Geodetic Survey in June 1991..
 GD0499
 GD0499.The geoid height was determined by GEOID03.
 GD0499
 GD0499.The dynamic height is computed by dividing the NAVD 88
 GD0499.geopotential number by the normal gravity value computed on the
 GD0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0499.degrees latitude (g = 980.6199 gals.).
 GD0499
 GD0499.The modeled gravity was interpolated from observed gravity values.
 GD0499
 GD0499;                    North         East    Units  Estimated Accuracy
 GD0499;SPC KY1Z     - 1,042,810.    1,198,590.      MT  (+/- 180 meters Scaled)
 GD0499
 GD0499                          SUPERSEDED SURVEY CONTROL
 GD0499
 GD0499  NGVD 29 (??/??/??)  110.350  (m)          362.04   (f) ADJUSTED    1 2
 GD0499
 GD0499.Superseded values are not recommended for survey control.
 GD0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0499.See file dsdata.txt to determine how the superseded data were derived.
 GD0499
 GD0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF103603(NAD 83)
 GD0499_MARKER: DD = SURVEY DISK
 GD0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0499_STAMPING: 369 B 64 WSM 1950
 GD0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0499+STABILITY: SURFACE MOTION
 GD0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0499+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 GD0499
 GD0499  HISTORY     - Date     Condition        Report By
 GD0499  HISTORY     - 1950     MONUMENTED       USGS
 GD0499  HISTORY     - 1957     GOOD             CGS
 GD0499  HISTORY     - 20020814 GOOD             USACE
 GD0499
 GD0499                          STATION DESCRIPTION
 GD0499
 GD0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0499'7.8 MI SW FROM COLUMBUS.
 GD0499'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 123 FROM THE SCHOOL
 GD0499'AT COLUMBUS, THENCE ABOUT 6.1 MILES WEST AND SOUTH ALONG CHALK
 GD0499'BLUFF ROAD, THENCE 0.6 MILE SOUTHEAST ALONG GRAVEL ROAD, AT THE
 GD0499'JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST TO HAILWELL AND A
 GD0499'DIRT ROAD LEADING SOUTH, 33 FEET SOUTH OF CENTER LINE OF GRAVEL
 GD0499'ROAD LEADING TO HAILWELL, 142 FEET SOUTHEAST OF CENTER OF ROAD
 GD0499'JUNCTION, 2 FEET WEST OF A POWER LINE POLE, ABOUT 3 FEET BELOW
 GD0499'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0499'4 INCHES.
 GD0499
 GD0499                          STATION RECOVERY (2002)
 GD0499
 GD0499'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0127 ***********************************************************************
 HB0127  DESIGNATION -  642 USGS
 HB0127  PID         -  HB0127
 HB0127  STATE/COUNTY-  KY/CRITTENDEN
 HB0127  USGS QUAD   -  MARION (1954)
 HB0127
 HB0127                         *CURRENT SURVEY CONTROL
 HB0127  ___________________________________________________________________
 HB0127* NAD 83(1986)-  37 17 28.     (N)    088 05 17.     (W)     SCALED    
 HB0127* NAVD 88     -       195.462  (meters)     641.28   (feet)  ADJUSTED  
 HB0127  ___________________________________________________________________
 HB0127  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 HB0127  DYNAMIC HT  -         195.318 (meters)     640.81  (feet)  COMP
 HB0127  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 HB0127
 HB0127  VERT ORDER  -  FIRST     CLASS II
 HB0127
 HB0127.The horizontal coordinates were scaled from a topographic map and have
 HB0127.an estimated accuracy of +/- 6 seconds.
 HB0127
 HB0127.The orthometric height was determined by differential leveling
 HB0127.and adjusted by the National Geodetic Survey in June 1991..
 HB0127
 HB0127.The geoid height was determined by GEOID03.
 HB0127
 HB0127.The dynamic height is computed by dividing the NAVD 88
 HB0127.geopotential number by the normal gravity value computed on the
 HB0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0127.degrees latitude (g = 980.6199 gals.).
 HB0127
 HB0127.The modeled gravity was interpolated from observed gravity values.
 HB0127
 HB0127;                    North         East    Units  Estimated Accuracy
 HB0127;SPC KY1Z     - 1,108,900.    1,292,710.      MT  (+/- 180 meters Scaled)
 HB0127
 HB0127                          SUPERSEDED SURVEY CONTROL
 HB0127
 HB0127  NGVD 29 (??/??/??)  195.532  (m)          641.51   (f) ADJUSTED    1 2
 HB0127
 HB0127.Superseded values are not recommended for survey control.
 HB0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0127.See file dsdata.txt to determine how the superseded data were derived.
 HB0127
 HB0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG035277(NAD 83)
 HB0127_MARKER: DD = SURVEY DISK
 HB0127_SETTING: 66 = SET IN ROCK OUTCROP
 HB0127_SP_SET: ROCK OUTCROP
 HB0127_STAMPING: 642
 HB0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB0127+STABILITY: POSITION/ELEVATION WELL
 HB0127
 HB0127  HISTORY     - Date     Condition        Report By
 HB0127  HISTORY     - UNK      MONUMENTED       USGS
 HB0127  HISTORY     - 1949     GOOD             CGS
 HB0127
 HB0127                          STATION DESCRIPTION
 HB0127
 HB0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0127'1.7 MI N FROM CRAYNE.
 HB0127'1.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0127'STATION AT CRAYNE, ABOUT 3.0 MILES SOUTH OF THE STATION AT MARION,
 HB0127'244 FEET NORTH OF TRESTLE NO. JE 77.4, 86 FEET EAST OF THE EAST
 HB0127'RAIL, 12 FEET WEST OF THE CENTER LINE OF A DIM FARM ROAD, 1.8
 HB0127'FEET SOUTHWEST OF AN 8-INCH OAK TREE, 1 1/2 FEET ABOVE THE TRACK
 HB0127'AND SET IN THE TOP OF A FLAT SANDSTONE ROCK OUTCROP ABOUT 2 1/2
 HB0127'FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1357 ***********************************************************************
 GY1357  DESIGNATION -  653
 GY1357  PID         -  GY1357
 GY1357  STATE/COUNTY-  KY/FLOYD
 GY1357  USGS QUAD   -  HAROLD (1992)
 GY1357
 GY1357                         *CURRENT SURVEY CONTROL
 GY1357  ___________________________________________________________________
 GY1357* NAD 83(1986)-  37 35 24.     (N)    082 39 59.     (W)     SCALED    
 GY1357* NAVD 88     -       198.748  (meters)     652.06   (feet)  ADJUSTED  
 GY1357  ___________________________________________________________________
 GY1357  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GY1357  DYNAMIC HT  -         198.597 (meters)     651.56  (feet)  COMP
 GY1357  MODELED GRAV-     979,868.3   (mgal)                       NAVD 88
 GY1357
 GY1357  VERT ORDER  -  SECOND    CLASS 0
 GY1357
 GY1357.The horizontal coordinates were scaled from a topographic map and have
 GY1357.an estimated accuracy of +/- 6 seconds.
 GY1357
 GY1357.The orthometric height was determined by differential leveling
 GY1357.and adjusted by the National Geodetic Survey in June 1991..
 GY1357
 GY1357.The geoid height was determined by GEOID03.
 GY1357
 GY1357.The dynamic height is computed by dividing the NAVD 88
 GY1357.geopotential number by the normal gravity value computed on the
 GY1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1357.degrees latitude (g = 980.6199 gals.).
 GY1357
 GY1357.The modeled gravity was interpolated from observed gravity values.
 GY1357
 GY1357;                    North         East    Units  Estimated Accuracy
 GY1357;SPC KY1Z     - 1,143,970.    1,772,270.      MT  (+/- 180 meters Scaled)
 GY1357
 GY1357                          SUPERSEDED SURVEY CONTROL
 GY1357
 GY1357  NGVD 29 (??/??/92)  198.947  (m)          652.71   (f) ADJ UNCH    2 0
 GY1357
 GY1357.Superseded values are not recommended for survey control.
 GY1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1357.See file dsdata.txt to determine how the superseded data were derived.
 GY1357
 GY1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB528616(NAD 83)
 GY1357_MARKER: DD = SURVEY DISK
 GY1357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1357_SP_SET: CULVERT
 GY1357_STAMPING: 652.712 KY
 GY1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1357
 GY1357  HISTORY     - Date     Condition        Report By
 GY1357  HISTORY     - UNK      MONUMENTED       USGS
 GY1357  HISTORY     - 1956     POOR             NGS
 GY1357  HISTORY     - 20010613 MARK NOT FOUND   KYDT
 GY1357
 GY1357                          STATION DESCRIPTION
 GY1357
 GY1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1357'4 MI SE FROM ALLEN.
 GY1357'4.0 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 GY1357'THE STATION AT ALLEN, 2.0 MILES NORTH OF THE SIDING OF TRAM,
 GY1357'AT IVEL SIDING, 3 1/2 RAILS NORTH OF THE STATION SIGN, IN THE
 GY1357'TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF CULVERT,
 GY1357'15.5 FEET EAST OF THE EAST RAIL AND ABOUT 2 1/2 FEET BELOW
 GY1357'THE LEVEL OF TRACK.  A STANDARD U.S.G.S. DISK.
 GY1357
 GY1357                          STATION RECOVERY (2001)
 GY1357
 GY1357'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1357'MARK, IF STILL HERE, WOULD BE BURIED 5-6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1634 ***********************************************************************
 GY1634  DESIGNATION -  654
 GY1634  PID         -  GY1634
 GY1634  STATE/COUNTY-  KY/FLOYD
 GY1634  USGS QUAD   -  LANCER (1992)
 GY1634
 GY1634                         *CURRENT SURVEY CONTROL
 GY1634  ___________________________________________________________________
 GY1634* NAD 83(1986)-  37 43 36.     (N)    082 44 28.     (W)     SCALED    
 GY1634* NAVD 88     -       199.093  (meters)     653.19   (feet)  ADJUSTED  
 GY1634  ___________________________________________________________________
 GY1634  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GY1634  DYNAMIC HT  -         198.944 (meters)     652.70  (feet)  COMP
 GY1634  MODELED GRAV-     979,875.6   (mgal)                       NAVD 88
 GY1634
 GY1634  VERT ORDER  -  SECOND    CLASS 0
 GY1634
 GY1634.The horizontal coordinates were scaled from a topographic map and have
 GY1634.an estimated accuracy of +/- 6 seconds.
 GY1634
 GY1634.The orthometric height was determined by differential leveling
 GY1634.and adjusted by the National Geodetic Survey in June 1991..
 GY1634
 GY1634.The geoid height was determined by GEOID03.
 GY1634
 GY1634.The dynamic height is computed by dividing the NAVD 88
 GY1634.geopotential number by the normal gravity value computed on the
 GY1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1634.degrees latitude (g = 980.6199 gals.).
 GY1634
 GY1634.The modeled gravity was interpolated from observed gravity values.
 GY1634
 GY1634;                    North         East    Units  Estimated Accuracy
 GY1634;SPC KY1Z     - 1,158,910.    1,765,190.      MT  (+/- 180 meters Scaled)
 GY1634
 GY1634                          SUPERSEDED SURVEY CONTROL
 GY1634
 GY1634  NGVD 29 (??/??/92)  199.30   (m)          653.9    (f) COMPUTED    2 0
 GY1634
 GY1634.Superseded values are not recommended for survey control.
 GY1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1634.See file dsdata.txt to determine how the superseded data were derived.
 GY1634
 GY1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB465769(NAD 83)
 GY1634_MARKER: DD = SURVEY DISK
 GY1634_SETTING: 66 = SET IN ROCK OUTCROP
 GY1634_SP_SET: ROCK OUTCROP
 GY1634_STAMPING: KY 653.864
 GY1634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1634+STABILITY: POSITION/ELEVATION WELL
 GY1634
 GY1634  HISTORY     - Date     Condition        Report By
 GY1634  HISTORY     - UNK      MONUMENTED       CGS
 GY1634  HISTORY     - 1956     POOR             NGS
 GY1634  HISTORY     - 20030813 POOR             KYDT
 GY1634
 GY1634                          STATION DESCRIPTION
 GY1634
 GY1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1634'1.8 MI SE FROM AUXIER.
 GY1634'0.9 MILE SOUTH ALONG A GRAVEL ROAD FROM THE C. AND O. RAILROAD
 GY1634'STATION AT AUXIER, THENCE ABOUT 0.7 MILE EAST ALONG A GRAVEL
 GY1634'ROAD TO SHORE OF DEWEY LAKE, THENCE ALONG PATH NORTHEAST 0.2
 GY1634'MILE, AT TURN IN SHORE LINE WITH TANGENTS NORTHEAST AND NORTH,
 GY1634'THIS IS APPROXIMATE MOUTH OF CLARKS BRANCH INTO LAKE, SET IN THE
 GY1634'TOP OF A SANDSTONE OUTCROP ABOUT FLUSH WITH GROUND, 93 FEET
 GY1634'SOUTHEAST OF AN ABANDONED CONCRETE CAVE, 12 FEET NORTHWEST OF
 GY1634'WATERS EDGE AND ABOUT 4 FEET ABOVE LEVEL OF LAKE.  NOTE-- THIS
 GY1634'LAST DISTANCE WILL CHANGE AS LAKE RISES OR FALLS.
 GY1634
 GY1634                          STATION RECOVERY (2003)
 GY1634
 GY1634'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GY1634'MARK IS JUST EAST ALONG SHORELINE FROM TERRY BOAT RAMP, MUTILATED BUT
 GY1634'SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1582 ***********************************************************************
 GY1582  DESIGNATION -  655
 GY1582  PID         -  GY1582
 GY1582  STATE/COUNTY-  KY/PIKE
 GY1582  USGS QUAD   -  THOMAS (1992)
 GY1582
 GY1582                         *CURRENT SURVEY CONTROL
 GY1582  ___________________________________________________________________
 GY1582* NAD 83(1986)-  37 40 50.     (N)    082 35 21.     (W)     SCALED    
 GY1582* NAVD 88     -       199.293  (meters)     653.85   (feet)  ADJUSTED  
 GY1582  ___________________________________________________________________
 GY1582  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GY1582  DYNAMIC HT  -         199.145 (meters)     653.36  (feet)  COMP
 GY1582  MODELED GRAV-     979,883.1   (mgal)                       NAVD 88
 GY1582
 GY1582  VERT ORDER  -  SECOND    CLASS 0
 GY1582
 GY1582.The horizontal coordinates were scaled from a topographic map and have
 GY1582.an estimated accuracy of +/- 6 seconds.
 GY1582
 GY1582.The orthometric height was determined by differential leveling
 GY1582.and adjusted by the National Geodetic Survey in June 1991..
 GY1582
 GY1582.The geoid height was determined by GEOID03.
 GY1582
 GY1582.The dynamic height is computed by dividing the NAVD 88
 GY1582.geopotential number by the normal gravity value computed on the
 GY1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1582.degrees latitude (g = 980.6199 gals.).
 GY1582
 GY1582.The modeled gravity was interpolated from observed gravity values.
 GY1582
 GY1582;                    North         East    Units  Estimated Accuracy
 GY1582;SPC KY1Z     - 1,154,240.    1,778,750.      MT  (+/- 180 meters Scaled)
 GY1582
 GY1582                          SUPERSEDED SURVEY CONTROL
 GY1582
 GY1582  NGVD 29 (??/??/92)  199.501  (m)          654.53   (f) ADJ UNCH    2 0
 GY1582
 GY1582.Superseded values are not recommended for survey control.
 GY1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1582.See file dsdata.txt to determine how the superseded data were derived.
 GY1582
 GY1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB598715(NAD 83)
 GY1582_MARKER: DD = SURVEY DISK
 GY1582_SETTING: 66 = SET IN ROCK OUTCROP
 GY1582_SP_SET: ROCK LEDGE
 GY1582_STAMPING: K Y 654.530
 GY1582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1582+STABILITY: POSITION/ELEVATION WELL
 GY1582
 GY1582  HISTORY     - Date     Condition        Report By
 GY1582  HISTORY     - UNK      MONUMENTED       USGS
 GY1582  HISTORY     - 1956     GOOD             NGS
 GY1582  HISTORY     - 20010612 MARK NOT FOUND   KYDT
 GY1582
 GY1582                          STATION DESCRIPTION
 GY1582
 GY1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1582'AT THOMAS.
 GY1582'AT THOMAS, AT THE JUNCTION OF JOHNS CREEK ROAD AND BRUSHY FORK
 GY1582'ROAD, AT A BRIDGE OVER BRUSHY FORK, AND THE PIKE - FLOYD COUNTY
 GY1582'LINE, 111 FEET SOUTHEAST AND ACROSS BRUSHY FORK FROM THE CENTER
 GY1582'OF JUNCTION, 96 FEET EAST OF THE CENTER OF NORTH ABUTMENT OF
 GY1582'BRIDGE, 89 FEET EAST OF THE EAST END OF THE NORTH ABUTMENT OF
 GY1582'BRIDGE, 79 FEET SOUTH AND ACROSS CREEK FROM THE CENTER OF BRUSHY
 GY1582'FORK ROAD, SET IN THE TOP OF A ROCK LEDGE THAT FORMS THE SOUTH
 GY1582'BANK OF BRUSHY FORK, 1 FOOT EAST OF THE BASE OF A TRIANGULAR
 GY1582'BLAZED 24-INCH BUCKEYE TREE, AND ABOUT 4 FEET BELOW THE LEVEL
 GY1582'OF BRIDGE FLOOR.
 GY1582
 GY1582                          STATION RECOVERY (2001)
 GY1582
 GY1582'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1609 ***********************************************************************
 GY1609  DESIGNATION -  655
 GY1609  PID         -  GY1609
 GY1609  STATE/COUNTY-  KY/MARTIN
 GY1609  USGS QUAD   -  THOMAS (1992)
 GY1609
 GY1609                         *CURRENT SURVEY CONTROL
 GY1609  ___________________________________________________________________
 GY1609* NAD 83(1986)-  37 44 24.     (N)    082 30 12.     (W)     SCALED    
 GY1609* NAVD 88     -       199.394  (meters)     654.18   (feet)  ADJUSTED  
 GY1609  ___________________________________________________________________
 GY1609  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GY1609  DYNAMIC HT  -         199.248 (meters)     653.70  (feet)  COMP
 GY1609  MODELED GRAV-     979,892.7   (mgal)                       NAVD 88
 GY1609
 GY1609  VERT ORDER  -  SECOND    CLASS 0
 GY1609
 GY1609.The horizontal coordinates were scaled from a topographic map and have
 GY1609.an estimated accuracy of +/- 6 seconds.
 GY1609
 GY1609.The orthometric height was determined by differential leveling
 GY1609.and adjusted by the National Geodetic Survey in June 1991..
 GY1609
 GY1609.The geoid height was determined by GEOID03.
 GY1609
 GY1609.The dynamic height is computed by dividing the NAVD 88
 GY1609.geopotential number by the normal gravity value computed on the
 GY1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1609.degrees latitude (g = 980.6199 gals.).
 GY1609
 GY1609.The modeled gravity was interpolated from observed gravity values.
 GY1609
 GY1609;                    North         East    Units  Estimated Accuracy
 GY1609;SPC KY1Z     - 1,161,090.    1,786,080.      MT  (+/- 180 meters Scaled)
 GY1609
 GY1609                          SUPERSEDED SURVEY CONTROL
 GY1609
 GY1609  NGVD 29 (??/??/92)  199.61   (m)          654.9    (f) COMPUTED    2 0
 GY1609
 GY1609.Superseded values are not recommended for survey control.
 GY1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1609.See file dsdata.txt to determine how the superseded data were derived.
 GY1609
 GY1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB675780(NAD 83)
 GY1609_MARKER: DD = SURVEY DISK
 GY1609_SETTING: 66 = SET IN ROCK OUTCROP
 GY1609_SP_SET: ROCK OUTCROP
 GY1609_STAMPING: 655 KY
 GY1609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1609+STABILITY: POSITION/ELEVATION WELL
 GY1609
 GY1609  HISTORY     - Date     Condition        Report By
 GY1609  HISTORY     - UNK      MONUMENTED       USGS
 GY1609  HISTORY     - 1952     GOOD             NGS
 GY1609  HISTORY     - 1952     MARK NOT FOUND   NGS
 GY1609
 GY1609                          STATION DESCRIPTION
 GY1609
 GY1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY1609'3.6 MI SW FROM MC CLURE.
 GY1609'ABOUT 3.6 MILES SOUTHWEST ALONG A ROAD FOLLOWING WOLF CREEK
 GY1609'FROM THE SCHOOL AT MC CLURE, AT MOUTH OF MEATHOUSE SCHOOL AND
 GY1609'JUNCTION OF A ROAD SOUTHEAST ALONG MEATHOUSE CREEK, IN THE TOP
 GY1609'OF A ROCK OUTCROP ABOUT 15 BY 6 FEET, 49 FEET NORTHEAST OF CENTER
 GY1609'LINE OF ROAD, 114 FEET NORTH-NORTHEAST AND ACROSS ROAD FROM
 GY1609'NORTHWEST CORNER OF SCHOOL BUILDING, 58 FEET NORTHEAST OF CENTER
 GY1609'OF JUNCTION, 17 FEET SOUTHEAST OF CENTER OF A FARM GATE, 1 FOOT
 GY1609'NORTHEAST OF A FENCE LINE AND ABOUT 3 1/2 FEET ABOVE LEVEL OF
 GY1609'ROAD.
 GY1609
 GY1609                          STATION RECOVERY (1952)
 GY1609
 GY1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GY1609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0828 ***********************************************************************
 HY0828  DESIGNATION -  66 NY
 HY0828  PID         -  HY0828
 HY0828  STATE/COUNTY-  KY/BOYD
 HY0828  USGS QUAD   -  ASHLAND (1985)
 HY0828
 HY0828                         *CURRENT SURVEY CONTROL
 HY0828  ___________________________________________________________________
 HY0828* NAD 83(1986)-  38 29 47.     (N)    082 40 24.     (W)     SCALED    
 HY0828* NAVD 88     -       171.861  (meters)     563.85   (feet)  ADJUSTED  
 HY0828  ___________________________________________________________________
 HY0828  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HY0828  DYNAMIC HT  -         171.748 (meters)     563.48  (feet)  COMP
 HY0828  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 HY0828
 HY0828  VERT ORDER  -  FIRST     CLASS II
 HY0828
 HY0828.The horizontal coordinates were scaled from a topographic map and have
 HY0828.an estimated accuracy of +/- 6 seconds.
 HY0828
 HY0828.The orthometric height was determined by differential leveling
 HY0828.and adjusted by the National Geodetic Survey in June 1991..
 HY0828
 HY0828.The geoid height was determined by GEOID03.
 HY0828
 HY0828.The dynamic height is computed by dividing the NAVD 88
 HY0828.geopotential number by the normal gravity value computed on the
 HY0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0828.degrees latitude (g = 980.6199 gals.).
 HY0828
 HY0828.The modeled gravity was interpolated from observed gravity values.
 HY0828
 HY0828;                    North         East    Units  Estimated Accuracy
 HY0828;SPC KY1Z     - 1,244,490.    1,768,340.      MT  (+/- 180 meters Scaled)
 HY0828
 HY0828                          SUPERSEDED SURVEY CONTROL
 HY0828
 HY0828  NGVD 29 (??/??/92)  172.055  (m)          564.48   (f) ADJ UNCH    1 2
 HY0828
 HY0828.Superseded values are not recommended for survey control.
 HY0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0828.See file dsdata.txt to determine how the superseded data were derived.
 HY0828
 HY0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC540622(NAD 83)
 HY0828_MARKER: DD = SURVEY DISK
 HY0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0828_STAMPING: 66 NY 1952
 HY0828_MARK LOGO: USGS  
 HY0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0828+STABILITY: SURFACE MOTION
 HY0828
 HY0828  HISTORY     - Date     Condition        Report By
 HY0828  HISTORY     - 1952     MONUMENTED       USGS
 HY0828  HISTORY     - 1956     GOOD             CGS
 HY0828  HISTORY     - 1965     GOOD             CGS
 HY0828  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0828
 HY0828                          STATION DESCRIPTION
 HY0828
 HY0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0828'2 MI NW FROM ASHLAND.
 HY0828'ABOUT 1.85 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0828'FROM THE STATION AT ASHLAND, THENCE ABOUT 0.1 MILE SOUTH ALONG
 HY0828'A BLACK TOP ROAD, THENCE ABOUT 0.1 MILE WEST ALONG U.S. HIGHWAY
 HY0828'23, ABOUT 0.2 MILE SOUTHEAST OF THE BOYD-GREENUP COUNTY LINE,
 HY0828'AT JUNCTION OF HIGHWAY 23 AND STATE HIGHWAY 5, 35 FEET SOUTHWEST
 HY0828'OF CENTER LINE OF HIGHWAY 23, 34 FEET NORTHWEST OF CENTER LINE
 HY0828'OF HIGHWAY 5, 2.9 FEET WEST OF A POWER POLE, 6 FEET SOUTHWEST
 HY0828'OF SOUTHWEST END OF RIGHT ANGLE SHAPED CONCRETE HEAD WALL FOR
 HY0828'A 15-INCH PIPE CULVERT, ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY 23
 HY0828'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 HY0828
 HY0828                          STATION RECOVERY (1965)
 HY0828
 HY0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HY0828'RECOVERED IN GOOD CONDITION.
 HY0828
 HY0828                          STATION RECOVERY (1984)
 HY0828
 HY0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0828'NOT RECOVERED, THE JUNCTION HAS CHANGED, DESCRIPTION IS NOW
 HY0828'INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0097 ***********************************************************************
 HA0097  DESIGNATION -  669.6
 HA0097  PID         -  HA0097
 HA0097  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0097  USGS QUAD   -  MC DANIELS (1979)
 HA0097
 HA0097                         *CURRENT SURVEY CONTROL
 HA0097  ___________________________________________________________________
 HA0097* NAD 83(1986)-  37 36 24.     (N)    086 25 32.     (W)     SCALED    
 HA0097* NAVD 88     -       203.886  (meters)     668.92   (feet)  ADJUSTED  
 HA0097  ___________________________________________________________________
 HA0097  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 HA0097  DYNAMIC HT  -         203.738 (meters)     668.43  (feet)  COMP
 HA0097  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 HA0097
 HA0097  VERT ORDER  -  SECOND    CLASS 0
 HA0097
 HA0097.The horizontal coordinates were scaled from a topographic map and have
 HA0097.an estimated accuracy of +/- 6 seconds.
 HA0097
 HA0097.The orthometric height was determined by differential leveling
 HA0097.and adjusted by the National Geodetic Survey in June 1991..
 HA0097
 HA0097.The geoid height was determined by GEOID03.
 HA0097
 HA0097.The dynamic height is computed by dividing the NAVD 88
 HA0097.geopotential number by the normal gravity value computed on the
 HA0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0097.degrees latitude (g = 980.6199 gals.).
 HA0097
 HA0097.The modeled gravity was interpolated from observed gravity values.
 HA0097
 HA0097;                    North         East    Units  Estimated Accuracy
 HA0097;SPC KY1Z     - 1,141,530.    1,440,350.      MT  (+/- 180 meters Scaled)
 HA0097
 HA0097                          SUPERSEDED SURVEY CONTROL
 HA0097
 HA0097  NGVD 29 (??/??/92)  204.028  (m)          669.38   (f) ADJ UNCH    2 0
 HA0097
 HA0097.Superseded values are not recommended for survey control.
 HA0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0097.See file dsdata.txt to determine how the superseded data were derived.
 HA0097
 HA0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG507623(NAD 83)
 HA0097_MARKER: Q = CHISELED SQUARE
 HA0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0097_SP_SET: GAS PUMP
 HA0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0097
 HA0097  HISTORY     - Date     Condition        Report By
 HA0097  HISTORY     - UNK      MONUMENTED       USGS
 HA0097  HISTORY     - 1935     GOOD             NGS
 HA0097
 HA0097                          STATION DESCRIPTION
 HA0097
 HA0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0097'AT MC DANIELS.
 HA0097'AT MC DANIELS, BRECKINRIDGE COUNTY, ON STATE HIGHWAY 65, 67
 HA0097'YARDS WEST OF THE WEST CORNER OF THE POST OFFICE, 42.6 FEET
 HA0097'SOUTH OF THE CENTERLINE OF A ROAD, 21.3 FEET SOUTHWEST OF THE
 HA0097'CENTERLINE OF THE HIGHWAY, 18.5 FEET NORTH OF THE EAST CORNER
 HA0097'OF THE M.M. JARBOES GARAGE, AND ON THE TOP OF THE BASE OF AN
 HA0097'ABANDONED GAS PUMP.  AN OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2823 ***********************************************************************
 GY2823  DESIGNATION -  670
 GY2823  PID         -  GY2823
 GY2823  STATE/COUNTY-  KY/POWELL
 GY2823  USGS QUAD   -  STANTON (1966)
 GY2823
 GY2823                         *CURRENT SURVEY CONTROL
 GY2823  ___________________________________________________________________
 GY2823* NAD 83(1986)-  37 49 24.     (N)    083 45 09.     (W)     SCALED    
 GY2823* NAVD 88     -       204.138  (meters)     669.74   (feet)  ADJUSTED  
 GY2823  ___________________________________________________________________
 GY2823  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GY2823  DYNAMIC HT  -         203.989 (meters)     669.25  (feet)  COMP
 GY2823  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 GY2823
 GY2823  VERT ORDER  -  FIRST     CLASS II
 GY2823
 GY2823.The horizontal coordinates were scaled from a topographic map and have
 GY2823.an estimated accuracy of +/- 6 seconds.
 GY2823
 GY2823.The orthometric height was determined by differential leveling
 GY2823.and adjusted by the National Geodetic Survey in June 1991..
 GY2823
 GY2823.The geoid height was determined by GEOID03.
 GY2823
 GY2823.The dynamic height is computed by dividing the NAVD 88
 GY2823.geopotential number by the normal gravity value computed on the
 GY2823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2823.degrees latitude (g = 980.6199 gals.).
 GY2823
 GY2823.The modeled gravity was interpolated from observed gravity values.
 GY2823
 GY2823;                    North         East    Units  Estimated Accuracy
 GY2823;SPC KY1Z     - 1,167,250.    1,675,840.      MT  (+/- 180 meters Scaled)
 GY2823
 GY2823                          SUPERSEDED SURVEY CONTROL
 GY2823
 GY2823  NGVD 29 (??/??/92)  204.298  (m)          670.27   (f) ADJ UNCH    1 2
 GY2823
 GY2823.Superseded values are not recommended for survey control.
 GY2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2823.See file dsdata.txt to determine how the superseded data were derived.
 GY2823
 GY2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB577897(NAD 83)
 GY2823_MARKER: DD = SURVEY DISK
 GY2823_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2823_SP_SET: BRIDGE
 GY2823_STAMPING: 670 JWM 16 1950 670.268
 GY2823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2823
 GY2823  HISTORY     - Date     Condition        Report By
 GY2823  HISTORY     - 1950     MONUMENTED       USGS
 GY2823  HISTORY     - 1950     GOOD             NGS
 GY2823  HISTORY     - 1958     GOOD             NGS
 GY2823
 GY2823                          STATION DESCRIPTION
 GY2823
 GY2823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2823'1.8 MI SE FROM BOWEN.
 GY2823'ABOUT 1.85 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE POST
 GY2823'OFFICE AT BOWEN, ABOUT 80 YARDS EAST OF THE JUNCTION OF A GRAVEL
 GY2823'ROAD LEADING SOUTH, SET IN THE TOP OF THE SOUTH END OF THE WEST
 GY2823'CONCRETE ABUTMENT OF A 30-FOOT CONCRETE BRIDGE OVER SOUTH FORK
 GY2823'OF RED RIVER, 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 GY2823'0.8 FOOT SOUTH OF THE CONCRETE BANISTER AND ABOUT LEVEL WITH THE
 GY2823'BRIDGE FLOOR.
 GY2823
 GY2823                          STATION RECOVERY (1958)
 GY2823
 GY2823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0353 ***********************************************************************
 HA0353  DESIGNATION -  676.6
 HA0353  PID         -  HA0353
 HA0353  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0353  USGS QUAD   -  GLEN DEAN (1993)
 HA0353
 HA0353                         *CURRENT SURVEY CONTROL
 HA0353  ___________________________________________________________________
 HA0353* NAD 83(1986)-  37 42 26.     (N)    086 31 04.     (W)     SCALED    
 HA0353* NAVD 88     -       206.065  (meters)     676.06   (feet)  POSTED    
 HA0353  ___________________________________________________________________
 HA0353  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HA0353  DYNAMIC HT  -         205.920 (meters)     675.59  (feet)  COMP
 HA0353  MODELED GRAV-     979,904.1   (mgal)                       NAVD 88
 HA0353
 HA0353  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 HA0353
 HA0353.The horizontal coordinates were scaled from a topographic map and have
 HA0353.an estimated accuracy of +/- 6 seconds.
 HA0353
 HA0353.The orthometric height was determined by differential leveling
 HA0353.and adjusted by the National Geodetic Survey in 1992..
 HA0353.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 HA0353.rate greater than 8.0 mm/km.
 HA0353
 HA0353.The geoid height was determined by GEOID03.
 HA0353
 HA0353.The dynamic height is computed by dividing the NAVD 88
 HA0353.geopotential number by the normal gravity value computed on the
 HA0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0353.degrees latitude (g = 980.6199 gals.).
 HA0353
 HA0353.The modeled gravity was interpolated from observed gravity values.
 HA0353
 HA0353;                    North         East    Units  Estimated Accuracy
 HA0353;SPC KY1Z     - 1,152,760.    1,432,300.      MT  (+/- 180 meters Scaled)
 HA0353
 HA0353                          SUPERSEDED SURVEY CONTROL
 HA0353
 HA0353  NGVD 29 (??/??/92)  206.199  (m)          676.50   (f) ADJ UNCH    2 0
 HA0353
 HA0353.Superseded values are not recommended for survey control.
 HA0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0353.See file dsdata.txt to determine how the superseded data were derived.
 HA0353
 HA0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG425734(NAD 83)
 HA0353_MARKER: Q = CHISELED SQUARE
 HA0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0353_SP_SET: SIDEWALK
 HA0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0353
 HA0353  HISTORY     - Date     Condition        Report By
 HA0353  HISTORY     - UNK      MONUMENTED       USGS
 HA0353  HISTORY     - 1935     GOOD             NGS
 HA0353
 HA0353                          STATION DESCRIPTION
 HA0353
 HA0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0353'AT MC QUADY.
 HA0353'AT MC QUADY, BRECKINRIDGE COUNTY, ON THE ABANDONED LOUISVILLE AND
 HA0353'NASHVILLE RAILROAD, 57 FEET NORTHWEST OF THE NORTHWEST CORNER
 HA0353'OF THE DYER AND DAVIS STORE IN 1935, 52 FEET SOUTH OF THE CENTER
 HA0353'OF A ROAD CROSSING, 23 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HA0353'ROAD, ON THE TOP OF A SIDEWALK, AND ABOUT 2 FEET LOWER THAN THE
 HA0353'ROADBED.  A 3-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2813 ***********************************************************************
 GY2813  DESIGNATION -  677
 GY2813  PID         -  GY2813
 GY2813  STATE/COUNTY-  KY/POWELL
 GY2813  USGS QUAD   -  STANTON (1966)
 GY2813
 GY2813                         *CURRENT SURVEY CONTROL
 GY2813  ___________________________________________________________________
 GY2813* NAD 83(1986)-  37 50 44.     (N)    083 51 35.     (W)     SCALED    
 GY2813* NAVD 88     -       206.325  (meters)     676.92   (feet)  ADJUSTED  
 GY2813  ___________________________________________________________________
 GY2813  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GY2813  DYNAMIC HT  -         206.173 (meters)     676.42  (feet)  COMP
 GY2813  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 GY2813
 GY2813  VERT ORDER  -  FIRST     CLASS II
 GY2813
 GY2813.The horizontal coordinates were scaled from a topographic map and have
 GY2813.an estimated accuracy of +/- 6 seconds.
 GY2813
 GY2813.The orthometric height was determined by differential leveling
 GY2813.and adjusted by the National Geodetic Survey in June 1991..
 GY2813
 GY2813.The geoid height was determined by GEOID03.
 GY2813
 GY2813.The dynamic height is computed by dividing the NAVD 88
 GY2813.geopotential number by the normal gravity value computed on the
 GY2813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2813.degrees latitude (g = 980.6199 gals.).
 GY2813
 GY2813.The modeled gravity was interpolated from observed gravity values.
 GY2813
 GY2813;                    North         East    Units  Estimated Accuracy
 GY2813;SPC KY1Z     - 1,169,520.    1,666,350.      MT  (+/- 180 meters Scaled)
 GY2813
 GY2813                          SUPERSEDED SURVEY CONTROL
 GY2813
 GY2813  NGVD 29 (??/??/92)  206.482  (m)          677.43   (f) ADJ UNCH    1 2
 GY2813
 GY2813.Superseded values are not recommended for survey control.
 GY2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2813.See file dsdata.txt to determine how the superseded data were derived.
 GY2813
 GY2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB483925(NAD 83)
 GY2813_MARKER: DD = SURVEY DISK
 GY2813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2813_SP_SET: STEP
 GY2813_STAMPING: 677 W 7 1950 677.433
 GY2813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2813
 GY2813  HISTORY     - Date     Condition        Report By
 GY2813  HISTORY     - 1950     MONUMENTED       USGS
 GY2813  HISTORY     - 1950     GOOD             NGS
 GY2813  HISTORY     - 1958     GOOD             NGS
 GY2813
 GY2813                          STATION DESCRIPTION
 GY2813
 GY2813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2813'AT STANTON.
 GY2813'AT STANTON, ALONG STATE HIGHWAY 15, ABOUT 110 YARDS WEST OF THE
 GY2813'JUNCTION OF STATE HIGHWAY 213 LEADING NORTH, 40 FEET SOUTH OF THE
 GY2813'CENTER LINE OF THE HIGHWAY, 33 1/2 FEET EAST OF THE CENTER LINE OF
 GY2813'A BLACK TOP STREET LEADING SOUTH, SET IN THE TOP OF THE WEST END
 GY2813'OF THE CONCRETE STEPS OF A BUILDING HOUSING A BARBER SHOP, GROCERY
 GY2813'STORE AND GREYHOUND BUS STATION, 0.5 FOOT NORTHEAST OF THE
 GY2813'NORTHWEST CORNER OF THE BUILDING.  NOTE-- THE ROAD LEADING SOUTH
 GY2813'IS STATE HIGHWAY 213.
 GY2813
 GY2813                          STATION RECOVERY (1958)
 GY2813
 GY2813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1605 ***********************************************************************
 GY1605  DESIGNATION -  677
 GY1605  PID         -  GY1605
 GY1605  STATE/COUNTY-  KY/PIKE
 GY1605  USGS QUAD   -  THOMAS (1992)
 GY1605
 GY1605                         *CURRENT SURVEY CONTROL
 GY1605  ___________________________________________________________________
 GY1605* NAD 83(1986)-  37 39 15.     (N)    082 34 35.     (W)     SCALED    
 GY1605* NAVD 88     -       206.113  (meters)     676.22   (feet)  ADJUSTED  
 GY1605  ___________________________________________________________________
 GY1605  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GY1605  DYNAMIC HT  -         205.960 (meters)     675.72  (feet)  COMP
 GY1605  MODELED GRAV-     979,882.5   (mgal)                       NAVD 88
 GY1605
 GY1605  VERT ORDER  -  SECOND    CLASS 0
 GY1605
 GY1605.The horizontal coordinates were scaled from a topographic map and have
 GY1605.an estimated accuracy of +/- 6 seconds.
 GY1605
 GY1605.The orthometric height was determined by differential leveling
 GY1605.and adjusted by the National Geodetic Survey in June 1991..
 GY1605
 GY1605.The geoid height was determined by GEOID03.
 GY1605
 GY1605.The dynamic height is computed by dividing the NAVD 88
 GY1605.geopotential number by the normal gravity value computed on the
 GY1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1605.degrees latitude (g = 980.6199 gals.).
 GY1605
 GY1605.The modeled gravity was interpolated from observed gravity values.
 GY1605
 GY1605;                    North         East    Units  Estimated Accuracy
 GY1605;SPC KY1Z     - 1,151,350.    1,779,970.      MT  (+/- 180 meters Scaled)
 GY1605
 GY1605                          SUPERSEDED SURVEY CONTROL
 GY1605
 GY1605  NGVD 29 (??/??/92)  206.320  (m)          676.90   (f) ADJ UNCH    2 0
 GY1605
 GY1605.Superseded values are not recommended for survey control.
 GY1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1605.See file dsdata.txt to determine how the superseded data were derived.
 GY1605
 GY1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB609686(NAD 83)
 GY1605_MARKER: DD = SURVEY DISK
 GY1605_SETTING: 66 = SET IN ROCK OUTCROP
 GY1605_SP_SET: ROCK OUTCROP
 GY1605_STAMPING: KY 676.902
 GY1605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1605+STABILITY: POSITION/ELEVATION WELL
 GY1605
 GY1605  HISTORY     - Date     Condition        Report By
 GY1605  HISTORY     - UNK      MONUMENTED       USGS
 GY1605  HISTORY     - 1956     POOR             NGS
 GY1605  HISTORY     - 20010612 MARK NOT FOUND   KYDT
 GY1605
 GY1605                          STATION DESCRIPTION
 GY1605
 GY1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1605'3.3 MI NW FROM GULNARE.
 GY1605'3.3 MILES NORTHWEST ALONG DIRT ROAD FROM THE POST OFFICE AND ROAD
 GY1605'JUNCTION AT GULNARE, 0.5 MILE SOUTHEAST OF MC COMBS POST OFFICE,
 GY1605'0.75 MILE SOUTHEAST OF BANYON SCHOOL, 115 YARDS EAST OF A SMALL
 GY1605'WOODEN BRIDGE OVER SPEARS BRANCH, 17 FEET SOUTH OF CENTER OF
 GY1605'ROAD, IN THE TOP OF A 5 BY 5 FOOT OUTCROP, 2 FEET NORTHEAST OF THE
 GY1605'SOUTHWEST CORNER OF OUTCROP, ABOUT 1.0 FOOT ABOVE LEVEL OF ROAD.
 GY1605
 GY1605                          STATION RECOVERY (2001)
 GY1605
 GY1605'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0811 ***********************************************************************
 GY0811  DESIGNATION -  679
 GY0811  PID         -  GY0811
 GY0811  STATE/COUNTY-  KY/PIKE
 GY0811  USGS QUAD   -  PIKEVILLE (1992)
 GY0811
 GY0811                         *CURRENT SURVEY CONTROL
 GY0811  ___________________________________________________________________
 GY0811* NAD 83(1986)-  37 27 49.     (N)    082 31 30.     (W)     SCALED    
 GY0811* NAVD 88     -       206.838  (meters)     678.60   (feet)  ADJUSTED  
 GY0811  ___________________________________________________________________
 GY0811  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GY0811  DYNAMIC HT  -         206.680 (meters)     678.08  (feet)  COMP
 GY0811  MODELED GRAV-     979,861.8   (mgal)                       NAVD 88
 GY0811
 GY0811  VERT ORDER  -  SECOND    CLASS 0
 GY0811
 GY0811.The horizontal coordinates were scaled from a topographic map and have
 GY0811.an estimated accuracy of +/- 6 seconds.
 GY0811
 GY0811.The orthometric height was determined by differential leveling
 GY0811.and adjusted by the National Geodetic Survey in June 1991..
 GY0811
 GY0811.The geoid height was determined by GEOID03.
 GY0811
 GY0811.The dynamic height is computed by dividing the NAVD 88
 GY0811.geopotential number by the normal gravity value computed on the
 GY0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0811.degrees latitude (g = 980.6199 gals.).
 GY0811
 GY0811.The modeled gravity was interpolated from observed gravity values.
 GY0811
 GY0811;                    North         East    Units  Estimated Accuracy
 GY0811;SPC KY1Z     - 1,130,370.    1,785,230.      MT  (+/- 180 meters Scaled)
 GY0811
 GY0811                          SUPERSEDED SURVEY CONTROL
 GY0811
 GY0811  NGVD 29 (??/??/92)  207.037  (m)          679.25   (f) ADJ UNCH    2 0
 GY0811
 GY0811.Superseded values are not recommended for survey control.
 GY0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0811.See file dsdata.txt to determine how the superseded data were derived.
 GY0811
 GY0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB651473(NAD 83)
 GY0811_MARKER: DD = SURVEY DISK
 GY0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0811_SP_SET: BRIDGE
 GY0811_STAMPING: KY 679.254
 GY0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0811
 GY0811  HISTORY     - Date     Condition        Report By
 GY0811  HISTORY     - UNK      MONUMENTED       USGS
 GY0811  HISTORY     - 1956     POOR             NGS
 GY0811
 GY0811                          STATION DESCRIPTION
 GY0811
 GY0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0811'2.2 MI S FROM PIKEVILLE.
 GY0811'2.2 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY0811'STATION AT PIKEVILLE, 230 YARDS WEST OF MILE POST 107, 110 YARDS
 GY0811'WEST OF THE STATION SIGN AT TITAN SIDING, IN THE TOP OF THE NORTH
 GY0811'END OF THE EAST SEAT OF BRIDGE NO. 106.9 OVER ISLAND CREEK,
 GY0811'13.3 FEET NORTH OF THE NORTH RAIL, 1.5 FEET EAST OF THE WEST EDGE
 GY0811'OF BRIDGE SEAT, AND 6 1/2 FEET BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1788 ***********************************************************************
 HY1788  DESIGNATION -  681.1
 HY1788  PID         -  HY1788
 HY1788  STATE/COUNTY-  KY/NICHOLAS
 HY1788  USGS QUAD   -  MOOREFIELD (1978)
 HY1788
 HY1788                         *CURRENT SURVEY CONTROL
 HY1788  ___________________________________________________________________
 HY1788* NAD 83(1986)-  38 20 30.     (N)    083 57 48.     (W)     SCALED    
 HY1788* NAVD 88     -       207.29   (+/-2cm)     680.1    (feet)  VERTCON   
 HY1788  ___________________________________________________________________
 HY1788  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HY1788
 HY1788  VERT ORDER  -  ? (See Below)
 HY1788
 HY1788.The horizontal coordinates were scaled from a topographic map and have
 HY1788.an estimated accuracy of +/- 6 seconds.
 HY1788
 HY1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY1788.The vertical order pertains to the NGVD 29 superseded value.
 HY1788
 HY1788.The geoid height was determined by GEOID03.
 HY1788
 HY1788;                    North         East    Units  Estimated Accuracy
 HY1788;SPC KY1Z     - 1,224,390.    1,656,180.      MT  (+/- 180 meters Scaled)
 HY1788
 HY1788                          SUPERSEDED SURVEY CONTROL
 HY1788
 HY1788  NGVD 29 (??/??/92)  207.481  (m)          680.71   (f) ADJ UNCH    ?  
 HY1788
 HY1788.Superseded values are not recommended for survey control.
 HY1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1788.See file dsdata.txt to determine how the superseded data were derived.
 HY1788
 HY1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC410478(NAD 83)
 HY1788_MARKER: Z = SEE DESCRIPTION
 HY1788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1788_SP_SET: ABUTMENT
 HY1788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1788
 HY1788  HISTORY     - Date     Condition        Report By
 HY1788  HISTORY     - UNK      MONUMENTED       USGS
 HY1788  HISTORY     - 1955     GOOD             NGS
 HY1788
 HY1788                          STATION DESCRIPTION
 HY1788
 HY1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1788'0.8 MI SW FROM MYERS.
 HY1788'0.85 MILE SOUTHWEST ALONG STATE HIGHWAY 32 FROM THE ROAD WEST
 HY1788'TO THE LOUISVILLE AND NASHVILLE RAILROAD TRACKS AND OLD STATION
 HY1788'SITE AT MYERS, TO STEEL HIGHWAY BRIDGE OVER THE RAILROAD TRACKS
 HY1788'AND SCRUB GRASS CREEK, RAILROAD BRIDGE NO. 84 IS UNDER THE
 HY1788'HIGHWAY BRIDGE, CHISELED IN THE SOUTHEAST END OF THE SOUTHWEST
 HY1788'ABUTMENT OF BRIDGE, 12 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 HY1788'1 1/2 FEET BELOW THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2820 ***********************************************************************
 GY2820  DESIGNATION -  683
 GY2820  PID         -  GY2820
 GY2820  STATE/COUNTY-  KY/POWELL
 GY2820  USGS QUAD   -  STANTON (1966)
 GY2820
 GY2820                         *CURRENT SURVEY CONTROL
 GY2820  ___________________________________________________________________
 GY2820* NAD 83(1986)-  37 50 28.     (N)    083 46 19.     (W)     SCALED    
 GY2820* NAVD 88     -       207.971  (meters)     682.32   (feet)  ADJUSTED  
 GY2820  ___________________________________________________________________
 GY2820  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GY2820  DYNAMIC HT  -         207.820 (meters)     681.82  (feet)  COMP
 GY2820  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 GY2820
 GY2820  VERT ORDER  -  FIRST     CLASS II
 GY2820
 GY2820.The horizontal coordinates were scaled from a topographic map and have
 GY2820.an estimated accuracy of +/- 6 seconds.
 GY2820
 GY2820.The orthometric height was determined by differential leveling
 GY2820.and adjusted by the National Geodetic Survey in June 1991..
 GY2820
 GY2820.The geoid height was determined by GEOID03.
 GY2820
 GY2820.The dynamic height is computed by dividing the NAVD 88
 GY2820.geopotential number by the normal gravity value computed on the
 GY2820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2820.degrees latitude (g = 980.6199 gals.).
 GY2820
 GY2820.The modeled gravity was interpolated from observed gravity values.
 GY2820
 GY2820;                    North         East    Units  Estimated Accuracy
 GY2820;SPC KY1Z     - 1,169,180.    1,674,080.      MT  (+/- 180 meters Scaled)
 GY2820
 GY2820                          SUPERSEDED SURVEY CONTROL
 GY2820
 GY2820  NGVD 29 (??/??/92)  208.132  (m)          682.85   (f) ADJ UNCH    1 2
 GY2820
 GY2820.Superseded values are not recommended for survey control.
 GY2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2820.See file dsdata.txt to determine how the superseded data were derived.
 GY2820
 GY2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB560918(NAD 83)
 GY2820_MARKER: DB = BENCH MARK DISK
 GY2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2820_STAMPING: 683 WV 28 1950 682.846
 GY2820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2820+STABILITY: SURFACE MOTION
 GY2820
 GY2820  HISTORY     - Date     Condition        Report By
 GY2820  HISTORY     - 1950     MONUMENTED       CGS
 GY2820  HISTORY     - 1958     GOOD             NGS
 GY2820
 GY2820                          STATION DESCRIPTION
 GY2820
 GY2820'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2820'AT BOWEN.
 GY2820'AT BOWEN, ALONG STATE HIGHWAY 15, AT THE JUNCTION OF A BLACK TOP
 GY2820'ROAD LEADING NORTHEAST, 55 FEET WEST OF THE CENTER OF THE JUNCTION,
 GY2820'27 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 GY2820'NORTHWEST OF THE NORTH CORNER OF PORCH OF POST OFFICE BUILDING,
 GY2820'ABOUT 3 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GY2820'POST PROJECTING 4 INCHES.
 GY2820
 GY2820                          STATION RECOVERY (1958)
 GY2820
 GY2820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1212 ***********************************************************************
 HZ1212  DESIGNATION -  69 EOM
 HZ1212  PID         -  HZ1212
 HZ1212  STATE/COUNTY-  KY/OLDHAM
 HZ1212  USGS QUAD   -  CRESTWOOD (1993)
 HZ1212
 HZ1212                         *CURRENT SURVEY CONTROL
 HZ1212  ___________________________________________________________________
 HZ1212* NAD 83(1986)-  38 21 26.     (N)    085 28 20.     (W)     SCALED    
 HZ1212* NAVD 88     -       246.528  (meters)     808.82   (feet)  ADJUSTED  
 HZ1212  ___________________________________________________________________
 HZ1212  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HZ1212  DYNAMIC HT  -         246.362 (meters)     808.27  (feet)  COMP
 HZ1212  MODELED GRAV-     979,950.3   (mgal)                       NAVD 88
 HZ1212
 HZ1212  VERT ORDER  -  SECOND    CLASS 0
 HZ1212
 HZ1212.The horizontal coordinates were scaled from a topographic map and have
 HZ1212.an estimated accuracy of +/- 6 seconds.
 HZ1212
 HZ1212.The orthometric height was determined by differential leveling
 HZ1212.and adjusted by the National Geodetic Survey in June 1991..
 HZ1212
 HZ1212.The geoid height was determined by GEOID03.
 HZ1212
 HZ1212.The dynamic height is computed by dividing the NAVD 88
 HZ1212.geopotential number by the normal gravity value computed on the
 HZ1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1212.degrees latitude (g = 980.6199 gals.).
 HZ1212
 HZ1212.The modeled gravity was interpolated from observed gravity values.
 HZ1212
 HZ1212;                    North         East    Units  Estimated Accuracy
 HZ1212;SPC KY1Z     - 1,224,660.    1,524,280.      MT  (+/- 180 meters Scaled)
 HZ1212
 HZ1212                          SUPERSEDED SURVEY CONTROL
 HZ1212
 HZ1212  NGVD 29 (??/??/92)  246.688  (m)          809.34   (f) ADJ UNCH    2 0
 HZ1212
 HZ1212.Superseded values are not recommended for survey control.
 HZ1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1212.See file dsdata.txt to determine how the superseded data were derived.
 HZ1212
 HZ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH334465(NAD 83)
 HZ1212_MARKER: DD = SURVEY DISK
 HZ1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1212_STAMPING: 69-EOM-1949 810
 HZ1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1212+STABILITY: SURFACE MOTION
 HZ1212
 HZ1212  HISTORY     - Date     Condition        Report By
 HZ1212  HISTORY     - 1949     MONUMENTED       USGS
 HZ1212  HISTORY     - 1960     GOOD             PAS
 HZ1212  HISTORY     - 19980325 MARK NOT FOUND   USPSQD
 HZ1212
 HZ1212                          STATION DESCRIPTION
 HZ1212
 HZ1212'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1212'2.2 MI NE FROM CRESTWOOD.
 HZ1212'ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 HZ1212'IN CRESTWOOD, THENCE ABOUT 2.15 MILES NORTHEAST ALONG STATE
 HZ1212'HIGHWAY 146, THENCE ABOUT 0.45 MILE NORTHWEST ALONG GRAVEL
 HZ1212'ROAD, 57 FEET SOUTHWEST OF INTERSECTION OF GRAVEL ROAD AND
 HZ1212'DRIVE SOUTHWEST, 33.5 FEET WEST OF A 30 INCH MAPLE TREE, 19 FEET
 HZ1212'SOUTHEAST OF CENTER OF DRIVE, 19.0 FEET EAST OF A 12 INCH
 HZ1212'HICKORY TREE, 2.9 FEET NORTHEAST OF A METAL WITNESS POST
 HZ1212'AND SIGN, 1.3 FEET NORTHWEST OF OF BOARD FENCE AND ABOUT LEVEL
 HZ1212'WITH ROAD.  A STANDARD U.S.G.S. BRONZE DISK SET IN TOP OF A
 HZ1212'6 IN X 6 IN CONCRETE POST PROJECTING 3 INCHES AND STAMPED
 HZ1212'69-EOM-1949 810.
 HZ1212
 HZ1212                          STATION RECOVERY (1998)
 HZ1212
 HZ1212'RECOVERY NOTE BY US POWER SQUADRON 1998
 HZ1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1106 ***********************************************************************
 HZ1106  DESIGNATION -  691.84
 HZ1106  PID         -  HZ1106
 HZ1106  STATE/COUNTY-  KY/HENRY
 HZ1106  USGS QUAD   -  SMITHFIELD (1993)
 HZ1106
 HZ1106                         *CURRENT SURVEY CONTROL
 HZ1106  ___________________________________________________________________
 HZ1106* NAD 83(1986)-  38 29 22.     (N)    085 16 35.     (W)     SCALED    
 HZ1106* NAVD 88     -       210.618  (meters)     691.00   (feet)  POSTED    
 HZ1106  ___________________________________________________________________
 HZ1106  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HZ1106  DYNAMIC HT  -         210.480 (meters)     690.55  (feet)  COMP
 HZ1106  MODELED GRAV-     979,945.2   (mgal)                       NAVD 88
 HZ1106
 HZ1106  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 HZ1106
 HZ1106.The horizontal coordinates were scaled from a topographic map and have
 HZ1106.an estimated accuracy of +/- 6 seconds.
 HZ1106
 HZ1106.The orthometric height was determined by differential leveling
 HZ1106.and adjusted by the National Geodetic Survey in 1992..
 HZ1106.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 HZ1106.rate greater than 8.0 mm/km.
 HZ1106
 HZ1106.The geoid height was determined by GEOID03.
 HZ1106
 HZ1106.The dynamic height is computed by dividing the NAVD 88
 HZ1106.geopotential number by the normal gravity value computed on the
 HZ1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1106.degrees latitude (g = 980.6199 gals.).
 HZ1106
 HZ1106.The modeled gravity was interpolated from observed gravity values.
 HZ1106
 HZ1106;                    North         East    Units  Estimated Accuracy
 HZ1106;SPC KY1Z     - 1,239,400.    1,541,320.      MT  (+/- 180 meters Scaled)
 HZ1106
 HZ1106                          SUPERSEDED SURVEY CONTROL
 HZ1106
 HZ1106  NGVD 29 (??/??/92)  210.784  (m)          691.55   (f) ADJ UNCH    2 0
 HZ1106
 HZ1106.Superseded values are not recommended for survey control.
 HZ1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1106.See file dsdata.txt to determine how the superseded data were derived.
 HZ1106
 HZ1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH503615(NAD 83)
 HZ1106_MARKER: Q = CHISELED SQUARE
 HZ1106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1106_SP_SET: ABUTMENT
 HZ1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1106
 HZ1106  HISTORY     - Date     Condition        Report By
 HZ1106  HISTORY     - UNK      MONUMENTED       USGS
 HZ1106  HISTORY     - 1950     GOOD             NGS
 HZ1106
 HZ1106                          STATION DESCRIPTION
 HZ1106
 HZ1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ1106'0.4 MI SW FROM SULPHUR.
 HZ1106'ABOUT 0.45 MILE SOUTHWEST ALONG THE LOUISIVLLE AND NASHVILLE
 HZ1106'RAILROAD FROM THE STATION AT SULPHUR, AN OUTLINED SQUARE IN EAST
 HZ1106'END OF BRIDGE SEAT OF THE NORTHEAST ABUTMENT OF BRIDGE NO. 6,
 HZ1106'12 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 0.4 FOOT
 HZ1106'SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE SEAT, 0.9 FOOT
 HZ1106'NORTHWEST OF THE SOUTHEAST FACE OF THE ABUTMENT AND ABOUT 5
 HZ1106'FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2801 ***********************************************************************
 GY2801  DESIGNATION -  693
 GY2801  PID         -  GY2801
 GY2801  STATE/COUNTY-  KY/POWELL
 GY2801  USGS QUAD   -  LEVEE (1965)
 GY2801
 GY2801                         *CURRENT SURVEY CONTROL
 GY2801  ___________________________________________________________________
 GY2801* NAD 83(1986)-  37 53 18.     (N)    083 57 29.     (W)     SCALED    
 GY2801* NAVD 88     -       211.165  (meters)     692.80   (feet)  ADJUSTED  
 GY2801  ___________________________________________________________________
 GY2801  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GY2801  DYNAMIC HT  -         211.010 (meters)     692.29  (feet)  COMP
 GY2801  MODELED GRAV-     979,891.2   (mgal)                       NAVD 88
 GY2801
 GY2801  VERT ORDER  -  FIRST     CLASS II
 GY2801
 GY2801.The horizontal coordinates were scaled from a topographic map and have
 GY2801.an estimated accuracy of +/- 6 seconds.
 GY2801
 GY2801.The orthometric height was determined by differential leveling
 GY2801.and adjusted by the National Geodetic Survey in June 1991..
 GY2801
 GY2801.The geoid height was determined by GEOID03.
 GY2801
 GY2801.The dynamic height is computed by dividing the NAVD 88
 GY2801.geopotential number by the normal gravity value computed on the
 GY2801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2801.degrees latitude (g = 980.6199 gals.).
 GY2801
 GY2801.The modeled gravity was interpolated from observed gravity values.
 GY2801
 GY2801;                    North         East    Units  Estimated Accuracy
 GY2801;SPC KY1Z     - 1,174,090.    1,657,610.      MT  (+/- 180 meters Scaled)
 GY2801
 GY2801                          SUPERSEDED SURVEY CONTROL
 GY2801
 GY2801  NGVD 29 (??/??/92)  211.321  (m)          693.31   (f) ADJ UNCH    1 2
 GY2801
 GY2801.Superseded values are not recommended for survey control.
 GY2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2801.See file dsdata.txt to determine how the superseded data were derived.
 GY2801
 GY2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB398975(NAD 83)
 GY2801_MARKER: DB = BENCH MARK DISK
 GY2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2801_STAMPING: 693 TT 7 EV 1950 693.309
 GY2801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2801+STABILITY: SURFACE MOTION
 GY2801
 GY2801  HISTORY     - Date     Condition        Report By
 GY2801  HISTORY     - 1950     MONUMENTED       USGS
 GY2801  HISTORY     - 1950     GOOD             NGS
 GY2801  HISTORY     - 1958     GOOD             NGS
 GY2801
 GY2801                          STATION DESCRIPTION
 GY2801
 GY2801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2801'1.3 MI SE FROM WEST BEND.
 GY2801'ABOUT 1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE POST
 GY2801'OFFICE AT WEST BEND, ABOUT 0.45 MILE NORTHWEST OF VIRDEN CHURCH OF
 GY2801'CHRIST, 117 1/2 FEET EAST AND ACROSS THE HIGHWAY FROM THE EAST
 GY2801'CORNER OF A STONE CHIMNEY AT SOUTHEAST END OF AN OLD FARM HOUSE,
 GY2801'32 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET
 GY2801'SOUTHWEST OF A FENCE LINE, 4 FEET SOUTHEAST OF TELEPHONE POLE
 GY2801'NO. 681, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GY2801'2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GY2801'PROJECTING 1 INCH.
 GY2801
 GY2801                          STATION RECOVERY (1958)
 GY2801
 GY2801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0242 ***********************************************************************
 HA0242  DESIGNATION -  694
 HA0242  PID         -  HA0242
 HA0242  STATE/COUNTY-  KY/GRAYSON
 HA0242  USGS QUAD   -  LEITCHFIELD (1967)
 HA0242
 HA0242                         *CURRENT SURVEY CONTROL
 HA0242  ___________________________________________________________________
 HA0242* NAD 83(1986)-  37 29 23.     (N)    086 15 14.     (W)     SCALED    
 HA0242* NAVD 88     -       211.084  (meters)     692.53   (feet)  ADJUSTED  
 HA0242  ___________________________________________________________________
 HA0242  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HA0242  DYNAMIC HT  -         210.926 (meters)     692.01  (feet)  COMP
 HA0242  MODELED GRAV-     979,875.1   (mgal)                       NAVD 88
 HA0242
 HA0242  VERT ORDER  -  SECOND    CLASS 0
 HA0242
 HA0242.The horizontal coordinates were scaled from a topographic map and have
 HA0242.an estimated accuracy of +/- 6 seconds.
 HA0242
 HA0242.The orthometric height was determined by differential leveling
 HA0242.and adjusted by the National Geodetic Survey in June 1991..
 HA0242
 HA0242.The geoid height was determined by GEOID03.
 HA0242
 HA0242.The dynamic height is computed by dividing the NAVD 88
 HA0242.geopotential number by the normal gravity value computed on the
 HA0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0242.degrees latitude (g = 980.6199 gals.).
 HA0242
 HA0242.The modeled gravity was interpolated from observed gravity values.
 HA0242
 HA0242;                    North         East    Units  Estimated Accuracy
 HA0242;SPC KY1Z     - 1,128,460.    1,455,440.      MT  (+/- 180 meters Scaled)
 HA0242
 HA0242                          SUPERSEDED SURVEY CONTROL
 HA0242
 HA0242  NGVD 29 (??/??/92)  211.197  (m)          692.90   (f) ADJ UNCH    2 0
 HA0242
 HA0242.Superseded values are not recommended for survey control.
 HA0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0242.See file dsdata.txt to determine how the superseded data were derived.
 HA0242
 HA0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG659494(NAD 83)
 HA0242_MARKER: Q = CHISELED SQUARE
 HA0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0242_SP_SET: CONCRETE BASE
 HA0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0242
 HA0242  HISTORY     - Date     Condition        Report By
 HA0242  HISTORY     - UNK      MONUMENTED       USGS
 HA0242  HISTORY     - 1935     GOOD             NGS
 HA0242
 HA0242                          STATION DESCRIPTION
 HA0242
 HA0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0242'2.3 MI E FROM LEITCHFIELD.
 HA0242'2.3 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0242'STATION AT LEITCHFIELD, GRAYSON COUNTY, AT NORTH SEMAPHORE J 691,
 HA0242'ON THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE, 6 FEET
 HA0242'NORTH OF THE NORTH RAIL, AND LEVEL WITH THE TRACK.  A 1-1/4-INCH
 HA0242'OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1601 ***********************************************************************
 GY1601  DESIGNATION -  694
 GY1601  PID         -  GY1601
 GY1601  STATE/COUNTY-  KY/PIKE
 GY1601  USGS QUAD   -  THOMAS (1992)
 GY1601
 GY1601                         *CURRENT SURVEY CONTROL
 GY1601  ___________________________________________________________________
 GY1601* NAD 83(1986)-  37 37 43.     (N)    082 33 04.     (W)     SCALED    
 GY1601* NAVD 88     -       211.203  (meters)     692.92   (feet)  ADJUSTED  
 GY1601  ___________________________________________________________________
 GY1601  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GY1601  DYNAMIC HT  -         211.046 (meters)     692.41  (feet)  COMP
 GY1601  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 GY1601
 GY1601  VERT ORDER  -  SECOND    CLASS 0
 GY1601
 GY1601.The horizontal coordinates were scaled from a topographic map and have
 GY1601.an estimated accuracy of +/- 6 seconds.
 GY1601
 GY1601.The orthometric height was determined by differential leveling
 GY1601.and adjusted by the National Geodetic Survey in June 1991..
 GY1601
 GY1601.The geoid height was determined by GEOID03.
 GY1601
 GY1601.The dynamic height is computed by dividing the NAVD 88
 GY1601.geopotential number by the normal gravity value computed on the
 GY1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1601.degrees latitude (g = 980.6199 gals.).
 GY1601
 GY1601.The modeled gravity was interpolated from observed gravity values.
 GY1601
 GY1601;                    North         East    Units  Estimated Accuracy
 GY1601;SPC KY1Z     - 1,148,590.    1,782,300.      MT  (+/- 180 meters Scaled)
 GY1601
 GY1601                          SUPERSEDED SURVEY CONTROL
 GY1601
 GY1601  NGVD 29 (??/??/92)  211.409  (m)          693.60   (f) ADJ UNCH    2 0
 GY1601
 GY1601.Superseded values are not recommended for survey control.
 GY1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1601.See file dsdata.txt to determine how the superseded data were derived.
 GY1601
 GY1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB631657(NAD 83)
 GY1601_MARKER: DD = SURVEY DISK
 GY1601_SETTING: 66 = SET IN ROCK OUTCROP
 GY1601_SP_SET: ROCK OUTCROP
 GY1601_STAMPING: KY 693.598
 GY1601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1601+STABILITY: POSITION/ELEVATION WELL
 GY1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1601+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2001
 GY1601
 GY1601  HISTORY     - Date     Condition        Report By
 GY1601  HISTORY     - UNK      MONUMENTED       USGS
 GY1601  HISTORY     - 1956     POOR             NGS
 GY1601  HISTORY     - 20010612 GOOD             KYDT
 GY1601  HISTORY     - 20011106 POOR             KYDT
 GY1601
 GY1601                          STATION DESCRIPTION
 GY1601
 GY1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1601'AT GULNARE.
 GY1601'AT GULNARE, 130 YARDS NORTHWEST ALONG GRAVEL ROAD (STATE HIGHWAY
 GY1601'304 EXTENDED) FROM THE POST OFFICE AND JUNCTION OF ROAD LEADING
 GY1601'EAST, 0.1 MILE SOUTHEAST OF SYCAMORE SCHOOL, BETWEEN ROAD AND
 GY1601'JOHNS CREEK, 19 FEET SOUTHWEST OF CENTER OF ROAD, IN THE TOP
 GY1601'AND 4.5 FEET NORTHWEST OF THE SOUTHEAST CORNER OF LARGE ROCK
 GY1601'OUTCROP, ABOUT LEVEL WITH ROAD.
 GY1601
 GY1601                          STATION RECOVERY (2001)
 GY1601
 GY1601'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1601'THIS MARK WILL BE RESET LATER THIS YEAR DUE TO ROAD CONSTRUCTION.
 GY1601
 GY1601                          STATION RECOVERY (2001)
 GY1601
 GY1601'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1601'AT THE TIME OF RELOCATING MARK M 294, IT WAS DETERMINED THIS MARK, 694
 GY1601'USGS, WAS ABOUT 0.02 METERS LOW. THE ROCK THAT IT'S IN HAS CRACKED AND
 GY1601'EVIDENTLY SETTLED, DISK WAS RECOVERED, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2827 ***********************************************************************
 GY2827  DESIGNATION -  696
 GY2827  PID         -  GY2827
 GY2827  STATE/COUNTY-  KY/POWELL
 GY2827  USGS QUAD   -  SLADE (1983)
 GY2827
 GY2827                         *CURRENT SURVEY CONTROL
 GY2827  ___________________________________________________________________
 GY2827* NAD 83(1986)-  37 48 53.     (N)    083 43 08.     (W)     SCALED    
 GY2827* NAVD 88     -       212.022  (meters)     695.61   (feet)  ADJUSTED  
 GY2827  ___________________________________________________________________
 GY2827  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GY2827  DYNAMIC HT  -         211.865 (meters)     695.09  (feet)  COMP
 GY2827  MODELED GRAV-     979,886.8   (mgal)                       NAVD 88
 GY2827
 GY2827  VERT ORDER  -  FIRST     CLASS II
 GY2827
 GY2827.The horizontal coordinates were scaled from a topographic map and have
 GY2827.an estimated accuracy of +/- 6 seconds.
 GY2827
 GY2827.The orthometric height was determined by differential leveling
 GY2827.and adjusted by the National Geodetic Survey in June 1991..
 GY2827
 GY2827.The geoid height was determined by GEOID03.
 GY2827
 GY2827.The dynamic height is computed by dividing the NAVD 88
 GY2827.geopotential number by the normal gravity value computed on the
 GY2827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2827.degrees latitude (g = 980.6199 gals.).
 GY2827
 GY2827.The modeled gravity was interpolated from observed gravity values.
 GY2827
 GY2827;                    North         East    Units  Estimated Accuracy
 GY2827;SPC KY1Z     - 1,166,350.    1,678,810.      MT  (+/- 180 meters Scaled)
 GY2827
 GY2827                          SUPERSEDED SURVEY CONTROL
 GY2827
 GY2827  NGVD 29 (??/??/92)  212.180  (m)          696.13   (f) ADJ UNCH    1 2
 GY2827
 GY2827.Superseded values are not recommended for survey control.
 GY2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2827.See file dsdata.txt to determine how the superseded data were derived.
 GY2827
 GY2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB606887(NAD 83)
 GY2827_MARKER: DD = SURVEY DISK
 GY2827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2827_SP_SET: BRIDGE
 GY2827_STAMPING: 696 JWM 15 1950 696.127
 GY2827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2827+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1999
 GY2827
 GY2827  HISTORY     - Date     Condition        Report By
 GY2827  HISTORY     - 1950     MONUMENTED       USGS
 GY2827  HISTORY     - 1950     GOOD             NGS
 GY2827  HISTORY     - 1958     GOOD             NGS
 GY2827  HISTORY     - 19990330 GOOD             KYDT
 GY2827
 GY2827                          STATION DESCRIPTION
 GY2827
 GY2827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2827'1.4 MI NW FROM SLADE.
 GY2827'ABOUT 1.45 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 GY2827'OF STATE HIGHWAY 77 AT SLADE, AT THE JUNCTION OF STATE HIGHWAY
 GY2827'77 LEADING NORTHEAST ACROSS BRIDGE FROM POST OFFICE AT LOMBARD,
 GY2827'SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT
 GY2827'OF A HIGHWAY 77 BRIDGE OVER MIDDLE FORK RED RIVER, 53 FEET
 GY2827'NORTHEAST OF THE CENTER LINE OF HIGHWAY 15, 12 FEET NORTHWEST OF
 GY2827'THE CENTER LINE OF HIGHWAY 77, 2 FEET NORTHWEST OF THE CONCRETE
 GY2827'BANISTER AND ABOUT LEVEL WITH THE HIGHWAYS.
 GY2827
 GY2827                          STATION RECOVERY (1958)
 GY2827
 GY2827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2827'RECOVERED IN GOOD CONDITION.
 GY2827
 GY2827                          STATION RECOVERY (1999)
 GY2827
 GY2827'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY2827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0851 ***********************************************************************
 GY0851  DESIGNATION -  698
 GY0851  PID         -  GY0851
 GY0851  STATE/COUNTY-  KY/PIKE
 GY0851  USGS QUAD   -  MILLARD (1978)
 GY0851
 GY0851                         *CURRENT SURVEY CONTROL
 GY0851  ___________________________________________________________________
 GY0851* NAD 83(1986)-  37 25 32.     (N)    082 29 52.     (W)     SCALED    
 GY0851* NAVD 88     -       212.475  (meters)     697.10   (feet)  ADJUSTED  
 GY0851  ___________________________________________________________________
 GY0851  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GY0851  DYNAMIC HT  -         212.311 (meters)     696.56  (feet)  COMP
 GY0851  MODELED GRAV-     979,853.9   (mgal)                       NAVD 88
 GY0851
 GY0851  VERT ORDER  -  SECOND    CLASS 0
 GY0851
 GY0851.The horizontal coordinates were scaled from a topographic map and have
 GY0851.an estimated accuracy of +/- 6 seconds.
 GY0851
 GY0851.The orthometric height was determined by differential leveling
 GY0851.and adjusted by the National Geodetic Survey in June 1991..
 GY0851
 GY0851.The geoid height was determined by GEOID03.
 GY0851
 GY0851.The dynamic height is computed by dividing the NAVD 88
 GY0851.geopotential number by the normal gravity value computed on the
 GY0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0851.degrees latitude (g = 980.6199 gals.).
 GY0851
 GY0851.The modeled gravity was interpolated from observed gravity values.
 GY0851
 GY0851;                    North         East    Units  Estimated Accuracy
 GY0851;SPC KY1Z     - 1,126,230.    1,787,790.      MT  (+/- 180 meters Scaled)
 GY0851
 GY0851                          SUPERSEDED SURVEY CONTROL
 GY0851
 GY0851  NGVD 29 (??/??/92)  212.676  (m)          697.75   (f) ADJ UNCH    2 0
 GY0851
 GY0851.Superseded values are not recommended for survey control.
 GY0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0851.See file dsdata.txt to determine how the superseded data were derived.
 GY0851
 GY0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB674431(NAD 83)
 GY0851_MARKER: DD = SURVEY DISK
 GY0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0851_SP_SET: BRIDGE
 GY0851_STAMPING: KY 697.755
 GY0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0851
 GY0851  HISTORY     - Date     Condition        Report By
 GY0851  HISTORY     - UNK      MONUMENTED       USGS
 GY0851  HISTORY     - 1956     POOR             NGS
 GY0851
 GY0851                          STATION DESCRIPTION
 GY0851
 GY0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0851'AT SHELBY.
 GY0851'AT SHELBY, ALONG THE CHESAPEAKE AND OHIO RAILROAD LEADING TO
 GY0851'PIKEVILLE, 0.1 MILE NORTHEAST OF BRIDGE OVER LEVISA FORK OF BIG
 GY0851'SANDY RIVER AND RAILROAD TRACKS OF LINE TO PIKEVILLE FOR U.S.
 GY0851'HIGHWAY 23, 366 FEET NORTHEAST OF THE NORTHEAST END OF STATION
 GY0851'AT SHELBY, 9.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN THE TOP
 GY0851'OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF RAILROAD BRIDGE
 GY0851'OVER SHELBY CREEK, 4 INCHES NORTHWEST OF THE SOUTHEAST END OF
 GY0851'ABUTMENT AND ABOUT 1 FOOT BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1529 ***********************************************************************
 HZ1529  DESIGNATION -  699
 HZ1529  PID         -  HZ1529
 HZ1529  STATE/COUNTY-  KY/OLDHAM
 HZ1529  USGS QUAD   -  OWEN (1983)
 HZ1529
 HZ1529                         *CURRENT SURVEY CONTROL
 HZ1529  ___________________________________________________________________
 HZ1529* NAD 83(1986)-  38 24 07.     (N)    085 34 30.     (W)     SCALED    
 HZ1529* NAVD 88     -       212.857  (meters)     698.35   (feet)  ADJUSTED  
 HZ1529  ___________________________________________________________________
 HZ1529  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ1529  DYNAMIC HT  -         212.715 (meters)     697.88  (feet)  COMP
 HZ1529  MODELED GRAV-     979,954.8   (mgal)                       NAVD 88
 HZ1529
 HZ1529  VERT ORDER  -  FIRST     CLASS II
 HZ1529
 HZ1529.The horizontal coordinates were scaled from a topographic map and have
 HZ1529.an estimated accuracy of +/- 6 seconds.
 HZ1529
 HZ1529.The orthometric height was determined by differential leveling
 HZ1529.and adjusted by the National Geodetic Survey in June 1991..
 HZ1529
 HZ1529.The geoid height was determined by GEOID03.
 HZ1529
 HZ1529.The dynamic height is computed by dividing the NAVD 88
 HZ1529.geopotential number by the normal gravity value computed on the
 HZ1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1529.degrees latitude (g = 980.6199 gals.).
 HZ1529
 HZ1529.The modeled gravity was interpolated from observed gravity values.
 HZ1529
 HZ1529;                    North         East    Units  Estimated Accuracy
 HZ1529;SPC KY1Z     - 1,229,600.    1,515,290.      MT  (+/- 180 meters Scaled)
 HZ1529
 HZ1529                          SUPERSEDED SURVEY CONTROL
 HZ1529
 HZ1529  NGVD 29 (??/??/92)  213.016  (m)          698.87   (f) ADJ UNCH    1 2
 HZ1529
 HZ1529.Superseded values are not recommended for survey control.
 HZ1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1529.See file dsdata.txt to determine how the superseded data were derived.
 HZ1529
 HZ1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH244513(NAD 83)
 HZ1529_MARKER: DD = SURVEY DISK
 HZ1529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1529_SP_SET: FOUNDATION
 HZ1529_STAMPING: 699 1903 ADJ
 HZ1529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1529
 HZ1529  HISTORY     - Date     Condition        Report By
 HZ1529  HISTORY     - 1903     MONUMENTED       USGS
 HZ1529  HISTORY     - 1954     GOOD             NGS
 HZ1529  HISTORY     - 19980303 GOOD             USPSQD
 HZ1529
 HZ1529                          STATION DESCRIPTION
 HZ1529
 HZ1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1529'AT GOSHEN.
 HZ1529'AT GOSHEN, ALONG U.S. HIGHWAY 42, AT THE PRESBYTERIAN CHURCH, SET
 HZ1529'VERTICALLY IN THE NORTHWEST FACE OF STONE FOUNDATION AT NORTH
 HZ1529'CORNER OF CHURCH, 0.6 FOOT SOUTHWEST OF NORTH CORNER OF BUILDING
 HZ1529'AND 1 FOOT ABOVE GROUND.  NOTE-- MARK SHOULD BE USED WITH CAUTION
 HZ1529'AS THE STONE FOUNDATION IS CRACKING AND APPEARS TO BE SETTLING.
 HZ1529'MARK WILL PROBABLY NOT HOLD ITS PRESENT ELEVATION.
 HZ1529
 HZ1529                          STATION RECOVERY (1998)
 HZ1529
 HZ1529'RECOVERY NOTE BY US POWER SQUADRON 1998
 HZ1529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC6044 ***********************************************************************
 AC6044  SACS        -  This is a Secondary Airport Control Station.
 AC6044  DESIGNATION -  6I2 A
 AC6044  PID         -  AC6044
 AC6044  STATE/COUNTY-  KY/WASHINGTON
 AC6044  USGS QUAD   -  SPRINGFIELD (1979)
 AC6044
 AC6044                         *CURRENT SURVEY CONTROL
 AC6044  ___________________________________________________________________
 AC6044* NAD 83(1993)-  37 38 07.94872(N)    085 14 57.89945(W)     ADJUSTED  
 AC6044* NAVD 88     -       250.44   (meters)     821.7    (feet)  GPS OBS   
 AC6044  ___________________________________________________________________
 AC6044  X           -     418,845.950 (meters)                     COMP
 AC6044  Y           -  -5,040,030.865 (meters)                     COMP
 AC6044  Z           -   3,873,620.722 (meters)                     COMP
 AC6044  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AC6044  ELLIP HEIGHT-         217.24  (meters)          (01/09/97) GPS OBS
 AC6044  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 AC6044
 AC6044  HORZ ORDER  -  FIRST
 AC6044  ELLP ORDER  -  SECOND    CLASS II
 AC6044
 AC6044.This mark is at Lebanon-Springfield Airport (6I2)
 AC6044
 AC6044.The horizontal coordinates were established by GPS observations
 AC6044.and adjusted by the National Geodetic Survey in January 1997..
 AC6044
 AC6044.The orthometric height was determined by GPS observations and a
 AC6044.high-resolution geoid model.
 AC6044
 AC6044.GPS derived orthometric heights for airport stations designated as
 AC6044.PACS or SACS are published to 2 decimal places.  This maintains
 AC6044.centimeter relative accuracy between the PACS and SACS.  It does
 AC6044.not indicate centimeter accuracy relative to other marks which are
 AC6044.part of the NAVD 88 network.
 AC6044
 AC6044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6044
 AC6044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6044
 AC6044.The ellipsoidal height was determined by GPS observations
 AC6044.and is referenced to NAD 83.
 AC6044
 AC6044.The geoid height was determined by GEOID03.
 AC6044
 AC6044;                    North         East     Units Scale Factor Converg.
 AC6044;SPC KY1Z     - 1,144,640.795 1,544,180.159   MT  0.99991373   +0 18 26.4
 AC6044;SPC KY1Z     - 3,755,375.67  5,066,197.74   sFT  0.99991373   +0 18 26.4
 AC6044;SPC KY S     -   644,630.529   544,182.173   MT  0.99995920   +0 18 12.9
 AC6044;SPC KY S     - 2,114,925.33  1,785,371.01   sFT  0.99995920   +0 18 12.9
 AC6044;UTM  16      - 4,166,819.967   654,460.250   MT  0.99989387   +1 04 09.1
 AC6044
 AC6044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6044!SPC KY1Z     -   0.99996591  x   0.99991373  =   0.99987964
 AC6044!SPC KY S     -   0.99996591  x   0.99995920  =   0.99992511
 AC6044!UTM  16      -   0.99996591  x   0.99989387  =   0.99985979
 AC6044
 AC6044                          SUPERSEDED SURVEY CONTROL
 AC6044
 AC6044.No superseded survey control is available for this station.
 AC6044
 AC6044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5446066820(NAD 83)
 AC6044_MARKER: I = METAL ROD
 AC6044_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6044_STAMPING: 6I2 A 1995
 AC6044_MARK LOGO: NGS   
 AC6044_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6044+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1996
 AC6044
 AC6044  HISTORY     - Date     Condition        Report By
 AC6044  HISTORY     - 1995     MONUMENTED       LOWE
 AC6044  HISTORY     - 19960812 GOOD             NGS
 AC6044
 AC6044                          STATION DESCRIPTION
 AC6044
 AC6044'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC6044'THE STATION IS ABOUT 9.7 KM (6.00 MI) NORTHEAST OF LEBANON AND ABOUT
 AC6044'8.0 KM (4.95 MI) SOUTHWEST OF SPRINGFIELD AT THE LEBANON-SPRINGFIELD
 AC6044'AIRPORT.  AIRPORT MANAGER IS J.  MURRAY WALKER, JR.  PHONE
 AC6044'606-336-3818.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AC6044'ROAD 55 AND U.S. HIGHWAY 68, NORTHWEST OF LEBANON, GO NORTHEAST 9.58
 AC6044'KM (5.95 MI) ON STATE ROAD 55 AND U.S.  HIGHWAY 150, TO PAVED ROAD
 AC6044'RIGHT.  TURN RIGHT PASSING THROUGH A STONE CUTAWAY AND GO EAST ON
 AC6044'AIRPORT ROAD 0.64 KM (0.40 MI) TO STATION ON RIGHT.  THE IS THE TOP OF
 AC6044'A STAINLESS STEEL ROD DRIVEN TO REFUSAL TO A DEPTH OF 3.1 METERS (10.2
 AC6044'FT) BELOW GROUND LEVEL IN A 2.5 CM GREASE FILLED FLUTED PLASTIC SLEEVE
 AC6044'90 CM LONG ENCASED IN 16 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED
 AC6044'BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH GROUND.
 AC6044'THE STATION IS 74.0 METERS (242.8 FT) NORTHWEST FROM THE NORTHWEST
 AC6044'CORNER OF THE WEST END OF RUNWAY 11. 55.2 METERS (181.1 FT) DUE SOUTH
 AC6044'FROM A WESTERN KENTUCKY GAS PIPE MARKER.  47.2 METERS (154.9 FT)
 AC6044'NORTHEAST FROM THE EXTENDED RUNWAY. 45 METERS (147.6 FT)
 AC6044'SOUTH-SOUTHWEST FROM THE CENTERLINE OF AIRPORT ROAD.  THIS STATION IS
 AC6044'A SECONDARY AIRPORT CONTROL STATION.
 AC6044
 AC6044                          STATION RECOVERY (1996)
 AC6044
 AC6044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC6044'THE STATION IS ABOUT 9.7 KM (6.00 MI) NORTHEAST OF LEBANON AND ABOUT
 AC6044'8.0 KM (4.95 MI) SOUTHWEST OF SPRINGFIELD AT THE LEBANON-SPRINGFIELD
 AC6044'AIRPORT.  AIRPORT MANAGER IS J.  MURRAY WALKER, JR.  PHONE
 AC6044'606-336-3818.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AC6044'ROAD 55 AND U.S.  HIGHWAY 68, NORTHWEST OF LEBANON, GO NORTHEAST 9.58
 AC6044'KM (5.95 MI) ON STATE ROAD 55 AND U.S.  HIGHWAY 150, TO PAVED ROAD
 AC6044'RIGHT.  TURN RIGHT PASSING THROUGH A STONE CUTAWAY AND GO EAST ON
 AC6044'AIRPORT ROAD 0.64 KM (0.40 MI) TO STATION ON RIGHT.  THE STATION IS
 AC6044'THE TOP OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL TO A DEPTH OF 3.1
 AC6044'METERS (10.2 FT) BELOW GROUND LEVEL IN A 2.5 CM GREASE FILLED FLUTED
 AC6044'PLASTIC SLEEVE 90 CM LONG ENCASED IN 16 CM PVC PIPE WITH AN NGS LOGO
 AC6044'CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH
 AC6044'WITH GROUND.  THE STATION IS 74.0 METERS (242.8 FT) NORTHWEST FROM THE
 AC6044'NORTHWEST CORNER OF THE WEST END OF RUNWAY 11, 55.2 METERS (181.1 FT)
 AC6044'DUE SOUTH FROM A WESTERN KENTUCKY GAS PIPE MARKER, 47.2 METERS (154.9
 AC6044'FT) NORTHEAST FROM THE EXTENDED RUNWAY, 45 METERS (147.6 FT)
 AC6044'SOUTH-SOUTHWEST FROM THE CENTERLINE OF AIRPORT ROAD.  THIS STATION IS
 AC6044'A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5104 ***********************************************************************
 AC5104  SACS        -  This is a Secondary Airport Control Station.
 AC5104  DESIGNATION -  6M5 A
 AC5104  PID         -  AC5104
 AC5104  STATE/COUNTY-  KY/HANCOCK
 AC5104  USGS QUAD   -  TELL CITY (1980)
 AC5104
 AC5104                         *CURRENT SURVEY CONTROL
 AC5104  ___________________________________________________________________
 AC5104* NAD 83(1993)-  37 57 05.62168(N)    086 47 49.37768(W)     ADJUSTED  
 AC5104* NAVD 88     -       122.26   (meters)     401.1    (feet)  GPS OBS   
 AC5104  ___________________________________________________________________
 AC5104  X           -     281,365.365 (meters)                     COMP
 AC5104  Y           -  -5,027,942.435 (meters)                     COMP
 AC5104  Z           -   3,901,261.472 (meters)                     COMP
 AC5104  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 AC5104  ELLIP HEIGHT-          90.44  (meters)          (01/09/97) GPS OBS
 AC5104  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 AC5104
 AC5104  HORZ ORDER  -  FIRST
 AC5104  ELLP ORDER  -  FOURTH    CLASS I
 AC5104
 AC5104.This mark is at Hancock Airfield Airport (6M5)
 AC5104
 AC5104.The horizontal coordinates were established by GPS observations
 AC5104.and adjusted by the National Geodetic Survey in January 1997..
 AC5104
 AC5104.The orthometric height was determined by GPS observations and a
 AC5104.high-resolution geoid model.
 AC5104
 AC5104.GPS derived orthometric heights for airport stations designated as
 AC5104.PACS or SACS are published to 2 decimal places.  This maintains
 AC5104.centimeter relative accuracy between the PACS and SACS.  It does
 AC5104.not indicate centimeter accuracy relative to other marks which are
 AC5104.part of the NAVD 88 network.
 AC5104
 AC5104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5104
 AC5104.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5104
 AC5104.The ellipsoidal height was determined by GPS observations
 AC5104.and is referenced to NAD 83.
 AC5104
 AC5104.The geoid height was determined by GEOID03.
 AC5104
 AC5104;                    North         East     Units Scale Factor Converg.
 AC5104;SPC KY1Z     - 1,180,111.150 1,407,985.220   MT  0.99990580   -0 38 34.2
 AC5104;SPC KY1Z     - 3,871,748.00  4,619,364.84   sFT  0.99990580   -0 38 34.2
 AC5104;SPC KY S     -   680,098.579   407,976.194   MT  1.00000338   -0 38 06.0
 AC5104;SPC KY S     - 2,231,290.09  1,338,501.90   sFT  1.00000338   -0 38 06.0
 AC5104;UTM  16      - 4,200,460.119   517,830.247   MT  0.99960392   +0 07 29.3
 AC5104
 AC5104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5104!SPC KY1Z     -   0.99998581  x   0.99990580  =   0.99989161
 AC5104!SPC KY S     -   0.99998581  x   1.00000338  =   0.99998919
 AC5104!UTM  16      -   0.99998581  x   0.99960392  =   0.99958973
 AC5104
 AC5104                          SUPERSEDED SURVEY CONTROL
 AC5104
 AC5104.No superseded survey control is available for this station.
 AC5104
 AC5104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1783000460(NAD 83)
 AC5104_MARKER: DD = SURVEY DISK
 AC5104_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC5104_STAMPING: 6M5 A 1995
 AC5104_MARK LOGO: NGS   
 AC5104_PROJECTION: FLUSH
 AC5104_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5104+STABILITY: SURFACE MOTION
 AC5104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5104+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1996
 AC5104_ROD/PIPE-DEPTH: 1.0  meters
 AC5104
 AC5104  HISTORY     - Date     Condition        Report By
 AC5104  HISTORY     - 1995     MONUMENTED       LOWE
 AC5104  HISTORY     - 19960804 GOOD             NGS
 AC5104
 AC5104                          STATION DESCRIPTION
 AC5104
 AC5104'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5104'THE STATION IS ABOUT 6.4 KM (3.95 MI) NORTHWEST OF HAWESVILLE, AND
 AC5104'ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF TELL CITY, INDIANA AT THE HANCOCK
 AC5104'FIELD AIRPORT.  AIRPORT MANAGER IS LEROY LAMAR, TELEPHONE NUMBER
 AC5104'502-927-6611.  TO REACH THE STATION FROM THE COURTHOUSE IN HAWESVILLE,
 AC5104'GO NORTHWEST 6.97 KM (4.35 MI) ON STATE ROAD 334 TO A PAVED ENTRANCE
 AC5104'TO THE AIRPORT ON THE RIGHT.  TURN RIGHT PASSING THROUGH A GATE AND GO
 AC5104'NORTHEAST TO THE JUNCTION OF RAMP AND RUNWAY.  TURN LEFT AND GO NORTH
 AC5104'1.46 KM (0.90 MI) PAST THE END OF RUNWAY TO STATION AHEAD JUST BEFORE
 AC5104'A CHAIN LINK FENCE.  THE STATION IS THE CENTER OF A 0.05 M (0.16 FT)
 AC5104'SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED
 AC5104'IN A 0.16 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.
 AC5104'THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.  THREE
 AC5104'CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AC5104'STATION IS 28.34 M (92.98 FT) NORTHEAST FROM A CHAIN LINK FENCE CORNER
 AC5104'POST.  11.58 M (37.99 FT) NORTHWEST FROM A CHAIN LINK GATE CORNER.
 AC5104'9.75 M (31.99 FT) EAST FROM THE CENTERLINE OF THE RAIL ROAD TRACKS.
 AC5104'THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
 AC5104
 AC5104                          STATION RECOVERY (1996)
 AC5104
 AC5104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AC5104'THE STATION IS ABOUT 6.4 KM (3.95 MI) NORTHWEST OF HAWESVILLE, AND
 AC5104'ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF TELL CITY, INDIANA AT THE HANCOCK
 AC5104'AIRFIELD.  AIRPORT MANAGER IS LEROY LAMAR, PHONE 502-927-6611. AIRPORT
 AC5104'OWNER IS NATIONAL SOUTHWIRE ALUMINUM (NSA) , FOR AIRPORT ACCESS CALL
 AC5104'SECURITY PHONE 502-927-6921.  TO REACH THE STATION FROM THE COURTHOUSE
 AC5104'IN HAWESVILLE WHICH IS LOCATED AT THE JUNCTION OF S.R.  3101 (MAIN
 AC5104'STREET) AND S.R.  69 (MAIN CROSS STREET) , AND WHICH IS 0.6 KM (0.35
 AC5104'MI) NORTHEAST OF THE JUNCTION OF U.S.  60 AND S.R. 69, GO NORTHERLY
 AC5104'FOR A TOTAL OF 7.0 KM (4.35 MI) ON MAIN STREET AND RIVER ROAD (S.R.
 AC5104'334) , PASSING WHERE S.R.  3101 TURNS WEST AT 0.5 KM (0.30 MI) ,
 AC5104'PASSING WHERE MAIN STREET CHANGES TO RIVER ROAD AT A LEVEE AT 0.65 KM
 AC5104'(0.40 MI) , PASSING THE JUNCTION OF S.R.  271 WITH S.R.  334 AT 5.6 KM
 AC5104'(3.45 MI) , TO A PAVED ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN
 AC5104'RIGHT AND GO NORTHEAST FOR 0.16 KM (0.10 MI) PASSING THROUGH A GATE
 AC5104'AND CROSSING AN APRON TO A HOLD BAR ON A TAXIWAY NEAR THE RUNWAY.
 AC5104'TURN LEFT AND GO NORTH-NORTHWEST FOR 0.65 KM (0.40 MI) THROUGH AN OPEN
 AC5104'FIELD TO THE STATION WEST OF THE EXTENDED RUNWAY CENTERLINE JUST SOUTH
 AC5104'OF A SET OF RAILROAD TRACKS.  THE STATION IS THE CENTER OF 5 CM (2 IN)
 AC5104'SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED
 AC5104'IN A 12.5 CM (5 IN) PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY
 AC5104'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AC5104'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AC5104'STATION IS 72 M (236.2 FT) SOUTHWEST OF KENTUCKY MONITORING WELL
 AC5104'8001-5128 WHICH IS 4.6 M (15.1 FT) SOUTH OF THE CURVING TRACKS CENTER,
 AC5104'62 M (203.4 FT) EAST FROM THE JUNCTION OF S.R.  334 AND BIG RIVERS
 AC5104'ROAD, 27.9 M (91.5 FT) NORTHEAST FROM THE FIRST CHAIN LINK FENCE
 AC5104'CORNER POST SOUTHWEST OF THE RAILROAD GATE, 16.0 M (52.5 FT) EAST OF A
 AC5104'GATE POST ON THE NORTH SIDE OF THE TRACKS, 11.6 M (38.1 FT) EASTERLY
 AC5104'OF A GATE POST ON THE SOUTH SIDE OF THE TRACKS, 10.0 M (32.8 FT)
 AC5104'SOUTH-SOUTHEAST FROM THE CENTER OF THE CSX RAILROAD TRACK SPUR TO NSA,
 AC5104'AND IS 3.7 M (12.1 FT) SOUTH-SOUTHEAST OF AN ORANGE PLASTIC POST.  THE
 AC5104'STATION IS ABOUT LEVEL WITH THE RAILROAD BED.* NOTE--ALTERNATE ACCESS
 AC5104'FROM THE JUNCTION OF S.R.  334 AND BIG RIVERS ROAD REQUIRED PACKING
 AC5104'200 FT (61.0 M) ALONG THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0511 ***********************************************************************
 GD0511  DESIGNATION -  7 B CAP
 GD0511  PID         -  GD0511
 GD0511  STATE/COUNTY-  KY/FULTON
 GD0511  USGS QUAD   -  HICKMAN (1983)
 GD0511
 GD0511                         *CURRENT SURVEY CONTROL
 GD0511  ___________________________________________________________________
 GD0511* NAD 83(1986)-  36 34 26.     (N)    089 10 38.     (W)     SCALED    
 GD0511* NAVD 88     -       100.156  (meters)     328.60   (feet)  ADJUSTED  
 GD0511  ___________________________________________________________________
 GD0511  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0511  DYNAMIC HT  -         100.078 (meters)     328.34  (feet)  COMP
 GD0511  MODELED GRAV-     979,850.0   (mgal)                       NAVD 88
 GD0511
 GD0511  VERT ORDER  -  FIRST     CLASS II
 GD0511
 GD0511.The horizontal coordinates were scaled from a topographic map and have
 GD0511.an estimated accuracy of +/- 6 seconds.
 GD0511
 GD0511.The orthometric height was determined by differential leveling
 GD0511.and adjusted by the National Geodetic Survey in June 1991..
 GD0511
 GD0511.The geoid height was determined by GEOID03.
 GD0511
 GD0511.The dynamic height is computed by dividing the NAVD 88
 GD0511.geopotential number by the normal gravity value computed on the
 GD0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0511.degrees latitude (g = 980.6199 gals.).
 GD0511
 GD0511.The modeled gravity was interpolated from observed gravity values.
 GD0511
 GD0511;                    North         East    Units  Estimated Accuracy
 GD0511;SPC KY1Z     - 1,032,330.    1,193,260.      MT  (+/- 180 meters Scaled)
 GD0511
 GD0511                          SUPERSEDED SURVEY CONTROL
 GD0511
 GD0511  NGVD 29 (??/??/??)  100.228  (m)          328.83   (f) ADJUSTED    1 2
 GD0511
 GD0511.Superseded values are not recommended for survey control.
 GD0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0511.See file dsdata.txt to determine how the superseded data were derived.
 GD0511
 GD0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF051498(NAD 83)
 GD0511_MARKER: P = PIPE CAP
 GD0511_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0511_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0511
 GD0511  HISTORY     - Date     Condition        Report By
 GD0511  HISTORY     - UNK      MONUMENTED       MRC
 GD0511  HISTORY     - 1957     MARK NOT FOUND   CGS
 GD0511
 GD0511                          STATION DESCRIPTION
 GD0511
 GD0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0511'1.1 MI E FROM HICKMAN.
 GD0511'1.1 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 GD0511'HICKMAN, FULTON COUNTY, THENCE 0.25 MILE NORTH ALONG A GRAVEL
 GD0511'ROAD, ABOUT 200 FEET NORTH OF A PRIVATE DRIVEWAY LEADING TO THE
 GD0511'JOSEPH CANTILLON RESIDENCE, 75 FEET NORTHEAST OF TWO SMALL FRAME
 GD0511'HOUSES, 25 FEET EAST OF A FENCE, 2 FEET WEST OF A WHITE WOODEN
 GD0511'WITNESS POST, AND 25 FEET LOWER THAN THE DRIVEWAY.  A MISSISSIPPI
 GD0511'RIVER COMMISSION STANDARD CAP, FASTENED ON THE TOP OF A 3-INCH
 GD0511'IRON PIPE PROJECTING 0.8 FOOT ABOVE GROUND.  NOTE-- THE BUILDING
 GD0511'ARE NO LONGER INTACT AND THE AREA IS OVERGROWN IN BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2408 ***********************************************************************
 HY2408  DESIGNATION -  7 USFS 1949
 HY2408  PID         -  HY2408
 HY2408  STATE/COUNTY-  KY/ROWAN
 HY2408  USGS QUAD   -  CRANSTON (1970)
 HY2408
 HY2408                         *CURRENT SURVEY CONTROL
 HY2408  ___________________________________________________________________
 HY2408* NAD 83(1993)-  38 16 34.70067(N)    083 22 44.15875(W)     ADJUSTED  
 HY2408* NAVD 88     -       382.     (meters)    1253.     (feet)  SCALED    
 HY2408  ___________________________________________________________________
 HY2408  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 HY2408  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY2408
 HY2408  HORZ ORDER  -  SECOND
 HY2408
 HY2408.The horizontal coordinates were established by classical geodetic methods
 HY2408.and adjusted by the National Geodetic Survey in December 1995..
 HY2408
 HY2408.The orthometric height was scaled from a topographic map.
 HY2408
 HY2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2408
 HY2408.The geoid height was determined by GEOID03.
 HY2408
 HY2408;                    North         East     Units Scale Factor Converg.
 HY2408;SPC KY1Z     - 1,218,273.394 1,707,435.843   MT  0.99992924   +1 27 20.7
 HY2408;SPC KY1Z     - 3,996,951.96  5,601,812.43   sFT  0.99992924   +1 27 20.7
 HY2408;SPC KY N     -    86,527.721   576,216.404   MT  0.99996760   +0 32 30.7
 HY2408;SPC KY N     -   283,883.03  1,890,469.99   sFT  0.99996760   +0 32 30.7
 HY2408;UTM  17      - 4,239,149.354   291,908.088   MT  1.00013332   -1 28 27.0
 HY2408
 HY2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2408!SPC KY1Z     -   0.99994518  x   0.99992924  =   0.99987443
 HY2408!SPC KY N     -   0.99994518  x   0.99996760  =   0.99991278
 HY2408!UTM  17      -   0.99994518  x   1.00013332  =   1.00007850
 HY2408
 HY2408                          SUPERSEDED SURVEY CONTROL
 HY2408
 HY2408  NAD 83(1986)-  38 16 34.70737(N)    083 22 44.16435(W) AD(       ) 2
 HY2408  NAD 27      -  38 16 34.41700(N)    083 22 44.50100(W) AD(       ) 2
 HY2408
 HY2408.Superseded values are not recommended for survey control.
 HY2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2408.See file dsdata.txt to determine how the superseded data were derived.
 HY2408
 HY2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC9190839149(NAD 83)
 HY2408_MARKER: DD = SURVEY DISK
 HY2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2408+STABILITY: SURFACE MOTION
 HY2408
 HY2408  HISTORY     - Date     Condition        Report By
 HY2408  HISTORY     - 1949     MONUMENTED       USFS
 HY2408
 HY2408                          STATION DESCRIPTION
 HY2408
 HY2408'DESCRIBED BY US FOREST SERVICE 1949 (LWS)
 HY2408'THE STATION IS LOCATED ABOUT 10 MILES WEST OF OLIVE HILL AND 8 MILES
 HY2408'NORTHEAST OF MOREHEAD NEAR AN ABANDONED ROCK QUARRY AND IS ON U.S.
 HY2408'FOREST SERVICE PROPERTY.  IT IS 15 FEET NORTH OF A 12 INCH OAK TREE
 HY2408'WITH 3 BLAZES WHICH ARE SEALED WITH RED PAINT AND 4 FEET SOUTHWEST
 HY2408'OF A 10 INCH LOCUST TREE AND A FENCE CORNER.  THE MARK IS A CONCRETE
 HY2408'POST ABOUT 4 INCHES IN DIAMETER PROJECTING ABOUT 5 INCHES AND THE
 HY2408'DISK IS A STANDARD U.S. FOREST SERVICE DISK STAMPED 7 33.  A TRAVERSE
 HY2408'CONNECTION WAS MADE FROM TRIANGULATION STATION QUARRY AND THE
 HY2408'DISTANCE FOUND TO BE 100.36 FEET (30.589 METERS).
 HY2408'
 HY2408'TO REACH THE STATION FROM THE POSTOFFICE IN MOREHEAD GO NORTHEAST ON
 HY2408'U.S. HIGHWAY 60 FOR 5.1 MILES TO A T ROAD LEFT, TURN LEFT AND GO
 HY2408'NORTH ON ROCK ROAD FOR 3.65 MILES TO A DIM ROAD RIGHT LEADING TO THE
 HY2408'OLD ROCK QUARRY, TURN RIGHT AND GO NORTHEAST ON DIRT ROAD FOR 0.1
 HY2408'MILE TO QUARRY AND THE MARK ON TOP OF HILL AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0341 ***********************************************************************
 JA0341  DESIGNATION -  7 WA USGS
 JA0341  PID         -  JA0341
 JA0341  STATE/COUNTY-  KY/MEADE
 JA0341  USGS QUAD   -  NEW AMSTERDAM (1978)
 JA0341
 JA0341                         *CURRENT SURVEY CONTROL
 JA0341  ___________________________________________________________________
 JA0341* NAD 83(1986)-  38 02 34.     (N)    086 16 56.     (W)     SCALED    
 JA0341* NAVD 88     -       173.395  (meters)     568.88   (feet)  ADJUSTED  
 JA0341  ___________________________________________________________________
 JA0341  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JA0341  DYNAMIC HT  -         173.271 (meters)     568.47  (feet)  COMP
 JA0341  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 JA0341
 JA0341  VERT ORDER  -  FIRST     CLASS II
 JA0341
 JA0341.The horizontal coordinates were scaled from a topographic map and have
 JA0341.an estimated accuracy of +/- 6 seconds.
 JA0341
 JA0341.The orthometric height was determined by differential leveling
 JA0341.and adjusted by the National Geodetic Survey in June 1991..
 JA0341
 JA0341.The geoid height was determined by GEOID03.
 JA0341
 JA0341.The dynamic height is computed by dividing the NAVD 88
 JA0341.geopotential number by the normal gravity value computed on the
 JA0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0341.degrees latitude (g = 980.6199 gals.).
 JA0341
 JA0341.The modeled gravity was interpolated from observed gravity values.
 JA0341
 JA0341;                    North         East    Units  Estimated Accuracy
 JA0341;SPC KY1Z     - 1,189,850.    1,453,290.      MT  (+/- 180 meters Scaled)
 JA0341
 JA0341                          SUPERSEDED SURVEY CONTROL
 JA0341
 JA0341  NGVD 29 (??/??/92)  173.502  (m)          569.23   (f) ADJ UNCH    1 2
 JA0341
 JA0341.Superseded values are not recommended for survey control.
 JA0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0341.See file dsdata.txt to determine how the superseded data were derived.
 JA0341
 JA0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH629108(NAD 83)
 JA0341_MARKER: DD = SURVEY DISK
 JA0341_SETTING: 66 = SET IN ROCK OUTCROP
 JA0341_SP_SET: ROCK OUTCROP
 JA0341_STAMPING: KY 7 WA 1928
 JA0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0341+STABILITY: POSITION/ELEVATION WELL
 JA0341
 JA0341  HISTORY     - Date     Condition        Report By
 JA0341  HISTORY     - 1928     MONUMENTED       USGS
 JA0341  HISTORY     - 1953     GOOD             NGS
 JA0341
 JA0341                          STATION DESCRIPTION
 JA0341
 JA0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JA0341'1.6 MI SE FROM BATTLETOWN.
 JA0341'1.45 MILES SOUTHEAST ALONG STATE HIGHWAY 228 FROM THE SCHOOL
 JA0341'AT BATTLETOWN, THENCE ABOUT 160 YARDS SOUTHWEST ALONG AN OLD
 JA0341'ROAD BED NOW BEING USED AS A FIELD ROAD, 78 FEET NORTHEAST OF
 JA0341'NORTHEAST CORNER OF A SMALL BARN, 24 FEET NORTHWEST OF
 JA0341'CENTER LINE OF OLD ROAD BED, IN THE TOP OF A FLAT ROCK OUTCROP
 JA0341'WHICH IS ABOUT FLUSH WITH GROUND, 42.8 FEET NORTHWEST AND ACROSS
 JA0341'OLD ROAD FROM A FENCE CORNER AND NORTH GATE POST OF A GATE FOR
 JA0341'A FIELD ROAD EAST, AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0716 ***********************************************************************
 GY0716  DESIGNATION -  704
 GY0716  PID         -  GY0716
 GY0716  STATE/COUNTY-  KY/PIKE
 GY0716  USGS QUAD   -  MILLARD (1978)
 GY0716
 GY0716                         *CURRENT SURVEY CONTROL
 GY0716  ___________________________________________________________________
 GY0716* NAD 83(1986)-  37 26 13.     (N)    082 24 52.     (W)     SCALED    
 GY0716* NAVD 88     -       214.507  (meters)     703.76   (feet)  ADJUSTED  
 GY0716  ___________________________________________________________________
 GY0716  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 GY0716  DYNAMIC HT  -         214.341 (meters)     703.22  (feet)  COMP
 GY0716  MODELED GRAV-     979,850.6   (mgal)                       NAVD 88
 GY0716
 GY0716  VERT ORDER  -  SECOND    CLASS 0
 GY0716
 GY0716.The horizontal coordinates were scaled from a topographic map and have
 GY0716.an estimated accuracy of +/- 6 seconds.
 GY0716
 GY0716.The orthometric height was determined by differential leveling
 GY0716.and adjusted by the National Geodetic Survey in June 1991..
 GY0716
 GY0716.The geoid height was determined by GEOID03.
 GY0716
 GY0716.The dynamic height is computed by dividing the NAVD 88
 GY0716.geopotential number by the normal gravity value computed on the
 GY0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0716.degrees latitude (g = 980.6199 gals.).
 GY0716
 GY0716.The modeled gravity was interpolated from observed gravity values.
 GY0716
 GY0716;                    North         East    Units  Estimated Accuracy
 GY0716;SPC KY1Z     - 1,127,760.    1,795,110.      MT  (+/- 180 meters Scaled)
 GY0716
 GY0716                          SUPERSEDED SURVEY CONTROL
 GY0716
 GY0716  NGVD 29 (??/??/92)  214.710  (m)          704.43   (f) ADJ UNCH    2 0
 GY0716
 GY0716.Superseded values are not recommended for survey control.
 GY0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0716.See file dsdata.txt to determine how the superseded data were derived.
 GY0716
 GY0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB748442(NAD 83)
 GY0716_MARKER: DD = SURVEY DISK
 GY0716_SETTING: 80 = SET IN A BOULDER
 GY0716_SP_SET: BOULDER
 GY0716_STAMPING: KY 704.428
 GY0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0716+STABILITY: SURFACE MOTION
 GY0716
 GY0716  HISTORY     - Date     Condition        Report By
 GY0716  HISTORY     - UNK      MONUMENTED       USGS
 GY0716  HISTORY     - 1956     POOR             NGS
 GY0716  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY0716
 GY0716                          STATION DESCRIPTION
 GY0716
 GY0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0716'3.4 MI E FROM MILLARD.
 GY0716'3.3 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE JUNCTION OF STATE
 GY0716'HIGHWAY 80 AT MILLARD, THENCE 0.1 MILE NORTH ALONG A ROAD
 GY0716'FOLLOWING UPPER POMPEY BRANCH, IN THE TOP OF A LARGE BOULDER, 9
 GY0716'FEET EAST OF CENTER OF ROAD, 168 FEET NORTH OF NORTHEAST CORNER
 GY0716'OF UPPER POMPEY SCHOOL, 25 FEET SOUTHEAST OF CENTER OF A SMALL
 GY0716'WOODEN BRIDGE OVER UPPER POMPEY BRANCH, 53 FEET EAST AND ACROSS
 GY0716'ROAD AND CREEK FROM POWER POLE NO. 7579, 48 FEET SOUTHEAST OF
 GY0716'SOUTHEAST CORNER OF YARD AROUND A BROWN SHINGLE HOUSE AND ABOUT
 GY0716'LEVEL WITH ROAD.
 GY0716
 GY0716                          STATION RECOVERY (1976)
 GY0716
 GY0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1129 ***********************************************************************
 GY1129  DESIGNATION -  705
 GY1129  PID         -  GY1129
 GY1129  STATE/COUNTY-  KY/FLOYD
 GY1129  USGS QUAD   -  MC DOWELL (1992)
 GY1129
 GY1129                         *CURRENT SURVEY CONTROL
 GY1129  ___________________________________________________________________
 GY1129* NAD 83(1986)-  37 27 22.     (N)    082 44 10.     (W)     SCALED    
 GY1129* NAVD 88     -       214.534  (meters)     703.85   (feet)  ADJUSTED  
 GY1129  ___________________________________________________________________
 GY1129  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GY1129  DYNAMIC HT  -         214.366 (meters)     703.30  (feet)  COMP
 GY1129  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 GY1129
 GY1129  VERT ORDER  -  SECOND    CLASS 0
 GY1129
 GY1129.The horizontal coordinates were scaled from a topographic map and have
 GY1129.an estimated accuracy of +/- 6 seconds.
 GY1129
 GY1129.The orthometric height was determined by differential leveling
 GY1129.and adjusted by the National Geodetic Survey in June 1991..
 GY1129
 GY1129.The geoid height was determined by GEOID03.
 GY1129
 GY1129.The dynamic height is computed by dividing the NAVD 88
 GY1129.geopotential number by the normal gravity value computed on the
 GY1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1129.degrees latitude (g = 980.6199 gals.).
 GY1129
 GY1129.The modeled gravity was interpolated from observed gravity values.
 GY1129
 GY1129;                    North         East    Units  Estimated Accuracy
 GY1129;SPC KY1Z     - 1,128,920.    1,766,600.      MT  (+/- 180 meters Scaled)
 GY1129
 GY1129                          SUPERSEDED SURVEY CONTROL
 GY1129
 GY1129  NGVD 29 (??/??/92)  214.717  (m)          704.45   (f) ADJ UNCH    2 0
 GY1129
 GY1129.Superseded values are not recommended for survey control.
 GY1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1129.See file dsdata.txt to determine how the superseded data were derived.
 GY1129
 GY1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB464468(NAD 83)
 GY1129_MARKER: Q = CHISELED SQUARE
 GY1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1129_STAMPING: KY 1913 704.451
 GY1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1129+STABILITY: SURFACE MOTION
 GY1129
 GY1129  HISTORY     - Date     Condition        Report By
 GY1129  HISTORY     - 1913     MONUMENTED       USGS
 GY1129  HISTORY     - 1956     POOR             NGS
 GY1129  HISTORY     - 20040330 MARK NOT FOUND   KYDT
 GY1129
 GY1129                          STATION DESCRIPTION
 GY1129
 GY1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1129'AT MC DOWELL.
 GY1129'AT MC DOWELL, 0.25 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM
 GY1129'ITS JUNCTION WITH STATE HIGHWAY 122, 0.15 MILE NORTHWEST OF
 GY1129'MC DOWELL HIGH SCHOOL, 156 FEET NORTH OF CENTER LINE OF BLACK
 GY1129'TOP ROAD AT CENTER OF CROSSING OF C. AND O. RR. SPUR TRACK,
 GY1129'IN THE BACK YARD OF A WHITE HOUSE, 3 FEET WEST OF SOUTH CORNER
 GY1129'OF A SMALL HOUSE WITH TAN BRICK COMPOSITION SIDING, 22 FEET
 GY1129'NORTH OF A 14-INCH LOCUST TREE, 2 FEET BELOW THE LEVEL OF ROAD
 GY1129'AND SET IN THE TOP OF A STONE POST PROJECTING 5 INCHES.
 GY1129
 GY1129                          STATION RECOVERY (2004)
 GY1129
 GY1129'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0434 ***********************************************************************
 GY0434  DESIGNATION -  706
 GY0434  PID         -  GY0434
 GY0434  STATE/COUNTY-  KY/PIKE
 GY0434  USGS QUAD   -  META (1992)
 GY0434
 GY0434                         *CURRENT SURVEY CONTROL
 GY0434  ___________________________________________________________________
 GY0434* NAD 83(1986)-  37 35 28.     (N)    082 29 22.     (W)     SCALED    
 GY0434* NAVD 88     -       215.091  (meters)     705.68   (feet)  ADJUSTED  
 GY0434  ___________________________________________________________________
 GY0434  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GY0434  DYNAMIC HT  -         214.930 (meters)     705.15  (feet)  COMP
 GY0434  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 GY0434
 GY0434  VERT ORDER  -  SECOND    CLASS 0
 GY0434
 GY0434.The horizontal coordinates were scaled from a topographic map and have
 GY0434.an estimated accuracy of +/- 6 seconds.
 GY0434
 GY0434.The orthometric height was determined by differential leveling
 GY0434.and adjusted by the National Geodetic Survey in June 1991..
 GY0434
 GY0434.The geoid height was determined by GEOID03.
 GY0434
 GY0434.The dynamic height is computed by dividing the NAVD 88
 GY0434.geopotential number by the normal gravity value computed on the
 GY0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0434.degrees latitude (g = 980.6199 gals.).
 GY0434
 GY0434.The modeled gravity was interpolated from observed gravity values.
 GY0434
 GY0434;                    North         East    Units  Estimated Accuracy
 GY0434;SPC KY1Z     - 1,144,620.    1,787,880.      MT  (+/- 180 meters Scaled)
 GY0434
 GY0434                          SUPERSEDED SURVEY CONTROL
 GY0434
 GY0434  NGVD 29 (??/??/92)  215.294  (m)          706.34   (f) ADJ UNCH    2 0
 GY0434
 GY0434.Superseded values are not recommended for survey control.
 GY0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0434.See file dsdata.txt to determine how the superseded data were derived.
 GY0434
 GY0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB685614(NAD 83)
 GY0434_MARKER: DB = BENCH MARK DISK
 GY0434_SETTING: 66 = SET IN ROCK OUTCROP
 GY0434_SP_SET: ROCK LEDGE
 GY0434_STAMPING: KY 706.344
 GY0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0434+STABILITY: POSITION/ELEVATION WELL
 GY0434
 GY0434  HISTORY     - Date     Condition        Report By
 GY0434  HISTORY     - UNK      MONUMENTED       USGS
 GY0434  HISTORY     - 1956     GOOD             NGS
 GY0434
 GY0434                          STATION DESCRIPTION
 GY0434
 GY0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0434'0.5 MI NW FROM JOHNS CREEK.
 GY0434'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 304 FROM HIGH SCHOOL AT JOHNS
 GY0434'CREEK, 71 YARDS NORTHEAST ALONG CREEK ROAD LEADING UP SCOTTS
 GY0434'BRANCH, 203 FEET NORTHEAST OF CENTER OF HIGHWAY, 8.5 FEET EAST
 GY0434'SOUTHEAST OF CENTER OF ROAD FOLLOWING CREEK, 4 FEET NORTHEAST
 GY0434'OF A 4-INCH SYCAMORE TREE, SET IN THE TOP OF A SMALL EXPOSED
 GY0434'PART OF A ROCK LEDGE, (THE EXPOSED PART IS 1 FOOT WIDE AND 1.5
 GY0434'FEET HIGH) AND IT IS PART OF CREEK BANK, ABOUT 1.5 FEET BELOW
 GY0434'THE FOOT PATH, WHICH PARALLELS THE CREEK AND ROAD, 2.5 FEET ABOVE
 GY0434'THE ROAD AND CREEK BED.  NOTE-- THIS MARK IS NOT TO BE CONFUSED
 GY0434'WITH MARK OF IDENTICAL STAMPING AND DESIGNATION WHICH IS LOCATED
 GY0434'ABOUT 2.7 MILES NORTHWEST OF THIS MARK ON ROAD FOLLOWING MILLER
 GY0434'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1594 ***********************************************************************
 GY1594  DESIGNATION -  706
 GY1594  PID         -  GY1594
 GY1594  STATE/COUNTY-  KY/PIKE
 GY1594  USGS QUAD   -  BROAD BOTTOM (1992)
 GY1594
 GY1594                         *CURRENT SURVEY CONTROL
 GY1594  ___________________________________________________________________
 GY1594* NAD 83(1986)-  37 35 41.     (N)    082 31 26.     (W)     SCALED    
 GY1594* NAVD 88     -       215.051  (meters)     705.55   (feet)  ADJUSTED  
 GY1594  ___________________________________________________________________
 GY1594  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GY1594  DYNAMIC HT  -         214.891 (meters)     705.02  (feet)  COMP
 GY1594  MODELED GRAV-     979,880.0   (mgal)                       NAVD 88
 GY1594
 GY1594  VERT ORDER  -  SECOND    CLASS 0
 GY1594
 GY1594.The horizontal coordinates were scaled from a topographic map and have
 GY1594.an estimated accuracy of +/- 6 seconds.
 GY1594
 GY1594.The orthometric height was determined by differential leveling
 GY1594.and adjusted by the National Geodetic Survey in June 1991..
 GY1594
 GY1594.The geoid height was determined by GEOID03.
 GY1594
 GY1594.The dynamic height is computed by dividing the NAVD 88
 GY1594.geopotential number by the normal gravity value computed on the
 GY1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1594.degrees latitude (g = 980.6199 gals.).
 GY1594
 GY1594.The modeled gravity was interpolated from observed gravity values.
 GY1594
 GY1594;                    North         East    Units  Estimated Accuracy
 GY1594;SPC KY1Z     - 1,144,920.    1,784,830.      MT  (+/- 180 meters Scaled)
 GY1594
 GY1594                          SUPERSEDED SURVEY CONTROL
 GY1594
 GY1594  NGVD 29 (??/??/92)  215.255  (m)          706.22   (f) ADJ UNCH    2 0
 GY1594
 GY1594.Superseded values are not recommended for survey control.
 GY1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1594.See file dsdata.txt to determine how the superseded data were derived.
 GY1594
 GY1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB654619(NAD 83)
 GY1594_MARKER: DD = SURVEY DISK
 GY1594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1594_SP_SET: BRIDGE SEAT
 GY1594_STAMPING: KY 706.216
 GY1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1594
 GY1594  HISTORY     - Date     Condition        Report By
 GY1594  HISTORY     - UNK      MONUMENTED       USGS
 GY1594  HISTORY     - 1956     POOR             NGS
 GY1594  HISTORY     - 20010612 MARK NOT FOUND   KYDT
 GY1594
 GY1594                          STATION DESCRIPTION
 GY1594
 GY1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1594'3.2 MI NW FROM JOHNS CREEK.
 GY1594'3.1 MILES NORTHWEST ALONG STATE HIGHWAY 304 FROM THE HIGH SCHOOL
 GY1594'AT JOHNS CREEK, THENCE 0.1 MILE SOUTHEAST ALONG ROAD LEADING
 GY1594'UP STREAM ALONG MILLER CREEK, AT THE SOUTHEAST END OF A 150-FOOT
 GY1594'WOOD DECK STEEL TRUSS BRIDGE, 10 FEET SOUTHWEST OF THE CENTER
 GY1594'OF BRIDGE FLOOR, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GY1594'CONCRETE BRIDGE SEAT, ABOUT 1.5 FEET BELOW THE LEVEL OF BRIDGE
 GY1594'FLOOR.  NOTE-- THIS MARK IS NOT TO BE CONFUSED WITH MARK IDENTICAL
 GY1594'DESIGNATION AND STAMPING WHICH IS LOCATED 2.7 MILES SOUTHEAST
 GY1594'OF THIS MARK AT SCOTTS BRANCH.
 GY1594
 GY1594                          STATION RECOVERY (2001)
 GY1594
 GY1594'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1594'A NEW BRDGE HAS BEEN BUILT AT LOCATION, NO SIGN OF RESET, CONSIDER
 GY1594'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1787 ***********************************************************************
 HY1787  DESIGNATION -  713.1
 HY1787  PID         -  HY1787
 HY1787  STATE/COUNTY-  KY/NICHOLAS
 HY1787  USGS QUAD   -  MOOREFIELD (1978)
 HY1787
 HY1787                         *CURRENT SURVEY CONTROL
 HY1787  ___________________________________________________________________
 HY1787* NAD 83(1986)-  38 20 11.     (N)    083 58 03.     (W)     SCALED    
 HY1787* NAVD 88     -       217.050  (meters)     712.10   (feet)  ADJUSTED  
 HY1787  ___________________________________________________________________
 HY1787  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HY1787  DYNAMIC HT  -         216.894 (meters)     711.59  (feet)  COMP
 HY1787  MODELED GRAV-     979,906.5   (mgal)                       NAVD 88
 HY1787
 HY1787  VERT ORDER  -  SECOND    CLASS 0
 HY1787
 HY1787.The horizontal coordinates were scaled from a topographic map and have
 HY1787.an estimated accuracy of +/- 6 seconds.
 HY1787
 HY1787.The orthometric height was determined by differential leveling
 HY1787.and adjusted by the National Geodetic Survey in June 1991..
 HY1787
 HY1787.The geoid height was determined by GEOID03.
 HY1787
 HY1787.The dynamic height is computed by dividing the NAVD 88
 HY1787.geopotential number by the normal gravity value computed on the
 HY1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1787.degrees latitude (g = 980.6199 gals.).
 HY1787
 HY1787.The modeled gravity was interpolated from observed gravity values.
 HY1787
 HY1787;                    North         East    Units  Estimated Accuracy
 HY1787;SPC KY1Z     - 1,223,800.    1,655,820.      MT  (+/- 180 meters Scaled)
 HY1787
 HY1787                          SUPERSEDED SURVEY CONTROL
 HY1787
 HY1787  NGVD 29 (??/??/92)  217.242  (m)          712.73   (f) ADJ UNCH    2 0
 HY1787
 HY1787.Superseded values are not recommended for survey control.
 HY1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1787.See file dsdata.txt to determine how the superseded data were derived.
 HY1787
 HY1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC406473(NAD 83)
 HY1787_MARKER: Q = CHISELED SQUARE
 HY1787_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1787_SP_SET: ABUTMENT
 HY1787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1787
 HY1787  HISTORY     - Date     Condition        Report By
 HY1787  HISTORY     - UNK      MONUMENTED       USGS
 HY1787  HISTORY     - 1955     GOOD             NGS
 HY1787
 HY1787                          STATION DESCRIPTION
 HY1787
 HY1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1787'2.2 MI SW FROM MYERS.
 HY1787'0.85 MILE SOUTHWEST ALONG STATE HIGHWAY 32 FROM ROAD WEST TO THE
 HY1787'LOUISVILLE AND NASHVILLE RAILROAD TRACKS AND STATION SITE AT
 HY1787'MEYERS, (STATION HAS BEEN TORN DOWN), THENCE WALK SOUTHEAST
 HY1787'ALONG TRACK FOR 1.4 MILES TO BRIDGE NO. 87, 75 FEET SOUTHWEST
 HY1787'OF MILE POST 136, CHISELED IN THE TOP OF THE NORTHWEST END OF
 HY1787'THE NORTHEAST ABUTMENT, 11 FEET NORTHWEST OF THE NORTHWEST RAIL.
 HY1787'NOTE-- 4.3 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HY1787'RAILROAD FROM THE STATION AT CARLISLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0373 ***********************************************************************
 HZ0373  DESIGNATION -  714
 HZ0373  PID         -  HZ0373
 HZ0373  STATE/COUNTY-  KY/FRANKLIN
 HZ0373  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0373
 HZ0373                         *CURRENT SURVEY CONTROL
 HZ0373  ___________________________________________________________________
 HZ0373* NAD 83(1986)-  38 13 11.     (N)    084 49 16.     (W)     SCALED    
 HZ0373* NAVD 88     -       217.526  (meters)     713.67   (feet)  ADJUSTED  
 HZ0373  ___________________________________________________________________
 HZ0373  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 HZ0373  DYNAMIC HT  -         217.372 (meters)     713.16  (feet)  COMP
 HZ0373  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 HZ0373
 HZ0373  VERT ORDER  -  FIRST     CLASS II
 HZ0373
 HZ0373.The horizontal coordinates were scaled from a topographic map and have
 HZ0373.an estimated accuracy of +/- 6 seconds.
 HZ0373
 HZ0373.The orthometric height was determined by differential leveling
 HZ0373.and adjusted by the National Geodetic Survey in June 1991..
 HZ0373
 HZ0373.The geoid height was determined by GEOID03.
 HZ0373
 HZ0373.The dynamic height is computed by dividing the NAVD 88
 HZ0373.geopotential number by the normal gravity value computed on the
 HZ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0373.degrees latitude (g = 980.6199 gals.).
 HZ0373
 HZ0373.The modeled gravity was interpolated from observed gravity values.
 HZ0373
 HZ0373;                    North         East    Units  Estimated Accuracy
 HZ0373;SPC KY1Z     - 1,209,760.    1,581,340.      MT  (+/- 180 meters Scaled)
 HZ0373
 HZ0373                          SUPERSEDED SURVEY CONTROL
 HZ0373
 HZ0373  NGVD 29 (??/??/92)  217.698  (m)          714.23   (f) ADJ UNCH    1 2
 HZ0373
 HZ0373.Superseded values are not recommended for survey control.
 HZ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0373.See file dsdata.txt to determine how the superseded data were derived.
 HZ0373
 HZ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH907324(NAD 83)
 HZ0373_MARKER: DD = SURVEY DISK
 HZ0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0373_SP_SET: CULVERT
 HZ0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0373
 HZ0373  HISTORY     - Date     Condition        Report By
 HZ0373  HISTORY     - UNK      MONUMENTED       USGS
 HZ0373  HISTORY     - 1949     POOR             NGS
 HZ0373  HISTORY     - 1960     GOOD             NGS
 HZ0373
 HZ0373                          STATION DESCRIPTION
 HZ0373
 HZ0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0373'1.6 MI SW FROM ELKHORN.
 HZ0373'ABOUT 1.55 MILES SOUTHWEST ALONG THE FRANKFORT AND CINCINNATI
 HZ0373'RAILROAD FROM THE STATION AT ELKHORN, 392 FEET SOUTHWEST AND
 HZ0373'ACROSS THE TRACK FROM THE WEST CORNER OF STEDMANTOWN FLAG
 HZ0373'STATION, 447 FEET SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD
 HZ0373'CROSSING, 110 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 6 FEET
 HZ0373'NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF THE NORTHEAST
 HZ0373'END OF THE NORTHWEST HEAD WALL OF A SMALL STONE CULVERT UNDER
 HZ0373'TRACKS AND ABOUT 1 1/2 FEET BELOW THE TRACK.  NOTE-- ABOUT
 HZ0373'1/2 OF DISK HAS BEEN CUT OFF AND NONE OF THE STAMPING IS LEGIBLE.
 HZ0373
 HZ0373                          STATION RECOVERY (1960)
 HZ0373
 HZ0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HZ0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0848 ***********************************************************************
 GY0848  DESIGNATION -  714
 GY0848  PID         -  GY0848
 GY0848  STATE/COUNTY-  KY/PIKE
 GY0848  USGS QUAD   -  PIKEVILLE (1992)
 GY0848
 GY0848                         *CURRENT SURVEY CONTROL
 GY0848  ___________________________________________________________________
 GY0848* NAD 83(1986)-  37 24 10.     (N)    082 31 12.     (W)     SCALED    
 GY0848* NAVD 88     -       217.389  (meters)     713.22   (feet)  ADJUSTED  
 GY0848  ___________________________________________________________________
 GY0848  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GY0848  DYNAMIC HT  -         217.220 (meters)     712.66  (feet)  COMP
 GY0848  MODELED GRAV-     979,849.9   (mgal)                       NAVD 88
 GY0848
 GY0848  VERT ORDER  -  SECOND    CLASS 0
 GY0848
 GY0848.The horizontal coordinates were scaled from a topographic map and have
 GY0848.an estimated accuracy of +/- 6 seconds.
 GY0848
 GY0848.The orthometric height was determined by differential leveling
 GY0848.and adjusted by the National Geodetic Survey in June 1991..
 GY0848
 GY0848.The geoid height was determined by GEOID03.
 GY0848
 GY0848.The dynamic height is computed by dividing the NAVD 88
 GY0848.geopotential number by the normal gravity value computed on the
 GY0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0848.degrees latitude (g = 980.6199 gals.).
 GY0848
 GY0848.The modeled gravity was interpolated from observed gravity values.
 GY0848
 GY0848;                    North         East    Units  Estimated Accuracy
 GY0848;SPC KY1Z     - 1,123,640.    1,785,910.      MT  (+/- 180 meters Scaled)
 GY0848
 GY0848                          SUPERSEDED SURVEY CONTROL
 GY0848
 GY0848  NGVD 29 (??/??/92)  217.587  (m)          713.87   (f) ADJ UNCH    2 0
 GY0848
 GY0848.Superseded values are not recommended for survey control.
 GY0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0848.See file dsdata.txt to determine how the superseded data were derived.
 GY0848
 GY0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB654406(NAD 83)
 GY0848_MARKER: DD = SURVEY DISK
 GY0848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0848_SP_SET: BRIDGE
 GY0848_STAMPING: KENTUCKY 713.867
 GY0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0848
 GY0848  HISTORY     - Date     Condition        Report By
 GY0848  HISTORY     - UNK      MONUMENTED       USGS
 GY0848  HISTORY     - 1956     POOR             NGS
 GY0848
 GY0848                          STATION DESCRIPTION
 GY0848
 GY0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0848'3.2 MI SW FROM SHELBY.
 GY0848'3.2 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 GY0848'THE STATION AT SHELBY, 0.1 MILE NORTH OF STATION SIGN AT COLLINS,
 GY0848'5 FEET EAST OF THE EAST RAIL, IN THE TOP OF THE EAST END OF THE
 GY0848'SOUTH ABUTMENT OF RAILROAD BRIDGE NO. 32 OVER SHELBY CREEK, 1
 GY0848'FOOT BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1109 ***********************************************************************
 HZ1109  DESIGNATION -  715.72
 HZ1109  PID         -  HZ1109
 HZ1109  STATE/COUNTY-  KY/HENRY
 HZ1109  USGS QUAD   -  SMITHFIELD (1993)
 HZ1109
 HZ1109                         *CURRENT SURVEY CONTROL
 HZ1109  ___________________________________________________________________
 HZ1109* NAD 83(1986)-  38 29 10.     (N)    085 17 27.     (W)     SCALED    
 HZ1109* NAVD 88     -       217.941  (meters)     715.03   (feet)  ADJUSTED  
 HZ1109  ___________________________________________________________________
 HZ1109  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HZ1109  DYNAMIC HT  -         217.793 (meters)     714.54  (feet)  COMP
 HZ1109  MODELED GRAV-     979,945.2   (mgal)                       NAVD 88
 HZ1109
 HZ1109  VERT ORDER  -  SECOND    CLASS 0
 HZ1109
 HZ1109.The horizontal coordinates were scaled from a topographic map and have
 HZ1109.an estimated accuracy of +/- 6 seconds.
 HZ1109
 HZ1109.The orthometric height was determined by differential leveling
 HZ1109.and adjusted by the National Geodetic Survey in June 1991..
 HZ1109
 HZ1109.The geoid height was determined by GEOID03.
 HZ1109
 HZ1109.The dynamic height is computed by dividing the NAVD 88
 HZ1109.geopotential number by the normal gravity value computed on the
 HZ1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1109.degrees latitude (g = 980.6199 gals.).
 HZ1109
 HZ1109.The modeled gravity was interpolated from observed gravity values.
 HZ1109
 HZ1109;                    North         East    Units  Estimated Accuracy
 HZ1109;SPC KY1Z     - 1,239,020.    1,540,060.      MT  (+/- 180 meters Scaled)
 HZ1109
 HZ1109                          SUPERSEDED SURVEY CONTROL
 HZ1109
 HZ1109  NGVD 29 (??/??/92)  218.107  (m)          715.57   (f) ADJ UNCH    2 0
 HZ1109
 HZ1109.Superseded values are not recommended for survey control.
 HZ1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1109.See file dsdata.txt to determine how the superseded data were derived.
 HZ1109
 HZ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH490611(NAD 83)
 HZ1109_MARKER: Q = CHISELED SQUARE
 HZ1109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1109_SP_SET: ABUTMENT
 HZ1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1109
 HZ1109  HISTORY     - Date     Condition        Report By
 HZ1109  HISTORY     - UNK      MONUMENTED       USGS
 HZ1109  HISTORY     - 1950     GOOD             NGS
 HZ1109
 HZ1109                          STATION DESCRIPTION
 HZ1109
 HZ1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ1109'1.3 MI SW FROM SULPHUR.
 HZ1109'ABOUT 1.3 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1109'RAILROAD FROM THE STATION AT SULPHUR, A CHISELED OUTLINE
 HZ1109'SQUARE ON THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 HZ1109'ABUTMENT OF STEEL GIRDER BRIDGE NO. 5 OVER LITTLE KENTUCKY
 HZ1109'RIVER, 32 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD CROSSING,
 HZ1109'4.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND ABOUT 2 FEET BELOW
 HZ1109'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0442 ***********************************************************************
 HA0442  DESIGNATION -  717 A
 HA0442  PID         -  HA0442
 HA0442  STATE/COUNTY-  KY/HANCOCK
 HA0442  USGS QUAD   -  CANNELTON (1993)
 HA0442
 HA0442                         *CURRENT SURVEY CONTROL
 HA0442  ___________________________________________________________________
 HA0442* NAD 83(1986)-  37 53 21.     (N)    086 42 31.     (W)     SCALED    
 HA0442* NAVD 88     -       118.435  (meters)     388.57   (feet)  ADJUSTED  
 HA0442  ___________________________________________________________________
 HA0442  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HA0442  DYNAMIC HT  -         118.351 (meters)     388.29  (feet)  COMP
 HA0442  MODELED GRAV-     979,919.9   (mgal)                       NAVD 88
 HA0442
 HA0442  VERT ORDER  -  FIRST     CLASS II
 HA0442
 HA0442.The horizontal coordinates were scaled from a topographic map and have
 HA0442.an estimated accuracy of +/- 6 seconds.
 HA0442
 HA0442.The orthometric height was determined by differential leveling
 HA0442.and adjusted by the National Geodetic Survey in June 1991..
 HA0442
 HA0442.The geoid height was determined by GEOID03.
 HA0442
 HA0442.The dynamic height is computed by dividing the NAVD 88
 HA0442.geopotential number by the normal gravity value computed on the
 HA0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0442.degrees latitude (g = 980.6199 gals.).
 HA0442
 HA0442.The modeled gravity was interpolated from observed gravity values.
 HA0442
 HA0442;                    North         East    Units  Estimated Accuracy
 HA0442;SPC KY1Z     - 1,173,100.    1,415,690.      MT  (+/- 180 meters Scaled)
 HA0442
 HA0442                          SUPERSEDED SURVEY CONTROL
 HA0442
 HA0442  NGVD 29 (??/??/92)  118.540  (m)          388.91   (f) ADJ UNCH    1 2
 HA0442
 HA0442.Superseded values are not recommended for survey control.
 HA0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0442.See file dsdata.txt to determine how the superseded data were derived.
 HA0442
 HA0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG256935(NAD 83)
 HA0442_MARKER: Q = CHISELED SQUARE
 HA0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0442_SP_SET: BRIDGE
 HA0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0442
 HA0442  HISTORY     - Date     Condition        Report By
 HA0442  HISTORY     - UNK      MONUMENTED       DOD
 HA0442  HISTORY     - 1953     GOOD             NGS
 HA0442
 HA0442                          STATION DESCRIPTION
 HA0442
 HA0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0442'3.8 MI SE FROM HAWESVILLE.
 HA0442'ABOUT 3.15 MILES SOUTHEAST AND EAST ALONG U.S. HIGHWAY 60 FROM
 HA0442'THE COURT HOUSE AT HAWESVILLE, THENCE ABOUT 0.7 MILE NORTH
 HA0442'AND NORTHEAST ALONG A GRAVEL ROAD LEADING TO SKILLMAN, ABOUT 0.5
 HA0442'MILE NORTHEAST OF CROSSING OF LOUISVILLE AND NASHVILLE RAILROAD,
 HA0442'IN THE TOP OF THE WEST END OF NORTH STONE ABUTMENT OF STEEL
 HA0442'BRIDGE OVER INDIAN CREEK, 8 1/2 FEET WEST OF CENTER LINE OF
 HA0442'BRIDGE, 1 FOOT NORTHEAST OF SOUTHWEST CORNER OF ABUTMENT, 1/2
 HA0442'FOOT BELOW LEVEL OF ROAD AND IS A 2-INCH OUTLINED SQUARE WITH
 HA0442'LETTERS U S CUT IN STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0547 ***********************************************************************
 GY0547  DESIGNATION -  719
 GY0547  PID         -  GY0547
 GY0547  STATE/COUNTY-  KY/PIKE
 GY0547  USGS QUAD   -  HELLIER (1978)
 GY0547
 GY0547                         *CURRENT SURVEY CONTROL
 GY0547  ___________________________________________________________________
 GY0547* NAD 83(1986)-  37 21 52.     (N)    082 24 40.     (W)     SCALED    
 GY0547* NAVD 88     -       218.841  (meters)     717.98   (feet)  ADJUSTED  
 GY0547  ___________________________________________________________________
 GY0547  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY0547  DYNAMIC HT  -         218.670 (meters)     717.42  (feet)  COMP
 GY0547  MODELED GRAV-     979,847.4   (mgal)                       NAVD 88
 GY0547
 GY0547  VERT ORDER  -  SECOND    CLASS 0
 GY0547
 GY0547.The horizontal coordinates were scaled from a topographic map and have
 GY0547.an estimated accuracy of +/- 6 seconds.
 GY0547
 GY0547.The orthometric height was determined by differential leveling
 GY0547.and adjusted by the National Geodetic Survey in June 1991..
 GY0547
 GY0547.The geoid height was determined by GEOID03.
 GY0547
 GY0547.The dynamic height is computed by dividing the NAVD 88
 GY0547.geopotential number by the normal gravity value computed on the
 GY0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0547.degrees latitude (g = 980.6199 gals.).
 GY0547
 GY0547.The modeled gravity was interpolated from observed gravity values.
 GY0547
 GY0547;                    North         East    Units  Estimated Accuracy
 GY0547;SPC KY1Z     - 1,119,730.    1,795,700.      MT  (+/- 180 meters Scaled)
 GY0547
 GY0547                          SUPERSEDED SURVEY CONTROL
 GY0547
 GY0547  NGVD 29 (??/??/92)  219.042  (m)          718.64   (f) ADJ UNCH    2 0
 GY0547
 GY0547.Superseded values are not recommended for survey control.
 GY0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0547.See file dsdata.txt to determine how the superseded data were derived.
 GY0547
 GY0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB750362(NAD 83)
 GY0547_MARKER: DD = SURVEY DISK
 GY0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0547_SP_SET: BRIDGE
 GY0547_STAMPING: KY 718.640
 GY0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0547
 GY0547  HISTORY     - Date     Condition        Report By
 GY0547  HISTORY     - UNK      MONUMENTED       USGS
 GY0547  HISTORY     - 1956     GOOD             NGS
 GY0547  HISTORY     - 20020722 MARK NOT FOUND   KYDT
 GY0547
 GY0547                          STATION DESCRIPTION
 GY0547
 GY0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0547'AT MORROWBONE.
 GY0547'AT MARROWBONE, ALONG THE CHESAPEAKE AND OHIO RAILROAD, 21 RAILS
 GY0547'SOUTHEAST OF SIGN MARROWBONE JUNCTION, AT RAILROAD BRIDGE NO.
 GY0547'1206 OVER MARROWBONE CREEK, IN THE SECOND STEP DOWN FROM TOP
 GY0547'OF THE SOUTHEAST WING WALL, 9 FEET EAST OF THE EAST RAIL, AND
 GY0547'2 FEET BELOW THE LEVEL OF TRACK, A U.S.G.S. STANDARD DISK.
 GY0547
 GY0547                          STATION RECOVERY (2002)
 GY0547
 GY0547'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0547'MARK, IF HERE, WOULD BE UNDER A CONCRETE CAP ATOP STONE WING WALL,
 GY0547'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0040 ***********************************************************************
 HA0040  DESIGNATION -  719.2
 HA0040  PID         -  HA0040
 HA0040  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0040  USGS QUAD   -  HARDINSBURG (1993)
 HA0040
 HA0040                         *CURRENT SURVEY CONTROL
 HA0040  ___________________________________________________________________
 HA0040* NAD 83(1986)-  37 45 19.     (N)    086 25 42.     (W)     SCALED    
 HA0040* NAVD 88     -       219.051  (meters)     718.67   (feet)  ADJUSTED  
 HA0040  ___________________________________________________________________
 HA0040  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HA0040  DYNAMIC HT  -         218.892 (meters)     718.15  (feet)  COMP
 HA0040  MODELED GRAV-     979,899.6   (mgal)                       NAVD 88
 HA0040
 HA0040  VERT ORDER  -  SECOND    CLASS 0
 HA0040
 HA0040.The horizontal coordinates were scaled from a topographic map and have
 HA0040.an estimated accuracy of +/- 6 seconds.
 HA0040
 HA0040.The orthometric height was determined by differential leveling
 HA0040.and adjusted by the National Geodetic Survey in June 1991..
 HA0040
 HA0040.The geoid height was determined by GEOID03.
 HA0040
 HA0040.The dynamic height is computed by dividing the NAVD 88
 HA0040.geopotential number by the normal gravity value computed on the
 HA0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0040.degrees latitude (g = 980.6199 gals.).
 HA0040
 HA0040.The modeled gravity was interpolated from observed gravity values.
 HA0040
 HA0040;                    North         East    Units  Estimated Accuracy
 HA0040;SPC KY1Z     - 1,158,030.    1,440,230.      MT  (+/- 180 meters Scaled)
 HA0040
 HA0040                          SUPERSEDED SURVEY CONTROL
 HA0040
 HA0040  NGVD 29 (??/??/92)  219.197  (m)          719.15   (f) ADJ UNCH    2 0
 HA0040
 HA0040.Superseded values are not recommended for survey control.
 HA0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0040.See file dsdata.txt to determine how the superseded data were derived.
 HA0040
 HA0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG503788(NAD 83)
 HA0040_MARKER: N = NAIL
 HA0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0040_SP_SET: OAK TREE
 HA0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0040
 HA0040  HISTORY     - Date     Condition        Report By
 HA0040  HISTORY     - UNK      MONUMENTED       USGS
 HA0040  HISTORY     - 1954     GOOD             NGS
 HA0040
 HA0040                          STATION DESCRIPTION
 HA0040
 HA0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HA0040'0.8 MI SW FROM HARNED.
 HA0040'0.8 MILE SOUTHWEST OF HARNED, BRECKINRIDGE COUNTY, 55.7 FEET
 HA0040'SOUTH OF THE ABANDONED LOUISVILLE AND NASHVILLE RAILROAD, 31.3
 HA0040'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 60, 21 FEET SOUTHWEST
 HA0040'OF THE CENTERLINE OF A DIRT ROAD, IN THE SOUTHWEST SIDE OF A
 HA0040'12-INCH OAK TREE, AND 2.5 FEET BELOW THE LEVEL OF THE TRACK.
 HA0040'NOTE-- ONLY ONE LOCATION FOUND THAT FITS DESCRIPTION FAIRLY WELL
 HA0040'AND IT WAS CONSIDERABLY MORE THAN 0.8 MILE FROM THE OLD RAILROAD
 HA0040'STATION.  NO NAIL WAS FOUND IN TREE AT THE POINT SEARCHED FOR,
 HA0040'HOWEVER BARK MAY HAVE COVERED NAIL AND IT MAY NOT BE VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1438 ***********************************************************************
 HZ1438  DESIGNATION -  722
 HZ1438  PID         -  HZ1438
 HZ1438  STATE/COUNTY-  KY/JEFFERSON
 HZ1438  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1438
 HZ1438                         *CURRENT SURVEY CONTROL
 HZ1438  ___________________________________________________________________
 HZ1438* NAD 83(1986)-  38 14 43.     (N)    085 32 22.     (W)     SCALED    
 HZ1438* NAVD 88     -       219.758  (meters)     720.99   (feet)  ADJUSTED  
 HZ1438  ___________________________________________________________________
 HZ1438  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1438  DYNAMIC HT  -         219.610 (meters)     720.50  (feet)  COMP
 HZ1438  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 HZ1438
 HZ1438  VERT ORDER  -  FIRST     CLASS II
 HZ1438
 HZ1438.The horizontal coordinates were scaled from a topographic map and have
 HZ1438.an estimated accuracy of +/- 6 seconds.
 HZ1438
 HZ1438.The orthometric height was determined by differential leveling
 HZ1438.and adjusted by the National Geodetic Survey in June 1991..
 HZ1438
 HZ1438.The geoid height was determined by GEOID03.
 HZ1438
 HZ1438.The dynamic height is computed by dividing the NAVD 88
 HZ1438.geopotential number by the normal gravity value computed on the
 HZ1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1438.degrees latitude (g = 980.6199 gals.).
 HZ1438
 HZ1438.The modeled gravity was interpolated from observed gravity values.
 HZ1438
 HZ1438;                    North         East    Units  Estimated Accuracy
 HZ1438;SPC KY1Z     - 1,212,220.    1,518,430.      MT  (+/- 180 meters Scaled)
 HZ1438
 HZ1438                          SUPERSEDED SURVEY CONTROL
 HZ1438
 HZ1438  NGVD 29 (??/??/92)  219.910  (m)          721.49   (f) ADJ UNCH    1 2
 HZ1438
 HZ1438.Superseded values are not recommended for survey control.
 HZ1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1438.See file dsdata.txt to determine how the superseded data were derived.
 HZ1438
 HZ1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH278340(NAD 83)
 HZ1438_MARKER: DD = SURVEY DISK
 HZ1438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1438_SP_SET: FOUNDATION
 HZ1438_STAMPING: 722 1903 ADJ
 HZ1438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1438
 HZ1438  HISTORY     - Date     Condition        Report By
 HZ1438  HISTORY     - 1903     MONUMENTED       USGS
 HZ1438  HISTORY     - 1954     GOOD             NGS
 HZ1438  HISTORY     - 1981     GOOD             KYDT
 HZ1438
 HZ1438                          STATION DESCRIPTION
 HZ1438
 HZ1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1438'AT MIDDLETOWN.
 HZ1438'AT MIDDLETOWN, AT THE INTERSECTION OF POPE LICK ROAD AND
 HZ1438'MIDDLETOWN CUT-OFF, SET VERTICALLY IN THE WEST FACE OF THE STONE
 HZ1438'FOUNDATION OF THE NORTH WING OF THE METHODIST CHURCH, 1 1/2
 HZ1438'FEET SOUTH OF NORTHWEST CORNER OF NORTH WING OF BUILDING AND
 HZ1438'ABOUT 2 FEET ABOVE SIDE WALK.
 HZ1438
 HZ1438                          STATION RECOVERY (1981)
 HZ1438
 HZ1438'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1525 ***********************************************************************
 HY1525  DESIGNATION -  722.5
 HY1525  PID         -  HY1525
 HY1525  STATE/COUNTY-  KY/ROWAN
 HY1525  USGS QUAD   -  MOREHEAD (1978)
 HY1525
 HY1525                         *CURRENT SURVEY CONTROL
 HY1525  ___________________________________________________________________
 HY1525* NAD 83(1986)-  38 10 49.     (N)    083 26 10.     (W)     SCALED    
 HY1525* NAVD 88     -       220.099  (meters)     722.11   (feet)  ADJUSTED  
 HY1525  ___________________________________________________________________
 HY1525  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HY1525  DYNAMIC HT  -         219.948 (meters)     721.61  (feet)  COMP
 HY1525  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 HY1525
 HY1525  VERT ORDER  -  FIRST     CLASS I
 HY1525
 HY1525.The horizontal coordinates were scaled from a topographic map and have
 HY1525.an estimated accuracy of +/- 6 seconds.
 HY1525
 HY1525.The orthometric height was determined by differential leveling
 HY1525.and adjusted by the National Geodetic Survey in June 1991..
 HY1525
 HY1525.The geoid height was determined by GEOID03.
 HY1525
 HY1525.The dynamic height is computed by dividing the NAVD 88
 HY1525.geopotential number by the normal gravity value computed on the
 HY1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1525.degrees latitude (g = 980.6199 gals.).
 HY1525
 HY1525.The modeled gravity was interpolated from observed gravity values.
 HY1525
 HY1525;                    North         East    Units  Estimated Accuracy
 HY1525;SPC KY1Z     - 1,207,490.    1,702,700.      MT  (+/- 180 meters Scaled)
 HY1525
 HY1525                          SUPERSEDED SURVEY CONTROL
 HY1525
 HY1525  NGVD 29 (??/??/92)  220.272  (m)          722.68   (f) ADJ UNCH    1 1
 HY1525
 HY1525.Superseded values are not recommended for survey control.
 HY1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1525.See file dsdata.txt to determine how the superseded data were derived.
 HY1525
 HY1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC866286(NAD 83)
 HY1525_MARKER: DD = SURVEY DISK
 HY1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1525_STAMPING: 722.594
 HY1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1525+STABILITY: SURFACE MOTION
 HY1525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1525+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005
 HY1525
 HY1525  HISTORY     - Date     Condition        Report By
 HY1525  HISTORY     - UNK      MONUMENTED       USGS
 HY1525  HISTORY     - 1967     GOOD             NGS
 HY1525  HISTORY     - 19970825 GOOD             KYDT
 HY1525  HISTORY     - 20050321 GOOD             NGS
 HY1525
 HY1525                          STATION DESCRIPTION
 HY1525
 HY1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1525'AT MOREHEAD.
 HY1525'AT MOREHEAD, ABOUT 0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 60
 HY1525'(MAIN STREET) FROM THE COURTHOUSE, ABOUT 0.1 MILE SOUTHWEST OF
 HY1525'THE POST OFFICE BUILDING, AT THE INTERSECTION OF HARGIS AVENUE,
 HY1525'65 FEET SOUTHWEST OF THE SOUTH CORNER OF THE MIDLAND TRAIL
 HY1525'MOTEL, 19.4 FEET SOUTHEAST OF THE SOUTH CORNER OF A TWO-STORIED
 HY1525'WHITE FRAME BUILDING, 10 FEET NORTHWEST OF THE NORTHWEST CURB
 HY1525'OF MAIN STREET, 6.8 FEET NORTHEAST OF THE NORTHEAST CURB LINE
 HY1525'OF HARGIS AVENUE, ABOUT FLUSH WITH THE SIDEWALK AND SET IN THE
 HY1525'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE DISK
 HY1525'IS LEANING TO THE SOUTHWEST.  ROD HELD ON HIGHEST POINT OF DISK.
 HY1525'CHANGED ELEVATION.
 HY1525
 HY1525                          STATION RECOVERY (1997)
 HY1525
 HY1525'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY1525'RECOVERED IN GOOD CONDITION.
 HY1525
 HY1525                          STATION RECOVERY (2005)
 HY1525
 HY1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JRM)
 HY1525'THE MARK IS LOCATED NORTHWEST OF THE INTERSECTION OF MAIN STREET (KY
 HY1525'32) AND HARGIS AVENUE, AT 129 W. MAIN STREET, 10.3 FT WEST OF  MAIN ST
 HY1525'CURB, 7.1 FT NORTH OF HARGIS AVENUE CURB, 3.9 FT SOUTHEAST OF
 HY1525'SOUTHEAST CORNER OF BRICK FACED BUILDING, BENEATH CLEANOUT CAP OF 4
 HY1525'INCH PVC PIPE IN BRICK ENTRANCE WALKWAY.
 HY1525'HANDHELD GPS COORDINATES= N 38 10 50.1, W 083 26 10.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0241 ***********************************************************************
 HA0241  DESIGNATION -  724
 HA0241  PID         -  HA0241
 HA0241  STATE/COUNTY-  KY/GRAYSON
 HA0241  USGS QUAD   -  LEITCHFIELD (1967)
 HA0241
 HA0241                         *CURRENT SURVEY CONTROL
 HA0241  ___________________________________________________________________
 HA0241* NAD 83(1986)-  37 29 09.     (N)    086 16 29.     (W)     SCALED    
 HA0241* NAVD 88     -       220.227  (meters)     722.53   (feet)  ADJUSTED  
 HA0241  ___________________________________________________________________
 HA0241  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 HA0241  DYNAMIC HT  -         220.062 (meters)     721.99  (feet)  COMP
 HA0241  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 HA0241
 HA0241  VERT ORDER  -  SECOND    CLASS 0
 HA0241
 HA0241.The horizontal coordinates were scaled from a topographic map and have
 HA0241.an estimated accuracy of +/- 6 seconds.
 HA0241
 HA0241.The orthometric height was determined by differential leveling
 HA0241.and adjusted by the National Geodetic Survey in June 1991..
 HA0241
 HA0241.The geoid height was determined by GEOID03.
 HA0241
 HA0241.The dynamic height is computed by dividing the NAVD 88
 HA0241.geopotential number by the normal gravity value computed on the
 HA0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0241.degrees latitude (g = 980.6199 gals.).
 HA0241
 HA0241.The modeled gravity was interpolated from observed gravity values.
 HA0241
 HA0241;                    North         East    Units  Estimated Accuracy
 HA0241;SPC KY1Z     - 1,128,040.    1,453,600.      MT  (+/- 180 meters Scaled)
 HA0241
 HA0241                          SUPERSEDED SURVEY CONTROL
 HA0241
 HA0241  NGVD 29 (??/??/92)  220.344  (m)          722.91   (f) ADJ UNCH    2 0
 HA0241
 HA0241.Superseded values are not recommended for survey control.
 HA0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0241.See file dsdata.txt to determine how the superseded data were derived.
 HA0241
 HA0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG641490(NAD 83)
 HA0241_MARKER: Q = CHISELED SQUARE
 HA0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0241_SP_SET: CULVERT
 HA0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0241
 HA0241  HISTORY     - Date     Condition        Report By
 HA0241  HISTORY     - UNK      MONUMENTED       USGS
 HA0241  HISTORY     - 1935     GOOD             NGS
 HA0241
 HA0241                          STATION DESCRIPTION
 HA0241
 HA0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0241'1.1 MI E FROM LEITCHFIELD.
 HA0241'1.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0241'STATION AT LEITCHFIELD, GRAYSON COUNTY, AT A GRAVEL-ROAD CROSSING,
 HA0241'90 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 62 PARALLELING
 HA0241'THE TRACK, 30 FEET NORTHEAST OF THE NORTHEAST RAIL, AT A CONCRETE
 HA0241'CULVERT UNDER THE GRAVEL ROAD, ON THE TOP OF THE WEST END OF THE
 HA0241'SOUTH HEADWALL, AND ABOUT 6 FEET LOWER THAN THE TRACK.  A
 HA0241'1-1/4-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0811 ***********************************************************************
 HY0811  DESIGNATION -  73
 HY0811  PID         -  HY0811
 HY0811  STATE/COUNTY-  KY/BOYD
 HY0811  USGS QUAD   -  CATLETTSBURG (1985)
 HY0811
 HY0811                         *CURRENT SURVEY CONTROL
 HY0811  ___________________________________________________________________
 HY0811* NAD 83(1986)-  38 25 03.     (N)    082 35 55.     (W)     SCALED    
 HY0811* NAVD 88     -       166.147  (meters)     545.10   (feet)  ADJUSTED  
 HY0811  ___________________________________________________________________
 HY0811  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY0811  DYNAMIC HT  -         166.035 (meters)     544.73  (feet)  COMP
 HY0811  MODELED GRAV-     979,955.0   (mgal)                       NAVD 88
 HY0811
 HY0811  VERT ORDER  -  FIRST     CLASS II
 HY0811
 HY0811.The horizontal coordinates were scaled from a topographic map and have
 HY0811.an estimated accuracy of +/- 6 seconds.
 HY0811
 HY0811.The orthometric height was determined by differential leveling
 HY0811.and adjusted by the National Geodetic Survey in June 1991..
 HY0811
 HY0811.The geoid height was determined by GEOID03.
 HY0811
 HY0811.The dynamic height is computed by dividing the NAVD 88
 HY0811.geopotential number by the normal gravity value computed on the
 HY0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0811.degrees latitude (g = 980.6199 gals.).
 HY0811
 HY0811.The modeled gravity was interpolated from observed gravity values.
 HY0811
 HY0811;                    North         East    Units  Estimated Accuracy
 HY0811;SPC KY1Z     - 1,235,960.    1,775,150.      MT  (+/- 180 meters Scaled)
 HY0811
 HY0811                          SUPERSEDED SURVEY CONTROL
 HY0811
 HY0811  NGVD 29 (??/??/92)  166.328  (m)          545.69   (f) ADJ UNCH    1 2
 HY0811
 HY0811.Superseded values are not recommended for survey control.
 HY0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0811.See file dsdata.txt to determine how the superseded data were derived.
 HY0811
 HY0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC604533(NAD 83)
 HY0811_MARKER: P = PIPE CAP
 HY0811_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY0811_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY0811_STAMPING: 73
 HY0811_MARK LOGO: USE   
 HY0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0811
 HY0811  HISTORY     - Date     Condition        Report By
 HY0811  HISTORY     - UNK      MONUMENTED       DOD
 HY0811  HISTORY     - 1956     GOOD             CGS
 HY0811  HISTORY     - 1984     GOOD             KYDT
 HY0811  HISTORY     - 1984     POOR             NGS
 HY0811  HISTORY     - 20000425 POOR             KYDT
 HY0811
 HY0811                          STATION DESCRIPTION
 HY0811
 HY0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0811'AT CATLETTSBURG.
 HY0811'AT CATLETTSBURG, 11.1 FEET NORTH OF NORTHWEST CORNER OF POST OFFICE
 HY0811'AND COURT HOUSE BUILDING, 14.6 FEET EAST OF EAST CURB OF BROADWAY,
 HY0811'16.7 FEET SOUTH OF SOUTH CURB OF 25TH STREET, AND IS A U.S.E. CAP
 HY0811'ON 4-INCH IRON PIPE PROJECTING 6 INCHES ABOVE CONCRETE TOPPED YARD.
 HY0811
 HY0811                          STATION RECOVERY (1984)
 HY0811
 HY0811'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 HY0811'RECOVERED IN GOOD CONDITION.
 HY0811
 HY0811                          STATION RECOVERY (1984)
 HY0811
 HY0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0811'RECOVERED IN POOR CONDITION, THE PIPE AND CAP ARE SHOWING SIGNS OF
 HY0811'AGE, PART OF THE CAP IS BROKEN OFF BUT APPEARS STABLE.
 HY0811
 HY0811                          STATION RECOVERY (2000)
 HY0811
 HY0811'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY0811'FOUND POST PUSHED OVER, CAP LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1761 ***********************************************************************
 GY1761  DESIGNATION -  731
 GY1761  PID         -  GY1761
 GY1761  STATE/COUNTY-  KY/BREATHITT
 GY1761  USGS QUAD   -  JACKSON (1978)
 GY1761
 GY1761                         *CURRENT SURVEY CONTROL
 GY1761  ___________________________________________________________________
 GY1761* NAD 83(1986)-  37 33 43.     (N)    083 24 21.     (W)     SCALED    
 GY1761* NAVD 88     -       222.512  (meters)     730.02   (feet)  ADJUSTED  
 GY1761  ___________________________________________________________________
 GY1761  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GY1761  DYNAMIC HT  -         222.341 (meters)     729.46  (feet)  COMP
 GY1761  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 GY1761
 GY1761  VERT ORDER  -  FIRST     CLASS II
 GY1761
 GY1761.The horizontal coordinates were scaled from a topographic map and have
 GY1761.an estimated accuracy of +/- 6 seconds.
 GY1761
 GY1761.The orthometric height was determined by differential leveling
 GY1761.and adjusted by the National Geodetic Survey in June 1991..
 GY1761
 GY1761.The geoid height was determined by GEOID03.
 GY1761
 GY1761.The dynamic height is computed by dividing the NAVD 88
 GY1761.geopotential number by the normal gravity value computed on the
 GY1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1761.degrees latitude (g = 980.6199 gals.).
 GY1761
 GY1761.The modeled gravity was interpolated from observed gravity values.
 GY1761
 GY1761;                    North         East    Units  Estimated Accuracy
 GY1761;SPC KY1Z     - 1,138,960.    1,707,070.      MT  (+/- 180 meters Scaled)
 GY1761
 GY1761                          SUPERSEDED SURVEY CONTROL
 GY1761
 GY1761  NGVD 29 (??/??/92)  222.672  (m)          730.55   (f) ADJ UNCH    1 2
 GY1761
 GY1761.Superseded values are not recommended for survey control.
 GY1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1761.See file dsdata.txt to determine how the superseded data were derived.
 GY1761
 GY1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB875599(NAD 83)
 GY1761_MARKER: DD = SURVEY DISK
 GY1761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1761_SP_SET: BRIDGE
 GY1761_STAMPING: 731 5 RHP 1949 730.550
 GY1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1761
 GY1761  HISTORY     - Date     Condition        Report By
 GY1761  HISTORY     - 1949     MONUMENTED       USGS
 GY1761  HISTORY     - 1950     GOOD             NGS
 GY1761  HISTORY     - 1957     GOOD             NGS
 GY1761  HISTORY     - 19960430 MARK NOT FOUND   KYDT
 GY1761
 GY1761                          STATION DESCRIPTION
 GY1761
 GY1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY1761'1.6 MI W FROM JACKSON.
 GY1761'ABOUT 1.65 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY1761'FROM THE STATION AT JACKSON, 96 1/2 FEET NORTHEAST OF MILE POST
 GY1761'196, ABOUT 0.15 MILE WEST OF THE WEST END OF O. AND K. TUNNEL,
 GY1761'SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 GY1761'ABUTMENT OF STEEL GIRDER BRIDGE NO. 92 OVER CANNY CREEK AND A
 GY1761'GRAVEL ROAD, 4 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 3.4
 GY1761'FEET SOUTHEAST OF THE NORTHWEST END OF ABUTMENT, 1.3 FEET
 GY1761'SOUTHWEST OF THE NORTHEAST EDGE OF ABUTMENT AND ABOUT 2 1/2 FEET
 GY1761'BELOW THE TRACK.
 GY1761
 GY1761                          STATION RECOVERY (1957)
 GY1761
 GY1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY1761'RECOVERED IN GOOD CONDITION.
 GY1761
 GY1761                          STATION RECOVERY (1996)
 GY1761
 GY1761'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1761'MARK, IF HERE, WOULD BE UNDER CONCRETE CAP POURED ATOP ABUTMENT,
 GY1761'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0416 ***********************************************************************
 GY0416  DESIGNATION -  732
 GY0416  PID         -  GY0416
 GY0416  STATE/COUNTY-  KY/PIKE
 GY0416  USGS QUAD   -  VARNEY (1992)
 GY0416
 GY0416                         *CURRENT SURVEY CONTROL
 GY0416  ___________________________________________________________________
 GY0416* NAD 83(1986)-  37 39 58.     (N)    082 29 02.     (W)     SCALED    
 GY0416* NAVD 88     -       222.785  (meters)     730.92   (feet)  ADJUSTED  
 GY0416  ___________________________________________________________________
 GY0416  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GY0416  DYNAMIC HT  -         222.620 (meters)     730.38  (feet)  COMP
 GY0416  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 GY0416
 GY0416  VERT ORDER  -  SECOND    CLASS 0
 GY0416
 GY0416.The horizontal coordinates were scaled from a topographic map and have
 GY0416.an estimated accuracy of +/- 6 seconds.
 GY0416
 GY0416.The orthometric height was determined by differential leveling
 GY0416.and adjusted by the National Geodetic Survey in June 1991..
 GY0416
 GY0416.The geoid height was determined by GEOID03.
 GY0416
 GY0416.The dynamic height is computed by dividing the NAVD 88
 GY0416.geopotential number by the normal gravity value computed on the
 GY0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0416.degrees latitude (g = 980.6199 gals.).
 GY0416
 GY0416.The modeled gravity was interpolated from observed gravity values.
 GY0416
 GY0416;                    North         East    Units  Estimated Accuracy
 GY0416;SPC KY1Z     - 1,152,960.    1,788,080.      MT  (+/- 180 meters Scaled)
 GY0416
 GY0416                          SUPERSEDED SURVEY CONTROL
 GY0416
 GY0416  NGVD 29 (??/??/92)  222.998  (m)          731.62   (f) ADJ UNCH    2 0
 GY0416
 GY0416.Superseded values are not recommended for survey control.
 GY0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0416.See file dsdata.txt to determine how the superseded data were derived.
 GY0416
 GY0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB691698(NAD 83)
 GY0416_MARKER: DD = SURVEY DISK
 GY0416_SETTING: 66 = SET IN ROCK OUTCROP
 GY0416_SP_SET: ROCK OUTCROP
 GY0416_STAMPING: K Y 731.619
 GY0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0416+STABILITY: POSITION/ELEVATION WELL
 GY0416
 GY0416  HISTORY     - Date     Condition        Report By
 GY0416  HISTORY     - UNK      MONUMENTED       USGS
 GY0416  HISTORY     - 1956     POOR             NGS
 GY0416  HISTORY     - 20010628 MARK NOT FOUND   KYDT
 GY0416
 GY0416                          STATION DESCRIPTION
 GY0416
 GY0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0416'0.1 MI SE FROM HEENON.
 GY0416'0.1 MILE SOUTHEAST ALONG BRUSHY FORK ROAD FROM FORKS OF BRUSHY
 GY0416'SCHOOL, AT HEENON, 0.45 MILE SOUTHEAST OF THE POST OFFICE AT
 GY0416'HEENON, 0.25 MILE NORTHWEST OF JUNCTION OF ROAD SOUTH AND
 GY0416'CONFLUENCE OF BRUSHY FORK AND LEFT FORK, 21 YARDS NORTHWEST
 GY0416'OF NORTHEAST END OF A FOOT BRIDGE SOUTHWEST TO A FARM HOUSE, 19
 GY0416'FEET SOUTHWEST OF CENTER OF ROAD, SET IN THE TOP OF THE NARROW
 GY0416'SLANTING ROCK OUTCROP WHICH IS ON THE NORTHEAST BANK OF CREEK,
 GY0416'8 FEET NORTH OF SOUTH AND LOWER END OF ROCK, 9 FEET SOUTH OF NORTH
 GY0416'AND UPPER END OF ROCK ABOUT 3 FEET BELOW LEVEL OF ROAD.
 GY0416
 GY0416                          STATION RECOVERY (2001)
 GY0416
 GY0416'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0416'POSSIBLY HERE BUT SILTED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1280 ***********************************************************************
 GY1280  DESIGNATION -  733
 GY1280  PID         -  GY1280
 GY1280  STATE/COUNTY-  KY/FLOYD
 GY1280  USGS QUAD   -  HANDSHOE (1992)
 GY1280
 GY1280                         *CURRENT SURVEY CONTROL
 GY1280  ___________________________________________________________________
 GY1280* NAD 83(1986)-  37 28 35.     (N)    082 53 29.     (W)     SCALED    
 GY1280* NAVD 88     -       223.196  (meters)     732.27   (feet)  POSTED    
 GY1280  ___________________________________________________________________
 GY1280  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GY1280  DYNAMIC HT  -         223.020 (meters)     731.69  (feet)  COMP
 GY1280  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 GY1280
 GY1280  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GY1280
 GY1280.The horizontal coordinates were scaled from a topographic map and have
 GY1280.an estimated accuracy of +/- 6 seconds.
 GY1280
 GY1280.The orthometric height was determined by differential leveling
 GY1280.and adjusted by the National Geodetic Survey in 1992..
 GY1280.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GY1280.rate of 2.1 thru 3.0 mm/km.
 GY1280
 GY1280.The geoid height was determined by GEOID03.
 GY1280
 GY1280.The dynamic height is computed by dividing the NAVD 88
 GY1280.geopotential number by the normal gravity value computed on the
 GY1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1280.degrees latitude (g = 980.6199 gals.).
 GY1280
 GY1280.The modeled gravity was interpolated from observed gravity values.
 GY1280
 GY1280;                    North         East    Units  Estimated Accuracy
 GY1280;SPC KY1Z     - 1,130,730.    1,752,800.      MT  (+/- 180 meters Scaled)
 GY1280
 GY1280                          SUPERSEDED SURVEY CONTROL
 GY1280
 GY1280  NGVD 29 (??/??/92)  223.365  (m)          732.82   (f) ADJ UNCH    2 0
 GY1280
 GY1280.Superseded values are not recommended for survey control.
 GY1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1280.See file dsdata.txt to determine how the superseded data were derived.
 GY1280
 GY1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB327494(NAD 83)
 GY1280_MARKER: DD = SURVEY DISK
 GY1280_SETTING: 66 = SET IN ROCK OUTCROP
 GY1280_SP_SET: ROCK CLIFF
 GY1280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1280+STABILITY: POSITION/ELEVATION WELL
 GY1280
 GY1280  HISTORY     - Date     Condition        Report By
 GY1280  HISTORY     - UNK      MONUMENTED       USGS
 GY1280  HISTORY     - 1952     POOR             NGS
 GY1280  HISTORY     - 1956     MARK NOT FOUND   NGS
 GY1280
 GY1280                          STATION DESCRIPTION
 GY1280
 GY1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY1280'1.1 MI E FROM HANDSHOE.
 GY1280'ABOUT 1.1 MILES EAST AND NORTHEAST ALONG A ROUGH ROAD FROM THE POST
 GY1280'OFFICE AT HANDSHOE, JUST NORTHEAST OF THE FLOYD-KNOTT COUNTY LINE,
 GY1280'ABOUT 0.2 MILE SOUTHWEST OF A LARGE CULVERT FOR LICK FORK, 11 1/2
 GY1280'FEET NORTHWEST OF CENTER LINE OF SALTLICK CREEK BED, DIRECTLY
 GY1280'ACROSS CREEK FROM WILLIE SHEPHERD FARM HOUSE (FORMERLY OWNED BY
 GY1280'JOHN SUTTON), 67 FEET NORTHEAST OF CENTER OF SOUTHEAST END OF
 GY1280'THE NORTHEAST ONE OF A TWIN 24-INCH PIPE CULVERT UNDER ROAD, SET
 GY1280'IN THE TOP OF A 1 1/2-FOOT LAYER OF ROCK PROJECTING OUT OF ROCK
 GY1280'CLIFF AND ABOUT 3 1/2 FEET ABOVE LEVEL OF CREEK BED.  THE STAMPING
 GY1280'IS NOT LEGIBLE AND ONLY PART OF THE DISK REMAINS.
 GY1280
 GY1280                          STATION RECOVERY (1956)
 GY1280
 GY1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0995 ***********************************************************************
 GB0995  DESIGNATION -  733 V
 GB0995  PID         -  GB0995
 GB0995  STATE/COUNTY-  KY/PULASKI
 GB0995  USGS QUAD   -  BURNSIDE (1982)
 GB0995
 GB0995                         *CURRENT SURVEY CONTROL
 GB0995  ___________________________________________________________________
 GB0995* NAD 83(1986)-  36 59 10.     (N)    084 37 20.     (W)     SCALED    
 GB0995* NAVD 88     -       249.026  (meters)     817.01   (feet)  ADJUSTED  
 GB0995  ___________________________________________________________________
 GB0995  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB0995  DYNAMIC HT  -         248.834 (meters)     816.38  (feet)  COMP
 GB0995  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 GB0995
 GB0995  VERT ORDER  -  SECOND    CLASS 0
 GB0995
 GB0995.The horizontal coordinates were scaled from a topographic map and have
 GB0995.an estimated accuracy of +/- 6 seconds.
 GB0995
 GB0995.The orthometric height was determined by differential leveling
 GB0995.and adjusted by the National Geodetic Survey in June 1991..
 GB0995
 GB0995.The geoid height was determined by GEOID03.
 GB0995
 GB0995.The dynamic height is computed by dividing the NAVD 88
 GB0995.geopotential number by the normal gravity value computed on the
 GB0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0995.degrees latitude (g = 980.6199 gals.).
 GB0995
 GB0995.The modeled gravity was interpolated from observed gravity values.
 GB0995
 GB0995;                    North         East    Units  Estimated Accuracy
 GB0995;SPC KY1Z     - 1,073,060.    1,600,400.      MT  (+/- 180 meters Scaled)
 GB0995
 GB0995                          SUPERSEDED SURVEY CONTROL
 GB0995
 GB0995  NGVD 29 (??/??/92)  249.198  (m)          817.58   (f) ADJ UNCH    2 0
 GB0995
 GB0995.Superseded values are not recommended for survey control.
 GB0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0995.See file dsdata.txt to determine how the superseded data were derived.
 GB0995
 GB0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF116959(NAD 83)
 GB0995_MARKER: DD = SURVEY DISK
 GB0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0995_STAMPING: 733 V 1943 HPT 817.577
 GB0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0995+STABILITY: SURFACE MOTION
 GB0995
 GB0995  HISTORY     - Date     Condition        Report By
 GB0995  HISTORY     - 1943     MONUMENTED       DOD
 GB0995  HISTORY     - 1951     GOOD             NGS
 GB0995  HISTORY     - 1965     GOOD             USE
 GB0995
 GB0995                          STATION DESCRIPTION
 GB0995
 GB0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0995'AT BRONSTON.
 GB0995'AT BRONSTON, ABOUT 0.3 MILE EAST AONG A BLACK TOP ROAD FROM THE
 GB0995'JUNCTION OF STATE HIGHWAY 90, ABOUT 0.2 MILE WEST ALONG A BLACK
 GB0995'TOP ROAD FROM THE JUNCTION OF A ROAD SOUTH TO QUINTON, AT AN
 GB0995'UNPAINTED FRAME HOUSE OWNED BY CHARLES PIERCE, ABOUT 450 FEET
 GB0995'NORTHEAST AND ACROSS ROAD FROM BRONSTON BAPTIST CHURCH, 29
 GB0995'FEET NORTH OF CENTER LINE OF ROAD, 41 FEET WEST OF CENTER LINE
 GB0995'OF DRIVE, 3 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, ABOUT
 GB0995'3 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GB0995'PROJECTING 5 INCHES.
 GB0995
 GB0995                          STATION RECOVERY (1965)
 GB0995
 GB0995'RECOVERY NOTE BY US ENGINEERS 1965
 GB0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0243 ***********************************************************************
 HA0243  DESIGNATION -  734
 HA0243  PID         -  HA0243
 HA0243  STATE/COUNTY-  KY/GRAYSON
 HA0243  USGS QUAD   -  CLARKSON (1967)
 HA0243
 HA0243                         *CURRENT SURVEY CONTROL
 HA0243  ___________________________________________________________________
 HA0243* NAD 83(1986)-  37 29 46.     (N)    086 13 51.     (W)     SCALED    
 HA0243* NAVD 88     -       223.272  (meters)     732.52   (feet)  ADJUSTED  
 HA0243  ___________________________________________________________________
 HA0243  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HA0243  DYNAMIC HT  -         223.104 (meters)     731.97  (feet)  COMP
 HA0243  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 HA0243
 HA0243  VERT ORDER  -  SECOND    CLASS 0
 HA0243
 HA0243.The horizontal coordinates were scaled from a topographic map and have
 HA0243.an estimated accuracy of +/- 6 seconds.
 HA0243
 HA0243.The orthometric height was determined by differential leveling
 HA0243.and adjusted by the National Geodetic Survey in June 1991..
 HA0243
 HA0243.The geoid height was determined by GEOID03.
 HA0243
 HA0243.The dynamic height is computed by dividing the NAVD 88
 HA0243.geopotential number by the normal gravity value computed on the
 HA0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0243.degrees latitude (g = 980.6199 gals.).
 HA0243
 HA0243.The modeled gravity was interpolated from observed gravity values.
 HA0243
 HA0243;                    North         East    Units  Estimated Accuracy
 HA0243;SPC KY1Z     - 1,129,160.    1,457,480.      MT  (+/- 180 meters Scaled)
 HA0243
 HA0243                          SUPERSEDED SURVEY CONTROL
 HA0243
 HA0243  NGVD 29 (??/??/92)  223.389  (m)          732.90   (f) ADJ UNCH    2 0
 HA0243
 HA0243.Superseded values are not recommended for survey control.
 HA0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0243.See file dsdata.txt to determine how the superseded data were derived.
 HA0243
 HA0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG679501(NAD 83)
 HA0243_MARKER: Q = CHISELED SQUARE
 HA0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0243_SP_SET: CONCRETE BASE
 HA0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0243
 HA0243  HISTORY     - Date     Condition        Report By
 HA0243  HISTORY     - UNK      MONUMENTED       USGS
 HA0243  HISTORY     - 1935     GOOD             NGS
 HA0243
 HA0243                          STATION DESCRIPTION
 HA0243
 HA0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0243'0.7 MI W FROM CLARKSON.
 HA0243'0.7 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0243'STATION AT CLARKSON, GRAYSON COUNTY, IN FRONT OF A WHITE BUNGALOW
 HA0243'FARMHOUSE, 140 FEET EAST OF A PRIVATE-ROAD CROSSING, AT A NORTH
 HA0243'SEMAPHORE, ON THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 HA0243'BASE, 6 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1-1/2 FEET HIGHER
 HA0243'THAN THE TRACK.  A 1-1/4-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0890 ***********************************************************************
 HZ0890  DESIGNATION -  74 FL USGS
 HZ0890  PID         -  HZ0890
 HZ0890  STATE/COUNTY-  KY/TRIMBLE
 HZ0890  USGS QUAD   -  BETHLEHEM (1993)
 HZ0890
 HZ0890                         *CURRENT SURVEY CONTROL
 HZ0890  ___________________________________________________________________
 HZ0890* NAD 83(1986)-  38 32 54.     (N)    085 24 10.     (W)     SCALED    
 HZ0890* NAVD 88     -       137.347  (meters)     450.61   (feet)  ADJUSTED  
 HZ0890  ___________________________________________________________________
 HZ0890  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HZ0890  DYNAMIC HT  -         137.255 (meters)     450.31  (feet)  COMP
 HZ0890  MODELED GRAV-     979,959.3   (mgal)                       NAVD 88
 HZ0890
 HZ0890  VERT ORDER  -  FIRST     CLASS II
 HZ0890
 HZ0890.The horizontal coordinates were scaled from a topographic map and have
 HZ0890.an estimated accuracy of +/- 6 seconds.
 HZ0890
 HZ0890.The orthometric height was determined by differential leveling
 HZ0890.and adjusted by the National Geodetic Survey in June 1991..
 HZ0890
 HZ0890.The geoid height was determined by GEOID03.
 HZ0890
 HZ0890.The dynamic height is computed by dividing the NAVD 88
 HZ0890.geopotential number by the normal gravity value computed on the
 HZ0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0890.degrees latitude (g = 980.6199 gals.).
 HZ0890
 HZ0890.The modeled gravity was interpolated from observed gravity values.
 HZ0890
 HZ0890;                    North         East    Units  Estimated Accuracy
 HZ0890;SPC KY1Z     - 1,245,890.    1,530,270.      MT  (+/- 180 meters Scaled)
 HZ0890
 HZ0890                          SUPERSEDED SURVEY CONTROL
 HZ0890
 HZ0890  NGVD 29 (??/??/92)  137.512  (m)          451.15   (f) ADJ UNCH    1 2
 HZ0890
 HZ0890.Superseded values are not recommended for survey control.
 HZ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0890.See file dsdata.txt to determine how the superseded data were derived.
 HZ0890
 HZ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH391678(NAD 83)
 HZ0890_MARKER: DD = SURVEY DISK
 HZ0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0890_STAMPING: 74 FL 452 1950
 HZ0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0890+STABILITY: SURFACE MOTION
 HZ0890
 HZ0890  HISTORY     - Date     Condition        Report By
 HZ0890  HISTORY     - 1950     MONUMENTED       USGS
 HZ0890  HISTORY     - 1954     GOOD             NGS
 HZ0890  HISTORY     - 1963     GOOD             NGS
 HZ0890
 HZ0890                          STATION DESCRIPTION
 HZ0890
 HZ0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ0890'2.2 MI S FROM WISES LANDING.
 HZ0890'2.15 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE BAPTIST CHURCH
 HZ0890'AT WISES LANDING, ABOUT 115 YARDS NORTHWEST OF CROSSING OF
 HZ0890'MIDDLE CREEK, 18 FEET WEST OF CENTER LINE OF ROAD, 92 FEET
 HZ0890'NORTH-NORTHWEST OF CENTER OF JUNCTION OF A BLACK TOP ROAD LEADING
 HZ0890'EAST, 54 FEET SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF A GRAVEL
 HZ0890'ROAD WEST, 54 FEET SOUTH OF CENTER LINE OF ROAD WEST, 8 FEET
 HZ0890'SOUTH-SOUTHEAST OF A LONE FORKED 6-INCH BLACK LOCUST TREE IN A
 HZ0890'FENCE LINE, 4 1/2 FEET EAST OF FENCE LINE, 1 1/2 FEET NORTH OF
 HZ0890'A WHITE WOODEN WTINESS POST, ABOUT 2 FEET BELOW LEVEL OF ROAD
 HZ0890'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0890
 HZ0890                          STATION RECOVERY (1963)
 HZ0890
 HZ0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0556 ***********************************************************************
 GY0556  DESIGNATION -  740
 GY0556  PID         -  GY0556
 GY0556  STATE/COUNTY-  KY/PIKE
 GY0556  USGS QUAD   -  ELKHORN CITY (1978)
 GY0556
 GY0556                         *CURRENT SURVEY CONTROL
 GY0556  ___________________________________________________________________
 GY0556* NAD 83(1986)-  37 17 45.     (N)    082 19 27.     (W)     SCALED    
 GY0556* NAVD 88     -       286.557  (meters)     940.15   (feet)  ADJUSTED  
 GY0556  ___________________________________________________________________
 GY0556  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY0556  DYNAMIC HT  -         286.323 (meters)     939.38  (feet)  COMP
 GY0556  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 GY0556
 GY0556  VERT ORDER  -  SECOND    CLASS 0
 GY0556
 GY0556.The horizontal coordinates were scaled from a topographic map and have
 GY0556.an estimated accuracy of +/- 6 seconds.
 GY0556
 GY0556.The orthometric height was determined by differential leveling
 GY0556.and adjusted by the National Geodetic Survey in June 1991..
 GY0556
 GY0556.The geoid height was determined by GEOID03.
 GY0556
 GY0556.The dynamic height is computed by dividing the NAVD 88
 GY0556.geopotential number by the normal gravity value computed on the
 GY0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0556.degrees latitude (g = 980.6199 gals.).
 GY0556
 GY0556.The modeled gravity was interpolated from observed gravity values.
 GY0556
 GY0556;                    North         East    Units  Estimated Accuracy
 GY0556;SPC KY1Z     - 1,112,400.    1,803,670.      MT  (+/- 180 meters Scaled)
 GY0556
 GY0556                          SUPERSEDED SURVEY CONTROL
 GY0556
 GY0556  NGVD 29 (??/??/92)  286.754  (m)          940.79   (f) ADJ UNCH    2 0
 GY0556
 GY0556.Superseded values are not recommended for survey control.
 GY0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0556.See file dsdata.txt to determine how the superseded data were derived.
 GY0556
 GY0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB826285(NAD 83)
 GY0556_MARKER: DD = SURVEY DISK
 GY0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0556_SP_SET: BRIDGE
 GY0556_STAMPING: KY 940.792
 GY0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0556+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 GY0556
 GY0556  HISTORY     - Date     Condition        Report By
 GY0556  HISTORY     - UNK      MONUMENTED       USGS
 GY0556  HISTORY     - 1958     GOOD             NGS
 GY0556  HISTORY     - 20020723 GOOD             KYDT
 GY0556
 GY0556                          STATION DESCRIPTION
 GY0556
 GY0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY0556'2.1 MI SE FROM ELKHORN CITY.
 GY0556'2.1 MILES SOUTHEAST ALONG THE CLINCHFIELD RAILROAD FROM THE
 GY0556'STATION AT ELKHORN CITY, ABOUT 152 YARDS NORTHEAST OF THE
 GY0556'NORTHEAST END OF THE POOL POINT TUNNEL, 4 1/2 FEET NORTHWEST
 GY0556'OF THE NORTHWEST RAIL, IN TOP OF THE NORTHWEST END OF THE
 GY0556'NORTHEAST ABUTMENT TO THE BRIDGE OVER RUSSELL FORK RIVER, 1 FOOT
 GY0556'SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE PART OF THE
 GY0556'ABUTMENT, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GY0556
 GY0556                          STATION RECOVERY (2002)
 GY0556
 GY0556'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2799 ***********************************************************************
 GY2799  DESIGNATION -  745
 GY2799  PID         -  GY2799
 GY2799  STATE/COUNTY-  KY/POWELL
 GY2799  USGS QUAD   -  LEVEE (1965)
 GY2799
 GY2799                         *CURRENT SURVEY CONTROL
 GY2799  ___________________________________________________________________
 GY2799* NAD 83(1986)-  37 54 37.     (N)    083 58 32.     (W)     SCALED    
 GY2799* NAVD 88     -       226.976  (meters)     744.67   (feet)  ADJUSTED  
 GY2799  ___________________________________________________________________
 GY2799  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 GY2799  DYNAMIC HT  -         226.810 (meters)     744.13  (feet)  COMP
 GY2799  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 GY2799
 GY2799  VERT ORDER  -  FIRST     CLASS II
 GY2799
 GY2799.The horizontal coordinates were scaled from a topographic map and have
 GY2799.an estimated accuracy of +/- 6 seconds.
 GY2799
 GY2799.The orthometric height was determined by differential leveling
 GY2799.and adjusted by the National Geodetic Survey in June 1991..
 GY2799
 GY2799.The geoid height was determined by GEOID03.
 GY2799
 GY2799.The dynamic height is computed by dividing the NAVD 88
 GY2799.geopotential number by the normal gravity value computed on the
 GY2799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2799.degrees latitude (g = 980.6199 gals.).
 GY2799
 GY2799.The modeled gravity was interpolated from observed gravity values.
 GY2799
 GY2799;                    North         East    Units  Estimated Accuracy
 GY2799;SPC KY1Z     - 1,176,500.    1,656,020.      MT  (+/- 180 meters Scaled)
 GY2799
 GY2799                          SUPERSEDED SURVEY CONTROL
 GY2799
 GY2799  NGVD 29 (??/??/92)  227.129  (m)          745.17   (f) ADJ UNCH    1 2
 GY2799
 GY2799.Superseded values are not recommended for survey control.
 GY2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2799.See file dsdata.txt to determine how the superseded data were derived.
 GY2799
 GY2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC384000(NAD 83)
 GY2799_MARKER: DD = SURVEY DISK
 GY2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2799_STAMPING: 745 TT 6 EV 1950 745.172
 GY2799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2799+STABILITY: SURFACE MOTION
 GY2799
 GY2799  HISTORY     - Date     Condition        Report By
 GY2799  HISTORY     - 1950     MONUMENTED       USGS
 GY2799  HISTORY     - 1950     GOOD             NGS
 GY2799  HISTORY     - 1958     GOOD             NGS
 GY2799
 GY2799                          STATION DESCRIPTION
 GY2799
 GY2799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2799'0.5 MI NW FROM WEST BEND.
 GY2799'ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 GY2799'OFFICE AT WEST BEND, 34 1/2 FEET SOUTHWEST OF THE CENTER LINE
 GY2799'OF THE HIGHWAY, 37 FEET NORTH OF THE NORTH CORNER OF A WOODEN
 GY2799'CHURCH BUILDING, 2 FEET NORTHWEST OF TELEPHONE POLE NO. 601, 181
 GY2799'FEET NORTHWEST OF THE NORTHWEST END OF THE SOUTHWEST HEAD WALL OF
 GY2799'A 3-FOOT CONCRETE BOX CULVERT, 113 FEET NORTHWEST OF THE CENTER
 GY2799'LINE OF A DIM ROAD LEADING SOUTHWEST, ABOUT 5 1/2 FEET ABOVE THE
 GY2799'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GY2799
 GY2799                          STATION RECOVERY (1958)
 GY2799
 GY2799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1758 ***********************************************************************
 GY1758  DESIGNATION -  747
 GY1758  PID         -  GY1758
 GY1758  STATE/COUNTY-  KY/BREATHITT
 GY1758  USGS QUAD   -  JACKSON (1978)
 GY1758
 GY1758                         *CURRENT SURVEY CONTROL
 GY1758  ___________________________________________________________________
 GY1758* NAD 83(1986)-  37 33 28.     (N)    083 25 44.     (W)     SCALED    
 GY1758* NAVD 88     -       227.414  (meters)     746.11   (feet)  ADJUSTED  
 GY1758  ___________________________________________________________________
 GY1758  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GY1758  DYNAMIC HT  -         227.239 (meters)     745.53  (feet)  COMP
 GY1758  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 GY1758
 GY1758  VERT ORDER  -  FIRST     CLASS II
 GY1758
 GY1758.The horizontal coordinates were scaled from a topographic map and have
 GY1758.an estimated accuracy of +/- 6 seconds.
 GY1758
 GY1758.The orthometric height was determined by differential leveling
 GY1758.and adjusted by the National Geodetic Survey in June 1991..
 GY1758
 GY1758.The geoid height was determined by GEOID03.
 GY1758
 GY1758.The dynamic height is computed by dividing the NAVD 88
 GY1758.geopotential number by the normal gravity value computed on the
 GY1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1758.degrees latitude (g = 980.6199 gals.).
 GY1758
 GY1758.The modeled gravity was interpolated from observed gravity values.
 GY1758
 GY1758;                    North         East    Units  Estimated Accuracy
 GY1758;SPC KY1Z     - 1,138,440.    1,705,050.      MT  (+/- 180 meters Scaled)
 GY1758
 GY1758                          SUPERSEDED SURVEY CONTROL
 GY1758
 GY1758  NGVD 29 (??/??/92)  227.572  (m)          746.63   (f) ADJ UNCH    1 2
 GY1758
 GY1758.Superseded values are not recommended for survey control.
 GY1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1758.See file dsdata.txt to determine how the superseded data were derived.
 GY1758
 GY1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB854595(NAD 83)
 GY1758_MARKER: DD = SURVEY DISK
 GY1758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1758_SP_SET: CULVERT
 GY1758_STAMPING: 747 746.626 1957
 GY1758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1758
 GY1758  HISTORY     - Date     Condition        Report By
 GY1758  HISTORY     - UNK      MONUMENTED       USGS
 GY1758  HISTORY     - 1950     GOOD             NGS
 GY1758  HISTORY     - 1957     GOOD             NGS
 GY1758  HISTORY     - 19960430 POOR             KYDT
 GY1758
 GY1758                          STATION DESCRIPTION
 GY1758
 GY1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY1758'3.3 MI W FROM JACKSON.
 GY1758'ABOUT 3.3 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY1758'FROM THE STATION AT JACKSON, ABOUT 0.3 MILE SOUTHWEST OF THE
 GY1758'POST OFFICE AT ELKATAWA, SET IN THE TOP OF THE WEST END OF THE
 GY1758'SOUTH HEAD WALL OF A 6-FOOT ARCHED STONE CULVERT, 20 FEET SOUTH
 GY1758'OF THE SOUTH RAIL, 25 FEET NORTH OF THE CENTER LINE OF STATE
 GY1758'HIGHWAY 52, 1.4 FEET NORTH OF THE SOUTH EDGE OF COPING STONE,
 GY1758'1.4 FEET EAST OF WEST EDGE OF COPING STONE, ABOUT 16 FEET BELOW
 GY1758'THE TRACK, AND SOUTH 2 1/2 FEET ABOVE THE HIGHWAY.
 GY1758
 GY1758                          STATION RECOVERY (1957)
 GY1758
 GY1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY1758'RECOVERED IN GOOD CONDITION.
 GY1758
 GY1758                          STATION RECOVERY (1996)
 GY1758
 GY1758'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1758'TOP OF STONE HEADWALL SHALING OFF SOME BUT MARK SOLID, 2.8 FEET WEST
 GY1758'OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1158 ***********************************************************************
 HZ1158  DESIGNATION -  750
 HZ1158  PID         -  HZ1158
 HZ1158  STATE/COUNTY-  KY/SHELBY
 HZ1158  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1158
 HZ1158                         *CURRENT SURVEY CONTROL
 HZ1158  ___________________________________________________________________
 HZ1158* NAD 83(1986)-  38 14 02.     (N)    085 17 09.     (W)     SCALED    
 HZ1158* NAVD 88     -       228.402  (meters)     749.35   (feet)  ADJUSTED  
 HZ1158  ___________________________________________________________________
 HZ1158  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HZ1158  DYNAMIC HT  -         228.242 (meters)     748.82  (feet)  COMP
 HZ1158  MODELED GRAV-     979,924.7   (mgal)                       NAVD 88
 HZ1158
 HZ1158  VERT ORDER  -  FIRST     CLASS II
 HZ1158
 HZ1158.The horizontal coordinates were scaled from a topographic map and have
 HZ1158.an estimated accuracy of +/- 6 seconds.
 HZ1158
 HZ1158.The orthometric height was determined by differential leveling
 HZ1158.and adjusted by the National Geodetic Survey in June 1991..
 HZ1158
 HZ1158.The geoid height was determined by GEOID03.
 HZ1158
 HZ1158.The dynamic height is computed by dividing the NAVD 88
 HZ1158.geopotential number by the normal gravity value computed on the
 HZ1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1158.degrees latitude (g = 980.6199 gals.).
 HZ1158
 HZ1158.The modeled gravity was interpolated from observed gravity values.
 HZ1158
 HZ1158;                    North         East    Units  Estimated Accuracy
 HZ1158;SPC KY1Z     - 1,211,030.    1,540,640.      MT  (+/- 180 meters Scaled)
 HZ1158
 HZ1158                          SUPERSEDED SURVEY CONTROL
 HZ1158
 HZ1158  NGVD 29 (??/??/92)  228.553  (m)          749.84   (f) ADJ UNCH    1 2
 HZ1158
 HZ1158.Superseded values are not recommended for survey control.
 HZ1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1158.See file dsdata.txt to determine how the superseded data were derived.
 HZ1158
 HZ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH500331(NAD 83)
 HZ1158_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HZ1158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ1158_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ1158_STAMPING: 750 749.746
 HZ1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1158
 HZ1158  HISTORY     - Date     Condition        Report By
 HZ1158  HISTORY     - UNK      MONUMENTED       USGS
 HZ1158  HISTORY     - 1954     GOOD             NGS
 HZ1158  HISTORY     - 20040426 MARK NOT FOUND   KYDT
 HZ1158
 HZ1158                          STATION DESCRIPTION
 HZ1158
 HZ1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1158'5 MI NW FROM SHELBYVILLE.
 HZ1158'ABOUT 3.8 MILES WEST ALONG U.S. HIGHWAY 60 AND 460 FROM THE COURT
 HZ1158'HOUSE AT SHELBYVILLE, THENCE ABOUT 1.2 MILES NORTH ALONG A BLACK
 HZ1158'TOP ROAD, AT THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ1158'AT SCOTTS, 27 FEET WEST OF CENTER LINE OF ROAD, 47 FEET NORTH OF
 HZ1158'NORTH RAIL, 61 FEET NORTHWEST OF CENTER OF CROSSING, 14 FEET
 HZ1158'NORTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTHEAST OF A BOARD FENCE,
 HZ1158'ABOUT 2 FEET WEST OF EXTENDED LINE OF A FENCE LEADING NORTH, ABOUT
 HZ1158'LEVEL WITH CROSSING AND PROJECTING 12 INCHES.  NOTE-- MARK MAY
 HZ1158'BE REACHED FROM THE SCHOOL AT SIMPSONVILLE BY GOING ABOUT 3.8
 HZ1158'MILES EAST ALONG U.S. HIGHWAY 60 AND 460, THENCE ABOUT 1.2 MILES
 HZ1158'NORTH ALONG A BLACK TOP ROAD.
 HZ1158
 HZ1158                          STATION RECOVERY (2004)
 HZ1158
 HZ1158'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HZ1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0668 ***********************************************************************
 HA0668  DESIGNATION -  753 A=396
 HA0668  PID         -  HA0668
 HA0668  STATE/COUNTY-  KY/DAVIESS
 HA0668  USGS QUAD   -  OWENSBORO EAST (1982)
 HA0668
 HA0668                         *CURRENT SURVEY CONTROL
 HA0668  ___________________________________________________________________
 HA0668* NAD 83(1986)-  37 46 26.     (N)    087 06 46.     (W)     SCALED    
 HA0668* NAVD 88     -       119.991  (meters)     393.67   (feet)  ADJUSTED  
 HA0668  ___________________________________________________________________
 HA0668  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HA0668  DYNAMIC HT  -         119.909 (meters)     393.40  (feet)  COMP
 HA0668  MODELED GRAV-     979,942.6   (mgal)                       NAVD 88
 HA0668
 HA0668  VERT ORDER  -  FIRST     CLASS II
 HA0668
 HA0668.The horizontal coordinates were scaled from a topographic map and have
 HA0668.an estimated accuracy of +/- 6 seconds.
 HA0668
 HA0668.The orthometric height was determined by differential leveling
 HA0668.and adjusted by the National Geodetic Survey in June 1991..
 HA0668
 HA0668.The geoid height was determined by GEOID03.
 HA0668
 HA0668.The dynamic height is computed by dividing the NAVD 88
 HA0668.geopotential number by the normal gravity value computed on the
 HA0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0668.degrees latitude (g = 980.6199 gals.).
 HA0668
 HA0668.The modeled gravity was interpolated from observed gravity values.
 HA0668
 HA0668;                    North         East    Units  Estimated Accuracy
 HA0668;SPC KY1Z     - 1,160,750.    1,379,950.      MT  (+/- 180 meters Scaled)
 HA0668
 HA0668                          SUPERSEDED SURVEY CONTROL
 HA0668
 HA0668  NGVD 29 (??/??/92)  120.092  (m)          394.00   (f) ADJ UNCH    1 2
 HA0668
 HA0668.Superseded values are not recommended for survey control.
 HA0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0668.See file dsdata.txt to determine how the superseded data were derived.
 HA0668
 HA0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG900807(NAD 83)
 HA0668_MARKER: DD = SURVEY DISK
 HA0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0668_STAMPING: 396 LOUISVILLE
 HA0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0668+STABILITY: SURFACE MOTION
 HA0668
 HA0668  HISTORY     - Date     Condition        Report By
 HA0668  HISTORY     - UNK      MONUMENTED       USGS
 HA0668  HISTORY     - 1953     GOOD             NGS
 HA0668
 HA0668                          STATION DESCRIPTION
 HA0668
 HA0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0668'AT OWENSBORO.
 HA0668'AT OWENSBORO, AT THE INTERSECTION OF ST. ANN STREET AND 2ND
 HA0668'STREET, IN THE NORTHEAST CORNER OF THE COURT HOUSE LAWN, 117.3
 HA0668'FEET NORTHEAST OF NORTHEAST CORNER OF COURT HOUSE, 24 FEET
 HA0668'NORTH-NORTHEAST OF A WORLD WAR II MEMORIAL, 20 FEET WEST OF
 HA0668'LAWN CURB ALONG ST. ANN STREET, 3.2 FEET SOUTH OF NORTH LAWN
 HA0668'CURB ALONG 2ND STREET, 6 FEET NORTHWEST OF NORTHWEST CORNER OF A
 HA0668'PUBLIC TELEPHONE BOOTH, AND SET IN THE TOP OF A CONCRETE POST
 HA0668'ABOUT 2 INCHES BELOW SURFACE OF LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1767 ***********************************************************************
 HY1767  DESIGNATION -  753.8
 HY1767  PID         -  HY1767
 HY1767  STATE/COUNTY-  KY/BATH
 HY1767  USGS QUAD   -  PRESTON (1978)
 HY1767
 HY1767                         *CURRENT SURVEY CONTROL
 HY1767  ___________________________________________________________________
 HY1767* NAD 83(1986)-  38 05 08.     (N)    083 45 12.     (W)     SCALED    
 HY1767* NAVD 88     -       229.706  (meters)     753.63   (feet)  ADJUSTED  
 HY1767  ___________________________________________________________________
 HY1767  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HY1767  DYNAMIC HT  -         229.544 (meters)     753.10  (feet)  COMP
 HY1767  MODELED GRAV-     979,920.3   (mgal)                       NAVD 88
 HY1767
 HY1767  VERT ORDER  -  SECOND    CLASS 0
 HY1767
 HY1767.The horizontal coordinates were scaled from a topographic map and have
 HY1767.an estimated accuracy of +/- 6 seconds.
 HY1767
 HY1767.The orthometric height was determined by differential leveling
 HY1767.and adjusted by the National Geodetic Survey in June 1991..
 HY1767
 HY1767.The geoid height was determined by GEOID03.
 HY1767
 HY1767.The dynamic height is computed by dividing the NAVD 88
 HY1767.geopotential number by the normal gravity value computed on the
 HY1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1767.degrees latitude (g = 980.6199 gals.).
 HY1767
 HY1767.The modeled gravity was interpolated from observed gravity values.
 HY1767
 HY1767;                    North         East    Units  Estimated Accuracy
 HY1767;SPC KY1Z     - 1,196,340.    1,675,140.      MT  (+/- 180 meters Scaled)
 HY1767
 HY1767                          SUPERSEDED SURVEY CONTROL
 HY1767
 HY1767  NGVD 29 (??/??/92)  229.855  (m)          754.12   (f) ADJ UNCH    2 0
 HY1767
 HY1767.Superseded values are not recommended for survey control.
 HY1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1767.See file dsdata.txt to determine how the superseded data were derived.
 HY1767
 HY1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC585188(NAD 83)
 HY1767_MARKER: Q = CHISELED SQUARE
 HY1767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1767_SP_SET: STEP
 HY1767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1767
 HY1767  HISTORY     - Date     Condition        Report By
 HY1767  HISTORY     - UNK      MONUMENTED       USGS
 HY1767  HISTORY     - 1955     GOOD             NGS
 HY1767
 HY1767                          STATION DESCRIPTION
 HY1767
 HY1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1767'AT PRESTON.
 HY1767'AT PRESTON, AT THE NORTHEAST ENTRANCE TO THE CHESAPEAKE AND
 HY1767'OHIO RAILROAD STATION WAITING ROOM, ON THE NORTHEAST CORNER OF
 HY1767'THE LOWER CONCRETE STEP, 8 INCHES ABOVE THE LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0113 ***********************************************************************
 HA0113  DESIGNATION -  754.3
 HA0113  PID         -  HA0113
 HA0113  STATE/COUNTY-  KY/GRAYSON
 HA0113  USGS QUAD   -  SUMMIT (1991)
 HA0113
 HA0113                         *CURRENT SURVEY CONTROL
 HA0113  ___________________________________________________________________
 HA0113* NAD 83(1986)-  37 33 41.     (N)    086 06 47.     (W)     SCALED    
 HA0113* NAVD 88     -       229.747  (meters)     753.76   (feet)  ADJUSTED  
 HA0113  ___________________________________________________________________
 HA0113  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HA0113  DYNAMIC HT  -         229.573 (meters)     753.19  (feet)  COMP
 HA0113  MODELED GRAV-     979,866.3   (mgal)                       NAVD 88
 HA0113
 HA0113  VERT ORDER  -  SECOND    CLASS 0
 HA0113
 HA0113.The horizontal coordinates were scaled from a topographic map and have
 HA0113.an estimated accuracy of +/- 6 seconds.
 HA0113
 HA0113.The orthometric height was determined by differential leveling
 HA0113.and adjusted by the National Geodetic Survey in June 1991..
 HA0113
 HA0113.The geoid height was determined by GEOID03.
 HA0113
 HA0113.The dynamic height is computed by dividing the NAVD 88
 HA0113.geopotential number by the normal gravity value computed on the
 HA0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0113.degrees latitude (g = 980.6199 gals.).
 HA0113
 HA0113.The modeled gravity was interpolated from observed gravity values.
 HA0113
 HA0113;                    North         East    Units  Estimated Accuracy
 HA0113;SPC KY1Z     - 1,136,360.    1,467,930.      MT  (+/- 180 meters Scaled)
 HA0113
 HA0113                          SUPERSEDED SURVEY CONTROL
 HA0113
 HA0113  NGVD 29 (??/??/92)  229.862  (m)          754.14   (f) ADJ UNCH    2 0
 HA0113
 HA0113.Superseded values are not recommended for survey control.
 HA0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0113.See file dsdata.txt to determine how the superseded data were derived.
 HA0113
 HA0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG783575(NAD 83)
 HA0113_MARKER: Q = CHISELED SQUARE
 HA0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0113+STABILITY: SURFACE MOTION
 HA0113
 HA0113  HISTORY     - Date     Condition        Report By
 HA0113  HISTORY     - UNK      MONUMENTED       USGS
 HA0113  HISTORY     - 1935     GOOD             NGS
 HA0113
 HA0113                          STATION DESCRIPTION
 HA0113
 HA0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0113'2.6 MI NE FROM BIG CLIFTY.
 HA0113'2.6 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0113'STATION AT BIG CLIFTY, GRAYSON COUNTY, AT A ROAD CROSSING, 38
 HA0113'FEET EAST OF THE CENTERLINE OF THE ROAD, 6.3 FEET SOUTH OF THE
 HA0113'SOUTH RAIL, AT SIGNAL POLE J 592, ON THE TOP OF THE NORTHEAST
 HA0113'CORNER OF THE CONCRETE FOUNDATION, AND 1.5 FEET HIGHER THAN THE
 HA0113'TRACK.  A 1-1/2-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0846 ***********************************************************************
 GY0846  DESIGNATION -  755
 GY0846  PID         -  GY0846
 GY0846  STATE/COUNTY-  KY/PIKE
 GY0846  USGS QUAD   -  PIKEVILLE (1992)
 GY0846
 GY0846                         *CURRENT SURVEY CONTROL
 GY0846  ___________________________________________________________________
 GY0846* NAD 83(1986)-  37 23 08.     (N)    082 32 39.     (W)     SCALED    
 GY0846* NAVD 88     -       229.882  (meters)     754.20   (feet)  ADJUSTED  
 GY0846  ___________________________________________________________________
 GY0846  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GY0846  DYNAMIC HT  -         229.703 (meters)     753.62  (feet)  COMP
 GY0846  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 GY0846
 GY0846  VERT ORDER  -  SECOND    CLASS 0
 GY0846
 GY0846.The horizontal coordinates were scaled from a topographic map and have
 GY0846.an estimated accuracy of +/- 6 seconds.
 GY0846
 GY0846.The orthometric height was determined by differential leveling
 GY0846.and adjusted by the National Geodetic Survey in June 1991..
 GY0846
 GY0846.The geoid height was determined by GEOID03.
 GY0846
 GY0846.The dynamic height is computed by dividing the NAVD 88
 GY0846.geopotential number by the normal gravity value computed on the
 GY0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0846.degrees latitude (g = 980.6199 gals.).
 GY0846
 GY0846.The modeled gravity was interpolated from observed gravity values.
 GY0846
 GY0846;                    North         East    Units  Estimated Accuracy
 GY0846;SPC KY1Z     - 1,121,660.    1,783,840.      MT  (+/- 180 meters Scaled)
 GY0846
 GY0846                          SUPERSEDED SURVEY CONTROL
 GY0846
 GY0846  NGVD 29 (??/??/92)  230.073  (m)          754.83   (f) ADJ UNCH    2 0
 GY0846
 GY0846.Superseded values are not recommended for survey control.
 GY0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0846.See file dsdata.txt to determine how the superseded data were derived.
 GY0846
 GY0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB632387(NAD 83)
 GY0846_MARKER: DD = SURVEY DISK
 GY0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0846_SP_SET: PIER
 GY0846_STAMPING: KENTUCKY 754.831
 GY0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0846
 GY0846  HISTORY     - Date     Condition        Report By
 GY0846  HISTORY     - UNK      MONUMENTED       USGS
 GY0846  HISTORY     - 1956     POOR             NGS
 GY0846
 GY0846                          STATION DESCRIPTION
 GY0846
 GY0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0846'4.9 MI NE FROM VIRGIE.
 GY0846'4.9 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 GY0846'THE STATION AT VIRGIE, 0.2 MILE SOUTH OF CROSSING OF U.S. HIGHWAY
 GY0846'23 AT ROBINSON CREEK, 12 FEET EAST OF THE EAST RAIL, IN THE TOP
 GY0846'OF THE EAST END OF THE NORTH CONCRETE PIER OF RAILROAD BRIDGE
 GY0846'NO. 57 OVER ROBINSON CREEK, 3 FEET BELOW LEVEL OF TRACK.  NOTE--
 GY0846'MARK MAY BE REACHED BY GOING SOUTHWEST ALONG THE CHESAPEAKE AND
 GY0846'OHIO RAILROAD FOR 5.5 MILES FROM THE STATION AT SHELBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1759 ***********************************************************************
 GY1759  DESIGNATION -  757
 GY1759  PID         -  GY1759
 GY1759  STATE/COUNTY-  KY/BREATHITT
 GY1759  USGS QUAD   -  JACKSON (1978)
 GY1759
 GY1759                         *CURRENT SURVEY CONTROL
 GY1759  ___________________________________________________________________
 GY1759* NAD 83(1986)-  37 33 26.     (N)    083 25 38.     (W)     SCALED    
 GY1759* NAVD 88     -       230.377  (meters)     755.83   (feet)  ADJUSTED  
 GY1759  ___________________________________________________________________
 GY1759  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GY1759  DYNAMIC HT  -         230.200 (meters)     755.25  (feet)  COMP
 GY1759  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 GY1759
 GY1759  VERT ORDER  -  FIRST     CLASS II
 GY1759
 GY1759.The horizontal coordinates were scaled from a topographic map and have
 GY1759.an estimated accuracy of +/- 6 seconds.
 GY1759
 GY1759.The orthometric height was determined by differential leveling
 GY1759.and adjusted by the National Geodetic Survey in June 1991..
 GY1759
 GY1759.The geoid height was determined by GEOID03.
 GY1759
 GY1759.The dynamic height is computed by dividing the NAVD 88
 GY1759.geopotential number by the normal gravity value computed on the
 GY1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1759.degrees latitude (g = 980.6199 gals.).
 GY1759
 GY1759.The modeled gravity was interpolated from observed gravity values.
 GY1759
 GY1759;                    North         East    Units  Estimated Accuracy
 GY1759;SPC KY1Z     - 1,138,380.    1,705,200.      MT  (+/- 180 meters Scaled)
 GY1759
 GY1759                          SUPERSEDED SURVEY CONTROL
 GY1759
 GY1759  NGVD 29 (??/??/92)  230.536  (m)          756.35   (f) ADJ UNCH    1 2
 GY1759
 GY1759.Superseded values are not recommended for survey control.
 GY1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1759.See file dsdata.txt to determine how the superseded data were derived.
 GY1759
 GY1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB856594(NAD 83)
 GY1759_MARKER: DD = SURVEY DISK
 GY1759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1759_SP_SET: SIGNAL BASE
 GY1759_STAMPING: 757 4 RHP 1949 756.350
 GY1759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1759+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 GY1759
 GY1759  HISTORY     - Date     Condition        Report By
 GY1759  HISTORY     - 1949     MONUMENTED       USGS
 GY1759  HISTORY     - 1950     GOOD             NGS
 GY1759  HISTORY     - 1957     GOOD             NGS
 GY1759  HISTORY     - 19960430 GOOD             KYDT
 GY1759
 GY1759                          STATION DESCRIPTION
 GY1759
 GY1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY1759'3.2 MI W FROM JACKSON.
 GY1759'ABOUT 3.15 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY1759'FROM THE STATION AT JACKSON, ABOUT 0.15 MILE SOUTHWEST OF THE
 GY1759'POST OFFICE AT ELKATAWA, AT THE WEST END OF ELKATAWA SIDING, SET
 GY1759'VERTICALLY IN THE CENTER OF THE NORTH FACE OF CONCRETE BASE OF
 GY1759'BLOCK SIGNAL, 6 1/2 FEET SOUTH OF THE SOUTH RAIL AND ABOUT LEVEL
 GY1759'WITH THE TRACK.
 GY1759
 GY1759                          STATION RECOVERY (1957)
 GY1759
 GY1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY1759'RECOVERED IN GOOD CONDITION.
 GY1759
 GY1759                          STATION RECOVERY (1996)
 GY1759
 GY1759'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1759'MARK IS 70 YARDS WEST OF RR CROSSING, 8 FEET NORTH OF POWER POLE 82.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2131 ***********************************************************************
 GY2131  DESIGNATION -  757
 GY2131  PID         -  GY2131
 GY2131  STATE/COUNTY-  KY/LESLIE
 GY2131  USGS QUAD   -  BUCKHORN (1979)
 GY2131
 GY2131                         *CURRENT SURVEY CONTROL
 GY2131  ___________________________________________________________________
 GY2131* NAD 83(1986)-  37 16 23.     (N)    083 26 23.     (W)     SCALED    
 GY2131* NAVD 88     -       230.442  (meters)     756.04   (feet)  ADJUSTED  
 GY2131  ___________________________________________________________________
 GY2131  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GY2131  DYNAMIC HT  -         230.259 (meters)     755.44  (feet)  COMP
 GY2131  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 GY2131
 GY2131  VERT ORDER  -  SECOND    CLASS 0
 GY2131
 GY2131.The horizontal coordinates were scaled from a topographic map and have
 GY2131.an estimated accuracy of +/- 6 seconds.
 GY2131
 GY2131.The orthometric height was determined by differential leveling
 GY2131.and adjusted by the National Geodetic Survey in June 1991..
 GY2131
 GY2131.The geoid height was determined by GEOID03.
 GY2131
 GY2131.The dynamic height is computed by dividing the NAVD 88
 GY2131.geopotential number by the normal gravity value computed on the
 GY2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2131.degrees latitude (g = 980.6199 gals.).
 GY2131
 GY2131.The modeled gravity was interpolated from observed gravity values.
 GY2131
 GY2131;                    North         East    Units  Estimated Accuracy
 GY2131;SPC KY1Z     - 1,106,830.    1,704,880.      MT  (+/- 180 meters Scaled)
 GY2131
 GY2131                          SUPERSEDED SURVEY CONTROL
 GY2131
 GY2131  NGVD 29 (??/??/92)  230.607  (m)          756.58   (f) ADJ UNCH    2 0
 GY2131
 GY2131.Superseded values are not recommended for survey control.
 GY2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2131.See file dsdata.txt to determine how the superseded data were derived.
 GY2131
 GY2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB836279(NAD 83)
 GY2131_MARKER: DD = SURVEY DISK
 GY2131_SETTING: 80 = SET IN A BOULDER
 GY2131_SP_SET: BOULDER
 GY2131_STAMPING: 757 KENTUCKY
 GY2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2131+STABILITY: SURFACE MOTION
 GY2131
 GY2131  HISTORY     - Date     Condition        Report By
 GY2131  HISTORY     - UNK      MONUMENTED       USGS
 GY2131  HISTORY     - 1950     GOOD             NGS
 GY2131  HISTORY     - 1957     MARK NOT FOUND   NGS
 GY2131  HISTORY     - 19960625 MARK NOT FOUND   KYDT
 GY2131
 GY2131                          STATION DESCRIPTION
 GY2131
 GY2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2131'0.4 MI NW FROM SHOAL.
 GY2131'ABOUT 0.35 MILE NORTHWEST ALONG A SMALL ROAD FOLLOWING ELKHORN
 GY2131'CREEK FROM ELKHORN SCHOOL AT SHOAL, ABOUT 165 YARDS EAST AND
 GY2131'UPSTREAM FROM FORD ACROSS MIDDLE FORK OF KENTUCKY RIVER, NORTHWEST
 GY2131'AND ACROSS RIVER FROM MOUTH OF ELKHORN CREEK, 25 FEET SOUTH OF
 GY2131'THE CENTER LINE OF A SMALL ROAD PARALLELING NORTH BANK OF RIVER,
 GY2131'SET IN THE TOP OF THE EAST SQUARE CORNER OF A LARGE BOULDER
 GY2131'EMBEDDED IN THE RIVER BANK ABOUT 8 FEET ABOVE THE LEVEL OF LOW
 GY2131'WATER, ABOUT 20 FEET WEST OF EAST END OF ROCKY PART OF RIVER BANK,
 GY2131'1.7 FEET WEST-NORTHWEST OF THE EAST CORNER OF BOULDER AND ABOUT 8
 GY2131'FEET BELOW THE ROAD PARALELLING THE RIVER.  FLOOD WATERS HAVE
 GY2131'PILED DRIFTWOOD AND DEBRIS ALONG THIS BANK TOO LARGE TO MOVE, AND
 GY2131'THE MARK IS COVERED.
 GY2131
 GY2131                          STATION RECOVERY (1957)
 GY2131
 GY2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2131'MARK NOT FOUND.
 GY2131
 GY2131                          STATION RECOVERY (1996)
 GY2131
 GY2131'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2131'MARK, IF HERE, IS BENEATH WATERS OF BUCKHORN LAKE, CONSIDER DESTROYED.
 GY2131' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1389 ***********************************************************************
 GY1389  DESIGNATION -  758
 GY1389  PID         -  GY1389
 GY1389  STATE/COUNTY-  KY/LAWRENCE
 GY1389  USGS QUAD   -  SITKA (1992)
 GY1389
 GY1389                         *CURRENT SURVEY CONTROL
 GY1389  ___________________________________________________________________
 GY1389* NAD 83(1986)-  37 58 02.     (N)    082 49 56.     (W)     SCALED    
 GY1389* NAVD 88     -       230.779  (meters)     757.15   (feet)  ADJUSTED  
 GY1389  ___________________________________________________________________
 GY1389  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 GY1389  DYNAMIC HT  -         230.610 (meters)     756.59  (feet)  COMP
 GY1389  MODELED GRAV-     979,893.0   (mgal)                       NAVD 88
 GY1389
 GY1389  VERT ORDER  -  SECOND    CLASS 0
 GY1389
 GY1389.The horizontal coordinates were scaled from a topographic map and have
 GY1389.an estimated accuracy of +/- 6 seconds.
 GY1389
 GY1389.The orthometric height was determined by differential leveling
 GY1389.and adjusted by the National Geodetic Survey in June 1991..
 GY1389
 GY1389.The geoid height was determined by GEOID03.
 GY1389
 GY1389.The dynamic height is computed by dividing the NAVD 88
 GY1389.geopotential number by the normal gravity value computed on the
 GY1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1389.degrees latitude (g = 980.6199 gals.).
 GY1389
 GY1389.The modeled gravity was interpolated from observed gravity values.
 GY1389
 GY1389;                    North         East    Units  Estimated Accuracy
 GY1389;SPC KY1Z     - 1,185,340.    1,756,320.      MT  (+/- 180 meters Scaled)
 GY1389
 GY1389                          SUPERSEDED SURVEY CONTROL
 GY1389
 GY1389  NGVD 29 (??/??/92)  230.980  (m)          757.81   (f) ADJ UNCH    2 0
 GY1389
 GY1389.Superseded values are not recommended for survey control.
 GY1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1389.See file dsdata.txt to determine how the superseded data were derived.
 GY1389
 GY1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC390037(NAD 83)
 GY1389_MARKER: DD = SURVEY DISK
 GY1389_SETTING: 66 = SET IN ROCK OUTCROP
 GY1389_SP_SET: ROCK OUTCROP
 GY1389_STAMPING: KY 757.807
 GY1389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1389+STABILITY: POSITION/ELEVATION WELL
 GY1389
 GY1389  HISTORY     - Date     Condition        Report By
 GY1389  HISTORY     - UNK      MONUMENTED       USGS
 GY1389  HISTORY     - 1955     POOR             NGS
 GY1389
 GY1389                          STATION DESCRIPTION
 GY1389
 GY1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1389'2.9 MI N FROM CHANDLERVILLE.
 GY1389'2.9 MILES NORTH ALONG A DIRT ROAD FROM THE SCHOOL AT
 GY1389'CHANDLERVILLE, AT THE JUNCTION OF GRAVEL ROAD SOUTHWEST TO KERZ,
 GY1389'ABOUT 0.1 MILE NORTH OF THE JOHNSON-LAWRENCE COUNTY LINE, 209 FEET
 GY1389'SOUTHWEST OF THE JUNCTION OF GRAVEL AND DIRT ROADS, 101 FEET
 GY1389'WEST OF THE CENTER OF DIRT ROAD, 64 FEET SOUTH OF THE CENTER
 GY1389'OF GRAVEL ROAD, 43.5 FEET SOUTHEAST OF EAST END OF AN 18-INCH
 GY1389'PIPE CULVERT UNDER GRAVEL ROAD, IN THE TOP AND 7 FEET EAST OF THE
 GY1389'WEST EDGE OF LARGE SANDSTONE OUTCROP, AT WEST EDGE OF AN ABANDONED
 GY1389'ROAD SOUTHEAST, 2 FEET BELOW LEVEL OF DIRT ROAD AND ABOUT 7 FEET
 GY1389'BELOW LEVEL OF GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0305 ***********************************************************************
 HZ0305  DESIGNATION -  76
 HZ0305  PID         -  HZ0305
 HZ0305  STATE/COUNTY-  KY/FAYETTE
 HZ0305  USGS QUAD   -  GEORGETOWN (1993)
 HZ0305
 HZ0305                         *CURRENT SURVEY CONTROL
 HZ0305  ___________________________________________________________________
 HZ0305* NAD 83(1986)-  38 07 34.     (N)    084 31 48.     (W)     SCALED    
 HZ0305* NAVD 88     -       283.707  (meters)     930.80   (feet)  ADJUSTED  
 HZ0305  ___________________________________________________________________
 HZ0305  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ0305  DYNAMIC HT  -         283.500 (meters)     930.12  (feet)  COMP
 HZ0305  MODELED GRAV-     979,892.5   (mgal)                       NAVD 88
 HZ0305
 HZ0305  VERT ORDER  -  FIRST     CLASS II
 HZ0305
 HZ0305.The horizontal coordinates were scaled from a topographic map and have
 HZ0305.an estimated accuracy of +/- 6 seconds.
 HZ0305
 HZ0305.The orthometric height was determined by differential leveling
 HZ0305.and adjusted by the National Geodetic Survey in June 1991..
 HZ0305.WARNING-Repeat measurements at this control monument indicate possible
 HZ0305.vertical movement.
 HZ0305
 HZ0305.The geoid height was determined by GEOID03.
 HZ0305
 HZ0305.The dynamic height is computed by dividing the NAVD 88
 HZ0305.geopotential number by the normal gravity value computed on the
 HZ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0305.degrees latitude (g = 980.6199 gals.).
 HZ0305
 HZ0305.The modeled gravity was interpolated from observed gravity values.
 HZ0305
 HZ0305;                    North         East    Units  Estimated Accuracy
 HZ0305;SPC KY1Z     - 1,199,670.    1,606,960.      MT  (+/- 180 meters Scaled)
 HZ0305
 HZ0305                          SUPERSEDED SURVEY CONTROL
 HZ0305
 HZ0305  NGVD 29 (??/??/92)  283.868  (m)          931.32   (f) ADJ UNCH    1 2
 HZ0305
 HZ0305.Superseded values are not recommended for survey control.
 HZ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0305.See file dsdata.txt to determine how the superseded data were derived.
 HZ0305
 HZ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH165226(NAD 83)
 HZ0305_MARKER: DD = SURVEY DISK
 HZ0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0305_STAMPING: 76 930.950
 HZ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0305+STABILITY: SURFACE MOTION
 HZ0305
 HZ0305  HISTORY     - Date     Condition        Report By
 HZ0305  HISTORY     - UNK      MONUMENTED       LNRR
 HZ0305  HISTORY     - 1958     GOOD             NGS
 HZ0305
 HZ0305                          STATION DESCRIPTION
 HZ0305
 HZ0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HZ0305'1.7 MI S FROM DONERAIL.
 HZ0305'1.7 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE STATION AT
 HZ0305'DONERAIL, 0.4 MILE NORTH OF MILE POST 76, 4 1/2 RAILS SOUTH OF A
 HZ0305'RAILROAD LIGHT SIGNAL, SOUTHWEST AND ACROSS THE TRACKS FROM
 HZ0305'TELEPHONE POLE NO. 27 G, 9 FEET WEST OF THE WEST RAIL OF MAIN
 HZ0305'TRACK, AND ABOUT LEVEL WITH THE TRACK, A 1-INCH DISK SET IN THE
 HZ0305'TOP OF A 4 INCH SQUARE CONCRETE POST WHICH EXTENDS THROUGHT OF
 HZ0305'CENTER OF A ROUND SLAB OF CONCRETE ABOUT 6 INCHES THICK AND IS
 HZ0305'ABOUT LEVEL WITH FILL.  NOTE-- THIS MARK IS NOT VERY STABLE AS
 HZ0305'THE POST IS ONLY ABOUT 2 FEET IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0235 ***********************************************************************
 HA0235  DESIGNATION -  762
 HA0235  PID         -  HA0235
 HA0235  STATE/COUNTY-  KY/GRAYSON
 HA0235  USGS QUAD   -  LEITCHFIELD (1967)
 HA0235
 HA0235                         *CURRENT SURVEY CONTROL
 HA0235  ___________________________________________________________________
 HA0235* NAD 83(1986)-  37 28 51.     (N)    086 18 05.     (W)     SCALED    
 HA0235* NAVD 88     -       231.859  (meters)     760.69   (feet)  ADJUSTED  
 HA0235  ___________________________________________________________________
 HA0235  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HA0235  DYNAMIC HT  -         231.686 (meters)     760.12  (feet)  COMP
 HA0235  MODELED GRAV-     979,877.3   (mgal)                       NAVD 88
 HA0235
 HA0235  VERT ORDER  -  SECOND    CLASS 0
 HA0235
 HA0235.The horizontal coordinates were scaled from a topographic map and have
 HA0235.an estimated accuracy of +/- 6 seconds.
 HA0235
 HA0235.The orthometric height was determined by differential leveling
 HA0235.and adjusted by the National Geodetic Survey in June 1991..
 HA0235
 HA0235.The geoid height was determined by GEOID03.
 HA0235
 HA0235.The dynamic height is computed by dividing the NAVD 88
 HA0235.geopotential number by the normal gravity value computed on the
 HA0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0235.degrees latitude (g = 980.6199 gals.).
 HA0235
 HA0235.The modeled gravity was interpolated from observed gravity values.
 HA0235
 HA0235;                    North         East    Units  Estimated Accuracy
 HA0235;SPC KY1Z     - 1,127,500.    1,451,230.      MT  (+/- 180 meters Scaled)
 HA0235
 HA0235                          SUPERSEDED SURVEY CONTROL
 HA0235
 HA0235  NGVD 29 (??/??/92)  231.980  (m)          761.09   (f) ADJ UNCH    2 0
 HA0235
 HA0235.Superseded values are not recommended for survey control.
 HA0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0235.See file dsdata.txt to determine how the superseded data were derived.
 HA0235
 HA0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG617484(NAD 83)
 HA0235_MARKER: Q = CHISELED SQUARE
 HA0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0235_SP_SET: CONCRETE BASE
 HA0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0235
 HA0235  HISTORY     - Date     Condition        Report By
 HA0235  HISTORY     - UNK      MONUMENTED       USGS
 HA0235  HISTORY     - 1935     GOOD             NGS
 HA0235
 HA0235                          STATION DESCRIPTION
 HA0235
 HA0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0235'1.1 MI W FROM LEITCHFIELD.
 HA0235'1.1 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0235'STATION AT LEITCHFIELD, GRAYSON COUNTY, AT A STREET CROSSING,
 HA0235'10 FEET SOUTH OF THE CENTER OF THE CROSSING, 8.2 FEET SOUTHEAST
 HA0235'OF THE SOUTHEAST RAIL, ON THE TOP OF THE NORTH CORNER OF THE
 HA0235'CONCRETE BASE OF THE CROSSING SIGN, AND ABOUT 2-1/2 FEET HIGHER
 HA0235'THAN THE TRACK.  A 1-1/4-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1401 ***********************************************************************
 GZ1401  DESIGNATION -  763.8
 GZ1401  PID         -  GZ1401
 GZ1401  STATE/COUNTY-  KY/BOYLE
 GZ1401  USGS QUAD   -  GRAVEL SWITCH (1953)
 GZ1401
 GZ1401                         *CURRENT SURVEY CONTROL
 GZ1401  ___________________________________________________________________
 GZ1401* NAD 83(1986)-  37 33 00.     (N)    085 01 25.     (W)     SCALED    
 GZ1401* NAVD 88     -       232.663  (meters)     763.33   (feet)  ADJUSTED  
 GZ1401  ___________________________________________________________________
 GZ1401  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 GZ1401  DYNAMIC HT  -         232.482 (meters)     762.73  (feet)  COMP
 GZ1401  MODELED GRAV-     979,847.3   (mgal)                       NAVD 88
 GZ1401
 GZ1401  VERT ORDER  -  SECOND    CLASS 0
 GZ1401
 GZ1401.The horizontal coordinates were scaled from a topographic map and have
 GZ1401.an estimated accuracy of +/- 6 seconds.
 GZ1401
 GZ1401.The orthometric height was determined by differential leveling
 GZ1401.and adjusted by the National Geodetic Survey in June 1991..
 GZ1401
 GZ1401.The geoid height was determined by GEOID03.
 GZ1401
 GZ1401.The dynamic height is computed by dividing the NAVD 88
 GZ1401.geopotential number by the normal gravity value computed on the
 GZ1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1401.degrees latitude (g = 980.6199 gals.).
 GZ1401
 GZ1401.The modeled gravity was interpolated from observed gravity values.
 GZ1401
 GZ1401;                    North         East    Units  Estimated Accuracy
 GZ1401;SPC KY1Z     - 1,135,280.    1,564,180.      MT  (+/- 180 meters Scaled)
 GZ1401
 GZ1401                          SUPERSEDED SURVEY CONTROL
 GZ1401
 GZ1401  NGVD 29 (??/??/92)  232.806  (m)          763.80   (f) ADJ UNCH    2 0
 GZ1401
 GZ1401.Superseded values are not recommended for survey control.
 GZ1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1401.See file dsdata.txt to determine how the superseded data were derived.
 GZ1401
 GZ1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG745577(NAD 83)
 GZ1401_MARKER: Q = CHISELED SQUARE
 GZ1401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1401_SP_SET: BRIDGE ABUTMENT
 GZ1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1401
 GZ1401  HISTORY     - Date     Condition        Report By
 GZ1401  HISTORY     - UNK      MONUMENTED       USGS
 GZ1401  HISTORY     - 1951     GOOD             NGS
 GZ1401  HISTORY     - 1958     GOOD             NGS
 GZ1401
 GZ1401                          STATION DESCRIPTION
 GZ1401
 GZ1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1401'3.1 MI SE FROM GRAVEL SWITCH.
 GZ1401'ABOUT 0.6 MILES SOUTH, THENCE ABOUT 2.5 MILES SOUTHEAST ALONG
 GZ1401'STATE HIGHWAY 243 FROM THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ1401'STATION AT GRAVEL SWITCH, ABOUT 0.7 MILE SOUTHEAST OF NORTH
 GZ1401'ROLLING FORK BAPTIST CHURCH, AT THE BOYLE-CASEY COUNTY LINE,
 GZ1401'NEAR THE CONFLUENCE OF NORTH ROLLING FORK AND LITTLE SOUTH FORK,
 GZ1401'A 1 1/2-INCH OUTLINE SQUARE ON THE TOP OF THE WEST END OF THE NORTH
 GZ1401'CONCRETE ABUTMENT OF A 105-FOOT STEEL BRIDGE OVER NORTH ROLLING
 GZ1401'FORK, 8 FEET WEST OF CENTER LINE OF BRIDGE FLOOR, ABOUT 50 YARDS
 GZ1401'SOUTH OF THE JUNCTION OF A ROAD EAST, 1 FOOT WEST OF THE WEST
 GZ1401'EDGE OF STEEL BEAM AND ABOUT LEVEL WITH BRIDGE FLOOR.
 GZ1401
 GZ1401                          STATION RECOVERY (1958)
 GZ1401
 GZ1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1821 ***********************************************************************
 GC1821  DESIGNATION -  77 JWM
 GC1821  PID         -  GC1821
 GC1821  STATE/COUNTY-  KY/CHRISTIAN
 GC1821  USGS QUAD   -  CHURCH HILL (1981)
 GC1821
 GC1821                         *CURRENT SURVEY CONTROL
 GC1821  ___________________________________________________________________
 GC1821* NAD 83(1986)-  36 48 38.     (N)    087 36 39.     (W)     SCALED    
 GC1821* NAVD 88     -       149.491  (meters)     490.46   (feet)  ADJUSTED  
 GC1821  ___________________________________________________________________
 GC1821  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC1821  DYNAMIC HT  -         149.373 (meters)     490.07  (feet)  COMP
 GC1821  MODELED GRAV-     979,843.9   (mgal)                       NAVD 88
 GC1821
 GC1821  VERT ORDER  -  SECOND    CLASS 0
 GC1821
 GC1821.The horizontal coordinates were scaled from a topographic map and have
 GC1821.an estimated accuracy of +/- 6 seconds.
 GC1821
 GC1821.The orthometric height was determined by differential leveling
 GC1821.and adjusted by the National Geodetic Survey in June 1991..
 GC1821
 GC1821.The geoid height was determined by GEOID03.
 GC1821
 GC1821.The dynamic height is computed by dividing the NAVD 88
 GC1821.geopotential number by the normal gravity value computed on the
 GC1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1821.degrees latitude (g = 980.6199 gals.).
 GC1821
 GC1821.The modeled gravity was interpolated from observed gravity values.
 GC1821
 GC1821;                    North         East    Units  Estimated Accuracy
 GC1821;SPC KY1Z     - 1,054,620.    1,333,950.      MT  (+/- 180 meters Scaled)
 GC1821
 GC1821                          SUPERSEDED SURVEY CONTROL
 GC1821
 GC1821  NGVD 29 (??/??/92)  149.546  (m)          490.64   (f) ADJ UNCH    2 0
 GC1821
 GC1821.Superseded values are not recommended for survey control.
 GC1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1821.See file dsdata.txt to determine how the superseded data were derived.
 GC1821
 GC1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF455740(NAD 83)
 GC1821_MARKER: DD = SURVEY DISK
 GC1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1821_STAMPING: 77 JWM 1949
 GC1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1821+STABILITY: SURFACE MOTION
 GC1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC1821+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2001
 GC1821
 GC1821  HISTORY     - Date     Condition        Report By
 GC1821  HISTORY     - 1949     MONUMENTED       USGS
 GC1821  HISTORY     - 1968     GOOD             PAS
 GC1821  HISTORY     - 20011026 GOOD             PENRIL
 GC1821
 GC1821                          STATION DESCRIPTION
 GC1821
 GC1821'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1821'1.3 MI NE FROM NEWSTEAD.
 GC1821'ABOUT 1.28 MILE NORTH EAST ALONG KY 164 FROM INTERSECTION OF
 GC1821'KY 164 AND KY 117 IN NEWSTEAD TO STATION ON LT, 39.70 FEET NORTH
 GC1821'EAST OF END OF FENCE, 38.20 FEET NORTH EAST OF INTERSECTION OF
 GC1821'KY 164 AND GRAVEL RD. LT., 28.7 FEET NORTH WEST OF CENTER OF KY.
 GC1821'164, 2.80 FEET SOUTH WEST OF FENCE COR.  A U.S.G.S DISK SET IN
 GC1821'TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED 77 JWM 1949.
 GC1821
 GC1821                          STATION RECOVERY (2001)
 GC1821
 GC1821'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2001 (JMC)
 GC1821'MARK MISSING TOP CORNER OF CONCRETE, BUT STILL APPEARS STABLE AND
 GC1821'USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1817 ***********************************************************************
 GC1817  DESIGNATION -  78 JWM
 GC1817  PID         -  GC1817
 GC1817  STATE/COUNTY-  KY/CHRISTIAN
 GC1817  USGS QUAD   -  CALEDONIA (1981)
 GC1817
 GC1817                         *CURRENT SURVEY CONTROL
 GC1817  ___________________________________________________________________
 GC1817* NAD 83(1986)-  36 48 26.     (N)    087 37 55.     (W)     SCALED    
 GC1817* NAVD 88     -       154.961  (meters)     508.40   (feet)  ADJUSTED  
 GC1817  ___________________________________________________________________
 GC1817  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC1817  DYNAMIC HT  -         154.839 (meters)     508.00  (feet)  COMP
 GC1817  MODELED GRAV-     979,844.1   (mgal)                       NAVD 88
 GC1817
 GC1817  VERT ORDER  -  SECOND    CLASS 0
 GC1817
 GC1817.The horizontal coordinates were scaled from a topographic map and have
 GC1817.an estimated accuracy of +/- 6 seconds.
 GC1817
 GC1817.The orthometric height was determined by differential leveling
 GC1817.and adjusted by the National Geodetic Survey in June 1991..
 GC1817
 GC1817.The geoid height was determined by GEOID03.
 GC1817
 GC1817.The dynamic height is computed by dividing the NAVD 88
 GC1817.geopotential number by the normal gravity value computed on the
 GC1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1817.degrees latitude (g = 980.6199 gals.).
 GC1817
 GC1817.The modeled gravity was interpolated from observed gravity values.
 GC1817
 GC1817;                    North         East    Units  Estimated Accuracy
 GC1817;SPC KY1Z     - 1,054,290.    1,332,060.      MT  (+/- 180 meters Scaled)
 GC1817
 GC1817                          SUPERSEDED SURVEY CONTROL
 GC1817
 GC1817  NGVD 29 (??/??/92)  155.020  (m)          508.59   (f) ADJ UNCH    2 0
 GC1817
 GC1817.Superseded values are not recommended for survey control.
 GC1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1817.See file dsdata.txt to determine how the superseded data were derived.
 GC1817
 GC1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF436736(NAD 83)
 GC1817_MARKER: DD = SURVEY DISK
 GC1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1817_STAMPING: 78 JWM 1949
 GC1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1817+STABILITY: SURFACE MOTION
 GC1817
 GC1817  HISTORY     - Date     Condition        Report By
 GC1817  HISTORY     - 1949     MONUMENTED       USGS
 GC1817  HISTORY     - 1968     GOOD             PAS
 GC1817
 GC1817                          STATION DESCRIPTION
 GC1817
 GC1817'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1817'0.6 MI N FROM NEWSTEAD.
 GC1817'ABOUT 0.55 MILE NORTH ALONG STATE HGWY 117 FROM INTERSECTION OF
 GC1817'117 AND 164 IN NEWSTEAD, 33.0 FEET SOUTH WEST OF CENTER OF ROAD
 GC1817'INTERSECTION, 17.8 FEET WEST OF CENTER OF STATE HGWY 117, 1.6 FEET
 GC1817'EAST OF N END OF FENCE LINE.  A STANDARD U.S.G.S. TABLET SET IN
 GC1817'TOP OF CONCRETE POST PROJECTING 4 INCHES AND STAMPED 78 JWM 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0845 ***********************************************************************
 GY0845  DESIGNATION -  783
 GY0845  PID         -  GY0845
 GY0845  STATE/COUNTY-  KY/PIKE
 GY0845  USGS QUAD   -  DORTON (1992)
 GY0845
 GY0845                         *CURRENT SURVEY CONTROL
 GY0845  ___________________________________________________________________
 GY0845* NAD 83(1986)-  37 21 37.     (N)    082 33 26.     (W)     SCALED    
 GY0845* NAVD 88     -       238.451  (meters)     782.32   (feet)  ADJUSTED  
 GY0845  ___________________________________________________________________
 GY0845  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GY0845  DYNAMIC HT  -         238.263 (meters)     781.70  (feet)  COMP
 GY0845  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 GY0845
 GY0845  VERT ORDER  -  SECOND    CLASS 0
 GY0845
 GY0845.The horizontal coordinates were scaled from a topographic map and have
 GY0845.an estimated accuracy of +/- 6 seconds.
 GY0845
 GY0845.The orthometric height was determined by differential leveling
 GY0845.and adjusted by the National Geodetic Survey in June 1991..
 GY0845
 GY0845.The geoid height was determined by GEOID03.
 GY0845
 GY0845.The dynamic height is computed by dividing the NAVD 88
 GY0845.geopotential number by the normal gravity value computed on the
 GY0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0845.degrees latitude (g = 980.6199 gals.).
 GY0845
 GY0845.The modeled gravity was interpolated from observed gravity values.
 GY0845
 GY0845;                    North         East    Units  Estimated Accuracy
 GY0845;SPC KY1Z     - 1,118,810.    1,782,780.      MT  (+/- 180 meters Scaled)
 GY0845
 GY0845                          SUPERSEDED SURVEY CONTROL
 GY0845
 GY0845  NGVD 29 (??/??/92)  238.639  (m)          782.93   (f) ADJ UNCH    2 0
 GY0845
 GY0845.Superseded values are not recommended for survey control.
 GY0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0845.See file dsdata.txt to determine how the superseded data were derived.
 GY0845
 GY0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB620359(NAD 83)
 GY0845_MARKER: DD = SURVEY DISK
 GY0845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0845_SP_SET: CULVERT
 GY0845_STAMPING: KENTUCKY 782.935
 GY0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0845
 GY0845  HISTORY     - Date     Condition        Report By
 GY0845  HISTORY     - UNK      MONUMENTED       USGS
 GY0845  HISTORY     - 1956     POOR             NGS
 GY0845
 GY0845                          STATION DESCRIPTION
 GY0845
 GY0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0845'2.6 MI NE FROM VIRGIE.
 GY0845'2.6 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 GY0845'THE STATION AT VIRGIE, 0.4 MILE SOUTHWEST OF A LARGE COAL TIPPLE
 GY0845'AT ESCO, 0.2 MILE EAST OF STATION SIGN AT PENNY, 253 FEET EAST OF
 GY0845'MILE POST 8, 111 FEET SOUTHWEST OF THE SOUTHWEST END OF A CUT,
 GY0845'15 FEET NORTHWEST OF THE NORTHWEST RAIL, IN THE TOP OF AND 6
 GY0845'INCHES NORTHEAST OF THE SOUTHWEST END OF NORTHWEST CONCRETE
 GY0845'HEAD WALL OF A 1.5 FOOT BOX CULVERT UNDER TRACK, ABOUT 6 FEET
 GY0845'BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0311 ***********************************************************************
 HZ0311  DESIGNATION -  79
 HZ0311  PID         -  HZ0311
 HZ0311  STATE/COUNTY-  KY/FAYETTE
 HZ0311  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0311
 HZ0311                         *CURRENT SURVEY CONTROL
 HZ0311  ___________________________________________________________________
 HZ0311* NAD 83(1986)-  38 04 58.     (N)    084 31 08.     (W)     SCALED    
 HZ0311* NAVD 88     -       286.238  (meters)     939.10   (feet)  ADJUSTED  
 HZ0311  ___________________________________________________________________
 HZ0311  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HZ0311  DYNAMIC HT  -         286.029 (meters)     938.41  (feet)  COMP
 HZ0311  MODELED GRAV-     979,890.3   (mgal)                       NAVD 88
 HZ0311
 HZ0311  VERT ORDER  -  FIRST     CLASS II
 HZ0311
 HZ0311.The horizontal coordinates were scaled from a topographic map and have
 HZ0311.an estimated accuracy of +/- 6 seconds.
 HZ0311
 HZ0311.The orthometric height was determined by differential leveling
 HZ0311.and adjusted by the National Geodetic Survey in June 1991..
 HZ0311.WARNING-Repeat measurements at this control monument indicate possible
 HZ0311.vertical movement.
 HZ0311
 HZ0311.The geoid height was determined by GEOID03.
 HZ0311
 HZ0311.The dynamic height is computed by dividing the NAVD 88
 HZ0311.geopotential number by the normal gravity value computed on the
 HZ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0311.degrees latitude (g = 980.6199 gals.).
 HZ0311
 HZ0311.The modeled gravity was interpolated from observed gravity values.
 HZ0311
 HZ0311;                    North         East    Units  Estimated Accuracy
 HZ0311;SPC KY1Z     - 1,194,870.    1,608,000.      MT  (+/- 180 meters Scaled)
 HZ0311
 HZ0311                          SUPERSEDED SURVEY CONTROL
 HZ0311
 HZ0311  NGVD 29 (??/??/92)  286.396  (m)          939.62   (f) ADJ UNCH    1 2
 HZ0311
 HZ0311.Superseded values are not recommended for survey control.
 HZ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0311.See file dsdata.txt to determine how the superseded data were derived.
 HZ0311
 HZ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH176179(NAD 83)
 HZ0311_MARKER: DD = SURVEY DISK
 HZ0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0311_STAMPING: 79
 HZ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0311+STABILITY: SURFACE MOTION
 HZ0311
 HZ0311  HISTORY     - Date     Condition        Report By
 HZ0311  HISTORY     - UNK      MONUMENTED       LNRR
 HZ0311  HISTORY     - 1949     GOOD             NGS
 HZ0311  HISTORY     - 1958     MARK NOT FOUND   NGS
 HZ0311
 HZ0311                          STATION DESCRIPTION
 HZ0311
 HZ0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0311'2.9 MI N FROM LEXINGTON.
 HZ0311'ABOUT 2.9 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 HZ0311'STATION AT LEXINGTON, ABOUT 0.25 MILE SOUTH OF THE RAILWAY
 HZ0311'OVERPASS OVER SANDERSVILLE ROAD, AT A CURVE IN THE TRACK, 10 FEET
 HZ0311'WEST OF THE WEST RAIL OF THE WEST TRACK, ABOUT 1/2 FOOT BELOW
 HZ0311'THE TRACK AND SET IN THE TOP OF A 4-INCH CONCRETE POST PROJECTING
 HZ0311'14 INCHES.
 HZ0311
 HZ0311                          STATION RECOVERY (1958)
 HZ0311
 HZ0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0552 ***********************************************************************
 GY0552  DESIGNATION -  791
 GY0552  PID         -  GY0552
 GY0552  STATE/COUNTY-  KY/PIKE
 GY0552  USGS QUAD   -  ELKHORN CITY (1978)
 GY0552
 GY0552                         *CURRENT SURVEY CONTROL
 GY0552  ___________________________________________________________________
 GY0552* NAD 83(1986)-  37 18 28.     (N)    082 21 14.     (W)     SCALED    
 GY0552* NAVD 88     -       241.290  (meters)     791.63   (feet)  ADJUSTED  
 GY0552  ___________________________________________________________________
 GY0552  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GY0552  DYNAMIC HT  -         241.097 (meters)     791.00  (feet)  COMP
 GY0552  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 GY0552
 GY0552  VERT ORDER  -  SECOND    CLASS 0
 GY0552
 GY0552.The horizontal coordinates were scaled from a topographic map and have
 GY0552.an estimated accuracy of +/- 6 seconds.
 GY0552
 GY0552.The orthometric height was determined by differential leveling
 GY0552.and adjusted by the National Geodetic Survey in June 1991..
 GY0552
 GY0552.The geoid height was determined by GEOID03.
 GY0552
 GY0552.The dynamic height is computed by dividing the NAVD 88
 GY0552.geopotential number by the normal gravity value computed on the
 GY0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0552.degrees latitude (g = 980.6199 gals.).
 GY0552
 GY0552.The modeled gravity was interpolated from observed gravity values.
 GY0552
 GY0552;                    North         East    Units  Estimated Accuracy
 GY0552;SPC KY1Z     - 1,113,630.    1,800,990.      MT  (+/- 180 meters Scaled)
 GY0552
 GY0552                          SUPERSEDED SURVEY CONTROL
 GY0552
 GY0552  NGVD 29 (??/??/92)  241.490  (m)          792.29   (f) ADJ UNCH    2 0
 GY0552
 GY0552.Superseded values are not recommended for survey control.
 GY0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0552.See file dsdata.txt to determine how the superseded data were derived.
 GY0552
 GY0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB800298(NAD 83)
 GY0552_MARKER: DD = SURVEY DISK
 GY0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0552_SP_SET: BRIDGE
 GY0552_STAMPING: 792.288
 GY0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0552
 GY0552  HISTORY     - Date     Condition        Report By
 GY0552  HISTORY     - UNK      MONUMENTED       USGS
 GY0552  HISTORY     - 1956     POOR             NGS
 GY0552  HISTORY     - 20020723 POOR             KYDT
 GY0552
 GY0552                          STATION DESCRIPTION
 GY0552
 GY0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0552'AT ELKHORN CITY.
 GY0552'AT ELKHORN CITY, 368 FEET NORTHWEST OF THE NORTHWEST END OF THE
 GY0552'STATION, AT THE SOUTHEAST END OF RAILROAD BRIDGE NO. 1280 OVER
 GY0552'RUSSELL FORK RIVER, SET IN THE TOP OF THE SOUTHWEST END OF THE
 GY0552'SOUTHEAST ABUTMENT, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 GY0552'ABOUT 1 FOOT BELOW THE LEVEL OF TRACK.  THIS MARK WAS FOUND WITH
 GY0552'HALF OF THE DISK MISSING, IT WAS A CLEAN BREAK AND THE REMAINING
 GY0552'HALF IS SOLID BUT BATTERED, A PLACE WAS DRESSED OFF TO STAMP
 GY0552'ELEVATION.
 GY0552
 GY0552                          STATION RECOVERY (2002)
 GY0552
 GY0552'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0552'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0948 ***********************************************************************
 HZ0948  DESIGNATION -  793 BOLT USE
 HZ0948  PID         -  HZ0948
 HZ0948  STATE/COUNTY-  KY/GALLATIN
 HZ0948  USGS QUAD   -  VEVAY NORTH (1994)
 HZ0948
 HZ0948                         *CURRENT SURVEY CONTROL
 HZ0948  ___________________________________________________________________
 HZ0948* NAD 83(1986)-  38 45 38.     (N)    085 00 46.     (W)     SCALED    
 HZ0948* NAVD 88     -       138.242  (meters)     453.55   (feet)  ADJUSTED  
 HZ0948  ___________________________________________________________________
 HZ0948  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0948  DYNAMIC HT  -         138.153 (meters)     453.26  (feet)  COMP
 HZ0948  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 HZ0948
 HZ0948  VERT ORDER  -  FIRST     CLASS II
 HZ0948
 HZ0948.The horizontal coordinates were scaled from a topographic map and have
 HZ0948.an estimated accuracy of +/- 6 seconds.
 HZ0948
 HZ0948.The orthometric height was determined by differential leveling
 HZ0948.and adjusted by the National Geodetic Survey in June 1991..
 HZ0948
 HZ0948.The geoid height was determined by GEOID03.
 HZ0948
 HZ0948.The dynamic height is computed by dividing the NAVD 88
 HZ0948.geopotential number by the normal gravity value computed on the
 HZ0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0948.degrees latitude (g = 980.6199 gals.).
 HZ0948
 HZ0948.The modeled gravity was interpolated from observed gravity values.
 HZ0948
 HZ0948;                    North         East    Units  Estimated Accuracy
 HZ0948;SPC KY1Z     - 1,269,640.    1,564,080.      MT  (+/- 180 meters Scaled)
 HZ0948
 HZ0948                          SUPERSEDED SURVEY CONTROL
 HZ0948
 HZ0948  NGVD 29 (??/??/92)  138.425  (m)          454.15   (f) ADJ UNCH    1 2
 HZ0948
 HZ0948.Superseded values are not recommended for survey control.
 HZ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0948.See file dsdata.txt to determine how the superseded data were derived.
 HZ0948
 HZ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH726920(NAD 83)
 HZ0948_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HZ0948_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ0948_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ0948_STAMPING: 793
 HZ0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0948
 HZ0948  HISTORY     - Date     Condition        Report By
 HZ0948  HISTORY     - UNK      MONUMENTED       DOD
 HZ0948  HISTORY     - 1954     GOOD             NGS
 HZ0948  HISTORY     - 1964     MARK NOT FOUND   NGS
 HZ0948
 HZ0948                          STATION DESCRIPTION
 HZ0948
 HZ0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ0948'3.6 MI NE FROM GHENT.
 HZ0948'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 42 FROM THE SCHOOL AT
 HZ0948'GHENT THENCE ABOUT 0.2 MILE NORTHWEST ALONG EDGE OF A CLEARED
 HZ0948'FIELD, LOCATED ON PROPERTY OF MR. V.J. CRAIG AND ABOUT 0.25
 HZ0948'MILE WEST OF CRAIG RESIDENCE, LOCATED ON A RIDGE FORMED BY A
 HZ0948'CREEK ON THE SOUTHEAST SIDE AND OHIO RIVER ON NORTHWEST SIDE,
 HZ0948'ABOUT 75 YARDS SOUTHEAST OF WATERS EDGE OF OHIO RIVER, 100 FEET
 HZ0948'NORTHEAST OF SOUTHWEST END OF RIDGE, 15 FEET NORTHWEST OF CENTER
 HZ0948'LINE OF RIDGE, 21.3 FEET NORTH-NORTHEAST OF A SPIKE IN SLASH
 HZ0948'BLAZE OF A 5-INCH HEDGE TREE, 12.9 FEET NORTH OF SPIKE IN
 HZ0948'SLASH BLAZE OF A 5-INCH HEDGE TREE, 15.9 FEET WEST-SOUTHWEST
 HZ0948'OF A SPIKE IN TRIANGULAR BLAZE OF AN 8-INCH SYCAMORE TREE IN A
 HZ0948'GROUP OF 5 SYCAMORE TREES, 1 FOOT SOUTH OF A WHITE WOODEN
 HZ0948'WITNESS POST AND IS A U.S.E. CAP ON PIPE MOUNTED ON TOP OF A
 HZ0948'CONCRETE PEDESTAL WITH BOLT AND PIPE PROJECTING 1/2 INCH.
 HZ0948
 HZ0948                          STATION RECOVERY (1964)
 HZ0948
 HZ0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0018 ***********************************************************************
 GZ0018  DESIGNATION -  796
 GZ0018  PID         -  GZ0018
 GZ0018  STATE/COUNTY-  KY/CLARK
 GZ0018  USGS QUAD   -  HEDGES (1976)
 GZ0018
 GZ0018                         *CURRENT SURVEY CONTROL
 GZ0018  ___________________________________________________________________
 GZ0018* NAD 83(1986)-  37 55 47.     (N)    084 00 18.     (W)     SCALED    
 GZ0018* NAVD 88     -       242.510  (meters)     795.63   (feet)  ADJUSTED  
 GZ0018  ___________________________________________________________________
 GZ0018  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 GZ0018  DYNAMIC HT  -         242.332 (meters)     795.05  (feet)  COMP
 GZ0018  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 GZ0018
 GZ0018  VERT ORDER  -  FIRST     CLASS II
 GZ0018
 GZ0018.The horizontal coordinates were scaled from a topographic map and have
 GZ0018.an estimated accuracy of +/- 6 seconds.
 GZ0018
 GZ0018.The orthometric height was determined by differential leveling
 GZ0018.and adjusted by the National Geodetic Survey in June 1991..
 GZ0018
 GZ0018.The geoid height was determined by GEOID03.
 GZ0018
 GZ0018.The dynamic height is computed by dividing the NAVD 88
 GZ0018.geopotential number by the normal gravity value computed on the
 GZ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0018.degrees latitude (g = 980.6199 gals.).
 GZ0018
 GZ0018.The modeled gravity was interpolated from observed gravity values.
 GZ0018
 GZ0018;                    North         East    Units  Estimated Accuracy
 GZ0018;SPC KY1Z     - 1,178,610.    1,653,390.      MT  (+/- 180 meters Scaled)
 GZ0018
 GZ0018                          SUPERSEDED SURVEY CONTROL
 GZ0018
 GZ0018  NGVD 29 (??/??/92)  242.661  (m)          796.13   (f) ADJ UNCH    1 2
 GZ0018
 GZ0018.Superseded values are not recommended for survey control.
 GZ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0018.See file dsdata.txt to determine how the superseded data were derived.
 GZ0018
 GZ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH632022(NAD 83)
 GZ0018_MARKER: DD = SURVEY DISK
 GZ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0018_STAMPING: 796 TT 5 EV 1950 796.130
 GZ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0018+STABILITY: SURFACE MOTION
 GZ0018
 GZ0018  HISTORY     - Date     Condition        Report By
 GZ0018  HISTORY     - 1950     MONUMENTED       USGS
 GZ0018  HISTORY     - 1950     GOOD             NGS
 GZ0018  HISTORY     - 1958     GOOD             NGS
 GZ0018
 GZ0018                          STATION DESCRIPTION
 GZ0018
 GZ0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0018'2.8 MI NW FROM WEST BEND.
 GZ0018'ABOUT 2.85 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE
 GZ0018'POST OFFICE AT WEST BEND, AT GOFFS CORNER, AT THE JUNCTION OF
 GZ0018'A BLACK TOP ROAD LEADING NORTH TO INDIAN FIELDS AND KIDDVILLE,
 GZ0018'30 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET
 GZ0018'WEST OF THE CENTER LINE OF THE BLACK TOP ROAD NORTH, 1 FOOT
 GZ0018'SOUTHEAST OF A FENCE LINE, 17 1/2 FEET SOUTHWEST OF A FENCE
 GZ0018'CORNER, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ0018'3 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ0018'PROJECTING 3 INCHES.  NOTE-- THE MARK IS DIRECTLY ACROSS THE
 GZ0018'HIGHWAY FROM TELEPHONE POLE 505.
 GZ0018
 GZ0018                          STATION RECOVERY (1958)
 GZ0018
 GZ0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0350 ***********************************************************************
 HZ0350  DESIGNATION -  798
 HZ0350  PID         -  HZ0350
 HZ0350  STATE/COUNTY-  KY/SCOTT
 HZ0350  USGS QUAD   -  GEORGETOWN (1993)
 HZ0350
 HZ0350                         *CURRENT SURVEY CONTROL
 HZ0350  ___________________________________________________________________
 HZ0350* NAD 83(1986)-  38 13 48.     (N)    084 35 15.     (W)     SCALED    
 HZ0350* NAVD 88     -       242.927  (meters)     797.00   (feet)  ADJUSTED  
 HZ0350  ___________________________________________________________________
 HZ0350  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HZ0350  DYNAMIC HT  -         242.752 (meters)     796.43  (feet)  COMP
 HZ0350  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 HZ0350
 HZ0350  VERT ORDER  -  FIRST     CLASS II
 HZ0350
 HZ0350.The horizontal coordinates were scaled from a topographic map and have
 HZ0350.an estimated accuracy of +/- 6 seconds.
 HZ0350
 HZ0350.The orthometric height was determined by differential leveling
 HZ0350.and adjusted by the National Geodetic Survey in June 1991..
 HZ0350
 HZ0350.The geoid height was determined by GEOID03.
 HZ0350
 HZ0350.The dynamic height is computed by dividing the NAVD 88
 HZ0350.geopotential number by the normal gravity value computed on the
 HZ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0350.degrees latitude (g = 980.6199 gals.).
 HZ0350
 HZ0350.The modeled gravity was interpolated from observed gravity values.
 HZ0350
 HZ0350;                    North         East    Units  Estimated Accuracy
 HZ0350;SPC KY1Z     - 1,211,130.    1,601,780.      MT  (+/- 180 meters Scaled)
 HZ0350
 HZ0350                          SUPERSEDED SURVEY CONTROL
 HZ0350
 HZ0350  NGVD 29 (??/??/92)  243.099  (m)          797.57   (f) ADJ UNCH    1 2
 HZ0350
 HZ0350.Superseded values are not recommended for survey control.
 HZ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0350.See file dsdata.txt to determine how the superseded data were derived.
 HZ0350
 HZ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH111340(NAD 83)
 HZ0350_MARKER: Z = SEE DESCRIPTION
 HZ0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0350_SP_SET: CULVERT
 HZ0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0350
 HZ0350  HISTORY     - Date     Condition        Report By
 HZ0350  HISTORY     - UNK      MONUMENTED       USGS
 HZ0350  HISTORY     - 1949     POOR             NGS
 HZ0350
 HZ0350                          STATION DESCRIPTION
 HZ0350
 HZ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0350'3 MI W FROM GEORGETOWN.
 HZ0350'ABOUT 2.95 MILES WEST ALONG THE FRANKFORT AND CINCINNATI RAILROAD
 HZ0350'FROM ITS CROSSING WITH THE SOUTHERN RAILWAY AT GEORGETOWN, ABOUT
 HZ0350'0.15 MILE SOUTHEAST OF A PRIVATE ROAD CROSSING AND MILE POST F 20,
 HZ0350'SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST STONE HEAD WALL
 HZ0350'OF A DOUBLE CULVERT, 12 FEET NORTHEAST OF THE NORTHEAST RAIL AND
 HZ0350'ABOUT 6 FEET BELOW THE TRACK.  NOTE-- ONLY THE SHANK PORTION OF
 HZ0350'THE DISK REMAINS, THE REST OF THE DISK HAS BEEN BROKEN OFF.  IT
 HZ0350'APPEARS THAT THE HEAD WALL HAS BEEN REBUILT PROBABLY USING SOME
 HZ0350'OF THE SAME STONES.  NO STAMPING REMAINS BUT A CROSS IS CHISELED
 HZ0350'ON SHANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2963 ***********************************************************************
 DH2963  PACS        -  This is a Primary Airport Control Station.
 DH2963  DESIGNATION -  79KY A
 DH2963  PID         -  DH2963
 DH2963  STATE/COUNTY-  KY/JESSAMINE
 DH2963  USGS QUAD   -  LITTLE HICKMAN (1993)
 DH2963
 DH2963                         *CURRENT SURVEY CONTROL
 DH2963  ___________________________________________________________________
 DH2963* NAD 83(1993)-  37 52 16.56489(N)    084 37 02.53166(W)     ADJUSTED  
 DH2963* NAVD 88     -       277.49   (meters)     910.4    (feet)  GPS OBS   
 DH2963  ___________________________________________________________________
 DH2963  X           -     472,916.673 (meters)                     COMP
 DH2963  Y           -  -5,019,176.296 (meters)                     COMP
 DH2963  Z           -   3,894,324.590 (meters)                     COMP
 DH2963  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 DH2963  ELLIP HEIGHT-         244.50  (meters)          (05/05/05) GPS OBS
 DH2963  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DH2963
 DH2963  HORZ ORDER  -  B
 DH2963  ELLP ORDER  -  FOURTH    CLASS II
 DH2963
 DH2963.This mark is at Lucas Field Airport (79KY)
 DH2963
 DH2963.The horizontal coordinates were established by GPS observations
 DH2963.and adjusted by the WOOLPERT CONSULTANTS in May 2005..
 DH2963
 DH2963.The orthometric height was determined by GPS observations and a
 DH2963.high-resolution geoid model.
 DH2963
 DH2963.GPS derived orthometric heights for airport stations designated as
 DH2963.PACS or SACS are published to 2 decimal places.  This maintains
 DH2963.centimeter relative accuracy between the PACS and SACS.  It does
 DH2963.not indicate centimeter accuracy relative to other marks which are
 DH2963.part of the NAVD 88 network.
 DH2963
 DH2963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2963
 DH2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2963
 DH2963.The ellipsoidal height was determined by GPS observations
 DH2963.and is referenced to NAD 83.
 DH2963
 DH2963.The geoid height was determined by GEOID03.
 DH2963
 DH2963;                    North         East     Units Scale Factor Converg.
 DH2963;SPC KY1Z     - 1,171,288.315 1,599,643.419   MT  0.99990495   +0 41 43.4
 DH2963;SPC KY1Z     - 3,842,801.75  5,248,163.45   sFT  0.99990495   +0 41 43.4
 DH2963;SPC KY N     -    41,274.014   467,676.248   MT  1.00001581   -0 13 42.7
 DH2963;SPC KY N     -   135,413.16  1,534,367.82   sFT  1.00001581   -0 13 42.7
 DH2963;UTM  16      - 4,194,207.950   709,568.724   MT  1.00014097   +1 27 47.5
 DH2963
 DH2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2963!SPC KY1Z     -   0.99996164  x   0.99990495  =   0.99986659
 DH2963!SPC KY N     -   0.99996164  x   1.00001581  =   0.99997744
 DH2963!UTM  16      -   0.99996164  x   1.00014097  =   1.00010260
 DH2963
 DH2963:                Primary Azimuth Mark                     Grid Az
 DH2963:SPC KY1Z     -  79KY C                                   091 09 26.0
 DH2963:SPC KY N     -  79KY C                                   092 04 52.1
 DH2963:UTM  16      -  79KY C                                   090 23 21.9
 DH2963
 DH2963|---------------------------------------------------------------------|
 DH2963| PID    Reference Object                     Distance      Geod. Az  |
 DH2963|                                                           dddmmss.s |
 DH2963| DH2957 79KY C                              APPROX. 1.5 KM 0915109.4 |
 DH2963| DH2962 79KY B                              APPROX. 0.8 KM 0953305.6 |
 DH2963|---------------------------------------------------------------------|
 DH2963
 DH2963                          SUPERSEDED SURVEY CONTROL
 DH2963
 DH2963.No superseded survey control is available for this station.
 DH2963
 DH2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG0956994208(NAD 83)
 DH2963_MARKER: DD = SURVEY DISK
 DH2963_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DH2963_SP_SET: MONUMENT ANCORED IN BEDROCK
 DH2963_STAMPING: 79KY A 2005
 DH2963_MARK LOGO: WOOLPT
 DH2963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2963+STABILITY: POSITION/ELEVATION WELL
 DH2963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2963+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2005
 DH2963
 DH2963  HISTORY     - Date     Condition        Report By
 DH2963  HISTORY     - 20050101 MONUMENTED       WOOLPT
 DH2963
 DH2963                          STATION DESCRIPTION
 DH2963
 DH2963'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (BJM)
 DH2963'THE STATION IS LOCATED APPROXIMATELY 2.6 MI SOUTHWEST OF THE CITY OF
 DH2963'NICHOLASVILLE, 2.4 MI EAST OF THE CITY OF WILMORE, AND IS AT THE LUCAS
 DH2963'FILED PRIVATE AIRPORT, NEAR THE WEST END OF AND SOUTH OF RUNWAY 09/27.
 DH2963'PLEASE TAKE NOTE, THIS AIRPORT IS PRIVATE AND VIRTUALLY NO ACCESS WILL
 DH2963'BE GRANTED. OWNERSHIP--R.J. CORMAN RAILROAD GROUP, NICHOLASVILLE, KY.
 DH2963' 
 DH2963'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 27 INTERCHANGE
 DH2963'WITH STATE HIGHWAY 29 (WILMORE ROAD), ON THE WEST SIDE OF
 DH2963'NICHOLASVILLE, GO SOUTH 0.5 MI ON HIGHWAY 27 TO THE JUNCTION OF
 DH2963'HIGHWAY 27 WITH WICHITA DRIVE ON THE LEFT AND THE MAIN ENTRANCE
 DH2963'(GATED) TO R.J. CORMAN RAILROAD GROUP ON THE RIGHT, TURN RIGHT AND GO
 DH2963'SOUTHWEST 0.05 MI ON PRIVATE DRIVE TO THE R.J. CORMAN HEADQUARTER AND
 DH2963'AIRPLANE HANGER BUILDINGS. FROM THE HEADQUARTERS BUILDING GO WEST AND
 DH2963'SOUTHWEST 0.75 MI ON THE TAXIWAY TO THE INTERSECTION OF TAXIWAY AND
 DH2963'AIRPORT PERIMETER ROAD, TURN RIGHT AND GO WEST 0.80 MI ON PERIMETER
 DH2963'ROAD TO THE JUNCTION OF PERIMETER ROAD WITH A GRAVEL DRIVE ON THE
 DH2963'LEFT, TURN LEFT AND GO SOUTH AND EAST 0.10 MI ON GRAVEL DRIVE TO A
 DH2963'DIRT PATH AHEAD, CONTINUE EAST 0.10 MI ON DIRT PATH TO THE STATION ON
 DH2963'THE LEFT. THE STATION IS A 3.5-INCH DIAMETER BRONZE WOOLPERT AIRPORT
 DH2963'GEODETIC CONTROL STATION DISK MARK STAMPED --79KY A 2004-- SET INTO
 DH2963'THE TOP OF A 12-INCH DIAMETER BY 2.5 FOOT DEEP CONCRETE MONUMENT WHICH
 DH2963'IS ANCORED BY WAY OF THREE METAL REBAR INTO BEDROCK, SET FLUSH WITH
 DH2963'THE GROUND AND APPROXIMATELY 15 FEET ABOVE RUNWAY PAVEMENT.
 DH2963' 
 DH2963'THE STATION IS 23.7 METERS (77.8 FEET) SOUTH OF THE SOUTH EDGE OF
 DH2963'RUNWAY, 25 METERS (82 FEET) NORTH OF THE APPROXIMATE CENTERLINE OF
 DH2963'DIRT PATH, 141.75 METERS (465.1 FEET) WEST OF A 20-INCH DIAMETER TWIN
 DH2963'OAK TREE, 78.5 METERS (257.5 FEET) EAST-SOUTHEAST OF THE SOUTH RUNWAY
 DH2963'END INDICATOR LIGHT (REIL), AND 0.98 METERS (3.2 FEET) NORTH OF AN
 DH2963'ORANGE FIBERGLASS WITNESS POST.
 DH2963' 
 DH2963'NOTE--THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 DH2963'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2962 ***********************************************************************
 DH2962  SACS        -  This is a Secondary Airport Control Station.
 DH2962  DESIGNATION -  79KY B
 DH2962  PID         -  DH2962
 DH2962  STATE/COUNTY-  KY/JESSAMINE
 DH2962  USGS QUAD   -  LITTLE HICKMAN (1993)
 DH2962
 DH2962                         *CURRENT SURVEY CONTROL
 DH2962  ___________________________________________________________________
 DH2962* NAD 83(1993)-  37 52 13.89641(N)    084 36 27.91682(W)     ADJUSTED  
 DH2962* NAVD 88     -       268.21   (meters)     880.0    (feet)  GPS OBS   
 DH2962  ___________________________________________________________________
 DH2962  X           -     473,763.032 (meters)                     COMP
 DH2962  Y           -  -5,019,139.869 (meters)                     COMP
 DH2962  Z           -   3,894,253.957 (meters)                     COMP
 DH2962  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 DH2962  ELLIP HEIGHT-         235.24  (meters)          (05/05/05) GPS OBS
 DH2962  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DH2962
 DH2962  HORZ ORDER  -  FIRST
 DH2962  ELLP ORDER  -  FOURTH    CLASS II
 DH2962
 DH2962.This mark is at Lucas Field Airport (79KY)
 DH2962
 DH2962.The horizontal coordinates were established by GPS observations
 DH2962.and adjusted by the WOOLPERT CONSULTANTS in May 2005..
 DH2962
 DH2962.The orthometric height was determined by GPS observations and a
 DH2962.high-resolution geoid model.
 DH2962
 DH2962.GPS derived orthometric heights for airport stations designated as
 DH2962.PACS or SACS are published to 2 decimal places.  This maintains
 DH2962.centimeter relative accuracy between the PACS and SACS.  It does
 DH2962.not indicate centimeter accuracy relative to other marks which are
 DH2962.part of the NAVD 88 network.
 DH2962
 DH2962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2962
 DH2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2962
 DH2962.The ellipsoidal height was determined by GPS observations
 DH2962.and is referenced to NAD 83.
 DH2962
 DH2962.The geoid height was determined by GEOID03.
 DH2962
 DH2962;                    North         East     Units Scale Factor Converg.
 DH2962;SPC KY1Z     - 1,171,216.366 1,600,490.286   MT  0.99990495   +0 42 04.7
 DH2962;SPC KY1Z     - 3,842,565.69  5,250,941.88   sFT  0.99990495   +0 42 04.7
 DH2962;SPC KY N     -    41,188.409   468,521.940   MT  1.00001594   -0 13 21.2
 DH2962;SPC KY N     -   135,132.31  1,537,142.40   sFT  1.00001594   -0 13 21.2
 DH2962;UTM  16      - 4,194,147.341   710,416.682   MT  1.00014535   +1 28 08.7
 DH2962
 DH2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2962!SPC KY1Z     -   0.99996309  x   0.99990495  =   0.99986804
 DH2962!SPC KY N     -   0.99996309  x   1.00001594  =   0.99997903
 DH2962!UTM  16      -   0.99996309  x   1.00014535  =   1.00010843
 DH2962
 DH2962:                Primary Azimuth Mark                     Grid Az
 DH2962:SPC KY1Z     -  79KY A                                   274 51 22.2
 DH2962:SPC KY N     -  79KY A                                   275 46 48.1
 DH2962:UTM  16      -  79KY A                                   274 05 18.2
 DH2962
 DH2962|---------------------------------------------------------------------|
 DH2962| PID    Reference Object                     Distance      Geod. Az  |
 DH2962|                                                           dddmmss.s |
 DH2962| DH2963 79KY A                              APPROX. 0.8 KM 2753326.9 |
 DH2962|---------------------------------------------------------------------|
 DH2962
 DH2962                          SUPERSEDED SURVEY CONTROL
 DH2962
 DH2962.No superseded survey control is available for this station.
 DH2962
 DH2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1041794147(NAD 83)
 DH2962_MARKER: DD = SURVEY DISK
 DH2962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2962_STAMPING: 79KY B 2005
 DH2962_MARK LOGO: WOOLPT
 DH2962_PROJECTION: FLUSH
 DH2962_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2962+STABILITY: SURFACE MOTION
 DH2962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2962+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2005
 DH2962
 DH2962  HISTORY     - Date     Condition        Report By
 DH2962  HISTORY     - 20050101 MONUMENTED       WOOLPT
 DH2962
 DH2962                          STATION DESCRIPTION
 DH2962
 DH2962'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (BJM)
 DH2962'THE STATION IS LOCATED APPROXIMATELY 2.2 MI SOUTHWEST OF THE CITY OF
 DH2962'NICHOLASVILLE, 2.8 MI EAST OF THE CITY OF WILMORE, AND IS AT THE LUCAS
 DH2962'FILED PRIVATE AIRPORT, NEAR THE MID POINT OF FIELD, SOUTHWEST OF THE
 DH2962'INTERSECTION OF RUNWAY 09/27 WITH TAXIWAY. PLEASE TAKE NOTE, THIS
 DH2962'AIRPORT IS PRIVATE AND VIRTUALLY NO ACCESS WILL BE GRANTED.
 DH2962'OWNERSHIP--R.J. CORMAN RAILROAD GROUP LLC, NICHOLASVILLE, KY.
 DH2962' 
 DH2962'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 27 INTERCHANGE
 DH2962'WITH STATE HIGHWAY 29 (WILMORE ROAD), ON THE WEST SIDE OF
 DH2962'NICHOLASVILLE, GO SOUTH 0.5 MI ON HIGHWAY 27 TO THE JUNCTION OF
 DH2962'HIGHWAY 27 WITH WICHITA DRIVE ON THE LEFT AND THE MAIN ENTRANCE
 DH2962'(GATED) TO R.J. CORMAN GROUP, LLC. ON THE RIGHT, TURN RIGHT AND GO
 DH2962'SOUTHWEST 0.05 MI ON PRIVATE DRIVE TO THE R.J. CORMAN RAILROAD GROUP
 DH2962'HEADQUARTER AND AIRPLANE HANGER BUILDINGS. FROM THE HEADQUARTERS
 DH2962'BUILDING GO WEST AND SOUTHWEST 0.75 MI ON THE TAXIWAY TO THE
 DH2962'INTERSECTION OF TAXIWAY AND AIRPORT PERIMETER ROAD, CONTINUE SOUTH
 DH2962'ACROSS RUNWAY 0.05 MI TO A GRASS AREA AND THE STATION ON THE RIGHT.
 DH2962'THE STATION IS A 3.5-INCH DIAMTER BRONZE WOOLPERT AIRPORT GEODETIC
 DH2962'CONTROL STATION MARK DISK STAMPED --79KY B 2004-- SET FLUSH WITH THE
 DH2962'GROUND AND APPROXIMATELY 3 FEET BELOW RUNWAY PAVEMENT.
 DH2962' 
 DH2962'THE STATION IS 87.1 METERS (285.8 FEET) SOUTHWEST OF THE JUNCTION OF
 DH2962'CENTERLINE OF RUNWAY WITH THE CENTERLINE OF TAXI WAY, 67.7 METERS
 DH2962'(222.1 FEET) SOUTH OF THE CENTERLINE OF RUNWAY, 53.0 METERS (173.9
 DH2962'FEET) SOUTH OF THE SOUTH EDGE OF RUNWAY, 13.9 METERS (45.6 FEET)
 DH2962'NORTH- NORTHEAST OF A FENCE LINE, AND 1 METER (3.2 FEET) NORTH OF AN
 DH2962'ORANGE FIBERGLASS WITNESS POST.
 DH2962' 
 DH2962'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DH2962'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2957 ***********************************************************************
 DH2957  SACS        -  This is a Secondary Airport Control Station.
 DH2957  DESIGNATION -  79KY C
 DH2957  PID         -  DH2957
 DH2957  STATE/COUNTY-  KY/JESSAMINE
 DH2957  USGS QUAD   -  LITTLE HICKMAN (1993)
 DH2957
 DH2957                         *CURRENT SURVEY CONTROL
 DH2957  ___________________________________________________________________
 DH2957* NAD 83(1993)-  37 52 15.00134(N)    084 36 01.72188(W)     ADJUSTED  
 DH2957* NAVD 88     -       278.21   (meters)     912.8    (feet)  GPS OBS   
 DH2957  ___________________________________________________________________
 DH2957  X           -     474,399.217 (meters)                     COMP
 DH2957  Y           -  -5,019,066.700 (meters)                     COMP
 DH2957  Z           -   3,894,286.989 (meters)                     COMP
 DH2957  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 DH2957  ELLIP HEIGHT-         245.24  (meters)          (05/05/05) GPS OBS
 DH2957  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DH2957
 DH2957  HORZ ORDER  -  FIRST
 DH2957  ELLP ORDER  -  FOURTH    CLASS II
 DH2957
 DH2957.This mark is at Lucas Field Airport (79KY)
 DH2957
 DH2957.The horizontal coordinates were established by GPS observations
 DH2957.and adjusted by the WOOLPERT CONSULTANTS in May 2005..
 DH2957
 DH2957.The orthometric height was determined by GPS observations and a
 DH2957.high-resolution geoid model.
 DH2957
 DH2957.GPS derived orthometric heights for airport stations designated as
 DH2957.PACS or SACS are published to 2 decimal places.  This maintains
 DH2957.centimeter relative accuracy between the PACS and SACS.  It does
 DH2957.not indicate centimeter accuracy relative to other marks which are
 DH2957.part of the NAVD 88 network.
 DH2957
 DH2957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2957
 DH2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2957
 DH2957.The ellipsoidal height was determined by GPS observations
 DH2957.and is referenced to NAD 83.
 DH2957
 DH2957.The geoid height was determined by GEOID03.
 DH2957
 DH2957;                    North         East     Units Scale Factor Converg.
 DH2957;SPC KY1Z     - 1,171,258.287 1,601,129.981   MT  0.99990495   +0 42 20.7
 DH2957;SPC KY1Z     - 3,842,703.23  5,253,040.61   sFT  0.99990495   +0 42 20.7
 DH2957;SPC KY N     -    41,220.015   469,162.298   MT  1.00001589   -0 13 04.9
 DH2957;SPC KY N     -   135,236.00  1,539,243.31   sFT  1.00001589   -0 13 04.9
 DH2957;UTM  16      - 4,194,197.843   711,055.912   MT  1.00014867   +1 28 24.9
 DH2957
 DH2957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2957!SPC KY1Z     -   0.99996152  x   0.99990495  =   0.99986647
 DH2957!SPC KY N     -   0.99996152  x   1.00001589  =   0.99997741
 DH2957!UTM  16      -   0.99996152  x   1.00014867  =   1.00011018
 DH2957
 DH2957:                Primary Azimuth Mark                     Grid Az
 DH2957:SPC KY1Z     -  79KY A                                   271 09 26.0
 DH2957:SPC KY N     -  79KY A                                   272 04 51.6
 DH2957:UTM  16      -  79KY A                                   270 23 21.8
 DH2957
 DH2957|---------------------------------------------------------------------|
 DH2957| PID    Reference Object                     Distance      Geod. Az  |
 DH2957|                                                           dddmmss.s |
 DH2957| DH2963 79KY A                              APPROX. 1.5 KM 2715146.7 |
 DH2957|---------------------------------------------------------------------|
 DH2957
 DH2957                          SUPERSEDED SURVEY CONTROL
 DH2957
 DH2957.No superseded survey control is available for this station.
 DH2957
 DH2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1105694198(NAD 83)
 DH2957_MARKER: DD = SURVEY DISK
 DH2957_SETTING: 80 = SET IN A BOULDER
 DH2957_STAMPING: 79KY C 2005
 DH2957_MARK LOGO: WOOLPT
 DH2957_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2957+STABILITY: SURFACE MOTION
 DH2957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2957+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2005
 DH2957
 DH2957  HISTORY     - Date     Condition        Report By
 DH2957  HISTORY     - 20050101 MONUMENTED       WOOLPT
 DH2957
 DH2957                          STATION DESCRIPTION
 DH2957
 DH2957'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (BJM)
 DH2957'THE STATION IS LOCATED APPROXIMATELY 1.7 MI SOUTHWEST OF THE CITY OF
 DH2957'NICHOLASVILLE, 3.3 MI EAST OF THE CITY OF WILMORE, AND IS AT THE LUCAS
 DH2957'FILED PRIVATE AIRPORT, AT THE EAST END OF RUNWAY 09/27, ON THE CITY OF
 DH2957'NICHOLASVILLE RECYCLING CENTER. OWNERSHIP--CITY OF NICHOLASVILLE,
 DH2957'NICHOLASVILLE, KY.
 DH2957' 
 DH2957'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 27 INTERCHANGE
 DH2957'WITH STATE HIGHWAY 29 (WILMORE ROAD), ON THE WEST SIDE OF
 DH2957'NICHOLASVILLE, GO SOUTH 0.5 MI ON HIGHWAY 27 TO THE JUNCTION OF
 DH2957'HIGHWAY 27 WITH WICHITA DRIVE ON THE LEFT AND THE MAIN ENTRANCE
 DH2957'(GATED) TO R.J. CORMAN RAILROAD GROUP ON THE RIGHT, TURN RIGHT AND GO
 DH2957'SOUTHWEST 0.05 MI ON PRIVATE DRIVE TO THE R.J. CORMAN HEADQUARTER AND
 DH2957'AIRPLANE HANGER BUILDINGS. FROM THE HEADQUARTERS BUILDING GO WEST AND
 DH2957'SOUTHWEST 0.75 MI ON THE TAXIWAY TO THE INTERSECTION OF TAXIWAY AND
 DH2957'AIRPORT PERIMETER ROAD, TURN LEFT AND GO EAST 0.20 MI ON PERIMETER
 DH2957'ROAD TO THE INTERSECTION OF PERIMETER ROAD WITH A ASPHALT DRIVE TO THE
 DH2957'EAST END OF RUNWAY, TURN RIGHT AND GO SOUTHEAST AND SOUTH 0.15 MI ON
 DH2957'ASPHALT DRIVE TO THE STATION ON THE LEFT. THE STATION IS A 3.5-INCH
 DH2957'DIAMETER BRONZE WOOLPERT AIRPORT GEODETIC CONTROL STATION DISK MARK
 DH2957'STAMPED --79KY C 2004-- SET INTO THE TOP OF A 3.5-INCH BY 2.5-INCH
 DH2957'SECTION OF EXPOSED ROAD, SET APPROXIMATELY 10 FEET ABOVE THE RUNWAY
 DH2957'PAVEMENT.
 DH2957' 
 DH2957'THE STATION IS 8.71 METERS (28.6 FEET) EAST OF A WHITE PICKET FENCE,
 DH2957'29.59 METERS (97.1 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 DH2957'RECYCLING BUILDING, 3.27 METERS (10.7 FEET) WEST OF THE WESTERNMOST
 DH2957'EDGE OF RECYCLING CENTER ASPHALT LOT, 36.77 METERS (120.6 FEET) NORTH
 DH2957'OF THE NORTHWEST CORNER OF A STEEL BUILDING, AND 6.28 METERS (20.6
 DH2957'FEET) NORTH OF THE PROJECTED CENTERLINE OF RUNWAY.
 DH2957' 
 DH2957'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DH2957'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC7780 ***********************************************************************
 AC7780  CBN         -  This is a Cooperative Base Network Control Station.
 AC7780  PACS        -  This is a Primary Airport Control Station.
 AC7780  DESIGNATION -  7K4 A
 AC7780  PID         -  AC7780
 AC7780  STATE/COUNTY-  KY/OHIO
 AC7780  USGS QUAD   -  HORTON (1971)
 AC7780
 AC7780                         *CURRENT SURVEY CONTROL
 AC7780  ___________________________________________________________________
 AC7780* NAD 83(1993)-  37 27 28.06101(N)    086 51 03.09145(W)     ADJUSTED  
 AC7780* NAVD 88     -       158.79   (meters)     521.0    (feet)  GPS OBS   
 AC7780  ___________________________________________________________________
 AC7780  X           -     278,486.192 (meters)                     COMP
 AC7780  Y           -  -5,061,701.433 (meters)                     COMP
 AC7780  Z           -   3,857,924.653 (meters)                     COMP
 AC7780  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AC7780  ELLIP HEIGHT-         128.00  (meters)          (11/03/04) GPS OBS
 AC7780  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AC7780
 AC7780  HORZ ORDER  -  B
 AC7780  ELLP ORDER  -  THIRD     CLASS I
 AC7780
 AC7780.This mark is at Ohio County Airport (7K4)
 AC7780
 AC7780.The horizontal coordinates were established by GPS observations
 AC7780.and adjusted by the National Geodetic Survey in April 1997..
 AC7780
 AC7780.The orthometric height was determined by GPS observations and a
 AC7780.high-resolution geoid model.
 AC7780
 AC7780.GPS derived orthometric heights for airport stations designated as
 AC7780.PACS or SACS are published to 2 decimal places.  This maintains
 AC7780.centimeter relative accuracy between the PACS and SACS.  It does
 AC7780.not indicate centimeter accuracy relative to other marks which are
 AC7780.part of the NAVD 88 network.
 AC7780
 AC7780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7780
 AC7780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7780
 AC7780.The ellipsoidal height was determined by GPS observations
 AC7780.and is referenced to NAD 83.
 AC7780
 AC7780.The geoid height was determined by GEOID03.
 AC7780
 AC7780;                    North         East     Units Scale Factor Converg.
 AC7780;SPC KY1Z     - 1,125,370.552 1,402,610.248   MT  0.99993147   -0 40 33.2
 AC7780;SPC KY1Z     - 3,692,153.22  4,601,730.46   sFT  0.99993147   -0 40 33.2
 AC7780;SPC KY S     -   625,354.113   402,608.610   MT  0.99994772   -0 40 03.5
 AC7780;SPC KY S     - 2,051,682.62  1,320,891.75   sFT  0.99994772   -0 40 03.5
 AC7780;UTM  16      - 4,145,669.434   513,190.027   MT  0.99960214   +0 05 26.5
 AC7780
 AC7780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7780!SPC KY1Z     -   0.99997991  x   0.99993147  =   0.99991139
 AC7780!SPC KY S     -   0.99997991  x   0.99994772  =   0.99992764
 AC7780!UTM  16      -   0.99997991  x   0.99960214  =   0.99958206
 AC7780
 AC7780                          SUPERSEDED SURVEY CONTROL
 AC7780
 AC7780  ELLIP H (04/14/97)  128.03   (m)                       GP(       ) 2 2
 AC7780
 AC7780.Superseded values are not recommended for survey control.
 AC7780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7780.See file dsdata.txt to determine how the superseded data were derived.
 AC7780
 AC7780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG1319045669(NAD 83)
 AC7780_MARKER: I = METAL ROD
 AC7780_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC7780_STAMPING: 7K4 A 1996
 AC7780_MARK LOGO: NGS   
 AC7780_PROJECTION: FLUSH
 AC7780_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7780+STABILITY: POSITION/ELEVATION WELL
 AC7780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7780+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2003
 AC7780_ROD/PIPE-DEPTH: 4.50 meters
 AC7780_SLEEVE-DEPTH  : 1.00 meters
 AC7780
 AC7780  HISTORY     - Date     Condition        Report By
 AC7780  HISTORY     - 1996     MONUMENTED       NGS
 AC7780  HISTORY     - 20030103 GOOD             WOOLPT
 AC7780
 AC7780                          STATION DESCRIPTION
 AC7780
 AC7780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AC7780'THE STATION IS LOCATED NEAR MIDFIELD AT THE OHIO COUNTY AIRPORT ON THE
 AC7780'SOUTH SIDE OF HARTFORD, KY.  FOR ACCESS CONTACT MR.  RON FORTENOR,
 AC7780'AIRPORT MANAGER, 2260 COUNTRY CLUB ROAD, HARTFORD, KY, 42347, PHONE
 AC7780'502-298-3500.  TO REACH THE STATION FROM THE JUNCTION OF WILLIAM H.
 AC7780'NATCHER PARKWAY (FORMERLY GREEN RIVER PARKWAY) AND STATE HIGHWAY 69,
 AC7780'PROCEED NORTH ON STATE HIGHWAY 69 FOR 0.25 MI (0.40 KM) TO A PAVED
 AC7780'ROAD ON THE RIGHT, COUNTRY CLUB ROAD.  TURN RIGHT AND PROCEED EASTERLY
 AC7780'FOR 1.7 MI (2.7 KM) TO A T-INTERSECTION OF BACK GATE ROAD AND COUNTRY
 AC7780'CLUB ROAD.  BEAR RIGHT, CONTINUING ON COUNTRY CLUB ROAD FOR 0.4 MI
 AC7780'(0.6 KM) TO THE TERMINAL AHEAD AND THE RAMP ON THE RIGHT. PROCEED
 AC7780'NORTHEASTERLY ON THE RAMP TO THE CONNECTING TAXIWAY OF THE RAMP AND
 AC7780'RUNWAY.  PROCEED TO THE HOLD BAR AND THE STATION ON THE RIGHT.  THE
 AC7780'STATION IS 166.5 FT (50.7 M) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 AC7780'THE CONNECTING TAXIWAY, 159 FT (48.5 M) WEST-NORTHWEST OF THE
 AC7780'CENTERLINE OF THE RUNWAY, 92.5 FT (28.2 M) EAST-SOUTHEAST OF THE
 AC7780'SOUTHEAST EDGE OF RAMP, 39 FT (11.9 M) WEST-NORTHWEST OF THE EDGE OF A
 AC7780'DRAINAGE DITCH.  THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION.
 AC7780
 AC7780                          STATION RECOVERY (2003)
 AC7780
 AC7780'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 AC7780'RECOVERED AS DESCRIBED WITH THESE CHANGES...
 AC7780' 
 AC7780'PHONE AREA CODE CHANGED TO 270 (WAS 502).
 AC7780' 
 AC7780'AT THE T-INTERSECTION OF BACK GATE ROAD AND COUNTRY CLUB ROAD, BEAR
 AC7780'RIGHT FOR 0.2 MILE  TO ROAD O RIGHT, TURN RIGHT AND PROCEED TO
 AC7780'TERMINAL ON RIGHT AND GATE, PROCEED THRU  GATE 250 +/- FEET TO
 AC7780'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC7781 ***********************************************************************
 AC7781  SACS        -  This is a Secondary Airport Control Station.
 AC7781  DESIGNATION -  7K4 B
 AC7781  PID         -  AC7781
 AC7781  STATE/COUNTY-  KY/OHIO
 AC7781  USGS QUAD   -  HORTON (1971)
 AC7781
 AC7781                         *CURRENT SURVEY CONTROL
 AC7781  ___________________________________________________________________
 AC7781* NAD 83(1993)-  37 27 49.83693(N)    086 50 46.93144(W)     ADJUSTED  
 AC7781* NAVD 88     -       162.25   (meters)     532.3    (feet)  GPS OBS   
 AC7781  ___________________________________________________________________
 AC7781  X           -     278,860.438 (meters)                     COMP
 AC7781  Y           -  -5,061,274.566 (meters)                     COMP
 AC7781  Z           -   3,858,459.609 (meters)                     COMP
 AC7781  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AC7781  ELLIP HEIGHT-         131.38  (meters)          (04/14/97) GPS OBS
 AC7781  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 AC7781
 AC7781  HORZ ORDER  -  FIRST
 AC7781  ELLP ORDER  -  FOURTH    CLASS I
 AC7781
 AC7781.This mark is at Ohio County Airport (7K4)
 AC7781
 AC7781.The horizontal coordinates were established by GPS observations
 AC7781.and adjusted by the National Geodetic Survey in April 1997..
 AC7781
 AC7781.The orthometric height was determined by GPS observations and a
 AC7781.high-resolution geoid model.
 AC7781
 AC7781.GPS derived orthometric heights for airport stations designated as
 AC7781.PACS or SACS are published to 2 decimal places.  This maintains
 AC7781.centimeter relative accuracy between the PACS and SACS.  It does
 AC7781.not indicate centimeter accuracy relative to other marks which are
 AC7781.part of the NAVD 88 network.
 AC7781
 AC7781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7781
 AC7781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7781
 AC7781.The ellipsoidal height was determined by GPS observations
 AC7781.and is referenced to NAD 83.
 AC7781
 AC7781.The geoid height was determined by GEOID03.
 AC7781
 AC7781;                    North         East     Units Scale Factor Converg.
 AC7781;SPC KY1Z     - 1,126,037.126 1,403,015.235   MT  0.99993071   -0 40 23.3
 AC7781;SPC KY1Z     - 3,694,340.14  4,603,059.15   sFT  0.99993071   -0 40 23.3
 AC7781;SPC KY S     -   626,020.756   403,013.509   MT  0.99994795   -0 39 53.7
 AC7781;SPC KY S     - 2,053,869.76  1,322,220.15   sFT  0.99994795   -0 39 53.7
 AC7781;UTM  16      - 4,146,341.146   513,585.930   MT  0.99960227   +0 05 36.4
 AC7781
 AC7781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7781!SPC KY1Z     -   0.99997938  x   0.99993071  =   0.99991010
 AC7781!SPC KY S     -   0.99997938  x   0.99994795  =   0.99992733
 AC7781!UTM  16      -   0.99997938  x   0.99960227  =   0.99958166
 AC7781
 AC7781                          SUPERSEDED SURVEY CONTROL
 AC7781
 AC7781.No superseded survey control is available for this station.
 AC7781
 AC7781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG1358646341(NAD 83)
 AC7781_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7781_STAMPING: 7K4 B 1996
 AC7781_MARK LOGO: NGS   
 AC7781_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7781+STABILITY: SURFACE MOTION
 AC7781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7781+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC7781
 AC7781  HISTORY     - Date     Condition        Report By
 AC7781  HISTORY     - 1996     MONUMENTED       NGS
 AC7781
 AC7781                          STATION DESCRIPTION
 AC7781
 AC7781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AC7781'THE STATION IS LOCATED NEAR RUNWAY END 21,NORTHEAST END OF THE OHIO
 AC7781'COUNTY AIRPORT ON THE SOUTH SIDE OF HARTFORD, KY.  FOR ACCESS CONTACT
 AC7781'MR.  RON FORTENOR, AIRPORT MANAGER, 2260 COUNTRY CLUB ROAD, HARTFORD,
 AC7781'KY, 42347, PHONE 502-298-3500.  TO REACH THE STATION FROM THE JUNCTION
 AC7781'OF WILLIAM H.  NATCHER PARKWAY (FORMERLY GREEN RIVER PARKWAY) AND
 AC7781'STATE HIGHWAY 69, PROCEED NORTH ON STATE HIGHWAY 69 FOR 0.25 MI (0.40
 AC7781'KM) TO A PAVED ROAD ON THE RIGHT, COUNTRY CLUB ROAD. TURN RIGHT AND
 AC7781'PROCEED EASTERLY FOR 1.7 MI (2.7 KM) TO A T-INTERSECTION OF BACK GATE
 AC7781'ROAD AND COUNTRY CLUB ROAD.  BEAR RIGHT, CONTINUING ON COUNTRY CLUB
 AC7781'ROAD FOR 0.4 MI (0.6 KM) TO THE TERMINAL AHEAD AND THE RAMP ON THE
 AC7781'RIGHT.  PROCEED NORTHEASTERLY ON THE RAMP TO THE CONNECTING TAXIWAY OF
 AC7781'THE RAMP AND RUNWAY.  PROCEED TO THE RUNWAY AND TURN LEFT, NORTHEAST,
 AC7781'ON THE RUNWAY, AND PROCEDD FOR 0.45 MI (0.72 KM) TO THE RUNUP PAD AND
 AC7781'THE STATION ON THE RIGHT.  THE STATION IS 182.5 FT (55.6 M)
 AC7781'SOUTH-SOUTHEAST FROM THE PK NAIL AND WASHER (CENTERLINE END RUNWAY 21)
 AC7781', 105 FT (32.0 M) NORTHEAST OF THE CENTER OF NORTHEASTERN MOST VASI,
 AC7781'78 FT (23.8 M) EAST-SOUTHEAST OF THE NORTHEASTERN MOST TAXIWAY LIGHT
 AC7781'AT THE RUNUP PAD AND 37 FT (11.3 M) SOUTHEAST OF THE SOUTHEAST EDGE OF
 AC7781'THE RUNUP PAD.  THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC7782 ***********************************************************************
 AC7782  SACS        -  This is a Secondary Airport Control Station.
 AC7782  DESIGNATION -  7K4 C
 AC7782  PID         -  AC7782
 AC7782  STATE/COUNTY-  KY/OHIO
 AC7782  USGS QUAD   -  HORTON (1971)
 AC7782
 AC7782                         *CURRENT SURVEY CONTROL
 AC7782  ___________________________________________________________________
 AC7782* NAD 83(1993)-  37 27 09.70694(N)    086 51 10.47164(W)     ADJUSTED  
 AC7782* NAVD 88     -       160.35   (meters)     526.1    (feet)  GPS OBS   
 AC7782  ___________________________________________________________________
 AC7782  X           -     278,324.039 (meters)                     COMP
 AC7782  Y           -  -5,062,056.170 (meters)                     COMP
 AC7782  Z           -   3,857,476.358 (meters)                     COMP
 AC7782  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AC7782  ELLIP HEIGHT-         129.48  (meters)          (04/14/97) GPS OBS
 AC7782  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AC7782
 AC7782  HORZ ORDER  -  FIRST
 AC7782  ELLP ORDER  -  FOURTH    CLASS I
 AC7782
 AC7782.This mark is at Ohio County Airport (7K4)
 AC7782
 AC7782.The horizontal coordinates were established by GPS observations
 AC7782.and adjusted by the National Geodetic Survey in April 1997..
 AC7782
 AC7782.The orthometric height was determined by GPS observations and a
 AC7782.high-resolution geoid model.
 AC7782
 AC7782.GPS derived orthometric heights for airport stations designated as
 AC7782.PACS or SACS are published to 2 decimal places.  This maintains
 AC7782.centimeter relative accuracy between the PACS and SACS.  It does
 AC7782.not indicate centimeter accuracy relative to other marks which are
 AC7782.part of the NAVD 88 network.
 AC7782
 AC7782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7782
 AC7782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7782
 AC7782.The ellipsoidal height was determined by GPS observations
 AC7782.and is referenced to NAD 83.
 AC7782
 AC7782.The geoid height was determined by GEOID03.
 AC7782
 AC7782;                    North         East     Units Scale Factor Converg.
 AC7782;SPC KY1Z     - 1,124,806.925 1,402,422.207   MT  0.99993212   -0 40 37.7
 AC7782;SPC KY1Z     - 3,690,304.05  4,601,113.52   sFT  0.99993212   -0 40 37.7
 AC7782;SPC KY S     -   624,790.450   402,420.648   MT  0.99994753   -0 40 07.9
 AC7782;SPC KY S     - 2,049,833.33  1,320,275.08   sFT  0.99994753   -0 40 07.9
 AC7782;UTM  16      - 4,145,103.528   513,009.604   MT  0.99960208   +0 05 22.0
 AC7782
 AC7782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7782!SPC KY1Z     -   0.99997968  x   0.99993212  =   0.99991180
 AC7782!SPC KY S     -   0.99997968  x   0.99994753  =   0.99992721
 AC7782!UTM  16      -   0.99997968  x   0.99960208  =   0.99958177
 AC7782
 AC7782                          SUPERSEDED SURVEY CONTROL
 AC7782
 AC7782.No superseded survey control is available for this station.
 AC7782
 AC7782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG1301045104(NAD 83)
 AC7782_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7782_STAMPING: 7K4 C 1996
 AC7782_MARK LOGO: NGS   
 AC7782_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7782+STABILITY: SURFACE MOTION
 AC7782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7782+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC7782
 AC7782  HISTORY     - Date     Condition        Report By
 AC7782  HISTORY     - 1996     MONUMENTED       NGS
 AC7782
 AC7782                          STATION DESCRIPTION
 AC7782
 AC7782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AC7782'THE STATION IS LOCATED NEAR RUNWAY END 3, SOUTHWEST END OF THE OHIO
 AC7782'COUNTY AIRPORT ON THE SOUTH SIDE OF HARTFORD, KY.  FOR ACCESS CONTACT
 AC7782'MR.  RON FORTENOR, AIRPORT MANAGER, 2260 COUNTRY CLUB ROAD, HARTFORD,
 AC7782'KY, 42347, PHONE 502-298-3500.  TO REACH THE STATION FROM THE JUNCTION
 AC7782'OF WILLIAM H.  NATCHER PARKWAY (FORMERLY GREEN RIVER PARKWAY) AND
 AC7782'STATE HIGHWAY 69, PROCEED NORTH ON STATE HIGHWAY 69 FOR 0.25 MI (0.40
 AC7782'KM) TO A PAVED ROAD ON THE RIGHT, COUNTRY CLUB ROAD. TURN RIGHT AND
 AC7782'PROCEED EASTERLY FOR 1.7 MI (2.7 KM) TO A T-INTERSECTION OF BACK GATE
 AC7782'ROAD AND COUNTRY CLUB ROAD.  BEAR RIGHT, CONTINUING ON COUNTRY CLUB
 AC7782'ROAD FOR 0.4 MI (0.6 KM) TO THE TERMINAL AHEAD AND THE RAMP ON THE
 AC7782'RIGHT.  PROCEED NORTHEASTERLY ON THE RAMP TO THE CONNECTING TAXIWAY OF
 AC7782'THE RAMP AND RUNWAY.  PROCEED TO THE RUNWAY AND TURN RIGHT, SOUTHWEST,
 AC7782'ON THE RUNWAY, AND PROCEED FOR 0.40 MI (0.64 KM) TO THE RUNUP PAD AND
 AC7782'THE STATION ON THE RIGHT.  THE STATION IS 203 FT (61.9 M)
 AC7782'EAST-SOUTHEAST FROM THE PK NAIL AND WASHER (CENTERLINE END RUNWAY 3) ,
 AC7782'61.5 FT (18.7 M) SOUTHWEST OF THE CENTER OF SOUTHWESTERN MOST VASI, 29
 AC7782'FT (8.8 M) EAST-SOUTHEAST OF THE NORTHEASTERN MOST TAXIWAY LIGHT AT
 AC7782'THE RUNUP PAD.  THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1757 ***********************************************************************
 GY1757  DESIGNATION -  812
 GY1757  PID         -  GY1757
 GY1757  STATE/COUNTY-  KY/BREATHITT
 GY1757  USGS QUAD   -  JACKSON (1978)
 GY1757
 GY1757                         *CURRENT SURVEY CONTROL
 GY1757  ___________________________________________________________________
 GY1757* NAD 83(1986)-  37 33 47.     (N)    083 26 39.     (W)     SCALED    
 GY1757* NAVD 88     -       247.312  (meters)     811.39   (feet)  ADJUSTED  
 GY1757  ___________________________________________________________________
 GY1757  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GY1757  DYNAMIC HT  -         247.122 (meters)     810.77  (feet)  COMP
 GY1757  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 GY1757
 GY1757  VERT ORDER  -  FIRST     CLASS II
 GY1757
 GY1757.The horizontal coordinates were scaled from a topographic map and have
 GY1757.an estimated accuracy of +/- 6 seconds.
 GY1757
 GY1757.The orthometric height was determined by differential leveling
 GY1757.and adjusted by the National Geodetic Survey in June 1991..
 GY1757
 GY1757.The geoid height was determined by GEOID03.
 GY1757
 GY1757.The dynamic height is computed by dividing the NAVD 88
 GY1757.geopotential number by the normal gravity value computed on the
 GY1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1757.degrees latitude (g = 980.6199 gals.).
 GY1757
 GY1757.The modeled gravity was interpolated from observed gravity values.
 GY1757
 GY1757;                    North         East    Units  Estimated Accuracy
 GY1757;SPC KY1Z     - 1,138,990.    1,703,690.      MT  (+/- 180 meters Scaled)
 GY1757
 GY1757                          SUPERSEDED SURVEY CONTROL
 GY1757
 GY1757  NGVD 29 (??/??/92)  247.469  (m)          811.90   (f) ADJ UNCH    1 2
 GY1757
 GY1757.Superseded values are not recommended for survey control.
 GY1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1757.See file dsdata.txt to determine how the superseded data were derived.
 GY1757
 GY1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB841601(NAD 83)
 GY1757_MARKER: DD = SURVEY DISK
 GY1757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1757_SP_SET: BRIDGE
 GY1757_STAMPING: 812 3 RHP 1949 811.905
 GY1757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1757+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 GY1757
 GY1757  HISTORY     - Date     Condition        Report By
 GY1757  HISTORY     - 1949     MONUMENTED       USGS
 GY1757  HISTORY     - 1950     GOOD             NGS
 GY1757  HISTORY     - 1957     GOOD             NGS
 GY1757  HISTORY     - 19960430 GOOD             KYDT
 GY1757
 GY1757                          STATION DESCRIPTION
 GY1757
 GY1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY1757'4.2 MI W FROM JACKSON.
 GY1757'ABOUT 4.25 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY1757'FROM THE STATION AT JACKSON, SET IN THE TOP OF THE SOUTH END OF
 GY1757'THE WEST CONCRETE ABUTMENT OF 110-FOOT STEEL GIRDER BRIDGE NO. 90
 GY1757'OVER A SMALL STREAM, 5.7 FEET SOUTH OF THE SOUTH RAIL AND ABOUT 1
 GY1757'FOOT BELOW THE TRACK.
 GY1757
 GY1757                          STATION RECOVERY (1957)
 GY1757
 GY1757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY1757'RECOVERED IN GOOD CONDITION.
 GY1757
 GY1757                          STATION RECOVERY (1996)
 GY1757
 GY1757'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1757'MARK IS ABOUT 20 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0926 ***********************************************************************
 HZ0926  DESIGNATION -  813
 HZ0926  PID         -  HZ0926
 HZ0926  STATE/COUNTY-  KY/CARROLL
 HZ0926  USGS QUAD   -  CARROLLTON (1994)
 HZ0926
 HZ0926                         *CURRENT SURVEY CONTROL
 HZ0926  ___________________________________________________________________
 HZ0926* NAD 83(1986)-  38 40 56.     (N)    085 11 22.     (W)     SCALED    
 HZ0926* NAVD 88     -       139.879  (meters)     458.92   (feet)  ADJUSTED  
 HZ0926  ___________________________________________________________________
 HZ0926  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ0926  DYNAMIC HT  -         139.787 (meters)     458.62  (feet)  COMP
 HZ0926  MODELED GRAV-     979,973.8   (mgal)                       NAVD 88
 HZ0926
 HZ0926  VERT ORDER  -  FIRST     CLASS II
 HZ0926
 HZ0926.The horizontal coordinates were scaled from a topographic map and have
 HZ0926.an estimated accuracy of +/- 6 seconds.
 HZ0926
 HZ0926.The orthometric height was determined by differential leveling
 HZ0926.and adjusted by the National Geodetic Survey in June 1991..
 HZ0926.WARNING-Repeat measurements at this control monument indicate possible
 HZ0926.vertical movement.
 HZ0926
 HZ0926.The geoid height was determined by GEOID03.
 HZ0926
 HZ0926.The dynamic height is computed by dividing the NAVD 88
 HZ0926.geopotential number by the normal gravity value computed on the
 HZ0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0926.degrees latitude (g = 980.6199 gals.).
 HZ0926
 HZ0926.The modeled gravity was interpolated from observed gravity values.
 HZ0926
 HZ0926;                    North         East    Units  Estimated Accuracy
 HZ0926;SPC KY1Z     - 1,260,840.    1,548,780.      MT  (+/- 180 meters Scaled)
 HZ0926
 HZ0926                          SUPERSEDED SURVEY CONTROL
 HZ0926
 HZ0926  NGVD 29 (??/??/92)  140.056  (m)          459.50   (f) ADJ UNCH    1 2
 HZ0926
 HZ0926.Superseded values are not recommended for survey control.
 HZ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0926.See file dsdata.txt to determine how the superseded data were derived.
 HZ0926
 HZ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH574830(NAD 83)
 HZ0926_MARKER: P = PIPE CAP
 HZ0926_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ0926_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ0926_STAMPING: 813
 HZ0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0926
 HZ0926  HISTORY     - Date     Condition        Report By
 HZ0926  HISTORY     - UNK      MONUMENTED       DOD
 HZ0926  HISTORY     - 1954     GOOD             NGS
 HZ0926  HISTORY     - 1964     GOOD             NGS
 HZ0926  HISTORY     - 20030513 MARK NOT FOUND   KYDT
 HZ0926
 HZ0926                          STATION DESCRIPTION
 HZ0926
 HZ0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ0926'AT PRESTONVILLE.
 HZ0926'AT PRESTONVILLE, AT THE NORTH END OF PIKE STREET, ABOUT 0.2
 HZ0926'MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 55 AND U.S. HIGHWAY
 HZ0926'42, AT A TWO STORY HOUSE OWNED BY JESSE BROOKS ESTATE, ABOUT
 HZ0926'179 YARDS SOUTH OF THE TOP OF OHIO RIVER BANK, ABOUT 41 YARDS
 HZ0926'WEST OF THE TOP OF THE KENTUCKY RIVER BANK, 63 FEET WEST OF THE
 HZ0926'CENTER LINE OF PIKE STREET, 48 FEET SOUTH-SOUTHEAST OF THE
 HZ0926'SOUTHEAST CORNER OF A TWO STORY HOUSE OWNED BY MR. CHAILLE, 5
 HZ0926'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE OWNED BY MR.
 HZ0926'BROOKS, 13 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE
 HZ0926'PORCH TO MR. BROOKS HOUSE, ABOUT 5 1/2 FEET ABOVE PIKE STREET
 HZ0926'AND IS A COPPER BOLT IN A 4-INCH CONCRETE BASE ACCESS TO WHICH
 HZ0926'IS HAD THROUGH A 2-INCH IRON PIPE DIRECTLY OVER BOLT.  PIPE
 HZ0926'PROJECTS ABOUT 2 INCHES.  NOTE-- FIGURES 813 ARE STAMPED ON CAP.
 HZ0926'NOTE-- BOTH HOUSES USED AS REFERENCE POINTS ARE OWNED BY MRS.
 HZ0926'CHAILLE.
 HZ0926
 HZ0926                          STATION RECOVERY (1964)
 HZ0926
 HZ0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0926'RECOVERED IN GOOD CONDITION.
 HZ0926
 HZ0926                          STATION RECOVERY (2003)
 HZ0926
 HZ0926'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1434 ***********************************************************************
 HZ1434  DESIGNATION -  82
 HZ1434  PID         -  HZ1434
 HZ1434  STATE/COUNTY-  KY/JEFFERSON
 HZ1434  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1434
 HZ1434                         *CURRENT SURVEY CONTROL
 HZ1434  ___________________________________________________________________
 HZ1434* NAD 83(1986)-  38 13 33.     (N)    085 45 38.     (W)     SCALED    
 HZ1434* NAVD 88     -       138.461  (meters)     454.27   (feet)  ADJUSTED  
 HZ1434  ___________________________________________________________________
 HZ1434  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ1434  DYNAMIC HT  -         138.368 (meters)     453.96  (feet)  COMP
 HZ1434  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 HZ1434
 HZ1434  VERT ORDER  -  SECOND    CLASS 0
 HZ1434
 HZ1434.The horizontal coordinates were scaled from a topographic map and have
 HZ1434.an estimated accuracy of +/- 6 seconds.
 HZ1434
 HZ1434.The orthometric height was determined by differential leveling
 HZ1434.and adjusted by the National Geodetic Survey in June 1991..
 HZ1434
 HZ1434.The geoid height was determined by GEOID03.
 HZ1434
 HZ1434.The dynamic height is computed by dividing the NAVD 88
 HZ1434.geopotential number by the normal gravity value computed on the
 HZ1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1434.degrees latitude (g = 980.6199 gals.).
 HZ1434
 HZ1434.The modeled gravity was interpolated from observed gravity values.
 HZ1434
 HZ1434;                    North         East    Units  Estimated Accuracy
 HZ1434;SPC KY1Z     - 1,210,040.    1,499,080.      MT  (+/- 180 meters Scaled)
 HZ1434
 HZ1434                          SUPERSEDED SURVEY CONTROL
 HZ1434
 HZ1434  NGVD 29 (??/??/92)  138.616  (m)          454.78   (f) ADJ UNCH    2 0
 HZ1434
 HZ1434.Superseded values are not recommended for survey control.
 HZ1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1434.See file dsdata.txt to determine how the superseded data were derived.
 HZ1434
 HZ1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH084315(NAD 83)
 HZ1434_MARKER: DD = SURVEY DISK
 HZ1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1434_STAMPING: 82 455 FEET
 HZ1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1434+STABILITY: SURFACE MOTION
 HZ1434
 HZ1434  HISTORY     - Date     Condition        Report By
 HZ1434  HISTORY     - UNK      MONUMENTED       KY2090
 HZ1434  HISTORY     - 1935     GOOD             NGS
 HZ1434
 HZ1434                          STATION DESCRIPTION
 HZ1434
 HZ1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HZ1434'AT LOUISVILLE.
 HZ1434'AT LOUISVILLE, JEFFERSON COUNTY, AT THE NORTHWEST CORNER OF THE
 HZ1434'INTERSECTION OF SOUTH THIRD AND WEST HILL STREETS, BETWEEN
 HZ1434'A SEMAPHORE AND THE NORTH CURB OF WEST HILL STREET, JUST SOUTH
 HZ1434'OF THE BASE OF POWER POLE F 4-254, AND IN THE SIDEWALK.  A
 HZ1434'CITY OF LOUISVILLE STANDARD DISK, STAMPED 82 455 FEET AND SET
 HZ1434'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 HZ1434'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0707 ***********************************************************************
 GZ0707  DESIGNATION -  8.2 B
 GZ0707  PID         -  GZ0707
 GZ0707  STATE/COUNTY-  KY/PULASKI
 GZ0707  USGS QUAD   -  DELMER (1973)
 GZ0707
 GZ0707                         *CURRENT SURVEY CONTROL
 GZ0707  ___________________________________________________________________
 GZ0707* NAD 83(1986)-  37 03 02.     (N)    084 40 48.     (W)     SCALED    
 GZ0707* NAVD 88     -       251.655  (meters)     825.64   (feet)  ADJUSTED  
 GZ0707  ___________________________________________________________________
 GZ0707  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GZ0707  DYNAMIC HT  -         251.456 (meters)     824.99  (feet)  COMP
 GZ0707  MODELED GRAV-     979,833.5   (mgal)                       NAVD 88
 GZ0707
 GZ0707  VERT ORDER  -  FIRST     CLASS I
 GZ0707
 GZ0707.The horizontal coordinates were scaled from a topographic map and have
 GZ0707.an estimated accuracy of +/- 6 seconds.
 GZ0707
 GZ0707.The orthometric height was determined by differential leveling
 GZ0707.and adjusted by the National Geodetic Survey in June 1991..
 GZ0707
 GZ0707.The geoid height was determined by GEOID03.
 GZ0707
 GZ0707.The dynamic height is computed by dividing the NAVD 88
 GZ0707.geopotential number by the normal gravity value computed on the
 GZ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0707.degrees latitude (g = 980.6199 gals.).
 GZ0707
 GZ0707.The modeled gravity was interpolated from observed gravity values.
 GZ0707
 GZ0707;                    North         East    Units  Estimated Accuracy
 GZ0707;SPC KY1Z     - 1,080,150.    1,595,180.      MT  (+/- 180 meters Scaled)
 GZ0707
 GZ0707                          SUPERSEDED SURVEY CONTROL
 GZ0707
 GZ0707  NGVD 29 (??/??/92)  251.810  (m)          826.15   (f) ADJ UNCH    1 1
 GZ0707
 GZ0707.Superseded values are not recommended for survey control.
 GZ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0707.See file dsdata.txt to determine how the superseded data were derived.
 GZ0707
 GZ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG063029(NAD 83)
 GZ0707_MARKER: DD = SURVEY DISK
 GZ0707_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0707_SP_SET: BRIDGE ABUTMENT
 GZ0707_STAMPING: WCSR-R-8.2B 1963
 GZ0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0707
 GZ0707  HISTORY     - Date     Condition        Report By
 GZ0707  HISTORY     - 1963     MONUMENTED       DOD
 GZ0707  HISTORY     - 1968     GOOD             NGS
 GZ0707  HISTORY     - 1968     GOOD             NGS
 GZ0707
 GZ0707                          STATION DESCRIPTION
 GZ0707
 GZ0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ0707'4.2 MI SE FROM NANCY.
 GZ0707'ABOUT 4.25 MILES SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE
 GZ0707'POST OFFICE AT NANCY, SET IN THE TOP OF THE SOUTHEAST END
 GZ0707'OF THE SOUTHWEST CONCRETE ABUTMENT OF THE FISHING CREEK BRIDGE
 GZ0707'OVER LAKE CUMBERLAND, 16 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GZ0707'HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GZ0707
 GZ0707                          STATION RECOVERY (1968)
 GZ0707
 GZ0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GZ0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1168 ***********************************************************************
 GZ1168  DESIGNATION -  821
 GZ1168  PID         -  GZ1168
 GZ1168  STATE/COUNTY-  KY/MERCER
 GZ1168  USGS QUAD   -  HARRODSBURG (1987)
 GZ1168
 GZ1168                         *CURRENT SURVEY CONTROL
 GZ1168  ___________________________________________________________________
 GZ1168* NAD 83(1986)-  37 51 03.     (N)    084 52 11.     (W)     SCALED    
 GZ1168* NAVD 88     -       250.158  (meters)     820.73   (feet)  ADJUSTED  
 GZ1168  ___________________________________________________________________
 GZ1168  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 GZ1168  DYNAMIC HT  -         249.969 (meters)     820.11  (feet)  COMP
 GZ1168  MODELED GRAV-     979,868.6   (mgal)                       NAVD 88
 GZ1168
 GZ1168  VERT ORDER  -  SECOND    CLASS 0
 GZ1168
 GZ1168.The horizontal coordinates were scaled from a topographic map and have
 GZ1168.an estimated accuracy of +/- 6 seconds.
 GZ1168
 GZ1168.The orthometric height was determined by differential leveling
 GZ1168.and adjusted by the National Geodetic Survey in June 1991..
 GZ1168
 GZ1168.The geoid height was determined by GEOID03.
 GZ1168
 GZ1168.The dynamic height is computed by dividing the NAVD 88
 GZ1168.geopotential number by the normal gravity value computed on the
 GZ1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1168.degrees latitude (g = 980.6199 gals.).
 GZ1168
 GZ1168.The modeled gravity was interpolated from observed gravity values.
 GZ1168
 GZ1168;                    North         East    Units  Estimated Accuracy
 GZ1168;SPC KY1Z     - 1,168,780.    1,577,470.      MT  (+/- 180 meters Scaled)
 GZ1168
 GZ1168                          SUPERSEDED SURVEY CONTROL
 GZ1168
 GZ1168  NGVD 29 (??/??/92)  250.308  (m)          821.22   (f) ADJ UNCH    2 0
 GZ1168
 GZ1168.Superseded values are not recommended for survey control.
 GZ1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1168.See file dsdata.txt to determine how the superseded data were derived.
 GZ1168
 GZ1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG874914(NAD 83)
 GZ1168_MARKER: DD = SURVEY DISK
 GZ1168_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1168_SP_SET: ROCK CUT
 GZ1168_STAMPING: 821 LEXINGTON
 GZ1168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1168+STABILITY: POSITION/ELEVATION WELL
 GZ1168
 GZ1168  HISTORY     - Date     Condition        Report By
 GZ1168  HISTORY     - UNK      MONUMENTED       USGS
 GZ1168  HISTORY     - 1935     GOOD             NGS
 GZ1168
 GZ1168                          STATION DESCRIPTION
 GZ1168
 GZ1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GZ1168'AT TALMAGE.
 GZ1168'AT TALMAGE, MERCER COUNTY, ON THE SOUTHERN RAILWAY, 100 YARDS
 GZ1168'SOUTHWEST OF THE STATION, 30 FEET SOUTHWEST OF THE CENTER OF A
 GZ1168'ROAD CROSSING, 7 FEET WEST OF THE WEST RAIL, IN THE SIDE OF A
 GZ1168'ROCK CUT, AND LEVEL WITH THE TRACK.  A UNITED STATES GEOLOGICAL
 GZ1168'SURVEY ALUMINUM DISK, STAMPED 821 LEXINGTON AND SET VERTICALLY.
 GZ1168'NOTE-- HALF OF THE MARK IS DESTROYED, PART OF THE FACE AT THE
 GZ1168'NUB REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1099 ***********************************************************************
 GY1099  DESIGNATION -  825
 GY1099  PID         -  GY1099
 GY1099  STATE/COUNTY-  KY/FLOYD
 GY1099  USGS QUAD   -  MC DOWELL (1992)
 GY1099
 GY1099                         *CURRENT SURVEY CONTROL
 GY1099  ___________________________________________________________________
 GY1099* NAD 83(1986)-  37 25 47.     (N)    082 38 37.     (W)     SCALED    
 GY1099* NAVD 88     -       251.108  (meters)     823.84   (feet)  ADJUSTED  
 GY1099  ___________________________________________________________________
 GY1099  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GY1099  DYNAMIC HT  -         250.909 (meters)     823.19  (feet)  COMP
 GY1099  MODELED GRAV-     979,835.3   (mgal)                       NAVD 88
 GY1099
 GY1099  VERT ORDER  -  SECOND    CLASS 0
 GY1099
 GY1099.The horizontal coordinates were scaled from a topographic map and have
 GY1099.an estimated accuracy of +/- 6 seconds.
 GY1099
 GY1099.The orthometric height was determined by differential leveling
 GY1099.and adjusted by the National Geodetic Survey in June 1991..
 GY1099
 GY1099.The geoid height was determined by GEOID03.
 GY1099
 GY1099.The dynamic height is computed by dividing the NAVD 88
 GY1099.geopotential number by the normal gravity value computed on the
 GY1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1099.degrees latitude (g = 980.6199 gals.).
 GY1099
 GY1099.The modeled gravity was interpolated from observed gravity values.
 GY1099
 GY1099;                    North         East    Units  Estimated Accuracy
 GY1099;SPC KY1Z     - 1,126,260.    1,774,870.      MT  (+/- 180 meters Scaled)
 GY1099
 GY1099                          SUPERSEDED SURVEY CONTROL
 GY1099
 GY1099  NGVD 29 (??/??/92)  251.289  (m)          824.44   (f) ADJ UNCH    2 0
 GY1099
 GY1099.Superseded values are not recommended for survey control.
 GY1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1099.See file dsdata.txt to determine how the superseded data were derived.
 GY1099
 GY1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB545438(NAD 83)
 GY1099_MARKER: DD = SURVEY DISK
 GY1099_SETTING: 66 = SET IN ROCK OUTCROP
 GY1099_SP_SET: ROCK LEDGE
 GY1099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1099+STABILITY: POSITION/ELEVATION WELL
 GY1099
 GY1099  HISTORY     - Date     Condition        Report By
 GY1099  HISTORY     - UNK      MONUMENTED       USGS
 GY1099  HISTORY     - 1956     SEE DESCRIPTION  NGS
 GY1099
 GY1099                          STATION DESCRIPTION
 GY1099
 GY1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1099'2.8 MI N FROM BEAVER.
 GY1099'2.75 MILES NORTH ALONG STATE HIGHWAY 979 FROM THE SCHOOL AT
 GY1099'BEAVER, 0.15 MILE NORTH OF CASEYS STORE AND POST OFFICE AT
 GY1099'TEABERRY, 0.15 MILE NORTH OF CULVERT OVER HOWELL BRANCH, 187
 GY1099'FEET WEST AND ACROSS MUD CREEK FROM CENTER LINE OF HIGHWAY,
 GY1099'BELOW THE SOUTHEAST CORNER OF A HOUSE BUILT ON HILLSIDE, 33
 GY1099'FEET NORTHWEST OF NORTHWEST BANK OF MUD CREEK, IN THE TOP OF A
 GY1099'ROCK LEDGE AT FOOT OF HILL, 5 FEET NORTHWEST OF SOUTHEAST END
 GY1099'OF LEDGE AND ABOUT 5 FEET ABOVE CREEK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1126 ***********************************************************************
 HZ1126  DESIGNATION -  829
 HZ1126  PID         -  HZ1126
 HZ1126  STATE/COUNTY-  KY/SHELBY
 HZ1126  USGS QUAD   -  WADDY (1984)
 HZ1126
 HZ1126                         *CURRENT SURVEY CONTROL
 HZ1126  ___________________________________________________________________
 HZ1126* NAD 83(1986)-  38 14 39.     (N)    085 02 17.     (W)     SCALED    
 HZ1126* NAVD 88     -       252.620  (meters)     828.80   (feet)  ADJUSTED  
 HZ1126  ___________________________________________________________________
 HZ1126  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HZ1126  DYNAMIC HT  -         252.443 (meters)     828.22  (feet)  COMP
 HZ1126  MODELED GRAV-     979,918.8   (mgal)                       NAVD 88
 HZ1126
 HZ1126  VERT ORDER  -  FIRST     CLASS II
 HZ1126
 HZ1126.The horizontal coordinates were scaled from a topographic map and have
 HZ1126.an estimated accuracy of +/- 6 seconds.
 HZ1126
 HZ1126.The orthometric height was determined by differential leveling
 HZ1126.and adjusted by the National Geodetic Survey in June 1991..
 HZ1126
 HZ1126.The geoid height was determined by GEOID03.
 HZ1126
 HZ1126.The dynamic height is computed by dividing the NAVD 88
 HZ1126.geopotential number by the normal gravity value computed on the
 HZ1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1126.degrees latitude (g = 980.6199 gals.).
 HZ1126
 HZ1126.The modeled gravity was interpolated from observed gravity values.
 HZ1126
 HZ1126;                    North         East    Units  Estimated Accuracy
 HZ1126;SPC KY1Z     - 1,212,310.    1,562,320.      MT  (+/- 180 meters Scaled)
 HZ1126
 HZ1126                          SUPERSEDED SURVEY CONTROL
 HZ1126
 HZ1126  NGVD 29 (??/??/92)  252.774  (m)          829.31   (f) ADJ UNCH    1 2
 HZ1126
 HZ1126.Superseded values are not recommended for survey control.
 HZ1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1126.See file dsdata.txt to determine how the superseded data were derived.
 HZ1126
 HZ1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH716347(NAD 83)
 HZ1126_MARKER: DD = SURVEY DISK
 HZ1126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1126_SP_SET: CULVERT
 HZ1126_STAMPING: 829
 HZ1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1126
 HZ1126  HISTORY     - Date     Condition        Report By
 HZ1126  HISTORY     - UNK      MONUMENTED       USGS
 HZ1126  HISTORY     - 1949     GOOD             NGS
 HZ1126
 HZ1126                          STATION DESCRIPTION
 HZ1126
 HZ1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ1126'4.4 MI SE FROM CHRISTIANBURG.
 HZ1126'ABOUT 4.45 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1126'RAILROAD FROM THE STATION AT CHRISTIANBURG, ABOUT 0.35 MILE NORTHWEST
 HZ1126'OF MILE POST 54, SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD
 HZ1126'WALL OF A STONE CULVERT, 24 FEET WEST OF THE WEST RAIL AND ABOUT
 HZ1126'9 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0355 ***********************************************************************
 HZ0355  DESIGNATION -  840
 HZ0355  PID         -  HZ0355
 HZ0355  STATE/COUNTY-  KY/SCOTT
 HZ0355  USGS QUAD   -  MIDWAY (1984)
 HZ0355
 HZ0355                         *CURRENT SURVEY CONTROL
 HZ0355  ___________________________________________________________________
 HZ0355* NAD 83(1986)-  38 14 50.     (N)    084 38 29.     (W)     SCALED    
 HZ0355* NAVD 88     -       255.931  (meters)     839.67   (feet)  ADJUSTED  
 HZ0355  ___________________________________________________________________
 HZ0355  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HZ0355  DYNAMIC HT  -         255.749 (meters)     839.07  (feet)  COMP
 HZ0355  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 HZ0355
 HZ0355  VERT ORDER  -  FIRST     CLASS II
 HZ0355
 HZ0355.The horizontal coordinates were scaled from a topographic map and have
 HZ0355.an estimated accuracy of +/- 6 seconds.
 HZ0355
 HZ0355.The orthometric height was determined by differential leveling
 HZ0355.and adjusted by the National Geodetic Survey in June 1991..
 HZ0355
 HZ0355.The geoid height was determined by GEOID03.
 HZ0355
 HZ0355.The dynamic height is computed by dividing the NAVD 88
 HZ0355.geopotential number by the normal gravity value computed on the
 HZ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0355.degrees latitude (g = 980.6199 gals.).
 HZ0355
 HZ0355.The modeled gravity was interpolated from observed gravity values.
 HZ0355
 HZ0355;                    North         East    Units  Estimated Accuracy
 HZ0355;SPC KY1Z     - 1,212,990.    1,597,040.      MT  (+/- 180 meters Scaled)
 HZ0355
 HZ0355                          SUPERSEDED SURVEY CONTROL
 HZ0355
 HZ0355  NGVD 29 (??/??/92)  256.100  (m)          840.22   (f) ADJ UNCH    1 2
 HZ0355
 HZ0355.Superseded values are not recommended for survey control.
 HZ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0355.See file dsdata.txt to determine how the superseded data were derived.
 HZ0355
 HZ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH063358(NAD 83)
 HZ0355_MARKER: DD = SURVEY DISK
 HZ0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0355_SP_SET: CULVERT
 HZ0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0355
 HZ0355  HISTORY     - Date     Condition        Report By
 HZ0355  HISTORY     - UNK      MONUMENTED       USGS
 HZ0355  HISTORY     - 1949     POOR             NGS
 HZ0355
 HZ0355                          STATION DESCRIPTION
 HZ0355
 HZ0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0355'3.2 MI E FROM STAMPING GROUND.
 HZ0355'ABOUT 3.25 MILES EAST ALONG THE FRANKFORT AND CINCINNATI RAILROAD
 HZ0355'FROM THE STATION AT STAMPING GROUND, AT THE ROAD CROSSING AT DUVALL,
 HZ0355'SET IN THE TOP OF THE WEST END OF THE NORTH STONE HEAD WALL OF A
 HZ0355'30-INCH PIPE CULVERT UNDER TRACK, 15 FEET EAST OF THE CENTER LINE
 HZ0355'OF THE BLACK TOP ROAD, 5 FEET NORTH OF THE NORTH RAIL AND ABOUT
 HZ0355'1 FOOT BELOW THE TRACK.  NOTE-- ABOUT 1/2 OF THE DISK IS BROKEN
 HZ0355'OFF AND THE STONE THAT REMAINING PORTION OF DISK IS SET IN IS
 HZ0355'LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0668 ***********************************************************************
 GY0668  DESIGNATION -  841
 GY0668  PID         -  GY0668
 GY0668  STATE/COUNTY-  KY/PIKE
 GY0668  USGS QUAD   -  LICK CREEK (1978)
 GY0668
 GY0668                         *CURRENT SURVEY CONTROL
 GY0668  ___________________________________________________________________
 GY0668* NAD 83(1986)-  37 22 51.     (N)    082 15 16.     (W)     SCALED    
 GY0668* NAVD 88     -       256.302  (meters)     840.88   (feet)  ADJUSTED  
 GY0668  ___________________________________________________________________
 GY0668  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GY0668  DYNAMIC HT  -         256.099 (meters)     840.22  (feet)  COMP
 GY0668  MODELED GRAV-     979,834.5   (mgal)                       NAVD 88
 GY0668
 GY0668  VERT ORDER  -  SECOND    CLASS 0
 GY0668
 GY0668.The horizontal coordinates were scaled from a topographic map and have
 GY0668.an estimated accuracy of +/- 6 seconds.
 GY0668
 GY0668.The orthometric height was determined by differential leveling
 GY0668.and adjusted by the National Geodetic Survey in June 1991..
 GY0668
 GY0668.The geoid height was determined by GEOID03.
 GY0668
 GY0668.The dynamic height is computed by dividing the NAVD 88
 GY0668.geopotential number by the normal gravity value computed on the
 GY0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0668.degrees latitude (g = 980.6199 gals.).
 GY0668
 GY0668.The modeled gravity was interpolated from observed gravity values.
 GY0668
 GY0668;                    North         East    Units  Estimated Accuracy
 GY0668;SPC KY1Z     - 1,122,050.    1,809,500.      MT  (+/- 180 meters Scaled)
 GY0668
 GY0668                          SUPERSEDED SURVEY CONTROL
 GY0668
 GY0668  NGVD 29 (??/??/92)  256.501  (m)          841.54   (f) ADJ UNCH    2 0
 GY0668
 GY0668.Superseded values are not recommended for survey control.
 GY0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0668.See file dsdata.txt to determine how the superseded data were derived.
 GY0668
 GY0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB889378(NAD 83)
 GY0668_MARKER: DD = SURVEY DISK
 GY0668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0668_SP_SET: BRIDGE
 GY0668_STAMPING: KY 841.537
 GY0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0668
 GY0668  HISTORY     - Date     Condition        Report By
 GY0668  HISTORY     - UNK      MONUMENTED       USGS
 GY0668  HISTORY     - 1956     POOR             NGS
 GY0668  HISTORY     - 20020723 MARK NOT FOUND   KYDT
 GY0668
 GY0668                          STATION DESCRIPTION
 GY0668
 GY0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0668'0.3 MI S FROM MOUTHCARD.
 GY0668'0.3 MILE SOUTH OF BAPTIST CHURCH ALONG U.S. HIGHWAY 460 FROM
 GY0668'MOUTHCARD, SET IN THE TOP AND 6 INCHES SOUTH OF NORTH END OF
 GY0668'EAST BRIDGE SEAT OF STEEL BRIDGE OVER LEVISA FORK OF BIG SANDY
 GY0668'RIVER AND A SIDE ROAD, 9 FEET NORTH OF CENTER LINE OF BRIDGE,
 GY0668'24 FEET WEST OF CENTER OF A NORTH-SOUTH DIRT ROAD PARALLELING EAST
 GY0668'SIDE OF RIVER, 77 YARDS EAST AND ACROSS RIVER FROM CENTER OF
 GY0668'HIGHWAY AND ABOUT LEVEL WITH BRIDGE.
 GY0668
 GY0668                          STATION RECOVERY (2002)
 GY0668
 GY0668'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0668'U.S. HIGHWAY 460 MENTIONED IN PREVIOUS RECOVERY NOW KY 1499, THIS
 GY0668'BRIDGE WAS REPLACED IN PREVIOUS YEARS WITH CONCRETE BRIDGE, NO SIGN OF
 GY0668'RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1137 ***********************************************************************
 HZ1137  DESIGNATION -  849
 HZ1137  PID         -  HZ1137
 HZ1137  STATE/COUNTY-  KY/SHELBY
 HZ1137  USGS QUAD   -  EMINENCE (1978)
 HZ1137
 HZ1137                         *CURRENT SURVEY CONTROL
 HZ1137  ___________________________________________________________________
 HZ1137* NAD 83(1986)-  38 15 46.     (N)    085 08 03.     (W)     SCALED    
 HZ1137* NAVD 88     -       258.669  (meters)     848.65   (feet)  ADJUSTED  
 HZ1137  ___________________________________________________________________
 HZ1137  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ1137  DYNAMIC HT  -         258.489 (meters)     848.06  (feet)  COMP
 HZ1137  MODELED GRAV-     979,925.5   (mgal)                       NAVD 88
 HZ1137
 HZ1137  VERT ORDER  -  FIRST     CLASS II
 HZ1137
 HZ1137.The horizontal coordinates were scaled from a topographic map and have
 HZ1137.an estimated accuracy of +/- 6 seconds.
 HZ1137
 HZ1137.The orthometric height was determined by differential leveling
 HZ1137.and adjusted by the National Geodetic Survey in June 1991..
 HZ1137
 HZ1137.The geoid height was determined by GEOID03.
 HZ1137
 HZ1137.The dynamic height is computed by dividing the NAVD 88
 HZ1137.geopotential number by the normal gravity value computed on the
 HZ1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1137.degrees latitude (g = 980.6199 gals.).
 HZ1137
 HZ1137.The modeled gravity was interpolated from observed gravity values.
 HZ1137
 HZ1137;                    North         East    Units  Estimated Accuracy
 HZ1137;SPC KY1Z     - 1,214,310.    1,553,890.      MT  (+/- 180 meters Scaled)
 HZ1137
 HZ1137                          SUPERSEDED SURVEY CONTROL
 HZ1137
 HZ1137  NGVD 29 (??/??/92)  258.823  (m)          849.16   (f) ADJ UNCH    1 2
 HZ1137
 HZ1137.Superseded values are not recommended for survey control.
 HZ1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1137.See file dsdata.txt to determine how the superseded data were derived.
 HZ1137
 HZ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH632366(NAD 83)
 HZ1137_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HZ1137_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ1137_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ1137_STAMPING: 849 849.063
 HZ1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1137
 HZ1137  HISTORY     - Date     Condition        Report By
 HZ1137  HISTORY     - UNK      MONUMENTED       USGS
 HZ1137  HISTORY     - 1949     GOOD             NGS
 HZ1137
 HZ1137                          STATION DESCRIPTION
 HZ1137
 HZ1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ1137'2.2 MI SW FROM CHRISTIANBURG.
 HZ1137'ABOUT 2.25 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1137'RAILROAD FROM THE STATION AT CHRISTIANBURG, ABOUT 0.2 MILE EAST
 HZ1137'OF MILE POST 37, AT MULBERRY CROSSING, 69 FEET EAST-NORTHEAST
 HZ1137'AND ACROSS ROAD FROM THE NORTHEAST CORNER OF A FARM HOUSE, 47
 HZ1137'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE CROSSING, 44 FEET
 HZ1137'SOUTHEAST OF THE SOUTHEAST RAIL, 12 FEET SOUTH OF A FENCE CORNER,
 HZ1137'11 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A
 HZ1137'FENCE LINE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 HZ1137'3 FEET BELOW THE TRACK AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1795 ***********************************************************************
 HY1795  DESIGNATION -  850.7
 HY1795  PID         -  HY1795
 HY1795  STATE/COUNTY-  KY/FLEMING
 HY1795  USGS QUAD   -  ELIZAVILLE (1978)
 HY1795
 HY1795                         *CURRENT SURVEY CONTROL
 HY1795  ___________________________________________________________________
 HY1795* NAD 83(1986)-  38 26 30.     (N)    083 49 28.     (W)     SCALED    
 HY1795* NAVD 88     -       259.010  (meters)     849.77   (feet)  ADJUSTED  
 HY1795  ___________________________________________________________________
 HY1795  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HY1795  DYNAMIC HT  -         258.829 (meters)     849.17  (feet)  COMP
 HY1795  MODELED GRAV-     979,923.4   (mgal)                       NAVD 88
 HY1795
 HY1795  VERT ORDER  -  SECOND    CLASS 0
 HY1795
 HY1795.The horizontal coordinates were scaled from a topographic map and have
 HY1795.an estimated accuracy of +/- 6 seconds.
 HY1795
 HY1795.The orthometric height was determined by differential leveling
 HY1795.and adjusted by the National Geodetic Survey in June 1991..
 HY1795
 HY1795.The geoid height was determined by GEOID03.
 HY1795
 HY1795.The dynamic height is computed by dividing the NAVD 88
 HY1795.geopotential number by the normal gravity value computed on the
 HY1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1795.degrees latitude (g = 980.6199 gals.).
 HY1795
 HY1795.The modeled gravity was interpolated from observed gravity values.
 HY1795
 HY1795;                    North         East    Units  Estimated Accuracy
 HY1795;SPC KY1Z     - 1,235,730.    1,668,090.      MT  (+/- 180 meters Scaled)
 HY1795
 HY1795                          SUPERSEDED SURVEY CONTROL
 HY1795
 HY1795  NGVD 29 (??/??/92)  259.206  (m)          850.41   (f) ADJ UNCH    2 0
 HY1795
 HY1795.Superseded values are not recommended for survey control.
 HY1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1795.See file dsdata.txt to determine how the superseded data were derived.
 HY1795
 HY1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC534586(NAD 83)
 HY1795_MARKER: Q = CHISELED SQUARE
 HY1795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1795_SP_SET: ABUTMENT
 HY1795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1795
 HY1795  HISTORY     - Date     Condition        Report By
 HY1795  HISTORY     - UNK      MONUMENTED       USGS
 HY1795  HISTORY     - 1955     GOOD             NGS
 HY1795
 HY1795                          STATION DESCRIPTION
 HY1795
 HY1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1795'0.6 MI NE FROM NEPTON.
 HY1795'0.6 MILE NORTHEAST ALONG THE L. AND N. RR. FROM THE CROSSING
 HY1795'OF STATE HIGHWAY 367 AT NEPTON, ON TOP OF THE SOUTHEAST END OF
 HY1795'THE SOUTHWEST ABUTMENT OF BRIDGE NO. 77, IN THE THIRD STEP DOWN,
 HY1795'14 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 3 FEET LOWER THAN
 HY1795'THE RAIL.  NOTE-- MARK IS ABOUT 1.6 MILES SOUTHWEST OF FLEMINGSBURG
 HY1795'JUNCTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1121 ***********************************************************************
 HZ1121  DESIGNATION -  855
 HZ1121  PID         -  HZ1121
 HZ1121  STATE/COUNTY-  KY/OLDHAM
 HZ1121  USGS QUAD   -  SMITHFIELD (1993)
 HZ1121
 HZ1121                         *CURRENT SURVEY CONTROL
 HZ1121  ___________________________________________________________________
 HZ1121* NAD 83(1986)-  38 24 31.     (N)    085 22 29.     (W)     SCALED    
 HZ1121* NAVD 88     -       260.534  (meters)     854.77   (feet)  ADJUSTED  
 HZ1121  ___________________________________________________________________
 HZ1121  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ1121  DYNAMIC HT  -         260.359 (meters)     854.19  (feet)  COMP
 HZ1121  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 HZ1121
 HZ1121  VERT ORDER  -  SECOND    CLASS 0
 HZ1121
 HZ1121.The horizontal coordinates were scaled from a topographic map and have
 HZ1121.an estimated accuracy of +/- 6 seconds.
 HZ1121
 HZ1121.The orthometric height was determined by differential leveling
 HZ1121.and adjusted by the National Geodetic Survey in June 1991..
 HZ1121
 HZ1121.The geoid height was determined by GEOID03.
 HZ1121
 HZ1121.The dynamic height is computed by dividing the NAVD 88
 HZ1121.geopotential number by the normal gravity value computed on the
 HZ1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1121.degrees latitude (g = 980.6199 gals.).
 HZ1121
 HZ1121.The modeled gravity was interpolated from observed gravity values.
 HZ1121
 HZ1121;                    North         East    Units  Estimated Accuracy
 HZ1121;SPC KY1Z     - 1,230,390.    1,532,780.      MT  (+/- 180 meters Scaled)
 HZ1121
 HZ1121                          SUPERSEDED SURVEY CONTROL
 HZ1121
 HZ1121  NGVD 29 (??/??/92)  260.69   (m)          855.3    (f) COMPUTED    2 0
 HZ1121
 HZ1121.Superseded values are not recommended for survey control.
 HZ1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1121.See file dsdata.txt to determine how the superseded data were derived.
 HZ1121
 HZ1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH419524(NAD 83)
 HZ1121_MARKER: DD = SURVEY DISK
 HZ1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1121_STAMPING: 855
 HZ1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1121+STABILITY: SURFACE MOTION
 HZ1121
 HZ1121  HISTORY     - Date     Condition        Report By
 HZ1121  HISTORY     - UNK      MONUMENTED       USGS
 HZ1121  HISTORY     - 1950     GOOD             NGS
 HZ1121
 HZ1121                          STATION DESCRIPTION
 HZ1121
 HZ1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ1121'AT LA GRANGE.
 HZ1121'AT LA GRANGE, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 152
 HZ1121'YARDS NORTHEAST OF MILE POST 27, ABOUT IN LINE WITH AND ACROSS
 HZ1121'THE TRACKS FROM THE SOUTHWEST END OF THE FREIGHT STATION, 28
 HZ1121'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 HZ1121'21 1/2 FEET WEST OF A TELEPHONE POLE.  51 FEET NORTHEAST OF THE
 HZ1121'NORTH CORNER OF A TOOL SHED, 1 1/2 FEET SOUTHWEST OF A WHITE
 HZ1121'WOODEN WITNESS POST, 2 FEET BELOW THE TRACK AND SET IN THE TOP
 HZ1121'OF A CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0423 ***********************************************************************
 GY0423  DESIGNATION -  857
 GY0423  PID         -  GY0423
 GY0423  STATE/COUNTY-  KY/PIKE
 GY0423  USGS QUAD   -  VARNEY (1992)
 GY0423
 GY0423                         *CURRENT SURVEY CONTROL
 GY0423  ___________________________________________________________________
 GY0423* NAD 83(1986)-  37 38 42.     (N)    082 26 05.     (W)     SCALED    
 GY0423* NAVD 88     -       261.128  (meters)     856.72   (feet)  ADJUSTED  
 GY0423  ___________________________________________________________________
 GY0423  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GY0423  DYNAMIC HT  -         260.934 (meters)     856.08  (feet)  COMP
 GY0423  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 GY0423
 GY0423  VERT ORDER  -  SECOND    CLASS 0
 GY0423
 GY0423.The horizontal coordinates were scaled from a topographic map and have
 GY0423.an estimated accuracy of +/- 6 seconds.
 GY0423
 GY0423.The orthometric height was determined by differential leveling
 GY0423.and adjusted by the National Geodetic Survey in June 1991..
 GY0423
 GY0423.The geoid height was determined by GEOID03.
 GY0423
 GY0423.The dynamic height is computed by dividing the NAVD 88
 GY0423.geopotential number by the normal gravity value computed on the
 GY0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0423.degrees latitude (g = 980.6199 gals.).
 GY0423
 GY0423.The modeled gravity was interpolated from observed gravity values.
 GY0423
 GY0423;                    North         East    Units  Estimated Accuracy
 GY0423;SPC KY1Z     - 1,150,770.    1,792,500.      MT  (+/- 180 meters Scaled)
 GY0423
 GY0423                          SUPERSEDED SURVEY CONTROL
 GY0423
 GY0423  NGVD 29 (??/??/92)  261.345  (m)          857.43   (f) ADJ UNCH    2 0
 GY0423
 GY0423.Superseded values are not recommended for survey control.
 GY0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0423.See file dsdata.txt to determine how the superseded data were derived.
 GY0423
 GY0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB734673(NAD 83)
 GY0423_MARKER: DB = BENCH MARK DISK
 GY0423_SETTING: 66 = SET IN ROCK OUTCROP
 GY0423_SP_SET: ROCK CLIFF
 GY0423_STAMPING: KY 857.429
 GY0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0423+STABILITY: POSITION/ELEVATION WELL
 GY0423
 GY0423  HISTORY     - Date     Condition        Report By
 GY0423  HISTORY     - UNK      MONUMENTED       USGS
 GY0423  HISTORY     - 1956     POOR             NGS
 GY0423  HISTORY     - 20010628 MARK NOT FOUND   KYDT
 GY0423
 GY0423                          STATION DESCRIPTION
 GY0423
 GY0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0423'AT VARNEY.
 GY0423'AT VARNEY, AT HURRICANE SCHOOL, ABOUT HALF WAY UP SIDE OF HILL
 GY0423'BETWEEN ROAD AND SCHOOL, ABOUT IN LINE WITH THE EXTENDED NORTHWEST
 GY0423'FACE OF SCHOOL BUILDING, SET IN THE TOP OF THE SOUTHEAST CORNER
 GY0423'OF UPPER LAYER OF A ROCK CLIFF, ABOUT 30 FEET SOUTHWEST OF THE
 GY0423'CENTER OF ROAD AND ABOUT 18 FEET BELOW LEVEL OF ROAD.
 GY0423
 GY0423                          STATION RECOVERY (2001)
 GY0423
 GY0423'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1793 ***********************************************************************
 HY1793  DESIGNATION -  864.0
 HY1793  PID         -  HY1793
 HY1793  STATE/COUNTY-  KY/FLEMING
 HY1793  USGS QUAD   -  ELIZAVILLE (1978)
 HY1793
 HY1793                         *CURRENT SURVEY CONTROL
 HY1793  ___________________________________________________________________
 HY1793* NAD 83(1986)-  38 26 02.     (N)    083 50 20.     (W)     SCALED    
 HY1793* NAVD 88     -       257.585  (meters)     845.09   (feet)  ADJUSTED  
 HY1793  ___________________________________________________________________
 HY1793  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HY1793  DYNAMIC HT  -         257.404 (meters)     844.50  (feet)  COMP
 HY1793  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 HY1793
 HY1793  VERT ORDER  -  SECOND    CLASS 0
 HY1793
 HY1793.The horizontal coordinates were scaled from a topographic map and have
 HY1793.an estimated accuracy of +/- 6 seconds.
 HY1793
 HY1793.The orthometric height was determined by differential leveling
 HY1793.and adjusted by the National Geodetic Survey in June 1991..
 HY1793
 HY1793.The geoid height was determined by GEOID03.
 HY1793
 HY1793.The dynamic height is computed by dividing the NAVD 88
 HY1793.geopotential number by the normal gravity value computed on the
 HY1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1793.degrees latitude (g = 980.6199 gals.).
 HY1793
 HY1793.The modeled gravity was interpolated from observed gravity values.
 HY1793
 HY1793;                    North         East    Units  Estimated Accuracy
 HY1793;SPC KY1Z     - 1,234,840.    1,666,840.      MT  (+/- 180 meters Scaled)
 HY1793
 HY1793                          SUPERSEDED SURVEY CONTROL
 HY1793
 HY1793  NGVD 29 (??/??/92)  257.779  (m)          845.73   (f) ADJ UNCH    2 0
 HY1793
 HY1793.Superseded values are not recommended for survey control.
 HY1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1793.See file dsdata.txt to determine how the superseded data were derived.
 HY1793
 HY1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC522577(NAD 83)
 HY1793_MARKER: Q = CHISELED SQUARE
 HY1793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1793_SP_SET: ABUTMENT
 HY1793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1793
 HY1793  HISTORY     - Date     Condition        Report By
 HY1793  HISTORY     - UNK      MONUMENTED       USGS
 HY1793  HISTORY     - 1955     GOOD             NGS
 HY1793
 HY1793                          STATION DESCRIPTION
 HY1793
 HY1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1793'AT NEPTON.
 HY1793'AT THE VILLAGE OF NEPTON, ON THE L. AND N. RR., 11 1/2 RAILS
 HY1793'SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 367, IN THE TOP OF
 HY1793'THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT, 9 FEET SOUTHEAST
 HY1793'OF THE SOUTHEAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2226 ***********************************************************************
 GY2226  DESIGNATION -  866
 GY2226  PID         -  GY2226
 GY2226  STATE/COUNTY-  KY/KNOTT
 GY2226  USGS QUAD   -  NOBLE (1976)
 GY2226
 GY2226                         *CURRENT SURVEY CONTROL
 GY2226  ___________________________________________________________________
 GY2226* NAD 83(1986)-  37 27 25.     (N)    083 08 02.     (W)     SCALED    
 GY2226* NAVD 88     -       263.876  (meters)     865.73   (feet)  ADJUSTED  
 GY2226  ___________________________________________________________________
 GY2226  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GY2226  DYNAMIC HT  -         263.670 (meters)     865.06  (feet)  COMP
 GY2226  MODELED GRAV-     979,841.8   (mgal)                       NAVD 88
 GY2226
 GY2226  VERT ORDER  -  SECOND    CLASS 0
 GY2226
 GY2226.The horizontal coordinates were scaled from a topographic map and have
 GY2226.an estimated accuracy of +/- 6 seconds.
 GY2226
 GY2226.The orthometric height was determined by differential leveling
 GY2226.and adjusted by the National Geodetic Survey in June 1991..
 GY2226
 GY2226.The geoid height was determined by GEOID03.
 GY2226
 GY2226.The dynamic height is computed by dividing the NAVD 88
 GY2226.geopotential number by the normal gravity value computed on the
 GY2226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2226.degrees latitude (g = 980.6199 gals.).
 GY2226
 GY2226.The modeled gravity was interpolated from observed gravity values.
 GY2226
 GY2226;                    North         East    Units  Estimated Accuracy
 GY2226;SPC KY1Z     - 1,127,950.    1,731,420.      MT  (+/- 180 meters Scaled)
 GY2226
 GY2226                          SUPERSEDED SURVEY CONTROL
 GY2226
 GY2226  NGVD 29 (??/??/92)  264.038  (m)          866.26   (f) ADJ UNCH    2 0
 GY2226
 GY2226.Superseded values are not recommended for survey control.
 GY2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2226.See file dsdata.txt to determine how the superseded data were derived.
 GY2226
 GY2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB112477(NAD 83)
 GY2226_MARKER: DD = SURVEY DISK
 GY2226_SETTING: 66 = SET IN ROCK OUTCROP
 GY2226_SP_SET: CLIFF
 GY2226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2226+STABILITY: POSITION/ELEVATION WELL
 GY2226
 GY2226  HISTORY     - Date     Condition        Report By
 GY2226  HISTORY     - UNK      MONUMENTED       USGS
 GY2226  HISTORY     - 1956     GOOD             NGS
 GY2226
 GY2226                          STATION DESCRIPTION
 GY2226
 GY2226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2226'4.2 MI SE FROM NOBLE.
 GY2226'4.15 MILES SOUTHEAST ALONG A ROAD FOLLOWING BUCKHORN CREEK FROM
 GY2226'THE POST OFFICE AT NOBLE, ABOUT 70 YARDS SOUTHEAST OF CROSSING
 GY2226'OF COLES FORK AND BREATHITT-KNOTT COUNTY LINE, 26 FEET NORTHEAST
 GY2226'OF THE CENTER OF ROAD, SET VERTICALLY ABOUT 1 1/2 FEET ABOVE
 GY2226'GROUND IN THE SOUTHWEST FACE OF A LAYER OF ROCK IN LOW LAYERED
 GY2226'CLIFF, 30 YARDS NORTHEAST OF CENTER OF BUCKHORN CREEK, 6 FEET
 GY2226'SOUTHEAST OF NORTHWEST END OF CLIFF, AND ABOUT 2 1/2 FEET ABOVE
 GY2226'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1751 ***********************************************************************
 GY1751  DESIGNATION -  867
 GY1751  PID         -  GY1751
 GY1751  STATE/COUNTY-  KY/BREATHITT
 GY1751  USGS QUAD   -  JACKSON (1978)
 GY1751
 GY1751                         *CURRENT SURVEY CONTROL
 GY1751  ___________________________________________________________________
 GY1751* NAD 83(1986)-  37 32 52.     (N)    083 29 18.     (W)     SCALED    
 GY1751* NAVD 88     -       264.129  (meters)     866.56   (feet)  ADJUSTED  
 GY1751  ___________________________________________________________________
 GY1751  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GY1751  DYNAMIC HT  -         263.926 (meters)     865.90  (feet)  COMP
 GY1751  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 GY1751
 GY1751  VERT ORDER  -  FIRST     CLASS II
 GY1751
 GY1751.The horizontal coordinates were scaled from a topographic map and have
 GY1751.an estimated accuracy of +/- 6 seconds.
 GY1751
 GY1751.The orthometric height was determined by differential leveling
 GY1751.and adjusted by the National Geodetic Survey in June 1991..
 GY1751
 GY1751.The geoid height was determined by GEOID03.
 GY1751
 GY1751.The dynamic height is computed by dividing the NAVD 88
 GY1751.geopotential number by the normal gravity value computed on the
 GY1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1751.degrees latitude (g = 980.6199 gals.).
 GY1751
 GY1751.The modeled gravity was interpolated from observed gravity values.
 GY1751
 GY1751;                    North         East    Units  Estimated Accuracy
 GY1751;SPC KY1Z     - 1,137,200.    1,699,830.      MT  (+/- 180 meters Scaled)
 GY1751
 GY1751                          SUPERSEDED SURVEY CONTROL
 GY1751
 GY1751  NGVD 29 (??/??/92)  264.284  (m)          867.07   (f) ADJ UNCH    1 2
 GY1751
 GY1751.Superseded values are not recommended for survey control.
 GY1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1751.See file dsdata.txt to determine how the superseded data were derived.
 GY1751
 GY1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB801585(NAD 83)
 GY1751_MARKER: DD = SURVEY DISK
 GY1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1751_STAMPING: 867 1 RHP 1949 867.072
 GY1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1751+STABILITY: SURFACE MOTION
 GY1751
 GY1751  HISTORY     - Date     Condition        Report By
 GY1751  HISTORY     - 1949     MONUMENTED       USGS
 GY1751  HISTORY     - 1950     GOOD             NGS
 GY1751  HISTORY     - 1957     GOOD             NGS
 GY1751  HISTORY     - 19960430 MARK NOT FOUND   KYDT
 GY1751
 GY1751                          STATION DESCRIPTION
 GY1751
 GY1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY1751'1.4 MI SE FROM OAKDALE.
 GY1751'ABOUT 1.35 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1751'RAILROAD FROM THE POST OFFICE AT OAKDALE, ABOUT 0.2 MILE EAST OF
 GY1751'MILE POST 190, ABOUT 0.95 MILE WEST OF THE WEST END OF CHENOWEE
 GY1751'TUNNEL, AT A PUBLIC ROAD CROSSING AND NEAR THE WEST END OF A CUT,
 GY1751'12 FEET SOUTH OF THE SOUTH RAIL, 81 FEET SOUTHEAST OF THE CENTER
 GY1751'LINE OF THE CROSSING, 97 FEET WEST OF TELEPHONE POLE NO. E 56,
 GY1751'15 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 GY1751'SOUTHEAST, 213 FEET WEST OF A WHISTLE POST, 126.8 FEET SOUTHEAST
 GY1751'AND ACROSS TRACK FROM CROSSING WARNING SIGN, 1 1/2 FEET EAST OF A
 GY1751'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 GY1751'POST PROJECTING 7 INCHES.
 GY1751
 GY1751                          STATION RECOVERY (1957)
 GY1751
 GY1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY1751'RECOVERED IN GOOD CONDITION.
 GY1751
 GY1751                          STATION RECOVERY (1996)
 GY1751
 GY1751'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1751'MARK POSSIBLY TORN OUT DURING PREVIOUS ROAD/RR CROSSING IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2042 ***********************************************************************
 GY2042  DESIGNATION -  873
 GY2042  PID         -  GY2042
 GY2042  STATE/COUNTY-  KY/LESLIE
 GY2042  USGS QUAD   -  HYDEN EAST (1980)
 GY2042
 GY2042                         *CURRENT SURVEY CONTROL
 GY2042  ___________________________________________________________________
 GY2042* NAD 83(1986)-  37 10 44.     (N)    083 18 11.     (W)     SCALED    
 GY2042* NAVD 88     -       266.032  (meters)     872.81   (feet)  ADJUSTED  
 GY2042  ___________________________________________________________________
 GY2042  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GY2042  DYNAMIC HT  -         265.820 (meters)     872.11  (feet)  COMP
 GY2042  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 GY2042
 GY2042  VERT ORDER  -  SECOND    CLASS 0
 GY2042
 GY2042.The horizontal coordinates were scaled from a topographic map and have
 GY2042.an estimated accuracy of +/- 6 seconds.
 GY2042
 GY2042.The orthometric height was determined by differential leveling
 GY2042.and adjusted by the National Geodetic Survey in June 1991..
 GY2042
 GY2042.The geoid height was determined by GEOID03.
 GY2042
 GY2042.The dynamic height is computed by dividing the NAVD 88
 GY2042.geopotential number by the normal gravity value computed on the
 GY2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2042.degrees latitude (g = 980.6199 gals.).
 GY2042
 GY2042.The modeled gravity was interpolated from observed gravity values.
 GY2042
 GY2042;                    North         East    Units  Estimated Accuracy
 GY2042;SPC KY1Z     - 1,096,690.    1,717,270.      MT  (+/- 180 meters Scaled)
 GY2042
 GY2042                          SUPERSEDED SURVEY CONTROL
 GY2042
 GY2042  NGVD 29 (??/??/92)  266.203  (m)          873.37   (f) ADJ UNCH    2 0
 GY2042
 GY2042.Superseded values are not recommended for survey control.
 GY2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2042.See file dsdata.txt to determine how the superseded data were derived.
 GY2042
 GY2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB955172(NAD 83)
 GY2042_MARKER: DD = SURVEY DISK
 GY2042_SETTING: 66 = SET IN ROCK OUTCROP
 GY2042_SP_SET: ROCK SHELF
 GY2042_STAMPING: 873 1916 KY 873.345
 GY2042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2042+STABILITY: POSITION/ELEVATION WELL
 GY2042
 GY2042  HISTORY     - Date     Condition        Report By
 GY2042  HISTORY     - 1916     MONUMENTED       USGS
 GY2042  HISTORY     - 1952     GOOD             NGS
 GY2042  HISTORY     - 1967     MARK NOT FOUND   NGS
 GY2042  HISTORY     - 19960610 MARK NOT FOUND   KYDT
 GY2042
 GY2042                          STATION DESCRIPTION
 GY2042
 GY2042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY2042'AT WOOTON.
 GY2042'AT WOOTON, NORTHWEST AND ACROSS HIGHWAY 80 FROM THE POST OFFICE,
 GY2042'AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST AND DOWNSTREAM ALONG
 GY2042'CUTSHIN CREEK, 82 FEET NORTHWEST OF CENTER LINE OF HIGHWAY 80,
 GY2042'13 FEET NORTH OF CENTER LINE OF GRAVEL ROAD WEST, IN THE TOP OF
 GY2042'A SMALL CUT SHELF AT FOOT OF A SLANTING PART OF A ROCK CLIFF,
 GY2042'NEAR THE WEST END OF CLIFF AND ABOUT 1 FOOT ABOVE LEVEL OF
 GY2042'GRAVEL ROAD.
 GY2042
 GY2042                          STATION RECOVERY (1967)
 GY2042
 GY2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GY2042'MARK NOT FOUND.
 GY2042
 GY2042                          STATION RECOVERY (1996)
 GY2042
 GY2042'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2042'THERE HAS BEEN EXTENSIVE FILL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1975 ***********************************************************************
 GY1975  DESIGNATION -  873
 GY1975  PID         -  GY1975
 GY1975  STATE/COUNTY-  KY/PERRY
 GY1975  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1975
 GY1975                         *CURRENT SURVEY CONTROL
 GY1975  ___________________________________________________________________
 GY1975* NAD 83(1986)-  37 14 59.     (N)    083 11 44.     (W)     SCALED    
 GY1975* NAVD 88     -       266.036  (meters)     872.82   (feet)  ADJUSTED  
 GY1975  ___________________________________________________________________
 GY1975  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1975  DYNAMIC HT  -         265.827 (meters)     872.13  (feet)  COMP
 GY1975  MODELED GRAV-     979,836.6   (mgal)                       NAVD 88
 GY1975
 GY1975  VERT ORDER  -  FIRST     CLASS II
 GY1975
 GY1975.The horizontal coordinates were scaled from a topographic map and have
 GY1975.an estimated accuracy of +/- 6 seconds.
 GY1975
 GY1975.The orthometric height was determined by differential leveling
 GY1975.and adjusted by the National Geodetic Survey in June 1991..
 GY1975
 GY1975.The geoid height was determined by GEOID03.
 GY1975
 GY1975.The dynamic height is computed by dividing the NAVD 88
 GY1975.geopotential number by the normal gravity value computed on the
 GY1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1975.degrees latitude (g = 980.6199 gals.).
 GY1975
 GY1975.The modeled gravity was interpolated from observed gravity values.
 GY1975
 GY1975;                    North         East    Units  Estimated Accuracy
 GY1975;SPC KY1Z     - 1,104,810.    1,726,590.      MT  (+/- 180 meters Scaled)
 GY1975
 GY1975                          SUPERSEDED SURVEY CONTROL
 GY1975
 GY1975  NGVD 29 (??/??/92)  266.196  (m)          873.34   (f) ADJ UNCH    1 2
 GY1975
 GY1975.Superseded values are not recommended for survey control.
 GY1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1975.See file dsdata.txt to determine how the superseded data were derived.
 GY1975
 GY1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB052248(NAD 83)
 GY1975_MARKER: X = CHISELED CROSS
 GY1975_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1975_SP_SET: BUILDING
 GY1975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1975
 GY1975  HISTORY     - Date     Condition        Report By
 GY1975  HISTORY     - UNK      MONUMENTED       LOCENG
 GY1975  HISTORY     - 1957     GOOD             NGS
 GY1975
 GY1975                          STATION DESCRIPTION
 GY1975
 GY1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY1975'AT HAZARD.
 GY1975'AT HAZARD, PERRY COUNTY, AT THE FIRST NATIONAL BANK, AND ON
 GY1975'THE NORTHWEST END OF THE DOORSILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1980 ***********************************************************************
 GY1980  DESIGNATION -  876.4 L AND N RR
 GY1980  PID         -  GY1980
 GY1980  STATE/COUNTY-  KY/PERRY
 GY1980  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1980
 GY1980                         *CURRENT SURVEY CONTROL
 GY1980  ___________________________________________________________________
 GY1980* NAD 83(1986)-  37 14 38.     (N)    083 10 52.     (W)     SCALED    
 GY1980* NAVD 88     -       266.971  (meters)     875.89   (feet)  ADJUSTED  
 GY1980  ___________________________________________________________________
 GY1980  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1980  DYNAMIC HT  -         266.760 (meters)     875.20  (feet)  COMP
 GY1980  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 GY1980
 GY1980  VERT ORDER  -  FIRST     CLASS II
 GY1980
 GY1980.The horizontal coordinates were scaled from a topographic map and have
 GY1980.an estimated accuracy of +/- 6 seconds.
 GY1980
 GY1980.The orthometric height was determined by differential leveling
 GY1980.and adjusted by the National Geodetic Survey in June 1991..
 GY1980
 GY1980.The geoid height was determined by GEOID03.
 GY1980
 GY1980.The dynamic height is computed by dividing the NAVD 88
 GY1980.geopotential number by the normal gravity value computed on the
 GY1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1980.degrees latitude (g = 980.6199 gals.).
 GY1980
 GY1980.The modeled gravity was interpolated from observed gravity values.
 GY1980
 GY1980;                    North         East    Units  Estimated Accuracy
 GY1980;SPC KY1Z     - 1,104,190.    1,727,890.      MT  (+/- 180 meters Scaled)
 GY1980
 GY1980                          SUPERSEDED SURVEY CONTROL
 GY1980
 GY1980  NGVD 29 (??/??/92)  267.141  (m)          876.45   (f) ADJ UNCH    1 2
 GY1980
 GY1980.Superseded values are not recommended for survey control.
 GY1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1980.See file dsdata.txt to determine how the superseded data were derived.
 GY1980
 GY1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB065241(NAD 83)
 GY1980_MARKER: Q = CHISELED SQUARE
 GY1980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1980_SP_SET: ABUTMENT
 GY1980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1980
 GY1980  HISTORY     - Date     Condition        Report By
 GY1980  HISTORY     - UNK      MONUMENTED       LNRR
 GY1980  HISTORY     - 1956     GOOD             NGS
 GY1980  HISTORY     - 1967     MARK NOT FOUND   NGS
 GY1980
 GY1980                          STATION DESCRIPTION
 GY1980
 GY1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1980'1 MI SE FROM HAZARD.
 GY1980'1.0 MILE SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GY1980'HAZARD, PERRY COUNTY, AT LOTHAIR, AT BRIDGE 100, AND ON THE SOUTHEAST
 GY1980'ABUTMENT.
 GY1980
 GY1980                          STATION RECOVERY (1967)
 GY1980
 GY1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GY1980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1185 ***********************************************************************
 GY1185  DESIGNATION -  879
 GY1185  PID         -  GY1185
 GY1185  STATE/COUNTY-  KY/KNOTT
 GY1185  USGS QUAD   -  KITE (1992)
 GY1185
 GY1185                         *CURRENT SURVEY CONTROL
 GY1185  ___________________________________________________________________
 GY1185* NAD 83(1986)-  37 19 21.     (N)    082 48 15.     (W)     SCALED    
 GY1185* NAVD 88     -       267.840  (meters)     878.74   (feet)  ADJUSTED  
 GY1185  ___________________________________________________________________
 GY1185  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GY1185  DYNAMIC HT  -         267.625 (meters)     878.03  (feet)  COMP
 GY1185  MODELED GRAV-     979,819.8   (mgal)                       NAVD 88
 GY1185
 GY1185  VERT ORDER  -  SECOND    CLASS 0
 GY1185
 GY1185.The horizontal coordinates were scaled from a topographic map and have
 GY1185.an estimated accuracy of +/- 6 seconds.
 GY1185
 GY1185.The orthometric height was determined by differential leveling
 GY1185.and adjusted by the National Geodetic Survey in June 1991..
 GY1185
 GY1185.The geoid height was determined by GEOID03.
 GY1185
 GY1185.The dynamic height is computed by dividing the NAVD 88
 GY1185.geopotential number by the normal gravity value computed on the
 GY1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1185.degrees latitude (g = 980.6199 gals.).
 GY1185
 GY1185.The modeled gravity was interpolated from observed gravity values.
 GY1185
 GY1185;                    North         East    Units  Estimated Accuracy
 GY1185;SPC KY1Z     - 1,113,900.    1,761,050.      MT  (+/- 180 meters Scaled)
 GY1185
 GY1185                          SUPERSEDED SURVEY CONTROL
 GY1185
 GY1185  NGVD 29 (??/??/92)  268.006  (m)          879.28   (f) ADJ UNCH    2 0
 GY1185
 GY1185.Superseded values are not recommended for survey control.
 GY1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1185.See file dsdata.txt to determine how the superseded data were derived.
 GY1185
 GY1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB401321(NAD 83)
 GY1185_MARKER: DB = BENCH MARK DISK
 GY1185_SETTING: 66 = SET IN ROCK OUTCROP
 GY1185_SP_SET: ROCK CLIFF
 GY1185_STAMPING: KENTUCKY 879.283
 GY1185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1185+STABILITY: POSITION/ELEVATION WELL
 GY1185
 GY1185  HISTORY     - Date     Condition        Report By
 GY1185  HISTORY     - UNK      MONUMENTED       CGS
 GY1185  HISTORY     - 1956     POOR             NGS
 GY1185  HISTORY     - 20060125 MARK NOT FOUND   KYTC
 GY1185
 GY1185                          STATION DESCRIPTION
 GY1185
 GY1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1185'AT KITE.
 GY1185'AT KITE, 0.1 MILE NORTHWEST ALONG RIGHT FORK OF BEAVER CREEK
 GY1185'FROM THE CONFLUENCE OF BATES BRANCH, 0.1 MILE NORTHWEST AND
 GY1185'ACROSS BEAVER CREEK AND STATE HIGHWAY 7 FROM THE POST OFFICE
 GY1185'AND STORE AT KITE, 66 FEET WEST OF CENTER OF CREEK BED OF
 GY1185'BEAVER CREEK, SET IN THE TOP OF A LEDGE IN ROCK CLIFF, 15 FEET
 GY1185'NORTHEAST OF SOUTHWEST END OF CLIFF, 39 FEET SOUTH OF A SMALL
 GY1185'HOLLOW FROM THE WEST, 17 1/2 FEET SOUTH SOUTHWEST OF A WHITE
 GY1185'OAK TREE GROWING ON TOP OF CLIFF, 3 FEET ABOVE BOTTOM OF CREEK
 GY1185'BED.
 GY1185
 GY1185                          STATION RECOVERY (2006)
 GY1185
 GY1185'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1975 ***********************************************************************
 HY1975  DESIGNATION -  88
 HY1975  PID         -  HY1975
 HY1975  STATE/COUNTY-  KY/MASON
 HY1975  USGS QUAD   -  MAYSVILLE WEST (1993)
 HY1975
 HY1975                         *CURRENT SURVEY CONTROL
 HY1975  ___________________________________________________________________
 HY1975* NAD 83(1986)-  38 38 51.     (N)    083 46 00.     (W)     SCALED    
 HY1975* NAVD 88     -       161.822  (meters)     530.91   (feet)  ADJUSTED  
 HY1975  ___________________________________________________________________
 HY1975  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HY1975  DYNAMIC HT  -         161.717 (meters)     530.57  (feet)  COMP
 HY1975  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 HY1975
 HY1975  VERT ORDER  -  SECOND    CLASS 0
 HY1975
 HY1975.The horizontal coordinates were scaled from a topographic map and have
 HY1975.an estimated accuracy of +/- 6 seconds.
 HY1975
 HY1975.The orthometric height was determined by differential leveling
 HY1975.and adjusted by the National Geodetic Survey in June 1991..
 HY1975
 HY1975.The geoid height was determined by GEOID03.
 HY1975
 HY1975.The dynamic height is computed by dividing the NAVD 88
 HY1975.geopotential number by the normal gravity value computed on the
 HY1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1975.degrees latitude (g = 980.6199 gals.).
 HY1975
 HY1975.The modeled gravity was interpolated from observed gravity values.
 HY1975
 HY1975;                    North         East    Units  Estimated Accuracy
 HY1975;SPC KY1Z     - 1,258,680.    1,672,640.      MT  (+/- 180 meters Scaled)
 HY1975
 HY1975                          SUPERSEDED SURVEY CONTROL
 HY1975
 HY1975  NGVD 29 (??/??/92)  162.062  (m)          531.70   (f) ADJ UNCH    2 0
 HY1975
 HY1975.Superseded values are not recommended for survey control.
 HY1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1975.See file dsdata.txt to determine how the superseded data were derived.
 HY1975
 HY1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC592812(NAD 83)
 HY1975_MARKER: P = PIPE CAP
 HY1975_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1975_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1975_STAMPING: 88 531.700
 HY1975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1975
 HY1975  HISTORY     - Date     Condition        Report By
 HY1975  HISTORY     - UNK      MONUMENTED       DOD
 HY1975  HISTORY     - 1955     GOOD             NGS
 HY1975  HISTORY     - 19990605 GOOD             WOOLPT
 HY1975
 HY1975                          STATION DESCRIPTION
 HY1975
 HY1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1975'AT MAYSVILLE.
 HY1975'AT THE SOUTH SIDE OF THE COURTHOUSE GROUNDS, AT THE INTERSECTION
 HY1975'OF THIRD AND SUTTON STREETS, 60 FEET SOUTH OF THE SOUTH SIDE
 HY1975'OF THE BUILDING HOUSING THE COUNTY CLERK OFFICE, 38 FEET NORTHWEST
 HY1975'OF THE NORTHWEST WALL OF COURTHOUSE, 10 FEET WEST OF WALK TO
 HY1975'CLERKS OFFICE, 8 FEET NORTH OF YARD FENCE.
 HY1975
 HY1975                          STATION RECOVERY (1999)
 HY1975
 HY1975'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999
 HY1975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1283 ***********************************************************************
 GY1283  DESIGNATION -  885
 GY1283  PID         -  GY1283
 GY1283  STATE/COUNTY-  KY/KNOTT
 GY1283  USGS QUAD   -  HANDSHOE (1992)
 GY1283
 GY1283                         *CURRENT SURVEY CONTROL
 GY1283  ___________________________________________________________________
 GY1283* NAD 83(1986)-  37 28 12.     (N)    082 55 12.     (W)     SCALED    
 GY1283* NAVD 88     -       269.643  (meters)     884.65   (feet)  POSTED    
 GY1283  ___________________________________________________________________
 GY1283  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GY1283  DYNAMIC HT  -         269.430 (meters)     883.95  (feet)  COMP
 GY1283  MODELED GRAV-     979,831.4   (mgal)                       NAVD 88
 GY1283
 GY1283  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GY1283
 GY1283.The horizontal coordinates were scaled from a topographic map and have
 GY1283.an estimated accuracy of +/- 6 seconds.
 GY1283
 GY1283.The orthometric height was determined by differential leveling
 GY1283.and adjusted by the National Geodetic Survey in 1992..
 GY1283.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GY1283.rate of 2.1 thru 3.0 mm/km.
 GY1283
 GY1283.The geoid height was determined by GEOID03.
 GY1283
 GY1283.The dynamic height is computed by dividing the NAVD 88
 GY1283.geopotential number by the normal gravity value computed on the
 GY1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1283.degrees latitude (g = 980.6199 gals.).
 GY1283
 GY1283.The modeled gravity was interpolated from observed gravity values.
 GY1283
 GY1283;                    North         East    Units  Estimated Accuracy
 GY1283;SPC KY1Z     - 1,129,950.    1,750,290.      MT  (+/- 180 meters Scaled)
 GY1283
 GY1283                          SUPERSEDED SURVEY CONTROL
 GY1283
 GY1283  NGVD 29 (??/??/92)  269.806  (m)          885.19   (f) ADJ UNCH    2 0
 GY1283
 GY1283.Superseded values are not recommended for survey control.
 GY1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1283.See file dsdata.txt to determine how the superseded data were derived.
 GY1283
 GY1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB302487(NAD 83)
 GY1283_MARKER: DD = SURVEY DISK
 GY1283_SETTING: 66 = SET IN ROCK OUTCROP
 GY1283_SP_SET: ROCK CLIFF
 GY1283_STAMPING: 885.189
 GY1283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1283+STABILITY: POSITION/ELEVATION WELL
 GY1283
 GY1283  HISTORY     - Date     Condition        Report By
 GY1283  HISTORY     - UNK      MONUMENTED       USGS
 GY1283  HISTORY     - 1956     POOR             NGS
 GY1283
 GY1283                          STATION DESCRIPTION
 GY1283
 GY1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1283'0.9 MI SW FROM HANDSHOE.
 GY1283'0.9 MILE SOUTHWEST ALONG A ROUGH ROAD FROM THE POST OFFICE AT
 GY1283'HANDSHOE, 0.45 MILE SOUTHWEST OF SNAG FORK SCHOOL AND MOUTH OF
 GY1283'SNAG FORK, ABOUT 100 YARDS NORTH OF THE CONFLUENCE OF SALTLICK
 GY1283'CREEK AND BARK CAMP FORK, 53 FEET NORTHWEST OF CENTER OF CREEK
 GY1283'BED OF BARK CAMP FORK, 27 FEET NORTHWEST OF NORTHWEST CORNER OF
 GY1283'HOUSE, 30.5 FEET NORTH OF CENTER OF A SQUARE STONE CURB OF A
 GY1283'WELL, 2.5 FEET NORTH OF A VINE COVERTED YARD FENCE, SET
 GY1283'VERTICALLY IN A 1.5 FOOT HIGH CLIFF COVERED WITH DIRT AND
 GY1283'LEAVES AND ABOUT 15 FEET ABOVE LEVEL OF CREEK BED, 14 INCHES
 GY1283'BELOW GROUND, MUTILATED SO BAD THAT ONLY PART OF THE CAST IN
 GY1283'LETTER ARE LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0842 ***********************************************************************
 GY0842  DESIGNATION -  887
 GY0842  PID         -  GY0842
 GY0842  STATE/COUNTY-  KY/PIKE
 GY0842  USGS QUAD   -  DORTON (1992)
 GY0842
 GY0842                         *CURRENT SURVEY CONTROL
 GY0842  ___________________________________________________________________
 GY0842* NAD 83(1986)-  37 20 07.     (N)    082 35 00.     (W)     SCALED    
 GY0842* NAVD 88     -       254.797  (meters)     835.95   (feet)  ADJUSTED  
 GY0842  ___________________________________________________________________
 GY0842  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GY0842  DYNAMIC HT  -         254.595 (meters)     835.28  (feet)  COMP
 GY0842  MODELED GRAV-     979,831.0   (mgal)                       NAVD 88
 GY0842
 GY0842  VERT ORDER  -  SECOND    CLASS 0
 GY0842
 GY0842.The horizontal coordinates were scaled from a topographic map and have
 GY0842.an estimated accuracy of +/- 6 seconds.
 GY0842
 GY0842.The orthometric height was determined by differential leveling
 GY0842.and adjusted by the National Geodetic Survey in June 1991..
 GY0842
 GY0842.The geoid height was determined by GEOID03.
 GY0842
 GY0842.The dynamic height is computed by dividing the NAVD 88
 GY0842.geopotential number by the normal gravity value computed on the
 GY0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0842.degrees latitude (g = 980.6199 gals.).
 GY0842
 GY0842.The modeled gravity was interpolated from observed gravity values.
 GY0842
 GY0842;                    North         East    Units  Estimated Accuracy
 GY0842;SPC KY1Z     - 1,115,960.    1,780,560.      MT  (+/- 180 meters Scaled)
 GY0842
 GY0842                          SUPERSEDED SURVEY CONTROL
 GY0842
 GY0842  NGVD 29 (??/??/92)  254.984  (m)          836.56   (f) ADJ UNCH    2 0
 GY0842
 GY0842.Superseded values are not recommended for survey control.
 GY0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0842.See file dsdata.txt to determine how the superseded data were derived.
 GY0842
 GY0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB597332(NAD 83)
 GY0842_MARKER: DD = SURVEY DISK
 GY0842_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0842_SP_SET: BRIDGE
 GY0842_STAMPING: KENTUCKY 836.560
 GY0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0842
 GY0842  HISTORY     - Date     Condition        Report By
 GY0842  HISTORY     - UNK      MONUMENTED       CGS
 GY0842  HISTORY     - 1956     GOOD             NGS
 GY0842
 GY0842                          STATION DESCRIPTION
 GY0842
 GY0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0842'AT VIRGIE.
 GY0842'AT VIRGIE, ALONG THE CHESAPEAKE AND OHIO RAILROAD, NEAR THE NORTH
 GY0842'END OF A RAILROAD TUNNEL, IN THE TOP OF THE WEST END OF THE
 GY0842'NORTH BRIDGE SEAT OF RAILROAD BRIDGE NO. 108, 4 FEET WEST OF THE
 GY0842'WEST RAIL, ABOUT 6 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1519 ***********************************************************************
 HZ1519  DESIGNATION -  889 BOLT
 HZ1519  PID         -  HZ1519
 HZ1519  STATE/COUNTY-  KY/JEFFERSON
 HZ1519  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1519
 HZ1519                         *CURRENT SURVEY CONTROL
 HZ1519  ___________________________________________________________________
 HZ1519* NAD 83(1986)-  38 21 45.     (N)    085 37 47.     (W)     SCALED    
 HZ1519* NAVD 88     -       133.068  (meters)     436.57   (feet)  ADJUSTED  
 HZ1519  ___________________________________________________________________
 HZ1519  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HZ1519  DYNAMIC HT  -         132.979 (meters)     436.28  (feet)  COMP
 HZ1519  MODELED GRAV-     979,959.5   (mgal)                       NAVD 88
 HZ1519
 HZ1519  VERT ORDER  -  FIRST     CLASS II
 HZ1519
 HZ1519.The horizontal coordinates were scaled from a topographic map and have
 HZ1519.an estimated accuracy of +/- 6 seconds.
 HZ1519
 HZ1519.The orthometric height was determined by differential leveling
 HZ1519.and adjusted by the National Geodetic Survey in June 1991..
 HZ1519
 HZ1519.The geoid height was determined by GEOID03.
 HZ1519
 HZ1519.The dynamic height is computed by dividing the NAVD 88
 HZ1519.geopotential number by the normal gravity value computed on the
 HZ1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1519.degrees latitude (g = 980.6199 gals.).
 HZ1519
 HZ1519.The modeled gravity was interpolated from observed gravity values.
 HZ1519
 HZ1519;                    North         East    Units  Estimated Accuracy
 HZ1519;SPC KY1Z     - 1,225,210.    1,510,510.      MT  (+/- 180 meters Scaled)
 HZ1519
 HZ1519                          SUPERSEDED SURVEY CONTROL
 HZ1519
 HZ1519  NGVD 29 (??/??/92)  133.224  (m)          437.09   (f) ADJ UNCH    1 2
 HZ1519
 HZ1519.Superseded values are not recommended for survey control.
 HZ1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1519.See file dsdata.txt to determine how the superseded data were derived.
 HZ1519
 HZ1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH197469(NAD 83)
 HZ1519_MARKER: B = BOLT
 HZ1519_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ1519_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1519
 HZ1519  HISTORY     - Date     Condition        Report By
 HZ1519  HISTORY     - UNK      MONUMENTED       DOD
 HZ1519  HISTORY     - 1954     GOOD             NGS
 HZ1519  HISTORY     - 1961     GOOD             NGS
 HZ1519
 HZ1519                          STATION DESCRIPTION
 HZ1519
 HZ1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1519'1.4 MI NW FROM PROSPECT.
 HZ1519'ABOUT 0.5 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HZ1519'OFFICE AND JUNCTION OF U.S. HIGHWAY 42, THENCE ABOUT 0.9 MILE
 HZ1519'WEST ALONG A PRIVATE ROAD, ON PROPERTY OF J.C. STONE, ABOUT 0.35
 HZ1519'MILE SOUTHWEST OF STONE RESIDENCE, ON LEFT BANK OF OHIO RIVER,
 HZ1519'ABOUT 0.2 MILE BELOW FOOT OF 12-MILE ISLAND, ABOUT 130 YARDS
 HZ1519'SOUTH OF A PRIVATE FERRY LANDING ON RIVER, 156 FEET SOUTHEAST
 HZ1519'ALONG A FENCE LINE FROM THE TOP OF RIVER BANK, 36.9 FEET NORTHWEST
 HZ1519'OF A SPIKE IN TRIANGULAR BLAZE ON NORTHWEST FACE OF A 24-INCH
 HZ1519'BLACK LOCUST TREE IN FENCE LINE, 16.9 FEET EAST-SOUTHEAST OF A
 HZ1519'SPIKE IN TRIANGULAR BLAZE ON SOUTHEAST FACE OF A 24-INCH LOCUST
 HZ1519'TREE, 4.9 FEET NORTH OF A SPIKE IN TRIANGULAR BLAZE ON AN
 HZ1519'18-INCH LOCUST TREE IN FENCE LINE, 5 FEET NORTHEAST OF FENCE
 HZ1519'LINE, AND IS A PIPE ON TOP OF BOLT AND THE PIPE IS ABOUT 2 INCHES
 HZ1519'UNDERGROUND.
 HZ1519
 HZ1519                          STATION RECOVERY (1961)
 HZ1519
 HZ1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HZ1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1518 ***********************************************************************
 HZ1518  DESIGNATION -  889 CAP
 HZ1518  PID         -  HZ1518
 HZ1518  STATE/COUNTY-  KY/JEFFERSON
 HZ1518  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1518
 HZ1518                         *CURRENT SURVEY CONTROL
 HZ1518  ___________________________________________________________________
 HZ1518* NAD 83(1986)-  38 21 45.     (N)    085 37 47.     (W)     SCALED    
 HZ1518* NAVD 88     -       133.986  (meters)     439.59   (feet)  ADJUSTED  
 HZ1518  ___________________________________________________________________
 HZ1518  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HZ1518  DYNAMIC HT  -         133.897 (meters)     439.29  (feet)  COMP
 HZ1518  MODELED GRAV-     979,959.5   (mgal)                       NAVD 88
 HZ1518
 HZ1518  VERT ORDER  -  FIRST     CLASS II
 HZ1518
 HZ1518.The horizontal coordinates were scaled from a topographic map and have
 HZ1518.an estimated accuracy of +/- 6 seconds.
 HZ1518
 HZ1518.The orthometric height was determined by differential leveling
 HZ1518.and adjusted by the National Geodetic Survey in June 1991..
 HZ1518
 HZ1518.The geoid height was determined by GEOID03.
 HZ1518
 HZ1518.The dynamic height is computed by dividing the NAVD 88
 HZ1518.geopotential number by the normal gravity value computed on the
 HZ1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1518.degrees latitude (g = 980.6199 gals.).
 HZ1518
 HZ1518.The modeled gravity was interpolated from observed gravity values.
 HZ1518
 HZ1518;                    North         East    Units  Estimated Accuracy
 HZ1518;SPC KY1Z     - 1,225,210.    1,510,510.      MT  (+/- 180 meters Scaled)
 HZ1518
 HZ1518                          SUPERSEDED SURVEY CONTROL
 HZ1518
 HZ1518  NGVD 29 (??/??/92)  134.143  (m)          440.10   (f) ADJ UNCH    1 2
 HZ1518
 HZ1518.Superseded values are not recommended for survey control.
 HZ1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1518.See file dsdata.txt to determine how the superseded data were derived.
 HZ1518
 HZ1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH197469(NAD 83)
 HZ1518_MARKER: P = PIPE CAP
 HZ1518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ1518_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1518
 HZ1518  HISTORY     - Date     Condition        Report By
 HZ1518  HISTORY     - UNK      MONUMENTED       DOD
 HZ1518  HISTORY     - 1954     GOOD             NGS
 HZ1518  HISTORY     - 1961     GOOD             NGS
 HZ1518
 HZ1518                          STATION DESCRIPTION
 HZ1518
 HZ1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1518'1.4 MI NW FROM PROSPECT.
 HZ1518'ABOUT 0.5 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HZ1518'OFFICE AND JUNCTION OF U.S. HIGHWAY 42, THENCE ABOUT 0.9 MILE
 HZ1518'WEST ALONG A PRIVATE ROAD, ON PROPERTY OF J.C. STONE, ABOUT 0.35
 HZ1518'MILE SOUTHWEST OF STONE RESIDENCE, ON LEFT BANK OF OHIO RIVER,
 HZ1518'ABOUT 0.2 MILE BELOW FOOT OF 12-MILE ISLAND, ABOUT 130 YARDS
 HZ1518'SOUTH OF A PRIVATE FERRY LANDING ON RIVER, 156 FEET SOUTHEASET
 HZ1518'ALONG A FENCE LINE FROM THE TOP OF RIVER BANK, 36.9 FEET NORTHWEST
 HZ1518'OF A SPIKE IN TRIANGULAR BLAZE ON NORTHWEST FACE OF A 24-INCH
 HZ1518'BLACK LOCUST TREE IN FENCE LINE, 16.9 FEET EAST-SOUTHEAST OF A
 HZ1518'SPIKE IN TRIANGULAR BLAZE ON SOUTHEAST FACE OF A 24-INCH LOCUST
 HZ1518'TREE, 4.9 FEET NORTH OF A SPIKE IN TRIANGULAR BLAZE ON AN
 HZ1518'18-INCH LOCUST TREE IN FENCE LINE, 5 FEET NORTHEAST OF FENCE
 HZ1518'LINE, AND IS A U.S.E. CAP ON PIPE AND THE PIPE IS ABOUT 2 INCHES
 HZ1518'UNDERGROUND.
 HZ1518
 HZ1518                          STATION RECOVERY (1961)
 HZ1518
 HZ1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HZ1518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1991 ***********************************************************************
 GY1991  DESIGNATION -  890
 GY1991  PID         -  GY1991
 GY1991  STATE/COUNTY-  KY/PERRY
 GY1991  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1991
 GY1991                         *CURRENT SURVEY CONTROL
 GY1991  ___________________________________________________________________
 GY1991* NAD 83(1986)-  37 12 28.     (N)    083 07 53.     (W)     SCALED    
 GY1991* NAVD 88     -       271.054  (meters)     889.28   (feet)  ADJUSTED  
 GY1991  ___________________________________________________________________
 GY1991  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY1991  DYNAMIC HT  -         270.836 (meters)     888.57  (feet)  COMP
 GY1991  MODELED GRAV-     979,819.1   (mgal)                       NAVD 88
 GY1991
 GY1991  VERT ORDER  -  FIRST     CLASS I
 GY1991
 GY1991.The horizontal coordinates were scaled from a topographic map and have
 GY1991.an estimated accuracy of +/- 6 seconds.
 GY1991
 GY1991.The orthometric height was determined by differential leveling
 GY1991.and adjusted by the National Geodetic Survey in June 1991..
 GY1991
 GY1991.The geoid height was determined by GEOID03.
 GY1991
 GY1991.The dynamic height is computed by dividing the NAVD 88
 GY1991.geopotential number by the normal gravity value computed on the
 GY1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1991.degrees latitude (g = 980.6199 gals.).
 GY1991
 GY1991.The modeled gravity was interpolated from observed gravity values.
 GY1991
 GY1991;                    North         East    Units  Estimated Accuracy
 GY1991;SPC KY1Z     - 1,100,310.    1,732,410.      MT  (+/- 180 meters Scaled)
 GY1991
 GY1991                          SUPERSEDED SURVEY CONTROL
 GY1991
 GY1991  NGVD 29 (??/??/92)  271.214  (m)          889.81   (f) ADJ UNCH    1 1
 GY1991
 GY1991.Superseded values are not recommended for survey control.
 GY1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1991.See file dsdata.txt to determine how the superseded data were derived.
 GY1991
 GY1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB108200(NAD 83)
 GY1991_MARKER: DD = SURVEY DISK
 GY1991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1991_SP_SET: BRIDGE
 GY1991_STAMPING: KENTUCKY 1913 889.808
 GY1991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1991+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1994
 GY1991
 GY1991  HISTORY     - Date     Condition        Report By
 GY1991  HISTORY     - 1913     MONUMENTED       USGS
 GY1991  HISTORY     - 1967     GOOD             NGS
 GY1991  HISTORY     - 19940610 GOOD             KYDT
 GY1991
 GY1991                          STATION DESCRIPTION
 GY1991
 GY1991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1991'6.3 MI SE FROM HAZARD.
 GY1991'ABOUT 6.3 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1991'RAILROAD FROM THE STATION AT HAZARD, 11 FEET SOUTHEAST OF THE
 GY1991'SOUTHEAST RAIL OF THE TRACK, A U.S. GEOLOGICAL SURVEY DISK SET
 GY1991'IN THE TOP OF THE NORTHEAST CORNER OF A STONE BLOCK IN THE
 GY1991'SOUTH END OF THE NORTHEAST STONE PIER OF RAILROAD BRIDGE NUMBER
 GY1991'102 OVER THE NORTH FORK KENTUCKY RIVER, 3.9 FEET NORTH OF THE
 GY1991'NORTH METAL BASE PLATE FOR THE NORTHEAST END OF THE SOUTHEAST
 GY1991'STEEL GIRDER OF THE BRIDGE, 0.05 MILE NORTH OF BENCH MARK D 381,
 GY1991'AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.
 GY1991
 GY1991                          STATION RECOVERY (1994)
 GY1991
 GY1991'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1754 ***********************************************************************
 GY1754  DESIGNATION -  893
 GY1754  PID         -  GY1754
 GY1754  STATE/COUNTY-  KY/BREATHITT
 GY1754  USGS QUAD   -  JACKSON (1978)
 GY1754
 GY1754                         *CURRENT SURVEY CONTROL
 GY1754  ___________________________________________________________________
 GY1754* NAD 83(1986)-  37 32 46.     (N)    083 27 46.     (W)     SCALED    
 GY1754* NAVD 88     -       271.915  (meters)     892.11   (feet)  ADJUSTED  
 GY1754  ___________________________________________________________________
 GY1754  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GY1754  DYNAMIC HT  -         271.706 (meters)     891.42  (feet)  COMP
 GY1754  MODELED GRAV-     979,854.3   (mgal)                       NAVD 88
 GY1754
 GY1754  VERT ORDER  -  FIRST     CLASS II
 GY1754
 GY1754.The horizontal coordinates were scaled from a topographic map and have
 GY1754.an estimated accuracy of +/- 6 seconds.
 GY1754
 GY1754.The orthometric height was determined by differential leveling
 GY1754.and adjusted by the National Geodetic Survey in June 1991..
 GY1754
 GY1754.The geoid height was determined by GEOID03.
 GY1754
 GY1754.The dynamic height is computed by dividing the NAVD 88
 GY1754.geopotential number by the normal gravity value computed on the
 GY1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1754.degrees latitude (g = 980.6199 gals.).
 GY1754
 GY1754.The modeled gravity was interpolated from observed gravity values.
 GY1754
 GY1754;                    North         East    Units  Estimated Accuracy
 GY1754;SPC KY1Z     - 1,137,070.    1,702,090.      MT  (+/- 180 meters Scaled)
 GY1754
 GY1754                          SUPERSEDED SURVEY CONTROL
 GY1754
 GY1754  NGVD 29 (??/??/92)  272.068  (m)          892.61   (f) ADJ UNCH    1 2
 GY1754
 GY1754.Superseded values are not recommended for survey control.
 GY1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1754.See file dsdata.txt to determine how the superseded data were derived.
 GY1754
 GY1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB824583(NAD 83)
 GY1754_MARKER: DD = SURVEY DISK
 GY1754_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1754_SP_SET: BRIDGE
 GY1754_STAMPING: 893 RHP 1949
 GY1754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1754
 GY1754  HISTORY     - Date     Condition        Report By
 GY1754  HISTORY     - 1949     MONUMENTED       USGS
 GY1754  HISTORY     - 1950     GOOD             NGS
 GY1754
 GY1754                          STATION DESCRIPTION
 GY1754
 GY1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY1754'3 MI E FROM OAKDALE.
 GY1754'ABOUT 3.0 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY1754'FROM THE POST OFFICE AT OAKDALE, ABOUT 0.1 MILE SOUTHWEST OF MILE
 GY1754'POST 192, ABOUT 0.4 MILE NORTHEAST OF THE EAST END OF CHENOWEE
 GY1754'TUNNEL, SET IN THE TOP OF THE EAST END OF THE LOWER PART OF THE
 GY1754'SOUTH CONCRETE ABUTMENT OF A BRIDGE OVER A SMALL CREEK, 18 FEET
 GY1754'EAST OF THE EAST RAIL OF THE MAIN TRACK, 5 FEET EAST OF THE EAST
 GY1754'RAIL OF A SIDE TRACK, 1.2 FEET SOUTH OF THE NORTH FACE OF ABUTMENT
 GY1754'AND ABOUT 7 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2347 ***********************************************************************
 GY2347  DESIGNATION -  894
 GY2347  PID         -  GY2347
 GY2347  STATE/COUNTY-  KY/LESLIE
 GY2347  USGS QUAD   -  HYDEN EAST (1980)
 GY2347
 GY2347                         *CURRENT SURVEY CONTROL
 GY2347  ___________________________________________________________________
 GY2347* NAD 83(1986)-  37 08 45.     (N)    083 17 44.     (W)     SCALED    
 GY2347* NAVD 88     -       272.364  (meters)     893.58   (feet)  ADJUSTED  
 GY2347  ___________________________________________________________________
 GY2347  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GY2347  DYNAMIC HT  -         272.145 (meters)     892.86  (feet)  COMP
 GY2347  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 GY2347
 GY2347  VERT ORDER  -  SECOND    CLASS 0
 GY2347
 GY2347.The horizontal coordinates were scaled from a topographic map and have
 GY2347.an estimated accuracy of +/- 6 seconds.
 GY2347
 GY2347.The orthometric height was determined by differential leveling
 GY2347.and adjusted by the National Geodetic Survey in June 1991..
 GY2347
 GY2347.The geoid height was determined by GEOID03.
 GY2347
 GY2347.The dynamic height is computed by dividing the NAVD 88
 GY2347.geopotential number by the normal gravity value computed on the
 GY2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2347.degrees latitude (g = 980.6199 gals.).
 GY2347
 GY2347.The modeled gravity was interpolated from observed gravity values.
 GY2347
 GY2347;                    North         East    Units  Estimated Accuracy
 GY2347;SPC KY1Z     - 1,093,040.    1,718,030.      MT  (+/- 180 meters Scaled)
 GY2347
 GY2347                          SUPERSEDED SURVEY CONTROL
 GY2347
 GY2347  NGVD 29 (??/??/92)  272.526  (m)          894.11   (f) ADJ UNCH    2 0
 GY2347
 GY2347.Superseded values are not recommended for survey control.
 GY2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2347.See file dsdata.txt to determine how the superseded data were derived.
 GY2347
 GY2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB961135(NAD 83)
 GY2347_MARKER: DD = SURVEY DISK
 GY2347_SETTING: 66 = SET IN ROCK OUTCROP
 GY2347_SP_SET: ROCK CLIFF
 GY2347_STAMPING: 894 KY 894.112
 GY2347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2347+STABILITY: POSITION/ELEVATION WELL
 GY2347
 GY2347  HISTORY     - Date     Condition        Report By
 GY2347  HISTORY     - UNK      MONUMENTED       USGS
 GY2347  HISTORY     - 1952     GOOD             NGS
 GY2347  HISTORY     - 1956     POOR             NGS
 GY2347
 GY2347                          STATION DESCRIPTION
 GY2347
 GY2347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY2347'1.9 MI SE FROM WOODTON.
 GY2347'ABOUT 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 699 FROM THE
 GY2347'JUNCTION OF STATE HIGHWAY 80 AT WOOTON, ABOUT 1.2 MILES NORTHWEST
 GY2347'OF THE POST OFFICE AND ROAD JUNCTION AT SMILAX, ABOUT 100 YARDS
 GY2347'SOUTHWEST OF HIGHWAY BRIDGE OVER CUTSHIN CREEK, ABOUT 50 YARDS
 GY2347'WEST OF THE CONFLUENCE OF CUTSHIN AND RACCOON CREEKS, IN THE TOP
 GY2347'OF A SMALL TRIANGULAR SHAPED LAYER OF ROCK WHICH EXTENDS SOUTH
 GY2347'OUT OF THE BOTTOM OF A ROCK CLIFF WHICH FORMS THE NORTH BANK OF
 GY2347'CUTSHIN CREEK, 1 FOOT ABOVE GROUND AND ABOUT 6 FEET ABOVE BOTTOM
 GY2347'OF CREEK BED.
 GY2347
 GY2347                          STATION RECOVERY (1956)
 GY2347
 GY2347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2347'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1509 ***********************************************************************
 HZ1509  DESIGNATION -  895 BOLT
 HZ1509  PID         -  HZ1509
 HZ1509  STATE/COUNTY-  KY/JEFFERSON
 HZ1509  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1509
 HZ1509                         *CURRENT SURVEY CONTROL
 HZ1509  ___________________________________________________________________
 HZ1509* NAD 83(1986)-  38 18 55.     (N)    085 38 47.     (W)     SCALED    
 HZ1509* NAVD 88     -       132.677  (meters)     435.29   (feet)  ADJUSTED  
 HZ1509  ___________________________________________________________________
 HZ1509  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ1509  DYNAMIC HT  -         132.588 (meters)     435.00  (feet)  COMP
 HZ1509  MODELED GRAV-     979,956.1   (mgal)                       NAVD 88
 HZ1509
 HZ1509  VERT ORDER  -  FIRST     CLASS II
 HZ1509
 HZ1509.The horizontal coordinates were scaled from a topographic map and have
 HZ1509.an estimated accuracy of +/- 6 seconds.
 HZ1509
 HZ1509.The orthometric height was determined by differential leveling
 HZ1509.and adjusted by the National Geodetic Survey in June 1991..
 HZ1509
 HZ1509.The geoid height was determined by GEOID03.
 HZ1509
 HZ1509.The dynamic height is computed by dividing the NAVD 88
 HZ1509.geopotential number by the normal gravity value computed on the
 HZ1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1509.degrees latitude (g = 980.6199 gals.).
 HZ1509
 HZ1509.The modeled gravity was interpolated from observed gravity values.
 HZ1509
 HZ1509;                    North         East    Units  Estimated Accuracy
 HZ1509;SPC KY1Z     - 1,219,970.    1,509,060.      MT  (+/- 180 meters Scaled)
 HZ1509
 HZ1509                          SUPERSEDED SURVEY CONTROL
 HZ1509
 HZ1509  NGVD 29 (??/??/92)  132.831  (m)          435.80   (f) ADJ UNCH    1 2
 HZ1509
 HZ1509.Superseded values are not recommended for survey control.
 HZ1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1509.See file dsdata.txt to determine how the superseded data were derived.
 HZ1509
 HZ1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH183416(NAD 83)
 HZ1509_MARKER: B = BOLT
 HZ1509_SETTING: 0 = UNSPECIFIED SETTING
 HZ1509_STAMPING: 895
 HZ1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1509
 HZ1509  HISTORY     - Date     Condition        Report By
 HZ1509  HISTORY     - UNK      MONUMENTED       DOD
 HZ1509  HISTORY     - 1954     GOOD             NGS
 HZ1509
 HZ1509                          STATION DESCRIPTION
 HZ1509
 HZ1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1509'1.8 MI SW FROM HARRODS CREEK.
 HZ1509'ABOUT 1.75 MILES SOUTHWEST ALONG RIVER ROAD FROM THE MASONIC
 HZ1509'BUILDING AT HARRODS CREEK, ABOUT 0.1 MILE SOUTHWEST OF BRIDGE
 HZ1509'OVER GOOSE CREEK, AT THE JUNCTION OF LIME LILN LANE LEADING
 HZ1509'SOUTHEAST, LOCATED IN A HAYFIELD, 274 FEET SOUTHEAST OF CENTER
 HZ1509'LINE OF RIVER ROAD, 225 FEET SOUTHEAST OF THE SECOND TELEPHONE
 HZ1509'CABLE POLE NORTHEAST OF ROAD JUNCTION, 239 FEET NORTHEAST OF
 HZ1509'CENTER LINE OF LIME KILN LANE, 230 FEET NORTH-NORTHEAST OF
 HZ1509'TELEPHONE POLE NO. 3 (THE THIRD TELEPHONE POLE SOUTHEAST OF
 HZ1509'JUNCTION), 263 1/2 FEET EAST OF BM TT 66 DWP (USGS), ABOUT 7
 HZ1509'YARDS NORTH OF CENTER OF A SMALL SWAMPY AREA IN HAY FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1508 ***********************************************************************
 HZ1508  DESIGNATION -  895 CAP
 HZ1508  PID         -  HZ1508
 HZ1508  STATE/COUNTY-  KY/JEFFERSON
 HZ1508  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1508
 HZ1508                         *CURRENT SURVEY CONTROL
 HZ1508  ___________________________________________________________________
 HZ1508* NAD 83(1986)-  38 18 55.     (N)    085 38 47.     (W)     SCALED    
 HZ1508* NAVD 88     -       133.595  (meters)     438.30   (feet)  ADJUSTED  
 HZ1508  ___________________________________________________________________
 HZ1508  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ1508  DYNAMIC HT  -         133.506 (meters)     438.01  (feet)  COMP
 HZ1508  MODELED GRAV-     979,956.1   (mgal)                       NAVD 88
 HZ1508
 HZ1508  VERT ORDER  -  FIRST     CLASS II
 HZ1508
 HZ1508.The horizontal coordinates were scaled from a topographic map and have
 HZ1508.an estimated accuracy of +/- 6 seconds.
 HZ1508
 HZ1508.The orthometric height was determined by differential leveling
 HZ1508.and adjusted by the National Geodetic Survey in June 1991..
 HZ1508
 HZ1508.The geoid height was determined by GEOID03.
 HZ1508
 HZ1508.The dynamic height is computed by dividing the NAVD 88
 HZ1508.geopotential number by the normal gravity value computed on the
 HZ1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1508.degrees latitude (g = 980.6199 gals.).
 HZ1508
 HZ1508.The modeled gravity was interpolated from observed gravity values.
 HZ1508
 HZ1508;                    North         East    Units  Estimated Accuracy
 HZ1508;SPC KY1Z     - 1,219,970.    1,509,060.      MT  (+/- 180 meters Scaled)
 HZ1508
 HZ1508                          SUPERSEDED SURVEY CONTROL
 HZ1508
 HZ1508  NGVD 29 (??/??/92)  133.745  (m)          438.80   (f) ADJ UNCH    1 2
 HZ1508
 HZ1508.Superseded values are not recommended for survey control.
 HZ1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1508.See file dsdata.txt to determine how the superseded data were derived.
 HZ1508
 HZ1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH183416(NAD 83)
 HZ1508_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HZ1508_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ1508_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ1508_STAMPING: 895
 HZ1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1508
 HZ1508  HISTORY     - Date     Condition        Report By
 HZ1508  HISTORY     - UNK      MONUMENTED       DOD
 HZ1508  HISTORY     - 1954     GOOD             NGS
 HZ1508
 HZ1508                          STATION DESCRIPTION
 HZ1508
 HZ1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1508'1.8 MI SW FROM HARRODS CREEK.
 HZ1508'ABOUT 1.75 MILES SOUTHWEST ALONG RIVER ROAD FROM THE MASONIC
 HZ1508'BUILDING AT HARRODS CREEK, ABOUT 0.1 MILE SOUTHWEST OF BRIDGE
 HZ1508'OVER GOOSE CREEK, AT THE JUNCTION OF LIME LILN LANE LEADING
 HZ1508'SOUTHEAST, LOCATED IN A HAYFIELD, 274 FEET SOUTHEAST OF CENTER
 HZ1508'LINE OF RIVER ROAD, 225 FEET SOUTHEAST OF THE SECOND TELEPHONE
 HZ1508'CABLE POLE NORTHEAST OF ROAD JUNCTION, 239 FEET NORTHEAST OF
 HZ1508'CENTER LINE OF LIME KILN LANE, 230 FEET NORTH-NORTHEAST OF
 HZ1508'TELEPHONE POLE NO. 3 (THE THIRD TELEPHONE POLE SOUTHEAST OF
 HZ1508'JUNCTION), 263 1/2 FEET EAST OF BM TT 66 DWP (USGS), ABOUT 7
 HZ1508'YARDS NORTH OF CENTER OF A SMALL SWAMPY AREA IN HAY FIELD, AND IS
 HZ1508'A U.S.E. CAP ON A 2-INCH IRON PIPE, ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1101 ***********************************************************************
 HZ1101  DESIGNATION -  896.59
 HZ1101  PID         -  HZ1101
 HZ1101  STATE/COUNTY-  KY/HENRY
 HZ1101  USGS QUAD   -  NORTH PLEASUREVILLE (1984)
 HZ1101
 HZ1101                         *CURRENT SURVEY CONTROL
 HZ1101  ___________________________________________________________________
 HZ1101* NAD 83(1986)-  38 20 45.     (N)    085 06 55.     (W)     SCALED    
 HZ1101* NAVD 88     -       273.072  (meters)     895.90   (feet)  ADJUSTED  
 HZ1101  ___________________________________________________________________
 HZ1101  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ1101  DYNAMIC HT  -         272.885 (meters)     895.29  (feet)  COMP
 HZ1101  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 HZ1101
 HZ1101  VERT ORDER  -  SECOND    CLASS 0
 HZ1101
 HZ1101.The horizontal coordinates were scaled from a topographic map and have
 HZ1101.an estimated accuracy of +/- 6 seconds.
 HZ1101
 HZ1101.The orthometric height was determined by differential leveling
 HZ1101.and adjusted by the National Geodetic Survey in June 1991..
 HZ1101
 HZ1101.The geoid height was determined by GEOID03.
 HZ1101
 HZ1101.The dynamic height is computed by dividing the NAVD 88
 HZ1101.geopotential number by the normal gravity value computed on the
 HZ1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1101.degrees latitude (g = 980.6199 gals.).
 HZ1101
 HZ1101.The modeled gravity was interpolated from observed gravity values.
 HZ1101
 HZ1101;                    North         East    Units  Estimated Accuracy
 HZ1101;SPC KY1Z     - 1,223,540.    1,555,480.      MT  (+/- 180 meters Scaled)
 HZ1101
 HZ1101                          SUPERSEDED SURVEY CONTROL
 HZ1101
 HZ1101  NGVD 29 (??/??/92)  273.227  (m)          896.41   (f) ADJ UNCH    2 0
 HZ1101
 HZ1101.Superseded values are not recommended for survey control.
 HZ1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1101.See file dsdata.txt to determine how the superseded data were derived.
 HZ1101
 HZ1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH647458(NAD 83)
 HZ1101_MARKER: Q = CHISELED SQUARE
 HZ1101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1101_SP_SET: PLATFORM
 HZ1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1101
 HZ1101  HISTORY     - Date     Condition        Report By
 HZ1101  HISTORY     - UNK      MONUMENTED       USGS
 HZ1101  HISTORY     - 1935     GOOD             NGS
 HZ1101
 HZ1101                          STATION DESCRIPTION
 HZ1101
 HZ1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HZ1101'AT PLEASUREVILLE.
 HZ1101'AT PLEASUREVILLE, HENRY COUNTY, SOUTHEAST OF THE LOUISIVLLE
 HZ1101'AND NASHVILLE RAILROAD STATION, NORTHEAST OF THE TRACK, AND ON
 HZ1101'THE TOP OF THE EXTREME NORTH CORNER OF THE CONCRETE PLATFORM OF A
 HZ1101'PUMP.  A 1-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0675 ***********************************************************************
 GY0675  DESIGNATION -  897
 GY0675  PID         -  GY0675
 GY0675  STATE/COUNTY-  KY/PIKE
 GY0675  USGS QUAD   -  LICK CREEK (1978)
 GY0675
 GY0675                         *CURRENT SURVEY CONTROL
 GY0675  ___________________________________________________________________
 GY0675* NAD 83(1986)-  37 29 53.     (N)    082 20 56.     (W)     SCALED    
 GY0675* NAVD 88     -       273.122  (meters)     896.07   (feet)  ADJUSTED  
 GY0675  ___________________________________________________________________
 GY0675  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GY0675  DYNAMIC HT  -         272.910 (meters)     895.37  (feet)  COMP
 GY0675  MODELED GRAV-     979,846.5   (mgal)                       NAVD 88
 GY0675
 GY0675  VERT ORDER  -  SECOND    CLASS 0
 GY0675
 GY0675.The horizontal coordinates were scaled from a topographic map and have
 GY0675.an estimated accuracy of +/- 6 seconds.
 GY0675
 GY0675.The orthometric height was determined by differential leveling
 GY0675.and adjusted by the National Geodetic Survey in June 1991..
 GY0675
 GY0675.The geoid height was determined by GEOID03.
 GY0675
 GY0675.The dynamic height is computed by dividing the NAVD 88
 GY0675.geopotential number by the normal gravity value computed on the
 GY0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0675.degrees latitude (g = 980.6199 gals.).
 GY0675
 GY0675.The modeled gravity was interpolated from observed gravity values.
 GY0675
 GY0675;                    North         East    Units  Estimated Accuracy
 GY0675;SPC KY1Z     - 1,134,740.    1,800,660.      MT  (+/- 180 meters Scaled)
 GY0675
 GY0675                          SUPERSEDED SURVEY CONTROL
 GY0675
 GY0675  NGVD 29 (??/??/92)  273.325  (m)          896.73   (f) ADJ UNCH    2 0
 GY0675
 GY0675.Superseded values are not recommended for survey control.
 GY0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0675.See file dsdata.txt to determine how the superseded data were derived.
 GY0675
 GY0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB807509(NAD 83)
 GY0675_MARKER: DD = SURVEY DISK
 GY0675_SETTING: 66 = SET IN ROCK OUTCROP
 GY0675_SP_SET: ROCK LEDGE
 GY0675_STAMPING: 897 KY
 GY0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0675+STABILITY: POSITION/ELEVATION WELL
 GY0675
 GY0675  HISTORY     - Date     Condition        Report By
 GY0675  HISTORY     - UNK      MONUMENTED       USGS
 GY0675  HISTORY     - 1952     GOOD             NGS
 GY0675  HISTORY     - 1956     MARK NOT FOUND   NGS
 GY0675
 GY0675                          STATION DESCRIPTION
 GY0675
 GY0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY0675'0.4 MI SE FROM KIMPER.
 GY0675'0.35 MILE SOUTHEAST ALONG A ROUGH ROAD FOLLOWING JOHNS CREEK
 GY0675'FROM HURRICANE SCHOOL AT KIMPER, ABOUT 265 FEET EAST AND UPSTREAM
 GY0675'ALONG JOHNS CREEK FROM THE CONFLUENCE OF ELKHORN CREEK, 70 FEET
 GY0675'NORTH OF NORTH BANK OF JOHNS CREEK, ABOUT 160 YARDS NORTHEAST OF
 GY0675'KIMPER POST OFFICE AND STORE, SET IN THE TOP OF ROCK LEDGE,
 GY0675'7 FEET SOUTH OF OVERHANGING LEDGE, NORTH AND ACROSS CREEK FROM
 GY0675'A 10-INCH POPLAR TREE WITH 3/8-INCH CABLE PARTLY EMBEDDED IN
 GY0675'TRUNK (TREE IS ABOUT 15 FEET NORTH OF CENTER LINE OF ROAD)
 GY0675'AND ABOUT 2 FEET ABOVE THE GROUND.
 GY0675
 GY0675                          STATION RECOVERY (1956)
 GY0675
 GY0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1995 ***********************************************************************
 GY1995  DESIGNATION -  897.0
 GY1995  PID         -  GY1995
 GY1995  STATE/COUNTY-  KY/PERRY
 GY1995  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1995
 GY1995                         *CURRENT SURVEY CONTROL
 GY1995  ___________________________________________________________________
 GY1995* NAD 83(1986)-  37 11 00.     (N)    083 08 54.     (W)     SCALED    
 GY1995* NAVD 88     -       273.257  (meters)     896.51   (feet)  ADJUSTED  
 GY1995  ___________________________________________________________________
 GY1995  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GY1995  DYNAMIC HT  -         273.036 (meters)     895.79  (feet)  COMP
 GY1995  MODELED GRAV-     979,816.4   (mgal)                       NAVD 88
 GY1995
 GY1995  VERT ORDER  -  FIRST     CLASS I
 GY1995
 GY1995.The horizontal coordinates were scaled from a topographic map and have
 GY1995.an estimated accuracy of +/- 6 seconds.
 GY1995
 GY1995.The orthometric height was determined by differential leveling
 GY1995.and adjusted by the National Geodetic Survey in June 1991..
 GY1995
 GY1995.The geoid height was determined by GEOID03.
 GY1995
 GY1995.The dynamic height is computed by dividing the NAVD 88
 GY1995.geopotential number by the normal gravity value computed on the
 GY1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1995.degrees latitude (g = 980.6199 gals.).
 GY1995
 GY1995.The modeled gravity was interpolated from observed gravity values.
 GY1995
 GY1995;                    North         East    Units  Estimated Accuracy
 GY1995;SPC KY1Z     - 1,097,560.    1,730,990.      MT  (+/- 180 meters Scaled)
 GY1995
 GY1995                          SUPERSEDED SURVEY CONTROL
 GY1995
 GY1995  NGVD 29 (??/??/92)  273.419  (m)          897.04   (f) ADJ UNCH    1 1
 GY1995
 GY1995.Superseded values are not recommended for survey control.
 GY1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1995.See file dsdata.txt to determine how the superseded data were derived.
 GY1995
 GY1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB092173(NAD 83)
 GY1995_MARKER: Q = CHISELED SQUARE
 GY1995_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1995_SP_SET: STONE PIER
 GY1995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1995+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1994
 GY1995
 GY1995  HISTORY     - Date     Condition        Report By
 GY1995  HISTORY     - UNK      MONUMENTED       CGS
 GY1995  HISTORY     - 1967     GOOD             NGS
 GY1995  HISTORY     - 19940610 GOOD             KYDT
 GY1995
 GY1995                          STATION DESCRIPTION
 GY1995
 GY1995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1995'8.6 MI SE FROM HAZARD.
 GY1995'ABOUT 8.6 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1995'RAILROAD FROM THE STATION AT HAZARD, 5 1/2 RAILS SOUTHEAST
 GY1995'OF MILEPOST 251, 1 RAIL SOUTHEAST OF THE NORTHWEST END OF
 GY1995'RAILROAD BRIDGE NUMBER 104 OVER MACES CREEK, 10 1/2 FEET NORTHEAST
 GY1995'OF THE NORTHEAST RAIL OF THE TRACK, A CHISELED SQUARE SURROUNDED
 GY1995'BY THE LETTERS USBM WHICH ARE ALSO CHISELED IN THE TOP OF THE
 GY1995'NORTHEAST END OF THE NORTHWEST STONE PIER OF THE BRIDGE, 2.0
 GY1995'FEET NORTHEAST OF THE CONCRETE BASE FOR A METAL BASE PLATE FOR THE
 GY1995'NORTHWEST END OF THE NORTHEAST STEEL RAILING OF THE BRIDGE, AND ABOUT
 GY1995'10 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GY1995
 GY1995                          STATION RECOVERY (1994)
 GY1995
 GY1995'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0764 ***********************************************************************
 HZ0764  DESIGNATION -  9 EOM
 HZ0764  PID         -  HZ0764
 HZ0764  STATE/COUNTY-  KY/GALLATIN
 HZ0764  USGS QUAD   -  VERONA (1981)
 HZ0764
 HZ0764                         *CURRENT SURVEY CONTROL
 HZ0764  ___________________________________________________________________
 HZ0764* NAD 83(1986)-  38 47 46.     (N)    084 43 02.     (W)     SCALED    
 HZ0764* NAVD 88     -       181.950  (meters)     596.95   (feet)  ADJUSTED  
 HZ0764  ___________________________________________________________________
 HZ0764  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0764  DYNAMIC HT  -         181.833 (meters)     596.56  (feet)  COMP
 HZ0764  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 HZ0764
 HZ0764  VERT ORDER  -  SECOND    CLASS 0
 HZ0764
 HZ0764.The horizontal coordinates were scaled from a topographic map and have
 HZ0764.an estimated accuracy of +/- 6 seconds.
 HZ0764
 HZ0764.The orthometric height was determined by differential leveling
 HZ0764.and adjusted by the National Geodetic Survey in June 1991..
 HZ0764
 HZ0764.The geoid height was determined by GEOID03.
 HZ0764
 HZ0764.The dynamic height is computed by dividing the NAVD 88
 HZ0764.geopotential number by the normal gravity value computed on the
 HZ0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0764.degrees latitude (g = 980.6199 gals.).
 HZ0764
 HZ0764.The modeled gravity was interpolated from observed gravity values.
 HZ0764
 HZ0764;                    North         East    Units  Estimated Accuracy
 HZ0764;SPC KY1Z     - 1,273,840.    1,589,720.      MT  (+/- 180 meters Scaled)
 HZ0764
 HZ0764                          SUPERSEDED SURVEY CONTROL
 HZ0764
 HZ0764  NGVD 29 (??/??/92)  182.15   (m)          597.6    (f) COMPUTED    2 0
 HZ0764
 HZ0764.Superseded values are not recommended for survey control.
 HZ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0764.See file dsdata.txt to determine how the superseded data were derived.
 HZ0764
 HZ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH982966(NAD 83)
 HZ0764_MARKER: DD = SURVEY DISK
 HZ0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0764_STAMPING: 9 EOM 1949 (USGS)
 HZ0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0764+STABILITY: SURFACE MOTION
 HZ0764
 HZ0764  HISTORY     - Date     Condition        Report By
 HZ0764  HISTORY     - 1949     MONUMENTED       USGS
 HZ0764  HISTORY     - 1964     GOOD             PAS
 HZ0764  HISTORY     - 1986     GOOD             LOCSUR
 HZ0764
 HZ0764                          STATION DESCRIPTION
 HZ0764
 HZ0764'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0764'4 MI W FROM VERONA.
 HZ0764'ABOUT 3.35 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE JUNCTION
 HZ0764'OF STATE HIGHWAY 14 AT VERONA, THENCE 0.95 MILES NORTHWEST ALONG A
 HZ0764'GRAVEL ROAD TO A Y-FORK AND THE MARK IN THE CENTER OF THE FORK,
 HZ0764'84 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SINGLE STORY
 HZ0764'FRAME HOUSE, 59 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF STEEL
 HZ0764'BRIDGE OVER CREEK, 39 FEET NORTHEAST OF THE CENTER OF GRAVEL
 HZ0764'ROAD, 38 FEET NORTHWEST OF THE CENTER OF GRAVEL ROAD, 24 FEET
 HZ0764'NORTHWEST OF A TELEPHONE POLE NUMBERED GA4407, 1.8 FEET SOUTHWEST
 HZ0764'OF METAL WITNESS POST AND SIGN.  A USGS BENCH MARK DISK SET IN
 HZ0764'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT 4 FEET
 HZ0764'BELOW THE LEVEL OF THE ROAD FORKS.
 HZ0764
 HZ0764                          STATION RECOVERY (1986)
 HZ0764
 HZ0764'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (BD)
 HZ0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2436 ***********************************************************************
 GC2436  DESIGNATION -  9 JWM
 GC2436  PID         -  GC2436
 GC2436  STATE/COUNTY-  KY/TODD
 GC2436  USGS QUAD   -  ALLEGRE (1985)
 GC2436
 GC2436                         *CURRENT SURVEY CONTROL
 GC2436  ___________________________________________________________________
 GC2436* NAD 83(1993)-  36 52 59.21064(N)    087 11 17.57874(W)     ADJUSTED  
 GC2436* NAVD 88     -       226.01   (+/-2cm)     741.5    (feet)  VERTCON   
 GC2436  ___________________________________________________________________
 GC2436  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 GC2436  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GC2436
 GC2436  HORZ ORDER  -  SECOND
 GC2436  VERT ORDER  -  THIRD ? (See Below)
 GC2436
 GC2436.The horizontal coordinates were established by classical geodetic methods
 GC2436.and adjusted by the National Geodetic Survey in December 1995..
 GC2436
 GC2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2436.The vertical order pertains to the NGVD 29 superseded value.
 GC2436
 GC2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2436
 GC2436.The geoid height was determined by GEOID03.
 GC2436
 GC2436;                    North         East     Units Scale Factor Converg.
 GC2436;SPC KY1Z     - 1,062,006.581 1,371,784.433   MT  1.00005392   -0 52 58.8
 GC2436;SPC KY1Z     - 3,484,266.59  4,500,596.09   sFT  1.00005392   -0 52 58.8
 GC2436;SPC KY S     -   561,986.971   371,794.276   MT  0.99997619   -0 52 20.0
 GC2436;SPC KY S     - 1,843,785.59  1,219,795.05   sFT  0.99997619   -0 52 20.0
 GC2436;UTM  16      - 4,081,922.496   483,227.645   MT  0.99960347   -0 06 46.7
 GC2436
 GC2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2436!SPC KY1Z     -   0.99996919  x   1.00005392  =   1.00002311
 GC2436!SPC KY S     -   0.99996919  x   0.99997619  =   0.99994538
 GC2436!UTM  16      -   0.99996919  x   0.99960347  =   0.99957267
 GC2436
 GC2436                          SUPERSEDED SURVEY CONTROL
 GC2436
 GC2436  NAD 83(1986)-  36 52 59.22191(N)    087 11 17.58406(W) AD(       ) 2
 GC2436  NAD 27      -  36 52 59.07700(N)    087 11 17.58000(W) AD(       ) 2
 GC2436  NGVD 29 (07/19/86)  226.08   (m)          741.7    (f) LEVELING    3  
 GC2436
 GC2436.Superseded values are not recommended for survey control.
 GC2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2436.See file dsdata.txt to determine how the superseded data were derived.
 GC2436
 GC2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8322881922(NAD 83)
 GC2436_MARKER: DB = BENCH MARK DISK
 GC2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2436_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2436_STAMPING: 9 JWM 1949 742
 GC2436_MARK LOGO: USGS  
 GC2436_PROJECTION: PROJECTING 10 CENTIMETERS
 GC2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2436+STABILITY: SURFACE MOTION
 GC2436
 GC2436  HISTORY     - Date     Condition        Report By
 GC2436  HISTORY     - 1949     MONUMENTED       USGS
 GC2436  HISTORY     - 19811012 MARK NOT FOUND   NGS
 GC2436  HISTORY     - 20030321 MARK NOT FOUND   PENRIL
 GC2436
 GC2436                          STATION DESCRIPTION
 GC2436
 GC2436'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (LWS)
 GC2436'STATION IS LOCATED IN THE TRIANGLE FORMED BY THE JUNCTION OF STATE
 GC2436'HIGHWAY 106 AND A GRAVEL ROAD WEST WHICH IS ABOUT 4-1/2 MILES
 GC2436'NORTHWEST OF ELKTON AND ABOUT 4-1/2 MILES SOUTHEAST OF ALLEGRE.  IT
 GC2436'IS 52 FEET SOUTHWEST OF CENTER OF HIGHWAY 106, 35 FEET
 GC2436'SOUTHEAST OF A CONNECTING GRAVEL ROAD AND 22 FEET NORTH OF CENTER OF
 GC2436'A GRAVEL ROAD.  THE MARK IS A 6X6 INCH CONCRETE POST WHICH PROJECTS
 GC2436'ABOUT 4 INCHES AND THE DISK IS A USGS BM DISK STAMPED 9 JWM 1949 742.
 GC2436'
 GC2436'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LEBERTY.
 GC2436'THE DISTANCE WAS 20.528 METERS, 67.35 FEET.
 GC2436'
 GC2436'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURT HOUSE SQUARE IN
 GC2436'ELKTON, GO NORTH ON STATE HIGHWAY 181 FOR 4.1 MILES TO THE
 GC2436'JUNCTION OF STATE HIGHWAY 106.  TURN LEFT ON HIGHWAY 106 AND GO 2.2
 GC2436'MILES TO A ROAD FORK AND STATION AS DESCRIBED.
 GC2436
 GC2436                          STATION RECOVERY (1981)
 GC2436
 GC2436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GC2436'9 JWM USGS WAS NOT FOUND AND ASSUMED DESTROYED BY GRADING.
 GC2436
 GC2436                          STATION RECOVERY (2003)
 GC2436
 GC2436'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2003 (RL)
 GC2436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1225 ***********************************************************************
 GZ1225  DESIGNATION -  9 PRIME
 GZ1225  PID         -  GZ1225
 GZ1225  STATE/COUNTY-  KY/JESSAMINE
 GZ1225  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1225
 GZ1225                         *CURRENT SURVEY CONTROL
 GZ1225  ___________________________________________________________________
 GZ1225* NAD 83(1986)-  37 57 20.     (N)    084 32 51.     (W)     SCALED    
 GZ1225* NAVD 88     -       314.034  (meters)    1030.29   (feet)  ADJUSTED  
 GZ1225  ___________________________________________________________________
 GZ1225  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GZ1225  DYNAMIC HT  -         313.799 (meters)    1029.52  (feet)  COMP
 GZ1225  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 GZ1225
 GZ1225  VERT ORDER  -  FIRST     CLASS II
 GZ1225
 GZ1225.The horizontal coordinates were scaled from a topographic map and have
 GZ1225.an estimated accuracy of +/- 6 seconds.
 GZ1225
 GZ1225.The orthometric height was determined by differential leveling
 GZ1225.and adjusted by the National Geodetic Survey in June 1991..
 GZ1225
 GZ1225.The geoid height was determined by GEOID03.
 GZ1225
 GZ1225.The dynamic height is computed by dividing the NAVD 88
 GZ1225.geopotential number by the normal gravity value computed on the
 GZ1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1225.degrees latitude (g = 980.6199 gals.).
 GZ1225
 GZ1225.The modeled gravity was interpolated from observed gravity values.
 GZ1225
 GZ1225;                    North         East    Units  Estimated Accuracy
 GZ1225;SPC KY1Z     - 1,180,720.    1,605,670.      MT  (+/- 180 meters Scaled)
 GZ1225
 GZ1225                          SUPERSEDED SURVEY CONTROL
 GZ1225
 GZ1225  NGVD 29 (??/??/92)  314.182  (m)         1030.78   (f) ADJ UNCH    1 2
 GZ1225
 GZ1225.Superseded values are not recommended for survey control.
 GZ1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1225.See file dsdata.txt to determine how the superseded data were derived.
 GZ1225
 GZ1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH154037(NAD 83)
 GZ1225_MARKER: R = RIVET
 GZ1225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1225_SP_SET: CULVERT
 GZ1225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1225
 GZ1225  HISTORY     - Date     Condition        Report By
 GZ1225  HISTORY     - UNK      MONUMENTED       KYGS
 GZ1225  HISTORY     - 1950     GOOD             NGS
 GZ1225  HISTORY     - 1958     GOOD             NGS
 GZ1225  HISTORY     - 1981     GOOD             KYDT
 GZ1225  HISTORY     - 1985     MARK NOT FOUND   NGS
 GZ1225
 GZ1225                          STATION DESCRIPTION
 GZ1225
 GZ1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1225'5.2 MI N FROM NICHOLASVILLE.
 GZ1225'ABOUT 5.25 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ1225'AT NICHOLASVILLE, ABOUT 0.2 MILE SOUTHWEST OF THE FLAG STATION
 GZ1225'AT BRANNON, ABOUT 0.15 MILE NORTHEAST OF MILE POST 88, A MONEL
 GZ1225'METAL RIVET IN THE TOP OF THE NORTH CORNER OF THE NORTHEAST END
 GZ1225'OF THE NORTHWEST HEADWALL OF A CONCRETE BOX CULVERT UNDER TRACKS,
 GZ1225'30 FEET NORTH OF A SWITCH STAND TO A SIDE TRACK SOUTHWEST, 24
 GZ1225'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK AND
 GZ1225'ABOUT 3 FEET BELOW THE TRACK.
 GZ1225
 GZ1225                          STATION RECOVERY (1958)
 GZ1225
 GZ1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1225'RECOVERED IN GOOD CONDITION.
 GZ1225
 GZ1225                          STATION RECOVERY (1981)
 GZ1225
 GZ1225'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1225'RECOVERED IN GOOD CONDITION.
 GZ1225
 GZ1225                          STATION RECOVERY (1985)
 GZ1225
 GZ1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1225'NOT RECOVERED, UNABLE TO LOCATE THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0316 ***********************************************************************
 JA0316  DESIGNATION -  9 WA
 JA0316  PID         -  JA0316
 JA0316  STATE/COUNTY-  KY/MEADE
 JA0316  USGS QUAD   -  NEW AMSTERDAM (1978)
 JA0316
 JA0316                         *CURRENT SURVEY CONTROL
 JA0316  ___________________________________________________________________
 JA0316* NAD 83(1986)-  38 07 08.     (N)    086 19 22.     (W)     SCALED    
 JA0316* NAVD 88     -       235.833  (meters)     773.73   (feet)  ADJUSTED  
 JA0316  ___________________________________________________________________
 JA0316  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JA0316  DYNAMIC HT  -         235.663 (meters)     773.17  (feet)  COMP
 JA0316  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 JA0316
 JA0316  VERT ORDER  -  FIRST     CLASS II
 JA0316
 JA0316.The horizontal coordinates were scaled from a topographic map and have
 JA0316.an estimated accuracy of +/- 6 seconds.
 JA0316
 JA0316.The orthometric height was determined by differential leveling
 JA0316.and adjusted by the National Geodetic Survey in June 1991..
 JA0316
 JA0316.The geoid height was determined by GEOID03.
 JA0316
 JA0316.The dynamic height is computed by dividing the NAVD 88
 JA0316.geopotential number by the normal gravity value computed on the
 JA0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0316.degrees latitude (g = 980.6199 gals.).
 JA0316
 JA0316.The modeled gravity was interpolated from observed gravity values.
 JA0316
 JA0316;                    North         East    Units  Estimated Accuracy
 JA0316;SPC KY1Z     - 1,198,320.    1,449,780.      MT  (+/- 180 meters Scaled)
 JA0316
 JA0316                          SUPERSEDED SURVEY CONTROL
 JA0316
 JA0316  NGVD 29 (??/??/92)  235.936  (m)          774.07   (f) ADJ UNCH    1 2
 JA0316
 JA0316.Superseded values are not recommended for survey control.
 JA0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0316.See file dsdata.txt to determine how the superseded data were derived.
 JA0316
 JA0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH593192(NAD 83)
 JA0316_MARKER: DD = SURVEY DISK
 JA0316_SETTING: 66 = SET IN ROCK OUTCROP
 JA0316_SP_SET: ROCK LEDGE
 JA0316_STAMPING: KY 9 WA 1928 774
 JA0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0316+STABILITY: POSITION/ELEVATION WELL
 JA0316
 JA0316  HISTORY     - Date     Condition        Report By
 JA0316  HISTORY     - 1928     MONUMENTED       USGS
 JA0316  HISTORY     - 1953     GOOD             NGS
 JA0316
 JA0316                          STATION DESCRIPTION
 JA0316
 JA0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JA0316'4.8 MI NE FROM WOLF CREEK.
 JA0316'4.75 MILES NORTHEAST AND EAST ALONG A HIGHWAY FROM THE POST
 JA0316'OFFICE AT WOLF CREEK, 68 YARDS NORTH OF AN OLD GROWN UP TRAIL
 JA0316'FROM CENTER LINE OF HIGHWAY, 28 YARDS WEST OF BOTTOM OF GRADES,
 JA0316'THENCE ABOUT 68 YARDS NORTH ALONG TRAIL, IN THE TOP OF THE LOWER
 JA0316'LAYER OF A LAYERED ROCK LEDGE, AT THE TOP OF A GRADE IN TRAIL,
 JA0316'5 FEET EAST OF CENTER LINE OF TRAIL, 7 1/2 FEET NORTH OF A
 JA0316'3-INCH OUTLINED SQUARE IN THE TOP LAYER OF LEDGE, 8 INCHES EAST
 JA0316'OF WEST EDGE OF LEDGE AND ABOUT 1 FOOT ABOVE LEVEL OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0184 ***********************************************************************
 GZ0184  DESIGNATION -  9 WR
 GZ0184  PID         -  GZ0184
 GZ0184  STATE/COUNTY-  KY/GARRARD
 GZ0184  USGS QUAD   -  PAINT LICK (1952)
 GZ0184
 GZ0184                         *CURRENT SURVEY CONTROL
 GZ0184  ___________________________________________________________________
 GZ0184* NAD 83(1986)-  37 31 22.     (N)    084 23 27.     (W)     SCALED    
 GZ0184* NAVD 88     -       311.768  (meters)    1022.86   (feet)  ADJUSTED  
 GZ0184  ___________________________________________________________________
 GZ0184  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GZ0184  DYNAMIC HT  -         311.533 (meters)    1022.09  (feet)  COMP
 GZ0184  MODELED GRAV-     979,865.6   (mgal)                       NAVD 88
 GZ0184
 GZ0184  VERT ORDER  -  SECOND    CLASS 0
 GZ0184
 GZ0184.The horizontal coordinates were scaled from a topographic map and have
 GZ0184.an estimated accuracy of +/- 6 seconds.
 GZ0184
 GZ0184.The orthometric height was determined by differential leveling
 GZ0184.and adjusted by the National Geodetic Survey in June 1991..
 GZ0184
 GZ0184.The geoid height was determined by GEOID03.
 GZ0184
 GZ0184.The dynamic height is computed by dividing the NAVD 88
 GZ0184.geopotential number by the normal gravity value computed on the
 GZ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0184.degrees latitude (g = 980.6199 gals.).
 GZ0184
 GZ0184.The modeled gravity was interpolated from observed gravity values.
 GZ0184
 GZ0184;                    North         East    Units  Estimated Accuracy
 GZ0184;SPC KY1Z     - 1,132,880.    1,620,140.      MT  (+/- 180 meters Scaled)
 GZ0184
 GZ0184                          SUPERSEDED SURVEY CONTROL
 GZ0184
 GZ0184  NGVD 29 (??/??/92)  311.911  (m)         1023.33   (f) ADJ UNCH    2 0
 GZ0184
 GZ0184.Superseded values are not recommended for survey control.
 GZ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0184.See file dsdata.txt to determine how the superseded data were derived.
 GZ0184
 GZ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG305560(NAD 83)
 GZ0184_MARKER: DB = BENCH MARK DISK
 GZ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0184_STAMPING: 9 WR 1950 1023
 GZ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0184+STABILITY: SURFACE MOTION
 GZ0184
 GZ0184  HISTORY     - Date     Condition        Report By
 GZ0184  HISTORY     - 1950     MONUMENTED       USGS
 GZ0184  HISTORY     - 1960     GOOD             PAS
 GZ0184
 GZ0184                          STATION DESCRIPTION
 GZ0184
 GZ0184'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0184'5 MI NW FROM CONWAY.
 GZ0184'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE
 GZ0184'IN CONWAY, THENCE ABOUT 2.85 MILES SOUTHWEST ALONG A BLACK TOP
 GZ0184'AND A GRAVEL ROAD TO A CROSSROAD AT TOP OF HILL, THENCE ABOUT 0.85
 GZ0184'MILE NORTH ALONG GRAVEL ROAD, THENCE ABOUT 1.5 MILES EAST AND
 GZ0184'NORTHEAST ALONG GRAVEL ROAD TO A T-ROAD INTERSECTION JUST SOUTHWEST
 GZ0184'OF PLEASANT VIEW SCHOOL, THENCE ABOUT 3.45 MILES NORTHWEST ALONG
 GZ0184'GRAVEL ROAD, ABOUT 1.05 MILES SOUTH OF CARTERSVILLE, 32 FEET
 GZ0184'NORTHEAST OF T-ROAD INTERSECTION, 27 FEET EAST OF THE CENTER OF
 GZ0184'A SMALL WOODEN BRIDGE, 6.6 FEET NORTHWEST OF A 24 INCH TWIN TRUNK
 GZ0184'GUM TREE, 1.4 FEET SOUTHWEST OF A WIRE FENCE AND 1.4 FEET SOUTH
 GZ0184'OF A METAL WITNESS POST AND SIGN.  A STANDARD U.S.G.S. DISK SET IN
 GZ0184'TOP OF A CONCRETE POST PROJECTING 6 INCHES AND STAMPED 9 WR 1950
 GZ0184'1023.  NOTE-- THE DISK HAS BEEN SCARRED BUT IS STILL LEGIBLE AND THE
 GZ0184'EAST SIDE OF DISK HAS BEEN PRIED UNDER BY SOME OBJECT LEAVING A
 GZ0184'SMALL HOLE IN THE CONCRETE.  DISK AND MONUMENT ARE STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0993 ***********************************************************************
 HY0993  DESIGNATION -  90 EOM
 HY0993  PID         -  HY0993
 HY0993  STATE/COUNTY-  KY/CARTER
 HY0993  USGS QUAD   -  GRAYSON (1978)
 HY0993
 HY0993                         *CURRENT SURVEY CONTROL
 HY0993  ___________________________________________________________________
 HY0993* NAD 83(1986)-  38 20 44.     (N)    082 58 27.     (W)     SCALED    
 HY0993* NAVD 88     -       184.449  (meters)     605.15   (feet)  POSTED    
 HY0993  ___________________________________________________________________
 HY0993  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HY0993  DYNAMIC HT  -         184.330 (meters)     604.76  (feet)  COMP
 HY0993  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 HY0993
 HY0993  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HY0993
 HY0993.The horizontal coordinates were scaled from a topographic map and have
 HY0993.an estimated accuracy of +/- 6 seconds.
 HY0993
 HY0993.The orthometric height was determined by differential leveling
 HY0993.and adjusted by the National Geodetic Survey in 1992..
 HY0993.No vertical observational check was made to the station.
 HY0993.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HY0993.was located on a no-check spur therefore a value was not computed.
 HY0993
 HY0993.The geoid height was determined by GEOID03.
 HY0993
 HY0993.The dynamic height is computed by dividing the NAVD 88
 HY0993.geopotential number by the normal gravity value computed on the
 HY0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0993.degrees latitude (g = 980.6199 gals.).
 HY0993
 HY0993.The modeled gravity was interpolated from observed gravity values.
 HY0993
 HY0993;                    North         East    Units  Estimated Accuracy
 HY0993;SPC KY1Z     - 1,226,930.    1,742,610.      MT  (+/- 180 meters Scaled)
 HY0993
 HY0993                          SUPERSEDED SURVEY CONTROL
 HY0993
 HY0993  NGVD 29 (??/??/92)  184.642  (m)          605.78   (f) ADJ UNCH    2 0
 HY0993
 HY0993.Superseded values are not recommended for survey control.
 HY0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0993.See file dsdata.txt to determine how the superseded data were derived.
 HY0993
 HY0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC274460(NAD 83)
 HY0993_MARKER: DD = SURVEY DISK
 HY0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0993_STAMPING: 90 EOM 1949 606
 HY0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0993+STABILITY: SURFACE MOTION
 HY0993
 HY0993  HISTORY     - Date     Condition        Report By
 HY0993  HISTORY     - 1949     MONUMENTED       USGS
 HY0993  HISTORY     - 1964     GOOD             PAS
 HY0993  HISTORY     - 19970924 POOR             KYDT
 HY0993
 HY0993                          STATION DESCRIPTION
 HY0993
 HY0993'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY0993'2.2 MI NW FROM GRAYSON.
 HY0993'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY0993'COURT HOUSE IN GRAYSON, THENCE ABOUT 1.1 MILES NORTH AND WEST
 HY0993'ALONG STATE HIGHWAYS 1 AND 7 TO THE JUNCTION OF OLD U.S. HIGHWAY
 HY0993'60.  CONTINUE WEST ON OLD U.S. 60 FOR 1.05 MILES TO BARRETTS
 HY0993'CREEK CHURCH AND MARK.  IT IS 65 FEET SOUTHEAST OF THE CENTER
 HY0993'OF OLD U.S. 60, 51 FEET EAST OF THE NORTHWEST CORNER OF CHURCH,
 HY0993'17 FEET SOUTHEAST OF A 30-INCH SYCAMORE TREE, 7.8 FEET SOUTHEAST
 HY0993'OF A DRILLED WELL CASING, 1 FOOT WEST OF WIRE FENCE AND ABOUT
 HY0993'5 FEET LOWER THAN OLD HIGHWAY.  A U.S.G.S. DISK SET IN TOP OF
 HY0993'CONCRETE POST PROJECTING 5 INCHES AND STAMPED 90 EOM 1949 606.
 HY0993
 HY0993                          STATION RECOVERY (1997)
 HY0993
 HY0993'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY0993'POST HAS BEEN HIT, CHIPPED, DISK SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2338 ***********************************************************************
 GY2338  DESIGNATION -  901
 GY2338  PID         -  GY2338
 GY2338  STATE/COUNTY-  KY/LESLIE
 GY2338  USGS QUAD   -  HOSKINSTON (1980)
 GY2338
 GY2338                         *CURRENT SURVEY CONTROL
 GY2338  ___________________________________________________________________
 GY2338* NAD 83(1986)-  37 05 20.     (N)    083 23 38.     (W)     SCALED    
 GY2338* NAVD 88     -       274.457  (meters)     900.45   (feet)  ADJUSTED  
 GY2338  ___________________________________________________________________
 GY2338  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GY2338  DYNAMIC HT  -         274.234 (meters)     899.72  (feet)  COMP
 GY2338  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GY2338
 GY2338  VERT ORDER  -  SECOND    CLASS 0
 GY2338
 GY2338.The horizontal coordinates were scaled from a topographic map and have
 GY2338.an estimated accuracy of +/- 6 seconds.
 GY2338
 GY2338.The orthometric height was determined by differential leveling
 GY2338.and adjusted by the National Geodetic Survey in June 1991..
 GY2338
 GY2338.The geoid height was determined by GEOID03.
 GY2338
 GY2338.The dynamic height is computed by dividing the NAVD 88
 GY2338.geopotential number by the normal gravity value computed on the
 GY2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2338.degrees latitude (g = 980.6199 gals.).
 GY2338
 GY2338.The modeled gravity was interpolated from observed gravity values.
 GY2338
 GY2338;                    North         East    Units  Estimated Accuracy
 GY2338;SPC KY1Z     - 1,086,500.    1,709,450.      MT  (+/- 180 meters Scaled)
 GY2338
 GY2338                          SUPERSEDED SURVEY CONTROL
 GY2338
 GY2338  NGVD 29 (??/??/92)  274.617  (m)          900.97   (f) ADJ UNCH    2 0
 GY2338
 GY2338.Superseded values are not recommended for survey control.
 GY2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2338.See file dsdata.txt to determine how the superseded data were derived.
 GY2338
 GY2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB872074(NAD 83)
 GY2338_MARKER: DD = SURVEY DISK
 GY2338_SETTING: 66 = SET IN ROCK OUTCROP
 GY2338_SP_SET: BOULDER
 GY2338_STAMPING: KY 901 900.973
 GY2338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2338+STABILITY: POSITION/ELEVATION WELL
 GY2338
 GY2338  HISTORY     - Date     Condition        Report By
 GY2338  HISTORY     - UNK      MONUMENTED       USGS
 GY2338  HISTORY     - 1952     GOOD             NGS
 GY2338  HISTORY     - 1956     POOR             NGS
 GY2338
 GY2338                          STATION DESCRIPTION
 GY2338
 GY2338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY2338'1 MI N FROM HOSKINSTON.
 GY2338'ABOUT 0.95 MILES NORTH ALONG U.S. HIGHWAY 421 FROM THE SCHOOL AT
 GY2338'HOSKINSTON, THENCE ABOUT 0.1 MILE EAST ALONG A DIM TRAIL, ON THE
 GY2338'EAST SIDE OF STINNETT CREEK AT THE CONFLUENCE OF MIDDLE FORK OF
 GY2338'KENTUCKY RIVER, IN THE TOP OF SLANTING FACE OF THE WEST AND
 GY2338'SMALLER ONE OF TWO LARGE BOULDERS, ABOUT 30 FEET NORTH OF NORTH
 GY2338'BANK OF MIDDLE FORK OF KENTUCKY RIVER, 9 FEET NORTHEAST OF SOUTH
 GY2338'POINT OF BOULDER, 1 FOOT WEST OF EAST EDGE OF BOULDER AND ABOUT
 GY2338'15 FEET ABOVE CREEK.
 GY2338
 GY2338                          STATION RECOVERY (1956)
 GY2338
 GY2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2338'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1208 ***********************************************************************
 GZ1208  DESIGNATION -  902.9
 GZ1208  PID         -  GZ1208
 GZ1208  STATE/COUNTY-  KY/CASEY
 GZ1208  USGS QUAD   -  PARKSVILLE (1952)
 GZ1208
 GZ1208                         *CURRENT SURVEY CONTROL
 GZ1208  ___________________________________________________________________
 GZ1208* NAD 83(1986)-  37 30 03.     (N)    084 57 16.     (W)     SCALED    
 GZ1208* NAVD 88     -       275.043  (meters)     902.37   (feet)  ADJUSTED  
 GZ1208  ___________________________________________________________________
 GZ1208  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GZ1208  DYNAMIC HT  -         274.828 (meters)     901.66  (feet)  COMP
 GZ1208  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 GZ1208
 GZ1208  VERT ORDER  -  SECOND    CLASS 0
 GZ1208
 GZ1208.The horizontal coordinates were scaled from a topographic map and have
 GZ1208.an estimated accuracy of +/- 6 seconds.
 GZ1208
 GZ1208.The orthometric height was determined by differential leveling
 GZ1208.and adjusted by the National Geodetic Survey in June 1991..
 GZ1208
 GZ1208.The geoid height was determined by GEOID03.
 GZ1208
 GZ1208.The dynamic height is computed by dividing the NAVD 88
 GZ1208.geopotential number by the normal gravity value computed on the
 GZ1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1208.degrees latitude (g = 980.6199 gals.).
 GZ1208
 GZ1208.The modeled gravity was interpolated from observed gravity values.
 GZ1208
 GZ1208;                    North         East    Units  Estimated Accuracy
 GZ1208;SPC KY1Z     - 1,129,870.    1,570,340.      MT  (+/- 180 meters Scaled)
 GZ1208
 GZ1208                          SUPERSEDED SURVEY CONTROL
 GZ1208
 GZ1208  NGVD 29 (??/??/92)  275.180  (m)          902.82   (f) ADJ UNCH    2 0
 GZ1208
 GZ1208.Superseded values are not recommended for survey control.
 GZ1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1208.See file dsdata.txt to determine how the superseded data were derived.
 GZ1208
 GZ1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG808523(NAD 83)
 GZ1208_MARKER: Q = CHISELED SQUARE
 GZ1208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1208_SP_SET: CONCRETE BANISTER
 GZ1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1208
 GZ1208  HISTORY     - Date     Condition        Report By
 GZ1208  HISTORY     - UNK      MONUMENTED       USGS
 GZ1208  HISTORY     - 1951     GOOD             NGS
 GZ1208  HISTORY     - 1958     GOOD             NGS
 GZ1208
 GZ1208                          STATION DESCRIPTION
 GZ1208
 GZ1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1208'6.1 MI NE FROM JACKTOWN.
 GZ1208'ABOUT 6.1 MILES NORTHEAST ALONG STATE HIGHWAY 243 FROM THE JUNCTION
 GZ1208'OF STATE HIGHWAY 49 AT JACKTOWN, A 1 1/2-INCH OUTLINE SQUARE ON THE
 GZ1208'TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF A 100-FOOT
 GZ1208'CONCRETE BRIDGE OVER LITTLE SOUTH FORK, 13 1/2 FEET NORTHEAST OF
 GZ1208'THE CENTER LINE OF HIGHWAY, 30 FEET SOUTHEAST OF THE CENTER LINE
 GZ1208'OF A GRAVEL ROAD NORTHEAST, 1 1/2 FEET NORTHEAST OF CONCRETE
 GZ1208'BANISTER AND ABOUT LEVEL WITH HIGHWAY.
 GZ1208
 GZ1208                          STATION RECOVERY (1958)
 GZ1208
 GZ1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1467 ***********************************************************************
 HZ1467  DESIGNATION -  905 BOLT
 HZ1467  PID         -  HZ1467
 HZ1467  STATE/COUNTY-  KY/JEFFERSON
 HZ1467  USGS QUAD   -  NEW ALBANY (1992)
 HZ1467
 HZ1467                         *CURRENT SURVEY CONTROL
 HZ1467  ___________________________________________________________________
 HZ1467* NAD 83(1986)-  38 15 31.     (N)    085 45 05.     (W)     SCALED    
 HZ1467* NAVD 88     -       132.961  (meters)     436.22   (feet)  ADJUSTED  
 HZ1467  ___________________________________________________________________
 HZ1467  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1467  DYNAMIC HT  -         132.871 (meters)     435.93  (feet)  COMP
 HZ1467  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 HZ1467
 HZ1467  VERT ORDER  -  FIRST     CLASS II
 HZ1467
 HZ1467.The horizontal coordinates were scaled from a topographic map and have
 HZ1467.an estimated accuracy of +/- 6 seconds.
 HZ1467
 HZ1467.The orthometric height was determined by differential leveling
 HZ1467.and adjusted by the National Geodetic Survey in June 1991..
 HZ1467
 HZ1467.The geoid height was determined by GEOID03.
 HZ1467
 HZ1467.The dynamic height is computed by dividing the NAVD 88
 HZ1467.geopotential number by the normal gravity value computed on the
 HZ1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1467.degrees latitude (g = 980.6199 gals.).
 HZ1467
 HZ1467.The modeled gravity was interpolated from observed gravity values.
 HZ1467
 HZ1467;                    North         East    Units  Estimated Accuracy
 HZ1467;SPC KY1Z     - 1,213,670.    1,499,880.      MT  (+/- 180 meters Scaled)
 HZ1467
 HZ1467                          SUPERSEDED SURVEY CONTROL
 HZ1467
 HZ1467  NGVD 29 (??/??/92)  133.107  (m)          436.70   (f) ADJ UNCH    1 2
 HZ1467
 HZ1467.Superseded values are not recommended for survey control.
 HZ1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1467.See file dsdata.txt to determine how the superseded data were derived.
 HZ1467
 HZ1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH092352(NAD 83)
 HZ1467_MARKER: B = BOLT
 HZ1467_SETTING: 0 = UNSPECIFIED SETTING
 HZ1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1467
 HZ1467  HISTORY     - Date     Condition        Report By
 HZ1467  HISTORY     - UNK      MONUMENTED       DOD
 HZ1467  HISTORY     - 1954     GOOD             NGS
 HZ1467
 HZ1467                          STATION DESCRIPTION
 HZ1467
 HZ1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1467'AT LOUISVILLE.
 HZ1467'AT LOUISVILLE, AT THE JUNCTION OF FIRST STREET AND RIVER ROAD, 14
 HZ1467'FEET WEST OF WEST CURB LINE OF 1ST STREET, 24 FEET SOUTH OF SOUTH
 HZ1467'CURB OF RIVER ROAD, 16 3/4 FEET NORTH OF NORTHEAST CORNER OF
 HZ1467'HARSHFIELD BROTHERS FRUIT AND VEGETABLE WAREHOUSE, 6 FEET
 HZ1467'NORTH OF NORT RAIL OF THE SOUTH MOST OF TWO RAILROAD SPUR TRACKS,
 HZ1467'4 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH MOST SPUR TRACK, 1/2
 HZ1467'FOOT WEST OF WEST EDGE OF BLACK TOP SURFACING, TOP OF A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1466 ***********************************************************************
 HZ1466  DESIGNATION -  905 CAP
 HZ1466  PID         -  HZ1466
 HZ1466  STATE/COUNTY-  KY/JEFFERSON
 HZ1466  USGS QUAD   -  NEW ALBANY (1992)
 HZ1466
 HZ1466                         *CURRENT SURVEY CONTROL
 HZ1466  ___________________________________________________________________
 HZ1466* NAD 83(1986)-  38 15 31.     (N)    085 45 05.     (W)     SCALED    
 HZ1466* NAVD 88     -       133.882  (meters)     439.24   (feet)  ADJUSTED  
 HZ1466  ___________________________________________________________________
 HZ1466  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1466  DYNAMIC HT  -         133.792 (meters)     438.95  (feet)  COMP
 HZ1466  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 HZ1466
 HZ1466  VERT ORDER  -  FIRST     CLASS II
 HZ1466
 HZ1466.The horizontal coordinates were scaled from a topographic map and have
 HZ1466.an estimated accuracy of +/- 6 seconds.
 HZ1466
 HZ1466.The orthometric height was determined by differential leveling
 HZ1466.and adjusted by the National Geodetic Survey in June 1991..
 HZ1466
 HZ1466.The geoid height was determined by GEOID03.
 HZ1466
 HZ1466.The dynamic height is computed by dividing the NAVD 88
 HZ1466.geopotential number by the normal gravity value computed on the
 HZ1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1466.degrees latitude (g = 980.6199 gals.).
 HZ1466
 HZ1466.The modeled gravity was interpolated from observed gravity values.
 HZ1466
 HZ1466;                    North         East    Units  Estimated Accuracy
 HZ1466;SPC KY1Z     - 1,213,670.    1,499,880.      MT  (+/- 180 meters Scaled)
 HZ1466
 HZ1466                          SUPERSEDED SURVEY CONTROL
 HZ1466
 HZ1466  NGVD 29 (??/??/92)  134.025  (m)          439.71   (f) ADJ UNCH    1 2
 HZ1466
 HZ1466.Superseded values are not recommended for survey control.
 HZ1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1466.See file dsdata.txt to determine how the superseded data were derived.
 HZ1466
 HZ1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH092352(NAD 83)
 HZ1466_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HZ1466_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ1466_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1466
 HZ1466  HISTORY     - Date     Condition        Report By
 HZ1466  HISTORY     - UNK      MONUMENTED       DOD
 HZ1466  HISTORY     - 1954     GOOD             NGS
 HZ1466
 HZ1466                          STATION DESCRIPTION
 HZ1466
 HZ1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1466'AT LOUISVILLE.
 HZ1466'AT LOUISVILLE, AT THE JUNCTION OF FIRST STREET AND RIVER ROAD,
 HZ1466'14 FEET WEST OF WEST CURB LINE OF 1ST STREET, 24 FEET SOUTH OF
 HZ1466'SOUTH CURB OF RIVER ROAD, 16 3/4 FEET NORTH OF NORTHEAST CORNER
 HZ1466'OF HARSHFIELD BROTHERS FRUIT AND VEGETABLE WAREHOUSE, 6 FEET NORTH
 HZ1466'OF NORTH RAIL OF THE SOUTH MOST OF TWO RAILROAD SPUR TRACKS, 4
 HZ1466'FEET SOUTH OF THE SOUTH RAIL OF THE NORTH MOST SPUR TRACK, 1/2
 HZ1466'FOOT WEST OF WEST EDGE OF BLACK TOP SURFACING, AND IS A U.S.E.
 HZ1466'CAP ON PIPE, THE CAP BEING ABOUT 6 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1997 ***********************************************************************
 GY1997  DESIGNATION -  908 USGS
 GY1997  PID         -  GY1997
 GY1997  STATE/COUNTY-  KY/PERRY
 GY1997  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1997
 GY1997                         *CURRENT SURVEY CONTROL
 GY1997  ___________________________________________________________________
 GY1997* NAD 83(1986)-  37 11 17.     (N)    083 08 15.     (W)     SCALED    
 GY1997* NAVD 88     -       276.431  (meters)     906.92   (feet)  ADJUSTED  
 GY1997  ___________________________________________________________________
 GY1997  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GY1997  DYNAMIC HT  -         276.208 (meters)     906.19  (feet)  COMP
 GY1997  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 GY1997
 GY1997  VERT ORDER  -  FIRST     CLASS II
 GY1997
 GY1997.The horizontal coordinates were scaled from a topographic map and have
 GY1997.an estimated accuracy of +/- 6 seconds.
 GY1997
 GY1997.The orthometric height was determined by differential leveling
 GY1997.and adjusted by the National Geodetic Survey in June 1991..
 GY1997
 GY1997.The geoid height was determined by GEOID03.
 GY1997
 GY1997.The dynamic height is computed by dividing the NAVD 88
 GY1997.geopotential number by the normal gravity value computed on the
 GY1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1997.degrees latitude (g = 980.6199 gals.).
 GY1997
 GY1997.The modeled gravity was interpolated from observed gravity values.
 GY1997
 GY1997;                    North         East    Units  Estimated Accuracy
 GY1997;SPC KY1Z     - 1,098,110.    1,731,930.      MT  (+/- 180 meters Scaled)
 GY1997
 GY1997                          SUPERSEDED SURVEY CONTROL
 GY1997
 GY1997  NGVD 29 (??/??/92)  276.591  (m)          907.45   (f) ADJ UNCH    1 2
 GY1997
 GY1997.Superseded values are not recommended for survey control.
 GY1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1997.See file dsdata.txt to determine how the superseded data were derived.
 GY1997
 GY1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB102178(NAD 83)
 GY1997_MARKER: DB = BENCH MARK DISK
 GY1997_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1997_SP_SET: BRIDGE
 GY1997_STAMPING: 908 1913 907.449
 GY1997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1997
 GY1997  HISTORY     - Date     Condition        Report By
 GY1997  HISTORY     - 1913     MONUMENTED       USGS
 GY1997  HISTORY     - 1952     GOOD             NGS
 GY1997  HISTORY     - 1967     MARK NOT FOUND   NGS
 GY1997
 GY1997                          STATION DESCRIPTION
 GY1997
 GY1997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY1997'0.8 MI NE FROM VIPER.
 GY1997'ABOUT 0.75 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1997'RAILROAD FROM THE STATION AT VIPER, IN THE TOP OF NORTHWEST
 GY1997'END OF SOUTHWEST STONE MASONRY ABUTMENT OF RAILROAD BRIDGE NO. 105
 GY1997'OVER NORTH FORK OF KENTUCKY RIVER, 10 1/2 FEET NORTHWEST OF
 GY1997'NORTHWEST RAIL AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
 GY1997
 GY1997                          STATION RECOVERY (1967)
 GY1997
 GY1997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GY1997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1486 ***********************************************************************
 HZ1486  DESIGNATION -  909 CAP
 HZ1486  PID         -  HZ1486
 HZ1486  STATE/COUNTY-  KY/JEFFERSON
 HZ1486  USGS QUAD   -  NEW ALBANY (1992)
 HZ1486
 HZ1486                         *CURRENT SURVEY CONTROL
 HZ1486  ___________________________________________________________________
 HZ1486* NAD 83(1986)-  38 16 28.     (N)    085 47 29.     (W)     SCALED    
 HZ1486* NAVD 88     -       138.728  (meters)     455.14   (feet)  ADJUSTED  
 HZ1486  ___________________________________________________________________
 HZ1486  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1486  DYNAMIC HT  -         138.635 (meters)     454.84  (feet)  COMP
 HZ1486  MODELED GRAV-     979,952.9   (mgal)                       NAVD 88
 HZ1486
 HZ1486  VERT ORDER  -  FIRST     CLASS II
 HZ1486
 HZ1486.The horizontal coordinates were scaled from a topographic map and have
 HZ1486.an estimated accuracy of +/- 6 seconds.
 HZ1486
 HZ1486.The orthometric height was determined by differential leveling
 HZ1486.and adjusted by the National Geodetic Survey in June 1991..
 HZ1486.WARNING-Repeat measurements at this control monument indicate possible
 HZ1486.vertical movement.
 HZ1486
 HZ1486.The geoid height was determined by GEOID03.
 HZ1486
 HZ1486.The dynamic height is computed by dividing the NAVD 88
 HZ1486.geopotential number by the normal gravity value computed on the
 HZ1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1486.degrees latitude (g = 980.6199 gals.).
 HZ1486
 HZ1486.The modeled gravity was interpolated from observed gravity values.
 HZ1486
 HZ1486;                    North         East    Units  Estimated Accuracy
 HZ1486;SPC KY1Z     - 1,215,430.    1,496,380.      MT  (+/- 180 meters Scaled)
 HZ1486
 HZ1486                          SUPERSEDED SURVEY CONTROL
 HZ1486
 HZ1486  NGVD 29 (??/??/92)  138.872  (m)          455.62   (f) ADJ UNCH    1 2
 HZ1486
 HZ1486.Superseded values are not recommended for survey control.
 HZ1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1486.See file dsdata.txt to determine how the superseded data were derived.
 HZ1486
 HZ1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH057369(NAD 83)
 HZ1486_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HZ1486_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ1486_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ1486_STAMPING: 909
 HZ1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1486
 HZ1486  HISTORY     - Date     Condition        Report By
 HZ1486  HISTORY     - UNK      MONUMENTED       DOD
 HZ1486  HISTORY     - 1954     GOOD             NGS
 HZ1486  HISTORY     - 1967     GOOD             NGS
 HZ1486
 HZ1486                          STATION DESCRIPTION
 HZ1486
 HZ1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1486'AT LOUISVILLE.
 HZ1486'AT LOUISVILLE, NEAR THE JUNCTION OF NORTH WESTERN PARKWAY AND
 HZ1486'27TH STREET, 23 1/2 FEET NORTHEAST OF CENTER LINE OF NORTH
 HZ1486'WESTERN PARKWAY, 124 FEET NORTHWEST OF THE EXTENDED NORTHWEST
 HZ1486'CURB OF 27TH STREET, 9 FEET NORTHWEST OF NORTHWEST EDGE OF
 HZ1486'BRICK WALL LEADING NORTHEAST TO HOUSE NO. 2717 NORTH WESTERN
 HZ1486'PARKWAY, 0.9 FOOT NORTHEAST OF NORTHEAST CURB OF NORTH WESTERN
 HZ1486'PARKWAY, 2 FEET SOUTHWEST OF SOUTHWEST EDGE OF BRICK WALK
 HZ1486'PARALLELING NORTH WESTERN PARKWAY AND ABOUT FLUSH WITH GROUND.
 HZ1486
 HZ1486                          STATION RECOVERY (1967)
 HZ1486
 HZ1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HZ1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1130 ***********************************************************************
 HZ1130  DESIGNATION -  912
 HZ1130  PID         -  HZ1130
 HZ1130  STATE/COUNTY-  KY/SHELBY
 HZ1130  USGS QUAD   -  NORTH PLEASUREVILLE (1984)
 HZ1130
 HZ1130                         *CURRENT SURVEY CONTROL
 HZ1130  ___________________________________________________________________
 HZ1130* NAD 83(1986)-  38 15 45.     (N)    085 03 28.     (W)     SCALED    
 HZ1130* NAVD 88     -       277.706  (meters)     911.11   (feet)  ADJUSTED  
 HZ1130  ___________________________________________________________________
 HZ1130  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ1130  DYNAMIC HT  -         277.512 (meters)     910.47  (feet)  COMP
 HZ1130  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 HZ1130
 HZ1130  VERT ORDER  -  FIRST     CLASS II
 HZ1130
 HZ1130.The horizontal coordinates were scaled from a topographic map and have
 HZ1130.an estimated accuracy of +/- 6 seconds.
 HZ1130
 HZ1130.The orthometric height was determined by differential leveling
 HZ1130.and adjusted by the National Geodetic Survey in June 1991..
 HZ1130
 HZ1130.The geoid height was determined by GEOID03.
 HZ1130
 HZ1130.The dynamic height is computed by dividing the NAVD 88
 HZ1130.geopotential number by the normal gravity value computed on the
 HZ1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1130.degrees latitude (g = 980.6199 gals.).
 HZ1130
 HZ1130.The modeled gravity was interpolated from observed gravity values.
 HZ1130
 HZ1130;                    North         East    Units  Estimated Accuracy
 HZ1130;SPC KY1Z     - 1,214,330.    1,560,580.      MT  (+/- 180 meters Scaled)
 HZ1130
 HZ1130                          SUPERSEDED SURVEY CONTROL
 HZ1130
 HZ1130  NGVD 29 (??/??/92)  277.858  (m)          911.61   (f) ADJ UNCH    1 2
 HZ1130
 HZ1130.Superseded values are not recommended for survey control.
 HZ1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1130.See file dsdata.txt to determine how the superseded data were derived.
 HZ1130
 HZ1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH699367(NAD 83)
 HZ1130_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HZ1130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1130_SP_SET: SIDEWALK
 HZ1130_STAMPING: 912 911.606
 HZ1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1130
 HZ1130  HISTORY     - Date     Condition        Report By
 HZ1130  HISTORY     - UNK      MONUMENTED       USGS
 HZ1130  HISTORY     - 1949     GOOD             NGS
 HZ1130
 HZ1130                          STATION DESCRIPTION
 HZ1130
 HZ1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ1130'2.6 MI SE FROM CHRISTIANBURG.
 HZ1130'ABOUT 2.55 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1130'RAILROAD FROM THE STATION AT CHRISTIANBURG, AT BAGDAD, 115 FEET
 HZ1130'WEST-NORTHWEST AND ACROSS A STREET FROM THE SOUTHWEST CORNER OF THE
 HZ1130'BOX CAR STATION, 47 FEET SOUTH-SOUTHEAST OF MAIL HOOK, 44 FEET
 HZ1130'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 19 FEET NORTH
 HZ1130'OF THE NORTHEAST CORNER OF THE BRICK BUILDING OCCUPIED BY BREWERS
 HZ1130'GROCERY, 2 FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH SIDE WALK,
 HZ1130'1/4 FOOT NORTH OF THE NORTH EDGE OF AN EAST-WEST SIDE WALK AND
 HZ1130'SET ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0127 ***********************************************************************
 HZ0127  DESIGNATION -  916
 HZ0127  PID         -  HZ0127
 HZ0127  STATE/COUNTY-  KY/FAYETTE
 HZ0127  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0127
 HZ0127                         *CURRENT SURVEY CONTROL
 HZ0127  ___________________________________________________________________
 HZ0127* NAD 83(1986)-  38 04 52.     (N)    084 21 33.     (W)     SCALED    
 HZ0127* NAVD 88     -       279.058  (meters)     915.54   (feet)  ADJUSTED  
 HZ0127  ___________________________________________________________________
 HZ0127  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HZ0127  DYNAMIC HT  -         278.855 (meters)     914.88  (feet)  COMP
 HZ0127  MODELED GRAV-     979,893.0   (mgal)                       NAVD 88
 HZ0127
 HZ0127  VERT ORDER  -  FIRST     CLASS II
 HZ0127
 HZ0127.The horizontal coordinates were scaled from a topographic map and have
 HZ0127.an estimated accuracy of +/- 6 seconds.
 HZ0127
 HZ0127.The orthometric height was determined by differential leveling
 HZ0127.and adjusted by the National Geodetic Survey in June 1991..
 HZ0127
 HZ0127.The geoid height was determined by GEOID03.
 HZ0127
 HZ0127.The dynamic height is computed by dividing the NAVD 88
 HZ0127.geopotential number by the normal gravity value computed on the
 HZ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0127.degrees latitude (g = 980.6199 gals.).
 HZ0127
 HZ0127.The modeled gravity was interpolated from observed gravity values.
 HZ0127
 HZ0127;                    North         East    Units  Estimated Accuracy
 HZ0127;SPC KY1Z     - 1,194,880.    1,622,010.      MT  (+/- 180 meters Scaled)
 HZ0127
 HZ0127                          SUPERSEDED SURVEY CONTROL
 HZ0127
 HZ0127  NGVD 29 (??/??/92)  279.210  (m)          916.04   (f) ADJ UNCH    1 2
 HZ0127
 HZ0127.Superseded values are not recommended for survey control.
 HZ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0127.See file dsdata.txt to determine how the superseded data were derived.
 HZ0127
 HZ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH316181(NAD 83)
 HZ0127_MARKER: DD = SURVEY DISK
 HZ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0127_STAMPING: 916 TT 21 HF 1949 916.041
 HZ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0127+STABILITY: SURFACE MOTION
 HZ0127
 HZ0127  HISTORY     - Date     Condition        Report By
 HZ0127  HISTORY     - 1949     MONUMENTED       USGS
 HZ0127  HISTORY     - 1949     GOOD             NGS
 HZ0127  HISTORY     - 1958     GOOD             NGS
 HZ0127
 HZ0127                          STATION DESCRIPTION
 HZ0127
 HZ0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0127'8.6 MI E FROM LEXINGTON.
 HZ0127'ABOUT 8.35 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0127'FROM THE UNION STATION AT LEXINGTON, THENCE ABOUT 0.2 MILE NORTH
 HZ0127'ALONG MUIR ROAD, ABOUT 0.2 MILE NORTH OF FENWICK, AT THE BOTTOM
 HZ0127'OF GRADES, 25 FEET SOUTHWEST OF THE CENTER LINE OF MUIR ROAD,
 HZ0127'2.5 FEET EAST OF A FENCE CORNER, 15.2 FEET SOUTH OF THE
 HZ0127'SOUTHWEST END OF A 20-INCH PIPE CULVERT UNDER ROAD, 1 FOOT
 HZ0127'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 HZ0127'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 HZ0127'INCHES.
 HZ0127
 HZ0127                          STATION RECOVERY (1958)
 HZ0127
 HZ0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1806 ***********************************************************************
 GY1806  DESIGNATION -  920.21
 GY1806  PID         -  GY1806
 GY1806  STATE/COUNTY-  KY/MORGAN
 GY1806  USGS QUAD   -  CANNEL CITY (1993)
 GY1806
 GY1806                         *CURRENT SURVEY CONTROL
 GY1806  ___________________________________________________________________
 GY1806* NAD 83(1986)-  37 47 22.     (N)    083 16 22.     (W)     SCALED    
 GY1806* NAVD 88     -       270.202  (meters)     886.49   (feet)  ADJUSTED  
 GY1806  ___________________________________________________________________
 GY1806  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GY1806  DYNAMIC HT  -         269.999 (meters)     885.82  (feet)  COMP
 GY1806  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 GY1806
 GY1806  VERT ORDER  -  FIRST     CLASS I
 GY1806
 GY1806.The horizontal coordinates were scaled from a topographic map and have
 GY1806.an estimated accuracy of +/- 6 seconds.
 GY1806
 GY1806.The orthometric height was determined by differential leveling
 GY1806.and adjusted by the National Geodetic Survey in June 1991..
 GY1806
 GY1806.The geoid height was determined by GEOID03.
 GY1806
 GY1806.The dynamic height is computed by dividing the NAVD 88
 GY1806.geopotential number by the normal gravity value computed on the
 GY1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1806.degrees latitude (g = 980.6199 gals.).
 GY1806
 GY1806.The modeled gravity was interpolated from observed gravity values.
 GY1806
 GY1806;                    North         East    Units  Estimated Accuracy
 GY1806;SPC KY1Z     - 1,164,500.    1,718,160.      MT  (+/- 180 meters Scaled)
 GY1806
 GY1806                          SUPERSEDED SURVEY CONTROL
 GY1806
 GY1806  NGVD 29 (??/??/92)  270.356  (m)          886.99   (f) ADJ UNCH    1 1
 GY1806
 GY1806.Superseded values are not recommended for survey control.
 GY1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1806.See file dsdata.txt to determine how the superseded data were derived.
 GY1806
 GY1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB998848(NAD 83)
 GY1806_MARKER: Q = CHISELED SQUARE
 GY1806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1806_SP_SET: BUILDING
 GY1806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1806+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GY1806
 GY1806  HISTORY     - Date     Condition        Report By
 GY1806  HISTORY     - UNK      MONUMENTED       RBNF
 GY1806  HISTORY     - 1967     GOOD             NGS
 GY1806  HISTORY     - 19990316 GOOD             KYDT
 GY1806
 GY1806                          STATION DESCRIPTION
 GY1806
 GY1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1806'AT CANNEL CITY.
 GY1806'AT CANNEL CITY, ABOUT 0.1 MILE SOUTHEAST OF A SHARP CURVE IN THE
 GY1806'HIGHWAY, ABOUT 100 YARDS SOUTH OF THE SOUTH CORNER OF THE CANNEL
 GY1806'CITY SCHOOL, AT THE NORTH CORNER OF THE CONCRETE FOUNDATION OF
 GY1806'AN ABANDONED BANK BUILDING, ON TOP OF THE TOP STEP AND AT THE
 GY1806'NORTHWEST END, 20.1 FEET NORTHWEST OF BENCH MARK M 11 DESCRIBED,
 GY1806'1.8 FEET EAST OF THE NORTH CORNER OF THE FOUNDATION AND 2 FEET
 GY1806'ABOVE THE LEVEL OF THE GROUND.  IT IS A 1 1/2 INCH OUTLINED
 GY1806'SQUARE.
 GY1806
 GY1806                          STATION RECOVERY (1999)
 GY1806
 GY1806'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0678 ***********************************************************************
 HZ0678  DESIGNATION -  922 TT 12
 HZ0678  PID         -  HZ0678
 HZ0678  STATE/COUNTY-  KY/KENTON
 HZ0678  USGS QUAD   -  WALTON (1984)
 HZ0678
 HZ0678                         *CURRENT SURVEY CONTROL
 HZ0678  ___________________________________________________________________
 HZ0678* NAD 83(1986)-  38 47 59.     (N)    084 35 41.     (W)     SCALED    
 HZ0678* NAVD 88     -       280.786  (meters)     921.21   (feet)  ADJUSTED  
 HZ0678  ___________________________________________________________________
 HZ0678  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0678  DYNAMIC HT  -         280.603 (meters)     920.61  (feet)  COMP
 HZ0678  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 HZ0678
 HZ0678  VERT ORDER  -  FIRST     CLASS II
 HZ0678
 HZ0678.The horizontal coordinates were scaled from a topographic map and have
 HZ0678.an estimated accuracy of +/- 6 seconds.
 HZ0678
 HZ0678.The orthometric height was determined by differential leveling
 HZ0678.and adjusted by the National Geodetic Survey in June 1991..
 HZ0678
 HZ0678.The geoid height was determined by GEOID03.
 HZ0678
 HZ0678.The dynamic height is computed by dividing the NAVD 88
 HZ0678.geopotential number by the normal gravity value computed on the
 HZ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0678.degrees latitude (g = 980.6199 gals.).
 HZ0678
 HZ0678.The modeled gravity was interpolated from observed gravity values.
 HZ0678
 HZ0678;                    North         East    Units  Estimated Accuracy
 HZ0678;SPC KY1Z     - 1,274,360.    1,600,360.      MT  (+/- 180 meters Scaled)
 HZ0678
 HZ0678                          SUPERSEDED SURVEY CONTROL
 HZ0678
 HZ0678  NGVD 29 (??/??/92)  280.984  (m)          921.86   (f) ADJ UNCH    1 2
 HZ0678
 HZ0678.Superseded values are not recommended for survey control.
 HZ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0678.See file dsdata.txt to determine how the superseded data were derived.
 HZ0678
 HZ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH088973(NAD 83)
 HZ0678_MARKER: DD = SURVEY DISK
 HZ0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0678_STAMPING: 922 TT 12 DWP 1949
 HZ0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0678+STABILITY: SURFACE MOTION
 HZ0678
 HZ0678  HISTORY     - Date     Condition        Report By
 HZ0678  HISTORY     - 1949     MONUMENTED       USGS
 HZ0678  HISTORY     - 1949     GOOD             NGS
 HZ0678  HISTORY     - 1964     GOOD             NGS
 HZ0678  HISTORY     - 1985     MARK NOT FOUND   NGS
 HZ0678
 HZ0678                          STATION DESCRIPTION
 HZ0678
 HZ0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0678'1.8 MI N FROM CRITTENDEN.
 HZ0678'1.8 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0678'CRITTENDEN, ABOUT 5.25 MILES SOUTH OF THE STATION AT WALTON, ABOUT
 HZ0678'0.65 MILE NORTH OF THE KENTON-GRANT COUNTY LINE, ABOUT 0.25 MILE
 HZ0678'NORTH OF MILE POST 26, ABOUT 72 YARDS SOUTH OF A PUBLIC ROAD
 HZ0678'CROSSING, 74 FEET EAST OF AND ACROSS GRAVEL ROAD FROM THE NORTHEAST
 HZ0678'CORNER OF A GREEN ROOFED HOUSE, 30 FEET WEST OF THE WEST RAIL OF
 HZ0678'THE WEST TRACK, 12.5 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 HZ0678'ROAD LEADING SOUTHWEST, 3.5 FEET NORTH OF A POWER LINE POLE, 1.5
 HZ0678'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 HZ0678'GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 HZ0678'INCHES.  NOTE-- THE MARK WAS RECOVERED AND IS SOLID IN THE
 HZ0678'GROUND BUT IT HAS BEEN BUMPED REPEATEDLY BY TRUCKS OR MACHINERY
 HZ0678'AND THE MONUMENT IS CHIPPED ON BOTH SIDES.
 HZ0678
 HZ0678                          STATION RECOVERY (1964)
 HZ0678
 HZ0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0678'RECOVERED IN GOOD CONDITION.
 HZ0678
 HZ0678                          STATION RECOVERY (1985)
 HZ0678
 HZ0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0678'NOT RECOVERED, NO EVIDENCE OF MARK WAS FOUND AT THE DESCRIBED
 HZ0678'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0421 ***********************************************************************
 HB0421  DESIGNATION -  923 USE
 HB0421  PID         -  HB0421
 HB0421  STATE/COUNTY-  KY/MCCRACKEN
 HB0421  USGS QUAD   -  PADUCAH EAST (1982)
 HB0421
 HB0421                         *CURRENT SURVEY CONTROL
 HB0421  ___________________________________________________________________
 HB0421* NAD 83(1986)-  37 05 17.     (N)    088 35 37.     (W)     SCALED    
 HB0421* NAVD 88     -        99.319  (meters)     325.85   (feet)  ADJUSTED  
 HB0421  ___________________________________________________________________
 HB0421  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HB0421  DYNAMIC HT  -          99.246 (meters)     325.61  (feet)  COMP
 HB0421  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 HB0421
 HB0421  VERT ORDER  -  FIRST     CLASS II
 HB0421
 HB0421.The horizontal coordinates were scaled from a topographic map and have
 HB0421.an estimated accuracy of +/- 6 seconds.
 HB0421
 HB0421.The orthometric height was determined by differential leveling
 HB0421.and adjusted by the National Geodetic Survey in June 1991..
 HB0421.WARNING-Repeat measurements at this control monument indicate possible
 HB0421.vertical movement.
 HB0421
 HB0421.The geoid height was determined by GEOID03.
 HB0421
 HB0421.The dynamic height is computed by dividing the NAVD 88
 HB0421.geopotential number by the normal gravity value computed on the
 HB0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0421.degrees latitude (g = 980.6199 gals.).
 HB0421
 HB0421.The modeled gravity was interpolated from observed gravity values.
 HB0421
 HB0421;                    North         East    Units  Estimated Accuracy
 HB0421;SPC KY1Z     - 1,087,620.    1,247,220.      MT  (+/- 180 meters Scaled)
 HB0421
 HB0421                          SUPERSEDED SURVEY CONTROL
 HB0421
 HB0421  NGVD 29 (??/??/??)   99.333  (m)          325.89   (f) ADJUSTED    1 2
 HB0421
 HB0421.Superseded values are not recommended for survey control.
 HB0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0421.See file dsdata.txt to determine how the superseded data were derived.
 HB0421
 HB0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG583058(NAD 83)
 HB0421_MARKER: P = PIPE CAP
 HB0421_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0421_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0421_STAMPING: 923
 HB0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0421
 HB0421  HISTORY     - Date     Condition        Report By
 HB0421  HISTORY     - UNK      MONUMENTED       DOD
 HB0421  HISTORY     - 1946     GOOD             CGS
 HB0421  HISTORY     - 1968     MARK NOT FOUND   CGS
 HB0421  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0421  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0421  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 HB0421
 HB0421                          STATION DESCRIPTION
 HB0421
 HB0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HB0421'AT PADUCAH.
 HB0421'AT PADUCAH, NEAR THE NORTHEAST END OF BROADWAY BETWEEN THE
 HB0421'FLOOD WALL AND THE OHIO RIVER, SET IN AN OPENING IN THE STONE
 HB0421'RIP-RAP SLOPE PAVING, 89 FEET EAST OF THE EAST CORNER OF THE
 HB0421'CONCRETE BUTRESS FORMING THE NORTHWEST FRAME OF BROADWAY FLOOD
 HB0421'GATE, 48 FEET SOUTHEAST OF THE CENTER LINE OF BROADWAY, 76 FEET
 HB0421'NORTHEAST OF THE NORTHEAST FACE OF THE CONCRETE FLOOD WALL, 7
 HB0421'FEET NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE WALK, ABOUT
 HB0421'11 FEET BELOW THE BASE OF THE FLOOD WALL, AND SET ON A PIPE
 HB0421'ABOUT 3 INCHES BELOW THE PAVEMENT.  NOTE-- THIS NUMBER IS CAST IN
 HB0421'THE CAP - NOT STAMPED.
 HB0421
 HB0421                          STATION RECOVERY (1968)
 HB0421
 HB0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HB0421'MARK NOT FOUND.
 HB0421
 HB0421                          STATION RECOVERY (1978)
 HB0421
 HB0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0421'MARK NOT FOUND.
 HB0421
 HB0421                          STATION RECOVERY (1978)
 HB0421
 HB0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0421'MARK NOT FOUND.
 HB0421
 HB0421                          STATION RECOVERY (2003)
 HB0421
 HB0421'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0682 ***********************************************************************
 HZ0682  DESIGNATION -  924
 HZ0682  PID         -  HZ0682
 HZ0682  STATE/COUNTY-  KY/GRANT
 HZ0682  USGS QUAD   -  WALTON (1984)
 HZ0682
 HZ0682                         *CURRENT SURVEY CONTROL
 HZ0682  ___________________________________________________________________
 HZ0682* NAD 83(1986)-  38 46 27.     (N)    084 36 15.     (W)     SCALED    
 HZ0682* NAVD 88     -       281.297  (meters)     922.89   (feet)  ADJUSTED  
 HZ0682  ___________________________________________________________________
 HZ0682  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ0682  DYNAMIC HT  -         281.113 (meters)     922.28  (feet)  COMP
 HZ0682  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 HZ0682
 HZ0682  VERT ORDER  -  FIRST     CLASS II
 HZ0682
 HZ0682.The horizontal coordinates were scaled from a topographic map and have
 HZ0682.an estimated accuracy of +/- 6 seconds.
 HZ0682
 HZ0682.The orthometric height was determined by differential leveling
 HZ0682.and adjusted by the National Geodetic Survey in June 1991..
 HZ0682
 HZ0682.The geoid height was determined by GEOID03.
 HZ0682
 HZ0682.The dynamic height is computed by dividing the NAVD 88
 HZ0682.geopotential number by the normal gravity value computed on the
 HZ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0682.degrees latitude (g = 980.6199 gals.).
 HZ0682
 HZ0682.The modeled gravity was interpolated from observed gravity values.
 HZ0682
 HZ0682;                    North         East    Units  Estimated Accuracy
 HZ0682;SPC KY1Z     - 1,271,510.    1,599,570.      MT  (+/- 180 meters Scaled)
 HZ0682
 HZ0682                          SUPERSEDED SURVEY CONTROL
 HZ0682
 HZ0682  NGVD 29 (??/??/92)  281.492  (m)          923.53   (f) ADJ UNCH    1 2
 HZ0682
 HZ0682.Superseded values are not recommended for survey control.
 HZ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0682.See file dsdata.txt to determine how the superseded data were derived.
 HZ0682
 HZ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH081944(NAD 83)
 HZ0682_MARKER: DD = SURVEY DISK
 HZ0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0682_STAMPING: 924
 HZ0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0682+STABILITY: SURFACE MOTION
 HZ0682
 HZ0682  HISTORY     - Date     Condition        Report By
 HZ0682  HISTORY     - UNK      MONUMENTED       USGS
 HZ0682  HISTORY     - 1949     GOOD             NGS
 HZ0682  HISTORY     - 1964     MARK NOT FOUND   NGS
 HZ0682  HISTORY     - 1985     MARK NOT FOUND   NGS
 HZ0682
 HZ0682                          STATION DESCRIPTION
 HZ0682
 HZ0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0682'AT CRITTENDEN.
 HZ0682'AT CRITTENDEN, 118 FEET WEST OF THE WEST RAIL OF THE WEST MAIN
 HZ0682'TRACK, 89.5 FEET WEST OF THE NORTHWEST CORNER OF THE SMALL WAITING
 HZ0682'ROOM WHICH IS THE SOUTHERN RAILWAY STATION, 59 FEET WEST OF THE
 HZ0682'WEST RAIL OF A SWITCH TRACK, 39 FEET NORTHWEST OF A POWER LINE
 HZ0682'POLE, 20 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 25, 1 FOOT
 HZ0682'NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 HZ0682'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HZ0682
 HZ0682                          STATION RECOVERY (1964)
 HZ0682
 HZ0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0682'MARK NOT FOUND.
 HZ0682
 HZ0682                          STATION RECOVERY (1985)
 HZ0682
 HZ0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0682'NOT RECOVERED, THE RAILROAD STATION AT CRITTENDEN HAS BEEN RAZED AND
 HZ0682'EXACT LOCATION COULD NOT BE DETERMINED. ALSO REPORTED NOT RECOVERED IN
 HZ0682'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0053 ***********************************************************************
 HZ0053  DESIGNATION -  930.3
 HZ0053  PID         -  HZ0053
 HZ0053  STATE/COUNTY-  KY/PENDLETON
 HZ0053  USGS QUAD   -  GOFORTH (1987)
 HZ0053
 HZ0053                         *CURRENT SURVEY CONTROL
 HZ0053  ___________________________________________________________________
 HZ0053* NAD 83(1986)-  38 38 15.     (N)    084 29 18.     (W)     SCALED    
 HZ0053* NAVD 88     -       283.279  (meters)     929.39   (feet)  ADJUSTED  
 HZ0053  ___________________________________________________________________
 HZ0053  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HZ0053  DYNAMIC HT  -         283.087 (meters)     928.76  (feet)  COMP
 HZ0053  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 HZ0053
 HZ0053  VERT ORDER  -  SECOND    CLASS 0
 HZ0053
 HZ0053.The horizontal coordinates were scaled from a topographic map and have
 HZ0053.an estimated accuracy of +/- 6 seconds.
 HZ0053
 HZ0053.The orthometric height was determined by differential leveling
 HZ0053.and adjusted by the National Geodetic Survey in June 1991..
 HZ0053
 HZ0053.The geoid height was determined by GEOID03.
 HZ0053
 HZ0053.The dynamic height is computed by dividing the NAVD 88
 HZ0053.geopotential number by the normal gravity value computed on the
 HZ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0053.degrees latitude (g = 980.6199 gals.).
 HZ0053
 HZ0053.The modeled gravity was interpolated from observed gravity values.
 HZ0053
 HZ0053;                    North         East    Units  Estimated Accuracy
 HZ0053;SPC KY1Z     - 1,256,470.    1,609,850.      MT  (+/- 180 meters Scaled)
 HZ0053
 HZ0053                          SUPERSEDED SURVEY CONTROL
 HZ0053
 HZ0053  NGVD 29 (??/??/92)  283.488  (m)          930.08   (f) ADJ UNCH    2 0
 HZ0053
 HZ0053.Superseded values are not recommended for survey control.
 HZ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0053.See file dsdata.txt to determine how the superseded data were derived.
 HZ0053
 HZ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH186795(NAD 83)
 HZ0053_MARKER: N = NAIL
 HZ0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0053_SP_SET: LOCUST STUMP
 HZ0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0053
 HZ0053  HISTORY     - Date     Condition        Report By
 HZ0053  HISTORY     - UNK      MONUMENTED       USGS
 HZ0053  HISTORY     - 1955     GOOD             NGS
 HZ0053
 HZ0053                          STATION DESCRIPTION
 HZ0053
 HZ0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0053'11.6 MI WSW FROM FALMOUTH.
 HZ0053'2.2 MILES NORTHWEST ALONG U.S. HIGHWAY 27 AND STATE HIGHWAY 22
 HZ0053'FROM THE JUNCTION OF THESE HIGHWAYS AT THE NORTHWEST PART OF
 HZ0053'FALMOUTH, THENCE 9.4 MILES WEST AND SOUTHWEST ALONG STATE HIGHWAY
 HZ0053'22, 1.05 MILE WEST OF JUNCTION OF STATE HIGHWAY 1054, AT VILLAGE
 HZ0053'OF LOCUST GROVE, AT GRAVEL ROAD SOUTH, ACROSS HIGHWAY FROM STORE,
 HZ0053'28.0 FEET SOUTHEAST OF CENTER OF HIGHWAY, 47.0 FEET EAST OF CENTER
 HZ0053'OF ROAD SOUTH, IN LOCUST STUMP NOW USED AS FENCE POST, ABOUT 2
 HZ0053'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0712 ***********************************************************************
 HZ0712  DESIGNATION -  931
 HZ0712  PID         -  HZ0712
 HZ0712  STATE/COUNTY-  KY/GRANT
 HZ0712  USGS QUAD   -  MASON (1976)
 HZ0712
 HZ0712                         *CURRENT SURVEY CONTROL
 HZ0712  ___________________________________________________________________
 HZ0712* NAD 83(1986)-  38 34 48.     (N)    084 34 51.     (W)     SCALED    
 HZ0712* NAVD 88     -       283.617  (meters)     930.50   (feet)  ADJUSTED  
 HZ0712  ___________________________________________________________________
 HZ0712  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0712  DYNAMIC HT  -         283.422 (meters)     929.86  (feet)  COMP
 HZ0712  MODELED GRAV-     979,930.9   (mgal)                       NAVD 88
 HZ0712
 HZ0712  VERT ORDER  -  FIRST     CLASS II
 HZ0712
 HZ0712.The horizontal coordinates were scaled from a topographic map and have
 HZ0712.an estimated accuracy of +/- 6 seconds.
 HZ0712
 HZ0712.The orthometric height was determined by differential leveling
 HZ0712.and adjusted by the National Geodetic Survey in June 1991..
 HZ0712.WARNING-Repeat measurements at this control monument indicate possible
 HZ0712.vertical movement.
 HZ0712
 HZ0712.The geoid height was determined by GEOID03.
 HZ0712
 HZ0712.The dynamic height is computed by dividing the NAVD 88
 HZ0712.geopotential number by the normal gravity value computed on the
 HZ0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0712.degrees latitude (g = 980.6199 gals.).
 HZ0712
 HZ0712.The modeled gravity was interpolated from observed gravity values.
 HZ0712
 HZ0712;                    North         East    Units  Estimated Accuracy
 HZ0712;SPC KY1Z     - 1,249,990.    1,601,870.      MT  (+/- 180 meters Scaled)
 HZ0712
 HZ0712                          SUPERSEDED SURVEY CONTROL
 HZ0712
 HZ0712  NGVD 29 (??/??/92)  283.790  (m)          931.07   (f) ADJ UNCH    1 2
 HZ0712
 HZ0712.Superseded values are not recommended for survey control.
 HZ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0712.See file dsdata.txt to determine how the superseded data were derived.
 HZ0712
 HZ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH107729(NAD 83)
 HZ0712_MARKER: DD = SURVEY DISK
 HZ0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0712_STAMPING: 931 50 EOM 1949
 HZ0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0712+STABILITY: SURFACE MOTION
 HZ0712
 HZ0712  HISTORY     - Date     Condition        Report By
 HZ0712  HISTORY     - 1949     MONUMENTED       USGS
 HZ0712  HISTORY     - 1965     GOOD             NGS
 HZ0712  HISTORY     - 1985     MARK NOT FOUND   NGS
 HZ0712
 HZ0712                          STATION DESCRIPTION
 HZ0712
 HZ0712'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HZ0712'0.6 MI N FROM MASON.
 HZ0712'0.6 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT MASON,
 HZ0712'ABOUT 95 YARDS NORTH OF MILE POST 42, AT A NORTHEAST-SOUTHWEST ROAD
 HZ0712'CROSSING, 34.8 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 HZ0712'29 FEET SOUTHEAST OF THE CENTER OF A CURCULAR BATTERY WELL, 15 1/2
 HZ0712'FEET WEST OF A FENCE LINE, 48 FEET SOUTHEAST OF THE CENTER OF THE
 HZ0712'CROSSING OF THE EAST TRACK, 2 FEET NORTHWEST OF TELEPHONE POLE NO.
 HZ0712'G, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET
 HZ0712'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0712'6 INCHES.  NOTE-- THE SOUTHERN RAILWAY STATION IN MASON HAS BEEN
 HZ0712'DESTROYED AND THE MILEAGE SHOULD BE TAKEN FROM THE NORTH END OF A
 HZ0712'RAILROAD SIDING WHICH IS IN THE VICINITY OF THE FORMER SITE OF THE
 HZ0712'RAILROAD STATION.
 HZ0712
 HZ0712                          STATION RECOVERY (1965)
 HZ0712
 HZ0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HZ0712'RECOVERED IN GOOD CONDITION.
 HZ0712
 HZ0712                          STATION RECOVERY (1985)
 HZ0712
 HZ0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0712'NOT RECOVERED, THE DESCRIBED LOCATION IS UNDER ABOUT 4 FEET OF FILL
 HZ0712'DIRT, THE MARK COULD BE THERE BUT WAS NOT DUG FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0837 ***********************************************************************
 GY0837  DESIGNATION -  933
 GY0837  PID         -  GY0837
 GY0837  STATE/COUNTY-  KY/PIKE
 GY0837  USGS QUAD   -  DORTON (1992)
 GY0837
 GY0837                         *CURRENT SURVEY CONTROL
 GY0837  ___________________________________________________________________
 GY0837* NAD 83(1986)-  37 18 22.     (N)    082 36 36.     (W)     SCALED    
 GY0837* NAVD 88     -       284.118  (meters)     932.14   (feet)  ADJUSTED  
 GY0837  ___________________________________________________________________
 GY0837  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY0837  DYNAMIC HT  -         283.889 (meters)     931.39  (feet)  COMP
 GY0837  MODELED GRAV-     979,816.9   (mgal)                       NAVD 88
 GY0837
 GY0837  VERT ORDER  -  SECOND    CLASS 0
 GY0837
 GY0837.The horizontal coordinates were scaled from a topographic map and have
 GY0837.an estimated accuracy of +/- 6 seconds.
 GY0837
 GY0837.The orthometric height was determined by differential leveling
 GY0837.and adjusted by the National Geodetic Survey in June 1991..
 GY0837
 GY0837.The geoid height was determined by GEOID03.
 GY0837
 GY0837.The dynamic height is computed by dividing the NAVD 88
 GY0837.geopotential number by the normal gravity value computed on the
 GY0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0837.degrees latitude (g = 980.6199 gals.).
 GY0837
 GY0837.The modeled gravity was interpolated from observed gravity values.
 GY0837
 GY0837;                    North         East    Units  Estimated Accuracy
 GY0837;SPC KY1Z     - 1,112,650.    1,778,310.      MT  (+/- 180 meters Scaled)
 GY0837
 GY0837                          SUPERSEDED SURVEY CONTROL
 GY0837
 GY0837  NGVD 29 (??/??/92)  284.303  (m)          932.75   (f) ADJ UNCH    2 0
 GY0837
 GY0837.Superseded values are not recommended for survey control.
 GY0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0837.See file dsdata.txt to determine how the superseded data were derived.
 GY0837
 GY0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB573300(NAD 83)
 GY0837_MARKER: DD = SURVEY DISK
 GY0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0837_SP_SET: BRIDGE
 GY0837_STAMPING: KENTUCKY 932.751
 GY0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0837
 GY0837  HISTORY     - Date     Condition        Report By
 GY0837  HISTORY     - UNK      MONUMENTED       USGS
 GY0837  HISTORY     - 1956     GOOD             NGS
 GY0837
 GY0837                          STATION DESCRIPTION
 GY0837
 GY0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0837'3.9 MI SW FROM VIRGIE.
 GY0837'3.9 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 GY0837'THE STATION SIGN AT VIRGIE, 3.15 MILES NORTH OF THE STATION SIGN AT
 GY0837'DORTON, 11.5 FEET NORTHWEST OF THE NORTHWEST RAIL, IN THE TOP OF
 GY0837'THE NORTHWEST END OF NORTHEAST SEAT OF BRIDGE NO. 145 OVER SHELBY
 GY0837'CREEK, 6 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1098 ***********************************************************************
 HZ1098  DESIGNATION -  936.20
 HZ1098  PID         -  HZ1098
 HZ1098  STATE/COUNTY-  KY/HENRY
 HZ1098  USGS QUAD   -  EMINENCE (1978)
 HZ1098
 HZ1098                         *CURRENT SURVEY CONTROL
 HZ1098  ___________________________________________________________________
 HZ1098* NAD 83(1986)-  38 22 12.     (N)    085 10 48.     (W)     SCALED    
 HZ1098* NAVD 88     -       285.135  (meters)     935.48   (feet)  ADJUSTED  
 HZ1098  ___________________________________________________________________
 HZ1098  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ1098  DYNAMIC HT  -         284.942 (meters)     934.85  (feet)  COMP
 HZ1098  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 HZ1098
 HZ1098  VERT ORDER  -  SECOND    CLASS 0
 HZ1098
 HZ1098.The horizontal coordinates were scaled from a topographic map and have
 HZ1098.an estimated accuracy of +/- 6 seconds.
 HZ1098
 HZ1098.The orthometric height was determined by differential leveling
 HZ1098.and adjusted by the National Geodetic Survey in June 1991..
 HZ1098
 HZ1098.The geoid height was determined by GEOID03.
 HZ1098
 HZ1098.The dynamic height is computed by dividing the NAVD 88
 HZ1098.geopotential number by the normal gravity value computed on the
 HZ1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1098.degrees latitude (g = 980.6199 gals.).
 HZ1098
 HZ1098.The modeled gravity was interpolated from observed gravity values.
 HZ1098
 HZ1098;                    North         East    Units  Estimated Accuracy
 HZ1098;SPC KY1Z     - 1,226,190.    1,549,810.      MT  (+/- 180 meters Scaled)
 HZ1098
 HZ1098                          SUPERSEDED SURVEY CONTROL
 HZ1098
 HZ1098  NGVD 29 (??/??/92)  285.290  (m)          935.99   (f) ADJ UNCH    2 0
 HZ1098
 HZ1098.Superseded values are not recommended for survey control.
 HZ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1098.See file dsdata.txt to determine how the superseded data were derived.
 HZ1098
 HZ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH589484(NAD 83)
 HZ1098_MARKER: Q = CHISELED SQUARE
 HZ1098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1098_SP_SET: CULVERT
 HZ1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1098
 HZ1098  HISTORY     - Date     Condition        Report By
 HZ1098  HISTORY     - UNK      MONUMENTED       USGS
 HZ1098  HISTORY     - 1935     GOOD             NGS
 HZ1098
 HZ1098                          STATION DESCRIPTION
 HZ1098
 HZ1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HZ1098'AT EMINENCE.
 HZ1098'AT EMINENCE, HENRY COUNTY, ON THE LOUISIVLLE AND NASHVILLE
 HZ1098'RAILROAD 55 YARDS SOUTHEAST OF THE STATION, AT THE NORTHEAST
 HZ1098'CORNER OF THE CROSSING OF MAIN STREET, 3.1 FEET NORTHEAST OF THE
 HZ1098'NORTHEAST RAIL, AT A CONCRETE CULVERT, ON THE TOP OF THE
 HZ1098'NORTHWEST CORNER, AND LEVEL WITH THE TRACK.  A 1-1/4-INCH OUTLINED
 HZ1098'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1327 ***********************************************************************
 GZ1327  DESIGNATION -  943
 GZ1327  PID         -  GZ1327
 GZ1327  STATE/COUNTY-  KY/LINCOLN
 GZ1327  USGS QUAD   -  STANFORD (1979)
 GZ1327
 GZ1327                         *CURRENT SURVEY CONTROL
 GZ1327  ___________________________________________________________________
 GZ1327* NAD 83(1986)-  37 30 16.     (N)    084 43 19.     (W)     SCALED    
 GZ1327* NAVD 88     -       287.370  (meters)     942.81   (feet)  ADJUSTED  
 GZ1327  ___________________________________________________________________
 GZ1327  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GZ1327  DYNAMIC HT  -         287.147 (meters)     942.08  (feet)  COMP
 GZ1327  MODELED GRAV-     979,846.0   (mgal)                       NAVD 88
 GZ1327
 GZ1327  VERT ORDER  -  SECOND    CLASS 0
 GZ1327
 GZ1327.The horizontal coordinates were scaled from a topographic map and have
 GZ1327.an estimated accuracy of +/- 6 seconds.
 GZ1327
 GZ1327.The orthometric height was determined by differential leveling
 GZ1327.and adjusted by the National Geodetic Survey in June 1991..
 GZ1327
 GZ1327.The geoid height was determined by GEOID03.
 GZ1327
 GZ1327.The dynamic height is computed by dividing the NAVD 88
 GZ1327.geopotential number by the normal gravity value computed on the
 GZ1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1327.degrees latitude (g = 980.6199 gals.).
 GZ1327
 GZ1327.The modeled gravity was interpolated from observed gravity values.
 GZ1327
 GZ1327;                    North         East    Units  Estimated Accuracy
 GZ1327;SPC KY1Z     - 1,130,470.    1,590,890.      MT  (+/- 180 meters Scaled)
 GZ1327
 GZ1327                          SUPERSEDED SURVEY CONTROL
 GZ1327
 GZ1327  NGVD 29 (??/??/92)  287.511  (m)          943.28   (f) ADJ UNCH    2 0
 GZ1327
 GZ1327.Superseded values are not recommended for survey control.
 GZ1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1327.See file dsdata.txt to determine how the superseded data were derived.
 GZ1327
 GZ1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG013532(NAD 83)
 GZ1327_MARKER: DD = SURVEY DISK
 GZ1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1327_STAMPING: 943 8 ADP 1950 943.276
 GZ1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1327+STABILITY: SURFACE MOTION
 GZ1327
 GZ1327  HISTORY     - Date     Condition        Report By
 GZ1327  HISTORY     - 1950     MONUMENTED       USGS
 GZ1327  HISTORY     - 1958     GOOD             NGS
 GZ1327  HISTORY     - 1981     GOOD             KYDT
 GZ1327
 GZ1327                          STATION DESCRIPTION
 GZ1327
 GZ1327'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GZ1327'3.8 MI SW FROM STANFORD.
 GZ1327'ABOUT 3.75 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GZ1327'JUNCTION OF U.S. HIGHWAY 150 AT STANFORD, ABOUT 1.5 MILES
 GZ1327'NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 198 AT TURNERSVILLE,
 GZ1327'AT THE JUNCTION OF A DIM ROAD NORTHWEST, 155 FEET SOUTHWEST OF
 GZ1327'THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF A 33-FOOT CONCRETE
 GZ1327'BRIDGE OVER BLUE LICK CREEK, 50 FEET NORTHWEST OF THE CENTER
 GZ1327'LINE OF THE HIGHWAY, 15 FEET SOUTHWEST OF A FENCE CORNER, 25
 GZ1327'FEET SOUTHWEST OF THE CENTER LINE OF A DIM ROAD, 3 1/2 FEET
 GZ1327'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ1327'PROJECTING 3 INCHES.
 GZ1327
 GZ1327                          STATION RECOVERY (1958)
 GZ1327
 GZ1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1327'RECOVERED IN GOOD CONDITION.
 GZ1327
 GZ1327                          STATION RECOVERY (1981)
 GZ1327
 GZ1327'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1328 ***********************************************************************
 GZ1328  DESIGNATION -  943 RM
 GZ1328  PID         -  GZ1328
 GZ1328  STATE/COUNTY-  KY/LINCOLN
 GZ1328  USGS QUAD   -  STANFORD (1979)
 GZ1328
 GZ1328                         *CURRENT SURVEY CONTROL
 GZ1328  ___________________________________________________________________
 GZ1328* NAD 83(1986)-  37 30 16.     (N)    084 43 19.     (W)     SCALED    
 GZ1328* NAVD 88     -       288.167  (meters)     945.43   (feet)  ADJUSTED  
 GZ1328  ___________________________________________________________________
 GZ1328  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GZ1328  DYNAMIC HT  -         287.943 (meters)     944.69  (feet)  COMP
 GZ1328  MODELED GRAV-     979,846.0   (mgal)                       NAVD 88
 GZ1328
 GZ1328  VERT ORDER  -  SECOND    CLASS 0
 GZ1328
 GZ1328.The horizontal coordinates were scaled from a topographic map and have
 GZ1328.an estimated accuracy of +/- 6 seconds.
 GZ1328
 GZ1328.The orthometric height was determined by differential leveling
 GZ1328.and adjusted by the National Geodetic Survey in June 1991..
 GZ1328
 GZ1328.The geoid height was determined by GEOID03.
 GZ1328
 GZ1328.The dynamic height is computed by dividing the NAVD 88
 GZ1328.geopotential number by the normal gravity value computed on the
 GZ1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1328.degrees latitude (g = 980.6199 gals.).
 GZ1328
 GZ1328.The modeled gravity was interpolated from observed gravity values.
 GZ1328
 GZ1328;                    North         East    Units  Estimated Accuracy
 GZ1328;SPC KY1Z     - 1,130,470.    1,590,890.      MT  (+/- 180 meters Scaled)
 GZ1328
 GZ1328                          SUPERSEDED SURVEY CONTROL
 GZ1328
 GZ1328  NGVD 29 (??/??/92)  288.307  (m)          945.89   (f) ADJ UNCH    2 0
 GZ1328
 GZ1328.Superseded values are not recommended for survey control.
 GZ1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1328.See file dsdata.txt to determine how the superseded data were derived.
 GZ1328
 GZ1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG013532(NAD 83)
 GZ1328_MARKER: Q = CHISELED SQUARE
 GZ1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1328_SP_SET: BRIDGE ABUTMENT
 GZ1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1328
 GZ1328  HISTORY     - Date     Condition        Report By
 GZ1328  HISTORY     - UNK      MONUMENTED       USGS
 GZ1328  HISTORY     - 1950     GOOD             NGS
 GZ1328  HISTORY     - 1975     GOOD             NGS
 GZ1328
 GZ1328                          STATION DESCRIPTION
 GZ1328
 GZ1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1328'3.8 MI SW FROM STANFORD.
 GZ1328'ABOUT 3.75 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GZ1328'JUNCTION OF U.S. HIGHWAY 150 AT STANFORD, ABOUT 1.5 MILES
 GZ1328'NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 198 AT TURNERSVILLE,
 GZ1328'A CHISELED SQUARE ON THE NORTHWEST END OF THE SOUTHWEST ABUTMENT
 GZ1328'OF A 33-FOOT CONCRETE BRIDGE OVER BLUE LICK CREEK, 12 FEET
 GZ1328'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 GZ1328'WITH THE HIGHWAY.
 GZ1328
 GZ1328                          STATION RECOVERY (1975)
 GZ1328
 GZ1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GZ1328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0058 ***********************************************************************
 HA0058  DESIGNATION -  95=953
 HA0058  PID         -  HA0058
 HA0058  STATE/COUNTY-  KY/MEADE
 HA0058  USGS QUAD   -  ROCK HAVEN (1991)
 HA0058
 HA0058                         *CURRENT SURVEY CONTROL
 HA0058  ___________________________________________________________________
 HA0058* NAD 83(1986)-  37 57 27.     (N)    086 03 11.     (W)     SCALED    
 HA0058* NAVD 88     -       133.259  (meters)     437.20   (feet)  ADJUSTED  
 HA0058  ___________________________________________________________________
 HA0058  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HA0058  DYNAMIC HT  -         133.165 (meters)     436.89  (feet)  COMP
 HA0058  MODELED GRAV-     979,919.8   (mgal)                       NAVD 88
 HA0058
 HA0058  VERT ORDER  -  FIRST     CLASS II
 HA0058
 HA0058.The horizontal coordinates were scaled from a topographic map and have
 HA0058.an estimated accuracy of +/- 6 seconds.
 HA0058
 HA0058.The orthometric height was determined by differential leveling
 HA0058.and adjusted by the National Geodetic Survey in June 1991..
 HA0058.WARNING-Repeat measurements at this control monument indicate possible
 HA0058.vertical movement.
 HA0058
 HA0058.The geoid height was determined by GEOID03.
 HA0058
 HA0058.The dynamic height is computed by dividing the NAVD 88
 HA0058.geopotential number by the normal gravity value computed on the
 HA0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0058.degrees latitude (g = 980.6199 gals.).
 HA0058
 HA0058.The modeled gravity was interpolated from observed gravity values.
 HA0058
 HA0058;                    North         East    Units  Estimated Accuracy
 HA0058;SPC KY1Z     - 1,180,300.    1,473,370.      MT  (+/- 180 meters Scaled)
 HA0058
 HA0058                          SUPERSEDED SURVEY CONTROL
 HA0058
 HA0058  NGVD 29 (??/??/92)  133.378  (m)          437.59   (f) ADJ UNCH    1 2
 HA0058
 HA0058.Superseded values are not recommended for survey control.
 HA0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0058.See file dsdata.txt to determine how the superseded data were derived.
 HA0058
 HA0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH831015(NAD 83)
 HA0058_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0058_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0058_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0058_STAMPING: 95
 HA0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0058
 HA0058  HISTORY     - Date     Condition        Report By
 HA0058  HISTORY     - UNK      MONUMENTED       DOD
 HA0058  HISTORY     - 1953     GOOD             NGS
 HA0058  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0058
 HA0058                          STATION DESCRIPTION
 HA0058
 HA0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0058'7.3 MI E FROM BRANDENBURG.
 HA0058'ABOUT 7.3 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0058'FROM THE STATION AT BRANDENBURG, AT ROCK HAVEN, 16 FEET
 HA0058'SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL, 63 FEET WEST-NORTHWEST
 HA0058'OF THE NORTHWEST CORNER OF THE STATION, 28 FEET WEST-NORTHWEST OF
 HA0058'POLE 30/7, 15 FEET EAST-SOUTHEAST OF THE CENTER LINE OF A DIM
 HA0058'CROSS ROAD, 5 FEET EAST-SOUTHEAST OF A RAILROAD CROSSING SIGN,
 HA0058'2 FEET BELOW THE LEVEL OF THE TRACK AND ABOUT FLUSH WITH THE GROUND.
 HA0058'NOTE-- SET IN FILL.
 HA0058
 HA0058                          STATION RECOVERY (1988)
 HA0058
 HA0058'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 HA0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0770 ***********************************************************************
 GZ0770  DESIGNATION -  960.55
 GZ0770  PID         -  GZ0770
 GZ0770  STATE/COUNTY-  KY/LINCOLN
 GZ0770  USGS QUAD   -  HALLS GAP (1987)
 GZ0770
 GZ0770                         *CURRENT SURVEY CONTROL
 GZ0770  ___________________________________________________________________
 GZ0770* NAD 83(1986)-  37 24 33.     (N)    084 44 18.     (W)     SCALED    
 GZ0770* NAVD 88     -       292.617  (meters)     960.03   (feet)  ADJUSTED  
 GZ0770  ___________________________________________________________________
 GZ0770  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GZ0770  DYNAMIC HT  -         292.387 (meters)     959.27  (feet)  COMP
 GZ0770  MODELED GRAV-     979,837.0   (mgal)                       NAVD 88
 GZ0770
 GZ0770  VERT ORDER  -  FIRST     CLASS II
 GZ0770
 GZ0770.The horizontal coordinates were scaled from a topographic map and have
 GZ0770.an estimated accuracy of +/- 6 seconds.
 GZ0770
 GZ0770.The orthometric height was determined by differential leveling
 GZ0770.and adjusted by the National Geodetic Survey in June 1991..
 GZ0770
 GZ0770.The geoid height was determined by GEOID03.
 GZ0770
 GZ0770.The dynamic height is computed by dividing the NAVD 88
 GZ0770.geopotential number by the normal gravity value computed on the
 GZ0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0770.degrees latitude (g = 980.6199 gals.).
 GZ0770
 GZ0770.The modeled gravity was interpolated from observed gravity values.
 GZ0770
 GZ0770;                    North         East    Units  Estimated Accuracy
 GZ0770;SPC KY1Z     - 1,119,890.    1,589,560.      MT  (+/- 180 meters Scaled)
 GZ0770
 GZ0770                          SUPERSEDED SURVEY CONTROL
 GZ0770
 GZ0770  NGVD 29 (??/??/92)  292.762  (m)          960.50   (f) ADJ UNCH    1 2
 GZ0770
 GZ0770.Superseded values are not recommended for survey control.
 GZ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0770.See file dsdata.txt to determine how the superseded data were derived.
 GZ0770
 GZ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG001426(NAD 83)
 GZ0770_MARKER: Q = CHISELED SQUARE
 GZ0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0770_SP_SET: CULVERT
 GZ0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0770
 GZ0770  HISTORY     - Date     Condition        Report By
 GZ0770  HISTORY     - UNK      MONUMENTED       SOURR
 GZ0770  HISTORY     - 1958     GOOD             NGS
 GZ0770
 GZ0770                          STATION DESCRIPTION
 GZ0770
 GZ0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0770'AT SOUTH FORK.
 GZ0770'350 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING, A CHISELED
 GZ0770'SQUARE ON THE TOP OF THE SOUTH CORNER OF THE SOUTHWEST CONCRETE
 GZ0770'HEADWALL OF A 24-INCH PIPE CULVERT, 33 FEET SOUTHWEST OF THE SOUTHWEST
 GZ0770'RAIL OF THE SOUTHWEST TRACK AND ABOUT 5 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1317 ***********************************************************************
 GZ1317  DESIGNATION -  961.95
 GZ1317  PID         -  GZ1317
 GZ1317  STATE/COUNTY-  KY/LINCOLN
 GZ1317  USGS QUAD   -  JUNCTION CITY (1979)
 GZ1317
 GZ1317                         *CURRENT SURVEY CONTROL
 GZ1317  ___________________________________________________________________
 GZ1317* NAD 83(1986)-  37 34 10.     (N)    084 47 56.     (W)     SCALED    
 GZ1317* NAVD 88     -       292.970  (meters)     961.19   (feet)  ADJUSTED  
 GZ1317  ___________________________________________________________________
 GZ1317  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GZ1317  DYNAMIC HT  -         292.741 (meters)     960.43  (feet)  COMP
 GZ1317  MODELED GRAV-     979,839.4   (mgal)                       NAVD 88
 GZ1317
 GZ1317  VERT ORDER  -  FIRST     CLASS II
 GZ1317
 GZ1317.The horizontal coordinates were scaled from a topographic map and have
 GZ1317.an estimated accuracy of +/- 6 seconds.
 GZ1317
 GZ1317.The orthometric height was determined by differential leveling
 GZ1317.and adjusted by the National Geodetic Survey in June 1991..
 GZ1317
 GZ1317.The geoid height was determined by GEOID03.
 GZ1317
 GZ1317.The dynamic height is computed by dividing the NAVD 88
 GZ1317.geopotential number by the normal gravity value computed on the
 GZ1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1317.degrees latitude (g = 980.6199 gals.).
 GZ1317
 GZ1317.The modeled gravity was interpolated from observed gravity values.
 GZ1317
 GZ1317;                    North         East    Units  Estimated Accuracy
 GZ1317;SPC KY1Z     - 1,137,620.    1,584,020.      MT  (+/- 180 meters Scaled)
 GZ1317
 GZ1317                          SUPERSEDED SURVEY CONTROL
 GZ1317
 GZ1317  NGVD 29 (??/??/92)  293.113  (m)          961.65   (f) ADJ UNCH    1 2
 GZ1317
 GZ1317.Superseded values are not recommended for survey control.
 GZ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1317.See file dsdata.txt to determine how the superseded data were derived.
 GZ1317
 GZ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG943603(NAD 83)
 GZ1317_MARKER: Q = CHISELED SQUARE
 GZ1317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1317_SP_SET: SEMAPHORE
 GZ1317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1317
 GZ1317  HISTORY     - Date     Condition        Report By
 GZ1317  HISTORY     - UNK      MONUMENTED       SOURR
 GZ1317  HISTORY     - 1950     GOOD             NGS
 GZ1317  HISTORY     - 1958     MARK NOT FOUND   NGS
 GZ1317
 GZ1317                          STATION DESCRIPTION
 GZ1317
 GZ1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1317'1.3 MI S FROM JUNCTION CITY.
 GZ1317'ABOUT 1.3 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1317'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT JUNCTION
 GZ1317'CITY, 92 FEET NORTHEAST AND ACROSS THE TRACKS FROM MILE POST
 GZ1317'122, A 1 1/2-INCH CHISELED SQUARE ON THE TOP OF THE NORTHWEST
 GZ1317'CORNER OF THE CONCRETE BASE OF SEMAPHORE SIGNAL NO. 122.0, 7 FEET
 GZ1317'EAST OF THE EAST RAIL OF THE EAST TRACK AND ABOUT 1 FOOT
 GZ1317'BELOW THE TRACK.
 GZ1317
 GZ1317                          STATION RECOVERY (1958)
 GZ1317
 GZ1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0358 ***********************************************************************
 JA0358  DESIGNATION -  965 AZ MK
 JA0358  PID         -  JA0358
 JA0358  STATE/COUNTY-  KY/MEADE
 JA0358  USGS QUAD   -  MAUCKPORT (1994)
 JA0358
 JA0358                         *CURRENT SURVEY CONTROL
 JA0358  ___________________________________________________________________
 JA0358* NAD 83(1986)-  38 00 18.     (N)    086 09 57.     (W)     SCALED    
 JA0358* NAVD 88     -       127.872  (meters)     419.53   (feet)  ADJUSTED  
 JA0358  ___________________________________________________________________
 JA0358  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JA0358  DYNAMIC HT  -         127.782 (meters)     419.23  (feet)  COMP
 JA0358  MODELED GRAV-     979,920.4   (mgal)                       NAVD 88
 JA0358
 JA0358  VERT ORDER  -  FIRST     CLASS II
 JA0358
 JA0358.The horizontal coordinates were scaled from a topographic map and have
 JA0358.an estimated accuracy of +/- 6 seconds.
 JA0358
 JA0358.The orthometric height was determined by differential leveling
 JA0358.and adjusted by the National Geodetic Survey in June 1991..
 JA0358
 JA0358.The geoid height was determined by GEOID03.
 JA0358
 JA0358.The dynamic height is computed by dividing the NAVD 88
 JA0358.geopotential number by the normal gravity value computed on the
 JA0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0358.degrees latitude (g = 980.6199 gals.).
 JA0358
 JA0358.The modeled gravity was interpolated from observed gravity values.
 JA0358
 JA0358;                    North         East    Units  Estimated Accuracy
 JA0358;SPC KY1Z     - 1,185,610.    1,463,480.      MT  (+/- 180 meters Scaled)
 JA0358
 JA0358                          SUPERSEDED SURVEY CONTROL
 JA0358
 JA0358  NGVD 29 (??/??/92)  127.986  (m)          419.90   (f) ADJ UNCH    1 2
 JA0358
 JA0358.Superseded values are not recommended for survey control.
 JA0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0358.See file dsdata.txt to determine how the superseded data were derived.
 JA0358
 JA0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH732066(NAD 83)
 JA0358_MARKER: DZ = AZIMUTH MARK DISK
 JA0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0358_STAMPING: 965 U S E D 1947
 JA0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0358+STABILITY: SURFACE MOTION
 JA0358
 JA0358  HISTORY     - Date     Condition        Report By
 JA0358  HISTORY     - 1947     MONUMENTED       CGS
 JA0358  HISTORY     - 1953     GOOD             NGS
 JA0358  HISTORY     - 1964     MARK NOT FOUND   NGS
 JA0358
 JA0358                          STATION DESCRIPTION
 JA0358
 JA0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JA0358'0.2 MI E FROM BRANDENBURG.
 JA0358'0.2 MILE EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 JA0358'BRANDENBURG, AT THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 JA0358'WEST AND SOUTHEAST, 69 FEET NORTHEAST OF CENTER LINE OF ROAD, 52
 JA0358'FEET NORTHEAST OF POWER LINE TRANSFORMER POLE NO. B 923, 63 FEET
 JA0358'SOUTHEAST OF THE SOUTHEAST ONE OF TWO POWER POLES SUPPORTING
 JA0358'CONTROL BOX, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE
 JA0358'TOP OF A CONCRETE POST PROJECTING 12 INCHES.  NOTE-- BELIEVED TO
 JA0358'BE COVERED OR DESTROYED BY ROAD CONSTRUCTION.
 JA0358
 JA0358                          STATION RECOVERY (1964)
 JA0358
 JA0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JA0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0356 ***********************************************************************
 JA0356  DESIGNATION -  965 BOLT USE
 JA0356  PID         -  JA0356
 JA0356  STATE/COUNTY-  KY/MEADE
 JA0356  USGS QUAD   -  MAUCKPORT (1994)
 JA0356
 JA0356                         *CURRENT SURVEY CONTROL
 JA0356  ___________________________________________________________________
 JA0356* NAD 83(1986)-  38 00 17.     (N)    086 10 06.     (W)     SCALED    
 JA0356* NAVD 88     -       128.044  (meters)     420.09   (feet)  ADJUSTED  
 JA0356  ___________________________________________________________________
 JA0356  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JA0356  DYNAMIC HT  -         127.954 (meters)     419.80  (feet)  COMP
 JA0356  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 JA0356
 JA0356  VERT ORDER  -  FIRST     CLASS II
 JA0356
 JA0356.The horizontal coordinates were scaled from a topographic map and have
 JA0356.an estimated accuracy of +/- 6 seconds.
 JA0356
 JA0356.The orthometric height was determined by differential leveling
 JA0356.and adjusted by the National Geodetic Survey in June 1991..
 JA0356.WARNING-Repeat measurements at this control monument indicate possible
 JA0356.vertical movement.
 JA0356
 JA0356.The geoid height was determined by GEOID03.
 JA0356
 JA0356.The dynamic height is computed by dividing the NAVD 88
 JA0356.geopotential number by the normal gravity value computed on the
 JA0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0356.degrees latitude (g = 980.6199 gals.).
 JA0356
 JA0356.The modeled gravity was interpolated from observed gravity values.
 JA0356
 JA0356;                    North         East    Units  Estimated Accuracy
 JA0356;SPC KY1Z     - 1,185,580.    1,463,260.      MT  (+/- 180 meters Scaled)
 JA0356
 JA0356                          SUPERSEDED SURVEY CONTROL
 JA0356
 JA0356  NGVD 29 (??/??/92)  128.158  (m)          420.46   (f) ADJ UNCH    1 2
 JA0356
 JA0356.Superseded values are not recommended for survey control.
 JA0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0356.See file dsdata.txt to determine how the superseded data were derived.
 JA0356
 JA0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH730066(NAD 83)
 JA0356_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0356_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0356
 JA0356  HISTORY     - Date     Condition        Report By
 JA0356  HISTORY     - UNK      MONUMENTED       DOD
 JA0356  HISTORY     - 1953     GOOD             NGS
 JA0356  HISTORY     - 1964     MARK NOT FOUND   NGS
 JA0356
 JA0356                          STATION DESCRIPTION
 JA0356
 JA0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JA0356'AT BRANDENBURG.
 JA0356'AT BRANDENBURG, ABOUT 280 FEET NORTH-NORTHEAST OF NORTHEAST
 JA0356'CORNER OF THE COURT HOUSE, ALONG A ROAD FOLLOWING THE OHIO RIVER
 JA0356'UPSTREAM, 14 FEET SOUTH OF CENTER LINE OF ROAD, 53.32 FEET
 JA0356'NORTHWEST OF RM NO. 1, 36.84 FEET NORTHEAST OF RM NO. 2, 39 FEET
 JA0356'SOUTHEAST AND ACROSS ROAD FROM POWER POLE NO. B 451, 38 FEET
 JA0356'NORTHEAST OF NORTHEAST CORNER OF WARDRIP BROS. GARAGE, AND IS A
 JA0356'U.S.E. 2-INCH CAP ON TOP OF AN IRON PIPE WHICH IS SET ON TOP OF
 JA0356'A CONCRETE PEDESTAL WITH BOLT, THE TOP OF PIPE BEING ABOUT 12
 JA0356'INCHES UNDERGROUND.
 JA0356
 JA0356                          STATION RECOVERY (1964)
 JA0356
 JA0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JA0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA1446 ***********************************************************************
 JA1446  DESIGNATION -  965 CAP
 JA1446  PID         -  JA1446
 JA1446  STATE/COUNTY-  KY/MEADE
 JA1446  USGS QUAD   -  MAUCKPORT (1994)
 JA1446
 JA1446                         *CURRENT SURVEY CONTROL
 JA1446  ___________________________________________________________________
 JA1446* NAD 83(1993)-  38 00 17.48965(N)    086 10 05.88519(W)     ADJUSTED  
 JA1446* NAVD 88     -       128.043  (meters)     420.09   (feet)  ADJUSTED  
 JA1446  ___________________________________________________________________
 JA1446  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 JA1446  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JA1446  DYNAMIC HT  -         127.952 (meters)     419.79  (feet)  COMP
 JA1446  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 JA1446
 JA1446  HORZ ORDER  -  SECOND
 JA1446  VERT ORDER  -  FIRST     CLASS II
 JA1446
 JA1446.The horizontal coordinates were established by classical geodetic methods
 JA1446.and adjusted by the National Geodetic Survey in December 1995..
 JA1446
 JA1446.The orthometric height was determined by differential leveling
 JA1446.and adjusted by the National Geodetic Survey in June 1991..
 JA1446
 JA1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1446
 JA1446.The geoid height was determined by GEOID03.
 JA1446
 JA1446.The dynamic height is computed by dividing the NAVD 88
 JA1446.geopotential number by the normal gravity value computed on the
 JA1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1446.degrees latitude (g = 980.6199 gals.).
 JA1446
 JA1446.The modeled gravity was interpolated from observed gravity values.
 JA1446
 JA1446;                    North         East     Units Scale Factor Converg.
 JA1446;SPC KY1Z     - 1,185,592.447 1,463,265.502   MT  0.99990744   -0 15 24.6
 JA1446;SPC KY1Z     - 3,889,731.22  4,800,730.23   sFT  0.99990744   -0 15 24.6
 JA1446;SPC KY S     -   685,585.737   463,261.591   MT  1.00001384   -0 15 13.3
 JA1446;SPC KY S     - 2,249,292.54  1,519,884.07   sFT  1.00001384   -0 15 13.3
 JA1446;SPC IN E     -   306,152.005    55,944.421   MT  0.99999056   -0 18 32.0
 JA1446;SPC IN E     - 1,004,433.70    183,544.32   sFT  0.99999056   -0 18 32.0
 JA1446;UTM  16      - 4,206,680.370   573,016.720   MT  0.99966566   +0 30 43.6
 JA1446
 JA1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1446!SPC KY1Z     -   0.99998506  x   0.99990744  =   0.99989250
 JA1446!SPC KY S     -   0.99998506  x   1.00001384  =   0.99999890
 JA1446!SPC IN E     -   0.99998506  x   0.99999056  =   0.99997562
 JA1446!UTM  16      -   0.99998506  x   0.99966566  =   0.99965073
 JA1446
 JA1446:                Primary Azimuth Mark                     Grid Az
 JA1446:SPC KY1Z     -  965 AZ MK                                087 31 37.7
 JA1446:SPC KY S     -  965 AZ MK                                087 31 26.4
 JA1446:SPC IN E     -  965 AZ MK                                087 34 45.1
 JA1446:UTM  16      -  965 AZ MK                                086 45 29.5
 JA1446
 JA1446|---------------------------------------------------------------------|
 JA1446| PID    Reference Object                     Distance      Geod. Az  |
 JA1446|                                                           dddmmss.s |
 JA1446| JA0358 965 AZ MK                                          0871613.1 |
 JA1446| JA0357 965 RM 1                             16.185 METERS 14154     |
 JA1446| JA0355 965 RM 2                             11.208 METERS 24859     |
 JA1446| JA1751 MAUCK                               APPROX. 4.5 KM 3340602.1 |
 JA1446|---------------------------------------------------------------------|
 JA1446
 JA1446                          SUPERSEDED SURVEY CONTROL
 JA1446
 JA1446  NAD 83(1986)-  38 00 17.49579(N)    086 10 05.89054(W) AD(       ) 2
 JA1446  NAD 27      -  38 00 17.23500(N)    086 10 06.01000(W) AD(       ) 2
 JA1446  NGVD 29 (??/??/92)  128.158  (m)          420.46   (f) ADJ UNCH    1 2
 JA1446
 JA1446.Superseded values are not recommended for survey control.
 JA1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1446.See file dsdata.txt to determine how the superseded data were derived.
 JA1446
 JA1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7301706680(NAD 83)
 JA1446_MARKER: P = PIPE CAP
 JA1446_SETTING: 0 = UNSPECIFIED SETTING
 JA1446
 JA1446  HISTORY     - Date     Condition        Report By
 JA1446  HISTORY     - 1947     MONUMENTED       USE
 JA1446
 JA1446                          STATION DESCRIPTION
 JA1446
 JA1446'DESCRIBED BY US ENGINEERS 1947 (FXP)
 JA1446'STATION IS IN THE NORTH EDGE OF BRANDENBURG, ABOUT 60 YARDS NORTH OF
 JA1446'THE COURTHOUSE, ABOUT 50 YARDS EAST OF MAIN STREET, ABOUT 100
 JA1446'FEET SOUTH OF THE RIVER BANK, 38 FEET EAST-NORTHEAST OF THE
 JA1446'NORTHEAST CORNER OF A RED-ROOFED BLACKSMITH SHOP, AND 14
 JA1446'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD. THE
 JA1446'STATION MARK IS A COPPER BOLT SET IN A CONCRETE PEDESTAL. A
 JA1446'3-INCH CAP MOUNTED ON A 2-INCH PIPE EXTENDS UP FROM THE COPPER BOLT.
 JA1446'THE CAP BEARS A CROSS AND THE LETTERS U.S., AND IS STAMPED 965. IT
 JA1446'IS ABOUT 6 INCHES BELOW THE GROUND SURFACE.
 JA1446'
 JA1446'REFERENCE MARK NO. 1 IS 53.10 FEET SOUTHEAST OF THE STATION AND 5
 JA1446'FEET NORTHEAST OF THE NORTHEAST CORNER OF A SHED.  THE MARK
 JA1446'PROJECTS 6 INCHES, AND THE DISK IS STAMPED 965 USED NO 1 1947.
 JA1446'
 JA1446'REFERENCE MARK NO. 2 IS 36.77 FEET WEST-SOUTHWEST OF THE STATION AND
 JA1446'2 FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS 6
 JA1446'INCHES, AND THE DISK IS STAMPED USED NO 2 1947.
 JA1446'
 JA1446'AZIMUTH MARK IS 0.1 MILE EAST OF THE STATION, AT THE EDGE OF A WOODS,
 JA1446'ABOUT 100 FEET SOUTH OF THE RIVER BANK, 70 FEET NORTH OF THE
 JA1446'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 20 FEET NORTH OF THE
 JA1446'APPROXIMATE CENTERLINE OF A SMALL DIRT ROAD, AND 4 FEET NORTH OF
 JA1446'WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 JA1446'STAMPED 965 USED 1947.
 JA1446'
 JA1446'TO REACH FROM THE FERRY LANDING IN NORTH BRANDENBURG, GO SOUTH FOR
 JA1446'ABOUT 50 YARDS TO THE FIRST SIDE ROAD LEFT, TURN LEFT AND GO
 JA1446'ABOUT 50 YARDS TO STATION ON RIGHT.
 JA1446'
 JA1446'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0357 ***********************************************************************
 JA0357  DESIGNATION -  965 RM 1
 JA0357  PID         -  JA0357
 JA0357  STATE/COUNTY-  KY/MEADE
 JA0357  USGS QUAD   -  MAUCKPORT (1994)
 JA0357
 JA0357                         *CURRENT SURVEY CONTROL
 JA0357  ___________________________________________________________________
 JA0357* NAD 83(1986)-  38 00 16.     (N)    086 10 10.     (W)     SCALED    
 JA0357* NAVD 88     -       129.906  (meters)     426.20   (feet)  ADJUSTED  
 JA0357  ___________________________________________________________________
 JA0357  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JA0357  DYNAMIC HT  -         129.814 (meters)     425.90  (feet)  COMP
 JA0357  MODELED GRAV-     979,920.7   (mgal)                       NAVD 88
 JA0357
 JA0357  VERT ORDER  -  FIRST     CLASS II
 JA0357
 JA0357.The horizontal coordinates were scaled from a topographic map and have
 JA0357.an estimated accuracy of +/- 6 seconds.
 JA0357
 JA0357.The orthometric height was determined by differential leveling
 JA0357.and adjusted by the National Geodetic Survey in June 1991..
 JA0357
 JA0357.The geoid height was determined by GEOID03.
 JA0357
 JA0357.The dynamic height is computed by dividing the NAVD 88
 JA0357.geopotential number by the normal gravity value computed on the
 JA0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0357.degrees latitude (g = 980.6199 gals.).
 JA0357
 JA0357.The modeled gravity was interpolated from observed gravity values.
 JA0357
 JA0357;                    North         East    Units  Estimated Accuracy
 JA0357;SPC KY1Z     - 1,185,550.    1,463,170.      MT  (+/- 180 meters Scaled)
 JA0357
 JA0357                          SUPERSEDED SURVEY CONTROL
 JA0357
 JA0357  NGVD 29 (??/??/92)  130.024  (m)          426.59   (f) ADJ UNCH    1 2
 JA0357
 JA0357.Superseded values are not recommended for survey control.
 JA0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0357.See file dsdata.txt to determine how the superseded data were derived.
 JA0357
 JA0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH729066(NAD 83)
 JA0357_MARKER: DR = REFERENCE MARK DISK
 JA0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0357_STAMPING: 965 USED NO 1 1947
 JA0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0357+STABILITY: SURFACE MOTION
 JA0357
 JA0357  HISTORY     - Date     Condition        Report By
 JA0357  HISTORY     - 1947     MONUMENTED       CGS
 JA0357  HISTORY     - 1964     GOOD             NGS
 JA0357
 JA0357                          STATION DESCRIPTION
 JA0357
 JA0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 JA0357'AT BRANDENBURG.
 JA0357'AT BRANDENBURG, ABOUT 90 YARDS NORTHEAST OF THE NORTHEAST CORNER
 JA0357'OF THE COURTHOUSE, 56 FEET SOUTH OF THE CENTER LINE OF A BLACK
 JA0357'TOP ROAD THAT PARALLELS THE RIVER, 3.0 FEET NORTHEAST OF THE
 JA0357'NORTHEAST CORNER OF A GARAGE WHICH IS ATTACHED TO THE EAST
 JA0357'SIDE OF THE THOMPSONS BOAT SALES BUILDING, 62.0 FEET WEST OF
 JA0357'THE NORTHWEST CORNER OF A GREY SHINGLED HOUSE, ABOUT 5 FEET ABOVE
 JA0357'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JA0357'THAT IS ABOUT 1 INCH UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0355 ***********************************************************************
 JA0355  DESIGNATION -  965 RM 2
 JA0355  PID         -  JA0355
 JA0355  STATE/COUNTY-  KY/MEADE
 JA0355  USGS QUAD   -  MAUCKPORT (1994)
 JA0355
 JA0355                         *CURRENT SURVEY CONTROL
 JA0355  ___________________________________________________________________
 JA0355* NAD 83(1986)-  38 00 17.     (N)    086 10 09.     (W)     SCALED    
 JA0355* NAVD 88     -       128.982  (meters)     423.17   (feet)  ADJUSTED  
 JA0355  ___________________________________________________________________
 JA0355  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JA0355  DYNAMIC HT  -         128.890 (meters)     422.87  (feet)  COMP
 JA0355  MODELED GRAV-     979,920.7   (mgal)                       NAVD 88
 JA0355
 JA0355  VERT ORDER  -  FIRST     CLASS II
 JA0355
 JA0355.The horizontal coordinates were scaled from a topographic map and have
 JA0355.an estimated accuracy of +/- 6 seconds.
 JA0355
 JA0355.The orthometric height was determined by differential leveling
 JA0355.and adjusted by the National Geodetic Survey in June 1991..
 JA0355
 JA0355.The geoid height was determined by GEOID03.
 JA0355
 JA0355.The dynamic height is computed by dividing the NAVD 88
 JA0355.geopotential number by the normal gravity value computed on the
 JA0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0355.degrees latitude (g = 980.6199 gals.).
 JA0355
 JA0355.The modeled gravity was interpolated from observed gravity values.
 JA0355
 JA0355;                    North         East    Units  Estimated Accuracy
 JA0355;SPC KY1Z     - 1,185,580.    1,463,190.      MT  (+/- 180 meters Scaled)
 JA0355
 JA0355                          SUPERSEDED SURVEY CONTROL
 JA0355
 JA0355  NGVD 29 (??/??/92)  129.095  (m)          423.54   (f) ADJ UNCH    1 2
 JA0355
 JA0355.Superseded values are not recommended for survey control.
 JA0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0355.See file dsdata.txt to determine how the superseded data were derived.
 JA0355
 JA0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH729066(NAD 83)
 JA0355_MARKER: DB = BENCH MARK DISK
 JA0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0355_STAMPING: 965 USED NO 2 1947
 JA0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0355+STABILITY: SURFACE MOTION
 JA0355
 JA0355  HISTORY     - Date     Condition        Report By
 JA0355  HISTORY     - 1947     MONUMENTED       CGS
 JA0355  HISTORY     - 1953     GOOD             NGS
 JA0355  HISTORY     - 1964     MARK NOT FOUND   NGS
 JA0355
 JA0355                          STATION DESCRIPTION
 JA0355
 JA0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JA0355'AT BRANDENBURG.
 JA0355'AT BRANDENBURG, 25 FEET SOUTH OF CENTER LINE OF ROAD PARALLEL
 JA0355'TO RIVER, ABOUT 90 YARDS NORTH-NORTHEAST OF NORTHEAST CORNER OF
 JA0355'COURT HOUSE, 72.84 FEET WEST-NORTHWEST OF RM NO. 1, 38 FEET SOUTH
 JA0355'AND ACROSS ROAD FROM POWER POLE NO. B 451, 36.84 FEET SOUTHWEST
 JA0355'OF STATION, 2 1/2 FEET NORTH OF NORTHEAST CORNER OF WARDRIP
 JA0355'BROS. GARAGE, ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE
 JA0355'TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- THIS MARK WAS
 JA0355'REPORTED COVERED BY CONCRETE WHEN A PLATFORM FOR A BOAT SALES
 JA0355'BUILDING WAS BUILT.
 JA0355
 JA0355                          STATION RECOVERY (1964)
 JA0355
 JA0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JA0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1075 ***********************************************************************
 GB1075  DESIGNATION -  966
 GB1075  PID         -  GB1075
 GB1075  STATE/COUNTY-  KY/WAYNE
 GB1075  USGS QUAD   -  MONTICELLO (1977)
 GB1075
 GB1075                         *CURRENT SURVEY CONTROL
 GB1075  ___________________________________________________________________
 GB1075* NAD 83(1986)-  36 46 32.     (N)    084 48 09.     (W)     SCALED    
 GB1075* NAVD 88     -       294.483  (meters)     966.15   (feet)  ADJUSTED  
 GB1075  ___________________________________________________________________
 GB1075  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GB1075  DYNAMIC HT  -         294.241 (meters)     965.36  (feet)  COMP
 GB1075  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 GB1075
 GB1075  VERT ORDER  -  SECOND    CLASS 0
 GB1075
 GB1075.The horizontal coordinates were scaled from a topographic map and have
 GB1075.an estimated accuracy of +/- 6 seconds.
 GB1075
 GB1075.The orthometric height was determined by differential leveling
 GB1075.and adjusted by the National Geodetic Survey in June 1991..
 GB1075
 GB1075.The geoid height was determined by GEOID03.
 GB1075
 GB1075.The dynamic height is computed by dividing the NAVD 88
 GB1075.geopotential number by the normal gravity value computed on the
 GB1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1075.degrees latitude (g = 980.6199 gals.).
 GB1075
 GB1075.The modeled gravity was interpolated from observed gravity values.
 GB1075
 GB1075;                    North         East    Units  Estimated Accuracy
 GB1075;SPC KY1Z     - 1,049,510.    1,584,590.      MT  (+/- 180 meters Scaled)
 GB1075
 GB1075                          SUPERSEDED SURVEY CONTROL
 GB1075
 GB1075  NGVD 29 (??/??/92)  294.624  (m)          966.61   (f) ADJ UNCH    2 0
 GB1075
 GB1075.Superseded values are not recommended for survey control.
 GB1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1075.See file dsdata.txt to determine how the superseded data were derived.
 GB1075
 GB1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF961722(NAD 83)
 GB1075_MARKER: DD = SURVEY DISK
 GB1075_SETTING: 66 = SET IN ROCK OUTCROP
 GB1075_SP_SET: ROCK OUTCROP
 GB1075_STAMPING: 966.612
 GB1075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1075+STABILITY: POSITION/ELEVATION WELL
 GB1075
 GB1075  HISTORY     - Date     Condition        Report By
 GB1075  HISTORY     - UNK      MONUMENTED       USGS
 GB1075  HISTORY     - 1951     GOOD             NGS
 GB1075  HISTORY     - 1957     POOR             USGS
 GB1075
 GB1075                          STATION DESCRIPTION
 GB1075
 GB1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1075'1.6 MI W FROM BARRIER.
 GB1075'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 GB1075'AT BARRIER, AT A SMALL SETTLEMENT OF OIL VALLEY, SET IN THE TOP
 GB1075'OF AN OUTCROP OF LIMESTONE ABOUT 9 BY 4 FEET, 26 1/2 FEET SOUTHWEST
 GB1075'OF CENTER LINE OF HIGHWAY, 196 FEET WEST OF CENTER OF JUNCTION OF
 GB1075'A ROAD SOUTH, 100 FEET EAST-SOUTHEAST OF GATEWAY ENTRANCE TO A
 GB1075'TWO-STORY WHITE FRAME HOUSE, 6 FEET NORTH OF A 48-INCH OAK TREE
 GB1075'AND ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.  NOTE-- DISK IS BATTERED
 GB1075'SO THAT STAMPING IS NO LONGER LIGIBLE.  ABOUT 1/3 OF DISK IS
 GB1075'BROKEN OFF.  SOUTHWEST SIDE OF DISK IS HIGH POINT.
 GB1075
 GB1075                          STATION RECOVERY (1957)
 GB1075
 GB1075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 GB1075'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2021 ***********************************************************************
 GY2021  DESIGNATION -  972
 GY2021  PID         -  GY2021
 GY2021  STATE/COUNTY-  KY/LETCHER
 GY2021  USGS QUAD   -  VICCO (1992)
 GY2021
 GY2021                         *CURRENT SURVEY CONTROL
 GY2021  ___________________________________________________________________
 GY2021* NAD 83(1986)-  37 07 59.     (N)    083 00 59.     (W)     SCALED    
 GY2021* NAVD 88     -       296.045  (meters)     971.27   (feet)  ADJUSTED  
 GY2021  ___________________________________________________________________
 GY2021  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GY2021  DYNAMIC HT  -         295.801 (meters)     970.47  (feet)  COMP
 GY2021  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 GY2021
 GY2021  VERT ORDER  -  FIRST     CLASS I
 GY2021
 GY2021.The horizontal coordinates were scaled from a topographic map and have
 GY2021.an estimated accuracy of +/- 6 seconds.
 GY2021
 GY2021.The orthometric height was determined by differential leveling
 GY2021.and adjusted by the National Geodetic Survey in June 1991..
 GY2021
 GY2021.The geoid height was determined by GEOID03.
 GY2021
 GY2021.The dynamic height is computed by dividing the NAVD 88
 GY2021.geopotential number by the normal gravity value computed on the
 GY2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2021.degrees latitude (g = 980.6199 gals.).
 GY2021
 GY2021.The modeled gravity was interpolated from observed gravity values.
 GY2021
 GY2021;                    North         East    Units  Estimated Accuracy
 GY2021;SPC KY1Z     - 1,092,310.    1,742,860.      MT  (+/- 180 meters Scaled)
 GY2021
 GY2021                          SUPERSEDED SURVEY CONTROL
 GY2021
 GY2021  NGVD 29 (??/??/92)  296.193  (m)          971.76   (f) ADJ UNCH    1 1
 GY2021
 GY2021.Superseded values are not recommended for survey control.
 GY2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2021.See file dsdata.txt to determine how the superseded data were derived.
 GY2021
 GY2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB208115(NAD 83)
 GY2021_MARKER: DD = SURVEY DISK
 GY2021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2021_SP_SET: BRIDGE
 GY2021_STAMPING: KENTUCKY 971.760
 GY2021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2021
 GY2021  HISTORY     - Date     Condition        Report By
 GY2021  HISTORY     - UNK      MONUMENTED       USGS
 GY2021  HISTORY     - 1967     GOOD             NGS
 GY2021
 GY2021                          STATION DESCRIPTION
 GY2021
 GY2021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY2021'18.4 MI W FROM WHITESBURG.
 GY2021'ABOUT 0.9 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY2021'RAILROAD FROM THE STATION AT WHITESBURG, THENCE 0.15 MILE WEST
 GY2021'ALONG STATE HIGHWAY 15, THENCE 17.35 MILES WEST ALONG THE
 GY2021'LOUISVILLE AND NASHVILLE RAILROAD, 2.9 MILES WEST OF THE POST
 GY2021'OFFICE AT THE SMALL COMMUNITY OF BLACKEY, 6 1/2 POLES SOUTHEAST OF
 GY2021'MILEPOST 265, 9 FEET NORTH OF THE NORTH RAIL OF THE TRACK A
 GY2021'U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF THE NORTHEAST
 GY2021'END OF THE EAST STONE PIER OF RAILROAD BRIDGE NUMBER 112 OVER
 GY2021'THE NORTH FORK KENTUCKY RIVER, 3.4 FEET NORTHEAST OF THE EAST
 GY2021'END OF THE NORTH STEEL RAILING OF THE BRIDGE, AND ABOUT 9 FEET
 GY2021'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0333 ***********************************************************************
 HZ0333  DESIGNATION -  975.6
 HZ0333  PID         -  HZ0333
 HZ0333  STATE/COUNTY-  KY/FAYETTE
 HZ0333  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0333
 HZ0333                         *CURRENT SURVEY CONTROL
 HZ0333  ___________________________________________________________________
 HZ0333* NAD 83(1986)-  38 02 18.     (N)    084 35 57.     (W)     SCALED    
 HZ0333* NAVD 88     -       297.190  (meters)     975.03   (feet)  ADJUSTED  
 HZ0333  ___________________________________________________________________
 HZ0333  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ0333  DYNAMIC HT  -         296.971 (meters)     974.31  (feet)  COMP
 HZ0333  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 HZ0333
 HZ0333  VERT ORDER  -  FIRST     CLASS II
 HZ0333
 HZ0333.This mark is at Blue Grass Airport (LEX)
 HZ0333
 HZ0333.The horizontal coordinates were scaled from a topographic map and have
 HZ0333.an estimated accuracy of +/- 6 seconds.
 HZ0333
 HZ0333.The orthometric height was determined by differential leveling
 HZ0333.and adjusted by the National Geodetic Survey in June 1991..
 HZ0333
 HZ0333.The geoid height was determined by GEOID03.
 HZ0333
 HZ0333.The dynamic height is computed by dividing the NAVD 88
 HZ0333.geopotential number by the normal gravity value computed on the
 HZ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0333.degrees latitude (g = 980.6199 gals.).
 HZ0333
 HZ0333.The modeled gravity was interpolated from observed gravity values.
 HZ0333
 HZ0333;                    North         East    Units  Estimated Accuracy
 HZ0333;SPC KY1Z     - 1,189,850.    1,601,020.      MT  (+/- 180 meters Scaled)
 HZ0333
 HZ0333                          SUPERSEDED SURVEY CONTROL
 HZ0333
 HZ0333  NGVD 29 (??/??/92)  297.345  (m)          975.54   (f) ADJ UNCH    1 2
 HZ0333
 HZ0333.Superseded values are not recommended for survey control.
 HZ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0333.See file dsdata.txt to determine how the superseded data were derived.
 HZ0333
 HZ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH106127(NAD 83)
 HZ0333_MARKER: Z = SEE DESCRIPTION
 HZ0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0333_SP_SET: CONCRETE APRON
 HZ0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0333
 HZ0333  HISTORY     - Date     Condition        Report By
 HZ0333  HISTORY     - UNK      MONUMENTED       CGS
 HZ0333  HISTORY     - 1949     GOOD             NGS
 HZ0333  HISTORY     - 1958     GOOD             NGS
 HZ0333
 HZ0333                          STATION DESCRIPTION
 HZ0333
 HZ0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0333'4.8 MI W FROM LEXINGTON.
 HZ0333'ABOUT 4.35 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE OVERPASS OVER
 HZ0333'THE SOUTHERN RAILWAY AT LEXINGTON, THENCE ABOUT 0.4 MILE SOUTH
 HZ0333'ALONG A ROAD TO BLUE GRASS AIRPORT, AT THE AIRPORT, 229 FEET
 HZ0333'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE ADMINISTRATION BUILDING,
 HZ0333'209 FEET WEST-NORTHWEST OF A MONUMENT TO T. WARD HAVERLY, THE TOP
 HZ0333'OF A 3/4-INCH STEEL ROD PROJECTING 1/4-INCH ABOVE A 1 1/2-FOOT
 HZ0333'BLACK TOP SQUARE IN A CONCRETE APRON.
 HZ0333
 HZ0333                          STATION RECOVERY (1958)
 HZ0333
 HZ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0330 ***********************************************************************
 HZ0330  DESIGNATION -  976.2
 HZ0330  PID         -  HZ0330
 HZ0330  STATE/COUNTY-  KY/FAYETTE
 HZ0330  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0330
 HZ0330                         *CURRENT SURVEY CONTROL
 HZ0330  ___________________________________________________________________
 HZ0330* NAD 83(1986)-  38 02 17.     (N)    084 35 56.     (W)     SCALED    
 HZ0330* NAVD 88     -       297.376  (meters)     975.64   (feet)  ADJUSTED  
 HZ0330  ___________________________________________________________________
 HZ0330  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ0330  DYNAMIC HT  -         297.157 (meters)     974.92  (feet)  COMP
 HZ0330  MODELED GRAV-     979,884.3   (mgal)                       NAVD 88
 HZ0330
 HZ0330  VERT ORDER  -  FIRST     CLASS II
 HZ0330
 HZ0330.The horizontal coordinates were scaled from a topographic map and have
 HZ0330.an estimated accuracy of +/- 6 seconds.
 HZ0330
 HZ0330.The orthometric height was determined by differential leveling
 HZ0330.and adjusted by the National Geodetic Survey in June 1991..
 HZ0330
 HZ0330.The geoid height was determined by GEOID03.
 HZ0330
 HZ0330.The dynamic height is computed by dividing the NAVD 88
 HZ0330.geopotential number by the normal gravity value computed on the
 HZ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0330.degrees latitude (g = 980.6199 gals.).
 HZ0330
 HZ0330.The modeled gravity was interpolated from observed gravity values.
 HZ0330
 HZ0330;                    North         East    Units  Estimated Accuracy
 HZ0330;SPC KY1Z     - 1,189,820.    1,601,040.      MT  (+/- 180 meters Scaled)
 HZ0330
 HZ0330                          SUPERSEDED SURVEY CONTROL
 HZ0330
 HZ0330  NGVD 29 (??/??/92)  297.531  (m)          976.15   (f) ADJ UNCH    1 2
 HZ0330
 HZ0330.Superseded values are not recommended for survey control.
 HZ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0330.See file dsdata.txt to determine how the superseded data were derived.
 HZ0330
 HZ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH107127(NAD 83)
 HZ0330_MARKER: Q = CHISELED SQUARE
 HZ0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0330_SP_SET: BUILDING
 HZ0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0330
 HZ0330  HISTORY     - Date     Condition        Report By
 HZ0330  HISTORY     - 1949     MONUMENTED       CGS
 HZ0330  HISTORY     - 1970     MARK NOT FOUND   NGS
 HZ0330
 HZ0330                          STATION DESCRIPTION
 HZ0330
 HZ0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0330'4.8 MI W FROM LEXINGTON.
 HZ0330'ABOUT 4.35 MILES WEST ALONG U.S. HIGHWAY 60 FROM ITS OVERPASS OVER
 HZ0330'THE SOUTHERN RAILWAY AT LEXINGTON, THENCE ABOUT 0.4 MILE SOUTH
 HZ0330'ALONG A DRIVE TO BLUE GRASS AIRPORT, AT THE AIRPORT, AT THE EAST
 HZ0330'ENTRANCE TO THE ADMINISTRATION BUILDING, A 1 1/2-INCH OUTLINED
 HZ0330'SQUARE IN THE SOUTHEAST CORNER OF THE LOWEST STEP TO ENTRANCE,
 HZ0330'AND 7 FEET EAST OF THE EAST FACE OF THE BUILDING.  NOTE-- THERE
 HZ0330'IS NO CHISELED SQUARE ON THE PRESENT STEPS TO THE ADMINISTRATION
 HZ0330'BUILDING
 HZ0330
 HZ0330                          STATION RECOVERY (1970)
 HZ0330
 HZ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HZ0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0337 ***********************************************************************
 HZ0337  DESIGNATION -  984
 HZ0337  PID         -  HZ0337
 HZ0337  STATE/COUNTY-  KY/FAYETTE
 HZ0337  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0337
 HZ0337                         *CURRENT SURVEY CONTROL
 HZ0337  ___________________________________________________________________
 HZ0337* NAD 83(1986)-  38 02 23.     (N)    084 30 14.     (W)     SCALED    
 HZ0337* NAVD 88     -       299.599  (meters)     982.93   (feet)  ADJUSTED  
 HZ0337  ___________________________________________________________________
 HZ0337  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 HZ0337  DYNAMIC HT  -         299.379 (meters)     982.21  (feet)  COMP
 HZ0337  MODELED GRAV-     979,889.2   (mgal)                       NAVD 88
 HZ0337
 HZ0337  VERT ORDER  -  FIRST     CLASS II
 HZ0337
 HZ0337.The horizontal coordinates were scaled from a topographic map and have
 HZ0337.an estimated accuracy of +/- 6 seconds.
 HZ0337
 HZ0337.The orthometric height was determined by differential leveling
 HZ0337.and adjusted by the National Geodetic Survey in June 1991..
 HZ0337
 HZ0337.The geoid height was determined by GEOID03.
 HZ0337
 HZ0337.The dynamic height is computed by dividing the NAVD 88
 HZ0337.geopotential number by the normal gravity value computed on the
 HZ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0337.degrees latitude (g = 980.6199 gals.).
 HZ0337
 HZ0337.The modeled gravity was interpolated from observed gravity values.
 HZ0337
 HZ0337;                    North         East    Units  Estimated Accuracy
 HZ0337;SPC KY1Z     - 1,190,110.    1,609,380.      MT  (+/- 180 meters Scaled)
 HZ0337
 HZ0337                          SUPERSEDED SURVEY CONTROL
 HZ0337
 HZ0337  NGVD 29 (??/??/92)  299.755  (m)          983.45   (f) ADJ UNCH    1 2
 HZ0337
 HZ0337.Superseded values are not recommended for survey control.
 HZ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0337.See file dsdata.txt to determine how the superseded data were derived.
 HZ0337
 HZ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH190131(NAD 83)
 HZ0337_MARKER: DD = SURVEY DISK
 HZ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0337_SP_SET: STONE
 HZ0337_STAMPING: KENTUCKY 984 983.446
 HZ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0337+STABILITY: SURFACE MOTION
 HZ0337
 HZ0337  HISTORY     - Date     Condition        Report By
 HZ0337  HISTORY     - UNK      MONUMENTED       USGS
 HZ0337  HISTORY     - 1949     GOOD             NGS
 HZ0337  HISTORY     - 1958     GOOD             NGS
 HZ0337
 HZ0337                          STATION DESCRIPTION
 HZ0337
 HZ0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0337'AT LEXINGTON.
 HZ0337'AT LEXINGTON, ON THE CAMPUS OF THE UNIVERSITY OF KENTUCKY, AT THE
 HZ0337'EAST CORNER OF THE OLD NATURAL SCIENCE BUILDING (NOW MILLER HALL),
 HZ0337'SET VERTICALLY IN THE NORTHEAST FACE OF THE CORNER STONE (LETTERED
 HZ0337'1897), 1.5 FEET NORTHWEST OF THE EAST CORNER OF THE BUILDING,
 HZ0337'ABOUT 115 YARDS SOUTHEAST OF THE WEST CORNER OF THE ADMINSTRATION
 HZ0337'BUILDING AND 2 1/2 FEET ABOVE THE GROUND.
 HZ0337
 HZ0337                          STATION RECOVERY (1958)
 HZ0337
 HZ0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1308 ***********************************************************************
 GZ1308  DESIGNATION -  987.31
 GZ1308  PID         -  GZ1308
 GZ1308  STATE/COUNTY-  KY/BOYLE
 GZ1308  USGS QUAD   -  JUNCTION CITY (1979)
 GZ1308
 GZ1308                         *CURRENT SURVEY CONTROL
 GZ1308  ___________________________________________________________________
 GZ1308* NAD 83(1986)-  37 35 11.     (N)    084 47 49.     (W)     SCALED    
 GZ1308* NAVD 88     -       300.705  (meters)     986.56   (feet)  ADJUSTED  
 GZ1308  ___________________________________________________________________
 GZ1308  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GZ1308  DYNAMIC HT  -         300.469 (meters)     985.79  (feet)  COMP
 GZ1308  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 GZ1308
 GZ1308  VERT ORDER  -  FIRST     CLASS II
 GZ1308
 GZ1308.The horizontal coordinates were scaled from a topographic map and have
 GZ1308.an estimated accuracy of +/- 6 seconds.
 GZ1308
 GZ1308.The orthometric height was determined by differential leveling
 GZ1308.and adjusted by the National Geodetic Survey in June 1991..
 GZ1308
 GZ1308.The geoid height was determined by GEOID03.
 GZ1308
 GZ1308.The dynamic height is computed by dividing the NAVD 88
 GZ1308.geopotential number by the normal gravity value computed on the
 GZ1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1308.degrees latitude (g = 980.6199 gals.).
 GZ1308
 GZ1308.The modeled gravity was interpolated from observed gravity values.
 GZ1308
 GZ1308;                    North         East    Units  Estimated Accuracy
 GZ1308;SPC KY1Z     - 1,139,500.    1,584,170.      MT  (+/- 180 meters Scaled)
 GZ1308
 GZ1308                          SUPERSEDED SURVEY CONTROL
 GZ1308
 GZ1308  NGVD 29 (??/??/92)  300.846  (m)          987.03   (f) ADJ UNCH    1 2
 GZ1308
 GZ1308.Superseded values are not recommended for survey control.
 GZ1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1308.See file dsdata.txt to determine how the superseded data were derived.
 GZ1308
 GZ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG945622(NAD 83)
 GZ1308_MARKER: Q = CHISELED SQUARE
 GZ1308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1308_SP_SET: SEMAPHORE
 GZ1308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1308
 GZ1308  HISTORY     - Date     Condition        Report By
 GZ1308  HISTORY     - UNK      MONUMENTED       SOURR
 GZ1308  HISTORY     - 1950     GOOD             NGS
 GZ1308  HISTORY     - 1958     GOOD             NGS
 GZ1308
 GZ1308                          STATION DESCRIPTION
 GZ1308
 GZ1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1308'AT JUNCTION CITY.
 GZ1308'AT JUNCTION CITY, AT THE CROSSING OF THE SOUTHERN RAILWAY AND
 GZ1308'THE LOUISVILLE AND NASHVILLE RAILROAD, A 2-INCH CHISELED
 GZ1308'SQUARE ON THE TOP OF THE SOUTHEAST CORNER OF A SIGNAL TOWER
 GZ1308'BASE, 38 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE L. AND N. RR,
 GZ1308'10.8 FEET WEST OF THE WEST RAIL OF THE WEST TRACK OF THE
 GZ1308'SOU. RY., 4 FEET EAST OF THE EAST FACE OF SWITCH TOWER BUILDING
 GZ1308'NO. 118.2, AND ABOUT 1 FOOT ABOVE THE SOUTHERN RAILWAY TRACKS.
 GZ1308
 GZ1308                          STATION RECOVERY (1958)
 GZ1308
 GZ1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1298 ***********************************************************************
 GZ1298  DESIGNATION -  988
 GZ1298  PID         -  GZ1298
 GZ1298  STATE/COUNTY-  KY/BOYLE
 GZ1298  USGS QUAD   -  DANVILLE (1985)
 GZ1298
 GZ1298                         *CURRENT SURVEY CONTROL
 GZ1298  ___________________________________________________________________
 GZ1298* NAD 83(1986)-  37 38 46.     (N)    084 46 23.     (W)     SCALED    
 GZ1298* NAVD 88     -       301.166  (meters)     988.08   (feet)  ADJUSTED  
 GZ1298  ___________________________________________________________________
 GZ1298  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 GZ1298  DYNAMIC HT  -         300.933 (meters)     987.31  (feet)  COMP
 GZ1298  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 GZ1298
 GZ1298  VERT ORDER  -  FIRST     CLASS II
 GZ1298
 GZ1298.The horizontal coordinates were scaled from a topographic map and have
 GZ1298.an estimated accuracy of +/- 6 seconds.
 GZ1298
 GZ1298.The orthometric height was determined by differential leveling
 GZ1298.and adjusted by the National Geodetic Survey in June 1991..
 GZ1298
 GZ1298.The geoid height was determined by GEOID03.
 GZ1298
 GZ1298.The dynamic height is computed by dividing the NAVD 88
 GZ1298.geopotential number by the normal gravity value computed on the
 GZ1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1298.degrees latitude (g = 980.6199 gals.).
 GZ1298
 GZ1298.The modeled gravity was interpolated from observed gravity values.
 GZ1298
 GZ1298;                    North         East    Units  Estimated Accuracy
 GZ1298;SPC KY1Z     - 1,146,150.    1,586,210.      MT  (+/- 180 meters Scaled)
 GZ1298
 GZ1298                          SUPERSEDED SURVEY CONTROL
 GZ1298
 GZ1298  NGVD 29 (??/??/92)  301.311  (m)          988.55   (f) ADJ UNCH    1 2
 GZ1298
 GZ1298.Superseded values are not recommended for survey control.
 GZ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1298.See file dsdata.txt to determine how the superseded data were derived.
 GZ1298
 GZ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG964688(NAD 83)
 GZ1298_MARKER: DD = SURVEY DISK
 GZ1298_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GZ1298+WITH SETTING: PAVEMENT
 GZ1298_SP_SET: STEPS OF COURTHOUSE
 GZ1298_STAMPING: 988 LEXINGTON 988.551
 GZ1298_MARK LOGO: USGS  
 GZ1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1298+STABILITY: SURFACE MOTION
 GZ1298
 GZ1298  HISTORY     - Date     Condition        Report By
 GZ1298  HISTORY     - UNK      MONUMENTED       USGS
 GZ1298  HISTORY     - 1950     GOOD             NGS
 GZ1298  HISTORY     - 1958     GOOD             NGS
 GZ1298  HISTORY     - 1981     GOOD             KYDT
 GZ1298  HISTORY     - 1985     GOOD             NGS
 GZ1298
 GZ1298                          STATION DESCRIPTION
 GZ1298
 GZ1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1298'AT DANVILLE.
 GZ1298'AT DANVILLE, BOYLE COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 GZ1298'MOST WESTERLY SOUTH (MAIN STREET) ENTRANCE, AND IN THE TOP OF
 GZ1298'THE WEST END OF THE TOP STEP.  A UNITED STATES GEOLOGICAL
 GZ1298'SURVEY STANDARD DISK, STAMPED 988 LEXINGTON.
 GZ1298
 GZ1298                          STATION RECOVERY (1958)
 GZ1298
 GZ1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1298'RECOVERED IN GOOD CONDITION.
 GZ1298
 GZ1298                          STATION RECOVERY (1981)
 GZ1298
 GZ1298'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1298'RECOVERED IN GOOD CONDITION.
 GZ1298
 GZ1298                          STATION RECOVERY (1985)
 GZ1298
 GZ1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0637 ***********************************************************************
 JZ0637  DESIGNATION -  99 BOLT
 JZ0637  PID         -  JZ0637
 JZ0637  STATE/COUNTY-  KY/KENTON
 JZ0637  USGS QUAD   -  COVINGTON (1987)
 JZ0637
 JZ0637                         *CURRENT SURVEY CONTROL
 JZ0637  ___________________________________________________________________
 JZ0637* NAD 83(1986)-  39 05 18.     (N)    084 30 32.     (W)     SCALED    
 JZ0637* NAVD 88     -       153.613  (meters)     503.98   (feet)  ADJUSTED  
 JZ0637  ___________________________________________________________________
 JZ0637  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0637  DYNAMIC HT  -         153.515 (meters)     503.66  (feet)  COMP
 JZ0637  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JZ0637
 JZ0637  VERT ORDER  -  FIRST     CLASS II
 JZ0637
 JZ0637.The horizontal coordinates were scaled from a topographic map and have
 JZ0637.an estimated accuracy of +/- 6 seconds.
 JZ0637
 JZ0637.The orthometric height was determined by differential leveling
 JZ0637.and adjusted by the National Geodetic Survey in June 1991..
 JZ0637
 JZ0637.The geoid height was determined by GEOID03.
 JZ0637
 JZ0637.The dynamic height is computed by dividing the NAVD 88
 JZ0637.geopotential number by the normal gravity value computed on the
 JZ0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0637.degrees latitude (g = 980.6199 gals.).
 JZ0637
 JZ0637.The modeled gravity was interpolated from observed gravity values.
 JZ0637
 JZ0637;                    North         East    Units  Estimated Accuracy
 JZ0637;SPC KY1Z     - 1,306,500.    1,607,390.      MT  (+/- 180 meters Scaled)
 JZ0637
 JZ0637                          SUPERSEDED SURVEY CONTROL
 JZ0637
 JZ0637  NGVD 29 (??/??/92)  153.844  (m)          504.74   (f) ADJ UNCH    1 2
 JZ0637
 JZ0637.Superseded values are not recommended for survey control.
 JZ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0637.See file dsdata.txt to determine how the superseded data were derived.
 JZ0637
 JZ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ154295(NAD 83)
 JZ0637_MARKER: B = BOLT
 JZ0637_SETTING: 0 = UNSPECIFIED SETTING
 JZ0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0637
 JZ0637  HISTORY     - Date     Condition        Report By
 JZ0637  HISTORY     - UNK      MONUMENTED       DOD
 JZ0637  HISTORY     - 1949     GOOD             NGS
 JZ0637  HISTORY     - 1978     MARK NOT FOUND   USGS
 JZ0637  HISTORY     - 1985     MARK NOT FOUND   NGS
 JZ0637
 JZ0637                          STATION DESCRIPTION
 JZ0637
 JZ0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0637'AT COVINGTON.
 JZ0637'AT COVINGTON, AT THE INTERSECTION OF SCOTT STREET AND 3RD STREET
 JZ0637'AND NEAR THE NORTHWEST CORNER OF OLD POST OFFICE BUILDING, 39.9
 JZ0637'FEET WEST OF THE NORTHWEST CORNER OF STONE MASONRY OLD POST
 JZ0637'OFFICE BUILDING, 22.9 FEET EAST OF THE EAST CURB OF SCOTT STREET,
 JZ0637'19 FEET SOUTH OF THE SOUTH CURB OF 3RD STREET, 7.9 FEET EAST
 JZ0637'OF THE EAST EDGE OF LAWN CURBING, 6.8 FEET SOUTH OF THE SOUTH
 JZ0637'EDGE OF LAWN CURBING AND 4 FEET BELOW THE SURFACE OF THE LAWN.
 JZ0637
 JZ0637                          STATION RECOVERY (1978)
 JZ0637
 JZ0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 JZ0637'MARK NOT FOUND.
 JZ0637
 JZ0637                          STATION RECOVERY (1985)
 JZ0637
 JZ0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0637'NOT RECOVERED, THE POST OFFICE HAS BEEN RAZED AND THE MARK LOCATION IS
 JZ0637'NOW THE REAR OF THE KENTON COUNTY COURTHOUSE, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1320 ***********************************************************************
 GZ1320  DESIGNATION -  991.66
 GZ1320  PID         -  GZ1320
 GZ1320  STATE/COUNTY-  KY/LINCOLN
 GZ1320  USGS QUAD   -  JUNCTION CITY (1979)
 GZ1320
 GZ1320                         *CURRENT SURVEY CONTROL
 GZ1320  ___________________________________________________________________
 GZ1320* NAD 83(1986)-  37 33 04.     (N)    084 48 11.     (W)     SCALED    
 GZ1320* NAVD 88     -       302.009  (meters)     990.84   (feet)  ADJUSTED  
 GZ1320  ___________________________________________________________________
 GZ1320  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GZ1320  DYNAMIC HT  -         301.772 (meters)     990.06  (feet)  COMP
 GZ1320  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 GZ1320
 GZ1320  VERT ORDER  -  FIRST     CLASS II
 GZ1320
 GZ1320.The horizontal coordinates were scaled from a topographic map and have
 GZ1320.an estimated accuracy of +/- 6 seconds.
 GZ1320
 GZ1320.The orthometric height was determined by differential leveling
 GZ1320.and adjusted by the National Geodetic Survey in June 1991..
 GZ1320
 GZ1320.The geoid height was determined by GEOID03.
 GZ1320
 GZ1320.The dynamic height is computed by dividing the NAVD 88
 GZ1320.geopotential number by the normal gravity value computed on the
 GZ1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1320.degrees latitude (g = 980.6199 gals.).
 GZ1320
 GZ1320.The modeled gravity was interpolated from observed gravity values.
 GZ1320
 GZ1320;                    North         East    Units  Estimated Accuracy
 GZ1320;SPC KY1Z     - 1,135,580.    1,583,670.      MT  (+/- 180 meters Scaled)
 GZ1320
 GZ1320                          SUPERSEDED SURVEY CONTROL
 GZ1320
 GZ1320  NGVD 29 (??/??/92)  302.150  (m)          991.30   (f) ADJ UNCH    1 2
 GZ1320
 GZ1320.Superseded values are not recommended for survey control.
 GZ1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1320.See file dsdata.txt to determine how the superseded data were derived.
 GZ1320
 GZ1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG940582(NAD 83)
 GZ1320_MARKER: Q = CHISELED SQUARE
 GZ1320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1320_SP_SET: SEMAPHORE
 GZ1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1320
 GZ1320  HISTORY     - Date     Condition        Report By
 GZ1320  HISTORY     - UNK      MONUMENTED       SOURR
 GZ1320  HISTORY     - 1958     MARK NOT FOUND   NGS
 GZ1320
 GZ1320                          STATION DESCRIPTION
 GZ1320
 GZ1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ1320'2.5 MI S FROM JUNCTION CITY.
 GZ1320'2.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM ITS CROSSING
 GZ1320'WITH THE LOUISVILLE AND NASHVILLE RAILROAD, AT JUNCTION CITY.
 GZ1320'0.2 MILE SOUTH OF MILEPOST 123, A 2-INCH CHISELED SQUARE ON THE
 GZ1320'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF SEMAPHORE
 GZ1320'SIGNAL NO. 123.2 6-1/2 FEET EAST OF THE RAIL OF THE EAST TRACK
 GZ1320'AND ABOUT 1 FOOT BELOW THE TRACK.  NOTE-- COULD BE DESTROYED AS
 GZ1320'MANY OF THESE SIGNAL BASES HAVE BEEN REMOVED, AND CHANGED TO NEW
 GZ1320'LOCATIONS WHEN THE LIGHT SYSTEM WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0631 ***********************************************************************
 HZ0631  DESIGNATION -  A
 HZ0631  PID         -  HZ0631
 HZ0631  STATE/COUNTY-  KY/BOONE
 HZ0631  USGS QUAD   -  PATRIOT (1994)
 HZ0631
 HZ0631                         *CURRENT SURVEY CONTROL
 HZ0631  ___________________________________________________________________
 HZ0631* NAD 83(1986)-  38 51 32.     (N)    084 47 14.     (W)     SCALED    
 HZ0631* NAVD 88     -       132.708  (meters)     435.39   (feet)  ADJUSTED  
 HZ0631  ___________________________________________________________________
 HZ0631  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0631  DYNAMIC HT  -         132.624 (meters)     435.12  (feet)  COMP
 HZ0631  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 HZ0631
 HZ0631  VERT ORDER  -  FIRST     CLASS II
 HZ0631
 HZ0631.The horizontal coordinates were scaled from a topographic map and have
 HZ0631.an estimated accuracy of +/- 6 seconds.
 HZ0631
 HZ0631.The orthometric height was determined by differential leveling
 HZ0631.and adjusted by the National Geodetic Survey in June 1991..
 HZ0631
 HZ0631.The geoid height was determined by GEOID03.
 HZ0631
 HZ0631.The dynamic height is computed by dividing the NAVD 88
 HZ0631.geopotential number by the normal gravity value computed on the
 HZ0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0631.degrees latitude (g = 980.6199 gals.).
 HZ0631
 HZ0631.The modeled gravity was interpolated from observed gravity values.
 HZ0631
 HZ0631;                    North         East    Units  Estimated Accuracy
 HZ0631;SPC KY1Z     - 1,280,740.    1,583,570.      MT  (+/- 180 meters Scaled)
 HZ0631
 HZ0631                          SUPERSEDED SURVEY CONTROL
 HZ0631
 HZ0631  NGVD 29 (??/??/92)  132.910  (m)          436.06   (f) ADJ UNCH    1 2
 HZ0631
 HZ0631.Superseded values are not recommended for survey control.
 HZ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0631.See file dsdata.txt to determine how the superseded data were derived.
 HZ0631
 HZ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ919034(NAD 83)
 HZ0631_MARKER: DB = BENCH MARK DISK
 HZ0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0631_STAMPING: A
 HZ0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0631+STABILITY: SURFACE MOTION
 HZ0631
 HZ0631  HISTORY     - Date     Condition        Report By
 HZ0631  HISTORY     - UNK      MONUMENTED       DOD
 HZ0631  HISTORY     - 1949     GOOD             NGS
 HZ0631  HISTORY     - 1964     MARK NOT FOUND   NGS
 HZ0631
 HZ0631                          STATION DESCRIPTION
 HZ0631
 HZ0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0631'4 MI S FROM HAMILTON.
 HZ0631'2.75 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 HZ0631'HAMILTON, THENCE ABOUT 1.3 MILES SOUTH ALONG A DIM ROAD FOLLOWING
 HZ0631'BANK OF OHIO RIVER, AT THE END OF A DIM TRAIL RUNNING
 HZ0631'NORTH-NORTHWEST FROM MAIN ROAD TO RIVER BANK, 789 FEET
 HZ0631'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF AN OLD HOUSE OCCUPIED
 HZ0631'BY MR. RILES, 183 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HZ0631'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 18 INCHES.
 HZ0631
 HZ0631                          STATION RECOVERY (1964)
 HZ0631
 HZ0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2546 ***********************************************************************
 HY2546  DESIGNATION -  A 10 RESET
 HY2546  PID         -  HY2546
 HY2546  STATE/COUNTY-  KY/CARTER
 HY2546  USGS QUAD   -  GRAYSON (1978)
 HY2546
 HY2546                         *CURRENT SURVEY CONTROL
 HY2546  ___________________________________________________________________
 HY2546* NAD 83(1986)-  38 19 36.     (N)    082 56 53.     (W)     SCALED    
 HY2546* NAVD 88     -       180.29   (meters)     591.5    (feet)  RESET     
 HY2546  ___________________________________________________________________
 HY2546  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HY2546
 HY2546  VERT ORDER  -  THIRD
 HY2546
 HY2546.The horizontal coordinates were scaled from a topographic map and have
 HY2546.an estimated accuracy of +/- 6 seconds.
 HY2546
 HY2546.The orthometric height was computed from unverified reset data.
 HY2546.No vertical observational check was made to the station.
 HY2546
 HY2546.The geoid height was determined by GEOID03.
 HY2546
 HY2546;                    North         East    Units  Estimated Accuracy
 HY2546;SPC KY1Z     - 1,224,910.    1,744,950.      MT  (+/- 180 meters Scaled)
 HY2546
 HY2546                          SUPERSEDED SURVEY CONTROL
 HY2546
 HY2546  NGVD 29 (10/08/05)  180.47   (m)          592.1    (f) RESET       3  
 HY2546
 HY2546.Superseded values are not recommended for survey control.
 HY2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2546.See file dsdata.txt to determine how the superseded data were derived.
 HY2546
 HY2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC297438(NAD 83)
 HY2546_MARKER: DB = BENCH MARK DISK
 HY2546_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY2546_SP_SET: HEADWALL
 HY2546_STAMPING: A 10 RESET 1989
 HY2546_MARK LOGO: NGS   
 HY2546_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2546+STABILITY: SURFACE MOTION
 HY2546
 HY2546  HISTORY     - Date     Condition        Report By
 HY2546  HISTORY     - 1989     MONUMENTED       KYDT
 HY2546
 HY2546                          STATION DESCRIPTION
 HY2546
 HY2546'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1989
 HY2546'IN GRASON, 0.4 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 HY2546'U.S. HIGHWAY 7 FROM THE JUNCTION OF U.S. HIGHWAY 60, 70 FEET
 HY2546'NORTHWEST OF THE JUNCTION OF HIGHWAY AND ROBIN STREET, 16 FEET
 HY2546'NORTHEAST OF CENTER OF ROBIN STREET, IN NORTHEAST END OF CONCRETE
 HY2546'HEADWALL OF CULVERT UNDER ROBIN STREET, ABOUT 2 FEET LOWER THAN STATE
 HY2546'HIGHWAY 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0312 ***********************************************************************
 HB0312  DESIGNATION -  A 115
 HB0312  PID         -  HB0312
 HB0312  STATE/COUNTY-  KY/MCCRACKEN
 HB0312  USGS QUAD   -  PADUCAH WEST (1982)
 HB0312
 HB0312                         *CURRENT SURVEY CONTROL
 HB0312  ___________________________________________________________________
 HB0312* NAD 83(1986)-  37 06 13.     (N)    088 37 56.     (W)     SCALED    
 HB0312* NAVD 88     -       102.758  (meters)     337.13   (feet)  ADJUSTED  
 HB0312  ___________________________________________________________________
 HB0312  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 HB0312  DYNAMIC HT  -         102.683 (meters)     336.89  (feet)  COMP
 HB0312  MODELED GRAV-     979,901.9   (mgal)                       NAVD 88
 HB0312
 HB0312  VERT ORDER  -  SECOND    CLASS 0
 HB0312
 HB0312.The horizontal coordinates were scaled from a topographic map and have
 HB0312.an estimated accuracy of +/- 6 seconds.
 HB0312
 HB0312.The orthometric height was determined by differential leveling
 HB0312.and adjusted by the National Geodetic Survey in June 1991..
 HB0312
 HB0312.The geoid height was determined by GEOID03.
 HB0312
 HB0312.The dynamic height is computed by dividing the NAVD 88
 HB0312.geopotential number by the normal gravity value computed on the
 HB0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0312.degrees latitude (g = 980.6199 gals.).
 HB0312
 HB0312.The modeled gravity was interpolated from observed gravity values.
 HB0312
 HB0312;                    North         East    Units  Estimated Accuracy
 HB0312;SPC KY1Z     - 1,089,450.    1,243,840.      MT  (+/- 180 meters Scaled)
 HB0312
 HB0312                          SUPERSEDED SURVEY CONTROL
 HB0312
 HB0312  NGVD 29 (??/??/??)  102.779  (m)          337.20   (f) ADJUSTED    2 0
 HB0312
 HB0312.Superseded values are not recommended for survey control.
 HB0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0312.See file dsdata.txt to determine how the superseded data were derived.
 HB0312
 HB0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG549076(NAD 83)
 HB0312_MARKER: DB = BENCH MARK DISK
 HB0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0312_STAMPING: A 115 1935
 HB0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0312+STABILITY: SURFACE MOTION
 HB0312
 HB0312  HISTORY     - Date     Condition        Report By
 HB0312  HISTORY     - 1935     MONUMENTED       CGS
 HB0312  HISTORY     - 1946     MARK NOT FOUND   CGS
 HB0312  HISTORY     - 1958     MARK NOT FOUND   USGS
 HB0312  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 HB0312
 HB0312                          STATION DESCRIPTION
 HB0312
 HB0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HB0312'1.9 MI NW FROM PADUCAH.
 HB0312'0.8 MILES NORTHWEST ALONG U.S. HIGHWAY 45 FROM HOOKS PARK AT
 HB0312'PADUCAH, ABOUT 60 YARDS EAST OF THE FIRST CURVE SOUTH OF THE SOUTH
 HB0312'END OF THE OHIO RIVER BRIDGE, AND 8 YARDS SOUTH OF THE CENTER
 HB0312'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 115 1935 AND
 HB0312'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THERE HAS BEEN SOME
 HB0312'FILL PLACED AND OTHER CONSTRUCTION WORK IN THE VICINITY OF THE
 HB0312'DESCRIBED LOCATION.  IT IS PROBABLE THAT THE MARK IS COVERED OR
 HB0312'HAS BEEN DESTROYED.  PRESENT DESCRIPTION TOO VAGUE TO JUSTIFY
 HB0312'DIGGING FOR MARK.
 HB0312
 HB0312                          STATION RECOVERY (1958)
 HB0312
 HB0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HB0312'MARK NOT FOUND.
 HB0312
 HB0312                          STATION RECOVERY (2003)
 HB0312
 HB0312'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1848 ***********************************************************************
 GY1848  DESIGNATION -  A 12
 GY1848  PID         -  GY1848
 GY1848  STATE/COUNTY-  KY/BREATHITT
 GY1848  USGS QUAD   -  JACKSON (1978)
 GY1848
 GY1848                         *CURRENT SURVEY CONTROL
 GY1848  ___________________________________________________________________
 GY1848* NAD 83(1986)-  37 33 12.     (N)    083 23 07.     (W)     SCALED    
 GY1848* NAVD 88     -       239.555  (meters)     785.94   (feet)  ADJUSTED  
 GY1848  ___________________________________________________________________
 GY1848  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GY1848  DYNAMIC HT  -         239.371 (meters)     785.34  (feet)  COMP
 GY1848  MODELED GRAV-     979,856.6   (mgal)                       NAVD 88
 GY1848
 GY1848  VERT ORDER  -  FIRST     CLASS II
 GY1848
 GY1848.The horizontal coordinates were scaled from a topographic map and have
 GY1848.an estimated accuracy of +/- 6 seconds.
 GY1848
 GY1848.The orthometric height was determined by differential leveling
 GY1848.and adjusted by the National Geodetic Survey in June 1991..
 GY1848
 GY1848.The geoid height was determined by GEOID03.
 GY1848
 GY1848.The dynamic height is computed by dividing the NAVD 88
 GY1848.geopotential number by the normal gravity value computed on the
 GY1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1848.degrees latitude (g = 980.6199 gals.).
 GY1848
 GY1848.The modeled gravity was interpolated from observed gravity values.
 GY1848
 GY1848;                    North         East    Units  Estimated Accuracy
 GY1848;SPC KY1Z     - 1,138,050.    1,708,910.      MT  (+/- 180 meters Scaled)
 GY1848
 GY1848                          SUPERSEDED SURVEY CONTROL
 GY1848
 GY1848  NGVD 29 (??/??/92)  239.71   (m)          786.4    (f) COMPUTED    1 2
 GY1848
 GY1848.Superseded values are not recommended for survey control.
 GY1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1848.See file dsdata.txt to determine how the superseded data were derived.
 GY1848
 GY1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB892589(NAD 83)
 GY1848_MARKER: DB = BENCH MARK DISK
 GY1848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1848_SP_SET: BUILDING
 GY1848_STAMPING: 786.452 A 12 1928
 GY1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1848
 GY1848  HISTORY     - Date     Condition        Report By
 GY1848  HISTORY     - 1928     MONUMENTED       CGS
 GY1848  HISTORY     - 1955     GOOD             NGS
 GY1848
 GY1848                          STATION DESCRIPTION
 GY1848
 GY1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1848'AT JACKSON.
 GY1848'THIS MARK IS IN THE SOUTHEAST CORNER OF THE COURTHOUSE AT
 GY1848'JACKSON, SET VERTICALLY IN THE FIFTH TIER OF STONE 5.5 FEET
 GY1848'ABOVE THE GROUND, THE MARK FACES ONTO COURT STREET AND IS ABOUT
 GY1848'8 FEET ABOVE SAME, AND 1 FOOT FROM CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3388 ***********************************************************************
 GY3388  DESIGNATION -  A 12 RESET
 GY3388  PID         -  GY3388
 GY3388  STATE/COUNTY-  KY/BREATHITT
 GY3388  USGS QUAD   -  JACKSON (1978)
 GY3388
 GY3388                         *CURRENT SURVEY CONTROL
 GY3388  ___________________________________________________________________
 GY3388* NAD 83(1986)-  37 33 12.     (N)    083 23 07.     (W)     SCALED    
 GY3388* NAVD 88     -       236.56   (meters)     776.1    (feet)  RESET     
 GY3388  ___________________________________________________________________
 GY3388  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GY3388
 GY3388  VERT ORDER  -  THIRD
 GY3388
 GY3388.The horizontal coordinates were scaled from a topographic map and have
 GY3388.an estimated accuracy of +/- 6 seconds.
 GY3388
 GY3388.The orthometric height was computed from unverified reset data.
 GY3388.No vertical observational check was made to the station.
 GY3388
 GY3388.The geoid height was determined by GEOID03.
 GY3388
 GY3388;                    North         East    Units  Estimated Accuracy
 GY3388;SPC KY1Z     - 1,138,050.    1,708,910.      MT  (+/- 180 meters Scaled)
 GY3388
 GY3388                          SUPERSEDED SURVEY CONTROL
 GY3388
 GY3388  NGVD 29 (10/08/05)  236.72   (m)          776.6    (f) RESET       3  
 GY3388
 GY3388.Superseded values are not recommended for survey control.
 GY3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3388.See file dsdata.txt to determine how the superseded data were derived.
 GY3388
 GY3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB892589(NAD 83)
 GY3388_MARKER: DB = BENCH MARK DISK
 GY3388_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GY3388_SP_SET: STEP
 GY3388_STAMPING: A 12 RESET 1991
 GY3388_MARK LOGO: NGS   
 GY3388_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY3388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY3388+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 GY3388
 GY3388  HISTORY     - Date     Condition        Report By
 GY3388  HISTORY     - 1991     MONUMENTED       KYDT
 GY3388  HISTORY     - 19960430 GOOD             KYDT
 GY3388
 GY3388                          STATION DESCRIPTION
 GY3388
 GY3388'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1991
 GY3388'IN JACKSON, JUST NORTH OF INTERSECTION OF COLLEGE AVENUE AND COURT
 GY3388'STREET, IN THE NORTHEAST END OF BOTTOM STEP LEADING INTO THE JACKSON
 GY3388'COUNTY JAIL, 13 FEET NORTHWEST OF NORTH CURB LINE OF COLLEGE AVENUE.
 GY3388
 GY3388                          STATION RECOVERY (1996)
 GY3388
 GY3388'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY3388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0664 ***********************************************************************
 GD0664  DESIGNATION -  A 120
 GD0664  PID         -  GD0664
 GD0664  STATE/COUNTY-  KY/HICKMAN
 GD0664  USGS QUAD   -  OAKTON (1982)
 GD0664
 GD0664                         *CURRENT SURVEY CONTROL
 GD0664  ___________________________________________________________________
 GD0664* NAD 83(1986)-  36 38 10.     (N)    089 02 50.     (W)     SCALED    
 GD0664* NAVD 88     -       113.385  (meters)     372.00   (feet)  ADJUSTED  
 GD0664  ___________________________________________________________________
 GD0664  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GD0664  DYNAMIC HT  -         113.298 (meters)     371.71  (feet)  COMP
 GD0664  MODELED GRAV-     979,861.1   (mgal)                       NAVD 88
 GD0664
 GD0664  VERT ORDER  -  SECOND    CLASS 0
 GD0664
 GD0664.The horizontal coordinates were scaled from a topographic map and have
 GD0664.an estimated accuracy of +/- 6 seconds.
 GD0664
 GD0664.The orthometric height was determined by differential leveling
 GD0664.and adjusted by the National Geodetic Survey in June 1991..
 GD0664
 GD0664.The geoid height was determined by GEOID03.
 GD0664
 GD0664.The dynamic height is computed by dividing the NAVD 88
 GD0664.geopotential number by the normal gravity value computed on the
 GD0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0664.degrees latitude (g = 980.6199 gals.).
 GD0664
 GD0664.The modeled gravity was interpolated from observed gravity values.
 GD0664
 GD0664;                    North         East    Units  Estimated Accuracy
 GD0664;SPC KY1Z     - 1,038,820.    1,205,140.      MT  (+/- 180 meters Scaled)
 GD0664
 GD0664                          SUPERSEDED SURVEY CONTROL
 GD0664
 GD0664  NGVD 29 (??/??/??)  113.306  (m)          371.74   (f) ADJUSTED    2 0
 GD0664
 GD0664.Superseded values are not recommended for survey control.
 GD0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0664.See file dsdata.txt to determine how the superseded data were derived.
 GD0664
 GD0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF169564(NAD 83)
 GD0664_MARKER: DB = BENCH MARK DISK
 GD0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0664_STAMPING: A 120 1938
 GD0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0664+STABILITY: SURFACE MOTION
 GD0664
 GD0664  HISTORY     - Date     Condition        Report By
 GD0664  HISTORY     - 1938     MONUMENTED       CGS
 GD0664  HISTORY     - 1951     POOR             CGS
 GD0664
 GD0664                          STATION DESCRIPTION
 GD0664
 GD0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GD0664'2.3 MI SE FROM OAKTON.
 GD0664'2.3 MILES SOUTHEAST ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0664'STATION AT OAKTON, HICKMAN COUNTY, 700 FEET NORTHWEST OF THE
 GD0664'FIRST ROAD CROSSING SOUTH OF THE SIDING AT GREENVILLE, 35 RAILS
 GD0664'SOUTHEAST OF MILEPOST 462, 400 FEET SOUTHEAST OF A CURVE, ON THE
 GD0664'SIDE OF A HILL, IN A GROVE OF LARGE HICKORY TREES, AND 71 FEET
 GD0664'NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD DISK, STAMPED A 120
 GD0664'1938 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS
 GD0664'REPORTED TO BE 1200 FEET NORTHWEST OF FIRST ROAD CROSSING SOUTH
 GD0664'OF THE SIDING AT GREENVILLE.  NOTE-- POST HAS BEEN BROKEN AT
 GD0664'GROUND LEVEL BUT IS STILL HELD TOGETHER BY REINFORCING MATERIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1750 ***********************************************************************
 HY1750  DESIGNATION -  A 123
 HY1750  PID         -  HY1750
 HY1750  STATE/COUNTY-  KY/FLEMING
 HY1750  USGS QUAD   -  PLUMMERS LANDING (1979)
 HY1750
 HY1750                         *CURRENT SURVEY CONTROL
 HY1750  ___________________________________________________________________
 HY1750* NAD 83(1986)-  38 19 43.     (N)    083 35 21.     (W)     SCALED    
 HY1750* NAVD 88     -       208.254  (meters)     683.25   (feet)  ADJUSTED  
 HY1750  ___________________________________________________________________
 HY1750  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY1750  DYNAMIC HT  -         208.113 (meters)     682.78  (feet)  COMP
 HY1750  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 HY1750
 HY1750  VERT ORDER  -  SECOND    CLASS 0
 HY1750
 HY1750.The horizontal coordinates were scaled from a topographic map and have
 HY1750.an estimated accuracy of +/- 6 seconds.
 HY1750
 HY1750.The orthometric height was determined by differential leveling
 HY1750.and adjusted by the National Geodetic Survey in June 1991..
 HY1750
 HY1750.The geoid height was determined by GEOID03.
 HY1750
 HY1750.The dynamic height is computed by dividing the NAVD 88
 HY1750.geopotential number by the normal gravity value computed on the
 HY1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1750.degrees latitude (g = 980.6199 gals.).
 HY1750
 HY1750.The modeled gravity was interpolated from observed gravity values.
 HY1750
 HY1750;                    North         East    Units  Estimated Accuracy
 HY1750;SPC KY1Z     - 1,223,630.    1,688,910.      MT  (+/- 180 meters Scaled)
 HY1750
 HY1750                          SUPERSEDED SURVEY CONTROL
 HY1750
 HY1750  NGVD 29 (??/??/92)  208.435  (m)          683.84   (f) ADJ UNCH    2 0
 HY1750
 HY1750.Superseded values are not recommended for survey control.
 HY1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1750.See file dsdata.txt to determine how the superseded data were derived.
 HY1750
 HY1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC736454(NAD 83)
 HY1750_MARKER: DB = BENCH MARK DISK
 HY1750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1750_SP_SET: CULVERT
 HY1750_STAMPING: A 123 1940 683.840
 HY1750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1750
 HY1750  HISTORY     - Date     Condition        Report By
 HY1750  HISTORY     - 1940     MONUMENTED       CGS
 HY1750  HISTORY     - 1955     GOOD             NGS
 HY1750  HISTORY     - 20030903 MARK NOT FOUND   KYDT
 HY1750
 HY1750                          STATION DESCRIPTION
 HY1750
 HY1750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1750'10.8 MI SE FROM FLEMINGSBURG.
 HY1750'10.75 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE JUNCTION
 HY1750'OF STATE HIGHWAYS 11 AND 32 IN FLEMINGSBURG, 0.1 MILE NORTHWEST
 HY1750'AND AROUND CURVE FROM SIDE ROAD SOUTHWEST TO CHRISTIAN HOLINESS
 HY1750'CAMP, 420 FEET NORTHWEST OF BARN SOUTHWEST OF ROAD ON CURVE,
 HY1750'AT A CONCRETE CULVERT, 16.5 FEET NORTHEAST OF THE CENTER LINE
 HY1750'OF HIGHWAY, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 HY1750'HEAD WALL, ABOUT LEVEL WITH HIGHWAY.
 HY1750
 HY1750                          STATION RECOVERY (2003)
 HY1750
 HY1750'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HY1750'THIS CULVERT/HEADWALLS REPLACED IN 1979, NO SIGN OF RESET, CONSIDER
 HY1750'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0920 ***********************************************************************
 GC0920  DESIGNATION -  A 126
 GC0920  PID         -  GC0920
 GC0920  STATE/COUNTY-  KY/LOGAN
 GC0920  USGS QUAD   -  RUSSELLVILLE (1983)
 GC0920
 GC0920                         *CURRENT SURVEY CONTROL
 GC0920  ___________________________________________________________________
 GC0920* NAD 83(1986)-  36 50 44.     (N)    086 53 42.     (W)     SCALED    
 GC0920* NAVD 88     -       179.482  (meters)     588.85   (feet)  ADJUSTED  
 GC0920  ___________________________________________________________________
 GC0920  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GC0920  DYNAMIC HT  -         179.342 (meters)     588.39  (feet)  COMP
 GC0920  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 GC0920
 GC0920  VERT ORDER  -  FIRST     CLASS I
 GC0920
 GC0920.The horizontal coordinates were scaled from a topographic map and have
 GC0920.an estimated accuracy of +/- 6 seconds.
 GC0920
 GC0920.The orthometric height was determined by differential leveling
 GC0920.and adjusted by the National Geodetic Survey in June 1991..
 GC0920
 GC0920.The geoid height was determined by GEOID03.
 GC0920
 GC0920.The dynamic height is computed by dividing the NAVD 88
 GC0920.geopotential number by the normal gravity value computed on the
 GC0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0920.degrees latitude (g = 980.6199 gals.).
 GC0920
 GC0920.The modeled gravity was interpolated from observed gravity values.
 GC0920
 GC0920;                    North         East    Units  Estimated Accuracy
 GC0920;SPC KY1Z     - 1,057,480.    1,397,870.      MT  (+/- 180 meters Scaled)
 GC0920
 GC0920                          SUPERSEDED SURVEY CONTROL
 GC0920
 GC0920  NGVD 29 (??/??/92)  179.592  (m)          589.21   (f) ADJ UNCH    1 1
 GC0920
 GC0920.Superseded values are not recommended for survey control.
 GC0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0920.See file dsdata.txt to determine how the superseded data were derived.
 GC0920
 GC0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF093777(NAD 83)
 GC0920_MARKER: DB = BENCH MARK DISK
 GC0920_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GC0920_STAMPING: A 126 1943
 GC0920_MARK LOGO: CGS   
 GC0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0920
 GC0920  HISTORY     - Date     Condition        Report By
 GC0920  HISTORY     - 1943     MONUMENTED       CGS
 GC0920  HISTORY     - 1968     GOOD             NGS
 GC0920  HISTORY     - 1984     GOOD             NGS
 GC0920  HISTORY     - 19950913 GOOD             KYDT
 GC0920
 GC0920                          STATION DESCRIPTION
 GC0920
 GC0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0920'AT RUSSELLVILLE.
 GC0920'AT RUSSELLVILLE, SET IN THE TOP OF THE SOUTHEAST END OF THE UPPER
 GC0920'OF 2 CONCRETE STEPS AT THE OFFICE ENTRANCE TO THE LOUISVILLE AND
 GC0920'NASHVILLE RAILROAD STATION, 32 FEET NORTHEAST OF THE WEST CORNER
 GC0920'OF THE STATION, 24 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GC0920'MAIN TRACK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 GC0920
 GC0920                          STATION RECOVERY (1984)
 GC0920
 GC0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0920'RECOVERED IN GOOD CONDITION.
 GC0920
 GC0920                          STATION RECOVERY (1995)
 GC0920
 GC0920'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0223 ***********************************************************************
 HA0223  DESIGNATION -  A 127
 HA0223  PID         -  HA0223
 HA0223  STATE/COUNTY-  KY/GRAYSON
 HA0223  USGS QUAD   -  CLARKSON (1967)
 HA0223
 HA0223                         *CURRENT SURVEY CONTROL
 HA0223  ___________________________________________________________________
 HA0223* NAD 83(1986)-  37 25 48.     (N)    086 13 38.     (W)     SCALED    
 HA0223* NAVD 88     -       196.526  (meters)     644.77   (feet)  ADJUSTED  
 HA0223  ___________________________________________________________________
 HA0223  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HA0223  DYNAMIC HT  -         196.377 (meters)     644.28  (feet)  COMP
 HA0223  MODELED GRAV-     979,869.1   (mgal)                       NAVD 88
 HA0223
 HA0223  VERT ORDER  -  SECOND    CLASS 0
 HA0223
 HA0223.The horizontal coordinates were scaled from a topographic map and have
 HA0223.an estimated accuracy of +/- 6 seconds.
 HA0223
 HA0223.The orthometric height was determined by differential leveling
 HA0223.and adjusted by the National Geodetic Survey in June 1991..
 HA0223
 HA0223.The geoid height was determined by GEOID03.
 HA0223
 HA0223.The dynamic height is computed by dividing the NAVD 88
 HA0223.geopotential number by the normal gravity value computed on the
 HA0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0223.degrees latitude (g = 980.6199 gals.).
 HA0223
 HA0223.The modeled gravity was interpolated from observed gravity values.
 HA0223
 HA0223;                    North         East    Units  Estimated Accuracy
 HA0223;SPC KY1Z     - 1,121,820.    1,457,770.      MT  (+/- 180 meters Scaled)
 HA0223
 HA0223                          SUPERSEDED SURVEY CONTROL
 HA0223
 HA0223  NGVD 29 (??/??/92)  196.643  (m)          645.15   (f) ADJ UNCH    2 0
 HA0223
 HA0223.Superseded values are not recommended for survey control.
 HA0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0223.See file dsdata.txt to determine how the superseded data were derived.
 HA0223
 HA0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG683428(NAD 83)
 HA0223_MARKER: DB = BENCH MARK DISK
 HA0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0223_SP_SET: CULVERT
 HA0223_STAMPING: A 127 1943
 HA0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0223
 HA0223  HISTORY     - Date     Condition        Report By
 HA0223  HISTORY     - 1943     MONUMENTED       CGS
 HA0223
 HA0223                          STATION DESCRIPTION
 HA0223
 HA0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HA0223'4.8 MI S FROM CLARKSON.
 HA0223'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 62 AND STATE
 HA0223'HIGHWAY NO. 88 AT CLARKSON, PROCEED 4.75 MILES SOUTHERLY ALONG
 HA0223'STATE HIGHWAY NO. 88 TO A CONCRETE CULVERT ABOUT MIDWAY OF THE
 HA0223'NORTH SLOPE OF A LONG STEEP HILL AND SITE OF BENCH MARK.  BENCH
 HA0223'MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF EAST
 HA0223'TRIANGULAR HEADWALL OF A 2.0 FOOT CONCRETE PIPE CULVERT UNDER
 HA0223'THE HIGHWAY.  IT IS 15.5 FEET EAST OF AND ABOUT THE SAME ELEVATION
 HA0223'AS THE CENTERLINE OF THE HIGHWAY.  THIS BENCH MARK IS ALSO 1.1
 HA0223'MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAY NO. 88 AND
 HA0223'STATE HIGHWAY NO. 226 AT PEONIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0096 ***********************************************************************
 GD0096  DESIGNATION -  A 128
 GD0096  PID         -  GD0096
 GD0096  STATE/COUNTY-  KY/CALLOWAY
 GD0096  USGS QUAD   -  HICO (1981)
 GD0096
 GD0096                         *CURRENT SURVEY CONTROL
 GD0096  ___________________________________________________________________
 GD0096* NAD 83(1986)-  36 38 03.     (N)    088 14 14.     (W)     SCALED    
 GD0096* NAVD 88     -       166.202  (meters)     545.28   (feet)  ADJUSTED  
 GD0096  ___________________________________________________________________
 GD0096  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GD0096  DYNAMIC HT  -         166.067 (meters)     544.84  (feet)  COMP
 GD0096  MODELED GRAV-     979,821.4   (mgal)                       NAVD 88
 GD0096
 GD0096  VERT ORDER  -  FIRST     CLASS II
 GD0096
 GD0096.The horizontal coordinates were scaled from a topographic map and have
 GD0096.an estimated accuracy of +/- 6 seconds.
 GD0096
 GD0096.The orthometric height was determined by differential leveling
 GD0096.and adjusted by the National Geodetic Survey in June 1991..
 GD0096
 GD0096.The geoid height was determined by GEOID03.
 GD0096
 GD0096.The dynamic height is computed by dividing the NAVD 88
 GD0096.geopotential number by the normal gravity value computed on the
 GD0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0096.degrees latitude (g = 980.6199 gals.).
 GD0096
 GD0096.The modeled gravity was interpolated from observed gravity values.
 GD0096
 GD0096;                    North         East    Units  Estimated Accuracy
 GD0096;SPC KY1Z     - 1,036,350.    1,277,550.      MT  (+/- 180 meters Scaled)
 GD0096
 GD0096                          SUPERSEDED SURVEY CONTROL
 GD0096
 GD0096  NGVD 29 (??/??/??)  166.251  (m)          545.44   (f) ADJUSTED    1 2
 GD0096
 GD0096.Superseded values are not recommended for survey control.
 GD0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0096.See file dsdata.txt to determine how the superseded data were derived.
 GD0096
 GD0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF893550(NAD 83)
 GD0096_MARKER: DB = BENCH MARK DISK
 GD0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0096_SP_SET: CULVERT
 GD0096_STAMPING: A 128 1946
 GD0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0096+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 GD0096
 GD0096  HISTORY     - Date     Condition        Report By
 GD0096  HISTORY     - 1946     MONUMENTED       CGS
 GD0096  HISTORY     - 1971     GOOD             NGS
 GD0096  HISTORY     - 20040617 GOOD             USACE
 GD0096
 GD0096                          STATION DESCRIPTION
 GD0096
 GD0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0096'4.1 MI NE FROM MURRAY.
 GD0096'ABOUT 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE COURT
 GD0096'HOUSE AT MURRAY, AT A SMALL POND ON THE NORTHWEST SIDE OF THE
 GD0096'HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE 11 FOOT
 GD0096'CONCRETE NORTHWEST HEADWALL OF A 24 INCH PIPE CULVERT, 15 FEET
 GD0096'NORTHEAST OF THE CENTER LINE OF A DRIVE LEADING TO A PASTURE,
 GD0096'13 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 GD0096'HIGHWAY.
 GD0096
 GD0096                          STATION RECOVERY (1971)
 GD0096
 GD0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0096'RECOVERED IN GOOD CONDITION.
 GD0096
 GD0096                          STATION RECOVERY (2004)
 GD0096
 GD0096'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1479 ***********************************************************************
 GZ1479  DESIGNATION -  A 13
 GZ1479  PID         -  GZ1479
 GZ1479  STATE/COUNTY-  KY/ADAIR
 GZ1479  USGS QUAD   -  COLUMBIA (1976)
 GZ1479
 GZ1479                         *CURRENT SURVEY CONTROL
 GZ1479  ___________________________________________________________________
 GZ1479* NAD 83(1986)-  37 06 10.     (N)    085 18 22.     (W)     SCALED    
 GZ1479* NAVD 88     -       229.000  (meters)     751.31   (feet)  ADJUSTED  
 GZ1479  ___________________________________________________________________
 GZ1479  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ1479  DYNAMIC HT  -         228.818 (meters)     750.71  (feet)  COMP
 GZ1479  MODELED GRAV-     979,831.1   (mgal)                       NAVD 88
 GZ1479
 GZ1479  VERT ORDER  -  FIRST     CLASS I
 GZ1479
 GZ1479.The horizontal coordinates were scaled from a topographic map and have
 GZ1479.an estimated accuracy of +/- 6 seconds.
 GZ1479
 GZ1479.The orthometric height was determined by differential leveling
 GZ1479.and adjusted by the National Geodetic Survey in June 1991..
 GZ1479
 GZ1479.The geoid height was determined by GEOID03.
 GZ1479
 GZ1479.The dynamic height is computed by dividing the NAVD 88
 GZ1479.geopotential number by the normal gravity value computed on the
 GZ1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1479.degrees latitude (g = 980.6199 gals.).
 GZ1479
 GZ1479.The modeled gravity was interpolated from observed gravity values.
 GZ1479
 GZ1479;                    North         East    Units  Estimated Accuracy
 GZ1479;SPC KY1Z     - 1,085,490.    1,539,460.      MT  (+/- 180 meters Scaled)
 GZ1479
 GZ1479                          SUPERSEDED SURVEY CONTROL
 GZ1479
 GZ1479  NGVD 29 (??/??/92)  229.161  (m)          751.84   (f) ADJ UNCH    1 1
 GZ1479
 GZ1479.Superseded values are not recommended for survey control.
 GZ1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1479.See file dsdata.txt to determine how the superseded data were derived.
 GZ1479
 GZ1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG505076(NAD 83)
 GZ1479_MARKER: DB = BENCH MARK DISK
 GZ1479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1479_SP_SET: BRICK WALL
 GZ1479_STAMPING: A 13 1928 751.839
 GZ1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1479+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 GZ1479
 GZ1479  HISTORY     - Date     Condition        Report By
 GZ1479  HISTORY     - 1928     MONUMENTED       CGS
 GZ1479  HISTORY     - 1968     GOOD             NGS
 GZ1479  HISTORY     - 20050816 GOOD             KYTC
 GZ1479
 GZ1479                          STATION DESCRIPTION
 GZ1479
 GZ1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1479'AT COLUMBIA.
 GZ1479'AT COLUMBIA, SET VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTHEAST
 GZ1479'BRICK WALL OF THE OLDER PORTION OF THE ADAIR COUNTY COURTHOUSE,
 GZ1479'2.0 FEET SOUTHWEST OF THE EAST CORNER OF THE BUILDING, 25 FEET
 GZ1479'NORTHEAST OF THE EXTENDED CENTERLINE OF JAMESTOWN STREET WHICH IS
 GZ1479'STATE HIGHWAYS 55 AND 80, 36 FEET SOUTHEAST OF THE EXTENDED
 GZ1479'CENTERLINE OF CAMPBELLSVILLE STREET WHICH IS STATE HIGHWAY 55,
 GZ1479'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.
 GZ1479
 GZ1479                          STATION RECOVERY (2005)
 GZ1479
 GZ1479'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0128 ***********************************************************************
 GD0128  DESIGNATION -  A 131
 GD0128  PID         -  GD0128
 GD0128  STATE/COUNTY-  KY/CALLOWAY
 GD0128  USGS QUAD   -  HAMLIN (1971)
 GD0128
 GD0128                         *CURRENT SURVEY CONTROL
 GD0128  ___________________________________________________________________
 GD0128* NAD 83(1986)-  36 30 33.     (N)    088 06 43.     (W)     SCALED    
 GD0128* NAVD 88     -       160.644  (meters)     527.05   (feet)  ADJUSTED  
 GD0128  ___________________________________________________________________
 GD0128  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GD0128  DYNAMIC HT  -         160.513 (meters)     526.62  (feet)  COMP
 GD0128  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 GD0128
 GD0128  VERT ORDER  -  FIRST     CLASS II
 GD0128
 GD0128.The horizontal coordinates were scaled from a topographic map and have
 GD0128.an estimated accuracy of +/- 6 seconds.
 GD0128
 GD0128.The orthometric height was determined by differential leveling
 GD0128.and adjusted by the National Geodetic Survey in June 1991..
 GD0128
 GD0128.The geoid height was determined by GEOID03.
 GD0128
 GD0128.The dynamic height is computed by dividing the NAVD 88
 GD0128.geopotential number by the normal gravity value computed on the
 GD0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0128.degrees latitude (g = 980.6199 gals.).
 GD0128
 GD0128.The modeled gravity was interpolated from observed gravity values.
 GD0128
 GD0128;                    North         East    Units  Estimated Accuracy
 GD0128;SPC KY1Z     - 1,022,190.    1,288,400.      MT  (+/- 180 meters Scaled)
 GD0128
 GD0128                          SUPERSEDED SURVEY CONTROL
 GD0128
 GD0128  NGVD 29 (??/??/??)  160.690  (m)          527.20   (f) ADJUSTED    1 2
 GD0128
 GD0128.Superseded values are not recommended for survey control.
 GD0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0128.See file dsdata.txt to determine how the superseded data were derived.
 GD0128
 GD0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF004410(NAD 83)
 GD0128_MARKER: DB = BENCH MARK DISK
 GD0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0128_STAMPING: A 131 1947
 GD0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0128+STABILITY: SURFACE MOTION
 GD0128
 GD0128  HISTORY     - Date     Condition        Report By
 GD0128  HISTORY     - 1947     MONUMENTED       CGS
 GD0128  HISTORY     - 1971     GOOD             NGS
 GD0128
 GD0128                          STATION DESCRIPTION
 GD0128
 GD0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0128'3.9 MI SE FROM NEW CONCORD.
 GD0128'ABOUT 0.1 MILE SOUTH ALONG A BLACK-TOP ROAD FROM THE SCHOOL AT
 GD0128'NEW CONCORD, THENCE ABOUT 3.8 MILES SOUTHEAST ALONG STATE
 GD0128'HIGHWAY 121, ABOUT 0.9 MILE NORTHWEST OF THE KENTUCKY-TENNESSEE
 GD0128'STATE LINE, ABOUT 3/4 MILE NORTHWEST OF THE JUNCTION OF A GRAVEL
 GD0128'ROAD LEADING WEST, ABOUT 1/4 MILE SOUTHEAST OF THE JUNCTION OF A
 GD0128'DIM ROAD LEADING WEST, AT THE JUNCTION OF A VERY DIM ROAD LEADING
 GD0128'NORTHEAST, 48 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GD0128'24 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 78 FEET WEST
 GD0128'OF A 12-INCH BLAZED OAK TREE, 48 FEET EAST OF THE NORTHEAST END
 GD0128'OF AN 18-INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY, ABOUT 1
 GD0128'FOOT HIGHER THAN THE HIGHWAY AT THE JUNCTION, AND IN THE TOP OF A
 GD0128'CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- 26.3 FT. N. 15E.
 GD0128'TO TVA WASHER IN 8 IN WILDCHERRY.  43.8 FT. N.55W. TO THE NE
 GD0128'CORNER OF CONCRETE WINGWALL OF 24 IN CULVERT.  POST AND SIGN SET
 GD0128'AT MONUMENT.
 GD0128
 GD0128                          STATION RECOVERY (1971)
 GD0128
 GD0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0441 ***********************************************************************
 GD0441  DESIGNATION -  A 132
 GD0441  PID         -  GD0441
 GD0441  STATE/COUNTY-  KY/HICKMAN
 GD0441  USGS QUAD   -  CLINTON (1981)
 GD0441
 GD0441                         *CURRENT SURVEY CONTROL
 GD0441  ___________________________________________________________________
 GD0441* NAD 83(1986)-  36 37 57.     (N)    088 59 36.     (W)     SCALED    
 GD0441* NAVD 88     -       104.732  (meters)     343.61   (feet)  ADJUSTED  
 GD0441  ___________________________________________________________________
 GD0441  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GD0441  DYNAMIC HT  -         104.651 (meters)     343.34  (feet)  COMP
 GD0441  MODELED GRAV-     979,859.1   (mgal)                       NAVD 88
 GD0441
 GD0441  VERT ORDER  -  FIRST     CLASS II
 GD0441
 GD0441.The horizontal coordinates were scaled from a topographic map and have
 GD0441.an estimated accuracy of +/- 6 seconds.
 GD0441
 GD0441.The orthometric height was determined by differential leveling
 GD0441.and adjusted by the National Geodetic Survey in June 1991..
 GD0441
 GD0441.The geoid height was determined by GEOID03.
 GD0441
 GD0441.The dynamic height is computed by dividing the NAVD 88
 GD0441.geopotential number by the normal gravity value computed on the
 GD0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0441.degrees latitude (g = 980.6199 gals.).
 GD0441
 GD0441.The modeled gravity was interpolated from observed gravity values.
 GD0441
 GD0441;                    North         East    Units  Estimated Accuracy
 GD0441;SPC KY1Z     - 1,038,250.    1,209,940.      MT  (+/- 180 meters Scaled)
 GD0441
 GD0441                          SUPERSEDED SURVEY CONTROL
 GD0441
 GD0441  NGVD 29 (??/??/??)  104.661  (m)          343.38   (f) ADJUSTED    1 2
 GD0441
 GD0441.Superseded values are not recommended for survey control.
 GD0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0441.See file dsdata.txt to determine how the superseded data were derived.
 GD0441
 GD0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF217559(NAD 83)
 GD0441_MARKER: DB = BENCH MARK DISK
 GD0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0441_STAMPING: A 132 1948
 GD0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0441+STABILITY: SURFACE MOTION
 GD0441
 GD0441  HISTORY     - Date     Condition        Report By
 GD0441  HISTORY     - 1948     MONUMENTED       CGS
 GD0441  HISTORY     - 1975     MARK NOT FOUND   NGS
 GD0441
 GD0441                          STATION DESCRIPTION
 GD0441
 GD0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0441'2.8 MI S FROM CLINTON.
 GD0441'ABOUT 2.85 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0441'THE STATION AT CLINTON, IN THE NORTHEAST ANGLE OF A NORTH-SOUTH
 GD0441'DIRT ROAD CROSSING, AT MILE POST C 395, 18 FEET EAST OF THE
 GD0441'CENTER LINE OF THE ROAD, 38.5 FEET NORTHEAST OF THE NORTHEAST
 GD0441'RAIL OF NORTH BOUND TRACK, 5 FEET SOUTHWEST OF THE NORTHEAST R/W
 GD0441'FENCE LINE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GD0441'3 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GD0441'PROJECTING 4 INCHES.
 GD0441'NOTE-1975 REPORT--THE AREA WHERE THE MARK IS LOCATED IS OVERGROWN
 GD0441'AND THE MARK PROBABLY STILL EXISTS.  THE EASTERMOST TRACK OF RR HAS
 GD0441'BEEN REMOVED MAKING THE MARK HARDER TO FIND.
 GD0441
 GD0441                          STATION RECOVERY (1975)
 GD0441
 GD0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GD0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0582 ***********************************************************************
 GD0582  DESIGNATION -  A 133
 GD0582  PID         -  GD0582
 GD0582  STATE/COUNTY-  KY/BALLARD
 GD0582  USGS QUAD   -  WICKLIFFE (1983)
 GD0582
 GD0582                         *CURRENT SURVEY CONTROL
 GD0582  ___________________________________________________________________
 GD0582* NAD 83(1986)-  36 57 20.     (N)    089 04 37.     (W)     SCALED    
 GD0582* NAVD 88     -       110.968  (meters)     364.07   (feet)  ADJUSTED  
 GD0582  ___________________________________________________________________
 GD0582  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0582  DYNAMIC HT  -         110.885 (meters)     363.80  (feet)  COMP
 GD0582  MODELED GRAV-     979,881.0   (mgal)                       NAVD 88
 GD0582
 GD0582  VERT ORDER  -  FIRST     CLASS II
 GD0582
 GD0582.The horizontal coordinates were scaled from a topographic map and have
 GD0582.an estimated accuracy of +/- 6 seconds.
 GD0582
 GD0582.The orthometric height was determined by differential leveling
 GD0582.and adjusted by the National Geodetic Survey in June 1991..
 GD0582
 GD0582.The geoid height was determined by GEOID03.
 GD0582
 GD0582.The dynamic height is computed by dividing the NAVD 88
 GD0582.geopotential number by the normal gravity value computed on the
 GD0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0582.degrees latitude (g = 980.6199 gals.).
 GD0582
 GD0582.The modeled gravity was interpolated from observed gravity values.
 GD0582
 GD0582;                    North         East    Units  Estimated Accuracy
 GD0582;SPC KY1Z     - 1,074,340.    1,203,740.      MT  (+/- 180 meters Scaled)
 GD0582
 GD0582                          SUPERSEDED SURVEY CONTROL
 GD0582
 GD0582  NGVD 29 (??/??/??)  110.828  (m)          363.61   (f) ADJUSTED    1 2
 GD0582
 GD0582.Superseded values are not recommended for survey control.
 GD0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0582.See file dsdata.txt to determine how the superseded data were derived.
 GD0582
 GD0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF150919(NAD 83)
 GD0582_MARKER: DB = BENCH MARK DISK
 GD0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0582_STAMPING: A 133 1948
 GD0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0582+STABILITY: SURFACE MOTION
 GD0582
 GD0582  HISTORY     - Date     Condition        Report By
 GD0582  HISTORY     - 1948     MONUMENTED       CGS
 GD0582  HISTORY     - 20020423 MARK NOT FOUND   USACE
 GD0582
 GD0582                          STATION DESCRIPTION
 GD0582
 GD0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0582'1 MI S FROM WICKLIFFE.
 GD0582'1.0 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0582'STATION AT WICKLIFFE, IN THE SOUTH ANGLE OF A PRIVATE ROAD
 GD0582'CROSSING, ABOUT 0.1 MILE NORTHWEST OF MILE POST C 371, 60 FEET
 GD0582'SOUTHWEST OF THE SOUTHWEST RAIL, 10 FEET SOUTHEAST OF THE CENTER
 GD0582'LINE OF THE DRIVE INTO A FARM OWNED BY JACK FIFTHEN, 5.5 FEET
 GD0582'SOUTHEAST OF A GATE POST, 1.5 FEET NORTHEAST OF THE R/W FENCE,
 GD0582'20.5 FEET SOUTHWEST OF A TELEGRAPH POLE, 1.5 FEET NORTHWEST OF A
 GD0582'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN
 GD0582'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 GD0582
 GD0582                          STATION RECOVERY (2002)
 GD0582
 GD0582'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1106 ***********************************************************************
 GC1106  DESIGNATION -  A 134
 GC1106  PID         -  GC1106
 GC1106  STATE/COUNTY-  KY/CHRISTIAN
 GC1106  USGS QUAD   -  OAK GROVE (1982)
 GC1106
 GC1106                         *CURRENT SURVEY CONTROL
 GC1106  ___________________________________________________________________
 GC1106* NAD 83(1986)-  36 39 44.     (N)    087 27 19.     (W)     SCALED    
 GC1106* NAVD 88     -       168.992  (meters)     554.43   (feet)  POSTED    
 GC1106  ___________________________________________________________________
 GC1106  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1106  DYNAMIC HT  -         168.850 (meters)     553.97  (feet)  COMP
 GC1106  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 GC1106
 GC1106  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GC1106
 GC1106.The horizontal coordinates were scaled from a topographic map and have
 GC1106.an estimated accuracy of +/- 6 seconds.
 GC1106
 GC1106.The orthometric height was determined by differential leveling
 GC1106.and adjusted by the National Geodetic Survey in 1992..
 GC1106.No vertical observational check was made to the station.
 GC1106.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GC1106.was located on a no-check spur therefore a value was not computed.
 GC1106
 GC1106.The geoid height was determined by GEOID03.
 GC1106
 GC1106.The dynamic height is computed by dividing the NAVD 88
 GC1106.geopotential number by the normal gravity value computed on the
 GC1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1106.degrees latitude (g = 980.6199 gals.).
 GC1106
 GC1106.The modeled gravity was interpolated from observed gravity values.
 GC1106
 GC1106;                    North         East    Units  Estimated Accuracy
 GC1106;SPC KY1Z     - 1,037,900.    1,347,530.      MT  (+/- 180 meters Scaled)
 GC1106
 GC1106                          SUPERSEDED SURVEY CONTROL
 GC1106
 GC1106  NGVD 29 (??/??/92)  169.049  (m)          554.62   (f) ADJ UNCH    1 2
 GC1106
 GC1106.Superseded values are not recommended for survey control.
 GC1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1106.See file dsdata.txt to determine how the superseded data were derived.
 GC1106
 GC1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF593574(NAD 83)
 GC1106_MARKER: DB = BENCH MARK DISK
 GC1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1106_STAMPING: A 134 1949
 GC1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1106+STABILITY: SURFACE MOTION
 GC1106
 GC1106  HISTORY     - Date     Condition        Report By
 GC1106  HISTORY     - 1949     MONUMENTED       CGS
 GC1106  HISTORY     - 1974     MARK NOT FOUND   USGS
 GC1106  HISTORY     - 1978     MARK NOT FOUND   NGS
 GC1106
 GC1106                          STATION DESCRIPTION
 GC1106
 GC1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1106'AT CAMP CAMPBELL.
 GC1106'AT CAMP CAMPBELL, ABOUT 0.65 MILE WEST ALONG A CONCRETE ROAD
 GC1106'FROM THE JUNCTION OF U.S. HIGHWAY 41A AT GATE NO 6 TO CAMP, AT
 GC1106'A CROSSROAD, 12 FEET SOUTH OF THE PROLONGED CENTER LINE OF THE
 GC1106'ROAD EAST, 40 FEET NORTHWEST OF THE CENTER LINE OF A BLACK
 GC1106'TOP ROAD SOUTHWEST, 10 FEET NORTHWEST OF THE NORTHEAST END
 GC1106'OF THE CONCRETE HEAD WALL OF A 14-INCH PIPE CULVERT UNDER ROAD
 GC1106'SOUTHWEST, 66 FEET SOUTHWEST OF THE CENTER LINE OF THE CONCRETE
 GC1106'ROAD LEADING NORTHWEST, 2 FEET WEST OF A WHITE WOODEN WITNESS
 GC1106'POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A
 GC1106'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- GRASS MOWED, 14 IN
 GC1106'PIPE CULVERT FOUND AND 10 FT FROM IT, NO AREA AT PRESENT IS
 GC1106'LEVEL WITH THE ROADS.
 GC1106
 GC1106                          STATION RECOVERY (1974)
 GC1106
 GC1106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GC1106'MARK NOT FOUND.
 GC1106
 GC1106                          STATION RECOVERY (1978)
 GC1106
 GC1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 GC1106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1746 ***********************************************************************
 GC1746  DESIGNATION -  A 135
 GC1746  PID         -  GC1746
 GC1746  STATE/COUNTY-  KY/TRIGG
 GC1746  USGS QUAD   -  GRACEY (1974)
 GC1746
 GC1746                         *CURRENT SURVEY CONTROL
 GC1746  ___________________________________________________________________
 GC1746* NAD 83(1986)-  36 58 40.     (N)    087 44 45.     (W)     SCALED    
 GC1746* NAVD 88     -       136.101  (meters)     446.52   (feet)  ADJUSTED  
 GC1746  ___________________________________________________________________
 GC1746  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1746  DYNAMIC HT  -         135.996 (meters)     446.18  (feet)  COMP
 GC1746  MODELED GRAV-     979,860.2   (mgal)                       NAVD 88
 GC1746
 GC1746  VERT ORDER  -  FIRST     CLASS I
 GC1746
 GC1746.The horizontal coordinates were scaled from a topographic map and have
 GC1746.an estimated accuracy of +/- 6 seconds.
 GC1746
 GC1746.The orthometric height was determined by differential leveling
 GC1746.and adjusted by the National Geodetic Survey in June 1991..
 GC1746.WARNING-Repeat measurements at this control monument indicate possible
 GC1746.vertical movement.
 GC1746
 GC1746.The geoid height was determined by GEOID03.
 GC1746
 GC1746.The dynamic height is computed by dividing the NAVD 88
 GC1746.geopotential number by the normal gravity value computed on the
 GC1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1746.degrees latitude (g = 980.6199 gals.).
 GC1746
 GC1746.The modeled gravity was interpolated from observed gravity values.
 GC1746
 GC1746;                    North         East    Units  Estimated Accuracy
 GC1746;SPC KY1Z     - 1,073,430.    1,322,310.      MT  (+/- 180 meters Scaled)
 GC1746
 GC1746                          SUPERSEDED SURVEY CONTROL
 GC1746
 GC1746  NGVD 29 (??/??/92)  136.173  (m)          446.76   (f) ADJ UNCH    1 1
 GC1746
 GC1746.Superseded values are not recommended for survey control.
 GC1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1746.See file dsdata.txt to determine how the superseded data were derived.
 GC1746
 GC1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF336926(NAD 83)
 GC1746_MARKER: DB = BENCH MARK DISK
 GC1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1746_STAMPING: A 135 1949
 GC1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1746+STABILITY: SURFACE MOTION
 GC1746
 GC1746  HISTORY     - Date     Condition        Report By
 GC1746  HISTORY     - 1949     MONUMENTED       CGS
 GC1746  HISTORY     - 1968     GOOD             NGS
 GC1746
 GC1746                          STATION DESCRIPTION
 GC1746
 GC1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1746'10 MI NW FROM GRACEY.
 GC1746'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1746'STATION AT GRACEY, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 68
 GC1746'AND STATE HIGHWAY 80, THENCE 2.7 MILES NORTHWEST ALONG STATE
 GC1746'HIGHWAY 128, THENCE 5.85 MILES NORTHWEST ALONG THE ILLINOIS
 GC1746'CENTRAL RAILROAD, 0.15 MILE NORTHWEST OF MILEPOST 112, 222 YARDS
 GC1746'NORTHWEST OF THE NORTHWEST END OF A WOODEN RAILROAD TRESTLE, 48
 GC1746'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 22 1/2 FEET SOUTHEAST OF
 GC1746'THE CENTERLINE OF THE ROAD, 49 FEET EAST OF POWER POLE NUMBER 2,
 GC1746'14 FEET SOUTHEAST OF A BOX ELDER TREE, 1.3 FEET SOUTHEAST OF A
 GC1746'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND
 GC1746'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0149 ***********************************************************************
 HB0149  DESIGNATION -  A 136
 HB0149  PID         -  HB0149
 HB0149  STATE/COUNTY-  KY/CALDWELL
 HB0149  USGS QUAD   -  FREDONIA (1954)
 HB0149
 HB0149                         *CURRENT SURVEY CONTROL
 HB0149  ___________________________________________________________________
 HB0149* NAD 83(1986)-  37 10 13.     (N)    088 01 17.     (W)     SCALED    
 HB0149* NAVD 88     -       150.342  (meters)     493.25   (feet)  ADJUSTED  
 HB0149  ___________________________________________________________________
 HB0149  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 HB0149  DYNAMIC HT  -         150.230 (meters)     492.88  (feet)  COMP
 HB0149  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 HB0149
 HB0149  VERT ORDER  -  FIRST     CLASS II
 HB0149
 HB0149.The horizontal coordinates were scaled from a topographic map and have
 HB0149.an estimated accuracy of +/- 6 seconds.
 HB0149
 HB0149.The orthometric height was determined by differential leveling
 HB0149.and adjusted by the National Geodetic Survey in June 1991..
 HB0149
 HB0149.The geoid height was determined by GEOID03.
 HB0149
 HB0149.The dynamic height is computed by dividing the NAVD 88
 HB0149.geopotential number by the normal gravity value computed on the
 HB0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0149.degrees latitude (g = 980.6199 gals.).
 HB0149
 HB0149.The modeled gravity was interpolated from observed gravity values.
 HB0149
 HB0149;                    North         East    Units  Estimated Accuracy
 HB0149;SPC KY1Z     - 1,095,340.    1,298,300.      MT  (+/- 180 meters Scaled)
 HB0149
 HB0149                          SUPERSEDED SURVEY CONTROL
 HB0149
 HB0149  NGVD 29 (??/??/??)  150.421  (m)          493.51   (f) ADJUSTED    1 2
 HB0149
 HB0149.Superseded values are not recommended for survey control.
 HB0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0149.See file dsdata.txt to determine how the superseded data were derived.
 HB0149
 HB0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG093142(NAD 83)
 HB0149_MARKER: DB = BENCH MARK DISK
 HB0149_SETTING: 66 = SET IN ROCK OUTCROP
 HB0149_SP_SET: ROCK OUTCROP
 HB0149_STAMPING: A 136 1949
 HB0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB0149+STABILITY: POSITION/ELEVATION WELL
 HB0149
 HB0149  HISTORY     - Date     Condition        Report By
 HB0149  HISTORY     - 1949     MONUMENTED       CGS
 HB0149
 HB0149                          STATION DESCRIPTION
 HB0149
 HB0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0149'3.4 MI SE FROM FREDONIA.
 HB0149'3.35 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0149'STATION AT FREDONIA, ABOUT 1.05 MILES WEST OF CHARLINE CROSSROAD,
 HB0149'ABOUT 1.25 MILES EAST OF BAKERS CROSSING, AT THE INSIDE OF A
 HB0149'CURVE, ABOUT 0.35 MILE WEST OF MILE POST E 90, 16.2 FEET SOUTH OF
 HB0149'THE SOUTH RAIL, SET IN THE TOP AND NEAR THE CENTER OF AN IRREGULAR
 HB0149'SHAPED LIMESTONE OUTCROP, AND ABOUT 4 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0722 ***********************************************************************
 HZ0722  DESIGNATION -  A 137
 HZ0722  PID         -  HZ0722
 HZ0722  STATE/COUNTY-  KY/GRANT
 HZ0722  USGS QUAD   -  MASON (1976)
 HZ0722
 HZ0722                         *CURRENT SURVEY CONTROL
 HZ0722  ___________________________________________________________________
 HZ0722* NAD 83(1986)-  38 31 46.     (N)    084 34 33.     (W)     SCALED    
 HZ0722* NAVD 88     -       289.455  (meters)     949.65   (feet)  ADJUSTED  
 HZ0722  ___________________________________________________________________
 HZ0722  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ0722  DYNAMIC HT  -         289.253 (meters)     948.99  (feet)  COMP
 HZ0722  MODELED GRAV-     979,922.6   (mgal)                       NAVD 88
 HZ0722
 HZ0722  VERT ORDER  -  FIRST     CLASS II
 HZ0722
 HZ0722.The horizontal coordinates were scaled from a topographic map and have
 HZ0722.an estimated accuracy of +/- 6 seconds.
 HZ0722
 HZ0722.The orthometric height was determined by differential leveling
 HZ0722.and adjusted by the National Geodetic Survey in June 1991..
 HZ0722.WARNING-Repeat measurements at this control monument indicate possible
 HZ0722.vertical movement.
 HZ0722
 HZ0722.The geoid height was determined by GEOID03.
 HZ0722
 HZ0722.The dynamic height is computed by dividing the NAVD 88
 HZ0722.geopotential number by the normal gravity value computed on the
 HZ0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0722.degrees latitude (g = 980.6199 gals.).
 HZ0722
 HZ0722.The modeled gravity was interpolated from observed gravity values.
 HZ0722
 HZ0722;                    North         East    Units  Estimated Accuracy
 HZ0722;SPC KY1Z     - 1,244,380.    1,602,380.      MT  (+/- 180 meters Scaled)
 HZ0722
 HZ0722                          SUPERSEDED SURVEY CONTROL
 HZ0722
 HZ0722  NGVD 29 (??/??/92)  289.628  (m)          950.22   (f) ADJ UNCH    1 2
 HZ0722
 HZ0722.Superseded values are not recommended for survey control.
 HZ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0722.See file dsdata.txt to determine how the superseded data were derived.
 HZ0722
 HZ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH113673(NAD 83)
 HZ0722_MARKER: DB = BENCH MARK DISK
 HZ0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0722_SP_SET: CONCRETE POST
 HZ0722_STAMPING: A 137 1949
 HZ0722_MARK LOGO: CGS   
 HZ0722_PROJECTION: PROJECTING 5 CENTIMETERS
 HZ0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0722+STABILITY: SURFACE MOTION
 HZ0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0722+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 HZ0722
 HZ0722  HISTORY     - Date     Condition        Report By
 HZ0722  HISTORY     - 1949     MONUMENTED       CGS
 HZ0722  HISTORY     - 1964     GOOD             NGS
 HZ0722  HISTORY     - 1985     GOOD             NGS
 HZ0722  HISTORY     - 20021003 GOOD             KYDT
 HZ0722
 HZ0722                          STATION DESCRIPTION
 HZ0722
 HZ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0722'2.6 MI N FROM CORINTH.
 HZ0722'2.65 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0722'CORINTH, ABOUT 138 YARDS NORTH OF MILE POST 46, 80 YARDS NORTH
 HZ0722'OF A WOODEN OVERPASS (NO. 45.9) OVER THE TRACKS, 48 FEET EAST
 HZ0722'OF THE EAST RAIL OF THE EAST TRACK, 2 1/2 FEET EAST OF A FENCE
 HZ0722'LINE, 14 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD, 9 FEET
 HZ0722'SOUTHEAST OF A TELEPHONE POLE, 70 FEET SOUTHWEST AND ACROSS
 HZ0722'THE GRAVEL ROAD FROM TELEPHONE POLE NO. 2110, 56 FEET SOUTH
 HZ0722'OF A FENCE CORNER, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 HZ0722'ABOUT 7 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 HZ0722'POST PROJECTING 3 INCHES.  NOTE-- THE MARK IS 2 FEET EAST OF A
 HZ0722'STEEL WITNESS POST.
 HZ0722
 HZ0722                          STATION RECOVERY (1964)
 HZ0722
 HZ0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0722'RECOVERED IN GOOD CONDITION.
 HZ0722
 HZ0722                          STATION RECOVERY (1985)
 HZ0722
 HZ0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0722'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  5.8 KM (3.6 MI)
 HZ0722'SOUTHWEST ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE IN MASON, THENCE
 HZ0722'0.08 KM (0.05 MI) NORTHEAST ALONG BRACHT ROAD TO THE MARK ON THE LEFT,
 HZ0722'126.2 METERS (138 YARDS) NORTH OF MILE POST 46, 73.15 METERS (80
 HZ0722'YARDS) NORTH OF A WOODEN OVERPASS, 4.57 METERS (15.0 FT) WEST OF THE
 HZ0722'CENTER OF THE ROAD, 14.63 METERS (48.0 FT) EAST OF THE EAST RAIL OF
 HZ0722'THE EAST TRACK, 0.76 METER (2.5 FT) EAST OF A FENCE LINE.
 HZ0722'THE MARK IS 0.61 METERS  E FROM  A WITNESS POST
 HZ0722'THE MARK IS 0.30 M BELOW ROAD.
 HZ0722
 HZ0722                          STATION RECOVERY (2002)
 HZ0722
 HZ0722'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0722'MARK IS 73.3 FEET SOUTHWEST ACROSS ROAD FROM TELEPHONE POLE G19304,
 HZ0722'16.3 FEET WEST OF CENTERLINE OF A BLACKTOP DRIVE, 1 FOOT EAST OF
 HZ0722'CARSONITE WITNESS POST AND BURIED 1 FOOT. RR SPIKES WERE PLACED ATOP
 HZ0722'MARK TO AID IN RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0161 ***********************************************************************
 HB0161  DESIGNATION -  A 138
 HB0161  PID         -  HB0161
 HB0161  STATE/COUNTY-  KY/CRITTENDEN
 HB0161  USGS QUAD   -  DYCUSBURG (1973)
 HB0161
 HB0161                         *CURRENT SURVEY CONTROL
 HB0161  ___________________________________________________________________
 HB0161* NAD 83(1986)-  37 09 34.     (N)    088 11 10.     (W)     SCALED    
 HB0161* NAVD 88     -       104.169  (meters)     341.76   (feet)  ADJUSTED  
 HB0161  ___________________________________________________________________
 HB0161  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 HB0161  DYNAMIC HT  -         104.092 (meters)     341.51  (feet)  COMP
 HB0161  MODELED GRAV-     979,890.4   (mgal)                       NAVD 88
 HB0161
 HB0161  VERT ORDER  -  FIRST     CLASS II
 HB0161
 HB0161.The horizontal coordinates were scaled from a topographic map and have
 HB0161.an estimated accuracy of +/- 6 seconds.
 HB0161
 HB0161.The orthometric height was determined by differential leveling
 HB0161.and adjusted by the National Geodetic Survey in June 1991..
 HB0161
 HB0161.The geoid height was determined by GEOID03.
 HB0161
 HB0161.The dynamic height is computed by dividing the NAVD 88
 HB0161.geopotential number by the normal gravity value computed on the
 HB0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0161.degrees latitude (g = 980.6199 gals.).
 HB0161
 HB0161.The modeled gravity was interpolated from observed gravity values.
 HB0161
 HB0161;                    North         East    Units  Estimated Accuracy
 HB0161;SPC KY1Z     - 1,094,510.    1,283,640.      MT  (+/- 180 meters Scaled)
 HB0161
 HB0161                          SUPERSEDED SURVEY CONTROL
 HB0161
 HB0161  NGVD 29 (??/??/??)  104.246  (m)          342.01   (f) ADJUSTED    1 2
 HB0161
 HB0161.Superseded values are not recommended for survey control.
 HB0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0161.See file dsdata.txt to determine how the superseded data were derived.
 HB0161
 HB0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG946132(NAD 83)
 HB0161_MARKER: DB = BENCH MARK DISK
 HB0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0161_STAMPING: A 138 1949
 HB0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0161+STABILITY: SURFACE MOTION
 HB0161
 HB0161  HISTORY     - Date     Condition        Report By
 HB0161  HISTORY     - 1949     MONUMENTED       CGS
 HB0161
 HB0161                          STATION DESCRIPTION
 HB0161
 HB0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0161'AT DYCUSBURG.
 HB0161'AT DYCUSBURG, ABOUT 0.1 MILE EAST OF THE WATERS EDGE AT FERRY
 HB0161'LANDING ON CUMBERLAND RIVER, 133 FEET NORTH OF THE CENTER OF THE
 HB0161'JUNCTION OF STATE HIGHWAYS 70 AND 295, ON THE NORTH SIDE OF AN OLD
 HB0161'BUILDING NOW OCCUPIED BY A SHOE SHOP, 46 FEET SOUTHWEST OF THE
 HB0161'CENTER LINE OF A STREET INTERSECTION, 40 FEET WEST OF THE CENTER
 HB0161'LINE OF THE SOUTH TANGENT OF HIGHWAY 70, 19 FEET SOUTH OF THE CENTER
 HB0161'LINE OF HIGHWAY 70 LEADING EAST TO FERRY, 16 1/2 FEET WEST OF A
 HB0161'RIVER GAGE AT THE NORTHEAST CORNER OF THE OLD STORE BUILDING, 1
 HB0161'FOOT NORTH OF THE NORTH WALL OF THE STORE, 1 1/2 FEET WEST OF A WHITE
 HB0161'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN THE
 HB0161'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0114 ***********************************************************************
 HB0114  DESIGNATION -  A 139
 HB0114  PID         -  HB0114
 HB0114  STATE/COUNTY-  KY/CRITTENDEN
 HB0114  USGS QUAD   -  MARION (1954)
 HB0114
 HB0114                         *CURRENT SURVEY CONTROL
 HB0114  ___________________________________________________________________
 HB0114* NAD 83(1986)-  37 22 14.     (N)    088 01 59.     (W)     SCALED    
 HB0114* NAVD 88     -       165.475  (meters)     542.90   (feet)  ADJUSTED  
 HB0114  ___________________________________________________________________
 HB0114  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 HB0114  DYNAMIC HT  -         165.354 (meters)     542.50  (feet)  COMP
 HB0114  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 HB0114
 HB0114  VERT ORDER  -  FIRST     CLASS II
 HB0114
 HB0114.The horizontal coordinates were scaled from a topographic map and have
 HB0114.an estimated accuracy of +/- 6 seconds.
 HB0114
 HB0114.The orthometric height was determined by differential leveling
 HB0114.and adjusted by the National Geodetic Survey in June 1991..
 HB0114
 HB0114.The geoid height was determined by GEOID03.
 HB0114
 HB0114.The dynamic height is computed by dividing the NAVD 88
 HB0114.geopotential number by the normal gravity value computed on the
 HB0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0114.degrees latitude (g = 980.6199 gals.).
 HB0114
 HB0114.The modeled gravity was interpolated from observed gravity values.
 HB0114
 HB0114;                    North         East    Units  Estimated Accuracy
 HB0114;SPC KY1Z     - 1,117,590.    1,297,800.      MT  (+/- 180 meters Scaled)
 HB0114
 HB0114                          SUPERSEDED SURVEY CONTROL
 HB0114
 HB0114  NGVD 29 (??/??/??)  165.555  (m)          543.16   (f) ADJUSTED    1 2
 HB0114
 HB0114.Superseded values are not recommended for survey control.
 HB0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0114.See file dsdata.txt to determine how the superseded data were derived.
 HB0114
 HB0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG085364(NAD 83)
 HB0114_MARKER: DB = BENCH MARK DISK
 HB0114_SETTING: 66 = SET IN ROCK OUTCROP
 HB0114_SP_SET: ROCK OUTCROP
 HB0114_STAMPING: A 139 1949
 HB0114_MARK LOGO: CGS   
 HB0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB0114+STABILITY: POSITION/ELEVATION WELL
 HB0114
 HB0114  HISTORY     - Date     Condition        Report By
 HB0114  HISTORY     - 1949     MONUMENTED       CGS
 HB0114  HISTORY     - 1985     GOOD             NGS
 HB0114
 HB0114                          STATION DESCRIPTION
 HB0114
 HB0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0114'3.9 MI NE FROM MARION.
 HB0114'3.9 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0114'STATION AT MARION, NEAR THE CENTER OF A ROCK CUT, SET IN THE TOP
 HB0114'OF AN OUTCROPPING SANDSTONE ROCK, 61 FEET SOUTH-SOUTHEAST OF
 HB0114'TELEPHONE POLE NO. 2152, 30 FEET SOUTHWEST OF THE CENTER OF THE
 HB0114'TRACK AT A POINT WHERE TWO TELEPHONE WIRES CROSS TRACK TO THE EAST,
 HB0114'5.8 FEET NORTH-NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 1 FOOT
 HB0114'ABOVE THE TRACK.
 HB0114
 HB0114                          STATION RECOVERY (1985)
 HB0114
 HB0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0114'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.6 KM (4.1
 HB0114'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 HB0114'HIGHWAY 641 IN MARION, ON A SMALL LEDGE NEAR THE CENTER OF A LARGE
 HB0114'VERTICALLY EXPOSED AREA OF BEDROCK IN A RAILROAD CUT, AT THE CREST OF
 HB0114'A HILL, AT A SMALL HIGHWAY PULLOUT, 27.4 M (89.9 FT) SOUTHEAST OF THE
 HB0114'CENTERLINE OF THE HIGHWAY, AND 2.6 M (8.5 FT) NORTHWEST OF THE NEAL
 HB0114'RAIL OF THE ILLINOIS CENTRAL RAILROAD.
 HB0114'THE MARK IS 0.4 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0178 ***********************************************************************
 HA0178  DESIGNATION -  A 14
 HA0178  PID         -  HA0178
 HA0178  STATE/COUNTY-  KY/BARREN
 HA0178  USGS QUAD   -  PARK CITY (1973)
 HA0178
 HA0178                         *CURRENT SURVEY CONTROL
 HA0178  ___________________________________________________________________
 HA0178* NAD 83(1986)-  37 04 07.     (N)    086 01 22.     (W)     SCALED    
 HA0178* NAVD 88     -       211.608  (meters)     694.25   (feet)  ADJUSTED  
 HA0178  ___________________________________________________________________
 HA0178  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HA0178  DYNAMIC HT  -         211.440 (meters)     693.70  (feet)  COMP
 HA0178  MODELED GRAV-     979,833.0   (mgal)                       NAVD 88
 HA0178
 HA0178  VERT ORDER  -  FIRST     CLASS I
 HA0178
 HA0178.The horizontal coordinates were scaled from a topographic map and have
 HA0178.an estimated accuracy of +/- 6 seconds.
 HA0178
 HA0178.The orthometric height was determined by differential leveling
 HA0178.and adjusted by the National Geodetic Survey in June 1991..
 HA0178
 HA0178.The geoid height was determined by GEOID03.
 HA0178
 HA0178.The dynamic height is computed by dividing the NAVD 88
 HA0178.geopotential number by the normal gravity value computed on the
 HA0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0178.degrees latitude (g = 980.6199 gals.).
 HA0178
 HA0178.The modeled gravity was interpolated from observed gravity values.
 HA0178
 HA0178;                    North         East    Units  Estimated Accuracy
 HA0178;SPC KY1Z     - 1,081,640.    1,475,740.      MT  (+/- 180 meters Scaled)
 HA0178
 HA0178                          SUPERSEDED SURVEY CONTROL
 HA0178
 HA0178  NGVD 29 (??/??/92)  211.724  (m)          694.63   (f) ADJ UNCH    1 1
 HA0178
 HA0178.Superseded values are not recommended for survey control.
 HA0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0178.See file dsdata.txt to determine how the superseded data were derived.
 HA0178
 HA0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG868029(NAD 83)
 HA0178_MARKER: DB = BENCH MARK DISK
 HA0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0178_STAMPING: A 14 1928 694.631
 HA0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0178+STABILITY: SURFACE MOTION
 HA0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0178+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 HA0178
 HA0178  HISTORY     - Date     Condition        Report By
 HA0178  HISTORY     - 1928     MONUMENTED       CGS
 HA0178  HISTORY     - 1968     GOOD             NGS
 HA0178  HISTORY     - 20051017 GOOD             GRWAS
 HA0178
 HA0178                          STATION DESCRIPTION
 HA0178
 HA0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0178'2.2 MI SE FROM PARK CITY.
 HA0178'ABOUT 0.15 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0178'FROM THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 255 AT PARK
 HA0178'CITY TO GLASGOW JUNCTION, THENCE 2.05 MILES SOUTHEAST ALONG THE
 HA0178'LOUISVILLE AND NASHVILLE RAILROAD, 160 YARDS SOUTHEAST OF MILEPOST
 HA0178'93, 52 FEET EAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 HA0178'AND COUNTY ROAD 602, 22 FEET NORTHEAST OF THE NORTHEAST RAIL, 17
 HA0178'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.0 FOOT SOUTH OF
 HA0178'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK,
 HA0178'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 HA0178
 HA0178                          STATION RECOVERY (2005)
 HA0178
 HA0178'RECOVERY NOTE BY GRW AERIAL SURVEY 2005 (DS)
 HA0178'PORTION OF CONCRETE BASE CHIPPED FROM CLEARING AND GRADING WORK
 HA0178'NEARBY. CARSONITE POST BROKEN AND REINFORCED WITH WOOD LATHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0081 ***********************************************************************
 HB0081  DESIGNATION -  A 140
 HB0081  PID         -  HB0081
 HB0081  STATE/COUNTY-  KY/UNION
 HB0081  USGS QUAD   -  DEKOVEN (1996)
 HB0081
 HB0081                         *CURRENT SURVEY CONTROL
 HB0081  ___________________________________________________________________
 HB0081* NAD 83(1986)-  37 34 10.     (N)    088 05 01.     (W)     SCALED    
 HB0081* NAVD 88     -       110.155  (meters)     361.40   (feet)  ADJUSTED  
 HB0081  ___________________________________________________________________
 HB0081  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HB0081  DYNAMIC HT  -         110.076 (meters)     361.14  (feet)  COMP
 HB0081  MODELED GRAV-     979,913.3   (mgal)                       NAVD 88
 HB0081
 HB0081  VERT ORDER  -  FIRST     CLASS II
 HB0081
 HB0081.The horizontal coordinates were scaled from a topographic map and have
 HB0081.an estimated accuracy of +/- 6 seconds.
 HB0081
 HB0081.The orthometric height was determined by differential leveling
 HB0081.and adjusted by the National Geodetic Survey in June 1991..
 HB0081
 HB0081.The geoid height was determined by GEOID03.
 HB0081
 HB0081.The dynamic height is computed by dividing the NAVD 88
 HB0081.geopotential number by the normal gravity value computed on the
 HB0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0081.degrees latitude (g = 980.6199 gals.).
 HB0081
 HB0081.The modeled gravity was interpolated from observed gravity values.
 HB0081
 HB0081;                    North         East    Units  Estimated Accuracy
 HB0081;SPC KY1Z     - 1,139,760.    1,293,880.      MT  (+/- 180 meters Scaled)
 HB0081
 HB0081                          SUPERSEDED SURVEY CONTROL
 HB0081
 HB0081  NGVD 29 (??/??/??)  110.250  (m)          361.71   (f) ADJUSTED    1 2
 HB0081
 HB0081.Superseded values are not recommended for survey control.
 HB0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0081.See file dsdata.txt to determine how the superseded data were derived.
 HB0081
 HB0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG043585(NAD 83)
 HB0081_MARKER: DB = BENCH MARK DISK
 HB0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0081_STAMPING: A 140 1949
 HB0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0081+STABILITY: SURFACE MOTION
 HB0081
 HB0081  HISTORY     - Date     Condition        Report By
 HB0081  HISTORY     - 1949     MONUMENTED       CGS
 HB0081
 HB0081                          STATION DESCRIPTION
 HB0081
 HB0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0081'5.9 MI NW FROM STURGIS.
 HB0081'ABOUT 5.9 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0081'THE STATION AT STURGIS, AT A ROAD CROSSING, 34 FEET SOUTH-SOUTHEAST
 HB0081'AND ACROSS THE ROAD FROM THE SOUTHWEST END OF A 24-INCH PIPE
 HB0081'CULVERT UNDER TRACK, 34 1/2 FEET SOUTH OF THE CENTER OF THE CROSSING,
 HB0081'26 1/2 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 31 1/2 FEET
 HB0081'SOUTH-SOUTHWEST OF THE NEAR RAIL, 18 FEET SOUTH-SOUTHEAST OF THE
 HB0081'CENTER LINE OF THE ROAD, 4 1/2 FEET NORTHEAST OF THE R/W FENCE
 HB0081'LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 2 1/2
 HB0081'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 HB0081'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1422 ***********************************************************************
 HZ1422  DESIGNATION -  A 141
 HZ1422  PID         -  HZ1422
 HZ1422  STATE/COUNTY-  KY/JEFFERSON
 HZ1422  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1422
 HZ1422                         *CURRENT SURVEY CONTROL
 HZ1422  ___________________________________________________________________
 HZ1422* NAD 83(1986)-  38 10 50.     (N)    085 45 15.     (W)     SCALED    
 HZ1422* NAVD 88     -       144.591  (meters)     474.38   (feet)  ADJUSTED  
 HZ1422  ___________________________________________________________________
 HZ1422  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ1422  DYNAMIC HT  -         144.493 (meters)     474.06  (feet)  COMP
 HZ1422  MODELED GRAV-     979,948.0   (mgal)                       NAVD 88
 HZ1422
 HZ1422  VERT ORDER  -  SECOND    CLASS 0
 HZ1422
 HZ1422.The horizontal coordinates were scaled from a topographic map and have
 HZ1422.an estimated accuracy of +/- 6 seconds.
 HZ1422
 HZ1422.The orthometric height was determined by differential leveling
 HZ1422.and adjusted by the National Geodetic Survey in June 1991..
 HZ1422
 HZ1422.The geoid height was determined by GEOID03.
 HZ1422
 HZ1422.The dynamic height is computed by dividing the NAVD 88
 HZ1422.geopotential number by the normal gravity value computed on the
 HZ1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1422.degrees latitude (g = 980.6199 gals.).
 HZ1422
 HZ1422.The modeled gravity was interpolated from observed gravity values.
 HZ1422
 HZ1422;                    North         East    Units  Estimated Accuracy
 HZ1422;SPC KY1Z     - 1,205,010.    1,499,640.      MT  (+/- 180 meters Scaled)
 HZ1422
 HZ1422                          SUPERSEDED SURVEY CONTROL
 HZ1422
 HZ1422  NGVD 29 (??/??/92)  144.743  (m)          474.88   (f) ADJ UNCH    2 0
 HZ1422
 HZ1422.Superseded values are not recommended for survey control.
 HZ1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1422.See file dsdata.txt to determine how the superseded data were derived.
 HZ1422
 HZ1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH091265(NAD 83)
 HZ1422_MARKER: DB = BENCH MARK DISK
 HZ1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1422_STAMPING: A 141 1949
 HZ1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1422+STABILITY: SURFACE MOTION
 HZ1422
 HZ1422  HISTORY     - Date     Condition        Report By
 HZ1422  HISTORY     - 1949     MONUMENTED       CGS
 HZ1422  HISTORY     - 1961     GOOD             NGS
 HZ1422
 HZ1422                          STATION DESCRIPTION
 HZ1422
 HZ1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1422'AT LOUISVILLE.
 HZ1422'AT LOUISVILLE, ABOUT 4.6 MILES SOUTH ALONG THE LOUISVILLE AND
 HZ1422'NASHVILLE RAILROAD FROM THE STATION, AT THE JUNCTION OF LOUISVILLE
 HZ1422'AVENUE AND WABASSO AVENUE, AT THE NORTHWEST CORNER OF A STEEL
 HZ1422'FENCE AROUND RELIANCE VARNISH COMPANY, 68.5 FEET EAST AND ACROSS
 HZ1422'LOUISVILLE AVENUE FROM THE EAST RAIL OF THE NORTH BOUND TRACK,
 HZ1422'47 FEET SOUTH OF THE CENTER OF THE JUNCTION, 40 FEET SOUTH OF
 HZ1422'THE CENTER LINE OF WABASSO AVENUE, 15 FEET EAST OF THE CENTER
 HZ1422'LINE OF LOUISVILLE AVENUE, 19 FEET SOUTH OF POWER LINE POLE
 HZ1422'F 10-115, 11 FEET SOUTH OF A FENCE CORNER,1.5 FEET WEST OF
 HZ1422'A FENCE LINE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 HZ1422'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 HZ1422'OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ1422
 HZ1422                          STATION RECOVERY (1961)
 HZ1422
 HZ1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HZ1422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0648 ***********************************************************************
 JZ0648  DESIGNATION -  A 142
 JZ0648  PID         -  JZ0648
 JZ0648  STATE/COUNTY-  KY/KENTON
 JZ0648  USGS QUAD   -  COVINGTON (1987)
 JZ0648
 JZ0648                         *CURRENT SURVEY CONTROL
 JZ0648  ___________________________________________________________________
 JZ0648* NAD 83(1986)-  39 05 45.     (N)    084 32 33.     (W)     SCALED    
 JZ0648* NAVD 88     -       164.175  (meters)     538.63   (feet)  ADJUSTED  
 JZ0648  ___________________________________________________________________
 JZ0648  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0648  DYNAMIC HT  -         164.071 (meters)     538.29  (feet)  COMP
 JZ0648  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JZ0648
 JZ0648  VERT ORDER  -  FIRST     CLASS II
 JZ0648
 JZ0648.The horizontal coordinates were scaled from a topographic map and have
 JZ0648.an estimated accuracy of +/- 6 seconds.
 JZ0648
 JZ0648.The orthometric height was determined by differential leveling
 JZ0648.and adjusted by the National Geodetic Survey in June 1991..
 JZ0648.WARNING-Repeat measurements at this control monument indicate possible
 JZ0648.vertical movement.
 JZ0648
 JZ0648.The geoid height was determined by GEOID03.
 JZ0648
 JZ0648.The dynamic height is computed by dividing the NAVD 88
 JZ0648.geopotential number by the normal gravity value computed on the
 JZ0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0648.degrees latitude (g = 980.6199 gals.).
 JZ0648
 JZ0648.The modeled gravity was interpolated from observed gravity values.
 JZ0648
 JZ0648;                    North         East    Units  Estimated Accuracy
 JZ0648;SPC KY1Z     - 1,307,290.    1,604,470.      MT  (+/- 180 meters Scaled)
 JZ0648
 JZ0648                          SUPERSEDED SURVEY CONTROL
 JZ0648
 JZ0648  NGVD 29 (??/??/92)  164.394  (m)          539.35   (f) ADJ UNCH    1 2
 JZ0648
 JZ0648.Superseded values are not recommended for survey control.
 JZ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0648.See file dsdata.txt to determine how the superseded data were derived.
 JZ0648
 JZ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ125302(NAD 83)
 JZ0648_MARKER: DB = BENCH MARK DISK
 JZ0648_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ0648_SP_SET: RAILROAD BRIDGE ABUTMENT
 JZ0648_STAMPING: A 142 1949
 JZ0648_MARK LOGO: CGS   
 JZ0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ0648+STABILITY: POSITION/ELEVATION WELL
 JZ0648
 JZ0648  HISTORY     - Date     Condition        Report By
 JZ0648  HISTORY     - 1949     MONUMENTED       CGS
 JZ0648  HISTORY     - 1985     GOOD             NGS
 JZ0648
 JZ0648                          STATION DESCRIPTION
 JZ0648
 JZ0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JZ0648'AT LUDLOW.
 JZ0648'AT LUDLOW, ABOUT 120 YARDS NORTH OF THE SOUTHERN RAILWAY STATION,
 JZ0648'IN THE TOP AND EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 JZ0648'SOUTHERN RAILWAY BRIDGE ACROSS THE OHIO RIVER, 6.5 FEET EAST
 JZ0648'OF THE EAST RAIL OF THE EAST TRACK AND ABOUT LEVEL WITH THE
 JZ0648'TRACK.
 JZ0648
 JZ0648                          STATION RECOVERY (1985)
 JZ0648
 JZ0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0670 ***********************************************************************
 JZ0670  DESIGNATION -  A 143
 JZ0670  PID         -  JZ0670
 JZ0670  STATE/COUNTY-  KY/KENTON
 JZ0670  USGS QUAD   -  COVINGTON (1987)
 JZ0670
 JZ0670                         *CURRENT SURVEY CONTROL
 JZ0670  ___________________________________________________________________
 JZ0670* NAD 83(1986)-  39 00 00.     (N)    084 36 26.     (W)     SCALED    
 JZ0670* NAVD 88     -       266.152  (meters)     873.20   (feet)  ADJUSTED  
 JZ0670  ___________________________________________________________________
 JZ0670  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ0670  DYNAMIC HT  -         265.980 (meters)     872.64  (feet)  COMP
 JZ0670  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 JZ0670
 JZ0670  VERT ORDER  -  FIRST     CLASS II
 JZ0670
 JZ0670.The horizontal coordinates were scaled from a topographic map and have
 JZ0670.an estimated accuracy of +/- 6 seconds.
 JZ0670
 JZ0670.The orthometric height was determined by differential leveling
 JZ0670.and adjusted by the National Geodetic Survey in June 1991..
 JZ0670
 JZ0670.The geoid height was determined by GEOID03.
 JZ0670
 JZ0670.The dynamic height is computed by dividing the NAVD 88
 JZ0670.geopotential number by the normal gravity value computed on the
 JZ0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0670.degrees latitude (g = 980.6199 gals.).
 JZ0670
 JZ0670.The modeled gravity was interpolated from observed gravity values.
 JZ0670
 JZ0670;                    North         East    Units  Estimated Accuracy
 JZ0670;SPC KY1Z     - 1,296,580.    1,599,000.      MT  (+/- 180 meters Scaled)
 JZ0670
 JZ0670                          SUPERSEDED SURVEY CONTROL
 JZ0670
 JZ0670  NGVD 29 (??/??/92)  266.357  (m)          873.87   (f) ADJ UNCH    1 2
 JZ0670
 JZ0670.Superseded values are not recommended for survey control.
 JZ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0670.See file dsdata.txt to determine how the superseded data were derived.
 JZ0670
 JZ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ072195(NAD 83)
 JZ0670_MARKER: DB = BENCH MARK DISK
 JZ0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0670_STAMPING: A 143 1949
 JZ0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0670+STABILITY: SURFACE MOTION
 JZ0670
 JZ0670  HISTORY     - Date     Condition        Report By
 JZ0670  HISTORY     - 1949     MONUMENTED       CGS
 JZ0670  HISTORY     - 1978     MARK NOT FOUND   USGS
 JZ0670  HISTORY     - 1985     MARK NOT FOUND   NGS
 JZ0670
 JZ0670                          STATION DESCRIPTION
 JZ0670
 JZ0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JZ0670'1.2 MI S FROM ERLANGER.
 JZ0670'1.25 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JZ0670'ERLANGER, ABOUT 225 YARDS SOUTH OF MILE POST 11, ABOUT 90 YARDS
 JZ0670'SOUTH OF THE NORTH END OF A LONG CURVE AND AT THE OUTSIDE OF THE
 JZ0670'CURVE, ABOUT 147 YARDS SOUTH OF A PRIVATE ROAD CROSSING, AT THE
 JZ0670'EAST EDGE OF WOODS, 32 FEET SOUTH OF A POWER LINE POLE, 29 FEET
 JZ0670'WEST OF THE WEST RAIL OF THE WEST TRACK, 3.5 FEET SOUTH OF A FOOT
 JZ0670'PATH, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 JZ0670'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JZ0670'PROJECTING 4 INCHES.
 JZ0670
 JZ0670                          STATION RECOVERY (1978)
 JZ0670
 JZ0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 JZ0670'MARK NOT FOUND.
 JZ0670
 JZ0670                          STATION RECOVERY (1985)
 JZ0670
 JZ0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0670'NOT RECOVERED, NO EVIDENCE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2573 ***********************************************************************
 HZ2573  DESIGNATION -  A 144 RESET
 HZ2573  PID         -  HZ2573
 HZ2573  STATE/COUNTY-  KY/SCOTT
 HZ2573  USGS QUAD   -  DELAPLAIN (1993)
 HZ2573
 HZ2573                         *CURRENT SURVEY CONTROL
 HZ2573  ___________________________________________________________________
 HZ2573* NAD 83(1986)-  38 16 20.     (N)    084 32 58.     (W)     SCALED    
 HZ2573* NAVD 88     -       264.31   (meters)     867.2    (feet)  RESET     
 HZ2573  ___________________________________________________________________
 HZ2573  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HZ2573
 HZ2573  VERT ORDER  -  THIRD
 HZ2573
 HZ2573.The horizontal coordinates were scaled from a topographic map and have
 HZ2573.an estimated accuracy of +/- 6 seconds.
 HZ2573
 HZ2573.The orthometric height was computed from unverified reset data.
 HZ2573.No vertical observational check was made to the station.
 HZ2573
 HZ2573.The geoid height was determined by GEOID03.
 HZ2573
 HZ2573;                    North         East    Units  Estimated Accuracy
 HZ2573;SPC KY1Z     - 1,215,860.    1,605,050.      MT  (+/- 180 meters Scaled)
 HZ2573
 HZ2573                          SUPERSEDED SURVEY CONTROL
 HZ2573
 HZ2573  NGVD 29 (10/08/05)  264.49   (m)          867.7    (f) RESET       3  
 HZ2573
 HZ2573.Superseded values are not recommended for survey control.
 HZ2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2573.See file dsdata.txt to determine how the superseded data were derived.
 HZ2573
 HZ2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH143388(NAD 83)
 HZ2573_MARKER: DB = BENCH MARK DISK
 HZ2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2573_SP_SET: CONCRETE POST
 HZ2573_STAMPING: A 144 RESET 1987
 HZ2573_MARK LOGO: LOCSUR
 HZ2573_PROJECTION: FLUSH
 HZ2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2573+STABILITY: SURFACE MOTION
 HZ2573
 HZ2573  HISTORY     - Date     Condition        Report By
 HZ2573  HISTORY     - 1987     MONUMENTED       LOCSUR
 HZ2573
 HZ2573                          STATION DESCRIPTION
 HZ2573
 HZ2573'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987
 HZ2573'7.6 KM (4.70 MI) NORTH FROM GEORGETOWN.
 HZ2573'4.7 MILES NORTH ALONG SOUTHERN RAILWAY FROM THE STATION IN GEORGETOWN,
 HZ2573'AT DELAPLAIN, 350 FEET SOUTH ALONG TRACKS FROM SOUTH EDGE OF BRIDGE
 HZ2573'(DELAPLAIN RD.), 26.7 FEET WEST OF WEST RAIL OF WEST TRACK, 41.5 FEET
 HZ2573'EAST OF EAST EDGE OF ROAD PARALLELING TRACKS, 97 FEET SOUTH OF GUY
 HZ2573'POLE, AND 1.5 FEET NORTH OF ORANGE FIBER GLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1856 ***********************************************************************
 HZ1856  DESIGNATION -  A 145 RESET
 HZ1856  PID         -  HZ1856
 HZ1856  STATE/COUNTY-  KY/FAYETTE
 HZ1856  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ1856
 HZ1856                         *CURRENT SURVEY CONTROL
 HZ1856  ___________________________________________________________________
 HZ1856* NAD 83(1993)-  38 02 42.83436(N)    084 34 21.06310(W)     ADJUSTED  
 HZ1856* NAVD 88     -       293.44   (meters)     962.7    (feet)  RESET     
 HZ1856  ___________________________________________________________________
 HZ1856  X           -     475,723.391 (meters)                     COMP
 HZ1856  Y           -  -5,006,992.784 (meters)                     COMP
 HZ1856  Z           -   3,909,559.368 (meters)                     COMP
 HZ1856  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 HZ1856  ELLIP HEIGHT-         260.18  (meters)          (12/20/95) GPS OBS
 HZ1856  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ1856
 HZ1856  HORZ ORDER  -  FIRST
 HZ1856  VERT ORDER  -  THIRD
 HZ1856  ELLP ORDER  -  FOURTH    CLASS I
 HZ1856
 HZ1856.The horizontal coordinates were established by GPS observations
 HZ1856.and adjusted by the National Geodetic Survey in December 1995..
 HZ1856
 HZ1856.The orthometric height was computed from unverified reset data.
 HZ1856.No vertical observational check was made to the station.
 HZ1856
 HZ1856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1856
 HZ1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1856
 HZ1856.The ellipsoidal height was determined by GPS observations
 HZ1856.and is referenced to NAD 83.
 HZ1856
 HZ1856.The geoid height was determined by GEOID03.
 HZ1856
 HZ1856;                    North         East     Units Scale Factor Converg.
 HZ1856;SPC KY1Z     - 1,190,643.034 1,603,345.508   MT  0.99990927   +0 43 22.5
 HZ1856;SPC KY1Z     - 3,906,301.35  5,260,309.39   sFT  0.99990927   +0 43 22.5
 HZ1856;SPC KY N     -    60,568.373   471,690.268   MT  0.99998904   -0 12 02.3
 HZ1856;SPC KY N     -   198,714.74  1,547,537.15   sFT  0.99998904   -0 12 02.3
 HZ1856;UTM  16      - 4,213,615.441   713,010.974   MT  1.00015886   +1 29 47.7
 HZ1856
 HZ1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1856!SPC KY1Z     -   0.99995918  x   0.99990927  =   0.99986845
 HZ1856!SPC KY N     -   0.99995918  x   0.99998904  =   0.99994822
 HZ1856!UTM  16      -   0.99995918  x   1.00015886  =   1.00011803
 HZ1856
 HZ1856                          SUPERSEDED SURVEY CONTROL
 HZ1856
 HZ1856  NAD 83(1986)-  38 02 42.84200(N)    084 34 21.06897(W) AD(       ) 1
 HZ1856  NGVD 29 (10/08/05)  293.60   (m)          963.3    (f) RESET       3  
 HZ1856
 HZ1856.Superseded values are not recommended for survey control.
 HZ1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1856.See file dsdata.txt to determine how the superseded data were derived.
 HZ1856
 HZ1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1301113615(NAD 83)
 HZ1856_MARKER: DB = BENCH MARK DISK
 HZ1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1856_SP_SET: CONCRETE POST
 HZ1856_STAMPING: A 145 RESET 1979
 HZ1856_MARK LOGO: NGS   
 HZ1856_PROJECTION: PROJECTING 10 CENTIMETERS
 HZ1856_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1856+STABILITY: SURFACE MOTION
 HZ1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1856+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1990
 HZ1856
 HZ1856  HISTORY     - Date     Condition        Report By
 HZ1856  HISTORY     - 1979     MONUMENTED       NGS
 HZ1856  HISTORY     - 19900622 GOOD             GRWAS
 HZ1856
 HZ1856                          STATION DESCRIPTION
 HZ1856
 HZ1856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HZ1856'3.0 MI WEST FROM LEXINGTON.
 HZ1856'3.0 MILES WEST ALONG U.S. HIGHWAY 60 FROM ITS OVERPASS OF THE SOUTHERN
 HZ1856'RAILROAD IN LEXINGTON, 3 FEET SOUTHWEST OF A POWER POLE, 1 FOOT
 HZ1856'SOUTH OF A FENCE, AND 110 FEET NORTH CENTERLINE OF U.S. HIGHWAY 60.
 HZ1856'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 HZ1856
 HZ1856                          STATION RECOVERY (1990)
 HZ1856
 HZ1856'RECOVERY NOTE BY GRW AERIAL SURVEY 1990
 HZ1856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0633 ***********************************************************************
 HZ0633  DESIGNATION -  A 146
 HZ0633  PID         -  HZ0633
 HZ0633  STATE/COUNTY-  KY/BOONE
 HZ0633  USGS QUAD   -  RISING SUN (1994)
 HZ0633
 HZ0633                         *CURRENT SURVEY CONTROL
 HZ0633  ___________________________________________________________________
 HZ0633* NAD 83(1986)-  38 53 45.     (N)    084 47 24.     (W)     SCALED    
 HZ0633* NAVD 88     -       147.839  (meters)     485.04   (feet)  ADJUSTED  
 HZ0633  ___________________________________________________________________
 HZ0633  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0633  DYNAMIC HT  -         147.746 (meters)     484.73  (feet)  COMP
 HZ0633  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 HZ0633
 HZ0633  VERT ORDER  -  FIRST     CLASS II
 HZ0633
 HZ0633.The horizontal coordinates were scaled from a topographic map and have
 HZ0633.an estimated accuracy of +/- 6 seconds.
 HZ0633
 HZ0633.The orthometric height was determined by differential leveling
 HZ0633.and adjusted by the National Geodetic Survey in June 1991..
 HZ0633
 HZ0633.The geoid height was determined by GEOID03.
 HZ0633
 HZ0633.The dynamic height is computed by dividing the NAVD 88
 HZ0633.geopotential number by the normal gravity value computed on the
 HZ0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0633.degrees latitude (g = 980.6199 gals.).
 HZ0633
 HZ0633.The modeled gravity was interpolated from observed gravity values.
 HZ0633
 HZ0633;                    North         East    Units  Estimated Accuracy
 HZ0633;SPC KY1Z     - 1,284,840.    1,583,290.      MT  (+/- 180 meters Scaled)
 HZ0633
 HZ0633                          SUPERSEDED SURVEY CONTROL
 HZ0633
 HZ0633  NGVD 29 (??/??/92)  148.044  (m)          485.71   (f) ADJ UNCH    1 2
 HZ0633
 HZ0633.Superseded values are not recommended for survey control.
 HZ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0633.See file dsdata.txt to determine how the superseded data were derived.
 HZ0633
 HZ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ916075(NAD 83)
 HZ0633_MARKER: DB = BENCH MARK DISK
 HZ0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0633_STAMPING: A 146 1949
 HZ0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0633+STABILITY: SURFACE MOTION
 HZ0633
 HZ0633  HISTORY     - Date     Condition        Report By
 HZ0633  HISTORY     - 1949     MONUMENTED       CGS
 HZ0633  HISTORY     - 1964     GOOD             NGS
 HZ0633
 HZ0633                          STATION DESCRIPTION
 HZ0633
 HZ0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0633'0.6 MI SE FROM HAMILTON.
 HZ0633'0.55 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE HAMILTON
 HZ0633'SCHOOL BUILDING, AT A TWO STORY BRICK HOUSE SOUTHWEST OF THE
 HZ0633'ROAD, 73 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 43
 HZ0633'FEET EAST OF THE EAST CORNER OF THE HOUSE, 39 FEET SOUTH OF THE
 HZ0633'24-INCH SPRUCE TREE, 3.5 FEET WEST OF THE NORTH CORNER OF THE
 HZ0633'GARAGE, 3 FEET NORTHWEST OF THE NORTHWEST FACE OF THE GARAGE,
 HZ0633'1.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4
 HZ0633'FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 HZ0633'POST PROJECTING 2 INCHES.
 HZ0633
 HZ0633                          STATION RECOVERY (1964)
 HZ0633
 HZ0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0374 ***********************************************************************
 HZ0374  DESIGNATION -  A 147
 HZ0374  PID         -  HZ0374
 HZ0374  STATE/COUNTY-  KY/FRANKLIN
 HZ0374  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0374
 HZ0374                         *CURRENT SURVEY CONTROL
 HZ0374  ___________________________________________________________________
 HZ0374* NAD 83(1986)-  38 12 50.     (N)    084 50 08.     (W)     SCALED    
 HZ0374* NAVD 88     -       219.659  (meters)     720.66   (feet)  ADJUSTED  
 HZ0374  ___________________________________________________________________
 HZ0374  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HZ0374  DYNAMIC HT  -         219.503 (meters)     720.15  (feet)  COMP
 HZ0374  MODELED GRAV-     979,918.1   (mgal)                       NAVD 88
 HZ0374
 HZ0374  VERT ORDER  -  FIRST     CLASS II
 HZ0374
 HZ0374.The horizontal coordinates were scaled from a topographic map and have
 HZ0374.an estimated accuracy of +/- 6 seconds.
 HZ0374
 HZ0374.The orthometric height was determined by differential leveling
 HZ0374.and adjusted by the National Geodetic Survey in June 1991..
 HZ0374.WARNING-Repeat measurements at this control monument indicate possible
 HZ0374.vertical movement.
 HZ0374
 HZ0374.The geoid height was determined by GEOID03.
 HZ0374
 HZ0374.The dynamic height is computed by dividing the NAVD 88
 HZ0374.geopotential number by the normal gravity value computed on the
 HZ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0374.degrees latitude (g = 980.6199 gals.).
 HZ0374
 HZ0374.The modeled gravity was interpolated from observed gravity values.
 HZ0374
 HZ0374;                    North         East    Units  Estimated Accuracy
 HZ0374;SPC KY1Z     - 1,209,100.    1,580,080.      MT  (+/- 180 meters Scaled)
 HZ0374
 HZ0374                          SUPERSEDED SURVEY CONTROL
 HZ0374
 HZ0374  NGVD 29 (??/??/92)  219.830  (m)          721.23   (f) ADJ UNCH    1 2
 HZ0374
 HZ0374.Superseded values are not recommended for survey control.
 HZ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0374.See file dsdata.txt to determine how the superseded data were derived.
 HZ0374
 HZ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH894317(NAD 83)
 HZ0374_MARKER: DB = BENCH MARK DISK
 HZ0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0374_SP_SET: ABUTMENT
 HZ0374_STAMPING: A 147 1949
 HZ0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0374
 HZ0374  HISTORY     - Date     Condition        Report By
 HZ0374  HISTORY     - 1949     MONUMENTED       CGS
 HZ0374  HISTORY     - 1960     GOOD             NGS
 HZ0374
 HZ0374                          STATION DESCRIPTION
 HZ0374
 HZ0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0374'2.4 MI NE FROM FRANKFORT.
 HZ0374'ABOUT 2.45 MILES NORTHEAST ALONG THE FRANKFORT AND CINCINNATI
 HZ0374'RAILROAD FROM THE STATION AT FRANKFORT, ABOUT 2.5 MILES SOUTHWEST
 HZ0374'OF THE STATION AT ELKHORN, ABOUT 0.2 MILE NORTHEAST OF THE
 HZ0374'NORTHEAST END OF A SIDE TRACK, SET IN THE TOP OF THE NORTHWEST
 HZ0374'END OF THE NORTHEAST CONCRETE ABUTMENT OF A LONG WOODEN TRESTLE,
 HZ0374'5 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 1 FOOT BELOW
 HZ0374'THE TRACK.
 HZ0374
 HZ0374                          STATION RECOVERY (1960)
 HZ0374
 HZ0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HZ0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0347 ***********************************************************************
 HZ0347  DESIGNATION -  A 148
 HZ0347  PID         -  HZ0347
 HZ0347  STATE/COUNTY-  KY/SCOTT
 HZ0347  USGS QUAD   -  GEORGETOWN (1993)
 HZ0347
 HZ0347                         *CURRENT SURVEY CONTROL
 HZ0347  ___________________________________________________________________
 HZ0347* NAD 83(1986)-  38 12 48.     (N)    084 33 08.     (W)     SCALED    
 HZ0347* NAVD 88     -       266.928  (meters)     875.75   (feet)  ADJUSTED  
 HZ0347  ___________________________________________________________________
 HZ0347  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HZ0347  DYNAMIC HT  -         266.735 (meters)     875.11  (feet)  COMP
 HZ0347  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 HZ0347
 HZ0347  VERT ORDER  -  FIRST     CLASS II
 HZ0347
 HZ0347.The horizontal coordinates were scaled from a topographic map and have
 HZ0347.an estimated accuracy of +/- 6 seconds.
 HZ0347
 HZ0347.The orthometric height was determined by differential leveling
 HZ0347.and adjusted by the National Geodetic Survey in June 1991..
 HZ0347.WARNING-Repeat measurements at this control monument indicate possible
 HZ0347.vertical movement.
 HZ0347
 HZ0347.The geoid height was determined by GEOID03.
 HZ0347
 HZ0347.The dynamic height is computed by dividing the NAVD 88
 HZ0347.geopotential number by the normal gravity value computed on the
 HZ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0347.degrees latitude (g = 980.6199 gals.).
 HZ0347
 HZ0347.The modeled gravity was interpolated from observed gravity values.
 HZ0347
 HZ0347;                    North         East    Units  Estimated Accuracy
 HZ0347;SPC KY1Z     - 1,209,320.    1,604,890.      MT  (+/- 180 meters Scaled)
 HZ0347
 HZ0347                          SUPERSEDED SURVEY CONTROL
 HZ0347
 HZ0347  NGVD 29 (??/??/92)  267.112  (m)          876.35   (f) ADJ UNCH    1 2
 HZ0347
 HZ0347.Superseded values are not recommended for survey control.
 HZ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0347.See file dsdata.txt to determine how the superseded data were derived.
 HZ0347
 HZ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH143323(NAD 83)
 HZ0347_MARKER: DB = BENCH MARK DISK
 HZ0347_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HZ0347+WITH SETTING: PAVEMENT
 HZ0347_SP_SET: FOUNDATION OF BUILDING
 HZ0347_STAMPING: A 148 1949
 HZ0347_MARK LOGO: CGS   
 HZ0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0347+STABILITY: SURFACE MOTION
 HZ0347
 HZ0347  HISTORY     - Date     Condition        Report By
 HZ0347  HISTORY     - 1949     MONUMENTED       CGS
 HZ0347  HISTORY     - 1986     GOOD             NGS
 HZ0347  HISTORY     - 19950814 MARK NOT FOUND   USGS
 HZ0347
 HZ0347                          STATION DESCRIPTION
 HZ0347
 HZ0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0347'AT GEORGETOWN.
 HZ0347'AT GEORGETOWN, ABOUT 0.45 MILE NORTHWEST ALONG THE FRANKFORT AND
 HZ0347'CINCINNATI RAILROAD FROM ITS CROSSING WITH THE SOUTHERN RAILWAY,
 HZ0347'AT THE CROSSING OF CHAMBERS STREET, SET VERTICALLY IN THE SOUTH
 HZ0347'FACE AT THE SOUTHWEST CORNER OF SECOND CHRISTIAN CHURCH BUILDING,
 HZ0347'0.8 FOOT EAST OF THE SOUTHWEST CORNER AND ABOUT 3 1/2 FEET ABOVE
 HZ0347'THE GROUND.
 HZ0347
 HZ0347                          STATION RECOVERY (1986)
 HZ0347
 HZ0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ0347'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN GEORGETOWN,
 HZ0347'ALONG CHAMBERS AVENUE AT THE INTERSECTION OF BOURBON STREET, SET
 HZ0347'VERTICALLY IN THE SOUTH FACE AT THE SOUTHWEST CORNER OF SECOND
 HZ0347'CHRISTIAN CHURCH, 0.24 METER (0.8 FT) EAST OF THE SOUTHWEST CORNER OF
 HZ0347'THE BUILDING.
 HZ0347'THE MARK IS 0.91 M ABOVE GROUND.
 HZ0347
 HZ0347                          STATION RECOVERY (1995)
 HZ0347
 HZ0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (WE)
 HZ0347'NOT RECOVERED, PROBABLY BRICKED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0035 ***********************************************************************
 GB0035  DESIGNATION -  A 149
 GB0035  PID         -  GB0035
 GB0035  STATE/COUNTY-  KY/MCCREARY
 GB0035  USGS QUAD   -  WHITLEY CITY (1982)
 GB0035
 GB0035                         *CURRENT SURVEY CONTROL
 GB0035  ___________________________________________________________________
 GB0035* NAD 83(1986)-  36 43 44.     (N)    084 28 20.     (W)     SCALED    
 GB0035* NAVD 88     -       402.919  (meters)    1321.91   (feet)  ADJUSTED  
 GB0035  ___________________________________________________________________
 GB0035  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GB0035  DYNAMIC HT  -         402.596 (meters)    1320.85  (feet)  COMP
 GB0035  MODELED GRAV-     979,815.8   (mgal)                       NAVD 88
 GB0035
 GB0035  VERT ORDER  -  FIRST     CLASS I
 GB0035
 GB0035.The horizontal coordinates were scaled from a topographic map and have
 GB0035.an estimated accuracy of +/- 6 seconds.
 GB0035
 GB0035.The orthometric height was determined by differential leveling
 GB0035.and adjusted by the National Geodetic Survey in June 1991..
 GB0035
 GB0035.The geoid height was determined by GEOID03.
 GB0035
 GB0035.The dynamic height is computed by dividing the NAVD 88
 GB0035.geopotential number by the normal gravity value computed on the
 GB0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0035.degrees latitude (g = 980.6199 gals.).
 GB0035
 GB0035.The modeled gravity was interpolated from observed gravity values.
 GB0035
 GB0035;                    North         East    Units  Estimated Accuracy
 GB0035;SPC KY1Z     - 1,044,680.    1,614,150.      MT  (+/- 180 meters Scaled)
 GB0035
 GB0035                          SUPERSEDED SURVEY CONTROL
 GB0035
 GB0035  NGVD 29 (??/??/92)  403.056  (m)         1322.36   (f) ADJ UNCH    1 1
 GB0035
 GB0035.Superseded values are not recommended for survey control.
 GB0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0035.See file dsdata.txt to determine how the superseded data were derived.
 GB0035
 GB0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF257677(NAD 83)
 GB0035_MARKER: DB = BENCH MARK DISK
 GB0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0035_SP_SET: PIER
 GB0035_STAMPING: A 149 1950 1322.360
 GB0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0035
 GB0035  HISTORY     - Date     Condition        Report By
 GB0035  HISTORY     - 1950     MONUMENTED       CGS
 GB0035  HISTORY     - 1968     GOOD             NGS
 GB0035
 GB0035                          STATION DESCRIPTION
 GB0035
 GB0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0035'2.2 MI N FROM STEARNS.
 GB0035'ABOUT 2.15 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0035'AT STEARNS, AT A RAILROAD UNDERPASS FOR OLD U.S. HIGHWAY 27,
 GB0035'0.2 MILE NORTH OF A SIGN WHICH READS WHITLEY, 8 FEET EAST OF THE
 GB0035'EAST RAIL, SET VERTICALLY IN THE WEST FACE OF THE FIRST
 GB0035'CONCRETE PIER EAST OF THE TRACK, AND ABOUT 1/2 FOOT ABOVE THE
 GB0035'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5424 ***********************************************************************
 AI5424  DESIGNATION -  A 149 RESET
 AI5424  PID         -  AI5424
 AI5424  STATE/COUNTY-  KY/MCCREARY
 AI5424  USGS QUAD   -  WHITLEY CITY (1982)
 AI5424
 AI5424                         *CURRENT SURVEY CONTROL
 AI5424  ___________________________________________________________________
 AI5424* NAD 83(1986)-  36 43 44.     (N)    084 28 20.     (W)     SCALED    
 AI5424* NAVD 88     -       411.56   (meters)    1350.3    (feet)  RESET     
 AI5424  ___________________________________________________________________
 AI5424  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AI5424
 AI5424  VERT ORDER  -  THIRD
 AI5424
 AI5424.The horizontal coordinates were scaled from a topographic map and have
 AI5424.an estimated accuracy of +/- 6 seconds.
 AI5424
 AI5424.The orthometric height was computed from unverified reset data.
 AI5424.No vertical observational check was made to the station.
 AI5424
 AI5424.The geoid height was determined by GEOID03.
 AI5424
 AI5424;                    North         East    Units  Estimated Accuracy
 AI5424;SPC KY1Z     - 1,044,680.    1,614,150.      MT  (+/- 180 meters Scaled)
 AI5424
 AI5424                          SUPERSEDED SURVEY CONTROL
 AI5424
 AI5424.No superseded survey control is available for this station.
 AI5424
 AI5424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF257677(NAD 83)
 AI5424_MARKER: DV = VERTICAL CONTROL DISK
 AI5424_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI5424_SP_SET: BRIDGE ABUTMENT
 AI5424_STAMPING: A 149 1950 RESET 1999
 AI5424_MARK LOGO: NGS   
 AI5424_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5424
 AI5424  HISTORY     - Date     Condition        Report By
 AI5424  HISTORY     - 1999     MONUMENTED       KYDT
 AI5424
 AI5424                          STATION DESCRIPTION
 AI5424
 AI5424'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 AI5424'0.4 KILOMETER (0.25 MI) NORTH ALONG KY 1651 (FORMERLY US 27) FROM THE
 AI5424'COURTHOUSE IN WHITLEY CITY TO BRIDGE AND MARK ON RIGHT, SET IN THE TOP
 AI5424'OF THE NORTH END OF THE EAST ABUTMENT OF A 62 METER (203.4 FT) LONG
 AI5424'CONCRETE BRIDGE OVER NORFOLK/SOUTHERN RAILROAD, 6.2 METERS (20.3 FT)
 AI5424'NORTH OF CENTERLINE OF ROAD, 0.9 METER (3.0 FT) NORTH OF NORTH FACE OF
 AI5424'NORTH BARRIER WALL, ABOUT LEVEL WITH ROAD.  A VERTICAL CONTROL DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1967 ***********************************************************************
 GY1967  DESIGNATION -  A 15
 GY1967  PID         -  GY1967
 GY1967  STATE/COUNTY-  KY/PERRY
 GY1967  USGS QUAD   -  HAZARD NORTH (1992)
 GY1967
 GY1967                         *CURRENT SURVEY CONTROL
 GY1967  ___________________________________________________________________
 GY1967* NAD 83(1986)-  37 16 03.     (N)    083 12 28.     (W)     SCALED    
 GY1967* NAVD 88     -       261.646  (meters)     858.42   (feet)  ADJUSTED  
 GY1967  ___________________________________________________________________
 GY1967  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GY1967  DYNAMIC HT  -         261.442 (meters)     857.75  (feet)  COMP
 GY1967  MODELED GRAV-     979,842.9   (mgal)                       NAVD 88
 GY1967
 GY1967  VERT ORDER  -  FIRST     CLASS I
 GY1967
 GY1967.The horizontal coordinates were scaled from a topographic map and have
 GY1967.an estimated accuracy of +/- 6 seconds.
 GY1967
 GY1967.The orthometric height was determined by differential leveling
 GY1967.and adjusted by the National Geodetic Survey in June 1991..
 GY1967
 GY1967.The geoid height was determined by GEOID03.
 GY1967
 GY1967.The dynamic height is computed by dividing the NAVD 88
 GY1967.geopotential number by the normal gravity value computed on the
 GY1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1967.degrees latitude (g = 980.6199 gals.).
 GY1967
 GY1967.The modeled gravity was interpolated from observed gravity values.
 GY1967
 GY1967;                    North         East    Units  Estimated Accuracy
 GY1967;SPC KY1Z     - 1,106,750.    1,725,460.      MT  (+/- 180 meters Scaled)
 GY1967
 GY1967                          SUPERSEDED SURVEY CONTROL
 GY1967
 GY1967  NGVD 29 (??/??/92)  261.818  (m)          858.98   (f) ADJ UNCH    1 1
 GY1967
 GY1967.Superseded values are not recommended for survey control.
 GY1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1967.See file dsdata.txt to determine how the superseded data were derived.
 GY1967
 GY1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB042268(NAD 83)
 GY1967_MARKER: DB = BENCH MARK DISK
 GY1967_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1967_SP_SET: BRIDGE
 GY1967_STAMPING: A 15 1930 858.981
 GY1967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1967+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1994
 GY1967
 GY1967  HISTORY     - Date     Condition        Report By
 GY1967  HISTORY     - 1930     MONUMENTED       CGS
 GY1967  HISTORY     - 1967     GOOD             NGS
 GY1967  HISTORY     - 19940610 GOOD             KYDT
 GY1967
 GY1967                          STATION DESCRIPTION
 GY1967
 GY1967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1967'2 MI NW FROM HAZARD.
 GY1967'ABOUT 2.05 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY1967'RAILROAD FROM THE STATION AT HAZARD, AT THE SOUTHWEST END OF
 GY1967'A RAILROAD BRIDGE OVER THE NORTH FORK KENTUCKY RIVER, 5 1/2
 GY1967'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, SET IN THE TOP
 GY1967'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE
 GY1967'BRIDGE, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GY1967
 GY1967                          STATION RECOVERY (1994)
 GY1967
 GY1967'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0130 ***********************************************************************
 HZ0130  DESIGNATION -  A 150
 HZ0130  PID         -  HZ0130
 HZ0130  STATE/COUNTY-  KY/FAYETTE
 HZ0130  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0130
 HZ0130                         *CURRENT SURVEY CONTROL
 HZ0130  ___________________________________________________________________
 HZ0130* NAD 83(1986)-  38 04 19.     (N)    084 19 11.     (W)     SCALED    
 HZ0130* NAVD 88     -       287.429  (meters)     943.01   (feet)  ADJUSTED  
 HZ0130  ___________________________________________________________________
 HZ0130  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HZ0130  DYNAMIC HT  -         287.219 (meters)     942.32  (feet)  COMP
 HZ0130  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 HZ0130
 HZ0130  VERT ORDER  -  FIRST     CLASS II
 HZ0130
 HZ0130.The horizontal coordinates were scaled from a topographic map and have
 HZ0130.an estimated accuracy of +/- 6 seconds.
 HZ0130
 HZ0130.The orthometric height was determined by differential leveling
 HZ0130.and adjusted by the National Geodetic Survey in June 1991..
 HZ0130
 HZ0130.The geoid height was determined by GEOID03.
 HZ0130
 HZ0130.The dynamic height is computed by dividing the NAVD 88
 HZ0130.geopotential number by the normal gravity value computed on the
 HZ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0130.degrees latitude (g = 980.6199 gals.).
 HZ0130
 HZ0130.The modeled gravity was interpolated from observed gravity values.
 HZ0130
 HZ0130;                    North         East    Units  Estimated Accuracy
 HZ0130;SPC KY1Z     - 1,193,920.    1,625,490.      MT  (+/- 180 meters Scaled)
 HZ0130
 HZ0130                          SUPERSEDED SURVEY CONTROL
 HZ0130
 HZ0130  NGVD 29 (??/??/92)  287.579  (m)          943.50   (f) ADJ UNCH    1 2
 HZ0130
 HZ0130.Superseded values are not recommended for survey control.
 HZ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0130.See file dsdata.txt to determine how the superseded data were derived.
 HZ0130
 HZ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH351171(NAD 83)
 HZ0130_MARKER: DB = BENCH MARK DISK
 HZ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0130_STAMPING: A 150 1949 943.499
 HZ0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0130+STABILITY: SURFACE MOTION
 HZ0130
 HZ0130  HISTORY     - Date     Condition        Report By
 HZ0130  HISTORY     - 1949     MONUMENTED       CGS
 HZ0130  HISTORY     - 1958     GOOD             NGS
 HZ0130  HISTORY     - 1983     GOOD             KYDT
 HZ0130
 HZ0130                          STATION DESCRIPTION
 HZ0130
 HZ0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0130'10.4 MI E FROM LEXINGTON.
 HZ0130'ABOUT 10.45 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ0130'RAILROAD FROM THE UNION STATION AT LEXINGTON, ABOUT 9.75 MILES
 HZ0130'WEST ALONG THE L. AND N. RR FROM THE STATION AT WINCHESTER, AT
 HZ0130'AVON, AT THE CROSSING OF BRIAR HILL ROAD, 46 FEET NORTH OF THE
 HZ0130'NORTH RAIL OF THE MAIN TRACK, 1 FOOT SOUTH OF A STEEL FENCE
 HZ0130'AROUND LEXINGTON SIGNAL DEPOT, 65 FEET NORTH AND ACROSS THE
 HZ0130'TRACKS FROM THE NORTHWEST CORNER OF THE STATION AT AVON, 151 FEET
 HZ0130'WEST-NORTHWEST OF THE CENTER OF THE CROSSING OF THE MAIN TRACK
 HZ0130'AND BRIAR HILL ROAD, 69 FEET WEST OF A FENCE CORNER AND SOUTH
 HZ0130'GATE POST OF GATE NO. 2 FOR A SPUR TRACK TO SIGNAL DEPOT, 2 FEET
 HZ0130'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK
 HZ0130'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0130
 HZ0130                          STATION RECOVERY (1958)
 HZ0130
 HZ0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0130'RECOVERED IN GOOD CONDITION.
 HZ0130
 HZ0130                          STATION RECOVERY (1983)
 HZ0130
 HZ0130'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 HZ0130'NEW FENCE NOW EXIST AND MARK IS 5 FT. NORTHEAST OF FENCE CO. AND
 HZ0130'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0776 ***********************************************************************
 GZ0776  DESIGNATION -  A 152
 GZ0776  PID         -  GZ0776
 GZ0776  STATE/COUNTY-  KY/LINCOLN
 GZ0776  USGS QUAD   -  HALLS GAP (1987)
 GZ0776
 GZ0776                         *CURRENT SURVEY CONTROL
 GZ0776  ___________________________________________________________________
 GZ0776* NAD 83(1986)-  37 22 30.     (N)    084 41 30.     (W)     SCALED    
 GZ0776* NAVD 88     -       352.411  (meters)    1156.20   (feet)  ADJUSTED  
 GZ0776  ___________________________________________________________________
 GZ0776  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GZ0776  DYNAMIC HT  -         352.129 (meters)    1155.28  (feet)  COMP
 GZ0776  MODELED GRAV-     979,821.2   (mgal)                       NAVD 88
 GZ0776
 GZ0776  VERT ORDER  -  FIRST     CLASS II
 GZ0776
 GZ0776.The horizontal coordinates were scaled from a topographic map and have
 GZ0776.an estimated accuracy of +/- 6 seconds.
 GZ0776
 GZ0776.The orthometric height was determined by differential leveling
 GZ0776.and adjusted by the National Geodetic Survey in June 1991..
 GZ0776
 GZ0776.The geoid height was determined by GEOID03.
 GZ0776
 GZ0776.The dynamic height is computed by dividing the NAVD 88
 GZ0776.geopotential number by the normal gravity value computed on the
 GZ0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0776.degrees latitude (g = 980.6199 gals.).
 GZ0776
 GZ0776.The modeled gravity was interpolated from observed gravity values.
 GZ0776
 GZ0776;                    North         East    Units  Estimated Accuracy
 GZ0776;SPC KY1Z     - 1,116,140.    1,593,730.      MT  (+/- 180 meters Scaled)
 GZ0776
 GZ0776                          SUPERSEDED SURVEY CONTROL
 GZ0776
 GZ0776  NGVD 29 (??/??/92)  352.543  (m)         1156.63   (f) ADJ UNCH    1 2
 GZ0776
 GZ0776.Superseded values are not recommended for survey control.
 GZ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0776.See file dsdata.txt to determine how the superseded data were derived.
 GZ0776
 GZ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG043389(NAD 83)
 GZ0776_MARKER: DB = BENCH MARK DISK
 GZ0776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0776_SP_SET: TUNNEL
 GZ0776_STAMPING: A 152 1950
 GZ0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0776
 GZ0776  HISTORY     - Date     Condition        Report By
 GZ0776  HISTORY     - 1950     MONUMENTED       CGS
 GZ0776  HISTORY     - 1958     MARK NOT FOUND   NGS
 GZ0776
 GZ0776                          STATION DESCRIPTION
 GZ0776
 GZ0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0776'0.4 MI N FROM KINGS MOUNTAIN.
 GZ0776'ABOUT 0.35 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ0776'AT KINGS MOUNTAIN, ABOUT 0.15 MILE NORTH OF MILE POST 139, SET
 GZ0776'VERTICALLY AT THE SOUTH END OF A RAILWAY TUNNEL, IN THE EAST
 GZ0776'FACE AND INSIDE THE TUNNEL, 4 1/2 FEET WEST OF THE WEST RAIL, 1
 GZ0776'FOOT NORTH OF THE SOUTH FACE OF THE TUNNEL AND ABOUT 2 FEET ABOVE
 GZ0776'THE TRACK.
 GZ0776
 GZ0776                          STATION RECOVERY (1958)
 GZ0776
 GZ0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1315 ***********************************************************************
 GZ1315  DESIGNATION -  A 153
 GZ1315  PID         -  GZ1315
 GZ1315  STATE/COUNTY-  KY/BOYLE
 GZ1315  USGS QUAD   -  JUNCTION CITY (1979)
 GZ1315
 GZ1315                         *CURRENT SURVEY CONTROL
 GZ1315  ___________________________________________________________________
 GZ1315* NAD 83(1986)-  37 35 03.     (N)    084 46 20.     (W)     SCALED    
 GZ1315* NAVD 88     -       313.656  (meters)    1029.05   (feet)  ADJUSTED  
 GZ1315  ___________________________________________________________________
 GZ1315  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GZ1315  DYNAMIC HT  -         313.412 (meters)    1028.25  (feet)  COMP
 GZ1315  MODELED GRAV-     979,844.6   (mgal)                       NAVD 88
 GZ1315
 GZ1315  VERT ORDER  -  FIRST     CLASS II
 GZ1315
 GZ1315.The horizontal coordinates were scaled from a topographic map and have
 GZ1315.an estimated accuracy of +/- 6 seconds.
 GZ1315
 GZ1315.The orthometric height was determined by differential leveling
 GZ1315.and adjusted by the National Geodetic Survey in June 1991..
 GZ1315
 GZ1315.The geoid height was determined by GEOID03.
 GZ1315
 GZ1315.The dynamic height is computed by dividing the NAVD 88
 GZ1315.geopotential number by the normal gravity value computed on the
 GZ1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1315.degrees latitude (g = 980.6199 gals.).
 GZ1315
 GZ1315.The modeled gravity was interpolated from observed gravity values.
 GZ1315
 GZ1315;                    North         East    Units  Estimated Accuracy
 GZ1315;SPC KY1Z     - 1,139,270.    1,586,360.      MT  (+/- 180 meters Scaled)
 GZ1315
 GZ1315                          SUPERSEDED SURVEY CONTROL
 GZ1315
 GZ1315  NGVD 29 (??/??/92)  313.800  (m)         1029.53   (f) ADJ UNCH    1 2
 GZ1315
 GZ1315.Superseded values are not recommended for survey control.
 GZ1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1315.See file dsdata.txt to determine how the superseded data were derived.
 GZ1315
 GZ1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG967620(NAD 83)
 GZ1315_MARKER: DB = BENCH MARK DISK
 GZ1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1315_STAMPING: A 153 1950 1029.525
 GZ1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1315+STABILITY: SURFACE MOTION
 GZ1315
 GZ1315  HISTORY     - Date     Condition        Report By
 GZ1315  HISTORY     - 1950     MONUMENTED       CGS
 GZ1315  HISTORY     - 1958     GOOD             NGS
 GZ1315  HISTORY     - 1981     MARK NOT FOUND   KYDT
 GZ1315  HISTORY     - 1985     MARK NOT FOUND   NGS
 GZ1315  HISTORY     - 1985     MARK NOT FOUND   NGS
 GZ1315
 GZ1315                          STATION DESCRIPTION
 GZ1315
 GZ1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1315'0.8 MI NE FROM SHELBY CITY.
 GZ1315'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION
 GZ1315'OF STATE HIGHWAY 300 AT SHELBY CITY, THENCE ABOUT 0.3 MILE
 GZ1315'SOUTHEAST ALONG A BLACK TOP ROAD, AT GOODALL AIRPORT, ABOUT
 GZ1315'0.1 MILE EAST OF AIRPORT HANGARS, 58 FEET SOUTH OF THE CENTER
 GZ1315'LINE OF THE BLACK TOP ROAD, 22 FEET NORTH-NORTHEAST OF THE
 GZ1315'WIND SOCK POLE, 15.8 FEET WEST OF THE CENTER OF AN ENTRANCE GATE
 GZ1315'AT NORTH EDGE OF AIRPORT, 1 1/2 FEET SOUTH OF A FENCE LINE, 1 1/2
 GZ1315'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 GZ1315'THE BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1315'PROJECTING 3 INCHES.
 GZ1315
 GZ1315                          STATION RECOVERY (1958)
 GZ1315
 GZ1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1315'RECOVERED IN GOOD CONDITION.
 GZ1315
 GZ1315                          STATION RECOVERY (1981)
 GZ1315
 GZ1315'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1315'MARK NOT FOUND.
 GZ1315
 GZ1315                          STATION RECOVERY (1985)
 GZ1315
 GZ1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1315'MARK NOT FOUND.
 GZ1315
 GZ1315                          STATION RECOVERY (1985)
 GZ1315
 GZ1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1315'NOT RECOVERED.  AREA HAS CHANGED AND DESCRIPTION IS NOW INADEQUATE TO
 GZ1315'LOCATE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1248 ***********************************************************************
 GZ1248  DESIGNATION -  A 154
 GZ1248  PID         -  GZ1248
 GZ1248  STATE/COUNTY-  KY/JESSAMINE
 GZ1248  USGS QUAD   -  WILMORE (1979)
 GZ1248
 GZ1248                         *CURRENT SURVEY CONTROL
 GZ1248  ___________________________________________________________________
 GZ1248* NAD 83(1986)-  37 51 28.     (N)    084 39 31.     (W)     SCALED    
 GZ1248* NAVD 88     -       266.286  (meters)     873.64   (feet)  ADJUSTED  
 GZ1248  ___________________________________________________________________
 GZ1248  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GZ1248  DYNAMIC HT  -         266.086 (meters)     872.98  (feet)  COMP
 GZ1248  MODELED GRAV-     979,868.9   (mgal)                       NAVD 88
 GZ1248
 GZ1248  VERT ORDER  -  FIRST     CLASS II
 GZ1248
 GZ1248.The horizontal coordinates were scaled from a topographic map and have
 GZ1248.an estimated accuracy of +/- 6 seconds.
 GZ1248
 GZ1248.The orthometric height was determined by differential leveling
 GZ1248.and adjusted by the National Geodetic Survey in June 1991..
 GZ1248
 GZ1248.The geoid height was determined by GEOID03.
 GZ1248
 GZ1248.The dynamic height is computed by dividing the NAVD 88
 GZ1248.geopotential number by the normal gravity value computed on the
 GZ1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1248.degrees latitude (g = 980.6199 gals.).
 GZ1248
 GZ1248.The modeled gravity was interpolated from observed gravity values.
 GZ1248
 GZ1248;                    North         East    Units  Estimated Accuracy
 GZ1248;SPC KY1Z     - 1,169,750.    1,596,030.      MT  (+/- 180 meters Scaled)
 GZ1248
 GZ1248                          SUPERSEDED SURVEY CONTROL
 GZ1248
 GZ1248  NGVD 29 (??/??/92)  266.443  (m)          874.16   (f) ADJ UNCH    1 2
 GZ1248
 GZ1248.Superseded values are not recommended for survey control.
 GZ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1248.See file dsdata.txt to determine how the superseded data were derived.
 GZ1248
 GZ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG059926(NAD 83)
 GZ1248_MARKER: DB = BENCH MARK DISK
 GZ1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1248_STAMPING: A 154 1950
 GZ1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1248+STABILITY: SURFACE MOTION
 GZ1248
 GZ1248  HISTORY     - Date     Condition        Report By
 GZ1248  HISTORY     - 1950     MONUMENTED       CGS
 GZ1248  HISTORY     - 1958     GOOD             NGS
 GZ1248  HISTORY     - 1985     MARK NOT FOUND   NGS
 GZ1248
 GZ1248                          STATION DESCRIPTION
 GZ1248
 GZ1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1248'AT WILMORE.
 GZ1248'AT WILMORE, ALONG THE SOUTHERN RAILWAY, 97 FEET NORTHEAST AND
 GZ1248'ACROSS THE TRACKS FROM THE NORTHEAST CORNER OF THE STATION,
 GZ1248'49 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE NORTH
 GZ1248'BOUND TRACK AND A BLACK TOP ROAD, 34 FEET EAST OF THE EAST RAIL
 GZ1248'OF THE EAST TRACK, 38 FEET SOUTH OF THE CENTER LINE OF THE BLACK
 GZ1248'TOP ROAD, 10 1/2 FEET WEST OF THE WEST RAIL OF A SIDE TRACK,
 GZ1248'1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2
 GZ1248'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GZ1248'PROJECTING 4 INCHES.  THE MARK IS 4 FEET SOUTH OF A ROUND
 GZ1248'BATTERY WELL.
 GZ1248
 GZ1248                          STATION RECOVERY (1958)
 GZ1248
 GZ1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1248'RECOVERED IN GOOD CONDITION.
 GZ1248
 GZ1248                          STATION RECOVERY (1985)
 GZ1248
 GZ1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1248'NOT RECOVERED, CONSIDER DESTROYED, A CONCRETE POST WITH ONLY THE STEM
 GZ1248'OF THE DISK WAS FOUND AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0839 ***********************************************************************
 GZ0839  DESIGNATION -  A 155
 GZ0839  PID         -  GZ0839
 GZ0839  STATE/COUNTY-  KY/LINCOLN
 GZ0839  USGS QUAD   -  HALLS GAP (1987)
 GZ0839
 GZ0839                         *CURRENT SURVEY CONTROL
 GZ0839  ___________________________________________________________________
 GZ0839* NAD 83(1986)-  37 27 55.     (N)    084 42 22.     (W)     SCALED    
 GZ0839* NAVD 88     -       328.071  (meters)    1076.35   (feet)  ADJUSTED  
 GZ0839  ___________________________________________________________________
 GZ0839  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GZ0839  DYNAMIC HT  -         327.815 (meters)    1075.51  (feet)  COMP
 GZ0839  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 GZ0839
 GZ0839  VERT ORDER  -  SECOND    CLASS 0
 GZ0839
 GZ0839.The horizontal coordinates were scaled from a topographic map and have
 GZ0839.an estimated accuracy of +/- 6 seconds.
 GZ0839
 GZ0839.The orthometric height was determined by differential leveling
 GZ0839.and adjusted by the National Geodetic Survey in June 1991..
 GZ0839
 GZ0839.The geoid height was determined by GEOID03.
 GZ0839
 GZ0839.The dynamic height is computed by dividing the NAVD 88
 GZ0839.geopotential number by the normal gravity value computed on the
 GZ0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0839.degrees latitude (g = 980.6199 gals.).
 GZ0839
 GZ0839.The modeled gravity was interpolated from observed gravity values.
 GZ0839
 GZ0839;                    North         East    Units  Estimated Accuracy
 GZ0839;SPC KY1Z     - 1,126,140.    1,592,340.      MT  (+/- 180 meters Scaled)
 GZ0839
 GZ0839                          SUPERSEDED SURVEY CONTROL
 GZ0839
 GZ0839  NGVD 29 (??/??/92)  328.210  (m)         1076.80   (f) ADJ UNCH    2 0
 GZ0839
 GZ0839.Superseded values are not recommended for survey control.
 GZ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0839.See file dsdata.txt to determine how the superseded data were derived.
 GZ0839
 GZ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG028489(NAD 83)
 GZ0839_MARKER: DB = BENCH MARK DISK
 GZ0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0839_STAMPING: A 155 1950 1076.802
 GZ0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0839+STABILITY: SURFACE MOTION
 GZ0839
 GZ0839  HISTORY     - Date     Condition        Report By
 GZ0839  HISTORY     - 1950     MONUMENTED       CGS
 GZ0839  HISTORY     - 1958     GOOD             NGS
 GZ0839  HISTORY     - 1981     GOOD             KYDT
 GZ0839
 GZ0839                          STATION DESCRIPTION
 GZ0839
 GZ0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0839'1 MI NW FROM JUMBO.
 GZ0839'ABOUT 1.05 MILES NORTHWEST ALONG A ROAD FROM THE ROAD JUNCTION
 GZ0839'AND SCHOOL AT JUMBO, ABOUT 0.5 MILE SOUTHEAST OF THE JUNCTION OF
 GZ0839'A ROAD SOUTHWEST, AT A DIM TRAIL NORTH AND A 12-FOOT WOODEN
 GZ0839'BRIDGE OVER A SMALL CREEK, 30 FEET EAST OF THE EAST CORNER OF THE
 GZ0839'BRIDGE, 23 FEET SOUTHEAST OF A 16-INCH BEECH TREE, 20 FEET
 GZ0839'NORTHEAST OF THE CENTER LINE OF THE ROAD, 10 FEET WEST OF THE
 GZ0839'CENTER LINE OF THE DIM TRAIL NORTH, 1 1/2 FEET SOUTHEAST OF A
 GZ0839'WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE ROAD AND
 GZ0839'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0839
 GZ0839                          STATION RECOVERY (1958)
 GZ0839
 GZ0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0839'RECOVERED IN GOOD CONDITION.
 GZ0839
 GZ0839                          STATION RECOVERY (1981)
 GZ0839
 GZ0839'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0784 ***********************************************************************
 GZ0784  DESIGNATION -  A 156
 GZ0784  PID         -  GZ0784
 GZ0784  STATE/COUNTY-  KY/LINCOLN
 GZ0784  USGS QUAD   -  EUBANK (1976)
 GZ0784
 GZ0784                         *CURRENT SURVEY CONTROL
 GZ0784  ___________________________________________________________________
 GZ0784* NAD 83(1986)-  37 18 35.     (N)    084 39 51.     (W)     SCALED    
 GZ0784* NAVD 88     -       376.001  (meters)    1233.60   (feet)  ADJUSTED  
 GZ0784  ___________________________________________________________________
 GZ0784  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GZ0784  DYNAMIC HT  -         375.704 (meters)    1232.62  (feet)  COMP
 GZ0784  MODELED GRAV-     979,829.8   (mgal)                       NAVD 88
 GZ0784
 GZ0784  VERT ORDER  -  FIRST     CLASS II
 GZ0784
 GZ0784.The horizontal coordinates were scaled from a topographic map and have
 GZ0784.an estimated accuracy of +/- 6 seconds.
 GZ0784
 GZ0784.The orthometric height was determined by differential leveling
 GZ0784.and adjusted by the National Geodetic Survey in June 1991..
 GZ0784
 GZ0784.The geoid height was determined by GEOID03.
 GZ0784
 GZ0784.The dynamic height is computed by dividing the NAVD 88
 GZ0784.geopotential number by the normal gravity value computed on the
 GZ0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0784.degrees latitude (g = 980.6199 gals.).
 GZ0784
 GZ0784.The modeled gravity was interpolated from observed gravity values.
 GZ0784
 GZ0784;                    North         East    Units  Estimated Accuracy
 GZ0784;SPC KY1Z     - 1,108,920.    1,596,250.      MT  (+/- 180 meters Scaled)
 GZ0784
 GZ0784                          SUPERSEDED SURVEY CONTROL
 GZ0784
 GZ0784  NGVD 29 (??/??/92)  376.136  (m)         1234.04   (f) ADJ UNCH    1 2
 GZ0784
 GZ0784.Superseded values are not recommended for survey control.
 GZ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0784.See file dsdata.txt to determine how the superseded data were derived.
 GZ0784
 GZ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG070317(NAD 83)
 GZ0784_MARKER: DB = BENCH MARK DISK
 GZ0784_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GZ0784_SP_SET: CONCRETE BASE OF BRIDGE PIERS
 GZ0784_STAMPING: A 156 1950 1234.040
 GZ0784_MARK LOGO: CGS   
 GZ0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0784
 GZ0784  HISTORY     - Date     Condition        Report By
 GZ0784  HISTORY     - 1950     MONUMENTED       CGS
 GZ0784  HISTORY     - 1958     GOOD             NGS
 GZ0784  HISTORY     - 1984     GOOD             NGS
 GZ0784
 GZ0784                          STATION DESCRIPTION
 GZ0784
 GZ0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0784'2.2 MI N FROM EUBANK.
 GZ0784'ABOUT 2.15 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ0784'AT EUBANK, ABOUT 0.1 MILE NORTHWEST OF MILE POST 144, SET IN THE
 GZ0784'TOP AND 4 1/2 FEET SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE
 GZ0784'BASE FOR SOUTHWEST CENTER PIER OF WOODEN OVERPASS NO. 143.9 OVER
 GZ0784'THE TRACKS, 8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 GZ0784'SOUTHWEST TRACK AND ABOUT 1 1/2 FEET ABOVE THE TRACK.
 GZ0784
 GZ0784                          STATION RECOVERY (1958)
 GZ0784
 GZ0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0784'RECOVERED IN GOOD CONDITION.
 GZ0784
 GZ0784                          STATION RECOVERY (1984)
 GZ0784
 GZ0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ0784'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1950.  NOT LEVELED TO IN
 GZ0784'1984.  THE MARK IS INACCESSIBLE TO THE NEW LEVEL LINE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2833 ***********************************************************************
 GY2833  DESIGNATION -  A 158 RESET 1962
 GY2833  PID         -  GY2833
 GY2833  STATE/COUNTY-  KY/POWELL
 GY2833  USGS QUAD   -  SLADE (1983)
 GY2833
 GY2833                         *CURRENT SURVEY CONTROL
 GY2833  ___________________________________________________________________
 GY2833* NAD 83(1986)-  37 47 00.     (N)    083 41 04.     (W)     SCALED    
 GY2833* NAVD 88     -       222.90   (meters)     731.3    (feet)  RESET     
 GY2833  ___________________________________________________________________
 GY2833  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GY2833
 GY2833  VERT ORDER  -  THIRD
 GY2833
 GY2833.The horizontal coordinates were scaled from a topographic map and have
 GY2833.an estimated accuracy of +/- 6 seconds.
 GY2833
 GY2833.The orthometric height was computed from unverified reset data.
 GY2833.No vertical observational check was made to the station.
 GY2833
 GY2833.The geoid height was determined by GEOID03.
 GY2833
 GY2833;                    North         East    Units  Estimated Accuracy
 GY2833;SPC KY1Z     - 1,162,940.    1,681,920.      MT  (+/- 180 meters Scaled)
 GY2833
 GY2833                          SUPERSEDED SURVEY CONTROL
 GY2833
 GY2833  NGVD 29 (??/??/??)  223.05   (m)          731.8    (f) RESET       3  
 GY2833
 GY2833.Superseded values are not recommended for survey control.
 GY2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2833.See file dsdata.txt to determine how the superseded data were derived.
 GY2833
 GY2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB635851(NAD 83)
 GY2833_MARKER: DD = SURVEY DISK
 GY2833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2833_SP_SET: CULVERT
 GY2833_STAMPING: A 158 RESET 1962
 GY2833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2833
 GY2833  HISTORY     - Date     Condition        Report By
 GY2833  HISTORY     - 1962     MONUMENTED       KYHD
 GY2833  HISTORY     - 1963     GOOD             NGS
 GY2833
 GY2833                          STATION DESCRIPTION
 GY2833
 GY2833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GY2833'1.8 MI S FROM SLADE.
 GY2833'ABOUT 1.75 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION
 GY2833'OF STATE HIGHWAY 15 AT SLADE, ABOUT 150 YARDS WEST OF NATURAL
 GY2833'BRIDGE JOTTEMDOWN STORE, SET IN THE TOP OF THE WEST END OF THE
 GY2833'SOUTH HEADWALL OF A 6-FOOT BY 4-FOOT CONCRETE CULVERT ON A 45
 GY2833'DEGREE SKEW, 48 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 GY2833'ABOUT 7 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2802 ***********************************************************************
 GY2802  DESIGNATION -  A 159
 GY2802  PID         -  GY2802
 GY2802  STATE/COUNTY-  KY/POWELL
 GY2802  USGS QUAD   -  LEVEE (1965)
 GY2802
 GY2802                         *CURRENT SURVEY CONTROL
 GY2802  ___________________________________________________________________
 GY2802* NAD 83(1986)-  37 52 56.     (N)    083 57 20.     (W)     SCALED    
 GY2802* NAVD 88     -       203.829  (meters)     668.73   (feet)  ADJUSTED  
 GY2802  ___________________________________________________________________
 GY2802  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 GY2802  DYNAMIC HT  -         203.680 (meters)     668.24  (feet)  COMP
 GY2802  MODELED GRAV-     979,891.3   (mgal)                       NAVD 88
 GY2802
 GY2802  VERT ORDER  -  FIRST     CLASS II
 GY2802
 GY2802.The horizontal coordinates were scaled from a topographic map and have
 GY2802.an estimated accuracy of +/- 6 seconds.
 GY2802
 GY2802.The orthometric height was determined by differential leveling
 GY2802.and adjusted by the National Geodetic Survey in June 1991..
 GY2802
 GY2802.The geoid height was determined by GEOID03.
 GY2802
 GY2802.The dynamic height is computed by dividing the NAVD 88
 GY2802.geopotential number by the normal gravity value computed on the
 GY2802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2802.degrees latitude (g = 980.6199 gals.).
 GY2802
 GY2802.The modeled gravity was interpolated from observed gravity values.
 GY2802
 GY2802;                    North         East    Units  Estimated Accuracy
 GY2802;SPC KY1Z     - 1,173,420.    1,657,840.      MT  (+/- 180 meters Scaled)
 GY2802
 GY2802                          SUPERSEDED SURVEY CONTROL
 GY2802
 GY2802  NGVD 29 (??/??/92)  203.986  (m)          669.24   (f) ADJ UNCH    1 2
 GY2802
 GY2802.Superseded values are not recommended for survey control.
 GY2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2802.See file dsdata.txt to determine how the superseded data were derived.
 GY2802
 GY2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB400968(NAD 83)
 GY2802_MARKER: DB = BENCH MARK DISK
 GY2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2802_STAMPING: A 159 1950 669.244
 GY2802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2802+STABILITY: SURFACE MOTION
 GY2802
 GY2802  HISTORY     - Date     Condition        Report By
 GY2802  HISTORY     - 1950     MONUMENTED       CGS
 GY2802  HISTORY     - 1958     GOOD             NGS
 GY2802
 GY2802                          STATION DESCRIPTION
 GY2802
 GY2802'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2802'2.6 MI NW FROM CLAY CITY.
 GY2802'ABOUT 2.55 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 GY2802'OFFICE AT CLAY CITY, ABOUT 1.75 MILES SOUTHEAST OF THE POST
 GY2802'OFFICE AT WEST BEND, ABOUT 0.9 MILE NORTHWEST OF A CONCRETE
 GY2802'BRIDGE OVER BRUSH CREEK, AT VIRDEN CHURCH OF CHRIST, 77 FEET
 GY2802'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET SOUTHEAST OF
 GY2802'THE SOUTH CORNER OF THE WOODEN CHURCH BUILDING, 46 FEET SOUTHWEST
 GY2802'OF A POWER POLE WITH BRANCH LINE TO CHURCH, 66 FEET WEST OF THE
 GY2802'CENTER OF THE SOUTHWEST END OF A 16-INCH PIPE CULVERT WITH
 GY2802'CONCRETE HEAD WALLS, 16 FEET NORTH OF A 60-INCH FORKED OAK TREE,
 GY2802'1 FOOT NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE
 GY2802'WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE HIGHWAY AND SET
 GY2802'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GY2802
 GY2802                          STATION RECOVERY (1958)
 GY2802
 GY2802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0870 ***********************************************************************
 GY0870  DESIGNATION -  A 16
 GY0870  PID         -  GY0870
 GY0870  STATE/COUNTY-  KY/LETCHER
 GY0870  USGS QUAD   -  WHITESBURG (1978)
 GY0870
 GY0870                         *CURRENT SURVEY CONTROL
 GY0870  ___________________________________________________________________
 GY0870* NAD 83(1986)-  37 06 19.     (N)    082 51 48.     (W)     SCALED    
 GY0870* NAVD 88     -       338.369  (meters)    1110.13   (feet)  ADJUSTED  
 GY0870  ___________________________________________________________________
 GY0870  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GY0870  DYNAMIC HT  -         338.083 (meters)    1109.19  (feet)  COMP
 GY0870  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 GY0870
 GY0870  VERT ORDER  -  FIRST     CLASS I
 GY0870
 GY0870.The horizontal coordinates were scaled from a topographic map and have
 GY0870.an estimated accuracy of +/- 6 seconds.
 GY0870
 GY0870.The orthometric height was determined by differential leveling
 GY0870.and adjusted by the National Geodetic Survey in June 1991..
 GY0870
 GY0870.The geoid height was determined by GEOID03.
 GY0870
 GY0870.The dynamic height is computed by dividing the NAVD 88
 GY0870.geopotential number by the normal gravity value computed on the
 GY0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0870.degrees latitude (g = 980.6199 gals.).
 GY0870
 GY0870.The modeled gravity was interpolated from observed gravity values.
 GY0870
 GY0870;                    North         East    Units  Estimated Accuracy
 GY0870;SPC KY1Z     - 1,089,640.    1,756,550.      MT  (+/- 180 meters Scaled)
 GY0870
 GY0870                          SUPERSEDED SURVEY CONTROL
 GY0870
 GY0870  NGVD 29 (??/??/92)  338.521  (m)         1110.63   (f) ADJ UNCH    1 1
 GY0870
 GY0870.Superseded values are not recommended for survey control.
 GY0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0870.See file dsdata.txt to determine how the superseded data were derived.
 GY0870
 GY0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB344081(NAD 83)
 GY0870_MARKER: DB = BENCH MARK DISK
 GY0870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0870_SP_SET: ABUTMENT
 GY0870_STAMPING: A 16 1930 1110.631
 GY0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0870
 GY0870  HISTORY     - Date     Condition        Report By
 GY0870  HISTORY     - 1930     MONUMENTED       CGS
 GY0870  HISTORY     - 1967     GOOD             NGS
 GY0870
 GY0870                          STATION DESCRIPTION
 GY0870
 GY0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0870'3.2 MI W FROM WHITESBURG.
 GY0870'ABOUT 0.9 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY0870'RAILROAD FROM THE STATION AT WHITESBURG, THENCE 0.15 MILE WEST
 GY0870'ALONG STATE HIGHWAY 15, THENCE 2.2 MILES WEST ALONG THE
 GY0870'LOUISVILLE AND NASHVILLE RAILROAD, 0.5 MILE WEST OF MILEPOST
 GY0870'281, 3 RAILS EAST OF A FOOTBRIDGE OVER THE NORTH FORK KENTUCKY
 GY0870'RIVER, 4 1/2 FEET NORTH OF THE NORTH RAIL OF THE TRACK, SET IN
 GY0870'THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A
 GY0870'RAILROAD BRIDGE OVER COWAN CREEK, AND ABOUT 2 FEET BELOW THE
 GY0870'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0642 ***********************************************************************
 HZ0642  DESIGNATION -  A 160
 HZ0642  PID         -  HZ0642
 HZ0642  STATE/COUNTY-  KY/BOONE
 HZ0642  USGS QUAD   -  RISING SUN (1994)
 HZ0642
 HZ0642                         *CURRENT SURVEY CONTROL
 HZ0642  ___________________________________________________________________
 HZ0642* NAD 83(1986)-  38 55 49.     (N)    084 51 43.     (W)     SCALED    
 HZ0642* NAVD 88     -       144.276  (meters)     473.35   (feet)  ADJUSTED  
 HZ0642  ___________________________________________________________________
 HZ0642  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 HZ0642  DYNAMIC HT  -         144.185 (meters)     473.05  (feet)  COMP
 HZ0642  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 HZ0642
 HZ0642  VERT ORDER  -  FIRST     CLASS II
 HZ0642
 HZ0642.The horizontal coordinates were scaled from a topographic map and have
 HZ0642.an estimated accuracy of +/- 6 seconds.
 HZ0642
 HZ0642.The orthometric height was determined by differential leveling
 HZ0642.and adjusted by the National Geodetic Survey in June 1991..
 HZ0642
 HZ0642.The geoid height was determined by GEOID03.
 HZ0642
 HZ0642.The dynamic height is computed by dividing the NAVD 88
 HZ0642.geopotential number by the normal gravity value computed on the
 HZ0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0642.degrees latitude (g = 980.6199 gals.).
 HZ0642
 HZ0642.The modeled gravity was interpolated from observed gravity values.
 HZ0642
 HZ0642;                    North         East    Units  Estimated Accuracy
 HZ0642;SPC KY1Z     - 1,288,600.    1,577,010.      MT  (+/- 180 meters Scaled)
 HZ0642
 HZ0642                          SUPERSEDED SURVEY CONTROL
 HZ0642
 HZ0642  NGVD 29 (??/??/92)  144.483  (m)          474.02   (f) ADJ UNCH    1 2
 HZ0642
 HZ0642.Superseded values are not recommended for survey control.
 HZ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0642.See file dsdata.txt to determine how the superseded data were derived.
 HZ0642
 HZ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ853112(NAD 83)
 HZ0642_MARKER: DB = BENCH MARK DISK
 HZ0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0642_STAMPING: A 160 1950
 HZ0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0642+STABILITY: SURFACE MOTION
 HZ0642
 HZ0642  HISTORY     - Date     Condition        Report By
 HZ0642  HISTORY     - 1950     MONUMENTED       CGS
 HZ0642  HISTORY     - 1964     GOOD             NGS
 HZ0642  HISTORY     - 1986     GOOD             LOCSUR
 HZ0642
 HZ0642                          STATION DESCRIPTION
 HZ0642
 HZ0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0642'1.2 MI SW FROM RABBIT HASH.
 HZ0642'ABOUT 100 YARDS NORTHWEST OF MRS. ETHEL STEVENS HOUSE, 41 FEET
 HZ0642'NORTHWEST OF THE WEST END OF MRS. STEVENS DRIVEWAY, 29 1/2 FEET
 HZ0642'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD,
 HZ0642'20 FEET WEST-NORTHWEST OF TELEPHONE POLE NO. 6, 13 1/2 FEET
 HZ0642'NORTHEAST OF A 30-INCH HICKORY TREE.  THE MARK IS ABOUT LEVEL WITH
 HZ0642'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 HZ0642'5 INCHES.
 HZ0642
 HZ0642                          STATION RECOVERY (1986)
 HZ0642
 HZ0642'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 HZ0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1110 ***********************************************************************
 HZ1110  DESIGNATION -  A 161
 HZ1110  PID         -  HZ1110
 HZ1110  STATE/COUNTY-  KY/HENRY
 HZ1110  USGS QUAD   -  SMITHFIELD (1993)
 HZ1110
 HZ1110                         *CURRENT SURVEY CONTROL
 HZ1110  ___________________________________________________________________
 HZ1110* NAD 83(1986)-  38 29 10.     (N)    085 17 27.     (W)     SCALED    
 HZ1110* NAVD 88     -       217.642  (meters)     714.05   (feet)  ADJUSTED  
 HZ1110  ___________________________________________________________________
 HZ1110  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HZ1110  DYNAMIC HT  -         217.494 (meters)     713.56  (feet)  COMP
 HZ1110  MODELED GRAV-     979,945.2   (mgal)                       NAVD 88
 HZ1110
 HZ1110  VERT ORDER  -  SECOND    CLASS 0
 HZ1110
 HZ1110.The horizontal coordinates were scaled from a topographic map and have
 HZ1110.an estimated accuracy of +/- 6 seconds.
 HZ1110
 HZ1110.The orthometric height was determined by differential leveling
 HZ1110.and adjusted by the National Geodetic Survey in June 1991..
 HZ1110
 HZ1110.The geoid height was determined by GEOID03.
 HZ1110
 HZ1110.The dynamic height is computed by dividing the NAVD 88
 HZ1110.geopotential number by the normal gravity value computed on the
 HZ1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1110.degrees latitude (g = 980.6199 gals.).
 HZ1110
 HZ1110.The modeled gravity was interpolated from observed gravity values.
 HZ1110
 HZ1110;                    North         East    Units  Estimated Accuracy
 HZ1110;SPC KY1Z     - 1,239,020.    1,540,060.      MT  (+/- 180 meters Scaled)
 HZ1110
 HZ1110                          SUPERSEDED SURVEY CONTROL
 HZ1110
 HZ1110  NGVD 29 (??/??/92)  217.81   (m)          714.6    (f) COMPUTED    2 0
 HZ1110
 HZ1110.Superseded values are not recommended for survey control.
 HZ1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1110.See file dsdata.txt to determine how the superseded data were derived.
 HZ1110
 HZ1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH490611(NAD 83)
 HZ1110_MARKER: DB = BENCH MARK DISK
 HZ1110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1110_SP_SET: ABUTMENT
 HZ1110_STAMPING: A 161 1950
 HZ1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1110
 HZ1110  HISTORY     - Date     Condition        Report By
 HZ1110  HISTORY     - 1950     MONUMENTED       CGS
 HZ1110
 HZ1110                          STATION DESCRIPTION
 HZ1110
 HZ1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HZ1110'1.3 MI SW FROM SULPHUR.
 HZ1110'ABOUT 1.3 MILES SOUTHWEST ALONG THE LOUISIVLLE AND NASHVILLE
 HZ1110'RAILROAD FROM THE STATION AT SULPHUR, SET IN THE TOP OF THE
 HZ1110'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF STEEL GIRDER
 HZ1110'BRIDGE NO. 5 OVER LITTLE KENTUCKY RIVER, 13 YARDS SOUTHWEST OF A
 HZ1110'GRAVEL ROAD CROSSING, 7 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL,
 HZ1110'0.4 FOOT NORTHWEST AND 1 FOOT LOWER THAN THE NORTHWEST END OF THE
 HZ1110'TOP PORTION OF ABUTMENT AND ABOUT 3 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1111 ***********************************************************************
 HZ1111  DESIGNATION -  A 161 RESET 1951
 HZ1111  PID         -  HZ1111
 HZ1111  STATE/COUNTY-  KY/HENRY
 HZ1111  USGS QUAD   -  SMITHFIELD (1993)
 HZ1111
 HZ1111                         *CURRENT SURVEY CONTROL
 HZ1111  ___________________________________________________________________
 HZ1111* NAD 83(1986)-  38 29 10.     (N)    085 17 27.     (W)     SCALED    
 HZ1111* NAVD 88     -       218.669  (meters)     717.42   (feet)  ADJUSTED  
 HZ1111  ___________________________________________________________________
 HZ1111  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HZ1111  DYNAMIC HT  -         218.520 (meters)     716.93  (feet)  COMP
 HZ1111  MODELED GRAV-     979,945.2   (mgal)                       NAVD 88
 HZ1111
 HZ1111  VERT ORDER  -  SECOND    CLASS 0
 HZ1111
 HZ1111.The horizontal coordinates were scaled from a topographic map and have
 HZ1111.an estimated accuracy of +/- 6 seconds.
 HZ1111
 HZ1111.The orthometric height was determined by differential leveling
 HZ1111.and adjusted by the National Geodetic Survey in June 1991..
 HZ1111
 HZ1111.The geoid height was determined by GEOID03.
 HZ1111
 HZ1111.The dynamic height is computed by dividing the NAVD 88
 HZ1111.geopotential number by the normal gravity value computed on the
 HZ1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1111.degrees latitude (g = 980.6199 gals.).
 HZ1111
 HZ1111.The modeled gravity was interpolated from observed gravity values.
 HZ1111
 HZ1111;                    North         East    Units  Estimated Accuracy
 HZ1111;SPC KY1Z     - 1,239,020.    1,540,060.      MT  (+/- 180 meters Scaled)
 HZ1111
 HZ1111                          SUPERSEDED SURVEY CONTROL
 HZ1111
 HZ1111  NGVD 29 (??/??/92)  218.832  (m)          717.95   (f) ADJ UNCH    2 0
 HZ1111
 HZ1111.Superseded values are not recommended for survey control.
 HZ1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1111.See file dsdata.txt to determine how the superseded data were derived.
 HZ1111
 HZ1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH490611(NAD 83)
 HZ1111_MARKER: DD = SURVEY DISK
 HZ1111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1111_SP_SET: WALL
 HZ1111_STAMPING: A 161 RESET 1951
 HZ1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1111
 HZ1111  HISTORY     - Date     Condition        Report By
 HZ1111  HISTORY     - 1951     MONUMENTED       LNRR
 HZ1111  HISTORY     - 1951     GOOD             NGS
 HZ1111  HISTORY     - 1963     GOOD             LNRR
 HZ1111
 HZ1111                          STATION DESCRIPTION
 HZ1111
 HZ1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HZ1111'1.4 MI SW FROM SULPHUR.
 HZ1111'1.4 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ1111'FROM THE STATION AT SULPHUR, HENRY COUNTY, 0.3 MILE SOUTHWEST
 HZ1111'OF MILEPOST 35, AT A DIRT-ROAD CROSSING, 32 FEET SOUTHWEST OF
 HZ1111'THE CENTERLINE OF THE ROAD, AT BRIDGE NO. 5 OVER LITTLE KENTUCKY
 HZ1111'RIVER, IN THE TOP OF THE WEST END OF THE PARAPET WALL OF THE
 HZ1111'NORTH ABUTMENT, AND 9.5 FEET WEST OF THE CENTERLINE OF THE TRACK.
 HZ1111'A STANDARD DISK, STAMPED A 161 RESET 1951.
 HZ1111
 HZ1111                          STATION RECOVERY (1963)
 HZ1111
 HZ1111'RECOVERY NOTE BY LOUISVILLE AND NASHVILLE RAILROAD 1963
 HZ1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0103 ***********************************************************************
 GZ0103  DESIGNATION -  A 162
 GZ0103  PID         -  GZ0103
 GZ0103  STATE/COUNTY-  KY/MADISON
 GZ0103  USGS QUAD   -  BEREA (1993)
 GZ0103
 GZ0103                         *CURRENT SURVEY CONTROL
 GZ0103  ___________________________________________________________________
 GZ0103* NAD 83(1986)-  37 32 30.     (N)    084 16 18.     (W)     SCALED    
 GZ0103* NAVD 88     -       304.234  (meters)     998.14   (feet)  ADJUSTED  
 GZ0103  ___________________________________________________________________
 GZ0103  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GZ0103  DYNAMIC HT  -         304.004 (meters)     997.39  (feet)  COMP
 GZ0103  MODELED GRAV-     979,863.7   (mgal)                       NAVD 88
 GZ0103
 GZ0103  VERT ORDER  -  SECOND    CLASS 0
 GZ0103
 GZ0103.The horizontal coordinates were scaled from a topographic map and have
 GZ0103.an estimated accuracy of +/- 6 seconds.
 GZ0103
 GZ0103.The orthometric height was determined by differential leveling
 GZ0103.and adjusted by the National Geodetic Survey in June 1991..
 GZ0103
 GZ0103.The geoid height was determined by GEOID03.
 GZ0103
 GZ0103.The dynamic height is computed by dividing the NAVD 88
 GZ0103.geopotential number by the normal gravity value computed on the
 GZ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0103.degrees latitude (g = 980.6199 gals.).
 GZ0103
 GZ0103.The modeled gravity was interpolated from observed gravity values.
 GZ0103
 GZ0103;                    North         East    Units  Estimated Accuracy
 GZ0103;SPC KY1Z     - 1,135,140.    1,630,630.      MT  (+/- 180 meters Scaled)
 GZ0103
 GZ0103                          SUPERSEDED SURVEY CONTROL
 GZ0103
 GZ0103  NGVD 29 (??/??/92)  304.384  (m)          998.63   (f) ADJ UNCH    2 0
 GZ0103
 GZ0103.Superseded values are not recommended for survey control.
 GZ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0103.See file dsdata.txt to determine how the superseded data were derived.
 GZ0103
 GZ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG410584(NAD 83)
 GZ0103_MARKER: DB = BENCH MARK DISK
 GZ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0103_STAMPING: A 162 1950 998.633
 GZ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0103+STABILITY: SURFACE MOTION
 GZ0103
 GZ0103  HISTORY     - Date     Condition        Report By
 GZ0103  HISTORY     - 1950     MONUMENTED       CGS
 GZ0103  HISTORY     - 1957     GOOD             NGS
 GZ0103
 GZ0103                          STATION DESCRIPTION
 GZ0103
 GZ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0103'2.4 MI SE FROM BEREA.
 GZ0103'ABOUT 2.35 MILES SOUTHEAST ALONG SCAFFOLD CANE PIKE FROM THE
 GZ0103'JUNCTION OF U.S. HIGHWAY 25 AND BOONE TAVERN AT BEREA, AT
 GZ0103'SCAFFOLD CANE SCHOOL, 70 FEET WEST OF THE CENTER LINE OF THE
 GZ0103'BLACK TOP ROAD, 110 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GZ0103'THE SCHOOL BUILDING, 47 FEET WEST OF THE NORTHWEST CORNER OF THE
 GZ0103'SCHOOL YARD, 1 FOOT SOUTH OF SCHOOL YARD FENCE, 20 FEET NORTHEAST
 GZ0103'OF A 28-INCH MAPLE TREE, 2 1/2 FEET WEST OF A WHITE WOODEN
 GZ0103'WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 GZ0103'CONCRETE POST PROJECTING 3 INCHES.
 GZ0103
 GZ0103                          STATION RECOVERY (1957)
 GZ0103
 GZ0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0093 ***********************************************************************
 GZ0093  DESIGNATION -  A 163
 GZ0093  PID         -  GZ0093
 GZ0093  STATE/COUNTY-  KY/MADISON
 GZ0093  USGS QUAD   -  BEREA (1993)
 GZ0093
 GZ0093                         *CURRENT SURVEY CONTROL
 GZ0093  ___________________________________________________________________
 GZ0093* NAD 83(1986)-  37 34 10.     (N)    084 17 42.     (W)     SCALED    
 GZ0093* NAVD 88     -       314.988  (meters)    1033.42   (feet)  ADJUSTED  
 GZ0093  ___________________________________________________________________
 GZ0093  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GZ0093  DYNAMIC HT  -         314.751 (meters)    1032.65  (feet)  COMP
 GZ0093  MODELED GRAV-     979,868.4   (mgal)                       NAVD 88
 GZ0093
 GZ0093  VERT ORDER  -  SECOND    CLASS 0
 GZ0093
 GZ0093.The horizontal coordinates were scaled from a topographic map and have
 GZ0093.an estimated accuracy of +/- 6 seconds.
 GZ0093
 GZ0093.The orthometric height was determined by differential leveling
 GZ0093.and adjusted by the National Geodetic Survey in June 1991..
 GZ0093
 GZ0093.The geoid height was determined by GEOID03.
 GZ0093
 GZ0093.The dynamic height is computed by dividing the NAVD 88
 GZ0093.geopotential number by the normal gravity value computed on the
 GZ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0093.degrees latitude (g = 980.6199 gals.).
 GZ0093
 GZ0093.The modeled gravity was interpolated from observed gravity values.
 GZ0093
 GZ0093;                    North         East    Units  Estimated Accuracy
 GZ0093;SPC KY1Z     - 1,138,190.    1,628,520.      MT  (+/- 180 meters Scaled)
 GZ0093
 GZ0093                          SUPERSEDED SURVEY CONTROL
 GZ0093
 GZ0093  NGVD 29 (??/??/92)  315.137  (m)         1033.91   (f) ADJ UNCH    2 0
 GZ0093
 GZ0093.Superseded values are not recommended for survey control.
 GZ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0093.See file dsdata.txt to determine how the superseded data were derived.
 GZ0093
 GZ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG388614(NAD 83)
 GZ0093_MARKER: DB = BENCH MARK DISK
 GZ0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0093_SP_SET: BUILDING
 GZ0093_STAMPING: A 163 1950 1033.912
 GZ0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0093
 GZ0093  HISTORY     - Date     Condition        Report By
 GZ0093  HISTORY     - 1950     MONUMENTED       CGS
 GZ0093  HISTORY     - 1957     GOOD             NGS
 GZ0093  HISTORY     - 1985     GOOD             NGS
 GZ0093
 GZ0093                          STATION DESCRIPTION
 GZ0093
 GZ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0093'AT BEREA.
 GZ0093'AT BEREA, SET VERTICALLY IN THE SOUTHEAST FACE AT THE EAST
 GZ0093'CORNER OF THE POST OFFICE BUILDING, 1 FOOT SOUTHWEST OF THE EAST
 GZ0093'CORNER, 22 FEET NORTHWEST OF THE NORTHWEST CURB OF CHESTNUT
 GZ0093'STREET, 127 1/2 FEET SOUTHWEST OF THE SOUTHWEST CURB OF PARKWAY
 GZ0093'STREET AND ABOUT 4 FEET ABOVE SIDE WALK.
 GZ0093
 GZ0093                          STATION RECOVERY (1957)
 GZ0093
 GZ0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0093'RECOVERED IN GOOD CONDITION.
 GZ0093
 GZ0093                          STATION RECOVERY (1985)
 GZ0093
 GZ0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0360 ***********************************************************************
 GZ0360  DESIGNATION -  A 164
 GZ0360  PID         -  GZ0360
 GZ0360  STATE/COUNTY-  KY/JACKSON
 GZ0360  USGS QUAD   -  PARROT (1976)
 GZ0360
 GZ0360                         *CURRENT SURVEY CONTROL
 GZ0360  ___________________________________________________________________
 GZ0360* NAD 83(1986)-  37 20 39.     (N)    084 04 31.     (W)     SCALED    
 GZ0360* NAVD 88     -       289.167  (meters)     948.71   (feet)  ADJUSTED  
 GZ0360  ___________________________________________________________________
 GZ0360  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GZ0360  DYNAMIC HT  -         288.941 (meters)     947.97  (feet)  COMP
 GZ0360  MODELED GRAV-     979,841.9   (mgal)                       NAVD 88
 GZ0360
 GZ0360  VERT ORDER  -  SECOND    CLASS 0
 GZ0360
 GZ0360.The horizontal coordinates were scaled from a topographic map and have
 GZ0360.an estimated accuracy of +/- 6 seconds.
 GZ0360
 GZ0360.The orthometric height was determined by differential leveling
 GZ0360.and adjusted by the National Geodetic Survey in June 1991..
 GZ0360
 GZ0360.The geoid height was determined by GEOID03.
 GZ0360
 GZ0360.The dynamic height is computed by dividing the NAVD 88
 GZ0360.geopotential number by the normal gravity value computed on the
 GZ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0360.degrees latitude (g = 980.6199 gals.).
 GZ0360
 GZ0360.The modeled gravity was interpolated from observed gravity values.
 GZ0360
 GZ0360;                    North         East    Units  Estimated Accuracy
 GZ0360;SPC KY1Z     - 1,113,520.    1,648,380.      MT  (+/- 180 meters Scaled)
 GZ0360
 GZ0360                          SUPERSEDED SURVEY CONTROL
 GZ0360
 GZ0360  NGVD 29 (??/??/92)  289.322  (m)          949.22   (f) ADJ UNCH    2 0
 GZ0360
 GZ0360.Superseded values are not recommended for survey control.
 GZ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0360.See file dsdata.txt to determine how the superseded data were derived.
 GZ0360
 GZ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG590370(NAD 83)
 GZ0360_MARKER: DB = BENCH MARK DISK
 GZ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0360_STAMPING: A 164 1950 949.217
 GZ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0360+STABILITY: SURFACE MOTION
 GZ0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0360+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 GZ0360
 GZ0360  HISTORY     - Date     Condition        Report By
 GZ0360  HISTORY     - 1950     MONUMENTED       CGS
 GZ0360  HISTORY     - 1957     GOOD             NGS
 GZ0360  HISTORY     - 20050426 GOOD             KYTC
 GZ0360
 GZ0360                          STATION DESCRIPTION
 GZ0360
 GZ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0360'10 MI SW FROM MC KEE.
 GZ0360'ABOUT 0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE COURT
 GZ0360'HOUSE AT MC KEE, THENCE ABOUT 9.45 MILES SOUTHWEST ALONG A
 GZ0360'GRAVEL ROAD LEADING TO LIVINGSTON, AT FLAT TOP CHURCH OF CHRIST
 GZ0360'AND CEMETERY, 26 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER
 GZ0360'OF THE CHURCH BUILDING, 4 1/2 FEET NORTH OF A POWER POLE, 142
 GZ0360'FEET NORTH OF THE CENTER LINE OF THE LIVINGSTON-MC KEE ROAD, 13
 GZ0360'FEET NORTH OF A 30-INCH OAK TREE, 42 FEET NORTHEAST OF THE
 GZ0360'CENTER LINE OF A ROAD NORTHWEST, ABOUT 15 FEET ABOVE THE ROAD
 GZ0360'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0360
 GZ0360                          STATION RECOVERY (1957)
 GZ0360
 GZ0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0360'RECOVERED IN GOOD CONDITION.
 GZ0360
 GZ0360                          STATION RECOVERY (2005)
 GZ0360
 GZ0360'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0360'MARK IS 45.5 FEET NORTHWEST OF SOUTHWEST CORNER OF CHURCH PORCH, 31.2
 GZ0360'FEET SOUTHEAST OF SOUTHWEST CORNER OF WEST END OF A CONCRETE BLOCK
 GZ0360'RETAINING WALL AT SOUTHWEST END OF CEMETARY, 19.3 FEET NORTHEAST OF
 GZ0360'CENTER OF GRAVEL DRIVE, 2 FEET NORTHEAST OF A POWER POLE WITH
 GZ0360'TRANSFORMER, BURIED 0.7 FOOT, A RAILROAD SPIKE WAS LAIN ATOP MARK AND
 GZ0360'REBURIED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2569 ***********************************************************************
 GY2569  DESIGNATION -  A 165 RESET
 GY2569  PID         -  GY2569
 GY2569  STATE/COUNTY-  KY/OWSLEY
 GY2569  USGS QUAD   -  BOONEVILLE (1978)
 GY2569
 GY2569                         *CURRENT SURVEY CONTROL
 GY2569  ___________________________________________________________________
 GY2569* NAD 83(1986)-  37 28 35.     (N)    083 44 03.     (W)     SCALED    
 GY2569* NAVD 88     -       272.12   (meters)     892.8    (feet)  RESET     
 GY2569  ___________________________________________________________________
 GY2569  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GY2569
 GY2569  VERT ORDER  -  THIRD
 GY2569
 GY2569.The horizontal coordinates were scaled from a topographic map and have
 GY2569.an estimated accuracy of +/- 6 seconds.
 GY2569
 GY2569.The orthometric height was computed from unverified reset data.
 GY2569.No vertical observational check was made to the station.
 GY2569
 GY2569.The geoid height was determined by GEOID03.
 GY2569
 GY2569;                    North         East    Units  Estimated Accuracy
 GY2569;SPC KY1Z     - 1,128,790.    1,678,280.      MT  (+/- 180 meters Scaled)
 GY2569
 GY2569                          SUPERSEDED SURVEY CONTROL
 GY2569
 GY2569  NGVD 29 (10/08/05)  272.29   (m)          893.3    (f) RESET       3  
 GY2569
 GY2569.Superseded values are not recommended for survey control.
 GY2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2569.See file dsdata.txt to determine how the superseded data were derived.
 GY2569
 GY2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB582512(NAD 83)
 GY2569_MARKER: DB = BENCH MARK DISK
 GY2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2569_STAMPING: A 165 RESET 1969
 GY2569_MARK LOGO: CGS   
 GY2569_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2569+STABILITY: SURFACE MOTION
 GY2569
 GY2569  HISTORY     - Date     Condition        Report By
 GY2569  HISTORY     - 1969     MONUMENTED       CGS
 GY2569  HISTORY     - 19930601 GOOD             KYDT
 GY2569
 GY2569                          STATION DESCRIPTION
 GY2569
 GY2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GY2569'0.9 MI W FROM LEVI.
 GY2569'THE MARK IS ABOUT 0.9 OF A MILE WEST ALONG STATE ROUTE 30 FROM
 GY2569'THE JUNCTION OF STATE ROUTE 11 AT THE SMALL COMMUNITY OF LEVI.  IT
 GY2569'IS 73.5 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE
 GY2569'C 90 (GUYED), 63 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER
 GY2569'OF A DRIVEWAY, 36 FEET WEST-NORTHWEST OF THE APPROXIMATE CENTER
 GY2569'OF STATE ROUTE 30, 32 FEET SOUTH-SOUTHWEST OF A STONE CULVERT
 GY2569'UNDER THE HIGHWAY, 14 FEET NORTH OF THE BASE OF A ROCK BLUFF AT
 GY2569'NORTH END OF A ROAD CUT, 7 FEET SOUTHWEST OF A 14-INCH YELLOW
 GY2569'PINE TREE, 3 FEET WEST-NORTHWEST OF A FENCE, 0.9 OF A FOOT EAST
 GY2569'OF A METAL WITNESS POST AND SIGN, AND ON PROPERTY OF MR. ERNEST
 GY2569'TAYLOR.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 GY2569'ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 GY2569'STAMPED A 165 RESET 1969.
 GY2569
 GY2569                          STATION RECOVERY (1993)
 GY2569
 GY2569'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GY2569'RECOVERED IN GOOD CONDITION.  NOTE--50 FEET SOUTH-SOUTHWEST OF
 GY2569'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2606 ***********************************************************************
 GY2606  DESIGNATION -  A 166
 GY2606  PID         -  GY2606
 GY2606  STATE/COUNTY-  KY/JACKSON
 GY2606  USGS QUAD   -  MC KEE (1976)
 GY2606
 GY2606                         *CURRENT SURVEY CONTROL
 GY2606  ___________________________________________________________________
 GY2606* NAD 83(1986)-  37 24 05.     (N)    083 54 03.     (W)     SCALED    
 GY2606* NAVD 88     -       393.711  (meters)    1291.70   (feet)  ADJUSTED  
 GY2606  ___________________________________________________________________
 GY2606  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GY2606  DYNAMIC HT  -         393.399 (meters)    1290.68  (feet)  COMP
 GY2606  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 GY2606
 GY2606  VERT ORDER  -  SECOND    CLASS 0
 GY2606
 GY2606.The horizontal coordinates were scaled from a topographic map and have
 GY2606.an estimated accuracy of +/- 6 seconds.
 GY2606
 GY2606.The orthometric height was determined by differential leveling
 GY2606.and adjusted by the National Geodetic Survey in June 1991..
 GY2606
 GY2606.The geoid height was determined by GEOID03.
 GY2606
 GY2606.The dynamic height is computed by dividing the NAVD 88
 GY2606.geopotential number by the normal gravity value computed on the
 GY2606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2606.degrees latitude (g = 980.6199 gals.).
 GY2606
 GY2606.The modeled gravity was interpolated from observed gravity values.
 GY2606
 GY2606;                    North         East    Units  Estimated Accuracy
 GY2606;SPC KY1Z     - 1,120,160.    1,663,710.      MT  (+/- 180 meters Scaled)
 GY2606
 GY2606                          SUPERSEDED SURVEY CONTROL
 GY2606
 GY2606  NGVD 29 (??/??/92)  393.864  (m)         1292.20   (f) ADJ UNCH    2 0
 GY2606
 GY2606.Superseded values are not recommended for survey control.
 GY2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2606.See file dsdata.txt to determine how the superseded data were derived.
 GY2606
 GY2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB432433(NAD 83)
 GY2606_MARKER: DB = BENCH MARK DISK
 GY2606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2606_SP_SET: BUILDING
 GY2606_STAMPING: A 166 1950 1292.202
 GY2606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2606
 GY2606  HISTORY     - Date     Condition        Report By
 GY2606  HISTORY     - 1950     MONUMENTED       CGS
 GY2606  HISTORY     - 1957     GOOD             NGS
 GY2606
 GY2606                          STATION DESCRIPTION
 GY2606
 GY2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2606'3 MI E FROM GRAY HAWK.
 GY2606'ABOUT 0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE SCHOOL
 GY2606'AT GRAY HAWK, THENCE ABOUT 2.4 MILES NORTHEAST ALONG A GRAVEL
 GY2606'ROAD, AT AN EAST-WEST CROSSROAD, SET VERTICALLY ABOUT 2 1/2
 GY2606'FEET ABOVE THE GROUND IN THE EAST FACE OF THE STONE BUILDING
 GY2606'HOUSING BINGHAMS STORE, 0.8 FOOT NORTH OF THE SOUTHEAST CORNER
 GY2606'OF THE BUILDING, NEAR THE CENTER OF THE EAST FACE OF CORNER
 GY2606'STONE, IN THE THIRD COURSE OF STONE MASONRY ABOVE THE GROUND, 20
 GY2606'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 16 FEET
 GY2606'NORTH OF THE CENTER LINE OF THE ROAD WEST, 12 FEET SOUTH OF THE
 GY2606'EXTENDED CENTER LINE OF ROAD EAST.
 GY2606
 GY2606                          STATION RECOVERY (1957)
 GY2606
 GY2606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2596 ***********************************************************************
 GY2596  DESIGNATION -  A 167
 GY2596  PID         -  GY2596
 GY2596  STATE/COUNTY-  KY/JACKSON
 GY2596  USGS QUAD   -  MC KEE (1976)
 GY2596
 GY2596                         *CURRENT SURVEY CONTROL
 GY2596  ___________________________________________________________________
 GY2596* NAD 83(1986)-  37 27 30.     (N)    083 53 38.     (W)     SCALED    
 GY2596* NAVD 88     -       394.606  (meters)    1294.64   (feet)  ADJUSTED  
 GY2596  ___________________________________________________________________
 GY2596  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY2596  DYNAMIC HT  -         394.300 (meters)    1293.63  (feet)  COMP
 GY2596  MODELED GRAV-     979,843.7   (mgal)                       NAVD 88
 GY2596
 GY2596  VERT ORDER  -  SECOND    CLASS 0
 GY2596
 GY2596.The horizontal coordinates were scaled from a topographic map and have
 GY2596.an estimated accuracy of +/- 6 seconds.
 GY2596
 GY2596.The orthometric height was determined by differential leveling
 GY2596.and adjusted by the National Geodetic Survey in June 1991..
 GY2596
 GY2596.The geoid height was determined by GEOID03.
 GY2596
 GY2596.The dynamic height is computed by dividing the NAVD 88
 GY2596.geopotential number by the normal gravity value computed on the
 GY2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2596.degrees latitude (g = 980.6199 gals.).
 GY2596
 GY2596.The modeled gravity was interpolated from observed gravity values.
 GY2596
 GY2596;                    North         East    Units  Estimated Accuracy
 GY2596;SPC KY1Z     - 1,126,490.    1,664,200.      MT  (+/- 180 meters Scaled)
 GY2596
 GY2596                          SUPERSEDED SURVEY CONTROL
 GY2596
 GY2596  NGVD 29 (??/??/92)  394.764  (m)         1295.15   (f) ADJ UNCH    2 0
 GY2596
 GY2596.Superseded values are not recommended for survey control.
 GY2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2596.See file dsdata.txt to determine how the superseded data were derived.
 GY2596
 GY2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB440496(NAD 83)
 GY2596_MARKER: DB = BENCH MARK DISK
 GY2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2596_STAMPING: A 167 1950 1295.155
 GY2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2596+STABILITY: SURFACE MOTION
 GY2596
 GY2596  HISTORY     - Date     Condition        Report By
 GY2596  HISTORY     - 1950     MONUMENTED       CGS
 GY2596  HISTORY     - 1957     GOOD             NGS
 GY2596
 GY2596                          STATION DESCRIPTION
 GY2596
 GY2596'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2596'1.4 MI S FROM NEW ZION.
 GY2596'ABOUT 1.4 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY2596'AT NEW ZION, AT THE JUNCTION OF A GRAVEL ROAD LEADING TO MC KEE
 GY2596'VIA TURKEY FOOT, IN ROAD TRIANGLE, 37 FEET SOUTHWEST OF THE
 GY2596'CENTER LINE OF THE GRAVEL ROAD, 50 FEET EAST OF THE CENTER LINE
 GY2596'OF THE WEST LEG OF TRIANGLE, 57 FEET NORTH OF THE CENTER LINE
 GY2596'OF THE SOUTH LEG OF TRIANGLE, ABOUT IN LINE WITH THE EXTENDED
 GY2596'CENTER LINE OF ROAD SOUTHWEST, 2 FEET NORTHWEST OF A WHITE WOODEN
 GY2596'WITNESS POST, ABOUT 1 FOOT BELOW THE MAIN ROAD AND SET IN THE
 GY2596'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GY2596
 GY2596                          STATION RECOVERY (1957)
 GY2596
 GY2596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2919 ***********************************************************************
 GY2919  DESIGNATION -  A 169
 GY2919  PID         -  GY2919
 GY2919  STATE/COUNTY-  KY/BREATHITT
 GY2919  USGS QUAD   -  TALLEGA (1976)
 GY2919
 GY2919                         *CURRENT SURVEY CONTROL
 GY2919  ___________________________________________________________________
 GY2919* NAD 83(1986)-  37 32 32.     (N)    083 30 57.     (W)     SCALED    
 GY2919* NAVD 88     -       260.372  (meters)     854.24   (feet)  ADJUSTED  
 GY2919  ___________________________________________________________________
 GY2919  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GY2919  DYNAMIC HT  -         260.170 (meters)     853.57  (feet)  COMP
 GY2919  MODELED GRAV-     979,850.8   (mgal)                       NAVD 88
 GY2919
 GY2919  VERT ORDER  -  SECOND    CLASS 0
 GY2919
 GY2919.The horizontal coordinates were scaled from a topographic map and have
 GY2919.an estimated accuracy of +/- 6 seconds.
 GY2919
 GY2919.The orthometric height was determined by differential leveling
 GY2919.and adjusted by the National Geodetic Survey in June 1991..
 GY2919
 GY2919.The geoid height was determined by GEOID03.
 GY2919
 GY2919.The dynamic height is computed by dividing the NAVD 88
 GY2919.geopotential number by the normal gravity value computed on the
 GY2919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2919.degrees latitude (g = 980.6199 gals.).
 GY2919
 GY2919.The modeled gravity was interpolated from observed gravity values.
 GY2919
 GY2919;                    North         East    Units  Estimated Accuracy
 GY2919;SPC KY1Z     - 1,136,530.    1,697,410.      MT  (+/- 180 meters Scaled)
 GY2919
 GY2919                          SUPERSEDED SURVEY CONTROL
 GY2919
 GY2919  NGVD 29 (??/??/92)  260.531  (m)          854.76   (f) ADJ UNCH    2 0
 GY2919
 GY2919.Superseded values are not recommended for survey control.
 GY2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2919.See file dsdata.txt to determine how the superseded data were derived.
 GY2919
 GY2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB777580(NAD 83)
 GY2919_MARKER: DB = BENCH MARK DISK
 GY2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2919_STAMPING: A 169 1950 854.759
 GY2919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2919+STABILITY: SURFACE MOTION
 GY2919
 GY2919  HISTORY     - Date     Condition        Report By
 GY2919  HISTORY     - 1950     MONUMENTED       CGS
 GY2919  HISTORY     - 1957     GOOD             NGS
 GY2919
 GY2919                          STATION DESCRIPTION
 GY2919
 GY2919'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2919'1.5 MI SW FROM OAKDALE.
 GY2919'ABOUT 0.6 MILE WEST ALONG THE LOUSIVILLE AND NASHVILLE RAILROAD
 GY2919'FROM THE STATION AT OAKDALE, THENCE ABOUT 0.9 MILE SOUTH ALONG A
 GY2919'ROUGH TRAIL FOLLOWING A CREEK BRANCH, ABOUT 0.95 MILE SOUTH OF
 GY2919'JUNCTION OF STATE HIGHWAY 52, 7 FEET WEST OF THE CENTER LINE OF
 GY2919'TRAIL, 1 FOOT EAST OF A WIRE FENCE, 85 FEET NORTHWEST OF THE
 GY2919'NORTHWEST PORCH CORNER OF A FARM HOUSE, 47 FEET NORTHWEST OF YARD
 GY2919'FENCE CORNER, 43 FEET WEST OF A POWER POLE WITH BRANCH LINE TO
 GY2919'HOUSE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 GY2919'WITH THE TRAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2919'3 INCHES.  NOTE-- MARK MAY BE REACHED FROM POST OFFICE AT
 GY2919'COPEBRANCH BY GOING ABOUT 0.55 MILE NORTHEAST ALONG A TRAIL,
 GY2919'THENCE ABOUT 1.1 MILES NORTH AND UPSTREAM ALONG COPE BRANCH
 GY2919'TRAIL, THENCE ABOUT 0.5 MILE NORTH AND DOWNSTREAM ALONG A CREEK
 GY2919'BED TRAIL.
 GY2919
 GY2919                          STATION RECOVERY (1957)
 GY2919
 GY2919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0487 ***********************************************************************
 GD0487  DESIGNATION -  A 17
 GD0487  PID         -  GD0487
 GD0487  STATE/COUNTY-  KY/HICKMAN
 GD0487  USGS QUAD   -  ARLINGTON (1982)
 GD0487
 GD0487                         *CURRENT SURVEY CONTROL
 GD0487  ___________________________________________________________________
 GD0487* NAD 83(1986)-  36 45 27.     (N)    089 06 13.     (W)     SCALED    
 GD0487* NAVD 88     -       140.853  (meters)     462.12   (feet)  ADJUSTED  
 GD0487  ___________________________________________________________________
 GD0487  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GD0487  DYNAMIC HT  -         140.745 (meters)     461.76  (feet)  COMP
 GD0487  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 GD0487
 GD0487  VERT ORDER  -  FIRST     CLASS II
 GD0487
 GD0487.The horizontal coordinates were scaled from a topographic map and have
 GD0487.an estimated accuracy of +/- 6 seconds.
 GD0487
 GD0487.The orthometric height was determined by differential leveling
 GD0487.and adjusted by the National Geodetic Survey in June 1991..
 GD0487
 GD0487.The geoid height was determined by GEOID03.
 GD0487
 GD0487.The dynamic height is computed by dividing the NAVD 88
 GD0487.geopotential number by the normal gravity value computed on the
 GD0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0487.degrees latitude (g = 980.6199 gals.).
 GD0487
 GD0487.The modeled gravity was interpolated from observed gravity values.
 GD0487
 GD0487;                    North         East    Units  Estimated Accuracy
 GD0487;SPC KY1Z     - 1,052,460.    1,200,580.      MT  (+/- 180 meters Scaled)
 GD0487
 GD0487                          SUPERSEDED SURVEY CONTROL
 GD0487
 GD0487  NGVD 29 (??/??/??)  140.749  (m)          461.77   (f) ADJUSTED    1 2
 GD0487
 GD0487.Superseded values are not recommended for survey control.
 GD0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0487.See file dsdata.txt to determine how the superseded data were derived.
 GD0487
 GD0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF122700(NAD 83)
 GD0487_MARKER: DB = BENCH MARK DISK
 GD0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0487_STAMPING: A 17 1933
 GD0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0487+STABILITY: SURFACE MOTION
 GD0487
 GD0487  HISTORY     - Date     Condition        Report By
 GD0487  HISTORY     - 1933     MONUMENTED       CGS
 GD0487  HISTORY     - 1957     GOOD             CGS
 GD0487
 GD0487                          STATION DESCRIPTION
 GD0487
 GD0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0487'AT COLUMBUS.
 GD0487'AT COLUMBUS, ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 123 FROM
 GD0487'THE POST OFFICE, AT SCHOOL BUILDING, 48 FEET NORTH OF CENTER LINE
 GD0487'OF HIGHWAY, 161 1/2 FEET WEST OF SOUTHWEST CORNER OF SCHOOL
 GD0487'BUILDING, 19 FEET NORTHEAST OF A 10-INCH COTTONWOOD TREE, 17
 GD0487'FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 3 FEET ABOVE LEVEL OF
 GD0487'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 15
 GD0487'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2533 ***********************************************************************
 GY2533  DESIGNATION -  A 170
 GY2533  PID         -  GY2533
 GY2533  STATE/COUNTY-  KY/OWSLEY
 GY2533  USGS QUAD   -  COWCREEK (1961)
 GY2533
 GY2533                         *CURRENT SURVEY CONTROL
 GY2533  ___________________________________________________________________
 GY2533* NAD 83(1986)-  37 27 48.     (N)    083 35 18.     (W)     SCALED    
 GY2533* NAVD 88     -       253.742  (meters)     832.49   (feet)  ADJUSTED  
 GY2533  ___________________________________________________________________
 GY2533  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GY2533  DYNAMIC HT  -         253.546 (meters)     831.84  (feet)  COMP
 GY2533  MODELED GRAV-     979,850.6   (mgal)                       NAVD 88
 GY2533
 GY2533  VERT ORDER  -  SECOND    CLASS 0
 GY2533
 GY2533.The horizontal coordinates were scaled from a topographic map and have
 GY2533.an estimated accuracy of +/- 6 seconds.
 GY2533
 GY2533.The orthometric height was determined by differential leveling
 GY2533.and adjusted by the National Geodetic Survey in June 1991..
 GY2533
 GY2533.The geoid height was determined by GEOID03.
 GY2533
 GY2533.The dynamic height is computed by dividing the NAVD 88
 GY2533.geopotential number by the normal gravity value computed on the
 GY2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2533.degrees latitude (g = 980.6199 gals.).
 GY2533
 GY2533.The modeled gravity was interpolated from observed gravity values.
 GY2533
 GY2533;                    North         East    Units  Estimated Accuracy
 GY2533;SPC KY1Z     - 1,127,630.    1,691,210.      MT  (+/- 180 meters Scaled)
 GY2533
 GY2533                          SUPERSEDED SURVEY CONTROL
 GY2533
 GY2533  NGVD 29 (??/??/92)  253.904  (m)          833.02   (f) ADJ UNCH    2 0
 GY2533
 GY2533.Superseded values are not recommended for survey control.
 GY2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2533.See file dsdata.txt to determine how the superseded data were derived.
 GY2533
 GY2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB710494(NAD 83)
 GY2533_MARKER: DB = BENCH MARK DISK
 GY2533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2533_SP_SET: CULVERT
 GY2533_STAMPING: A 170 1950 833.017
 GY2533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2533+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GY2533
 GY2533  HISTORY     - Date     Condition        Report By
 GY2533  HISTORY     - 1950     MONUMENTED       CGS
 GY2533  HISTORY     - 1957     GOOD             NGS
 GY2533  HISTORY     - 20020730 GOOD             KYDT
 GY2533
 GY2533                          STATION DESCRIPTION
 GY2533
 GY2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2533'2.4 MI E FROM LE ROSE.
 GY2533'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 GY2533'AND ROAD JUNCTION AT LE ROSE, ABOUT 60 YARDS WEST OF THE JUNCTION
 GY2533'OF A DRIVE NORTH TO A FARM HOUSE AND BARN, ABOUT 65 YARDS EAST OF
 GY2533'A POWER POLE WITH TRANSFORMER, SET IN THE TOP OF THE WEST END OF
 GY2533'THE SOUTH HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 14 1/2 FEET
 GY2533'SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 GY2533'HIGHWAY.  NOTE-- IT IS ALSO AT THE MIDDLE OF AN EAST-AND-WEST
 GY2533'TANGENT.
 GY2533
 GY2533                          STATION RECOVERY (1957)
 GY2533
 GY2533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2533'RECOVERED IN GOOD CONDITION.
 GY2533
 GY2533                          STATION RECOVERY (2002)
 GY2533
 GY2533'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2533'MARK IS ABOUT 0.5 FEET BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1909 ***********************************************************************
 GY1909  DESIGNATION -  A 171
 GY1909  PID         -  GY1909
 GY1909  STATE/COUNTY-  KY/BREATHITT
 GY1909  USGS QUAD   -  HADDIX (1972)
 GY1909
 GY1909                         *CURRENT SURVEY CONTROL
 GY1909  ___________________________________________________________________
 GY1909* NAD 83(1986)-  37 27 18.     (N)    083 22 28.     (W)     SCALED    
 GY1909* NAVD 88     -       232.989  (meters)     764.40   (feet)  ADJUSTED  
 GY1909  ___________________________________________________________________
 GY1909  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GY1909  DYNAMIC HT  -         232.811 (meters)     763.81  (feet)  COMP
 GY1909  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 GY1909
 GY1909  VERT ORDER  -  FIRST     CLASS I
 GY1909
 GY1909.The horizontal coordinates were scaled from a topographic map and have
 GY1909.an estimated accuracy of +/- 6 seconds.
 GY1909
 GY1909.The orthometric height was determined by differential leveling
 GY1909.and adjusted by the National Geodetic Survey in June 1991..
 GY1909
 GY1909.The geoid height was determined by GEOID03.
 GY1909
 GY1909.The dynamic height is computed by dividing the NAVD 88
 GY1909.geopotential number by the normal gravity value computed on the
 GY1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1909.degrees latitude (g = 980.6199 gals.).
 GY1909
 GY1909.The modeled gravity was interpolated from observed gravity values.
 GY1909
 GY1909;                    North         East    Units  Estimated Accuracy
 GY1909;SPC KY1Z     - 1,127,160.    1,710,150.      MT  (+/- 180 meters Scaled)
 GY1909
 GY1909                          SUPERSEDED SURVEY CONTROL
 GY1909
 GY1909  NGVD 29 (??/??/92)  233.150  (m)          764.93   (f) ADJ UNCH    1 1
 GY1909
 GY1909.Superseded values are not recommended for survey control.
 GY1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1909.See file dsdata.txt to determine how the superseded data were derived.
 GY1909
 GY1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB899479(NAD 83)
 GY1909_MARKER: DB = BENCH MARK DISK
 GY1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1909_STAMPING: A 171 1950 764.926
 GY1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1909+STABILITY: SURFACE MOTION
 GY1909
 GY1909  HISTORY     - Date     Condition        Report By
 GY1909  HISTORY     - 1950     MONUMENTED       CGS
 GY1909  HISTORY     - 1967     GOOD             NGS
 GY1909
 GY1909                          STATION DESCRIPTION
 GY1909
 GY1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1909'11 MI SE FROM JACKSON.
 GY1909'ABOUT 11.05 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1909'RAILROAD FROM THE STATION AT JACKSON, 0.1 MILE SOUTHWEST OF THE
 GY1909'POST OFFICE AT THE COMMUNITY OF COPLAND, 8 TELEPHONE POLES EAST
 GY1909'OF MILEPOST NUMBER 209, 25 FEET NORTH OF THE NORTH RAIL OF THE
 GY1909'MAIN TRACK, 11 1/2 FEET NORTH OF THE NORTH RAIL OF A SIDETRACK,
 GY1909'5 FEET SOUTHWEST OF A TELEPHONE POLE, 1.9 FEET NORTHEAST OF A
 GY1909'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACKS,
 GY1909'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0477 ***********************************************************************
 GD0477  DESIGNATION -  A 17.1 11
 GD0477  PID         -  GD0477
 GD0477  STATE/COUNTY-  KY/CARLISLE
 GD0477  USGS QUAD   -  ARLINGTON (1982)
 GD0477
 GD0477                         *CURRENT SURVEY CONTROL
 GD0477  ___________________________________________________________________
 GD0477* NAD 83(1986)-  36 51 49.     (N)    089 06 04.     (W)     SCALED    
 GD0477* NAVD 88     -        98.039  (meters)     321.65   (feet)  ADJUSTED  
 GD0477  ___________________________________________________________________
 GD0477  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0477  DYNAMIC HT  -          97.964 (meters)     321.40  (feet)  COMP
 GD0477  MODELED GRAV-     979,866.9   (mgal)                       NAVD 88
 GD0477
 GD0477  VERT ORDER  -  FIRST     CLASS II
 GD0477
 GD0477.The horizontal coordinates were scaled from a topographic map and have
 GD0477.an estimated accuracy of +/- 6 seconds.
 GD0477
 GD0477.The orthometric height was determined by differential leveling
 GD0477.and adjusted by the National Geodetic Survey in June 1991..
 GD0477
 GD0477.The geoid height was determined by GEOID03.
 GD0477
 GD0477.The dynamic height is computed by dividing the NAVD 88
 GD0477.geopotential number by the normal gravity value computed on the
 GD0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0477.degrees latitude (g = 980.6199 gals.).
 GD0477
 GD0477.The modeled gravity was interpolated from observed gravity values.
 GD0477
 GD0477;                    North         East    Units  Estimated Accuracy
 GD0477;SPC KY1Z     - 1,064,220.    1,201,230.      MT  (+/- 180 meters Scaled)
 GD0477
 GD0477                          SUPERSEDED SURVEY CONTROL
 GD0477
 GD0477  NGVD 29 (??/??/??)   97.924  (m)          321.27   (f) ADJUSTED    1 2
 GD0477
 GD0477.Superseded values are not recommended for survey control.
 GD0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0477.See file dsdata.txt to determine how the superseded data were derived.
 GD0477
 GD0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF127818(NAD 83)
 GD0477_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0477_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0477_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0477_STAMPING: A 17-1-11
 GD0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0477
 GD0477  HISTORY     - Date     Condition        Report By
 GD0477  HISTORY     - UNK      MONUMENTED       DOD
 GD0477  HISTORY     - 1957     GOOD             CGS
 GD0477  HISTORY     - 20020813 MARK NOT FOUND   USACE
 GD0477
 GD0477                          STATION DESCRIPTION
 GD0477
 GD0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0477'4.3 MI N FROM BURKLEY.
 GD0477'ABOUT 4.3 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 GD0477'FROM THE CROSSING OF STATE HIGHWAY 123 AT BURKLEY, ABOUT 5.25
 GD0477'MILES SOUTHWEST OF THE CROSSING OF U.S. HIGHWAY 51 AT WINFORD
 GD0477'JUNCTION, AT LAKETON, 25 3/4 FEET WEST OF WEST RAIL OF TRACK,
 GD0477'ABOUT 0.45 MILE SOUTH OF MILE POST 480, 37 FEET NORTHWEST OF
 GD0477'CENTER OF CROSSING OF TRACK AND EAST-WEST DIRT ROAD AT LAKETON, 6
 GD0477'FEET SOUTHWEST OF A TELEPHONE POLE, 15 1/2 FEET WEST-SOUTHWEST
 GD0477'OF A STEEL POST SUPPORTING A TELEPHONE BOX, 15 FEET NORTHWEST OF
 GD0477'STEEL RAILROAD CROSSING WARNING SIGN, AND IS A BOLT UNDER A
 GD0477'U.S.E. PIPE AND CAP PROJECTING 5 INCHES.  NOTE-- LEVELING WAS NOT
 GD0477'EXTENDED TO BOLT.
 GD0477
 GD0477                          STATION RECOVERY (2002)
 GD0477
 GD0477'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0580 ***********************************************************************
 GD0580  DESIGNATION -  A 17.1 8
 GD0580  PID         -  GD0580
 GD0580  STATE/COUNTY-  KY/BALLARD
 GD0580  USGS QUAD   -  WICKLIFFE (1983)
 GD0580
 GD0580                         *CURRENT SURVEY CONTROL
 GD0580  ___________________________________________________________________
 GD0580* NAD 83(1986)-  36 57 56.     (N)    089 05 31.     (W)     SCALED    
 GD0580* NAVD 88     -       102.428  (meters)     336.05   (feet)  ADJUSTED  
 GD0580  ___________________________________________________________________
 GD0580  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0580  DYNAMIC HT  -         102.351 (meters)     335.80  (feet)  COMP
 GD0580  MODELED GRAV-     979,882.7   (mgal)                       NAVD 88
 GD0580
 GD0580  VERT ORDER  -  FIRST     CLASS II
 GD0580
 GD0580.The horizontal coordinates were scaled from a topographic map and have
 GD0580.an estimated accuracy of +/- 6 seconds.
 GD0580
 GD0580.The orthometric height was determined by differential leveling
 GD0580.and adjusted by the National Geodetic Survey in June 1991..
 GD0580
 GD0580.The geoid height was determined by GEOID03.
 GD0580
 GD0580.The dynamic height is computed by dividing the NAVD 88
 GD0580.geopotential number by the normal gravity value computed on the
 GD0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0580.degrees latitude (g = 980.6199 gals.).
 GD0580
 GD0580.The modeled gravity was interpolated from observed gravity values.
 GD0580
 GD0580;                    North         East    Units  Estimated Accuracy
 GD0580;SPC KY1Z     - 1,075,500.    1,202,450.      MT  (+/- 180 meters Scaled)
 GD0580
 GD0580                          SUPERSEDED SURVEY CONTROL
 GD0580
 GD0580  NGVD 29 (??/??/??)  102.286  (m)          335.58   (f) ADJUSTED    1 2
 GD0580
 GD0580.Superseded values are not recommended for survey control.
 GD0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0580.See file dsdata.txt to determine how the superseded data were derived.
 GD0580
 GD0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF137930(NAD 83)
 GD0580_MARKER: P = PIPE CAP
 GD0580_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0580_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0580_STAMPING: A 17.1-8
 GD0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0580
 GD0580  HISTORY     - Date     Condition        Report By
 GD0580  HISTORY     - UNK      MONUMENTED       DOD
 GD0580  HISTORY     - 1948     GOOD             CGS
 GD0580  HISTORY     - 20020423 MARK NOT FOUND   USACE
 GD0580
 GD0580                          STATION DESCRIPTION
 GD0580
 GD0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0580'AT WICKLIFFE.
 GD0580'AT WICKLIFFE, 73.5 FEET WEST AND ACROSS THE TRACKS FROM THE WEST
 GD0580'CORNER OF THE ILLINOIS CENTRAL RAILROAD STATION, 17.5 FEET
 GD0580'SOUTHWEST OF THE SOUTHWEST RAIL, 87 FEET NORTHWEST OF THE NORTH
 GD0580'CORNER OF A HOUSE, 28 FEET NORTH OF A TELEPHONE POLE, 1 FOOT
 GD0580'NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK
 GD0580'AND SET ON THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 3 INCHES.
 GD0580
 GD0580                          STATION RECOVERY (2002)
 GD0580
 GD0580'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2398 ***********************************************************************
 GY2398  DESIGNATION -  A 172
 GY2398  PID         -  GY2398
 GY2398  STATE/COUNTY-  KY/PERRY
 GY2398  USGS QUAD   -  BUCKHORN (1979)
 GY2398
 GY2398                         *CURRENT SURVEY CONTROL
 GY2398  ___________________________________________________________________
 GY2398* NAD 83(1986)-  37 17 40.     (N)    083 29 05.     (W)     SCALED    
 GY2398* NAVD 88     -       247.352  (meters)     811.52   (feet)  ADJUSTED  
 GY2398  ___________________________________________________________________
 GY2398  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GY2398  DYNAMIC HT  -         247.156 (meters)     810.88  (feet)  COMP
 GY2398  MODELED GRAV-     979,833.1   (mgal)                       NAVD 88
 GY2398
 GY2398  VERT ORDER  -  SECOND    CLASS 0
 GY2398
 GY2398.The horizontal coordinates were scaled from a topographic map and have
 GY2398.an estimated accuracy of +/- 6 seconds.
 GY2398
 GY2398.The orthometric height was determined by differential leveling
 GY2398.and adjusted by the National Geodetic Survey in June 1991..
 GY2398
 GY2398.The geoid height was determined by GEOID03.
 GY2398
 GY2398.The dynamic height is computed by dividing the NAVD 88
 GY2398.geopotential number by the normal gravity value computed on the
 GY2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2398.degrees latitude (g = 980.6199 gals.).
 GY2398
 GY2398.The modeled gravity was interpolated from observed gravity values.
 GY2398
 GY2398;                    North         East    Units  Estimated Accuracy
 GY2398;SPC KY1Z     - 1,109,110.    1,700,830.      MT  (+/- 180 meters Scaled)
 GY2398
 GY2398                          SUPERSEDED SURVEY CONTROL
 GY2398
 GY2398  NGVD 29 (??/??/92)  247.50   (m)          812.0    (f) COMPUTED    2 0
 GY2398
 GY2398.Superseded values are not recommended for survey control.
 GY2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2398.See file dsdata.txt to determine how the superseded data were derived.
 GY2398
 GY2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB797304(NAD 83)
 GY2398_MARKER: DB = BENCH MARK DISK
 GY2398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2398_SP_SET: CULVERT
 GY2398_STAMPING: A 172 1950 812.059
 GY2398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2398
 GY2398  HISTORY     - Date     Condition        Report By
 GY2398  HISTORY     - 1950     MONUMENTED       CGS
 GY2398  HISTORY     - 1957     POOR             NGS
 GY2398
 GY2398                          STATION DESCRIPTION
 GY2398
 GY2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2398'1.9 MI NE FROM SAUL.
 GY2398'ABOUT 1.9 MILES NORTHEAST ALONG A GRAVEL ROAD FOLLOWING
 GY2398'LEATHERWOOD CREEK DOWNSTREAM FROM THE POST OFFICE AT SAUL,
 GY2398'ABOUT 1.45 MILES WEST AND SOUTHWEST OF FORD ACROSS MIDDLE FORK
 GY2398'OF KENTUCKY RIVER AND MOUTH OF LEATHERWOOD CREEK, SET IN THE TOP
 GY2398'OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 5-FOOT
 GY2398'CONCRETE CULVERT OVER A CREEK BRANCH, 12 FEET NORTHWEST OF THE
 GY2398'CENTER LINE OF THE GRAVEL ROAD AND ABOUT LEVEL WITH THE ROAD.
 GY2398
 GY2398                          STATION RECOVERY (1957)
 GY2398
 GY2398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2398'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1934 ***********************************************************************
 GY1934  DESIGNATION -  A 173
 GY1934  PID         -  GY1934
 GY1934  STATE/COUNTY-  KY/PERRY
 GY1934  USGS QUAD   -  KRYPTON (1972)
 GY1934
 GY1934                         *CURRENT SURVEY CONTROL
 GY1934  ___________________________________________________________________
 GY1934* NAD 83(1986)-  37 21 19.     (N)    083 21 22.     (W)     SCALED    
 GY1934* NAVD 88     -       243.879  (meters)     800.13   (feet)  ADJUSTED  
 GY1934  ___________________________________________________________________
 GY1934  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GY1934  DYNAMIC HT  -         243.690 (meters)     799.51  (feet)  COMP
 GY1934  MODELED GRAV-     979,851.1   (mgal)                       NAVD 88
 GY1934
 GY1934  VERT ORDER  -  FIRST     CLASS I
 GY1934
 GY1934.The horizontal coordinates were scaled from a topographic map and have
 GY1934.an estimated accuracy of +/- 6 seconds.
 GY1934
 GY1934.The orthometric height was determined by differential leveling
 GY1934.and adjusted by the National Geodetic Survey in June 1991..
 GY1934.WARNING-Repeat measurements at this control monument indicate possible
 GY1934.vertical movement.
 GY1934
 GY1934.The geoid height was determined by GEOID03.
 GY1934
 GY1934.The dynamic height is computed by dividing the NAVD 88
 GY1934.geopotential number by the normal gravity value computed on the
 GY1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1934.degrees latitude (g = 980.6199 gals.).
 GY1934
 GY1934.The modeled gravity was interpolated from observed gravity values.
 GY1934
 GY1934;                    North         East    Units  Estimated Accuracy
 GY1934;SPC KY1Z     - 1,116,140.    1,712,050.      MT  (+/- 180 meters Scaled)
 GY1934
 GY1934                          SUPERSEDED SURVEY CONTROL
 GY1934
 GY1934  NGVD 29 (??/??/92)  244.051  (m)          800.69   (f) ADJ UNCH    1 1
 GY1934
 GY1934.Superseded values are not recommended for survey control.
 GY1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1934.See file dsdata.txt to determine how the superseded data were derived.
 GY1934
 GY1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB913368(NAD 83)
 GY1934_MARKER: DB = BENCH MARK DISK
 GY1934_SETTING: 66 = SET IN ROCK OUTCROP
 GY1934_SP_SET: BOULDER
 GY1934_STAMPING: A 173 1950 801.038
 GY1934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1934+STABILITY: POSITION/ELEVATION WELL
 GY1934
 GY1934  HISTORY     - Date     Condition        Report By
 GY1934  HISTORY     - 1950     MONUMENTED       CGS
 GY1934  HISTORY     - 1967     GOOD             NGS
 GY1934
 GY1934                          STATION DESCRIPTION
 GY1934
 GY1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1934'0.6 MI N FROM CHAVIES.
 GY1934'ABOUT 0.6 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY1934'FROM DUFFS GENERAL STORE AT CHAVIES, 0.8 MILE SOUTH OF THE SOUTH
 GY1934'ENTRANCE TO THE LINE TUNNEL, 20 1/2 FEET NORTHWEST OF THE NORTHWEST
 GY1934'RAIL OF THE TRACK, SET VERTICALLY IN THE SOUTHWEST FACE OF A LARGE
 GY1934'SLANTING BOULDER, 3.6 FEET SOUTHEAST OF THE WEST CORNER OF THE
 GY1934'BOULDER, ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 GY1934'1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2267 ***********************************************************************
 GY2267  DESIGNATION -  A 174
 GY2267  PID         -  GY2267
 GY2267  STATE/COUNTY-  KY/LESLIE
 GY2267  USGS QUAD   -  KRYPTON (1972)
 GY2267
 GY2267                         *CURRENT SURVEY CONTROL
 GY2267  ___________________________________________________________________
 GY2267* NAD 83(1986)-  37 16 08.     (N)    083 22 25.     (W)     SCALED    
 GY2267* NAVD 88     -       247.445  (meters)     811.83   (feet)  ADJUSTED  
 GY2267  ___________________________________________________________________
 GY2267  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY2267  DYNAMIC HT  -         247.251 (meters)     811.19  (feet)  COMP
 GY2267  MODELED GRAV-     979,839.2   (mgal)                       NAVD 88
 GY2267
 GY2267  VERT ORDER  -  SECOND    CLASS 0
 GY2267
 GY2267.The horizontal coordinates were scaled from a topographic map and have
 GY2267.an estimated accuracy of +/- 6 seconds.
 GY2267
 GY2267.The orthometric height was determined by differential leveling
 GY2267.and adjusted by the National Geodetic Survey in June 1991..
 GY2267
 GY2267.The geoid height was determined by GEOID03.
 GY2267
 GY2267.The dynamic height is computed by dividing the NAVD 88
 GY2267.geopotential number by the normal gravity value computed on the
 GY2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2267.degrees latitude (g = 980.6199 gals.).
 GY2267
 GY2267.The modeled gravity was interpolated from observed gravity values.
 GY2267
 GY2267;                    North         East    Units  Estimated Accuracy
 GY2267;SPC KY1Z     - 1,106,520.    1,710,750.      MT  (+/- 180 meters Scaled)
 GY2267
 GY2267                          SUPERSEDED SURVEY CONTROL
 GY2267
 GY2267  NGVD 29 (??/??/92)  247.62   (m)          812.4    (f) COMPUTED    2 0
 GY2267
 GY2267.Superseded values are not recommended for survey control.
 GY2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2267.See file dsdata.txt to determine how the superseded data were derived.
 GY2267
 GY2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB895273(NAD 83)
 GY2267_MARKER: DB = BENCH MARK DISK
 GY2267_SETTING: 66 = SET IN ROCK OUTCROP
 GY2267_SP_SET: BOULDER
 GY2267_STAMPING: A 174 1950 812.387
 GY2267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2267+STABILITY: POSITION/ELEVATION WELL
 GY2267
 GY2267  HISTORY     - Date     Condition        Report By
 GY2267  HISTORY     - 1950     MONUMENTED       CGS
 GY2267  HISTORY     - 1957     POOR             NGS
 GY2267
 GY2267                          STATION DESCRIPTION
 GY2267
 GY2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2267'0.8 MI E FROM CONFLUENCE.
 GY2267'ABOUT 0.8 MILE EAST ALONG A ROUGH ROAD FROM THE POST OFFICE AT
 GY2267'CONFLUENCE, ABOUT 0.65 MILE SOUTHWEST OF TRACE BRANCH SCHOOL,
 GY2267'ABOUT 175 YARDS NORTHEAST ALONG ROAD FROM ITS CROSSING WITH
 GY2267'GRASSY BRANCH, ABOUT 17 YARDS NORTHEAST OF THE TOP OF A SMALL
 GY2267'RISE IN ROAD, SET VERTICALLY IN THE VERTICAL SOUTHWEST FACE OF A
 GY2267'LARGE (25 BY 25 BY 8 FOOT) BOULDER, 14 FEET SOUTHEAST OF THE
 GY2267'CENTER LINE OF THE ROAD, 29 1/2 FEET SOUTHEAST AND ACROSS THE
 GY2267'ROAD FROM THE EAST CORNER OF A STORE BUILDING NOW USED AS A
 GY2267'HOUSE AND ABOUT 5 FEET ABOVE THE ROAD.
 GY2267
 GY2267                          STATION RECOVERY (1957)
 GY2267
 GY2267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2267'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2382 ***********************************************************************
 GY2382  DESIGNATION -  A 175
 GY2382  PID         -  GY2382
 GY2382  STATE/COUNTY-  KY/PERRY
 GY2382  USGS QUAD   -  HAZARD NORTH (1992)
 GY2382
 GY2382                         *CURRENT SURVEY CONTROL
 GY2382  ___________________________________________________________________
 GY2382* NAD 83(1986)-  37 21 01.     (N)    083 13 21.     (W)     SCALED    
 GY2382* NAVD 88     -       312.787  (meters)    1026.20   (feet)  ADJUSTED  
 GY2382  ___________________________________________________________________
 GY2382  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY2382  DYNAMIC HT  -         312.543 (meters)    1025.40  (feet)  COMP
 GY2382  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 GY2382
 GY2382  VERT ORDER  -  SECOND    CLASS 0
 GY2382
 GY2382.The horizontal coordinates were scaled from a topographic map and have
 GY2382.an estimated accuracy of +/- 6 seconds.
 GY2382
 GY2382.The orthometric height was determined by differential leveling
 GY2382.and adjusted by the National Geodetic Survey in June 1991..
 GY2382
 GY2382.The geoid height was determined by GEOID03.
 GY2382
 GY2382.The dynamic height is computed by dividing the NAVD 88
 GY2382.geopotential number by the normal gravity value computed on the
 GY2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2382.degrees latitude (g = 980.6199 gals.).
 GY2382
 GY2382.The modeled gravity was interpolated from observed gravity values.
 GY2382
 GY2382;                    North         East    Units  Estimated Accuracy
 GY2382;SPC KY1Z     - 1,115,900.    1,723,900.      MT  (+/- 180 meters Scaled)
 GY2382
 GY2382                          SUPERSEDED SURVEY CONTROL
 GY2382
 GY2382  NGVD 29 (??/??/92)  312.951  (m)         1026.74   (f) ADJ UNCH    2 0
 GY2382
 GY2382.Superseded values are not recommended for survey control.
 GY2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2382.See file dsdata.txt to determine how the superseded data were derived.
 GY2382
 GY2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB031360(NAD 83)
 GY2382_MARKER: DB = BENCH MARK DISK
 GY2382_SETTING: 66 = SET IN ROCK OUTCROP
 GY2382_SP_SET: BOULDER
 GY2382_STAMPING: A 175 1950 1026.740
 GY2382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2382+STABILITY: POSITION/ELEVATION WELL
 GY2382
 GY2382  HISTORY     - Date     Condition        Report By
 GY2382  HISTORY     - 1950     MONUMENTED       CGS
 GY2382  HISTORY     - 1956     GOOD             NGS
 GY2382
 GY2382                          STATION DESCRIPTION
 GY2382
 GY2382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2382'4 MI N FROM BLUE DIAMOND.
 GY2382'0.55 MILE NORTHEAST ALONG STATE HIGHWAY 267 FROM THE SCHOOL AT
 GY2382'BLUE DIAMOND, THENCE ABOUT 3.4 MILES NORTHWEST AND NORTH ALONG
 GY2382'A GRAVEL ROAD FOLLOWING SIXTEENMILE CREEK, ABOUT 1.1 MILES SOUTH
 GY2382'EAST OF JONES SCHOOL AND BRIDGE OVER LOST CREEK WHICH IS JUST
 GY2382'SOUTHEAST OF THE CONFLUENCE OF SIXTEENMILE CREEK AND LOST CREEK
 GY2382'AND THE POST OFFICE AT DICE, IN THE TOP OF THE SOUTHEAST EDGE
 GY2382'OF A HUGE BOULDER, 23 FEET NORTHEAST OF CENTER OF ROAD, 6 INCHES
 GY2382'NORTHWEST OF SOUTHEAST EDGE OF BOULDER, 8 FEET NORTHEAST OF
 GY2382'SOUTH CORNER OF BOULDER AND ABOUT 8 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0409 ***********************************************************************
 GZ0409  DESIGNATION -  A 176
 GZ0409  PID         -  GZ0409
 GZ0409  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0409  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0409
 GZ0409                         *CURRENT SURVEY CONTROL
 GZ0409  ___________________________________________________________________
 GZ0409* NAD 83(1986)-  37 18 18.     (N)    084 21 28.     (W)     SCALED    
 GZ0409* NAVD 88     -       307.847  (meters)    1009.99   (feet)  ADJUSTED  
 GZ0409  ___________________________________________________________________
 GZ0409  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GZ0409  DYNAMIC HT  -         307.616 (meters)    1009.24  (feet)  COMP
 GZ0409  MODELED GRAV-     979,869.9   (mgal)                       NAVD 88
 GZ0409
 GZ0409  VERT ORDER  -  SECOND    CLASS 0
 GZ0409
 GZ0409.The horizontal coordinates were scaled from a topographic map and have
 GZ0409.an estimated accuracy of +/- 6 seconds.
 GZ0409
 GZ0409.The orthometric height was determined by differential leveling
 GZ0409.and adjusted by the National Geodetic Survey in June 1991..
 GZ0409
 GZ0409.The geoid height was determined by GEOID03.
 GZ0409
 GZ0409.The dynamic height is computed by dividing the NAVD 88
 GZ0409.geopotential number by the normal gravity value computed on the
 GZ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0409.degrees latitude (g = 980.6199 gals.).
 GZ0409
 GZ0409.The modeled gravity was interpolated from observed gravity values.
 GZ0409
 GZ0409;                    North         East    Units  Estimated Accuracy
 GZ0409;SPC KY1Z     - 1,108,760.    1,623,420.      MT  (+/- 180 meters Scaled)
 GZ0409
 GZ0409                          SUPERSEDED SURVEY CONTROL
 GZ0409
 GZ0409  NGVD 29 (??/??/92)  308.016  (m)         1010.55   (f) ADJ UNCH    2 0
 GZ0409
 GZ0409.Superseded values are not recommended for survey control.
 GZ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0409.See file dsdata.txt to determine how the superseded data were derived.
 GZ0409
 GZ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG341319(NAD 83)
 GZ0409_MARKER: DB = BENCH MARK DISK
 GZ0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0409_SP_SET: CULVERT
 GZ0409_STAMPING: A 176 1950 1010.549
 GZ0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0409+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 GZ0409
 GZ0409  HISTORY     - Date     Condition        Report By
 GZ0409  HISTORY     - 1950     MONUMENTED       CGS
 GZ0409  HISTORY     - 1961     GOOD             NGS
 GZ0409  HISTORY     - 20050428 GOOD             KYTC
 GZ0409
 GZ0409                          STATION DESCRIPTION
 GZ0409
 GZ0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0409'0.5 MI N FROM SAND SPRINGS.
 GZ0409'ABOUT 0.5 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ0409'AT SAND SPRINGS, AT A DRIVE WAY TO A HOUSE, SET VERTICALLY IN
 GZ0409'THE WEST FACE OF A LIMESTONE OUTCROP PROJECTING OUT OF DRIVEWAY
 GZ0409'CUT, 36 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 28 FEET
 GZ0409'EAST AND ACROSS THE DRIVE FROM CENTER LINE OF ROAD, 31 FEET
 GZ0409'SOUTH AND ACROSS DRIVEWAY FROM THE SOUTH END OF THE EAST
 GZ0409'HEAD WALL OF A STONE CULVERT UNDER ROAD, 7 1/2 FEET SOUTHEAST OF
 GZ0409'THE CENTER LINE OF THE DRIVEWAY AND ABOUT 6 FEET ABOVE THE ROAD.
 GZ0409
 GZ0409                          STATION RECOVERY (1961)
 GZ0409
 GZ0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GZ0409'RECOVERED IN GOOD CONDITION.
 GZ0409
 GZ0409                          STATION RECOVERY (2005)
 GZ0409
 GZ0409'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0593 ***********************************************************************
 GD0593  DESIGNATION -  A 17.6 8
 GD0593  PID         -  GD0593
 GD0593  STATE/COUNTY-  KY/CARLISLE
 GD0593  USGS QUAD   -  WICKLIFFE (1983)
 GD0593
 GD0593                         *CURRENT SURVEY CONTROL
 GD0593  ___________________________________________________________________
 GD0593* NAD 83(1986)-  36 52 31.     (N)    089 00 48.     (W)     SCALED    
 GD0593* NAVD 88     -       107.541  (meters)     352.82   (feet)  ADJUSTED  
 GD0593  ___________________________________________________________________
 GD0593  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD0593  DYNAMIC HT  -         107.459 (meters)     352.56  (feet)  COMP
 GD0593  MODELED GRAV-     979,870.8   (mgal)                       NAVD 88
 GD0593
 GD0593  VERT ORDER  -  FIRST     CLASS II
 GD0593
 GD0593.The horizontal coordinates were scaled from a topographic map and have
 GD0593.an estimated accuracy of +/- 6 seconds.
 GD0593
 GD0593.The orthometric height was determined by differential leveling
 GD0593.and adjusted by the National Geodetic Survey in June 1991..
 GD0593
 GD0593.The geoid height was determined by GEOID03.
 GD0593
 GD0593.The dynamic height is computed by dividing the NAVD 88
 GD0593.geopotential number by the normal gravity value computed on the
 GD0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0593.degrees latitude (g = 980.6199 gals.).
 GD0593
 GD0593.The modeled gravity was interpolated from observed gravity values.
 GD0593
 GD0593;                    North         East    Units  Estimated Accuracy
 GD0593;SPC KY1Z     - 1,065,240.    1,209,090.      MT  (+/- 180 meters Scaled)
 GD0593
 GD0593                          SUPERSEDED SURVEY CONTROL
 GD0593
 GD0593  NGVD 29 (??/??/??)  107.434  (m)          352.47   (f) ADJUSTED    1 2
 GD0593
 GD0593.Superseded values are not recommended for survey control.
 GD0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0593.See file dsdata.txt to determine how the superseded data were derived.
 GD0593
 GD0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF205829(NAD 83)
 GD0593_MARKER: P = PIPE CAP
 GD0593_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0593_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0593_STAMPING: C 17.6-8
 GD0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0593
 GD0593  HISTORY     - Date     Condition        Report By
 GD0593  HISTORY     - UNK      MONUMENTED       DOD
 GD0593  HISTORY     - 1948     GOOD             CGS
 GD0593  HISTORY     - 1974     MARK NOT FOUND   DOD
 GD0593
 GD0593                          STATION DESCRIPTION
 GD0593
 GD0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0593'AT BARDWELL.
 GD0593'AT BARDWELL, ABOUT 0.2 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL
 GD0593'RAILROAD FROM THE STATION, ABOUT 0.1 MILE NORTHWEST OF MILE
 GD0593'POST C 378, AT A 70-FOOT RAILROAD TRESTLE, 66 FEET NORTHEAST OF
 GD0593'THE NORTHEAST RAIL OF THE NORTHEAST MAIN TRACK, 44 FEET NORTH
 GD0593'OF THE WEST CORNER OF A CATTLE LOADING PEN, 33 FEET SOUTHEAST
 GD0593'OF A TELEPHONE POLE AND ABOUT 5 FEET NORTHEAST OF BEING IN LINE
 GD0593'WITH THE ROW OF POLES, 51 FEET SOUTHWEST OF THE CENTER LINE OF
 GD0593'A STREET PARALLELING THE TRACKS, 16 FEET NORTH OF THE NORTH
 GD0593'CORNER OF A BRIDGE UNDER NEAR SIDE TRACK, 16 FEET NORTHEAST
 GD0593'OF THE NORTHEAST RAIL OF THE NEAR SIDE TRACK, ABOUT 4 YARDS
 GD0593'NORTHWEST OF THE PROLONGED CENTER LINE OF A GRAVEL STREET
 GD0593'NORTHEAST, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1.5
 GD0593'FEET BELOW THE TRACK AND PROJECTING 3 INCHES.  NOTE-- MARK
 GD0593'COULD BE COVERED OR TORN OUT, 70 FOOT TRESTLE GONE AND LARGE
 GD0593'CULVERT PUT IN, LOOKS AS AREA MAY HAVE HAD WORK DONE AT SOME
 GD0593'TIME.
 GD0593
 GD0593                          STATION RECOVERY (1974)
 GD0593
 GD0593'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 GD0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0991 ***********************************************************************
 GZ0991  DESIGNATION -  A 177
 GZ0991  PID         -  GZ0991
 GZ0991  STATE/COUNTY-  KY/LINCOLN
 GZ0991  USGS QUAD   -  CRAB ORCHARD (1952)
 GZ0991
 GZ0991                         *CURRENT SURVEY CONTROL
 GZ0991  ___________________________________________________________________
 GZ0991* NAD 83(1986)-  37 22 35.     (N)    084 30 08.     (W)     SCALED    
 GZ0991* NAVD 88     -       389.142  (meters)    1276.71   (feet)  ADJUSTED  
 GZ0991  ___________________________________________________________________
 GZ0991  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GZ0991  DYNAMIC HT  -         388.842 (meters)    1275.73  (feet)  COMP
 GZ0991  MODELED GRAV-     979,847.0   (mgal)                       NAVD 88
 GZ0991
 GZ0991  VERT ORDER  -  SECOND    CLASS 0
 GZ0991
 GZ0991.The horizontal coordinates were scaled from a topographic map and have
 GZ0991.an estimated accuracy of +/- 6 seconds.
 GZ0991
 GZ0991.The orthometric height was determined by differential leveling
 GZ0991.and adjusted by the National Geodetic Survey in June 1991..
 GZ0991
 GZ0991.The geoid height was determined by GEOID03.
 GZ0991
 GZ0991.The dynamic height is computed by dividing the NAVD 88
 GZ0991.geopotential number by the normal gravity value computed on the
 GZ0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0991.degrees latitude (g = 980.6199 gals.).
 GZ0991
 GZ0991.The modeled gravity was interpolated from observed gravity values.
 GZ0991
 GZ0991;                    North         East    Units  Estimated Accuracy
 GZ0991;SPC KY1Z     - 1,116,500.    1,610,510.      MT  (+/- 180 meters Scaled)
 GZ0991
 GZ0991                          SUPERSEDED SURVEY CONTROL
 GZ0991
 GZ0991  NGVD 29 (??/??/92)  389.288  (m)         1277.19   (f) ADJ UNCH    2 0
 GZ0991
 GZ0991.Superseded values are not recommended for survey control.
 GZ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0991.See file dsdata.txt to determine how the superseded data were derived.
 GZ0991
 GZ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG211395(NAD 83)
 GZ0991_MARKER: DB = BENCH MARK DISK
 GZ0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0991_STAMPING: A 177 1950 1277.189
 GZ0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0991+STABILITY: SURFACE MOTION
 GZ0991
 GZ0991  HISTORY     - Date     Condition        Report By
 GZ0991  HISTORY     - 1950     MONUMENTED       CGS
 GZ0991  HISTORY     - 1958     GOOD             NGS
 GZ0991
 GZ0991                          STATION DESCRIPTION
 GZ0991
 GZ0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0991'2.6 MI E FROM BROUGHTENTOWN.
 GZ0991'ABOUT 0.2 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GZ0991'BROUGHTENTOWN, THENCE ABOUT 1.9 MILES EAST ALONG A GRAVEL ROAD,
 GZ0991'THENCE ABOUT 0.55 MILE SOUTH ALONG A GRAVEL ROAD, AT THE JUNCTION
 GZ0991'OF A ROAD LEADING EAST, 132 FEET SOUTHEAST OF THE CENTER OF THE
 GZ0991'JUNCTION, 126 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST,
 GZ0991'86 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BECKAN-SIMPSON STORE,
 GZ0991'43 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 25
 GZ0991'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 9 FEET SOUTHWEST
 GZ0991'OF A WELL, 1 1/2 FEET NORTH OF A GARDEN FENCE, 1 1/2 FEET WEST
 GZ0991'OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD AND SET
 GZ0991'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GZ0991
 GZ0991                          STATION RECOVERY (1958)
 GZ0991
 GZ0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1007 ***********************************************************************
 GZ1007  DESIGNATION -  A 178
 GZ1007  PID         -  GZ1007
 GZ1007  STATE/COUNTY-  KY/PULASKI
 GZ1007  USGS QUAD   -  WOODSTOCK (1979)
 GZ1007
 GZ1007                         *CURRENT SURVEY CONTROL
 GZ1007  ___________________________________________________________________
 GZ1007* NAD 83(1986)-  37 15 46.     (N)    084 31 52.     (W)     SCALED    
 GZ1007* NAVD 88     -       310.233  (meters)    1017.82   (feet)  ADJUSTED  
 GZ1007  ___________________________________________________________________
 GZ1007  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GZ1007  DYNAMIC HT  -         309.997 (meters)    1017.05  (feet)  COMP
 GZ1007  MODELED GRAV-     979,859.4   (mgal)                       NAVD 88
 GZ1007
 GZ1007  VERT ORDER  -  SECOND    CLASS 0
 GZ1007
 GZ1007.The horizontal coordinates were scaled from a topographic map and have
 GZ1007.an estimated accuracy of +/- 6 seconds.
 GZ1007
 GZ1007.The orthometric height was determined by differential leveling
 GZ1007.and adjusted by the National Geodetic Survey in June 1991..
 GZ1007
 GZ1007.The geoid height was determined by GEOID03.
 GZ1007
 GZ1007.The dynamic height is computed by dividing the NAVD 88
 GZ1007.geopotential number by the normal gravity value computed on the
 GZ1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1007.degrees latitude (g = 980.6199 gals.).
 GZ1007
 GZ1007.The modeled gravity was interpolated from observed gravity values.
 GZ1007
 GZ1007;                    North         East    Units  Estimated Accuracy
 GZ1007;SPC KY1Z     - 1,103,860.    1,608,110.      MT  (+/- 180 meters Scaled)
 GZ1007
 GZ1007                          SUPERSEDED SURVEY CONTROL
 GZ1007
 GZ1007  NGVD 29 (??/??/92)  310.389  (m)         1018.33   (f) ADJ UNCH    2 0
 GZ1007
 GZ1007.Superseded values are not recommended for survey control.
 GZ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1007.See file dsdata.txt to determine how the superseded data were derived.
 GZ1007
 GZ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG189268(NAD 83)
 GZ1007_MARKER: DB = BENCH MARK DISK
 GZ1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1007_STAMPING: A 178 1950 1018.335
 GZ1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1007+STABILITY: SURFACE MOTION
 GZ1007
 GZ1007  HISTORY     - Date     Condition        Report By
 GZ1007  HISTORY     - 1950     MONUMENTED       CGS
 GZ1007  HISTORY     - 1958     GOOD             NGS
 GZ1007  HISTORY     - 1984     GOOD             KYDT
 GZ1007
 GZ1007                          STATION DESCRIPTION
 GZ1007
 GZ1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1007'0.8 MI W FROM WOODSTOCK.
 GZ1007'ABOUT 0.8 MILE WEST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 GZ1007'WOODSTOCK, ABOUT 0.65 MILE WEST OF A CEMETERY, ABOUT 0.8 MILE
 GZ1007'EAST OF THE JUNCTION OF A ROAD NORTHWEST, ABOUT 0.75 MILE
 GZ1007'EAST OF PENCE SCHOOL BUILDING, AT THE RESIDENCE OF SHELVA
 GZ1007'ANDERSON, 116 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 GZ1007'68 FEET NORTH OF A 40-INCH OAK TREE, 42 FEET SOUTH OF THE CENTER
 GZ1007'LINE OF THE ROAD, 31 FEET WEST OF THE CENTER LINE OF A DRIVE,
 GZ1007'30 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE
 GZ1007'SOUTH, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ1007'3 1/2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1007'PROJECTING 3 INCHES.
 GZ1007
 GZ1007                          STATION RECOVERY (1958)
 GZ1007
 GZ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1007'RECOVERED IN GOOD CONDITION.
 GZ1007
 GZ1007                          STATION RECOVERY (1984)
 GZ1007
 GZ1007'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0401 ***********************************************************************
 GZ0401  DESIGNATION -  A 179
 GZ0401  PID         -  GZ0401
 GZ0401  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0401  USGS QUAD   -  BILLOWS (1987)
 GZ0401
 GZ0401                         *CURRENT SURVEY CONTROL
 GZ0401  ___________________________________________________________________
 GZ0401* NAD 83(1986)-  37 13 38.     (N)    084 21 08.     (W)     SCALED    
 GZ0401* NAVD 88     -       404.440  (meters)    1326.90   (feet)  ADJUSTED  
 GZ0401  ___________________________________________________________________
 GZ0401  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 GZ0401  DYNAMIC HT  -         404.133 (meters)    1325.89  (feet)  COMP
 GZ0401  MODELED GRAV-     979,859.5   (mgal)                       NAVD 88
 GZ0401
 GZ0401  VERT ORDER  -  SECOND    CLASS 0
 GZ0401
 GZ0401.The horizontal coordinates were scaled from a topographic map and have
 GZ0401.an estimated accuracy of +/- 6 seconds.
 GZ0401
 GZ0401.The orthometric height was determined by differential leveling
 GZ0401.and adjusted by the National Geodetic Survey in June 1991..
 GZ0401
 GZ0401.The geoid height was determined by GEOID03.
 GZ0401
 GZ0401.The dynamic height is computed by dividing the NAVD 88
 GZ0401.geopotential number by the normal gravity value computed on the
 GZ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0401.degrees latitude (g = 980.6199 gals.).
 GZ0401
 GZ0401.The modeled gravity was interpolated from observed gravity values.
 GZ0401
 GZ0401;                    North         East    Units  Estimated Accuracy
 GZ0401;SPC KY1Z     - 1,100,140.    1,624,040.      MT  (+/- 180 meters Scaled)
 GZ0401
 GZ0401                          SUPERSEDED SURVEY CONTROL
 GZ0401
 GZ0401  NGVD 29 (??/??/92)  404.605  (m)         1327.44   (f) ADJ UNCH    2 0
 GZ0401
 GZ0401.Superseded values are not recommended for survey control.
 GZ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0401.See file dsdata.txt to determine how the superseded data were derived.
 GZ0401
 GZ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG349233(NAD 83)
 GZ0401_MARKER: DB = BENCH MARK DISK
 GZ0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0401_STAMPING: A 179 1950 1327.442
 GZ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0401+STABILITY: SURFACE MOTION
 GZ0401
 GZ0401  HISTORY     - Date     Condition        Report By
 GZ0401  HISTORY     - 1950     MONUMENTED       CGS
 GZ0401  HISTORY     - 1958     GOOD             NGS
 GZ0401
 GZ0401                          STATION DESCRIPTION
 GZ0401
 GZ0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0401'2 MI W FROM PONGO.
 GZ0401'ABOUT 2.0 MILES WEST ALONG A POOR ROAD FROM THE ROAD JUNCTION AT
 GZ0401'PONGO, ABOUT 0.75 MILE SOUTHEAST OF A SMALL SCHOOL BUILDING,
 GZ0401'ABOUT 0.55 MILE SOUTHEAST OF THE JUNCTION OF A ROAD SOUTH,
 GZ0401'58 FEET SOUTH OF THE CENTER OF THE JUNCTION OF ROAD AND AN OLD
 GZ0401'ROAD BED 71 FEET WEST AND ACROSS ROADS FROM AN 8-INCH TWIN
 GZ0401'APPLE TREE, 37 FEET WEST OF THE CENTER LINE OF ROAD, 16 FEET
 GZ0401'WEST OF CENTER LINE OF OLD ROAD BED, 1 1/2 FEET NORTHEAST OF A
 GZ0401'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE ROAD AND
 GZ0401'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0401
 GZ0401                          STATION RECOVERY (1958)
 GZ0401
 GZ0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0418 ***********************************************************************
 GD0418  DESIGNATION -  A 18
 GD0418  PID         -  GD0418
 GD0418  STATE/COUNTY-  KY/MCCRACKEN
 GD0418  USGS QUAD   -  SYMSONIA (1982)
 GD0418
 GD0418                         *CURRENT SURVEY CONTROL
 GD0418  ___________________________________________________________________
 GD0418* NAD 83(1986)-  36 58 20.     (N)    088 36 42.     (W)     SCALED    
 GD0418* NAVD 88     -       111.758  (meters)     366.66   (feet)  ADJUSTED  
 GD0418  ___________________________________________________________________
 GD0418  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD0418  DYNAMIC HT  -         111.673 (meters)     366.38  (feet)  COMP
 GD0418  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 GD0418
 GD0418  VERT ORDER  -  SECOND    CLASS 0
 GD0418
 GD0418.The horizontal coordinates were scaled from a topographic map and have
 GD0418.an estimated accuracy of +/- 6 seconds.
 GD0418
 GD0418.The orthometric height was determined by differential leveling
 GD0418.and adjusted by the National Geodetic Survey in June 1991..
 GD0418
 GD0418.The geoid height was determined by GEOID03.
 GD0418
 GD0418.The dynamic height is computed by dividing the NAVD 88
 GD0418.geopotential number by the normal gravity value computed on the
 GD0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0418.degrees latitude (g = 980.6199 gals.).
 GD0418
 GD0418.The modeled gravity was interpolated from observed gravity values.
 GD0418
 GD0418;                    North         East    Units  Estimated Accuracy
 GD0418;SPC KY1Z     - 1,074,820.    1,245,220.      MT  (+/- 180 meters Scaled)
 GD0418
 GD0418                          SUPERSEDED SURVEY CONTROL
 GD0418
 GD0418  NGVD 29 (??/??/??)  111.768  (m)          366.69   (f) ADJUSTED    2 0
 GD0418
 GD0418.Superseded values are not recommended for survey control.
 GD0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0418.See file dsdata.txt to determine how the superseded data were derived.
 GD0418
 GD0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF565930(NAD 83)
 GD0418_MARKER: DB = BENCH MARK DISK
 GD0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0418_STAMPING: A 18 1933
 GD0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0418+STABILITY: SURFACE MOTION
 GD0418
 GD0418  HISTORY     - Date     Condition        Report By
 GD0418  HISTORY     - 1933     MONUMENTED       CGS
 GD0418  HISTORY     - 1951     GOOD             CGS
 GD0418  HISTORY     - 1972     GOOD             NGS
 GD0418  HISTORY     - 20020819 MARK NOT FOUND   USACE
 GD0418  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 GD0418
 GD0418                          STATION DESCRIPTION
 GD0418
 GD0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GD0418'6 MI N FROM BOAZ.
 GD0418'IN MC CRACKEN COUNTY, ABOUT 6 MILES NORTH ALONG THE ILLINOIS
 GD0418'CENTRAL RAILROAD FROM BOAZ, GRAVES COUNTY, ABOUT 1/4 MILE NORTH
 GD0418'OF MILEPOST 232, AT A BLACK-TOP ROAD CROSSING, 45 FEET SOUTHWEST
 GD0418'OF THE CENTERLINE OF THE ROAD, 45 FEET SOUTHEAST OF THE CENTERLINE
 GD0418'OF THE TRACK, AND 1 FOOT NORTH OF A TELEPHONE-POLE GUY WIRE.
 GD0418'A STANDARD DISK, STAMPED A 18 1933 AND SET IN THE TOP OF A
 GD0418'CONCRETE POST.  STATION IS 23.00 FEET S 60 W OF POWER POLE,
 GD0418'46.90 S 60 E OF CENTERLINE RAILROAD TRACK, 46.30 S 55 W OF
 GD0418'CENTER LINE BLACKTOP ROAD NO. 994, 94.50 S 50 W OF NW CORNER OF
 GD0418'PORCH (PILLOW) OF WHITE FRAME HOUSE.  POST AND SIGN SET.
 GD0418
 GD0418                          STATION RECOVERY (1972)
 GD0418
 GD0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0418'RECOVERED IN GOOD CONDITION.
 GD0418
 GD0418                          STATION RECOVERY (2002)
 GD0418
 GD0418'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0418'MONUMENT PROBABLY STILL EXISTS. LARGE PILE OF DEBRIS PILED ON TOP OF
 GD0418'AREA AT MARK SITE.
 GD0418
 GD0418                          STATION RECOVERY (2003)
 GD0418
 GD0418'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 GD0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0233 ***********************************************************************
 GZ0233  DESIGNATION -  A 180
 GZ0233  PID         -  GZ0233
 GZ0233  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0233  USGS QUAD   -  LIVINGSTON (1969)
 GZ0233
 GZ0233                         *CURRENT SURVEY CONTROL
 GZ0233  ___________________________________________________________________
 GZ0233* NAD 83(1986)-  37 17 38.     (N)    084 13 53.     (W)     SCALED    
 GZ0233* NAVD 88     -       291.358  (meters)     955.90   (feet)  ADJUSTED  
 GZ0233  ___________________________________________________________________
 GZ0233  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GZ0233  DYNAMIC HT  -         291.138 (meters)     955.18  (feet)  COMP
 GZ0233  MODELED GRAV-     979,867.1   (mgal)                       NAVD 88
 GZ0233
 GZ0233  VERT ORDER  -  SECOND    CLASS 0
 GZ0233
 GZ0233.The horizontal coordinates were scaled from a topographic map and have
 GZ0233.an estimated accuracy of +/- 6 seconds.
 GZ0233
 GZ0233.The orthometric height was determined by differential leveling
 GZ0233.and adjusted by the National Geodetic Survey in June 1991..
 GZ0233
 GZ0233.The geoid height was determined by GEOID03.
 GZ0233
 GZ0233.The dynamic height is computed by dividing the NAVD 88
 GZ0233.geopotential number by the normal gravity value computed on the
 GZ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0233.degrees latitude (g = 980.6199 gals.).
 GZ0233
 GZ0233.The modeled gravity was interpolated from observed gravity values.
 GZ0233
 GZ0233;                    North         East    Units  Estimated Accuracy
 GZ0233;SPC KY1Z     - 1,107,700.    1,634,640.      MT  (+/- 180 meters Scaled)
 GZ0233
 GZ0233                          SUPERSEDED SURVEY CONTROL
 GZ0233
 GZ0233  NGVD 29 (??/??/92)  291.519  (m)          956.43   (f) ADJ UNCH    2 0
 GZ0233
 GZ0233.Superseded values are not recommended for survey control.
 GZ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0233.See file dsdata.txt to determine how the superseded data were derived.
 GZ0233
 GZ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG454310(NAD 83)
 GZ0233_MARKER: DB = BENCH MARK DISK
 GZ0233_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0233_SP_SET: ROCK OUTCROP
 GZ0233_STAMPING: A 180 1950 956.425
 GZ0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0233+STABILITY: POSITION/ELEVATION WELL
 GZ0233
 GZ0233  HISTORY     - Date     Condition        Report By
 GZ0233  HISTORY     - 1950     MONUMENTED       CGS
 GZ0233  HISTORY     - 1958     GOOD             NGS
 GZ0233
 GZ0233                          STATION DESCRIPTION
 GZ0233
 GZ0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0233'1.1 MI SW FROM LIVINGSTON.
 GZ0233'ABOUT 0.5 MILE SOUTH ALONG THE NEW ROUTE OF U.S. HIGHWAY 25 FROM
 GZ0233'THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT LIVINGSTON,
 GZ0233'THENCE ABOUT 0.6 MILE SOUTHWEST ALONG A DIRT ROAD, NEAR THE
 GZ0233'BOTTOM OF A LONG STEEP HILL DECENDING NORTHEAST, SET IN THE
 GZ0233'TOP OF AN OUTCROP OF SANDSTONE IN A CREEK BED, 47 FEET NORTH OF
 GZ0233'THE NORTHEAST CORNER OF HOUSE OWNED BY JIM WHITTAKER, 36 FEET
 GZ0233'NORTH OF THE NORTH FACE OF PORCH, 15 FEET SOUTH OF THE CENTER
 GZ0233'LINE OF THE ROAD, 7 FEET NORTHEAST OF THE EASTERLY ONE OF TWO
 GZ0233'SMALL POPLAR TREES, ABOUT 6 FEET SOUTH OF THE CENTER OF SMALL
 GZ0233'CREEK BED, AND ABOUT 1 1/2 FEET BELOW THE ROAD.
 GZ0233
 GZ0233                          STATION RECOVERY (1958)
 GZ0233
 GZ0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0386 ***********************************************************************
 GZ0386  DESIGNATION -  A 181
 GZ0386  PID         -  GZ0386
 GZ0386  STATE/COUNTY-  KY/LAUREL
 GZ0386  USGS QUAD   -  BERNSTADT (1969)
 GZ0386
 GZ0386                         *CURRENT SURVEY CONTROL
 GZ0386  ___________________________________________________________________
 GZ0386* NAD 83(1986)-  37 09 40.     (N)    084 11 31.     (W)     SCALED    
 GZ0386* NAVD 88     -       390.393  (meters)    1280.81   (feet)  ADJUSTED  
 GZ0386  ___________________________________________________________________
 GZ0386  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 GZ0386  DYNAMIC HT  -         390.092 (meters)    1279.83  (feet)  COMP
 GZ0386  MODELED GRAV-     979,848.1   (mgal)                       NAVD 88
 GZ0386
 GZ0386  VERT ORDER  -  SECOND    CLASS 0
 GZ0386
 GZ0386.The horizontal coordinates were scaled from a topographic map and have
 GZ0386.an estimated accuracy of +/- 6 seconds.
 GZ0386
 GZ0386.The orthometric height was determined by differential leveling
 GZ0386.and adjusted by the National Geodetic Survey in June 1991..
 GZ0386
 GZ0386.The geoid height was determined by GEOID03.
 GZ0386
 GZ0386.The dynamic height is computed by dividing the NAVD 88
 GZ0386.geopotential number by the normal gravity value computed on the
 GZ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0386.degrees latitude (g = 980.6199 gals.).
 GZ0386
 GZ0386.The modeled gravity was interpolated from observed gravity values.
 GZ0386
 GZ0386;                    North         East    Units  Estimated Accuracy
 GZ0386;SPC KY1Z     - 1,093,030.    1,638,380.      MT  (+/- 180 meters Scaled)
 GZ0386
 GZ0386                          SUPERSEDED SURVEY CONTROL
 GZ0386
 GZ0386  NGVD 29 (??/??/92)  390.552  (m)         1281.34   (f) ADJ UNCH    2 0
 GZ0386
 GZ0386.Superseded values are not recommended for survey control.
 GZ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0386.See file dsdata.txt to determine how the superseded data were derived.
 GZ0386
 GZ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG493164(NAD 83)
 GZ0386_MARKER: DB = BENCH MARK DISK
 GZ0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0386_STAMPING: A 181 1950 1281.336
 GZ0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0386+STABILITY: SURFACE MOTION
 GZ0386
 GZ0386  HISTORY     - Date     Condition        Report By
 GZ0386  HISTORY     - 1950     MONUMENTED       CGS
 GZ0386  HISTORY     - 1958     GOOD             NGS
 GZ0386
 GZ0386                          STATION DESCRIPTION
 GZ0386
 GZ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0386'0.4 MI N FROM BERNSTADT.
 GZ0386'ABOUT 0.35 MILE NORTH ALONG A ROAD FROM SWISS COLONY BAPTIST
 GZ0386'CHURCH AT BERNSTADT, ABOUT 0.4 MILE NORTH OF THE JUNCTION OF
 GZ0386'STATE HIGHWAY 80, ABOUT 0.5 MILE SOUTH OF THE JUNCTION OF A
 GZ0386'ROAD NORTH, AT THE RESIDENCE OF OSCAR BOWLING, 57 FEET SOUTHWEST
 GZ0386'OF THE SOUTHWEST CORNER OF THE HOUSE, 36 1/2 FEET EAST OF THE
 GZ0386'CENTER LINE OF THE ROAD, 1 1/2 FEET WEST OF A WHITE WOODEN
 GZ0386'WITNESS POST, ABOUT 2 FEET BELOW THE ROAD AND SET IN THE TOP
 GZ0386'OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0386
 GZ0386                          STATION RECOVERY (1958)
 GZ0386
 GZ0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0291 ***********************************************************************
 GZ0291  DESIGNATION -  A 182
 GZ0291  PID         -  GZ0291
 GZ0291  STATE/COUNTY-  KY/LAUREL
 GZ0291  USGS QUAD   -  PARROT (1976)
 GZ0291
 GZ0291                         *CURRENT SURVEY CONTROL
 GZ0291  ___________________________________________________________________
 GZ0291* NAD 83(1986)-  37 15 17.     (N)    084 05 44.     (W)     SCALED    
 GZ0291* NAVD 88     -       363.981  (meters)    1194.16   (feet)  ADJUSTED  
 GZ0291  ___________________________________________________________________
 GZ0291  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GZ0291  DYNAMIC HT  -         363.698 (meters)    1193.23  (feet)  COMP
 GZ0291  MODELED GRAV-     979,843.7   (mgal)                       NAVD 88
 GZ0291
 GZ0291  VERT ORDER  -  SECOND    CLASS 0
 GZ0291
 GZ0291.The horizontal coordinates were scaled from a topographic map and have
 GZ0291.an estimated accuracy of +/- 6 seconds.
 GZ0291
 GZ0291.The orthometric height was determined by differential leveling
 GZ0291.and adjusted by the National Geodetic Survey in June 1991..
 GZ0291
 GZ0291.The geoid height was determined by GEOID03.
 GZ0291
 GZ0291.The dynamic height is computed by dividing the NAVD 88
 GZ0291.geopotential number by the normal gravity value computed on the
 GZ0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0291.degrees latitude (g = 980.6199 gals.).
 GZ0291
 GZ0291.The modeled gravity was interpolated from observed gravity values.
 GZ0291
 GZ0291;                    North         East    Units  Estimated Accuracy
 GZ0291;SPC KY1Z     - 1,103,560.    1,646,760.      MT  (+/- 180 meters Scaled)
 GZ0291
 GZ0291                          SUPERSEDED SURVEY CONTROL
 GZ0291
 GZ0291  NGVD 29 (??/??/92)  364.139  (m)         1194.68   (f) ADJ UNCH    2 0
 GZ0291
 GZ0291.Superseded values are not recommended for survey control.
 GZ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0291.See file dsdata.txt to determine how the superseded data were derived.
 GZ0291
 GZ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG575270(NAD 83)
 GZ0291_MARKER: DB = BENCH MARK DISK
 GZ0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0291_STAMPING: A 182 1950 1194.679
 GZ0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0291+STABILITY: SURFACE MOTION
 GZ0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0291+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 GZ0291
 GZ0291  HISTORY     - Date     Condition        Report By
 GZ0291  HISTORY     - 1950     MONUMENTED       CGS
 GZ0291  HISTORY     - 1957     GOOD             NGS
 GZ0291  HISTORY     - 20050425 GOOD             KYTC
 GZ0291
 GZ0291                          STATION DESCRIPTION
 GZ0291
 GZ0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ0291'AT VICTORY.
 GZ0291'AT VICTORY, ALONG STATE HIGHWAY 490, 0.15 MILE SOUTH OF THE
 GZ0291'POST OFFICE, AT THE SITE WHERE THE NELSON RURAL SCHOOL BUILDING
 GZ0291'ONCE STOOD, 302 FEET NORTH OF THE CENTER OF THE JUNCTION OF A
 GZ0291'GRAVEL ROAD SOUTHEAST, 51 FEET SOUTHEAST OF THE SOUTH ONE OF
 GZ0291'TWO 20-INCH OAK TREES, 36 FEET WEST OF A 14-INCH OAK, 10 FEET
 GZ0291'WEST OF AN 18-INCH OAK, 48 FEET EAST OF THE CENTER LINE OF
 GZ0291'HIGHWAY, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ0291'1 FOOT ABOVE THE LEVEL OF HIGHWAY.
 GZ0291
 GZ0291                          STATION RECOVERY (2005)
 GZ0291
 GZ0291'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2641 ***********************************************************************
 GY2641  DESIGNATION -  A 183
 GY2641  PID         -  GY2641
 GY2641  STATE/COUNTY-  KY/LAUREL
 GY2641  USGS QUAD   -  PORTERSBURG (1979)
 GY2641
 GY2641                         *CURRENT SURVEY CONTROL
 GY2641  ___________________________________________________________________
 GY2641* NAD 83(1986)-  37 12 00.     (N)    083 56 57.     (W)     SCALED    
 GY2641* NAVD 88     -       314.080  (meters)    1030.44   (feet)  ADJUSTED  
 GY2641  ___________________________________________________________________
 GY2641  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GY2641  DYNAMIC HT  -         313.830 (meters)    1029.62  (feet)  COMP
 GY2641  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 GY2641
 GY2641  VERT ORDER  -  SECOND    CLASS 0
 GY2641
 GY2641.The horizontal coordinates were scaled from a topographic map and have
 GY2641.an estimated accuracy of +/- 6 seconds.
 GY2641
 GY2641.The orthometric height was determined by differential leveling
 GY2641.and adjusted by the National Geodetic Survey in June 1991..
 GY2641
 GY2641.The geoid height was determined by GEOID03.
 GY2641
 GY2641.The dynamic height is computed by dividing the NAVD 88
 GY2641.geopotential number by the normal gravity value computed on the
 GY2641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2641.degrees latitude (g = 980.6199 gals.).
 GY2641
 GY2641.The modeled gravity was interpolated from observed gravity values.
 GY2641
 GY2641;                    North         East    Units  Estimated Accuracy
 GY2641;SPC KY1Z     - 1,097,730.    1,659,860.      MT  (+/- 180 meters Scaled)
 GY2641
 GY2641                          SUPERSEDED SURVEY CONTROL
 GY2641
 GY2641  NGVD 29 (??/??/92)  314.233  (m)         1030.95   (f) ADJ UNCH    2 0
 GY2641
 GY2641.Superseded values are not recommended for survey control.
 GY2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2641.See file dsdata.txt to determine how the superseded data were derived.
 GY2641
 GY2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB382211(NAD 83)
 GY2641_MARKER: DB = BENCH MARK DISK
 GY2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2641_STAMPING: A 183 1950 1030.946
 GY2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2641+STABILITY: SURFACE MOTION
 GY2641
 GY2641  HISTORY     - Date     Condition        Report By
 GY2641  HISTORY     - 1950     MONUMENTED       CGS
 GY2641  HISTORY     - 1957     GOOD             NGS
 GY2641
 GY2641                          STATION DESCRIPTION
 GY2641
 GY2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2641'1.6 MI NE FROM LANGNAU.
 GY2641'ABOUT 1.55 MILES NORTHEAST ALONG STATE HIGHWAY 472 FROM THE
 GY2641'POST OFFICE AT LANGNAU, ABOUT 0.45 MILE NORTHEAST OF POST OFFICE
 GY2641'AT CRAWFORD (LOCATED IN TWO-STORY HOUSE), ABOUT 0.35 MILE
 GY2641'SOUTHWEST OF BRIDGE OVER ROCKCASTLE RIVER AND JUNCTION OF STATE
 GY2641'HIGHWAY 585 LEADING NORTH, 109 FEET NORTHEAST OF A POWER POLE,
 GY2641'27 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET
 GY2641'EAST OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL OF THE
 GY2641'NORTHEAST ONE OF TWO 18-INCH PIPE CULVERTS ABOUT 70 YARDS APART,
 GY2641'1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 GY2641'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2641'4 INCHES.
 GY2641
 GY2641                          STATION RECOVERY (1957)
 GY2641
 GY2641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0302 ***********************************************************************
 GZ0302  DESIGNATION -  A 184
 GZ0302  PID         -  GZ0302
 GZ0302  STATE/COUNTY-  KY/JACKSON
 GZ0302  USGS QUAD   -  PARROT (1976)
 GZ0302
 GZ0302                         *CURRENT SURVEY CONTROL
 GZ0302  ___________________________________________________________________
 GZ0302* NAD 83(1986)-  37 19 09.     (N)    084 03 25.     (W)     SCALED    
 GZ0302* NAVD 88     -       390.003  (meters)    1279.53   (feet)  ADJUSTED  
 GZ0302  ___________________________________________________________________
 GZ0302  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GZ0302  DYNAMIC HT  -         389.695 (meters)    1278.52  (feet)  COMP
 GZ0302  MODELED GRAV-     979,827.2   (mgal)                       NAVD 88
 GZ0302
 GZ0302  VERT ORDER  -  SECOND    CLASS 0
 GZ0302
 GZ0302.The horizontal coordinates were scaled from a topographic map and have
 GZ0302.an estimated accuracy of +/- 6 seconds.
 GZ0302
 GZ0302.The orthometric height was determined by differential leveling
 GZ0302.and adjusted by the National Geodetic Survey in June 1991..
 GZ0302
 GZ0302.The geoid height was determined by GEOID03.
 GZ0302
 GZ0302.The dynamic height is computed by dividing the NAVD 88
 GZ0302.geopotential number by the normal gravity value computed on the
 GZ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0302.degrees latitude (g = 980.6199 gals.).
 GZ0302
 GZ0302.The modeled gravity was interpolated from observed gravity values.
 GZ0302
 GZ0302;                    North         East    Units  Estimated Accuracy
 GZ0302;SPC KY1Z     - 1,110,770.    1,650,050.      MT  (+/- 180 meters Scaled)
 GZ0302
 GZ0302                          SUPERSEDED SURVEY CONTROL
 GZ0302
 GZ0302  NGVD 29 (??/??/92)  390.158  (m)         1280.04   (f) ADJ UNCH    2 0
 GZ0302
 GZ0302.Superseded values are not recommended for survey control.
 GZ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0302.See file dsdata.txt to determine how the superseded data were derived.
 GZ0302
 GZ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG607343(NAD 83)
 GZ0302_MARKER: DB = BENCH MARK DISK
 GZ0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0302_STAMPING: A 184 1950 1280.043
 GZ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0302+STABILITY: SURFACE MOTION
 GZ0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0302+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 GZ0302
 GZ0302  HISTORY     - Date     Condition        Report By
 GZ0302  HISTORY     - 1950     MONUMENTED       CGS
 GZ0302  HISTORY     - 1957     GOOD             NGS
 GZ0302  HISTORY     - 20050425 GOOD             KYTC
 GZ0302
 GZ0302                          STATION DESCRIPTION
 GZ0302
 GZ0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0302'AT PARROT.
 GZ0302'AT PARROTT, ABOUT 0.1 MILE EAST OF ROAD JUNCTION, 237 1/2
 GZ0302'FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOL, 46 FEET NORTHEAST
 GZ0302'OF THE NORTHEAST CORNER OF LETTER BOX BAPTIST CHURCH, 26 1/2
 GZ0302'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 9 FEET SOUTH OF A
 GZ0302'FENCE CORNER, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET NORTH
 GZ0302'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE ROAD
 GZ0302'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0302
 GZ0302                          STATION RECOVERY (1957)
 GZ0302
 GZ0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0302'RECOVERED IN GOOD CONDITION.
 GZ0302
 GZ0302                          STATION RECOVERY (2005)
 GZ0302
 GZ0302'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0302'MARK IS ABOUT 80 YARDS EAST OF THE NORTHEAST CORNER OF CHURCH, ABOUT
 GZ0302'54 YARDS EAST-SOUTHEAST AND ACROSS ROAD FROM A POWER POLE WITH THREE
 GZ0302'TRANSFORMERS, FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2628 ***********************************************************************
 GY2628  DESIGNATION -  A 186
 GY2628  PID         -  GY2628
 GY2628  STATE/COUNTY-  KY/JACKSON
 GY2628  USGS QUAD   -  TYNER (1976)
 GY2628
 GY2628                         *CURRENT SURVEY CONTROL
 GY2628  ___________________________________________________________________
 GY2628* NAD 83(1986)-  37 15 48.     (N)    083 56 33.     (W)     SCALED    
 GY2628* NAVD 88     -       315.623  (meters)    1035.51   (feet)  ADJUSTED  
 GY2628  ___________________________________________________________________
 GY2628  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GY2628  DYNAMIC HT  -         315.371 (meters)    1034.68  (feet)  COMP
 GY2628  MODELED GRAV-     979,823.7   (mgal)                       NAVD 88
 GY2628
 GY2628  VERT ORDER  -  SECOND    CLASS 0
 GY2628
 GY2628.The horizontal coordinates were scaled from a topographic map and have
 GY2628.an estimated accuracy of +/- 6 seconds.
 GY2628
 GY2628.The orthometric height was determined by differential leveling
 GY2628.and adjusted by the National Geodetic Survey in June 1991..
 GY2628
 GY2628.The geoid height was determined by GEOID03.
 GY2628
 GY2628.The dynamic height is computed by dividing the NAVD 88
 GY2628.geopotential number by the normal gravity value computed on the
 GY2628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2628.degrees latitude (g = 980.6199 gals.).
 GY2628
 GY2628.The modeled gravity was interpolated from observed gravity values.
 GY2628
 GY2628;                    North         East    Units  Estimated Accuracy
 GY2628;SPC KY1Z     - 1,104,770.    1,660,320.      MT  (+/- 180 meters Scaled)
 GY2628
 GY2628                          SUPERSEDED SURVEY CONTROL
 GY2628
 GY2628  NGVD 29 (??/??/92)  315.774  (m)         1036.00   (f) ADJ UNCH    2 0
 GY2628
 GY2628.Superseded values are not recommended for survey control.
 GY2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2628.See file dsdata.txt to determine how the superseded data were derived.
 GY2628
 GY2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB390281(NAD 83)
 GY2628_MARKER: DB = BENCH MARK DISK
 GY2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2628_STAMPING: A 185 1950 1036.002
 GY2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2628+STABILITY: SURFACE MOTION
 GY2628
 GY2628  HISTORY     - Date     Condition        Report By
 GY2628  HISTORY     - 1950     MONUMENTED       CGS
 GY2628  HISTORY     - 1957     GOOD             NGS
 GY2628
 GY2628                          STATION DESCRIPTION
 GY2628
 GY2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2628'4.4 MI NW FROM BENGE.
 GY2628'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 472 FROM THE POST OFFICE
 GY2628'AT BENGE, THENCE ABOUT 2.2 MILES NORTH ALONG A GRAVEL ROAD, THENCE
 GY2628'ABOUT 1.75 MILE WEST AND NORTHWEST ALONG A GRAVEL ROAD, ABOUT 0.25
 GY2628'MILE NORTHWEST OF THE JUNCTION OF A GRAVEL ROAD SOUTH AND CURVE
 GY2628'IN MAIN ROAD WITH TANGENTS EAST AND NORTHWEST, AT POST OFFICE
 GY2628'AND STORE AT ROYRADER, 149 FEET SOUTHEAST OF THE CENTER OF THE
 GY2628'JUNCTION OF ROAD AND DRIVE WEST TO A HOUSE, 53 FEET SOUTH AND
 GY2628'ACROSS ROAD FROM AN 18-INCH OAK TREE, 27 FEET SOUTHWEST OF THE
 GY2628'CENTER LINE OF THE ROAD, 3 FEET SOUTHEAST OF THE EAST CORNER OF
 GY2628'STORE AND POST OFFICE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN
 GY2628'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE ROAD AND SET IN THE
 GY2628'TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK MAY BE
 GY2628'REACHED FROM ANNVILLE INSTITUTE AT ANNVILLE BY GOING ABOUT 0.5
 GY2628'MILE NORTHEAST ALONG STATE HIGHWAY 30, THENCE ABOUT 4.65 MILES
 GY2628'SOUTHEAST ALONG A GRAVEL ROAD.
 GY2628
 GY2628                          STATION RECOVERY (1957)
 GY2628
 GY2628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2578 ***********************************************************************
 GY2578  DESIGNATION -  A 186
 GY2578  PID         -  GY2578
 GY2578  STATE/COUNTY-  KY/CLAY
 GY2578  USGS QUAD   -  MAULDEN (1979)
 GY2578
 GY2578                         *CURRENT SURVEY CONTROL
 GY2578  ___________________________________________________________________
 GY2578* NAD 83(1986)-  37 19 53.     (N)    083 46 11.     (W)     SCALED    
 GY2578* NAVD 88     -       260.548  (meters)     854.81   (feet)  ADJUSTED  
 GY2578  ___________________________________________________________________
 GY2578  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GY2578  DYNAMIC HT  -         260.344 (meters)     854.15  (feet)  COMP
 GY2578  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 GY2578
 GY2578  VERT ORDER  -  SECOND    CLASS 0
 GY2578
 GY2578.The horizontal coordinates were scaled from a topographic map and have
 GY2578.an estimated accuracy of +/- 6 seconds.
 GY2578
 GY2578.The orthometric height was determined by differential leveling
 GY2578.and adjusted by the National Geodetic Survey in June 1991..
 GY2578
 GY2578.The geoid height was determined by GEOID03.
 GY2578
 GY2578.The dynamic height is computed by dividing the NAVD 88
 GY2578.geopotential number by the normal gravity value computed on the
 GY2578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2578.degrees latitude (g = 980.6199 gals.).
 GY2578
 GY2578.The modeled gravity was interpolated from observed gravity values.
 GY2578
 GY2578;                    North         East    Units  Estimated Accuracy
 GY2578;SPC KY1Z     - 1,112,630.    1,675,480.      MT  (+/- 180 meters Scaled)
 GY2578
 GY2578                          SUPERSEDED SURVEY CONTROL
 GY2578
 GY2578  NGVD 29 (??/??/92)  260.708  (m)          855.34   (f) ADJ UNCH    2 0
 GY2578
 GY2578.Superseded values are not recommended for survey control.
 GY2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2578.See file dsdata.txt to determine how the superseded data were derived.
 GY2578
 GY2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB546352(NAD 83)
 GY2578_MARKER: DB = BENCH MARK DISK
 GY2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2578_STAMPING: A 186 1950 855.339
 GY2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2578+STABILITY: SURFACE MOTION
 GY2578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2578+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2001
 GY2578
 GY2578  HISTORY     - Date     Condition        Report By
 GY2578  HISTORY     - 1950     MONUMENTED       CGS
 GY2578  HISTORY     - 1957     GOOD             NGS
 GY2578  HISTORY     - 20010829 GOOD             KYDT
 GY2578
 GY2578                          STATION DESCRIPTION
 GY2578
 GY2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2578'2.6 MI S FROM ISLAND CITY.
 GY2578'ABOUT 2.65 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GY2578'ISLAND CITY, AT THE RESIDENCE OF ARTHUR J. PERRY, 92 FEET
 GY2578'SOUTHEAST OF THE EAST END OF A 24-INCH PIPE CULVERT UNDER ROAD,
 GY2578'40 FEET EAST OF THE CENTER LINE OF ROAD, 14 1/2 FEET NORTH OF A
 GY2578'20-INCH APPLE TREE, 13 FEET WEST OF A 24-INCH APPLE TREE, 4 1/2
 GY2578'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, ABOUT 5 FEET
 GY2578'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2578'1 INCH.
 GY2578
 GY2578                          STATION RECOVERY (1957)
 GY2578
 GY2578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2578'RECOVERED IN GOOD CONDITION.
 GY2578
 GY2578                          STATION RECOVERY (2001)
 GY2578
 GY2578'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY2578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2744 ***********************************************************************
 GY2744  DESIGNATION -  A 188
 GY2744  PID         -  GY2744
 GY2744  STATE/COUNTY-  KY/CLAY
 GY2744  USGS QUAD   -  BIG CREEK (1979)
 GY2744
 GY2744                         *CURRENT SURVEY CONTROL
 GY2744  ___________________________________________________________________
 GY2744* NAD 83(1986)-  37 14 50.     (N)    083 34 39.     (W)     SCALED    
 GY2744* NAVD 88     -       273.084  (meters)     895.94   (feet)  ADJUSTED  
 GY2744  ___________________________________________________________________
 GY2744  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GY2744  DYNAMIC HT  -         272.866 (meters)     895.23  (feet)  COMP
 GY2744  MODELED GRAV-     979,824.7   (mgal)                       NAVD 88
 GY2744
 GY2744  VERT ORDER  -  SECOND    CLASS 0
 GY2744
 GY2744.The horizontal coordinates were scaled from a topographic map and have
 GY2744.an estimated accuracy of +/- 6 seconds.
 GY2744
 GY2744.The orthometric height was determined by differential leveling
 GY2744.and adjusted by the National Geodetic Survey in June 1991..
 GY2744
 GY2744.The geoid height was determined by GEOID03.
 GY2744
 GY2744.The dynamic height is computed by dividing the NAVD 88
 GY2744.geopotential number by the normal gravity value computed on the
 GY2744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2744.degrees latitude (g = 980.6199 gals.).
 GY2744
 GY2744.The modeled gravity was interpolated from observed gravity values.
 GY2744
 GY2744;                    North         East    Units  Estimated Accuracy
 GY2744;SPC KY1Z     - 1,103,670.    1,692,730.      MT  (+/- 180 meters Scaled)
 GY2744
 GY2744                          SUPERSEDED SURVEY CONTROL
 GY2744
 GY2744  NGVD 29 (??/??/92)  273.244  (m)          896.47   (f) ADJ UNCH    2 0
 GY2744
 GY2744.Superseded values are not recommended for survey control.
 GY2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2744.See file dsdata.txt to determine how the superseded data were derived.
 GY2744
 GY2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB713254(NAD 83)
 GY2744_MARKER: DB = BENCH MARK DISK
 GY2744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2744_SP_SET: BRIDGE
 GY2744_STAMPING: A 188 1950 896.468
 GY2744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2744+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 GY2744
 GY2744  HISTORY     - Date     Condition        Report By
 GY2744  HISTORY     - 1950     MONUMENTED       CGS
 GY2744  HISTORY     - 1957     GOOD             NGS
 GY2744  HISTORY     - 20020328 GOOD             KYDT
 GY2744
 GY2744                          STATION DESCRIPTION
 GY2744
 GY2744'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2744'3.2 MI W FROM PANCO.
 GY2744'ABOUT 3.15 MILES WEST ALONG A ROAD FROM THE ROAD JUNCTION AT
 GY2744'PANCO, ABOUT 1.2 MILES WEST OF FAIRVIEW SCHOOL, ABOUT 0.3 MILE
 GY2744'EAST OF BRUTUS POST OFFICE, SET IN THE TOP OF THE WEST END OF THE
 GY2744'NORTH HEAD WALL OF A 10-FOOT BRIDGE OVER WREN BRANCH, 17 FEET
 GY2744'NORTH OF THE CENTER LINE OF THE ROAD, 1/2 FOOT EAST OF THE WEST
 GY2744'END OF HEAD WALL AND ABOUT 1 FOOT BELOW THE ROAD.
 GY2744
 GY2744                          STATION RECOVERY (1957)
 GY2744
 GY2744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2744'RECOVERED IN GOOD CONDITION.
 GY2744
 GY2744                          STATION RECOVERY (2002)
 GY2744
 GY2744'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5294 ***********************************************************************
 DG5294  DESIGNATION -  A 18X
 DG5294  PID         -  DG5294
 DG5294  STATE/COUNTY-  KY/CALLOWAY
 DG5294  USGS QUAD   -  MURRAY (1986)
 DG5294
 DG5294                         *CURRENT SURVEY CONTROL
 DG5294  ___________________________________________________________________
 DG5294* NAD 83(1993)-  36 30 03.48588(N)    088 19 38.04025(W)     ADJUSTED  
 DG5294* NAVD 88     -       170.20   (meters)     558.4    (feet)  LEVELING  
 DG5294  ___________________________________________________________________
 DG5294  X           -     149,845.170 (meters)                     COMP
 DG5294  Y           -  -5,131,054.359 (meters)                     COMP
 DG5294  Z           -   3,773,105.187 (meters)                     COMP
 DG5294  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 DG5294  ELLIP HEIGHT-         141.66  (meters)          (04/05/04) GPS OBS
 DG5294  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DG5294
 DG5294  HORZ ORDER  -  FIRST
 DG5294  VERT ORDER  -  THIRD ?
 DG5294  ELLP ORDER  -  FOURTH    CLASS II
 DG5294
 DG5294.The horizontal coordinates were established by GPS observations
 DG5294.and adjusted by the National Geodetic Survey in April 2004..
 DG5294
 DG5294.The orthometric height was determined by differential leveling.
 DG5294.The vertical network tie was performed by a horz. field party for horz.
 DG5294.obs reductions. Reset procedures were used to establish the elevation.
 DG5294
 DG5294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5294
 DG5294.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5294
 DG5294.The ellipsoidal height was determined by GPS observations
 DG5294.and is referenced to NAD 83.
 DG5294
 DG5294.The geoid height was determined by GEOID03.
 DG5294
 DG5294;                    North         East     Units Scale Factor Converg.
 DG5294;SPC KY1Z     - 1,021,794.788 1,269,091.149   MT  1.00019014   -1 34 56.4
 DG5294;SPC KY1Z     - 3,352,338.40  4,163,676.54   sFT  1.00019014   -1 34 56.4
 DG5294;SPC KY S     -   521,752.555   269,122.723   MT  1.00005029   -1 33 46.8
 DG5294;SPC KY S     - 1,711,783.17    882,946.80   sFT  1.00005029   -1 33 46.8
 DG5294;UTM  16      - 4,040,334.486   381,137.605   MT  0.99977407   -0 47 22.5
 DG5294
 DG5294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5294!SPC KY1Z     -   0.99997777  x   1.00019014  =   1.00016790
 DG5294!SPC KY S     -   0.99997777  x   1.00005029  =   1.00002806
 DG5294!UTM  16      -   0.99997777  x   0.99977407  =   0.99975184
 DG5294
 DG5294                          SUPERSEDED SURVEY CONTROL
 DG5294
 DG5294.No superseded survey control is available for this station.
 DG5294
 DG5294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF8113840334(NAD 83)
 DG5294_MARKER: F = FLANGE-ENCASED ROD
 DG5294_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5294+WITH SETTING: INFORMATION.
 DG5294_STAMPING: A18X 2002
 DG5294_MARK LOGO: USACE 
 DG5294_PROJECTION: RECESSED 30 CENTIMETERS
 DG5294_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5294+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 DG5294_ROD/PIPE-DEPTH:  2.1 meters
 DG5294
 DG5294  HISTORY     - Date     Condition        Report By
 DG5294  HISTORY     - 20020717 MONUMENTED       EMCINC
 DG5294
 DG5294                          STATION DESCRIPTION
 DG5294
 DG5294'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5294'THE MARK IS LOCATED IN HAZEL, KY.
 DG5294' 
 DG5294'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HWY. 641 AND S.R. 893
 DG5294'(STATE LINE ROAD) IN HAZEL, KY. GO WEST 0.16 KM (0.1 MI.) ON S.R. 893
 DG5294'TO FOURTH STREET ON THE RIGHT. THENCE NORTH ON FOURTH STREET 51 M
 DG5294'(167.3 FT.) TO THE MARK ON THE RIGHT, ON THE EAST SIDE OF FOURTH
 DG5294'STREET.
 DG5294' 
 DG5294'THE MARK IS 51.3 M (168.3 FT.) NORTH OF THE CENTERLINE OF S.R. 893,
 DG5294'13.9 M (45.7 FT.) WEST OF THE WEST RAIL OF A RAILROAD TRACK, 63.5 M
 DG5294'(208.3 FT.) NORTHWEST OF BENCHMARK A 18 (1934) AND 1 M (3.3 FT.) WEST
 DG5294'OF A CARSONITE WITNESS POST.
 DG5294' 
 DG5294'THE MARK IS A MEMPHIS DIST.C.O.E. (TYPE F MONUMENT) ALUMINUM CAP SET
 DG5294'ON A 7.0 FT. ALUMINUM ROD RECESSED 0.3 M (1.0 FT.) BELOW GROUND.
 DG5294' 
 DG5294'MARK IS STAMPED ... A18X 2002
 DG5294' 
 DG5294'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0178 ***********************************************************************
 HB0178  DESIGNATION -  A 19
 HB0178  PID         -  HB0178
 HB0178  STATE/COUNTY-  KY/LYON
 HB0178  USGS QUAD   -  EDDYVILLE (1973)
 HB0178
 HB0178                         *CURRENT SURVEY CONTROL
 HB0178  ___________________________________________________________________
 HB0178* NAD 83(1986)-  37 05 34.     (N)    088 00 14.     (W)     SCALED    
 HB0178* NAVD 88     -       168.148  (meters)     551.67   (feet)  ADJUSTED  
 HB0178  ___________________________________________________________________
 HB0178  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 HB0178  DYNAMIC HT  -         168.021 (meters)     551.25  (feet)  COMP
 HB0178  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 HB0178
 HB0178  VERT ORDER  -  SECOND    CLASS 0
 HB0178
 HB0178.The horizontal coordinates were scaled from a topographic map and have
 HB0178.an estimated accuracy of +/- 6 seconds.
 HB0178
 HB0178.The orthometric height was determined by differential leveling
 HB0178.and adjusted by the National Geodetic Survey in June 1991..
 HB0178
 HB0178.The geoid height was determined by GEOID03.
 HB0178
 HB0178.The dynamic height is computed by dividing the NAVD 88
 HB0178.geopotential number by the normal gravity value computed on the
 HB0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0178.degrees latitude (g = 980.6199 gals.).
 HB0178
 HB0178.The modeled gravity was interpolated from observed gravity values.
 HB0178
 HB0178;                    North         East    Units  Estimated Accuracy
 HB0178;SPC KY1Z     - 1,086,710.    1,299,640.      MT  (+/- 180 meters Scaled)
 HB0178
 HB0178                          SUPERSEDED SURVEY CONTROL
 HB0178
 HB0178  NGVD 29 (??/??/??)  168.217  (m)          551.89   (f) ADJUSTED    2 0
 HB0178
 HB0178.Superseded values are not recommended for survey control.
 HB0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0178.See file dsdata.txt to determine how the superseded data were derived.
 HB0178
 HB0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG107056(NAD 83)
 HB0178_MARKER: DB = BENCH MARK DISK
 HB0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0178_STAMPING: A 19 1934
 HB0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0178+STABILITY: SURFACE MOTION
 HB0178
 HB0178  HISTORY     - Date     Condition        Report By
 HB0178  HISTORY     - 1934     MONUMENTED       CGS
 HB0178  HISTORY     - 1968     MARK NOT FOUND   CGS
 HB0178
 HB0178                          STATION DESCRIPTION
 HB0178
 HB0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0178'5 MI E FROM EDDYVILLE.
 HB0178'ABOUT 5 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0178'STATION AT EDDYVILLE, LYON COUNTY, ABOUT 1 MILE WEST OF THE POST
 HB0178'OFFICE AT DULANEY, 400 FEET SOUTHWEST OF A WHITE HOUSE, AT A ROAD
 HB0178'CROSSING ON THE WESTBOUND TRACK AND AN OVERHEAD BRIDGE ON THE
 HB0178'EASTBOUND TRACK, 20 FEET EAST OF THE ROAD, 4 FEET SOUTH OF A
 HB0178'FENCE CORNER, AND 3 FEET EAST OF THE FENCE AT A CATTLEGUARD.  A
 HB0178'STANDARD DISK, STAMPED A 19 1934 AND SET IN THE TOP OF A CONCRETE
 HB0178'POST.  NOTE-- BOTH TRACKS REFERRED TO IN THE ORIGINAL DESCRIPTION
 HB0178'HAVE BEEN TORN OUT AND THE ROAD HAS BEEN WIDENED.  IT IS BELIEVED
 HB0178'THAT THE MARK WAS EITHER DESTROYED OR COVERED DURING THE CONSTRUCTION
 HB0178'WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0387 ***********************************************************************
 GB0387  DESIGNATION -  A 191
 GB0387  PID         -  GB0387
 GB0387  STATE/COUNTY-  KY/MCCREARY
 GB0387  USGS QUAD   -  SAWYER (1981)
 GB0387
 GB0387                         *CURRENT SURVEY CONTROL
 GB0387  ___________________________________________________________________
 GB0387* NAD 83(1986)-  36 55 44.     (N)    084 21 09.     (W)     SCALED    
 GB0387* NAVD 88     -       314.705  (meters)    1032.49   (feet)  ADJUSTED  
 GB0387  ___________________________________________________________________
 GB0387  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB0387  DYNAMIC HT  -         314.458 (meters)    1031.68  (feet)  COMP
 GB0387  MODELED GRAV-     979,836.9   (mgal)                       NAVD 88
 GB0387
 GB0387  VERT ORDER  -  SECOND    CLASS 0
 GB0387
 GB0387.The horizontal coordinates were scaled from a topographic map and have
 GB0387.an estimated accuracy of +/- 6 seconds.
 GB0387
 GB0387.The orthometric height was determined by differential leveling
 GB0387.and adjusted by the National Geodetic Survey in June 1991..
 GB0387
 GB0387.The geoid height was determined by GEOID03.
 GB0387
 GB0387.The dynamic height is computed by dividing the NAVD 88
 GB0387.geopotential number by the normal gravity value computed on the
 GB0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0387.degrees latitude (g = 980.6199 gals.).
 GB0387
 GB0387.The modeled gravity was interpolated from observed gravity values.
 GB0387
 GB0387;                    North         East    Units  Estimated Accuracy
 GB0387;SPC KY1Z     - 1,067,030.    1,624,510.      MT  (+/- 180 meters Scaled)
 GB0387
 GB0387                          SUPERSEDED SURVEY CONTROL
 GB0387
 GB0387  NGVD 29 (??/??/92)  314.862  (m)         1033.01   (f) ADJ UNCH    2 0
 GB0387
 GB0387.Superseded values are not recommended for survey control.
 GB0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0387.See file dsdata.txt to determine how the superseded data were derived.
 GB0387
 GB0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF358902(NAD 83)
 GB0387_MARKER: DB = BENCH MARK DISK
 GB0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0387_STAMPING: A 191 1950 1033.010
 GB0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0387+STABILITY: SURFACE MOTION
 GB0387
 GB0387  HISTORY     - Date     Condition        Report By
 GB0387  HISTORY     - 1950     MONUMENTED       CGS
 GB0387  HISTORY     - 1957     GOOD             NGS
 GB0387
 GB0387                          STATION DESCRIPTION
 GB0387
 GB0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0387'2.4 MI N FROM SAWYER.
 GB0387'ABOUT 0.85 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST
 GB0387'OFFICE AT SAWYER, THENCE ABOUT 1.5 MILES NORTH ALONG A DIRT
 GB0387'ROAD LEADING TO CUMBERLAND RIVER, SET ON THE OUTSIDE OF A SHARP
 GB0387'CURVE WITH TANGENTS EXTENDING NORTH AND EAST, 18 FEET SOUTHWEST
 GB0387'OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTHWEST AND ACROSS THE
 GB0387'ROAD FROM A TRIANGULAR BLAZED 6-INCH OAK TREE, 40 FEET SOUTH OF A
 GB0387'24-INCH BEECH TREE WITH HOLLOW BOTTOM, ABOUT 1 FOOT BELOW THE
 GB0387'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GB0387
 GB0387                          STATION RECOVERY (1957)
 GB0387
 GB0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0268 ***********************************************************************
 GB0268  DESIGNATION -  A 192
 GB0268  PID         -  GB0268
 GB0268  STATE/COUNTY-  KY/WHITLEY
 GB0268  USGS QUAD   -  HOLLYHILL (1982)
 GB0268
 GB0268                         *CURRENT SURVEY CONTROL
 GB0268  ___________________________________________________________________
 GB0268* NAD 83(1986)-  36 44 59.     (N)    084 16 21.     (W)     SCALED    
 GB0268* NAVD 88     -       273.551  (meters)     897.48   (feet)  ADJUSTED  
 GB0268  ___________________________________________________________________
 GB0268  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GB0268  DYNAMIC HT  -         273.330 (meters)     896.75  (feet)  COMP
 GB0268  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 GB0268
 GB0268  VERT ORDER  -  SECOND    CLASS 0
 GB0268
 GB0268.The horizontal coordinates were scaled from a topographic map and have
 GB0268.an estimated accuracy of +/- 6 seconds.
 GB0268
 GB0268.The orthometric height was determined by differential leveling
 GB0268.and adjusted by the National Geodetic Survey in June 1991..
 GB0268
 GB0268.The geoid height was determined by GEOID03.
 GB0268
 GB0268.The dynamic height is computed by dividing the NAVD 88
 GB0268.geopotential number by the normal gravity value computed on the
 GB0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0268.degrees latitude (g = 980.6199 gals.).
 GB0268
 GB0268.The modeled gravity was interpolated from observed gravity values.
 GB0268
 GB0268;                    North         East    Units  Estimated Accuracy
 GB0268;SPC KY1Z     - 1,047,260.    1,631,950.      MT  (+/- 180 meters Scaled)
 GB0268
 GB0268                          SUPERSEDED SURVEY CONTROL
 GB0268
 GB0268  NGVD 29 (??/??/92)  273.700  (m)          897.96   (f) ADJ UNCH    2 0
 GB0268
 GB0268.Superseded values are not recommended for survey control.
 GB0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0268.See file dsdata.txt to determine how the superseded data were derived.
 GB0268
 GB0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF435705(NAD 83)
 GB0268_MARKER: DB = BENCH MARK DISK
 GB0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0268_STAMPING: A 192 1950 897.964
 GB0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0268+STABILITY: SURFACE MOTION
 GB0268
 GB0268  HISTORY     - Date     Condition        Report By
 GB0268  HISTORY     - 1950     MONUMENTED       CGS
 GB0268  HISTORY     - 1957     GOOD             NGS
 GB0268  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0268  HISTORY     - 19960620 MARK NOT FOUND   KYDT
 GB0268
 GB0268                          STATION DESCRIPTION
 GB0268
 GB0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0268'3.8 MI W FROM RED BIRD.
 GB0268'ABOUT 3.8 MILES WEST ALONG A GRAVEL AND DIRT ROAD FROM THE JUNCTION
 GB0268'OF STATE HIGHWAY 204 AND THE CHURCH AND CEMETERY AT RED BIRD,
 GB0268'ABOUT 0.55 MILE NORTHWEST OF A BRIDGE OVER JELLICO CREEK, SET AT
 GB0268'AN OLD FARM HOUSE, 27 FEET SOUTHWEST OF THE CENTER LINE, 37 FEET
 GB0268'SOUTHEAST OF THE EAST CORNER OF HOUSE, 17 FEET NORTHEAST OF A
 GB0268'DRILLED WELL, 9 FEET NORTHEAST OF A 4-INCH TWIN PEAR TREE SERVING
 GB0268'AS A FENCE CORNER, 41 FEET SOUTHEAST OF A 24-INCH MAPLE TREE, ABOUT
 GB0268'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GB0268'PROJECTING 2 INCHES.
 GB0268
 GB0268                          STATION RECOVERY (1957)
 GB0268
 GB0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0268'RECOVERED IN GOOD CONDITION.
 GB0268
 GB0268                          STATION RECOVERY (1977)
 GB0268
 GB0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0268'MARK NOT FOUND.
 GB0268
 GB0268                          STATION RECOVERY (1996)
 GB0268
 GB0268'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0294 ***********************************************************************
 GB0294  DESIGNATION -  A 194
 GB0294  PID         -  GB0294
 GB0294  STATE/COUNTY-  KY/WHITLEY
 GB0294  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0294
 GB0294                         *CURRENT SURVEY CONTROL
 GB0294  ___________________________________________________________________
 GB0294* NAD 83(1986)-  36 44 30.     (N)    084 14 33.     (W)     SCALED    
 GB0294* NAVD 88     -       283.705  (meters)     930.79   (feet)  ADJUSTED  
 GB0294  ___________________________________________________________________
 GB0294  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB0294  DYNAMIC HT  -         283.471 (meters)     930.02  (feet)  COMP
 GB0294  MODELED GRAV-     979,800.0   (mgal)                       NAVD 88
 GB0294
 GB0294  VERT ORDER  -  SECOND    CLASS 0
 GB0294
 GB0294.The horizontal coordinates were scaled from a topographic map and have
 GB0294.an estimated accuracy of +/- 6 seconds.
 GB0294
 GB0294.The orthometric height was determined by differential leveling
 GB0294.and adjusted by the National Geodetic Survey in June 1991..
 GB0294
 GB0294.The geoid height was determined by GEOID03.
 GB0294
 GB0294.The dynamic height is computed by dividing the NAVD 88
 GB0294.geopotential number by the normal gravity value computed on the
 GB0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0294.degrees latitude (g = 980.6199 gals.).
 GB0294
 GB0294.The modeled gravity was interpolated from observed gravity values.
 GB0294
 GB0294;                    North         East    Units  Estimated Accuracy
 GB0294;SPC KY1Z     - 1,046,410.    1,634,650.      MT  (+/- 180 meters Scaled)
 GB0294
 GB0294                          SUPERSEDED SURVEY CONTROL
 GB0294
 GB0294  NGVD 29 (??/??/92)  283.851  (m)          931.27   (f) ADJ UNCH    2 0
 GB0294
 GB0294.Superseded values are not recommended for survey control.
 GB0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0294.See file dsdata.txt to determine how the superseded data were derived.
 GB0294
 GB0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF462697(NAD 83)
 GB0294_MARKER: DB = BENCH MARK DISK
 GB0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0294_STAMPING: A 194 1951 931.268
 GB0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0294+STABILITY: SURFACE MOTION
 GB0294
 GB0294  HISTORY     - Date     Condition        Report By
 GB0294  HISTORY     - 1951     MONUMENTED       CGS
 GB0294  HISTORY     - 1957     GOOD             NGS
 GB0294
 GB0294                          STATION DESCRIPTION
 GB0294
 GB0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0294'15.2 MI W FROM WILLIAMSBURG.
 GB0294'ABOUT 7.65 MILES SOUTHWEST ALONG STATE HIGHWAY 92 FROM THE
 GB0294'LOUISVILLE AND NASHVILLE RAILROAD STATION AT WILLIAMSBURG,
 GB0294'THENCE ABOUT 5.95 MILES NORTH ALONG A GRAVEL ROAD, THENCE ABOUT
 GB0294'0.35 MILE NORTH ALONG A DIRT ROAD, THENCE ABOUT 1.3 MILES WEST ALONG
 GB0294'A DIM ROAD FOLLOWING BECKS CREEK, AT AN OLD ABANDONED FARM
 GB0294'HOUSE, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AT AN
 GB0294'OLD ABANDONED FARM HOUSE, 31 FEET SOUTHWEST OF THE CENTER LINE
 GB0294'OF THE ROAD, 53 FEET NORTH OF THE EAST CORNER OF OLD HOUSE, 11
 GB0294'FEET NORTHEAST OF A DUG WELL, 7 FEET EAST OF A 14-INCH PINE TREE,
 GB0294'33 FEET EAST OF A 14-INCH PEAR TREE, 35 FEET WEST OF A 40-INCH
 GB0294'OAK TREE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 GB0294'POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM RED
 GB0294'BIRD BY GOING ABOUT 1.6 MILES WEST ALONG A GRAVEL ROAD FROM THE
 GB0294'JUNCTION OF STATE HIGHWAY 204 AND THE CHURCH AND CEMETERY, THENCE
 GB0294'ABOUT 0.9 MILE SOUTHWEST ALONG A DIRT ROAD, THENCE ABOUT 0.6
 GB0294'MILE SOUTHEAST ALONG DIM ROAD FOLLOWING BECKS CREEK.
 GB0294
 GB0294                          STATION RECOVERY (1957)
 GB0294
 GB0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0171 ***********************************************************************
 GB0171  DESIGNATION -  A 195
 GB0171  PID         -  GB0171
 GB0171  STATE/COUNTY-  KY/WHITLEY
 GB0171  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0171
 GB0171                         *CURRENT SURVEY CONTROL
 GB0171  ___________________________________________________________________
 GB0171* NAD 83(1986)-  36 39 06.     (N)    084 14 36.     (W)     SCALED    
 GB0171* NAVD 88     -       322.834  (meters)    1059.16   (feet)  ADJUSTED  
 GB0171  ___________________________________________________________________
 GB0171  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB0171  DYNAMIC HT  -         322.564 (meters)    1058.28  (feet)  COMP
 GB0171  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 GB0171
 GB0171  VERT ORDER  -  SECOND    CLASS 0
 GB0171
 GB0171.The horizontal coordinates were scaled from a topographic map and have
 GB0171.an estimated accuracy of +/- 6 seconds.
 GB0171
 GB0171.The orthometric height was determined by differential leveling
 GB0171.and adjusted by the National Geodetic Survey in June 1991..
 GB0171
 GB0171.The geoid height was determined by GEOID03.
 GB0171
 GB0171.The dynamic height is computed by dividing the NAVD 88
 GB0171.geopotential number by the normal gravity value computed on the
 GB0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0171.degrees latitude (g = 980.6199 gals.).
 GB0171
 GB0171.The modeled gravity was interpolated from observed gravity values.
 GB0171
 GB0171;                    North         East    Units  Estimated Accuracy
 GB0171;SPC KY1Z     - 1,036,420.    1,634,730.      MT  (+/- 180 meters Scaled)
 GB0171
 GB0171                          SUPERSEDED SURVEY CONTROL
 GB0171
 GB0171  NGVD 29 (??/??/92)  322.976  (m)         1059.63   (f) ADJ UNCH    2 0
 GB0171
 GB0171.Superseded values are not recommended for survey control.
 GB0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0171.See file dsdata.txt to determine how the superseded data were derived.
 GB0171
 GB0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF464597(NAD 83)
 GB0171_MARKER: DB = BENCH MARK DISK
 GB0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0171_STAMPING: A 195 1951 1059.630
 GB0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0171+STABILITY: SURFACE MOTION
 GB0171
 GB0171  HISTORY     - Date     Condition        Report By
 GB0171  HISTORY     - 1951     MONUMENTED       CGS
 GB0171  HISTORY     - 1957     GOOD             NGS
 GB0171
 GB0171                          STATION DESCRIPTION
 GB0171
 GB0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0171'2 MI NW FROM AYERS.
 GB0171'ABOUT 2.0 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GB0171'OFFICE AT AYERS, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 GB0171'EXTENDING NORTH AND SOUTHEAST, ON THE SOUTHEAST SLOPE OF A HILL,
 GB0171'28 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 110 FEET
 GB0171'SOUTHEAST OF A POWER POLE WITH BRANCH LINE TO HOUSE (THE FIRST
 GB0171'POWER POLE SOUTHEAST OF A POLE WITH A TRANSFORMER), 51 1/2 FEET
 GB0171'SOUTHWEST AND ACROSS THE ROAD FROM A FENCE CORNER, 1 FOOT
 GB0171'NORTHEAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 GB0171'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 GB0171'CONCRETE POST PROJECTING 4 INCHES.
 GB0171
 GB0171                          STATION RECOVERY (1957)
 GB0171
 GB0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0484 ***********************************************************************
 GZ0484  DESIGNATION -  A 197
 GZ0484  PID         -  GZ0484
 GZ0484  STATE/COUNTY-  KY/PULASKI
 GZ0484  USGS QUAD   -  BILLOWS (1987)
 GZ0484
 GZ0484                         *CURRENT SURVEY CONTROL
 GZ0484  ___________________________________________________________________
 GZ0484* NAD 83(1986)-  37 08 15.     (N)    084 22 28.     (W)     SCALED    
 GZ0484* NAVD 88     -       356.580  (meters)    1169.88   (feet)  ADJUSTED  
 GZ0484  ___________________________________________________________________
 GZ0484  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GZ0484  DYNAMIC HT  -         356.310 (meters)    1168.99  (feet)  COMP
 GZ0484  MODELED GRAV-     979,863.7   (mgal)                       NAVD 88
 GZ0484
 GZ0484  VERT ORDER  -  SECOND    CLASS 0
 GZ0484
 GZ0484.The horizontal coordinates were scaled from a topographic map and have
 GZ0484.an estimated accuracy of +/- 6 seconds.
 GZ0484
 GZ0484.The orthometric height was determined by differential leveling
 GZ0484.and adjusted by the National Geodetic Survey in June 1991..
 GZ0484
 GZ0484.The geoid height was determined by GEOID03.
 GZ0484
 GZ0484.The dynamic height is computed by dividing the NAVD 88
 GZ0484.geopotential number by the normal gravity value computed on the
 GZ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0484.degrees latitude (g = 980.6199 gals.).
 GZ0484
 GZ0484.The modeled gravity was interpolated from observed gravity values.
 GZ0484
 GZ0484;                    North         East    Units  Estimated Accuracy
 GZ0484;SPC KY1Z     - 1,090,150.    1,622,210.      MT  (+/- 180 meters Scaled)
 GZ0484
 GZ0484                          SUPERSEDED SURVEY CONTROL
 GZ0484
 GZ0484  NGVD 29 (??/??/92)  356.748  (m)         1170.43   (f) ADJ UNCH    2 0
 GZ0484
 GZ0484.Superseded values are not recommended for survey control.
 GZ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0484.See file dsdata.txt to determine how the superseded data were derived.
 GZ0484
 GZ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG332133(NAD 83)
 GZ0484_MARKER: DB = BENCH MARK DISK
 GZ0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0484_STAMPING: A 197 1950 1170.431
 GZ0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0484+STABILITY: SURFACE MOTION
 GZ0484
 GZ0484  HISTORY     - Date     Condition        Report By
 GZ0484  HISTORY     - 1950     MONUMENTED       CGS
 GZ0484  HISTORY     - 1958     GOOD             NGS
 GZ0484
 GZ0484                          STATION DESCRIPTION
 GZ0484
 GZ0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0484'7.2 MI E FROM SHOPVILLE.
 GZ0484'ABOUT 6.6 MILES EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0484'SHOPVILLE, THENCE ABOUT 0.65 MILE SOUTH ALONG A GRAVEL ROAD
 GZ0484'LEADING TO ACORN, ABOUT 0.4 MILE NORTH OF THE JUNCTION OF A ROAD
 GZ0484'EAST, ABOUT 0.25 MILE SOUTH OF A LARGE COAL LOADING STATION,
 GZ0484'ABOUT 0.45 MILE NORTH OF THE POST OFFICE AT ACORN, ABOUT 1.2
 GZ0484'MILES NORTH OF SCHOOL AT ACORN, AT A ONE-STORY HOUSE, 37 FEET
 GZ0484'EAST OF THE CENTER LINE OF THE ROAD, 26 1/2 FEET NORTH OF THE
 GZ0484'NORTHWEST CORNER OF A ROCK CHIMNEY ON NORTH SIDE OF HOUSE,
 GZ0484'4 1/2 FEET NORTH OF A 24-INCH TREE, 27 FEET NORTH OF THE
 GZ0484'NORTHWEST CORNER OF HOUSE, 2 FEET ABOVE THE ROAD AND SET IN
 GZ0484'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE
 GZ0484'MARK IS MUTILATED BUT SOLID.
 GZ0484
 GZ0484                          STATION RECOVERY (1958)
 GZ0484
 GZ0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0458 ***********************************************************************
 GZ0458  DESIGNATION -  A 198
 GZ0458  PID         -  GZ0458
 GZ0458  STATE/COUNTY-  KY/PULASKI
 GZ0458  USGS QUAD   -  ANO (1979)
 GZ0458
 GZ0458                         *CURRENT SURVEY CONTROL
 GZ0458  ___________________________________________________________________
 GZ0458* NAD 83(1986)-  37 06 14.     (N)    084 17 27.     (W)     SCALED    
 GZ0458* NAVD 88     -       342.649  (meters)    1124.17   (feet)  ADJUSTED  
 GZ0458  ___________________________________________________________________
 GZ0458  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GZ0458  DYNAMIC HT  -         342.384 (meters)    1123.30  (feet)  COMP
 GZ0458  MODELED GRAV-     979,848.3   (mgal)                       NAVD 88
 GZ0458
 GZ0458  VERT ORDER  -  SECOND    CLASS 0
 GZ0458
 GZ0458.The horizontal coordinates were scaled from a topographic map and have
 GZ0458.an estimated accuracy of +/- 6 seconds.
 GZ0458
 GZ0458.The orthometric height was determined by differential leveling
 GZ0458.and adjusted by the National Geodetic Survey in June 1991..
 GZ0458
 GZ0458.The geoid height was determined by GEOID03.
 GZ0458
 GZ0458.The dynamic height is computed by dividing the NAVD 88
 GZ0458.geopotential number by the normal gravity value computed on the
 GZ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0458.degrees latitude (g = 980.6199 gals.).
 GZ0458
 GZ0458.The modeled gravity was interpolated from observed gravity values.
 GZ0458
 GZ0458;                    North         East    Units  Estimated Accuracy
 GZ0458;SPC KY1Z     - 1,086,530.    1,629,700.      MT  (+/- 180 meters Scaled)
 GZ0458
 GZ0458                          SUPERSEDED SURVEY CONTROL
 GZ0458
 GZ0458  NGVD 29 (??/??/92)  342.811  (m)         1124.71   (f) ADJ UNCH    2 0
 GZ0458
 GZ0458.Superseded values are not recommended for survey control.
 GZ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0458.See file dsdata.txt to determine how the superseded data were derived.
 GZ0458
 GZ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG407098(NAD 83)
 GZ0458_MARKER: DB = BENCH MARK DISK
 GZ0458_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0458_SP_SET: ROCK OUTCROP
 GZ0458_STAMPING: A 198 1950 1124.706
 GZ0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0458+STABILITY: POSITION/ELEVATION WELL
 GZ0458
 GZ0458  HISTORY     - Date     Condition        Report By
 GZ0458  HISTORY     - 1950     MONUMENTED       CGS
 GZ0458  HISTORY     - 1958     GOOD             NGS
 GZ0458
 GZ0458                          STATION DESCRIPTION
 GZ0458
 GZ0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0458'13.5 MI SE FROM SHOPVILLE.
 GZ0458'ABOUT 7.7 MILES EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0458'SHOPVILLE, THENCE ABOUT 0.2 MILE SOUTH ALONG A DIRT ROAD, THENCE
 GZ0458'ABOUT 5.6 MILES EAST AND SOUTHEAST ALONG A DIRT ROAD, ABOUT 0.1
 GZ0458'MILE SOUTHEAST OF A FRAME HOUSE, ABOUT 50 YARDS SOUTHWEST OF A
 GZ0458'POINT WHERE ROAD STARTS DOWNHILL TO ROCKCASTLE RIVER, ABOUT 1/2
 GZ0458'MILE NORTHWEST OF THE RIVER, SET IN THE TOP OF THE EAST CORNER OF
 GZ0458'A LARGE FLAT OUTCROP OF ROCK, 32 FEET SOUTHEAST OF THE CENTER LINE
 GZ0458'OF THE DIM ROAD, 9 FEET SOUTHWEST OF A FOOT PATH, 44 FEET SOUTHEAST
 GZ0458'AND ACROSS ROAD FROM THE SOUTH CORNER OF AN OLD SHED, AND ABOUT LEVEL
 GZ0458'WITH THE ROAD.
 GZ0458
 GZ0458                          STATION RECOVERY (1958)
 GZ0458
 GZ0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1101 ***********************************************************************
 GZ1101  DESIGNATION -  A 199
 GZ1101  PID         -  GZ1101
 GZ1101  STATE/COUNTY-  KY/PULASKI
 GZ1101  USGS QUAD   -  SOMERSET (1987)
 GZ1101
 GZ1101                         *CURRENT SURVEY CONTROL
 GZ1101  ___________________________________________________________________
 GZ1101* NAD 83(1986)-  37 00 51.     (N)    084 30 28.     (W)     SCALED    
 GZ1101* NAVD 88     -       290.113  (meters)     951.81   (feet)  ADJUSTED  
 GZ1101  ___________________________________________________________________
 GZ1101  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GZ1101  DYNAMIC HT  -         289.889 (meters)     951.08  (feet)  COMP
 GZ1101  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 GZ1101
 GZ1101  VERT ORDER  -  SECOND    CLASS 0
 GZ1101
 GZ1101.The horizontal coordinates were scaled from a topographic map and have
 GZ1101.an estimated accuracy of +/- 6 seconds.
 GZ1101
 GZ1101.The orthometric height was determined by differential leveling
 GZ1101.and adjusted by the National Geodetic Survey in June 1991..
 GZ1101
 GZ1101.The geoid height was determined by GEOID03.
 GZ1101
 GZ1101.The dynamic height is computed by dividing the NAVD 88
 GZ1101.geopotential number by the normal gravity value computed on the
 GZ1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1101.degrees latitude (g = 980.6199 gals.).
 GZ1101
 GZ1101.The modeled gravity was interpolated from observed gravity values.
 GZ1101
 GZ1101;                    North         East    Units  Estimated Accuracy
 GZ1101;SPC KY1Z     - 1,076,300.    1,610,550.      MT  (+/- 180 meters Scaled)
 GZ1101
 GZ1101                          SUPERSEDED SURVEY CONTROL
 GZ1101
 GZ1101  NGVD 29 (??/??/92)  290.284  (m)          952.37   (f) ADJ UNCH    2 0
 GZ1101
 GZ1101.Superseded values are not recommended for survey control.
 GZ1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1101.See file dsdata.txt to determine how the superseded data were derived.
 GZ1101
 GZ1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF217993(NAD 83)
 GZ1101_MARKER: DD = SURVEY DISK
 GZ1101_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1101_SP_SET: ROCK OUTCROP
 GZ1101_STAMPING: A 199 1950 952.373
 GZ1101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1101+STABILITY: POSITION/ELEVATION WELL
 GZ1101
 GZ1101  HISTORY     - Date     Condition        Report By
 GZ1101  HISTORY     - 1950     MONUMENTED       CGS
 GZ1101  HISTORY     - 1958     GOOD             NGS
 GZ1101
 GZ1101                          STATION DESCRIPTION
 GZ1101
 GZ1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1101'1.1 MI S FROM MEECE.
 GZ1101'ABOUT 1.1 MILES SOUTH ALONG A GRAVEL ROAD FROM POST OFFICE AND
 GZ1101'ROAD JUNCTION AT MEECE, ABOUT 0.6 MILE NORTH OF NORTHFIELD POST
 GZ1101'OFFICE, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHWEST
 GZ1101'AND SOUTH, ON THE NORTHWEST SLOPE OF A HILL, 38 FEET EAST OF THE
 GZ1101'CENTER LINE OF THE ROAD, 60 FEET SOUTHEAST OF THE EAST END OF AN
 GZ1101'18-INCH PIPE CULVERT, 13 1/2 FEET WEST OF A TRIANGULAR BLAZED
 GZ1101'12-INCH OAK TREE, 16 FEET NORTH OF A 12-INCH OAK TREE, ABOUT
 GZ1101'6 FEET ABOVE THE ROAD AND SET IN THE TOP OF A FLAT OUTCROP
 GZ1101'OF ROCK.
 GZ1101
 GZ1101                          STATION RECOVERY (1958)
 GZ1101
 GZ1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0782 ***********************************************************************
 GZ0782  DESIGNATION -  A 2
 GZ0782  PID         -  GZ0782
 GZ0782  STATE/COUNTY-  KY/LINCOLN
 GZ0782  USGS QUAD   -  EUBANK (1976)
 GZ0782
 GZ0782                         *CURRENT SURVEY CONTROL
 GZ0782  ___________________________________________________________________
 GZ0782* NAD 83(1986)-  37 19 48.     (N)    084 40 18.     (W)     SCALED    
 GZ0782* NAVD 88     -       369.346  (meters)    1211.76   (feet)  ADJUSTED  
 GZ0782  ___________________________________________________________________
 GZ0782  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GZ0782  DYNAMIC HT  -         369.054 (meters)    1210.80  (feet)  COMP
 GZ0782  MODELED GRAV-     979,828.6   (mgal)                       NAVD 88
 GZ0782
 GZ0782  VERT ORDER  -  FIRST     CLASS II
 GZ0782
 GZ0782.The horizontal coordinates were scaled from a topographic map and have
 GZ0782.an estimated accuracy of +/- 6 seconds.
 GZ0782
 GZ0782.The orthometric height was determined by differential leveling
 GZ0782.and adjusted by the National Geodetic Survey in June 1991..
 GZ0782.WARNING-Repeat measurements at this control monument indicate possible
 GZ0782.vertical movement.
 GZ0782
 GZ0782.The geoid height was determined by GEOID03.
 GZ0782
 GZ0782.The dynamic height is computed by dividing the NAVD 88
 GZ0782.geopotential number by the normal gravity value computed on the
 GZ0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0782.degrees latitude (g = 980.6199 gals.).
 GZ0782
 GZ0782.The modeled gravity was interpolated from observed gravity values.
 GZ0782
 GZ0782;                    North         East    Units  Estimated Accuracy
 GZ0782;SPC KY1Z     - 1,111,170.    1,595,560.      MT  (+/- 180 meters Scaled)
 GZ0782
 GZ0782                          SUPERSEDED SURVEY CONTROL
 GZ0782
 GZ0782  NGVD 29 (??/??/92)  369.480  (m)         1212.20   (f) ADJ UNCH    1 2
 GZ0782
 GZ0782.Superseded values are not recommended for survey control.
 GZ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0782.See file dsdata.txt to determine how the superseded data were derived.
 GZ0782
 GZ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG062340(NAD 83)
 GZ0782_MARKER: Q = CHISELED SQUARE
 GZ0782_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0782_SP_SET: COPING STONE
 GZ0782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0782+STABILITY: POSITION/ELEVATION WELL
 GZ0782
 GZ0782  HISTORY     - Date     Condition        Report By
 GZ0782  HISTORY     - UNK      MONUMENTED       CGS
 GZ0782  HISTORY     - 1950     GOOD             NGS
 GZ0782  HISTORY     - 1958     GOOD             NGS
 GZ0782  HISTORY     - 1984     MARK NOT FOUND   NGS
 GZ0782
 GZ0782                          STATION DESCRIPTION
 GZ0782
 GZ0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0782'3.2 MI S FROM KINGS MOUNTAIN.
 GZ0782'ABOUT 3.25 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ0782'STATION AT KINGS MOUNTAIN, ABOUT 340 YARDS SOUTH OF THE STATION
 GZ0782'AT WAYNESBURG, ABOUT 270 YARDS SOUTH OF A ROAD CROSSING, THE
 GZ0782'BOTTOM OF A SQUARE CUT IN THE TOP OF THE NORTH END OF THE COPING
 GZ0782'OF A 2-FOOT STONE CULVERT, 7 1/2 INCHES SOUTH OF THE NORTH END OF
 GZ0782'THE COPING, 7 1/2 INCHES EAST OF THE WEST EDGE OF THE COPING STONE,
 GZ0782'12 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, ABOUT 6 FEET
 GZ0782'BELOW THE TRACK AND SURROUNDED BY THE LETTERS U.S.C. AND G.S. CUT
 GZ0782'IN STONE.
 GZ0782
 GZ0782                          STATION RECOVERY (1958)
 GZ0782
 GZ0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0782'RECOVERED IN GOOD CONDITION.
 GZ0782
 GZ0782                          STATION RECOVERY (1984)
 GZ0782
 GZ0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ0782'NOT RECOVERED, A CULVERT IS NO LONGER AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0431 ***********************************************************************
 GD0431  DESIGNATION -  A 20
 GD0431  PID         -  GD0431
 GD0431  STATE/COUNTY-  KY/GRAVES
 GD0431  USGS QUAD   -  WATER VALLEY (1981)
 GD0431
 GD0431                         *CURRENT SURVEY CONTROL
 GD0431  ___________________________________________________________________
 GD0431* NAD 83(1986)-  36 33 01.     (N)    088 47 25.     (W)     SCALED    
 GD0431* NAVD 88     -       136.662  (meters)     448.37   (feet)  ADJUSTED  
 GD0431  ___________________________________________________________________
 GD0431  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GD0431  DYNAMIC HT  -         136.554 (meters)     448.01  (feet)  COMP
 GD0431  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 GD0431
 GD0431  VERT ORDER  -  SECOND    CLASS 0
 GD0431
 GD0431.The horizontal coordinates were scaled from a topographic map and have
 GD0431.an estimated accuracy of +/- 6 seconds.
 GD0431
 GD0431.The orthometric height was determined by differential leveling
 GD0431.and adjusted by the National Geodetic Survey in June 1991..
 GD0431
 GD0431.The geoid height was determined by GEOID03.
 GD0431
 GD0431.The dynamic height is computed by dividing the NAVD 88
 GD0431.geopotential number by the normal gravity value computed on the
 GD0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0431.degrees latitude (g = 980.6199 gals.).
 GD0431
 GD0431.The modeled gravity was interpolated from observed gravity values.
 GD0431
 GD0431;                    North         East    Units  Estimated Accuracy
 GD0431;SPC KY1Z     - 1,028,510.    1,227,800.      MT  (+/- 180 meters Scaled)
 GD0431
 GD0431                          SUPERSEDED SURVEY CONTROL
 GD0431
 GD0431  NGVD 29 (??/??/??)  136.649  (m)          448.32   (f) ADJUSTED    2 0
 GD0431
 GD0431.Superseded values are not recommended for survey control.
 GD0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0431.See file dsdata.txt to determine how the superseded data were derived.
 GD0431
 GD0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF397464(NAD 83)
 GD0431_MARKER: DB = BENCH MARK DISK
 GD0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0431_STAMPING: A 20 1934
 GD0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0431+STABILITY: SURFACE MOTION
 GD0431
 GD0431  HISTORY     - Date     Condition        Report By
 GD0431  HISTORY     - 1934     MONUMENTED       CGS
 GD0431  HISTORY     - 20020817 MARK NOT FOUND   USACE
 GD0431
 GD0431                          STATION DESCRIPTION
 GD0431
 GD0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GD0431'1.8 MI E FROM WATER VALLEY.
 GD0431'ABOUT 1-3/4 MILES EAST ALONG STATE HIGHWAY 94 FROM WATER VALLEY,
 GD0431'GRAVES COUNTY, ABOUT 100 YARDS NORTHEAST OF A SCHOOLHOUSE AT
 GD0431'THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, IN THE YARD OF
 GD0431'THE BEN SCOTT FARM, 12 YARDS NORTH OF THE CENTERLINE OF THE
 GD0431'HIGHWAY, 11 YARDS EAST OF THE EAST LINE OF THE HOUSE, AND 2
 GD0431'YARDS EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED A 20
 GD0431'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GD0431
 GD0431                          STATION RECOVERY (2002)
 GD0431
 GD0431'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0431'ALL REFERENCES GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0483 ***********************************************************************
 GZ0483  DESIGNATION -  A 200
 GZ0483  PID         -  GZ0483
 GZ0483  STATE/COUNTY-  KY/LAUREL
 GZ0483  USGS QUAD   -  LONDON SW (1979)
 GZ0483
 GZ0483                         *CURRENT SURVEY CONTROL
 GZ0483  ___________________________________________________________________
 GZ0483* NAD 83(1986)-  37 05 57.     (N)    084 13 27.     (W)     SCALED    
 GZ0483* NAVD 88     -       291.469  (meters)     956.26   (feet)  ADJUSTED  
 GZ0483  ___________________________________________________________________
 GZ0483  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GZ0483  DYNAMIC HT  -         291.243 (meters)     955.52  (feet)  COMP
 GZ0483  MODELED GRAV-     979,848.4   (mgal)                       NAVD 88
 GZ0483
 GZ0483  VERT ORDER  -  SECOND    CLASS 0
 GZ0483
 GZ0483.The horizontal coordinates were scaled from a topographic map and have
 GZ0483.an estimated accuracy of +/- 6 seconds.
 GZ0483
 GZ0483.The orthometric height was determined by differential leveling
 GZ0483.and adjusted by the National Geodetic Survey in June 1991..
 GZ0483
 GZ0483.The geoid height was determined by GEOID03.
 GZ0483
 GZ0483.The dynamic height is computed by dividing the NAVD 88
 GZ0483.geopotential number by the normal gravity value computed on the
 GZ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0483.degrees latitude (g = 980.6199 gals.).
 GZ0483
 GZ0483.The modeled gravity was interpolated from observed gravity values.
 GZ0483
 GZ0483;                    North         East    Units  Estimated Accuracy
 GZ0483;SPC KY1Z     - 1,086,110.    1,635,630.      MT  (+/- 180 meters Scaled)
 GZ0483
 GZ0483                          SUPERSEDED SURVEY CONTROL
 GZ0483
 GZ0483  NGVD 29 (??/??/92)  291.628  (m)          956.78   (f) ADJ UNCH    2 0
 GZ0483
 GZ0483.Superseded values are not recommended for survey control.
 GZ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0483.See file dsdata.txt to determine how the superseded data were derived.
 GZ0483
 GZ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG466094(NAD 83)
 GZ0483_MARKER: DB = BENCH MARK DISK
 GZ0483_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0483_SP_SET: ROCK OUTCROP
 GZ0483_STAMPING: A 200 1950 956.783
 GZ0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0483+STABILITY: POSITION/ELEVATION WELL
 GZ0483
 GZ0483  HISTORY     - Date     Condition        Report By
 GZ0483  HISTORY     - 1950     MONUMENTED       CGS
 GZ0483  HISTORY     - 1958     GOOD             NGS
 GZ0483
 GZ0483                          STATION DESCRIPTION
 GZ0483
 GZ0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0483'0.8 MI NE FROM BUNCH.
 GZ0483'ABOUT 0.8 MILE NORTHEAST ALONG A ROUGH ROCKY DIRT ROAD FROM
 GZ0483'THE CROSSROADS AND DOG PATCH SCHOOL AT BUNCH, ABOUT 0.1 MILE
 GZ0483'NORTHEAST OF A WOODEN BRIDGE OVER SINKING CREEK, ABOUT 0.7
 GZ0483'MILE SOUTHWEST OF THE JUNCTION OF A ROAD LEADING NORTHWEST, ON
 GZ0483'THE SOUTHWEST SLOPE OF A LONG ROUGH CROOKED HILL DESCENDING
 GZ0483'TO SINKING CREEK, AT THE JUNCTION OF A DIM ROAD WEST, 33 FEET
 GZ0483'EAST OF THE CENTER LINE OF ROAD AT JUNCTION, 16 1/2 FEET
 GZ0483'SOUTHEAST OF A 14-INCH POPLAR TREE, ABOUT 50 YARDS SOUTHEAST
 GZ0483'AND ACROSS ROAD FROM A HIGH VERTICAL FACE OF ROCK, SET IN
 GZ0483'THE TOP OF A FLAT OUTCROP OF ROCK AND ABOUT LEVEL WITH THE ROAD.
 GZ0483'NOTE-- MARK MAY BE REACHED FROM THE SWISS COLONY BAPTIST CHURCH
 GZ0483'AT BERNSTADT BY GOING ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY
 GZ0483'80, THENCE ABOUT 4.35 MILES SOUTHWEST ALONG A PROMINENT GRAVEL
 GZ0483'ROAD, THENCE ABOUT 0.95 MILE SOUTHWEST ALONG A DIRT ROAD LEADING
 GZ0483'TO BUNCH.
 GZ0483
 GZ0483                          STATION RECOVERY (1958)
 GZ0483
 GZ0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0263 ***********************************************************************
 GZ0263  DESIGNATION -  A 201
 GZ0263  PID         -  GZ0263
 GZ0263  STATE/COUNTY-  KY/LAUREL
 GZ0263  USGS QUAD   -  LILY (1970)
 GZ0263
 GZ0263                         *CURRENT SURVEY CONTROL
 GZ0263  ___________________________________________________________________
 GZ0263* NAD 83(1986)-  37 01 56.     (N)    084 03 51.     (W)     SCALED    
 GZ0263* NAVD 88     -       341.380  (meters)    1120.01   (feet)  ADJUSTED  
 GZ0263  ___________________________________________________________________
 GZ0263  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 GZ0263  DYNAMIC HT  -         341.107 (meters)    1119.12  (feet)  COMP
 GZ0263  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 GZ0263
 GZ0263  VERT ORDER  -  SECOND    CLASS 0
 GZ0263
 GZ0263.The horizontal coordinates were scaled from a topographic map and have
 GZ0263.an estimated accuracy of +/- 6 seconds.
 GZ0263
 GZ0263.The orthometric height was determined by differential leveling
 GZ0263.and adjusted by the National Geodetic Survey in June 1991..
 GZ0263
 GZ0263.The geoid height was determined by GEOID03.
 GZ0263
 GZ0263.The dynamic height is computed by dividing the NAVD 88
 GZ0263.geopotential number by the normal gravity value computed on the
 GZ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0263.degrees latitude (g = 980.6199 gals.).
 GZ0263
 GZ0263.The modeled gravity was interpolated from observed gravity values.
 GZ0263
 GZ0263;                    North         East    Units  Estimated Accuracy
 GZ0263;SPC KY1Z     - 1,078,920.    1,649,990.      MT  (+/- 180 meters Scaled)
 GZ0263
 GZ0263                          SUPERSEDED SURVEY CONTROL
 GZ0263
 GZ0263  NGVD 29 (??/??/92)  341.530  (m)         1120.50   (f) ADJ UNCH    2 0
 GZ0263
 GZ0263.Superseded values are not recommended for survey control.
 GZ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0263.See file dsdata.txt to determine how the superseded data were derived.
 GZ0263
 GZ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG611024(NAD 83)
 GZ0263_MARKER: DB = BENCH MARK DISK
 GZ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0263_STAMPING: A 201 1950 1120.503
 GZ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0263+STABILITY: SURFACE MOTION
 GZ0263
 GZ0263  HISTORY     - Date     Condition        Report By
 GZ0263  HISTORY     - 1950     MONUMENTED       CGS
 GZ0263  HISTORY     - 1958     GOOD             NGS
 GZ0263
 GZ0263                          STATION DESCRIPTION
 GZ0263
 GZ0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0263'0.8 MI N FROM LILY.
 GZ0263'ABOUT 0.8 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0263'FROM THE FLAG STATION AT LILY, AT A GRAVEL ROAD CROSSING, 39
 GZ0263'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 97 FEET NORTHEAST OF THE
 GZ0263'CENTER LINE OF THE ROAD, 6 1/2 FEET SOUTHEAST OF THE FIRST
 GZ0263'TELEPHONE POLE NORTHEAST OF ROAD CROSSING, 43 FEET SOUTHWEST OF A
 GZ0263'FENCE CORNER, 1 FOOT NORTHWEST OF A FENCE LINE, ABOUT 4 FEET
 GZ0263'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ0263'2 INCHES.
 GZ0263
 GZ0263                          STATION RECOVERY (1958)
 GZ0263
 GZ0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0385 ***********************************************************************
 GB0385  DESIGNATION -  A 202
 GB0385  PID         -  GB0385
 GB0385  STATE/COUNTY-  KY/LAUREL
 GB0385  USGS QUAD   -  SAWYER (1981)
 GB0385
 GB0385                         *CURRENT SURVEY CONTROL
 GB0385  ___________________________________________________________________
 GB0385* NAD 83(1986)-  36 56 43.     (N)    084 21 08.     (W)     SCALED    
 GB0385* NAVD 88     -       342.880  (meters)    1124.93   (feet)  ADJUSTED  
 GB0385  ___________________________________________________________________
 GB0385  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB0385  DYNAMIC HT  -         342.612 (meters)    1124.05  (feet)  COMP
 GB0385  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 GB0385
 GB0385  VERT ORDER  -  SECOND    CLASS 0
 GB0385
 GB0385.The horizontal coordinates were scaled from a topographic map and have
 GB0385.an estimated accuracy of +/- 6 seconds.
 GB0385
 GB0385.The orthometric height was determined by differential leveling
 GB0385.and adjusted by the National Geodetic Survey in June 1991..
 GB0385
 GB0385.The geoid height was determined by GEOID03.
 GB0385
 GB0385.The dynamic height is computed by dividing the NAVD 88
 GB0385.geopotential number by the normal gravity value computed on the
 GB0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0385.degrees latitude (g = 980.6199 gals.).
 GB0385
 GB0385.The modeled gravity was interpolated from observed gravity values.
 GB0385
 GB0385;                    North         East    Units  Estimated Accuracy
 GB0385;SPC KY1Z     - 1,068,850.    1,624,510.      MT  (+/- 180 meters Scaled)
 GB0385
 GB0385                          SUPERSEDED SURVEY CONTROL
 GB0385
 GB0385  NGVD 29 (??/??/92)  343.039  (m)         1125.45   (f) ADJ UNCH    2 0
 GB0385
 GB0385.Superseded values are not recommended for survey control.
 GB0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0385.See file dsdata.txt to determine how the superseded data were derived.
 GB0385
 GB0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF357920(NAD 83)
 GB0385_MARKER: DB = BENCH MARK DISK
 GB0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0385_STAMPING: A 202 1950 1125.454
 GB0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0385+STABILITY: SURFACE MOTION
 GB0385
 GB0385  HISTORY     - Date     Condition        Report By
 GB0385  HISTORY     - 1950     MONUMENTED       CGS
 GB0385  HISTORY     - 1958     GOOD             NGS
 GB0385
 GB0385                          STATION DESCRIPTION
 GB0385
 GB0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0385'22.3 MI SW FROM LONDON.
 GB0385'ABOUT 15.75 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE
 GB0385'COURT HOUSE AT LONDON, THENCE ABOUT 5.45 MILES SOUTHWEST ALONG
 GB0385'ROCKCULMA ROAD, THENCE ABOUT 1.1 MILES SOUTH AND SOUTHWEST ALONG
 GB0385'A DIRT ROAD FOLLOWING FOREST SERVICE TELEPHONE LINE, AT THE TOP
 GB0385'OF A LONG CROOKED HILL DECENDING SOUTH TO CUMBERLAND RIVER, AT
 GB0385'THE JUNCTION OF A DIM ROAD NORTH, 23 FEET NORTH OF THE CENTER LINE
 GB0385'OF THE ROAD, 29 FEET NORTHEAST OF THE CENTER OF THE JUNCTION
 GB0385'OF ROADS, 12 1/2 FEET WEST OF A TWIN 6-INCH MAPLE TREE, 27 FEET
 GB0385'EAST OF A 24-INCH PINE TREE, 46 1/2 FEET NORTH AND ACROSS ROAD
 GB0385'FROM A 14-INCH TRIANGULAR BLAZED OAK TREE, ABOUT 1 FOOT BELOW
 GB0385'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 GB0385'INCHES.  NOTE-- THE MARK IS ALSO ACROSS THE ROAD FROM A 16-INCH
 GB0385'OAK TREE WITH A TRIANGULAR BLAZE.
 GB0385
 GB0385                          STATION RECOVERY (1958)
 GB0385
 GB0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE5437 ***********************************************************************
 AE5437  DESIGNATION -  A 203 RESET
 AE5437  PID         -  AE5437
 AE5437  STATE/COUNTY-  KY/WHITLEY
 AE5437  USGS QUAD   -  VOX (1982)
 AE5437
 AE5437                         *CURRENT SURVEY CONTROL
 AE5437  ___________________________________________________________________
 AE5437* NAD 83(1986)-  36 54 05.     (N)    084 10 16.     (W)     SCALED    
 AE5437* NAVD 88     -       340.78   (meters)    1118.0    (feet)  RESET     
 AE5437  ___________________________________________________________________
 AE5437  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AE5437
 AE5437  VERT ORDER  -  THIRD
 AE5437
 AE5437.The horizontal coordinates were scaled from a topographic map and have
 AE5437.an estimated accuracy of +/- 6 seconds.
 AE5437
 AE5437.The orthometric height was computed from unverified reset data.
 AE5437
 AE5437.The geoid height was determined by GEOID03.
 AE5437
 AE5437;                    North         East    Units  Estimated Accuracy
 AE5437;SPC KY1Z     - 1,064,240.    1,640,720.      MT  (+/- 180 meters Scaled)
 AE5437
 AE5437                          SUPERSEDED SURVEY CONTROL
 AE5437
 AE5437.No superseded survey control is available for this station.
 AE5437
 AE5437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF520876(NAD 83)
 AE5437_MARKER: DV = VERTICAL CONTROL DISK
 AE5437_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AE5437_SP_SET: BRIDGE WINGWALL
 AE5437_STAMPING: A 203 1950 RESET 1993
 AE5437_MARK LOGO: NGS   
 AE5437_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5437
 AE5437  HISTORY     - Date     Condition        Report By
 AE5437  HISTORY     - 1993     MONUMENTED       KYDT
 AE5437
 AE5437                          STATION DESCRIPTION
 AE5437
 AE5437'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RDH)
 AE5437'2.5 MILES (4.0 KM) SOUTHWEST ALONG US 25 W FROM CORBIN/US 25 W
 AE5437'INTERCHANGE ON I 75 (EXIT 25) WHICH IS 3 MILES (4.8 KM) SOUTHWEST OF
 AE5437'CORBIN, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF THE SOUTHWEST
 AE5437'ABUTMENT OF A 42 FOOT (12.8 M) CONCRETE BRIDGE OVER LITTLE SPRUCE
 AE5437'CREEK, 20.3 FEET (6.2 M) SOUTHEAST OF CENTERLINE OF ROAD, ABOUT 0.5
 AE5437'FEET (15.2 CM) ABOVE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2633 ***********************************************************************
 GY2633  DESIGNATION -  A 204
 GY2633  PID         -  GY2633
 GY2633  STATE/COUNTY-  KY/LAUREL
 GY2633  USGS QUAD   -  BLACKWATER (1979)
 GY2633
 GY2633                         *CURRENT SURVEY CONTROL
 GY2633  ___________________________________________________________________
 GY2633* NAD 83(1986)-  37 00 18.     (N)    083 58 12.     (W)     SCALED    
 GY2633* NAVD 88     -       347.447  (meters)    1139.92   (feet)  ADJUSTED  
 GY2633  ___________________________________________________________________
 GY2633  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GY2633  DYNAMIC HT  -         347.164 (meters)    1138.99  (feet)  COMP
 GY2633  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 GY2633
 GY2633  VERT ORDER  -  SECOND    CLASS 0
 GY2633
 GY2633.The horizontal coordinates were scaled from a topographic map and have
 GY2633.an estimated accuracy of +/- 6 seconds.
 GY2633
 GY2633.The orthometric height was determined by differential leveling
 GY2633.and adjusted by the National Geodetic Survey in June 1991..
 GY2633
 GY2633.The geoid height was determined by GEOID03.
 GY2633
 GY2633.The dynamic height is computed by dividing the NAVD 88
 GY2633.geopotential number by the normal gravity value computed on the
 GY2633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2633.degrees latitude (g = 980.6199 gals.).
 GY2633
 GY2633.The modeled gravity was interpolated from observed gravity values.
 GY2633
 GY2633;                    North         East    Units  Estimated Accuracy
 GY2633;SPC KY1Z     - 1,076,060.    1,658,420.      MT  (+/- 180 meters Scaled)
 GY2633
 GY2633                          SUPERSEDED SURVEY CONTROL
 GY2633
 GY2633  NGVD 29 (??/??/92)  347.601  (m)         1140.42   (f) ADJ UNCH    2 0
 GY2633
 GY2633.Superseded values are not recommended for survey control.
 GY2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2633.See file dsdata.txt to determine how the superseded data were derived.
 GY2633
 GY2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA357995(NAD 83)
 GY2633_MARKER: DB = BENCH MARK DISK
 GY2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2633_STAMPING: A 204 1950 1140.421
 GY2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2633+STABILITY: SURFACE MOTION
 GY2633
 GY2633  HISTORY     - Date     Condition        Report By
 GY2633  HISTORY     - 1950     MONUMENTED       CGS
 GY2633  HISTORY     - 1957     GOOD             NGS
 GY2633
 GY2633                          STATION DESCRIPTION
 GY2633
 GY2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2633'6.4 MI NE FROM GRAYS.
 GY2633'ABOUT 3.85 MILES NORTH ALONG A DIRT ROAD FROM THE METHODIST
 GY2633'CHURCH AT GRAYS, THENCE ABOUT 2.55 MILES NORTHEAST ALONG A
 GY2633'GRAVEL ROAD, ABOUT 0.2 MILE WET OF A CROSSROAD, ABOUT 0.1 MILE
 GY2633'EAST OF A BRIDGE OVER ROBINSON CREEK, AT THE FLETCHER POST
 GY2633'OFFICE, 70 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 40
 GY2633'FEET NORTH OF THE NORTHEAST CORNER OF POST OFFICE, 36 FEET WEST
 GY2633'OF A POWER POLE, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE, 10 FEET
 GY2633'NORTH OF THE NORTHWEST END OF A WOODEN CULVERT UNDER ROAD, ABOUT
 GY2633'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2633'3 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE LOUISVILLE AND
 GY2633'NASHVILLE RAILROAD STATION AT FARISTON, BY GOING ABOUT 1.55
 GY2633'MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 5.6 MILES
 GY2633'SOUTHEAST ALONG STATE HIGHWAY 229, THENCE ABOUT 1.85 MILES
 GY2633'SOUTHWEST ALONG A GRAVEL ROAD.
 GY2633
 GY2633                          STATION RECOVERY (1957)
 GY2633
 GY2633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0361 ***********************************************************************
 GB0361  DESIGNATION -  A 205
 GB0361  PID         -  GB0361
 GB0361  STATE/COUNTY-  KY/WHITLEY
 GB0361  USGS QUAD   -  CUMBERLAND FALLS (1981)
 GB0361
 GB0361                         *CURRENT SURVEY CONTROL
 GB0361  ___________________________________________________________________
 GB0361* NAD 83(1986)-  36 50 18.     (N)    084 16 19.     (W)     SCALED    
 GB0361* NAVD 88     -       368.723  (meters)    1209.72   (feet)  ADJUSTED  
 GB0361  ___________________________________________________________________
 GB0361  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB0361  DYNAMIC HT  -         368.427 (meters)    1208.75  (feet)  COMP
 GB0361  MODELED GRAV-     979,818.6   (mgal)                       NAVD 88
 GB0361
 GB0361  VERT ORDER  -  SECOND    CLASS 0
 GB0361
 GB0361.The horizontal coordinates were scaled from a topographic map and have
 GB0361.an estimated accuracy of +/- 6 seconds.
 GB0361
 GB0361.The orthometric height was determined by differential leveling
 GB0361.and adjusted by the National Geodetic Survey in June 1991..
 GB0361
 GB0361.The geoid height was determined by GEOID03.
 GB0361
 GB0361.The dynamic height is computed by dividing the NAVD 88
 GB0361.geopotential number by the normal gravity value computed on the
 GB0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0361.degrees latitude (g = 980.6199 gals.).
 GB0361
 GB0361.The modeled gravity was interpolated from observed gravity values.
 GB0361
 GB0361;                    North         East    Units  Estimated Accuracy
 GB0361;SPC KY1Z     - 1,057,090.    1,631,850.      MT  (+/- 180 meters Scaled)
 GB0361
 GB0361                          SUPERSEDED SURVEY CONTROL
 GB0361
 GB0361  NGVD 29 (??/??/92)  368.876  (m)         1210.22   (f) ADJ UNCH    2 0
 GB0361
 GB0361.Superseded values are not recommended for survey control.
 GB0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0361.See file dsdata.txt to determine how the superseded data were derived.
 GB0361
 GB0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF432804(NAD 83)
 GB0361_MARKER: DB = BENCH MARK DISK
 GB0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0361_STAMPING: A 205 1950 1210.221
 GB0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0361+STABILITY: SURFACE MOTION
 GB0361
 GB0361  HISTORY     - Date     Condition        Report By
 GB0361  HISTORY     - 1950     MONUMENTED       CGS
 GB0361  HISTORY     - 1957     GOOD             NGS
 GB0361
 GB0361                          STATION DESCRIPTION
 GB0361
 GB0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0361'5.1 MI E FROM CUMBERLAND FALLS.
 GB0361'ABOUT 5.1 MILES EAST ALONG STATE HIGHWAY 90 FROM THE EAST FERRY
 GB0361'LANDING ON CUMBERLAND RIVER AT CUMBERLAND FALLS, ABOUT 0.4 MILE
 GB0361'WEST OF THE ENTRANCE TO THE CUMBERLAND NATIONAL FOREST, ABOUT 0.55
 GB0361'MILE EAST OF HOWARDS MOTEL, ON THE OUTSIDE AND AT THE WEST END OF
 GB0361'A CURVE WITH TANGENTS EXTENDING WEST AND NORTHEAST AND AT
 GB0361'THE JUNCTION OF A DIM ROAD SOUTHEAST, 43 FEET SOUTH OF THE CENTER
 GB0361'LINE OF THE HIGHWAY, 12 FEET NORTHEAST OF THE CENTER LINE OF THE
 GB0361'DIM ROAD, 22 FEET SOUTHWEST OF A 20-INCH HICKORY TREE, ABOUT
 GB0361'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB0361'PROJECTING 3 INCHES.
 GB0361
 GB0361                          STATION RECOVERY (1957)
 GB0361
 GB0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2958 ***********************************************************************
 GA2958  DESIGNATION -  A 207
 GA2958  PID         -  GA2958
 GA2958  STATE/COUNTY-  KY/BELL
 GA2958  USGS QUAD   -  ARTEMUS (1974)
 GA2958
 GA2958                         *CURRENT SURVEY CONTROL
 GA2958  ___________________________________________________________________
 GA2958* NAD 83(1986)-  36 45 56.     (N)    083 46 33.     (W)     SCALED    
 GA2958* NAVD 88     -       306.993  (meters)    1007.19   (feet)  ADJUSTED  
 GA2958  ___________________________________________________________________
 GA2958  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GA2958  DYNAMIC HT  -         306.733 (meters)    1006.34  (feet)  COMP
 GA2958  MODELED GRAV-     979,777.8   (mgal)                       NAVD 88
 GA2958
 GA2958  VERT ORDER  -  SECOND    CLASS 0
 GA2958
 GA2958.The horizontal coordinates were scaled from a topographic map and have
 GA2958.an estimated accuracy of +/- 6 seconds.
 GA2958
 GA2958.The orthometric height was determined by differential leveling
 GA2958.and adjusted by the National Geodetic Survey in June 1991..
 GA2958
 GA2958.The geoid height was determined by GEOID03.
 GA2958
 GA2958.The dynamic height is computed by dividing the NAVD 88
 GA2958.geopotential number by the normal gravity value computed on the
 GA2958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2958.degrees latitude (g = 980.6199 gals.).
 GA2958
 GA2958.The modeled gravity was interpolated from observed gravity values.
 GA2958
 GA2958;                    North         East    Units  Estimated Accuracy
 GA2958;SPC KY1Z     - 1,049,840.    1,676,270.      MT  (+/- 180 meters Scaled)
 GA2958
 GA2958                          SUPERSEDED SURVEY CONTROL
 GA2958
 GA2958  NGVD 29 (??/??/92)  307.143  (m)         1007.68   (f) ADJ UNCH    2 0
 GA2958
 GA2958.Superseded values are not recommended for survey control.
 GA2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2958.See file dsdata.txt to determine how the superseded data were derived.
 GA2958
 GA2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA522724(NAD 83)
 GA2958_MARKER: DB = BENCH MARK DISK
 GA2958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2958_SP_SET: CULVERT
 GA2958_STAMPING: A 207 1950 1007.685
 GA2958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2958+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2958
 GA2958  HISTORY     - Date     Condition        Report By
 GA2958  HISTORY     - 1950     MONUMENTED       CGS
 GA2958  HISTORY     - 1975     GOOD             NGS
 GA2958  HISTORY     - 20020806 GOOD             KYDT
 GA2958
 GA2958                          STATION DESCRIPTION
 GA2958
 GA2958'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2958'2.9 MI NE FROM INGRAM.
 GA2958'2.9 MILES NORTHEAST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 GA2958'AT INGRAM, ABOUT 0.4 MILE NORTHEAST OF THE CROSSING OF A POWER
 GA2958'TRANSMISSION LINE, ABOUT 0.7 MILE NORTHEAST OF THE JUNCTION OF A
 GA2958'ROAD NORTHWEST TO A CHURCH AND SCHOOL, SET IN THE TOP OF THE
 GA2958'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 3-FOOT CONCRETE
 GA2958'CULVERT, 17 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 21
 GA2958'FEET NORTHEAST OF THE CENTER LINE OF A DRIVE SOUTHEAST AND ABOUT
 GA2958'1/2 FOOT BELOW THE ROAD.
 GA2958
 GA2958                          STATION RECOVERY (1975)
 GA2958
 GA2958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2958'RECOVERED IN GOOD CONDITION.
 GA2958
 GA2958                          STATION RECOVERY (2002)
 GA2958
 GA2958'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2975 ***********************************************************************
 GA2975  DESIGNATION -  A 208
 GA2975  PID         -  GA2975
 GA2975  STATE/COUNTY-  KY/WHITLEY
 GA2975  USGS QUAD   -  BARBOURVILLE (1974)
 GA2975
 GA2975                         *CURRENT SURVEY CONTROL
 GA2975  ___________________________________________________________________
 GA2975* NAD 83(1986)-  36 45 05.     (N)    083 58 23.     (W)     SCALED    
 GA2975* NAVD 88     -       314.196  (meters)    1030.82   (feet)  ADJUSTED  
 GA2975  ___________________________________________________________________
 GA2975  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GA2975  DYNAMIC HT  -         313.931 (meters)    1029.96  (feet)  COMP
 GA2975  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 GA2975
 GA2975  VERT ORDER  -  SECOND    CLASS 0
 GA2975
 GA2975.The horizontal coordinates were scaled from a topographic map and have
 GA2975.an estimated accuracy of +/- 6 seconds.
 GA2975
 GA2975.The orthometric height was determined by differential leveling
 GA2975.and adjusted by the National Geodetic Survey in June 1991..
 GA2975
 GA2975.The geoid height was determined by GEOID03.
 GA2975
 GA2975.The dynamic height is computed by dividing the NAVD 88
 GA2975.geopotential number by the normal gravity value computed on the
 GA2975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2975.degrees latitude (g = 980.6199 gals.).
 GA2975
 GA2975.The modeled gravity was interpolated from observed gravity values.
 GA2975
 GA2975;                    North         East    Units  Estimated Accuracy
 GA2975;SPC KY1Z     - 1,047,910.    1,658,690.      MT  (+/- 180 meters Scaled)
 GA2975
 GA2975                          SUPERSEDED SURVEY CONTROL
 GA2975
 GA2975  NGVD 29 (??/??/92)  314.346  (m)         1031.32   (f) ADJ UNCH    2 0
 GA2975
 GA2975.Superseded values are not recommended for survey control.
 GA2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2975.See file dsdata.txt to determine how the superseded data were derived.
 GA2975
 GA2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA345714(NAD 83)
 GA2975_MARKER: DB = BENCH MARK DISK
 GA2975_SETTING: 66 = SET IN ROCK OUTCROP
 GA2975_SP_SET: OUTCROP
 GA2975_STAMPING: A 208 1950 1031.317
 GA2975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2975+STABILITY: POSITION/ELEVATION WELL
 GA2975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2975+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2975
 GA2975  HISTORY     - Date     Condition        Report By
 GA2975  HISTORY     - 1950     MONUMENTED       CGS
 GA2975  HISTORY     - 1957     GOOD             NGS
 GA2975  HISTORY     - 20020806 GOOD             KYDT
 GA2975
 GA2975                          STATION DESCRIPTION
 GA2975
 GA2975'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2975'0.5 MI S FROM GAUSDALE.
 GA2975'0.5 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 GA2975'GUASDALE, ABOUT 0.3 MILE NORTHWEST OF A CEMETERY, ABOUT 0.3 MILE
 GA2975'SOUTHEAST OF THE TOP OF A GRADE, ABOUT 50 YARDS NORTHWEST OF THE
 GA2975'SOUTHEAST END OF A CUT, SET VERTICALLY IN THE FACE OF A 14-FOOT
 GA2975'HIGH ROCK IN ROCK CUT, 18 FEET SOUTHWEST OF THE CENTER LINE OF
 GA2975'THE HIGHWAY AND ABOUT 4 1/2 FEET ABOVE THE HIGHWAY.
 GA2975
 GA2975                          STATION RECOVERY (1957)
 GA2975
 GA2975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2975'RECOVERED IN GOOD CONDITION.
 GA2975
 GA2975                          STATION RECOVERY (2002)
 GA2975
 GA2975'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2975'MARK IS ABOUT 200 FEET WEST OF SINGLE STORY WHITE FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2922 ***********************************************************************
 GA2922  DESIGNATION -  A 209
 GA2922  PID         -  GA2922
 GA2922  STATE/COUNTY-  KY/KNOX
 GA2922  USGS QUAD   -  FRAKES (1952)
 GA2922
 GA2922                         *CURRENT SURVEY CONTROL
 GA2922  ___________________________________________________________________
 GA2922* NAD 83(1986)-  36 44 33.     (N)    083 55 42.     (W)     SCALED    
 GA2922* NAVD 88     -       314.704  (meters)    1032.49   (feet)  ADJUSTED  
 GA2922  ___________________________________________________________________
 GA2922  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GA2922  DYNAMIC HT  -         314.437 (meters)    1031.62  (feet)  COMP
 GA2922  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 GA2922
 GA2922  VERT ORDER  -  SECOND    CLASS 0
 GA2922
 GA2922.The horizontal coordinates were scaled from a topographic map and have
 GA2922.an estimated accuracy of +/- 6 seconds.
 GA2922
 GA2922.The orthometric height was determined by differential leveling
 GA2922.and adjusted by the National Geodetic Survey in June 1991..
 GA2922
 GA2922.The geoid height was determined by GEOID03.
 GA2922
 GA2922.The dynamic height is computed by dividing the NAVD 88
 GA2922.geopotential number by the normal gravity value computed on the
 GA2922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2922.degrees latitude (g = 980.6199 gals.).
 GA2922
 GA2922.The modeled gravity was interpolated from observed gravity values.
 GA2922
 GA2922;                    North         East    Units  Estimated Accuracy
 GA2922;SPC KY1Z     - 1,047,000.    1,662,700.      MT  (+/- 180 meters Scaled)
 GA2922
 GA2922                          SUPERSEDED SURVEY CONTROL
 GA2922
 GA2922  NGVD 29 (??/??/92)  314.852  (m)         1032.98   (f) ADJ UNCH    2 0
 GA2922
 GA2922.Superseded values are not recommended for survey control.
 GA2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2922.See file dsdata.txt to determine how the superseded data were derived.
 GA2922
 GA2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA385703(NAD 83)
 GA2922_MARKER: DB = BENCH MARK DISK
 GA2922_SETTING: 66 = SET IN ROCK OUTCROP
 GA2922_SP_SET: OUTCROP
 GA2922_STAMPING: A 209 1951
 GA2922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2922+STABILITY: POSITION/ELEVATION WELL
 GA2922
 GA2922  HISTORY     - Date     Condition        Report By
 GA2922  HISTORY     - 1951     MONUMENTED       CGS
 GA2922  HISTORY     - 1957     GOOD             NGS
 GA2922
 GA2922                          STATION DESCRIPTION
 GA2922
 GA2922'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2922'4 MI NE FROM CARPENTER.
 GA2922'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 92 FROM THE BAPTIST CHURCH
 GA2922'AND CEMETERY AT CARPENTER THENCE ABOUT 3.2 MILES NORTHEAST ALONG
 GA2922'A GRAVEL ROAD, THENCE ABOUT 0.25 MILE EAST ALONG A SMALL ROAD
 GA2922'FOLLOWING EAST RIDGE BRANCH, ABOUT 102 YARDS EAST OF A GATE TO A
 GA2922'CEMETERY, 8 FEET NORTH OF THE CENTER LINE OF THE ROAD, 53 FEET
 GA2922'WEST OF A CORRUGATED PIPE CULVERT, SET IN THE TOP AND NEAR THE
 GA2922'CENTER OF THE SOUTH EDGE OF A ROCK OUTCROP 4 FEET HIGH AND ABOUT
 GA2922'12 FEET WIDE AND PROJECTING OUT OF BOTTOM OF HILL SIDE AND ABOUT
 GA2922'2 1/2 FEET ABOVE THE ROAD.
 GA2922
 GA2922                          STATION RECOVERY (1957)
 GA2922
 GA2922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0628 ***********************************************************************
 GD0628  DESIGNATION -  A 21 1 15
 GD0628  PID         -  GD0628
 GD0628  STATE/COUNTY-  KY/HICKMAN
 GD0628  USGS QUAD   -  OAKTON (1982)
 GD0628
 GD0628                         *CURRENT SURVEY CONTROL
 GD0628  ___________________________________________________________________
 GD0628* NAD 83(1986)-  36 41 49.     (N)    089 04 35.     (W)     SCALED    
 GD0628* NAVD 88     -        95.306  (meters)     312.68   (feet)  ADJUSTED  
 GD0628  ___________________________________________________________________
 GD0628  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GD0628  DYNAMIC HT  -          95.233 (meters)     312.44  (feet)  COMP
 GD0628  MODELED GRAV-     979,862.2   (mgal)                       NAVD 88
 GD0628
 GD0628  VERT ORDER  -  SECOND    CLASS 0
 GD0628
 GD0628.The horizontal coordinates were scaled from a topographic map and have
 GD0628.an estimated accuracy of +/- 6 seconds.
 GD0628
 GD0628.The orthometric height was determined by differential leveling
 GD0628.and adjusted by the National Geodetic Survey in June 1991..
 GD0628
 GD0628.The geoid height was determined by GEOID03.
 GD0628
 GD0628.The dynamic height is computed by dividing the NAVD 88
 GD0628.geopotential number by the normal gravity value computed on the
 GD0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0628.degrees latitude (g = 980.6199 gals.).
 GD0628
 GD0628.The modeled gravity was interpolated from observed gravity values.
 GD0628
 GD0628;                    North         East    Units  Estimated Accuracy
 GD0628;SPC KY1Z     - 1,045,660.    1,202,770.      MT  (+/- 180 meters Scaled)
 GD0628
 GD0628                          SUPERSEDED SURVEY CONTROL
 GD0628
 GD0628  NGVD 29 (??/??/??)   95.215  (m)          312.38   (f) ADJUSTED    2 0
 GD0628
 GD0628.Superseded values are not recommended for survey control.
 GD0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0628.See file dsdata.txt to determine how the superseded data were derived.
 GD0628
 GD0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF145632(NAD 83)
 GD0628_MARKER: P = PIPE CAP
 GD0628_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0628_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0628_STAMPING: 21-1-15
 GD0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0628
 GD0628  HISTORY     - Date     Condition        Report By
 GD0628  HISTORY     - UNK      MONUMENTED       DOD
 GD0628  HISTORY     - 1951     MARK NOT FOUND   CGS
 GD0628
 GD0628                          STATION DESCRIPTION
 GD0628
 GD0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GD0628'2.4 MI N FROM OAKTON.
 GD0628'2.4 MILES NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0628'STATION AT OAKTON, HICKMAN COUNTY, 56 RAILS SOUTH OF MILEPOST
 GD0628'467, 13 FEET NORTHEAST OF THE CENTERLINE OF A DIRT CROSS ROAD,
 GD0628'2 FEET NORTHWEST OF A RAILROAD CROSSING-WARNING SIGN, AND 13 FEET
 GD0628'EAST OF THE EAST RAIL.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 GD0628'CAP, STAMPED 21-1-15 AND RIVETED ON THE TOP OF AN IRON PIPE
 GD0628'PROJECTING 1.4 FEET ABOVE GROUND.  NOTE-- THE MARK MAY BE COVERED
 GD0628'BY A RECENT INCREASE IN RAILROAD FILL (28 IN).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0649 ***********************************************************************
 GD0649  DESIGNATION -  A 21 1 18
 GD0649  PID         -  GD0649
 GD0649  STATE/COUNTY-  KY/FULTON
 GD0649  USGS QUAD   -  CAYCE (1982)
 GD0649
 GD0649                         *CURRENT SURVEY CONTROL
 GD0649  ___________________________________________________________________
 GD0649* NAD 83(1986)-  36 33 31.     (N)    089 02 18.     (W)     SCALED    
 GD0649* NAVD 88     -       119.467  (meters)     391.95   (feet)  ADJUSTED  
 GD0649  ___________________________________________________________________
 GD0649  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GD0649  DYNAMIC HT  -         119.375 (meters)     391.65  (feet)  COMP
 GD0649  MODELED GRAV-     979,854.3   (mgal)                       NAVD 88
 GD0649
 GD0649  VERT ORDER  -  SECOND    CLASS 0
 GD0649
 GD0649.The horizontal coordinates were scaled from a topographic map and have
 GD0649.an estimated accuracy of +/- 6 seconds.
 GD0649
 GD0649.The orthometric height was determined by differential leveling
 GD0649.and adjusted by the National Geodetic Survey in June 1991..
 GD0649
 GD0649.The geoid height was determined by GEOID03.
 GD0649
 GD0649.The dynamic height is computed by dividing the NAVD 88
 GD0649.geopotential number by the normal gravity value computed on the
 GD0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0649.degrees latitude (g = 980.6199 gals.).
 GD0649
 GD0649.The modeled gravity was interpolated from observed gravity values.
 GD0649
 GD0649;                    North         East    Units  Estimated Accuracy
 GD0649;SPC KY1Z     - 1,030,190.    1,205,630.      MT  (+/- 180 meters Scaled)
 GD0649
 GD0649                          SUPERSEDED SURVEY CONTROL
 GD0649
 GD0649  NGVD 29 (??/??/??)  119.401  (m)          391.73   (f) ADJUSTED    2 0
 GD0649
 GD0649.Superseded values are not recommended for survey control.
 GD0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0649.See file dsdata.txt to determine how the superseded data were derived.
 GD0649
 GD0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF175478(NAD 83)
 GD0649_MARKER: P = PIPE CAP
 GD0649_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0649_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0649_STAMPING: A 21-1-18
 GD0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0649
 GD0649  HISTORY     - Date     Condition        Report By
 GD0649  HISTORY     - UNK      MONUMENTED       DOD
 GD0649  HISTORY     - 1951     MARK NOT FOUND   CGS
 GD0649
 GD0649                          STATION DESCRIPTION
 GD0649
 GD0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GD0649'AT CAYCE.
 GD0649'LOCATED 200 FT. NORTH OF THE NORTH END OF THE STATION BUILDING
 GD0649'AT CAYCE, KY.  25 FT. EAST OF CENTER OF M. AND O. TRACK, 1/8
 GD0649'MILE NORTH OF INTERSECTION OF M. AND O. RAILROAD AND STATE
 GD0649'HIGHWAY 94.  NOTE-- U.S.G.S. REPORTED THIS MARK PROBABLY
 GD0649'DESTROYED BY CONSTRUCTION OF A SPUR TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2992 ***********************************************************************
 GA2992  DESIGNATION -  A 210
 GA2992  PID         -  GA2992
 GA2992  STATE/COUNTY-  KY/BELL
 GA2992  USGS QUAD   -  KAYJAY (1983)
 GA2992
 GA2992                         *CURRENT SURVEY CONTROL
 GA2992  ___________________________________________________________________
 GA2992* NAD 83(1986)-  36 41 45.     (N)    083 48 40.     (W)     SCALED    
 GA2992* NAVD 88     -       394.117  (meters)    1293.03   (feet)  ADJUSTED  
 GA2992  ___________________________________________________________________
 GA2992  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GA2992  DYNAMIC HT  -         393.774 (meters)    1291.91  (feet)  COMP
 GA2992  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 GA2992
 GA2992  VERT ORDER  -  SECOND    CLASS 0
 GA2992
 GA2992.The horizontal coordinates were scaled from a topographic map and have
 GA2992.an estimated accuracy of +/- 6 seconds.
 GA2992
 GA2992.The orthometric height was determined by differential leveling
 GA2992.and adjusted by the National Geodetic Survey in June 1991..
 GA2992
 GA2992.The geoid height was determined by GEOID03.
 GA2992
 GA2992.The dynamic height is computed by dividing the NAVD 88
 GA2992.geopotential number by the normal gravity value computed on the
 GA2992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2992.degrees latitude (g = 980.6199 gals.).
 GA2992
 GA2992.The modeled gravity was interpolated from observed gravity values.
 GA2992
 GA2992;                    North         East    Units  Estimated Accuracy
 GA2992;SPC KY1Z     - 1,042,030.    1,673,280.      MT  (+/- 180 meters Scaled)
 GA2992
 GA2992                          SUPERSEDED SURVEY CONTROL
 GA2992
 GA2992  NGVD 29 (??/??/92)  394.253  (m)         1293.48   (f) ADJ UNCH    2 0
 GA2992
 GA2992.Superseded values are not recommended for survey control.
 GA2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2992.See file dsdata.txt to determine how the superseded data were derived.
 GA2992
 GA2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA488648(NAD 83)
 GA2992_MARKER: DB = BENCH MARK DISK
 GA2992_SETTING: 66 = SET IN ROCK OUTCROP
 GA2992_SP_SET: ROCK CLIFF
 GA2992_STAMPING: A 210 1951 1293.478
 GA2992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2992+STABILITY: POSITION/ELEVATION WELL
 GA2992
 GA2992  HISTORY     - Date     Condition        Report By
 GA2992  HISTORY     - 1951     MONUMENTED       CGS
 GA2992  HISTORY     - 1957     GOOD             NGS
 GA2992
 GA2992                          STATION DESCRIPTION
 GA2992
 GA2992'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2992'3.4 MI NE FROM CHENOA.
 GA2992'3.45 MILES NORTHEAST ALONG STATE HIGHWAY 190 FROM THE SCHOOL AT
 GA2992'CHENOA, ABOUT 2.0 MILES NORTHEAST OF DAVISBURG BAPTIST CHURCH,
 GA2992'ABOUT 0.95 MILE NORTHEAST OF CROSSING OF LOUISVILLE AND NASHVILLE
 GA2992'RAILROAD, AT THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GA2992'SOUTHWEST AND NORTH, SET VERTICALLY IN THE FACE OF A 35-FOOT HIGH
 GA2992'ROCK CLIFF, ABOUT 95 YARDS NORTHEAST OF THE SOUTHWEST END OF ROCK
 GA2992'CLIFF AND A PIPE CULVERT, 20 FEET SOUTHEAST OF THE CENTER LINE OF
 GA2992'THE HIGHWAY AND ABOUT 5 FEET ABOVE THE HIGHWAY.
 GA2992
 GA2992                          STATION RECOVERY (1957)
 GA2992
 GA2992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3012 ***********************************************************************
 GA3012  DESIGNATION -  A 211
 GA3012  PID         -  GA3012
 GA3012  STATE/COUNTY-  KY/BELL
 GA3012  USGS QUAD   -  KAYJAY (1983)
 GA3012
 GA3012                         *CURRENT SURVEY CONTROL
 GA3012  ___________________________________________________________________
 GA3012* NAD 83(1986)-  36 38 39.     (N)    083 47 22.     (W)     SCALED    
 GA3012* NAVD 88     -       751.103  (meters)    2464.24   (feet)  ADJUSTED  
 GA3012  ___________________________________________________________________
 GA3012  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 GA3012  DYNAMIC HT  -         750.448 (meters)    2462.09  (feet)  COMP
 GA3012  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 GA3012
 GA3012  VERT ORDER  -  SECOND    CLASS 0
 GA3012
 GA3012.The horizontal coordinates were scaled from a topographic map and have
 GA3012.an estimated accuracy of +/- 6 seconds.
 GA3012
 GA3012.The orthometric height was determined by differential leveling
 GA3012.and adjusted by the National Geodetic Survey in June 1991..
 GA3012
 GA3012.The geoid height was determined by GEOID03.
 GA3012
 GA3012.The dynamic height is computed by dividing the NAVD 88
 GA3012.geopotential number by the normal gravity value computed on the
 GA3012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3012.degrees latitude (g = 980.6199 gals.).
 GA3012
 GA3012.The modeled gravity was interpolated from observed gravity values.
 GA3012
 GA3012;                    North         East    Units  Estimated Accuracy
 GA3012;SPC KY1Z     - 1,036,340.    1,675,330.      MT  (+/- 180 meters Scaled)
 GA3012
 GA3012                          SUPERSEDED SURVEY CONTROL
 GA3012
 GA3012  NGVD 29 (??/??/92)  751.250  (m)         2464.73   (f) ADJ UNCH    2 0
 GA3012
 GA3012.Superseded values are not recommended for survey control.
 GA3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3012.See file dsdata.txt to determine how the superseded data were derived.
 GA3012
 GA3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA506590(NAD 83)
 GA3012_MARKER: DD = SURVEY DISK
 GA3012_SETTING: 80 = SET IN A BOULDER
 GA3012_STAMPING: A 211 1951
 GA3012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3012+STABILITY: SURFACE MOTION
 GA3012
 GA3012  HISTORY     - Date     Condition        Report By
 GA3012  HISTORY     - 1951     MONUMENTED       CGS
 GA3012  HISTORY     - 1957     MARK NOT FOUND   NGS
 GA3012
 GA3012                          STATION DESCRIPTION
 GA3012
 GA3012'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA3012'8.5 MI SW FROM CLEAR CREEK SPRINGS.
 GA3012'8.1 MILES SOUTHWEST ALONG LITTLE CLEAR CREEK ROAD FROM THE
 GA3012'JUNCTION OF STATE HIGHWAY 190 AND HARMONY SCHOOL AND BAPTIST
 GA3012'CHURCH AT CLEAR CREEK SPRINGS, THENCE ABOUT 0.4 MILE SOUTHEAST
 GA3012'ALONG STEEP TRAIL LEADING ACROSS MOUNTAIN INTO BEAN FORK, ABOUT
 GA3012'2.15 MILES NORTHWEST ALONG A GRAVEL ROAD FOLLOWING BEAN FORK FROM
 GA3012'THE JUNCTION OF STATE HIGHWAY 74 AT MIDDLESBORO, THENCE ABOUT
 GA3012'1.15 MILES NORTH ALONG A TRAIL LEADING ACROSS MOUNTAIN INTO
 GA3012'VALLEY OF LITTLE CLEAR CREEK, ABOUT 0.6 MILE SOUTHWEST ALONG A
 GA3012'ROUGH ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG TRAIL FROM
 GA3012'MARTIN SCHOOL, ABOUT 0.35 MILE NORTHWEST AND DOWNHILL FROM THE
 GA3012'TOP OF MOUNTAIN, SET IN THE TOP OF THE HIGHEST POINT OF THE LARGEST
 GA3012'BOULDER IN A GROUP OF THREE, 17 FEET NORTHEAST OF THE CENTER
 GA3012'LINE OF THE TRAIL AND ABOUT 15 FEET ABOVE THE ROAD.  NOTE-- THIS
 GA3012'MOUNTAIN TRAIL HAS BEEN ABANDONED AND IS IMPASSABLE.
 GA3012
 GA3012                          STATION RECOVERY (1957)
 GA3012
 GA3012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA3012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1574 ***********************************************************************
 GZ1574  DESIGNATION -  A 212
 GZ1574  PID         -  GZ1574
 GZ1574  STATE/COUNTY-  KY/MARION
 GZ1574  USGS QUAD   -  BRADFORDSVILLE NE (1987)
 GZ1574
 GZ1574                         *CURRENT SURVEY CONTROL
 GZ1574  ___________________________________________________________________
 GZ1574* NAD 83(1986)-  37 28 20.     (N)    085 06 34.     (W)     SCALED    
 GZ1574* NAVD 88     -       217.325  (meters)     713.01   (feet)  ADJUSTED  
 GZ1574  ___________________________________________________________________
 GZ1574  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 GZ1574  DYNAMIC HT  -         217.154 (meters)     712.45  (feet)  COMP
 GZ1574  MODELED GRAV-     979,837.2   (mgal)                       NAVD 88
 GZ1574
 GZ1574  VERT ORDER  -  SECOND    CLASS 0
 GZ1574
 GZ1574.The horizontal coordinates were scaled from a topographic map and have
 GZ1574.an estimated accuracy of +/- 6 seconds.
 GZ1574
 GZ1574.The orthometric height was determined by differential leveling
 GZ1574.and adjusted by the National Geodetic Survey in June 1991..
 GZ1574
 GZ1574.The geoid height was determined by GEOID03.
 GZ1574
 GZ1574.The dynamic height is computed by dividing the NAVD 88
 GZ1574.geopotential number by the normal gravity value computed on the
 GZ1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1574.degrees latitude (g = 980.6199 gals.).
 GZ1574
 GZ1574.The modeled gravity was interpolated from observed gravity values.
 GZ1574
 GZ1574;                    North         East    Units  Estimated Accuracy
 GZ1574;SPC KY1Z     - 1,126,590.    1,556,660.      MT  (+/- 180 meters Scaled)
 GZ1574
 GZ1574                          SUPERSEDED SURVEY CONTROL
 GZ1574
 GZ1574  NGVD 29 (??/??/92)  217.464  (m)          713.46   (f) ADJ UNCH    2 0
 GZ1574
 GZ1574.Superseded values are not recommended for survey control.
 GZ1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1574.See file dsdata.txt to determine how the superseded data were derived.
 GZ1574
 GZ1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG671489(NAD 83)
 GZ1574_MARKER: DB = BENCH MARK DISK
 GZ1574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1574_SP_SET: CULVERT
 GZ1574_STAMPING: A 212 1951 713.468
 GZ1574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1574
 GZ1574  HISTORY     - Date     Condition        Report By
 GZ1574  HISTORY     - 1951     MONUMENTED       CGS
 GZ1574  HISTORY     - 1958     GOOD             NGS
 GZ1574  HISTORY     - 1983     GOOD             KYDT
 GZ1574
 GZ1574                          STATION DESCRIPTION
 GZ1574
 GZ1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1574'2.8 MI SE FROM BRADFORDSVILLE.
 GZ1574'ABOUT 2.85 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM THE SCHOOL
 GZ1574'AT BRADFORDSVILLE, ABOUT 0.3 MILE NORTHWEST OF SOUTH FORK
 GZ1574'PRESBYTERIAN CHURCH, SET IN THE TOP OF THE NORTHWEST END OF THE
 GZ1574'NORTHEAST CONCRETE HEAD WALL OF A 40-FOOT CONCRETE CULVERT WITH
 GZ1574'PARTITIONS OVER WHITE OAK CREEK, 12 FEET NORTHEAST OF THE CENTER
 GZ1574'LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
 GZ1574
 GZ1574                          STATION RECOVERY (1958)
 GZ1574
 GZ1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1574'RECOVERED IN GOOD CONDITION.
 GZ1574
 GZ1574                          STATION RECOVERY (1983)
 GZ1574
 GZ1574'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0881 ***********************************************************************
 GZ0881  DESIGNATION -  A 214
 GZ0881  PID         -  GZ0881
 GZ0881  STATE/COUNTY-  KY/LINCOLN
 GZ0881  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0881
 GZ0881                         *CURRENT SURVEY CONTROL
 GZ0881  ___________________________________________________________________
 GZ0881* NAD 83(1986)-  37 26 49.     (N)    084 50 34.     (W)     SCALED    
 GZ0881* NAVD 88     -       293.730  (meters)     963.68   (feet)  ADJUSTED  
 GZ0881  ___________________________________________________________________
 GZ0881  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GZ0881  DYNAMIC HT  -         293.502 (meters)     962.93  (feet)  COMP
 GZ0881  MODELED GRAV-     979,847.1   (mgal)                       NAVD 88
 GZ0881
 GZ0881  VERT ORDER  -  SECOND    CLASS 0
 GZ0881
 GZ0881.The horizontal coordinates were scaled from a topographic map and have
 GZ0881.an estimated accuracy of +/- 6 seconds.
 GZ0881
 GZ0881.The orthometric height was determined by differential leveling
 GZ0881.and adjusted by the National Geodetic Survey in June 1991..
 GZ0881
 GZ0881.The geoid height was determined by GEOID03.
 GZ0881
 GZ0881.The dynamic height is computed by dividing the NAVD 88
 GZ0881.geopotential number by the normal gravity value computed on the
 GZ0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0881.degrees latitude (g = 980.6199 gals.).
 GZ0881
 GZ0881.The modeled gravity was interpolated from observed gravity values.
 GZ0881
 GZ0881;                    North         East    Units  Estimated Accuracy
 GZ0881;SPC KY1Z     - 1,123,980.    1,580,270.      MT  (+/- 180 meters Scaled)
 GZ0881
 GZ0881                          SUPERSEDED SURVEY CONTROL
 GZ0881
 GZ0881  NGVD 29 (??/??/92)  293.868  (m)          964.13   (f) ADJ UNCH    2 0
 GZ0881
 GZ0881.Superseded values are not recommended for survey control.
 GZ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0881.See file dsdata.txt to determine how the superseded data were derived.
 GZ0881
 GZ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG908466(NAD 83)
 GZ0881_MARKER: DB = BENCH MARK DISK
 GZ0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0881_SP_SET: CULVERT
 GZ0881_STAMPING: A 214 1951 964.132
 GZ0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0881
 GZ0881  HISTORY     - Date     Condition        Report By
 GZ0881  HISTORY     - 1951     MONUMENTED       CGS
 GZ0881  HISTORY     - 1958     GOOD             NGS
 GZ0881  HISTORY     - 1981     GOOD             KYDT
 GZ0881
 GZ0881                          STATION DESCRIPTION
 GZ0881
 GZ0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0881'2.2 MI SW FROM HUSTONVILLE.
 GZ0881'ABOUT 2.25 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE
 GZ0881'INTERSECTION OF STATE HIGHWAY 78 AT HUSTONVILLE, ABOUT 1.5
 GZ0881'MILES NORTHEAST OF THE CASEY-LINCOLN COUNTY LINE, SET IN THE
 GZ0881'TOP OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF AN 8-FOOT
 GZ0881'SKEW CONCRETE CULVERT, 15 FEET NORTHWEST OF THE CENTER LINE OF
 GZ0881'THE HIGHWAY AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 GZ0881
 GZ0881                          STATION RECOVERY (1958)
 GZ0881
 GZ0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0881'RECOVERED IN GOOD CONDITION.
 GZ0881
 GZ0881                          STATION RECOVERY (1981)
 GZ0881
 GZ0881'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1585 ***********************************************************************
 GZ1585  DESIGNATION -  A 215
 GZ1585  PID         -  GZ1585
 GZ1585  STATE/COUNTY-  KY/TAYLOR
 GZ1585  USGS QUAD   -  SPURLINGTON (1994)
 GZ1585
 GZ1585                         *CURRENT SURVEY CONTROL
 GZ1585  ___________________________________________________________________
 GZ1585* NAD 83(1986)-  37 24 47.     (N)    085 15 46.     (W)     SCALED    
 GZ1585* NAVD 88     -       320.805  (meters)    1052.51   (feet)  ADJUSTED  
 GZ1585  ___________________________________________________________________
 GZ1585  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 GZ1585  DYNAMIC HT  -         320.547 (meters)    1051.66  (feet)  COMP
 GZ1585  MODELED GRAV-     979,819.1   (mgal)                       NAVD 88
 GZ1585
 GZ1585  VERT ORDER  -  SECOND    CLASS 0
 GZ1585
 GZ1585.The horizontal coordinates were scaled from a topographic map and have
 GZ1585.an estimated accuracy of +/- 6 seconds.
 GZ1585
 GZ1585.The orthometric height was determined by differential leveling
 GZ1585.and adjusted by the National Geodetic Survey in June 1991..
 GZ1585
 GZ1585.The geoid height was determined by GEOID03.
 GZ1585
 GZ1585.The dynamic height is computed by dividing the NAVD 88
 GZ1585.geopotential number by the normal gravity value computed on the
 GZ1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1585.degrees latitude (g = 980.6199 gals.).
 GZ1585
 GZ1585.The modeled gravity was interpolated from observed gravity values.
 GZ1585
 GZ1585;                    North         East    Units  Estimated Accuracy
 GZ1585;SPC KY1Z     - 1,119,940.    1,543,130.      MT  (+/- 180 meters Scaled)
 GZ1585
 GZ1585                          SUPERSEDED SURVEY CONTROL
 GZ1585
 GZ1585  NGVD 29 (??/??/92)  320.930  (m)         1052.92   (f) ADJ UNCH    2 0
 GZ1585
 GZ1585.Superseded values are not recommended for survey control.
 GZ1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1585.See file dsdata.txt to determine how the superseded data were derived.
 GZ1585
 GZ1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG537421(NAD 83)
 GZ1585_MARKER: DB = BENCH MARK DISK
 GZ1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1585_STAMPING: A 215 1951 1052.918
 GZ1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1585+STABILITY: SURFACE MOTION
 GZ1585
 GZ1585  HISTORY     - Date     Condition        Report By
 GZ1585  HISTORY     - 1951     MONUMENTED       CGS
 GZ1585  HISTORY     - 1958     GOOD             NGS
 GZ1585
 GZ1585                          STATION DESCRIPTION
 GZ1585
 GZ1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1585'1 MI NE FROM SPURLINGTON.
 GZ1585'ABOUT 0.95 MILE NORTHEAST ALONG STATE HIGHWAY 208 FROM THE
 GZ1585'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT SPURLINGTON,
 GZ1585'ABOUT 0.6 MILE NORTHEAST OF UNION RIDGE METHODIST CHURCH AND
 GZ1585'CEMETERY, AT THE TOP OF A GRADE, 27 FEET SOUTHEAST OF THE CENTER
 GZ1585'LINE OF THE HIGHWAY, 139 FEET NORTH OF THE NORTH CORNER OF PORCH
 GZ1585'OF A FARM HOUSE, 1 FOOT NORTHWEST OF A FENCE LINE, 26 1/2 FEET
 GZ1585'NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A WHITE WOODEN
 GZ1585'WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 GZ1585'OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1585
 GZ1585                          STATION RECOVERY (1958)
 GZ1585
 GZ1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1033 ***********************************************************************
 GZ1033  DESIGNATION -  A 216
 GZ1033  PID         -  GZ1033
 GZ1033  STATE/COUNTY-  KY/PULASKI
 GZ1033  USGS QUAD   -  SCIENCE HILL (1961)
 GZ1033
 GZ1033                         *CURRENT SURVEY CONTROL
 GZ1033  ___________________________________________________________________
 GZ1033* NAD 83(1986)-  37 11 13.     (N)    084 38 35.     (W)     SCALED    
 GZ1033* NAVD 88     -       338.532  (meters)    1110.67   (feet)  ADJUSTED  
 GZ1033  ___________________________________________________________________
 GZ1033  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GZ1033  DYNAMIC HT  -         338.267 (meters)    1109.80  (feet)  COMP
 GZ1033  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 GZ1033
 GZ1033  VERT ORDER  -  FIRST     CLASS II
 GZ1033
 GZ1033.The horizontal coordinates were scaled from a topographic map and have
 GZ1033.an estimated accuracy of +/- 6 seconds.
 GZ1033
 GZ1033.The orthometric height was determined by differential leveling
 GZ1033.and adjusted by the National Geodetic Survey in June 1991..
 GZ1033
 GZ1033.The geoid height was determined by GEOID03.
 GZ1033
 GZ1033.The dynamic height is computed by dividing the NAVD 88
 GZ1033.geopotential number by the normal gravity value computed on the
 GZ1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1033.degrees latitude (g = 980.6199 gals.).
 GZ1033
 GZ1033.The modeled gravity was interpolated from observed gravity values.
 GZ1033
 GZ1033;                    North         East    Units  Estimated Accuracy
 GZ1033;SPC KY1Z     - 1,095,320.    1,598,290.      MT  (+/- 180 meters Scaled)
 GZ1033
 GZ1033                          SUPERSEDED SURVEY CONTROL
 GZ1033
 GZ1033  NGVD 29 (??/??/92)  338.681  (m)         1111.16   (f) ADJ UNCH    1 2
 GZ1033
 GZ1033.Superseded values are not recommended for survey control.
 GZ1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1033.See file dsdata.txt to determine how the superseded data were derived.
 GZ1033
 GZ1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG092182(NAD 83)
 GZ1033_MARKER: DB = BENCH MARK DISK
 GZ1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1033_SP_SET: CONCRETE POST
 GZ1033_STAMPING: A 216 1951 1111.156
 GZ1033_MARK LOGO: CGS   
 GZ1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1033+STABILITY: SURFACE MOTION
 GZ1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1033+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 GZ1033
 GZ1033  HISTORY     - Date     Condition        Report By
 GZ1033  HISTORY     - 1951     MONUMENTED       CGS
 GZ1033  HISTORY     - 1958     GOOD             NGS
 GZ1033  HISTORY     - 1984     GOOD             NGS
 GZ1033  HISTORY     - 20050509 GOOD             KYDT
 GZ1033
 GZ1033                          STATION DESCRIPTION
 GZ1033
 GZ1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1033'1 MI NW FROM SCIENCE HILL.
 GZ1033'ABOUT 0.25 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1033'STATION AT SCIENCE HILL, THENCE ABOUT 0.8 MILE NORTHWEST AND
 GZ1033'WEST ALONG A GRAVEL ROAD, AT THE JUNCTION OF A ROAD NORTHWEST,
 GZ1033'90 FEET WEST-NORTHWEST OF THE CENTER OF JUNCTION, 50 FEET
 GZ1033'SOUTHWEST OF THE CENTER LINE OF ROAD NORTHWEST, 20 1/2 FEET
 GZ1033'NORTH OF CENTER LINE OF ROAD WEST, 43 FEET SOUTHEAST OF THE
 GZ1033'SOUTH CORNER OF R.T. TILLEY FARM HOUSE, 4 1/2 FEET WEST OF THE
 GZ1033'WEST EDGE OF SIDE WALK TO HOUSE, 1 FOOT SOUTH OF LAWN FENCE,
 GZ1033'1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 GZ1033'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1033'4 INCHES.
 GZ1033
 GZ1033                          STATION RECOVERY (1958)
 GZ1033
 GZ1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1033'RECOVERED IN GOOD CONDITION.
 GZ1033
 GZ1033                          STATION RECOVERY (1984)
 GZ1033
 GZ1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ1033'RECOVERED IN GOOD CONDITION.
 GZ1033
 GZ1033                          STATION RECOVERY (2005)
 GZ1033
 GZ1033'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1033'MARK IS AT JUNCTION OF KY 635 AND KY 1676 ABOUT 0.8 MILE NORTHWEST OF
 GZ1033'SCIENCE HILL, 1.5 FEET EAST OF BASE OF A LARGE EVERGREEN SHRUB, ABOUT
 GZ1033'LEVEL WITH ROAD, PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0932 ***********************************************************************
 GZ0932  DESIGNATION -  A 218
 GZ0932  PID         -  GZ0932
 GZ0932  STATE/COUNTY-  KY/CASEY
 GZ0932  USGS QUAD   -  YOSEMITE (1979)
 GZ0932
 GZ0932                         *CURRENT SURVEY CONTROL
 GZ0932  ___________________________________________________________________
 GZ0932* NAD 83(1986)-  37 21 35.     (N)    084 45 23.     (W)     SCALED    
 GZ0932* NAVD 88     -       289.363  (meters)     949.35   (feet)  ADJUSTED  
 GZ0932  ___________________________________________________________________
 GZ0932  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GZ0932  DYNAMIC HT  -         289.130 (meters)     948.59  (feet)  COMP
 GZ0932  MODELED GRAV-     979,817.2   (mgal)                       NAVD 88
 GZ0932
 GZ0932  VERT ORDER  -  SECOND    CLASS 0
 GZ0932
 GZ0932.The horizontal coordinates were scaled from a topographic map and have
 GZ0932.an estimated accuracy of +/- 6 seconds.
 GZ0932
 GZ0932.The orthometric height was determined by differential leveling
 GZ0932.and adjusted by the National Geodetic Survey in June 1991..
 GZ0932
 GZ0932.The geoid height was determined by GEOID03.
 GZ0932
 GZ0932.The dynamic height is computed by dividing the NAVD 88
 GZ0932.geopotential number by the normal gravity value computed on the
 GZ0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0932.degrees latitude (g = 980.6199 gals.).
 GZ0932
 GZ0932.The modeled gravity was interpolated from observed gravity values.
 GZ0932
 GZ0932;                    North         East    Units  Estimated Accuracy
 GZ0932;SPC KY1Z     - 1,114,380.    1,588,020.      MT  (+/- 180 meters Scaled)
 GZ0932
 GZ0932                          SUPERSEDED SURVEY CONTROL
 GZ0932
 GZ0932  NGVD 29 (??/??/92)  289.493  (m)          949.78   (f) ADJ UNCH    2 0
 GZ0932
 GZ0932.Superseded values are not recommended for survey control.
 GZ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0932.See file dsdata.txt to determine how the superseded data were derived.
 GZ0932
 GZ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG986371(NAD 83)
 GZ0932_MARKER: DB = BENCH MARK DISK
 GZ0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0932_STAMPING: A 218 1951 949.778
 GZ0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0932+STABILITY: SURFACE MOTION
 GZ0932
 GZ0932  HISTORY     - Date     Condition        Report By
 GZ0932  HISTORY     - 1951     MONUMENTED       CGS
 GZ0932  HISTORY     - 1958     POOR             NGS
 GZ0932
 GZ0932                          STATION DESCRIPTION
 GZ0932
 GZ0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0932'3.1 MI SW FROM DUNCAN.
 GZ0932'ABOUT 1.6 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM LOCUST GROVE
 GZ0932'BAPTIST CHURCH AT DUNCAN, THENCE ABOUT 1.5 MILES NORTHWEST ALONG
 GZ0932'A DIRT ROAD, ABOUT 0.75 MILE SOUTHEAST OF DELK SCHOOL, ABOUT 0.35
 GZ0932'MILE SOUTHEAST OF A CHURCH, AT A SMALL STORE OWNED BY EVA SNOW,
 GZ0932'65 1/2 FEET SOUTH AND ACROSS ROAD FROM THE SOUTH CORNER OF
 GZ0932'CONCRETE PORCH OF STORE, 25 FEET SOUTH-SOUTHEAST OF A 14-INCH
 GZ0932'WILLOW TREE, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 GZ0932'5 FEET NORTH OF THE NORTH CORNER OF A BARN, 1 1/2 FEET EAST OF
 GZ0932'A FENCE LINE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 GZ0932'ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ0932'PROJECTING 4 INCHES.
 GZ0932
 GZ0932                          STATION RECOVERY (1958)
 GZ0932
 GZ0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0932'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1019 ***********************************************************************
 GZ1019  DESIGNATION -  A 219
 GZ1019  PID         -  GZ1019
 GZ1019  STATE/COUNTY-  KY/CASEY
 GZ1019  USGS QUAD   -  MINTONVILLE (1976)
 GZ1019
 GZ1019                         *CURRENT SURVEY CONTROL
 GZ1019  ___________________________________________________________________
 GZ1019* NAD 83(1986)-  37 12 45.     (N)    084 45 37.     (W)     SCALED    
 GZ1019* NAVD 88     -       278.936  (meters)     915.14   (feet)  ADJUSTED  
 GZ1019  ___________________________________________________________________
 GZ1019  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GZ1019  DYNAMIC HT  -         278.706 (meters)     914.39  (feet)  COMP
 GZ1019  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 GZ1019
 GZ1019  VERT ORDER  -  SECOND    CLASS 0
 GZ1019
 GZ1019.The horizontal coordinates were scaled from a topographic map and have
 GZ1019.an estimated accuracy of +/- 6 seconds.
 GZ1019
 GZ1019.The orthometric height was determined by differential leveling
 GZ1019.and adjusted by the National Geodetic Survey in June 1991..
 GZ1019
 GZ1019.The geoid height was determined by GEOID03.
 GZ1019
 GZ1019.The dynamic height is computed by dividing the NAVD 88
 GZ1019.geopotential number by the normal gravity value computed on the
 GZ1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1019.degrees latitude (g = 980.6199 gals.).
 GZ1019
 GZ1019.The modeled gravity was interpolated from observed gravity values.
 GZ1019
 GZ1019;                    North         East    Units  Estimated Accuracy
 GZ1019;SPC KY1Z     - 1,098,040.    1,587,850.      MT  (+/- 180 meters Scaled)
 GZ1019
 GZ1019                          SUPERSEDED SURVEY CONTROL
 GZ1019
 GZ1019  NGVD 29 (??/??/92)  279.064  (m)          915.56   (f) ADJ UNCH    2 0
 GZ1019
 GZ1019.Superseded values are not recommended for survey control.
 GZ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1019.See file dsdata.txt to determine how the superseded data were derived.
 GZ1019
 GZ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG987207(NAD 83)
 GZ1019_MARKER: DB = BENCH MARK DISK
 GZ1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1019_STAMPING: A 219 1951 915.562
 GZ1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1019+STABILITY: SURFACE MOTION
 GZ1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1019+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 GZ1019
 GZ1019  HISTORY     - Date     Condition        Report By
 GZ1019  HISTORY     - 1951     MONUMENTED       CGS
 GZ1019  HISTORY     - 1958     GOOD             NGS
 GZ1019  HISTORY     - 1981     GOOD             KYDT
 GZ1019  HISTORY     - 20050503 GOOD             KYDT
 GZ1019
 GZ1019                          STATION DESCRIPTION
 GZ1019
 GZ1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1019'2 MI SW FROM BETHELRIDGE.
 GZ1019'ABOUT 2.0 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE
 GZ1019'AND SCHOOL AT BETHELRIDGE, AT THE RESIDENCE OF CLAYTON FOSTER,
 GZ1019'91 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 GZ1019'35 FEET WEST OF THE CENTER LINE OF THE ROAD, 37 FEET SOUTHWEST
 GZ1019'OF A 7-INCH HICKORY TREE IN FENCE LINE, 24 FEET WEST OF A FENCE
 GZ1019'CORNER, 2 FEET SOUTH OF A FENCE LINE, 2 FEET EAST OF A WHITE
 GZ1019'WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE ROAD AND SET IN THE
 GZ1019'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1019
 GZ1019                          STATION RECOVERY (1958)
 GZ1019
 GZ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1019'RECOVERED IN GOOD CONDITION.
 GZ1019
 GZ1019                          STATION RECOVERY (1981)
 GZ1019
 GZ1019'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1019'RECOVERED IN GOOD CONDITION.
 GZ1019
 GZ1019                          STATION RECOVERY (2005)
 GZ1019
 GZ1019'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1019'MARK IS 27 FEET WEST OF A FENCE CORNER, 9 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1761 ***********************************************************************
 GC1761  DESIGNATION -  A 22
 GC1761  PID         -  GC1761
 GC1761  STATE/COUNTY-  KY/TRIGG
 GC1761  USGS QUAD   -  CADIZ (1982)
 GC1761
 GC1761                         *CURRENT SURVEY CONTROL
 GC1761  ___________________________________________________________________
 GC1761* NAD 83(1986)-  36 52 24.     (N)    087 46 26.     (W)     SCALED    
 GC1761* NAVD 88     -       157.281  (meters)     516.01   (feet)  ADJUSTED  
 GC1761  ___________________________________________________________________
 GC1761  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC1761  DYNAMIC HT  -         157.159 (meters)     515.61  (feet)  COMP
 GC1761  MODELED GRAV-     979,854.3   (mgal)                       NAVD 88
 GC1761
 GC1761  VERT ORDER  -  FIRST     CLASS II
 GC1761
 GC1761.The horizontal coordinates were scaled from a topographic map and have
 GC1761.an estimated accuracy of +/- 6 seconds.
 GC1761
 GC1761.The orthometric height was determined by differential leveling
 GC1761.and adjusted by the National Geodetic Survey in June 1991..
 GC1761
 GC1761.The geoid height was determined by GEOID03.
 GC1761
 GC1761.The dynamic height is computed by dividing the NAVD 88
 GC1761.geopotential number by the normal gravity value computed on the
 GC1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1761.degrees latitude (g = 980.6199 gals.).
 GC1761
 GC1761.The modeled gravity was interpolated from observed gravity values.
 GC1761
 GC1761;                    North         East    Units  Estimated Accuracy
 GC1761;SPC KY1Z     - 1,061,890.    1,319,560.      MT  (+/- 180 meters Scaled)
 GC1761
 GC1761                          SUPERSEDED SURVEY CONTROL
 GC1761
 GC1761  NGVD 29 (??/??/92)  157.352  (m)          516.25   (f) ADJ UNCH    1 2
 GC1761
 GC1761.Superseded values are not recommended for survey control.
 GC1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1761.See file dsdata.txt to determine how the superseded data were derived.
 GC1761
 GC1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF310811(NAD 83)
 GC1761_MARKER: DB = BENCH MARK DISK
 GC1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1761_STAMPING: A 22 1934
 GC1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1761+STABILITY: SURFACE MOTION
 GC1761
 GC1761  HISTORY     - Date     Condition        Report By
 GC1761  HISTORY     - 1934     MONUMENTED       CGS
 GC1761  HISTORY     - 1948     GOOD             NGS
 GC1761  HISTORY     - 1968     MARK NOT FOUND   NGS
 GC1761
 GC1761                          STATION DESCRIPTION
 GC1761
 GC1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1761'4 MI E FROM CADIZ.
 GC1761'ABOUT 3.65 MILES EAST ALONG U.S. HIGHWAY 68 FROM THE COURT HOUSE
 GC1761'IN CADIZ THENCE 0.4 MILE NORTH ALONG A GRAVEL ROAD, AT THE
 GC1761'CROSSING OF THE GRAVEL ROAD AND THE CADIZ RAILROAD, IN THE
 GC1761'NORTHWEST CORNER OF THE CROSSING, 25 FEET WEST OF THE CENTER
 GC1761'LINE OF THE ROAD, 20 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 GC1761'6 FEET SOUTHEAST OF AN 8-INCH TWIN OAK TREE, 3 FEET WEST OF A
 GC1761'FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GC1761'LEVEL WITH THE CROSSING AND SET IN THE TOP OF A CONCRETE POST
 GC1761'PROJECTING ABOUT 3 INCHES.
 GC1761
 GC1761                          STATION RECOVERY (1968)
 GC1761
 GC1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC1761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1133 ***********************************************************************
 GZ1133  DESIGNATION -  A 220
 GZ1133  PID         -  GZ1133
 GZ1133  STATE/COUNTY-  KY/PULASKI
 GZ1133  USGS QUAD   -  FAUBUSH (1976)
 GZ1133
 GZ1133                         *CURRENT SURVEY CONTROL
 GZ1133  ___________________________________________________________________
 GZ1133* NAD 83(1986)-  37 06 31.     (N)    084 51 40.     (W)     SCALED    
 GZ1133* NAVD 88     -       317.666  (meters)    1042.21   (feet)  ADJUSTED  
 GZ1133  ___________________________________________________________________
 GZ1133  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GZ1133  DYNAMIC HT  -         317.405 (meters)    1041.35  (feet)  COMP
 GZ1133  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 GZ1133
 GZ1133  VERT ORDER  -  SECOND    CLASS 0
 GZ1133
 GZ1133.The horizontal coordinates were scaled from a topographic map and have
 GZ1133.an estimated accuracy of +/- 6 seconds.
 GZ1133
 GZ1133.The orthometric height was determined by differential leveling
 GZ1133.and adjusted by the National Geodetic Survey in June 1991..
 GZ1133
 GZ1133.The geoid height was determined by GEOID03.
 GZ1133
 GZ1133.The dynamic height is computed by dividing the NAVD 88
 GZ1133.geopotential number by the normal gravity value computed on the
 GZ1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1133.degrees latitude (g = 980.6199 gals.).
 GZ1133
 GZ1133.The modeled gravity was interpolated from observed gravity values.
 GZ1133
 GZ1133;                    North         East    Units  Estimated Accuracy
 GZ1133;SPC KY1Z     - 1,086,420.    1,579,010.      MT  (+/- 180 meters Scaled)
 GZ1133
 GZ1133                          SUPERSEDED SURVEY CONTROL
 GZ1133
 GZ1133  NGVD 29 (??/??/92)  317.795  (m)         1042.63   (f) ADJ UNCH    2 0
 GZ1133
 GZ1133.Superseded values are not recommended for survey control.
 GZ1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1133.See file dsdata.txt to determine how the superseded data were derived.
 GZ1133
 GZ1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG900090(NAD 83)
 GZ1133_MARKER: DB = BENCH MARK DISK
 GZ1133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1133_SP_SET: CULVERT
 GZ1133_STAMPING: A 220 1951 1042.632
 GZ1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1133+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 GZ1133
 GZ1133  HISTORY     - Date     Condition        Report By
 GZ1133  HISTORY     - 1951     MONUMENTED       CGS
 GZ1133  HISTORY     - 1958     GOOD             NGS
 GZ1133  HISTORY     - 1984     GOOD             KYDT
 GZ1133  HISTORY     - 20050502 GOOD             KYDT
 GZ1133
 GZ1133                          STATION DESCRIPTION
 GZ1133
 GZ1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1133'2.6 MI SW FROM CAINS STORE.
 GZ1133'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GZ1133'AT CAINS STORE, THENCE ABOUT 1.75 MILES SOUTH ALONG A GRAVEL
 GZ1133'ROAD, ABOUT 1.05 MILE NORTH OF THE POST OFFICE AT INGLE, ABOUT
 GZ1133'0.25 MILE NORTH OF A BRICK CHURCH BUILDING, AT THE BOTTOM OF
 GZ1133'GRADES, SET IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL OF
 GZ1133'AN 8-FOOT CONCRETE CULVERT, 14 FEET EAST OF THE CENTER LINE OF
 GZ1133'ROAD AND ABOUT 6 FEET BELOW THE ROAD.
 GZ1133
 GZ1133                          STATION RECOVERY (1958)
 GZ1133
 GZ1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1133'RECOVERED IN GOOD CONDITION.
 GZ1133
 GZ1133                          STATION RECOVERY (1984)
 GZ1133
 GZ1133'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1133'RECOVERED IN GOOD CONDITION.
 GZ1133
 GZ1133                          STATION RECOVERY (2005)
 GZ1133
 GZ1133'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1133'MARK IS 7 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0201 ***********************************************************************
 GB0201  DESIGNATION -  A 221
 GB0201  PID         -  GB0201
 GB0201  STATE/COUNTY-  KY/WHITLEY
 GB0201  USGS QUAD   -  SAXTON (1982)
 GB0201
 GB0201                         *CURRENT SURVEY CONTROL
 GB0201  ___________________________________________________________________
 GB0201* NAD 83(1986)-  36 41 05.     (N)    084 02 15.     (W)     SCALED    
 GB0201* NAVD 88     -       302.643  (meters)     992.92   (feet)  ADJUSTED  
 GB0201  ___________________________________________________________________
 GB0201  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 GB0201  DYNAMIC HT  -         302.386 (meters)     992.08  (feet)  COMP
 GB0201  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 GB0201
 GB0201  VERT ORDER  -  SECOND    CLASS 0
 GB0201
 GB0201.The horizontal coordinates were scaled from a topographic map and have
 GB0201.an estimated accuracy of +/- 6 seconds.
 GB0201
 GB0201.The orthometric height was determined by differential leveling
 GB0201.and adjusted by the National Geodetic Survey in June 1991..
 GB0201
 GB0201.The geoid height was determined by GEOID03.
 GB0201
 GB0201.The dynamic height is computed by dividing the NAVD 88
 GB0201.geopotential number by the normal gravity value computed on the
 GB0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0201.degrees latitude (g = 980.6199 gals.).
 GB0201
 GB0201.The modeled gravity was interpolated from observed gravity values.
 GB0201
 GB0201;                    North         East    Units  Estimated Accuracy
 GB0201;SPC KY1Z     - 1,040,410.    1,653,070.      MT  (+/- 180 meters Scaled)
 GB0201
 GB0201                          SUPERSEDED SURVEY CONTROL
 GB0201
 GB0201  NGVD 29 (??/??/92)  302.791  (m)          993.41   (f) ADJ UNCH    2 0
 GB0201
 GB0201.Superseded values are not recommended for survey control.
 GB0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0201.See file dsdata.txt to determine how the superseded data were derived.
 GB0201
 GB0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF647639(NAD 83)
 GB0201_MARKER: DB = BENCH MARK DISK
 GB0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0201_STAMPING: A 221 1951 993.407
 GB0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0201+STABILITY: SURFACE MOTION
 GB0201
 GB0201  HISTORY     - Date     Condition        Report By
 GB0201  HISTORY     - 1951     MONUMENTED       CGS
 GB0201  HISTORY     - 1957     GOOD             NGS
 GB0201
 GB0201                          STATION DESCRIPTION
 GB0201
 GB0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0201'1.2 MI W FROM GATLIFF.
 GB0201'1.15 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GB0201'THE STATION AT GATLIFF, AT A GRAVEL ROAD CROSSING, 45.5 FEET
 GB0201'SOUTH OF THE SOUTH RAIL, 26 FEET WEST OF THE CENTER OF GRAVEL
 GB0201'ROAD, 24 FEET SOUTH OF A TELEPHONE POLE, 6 FEET NORTHWEST OF AN
 GB0201'8-INCH APPLE TREE GROWING IN NORTHEAST CORNER OF FIELD, AT THE
 GB0201'LOWER EDGE OF A SLOPE, ABOUT LEVEL WITH ROAD AND ABOUT 7 FEET
 GB0201'ABOVE THE LEVEL OF TRACK, MARK IS IN POSITION THAT IT MAY GET
 GB0201'COVERED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1612 ***********************************************************************
 GZ1612  DESIGNATION -  A 222
 GZ1612  PID         -  GZ1612
 GZ1612  STATE/COUNTY-  KY/MARION
 GZ1612  USGS QUAD   -  SPURLINGTON (1994)
 GZ1612
 GZ1612                         *CURRENT SURVEY CONTROL
 GZ1612  ___________________________________________________________________
 GZ1612* NAD 83(1986)-  37 27 44.     (N)    085 20 17.     (W)     SCALED    
 GZ1612* NAVD 88     -       308.848  (meters)    1013.28   (feet)  ADJUSTED  
 GZ1612  ___________________________________________________________________
 GZ1612  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 GZ1612  DYNAMIC HT  -         308.605 (meters)    1012.48  (feet)  COMP
 GZ1612  MODELED GRAV-     979,837.2   (mgal)                       NAVD 88
 GZ1612
 GZ1612  VERT ORDER  -  SECOND    CLASS 0
 GZ1612
 GZ1612.The horizontal coordinates were scaled from a topographic map and have
 GZ1612.an estimated accuracy of +/- 6 seconds.
 GZ1612
 GZ1612.The orthometric height was determined by differential leveling
 GZ1612.and adjusted by the National Geodetic Survey in June 1991..
 GZ1612
 GZ1612.The geoid height was determined by GEOID03.
 GZ1612
 GZ1612.The dynamic height is computed by dividing the NAVD 88
 GZ1612.geopotential number by the normal gravity value computed on the
 GZ1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1612.degrees latitude (g = 980.6199 gals.).
 GZ1612
 GZ1612.The modeled gravity was interpolated from observed gravity values.
 GZ1612
 GZ1612;                    North         East    Units  Estimated Accuracy
 GZ1612;SPC KY1Z     - 1,125,370.    1,536,440.      MT  (+/- 180 meters Scaled)
 GZ1612
 GZ1612                          SUPERSEDED SURVEY CONTROL
 GZ1612
 GZ1612  NGVD 29 (??/??/92)  308.978  (m)         1013.71   (f) ADJ UNCH    2 0
 GZ1612
 GZ1612.Superseded values are not recommended for survey control.
 GZ1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1612.See file dsdata.txt to determine how the superseded data were derived.
 GZ1612
 GZ1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG469474(NAD 83)
 GZ1612_MARKER: DB = BENCH MARK DISK
 GZ1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1612_STAMPING: A 222 1951
 GZ1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1612+STABILITY: SURFACE MOTION
 GZ1612
 GZ1612  HISTORY     - Date     Condition        Report By
 GZ1612  HISTORY     - 1951     MONUMENTED       CGS
 GZ1612
 GZ1612                          STATION DESCRIPTION
 GZ1612
 GZ1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1612'AT FINLEY.
 GZ1612'AT FINLEY, ALONG U.S. HIGHWAY 68, AT THE CROSSING OF A GRAVEL
 GZ1612'ROAD WHICH FOLLOWS THE MARION-TAYLOR COUNTY LINE, 23 FEET
 GZ1612'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 63 FEET NORTHEAST
 GZ1612'OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTH OF THE SOUTH
 GZ1612'CORNER OF A WHITE HOUSE, 10 FEET NORTHEAST OF A COUNTY LINE
 GZ1612'SIGN POST, 4 1/2 FEET WEST OF A HIGHWAY SIGN CURVE, 1 FOOT
 GZ1612'SOUTHEAST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN
 GZ1612'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 GZ1612'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1598 ***********************************************************************
 GZ1598  DESIGNATION -  A 223
 GZ1598  PID         -  GZ1598
 GZ1598  STATE/COUNTY-  KY/TAYLOR
 GZ1598  USGS QUAD   -  SALOMA (1961)
 GZ1598
 GZ1598                         *CURRENT SURVEY CONTROL
 GZ1598  ___________________________________________________________________
 GZ1598* NAD 83(1986)-  37 27 58.     (N)    085 28 40.     (W)     SCALED    
 GZ1598* NAVD 88     -       306.225  (meters)    1004.67   (feet)  ADJUSTED  
 GZ1598  ___________________________________________________________________
 GZ1598  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GZ1598  DYNAMIC HT  -         305.985 (meters)    1003.89  (feet)  COMP
 GZ1598  MODELED GRAV-     979,837.0   (mgal)                       NAVD 88
 GZ1598
 GZ1598  VERT ORDER  -  SECOND    CLASS 0
 GZ1598
 GZ1598.The horizontal coordinates were scaled from a topographic map and have
 GZ1598.an estimated accuracy of +/- 6 seconds.
 GZ1598
 GZ1598.The orthometric height was determined by differential leveling
 GZ1598.and adjusted by the National Geodetic Survey in June 1991..
 GZ1598
 GZ1598.The geoid height was determined by GEOID03.
 GZ1598
 GZ1598.The dynamic height is computed by dividing the NAVD 88
 GZ1598.geopotential number by the normal gravity value computed on the
 GZ1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1598.degrees latitude (g = 980.6199 gals.).
 GZ1598
 GZ1598.The modeled gravity was interpolated from observed gravity values.
 GZ1598
 GZ1598;                    North         East    Units  Estimated Accuracy
 GZ1598;SPC KY1Z     - 1,125,750.    1,524,080.      MT  (+/- 180 meters Scaled)
 GZ1598
 GZ1598                          SUPERSEDED SURVEY CONTROL
 GZ1598
 GZ1598  NGVD 29 (??/??/92)  306.355  (m)         1005.10   (f) ADJ UNCH    2 0
 GZ1598
 GZ1598.Superseded values are not recommended for survey control.
 GZ1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1598.See file dsdata.txt to determine how the superseded data were derived.
 GZ1598
 GZ1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG346476(NAD 83)
 GZ1598_MARKER: DB = BENCH MARK DISK
 GZ1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1598_STAMPING: A 223 1951
 GZ1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1598+STABILITY: SURFACE MOTION
 GZ1598
 GZ1598  HISTORY     - Date     Condition        Report By
 GZ1598  HISTORY     - 1951     MONUMENTED       CGS
 GZ1598
 GZ1598                          STATION DESCRIPTION
 GZ1598
 GZ1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1598'1.5 MI E FROM MAPLE.
 GZ1598'ABOUT 1.5 MILES EAST ALONG A GRADED ROAD FROM THE POST OFFICE
 GZ1598'AT MAPLE, ABOUT 0.15 MILE EAST OF THE JUNCTION OF A ROAD
 GZ1598'SOUTHWEST, ABOUT 0.55 MILE EAST OF A ROAD NORTHWEST, SET AT THE
 GZ1598'JUNCTION OF A DRIVE SOUTHWEST TO A WHITE FARM HOUSE, 25 FEET
 GZ1598'SOUTH OF THE CENTER LINE OF THE ROAD, 11 FEET SOUTHEAST OF THE
 GZ1598'CENTER LINE OF THE DRIVE, 99 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GZ1598'THE HOUSE, 10 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT NORTHWEST OF A
 GZ1598'FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 GZ1598'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 GZ1598'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1613 ***********************************************************************
 GZ1613  DESIGNATION -  A 224
 GZ1613  PID         -  GZ1613
 GZ1613  STATE/COUNTY-  KY/MARION
 GZ1613  USGS QUAD   -  SPURLINGTON (1994)
 GZ1613
 GZ1613                         *CURRENT SURVEY CONTROL
 GZ1613  ___________________________________________________________________
 GZ1613* NAD 83(1986)-  37 28 14.     (N)    085 20 53.     (W)     SCALED    
 GZ1613* NAVD 88     -       306.785  (meters)    1006.51   (feet)  ADJUSTED  
 GZ1613  ___________________________________________________________________
 GZ1613  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 GZ1613  DYNAMIC HT  -         306.544 (meters)    1005.72  (feet)  COMP
 GZ1613  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 GZ1613
 GZ1613  VERT ORDER  -  SECOND    CLASS 0
 GZ1613
 GZ1613.The horizontal coordinates were scaled from a topographic map and have
 GZ1613.an estimated accuracy of +/- 6 seconds.
 GZ1613
 GZ1613.The orthometric height was determined by differential leveling
 GZ1613.and adjusted by the National Geodetic Survey in June 1991..
 GZ1613
 GZ1613.The geoid height was determined by GEOID03.
 GZ1613
 GZ1613.The dynamic height is computed by dividing the NAVD 88
 GZ1613.geopotential number by the normal gravity value computed on the
 GZ1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1613.degrees latitude (g = 980.6199 gals.).
 GZ1613
 GZ1613.The modeled gravity was interpolated from observed gravity values.
 GZ1613
 GZ1613;                    North         East    Units  Estimated Accuracy
 GZ1613;SPC KY1Z     - 1,126,290.    1,535,550.      MT  (+/- 180 meters Scaled)
 GZ1613
 GZ1613                          SUPERSEDED SURVEY CONTROL
 GZ1613
 GZ1613  NGVD 29 (??/??/92)  306.916  (m)         1006.94   (f) ADJ UNCH    2 0
 GZ1613
 GZ1613.Superseded values are not recommended for survey control.
 GZ1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1613.See file dsdata.txt to determine how the superseded data were derived.
 GZ1613
 GZ1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG460483(NAD 83)
 GZ1613_MARKER: DB = BENCH MARK DISK
 GZ1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1613_STAMPING: A 224 1951
 GZ1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1613+STABILITY: SURFACE MOTION
 GZ1613
 GZ1613  HISTORY     - Date     Condition        Report By
 GZ1613  HISTORY     - 1951     MONUMENTED       CGS
 GZ1613
 GZ1613                          STATION DESCRIPTION
 GZ1613
 GZ1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1613'0.9 MI W FROM FINLEY.
 GZ1613'ABOUT 0.9 MILE WEST ALONG A GRAVEL ROAD FROM THE INTERSECTION
 GZ1613'OF U.S. HIGHWAY 68 AT FINLEY, ABOUT 150 YARDS NORTHWEST OF A
 GZ1613'PIPE LINE CROSSING, ON THE OUTSIDE OF AND NEAR THE SOUTHEAST
 GZ1613'END OF A CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST, SET
 GZ1613'AT THE JUNCTION OF A PIPE LINE ROAD LEADING EAST, 32 FEET
 GZ1613'NORTHEAST OF THE CENTER LINE OF THE ROAD, 38 FEET NORTH OF THE
 GZ1613'CENTER LINE OF ROAD EAST, 2 FEET NORTHEAST OF A WHITE WOODEN
 GZ1613'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 GZ1613'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1669 ***********************************************************************
 GZ1669  DESIGNATION -  A 225
 GZ1669  PID         -  GZ1669
 GZ1669  STATE/COUNTY-  KY/ADAIR
 GZ1669  USGS QUAD   -  KNIFLEY (1970)
 GZ1669
 GZ1669                         *CURRENT SURVEY CONTROL
 GZ1669  ___________________________________________________________________
 GZ1669* NAD 83(1986)-  37 13 18.     (N)    085 12 17.     (W)     SCALED    
 GZ1669* NAVD 88     -       207.208  (meters)     679.81   (feet)  ADJUSTED  
 GZ1669  ___________________________________________________________________
 GZ1669  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GZ1669  DYNAMIC HT  -         207.042 (meters)     679.27  (feet)  COMP
 GZ1669  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 GZ1669
 GZ1669  VERT ORDER  -  SECOND    CLASS 0
 GZ1669
 GZ1669.The horizontal coordinates were scaled from a topographic map and have
 GZ1669.an estimated accuracy of +/- 6 seconds.
 GZ1669
 GZ1669.The orthometric height was determined by differential leveling
 GZ1669.and adjusted by the National Geodetic Survey in June 1991..
 GZ1669
 GZ1669.The geoid height was determined by GEOID03.
 GZ1669
 GZ1669.The dynamic height is computed by dividing the NAVD 88
 GZ1669.geopotential number by the normal gravity value computed on the
 GZ1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1669.degrees latitude (g = 980.6199 gals.).
 GZ1669
 GZ1669.The modeled gravity was interpolated from observed gravity values.
 GZ1669
 GZ1669;                    North         East    Units  Estimated Accuracy
 GZ1669;SPC KY1Z     - 1,098,730.    1,548,390.      MT  (+/- 180 meters Scaled)
 GZ1669
 GZ1669                          SUPERSEDED SURVEY CONTROL
 GZ1669
 GZ1669  NGVD 29 (??/??/92)  207.354  (m)          680.29   (f) ADJ UNCH    2 0
 GZ1669
 GZ1669.Superseded values are not recommended for survey control.
 GZ1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1669.See file dsdata.txt to determine how the superseded data were derived.
 GZ1669
 GZ1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG592209(NAD 83)
 GZ1669_MARKER: DB = BENCH MARK DISK
 GZ1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1669_STAMPING: A 225 1951 680.294
 GZ1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1669+STABILITY: SURFACE MOTION
 GZ1669
 GZ1669  HISTORY     - Date     Condition        Report By
 GZ1669  HISTORY     - 1951     MONUMENTED       CGS
 GZ1669  HISTORY     - 1958     GOOD             NGS
 GZ1669  HISTORY     - 20050823 MARK NOT FOUND   KYTC
 GZ1669
 GZ1669                          STATION DESCRIPTION
 GZ1669
 GZ1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1669'1.9 MI SW FROM KNIFLEY.
 GZ1669'ABOUT 1.9 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ1669'OFFICE AND INTERSECTION OF STATE HIGHWAY 76 AT KNIFLEY, ON THE
 GZ1669'OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING EAST AND
 GZ1669'NORTHWEST AND SET AT THE JUNCTION OF A DIM DRIVE SOUTH TO A
 GZ1669'LARGE OPEN PASTURE, 22 FEET SOUTH OF THE CENTER LINE OF ROAD,
 GZ1669'12 FEET WEST OF THE CENTER LINE OF DRIVE, 74 1/2 FEET SOUTHEAST
 GZ1669'OF THE SOUTHWEST END OF A 20-INCH PIPE CULVERT UNDER GRAVEL
 GZ1669'ROAD, 43 FEET NORTH-NORTHWEST OF THE WEST END OF AN 18-INCH
 GZ1669'PIPE CULVERT UNDER DRIVE, 12 FEET EAST-SOUTHEAST OF A 5-INCH
 GZ1669'CEDAR TREE IN A FENCE LINE, 1 FOOT NORTH OF FENCE LINE, ABOUT
 GZ1669'2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1669'PROJECTING 5 INCHES.  NOTE-- THE MARK IS ALSO 3 FEET NORTHWEST
 GZ1669'OF A GATEPOST.
 GZ1669
 GZ1669                          STATION RECOVERY (1958)
 GZ1669
 GZ1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1669'RECOVERED IN GOOD CONDITION.
 GZ1669
 GZ1669                          STATION RECOVERY (2005)
 GZ1669
 GZ1669'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1759 ***********************************************************************
 GZ1759  DESIGNATION -  A 226
 GZ1759  PID         -  GZ1759
 GZ1759  STATE/COUNTY-  KY/GREEN
 GZ1759  USGS QUAD   -  GRESHAM (1987)
 GZ1759
 GZ1759                         *CURRENT SURVEY CONTROL
 GZ1759  ___________________________________________________________________
 GZ1759* NAD 83(1986)-  37 12 37.     (N)    085 22 35.     (W)     SCALED    
 GZ1759* NAVD 88     -       251.708  (meters)     825.81   (feet)  ADJUSTED  
 GZ1759  ___________________________________________________________________
 GZ1759  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GZ1759  DYNAMIC HT  -         251.510 (meters)     825.16  (feet)  COMP
 GZ1759  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 GZ1759
 GZ1759  VERT ORDER  -  SECOND    CLASS 0
 GZ1759
 GZ1759.The horizontal coordinates were scaled from a topographic map and have
 GZ1759.an estimated accuracy of +/- 6 seconds.
 GZ1759
 GZ1759.The orthometric height was determined by differential leveling
 GZ1759.and adjusted by the National Geodetic Survey in June 1991..
 GZ1759
 GZ1759.The geoid height was determined by GEOID03.
 GZ1759
 GZ1759.The dynamic height is computed by dividing the NAVD 88
 GZ1759.geopotential number by the normal gravity value computed on the
 GZ1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1759.degrees latitude (g = 980.6199 gals.).
 GZ1759
 GZ1759.The modeled gravity was interpolated from observed gravity values.
 GZ1759
 GZ1759;                    North         East    Units  Estimated Accuracy
 GZ1759;SPC KY1Z     - 1,097,390.    1,533,160.      MT  (+/- 180 meters Scaled)
 GZ1759
 GZ1759                          SUPERSEDED SURVEY CONTROL
 GZ1759
 GZ1759  NGVD 29 (??/??/92)  251.856  (m)          826.30   (f) ADJ UNCH    2 0
 GZ1759
 GZ1759.Superseded values are not recommended for survey control.
 GZ1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1759.See file dsdata.txt to determine how the superseded data were derived.
 GZ1759
 GZ1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG440194(NAD 83)
 GZ1759_MARKER: DB = BENCH MARK DISK
 GZ1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1759_STAMPING: A 266 1951
 GZ1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1759+STABILITY: SURFACE MOTION
 GZ1759
 GZ1759  HISTORY     - Date     Condition        Report By
 GZ1759  HISTORY     - 1951     MONUMENTED       CGS
 GZ1759  HISTORY     - 20050825 MARK NOT FOUND   KYTC
 GZ1759
 GZ1759                          STATION DESCRIPTION
 GZ1759
 GZ1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1759'2.8 MI NW FROM COBURG.
 GZ1759'ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 55 FROM THE POST OFFICE
 GZ1759'AT COBURG, THENCE ABOUT 1.85 MILES WEST ALONG A GRAVEL ROAD,
 GZ1759'ABOUT 0.35 MILE EAST OF BEACH GROVE SCHOOL, ON THE OUTSIDE
 GZ1759'OF A CURVE WITH TANGENTS EXTENDING WEST AND NORTHEAST, AT THE
 GZ1759'JUNCTION OF A DRIVE NORTH TO A BARN AND AT A GATE TO A THICK
 GZ1759'WOODED AREA, 28 FEET SOUTH OF THE CENTER OF ROAD, 8 FEET EAST
 GZ1759'OF THE EXTENDED CENTER LINE OF DRIVE TO BARN, 9 FEET WEST OF
 GZ1759'OF CENTER OF GATE, 1 FOOT NORTH OF A FENCE LINE, 2 FEET EAST OF
 GZ1759'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND
 GZ1759'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GZ1759
 GZ1759                          STATION RECOVERY (2005)
 GZ1759
 GZ1759'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1759'A GRAVEL DRIVE TO THE SOUTH AT LOCATION, MARK POSSIBLY COVERED,
 GZ1759'PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2005 ***********************************************************************
 GZ2005  DESIGNATION -  A 227
 GZ2005  PID         -  GZ2005
 GZ2005  STATE/COUNTY-  KY/GREEN
 GZ2005  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ2005
 GZ2005                         *CURRENT SURVEY CONTROL
 GZ2005  ___________________________________________________________________
 GZ2005* NAD 83(1986)-  37 17 55.     (N)    085 35 08.     (W)     SCALED    
 GZ2005* NAVD 88     -       222.131  (meters)     728.77   (feet)  ADJUSTED  
 GZ2005  ___________________________________________________________________
 GZ2005  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GZ2005  DYNAMIC HT  -         221.960 (meters)     728.21  (feet)  COMP
 GZ2005  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 GZ2005
 GZ2005  VERT ORDER  -  SECOND    CLASS 0
 GZ2005
 GZ2005.The horizontal coordinates were scaled from a topographic map and have
 GZ2005.an estimated accuracy of +/- 6 seconds.
 GZ2005
 GZ2005.The orthometric height was determined by differential leveling
 GZ2005.and adjusted by the National Geodetic Survey in June 1991..
 GZ2005
 GZ2005.The geoid height was determined by GEOID03.
 GZ2005
 GZ2005.The dynamic height is computed by dividing the NAVD 88
 GZ2005.geopotential number by the normal gravity value computed on the
 GZ2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2005.degrees latitude (g = 980.6199 gals.).
 GZ2005
 GZ2005.The modeled gravity was interpolated from observed gravity values.
 GZ2005
 GZ2005;                    North         East    Units  Estimated Accuracy
 GZ2005;SPC KY1Z     - 1,107,140.    1,514,580.      MT  (+/- 180 meters Scaled)
 GZ2005
 GZ2005                          SUPERSEDED SURVEY CONTROL
 GZ2005
 GZ2005  NGVD 29 (??/??/92)  222.274  (m)          729.24   (f) ADJ UNCH    2 0
 GZ2005
 GZ2005.Superseded values are not recommended for survey control.
 GZ2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2005.See file dsdata.txt to determine how the superseded data were derived.
 GZ2005
 GZ2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG253289(NAD 83)
 GZ2005_MARKER: DB = BENCH MARK DISK
 GZ2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2005_STAMPING: A 227 1951
 GZ2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2005+STABILITY: SURFACE MOTION
 GZ2005
 GZ2005  HISTORY     - Date     Condition        Report By
 GZ2005  HISTORY     - 1951     MONUMENTED       CGS
 GZ2005
 GZ2005                          STATION DESCRIPTION
 GZ2005
 GZ2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2005'0.8 MI SW FROM GABE.
 GZ2005'ABOUT 0.8 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ2005'AND CROSSROADS AT GABE, NEAR THE TOP OF A HILL, AT THE SOUTH
 GZ2005'CORNER OF A LARGE OPEN PASTURE, 15 FEET NORTHWEST OF THE CENTER
 GZ2005'LINE OF THE ROAD, 7 FEET NORTHWEST OF A 20-INCH OAK TREE IN FENCE
 GZ2005'LINE, 6 1/2 FEET WEST OF A FENCE CORNER, 3 FEET SOUTHWEST OF A
 GZ2005'FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ2005'3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ2005'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2080 ***********************************************************************
 GZ2080  DESIGNATION -  A 228
 GZ2080  PID         -  GZ2080
 GZ2080  STATE/COUNTY-  KY/GREEN
 GZ2080  USGS QUAD   -  EXIE (1987)
 GZ2080
 GZ2080                         *CURRENT SURVEY CONTROL
 GZ2080  ___________________________________________________________________
 GZ2080* NAD 83(1986)-  37 12 49.     (N)    085 36 29.     (W)     SCALED    
 GZ2080* NAVD 88     -       235.252  (meters)     771.82   (feet)  ADJUSTED  
 GZ2080  ___________________________________________________________________
 GZ2080  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GZ2080  DYNAMIC HT  -         235.070 (meters)     771.23  (feet)  COMP
 GZ2080  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 GZ2080
 GZ2080  VERT ORDER  -  SECOND    CLASS 0
 GZ2080
 GZ2080.The horizontal coordinates were scaled from a topographic map and have
 GZ2080.an estimated accuracy of +/- 6 seconds.
 GZ2080
 GZ2080.The orthometric height was determined by differential leveling
 GZ2080.and adjusted by the National Geodetic Survey in June 1991..
 GZ2080
 GZ2080.The geoid height was determined by GEOID03.
 GZ2080
 GZ2080.The dynamic height is computed by dividing the NAVD 88
 GZ2080.geopotential number by the normal gravity value computed on the
 GZ2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2080.degrees latitude (g = 980.6199 gals.).
 GZ2080
 GZ2080.The modeled gravity was interpolated from observed gravity values.
 GZ2080
 GZ2080;                    North         East    Units  Estimated Accuracy
 GZ2080;SPC KY1Z     - 1,097,710.    1,512,600.      MT  (+/- 180 meters Scaled)
 GZ2080
 GZ2080                          SUPERSEDED SURVEY CONTROL
 GZ2080
 GZ2080  NGVD 29 (??/??/92)  235.392  (m)          772.28   (f) ADJ UNCH    2 0
 GZ2080
 GZ2080.Superseded values are not recommended for survey control.
 GZ2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2080.See file dsdata.txt to determine how the superseded data were derived.
 GZ2080
 GZ2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG235194(NAD 83)
 GZ2080_MARKER: DB = BENCH MARK DISK
 GZ2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2080_STAMPING: A 228 1951
 GZ2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2080+STABILITY: SURFACE MOTION
 GZ2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2080+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 GZ2080
 GZ2080  HISTORY     - Date     Condition        Report By
 GZ2080  HISTORY     - 1951     MONUMENTED       CGS
 GZ2080  HISTORY     - 20010425 GOOD             KYDT
 GZ2080
 GZ2080                          STATION DESCRIPTION
 GZ2080
 GZ2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2080'2.3 MI NE FROM PIERCE.
 GZ2080'ABOUT 0.35 MILE EAST ALONG STATE HIGHWAY 218 FROM THE CROSSROADS
 GZ2080'AND SCHOOL AT PIERCE, THENCE ABOUT 1.95 MILE NORTH ALONG A GRAVEL
 GZ2080'ROAD, ABOUT 2.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST
 GZ2080'OFFICE AND INTERSECTION OF STATE HIGHWAY 88 AT DONANSBURG, ABOUT
 GZ2080'0.5 MILE SOUTHEAST OF FANCY RIDGE SCHOOL, ABOUT 0.65 MILE
 GZ2080'NORTHWEST OF A ROAD WEST, AT THE JUNCTION OF A DRIVE NORTHEAST TO
 GZ2080'A FARM HOUSE, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GZ2080'SOUTH AND NORTHWEST, 15 FEET NORTHEAST OF THE CENTER LINE OF THE
 GZ2080'ROAD, 26 FEET SOUTH OF THE NORTH LEG OF DRIVE, 10 FEET SOUTHEAST
 GZ2080'OF THE NORTHEAST END OF AN 18-INCH PIPE CULVERT WITH CONCRETE HEAD
 GZ2080'WALLS, 10 FEET WEST OF THE CENTER LINE OF EAST LEG OF DRIVE, ABOUT
 GZ2080'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ2080'PROJECTING 3 INCHES.
 GZ2080
 GZ2080                          STATION RECOVERY (2001)
 GZ2080
 GZ2080'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2080'MARK IS IN GRASSY TRIANGLE FORMED BY ROAD/GRAVEL DRIVE TO HOUSE AND
 GZ2080'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2011 ***********************************************************************
 GZ2011  DESIGNATION -  A 229
 GZ2011  PID         -  GZ2011
 GZ2011  STATE/COUNTY-  KY/GREEN
 GZ2011  USGS QUAD   -  EXIE (1987)
 GZ2011
 GZ2011                         *CURRENT SURVEY CONTROL
 GZ2011  ___________________________________________________________________
 GZ2011* NAD 83(1986)-  37 14 38.     (N)    085 37 03.     (W)     SCALED    
 GZ2011* NAVD 88     -       232.260  (meters)     762.01   (feet)  ADJUSTED  
 GZ2011  ___________________________________________________________________
 GZ2011  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GZ2011  DYNAMIC HT  -         232.081 (meters)     761.42  (feet)  COMP
 GZ2011  MODELED GRAV-     979,854.3   (mgal)                       NAVD 88
 GZ2011
 GZ2011  VERT ORDER  -  SECOND    CLASS 0
 GZ2011
 GZ2011.The horizontal coordinates were scaled from a topographic map and have
 GZ2011.an estimated accuracy of +/- 6 seconds.
 GZ2011
 GZ2011.The orthometric height was determined by differential leveling
 GZ2011.and adjusted by the National Geodetic Survey in June 1991..
 GZ2011
 GZ2011.The geoid height was determined by GEOID03.
 GZ2011
 GZ2011.The dynamic height is computed by dividing the NAVD 88
 GZ2011.geopotential number by the normal gravity value computed on the
 GZ2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2011.degrees latitude (g = 980.6199 gals.).
 GZ2011
 GZ2011.The modeled gravity was interpolated from observed gravity values.
 GZ2011
 GZ2011;                    North         East    Units  Estimated Accuracy
 GZ2011;SPC KY1Z     - 1,101,070.    1,511,760.      MT  (+/- 180 meters Scaled)
 GZ2011
 GZ2011                          SUPERSEDED SURVEY CONTROL
 GZ2011
 GZ2011  NGVD 29 (??/??/92)  232.399  (m)          762.46   (f) ADJ UNCH    2 0
 GZ2011
 GZ2011.Superseded values are not recommended for survey control.
 GZ2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2011.See file dsdata.txt to determine how the superseded data were derived.
 GZ2011
 GZ2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG226228(NAD 83)
 GZ2011_MARKER: DB = BENCH MARK DISK
 GZ2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2011_STAMPING: A 229 1951
 GZ2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2011+STABILITY: SURFACE MOTION
 GZ2011
 GZ2011  HISTORY     - Date     Condition        Report By
 GZ2011  HISTORY     - 1951     MONUMENTED       CGS
 GZ2011  HISTORY     - 20010425 MARK NOT FOUND   KYDT
 GZ2011
 GZ2011                          STATION DESCRIPTION
 GZ2011
 GZ2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2011'0.6 MI NE FROM DONANSBURG.
 GZ2011'ABOUT 0.65 MILE NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST
 GZ2011'OFFICE AND CROSSROADS AT DONANSBURG, ON THE NORTHEAST SLOPE OF A
 GZ2011'LONG GRADUAL HILL, ABOUT 120 YARDS NORTHEAST OF THE TOP OF GRADE
 GZ2011'AND A DRIVE NORTHWEST TO A WHITE HOUSE WITH RED ROOF, 28 FEET
 GZ2011'NORTHWEST OF THE CENTER LINE OF HIGHWAY, 80 FEET WEST AND ACROSS
 GZ2011'HIGHWAY FROM A POWER POLE THAT IS BETWEEN TWO POLES WITH
 GZ2011'TRANSFORMERS, 104 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT
 GZ2011'SOUTHEAST OF A FENCE LINE, ABOUT 1 FOOT BELOW THE ROAD AND SET
 GZ2011'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ2011
 GZ2011                          STATION RECOVERY (2001)
 GZ2011
 GZ2011'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2011'LOCATION IS AT EDGE OF CULTIVATED FIELD, POSSIBLY PLOWED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2625 ***********************************************************************
 GA2625  DESIGNATION -  A 231
 GA2625  PID         -  GA2625
 GA2625  STATE/COUNTY-  KY/BELL
 GA2625  USGS QUAD   -  EAGAN (1953)
 GA2625
 GA2625                         *CURRENT SURVEY CONTROL
 GA2625  ___________________________________________________________________
 GA2625* NAD 83(1986)-  36 35 37.     (N)    083 53 07.     (W)     SCALED    
 GA2625* NAVD 88     -       399.098  (meters)    1309.37   (feet)  ADJUSTED  
 GA2625  ___________________________________________________________________
 GA2625  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GA2625  DYNAMIC HT  -         398.744 (meters)    1308.21  (feet)  COMP
 GA2625  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 GA2625
 GA2625  VERT ORDER  -  SECOND    CLASS 0
 GA2625
 GA2625.The horizontal coordinates were scaled from a topographic map and have
 GA2625.an estimated accuracy of +/- 6 seconds.
 GA2625
 GA2625.The orthometric height was determined by differential leveling
 GA2625.and adjusted by the National Geodetic Survey in June 1991..
 GA2625
 GA2625.The geoid height was determined by GEOID03.
 GA2625
 GA2625.The dynamic height is computed by dividing the NAVD 88
 GA2625.geopotential number by the normal gravity value computed on the
 GA2625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2625.degrees latitude (g = 980.6199 gals.).
 GA2625
 GA2625.The modeled gravity was interpolated from observed gravity values.
 GA2625
 GA2625;                    North         East    Units  Estimated Accuracy
 GA2625;SPC KY1Z     - 1,030,560.    1,666,880.      MT  (+/- 180 meters Scaled)
 GA2625
 GA2625                          SUPERSEDED SURVEY CONTROL
 GA2625
 GA2625  NGVD 29 (??/??/92)  399.220  (m)         1309.77   (f) ADJ UNCH    2 0
 GA2625
 GA2625.Superseded values are not recommended for survey control.
 GA2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2625.See file dsdata.txt to determine how the superseded data were derived.
 GA2625
 GA2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA418536(NAD 83)
 GA2625_MARKER: DB = BENCH MARK DISK
 GA2625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2625_SP_SET: BRIDGE
 GA2625_STAMPING: A 231 1951 1309.774
 GA2625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2625
 GA2625  HISTORY     - Date     Condition        Report By
 GA2625  HISTORY     - 1951     MONUMENTED       CGS
 GA2625  HISTORY     - 1975     GOOD             NGS
 GA2625  HISTORY     - 1980     GOOD             LOCSUR
 GA2625
 GA2625                          STATION DESCRIPTION
 GA2625
 GA2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2625'AT FONDE.
 GA2625'AT FONDE, AT THE JUNCTION OF STATE HIGHWAYS 74 AND 535, ABOUT 125
 GA2625'YARDS EAST ALONG STATE HIGHWAY 535 FROM THE JUNCTION OF HIGHWAY
 GA2625'74, SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A
 GA2625'50-FOOT BRIDGE OVER SOUDER CREEK, 13 FEET SOUTH OF THE CENTER LINE
 GA2625'OF HIGHWAY 535 AND ABOUT LEVEL WITH HIGHWAY.
 GA2625
 GA2625                          STATION RECOVERY (1975)
 GA2625
 GA2625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2625'RECOVERED IN GOOD CONDITION.
 GA2625
 GA2625                          STATION RECOVERY (1980)
 GA2625
 GA2625'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GA2625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1296 ***********************************************************************
 GB1296  DESIGNATION -  A 231 X
 GB1296  PID         -  GB1296
 GB1296  STATE/COUNTY-  KY/PULASKI
 GB1296  USGS QUAD   -  MILL SPRINGS (1978)
 GB1296
 GB1296                         *CURRENT SURVEY CONTROL
 GB1296  ___________________________________________________________________
 GB1296* NAD 83(1986)-  36 59 50.     (N)    084 46 30.     (W)     SCALED    
 GB1296* NAVD 88     -       299.028  (meters)     981.06   (feet)  ADJUSTED  
 GB1296  ___________________________________________________________________
 GB1296  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB1296  DYNAMIC HT  -         298.788 (meters)     980.27  (feet)  COMP
 GB1296  MODELED GRAV-     979,817.4   (mgal)                       NAVD 88
 GB1296
 GB1296  VERT ORDER  -  SECOND    CLASS 0
 GB1296
 GB1296.The horizontal coordinates were scaled from a topographic map and have
 GB1296.an estimated accuracy of +/- 6 seconds.
 GB1296
 GB1296.The orthometric height was determined by differential leveling
 GB1296.and adjusted by the National Geodetic Survey in June 1991..
 GB1296
 GB1296.The geoid height was determined by GEOID03.
 GB1296
 GB1296.The dynamic height is computed by dividing the NAVD 88
 GB1296.geopotential number by the normal gravity value computed on the
 GB1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1296.degrees latitude (g = 980.6199 gals.).
 GB1296
 GB1296.The modeled gravity was interpolated from observed gravity values.
 GB1296
 GB1296;                    North         East    Units  Estimated Accuracy
 GB1296;SPC KY1Z     - 1,074,140.    1,586,790.      MT  (+/- 180 meters Scaled)
 GB1296
 GB1296                          SUPERSEDED SURVEY CONTROL
 GB1296
 GB1296  NGVD 29 (??/??/92)  299.177  (m)          981.55   (f) ADJ UNCH    2 0
 GB1296
 GB1296.Superseded values are not recommended for survey control.
 GB1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1296.See file dsdata.txt to determine how the superseded data were derived.
 GB1296
 GB1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF979968(NAD 83)
 GB1296_MARKER: DB = BENCH MARK DISK
 GB1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1296_STAMPING: A 231X1951 981.550
 GB1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1296+STABILITY: SURFACE MOTION
 GB1296
 GB1296  HISTORY     - Date     Condition        Report By
 GB1296  HISTORY     - 1951     MONUMENTED       CGS
 GB1296  HISTORY     - 1958     GOOD             NGS
 GB1296
 GB1296                          STATION DESCRIPTION
 GB1296
 GB1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1296'1.4 MI SE FROM NAOMI.
 GB1296'ABOUT 1.4 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE
 GB1296'AT NAOMI, ABOUT 1.05 MILE SOUTHEAST OF NAOMI SCHOOL, AT THE
 GB1296'NORTHWEST POINT OF A TRIANGLE FORMED BY THE JUNCTION OF A ROAD
 GB1296'SOUTH, 28 FEET SOUTH OF THE CENTER LINE OF MAIN ROAD, 21 FEET
 GB1296'NORTHEAST OF CENTER LINE OF SOUTHWEST SIDE OF TRIANGLE, 89 FEET
 GB1296'SOUTH-SOUTHWEST AND ACROSS ROAD FROM A POWER POLE, 67 FEET
 GB1296'EAST-SOUTHEAST AND ACROSS ROAD SOUTHEAST FROM A 28-INCH OAK
 GB1296'TREE IN A FENCE CORNER, 67 FEET NORTH AND ACROSS ROAD SOUTHEAST
 GB1296'FROM THE NORTHEAST CORNER OF A BARN, 1 1/2 FEET SOUTHEAST OF A
 GB1296'WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET ABOVE THE MAIN ROAD
 GB1296'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB1296
 GB1296                          STATION RECOVERY (1958)
 GB1296
 GB1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1257 ***********************************************************************
 GB1257  DESIGNATION -  A 232
 GB1257  PID         -  GB1257
 GB1257  STATE/COUNTY-  KY/WAYNE
 GB1257  USGS QUAD   -  FRAZER (1982)
 GB1257
 GB1257                         *CURRENT SURVEY CONTROL
 GB1257  ___________________________________________________________________
 GB1257* NAD 83(1986)-  36 54 47.     (N)    084 40 22.     (W)     SCALED    
 GB1257* NAVD 88     -       275.167  (meters)     902.78   (feet)  ADJUSTED  
 GB1257  ___________________________________________________________________
 GB1257  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB1257  DYNAMIC HT  -         274.951 (meters)     902.07  (feet)  COMP
 GB1257  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 GB1257
 GB1257  VERT ORDER  -  SECOND    CLASS 0
 GB1257
 GB1257.The horizontal coordinates were scaled from a topographic map and have
 GB1257.an estimated accuracy of +/- 6 seconds.
 GB1257
 GB1257.The orthometric height was determined by differential leveling
 GB1257.and adjusted by the National Geodetic Survey in June 1991..
 GB1257
 GB1257.The geoid height was determined by GEOID03.
 GB1257
 GB1257.The dynamic height is computed by dividing the NAVD 88
 GB1257.geopotential number by the normal gravity value computed on the
 GB1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1257.degrees latitude (g = 980.6199 gals.).
 GB1257
 GB1257.The modeled gravity was interpolated from observed gravity values.
 GB1257
 GB1257;                    North         East    Units  Estimated Accuracy
 GB1257;SPC KY1Z     - 1,064,900.    1,596,000.      MT  (+/- 180 meters Scaled)
 GB1257
 GB1257                          SUPERSEDED SURVEY CONTROL
 GB1257
 GB1257  NGVD 29 (??/??/92)  275.329  (m)          903.31   (f) ADJ UNCH    2 0
 GB1257
 GB1257.Superseded values are not recommended for survey control.
 GB1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1257.See file dsdata.txt to determine how the superseded data were derived.
 GB1257
 GB1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF073877(NAD 83)
 GB1257_MARKER: DB = BENCH MARK DISK
 GB1257_SETTING: 66 = SET IN ROCK OUTCROP
 GB1257_SP_SET: ROCK OUTCROP
 GB1257_STAMPING: A 232 1951 903.309
 GB1257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1257+STABILITY: POSITION/ELEVATION WELL
 GB1257
 GB1257  HISTORY     - Date     Condition        Report By
 GB1257  HISTORY     - 1951     MONUMENTED       CGS
 GB1257  HISTORY     - 1957     GOOD             NGS
 GB1257
 GB1257                          STATION DESCRIPTION
 GB1257
 GB1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1257'1.7 MI W FROM KIDDER.
 GB1257'ABOUT 0.35 MILE NORTHWEST ALONG A ROUGH ROCKY ROAD FROM THE
 GB1257'POST OFFICE AT KIDDER, THENCE ABOUT 1.35 MILES WEST ALONG A
 GB1257'NARROW ROUGH ROCKY ROAD, AT A DIM CROSSROAD, SET IN THE TOP
 GB1257'OF AN OUTCROP LIMESTONE, 83 FEET NORTHWEST AND ACROSS ROAD SOUTH
 GB1257'FROM A FENCE CORNER, 20 FEET SOUTH OF CENTER LINE OF DIM ROAD
 GB1257'WEST, 18 FEET WEST OF CENTER LINE OF ROAD SOUTH, 28 FEET SOUTHWEST
 GB1257'OF CENTER OF INTERSECTION AT CENTER OF SMALL WASH, AND ABOUT 3
 GB1257'FEET ABOVE THE ROAD.
 GB1257
 GB1257                          STATION RECOVERY (1957)
 GB1257
 GB1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1135 ***********************************************************************
 GB1135  DESIGNATION -  A 233
 GB1135  PID         -  GB1135
 GB1135  STATE/COUNTY-  KY/WAYNE
 GB1135  USGS QUAD   -  MILL SPRINGS (1978)
 GB1135
 GB1135                         *CURRENT SURVEY CONTROL
 GB1135  ___________________________________________________________________
 GB1135* NAD 83(1986)-  36 52 43.     (N)    084 47 00.     (W)     SCALED    
 GB1135* NAVD 88     -       288.241  (meters)     945.67   (feet)  ADJUSTED  
 GB1135  ___________________________________________________________________
 GB1135  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GB1135  DYNAMIC HT  -         288.008 (meters)     944.91  (feet)  COMP
 GB1135  MODELED GRAV-     979,815.6   (mgal)                       NAVD 88
 GB1135
 GB1135  VERT ORDER  -  SECOND    CLASS 0
 GB1135
 GB1135.The horizontal coordinates were scaled from a topographic map and have
 GB1135.an estimated accuracy of +/- 6 seconds.
 GB1135
 GB1135.The orthometric height was determined by differential leveling
 GB1135.and adjusted by the National Geodetic Survey in June 1991..
 GB1135
 GB1135.The geoid height was determined by GEOID03.
 GB1135
 GB1135.The dynamic height is computed by dividing the NAVD 88
 GB1135.geopotential number by the normal gravity value computed on the
 GB1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1135.degrees latitude (g = 980.6199 gals.).
 GB1135
 GB1135.The modeled gravity was interpolated from observed gravity values.
 GB1135
 GB1135;                    North         East    Units  Estimated Accuracy
 GB1135;SPC KY1Z     - 1,060,970.    1,586,180.      MT  (+/- 180 meters Scaled)
 GB1135
 GB1135                          SUPERSEDED SURVEY CONTROL
 GB1135
 GB1135  NGVD 29 (??/??/92)  288.388  (m)          946.15   (f) ADJ UNCH    2 0
 GB1135
 GB1135.Superseded values are not recommended for survey control.
 GB1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1135.See file dsdata.txt to determine how the superseded data were derived.
 GB1135
 GB1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF975837(NAD 83)
 GB1135_MARKER: DB = BENCH MARK DISK
 GB1135_SETTING: 66 = SET IN ROCK OUTCROP
 GB1135_SP_SET: ROCK OUTCROP
 GB1135_STAMPING: A 233 1951 946.153
 GB1135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1135+STABILITY: POSITION/ELEVATION WELL
 GB1135
 GB1135  HISTORY     - Date     Condition        Report By
 GB1135  HISTORY     - 1951     MONUMENTED       CGS
 GB1135  HISTORY     - 1957     GOOD             NGS
 GB1135
 GB1135                          STATION DESCRIPTION
 GB1135
 GB1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1135'1.2 MI SE FROM STEUBENVILLE.
 GB1135'ABOUT 1.25 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1135'AND JUNCTION OF STATE HIGHWAY 90 AT STEUBENVILLE, ABOUT 0.5 MILE
 GB1135'NORTHWEST OF THE JUNCTION OF A ROAD NORTHEAST, ON THE OUTSIDE OF A
 GB1135'CURVE IN THE ROAD WITH TANGENTS EXTENDING WEST AND SOUTHEAST, 29
 GB1135'FEET NORTHEAST OF THE CENTER LINE OF ROAD, ABOUT 30 YARDS EAST OF
 GB1135'CENTER OF CURVE, 40 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE
 GB1135'ROAD LEADING NORTHEAST, 18 FEET NORTHEAST OF A FENCE LINE, ABOUT
 GB1135'1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF AN OUTCROP OF
 GB1135'LIMESTONE ABOUT 9 BY 2 1/2 FEET.
 GB1135
 GB1135                          STATION RECOVERY (1957)
 GB1135
 GB1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1178 ***********************************************************************
 GB1178  DESIGNATION -  A 234
 GB1178  PID         -  GB1178
 GB1178  STATE/COUNTY-  KY/WAYNE
 GB1178  USGS QUAD   -  MONTICELLO (1977)
 GB1178
 GB1178                         *CURRENT SURVEY CONTROL
 GB1178  ___________________________________________________________________
 GB1178* NAD 83(1986)-  36 45 49.     (N)    084 50 30.     (W)     SCALED    
 GB1178* NAVD 88     -       314.673  (meters)    1032.39   (feet)  ADJUSTED  
 GB1178  ___________________________________________________________________
 GB1178  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GB1178  DYNAMIC HT  -         314.409 (meters)    1031.52  (feet)  COMP
 GB1178  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 GB1178
 GB1178  VERT ORDER  -  SECOND    CLASS 0
 GB1178
 GB1178.The horizontal coordinates were scaled from a topographic map and have
 GB1178.an estimated accuracy of +/- 6 seconds.
 GB1178
 GB1178.The orthometric height was determined by differential leveling
 GB1178.and adjusted by the National Geodetic Survey in June 1991..
 GB1178
 GB1178.The geoid height was determined by GEOID03.
 GB1178
 GB1178.The dynamic height is computed by dividing the NAVD 88
 GB1178.geopotential number by the normal gravity value computed on the
 GB1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1178.degrees latitude (g = 980.6199 gals.).
 GB1178
 GB1178.The modeled gravity was interpolated from observed gravity values.
 GB1178
 GB1178;                    North         East    Units  Estimated Accuracy
 GB1178;SPC KY1Z     - 1,048,150.    1,581,110.      MT  (+/- 180 meters Scaled)
 GB1178
 GB1178                          SUPERSEDED SURVEY CONTROL
 GB1178
 GB1178  NGVD 29 (??/??/92)  314.807  (m)         1032.83   (f) ADJ UNCH    2 0
 GB1178
 GB1178.Superseded values are not recommended for survey control.
 GB1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1178.See file dsdata.txt to determine how the superseded data were derived.
 GB1178
 GB1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF926708(NAD 83)
 GB1178_MARKER: DB = BENCH MARK DISK
 GB1178_SETTING: 66 = SET IN ROCK OUTCROP
 GB1178_SP_SET: ROCK OUTCROP
 GB1178_STAMPING: A 234 1951 1032.829
 GB1178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1178+STABILITY: POSITION/ELEVATION WELL
 GB1178
 GB1178  HISTORY     - Date     Condition        Report By
 GB1178  HISTORY     - 1951     MONUMENTED       CGS
 GB1178  HISTORY     - 1957     GOOD             NGS
 GB1178
 GB1178                          STATION DESCRIPTION
 GB1178
 GB1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1178'0.4 MI NE FROM SUMPTER.
 GB1178'ABOUT 0.35 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE ROAD
 GB1178'JUNCTION AND SCHOOL AT SUMPTER, AT A ROAD LEADING EAST, IN THE
 GB1178'TOP OF AN OUTCROP OF LIMESTONE, 84 FEET EAST OF CENTER LINE OF
 GB1178'ROAD, 90 FEET SOUTHEAST OF CENTER OF JUNCTION, 77 FEET NORTHEAST
 GB1178'OF AN 18-INCH PIPE CULVERT UNDER ROAD, 61 FEET NORTHWEST OF WEST
 GB1178'GATE POST OF ENTRANCE GATE INTO A PASTURE, 34 FEET SOUTH OF
 GB1178'CENTER LINE OF ROAD EAST AND ABOUT LEVEL WITH ROAD.  NOTE-- THE
 GB1178'ROAD IS NOW BLACK-TOPPED.
 GB1178
 GB1178                          STATION RECOVERY (1957)
 GB1178
 GB1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1280 ***********************************************************************
 GB1280  DESIGNATION -  A 235
 GB1280  PID         -  GB1280
 GB1280  STATE/COUNTY-  KY/WAYNE
 GB1280  USGS QUAD   -  COOPERSVILLE (1983)
 GB1280
 GB1280                         *CURRENT SURVEY CONTROL
 GB1280  ___________________________________________________________________
 GB1280* NAD 83(1986)-  36 47 16.     (N)    084 38 42.     (W)     SCALED    
 GB1280* NAVD 88     -       243.830  (meters)     799.97   (feet)  ADJUSTED  
 GB1280  ___________________________________________________________________
 GB1280  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GB1280  DYNAMIC HT  -         243.638 (meters)     799.34  (feet)  COMP
 GB1280  MODELED GRAV-     979,835.2   (mgal)                       NAVD 88
 GB1280
 GB1280  VERT ORDER  -  SECOND    CLASS 0
 GB1280
 GB1280.The horizontal coordinates were scaled from a topographic map and have
 GB1280.an estimated accuracy of +/- 6 seconds.
 GB1280
 GB1280.The orthometric height was determined by differential leveling
 GB1280.and adjusted by the National Geodetic Survey in June 1991..
 GB1280
 GB1280.The geoid height was determined by GEOID03.
 GB1280
 GB1280.The dynamic height is computed by dividing the NAVD 88
 GB1280.geopotential number by the normal gravity value computed on the
 GB1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1280.degrees latitude (g = 980.6199 gals.).
 GB1280
 GB1280.The modeled gravity was interpolated from observed gravity values.
 GB1280
 GB1280;                    North         East    Units  Estimated Accuracy
 GB1280;SPC KY1Z     - 1,051,020.    1,598,640.      MT  (+/- 180 meters Scaled)
 GB1280
 GB1280                          SUPERSEDED SURVEY CONTROL
 GB1280
 GB1280  NGVD 29 (??/??/92)  243.978  (m)          800.45   (f) ADJ UNCH    2 0
 GB1280
 GB1280.Superseded values are not recommended for survey control.
 GB1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1280.See file dsdata.txt to determine how the superseded data were derived.
 GB1280
 GB1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF101739(NAD 83)
 GB1280_MARKER: DB = BENCH MARK DISK
 GB1280_SETTING: 66 = SET IN ROCK OUTCROP
 GB1280_SP_SET: ROCK OUTCROP
 GB1280_STAMPING: A 235 1951 800.451
 GB1280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1280+STABILITY: POSITION/ELEVATION WELL
 GB1280
 GB1280  HISTORY     - Date     Condition        Report By
 GB1280  HISTORY     - 1951     MONUMENTED       CGS
 GB1280  HISTORY     - 1957     GOOD             NGS
 GB1280
 GB1280                          STATION DESCRIPTION
 GB1280
 GB1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1280'0.8 MI SW FROM RITNER.
 GB1280'ABOUT 0.1 MILE WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 GB1280'RITNER, THENCE ABOUT 0.75 MILE SOUTHWEST ALONG A DIM ROAD LEADING
 GB1280'TO KIDDS CROSSING AND STATE HIGHWAY 92, IN THE TOP OF AN OUTCROP
 GB1280'OF LIMESTONE ABOUT 6 BY 3 FEET, 18 FEET SOUTHEAST OF CENTER
 GB1280'LINE OF ROAD, 258 FEET EAST OF CENTER OF JUNCTION OF A DIM ROAD
 GB1280'WEST, 53 FEET SOUTH AND ACROSS ROAD FROM A 7-INCH CEDAR TREE,
 GB1280'41 1/2 FEET SOUTHWEST OF A TRIANGULAR BLAZED 18-INCH OAK TREE,
 GB1280'6 FEET WEST OF A 10-INCH TRIANGLE CHISELED IN FACE OF LIMESTONE
 GB1280'LEDGE, 8 FEET SOUTHEAST OF CENTER OF A SMALL STREAM AND ABOUT
 GB1280'1 1/2 FEET ABOVE LEVEL OF ROAD.
 GB1280
 GB1280                          STATION RECOVERY (1957)
 GB1280
 GB1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1697 ***********************************************************************
 GZ1697  DESIGNATION -  A 236 RESET
 GZ1697  PID         -  GZ1697
 GZ1697  STATE/COUNTY-  KY/CASEY
 GZ1697  USGS QUAD   -  DUNNVILLE (1970)
 GZ1697
 GZ1697                         *CURRENT SURVEY CONTROL
 GZ1697  ___________________________________________________________________
 GZ1697* NAD 83(1986)-  37 12 01.     (N)    085 00 15.     (W)     SCALED    
 GZ1697* NAVD 88     -       226.24   (meters)     742.3    (feet)  RESET     
 GZ1697  ___________________________________________________________________
 GZ1697  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GZ1697
 GZ1697  VERT ORDER  -  THIRD
 GZ1697
 GZ1697.The horizontal coordinates were scaled from a topographic map and have
 GZ1697.an estimated accuracy of +/- 6 seconds.
 GZ1697
 GZ1697.The orthometric height was computed from unverified reset data.
 GZ1697.No vertical observational check was made to the station.
 GZ1697
 GZ1697.The geoid height was determined by GEOID03.
 GZ1697
 GZ1697;                    North         East    Units  Estimated Accuracy
 GZ1697;SPC KY1Z     - 1,096,480.    1,566,210.      MT  (+/- 180 meters Scaled)
 GZ1697
 GZ1697                          SUPERSEDED SURVEY CONTROL
 GZ1697
 GZ1697  NGVD 29 (10/08/05)  226.38   (m)          742.7    (f) RESET       3  
 GZ1697
 GZ1697.Superseded values are not recommended for survey control.
 GZ1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1697.See file dsdata.txt to determine how the superseded data were derived.
 GZ1697
 GZ1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG771189(NAD 83)
 GZ1697_MARKER: DB = BENCH MARK DISK
 GZ1697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1697_SP_SET: BRIDGE CURB
 GZ1697_STAMPING: A 236 RESET 1954 742.71
 GZ1697_MARK LOGO: CGS   
 GZ1697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1697
 GZ1697  HISTORY     - Date     Condition        Report By
 GZ1697  HISTORY     - 1954     MONUMENTED       KYHD
 GZ1697  HISTORY     - 1958     GOOD             CGS
 GZ1697
 GZ1697                          STATION DESCRIPTION
 GZ1697
 GZ1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GZ1697'0.3 MI NE FROM DUNNVILLE.
 GZ1697'0.3 MILE NORTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 GZ1697'AND ROAD JUNCTION AT DUNNVILLE, 0.15 MILE SOUTHWEST OF THE
 GZ1697'JUNCTION OF A ROAD NORTHWEST, AT A 250-FOOT CONCRETE BRIDGE OVER
 GZ1697'GOOSE CREEK, SET IN THE TOP OF THE NORTHEAST END OF NORTHWEST
 GZ1697'CURB, 20 INCHES SOUTHWEST OF THE NORTHEAST END, 13.5 FEET
 GZ1697'NORTHWEST OF THE CENTER LINE OF BRIDGE, AND ABOUT 10 INCHES
 GZ1697'ABOVE THE LEVEL OF BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3063 ***********************************************************************
 GZ3063  DESIGNATION -  A 236 RESET
 GZ3063  PID         -  GZ3063
 GZ3063  STATE/COUNTY-  KY/CASEY
 GZ3063  USGS QUAD   -  DUNNVILLE (1970)
 GZ3063
 GZ3063                         *CURRENT SURVEY CONTROL
 GZ3063  ___________________________________________________________________
 GZ3063* NAD 83(1986)-  37 12 01.     (N)    085 00 15.     (W)     SCALED    
 GZ3063* NAVD 88     -       227.88   (meters)     747.6    (feet)  RESET     
 GZ3063  ___________________________________________________________________
 GZ3063  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GZ3063
 GZ3063  VERT ORDER  -  THIRD
 GZ3063
 GZ3063.The horizontal coordinates were scaled from a topographic map and have
 GZ3063.an estimated accuracy of +/- 6 seconds.
 GZ3063
 GZ3063.The orthometric height was computed from unverified reset data.
 GZ3063.No vertical observational check was made to the station.
 GZ3063
 GZ3063.The geoid height was determined by GEOID03.
 GZ3063
 GZ3063;                    North         East    Units  Estimated Accuracy
 GZ3063;SPC KY1Z     - 1,096,480.    1,566,210.      MT  (+/- 180 meters Scaled)
 GZ3063
 GZ3063                          SUPERSEDED SURVEY CONTROL
 GZ3063
 GZ3063.No superseded survey control is available for this station.
 GZ3063
 GZ3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG771189(NAD 83)
 GZ3063_MARKER: DB = BENCH MARK DISK
 GZ3063_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ3063_SP_SET: WINGWALL
 GZ3063_STAMPING: A 236 RESET 1985
 GZ3063_MARK LOGO: NGS   
 GZ3063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ3063+STABILITY: SURFACE MOTION
 GZ3063
 GZ3063  HISTORY     - Date     Condition        Report By
 GZ3063  HISTORY     - 1985     MONUMENTED       NGS
 GZ3063
 GZ3063                          STATION DESCRIPTION
 GZ3063
 GZ3063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ3063'0.5 KM (0.30 MI) NE FROM DUNNVILLE.
 GZ3063'0.5 KM (0.30 MI) NORTHEAST ON US HIGHWAY 127 FROM THE POST OFFICE AND
 GZ3063'ROAD JUNCTION AT DUNNVILLE SET IN THE TOP NORTHWEST ABUTMENT WINGWALL
 GZ3063'OF A CONCRETE BRIDGE OVER GOOSE CREEK.
 GZ3063'THE MARK IS 1.2 METERS  S FROM  NORTH END OF WINGWALL
 GZ3063'THE MARK IS 0.9 M ABOVE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1635 ***********************************************************************
 GZ1635  DESIGNATION -  A 237
 GZ1635  PID         -  GZ1635
 GZ1635  STATE/COUNTY-  KY/CASEY
 GZ1635  USGS QUAD   -  CLEMENTSVILLE (1987)
 GZ1635
 GZ1635                         *CURRENT SURVEY CONTROL
 GZ1635  ___________________________________________________________________
 GZ1635* NAD 83(1986)-  37 22 02.     (N)    085 05 08.     (W)     SCALED    
 GZ1635* NAVD 88     -       337.788  (meters)    1108.23   (feet)  ADJUSTED  
 GZ1635  ___________________________________________________________________
 GZ1635  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GZ1635  DYNAMIC HT  -         337.518 (meters)    1107.34  (feet)  COMP
 GZ1635  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 GZ1635
 GZ1635  VERT ORDER  -  SECOND    CLASS 0
 GZ1635
 GZ1635.The horizontal coordinates were scaled from a topographic map and have
 GZ1635.an estimated accuracy of +/- 6 seconds.
 GZ1635
 GZ1635.The orthometric height was determined by differential leveling
 GZ1635.and adjusted by the National Geodetic Survey in June 1991..
 GZ1635
 GZ1635.The geoid height was determined by GEOID03.
 GZ1635
 GZ1635.The dynamic height is computed by dividing the NAVD 88
 GZ1635.geopotential number by the normal gravity value computed on the
 GZ1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1635.degrees latitude (g = 980.6199 gals.).
 GZ1635
 GZ1635.The modeled gravity was interpolated from observed gravity values.
 GZ1635
 GZ1635;                    North         East    Units  Estimated Accuracy
 GZ1635;SPC KY1Z     - 1,114,950.    1,558,850.      MT  (+/- 180 meters Scaled)
 GZ1635
 GZ1635                          SUPERSEDED SURVEY CONTROL
 GZ1635
 GZ1635  NGVD 29 (??/??/92)  337.924  (m)         1108.67   (f) ADJ UNCH    2 0
 GZ1635
 GZ1635.Superseded values are not recommended for survey control.
 GZ1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1635.See file dsdata.txt to determine how the superseded data were derived.
 GZ1635
 GZ1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG695373(NAD 83)
 GZ1635_MARKER: DB = BENCH MARK DISK
 GZ1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1635_STAMPING: A 237 1951 1108.672
 GZ1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1635+STABILITY: SURFACE MOTION
 GZ1635
 GZ1635  HISTORY     - Date     Condition        Report By
 GZ1635  HISTORY     - 1951     MONUMENTED       CGS
 GZ1635  HISTORY     - 1958     GOOD             NGS
 GZ1635
 GZ1635                          STATION DESCRIPTION
 GZ1635
 GZ1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1635'6.5 MI N FROM CLEMENTSVILLE.
 GZ1635'ABOUT 1.9 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST
 GZ1635'OFFICE AT CLEMENTSVILLE, THENCE ABOUT 4.6 MILES NORTHEAST ALONG
 GZ1635'A GRAVEL ROAD, ABOUT 0.9 MILE NORTHEAST OF NOEL CHAPEL CHURCH,
 GZ1635'ABOUT 1.1 MILES NORTHEAST OF NOEL CHAPEL SCHOOL, ABOUT 115 YARDS
 GZ1635'NORTHEAST OF A FARM HOUSE, 40 FEET NORTHWEST OF THE CENTER LINE
 GZ1635'OF ROAD, 12 FEET NORTH OF A TOPPED 40-INCH CHESTNUT TREE, 17
 GZ1635'FEET NORTHWEST OF A 14-INCH WALNUT TREE, 2 FEET EAST OF A WHITE
 GZ1635'WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE
 GZ1635'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ1635
 GZ1635                          STATION RECOVERY (1958)
 GZ1635
 GZ1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1698 ***********************************************************************
 GZ1698  DESIGNATION -  A 238
 GZ1698  PID         -  GZ1698
 GZ1698  STATE/COUNTY-  KY/ADAIR
 GZ1698  USGS QUAD   -  MONTPELIER (1976)
 GZ1698
 GZ1698                         *CURRENT SURVEY CONTROL
 GZ1698  ___________________________________________________________________
 GZ1698* NAD 83(1986)-  37 05 11.     (N)    085 12 29.     (W)     SCALED    
 GZ1698* NAVD 88     -       273.297  (meters)     896.64   (feet)  ADJUSTED  
 GZ1698  ___________________________________________________________________
 GZ1698  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GZ1698  DYNAMIC HT  -         273.077 (meters)     895.92  (feet)  COMP
 GZ1698  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 GZ1698
 GZ1698  VERT ORDER  -  SECOND    CLASS 0
 GZ1698
 GZ1698.The horizontal coordinates were scaled from a topographic map and have
 GZ1698.an estimated accuracy of +/- 6 seconds.
 GZ1698
 GZ1698.The orthometric height was determined by differential leveling
 GZ1698.and adjusted by the National Geodetic Survey in June 1991..
 GZ1698
 GZ1698.The geoid height was determined by GEOID03.
 GZ1698
 GZ1698.The dynamic height is computed by dividing the NAVD 88
 GZ1698.geopotential number by the normal gravity value computed on the
 GZ1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1698.degrees latitude (g = 980.6199 gals.).
 GZ1698
 GZ1698.The modeled gravity was interpolated from observed gravity values.
 GZ1698
 GZ1698;                    North         East    Units  Estimated Accuracy
 GZ1698;SPC KY1Z     - 1,083,720.    1,548,180.      MT  (+/- 180 meters Scaled)
 GZ1698
 GZ1698                          SUPERSEDED SURVEY CONTROL
 GZ1698
 GZ1698  NGVD 29 (??/??/92)  273.444  (m)          897.12   (f) ADJ UNCH    2 0
 GZ1698
 GZ1698.Superseded values are not recommended for survey control.
 GZ1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1698.See file dsdata.txt to determine how the superseded data were derived.
 GZ1698
 GZ1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG592059(NAD 83)
 GZ1698_MARKER: DB = BENCH MARK DISK
 GZ1698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1698_SP_SET: CULVERT
 GZ1698_STAMPING: A 238 1951 897.124
 GZ1698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1698+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 GZ1698
 GZ1698  HISTORY     - Date     Condition        Report By
 GZ1698  HISTORY     - 1951     MONUMENTED       CGS
 GZ1698  HISTORY     - 1958     GOOD             NGS
 GZ1698  HISTORY     - 20050823 GOOD             KYTC
 GZ1698
 GZ1698                          STATION DESCRIPTION
 GZ1698
 GZ1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1698'1.6 MI S FROM OAK GROVE.
 GZ1698'ABOUT 1.65 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH AND
 GZ1698'SCHOOL AND CROSSROADS AT OAK GROVE, ABOUT 0.65 MILE NORTH OF THE
 GZ1698'JUNCTION OF STATE HIGHWAY 80, SET IN THE TOP OF THE NORTH END
 GZ1698'OF THE EAST HEAD WALL OF A 10-FOOT CONCRETE CULVERT, 12 1/2 FEET
 GZ1698'EAST OF THE CENTER LINE OF THE ROAD, 80 FEET SOUTH OF THE CENTER
 GZ1698'LINE OF A PRIVATE ROAD EAST AND ABOUT 1/2 FOOT ABOVE THE ROAD.
 GZ1698'NOTE-- MARK MAY BE REACHED FROM THE COURT HOUSE AT COLUMBIA BY
 GZ1698'GOING ABOUT 5.8 MILES EAST ALONG STATE HIGHWAY 80, THENCE ABOUT
 GZ1698'0.65 MILE NORTH ALONG A GRAVEL ROAD.  THE ROAD THIS LINE FOLLOWS
 GZ1698'TO CHRISTINE IS STATE HIGHWAY 531.
 GZ1698
 GZ1698                          STATION RECOVERY (1958)
 GZ1698
 GZ1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1698'RECOVERED IN GOOD CONDITION.
 GZ1698
 GZ1698                          STATION RECOVERY (2005)
 GZ1698
 GZ1698'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1855 ***********************************************************************
 GZ1855  DESIGNATION -  A 239 RESET
 GZ1855  PID         -  GZ1855
 GZ1855  STATE/COUNTY-  KY/RUSSELL
 GZ1855  USGS QUAD   -  RUSSELL SPRINGS (1973)
 GZ1855
 GZ1855                         *CURRENT SURVEY CONTROL
 GZ1855  ___________________________________________________________________
 GZ1855* NAD 83(1986)-  37 00 55.     (N)    085 04 34.     (W)     SCALED    
 GZ1855* NAVD 88     -       294.69   (meters)     966.8    (feet)  RESET     
 GZ1855  ___________________________________________________________________
 GZ1855  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GZ1855
 GZ1855  VERT ORDER  -  THIRD
 GZ1855
 GZ1855.The horizontal coordinates were scaled from a topographic map and have
 GZ1855.an estimated accuracy of +/- 6 seconds.
 GZ1855
 GZ1855.The orthometric height was computed from unverified reset data.
 GZ1855.No vertical observational check was made to the station.
 GZ1855
 GZ1855.The geoid height was determined by GEOID03.
 GZ1855
 GZ1855;                    North         East    Units  Estimated Accuracy
 GZ1855;SPC KY1Z     - 1,075,900.    1,559,970.      MT  (+/- 180 meters Scaled)
 GZ1855
 GZ1855                          SUPERSEDED SURVEY CONTROL
 GZ1855
 GZ1855  NGVD 29 (10/08/05)  294.83   (m)          967.3    (f) RESET       3  
 GZ1855
 GZ1855.Superseded values are not recommended for survey control.
 GZ1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1855.See file dsdata.txt to determine how the superseded data were derived.
 GZ1855
 GZ1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF711982(NAD 83)
 GZ1855_MARKER: DB = BENCH MARK DISK
 GZ1855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1855_SP_SET: CULVERT
 GZ1855_STAMPING: A 239 RESET 1958 967.239
 GZ1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1855
 GZ1855  HISTORY     - Date     Condition        Report By
 GZ1855  HISTORY     - 1958     MONUMENTED       CGS
 GZ1855  HISTORY     - 1958     GOOD             NGS
 GZ1855  HISTORY     - 19930701 MARK NOT FOUND   KYDT
 GZ1855
 GZ1855                          STATION DESCRIPTION
 GZ1855
 GZ1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ1855'2.3 MI N FROM JAMESTOWN.
 GZ1855'2.3 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE COURT HOUSE AT
 GZ1855'JAMESTOWN, 0.1 MILE SOUTH OF A CEMETERY, 0.05 MILE NORTH OF
 GZ1855'WELFARE BAPTIST CHURCH, 183 FEET NORTH OF THE CENTER OF THE NORTH
 GZ1855'DRIVE TO CHURCH, 178 FEET NORTH OF THE END OF A 12-INCH PIPE
 GZ1855'CULVERT UNDER THE DRIVE, 16 FEET WEST OF THE CENTER LINE OF
 GZ1855'HIGHWAY, SET IN THE TOP AND 1 FOOT SOUTH OF THE NORTH END OF THE
 GZ1855'CONCRETE HEAD WALL OF A 36-INCH CONCRETE PIPE CULVERT, 8 FEET
 GZ1855'SOUTH OF A 30-INCH METAL PIPE CULVERT, AND ABOUT 4.5 FEET BELOW
 GZ1855'THE LEVEL OF THE HIGHWAY.
 GZ1855
 GZ1855                          STATION RECOVERY (1993)
 GZ1855
 GZ1855'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1464 ***********************************************************************
 GB1464  DESIGNATION -  A 240
 GB1464  PID         -  GB1464
 GB1464  STATE/COUNTY-  KY/ADAIR
 GB1464  USGS QUAD   -  CREELSBORO (1982)
 GB1464
 GB1464                         *CURRENT SURVEY CONTROL
 GB1464  ___________________________________________________________________
 GB1464* NAD 83(1986)-  36 56 42.     (N)    085 14 43.     (W)     SCALED    
 GB1464* NAVD 88     -       301.899  (meters)     990.48   (feet)  ADJUSTED  
 GB1464  ___________________________________________________________________
 GB1464  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GB1464  DYNAMIC HT  -         301.651 (meters)     989.67  (feet)  COMP
 GB1464  MODELED GRAV-     979,801.2   (mgal)                       NAVD 88
 GB1464
 GB1464  VERT ORDER  -  SECOND    CLASS 0
 GB1464
 GB1464.The horizontal coordinates were scaled from a topographic map and have
 GB1464.an estimated accuracy of +/- 6 seconds.
 GB1464
 GB1464.The orthometric height was determined by differential leveling
 GB1464.and adjusted by the National Geodetic Survey in June 1991..
 GB1464
 GB1464.The geoid height was determined by GEOID03.
 GB1464
 GB1464.The dynamic height is computed by dividing the NAVD 88
 GB1464.geopotential number by the normal gravity value computed on the
 GB1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1464.degrees latitude (g = 980.6199 gals.).
 GB1464
 GB1464.The modeled gravity was interpolated from observed gravity values.
 GB1464
 GB1464;                    North         East    Units  Estimated Accuracy
 GB1464;SPC KY1Z     - 1,068,010.    1,544,960.      MT  (+/- 180 meters Scaled)
 GB1464
 GB1464                          SUPERSEDED SURVEY CONTROL
 GB1464
 GB1464  NGVD 29 (??/??/92)  302.043  (m)          990.95   (f) ADJ UNCH    2 0
 GB1464
 GB1464.Superseded values are not recommended for survey control.
 GB1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1464.See file dsdata.txt to determine how the superseded data were derived.
 GB1464
 GB1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF562902(NAD 83)
 GB1464_MARKER: DB = BENCH MARK DISK
 GB1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1464_STAMPING: A 240 1951 990.953
 GB1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1464+STABILITY: SURFACE MOTION
 GB1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1464+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1464
 GB1464  HISTORY     - Date     Condition        Report By
 GB1464  HISTORY     - 1951     MONUMENTED       CGS
 GB1464  HISTORY     - 1958     GOOD             NGS
 GB1464  HISTORY     - 20040309 GOOD             KYDT
 GB1464
 GB1464                          STATION DESCRIPTION
 GB1464
 GB1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1464'AT CUNDIFF.
 GB1464'AT CUNDIFF, ABOUT 90 YARDS NORTHWEST OF THE POST OFFICE, 30
 GB1464'FEET WEST OF THE SOUTHWEST CORNER OF ROSE CHAPEL CHURCH, 48 1/2
 GB1464'FEET NORTH OF THE CENTER LINE OF ROAD, 244 1/2 FEET SOUTH-SOUTHEAST
 GB1464'OF THE SOUTHEAST CORNER OF MELSON RIDGE SCHOOL, ABOUT 2 FEET
 GB1464'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB1464'2 INCHES.
 GB1464
 GB1464                          STATION RECOVERY (1958)
 GB1464
 GB1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1464'RECOVERED IN GOOD CONDITION.
 GB1464
 GB1464                          STATION RECOVERY (2004)
 GB1464
 GB1464'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1464'MARK IS 50 FEET NORTH OF CENTERLINE OF ROAD, 51.6 FEET SOUTHWEST OF
 GB1464'NORTHWEST CORNER OF CHURCH, 38.6 FEET WEST OF THE SOUTHWEST CORNER OF
 GB1464'CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1170 ***********************************************************************
 GB1170  DESIGNATION -  A 241
 GB1170  PID         -  GB1170
 GB1170  STATE/COUNTY-  KY/WAYNE
 GB1170  USGS QUAD   -  JABEZ (1978)
 GB1170
 GB1170                         *CURRENT SURVEY CONTROL
 GB1170  ___________________________________________________________________
 GB1170* NAD 83(1986)-  36 56 29.     (N)    084 53 19.     (W)     SCALED    
 GB1170* NAVD 88     -       304.153  (meters)     997.88   (feet)  ADJUSTED  
 GB1170  ___________________________________________________________________
 GB1170  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GB1170  DYNAMIC HT  -         303.901 (meters)     997.05  (feet)  COMP
 GB1170  MODELED GRAV-     979,794.3   (mgal)                       NAVD 88
 GB1170
 GB1170  VERT ORDER  -  SECOND    CLASS 0
 GB1170
 GB1170.The horizontal coordinates were scaled from a topographic map and have
 GB1170.an estimated accuracy of +/- 6 seconds.
 GB1170
 GB1170.The orthometric height was determined by differential leveling
 GB1170.and adjusted by the National Geodetic Survey in June 1991..
 GB1170
 GB1170.The geoid height was determined by GEOID03.
 GB1170
 GB1170.The dynamic height is computed by dividing the NAVD 88
 GB1170.geopotential number by the normal gravity value computed on the
 GB1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1170.degrees latitude (g = 980.6199 gals.).
 GB1170
 GB1170.The modeled gravity was interpolated from observed gravity values.
 GB1170
 GB1170;                    North         East    Units  Estimated Accuracy
 GB1170;SPC KY1Z     - 1,067,840.    1,576,730.      MT  (+/- 180 meters Scaled)
 GB1170
 GB1170                          SUPERSEDED SURVEY CONTROL
 GB1170
 GB1170  NGVD 29 (??/??/92)  304.289  (m)          998.32   (f) ADJ UNCH    2 0
 GB1170
 GB1170.Superseded values are not recommended for survey control.
 GB1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1170.See file dsdata.txt to determine how the superseded data were derived.
 GB1170
 GB1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF880904(NAD 83)
 GB1170_MARKER: DB = BENCH MARK DISK
 GB1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1170_STAMPING: A 241 1951 998.321
 GB1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1170+STABILITY: SURFACE MOTION
 GB1170
 GB1170  HISTORY     - Date     Condition        Report By
 GB1170  HISTORY     - 1951     MONUMENTED       CGS
 GB1170  HISTORY     - 1958     GOOD             NGS
 GB1170
 GB1170                          STATION DESCRIPTION
 GB1170
 GB1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1170'4.2 MI S FROM JABEZ.
 GB1170'ABOUT 3.7 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CROSSROAD
 GB1170'AND CHURCH AT JABEZ, THENCE ABOUT 0.55 MILE SOUTHWEST ALONG A
 GB1170'NARROW ROUGH ROAD, ABOUT 0.2 MILE SOUTH AND 0.55 MILE SOUTHWEST
 GB1170'OF UNION SCHOOL, ABOUT 0.6 MILE NORTHEAST OF WATERS EDGE OF WOLF
 GB1170'CREEK RESERVOIR, ABOUT 0.1 MILE NORTHEAST OF A FARM HOUSE, ABOUT
 GB1170'42 YARDS NORTHEAST OF JUNCTION OF ROAD LEADING TO SAME FARM
 GB1170'HOUSE, 8 FEET NORTHWEST OF CENTER LINE OF ROAD, 2 FEET SOUTHEAST
 GB1170'OF A PICKET FENCE, 17 FEET WEST AND ACROSS ROAD FROM A 26-INCH
 GB1170'OAK TREE, ABOUT 1 FOOT ABOVE ROAD AND SET IN THE TOP OF A
 GB1170'CONCRETE POST PROJECTING 3 INCHES.
 GB1170
 GB1170                          STATION RECOVERY (1958)
 GB1170
 GB1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1510 ***********************************************************************
 GZ1510  DESIGNATION -  A 242
 GZ1510  PID         -  GZ1510
 GZ1510  STATE/COUNTY-  KY/ADAIR
 GZ1510  USGS QUAD   -  GRADYVILLE (1973)
 GZ1510
 GZ1510                         *CURRENT SURVEY CONTROL
 GZ1510  ___________________________________________________________________
 GZ1510* NAD 83(1986)-  37 03 01.     (N)    085 26 43.     (W)     SCALED    
 GZ1510* NAVD 88     -       222.399  (meters)     729.65   (feet)  ADJUSTED  
 GZ1510  ___________________________________________________________________
 GZ1510  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GZ1510  DYNAMIC HT  -         222.221 (meters)     729.07  (feet)  COMP
 GZ1510  MODELED GRAV-     979,825.8   (mgal)                       NAVD 88
 GZ1510
 GZ1510  VERT ORDER  -  FIRST     CLASS I
 GZ1510
 GZ1510.The horizontal coordinates were scaled from a topographic map and have
 GZ1510.an estimated accuracy of +/- 6 seconds.
 GZ1510
 GZ1510.The orthometric height was determined by differential leveling
 GZ1510.and adjusted by the National Geodetic Survey in June 1991..
 GZ1510
 GZ1510.The geoid height was determined by GEOID03.
 GZ1510
 GZ1510.The dynamic height is computed by dividing the NAVD 88
 GZ1510.geopotential number by the normal gravity value computed on the
 GZ1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1510.degrees latitude (g = 980.6199 gals.).
 GZ1510
 GZ1510.The modeled gravity was interpolated from observed gravity values.
 GZ1510
 GZ1510;                    North         East    Units  Estimated Accuracy
 GZ1510;SPC KY1Z     - 1,079,620.    1,527,110.      MT  (+/- 180 meters Scaled)
 GZ1510
 GZ1510                          SUPERSEDED SURVEY CONTROL
 GZ1510
 GZ1510  NGVD 29 (??/??/92)  222.552  (m)          730.16   (f) ADJ UNCH    1 1
 GZ1510
 GZ1510.Superseded values are not recommended for survey control.
 GZ1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1510.See file dsdata.txt to determine how the superseded data were derived.
 GZ1510
 GZ1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG382015(NAD 83)
 GZ1510_MARKER: DB = BENCH MARK DISK
 GZ1510_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ1510_SP_SET: CULVERT HEADWALL
 GZ1510_STAMPING: A 242 1951 730.156
 GZ1510_MARK LOGO: CGS   
 GZ1510_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1510+STABILITY: SURFACE MOTION
 GZ1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1510+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 GZ1510
 GZ1510  HISTORY     - Date     Condition        Report By
 GZ1510  HISTORY     - 1951     MONUMENTED       CGS
 GZ1510  HISTORY     - 1968     GOOD             NGS
 GZ1510  HISTORY     - 19931101 GOOD             KYDT
 GZ1510  HISTORY     - 20050824 GOOD             KYTC
 GZ1510
 GZ1510                          STATION DESCRIPTION
 GZ1510
 GZ1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1510'9.4 MI SW FROM COLUMBIA.
 GZ1510'ABOUT 0.5 MILE SOUTHWEST ALONG BURKESVILLE STREET WHICH IS
 GZ1510'STATE HIGHWAY 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA,
 GZ1510'THENCE 2.3 MILES SOUTHWEST ALONG STATE HIGHWAYS 61 AND 80, THENCE
 GZ1510'6.6 MILES SOUTHWEST ALONG STATE HIGHWAY 80, 1.0 MILE SOUTHWEST
 GZ1510'OF A HIGHWAY BRIDGE OVER BIG CREEK, 0.15 MILE NORTHEAST OF A
 GZ1510'HIGHWAY BRIDGE OVER A CREEK, SET IN THE TOP OF THE NORTHEAST
 GZ1510'END OF THE NORTHWEST CONCRETE HEADWALL OF A BOX CULVERT UNDER
 GZ1510'THE HIGHWAY, 15 1/2 FEET NORTHWEST OF THE CENTERLINE OF THE
 GZ1510'HIGHWAY, 20 FEET SOUTHWEST OF THE CENTERLINE OF A TRAIL ROAD,
 GZ1510'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 GZ1510
 GZ1510                          STATION RECOVERY (1993)
 GZ1510
 GZ1510'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1510'RECOVERED AS DESCRIBED.
 GZ1510
 GZ1510                          STATION RECOVERY (2005)
 GZ1510
 GZ1510'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1510'MARK IS AT JUNCTION OF KELTNER CEMETARY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1777 ***********************************************************************
 GZ1777  DESIGNATION -  A 243
 GZ1777  PID         -  GZ1777
 GZ1777  STATE/COUNTY-  KY/ADAIR
 GZ1777  USGS QUAD   -  GRESHAM (1987)
 GZ1777
 GZ1777                         *CURRENT SURVEY CONTROL
 GZ1777  ___________________________________________________________________
 GZ1777* NAD 83(1986)-  37 07 34.     (N)    085 23 49.     (W)     SCALED    
 GZ1777* NAVD 88     -       226.057  (meters)     741.66   (feet)  ADJUSTED  
 GZ1777  ___________________________________________________________________
 GZ1777  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GZ1777  DYNAMIC HT  -         225.879 (meters)     741.07  (feet)  COMP
 GZ1777  MODELED GRAV-     979,834.8   (mgal)                       NAVD 88
 GZ1777
 GZ1777  VERT ORDER  -  SECOND    CLASS 0
 GZ1777
 GZ1777.The horizontal coordinates were scaled from a topographic map and have
 GZ1777.an estimated accuracy of +/- 6 seconds.
 GZ1777
 GZ1777.The orthometric height was determined by differential leveling
 GZ1777.and adjusted by the National Geodetic Survey in June 1991..
 GZ1777
 GZ1777.The geoid height was determined by GEOID03.
 GZ1777
 GZ1777.The dynamic height is computed by dividing the NAVD 88
 GZ1777.geopotential number by the normal gravity value computed on the
 GZ1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1777.degrees latitude (g = 980.6199 gals.).
 GZ1777
 GZ1777.The modeled gravity was interpolated from observed gravity values.
 GZ1777
 GZ1777;                    North         East    Units  Estimated Accuracy
 GZ1777;SPC KY1Z     - 1,088,050.    1,531,370.      MT  (+/- 180 meters Scaled)
 GZ1777
 GZ1777                          SUPERSEDED SURVEY CONTROL
 GZ1777
 GZ1777  NGVD 29 (??/??/92)  226.211  (m)          742.16   (f) ADJ UNCH    2 0
 GZ1777
 GZ1777.Superseded values are not recommended for survey control.
 GZ1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1777.See file dsdata.txt to determine how the superseded data were derived.
 GZ1777
 GZ1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG424100(NAD 83)
 GZ1777_MARKER: DB = BENCH MARK DISK
 GZ1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1777_STAMPING: A 243 1951
 GZ1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1777+STABILITY: SURFACE MOTION
 GZ1777
 GZ1777  HISTORY     - Date     Condition        Report By
 GZ1777  HISTORY     - 1951     MONUMENTED       CGS
 GZ1777  HISTORY     - 20050824 MARK NOT FOUND   KYTC
 GZ1777  HISTORY     - 20050825 MARK NOT FOUND   KYTC
 GZ1777
 GZ1777                          STATION DESCRIPTION
 GZ1777
 GZ1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1777'6.4 MI NW FROM COLUMBIA.
 GZ1777'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE COURT
 GZ1777'HOUSE AT COLUMBIA, THENCE ABOUT 5.95 MILES WEST AND NORTHWEST
 GZ1777'ALONG STATE HIGHWAY 61, ABOUT 0.5 MILE NORTHWEST OF THE NORTHWEST
 GZ1777'END OF BRIDGE OVER RUSSELL CREEK, AT THE JUNCTION OF A GRAVEL
 GZ1777'ROAD LEADING WEST TO MILLTOWN, 33 FEET NORTHEAST OF THE CENTER
 GZ1777'LINE OF HIGHWAY, 43 FEET NORTH OF CENTER OF JUNCTION, 1 FOOT
 GZ1777'SOUTHWEST OF A FENCE LINE, 34 1/2 FEET NORTHWEST OF A FENCE
 GZ1777'CORNER, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 GZ1777'ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1777'3 INCHES.
 GZ1777
 GZ1777                          STATION RECOVERY (2005)
 GZ1777
 GZ1777'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1777'LOCATION NOW FRONT LAWN OF 1 STORY BRICK HOUSE, POSSIBLY GRADED OUT.
 GZ1777
 GZ1777                          STATION RECOVERY (2005)
 GZ1777
 GZ1777'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1777'LOCATION NOW FRONT LAWN OF 1 STORY BRICK HOUSE, MARK POSSIBLY GRADED
 GZ1777'OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2155 ***********************************************************************
 GZ2155  DESIGNATION -  A 244
 GZ2155  PID         -  GZ2155
 GZ2155  STATE/COUNTY-  KY/METCALFE
 GZ2155  USGS QUAD   -  EAST FORK (1973)
 GZ2155
 GZ2155                         *CURRENT SURVEY CONTROL
 GZ2155  ___________________________________________________________________
 GZ2155* NAD 83(1986)-  37 02 55.     (N)    085 35 52.     (W)     SCALED    
 GZ2155* NAVD 88     -       242.537  (meters)     795.72   (feet)  ADJUSTED  
 GZ2155  ___________________________________________________________________
 GZ2155  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GZ2155  DYNAMIC HT  -         242.343 (meters)     795.09  (feet)  COMP
 GZ2155  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 GZ2155
 GZ2155  VERT ORDER  -  SECOND    CLASS 0
 GZ2155
 GZ2155.The horizontal coordinates were scaled from a topographic map and have
 GZ2155.an estimated accuracy of +/- 6 seconds.
 GZ2155
 GZ2155.The orthometric height was determined by differential leveling
 GZ2155.and adjusted by the National Geodetic Survey in June 1991..
 GZ2155
 GZ2155.The geoid height was determined by GEOID03.
 GZ2155
 GZ2155.The dynamic height is computed by dividing the NAVD 88
 GZ2155.geopotential number by the normal gravity value computed on the
 GZ2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2155.degrees latitude (g = 980.6199 gals.).
 GZ2155
 GZ2155.The modeled gravity was interpolated from observed gravity values.
 GZ2155
 GZ2155;                    North         East    Units  Estimated Accuracy
 GZ2155;SPC KY1Z     - 1,079,400.    1,513,540.      MT  (+/- 180 meters Scaled)
 GZ2155
 GZ2155                          SUPERSEDED SURVEY CONTROL
 GZ2155
 GZ2155  NGVD 29 (??/??/92)  242.684  (m)          796.21   (f) ADJ UNCH    2 0
 GZ2155
 GZ2155.Superseded values are not recommended for survey control.
 GZ2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2155.See file dsdata.txt to determine how the superseded data were derived.
 GZ2155
 GZ2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG246011(NAD 83)
 GZ2155_MARKER: DB = BENCH MARK DISK
 GZ2155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2155_SP_SET: CULVERT
 GZ2155_STAMPING: A 244 1951
 GZ2155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2155+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 GZ2155
 GZ2155  HISTORY     - Date     Condition        Report By
 GZ2155  HISTORY     - 1951     MONUMENTED       CGS
 GZ2155  HISTORY     - 20010425 GOOD             KYDT
 GZ2155
 GZ2155                          STATION DESCRIPTION
 GZ2155
 GZ2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2155'5.4 MI N FROM EDMONTON.
 GZ2155'ABOUT 5.45 MILES NORTH ALONG U.S. HIGHWAY 68 FROM THE COURT HOUSE
 GZ2155'AT EDMONTON, ABOUT 0.75 MILE NORTH OF FOUNDATION CHURCH AND
 GZ2155'CEMETERY, ABOUT 0.6 MILE SOUTHEAST OF THE JUNCTION OF A GRAVEL
 GZ2155'ROAD WEST, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 GZ2155'HEAD WALL OF A 10-FOOT CONCRETE SKEW CULVERT, 13 1/2 FEET
 GZ2155'SOUTHWEST OF THE CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT ABOVE
 GZ2155'THE HIGHWAY.
 GZ2155
 GZ2155                          STATION RECOVERY (2001)
 GZ2155
 GZ2155'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2155'MARK IS LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2045 ***********************************************************************
 GB2045  DESIGNATION -  A 245
 GB2045  PID         -  GB2045
 GB2045  STATE/COUNTY-  KY/METCALFE
 GB2045  USGS QUAD   -  SULPHUR LICK (1982)
 GB2045
 GB2045                         *CURRENT SURVEY CONTROL
 GB2045  ___________________________________________________________________
 GB2045* NAD 83(1986)-  36 52 24.     (N)    085 38 04.     (W)     SCALED    
 GB2045* NAVD 88     -       279.755  (meters)     917.83   (feet)  ADJUSTED  
 GB2045  ___________________________________________________________________
 GB2045  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GB2045  DYNAMIC HT  -         279.526 (meters)     917.08  (feet)  COMP
 GB2045  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 GB2045
 GB2045  VERT ORDER  -  SECOND    CLASS 0
 GB2045
 GB2045.The horizontal coordinates were scaled from a topographic map and have
 GB2045.an estimated accuracy of +/- 6 seconds.
 GB2045
 GB2045.The orthometric height was determined by differential leveling
 GB2045.and adjusted by the National Geodetic Survey in June 1991..
 GB2045
 GB2045.The geoid height was determined by GEOID03.
 GB2045
 GB2045.The dynamic height is computed by dividing the NAVD 88
 GB2045.geopotential number by the normal gravity value computed on the
 GB2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2045.degrees latitude (g = 980.6199 gals.).
 GB2045
 GB2045.The modeled gravity was interpolated from observed gravity values.
 GB2045
 GB2045;                    North         East    Units  Estimated Accuracy
 GB2045;SPC KY1Z     - 1,059,940.    1,510,300.      MT  (+/- 180 meters Scaled)
 GB2045
 GB2045                          SUPERSEDED SURVEY CONTROL
 GB2045
 GB2045  NGVD 29 (??/??/92)  279.889  (m)          918.27   (f) ADJ UNCH    2 0
 GB2045
 GB2045.Superseded values are not recommended for survey control.
 GB2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2045.See file dsdata.txt to determine how the superseded data were derived.
 GB2045
 GB2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF217816(NAD 83)
 GB2045_MARKER: DB = BENCH MARK DISK
 GB2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2045_STAMPING: A 245 1951 918.269
 GB2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2045+STABILITY: SURFACE MOTION
 GB2045
 GB2045  HISTORY     - Date     Condition        Report By
 GB2045  HISTORY     - 1951     MONUMENTED       CGS
 GB2045  HISTORY     - 1958     GOOD             NGS
 GB2045
 GB2045                          STATION DESCRIPTION
 GB2045
 GB2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2045'1 MI E FROM BEAUMONT.
 GB2045'ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND
 GB2045'JUNCTION OF STATE HIGHWAY 90 AT BEAUMONT, ABOUT 173 YARDS
 GB2045'NORTHEAST OF A FORD ACROSS BRANSETTER BRANCH, 20 FEET SOUTHEAST
 GB2045'OF CENTER LINE OF ROAD, 1 1/2 FEET NORTHWEST OF A WIRE FENCE,
 GB2045'6 FEET WEST OF A 6-INCH OAK TREE IN FENCE LINE, 2 FEET NORTHEAST
 GB2045'OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE ROAD
 GB2045'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB2045
 GB2045                          STATION RECOVERY (1958)
 GB2045
 GB2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2743 ***********************************************************************
 GA2743  DESIGNATION -  A 246
 GA2743  PID         -  GA2743
 GA2743  STATE/COUNTY-  KY/KNOX
 GA2743  USGS QUAD   -  FOUNT (1974)
 GA2743
 GA2743                         *CURRENT SURVEY CONTROL
 GA2743  ___________________________________________________________________
 GA2743* NAD 83(1986)-  36 54 09.     (N)    083 52 08.     (W)     SCALED    
 GA2743* NAVD 88     -       301.360  (meters)     988.71   (feet)  ADJUSTED  
 GA2743  ___________________________________________________________________
 GA2743  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GA2743  DYNAMIC HT  -         301.113 (meters)     987.90  (feet)  COMP
 GA2743  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 GA2743
 GA2743  VERT ORDER  -  SECOND    CLASS 0
 GA2743
 GA2743.The horizontal coordinates were scaled from a topographic map and have
 GA2743.an estimated accuracy of +/- 6 seconds.
 GA2743
 GA2743.The orthometric height was determined by differential leveling
 GA2743.and adjusted by the National Geodetic Survey in June 1991..
 GA2743
 GA2743.The geoid height was determined by GEOID03.
 GA2743
 GA2743.The dynamic height is computed by dividing the NAVD 88
 GA2743.geopotential number by the normal gravity value computed on the
 GA2743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2743.degrees latitude (g = 980.6199 gals.).
 GA2743
 GA2743.The modeled gravity was interpolated from observed gravity values.
 GA2743
 GA2743;                    North         East    Units  Estimated Accuracy
 GA2743;SPC KY1Z     - 1,064,860.    1,667,650.      MT  (+/- 180 meters Scaled)
 GA2743
 GA2743                          SUPERSEDED SURVEY CONTROL
 GA2743
 GA2743  NGVD 29 (??/??/92)  301.518  (m)          989.23   (f) ADJ UNCH    2 0
 GA2743
 GA2743.Superseded values are not recommended for survey control.
 GA2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2743.See file dsdata.txt to determine how the superseded data were derived.
 GA2743
 GA2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA443879(NAD 83)
 GA2743_MARKER: DB = BENCH MARK DISK
 GA2743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2743_SP_SET: FOUNDATION CHIMNEY
 GA2743_STAMPING: A 246 1951 989.230
 GA2743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2743+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2743
 GA2743  HISTORY     - Date     Condition        Report By
 GA2743  HISTORY     - 1951     MONUMENTED       CGS
 GA2743  HISTORY     - 1974     MARK NOT FOUND   USGS
 GA2743  HISTORY     - 20020806 GOOD             KYDT
 GA2743
 GA2743                          STATION DESCRIPTION
 GA2743
 GA2743'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2743'3.1 MI N FROM BARBOURVILLE.
 GA2743'3.1 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GA2743'THE STATION AT BARBOURVILLE, ABOUT 14 RAILS SOUTH OF MILE POST
 GA2743'189, IN THE FRONT YARD OF A FARM PLACE DIRECTLY IN FRONT OF A
 GA2743'1-STORY WHITE FRAME HOUSE, IN THE TOP OF A 2 BY 4-FOOT STONE
 GA2743'SLAB THAT IS ON TOP OF AN OLD CHIMNEY FOUNDATION, 12 FEET
 GA2743'NORTH-NORTHEAST OF THE WEST CORNER OF PORCH, 79 FEET SOUTH-SOUTHEAST
 GA2743'OF THE SOUTH-SOUTHEAST RAIL AND ABOUT 1 FOOT ABOVE THE GROUND.
 GA2743'NOTE-- MARK IS 2.55 MILES NORTH OF BARBOURVILLE.
 GA2743
 GA2743                          STATION RECOVERY (1974)
 GA2743
 GA2743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GA2743'MARK NOT FOUND.
 GA2743
 GA2743                          STATION RECOVERY (2002)
 GA2743
 GA2743'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2743'THE HOUSE IS NOW UNOCCUPIED, ACCESS TO MARK VIA A 4 INCH ROUND HOLE IN
 GA2743'CONCRETE PORCH SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1153 ***********************************************************************
 GB1153  DESIGNATION -  A 246 X RESET 1970
 GB1153  PID         -  GB1153
 GB1153  STATE/COUNTY-  KY/WAYNE
 GB1153  USGS QUAD   -  POWERSBURG (1954)
 GB1153
 GB1153                         *CURRENT SURVEY CONTROL
 GB1153  ___________________________________________________________________
 GB1153* NAD 83(1986)-  36 42 50.     (N)    084 57 36.     (W)     SCALED    
 GB1153* NAVD 88     -       276.15   (meters)     906.0    (feet)  RESET     
 GB1153  ___________________________________________________________________
 GB1153  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GB1153
 GB1153  VERT ORDER  -  THIRD
 GB1153
 GB1153.The horizontal coordinates were scaled from a topographic map and have
 GB1153.an estimated accuracy of +/- 6 seconds.
 GB1153
 GB1153.The orthometric height was computed from unverified reset data.
 GB1153.No vertical observational check was made to the station.
 GB1153
 GB1153.The geoid height was determined by GEOID03.
 GB1153
 GB1153;                    North         East    Units  Estimated Accuracy
 GB1153;SPC KY1Z     - 1,042,540.    1,570,590.      MT  (+/- 180 meters Scaled)
 GB1153
 GB1153                          SUPERSEDED SURVEY CONTROL
 GB1153
 GB1153  NGVD 29 (??/??/??)  276.28   (m)          906.4    (f) RESET       3  
 GB1153
 GB1153.Superseded values are not recommended for survey control.
 GB1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1153.See file dsdata.txt to determine how the superseded data were derived.
 GB1153
 GB1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF822650(NAD 83)
 GB1153_MARKER: DB = BENCH MARK DISK
 GB1153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1153_SP_SET: CULVERT
 GB1153_STAMPING: A 246 X RESET 1970
 GB1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1153
 GB1153  HISTORY     - Date     Condition        Report By
 GB1153  HISTORY     - 1970     MONUMENTED       NGS
 GB1153  HISTORY     - 1970     GOOD             NGS
 GB1153
 GB1153                          STATION DESCRIPTION
 GB1153
 GB1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GB1153'0.9 MI N FROM POWERSBURG.
 GB1153'ABOUT 0.55 OF A MILE NORTH ALONG STATE ROUTE 200 FROM THE POST
 GB1153'OFFICE IN THE O.W. HURT AND BROTHERS STORE IN THE SMALL COMMUNITY
 GB1153'OF POWERSBURG TO THE JUNCTION OF STATE ROUTE 1009 ON THE LEFT,
 GB1153'THENCE NORTHERLY ON STATE ROUTE 200 FOR 0.2 OF A MILE TO THE CONCRETE
 GB1153'BRIDGE OVER OTTER CREEK, THENCE NORTHERLY ON STATE ROUTE 200 FOR 0.15
 GB1153'OF A MILE TO THE TOP OF A HILL AND THE MARK ON THE RIGHT.  THIS
 GB1153'POINT IS ABOUT 1.8 MILES SOUTH-SOUTHWEST OF STATE ROUTE 834 AND 1.6
 GB1153'MILES SOUTH-SOUTHWEST OF HIDALGO.  IT IS 130 FEET WEST OF THE
 GB1153'SOUTHWEST ONE OF TWO 24-INCH SYCAMORE TREES, 53 FEET EAST AND
 GB1153'ACROSS THE HIGHWAY FROM A TELEPHONE POLE, 46 FEET SOUTHWEST OF
 GB1153'THE APPROXIMATE CENTER OF A PACED T ROAD EAST, 14 FEET EAST OF THE
 GB1153'APPROXIMATE CENTER OF STATE ROUTE 200, 5.8 FEET NORTH OF THE SOUTH
 GB1153'END OF A CONCRETE HEADWALL, AND 0.7 OF A FOOT SOUTH OF THE NORTH END
 GB1153'OF THE HEADWALL.  A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GB1153'THE EAST HEADWALL OF A SKEWED CONCRETE CULVERT UNDER STATE ROUTE
 GB1153'200 AND THE DISK IS STAMPED A 246 X
 GB1153
 GB1153                          STATION RECOVERY (1970)
 GB1153
 GB1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GB1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1097 ***********************************************************************
 GB1097  DESIGNATION -  A 247
 GB1097  PID         -  GB1097
 GB1097  STATE/COUNTY-  KY/WAYNE
 GB1097  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1097
 GB1097                         *CURRENT SURVEY CONTROL
 GB1097  ___________________________________________________________________
 GB1097* NAD 83(1986)-  36 38 20.     (N)    084 47 40.     (W)     SCALED    
 GB1097* NAVD 88     -       288.129  (meters)     945.30   (feet)  ADJUSTED  
 GB1097  ___________________________________________________________________
 GB1097  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GB1097  DYNAMIC HT  -         287.892 (meters)     944.53  (feet)  COMP
 GB1097  MODELED GRAV-     979,799.6   (mgal)                       NAVD 88
 GB1097
 GB1097  VERT ORDER  -  SECOND    CLASS 0
 GB1097
 GB1097.The horizontal coordinates were scaled from a topographic map and have
 GB1097.an estimated accuracy of +/- 6 seconds.
 GB1097
 GB1097.The orthometric height was determined by differential leveling
 GB1097.and adjusted by the National Geodetic Survey in June 1991..
 GB1097
 GB1097.The geoid height was determined by GEOID03.
 GB1097
 GB1097.The dynamic height is computed by dividing the NAVD 88
 GB1097.geopotential number by the normal gravity value computed on the
 GB1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1097.degrees latitude (g = 980.6199 gals.).
 GB1097
 GB1097.The modeled gravity was interpolated from observed gravity values.
 GB1097
 GB1097;                    North         East    Units  Estimated Accuracy
 GB1097;SPC KY1Z     - 1,034,350.    1,585,470.      MT  (+/- 180 meters Scaled)
 GB1097
 GB1097                          SUPERSEDED SURVEY CONTROL
 GB1097
 GB1097  NGVD 29 (??/??/92)  288.266  (m)          945.75   (f) ADJ UNCH    2 0
 GB1097
 GB1097.Superseded values are not recommended for survey control.
 GB1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1097.See file dsdata.txt to determine how the superseded data were derived.
 GB1097
 GB1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF971570(NAD 83)
 GB1097_MARKER: DB = BENCH MARK DISK
 GB1097_SETTING: 66 = SET IN ROCK OUTCROP
 GB1097_SP_SET: ROCK LEDGE
 GB1097_STAMPING: A 247 1951 945.753
 GB1097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1097+STABILITY: POSITION/ELEVATION WELL
 GB1097
 GB1097  HISTORY     - Date     Condition        Report By
 GB1097  HISTORY     - 1951     MONUMENTED       CGS
 GB1097  HISTORY     - 1958     GOOD             NGS
 GB1097
 GB1097                          STATION DESCRIPTION
 GB1097
 GB1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1097'1.7 MI SE FROM MT PISGAH.
 GB1097'ABOUT 1.7 MILES SOUTHEAST ALONG A ROUGH DIRT ROAD FROM THE
 GB1097'SCHOOL AND ROAD JUNCTION AT MT. PISGAH, AT WEST EDGE OF A CULTIVATED
 GB1097'FIELD, IN THE TOP OF A LIMESTONE LEDGE ABOUT 6 BY 5 FEET, 22
 GB1097'FEET EAST OF CENTER LINE OF ROAD, 172 FEET SOUTH OF THE SOUTH ONE
 GB1097'OF THREE 20-INCH WALNUT TREES, 169 FEET NORTH OF A FENCE CORNER,
 GB1097'30 FEET EAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 12-INCH
 GB1097'CEDAR TREE, AND ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD.
 GB1097
 GB1097                          STATION RECOVERY (1958)
 GB1097
 GB1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1392 ***********************************************************************
 GB1392  DESIGNATION -  A 248
 GB1392  PID         -  GB1392
 GB1392  STATE/COUNTY-  KY/CLINTON
 GB1392  USGS QUAD   -  SAVAGE (1981)
 GB1392
 GB1392                         *CURRENT SURVEY CONTROL
 GB1392  ___________________________________________________________________
 GB1392* NAD 83(1986)-  36 40 17.     (N)    085 01 15.     (W)     SCALED    
 GB1392* NAVD 88     -       308.950  (meters)    1013.61   (feet)  ADJUSTED  
 GB1392  ___________________________________________________________________
 GB1392  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 GB1392  DYNAMIC HT  -         308.683 (meters)    1012.74  (feet)  COMP
 GB1392  MODELED GRAV-     979,758.0   (mgal)                       NAVD 88
 GB1392
 GB1392  VERT ORDER  -  SECOND    CLASS 0
 GB1392
 GB1392.The horizontal coordinates were scaled from a topographic map and have
 GB1392.an estimated accuracy of +/- 6 seconds.
 GB1392
 GB1392.The orthometric height was determined by differential leveling
 GB1392.and adjusted by the National Geodetic Survey in June 1991..
 GB1392
 GB1392.The geoid height was determined by GEOID03.
 GB1392
 GB1392.The dynamic height is computed by dividing the NAVD 88
 GB1392.geopotential number by the normal gravity value computed on the
 GB1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1392.degrees latitude (g = 980.6199 gals.).
 GB1392
 GB1392.The modeled gravity was interpolated from observed gravity values.
 GB1392
 GB1392;                    North         East    Units  Estimated Accuracy
 GB1392;SPC KY1Z     - 1,037,780.    1,565,190.      MT  (+/- 180 meters Scaled)
 GB1392
 GB1392                          SUPERSEDED SURVEY CONTROL
 GB1392
 GB1392  NGVD 29 (??/??/92)  309.076  (m)         1014.03   (f) ADJ UNCH    2 0
 GB1392
 GB1392.Superseded values are not recommended for survey control.
 GB1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1392.See file dsdata.txt to determine how the superseded data were derived.
 GB1392
 GB1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF768602(NAD 83)
 GB1392_MARKER: DB = BENCH MARK DISK
 GB1392_SETTING: 66 = SET IN ROCK OUTCROP
 GB1392_SP_SET: ROCK LEDGE
 GB1392_STAMPING: A 248 1951 1014.027
 GB1392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1392+STABILITY: POSITION/ELEVATION WELL
 GB1392
 GB1392  HISTORY     - Date     Condition        Report By
 GB1392  HISTORY     - 1951     MONUMENTED       CGS
 GB1392  HISTORY     - 1958     GOOD             NGS
 GB1392
 GB1392                          STATION DESCRIPTION
 GB1392
 GB1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1392'1.8 MI NE FROM ROLAN.
 GB1392'ABOUT 1.75 MILES NORTHEAST ALONG A GRAVEL ROAD FROM BEECH BOTTOM
 GB1392'BAPTIST CHURCH AT ROLAN, ABOUT 0.4 MILE SOUTHWEST OF JUNCTION
 GB1392'OF A ROAD SOUTHEAST TO A COAL MINE, IN THE TOP OF AN OUTCROPPING
 GB1392'LIMESTONE LEDGE, ABOUT 140 YARDS NORTHEAST OF A FORD ACROSS A
 GB1392'SMALL STREAM AND JUNCTION OF DIM ROAD SOUTHEAST, ABOUT 135
 GB1392'YARDS SOUTHWEST OF FORD ACROSS SMALL STREAM, 35 FEET NORTHWEST
 GB1392'AND ACROSS STREAM FROM CENTER LINE OF ROAD, ABOUT 15 FEET
 GB1392'NORTHWEST OF CENTER OF STREAM, 48 FEET WEST AND ACROSS STREAM
 GB1392'FROM A TRIANGULAR BLAZED 8-INCH BUCKEYE TREE, AND ABOUT 2 FEET
 GB1392'BELOW ROAD.  NOTE-- THIS IS THE END OF TRAVEL ON THIS ROAD.
 GB1392
 GB1392                          STATION RECOVERY (1958)
 GB1392
 GB1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1498 ***********************************************************************
 GB1498  DESIGNATION -  A 249
 GB1498  PID         -  GB1498
 GB1498  STATE/COUNTY-  KY/CLINTON
 GB1498  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1498
 GB1498                         *CURRENT SURVEY CONTROL
 GB1498  ___________________________________________________________________
 GB1498* NAD 83(1986)-  36 50 33.     (N)    085 11 09.     (W)     SCALED    
 GB1498* NAVD 88     -       286.483  (meters)     939.90   (feet)  ADJUSTED  
 GB1498  ___________________________________________________________________
 GB1498  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GB1498  DYNAMIC HT  -         286.244 (meters)     939.12  (feet)  COMP
 GB1498  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 GB1498
 GB1498  VERT ORDER  -  SECOND    CLASS 0
 GB1498
 GB1498.The horizontal coordinates were scaled from a topographic map and have
 GB1498.an estimated accuracy of +/- 6 seconds.
 GB1498
 GB1498.The orthometric height was determined by differential leveling
 GB1498.and adjusted by the National Geodetic Survey in June 1991..
 GB1498
 GB1498.The geoid height was determined by GEOID03.
 GB1498
 GB1498.The dynamic height is computed by dividing the NAVD 88
 GB1498.geopotential number by the normal gravity value computed on the
 GB1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1498.degrees latitude (g = 980.6199 gals.).
 GB1498
 GB1498.The modeled gravity was interpolated from observed gravity values.
 GB1498
 GB1498;                    North         East    Units  Estimated Accuracy
 GB1498;SPC KY1Z     - 1,056,660.    1,550,320.      MT  (+/- 180 meters Scaled)
 GB1498
 GB1498                          SUPERSEDED SURVEY CONTROL
 GB1498
 GB1498  NGVD 29 (??/??/92)  286.620  (m)          940.35   (f) ADJ UNCH    2 0
 GB1498
 GB1498.Superseded values are not recommended for survey control.
 GB1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1498.See file dsdata.txt to determine how the superseded data were derived.
 GB1498
 GB1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF617789(NAD 83)
 GB1498_MARKER: DB = BENCH MARK DISK
 GB1498_SETTING: 66 = SET IN ROCK OUTCROP
 GB1498_SP_SET: ROCK OUTCROP
 GB1498_STAMPING: A 249 1951 940.352
 GB1498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1498+STABILITY: POSITION/ELEVATION WELL
 GB1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1498+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1498
 GB1498  HISTORY     - Date     Condition        Report By
 GB1498  HISTORY     - 1951     MONUMENTED       CGS
 GB1498  HISTORY     - 1958     GOOD             NGS
 GB1498  HISTORY     - 20040309 GOOD             KYDT
 GB1498
 GB1498                          STATION DESCRIPTION
 GB1498
 GB1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1498'2.9 MI N FROM AARON.
 GB1498'ABOUT 2.9 MILES NORTH ALONG STATE HIGHWAY 55 AND 35 FROM THE
 GB1498'POST OFFICE AND ROAD JUNCTION AT AARON, ON THE OUTSIDE OF A
 GB1498'CURVE WITH TANGENTS EXTENDING NORTHEAST AND WEST, SET IN THE TOP
 GB1498'OF AN OUTCROP OF LIMESTONE AT THE NORTHEAST END OF A ROCK CUT,
 GB1498'31 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 74 FEET NORTH
 GB1498'AND ACROSS A DIM ROAD SOUTHWEST FROM AN OIL WELL, 9 FEET
 GB1498'NORTHWEST OF CENTER LINE OF DIM ROAD SOUTHWEST, 45 FEET
 GB1498'NORTH-NORTHWEST AND ACROSS DIM ROAD SOUTHWEST FROM A LONE 8-INCH
 GB1498'CEDAR TREE, ABOUT 4 FEET ABOVE HIGHWAY.
 GB1498
 GB1498                          STATION RECOVERY (1958)
 GB1498
 GB1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1498'RECOVERED IN GOOD CONDITION.
 GB1498
 GB1498                          STATION RECOVERY (2004)
 GB1498
 GB1498'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1444 ***********************************************************************
 GB1444  DESIGNATION -  A 250
 GB1444  PID         -  GB1444
 GB1444  STATE/COUNTY-  KY/CUMBERLAND
 GB1444  USGS QUAD   -  AMANDAVILLE (1981)
 GB1444
 GB1444                         *CURRENT SURVEY CONTROL
 GB1444  ___________________________________________________________________
 GB1444* NAD 83(1986)-  36 53 26.     (N)    085 19 21.     (W)     SCALED    
 GB1444* NAVD 88     -       174.518  (meters)     572.56   (feet)  ADJUSTED  
 GB1444  ___________________________________________________________________
 GB1444  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GB1444  DYNAMIC HT  -         174.375 (meters)     572.10  (feet)  COMP
 GB1444  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GB1444
 GB1444  VERT ORDER  -  SECOND    CLASS 0
 GB1444
 GB1444.The horizontal coordinates were scaled from a topographic map and have
 GB1444.an estimated accuracy of +/- 6 seconds.
 GB1444
 GB1444.The orthometric height was determined by differential leveling
 GB1444.and adjusted by the National Geodetic Survey in June 1991..
 GB1444
 GB1444.The geoid height was determined by GEOID03.
 GB1444
 GB1444.The dynamic height is computed by dividing the NAVD 88
 GB1444.geopotential number by the normal gravity value computed on the
 GB1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1444.degrees latitude (g = 980.6199 gals.).
 GB1444
 GB1444.The modeled gravity was interpolated from observed gravity values.
 GB1444
 GB1444;                    North         East    Units  Estimated Accuracy
 GB1444;SPC KY1Z     - 1,061,930.    1,538,110.      MT  (+/- 180 meters Scaled)
 GB1444
 GB1444                          SUPERSEDED SURVEY CONTROL
 GB1444
 GB1444  NGVD 29 (??/??/92)  174.661  (m)          573.03   (f) ADJ UNCH    2 0
 GB1444
 GB1444.Superseded values are not recommended for survey control.
 GB1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1444.See file dsdata.txt to determine how the superseded data were derived.
 GB1444
 GB1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF494840(NAD 83)
 GB1444_MARKER: DB = BENCH MARK DISK
 GB1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1444_STAMPING: A 250 1951 573.034
 GB1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1444+STABILITY: SURFACE MOTION
 GB1444
 GB1444  HISTORY     - Date     Condition        Report By
 GB1444  HISTORY     - 1951     MONUMENTED       CGS
 GB1444  HISTORY     - 1958     GOOD             NGS
 GB1444  HISTORY     - 20040308 MARK NOT FOUND   KYDT
 GB1444
 GB1444                          STATION DESCRIPTION
 GB1444
 GB1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1444'1.3 MI SW FROM AMANDAVILLE.
 GB1444'ABOUT 1.3 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO
 GB1444'BURKESVILLE FROM THE POST OFFICE AT AMANDAVILLE, ABOUT 0.6 MILE
 GB1444'NORTHEAST OF A 150-FOOT WOODEN DECK STEEL BRIDGE OVER A CREEK,
 GB1444'20 FEET NORTH OF CENTER LINE OF ROAD, 366 FEET EAST OF CENTER
 GB1444'OF A DIM CROSSROAD, 56 FEET WEST OF A TRIANGULAR BLAZED 12-INCH
 GB1444'CEDAR TREE IN A FENCE LINE, 199 FEET WEST OF THE NORTH END OF A
 GB1444'30-INCH PIPE CULVERT UNDER ROAD, 2 FEET SOUTHEAST OF A 4-INCH
 GB1444'BOX ELDER TREE IN FENCE LINE, 2 FEET NORTHWEST OF A WHITE
 GB1444'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE
 GB1444'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1444
 GB1444                          STATION RECOVERY (1958)
 GB1444
 GB1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1444'RECOVERED IN GOOD CONDITION.
 GB1444
 GB1444                          STATION RECOVERY (2004)
 GB1444
 GB1444'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1339 ***********************************************************************
 GB1339  DESIGNATION -  A 251
 GB1339  PID         -  GB1339
 GB1339  STATE/COUNTY-  KY/CUMBERLAND
 GB1339  USGS QUAD   -  WATERVIEW (1982)
 GB1339
 GB1339                         *CURRENT SURVEY CONTROL
 GB1339  ___________________________________________________________________
 GB1339* NAD 83(1986)-  36 47 31.     (N)    085 24 28.     (W)     SCALED    
 GB1339* NAVD 88     -       179.829  (meters)     589.99   (feet)  ADJUSTED  
 GB1339  ___________________________________________________________________
 GB1339  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GB1339  DYNAMIC HT  -         179.684 (meters)     589.51  (feet)  COMP
 GB1339  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 GB1339
 GB1339  VERT ORDER  -  SECOND    CLASS 0
 GB1339
 GB1339.The horizontal coordinates were scaled from a topographic map and have
 GB1339.an estimated accuracy of +/- 6 seconds.
 GB1339
 GB1339.The orthometric height was determined by differential leveling
 GB1339.and adjusted by the National Geodetic Survey in June 1991..
 GB1339
 GB1339.The geoid height was determined by GEOID03.
 GB1339
 GB1339.The dynamic height is computed by dividing the NAVD 88
 GB1339.geopotential number by the normal gravity value computed on the
 GB1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1339.degrees latitude (g = 980.6199 gals.).
 GB1339
 GB1339.The modeled gravity was interpolated from observed gravity values.
 GB1339
 GB1339;                    North         East    Units  Estimated Accuracy
 GB1339;SPC KY1Z     - 1,050,960.    1,530,550.      MT  (+/- 180 meters Scaled)
 GB1339
 GB1339                          SUPERSEDED SURVEY CONTROL
 GB1339
 GB1339  NGVD 29 (??/??/92)  179.967  (m)          590.44   (f) ADJ UNCH    2 0
 GB1339
 GB1339.Superseded values are not recommended for survey control.
 GB1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1339.See file dsdata.txt to determine how the superseded data were derived.
 GB1339
 GB1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF420729(NAD 83)
 GB1339_MARKER: DB = BENCH MARK DISK
 GB1339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1339_SP_SET: CULVERT
 GB1339_STAMPING: A 251 1951 590.442
 GB1339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1339+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 GB1339
 GB1339  HISTORY     - Date     Condition        Report By
 GB1339  HISTORY     - 1951     MONUMENTED       CGS
 GB1339  HISTORY     - 1958     GOOD             NGS
 GB1339  HISTORY     - 20050912 GOOD             KYTC
 GB1339
 GB1339                          STATION DESCRIPTION
 GB1339
 GB1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB1339'2.6 MI W FROM BURKESVILLE.
 GB1339'2.4 MILES WEST ALONG SCENIC ROUTE OF HIGHWAY 90 FROM THE COURT
 GB1339'HOUSE AT BURKESVILLE, (THIS IS 0.8 MILE WEST OF JUNCTION OF SCENIC
 GB1339'ROUTE AND STATE HIGHWAY 90) THENCE 0.2 MILE WEST ON PORTION OF
 GB1339'BLACK TOP ROAD THAT WAS OLD HIGHWAY 90, 0.2 MILE NORTHEAST OF THE
 GB1339'JUNCTION OF STATE HIGHWAYS 90, OLD 90, AND 691, 118 FEET EAST
 GB1339'AND ACROSS HIGHWAY FROM FARMHOUSE, AT A 4-FOOT CONCRETE BOX
 GB1339'CULVERT, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GB1339'HEAD WALL, 14 FEET SOUTHEAST OF THE CENTER LINE OF ROAD AND ABOUT
 GB1339'3 FEET BELOW THE LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM THE
 GB1339'POST OFFICE AT GRIDER BY GOING 1.4 MILES SOUTHEAST ALONG STATE
 GB1339'HIGHWAY 90, THENCE 0.2 MILE NORTHEAST ALONG A STRETCH OF OLD
 GB1339'HIGHWAY 90.
 GB1339
 GB1339                          STATION RECOVERY (2005)
 GB1339
 GB1339'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2066 ***********************************************************************
 GB2066  DESIGNATION -  A 252
 GB2066  PID         -  GB2066
 GB2066  STATE/COUNTY-  KY/METCALFE
 GB2066  USGS QUAD   -  EDMONTON (1982)
 GB2066
 GB2066                         *CURRENT SURVEY CONTROL
 GB2066  ___________________________________________________________________
 GB2066* NAD 83(1986)-  36 55 40.     (N)    085 31 54.     (W)     SCALED    
 GB2066* NAVD 88     -       308.468  (meters)    1012.03   (feet)  ADJUSTED  
 GB2066  ___________________________________________________________________
 GB2066  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GB2066  DYNAMIC HT  -         308.216 (meters)    1011.21  (feet)  COMP
 GB2066  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GB2066
 GB2066  VERT ORDER  -  SECOND    CLASS 0
 GB2066
 GB2066.The horizontal coordinates were scaled from a topographic map and have
 GB2066.an estimated accuracy of +/- 6 seconds.
 GB2066
 GB2066.The orthometric height was determined by differential leveling
 GB2066.and adjusted by the National Geodetic Survey in June 1991..
 GB2066
 GB2066.The geoid height was determined by GEOID03.
 GB2066
 GB2066.The dynamic height is computed by dividing the NAVD 88
 GB2066.geopotential number by the normal gravity value computed on the
 GB2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2066.degrees latitude (g = 980.6199 gals.).
 GB2066
 GB2066.The modeled gravity was interpolated from observed gravity values.
 GB2066
 GB2066;                    North         East    Units  Estimated Accuracy
 GB2066;SPC KY1Z     - 1,066,000.    1,519,450.      MT  (+/- 180 meters Scaled)
 GB2066
 GB2066                          SUPERSEDED SURVEY CONTROL
 GB2066
 GB2066  NGVD 29 (??/??/92)  308.607  (m)         1012.49   (f) ADJ UNCH    2 0
 GB2066
 GB2066.Superseded values are not recommended for survey control.
 GB2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2066.See file dsdata.txt to determine how the superseded data were derived.
 GB2066
 GB2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF307878(NAD 83)
 GB2066_MARKER: DB = BENCH MARK DISK
 GB2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2066_STAMPING: A 252 1951 1012.488
 GB2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2066+STABILITY: SURFACE MOTION
 GB2066
 GB2066  HISTORY     - Date     Condition        Report By
 GB2066  HISTORY     - 1951     MONUMENTED       CGS
 GB2066  HISTORY     - 1958     GOOD             NGS
 GB2066  HISTORY     - 20010412 POOR             KYDT
 GB2066
 GB2066                          STATION DESCRIPTION
 GB2066
 GB2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2066'2.4 MI N FROM SUBTLE.
 GB2066'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY 496 FROM THE POST
 GB2066'OFFICE AT SUBTLE, AT THE JUNCTION OF A NARROW GRAVEL ROAD
 GB2066'LEADING NORTHEAST, 20 FEET SOUTHEAST OF CENTER LINE OF ROAD
 GB2066'NORTHEAST, 42 FEET NORTH OF CENTER LINE OF HIGHWAY, 54 FEET
 GB2066'NORTHEAST OF CENTER OF JUNCTION, 36 FEET NORTHWEST OF WEST
 GB2066'CORNER OF GARRETTS GROCERY STORE, 1 1/2 FEET SOUTHWEST OF A WHITE
 GB2066'WOODEN WITNESS POST, ABOUT 4 FEET ABOVE HIGHWAY, ABOUT 1 FOOT
 GB2066'ABOVE ROAD NORTHEAST AND SET IN THE TOP OF A CONCRETE POST
 GB2066'PROJECTING 4 INCHES.
 GB2066
 GB2066                          STATION RECOVERY (1958)
 GB2066
 GB2066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2066'RECOVERED IN GOOD CONDITION.
 GB2066
 GB2066                          STATION RECOVERY (2001)
 GB2066
 GB2066'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GB2066'STORE BUILDING NOW RESIDENCE, GROUND AROUND MARK HAS BEEN CUT AWAY,
 GB2066'PRESUMABLY FROM REGRADING LOT, POST PROJECTS 2.5 FEET, STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1607 ***********************************************************************
 GB1607  DESIGNATION -  A 253
 GB1607  PID         -  GB1607
 GB1607  STATE/COUNTY-  KY/MONROE
 GB1607  USGS QUAD   -  BLACKS FERRY (1982)
 GB1607
 GB1607                         *CURRENT SURVEY CONTROL
 GB1607  ___________________________________________________________________
 GB1607* NAD 83(1986)-  36 39 55.     (N)    085 29 39.     (W)     SCALED    
 GB1607* NAVD 88     -       164.451  (meters)     539.54   (feet)  ADJUSTED  
 GB1607  ___________________________________________________________________
 GB1607  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GB1607  DYNAMIC HT  -         164.314 (meters)     539.09  (feet)  COMP
 GB1607  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 GB1607
 GB1607  VERT ORDER  -  SECOND    CLASS 0
 GB1607
 GB1607.The horizontal coordinates were scaled from a topographic map and have
 GB1607.an estimated accuracy of +/- 6 seconds.
 GB1607
 GB1607.The orthometric height was determined by differential leveling
 GB1607.and adjusted by the National Geodetic Survey in June 1991..
 GB1607
 GB1607.The geoid height was determined by GEOID03.
 GB1607
 GB1607.The dynamic height is computed by dividing the NAVD 88
 GB1607.geopotential number by the normal gravity value computed on the
 GB1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1607.degrees latitude (g = 980.6199 gals.).
 GB1607
 GB1607.The modeled gravity was interpolated from observed gravity values.
 GB1607
 GB1607;                    North         East    Units  Estimated Accuracy
 GB1607;SPC KY1Z     - 1,036,870.    1,522,870.      MT  (+/- 180 meters Scaled)
 GB1607
 GB1607                          SUPERSEDED SURVEY CONTROL
 GB1607
 GB1607  NGVD 29 (??/??/92)  164.576  (m)          539.95   (f) ADJ UNCH    2 0
 GB1607
 GB1607.Superseded values are not recommended for survey control.
 GB1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1607.See file dsdata.txt to determine how the superseded data were derived.
 GB1607
 GB1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF345587(NAD 83)
 GB1607_MARKER: DB = BENCH MARK DISK
 GB1607_SETTING: 66 = SET IN ROCK OUTCROP
 GB1607_SP_SET: ROCK LEDGE
 GB1607_STAMPING: A 253 1951
 GB1607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1607+STABILITY: POSITION/ELEVATION WELL
 GB1607
 GB1607  HISTORY     - Date     Condition        Report By
 GB1607  HISTORY     - 1951     MONUMENTED       CGS
 GB1607
 GB1607                          STATION DESCRIPTION
 GB1607
 GB1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1607'2.2 MI S FROM BLACKS FERRY.
 GB1607'ABOUT 0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE
 GB1607'AT BLACKS FERRY, THENCE ABOUT 1.75 MILES SOUTH ALONG A DIRT
 GB1607'ROAD LEADING TO MARTINSBURG FERRY, AT THE JUNCTION OF A ROAD
 GB1607'WEST, IN THE TOP OF AN OUTCROPPING LIMESTONE LEDGE, 26 FEET
 GB1607'SOUTHWEST OF CENTER LINE OF ROAD, 165 FEET SOUTHEAST OF CENTER OF
 GB1607'JUNCTION, 114 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF A 2-STORY
 GB1607'FRAME HOUSE, 16 FEET EAST OF CENTER LINE OF A DRIVE TO A BARN,
 GB1607'13 FEET WEST-NORTHWEST OF A 7-INCH SYCAMORE TREE, AND ABOUT 3
 GB1607'FEET ABOVE THE ROAD.  NOTE-- MARK IS ABOUT 2.1 MILES NORTH OF
 GB1607'ABANDONED FERRY AT MARTINSBURG, MONROE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2777 ***********************************************************************
 GA2777  DESIGNATION -  A 254
 GA2777  PID         -  GA2777
 GA2777  STATE/COUNTY-  KY/BELL
 GA2777  USGS QUAD   -  PINEVILLE (1974)
 GA2777
 GA2777                         *CURRENT SURVEY CONTROL
 GA2777  ___________________________________________________________________
 GA2777* NAD 83(1986)-  36 46 20.     (N)    083 39 14.     (W)     SCALED    
 GA2777* NAVD 88     -       311.896  (meters)    1023.28   (feet)  ADJUSTED  
 GA2777  ___________________________________________________________________
 GA2777  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GA2777  DYNAMIC HT  -         311.629 (meters)    1022.40  (feet)  COMP
 GA2777  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 GA2777
 GA2777  VERT ORDER  -  SECOND    CLASS 0
 GA2777
 GA2777.The horizontal coordinates were scaled from a topographic map and have
 GA2777.an estimated accuracy of +/- 6 seconds.
 GA2777
 GA2777.The orthometric height was determined by differential leveling
 GA2777.and adjusted by the National Geodetic Survey in June 1991..
 GA2777
 GA2777.The geoid height was determined by GEOID03.
 GA2777
 GA2777.The dynamic height is computed by dividing the NAVD 88
 GA2777.geopotential number by the normal gravity value computed on the
 GA2777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2777.degrees latitude (g = 980.6199 gals.).
 GA2777
 GA2777.The modeled gravity was interpolated from observed gravity values.
 GA2777
 GA2777;                    North         East    Units  Estimated Accuracy
 GA2777;SPC KY1Z     - 1,050,810.    1,687,130.      MT  (+/- 180 meters Scaled)
 GA2777
 GA2777                          SUPERSEDED SURVEY CONTROL
 GA2777
 GA2777  NGVD 29 (??/??/92)  312.044  (m)         1023.76   (f) ADJ UNCH    2 0
 GA2777
 GA2777.Superseded values are not recommended for survey control.
 GA2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2777.See file dsdata.txt to determine how the superseded data were derived.
 GA2777
 GA2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA631728(NAD 83)
 GA2777_MARKER: DB = BENCH MARK DISK
 GA2777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2777_SP_SET: CULVERT
 GA2777_STAMPING: A 254 1951 1023.764
 GA2777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2777
 GA2777  HISTORY     - Date     Condition        Report By
 GA2777  HISTORY     - 1951     MONUMENTED       CGS
 GA2777  HISTORY     - 1957     GOOD             NGS
 GA2777
 GA2777                          STATION DESCRIPTION
 GA2777
 GA2777'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2777'1.2 MI W FROM JENSON.
 GA2777'1.25 MILES WEST ALONG STATE HIGHWAY 221 FROM THE ROAD JUNCTION
 GA2777'AT JENSON, ABOUT 0.1 MILE EAST OF SCHOOL (BRICK BUILDING) AT
 GA2777'STRAIGHT CREEK, IN THE TOP OF THE EAST END OF THE SOUTH HEAD
 GA2777'WALL OF A 3-FOOT CONCRETE CULVERT, 14 FEET SOUTH OF CENTER LINE
 GA2777'OF HIGHWAY, 45 FEET SOUTH AND ACROSS HIGHWAY FROM THE SOUTHWEST
 GA2777'CORNER OF SAYLOR AND EARL GROCERY STORE AND ABOUT 1 FOOT BELOW
 GA2777'LEVEL OF HIGHWAY.  NOTE-- THE MARK IS ALSO 0.1 MILE SOUTHEAST
 GA2777'OF THE JUNCTION OF STATE HIGHWAYS 221 AND 66.
 GA2777
 GA2777                          STATION RECOVERY (1957)
 GA2777
 GA2777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1617 ***********************************************************************
 GA1617  DESIGNATION -  A 255
 GA1617  PID         -  GA1617
 GA1617  STATE/COUNTY-  KY/HARLAN
 GA1617  USGS QUAD   -  HELTON (1983)
 GA1617
 GA1617                         *CURRENT SURVEY CONTROL
 GA1617  ___________________________________________________________________
 GA1617* NAD 83(1986)-  36 52 50.     (N)    083 24 57.     (W)     SCALED    
 GA1617* NAVD 88     -       440.400  (meters)    1444.88   (feet)  ADJUSTED  
 GA1617  ___________________________________________________________________
 GA1617  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA1617  DYNAMIC HT  -         440.026 (meters)    1443.65  (feet)  COMP
 GA1617  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 GA1617
 GA1617  VERT ORDER  -  SECOND    CLASS 0
 GA1617
 GA1617.The horizontal coordinates were scaled from a topographic map and have
 GA1617.an estimated accuracy of +/- 6 seconds.
 GA1617
 GA1617.The orthometric height was determined by differential leveling
 GA1617.and adjusted by the National Geodetic Survey in June 1991..
 GA1617
 GA1617.The geoid height was determined by GEOID03.
 GA1617
 GA1617.The dynamic height is computed by dividing the NAVD 88
 GA1617.geopotential number by the normal gravity value computed on the
 GA1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1617.degrees latitude (g = 980.6199 gals.).
 GA1617
 GA1617.The modeled gravity was interpolated from observed gravity values.
 GA1617
 GA1617;                    North         East    Units  Estimated Accuracy
 GA1617;SPC KY1Z     - 1,063,340.    1,708,080.      MT  (+/- 180 meters Scaled)
 GA1617
 GA1617                          SUPERSEDED SURVEY CONTROL
 GA1617
 GA1617  NGVD 29 (??/??/92)  440.546  (m)         1445.36   (f) ADJ UNCH    2 0
 GA1617
 GA1617.Superseded values are not recommended for survey control.
 GA1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1617.See file dsdata.txt to determine how the superseded data were derived.
 GA1617
 GA1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA846843(NAD 83)
 GA1617_MARKER: DB = BENCH MARK DISK
 GA1617_SETTING: 66 = SET IN ROCK OUTCROP
 GA1617_SP_SET: OUTCROP
 GA1617_STAMPING: A 255 1951 1445.358
 GA1617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1617+STABILITY: POSITION/ELEVATION WELL
 GA1617
 GA1617  HISTORY     - Date     Condition        Report By
 GA1617  HISTORY     - 1951     MONUMENTED       CGS
 GA1617  HISTORY     - 1957     GOOD             NGS
 GA1617  HISTORY     - 1974     MARK NOT FOUND   USGS
 GA1617
 GA1617                          STATION DESCRIPTION
 GA1617
 GA1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA1617'7.5 MI NE FROM STONY FORK.
 GA1617'ABOUT 7.5 MILES NORTHEAST ALONG STATE HIGHWAY 221 FROM THE
 GA1617'BAPTIST CHURCH AT STONY FORK, ABOUT 60 YARDS SOUTHWEST OF A SMALL
 GA1617'LOG HOUSE WHICH IS NORTHWEST OF HIGHWAY, ON THE OUTSIDE AND
 GA1617'AT THE SOUTHWEST END OF A CURVE WITH TANGENTS EXTENDING SOUTHWEST
 GA1617'AND EAST, AT THE SOUTH CORNER OF A SMALL CLEARING, IN THE TOP OF
 GA1617'THE NORTHEAST END OF A ROUGH TOPPED OUTCROP OF ROCK, 25 FEET
 GA1617'NORTHWEST OF CENTER LINE OF HIGHWAY, 42 FEET NORTH OF NORTHWEST
 GA1617'END OF A 4-FOOT LOG CULVERT, AND ABOUT 4 FEET ABOVE LEVEL OF
 GA1617'HIGHWAY.
 GA1617
 GA1617                          STATION RECOVERY (1974)
 GA1617
 GA1617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GA1617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2164 ***********************************************************************
 GZ2164  DESIGNATION -  A 256
 GZ2164  PID         -  GZ2164
 GZ2164  STATE/COUNTY-  KY/ADAIR
 GZ2164  USGS QUAD   -  EAST FORK (1973)
 GZ2164
 GZ2164                         *CURRENT SURVEY CONTROL
 GZ2164  ___________________________________________________________________
 GZ2164* NAD 83(1986)-  37 05 40.     (N)    085 31 14.     (W)     SCALED    
 GZ2164* NAVD 88     -       234.155  (meters)     768.22   (feet)  ADJUSTED  
 GZ2164  ___________________________________________________________________
 GZ2164  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GZ2164  DYNAMIC HT  -         233.970 (meters)     767.62  (feet)  COMP
 GZ2164  MODELED GRAV-     979,835.9   (mgal)                       NAVD 88
 GZ2164
 GZ2164  VERT ORDER  -  SECOND    CLASS 0
 GZ2164
 GZ2164.The horizontal coordinates were scaled from a topographic map and have
 GZ2164.an estimated accuracy of +/- 6 seconds.
 GZ2164
 GZ2164.The orthometric height was determined by differential leveling
 GZ2164.and adjusted by the National Geodetic Survey in June 1991..
 GZ2164
 GZ2164.The geoid height was determined by GEOID03.
 GZ2164
 GZ2164.The dynamic height is computed by dividing the NAVD 88
 GZ2164.geopotential number by the normal gravity value computed on the
 GZ2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2164.degrees latitude (g = 980.6199 gals.).
 GZ2164
 GZ2164.The modeled gravity was interpolated from observed gravity values.
 GZ2164
 GZ2164;                    North         East    Units  Estimated Accuracy
 GZ2164;SPC KY1Z     - 1,084,500.    1,520,400.      MT  (+/- 180 meters Scaled)
 GZ2164
 GZ2164                          SUPERSEDED SURVEY CONTROL
 GZ2164
 GZ2164  NGVD 29 (??/??/92)  234.301  (m)          768.70   (f) ADJ UNCH    2 0
 GZ2164
 GZ2164.Superseded values are not recommended for survey control.
 GZ2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2164.See file dsdata.txt to determine how the superseded data were derived.
 GZ2164
 GZ2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG314063(NAD 83)
 GZ2164_MARKER: DB = BENCH MARK DISK
 GZ2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2164_STAMPING: A 256 1951
 GZ2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2164+STABILITY: SURFACE MOTION
 GZ2164
 GZ2164  HISTORY     - Date     Condition        Report By
 GZ2164  HISTORY     - 1951     MONUMENTED       CGS
 GZ2164  HISTORY     - 20010426 MARK NOT FOUND   KYDT
 GZ2164
 GZ2164                          STATION DESCRIPTION
 GZ2164
 GZ2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2164'0.8 MI NW FROM KELTNER.
 GZ2164'ABOUT 0.45 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ2164'AT KELTNER, THENCE ABOUT 0.35 MILE NORTHWEST ALONG A DIRT ROAD,
 GZ2164'ABOUT 0.85 MILE SOUTHEAST OF THE T JUNCTION OF A GRAVEL ROAD,
 GZ2164'AT A FORD ACROSS A SMALL CREEK, 23 FEET SOUTH OF CENTER LINE
 GZ2164'OF ROAD, ABOUT 70 YARDS SOUTHWEST OF CENTER OF FORD, 45 FEET
 GZ2164'WEST OF A 36-INCH SYCAMORE TREE, 16 FEET NORTHWEST OF A FENCE
 GZ2164'CORNER, 1 FOOT NORTHEAST OF A FENCE LINE, ABOUT LEVEL WITH
 GZ2164'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ2164
 GZ2164                          STATION RECOVERY (2001)
 GZ2164
 GZ2164'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2164'NO SIGN OF MARK AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2036 ***********************************************************************
 GZ2036  DESIGNATION -  A 257
 GZ2036  PID         -  GZ2036
 GZ2036  STATE/COUNTY-  KY/LARUE
 GZ2036  USGS QUAD   -  HAMMONVILLE (1982)
 GZ2036
 GZ2036                         *CURRENT SURVEY CONTROL
 GZ2036  ___________________________________________________________________
 GZ2036* NAD 83(1986)-  37 28 20.     (N)    085 47 45.     (W)     SCALED    
 GZ2036* NAVD 88     -       247.841  (meters)     813.12   (feet)  ADJUSTED  
 GZ2036  ___________________________________________________________________
 GZ2036  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GZ2036  DYNAMIC HT  -         247.648 (meters)     812.49  (feet)  COMP
 GZ2036  MODELED GRAV-     979,844.7   (mgal)                       NAVD 88
 GZ2036
 GZ2036  VERT ORDER  -  SECOND    CLASS 0
 GZ2036
 GZ2036.The horizontal coordinates were scaled from a topographic map and have
 GZ2036.an estimated accuracy of +/- 6 seconds.
 GZ2036
 GZ2036.The orthometric height was determined by differential leveling
 GZ2036.and adjusted by the National Geodetic Survey in June 1991..
 GZ2036
 GZ2036.The geoid height was determined by GEOID03.
 GZ2036
 GZ2036.The dynamic height is computed by dividing the NAVD 88
 GZ2036.geopotential number by the normal gravity value computed on the
 GZ2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2036.degrees latitude (g = 980.6199 gals.).
 GZ2036
 GZ2036.The modeled gravity was interpolated from observed gravity values.
 GZ2036
 GZ2036;                    North         East    Units  Estimated Accuracy
 GZ2036;SPC KY1Z     - 1,126,400.    1,495,950.      MT  (+/- 180 meters Scaled)
 GZ2036
 GZ2036                          SUPERSEDED SURVEY CONTROL
 GZ2036
 GZ2036  NGVD 29 (??/??/92)  247.959  (m)          813.51   (f) ADJ UNCH    2 0
 GZ2036
 GZ2036.Superseded values are not recommended for survey control.
 GZ2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2036.See file dsdata.txt to determine how the superseded data were derived.
 GZ2036
 GZ2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG064479(NAD 83)
 GZ2036_MARKER: DB = BENCH MARK DISK
 GZ2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2036_STAMPING: A 257 1951
 GZ2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2036+STABILITY: SURFACE MOTION
 GZ2036
 GZ2036  HISTORY     - Date     Condition        Report By
 GZ2036  HISTORY     - 1951     MONUMENTED       CGS
 GZ2036  HISTORY     - 1982     GOOD             KYDT
 GZ2036
 GZ2036                          STATION DESCRIPTION
 GZ2036
 GZ2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2036'0.5 MI N FROM MAXINE.
 GZ2036'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 357 FROM THE CROSSROADS
 GZ2036'AT MAXINE, AT A SMALL WHITE HOUSE WEST OF HIGHWAY, 23 FEET WEST
 GZ2036'OF THE CENTER LINE OF HIGHWAY, 68 FEET EAST-NORTHEAST OF THE
 GZ2036'NORTHEAST CORNER OF HOUSE, 109 1/2 FEET EAST-SOUTHEAST OF A DRILLED
 GZ2036'WELL, 39 1/2 FEET NORTH OF THE NORTHEAST CORNER OF A GARAGE, 1 1/2
 GZ2036'FEET EAST OF A POWER POLE IN A FENCE LINE, ABOUT LEVEL WITH
 GZ2036'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ2036
 GZ2036                          STATION RECOVERY (1982)
 GZ2036
 GZ2036'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2036'(EXTRA DESCRIPTION INFO.) 183 FT. S.W. OF JUNCTION OF HIGHWAY AND
 GZ2036'DRIVE EAST, 50 FT. N. OF JUNCTION OF FIELD ENTRANCE W. 1 FT. E. OF
 GZ2036'METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1943 ***********************************************************************
 GZ1943  DESIGNATION -  A 258
 GZ1943  PID         -  GZ1943
 GZ1943  STATE/COUNTY-  KY/HART
 GZ1943  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ1943
 GZ1943                         *CURRENT SURVEY CONTROL
 GZ1943  ___________________________________________________________________
 GZ1943* NAD 83(1986)-  37 16 16.     (N)    085 54 11.     (W)     SCALED    
 GZ1943* NAVD 88     -       181.690  (meters)     596.09   (feet)  ADJUSTED  
 GZ1943  ___________________________________________________________________
 GZ1943  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GZ1943  DYNAMIC HT  -         181.550 (meters)     595.64  (feet)  COMP
 GZ1943  MODELED GRAV-     979,859.1   (mgal)                       NAVD 88
 GZ1943
 GZ1943  VERT ORDER  -  FIRST     CLASS II
 GZ1943
 GZ1943.The horizontal coordinates were scaled from a topographic map and have
 GZ1943.an estimated accuracy of +/- 6 seconds.
 GZ1943
 GZ1943.The orthometric height was determined by differential leveling
 GZ1943.and adjusted by the National Geodetic Survey in June 1991..
 GZ1943
 GZ1943.The geoid height was determined by GEOID03.
 GZ1943
 GZ1943.The dynamic height is computed by dividing the NAVD 88
 GZ1943.geopotential number by the normal gravity value computed on the
 GZ1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1943.degrees latitude (g = 980.6199 gals.).
 GZ1943
 GZ1943.The modeled gravity was interpolated from observed gravity values.
 GZ1943
 GZ1943;                    North         East    Units  Estimated Accuracy
 GZ1943;SPC KY1Z     - 1,104,090.    1,486,430.      MT  (+/- 180 meters Scaled)
 GZ1943
 GZ1943                          SUPERSEDED SURVEY CONTROL
 GZ1943
 GZ1943  NGVD 29 (??/??/92)  181.812  (m)          596.49   (f) ADJ UNCH    1 2
 GZ1943
 GZ1943.Superseded values are not recommended for survey control.
 GZ1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1943.See file dsdata.txt to determine how the superseded data were derived.
 GZ1943
 GZ1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG972255(NAD 83)
 GZ1943_MARKER: DB = BENCH MARK DISK
 GZ1943_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1943_SP_SET: ROCK OUTCROP
 GZ1943_STAMPING: A 258 1951
 GZ1943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1943+STABILITY: POSITION/ELEVATION WELL
 GZ1943
 GZ1943  HISTORY     - Date     Condition        Report By
 GZ1943  HISTORY     - 1951     MONUMENTED       CGS
 GZ1943  HISTORY     - 1953     GOOD             NGS
 GZ1943  HISTORY     - 1960     GOOD             NGS
 GZ1943  HISTORY     - 19990505 GOOD             WOOLPT
 GZ1943
 GZ1943                          STATION DESCRIPTION
 GZ1943
 GZ1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GZ1943'0.2 MI S FROM MUNFORDVILLE.
 GZ1943'0.2 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GZ1943'THE STATION AT MUNFORDVILLE, HART COUNTY, 9 RAILS SOUTH OF
 GZ1943'MILEPOST 73, 168.5 FEET SOUTH OF SEMAPHORE 731, AT THE FIRST
 GZ1943'ROAD CROSSING SOUTH OF THE STATION, 65 FEET NORTH OF THE
 GZ1943'CENTER LINE OF THE ROAD, 16.5 FEET WEST OF THE WEST RAIL, IN
 GZ1943'THE TOP OF A FLAT OUTCROP OF ROCK THAT IS PART OF A CUT ON
 GZ1943'THE WEST SIDE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 GZ1943'TRACK.  A STANDARD DISK, STAMPED A 258 1951.
 GZ1943
 GZ1943                          STATION RECOVERY (1960)
 GZ1943
 GZ1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GZ1943'RECOVERED IN GOOD CONDITION.
 GZ1943
 GZ1943                          STATION RECOVERY (1999)
 GZ1943
 GZ1943'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999
 GZ1943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2666 ***********************************************************************
 GA2666  DESIGNATION -  A 26
 GA2666  PID         -  GA2666
 GA2666  STATE/COUNTY-  KY/BELL
 GA2666  USGS QUAD   -  MIDDLESBORO NORTH (1974)
 GA2666
 GA2666                         *CURRENT SURVEY CONTROL
 GA2666  ___________________________________________________________________
 GA2666* NAD 83(1986)-  36 43 10.     (N)    083 38 28.     (W)     SCALED    
 GA2666* NAVD 88     -       315.233  (meters)    1034.23   (feet)  ADJUSTED  
 GA2666  ___________________________________________________________________
 GA2666  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GA2666  DYNAMIC HT  -         314.961 (meters)    1033.33  (feet)  COMP
 GA2666  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 GA2666
 GA2666  VERT ORDER  -  SECOND    CLASS 0
 GA2666
 GA2666.The horizontal coordinates were scaled from a topographic map and have
 GA2666.an estimated accuracy of +/- 6 seconds.
 GA2666
 GA2666.The orthometric height was determined by differential leveling
 GA2666.and adjusted by the National Geodetic Survey in June 1991..
 GA2666
 GA2666.The geoid height was determined by GEOID03.
 GA2666
 GA2666.The dynamic height is computed by dividing the NAVD 88
 GA2666.geopotential number by the normal gravity value computed on the
 GA2666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2666.degrees latitude (g = 980.6199 gals.).
 GA2666
 GA2666.The modeled gravity was interpolated from observed gravity values.
 GA2666
 GA2666;                    North         East    Units  Estimated Accuracy
 GA2666;SPC KY1Z     - 1,044,980.    1,688,410.      MT  (+/- 180 meters Scaled)
 GA2666
 GA2666                          SUPERSEDED SURVEY CONTROL
 GA2666
 GA2666  NGVD 29 (??/??/92)  315.385  (m)         1034.73   (f) ADJ UNCH    2 0
 GA2666
 GA2666.Superseded values are not recommended for survey control.
 GA2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2666.See file dsdata.txt to determine how the superseded data were derived.
 GA2666
 GA2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA641670(NAD 83)
 GA2666_MARKER: DB = BENCH MARK DISK
 GA2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2666_STAMPING: A 26 1934 1034.726
 GA2666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2666+STABILITY: SURFACE MOTION
 GA2666
 GA2666  HISTORY     - Date     Condition        Report By
 GA2666  HISTORY     - 1934     MONUMENTED       CGS
 GA2666  HISTORY     - 1957     POOR             NGS
 GA2666  HISTORY     - 1959     MARK NOT FOUND   NGS
 GA2666
 GA2666                          STATION DESCRIPTION
 GA2666
 GA2666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2666'1.2 MI SW FROM PAGE.
 GA2666'1.2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA2666'FROM THE ROAD CROSSING AT PAGE, AT THE JUNCTION OF A BRANCH TRACK
 GA2666'LEADING TO YELLOW CREEK, ONE RAIL WEST OF CONCRETE FOOTINGS WHERE
 GA2666'WATER TANK ONCE STOOD, AT THE EAST END OF BRIDGE NO. 1, 30 FEET
 GA2666'SOUTH OF THE SOUTH RAIL OF TRACK, (DOUBLE TRACK REMOVED), 22 FEET
 GA2666'SOUTHWEST OF THE TIMBERS AT EAST END OF BRIDGE, 17 FEET SOUTH OF
 GA2666'THE SOUTH END OF THE FIRST TIMBER SUPPORT WEST OF EAST END OF
 GA2666'BRIDGE, ABOUT 2.5 FEET BELOW THE LEVEL OF TRACK.
 GA2666
 GA2666                          STATION RECOVERY (1959)
 GA2666
 GA2666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GA2666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2292 ***********************************************************************
 GZ2292  DESIGNATION -  A 260
 GZ2292  PID         -  GZ2292
 GZ2292  STATE/COUNTY-  KY/HARDIN
 GZ2292  USGS QUAD   -  CECILIA (1992)
 GZ2292
 GZ2292                         *CURRENT SURVEY CONTROL
 GZ2292  ___________________________________________________________________
 GZ2292* NAD 83(1986)-  37 37 33.     (N)    085 54 21.     (W)     SCALED    
 GZ2292* NAVD 88     -       205.532  (meters)     674.32   (feet)  ADJUSTED  
 GZ2292  ___________________________________________________________________
 GZ2292  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 GZ2292  DYNAMIC HT  -         205.376 (meters)     673.80  (feet)  COMP
 GZ2292  MODELED GRAV-     979,863.0   (mgal)                       NAVD 88
 GZ2292
 GZ2292  VERT ORDER  -  FIRST     CLASS II
 GZ2292
 GZ2292.The horizontal coordinates were scaled from a topographic map and have
 GZ2292.an estimated accuracy of +/- 6 seconds.
 GZ2292
 GZ2292.The orthometric height was determined by differential leveling
 GZ2292.and adjusted by the National Geodetic Survey in June 1991..
 GZ2292
 GZ2292.The geoid height was determined by GEOID03.
 GZ2292
 GZ2292.The dynamic height is computed by dividing the NAVD 88
 GZ2292.geopotential number by the normal gravity value computed on the
 GZ2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2292.degrees latitude (g = 980.6199 gals.).
 GZ2292
 GZ2292.The modeled gravity was interpolated from observed gravity values.
 GZ2292
 GZ2292;                    North         East    Units  Estimated Accuracy
 GZ2292;SPC KY1Z     - 1,143,460.    1,486,250.      MT  (+/- 180 meters Scaled)
 GZ2292
 GZ2292                          SUPERSEDED SURVEY CONTROL
 GZ2292
 GZ2292  NGVD 29 (??/??/92)  205.647  (m)          674.69   (f) ADJ UNCH    1 2
 GZ2292
 GZ2292.Superseded values are not recommended for survey control.
 GZ2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2292.See file dsdata.txt to determine how the superseded data were derived.
 GZ2292
 GZ2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG965648(NAD 83)
 GZ2292_MARKER: DB = BENCH MARK DISK
 GZ2292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2292_SP_SET: BRIDGE
 GZ2292_STAMPING: A 260 1951
 GZ2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2292
 GZ2292  HISTORY     - Date     Condition        Report By
 GZ2292  HISTORY     - 1951     MONUMENTED       CGS
 GZ2292  HISTORY     - 1982     GOOD             KYDT
 GZ2292
 GZ2292                          STATION DESCRIPTION
 GZ2292
 GZ2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2292'1.7 MI N FROM GLENDALE.
 GZ2292'1.7 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GZ2292'THE CROSSING OF STATE HIGHWAY 222 AT GLENDALE, ABOUT 95 YARDS
 GZ2292'SOUTH OF MILE POST 48, IN THE TOP OF THE SOUTH END OF THE EAST
 GZ2292'HEAD WALL OF A BRIDGE OVER EAST RUDES CREEK, 40 FEET EAST OF EAST
 GZ2292'RAIL, 2 1/2 FEET NORTH OF SOUTH END OF HEAD WALL, 2 FEET WEST
 GZ2292'OF EAST EDGE OF HEAD WALL AND ABOUT 12 FEET BELOW THE TRACK.
 GZ2292
 GZ2292                          STATION RECOVERY (1982)
 GZ2292
 GZ2292'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2296 ***********************************************************************
 GZ2296  DESIGNATION -  A 261
 GZ2296  PID         -  GZ2296
 GZ2296  STATE/COUNTY-  KY/HARDIN
 GZ2296  USGS QUAD   -  CECILIA (1992)
 GZ2296
 GZ2296                         *CURRENT SURVEY CONTROL
 GZ2296  ___________________________________________________________________
 GZ2296* NAD 83(1986)-  37 40 06.     (N)    085 53 29.     (W)     SCALED    
 GZ2296* NAVD 88     -       207.269  (meters)     680.01   (feet)  ADJUSTED  
 GZ2296  ___________________________________________________________________
 GZ2296  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 GZ2296  DYNAMIC HT  -         207.112 (meters)     679.50  (feet)  COMP
 GZ2296  MODELED GRAV-     979,868.8   (mgal)                       NAVD 88
 GZ2296
 GZ2296  VERT ORDER  -  FIRST     CLASS II
 GZ2296
 GZ2296.The horizontal coordinates were scaled from a topographic map and have
 GZ2296.an estimated accuracy of +/- 6 seconds.
 GZ2296
 GZ2296.The orthometric height was determined by differential leveling
 GZ2296.and adjusted by the National Geodetic Survey in June 1991..
 GZ2296
 GZ2296.The geoid height was determined by GEOID03.
 GZ2296
 GZ2296.The dynamic height is computed by dividing the NAVD 88
 GZ2296.geopotential number by the normal gravity value computed on the
 GZ2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2296.degrees latitude (g = 980.6199 gals.).
 GZ2296
 GZ2296.The modeled gravity was interpolated from observed gravity values.
 GZ2296
 GZ2296;                    North         East    Units  Estimated Accuracy
 GZ2296;SPC KY1Z     - 1,148,170.    1,487,530.      MT  (+/- 180 meters Scaled)
 GZ2296
 GZ2296                          SUPERSEDED SURVEY CONTROL
 GZ2296
 GZ2296  NGVD 29 (??/??/92)  207.386  (m)          680.40   (f) ADJ UNCH    1 2
 GZ2296
 GZ2296.Superseded values are not recommended for survey control.
 GZ2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2296.See file dsdata.txt to determine how the superseded data were derived.
 GZ2296
 GZ2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG977695(NAD 83)
 GZ2296_MARKER: DB = BENCH MARK DISK
 GZ2296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ2296_SP_SET: CULVERT HEADWALL
 GZ2296_STAMPING: A 261 1951
 GZ2296_MARK LOGO: CGS   
 GZ2296_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2296+STABILITY: SURFACE MOTION
 GZ2296
 GZ2296  HISTORY     - Date     Condition        Report By
 GZ2296  HISTORY     - 1951     MONUMENTED       CGS
 GZ2296  HISTORY     - 1982     GOOD             KYDT
 GZ2296  HISTORY     - 19940420 GOOD             KYDT
 GZ2296
 GZ2296                          STATION DESCRIPTION
 GZ2296
 GZ2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2296'2.6 MI SW FROM ELIZABETHTOWN.
 GZ2296'1.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE
 GZ2296'AT ELIZABETHTOWN, THENCE ABOUT 1.2 MILES SOUTHWEST ALONG THE
 GZ2296'LOUISVILLE AND NASHVILLE RAILROAD, ABOUT 6 RAILS NORTHEAST OF
 GZ2296'MILE POST 45, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GZ2296'HEAD WALL OF A 5-FOOT CONCRETE BOX CULVERT, 24 FEET SOUTHEAST OF
 GZ2296'SOUTHEAST RAIL, 1 FOOT NORTHEAST OF SOUTHWEST END OF HEAD WALL AND
 GZ2296'ABOUT 8 FEET BELOW THE TRACK.
 GZ2296
 GZ2296                          STATION RECOVERY (1982)
 GZ2296
 GZ2296'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2296'RECOVERED IN GOOD CONDITION.
 GZ2296
 GZ2296                          STATION RECOVERY (1994)
 GZ2296
 GZ2296'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RH)
 GZ2296'ABOUT 1.5 MILE (2.4 KM) SOUTHWEST ALONG US 62 FROM THE POST OFFICE IN
 GZ2296'ELIZABETHTOWN TO GAITHERS STATION ROAD TO THE SOUTH, THENCE ABOUT 0.9
 GZ2296'MILE (1.4 KM) SOUTH ALONG GAITHERS STATION ROAD TO RAILROAD AND MARK
 GZ2296'ON THE LEFT, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL
 GZ2296'OF A 5 FOOT (1.5 M) CONCRETE BOX CULVERT, 24 FEET (7.3 M) SOUTHEAST OF
 GZ2296'SOUTHEAST RAIL, 1 FOOT (0.3 M) NORTHEAST OF SOUTHWEST END OF HEADWALL
 GZ2296'AND ABOUT 10 FEET (3.0 M) BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2019 ***********************************************************************
 GZ2019  DESIGNATION -  A 262
 GZ2019  PID         -  GZ2019
 GZ2019  STATE/COUNTY-  KY/HART
 GZ2019  USGS QUAD   -  CENTER (1985)
 GZ2019
 GZ2019                         *CURRENT SURVEY CONTROL
 GZ2019  ___________________________________________________________________
 GZ2019* NAD 83(1986)-  37 13 01.     (N)    085 43 49.     (W)     SCALED    
 GZ2019* NAVD 88     -       219.833  (meters)     721.24   (feet)  ADJUSTED  
 GZ2019  ___________________________________________________________________
 GZ2019  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GZ2019  DYNAMIC HT  -         219.663 (meters)     720.68  (feet)  COMP
 GZ2019  MODELED GRAV-     979,851.8   (mgal)                       NAVD 88
 GZ2019
 GZ2019  VERT ORDER  -  SECOND    CLASS 0
 GZ2019
 GZ2019.The horizontal coordinates were scaled from a topographic map and have
 GZ2019.an estimated accuracy of +/- 6 seconds.
 GZ2019
 GZ2019.The orthometric height was determined by differential leveling
 GZ2019.and adjusted by the National Geodetic Survey in June 1991..
 GZ2019
 GZ2019.The geoid height was determined by GEOID03.
 GZ2019
 GZ2019.The dynamic height is computed by dividing the NAVD 88
 GZ2019.geopotential number by the normal gravity value computed on the
 GZ2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2019.degrees latitude (g = 980.6199 gals.).
 GZ2019
 GZ2019.The modeled gravity was interpolated from observed gravity values.
 GZ2019
 GZ2019;                    North         East    Units  Estimated Accuracy
 GZ2019;SPC KY1Z     - 1,098,070.    1,501,750.      MT  (+/- 180 meters Scaled)
 GZ2019
 GZ2019                          SUPERSEDED SURVEY CONTROL
 GZ2019
 GZ2019  NGVD 29 (??/??/92)  219.967  (m)          721.68   (f) ADJ UNCH    2 0
 GZ2019
 GZ2019.Superseded values are not recommended for survey control.
 GZ2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2019.See file dsdata.txt to determine how the superseded data were derived.
 GZ2019
 GZ2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG126196(NAD 83)
 GZ2019_MARKER: DB = BENCH MARK DISK
 GZ2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2019_STAMPING: A 262 1951
 GZ2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2019+STABILITY: SURFACE MOTION
 GZ2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2019+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 GZ2019
 GZ2019  HISTORY     - Date     Condition        Report By
 GZ2019  HISTORY     - 1951     MONUMENTED       CGS
 GZ2019  HISTORY     - 20010426 GOOD             KYDT
 GZ2019
 GZ2019                          STATION DESCRIPTION
 GZ2019
 GZ2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2019'2.1 MI SW FROM MONROE.
 GZ2019'ABOUT 2.1 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE CROSSROADS
 GZ2019'AT MONROE, IN THE EAST QUARTER OF THE CROSSROADS AT PASCAL,
 GZ2019'23 FEET SOUTHEAST OF CENTER LINE OF ROAD NORTHEAST, 28 FEET EAST
 GZ2019'OF CENTER OF INTERSECTION, 74 FEET NORTHEAST AND ACROSS ROAD
 GZ2019'SOUTHEAST FROM A WELL WITH PUMP, 17 FEET NORTH OF THE WEST CORNER
 GZ2019'OF AN OLD STORE BUILDING WITH TIN SIDING, 5 FEET NORTHEAST OF A
 GZ2019'TELEPHONE POLE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 GZ2019'ABOUT 2 FEET ABOVE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ2019'PROJECTING 3 INCHES.
 GZ2019
 GZ2019                          STATION RECOVERY (2001)
 GZ2019
 GZ2019'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2019'AT NORTHEAST CORNER OF LARGE HAY FIELD, 5 FEET NORTHEAST OF A STOP
 GZ2019'SIGN POST, 1 FOOT ABOVE ROAD AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2032 ***********************************************************************
 GB2032  DESIGNATION -  A 263
 GB2032  PID         -  GB2032
 GB2032  STATE/COUNTY-  KY/METCALFE
 GB2032  USGS QUAD   -  SUMMER SHADE (1974)
 GB2032
 GB2032                         *CURRENT SURVEY CONTROL
 GB2032  ___________________________________________________________________
 GB2032* NAD 83(1986)-  36 58 00.     (N)    085 43 44.     (W)     SCALED    
 GB2032* NAVD 88     -       291.902  (meters)     957.68   (feet)  ADJUSTED  
 GB2032  ___________________________________________________________________
 GB2032  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GB2032  DYNAMIC HT  -         291.664 (meters)     956.90  (feet)  COMP
 GB2032  MODELED GRAV-     979,808.3   (mgal)                       NAVD 88
 GB2032
 GB2032  VERT ORDER  -  SECOND    CLASS 0
 GB2032
 GB2032.The horizontal coordinates were scaled from a topographic map and have
 GB2032.an estimated accuracy of +/- 6 seconds.
 GB2032
 GB2032.The orthometric height was determined by differential leveling
 GB2032.and adjusted by the National Geodetic Survey in June 1991..
 GB2032
 GB2032.The geoid height was determined by GEOID03.
 GB2032
 GB2032.The dynamic height is computed by dividing the NAVD 88
 GB2032.geopotential number by the normal gravity value computed on the
 GB2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2032.degrees latitude (g = 980.6199 gals.).
 GB2032
 GB2032.The modeled gravity was interpolated from observed gravity values.
 GB2032
 GB2032;                    North         East    Units  Estimated Accuracy
 GB2032;SPC KY1Z     - 1,070,290.    1,501,880.      MT  (+/- 180 meters Scaled)
 GB2032
 GB2032                          SUPERSEDED SURVEY CONTROL
 GB2032
 GB2032  NGVD 29 (??/??/92)  292.044  (m)          958.15   (f) ADJ UNCH    2 0
 GB2032
 GB2032.Superseded values are not recommended for survey control.
 GB2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2032.See file dsdata.txt to determine how the superseded data were derived.
 GB2032
 GB2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF131919(NAD 83)
 GB2032_MARKER: DB = BENCH MARK DISK
 GB2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2032_STAMPING: A 263 1951 958.148
 GB2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2032+STABILITY: SURFACE MOTION
 GB2032
 GB2032  HISTORY     - Date     Condition        Report By
 GB2032  HISTORY     - 1951     MONUMENTED       CGS
 GB2032  HISTORY     - 1958     GOOD             NGS
 GB2032
 GB2032                          STATION DESCRIPTION
 GB2032
 GB2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2032'1.1 MI SW FROM RANDOLPH.
 GB2032'ABOUT 1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 640 FROM THE POST
 GB2032'OFFICE AT RANDOLPH, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 GB2032'EXTENDING SOUTH AND NORTHEAST, AT THE JUNCTION OF A GRAVEL ROAD
 GB2032'NORTH, 35 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 21 FEET EAST
 GB2032'OF CENTER LINE OF ROAD NORTH, 20 FEET NORTHEAST OF CENTER LINE
 GB2032'OF A ROAD CONNECTING HIGHWAY AND ROAD NORTH, 1 FOOT SOUTH OF A
 GB2032'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 GB2032'FEET ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB2032'PROJECTING 3 INCHES.
 GB2032
 GB2032                          STATION RECOVERY (1958)
 GB2032
 GB2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2874 ***********************************************************************
 GA2874  DESIGNATION -  A 264
 GA2874  PID         -  GA2874
 GA2874  STATE/COUNTY-  KY/KNOX
 GA2874  USGS QUAD   -  FOUNT (1974)
 GA2874
 GA2874                         *CURRENT SURVEY CONTROL
 GA2874  ___________________________________________________________________
 GA2874* NAD 83(1986)-  36 57 23.     (N)    083 46 39.     (W)     SCALED    
 GA2874* NAVD 88     -       413.328  (meters)    1356.06   (feet)  ADJUSTED  
 GA2874  ___________________________________________________________________
 GA2874  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA2874  DYNAMIC HT  -         412.993 (meters)    1354.96  (feet)  COMP
 GA2874  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 GA2874
 GA2874  VERT ORDER  -  SECOND    CLASS 0
 GA2874
 GA2874.The horizontal coordinates were scaled from a topographic map and have
 GA2874.an estimated accuracy of +/- 6 seconds.
 GA2874
 GA2874.The orthometric height was determined by differential leveling
 GA2874.and adjusted by the National Geodetic Survey in June 1991..
 GA2874
 GA2874.The geoid height was determined by GEOID03.
 GA2874
 GA2874.The dynamic height is computed by dividing the NAVD 88
 GA2874.geopotential number by the normal gravity value computed on the
 GA2874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2874.degrees latitude (g = 980.6199 gals.).
 GA2874
 GA2874.The modeled gravity was interpolated from observed gravity values.
 GA2874
 GA2874;                    North         East    Units  Estimated Accuracy
 GA2874;SPC KY1Z     - 1,071,010.    1,675,670.      MT  (+/- 180 meters Scaled)
 GA2874
 GA2874                          SUPERSEDED SURVEY CONTROL
 GA2874
 GA2874  NGVD 29 (??/??/92)  413.486  (m)         1356.58   (f) ADJ UNCH    2 0
 GA2874
 GA2874.Superseded values are not recommended for survey control.
 GA2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2874.See file dsdata.txt to determine how the superseded data were derived.
 GA2874
 GA2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA527936(NAD 83)
 GA2874_MARKER: DB = BENCH MARK DISK
 GA2874_SETTING: 66 = SET IN ROCK OUTCROP
 GA2874_SP_SET: OUTCROP
 GA2874_STAMPING: A 264 1951 1356.579
 GA2874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2874+STABILITY: POSITION/ELEVATION WELL
 GA2874
 GA2874  HISTORY     - Date     Condition        Report By
 GA2874  HISTORY     - 1951     MONUMENTED       CGS
 GA2874  HISTORY     - 1957     POOR             NGS
 GA2874
 GA2874                          STATION DESCRIPTION
 GA2874
 GA2874'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2874'5 MI E FROM GIRDLER.
 GA2874'1.15 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD FROM POST
 GA2874'OFFICE AND JUNCTION OF STATE HIGHWAY 11 AT GIRDLER, THENCE ABOUT
 GA2874'3.5 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD, THENCE ABOUT 0.3
 GA2874'MILE NORTHEAST ALONG A MOUNTAIN TRAIL, ABOUT 15 YARDS SOUTHWEST OF
 GA2874'THE TOP OF MOUNTAIN, AT THE JUNCTION OF FIVE MOUNTAIN TRAILS, IN
 GA2874'THE TOP OF A ROCK OUTCROP THAT EXTENDS ACROSS THE TRAIL LEADING
 GA2874'SOUTHWEST, 2 FEET SOUTHEAST OF CENTER LINE OF TRAIL LEADING
 GA2874'SOUTHWEST, 24 FEET SOUTHWEST OF CENTER OF JUNCTION OF TRAILS LEADING
 GA2874'SOUTHWEST AND SOUTHEAST, 48 FEET SOUTHWEST OF A 30-INCH OAK TREE
 GA2874'WHICH IS ON TOP OF MOUNTAIN, 27 FEET SOUTHEAST OF A LEANING
 GA2874'20-INCH CHINQUAPIN TREE, ABOUT 15 FEET LOWER THAN THE TOP OF
 GA2874'MOUNTAIN.  NOTE-- MARK MAY BE REACHED FROM DEWITT BY GOING ABOUT
 GA2874'5.0 MILES NORTH ALONG A GRAVEL ROAD FROM INTERSECTION OF STATE
 GA2874'HIGHWAY 223 AND HIGHWAY BRIDGE OVER TRACE FORK, THENCE ABOUT 2.6
 GA2874'MILES WEST ALONG A DIRT ROAD AND MOUNTAIN TRAIL TO THE TOP OF
 GA2874'MOUNTAIN.
 GA2874
 GA2874                          STATION RECOVERY (1957)
 GA2874
 GA2874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2874'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2795 ***********************************************************************
 GA2795  DESIGNATION -  A 265
 GA2795  PID         -  GA2795
 GA2795  STATE/COUNTY-  KY/BELL
 GA2795  USGS QUAD   -  PINEVILLE (1974)
 GA2795
 GA2795                         *CURRENT SURVEY CONTROL
 GA2795  ___________________________________________________________________
 GA2795* NAD 83(1986)-  36 49 51.     (N)    083 37 46.     (W)     SCALED    
 GA2795* NAVD 88     -       325.113  (meters)    1066.64   (feet)  ADJUSTED  
 GA2795  ___________________________________________________________________
 GA2795  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GA2795  DYNAMIC HT  -         324.837 (meters)    1065.74  (feet)  COMP
 GA2795  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 GA2795
 GA2795  VERT ORDER  -  SECOND    CLASS 0
 GA2795
 GA2795.The horizontal coordinates were scaled from a topographic map and have
 GA2795.an estimated accuracy of +/- 6 seconds.
 GA2795
 GA2795.The orthometric height was determined by differential leveling
 GA2795.and adjusted by the National Geodetic Survey in June 1991..
 GA2795
 GA2795.The geoid height was determined by GEOID03.
 GA2795
 GA2795.The dynamic height is computed by dividing the NAVD 88
 GA2795.geopotential number by the normal gravity value computed on the
 GA2795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2795.degrees latitude (g = 980.6199 gals.).
 GA2795
 GA2795.The modeled gravity was interpolated from observed gravity values.
 GA2795
 GA2795;                    North         East    Units  Estimated Accuracy
 GA2795;SPC KY1Z     - 1,057,370.    1,689,170.      MT  (+/- 180 meters Scaled)
 GA2795
 GA2795                          SUPERSEDED SURVEY CONTROL
 GA2795
 GA2795  NGVD 29 (??/??/92)  325.261  (m)         1067.13   (f) ADJ UNCH    2 0
 GA2795
 GA2795.Superseded values are not recommended for survey control.
 GA2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2795.See file dsdata.txt to determine how the superseded data were derived.
 GA2795
 GA2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA655793(NAD 83)
 GA2795_MARKER: DB = BENCH MARK DISK
 GA2795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2795_SP_SET: ABUTMENT
 GA2795_STAMPING: A 265 1951 1067.127
 GA2795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2795
 GA2795  HISTORY     - Date     Condition        Report By
 GA2795  HISTORY     - 1951     MONUMENTED       CGS
 GA2795  HISTORY     - 1957     GOOD             NGS
 GA2795
 GA2795                          STATION DESCRIPTION
 GA2795
 GA2795'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2795'2.2 MI N FROM ARJAY.
 GA2795'2.2 MILES NORTH ALONG STATE HIGHWAY 66 FROM THE SCHOOL AT ARJAY,
 GA2795'IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF A 100-FOOT
 GA2795'CONCRETE BRIDGE OVER SIMMONS CREEK, 13 FEET EAST OF CENTER LINE
 GA2795'OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 GA2795
 GA2795                          STATION RECOVERY (1957)
 GA2795
 GA2795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2121 ***********************************************************************
 GB2121  DESIGNATION -  A 266
 GB2121  PID         -  GB2121
 GB2121  STATE/COUNTY-  KY/MONROE
 GB2121  USGS QUAD   -  SULPHUR LICK (1982)
 GB2121
 GB2121                         *CURRENT SURVEY CONTROL
 GB2121  ___________________________________________________________________
 GB2121* NAD 83(1986)-  36 45 23.     (N)    085 41 19.     (W)     SCALED    
 GB2121* NAVD 88     -       293.074  (meters)     961.53   (feet)  ADJUSTED  
 GB2121  ___________________________________________________________________
 GB2121  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB2121  DYNAMIC HT  -         292.828 (meters)     960.72  (feet)  COMP
 GB2121  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 GB2121
 GB2121  VERT ORDER  -  SECOND    CLASS 0
 GB2121
 GB2121.The horizontal coordinates were scaled from a topographic map and have
 GB2121.an estimated accuracy of +/- 6 seconds.
 GB2121
 GB2121.The orthometric height was determined by differential leveling
 GB2121.and adjusted by the National Geodetic Survey in June 1991..
 GB2121
 GB2121.The geoid height was determined by GEOID03.
 GB2121
 GB2121.The dynamic height is computed by dividing the NAVD 88
 GB2121.geopotential number by the normal gravity value computed on the
 GB2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2121.degrees latitude (g = 980.6199 gals.).
 GB2121
 GB2121.The modeled gravity was interpolated from observed gravity values.
 GB2121
 GB2121;                    North         East    Units  Estimated Accuracy
 GB2121;SPC KY1Z     - 1,046,960.    1,505,480.      MT  (+/- 180 meters Scaled)
 GB2121
 GB2121                          SUPERSEDED SURVEY CONTROL
 GB2121
 GB2121  NGVD 29 (??/??/92)  293.201  (m)          961.94   (f) ADJ UNCH    2 0
 GB2121
 GB2121.Superseded values are not recommended for survey control.
 GB2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2121.See file dsdata.txt to determine how the superseded data were derived.
 GB2121
 GB2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF170686(NAD 83)
 GB2121_MARKER: DB = BENCH MARK DISK
 GB2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2121_STAMPING: A 266 1951
 GB2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2121+STABILITY: SURFACE MOTION
 GB2121
 GB2121  HISTORY     - Date     Condition        Report By
 GB2121  HISTORY     - 1951     MONUMENTED       CGS
 GB2121
 GB2121                          STATION DESCRIPTION
 GB2121
 GB2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2121'4.2 MI N FROM TOMPKINSVILLE.
 GB2121'ABOUT 4.15 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE COURT
 GB2121'HOUSE AT TOMPKINSVILLE, NEAR THE TOP OF A GRADE, ABOUT 0.8 MILE
 GB2121'NORTH OF BRIDGE OVER EAST FORK OF BARREN RIVER, 22 1/2 FEET EAST
 GB2121'OF CENTER LINE OF HIGHWAY, 3 FEET WEST OF A FENCE CORNER, 12
 GB2121'FEET WEST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A WHITE WOODEN
 GB2121'WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 GB2121'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2145 ***********************************************************************
 GB2145  DESIGNATION -  A 267
 GB2145  PID         -  GB2145
 GB2145  STATE/COUNTY-  KY/MONROE
 GB2145  USGS QUAD   -  VERNON (1981)
 GB2145
 GB2145                         *CURRENT SURVEY CONTROL
 GB2145  ___________________________________________________________________
 GB2145* NAD 83(1986)-  36 42 46.     (N)    085 31 48.     (W)     SCALED    
 GB2145* NAVD 88     -       173.676  (meters)     569.80   (feet)  ADJUSTED  
 GB2145  ___________________________________________________________________
 GB2145  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GB2145  DYNAMIC HT  -         173.535 (meters)     569.34  (feet)  COMP
 GB2145  MODELED GRAV-     979,812.7   (mgal)                       NAVD 88
 GB2145
 GB2145  VERT ORDER  -  SECOND    CLASS 0
 GB2145
 GB2145.The horizontal coordinates were scaled from a topographic map and have
 GB2145.an estimated accuracy of +/- 6 seconds.
 GB2145
 GB2145.The orthometric height was determined by differential leveling
 GB2145.and adjusted by the National Geodetic Survey in June 1991..
 GB2145
 GB2145.The geoid height was determined by GEOID03.
 GB2145
 GB2145.The dynamic height is computed by dividing the NAVD 88
 GB2145.geopotential number by the normal gravity value computed on the
 GB2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2145.degrees latitude (g = 980.6199 gals.).
 GB2145
 GB2145.The modeled gravity was interpolated from observed gravity values.
 GB2145
 GB2145;                    North         East    Units  Estimated Accuracy
 GB2145;SPC KY1Z     - 1,042,140.    1,519,660.      MT  (+/- 180 meters Scaled)
 GB2145
 GB2145                          SUPERSEDED SURVEY CONTROL
 GB2145
 GB2145  NGVD 29 (??/??/92)  173.808  (m)          570.24   (f) ADJ UNCH    2 0
 GB2145
 GB2145.Superseded values are not recommended for survey control.
 GB2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2145.See file dsdata.txt to determine how the superseded data were derived.
 GB2145
 GB2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF312640(NAD 83)
 GB2145_MARKER: DB = BENCH MARK DISK
 GB2145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB2145_SP_SET: CULVERT
 GB2145_STAMPING: A 267 1951
 GB2145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2145
 GB2145  HISTORY     - Date     Condition        Report By
 GB2145  HISTORY     - 1951     MONUMENTED       CGS
 GB2145
 GB2145                          STATION DESCRIPTION
 GB2145
 GB2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2145'1.7 MI SE FROM MESHACK.
 GB2145'ABOUT 1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 212 FROM THE
 GB2145'JUNCTION OF STATE HIGHWAY 100 AT MESHACK, ABOUT 0.95 MILE
 GB2145'NORTHWEST OF THE SCHOOL AT CENTER POINT, AT CEDAR GROVE CHURCH OF
 GB2145'CHRIST, 14 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 69 FEET
 GB2145'SOUTHEAST OF CENTER LINE OF DRIVE NORTHEAST AND UPHILL TO CHURCH,
 GB2145'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A
 GB2145'3-FOOT CONCRETE BOX CULVERT AND ABOUT 1 1/2 FEET BELOW THE
 GB2145'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2094 ***********************************************************************
 GB2094  DESIGNATION -  A 268
 GB2094  PID         -  GB2094
 GB2094  STATE/COUNTY-  KY/BARREN
 GB2094  USGS QUAD   -  FREEDOM (1982)
 GB2094
 GB2094                         *CURRENT SURVEY CONTROL
 GB2094  ___________________________________________________________________
 GB2094* NAD 83(1986)-  36 51 48.     (N)    085 48 53.     (W)     SCALED    
 GB2094* NAVD 88     -       234.926  (meters)     770.75   (feet)  ADJUSTED  
 GB2094  ___________________________________________________________________
 GB2094  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GB2094  DYNAMIC HT  -         234.734 (meters)     770.12  (feet)  COMP
 GB2094  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 GB2094
 GB2094  VERT ORDER  -  SECOND    CLASS 0
 GB2094
 GB2094.The horizontal coordinates were scaled from a topographic map and have
 GB2094.an estimated accuracy of +/- 6 seconds.
 GB2094
 GB2094.The orthometric height was determined by differential leveling
 GB2094.and adjusted by the National Geodetic Survey in June 1991..
 GB2094
 GB2094.The geoid height was determined by GEOID03.
 GB2094
 GB2094.The dynamic height is computed by dividing the NAVD 88
 GB2094.geopotential number by the normal gravity value computed on the
 GB2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2094.degrees latitude (g = 980.6199 gals.).
 GB2094
 GB2094.The modeled gravity was interpolated from observed gravity values.
 GB2094
 GB2094;                    North         East    Units  Estimated Accuracy
 GB2094;SPC KY1Z     - 1,058,830.    1,494,230.      MT  (+/- 180 meters Scaled)
 GB2094
 GB2094                          SUPERSEDED SURVEY CONTROL
 GB2094
 GB2094  NGVD 29 (??/??/92)  235.064  (m)          771.21   (f) ADJ UNCH    2 0
 GB2094
 GB2094.Superseded values are not recommended for survey control.
 GB2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2094.See file dsdata.txt to determine how the superseded data were derived.
 GB2094
 GB2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF056803(NAD 83)
 GB2094_MARKER: DB = BENCH MARK DISK
 GB2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2094_STAMPING: A 268 1951
 GB2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2094+STABILITY: SURFACE MOTION
 GB2094
 GB2094  HISTORY     - Date     Condition        Report By
 GB2094  HISTORY     - 1951     MONUMENTED       CGS
 GB2094
 GB2094                          STATION DESCRIPTION
 GB2094
 GB2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2094'2.5 MI NE FROM FREEDOM.
 GB2094'ABOUT 0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 63 FROM POPLAR
 GB2094'LOG CHURCH AND CEMETERY AT FREEDOM, THENCE ABOUT 2.1 MILES NORTH
 GB2094'AND NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.35 MILE NORTHEAST OF
 GB2094'A FORD ACROSS SKAGGS CREEK, ABOUT 70 YARDS WEST OF THE JUNCTION
 GB2094'OF A ROAD NORTH, 15 FEET SOUTH OF CENTER LINE OF ROAD, 41 FEET
 GB2094'SOUTH AND ACROSS ROAD FROM THE SOUTHWEST CORNER OF A LARGE
 GB2094'RED BARN AND IN LINE WITH WEST FACE OF BARN, 1 FOOT NORTH OF A
 GB2094'WIRE FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GB2094'1 FOOT ABOVE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB2094'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1040 ***********************************************************************
 GB1040  DESIGNATION -  A 269
 GB1040  PID         -  GB1040
 GB1040  STATE/COUNTY-  KY/MCCREARY
 GB1040  USGS QUAD   -  BARTHELL (1982)
 GB1040
 GB1040                         *CURRENT SURVEY CONTROL
 GB1040  ___________________________________________________________________
 GB1040* NAD 83(1986)-  36 43 30.     (N)    084 32 35.     (W)     SCALED    
 GB1040* NAVD 88     -       240.932  (meters)     790.46   (feet)  ADJUSTED  
 GB1040  ___________________________________________________________________
 GB1040  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GB1040  DYNAMIC HT  -         240.737 (meters)     789.82  (feet)  COMP
 GB1040  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GB1040
 GB1040  VERT ORDER  -  SECOND    CLASS 0
 GB1040
 GB1040.The horizontal coordinates were scaled from a topographic map and have
 GB1040.an estimated accuracy of +/- 6 seconds.
 GB1040
 GB1040.The orthometric height was determined by differential leveling
 GB1040.and adjusted by the National Geodetic Survey in June 1991..
 GB1040
 GB1040.The geoid height was determined by GEOID03.
 GB1040
 GB1040.The dynamic height is computed by dividing the NAVD 88
 GB1040.geopotential number by the normal gravity value computed on the
 GB1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1040.degrees latitude (g = 980.6199 gals.).
 GB1040
 GB1040.The modeled gravity was interpolated from observed gravity values.
 GB1040
 GB1040;                    North         East    Units  Estimated Accuracy
 GB1040;SPC KY1Z     - 1,044,170.    1,607,830.      MT  (+/- 180 meters Scaled)
 GB1040
 GB1040                          SUPERSEDED SURVEY CONTROL
 GB1040
 GB1040  NGVD 29 (??/??/92)  241.072  (m)          790.92   (f) ADJ UNCH    2 0
 GB1040
 GB1040.Superseded values are not recommended for survey control.
 GB1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1040.See file dsdata.txt to determine how the superseded data were derived.
 GB1040
 GB1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF194671(NAD 83)
 GB1040_MARKER: DB = BENCH MARK DISK
 GB1040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1040_SP_SET: ABUTMENT
 GB1040_STAMPING: A 269 1951 790.917
 GB1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1040
 GB1040  HISTORY     - Date     Condition        Report By
 GB1040  HISTORY     - 1951     MONUMENTED       CGS
 GB1040  HISTORY     - 1957     GOOD             NGS
 GB1040
 GB1040                          STATION DESCRIPTION
 GB1040
 GB1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1040'1.1 MI W FROM HILL TOP.
 GB1040'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 GB1040'AT HILL TOP, IN THE TOP OF THE NORTHEAST END OF SOUTHEAST
 GB1040'ABUTMENT OF CURVED CONCRETE BRIDGE OVER SOUTH FORK OF CUMBERLAND
 GB1040'RIVER, 15 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, IN LINE WITH
 GB1040'NORTHEAST CONCRETE BANISTER AND 0.8 FOOT SOUTHEAST OF
 GB1040'SOUTHEAST END OF BANISTER.  NOTE-- MARK IS REACHED FROM
 GB1040'YAMACRAW BY GOING ABOUT 0.7 MILE NORTH ALONG A GRAVEL ROAD TO
 GB1040'JUNCTION OF STATE HIGHWAY 92, THENCE ABOUT 0.1 MILE SOUTHEAST
 GB1040'ALONG STATE HIGHWAY 92.
 GB1040
 GB1040                          STATION RECOVERY (1957)
 GB1040
 GB1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1512 ***********************************************************************
 GA1512  DESIGNATION -  A 27
 GA1512  PID         -  GA1512
 GA1512  STATE/COUNTY-  KY/HARLAN
 GA1512  USGS QUAD   -  HARLAN (1978)
 GA1512
 GA1512                         *CURRENT SURVEY CONTROL
 GA1512  ___________________________________________________________________
 GA1512* NAD 83(1986)-  36 51 26.     (N)    083 19 27.     (W)     SCALED    
 GA1512* NAVD 88     -       357.869  (meters)    1174.11   (feet)  ADJUSTED  
 GA1512  ___________________________________________________________________
 GA1512  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1512  DYNAMIC HT  -         357.560 (meters)    1173.09  (feet)  COMP
 GA1512  MODELED GRAV-     979,758.4   (mgal)                       NAVD 88
 GA1512
 GA1512  VERT ORDER  -  SECOND    CLASS 0
 GA1512
 GA1512.The horizontal coordinates were scaled from a topographic map and have
 GA1512.an estimated accuracy of +/- 6 seconds.
 GA1512
 GA1512.The orthometric height was determined by differential leveling
 GA1512.and adjusted by the National Geodetic Survey in June 1991..
 GA1512.WARNING-Repeat measurements at this control monument indicate possible
 GA1512.vertical movement.
 GA1512
 GA1512.The geoid height was determined by GEOID03.
 GA1512
 GA1512.The dynamic height is computed by dividing the NAVD 88
 GA1512.geopotential number by the normal gravity value computed on the
 GA1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1512.degrees latitude (g = 980.6199 gals.).
 GA1512
 GA1512.The modeled gravity was interpolated from observed gravity values.
 GA1512
 GA1512;                    North         East    Units  Estimated Accuracy
 GA1512;SPC KY1Z     - 1,060,960.    1,716,320.      MT  (+/- 180 meters Scaled)
 GA1512
 GA1512                          SUPERSEDED SURVEY CONTROL
 GA1512
 GA1512  NGVD 29 (??/??/92)  358.013  (m)         1174.58   (f) ADJ UNCH    2 0
 GA1512
 GA1512.Superseded values are not recommended for survey control.
 GA1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1512.See file dsdata.txt to determine how the superseded data were derived.
 GA1512
 GA1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA928815(NAD 83)
 GA1512_MARKER: DB = BENCH MARK DISK
 GA1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1512_STAMPING: A 27 1934 1174.581
 GA1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1512+STABILITY: SURFACE MOTION
 GA1512
 GA1512  HISTORY     - Date     Condition        Report By
 GA1512  HISTORY     - 1934     MONUMENTED       CGS
 GA1512  HISTORY     - 1952     GOOD             NGS
 GA1512  HISTORY     - 1956     GOOD             NGS
 GA1512  HISTORY     - 20010516 MARK NOT FOUND   KYDT
 GA1512
 GA1512                          STATION DESCRIPTION
 GA1512
 GA1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GA1512'AT BAXTER.
 GA1512'AT BAXTER, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, AT THE
 GA1512'CROSSING OF U.S. HIGHWAY 119, ON THE LAWN OF THE PARSONAGE AT THE
 GA1512'METHODIST CHURCH, 78 FEET NORTHEAST OF NORTHEAST RAIL OF NORTHEAST
 GA1512'TRACK, 50 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 45 1/2 FEET
 GA1512'SOUTHWEST OF SOUTH CORNER OF CHURCH, 22 1/2 FEET SOUTHEAST OF
 GA1512'SOUTH CORNER OF PARSONAGE, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY
 GA1512'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GA1512
 GA1512                          STATION RECOVERY (1956)
 GA1512
 GA1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1512'RECOVERED IN GOOD CONDITION.
 GA1512
 GA1512                          STATION RECOVERY (2001)
 GA1512
 GA1512'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1512'LOCATION IS DIRECTLY UNDER NEW BRIDGE FOR US 421, MOST LIKELY
 GA1512'DESTROYED DURING BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1116 ***********************************************************************
 GB1116  DESIGNATION -  A 270
 GB1116  PID         -  GB1116
 GB1116  STATE/COUNTY-  KY/MCCREARY
 GB1116  USGS QUAD   -  NEVELSVILLE (1983)
 GB1116
 GB1116                         *CURRENT SURVEY CONTROL
 GB1116  ___________________________________________________________________
 GB1116* NAD 83(1986)-  36 47 27.     (N)    084 36 47.     (W)     SCALED    
 GB1116* NAVD 88     -       260.906  (meters)     855.99   (feet)  ADJUSTED  
 GB1116  ___________________________________________________________________
 GB1116  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GB1116  DYNAMIC HT  -         260.700 (meters)     855.31  (feet)  COMP
 GB1116  MODELED GRAV-     979,830.9   (mgal)                       NAVD 88
 GB1116
 GB1116  VERT ORDER  -  SECOND    CLASS 0
 GB1116
 GB1116.The horizontal coordinates were scaled from a topographic map and have
 GB1116.an estimated accuracy of +/- 6 seconds.
 GB1116
 GB1116.The orthometric height was determined by differential leveling
 GB1116.and adjusted by the National Geodetic Survey in June 1991..
 GB1116
 GB1116.The geoid height was determined by GEOID03.
 GB1116
 GB1116.The dynamic height is computed by dividing the NAVD 88
 GB1116.geopotential number by the normal gravity value computed on the
 GB1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1116.degrees latitude (g = 980.6199 gals.).
 GB1116
 GB1116.The modeled gravity was interpolated from observed gravity values.
 GB1116
 GB1116;                    North         East    Units  Estimated Accuracy
 GB1116;SPC KY1Z     - 1,051,400.    1,601,480.      MT  (+/- 180 meters Scaled)
 GB1116
 GB1116                          SUPERSEDED SURVEY CONTROL
 GB1116
 GB1116  NGVD 29 (??/??/92)  261.052  (m)          856.47   (f) ADJ UNCH    2 0
 GB1116
 GB1116.Superseded values are not recommended for survey control.
 GB1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1116.See file dsdata.txt to determine how the superseded data were derived.
 GB1116
 GB1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF129743(NAD 83)
 GB1116_MARKER: DB = BENCH MARK DISK
 GB1116_SETTING: 66 = SET IN ROCK OUTCROP
 GB1116_SP_SET: ROCK LEDGE
 GB1116_STAMPING: A 270 1951 856.468
 GB1116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1116+STABILITY: POSITION/ELEVATION WELL
 GB1116
 GB1116  HISTORY     - Date     Condition        Report By
 GB1116  HISTORY     - 1951     MONUMENTED       CGS
 GB1116  HISTORY     - 1957     POOR             NGS
 GB1116
 GB1116                          STATION DESCRIPTION
 GB1116
 GB1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1116'1.6 MI E FROM RITNER.
 GB1116'ABOUT 0.55 MILE SOUTHEAST ALONG A ROUGH ROCKY ROAD WHICH FORDS
 GB1116'LITTLE SOUTH FORK RIVER FROM THE POST OFFICE AT RITNER, THENCE
 GB1116'ABOUT 1.0 MILE NORTHEAST AND EAST ALONG A ROUGH ROAD WHICH LEADS
 GB1116'TO MOUTH OF ALUM CREEK VIA FOSTER SCHOOL, ABOUT 1.2 MILES WEST
 GB1116'OF FOSTER SCHOOL, ABOUT 100 YARDS SOUTHEAST OF A DRIVE SOUTHWEST
 GB1116'TO A HOUSE, IN THE TOP AND ABOUT 10 YARDS NORTHWEST OF SOUTHEAST
 GB1116'END OF A 4-FOOT HIGH LIMESTONE LEDGE WHICH PARALLELS THE ROAD
 GB1116'AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 GB1116
 GB1116                          STATION RECOVERY (1957)
 GB1116
 GB1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1116'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1381 ***********************************************************************
 GB1381  DESIGNATION -  A 271
 GB1381  PID         -  GB1381
 GB1381  STATE/COUNTY-  KY/CLINTON
 GB1381  USGS QUAD   -  SAVAGE (1981)
 GB1381
 GB1381                         *CURRENT SURVEY CONTROL
 GB1381  ___________________________________________________________________
 GB1381* NAD 83(1986)-  36 38 34.     (N)    085 06 08.     (W)     SCALED    
 GB1381* NAVD 88     -       288.412  (meters)     946.23   (feet)  ADJUSTED  
 GB1381  ___________________________________________________________________
 GB1381  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB1381  DYNAMIC HT  -         288.160 (meters)     945.40  (feet)  COMP
 GB1381  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 GB1381
 GB1381  VERT ORDER  -  SECOND    CLASS 0
 GB1381
 GB1381.The horizontal coordinates were scaled from a topographic map and have
 GB1381.an estimated accuracy of +/- 6 seconds.
 GB1381
 GB1381.The orthometric height was determined by differential leveling
 GB1381.and adjusted by the National Geodetic Survey in June 1991..
 GB1381
 GB1381.The geoid height was determined by GEOID03.
 GB1381
 GB1381.The dynamic height is computed by dividing the NAVD 88
 GB1381.geopotential number by the normal gravity value computed on the
 GB1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1381.degrees latitude (g = 980.6199 gals.).
 GB1381
 GB1381.The modeled gravity was interpolated from observed gravity values.
 GB1381
 GB1381;                    North         East    Units  Estimated Accuracy
 GB1381;SPC KY1Z     - 1,034,550.    1,557,940.      MT  (+/- 180 meters Scaled)
 GB1381
 GB1381                          SUPERSEDED SURVEY CONTROL
 GB1381
 GB1381  NGVD 29 (??/??/92)  288.536  (m)          946.64   (f) ADJ UNCH    2 0
 GB1381
 GB1381.Superseded values are not recommended for survey control.
 GB1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1381.See file dsdata.txt to determine how the superseded data were derived.
 GB1381
 GB1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF696569(NAD 83)
 GB1381_MARKER: DB = BENCH MARK DISK
 GB1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1381_STAMPING: A 271 1951
 GB1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1381+STABILITY: SURFACE MOTION
 GB1381
 GB1381  HISTORY     - Date     Condition        Report By
 GB1381  HISTORY     - 1951     MONUMENTED       CGS
 GB1381
 GB1381                          STATION DESCRIPTION
 GB1381
 GB1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1381'1.7 MI N FROM STATIC.
 GB1381'IN KENTUCKY, ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 35 FROM
 GB1381'THE POST OFFICE AT STATIC, TENNESSEE, AT THE JUNCTION OF A GRAVEL
 GB1381'ROAD WEST, 28 FEET EAST OF CENTER LINE OF HIGHWAY, 40 FEET
 GB1381'NORTHEAST OF CENTER OF JUNCTION, 180 FEET EAST AND ACROSS HIGHWAY
 GB1381'FROM THE SOUTHEAST CORNER OF A TWO STORY WHITE FRAME HOUSE, 21
 GB1381'FEET NORTH OF CENTER OF A DRIVE EAST TO A BARN, 13 FEET NORTHEAST
 GB1381'OF NORTH END OF AN 18-INCH PIPE CULVERT UNDER DRIVE EAST TO
 GB1381'BARN, 4 FEET SOUTH OF A TELEPHONE POLE, 1 1/2 FEET WEST OF A
 GB1381'FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 GB1381'ABOUT 1 FOOT ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB1381'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1655 ***********************************************************************
 GA1655  DESIGNATION -  A 272
 GA1655  PID         -  GA1655
 GA1655  STATE/COUNTY-  KY/HARLAN
 GA1655  USGS QUAD   -  HELTON (1983)
 GA1655
 GA1655                         *CURRENT SURVEY CONTROL
 GA1655  ___________________________________________________________________
 GA1655* NAD 83(1986)-  36 53 20.     (N)    083 27 39.     (W)     SCALED    
 GA1655* NAVD 88     -       582.018  (meters)    1909.50   (feet)  ADJUSTED  
 GA1655  ___________________________________________________________________
 GA1655  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA1655  DYNAMIC HT  -         581.528 (meters)    1907.90  (feet)  COMP
 GA1655  MODELED GRAV-     979,769.3   (mgal)                       NAVD 88
 GA1655
 GA1655  VERT ORDER  -  SECOND    CLASS 0
 GA1655
 GA1655.The horizontal coordinates were scaled from a topographic map and have
 GA1655.an estimated accuracy of +/- 6 seconds.
 GA1655
 GA1655.The orthometric height was determined by differential leveling
 GA1655.and adjusted by the National Geodetic Survey in June 1991..
 GA1655
 GA1655.The geoid height was determined by GEOID03.
 GA1655
 GA1655.The dynamic height is computed by dividing the NAVD 88
 GA1655.geopotential number by the normal gravity value computed on the
 GA1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1655.degrees latitude (g = 980.6199 gals.).
 GA1655
 GA1655.The modeled gravity was interpolated from observed gravity values.
 GA1655
 GA1655;                    North         East    Units  Estimated Accuracy
 GA1655;SPC KY1Z     - 1,064,160.    1,704,050.      MT  (+/- 180 meters Scaled)
 GA1655
 GA1655                          SUPERSEDED SURVEY CONTROL
 GA1655
 GA1655  NGVD 29 (??/??/92)  582.172  (m)         1910.01   (f) ADJ UNCH    2 0
 GA1655
 GA1655.Superseded values are not recommended for survey control.
 GA1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1655.See file dsdata.txt to determine how the superseded data were derived.
 GA1655
 GA1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA807853(NAD 83)
 GA1655_MARKER: DB = BENCH MARK DISK
 GA1655_SETTING: 66 = SET IN ROCK OUTCROP
 GA1655_SP_SET: OUTCROP
 GA1655_STAMPING: A 272 1952 1910.009
 GA1655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1655+STABILITY: POSITION/ELEVATION WELL
 GA1655
 GA1655  HISTORY     - Date     Condition        Report By
 GA1655  HISTORY     - 1952     MONUMENTED       CGS
 GA1655  HISTORY     - 1957     GOOD             NGS
 GA1655
 GA1655                          STATION DESCRIPTION
 GA1655
 GA1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA1655'1 MI S FROM SAYLOR.
 GA1655'0.65 MILE SOUTH SOUTHEAST ALONG A MOUNTAIN ROAD FROM THE POST
 GA1655'OFFICE AT SAYLOR, AT A CROSSROAD GO SOUTHEAST DOWN HILL FOR 0.3
 GA1655'MILE, 0.2 MILE SOUTHEAST OF A FARM HOUSE, 0.25 MILE NORTH OF TOP
 GA1655'OF GRADE AND THE HARLAN - LESLIE COUNTY LINE, AT A SHARP TURN IN
 GA1655'ROAD WITH TANGENTS EXTENDING SOUTHWEST AND NORTHWEST AND AT THE
 GA1655'SOUTHWEST END OF TURN, NORTH NORTHWEST AND ACROSS ROAD FROM DOUBLE
 GA1655'BLACK WALNUT TREE THAT IS GROWING IN A RAIL FENCE, SOUTH SOUTHWEST
 GA1655'AND ACROSS ROAD AND RAVINE FROM A CORNER IN RAIL FENCE, 33.5
 GA1655'FEET NORTHWEST OF THE CENTER OF ROAD, 8 FEET WEST OF A 24-INCH
 GA1655'BUCHEYE TREE, SET IN THE TOP OF A LARGE SLOPING OUTCROP OF ROCK,
 GA1655'2 1/2 FEET EAST OF THE WEST EDGE OF ROCK, AND ABOUT 3 FEET ABOVE
 GA1655'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2704 ***********************************************************************
 GY2704  DESIGNATION -  A 273
 GY2704  PID         -  GY2704
 GY2704  STATE/COUNTY-  KY/CLAY
 GY2704  USGS QUAD   -  CREEKVILLE (1979)
 GY2704
 GY2704                         *CURRENT SURVEY CONTROL
 GY2704  ___________________________________________________________________
 GY2704* NAD 83(1986)-  37 00 39.     (N)    083 31 39.     (W)     SCALED    
 GY2704* NAVD 88     -       299.653  (meters)     983.11   (feet)  ADJUSTED  
 GY2704  ___________________________________________________________________
 GY2704  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GY2704  DYNAMIC HT  -         299.405 (meters)     982.30  (feet)  COMP
 GY2704  MODELED GRAV-     979,794.5   (mgal)                       NAVD 88
 GY2704
 GY2704  VERT ORDER  -  SECOND    CLASS 0
 GY2704
 GY2704.The horizontal coordinates were scaled from a topographic map and have
 GY2704.an estimated accuracy of +/- 6 seconds.
 GY2704
 GY2704.The orthometric height was determined by differential leveling
 GY2704.and adjusted by the National Geodetic Survey in June 1991..
 GY2704
 GY2704.The geoid height was determined by GEOID03.
 GY2704
 GY2704.The dynamic height is computed by dividing the NAVD 88
 GY2704.geopotential number by the normal gravity value computed on the
 GY2704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2704.degrees latitude (g = 980.6199 gals.).
 GY2704
 GY2704.The modeled gravity was interpolated from observed gravity values.
 GY2704
 GY2704;                    North         East    Units  Estimated Accuracy
 GY2704;SPC KY1Z     - 1,077,550.    1,697,790.      MT  (+/- 180 meters Scaled)
 GY2704
 GY2704                          SUPERSEDED SURVEY CONTROL
 GY2704
 GY2704  NGVD 29 (??/??/92)  299.809  (m)          983.62   (f) ADJ UNCH    2 0
 GY2704
 GY2704.Superseded values are not recommended for survey control.
 GY2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2704.See file dsdata.txt to determine how the superseded data were derived.
 GY2704
 GY2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA751990(NAD 83)
 GY2704_MARKER: DB = BENCH MARK DISK
 GY2704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2704_STAMPING: A 273 1952 983.623
 GY2704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2704+STABILITY: SURFACE MOTION
 GY2704
 GY2704  HISTORY     - Date     Condition        Report By
 GY2704  HISTORY     - 1952     MONUMENTED       CGS
 GY2704  HISTORY     - 1957     MARK NOT FOUND   NGS
 GY2704
 GY2704                          STATION DESCRIPTION
 GY2704
 GY2704'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2704'6.2 MI N FROM BEVERLY.
 GY2704'ABOUT 6.15 MILES NORTH ALONG A ROUGH ROAD FOLLOWING RED BIRD RIVER
 GY2704'FROM RED BIRD MISSION HOSPITAL AT BEVERLY, ABOUT 0.55 MILE NORTH
 GY2704'OF A CEMETERY, ABOUT 0.2 MILE SOUTHEAST OF A SCHOOL, ALONG THE
 GY2704'NORTHEAST SIDE OF AN OPEN FIELD, 15 FEET SOUTHWEST OF CENTER LINE
 GY2704'OF ROAD, 17 1/2 FEET NORTHWEST OF A 24-INCH WALNUT TREE, 1 FOOT
 GY2704'NORTHEAST OF A FENCE LINE, 3 FEET SOUTHEAST OF A WHITE WOODEN
 GY2704'WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET IN THE
 GY2704'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- NOTHING WAS
 GY2704'FOUND TO INDICATE A DISTURBANCE AT THIS SITE.
 GY2704
 GY2704                          STATION RECOVERY (1957)
 GY2704
 GY2704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1591 ***********************************************************************
 GA1591  DESIGNATION -  A 274
 GA1591  PID         -  GA1591
 GA1591  STATE/COUNTY-  KY/HARLAN
 GA1591  USGS QUAD   -  EWING (1978)
 GA1591
 GA1591                         *CURRENT SURVEY CONTROL
 GA1591  ___________________________________________________________________
 GA1591* NAD 83(1986)-  36 41 52.     (N)    083 26 49.     (W)     SCALED    
 GA1591* NAVD 88     -       488.549  (meters)    1602.85   (feet)  ADJUSTED  
 GA1591  ___________________________________________________________________
 GA1591  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GA1591  DYNAMIC HT  -         488.115 (meters)    1601.42  (feet)  COMP
 GA1591  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 GA1591
 GA1591  VERT ORDER  -  SECOND    CLASS 0
 GA1591
 GA1591.The horizontal coordinates were scaled from a topographic map and have
 GA1591.an estimated accuracy of +/- 6 seconds.
 GA1591
 GA1591.The orthometric height was determined by differential leveling
 GA1591.and adjusted by the National Geodetic Survey in June 1991..
 GA1591
 GA1591.The geoid height was determined by GEOID03.
 GA1591
 GA1591.The dynamic height is computed by dividing the NAVD 88
 GA1591.geopotential number by the normal gravity value computed on the
 GA1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1591.degrees latitude (g = 980.6199 gals.).
 GA1591
 GA1591.The modeled gravity was interpolated from observed gravity values.
 GA1591
 GA1591;                    North         East    Units  Estimated Accuracy
 GA1591;SPC KY1Z     - 1,042,990.    1,705,810.      MT  (+/- 180 meters Scaled)
 GA1591
 GA1591                          SUPERSEDED SURVEY CONTROL
 GA1591
 GA1591  NGVD 29 (??/??/92)  488.687  (m)         1603.30   (f) ADJ UNCH    2 0
 GA1591
 GA1591.Superseded values are not recommended for survey control.
 GA1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1591.See file dsdata.txt to determine how the superseded data were derived.
 GA1591
 GA1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA814641(NAD 83)
 GA1591_MARKER: DB = BENCH MARK DISK
 GA1591_SETTING: 66 = SET IN ROCK OUTCROP
 GA1591_SP_SET: OUTCROP
 GA1591_STAMPING: A 274 1952 1603.301
 GA1591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1591+STABILITY: POSITION/ELEVATION WELL
 GA1591
 GA1591  HISTORY     - Date     Condition        Report By
 GA1591  HISTORY     - 1952     MONUMENTED       CGS
 GA1591  HISTORY     - 1957     GOOD             NGS
 GA1591
 GA1591                          STATION DESCRIPTION
 GA1591
 GA1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA1591'12.8 MI SE FROM MIRACLE.
 GA1591'12.7 MILES SOUTHEAST ALONG A GRAVEL AND DIRT ROAD FROM THE
 GA1591'LOUISVILLE AND NASHVILLE RAILROAD AND BRIDGE OVER THE CUMBERLAND
 GA1591'RIVER AT MIRACLE, ABOUT 0.7 MILE EAST OF THE BELL-HARLAN COUNTY
 GA1591'LINE, THENCE NORTH 0.15 MILE ON GRAVEL ROAD TO ROAD FORK SOUTHEAST,
 GA1591'AT THE TOP OF THE SOUTHWEST CORNER OF AN OUTCROP OF ROCK IN
 GA1591'MOUNTAIN SIDE, 34 FEET EAST OF CENTER OF ROAD NORTH, 63 FEET
 GA1591'NORTHEAST OF THE CENTER OF JUNCTION, 25 FEET EAST OF THE SOUTHEAST
 GA1591'END OF A PIPE CULVERT, AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1468 ***********************************************************************
 GA1468  DESIGNATION -  A 275
 GA1468  PID         -  GA1468
 GA1468  STATE/COUNTY-  KY/HARLAN
 GA1468  USGS QUAD   -  HARLAN (1978)
 GA1468
 GA1468                         *CURRENT SURVEY CONTROL
 GA1468  ___________________________________________________________________
 GA1468* NAD 83(1986)-  36 52 06.     (N)    083 19 01.     (W)     SCALED    
 GA1468* NAVD 88     -       357.631  (meters)    1173.33   (feet)  ADJUSTED  
 GA1468  ___________________________________________________________________
 GA1468  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1468  DYNAMIC HT  -         357.322 (meters)    1172.31  (feet)  COMP
 GA1468  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 GA1468
 GA1468  VERT ORDER  -  SECOND    CLASS 0
 GA1468
 GA1468.The horizontal coordinates were scaled from a topographic map and have
 GA1468.an estimated accuracy of +/- 6 seconds.
 GA1468
 GA1468.The orthometric height was determined by differential leveling
 GA1468.and adjusted by the National Geodetic Survey in June 1991..
 GA1468
 GA1468.The geoid height was determined by GEOID03.
 GA1468
 GA1468.The dynamic height is computed by dividing the NAVD 88
 GA1468.geopotential number by the normal gravity value computed on the
 GA1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1468.degrees latitude (g = 980.6199 gals.).
 GA1468
 GA1468.The modeled gravity was interpolated from observed gravity values.
 GA1468
 GA1468;                    North         East    Units  Estimated Accuracy
 GA1468;SPC KY1Z     - 1,062,210.    1,716,930.      MT  (+/- 180 meters Scaled)
 GA1468
 GA1468                          SUPERSEDED SURVEY CONTROL
 GA1468
 GA1468  NGVD 29 (??/??/92)  357.774  (m)         1173.80   (f) ADJ UNCH    2 0
 GA1468
 GA1468.Superseded values are not recommended for survey control.
 GA1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1468.See file dsdata.txt to determine how the superseded data were derived.
 GA1468
 GA1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA934827(NAD 83)
 GA1468_MARKER: DB = BENCH MARK DISK
 GA1468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1468_SP_SET: CULVERT
 GA1468_STAMPING: A 275 1952 1173.797
 GA1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1468+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 GA1468
 GA1468  HISTORY     - Date     Condition        Report By
 GA1468  HISTORY     - 1952     MONUMENTED       CGS
 GA1468  HISTORY     - 1956     GOOD             NGS
 GA1468  HISTORY     - 20010514 GOOD             KYDT
 GA1468
 GA1468                          STATION DESCRIPTION
 GA1468
 GA1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1468'AT BAXTER.
 GA1468'AT BAXTER, ABOUT 1.1 MILES NORTHEAST ALONG THE LOUISVILLE AND
 GA1468'NASHVILLE RAILROAD FROM THE STATION, AT THE CROSSING OF U.S.
 GA1468'HIGHWAY 421, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 GA1468'HEAD WALL OF A 12-FOOT TWIN CULVERT UNDER TRACK, 13 FEET
 GA1468'SOUTHEAST OF SOUTHEAST RAIL, 66 FEET NORTHEAST OF CENTER LINE OF
 GA1468'HIGHWAY, 1 1/2 FEET SOUTHWEST OF NORTHEAST END OF HEAD WALL
 GA1468'AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
 GA1468
 GA1468                          STATION RECOVERY (1956)
 GA1468
 GA1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1468'RECOVERED IN GOOD CONDITION.
 GA1468
 GA1468                          STATION RECOVERY (2001)
 GA1468
 GA1468'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1468'MARK IS ABOUT 58 YARDS NORTHEAST OF CENTERLINE OF ROAD AND 3 FEET
 GA1468'BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2687 ***********************************************************************
 GY2687  DESIGNATION -  A 276
 GY2687  PID         -  GY2687
 GY2687  STATE/COUNTY-  KY/LESLIE
 GY2687  USGS QUAD   -  CREEKVILLE (1979)
 GY2687
 GY2687                         *CURRENT SURVEY CONTROL
 GY2687  ___________________________________________________________________
 GY2687* NAD 83(1986)-  37 00 51.     (N)    083 30 28.     (W)     SCALED    
 GY2687* NAVD 88     -       317.483  (meters)    1041.61   (feet)  ADJUSTED  
 GY2687  ___________________________________________________________________
 GY2687  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GY2687  DYNAMIC HT  -         317.220 (meters)    1040.75  (feet)  COMP
 GY2687  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 GY2687
 GY2687  VERT ORDER  -  SECOND    CLASS 0
 GY2687
 GY2687.The horizontal coordinates were scaled from a topographic map and have
 GY2687.an estimated accuracy of +/- 6 seconds.
 GY2687
 GY2687.The orthometric height was determined by differential leveling
 GY2687.and adjusted by the National Geodetic Survey in June 1991..
 GY2687
 GY2687.The geoid height was determined by GEOID03.
 GY2687
 GY2687.The dynamic height is computed by dividing the NAVD 88
 GY2687.geopotential number by the normal gravity value computed on the
 GY2687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2687.degrees latitude (g = 980.6199 gals.).
 GY2687
 GY2687.The modeled gravity was interpolated from observed gravity values.
 GY2687
 GY2687;                    North         East    Units  Estimated Accuracy
 GY2687;SPC KY1Z     - 1,077,960.    1,699,530.      MT  (+/- 180 meters Scaled)
 GY2687
 GY2687                          SUPERSEDED SURVEY CONTROL
 GY2687
 GY2687  NGVD 29 (??/??/92)  317.638  (m)         1042.12   (f) ADJ UNCH    2 0
 GY2687
 GY2687.Superseded values are not recommended for survey control.
 GY2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2687.See file dsdata.txt to determine how the superseded data were derived.
 GY2687
 GY2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA768993(NAD 83)
 GY2687_MARKER: DB = BENCH MARK DISK
 GY2687_SETTING: 66 = SET IN ROCK OUTCROP
 GY2687_SP_SET: ROCK OUTCROP
 GY2687_STAMPING: A 276 1952 1042.117
 GY2687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2687+STABILITY: POSITION/ELEVATION WELL
 GY2687
 GY2687  HISTORY     - Date     Condition        Report By
 GY2687  HISTORY     - 1952     MONUMENTED       CGS
 GY2687  HISTORY     - 1957     GOOD             NGS
 GY2687  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2687
 GY2687                          STATION DESCRIPTION
 GY2687
 GY2687'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2687'0.6 MI E FROM ROARK.
 GY2687'ABOUT 0.6 MILE EAST ALONG A ROAD FOLLOWING JACKS CREEK FROM
 GY2687'THE POST OFFICE AT ROARK, ABOUT 0.6 MILE SOUTHWEST OF JUNCTION
 GY2687'OF A ROAD SOUTH, IN THE TOP OF A SLOPING OUTCROP OF ROCK, 10 FEET
 GY2687'NORTHWEST OF CENTER LINE OF ROAD AND ABOUT 2 FEET ABOVE LEVEL
 GY2687'OF ROAD.
 GY2687
 GY2687                          STATION RECOVERY (1957)
 GY2687
 GY2687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2687'RECOVERED IN GOOD CONDITION.
 GY2687
 GY2687                          STATION RECOVERY (1977)
 GY2687
 GY2687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1652 ***********************************************************************
 GA1652  DESIGNATION -  A 277
 GA1652  PID         -  GA1652
 GA1652  STATE/COUNTY-  KY/LESLIE
 GA1652  USGS QUAD   -  BLEDSOE (1980)
 GA1652
 GA1652                         *CURRENT SURVEY CONTROL
 GA1652  ___________________________________________________________________
 GA1652* NAD 83(1986)-  36 58 40.     (N)    083 19 41.     (W)     SCALED    
 GA1652* NAVD 88     -       365.272  (meters)    1198.40   (feet)  ADJUSTED  
 GA1652  ___________________________________________________________________
 GA1652  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA1652  DYNAMIC HT  -         364.962 (meters)    1197.38  (feet)  COMP
 GA1652  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 GA1652
 GA1652  VERT ORDER  -  SECOND    CLASS 0
 GA1652
 GA1652.The horizontal coordinates were scaled from a topographic map and have
 GA1652.an estimated accuracy of +/- 6 seconds.
 GA1652
 GA1652.The orthometric height was determined by differential leveling
 GA1652.and adjusted by the National Geodetic Survey in June 1991..
 GA1652
 GA1652.The geoid height was determined by GEOID03.
 GA1652
 GA1652.The dynamic height is computed by dividing the NAVD 88
 GA1652.geopotential number by the normal gravity value computed on the
 GA1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1652.degrees latitude (g = 980.6199 gals.).
 GA1652
 GA1652.The modeled gravity was interpolated from observed gravity values.
 GA1652
 GA1652;                    North         East    Units  Estimated Accuracy
 GA1652;SPC KY1Z     - 1,074,320.    1,715,630.      MT  (+/- 180 meters Scaled)
 GA1652
 GA1652                          SUPERSEDED SURVEY CONTROL
 GA1652
 GA1652  NGVD 29 (??/??/92)  365.422  (m)         1198.89   (f) ADJ UNCH    2 0
 GA1652
 GA1652.Superseded values are not recommended for survey control.
 GA1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1652.See file dsdata.txt to determine how the superseded data were derived.
 GA1652
 GA1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA927949(NAD 83)
 GA1652_MARKER: DB = BENCH MARK DISK
 GA1652_SETTING: 66 = SET IN ROCK OUTCROP
 GA1652_SP_SET: CUT
 GA1652_STAMPING: A 277 1952 1198.889
 GA1652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1652+STABILITY: POSITION/ELEVATION WELL
 GA1652
 GA1652  HISTORY     - Date     Condition        Report By
 GA1652  HISTORY     - 1952     MONUMENTED       CGS
 GA1652  HISTORY     - 1956     GOOD             NGS
 GA1652
 GA1652                          STATION DESCRIPTION
 GA1652
 GA1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1652'4.1 MI S FROM CHAPPELL.
 GA1652'ABOUT 3.9 MILES SOUTH ALONG A GRAVEL ROAD TO A POINT ABOUT 0.35
 GA1652'MILE SOUTHEAST OF STEEL BRIDGE OVER GREASY CREEK FROM THE POST
 GA1652'OFFICE AT CHAPPELL, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG A
 GA1652'ROUGH DIRT ROAD, ON THE NORTHEAST SLOPE OF A MOUNTAIN, SET
 GA1652'VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT, 14 FEET NORTHWEST
 GA1652'OF CENTER LINE OF ROAD, 1 FOOT ABOVE GROUND AND ABOUT 2 FEET
 GA1652'ABOVE LEVEL OF ROAD.
 GA1652
 GA1652                          STATION RECOVERY (1956)
 GA1652
 GA1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1098 ***********************************************************************
 GY1098  DESIGNATION -  A 278
 GY1098  PID         -  GY1098
 GY1098  STATE/COUNTY-  KY/FLOYD
 GY1098  USGS QUAD   -  MC DOWELL (1992)
 GY1098
 GY1098                         *CURRENT SURVEY CONTROL
 GY1098  ___________________________________________________________________
 GY1098* NAD 83(1986)-  37 26 16.     (N)    082 38 59.     (W)     SCALED    
 GY1098* NAVD 88     -       246.686  (meters)     809.34   (feet)  ADJUSTED  
 GY1098  ___________________________________________________________________
 GY1098  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GY1098  DYNAMIC HT  -         246.492 (meters)     808.70  (feet)  COMP
 GY1098  MODELED GRAV-     979,836.6   (mgal)                       NAVD 88
 GY1098
 GY1098  VERT ORDER  -  SECOND    CLASS 0
 GY1098
 GY1098.The horizontal coordinates were scaled from a topographic map and have
 GY1098.an estimated accuracy of +/- 6 seconds.
 GY1098
 GY1098.The orthometric height was determined by differential leveling
 GY1098.and adjusted by the National Geodetic Survey in June 1991..
 GY1098
 GY1098.The geoid height was determined by GEOID03.
 GY1098
 GY1098.The dynamic height is computed by dividing the NAVD 88
 GY1098.geopotential number by the normal gravity value computed on the
 GY1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1098.degrees latitude (g = 980.6199 gals.).
 GY1098
 GY1098.The modeled gravity was interpolated from observed gravity values.
 GY1098
 GY1098;                    North         East    Units  Estimated Accuracy
 GY1098;SPC KY1Z     - 1,127,130.    1,774,300.      MT  (+/- 180 meters Scaled)
 GY1098
 GY1098                          SUPERSEDED SURVEY CONTROL
 GY1098
 GY1098  NGVD 29 (??/??/92)  246.868  (m)          809.93   (f) ADJ UNCH    2 0
 GY1098
 GY1098.Superseded values are not recommended for survey control.
 GY1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1098.See file dsdata.txt to determine how the superseded data were derived.
 GY1098
 GY1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB540447(NAD 83)
 GY1098_MARKER: DB = BENCH MARK DISK
 GY1098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1098_SP_SET: CULVERT
 GY1098_STAMPING: A 278 1953 809.933
 GY1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1098
 GY1098  HISTORY     - Date     Condition        Report By
 GY1098  HISTORY     - 1953     MONUMENTED       CGS
 GY1098  HISTORY     - 1956     GOOD             NGS
 GY1098  HISTORY     - 20040330 MARK NOT FOUND   KYDT
 GY1098
 GY1098                          STATION DESCRIPTION
 GY1098
 GY1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1098'3.4 MI N FROM BEAVER.
 GY1098'3.45 MILES NORTH ALONG STATE HIGHWAY 979 FROM THE SCHOOL AT
 GY1098'BEAVER, 0.85 MILE NORTH OF THE POST OFFICE AND STORE AT TEABERRY
 GY1098'AND CULVERT OVER HOWELL BRANCH, ABOUT 0.3 MILE SOUTHEAST OF SCHOOL,
 GY1098'SET IN THE TOP AND 3 FEET SOUTHEAST OF NORTHWEST END OF SOUTHWEST
 GY1098'HEAD WALL OF A 4-FOOT CONCRETE AND STONE BOX CULVERT, 0.1 MILE
 GY1098'SOUTHEAST OF SOUTHEAST END OF ROCK CUT, 15 FEET SOUTHWEST OF
 GY1098'CENTER LINE OF HIGHWAY AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 GY1098'HIGHWAY.
 GY1098
 GY1098                          STATION RECOVERY (2004)
 GY1098
 GY1098'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1098'THE SOUTHWEST END OF THIS CULVERT HAS BEEN EXTENDED WITH A LARGE METAL
 GY1098'PIPE AND MARK, IF STILL HERE, WOULD BE BURIED 1-2 FEET UNDER GRAVEL
 GY1098'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1152 ***********************************************************************
 GY1152  DESIGNATION -  A 279
 GY1152  PID         -  GY1152
 GY1152  STATE/COUNTY-  KY/LETCHER
 GY1152  USGS QUAD   -  JENKINS WEST (1992)
 GY1152
 GY1152                         *CURRENT SURVEY CONTROL
 GY1152  ___________________________________________________________________
 GY1152* NAD 83(1986)-  37 14 31.     (N)    082 41 54.     (W)     SCALED    
 GY1152* NAVD 88     -       599.594  (meters)    1967.17   (feet)  ADJUSTED  
 GY1152  ___________________________________________________________________
 GY1152  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GY1152  DYNAMIC HT  -         599.099 (meters)    1965.54  (feet)  COMP
 GY1152  MODELED GRAV-     979,785.2   (mgal)                       NAVD 88
 GY1152
 GY1152  VERT ORDER  -  SECOND    CLASS 0
 GY1152
 GY1152.The horizontal coordinates were scaled from a topographic map and have
 GY1152.an estimated accuracy of +/- 6 seconds.
 GY1152
 GY1152.The orthometric height was determined by differential leveling
 GY1152.and adjusted by the National Geodetic Survey in June 1991..
 GY1152
 GY1152.The geoid height was determined by GEOID03.
 GY1152
 GY1152.The dynamic height is computed by dividing the NAVD 88
 GY1152.geopotential number by the normal gravity value computed on the
 GY1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1152.degrees latitude (g = 980.6199 gals.).
 GY1152
 GY1152.The modeled gravity was interpolated from observed gravity values.
 GY1152
 GY1152;                    North         East    Units  Estimated Accuracy
 GY1152;SPC KY1Z     - 1,105,270.    1,770,710.      MT  (+/- 180 meters Scaled)
 GY1152
 GY1152                          SUPERSEDED SURVEY CONTROL
 GY1152
 GY1152  NGVD 29 (??/??/92)  599.758  (m)         1967.71   (f) ADJ UNCH    2 0
 GY1152
 GY1152.Superseded values are not recommended for survey control.
 GY1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1152.See file dsdata.txt to determine how the superseded data were derived.
 GY1152
 GY1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB493230(NAD 83)
 GY1152_MARKER: DB = BENCH MARK DISK
 GY1152_SETTING: 66 = SET IN ROCK OUTCROP
 GY1152_SP_SET: ROCK LEDGE
 GY1152_STAMPING: A 279 1953 1967.706
 GY1152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1152+STABILITY: POSITION/ELEVATION WELL
 GY1152
 GY1152  HISTORY     - Date     Condition        Report By
 GY1152  HISTORY     - 1953     MONUMENTED       CGS
 GY1152  HISTORY     - 1956     GOOD             NGS
 GY1152
 GY1152                          STATION DESCRIPTION
 GY1152
 GY1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1152'2 MI SW FROM ETTY.
 GY1152'2.0 MILES SOUTHWEST AND SOUTH ALONG A ROUGH ROAD FOLLOWING ROCKY
 GY1152'FORK AND LEADING TO BOONE GAP FROM THE SCHOOL AT ETTY, AT BOONE
 GY1152'GAP AND JUST SOUTHEAST OF THE PIKE LETCHER COUNTY LINE, SET IN
 GY1152'THE TOP OF A LARGE ROCK LEDGE, 12 FEET NORTHEAST OF CENTER OF
 GY1152'ROAD, 30 FEET SOUTHEAST OF TOP OF GAP AND COUNTY LINE, 2 1/2
 GY1152'FEET NORTHEAST OF SOUTHWEST EDGE OF ROCK LEDGE, 27 FEET WEST OF
 GY1152'A HOLLOW 30-INCH OAK TREE AND ABOUT 3 FEET ABOVE ROAD OR TRAIL.
 GY1152'NOTE-- MARK IS REACHED FROM HEMPHILL, LETCHER CO., BY GOING ABOUT
 GY1152'2.3 MILES NORTH ALONG A ROAD FOLLOWING YOUNTS FORK AND LEADING
 GY1152'TO BOONE GAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1134 ***********************************************************************
 GA1134  DESIGNATION -  A 28
 GA1134  PID         -  GA1134
 GA1134  STATE/COUNTY-  KY/HARLAN
 GA1134  USGS QUAD   -  BENHAM (1979)
 GA1134
 GA1134                         *CURRENT SURVEY CONTROL
 GA1134  ___________________________________________________________________
 GA1134* NAD 83(1986)-  36 58 58.     (N)    082 58 38.     (W)     SCALED    
 GA1134* NAVD 88     -       442.141  (meters)    1450.59   (feet)  ADJUSTED  
 GA1134  ___________________________________________________________________
 GA1134  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA1134  DYNAMIC HT  -         441.757 (meters)    1449.33  (feet)  COMP
 GA1134  MODELED GRAV-     979,748.3   (mgal)                       NAVD 88
 GA1134
 GA1134  VERT ORDER  -  SECOND    CLASS 0
 GA1134
 GA1134.The horizontal coordinates were scaled from a topographic map and have
 GA1134.an estimated accuracy of +/- 6 seconds.
 GA1134
 GA1134.The orthometric height was determined by differential leveling
 GA1134.and adjusted by the National Geodetic Survey in June 1991..
 GA1134
 GA1134.The geoid height was determined by GEOID03.
 GA1134
 GA1134.The dynamic height is computed by dividing the NAVD 88
 GA1134.geopotential number by the normal gravity value computed on the
 GA1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1134.degrees latitude (g = 980.6199 gals.).
 GA1134
 GA1134.The modeled gravity was interpolated from observed gravity values.
 GA1134
 GA1134;                    North         East    Units  Estimated Accuracy
 GA1134;SPC KY1Z     - 1,075,750.    1,746,840.      MT  (+/- 180 meters Scaled)
 GA1134
 GA1134                          SUPERSEDED SURVEY CONTROL
 GA1134
 GA1134  NGVD 29 (??/??/92)  442.264  (m)         1450.99   (f) ADJ UNCH    2 0
 GA1134
 GA1134.Superseded values are not recommended for survey control.
 GA1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1134.See file dsdata.txt to determine how the superseded data were derived.
 GA1134
 GA1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA240947(NAD 83)
 GA1134_MARKER: DB = BENCH MARK DISK
 GA1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1134_STAMPING: A 28 1934 1450.994
 GA1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1134+STABILITY: SURFACE MOTION
 GA1134
 GA1134  HISTORY     - Date     Condition        Report By
 GA1134  HISTORY     - 1934     MONUMENTED       CGS
 GA1134  HISTORY     - 1956     GOOD             NGS
 GA1134
 GA1134                          STATION DESCRIPTION
 GA1134
 GA1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1134'1 MI NE FROM CUMBERLAND.
 GA1134'1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION
 GA1134'OF STATE HIGHWAY 160 AT CUMBERLAND, ACROSS STREET FROM THE
 GA1134'HOUSE AT 1260, 25 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY,
 GA1134'5 FEET SOUTHWEST OF A CONCRETE BLOCK PIER SUPPORTING SIGN
 GA1134'(WE LOVE OUR CHILDREN DRIVE SLOWLY), 4.3 FEET EAST OF A WATER
 GA1134'METER, 2.4 FEET NORTH NORTHEAST OF CORNER POST OF FENCE AROUND
 GA1134'A YARD, ABOUT LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2719 ***********************************************************************
 GY2719  DESIGNATION -  A 281
 GY2719  PID         -  GY2719
 GY2719  STATE/COUNTY-  KY/CLAY
 GY2719  USGS QUAD   -  BIG CREEK (1979)
 GY2719
 GY2719                         *CURRENT SURVEY CONTROL
 GY2719  ___________________________________________________________________
 GY2719* NAD 83(1986)-  37 08 19.     (N)    083 34 22.     (W)     SCALED    
 GY2719* NAVD 88     -       271.390  (meters)     890.39   (feet)  ADJUSTED  
 GY2719  ___________________________________________________________________
 GY2719  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GY2719  DYNAMIC HT  -         271.171 (meters)     889.67  (feet)  COMP
 GY2719  MODELED GRAV-     979,816.9   (mgal)                       NAVD 88
 GY2719
 GY2719  VERT ORDER  -  SECOND    CLASS 0
 GY2719
 GY2719.The horizontal coordinates were scaled from a topographic map and have
 GY2719.an estimated accuracy of +/- 6 seconds.
 GY2719
 GY2719.The orthometric height was determined by differential leveling
 GY2719.and adjusted by the National Geodetic Survey in June 1991..
 GY2719
 GY2719.The geoid height was determined by GEOID03.
 GY2719
 GY2719.The dynamic height is computed by dividing the NAVD 88
 GY2719.geopotential number by the normal gravity value computed on the
 GY2719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2719.degrees latitude (g = 980.6199 gals.).
 GY2719
 GY2719.The modeled gravity was interpolated from observed gravity values.
 GY2719
 GY2719;                    North         East    Units  Estimated Accuracy
 GY2719;SPC KY1Z     - 1,091,630.    1,693,430.      MT  (+/- 180 meters Scaled)
 GY2719
 GY2719                          SUPERSEDED SURVEY CONTROL
 GY2719
 GY2719  NGVD 29 (??/??/92)  271.548  (m)          890.90   (f) ADJ UNCH    2 0
 GY2719
 GY2719.Superseded values are not recommended for survey control.
 GY2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2719.See file dsdata.txt to determine how the superseded data were derived.
 GY2719
 GY2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB714133(NAD 83)
 GY2719_MARKER: DB = BENCH MARK DISK
 GY2719_SETTING: 66 = SET IN ROCK OUTCROP
 GY2719_SP_SET: ROCK LEDGE
 GY2719_STAMPING: A 281 1952 890.904
 GY2719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2719+STABILITY: POSITION/ELEVATION WELL
 GY2719
 GY2719  HISTORY     - Date     Condition        Report By
 GY2719  HISTORY     - 1952     MONUMENTED       CGS
 GY2719  HISTORY     - 1957     POOR             NGS
 GY2719  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2719
 GY2719                          STATION DESCRIPTION
 GY2719
 GY2719'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2719'1.2 MI SE FROM ANNALEE.
 GY2719'ABOUT 1.2 MILES SOUTHEAST ALONG RED BIRD RIVER ROAD FROM THE
 GY2719'FORD MOTOR COMPANY OFFICE AT ANNALEE, ON THE INSIDE AND AT NORTH
 GY2719'END OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, IN
 GY2719'THE TOP OF A SANDSTONE LEDGE, 14 FEET WEST OF CENTER LINE OF ROAD,
 GY2719'ABOUT 23 YARDS NORTH OF CENTER OF CURVE, 48 FEET NORTH OF CENTER
 GY2719'OF JUNCTION OF A TRAIL LEADING NORTHEAST TO RIVER AND ABOUT 2 FEET
 GY2719'ABOVE LEVEL OF ROAD.
 GY2719
 GY2719                          STATION RECOVERY (1957)
 GY2719
 GY2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2719'MARK RECOVERED IN POOR CONDITION.
 GY2719
 GY2719                          STATION RECOVERY (1977)
 GY2719
 GY2719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE5441 ***********************************************************************
 AE5441  DESIGNATION -  A 282 RESET
 AE5441  PID         -  AE5441
 AE5441  STATE/COUNTY-  KY/JOHNSON
 AE5441  USGS QUAD   -  OIL SPRINGS (1992)
 AE5441
 AE5441                         *CURRENT SURVEY CONTROL
 AE5441  ___________________________________________________________________
 AE5441* NAD 83(1986)-  37 48 36.     (N)    082 56 33.     (W)     SCALED    
 AE5441* NAVD 88     -       257.70   (meters)     845.5    (feet)  RESET     
 AE5441  ___________________________________________________________________
 AE5441  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 AE5441
 AE5441  VERT ORDER  -  THIRD
 AE5441
 AE5441.The horizontal coordinates were scaled from a topographic map and have
 AE5441.an estimated accuracy of +/- 6 seconds.
 AE5441
 AE5441.The orthometric height was computed from unverified reset data.
 AE5441
 AE5441.The geoid height was determined by GEOID03.
 AE5441
 AE5441;                    North         East    Units  Estimated Accuracy
 AE5441;SPC KY1Z     - 1,167,600.    1,747,160.      MT  (+/- 180 meters Scaled)
 AE5441
 AE5441                          SUPERSEDED SURVEY CONTROL
 AE5441
 AE5441.No superseded survey control is available for this station.
 AE5441
 AE5441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB290865(NAD 83)
 AE5441_MARKER: DV = VERTICAL CONTROL DISK
 AE5441_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5441_SP_SET: BRIDGE ABUTMENT
 AE5441_STAMPING: A 282 1952 RESET 1997
 AE5441_MARK LOGO: NGS   
 AE5441_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5441
 AE5441  HISTORY     - Date     Condition        Report By
 AE5441  HISTORY     - 1997     MONUMENTED       KYDT
 AE5441
 AE5441                          STATION DESCRIPTION
 AE5441
 AE5441'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 AE5441'1.1 MILE (1.8 KM) EAST ALONG KY 40 FROM POST OFFICE AT OIL SPRINGS,
 AE5441'1.5 MILE (2.4 KM) EAST ALONG KY 40 FROM JOHNSON/MAGOFFIN COUNTY LINE
 AE5441'AT OIL SPRINGS SCHOOL AND UNITED METHODIST CHURCH, A DISK SET IN THE
 AE5441'TOP OF THE NORTH END OF THE WEST ABUTMENT OF A 66 FOOT (20.1 M)
 AE5441'CONCRETE BRIDGE OVER LITTLE PAINT CREEK, 23 FEET (7.0 M) NORTH OF
 AE5441'CENTERLINE OF KY 40, 0.4 FEET (12.2 CM) NORTH OF NORTH BARRIER WALL,
 AE5441'ABOUT 0.5 FEET (15.2 CM) ABOVE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1894 ***********************************************************************
 GY1894  DESIGNATION -  A 283
 GY1894  PID         -  GY1894
 GY1894  STATE/COUNTY-  KY/MAGOFFIN
 GY1894  USGS QUAD   -  SALYERSVILLE SOUTH (1978)
 GY1894
 GY1894                         *CURRENT SURVEY CONTROL
 GY1894  ___________________________________________________________________
 GY1894* NAD 83(1986)-  37 39 24.     (N)    083 00 28.     (W)     SCALED    
 GY1894* NAVD 88     -       275.122  (meters)     902.63   (feet)  ADJUSTED  
 GY1894  ___________________________________________________________________
 GY1894  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GY1894  DYNAMIC HT  -         274.911 (meters)     901.94  (feet)  COMP
 GY1894  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 GY1894
 GY1894  VERT ORDER  -  SECOND    CLASS 0
 GY1894
 GY1894.The horizontal coordinates were scaled from a topographic map and have
 GY1894.an estimated accuracy of +/- 6 seconds.
 GY1894
 GY1894.The orthometric height was determined by differential leveling
 GY1894.and adjusted by the National Geodetic Survey in June 1991..
 GY1894
 GY1894.The geoid height was determined by GEOID03.
 GY1894
 GY1894.The dynamic height is computed by dividing the NAVD 88
 GY1894.geopotential number by the normal gravity value computed on the
 GY1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1894.degrees latitude (g = 980.6199 gals.).
 GY1894
 GY1894.The modeled gravity was interpolated from observed gravity values.
 GY1894
 GY1894;                    North         East    Units  Estimated Accuracy
 GY1894;SPC KY1Z     - 1,150,420.    1,741,920.      MT  (+/- 180 meters Scaled)
 GY1894
 GY1894                          SUPERSEDED SURVEY CONTROL
 GY1894
 GY1894  NGVD 29 (??/??/92)  275.312  (m)          903.25   (f) ADJ UNCH    2 0
 GY1894
 GY1894.Superseded values are not recommended for survey control.
 GY1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1894.See file dsdata.txt to determine how the superseded data were derived.
 GY1894
 GY1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB228696(NAD 83)
 GY1894_MARKER: DB = BENCH MARK DISK
 GY1894_SETTING: 66 = SET IN ROCK OUTCROP
 GY1894_SP_SET: SANDSTONE LEDGE
 GY1894_STAMPING: A 283 1952 903.253
 GY1894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1894+STABILITY: POSITION/ELEVATION WELL
 GY1894
 GY1894  HISTORY     - Date     Condition        Report By
 GY1894  HISTORY     - 1952     MONUMENTED       CGS
 GY1894  HISTORY     - 1956     GOOD             NGS
 GY1894
 GY1894                          STATION DESCRIPTION
 GY1894
 GY1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1894'1.8 MI SE FROM ROYALTON.
 GY1894'1.75 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE CHESAPEAKE
 GY1894'AND OHIO RAILROAD STATION AT ROYALTON, 1.65 MILES NORTHWEST
 GY1894'OF THE SCHOOL SWAMPTON, IN THE TOP OF A SMALL SHELF AT THE BOTTOM
 GY1894'OF A SANDSTONE LEDGE IN A DIRT CUT, 110 YARDS SOUTHEAST OF CENTER
 GY1894'OF CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST, 84 FEET
 GY1894'SOUTHEAST OF NORTHEAST END OF A 36-INCH PIPE CULVERT, 24 FEET
 GY1894'NORTHEAST OF THE CENTER LINE OF HIGHWAY, 12 FEET SOUTHWEST OF A
 GY1894'FENCE LINE, ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1483 ***********************************************************************
 GY1483  DESIGNATION -  A 284
 GY1483  PID         -  GY1483
 GY1483  STATE/COUNTY-  KY/FLOYD
 GY1483  USGS QUAD   -  PRESTONSBURG (1992)
 GY1483
 GY1483                         *CURRENT SURVEY CONTROL
 GY1483  ___________________________________________________________________
 GY1483* NAD 83(1986)-  37 39 16.     (N)    082 48 00.     (W)     SCALED    
 GY1483* NAVD 88     -       193.579  (meters)     635.10   (feet)  ADJUSTED  
 GY1483  ___________________________________________________________________
 GY1483  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GY1483  DYNAMIC HT  -         193.432 (meters)     634.62  (feet)  COMP
 GY1483  MODELED GRAV-     979,864.5   (mgal)                       NAVD 88
 GY1483
 GY1483  VERT ORDER  -  SECOND    CLASS 0
 GY1483
 GY1483.The horizontal coordinates were scaled from a topographic map and have
 GY1483.an estimated accuracy of +/- 6 seconds.
 GY1483
 GY1483.The orthometric height was determined by differential leveling
 GY1483.and adjusted by the National Geodetic Survey in June 1991..
 GY1483
 GY1483.The geoid height was determined by GEOID03.
 GY1483
 GY1483.The dynamic height is computed by dividing the NAVD 88
 GY1483.geopotential number by the normal gravity value computed on the
 GY1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1483.degrees latitude (g = 980.6199 gals.).
 GY1483
 GY1483.The modeled gravity was interpolated from observed gravity values.
 GY1483
 GY1483;                    North         East    Units  Estimated Accuracy
 GY1483;SPC KY1Z     - 1,150,730.    1,760,250.      MT  (+/- 180 meters Scaled)
 GY1483
 GY1483                          SUPERSEDED SURVEY CONTROL
 GY1483
 GY1483  NGVD 29 (??/??/92)  193.776  (m)          635.75   (f) ADJ UNCH    2 0
 GY1483
 GY1483.Superseded values are not recommended for survey control.
 GY1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1483.See file dsdata.txt to determine how the superseded data were derived.
 GY1483
 GY1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB412690(NAD 83)
 GY1483_MARKER: DB = BENCH MARK DISK
 GY1483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1483_SP_SET: CULVERT
 GY1483_STAMPING: A 284 1952 635.747
 GY1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1483
 GY1483  HISTORY     - Date     Condition        Report By
 GY1483  HISTORY     - 1952     MONUMENTED       CGS
 GY1483  HISTORY     - 1955     GOOD             NGS
 GY1483  HISTORY     - 1976     MARK NOT FOUND   DOD
 GY1483  HISTORY     - 20011105 MARK NOT FOUND   KYDT
 GY1483
 GY1483                          STATION DESCRIPTION
 GY1483
 GY1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1483'1.8 MI SW FROM PRESTONSBURG.
 GY1483'1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 114 FROM THE CHESAPEAKE
 GY1483'AND OHIO RAILROAD STATION AT PRESTONSBURG, 100 YARDS NORTH OF
 GY1483'A CURVE WITH TANGENTS EXTENDING WEST AND NORTH, 1.0 MILE
 GY1483'NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 404 SOUTH-TO DAVID,
 GY1483'SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A 6-FOOT
 GY1483'CONCRETE BOX CULVERT, 17 FEET WEST OF CENTER LINE OF HIGHWAY,
 GY1483'15 FEET NORTH OF CENTER OF A DIM ROAD WEST, ABOUT 1 FOOT BELOW
 GY1483'LEVEL OF HIGHWAY.
 GY1483
 GY1483                          STATION RECOVERY (1976)
 GY1483
 GY1483'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1976
 GY1483'MARK NOT FOUND.
 GY1483
 GY1483                          STATION RECOVERY (2001)
 GY1483
 GY1483'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1483'THIS HEAD WALL WAS REPLACED IN 1961 WHEN KY 114 WAS REBUILT, CONSIDER
 GY1483'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2337 ***********************************************************************
 GY2337  DESIGNATION -  A 285
 GY2337  PID         -  GY2337
 GY2337  STATE/COUNTY-  KY/LESLIE
 GY2337  USGS QUAD   -  HOSKINSTON (1980)
 GY2337
 GY2337                         *CURRENT SURVEY CONTROL
 GY2337  ___________________________________________________________________
 GY2337* NAD 83(1986)-  37 05 22.     (N)    083 23 45.     (W)     SCALED    
 GY2337* NAVD 88     -       278.289  (meters)     913.02   (feet)  ADJUSTED  
 GY2337  ___________________________________________________________________
 GY2337  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GY2337  DYNAMIC HT  -         278.063 (meters)     912.28  (feet)  COMP
 GY2337  MODELED GRAV-     979,811.7   (mgal)                       NAVD 88
 GY2337
 GY2337  VERT ORDER  -  SECOND    CLASS 0
 GY2337
 GY2337.The horizontal coordinates were scaled from a topographic map and have
 GY2337.an estimated accuracy of +/- 6 seconds.
 GY2337
 GY2337.The orthometric height was determined by differential leveling
 GY2337.and adjusted by the National Geodetic Survey in June 1991..
 GY2337
 GY2337.The geoid height was determined by GEOID03.
 GY2337
 GY2337.The dynamic height is computed by dividing the NAVD 88
 GY2337.geopotential number by the normal gravity value computed on the
 GY2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2337.degrees latitude (g = 980.6199 gals.).
 GY2337
 GY2337.The modeled gravity was interpolated from observed gravity values.
 GY2337
 GY2337;                    North         East    Units  Estimated Accuracy
 GY2337;SPC KY1Z     - 1,086,560.    1,709,280.      MT  (+/- 180 meters Scaled)
 GY2337
 GY2337                          SUPERSEDED SURVEY CONTROL
 GY2337
 GY2337  NGVD 29 (??/??/92)  278.448  (m)          913.54   (f) ADJ UNCH    2 0
 GY2337
 GY2337.Superseded values are not recommended for survey control.
 GY2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2337.See file dsdata.txt to determine how the superseded data were derived.
 GY2337
 GY2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB870074(NAD 83)
 GY2337_MARKER: DB = BENCH MARK DISK
 GY2337_SETTING: 66 = SET IN ROCK OUTCROP
 GY2337_SP_SET: ROCK CUT
 GY2337_STAMPING: A 285 1952 913.541
 GY2337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2337+STABILITY: POSITION/ELEVATION WELL
 GY2337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2337+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 GY2337
 GY2337  HISTORY     - Date     Condition        Report By
 GY2337  HISTORY     - 1952     MONUMENTED       CGS
 GY2337  HISTORY     - 1956     GOOD             NGS
 GY2337  HISTORY     - 20030423 GOOD             INDIV
 GY2337
 GY2337                          STATION DESCRIPTION
 GY2337
 GY2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2337'1 MI N FROM HOSKINSTON.
 GY2337'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 421 FROM THE SCHOOL AT
 GY2337'HOSKINSTON, 135 FEET SOUTH OF CENTER OF HIGHWAY CULVERT OVER
 GY2337'STINNETT CREEK, SET VERTICALLY IN THE EAST FACE OF A SOLID LAYER OF
 GY2337'ROCK AT THE BOTTOM OF A TALL ROCK CUT, 16 1/2 FEET WEST OF CENTER
 GY2337'LINE OF HIGHWAY AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
 GY2337
 GY2337                          STATION RECOVERY (1956)
 GY2337
 GY2337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2337'RECOVERED IN GOOD CONDITION.
 GY2337
 GY2337                          STATION RECOVERY (2003)
 GY2337
 GY2337'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TN)
 GY2337'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2231 ***********************************************************************
 GY2231  DESIGNATION -  A 286
 GY2231  PID         -  GY2231
 GY2231  STATE/COUNTY-  KY/PERRY
 GY2231  USGS QUAD   -  VICCO (1992)
 GY2231
 GY2231                         *CURRENT SURVEY CONTROL
 GY2231  ___________________________________________________________________
 GY2231* NAD 83(1986)-  37 12 24.     (N)    083 06 25.     (W)     SCALED    
 GY2231* NAVD 88     -       280.335  (meters)     919.73   (feet)  ADJUSTED  
 GY2231  ___________________________________________________________________
 GY2231  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GY2231  DYNAMIC HT  -         280.108 (meters)     918.99  (feet)  COMP
 GY2231  MODELED GRAV-     979,815.9   (mgal)                       NAVD 88
 GY2231
 GY2231  VERT ORDER  -  SECOND    CLASS 0
 GY2231
 GY2231.The horizontal coordinates were scaled from a topographic map and have
 GY2231.an estimated accuracy of +/- 6 seconds.
 GY2231
 GY2231.The orthometric height was determined by differential leveling
 GY2231.and adjusted by the National Geodetic Survey in June 1991..
 GY2231
 GY2231.The geoid height was determined by GEOID03.
 GY2231
 GY2231.The dynamic height is computed by dividing the NAVD 88
 GY2231.geopotential number by the normal gravity value computed on the
 GY2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2231.degrees latitude (g = 980.6199 gals.).
 GY2231
 GY2231.The modeled gravity was interpolated from observed gravity values.
 GY2231
 GY2231;                    North         East    Units  Estimated Accuracy
 GY2231;SPC KY1Z     - 1,100,250.    1,734,590.      MT  (+/- 180 meters Scaled)
 GY2231
 GY2231                          SUPERSEDED SURVEY CONTROL
 GY2231
 GY2231  NGVD 29 (??/??/92)  280.496  (m)          920.26   (f) ADJ UNCH    2 0
 GY2231
 GY2231.Superseded values are not recommended for survey control.
 GY2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2231.See file dsdata.txt to determine how the superseded data were derived.
 GY2231
 GY2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB130198(NAD 83)
 GY2231_MARKER: DB = BENCH MARK DISK
 GY2231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2231_SP_SET: CULVERT
 GY2231_STAMPING: A 286 1952 920.261
 GY2231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2231+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1996
 GY2231
 GY2231  HISTORY     - Date     Condition        Report By
 GY2231  HISTORY     - 1952     MONUMENTED       CGS
 GY2231  HISTORY     - 1956     GOOD             NGS
 GY2231  HISTORY     - 19960610 GOOD             KYDT
 GY2231  HISTORY     - 19960610 GOOD             KYDT
 GY2231
 GY2231                          STATION DESCRIPTION
 GY2231
 GY2231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2231'2.5 MI E FROM JEFF.
 GY2231'2.5 MILES EAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 GY2231'HIGHWAY 7 AT JEFF, SET IN THE TOP OF THE NORTHWEST END OF THE
 GY2231'NORTHEAST HEAD WALL OF A 3-FOOT CONCRETE AND STONE BOX CULVERT,
 GY2231'25 FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT 7 FEET
 GY2231'BELOW LEVEL OF HIGHWAY.
 GY2231
 GY2231                          STATION RECOVERY (1996)
 GY2231
 GY2231'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2231'ABOUT 2.1 MILES EAST ALONG KY 15 FROM JUNCTION WITH KY 7 AT JEFF,
 GY2231'THENCE 0.2 MILE EAST ALONG BEN TOWN CIRCLE ( OLD KY 15 ) TO MARK ON
 GY2231'THE LEFT.
 GY2231
 GY2231                          STATION RECOVERY (1996)
 GY2231
 GY2231'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2231'THIS PORTION OF OLD KY 15 IS NOW CALLED BENTOWN CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2073 ***********************************************************************
 GY2073  DESIGNATION -  A 288
 GY2073  PID         -  GY2073
 GY2073  STATE/COUNTY-  KY/BREATHITT
 GY2073  USGS QUAD   -  HADDIX (1972)
 GY2073
 GY2073                         *CURRENT SURVEY CONTROL
 GY2073  ___________________________________________________________________
 GY2073* NAD 83(1986)-  37 27 57.     (N)    083 17 45.     (W)     SCALED    
 GY2073* NAVD 88     -       240.384  (meters)     788.66   (feet)  ADJUSTED  
 GY2073  ___________________________________________________________________
 GY2073  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GY2073  DYNAMIC HT  -         240.201 (meters)     788.06  (feet)  COMP
 GY2073  MODELED GRAV-     979,863.4   (mgal)                       NAVD 88
 GY2073
 GY2073  VERT ORDER  -  SECOND    CLASS 0
 GY2073
 GY2073.The horizontal coordinates were scaled from a topographic map and have
 GY2073.an estimated accuracy of +/- 6 seconds.
 GY2073
 GY2073.The orthometric height was determined by differential leveling
 GY2073.and adjusted by the National Geodetic Survey in June 1991..
 GY2073
 GY2073.The geoid height was determined by GEOID03.
 GY2073
 GY2073.The dynamic height is computed by dividing the NAVD 88
 GY2073.geopotential number by the normal gravity value computed on the
 GY2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2073.degrees latitude (g = 980.6199 gals.).
 GY2073
 GY2073.The modeled gravity was interpolated from observed gravity values.
 GY2073
 GY2073;                    North         East    Units  Estimated Accuracy
 GY2073;SPC KY1Z     - 1,128,540.    1,717,070.      MT  (+/- 180 meters Scaled)
 GY2073
 GY2073                          SUPERSEDED SURVEY CONTROL
 GY2073
 GY2073  NGVD 29 (??/??/92)  240.546  (m)          789.19   (f) ADJ UNCH    2 0
 GY2073
 GY2073.Superseded values are not recommended for survey control.
 GY2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2073.See file dsdata.txt to determine how the superseded data were derived.
 GY2073
 GY2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB969490(NAD 83)
 GY2073_MARKER: DB = BENCH MARK DISK
 GY2073_SETTING: 66 = SET IN ROCK OUTCROP
 GY2073_SP_SET: ROCK CUT
 GY2073_STAMPING: A 288 1952 789.191
 GY2073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2073+STABILITY: POSITION/ELEVATION WELL
 GY2073
 GY2073  HISTORY     - Date     Condition        Report By
 GY2073  HISTORY     - 1952     MONUMENTED       CGS
 GY2073  HISTORY     - 1956     GOOD             NGS
 GY2073  HISTORY     - 19960410 MARK NOT FOUND   KYDT
 GY2073
 GY2073                          STATION DESCRIPTION
 GY2073
 GY2073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2073'5 MI SE FROM HADDIX.
 GY2073'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 GY2073'OF STEEL BRIDGE WEST LEADING TO LOUISVILLE AND NASHVILLE RAILROAD
 GY2073'STATION AT HADDIX, AT CLAYHOLE, ABOUT 0.95 MILE NORTHWEST ALONG
 GY2073'HIGHWAY FROM CLAYHOLE BRETHERN CHURCH, ABOUT 65 YARDS SOUTHEAST
 GY2073'OF LACY DEATONS STORE AND POST OFFICE AT CLAYHOLE, 25 YARDS
 GY2073'SOUTHEAST OF THE TOP OF A CURVED GRADE, SET VERTICALLY IN THE
 GY2073'SOUTH FACE OF A LAYER OF ROCK IN A SHALY CUT, 25 FEET
 GY2073'NORTH-NORTHEAST OF CENTER LINE OF HIGHWAY, AND 4 FEET ABOVE LEVEL
 GY2073'OF HIGHWAY.
 GY2073
 GY2073                          STATION RECOVERY (1996)
 GY2073
 GY2073'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2097 ***********************************************************************
 GY2097  DESIGNATION -  A 289
 GY2097  PID         -  GY2097
 GY2097  STATE/COUNTY-  KY/PERRY
 GY2097  USGS QUAD   -  HAZARD NORTH (1992)
 GY2097
 GY2097                         *CURRENT SURVEY CONTROL
 GY2097  ___________________________________________________________________
 GY2097* NAD 83(1986)-  37 21 36.     (N)    083 08 09.     (W)     SCALED    
 GY2097* NAVD 88     -       268.247  (meters)     880.07   (feet)  ADJUSTED  
 GY2097  ___________________________________________________________________
 GY2097  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 GY2097  DYNAMIC HT  -         268.035 (meters)     879.38  (feet)  COMP
 GY2097  MODELED GRAV-     979,836.6   (mgal)                       NAVD 88
 GY2097
 GY2097  VERT ORDER  -  SECOND    CLASS 0
 GY2097
 GY2097.The horizontal coordinates were scaled from a topographic map and have
 GY2097.an estimated accuracy of +/- 6 seconds.
 GY2097
 GY2097.The orthometric height was determined by differential leveling
 GY2097.and adjusted by the National Geodetic Survey in June 1991..
 GY2097
 GY2097.The geoid height was determined by GEOID03.
 GY2097
 GY2097.The dynamic height is computed by dividing the NAVD 88
 GY2097.geopotential number by the normal gravity value computed on the
 GY2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2097.degrees latitude (g = 980.6199 gals.).
 GY2097
 GY2097.The modeled gravity was interpolated from observed gravity values.
 GY2097
 GY2097;                    North         East    Units  Estimated Accuracy
 GY2097;SPC KY1Z     - 1,117,190.    1,731,550.      MT  (+/- 180 meters Scaled)
 GY2097
 GY2097                          SUPERSEDED SURVEY CONTROL
 GY2097
 GY2097  NGVD 29 (??/??/92)  268.412  (m)          880.62   (f) ADJ UNCH    2 0
 GY2097
 GY2097.Superseded values are not recommended for survey control.
 GY2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2097.See file dsdata.txt to determine how the superseded data were derived.
 GY2097
 GY2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB108369(NAD 83)
 GY2097_MARKER: DB = BENCH MARK DISK
 GY2097_SETTING: 66 = SET IN ROCK OUTCROP
 GY2097_SP_SET: ROCK CUT
 GY2097_STAMPING: A 289 1952 880.615
 GY2097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2097+STABILITY: POSITION/ELEVATION WELL
 GY2097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2097+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1994
 GY2097
 GY2097  HISTORY     - Date     Condition        Report By
 GY2097  HISTORY     - 1952     MONUMENTED       CGS
 GY2097  HISTORY     - 1956     GOOD             NGS
 GY2097  HISTORY     - 19940610 GOOD             KYDT
 GY2097
 GY2097                          STATION DESCRIPTION
 GY2097
 GY2097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2097'2.2 MI SE FROM ARY.
 GY2097'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE BRIDGE OVER
 GY2097'BALL FORK AT ARY, 0.15 MILE SOUTH OF THE JUNCTION OF A ROAD
 GY2097'EAST, SET VERTICALLY IN THE WEST FACE OF A SMALL PROJECTION OF A
 GY2097'10-FOOT HIGH SOLID ROCK CUT, 31 FEET NORTH OF NORTH END OF EAST
 GY2097'HEAD WALL OF A PIPE CULVERT, 24 FEET EAST OF CENTER LINE OF HIGHWAY
 GY2097'AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
 GY2097
 GY2097                          STATION RECOVERY (1994)
 GY2097
 GY2097'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY2097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1005 ***********************************************************************
 GY1005  DESIGNATION -  A 29
 GY1005  PID         -  GY1005
 GY1005  STATE/COUNTY-  KY/LETCHER
 GY1005  USGS QUAD   -  WHITESBURG (1978)
 GY1005
 GY1005                         *CURRENT SURVEY CONTROL
 GY1005  ___________________________________________________________________
 GY1005* NAD 83(1986)-  37 06 48.     (N)    082 48 19.     (W)     SCALED    
 GY1005* NAVD 88     -       354.154  (meters)    1161.92   (feet)  ADJUSTED  
 GY1005  ___________________________________________________________________
 GY1005  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GY1005  DYNAMIC HT  -         353.855 (meters)    1160.94  (feet)  COMP
 GY1005  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 GY1005
 GY1005  VERT ORDER  -  FIRST     CLASS I
 GY1005
 GY1005.The horizontal coordinates were scaled from a topographic map and have
 GY1005.an estimated accuracy of +/- 6 seconds.
 GY1005
 GY1005.The orthometric height was determined by differential leveling
 GY1005.and adjusted by the National Geodetic Survey in June 1991..
 GY1005
 GY1005.The geoid height was determined by GEOID03.
 GY1005
 GY1005.The dynamic height is computed by dividing the NAVD 88
 GY1005.geopotential number by the normal gravity value computed on the
 GY1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1005.degrees latitude (g = 980.6199 gals.).
 GY1005
 GY1005.The modeled gravity was interpolated from observed gravity values.
 GY1005
 GY1005;                    North         East    Units  Estimated Accuracy
 GY1005;SPC KY1Z     - 1,090,700.    1,761,680.      MT  (+/- 180 meters Scaled)
 GY1005
 GY1005                          SUPERSEDED SURVEY CONTROL
 GY1005
 GY1005  NGVD 29 (??/??/92)  354.308  (m)         1162.43   (f) ADJ UNCH    1 1
 GY1005
 GY1005.Superseded values are not recommended for survey control.
 GY1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1005.See file dsdata.txt to determine how the superseded data were derived.
 GY1005
 GY1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB396089(NAD 83)
 GY1005_MARKER: DB = BENCH MARK DISK
 GY1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1005_STAMPING: A 29 1934 1162.425
 GY1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1005+STABILITY: SURFACE MOTION
 GY1005
 GY1005  HISTORY     - Date     Condition        Report By
 GY1005  HISTORY     - 1934     MONUMENTED       CGS
 GY1005  HISTORY     - 1967     GOOD             NGS
 GY1005
 GY1005                          STATION DESCRIPTION
 GY1005
 GY1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1005'1.3 MI SE FROM WHITESBURG.
 GY1005'ABOUT 1.3 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1005'RAILROAD FROM THE STATION AT WHITESBURG, 11 1/2 POLES SOUTHEAST
 GY1005'OF MILEPOST 285, 90 FEET SOUTHEAST OF THE CROSSING OF THE RAILROAD
 GY1005'AND A ROAD, 33 1/2 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 GY1005'71 FEET SOUTH OF THE SOUTH CORNER OF A CHEVRON SERVICE STATION
 GY1005'WHICH IS ALONG STATE HIGHWAY 15, 39 FEET NORTHWEST OF THE NORTHWEST
 GY1005'CORNER OF A BRICK HOUSE, 21 1/2 FEET WEST OF A 15-INCH ELM TREE,
 GY1005'5 1/2 FEET NORTHWEST OF POWER POLE NUMBER 449-164, 2.4 FEET
 GY1005'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 GY1005'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST 6 INCHES BELOW
 GY1005'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1473 ***********************************************************************
 GA1473  DESIGNATION -  A 290
 GA1473  PID         -  GA1473
 GA1473  STATE/COUNTY-  KY/HARLAN
 GA1473  USGS QUAD   -  NOLANSBURG (1978)
 GA1473
 GA1473                         *CURRENT SURVEY CONTROL
 GA1473  ___________________________________________________________________
 GA1473* NAD 83(1986)-  36 54 57.     (N)    083 11 29.     (W)     SCALED    
 GA1473* NAVD 88     -       390.158  (meters)    1280.04   (feet)  ADJUSTED  
 GA1473  ___________________________________________________________________
 GA1473  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA1473  DYNAMIC HT  -         389.815 (meters)    1278.92  (feet)  COMP
 GA1473  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 GA1473
 GA1473  VERT ORDER  -  SECOND    CLASS 0
 GA1473
 GA1473.The horizontal coordinates were scaled from a topographic map and have
 GA1473.an estimated accuracy of +/- 6 seconds.
 GA1473
 GA1473.The orthometric height was determined by differential leveling
 GA1473.and adjusted by the National Geodetic Survey in June 1991..
 GA1473
 GA1473.The geoid height was determined by GEOID03.
 GA1473
 GA1473.The dynamic height is computed by dividing the NAVD 88
 GA1473.geopotential number by the normal gravity value computed on the
 GA1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1473.degrees latitude (g = 980.6199 gals.).
 GA1473
 GA1473.The modeled gravity was interpolated from observed gravity values.
 GA1473
 GA1473;                    North         East    Units  Estimated Accuracy
 GA1473;SPC KY1Z     - 1,067,780.    1,727,980.      MT  (+/- 180 meters Scaled)
 GA1473
 GA1473                          SUPERSEDED SURVEY CONTROL
 GA1473
 GA1473  NGVD 29 (??/??/92)  390.291  (m)         1280.48   (f) ADJ UNCH    2 0
 GA1473
 GA1473.Superseded values are not recommended for survey control.
 GA1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1473.See file dsdata.txt to determine how the superseded data were derived.
 GA1473
 GA1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA047877(NAD 83)
 GA1473_MARKER: DB = BENCH MARK DISK
 GA1473_SETTING: 80 = SET IN A BOULDER
 GA1473_STAMPING: A 290 1952 1280.480
 GA1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1473+STABILITY: SURFACE MOTION
 GA1473
 GA1473  HISTORY     - Date     Condition        Report By
 GA1473  HISTORY     - 1952     MONUMENTED       CGS
 GA1473  HISTORY     - 1956     GOOD             NGS
 GA1473
 GA1473                          STATION DESCRIPTION
 GA1473
 GA1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1473'2 MI E FROM PUTNEY.
 GA1473'ABOUT 2.0 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA1473'FROM THE POST OFFICE AT PUTNEY, AT LADEN SIDING, AT THE
 GA1473'JUNCTION OF A PRIVATE ROAD NORTHWEST, IN THE TOP OF THE SOUTH
 GA1473'END OF A LARGE BOULDER, 72 FEET NORTHWEST OF NORTHWEST RAIL OF
 GA1473'MAIN TRACK, 9 FEET NORTHWEST OF CENTER LINE OF THE NORTHEAST LEG
 GA1473'OF PRIVATE ROAD AND ABOUT 20 FEET ABOVE LEVEL OF TRACK.  IT IS
 GA1473'66 FEET WEST NORTHWEST OF THE SOUTHWEST END OF WOODEN BRIDGE,
 GA1473'31 FEET EAST SOUTHEAST OF FORK IN A ROAD NARROW BLACK TOP AND
 GA1473'GRAVEL.
 GA1473
 GA1473                          STATION RECOVERY (1956)
 GA1473
 GA1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1736 ***********************************************************************
 GA1736  DESIGNATION -  A 291
 GA1736  PID         -  GA1736
 GA1736  STATE/COUNTY-  KY/HARLAN
 GA1736  USGS QUAD   -  WALLINS CREEK (1974)
 GA1736
 GA1736                         *CURRENT SURVEY CONTROL
 GA1736  ___________________________________________________________________
 GA1736* NAD 83(1986)-  36 47 52.     (N)    083 24 05.     (W)     SCALED    
 GA1736* NAVD 88     -       379.944  (meters)    1246.53   (feet)  ADJUSTED  
 GA1736  ___________________________________________________________________
 GA1736  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA1736  DYNAMIC HT  -         379.614 (meters)    1245.45  (feet)  COMP
 GA1736  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 GA1736
 GA1736  VERT ORDER  -  SECOND    CLASS 0
 GA1736
 GA1736.The horizontal coordinates were scaled from a topographic map and have
 GA1736.an estimated accuracy of +/- 6 seconds.
 GA1736
 GA1736.The orthometric height was determined by differential leveling
 GA1736.and adjusted by the National Geodetic Survey in June 1991..
 GA1736
 GA1736.The geoid height was determined by GEOID03.
 GA1736
 GA1736.The dynamic height is computed by dividing the NAVD 88
 GA1736.geopotential number by the normal gravity value computed on the
 GA1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1736.degrees latitude (g = 980.6199 gals.).
 GA1736
 GA1736.The modeled gravity was interpolated from observed gravity values.
 GA1736
 GA1736;                    North         East    Units  Estimated Accuracy
 GA1736;SPC KY1Z     - 1,054,190.    1,709,600.      MT  (+/- 180 meters Scaled)
 GA1736
 GA1736                          SUPERSEDED SURVEY CONTROL
 GA1736
 GA1736  NGVD 29 (??/??/92)  380.089  (m)         1247.01   (f) ADJ UNCH    2 0
 GA1736
 GA1736.Superseded values are not recommended for survey control.
 GA1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1736.See file dsdata.txt to determine how the superseded data were derived.
 GA1736
 GA1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA857751(NAD 83)
 GA1736_MARKER: DB = BENCH MARK DISK
 GA1736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1736_SP_SET: ABUTMENT
 GA1736_STAMPING: A 291 1952 1247.009
 GA1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1736
 GA1736  HISTORY     - Date     Condition        Report By
 GA1736  HISTORY     - 1952     MONUMENTED       CGS
 GA1736  HISTORY     - 1957     POOR             NGS
 GA1736
 GA1736                          STATION DESCRIPTION
 GA1736
 GA1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1736'2.2 MI SE FROM WALLINS.
 GA1736'ABOUT 2.25 MILES SOUTHEAST ALONG A SPUR OF THE LOUISVILLE AND
 GA1736'NASHVILLE RAILROAD FROM THE STATION AT WALLINS, ABOUT 0.3 MILE
 GA1736'NORTHWEST OF MILE POST 235, AT A ROAD CROSSING LEADING NORTHEAST TO
 GA1736'THE SCHOOL AT KENTENIA, SET IN THE TOP OF THE SOUTHWEST END OF
 GA1736'THE SOUTHEAST CONCRETE ABUTMENT OF A 20-FOOT WOODEN BRIDGE UNDER
 GA1736'A PRIVATE ROAD WHICH IS PARALLEL TO TRACK, NORTHEAST OF RAILROAD
 GA1736'BRIDGE NO. M 234-6, 6 FEET NORTHEAST OF NORTHEAST RAIL, 10 FEET
 GA1736'SOUTHWEST OF CENTER LINE OF PRIVATE ROAD, 62 FEET SOUTHEAST OF
 GA1736'CENTER OF ROAD CROSSING AND ABOUT 5 FEET BELOW LEVEL OF TRACK.
 GA1736
 GA1736                          STATION RECOVERY (1957)
 GA1736
 GA1736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1736'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1017 ***********************************************************************
 GY1017  DESIGNATION -  A 292
 GY1017  PID         -  GY1017
 GY1017  STATE/COUNTY-  KY/LETCHER
 GY1017  USGS QUAD   -  ROXANA (1976)
 GY1017
 GY1017                         *CURRENT SURVEY CONTROL
 GY1017  ___________________________________________________________________
 GY1017* NAD 83(1986)-  37 00 20.     (N)    082 59 52.     (W)     SCALED    
 GY1017* NAVD 88     -       372.992  (meters)    1223.72   (feet)  ADJUSTED  
 GY1017  ___________________________________________________________________
 GY1017  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GY1017  DYNAMIC HT  -         372.673 (meters)    1222.68  (feet)  COMP
 GY1017  MODELED GRAV-     979,763.9   (mgal)                       NAVD 88
 GY1017
 GY1017  VERT ORDER  -  SECOND    CLASS 0
 GY1017
 GY1017.The horizontal coordinates were scaled from a topographic map and have
 GY1017.an estimated accuracy of +/- 6 seconds.
 GY1017
 GY1017.The orthometric height was determined by differential leveling
 GY1017.and adjusted by the National Geodetic Survey in June 1991..
 GY1017
 GY1017.The geoid height was determined by GEOID03.
 GY1017
 GY1017.The dynamic height is computed by dividing the NAVD 88
 GY1017.geopotential number by the normal gravity value computed on the
 GY1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1017.degrees latitude (g = 980.6199 gals.).
 GY1017
 GY1017.The modeled gravity was interpolated from observed gravity values.
 GY1017
 GY1017;                    North         East    Units  Estimated Accuracy
 GY1017;SPC KY1Z     - 1,078,220.    1,744,930.      MT  (+/- 180 meters Scaled)
 GY1017
 GY1017                          SUPERSEDED SURVEY CONTROL
 GY1017
 GY1017  NGVD 29 (??/??/92)  373.123  (m)         1224.15   (f) ADJ UNCH    2 0
 GY1017
 GY1017.Superseded values are not recommended for survey control.
 GY1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1017.See file dsdata.txt to determine how the superseded data were derived.
 GY1017
 GY1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA222973(NAD 83)
 GY1017_MARKER: DB = BENCH MARK DISK
 GY1017_SETTING: 66 = SET IN ROCK OUTCROP
 GY1017_SP_SET: ROCK LEDGE
 GY1017_STAMPING: A 292 1952 1224.154
 GY1017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1017+STABILITY: POSITION/ELEVATION WELL
 GY1017
 GY1017  HISTORY     - Date     Condition        Report By
 GY1017  HISTORY     - 1952     MONUMENTED       CGS
 GY1017  HISTORY     - 1956     GOOD             NGS
 GY1017
 GY1017                          STATION DESCRIPTION
 GY1017
 GY1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY1017'1.8 MI NE FROM GORDON.
 GY1017'1.85 MILES NORTHEAST ALONG STATE HIGHWAY 160 FROM THE JUNCTION
 GY1017'OF STATE HIGHWAY 463 AND POST OFFICE AT GORDON, IN THE TOP OF A
 GY1017'FLAT LEDGE ON THE SOUTH FACE OF A ROCK BLUFF NORTH OF HIGHWAY,
 GY1017'14 FEET NORTH OF CENTER LINE OF HIGHWAY, 1/2 FOOT NORTHEAST OF
 GY1017'SOUTHWEST CORNER OF LEDGE AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 GY1017
 GY1017                          STATION RECOVERY (1956)
 GY1017
 GY1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0904 ***********************************************************************
 HY0904  DESIGNATION -  A 293
 HY0904  PID         -  HY0904
 HY0904  STATE/COUNTY-  KY/LAWRENCE
 HY0904  USGS QUAD   -  MAZIE (1978)
 HY0904
 HY0904                         *CURRENT SURVEY CONTROL
 HY0904  ___________________________________________________________________
 HY0904* NAD 83(1986)-  38 00 40.     (N)    082 54 22.     (W)     SCALED    
 HY0904* NAVD 88     -       207.792  (meters)     681.73   (feet)  ADJUSTED  
 HY0904  ___________________________________________________________________
 HY0904  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HY0904  DYNAMIC HT  -         207.642 (meters)     681.24  (feet)  COMP
 HY0904  MODELED GRAV-     979,903.8   (mgal)                       NAVD 88
 HY0904
 HY0904  VERT ORDER  -  SECOND    CLASS 0
 HY0904
 HY0904.The horizontal coordinates were scaled from a topographic map and have
 HY0904.an estimated accuracy of +/- 6 seconds.
 HY0904
 HY0904.The orthometric height was determined by differential leveling
 HY0904.and adjusted by the National Geodetic Survey in June 1991..
 HY0904
 HY0904.The geoid height was determined by GEOID03.
 HY0904
 HY0904.The dynamic height is computed by dividing the NAVD 88
 HY0904.geopotential number by the normal gravity value computed on the
 HY0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0904.degrees latitude (g = 980.6199 gals.).
 HY0904
 HY0904.The modeled gravity was interpolated from observed gravity values.
 HY0904
 HY0904;                    North         East    Units  Estimated Accuracy
 HY0904;SPC KY1Z     - 1,190,010.    1,749,690.      MT  (+/- 180 meters Scaled)
 HY0904
 HY0904                          SUPERSEDED SURVEY CONTROL
 HY0904
 HY0904  NGVD 29 (??/??/92)  207.989  (m)          682.38   (f) ADJ UNCH    2 0
 HY0904
 HY0904.Superseded values are not recommended for survey control.
 HY0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0904.See file dsdata.txt to determine how the superseded data were derived.
 HY0904
 HY0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC326087(NAD 83)
 HY0904_MARKER: DB = BENCH MARK DISK
 HY0904_SETTING: 66 = SET IN ROCK OUTCROP
 HY0904_SP_SET: ROCK CUT
 HY0904_STAMPING: A 293 1952 682.377
 HY0904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0904+STABILITY: POSITION/ELEVATION WELL
 HY0904
 HY0904  HISTORY     - Date     Condition        Report By
 HY0904  HISTORY     - 1952     MONUMENTED       CGS
 HY0904  HISTORY     - 1955     GOOD             NGS
 HY0904
 HY0904                          STATION DESCRIPTION
 HY0904
 HY0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0904'4.3 MI W FROM BLAINE.
 HY0904'4.3 MILES WEST ALONG STATE HIGHWAY 32 FROM THE BANK AT BLAINE,
 HY0904'0.5 MILE NORTHEAST OF MARTHA, 0.15 MILE SOUTH OF BARKERS GARAGE,
 HY0904'ON SHORT NORTH-SOUTH TANGENT, IN EAST FACE OF ROCK CUT, DIRECTLY
 HY0904'UNDER AN OVERHANGING LEDGE, 20 FEET WEST OF THE CENTER LINE OF
 HY0904'THE HIGHWAY, 2.5 FEET ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0433 ***********************************************************************
 GY0433  DESIGNATION -  A 294
 GY0433  PID         -  GY0433
 GY0433  STATE/COUNTY-  KY/PIKE
 GY0433  USGS QUAD   -  META (1992)
 GY0433
 GY0433                         *CURRENT SURVEY CONTROL
 GY0433  ___________________________________________________________________
 GY0433* NAD 83(1986)-  37 35 26.     (N)    082 29 21.     (W)     SCALED    
 GY0433* NAVD 88     -       221.707  (meters)     727.38   (feet)  ADJUSTED  
 GY0433  ___________________________________________________________________
 GY0433  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GY0433  DYNAMIC HT  -         221.542 (meters)     726.84  (feet)  COMP
 GY0433  MODELED GRAV-     979,877.3   (mgal)                       NAVD 88
 GY0433
 GY0433  VERT ORDER  -  SECOND    CLASS 0
 GY0433
 GY0433.The horizontal coordinates were scaled from a topographic map and have
 GY0433.an estimated accuracy of +/- 6 seconds.
 GY0433
 GY0433.The orthometric height was determined by differential leveling
 GY0433.and adjusted by the National Geodetic Survey in June 1991..
 GY0433
 GY0433.The geoid height was determined by GEOID03.
 GY0433
 GY0433.The dynamic height is computed by dividing the NAVD 88
 GY0433.geopotential number by the normal gravity value computed on the
 GY0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0433.degrees latitude (g = 980.6199 gals.).
 GY0433
 GY0433.The modeled gravity was interpolated from observed gravity values.
 GY0433
 GY0433;                    North         East    Units  Estimated Accuracy
 GY0433;SPC KY1Z     - 1,144,560.    1,787,910.      MT  (+/- 180 meters Scaled)
 GY0433
 GY0433                          SUPERSEDED SURVEY CONTROL
 GY0433
 GY0433  NGVD 29 (??/??/92)  221.911  (m)          728.05   (f) ADJ UNCH    2 0
 GY0433
 GY0433.Superseded values are not recommended for survey control.
 GY0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0433.See file dsdata.txt to determine how the superseded data were derived.
 GY0433
 GY0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB685614(NAD 83)
 GY0433_MARKER: DB = BENCH MARK DISK
 GY0433_SETTING: 66 = SET IN ROCK OUTCROP
 GY0433_SP_SET: ROCK CUT
 GY0433_STAMPING: A 294 1952 728.053
 GY0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0433+STABILITY: POSITION/ELEVATION WELL
 GY0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0433+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 GY0433
 GY0433  HISTORY     - Date     Condition        Report By
 GY0433  HISTORY     - 1952     MONUMENTED       CGS
 GY0433  HISTORY     - 1956     GOOD             NGS
 GY0433  HISTORY     - 20010626 GOOD             KYDT
 GY0433
 GY0433                          STATION DESCRIPTION
 GY0433
 GY0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0433'0.5 MI NW FROM JOHNS CREEK.
 GY0433'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 304 FROM THE HIGH SCHOOL
 GY0433'AT JOHNS CREEK, 62 YARDS SOUTHEAST OF THE CENTER OF JUNCTION OF
 GY0433'ROAD LEADING NORTHEAST INTO SCOTTS BRANCH, 57 YARDS SOUTHEAST
 GY0433'OF THE NORTHWEST END OF CUT, 15 FEET NORTHEAST OF CENTER OF
 GY0433'HIGHWAY, SET VERTICALLY IN THE SOUTHWEST FACE OF ROCK CUT, ABOUT
 GY0433'1.5 FEET ABOVE LEVEL OF HIGHWAY.
 GY0433
 GY0433                          STATION RECOVERY (2001)
 GY0433
 GY0433'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0433'STATE HIGHWAY 304 NOW KY 194.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1555 ***********************************************************************
 GY1555  DESIGNATION -  A 295
 GY1555  PID         -  GY1555
 GY1555  STATE/COUNTY-  KY/PIKE
 GY1555  USGS QUAD   -  BROAD BOTTOM (1992)
 GY1555
 GY1555                         *CURRENT SURVEY CONTROL
 GY1555  ___________________________________________________________________
 GY1555* NAD 83(1986)-  37 31 55.     (N)    082 34 27.     (W)     SCALED    
 GY1555* NAVD 88     -       205.404  (meters)     673.90   (feet)  ADJUSTED  
 GY1555  ___________________________________________________________________
 GY1555  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GY1555  DYNAMIC HT  -         205.248 (meters)     673.38  (feet)  COMP
 GY1555  MODELED GRAV-     979,868.8   (mgal)                       NAVD 88
 GY1555
 GY1555  VERT ORDER  -  SECOND    CLASS 0
 GY1555
 GY1555.The horizontal coordinates were scaled from a topographic map and have
 GY1555.an estimated accuracy of +/- 6 seconds.
 GY1555
 GY1555.The orthometric height was determined by differential leveling
 GY1555.and adjusted by the National Geodetic Survey in June 1991..
 GY1555
 GY1555.The geoid height was determined by GEOID03.
 GY1555
 GY1555.The dynamic height is computed by dividing the NAVD 88
 GY1555.geopotential number by the normal gravity value computed on the
 GY1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1555.degrees latitude (g = 980.6199 gals.).
 GY1555
 GY1555.The modeled gravity was interpolated from observed gravity values.
 GY1555
 GY1555;                    North         East    Units  Estimated Accuracy
 GY1555;SPC KY1Z     - 1,137,800.    1,780,630.      MT  (+/- 180 meters Scaled)
 GY1555
 GY1555                          SUPERSEDED SURVEY CONTROL
 GY1555
 GY1555  NGVD 29 (??/??/92)  205.606  (m)          674.56   (f) ADJ UNCH    2 0
 GY1555
 GY1555.Superseded values are not recommended for survey control.
 GY1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1555.See file dsdata.txt to determine how the superseded data were derived.
 GY1555
 GY1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB609550(NAD 83)
 GY1555_MARKER: DB = BENCH MARK DISK
 GY1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1555_STAMPING: A 295 1952 674.559
 GY1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1555+STABILITY: SURFACE MOTION
 GY1555
 GY1555  HISTORY     - Date     Condition        Report By
 GY1555  HISTORY     - 1952     MONUMENTED       CGS
 GY1555  HISTORY     - 1956     GOOD             NGS
 GY1555  HISTORY     - 20010612 MARK NOT FOUND   KYDT
 GY1555
 GY1555                          STATION DESCRIPTION
 GY1555
 GY1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1555'0.2 NE FROM WAGNER.
 GY1555'0.1 MILE SOUTH ALONG U.S. HIGHWAYS 23 AND 460 AND STATE HIGHWAY 80
 GY1555'FROM THE EAST END OF FOOT BRIDGE OVER LEVISA FORK OF BIG SANDY
 GY1555'RIVER AT WAGNER, THENCE 0.15 MILE NORTHEAST ALONG BLACK TOP
 GY1555'ROAD UP COWPEN CREEK, 19 FEET SOUTHEAST OF CENTER LINE OF ROAD,
 GY1555'42 FEET SOUTHWEST OF POWER POLE NO. 1127-100, 15 FEET WEST OF
 GY1555'CENTER OF A CONCRETE CAPPED GAS WELL, 4 FEET NORTHWEST OF A WIRE
 GY1555'FENCE, 2 FEET NORTHWEST OF A WHITE WITNESS POST, ABOUT LEVEL WITH
 GY1555'THE ROAD.  NOTE-- MARK IS REACHED FROM THE CHESAPEAKE AND OHIO
 GY1555'RAILROAD STATION AT WAGNER BY GOING 0.4 MILE EAST ALONG STREETS
 GY1555'AND FOOT BRIDGE TO STATE HIGHWAY 80, THENCE 0.1 MILE SOUTH ALONG
 GY1555'HIGHWAY 80, THENCE 0.15 MILE NORTHEAST ALONG BLACK TOP ROAD UP
 GY1555'COWPEN CREEK.
 GY1555
 GY1555                          STATION RECOVERY (2001)
 GY1555
 GY1555'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0174 ***********************************************************************
 GY0174  DESIGNATION -  A 296
 GY0174  PID         -  GY0174
 GY0174  STATE/COUNTY-  KY/PIKE
 GY0174  USGS QUAD   -  BELFRY (1992)
 GY0174
 GY0174                         *CURRENT SURVEY CONTROL
 GY0174  ___________________________________________________________________
 GY0174* NAD 83(1986)-  37 37 14.     (N)    082 21 12.     (W)     SCALED    
 GY0174* NAVD 88     -       228.836  (meters)     750.77   (feet)  ADJUSTED  
 GY0174  ___________________________________________________________________
 GY0174  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GY0174  DYNAMIC HT  -         228.665 (meters)     750.21  (feet)  COMP
 GY0174  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 GY0174
 GY0174  VERT ORDER  -  SECOND    CLASS 0
 GY0174
 GY0174.The horizontal coordinates were scaled from a topographic map and have
 GY0174.an estimated accuracy of +/- 6 seconds.
 GY0174
 GY0174.The orthometric height was determined by differential leveling
 GY0174.and adjusted by the National Geodetic Survey in June 1991..
 GY0174
 GY0174.The geoid height was determined by GEOID03.
 GY0174
 GY0174.The dynamic height is computed by dividing the NAVD 88
 GY0174.geopotential number by the normal gravity value computed on the
 GY0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0174.degrees latitude (g = 980.6199 gals.).
 GY0174
 GY0174.The modeled gravity was interpolated from observed gravity values.
 GY0174
 GY0174;                    North         East    Units  Estimated Accuracy
 GY0174;SPC KY1Z     - 1,148,320.    1,799,780.      MT  (+/- 180 meters Scaled)
 GY0174
 GY0174                          SUPERSEDED SURVEY CONTROL
 GY0174
 GY0174  NGVD 29 (??/??/92)  229.061  (m)          751.51   (f) ADJ UNCH    2 0
 GY0174
 GY0174.Superseded values are not recommended for survey control.
 GY0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0174.See file dsdata.txt to determine how the superseded data were derived.
 GY0174
 GY0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB805645(NAD 83)
 GY0174_MARKER: DB = BENCH MARK DISK
 GY0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0174_SP_SET: CULVERT
 GY0174_STAMPING: A 296 1952 751.511
 GY0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0174+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 GY0174
 GY0174  HISTORY     - Date     Condition        Report By
 GY0174  HISTORY     - 1952     MONUMENTED       CGS
 GY0174  HISTORY     - 1956     GOOD             NGS
 GY0174  HISTORY     - 1981     GOOD             NGS
 GY0174  HISTORY     - 20010626 GOOD             KYDT
 GY0174
 GY0174                          STATION DESCRIPTION
 GY0174
 GY0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0174'AT SIDNEY.
 GY0174'AT SIDNEY, ALONG U.S. HIGHWAY 119, ABOUT 90 YARDS EAST OF A POST
 GY0174'OFFICE, 75 YARDS EAST OF BEVEINS SCHOOL, IN THE TOP OF THE WEST
 GY0174'END OF THE NORTH CONCRETE HEAD WALL OF A 5-FOOT CONCRETE AND
 GY0174'STONE CULVERT FOR A SMALL CREEK, 11.5 FEET NORTH OF CENTER LINE
 GY0174'OF HIGHWAY, 1 1/2 FEET EAST OF WEST END OF HEAD WALL AND ABOUT
 GY0174'LEVEL WITH HIGHWAY.
 GY0174
 GY0174                          STATION RECOVERY (1981)
 GY0174
 GY0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GY0174'RECOVERED IN GOOD CONDITION.
 GY0174
 GY0174                          STATION RECOVERY (2001)
 GY0174
 GY0174'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0712 ***********************************************************************
 GY0712  DESIGNATION -  A 297
 GY0712  PID         -  GY0712
 GY0712  STATE/COUNTY-  KY/PIKE
 GY0712  USGS QUAD   -  MILLARD (1978)
 GY0712
 GY0712                         *CURRENT SURVEY CONTROL
 GY0712  ___________________________________________________________________
 GY0712* NAD 83(1986)-  37 24 30.     (N)    082 26 25.     (W)     SCALED    
 GY0712* NAVD 88     -       215.953  (meters)     708.51   (feet)  ADJUSTED  
 GY0712  ___________________________________________________________________
 GY0712  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GY0712  DYNAMIC HT  -         215.786 (meters)     707.96  (feet)  COMP
 GY0712  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 GY0712
 GY0712  VERT ORDER  -  SECOND    CLASS 0
 GY0712
 GY0712.The horizontal coordinates were scaled from a topographic map and have
 GY0712.an estimated accuracy of +/- 6 seconds.
 GY0712
 GY0712.The orthometric height was determined by differential leveling
 GY0712.and adjusted by the National Geodetic Survey in June 1991..
 GY0712
 GY0712.The geoid height was determined by GEOID03.
 GY0712
 GY0712.The dynamic height is computed by dividing the NAVD 88
 GY0712.geopotential number by the normal gravity value computed on the
 GY0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0712.degrees latitude (g = 980.6199 gals.).
 GY0712
 GY0712.The modeled gravity was interpolated from observed gravity values.
 GY0712
 GY0712;                    North         East    Units  Estimated Accuracy
 GY0712;SPC KY1Z     - 1,124,500.    1,792,940.      MT  (+/- 180 meters Scaled)
 GY0712
 GY0712                          SUPERSEDED SURVEY CONTROL
 GY0712
 GY0712  NGVD 29 (??/??/92)  216.156  (m)          709.17   (f) ADJ UNCH    2 0
 GY0712
 GY0712.Superseded values are not recommended for survey control.
 GY0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0712.See file dsdata.txt to determine how the superseded data were derived.
 GY0712
 GY0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB725411(NAD 83)
 GY0712_MARKER: DB = BENCH MARK DISK
 GY0712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0712_SP_SET: BRIDGE
 GY0712_STAMPING: A 297 1952 709.172
 GY0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0712
 GY0712  HISTORY     - Date     Condition        Report By
 GY0712  HISTORY     - 1952     MONUMENTED       CGS
 GY0712  HISTORY     - 1956     GOOD             NGS
 GY0712  HISTORY     - 20020724 POOR             KYDT
 GY0712
 GY0712                          STATION DESCRIPTION
 GY0712
 GY0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0712'AT MILLARD.
 GY0712'AT MILLARD, 0.1 MILE SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY
 GY0712'460 AND STATE HIGHWAY 80, SET IN THE TOP OF THE NORTHWEST END
 GY0712'OF BRIDGE SEAT OF NORTHEAST ABUTMENT OF CHESAPEAKE AND OHIO
 GY0712'RAILROAD BRIDGE OVER LEVISA FORK OF BIG SANDY RIVER AT THE MOUTH
 GY0712'OF RUSSEL FORK, 9.4 FEET NORTHWEST OF NORTHWEST RAIL, 59 FEET
 GY0712'SOUTHEAST OF CENTER LINE OF U.S. HIGHWAY 460 AND ABOUT 2 FEET
 GY0712'BELOW LEVEL OF TRACK.
 GY0712
 GY0712                          STATION RECOVERY (2002)
 GY0712
 GY0712'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0712'MARK FOUND MUTILATED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0502 ***********************************************************************
 GY0502  DESIGNATION -  A 298 RESET
 GY0502  PID         -  GY0502
 GY0502  STATE/COUNTY-  KY/PIKE
 GY0502  USGS QUAD   -  BELFRY (1992)
 GY0502
 GY0502                         *CURRENT SURVEY CONTROL
 GY0502  ___________________________________________________________________
 GY0502* NAD 83(1986)-  37 30 58.     (N)    082 21 40.     (W)     SCALED    
 GY0502* NAVD 88     -       269.73   (meters)     884.9    (feet)  RESET     
 GY0502  ___________________________________________________________________
 GY0502  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GY0502
 GY0502  VERT ORDER  -  THIRD
 GY0502
 GY0502.The horizontal coordinates were scaled from a topographic map and have
 GY0502.an estimated accuracy of +/- 6 seconds.
 GY0502
 GY0502.The orthometric height was computed from unverified reset data.
 GY0502.No vertical observational check was made to the station.
 GY0502
 GY0502.The geoid height was determined by GEOID03.
 GY0502
 GY0502;                    North         East    Units  Estimated Accuracy
 GY0502;SPC KY1Z     - 1,136,710.    1,799,510.      MT  (+/- 180 meters Scaled)
 GY0502
 GY0502                          SUPERSEDED SURVEY CONTROL
 GY0502
 GY0502  NGVD 29 (??/??/??)  269.93   (m)          885.6    (f) RESET       3  
 GY0502
 GY0502.Superseded values are not recommended for survey control.
 GY0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0502.See file dsdata.txt to determine how the superseded data were derived.
 GY0502
 GY0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB797529(NAD 83)
 GY0502_MARKER: DB = BENCH MARK DISK
 GY0502_SETTING: 66 = SET IN ROCK OUTCROP
 GY0502_SP_SET: ROCK LEDGE
 GY0502_STAMPING: A 298 RESET 1956 885.611
 GY0502_MARK LOGO: CGS   
 GY0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0502+STABILITY: POSITION/ELEVATION WELL
 GY0502
 GY0502  HISTORY     - Date     Condition        Report By
 GY0502  HISTORY     - 1956     MONUMENTED       CGS
 GY0502  HISTORY     - 1956     GOOD             CGS
 GY0502
 GY0502                          STATION DESCRIPTION
 GY0502
 GY0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GY0502'0.4 MI NW FROM KIMPER.
 GY0502'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 632 FROM THE HURRICANE
 GY0502'SCHOOL AT KIMPER, AT THE GARRET A. DUSKIN STORE, SET IN THE TOP
 GY0502'OF A SMALL ROCK LEDGE, 47.0 FEET WEST OF THE CENTER OF HIGHWAY,
 GY0502'32.2 FEET NORTH OF THE NORTHWEST CORNER OF THE STORE, 16 FEET
 GY0502'WEST OF A GAS PUMP, 4.5 FEET NORTH OF THE EXTENDED LINE OF SOUTH
 GY0502'WALL OF THE DESKINS HOME THAT IS ON TOP OF SMALL KNOLL, 2 FEET
 GY0502'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0704 ***********************************************************************
 GY0704  DESIGNATION -  A 299
 GY0704  PID         -  GY0704
 GY0704  STATE/COUNTY-  KY/PIKE
 GY0704  USGS QUAD   -  LICK CREEK (1978)
 GY0704
 GY0704                         *CURRENT SURVEY CONTROL
 GY0704  ___________________________________________________________________
 GY0704* NAD 83(1986)-  37 28 40.     (N)    082 17 13.     (W)     SCALED    
 GY0704* NAVD 88     -       339.978  (meters)    1115.41   (feet)  ADJUSTED  
 GY0704  ___________________________________________________________________
 GY0704  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY0704  DYNAMIC HT  -         339.713 (meters)    1114.54  (feet)  COMP
 GY0704  MODELED GRAV-     979,840.0   (mgal)                       NAVD 88
 GY0704
 GY0704  VERT ORDER  -  SECOND    CLASS 0
 GY0704
 GY0704.The horizontal coordinates were scaled from a topographic map and have
 GY0704.an estimated accuracy of +/- 6 seconds.
 GY0704
 GY0704.The orthometric height was determined by differential leveling
 GY0704.and adjusted by the National Geodetic Survey in June 1991..
 GY0704
 GY0704.The geoid height was determined by GEOID03.
 GY0704
 GY0704.The dynamic height is computed by dividing the NAVD 88
 GY0704.geopotential number by the normal gravity value computed on the
 GY0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0704.degrees latitude (g = 980.6199 gals.).
 GY0704
 GY0704.The modeled gravity was interpolated from observed gravity values.
 GY0704
 GY0704;                    North         East    Units  Estimated Accuracy
 GY0704;SPC KY1Z     - 1,132,700.    1,806,220.      MT  (+/- 180 meters Scaled)
 GY0704
 GY0704                          SUPERSEDED SURVEY CONTROL
 GY0704
 GY0704  NGVD 29 (??/??/92)  340.179  (m)         1116.07   (f) ADJ UNCH    2 0
 GY0704
 GY0704.Superseded values are not recommended for survey control.
 GY0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0704.See file dsdata.txt to determine how the superseded data were derived.
 GY0704
 GY0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB862486(NAD 83)
 GY0704_MARKER: DB = BENCH MARK DISK
 GY0704_SETTING: 66 = SET IN ROCK OUTCROP
 GY0704_SP_SET: ROCK CUT
 GY0704_STAMPING: A 299 1952 1116.071
 GY0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0704+STABILITY: POSITION/ELEVATION WELL
 GY0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0704+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003
 GY0704
 GY0704  HISTORY     - Date     Condition        Report By
 GY0704  HISTORY     - 1952     MONUMENTED       CGS
 GY0704  HISTORY     - 1956     GOOD             NGS
 GY0704  HISTORY     - 20030415 GOOD             KYDT
 GY0704
 GY0704                          STATION DESCRIPTION
 GY0704
 GY0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0704'7.1 MI NW FROM DUNLAP.
 GY0704'7.1 MILES NORTH AND NORTHWEST ALONG A GRAVEL AND DIRT ROAD AND
 GY0704'JUNCTION OF STATE HIGHWAY 194 AT DUNLAP, 0.6 MILE SOUTHEAST
 GY0704'OF THE JUNCTION OF JOHNS CREEK ROAD, 0.1 MILE NORTHWEST OF A SAW
 GY0704'MILL, SET VERTICALLY IN FACE OF A ROCK CUT, 15 FEET NORTHEAST OF
 GY0704'CENTER OF ROAD, ABOUT 85 YARDS NORTH AND ACROSS ROAD FROM NORTH
 GY0704'CORNER OF A STORE, 115 FEET NORTH AND ACROSS CREEK AND ROAD FROM
 GY0704'POWER POLE NO. 30-59, 35 FEET SOUTHEAST OF NORTHWEST END OF ROCK
 GY0704'CUT AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED
 GY0704'FROM THE SCHOOL AT COLEMAN BY GOING 7.4 MILES WEST ALONG A GRAVEL
 GY0704'ROAD, THENCE 0.6 MILE SOUTHEAST ALONG ROAD TO DUNLAP.
 GY0704
 GY0704                          STATION RECOVERY (2003)
 GY0704
 GY0704'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GY0704'MARK IS NORTHEAST AND ACROSS CREEK AND ROAD FROM MCCOY ELKHORN COAL
 GY0704'CORPORATION SIGN WHICH IS INSIDE OF A CIRCULAR FLOWER BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0597 ***********************************************************************
 HZ0597  DESIGNATION -  A 30
 HZ0597  PID         -  HZ0597
 HZ0597  STATE/COUNTY-  KY/GALLATIN
 HZ0597  USGS QUAD   -  GLENCOE (1969)
 HZ0597
 HZ0597                         *CURRENT SURVEY CONTROL
 HZ0597  ___________________________________________________________________
 HZ0597* NAD 83(1986)-  38 42 12.     (N)    084 50 45.     (W)     SCALED    
 HZ0597* NAVD 88     -       171.077  (meters)     561.28   (feet)  ADJUSTED  
 HZ0597  ___________________________________________________________________
 HZ0597  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ0597  DYNAMIC HT  -         170.967 (meters)     560.91  (feet)  COMP
 HZ0597  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 HZ0597
 HZ0597  VERT ORDER  -  SECOND    CLASS 0
 HZ0597
 HZ0597.The horizontal coordinates were scaled from a topographic map and have
 HZ0597.an estimated accuracy of +/- 6 seconds.
 HZ0597
 HZ0597.The orthometric height was determined by differential leveling
 HZ0597.and adjusted by the National Geodetic Survey in June 1991..
 HZ0597
 HZ0597.The geoid height was determined by GEOID03.
 HZ0597
 HZ0597.The dynamic height is computed by dividing the NAVD 88
 HZ0597.geopotential number by the normal gravity value computed on the
 HZ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0597.degrees latitude (g = 980.6199 gals.).
 HZ0597
 HZ0597.The modeled gravity was interpolated from observed gravity values.
 HZ0597
 HZ0597;                    North         East    Units  Estimated Accuracy
 HZ0597;SPC KY1Z     - 1,263,420.    1,578,650.      MT  (+/- 180 meters Scaled)
 HZ0597
 HZ0597                          SUPERSEDED SURVEY CONTROL
 HZ0597
 HZ0597  NGVD 29 (??/??/92)  171.271  (m)          561.91   (f) ADJ UNCH    2 0
 HZ0597
 HZ0597.Superseded values are not recommended for survey control.
 HZ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0597.See file dsdata.txt to determine how the superseded data were derived.
 HZ0597
 HZ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH873860(NAD 83)
 HZ0597_MARKER: DB = BENCH MARK DISK
 HZ0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0597_SP_SET: SEMAPHORE
 HZ0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0597
 HZ0597  HISTORY     - Date     Condition        Report By
 HZ0597  HISTORY     - UNK      MONUMENTED       CGS
 HZ0597  HISTORY     - 1950     MARK NOT FOUND   NGS
 HZ0597
 HZ0597                          STATION DESCRIPTION
 HZ0597
 HZ0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ0597'1.5 MI SW FROM GLENCOE.
 HZ0597'1.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0597'FROM THE STATION AT GLENCOE, GALLATIN COUNTY, 5 RAILS NORTHEAST
 HZ0597'OF MILEPOST 69, 20 RAILS EAST OF SEMAPHORE 681, 15-1/4 RAILS EAST
 HZ0597'OF A DIRT-ROAD CROSSING, 21 FEET SOUTH OF THE SOUTH RAIL, 27
 HZ0597'FEET NORTH OF THE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1512 ***********************************************************************
 GY1512  DESIGNATION -  A 300
 GY1512  PID         -  GY1512
 GY1512  STATE/COUNTY-  KY/MAGOFFIN
 GY1512  USGS QUAD   -  DAVID (1992)
 GY1512
 GY1512                         *CURRENT SURVEY CONTROL
 GY1512  ___________________________________________________________________
 GY1512* NAD 83(1986)-  37 35 46.     (N)    082 54 25.     (W)     SCALED    
 GY1512* NAVD 88     -       324.439  (meters)    1064.43   (feet)  ADJUSTED  
 GY1512  ___________________________________________________________________
 GY1512  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 GY1512  DYNAMIC HT  -         324.189 (meters)    1063.61  (feet)  COMP
 GY1512  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 GY1512
 GY1512  VERT ORDER  -  SECOND    CLASS 0
 GY1512
 GY1512.The horizontal coordinates were scaled from a topographic map and have
 GY1512.an estimated accuracy of +/- 6 seconds.
 GY1512
 GY1512.The orthometric height was determined by differential leveling
 GY1512.and adjusted by the National Geodetic Survey in June 1991..
 GY1512
 GY1512.The geoid height was determined by GEOID03.
 GY1512
 GY1512.The dynamic height is computed by dividing the NAVD 88
 GY1512.geopotential number by the normal gravity value computed on the
 GY1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1512.degrees latitude (g = 980.6199 gals.).
 GY1512
 GY1512.The modeled gravity was interpolated from observed gravity values.
 GY1512
 GY1512;                    North         East    Units  Estimated Accuracy
 GY1512;SPC KY1Z     - 1,143,970.    1,751,020.      MT  (+/- 180 meters Scaled)
 GY1512
 GY1512                          SUPERSEDED SURVEY CONTROL
 GY1512
 GY1512  NGVD 29 (??/??/92)  324.635  (m)         1065.07   (f) ADJ UNCH    2 0
 GY1512
 GY1512.Superseded values are not recommended for survey control.
 GY1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1512.See file dsdata.txt to determine how the superseded data were derived.
 GY1512
 GY1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB316627(NAD 83)
 GY1512_MARKER: DB = BENCH MARK DISK
 GY1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1512_STAMPING: A 300 1952 1065.073
 GY1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1512+STABILITY: SURFACE MOTION
 GY1512
 GY1512  HISTORY     - Date     Condition        Report By
 GY1512  HISTORY     - 1952     MONUMENTED       CGS
 GY1512  HISTORY     - 1956     POOR             NGS
 GY1512
 GY1512                          STATION DESCRIPTION
 GY1512
 GY1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1512'2.2 MI W FROM DAVID.
 GY1512'2.25 MILES WEST ALONG STATE HIGHWAY 404 FROM THE POST OFFICE AND
 GY1512'MINE COMMISSARY AT DAVID, 0.55 MILE SOUTHWEST OF THE TOP OF A
 GY1512'GRADE, ABOUT 130 YARDS NORTHEAST OF A 40-FOOT CONCRETE BRIDGE
 GY1512'OVER HOWARD BRANCH, 35 FEET SOUTHEAST OF THE CENTER OF ROAD,
 GY1512'50 FEET SOUTHWEST OF THE SOUTHEAST END OF A CONCRETE CULVERT,
 GY1512'5 FEET SOUTHWEST OF THE WEST CORNER OF A HOUSE WITH IMITATION
 GY1512'BRICK SIDING, ABOUT LEVEL WITH ROAD, AND SET IN THE TOP OF A
 GY1512'CONCRETE POST ABOUT 3 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1682 ***********************************************************************
 GY1682  DESIGNATION -  A 302
 GY1682  PID         -  GY1682
 GY1682  STATE/COUNTY-  KY/JOHNSON
 GY1682  USGS QUAD   -  SITKA (1992)
 GY1682
 GY1682                         *CURRENT SURVEY CONTROL
 GY1682  ___________________________________________________________________
 GY1682* NAD 83(1986)-  37 55 49.     (N)    082 51 26.     (W)     SCALED    
 GY1682* NAVD 88     -       264.798  (meters)     868.76   (feet)  ADJUSTED  
 GY1682  ___________________________________________________________________
 GY1682  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GY1682  DYNAMIC HT  -         264.604 (meters)     868.12  (feet)  COMP
 GY1682  MODELED GRAV-     979,889.0   (mgal)                       NAVD 88
 GY1682
 GY1682  VERT ORDER  -  SECOND    CLASS 0
 GY1682
 GY1682.The horizontal coordinates were scaled from a topographic map and have
 GY1682.an estimated accuracy of +/- 6 seconds.
 GY1682
 GY1682.The orthometric height was determined by differential leveling
 GY1682.and adjusted by the National Geodetic Survey in June 1991..
 GY1682
 GY1682.The geoid height was determined by GEOID03.
 GY1682
 GY1682.The dynamic height is computed by dividing the NAVD 88
 GY1682.geopotential number by the normal gravity value computed on the
 GY1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1682.degrees latitude (g = 980.6199 gals.).
 GY1682
 GY1682.The modeled gravity was interpolated from observed gravity values.
 GY1682
 GY1682;                    North         East    Units  Estimated Accuracy
 GY1682;SPC KY1Z     - 1,181,170.    1,754,260.      MT  (+/- 180 meters Scaled)
 GY1682
 GY1682                          SUPERSEDED SURVEY CONTROL
 GY1682
 GY1682  NGVD 29 (??/??/92)  265.00   (m)          869.4    (f) COMPUTED    2 0
 GY1682
 GY1682.Superseded values are not recommended for survey control.
 GY1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1682.See file dsdata.txt to determine how the superseded data were derived.
 GY1682
 GY1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB367997(NAD 83)
 GY1682_MARKER: DB = BENCH MARK DISK
 GY1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1682_STAMPING: A 302 1952 869.414
 GY1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1682+STABILITY: SURFACE MOTION
 GY1682
 GY1682  HISTORY     - Date     Condition        Report By
 GY1682  HISTORY     - 1952     MONUMENTED       CGS
 GY1682  HISTORY     - 1955     GOOD             NGS
 GY1682
 GY1682                          STATION DESCRIPTION
 GY1682
 GY1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1682'2 MI E FROM FLATGAP.
 GY1682'1.55 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 GY1682'STATE HIGHWAY 689 AT FLATGAP, THENCE 0.4 MILE NORTHEAST ALONG A
 GY1682'GRAVEL AND DIRT ROAD, ABOUT 0.2 MILE SOUTHWEST OF JUNCTION OF A
 GY1682'TRAIL LEADING SOUTHEAST, 21 FEET WEST OF CENTER OF ROAD, 74 FEET
 GY1682'NORTH NORTHEAST OF NORTHEAST CORNER OF AN UNPAINTED HOUSE, 39 1/2
 GY1682'FEET WEST AND ACROSS ROAD FROM THE SOUTHWEST CORNER OF A BARN AND
 GY1682'ABOUT IN LINE WITH THE EXTENDED LINE OF THE SOUTH FACE OF BARN,
 GY1682'15 FEET NORTHWEST OF WEST END OF A 24-INCH PIPE CULVERT, 1 FOOT
 GY1682'EAST OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WITNESS POST,
 GY1682'ABOUT 2 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM
 GY1682'KERZ BY GOING 0.3 MILE SOUTH ALONG A GRAVEL ROAD FROM ROAD
 GY1682'JUNCTION AND SUGAR GROVE BAPTIST CHURCH, THENCE 1.0 MILE SOUTHWEST
 GY1682'ALONG A DIRT ROAD UP DANIELS BRANCH, 0.65 MILE NORTHWEST ALONG A
 GY1682'TRAIL, THENCE 0.2 MILE SOUTHWEST ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1687 ***********************************************************************
 GY1687  DESIGNATION -  A 303
 GY1687  PID         -  GY1687
 GY1687  STATE/COUNTY-  KY/LAWRENCE
 GY1687  USGS QUAD   -  SITKA (1992)
 GY1687
 GY1687                         *CURRENT SURVEY CONTROL
 GY1687  ___________________________________________________________________
 GY1687* NAD 83(1986)-  37 57 10.     (N)    082 48 14.     (W)     SCALED    
 GY1687* NAVD 88     -       265.748  (meters)     871.87   (feet)  ADJUSTED  
 GY1687  ___________________________________________________________________
 GY1687  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 GY1687  DYNAMIC HT  -         265.554 (meters)     871.24  (feet)  COMP
 GY1687  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 GY1687
 GY1687  VERT ORDER  -  SECOND    CLASS 0
 GY1687
 GY1687.The horizontal coordinates were scaled from a topographic map and have
 GY1687.an estimated accuracy of +/- 6 seconds.
 GY1687
 GY1687.The orthometric height was determined by differential leveling
 GY1687.and adjusted by the National Geodetic Survey in June 1991..
 GY1687
 GY1687.The geoid height was determined by GEOID03.
 GY1687
 GY1687.The dynamic height is computed by dividing the NAVD 88
 GY1687.geopotential number by the normal gravity value computed on the
 GY1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1687.degrees latitude (g = 980.6199 gals.).
 GY1687
 GY1687.The modeled gravity was interpolated from observed gravity values.
 GY1687
 GY1687;                    North         East    Units  Estimated Accuracy
 GY1687;SPC KY1Z     - 1,183,820.    1,758,860.      MT  (+/- 180 meters Scaled)
 GY1687
 GY1687                          SUPERSEDED SURVEY CONTROL
 GY1687
 GY1687  NGVD 29 (??/??/92)  265.95   (m)          872.5    (f) COMPUTED    2 0
 GY1687
 GY1687.Superseded values are not recommended for survey control.
 GY1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1687.See file dsdata.txt to determine how the superseded data were derived.
 GY1687
 GY1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC415021(NAD 83)
 GY1687_MARKER: DB = BENCH MARK DISK
 GY1687_SETTING: 66 = SET IN ROCK OUTCROP
 GY1687_SP_SET: ROCK CUT
 GY1687_STAMPING: A 303 1952 872.544
 GY1687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1687+STABILITY: POSITION/ELEVATION WELL
 GY1687
 GY1687  HISTORY     - Date     Condition        Report By
 GY1687  HISTORY     - 1952     MONUMENTED       CGS
 GY1687  HISTORY     - 1955     GOOD             NGS
 GY1687
 GY1687                          STATION DESCRIPTION
 GY1687
 GY1687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1687'1.6 MI NE FROM CHANDLERVILLE.
 GY1687'0.9 MILE NORTH ALONG A DIRT ROAD FROM CHANDLERVILLE SCHOOL, THENCE
 GY1687'0.75 MILE NORTHEAST ALONG A ROUGH DIRT ROAD, SET VERTICALLY IN
 GY1687'THE EAST FACE OF A SANDSTONE LEDGE IN CUT, 230 FEET SOUTH SOUTHWEST
 GY1687'OF SOUTH CORNER OF AN UNPAINTED HOUSE OWNED BY MR. JUSTICE, 24
 GY1687'FEET NORTH OF SOUTH END OF LEDGE, 11 FEET WEST OF THE CENTER OF
 GY1687'ROAD, ABOUT 4.5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1714 ***********************************************************************
 GY1714  DESIGNATION -  A 304
 GY1714  PID         -  GY1714
 GY1714  STATE/COUNTY-  KY/JOHNSON
 GY1714  USGS QUAD   -  SITKA (1992)
 GY1714
 GY1714                         *CURRENT SURVEY CONTROL
 GY1714  ___________________________________________________________________
 GY1714* NAD 83(1986)-  37 54 43.     (N)    082 45 54.     (W)     SCALED    
 GY1714* NAVD 88     -       212.697  (meters)     697.82   (feet)  ADJUSTED  
 GY1714  ___________________________________________________________________
 GY1714  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GY1714  DYNAMIC HT  -         212.539 (meters)     697.30  (feet)  COMP
 GY1714  MODELED GRAV-     979,884.0   (mgal)                       NAVD 88
 GY1714
 GY1714  VERT ORDER  -  SECOND    CLASS 0
 GY1714
 GY1714.The horizontal coordinates were scaled from a topographic map and have
 GY1714.an estimated accuracy of +/- 6 seconds.
 GY1714
 GY1714.The orthometric height was determined by differential leveling
 GY1714.and adjusted by the National Geodetic Survey in June 1991..
 GY1714
 GY1714.The geoid height was determined by GEOID03.
 GY1714
 GY1714.The dynamic height is computed by dividing the NAVD 88
 GY1714.geopotential number by the normal gravity value computed on the
 GY1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1714.degrees latitude (g = 980.6199 gals.).
 GY1714
 GY1714.The modeled gravity was interpolated from observed gravity values.
 GY1714
 GY1714;                    North         East    Units  Estimated Accuracy
 GY1714;SPC KY1Z     - 1,179,400.    1,762,420.      MT  (+/- 180 meters Scaled)
 GY1714
 GY1714                          SUPERSEDED SURVEY CONTROL
 GY1714
 GY1714  NGVD 29 (??/??/92)  212.90   (m)          698.5    (f) COMPUTED    2 0
 GY1714
 GY1714.Superseded values are not recommended for survey control.
 GY1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1714.See file dsdata.txt to determine how the superseded data were derived.
 GY1714
 GY1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB448975(NAD 83)
 GY1714_MARKER: DB = BENCH MARK DISK
 GY1714_SETTING: 66 = SET IN ROCK OUTCROP
 GY1714_SP_SET: ROCK LEDGE
 GY1714_STAMPING: A 304 1952 698.486
 GY1714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1714+STABILITY: POSITION/ELEVATION WELL
 GY1714
 GY1714  HISTORY     - Date     Condition        Report By
 GY1714  HISTORY     - 1952     MONUMENTED       CGS
 GY1714  HISTORY     - 1955     GOOD             NGS
 GY1714  HISTORY     - 1971     MARK NOT FOUND   NGS
 GY1714
 GY1714                          STATION DESCRIPTION
 GY1714
 GY1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1714'2.3 MI SW FROM LOWMANSVILLE.
 GY1714'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 23 FROM THE SCHOOL AT
 GY1714'LOWMANSVILLE, 57 FEET NORTH NORTHEAST OF CENTER OF JUNCTION OF
 GY1714'DRIVEWAY SOUTH TO SAW MILL SITE, IN THE TOP OF A ROCK LEDGE
 GY1714'PROJECTING OUT OF ROCK CUT, 22 FEET SOUTHWEST OF THE NORTHEAST
 GY1714'END OF LEDGE, 22 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY,
 GY1714'AND ACROSS HIGHWAY FROM A LONG NARROW HOUSE, ABOUT 3.5 FEET
 GY1714'ABOVE LEVEL OF HIGHWAY.
 GY1714
 GY1714                          STATION RECOVERY (1971)
 GY1714
 GY1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GY1714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2061 ***********************************************************************
 GY2061  DESIGNATION -  A 305
 GY2061  PID         -  GY2061
 GY2061  STATE/COUNTY-  KY/KNOTT
 GY2061  USGS QUAD   -  CARRIE (1992)
 GY2061
 GY2061                         *CURRENT SURVEY CONTROL
 GY2061  ___________________________________________________________________
 GY2061* NAD 83(1986)-  37 20 21.     (N)    083 06 24.     (W)     SCALED    
 GY2061* NAVD 88     -       278.090  (meters)     912.37   (feet)  ADJUSTED  
 GY2061  ___________________________________________________________________
 GY2061  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GY2061  DYNAMIC HT  -         277.869 (meters)     911.64  (feet)  COMP
 GY2061  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 GY2061
 GY2061  VERT ORDER  -  SECOND    CLASS 0
 GY2061
 GY2061.The horizontal coordinates were scaled from a topographic map and have
 GY2061.an estimated accuracy of +/- 6 seconds.
 GY2061
 GY2061.The orthometric height was determined by differential leveling
 GY2061.and adjusted by the National Geodetic Survey in June 1991..
 GY2061
 GY2061.The geoid height was determined by GEOID03.
 GY2061
 GY2061.The dynamic height is computed by dividing the NAVD 88
 GY2061.geopotential number by the normal gravity value computed on the
 GY2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2061.degrees latitude (g = 980.6199 gals.).
 GY2061
 GY2061.The modeled gravity was interpolated from observed gravity values.
 GY2061
 GY2061;                    North         East    Units  Estimated Accuracy
 GY2061;SPC KY1Z     - 1,114,950.    1,734,200.      MT  (+/- 180 meters Scaled)
 GY2061
 GY2061                          SUPERSEDED SURVEY CONTROL
 GY2061
 GY2061  NGVD 29 (??/??/92)  278.255  (m)          912.91   (f) ADJ UNCH    2 0
 GY2061
 GY2061.Superseded values are not recommended for survey control.
 GY2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2061.See file dsdata.txt to determine how the superseded data were derived.
 GY2061
 GY2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB133345(NAD 83)
 GY2061_MARKER: DB = BENCH MARK DISK
 GY2061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2061_SP_SET: CULVERT
 GY2061_STAMPING: A 305 1952 912.908
 GY2061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2061+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1996
 GY2061
 GY2061  HISTORY     - Date     Condition        Report By
 GY2061  HISTORY     - 1952     MONUMENTED       CGS
 GY2061  HISTORY     - 1956     GOOD             NGS
 GY2061  HISTORY     - 19940610 GOOD             KYDT
 GY2061  HISTORY     - 19960612 GOOD             KYDT
 GY2061
 GY2061                          STATION DESCRIPTION
 GY2061
 GY2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2061'1.8 MI E FROM DWARF.
 GY2061'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 80 FROM THE JUNCTION
 GY2061'OF STATE HIGHWAY 15 AT DWARF, ABOUT 0.5 MILE WEST OF ROAD
 GY2061'JUNCTION AND POST OFFICE AT FISTY, ABOUT 0.7 MILE EAST OF THE
 GY2061'KNOTT-PERRY COUNTY LINE, IN THE TOP OF THE NORTHWEST END OF
 GY2061'THE NORTHEAST CONCRETE HEAD WALL OF A 4-FOOT STONE AND CONCRETE
 GY2061'CULVERT, 21 FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT
 GY2061'2 FEET BELOW LEVEL OF HIGHWAY.
 GY2061
 GY2061                          STATION RECOVERY (1956)
 GY2061
 GY2061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2061'RECOVERED IN GOOD CONDITION.
 GY2061
 GY2061                          STATION RECOVERY (1994)
 GY2061
 GY2061'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY2061'RECOVERED IN GOOD CONDITION.
 GY2061
 GY2061                          STATION RECOVERY (1996)
 GY2061
 GY2061'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2061'KY 80 NOW KY 550 AND KY 15 NOW KY 476.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2228 ***********************************************************************
 GY2228  DESIGNATION -  A 306
 GY2228  PID         -  GY2228
 GY2228  STATE/COUNTY-  KY/BREATHITT
 GY2228  USGS QUAD   -  NOBLE (1976)
 GY2228
 GY2228                         *CURRENT SURVEY CONTROL
 GY2228  ___________________________________________________________________
 GY2228* NAD 83(1986)-  37 27 20.     (N)    083 09 10.     (W)     SCALED    
 GY2228* NAVD 88     -       256.908  (meters)     842.87   (feet)  ADJUSTED  
 GY2228  ___________________________________________________________________
 GY2228  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GY2228  DYNAMIC HT  -         256.708 (meters)     842.22  (feet)  COMP
 GY2228  MODELED GRAV-     979,844.1   (mgal)                       NAVD 88
 GY2228
 GY2228  VERT ORDER  -  SECOND    CLASS 0
 GY2228
 GY2228.The horizontal coordinates were scaled from a topographic map and have
 GY2228.an estimated accuracy of +/- 6 seconds.
 GY2228
 GY2228.The orthometric height was determined by differential leveling
 GY2228.and adjusted by the National Geodetic Survey in June 1991..
 GY2228
 GY2228.The geoid height was determined by GEOID03.
 GY2228
 GY2228.The dynamic height is computed by dividing the NAVD 88
 GY2228.geopotential number by the normal gravity value computed on the
 GY2228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2228.degrees latitude (g = 980.6199 gals.).
 GY2228
 GY2228.The modeled gravity was interpolated from observed gravity values.
 GY2228
 GY2228;                    North         East    Units  Estimated Accuracy
 GY2228;SPC KY1Z     - 1,127,750.    1,729,750.      MT  (+/- 180 meters Scaled)
 GY2228
 GY2228                          SUPERSEDED SURVEY CONTROL
 GY2228
 GY2228  NGVD 29 (??/??/92)  257.071  (m)          843.41   (f) ADJ UNCH    2 0
 GY2228
 GY2228.Superseded values are not recommended for survey control.
 GY2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2228.See file dsdata.txt to determine how the superseded data were derived.
 GY2228
 GY2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB095475(NAD 83)
 GY2228_MARKER: DB = BENCH MARK DISK
 GY2228_SETTING: 66 = SET IN ROCK OUTCROP
 GY2228_SP_SET: CLIFF
 GY2228_STAMPING: A 306 1952 843.407
 GY2228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2228+STABILITY: POSITION/ELEVATION WELL
 GY2228
 GY2228  HISTORY     - Date     Condition        Report By
 GY2228  HISTORY     - 1952     MONUMENTED       CGS
 GY2228  HISTORY     - 1956     GOOD             NGS
 GY2228
 GY2228                          STATION DESCRIPTION
 GY2228
 GY2228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2228'2.6 MI E FROM NOBLE.
 GY2228'2.6 MILES EAST ALONG A ROAD FOLLOWING BUCKHORN CREEK FROM THE
 GY2228'POST OFFICE AT NOBLE, 0.8 MILE EAST OF THE CONFLUENCE OF BUCKHORN
 GY2228'CREEK AND CLEMENTS FORK, AND JUNCTION OF A ROAD LEADING NORTHEAST
 GY2228'TO DECOY, ABOUT 0.4 MILE EAST OF A FOOT BRIDGE TO A LARGE BARN,
 GY2228'1.5 MILES WEST OF THE MOUTH OF COLES FORK, 80 FEET NORTHEAST
 GY2228'OF THE CENTER OF BUCKHORN CREEK, 20 YARDS NORTHWEST OF THE
 GY2228'SOUTHEAST END OF ROCK CLIFF, 43 FEET NORTHEAST OF THE CENTER
 GY2228'OF ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF THE SECOND LAYER
 GY2228'OF ROCK FROM THE BOTTOM OF A LONG ROCK CLIFF, 3 FEET ABOVE
 GY2228'GROUND, 3 FEET BELOW TOP OF LAYER OF ROCK AND ABOUT 3 FEET
 GY2228'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2216 ***********************************************************************
 GY2216  DESIGNATION -  A 307
 GY2216  PID         -  GY2216
 GY2216  STATE/COUNTY-  KY/KNOTT
 GY2216  USGS QUAD   -  VEST (1992)
 GY2216
 GY2216                         *CURRENT SURVEY CONTROL
 GY2216  ___________________________________________________________________
 GY2216* NAD 83(1986)-  37 24 07.     (N)    083 02 13.     (W)     SCALED    
 GY2216* NAVD 88     -       316.426  (meters)    1038.14   (feet)  ADJUSTED  
 GY2216  ___________________________________________________________________
 GY2216  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GY2216  DYNAMIC HT  -         316.176 (meters)    1037.32  (feet)  COMP
 GY2216  MODELED GRAV-     979,830.3   (mgal)                       NAVD 88
 GY2216
 GY2216  VERT ORDER  -  SECOND    CLASS 0
 GY2216
 GY2216.The horizontal coordinates were scaled from a topographic map and have
 GY2216.an estimated accuracy of +/- 6 seconds.
 GY2216
 GY2216.The orthometric height was determined by differential leveling
 GY2216.and adjusted by the National Geodetic Survey in June 1991..
 GY2216
 GY2216.The geoid height was determined by GEOID03.
 GY2216
 GY2216.The dynamic height is computed by dividing the NAVD 88
 GY2216.geopotential number by the normal gravity value computed on the
 GY2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2216.degrees latitude (g = 980.6199 gals.).
 GY2216
 GY2216.The modeled gravity was interpolated from observed gravity values.
 GY2216
 GY2216;                    North         East    Units  Estimated Accuracy
 GY2216;SPC KY1Z     - 1,122,090.    1,740,170.      MT  (+/- 180 meters Scaled)
 GY2216
 GY2216                          SUPERSEDED SURVEY CONTROL
 GY2216
 GY2216  NGVD 29 (??/??/92)  316.586  (m)         1038.67   (f) ADJ UNCH    2 0
 GY2216
 GY2216.Superseded values are not recommended for survey control.
 GY2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2216.See file dsdata.txt to determine how the superseded data were derived.
 GY2216
 GY2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB197414(NAD 83)
 GY2216_MARKER: DB = BENCH MARK DISK
 GY2216_SETTING: 66 = SET IN ROCK OUTCROP
 GY2216_SP_SET: OUTCROP
 GY2216_STAMPING: A 307 1952 1038.666
 GY2216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2216+STABILITY: POSITION/ELEVATION WELL
 GY2216
 GY2216  HISTORY     - Date     Condition        Report By
 GY2216  HISTORY     - 1952     MONUMENTED       CGS
 GY2216  HISTORY     - 1956     GOOD             NGS
 GY2216  HISTORY     - 19970211 MARK NOT FOUND   KYDT
 GY2216
 GY2216                          STATION DESCRIPTION
 GY2216
 GY2216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2216'2.1 MI W FROM VEST.
 GY2216'2.1 MILES WEST ALONG A ROAD FOLLOWING BALLS FORK FROM THE POST
 GY2216'OFFICE AT VEST, ABOUT 0.45 MILE EAST OF THE JUNCTION OF A
 GY2216'ROUGH ROAD NORTH ALONG BUFFALO BRANCH, 0.25 MILE EAST OF THE
 GY2216'CONFLUENCE OF BALLS FORK AND LAUREL CREEK, BETWEEN ROAD AND
 GY2216'CREEK, SET IN THE TOP OF SLANTING TOP OF A 15 BY 18 FOOT OUTCROP,
 GY2216'16 FEET SOUTHEAST OF CENTER OF ROAD, 9.5 FEET SOUTH OF NORTH
 GY2216'CORNER OF OUTCROP, 4.5 FEET NORTHEAST OF HIGH POINT OF OUTCROP
 GY2216'AND ABOUT LEVEL WITH ROAD.
 GY2216
 GY2216                          STATION RECOVERY (1997)
 GY2216
 GY2216'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY2216'LOCALS STATED THIS MARK DESTROYED WHEN ROAD WAS WIDENED YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1260 ***********************************************************************
 GY1260  DESIGNATION -  A 308
 GY1260  PID         -  GY1260
 GY1260  STATE/COUNTY-  KY/KNOTT
 GY1260  USGS QUAD   -  HANDSHOE (1992)
 GY1260
 GY1260                         *CURRENT SURVEY CONTROL
 GY1260  ___________________________________________________________________
 GY1260* NAD 83(1986)-  37 24 17.     (N)    082 54 49.     (W)     SCALED    
 GY1260* NAVD 88     -       419.596  (meters)    1376.62   (feet)  ADJUSTED  
 GY1260  ___________________________________________________________________
 GY1260  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GY1260  DYNAMIC HT  -         419.265 (meters)    1375.54  (feet)  COMP
 GY1260  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 GY1260
 GY1260  VERT ORDER  -  SECOND    CLASS 0
 GY1260
 GY1260.The horizontal coordinates were scaled from a topographic map and have
 GY1260.an estimated accuracy of +/- 6 seconds.
 GY1260
 GY1260.The orthometric height was determined by differential leveling
 GY1260.and adjusted by the National Geodetic Survey in June 1991..
 GY1260
 GY1260.The geoid height was determined by GEOID03.
 GY1260
 GY1260.The dynamic height is computed by dividing the NAVD 88
 GY1260.geopotential number by the normal gravity value computed on the
 GY1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1260.degrees latitude (g = 980.6199 gals.).
 GY1260
 GY1260.The modeled gravity was interpolated from observed gravity values.
 GY1260
 GY1260;                    North         East    Units  Estimated Accuracy
 GY1260;SPC KY1Z     - 1,122,720.    1,751,070.      MT  (+/- 180 meters Scaled)
 GY1260
 GY1260                          SUPERSEDED SURVEY CONTROL
 GY1260
 GY1260  NGVD 29 (??/??/92)  419.762  (m)         1377.17   (f) ADJ UNCH    2 0
 GY1260
 GY1260.Superseded values are not recommended for survey control.
 GY1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1260.See file dsdata.txt to determine how the superseded data were derived.
 GY1260
 GY1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB306414(NAD 83)
 GY1260_MARKER: DB = BENCH MARK DISK
 GY1260_SETTING: 66 = SET IN ROCK OUTCROP
 GY1260_SP_SET: ROCK CUT
 GY1260_STAMPING: A 308 1952 1377.169
 GY1260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1260+STABILITY: POSITION/ELEVATION WELL
 GY1260
 GY1260  HISTORY     - Date     Condition        Report By
 GY1260  HISTORY     - 1952     MONUMENTED       CGS
 GY1260  HISTORY     - 1956     GOOD             NGS
 GY1260
 GY1260                          STATION DESCRIPTION
 GY1260
 GY1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1260'3.4 MI SW FROM MOUSIE.
 GY1260'3.35 MILES SOUTHWEST ALONG A BLACK TOP AND NEW GRAVEL ROAD ALONG
 GY1260'BALLS BRANCH FROM THE JUNCTION OF STATE HIGHWAY 80 AND POST OFFICE
 GY1260'AT MOUSIE, TO THE TOP OF NEW GRADE, THENCE 0.15 MILE NORTHEAST
 GY1260'ALONG OLD ROAD, 0.05 MILE NORTHEAST OF JUNCTION OF ROAD NORTH,
 GY1260'135 YARDS SOUTHWEST OF A SHARP TURN IN ROAD AND CROSSING OF DRY
 GY1260'BRANCH, SET VERTICALLY IN THE EAST FACE OF A 5-FOOT IRREGULAR
 GY1260'CUT, 15 FEET WEST OF THE CENTER OF ROAD, 14 FEET SOUTH OF NORTH
 GY1260'END OF ROCK CUT, JUST BELOW A 26-INCH FORKED OAK TREE GROWING
 GY1260'ON TOP OF CUT, ABOUT 5 FEET ABOVE LEVEL OF ROAD.  NOTE-- THE NEW
 GY1260'ROAD HAS CUT THIS MARK OFF FROM THE MAIN ROAD AND IT IS NOW
 GY1260'0.15 MILE DOWN HILL FROM TOP OF NEW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2249 ***********************************************************************
 GY2249  DESIGNATION -  A 309
 GY2249  PID         -  GY2249
 GY2249  STATE/COUNTY-  KY/KNOTT
 GY2249  USGS QUAD   -  CARRIE (1992)
 GY2249
 GY2249                         *CURRENT SURVEY CONTROL
 GY2249  ___________________________________________________________________
 GY2249* NAD 83(1986)-  37 16 59.     (N)    083 04 20.     (W)     SCALED    
 GY2249* NAVD 88     -       425.679  (meters)    1396.58   (feet)  ADJUSTED  
 GY2249  ___________________________________________________________________
 GY2249  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY2249  DYNAMIC HT  -         425.340 (meters)    1395.47  (feet)  COMP
 GY2249  MODELED GRAV-     979,820.8   (mgal)                       NAVD 88
 GY2249
 GY2249  VERT ORDER  -  SECOND    CLASS 0
 GY2249
 GY2249.The horizontal coordinates were scaled from a topographic map and have
 GY2249.an estimated accuracy of +/- 6 seconds.
 GY2249
 GY2249.The orthometric height was determined by differential leveling
 GY2249.and adjusted by the National Geodetic Survey in June 1991..
 GY2249
 GY2249.The geoid height was determined by GEOID03.
 GY2249
 GY2249.The dynamic height is computed by dividing the NAVD 88
 GY2249.geopotential number by the normal gravity value computed on the
 GY2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2249.degrees latitude (g = 980.6199 gals.).
 GY2249
 GY2249.The modeled gravity was interpolated from observed gravity values.
 GY2249
 GY2249;                    North         East    Units  Estimated Accuracy
 GY2249;SPC KY1Z     - 1,108,810.    1,737,430.      MT  (+/- 180 meters Scaled)
 GY2249
 GY2249                          SUPERSEDED SURVEY CONTROL
 GY2249
 GY2249  NGVD 29 (??/??/92)  425.844  (m)         1397.12   (f) ADJ UNCH    2 0
 GY2249
 GY2249.Superseded values are not recommended for survey control.
 GY2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2249.See file dsdata.txt to determine how the superseded data were derived.
 GY2249
 GY2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB162282(NAD 83)
 GY2249_MARKER: DB = BENCH MARK DISK
 GY2249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2249_SP_SET: OVERPASS
 GY2249_STAMPING: A 309 1952 1397.123
 GY2249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2249
 GY2249  HISTORY     - Date     Condition        Report By
 GY2249  HISTORY     - 1952     MONUMENTED       CGS
 GY2249  HISTORY     - 1956     GOOD             NGS
 GY2249  HISTORY     - 19960611 MARK NOT FOUND   KYDT
 GY2249
 GY2249                          STATION DESCRIPTION
 GY2249
 GY2249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2249'5 MI SE FROM FISTY.
 GY2249'2.9 MILES SOUTH AND SOUTHEAST ALONG CLEAR CREEK ROAD FROM POST
 GY2249'OFFICE AND JUNCTION OF STATE HIGHWAY 80 AT FISTY, THENCE 2.05
 GY2249'MILES SOUTH ALONG DICKS CREEK ROAD TO TOP OF ASHTREE BEE GAP,
 GY2249'AT TOP OF GAP AND AT THE OVERPASS OF MINE RAILROAD, (RAILROAD
 GY2249'ABANDONED), SET IN THE TOP OF CONCRETE FOUNDATION OF EAST MASONRY
 GY2249'ABUTMENT OF OVERPASS, 7 FEET EAST OF CENTER OF ROAD, 1.3 FEET
 GY2249'WEST OF STONE WALL, 16 FEET NORTH OF SOUTH END OF STONE WALL,
 GY2249'5 FEET SOUTH OF NORTH END OF WALL, AND ABOUT LEVEL WITH ROAD.
 GY2249
 GY2249                          STATION RECOVERY (1996)
 GY2249
 GY2249'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2249'ABUTMENT AND FOUNDATION HAS BEEN PREVIOUSLY TORN OUT, MARK LOST,
 GY2249'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1119 ***********************************************************************
 HZ1119  DESIGNATION -  A 31
 HZ1119  PID         -  HZ1119
 HZ1119  STATE/COUNTY-  KY/OLDHAM
 HZ1119  USGS QUAD   -  SMITHFIELD (1993)
 HZ1119
 HZ1119                         *CURRENT SURVEY CONTROL
 HZ1119  ___________________________________________________________________
 HZ1119* NAD 83(1986)-  38 24 50.     (N)    085 21 36.     (W)     SCALED    
 HZ1119* NAVD 88     -       263.242  (meters)     863.65   (feet)  ADJUSTED  
 HZ1119  ___________________________________________________________________
 HZ1119  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ1119  DYNAMIC HT  -         263.065 (meters)     863.07  (feet)  COMP
 HZ1119  MODELED GRAV-     979,949.7   (mgal)                       NAVD 88
 HZ1119
 HZ1119  VERT ORDER  -  SECOND    CLASS 0
 HZ1119
 HZ1119.The horizontal coordinates were scaled from a topographic map and have
 HZ1119.an estimated accuracy of +/- 6 seconds.
 HZ1119
 HZ1119.The orthometric height was determined by differential leveling
 HZ1119.and adjusted by the National Geodetic Survey in June 1991..
 HZ1119
 HZ1119.The geoid height was determined by GEOID03.
 HZ1119
 HZ1119.The dynamic height is computed by dividing the NAVD 88
 HZ1119.geopotential number by the normal gravity value computed on the
 HZ1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1119.degrees latitude (g = 980.6199 gals.).
 HZ1119
 HZ1119.The modeled gravity was interpolated from observed gravity values.
 HZ1119
 HZ1119;                    North         East    Units  Estimated Accuracy
 HZ1119;SPC KY1Z     - 1,230,980.    1,534,060.      MT  (+/- 180 meters Scaled)
 HZ1119
 HZ1119                          SUPERSEDED SURVEY CONTROL
 HZ1119
 HZ1119  NGVD 29 (??/??/92)  263.402  (m)          864.18   (f) ADJ UNCH    2 0
 HZ1119
 HZ1119.Superseded values are not recommended for survey control.
 HZ1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1119.See file dsdata.txt to determine how the superseded data were derived.
 HZ1119
 HZ1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH431530(NAD 83)
 HZ1119_MARKER: DB = BENCH MARK DISK
 HZ1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1119_STAMPING: A 31 1934
 HZ1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1119+STABILITY: SURFACE MOTION
 HZ1119
 HZ1119  HISTORY     - Date     Condition        Report By
 HZ1119  HISTORY     - 1934     MONUMENTED       CGS
 HZ1119  HISTORY     - 1950     GOOD             NGS
 HZ1119  HISTORY     - 1963     GOOD             NGS
 HZ1119
 HZ1119                          STATION DESCRIPTION
 HZ1119
 HZ1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ1119'0.9 MI NE FROM LA GRANGE.
 HZ1119'ABOUT 0.9 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1119'RAILROAD FROM THE FREIGHT STATION AT LA GRANGE, AT THE JUNCTION
 HZ1119'OF THE LOUISVILLE-LEXINGTON AND THE LOUISVILLE-CINCINNATI
 HZ1119'BRANCHES OF THE L. AND N. RR., 53 FEET NORTH AND ACROSS THE
 HZ1119'LOUISIVLLE-CINCINNATI BRANCH FROM MILE POST 28, 27 FEET NORTH OF THE
 HZ1119'NORTH RAIL OF NORTH SIDE TACK, 6 FEET NORTH OF TELEPHONE POLE
 HZ1119'NO. U, 36 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 146, ABOUT
 HZ1119'4 1/2 FEET ABOVE THE HIGHWAY, 1 FOOT EAST OF A WHITE WOODEN
 HZ1119'WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE TOP
 HZ1119'OF A CONCRETE POST PROJECTING 2 INCHES.
 HZ1119
 HZ1119                          STATION RECOVERY (1963)
 HZ1119
 HZ1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1306 ***********************************************************************
 GY1306  DESIGNATION -  A 310
 GY1306  PID         -  GY1306
 GY1306  STATE/COUNTY-  KY/LAWRENCE
 GY1306  USGS QUAD   -  RICHARDSON (1992)
 GY1306
 GY1306                         *CURRENT SURVEY CONTROL
 GY1306  ___________________________________________________________________
 GY1306* NAD 83(1986)-  37 58 17.     (N)    082 38 19.     (W)     SCALED    
 GY1306* NAVD 88     -       178.887  (meters)     586.90   (feet)  ADJUSTED  
 GY1306  ___________________________________________________________________
 GY1306  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 GY1306  DYNAMIC HT  -         178.757 (meters)     586.47  (feet)  COMP
 GY1306  MODELED GRAV-     979,903.0   (mgal)                       NAVD 88
 GY1306
 GY1306  VERT ORDER  -  SECOND    CLASS 0
 GY1306
 GY1306.The horizontal coordinates were scaled from a topographic map and have
 GY1306.an estimated accuracy of +/- 6 seconds.
 GY1306
 GY1306.The orthometric height was determined by differential leveling
 GY1306.and adjusted by the National Geodetic Survey in June 1991..
 GY1306
 GY1306.The geoid height was determined by GEOID03.
 GY1306
 GY1306.The dynamic height is computed by dividing the NAVD 88
 GY1306.geopotential number by the normal gravity value computed on the
 GY1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1306.degrees latitude (g = 980.6199 gals.).
 GY1306
 GY1306.The modeled gravity was interpolated from observed gravity values.
 GY1306
 GY1306;                    North         East    Units  Estimated Accuracy
 GY1306;SPC KY1Z     - 1,186,350.    1,773,310.      MT  (+/- 180 meters Scaled)
 GY1306
 GY1306                          SUPERSEDED SURVEY CONTROL
 GY1306
 GY1306  NGVD 29 (??/??/92)  179.099  (m)          587.59   (f) ADJ UNCH    2 0
 GY1306
 GY1306.Superseded values are not recommended for survey control.
 GY1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1306.See file dsdata.txt to determine how the superseded data were derived.
 GY1306
 GY1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC560039(NAD 83)
 GY1306_MARKER: DB = BENCH MARK DISK
 GY1306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1306_SP_SET: CULVERT
 GY1306_STAMPING: A 310 1952 587.594
 GY1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1306
 GY1306  HISTORY     - Date     Condition        Report By
 GY1306  HISTORY     - 1952     MONUMENTED       CGS
 GY1306  HISTORY     - 1955     GOOD             NGS
 GY1306
 GY1306                          STATION DESCRIPTION
 GY1306
 GY1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1306'2.6 MI N FROM RICHARDSON.
 GY1306'2.6 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY1306'STATION AT RICHARDSON, 274 FEET EAST ACROSS THE TRACK FROM MILE
 GY1306'POST 40, 253 FEET NORTH NORTHWEST ACROSS TRACK FROM SIGNAL NO.
 GY1306'400, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 GY1306'HEAD WALL OF A 48-INCH PIPE CULVERT, 18 FEET NORTHEAST OF THE
 GY1306'NORTHEAST RAIL, AND ABOUT 6 1/2 FEET BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1729 ***********************************************************************
 GY1729  DESIGNATION -  A 311
 GY1729  PID         -  GY1729
 GY1729  STATE/COUNTY-  KY/LAWRENCE
 GY1729  USGS QUAD   -  MILO (1992)
 GY1729
 GY1729                         *CURRENT SURVEY CONTROL
 GY1729  ___________________________________________________________________
 GY1729* NAD 83(1986)-  37 58 28.     (N)    082 32 10.     (W)     SCALED    
 GY1729* NAVD 88     -       184.209  (meters)     604.36   (feet)  ADJUSTED  
 GY1729  ___________________________________________________________________
 GY1729  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GY1729  DYNAMIC HT  -         184.077 (meters)     603.93  (feet)  COMP
 GY1729  MODELED GRAV-     979,910.0   (mgal)                       NAVD 88
 GY1729
 GY1729  VERT ORDER  -  SECOND    CLASS 0
 GY1729
 GY1729.The horizontal coordinates were scaled from a topographic map and have
 GY1729.an estimated accuracy of +/- 6 seconds.
 GY1729
 GY1729.The orthometric height was determined by differential leveling
 GY1729.and adjusted by the National Geodetic Survey in June 1991..
 GY1729
 GY1729.The geoid height was determined by GEOID03.
 GY1729
 GY1729.The dynamic height is computed by dividing the NAVD 88
 GY1729.geopotential number by the normal gravity value computed on the
 GY1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1729.degrees latitude (g = 980.6199 gals.).
 GY1729
 GY1729.The modeled gravity was interpolated from observed gravity values.
 GY1729
 GY1729;                    North         East    Units  Estimated Accuracy
 GY1729;SPC KY1Z     - 1,187,000.    1,782,300.      MT  (+/- 180 meters Scaled)
 GY1729
 GY1729                          SUPERSEDED SURVEY CONTROL
 GY1729
 GY1729  NGVD 29 (??/??/92)  184.43   (m)          605.1    (f) COMPUTED    2 0
 GY1729
 GY1729.Superseded values are not recommended for survey control.
 GY1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1729.See file dsdata.txt to determine how the superseded data were derived.
 GY1729
 GY1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC650040(NAD 83)
 GY1729_MARKER: DB = BENCH MARK DISK
 GY1729_SETTING: 66 = SET IN ROCK OUTCROP
 GY1729_SP_SET: ROCK CUT
 GY1729_STAMPING: A 311 1952 605.078
 GY1729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1729+STABILITY: POSITION/ELEVATION WELL
 GY1729
 GY1729  HISTORY     - Date     Condition        Report By
 GY1729  HISTORY     - 1952     MONUMENTED       CGS
 GY1729  HISTORY     - 1955     GOOD             NGS
 GY1729
 GY1729                          STATION DESCRIPTION
 GY1729
 GY1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1729'3.7 MI S FROM CLIFFORD.
 GY1729'3.7 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT CLIFFORD,
 GY1729'400 FEET SOUTH OF THE SOUTHWEST CORNER OF A WHITE 2-STORY HOUSE,
 GY1729'95 YARDS SOUTH OF THE NORTH END OF CUT, 135 FEET NORTH OF THE
 GY1729'SOUTH END OF THE ROCK OF THE CUT, 18 FEET EAST OF THE CENTER LINE
 GY1729'OF HIGHWAY, SET VERTICALLY IN THE WEST FACE OF ROCK CUT, 4 FEET
 GY1729'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1740 ***********************************************************************
 GY1740  DESIGNATION -  A 312
 GY1740  PID         -  GY1740
 GY1740  STATE/COUNTY-  KY/MARTIN
 GY1740  USGS QUAD   -  INEZ (1992)
 GY1740
 GY1740                         *CURRENT SURVEY CONTROL
 GY1740  ___________________________________________________________________
 GY1740* NAD 83(1986)-  37 52 08.     (N)    082 32 31.     (W)     SCALED    
 GY1740* NAVD 88     -       193.576  (meters)     635.09   (feet)  ADJUSTED  
 GY1740  ___________________________________________________________________
 GY1740  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GY1740  DYNAMIC HT  -         193.435 (meters)     634.63  (feet)  COMP
 GY1740  MODELED GRAV-     979,899.1   (mgal)                       NAVD 88
 GY1740
 GY1740  VERT ORDER  -  SECOND    CLASS 0
 GY1740
 GY1740.The horizontal coordinates were scaled from a topographic map and have
 GY1740.an estimated accuracy of +/- 6 seconds.
 GY1740
 GY1740.The orthometric height was determined by differential leveling
 GY1740.and adjusted by the National Geodetic Survey in June 1991..
 GY1740
 GY1740.The geoid height was determined by GEOID03.
 GY1740
 GY1740.The dynamic height is computed by dividing the NAVD 88
 GY1740.geopotential number by the normal gravity value computed on the
 GY1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1740.degrees latitude (g = 980.6199 gals.).
 GY1740
 GY1740.The modeled gravity was interpolated from observed gravity values.
 GY1740
 GY1740;                    North         East    Units  Estimated Accuracy
 GY1740;SPC KY1Z     - 1,175,270.    1,782,190.      MT  (+/- 180 meters Scaled)
 GY1740
 GY1740                          SUPERSEDED SURVEY CONTROL
 GY1740
 GY1740  NGVD 29 (??/??/92)  193.792  (m)          635.80   (f) ADJ UNCH    2 0
 GY1740
 GY1740.Superseded values are not recommended for survey control.
 GY1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1740.See file dsdata.txt to determine how the superseded data were derived.
 GY1740
 GY1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB643923(NAD 83)
 GY1740_MARKER: DB = BENCH MARK DISK
 GY1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1740_STAMPING: A 312 1952 635.799
 GY1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1740+STABILITY: SURFACE MOTION
 GY1740
 GY1740  HISTORY     - Date     Condition        Report By
 GY1740  HISTORY     - 1952     MONUMENTED       CGS
 GY1740  HISTORY     - 1955     GOOD             NGS
 GY1740
 GY1740                          STATION DESCRIPTION
 GY1740
 GY1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1740'0.1 MI N FROM INEZ.
 GY1740'AT INEZ, 0.1 MILE NORTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 GY1740'OF STATE HIGHWAY 40, 73.5 FEET SOUTH OF THE SOUTHWEST CORNER OF
 GY1740'UNITED FUEL GAS COMPANY PIPE LINE CONTROL BUILDING, IN LINE WITH
 GY1740'THE EXTENDED LINE OF THE WEST FACE OF BUILDING, 47 FEET EAST OF
 GY1740'THE CENTER LINE OF HIGHWAY, 31 FEET NORTH OF THE SOUTH BOUNDARY
 GY1740'FENCE, 1 FOOT ABOVE LEVEL OF HIGHWAY, A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1618 ***********************************************************************
 GY1618  DESIGNATION -  A 313
 GY1618  PID         -  GY1618
 GY1618  STATE/COUNTY-  KY/MARTIN
 GY1618  USGS QUAD   -  INEZ (1992)
 GY1618
 GY1618                         *CURRENT SURVEY CONTROL
 GY1618  ___________________________________________________________________
 GY1618* NAD 83(1986)-  37 45 52.     (N)    082 34 54.     (W)     SCALED    
 GY1618* NAVD 88     -       392.550  (meters)    1287.89   (feet)  ADJUSTED  
 GY1618  ___________________________________________________________________
 GY1618  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GY1618  DYNAMIC HT  -         392.263 (meters)    1286.95  (feet)  COMP
 GY1618  MODELED GRAV-     979,886.4   (mgal)                       NAVD 88
 GY1618
 GY1618  VERT ORDER  -  SECOND    CLASS 0
 GY1618
 GY1618.The horizontal coordinates were scaled from a topographic map and have
 GY1618.an estimated accuracy of +/- 6 seconds.
 GY1618
 GY1618.The orthometric height was determined by differential leveling
 GY1618.and adjusted by the National Geodetic Survey in June 1991..
 GY1618
 GY1618.The geoid height was determined by GEOID03.
 GY1618
 GY1618.The dynamic height is computed by dividing the NAVD 88
 GY1618.geopotential number by the normal gravity value computed on the
 GY1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1618.degrees latitude (g = 980.6199 gals.).
 GY1618
 GY1618.The modeled gravity was interpolated from observed gravity values.
 GY1618
 GY1618;                    North         East    Units  Estimated Accuracy
 GY1618;SPC KY1Z     - 1,163,570.    1,779,090.      MT  (+/- 180 meters Scaled)
 GY1618
 GY1618                          SUPERSEDED SURVEY CONTROL
 GY1618
 GY1618  NGVD 29 (??/??/92)  392.765  (m)         1288.60   (f) ADJ UNCH    2 0
 GY1618
 GY1618.Superseded values are not recommended for survey control.
 GY1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1618.See file dsdata.txt to determine how the superseded data were derived.
 GY1618
 GY1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB606808(NAD 83)
 GY1618_MARKER: DB = BENCH MARK DISK
 GY1618_SETTING: 66 = SET IN ROCK OUTCROP
 GY1618_SP_SET: ROCK OUTCROP
 GY1618_STAMPING: A 313 1952 1288.596
 GY1618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1618+STABILITY: POSITION/ELEVATION WELL
 GY1618
 GY1618  HISTORY     - Date     Condition        Report By
 GY1618  HISTORY     - 1952     MONUMENTED       CGS
 GY1618  HISTORY     - 1956     GOOD             NGS
 GY1618
 GY1618                          STATION DESCRIPTION
 GY1618
 GY1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1618'8.8 MI SE FROM DEBORD.
 GY1618'6.1 MILES SOUTHWEST ALONG A GRAVEL ROAD FOLLOWING MIDDLE FORK
 GY1618'FROM THE POST OFFICE AND CHURCH AT DEBORD, THENCE 2.75 MILES EAST
 GY1618'AND SOUTHEAST ALONG A DIRT ROAD LEADING OVER MOUNTAIN INTO WOLF
 GY1618'CREEK, 0.1 MILE SOUTH OF A DIM ROAD SOUTHEAST, IN THE TOP OF A
 GY1618'6 BY 4 FOOT OUTCROP WHICH IS LOCATED ON CREST OF RIDGE, AT POINT
 GY1618'WHERE ROAD FOLLOWS RIDGE TO SOUTH AND LEAVES TOP OF RIDGE TO THE
 GY1618'NORTH, 26 FEET EAST OF CENTER OF ROAD, 52 FEET NORTH NORTHEAST
 GY1618'OF CENTER OF JUNCTION OF ROAD AND TRAIL LEADING EAST, 25 FEET
 GY1618'WEST NORTHWEST OF A 12-INCH OAK TREE WITH TRIANGLE BLAZE, 18.5
 GY1618'FEET NORTH OF A 12-INCH OAK WITH TRIANGLE BLAZE, ABOUT 0.1 MILE
 GY1618'NORTHWEST OF TOP OF LONG GRADE, 7 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0438 ***********************************************************************
 GY0438  DESIGNATION -  A 314
 GY0438  PID         -  GY0438
 GY0438  STATE/COUNTY-  KY/MARTIN
 GY0438  USGS QUAD   -  KERMIT (1992)
 GY0438
 GY0438                         *CURRENT SURVEY CONTROL
 GY0438  ___________________________________________________________________
 GY0438* NAD 83(1986)-  37 48 22.     (N)    082 25 33.     (W)     SCALED    
 GY0438* NAVD 88     -       187.147  (meters)     614.00   (feet)  ADJUSTED  
 GY0438  ___________________________________________________________________
 GY0438  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GY0438  DYNAMIC HT  -         187.009 (meters)     613.55  (feet)  COMP
 GY0438  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 GY0438
 GY0438  VERT ORDER  -  SECOND    CLASS 0
 GY0438
 GY0438.The horizontal coordinates were scaled from a topographic map and have
 GY0438.an estimated accuracy of +/- 6 seconds.
 GY0438
 GY0438.The orthometric height was determined by differential leveling
 GY0438.and adjusted by the National Geodetic Survey in June 1991..
 GY0438
 GY0438.The geoid height was determined by GEOID03.
 GY0438
 GY0438.The dynamic height is computed by dividing the NAVD 88
 GY0438.geopotential number by the normal gravity value computed on the
 GY0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0438.degrees latitude (g = 980.6199 gals.).
 GY0438
 GY0438.The modeled gravity was interpolated from observed gravity values.
 GY0438
 GY0438;                    North         East    Units  Estimated Accuracy
 GY0438;SPC KY1Z     - 1,168,670.    1,792,650.      MT  (+/- 180 meters Scaled)
 GY0438
 GY0438                          SUPERSEDED SURVEY CONTROL
 GY0438
 GY0438  NGVD 29 (??/??/92)  187.363  (m)          614.71   (f) ADJ UNCH    2 0
 GY0438
 GY0438.Superseded values are not recommended for survey control.
 GY0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0438.See file dsdata.txt to determine how the superseded data were derived.
 GY0438
 GY0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB744852(NAD 83)
 GY0438_MARKER: DB = BENCH MARK DISK
 GY0438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0438_SP_SET: CULVERT
 GY0438_STAMPING: A 314 1952 614.707
 GY0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0438
 GY0438  HISTORY     - Date     Condition        Report By
 GY0438  HISTORY     - 1952     MONUMENTED       CGS
 GY0438  HISTORY     - 1956     GOOD             NGS
 GY0438  HISTORY     - 20011226 MARK NOT FOUND   KYDT
 GY0438
 GY0438                          STATION DESCRIPTION
 GY0438
 GY0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0438'3 MI SW FROM LOVELY.
 GY0438'3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 292 FROM THE POST OFFICE
 GY0438'IN LOVELY, IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF
 GY0438'A 6-FOOT STONE BOX CULVERT, 14 FEET EAST OF CENTER LINE OF HIGHWAY,
 GY0438'204 FEET NORTH OF THE CENTER OF JUNCTION OF A DIRT ROAD WEST,
 GY0438'112 FEET SOUTH OF WEST END OF A FOOT BRIDGE ACROSS WOLF CREEK
 GY0438'AND ABOUT LEVEL WITH HIGHWAY.
 GY0438
 GY0438                          STATION RECOVERY (2001)
 GY0438
 GY0438'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0438'A LOCAL RESIDENT SAID HEADWALL STONE WAS DISLODGED BY A GRADER 10-15
 GY0438'YEARS AGO, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0651 ***********************************************************************
 GY0651  DESIGNATION -  A 315
 GY0651  PID         -  GY0651
 GY0651  STATE/COUNTY-  KY/PIKE
 GY0651  USGS QUAD   -  JAMBOREE (1977)
 GY0651
 GY0651                         *CURRENT SURVEY CONTROL
 GY0651  ___________________________________________________________________
 GY0651* NAD 83(1986)-  37 27 08.     (N)    082 09 34.     (W)     SCALED    
 GY0651* NAVD 88     -       374.151  (meters)    1227.53   (feet)  ADJUSTED  
 GY0651  ___________________________________________________________________
 GY0651  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GY0651  DYNAMIC HT  -         373.855 (meters)    1226.56  (feet)  COMP
 GY0651  MODELED GRAV-     979,828.4   (mgal)                       NAVD 88
 GY0651
 GY0651  VERT ORDER  -  SECOND    CLASS 0
 GY0651
 GY0651.The horizontal coordinates were scaled from a topographic map and have
 GY0651.an estimated accuracy of +/- 6 seconds.
 GY0651
 GY0651.The orthometric height was determined by differential leveling
 GY0651.and adjusted by the National Geodetic Survey in June 1991..
 GY0651
 GY0651.The geoid height was determined by GEOID03.
 GY0651
 GY0651.The dynamic height is computed by dividing the NAVD 88
 GY0651.geopotential number by the normal gravity value computed on the
 GY0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0651.degrees latitude (g = 980.6199 gals.).
 GY0651
 GY0651.The modeled gravity was interpolated from observed gravity values.
 GY0651
 GY0651;                    North         East    Units  Estimated Accuracy
 GY0651;SPC KY1Z     - 1,130,290.    1,817,600.      MT  (+/- 180 meters Scaled)
 GY0651
 GY0651                          SUPERSEDED SURVEY CONTROL
 GY0651
 GY0651  NGVD 29 (??/??/92)  374.344  (m)         1228.16   (f) ADJ UNCH    2 0
 GY0651
 GY0651.Superseded values are not recommended for survey control.
 GY0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0651.See file dsdata.txt to determine how the superseded data were derived.
 GY0651
 GY0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB974456(NAD 83)
 GY0651_MARKER: DB = BENCH MARK DISK
 GY0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0651_SP_SET: CULVERT
 GY0651_STAMPING: A 315 1952 1228.160
 GY0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0651
 GY0651  HISTORY     - Date     Condition        Report By
 GY0651  HISTORY     - 1952     MONUMENTED       CGS
 GY0651  HISTORY     - 1956     GOOD             NGS
 GY0651  HISTORY     - 20020723 MARK NOT FOUND   KYDT
 GY0651
 GY0651                          STATION DESCRIPTION
 GY0651
 GY0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0651'6.4 MI SW FROM PHELPS.
 GY0651'6.35 MILES SOUTH AND SOUTHWEST ALONG STATE HIGHWAY 194 FROM THE
 GY0651'JUNCTION OF STATE HIGHWAY 199 AT PHELPS, SET IN THE TOP OF THE
 GY0651'NORTHWEST HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT, ABOUT 65
 GY0651'YARDS NORTHEAST OF CENTER OF A CURVE WITH TANGENTS EXTENDING
 GY0651'NORTHEAST AND SOUTH, 17 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 GY0651'120 FEET SOUTHWEST OF BEING IN LINE WITH SOUTHWEST FACE OF THE
 GY0651'MUNCIE STEPP HOME, 4.5 FEET NORTHEAST OF SOUTHWEST END OF HEAD
 GY0651'WALL AND ABOUT LEVEL WITH HIGHWAY.
 GY0651
 GY0651                          STATION RECOVERY (2002)
 GY0651
 GY0651'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0651'ONLY A SMALL PORTION OF THIS HEADWALL REMAINS, NO SIGN OF MARK,
 GY0651'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0688 ***********************************************************************
 GY0688  DESIGNATION -  A 316
 GY0688  PID         -  GY0688
 GY0688  STATE/COUNTY-  KY/PIKE
 GY0688  USGS QUAD   -  HURLEY (1977)
 GY0688
 GY0688                         *CURRENT SURVEY CONTROL
 GY0688  ___________________________________________________________________
 GY0688* NAD 83(1986)-  37 29 37.     (N)    082 03 19.     (W)     SCALED    
 GY0688* NAVD 88     -       263.090  (meters)     863.15   (feet)  ADJUSTED  
 GY0688  ___________________________________________________________________
 GY0688  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GY0688  DYNAMIC HT  -         262.886 (meters)     862.49  (feet)  COMP
 GY0688  MODELED GRAV-     979,846.6   (mgal)                       NAVD 88
 GY0688
 GY0688  VERT ORDER  -  SECOND    CLASS 0
 GY0688
 GY0688.The horizontal coordinates were scaled from a topographic map and have
 GY0688.an estimated accuracy of +/- 6 seconds.
 GY0688
 GY0688.The orthometric height was determined by differential leveling
 GY0688.and adjusted by the National Geodetic Survey in June 1991..
 GY0688
 GY0688.The geoid height was determined by GEOID03.
 GY0688
 GY0688.The dynamic height is computed by dividing the NAVD 88
 GY0688.geopotential number by the normal gravity value computed on the
 GY0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0688.degrees latitude (g = 980.6199 gals.).
 GY0688
 GY0688.The modeled gravity was interpolated from observed gravity values.
 GY0688
 GY0688;                    North         East    Units  Estimated Accuracy
 GY0688;SPC KY1Z     - 1,135,240.    1,826,630.      MT  (+/- 180 meters Scaled)
 GY0688
 GY0688                          SUPERSEDED SURVEY CONTROL
 GY0688
 GY0688  NGVD 29 (??/??/92)  263.301  (m)          863.85   (f) ADJ UNCH    2 0
 GY0688
 GY0688.Superseded values are not recommended for survey control.
 GY0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0688.See file dsdata.txt to determine how the superseded data were derived.
 GY0688
 GY0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB067501(NAD 83)
 GY0688_MARKER: DB = BENCH MARK DISK
 GY0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0688_SP_SET: BRIDGE
 GY0688_STAMPING: A 316 1952 863.847
 GY0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0688
 GY0688  HISTORY     - Date     Condition        Report By
 GY0688  HISTORY     - 1952     MONUMENTED       CGS
 GY0688  HISTORY     - 1956     GOOD             NGS
 GY0688
 GY0688                          STATION DESCRIPTION
 GY0688
 GY0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0688'2.6 MI S FROM WOODMAN.
 GY0688'2.65 MILES SOUTH ALONG NORFOLK AND WESTERN RAILROAD FROM THE
 GY0688'STATION SIGN AT WOODMAN, 0.4 MILE SOUTH OF MILE POST D 3, SET IN
 GY0688'THE TOP OF EAST END OF NORTH ABUTMENT OF RAILROAD BRIDGE NO. 2505,
 GY0688'5.5 FEET EAST OF THE EAST RAIL, ABOUT 118 YARDS SOUTH AND ACROSS
 GY0688'TRACK FROM SIDING SIGN BILL, ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0767 ***********************************************************************
 GY0767  DESIGNATION -  A 317
 GY0767  PID         -  GY0767
 GY0767  STATE/COUNTY-  KY/PIKE
 GY0767  USGS QUAD   -  HELLIER (1978)
 GY0767
 GY0767                         *CURRENT SURVEY CONTROL
 GY0767  ___________________________________________________________________
 GY0767* NAD 83(1986)-  37 16 18.     (N)    082 25 08.     (W)     SCALED    
 GY0767* NAVD 88     -       310.109  (meters)    1017.42   (feet)  ADJUSTED  
 GY0767  ___________________________________________________________________
 GY0767  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GY0767  DYNAMIC HT  -         309.858 (meters)    1016.59  (feet)  COMP
 GY0767  MODELED GRAV-     979,813.0   (mgal)                       NAVD 88
 GY0767
 GY0767  VERT ORDER  -  SECOND    CLASS 0
 GY0767
 GY0767.The horizontal coordinates were scaled from a topographic map and have
 GY0767.an estimated accuracy of +/- 6 seconds.
 GY0767
 GY0767.The orthometric height was determined by differential leveling
 GY0767.and adjusted by the National Geodetic Survey in June 1991..
 GY0767
 GY0767.The geoid height was determined by GEOID03.
 GY0767
 GY0767.The dynamic height is computed by dividing the NAVD 88
 GY0767.geopotential number by the normal gravity value computed on the
 GY0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0767.degrees latitude (g = 980.6199 gals.).
 GY0767
 GY0767.The modeled gravity was interpolated from observed gravity values.
 GY0767
 GY0767;                    North         East    Units  Estimated Accuracy
 GY0767;SPC KY1Z     - 1,109,410.    1,795,380.      MT  (+/- 180 meters Scaled)
 GY0767
 GY0767                          SUPERSEDED SURVEY CONTROL
 GY0767
 GY0767  NGVD 29 (??/??/92)  310.293  (m)         1018.02   (f) ADJ UNCH    2 0
 GY0767
 GY0767.Superseded values are not recommended for survey control.
 GY0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0767.See file dsdata.txt to determine how the superseded data were derived.
 GY0767
 GY0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB742259(NAD 83)
 GY0767_MARKER: DB = BENCH MARK DISK
 GY0767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0767_SP_SET: CULVERT
 GY0767_STAMPING: A 317 1952 1018.020
 GY0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0767+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2002
 GY0767
 GY0767  HISTORY     - Date     Condition        Report By
 GY0767  HISTORY     - 1952     MONUMENTED       CGS
 GY0767  HISTORY     - 1956     GOOD             NGS
 GY0767  HISTORY     - 20020725 GOOD             KYDT
 GY0767
 GY0767                          STATION DESCRIPTION
 GY0767
 GY0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0767'1.2 MI E FROM ASHCAMP.
 GY0767'1.15 MILES EAST ALONG STATE HIGHWAY 197 FROM THE JUNCTION OF
 GY0767'STATE HIGHWAY 195 AND POST OFFICE AT ASHCAMP, 20 FEET SOUTH OF
 GY0767'THE EXTENDED CENTER OF A DIRT ROAD WEST UP JACKSON BRANCH, 16
 GY0767'FEET EAST OF THE CENTER LINE OF HIGHWAY, SET IN THE TOP AND 11
 GY0767'FEET SOUTH OF NORTH END OF EAST HEAD WALL OF A 16-FOOT CONCRETE
 GY0767'BOX CULVERT WITH PARTITION OVER JACKSON BRANCH, ABOUT 0.5 FOOT
 GY0767'BELOW LEVEL OF HIGHWAY.
 GY0767
 GY0767                          STATION RECOVERY (2002)
 GY0767
 GY0767'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1083 ***********************************************************************
 GY1083  DESIGNATION -  A 318
 GY1083  PID         -  GY1083
 GY1083  STATE/COUNTY-  KY/PIKE
 GY1083  USGS QUAD   -  DORTON (1992)
 GY1083
 GY1083                         *CURRENT SURVEY CONTROL
 GY1083  ___________________________________________________________________
 GY1083* NAD 83(1986)-  37 20 47.     (N)    082 32 58.     (W)     SCALED    
 GY1083* NAVD 88     -       255.914  (meters)     839.61   (feet)  ADJUSTED  
 GY1083  ___________________________________________________________________
 GY1083  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY1083  DYNAMIC HT  -         255.712 (meters)     838.95  (feet)  COMP
 GY1083  MODELED GRAV-     979,835.9   (mgal)                       NAVD 88
 GY1083
 GY1083  VERT ORDER  -  SECOND    CLASS 0
 GY1083
 GY1083.The horizontal coordinates were scaled from a topographic map and have
 GY1083.an estimated accuracy of +/- 6 seconds.
 GY1083
 GY1083.The orthometric height was determined by differential leveling
 GY1083.and adjusted by the National Geodetic Survey in June 1991..
 GY1083
 GY1083.The geoid height was determined by GEOID03.
 GY1083
 GY1083.The dynamic height is computed by dividing the NAVD 88
 GY1083.geopotential number by the normal gravity value computed on the
 GY1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1083.degrees latitude (g = 980.6199 gals.).
 GY1083
 GY1083.The modeled gravity was interpolated from observed gravity values.
 GY1083
 GY1083;                    North         East    Units  Estimated Accuracy
 GY1083;SPC KY1Z     - 1,117,300.    1,783,520.      MT  (+/- 180 meters Scaled)
 GY1083
 GY1083                          SUPERSEDED SURVEY CONTROL
 GY1083
 GY1083  NGVD 29 (??/??/92)  256.101  (m)          840.22   (f) ADJ UNCH    2 0
 GY1083
 GY1083.Superseded values are not recommended for survey control.
 GY1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1083.See file dsdata.txt to determine how the superseded data were derived.
 GY1083
 GY1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB627344(NAD 83)
 GY1083_MARKER: DB = BENCH MARK DISK
 GY1083_SETTING: 66 = SET IN ROCK OUTCROP
 GY1083_SP_SET: ROCK LEDGE
 GY1083_STAMPING: A 318 1952 840.225
 GY1083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1083+STABILITY: POSITION/ELEVATION WELL
 GY1083
 GY1083  HISTORY     - Date     Condition        Report By
 GY1083  HISTORY     - 1952     MONUMENTED       CGS
 GY1083  HISTORY     - 1956     GOOD             NGS
 GY1083
 GY1083                          STATION DESCRIPTION
 GY1083
 GY1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1083'1.5 MI S FROM ESCO.
 GY1083'1.5 MILES SOUTH ALONG STATE HIGHWAY 611 FROM LARGE COAL TIPPLE
 GY1083'ON THE CHESAPEAKE AND OHIO RAILROAD AT ESCO, 0.65 MILE SOUTH OF
 GY1083'A CINDER BLOCK CHURCH, 0.55 MILE SOUTH OF A 100-FOOT CONCRETE
 GY1083'BRIDGE, 0.15 MILE NORTHWEST OF JUNCTION OF A ROAD NORTHEAST
 GY1083'ALONG LEFT FORK OF PENNY CREEK, 108 FEET NORTHWEST OF SOUTHWEST
 GY1083'END OF AN 18-INCH STONE BOX CULVERT, 105 FEET NORTHWEST AND
 GY1083'ACROSS ROAD FROM POWER POLE NO. 191-27, 28 FEET NORTHWEST OF
 GY1083'A SPRING, 23 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, SET IN
 GY1083'THE TOP AND 1 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF A LARGE
 GY1083'FLAT ROCK LEDGE PROJECTING OUT OF CUT BANK, ABOUT 4 FEET ABOVE
 GY1083'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0171 ***********************************************************************
 GY0171  DESIGNATION -  A 319
 GY0171  PID         -  GY0171
 GY0171  STATE/COUNTY-  KY/PIKE
 GY0171  USGS QUAD   -  BELFRY (1992)
 GY0171
 GY0171                         *CURRENT SURVEY CONTROL
 GY0171  ___________________________________________________________________
 GY0171* NAD 83(1986)-  37 36 06.     (N)    082 22 26.     (W)     SCALED    
 GY0171* NAVD 88     -       339.926  (meters)    1115.24   (feet)  ADJUSTED  
 GY0171  ___________________________________________________________________
 GY0171  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GY0171  DYNAMIC HT  -         339.667 (meters)    1114.39  (feet)  COMP
 GY0171  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 GY0171
 GY0171  VERT ORDER  -  SECOND    CLASS 0
 GY0171
 GY0171.The horizontal coordinates were scaled from a topographic map and have
 GY0171.an estimated accuracy of +/- 6 seconds.
 GY0171
 GY0171.The orthometric height was determined by differential leveling
 GY0171.and adjusted by the National Geodetic Survey in June 1991..
 GY0171
 GY0171.The geoid height was determined by GEOID03.
 GY0171
 GY0171.The dynamic height is computed by dividing the NAVD 88
 GY0171.geopotential number by the normal gravity value computed on the
 GY0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0171.degrees latitude (g = 980.6199 gals.).
 GY0171
 GY0171.The modeled gravity was interpolated from observed gravity values.
 GY0171
 GY0171;                    North         East    Units  Estimated Accuracy
 GY0171;SPC KY1Z     - 1,146,160.    1,798,040.      MT  (+/- 180 meters Scaled)
 GY0171
 GY0171                          SUPERSEDED SURVEY CONTROL
 GY0171
 GY0171  NGVD 29 (??/??/92)  340.147  (m)         1115.97   (f) ADJ UNCH    2 0
 GY0171
 GY0171.Superseded values are not recommended for survey control.
 GY0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0171.See file dsdata.txt to determine how the superseded data were derived.
 GY0171
 GY0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB787625(NAD 83)
 GY0171_MARKER: DB = BENCH MARK DISK
 GY0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0171_SP_SET: STEP
 GY0171_STAMPING: A 319 1952 1115.966
 GY0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0171+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 GY0171
 GY0171  HISTORY     - Date     Condition        Report By
 GY0171  HISTORY     - 1952     MONUMENTED       CGS
 GY0171  HISTORY     - 1956     GOOD             NGS
 GY0171  HISTORY     - 1981     GOOD             NGS
 GY0171  HISTORY     - 20010626 GOOD             KYDT
 GY0171
 GY0171                          STATION DESCRIPTION
 GY0171
 GY0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0171'2.1 MI SW FROM SIDNEY.
 GY0171'2.1 MILES SOUTHWEST OF THE BEVINS SCHOOL AT SIDNEY, ALONG U.S.
 GY0171'HIGHWAY 119, 5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE
 GY0171'JUNCTION OF STATE HIGHWAY 632 AT META, ON THE NORTHEAST SIDE OF
 GY0171'A LONG GRADE, ABOUT 80 YARDS EAST OF A CURVE WITH TANGENTS
 GY0171'EXTENDING EAST AND NORTH, SET IN THE TOP OF THE FOURTH STEP FROM THE
 GY0171'WEST END OF RETAINING WALL, 37 FEET WEST OF THE EAST END OF WALL,
 GY0171'24 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 9 FEET EAST OF
 GY0171'THE WEST END OF FOURTH STEP AND ABOUT LEVEL WITH HIGHWAY.
 GY0171
 GY0171                          STATION RECOVERY (1981)
 GY0171
 GY0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GY0171'RECOVERED IN GOOD CONDITION.
 GY0171
 GY0171                          STATION RECOVERY (2001)
 GY0171
 GY0171'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0335 ***********************************************************************
 HZ0335  DESIGNATION -  A 32
 HZ0335  PID         -  HZ0335
 HZ0335  STATE/COUNTY-  KY/FAYETTE
 HZ0335  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0335
 HZ0335                         *CURRENT SURVEY CONTROL
 HZ0335  ___________________________________________________________________
 HZ0335* NAD 83(1986)-  38 03 01.     (N)    084 30 12.     (W)     SCALED    
 HZ0335* NAVD 88     -       285.912  (meters)     938.03   (feet)  ADJUSTED  
 HZ0335  ___________________________________________________________________
 HZ0335  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HZ0335  DYNAMIC HT  -         285.702 (meters)     937.34  (feet)  COMP
 HZ0335  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 HZ0335
 HZ0335  VERT ORDER  -  FIRST     CLASS II
 HZ0335
 HZ0335.The horizontal coordinates were scaled from a topographic map and have
 HZ0335.an estimated accuracy of +/- 6 seconds.
 HZ0335
 HZ0335.The orthometric height was determined by differential leveling
 HZ0335.and adjusted by the National Geodetic Survey in June 1991..
 HZ0335
 HZ0335.The geoid height was determined by GEOID03.
 HZ0335
 HZ0335.The dynamic height is computed by dividing the NAVD 88
 HZ0335.geopotential number by the normal gravity value computed on the
 HZ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0335.degrees latitude (g = 980.6199 gals.).
 HZ0335
 HZ0335.The modeled gravity was interpolated from observed gravity values.
 HZ0335
 HZ0335;                    North         East    Units  Estimated Accuracy
 HZ0335;SPC KY1Z     - 1,191,280.    1,609,410.      MT  (+/- 180 meters Scaled)
 HZ0335
 HZ0335                          SUPERSEDED SURVEY CONTROL
 HZ0335
 HZ0335  NGVD 29 (??/??/92)  286.070  (m)          938.55   (f) ADJ UNCH    1 2
 HZ0335
 HZ0335.Superseded values are not recommended for survey control.
 HZ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0335.See file dsdata.txt to determine how the superseded data were derived.
 HZ0335
 HZ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH190143(NAD 83)
 HZ0335_MARKER: DB = BENCH MARK DISK
 HZ0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0335_SP_SET: WATER TABLE
 HZ0335_STAMPING: A 32 1935 938.548
 HZ0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0335
 HZ0335  HISTORY     - Date     Condition        Report By
 HZ0335  HISTORY     - 1935     MONUMENTED       CGS
 HZ0335  HISTORY     - 1955     GOOD             NGS
 HZ0335  HISTORY     - 1958     GOOD             NGS
 HZ0335  HISTORY     - 1978     MARK NOT FOUND   LOCENG
 HZ0335  HISTORY     - 20040602 MARK NOT FOUND   USPSQD
 HZ0335
 HZ0335                          STATION DESCRIPTION
 HZ0335
 HZ0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0335'AT LEXINGTON.
 HZ0335'AT LEXINGTON, AT THE LOUISVILLE AND NASHVILLE RAILROAD FREIGHT
 HZ0335'STATION, 75 FEET WEST OF THE CENTER OF THE INTERSECTION OF PATTERSON
 HZ0335'AND VINE STREETS, 11.5 FEET NORTHWEST OF THE EAST CORNER OF STATION
 HZ0335'SET VERTICAL IN THE NORTHEAST FACE OF STATION AND IN THE WATER
 HZ0335'TABLE.  ABOUT 4.3 FEET ABOVE THE LEVEL OF VINE STREET.
 HZ0335
 HZ0335                          STATION RECOVERY (1958)
 HZ0335
 HZ0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0335'RECOVERED IN GOOD CONDITION.
 HZ0335
 HZ0335                          STATION RECOVERY (1978)
 HZ0335
 HZ0335'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 HZ0335'MARK NOT FOUND.
 HZ0335
 HZ0335                          STATION RECOVERY (2004)
 HZ0335
 HZ0335'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 HZ0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1115 ***********************************************************************
 GY1115  DESIGNATION -  A 320
 GY1115  PID         -  GY1115
 GY1115  STATE/COUNTY-  KY/PIKE
 GY1115  USGS QUAD   -  PIKEVILLE (1992)
 GY1115
 GY1115                         *CURRENT SURVEY CONTROL
 GY1115  ___________________________________________________________________
 GY1115* NAD 83(1986)-  37 27 12.     (N)    082 34 53.     (W)     SCALED    
 GY1115* NAVD 88     -       276.935  (meters)     908.58   (feet)  ADJUSTED  
 GY1115  ___________________________________________________________________
 GY1115  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GY1115  DYNAMIC HT  -         276.722 (meters)     907.88  (feet)  COMP
 GY1115  MODELED GRAV-     979,853.1   (mgal)                       NAVD 88
 GY1115
 GY1115  VERT ORDER  -  SECOND    CLASS 0
 GY1115
 GY1115.The horizontal coordinates were scaled from a topographic map and have
 GY1115.an estimated accuracy of +/- 6 seconds.
 GY1115
 GY1115.The orthometric height was determined by differential leveling
 GY1115.and adjusted by the National Geodetic Survey in June 1991..
 GY1115
 GY1115.The geoid height was determined by GEOID03.
 GY1115
 GY1115.The dynamic height is computed by dividing the NAVD 88
 GY1115.geopotential number by the normal gravity value computed on the
 GY1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1115.degrees latitude (g = 980.6199 gals.).
 GY1115
 GY1115.The modeled gravity was interpolated from observed gravity values.
 GY1115
 GY1115;                    North         East    Units  Estimated Accuracy
 GY1115;SPC KY1Z     - 1,129,060.    1,780,290.      MT  (+/- 180 meters Scaled)
 GY1115
 GY1115                          SUPERSEDED SURVEY CONTROL
 GY1115
 GY1115  NGVD 29 (??/??/92)  277.130  (m)          909.22   (f) ADJ UNCH    2 0
 GY1115
 GY1115.Superseded values are not recommended for survey control.
 GY1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1115.See file dsdata.txt to determine how the superseded data were derived.
 GY1115
 GY1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB601463(NAD 83)
 GY1115_MARKER: DB = BENCH MARK DISK
 GY1115_SETTING: 66 = SET IN ROCK OUTCROP
 GY1115_SP_SET: ROCK CLIFF
 GY1115_STAMPING: A 320 1953 909.217
 GY1115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1115+STABILITY: POSITION/ELEVATION WELL
 GY1115
 GY1115  HISTORY     - Date     Condition        Report By
 GY1115  HISTORY     - 1953     MONUMENTED       CGS
 GY1115  HISTORY     - 1956     GOOD             NGS
 GY1115
 GY1115                          STATION DESCRIPTION
 GY1115
 GY1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1115'6.4 MI SW FROM PIKEVILLE.
 GY1115'2.2 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY1115'STATION AT PIKEVILLE TO BRIDGE OVER ISLAND CREEK AT TITAN SIDING,
 GY1115'THENCE 1.4 MILES SOUTHWEST ALONG A ROAD FOLLOWING ISLAND CREEK,
 GY1115'THENCE 2.85 MILES WEST ALONG ROAD FOLLOWING RIGHT FORK OF ISLAND
 GY1115'CREEK, 0.6 MILE EAST OF TOP OF A GRADE AND THE PIKE - FLOYD CO.
 GY1115'LINE, 57 FEET SOUTHEAST AND ACROSS CREEK FROM CENTER OF ROAD, 78
 GY1115'FEET EAST OF CENTER OF FORD ACROSS CREEK, 30 FEET SOUTHEAST OF
 GY1115'CENTER OF CREEK, SET VERTICALLY ABOUT 3/4 FEET ABOVE GROUND IN
 GY1115'THE NORTHWEST FACE OF A SLANTING ROCK AT THE BOTTOM OF A 6-FOOT
 GY1115'HIGH LAYERED CLIFF AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1534 ***********************************************************************
 GY1534  DESIGNATION -  A 321
 GY1534  PID         -  GY1534
 GY1534  STATE/COUNTY-  KY/FLOYD
 GY1534  USGS QUAD   -  HAROLD (1992)
 GY1534
 GY1534                         *CURRENT SURVEY CONTROL
 GY1534  ___________________________________________________________________
 GY1534* NAD 83(1986)-  37 30 16.     (N)    082 42 31.     (W)     SCALED    
 GY1534* NAVD 88     -       302.278  (meters)     991.72   (feet)  ADJUSTED  
 GY1534  ___________________________________________________________________
 GY1534  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GY1534  DYNAMIC HT  -         302.046 (meters)     990.96  (feet)  COMP
 GY1534  MODELED GRAV-     979,852.1   (mgal)                       NAVD 88
 GY1534
 GY1534  VERT ORDER  -  SECOND    CLASS 0
 GY1534
 GY1534.The horizontal coordinates were scaled from a topographic map and have
 GY1534.an estimated accuracy of +/- 6 seconds.
 GY1534
 GY1534.The orthometric height was determined by differential leveling
 GY1534.and adjusted by the National Geodetic Survey in June 1991..
 GY1534
 GY1534.The geoid height was determined by GEOID03.
 GY1534
 GY1534.The dynamic height is computed by dividing the NAVD 88
 GY1534.geopotential number by the normal gravity value computed on the
 GY1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1534.degrees latitude (g = 980.6199 gals.).
 GY1534
 GY1534.The modeled gravity was interpolated from observed gravity values.
 GY1534
 GY1534;                    North         East    Units  Estimated Accuracy
 GY1534;SPC KY1Z     - 1,134,360.    1,768,850.      MT  (+/- 180 meters Scaled)
 GY1534
 GY1534                          SUPERSEDED SURVEY CONTROL
 GY1534
 GY1534  NGVD 29 (??/??/92)  302.468  (m)          992.35   (f) ADJ UNCH    2 0
 GY1534
 GY1534.Superseded values are not recommended for survey control.
 GY1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1534.See file dsdata.txt to determine how the superseded data were derived.
 GY1534
 GY1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB489522(NAD 83)
 GY1534_MARKER: DB = BENCH MARK DISK
 GY1534_SETTING: 66 = SET IN ROCK OUTCROP
 GY1534_SP_SET: ROCK CLIFF
 GY1534_STAMPING: A 321 1953 992.347
 GY1534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1534+STABILITY: POSITION/ELEVATION WELL
 GY1534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1534+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 GY1534
 GY1534  HISTORY     - Date     Condition        Report By
 GY1534  HISTORY     - 1953     MONUMENTED       CGS
 GY1534  HISTORY     - 1956     GOOD             NGS
 GY1534  HISTORY     - 20010515 GOOD             KYDT
 GY1534  HISTORY     - 20010613 MARK NOT FOUND   KYDT
 GY1534
 GY1534                          STATION DESCRIPTION
 GY1534
 GY1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1534'6 MI W FROM HAROLD.
 GY1534'0.6 MILE WEST ALONG STATE HIGHWAY 979 FROM THE C. AND O. RR.
 GY1534'STATION AT HAROLD, THENCE 3.95 MILES NORTHWEST AND SOUTHWEST
 GY1534'ALONG ROAD FOLLOWING LITTLE MUD CREEK, THENCE 1.45 MILES
 GY1534'WEST ALONG ROAD FOLLOWING TRACE FORK AND TRAIL LEADING OVER
 GY1534'GAP INTO SPURLOCK CREEK, 265 YARDS EAST AND UPHILL FROM
 GY1534'JUNCTION OF CREEK ROAD FOLLOWING SPURLOCK CREEK DOWNSTREAM.
 GY1534'ABOUT 260 YARDS WEST OF THE TOP OF GAP, SET VERTICALLY IN THE
 GY1534'SOUTH FACE OF A ROCK CLIFF, 7 FEET NORTH OF CENTER OF TRAIL,
 GY1534'AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED
 GY1534'FROM MARTIN BY GOING 1.05 MILES SOUTHWEST ALONG STATE HIGHWAY
 GY1534'80 FROM HIGH SCHOOL, THENCE 2.65 MILES SOUTH ALONG STATE HIGHWAY
 GY1534'122, THENCE 3.35 MILES SOUTHEAST ALONG ROAD FOLLOWING SPURLOCK
 GY1534'CREEK, THENCE 0.15 MILE EAST ALONG A TRAIL OVER GAP INTO TRACE
 GY1534'FORK.
 GY1534
 GY1534                          STATION RECOVERY (2001)
 GY1534
 GY1534'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1534'RECOVERED IN GOOD CONDITION.
 GY1534
 GY1534                          STATION RECOVERY (2001)
 GY1534
 GY1534'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1231 ***********************************************************************
 GY1231  DESIGNATION -  A 322
 GY1231  PID         -  GY1231
 GY1231  STATE/COUNTY-  KY/KNOTT
 GY1231  USGS QUAD   -  HINDMAN (1992)
 GY1231
 GY1231                         *CURRENT SURVEY CONTROL
 GY1231  ___________________________________________________________________
 GY1231* NAD 83(1986)-  37 17 48.     (N)    082 53 58.     (W)     SCALED    
 GY1231* NAVD 88     -       370.295  (meters)    1214.88   (feet)  ADJUSTED  
 GY1231  ___________________________________________________________________
 GY1231  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GY1231  DYNAMIC HT  -         369.994 (meters)    1213.89  (feet)  COMP
 GY1231  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GY1231
 GY1231  VERT ORDER  -  SECOND    CLASS 0
 GY1231
 GY1231.The horizontal coordinates were scaled from a topographic map and have
 GY1231.an estimated accuracy of +/- 6 seconds.
 GY1231
 GY1231.The orthometric height was determined by differential leveling
 GY1231.and adjusted by the National Geodetic Survey in June 1991..
 GY1231
 GY1231.The geoid height was determined by GEOID03.
 GY1231
 GY1231.The dynamic height is computed by dividing the NAVD 88
 GY1231.geopotential number by the normal gravity value computed on the
 GY1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1231.degrees latitude (g = 980.6199 gals.).
 GY1231
 GY1231.The modeled gravity was interpolated from observed gravity values.
 GY1231
 GY1231;                    North         East    Units  Estimated Accuracy
 GY1231;SPC KY1Z     - 1,110,770.    1,752,690.      MT  (+/- 180 meters Scaled)
 GY1231
 GY1231                          SUPERSEDED SURVEY CONTROL
 GY1231
 GY1231  NGVD 29 (??/??/92)  370.451  (m)         1215.39   (f) ADJ UNCH    2 0
 GY1231
 GY1231.Superseded values are not recommended for survey control.
 GY1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1231.See file dsdata.txt to determine how the superseded data were derived.
 GY1231
 GY1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB316294(NAD 83)
 GY1231_MARKER: DB = BENCH MARK DISK
 GY1231_SETTING: 66 = SET IN ROCK OUTCROP
 GY1231_SP_SET: ROCK CUT
 GY1231_STAMPING: A 322 1953 1215.388
 GY1231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1231+STABILITY: POSITION/ELEVATION WELL
 GY1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1231+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 GY1231
 GY1231  HISTORY     - Date     Condition        Report By
 GY1231  HISTORY     - 1953     MONUMENTED       CGS
 GY1231  HISTORY     - 1956     GOOD             NGS
 GY1231  HISTORY     - 20060125 GOOD             KYTC
 GY1231
 GY1231                          STATION DESCRIPTION
 GY1231
 GY1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1231'6 MI SE FROM HINDMAN.
 GY1231'2.75 MILES SOUTHEAST ALONG STATE HIGHWAY 160 FROM JUNCTION OF
 GY1231'STATE HIGHWAY 80 AT HINDMAN, THENCE 3.3 MILES SOUTHEAST ALONG A
 GY1231'GRAVEL ROAD, 0.35 MILE SOUTHEAST OF THE TOP OF GRADE, 0.15 MILE
 GY1231'SOUTHEAST OF JUNCTION OF A NARROW ROAD NORTHEAST, SET VERTICALLY
 GY1231'IN THE NORTHEAST FACE OF A 15-FOOT HIGH ROCK CUT, 14 FEET
 GY1231'SOUTHWEST OF CENTER OF ROAD, 78 YARDS NORTHWEST OF A 24-INCH
 GY1231'PIPE CULVERT, 90 YARDS SOUTHEAST OF NORTHWEST END OF ROCKY PART
 GY1231'OF CUT, AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 GY1231
 GY1231                          STATION RECOVERY (2006)
 GY1231
 GY1231'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1171 ***********************************************************************
 GY1171  DESIGNATION -  A 323
 GY1171  PID         -  GY1171
 GY1171  STATE/COUNTY-  KY/FLOYD
 GY1171  USGS QUAD   -  WAYLAND (1992)
 GY1171
 GY1171                         *CURRENT SURVEY CONTROL
 GY1171  ___________________________________________________________________
 GY1171* NAD 83(1986)-  37 25 52.     (N)    082 48 15.     (W)     SCALED    
 GY1171* NAVD 88     -       218.976  (meters)     718.42   (feet)  ADJUSTED  
 GY1171  ___________________________________________________________________
 GY1171  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GY1171  DYNAMIC HT  -         218.804 (meters)     717.86  (feet)  COMP
 GY1171  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 GY1171
 GY1171  VERT ORDER  -  SECOND    CLASS 0
 GY1171
 GY1171.The horizontal coordinates were scaled from a topographic map and have
 GY1171.an estimated accuracy of +/- 6 seconds.
 GY1171
 GY1171.The orthometric height was determined by differential leveling
 GY1171.and adjusted by the National Geodetic Survey in June 1991..
 GY1171
 GY1171.The geoid height was determined by GEOID03.
 GY1171
 GY1171.The dynamic height is computed by dividing the NAVD 88
 GY1171.geopotential number by the normal gravity value computed on the
 GY1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1171.degrees latitude (g = 980.6199 gals.).
 GY1171
 GY1171.The modeled gravity was interpolated from observed gravity values.
 GY1171
 GY1171;                    North         East    Units  Estimated Accuracy
 GY1171;SPC KY1Z     - 1,125,950.    1,760,670.      MT  (+/- 180 meters Scaled)
 GY1171
 GY1171                          SUPERSEDED SURVEY CONTROL
 GY1171
 GY1171  NGVD 29 (??/??/92)  219.151  (m)          719.00   (f) ADJ UNCH    2 0
 GY1171
 GY1171.Superseded values are not recommended for survey control.
 GY1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1171.See file dsdata.txt to determine how the superseded data were derived.
 GY1171
 GY1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB403442(NAD 83)
 GY1171_MARKER: DB = BENCH MARK DISK
 GY1171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1171_SP_SET: CULVERT
 GY1171_STAMPING: A 323 1953 718.998
 GY1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1171+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 GY1171
 GY1171  HISTORY     - Date     Condition        Report By
 GY1171  HISTORY     - 1953     MONUMENTED       CGS
 GY1171  HISTORY     - 1956     GOOD             NGS
 GY1171  HISTORY     - 1980     GOOD             DOD
 GY1171  HISTORY     - 20060124 GOOD             KYTC
 GY1171
 GY1171                          STATION DESCRIPTION
 GY1171
 GY1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1171'1.2 MI S FROM WAYLAND.
 GY1171'1.2 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE HIGH SCHOOL AT
 GY1171'WAYLAND, 1.1 MILES SOUTH OF THE POST OFFICE AT WAYLAND, SET IN
 GY1171'THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A
 GY1171'3-FOOT CONCRETE BOX CULVERT FOR A SMALL HOLLOW FROM THE NORTHEAST,
 GY1171'15 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT
 GY1171'BELOW LEVEL OF HIGHWAY.
 GY1171
 GY1171                          STATION RECOVERY (1980)
 GY1171
 GY1171'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1171'RECOVERED IN GOOD CONDITION.
 GY1171
 GY1171                          STATION RECOVERY (2006)
 GY1171
 GY1171'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1028 ***********************************************************************
 GY1028  DESIGNATION -  A 324
 GY1028  PID         -  GY1028
 GY1028  STATE/COUNTY-  KY/LETCHER
 GY1028  USGS QUAD   -  BLACKEY (1992)
 GY1028
 GY1028                         *CURRENT SURVEY CONTROL
 GY1028  ___________________________________________________________________
 GY1028* NAD 83(1986)-  37 11 19.     (N)    082 53 42.     (W)     SCALED    
 GY1028* NAVD 88     -       336.875  (meters)    1105.23   (feet)  ADJUSTED  
 GY1028  ___________________________________________________________________
 GY1028  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GY1028  DYNAMIC HT  -         336.597 (meters)    1104.32  (feet)  COMP
 GY1028  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GY1028
 GY1028  VERT ORDER  -  SECOND    CLASS 0
 GY1028
 GY1028.The horizontal coordinates were scaled from a topographic map and have
 GY1028.an estimated accuracy of +/- 6 seconds.
 GY1028
 GY1028.The orthometric height was determined by differential leveling
 GY1028.and adjusted by the National Geodetic Survey in June 1991..
 GY1028
 GY1028.The geoid height was determined by GEOID03.
 GY1028
 GY1028.The dynamic height is computed by dividing the NAVD 88
 GY1028.geopotential number by the normal gravity value computed on the
 GY1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1028.degrees latitude (g = 980.6199 gals.).
 GY1028
 GY1028.The modeled gravity was interpolated from observed gravity values.
 GY1028
 GY1028;                    North         East    Units  Estimated Accuracy
 GY1028;SPC KY1Z     - 1,098,800.    1,753,450.      MT  (+/- 180 meters Scaled)
 GY1028
 GY1028                          SUPERSEDED SURVEY CONTROL
 GY1028
 GY1028  NGVD 29 (??/??/92)  337.030  (m)         1105.74   (f) ADJ UNCH    2 0
 GY1028
 GY1028.Superseded values are not recommended for survey control.
 GY1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1028.See file dsdata.txt to determine how the superseded data were derived.
 GY1028
 GY1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB317174(NAD 83)
 GY1028_MARKER: DB = BENCH MARK DISK
 GY1028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1028_SP_SET: CULVERT
 GY1028_STAMPING: A 324 1953 1105.739
 GY1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1028
 GY1028  HISTORY     - Date     Condition        Report By
 GY1028  HISTORY     - 1953     MONUMENTED       CGS
 GY1028  HISTORY     - 1956     GOOD             NGS
 GY1028  HISTORY     - 20010319 MARK NOT FOUND   INDIV
 GY1028  HISTORY     - 20020521 MARK NOT FOUND   KYDT
 GY1028
 GY1028                          STATION DESCRIPTION
 GY1028
 GY1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1028'AT ISOM.
 GY1028'AT ISOM, 0.7 MILE EAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 GY1028'OF STATE HIGHWAY 7 AT ISOM, AT THE JUNCTION OF A BLACK TOP
 GY1028'ROAD NORTH AN AT AN OVERPASS OF THE CHESAPEAKE AND OHIO
 GY1028'RAILROAD OVER HIGHWAY 15, ABOUT 70 YARDS NORTHEAST OF OVERPASS
 GY1028'AND JUNCTION OF ROAD NORTH, SET IN THE TOP OF THE SOUTH END OF
 GY1028'WEST HEAD WALL OF A 20-FOOT CONCRETE CULVERT WITH PARTITION
 GY1028'THAT EXTENDS UNDER THE BLACK TOP ROAD NORTH AND THE TRACKS, 20
 GY1028'FEET WEST OF THE CENTER LINE OF BLACK TOP ROAD PARALLEL TO WEST
 GY1028'SIDE OF TRACK AND ABOUT 1/2 FOOT BELOW LEVEL OF ROAD.
 GY1028
 GY1028                          STATION RECOVERY (2001)
 GY1028
 GY1028'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DJB)
 GY1028'THE CONCRETE HEADWALL AT THE DESCRIBED LOCATION HAS AN INCUSED DATE OF
 GY1028'CONSTRUCTION OF 1969. THE POINT (A324) WAS SET IN 1953. THE ORIGINAL
 GY1028'HEADWALL WAS REMOVED DURING CONSTRUCTION OF KY STATE ROAD 15.
 GY1028
 GY1028                          STATION RECOVERY (2002)
 GY1028
 GY1028'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY1028'THIS CULVERT WAS REMODELED AND THE ROAD GRADE RAISED IN 1969 WHEN NEW
 GY1028'KY 15 WAS BUILT, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1153 ***********************************************************************
 GY1153  DESIGNATION -  A 325
 GY1153  PID         -  GY1153
 GY1153  STATE/COUNTY-  KY/LETCHER
 GY1153  USGS QUAD   -  JENKINS WEST (1992)
 GY1153
 GY1153                         *CURRENT SURVEY CONTROL
 GY1153  ___________________________________________________________________
 GY1153* NAD 83(1986)-  37 14 19.     (N)    082 41 52.     (W)     SCALED    
 GY1153* NAVD 88     -       509.299  (meters)    1670.93   (feet)  ADJUSTED  
 GY1153  ___________________________________________________________________
 GY1153  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GY1153  DYNAMIC HT  -         508.877 (meters)    1669.54  (feet)  COMP
 GY1153  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 GY1153
 GY1153  VERT ORDER  -  SECOND    CLASS 0
 GY1153
 GY1153.The horizontal coordinates were scaled from a topographic map and have
 GY1153.an estimated accuracy of +/- 6 seconds.
 GY1153
 GY1153.The orthometric height was determined by differential leveling
 GY1153.and adjusted by the National Geodetic Survey in June 1991..
 GY1153
 GY1153.The geoid height was determined by GEOID03.
 GY1153
 GY1153.The dynamic height is computed by dividing the NAVD 88
 GY1153.geopotential number by the normal gravity value computed on the
 GY1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1153.degrees latitude (g = 980.6199 gals.).
 GY1153
 GY1153.The modeled gravity was interpolated from observed gravity values.
 GY1153
 GY1153;                    North         East    Units  Estimated Accuracy
 GY1153;SPC KY1Z     - 1,104,900.    1,770,780.      MT  (+/- 180 meters Scaled)
 GY1153
 GY1153                          SUPERSEDED SURVEY CONTROL
 GY1153
 GY1153  NGVD 29 (??/??/92)  509.460  (m)         1671.45   (f) ADJ UNCH    2 0
 GY1153
 GY1153.Superseded values are not recommended for survey control.
 GY1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1153.See file dsdata.txt to determine how the superseded data were derived.
 GY1153
 GY1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB494226(NAD 83)
 GY1153_MARKER: DB = BENCH MARK DISK
 GY1153_SETTING: 66 = SET IN ROCK OUTCROP
 GY1153_SP_SET: ROCK CLIFF
 GY1153_STAMPING: A 325 1953 1671.453
 GY1153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1153+STABILITY: POSITION/ELEVATION WELL
 GY1153
 GY1153  HISTORY     - Date     Condition        Report By
 GY1153  HISTORY     - 1953     MONUMENTED       CGS
 GY1153  HISTORY     - 1956     GOOD             NGS
 GY1153
 GY1153                          STATION DESCRIPTION
 GY1153
 GY1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1153'1.8 MI N FROM HEMPHILL.
 GY1153'1.8 MILES NORTH ALONG ROAD FOLLOWING YOUNTS FORK (EXTENSION OF
 GY1153'STATE HIGHWAY 317) FROM THE JUNCTION OF STATE HIGHWAY 275 AT
 GY1153'HEMPHILL, 0.5 MILE SOUTH OF THE TOP OF BOONE GAP, ABOUT 60 YARDS
 GY1153'NORTHWEST OF JUNCTION OF CREEK FORKS, SET VERTICALLY IN THE EAST
 GY1153'FACE OF A 1 1/2-FOOT HIGH AND 6-FOOT WIDE ROCK CLIFF ON WEST SIDE
 GY1153'OF AN ABANDONED ROAD BED, AND ABOUT 3 FEET ABOVE LEVEL OF ABANDONED
 GY1153'ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0970 ***********************************************************************
 GY0970  DESIGNATION -  A 326
 GY0970  PID         -  GY0970
 GY0970  STATE/COUNTY-  KY/LETCHER
 GY0970  USGS QUAD   -  WHITESBURG (1978)
 GY0970
 GY0970                         *CURRENT SURVEY CONTROL
 GY0970  ___________________________________________________________________
 GY0970* NAD 83(1986)-  37 03 43.     (N)    082 47 50.     (W)     SCALED    
 GY0970* NAVD 88     -       544.629  (meters)    1786.84   (feet)  ADJUSTED  
 GY0970  ___________________________________________________________________
 GY0970  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GY0970  DYNAMIC HT  -         544.154 (meters)    1785.28  (feet)  COMP
 GY0970  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 GY0970
 GY0970  VERT ORDER  -  SECOND    CLASS 0
 GY0970
 GY0970.The horizontal coordinates were scaled from a topographic map and have
 GY0970.an estimated accuracy of +/- 6 seconds.
 GY0970
 GY0970.The orthometric height was determined by differential leveling
 GY0970.and adjusted by the National Geodetic Survey in June 1991..
 GY0970
 GY0970.The geoid height was determined by GEOID03.
 GY0970
 GY0970.The dynamic height is computed by dividing the NAVD 88
 GY0970.geopotential number by the normal gravity value computed on the
 GY0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0970.degrees latitude (g = 980.6199 gals.).
 GY0970
 GY0970.The modeled gravity was interpolated from observed gravity values.
 GY0970
 GY0970;                    North         East    Units  Estimated Accuracy
 GY0970;SPC KY1Z     - 1,085,020.    1,762,580.      MT  (+/- 180 meters Scaled)
 GY0970
 GY0970                          SUPERSEDED SURVEY CONTROL
 GY0970
 GY0970  NGVD 29 (??/??/92)  544.762  (m)         1787.27   (f) ADJ UNCH    2 0
 GY0970
 GY0970.Superseded values are not recommended for survey control.
 GY0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0970.See file dsdata.txt to determine how the superseded data were derived.
 GY0970
 GY0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB402032(NAD 83)
 GY0970_MARKER: DB = BENCH MARK DISK
 GY0970_SETTING: 66 = SET IN ROCK OUTCROP
 GY0970_SP_SET: ROCK CUT
 GY0970_STAMPING: A 326 1953 1787.273
 GY0970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0970+STABILITY: POSITION/ELEVATION WELL
 GY0970
 GY0970  HISTORY     - Date     Condition        Report By
 GY0970  HISTORY     - 1953     MONUMENTED       CGS
 GY0970  HISTORY     - 1956     GOOD             NGS
 GY0970
 GY0970                          STATION DESCRIPTION
 GY0970
 GY0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0970'0.8 MI NE FROM OVEN FORK.
 GY0970'0.75 MILE NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION
 GY0970'OF STATE HIGHWAY 806 AT OVEN FORK, 0.15 MILE SOUTH OF THE JUNCTION
 GY0970'OF A BLACK TOP ROAD EAST TO FLAT GAP AND POUND, VIRGINIA, 1.05
 GY0970'MILES NORTHEAST OF THE POST OFFICE AT OVEN FORK, SET VERTICALLY
 GY0970'IN THE EAST FACE OF AN 8-FOOT HIGH ROCK CUT, 13 FEET WEST OF
 GY0970'CENTER LINE OF HIGHWAY AND ABOUT 2 1/2 FEET ABOVE LEVEL OF
 GY0970'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0820 ***********************************************************************
 GY0820  DESIGNATION -  A 327
 GY0820  PID         -  GY0820
 GY0820  STATE/COUNTY-  KY/LETCHER
 GY0820  USGS QUAD   -  JENKINS EAST (1992)
 GY0820
 GY0820                         *CURRENT SURVEY CONTROL
 GY0820  ___________________________________________________________________
 GY0820* NAD 83(1986)-  37 10 58.     (N)    082 37 14.     (W)     SCALED    
 GY0820* NAVD 88     -       455.096  (meters)    1493.09   (feet)  ADJUSTED  
 GY0820  ___________________________________________________________________
 GY0820  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GY0820  DYNAMIC HT  -         454.711 (meters)    1491.83  (feet)  COMP
 GY0820  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 GY0820
 GY0820  VERT ORDER  -  SECOND    CLASS 0
 GY0820
 GY0820.The horizontal coordinates were scaled from a topographic map and have
 GY0820.an estimated accuracy of +/- 6 seconds.
 GY0820
 GY0820.The orthometric height was determined by differential leveling
 GY0820.and adjusted by the National Geodetic Survey in June 1991..
 GY0820
 GY0820.The geoid height was determined by GEOID03.
 GY0820
 GY0820.The dynamic height is computed by dividing the NAVD 88
 GY0820.geopotential number by the normal gravity value computed on the
 GY0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0820.degrees latitude (g = 980.6199 gals.).
 GY0820
 GY0820.The modeled gravity was interpolated from observed gravity values.
 GY0820
 GY0820;                    North         East    Units  Estimated Accuracy
 GY0820;SPC KY1Z     - 1,098,930.    1,777,830.      MT  (+/- 180 meters Scaled)
 GY0820
 GY0820                          SUPERSEDED SURVEY CONTROL
 GY0820
 GY0820  NGVD 29 (??/??/92)  455.242  (m)         1493.57   (f) ADJ UNCH    2 0
 GY0820
 GY0820.Superseded values are not recommended for survey control.
 GY0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0820.See file dsdata.txt to determine how the superseded data were derived.
 GY0820
 GY0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB561163(NAD 83)
 GY0820_MARKER: DB = BENCH MARK DISK
 GY0820_SETTING: 66 = SET IN ROCK OUTCROP
 GY0820_SP_SET: ROCK CUT
 GY0820_STAMPING: A 327 1953 1493.573
 GY0820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0820+STABILITY: POSITION/ELEVATION WELL
 GY0820
 GY0820  HISTORY     - Date     Condition        Report By
 GY0820  HISTORY     - 1953     MONUMENTED       CGS
 GY0820  HISTORY     - 1956     GOOD             NGS
 GY0820
 GY0820                          STATION DESCRIPTION
 GY0820
 GY0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0820'1 MI NE FROM JENKINS.
 GY0820'1.05 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 GY0820'THE STATION AT JENKINS, 0.95 MILE SOUTHWEST OF THE SCHOOL AT BURDINE,
 GY0820'92 YARDS NORTHEAST OF MILE POST 27, 80 YARDS SOUTHWEST OF
 GY0820'RAILROAD BRIDGE NO. 269 OVER A SMALL CREEK FROM NORTHWEST, 25
 GY0820'YARDS SOUTHWEST OF THE NORTHEAST END OF ROCK CUT, 12 FEET NORTHWEST
 GY0820'OF NORTHWEST RAIL, SET VERTICALLY 5.5 FEET ABOVE THE BOTTOM OF
 GY0820'DITCH, IN THE SOUTHEAST FACE OF A 15-FOOT HIGH ROCK CUT, ABOUT 3.5
 GY0820'FEET ABOVE THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1324 ***********************************************************************
 GA1324  DESIGNATION -  A 328
 GA1324  PID         -  GA1324
 GA1324  STATE/COUNTY-  KY/HARLAN
 GA1324  USGS QUAD   -  BENHAM (1979)
 GA1324
 GA1324                         *CURRENT SURVEY CONTROL
 GA1324  ___________________________________________________________________
 GA1324* NAD 83(1986)-  36 54 05.     (N)    082 57 34.     (W)     SCALED    
 GA1324* NAVD 88     -      1126.236  (meters)    3694.99   (feet)  ADJUSTED  
 GA1324  ___________________________________________________________________
 GA1324  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA1324  DYNAMIC HT  -        1125.243 (meters)    3691.73  (feet)  COMP
 GA1324  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 GA1324
 GA1324  VERT ORDER  -  SECOND    CLASS 0
 GA1324
 GA1324.The horizontal coordinates were scaled from a topographic map and have
 GA1324.an estimated accuracy of +/- 6 seconds.
 GA1324
 GA1324.The orthometric height was determined by differential leveling
 GA1324.and adjusted by the National Geodetic Survey in June 1991..
 GA1324
 GA1324.The geoid height was determined by GEOID03.
 GA1324
 GA1324.The dynamic height is computed by dividing the NAVD 88
 GA1324.geopotential number by the normal gravity value computed on the
 GA1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1324.degrees latitude (g = 980.6199 gals.).
 GA1324
 GA1324.The modeled gravity was interpolated from observed gravity values.
 GA1324
 GA1324;                    North         East    Units  Estimated Accuracy
 GA1324;SPC KY1Z     - 1,066,770.    1,748,690.      MT  (+/- 180 meters Scaled)
 GA1324
 GA1324                          SUPERSEDED SURVEY CONTROL
 GA1324
 GA1324  NGVD 29 (??/??/92) 1126.393  (m)         3695.51   (f) ADJ UNCH    2 0
 GA1324
 GA1324.Superseded values are not recommended for survey control.
 GA1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1324.See file dsdata.txt to determine how the superseded data were derived.
 GA1324
 GA1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA254857(NAD 83)
 GA1324_MARKER: DB = BENCH MARK DISK
 GA1324_SETTING: 66 = SET IN ROCK OUTCROP
 GA1324_SP_SET: ROCK OUTCROP
 GA1324_STAMPING: A 328 1953 3695.508
 GA1324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1324+STABILITY: POSITION/ELEVATION WELL
 GA1324
 GA1324  HISTORY     - Date     Condition        Report By
 GA1324  HISTORY     - 1953     MONUMENTED       CGS
 GA1324  HISTORY     - 1956     GOOD             NGS
 GA1324
 GA1324                          STATION DESCRIPTION
 GA1324
 GA1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1324'11.2 MI E FROM LOUELLEN.
 GA1324'11.15 MILES NORTHEAST AND EAST ALONG ROAD FOLLOWING FUGITT CREEK
 GA1324'AND UP WEST SLOPE AND OVER TOP OF BLACK MOUNTAIN FROM THE JUNCTION
 GA1324'OF STATE HIGHWAY 38 AND SCHOOL AT LOUELLEN, 1.85 MILES WEST AND
 GA1324'NORTHWEST FROM A ROCK FORMATION LOCALLY KNOWN AS ROCKHOUSE, 0.25
 GA1324'MILE EAST OF CROSSING OF POWER TRANSMISSION LINE, 0.3 MILE WEST OF
 GA1324'PASSING BETWEEN LARGE ROCKS, 0.4 MILE EAST OF JUNCTION OF A
 GA1324'LOGGING ROAD WEST AND UPHILL, SET IN THE TOP OF THE HIGHEST POINT
 GA1324'OF A 24-FOOT LONG AND 6-FOOT WIDE AND 3 1/2 FOOT HIGH ROCK OUTCROP
 GA1324'26 FEET NORTH OF CENTER OF ROAD, 15 FEET SOUTH OF A 10-INCH WILD
 GA1324'CHERRY TREE WITH OUTLINED TRIANGLE BLAZE, AT AN OLD SAW MILL SITE
 GA1324'AND SOUTHEAST OF SAW DUST PILE, ABOUT 1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0822 ***********************************************************************
 GY0822  DESIGNATION -  A 329
 GY0822  PID         -  GY0822
 GY0822  STATE/COUNTY-  KY/LETCHER
 GY0822  USGS QUAD   -  JENKINS EAST (1992)
 GY0822
 GY0822                         *CURRENT SURVEY CONTROL
 GY0822  ___________________________________________________________________
 GY0822* NAD 83(1986)-  37 11 44.     (N)    082 35 30.     (W)     SCALED    
 GY0822* NAVD 88     -       436.695  (meters)    1432.72   (feet)  ADJUSTED  
 GY0822  ___________________________________________________________________
 GY0822  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GY0822  DYNAMIC HT  -         436.328 (meters)    1431.52  (feet)  COMP
 GY0822  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 GY0822
 GY0822  VERT ORDER  -  SECOND    CLASS 0
 GY0822
 GY0822.The horizontal coordinates were scaled from a topographic map and have
 GY0822.an estimated accuracy of +/- 6 seconds.
 GY0822
 GY0822.The orthometric height was determined by differential leveling
 GY0822.and adjusted by the National Geodetic Survey in June 1991..
 GY0822
 GY0822.The geoid height was determined by GEOID03.
 GY0822
 GY0822.The dynamic height is computed by dividing the NAVD 88
 GY0822.geopotential number by the normal gravity value computed on the
 GY0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0822.degrees latitude (g = 980.6199 gals.).
 GY0822
 GY0822.The modeled gravity was interpolated from observed gravity values.
 GY0822
 GY0822;                    North         East    Units  Estimated Accuracy
 GY0822;SPC KY1Z     - 1,100,440.    1,780,350.      MT  (+/- 180 meters Scaled)
 GY0822
 GY0822                          SUPERSEDED SURVEY CONTROL
 GY0822
 GY0822  NGVD 29 (??/??/92)  436.846  (m)         1433.22   (f) ADJ UNCH    2 0
 GY0822
 GY0822.Superseded values are not recommended for survey control.
 GY0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0822.See file dsdata.txt to determine how the superseded data were derived.
 GY0822
 GY0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB587177(NAD 83)
 GY0822_MARKER: DB = BENCH MARK DISK
 GY0822_SETTING: 66 = SET IN ROCK OUTCROP
 GY0822_SP_SET: SANDSTONE LEDGE
 GY0822_STAMPING: A 329 1953 1433.219
 GY0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0822+STABILITY: POSITION/ELEVATION WELL
 GY0822
 GY0822  HISTORY     - Date     Condition        Report By
 GY0822  HISTORY     - 1953     MONUMENTED       CGS
 GY0822  HISTORY     - 1956     POOR             NGS
 GY0822
 GY0822                          STATION DESCRIPTION
 GY0822
 GY0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0822'0.9 MI NE FROM BURDINE.
 GY0822'0.9 MILE NORTHEAST OF THE SCHOOL AT BURDINE ALONG THE CHESAPEAKE
 GY0822'AND OHIO RAILROAD, 13 RAILS SOUTHWEST OF THE CROSSING OF U.S.
 GY0822'HIGHWAY 23, 21 RAILS SOUTHWEST AND ACROSS HIGHWAY FROM RAILROAD
 GY0822'BRIDGE NO. 249, OVER ELKHORN CREEK, 36.4 FEET WEST AND ACROSS TRACK
 GY0822'FROM A RAILROAD TELEPHONE BOX, 9.5 FEET NORTHWEST OF
 GY0822'NORTHWEST RAIL, SET VERTICALLY IN THE SOUTHEAST FACE OF SANDSTONE
 GY0822'LEDGE IN LARGE CUT ON THE INSIDE OF A CURVE, ABOUT 2 FEET ABOVE
 GY0822'THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0093 ***********************************************************************
 HZ0093  DESIGNATION -  A 33
 HZ0093  PID         -  HZ0093
 HZ0093  STATE/COUNTY-  KY/NICHOLAS
 HZ0093  USGS QUAD   -  CARLISLE (1979)
 HZ0093
 HZ0093                         *CURRENT SURVEY CONTROL
 HZ0093  ___________________________________________________________________
 HZ0093* NAD 83(1986)-  38 18 53.     (N)    084 03 20.     (W)     SCALED    
 HZ0093* NAVD 88     -       245.524  (meters)     805.52   (feet)  ADJUSTED  
 HZ0093  ___________________________________________________________________
 HZ0093  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 HZ0093  DYNAMIC HT  -         245.347 (meters)     804.94  (feet)  COMP
 HZ0093  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 HZ0093
 HZ0093  VERT ORDER  -  SECOND    CLASS 0
 HZ0093
 HZ0093.The horizontal coordinates were scaled from a topographic map and have
 HZ0093.an estimated accuracy of +/- 6 seconds.
 HZ0093
 HZ0093.The orthometric height was determined by differential leveling
 HZ0093.and adjusted by the National Geodetic Survey in June 1991..
 HZ0093
 HZ0093.The geoid height was determined by GEOID03.
 HZ0093
 HZ0093.The dynamic height is computed by dividing the NAVD 88
 HZ0093.geopotential number by the normal gravity value computed on the
 HZ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0093.degrees latitude (g = 980.6199 gals.).
 HZ0093
 HZ0093.The modeled gravity was interpolated from observed gravity values.
 HZ0093
 HZ0093;                    North         East    Units  Estimated Accuracy
 HZ0093;SPC KY1Z     - 1,221,250.    1,648,170.      MT  (+/- 180 meters Scaled)
 HZ0093
 HZ0093                          SUPERSEDED SURVEY CONTROL
 HZ0093
 HZ0093  NGVD 29 (??/??/92)  245.711  (m)          806.14   (f) ADJ UNCH    2 0
 HZ0093
 HZ0093.Superseded values are not recommended for survey control.
 HZ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0093.See file dsdata.txt to determine how the superseded data were derived.
 HZ0093
 HZ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH574448(NAD 83)
 HZ0093_MARKER: DB = BENCH MARK DISK
 HZ0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0093_SP_SET: ABUTMENT
 HZ0093_STAMPING: A 33 1935 806.137
 HZ0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0093+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 HZ0093
 HZ0093  HISTORY     - Date     Condition        Report By
 HZ0093  HISTORY     - 1935     MONUMENTED       CGS
 HZ0093  HISTORY     - 1955     GOOD             NGS
 HZ0093  HISTORY     - 20020612 GOOD             KYDT
 HZ0093
 HZ0093                          STATION DESCRIPTION
 HZ0093
 HZ0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0093'1.6 MI W FROM CARLISLE.
 HZ0093'1.55 MILES WEST ALONG STATE HIGHWAY 36 FROM THE COURTHOUSE IN
 HZ0093'CARLISLE, 75 FEET SOUTH OF THE HIGHWAY, IN THE TOP OF THE
 HZ0093'SOUTHEAST END OF THE NORTHWEST STONE ABUTMENT OF THE LOUISVILLE
 HZ0093'AND NASHVILLE RAILROAD BRIDGE NO. 96, 13 FEET SOUTH OF THE SOUTH
 HZ0093'RAIL, 3 1/2 FEET BELOW THE LEVEL OF TRACK.
 HZ0093
 HZ0093                          STATION RECOVERY (2002)
 HZ0093
 HZ0093'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1689 ***********************************************************************
 GA1689  DESIGNATION -  A 330
 GA1689  PID         -  GA1689
 GA1689  STATE/COUNTY-  KY/HARLAN
 GA1689  USGS QUAD   -  LOUELLEN (1982)
 GA1689
 GA1689                         *CURRENT SURVEY CONTROL
 GA1689  ___________________________________________________________________
 GA1689* NAD 83(1986)-  36 54 20.     (N)    083 04 12.     (W)     SCALED    
 GA1689* NAVD 88     -       472.213  (meters)    1549.25   (feet)  ADJUSTED  
 GA1689  ___________________________________________________________________
 GA1689  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA1689  DYNAMIC HT  -         471.800 (meters)    1547.90  (feet)  COMP
 GA1689  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 GA1689
 GA1689  VERT ORDER  -  SECOND    CLASS 0
 GA1689
 GA1689.The horizontal coordinates were scaled from a topographic map and have
 GA1689.an estimated accuracy of +/- 6 seconds.
 GA1689
 GA1689.The orthometric height was determined by differential leveling
 GA1689.and adjusted by the National Geodetic Survey in June 1991..
 GA1689
 GA1689.The geoid height was determined by GEOID03.
 GA1689
 GA1689.The dynamic height is computed by dividing the NAVD 88
 GA1689.geopotential number by the normal gravity value computed on the
 GA1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1689.degrees latitude (g = 980.6199 gals.).
 GA1689
 GA1689.The modeled gravity was interpolated from observed gravity values.
 GA1689
 GA1689;                    North         East    Units  Estimated Accuracy
 GA1689;SPC KY1Z     - 1,066,940.    1,738,820.      MT  (+/- 180 meters Scaled)
 GA1689
 GA1689                          SUPERSEDED SURVEY CONTROL
 GA1689
 GA1689  NGVD 29 (??/??/92)  472.354  (m)         1549.71   (f) ADJ UNCH    2 0
 GA1689
 GA1689.Superseded values are not recommended for survey control.
 GA1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1689.See file dsdata.txt to determine how the superseded data were derived.
 GA1689
 GA1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA155863(NAD 83)
 GA1689_MARKER: DB = BENCH MARK DISK
 GA1689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1689_SP_SET: ABUTMENT
 GA1689_STAMPING: A 330 1953 1549.715
 GA1689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1689
 GA1689  HISTORY     - Date     Condition        Report By
 GA1689  HISTORY     - 1953     MONUMENTED       CGS
 GA1689  HISTORY     - 1956     GOOD             NGS
 GA1689
 GA1689                          STATION DESCRIPTION
 GA1689
 GA1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1689'1 MI E FROM LOUELLEN.
 GA1689'ABOUT 1.05 MILES EAST ALONG STATE HIGHWAY 38 FROM THE SCHOOL
 GA1689'AT LOUELLEN, ABOUT 140 YARDS NORTHWEST OF THE POST OFFICE
 GA1689'AT CLOSPLINT, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 GA1689'CONCRETE ABUTMENT OF LOUISVILLE AND NASHVILLE RAILROAD BRIDGE
 GA1689'OVER MOUTH OF BEAR BRANCH, 6 FEET SOUTHWEST OF SOUTHWEST RAIL
 GA1689'OF MAIN TRACK, 62 FEET NORTHEAST OF CENTER LINE OF HIGHWAY,
 GA1689'ABOUT 1/2 FOOT BELOW LEVEL OF TRACK AND ABOUT 5 1/2 FEET ABOVE
 GA1689'LEVEL OF HIGHWAY.
 GA1689
 GA1689                          STATION RECOVERY (1956)
 GA1689
 GA1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0969 ***********************************************************************
 HA0969  DESIGNATION -  A 331
 HA0969  PID         -  HA0969
 HA0969  STATE/COUNTY-  KY/UNION
 HA0969  USGS QUAD   -  UNIONTOWN (1981)
 HA0969
 HA0969                         *CURRENT SURVEY CONTROL
 HA0969  ___________________________________________________________________
 HA0969* NAD 83(1986)-  37 50 44.     (N)    087 53 28.     (W)     SCALED    
 HA0969* NAVD 88     -       109.609  (meters)     359.61   (feet)  ADJUSTED  
 HA0969  ___________________________________________________________________
 HA0969  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HA0969  DYNAMIC HT  -         109.534 (meters)     359.36  (feet)  COMP
 HA0969  MODELED GRAV-     979,942.5   (mgal)                       NAVD 88
 HA0969
 HA0969  VERT ORDER  -  FIRST     CLASS II
 HA0969
 HA0969.The horizontal coordinates were scaled from a topographic map and have
 HA0969.an estimated accuracy of +/- 6 seconds.
 HA0969
 HA0969.The orthometric height was determined by differential leveling
 HA0969.and adjusted by the National Geodetic Survey in June 1991..
 HA0969
 HA0969.The geoid height was determined by GEOID03.
 HA0969
 HA0969.The dynamic height is computed by dividing the NAVD 88
 HA0969.geopotential number by the normal gravity value computed on the
 HA0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0969.degrees latitude (g = 980.6199 gals.).
 HA0969
 HA0969.The modeled gravity was interpolated from observed gravity values.
 HA0969
 HA0969;                    North         East    Units  Estimated Accuracy
 HA0969;SPC KY1Z     - 1,169,990.    1,311,580.      MT  (+/- 180 meters Scaled)
 HA0969
 HA0969                          SUPERSEDED SURVEY CONTROL
 HA0969
 HA0969  NGVD 29 (??/??/92)  109.710  (m)          359.94   (f) ADJ UNCH    1 2
 HA0969
 HA0969.Superseded values are not recommended for survey control.
 HA0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0969.See file dsdata.txt to determine how the superseded data were derived.
 HA0969
 HA0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG215890(NAD 83)
 HA0969_MARKER: DB = BENCH MARK DISK
 HA0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0969_STAMPING: A 331 1953
 HA0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0969+STABILITY: SURFACE MOTION
 HA0969
 HA0969  HISTORY     - Date     Condition        Report By
 HA0969  HISTORY     - 1953     MONUMENTED       CGS
 HA0969
 HA0969                          STATION DESCRIPTION
 HA0969
 HA0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0969'6.2 MI NE FROM UNIONTOWN.
 HA0969'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 360 FROM THE
 HA0969'INTERSECTION OF MAIN STREET AT UNIONTOWN, THENCE ABOUT 5.65 MILES
 HA0969'NORTHEAST AND NORTH ALONG A GRAVEL ROAD FOLLOWING THE OHIO RIVER
 HA0969'UPSTREAM, AT AN EAST-WEST CROSSROAD, 39 FEET SOUTHEAST OF CENTER
 HA0969'LINE OF ROAD AT CENTER OF INTERSECTION, 29 FEET SOUTH OF CENTER LINE
 HA0969'OF ROAD EAST, 21 1/2 FEET EAST OF NORTHEAST END OF A FENCE LINE, 2
 HA0969'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 HA0969'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HA0969'NOTE-- THE WITNESS POST IS GONE AND THE MARK IS FLUSH WITH SMALL
 HA0969'RISE OF EARTH, ALSO THE FENCE IS GONE.  THERE HAS BEEN SOME
 HA0969'GRADING AROUND THE MARK AND THE MONUMENT HAS BEEN SLIGHTLY NICKED
 HA0969'WITH A GRADER BLADE BUT IT IS NOT BELIEVED THAT THE MARK WAS
 HA0969'DISTURBED ANY BY THE GRADER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0647 ***********************************************************************
 HA0647  DESIGNATION -  A 332
 HA0647  PID         -  HA0647
 HA0647  STATE/COUNTY-  KY/DAVIESS
 HA0647  USGS QUAD   -  OWENSBORO WEST (1980)
 HA0647
 HA0647                         *CURRENT SURVEY CONTROL
 HA0647  ___________________________________________________________________
 HA0647* NAD 83(1986)-  37 46 58.     (N)    087 08 26.     (W)     SCALED    
 HA0647* NAVD 88     -       123.201  (meters)     404.20   (feet)  ADJUSTED  
 HA0647  ___________________________________________________________________
 HA0647  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HA0647  DYNAMIC HT  -         123.116 (meters)     403.92  (feet)  COMP
 HA0647  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 HA0647
 HA0647  VERT ORDER  -  FIRST     CLASS II
 HA0647
 HA0647.The horizontal coordinates were scaled from a topographic map and have
 HA0647.an estimated accuracy of +/- 6 seconds.
 HA0647
 HA0647.The orthometric height was determined by differential leveling
 HA0647.and adjusted by the National Geodetic Survey in June 1991..
 HA0647
 HA0647.The geoid height was determined by GEOID03.
 HA0647
 HA0647.The dynamic height is computed by dividing the NAVD 88
 HA0647.geopotential number by the normal gravity value computed on the
 HA0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0647.degrees latitude (g = 980.6199 gals.).
 HA0647
 HA0647.The modeled gravity was interpolated from observed gravity values.
 HA0647
 HA0647;                    North         East    Units  Estimated Accuracy
 HA0647;SPC KY1Z     - 1,161,780.    1,377,520.      MT  (+/- 180 meters Scaled)
 HA0647
 HA0647                          SUPERSEDED SURVEY CONTROL
 HA0647
 HA0647  NGVD 29 (??/??/92)  123.301  (m)          404.53   (f) ADJ UNCH    1 2
 HA0647
 HA0647.Superseded values are not recommended for survey control.
 HA0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0647.See file dsdata.txt to determine how the superseded data were derived.
 HA0647
 HA0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG876817(NAD 83)
 HA0647_MARKER: DB = BENCH MARK DISK
 HA0647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0647_SP_SET: BUILDING
 HA0647_STAMPING: A 332 1953
 HA0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0647
 HA0647  HISTORY     - Date     Condition        Report By
 HA0647  HISTORY     - 1953     MONUMENTED       CGS
 HA0647  HISTORY     - 1965     GOOD             NGS
 HA0647
 HA0647                          STATION DESCRIPTION
 HA0647
 HA0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0647'1.9 MI NW FROM OWENSBORO.
 HA0647'ABOUT 1.3 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE COURT HOUSE
 HA0647'AT OWENSBORO, THENCE ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY
 HA0647'331, ABOUT 0.1 MILE EAST OF HIGHWAY 331, SET VERTICALLY IN THE
 HA0647'WEST BRICK FACE OF FLEISCHAMANN DISTILLING CORPORATION BOTTLING
 HA0647'PLANT, 77 FEET NORTH OF SOUTHWEST CORNER OF BUILDING, 39 FEET
 HA0647'EAST OF EAST RAIL OF A TRACK, AND ABOUT 3 FEET ABOVE GROUND.
 HA0647
 HA0647                          STATION RECOVERY (1965)
 HA0647
 HA0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HA0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0408 ***********************************************************************
 HA0408  DESIGNATION -  A 333
 HA0408  PID         -  HA0408
 HA0408  STATE/COUNTY-  KY/HANCOCK
 HA0408  USGS QUAD   -  LEWISPORT (1967)
 HA0408
 HA0408                         *CURRENT SURVEY CONTROL
 HA0408  ___________________________________________________________________
 HA0408* NAD 83(1986)-  37 55 35.     (N)    086 55 31.     (W)     SCALED    
 HA0408* NAVD 88     -       118.847  (meters)     389.92   (feet)  ADJUSTED  
 HA0408  ___________________________________________________________________
 HA0408  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HA0408  DYNAMIC HT  -         118.767 (meters)     389.65  (feet)  COMP
 HA0408  MODELED GRAV-     979,949.4   (mgal)                       NAVD 88
 HA0408
 HA0408  VERT ORDER  -  FIRST     CLASS II
 HA0408
 HA0408.The horizontal coordinates were scaled from a topographic map and have
 HA0408.an estimated accuracy of +/- 6 seconds.
 HA0408
 HA0408.The orthometric height was determined by differential leveling
 HA0408.and adjusted by the National Geodetic Survey in June 1991..
 HA0408
 HA0408.The geoid height was determined by GEOID03.
 HA0408
 HA0408.The dynamic height is computed by dividing the NAVD 88
 HA0408.geopotential number by the normal gravity value computed on the
 HA0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0408.degrees latitude (g = 980.6199 gals.).
 HA0408
 HA0408.The modeled gravity was interpolated from observed gravity values.
 HA0408
 HA0408;                    North         East    Units  Estimated Accuracy
 HA0408;SPC KY1Z     - 1,177,450.    1,396,680.      MT  (+/- 180 meters Scaled)
 HA0408
 HA0408                          SUPERSEDED SURVEY CONTROL
 HA0408
 HA0408  NGVD 29 (??/??/92)  118.951  (m)          390.26   (f) ADJ UNCH    1 2
 HA0408
 HA0408.Superseded values are not recommended for survey control.
 HA0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0408.See file dsdata.txt to determine how the superseded data were derived.
 HA0408
 HA0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG065976(NAD 83)
 HA0408_MARKER: DB = BENCH MARK DISK
 HA0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0408_STAMPING: A 333 1953
 HA0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0408+STABILITY: SURFACE MOTION
 HA0408
 HA0408  HISTORY     - Date     Condition        Report By
 HA0408  HISTORY     - 1953     MONUMENTED       CGS
 HA0408  HISTORY     - 20050815 POOR             GEOCAC
 HA0408
 HA0408                          STATION DESCRIPTION
 HA0408
 HA0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0408'1.5 MI SW FROM LEWISPORT.
 HA0408'ABOUT 1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE MAIN
 HA0408'CROSSROADS AT LEWISPORT, ABOUT 0.15 MILE EAST-NORTHEAST OF A DIM
 HA0408'CROSSROAD, ABOUT 1.05 MILES SOUTHWEST OF JUNCTION OF STATE
 HA0408'HIGHWAY 334, 29 1/2 FEET SOUTH-SOUTHEAST OF CENTER LINE OF
 HA0408'HIGHWAY, 80 FEET NORTH-NORTHWEST OF A LONE 26-INCH HICKORY TREE,
 HA0408'30 FEET SOUTHWEST OF TELEPHONE POLE NO. 2873, 4.8 FEET SOUTHEAST
 HA0408'OF A FENCE CORNER, 1 1/2 FEET EAST-NORTHEAST OF A FENCE LINE,
 HA0408'ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 HA0408'CONCRETE POST PROJECTING 3 INCHES.
 HA0408
 HA0408                          STATION RECOVERY (2005)
 HA0408
 HA0408'RECOVERY NOTE BY GEOCACHING 2005 (SA)
 HA0408'THE CONCRETE MONUMENT IS DIRECTLY EAST OF A DRIVEWAY, MARKED WITH A
 HA0408'STEEL FENCE POST PROJECTING 1' OUT OF THE GROUND.
 HA0408' 
 HA0408'THE BRONZE DISK HAD BEEN REMOVED FROM THE MONUMENT LEAVING ONLY THE
 HA0408'MOUNTING STEM LEFT IN THE DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1398 ***********************************************************************
 HZ1398  DESIGNATION -  A 334
 HZ1398  PID         -  HZ1398
 HZ1398  STATE/COUNTY-  KY/JEFFERSON
 HZ1398  USGS QUAD   -  VALLEY STATION (1993)
 HZ1398
 HZ1398                         *CURRENT SURVEY CONTROL
 HZ1398  ___________________________________________________________________
 HZ1398* NAD 83(1986)-  38 06 40.     (N)    085 51 37.     (W)     SCALED    
 HZ1398* NAVD 88     -       140.669  (meters)     461.51   (feet)  ADJUSTED  
 HZ1398  ___________________________________________________________________
 HZ1398  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HZ1398  DYNAMIC HT  -         140.572 (meters)     461.19  (feet)  COMP
 HZ1398  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 HZ1398
 HZ1398  VERT ORDER  -  FIRST     CLASS II
 HZ1398
 HZ1398.The horizontal coordinates were scaled from a topographic map and have
 HZ1398.an estimated accuracy of +/- 6 seconds.
 HZ1398
 HZ1398.The orthometric height was determined by differential leveling
 HZ1398.and adjusted by the National Geodetic Survey in June 1991..
 HZ1398
 HZ1398.The geoid height was determined by GEOID03.
 HZ1398
 HZ1398.The dynamic height is computed by dividing the NAVD 88
 HZ1398.geopotential number by the normal gravity value computed on the
 HZ1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1398.degrees latitude (g = 980.6199 gals.).
 HZ1398
 HZ1398.The modeled gravity was interpolated from observed gravity values.
 HZ1398
 HZ1398;                    North         East    Units  Estimated Accuracy
 HZ1398;SPC KY1Z     - 1,197,310.    1,490,330.      MT  (+/- 180 meters Scaled)
 HZ1398
 HZ1398                          SUPERSEDED SURVEY CONTROL
 HZ1398
 HZ1398  NGVD 29 (??/??/92)  140.810  (m)          461.97   (f) ADJ UNCH    1 2
 HZ1398
 HZ1398.Superseded values are not recommended for survey control.
 HZ1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1398.See file dsdata.txt to determine how the superseded data were derived.
 HZ1398
 HZ1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH999187(NAD 83)
 HZ1398_MARKER: DB = BENCH MARK DISK
 HZ1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1398_STAMPING: A 334 1953
 HZ1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1398+STABILITY: SURFACE MOTION
 HZ1398
 HZ1398  HISTORY     - Date     Condition        Report By
 HZ1398  HISTORY     - 1953     MONUMENTED       CGS
 HZ1398  HISTORY     - 1979     MARK NOT FOUND   USGS
 HZ1398
 HZ1398                          STATION DESCRIPTION
 HZ1398
 HZ1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HZ1398'6.2 MI NE FROM KOSMOSDALE.
 HZ1398'ABOUT 6.15 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HZ1398'THE STATION AT KOSMOSDALE, ABOUT 0.35 MILE NORTH OF VALLEY STATION,
 HZ1398'33 1/2 FEET WEST OF WEST RAIL, 41 FEET SOUTHWEST OF CENTER LINE
 HZ1398'OF A FARM ROAD CROSSING, 429 FEET NORTH OF NORTH END OF VALLEY
 HZ1398'STATION SIDING, 15 FEET SOUTH OF CENTER LINE OF FARM DRIVE, 6 FEET
 HZ1398'SOUTH OF A 20-INCH FORKED WILD CHERRY TREE, 1 1/2 FEET EAST OF
 HZ1398'A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 HZ1398'LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ1398'4 INCHES.
 HZ1398
 HZ1398                          STATION RECOVERY (1979)
 HZ1398
 HZ1398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HZ1398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0986 ***********************************************************************
 HA0986  DESIGNATION -  A 335
 HA0986  PID         -  HA0986
 HA0986  STATE/COUNTY-  KY/HENDERSON
 HA0986  USGS QUAD   -  WILSON (1993)
 HA0986
 HA0986                         *CURRENT SURVEY CONTROL
 HA0986  ___________________________________________________________________
 HA0986* NAD 83(1986)-  37 51 15.     (N)    087 44 59.     (W)     SCALED    
 HA0986* NAVD 88     -       109.785  (meters)     360.19   (feet)  ADJUSTED  
 HA0986  ___________________________________________________________________
 HA0986  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HA0986  DYNAMIC HT  -         109.709 (meters)     359.94  (feet)  COMP
 HA0986  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 HA0986
 HA0986  VERT ORDER  -  FIRST     CLASS II
 HA0986
 HA0986.The horizontal coordinates were scaled from a topographic map and have
 HA0986.an estimated accuracy of +/- 6 seconds.
 HA0986
 HA0986.The orthometric height was determined by differential leveling
 HA0986.and adjusted by the National Geodetic Survey in June 1991..
 HA0986
 HA0986.The geoid height was determined by GEOID03.
 HA0986
 HA0986.The dynamic height is computed by dividing the NAVD 88
 HA0986.geopotential number by the normal gravity value computed on the
 HA0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0986.degrees latitude (g = 980.6199 gals.).
 HA0986
 HA0986.The modeled gravity was interpolated from observed gravity values.
 HA0986
 HA0986;                    North         East    Units  Estimated Accuracy
 HA0986;SPC KY1Z     - 1,170,670.    1,324,040.      MT  (+/- 180 meters Scaled)
 HA0986
 HA0986                          SUPERSEDED SURVEY CONTROL
 HA0986
 HA0986  NGVD 29 (??/??/92)  109.885  (m)          360.51   (f) ADJ UNCH    1 2
 HA0986
 HA0986.Superseded values are not recommended for survey control.
 HA0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0986.See file dsdata.txt to determine how the superseded data were derived.
 HA0986
 HA0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG340899(NAD 83)
 HA0986_MARKER: DB = BENCH MARK DISK
 HA0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0986_STAMPING: A 335 1953
 HA0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0986+STABILITY: SURFACE MOTION
 HA0986
 HA0986  HISTORY     - Date     Condition        Report By
 HA0986  HISTORY     - 1953     MONUMENTED       CGS
 HA0986  HISTORY     - 1964     GOOD             FAS
 HA0986  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0986  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0986
 HA0986                          STATION DESCRIPTION
 HA0986
 HA0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0986'11.5 MI NW FROM GENEVA.
 HA0986'ABOUT 4.2 MILES NORTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 HA0986'INTERSECTION OF STATE HIGHWAY 136 AT GENEVA, THENCE ABOUT 7.3
 HA0986'MILES EAST, NORTH AND SOUTHWEST ALONG A ROAD FOLLOWING THE OHIO
 HA0986'RIVER DOWNSTREAM, AT THE JUNCTION OF A NORTHWEST-SOUTHEAST GRAVEL
 HA0986'ROAD AND THE RIVER ROAD LEADING NORTH, 40 FEET SOUTHWEST OF CENTER
 HA0986'LINE OF GRAVEL ROAD, 81 FEET WEST OF CENTER OF JUNCTION OF ROAD
 HA0986'NORTH, 1 FOOT NORTHEAST OF A FENCE LINE, 128 FEET NORTHWEST OF
 HA0986'NORTHWEST END OF A 15-INCH PIPE CULVERT UNDER A FIELD ROAD LEADING
 HA0986'SOUTHWEST, 103 FEET NORTHWEST OF A 12-INCH CATALPA TREE IN A FENCE
 HA0986'CORNER, ABOUT 3 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 HA0986'CONCRETE POST PROJECTING 3 INCHES.
 HA0986
 HA0986                          STATION RECOVERY (1964)
 HA0986
 HA0986'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0986'RECOVERED IN GOOD CONDITION.
 HA0986
 HA0986                          STATION RECOVERY (1976)
 HA0986
 HA0986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0986'MARK NOT FOUND.
 HA0986
 HA0986                          STATION RECOVERY (1976)
 HA0986
 HA0986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1030 ***********************************************************************
 HA1030  DESIGNATION -  A 336
 HA1030  PID         -  HA1030
 HA1030  STATE/COUNTY-  KY/HENDERSON
 HA1030  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1030
 HA1030                         *CURRENT SURVEY CONTROL
 HA1030  ___________________________________________________________________
 HA1030* NAD 83(1986)-  37 53 11.     (N)    087 33 36.     (W)     SCALED    
 HA1030* NAVD 88     -       119.081  (meters)     390.68   (feet)  ADJUSTED  
 HA1030  ___________________________________________________________________
 HA1030  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HA1030  DYNAMIC HT  -         118.999 (meters)     390.42  (feet)  COMP
 HA1030  MODELED GRAV-     979,941.0   (mgal)                       NAVD 88
 HA1030
 HA1030  VERT ORDER  -  FIRST     CLASS II
 HA1030
 HA1030.The horizontal coordinates were scaled from a topographic map and have
 HA1030.an estimated accuracy of +/- 6 seconds.
 HA1030
 HA1030.The orthometric height was determined by differential leveling
 HA1030.and adjusted by the National Geodetic Survey in June 1991..
 HA1030
 HA1030.The geoid height was determined by GEOID03.
 HA1030
 HA1030.The dynamic height is computed by dividing the NAVD 88
 HA1030.geopotential number by the normal gravity value computed on the
 HA1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1030.degrees latitude (g = 980.6199 gals.).
 HA1030
 HA1030.The modeled gravity was interpolated from observed gravity values.
 HA1030
 HA1030;                    North         East    Units  Estimated Accuracy
 HA1030;SPC KY1Z     - 1,173,910.    1,340,800.      MT  (+/- 180 meters Scaled)
 HA1030
 HA1030                          SUPERSEDED SURVEY CONTROL
 HA1030
 HA1030  NGVD 29 (??/??/92)  119.175  (m)          390.99   (f) ADJ UNCH    1 2
 HA1030
 HA1030.Superseded values are not recommended for survey control.
 HA1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1030.See file dsdata.txt to determine how the superseded data were derived.
 HA1030
 HA1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG507933(NAD 83)
 HA1030_MARKER: DB = BENCH MARK DISK
 HA1030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA1030_SP_SET: CULVERT
 HA1030_STAMPING: A 336 1953
 HA1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1030
 HA1030  HISTORY     - Date     Condition        Report By
 HA1030  HISTORY     - 1953     MONUMENTED       CGS
 HA1030  HISTORY     - 1964     GOOD             FAS
 HA1030
 HA1030                          STATION DESCRIPTION
 HA1030
 HA1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA1030'2.4 MI NE FROM HENDERSON.
 HA1030'ABOUT 2.35 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 HA1030'JUNCTION OF U.S. HIGHWAY 60 AT HENDERSON, ABOUT 0.3 MILE SOUTH OF
 HA1030'THE JUNCTION OF STATE HIGHWAY 414 LEADING NORTHEAST, IN THE TOP
 HA1030'OF THE SOUTH END OF THE WEST HEAD WALL OF A 4-FOOT CONCRETE
 HA1030'CULVERT, 27 FEET WEST OF CENTER LINE OF HIGHWAY AND ABOUT 1 1/2
 HA1030'FEET BELOW LEVEL OF HIGHWAY.
 HA1030
 HA1030                          STATION RECOVERY (1964)
 HA1030
 HA1030'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0606 ***********************************************************************
 HA0606  DESIGNATION -  A 337
 HA0606  PID         -  HA0606
 HA0606  STATE/COUNTY-  KY/HENDERSON
 HA0606  USGS QUAD   -  YANKEETOWN (1983)
 HA0606
 HA0606                         *CURRENT SURVEY CONTROL
 HA0606  ___________________________________________________________________
 HA0606* NAD 83(1986)-  37 54 45.     (N)    087 21 32.     (W)     SCALED    
 HA0606* NAVD 88     -       113.700  (meters)     373.03   (feet)  ADJUSTED  
 HA0606  ___________________________________________________________________
 HA0606  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HA0606  DYNAMIC HT  -         113.622 (meters)     372.77  (feet)  COMP
 HA0606  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 HA0606
 HA0606  VERT ORDER  -  FIRST     CLASS II
 HA0606
 HA0606.The horizontal coordinates were scaled from a topographic map and have
 HA0606.an estimated accuracy of +/- 6 seconds.
 HA0606
 HA0606.The orthometric height was determined by differential leveling
 HA0606.and adjusted by the National Geodetic Survey in June 1991..
 HA0606
 HA0606.The geoid height was determined by GEOID03.
 HA0606
 HA0606.The dynamic height is computed by dividing the NAVD 88
 HA0606.geopotential number by the normal gravity value computed on the
 HA0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0606.degrees latitude (g = 980.6199 gals.).
 HA0606
 HA0606.The modeled gravity was interpolated from observed gravity values.
 HA0606
 HA0606;                    North         East    Units  Estimated Accuracy
 HA0606;SPC KY1Z     - 1,176,480.    1,358,540.      MT  (+/- 180 meters Scaled)
 HA0606
 HA0606                          SUPERSEDED SURVEY CONTROL
 HA0606
 HA0606  NGVD 29 (??/??/92)  113.796  (m)          373.35   (f) ADJ UNCH    1 2
 HA0606
 HA0606.Superseded values are not recommended for survey control.
 HA0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0606.See file dsdata.txt to determine how the superseded data were derived.
 HA0606
 HA0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG684961(NAD 83)
 HA0606_MARKER: DB = BENCH MARK DISK
 HA0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0606_STAMPING: A 337 1953
 HA0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0606+STABILITY: SURFACE MOTION
 HA0606
 HA0606  HISTORY     - Date     Condition        Report By
 HA0606  HISTORY     - 1953     MONUMENTED       CGS
 HA0606
 HA0606                          STATION DESCRIPTION
 HA0606
 HA0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0606'1 MI S FROM SCUFFLETOWN.
 HA0606'ABOUT 1.05 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE OLD
 HA0606'STORE AT SCUFFLETOWN, NEAR THE SOUTHWEST END OF A LONG CURVE
 HA0606'WITH TANGENTS EXTENDING SOUTHWEST AND NORTHWEST AND AT THE
 HA0606'JUNCTION OF A FIELD ROAD LEADING NORTHEAST, 25 FEET EAST OF
 HA0606'CENTER LINE OF GRAVEL ROAD, 31 FEET NORTHWEST OF CENTER LINE
 HA0606'OF FIELD ROAD, 3 1/2 FEET NORTH OF A POWER POLE AT A DIRECTIONAL
 HA0606'CHANGE IN LINE WITH TANGENTS EXTENDING NORTHWEST AND SOUTHWEST,
 HA0606'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 HA0606'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0450 ***********************************************************************
 HA0450  DESIGNATION -  A 338
 HA0450  PID         -  HA0450
 HA0450  STATE/COUNTY-  KY/HANCOCK
 HA0450  USGS QUAD   -  CANNELTON (1993)
 HA0450
 HA0450                         *CURRENT SURVEY CONTROL
 HA0450  ___________________________________________________________________
 HA0450* NAD 83(1986)-  37 52 39.     (N)    086 39 41.     (W)     SCALED    
 HA0450* NAVD 88     -       128.215  (meters)     420.65   (feet)  ADJUSTED  
 HA0450  ___________________________________________________________________
 HA0450  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HA0450  DYNAMIC HT  -         128.124 (meters)     420.35  (feet)  COMP
 HA0450  MODELED GRAV-     979,917.6   (mgal)                       NAVD 88
 HA0450
 HA0450  VERT ORDER  -  FIRST     CLASS II
 HA0450
 HA0450.The horizontal coordinates were scaled from a topographic map and have
 HA0450.an estimated accuracy of +/- 6 seconds.
 HA0450
 HA0450.The orthometric height was determined by differential leveling
 HA0450.and adjusted by the National Geodetic Survey in June 1991..
 HA0450.WARNING-Repeat measurements at this control monument indicate possible
 HA0450.vertical movement.
 HA0450
 HA0450.The geoid height was determined by GEOID03.
 HA0450
 HA0450.The dynamic height is computed by dividing the NAVD 88
 HA0450.geopotential number by the normal gravity value computed on the
 HA0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0450.degrees latitude (g = 980.6199 gals.).
 HA0450
 HA0450.The modeled gravity was interpolated from observed gravity values.
 HA0450
 HA0450;                    North         East    Units  Estimated Accuracy
 HA0450;SPC KY1Z     - 1,171,770.    1,419,830.      MT  (+/- 180 meters Scaled)
 HA0450
 HA0450                          SUPERSEDED SURVEY CONTROL
 HA0450
 HA0450  NGVD 29 (??/??/92)  128.320  (m)          421.00   (f) ADJ UNCH    1 2
 HA0450
 HA0450.Superseded values are not recommended for survey control.
 HA0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0450.See file dsdata.txt to determine how the superseded data were derived.
 HA0450
 HA0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG297922(NAD 83)
 HA0450_MARKER: DB = BENCH MARK DISK
 HA0450_SETTING: 66 = SET IN ROCK OUTCROP
 HA0450_SP_SET: ROCK CUT
 HA0450_STAMPING: A 338 1953
 HA0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0450+STABILITY: POSITION/ELEVATION WELL
 HA0450
 HA0450  HISTORY     - Date     Condition        Report By
 HA0450  HISTORY     - 1953     MONUMENTED       CGS
 HA0450
 HA0450                          STATION DESCRIPTION
 HA0450
 HA0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0450'1.6 MI SE FROM SKILLMAN.
 HA0450'ABOUT 1.65 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HA0450'RAILROAD FROM THE POST OFFICE AND STATION AT SKILLMAN, 210
 HA0450'FEET NORTHWEST AND UPHILL ALONG A FIELD ROAD FROM ITS CROSSING
 HA0450'WITH THE RAILROAD (FIELD ROAD LEADING NORTHWEST TO HAGMAN FARM),
 HA0450'58 YARDS SOUTHEAST AND DOWNHILL ALONG FIELD ROAD FROM ITS
 HA0450'JUNCTION WITH LITTLE TAR SPRINGS-SKILLMAN ROAD, 156 FEET WEST
 HA0450'OF WEST RAIL OF TRACK, 12 FEET SOUTHWEST OF CENTER LINE OF
 HA0450'FIELD ROAD, SET VERTICALLY ABOUT 2 FEET ABOVE LEVEL OF FIELD
 HA0450'ROAD IN THE EAST FACE OF A 2-FOOT HIGH LAYER OF ROCK IN CUT
 HA0450'ALONG FIELD ROAD, AND ABOUT 15 FEET ABOVE LEVEL OF TRACK.  MARK
 HA0450'MAY BE REACHED FROM THE POST OFFICE AT CLOVERPORT, BRECKINRIDGE
 HA0450'COUNTY, BY GOING ABOUT 3.6 MILES WEST AND NORTHWEST ALONG U.S.
 HA0450'HIGHWAY 60, THENCE ABOUT 1.85 MILES NORTH ALONG A GRAVEL ROAD
 HA0450'LEADING TO SKILLMAN, THENCE 58 YARDS SOUTHEAST ALONG A FARM
 HA0450'ROAD WHICH LEADS TO L. AND N. RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0302 ***********************************************************************
 JA0302  DESIGNATION -  A 339
 JA0302  PID         -  JA0302
 JA0302  STATE/COUNTY-  KY/MEADE
 JA0302  USGS QUAD   -  ALTON (1993)
 JA0302
 JA0302                         *CURRENT SURVEY CONTROL
 JA0302  ___________________________________________________________________
 JA0302* NAD 83(1986)-  38 03 31.     (N)    086 25 43.     (W)     SCALED    
 JA0302* NAVD 88     -       130.332  (meters)     427.60   (feet)  ADJUSTED  
 JA0302  ___________________________________________________________________
 JA0302  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JA0302  DYNAMIC HT  -         130.239 (meters)     427.29  (feet)  COMP
 JA0302  MODELED GRAV-     979,915.2   (mgal)                       NAVD 88
 JA0302
 JA0302  VERT ORDER  -  FIRST     CLASS II
 JA0302
 JA0302.The horizontal coordinates were scaled from a topographic map and have
 JA0302.an estimated accuracy of +/- 6 seconds.
 JA0302
 JA0302.The orthometric height was determined by differential leveling
 JA0302.and adjusted by the National Geodetic Survey in June 1991..
 JA0302
 JA0302.The geoid height was determined by GEOID03.
 JA0302
 JA0302.The dynamic height is computed by dividing the NAVD 88
 JA0302.geopotential number by the normal gravity value computed on the
 JA0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0302.degrees latitude (g = 980.6199 gals.).
 JA0302
 JA0302.The modeled gravity was interpolated from observed gravity values.
 JA0302
 JA0302;                    North         East    Units  Estimated Accuracy
 JA0302;SPC KY1Z     - 1,191,690.    1,440,450.      MT  (+/- 180 meters Scaled)
 JA0302
 JA0302                          SUPERSEDED SURVEY CONTROL
 JA0302
 JA0302  NGVD 29 (??/??/92)  130.435  (m)          427.94   (f) ADJ UNCH    1 2
 JA0302
 JA0302.Superseded values are not recommended for survey control.
 JA0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0302.See file dsdata.txt to determine how the superseded data were derived.
 JA0302
 JA0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH501124(NAD 83)
 JA0302_MARKER: DB = BENCH MARK DISK
 JA0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0302_STAMPING: A 339 1953
 JA0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0302+STABILITY: SURFACE MOTION
 JA0302
 JA0302  HISTORY     - Date     Condition        Report By
 JA0302  HISTORY     - 1953     MONUMENTED       CGS
 JA0302
 JA0302                          STATION DESCRIPTION
 JA0302
 JA0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0302'AT CONCORDIA.
 JA0302'AT CONCORDIA, ABOUT 0.1 MILE SOUTH ALONG A NARROW ROAD FROM THE
 JA0302'JUNCTION OF STATE HIGHWAY 230 AT CONCORDIA, AT THE NORTHWEST END
 JA0302'OF A CURVE IN ROAD WITH TANGENTS EXTENDING NORTHWEST AND
 JA0302'SOUTHWEST AROUND THE EAST CORNER OF A SMALL ABANDONED SCHOOL,
 JA0302'20 1/2 FEET SOUTHWEST OF CENTER LINE OF NORTHWEST TANGENT OF
 JA0302'ROAD, 36 1/2 FEET NORTHWEST OF NORTH CORNER OF SCHOOL, 2 FEET
 JA0302'EAST OF A FENCE LINE, 4 1/2 FEET SOUTHEAST OF A FENCE CORNER,
 JA0302'72 1/2 FEET NORTH OF A POWER POLE WITH BRANCH LINE WEST TO A
 JA0302'FARM HOUSE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 JA0302'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0342 ***********************************************************************
 JA0342  DESIGNATION -  A 340
 JA0342  PID         -  JA0342
 JA0342  STATE/COUNTY-  KY/MEADE
 JA0342  USGS QUAD   -  NEW AMSTERDAM (1978)
 JA0342
 JA0342                         *CURRENT SURVEY CONTROL
 JA0342  ___________________________________________________________________
 JA0342* NAD 83(1986)-  38 02 31.     (N)    086 16 43.     (W)     SCALED    
 JA0342* NAVD 88     -       165.551  (meters)     543.15   (feet)  ADJUSTED  
 JA0342  ___________________________________________________________________
 JA0342  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JA0342  DYNAMIC HT  -         165.433 (meters)     542.76  (feet)  COMP
 JA0342  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 JA0342
 JA0342  VERT ORDER  -  FIRST     CLASS II
 JA0342
 JA0342.The horizontal coordinates were scaled from a topographic map and have
 JA0342.an estimated accuracy of +/- 6 seconds.
 JA0342
 JA0342.The orthometric height was determined by differential leveling
 JA0342.and adjusted by the National Geodetic Survey in June 1991..
 JA0342
 JA0342.The geoid height was determined by GEOID03.
 JA0342
 JA0342.The dynamic height is computed by dividing the NAVD 88
 JA0342.geopotential number by the normal gravity value computed on the
 JA0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0342.degrees latitude (g = 980.6199 gals.).
 JA0342
 JA0342.The modeled gravity was interpolated from observed gravity values.
 JA0342
 JA0342;                    North         East    Units  Estimated Accuracy
 JA0342;SPC KY1Z     - 1,189,760.    1,453,600.      MT  (+/- 180 meters Scaled)
 JA0342
 JA0342                          SUPERSEDED SURVEY CONTROL
 JA0342
 JA0342  NGVD 29 (??/??/92)  165.658  (m)          543.50   (f) ADJ UNCH    1 2
 JA0342
 JA0342.Superseded values are not recommended for survey control.
 JA0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0342.See file dsdata.txt to determine how the superseded data were derived.
 JA0342
 JA0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH633107(NAD 83)
 JA0342_MARKER: DB = BENCH MARK DISK
 JA0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0342_SP_SET: CULVERT
 JA0342_STAMPING: A 340 1953
 JA0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0342
 JA0342  HISTORY     - Date     Condition        Report By
 JA0342  HISTORY     - 1953     MONUMENTED       CGS
 JA0342
 JA0342                          STATION DESCRIPTION
 JA0342
 JA0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0342'1.6 MI SE FROM BATTLETOWN.
 JA0342'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 228 FROM THE SCHOOL AT
 JA0342'BATTLETOWN, AT THE BOTTOM OF GRADES, IN THE TOP OF THE SOUTHEAST
 JA0342'END OF SOUTHWEST HEAD WALL OF A 5-FOOT CONCRETE CULVERT, 14 FEET
 JA0342'SOUTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2329 ***********************************************************************
 GZ2329  DESIGNATION -  A 342
 GZ2329  PID         -  GZ2329
 GZ2329  STATE/COUNTY-  KY/HARDIN
 GZ2329  USGS QUAD   -  VINE GROVE (1991)
 GZ2329
 GZ2329                         *CURRENT SURVEY CONTROL
 GZ2329  ___________________________________________________________________
 GZ2329* NAD 83(1986)-  37 51 16.     (N)    085 58 04.     (W)     SCALED    
 GZ2329* NAVD 88     -       237.605  (meters)     779.54   (feet)  ADJUSTED  
 GZ2329  ___________________________________________________________________
 GZ2329  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 GZ2329  DYNAMIC HT  -         237.431 (meters)     778.97  (feet)  COMP
 GZ2329  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 GZ2329
 GZ2329  VERT ORDER  -  FIRST     CLASS II
 GZ2329
 GZ2329.The horizontal coordinates were scaled from a topographic map and have
 GZ2329.an estimated accuracy of +/- 6 seconds.
 GZ2329
 GZ2329.The orthometric height was determined by differential leveling
 GZ2329.and adjusted by the National Geodetic Survey in June 1991..
 GZ2329
 GZ2329.The geoid height was determined by GEOID03.
 GZ2329
 GZ2329.The dynamic height is computed by dividing the NAVD 88
 GZ2329.geopotential number by the normal gravity value computed on the
 GZ2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2329.degrees latitude (g = 980.6199 gals.).
 GZ2329
 GZ2329.The modeled gravity was interpolated from observed gravity values.
 GZ2329
 GZ2329;                    North         East    Units  Estimated Accuracy
 GZ2329;SPC KY1Z     - 1,168,840.    1,480,840.      MT  (+/- 180 meters Scaled)
 GZ2329
 GZ2329                          SUPERSEDED SURVEY CONTROL
 GZ2329
 GZ2329  NGVD 29 (??/??/92)  237.724  (m)          779.93   (f) ADJ UNCH    1 2
 GZ2329
 GZ2329.Superseded values are not recommended for survey control.
 GZ2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2329.See file dsdata.txt to determine how the superseded data were derived.
 GZ2329
 GZ2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG908901(NAD 83)
 GZ2329_MARKER: DB = BENCH MARK DISK
 GZ2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2329_STAMPING: A 342
 GZ2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2329+STABILITY: SURFACE MOTION
 GZ2329
 GZ2329  HISTORY     - Date     Condition        Report By
 GZ2329  HISTORY     - UNK      MONUMENTED       CGS
 GZ2329  HISTORY     - 1953     GOOD             NGS
 GZ2329  HISTORY     - 1983     GOOD             KYDT
 GZ2329  HISTORY     - 20020505 GOOD             WOOLPT
 GZ2329
 GZ2329                          STATION DESCRIPTION
 GZ2329
 GZ2329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GZ2329'3.2 MI S FROM FORT KNOX.
 GZ2329'3.25 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GZ2329'STATION AT FORT KNOX, 3.35 MILES NORTH OF THE STATION AT VINE
 GZ2329'GROVE, AT RED HILL, ABOUT 4 POLES NORTH OF A ROAD CROSSING,
 GZ2329'29 1/2 FEET EAST OF THE EAST RAIL, 306 FEET NORTH OF A SWITCH
 GZ2329'STAND AT THE NORTH END OF A SIDING, 189 FEET NORTH OF SIGNAL
 GZ2329'LITE 33.5, 105 FEET SOUTHEAST AND ACROSS THE TRACK FROM THE
 GZ2329'SOUTHEAST CORNER OF AN IMMITATION RED BRICK HOUSE, 52 FEET
 GZ2329'WEST OF THE CENTER LINE OF A ROAD, 2 FEET SOUTHEAST OF A WHITE
 GZ2329'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP
 GZ2329'OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ2329
 GZ2329                          STATION RECOVERY (1983)
 GZ2329
 GZ2329'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ2329'RECOVERED IN GOOD CONDITION.
 GZ2329
 GZ2329                          STATION RECOVERY (2002)
 GZ2329
 GZ2329'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002
 GZ2329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1497 ***********************************************************************
 GZ1497  DESIGNATION -  A 344
 GZ1497  PID         -  GZ1497
 GZ1497  STATE/COUNTY-  KY/ADAIR
 GZ1497  USGS QUAD   -  COLUMBIA (1976)
 GZ1497
 GZ1497                         *CURRENT SURVEY CONTROL
 GZ1497  ___________________________________________________________________
 GZ1497* NAD 83(1986)-  37 04 47.     (N)    085 22 26.     (W)     SCALED    
 GZ1497* NAVD 88     -       212.816  (meters)     698.21   (feet)  ADJUSTED  
 GZ1497  ___________________________________________________________________
 GZ1497  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GZ1497  DYNAMIC HT  -         212.646 (meters)     697.66  (feet)  COMP
 GZ1497  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 GZ1497
 GZ1497  VERT ORDER  -  FIRST     CLASS I
 GZ1497
 GZ1497.The horizontal coordinates were scaled from a topographic map and have
 GZ1497.an estimated accuracy of +/- 6 seconds.
 GZ1497
 GZ1497.The orthometric height was determined by differential leveling
 GZ1497.and adjusted by the National Geodetic Survey in June 1991..
 GZ1497
 GZ1497.The geoid height was determined by GEOID03.
 GZ1497
 GZ1497.The dynamic height is computed by dividing the NAVD 88
 GZ1497.geopotential number by the normal gravity value computed on the
 GZ1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1497.degrees latitude (g = 980.6199 gals.).
 GZ1497
 GZ1497.The modeled gravity was interpolated from observed gravity values.
 GZ1497
 GZ1497;                    North         East    Units  Estimated Accuracy
 GZ1497;SPC KY1Z     - 1,082,910.    1,533,440.      MT  (+/- 180 meters Scaled)
 GZ1497
 GZ1497                          SUPERSEDED SURVEY CONTROL
 GZ1497
 GZ1497  NGVD 29 (??/??/92)  212.967  (m)          698.71   (f) ADJ UNCH    1 1
 GZ1497
 GZ1497.Superseded values are not recommended for survey control.
 GZ1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1497.See file dsdata.txt to determine how the superseded data were derived.
 GZ1497
 GZ1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG445049(NAD 83)
 GZ1497_MARKER: DB = BENCH MARK DISK
 GZ1497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1497_SP_SET: BRIDGE ABUTMENT
 GZ1497_STAMPING: A 344 1953 698.709
 GZ1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1497+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 GZ1497
 GZ1497  HISTORY     - Date     Condition        Report By
 GZ1497  HISTORY     - 1953     MONUMENTED       CGS
 GZ1497  HISTORY     - 1968     GOOD             NGS
 GZ1497  HISTORY     - 20050815 GOOD             KYTC
 GZ1497
 GZ1497                          STATION DESCRIPTION
 GZ1497
 GZ1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1497'4.8 MI SW FROM COLUMBIA.
 GZ1497'ABOUT 0.5 MILE SOUTHWEST ALONG BURKESVILLE STREET WHICH IS
 GZ1497'STATE HIGHWAY 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA,
 GZ1497'THENCE 2.3 MILES SOUTHWEST ALONG STATE HIGHWAYS 61 AND 80,
 GZ1497'THENCE 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 80, SET IN THE
 GZ1497'TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A HIGHWAY
 GZ1497'BRIDGE OVER BUTLERS FORK, 14 FEET NORTH OF THE CENTERLINE AND
 GZ1497'ABOUT LEVEL WITH THE HIGHWAY.
 GZ1497
 GZ1497                          STATION RECOVERY (2005)
 GZ1497
 GZ1497'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0127 ***********************************************************************
 HA0127  DESIGNATION -  A 345
 HA0127  PID         -  HA0127
 HA0127  STATE/COUNTY-  KY/BARREN
 HA0127  USGS QUAD   -  PARK CITY (1973)
 HA0127
 HA0127                         *CURRENT SURVEY CONTROL
 HA0127  ___________________________________________________________________
 HA0127* NAD 83(1986)-  37 05 26.     (N)    086 03 24.     (W)     SCALED    
 HA0127* NAVD 88     -       193.286  (meters)     634.14   (feet)  ADJUSTED  
 HA0127  ___________________________________________________________________
 HA0127  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HA0127  DYNAMIC HT  -         193.134 (meters)     633.64  (feet)  COMP
 HA0127  MODELED GRAV-     979,836.3   (mgal)                       NAVD 88
 HA0127
 HA0127  VERT ORDER  -  FIRST     CLASS I
 HA0127
 HA0127.The horizontal coordinates were scaled from a topographic map and have
 HA0127.an estimated accuracy of +/- 6 seconds.
 HA0127
 HA0127.The orthometric height was determined by differential leveling
 HA0127.and adjusted by the National Geodetic Survey in June 1991..
 HA0127
 HA0127.The geoid height was determined by GEOID03.
 HA0127
 HA0127.The dynamic height is computed by dividing the NAVD 88
 HA0127.geopotential number by the normal gravity value computed on the
 HA0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0127.degrees latitude (g = 980.6199 gals.).
 HA0127
 HA0127.The modeled gravity was interpolated from observed gravity values.
 HA0127
 HA0127;                    North         East    Units  Estimated Accuracy
 HA0127;SPC KY1Z     - 1,084,090.    1,472,740.      MT  (+/- 180 meters Scaled)
 HA0127
 HA0127                          SUPERSEDED SURVEY CONTROL
 HA0127
 HA0127  NGVD 29 (??/??/92)  193.401  (m)          634.52   (f) ADJ UNCH    1 1
 HA0127
 HA0127.Superseded values are not recommended for survey control.
 HA0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0127.See file dsdata.txt to determine how the superseded data were derived.
 HA0127
 HA0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG838053(NAD 83)
 HA0127_MARKER: DB = BENCH MARK DISK
 HA0127_SETTING: 66 = SET IN ROCK OUTCROP
 HA0127_SP_SET: ROCK OUTCROP
 HA0127_STAMPING: A 345 1953
 HA0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0127+STABILITY: POSITION/ELEVATION WELL
 HA0127
 HA0127  HISTORY     - Date     Condition        Report By
 HA0127  HISTORY     - 1953     MONUMENTED       CGS
 HA0127  HISTORY     - 1968     GOOD             NGS
 HA0127
 HA0127                          STATION DESCRIPTION
 HA0127
 HA0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0127'0.5 MI SW FROM PARK CITY.
 HA0127'ABOUT 0.5 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HA0127'RAILROAD FROM THE CROSSING OF THE RAILROAD AND STATE HIGHWAY
 HA0127'255 AT PARK CITY, 0.1 MILE SOUTHWEST OF MILEPOST 91, 45 YARDS
 HA0127'NORTHEAST OF THE SOUTHWEST END OF A CUT FOR THE RAILROAD, SET
 HA0127'VERTICALLY IN THE SOUTHEAST FACE OF A ROCK OUTCROP IN THE
 HA0127'NORTHWEST BANK OF THE CUT, 8 FEET NORTHWEST OF THE NORTHWEST
 HA0127'RAIL, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0022 ***********************************************************************
 GC0022  DESIGNATION -  A 346
 GC0022  PID         -  GC0022
 GC0022  STATE/COUNTY-  KY/WARREN
 GC0022  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0022
 GC0022                         *CURRENT SURVEY CONTROL
 GC0022  ___________________________________________________________________
 GC0022* NAD 83(1986)-  36 59 57.     (N)    086 26 28.     (W)     SCALED    
 GC0022* NAVD 88     -       148.402  (meters)     486.88   (feet)  ADJUSTED  
 GC0022  ___________________________________________________________________
 GC0022  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GC0022  DYNAMIC HT  -         148.287 (meters)     486.50  (feet)  COMP
 GC0022  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 GC0022
 GC0022  VERT ORDER  -  FIRST     CLASS I
 GC0022
 GC0022.The horizontal coordinates were scaled from a topographic map and have
 GC0022.an estimated accuracy of +/- 6 seconds.
 GC0022
 GC0022.The orthometric height was determined by differential leveling
 GC0022.and adjusted by the National Geodetic Survey in June 1991..
 GC0022
 GC0022.The geoid height was determined by GEOID03.
 GC0022
 GC0022.The dynamic height is computed by dividing the NAVD 88
 GC0022.geopotential number by the normal gravity value computed on the
 GC0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0022.degrees latitude (g = 980.6199 gals.).
 GC0022
 GC0022.The modeled gravity was interpolated from observed gravity values.
 GC0022
 GC0022;                    North         East    Units  Estimated Accuracy
 GC0022;SPC KY1Z     - 1,074,130.    1,438,480.      MT  (+/- 180 meters Scaled)
 GC0022
 GC0022                          SUPERSEDED SURVEY CONTROL
 GC0022
 GC0022  NGVD 29 (??/??/92)  148.535  (m)          487.32   (f) ADJ UNCH    1 1
 GC0022
 GC0022.Superseded values are not recommended for survey control.
 GC0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0022.See file dsdata.txt to determine how the superseded data were derived.
 GC0022
 GC0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF497949(NAD 83)
 GC0022_MARKER: DB = BENCH MARK DISK
 GC0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0022_SP_SET: BRIDGE
 GC0022_STAMPING: A 346 1954
 GC0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0022
 GC0022  HISTORY     - Date     Condition        Report By
 GC0022  HISTORY     - 1954     MONUMENTED       CGS
 GC0022  HISTORY     - 1968     GOOD             NGS
 GC0022
 GC0022                          STATION DESCRIPTION
 GC0022
 GC0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0022'0.2 MI SW FROM BOWLING GREEN.
 GC0022'ABOUT 0.15 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0022'RAILROAD FROM THE STATION AT BOWLING GREEN, SET IN THE TOP OF THE
 GC0022'SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF A RAILROAD
 GC0022'BRIDGE OVER 6TH STREET, 2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF
 GC0022'THE ABUTMENT, 1.8 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 GC0022'ABUTMENT, 14 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 GC0022'SIDE TRACK, 40 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 GC0022'AND ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0963 ***********************************************************************
 GC0963  DESIGNATION -  A 347
 GC0963  PID         -  GC0963
 GC0963  STATE/COUNTY-  KY/LOGAN
 GC0963  USGS QUAD   -  AUBURN (1994)
 GC0963
 GC0963                         *CURRENT SURVEY CONTROL
 GC0963  ___________________________________________________________________
 GC0963* NAD 83(1986)-  36 52 13.     (N)    086 40 41.     (W)     SCALED    
 GC0963* NAVD 88     -       197.038  (meters)     646.45   (feet)  ADJUSTED  
 GC0963  ___________________________________________________________________
 GC0963  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GC0963  DYNAMIC HT  -         196.881 (meters)     645.93  (feet)  COMP
 GC0963  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 GC0963
 GC0963  VERT ORDER  -  FIRST     CLASS I
 GC0963
 GC0963.The horizontal coordinates were scaled from a topographic map and have
 GC0963.an estimated accuracy of +/- 6 seconds.
 GC0963
 GC0963.The orthometric height was determined by differential leveling
 GC0963.and adjusted by the National Geodetic Survey in June 1991..
 GC0963
 GC0963.The geoid height was determined by GEOID03.
 GC0963
 GC0963.The dynamic height is computed by dividing the NAVD 88
 GC0963.geopotential number by the normal gravity value computed on the
 GC0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0963.degrees latitude (g = 980.6199 gals.).
 GC0963
 GC0963.The modeled gravity was interpolated from observed gravity values.
 GC0963
 GC0963;                    North         East    Units  Estimated Accuracy
 GC0963;SPC KY1Z     - 1,060,010.    1,417,250.      MT  (+/- 180 meters Scaled)
 GC0963
 GC0963                          SUPERSEDED SURVEY CONTROL
 GC0963
 GC0963  NGVD 29 (??/??/92)  197.159  (m)          646.85   (f) ADJ UNCH    1 1
 GC0963
 GC0963.Superseded values are not recommended for survey control.
 GC0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0963.See file dsdata.txt to determine how the superseded data were derived.
 GC0963
 GC0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF286805(NAD 83)
 GC0963_MARKER: DB = BENCH MARK DISK
 GC0963_SETTING: 66 = SET IN ROCK OUTCROP
 GC0963_SP_SET: ROCK OUTCROP
 GC0963_STAMPING: A 347 1954
 GC0963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0963+STABILITY: POSITION/ELEVATION WELL
 GC0963
 GC0963  HISTORY     - Date     Condition        Report By
 GC0963  HISTORY     - 1954     MONUMENTED       CGS
 GC0963  HISTORY     - 1968     GOOD             NGS
 GC0963
 GC0963                          STATION DESCRIPTION
 GC0963
 GC0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0963'2.2 MI NE FROM AUBURN.
 GC0963'ABOUT 2.15 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GC0963'RAILROAD FROM THE AUBURN HIGH SCHOOL AT AUBURN, 400 YARDS
 GC0963'NORTHEAST OF MILEPOST 130, SET VERTICALLY IN THE NORTHWEST FACE
 GC0963'OF A 4- X 13-FOOT ROCK OUTCROP, 13 FEET SOUTHEAST OF THE
 GC0963'SOUTHEAST RAIL, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 GC0963'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0910 ***********************************************************************
 GC0910  DESIGNATION -  A 348
 GC0910  PID         -  GC0910
 GC0910  STATE/COUNTY-  KY/LOGAN
 GC0910  USGS QUAD   -  RUSSELLVILLE (1983)
 GC0910
 GC0910                         *CURRENT SURVEY CONTROL
 GC0910  ___________________________________________________________________
 GC0910* NAD 83(1986)-  36 46 47.     (N)    086 58 38.     (W)     SCALED    
 GC0910* NAVD 88     -       169.284  (meters)     555.39   (feet)  ADJUSTED  
 GC0910  ___________________________________________________________________
 GC0910  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 GC0910  DYNAMIC HT  -         169.149 (meters)     554.95  (feet)  COMP
 GC0910  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 GC0910
 GC0910  VERT ORDER  -  FIRST     CLASS II
 GC0910
 GC0910.The horizontal coordinates were scaled from a topographic map and have
 GC0910.an estimated accuracy of +/- 6 seconds.
 GC0910
 GC0910.The orthometric height was determined by differential leveling
 GC0910.and adjusted by the National Geodetic Survey in June 1991..
 GC0910
 GC0910.The geoid height was determined by GEOID03.
 GC0910
 GC0910.The dynamic height is computed by dividing the NAVD 88
 GC0910.geopotential number by the normal gravity value computed on the
 GC0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0910.degrees latitude (g = 980.6199 gals.).
 GC0910
 GC0910.The modeled gravity was interpolated from observed gravity values.
 GC0910
 GC0910;                    North         East    Units  Estimated Accuracy
 GC0910;SPC KY1Z     - 1,050,260.    1,390,440.      MT  (+/- 180 meters Scaled)
 GC0910
 GC0910                          SUPERSEDED SURVEY CONTROL
 GC0910
 GC0910  NGVD 29 (??/??/92)  169.382  (m)          555.71   (f) ADJ UNCH    1 2
 GC0910
 GC0910.Superseded values are not recommended for survey control.
 GC0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0910.See file dsdata.txt to determine how the superseded data were derived.
 GC0910
 GC0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF020704(NAD 83)
 GC0910_MARKER: DB = BENCH MARK DISK
 GC0910_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GC0910_STAMPING: A 348 1954
 GC0910_MARK LOGO: CGS   
 GC0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0910+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 GC0910
 GC0910  HISTORY     - Date     Condition        Report By
 GC0910  HISTORY     - 1954     MONUMENTED       CGS
 GC0910  HISTORY     - 1984     GOOD             NGS
 GC0910  HISTORY     - 19950913 GOOD             KYDT
 GC0910
 GC0910                          STATION DESCRIPTION
 GC0910
 GC0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC0910'2.6 MI NE FROM OLMSTEAD.
 GC0910'2.65 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0910'FROM THE CROSSING OF AN EAST-WEST BLACK TOP ROAD AND THE HIGH
 GC0910'SCHOOL AT OLMSTEAD, IN THE TOP OF THE SOUTHEAST END OF THE BRIDGE
 GC0910'SEAT OF SOUTHWEST ABUTMENT OF BRIDGE NO. 7 OVER WHIPPOORWILL
 GC0910'CREEK, 10 FEET SOUTHEAST OF SOUTHEAST RAIL AND ABOUT 6 FEET
 GC0910'BELOW LEVEL OF TRACK.
 GC0910
 GC0910                          STATION RECOVERY (1984)
 GC0910
 GC0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0910'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
 GC0910
 GC0910                          STATION RECOVERY (1995)
 GC0910
 GC0910'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1459 ***********************************************************************
 HZ1459  DESIGNATION -  A 349
 HZ1459  PID         -  HZ1459
 HZ1459  STATE/COUNTY-  KY/JEFFERSON
 HZ1459  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1459
 HZ1459                         *CURRENT SURVEY CONTROL
 HZ1459  ___________________________________________________________________
 HZ1459* NAD 83(1986)-  38 15 12.     (N)    085 41 52.     (W)     SCALED    
 HZ1459* NAVD 88     -       161.860  (meters)     531.04   (feet)  ADJUSTED  
 HZ1459  ___________________________________________________________________
 HZ1459  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1459  DYNAMIC HT  -         161.751 (meters)     530.68  (feet)  COMP
 HZ1459  MODELED GRAV-     979,952.3   (mgal)                       NAVD 88
 HZ1459
 HZ1459  VERT ORDER  -  FIRST     CLASS II
 HZ1459
 HZ1459.The horizontal coordinates were scaled from a topographic map and have
 HZ1459.an estimated accuracy of +/- 6 seconds.
 HZ1459
 HZ1459.The orthometric height was determined by differential leveling
 HZ1459.and adjusted by the National Geodetic Survey in June 1991..
 HZ1459
 HZ1459.The geoid height was determined by GEOID03.
 HZ1459
 HZ1459.The dynamic height is computed by dividing the NAVD 88
 HZ1459.geopotential number by the normal gravity value computed on the
 HZ1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1459.degrees latitude (g = 980.6199 gals.).
 HZ1459
 HZ1459.The modeled gravity was interpolated from observed gravity values.
 HZ1459
 HZ1459;                    North         East    Units  Estimated Accuracy
 HZ1459;SPC KY1Z     - 1,213,090.    1,504,570.      MT  (+/- 180 meters Scaled)
 HZ1459
 HZ1459                          SUPERSEDED SURVEY CONTROL
 HZ1459
 HZ1459  NGVD 29 (??/??/92)  162.010  (m)          531.53   (f) ADJ UNCH    1 2
 HZ1459
 HZ1459.Superseded values are not recommended for survey control.
 HZ1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1459.See file dsdata.txt to determine how the superseded data were derived.
 HZ1459
 HZ1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH139347(NAD 83)
 HZ1459_MARKER: DB = BENCH MARK DISK
 HZ1459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1459_SP_SET: CURB
 HZ1459_STAMPING: A 349 1954
 HZ1459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1459
 HZ1459  HISTORY     - Date     Condition        Report By
 HZ1459  HISTORY     - 1954     MONUMENTED       CGS
 HZ1459  HISTORY     - 1963     GOOD             NGS
 HZ1459  HISTORY     - 1981     GOOD             KYDT
 HZ1459
 HZ1459                          STATION DESCRIPTION
 HZ1459
 HZ1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1459'AT LOUISVILLE.
 HZ1459'AT LOUISVILLE, AT THE JUNCTION OF FRANKFORT AVENUE AND SOUTH
 HZ1459'PETERSON AVENUE, SET VERTICALLY IN THE NORTH FACE OF CRESCENT
 HZ1459'HILL METHODIST CHURCH, 221 FEET SOUTH OF SOUTH CURB OF FRANKFORT
 HZ1459'AVENUE, 32 FEET EAST OF EAST CURB OF SOUTH PETERMAN AVENUE, 1
 HZ1459'FOOT EAST OF NORTHWEST CORNER OF BUILDING AND ABOUT 4 FEET ABOVE
 HZ1459'LEVEL OF SIDE WALK.
 HZ1459
 HZ1459                          STATION RECOVERY (1963)
 HZ1459
 HZ1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1459'RECOVERED IN GOOD CONDITION.
 HZ1459
 HZ1459                          STATION RECOVERY (1981)
 HZ1459
 HZ1459'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0041 ***********************************************************************
 HZ0041  DESIGNATION -  A 35
 HZ0041  PID         -  HZ0041
 HZ0041  STATE/COUNTY-  KY/PENDLETON
 HZ0041  USGS QUAD   -  FALMOUTH (1987)
 HZ0041
 HZ0041                         *CURRENT SURVEY CONTROL
 HZ0041  ___________________________________________________________________
 HZ0041* NAD 83(1986)-  38 40 42.     (N)    084 20 02.     (W)     SCALED    
 HZ0041* NAVD 88     -       169.243  (meters)     555.26   (feet)  ADJUSTED  
 HZ0041  ___________________________________________________________________
 HZ0041  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 HZ0041  DYNAMIC HT  -         169.129 (meters)     554.88  (feet)  COMP
 HZ0041  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 HZ0041
 HZ0041  VERT ORDER  -  SECOND    CLASS 0
 HZ0041
 HZ0041.The horizontal coordinates were scaled from a topographic map and have
 HZ0041.an estimated accuracy of +/- 6 seconds.
 HZ0041
 HZ0041.The orthometric height was determined by differential leveling
 HZ0041.and adjusted by the National Geodetic Survey in June 1991..
 HZ0041
 HZ0041.The geoid height was determined by GEOID03.
 HZ0041
 HZ0041.The dynamic height is computed by dividing the NAVD 88
 HZ0041.geopotential number by the normal gravity value computed on the
 HZ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0041.degrees latitude (g = 980.6199 gals.).
 HZ0041
 HZ0041.The modeled gravity was interpolated from observed gravity values.
 HZ0041
 HZ0041;                    North         East    Units  Estimated Accuracy
 HZ0041;SPC KY1Z     - 1,261,200.    1,623,220.      MT  (+/- 180 meters Scaled)
 HZ0041
 HZ0041                          SUPERSEDED SURVEY CONTROL
 HZ0041
 HZ0041  NGVD 29 (??/??/92)  169.478  (m)          556.03   (f) ADJ UNCH    2 0
 HZ0041
 HZ0041.Superseded values are not recommended for survey control.
 HZ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0041.See file dsdata.txt to determine how the superseded data were derived.
 HZ0041
 HZ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH319844(NAD 83)
 HZ0041_MARKER: DB = BENCH MARK DISK
 HZ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0041_STAMPING: A 35 1935
 HZ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0041+STABILITY: SURFACE MOTION
 HZ0041
 HZ0041  HISTORY     - Date     Condition        Report By
 HZ0041  HISTORY     - 1935     MONUMENTED       CGS
 HZ0041  HISTORY     - 1955     MARK NOT FOUND   NGS
 HZ0041
 HZ0041                          STATION DESCRIPTION
 HZ0041
 HZ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0041'AT FALMOUTH.
 HZ0041'AT FALMOUTH, PENDLETON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HZ0041'RAILROAD, 26-1/2 YARDS NORTH OF THE NORTHEAST CORNER OF THE STATION,
 HZ0041'AT THE SHELBY STREET CROSSING, 24-1/4 YARDS SOUTH OF THE CENTERLINE
 HZ0041'OF SHELBY STREET, 18 YARDS EAST OF THE EAST RAIL, 1-1/2 FEET EAST
 HZ0041'OF THE IRON-PIPE FENCE, AND LEVEL WITH THE STREET.  A STANDARD
 HZ0041'DISK, STAMPED A 35 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HZ0041'NOTE-- THE IRON PIPE FENCE HAS BEEN REMOVED, THIS ENTIRE AREA HAS
 HZ0041'BEEN BLACK TOPPED, NO ONE CONNECTED WITH THE LOUISVILLE AND
 HZ0041'NASHVILLE RAILROAD COULD BE FOUND WITH ANY KNOWLEDGE OF THE
 HZ0041'DISPOSITION OF THIS MARK.  SEVERAL OF THE LOCAL MERCHANTS NEAR
 HZ0041'THE STATION CAME OUT TO ASSIST BUT WITHOUT SUCCESS.  THE
 HZ0041'MEASUREMENTS WERE INACCURATE, A TWO FOOT SQUARE OF BLACK TOP WAS
 HZ0041'DUG UP BUT THE MARK COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1511 ***********************************************************************
 HZ1511  DESIGNATION -  A 350
 HZ1511  PID         -  HZ1511
 HZ1511  STATE/COUNTY-  KY/JEFFERSON
 HZ1511  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1511
 HZ1511                         *CURRENT SURVEY CONTROL
 HZ1511  ___________________________________________________________________
 HZ1511* NAD 83(1986)-  38 19 42.     (N)    085 38 12.     (W)     SCALED    
 HZ1511* NAVD 88     -       133.277  (meters)     437.26   (feet)  ADJUSTED  
 HZ1511  ___________________________________________________________________
 HZ1511  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HZ1511  DYNAMIC HT  -         133.188 (meters)     436.97  (feet)  COMP
 HZ1511  MODELED GRAV-     979,956.9   (mgal)                       NAVD 88
 HZ1511
 HZ1511  VERT ORDER  -  FIRST     CLASS II
 HZ1511
 HZ1511.The horizontal coordinates were scaled from a topographic map and have
 HZ1511.an estimated accuracy of +/- 6 seconds.
 HZ1511
 HZ1511.The orthometric height was determined by differential leveling
 HZ1511.and adjusted by the National Geodetic Survey in June 1991..
 HZ1511
 HZ1511.The geoid height was determined by GEOID03.
 HZ1511
 HZ1511.The dynamic height is computed by dividing the NAVD 88
 HZ1511.geopotential number by the normal gravity value computed on the
 HZ1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1511.degrees latitude (g = 980.6199 gals.).
 HZ1511
 HZ1511.The modeled gravity was interpolated from observed gravity values.
 HZ1511
 HZ1511;                    North         East    Units  Estimated Accuracy
 HZ1511;SPC KY1Z     - 1,221,420.    1,509,910.      MT  (+/- 180 meters Scaled)
 HZ1511
 HZ1511                          SUPERSEDED SURVEY CONTROL
 HZ1511
 HZ1511  NGVD 29 (??/??/92)  133.432  (m)          437.77   (f) ADJ UNCH    1 2
 HZ1511
 HZ1511.Superseded values are not recommended for survey control.
 HZ1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1511.See file dsdata.txt to determine how the superseded data were derived.
 HZ1511
 HZ1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH191431(NAD 83)
 HZ1511_MARKER: DB = BENCH MARK DISK
 HZ1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1511_STAMPING: A 350 1954
 HZ1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1511+STABILITY: SURFACE MOTION
 HZ1511
 HZ1511  HISTORY     - Date     Condition        Report By
 HZ1511  HISTORY     - 1954     MONUMENTED       CGS
 HZ1511  HISTORY     - 1963     GOOD             NGS
 HZ1511  HISTORY     - 1981     GOOD             KYDT
 HZ1511
 HZ1511                          STATION DESCRIPTION
 HZ1511
 HZ1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1511'0.6 MI SW FROM HARRODS CREEK.
 HZ1511'ABOUT 0.65 MILE SOUTHWEST ALONG RIVER ROAD FROM THE MASONIC
 HZ1511'BUILDING AT HARRODS CREEK, LOCATED IN A TRIANGLE FORMED BY THE
 HZ1511'JUNCTION OF A ROAD LEADING NORTHWEST, 32 FEET NORTH OF CENTER
 HZ1511'LINE OF RIVER ROAD, 27 FEET SOUTHWEST OF CENTER LINE OF ROAD
 HZ1511'NORTHWEST, 32 FEET SOUTHEAST OF CENTER LINE OF ROAD ON NORTHWEST
 HZ1511'SIDE OF TRIANGLE, 53 FEET NORTH-NORTHEAST AND ACROSS RIVER ROAD
 HZ1511'FROM A WELL WITH PUMP, 6 FEET SOUTH-SOUTHWEST OF A LONE 12-INCH
 HZ1511'BLACK LOCUST TREE, 28 FEET WEST-NORTHWEST OF POWER POLE NO.
 HZ1511'L 4 187, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 HZ1511'1 FOOT BELOW LEVEL OF RIVER ROAD AND SET IN THE TOP OF A
 HZ1511'CONCRETE POST PROJECTING 3 INCHES.
 HZ1511
 HZ1511                          STATION RECOVERY (1963)
 HZ1511
 HZ1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1511'RECOVERED IN GOOD CONDITION.
 HZ1511
 HZ1511                          STATION RECOVERY (1981)
 HZ1511
 HZ1511'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1524 ***********************************************************************
 HZ1524  DESIGNATION -  A 351
 HZ1524  PID         -  HZ1524
 HZ1524  STATE/COUNTY-  KY/OLDHAM
 HZ1524  USGS QUAD   -  OWEN (1983)
 HZ1524
 HZ1524                         *CURRENT SURVEY CONTROL
 HZ1524  ___________________________________________________________________
 HZ1524* NAD 83(1986)-  38 24 02.     (N)    085 36 48.     (W)     SCALED    
 HZ1524* NAVD 88     -       146.634  (meters)     481.08   (feet)  ADJUSTED  
 HZ1524  ___________________________________________________________________
 HZ1524  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ1524  DYNAMIC HT  -         146.536 (meters)     480.76  (feet)  COMP
 HZ1524  MODELED GRAV-     979,959.1   (mgal)                       NAVD 88
 HZ1524
 HZ1524  VERT ORDER  -  FIRST     CLASS II
 HZ1524
 HZ1524.The horizontal coordinates were scaled from a topographic map and have
 HZ1524.an estimated accuracy of +/- 6 seconds.
 HZ1524
 HZ1524.The orthometric height was determined by differential leveling
 HZ1524.and adjusted by the National Geodetic Survey in June 1991..
 HZ1524
 HZ1524.The geoid height was determined by GEOID03.
 HZ1524
 HZ1524.The dynamic height is computed by dividing the NAVD 88
 HZ1524.geopotential number by the normal gravity value computed on the
 HZ1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1524.degrees latitude (g = 980.6199 gals.).
 HZ1524
 HZ1524.The modeled gravity was interpolated from observed gravity values.
 HZ1524
 HZ1524;                    North         East    Units  Estimated Accuracy
 HZ1524;SPC KY1Z     - 1,229,440.    1,511,940.      MT  (+/- 180 meters Scaled)
 HZ1524
 HZ1524                          SUPERSEDED SURVEY CONTROL
 HZ1524
 HZ1524  NGVD 29 (??/??/92)  146.793  (m)          481.60   (f) ADJ UNCH    1 2
 HZ1524
 HZ1524.Superseded values are not recommended for survey control.
 HZ1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1524.See file dsdata.txt to determine how the superseded data were derived.
 HZ1524
 HZ1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH210511(NAD 83)
 HZ1524_MARKER: DB = BENCH MARK DISK
 HZ1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1524_STAMPING: A 351 1954
 HZ1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1524+STABILITY: SURFACE MOTION
 HZ1524
 HZ1524  HISTORY     - Date     Condition        Report By
 HZ1524  HISTORY     - 1954     MONUMENTED       CGS
 HZ1524  HISTORY     - 1961     GOOD             NGS
 HZ1524
 HZ1524                          STATION DESCRIPTION
 HZ1524
 HZ1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1524'3.4 MI NW FROM PROSPECT.
 HZ1524'ABOUT 3.35 MILES NORTHWEST AND NORTH ALONG A BLACK TOP AND GRAVEL
 HZ1524'ROAD FROM THE POST OFFICE AND JUNCTION OF U.S. HIGHWAY 42 AT
 HZ1524'PROSPECT, ABOUT 0.1 MILE SOUTH OF JUNCTION OF A ROAD WEST TO
 HZ1524'HARMONY VILLAGE, AT THE JUNCTION OF A ROAD EAST, 22 FEET EAST
 HZ1524'OF CENTER LINE OF NORTH-SOUTH ROAD, 37 FEET NORTH OF CENTER LINE
 HZ1524'OF ROAD EAST, 23 FEET NORTHEAST OF EAST END OF A 30-INCH PIPE
 HZ1524'CULVERT UNDER ROAD NORTH, 13 FEET NORTH OF A FENCE CORNER, 9 FEET
 HZ1524'SOUTH OF A 14-INCH ASH TREE, 5 FEET EAST OF A FENCE LINE,
 HZ1524'ABOUT LEVEL WITH ROAD EAST AND SET IN THE TOP OF A CONCRETE POST
 HZ1524'PROJECTING 4 INCHES.
 HZ1524
 HZ1524                          STATION RECOVERY (1961)
 HZ1524
 HZ1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HZ1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0909 ***********************************************************************
 HZ0909  DESIGNATION -  A 352
 HZ0909  PID         -  HZ0909
 HZ0909  STATE/COUNTY-  KY/TRIMBLE
 HZ0909  USGS QUAD   -  MADISON EAST (1994)
 HZ0909
 HZ0909                         *CURRENT SURVEY CONTROL
 HZ0909  ___________________________________________________________________
 HZ0909* NAD 83(1986)-  38 43 35.     (N)    085 20 45.     (W)     SCALED    
 HZ0909* NAVD 88     -       140.004  (meters)     459.33   (feet)  ADJUSTED  
 HZ0909  ___________________________________________________________________
 HZ0909  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0909  DYNAMIC HT  -         139.911 (meters)     459.02  (feet)  COMP
 HZ0909  MODELED GRAV-     979,962.1   (mgal)                       NAVD 88
 HZ0909
 HZ0909  VERT ORDER  -  FIRST     CLASS II
 HZ0909
 HZ0909.The horizontal coordinates were scaled from a topographic map and have
 HZ0909.an estimated accuracy of +/- 6 seconds.
 HZ0909
 HZ0909.The orthometric height was determined by differential leveling
 HZ0909.and adjusted by the National Geodetic Survey in June 1991..
 HZ0909
 HZ0909.The geoid height was determined by GEOID03.
 HZ0909
 HZ0909.The dynamic height is computed by dividing the NAVD 88
 HZ0909.geopotential number by the normal gravity value computed on the
 HZ0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0909.degrees latitude (g = 980.6199 gals.).
 HZ0909
 HZ0909.The modeled gravity was interpolated from observed gravity values.
 HZ0909
 HZ0909;                    North         East    Units  Estimated Accuracy
 HZ0909;SPC KY1Z     - 1,265,670.    1,535,150.      MT  (+/- 180 meters Scaled)
 HZ0909
 HZ0909                          SUPERSEDED SURVEY CONTROL
 HZ0909
 HZ0909  NGVD 29 (??/??/92)  140.172  (m)          459.88   (f) ADJ UNCH    1 2
 HZ0909
 HZ0909.Superseded values are not recommended for survey control.
 HZ0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0909.See file dsdata.txt to determine how the superseded data were derived.
 HZ0909
 HZ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH437877(NAD 83)
 HZ0909_MARKER: DB = BENCH MARK DISK
 HZ0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0909_STAMPING: A 352 1954
 HZ0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0909+STABILITY: SURFACE MOTION
 HZ0909
 HZ0909  HISTORY     - Date     Condition        Report By
 HZ0909  HISTORY     - 1954     MONUMENTED       CGS
 HZ0909  HISTORY     - 1961     GOOD             NGS
 HZ0909
 HZ0909                          STATION DESCRIPTION
 HZ0909
 HZ0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0909'1.4 MI E FROM MILTON.
 HZ0909'1.35 MILES EAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 HZ0909'U.S. HIGHWAY 421 AT MILTON, ABOUT 0.85 MILE WEST OF THE
 HZ0909'CARROLL-TRIMBLE COUNTY LINE, 29 FEET SOUTH OF CENTER LINE OF
 HZ0909'HIGHWAY, 83 FEET SOUTHWEST AND ACROSS HIGHWAY FROM A POWER POLE
 HZ0909'WITH TRANSFORMER, 30 FEET EAST OF CENTER LINE OF A DRIVE SOUTH
 HZ0909'TO A HOUSE, 23 FEET SOUTHEAST OF EAST END OF AN 18-INCH METAL
 HZ0909'PIPE CULVERT UNDER DRIVE, 1 1/2 FEET NORTH OF A FENCE LINE, 1 1/2
 HZ0909'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 HZ0909'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0909'4 INCHES.
 HZ0909
 HZ0909                          STATION RECOVERY (1961)
 HZ0909
 HZ0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HZ0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0934 ***********************************************************************
 HZ0934  DESIGNATION -  A 353
 HZ0934  PID         -  HZ0934
 HZ0934  STATE/COUNTY-  KY/CARROLL
 HZ0934  USGS QUAD   -  CARROLLTON (1994)
 HZ0934
 HZ0934                         *CURRENT SURVEY CONTROL
 HZ0934  ___________________________________________________________________
 HZ0934* NAD 83(1986)-  38 41 27.     (N)    085 08 34.     (W)     SCALED    
 HZ0934* NAVD 88     -       148.147  (meters)     486.05   (feet)  ADJUSTED  
 HZ0934  ___________________________________________________________________
 HZ0934  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ0934  DYNAMIC HT  -         148.051 (meters)     485.73  (feet)  COMP
 HZ0934  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 HZ0934
 HZ0934  VERT ORDER  -  FIRST     CLASS II
 HZ0934
 HZ0934.The horizontal coordinates were scaled from a topographic map and have
 HZ0934.an estimated accuracy of +/- 6 seconds.
 HZ0934
 HZ0934.The orthometric height was determined by differential leveling
 HZ0934.and adjusted by the National Geodetic Survey in June 1991..
 HZ0934
 HZ0934.The geoid height was determined by GEOID03.
 HZ0934
 HZ0934.The dynamic height is computed by dividing the NAVD 88
 HZ0934.geopotential number by the normal gravity value computed on the
 HZ0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0934.degrees latitude (g = 980.6199 gals.).
 HZ0934
 HZ0934.The modeled gravity was interpolated from observed gravity values.
 HZ0934
 HZ0934;                    North         East    Units  Estimated Accuracy
 HZ0934;SPC KY1Z     - 1,261,820.    1,552,830.      MT  (+/- 180 meters Scaled)
 HZ0934
 HZ0934                          SUPERSEDED SURVEY CONTROL
 HZ0934
 HZ0934  NGVD 29 (??/??/92)  148.326  (m)          486.63   (f) ADJ UNCH    1 2
 HZ0934
 HZ0934.Superseded values are not recommended for survey control.
 HZ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0934.See file dsdata.txt to determine how the superseded data were derived.
 HZ0934
 HZ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH615841(NAD 83)
 HZ0934_MARKER: DB = BENCH MARK DISK
 HZ0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0934_STAMPING: A 353 1954
 HZ0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0934+STABILITY: SURFACE MOTION
 HZ0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0934+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003
 HZ0934
 HZ0934  HISTORY     - Date     Condition        Report By
 HZ0934  HISTORY     - 1954     MONUMENTED       CGS
 HZ0934  HISTORY     - 1964     GOOD             NGS
 HZ0934  HISTORY     - 20030307 GOOD             KYDT
 HZ0934
 HZ0934                          STATION DESCRIPTION
 HZ0934
 HZ0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0934'2.2 MI NE FROM CARROLLTON.
 HZ0934'2.15 MILES NORTHEAST ALONG U.S. HIGHWAY 42 FROM THE COURT
 HZ0934'HOUSE AT CARROLLTON, ABOUT 1.15 MILES NORTHEAST OF JUNCTION OF
 HZ0934'U.S. HIGHWAY 227 AND STATE HIGHWAY 36 LEADING SOUTHEAST, 33 FEET
 HZ0934'SOUTHEAST OF CENTER LINE OF HIGHWAY, 190 FEET NORTHEAST OF
 HZ0934'CENTER OF ENTRANCE TO MARTINS NURSERY, EAST AND ACROSS HIGHWAY
 HZ0934'FROM CARROLLTON AUTO COURT, 100 FEET SOUTH AND ACROSS HIGHWAY FROM
 HZ0934'SOUTH CORNER OF SUNSET INN (BRICK BUILDING), 5 FEET NORTHWEST
 HZ0934'OF POWER POLE NO. 83, 5 FEET WEST-NORTHWEST OF A FENCE CORNER,
 HZ0934'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 HZ0934'BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HZ0934'PROJECTING 3 INCHES.
 HZ0934
 HZ0934                          STATION RECOVERY (1964)
 HZ0934
 HZ0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0934'RECOVERED IN GOOD CONDITION.
 HZ0934
 HZ0934                          STATION RECOVERY (2003)
 HZ0934
 HZ0934'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0934'MARK IS 32.7 FEET SOUTHEAST OF CENTERLINE OF ROAD, 18.2 FEET EAST OF
 HZ0934'TRAFFIC SIGN AND POST AND FORMER SUNSET INN NOW PORT WILLIAM MOTEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1087 ***********************************************************************
 HY1087  DESIGNATION -  A 354
 HY1087  PID         -  HY1087
 HY1087  STATE/COUNTY-  KY/GREENUP
 HY1087  USGS QUAD   -  PORTSMOUTH (1975)
 HY1087
 HY1087                         *CURRENT SURVEY CONTROL
 HY1087  ___________________________________________________________________
 HY1087* NAD 83(1986)-  38 43 31.     (N)    082 59 53.     (W)     SCALED    
 HY1087* NAVD 88     -       164.388  (meters)     539.33   (feet)  ADJUSTED  
 HY1087  ___________________________________________________________________
 HY1087  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY1087  DYNAMIC HT  -         164.285 (meters)     538.99  (feet)  COMP
 HY1087  MODELED GRAV-     980,000.7   (mgal)                       NAVD 88
 HY1087
 HY1087  VERT ORDER  -  FIRST     CLASS I
 HY1087
 HY1087.The horizontal coordinates were scaled from a topographic map and have
 HY1087.an estimated accuracy of +/- 6 seconds.
 HY1087
 HY1087.The orthometric height was determined by differential leveling
 HY1087.and adjusted by the National Geodetic Survey in June 1991..
 HY1087
 HY1087.The geoid height was determined by GEOID03.
 HY1087
 HY1087.The dynamic height is computed by dividing the NAVD 88
 HY1087.geopotential number by the normal gravity value computed on the
 HY1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1087.degrees latitude (g = 980.6199 gals.).
 HY1087
 HY1087.The modeled gravity was interpolated from observed gravity values.
 HY1087
 HY1087;                    North         East    Units  Estimated Accuracy
 HY1087;SPC KY1Z     - 1,269,000.    1,739,280.      MT  (+/- 180 meters Scaled)
 HY1087
 HY1087                          SUPERSEDED SURVEY CONTROL
 HY1087
 HY1087  NGVD 29 (??/??/92)  164.578  (m)          539.95   (f) ADJ UNCH    1 1
 HY1087
 HY1087.Superseded values are not recommended for survey control.
 HY1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1087.See file dsdata.txt to determine how the superseded data were derived.
 HY1087
 HY1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC263881(NAD 83)
 HY1087_MARKER: DB = BENCH MARK DISK
 HY1087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1087_SP_SET: PIER
 HY1087_STAMPING: A 354 1956
 HY1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1087
 HY1087  HISTORY     - Date     Condition        Report By
 HY1087  HISTORY     - 1956     MONUMENTED       CGS
 HY1087  HISTORY     - 1967     GOOD             NGS
 HY1087  HISTORY     - 1979     GOOD             LOCENG
 HY1087
 HY1087                          STATION DESCRIPTION
 HY1087
 HY1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1087'0.2 MI SE FROM SOUTH PORTSMOUTH.
 HY1087'ABOUT 0.2 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1087'FROM THE STATION AT SOUTH PORTSMOUTH, SET VERTICALLY IN THE CENTER
 HY1087'OF THE EAST FACE OF THE SOUTH CONCRETE PIER OF THE U.S. GRANT
 HY1087'BRIDGE (U.S. HIGHWAY 23) OVER THE OHIO RIVER, 66 FEET WEST OF
 HY1087'MILEPOST 550, 28.3 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 HY1087'TRACK, 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 2 FEET ABOVE
 HY1087'THE LEVEL OF THE TRACK.
 HY1087
 HY1087                          STATION RECOVERY (1979)
 HY1087
 HY1087'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1042 ***********************************************************************
 HY1042  DESIGNATION -  A 355
 HY1042  PID         -  HY1042
 HY1042  STATE/COUNTY-  KY/GREENUP
 HY1042  USGS QUAD   -  IRONTON (1987)
 HY1042
 HY1042                         *CURRENT SURVEY CONTROL
 HY1042  ___________________________________________________________________
 HY1042* NAD 83(1986)-  38 30 41.     (N)    082 40 52.     (W)     SCALED    
 HY1042* NAVD 88     -       166.605  (meters)     546.60   (feet)  ADJUSTED  
 HY1042  ___________________________________________________________________
 HY1042  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HY1042  DYNAMIC HT  -         166.496 (meters)     546.25  (feet)  COMP
 HY1042  MODELED GRAV-     979,969.6   (mgal)                       NAVD 88
 HY1042
 HY1042  VERT ORDER  -  FIRST     CLASS II
 HY1042
 HY1042.The horizontal coordinates were scaled from a topographic map and have
 HY1042.an estimated accuracy of +/- 6 seconds.
 HY1042
 HY1042.The orthometric height was determined by differential leveling
 HY1042.and adjusted by the National Geodetic Survey in June 1991..
 HY1042
 HY1042.The geoid height was determined by GEOID03.
 HY1042
 HY1042.The dynamic height is computed by dividing the NAVD 88
 HY1042.geopotential number by the normal gravity value computed on the
 HY1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1042.degrees latitude (g = 980.6199 gals.).
 HY1042
 HY1042.The modeled gravity was interpolated from observed gravity values.
 HY1042
 HY1042;                    North         East    Units  Estimated Accuracy
 HY1042;SPC KY1Z     - 1,246,130.    1,767,610.      MT  (+/- 180 meters Scaled)
 HY1042
 HY1042                          SUPERSEDED SURVEY CONTROL
 HY1042
 HY1042  NGVD 29 (??/??/92)  166.796  (m)          547.23   (f) ADJ UNCH    1 2
 HY1042
 HY1042.Superseded values are not recommended for survey control.
 HY1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1042.See file dsdata.txt to determine how the superseded data were derived.
 HY1042
 HY1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC534638(NAD 83)
 HY1042_MARKER: DB = BENCH MARK DISK
 HY1042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1042_SP_SET: CATCH BASIN
 HY1042_STAMPING: A 355 1956
 HY1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1042
 HY1042  HISTORY     - Date     Condition        Report By
 HY1042  HISTORY     - 1956     MONUMENTED       CGS
 HY1042  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY1042
 HY1042                          STATION DESCRIPTION
 HY1042
 HY1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY1042'1.8 MI SE FROM RUSSELL.
 HY1042'1.75 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY1042'THE STATION AT RUSSELL, ABOUT 3.05 MILES NORTHWEST OF THE
 HY1042'STATION AT ASHLAND, ABOUT 0.25 MILE NORTHWEST OF MILE POST 522,
 HY1042'274 YARDS SOUTHEAST OF SIGNAL BRIDGE NO. 522.3, 20 FEET
 HY1042'NORTHEAST OF CENTER LINE OF U.S. HIGHWAY 23, 13 FEET SOUTHWEST
 HY1042'OF SOUTHWEST RAIL OF SOUTHWEST TRACK, 68 1/2 FEET SOUTHEAST OF
 HY1042'TELEPHONE POLE NO. E 39 (THE 8TH TELEPHONE POLE SOUTHEAST OF
 HY1042'SIGNAL BRIDGE), 32 1/2 FEET NORTHWEST OF THE 9TH TELEPHONE
 HY1042'POLE SOUTHEAST OF SIGNAL BRIDGE, IN THE TOP OF SOUTH CORNER OF
 HY1042'2 1/2-FOOT SQUARE CONCRETE CATCH BASIN WITH IRON GRILL, 2 FEET
 HY1042'BELOW LEVEL OF TRACK AND 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 HY1042
 HY1042                          STATION RECOVERY (1984)
 HY1042
 HY1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY1042'NOT RECOVERED, THE HIGHWAY HAS BEEN REROUTED AT THIS LOCATION,
 HY1042'BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0105 ***********************************************************************
 HA0105  DESIGNATION -  A 356
 HA0105  PID         -  HA0105
 HA0105  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0105  USGS QUAD   -  KINGSWOOD (1993)
 HA0105
 HA0105                         *CURRENT SURVEY CONTROL
 HA0105  ___________________________________________________________________
 HA0105* NAD 83(1986)-  37 44 33.     (N)    086 24 43.     (W)     SCALED    
 HA0105* NAVD 88     -       237.174  (meters)     778.13   (feet)  ADJUSTED  
 HA0105  ___________________________________________________________________
 HA0105  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HA0105  DYNAMIC HT  -         237.002 (meters)     777.56  (feet)  COMP
 HA0105  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 HA0105
 HA0105  VERT ORDER  -  SECOND    CLASS 0
 HA0105
 HA0105.The horizontal coordinates were scaled from a topographic map and have
 HA0105.an estimated accuracy of +/- 6 seconds.
 HA0105
 HA0105.The orthometric height was determined by differential leveling
 HA0105.and adjusted by the National Geodetic Survey in June 1991..
 HA0105
 HA0105.The geoid height was determined by GEOID03.
 HA0105
 HA0105.The dynamic height is computed by dividing the NAVD 88
 HA0105.geopotential number by the normal gravity value computed on the
 HA0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0105.degrees latitude (g = 980.6199 gals.).
 HA0105
 HA0105.The modeled gravity was interpolated from observed gravity values.
 HA0105
 HA0105;                    North         East    Units  Estimated Accuracy
 HA0105;SPC KY1Z     - 1,156,600.    1,441,660.      MT  (+/- 180 meters Scaled)
 HA0105
 HA0105                          SUPERSEDED SURVEY CONTROL
 HA0105
 HA0105  NGVD 29 (??/??/92)  237.308  (m)          778.57   (f) ADJ UNCH    2 0
 HA0105
 HA0105.Superseded values are not recommended for survey control.
 HA0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0105.See file dsdata.txt to determine how the superseded data were derived.
 HA0105
 HA0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG518774(NAD 83)
 HA0105_MARKER: DB = BENCH MARK DISK
 HA0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0105_STAMPING: A 356 1954
 HA0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0105+STABILITY: SURFACE MOTION
 HA0105
 HA0105  HISTORY     - Date     Condition        Report By
 HA0105  HISTORY     - 1954     MONUMENTED       CGS
 HA0105
 HA0105                          STATION DESCRIPTION
 HA0105
 HA0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0105'0.6 MI S FROM HARNED.
 HA0105'ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 65 FROM THE JUNCTION
 HA0105'OF U.S. HIGHWAY 60 AT HARNED, 26 FEET EAST OF CENTER LINE OF
 HA0105'HIGHWAY, 1 FOOT WEST OF A FENCE LINE, 38 FEET NORTH OF POLE NO.
 HA0105'93 (TELEPHONE, CABLE AND POWER LINE POLE), 276 FEET NORTH OF
 HA0105'CENTER OF JUNCTION OF A GRAVEL ROAD LEADING EAST, 253 FEET SOUTH
 HA0105'OF CENTER LINE OF A DRIVE WEST TO A FARM HOUSE, 108 FEET SOUTH
 HA0105'OF SOUTH END OF WEST CONCRETE HEAD WALL OF A PIPE CULVERT UNDER
 HA0105'HIGHWAY, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1/2
 HA0105'FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HA0105'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0541 ***********************************************************************
 GD0541  DESIGNATION -  A 356
 GD0541  PID         -  GD0541
 GD0541  STATE/COUNTY-  KY/FULTON
 GD0541  USGS QUAD   -  BONDURANT (1982)
 GD0541
 GD0541                         *CURRENT SURVEY CONTROL
 GD0541  ___________________________________________________________________
 GD0541* NAD 83(1986)-  36 34 34.     (N)    089 19 46.     (W)     SCALED    
 GD0541* NAVD 88     -        89.186  (meters)     292.60   (feet)  POSTED    
 GD0541  ___________________________________________________________________
 GD0541  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD0541  DYNAMIC HT  -          89.120 (meters)     292.39  (feet)  COMP
 GD0541  MODELED GRAV-     979,847.8   (mgal)                       NAVD 88
 GD0541
 GD0541  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GD0541
 GD0541.The horizontal coordinates were scaled from a topographic map and have
 GD0541.an estimated accuracy of +/- 6 seconds.
 GD0541
 GD0541.The orthometric height was determined by differential leveling
 GD0541.and adjusted by the National Geodetic Survey in 1992..
 GD0541.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GD0541.rate of 0.0 thru 1.0 mm/km.
 GD0541
 GD0541.The geoid height was determined by GEOID03.
 GD0541
 GD0541.The dynamic height is computed by dividing the NAVD 88
 GD0541.geopotential number by the normal gravity value computed on the
 GD0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0541.degrees latitude (g = 980.6199 gals.).
 GD0541
 GD0541.The modeled gravity was interpolated from observed gravity values.
 GD0541
 GD0541;                    North         East    Units  Estimated Accuracy
 GD0541;SPC KY1Z     - 1,033,090.    1,179,660.      MT  (+/- 180 meters Scaled)
 GD0541
 GD0541                          SUPERSEDED SURVEY CONTROL
 GD0541
 GD0541  NGVD 29 (??/??/??)   89.117  (m)          292.38   (f) ADJUSTED    1 2
 GD0541
 GD0541.Superseded values are not recommended for survey control.
 GD0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0541.See file dsdata.txt to determine how the superseded data were derived.
 GD0541
 GD0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF915503(NAD 83)
 GD0541_MARKER: DB = BENCH MARK DISK
 GD0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0541_STAMPING: A 356 1957
 GD0541_MARK LOGO: CGS   
 GD0541_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0541+STABILITY: SURFACE MOTION
 GD0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0541+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2002
 GD0541
 GD0541  HISTORY     - Date     Condition        Report By
 GD0541  HISTORY     - 1957     MONUMENTED       CGS
 GD0541  HISTORY     - 20001220 GOOD             CGS
 GD0541  HISTORY     - 20001220 GOOD             USACE
 GD0541  HISTORY     - 20020810 GOOD             USACE
 GD0541
 GD0541                          STATION DESCRIPTION
 GD0541
 GD0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0541'8.9 MI N FROM MILLER.
 GD0541'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 94 FROM THE CROSSING OF
 GD0541'THE ILLINOIS CENTRAL RAILROAD AT MILLER, THENCE ABOUT 2.4 MILES
 GD0541'WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.9 MILE NORTH ALONG A
 GD0541'GRAVEL ROAD, THENCE ABOUT 0.3 MILE WEST ALONG A GRAVEL ROAD,
 GD0541'THENCE ABOUT 1.5 MILES NORTH ALONG A GRAVEL ROAD PARALLEL TO
 GD0541'LEVEE, THENCE ABOUT 2.8 MILE EAST ALONG A GRAVEL ROAD, AT CORNER
 GD0541'STONE CHURCH, ABOUT 0.1 MILE NORTHWEST OF JUNCTION OF A BLACK
 GD0541'TOP ROAD LEADING SOUTH TO HIGHWAY 94 AND A DIRT ROAD LEADING
 GD0541'NORTHEAST, 80 FEET NORTHEAST OF CENTER LINE OF ROAD, 50 1/2
 GD0541'FEET SOUTH OF SOUTHEAST CORNER OF CHURCH BUILDING, 65 FEET
 GD0541'SOUTHWEST OF A WELL WITH PUMP, 3 FEET SOUTH OF A 36-INCH PECAN
 GD0541'TREE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GD0541'NOTE-- MARK IS REACHED FROM THE POST OFFICE AT HICKMAN, FULTON
 GD0541'COUNTY, BY GOING ABOUT 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY
 GD0541'94, THENCE 0.8 MILE NORTH ALONG A TRACK DIRT ROAD TO LEVEE,
 GD0541'THENCE ABOUT 3.2 MILES NORTHWEST ALONG A ROAD FOLLOWING TOP OF
 GD0541'LEVEE, THENCE 2.0 MILES WEST ALONG A DIRT ROAD, THENCE 0.1 MILE
 GD0541'NORTHWEST ALONG A ROAD TO CORNER STONE CHURCH AND BENCH MARK.
 GD0541
 GD0541                          STATION RECOVERY (2000)
 GD0541
 GD0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (JMH)
 GD0541'RECOVERED IN GOOD CONDITION.
 GD0541
 GD0541                          STATION RECOVERY (2000)
 GD0541
 GD0541'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 GD0541'MARK WAS RECOVERED IN GOOD CONDITION.
 GD0541
 GD0541                          STATION RECOVERY (2002)
 GD0541
 GD0541'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0252 ***********************************************************************
 GZ0252  DESIGNATION -  A 362
 GZ0252  PID         -  GZ0252
 GZ0252  STATE/COUNTY-  KY/LAUREL
 GZ0252  USGS QUAD   -  LILY (1970)
 GZ0252
 GZ0252                         *CURRENT SURVEY CONTROL
 GZ0252  ___________________________________________________________________
 GZ0252* NAD 83(1986)-  37 05 25.     (N)    084 04 25.     (W)     SCALED    
 GZ0252* NAVD 88     -       362.913  (meters)    1190.66   (feet)  ADJUSTED  
 GZ0252  ___________________________________________________________________
 GZ0252  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GZ0252  DYNAMIC HT  -         362.624 (meters)    1189.71  (feet)  COMP
 GZ0252  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 GZ0252
 GZ0252  VERT ORDER  -  SECOND    CLASS 0
 GZ0252
 GZ0252.This mark is at London-Corbin Airport-Magee Field  (LOZ)
 GZ0252
 GZ0252.The horizontal coordinates were scaled from a topographic map and have
 GZ0252.an estimated accuracy of +/- 6 seconds.
 GZ0252
 GZ0252.The orthometric height was determined by differential leveling
 GZ0252.and adjusted by the National Geodetic Survey in June 1991..
 GZ0252
 GZ0252.The geoid height was determined by GEOID03.
 GZ0252
 GZ0252.The dynamic height is computed by dividing the NAVD 88
 GZ0252.geopotential number by the normal gravity value computed on the
 GZ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0252.degrees latitude (g = 980.6199 gals.).
 GZ0252
 GZ0252.The modeled gravity was interpolated from observed gravity values.
 GZ0252
 GZ0252;                    North         East    Units  Estimated Accuracy
 GZ0252;SPC KY1Z     - 1,085,350.    1,649,030.      MT  (+/- 180 meters Scaled)
 GZ0252
 GZ0252                          SUPERSEDED SURVEY CONTROL
 GZ0252
 GZ0252  NGVD 29 (??/??/92)  363.064  (m)         1191.15   (f) ADJ UNCH    2 0
 GZ0252
 GZ0252.Superseded values are not recommended for survey control.
 GZ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0252.See file dsdata.txt to determine how the superseded data were derived.
 GZ0252
 GZ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG601088(NAD 83)
 GZ0252_MARKER: DB = BENCH MARK DISK
 GZ0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0252_SP_SET: CONCRETE SLAB
 GZ0252_STAMPING: A 362 1970
 GZ0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0252
 GZ0252  HISTORY     - Date     Condition        Report By
 GZ0252  HISTORY     - 1970     MONUMENTED       NGS
 GZ0252  HISTORY     - 1978     GOOD             NGS
 GZ0252
 GZ0252                          STATION DESCRIPTION
 GZ0252
 GZ0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GZ0252'3 MI S FROM LONDON.
 GZ0252'LOCATED AT THE LONDON-CORBIN MUNICIPAL AIRPORT, ON THE SOUTHERLY
 GZ0252'SIDE OF THE TERMINAL BUILDING, IN THE SOUTHEASTERLY CORNER OF A
 GZ0252'CONCRETE SLAB WHICH IS IMMEDIATELY SOUTH OF THE SOUTH ENTRANCE
 GZ0252'TO THE TERMINAL BUILDING.  THE MARK IS ABOUT 1 FOOT NORTH AND 1
 GZ0252'FOOT WEST OF THE SOUTHEAST CORNER OF THE CONCRETE SLAB.  A
 GZ0252'STANDARD BENCH MARK DISK SET IN A DRILL HOLE.
 GZ0252
 GZ0252                          STATION RECOVERY (1978)
 GZ0252
 GZ0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 GZ0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0381 ***********************************************************************
 HZ0381  DESIGNATION -  A 363
 HZ0381  PID         -  HZ0381
 HZ0381  STATE/COUNTY-  KY/FRANKLIN
 HZ0381  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0381
 HZ0381                         *CURRENT SURVEY CONTROL
 HZ0381  ___________________________________________________________________
 HZ0381* NAD 83(1986)-  38 10 48.     (N)    084 54 07.     (W)     SCALED    
 HZ0381* NAVD 88     -       235.066  (meters)     771.21   (feet)  ADJUSTED  
 HZ0381  ___________________________________________________________________
 HZ0381  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0381  DYNAMIC HT  -         234.900 (meters)     770.67  (feet)  COMP
 HZ0381  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 HZ0381
 HZ0381  VERT ORDER  -  SECOND    CLASS 0
 HZ0381
 HZ0381.This mark is at Capital City Airport (FFT)
 HZ0381
 HZ0381.The horizontal coordinates were scaled from a topographic map and have
 HZ0381.an estimated accuracy of +/- 6 seconds.
 HZ0381
 HZ0381.The orthometric height was determined by differential leveling
 HZ0381.and adjusted by the National Geodetic Survey in June 1991..
 HZ0381
 HZ0381.The geoid height was determined by GEOID03.
 HZ0381
 HZ0381.The dynamic height is computed by dividing the NAVD 88
 HZ0381.geopotential number by the normal gravity value computed on the
 HZ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0381.degrees latitude (g = 980.6199 gals.).
 HZ0381
 HZ0381.The modeled gravity was interpolated from observed gravity values.
 HZ0381
 HZ0381;                    North         East    Units  Estimated Accuracy
 HZ0381;SPC KY1Z     - 1,205,290.    1,574,300.      MT  (+/- 180 meters Scaled)
 HZ0381
 HZ0381                          SUPERSEDED SURVEY CONTROL
 HZ0381
 HZ0381  NGVD 29 (??/??/92)  235.240  (m)          771.78   (f) ADJ UNCH    2 0
 HZ0381
 HZ0381.Superseded values are not recommended for survey control.
 HZ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0381.See file dsdata.txt to determine how the superseded data were derived.
 HZ0381
 HZ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH837278(NAD 83)
 HZ0381_MARKER: DB = BENCH MARK DISK
 HZ0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0381_SP_SET: CULVERT
 HZ0381_STAMPING: A 363 1960
 HZ0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0381
 HZ0381  HISTORY     - Date     Condition        Report By
 HZ0381  HISTORY     - 1960     MONUMENTED       CGS
 HZ0381  HISTORY     - 1970     GOOD             NGS
 HZ0381
 HZ0381                          STATION DESCRIPTION
 HZ0381
 HZ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HZ0381'1.6 MI SW FROM FRANKFORT.
 HZ0381'IN THE TOP OF THE SOUTH CORNER OF THE WEST CONCRETE CULVERT
 HZ0381'HEADWALL ON A CURVE IN THE ENTRANCE ROAD LEADING TO THE AIRPORT.
 HZ0381'IT IS 575 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HANGER
 HZ0381'AND 12 FEET WEST OF THE CENTER OF THE ROAD.
 HZ0381
 HZ0381                          STATION RECOVERY (1970)
 HZ0381
 HZ0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HZ0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1041 ***********************************************************************
 HA1041  DESIGNATION -  A 369
 HA1041  PID         -  HA1041
 HA1041  STATE/COUNTY-  KY/HENDERSON
 HA1041  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1041
 HA1041                         *CURRENT SURVEY CONTROL
 HA1041  ___________________________________________________________________
 HA1041* NAD 83(1986)-  37 55 24.     (N)    087 32 54.     (W)     SCALED    
 HA1041* NAVD 88     -       116.413  (meters)     381.93   (feet)  ADJUSTED  
 HA1041  ___________________________________________________________________
 HA1041  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HA1041  DYNAMIC HT  -         116.333 (meters)     381.67  (feet)  COMP
 HA1041  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HA1041
 HA1041  VERT ORDER  -  FIRST     CLASS II
 HA1041
 HA1041.The horizontal coordinates were scaled from a topographic map and have
 HA1041.an estimated accuracy of +/- 6 seconds.
 HA1041
 HA1041.The orthometric height was determined by differential leveling
 HA1041.and adjusted by the National Geodetic Survey in June 1991..
 HA1041.WARNING-Repeat measurements at this control monument indicate possible
 HA1041.vertical movement.
 HA1041
 HA1041.The geoid height was determined by GEOID03.
 HA1041
 HA1041.The dynamic height is computed by dividing the NAVD 88
 HA1041.geopotential number by the normal gravity value computed on the
 HA1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1041.degrees latitude (g = 980.6199 gals.).
 HA1041
 HA1041.The modeled gravity was interpolated from observed gravity values.
 HA1041
 HA1041;                    North         East    Units  Estimated Accuracy
 HA1041;SPC KY1Z     - 1,177,990.    1,341,910.      MT  (+/- 180 meters Scaled)
 HA1041
 HA1041                          SUPERSEDED SURVEY CONTROL
 HA1041
 HA1041  NGVD 29 (??/??/92)  116.515  (m)          382.27   (f) ADJ UNCH    1 2
 HA1041
 HA1041.Superseded values are not recommended for survey control.
 HA1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1041.See file dsdata.txt to determine how the superseded data were derived.
 HA1041
 HA1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG518974(NAD 83)
 HA1041_MARKER: DB = BENCH MARK DISK
 HA1041_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HA1041_SP_SET: BRIDGE GUARDRAIL BASE
 HA1041_STAMPING: A 369 1965
 HA1041_MARK LOGO: CGS   
 HA1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1041
 HA1041  HISTORY     - Date     Condition        Report By
 HA1041  HISTORY     - 1965     MONUMENTED       CGS
 HA1041  HISTORY     - 1985     GOOD             NGS
 HA1041
 HA1041                          STATION DESCRIPTION
 HA1041
 HA1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1041'4.4 MI SE FROM EVANSVILLE.
 HA1041'ABOUT 0.2 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1041'OFFICE AT EVANSVILLE, THENCE 2.2 MILES SOUTHEAST ALONG RIVERSIDE
 HA1041'DRIVE, THENCE 2.05 MILES SOUTH ALONG U.S. HIGHWAY 41, OR ABOUT 5.0
 HA1041'MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE U.S. HIGHWAYS 60 AND
 HA1041'641 OVERPASS AT HENDERSON, 130 FEET SOUTH OF THE CENTER OF THE
 HA1041'INTERSECTION OF THE HIGHWAY AND SHAWNEE DRIVE, 17 FEET WEST OF
 HA1041'THE CENTER LINE OF THE HIGHWAY, AT THE NORTH END OF A NEW CONCRETE
 HA1041'HIGHWAY BRIDGE OVER CHEATHAM SLOUGH, SET IN THE TOP AND 6 1/2
 HA1041'FEET SOUTH OF THE NORTH END OF THE CONCRETE BASE FOR A CONCRETE
 HA1041'RAILING ON THE BRIDGE, 78 FEET EAST OF BENCH MARK W 63, 8-INCHES
 HA1041'EAST OF THE CONCRETE RAILING, AND 10 INCHES ABOVE THE LEVEL OF THE
 HA1041'HIGHWAY.
 HA1041
 HA1041                          STATION RECOVERY (1985)
 HA1041
 HA1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1041'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.9 KM (3.65
 HA1041'MI) SOUTHERLY ALONG U.S. HIGHWAY 41 FROM ITS SOUTH JUNCTION WITH STATE
 HA1041'HIGHWAY 66 IN EVANSVILLE, INDIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1527 ***********************************************************************
 HY1527  DESIGNATION -  A 37
 HY1527  PID         -  HY1527
 HY1527  STATE/COUNTY-  KY/ROWAN
 HY1527  USGS QUAD   -  MOREHEAD (1978)
 HY1527
 HY1527                         *CURRENT SURVEY CONTROL
 HY1527  ___________________________________________________________________
 HY1527* NAD 83(1986)-  38 10 54.     (N)    083 25 57.     (W)     SCALED    
 HY1527* NAVD 88     -       220.062  (meters)     721.99   (feet)  ADJUSTED  
 HY1527  ___________________________________________________________________
 HY1527  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY1527  DYNAMIC HT  -         219.911 (meters)     721.49  (feet)  COMP
 HY1527  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 HY1527
 HY1527  VERT ORDER  -  FIRST     CLASS I
 HY1527
 HY1527.The horizontal coordinates were scaled from a topographic map and have
 HY1527.an estimated accuracy of +/- 6 seconds.
 HY1527
 HY1527.The orthometric height was determined by differential leveling
 HY1527.and adjusted by the National Geodetic Survey in June 1991..
 HY1527
 HY1527.The geoid height was determined by GEOID03.
 HY1527
 HY1527.The dynamic height is computed by dividing the NAVD 88
 HY1527.geopotential number by the normal gravity value computed on the
 HY1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1527.degrees latitude (g = 980.6199 gals.).
 HY1527
 HY1527.The modeled gravity was interpolated from observed gravity values.
 HY1527
 HY1527;                    North         East    Units  Estimated Accuracy
 HY1527;SPC KY1Z     - 1,207,660.    1,703,010.      MT  (+/- 180 meters Scaled)
 HY1527
 HY1527                          SUPERSEDED SURVEY CONTROL
 HY1527
 HY1527  NGVD 29 (??/??/92)  220.234  (m)          722.55   (f) ADJ UNCH    1 1
 HY1527
 HY1527.Superseded values are not recommended for survey control.
 HY1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1527.See file dsdata.txt to determine how the superseded data were derived.
 HY1527
 HY1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC869287(NAD 83)
 HY1527_MARKER: DB = BENCH MARK DISK
 HY1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1527_STAMPING: 722.482 A 37 1935
 HY1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1527+STABILITY: SURFACE MOTION
 HY1527
 HY1527  HISTORY     - Date     Condition        Report By
 HY1527  HISTORY     - 1935     MONUMENTED       CGS
 HY1527  HISTORY     - 1967     GOOD             NGS
 HY1527  HISTORY     - 19970825 MARK NOT FOUND   KYDT
 HY1527
 HY1527                          STATION DESCRIPTION
 HY1527
 HY1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1527'AT MOREHEAD.
 HY1527'AT MOREHEAD, ALONG THE CHESAPEAKE AND OHIO RAILWAY, 108 FEET
 HY1527'SOUTHEAST OF AND ACROSS THE TRACK FROM THE SOUTH CORNER OF THE
 HY1527'STATION, NEAR THE WEST CORNER OF A LAWN, 56.7 FEET SOUTHEAST OF
 HY1527'THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK OF THREE, 2 1/2 FEET
 HY1527'SOUTHWEST OF A FIRE HYDRANT, 2 1/2 FEET NORTHEAST OF A POWER
 HY1527'LINE POLE, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 HY1527'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 HY1527
 HY1527                          STATION RECOVERY (1997)
 HY1527
 HY1527'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY1527'NEW US 60 HAS BEEN BUILT ALONG OLD RR BED, NO SIGN OF RESET, CONSIDER
 HY1527'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1772 ***********************************************************************
 GY1772  DESIGNATION -  A 370
 GY1772  PID         -  GY1772
 GY1772  STATE/COUNTY-  KY/MORGAN
 GY1772  USGS QUAD   -  WEST LIBERTY (1993)
 GY1772
 GY1772                         *CURRENT SURVEY CONTROL
 GY1772  ___________________________________________________________________
 GY1772* NAD 83(1986)-  37 56 51.     (N)    083 17 11.     (W)     SCALED    
 GY1772* NAVD 88     -       235.143  (meters)     771.47   (feet)  ADJUSTED  
 GY1772  ___________________________________________________________________
 GY1772  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GY1772  DYNAMIC HT  -         234.971 (meters)     770.90  (feet)  COMP
 GY1772  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 GY1772
 GY1772  VERT ORDER  -  FIRST     CLASS I
 GY1772
 GY1772.The horizontal coordinates were scaled from a topographic map and have
 GY1772.an estimated accuracy of +/- 6 seconds.
 GY1772
 GY1772.The orthometric height was determined by differential leveling
 GY1772.and adjusted by the National Geodetic Survey in June 1991..
 GY1772
 GY1772.The geoid height was determined by GEOID03.
 GY1772
 GY1772.The dynamic height is computed by dividing the NAVD 88
 GY1772.geopotential number by the normal gravity value computed on the
 GY1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1772.degrees latitude (g = 980.6199 gals.).
 GY1772
 GY1772.The modeled gravity was interpolated from observed gravity values.
 GY1772
 GY1772;                    North         East    Units  Estimated Accuracy
 GY1772;SPC KY1Z     - 1,182,000.    1,716,490.      MT  (+/- 180 meters Scaled)
 GY1772
 GY1772                          SUPERSEDED SURVEY CONTROL
 GY1772
 GY1772  NGVD 29 (??/??/92)  235.303  (m)          771.99   (f) ADJ UNCH    1 1
 GY1772
 GY1772.Superseded values are not recommended for survey control.
 GY1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1772.See file dsdata.txt to determine how the superseded data were derived.
 GY1772
 GY1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC991024(NAD 83)
 GY1772_MARKER: DB = BENCH MARK DISK
 GY1772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1772_SP_SET: CULVERT
 GY1772_STAMPING: A 370 1967
 GY1772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1772
 GY1772  HISTORY     - Date     Condition        Report By
 GY1772  HISTORY     - 1967     MONUMENTED       CGS
 GY1772  HISTORY     - 19990316 MARK NOT FOUND   KYDT
 GY1772
 GY1772                          STATION DESCRIPTION
 GY1772
 GY1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1772'2.9 MI N FROM WEST LIBERTY.
 GY1772'ABOUT 2.9 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 GY1772'AT WEST LIBERTY, ABOUT 0.35 MILE NORTHWEST OF THE CONCRETE BRIDGE
 GY1772'OVER ELK FORK OF LICKING RIVER, ON THE OUTSIDE AND NEAR THE
 GY1772'NORTHEAST END OF A CURVE IN THE HIGHWAY, NEAR THE JUNCTION OF A
 GY1772'NARROW GRAVELED ROAD LEADING NORTHWEST, SET ON THE TOP OF THE
 GY1772'NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL FOR A 4-FOOT
 GY1772'BOX CULVERT UNDER THE HIGHWAY, 14 FEET NORTHWEST OF THE CENTER
 GY1772'LINE OF THE HIGHWAY, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GY1772'GRAVELED ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
 GY1772
 GY1772                          STATION RECOVERY (1999)
 GY1772
 GY1772'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1772'THIS CULVERT/HEADWALLS WERE REPLACED DURING PREVIOUS ROAD
 GY1772'CONSTRUCTION, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1844 ***********************************************************************
 GY1844  DESIGNATION -  A 371
 GY1844  PID         -  GY1844
 GY1844  STATE/COUNTY-  KY/BREATHITT
 GY1844  USGS QUAD   -  JACKSON (1978)
 GY1844
 GY1844                         *CURRENT SURVEY CONTROL
 GY1844  ___________________________________________________________________
 GY1844* NAD 83(1986)-  37 33 53.     (N)    083 23 59.     (W)     SCALED    
 GY1844* NAVD 88     -       227.789  (meters)     747.34   (feet)  ADJUSTED  
 GY1844  ___________________________________________________________________
 GY1844  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GY1844  DYNAMIC HT  -         227.614 (meters)     746.76  (feet)  COMP
 GY1844  MODELED GRAV-     979,856.5   (mgal)                       NAVD 88
 GY1844
 GY1844  VERT ORDER  -  FIRST     CLASS I
 GY1844
 GY1844.The horizontal coordinates were scaled from a topographic map and have
 GY1844.an estimated accuracy of +/- 6 seconds.
 GY1844
 GY1844.The orthometric height was determined by differential leveling
 GY1844.and adjusted by the National Geodetic Survey in June 1991..
 GY1844
 GY1844.The geoid height was determined by GEOID03.
 GY1844
 GY1844.The dynamic height is computed by dividing the NAVD 88
 GY1844.geopotential number by the normal gravity value computed on the
 GY1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1844.degrees latitude (g = 980.6199 gals.).
 GY1844
 GY1844.The modeled gravity was interpolated from observed gravity values.
 GY1844
 GY1844;                    North         East    Units  Estimated Accuracy
 GY1844;SPC KY1Z     - 1,139,280.    1,707,610.      MT  (+/- 180 meters Scaled)
 GY1844
 GY1844                          SUPERSEDED SURVEY CONTROL
 GY1844
 GY1844  NGVD 29 (??/??/92)  227.947  (m)          747.86   (f) ADJ UNCH    1 1
 GY1844
 GY1844.Superseded values are not recommended for survey control.
 GY1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1844.See file dsdata.txt to determine how the superseded data were derived.
 GY1844
 GY1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB880602(NAD 83)
 GY1844_MARKER: DB = BENCH MARK DISK
 GY1844_SETTING: 66 = SET IN ROCK OUTCROP
 GY1844_SP_SET: ROCK LEDGE
 GY1844_STAMPING: A 371 1967
 GY1844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1844+STABILITY: POSITION/ELEVATION WELL
 GY1844
 GY1844  HISTORY     - Date     Condition        Report By
 GY1844  HISTORY     - 1967     MONUMENTED       CGS
 GY1844
 GY1844                          STATION DESCRIPTION
 GY1844
 GY1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1844'1.2 MI NW FROM JACKSON.
 GY1844'ABOUT 1.2 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE
 GY1844'JUNCTION OF STATE HIGHWAY 30 AT JACKSON, AT THE SOUTH EDGE OF A
 GY1844'DEEP RAVINE, NEAR THE SOUTH ONE OF TWO JUNCTION OF DIRT ROADS,
 GY1844'SET ON THE TOP OF A ROCK LEDGE WHICH IS 10 FEET LONG AND 1
 GY1844'FOOT HIGH, 44 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 GY1844'29 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTH
 GY1844'OF THE NORTHWEST CORNER OF THE ROCK AND ABOUT LEVEL WITH THE
 GY1844'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1395 ***********************************************************************
 HY1395  DESIGNATION -  A 372
 HY1395  PID         -  HY1395
 HY1395  STATE/COUNTY-  KY/GREENUP
 HY1395  USGS QUAD   -  GREENUP (1985)
 HY1395
 HY1395                         *CURRENT SURVEY CONTROL
 HY1395  ___________________________________________________________________
 HY1395* NAD 83(1986)-  38 32 42.     (N)    082 48 57.     (W)     SCALED    
 HY1395* NAVD 88     -       199.581  (meters)     654.79   (feet)  ADJUSTED  
 HY1395  ___________________________________________________________________
 HY1395  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HY1395  DYNAMIC HT  -         199.453 (meters)     654.37  (feet)  COMP
 HY1395  MODELED GRAV-     979,985.3   (mgal)                       NAVD 88
 HY1395
 HY1395  VERT ORDER  -  FIRST     CLASS I
 HY1395
 HY1395.The horizontal coordinates were scaled from a topographic map and have
 HY1395.an estimated accuracy of +/- 6 seconds.
 HY1395
 HY1395.The orthometric height was determined by differential leveling
 HY1395.and adjusted by the National Geodetic Survey in June 1991..
 HY1395
 HY1395.The geoid height was determined by GEOID03.
 HY1395
 HY1395.The dynamic height is computed by dividing the NAVD 88
 HY1395.geopotential number by the normal gravity value computed on the
 HY1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1395.degrees latitude (g = 980.6199 gals.).
 HY1395
 HY1395.The modeled gravity was interpolated from observed gravity values.
 HY1395
 HY1395;                    North         East    Units  Estimated Accuracy
 HY1395;SPC KY1Z     - 1,249,480.    1,755,750.      MT  (+/- 180 meters Scaled)
 HY1395
 HY1395                          SUPERSEDED SURVEY CONTROL
 HY1395
 HY1395  NGVD 29 (??/??/92)  199.771  (m)          655.42   (f) ADJ UNCH    1 1
 HY1395
 HY1395.Superseded values are not recommended for survey control.
 HY1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1395.See file dsdata.txt to determine how the superseded data were derived.
 HY1395
 HY1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC417678(NAD 83)
 HY1395_MARKER: DB = BENCH MARK DISK
 HY1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1395_STAMPING: A 372 1967
 HY1395_MARK LOGO: CGS   
 HY1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1395+STABILITY: SURFACE MOTION
 HY1395
 HY1395  HISTORY     - Date     Condition        Report By
 HY1395  HISTORY     - 1967     MONUMENTED       CGS
 HY1395  HISTORY     - 1979     GOOD             LOCENG
 HY1395  HISTORY     - 1984     GOOD             NGS
 HY1395
 HY1395                          STATION DESCRIPTION
 HY1395
 HY1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1395'1.8 MI S FROM GREENUP.
 HY1395'ABOUT 1.8 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 HY1395'OF U.S. HIGHWAY 23 AT GREENUP, ABOUT 0.3 MILE NORTH OF THE THREE
 HY1395'MILE CHURCH, NEAR THE JUNCTION OF A TRAIL LEADING EAST, 190 FEET
 HY1395'SOUTHEAST OF THE JUNCTION OF A DRIVEWAY LEADING WEST TO A HOUSE,
 HY1395'33 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET
 HY1395'SOUTHEAST OF THE EAST END OF AN 18-INCH PIPE CULVERT UNDER TRAIL,
 HY1395'14 FEET SOUTH OF THE CENTER LINE OF TRAIL, 2 FEET NORTH OF A
 HY1395'METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 HY1395'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 HY1395'LEVEL OF THE GROUND.
 HY1395
 HY1395                          STATION RECOVERY (1979)
 HY1395
 HY1395'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1395'RECOVERED IN GOOD CONDITION.
 HY1395
 HY1395                          STATION RECOVERY (1984)
 HY1395
 HY1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY1395'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0897 ***********************************************************************
 HY0897  DESIGNATION -  A 373
 HY0897  PID         -  HY0897
 HY0897  STATE/COUNTY-  KY/CARTER
 HY0897  USGS QUAD   -  GRAYSON (1978)
 HY0897
 HY0897                         *CURRENT SURVEY CONTROL
 HY0897  ___________________________________________________________________
 HY0897* NAD 83(1986)-  38 17 17.     (N)    082 59 26.     (W)     SCALED    
 HY0897* NAVD 88     -       187.109  (meters)     613.87   (feet)  ADJUSTED  
 HY0897  ___________________________________________________________________
 HY0897  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HY0897  DYNAMIC HT  -         186.984 (meters)     613.46  (feet)  COMP
 HY0897  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 HY0897
 HY0897  VERT ORDER  -  FIRST     CLASS I
 HY0897
 HY0897.The horizontal coordinates were scaled from a topographic map and have
 HY0897.an estimated accuracy of +/- 6 seconds.
 HY0897
 HY0897.The orthometric height was determined by differential leveling
 HY0897.and adjusted by the National Geodetic Survey in June 1991..
 HY0897
 HY0897.The geoid height was determined by GEOID03.
 HY0897
 HY0897.The dynamic height is computed by dividing the NAVD 88
 HY0897.geopotential number by the normal gravity value computed on the
 HY0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0897.degrees latitude (g = 980.6199 gals.).
 HY0897
 HY0897.The modeled gravity was interpolated from observed gravity values.
 HY0897
 HY0897;                    North         East    Units  Estimated Accuracy
 HY0897;SPC KY1Z     - 1,220,510.    1,741,370.      MT  (+/- 180 meters Scaled)
 HY0897
 HY0897                          SUPERSEDED SURVEY CONTROL
 HY0897
 HY0897  NGVD 29 (??/??/92)  187.286  (m)          614.45   (f) ADJ UNCH    1 1
 HY0897
 HY0897.Superseded values are not recommended for survey control.
 HY0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0897.See file dsdata.txt to determine how the superseded data were derived.
 HY0897
 HY0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC259396(NAD 83)
 HY0897_MARKER: DB = BENCH MARK DISK
 HY0897_SETTING: 66 = SET IN ROCK OUTCROP
 HY0897_SP_SET: ROCK LEDGE
 HY0897_STAMPING: A 373 1967
 HY0897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0897+STABILITY: POSITION/ELEVATION WELL
 HY0897
 HY0897  HISTORY     - Date     Condition        Report By
 HY0897  HISTORY     - 1967     MONUMENTED       CGS
 HY0897
 HY0897                          STATION DESCRIPTION
 HY0897
 HY0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0897'0.8 MI W FROM LEON.
 HY0897'ABOUT 0.75 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0897'FROM THE CROSSING OF STATE HIGHWAY 7 AT LEON, ABOUT 0.35 MILE
 HY0897'SOUTHWEST OF MILEPOST 548, SET ON THE TOP OF A LEDGE OF ROCK
 HY0897'WHICH IS ABOUT 70 FEET LONG-9 FEET WIDE AND PROJECTS 2 FEET AT
 HY0897'THE SOUTHWEST END OF ROCK, 10.4 FEET SOUTHEAST OF THE SOUTHEAST
 HY0897'RAIL, 8 FEET SOUTHEAST OF THE NORTHWEST END OF THE LEDGE, 4
 HY0897'FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE LEDGE AND 1 1/2 FEET
 HY0897'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1780 ***********************************************************************
 GY1780  DESIGNATION -  A 374
 GY1780  PID         -  GY1780
 GY1780  STATE/COUNTY-  KY/MORGAN
 GY1780  USGS QUAD   -  WEST LIBERTY (1993)
 GY1780
 GY1780                         *CURRENT SURVEY CONTROL
 GY1780  ___________________________________________________________________
 GY1780* NAD 83(1986)-  37 55 04.     (N)    083 15 40.     (W)     SCALED    
 GY1780* NAVD 88     -       238.904  (meters)     783.80   (feet)  ADJUSTED  
 GY1780  ___________________________________________________________________
 GY1780  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GY1780  DYNAMIC HT  -         238.731 (meters)     783.24  (feet)  COMP
 GY1780  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 GY1780
 GY1780  VERT ORDER  -  FIRST     CLASS I
 GY1780
 GY1780.The horizontal coordinates were scaled from a topographic map and have
 GY1780.an estimated accuracy of +/- 6 seconds.
 GY1780
 GY1780.The orthometric height was determined by differential leveling
 GY1780.and adjusted by the National Geodetic Survey in June 1991..
 GY1780
 GY1780.The geoid height was determined by GEOID03.
 GY1780
 GY1780.The dynamic height is computed by dividing the NAVD 88
 GY1780.geopotential number by the normal gravity value computed on the
 GY1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1780.degrees latitude (g = 980.6199 gals.).
 GY1780
 GY1780.The modeled gravity was interpolated from observed gravity values.
 GY1780
 GY1780;                    North         East    Units  Estimated Accuracy
 GY1780;SPC KY1Z     - 1,178,760.    1,718,800.      MT  (+/- 180 meters Scaled)
 GY1780
 GY1780                          SUPERSEDED SURVEY CONTROL
 GY1780
 GY1780  NGVD 29 (??/??/92)  239.065  (m)          784.33   (f) ADJ UNCH    1 1
 GY1780
 GY1780.Superseded values are not recommended for survey control.
 GY1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1780.See file dsdata.txt to determine how the superseded data were derived.
 GY1780
 GY1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB012991(NAD 83)
 GY1780_MARKER: DB = BENCH MARK DISK
 GY1780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1780_SP_SET: BUILDING
 GY1780_STAMPING: A 374 1967
 GY1780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1780+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GY1780
 GY1780  HISTORY     - Date     Condition        Report By
 GY1780  HISTORY     - 1967     MONUMENTED       CGS
 GY1780  HISTORY     - 19990316 GOOD             KYDT
 GY1780
 GY1780                          STATION DESCRIPTION
 GY1780
 GY1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1780'AT WEST LIBERTY.
 GY1780'AT WEST LIBERTY, ABOUT 0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY
 GY1780'460 FROM THE COURTHOUSE, AT THE INTERSECTION OF THE HIGHWAY AND
 GY1780'GULLETT STREET, SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST
 GY1780'CORNER OF ROOM NO. 1 OF THE STAMPERS MOTEL, 54 FEET WEST OF THE
 GY1780'CENTER LINE OF THE HIGHWAY, 2.9 FEET WEST OF THE NORTHEAST
 GY1780'CORNER OF THE BUILDING, 1 FOOT ABOVE THE LEVEL OF THE GROUND AND
 GY1780'2 FEET ABOVE THE HIGHWAY.
 GY1780
 GY1780                          STATION RECOVERY (1999)
 GY1780
 GY1780'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1780'ROOM NUMBER NOW 101.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1611 ***********************************************************************
 HY1611  DESIGNATION -  A 375
 HY1611  PID         -  HY1611
 HY1611  STATE/COUNTY-  KY/ROWAN
 HY1611  USGS QUAD   -  MOREHEAD (1978)
 HY1611
 HY1611                         *CURRENT SURVEY CONTROL
 HY1611  ___________________________________________________________________
 HY1611* NAD 83(1986)-  38 11 11.     (N)    083 25 46.     (W)     SCALED    
 HY1611* NAVD 88     -       221.503  (meters)     726.71   (feet)  ADJUSTED  
 HY1611  ___________________________________________________________________
 HY1611  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY1611  DYNAMIC HT  -         221.351 (meters)     726.22  (feet)  COMP
 HY1611  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 HY1611
 HY1611  VERT ORDER  -  FIRST     CLASS I
 HY1611
 HY1611.The horizontal coordinates were scaled from a topographic map and have
 HY1611.an estimated accuracy of +/- 6 seconds.
 HY1611
 HY1611.The orthometric height was determined by differential leveling
 HY1611.and adjusted by the National Geodetic Survey in June 1991..
 HY1611
 HY1611.The geoid height was determined by GEOID03.
 HY1611
 HY1611.The dynamic height is computed by dividing the NAVD 88
 HY1611.geopotential number by the normal gravity value computed on the
 HY1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1611.degrees latitude (g = 980.6199 gals.).
 HY1611
 HY1611.The modeled gravity was interpolated from observed gravity values.
 HY1611
 HY1611;                    North         East    Units  Estimated Accuracy
 HY1611;SPC KY1Z     - 1,208,190.    1,703,270.      MT  (+/- 180 meters Scaled)
 HY1611
 HY1611                          SUPERSEDED SURVEY CONTROL
 HY1611
 HY1611  NGVD 29 (??/??/92)  221.676  (m)          727.28   (f) ADJ UNCH    1 1
 HY1611
 HY1611.Superseded values are not recommended for survey control.
 HY1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1611.See file dsdata.txt to determine how the superseded data were derived.
 HY1611
 HY1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC872292(NAD 83)
 HY1611_MARKER: DB = BENCH MARK DISK
 HY1611_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HY1611_SP_SET: BRIDGE ABUTMENT
 HY1611_STAMPING: A 375 1967
 HY1611_MARK LOGO: CGS   
 HY1611_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1611
 HY1611  HISTORY     - Date     Condition        Report By
 HY1611  HISTORY     - 1967     MONUMENTED       CGS
 HY1611  HISTORY     - 1979     GOOD             LOCENG
 HY1611  HISTORY     - 19911102 GOOD             LOCENG
 HY1611  HISTORY     - 19940610 MARK NOT FOUND   KYDT
 HY1611
 HY1611                          STATION DESCRIPTION
 HY1611
 HY1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1611'AT MOREHEAD.
 HY1611'AT MOREHEAD, ABOUT 0.3 MILE SOUTHWEST OF MILEPOST 577, ABOUT 0.3
 HY1611'MILE NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY1611'STATION, SET ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 HY1611'CONCRETE ABUTMENT OF A 15-FOOT BRIDGE OVER EVENS BRANCH, 7 FEET
 HY1611'SOUTHEAST OF THE SOUTHEAST RAIL AND 2 FEET BELOW THE LEVEL OF THE
 HY1611'TRACK.
 HY1611
 HY1611                          STATION RECOVERY (1979)
 HY1611
 HY1611'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1611'RECOVERED IN GOOD CONDITION.
 HY1611
 HY1611                          STATION RECOVERY (1991)
 HY1611
 HY1611'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 HY1611'RECOVERED IN GOOD CONDITION.
 HY1611
 HY1611                          STATION RECOVERY (1994)
 HY1611
 HY1611'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 HY1611'THIS ABUTMENT WAS TORN OUT DURING CONSTRUCTION OF NEW US 60 ALONG OLD
 HY1611'RR BED, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1852 ***********************************************************************
 GY1852  DESIGNATION -  A 380
 GY1852  PID         -  GY1852
 GY1852  STATE/COUNTY-  KY/BREATHITT
 GY1852  USGS QUAD   -  QUICKSAND (1976)
 GY1852
 GY1852                         *CURRENT SURVEY CONTROL
 GY1852  ___________________________________________________________________
 GY1852* NAD 83(1986)-  37 32 03.     (N)    083 21 57.     (W)     SCALED    
 GY1852* NAVD 88     -       228.381  (meters)     749.28   (feet)  ADJUSTED  
 GY1852  ___________________________________________________________________
 GY1852  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GY1852  DYNAMIC HT  -         228.206 (meters)     748.71  (feet)  COMP
 GY1852  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 GY1852
 GY1852  VERT ORDER  -  FIRST     CLASS I
 GY1852
 GY1852.The horizontal coordinates were scaled from a topographic map and have
 GY1852.an estimated accuracy of +/- 6 seconds.
 GY1852
 GY1852.The orthometric height was determined by differential leveling
 GY1852.and adjusted by the National Geodetic Survey in June 1991..
 GY1852
 GY1852.The geoid height was determined by GEOID03.
 GY1852
 GY1852.The dynamic height is computed by dividing the NAVD 88
 GY1852.geopotential number by the normal gravity value computed on the
 GY1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1852.degrees latitude (g = 980.6199 gals.).
 GY1852
 GY1852.The modeled gravity was interpolated from observed gravity values.
 GY1852
 GY1852;                    North         East    Units  Estimated Accuracy
 GY1852;SPC KY1Z     - 1,135,960.    1,710,690.      MT  (+/- 180 meters Scaled)
 GY1852
 GY1852                          SUPERSEDED SURVEY CONTROL
 GY1852
 GY1852  NGVD 29 (??/??/92)  228.537  (m)          749.79   (f) ADJ UNCH    1 1
 GY1852
 GY1852.Superseded values are not recommended for survey control.
 GY1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1852.See file dsdata.txt to determine how the superseded data were derived.
 GY1852
 GY1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB909567(NAD 83)
 GY1852_MARKER: DB = BENCH MARK DISK
 GY1852_SETTING: 66 = SET IN ROCK OUTCROP
 GY1852_SP_SET: ROCK OUTCROP
 GY1852_STAMPING: A 380 1967
 GY1852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1852+STABILITY: POSITION/ELEVATION WELL
 GY1852
 GY1852  HISTORY     - Date     Condition        Report By
 GY1852  HISTORY     - 1967     MONUMENTED       CGS
 GY1852  HISTORY     - 19960430 MARK NOT FOUND   KYDT
 GY1852
 GY1852                          STATION DESCRIPTION
 GY1852
 GY1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1852'1.5 MI SE FROM JACKSON.
 GY1852'ABOUT 1.5 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1852'RAILROAD FROM THE STATION AT JACKSON, AT A CUT FOR THE RAILROAD,
 GY1852'6 TELEPHONE POLES SOUTH OF MILEPOST NUMBER 199, 2 TELEPHONE POLES
 GY1852'NORTH OF A SMALL METAL BUILDING WHICH IS ON THE EAST SIDE OF THE
 GY1852'TRACKS, 6 RAILS NORTH OF A SEMAPHORE, 14 1/2 FEET WEST OF THE
 GY1852'WEST RAIL OF THE WEST TRACK, SET IN THE TOP OF THE EAST EDGE
 GY1852'OF A ROCK OUTCROP, ABOUT 4 FEET ABOVE THE BOTTOM OF A DITCH, 53
 GY1852'YARDS SOUTH OF THE SOUTH END OF A FENCE, AND ABOUT 1 FOOT ABOVE
 GY1852'THE LEVEL OF THE TRACKS.
 GY1852
 GY1852                          STATION RECOVERY (1996)
 GY1852
 GY1852'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1852'PROBABLY HERE BUT BURIED UNDER HILLSLIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1985 ***********************************************************************
 GY1985  DESIGNATION -  A 381
 GY1985  PID         -  GY1985
 GY1985  STATE/COUNTY-  KY/PERRY
 GY1985  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1985
 GY1985                         *CURRENT SURVEY CONTROL
 GY1985  ___________________________________________________________________
 GY1985* NAD 83(1986)-  37 13 36.     (N)    083 09 26.     (W)     SCALED    
 GY1985* NAVD 88     -       268.318  (meters)     880.31   (feet)  ADJUSTED  
 GY1985  ___________________________________________________________________
 GY1985  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY1985  DYNAMIC HT  -         268.104 (meters)     879.60  (feet)  COMP
 GY1985  MODELED GRAV-     979,825.8   (mgal)                       NAVD 88
 GY1985
 GY1985  VERT ORDER  -  FIRST     CLASS I
 GY1985
 GY1985.The horizontal coordinates were scaled from a topographic map and have
 GY1985.an estimated accuracy of +/- 6 seconds.
 GY1985
 GY1985.The orthometric height was determined by differential leveling
 GY1985.and adjusted by the National Geodetic Survey in June 1991..
 GY1985
 GY1985.The geoid height was determined by GEOID03.
 GY1985
 GY1985.The dynamic height is computed by dividing the NAVD 88
 GY1985.geopotential number by the normal gravity value computed on the
 GY1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1985.degrees latitude (g = 980.6199 gals.).
 GY1985
 GY1985.The modeled gravity was interpolated from observed gravity values.
 GY1985
 GY1985;                    North         East    Units  Estimated Accuracy
 GY1985;SPC KY1Z     - 1,102,340.    1,730,060.      MT  (+/- 180 meters Scaled)
 GY1985
 GY1985                          SUPERSEDED SURVEY CONTROL
 GY1985
 GY1985  NGVD 29 (??/??/92)  268.486  (m)          880.86   (f) ADJ UNCH    1 1
 GY1985
 GY1985.Superseded values are not recommended for survey control.
 GY1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1985.See file dsdata.txt to determine how the superseded data were derived.
 GY1985
 GY1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB086221(NAD 83)
 GY1985_MARKER: DB = BENCH MARK DISK
 GY1985_SETTING: 66 = SET IN ROCK OUTCROP
 GY1985_SP_SET: ROCK LEDGE
 GY1985_STAMPING: A 381 1967
 GY1985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1985+STABILITY: POSITION/ELEVATION WELL
 GY1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1985+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1994
 GY1985
 GY1985  HISTORY     - Date     Condition        Report By
 GY1985  HISTORY     - 1967     MONUMENTED       CGS
 GY1985  HISTORY     - 19940610 GOOD             KYDT
 GY1985
 GY1985                          STATION DESCRIPTION
 GY1985
 GY1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1985'3.5 MI SE FROM HAZARD.
 GY1985'ABOUT 3.5 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1985'RAILROAD FROM THE STATION AT HAZARD, 197 FEET NORTHEAST OF
 GY1985'MILEPOST 246, 184 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 GY1985'ON THE INSIDE OF A SHARP CURVE IN A PAVED ROAD, SET IN THE TOP
 GY1985'OF A ROCK LEDGE AT THE BOTTOM OF A SANDSTONE ROCK OUTCROP
 GY1985'IN THE SOUTHEAST BANK OF A HILL, 31 FEET NORTHWEST OF THE
 GY1985'CENTERLINE OF THE PAVED ROAD, 72 FEET SOUTHWEST OF THE WEST
 GY1985'CORNER OF A BRICK HOUSE, ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND,
 GY1985'AND ABOUT 6 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GY1985
 GY1985                          STATION RECOVERY (1994)
 GY1985
 GY1985'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0863 ***********************************************************************
 GY0863  DESIGNATION -  A 382
 GY0863  PID         -  GY0863
 GY0863  STATE/COUNTY-  KY/LETCHER
 GY0863  USGS QUAD   -  ROXANA (1976)
 GY0863
 GY0863                         *CURRENT SURVEY CONTROL
 GY0863  ___________________________________________________________________
 GY0863* NAD 83(1986)-  37 07 07.     (N)    082 55 26.     (W)     SCALED    
 GY0863* NAVD 88     -       321.706  (meters)    1055.46   (feet)  ADJUSTED  
 GY0863  ___________________________________________________________________
 GY0863  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GY0863  DYNAMIC HT  -         321.438 (meters)    1054.58  (feet)  COMP
 GY0863  MODELED GRAV-     979,790.3   (mgal)                       NAVD 88
 GY0863
 GY0863  VERT ORDER  -  FIRST     CLASS I
 GY0863
 GY0863.The horizontal coordinates were scaled from a topographic map and have
 GY0863.an estimated accuracy of +/- 6 seconds.
 GY0863
 GY0863.The orthometric height was determined by differential leveling
 GY0863.and adjusted by the National Geodetic Survey in June 1991..
 GY0863
 GY0863.The geoid height was determined by GEOID03.
 GY0863
 GY0863.The dynamic height is computed by dividing the NAVD 88
 GY0863.geopotential number by the normal gravity value computed on the
 GY0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0863.degrees latitude (g = 980.6199 gals.).
 GY0863
 GY0863.The modeled gravity was interpolated from observed gravity values.
 GY0863
 GY0863;                    North         East    Units  Estimated Accuracy
 GY0863;SPC KY1Z     - 1,090,960.    1,751,130.      MT  (+/- 180 meters Scaled)
 GY0863
 GY0863                          SUPERSEDED SURVEY CONTROL
 GY0863
 GY0863  NGVD 29 (??/??/92)  321.854  (m)         1055.95   (f) ADJ UNCH    1 1
 GY0863
 GY0863.Superseded values are not recommended for survey control.
 GY0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0863.See file dsdata.txt to determine how the superseded data were derived.
 GY0863
 GY0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB290097(NAD 83)
 GY0863_MARKER: DB = BENCH MARK DISK
 GY0863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0863_SP_SET: CULVERT
 GY0863_STAMPING: A 382 1967
 GY0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0863
 GY0863  HISTORY     - Date     Condition        Report By
 GY0863  HISTORY     - 1967     MONUMENTED       CGS
 GY0863
 GY0863                          STATION DESCRIPTION
 GY0863
 GY0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY0863'8.7 MI W FROM WHITESBURG.
 GY0863'ABOUT 0.9 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY0863'RAILROAD FROM THE STATION AT WHITESBURG, THENCE 0.15 MILE
 GY0863'WEST ALONG STATE HIGHWAY 15, THENCE 7.65 MILES WEST ALONG THE
 GY0863'LOUISVILLE AND NASHVILLE RAILROAD, 30 FEET NORTHWEST AND ACROSS
 GY0863'THE TRACK FROM MILEPOST 275, 12 FEET NORTHWEST OF THE NORTHWEST
 GY0863'RAIL OF THE TRACK, SET IN THE TOP OF THE NORTHEAST END OF THE
 GY0863'SOUTHEAST CONCRETE HEAD WALL OF A CULVERT UNDER STATE HIGHWAY
 GY0863'160, 12 1/2 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GY0863'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2310 ***********************************************************************
 GB2310  DESIGNATION -  A 386 RESET 1980
 GB2310  PID         -  GB2310
 GB2310  STATE/COUNTY-  KY/MCCREARY
 GB2310  USGS QUAD   -  WHITLEY CITY (1982)
 GB2310
 GB2310                         *CURRENT SURVEY CONTROL
 GB2310  ___________________________________________________________________
 GB2310* NAD 83(1986)-  36 40 40.     (N)    084 27 34.     (W)     SCALED    
 GB2310* NAVD 88     -       421.77   (meters)    1383.8    (feet)  RESET     
 GB2310  ___________________________________________________________________
 GB2310  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GB2310
 GB2310  VERT ORDER  -  THIRD
 GB2310
 GB2310.The horizontal coordinates were scaled from a topographic map and have
 GB2310.an estimated accuracy of +/- 6 seconds.
 GB2310
 GB2310.The orthometric height was computed from unverified reset data.
 GB2310.No vertical observational check was made to the station.
 GB2310
 GB2310.The geoid height was determined by GEOID03.
 GB2310
 GB2310;                    North         East    Units  Estimated Accuracy
 GB2310;SPC KY1Z     - 1,039,030.    1,615,370.      MT  (+/- 180 meters Scaled)
 GB2310
 GB2310                          SUPERSEDED SURVEY CONTROL
 GB2310
 GB2310  NGVD 29 (10/08/05)  421.90   (m)         1384.2    (f) RESET       3  
 GB2310
 GB2310.Superseded values are not recommended for survey control.
 GB2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2310.See file dsdata.txt to determine how the superseded data were derived.
 GB2310
 GB2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF270621(NAD 83)
 GB2310_MARKER: DB = BENCH MARK DISK
 GB2310_SETTING: 66 = SET IN ROCK OUTCROP
 GB2310_SP_SET: SET IN ROCK OUTCROP
 GB2310_STAMPING: A 386 RESET 1980
 GB2310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2310+STABILITY: POSITION/ELEVATION WELL
 GB2310
 GB2310  HISTORY     - Date     Condition        Report By
 GB2310  HISTORY     - 1980     MONUMENTED       NGS
 GB2310
 GB2310                          STATION DESCRIPTION
 GB2310
 GB2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GB2310'1.9 MI SE FROM STEARNS.
 GB2310'1.9 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB2310'IN STEARNS, 135 FEET WEST OF THE WEST RAIL OF RAILROAD, 2 MAIN
 GB2310'TRACKS AT THIS TIME, IN THE TOP OF OUTCROPPING SANDSTONE BEDROCK.
 GB2310'THE MARK IS 4.0 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0705 ***********************************************************************
 GZ0705  DESIGNATION -  A 387
 GZ0705  PID         -  GZ0705
 GZ0705  STATE/COUNTY-  KY/PULASKI
 GZ0705  USGS QUAD   -  DELMER (1973)
 GZ0705
 GZ0705                         *CURRENT SURVEY CONTROL
 GZ0705  ___________________________________________________________________
 GZ0705* NAD 83(1986)-  37 03 33.     (N)    084 40 33.     (W)     SCALED    
 GZ0705* NAVD 88     -       285.165  (meters)     935.58   (feet)  ADJUSTED  
 GZ0705  ___________________________________________________________________
 GZ0705  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GZ0705  DYNAMIC HT  -         284.940 (meters)     934.84  (feet)  COMP
 GZ0705  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 GZ0705
 GZ0705  VERT ORDER  -  FIRST     CLASS I
 GZ0705
 GZ0705.The horizontal coordinates were scaled from a topographic map and have
 GZ0705.an estimated accuracy of +/- 6 seconds.
 GZ0705
 GZ0705.The orthometric height was determined by differential leveling
 GZ0705.and adjusted by the National Geodetic Survey in June 1991..
 GZ0705
 GZ0705.The geoid height was determined by GEOID03.
 GZ0705
 GZ0705.The dynamic height is computed by dividing the NAVD 88
 GZ0705.geopotential number by the normal gravity value computed on the
 GZ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0705.degrees latitude (g = 980.6199 gals.).
 GZ0705
 GZ0705.The modeled gravity was interpolated from observed gravity values.
 GZ0705
 GZ0705;                    North         East    Units  Estimated Accuracy
 GZ0705;SPC KY1Z     - 1,081,110.    1,595,540.      MT  (+/- 180 meters Scaled)
 GZ0705
 GZ0705                          SUPERSEDED SURVEY CONTROL
 GZ0705
 GZ0705  NGVD 29 (??/??/92)  285.321  (m)          936.09   (f) ADJ UNCH    1 1
 GZ0705
 GZ0705.Superseded values are not recommended for survey control.
 GZ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0705.See file dsdata.txt to determine how the superseded data were derived.
 GZ0705
 GZ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG066039(NAD 83)
 GZ0705_MARKER: DB = BENCH MARK DISK
 GZ0705_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0705_SP_SET: ROCK OUTCROP
 GZ0705_STAMPING: A 387 1968
 GZ0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0705+STABILITY: POSITION/ELEVATION WELL
 GZ0705
 GZ0705  HISTORY     - Date     Condition        Report By
 GZ0705  HISTORY     - 1968     MONUMENTED       CGS
 GZ0705  HISTORY     - 1984     GOOD             KYDT
 GZ0705
 GZ0705                          STATION DESCRIPTION
 GZ0705
 GZ0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ0705'4.9 MI SE FROM NANCY.
 GZ0705'ABOUT 4.9 MILES SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE POST
 GZ0705'OFFICE AT NANCY, OR ABOUT 1.4 MILES NORTH ALONG THE SOUTHERN
 GZ0705'RAILWAY FROM THE STATION AT SOMERSET, THENCE 4.75 MILES SOUTHWEST
 GZ0705'ALONG STATE HIGHWAY 80, 0.45 MILE NORTH OF THE NORTHEAST
 GZ0705'END OF THE FISHING CREEK BRIDGE OVER THE CUMBERLAND RIVER,
 GZ0705'34 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP
 GZ0705'OF A ROCK OUTCROP IN THE WEST BANK OF A CUT FOR THE HIGHWAY,
 GZ0705'41 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A BUILDING WHICH
 GZ0705'HOUSES THE CUMBERLAND BOAT WORKS, 41 FEET SOUTHEAST OF THE
 GZ0705'NORTHEAST CORNER OF THE BUILDING, 1.2 FEET SOUTH OF A METAL
 GZ0705'WITNESS POST, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GZ0705
 GZ0705                          STATION RECOVERY (1984)
 GZ0705
 GZ0705'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0579 ***********************************************************************
 GD0579  DESIGNATION -  A 389
 GD0579  PID         -  GD0579
 GD0579  STATE/COUNTY-  KY/BALLARD
 GD0579  USGS QUAD   -  WICKLIFFE (1983)
 GD0579
 GD0579                         *CURRENT SURVEY CONTROL
 GD0579  ___________________________________________________________________
 GD0579* NAD 83(1986)-  36 58 11.     (N)    089 05 35.     (W)     SCALED    
 GD0579* NAVD 88     -       104.875  (meters)     344.08   (feet)  ADJUSTED  
 GD0579  ___________________________________________________________________
 GD0579  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0579  DYNAMIC HT  -         104.796 (meters)     343.82  (feet)  COMP
 GD0579  MODELED GRAV-     979,883.0   (mgal)                       NAVD 88
 GD0579
 GD0579  VERT ORDER  -  FIRST     CLASS I
 GD0579
 GD0579.The horizontal coordinates were scaled from a topographic map and have
 GD0579.an estimated accuracy of +/- 6 seconds.
 GD0579
 GD0579.The orthometric height was determined by differential leveling
 GD0579.and adjusted by the National Geodetic Survey in June 1991..
 GD0579
 GD0579.The geoid height was determined by GEOID03.
 GD0579
 GD0579.The dynamic height is computed by dividing the NAVD 88
 GD0579.geopotential number by the normal gravity value computed on the
 GD0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0579.degrees latitude (g = 980.6199 gals.).
 GD0579
 GD0579.The modeled gravity was interpolated from observed gravity values.
 GD0579
 GD0579;                    North         East    Units  Estimated Accuracy
 GD0579;SPC KY1Z     - 1,075,960.    1,202,370.      MT  (+/- 180 meters Scaled)
 GD0579
 GD0579                          SUPERSEDED SURVEY CONTROL
 GD0579
 GD0579  NGVD 29 (??/??/??)  104.754  (m)          343.68   (f) ADJUSTED    1 1
 GD0579
 GD0579.Superseded values are not recommended for survey control.
 GD0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0579.See file dsdata.txt to determine how the superseded data were derived.
 GD0579
 GD0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF136935(NAD 83)
 GD0579_MARKER: DB = BENCH MARK DISK
 GD0579_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0579_SP_SET: 26 FEET
 GD0579_STAMPING: A 389 1968
 GD0579_MARK LOGO: CGS   
 GD0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0579+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2002
 GD0579
 GD0579  HISTORY     - Date     Condition        Report By
 GD0579  HISTORY     - 1968     MONUMENTED       CGS
 GD0579  HISTORY     - 1974     GOOD             NGS
 GD0579  HISTORY     - 1974     GOOD             NGS
 GD0579  HISTORY     - 19931101 GOOD             KYDT
 GD0579  HISTORY     - 20000601 GOOD             USE
 GD0579  HISTORY     - 20020423 GOOD             USACE
 GD0579
 GD0579                          STATION DESCRIPTION
 GD0579
 GD0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0579'0.5 MI N FROM WICKLIFFE.
 GD0579'ABOUT 0.25 MILES NORTH ALONG FOURTH STREET WHICH IS U.S. HIGHWAY
 GD0579'51 AND 62 FROM THE BALLARD COUNTY COURTHOUSE AT WICKLIFFE, THENCE
 GD0579'0.25 MILES NORTHWEST ALONG U.S. HIGHWAYS 51, 60 AND 62, SOUTHWEST
 GD0579'AND ACROSS THE HIGHWAY FROM THE ANCIENT BURIED CITY, 62 FEET
 GD0579'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 110 FEET NORTHEAST
 GD0579'OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE ILLINOIS CENTRAL
 GD0579'RAILROAD, AT THE SOUTH END OF A NARROW PARK WHICH IS LOCATED
 GD0579'BETWEEN THE HIGHWAY AND THE RAILROAD, 55 FEET SOUTHWEST OF A
 GD0579'HISTORICAL MARKER, 52 FEET SOUTHEAST OF A POWER POLE, 44 FEET
 GD0579'WEST OF A POWER POLE WHICH IS BRACED BY TWO GUY WIRES, 1.3 FEET
 GD0579'SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 GD0579'LEVEL OF THE HIGHWAY.  ON THE TOP OF A 5/8-INCH COPPER COATED
 GD0579'ROD THAT IS DRIVEN TO A DEPTH OF 26 FEET AND ENCASED IN A 6-INCH
 GD0579'CAST IRON PIPE WHICH PROJECTS 7 INCHES.
 GD0579
 GD0579                          STATION RECOVERY (1974)
 GD0579
 GD0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0579'RECOVERED IN GOOD CONDITION.
 GD0579
 GD0579                          STATION RECOVERY (1993)
 GD0579
 GD0579'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GD0579'RECOVERED IN GOOD CONDITION.  NOTE--MARK IS ALSO 7 FEET (2.1 M)
 GD0579'SOUTHEAST OF SOUTHWEST CORNER OF A ONE STORY WOODEN BUILDING, NO 95
 GD0579'GREEN STREET, USED AS A 2ND HAND STORE ON PROPERTY OWNED BY MARVIN
 GD0579'HENKE.
 GD0579
 GD0579                          STATION RECOVERY (2000)
 GD0579
 GD0579'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD0579'FULL DESCRIPTION IS IN THE DATABASE.  IT WILL PROBABLY HOLD POSITION
 GD0579'AND ELEVATION WELL.  MARK IS SUITABLE FOR GPS USE.  LIGHT TRUCK IS
 GD0579'NEEDED FOR RECOVERY.  ROD DEPTH 26 FT (7.9 M) SLEEVE DEPTH 10 FT (3.0
 GD0579'M) .
 GD0579
 GD0579                          STATION RECOVERY (2002)
 GD0579
 GD0579'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0039 ***********************************************************************
 GZ0039  DESIGNATION -  A 39
 GZ0039  PID         -  GZ0039
 GZ0039  STATE/COUNTY-  KY/MADISON
 GZ0039  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0039
 GZ0039                         *CURRENT SURVEY CONTROL
 GZ0039  ___________________________________________________________________
 GZ0039* NAD 83(1986)-  37 50 57.     (N)    084 15 27.     (W)     SCALED    
 GZ0039* NAVD 88     -       198.918  (meters)     652.62   (feet)  ADJUSTED  
 GZ0039  ___________________________________________________________________
 GZ0039  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 GZ0039  DYNAMIC HT  -         198.774 (meters)     652.14  (feet)  COMP
 GZ0039  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 GZ0039
 GZ0039  VERT ORDER  -  SECOND    CLASS 0
 GZ0039
 GZ0039.The horizontal coordinates were scaled from a topographic map and have
 GZ0039.an estimated accuracy of +/- 6 seconds.
 GZ0039
 GZ0039.The orthometric height was determined by differential leveling
 GZ0039.and adjusted by the National Geodetic Survey in June 1991..
 GZ0039
 GZ0039.The geoid height was determined by GEOID03.
 GZ0039
 GZ0039.The dynamic height is computed by dividing the NAVD 88
 GZ0039.geopotential number by the normal gravity value computed on the
 GZ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0039.degrees latitude (g = 980.6199 gals.).
 GZ0039
 GZ0039.The modeled gravity was interpolated from observed gravity values.
 GZ0039
 GZ0039;                    North         East    Units  Estimated Accuracy
 GZ0039;SPC KY1Z     - 1,169,280.    1,631,340.      MT  (+/- 180 meters Scaled)
 GZ0039
 GZ0039                          SUPERSEDED SURVEY CONTROL
 GZ0039
 GZ0039  NGVD 29 (??/??/92)  199.095  (m)          653.20   (f) ADJ UNCH    2 0
 GZ0039
 GZ0039.Superseded values are not recommended for survey control.
 GZ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0039.See file dsdata.txt to determine how the superseded data were derived.
 GZ0039
 GZ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG412926(NAD 83)
 GZ0039_MARKER: DB = BENCH MARK DISK
 GZ0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0039_SP_SET: BRIDGE
 GZ0039_STAMPING: A 39 1935 653.198
 GZ0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0039
 GZ0039  HISTORY     - Date     Condition        Report By
 GZ0039  HISTORY     - 1935     MONUMENTED       CGS
 GZ0039  HISTORY     - 1958     POOR             NGS
 GZ0039
 GZ0039                          STATION DESCRIPTION
 GZ0039
 GZ0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0039'2 MI S FROM BOONESBORO.
 GZ0039'2.0 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0039'FROM THE STATION AT BOONSBORO, MADISON COUNTY, AT A RAILROAD
 GZ0039'BRIDGE OVER A CREEK, IN THE TOP OF THE WEST END OF THE SOUTH
 GZ0039'ABUTMENT, 6 FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET LOWER
 GZ0039'THAN THE TRACK.  STANDARD DISK IN DRILL HOLE IN BRIDGE.  STAMPED
 GZ0039'A 39 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0262 ***********************************************************************
 HB0262  DESIGNATION -  A 390
 HB0262  PID         -  HB0262
 HB0262  STATE/COUNTY-  KY/MARSHALL
 HB0262  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0262
 HB0262                         *CURRENT SURVEY CONTROL
 HB0262  ___________________________________________________________________
 HB0262* NAD 83(1986)-  37 00 56.     (N)    088 27 33.     (W)     SCALED    
 HB0262* NAVD 88     -       105.761  (meters)     346.98   (feet)  ADJUSTED  
 HB0262  ___________________________________________________________________
 HB0262  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 HB0262  DYNAMIC HT  -         105.682 (meters)     346.73  (feet)  COMP
 HB0262  MODELED GRAV-     979,886.4   (mgal)                       NAVD 88
 HB0262
 HB0262  VERT ORDER  -  FIRST     CLASS I
 HB0262
 HB0262.The horizontal coordinates were scaled from a topographic map and have
 HB0262.an estimated accuracy of +/- 6 seconds.
 HB0262
 HB0262.The orthometric height was determined by differential leveling
 HB0262.and adjusted by the National Geodetic Survey in June 1991..
 HB0262
 HB0262.The geoid height was determined by GEOID03.
 HB0262
 HB0262.The dynamic height is computed by dividing the NAVD 88
 HB0262.geopotential number by the normal gravity value computed on the
 HB0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0262.degrees latitude (g = 980.6199 gals.).
 HB0262
 HB0262.The modeled gravity was interpolated from observed gravity values.
 HB0262
 HB0262;                    North         East    Units  Estimated Accuracy
 HB0262;SPC KY1Z     - 1,079,220.    1,258,930.      MT  (+/- 180 meters Scaled)
 HB0262
 HB0262                          SUPERSEDED SURVEY CONTROL
 HB0262
 HB0262  NGVD 29 (??/??/??)  105.800  (m)          347.11   (f) ADJUSTED    1 1
 HB0262
 HB0262.Superseded values are not recommended for survey control.
 HB0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0262.See file dsdata.txt to determine how the superseded data were derived.
 HB0262
 HB0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF701975(NAD 83)
 HB0262_MARKER: DB = BENCH MARK DISK
 HB0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0262_SP_SET: CURB
 HB0262_STAMPING: A 390 1968
 HB0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0262
 HB0262  HISTORY     - Date     Condition        Report By
 HB0262  HISTORY     - 1968     MONUMENTED       CGS
 HB0262  HISTORY     - 1971     GOOD             NGS
 HB0262
 HB0262                          STATION DESCRIPTION
 HB0262
 HB0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0262'0.8 MI W FROM LITTLE CYPRESS.
 HB0262'ABOUT 0.8 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0262'CROSSING OF THE RAILROAD AND THE GRAVELED ROAD AT LITTLE CYPRESS,
 HB0262'SET IN THE TOP AND 1.5 FEET WEST OF THE EAST END OF THE NORTH
 HB0262'CONCRETE CURB ON A RAILROAD BRIDGE OVER LITTLE WHITE OAK CREEK,
 HB0262'20 1/2 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, AND
 HB0262'ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK.
 HB0262
 HB0262                          STATION RECOVERY (1971)
 HB0262
 HB0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HB0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0189 ***********************************************************************
 HB0189  DESIGNATION -  A 391
 HB0189  PID         -  HB0189
 HB0189  STATE/COUNTY-  KY/LYON
 HB0189  USGS QUAD   -  EDDYVILLE (1973)
 HB0189
 HB0189                         *CURRENT SURVEY CONTROL
 HB0189  ___________________________________________________________________
 HB0189* NAD 83(1986)-  37 05 02.     (N)    088 06 02.     (W)     SCALED    
 HB0189* NAVD 88     -       123.867  (meters)     406.39   (feet)  ADJUSTED  
 HB0189  ___________________________________________________________________
 HB0189  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 HB0189  DYNAMIC HT  -         123.774 (meters)     406.08  (feet)  COMP
 HB0189  MODELED GRAV-     979,880.0   (mgal)                       NAVD 88
 HB0189
 HB0189  VERT ORDER  -  FIRST     CLASS I
 HB0189
 HB0189.The horizontal coordinates were scaled from a topographic map and have
 HB0189.an estimated accuracy of +/- 6 seconds.
 HB0189
 HB0189.The orthometric height was determined by differential leveling
 HB0189.and adjusted by the National Geodetic Survey in June 1991..
 HB0189
 HB0189.The geoid height was determined by GEOID03.
 HB0189
 HB0189.The dynamic height is computed by dividing the NAVD 88
 HB0189.geopotential number by the normal gravity value computed on the
 HB0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0189.degrees latitude (g = 980.6199 gals.).
 HB0189
 HB0189.The modeled gravity was interpolated from observed gravity values.
 HB0189
 HB0189;                    North         East    Units  Estimated Accuracy
 HB0189;SPC KY1Z     - 1,085,930.    1,291,030.      MT  (+/- 180 meters Scaled)
 HB0189
 HB0189                          SUPERSEDED SURVEY CONTROL
 HB0189
 HB0189  NGVD 29 (??/??/??)  123.934  (m)          406.61   (f) ADJUSTED    1 1
 HB0189
 HB0189.Superseded values are not recommended for survey control.
 HB0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0189.See file dsdata.txt to determine how the superseded data were derived.
 HB0189
 HB0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG021047(NAD 83)
 HB0189_MARKER: DB = BENCH MARK DISK
 HB0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0189_STAMPING: A 391 1968
 HB0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0189+STABILITY: SURFACE MOTION
 HB0189
 HB0189  HISTORY     - Date     Condition        Report By
 HB0189  HISTORY     - 1968     MONUMENTED       CGS
 HB0189
 HB0189                          STATION DESCRIPTION
 HB0189
 HB0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0189'1.1 MI SW FROM EDDYVILLE.
 HB0189'ABOUT 0.1 MILE SOUTHEAST ALONG EAST MAIN STREET FROM THE POST
 HB0189'OFFICE AT EDDYVILLE, THENCE 1.0 MILE SOUTHWEST ALONG U.S.
 HB0189'HIGHWAYS 62 AND 641, 38 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HB0189'SOUTH TRAFFIC LANE OF THE HIGHWAY, 110 FEET NORTHEAST OF THE
 HB0189'CENTERLINE OF BARKLEY LAKE DRIVE WHICH IS STATE HIGHWAY 295, 102
 HB0189'FEET NORTH OF TELEPHONE POLE NUMBER 2, 40 FEET NORTHEAST OF THE
 HB0189'NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A TUBULAR
 HB0189'CULVERT UNDER U.S. HIGHWAYS 62 AND 641, 1.6 FEET EAST OF A METAL
 HB0189'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 HB0189'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 HB0189'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1710 ***********************************************************************
 GC1710  DESIGNATION -  A 392
 GC1710  PID         -  GC1710
 GC1710  STATE/COUNTY-  KY/CHRISTIAN
 GC1710  USGS QUAD   -  CHURCH HILL (1981)
 GC1710
 GC1710                         *CURRENT SURVEY CONTROL
 GC1710  ___________________________________________________________________
 GC1710* NAD 83(1986)-  36 52 09.     (N)    087 30 04.     (W)     SCALED    
 GC1710* NAVD 88     -       160.825  (meters)     527.64   (feet)  ADJUSTED  
 GC1710  ___________________________________________________________________
 GC1710  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC1710  DYNAMIC HT  -         160.698 (meters)     527.22  (feet)  COMP
 GC1710  MODELED GRAV-     979,838.1   (mgal)                       NAVD 88
 GC1710
 GC1710  VERT ORDER  -  FIRST     CLASS I
 GC1710
 GC1710.The horizontal coordinates were scaled from a topographic map and have
 GC1710.an estimated accuracy of +/- 6 seconds.
 GC1710
 GC1710.The orthometric height was determined by differential leveling
 GC1710.and adjusted by the National Geodetic Survey in June 1991..
 GC1710
 GC1710.The geoid height was determined by GEOID03.
 GC1710
 GC1710.The dynamic height is computed by dividing the NAVD 88
 GC1710.geopotential number by the normal gravity value computed on the
 GC1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1710.degrees latitude (g = 980.6199 gals.).
 GC1710
 GC1710.The modeled gravity was interpolated from observed gravity values.
 GC1710
 GC1710;                    North         East    Units  Estimated Accuracy
 GC1710;SPC KY1Z     - 1,060,940.    1,343,860.      MT  (+/- 180 meters Scaled)
 GC1710
 GC1710                          SUPERSEDED SURVEY CONTROL
 GC1710
 GC1710  NGVD 29 (??/??/92)  160.893  (m)          527.86   (f) ADJ UNCH    1 1
 GC1710
 GC1710.Superseded values are not recommended for survey control.
 GC1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1710.See file dsdata.txt to determine how the superseded data were derived.
 GC1710
 GC1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF553804(NAD 83)
 GC1710_MARKER: DB = BENCH MARK DISK
 GC1710_SETTING: 0 = UNSPECIFIED SETTING
 GC1710_STAMPING: A 392 1968
 GC1710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1710
 GC1710  HISTORY     - Date     Condition        Report By
 GC1710  HISTORY     - 1968     MONUMENTED       CGS
 GC1710
 GC1710                          STATION DESCRIPTION
 GC1710
 GC1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1710'0.8 MI W FROM HOPKINSVILLE.
 GC1710'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1710'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.1 MILE
 GC1710'NORTHWEST ALONG WEST 9TH STREET WHICH IS U.S. HIGHWAY 68 AND
 GC1710'STATE HIGHWAYS 80 AND 109, THENCE 0.65 MILE WEST ALONG THE
 GC1710'ILLINOIS CENTRAL RAILROAD, 0.25 MILE WEST OF MILEPOST 130, 46 1/2
 GC1710'FEET NORTH OF THE CENTER OF A CROSSING OF THE RAILROAD AND NORTH
 GC1710'DRIVE WHICH IS STATE HIGHWAY 380, 42 FEET NORTHEAST OF THE
 GC1710'NORTHEAST RAIL, 17 FEET NORTHWEST OF THE CENTERLINE OF THE
 GC1710'ROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1195 ***********************************************************************
 GC1195  DESIGNATION -  A 393
 GC1195  PID         -  GC1195
 GC1195  STATE/COUNTY-  KY/TODD
 GC1195  USGS QUAD   -  ELKTON (1982)
 GC1195
 GC1195                         *CURRENT SURVEY CONTROL
 GC1195  ___________________________________________________________________
 GC1195* NAD 83(1986)-  36 48 18.     (N)    087 09 30.     (W)     SCALED    
 GC1195* NAVD 88     -       196.185  (meters)     643.65   (feet)  ADJUSTED  
 GC1195  ___________________________________________________________________
 GC1195  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC1195  DYNAMIC HT  -         196.028 (meters)     643.14  (feet)  COMP
 GC1195  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 GC1195
 GC1195  VERT ORDER  -  FIRST     CLASS I
 GC1195
 GC1195.The horizontal coordinates were scaled from a topographic map and have
 GC1195.an estimated accuracy of +/- 6 seconds.
 GC1195
 GC1195.The orthometric height was determined by differential leveling
 GC1195.and adjusted by the National Geodetic Survey in June 1991..
 GC1195
 GC1195.The geoid height was determined by GEOID03.
 GC1195
 GC1195.The dynamic height is computed by dividing the NAVD 88
 GC1195.geopotential number by the normal gravity value computed on the
 GC1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1195.degrees latitude (g = 980.6199 gals.).
 GC1195
 GC1195.The modeled gravity was interpolated from observed gravity values.
 GC1195
 GC1195;                    North         East    Units  Estimated Accuracy
 GC1195;SPC KY1Z     - 1,053,300.    1,374,320.      MT  (+/- 180 meters Scaled)
 GC1195
 GC1195                          SUPERSEDED SURVEY CONTROL
 GC1195
 GC1195  NGVD 29 (??/??/92)  196.19   (m)          643.7    (f) COMPUTED    1 1
 GC1195
 GC1195.Superseded values are not recommended for survey control.
 GC1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1195.See file dsdata.txt to determine how the superseded data were derived.
 GC1195
 GC1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF858732(NAD 83)
 GC1195_MARKER: DB = BENCH MARK DISK
 GC1195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1195_SP_SET: BUILDING
 GC1195_STAMPING: A 393 1968
 GC1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1195
 GC1195  HISTORY     - Date     Condition        Report By
 GC1195  HISTORY     - 1968     MONUMENTED       CGS
 GC1195
 GC1195                          STATION DESCRIPTION
 GC1195
 GC1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1195'0.5 MI SW FROM ELKTON.
 GC1195'ABOUT 0.15 MILE WEST ALONG WEST MAIN STREET WHICH IS U.S. HIGHWAY
 GC1195'68 AND STATE HIGHWAY 80 FROM THE TODD COUNTY COURTHOUSE AT
 GC1195'ELKTON, THENCE 0.35 MILE SOUTH ALONG STREETS AVENUE, 149 FEET
 GC1195'EAST OF THE CENTERLINE OF THE STREET, 135 FEET SOUTH OF THE
 GC1195'CENTERLINE OF GARTH LANE, SET IN THE TOP OF THE SOUTH CONCRETE
 GC1195'RETAINING WALL FOR THE STEPS WHICH LEAD TO THE BASEMENT OF THE
 GC1195'ELKTON ELEMENTARY SCHOOL BUILDING, 6 FEET SOUTH OF THE SOUTH
 GC1195'BRICK WALL OF THE BUILDING, 61 1/2 FEET EAST OF THE SOUTHWEST
 GC1195'CORNER OF THE BUILDING, 4 FEET WEST OF THE WEST WALL OF THE
 GC1195'GYMNASIUM, 56 1/2 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 GC1195'GYMNASIUM, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0604 ***********************************************************************
 GD0604  DESIGNATION -  A 394
 GD0604  PID         -  GD0604
 GD0604  STATE/COUNTY-  KY/CARLISLE
 GD0604  USGS QUAD   -  ARLINGTON (1982)
 GD0604
 GD0604                         *CURRENT SURVEY CONTROL
 GD0604  ___________________________________________________________________
 GD0604* NAD 83(1986)-  36 47 42.     (N)    089 00 55.     (W)     SCALED    
 GD0604* NAVD 88     -       107.272  (meters)     351.94   (feet)  ADJUSTED  
 GD0604  ___________________________________________________________________
 GD0604  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GD0604  DYNAMIC HT  -         107.190 (meters)     351.67  (feet)  COMP
 GD0604  MODELED GRAV-     979,861.1   (mgal)                       NAVD 88
 GD0604
 GD0604  VERT ORDER  -  FIRST     CLASS I
 GD0604
 GD0604.The horizontal coordinates were scaled from a topographic map and have
 GD0604.an estimated accuracy of +/- 6 seconds.
 GD0604
 GD0604.The orthometric height was determined by differential leveling
 GD0604.and adjusted by the National Geodetic Survey in June 1991..
 GD0604
 GD0604.The geoid height was determined by GEOID03.
 GD0604
 GD0604.The dynamic height is computed by dividing the NAVD 88
 GD0604.geopotential number by the normal gravity value computed on the
 GD0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0604.degrees latitude (g = 980.6199 gals.).
 GD0604
 GD0604.The modeled gravity was interpolated from observed gravity values.
 GD0604
 GD0604;                    North         East    Units  Estimated Accuracy
 GD0604;SPC KY1Z     - 1,056,340.    1,208,610.      MT  (+/- 180 meters Scaled)
 GD0604
 GD0604                          SUPERSEDED SURVEY CONTROL
 GD0604
 GD0604  NGVD 29 (??/??/??)  107.175  (m)          351.62   (f) ADJUSTED    1 1
 GD0604
 GD0604.Superseded values are not recommended for survey control.
 GD0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0604.See file dsdata.txt to determine how the superseded data were derived.
 GD0604
 GD0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF201740(NAD 83)
 GD0604_MARKER: DB = BENCH MARK DISK
 GD0604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0604_SP_SET: BRIDGE
 GD0604_STAMPING: A 394 1974
 GD0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0604+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 GD0604
 GD0604  HISTORY     - Date     Condition        Report By
 GD0604  HISTORY     - 1974     MONUMENTED       NGS
 GD0604  HISTORY     - 20020813 GOOD             USACE
 GD0604
 GD0604                          STATION DESCRIPTION
 GD0604
 GD0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0604'0.5 MI N FROM ARLINGTON.
 GD0604'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE INTERSECTION
 GD0604'WITH STATE HIGHWAY 80 AT ARLINGTON, THENCE 0.1 MILE WEST ALONG
 GD0604'STATE HIGHWAY 877, AT THE SOUTHEAST CORNER OF A 115 FOOT
 GD0604'LONG CONCRETE HIGHWAY BRIDGE OVER HURRICANE CREEK, 16.5 FEET SOUTH
 GD0604'OF THE CENTER LINE OF THE HIGHWAY, SET IN TOP OF THE SOUTH END
 GD0604'OF THE EAST CONCRETE ABUTMENT, 2.3 FEET SOUTH OF THE EAST END
 GD0604'OF THE SOUTH CONCRETE BANNISTER AND 0.8 FOOT ABOVE HIGHWAY.
 GD0604
 GD0604                          STATION RECOVERY (2002)
 GD0604
 GD0604'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0604'FENCING IS GONE. REF. DISTANCE FROM HOUSE AND HWY 51 OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0849 ***********************************************************************
 HA0849  DESIGNATION -  A 40
 HA0849  PID         -  HA0849
 HA0849  STATE/COUNTY-  KY/WEBSTER
 HA0849  USGS QUAD   -  BLACKFORD (1954)
 HA0849
 HA0849                         *CURRENT SURVEY CONTROL
 HA0849  ___________________________________________________________________
 HA0849* NAD 83(1986)-  37 26 51.     (N)    087 56 15.     (W)     SCALED    
 HA0849* NAVD 88     -       112.002  (meters)     367.46   (feet)  ADJUSTED  
 HA0849  ___________________________________________________________________
 HA0849  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HA0849  DYNAMIC HT  -         111.921 (meters)     367.19  (feet)  COMP
 HA0849  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 HA0849
 HA0849  VERT ORDER  -  FIRST     CLASS II
 HA0849
 HA0849.The horizontal coordinates were scaled from a topographic map and have
 HA0849.an estimated accuracy of +/- 6 seconds.
 HA0849
 HA0849.The orthometric height was determined by differential leveling
 HA0849.and adjusted by the National Geodetic Survey in June 1991..
 HA0849
 HA0849.The geoid height was determined by GEOID03.
 HA0849
 HA0849.The dynamic height is computed by dividing the NAVD 88
 HA0849.geopotential number by the normal gravity value computed on the
 HA0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0849.degrees latitude (g = 980.6199 gals.).
 HA0849
 HA0849.The modeled gravity was interpolated from observed gravity values.
 HA0849
 HA0849;                    North         East    Units  Estimated Accuracy
 HA0849;SPC KY1Z     - 1,125,920.    1,306,470.      MT  (+/- 180 meters Scaled)
 HA0849
 HA0849                          SUPERSEDED SURVEY CONTROL
 HA0849
 HA0849  NGVD 29 (??/??/92)  112.098  (m)          367.77   (f) ADJ UNCH    1 2
 HA0849
 HA0849.Superseded values are not recommended for survey control.
 HA0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0849.See file dsdata.txt to determine how the superseded data were derived.
 HA0849
 HA0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG170449(NAD 83)
 HA0849_MARKER: DB = BENCH MARK DISK
 HA0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0849_STAMPING: A 40 1934
 HA0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0849+STABILITY: SURFACE MOTION
 HA0849
 HA0849  HISTORY     - Date     Condition        Report By
 HA0849  HISTORY     - 1934     MONUMENTED       CGS
 HA0849  HISTORY     - 1949     GOOD             NGS
 HA0849
 HA0849                          STATION DESCRIPTION
 HA0849
 HA0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HA0849'AT BLACKFORD.
 HA0849'AT BLACKFORD, WEBSTER COUNTY, ABOUT 530 FEET SOUTHWEST OF THE
 HA0849'SOUTHWEST SIDE OF THE ILLINOIS CENTRAL RAILROAD STATION IN THE
 HA0849'TOP OF THE CONCRETE BASE OF A WATER SPOUT, 3 FEET SOUTHWEST OF
 HA0849'THE NORTHEAST EDGE, 10 INCHES NORTHWEST OF THE SOUTHEAST EDGE,
 HA0849'9.5 FEET EAST OF THE EAST RAIL, AND ABOUT LEVEL WITH THE TRACK.
 HA0849'A STANDARD DISK, STAMPED A 40 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2040 ***********************************************************************
 GC2040  DESIGNATION -  A 400
 GC2040  PID         -  GC2040
 GC2040  STATE/COUNTY-  KY/TODD
 GC2040  USGS QUAD   -  GUTHRIE (1983)
 GC2040
 GC2040                         *CURRENT SURVEY CONTROL
 GC2040  ___________________________________________________________________
 GC2040* NAD 83(1986)-  36 38 54.     (N)    087 10 07.     (W)     SCALED    
 GC2040* NAVD 88     -       168.393  (meters)     552.47   (feet)  ADJUSTED  
 GC2040  ___________________________________________________________________
 GC2040  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2040  DYNAMIC HT  -         168.258 (meters)     552.03  (feet)  COMP
 GC2040  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 GC2040
 GC2040  VERT ORDER  -  FIRST     CLASS II
 GC2040
 GC2040.The horizontal coordinates were scaled from a topographic map and have
 GC2040.an estimated accuracy of +/- 6 seconds.
 GC2040
 GC2040.The orthometric height was determined by differential leveling
 GC2040.and adjusted by the National Geodetic Survey in June 1991..
 GC2040
 GC2040.The geoid height was determined by GEOID03.
 GC2040
 GC2040.The dynamic height is computed by dividing the NAVD 88
 GC2040.geopotential number by the normal gravity value computed on the
 GC2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2040.degrees latitude (g = 980.6199 gals.).
 GC2040
 GC2040.The modeled gravity was interpolated from observed gravity values.
 GC2040
 GC2040;                    North         East    Units  Estimated Accuracy
 GC2040;SPC KY1Z     - 1,035,930.    1,373,140.      MT  (+/- 180 meters Scaled)
 GC2040
 GC2040                          SUPERSEDED SURVEY CONTROL
 GC2040
 GC2040.No superseded survey control is available for this station.
 GC2040
 GC2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF849558(NAD 83)
 GC2040_MARKER: I = METAL ROD
 GC2040_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GC2040_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GC2040_STAMPING: A 400 1984
 GC2040_MARK LOGO: NGS   
 GC2040_PROJECTION: RECESSED 4 CENTIMETERS
 GC2040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2040+STABILITY: POSITION/ELEVATION WELL
 GC2040_ROD/PIPE-DEPTH: 9.14 meters
 GC2040_SLEEVE-DEPTH  : 6.09 meters
 GC2040
 GC2040  HISTORY     - Date     Condition        Report By
 GC2040  HISTORY     - 1984     MONUMENTED       NGS
 GC2040
 GC2040                          STATION DESCRIPTION
 GC2040
 GC2040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2040'IN GUTHRIE.
 GC2040'IN GUTHRIE, SET IN THE LAWN AT THE NORTHEAST CORNER OF THE GUTHRIE
 GC2040'BAPTIST CHURCH, 12.19 METERS (40.0 FT) SOUTHWEST OF THE CENTERLINE OF
 GC2040'U.S. HIGHWAY 41, 33.58 METERS (110.2 FT) WEST-SOUTHWEST OF THE
 GC2040'NORTHWEST CORNER OF THE U.S. POST OFFICE, 6.79 METERS (22.3 FT)
 GC2040'SOUTH-SOUTHEAST OF A POWERLINE POLE WITH A STREET LIGHT, AND
 GC2040'2.74 METERS (9.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH
 GC2040'BUILDING.
 GC2040'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2061 ***********************************************************************
 GC2061  DESIGNATION -  A 401
 GC2061  PID         -  GC2061
 GC2061  STATE/COUNTY-  KY/LOGAN
 GC2061  USGS QUAD   -  RUSSELLVILLE (1983)
 GC2061
 GC2061                         *CURRENT SURVEY CONTROL
 GC2061  ___________________________________________________________________
 GC2061* NAD 83(1986)-  36 49 54.     (N)    086 54 16.     (W)     SCALED    
 GC2061* NAVD 88     -       188.829  (meters)     619.52   (feet)  ADJUSTED  
 GC2061  ___________________________________________________________________
 GC2061  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GC2061  DYNAMIC HT  -         188.680 (meters)     619.03  (feet)  COMP
 GC2061  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 GC2061
 GC2061  VERT ORDER  -  FIRST     CLASS II
 GC2061
 GC2061.The horizontal coordinates were scaled from a topographic map and have
 GC2061.an estimated accuracy of +/- 6 seconds.
 GC2061
 GC2061.The orthometric height was determined by differential leveling
 GC2061.and adjusted by the National Geodetic Survey in June 1991..
 GC2061
 GC2061.The geoid height was determined by GEOID03.
 GC2061
 GC2061.The dynamic height is computed by dividing the NAVD 88
 GC2061.geopotential number by the normal gravity value computed on the
 GC2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2061.degrees latitude (g = 980.6199 gals.).
 GC2061
 GC2061.The modeled gravity was interpolated from observed gravity values.
 GC2061
 GC2061;                    North         East    Units  Estimated Accuracy
 GC2061;SPC KY1Z     - 1,055,950.    1,397,010.      MT  (+/- 180 meters Scaled)
 GC2061
 GC2061                          SUPERSEDED SURVEY CONTROL
 GC2061
 GC2061.No superseded survey control is available for this station.
 GC2061
 GC2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF085762(NAD 83)
 GC2061_MARKER: I = METAL ROD
 GC2061_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2061_SP_SET: STAINLESS STEEL ROD
 GC2061_STAMPING: A 401 1984
 GC2061_MARK LOGO: NGS   
 GC2061_PROJECTION: FLUSH
 GC2061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2061_ROD/PIPE-DEPTH: 4.88 meters
 GC2061
 GC2061  HISTORY     - Date     Condition        Report By
 GC2061  HISTORY     - 1984     MONUMENTED       NGS
 GC2061  HISTORY     - 19950913 MARK NOT FOUND   KYDT
 GC2061
 GC2061                          STATION DESCRIPTION
 GC2061
 GC2061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2061'2.4 KM (1.5 MI) SW FROM RUSSELLVILLE.
 GC2061'0.5 KM (0.3 MI) SOUTHEAST ALONG WINTER STREET FROM THE POST OFFICE IN
 GC2061'RUSSELLVILLE, THENCE 1.9 KM (1.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 79
 GC2061'TO THE ENTRANCE DRIVE OF THE BILT-RITE BUILDING AND THE MARK ON THE
 GC2061'LEFT, 16.70 METERS (54.8 FT) SOUTHEAST OF THE CENTERLINE OF THE
 GC2061'HIGHWAY, 20.30 METERS (66.6 FT) WEST-NORTHWEST OF THE NORTHWEST BRACE
 GC2061'POST OF THE BILT-RITE PLANT SIGN, 8.53 METERS (28.0 FT) NORTHEAST OF
 GC2061'THE APPROXIMATE CENTER OF THE DRIVEWAY TO THE PLANT, 4.91 METERS
 GC2061'(16.1 FT) SOUTH-SOUTHWEST OF A POWERLINE POLE WITH 2 GUY WIRES AND A
 GC2061'TRANSFORMER, AND 1.01 METERS (3.3 FT) EAST-SOUTHEAST OF THE MIDDLE
 GC2061'SHRUB IN A ROW OF THREE.
 GC2061'THE MARK IS 0.61 M BELOW HIGHWAY.
 GC2061
 GC2061                          STATION RECOVERY (1995)
 GC2061
 GC2061'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC2061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2180 ***********************************************************************
 HY2180  DESIGNATION -  A 402
 HY2180  PID         -  HY2180
 HY2180  STATE/COUNTY-  KY/GREENUP
 HY2180  USGS QUAD   -  IRONTON (1987)
 HY2180
 HY2180                         *CURRENT SURVEY CONTROL
 HY2180  ___________________________________________________________________
 HY2180* NAD 83(1986)-  38 30 40.     (N)    082 40 54.     (W)     SCALED    
 HY2180* NAVD 88     -       170.863  (meters)     560.57   (feet)  ADJUSTED  
 HY2180  ___________________________________________________________________
 HY2180  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HY2180  DYNAMIC HT  -         170.751 (meters)     560.21  (feet)  COMP
 HY2180  MODELED GRAV-     979,969.6   (mgal)                       NAVD 88
 HY2180
 HY2180  VERT ORDER  -  FIRST     CLASS II
 HY2180
 HY2180.The horizontal coordinates were scaled from a topographic map and have
 HY2180.an estimated accuracy of +/- 6 seconds.
 HY2180
 HY2180.The orthometric height was determined by differential leveling
 HY2180.and adjusted by the National Geodetic Survey in June 1991..
 HY2180
 HY2180.The geoid height was determined by GEOID03.
 HY2180
 HY2180.The dynamic height is computed by dividing the NAVD 88
 HY2180.geopotential number by the normal gravity value computed on the
 HY2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2180.degrees latitude (g = 980.6199 gals.).
 HY2180
 HY2180.The modeled gravity was interpolated from observed gravity values.
 HY2180
 HY2180;                    North         East    Units  Estimated Accuracy
 HY2180;SPC KY1Z     - 1,246,100.    1,767,560.      MT  (+/- 180 meters Scaled)
 HY2180
 HY2180                          SUPERSEDED SURVEY CONTROL
 HY2180
 HY2180.No superseded survey control is available for this station.
 HY2180
 HY2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC533638(NAD 83)
 HY2180_MARKER: DB = BENCH MARK DISK
 HY2180_SETTING: 66 = SET IN ROCK OUTCROP
 HY2180_SP_SET: ROCK OUTCROP
 HY2180_STAMPING: A 402 1984
 HY2180_MARK LOGO: NGS   
 HY2180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2180+STABILITY: POSITION/ELEVATION WELL
 HY2180
 HY2180  HISTORY     - Date     Condition        Report By
 HY2180  HISTORY     - 1984     MONUMENTED       NGS
 HY2180
 HY2180                          STATION DESCRIPTION
 HY2180
 HY2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2180'2.8 KM (1.75 MI) SE FROM RUSSELL HEIGHTS.
 HY2180'2.8 KM (1.75 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 HY2180'FERRY STREET IN RUSSELL HEIGHTS TO THE MARK ON THE LEFT, IN TOP OF A
 HY2180'ROCK OUTCROP NEAR THE JUNCTION OF A PAVED ROAD LEADING EAST AND THEN
 HY2180'NORTH ALONG THE CHESSIE RAILROAD, 1.24 METERS (50.0 FT) NORTHEAST OF
 HY2180'THE CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY, 16.15 METERS
 HY2180'(53.0 FT) WEST OF THE CENTER OF THE PAVED ROAD, 7.71 METERS (25.3 FT)
 HY2180'NORTHWEST OF UTILITY POLE 1148 461 WITH A STREET LAMP.
 HY2180'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2644 ***********************************************************************
 GZ2644  DESIGNATION -  A 403
 GZ2644  PID         -  GZ2644
 GZ2644  STATE/COUNTY-  KY/LINCOLN
 GZ2644  USGS QUAD   -  HALLS GAP (1987)
 GZ2644
 GZ2644                         *CURRENT SURVEY CONTROL
 GZ2644  ___________________________________________________________________
 GZ2644* NAD 83(1986)-  37 29 59.     (N)    084 39 04.     (W)     SCALED    
 GZ2644* NAVD 88     -       300.271  (meters)     985.14   (feet)  ADJUSTED  
 GZ2644  ___________________________________________________________________
 GZ2644  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GZ2644  DYNAMIC HT  -         300.038 (meters)     984.37  (feet)  COMP
 GZ2644  MODELED GRAV-     979,847.1   (mgal)                       NAVD 88
 GZ2644
 GZ2644  VERT ORDER  -  FIRST     CLASS II
 GZ2644
 GZ2644.The horizontal coordinates were scaled from a topographic map and have
 GZ2644.an estimated accuracy of +/- 6 seconds.
 GZ2644
 GZ2644.The orthometric height was determined by differential leveling
 GZ2644.and adjusted by the National Geodetic Survey in June 1991..
 GZ2644
 GZ2644.The geoid height was determined by GEOID03.
 GZ2644
 GZ2644.The dynamic height is computed by dividing the NAVD 88
 GZ2644.geopotential number by the normal gravity value computed on the
 GZ2644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2644.degrees latitude (g = 980.6199 gals.).
 GZ2644
 GZ2644.The modeled gravity was interpolated from observed gravity values.
 GZ2644
 GZ2644;                    North         East    Units  Estimated Accuracy
 GZ2644;SPC KY1Z     - 1,130,020.    1,597,160.      MT  (+/- 180 meters Scaled)
 GZ2644
 GZ2644                          SUPERSEDED SURVEY CONTROL
 GZ2644
 GZ2644.No superseded survey control is available for this station.
 GZ2644
 GZ2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG076529(NAD 83)
 GZ2644_MARKER: I = METAL ROD
 GZ2644_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GZ2644_SP_SET: STAINLESS STEEL ROD
 GZ2644_STAMPING: A 403 1985
 GZ2644_MARK LOGO: NGS   
 GZ2644_PROJECTION: FLUSH
 GZ2644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2644+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 GZ2644_ROD/PIPE-DEPTH: 3.5  meters
 GZ2644
 GZ2644  HISTORY     - Date     Condition        Report By
 GZ2644  HISTORY     - 1985     MONUMENTED       NGS
 GZ2644  HISTORY     - 20050512 GOOD             KYDT
 GZ2644
 GZ2644                          STATION DESCRIPTION
 GZ2644
 GZ2644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2644'3.6 KM (2.25 MI) SOUTH FROM STANFORD.
 GZ2644'3.6 KM (2.25 MI) SOUTH ALONG U.S. HIGHWAY 27 FROM THE JUNCTION OF EAST
 GZ2644'MAIN STREET IN STANFORD TO THE MARK ON THE LEFT.  IT IS 24.38 METERS
 GZ2644'(80.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.39 METERS
 GZ2644'(50.5 FT) NORTHWEST OF THE CENTER OF A FIELD ROAD, 13.72 METERS (45.0
 GZ2644'FT) NORTHEAST OF MILEPOST 15 AND 0.34 METER (1.1 FT) SOUTHWEST OF A
 GZ2644'FENCE LINE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 GZ2644'CAP.
 GZ2644'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 GZ2644'THE MARK IS 1.2 M BELOW HIGHWAY.
 GZ2644
 GZ2644                          STATION RECOVERY (2005)
 GZ2644
 GZ2644'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ2644'MARK IS SOUTHEAST AND ACROSS HIGHWAY FROM LINCOLN COUNTY READY MIX
 GZ2644'CONCRETE PLANT, AT JUNCTION OF YATES ROAD, 56.6 FEET SOUTHEAST OF THE
 GZ2644'SOUTH END OF EAST CONCRETE HEADWALL FOR A 24 INCH PIPE CULVERT UNDER
 GZ2644'HIGHWAY, 51.2 FEET NORTHEAST OF SIGN POST AND MAILBOX POST FOR 93
 GZ2644'YATES RD HWY 27 SOUTH, 43.2 FEET NORTH ALONG FENCE LINE FROM SOUTH END
 GZ2644'POST AND BURIED 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1262 ***********************************************************************
 HA1262  DESIGNATION -  A 405
 HA1262  PID         -  HA1262
 HA1262  STATE/COUNTY-  KY/UNION
 HA1262  USGS QUAD   -  STURGIS (1969)
 HA1262
 HA1262                         *CURRENT SURVEY CONTROL
 HA1262  ___________________________________________________________________
 HA1262* NAD 83(1986)-  37 33 27.     (N)    087 58 47.     (W)     SCALED    
 HA1262* NAVD 88     -       110.404  (meters)     362.22   (feet)  ADJUSTED  
 HA1262  ___________________________________________________________________
 HA1262  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 HA1262  DYNAMIC HT  -         110.325 (meters)     361.96  (feet)  COMP
 HA1262  MODELED GRAV-     979,916.2   (mgal)                       NAVD 88
 HA1262
 HA1262  VERT ORDER  -  FIRST     CLASS II
 HA1262
 HA1262.The horizontal coordinates were scaled from a topographic map and have
 HA1262.an estimated accuracy of +/- 6 seconds.
 HA1262
 HA1262.The orthometric height was determined by differential leveling
 HA1262.and adjusted by the National Geodetic Survey in June 1991..
 HA1262
 HA1262.The geoid height was determined by GEOID03.
 HA1262
 HA1262.The dynamic height is computed by dividing the NAVD 88
 HA1262.geopotential number by the normal gravity value computed on the
 HA1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1262.degrees latitude (g = 980.6199 gals.).
 HA1262
 HA1262.The modeled gravity was interpolated from observed gravity values.
 HA1262
 HA1262;                    North         East    Units  Estimated Accuracy
 HA1262;SPC KY1Z     - 1,138,220.    1,303,020.      MT  (+/- 180 meters Scaled)
 HA1262
 HA1262                          SUPERSEDED SURVEY CONTROL
 HA1262
 HA1262.No superseded survey control is available for this station.
 HA1262
 HA1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG134571(NAD 83)
 HA1262_MARKER: I = METAL ROD
 HA1262_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1262_SP_SET: STAINLESS STEEL ROD
 HA1262_STAMPING: A 405 1986
 HA1262_MARK LOGO: NGS   
 HA1262_PROJECTION: FLUSH
 HA1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1262_ROD/PIPE-DEPTH: 14.6 meters
 HA1262
 HA1262  HISTORY     - Date     Condition        Report By
 HA1262  HISTORY     - 1986     MONUMENTED       NGS
 HA1262
 HA1262                          STATION DESCRIPTION
 HA1262
 HA1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1262'1.4 KM (0.85 MI) NE FROM STURGIS.
 HA1262'1.4 KM (0.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HA1262'WITH STATE HIGHWAY 109 IN STURGIS, 27.4 M (89.9 FT) EAST OF THE
 HA1262'CENTERLINE OF THE HIGHWAY, 10.4 M (34.1 FT) NORTH OF THE CENTER OF
 HA1262'PYTHIAN RIDGE ROAD, 3.0 M (9.8 FT) EAST OF THE CENTER OF THE WEST
 HA1262'ENTRANCE TO THE PYTHIAN RIDGE CEMETERY, AND 0.3 M (1.0 FT) NORTH OF
 HA1262'THE NORTH EDGE OF A BRICK PILLAR.  NOTE--ACCESS TO DATUM POINT IS HAD
 HA1262'THROUGH A 5-INCH LOGO CAP.
 HA1262'THE MARK IS ABOVE LEVEL WITH THE CEMETERY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1295 ***********************************************************************
 HA1295  DESIGNATION -  A 406
 HA1295  PID         -  HA1295
 HA1295  STATE/COUNTY-  KY/HENDERSON
 HA1295  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1295
 HA1295                         *CURRENT SURVEY CONTROL
 HA1295  ___________________________________________________________________
 HA1295* NAD 83(1986)-  37 52 48.     (N)    087 33 56.     (W)     SCALED    
 HA1295* NAVD 88     -       118.757  (meters)     389.62   (feet)  ADJUSTED  
 HA1295  ___________________________________________________________________
 HA1295  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HA1295  DYNAMIC HT  -         118.675 (meters)     389.35  (feet)  COMP
 HA1295  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HA1295
 HA1295  VERT ORDER  -  FIRST     CLASS II
 HA1295
 HA1295.The horizontal coordinates were scaled from a topographic map and have
 HA1295.an estimated accuracy of +/- 6 seconds.
 HA1295
 HA1295.The orthometric height was determined by differential leveling
 HA1295.and adjusted by the National Geodetic Survey in June 1991..
 HA1295
 HA1295.The geoid height was determined by GEOID03.
 HA1295
 HA1295.The dynamic height is computed by dividing the NAVD 88
 HA1295.geopotential number by the normal gravity value computed on the
 HA1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1295.degrees latitude (g = 980.6199 gals.).
 HA1295
 HA1295.The modeled gravity was interpolated from observed gravity values.
 HA1295
 HA1295;                    North         East    Units  Estimated Accuracy
 HA1295;SPC KY1Z     - 1,173,210.    1,340,300.      MT  (+/- 180 meters Scaled)
 HA1295
 HA1295                          SUPERSEDED SURVEY CONTROL
 HA1295
 HA1295.No superseded survey control is available for this station.
 HA1295
 HA1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG502926(NAD 83)
 HA1295_MARKER: I = METAL ROD
 HA1295_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1295_SP_SET: STAINLESS STEEL ROD
 HA1295_STAMPING: A 406 1986
 HA1295_MARK LOGO: NGS   
 HA1295_PROJECTION: RECESSED 1 CENTIMETERS
 HA1295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1295+STABILITY: POSITION/ELEVATION WELL
 HA1295_ROD/PIPE-DEPTH: 15.8 meters
 HA1295
 HA1295  HISTORY     - Date     Condition        Report By
 HA1295  HISTORY     - 1986     MONUMENTED       NGS
 HA1295
 HA1295                          STATION DESCRIPTION
 HA1295
 HA1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1295'IN HENDERSON.
 HA1295'IN HENDERSON, AT THE INTERSECTION OF U.S. HIGHWAY 41 AND WALNUT LANE,
 HA1295'25.6 M (84.0 FT) NORTHWEST OF THE SOUTH BOUND HIGHWAY CENTERLINE,
 HA1295'20.0 M (65.6 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK
 HA1295'BUILDING, 6.8 M (22.3 FT) NORTHWEST OF A FIRE HYDRANT, 5.0 M (16.4 FT)
 HA1295'NORTH OF THE LANE CENTERLINE, AND 0.8 M (2.6 FT) NORTHWEST OF A
 HA1295'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HA1295'LOGO CAP.
 HA1295'THE MARK IS 0.3 M ABOVE THE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1422 ***********************************************************************
 HB1422  DESIGNATION -  A 407
 HB1422  PID         -  HB1422
 HB1422  STATE/COUNTY-  KY/CALDWELL
 HB1422  USGS QUAD   -  FREDONIA (1954)
 HB1422
 HB1422                         *CURRENT SURVEY CONTROL
 HB1422  ___________________________________________________________________
 HB1422* NAD 83(1986)-  37 13 06.     (N)    088 03 41.     (W)     SCALED    
 HB1422* NAVD 88     -       133.764  (meters)     438.86   (feet)  ADJUSTED  
 HB1422  ___________________________________________________________________
 HB1422  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HB1422  DYNAMIC HT  -         133.664 (meters)     438.53  (feet)  COMP
 HB1422  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 HB1422
 HB1422  VERT ORDER  -  FIRST     CLASS II
 HB1422
 HB1422.The horizontal coordinates were scaled from a topographic map and have
 HB1422.an estimated accuracy of +/- 6 seconds.
 HB1422
 HB1422.The orthometric height was determined by differential leveling
 HB1422.and adjusted by the National Geodetic Survey in June 1991..
 HB1422
 HB1422.The geoid height was determined by GEOID03.
 HB1422
 HB1422.The dynamic height is computed by dividing the NAVD 88
 HB1422.geopotential number by the normal gravity value computed on the
 HB1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1422.degrees latitude (g = 980.6199 gals.).
 HB1422
 HB1422.The modeled gravity was interpolated from observed gravity values.
 HB1422
 HB1422;                    North         East    Units  Estimated Accuracy
 HB1422;SPC KY1Z     - 1,100,760.    1,294,880.      MT  (+/- 180 meters Scaled)
 HB1422
 HB1422                          SUPERSEDED SURVEY CONTROL
 HB1422
 HB1422.No superseded survey control is available for this station.
 HB1422
 HB1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG058196(NAD 83)
 HB1422_MARKER: I = METAL ROD
 HB1422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1422_SP_SET: STAINLESS STEEL ROD
 HB1422_STAMPING: A 407 1986
 HB1422_MARK LOGO: NGS   
 HB1422_PROJECTION: RECESSED 2 CENTIMETERS
 HB1422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1422+STABILITY: POSITION/ELEVATION WELL
 HB1422_ROD/PIPE-DEPTH: 6.7  meters
 HB1422
 HB1422  HISTORY     - Date     Condition        Report By
 HB1422  HISTORY     - 1986     MONUMENTED       NGS
 HB1422
 HB1422                          STATION DESCRIPTION
 HB1422
 HB1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HB1422'1.3 KM (0.8 MI) NW FROM FREDONIA.
 HB1422'1.3 KM (0.8 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 641 FROM ITS JUNCTION
 HB1422'WITH STATE HIGHWAY 91 IN  FREDONIA, 94.8 M (311.0 FT) EAST OF THE
 HB1422'CENTERLINE OF THE HIGHWAY, 13.9 M (45.6 FT) NORTHEAST OF THE NORTHEAST
 HB1422'CORNER OF A BRICK HOUSE, 7.7 M (25.3 FT) NORTH OF THE CENTER OF A
 HB1422'DRIVEWAY, 6.4 M (21.0 FT) WEST OF THE CENTER OF WILLOW ROAD, AND 5.4 M
 HB1422'(17.7 FT) SOUTH OF GRANDVIEW DRIVE.  NOTE--ACCESS TO DATUM POINT IS
 HB1422'HAD THROUGH A 5-INCH LOGO CAP.
 HB1422'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ2890 ***********************************************************************
 JZ2890  DESIGNATION -  A 408
 JZ2890  PID         -  JZ2890
 JZ2890  STATE/COUNTY-  KY/KENTON
 JZ2890  USGS QUAD   -  COVINGTON (1987)
 JZ2890
 JZ2890                         *CURRENT SURVEY CONTROL
 JZ2890  ___________________________________________________________________
 JZ2890* NAD 83(1986)-  39 05 27.     (N)    084 30 31.     (W)     SCALED    
 JZ2890* NAVD 88     -       146.833  (meters)     481.73   (feet)  ADJUSTED  
 JZ2890  ___________________________________________________________________
 JZ2890  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2890  DYNAMIC HT  -         146.739 (meters)     481.43  (feet)  COMP
 JZ2890  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JZ2890
 JZ2890  VERT ORDER  -  FIRST     CLASS II
 JZ2890
 JZ2890.The horizontal coordinates were scaled from a topographic map and have
 JZ2890.an estimated accuracy of +/- 6 seconds.
 JZ2890
 JZ2890.The orthometric height was determined by differential leveling
 JZ2890.and adjusted by the National Geodetic Survey in June 1991..
 JZ2890
 JZ2890.The geoid height was determined by GEOID03.
 JZ2890
 JZ2890.The dynamic height is computed by dividing the NAVD 88
 JZ2890.geopotential number by the normal gravity value computed on the
 JZ2890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2890.degrees latitude (g = 980.6199 gals.).
 JZ2890
 JZ2890.The modeled gravity was interpolated from observed gravity values.
 JZ2890
 JZ2890;                    North         East    Units  Estimated Accuracy
 JZ2890;SPC KY1Z     - 1,306,770.    1,607,410.      MT  (+/- 180 meters Scaled)
 JZ2890
 JZ2890                          SUPERSEDED SURVEY CONTROL
 JZ2890
 JZ2890.No superseded survey control is available for this station.
 JZ2890
 JZ2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ154298(NAD 83)
 JZ2890_MARKER: I = METAL ROD
 JZ2890_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ2890_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ2890_STAMPING: A 408 1985
 JZ2890_MARK LOGO: NGS   
 JZ2890_PROJECTION: FLUSH
 JZ2890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2890+STABILITY: POSITION/ELEVATION WELL
 JZ2890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2890+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 JZ2890_ROD/PIPE-DEPTH: 18.3 meters
 JZ2890_SLEEVE-DEPTH  : 6.1 meters
 JZ2890
 JZ2890  HISTORY     - Date     Condition        Report By
 JZ2890  HISTORY     - 1985     MONUMENTED       NGS
 JZ2890  HISTORY     - 20060601 GOOD             GEOCAC
 JZ2890
 JZ2890                          STATION DESCRIPTION
 JZ2890
 JZ2890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JZ2890'IN COVINGTON.
 JZ2890'IN COVINGTON, AT THE JUNCTION OF GREENTOP AVENUE AND RIVERSIDE DRIVE,
 JZ2890'IN THE NORTHWEST CORNER OF A LAWN, 12.7 METERS (41.7 FT)
 JZ2890'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF AN APARTMENT BUILDING AT
 JZ2890'201 EAST SECOND STREET, 8.3 METERS (27.2 FT) EAST OF THE CENTER OF THE
 JZ2890'AVENUE, 4.8 METERS (15.7 FT) SOUTHWEST OF UTILITY POLE NUMBER K
 JZ2890'51-177OE, 3.2 METERS (10.5 FT) NORTH OF THE EXTENDED CENTER OF THE
 JZ2890'DRIVE, AND 0.7 METER (2.3 FT) EAST OF THE EAST EDGE OF THE EAST
 JZ2890'SIDEWALK OF THE AVENUE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JZ2890'5-INCH LOGO CAP.
 JZ2890'THE MARK IS 0.15 M ABOVE AVENUE.
 JZ2890
 JZ2890                          STATION RECOVERY (2006)
 JZ2890
 JZ2890'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ2890'MARK FOUND IN GOOD CONDITION AND ABOUT 8 INCHES BELOW GROUND LEVEL.
 JZ2890'MARK IS IN A WELL MAINTAINED GRASSY AREA AND IS LOCATED UNDER A LARGE
 JZ2890'ROCK THAT IS LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1973 ***********************************************************************
 HZ1973  DESIGNATION -  A 409
 HZ1973  PID         -  HZ1973
 HZ1973  STATE/COUNTY-  KY/SCOTT
 HZ1973  USGS QUAD   -  SADIEVILLE (1978)
 HZ1973
 HZ1973                         *CURRENT SURVEY CONTROL
 HZ1973  ___________________________________________________________________
 HZ1973* NAD 83(1986)-  38 22 45.     (N)    084 34 12.     (W)     SCALED    
 HZ1973* NAVD 88     -       277.260  (meters)     909.64   (feet)  ADJUSTED  
 HZ1973  ___________________________________________________________________
 HZ1973  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ1973  DYNAMIC HT  -         277.064 (meters)     909.00  (feet)  COMP
 HZ1973  MODELED GRAV-     979,914.1   (mgal)                       NAVD 88
 HZ1973
 HZ1973  VERT ORDER  -  FIRST     CLASS II
 HZ1973
 HZ1973.The horizontal coordinates were scaled from a topographic map and have
 HZ1973.an estimated accuracy of +/- 6 seconds.
 HZ1973
 HZ1973.The orthometric height was determined by differential leveling
 HZ1973.and adjusted by the National Geodetic Survey in June 1991..
 HZ1973
 HZ1973.The geoid height was determined by GEOID03.
 HZ1973
 HZ1973.The dynamic height is computed by dividing the NAVD 88
 HZ1973.geopotential number by the normal gravity value computed on the
 HZ1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1973.degrees latitude (g = 980.6199 gals.).
 HZ1973
 HZ1973.The modeled gravity was interpolated from observed gravity values.
 HZ1973
 HZ1973;                    North         East    Units  Estimated Accuracy
 HZ1973;SPC KY1Z     - 1,227,710.    1,603,100.      MT  (+/- 180 meters Scaled)
 HZ1973
 HZ1973                          SUPERSEDED SURVEY CONTROL
 HZ1973
 HZ1973.No superseded survey control is available for this station.
 HZ1973
 HZ1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH122506(NAD 83)
 HZ1973_MARKER: DB = BENCH MARK DISK
 HZ1973_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HZ1973_SP_SET: BRIDGE ABUTMENT ON BEDROCK
 HZ1973_STAMPING: A 409 1986
 HZ1973_MARK LOGO: NGS   
 HZ1973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1973+STABILITY: POSITION/ELEVATION WELL
 HZ1973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1973+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2002
 HZ1973
 HZ1973  HISTORY     - Date     Condition        Report By
 HZ1973  HISTORY     - 1986     MONUMENTED       NGS
 HZ1973  HISTORY     - 20020709 GOOD             KYDT
 HZ1973
 HZ1973                          STATION DESCRIPTION
 HZ1973
 HZ1973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ1973'15.0 KM (9.3 MI) SOUTH FROM CORINTH.
 HZ1973'14.6 KM (9.05 MI) SOUTH ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE IN
 HZ1973'CORINTH, THENCE 0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 32 TO THE
 HZ1973'BRIDGE OVER THE NORTHBOUND LANE OF INTERSTATE 75 AND THE MARK ON THE
 HZ1973'LEFT, IN TOP OF THE SOUTHEAST ABUTMENT OF THE BRIDGE, 6.4 METERS (21.2
 HZ1973'FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 32.
 HZ1973'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 HZ1973
 HZ1973                          STATION RECOVERY (2002)
 HZ1973
 HZ1973'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ1973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0755 ***********************************************************************
 HA0755  DESIGNATION -  A 41
 HA0755  PID         -  HA0755
 HA0755  STATE/COUNTY-  KY/MUHLENBERG
 HA0755  USGS QUAD   -  MILLPORT (1983)
 HA0755
 HA0755                         *CURRENT SURVEY CONTROL
 HA0755  ___________________________________________________________________
 HA0755* NAD 83(1986)-  37 22 18.     (N)    087 15 02.     (W)     SCALED    
 HA0755* NAVD 88     -       133.417  (meters)     437.72   (feet)  ADJUSTED  
 HA0755  ___________________________________________________________________
 HA0755  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 HA0755  DYNAMIC HT  -         133.319 (meters)     437.40  (feet)  COMP
 HA0755  MODELED GRAV-     979,892.2   (mgal)                       NAVD 88
 HA0755
 HA0755  VERT ORDER  -  SECOND    CLASS 0
 HA0755
 HA0755.The horizontal coordinates were scaled from a topographic map and have
 HA0755.an estimated accuracy of +/- 6 seconds.
 HA0755
 HA0755.The orthometric height was determined by differential leveling
 HA0755.and adjusted by the National Geodetic Survey in June 1991..
 HA0755
 HA0755.The geoid height was determined by GEOID03.
 HA0755
 HA0755.The dynamic height is computed by dividing the NAVD 88
 HA0755.geopotential number by the normal gravity value computed on the
 HA0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0755.degrees latitude (g = 980.6199 gals.).
 HA0755
 HA0755.The modeled gravity was interpolated from observed gravity values.
 HA0755
 HA0755;                    North         East    Units  Estimated Accuracy
 HA0755;SPC KY1Z     - 1,116,310.    1,367,100.      MT  (+/- 180 meters Scaled)
 HA0755
 HA0755                          SUPERSEDED SURVEY CONTROL
 HA0755
 HA0755  NGVD 29 (??/??/92)  133.515  (m)          438.04   (f) ADJ UNCH    2 0
 HA0755
 HA0755.Superseded values are not recommended for survey control.
 HA0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0755.See file dsdata.txt to determine how the superseded data were derived.
 HA0755
 HA0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG778361(NAD 83)
 HA0755_MARKER: DB = BENCH MARK DISK
 HA0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0755_STAMPING: A 41 1935
 HA0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0755+STABILITY: SURFACE MOTION
 HA0755
 HA0755  HISTORY     - Date     Condition        Report By
 HA0755  HISTORY     - 1935     MONUMENTED       CGS
 HA0755
 HA0755                          STATION DESCRIPTION
 HA0755
 HA0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0755'AT LYNN CITY.
 HA0755'AT LYNN CITY, MUHLENBERG COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0755'RAILROAD, 28 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HA0755'STATION, 25 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE
 HA0755'GENERAL STORE, 48 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING,
 HA0755'25.9 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE TRACK.
 HA0755'A STANDARD DISK, STAMPED A 41 1935 AND SET IN THE TOP OF A
 HA0755'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2669 ***********************************************************************
 GZ2669  DESIGNATION -  A 410
 GZ2669  PID         -  GZ2669
 GZ2669  STATE/COUNTY-  KY/JESSAMINE
 GZ2669  USGS QUAD   -  WILMORE (1979)
 GZ2669
 GZ2669                         *CURRENT SURVEY CONTROL
 GZ2669  ___________________________________________________________________
 GZ2669* NAD 83(1986)-  37 49 44.     (N)    084 41 55.     (W)     SCALED    
 GZ2669* NAVD 88     -       276.065  (meters)     905.72   (feet)  ADJUSTED  
 GZ2669  ___________________________________________________________________
 GZ2669  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GZ2669  DYNAMIC HT  -         275.857 (meters)     905.04  (feet)  COMP
 GZ2669  MODELED GRAV-     979,867.2   (mgal)                       NAVD 88
 GZ2669
 GZ2669  VERT ORDER  -  FIRST     CLASS II
 GZ2669
 GZ2669.The horizontal coordinates were scaled from a topographic map and have
 GZ2669.an estimated accuracy of +/- 6 seconds.
 GZ2669
 GZ2669.The orthometric height was determined by differential leveling
 GZ2669.and adjusted by the National Geodetic Survey in June 1991..
 GZ2669
 GZ2669.The geoid height was determined by GEOID03.
 GZ2669
 GZ2669.The dynamic height is computed by dividing the NAVD 88
 GZ2669.geopotential number by the normal gravity value computed on the
 GZ2669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2669.degrees latitude (g = 980.6199 gals.).
 GZ2669
 GZ2669.The modeled gravity was interpolated from observed gravity values.
 GZ2669
 GZ2669;                    North         East    Units  Estimated Accuracy
 GZ2669;SPC KY1Z     - 1,166,500.    1,592,550.      MT  (+/- 180 meters Scaled)
 GZ2669
 GZ2669                          SUPERSEDED SURVEY CONTROL
 GZ2669
 GZ2669.No superseded survey control is available for this station.
 GZ2669
 GZ2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG025893(NAD 83)
 GZ2669_MARKER: DB = BENCH MARK DISK
 GZ2669_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2669_SP_SET: ROCK OUTCROP
 GZ2669_STAMPING: A 410 1985
 GZ2669_MARK LOGO: NGS   
 GZ2669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2669+STABILITY: POSITION/ELEVATION WELL
 GZ2669
 GZ2669  HISTORY     - Date     Condition        Report By
 GZ2669  HISTORY     - 1985     MONUMENTED       NGS
 GZ2669
 GZ2669                          STATION DESCRIPTION
 GZ2669
 GZ2669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2669'2.5 KM (1.55 MI) NE FROM HIGH BRIDGE.
 GZ2669'2.5 KM (1.55 MI) NORTHEAST ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF
 GZ2669'THE SOUTHERN RAILROAD BRIDGE OVER THE HIGHWAY AND THE KENTUCKY RIVER
 GZ2669'IN HIGH BRIDGE TO THE MARK ON THE LEFT, IN TOP OF A ROCK OUTCROP IN AN
 GZ2669'OPEN PASTURE, DIRECTLY ACROSS THE HIGHWAY FROM THE GRAVEL ENTRANCE
 GZ2669'DRIVE LEADING UP HILL TO A BARN, 0.08 KM (0.05 MI) SOUTHWEST OF THE
 GZ2669'ENTRANCE ROAD LEADING INTO STONE HEDGE FARM, 16.91 METERS (55.5 FT)
 GZ2669'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 26.36 METERS (86.5 FT)
 GZ2669'NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST GATE POST OF
 GZ2669'A WIRE FENCE FOR THE ENTRANCE ROAD LEADING TO A BARN, 11.27 METERS
 GZ2669'(37.0 FT) NORTHWEST OF THE NORTHWEST FACE OF A ROCK FENCE.
 GZ2669'THE MARK IS 1.8 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1310 ***********************************************************************
 GB1310  DESIGNATION -  A 43
 GB1310  PID         -  GB1310
 GB1310  STATE/COUNTY-  KY/CLINTON
 GB1310  USGS QUAD   -  ALBANY (1982)
 GB1310
 GB1310                         *CURRENT SURVEY CONTROL
 GB1310  ___________________________________________________________________
 GB1310* NAD 83(1986)-  36 41 25.     (N)    085 08 07.     (W)     SCALED    
 GB1310* NAVD 88     -       293.267  (meters)     962.16   (feet)  ADJUSTED  
 GB1310  ___________________________________________________________________
 GB1310  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GB1310  DYNAMIC HT  -         293.012 (meters)     961.32  (feet)  COMP
 GB1310  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GB1310
 GB1310  VERT ORDER  -  SECOND    CLASS 0
 GB1310
 GB1310.The horizontal coordinates were scaled from a topographic map and have
 GB1310.an estimated accuracy of +/- 6 seconds.
 GB1310
 GB1310.The orthometric height was determined by differential leveling
 GB1310.and adjusted by the National Geodetic Survey in June 1991..
 GB1310
 GB1310.The geoid height was determined by GEOID03.
 GB1310
 GB1310.The dynamic height is computed by dividing the NAVD 88
 GB1310.geopotential number by the normal gravity value computed on the
 GB1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1310.degrees latitude (g = 980.6199 gals.).
 GB1310
 GB1310.The modeled gravity was interpolated from observed gravity values.
 GB1310
 GB1310;                    North         East    Units  Estimated Accuracy
 GB1310;SPC KY1Z     - 1,039,800.    1,554,950.      MT  (+/- 180 meters Scaled)
 GB1310
 GB1310                          SUPERSEDED SURVEY CONTROL
 GB1310
 GB1310  NGVD 29 (??/??/92)  293.390  (m)          962.56   (f) ADJ UNCH    2 0
 GB1310
 GB1310.Superseded values are not recommended for survey control.
 GB1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1310.See file dsdata.txt to determine how the superseded data were derived.
 GB1310
 GB1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF665621(NAD 83)
 GB1310_MARKER: DB = BENCH MARK DISK
 GB1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1310_STAMPING: A 43 1935 962.711 962.564
 GB1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1310+STABILITY: SURFACE MOTION
 GB1310
 GB1310  HISTORY     - Date     Condition        Report By
 GB1310  HISTORY     - 1935     MONUMENTED       CGS
 GB1310  HISTORY     - 1951     GOOD             NGS
 GB1310  HISTORY     - 1958     POOR             NGS
 GB1310
 GB1310                          STATION DESCRIPTION
 GB1310
 GB1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1310'AT ALBANY.
 GB1310'AT ALBANY, IN THE SOUTHEAST CORNER OF THE COURT HOUSE LAWN, 38.8
 GB1310'FEET EAST OF SOUTHEAST CORNER OF COURT HOUSE BUILDING, 4 FEET
 GB1310'NORTHWEST AND INSIDE SOUTHEAST CORNER OF A CONCRETE RETAINING
 GB1310'WALL AROUND COURT HOUSE, 9 1/2 FEET EAST OF A 14-INCH MAPLE TREE
 GB1310'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GB1310
 GB1310                          STATION RECOVERY (1958)
 GB1310
 GB1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1310'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1028 ***********************************************************************
 GB1028  DESIGNATION -  A 44
 GB1028  PID         -  GB1028
 GB1028  STATE/COUNTY-  KY/WAYNE
 GB1028  USGS QUAD   -  PARNELL (1978)
 GB1028
 GB1028                         *CURRENT SURVEY CONTROL
 GB1028  ___________________________________________________________________
 GB1028* NAD 83(1986)-  36 47 22.     (N)    084 56 28.     (W)     SCALED    
 GB1028* NAVD 88     -       306.954  (meters)    1007.06   (feet)  ADJUSTED  
 GB1028  ___________________________________________________________________
 GB1028  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GB1028  DYNAMIC HT  -         306.693 (meters)    1006.21  (feet)  COMP
 GB1028  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 GB1028
 GB1028  VERT ORDER  -  SECOND    CLASS 0
 GB1028
 GB1028.The horizontal coordinates were scaled from a topographic map and have
 GB1028.an estimated accuracy of +/- 6 seconds.
 GB1028
 GB1028.The orthometric height was determined by differential leveling
 GB1028.and adjusted by the National Geodetic Survey in June 1991..
 GB1028
 GB1028.The geoid height was determined by GEOID03.
 GB1028
 GB1028.The dynamic height is computed by dividing the NAVD 88
 GB1028.geopotential number by the normal gravity value computed on the
 GB1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1028.degrees latitude (g = 980.6199 gals.).
 GB1028
 GB1028.The modeled gravity was interpolated from observed gravity values.
 GB1028
 GB1028;                    North         East    Units  Estimated Accuracy
 GB1028;SPC KY1Z     - 1,050,940.    1,572,200.      MT  (+/- 180 meters Scaled)
 GB1028
 GB1028                          SUPERSEDED SURVEY CONTROL
 GB1028
 GB1028  NGVD 29 (??/??/92)  307.086  (m)         1007.50   (f) ADJ UNCH    2 0
 GB1028
 GB1028.Superseded values are not recommended for survey control.
 GB1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1028.See file dsdata.txt to determine how the superseded data were derived.
 GB1028
 GB1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF837734(NAD 83)
 GB1028_MARKER: DB = BENCH MARK DISK
 GB1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1028_STAMPING: A-44-1935
 GB1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1028+STABILITY: SURFACE MOTION
 GB1028
 GB1028  HISTORY     - Date     Condition        Report By
 GB1028  HISTORY     - 1935     MONUMENTED       CGS
 GB1028  HISTORY     - 1957     MARK NOT FOUND   NGS
 GB1028
 GB1028                          STATION DESCRIPTION
 GB1028
 GB1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1028'6.8 MI SW FROM MONTICELLO.
 GB1028'ON STATE HIGHWAY KENTUCKY 90, 28.0 FEET SOUTH OF THE CENTERLINE OF
 GB1028'THE HIGHWAY, 5.0 FEET NORTH OF THE LINE FENCE, 0.5 FOOT ABOVE
 GB1028'THE LEVEL OF THE SURFACE OF THE HIGHWAY, 200 YARDS SOUTHWEST OF
 GB1028'A SMALL WHITE FRAME HOUSE, ON TOP OF A CONCRETE POST.
 GB1028
 GB1028                          STATION RECOVERY (1957)
 GB1028
 GB1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2868 ***********************************************************************
 GY2868  DESIGNATION -  A 45
 GY2868  PID         -  GY2868
 GY2868  STATE/COUNTY-  KY/LEE
 GY2868  USGS QUAD   -  BEATTYVILLE (1983)
 GY2868
 GY2868                         *CURRENT SURVEY CONTROL
 GY2868  ___________________________________________________________________
 GY2868* NAD 83(1986)-  37 34 43.     (N)    083 40 06.     (W)     SCALED    
 GY2868* NAVD 88     -       208.089  (meters)     682.71   (feet)  ADJUSTED  
 GY2868  ___________________________________________________________________
 GY2868  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GY2868  DYNAMIC HT  -         207.930 (meters)     682.18  (feet)  COMP
 GY2868  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 GY2868
 GY2868  VERT ORDER  -  FIRST     CLASS II
 GY2868
 GY2868.The horizontal coordinates were scaled from a topographic map and have
 GY2868.an estimated accuracy of +/- 6 seconds.
 GY2868
 GY2868.The orthometric height was determined by differential leveling
 GY2868.and adjusted by the National Geodetic Survey in June 1991..
 GY2868
 GY2868.The geoid height was determined by GEOID03.
 GY2868
 GY2868.The dynamic height is computed by dividing the NAVD 88
 GY2868.geopotential number by the normal gravity value computed on the
 GY2868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2868.degrees latitude (g = 980.6199 gals.).
 GY2868
 GY2868.The modeled gravity was interpolated from observed gravity values.
 GY2868
 GY2868;                    North         East    Units  Estimated Accuracy
 GY2868;SPC KY1Z     - 1,140,260.    1,683,850.      MT  (+/- 180 meters Scaled)
 GY2868
 GY2868                          SUPERSEDED SURVEY CONTROL
 GY2868
 GY2868  NGVD 29 (??/??/92)  208.255  (m)          683.25   (f) ADJ UNCH    1 2
 GY2868
 GY2868.Superseded values are not recommended for survey control.
 GY2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2868.See file dsdata.txt to determine how the superseded data were derived.
 GY2868
 GY2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB643624(NAD 83)
 GY2868_MARKER: DB = BENCH MARK DISK
 GY2868_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2868_SP_SET: BRIDGE
 GY2868_STAMPING: A 45 1935 683.250
 GY2868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2868
 GY2868  HISTORY     - Date     Condition        Report By
 GY2868  HISTORY     - 1935     MONUMENTED       CGS
 GY2868  HISTORY     - 1950     GOOD             NGS
 GY2868  HISTORY     - 1958     GOOD             NGS
 GY2868
 GY2868                          STATION DESCRIPTION
 GY2868
 GY2868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2868'2.8 MI E FROM BEATTYVILLE.
 GY2868'ABOUT 2.8 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY2868'FROM THE STATION AT BEATTYVILLE, AT MALONEY, SET IN THE TOP OF
 GY2868'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 GY2868'OVER KENTUCKY RIVER, 7 1/2 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT
 GY2868'SOUTH OF BM A 45 X (USED), AND ABOUT 2 FEET BELOW THE TRACK.
 GY2868
 GY2868                          STATION RECOVERY (1958)
 GY2868
 GY2868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2867 ***********************************************************************
 GY2867  DESIGNATION -  A 45 X
 GY2867  PID         -  GY2867
 GY2867  STATE/COUNTY-  KY/LEE
 GY2867  USGS QUAD   -  BEATTYVILLE (1983)
 GY2867
 GY2867                         *CURRENT SURVEY CONTROL
 GY2867  ___________________________________________________________________
 GY2867* NAD 83(1986)-  37 34 43.     (N)    083 40 06.     (W)     SCALED    
 GY2867* NAVD 88     -       208.088  (meters)     682.70   (feet)  ADJUSTED  
 GY2867  ___________________________________________________________________
 GY2867  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GY2867  DYNAMIC HT  -         207.930 (meters)     682.18  (feet)  COMP
 GY2867  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 GY2867
 GY2867  VERT ORDER  -  FIRST     CLASS II
 GY2867
 GY2867.The horizontal coordinates were scaled from a topographic map and have
 GY2867.an estimated accuracy of +/- 6 seconds.
 GY2867
 GY2867.The orthometric height was determined by differential leveling
 GY2867.and adjusted by the National Geodetic Survey in June 1991..
 GY2867
 GY2867.The geoid height was determined by GEOID03.
 GY2867
 GY2867.The dynamic height is computed by dividing the NAVD 88
 GY2867.geopotential number by the normal gravity value computed on the
 GY2867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2867.degrees latitude (g = 980.6199 gals.).
 GY2867
 GY2867.The modeled gravity was interpolated from observed gravity values.
 GY2867
 GY2867;                    North         East    Units  Estimated Accuracy
 GY2867;SPC KY1Z     - 1,140,260.    1,683,850.      MT  (+/- 180 meters Scaled)
 GY2867
 GY2867                          SUPERSEDED SURVEY CONTROL
 GY2867
 GY2867  NGVD 29 (??/??/92)  208.255  (m)          683.25   (f) ADJ UNCH    1 2
 GY2867
 GY2867.Superseded values are not recommended for survey control.
 GY2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2867.See file dsdata.txt to determine how the superseded data were derived.
 GY2867
 GY2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB643624(NAD 83)
 GY2867_MARKER: DD = SURVEY DISK
 GY2867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2867_SP_SET: BRIDGE
 GY2867_STAMPING: A 45 X 1935 683.250
 GY2867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2867
 GY2867  HISTORY     - Date     Condition        Report By
 GY2867  HISTORY     - 1935     MONUMENTED       DOD
 GY2867  HISTORY     - 1950     GOOD             NGS
 GY2867  HISTORY     - 1958     GOOD             NGS
 GY2867  HISTORY     - 20040123 GOOD             INDIV
 GY2867
 GY2867                          STATION DESCRIPTION
 GY2867
 GY2867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2867'2.8 MI E FROM BEATTYVILLE.
 GY2867'ABOUT 2.8 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY2867'FROM THE STATION AT BEATTYVILLE, AT MALONEY, SET IN THE TOP OF THE
 GY2867'SOUTH END OF THE WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE OVER
 GY2867'KENTUCKY RIVER, 6 1/2 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT NORTH
 GY2867'OF BM A 45 (USC AND GS), AND ABOUT 2 FEET BELOW THE TRACK.
 GY2867
 GY2867                          STATION RECOVERY (1958)
 GY2867
 GY2867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2867'RECOVERED IN GOOD CONDITION.
 GY2867
 GY2867                          STATION RECOVERY (2004)
 GY2867
 GY2867'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 GY2867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2902 ***********************************************************************
 GY2902  DESIGNATION -  A 46
 GY2902  PID         -  GY2902
 GY2902  STATE/COUNTY-  KY/ESTILL
 GY2902  USGS QUAD   -  IRVINE (1978)
 GY2902
 GY2902                         *CURRENT SURVEY CONTROL
 GY2902  ___________________________________________________________________
 GY2902* NAD 83(1986)-  37 41 03.     (N)    083 57 15.     (W)     SCALED    
 GY2902* NAVD 88     -       195.762  (meters)     642.26   (feet)  ADJUSTED  
 GY2902  ___________________________________________________________________
 GY2902  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GY2902  DYNAMIC HT  -         195.616 (meters)     641.78  (feet)  COMP
 GY2902  MODELED GRAV-     979,879.6   (mgal)                       NAVD 88
 GY2902
 GY2902  VERT ORDER  -  SECOND    CLASS 0
 GY2902
 GY2902.The horizontal coordinates were scaled from a topographic map and have
 GY2902.an estimated accuracy of +/- 6 seconds.
 GY2902
 GY2902.The orthometric height was determined by differential leveling
 GY2902.and adjusted by the National Geodetic Survey in June 1991..
 GY2902
 GY2902.The geoid height was determined by GEOID03.
 GY2902
 GY2902.The dynamic height is computed by dividing the NAVD 88
 GY2902.geopotential number by the normal gravity value computed on the
 GY2902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2902.degrees latitude (g = 980.6199 gals.).
 GY2902
 GY2902.The modeled gravity was interpolated from observed gravity values.
 GY2902
 GY2902;                    North         East    Units  Estimated Accuracy
 GY2902;SPC KY1Z     - 1,151,440.    1,658,380.      MT  (+/- 180 meters Scaled)
 GY2902
 GY2902                          SUPERSEDED SURVEY CONTROL
 GY2902
 GY2902  NGVD 29 (??/??/92)  195.922  (m)          642.79   (f) ADJ UNCH    2 0
 GY2902
 GY2902.Superseded values are not recommended for survey control.
 GY2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2902.See file dsdata.txt to determine how the superseded data were derived.
 GY2902
 GY2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB394748(NAD 83)
 GY2902_MARKER: DB = BENCH MARK DISK
 GY2902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2902_SP_SET: BUILDING
 GY2902_STAMPING: A 46 1935 642.787
 GY2902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2902
 GY2902  HISTORY     - Date     Condition        Report By
 GY2902  HISTORY     - 1935     MONUMENTED       CGS
 GY2902  HISTORY     - 1958     GOOD             NGS
 GY2902  HISTORY     - 19931202 MARK NOT FOUND   LOCENG
 GY2902
 GY2902                          STATION DESCRIPTION
 GY2902
 GY2902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY2902'AT RAVENNA.
 GY2902'AT RAVENNA, ESTILL COUNTY, AT THE LOUISVILLE AND NASHVILLE
 GY2902'RAILROAD STATION, IN THE SOUTH WALL, 2 FEET WEST OF THE SOUTHEAST
 GY2902'CORNER, AND ABOUT 4 FEET ABOVE THE SIDEWALK.
 GY2902
 GY2902                          STATION RECOVERY (1993)
 GY2902
 GY2902'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 GY2902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1190 ***********************************************************************
 GZ1190  DESIGNATION -  A 47
 GZ1190  PID         -  GZ1190
 GZ1190  STATE/COUNTY-  KY/LINCOLN
 GZ1190  USGS QUAD   -  STANFORD (1979)
 GZ1190
 GZ1190                         *CURRENT SURVEY CONTROL
 GZ1190  ___________________________________________________________________
 GZ1190* NAD 83(1986)-  37 31 51.     (N)    084 39 47.     (W)     SCALED    
 GZ1190* NAVD 88     -       288.123  (meters)     945.28   (feet)  ADJUSTED  
 GZ1190  ___________________________________________________________________
 GZ1190  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GZ1190  DYNAMIC HT  -         287.900 (meters)     944.55  (feet)  COMP
 GZ1190  MODELED GRAV-     979,849.8   (mgal)                       NAVD 88
 GZ1190
 GZ1190  VERT ORDER  -  FIRST     CLASS II
 GZ1190
 GZ1190.The horizontal coordinates were scaled from a topographic map and have
 GZ1190.an estimated accuracy of +/- 6 seconds.
 GZ1190
 GZ1190.The orthometric height was determined by differential leveling
 GZ1190.and adjusted by the National Geodetic Survey in June 1991..
 GZ1190.WARNING-Repeat measurements at this control monument indicate possible
 GZ1190.vertical movement.
 GZ1190
 GZ1190.The geoid height was determined by GEOID03.
 GZ1190
 GZ1190.The dynamic height is computed by dividing the NAVD 88
 GZ1190.geopotential number by the normal gravity value computed on the
 GZ1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1190.degrees latitude (g = 980.6199 gals.).
 GZ1190
 GZ1190.The modeled gravity was interpolated from observed gravity values.
 GZ1190
 GZ1190;                    North         East    Units  Estimated Accuracy
 GZ1190;SPC KY1Z     - 1,133,460.    1,596,060.      MT  (+/- 180 meters Scaled)
 GZ1190
 GZ1190                          SUPERSEDED SURVEY CONTROL
 GZ1190
 GZ1190  NGVD 29 (??/??/92)  288.224  (m)          945.61   (f) ADJ UNCH    1 2
 GZ1190
 GZ1190.Superseded values are not recommended for survey control.
 GZ1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1190.See file dsdata.txt to determine how the superseded data were derived.
 GZ1190
 GZ1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG064563(NAD 83)
 GZ1190_MARKER: DB = BENCH MARK DISK
 GZ1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1190_SP_SET: CONCRETE POST
 GZ1190_STAMPING: A 47 1935 945.615
 GZ1190_MARK LOGO: CGS   
 GZ1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1190+STABILITY: SURFACE MOTION
 GZ1190
 GZ1190  HISTORY     - Date     Condition        Report By
 GZ1190  HISTORY     - 1935     MONUMENTED       CGS
 GZ1190  HISTORY     - 1950     GOOD             NGS
 GZ1190  HISTORY     - 1958     GOOD             NGS
 GZ1190  HISTORY     - 1981     GOOD             KYDT
 GZ1190  HISTORY     - 1984     GOOD             NGS
 GZ1190
 GZ1190                          STATION DESCRIPTION
 GZ1190
 GZ1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1190'AT STANFORD.
 GZ1190'AT STANFORD, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 71 FEET
 GZ1190'NORTH AND ACROSS THE TRACKS FROM THE NORTHEAST CORNER OF THE
 GZ1190'STATION, 13 FEET EAST OF THE EAST FACE OF THE RAILWAY EXPRESS
 GZ1190'OFFICE, 29 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 GZ1190'RAILWAY EXPRESS OFFICE, 19 FEET NORTHEAST OF THE SOUTHEAST CORNER
 GZ1190'OF THE LOADING PLATFORM OF THE RY. EXPRESS OFFICE, 8 FEET NORTHEAST
 GZ1190'OF POWER POLE NO. L 24, 32 FEET NORTH OF THE NORTH RAIL OF THE
 GZ1190'MAIN TRACK, 65 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 GZ1190'STREET, ABOUT IN LINE WITH THE EXTENDED CENTER LINE OF A SHORT
 GZ1190'EAST-WEST STREET PARALLELING THE NORTH SIDE OF TRACK, ABOUT
 GZ1190'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GZ1190'PROJECTING 3 INCHES.
 GZ1190
 GZ1190                          STATION RECOVERY (1958)
 GZ1190
 GZ1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1190'RECOVERED IN GOOD CONDITION.
 GZ1190
 GZ1190                          STATION RECOVERY (1981)
 GZ1190
 GZ1190'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1190'RECOVERED IN GOOD CONDITION.
 GZ1190
 GZ1190                          STATION RECOVERY (1984)
 GZ1190
 GZ1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0084 ***********************************************************************
 GB0084  DESIGNATION -  A 49
 GB0084  PID         -  GB0084
 GB0084  STATE/COUNTY-  KY/WHITLEY
 GB0084  USGS QUAD   -  VOX (1982)
 GB0084
 GB0084                         *CURRENT SURVEY CONTROL
 GB0084  ___________________________________________________________________
 GB0084* NAD 83(1986)-  36 52 53.     (N)    084 07 39.     (W)     SCALED    
 GB0084* NAVD 88     -       332.825  (meters)    1091.94   (feet)  ADJUSTED  
 GB0084  ___________________________________________________________________
 GB0084  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GB0084  DYNAMIC HT  -         332.553 (meters)    1091.05  (feet)  COMP
 GB0084  MODELED GRAV-     979,803.1   (mgal)                       NAVD 88
 GB0084
 GB0084  VERT ORDER  -  SECOND    CLASS 0
 GB0084
 GB0084.The horizontal coordinates were scaled from a topographic map and have
 GB0084.an estimated accuracy of +/- 6 seconds.
 GB0084
 GB0084.The orthometric height was determined by differential leveling
 GB0084.and adjusted by the National Geodetic Survey in June 1991..
 GB0084
 GB0084.The geoid height was determined by GEOID03.
 GB0084
 GB0084.The dynamic height is computed by dividing the NAVD 88
 GB0084.geopotential number by the normal gravity value computed on the
 GB0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0084.degrees latitude (g = 980.6199 gals.).
 GB0084
 GB0084.The modeled gravity was interpolated from observed gravity values.
 GB0084
 GB0084;                    North         East    Units  Estimated Accuracy
 GB0084;SPC KY1Z     - 1,062,090.    1,644,650.      MT  (+/- 180 meters Scaled)
 GB0084
 GB0084                          SUPERSEDED SURVEY CONTROL
 GB0084
 GB0084  NGVD 29 (??/??/92)  332.979  (m)         1092.45   (f) ADJ UNCH    2 0
 GB0084
 GB0084.Superseded values are not recommended for survey control.
 GB0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0084.See file dsdata.txt to determine how the superseded data were derived.
 GB0084
 GB0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF560855(NAD 83)
 GB0084_MARKER: DB = BENCH MARK DISK
 GB0084_SETTING: 0 = UNSPECIFIED SETTING
 GB0084_STAMPING: A 49 1935 1092.449
 GB0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0084
 GB0084  HISTORY     - Date     Condition        Report By
 GB0084  HISTORY     - 1935     MONUMENTED       CGS
 GB0084  HISTORY     - 1958     GOOD             NGS
 GB0084  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0084
 GB0084                          STATION DESCRIPTION
 GB0084
 GB0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB0084'0.9 MI N FROM FABER.
 GB0084'0.9 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GB0084'THE STATION AT FABER, WHITLEY COUNTY, 30 YARDS SOUTHWEST OF
 GB0084'MILEPOST L 178, AT A DIRT-ROAD CROSSING, 48 FEET NORTHEAST OF
 GB0084'THE CENTERLINE OF THE DIRT ROAD, 18 FEET NORTHWEST OF THE
 GB0084'NORTHWEST RAIL, 32 FEET SOUTHEAST OF A WIRE FENCE, AND LEVEL WITH
 GB0084'THE TRACK.  NOTE-- IT IS 3.0 MILES SOUTH OF STATION AT WOODBINE.
 GB0084
 GB0084                          STATION RECOVERY (1977)
 GB0084
 GB0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0024 ***********************************************************************
 GB0024  DESIGNATION -  A 50
 GB0024  PID         -  GB0024
 GB0024  STATE/COUNTY-  KY/MCCREARY
 GB0024  USGS QUAD   -  WHITLEY CITY (1982)
 GB0024
 GB0024                         *CURRENT SURVEY CONTROL
 GB0024  ___________________________________________________________________
 GB0024* NAD 83(1986)-  36 39 33.     (N)    084 26 31.     (W)     SCALED    
 GB0024* NAVD 88     -       434.721  (meters)    1426.25   (feet)  ADJUSTED  
 GB0024  ___________________________________________________________________
 GB0024  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GB0024  DYNAMIC HT  -         434.366 (meters)    1425.08  (feet)  COMP
 GB0024  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 GB0024
 GB0024  VERT ORDER  -  FIRST     CLASS I
 GB0024
 GB0024.The horizontal coordinates were scaled from a topographic map and have
 GB0024.an estimated accuracy of +/- 6 seconds.
 GB0024
 GB0024.The orthometric height was determined by differential leveling
 GB0024.and adjusted by the National Geodetic Survey in June 1991..
 GB0024
 GB0024.The geoid height was determined by GEOID03.
 GB0024
 GB0024.The dynamic height is computed by dividing the NAVD 88
 GB0024.geopotential number by the normal gravity value computed on the
 GB0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0024.degrees latitude (g = 980.6199 gals.).
 GB0024
 GB0024.The modeled gravity was interpolated from observed gravity values.
 GB0024
 GB0024;                    North         East    Units  Estimated Accuracy
 GB0024;SPC KY1Z     - 1,036,980.    1,616,960.      MT  (+/- 180 meters Scaled)
 GB0024
 GB0024                          SUPERSEDED SURVEY CONTROL
 GB0024
 GB0024  NGVD 29 (??/??/92)  434.855  (m)         1426.69   (f) ADJ UNCH    1 1
 GB0024
 GB0024.Superseded values are not recommended for survey control.
 GB0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0024.See file dsdata.txt to determine how the superseded data were derived.
 GB0024
 GB0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF286601(NAD 83)
 GB0024_MARKER: DB = BENCH MARK DISK
 GB0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0024_STAMPING: A 50 1935 1426.687
 GB0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0024+STABILITY: SURFACE MOTION
 GB0024
 GB0024  HISTORY     - Date     Condition        Report By
 GB0024  HISTORY     - 1935     MONUMENTED       CGS
 GB0024  HISTORY     - 1968     GOOD             NGS
 GB0024  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0024
 GB0024                          STATION DESCRIPTION
 GB0024
 GB0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0024'0.6 MI N FROM PINE KNOT.
 GB0024'ABOUT 0.6 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0024'STATION AT PINE KNOT, THENCE 0.05 MILE NORTHEAST ALONG STATE
 GB0024'HIGHWAY 92, 78 YARDS NORTHEAST OF THE CENTER OF AN INTERSECTION
 GB0024'OF THE STATE HIGHWAY AND U.S. HIGHWAY 27, 34 FEET NORTHWEST OF
 GB0024'THE CENTERLINE OF THE STATE HIGHWAY, 47 1/2 FEET SOUTHWEST OF
 GB0024'THE SOUTH CORNER OF A BRICK BUILDING, 6.2 FEET SOUTH OF THE SOUTH
 GB0024'CORNER OF A FRAME BUILDING, 5 FEET EAST OF A POWER POLE WHICH
 GB0024'BEARS A TRANSFORMER, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 GB0024'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
 GB0024
 GB0024                          STATION RECOVERY (1977)
 GB0024
 GB0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0809 ***********************************************************************
 GZ0809  DESIGNATION -  A 51 RESET
 GZ0809  PID         -  GZ0809
 GZ0809  STATE/COUNTY-  KY/PULASKI
 GZ0809  USGS QUAD   -  SOMERSET (1987)
 GZ0809
 GZ0809                         *CURRENT SURVEY CONTROL
 GZ0809  ___________________________________________________________________
 GZ0809* NAD 83(1986)-  37 05 31.     (N)    084 36 18.     (W)     SCALED    
 GZ0809* NAVD 88     -       296.849  (meters)     973.91   (feet)  ADJUSTED  
 GZ0809  ___________________________________________________________________
 GZ0809  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GZ0809  DYNAMIC HT  -         296.618 (meters)     973.15  (feet)  COMP
 GZ0809  MODELED GRAV-     979,845.3   (mgal)                       NAVD 88
 GZ0809
 GZ0809  VERT ORDER  -  FIRST     CLASS II
 GZ0809
 GZ0809.The horizontal coordinates were scaled from a topographic map and have
 GZ0809.an estimated accuracy of +/- 6 seconds.
 GZ0809
 GZ0809.The orthometric height was determined by differential leveling
 GZ0809.and adjusted by the National Geodetic Survey in June 1991..
 GZ0809
 GZ0809.The geoid height was determined by GEOID03.
 GZ0809
 GZ0809.The dynamic height is computed by dividing the NAVD 88
 GZ0809.geopotential number by the normal gravity value computed on the
 GZ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0809.degrees latitude (g = 980.6199 gals.).
 GZ0809
 GZ0809.The modeled gravity was interpolated from observed gravity values.
 GZ0809
 GZ0809;                    North         East    Units  Estimated Accuracy
 GZ0809;SPC KY1Z     - 1,084,820.    1,601,790.      MT  (+/- 180 meters Scaled)
 GZ0809
 GZ0809                          SUPERSEDED SURVEY CONTROL
 GZ0809
 GZ0809  NGVD 29 (??/??/??)  297.04   (m)          974.5    (f) RESET       3  
 GZ0809
 GZ0809.Superseded values are not recommended for survey control.
 GZ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0809.See file dsdata.txt to determine how the superseded data were derived.
 GZ0809
 GZ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG128077(NAD 83)
 GZ0809_MARKER: DB = BENCH MARK DISK
 GZ0809_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GZ0809+WITH SETTING: PAVEMENT
 GZ0809_SP_SET: STORM DRAIN
 GZ0809_STAMPING: A 51 RESET 1973
 GZ0809_MARK LOGO: NGS   
 GZ0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0809+STABILITY: SURFACE MOTION
 GZ0809
 GZ0809  HISTORY     - Date     Condition        Report By
 GZ0809  HISTORY     - 1973     MONUMENTED       NGS
 GZ0809  HISTORY     - 1984     GOOD             NGS
 GZ0809  HISTORY     - 1987     GOOD             USPSQD
 GZ0809
 GZ0809                          STATION DESCRIPTION
 GZ0809
 GZ0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GZ0809'AT SOMERSET.
 GZ0809'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP AND
 GZ0809'SOUTHWEST CORNER OF A METAL GRATED CONCRETE STORM DRAIN IN THE
 GZ0809'SOUTH EDGE OF THE CIRCLE IN THE CENTER OF TOWN, 28 FEET
 GZ0809'SOUTHWEST OF A FLAGPOLE, 55 FEET SOUTHEAST OF A FLAG POLE,
 GZ0809'18 FEET EAST OF THE EXTENDED CENTERLINE OF MT. VERNON ST.,
 GZ0809'40 FEET NORTH OF THE CENTERLINE OF S MAIN ST. AND 31 FEET
 GZ0809'SOUTHEAST OF THE CENTER OF A LARGE WATER FOUNTAIN.  NOTE-- ORIGINAL
 GZ0809'MARK DESTROYED 1973.
 GZ0809
 GZ0809                          STATION RECOVERY (1984)
 GZ0809
 GZ0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ0809'RECOVERED IN GOOD CONDITION.
 GZ0809
 GZ0809                          STATION RECOVERY (1987)
 GZ0809
 GZ0809'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAH)
 GZ0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9546 ***********************************************************************
 AA9546  DESIGNATION -  A 51 X RESET
 AA9546  PID         -  AA9546
 AA9546  STATE/COUNTY-  KY/CLAY
 AA9546  USGS QUAD   -  MANCHESTER (1979)
 AA9546
 AA9546                         *CURRENT SURVEY CONTROL
 AA9546  ___________________________________________________________________
 AA9546* NAD 83(1986)-  37 09 33.     (N)    083 45 58.     (W)     SCALED    
 AA9546* NAVD 88     -       259.54   (meters)     851.5    (feet)  RESET     
 AA9546  ___________________________________________________________________
 AA9546  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 AA9546
 AA9546  VERT ORDER  -  THIRD
 AA9546
 AA9546.The horizontal coordinates were scaled from a topographic map and have
 AA9546.an estimated accuracy of +/- 6 seconds.
 AA9546
 AA9546.The orthometric height was computed from unverified reset data.
 AA9546
 AA9546.The geoid height was determined by GEOID03.
 AA9546
 AA9546;                    North         East    Units  Estimated Accuracy
 AA9546;SPC KY1Z     - 1,093,530.    1,676,200.      MT  (+/- 180 meters Scaled)
 AA9546
 AA9546                          SUPERSEDED SURVEY CONTROL
 AA9546
 AA9546.No superseded survey control is available for this station.
 AA9546
 AA9546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB543161(NAD 83)
 AA9546_MARKER: DV = VERTICAL CONTROL DISK
 AA9546_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA9546_SP_SET: BRIDGE WALKWAY
 AA9546_STAMPING: A 51 X 1935 RESET 1992
 AA9546_MARK LOGO: NGS   
 AA9546_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9546+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2001
 AA9546
 AA9546  HISTORY     - Date     Condition        Report By
 AA9546  HISTORY     - 1992     MONUMENTED       KYDT
 AA9546  HISTORY     - 20010829 GOOD             KYDT
 AA9546
 AA9546                          STATION DESCRIPTION
 AA9546
 AA9546'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1992 (RDH)
 AA9546'IN MANCHESTER, IN NORTH END OF TOWN, AT INTERSECTION OF US 421 AND
 AA9546'MEMORIAL DRIVE, AT THE SOUTHWEST CORNER OF A 240 FOOT (73.2 M)
 AA9546'CONCRETE HIGHWAY BRIDGE OVER GOOSE CREEK, ON MEMORIAL DRIVE, IN THE
 AA9546'SOUTH SIDEWALK OF THE WEST ABUTMENT, ABOUT 14 FEET (4.3 M) SOUTH OF
 AA9546'CENTERLINE OF MEMORIAL DRIVE, ABOUT 54 FEET (16.5 M) EAST OF
 AA9546'CENTERLINE OF US 421, .8 FEET (24.4 CM) ABOVE ROADWAY AND 1.3 FEET
 AA9546'(0.4 M) NORTH OF BARRIER WALL.
 AA9546
 AA9546                          STATION RECOVERY (2001)
 AA9546
 AA9546'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 AA9546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2427 ***********************************************************************
 GY2427  DESIGNATION -  A 52
 GY2427  PID         -  GY2427
 GY2427  STATE/COUNTY-  KY/LAUREL
 GY2427  USGS QUAD   -  BLACKWATER (1979)
 GY2427
 GY2427                         *CURRENT SURVEY CONTROL
 GY2427  ___________________________________________________________________
 GY2427* NAD 83(1986)-  37 04 56.     (N)    083 57 44.     (W)     SCALED    
 GY2427* NAVD 88     -       342.073  (meters)    1122.28   (feet)  ADJUSTED  
 GY2427  ___________________________________________________________________
 GY2427  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GY2427  DYNAMIC HT  -         341.796 (meters)    1121.38  (feet)  COMP
 GY2427  MODELED GRAV-     979,811.6   (mgal)                       NAVD 88
 GY2427
 GY2427  VERT ORDER  -  SECOND    CLASS 0
 GY2427
 GY2427.The horizontal coordinates were scaled from a topographic map and have
 GY2427.an estimated accuracy of +/- 6 seconds.
 GY2427
 GY2427.The orthometric height was determined by differential leveling
 GY2427.and adjusted by the National Geodetic Survey in June 1991..
 GY2427
 GY2427.The geoid height was determined by GEOID03.
 GY2427
 GY2427.The dynamic height is computed by dividing the NAVD 88
 GY2427.geopotential number by the normal gravity value computed on the
 GY2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2427.degrees latitude (g = 980.6199 gals.).
 GY2427
 GY2427.The modeled gravity was interpolated from observed gravity values.
 GY2427
 GY2427;                    North         East    Units  Estimated Accuracy
 GY2427;SPC KY1Z     - 1,084,640.    1,658,950.      MT  (+/- 180 meters Scaled)
 GY2427
 GY2427                          SUPERSEDED SURVEY CONTROL
 GY2427
 GY2427  NGVD 29 (??/??/92)  342.22   (m)         1122.8    (f) COMPUTED    2 0
 GY2427
 GY2427.Superseded values are not recommended for survey control.
 GY2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2427.See file dsdata.txt to determine how the superseded data were derived.
 GY2427
 GY2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB366081(NAD 83)
 GY2427_MARKER: DB = BENCH MARK DISK
 GY2427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2427_SP_SET: BRIDGE
 GY2427_STAMPING: A 52 1935 1122.780
 GY2427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2427
 GY2427  HISTORY     - Date     Condition        Report By
 GY2427  HISTORY     - 1935     MONUMENTED       CGS
 GY2427  HISTORY     - 1957     GOOD             NGS
 GY2427
 GY2427                          STATION DESCRIPTION
 GY2427
 GY2427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2427'7.7 MI E FROM LONDON.
 GY2427'7.7 MILES EAST ALONG STATE HIGHWAY 80 FROM THE LOUISVILLE AND
 GY2427'NASHVILLE RAILROAD STATION AT LONDON, LAUREL COUNTY, AT THE EAST
 GY2427'END OF A BRIDGE OVER A CREEK, IN THE TOP OF THE SOUTH ABUTMENT,
 GY2427'13 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 GY2427'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2731 ***********************************************************************
 GA2731  DESIGNATION -  A 54
 GA2731  PID         -  GA2731
 GA2731  STATE/COUNTY-  KY/KNOX
 GA2731  USGS QUAD   -  ARTEMUS (1974)
 GA2731
 GA2731                         *CURRENT SURVEY CONTROL
 GA2731  ___________________________________________________________________
 GA2731* NAD 83(1986)-  36 50 01.     (N)    083 50 25.     (W)     SCALED    
 GA2731* NAVD 88     -       309.436  (meters)    1015.21   (feet)  ADJUSTED  
 GA2731  ___________________________________________________________________
 GA2731  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 GA2731  DYNAMIC HT  -         309.180 (meters)    1014.37  (feet)  COMP
 GA2731  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 GA2731
 GA2731  VERT ORDER  -  SECOND    CLASS 0
 GA2731
 GA2731.The horizontal coordinates were scaled from a topographic map and have
 GA2731.an estimated accuracy of +/- 6 seconds.
 GA2731
 GA2731.The orthometric height was determined by differential leveling
 GA2731.and adjusted by the National Geodetic Survey in June 1991..
 GA2731
 GA2731.The geoid height was determined by GEOID03.
 GA2731
 GA2731.The dynamic height is computed by dividing the NAVD 88
 GA2731.geopotential number by the normal gravity value computed on the
 GA2731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2731.degrees latitude (g = 980.6199 gals.).
 GA2731
 GA2731.The modeled gravity was interpolated from observed gravity values.
 GA2731
 GA2731;                    North         East    Units  Estimated Accuracy
 GA2731;SPC KY1Z     - 1,057,270.    1,670,360.      MT  (+/- 180 meters Scaled)
 GA2731
 GA2731                          SUPERSEDED SURVEY CONTROL
 GA2731
 GA2731  NGVD 29 (??/??/92)  309.591  (m)         1015.72   (f) ADJ UNCH    2 0
 GA2731
 GA2731.Superseded values are not recommended for survey control.
 GA2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2731.See file dsdata.txt to determine how the superseded data were derived.
 GA2731
 GA2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA467801(NAD 83)
 GA2731_MARKER: DB = BENCH MARK DISK
 GA2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2731_STAMPING: A 54 1935 1015.716
 GA2731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2731+STABILITY: SURFACE MOTION
 GA2731
 GA2731  HISTORY     - Date     Condition        Report By
 GA2731  HISTORY     - 1935     MONUMENTED       CGS
 GA2731  HISTORY     - 1950     GOOD             NGS
 GA2731  HISTORY     - 1957     POOR             NGS
 GA2731
 GA2731                          STATION DESCRIPTION
 GA2731
 GA2731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2731'AT ARTEMUS.
 GA2731'AT ARTEMUS, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 43
 GA2731'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 3 1/2 FEET
 GA2731'SOUTHWEST OF A FENCE CORNER, 35 FEET WEST AND ACROSS A GRAVEL
 GA2731'STREET FROM THE SOUTHWEST PORCH CORNER OF A STORE BUILDING, 91
 GA2731'FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 4 FEET
 GA2731'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GA2731'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GA2731
 GA2731                          STATION RECOVERY (1957)
 GA2731
 GA2731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2731'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1983 ***********************************************************************
 HY1983  DESIGNATION -  A 55
 HY1983  PID         -  HY1983
 HY1983  STATE/COUNTY-  KY/MASON
 HY1983  USGS QUAD   -  MAYSVILLE WEST (1993)
 HY1983
 HY1983                         *CURRENT SURVEY CONTROL
 HY1983  ___________________________________________________________________
 HY1983* NAD 83(1986)-  38 44 31.     (N)    083 51 15.     (W)     SCALED    
 HY1983* NAVD 88     -       155.446  (meters)     509.99   (feet)  ADJUSTED  
 HY1983  ___________________________________________________________________
 HY1983  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HY1983  DYNAMIC HT  -         155.344 (meters)     509.66  (feet)  COMP
 HY1983  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 HY1983
 HY1983  VERT ORDER  -  SECOND    CLASS 0
 HY1983
 HY1983.The horizontal coordinates were scaled from a topographic map and have
 HY1983.an estimated accuracy of +/- 6 seconds.
 HY1983
 HY1983.The orthometric height was determined by differential leveling
 HY1983.and adjusted by the National Geodetic Survey in June 1991..
 HY1983
 HY1983.The geoid height was determined by GEOID03.
 HY1983
 HY1983.The dynamic height is computed by dividing the NAVD 88
 HY1983.geopotential number by the normal gravity value computed on the
 HY1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1983.degrees latitude (g = 980.6199 gals.).
 HY1983
 HY1983.The modeled gravity was interpolated from observed gravity values.
 HY1983
 HY1983;                    North         East    Units  Estimated Accuracy
 HY1983;SPC KY1Z     - 1,269,000.    1,664,820.      MT  (+/- 180 meters Scaled)
 HY1983
 HY1983                          SUPERSEDED SURVEY CONTROL
 HY1983
 HY1983  NGVD 29 (??/??/92)  155.675  (m)          510.74   (f) ADJ UNCH    2 0
 HY1983
 HY1983.Superseded values are not recommended for survey control.
 HY1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1983.See file dsdata.txt to determine how the superseded data were derived.
 HY1983
 HY1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC519920(NAD 83)
 HY1983_MARKER: DB = BENCH MARK DISK
 HY1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1983_STAMPING: A 55 1935 510.744
 HY1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1983+STABILITY: SURFACE MOTION
 HY1983
 HY1983  HISTORY     - Date     Condition        Report By
 HY1983  HISTORY     - 1935     MONUMENTED       CGS
 HY1983  HISTORY     - 1955     GOOD             NGS
 HY1983
 HY1983                          STATION DESCRIPTION
 HY1983
 HY1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1983'AT SOUTH RIPLEY.
 HY1983'AT SOUTH RIPLEY, 0.1 MILE NORTHWEST OF THE FERRY ROAD, 61.5 FEET
 HY1983'NORTHWEST OF THE WEST CORNER OF HOUSE, 47.6 FEET NORTHEAST OF
 HY1983'THE NORTHEAST RAIL OF THE CHESAPEAKE AND OHIO RAILROAD, 48.3 FEET
 HY1983'NORTHWEST OF THE FENCE AROUND YARD OF HOUSE, 2.5 FEET SOUTHWEST
 HY1983'OF THE EXTENDED LINE OF THE SOUTHWEST WALL OF THE HOUSE, AND
 HY1983'1 FOOT SOUTHEAST OF A FENCE, 4.5 FEET BELOW THE LEVEL OF THE
 HY1983'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1555 ***********************************************************************
 GZ1555  DESIGNATION -  A 56
 GZ1555  PID         -  GZ1555
 GZ1555  STATE/COUNTY-  KY/MARION
 GZ1555  USGS QUAD   -  SPURLINGTON (1994)
 GZ1555
 GZ1555                         *CURRENT SURVEY CONTROL
 GZ1555  ___________________________________________________________________
 GZ1555* NAD 83(1986)-  37 27 13.     (N)    085 15 34.     (W)     SCALED    
 GZ1555* NAVD 88     -       221.066  (meters)     725.28   (feet)  ADJUSTED  
 GZ1555  ___________________________________________________________________
 GZ1555  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 GZ1555  DYNAMIC HT  -         220.890 (meters)     724.70  (feet)  COMP
 GZ1555  MODELED GRAV-     979,829.0   (mgal)                       NAVD 88
 GZ1555
 GZ1555  VERT ORDER  -  SECOND    CLASS 0
 GZ1555
 GZ1555.The horizontal coordinates were scaled from a topographic map and have
 GZ1555.an estimated accuracy of +/- 6 seconds.
 GZ1555
 GZ1555.The orthometric height was determined by differential leveling
 GZ1555.and adjusted by the National Geodetic Survey in June 1991..
 GZ1555
 GZ1555.The geoid height was determined by GEOID03.
 GZ1555
 GZ1555.The dynamic height is computed by dividing the NAVD 88
 GZ1555.geopotential number by the normal gravity value computed on the
 GZ1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1555.degrees latitude (g = 980.6199 gals.).
 GZ1555
 GZ1555.The modeled gravity was interpolated from observed gravity values.
 GZ1555
 GZ1555;                    North         East    Units  Estimated Accuracy
 GZ1555;SPC KY1Z     - 1,124,450.    1,543,400.      MT  (+/- 180 meters Scaled)
 GZ1555
 GZ1555                          SUPERSEDED SURVEY CONTROL
 GZ1555
 GZ1555  NGVD 29 (??/??/92)  221.202  (m)          725.73   (f) ADJ UNCH    2 0
 GZ1555
 GZ1555.Superseded values are not recommended for survey control.
 GZ1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1555.See file dsdata.txt to determine how the superseded data were derived.
 GZ1555
 GZ1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG539466(NAD 83)
 GZ1555_MARKER: DB = BENCH MARK DISK
 GZ1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1555_STAMPING: A 56 1935
 GZ1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1555+STABILITY: SURFACE MOTION
 GZ1555
 GZ1555  HISTORY     - Date     Condition        Report By
 GZ1555  HISTORY     - 1935     MONUMENTED       CGS
 GZ1555
 GZ1555                          STATION DESCRIPTION
 GZ1555
 GZ1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ1555'AT PHILLIPSBURG.
 GZ1555'AT PHILLIPSBURG, MARION COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GZ1555'RAILROAD, 57 FEET EAST OF THE NORTH END OF THE STATION, 78 FEET
 GZ1555'NORTHEAST OF MILEPOST L 77, 32.2 FEET EASDT OF THE EAST RAIL OF A
 GZ1555'SIDE TRACK, 18.8 FEET SOUTH OF THE CENTER OF A GATE TO A PASTURE
 GZ1555'AND BARN, AND 2 FEET WEST OF THE PASTURE FENCE.  A STANDARD
 GZ1555'DISK, STAMPED A 56 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1367 ***********************************************************************
 GZ1367  DESIGNATION -  A 57
 GZ1367  PID         -  GZ1367
 GZ1367  STATE/COUNTY-  KY/NELSON
 GZ1367  USGS QUAD   -  BLOOMFIELD (1987)
 GZ1367
 GZ1367                         *CURRENT SURVEY CONTROL
 GZ1367  ___________________________________________________________________
 GZ1367* NAD 83(1986)-  37 56 47.     (N)    085 18 51.     (W)     SCALED    
 GZ1367* NAVD 88     -       214.639  (meters)     704.19   (feet)  ADJUSTED  
 GZ1367  ___________________________________________________________________
 GZ1367  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 GZ1367  DYNAMIC HT  -         214.478 (meters)     703.67  (feet)  COMP
 GZ1367  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 GZ1367
 GZ1367  VERT ORDER  -  SECOND    CLASS 0
 GZ1367
 GZ1367.The horizontal coordinates were scaled from a topographic map and have
 GZ1367.an estimated accuracy of +/- 6 seconds.
 GZ1367
 GZ1367.The orthometric height was determined by differential leveling
 GZ1367.and adjusted by the National Geodetic Survey in June 1991..
 GZ1367
 GZ1367.The geoid height was determined by GEOID03.
 GZ1367
 GZ1367.The dynamic height is computed by dividing the NAVD 88
 GZ1367.geopotential number by the normal gravity value computed on the
 GZ1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1367.degrees latitude (g = 980.6199 gals.).
 GZ1367
 GZ1367.The modeled gravity was interpolated from observed gravity values.
 GZ1367
 GZ1367;                    North         East    Units  Estimated Accuracy
 GZ1367;SPC KY1Z     - 1,179,110.    1,538,300.      MT  (+/- 180 meters Scaled)
 GZ1367
 GZ1367                          SUPERSEDED SURVEY CONTROL
 GZ1367
 GZ1367  NGVD 29 (??/??/92)  214.800  (m)          704.72   (f) ADJ UNCH    2 0
 GZ1367
 GZ1367.Superseded values are not recommended for survey control.
 GZ1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1367.See file dsdata.txt to determine how the superseded data were derived.
 GZ1367
 GZ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH481012(NAD 83)
 GZ1367_MARKER: DB = BENCH MARK DISK
 GZ1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1367_STAMPING: A 57 1935
 GZ1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1367+STABILITY: SURFACE MOTION
 GZ1367
 GZ1367  HISTORY     - Date     Condition        Report By
 GZ1367  HISTORY     - 1935     MONUMENTED       CGS
 GZ1367  HISTORY     - 1950     MARK NOT FOUND   USGS
 GZ1367
 GZ1367                          STATION DESCRIPTION
 GZ1367
 GZ1367'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GZ1367'2.7 MI N FROM BLOOMFIELD.
 GZ1367'2.7 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GZ1367'THE STATION AT BLOOMFIELD, NELSON COUNTY, 0.4 MILE SOUTH OF
 GZ1367'MILEPOST L 54, AT THE TOP OF A HILL, IN LINE WITH THE NORTH SIDE
 GZ1367'OF THE S. THOMAS HOUSE, 130 YARDS WEST OF THE CROSSING OF A ROW
 GZ1367'OF POWER POLES, 24.6 FEET SOUTH OF THE SOUTH RAIL, 2 FEET NORTH
 GZ1367'OF THE FENCE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 GZ1367'DISK, STAMPED A 57 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2197 ***********************************************************************
 GZ2197  DESIGNATION -  A 58
 GZ2197  PID         -  GZ2197
 GZ2197  STATE/COUNTY-  KY/GREEN
 GZ2197  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ2197
 GZ2197                         *CURRENT SURVEY CONTROL
 GZ2197  ___________________________________________________________________
 GZ2197* NAD 83(1986)-  37 19 34.     (N)    085 32 40.     (W)     SCALED    
 GZ2197* NAVD 88     -       249.891  (meters)     819.85   (feet)  ADJUSTED  
 GZ2197  ___________________________________________________________________
 GZ2197  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GZ2197  DYNAMIC HT  -         249.699 (meters)     819.22  (feet)  COMP
 GZ2197  MODELED GRAV-     979,856.3   (mgal)                       NAVD 88
 GZ2197
 GZ2197  VERT ORDER  -  SECOND    CLASS 0
 GZ2197
 GZ2197.The horizontal coordinates were scaled from a topographic map and have
 GZ2197.an estimated accuracy of +/- 6 seconds.
 GZ2197
 GZ2197.The orthometric height was determined by differential leveling
 GZ2197.and adjusted by the National Geodetic Survey in June 1991..
 GZ2197
 GZ2197.The geoid height was determined by GEOID03.
 GZ2197
 GZ2197.The dynamic height is computed by dividing the NAVD 88
 GZ2197.geopotential number by the normal gravity value computed on the
 GZ2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2197.degrees latitude (g = 980.6199 gals.).
 GZ2197
 GZ2197.The modeled gravity was interpolated from observed gravity values.
 GZ2197
 GZ2197;                    North         East    Units  Estimated Accuracy
 GZ2197;SPC KY1Z     - 1,110,200.    1,518,220.      MT  (+/- 180 meters Scaled)
 GZ2197
 GZ2197                          SUPERSEDED SURVEY CONTROL
 GZ2197
 GZ2197  NGVD 29 (??/??/92)  250.033  (m)          820.32   (f) ADJ UNCH    2 0
 GZ2197
 GZ2197.Superseded values are not recommended for survey control.
 GZ2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2197.See file dsdata.txt to determine how the superseded data were derived.
 GZ2197
 GZ2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG289320(NAD 83)
 GZ2197_MARKER: DB = BENCH MARK DISK
 GZ2197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2197_SP_SET: BUILDING
 GZ2197_STAMPING: A 58 1935
 GZ2197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2197
 GZ2197  HISTORY     - Date     Condition        Report By
 GZ2197  HISTORY     - 1935     MONUMENTED       CGS
 GZ2197  HISTORY     - 1951     GOOD             NGS
 GZ2197
 GZ2197                          STATION DESCRIPTION
 GZ2197
 GZ2197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ2197'AT SUMMERSVILLE.
 GZ2197'AT SUMMERSVILE, IN THE SOUTH QUARTER OF THE JUNCTION OF STATE
 GZ2197'HIGHWAYS 61 AND 323, SET VERTICALLY IN THE NORTHEAST FACE
 GZ2197'AT THE EAST CORNER OF BRICK BUILDING HOUSING JAMES D. SKAGGS
 GZ2197'STORE, 1/2 FOOT NORTHWEST OF THE EAST CORNER, AND ABOUT 3
 GZ2197'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2356 ***********************************************************************
 GZ2356  DESIGNATION -  A 59
 GZ2356  PID         -  GZ2356
 GZ2356  STATE/COUNTY-  KY/HARDIN
 GZ2356  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2356
 GZ2356                         *CURRENT SURVEY CONTROL
 GZ2356  ___________________________________________________________________
 GZ2356* NAD 83(1986)-  37 41 30.     (N)    085 51 21.     (W)     SCALED    
 GZ2356* NAVD 88     -       215.888  (meters)     708.29   (feet)  ADJUSTED  
 GZ2356  ___________________________________________________________________
 GZ2356  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GZ2356  DYNAMIC HT  -         215.725 (meters)     707.76  (feet)  COMP
 GZ2356  MODELED GRAV-     979,871.9   (mgal)                       NAVD 88
 GZ2356
 GZ2356  VERT ORDER  -  FIRST     CLASS II
 GZ2356
 GZ2356.The horizontal coordinates were scaled from a topographic map and have
 GZ2356.an estimated accuracy of +/- 6 seconds.
 GZ2356
 GZ2356.The orthometric height was determined by differential leveling
 GZ2356.and adjusted by the National Geodetic Survey in June 1991..
 GZ2356
 GZ2356.The geoid height was determined by GEOID03.
 GZ2356
 GZ2356.The dynamic height is computed by dividing the NAVD 88
 GZ2356.geopotential number by the normal gravity value computed on the
 GZ2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2356.degrees latitude (g = 980.6199 gals.).
 GZ2356
 GZ2356.The modeled gravity was interpolated from observed gravity values.
 GZ2356
 GZ2356;                    North         East    Units  Estimated Accuracy
 GZ2356;SPC KY1Z     - 1,150,760.    1,490,670.      MT  (+/- 180 meters Scaled)
 GZ2356
 GZ2356                          SUPERSEDED SURVEY CONTROL
 GZ2356
 GZ2356  NGVD 29 (??/??/92)  216.006  (m)          708.68   (f) ADJ UNCH    1 2
 GZ2356
 GZ2356.Superseded values are not recommended for survey control.
 GZ2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2356.See file dsdata.txt to determine how the superseded data were derived.
 GZ2356
 GZ2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG008722(NAD 83)
 GZ2356_MARKER: DB = BENCH MARK DISK
 GZ2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2356_STAMPING: A 59 1935
 GZ2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2356+STABILITY: SURFACE MOTION
 GZ2356
 GZ2356  HISTORY     - Date     Condition        Report By
 GZ2356  HISTORY     - 1935     MONUMENTED       CGS
 GZ2356  HISTORY     - 1953     POOR             NGS
 GZ2356  HISTORY     - 1981     POOR             KYDT
 GZ2356
 GZ2356                          STATION DESCRIPTION
 GZ2356
 GZ2356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GZ2356'AT ELIZABETHTOWN.
 GZ2356'AT ELIZABETHTOWN, ABOUT 75 YARDS NORTHEAST AND ACROSS THE TRACKS
 GZ2356'AND EAST DIXIE AVENUE FROM THE NORTHEAST CORNER OF THE LOUISVILLE
 GZ2356'AND NASHVILLE STATION, 16 FEET WEST OF THE WEST RAIL OF A SIDE
 GZ2356'TRACK, 22 1/2 FEET WEST AND ACROSS SIDE TRACK FROM WEST RAIL
 GZ2356'OF THE NORTH BOUND TRACK, 61 FEET NORTH OF THE CENTER LINE OF
 GZ2356'EAST DIXIE AVENUE, 2 1/2 FEET EAST OF A TELEPHONE POLE, ABOUT
 GZ2356'LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING
 GZ2356'12 INCHES.  NOTE-- FRESHLY TURNED EARTH AROUND THE POLE AND MARK
 GZ2356'SUGGEST THAT THE POLE MAY HAVE BEEN MOVED AND POSSIBLY, THE
 GZ2356'MARK DISTURBED.
 GZ2356
 GZ2356                          STATION RECOVERY (1981)
 GZ2356
 GZ2356'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ2356'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1427 ***********************************************************************
 HZ1427  DESIGNATION -  A 60
 HZ1427  PID         -  HZ1427
 HZ1427  STATE/COUNTY-  KY/JEFFERSON
 HZ1427  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1427
 HZ1427                         *CURRENT SURVEY CONTROL
 HZ1427  ___________________________________________________________________
 HZ1427* NAD 83(1986)-  38 11 17.     (N)    085 45 24.     (W)     SCALED    
 HZ1427* NAVD 88     -       143.750  (meters)     471.62   (feet)  ADJUSTED  
 HZ1427  ___________________________________________________________________
 HZ1427  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ1427  DYNAMIC HT  -         143.652 (meters)     471.30  (feet)  COMP
 HZ1427  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 HZ1427
 HZ1427  VERT ORDER  -  SECOND    CLASS 0
 HZ1427
 HZ1427.The horizontal coordinates were scaled from a topographic map and have
 HZ1427.an estimated accuracy of +/- 6 seconds.
 HZ1427
 HZ1427.The orthometric height was determined by differential leveling
 HZ1427.and adjusted by the National Geodetic Survey in June 1991..
 HZ1427
 HZ1427.The geoid height was determined by GEOID03.
 HZ1427
 HZ1427.The dynamic height is computed by dividing the NAVD 88
 HZ1427.geopotential number by the normal gravity value computed on the
 HZ1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1427.degrees latitude (g = 980.6199 gals.).
 HZ1427
 HZ1427.The modeled gravity was interpolated from observed gravity values.
 HZ1427
 HZ1427;                    North         East    Units  Estimated Accuracy
 HZ1427;SPC KY1Z     - 1,205,840.    1,499,420.      MT  (+/- 180 meters Scaled)
 HZ1427
 HZ1427                          SUPERSEDED SURVEY CONTROL
 HZ1427
 HZ1427  NGVD 29 (??/??/92)  143.903  (m)          472.12   (f) ADJ UNCH    2 0
 HZ1427
 HZ1427.Superseded values are not recommended for survey control.
 HZ1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1427.See file dsdata.txt to determine how the superseded data were derived.
 HZ1427
 HZ1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH088274(NAD 83)
 HZ1427_MARKER: DB = BENCH MARK DISK
 HZ1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1427_STAMPING: A 60 1935
 HZ1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1427+STABILITY: SURFACE MOTION
 HZ1427
 HZ1427  HISTORY     - Date     Condition        Report By
 HZ1427  HISTORY     - 1935     MONUMENTED       CGS
 HZ1427  HISTORY     - 1949     GOOD             NGS
 HZ1427  HISTORY     - 1955     MARK NOT FOUND   USGS
 HZ1427
 HZ1427                          STATION DESCRIPTION
 HZ1427
 HZ1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ1427'AT LOUISVILLE.
 HZ1427'AT LOUISVILLE, ABOUT 4.1 MILES SOUTH ALONG THE LOUISVILLE
 HZ1427'AND NASHVILLE RAILROAD FROM THE STATION AT HIGHLAND PARK FLAG
 HZ1427'STATION, AT OTTAWA STREET CROSSING, 120 FEET SOUTH OF THE
 HZ1427'CENTER LINE OF OTTAWA STREET, 63.5 FEET NORTH-NORTHWEST OF THE
 HZ1427'NORTHWEST CORNER OF THE STATION, 44 FEET WEST OF THE WEST RAIL
 HZ1427'OF THE SOUTH BOUND TRACK, 37 FEET EAST AND ACROSS A SPUR TRACK
 HZ1427'FROM THE SOUTHWEST END OF THE FREIGHT STATION LOADING DOCK,
 HZ1427'13 FEET EAST OF THE EAST RAIL OF THE SPUR TRACK, 7 FEET NORTHEAST
 HZ1427'OF POWER LINE POLE F 9-296, ABOUT 1 FOOT BELOW THE LEVEL OF
 HZ1427'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 HZ1427'INCH.
 HZ1427
 HZ1427                          STATION RECOVERY (1955)
 HZ1427
 HZ1427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 HZ1427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2005 ***********************************************************************
 GB2005  DESIGNATION -  A 62
 GB2005  PID         -  GB2005
 GB2005  STATE/COUNTY-  KY/METCALFE
 GB2005  USGS QUAD   -  SULPHUR LICK (1982)
 GB2005
 GB2005                         *CURRENT SURVEY CONTROL
 GB2005  ___________________________________________________________________
 GB2005* NAD 83(1986)-  36 51 47.     (N)    085 38 38.     (W)     SCALED    
 GB2005* NAVD 88     -       309.996  (meters)    1017.05   (feet)  ADJUSTED  
 GB2005  ___________________________________________________________________
 GB2005  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GB2005  DYNAMIC HT  -         309.741 (meters)    1016.21  (feet)  COMP
 GB2005  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 GB2005
 GB2005  VERT ORDER  -  SECOND    CLASS 0
 GB2005
 GB2005.The horizontal coordinates were scaled from a topographic map and have
 GB2005.an estimated accuracy of +/- 6 seconds.
 GB2005
 GB2005.The orthometric height was determined by differential leveling
 GB2005.and adjusted by the National Geodetic Survey in June 1991..
 GB2005
 GB2005.The geoid height was determined by GEOID03.
 GB2005
 GB2005.The dynamic height is computed by dividing the NAVD 88
 GB2005.geopotential number by the normal gravity value computed on the
 GB2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2005.degrees latitude (g = 980.6199 gals.).
 GB2005
 GB2005.The modeled gravity was interpolated from observed gravity values.
 GB2005
 GB2005;                    North         East    Units  Estimated Accuracy
 GB2005;SPC KY1Z     - 1,058,800.    1,509,460.      MT  (+/- 180 meters Scaled)
 GB2005
 GB2005                          SUPERSEDED SURVEY CONTROL
 GB2005
 GB2005  NGVD 29 (??/??/92)  310.128  (m)         1017.48   (f) ADJ UNCH    2 0
 GB2005
 GB2005.Superseded values are not recommended for survey control.
 GB2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2005.See file dsdata.txt to determine how the superseded data were derived.
 GB2005
 GB2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF208805(NAD 83)
 GB2005_MARKER: DB = BENCH MARK DISK
 GB2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2005_STAMPING: A 62 1935 1017.478
 GB2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2005+STABILITY: SURFACE MOTION
 GB2005
 GB2005  HISTORY     - Date     Condition        Report By
 GB2005  HISTORY     - 1935     MONUMENTED       CGS
 GB2005  HISTORY     - 1951     GOOD             NGS
 GB2005  HISTORY     - 1958     GOOD             NGS
 GB2005
 GB2005                          STATION DESCRIPTION
 GB2005
 GB2005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB2005'1 MI E FROM BEAUMONT.
 GB2005'ABOUT 1.05 MILES EAST ALONG STATE HIGHWAY 90 FROM THE SCHOOL AT
 GB2005'BEAUMONT, ABOUT 35 YARDS NORTH OF A CURVE IN THE HIGHWAY WITH
 GB2005'TANGENTS EXTENDING NORTH AND SOUTHEAST, 27 FEET WEST OF CENTER
 GB2005'LINE OF HIGHWAY, 33 FEET NORTH OF NORTH END OF WEST CONCRETE HEAD
 GB2005'WALL OF A PIPE CULVERT, 11 FEET NORTH OF CENTER LINE OF A FIELD
 GB2005'ROAD LEADING WEST, 4 FEET NORTH OF A HIGHWAY R/W MARKER POST,
 GB2005'5.8 FEET NORTH OF A ROUND STONE MARKING PROPERTY LINE, 186 FEET
 GB2005'NORTHEAST OF THE NORTHEAST CORNER OF CONCRETE FOUNDATION OF A
 GB2005'FARM HOUSE WITH IMITATION BRICK SIDING, 1 FOOT WEST OF A WHITE
 GB2005'WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW THE HIGHWAY AND SET IN
 GB2005'THE TOP OF A CONCRETE POST ABOUT 4 INCHES BELOW SURFACE OF
 GB2005'GROUND.  NOTE-- THE MARK IS ALSO 2.8 MILES NW OF THE POST OFFICE
 GB2005'AT WILLOW SHADE ALONG STATE HWY 90.
 GB2005
 GB2005                          STATION RECOVERY (1958)
 GB2005
 GB2005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1357 ***********************************************************************
 GZ1357  DESIGNATION -  A 64
 GZ1357  PID         -  GZ1357
 GZ1357  STATE/COUNTY-  KY/WASHINGTON
 GZ1357  USGS QUAD   -  BRUSH GROVE (1972)
 GZ1357
 GZ1357                         *CURRENT SURVEY CONTROL
 GZ1357  ___________________________________________________________________
 GZ1357* NAD 83(1986)-  37 45 35.     (N)    085 12 53.     (W)     SCALED    
 GZ1357* NAVD 88     -       227.518  (meters)     746.45   (feet)  ADJUSTED  
 GZ1357  ___________________________________________________________________
 GZ1357  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GZ1357  DYNAMIC HT  -         227.343 (meters)     745.87  (feet)  COMP
 GZ1357  MODELED GRAV-     979,855.7   (mgal)                       NAVD 88
 GZ1357
 GZ1357  VERT ORDER  -  SECOND    CLASS 0
 GZ1357
 GZ1357.The horizontal coordinates were scaled from a topographic map and have
 GZ1357.an estimated accuracy of +/- 6 seconds.
 GZ1357
 GZ1357.The orthometric height was determined by differential leveling
 GZ1357.and adjusted by the National Geodetic Survey in June 1991..
 GZ1357
 GZ1357.The geoid height was determined by GEOID03.
 GZ1357
 GZ1357.The dynamic height is computed by dividing the NAVD 88
 GZ1357.geopotential number by the normal gravity value computed on the
 GZ1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1357.degrees latitude (g = 980.6199 gals.).
 GZ1357
 GZ1357.The modeled gravity was interpolated from observed gravity values.
 GZ1357
 GZ1357;                    North         East    Units  Estimated Accuracy
 GZ1357;SPC KY1Z     - 1,158,440.    1,547,160.      MT  (+/- 180 meters Scaled)
 GZ1357
 GZ1357                          SUPERSEDED SURVEY CONTROL
 GZ1357
 GZ1357  NGVD 29 (??/??/92)  227.669  (m)          746.94   (f) ADJ UNCH    2 0
 GZ1357
 GZ1357.Superseded values are not recommended for survey control.
 GZ1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1357.See file dsdata.txt to determine how the superseded data were derived.
 GZ1357
 GZ1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG572806(NAD 83)
 GZ1357_MARKER: DB = BENCH MARK DISK
 GZ1357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1357_SP_SET: BUILDING
 GZ1357_STAMPING: A 64 1935
 GZ1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1357
 GZ1357  HISTORY     - Date     Condition        Report By
 GZ1357  HISTORY     - 1935     MONUMENTED       CGS
 GZ1357  HISTORY     - 1950     GOOD             NGS
 GZ1357
 GZ1357                          STATION DESCRIPTION
 GZ1357
 GZ1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1357'5.5 MI N FROM SPRINGFIELD.
 GZ1357'5.5 MILES SOUTH ALONG THE LINCOLN MEMORIAL PARK ROAD FROM THE
 GZ1357'COUNTY COURTHOUSE AT SPRINGFIELD, WASHINGTON COUNTY, AT LINCOLN
 GZ1357'MEMORIAL PARK, AT THE CLUBHOUSE, IN THE NORTHEAST WALL OF THE
 GZ1357'BUILDING, 18 INCHES SOUTHEAST OF THE NORTH CORNER, ABOUT 1 1/2
 GZ1357'FEET BELOW THE BASE OF A LOG WALL, AND ABOUT 4 1/2 FEET ABOVE
 GZ1357'THE GROUND.  A STANDARD DISK, STAMPED A 64 1935 AND SET
 GZ1357'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0843 ***********************************************************************
 HA0843  DESIGNATION -  A 64 X
 HA0843  PID         -  HA0843
 HA0843  STATE/COUNTY-  KY/UNION
 HA0843  USGS QUAD   -  BLACKFORD (1954)
 HA0843
 HA0843                         *CURRENT SURVEY CONTROL
 HA0843  ___________________________________________________________________
 HA0843* NAD 83(1986)-  37 29 48.     (N)    087 56 42.     (W)     SCALED    
 HA0843* NAVD 88     -       114.625  (meters)     376.07   (feet)  ADJUSTED  
 HA0843  ___________________________________________________________________
 HA0843  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 HA0843  DYNAMIC HT  -         114.542 (meters)     375.79  (feet)  COMP
 HA0843  MODELED GRAV-     979,907.6   (mgal)                       NAVD 88
 HA0843
 HA0843  VERT ORDER  -  FIRST     CLASS II
 HA0843
 HA0843.The horizontal coordinates were scaled from a topographic map and have
 HA0843.an estimated accuracy of +/- 6 seconds.
 HA0843
 HA0843.The orthometric height was determined by differential leveling
 HA0843.and adjusted by the National Geodetic Survey in June 1991..
 HA0843
 HA0843.The geoid height was determined by GEOID03.
 HA0843
 HA0843.The dynamic height is computed by dividing the NAVD 88
 HA0843.geopotential number by the normal gravity value computed on the
 HA0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0843.degrees latitude (g = 980.6199 gals.).
 HA0843
 HA0843.The modeled gravity was interpolated from observed gravity values.
 HA0843
 HA0843;                    North         East    Units  Estimated Accuracy
 HA0843;SPC KY1Z     - 1,131,390.    1,305,930.      MT  (+/- 180 meters Scaled)
 HA0843
 HA0843                          SUPERSEDED SURVEY CONTROL
 HA0843
 HA0843  NGVD 29 (??/??/92)  114.723  (m)          376.39   (f) ADJ UNCH    1 2
 HA0843
 HA0843.Superseded values are not recommended for survey control.
 HA0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0843.See file dsdata.txt to determine how the superseded data were derived.
 HA0843
 HA0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG164503(NAD 83)
 HA0843_MARKER: DB = BENCH MARK DISK
 HA0843_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA0843_SP_SET: HEADWALL
 HA0843_STAMPING: A 64 X 1935
 HA0843_MARK LOGO: CGS   
 HA0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0843+STABILITY: SURFACE MOTION
 HA0843
 HA0843  HISTORY     - Date     Condition        Report By
 HA0843  HISTORY     - 1935     MONUMENTED       CGS
 HA0843  HISTORY     - 1949     GOOD             NGS
 HA0843  HISTORY     - 1985     GOOD             NGS
 HA0843
 HA0843                          STATION DESCRIPTION
 HA0843
 HA0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HA0843'AT SULLIVAN.
 HA0843'AT SULLIVAN, UNION COUNTY, 61 FEET NORTHEAST OF THE NORTHEAST
 HA0843'SIDE OF THE POST OFFICE, AT THE EAST ANGLE OF THE CROSSING OF
 HA0843'U.S. HIGHWAY 60 AND THE ILLINOIS CENTRAL RAILROAD, 34.7 FEET
 HA0843'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET NORTHEAST
 HA0843'OF THE NORTHEAST RAIL OF THE MAIN TRACK, 26.9 FEET WEST OF THE
 HA0843'WEST CORNER OF A WAREHOUSE, AT AN 18-INCH GALVANIZED IRON
 HA0843'CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD
 HA0843'WALL, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 HA0843'STAMPED A64 1935.  NOTE-- DISK IS STAMPED A 64 X 1935 AND NOT
 HA0843'A 64 1935 AS STATED IN ORIGINAL DESCRIPTION.
 HA0843
 HA0843                          STATION RECOVERY (1985)
 HA0843
 HA0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA0843'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN SULLIVAN,
 HA0843'AT THE INTERSECTION OF U.S. HIGHWAY 60 AND THE ILLINOIS CENTRAL
 HA0843'RAILROAD, NEAR THE CENTER OF THE EAST HEADWALL OF A 16-INCH PIPE
 HA0843'CULVERT UNDER THE HIGHWAY, 11.6 M (38.1 FT) EAST OF THE CENTERLINE OF
 HA0843'THE HIGHWAY, AND 3.6 M (11.8 FT) NORTHEAST OF THE NEAR RAIL.
 HA0843'THE MARK IS ABOVE LEVEL WITH A ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1154 ***********************************************************************
 GC1154  DESIGNATION -  A 66
 GC1154  PID         -  GC1154
 GC1154  STATE/COUNTY-  KY/TODD
 GC1154  USGS QUAD   -  GUTHRIE (1983)
 GC1154
 GC1154                         *CURRENT SURVEY CONTROL
 GC1154  ___________________________________________________________________
 GC1154* NAD 83(1986)-  36 38 50.     (N)    087 09 43.     (W)     SCALED    
 GC1154* NAVD 88     -       166.969  (meters)     547.80   (feet)  ADJUSTED  
 GC1154  ___________________________________________________________________
 GC1154  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC1154  DYNAMIC HT  -         166.835 (meters)     547.36  (feet)  COMP
 GC1154  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 GC1154
 GC1154  VERT ORDER  -  FIRST     CLASS II
 GC1154
 GC1154.The horizontal coordinates were scaled from a topographic map and have
 GC1154.an estimated accuracy of +/- 6 seconds.
 GC1154
 GC1154.The orthometric height was determined by differential leveling
 GC1154.and adjusted by the National Geodetic Survey in June 1991..
 GC1154
 GC1154.The geoid height was determined by GEOID03.
 GC1154
 GC1154.The dynamic height is computed by dividing the NAVD 88
 GC1154.geopotential number by the normal gravity value computed on the
 GC1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1154.degrees latitude (g = 980.6199 gals.).
 GC1154
 GC1154.The modeled gravity was interpolated from observed gravity values.
 GC1154
 GC1154;                    North         East    Units  Estimated Accuracy
 GC1154;SPC KY1Z     - 1,035,790.    1,373,730.      MT  (+/- 180 meters Scaled)
 GC1154
 GC1154                          SUPERSEDED SURVEY CONTROL
 GC1154
 GC1154  NGVD 29 (??/??/92)  167.048  (m)          548.06   (f) ADJ UNCH    1 2
 GC1154
 GC1154.Superseded values are not recommended for survey control.
 GC1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1154.See file dsdata.txt to determine how the superseded data were derived.
 GC1154
 GC1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF855557(NAD 83)
 GC1154_MARKER: DB = BENCH MARK DISK
 GC1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1154_STAMPING: A 66 1935
 GC1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1154+STABILITY: SURFACE MOTION
 GC1154
 GC1154  HISTORY     - Date     Condition        Report By
 GC1154  HISTORY     - 1935     MONUMENTED       CGS
 GC1154  HISTORY     - 1954     GOOD             NGS
 GC1154  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1154
 GC1154                          STATION DESCRIPTION
 GC1154
 GC1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC1154'AT GUTHRIE.
 GC1154'AT GUTHRIE, NEAR THE INTERSECTION OF THE LOUISVILLE AND NASHVILLE
 GC1154'RAILROADS, ABOUT 150 YARDS SOUTHEAST OF CENTER OF INTERSECTION,
 GC1154'334 FEET EAST-SOUTHEAST AND ACROSS TWO TRACKS FROM THE EAST CORNER
 GC1154'OF THE STATION, 15.9 FEET NORTHEAST OF THE NORTHEAST RAIL OF NEAR
 GC1154'TRACK, 15 FEET SOUTH OF THE 4TH TELEPHONE POLE SOUTHEAST OF
 GC1154'INTERSECTION OF MAIN TRACKS, 180 FEET EAST-NORTHEAST OF BM B
 GC1154'66, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GC1154'1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 GC1154'POST PROJECTING 1 INCH.
 GC1154
 GC1154                          STATION RECOVERY (1984)
 GC1154
 GC1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1154'SEARCHED FOR BUT NOT RECOVERED.  POSSIBLE RAILROAD INTERFERENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1386 ***********************************************************************
 GZ1386  DESIGNATION -  A 67
 GZ1386  PID         -  GZ1386
 GZ1386  STATE/COUNTY-  KY/MARION
 GZ1386  USGS QUAD   -  LEBANON EAST (1994)
 GZ1386
 GZ1386                         *CURRENT SURVEY CONTROL
 GZ1386  ___________________________________________________________________
 GZ1386* NAD 83(1993)-  37 34 43.24412(N)    085 12 18.75264(W)     ADJUSTED  
 GZ1386* NAVD 88     -       275.235  (meters)     903.00   (feet)  ADJUSTED  
 GZ1386  ___________________________________________________________________
 GZ1386  X           -     423,058.122 (meters)                     COMP
 GZ1386  Y           -  -5,043,563.848 (meters)                     COMP
 GZ1386  Z           -   3,868,636.012 (meters)                     COMP
 GZ1386  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 GZ1386  ELLIP HEIGHT-         242.17  (meters)          (12/20/95) GPS OBS
 GZ1386  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GZ1386  DYNAMIC HT  -         275.017 (meters)     902.28  (feet)  COMP
 GZ1386  MODELED GRAV-     979,831.6   (mgal)                       NAVD 88
 GZ1386
 GZ1386  HORZ ORDER  -  THIRD
 GZ1386  VERT ORDER  -  SECOND    CLASS 0
 GZ1386  ELLP ORDER  -  FOURTH    CLASS I
 GZ1386
 GZ1386.The horizontal coordinates were established by GPS observations
 GZ1386.and adjusted by the National Geodetic Survey in December 1995..
 GZ1386
 GZ1386.The orthometric height was determined by differential leveling
 GZ1386.and adjusted by the National Geodetic Survey in June 1991..
 GZ1386
 GZ1386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ1386
 GZ1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1386
 GZ1386.The ellipsoidal height was determined by GPS observations
 GZ1386.and is referenced to NAD 83.
 GZ1386
 GZ1386.The geoid height was determined by GEOID03.
 GZ1386
 GZ1386.The dynamic height is computed by dividing the NAVD 88
 GZ1386.geopotential number by the normal gravity value computed on the
 GZ1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1386.degrees latitude (g = 980.6199 gals.).
 GZ1386
 GZ1386.The modeled gravity was interpolated from observed gravity values.
 GZ1386
 GZ1386;                    North         East     Units Scale Factor Converg.
 GZ1386;SPC KY1Z     - 1,138,352.183 1,548,118.587   MT  0.99991837   +0 20 04.1
 GZ1386;SPC KY1Z     - 3,734,743.79  5,079,119.06   sFT  0.99991837   +0 20 04.1
 GZ1386;SPC KY S     -   638,341.390   548,120.332   MT  0.99995448   +0 19 49.4
 GZ1386;SPC KY S     - 2,094,291.71  1,798,291.46   sFT  0.99995448   +0 19 49.4
 GZ1386;UTM  16      - 4,160,584.313   658,481.804   MT  0.99990938   +1 05 41.2
 GZ1386
 GZ1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1386!SPC KY1Z     -   0.99996200  x   0.99991837  =   0.99988037
 GZ1386!SPC KY S     -   0.99996200  x   0.99995448  =   0.99991648
 GZ1386!UTM  16      -   0.99996200  x   0.99990938  =   0.99987138
 GZ1386
 GZ1386                          SUPERSEDED SURVEY CONTROL
 GZ1386
 GZ1386  NAD 83(1986)-  37 34 43.25104(N)    085 12 18.76036(W) AD(       ) 3
 GZ1386  NGVD 29 (??/??/92)  275.373  (m)          903.45   (f) ADJ UNCH    2 0
 GZ1386
 GZ1386.Superseded values are not recommended for survey control.
 GZ1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1386.See file dsdata.txt to determine how the superseded data were derived.
 GZ1386
 GZ1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5848260584(NAD 83)
 GZ1386_MARKER: DB = BENCH MARK DISK
 GZ1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1386_SP_SET: CONCRETE POST
 GZ1386_STAMPING: A 67 1935
 GZ1386_MARK LOGO: CGS   
 GZ1386_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1386+STABILITY: SURFACE MOTION
 GZ1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1386+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1989
 GZ1386
 GZ1386  HISTORY     - Date     Condition        Report By
 GZ1386  HISTORY     - 1935     MONUMENTED       CGS
 GZ1386  HISTORY     - 1951     GOOD             NGS
 GZ1386  HISTORY     - 1983     GOOD             KYDT
 GZ1386  HISTORY     - 19881205 GOOD             NGS
 GZ1386  HISTORY     - 19890412 GOOD
 GZ1386
 GZ1386                          STATION DESCRIPTION
 GZ1386
 GZ1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1386'2.7 MI E FROM LEBANON.
 GZ1386'ABOUT 2.7 MILES EAST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GZ1386'AT LEBANON, AT THE CROSSING OF THE LOUISVILLE AND NASHVILLE
 GZ1386'RAILROAD AND A NORTH-SOUTH GRAVEL ROAD, NEAR A SMALL WHITE CHURCH,
 GZ1386'137 FEET SOUTH AND ACROSS TRACK FROM THE CENTER LINE OF THE
 GZ1386'HIGHWAY, 20 1/2 FEET SOUTH OF THE SOUTH RAIL, 26 FEET WEST OF THE
 GZ1386'CENTER LINE OF GRAVEL ROAD, 12 FEET NORTH OF THE CENTER LINE OF
 GZ1386'A DIRT ROAD PARALLEL TO THE TRACK, 10 1/2 FEET SOUTHWEST OF A
 GZ1386'CROSSING WARNING SIGN, ABOUT 2 FEET BELOW THE TRACK AND SET IN
 GZ1386'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ1386
 GZ1386                          STATION RECOVERY (1983)
 GZ1386
 GZ1386'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1386'1 FOOT SOUTH OF FIBERGLASS WITNESS POST.
 GZ1386
 GZ1386                          STATION RECOVERY (1988)
 GZ1386
 GZ1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GZ1386'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) EAST OF LEBANON AND
 GZ1386'SOUTH OF AN ABANDONED RAILROAD GRADE AND INSIDE A GATE LINE.
 GZ1386'OWNERSHIP--NOT KNOWN.
 GZ1386'TO REACH THE STATION FROM THE MARION COUNTY COURTHOUSE, ABOUT 100 M
 GZ1386'(328.1 FT) WEST OF THE INTERSECTION OF STATE ROADS 49 AND 52 AND US
 GZ1386'HIGHWAY 68 IN LEBANON, DRIVE EAST ON US HIGHWAY 68 AND AND STATE ROAD
 GZ1386'52 FOR 4.42 KM (2.75 MI), PASSING BY THE GLASSLOCK HIGH SCHOOL AND
 GZ1386'ELEMENTARY SCHOOL ON THE LEFT, TO A DIRT AND GRAVEL ROAD ON THE RIGHT.
 GZ1386'TURN RIGHT AND DRIVE SOUTH FOR 34.0 M (111.5 FT) TO A DIRT AND GRAVEL
 GZ1386'DRIVE AND THE STATION ON THE RIGHT.
 GZ1386'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---A 67 1935---,
 GZ1386'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GZ1386'GROUND.  LOCATED I9.8 M (32.2 FT) WEST OF A DIRT AND GRAVEL DRIVE, 6.4
 GZ1386'M (21.0 FT) SOUTH OF THE RAILROAD GRADE, 5.5 M (18.0 FT) NORTHWEST OF
 GZ1386'A WOODEN FENCE POST WITH A YELLOW GATE, 2.5 M (8.2 FT) NORTH OF A DIRT
 GZ1386'AND GRAVEL DRIVE AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS
 GZ1386'POST.
 GZ1386'DESCRIBED BY M.J. WELLSLAGER.
 GZ1386
 GZ1386                          STATION RECOVERY (1989)
 GZ1386
 GZ1386'RECOVERED 1989
 GZ1386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0814 ***********************************************************************
 HA0814  DESIGNATION -  A 69
 HA0814  PID         -  HA0814
 HA0814  STATE/COUNTY-  KY/HOPKINS
 HA0814  USGS QUAD   -  NORTONVILLE (1963)
 HA0814
 HA0814                         *CURRENT SURVEY CONTROL
 HA0814  ___________________________________________________________________
 HA0814* NAD 83(1986)-  37 11 39.     (N)    087 27 18.     (W)     SCALED    
 HA0814* NAVD 88     -       124.136  (meters)     407.27   (feet)  ADJUSTED  
 HA0814  ___________________________________________________________________
 HA0814  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 HA0814  DYNAMIC HT  -         124.044 (meters)     406.97  (feet)  COMP
 HA0814  MODELED GRAV-     979,887.9   (mgal)                       NAVD 88
 HA0814
 HA0814  VERT ORDER  -  SECOND    CLASS 0
 HA0814
 HA0814.The horizontal coordinates were scaled from a topographic map and have
 HA0814.an estimated accuracy of +/- 6 seconds.
 HA0814
 HA0814.The orthometric height was determined by differential leveling
 HA0814.and adjusted by the National Geodetic Survey in June 1991..
 HA0814
 HA0814.The geoid height was determined by GEOID03.
 HA0814
 HA0814.The dynamic height is computed by dividing the NAVD 88
 HA0814.geopotential number by the normal gravity value computed on the
 HA0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0814.degrees latitude (g = 980.6199 gals.).
 HA0814
 HA0814.The modeled gravity was interpolated from observed gravity values.
 HA0814
 HA0814;                    North         East    Units  Estimated Accuracy
 HA0814;SPC KY1Z     - 1,096,920.    1,348,630.      MT  (+/- 180 meters Scaled)
 HA0814
 HA0814                          SUPERSEDED SURVEY CONTROL
 HA0814
 HA0814  NGVD 29 (??/??/92)  124.222  (m)          407.55   (f) ADJ UNCH    2 0
 HA0814
 HA0814.Superseded values are not recommended for survey control.
 HA0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0814.See file dsdata.txt to determine how the superseded data were derived.
 HA0814
 HA0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG596165(NAD 83)
 HA0814_MARKER: DB = BENCH MARK DISK
 HA0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0814_STAMPING: A 69 1935
 HA0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0814+STABILITY: SURFACE MOTION
 HA0814
 HA0814  HISTORY     - Date     Condition        Report By
 HA0814  HISTORY     - 1935     MONUMENTED       CGS
 HA0814  HISTORY     - 1950     MARK NOT FOUND   USGS
 HA0814  HISTORY     - 1963     MARK NOT FOUND   USGS
 HA0814
 HA0814                          STATION DESCRIPTION
 HA0814
 HA0814'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 HA0814'0.1 MI N FROM NORTONVILLE.
 HA0814'0.1 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HA0814'THE STATION AT NORTONVILLE, HOPKINS COUNTY, 222 YARDS NORTH OF
 HA0814'THE NORTH SIDE OF THE STATION, 80 YARDS NORTH OF BRIDGE 244,
 HA0814'41 YARDS SOUTH OF THE CENTERLINE OF A DIRT ROAD, 12.4 FEET EAST
 HA0814'OF THE EAST RAIL, 3.5 FEET SOUTH OF A POLE, AND ABOUT 2-1/2 FEET
 HA0814'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 69 1935 AND
 HA0814'SET IN THE TOP OF A CONCRETE POST.
 HA0814
 HA0814                          STATION RECOVERY (1963)
 HA0814
 HA0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HA0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1940 ***********************************************************************
 GZ1940  DESIGNATION -  A 7
 GZ1940  PID         -  GZ1940
 GZ1940  STATE/COUNTY-  KY/HART
 GZ1940  USGS QUAD   -  HORSE CAVE (1966)
 GZ1940
 GZ1940                         *CURRENT SURVEY CONTROL
 GZ1940  ___________________________________________________________________
 GZ1940* NAD 83(1986)-  37 13 28.     (N)    085 52 47.     (W)     SCALED    
 GZ1940* NAVD 88     -       189.738  (meters)     622.50   (feet)  ADJUSTED  
 GZ1940  ___________________________________________________________________
 GZ1940  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GZ1940  DYNAMIC HT  -         189.591 (meters)     622.02  (feet)  COMP
 GZ1940  MODELED GRAV-     979,852.6   (mgal)                       NAVD 88
 GZ1940
 GZ1940  VERT ORDER  -  FIRST     CLASS II
 GZ1940
 GZ1940.The horizontal coordinates were scaled from a topographic map and have
 GZ1940.an estimated accuracy of +/- 6 seconds.
 GZ1940
 GZ1940.The orthometric height was determined by differential leveling
 GZ1940.and adjusted by the National Geodetic Survey in June 1991..
 GZ1940
 GZ1940.The geoid height was determined by GEOID03.
 GZ1940
 GZ1940.The dynamic height is computed by dividing the NAVD 88
 GZ1940.geopotential number by the normal gravity value computed on the
 GZ1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1940.degrees latitude (g = 980.6199 gals.).
 GZ1940
 GZ1940.The modeled gravity was interpolated from observed gravity values.
 GZ1940
 GZ1940;                    North         East    Units  Estimated Accuracy
 GZ1940;SPC KY1Z     - 1,098,910.    1,488,490.      MT  (+/- 180 meters Scaled)
 GZ1940
 GZ1940                          SUPERSEDED SURVEY CONTROL
 GZ1940
 GZ1940  NGVD 29 (??/??/92)  189.858  (m)          622.89   (f) ADJ UNCH    1 2
 GZ1940
 GZ1940.Superseded values are not recommended for survey control.
 GZ1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1940.See file dsdata.txt to determine how the superseded data were derived.
 GZ1940
 GZ1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG993203(NAD 83)
 GZ1940_MARKER: DB = BENCH MARK DISK
 GZ1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1940_STAMPING: A 7 1921
 GZ1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1940+STABILITY: SURFACE MOTION
 GZ1940
 GZ1940  HISTORY     - Date     Condition        Report By
 GZ1940  HISTORY     - 1921     MONUMENTED       CGS
 GZ1940  HISTORY     - 1953     GOOD             NGS
 GZ1940
 GZ1940                          STATION DESCRIPTION
 GZ1940
 GZ1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GZ1940'3.8 MI N FROM HORSE CAVE.
 GZ1940'ABOUT 3.85 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ1940'FROM THE STATION AT HORSE CAVE, ABOUT 3.8 MILES SOUTH OF THE
 GZ1940'STATION AT MUNFORDVILLE, ABOUT 1.6 MILES SOUTH OF THE OVERPASS
 GZ1940'OF STATE HIGHWAY 335 AT ROWLETTS, ABOUT 0.3 MILE NORTH OF
 GZ1940'MILE POST 77, AT A ROAD CROSSING WITH RAILROAD BRIDGE SOUTHWEST OF
 GZ1940'ROAD AND A RAILROAD CULVERT NORTHWEST OF ROAD, 27 FEET NORTHEAST
 GZ1940'OF NORTHEAST RAIL, 42 FEET NORTH OF CENTER OF CROSSING, 74 1/2
 GZ1940'FEET SOUTHWEST OF CENTER LINE OF U.S. HIGHWAY 31W, 19 1/2 FEET
 GZ1940'NORTH OF SOUTHEAST END OF NORTHEAST CONCRETE HEAD WALL OF A
 GZ1940'1 1/2-FOOT CONCRETE CULVERT UNDER TRACK, 17.4 FEET NORTHEAST OF
 GZ1940'NORTHWEST END OF SAME HEADWALL OF CULVERT, 48 1/2 FEET NORTHWEST
 GZ1940'AND ACROSS ROAD FROM A TELEPHONE POLE, 1 FOOT SOUTHEAST OF A
 GZ1940'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK
 GZ1940'AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW
 GZ1940'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1212 ***********************************************************************
 GC1212  DESIGNATION -  A 70
 GC1212  PID         -  GC1212
 GC1212  STATE/COUNTY-  KY/TODD
 GC1212  USGS QUAD   -  PEMBROKE (1981)
 GC1212
 GC1212                         *CURRENT SURVEY CONTROL
 GC1212  ___________________________________________________________________
 GC1212* NAD 83(1986)-  36 50 32.     (N)    087 18 01.     (W)     SCALED    
 GC1212* NAVD 88     -       191.324  (meters)     627.70   (feet)  ADJUSTED  
 GC1212  ___________________________________________________________________
 GC1212  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1212  DYNAMIC HT  -         191.172 (meters)     627.20  (feet)  COMP
 GC1212  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 GC1212
 GC1212  VERT ORDER  -  FIRST     CLASS I
 GC1212
 GC1212.The horizontal coordinates were scaled from a topographic map and have
 GC1212.an estimated accuracy of +/- 6 seconds.
 GC1212
 GC1212.The orthometric height was determined by differential leveling
 GC1212.and adjusted by the National Geodetic Survey in June 1991..
 GC1212
 GC1212.The geoid height was determined by GEOID03.
 GC1212
 GC1212.The dynamic height is computed by dividing the NAVD 88
 GC1212.geopotential number by the normal gravity value computed on the
 GC1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1212.degrees latitude (g = 980.6199 gals.).
 GC1212
 GC1212.The modeled gravity was interpolated from observed gravity values.
 GC1212
 GC1212;                    North         East    Units  Estimated Accuracy
 GC1212;SPC KY1Z     - 1,057,630.    1,361,720.      MT  (+/- 180 meters Scaled)
 GC1212
 GC1212                          SUPERSEDED SURVEY CONTROL
 GC1212
 GC1212  NGVD 29 (??/??/92)  191.398  (m)          627.94   (f) ADJ UNCH    1 1
 GC1212
 GC1212.Superseded values are not recommended for survey control.
 GC1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1212.See file dsdata.txt to determine how the superseded data were derived.
 GC1212
 GC1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF732774(NAD 83)
 GC1212_MARKER: DB = BENCH MARK DISK
 GC1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1212_STAMPING: A 70 1935 628.217
 GC1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1212+STABILITY: SURFACE MOTION
 GC1212
 GC1212  HISTORY     - Date     Condition        Report By
 GC1212  HISTORY     - 1935     MONUMENTED       CGS
 GC1212  HISTORY     - 1968     GOOD             NGS
 GC1212
 GC1212                          STATION DESCRIPTION
 GC1212
 GC1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1212'AT FAIRVIEW.
 GC1212'AT FAIRVIEW, AT THE JEFFERSON DAVIS MONUMENT, 0.1 MILE SOUTH OF
 GC1212'U.S. HIGHWAY 68 AND STATE HIGHWAY 80, SET IN THE TOP OF THE
 GC1212'NORTH END OF THE LOWER CONCRETE PARAPET AT THE WEST END OF THE
 GC1212'STEPS WHICH LEAD TO THE NORTH ENTRANCE TO THE MONUMENT, 23 1/2
 GC1212'FEET NORTH OF THE NORTHWEST CORNER OF THE MONUMENT, 41 1/2 FEET
 GC1212'NORTHWEST OF THE NORTHEAST CORNER OF THE MONUMENT, AND ABOUT 2
 GC1212'FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2764 ***********************************************************************
 GC2764  DESIGNATION -  A 70 RESET
 GC2764  PID         -  GC2764
 GC2764  STATE/COUNTY-  KY/CHRISTIAN
 GC2764  USGS QUAD   -  PEMBROKE (1981)
 GC2764
 GC2764                         *CURRENT SURVEY CONTROL
 GC2764  ___________________________________________________________________
 GC2764* NAD 83(1986)-  36 50 32.     (N)    087 18 01.     (W)     SCALED    
 GC2764* NAVD 88     -       191.33   (meters)     627.7    (feet)  RESET     
 GC2764  ___________________________________________________________________
 GC2764  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2764
 GC2764  VERT ORDER  -  THIRD
 GC2764
 GC2764.The horizontal coordinates were scaled from a topographic map and have
 GC2764.an estimated accuracy of +/- 6 seconds.
 GC2764
 GC2764.The orthometric height was computed from unverified reset data.
 GC2764.No vertical observational check was made to the station.
 GC2764
 GC2764.The geoid height was determined by GEOID03.
 GC2764
 GC2764;                    North         East    Units  Estimated Accuracy
 GC2764;SPC KY1Z     - 1,057,630.    1,361,720.      MT  (+/- 180 meters Scaled)
 GC2764
 GC2764                          SUPERSEDED SURVEY CONTROL
 GC2764
 GC2764  NGVD 29 (10/08/05)  191.41   (m)          628.0    (f) RESET       3  
 GC2764
 GC2764.Superseded values are not recommended for survey control.
 GC2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2764.See file dsdata.txt to determine how the superseded data were derived.
 GC2764
 GC2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF732774(NAD 83)
 GC2764_MARKER: DB = BENCH MARK DISK
 GC2764_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GC2764_SP_SET: PILLAR
 GC2764_STAMPING: A 70 1989
 GC2764_MARK LOGO: NGS   
 GC2764_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2764
 GC2764  HISTORY     - Date     Condition        Report By
 GC2764  HISTORY     - 1989     MONUMENTED       LOCSUR
 GC2764
 GC2764                          STATION DESCRIPTION
 GC2764
 GC2764'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 GC2764'IN FAIRVIEW, ON U.S. HIGHWAY 68, NEAR THE INTERSECTION OF A NORTH AND
 GC2764'SOUTH STREET, 168 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, 75
 GC2764'YARDS EAST OF THE CENTERLINE OF THE STREET, AT THE FRONT ENTRANCE TO
 GC2764'THE JEFFERSON DAVIS MONUMENT, 23.4 FEET NORTH OF THE NORTHWEST CORNER
 GC2764'OF THE MONUMENT, 15.7 FEET WEST OF THE CENTER OF THE STEPS, AND ABOUT
 GC2764'2 1/2 FEET ABOVE THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF8176 ***********************************************************************
 DF8176  DESIGNATION -  A 70 RESET
 DF8176  PID         -  DF8176
 DF8176  STATE/COUNTY-  KY/CHRISTIAN
 DF8176  USGS QUAD   -  PEMBROKE (1981)
 DF8176
 DF8176                         *CURRENT SURVEY CONTROL
 DF8176  ___________________________________________________________________
 DF8176* NAD 83(1986)-  36 50 32.     (N)    087 18 01.     (W)     SCALED    
 DF8176* NAVD 88     -       191.39   (meters)     627.9    (feet)  RESET     
 DF8176  ___________________________________________________________________
 DF8176  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DF8176
 DF8176  VERT ORDER  -  THIRD
 DF8176
 DF8176.The horizontal coordinates were scaled from a topographic map and have
 DF8176.an estimated accuracy of +/- 6 seconds.
 DF8176
 DF8176.The orthometric height was computed from unverified reset data.
 DF8176.No vertical observational check was made to the station.
 DF8176
 DF8176.The geoid height was determined by GEOID03.
 DF8176
 DF8176;                    North         East    Units  Estimated Accuracy
 DF8176;SPC KY1Z     - 1,057,630.    1,361,720.      MT  (+/- 180 meters Scaled)
 DF8176
 DF8176                          SUPERSEDED SURVEY CONTROL
 DF8176
 DF8176.No superseded survey control is available for this station.
 DF8176
 DF8176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF732774(NAD 83)
 DF8176_MARKER: DV = VERTICAL CONTROL DISK
 DF8176_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF8176_SP_SET: PARAPET WALL
 DF8176_STAMPING: A 70 RESET 2003
 DF8176_MARK LOGO: NGS   
 DF8176_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8176
 DF8176  HISTORY     - Date     Condition        Report By
 DF8176  HISTORY     - 2003     MONUMENTED       LOCENG
 DF8176
 DF8176                          STATION DESCRIPTION
 DF8176
 DF8176'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2003 (GLD)
 DF8176'TO REACH SET IN CENTER OF NEW PARAPET WALL ON NORTHWEST SIDE OF MAIN
 DF8176'JEFFERSON DAVIS MONUMENT STRUCTURE, 25.71 FEET (7.84 M) NORTH OF THE
 DF8176'NORTHWEST MONUMENT CORNER.  PARAPET WALL IS ON THE WEST SIDE OF STEPS
 DF8176'LEADING TO THE NORTH FACE OF THE MAIN STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0295 ***********************************************************************
 HA0295  DESIGNATION -  A 71
 HA0295  PID         -  HA0295
 HA0295  STATE/COUNTY-  KY/MUHLENBERG
 HA0295  USGS QUAD   -  DUNMOR (1953)
 HA0295
 HA0295                         *CURRENT SURVEY CONTROL
 HA0295  ___________________________________________________________________
 HA0295* NAD 83(1986)-  37 05 35.     (N)    086 59 42.     (W)     SCALED    
 HA0295* NAVD 88     -       155.199  (meters)     509.18   (feet)  ADJUSTED  
 HA0295  ___________________________________________________________________
 HA0295  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 HA0295  DYNAMIC HT  -         155.082 (meters)     508.80  (feet)  COMP
 HA0295  MODELED GRAV-     979,878.0   (mgal)                       NAVD 88
 HA0295
 HA0295  VERT ORDER  -  SECOND    CLASS 0
 HA0295
 HA0295.The horizontal coordinates were scaled from a topographic map and have
 HA0295.an estimated accuracy of +/- 6 seconds.
 HA0295
 HA0295.The orthometric height was determined by differential leveling
 HA0295.and adjusted by the National Geodetic Survey in June 1991..
 HA0295
 HA0295.The geoid height was determined by GEOID03.
 HA0295
 HA0295.The dynamic height is computed by dividing the NAVD 88
 HA0295.geopotential number by the normal gravity value computed on the
 HA0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0295.degrees latitude (g = 980.6199 gals.).
 HA0295
 HA0295.The modeled gravity was interpolated from observed gravity values.
 HA0295
 HA0295;                    North         East    Units  Estimated Accuracy
 HA0295;SPC KY1Z     - 1,085,060.    1,389,320.      MT  (+/- 180 meters Scaled)
 HA0295
 HA0295                          SUPERSEDED SURVEY CONTROL
 HA0295
 HA0295  NGVD 29 (??/??/92)  155.312  (m)          509.55   (f) ADJ UNCH    2 0
 HA0295
 HA0295.Superseded values are not recommended for survey control.
 HA0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0295.See file dsdata.txt to determine how the superseded data were derived.
 HA0295
 HA0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG004051(NAD 83)
 HA0295_MARKER: DB = BENCH MARK DISK
 HA0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0295_STAMPING: A 71 1935
 HA0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0295+STABILITY: SURFACE MOTION
 HA0295
 HA0295  HISTORY     - Date     Condition        Report By
 HA0295  HISTORY     - 1935     MONUMENTED       CGS
 HA0295  HISTORY     - 1943     GOOD             NGS
 HA0295
 HA0295                          STATION DESCRIPTION
 HA0295
 HA0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0295'1.4 MI SE FROM PENROD.
 HA0295'1.4 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HA0295'THE SIDING AT PENROD, MUHLENBERG COUNTY, 1.4 MILES NORTH OF THE
 HA0295'MAIN STREET CROSSING AT DUNMOR, 3 RAILS NORTHWEST OF MILEPOST 163,
 HA0295'16 RAILS NORTHWEST OF A GRAVEL-ROAD CROSSING, 29.2 FEET NORTHEAST
 HA0295'OF THE NORTHEAST RAIL, 23.5 FEET SOUTHWEST OF THE CENTERLINE OF A
 HA0295'DIRT ROAD, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 HA0295'A 71 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0304 ***********************************************************************
 HA0304  DESIGNATION -  A 73
 HA0304  PID         -  HA0304
 HA0304  STATE/COUNTY-  KY/OHIO
 HA0304  USGS QUAD   -  CROMWELL (1971)
 HA0304
 HA0304                         *CURRENT SURVEY CONTROL
 HA0304  ___________________________________________________________________
 HA0304* NAD 83(1986)-  37 22 00.     (N)    086 50 29.     (W)     SCALED    
 HA0304* NAVD 88     -       154.457  (meters)     506.75   (feet)  ADJUSTED  
 HA0304  ___________________________________________________________________
 HA0304  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HA0304  DYNAMIC HT  -         154.341 (meters)     506.37  (feet)  COMP
 HA0304  MODELED GRAV-     979,880.6   (mgal)                       NAVD 88
 HA0304
 HA0304  VERT ORDER  -  SECOND    CLASS 0
 HA0304
 HA0304.The horizontal coordinates were scaled from a topographic map and have
 HA0304.an estimated accuracy of +/- 6 seconds.
 HA0304
 HA0304.The orthometric height was determined by differential leveling
 HA0304.and adjusted by the National Geodetic Survey in June 1991..
 HA0304
 HA0304.The geoid height was determined by GEOID03.
 HA0304
 HA0304.The dynamic height is computed by dividing the NAVD 88
 HA0304.geopotential number by the normal gravity value computed on the
 HA0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0304.degrees latitude (g = 980.6199 gals.).
 HA0304
 HA0304.The modeled gravity was interpolated from observed gravity values.
 HA0304
 HA0304;                    North         East    Units  Estimated Accuracy
 HA0304;SPC KY1Z     - 1,115,250.    1,403,330.      MT  (+/- 180 meters Scaled)
 HA0304
 HA0304                          SUPERSEDED SURVEY CONTROL
 HA0304
 HA0304  NGVD 29 (??/??/92)  154.564  (m)          507.10   (f) ADJ UNCH    2 0
 HA0304
 HA0304.Superseded values are not recommended for survey control.
 HA0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0304.See file dsdata.txt to determine how the superseded data were derived.
 HA0304
 HA0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG140355(NAD 83)
 HA0304_MARKER: DB = BENCH MARK DISK
 HA0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0304_STAMPING: A 73 1935
 HA0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0304+STABILITY: SURFACE MOTION
 HA0304
 HA0304  HISTORY     - Date     Condition        Report By
 HA0304  HISTORY     - 1935     MONUMENTED       CGS
 HA0304  HISTORY     - 1940     GOOD             NGS
 HA0304
 HA0304                          STATION DESCRIPTION
 HA0304
 HA0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HA0304'3.4 MI SE FROM BEAVER DAM.
 HA0304'3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 231 FROM THE POST OFFICE
 HA0304'AT BEAVER DAM, OHIO COUNTY, AT THE TOP OF A LONG HILL, 150 YARDS
 HA0304'SOUTH OF THE EDWARD HARRIS HOUSE, OPPOSITE A BARN, 28.4 FEET
 HA0304'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET SOUTHEAST OF
 HA0304'THE CENTERLINE OF A PRIVATE ENTRANCE DRIVE, 9.2 FEET SOUTHEAST OF
 HA0304'THE SOUTHEAST GATEPOST, 1.6 FEET NORTHEAST OF A FENCE, 0.6 FOOT
 HA0304'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN
 HA0304'THE HIGHWAY.  A STANDARD DISK, STAMPED A 73 1935 AND SET IN THE TOP
 HA0304'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0188 ***********************************************************************
 HA0188  DESIGNATION -  A 75
 HA0188  PID         -  HA0188
 HA0188  STATE/COUNTY-  KY/EDMONSON
 HA0188  USGS QUAD   -  RHODA (1979)
 HA0188
 HA0188                         *CURRENT SURVEY CONTROL
 HA0188  ___________________________________________________________________
 HA0188* NAD 83(1986)-  37 08 28.     (N)    086 11 01.     (W)     SCALED    
 HA0188* NAVD 88     -       207.486  (meters)     680.73   (feet)  ADJUSTED  
 HA0188  ___________________________________________________________________
 HA0188  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HA0188  DYNAMIC HT  -         207.327 (meters)     680.21  (feet)  COMP
 HA0188  MODELED GRAV-     979,859.9   (mgal)                       NAVD 88
 HA0188
 HA0188  VERT ORDER  -  SECOND    CLASS 0
 HA0188
 HA0188.The horizontal coordinates were scaled from a topographic map and have
 HA0188.an estimated accuracy of +/- 6 seconds.
 HA0188
 HA0188.The orthometric height was determined by differential leveling
 HA0188.and adjusted by the National Geodetic Survey in June 1991..
 HA0188
 HA0188.The geoid height was determined by GEOID03.
 HA0188
 HA0188.The dynamic height is computed by dividing the NAVD 88
 HA0188.geopotential number by the normal gravity value computed on the
 HA0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0188.degrees latitude (g = 980.6199 gals.).
 HA0188
 HA0188.The modeled gravity was interpolated from observed gravity values.
 HA0188
 HA0188;                    North         East    Units  Estimated Accuracy
 HA0188;SPC KY1Z     - 1,089,740.    1,461,480.      MT  (+/- 180 meters Scaled)
 HA0188
 HA0188                          SUPERSEDED SURVEY CONTROL
 HA0188
 HA0188  NGVD 29 (??/??/92)  207.601  (m)          681.10   (f) ADJ UNCH    2 0
 HA0188
 HA0188.Superseded values are not recommended for survey control.
 HA0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0188.See file dsdata.txt to determine how the superseded data were derived.
 HA0188
 HA0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG725108(NAD 83)
 HA0188_MARKER: DB = BENCH MARK DISK
 HA0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0188_STAMPING: A 75 1935
 HA0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0188+STABILITY: SURFACE MOTION
 HA0188
 HA0188  HISTORY     - Date     Condition        Report By
 HA0188  HISTORY     - 1935     MONUMENTED       CGS
 HA0188  HISTORY     - 1943     GOOD             NGS
 HA0188
 HA0188                          STATION DESCRIPTION
 HA0188
 HA0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0188'6.4 MI NW FROM ROCKY HILL.
 HA0188'6.4 MILES NORTHWEST ALONG STATE HIGHWAY 65 FROM THE LOUISVILLE
 HA0188'AND NASHVILLE RAILROAD STATION AT ROCKY HILL, EDMONSON COUNTY,
 HA0188'7.3 MILES SOUTHEAST OF THE COUNTY COURTHOUSE AT BROWNSVILLE, 36
 HA0188'YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE R. DOSSEY HOUSE, 33
 HA0188'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A FARM DRIVEWAY,
 HA0188'24 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 22 FEET WEST
 HA0188'OF A TELEPHONE POLE, AND 2 FEET NORTH OF THE FENCE.  A STANDARD
 HA0188'DISK, STAMPED A 75 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0246 ***********************************************************************
 HA0246  DESIGNATION -  A 76
 HA0246  PID         -  HA0246
 HA0246  STATE/COUNTY-  KY/GRAYSON
 HA0246  USGS QUAD   -  CLARKSON (1967)
 HA0246
 HA0246                         *CURRENT SURVEY CONTROL
 HA0246  ___________________________________________________________________
 HA0246* NAD 83(1986)-  37 29 43.     (N)    086 13 31.     (W)     SCALED    
 HA0246* NAVD 88     -       222.465  (meters)     729.87   (feet)  ADJUSTED  
 HA0246  ___________________________________________________________________
 HA0246  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HA0246  DYNAMIC HT  -         222.298 (meters)     729.32  (feet)  COMP
 HA0246  MODELED GRAV-     979,873.3   (mgal)                       NAVD 88
 HA0246
 HA0246  VERT ORDER  -  SECOND    CLASS 0
 HA0246
 HA0246.The horizontal coordinates were scaled from a topographic map and have
 HA0246.an estimated accuracy of +/- 6 seconds.
 HA0246
 HA0246.The orthometric height was determined by differential leveling
 HA0246.and adjusted by the National Geodetic Survey in June 1991..
 HA0246
 HA0246.The geoid height was determined by GEOID03.
 HA0246
 HA0246.The dynamic height is computed by dividing the NAVD 88
 HA0246.geopotential number by the normal gravity value computed on the
 HA0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0246.degrees latitude (g = 980.6199 gals.).
 HA0246
 HA0246.The modeled gravity was interpolated from observed gravity values.
 HA0246
 HA0246;                    North         East    Units  Estimated Accuracy
 HA0246;SPC KY1Z     - 1,129,060.    1,457,970.      MT  (+/- 180 meters Scaled)
 HA0246
 HA0246                          SUPERSEDED SURVEY CONTROL
 HA0246
 HA0246  NGVD 29 (??/??/92)  222.582  (m)          730.25   (f) ADJ UNCH    2 0
 HA0246
 HA0246.Superseded values are not recommended for survey control.
 HA0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0246.See file dsdata.txt to determine how the superseded data were derived.
 HA0246
 HA0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG684500(NAD 83)
 HA0246_MARKER: DB = BENCH MARK DISK
 HA0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0246_SP_SET: BUILDING
 HA0246_STAMPING: A 76 1935
 HA0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0246
 HA0246  HISTORY     - Date     Condition        Report By
 HA0246  HISTORY     - 1935     MONUMENTED       CGS
 HA0246  HISTORY     - 1948     GOOD             USGS
 HA0246
 HA0246                          STATION DESCRIPTION
 HA0246
 HA0246'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HA0246'AT CLARKSON.
 HA0246'AT CLARKSON, GRAYSON COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 HA0246'74 YARDS SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AT THE
 HA0246'JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY 88, 50 FEET NORTH
 HA0246'OF THE CENTERLINE OF U.S. HIGHWAY 62, AT THE SOUTHWEST CORNER
 HA0246'OF A RED BRICK BUILDING OWNED AND OCCUPIED IN 1943 BY THE MILLER
 HA0246'GARAGE, IN THE SOUTH WALL, IN THE CENTER OF THE BRICK PART OF
 HA0246'THE WALL JUST WEST OF THE SOUTH ENTRANCE DOOR, AND ABOUT 4 FEET
 HA0246'ABOVE THE GROUND.  A STANDARD DISK, STAMPED A 76 1935 AND SET
 HA0246'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0705 ***********************************************************************
 HA0705  DESIGNATION -  A 77
 HA0705  PID         -  HA0705
 HA0705  STATE/COUNTY-  KY/DAVIESS
 HA0705  USGS QUAD   -  OWENSBORO EAST (1982)
 HA0705
 HA0705                         *CURRENT SURVEY CONTROL
 HA0705  ___________________________________________________________________
 HA0705* NAD 83(1986)-  37 45 09.     (N)    087 05 01.     (W)     SCALED    
 HA0705* NAVD 88     -       129.150  (meters)     423.72   (feet)  ADJUSTED  
 HA0705  ___________________________________________________________________
 HA0705  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HA0705  DYNAMIC HT  -         129.061 (meters)     423.43  (feet)  COMP
 HA0705  MODELED GRAV-     979,940.7   (mgal)                       NAVD 88
 HA0705
 HA0705  VERT ORDER  -  SECOND    CLASS 0
 HA0705
 HA0705.The horizontal coordinates were scaled from a topographic map and have
 HA0705.an estimated accuracy of +/- 6 seconds.
 HA0705
 HA0705.The orthometric height was determined by differential leveling
 HA0705.and adjusted by the National Geodetic Survey in June 1991..
 HA0705
 HA0705.The geoid height was determined by GEOID03.
 HA0705
 HA0705.The dynamic height is computed by dividing the NAVD 88
 HA0705.geopotential number by the normal gravity value computed on the
 HA0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0705.degrees latitude (g = 980.6199 gals.).
 HA0705
 HA0705.The modeled gravity was interpolated from observed gravity values.
 HA0705
 HA0705;                    North         East    Units  Estimated Accuracy
 HA0705;SPC KY1Z     - 1,158,340.    1,382,490.      MT  (+/- 180 meters Scaled)
 HA0705
 HA0705                          SUPERSEDED SURVEY CONTROL
 HA0705
 HA0705  NGVD 29 (??/??/92)  129.255  (m)          424.06   (f) ADJ UNCH    2 0
 HA0705
 HA0705.Superseded values are not recommended for survey control.
 HA0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0705.See file dsdata.txt to determine how the superseded data were derived.
 HA0705
 HA0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG926783(NAD 83)
 HA0705_MARKER: DB = BENCH MARK DISK
 HA0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0705_STAMPING: A 77 1935
 HA0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0705+STABILITY: SURFACE MOTION
 HA0705
 HA0705  HISTORY     - Date     Condition        Report By
 HA0705  HISTORY     - 1935     MONUMENTED       CGS
 HA0705  HISTORY     - 20000828 MARK NOT FOUND   LOCSUR
 HA0705
 HA0705                          STATION DESCRIPTION
 HA0705
 HA0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0705'1.8 MI SE FROM OWENSBORO.
 HA0705'1.8 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0705'STATION AT OWENSBORO, DAVIESS COUNTY, 0.2 MILE NORTHWEST OF
 HA0705'MILEPOST HB 39, 0.4 MILE SOUTHEAST OF THE BRECKINRIDGE ROAD
 HA0705'CROSSING, 22.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 22 FEET
 HA0705'SOUTH OF THE CENTERLINE OF A CINDER ROAD, 6.6 FEET SOUTHEAST
 HA0705'OF THE CENTER OF A GATE, 4.8 FEET SOUTH OF A FENCE CORNER, AND
 HA0705'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED A 77 1935 AND SET
 HA0705'IN THE TOP OF A CONCRETE POST.
 HA0705
 HA0705                          STATION RECOVERY (2000)
 HA0705
 HA0705'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JS)
 HA0705'MARK NOT FOUND BY PHOTO SCIENCE, INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0343 ***********************************************************************
 HA0343  DESIGNATION -  A 78
 HA0343  PID         -  HA0343
 HA0343  STATE/COUNTY-  KY/OHIO
 HA0343  USGS QUAD   -  ROSINE (1971)
 HA0343
 HA0343                         *CURRENT SURVEY CONTROL
 HA0343  ___________________________________________________________________
 HA0343* NAD 83(1986)-  37 27 19.     (N)    086 40 32.     (W)     SCALED    
 HA0343* NAVD 88     -       132.387  (meters)     434.34   (feet)  ADJUSTED  
 HA0343  ___________________________________________________________________
 HA0343  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA0343  DYNAMIC HT  -         132.288 (meters)     434.01  (feet)  COMP
 HA0343  MODELED GRAV-     979,883.9   (mgal)                       NAVD 88
 HA0343
 HA0343  VERT ORDER  -  SECOND    CLASS 0
 HA0343
 HA0343.The horizontal coordinates were scaled from a topographic map and have
 HA0343.an estimated accuracy of +/- 6 seconds.
 HA0343
 HA0343.The orthometric height was determined by differential leveling
 HA0343.and adjusted by the National Geodetic Survey in June 1991..
 HA0343
 HA0343.The geoid height was determined by GEOID03.
 HA0343
 HA0343.The dynamic height is computed by dividing the NAVD 88
 HA0343.geopotential number by the normal gravity value computed on the
 HA0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0343.degrees latitude (g = 980.6199 gals.).
 HA0343
 HA0343.The modeled gravity was interpolated from observed gravity values.
 HA0343
 HA0343;                    North         East    Units  Estimated Accuracy
 HA0343;SPC KY1Z     - 1,124,920.    1,418,120.      MT  (+/- 180 meters Scaled)
 HA0343
 HA0343                          SUPERSEDED SURVEY CONTROL
 HA0343
 HA0343  NGVD 29 (??/??/92)  132.496  (m)          434.70   (f) ADJ UNCH    2 0
 HA0343
 HA0343.Superseded values are not recommended for survey control.
 HA0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0343.See file dsdata.txt to determine how the superseded data were derived.
 HA0343
 HA0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG286454(NAD 83)
 HA0343_MARKER: DB = BENCH MARK DISK
 HA0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0343_STAMPING: A 78 1935
 HA0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0343+STABILITY: SURFACE MOTION
 HA0343
 HA0343  HISTORY     - Date     Condition        Report By
 HA0343  HISTORY     - 1935     MONUMENTED       CGS
 HA0343  HISTORY     - 1954     GOOD             USGS
 HA0343
 HA0343                          STATION DESCRIPTION
 HA0343
 HA0343'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HA0343'0.2 MI N FROM HORSE BRANCH.
 HA0343'0.2 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0343'STATION AT HORSE BRANCH, OHIO COUNTY, 7-1/2 RAILS NORTHEAST OF
 HA0343'THE CROSSING OF U.S. HIGHWAY 62, 16.5 FEET SOUTHEAST OF THE
 HA0343'SOUTHEAST RAIL, 2.5 FEET NORTHWEST OF PROPERTY FENCE, AND ABOUT
 HA0343'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 78 1935
 HA0343'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- LANDMARKS HAVE
 HA0343'CHANGED, AND THE AREA IS COVERED WITH ABOUT 2 FEET OF CINDERS AND
 HA0343'OTHER TRASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0116 ***********************************************************************
 HA0116  DESIGNATION -  A 79
 HA0116  PID         -  HA0116
 HA0116  STATE/COUNTY-  KY/HARDIN
 HA0116  USGS QUAD   -  SUMMIT (1991)
 HA0116
 HA0116                         *CURRENT SURVEY CONTROL
 HA0116  ___________________________________________________________________
 HA0116* NAD 83(1986)-  37 34 47.     (N)    086 03 45.     (W)     SCALED    
 HA0116* NAVD 88     -       256.406  (meters)     841.23   (feet)  ADJUSTED  
 HA0116  ___________________________________________________________________
 HA0116  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HA0116  DYNAMIC HT  -         256.211 (meters)     840.59  (feet)  COMP
 HA0116  MODELED GRAV-     979,861.9   (mgal)                       NAVD 88
 HA0116
 HA0116  VERT ORDER  -  SECOND    CLASS 0
 HA0116
 HA0116.The horizontal coordinates were scaled from a topographic map and have
 HA0116.an estimated accuracy of +/- 6 seconds.
 HA0116
 HA0116.The orthometric height was determined by differential leveling
 HA0116.and adjusted by the National Geodetic Survey in June 1991..
 HA0116
 HA0116.The geoid height was determined by GEOID03.
 HA0116
 HA0116.The dynamic height is computed by dividing the NAVD 88
 HA0116.geopotential number by the normal gravity value computed on the
 HA0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0116.degrees latitude (g = 980.6199 gals.).
 HA0116
 HA0116.The modeled gravity was interpolated from observed gravity values.
 HA0116
 HA0116;                    North         East    Units  Estimated Accuracy
 HA0116;SPC KY1Z     - 1,138,370.    1,472,400.      MT  (+/- 180 meters Scaled)
 HA0116
 HA0116                          SUPERSEDED SURVEY CONTROL
 HA0116
 HA0116  NGVD 29 (??/??/92)  256.514  (m)          841.58   (f) ADJ UNCH    2 0
 HA0116
 HA0116.Superseded values are not recommended for survey control.
 HA0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0116.See file dsdata.txt to determine how the superseded data were derived.
 HA0116
 HA0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG827595(NAD 83)
 HA0116_MARKER: DB = BENCH MARK DISK
 HA0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0116_STAMPING: A 79 1935
 HA0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0116+STABILITY: SURFACE MOTION
 HA0116
 HA0116  HISTORY     - Date     Condition        Report By
 HA0116  HISTORY     - 1935     MONUMENTED       CGS
 HA0116  HISTORY     - 1948     GOOD             USGS
 HA0116  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0116
 HA0116                          STATION DESCRIPTION
 HA0116
 HA0116'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HA0116'0.9 MI SW FROM EAST VIEW.
 HA0116'0.9 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0116'STATION AT EAST VIEW, HARDIN COUNTY, 70 FEET EAST OF TELEPHONE
 HA0116'POLE 2592, AT A ROAD CROSSING, 30.3 FEET SOUTHEAST OF THE
 HA0116'SOUTHEAST RAIL, 21 FEET NORTHEAST OF THE CENTERLINE OF THE DIRT
 HA0116'ROAD, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 HA0116'STAMPED A 79 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HA0116
 HA0116                          STATION RECOVERY (1988)
 HA0116
 HA0116'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 HA0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0371 ***********************************************************************
 HA0371  DESIGNATION -  A 80
 HA0371  PID         -  HA0371
 HA0371  STATE/COUNTY-  KY/OHIO
 HA0371  USGS QUAD   -  FORDSVILLE (1953)
 HA0371
 HA0371                         *CURRENT SURVEY CONTROL
 HA0371  ___________________________________________________________________
 HA0371* NAD 83(1986)-  37 37 45.     (N)    086 41 52.     (W)     SCALED    
 HA0371* NAVD 88     -       134.755  (meters)     442.11   (feet)  POSTED    
 HA0371  ___________________________________________________________________
 HA0371  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 HA0371  DYNAMIC HT  -         134.660 (meters)     441.80  (feet)  COMP
 HA0371  MODELED GRAV-     979,915.2   (mgal)                       NAVD 88
 HA0371
 HA0371  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HA0371
 HA0371.The horizontal coordinates were scaled from a topographic map and have
 HA0371.an estimated accuracy of +/- 6 seconds.
 HA0371
 HA0371.The orthometric height was determined by differential leveling
 HA0371.and adjusted by the National Geodetic Survey in 1992..
 HA0371.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HA0371.rate of 2.1 thru 3.0 mm/km.
 HA0371
 HA0371.The geoid height was determined by GEOID03.
 HA0371
 HA0371.The dynamic height is computed by dividing the NAVD 88
 HA0371.geopotential number by the normal gravity value computed on the
 HA0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0371.degrees latitude (g = 980.6199 gals.).
 HA0371
 HA0371.The modeled gravity was interpolated from observed gravity values.
 HA0371
 HA0371;                    North         East    Units  Estimated Accuracy
 HA0371;SPC KY1Z     - 1,144,240.    1,416,350.      MT  (+/- 180 meters Scaled)
 HA0371
 HA0371                          SUPERSEDED SURVEY CONTROL
 HA0371
 HA0371  NGVD 29 (??/??/92)  134.860  (m)          442.45   (f) ADJ UNCH    2 0
 HA0371
 HA0371.Superseded values are not recommended for survey control.
 HA0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0371.See file dsdata.txt to determine how the superseded data were derived.
 HA0371
 HA0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG266647(NAD 83)
 HA0371_MARKER: DB = BENCH MARK DISK
 HA0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0371_STAMPING: A 80 1935
 HA0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0371+STABILITY: SURFACE MOTION
 HA0371
 HA0371  HISTORY     - Date     Condition        Report By
 HA0371  HISTORY     - 1935     MONUMENTED       CGS
 HA0371
 HA0371                          STATION DESCRIPTION
 HA0371
 HA0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0371'AT ELLMITCH.
 HA0371'AT ELLMITCH, OHIO COUNTY, ON THE ABANDONED LOUISVILLE AND NASHVILLE
 HA0371'RAILROAD, IN THE NORTH ANGLE OF THE SOUTH FORK OF THE JUNCTION OF
 HA0371'THE OWENSBORO, RUSSELLVILLE AND ADAIRVILLE BRANCH, 4 RAILS NORTH
 HA0371'OF A DIRTROAD CROSSING, 10.8 FEET WEST OF THE ROADBED, 10.4 FEET
 HA0371'NORTHEAST OF THE NORTHEAST RAIL OF THE BRANCH TRACK, AND LEVEL WITH
 HA0371'THE ROADBED.  A STANDARD DISK, STAMPED A 80 1935 AND SET IN THE
 HA0371'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0018 ***********************************************************************
 HA0018  DESIGNATION -  A 81
 HA0018  PID         -  HA0018
 HA0018  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0018  USGS QUAD   -  GARFIELD (1982)
 HA0018
 HA0018                         *CURRENT SURVEY CONTROL
 HA0018  ___________________________________________________________________
 HA0018* NAD 83(1986)-  37 50 32.     (N)    086 18 27.     (W)     SCALED    
 HA0018* NAVD 88     -       175.513  (meters)     575.83   (feet)  ADJUSTED  
 HA0018  ___________________________________________________________________
 HA0018  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HA0018  DYNAMIC HT  -         175.386 (meters)     575.41  (feet)  COMP
 HA0018  MODELED GRAV-     979,902.3   (mgal)                       NAVD 88
 HA0018
 HA0018  VERT ORDER  -  SECOND    CLASS 0
 HA0018
 HA0018.The horizontal coordinates were scaled from a topographic map and have
 HA0018.an estimated accuracy of +/- 6 seconds.
 HA0018
 HA0018.The orthometric height was determined by differential leveling
 HA0018.and adjusted by the National Geodetic Survey in June 1991..
 HA0018
 HA0018.The geoid height was determined by GEOID03.
 HA0018
 HA0018.The dynamic height is computed by dividing the NAVD 88
 HA0018.geopotential number by the normal gravity value computed on the
 HA0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0018.degrees latitude (g = 980.6199 gals.).
 HA0018
 HA0018.The modeled gravity was interpolated from observed gravity values.
 HA0018
 HA0018;                    North         East    Units  Estimated Accuracy
 HA0018;SPC KY1Z     - 1,167,610.    1,450,930.      MT  (+/- 180 meters Scaled)
 HA0018
 HA0018                          SUPERSEDED SURVEY CONTROL
 HA0018
 HA0018  NGVD 29 (??/??/92)  175.633  (m)          576.22   (f) ADJ UNCH    2 0
 HA0018
 HA0018.Superseded values are not recommended for survey control.
 HA0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0018.See file dsdata.txt to determine how the superseded data were derived.
 HA0018
 HA0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG609885(NAD 83)
 HA0018_MARKER: DB = BENCH MARK DISK
 HA0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0018_STAMPING: A 81 1935
 HA0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0018+STABILITY: SURFACE MOTION
 HA0018
 HA0018  HISTORY     - Date     Condition        Report By
 HA0018  HISTORY     - 1935     MONUMENTED       CGS
 HA0018  HISTORY     - 1954     GOOD             NGS
 HA0018
 HA0018                          STATION DESCRIPTION
 HA0018
 HA0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HA0018'3.3 MI SW FROM IRVINGTON.
 HA0018'ABOUT 3.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HA0018'OF STATE HIGHWAY 448 AND THE SCHOOL AT IRVINGTON, THENCE ABOUT
 HA0018'0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 333, AT BASIN SPRINGS, AT
 HA0018'THE CROSSING OF ABANDONED GRADE OF THE LOUISVILLE AND NASHVILLE
 HA0018'RAILROAD, 105 FEET NORTH OF CENTER LINE OF HIGHWAY, 84 FEET NORTH
 HA0018'OF A 20-INCH HACKBERRY TREE, 236 FEET WEST OF NORTHWEST CORNER
 HA0018'OF A 1 1/2-STORY FARM HOUSE, 150 FEET WEST-SOUTHWEST OF SOUTHWEST
 HA0018'CORNER OF CONCRETE BLOCK WELL PUMP HOUSE, 223 FEET EAST-NORTHEAST
 HA0018'OF THE EAST END OF NORTH HEAD WALL OF A 6-FOOT CONCRETE CULVERT
 HA0018'UNDER HIGHWAY, 134 FEET NORTHWEST OF CENTER OF CROSSING OF OLD
 HA0018'RAILROAD GRADE, 130 FEET NORTH-NORTHEAST OF CENTER OF JUNCTION
 HA0018'OF A DIM ROAD LEADING SOUTH, 2 FEET NORTHWEST OF A WHITE WOODEN
 HA0018'WITNESS POST, ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE
 HA0018'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0814 ***********************************************************************
 GY0814  DESIGNATION -  A 82
 GY0814  PID         -  GY0814
 GY0814  STATE/COUNTY-  KY/PIKE
 GY0814  USGS QUAD   -  PIKEVILLE (1992)
 GY0814
 GY0814                         *CURRENT SURVEY CONTROL
 GY0814  ___________________________________________________________________
 GY0814* NAD 83(1986)-  37 28 44.     (N)    082 31 04.     (W)     SCALED    
 GY0814* NAVD 88     -       208.451  (meters)     683.89   (feet)  ADJUSTED  
 GY0814  ___________________________________________________________________
 GY0814  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GY0814  DYNAMIC HT  -         208.292 (meters)     683.37  (feet)  COMP
 GY0814  MODELED GRAV-     979,864.8   (mgal)                       NAVD 88
 GY0814
 GY0814  VERT ORDER  -  SECOND    CLASS 0
 GY0814
 GY0814.The horizontal coordinates were scaled from a topographic map and have
 GY0814.an estimated accuracy of +/- 6 seconds.
 GY0814
 GY0814.The orthometric height was determined by differential leveling
 GY0814.and adjusted by the National Geodetic Survey in June 1991..
 GY0814
 GY0814.The geoid height was determined by GEOID03.
 GY0814
 GY0814.The dynamic height is computed by dividing the NAVD 88
 GY0814.geopotential number by the normal gravity value computed on the
 GY0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0814.degrees latitude (g = 980.6199 gals.).
 GY0814
 GY0814.The modeled gravity was interpolated from observed gravity values.
 GY0814
 GY0814;                    North         East    Units  Estimated Accuracy
 GY0814;SPC KY1Z     - 1,132,090.    1,785,810.      MT  (+/- 180 meters Scaled)
 GY0814
 GY0814                          SUPERSEDED SURVEY CONTROL
 GY0814
 GY0814  NGVD 29 (??/??/92)  208.650  (m)          684.55   (f) ADJ UNCH    2 0
 GY0814
 GY0814.Superseded values are not recommended for survey control.
 GY0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0814.See file dsdata.txt to determine how the superseded data were derived.
 GY0814
 GY0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB658490(NAD 83)
 GY0814_MARKER: DB = BENCH MARK DISK
 GY0814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0814_SP_SET: BUILDING
 GY0814_STAMPING: A 82 1935 684.546
 GY0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0814
 GY0814  HISTORY     - Date     Condition        Report By
 GY0814  HISTORY     - 1935     MONUMENTED       CGS
 GY0814  HISTORY     - 1956     GOOD             NGS
 GY0814
 GY0814                          STATION DESCRIPTION
 GY0814
 GY0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0814'AT PIKEVILLE.
 GY0814'AT PIKEVILLE, ALONG MAIN STREET, SET VERTICALLY IN THE NORTHWEST
 GY0814'FACE OF THE PIKE COUNTY COURTHOUSE, 30 FEET SOUTHEAST OF THE
 GY0814'CENTER OF MAIN STREET, 1.5 FEET ABOVE SIDE WALK AND 1.2 FEET
 GY0814'NORTHEAST OF THE WEST CORNER OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0818 ***********************************************************************
 GY0818  DESIGNATION -  A 83
 GY0818  PID         -  GY0818
 GY0818  STATE/COUNTY-  KY/LETCHER
 GY0818  USGS QUAD   -  JENKINS WEST (1992)
 GY0818
 GY0818                         *CURRENT SURVEY CONTROL
 GY0818  ___________________________________________________________________
 GY0818* NAD 83(1986)-  37 10 17.     (N)    082 38 08.     (W)     SCALED    
 GY0818* NAVD 88     -       465.045  (meters)    1525.74   (feet)  ADJUSTED  
 GY0818  ___________________________________________________________________
 GY0818  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GY0818  DYNAMIC HT  -         464.646 (meters)    1524.43  (feet)  COMP
 GY0818  MODELED GRAV-     979,759.8   (mgal)                       NAVD 88
 GY0818
 GY0818  VERT ORDER  -  SECOND    CLASS 0
 GY0818
 GY0818.The horizontal coordinates were scaled from a topographic map and have
 GY0818.an estimated accuracy of +/- 6 seconds.
 GY0818
 GY0818.The orthometric height was determined by differential leveling
 GY0818.and adjusted by the National Geodetic Survey in June 1991..
 GY0818.WARNING-Repeat measurements at this control monument indicate possible
 GY0818.vertical movement.
 GY0818
 GY0818.The geoid height was determined by GEOID03.
 GY0818
 GY0818.The dynamic height is computed by dividing the NAVD 88
 GY0818.geopotential number by the normal gravity value computed on the
 GY0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0818.degrees latitude (g = 980.6199 gals.).
 GY0818
 GY0818.The modeled gravity was interpolated from observed gravity values.
 GY0818
 GY0818;                    North         East    Units  Estimated Accuracy
 GY0818;SPC KY1Z     - 1,097,630.    1,776,540.      MT  (+/- 180 meters Scaled)
 GY0818
 GY0818                          SUPERSEDED SURVEY CONTROL
 GY0818
 GY0818  NGVD 29 (??/??/92)  465.184  (m)         1526.19   (f) ADJ UNCH    2 0
 GY0818
 GY0818.Superseded values are not recommended for survey control.
 GY0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0818.See file dsdata.txt to determine how the superseded data were derived.
 GY0818
 GY0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB547151(NAD 83)
 GY0818_MARKER: DB = BENCH MARK DISK
 GY0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0818_STAMPING: A 83 1935 1526.191
 GY0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0818+STABILITY: SURFACE MOTION
 GY0818
 GY0818  HISTORY     - Date     Condition        Report By
 GY0818  HISTORY     - 1935     MONUMENTED       CGS
 GY0818  HISTORY     - 1956     GOOD             NGS
 GY0818
 GY0818                          STATION DESCRIPTION
 GY0818
 GY0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0818'AT JENKINS.
 GY0818'AT JENKINS, ALONG THE CHESAPEAKE AND OHIO RAILROAD, 0.1 MILE
 GY0818'SOUTHWEST OF THE STATION, 0.1 MILE DUE NORTH AND ACROSS A PARKING
 GY0818'AREA FROM THE POST OFFICE, 78 FEET NORTHEAST OF THE EAST CORNER OF
 GY0818'THE CHEVROLET GARAGE, 46 FEET NORTHWEST OF THE NORTHWEST RAIL
 GY0818'OF MAIN TRACK, 7.5 FEET EAST OF THE SOUTH CORNER OF ABANDONED
 GY0818'BRICK BAKERY BUILDING, 4 FEET SOUTHEAST OF THE SOUTHEAST FACE OF
 GY0818'SAME BUILDING, 7 FEET NORTHEAST OF A POWER POLE, IN THE TOP OF A
 GY0818'CONCRETE POST, ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0810 ***********************************************************************
 HY0810  DESIGNATION -  A 84
 HY0810  PID         -  HY0810
 HY0810  STATE/COUNTY-  KY/BOYD
 HY0810  USGS QUAD   -  CATLETTSBURG (1985)
 HY0810
 HY0810                         *CURRENT SURVEY CONTROL
 HY0810  ___________________________________________________________________
 HY0810* NAD 83(1986)-  38 24 59.     (N)    082 35 56.     (W)     SCALED    
 HY0810* NAVD 88     -       167.283  (meters)     548.83   (feet)  ADJUSTED  
 HY0810  ___________________________________________________________________
 HY0810  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY0810  DYNAMIC HT  -         167.170 (meters)     548.46  (feet)  COMP
 HY0810  MODELED GRAV-     979,954.8   (mgal)                       NAVD 88
 HY0810
 HY0810  VERT ORDER  -  FIRST     CLASS II
 HY0810
 HY0810.The horizontal coordinates were scaled from a topographic map and have
 HY0810.an estimated accuracy of +/- 6 seconds.
 HY0810
 HY0810.The orthometric height was determined by differential leveling
 HY0810.and adjusted by the National Geodetic Survey in June 1991..
 HY0810
 HY0810.The geoid height was determined by GEOID03.
 HY0810
 HY0810.The dynamic height is computed by dividing the NAVD 88
 HY0810.geopotential number by the normal gravity value computed on the
 HY0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0810.degrees latitude (g = 980.6199 gals.).
 HY0810
 HY0810.The modeled gravity was interpolated from observed gravity values.
 HY0810
 HY0810;                    North         East    Units  Estimated Accuracy
 HY0810;SPC KY1Z     - 1,235,830.    1,775,130.      MT  (+/- 180 meters Scaled)
 HY0810
 HY0810                          SUPERSEDED SURVEY CONTROL
 HY0810
 HY0810  NGVD 29 (??/??/92)  167.464  (m)          549.42   (f) ADJ UNCH    1 2
 HY0810
 HY0810.Superseded values are not recommended for survey control.
 HY0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0810.See file dsdata.txt to determine how the superseded data were derived.
 HY0810
 HY0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC604532(NAD 83)
 HY0810_MARKER: DB = BENCH MARK DISK
 HY0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0810_STAMPING: 549.530 A 84 1935
 HY0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0810+STABILITY: SURFACE MOTION
 HY0810
 HY0810  HISTORY     - Date     Condition        Report By
 HY0810  HISTORY     - 1935     MONUMENTED       CGS
 HY0810  HISTORY     - 1956     GOOD             NGS
 HY0810  HISTORY     - 1984     POOR             KYDT
 HY0810  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0810  HISTORY     - 20000425 MARK NOT FOUND   KYDT
 HY0810
 HY0810                          STATION DESCRIPTION
 HY0810
 HY0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0810'AT CATLETTSBURG.
 HY0810'AT CATLETTSBURG, AT THE CHESAPEAKE AND OHIO RAILWAY STATION, 13
 HY0810'FEET NORTHEAST OF NORTHEAST CORNER OF STATION, 41 FEET NORTH OF
 HY0810'EXTENDED CENTER LINE OF 26TH STREET, 24 FEET SOUTHEAST OF SOUTHEAST
 HY0810'CORNER OF FREIGHT STATION, 3.8 FEET NORTH OF SOUTHEAST CORNER OF
 HY0810'AN IRON PIPE FENCE, ABOUT 1 FOOT ABOVE LEVEL OF 26TH STREET AND
 HY0810'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HY0810
 HY0810                          STATION RECOVERY (1984)
 HY0810
 HY0810'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 HY0810'MARK RECOVERED IN POOR CONDITION.
 HY0810
 HY0810                          STATION RECOVERY (1984)
 HY0810
 HY0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0810'NOT RECOVERED, A BROKEN OFF CONCRETE POST FOUND AT THE LOCATION,
 HY0810'CONSIDER DESTROYED.
 HY0810
 HY0810                          STATION RECOVERY (2000)
 HY0810
 HY0810'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY0810'FOUND POST, TOP BROKEN OFF, MARK LOST, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0845 ***********************************************************************
 HY0845  DESIGNATION -  A 85
 HY0845  PID         -  HY0845
 HY0845  STATE/COUNTY-  KY/LAWRENCE
 HY0845  USGS QUAD   -  ADAMS (1993)
 HY0845
 HY0845                         *CURRENT SURVEY CONTROL
 HY0845  ___________________________________________________________________
 HY0845* NAD 83(1986)-  38 02 33.     (N)    082 37 46.     (W)     SCALED    
 HY0845* NAVD 88     -       180.541  (meters)     592.32   (feet)  ADJUSTED  
 HY0845  ___________________________________________________________________
 HY0845  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HY0845  DYNAMIC HT  -         180.411 (meters)     591.90  (feet)  COMP
 HY0845  MODELED GRAV-     979,911.4   (mgal)                       NAVD 88
 HY0845
 HY0845  VERT ORDER  -  SECOND    CLASS 0
 HY0845
 HY0845.The horizontal coordinates were scaled from a topographic map and have
 HY0845.an estimated accuracy of +/- 6 seconds.
 HY0845
 HY0845.The orthometric height was determined by differential leveling
 HY0845.and adjusted by the National Geodetic Survey in June 1991..
 HY0845
 HY0845.The geoid height was determined by GEOID03.
 HY0845
 HY0845.The dynamic height is computed by dividing the NAVD 88
 HY0845.geopotential number by the normal gravity value computed on the
 HY0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0845.degrees latitude (g = 980.6199 gals.).
 HY0845
 HY0845.The modeled gravity was interpolated from observed gravity values.
 HY0845
 HY0845;                    North         East    Units  Estimated Accuracy
 HY0845;SPC KY1Z     - 1,194,270.    1,773,850.      MT  (+/- 180 meters Scaled)
 HY0845
 HY0845                          SUPERSEDED SURVEY CONTROL
 HY0845
 HY0845  NGVD 29 (??/??/92)  180.756  (m)          593.03   (f) ADJ UNCH    2 0
 HY0845
 HY0845.Superseded values are not recommended for survey control.
 HY0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0845.See file dsdata.txt to determine how the superseded data were derived.
 HY0845
 HY0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC570117(NAD 83)
 HY0845_MARKER: DB = BENCH MARK DISK
 HY0845_SETTING: 80 = SET IN A BOULDER
 HY0845_SP_SET: BOULDER
 HY0845_STAMPING: A 85 1935 593.030
 HY0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0845+STABILITY: SURFACE MOTION
 HY0845
 HY0845  HISTORY     - Date     Condition        Report By
 HY0845  HISTORY     - 1935     MONUMENTED       CGS
 HY0845  HISTORY     - 1956     POOR             NGS
 HY0845
 HY0845                          STATION DESCRIPTION
 HY0845
 HY0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0845'6.4 MI S FROM LOUISA.
 HY0845'6.4 MILES SOUTH ALONG THE AND OHIO RAILROAD FROM THE STATION AT
 HY0845'LOUISA, 2 MILES NORTH OF THE STATION AT CHAPMAN, 117 FEET
 HY0845'SOUTHEAST OF OVERHEAD SIGNAL, 100 YARDS NORTHWEST OF C.H. CABIN
 HY0845'AND END OF DOUBLE TRACK, 78 FEET NORTHWEST OF MILE POST 31, 39
 HY0845'FEET NORTHWEST OF BATTERY CASE, 37.2 FEET EAST OF THE EAST
 HY0845'RAIL, SET IN THE TOP OF A SANDSTONE BOULDER ABOUT 2 FEET BELOW
 HY0845'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0806 ***********************************************************************
 GY0806  DESIGNATION -  A 87
 GY0806  PID         -  GY0806
 GY0806  STATE/COUNTY-  KY/PIKE
 GY0806  USGS QUAD   -  PIKEVILLE (1992)
 GY0806
 GY0806                         *CURRENT SURVEY CONTROL
 GY0806  ___________________________________________________________________
 GY0806* NAD 83(1986)-  37 28 51.     (N)    082 32 08.     (W)     SCALED    
 GY0806* NAVD 88     -       205.341  (meters)     673.69   (feet)  ADJUSTED  
 GY0806  ___________________________________________________________________
 GY0806  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GY0806  DYNAMIC HT  -         205.184 (meters)     673.17  (feet)  COMP
 GY0806  MODELED GRAV-     979,863.6   (mgal)                       NAVD 88
 GY0806
 GY0806  VERT ORDER  -  SECOND    CLASS 0
 GY0806
 GY0806.The horizontal coordinates were scaled from a topographic map and have
 GY0806.an estimated accuracy of +/- 6 seconds.
 GY0806
 GY0806.The orthometric height was determined by differential leveling
 GY0806.and adjusted by the National Geodetic Survey in June 1991..
 GY0806
 GY0806.The geoid height was determined by GEOID03.
 GY0806
 GY0806.The dynamic height is computed by dividing the NAVD 88
 GY0806.geopotential number by the normal gravity value computed on the
 GY0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0806.degrees latitude (g = 980.6199 gals.).
 GY0806
 GY0806.The modeled gravity was interpolated from observed gravity values.
 GY0806
 GY0806;                    North         East    Units  Estimated Accuracy
 GY0806;SPC KY1Z     - 1,132,250.    1,784,240.      MT  (+/- 180 meters Scaled)
 GY0806
 GY0806                          SUPERSEDED SURVEY CONTROL
 GY0806
 GY0806  NGVD 29 (??/??/92)  205.543  (m)          674.35   (f) ADJ UNCH    2 0
 GY0806
 GY0806.Superseded values are not recommended for survey control.
 GY0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0806.See file dsdata.txt to determine how the superseded data were derived.
 GY0806
 GY0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB642493(NAD 83)
 GY0806_MARKER: DB = BENCH MARK DISK
 GY0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0806_STAMPING: A 87 1935 674.352
 GY0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0806+STABILITY: SURFACE MOTION
 GY0806
 GY0806  HISTORY     - Date     Condition        Report By
 GY0806  HISTORY     - 1935     MONUMENTED       CGS
 GY0806  HISTORY     - 1956     GOOD             NGS
 GY0806  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY0806
 GY0806                          STATION DESCRIPTION
 GY0806
 GY0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0806'1.6 MI NW FROM PIKEVILLE.
 GY0806'1.6 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 GY0806'THE STATION AT PIKEVILLE, AT A STANDARD OIL CO. BULK STATION,
 GY0806'22 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SIDE TRACK LEADING
 GY0806'TO THE BULK STATION, 35 FEET WEST OF THE SOUTHEAST CORNER OF THE
 GY0806'OIL CO. ENCLOSURE, 1.4 FEET SOUTH OF THE FENCE LINE, SET IN THE
 GY0806'TOP OF A CONCRETE POST PROJECTING 1 INCH, AND 2 FEET BELOW LEVEL OF
 GY0806'TRACK.
 GY0806
 GY0806                          STATION RECOVERY (1976)
 GY0806
 GY0806'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2062 ***********************************************************************
 GY2062  DESIGNATION -  A 88
 GY2062  PID         -  GY2062
 GY2062  STATE/COUNTY-  KY/KNOTT
 GY2062  USGS QUAD   -  CARRIE (1992)
 GY2062
 GY2062                         *CURRENT SURVEY CONTROL
 GY2062  ___________________________________________________________________
 GY2062* NAD 83(1986)-  37 20 08.     (N)    083 06 04.     (W)     SCALED    
 GY2062* NAVD 88     -       281.269  (meters)     922.80   (feet)  ADJUSTED  
 GY2062  ___________________________________________________________________
 GY2062  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GY2062  DYNAMIC HT  -         281.045 (meters)     922.06  (feet)  COMP
 GY2062  MODELED GRAV-     979,830.1   (mgal)                       NAVD 88
 GY2062
 GY2062  VERT ORDER  -  SECOND    CLASS 0
 GY2062
 GY2062.The horizontal coordinates were scaled from a topographic map and have
 GY2062.an estimated accuracy of +/- 6 seconds.
 GY2062
 GY2062.The orthometric height was determined by differential leveling
 GY2062.and adjusted by the National Geodetic Survey in June 1991..
 GY2062
 GY2062.The geoid height was determined by GEOID03.
 GY2062
 GY2062.The dynamic height is computed by dividing the NAVD 88
 GY2062.geopotential number by the normal gravity value computed on the
 GY2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2062.degrees latitude (g = 980.6199 gals.).
 GY2062
 GY2062.The modeled gravity was interpolated from observed gravity values.
 GY2062
 GY2062;                    North         East    Units  Estimated Accuracy
 GY2062;SPC KY1Z     - 1,114,560.    1,734,700.      MT  (+/- 180 meters Scaled)
 GY2062
 GY2062                          SUPERSEDED SURVEY CONTROL
 GY2062
 GY2062  NGVD 29 (??/??/92)  281.434  (m)          923.34   (f) ADJ UNCH    2 0
 GY2062
 GY2062.Superseded values are not recommended for survey control.
 GY2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2062.See file dsdata.txt to determine how the superseded data were derived.
 GY2062
 GY2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB138341(NAD 83)
 GY2062_MARKER: DB = BENCH MARK DISK
 GY2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2062_STAMPING: A 88 1935 923.338
 GY2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2062+STABILITY: SURFACE MOTION
 GY2062
 GY2062  HISTORY     - Date     Condition        Report By
 GY2062  HISTORY     - 1935     MONUMENTED       CGS
 GY2062  HISTORY     - 1952     GOOD             NGS
 GY2062  HISTORY     - 1956     POOR             NGS
 GY2062  HISTORY     - 19940610 MARK NOT FOUND   KYDT
 GY2062  HISTORY     - 19960612 MARK NOT FOUND   KYDT
 GY2062
 GY2062                          STATION DESCRIPTION
 GY2062
 GY2062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY2062'2.4 MI E FROM DWARF.
 GY2062'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 80 FROM THE JUNCTION
 GY2062'OF STATE HIGHWAY 15 AT DWARF, AT FISTY, 55 FEET SOUTHWEST OF
 GY2062'CENTER OF NORTHWEST END OF A BRIDGE OVER TROUBLESOME CREEK
 GY2062'LEADING SOUTHEAST TO FISTY, 41 FEET SOUTHEAST OF CENTER LINE
 GY2062'OF HIGHWAY, 1 1/2 FEET NORTHEAST OF NORTHEAST FACE OF A SMALL
 GY2062'HOUSE, 9 1/2 FEET NORTHWEST OF EAST CORNER OF HOUSE, 6 1/2 FEET
 GY2062'SOUTHEAST OF NORTH CORNER OF HOUSE, 1 1/2 FEET BELOW LEVEL OF
 GY2062'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 GY2062'INCHES.
 GY2062
 GY2062                          STATION RECOVERY (1956)
 GY2062
 GY2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2062'MARK RECOVERED IN POOR CONDITION.
 GY2062
 GY2062                          STATION RECOVERY (1994)
 GY2062
 GY2062'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY2062'MARK NOT FOUND.
 GY2062
 GY2062                          STATION RECOVERY (1996)
 GY2062
 GY2062'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1519 ***********************************************************************
 GY1519  DESIGNATION -  A 89
 GY1519  PID         -  GY1519
 GY1519  STATE/COUNTY-  KY/FLOYD
 GY1519  USGS QUAD   -  MARTIN (1992)
 GY1519
 GY1519                         *CURRENT SURVEY CONTROL
 GY1519  ___________________________________________________________________
 GY1519* NAD 83(1986)-  37 32 12.     (N)    082 47 29.     (W)     SCALED    
 GY1519* NAVD 88     -       201.351  (meters)     660.60   (feet)  ADJUSTED  
 GY1519  ___________________________________________________________________
 GY1519  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GY1519  DYNAMIC HT  -         201.195 (meters)     660.09  (feet)  COMP
 GY1519  MODELED GRAV-     979,852.1   (mgal)                       NAVD 88
 GY1519
 GY1519  VERT ORDER  -  SECOND    CLASS 0
 GY1519
 GY1519.The horizontal coordinates were scaled from a topographic map and have
 GY1519.an estimated accuracy of +/- 6 seconds.
 GY1519
 GY1519.The orthometric height was determined by differential leveling
 GY1519.and adjusted by the National Geodetic Survey in June 1991..
 GY1519
 GY1519.The geoid height was determined by GEOID03.
 GY1519
 GY1519.The dynamic height is computed by dividing the NAVD 88
 GY1519.geopotential number by the normal gravity value computed on the
 GY1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1519.degrees latitude (g = 980.6199 gals.).
 GY1519
 GY1519.The modeled gravity was interpolated from observed gravity values.
 GY1519
 GY1519;                    North         East    Units  Estimated Accuracy
 GY1519;SPC KY1Z     - 1,137,690.    1,761,420.      MT  (+/- 180 meters Scaled)
 GY1519
 GY1519                          SUPERSEDED SURVEY CONTROL
 GY1519
 GY1519  NGVD 29 (??/??/92)  201.539  (m)          661.22   (f) ADJ UNCH    2 0
 GY1519
 GY1519.Superseded values are not recommended for survey control.
 GY1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1519.See file dsdata.txt to determine how the superseded data were derived.
 GY1519
 GY1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB417559(NAD 83)
 GY1519_MARKER: DB = BENCH MARK DISK
 GY1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1519_STAMPING: A 89 1935 661.216
 GY1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1519+STABILITY: SURFACE MOTION
 GY1519
 GY1519  HISTORY     - Date     Condition        Report By
 GY1519  HISTORY     - 1935     MONUMENTED       CGS
 GY1519  HISTORY     - 1952     GOOD             NGS
 GY1519  HISTORY     - 1956     GOOD             NGS
 GY1519  HISTORY     - 1980     GOOD             DOD
 GY1519
 GY1519                          STATION DESCRIPTION
 GY1519
 GY1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY1519'AT MAYTOWN.
 GY1519'AT MAYTOWN, ABOUT 0.3 MILE NORTH ALONG THE CHESAPEAKE AND OHIO
 GY1519'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 80, AT
 GY1519'KENTUCKY-VIRGINIA GAS PUMPING STATION, 53 FEET NORTHWEST AND
 GY1519'ACROSS A DRIVE FROM THE NORTHWEST RAIL OF TRACK, 21 FEET
 GY1519'SOUTHEAST OF NORTHEAST ENTRANCE TO PUMPING STATION, 108 FEET
 GY1519'WEST OF CENTER OF ROAD CROSSING, 18 FEET NORTHWEST OF CENTER
 GY1519'LINE OF DRIVE PARALLEL TO TRACK, 4 FEET WEST OF CORNER OF STEEL
 GY1519'FENCE AROUND PUMPING STATION, ABOUT 7 FEET BELOW LEVEL OF
 GY1519'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GY1519
 GY1519                          STATION RECOVERY (1956)
 GY1519
 GY1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1519'RECOVERED IN GOOD CONDITION.
 GY1519
 GY1519                          STATION RECOVERY (1980)
 GY1519
 GY1519'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0934 ***********************************************************************
 GC0934  DESIGNATION -  A 9
 GC0934  PID         -  GC0934
 GC0934  STATE/COUNTY-  KY/LOGAN
 GC0934  USGS QUAD   -  DENNIS (1983)
 GC0934
 GC0934                         *CURRENT SURVEY CONTROL
 GC0934  ___________________________________________________________________
 GC0934* NAD 83(1986)-  36 51 14.     (N)    086 50 29.     (W)     SCALED    
 GC0934* NAVD 88     -       168.499  (meters)     552.82   (feet)  ADJUSTED  
 GC0934  ___________________________________________________________________
 GC0934  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GC0934  DYNAMIC HT  -         168.367 (meters)     552.38  (feet)  COMP
 GC0934  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 GC0934
 GC0934  VERT ORDER  -  FIRST     CLASS I
 GC0934
 GC0934.The horizontal coordinates were scaled from a topographic map and have
 GC0934.an estimated accuracy of +/- 6 seconds.
 GC0934
 GC0934.The orthometric height was determined by differential leveling
 GC0934.and adjusted by the National Geodetic Survey in June 1991..
 GC0934.WARNING-Repeat measurements at this control monument indicate possible
 GC0934.vertical movement.
 GC0934
 GC0934.The geoid height was determined by GEOID03.
 GC0934
 GC0934.The dynamic height is computed by dividing the NAVD 88
 GC0934.geopotential number by the normal gravity value computed on the
 GC0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0934.degrees latitude (g = 980.6199 gals.).
 GC0934
 GC0934.The modeled gravity was interpolated from observed gravity values.
 GC0934
 GC0934;                    North         East    Units  Estimated Accuracy
 GC0934;SPC KY1Z     - 1,058,340.    1,402,660.      MT  (+/- 180 meters Scaled)
 GC0934
 GC0934                          SUPERSEDED SURVEY CONTROL
 GC0934
 GC0934  NGVD 29 (??/??/92)  168.615  (m)          553.20   (f) ADJ UNCH    1 1
 GC0934
 GC0934.Superseded values are not recommended for survey control.
 GC0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0934.See file dsdata.txt to determine how the superseded data were derived.
 GC0934
 GC0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF141786(NAD 83)
 GC0934_MARKER: DB = BENCH MARK DISK
 GC0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0934_STAMPING: A 9 1921
 GC0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0934+STABILITY: SURFACE MOTION
 GC0934
 GC0934  HISTORY     - Date     Condition        Report By
 GC0934  HISTORY     - 1921     MONUMENTED       CGS
 GC0934  HISTORY     - 1968     GOOD             NGS
 GC0934  HISTORY     - 19950912 MARK NOT FOUND   KYDT
 GC0934
 GC0934                          STATION DESCRIPTION
 GC0934
 GC0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0934'3.7 MI E FROM RUSSELLVILLE.
 GC0934'ABOUT 3.7 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0934'FROM THE STATION AT RUSSELLVILLE, 125 YARDS SOUTHEAST OF
 GC0934'MILEPOST 140, 72 FEET WEST OF THE CENTER OF A CROSSING OF THE
 GC0934'RAILROAD AND STEVENSON MILL ROAD, 34 FEET SOUTHWEST OF THE
 GC0934'SOUTHWEST RAIL, 39 FEET SOUTHEAST OF A TELEPHONE POLE, 27
 GC0934'FEET NORTHWEST OF A FENCE CORNER POST, 1 FOOT NORTHEAST OF A
 GC0934'FENCE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 8 FEET
 GC0934'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 GC0934'POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 GC0934
 GC0934                          STATION RECOVERY (1995)
 GC0934
 GC0934'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0934'AREA HAS BEEN CLEARED, MARK POSSIBLY PUSHED OUT OR COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1549 ***********************************************************************
 HY1549  DESIGNATION -  A 90
 HY1549  PID         -  HY1549
 HY1549  STATE/COUNTY-  KY/ELLIOTT
 HY1549  USGS QUAD   -  SANDY HOOK (1978)
 HY1549
 HY1549                         *CURRENT SURVEY CONTROL
 HY1549  ___________________________________________________________________
 HY1549* NAD 83(1986)-  38 04 29.     (N)    083 09 09.     (W)     SCALED    
 HY1549* NAVD 88     -       219.581  (meters)     720.41   (feet)  ADJUSTED  
 HY1549  ___________________________________________________________________
 HY1549  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HY1549  DYNAMIC HT  -         219.427 (meters)     719.90  (feet)  COMP
 HY1549  MODELED GRAV-     979,919.0   (mgal)                       NAVD 88
 HY1549
 HY1549  VERT ORDER  -  SECOND    CLASS 0
 HY1549
 HY1549.The horizontal coordinates were scaled from a topographic map and have
 HY1549.an estimated accuracy of +/- 6 seconds.
 HY1549
 HY1549.The orthometric height was determined by differential leveling
 HY1549.and adjusted by the National Geodetic Survey in June 1991..
 HY1549
 HY1549.The geoid height was determined by GEOID03.
 HY1549
 HY1549.The dynamic height is computed by dividing the NAVD 88
 HY1549.geopotential number by the normal gravity value computed on the
 HY1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1549.degrees latitude (g = 980.6199 gals.).
 HY1549
 HY1549.The modeled gravity was interpolated from observed gravity values.
 HY1549
 HY1549;                    North         East    Units  Estimated Accuracy
 HY1549;SPC KY1Z     - 1,196,440.    1,727,860.      MT  (+/- 180 meters Scaled)
 HY1549
 HY1549                          SUPERSEDED SURVEY CONTROL
 HY1549
 HY1549  NGVD 29 (??/??/92)  219.754  (m)          720.98   (f) ADJ UNCH    2 0
 HY1549
 HY1549.Superseded values are not recommended for survey control.
 HY1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1549.See file dsdata.txt to determine how the superseded data were derived.
 HY1549
 HY1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC111162(NAD 83)
 HY1549_MARKER: DB = BENCH MARK DISK
 HY1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1549_STAMPING: A 90 1935 720.976
 HY1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1549+STABILITY: SURFACE MOTION
 HY1549
 HY1549  HISTORY     - Date     Condition        Report By
 HY1549  HISTORY     - 1935     MONUMENTED       CGS
 HY1549  HISTORY     - 1955     GOOD             NGS
 HY1549
 HY1549                          STATION DESCRIPTION
 HY1549
 HY1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1549'1.6 MI SW FROM SANDY HOOK.
 HY1549'1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 HY1549'AT SANDY HOOK, 300 FEET EAST OF THE HIGHWAY, 200 FEET SOUTHEAST
 HY1549'OF THE SOUTHEAST CORNER OF THE J.W. HORTON HOME, 2.8 FEET EAST
 HY1549'OF THE EAST GARDEN FENCE.  ON WEST EDGE OF CULTIVATED FIELD,
 HY1549'BETWEEN FIELD AND GARDEN.  ABOUT 15 FEET BELOW THE LEVEL OF
 HY1549'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1865 ***********************************************************************
 GY1865  DESIGNATION -  A 91
 GY1865  PID         -  GY1865
 GY1865  STATE/COUNTY-  KY/MAGOFFIN
 GY1865  USGS QUAD   -  WHITE OAK (1965)
 GY1865
 GY1865                         *CURRENT SURVEY CONTROL
 GY1865  ___________________________________________________________________
 GY1865* NAD 83(1986)-  37 49 05.     (N)    083 09 30.     (W)     SCALED    
 GY1865* NAVD 88     -       257.627  (meters)     845.23   (feet)  ADJUSTED  
 GY1865  ___________________________________________________________________
 GY1865  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GY1865  DYNAMIC HT  -         257.436 (meters)     844.60  (feet)  COMP
 GY1865  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 GY1865
 GY1865  VERT ORDER  -  SECOND    CLASS 0
 GY1865
 GY1865.The horizontal coordinates were scaled from a topographic map and have
 GY1865.an estimated accuracy of +/- 6 seconds.
 GY1865
 GY1865.The orthometric height was determined by differential leveling
 GY1865.and adjusted by the National Geodetic Survey in June 1991..
 GY1865
 GY1865.The geoid height was determined by GEOID03.
 GY1865
 GY1865.The dynamic height is computed by dividing the NAVD 88
 GY1865.geopotential number by the normal gravity value computed on the
 GY1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1865.degrees latitude (g = 980.6199 gals.).
 GY1865
 GY1865.The modeled gravity was interpolated from observed gravity values.
 GY1865
 GY1865;                    North         East    Units  Estimated Accuracy
 GY1865;SPC KY1Z     - 1,167,950.    1,728,140.      MT  (+/- 180 meters Scaled)
 GY1865
 GY1865                          SUPERSEDED SURVEY CONTROL
 GY1865
 GY1865  NGVD 29 (??/??/92)  257.812  (m)          845.84   (f) ADJ UNCH    2 0
 GY1865
 GY1865.Superseded values are not recommended for survey control.
 GY1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1865.See file dsdata.txt to determine how the superseded data were derived.
 GY1865
 GY1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB100878(NAD 83)
 GY1865_MARKER: DB = BENCH MARK DISK
 GY1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1865_STAMPING: A 91 1935 845.838
 GY1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1865+STABILITY: SURFACE MOTION
 GY1865
 GY1865  HISTORY     - Date     Condition        Report By
 GY1865  HISTORY     - 1935     MONUMENTED       CGS
 GY1865  HISTORY     - 1955     GOOD             NGS
 GY1865
 GY1865                          STATION DESCRIPTION
 GY1865
 GY1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1865'9.8 MI NW FROM SALYERSVILLE.
 GY1865'9.8 MILES NORTHWEST ALONG U.S. HIGHWAY 460 AND STATE HIGHWAY 7,
 GY1865'FROM THE COURTHOUSE IN SALYERSVILLE, 12.1 MILES SOUTHEAST FROM
 GY1865'WEST LIBERTY ALONG THESE SAME HIGHWAYS, 1.25 MILE SOUTHEAST
 GY1865'OF THE MORGAN - MAGOFFIN COUNTY LINE, AT THE NORTH CORNER OF
 GY1865'GARDEN, 28 FEET SOUTH OF THE SOUTHWEST END OF CONCRETE CULVERT
 GY1865'UNDER THE HIGHWAY, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GY1865'HIGHWAY, 7 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 16 FEET
 GY1865'SOUTHEAST OF THE NORTHWEST GARDEN FENCE, 1 FOOT BELOW THE LEVEL
 GY1865'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0899 ***********************************************************************
 HY0899  DESIGNATION -  A 92
 HY0899  PID         -  HY0899
 HY0899  STATE/COUNTY-  KY/LAWRENCE
 HY0899  USGS QUAD   -  MAZIE (1978)
 HY0899
 HY0899                         *CURRENT SURVEY CONTROL
 HY0899  ___________________________________________________________________
 HY0899* NAD 83(1986)-  38 01 35.     (N)    082 58 14.     (W)     SCALED    
 HY0899* NAVD 88     -       223.772  (meters)     734.16   (feet)  ADJUSTED  
 HY0899  ___________________________________________________________________
 HY0899  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HY0899  DYNAMIC HT  -         223.612 (meters)     733.63  (feet)  COMP
 HY0899  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 HY0899
 HY0899  VERT ORDER  -  SECOND    CLASS 0
 HY0899
 HY0899.The horizontal coordinates were scaled from a topographic map and have
 HY0899.an estimated accuracy of +/- 6 seconds.
 HY0899
 HY0899.The orthometric height was determined by differential leveling
 HY0899.and adjusted by the National Geodetic Survey in June 1991..
 HY0899
 HY0899.The geoid height was determined by GEOID03.
 HY0899
 HY0899.The dynamic height is computed by dividing the NAVD 88
 HY0899.geopotential number by the normal gravity value computed on the
 HY0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0899.degrees latitude (g = 980.6199 gals.).
 HY0899
 HY0899.The modeled gravity was interpolated from observed gravity values.
 HY0899
 HY0899;                    North         East    Units  Estimated Accuracy
 HY0899;SPC KY1Z     - 1,191,530.    1,743,980.      MT  (+/- 180 meters Scaled)
 HY0899
 HY0899                          SUPERSEDED SURVEY CONTROL
 HY0899
 HY0899  NGVD 29 (??/??/92)  223.961  (m)          734.78   (f) ADJ UNCH    2 0
 HY0899
 HY0899.Superseded values are not recommended for survey control.
 HY0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0899.See file dsdata.txt to determine how the superseded data were derived.
 HY0899
 HY0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC270105(NAD 83)
 HY0899_MARKER: DB = BENCH MARK DISK
 HY0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0899_STAMPING: A 92 1935 734.779
 HY0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0899+STABILITY: SURFACE MOTION
 HY0899
 HY0899  HISTORY     - Date     Condition        Report By
 HY0899  HISTORY     - 1935     MONUMENTED       CGS
 HY0899  HISTORY     - 1955     GOOD             NGS
 HY0899
 HY0899                          STATION DESCRIPTION
 HY0899
 HY0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0899'8 MI W FROM BLAINE.
 HY0899'8.05 MILES WEST ALONG STATE HIGHWAY 32 FROM THE BANK AND ROAD
 HY0899'FORK AT BLAINE, 11.25 MILE SOUTHEAST ALONG STATE HIGHWAY FROM
 HY0899'SANDY HOOK, 150 FEET SOUTH OF THE HIGHWAY IN CULTIVATED FIELD,
 HY0899'82.8 FEET NORTHEAST OF AN APPLE TREE 48.0 FEET WEST OF THE
 HY0899'CENTER OF DRIVE TO MRS. E.J. PHILLIPS HOUSE, 44.5 FEET SOUTHEAST
 HY0899'OF A COTTONWOOD TREE, 42.5 FEET NORTHWEST OF A POWER POLE WITH
 HY0899'TRANSFORMER, 40.0 FEET SOUTH OF THE NORTH EDGE OF FIELD, ABOUT
 HY0899'20 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5805 ***********************************************************************
 AC5805  SACS        -  This is a Secondary Airport Control Station.
 AC5805  DESIGNATION -  AAS A
 AC5805  PID         -  AC5805
 AC5805  STATE/COUNTY-  KY/TAYLOR
 AC5805  USGS QUAD   -  CAMPBELLSVILLE (1987)
 AC5805
 AC5805                         *CURRENT SURVEY CONTROL
 AC5805  ___________________________________________________________________
 AC5805* NAD 83(1993)-  37 21 11.47307(N)    085 19 02.12064(W)     ADJUSTED  
 AC5805* NAVD 88     -       264.05   (meters)     866.3    (feet)  GPS OBS   
 AC5805  ___________________________________________________________________
 AC5805  X           -     414,436.391 (meters)                     COMP
 AC5805  Y           -  -5,059,546.387 (meters)                     COMP
 AC5805  Z           -   3,848,764.984 (meters)                     COMP
 AC5805  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AC5805  ELLIP HEIGHT-         231.72  (meters)          (01/09/97) GPS OBS
 AC5805  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 AC5805
 AC5805  HORZ ORDER  -  FIRST
 AC5805  ELLP ORDER  -  THIRD     CLASS I
 AC5805
 AC5805.This mark is at Taylor County Airport (AAS)
 AC5805
 AC5805.The horizontal coordinates were established by GPS observations
 AC5805.and adjusted by the National Geodetic Survey in January 1997..
 AC5805
 AC5805.The orthometric height was determined by GPS observations and a
 AC5805.high-resolution geoid model.
 AC5805
 AC5805.GPS derived orthometric heights for airport stations designated as
 AC5805.PACS or SACS are published to 2 decimal places.  This maintains
 AC5805.centimeter relative accuracy between the PACS and SACS.  It does
 AC5805.not indicate centimeter accuracy relative to other marks which are
 AC5805.part of the NAVD 88 network.
 AC5805
 AC5805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5805
 AC5805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5805
 AC5805.The ellipsoidal height was determined by GPS observations
 AC5805.and is referenced to NAD 83.
 AC5805
 AC5805.The geoid height was determined by GEOID03.
 AC5805
 AC5805;                    North         East     Units Scale Factor Converg.
 AC5805;SPC KY1Z     - 1,113,275.804 1,538,338.203   MT  0.99994637   +0 15 56.5
 AC5805;SPC KY1Z     - 3,652,472.37  5,047,031.25   sFT  0.99994637   +0 15 56.5
 AC5805;SPC KY S     -   613,265.196   538,338.172   MT  0.99994546   +0 15 44.8
 AC5805;SPC KY S     - 2,012,020.90  1,766,197.82   sFT  0.99994546   +0 15 44.8
 AC5805;UTM  16      - 4,135,381.773   649,034.316   MT  0.99987360   +1 01 16.2
 AC5805
 AC5805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5805!SPC KY1Z     -   0.99996364  x   0.99994637  =   0.99991001
 AC5805!SPC KY S     -   0.99996364  x   0.99994546  =   0.99990910
 AC5805!UTM  16      -   0.99996364  x   0.99987360  =   0.99983724
 AC5805
 AC5805:                Primary Azimuth Mark                     Grid Az
 AC5805:SPC KY1Z     -  CAMPPORT                                 048 40 15.5
 AC5805:SPC KY S     -  CAMPPORT                                 048 40 27.2
 AC5805:UTM  16      -  CAMPPORT                                 047 54 55.8
 AC5805
 AC5805|---------------------------------------------------------------------|
 AC5805| PID    Reference Object                     Distance      Geod. Az  |
 AC5805|                                                           dddmmss.s |
 AC5805| GZ3027 CAMPPORT                            461.147 METERS 0485612.0 |
 AC5805|---------------------------------------------------------------------|
 AC5805
 AC5805                          SUPERSEDED SURVEY CONTROL
 AC5805
 AC5805.No superseded survey control is available for this station.
 AC5805
 AC5805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4903435382(NAD 83)
 AC5805_MARKER: DD = SURVEY DISK
 AC5805_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC5805_STAMPING: AAS A 1995
 AC5805_MARK LOGO: NGS   
 AC5805_PROJECTION: FLUSH
 AC5805_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5805+STABILITY: SURFACE MOTION
 AC5805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5805+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1996
 AC5805_ROD/PIPE-DEPTH:  0.9 meters
 AC5805
 AC5805  HISTORY     - Date     Condition        Report By
 AC5805  HISTORY     - 1995     MONUMENTED       LOWE
 AC5805  HISTORY     - 19960803 GOOD             NGS
 AC5805
 AC5805                          STATION DESCRIPTION
 AC5805
 AC5805'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5805'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHEAST OF CAMPBELLSVILLE
 AC5805'AT THE TAYLOR COUNTY AIRPORT, AIRPORT MANAGER IS RON MORRISON
 AC5805'TELEPHONE NUMBER 502-465-5562.  TO REACH FROM THE FAIRGROUNDS ON U.S.
 AC5805'HIGHWAY 68 AND STATE ROAD 55 AND STATE ROAD 1799, GO SOUTH ON STATE
 AC5805'ROAD 1799 0.56 KM (0.35 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 AC5805'NORTHEAST 0.56 KM (0.35 MI) TO THE AIRPORT OFFICE ON THE RIGHT AND
 AC5805'GATE AHEAD.  PASS THROUGH GATE AND GO 0.08 KM (0.05 MI) SOUTHEAST EAST
 AC5805'ACROSS RAMP TO TAXIWAY.  TURN RIGHT AND GO SOUTH ON TAXIWAY 0.56 KM
 AC5805'(0.35 MI) TO STATION ON THE LEFT.  THE STATION IS THE CENTER OF A 0.05
 AC5805'M (0.16 FT) SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO
 AC5805'PIPE, RECESSED 0.07 M (0.23 FT) BELOW GROUND LEVEL AND ENCASED IN A
 AC5805'0.16M PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO
 AC5805'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR
 AC5805'PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS 30.2 M
 AC5805'(99.1 FT) DUE WEST FROM A WHITE SQUARE ELECTRICAL DISTRIBUTION BOX FOR
 AC5805'THE RUNWAY APPROACH LIGHTS. 15.5 M (50.9 FT) NORTHWEST FROM THE
 AC5805'EXTENDED CENTERLINE OF THE RUNWAY.  9.4 M (30.8 FT) NORTHEAST OF A
 AC5805'FENCE.  THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
 AC5805
 AC5805                          STATION RECOVERY (1996)
 AC5805
 AC5805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 AC5805'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  AIRPORT MANAGER IS
 AC5805'CATHEY JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2026 ***********************************************************************
 HZ2026  DESIGNATION -  ABBOTT
 HZ2026  PID         -  HZ2026
 HZ2026  STATE/COUNTY-  KY/TRIMBLE
 HZ2026  USGS QUAD   -  BEDFORD (1984)
 HZ2026
 HZ2026                         *CURRENT SURVEY CONTROL
 HZ2026  ___________________________________________________________________
 HZ2026* NAD 83(1993)-  38 31 19.89451(N)    085 19 27.88068(W)     ADJUSTED  
 HZ2026* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 HZ2026  ___________________________________________________________________
 HZ2026  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HZ2026  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HZ2026
 HZ2026  HORZ ORDER  -  SECOND
 HZ2026
 HZ2026.The horizontal coordinates were established by classical geodetic methods
 HZ2026.and adjusted by the National Geodetic Survey in April 1998..
 HZ2026
 HZ2026.The orthometric height was scaled from a topographic map.
 HZ2026
 HZ2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2026
 HZ2026.The geoid height was determined by GEOID03.
 HZ2026
 HZ2026;                    North         East     Units Scale Factor Converg.
 HZ2026;SPC KY1Z     - 1,243,015.698 1,537,112.583   MT  0.99996837   +0 15 40.7
 HZ2026;SPC KY1Z     - 4,078,127.34  5,043,010.20   sFT  0.99996837   +0 15 40.7
 HZ2026;SPC KY N     -   114,007.245   406,310.530   MT  0.99996254   -0 40 06.1
 HZ2026;SPC KY N     -   374,038.77  1,333,037.13   sFT  0.99996254   -0 40 06.1
 HZ2026;SPC IN E     -   363,511.772   129,845.765   MT  0.99997763   +0 12 47.4
 HZ2026;SPC IN E     - 1,192,621.54    426,002.31   sFT  0.99997763   +0 12 47.4
 HZ2026;UTM  16      - 4,265,086.444   646,067.647   MT  0.99986275   +1 02 37.6
 HZ2026
 HZ2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2026!SPC KY1Z     -   0.99995980  x   0.99996837  =   0.99992818
 HZ2026!SPC KY N     -   0.99995980  x   0.99996254  =   0.99992235
 HZ2026!SPC IN E     -   0.99995980  x   0.99997763  =   0.99993744
 HZ2026!UTM  16      -   0.99995980  x   0.99986275  =   0.99982256
 HZ2026
 HZ2026|---------------------------------------------------------------------|
 HZ2026| PID    Reference Object                     Distance      Geod. Az  |
 HZ2026|                                                           dddmmss.s |
 HZ2026| CG7010 ABBOTT RM 1                          19.983 METERS 16045     |
 HZ2026| HZ2109 FORD                                APPROX. 6.4 KM 2241324.6 |
 HZ2026| CG7009 ABBOTT AZ MK                                       2581623.1 |
 HZ2026| CG7011 ABBOTT RM 2                          16.624 METERS 26812     |
 HZ2026|---------------------------------------------------------------------|
 HZ2026
 HZ2026                          SUPERSEDED SURVEY CONTROL
 HZ2026
 HZ2026  NAD 83(1993)-  38 31 19.89442(N)    085 19 27.88086(W) AD(       ) 2
 HZ2026  NAD 83(1986)-  38 31 19.89808(N)    085 19 27.88800(W) AD(       ) 2
 HZ2026  NAD 27      -  38 31 19.67100(N)    085 19 28.04500(W) AD(       ) 2
 HZ2026
 HZ2026.Superseded values are not recommended for survey control.
 HZ2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2026.See file dsdata.txt to determine how the superseded data were derived.
 HZ2026
 HZ2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4606865086(NAD 83)
 HZ2026_MARKER: DS = TRIANGULATION STATION DISK
 HZ2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2026
 HZ2026  HISTORY     - Date     Condition        Report By
 HZ2026  HISTORY     - 1947     MONUMENTED       CGS
 HZ2026  HISTORY     - 1949     GOOD             CGS
 HZ2026  HISTORY     - 1955     GOOD             CGS
 HZ2026  HISTORY     - 1963     GOOD             CGS
 HZ2026
 HZ2026                          STATION DESCRIPTION
 HZ2026
 HZ2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2026'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF BEDFORD, 2-1/4 MILES
 HZ2026'NORTH-NORTHWEST OF SLIGO, AND ON LAND OWNED BY MR.  R.D. BURROWS.
 HZ2026'IT IS ABOUT 100 YARDS EAST OF U.S. HIGHWAY 42, 70 FEET SOUTHWEST OF
 HZ2026'THE NORTHWEST CORNER OF A CEMETERY, 66 FEET NORTHWEST OF THE
 HZ2026'SOUTHWEST CORNER OF THE CEMETERY, 21 FEET SOUTHEAST OF A WITNESS
 HZ2026'POST, AND 20 FEET SOUTHEAST OF A WIRE FENCE. THE MARK IS FLUSH
 HZ2026'WITH THE GROUND, AND THE DISK IS STAMPED ABBOTT 1947.
 HZ2026'
 HZ2026'REFERENCE MARK NO. 1 IS 65.56 FEET SOUTH-SOUTHEAST OF THE STATION AND
 HZ2026'38.5 FEET WEST OF THE SOUTHWEST CORNER OF THE CEMETERY. THE MARK
 HZ2026'PROJECTS 4 IN. AND THE DISK IS STAMPED ABBOTT NO 1 1947.
 HZ2026'
 HZ2026'REFERENCE MARK NO. 2 IS 54.54 FEET WEST OF THE STATION AND 1 FOOT
 HZ2026'SOUTH OF A WIRE FENCE. THE MARK PROJECTS 4INCHES, AND THE DISK IS
 HZ2026'STAMPED ABBOTT NO. 2 1947.
 HZ2026'
 HZ2026'THE AZIMUTH MARK IS 0.15 MILE WEST-SOUTHWEST OF THE STATION, 34 FEET
 HZ2026'EAST OF THE CENTERLINE OF THE HIGHWAY, 16.6 FEET SOUTH OF THE
 HZ2026'APPROXIMATE CENTERLINE OF A DRIVEWAY, AND 3 FEET NORTH OF A WITNESS
 HZ2026'POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 HZ2026'ABBOTT 1947.
 HZ2026'
 HZ2026'TO REACH THE STATION FROM THE COURTHOUSE IN BEDFORD, GO SOUTHWEST ON
 HZ2026'U.S. HIGHWAY 42 FOR 5.8 MILES TO THE AZIMUTH MARK ON THE LEFT.
 HZ2026'CONTINUE SOUTHWEST AROUND A CURVE IN THE HIGHWAY FOR 0.15 MILE TO A
 HZ2026'WIRE GATE ON THE LEFT. TURN LEFT, SOUTHEAST, AND GO 0.05 MILE
 HZ2026'TO THE TOP OF THE KNOLL AT THE CEMETERY AND THE STATION.
 HZ2026'
 HZ2026'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HZ2026
 HZ2026                          STATION RECOVERY (1949)
 HZ2026
 HZ2026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2026'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HZ2026'GOOD CONDITION. DISTANCE AND DIRECTION TO ALL MARKS WERE
 HZ2026'CHECKED AS NOTED ABOVE.
 HZ2026'DESCRIPTION IS ADEQUATE.
 HZ2026'
 HZ2026'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HZ2026
 HZ2026                          STATION RECOVERY (1955)
 HZ2026
 HZ2026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 HZ2026'STATION RECOVERED AS DESCRIBED.
 HZ2026'
 HZ2026'THE AZIMUTH MARK WAS MOVED ON LINE AND AWAY FROM THE STATION ABOUT 78
 HZ2026'FEET TO PERMIT CONSTRUCTION OF A FILLING STATION BY MR.
 HZ2026'STANLEY WILLIAMS, BOX 11, BEDFORD, KENTUCKY.
 HZ2026'
 HZ2026'THE AZIMUTH MARK, STAMPED ABBOTT 1947 RESET 1955 IS A STANDARD DISK
 HZ2026'SET IN CONCRETE AND IS 29 FEET SOUTH WESTOF THE CENTER LINE OF
 HZ2026'U.S. HIGHWAY 42, 41 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AT THE
 HZ2026'INTERSECTION OF MR. STANLEY WILLIAMS DRIVEWAY AND ABOUT 78
 HZ2026'FEET WEST-SOUTH W. OF ITS ORIGINAL POSITION. THE MARK IS FLUSH WITH
 HZ2026'THE GROUND.
 HZ2026
 HZ2026                          STATION RECOVERY (1963)
 HZ2026
 HZ2026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ2026'STATION MARK ABBOTT 1947 LOCATED STATION PINPOINTED BY VISUAL
 HZ2026'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1861 ***********************************************************************
 GZ1861  DESIGNATION -  ABELL
 GZ1861  PID         -  GZ1861
 GZ1861  STATE/COUNTY-  KY/CASEY
 GZ1861  USGS QUAD   -  CLEMENTSVILLE (1987)
 GZ1861
 GZ1861                         *CURRENT SURVEY CONTROL
 GZ1861  ___________________________________________________________________
 GZ1861* NAD 83(1993)-  37 15 14.05575(N)    085 01 27.36013(W)     ADJUSTED  
 GZ1861* NAVD 88     -       318.161  (meters)    1043.83   (feet)  ADJUSTED  
 GZ1861  ___________________________________________________________________
 GZ1861  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 GZ1861  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GZ1861  DYNAMIC HT  -         317.906 (meters)    1043.00  (feet)  COMP
 GZ1861  MODELED GRAV-     979,820.6   (mgal)                       NAVD 88
 GZ1861
 GZ1861  HORZ ORDER  -  SECOND
 GZ1861  VERT ORDER  -  SECOND    CLASS 0
 GZ1861
 GZ1861.The horizontal coordinates were established by classical geodetic methods
 GZ1861.and adjusted by the National Geodetic Survey in December 1995..
 GZ1861
 GZ1861.The orthometric height was determined by differential leveling
 GZ1861.and adjusted by the National Geodetic Survey in June 1991..
 GZ1861
 GZ1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1861
 GZ1861.The geoid height was determined by GEOID03.
 GZ1861
 GZ1861.The dynamic height is computed by dividing the NAVD 88
 GZ1861.geopotential number by the normal gravity value computed on the
 GZ1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1861.degrees latitude (g = 980.6199 gals.).
 GZ1861
 GZ1861.The modeled gravity was interpolated from observed gravity values.
 GZ1861
 GZ1861;                    North         East     Units Scale Factor Converg.
 GZ1861;SPC KY1Z     - 1,102,419.034 1,564,380.309   MT  0.99996355   +0 26 44.1
 GZ1861;SPC KY1Z     - 3,616,853.11  5,132,471.06   sFT  0.99996355   +0 26 44.1
 GZ1861;SPC KY S     -   602,406.550   564,379.218   MT  0.99994638   +0 26 24.5
 GZ1861;SPC KY S     - 1,976,395.49  1,851,634.15   sFT  0.99994638   +0 26 24.5
 GZ1861;UTM  16      - 4,124,868.580   675,216.092   MT  0.99997819   +1 11 46.7
 GZ1861
 GZ1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1861!SPC KY1Z     -   0.99995507  x   0.99996355  =   0.99991862
 GZ1861!SPC KY S     -   0.99995507  x   0.99994638  =   0.99990145
 GZ1861!UTM  16      -   0.99995507  x   0.99997819  =   0.99993326
 GZ1861
 GZ1861|---------------------------------------------------------------------|
 GZ1861| PID    Reference Object                     Distance      Geod. Az  |
 GZ1861|                                                           dddmmss.s |
 GZ1861| GZ2705 TT 127 M                             14.270 METERS 00002     |
 GZ1861| CG7013 ABELL RM 1                           54.876 METERS 01214     |
 GZ1861| GZ2988 ELLETT                              APPROX.14.8 KM 0782512.3 |
 GZ1861| GZ1859 ABELL AZ MK                                        0794459.9 |
 GZ1861| GZ1862 ABELL RM 2                           39.188 METERS 13100     |
 GZ1861| GZ1858 ABELL RM 3                           51.272 METERS 35402     |
 GZ1861|---------------------------------------------------------------------|
 GZ1861
 GZ1861                          SUPERSEDED SURVEY CONTROL
 GZ1861
 GZ1861  NAD 83(1986)-  37 15 14.06575(N)    085 01 27.37085(W) AD(       ) 2
 GZ1861  NAD 27      -  37 15 13.81000(N)    085 01 27.53000(W) AD(       ) 2
 GZ1861  NGVD 29 (??/??/92)  318.299  (m)         1044.29   (f) ADJ UNCH    2 0
 GZ1861
 GZ1861.Superseded values are not recommended for survey control.
 GZ1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1861.See file dsdata.txt to determine how the superseded data were derived.
 GZ1861
 GZ1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG7521624869(NAD 83)
 GZ1861_MARKER: DS = TRIANGULATION STATION DISK
 GZ1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1861_STAMPING: ABELL 1935 1044.286
 GZ1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1861+STABILITY: SURFACE MOTION
 GZ1861
 GZ1861  HISTORY     - Date     Condition        Report By
 GZ1861  HISTORY     - 1935     MONUMENTED       CGS
 GZ1861  HISTORY     - 1938     GOOD             KYHD
 GZ1861  HISTORY     - 1951     GOOD             CGS
 GZ1861  HISTORY     - 1951     GOOD             NGS
 GZ1861  HISTORY     - 1958     GOOD             CGS
 GZ1861  HISTORY     - 1958     GOOD             NGS
 GZ1861
 GZ1861                          STATION DESCRIPTION
 GZ1861
 GZ1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GZ1861'STATION IS ON THE PROPERTY OF NEAL ABELL ON THE DIVIDING RIDGE
 GZ1861'BETWEEN GARRETT CREEK AND RIFFE CREEK, AT THE ROAD FORKS AT THE SITE
 GZ1861'OF OLD RHEBERT POST OFFICE (NOW DISCONTINUED), IN THE NW CORNER OF A
 GZ1861'SMALL WOODLOT, ABOUT 13-1/2 MILES (AIRLINE) N OF RUSSELL
 GZ1861'SPRINGS, AND 9-1/2 MILES (AIRLINE) SW OF LIBERTY.
 GZ1861'
 GZ1861'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GZ1861'DISKS SET IN CONCRETE.
 GZ1861'
 GZ1861'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE, PROJECTING
 GZ1861'ABOUT 2 INCHES ABOVE THE GROUND. IT IS 35.5 FEET S OF CENTER OF THE
 GZ1861'RED HILL ROAD, 82 FEET E OF CENTER OF RIFFE CREEK ROAD, AND 19.64
 GZ1861'FEET N OF 8-INCH TRIANGULAR BLAZED OAK TREE.
 GZ1861'
 GZ1861'REFERENCE MARK NO. 1 IS E OF STATION, 61 FEET N OF INTERSECTION OF
 GZ1861'RED HILL ROAD, AND RIFFE CREEK ROAD, 1 FOOT SW OF BOARD FENCE
 GZ1861'LINE.  THE MARK PROJECTS ABOUT 3 INCHES.
 GZ1861'
 GZ1861'REFERENCE MARK NO. 2 IS NNW OF STATION, 1 FOOT S OF AN E-W BOARD
 GZ1861'FENCE LINE, 15 FEET SE OF CENTER OF RED
 GZ1861'HILL ROAD, 4 FEET SW OF SMALL CEDAR TREE.  MARK PROJECTS ABOUT 3
 GZ1861'INCHES.
 GZ1861'
 GZ1861'AZIMUTH MARK IS NE OF STATION, ON AND AT THE NE CORNER OF JIM
 GZ1861'CROCKETS PROPERTY, 128 YARDS E OF NE
 GZ1861'CORNER OF WOODEN DWELLING OF B. D. MILLS, 10 FEET S OF CENTER LINE OF
 GZ1861'WAGON ROAD, 4 FEET W OF 9-INCH CEDAR, 3-1/2
 GZ1861'FEET ABOVE THE ROAD SURFACE.  MARK PROJECTS 4 INCHES ABOVE THE
 GZ1861'GROUND.  VISIBLE FROM THE GROUND WITH SMALL
 GZ1861'AMOUNT OF CLEARING.
 GZ1861'
 GZ1861'U.S.G.S. TT STATION NO. 127 M-1928 IS STANDARD DISK SET IN MARBLE 6-
 GZ1861'BY 6-INCH POST, PROJECTING ABOUT 3 INCHES
 GZ1861'ABOVE THE GROUND.  IT IS NW OF STATION, 20 FEET S OF CENTER OF RED
 GZ1861'HILL ROAD, 1 FOOT N OF AN E-W WIRE FENCE
 GZ1861'LINE.
 GZ1861'
 GZ1861'TO REACH STATION FROM THE POST OFFICE, IN SOMERSET, GO W ON STATE
 GZ1861'HIGHWAY 80, FOR 31.55 MILES TO ITS JUNCTION WITH STATE HIGHWAY
 GZ1861'35, AT RUSSELL SPRINGS, TURN RIGHT AND GO N ON STATE HIGHWAY 35, FOR
 GZ1861'10.75 MILES TO A GRAVEL STREET TO THE LEFT IN VILLAGE OF
 GZ1861'DUNNVILLE, CONTINUE STRAIGHT, ON STATE HIGHWAY 35, FOR 0.45 MILE TO
 GZ1861'CROSSROADS, TURN LEFT OFF STATE HIGHWAY 35, FOR 0.3 MILE TO
 GZ1861'FORKS, TAKE RIGHT FORK FOR 0.25 MILE TO A STEEL TRUSS BRIDGE OVER
 GZ1861'GREEN RIVER, CROSS BRIDGE AND GO 0.55 MILE TO T-ROAD LEFT ACROSS
 GZ1861'CREEK, KEEP STRAIGHT AHEAD FOR 0.3 MILE TO FORKS TAKE LEFT FORK AND
 GZ1861'GO 1.3 MILES TO STORE ON LEFT, CONTINUE FOR 2.0 MILES TO A
 GZ1861'Y-INTERSECTION, STATION AND TT STATION ON LEFT.
 GZ1861'
 GZ1861'A 90-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 GZ1861
 GZ1861                          STATION RECOVERY (1938)
 GZ1861
 GZ1861'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1938
 GZ1861'STATION, REFERENCE AND AZIMUTH MARKS AND U.S.G.S. TT STATION 127 M,
 GZ1861'AS DESCRIBED WERE RECOVERED IN GOOD CONDITION.
 GZ1861
 GZ1861                          STATION RECOVERY (1951)
 GZ1861
 GZ1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ1861'THE STATION AND ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 GZ1861'CONDITION. AT THE PROPERTY OWNERS REQUEST REFERENCE MARK NO 1 WAS
 GZ1861'DESTROYED AND A NEW REFERENCE MARK NO 3 WAS ESTABLISHED BY THIS
 GZ1861'PARTY.
 GZ1861'
 GZ1861'REFERENCE MARK NO 3 IS 168.20 FEET NORTH OF THE STATION, 25 FEET WEST
 GZ1861'OF THE CENTER OF NORTH-SOUTH ROAD, 2 FEET NORTH OF WHITE WITNESS
 GZ1861'POST AND 1 FOOT WEST OF FENCE LINE. THE MARK IS SET FLUSH WITH THE
 GZ1861'GROUND SURFACE AND THE DISK STAMPED ABELL NO 3 1935.
 GZ1861'
 GZ1861'A NEW TO REACH AS FOLLOWS- TO REACH THE STATION FROM THE JUNCTION OF
 GZ1861'STATE HIGHWAYS 49 AND 70 IN LIBERTY, GO WEST ON STATE HIGHWAY NO.
 GZ1861'70 FOR 7.1 MILES TO SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ON
 GZ1861'GRAVELED ROAD (STATE HIGHWAY NO. 206) FOR 1.05 MILES TO CROSSROAD,
 GZ1861'TURN LEFT AND GO EAST FOR 0.15 MILE TO CROSSROAD, TURN RIGHT AND GO
 GZ1861'SOUTH FOR 0.3 MILE TO SMALL STORE AND STATION ON THE LEFT AS
 GZ1861'DESCRIBED.
 GZ1861'
 GZ1861'HEIGHT OF LIGHT ABOVE STATION MARK -1 METER
 GZ1861
 GZ1861                          STATION RECOVERY (1951)
 GZ1861
 GZ1861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GZ1861'AT RHEBER.
 GZ1861'AT RHEBER, AT THE JUNCTION OF ROAD SOUTH AND MAIN ROAD SOUTHEAST
 GZ1861'AND NORTHWEST, AT ABELLS STORE, 36 1/2 FEET SOUTHWEST OF THE
 GZ1861'CENTER LINE OF ROAD SOUTHEAST, 20 1/2 FEET SOUTHEAST OF THE
 GZ1861'NORTHEAST CORNER OF ABELLS STORE, 72 FEET EAST OF THE CENTER LINE
 GZ1861'OF ROAD SOUTH, 47 FEET SOUTH OF MARK TTS 127 M (USGS), 128 FEET
 GZ1861'NORTHWEST OF RM NO. 2, 168 FEET SOUTH-SOUTHEAST OF RM NO. 3,
 GZ1861'ABOUT 1/2 FOOT ABOVE ROAD SOUTHEAST AND SET IN THE TOP OF A
 GZ1861'CONCRETE POST PROJECTING 2 INCHES.
 GZ1861
 GZ1861                          STATION RECOVERY (1958)
 GZ1861
 GZ1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 GZ1861'TRIANGULATION DESCRIPTION WAS NOT AVAILABLE. ALL MARK WERE RECOVERED
 GZ1861'AND ELEVATION STAMPED.
 GZ1861
 GZ1861                          STATION RECOVERY (1958)
 GZ1861
 GZ1861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1859 ***********************************************************************
 GZ1859  DESIGNATION -  ABELL AZ MK
 GZ1859  PID         -  GZ1859
 GZ1859  STATE/COUNTY-  KY/CASEY
 GZ1859  USGS QUAD   -  CLEMENTSVILLE (1987)
 GZ1859
 GZ1859                         *CURRENT SURVEY CONTROL
 GZ1859  ___________________________________________________________________
 GZ1859* NAD 83(1986)-  37 15 23.     (N)    085 01 23.     (W)     SCALED    
 GZ1859* NAVD 88     -       317.741  (meters)    1042.46   (feet)  ADJUSTED  
 GZ1859  ___________________________________________________________________
 GZ1859  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GZ1859  DYNAMIC HT  -         317.487 (meters)    1041.62  (feet)  COMP
 GZ1859  MODELED GRAV-     979,820.3   (mgal)                       NAVD 88
 GZ1859
 GZ1859  VERT ORDER  -  SECOND    CLASS 0
 GZ1859
 GZ1859.The horizontal coordinates were scaled from a topographic map and have
 GZ1859.an estimated accuracy of +/- 6 seconds.
 GZ1859
 GZ1859.The orthometric height was determined by differential leveling
 GZ1859.and adjusted by the National Geodetic Survey in June 1991..
 GZ1859
 GZ1859.The geoid height was determined by GEOID03.
 GZ1859
 GZ1859.The dynamic height is computed by dividing the NAVD 88
 GZ1859.geopotential number by the normal gravity value computed on the
 GZ1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1859.degrees latitude (g = 980.6199 gals.).
 GZ1859
 GZ1859.The modeled gravity was interpolated from observed gravity values.
 GZ1859
 GZ1859;                    North         East    Units  Estimated Accuracy
 GZ1859;SPC KY1Z     - 1,102,700.    1,564,490.      MT  (+/- 180 meters Scaled)
 GZ1859
 GZ1859                          SUPERSEDED SURVEY CONTROL
 GZ1859
 GZ1859  NGVD 29 (??/??/92)  317.880  (m)         1042.91   (f) ADJ UNCH    2 0
 GZ1859
 GZ1859.Superseded values are not recommended for survey control.
 GZ1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1859.See file dsdata.txt to determine how the superseded data were derived.
 GZ1859
 GZ1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG753251(NAD 83)
 GZ1859_MARKER: DZ = AZIMUTH MARK DISK
 GZ1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1859_STAMPING: ABELL 1935 1042.911
 GZ1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1859+STABILITY: SURFACE MOTION
 GZ1859
 GZ1859  HISTORY     - Date     Condition        Report By
 GZ1859  HISTORY     - 1935     MONUMENTED       CGS
 GZ1859  HISTORY     - 1951     GOOD             NGS
 GZ1859  HISTORY     - 1958     GOOD             NGS
 GZ1859
 GZ1859                          STATION DESCRIPTION
 GZ1859
 GZ1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1859'AT RHEBER.
 GZ1859'AT RHEBER, ABOUT 140 YARDS NORTH ALONG A GRAVEL ROAD FROM THE
 GZ1859'JUNCTION OF A ROAD SOUTH AND ABELLS STORE, THENCE ABOUT 0.15 MILE
 GZ1859'EAST ALONG A NARROW GRAVEL ROAD, 10 FEET SOUTH OF THE CENTER LINE
 GZ1859'OF THE ROAD, 4 FEET WEST OF A 12-INCH CEDAR TREE IN A FENCE LINE,
 GZ1859'2.8 FEET SOUTH OF A FENCE LINE, ABOUT 40 YARDS WEST OF A SMALL
 GZ1859'CULVERT AND BOTTOM OF GRADES, 2 FEET SOUTH OF A WHITE WOODEN
 GZ1859'WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 GZ1859'CONCRETE POST PROJECTING 4 INCHES.
 GZ1859
 GZ1859                          STATION RECOVERY (1958)
 GZ1859
 GZ1859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1862 ***********************************************************************
 GZ1862  DESIGNATION -  ABELL RM 2
 GZ1862  PID         -  GZ1862
 GZ1862  STATE/COUNTY-  KY/CASEY
 GZ1862  USGS QUAD   -  CLEMENTSVILLE (1987)
 GZ1862
 GZ1862                         *CURRENT SURVEY CONTROL
 GZ1862  ___________________________________________________________________
 GZ1862* NAD 83(1986)-  37 15 13.     (N)    085 01 27.     (W)     SCALED    
 GZ1862* NAVD 88     -       317.603  (meters)    1042.00   (feet)  ADJUSTED  
 GZ1862  ___________________________________________________________________
 GZ1862  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GZ1862  DYNAMIC HT  -         317.348 (meters)    1041.17  (feet)  COMP
 GZ1862  MODELED GRAV-     979,820.6   (mgal)                       NAVD 88
 GZ1862
 GZ1862  VERT ORDER  -  SECOND    CLASS 0
 GZ1862
 GZ1862.The horizontal coordinates were scaled from a topographic map and have
 GZ1862.an estimated accuracy of +/- 6 seconds.
 GZ1862
 GZ1862.The orthometric height was determined by differential leveling
 GZ1862.and adjusted by the National Geodetic Survey in June 1991..
 GZ1862
 GZ1862.The geoid height was determined by GEOID03.
 GZ1862
 GZ1862.The dynamic height is computed by dividing the NAVD 88
 GZ1862.geopotential number by the normal gravity value computed on the
 GZ1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1862.degrees latitude (g = 980.6199 gals.).
 GZ1862
 GZ1862.The modeled gravity was interpolated from observed gravity values.
 GZ1862
 GZ1862;                    North         East    Units  Estimated Accuracy
 GZ1862;SPC KY1Z     - 1,102,390.    1,564,390.      MT  (+/- 180 meters Scaled)
 GZ1862
 GZ1862                          SUPERSEDED SURVEY CONTROL
 GZ1862
 GZ1862  NGVD 29 (??/??/92)  317.741  (m)         1042.46   (f) ADJ UNCH    2 0
 GZ1862
 GZ1862.Superseded values are not recommended for survey control.
 GZ1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1862.See file dsdata.txt to determine how the superseded data were derived.
 GZ1862
 GZ1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG752248(NAD 83)
 GZ1862_MARKER: DR = REFERENCE MARK DISK
 GZ1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1862_STAMPING: ABELL NO 2 1935 1042.455
 GZ1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1862+STABILITY: SURFACE MOTION
 GZ1862
 GZ1862  HISTORY     - Date     Condition        Report By
 GZ1862  HISTORY     - 1935     MONUMENTED       CGS
 GZ1862  HISTORY     - 1951     GOOD             NGS
 GZ1862  HISTORY     - 1958     GOOD             NGS
 GZ1862
 GZ1862                          STATION DESCRIPTION
 GZ1862
 GZ1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1862'AT RHEBER.
 GZ1862'AT RHEBER, AT THE JUNCTION OF A ROAD SOUTH AND MAIN ROAD
 GZ1862'SOUTHEAST-NORTHWEST, AT ABELLS STORE, 17 1/2 FEET NORTHEAST OF
 GZ1862'THE CENTER LINE OF ROAD SOUTHEAST, 1 FOOT NORTHEAST OF A WIRE
 GZ1862'FENCE, 149 FEET EAST-SOUTHEAST AND ACROSS ROAD FROM THE SOUTHEAST
 GZ1862'CORNER OF ABELLS STORE, 128 FEET SOUTHEAST AND ACROSS ROAD FROM
 GZ1862'THE STATION MARK, 98 1/2 FEET WEST-NORTHWEST OF THE WEST PORCH
 GZ1862'CORNER OF A FARM HOUSE, 2 FEET NORTHEAST OF A WHITE WOODEN
 GZ1862'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 GZ1862'CONCRETE POST PROJECTING 1 INCH.
 GZ1862
 GZ1862                          STATION RECOVERY (1958)
 GZ1862
 GZ1862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1858 ***********************************************************************
 GZ1858  CBN         -  This is a Cooperative Base Network Control Station.
 GZ1858  DESIGNATION -  ABELL RM 3
 GZ1858  PID         -  GZ1858
 GZ1858  STATE/COUNTY-  KY/CASEY
 GZ1858  USGS QUAD   -  CLEMENTSVILLE (1987)
 GZ1858
 GZ1858                         *CURRENT SURVEY CONTROL
 GZ1858  ___________________________________________________________________
 GZ1858* NAD 83(1993)-  37 15 15.70989(N)    085 01 27.57628(W)     ADJUSTED  
 GZ1858* NAVD 88     -       318.904  (meters)    1046.27   (feet)  ADJUSTED  
 GZ1858  ___________________________________________________________________
 GZ1858  X           -     440,878.518 (meters)                     COMP
 GZ1858  Y           -  -5,064,027.395 (meters)                     COMP
 GZ1858  Z           -   3,840,074.076 (meters)                     COMP
 GZ1858  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 GZ1858  ELLIP HEIGHT-         287.06  (meters)          (11/03/04) GPS OBS
 GZ1858  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GZ1858  DYNAMIC HT  -         318.649 (meters)    1045.43  (feet)  COMP
 GZ1858  MODELED GRAV-     979,820.6   (mgal)                       NAVD 88
 GZ1858
 GZ1858  HORZ ORDER  -  B
 GZ1858  VERT ORDER  -  SECOND    CLASS 0
 GZ1858  ELLP ORDER  -  THIRD     CLASS I
 GZ1858
 GZ1858.The horizontal coordinates were established by GPS observations
 GZ1858.and adjusted by the National Geodetic Survey in September 1994..
 GZ1858
 GZ1858.The orthometric height was determined by differential leveling
 GZ1858.and adjusted by the National Geodetic Survey in June 1991..
 GZ1858
 GZ1858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ1858
 GZ1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1858
 GZ1858.The ellipsoidal height was determined by GPS observations
 GZ1858.and is referenced to NAD 83.
 GZ1858
 GZ1858.The geoid height was determined by GEOID03.
 GZ1858
 GZ1858.The dynamic height is computed by dividing the NAVD 88
 GZ1858.geopotential number by the normal gravity value computed on the
 GZ1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1858.degrees latitude (g = 980.6199 gals.).
 GZ1858
 GZ1858.The modeled gravity was interpolated from observed gravity values.
 GZ1858
 GZ1858;                    North         East     Units Scale Factor Converg.
 GZ1858;SPC KY1Z     - 1,102,469.984 1,564,374.586   MT  0.99996347   +0 26 43.9
 GZ1858;SPC KY1Z     - 3,617,020.27  5,132,452.29   sFT  0.99996347   +0 26 43.9
 GZ1858;SPC KY S     -   602,457.500   564,373.501   MT  0.99994637   +0 26 24.3
 GZ1858;SPC KY S     - 1,976,562.65  1,851,615.39   sFT  0.99994637   +0 26 24.3
 GZ1858;UTM  16      - 4,124,919.451   675,209.702   MT  0.99997817   +1 11 46.6
 GZ1858
 GZ1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1858!SPC KY1Z     -   0.99995495  x   0.99996347  =   0.99991843
 GZ1858!SPC KY S     -   0.99995495  x   0.99994637  =   0.99990133
 GZ1858!UTM  16      -   0.99995495  x   0.99997817  =   0.99993313
 GZ1858
 GZ1858:                Primary Azimuth Mark                     Grid Az
 GZ1858:SPC KY1Z     -  ELLETT                                   078 10 20.4
 GZ1858:SPC KY S     -  ELLETT                                   078 10 40.0
 GZ1858:UTM  16      -  ELLETT                                   077 25 17.7
 GZ1858
 GZ1858|---------------------------------------------------------------------|
 GZ1858| PID    Reference Object                     Distance      Geod. Az  |
 GZ1858|                                                           dddmmss.s |
 GZ1858| GZ2988 ELLETT                              APPROX.14.8 KM 0783704.3 |
 GZ1858| GZ1861 ABELL                                51.272 METERS 17402     |
 GZ1858|---------------------------------------------------------------------|
 GZ1858
 GZ1858                          SUPERSEDED SURVEY CONTROL
 GZ1858
 GZ1858  ELLIP H (09/07/94)  287.07   (m)                       GP(       ) 4 1
 GZ1858  NAD 83(1986)-  37 15 15.71990(N)    085 01 27.58699(W) AD(       ) 2
 GZ1858  NAD 27      -  37 15 15.46400(N)    085 01 27.74600(W) AD(       ) 2
 GZ1858  NAVD 88 (11/03/04)  318.90   (m)         1046.3    (f) LEVELING    3  
 GZ1858  NGVD 29 (??/??/92)  319.043  (m)         1046.73   (f) ADJ UNCH    2 0
 GZ1858
 GZ1858.Superseded values are not recommended for survey control.
 GZ1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1858.See file dsdata.txt to determine how the superseded data were derived.
 GZ1858
 GZ1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG7521024919(NAD 83)
 GZ1858_MARKER: DR = REFERENCE MARK DISK
 GZ1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1858_SP_SET: CONCRETE POST
 GZ1858_STAMPING: ABELL NO 3 1935 1951 1046.727
 GZ1858_MARK LOGO: CGS   
 GZ1858_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1858+STABILITY: SURFACE MOTION
 GZ1858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1858+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2002
 GZ1858
 GZ1858  HISTORY     - Date     Condition        Report By
 GZ1858  HISTORY     - 1951     MONUMENTED       CGS
 GZ1858  HISTORY     - 1951     GOOD             CGS
 GZ1858  HISTORY     - 1958     GOOD             NGS
 GZ1858  HISTORY     - 19930929 GOOD             NGS
 GZ1858  HISTORY     - 20010927 GOOD             KYDT
 GZ1858  HISTORY     - 20021203 GOOD             WOOLPT
 GZ1858
 GZ1858                          STATION DESCRIPTION
 GZ1858
 GZ1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ1858'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHWEST OF LIBERTY, 0.2 MILE
 GZ1858'EAST OF STATE HIGHWAY NO. 206 ON THE WEST SIDE OF A NORTH-SOUTH
 GZ1858'GRADED ROAD AND 168 FEET NORTH OF STATION ABELL 1935. IT IS 25 FEET
 GZ1858'WEST OF THE CENTER OF NORTH-SOUTH GRADED ROAD, 2 FEET NORTH OF
 GZ1858'WHITE WITNESS POST AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE. THE
 GZ1858'MARK IS SET FLUSH WITH THE GROUND SURFACE AND THE DISK STAMPED
 GZ1858'ABELL NO 3 1935.
 GZ1858'
 GZ1858'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 70 IN
 GZ1858'LIBERTY, GO WEST ON STATE HIGHWAY NO. 70 FOR 7.1 MILES TO SIDE ROAD
 GZ1858'LEFT, TURN LEFT AND GO SOUTH ON GRAVELED ROAD (STATE HIGHWAY NO. 206)
 GZ1858'FOR 1.05 MILES TO CROSSROAD, TURN LEFT AND GO EAST FOR 0.15 MILE
 GZ1858'TO CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.3 MILE TO SMALL STORE AND
 GZ1858'STATION ABELL 1935 ON THE LEFT, CONTINUE NORTH FOR 168 FEET TO
 GZ1858'STATION AS DESCRIBED.
 GZ1858'
 GZ1858'REFERENCE MARK NO. 3 WAS OCCUPIED, DUE TO ABELL 1935 BEING DIRECTLY
 GZ1858'UNDER A HIGH TENSION POWER LINE, SO THAT A TOWER CAN BE BUILT.
 GZ1858'
 GZ1858'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GZ1858
 GZ1858                          STATION RECOVERY (1951)
 GZ1858
 GZ1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ1858'AT RHEBER.
 GZ1858'AT RHEBER, AT THE JUNCTION OF A ROAD SOUTH AND MAIN ROAD SOUTHEAST
 GZ1858'AND NORTHWEST, AT ABELLS GROCERY STORE, 28 FEET WEST OF THE CENTER
 GZ1858'OF THE JUNCTION OF ROADS, 147 FEET NORTH AND ACROSS ROADS FROM
 GZ1858'THE NORTHWEST CORNER OF STORE BUILDING, 1 FOOT WEST OF A WIRE
 GZ1858'FENCE, 21 FEET SOUTH OF THE CENTER OF A GATE, 68 FEET SOUTHEAST
 GZ1858'OF THE SOUTHEAST CORNER OF A BARN, 3 FEET NORTH OF A WHITE WOODEN
 GZ1858'WITNESS POST, ABOUT 1 FOOT ABOVE THE ROADS AND SET IN THE TOP OF
 GZ1858'A CONCRETE POST PROJECTING 1 INCH.
 GZ1858
 GZ1858                          STATION RECOVERY (1958)
 GZ1858
 GZ1858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1858'RECOVERED IN GOOD CONDITION.
 GZ1858
 GZ1858                          STATION RECOVERY (1993)
 GZ1858
 GZ1858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GZ1858'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTHWEST OF LIBERTY,
 GZ1858'4.0 MI (6.4 KM) NORTHWEST OF DUNNVILLE AT THE JUNCTION OF STATE ROUTE
 GZ1858'1640 AND CROCKETT TRAIL ROAD. OWNERSHIP--STATE ROUTE RIGHT OF WAY.
 GZ1858'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 127 WITH STATE
 GZ1858'ROUTE 2310 AT THE POST OFFICE IN DUNNVILLE, GO NORTHEAST ON HIGHWAY
 GZ1858'127 FOR 0.4 MI (0.6 KM) TO STATE ROUTE 1640 ON THE LEFT, TURN LEFT
 GZ1858'AND GO NORTHWEST ON ROUTE 1640 FOR 0.6 MI (1.0 KM) TO A BRIDGE,
 GZ1858'CONTINUE WEST ON ROUTE 1640 FOR 4.1 MI (6.6 KM) THROUGH A SHARP CURVE
 GZ1858'RIGHT AT A REVERSE FORK, TO THE STATION ON THE LEFT.
 GZ1858'STATION PROJECTS 2 CM.  LOCATED 0.45 M (1.48 FT) EAST FROM A WOODEN
 GZ1858'FENCE POST IN AN OLD ELECTRIC FENCE LINE, 7.6 M (24.9 FT) WEST FROM
 GZ1858'THE CENTERLINE OF CROCKETT TRAIL, 20.8 M (68.2 FT) SOUTHEAST FROM THE
 GZ1858'SOUTHEAST CORNER OF A WOODEN TOBACCO BARN, AND 20.2 M (66.3 FT) WEST
 GZ1858'FROM UTILITY POLE NUMBER 43.
 GZ1858
 GZ1858                          STATION RECOVERY (2001)
 GZ1858
 GZ1858'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RL)
 GZ1858'RECOVERED IN GOOD CONDITION.
 GZ1858
 GZ1858                          STATION RECOVERY (2002)
 GZ1858
 GZ1858'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GZ1858'RECOVERED AS DESCRIBED WITH THESE ADDITIONS...
 GZ1858' 
 GZ1858''CROCKETT TRAIL' REFERENCED IN ABOVE DESCRIPTION IS NOW CALLED RED
 GZ1858'HILL RD.
 GZ1858' 
 GZ1858'THE STATION IS LOCATED 25.6 MI NW OF SUMERSET KY, 18.65 MI ESE OF
 GZ1858'CAMPBELLSVILLE KY, 6.45 MI  SW OF LIBERTY AT THE TRIANGULAR JUNCTION
 GZ1858'OF HWY 1640 WITH RED HILL RD.
 GZ1858' 
 GZ1858'ALTERNATE TO REACH - FROM THE RHEBER NAZARENE CHURCH IN RHEBER KY, GO
 GZ1858'SSW 0.35 MI ON  HWY 1640 TO STATION ON THE RIGHT.
 GZ1858' 
 GZ1858'THE STATION IS 7.3 M NW OF THE CL OF RED HILL RD, 12.5 M W OF THE CL
 GZ1858'OF HWY 1640, 20.9 M SE OF  S CORNER OF WOODEN BARN, 20.1 M WSW OF
 GZ1858'GUYED UTILITY POLE, APPROXIMATELY 17.5 M SSW OF  CL OF GRAVEL (NW-SE)
 GZ1858'DRIVE TO BARN / SINGLE-WIDE HOME, AND 5.1 M E OF 6 INCH DIAMETER PINE
 GZ1858'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1421 ***********************************************************************
 HA1421  DESIGNATION -  ABERDEEN
 HA1421  PID         -  HA1421
 HA1421  STATE/COUNTY-  KY/BUTLER
 HA1421  USGS QUAD   -  FLENER (1973)
 HA1421
 HA1421                         *CURRENT SURVEY CONTROL
 HA1421  ___________________________________________________________________
 HA1421* NAD 83(1993)-  37 15 15.29450(N)    086 40 59.19756(W)     ADJUSTED  
 HA1421* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 HA1421  ___________________________________________________________________
 HA1421  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 HA1421  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HA1421
 HA1421  HORZ ORDER  -  THIRD
 HA1421
 HA1421.The horizontal coordinates were established by classical geodetic methods
 HA1421.and adjusted by the National Geodetic Survey in December 1995..
 HA1421
 HA1421.The orthometric height was scaled from a topographic map.
 HA1421
 HA1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1421
 HA1421.The geoid height was determined by GEOID03.
 HA1421
 HA1421;                    North         East     Units Scale Factor Converg.
 HA1421;SPC KY1Z     - 1,102,620.724 1,417,224.047   MT  0.99996349   -0 34 22.4
 HA1421;SPC KY1Z     - 3,617,514.83  4,649,675.89   sFT  0.99996349   -0 34 22.4
 HA1421;SPC KY S     -   602,606.240   417,225.431   MT  0.99994637   -0 33 57.2
 HA1421;SPC KY S     - 1,977,050.64  1,368,847.10   sFT  0.99994637   -0 33 57.2
 HA1421;UTM  16      - 4,123,124.629   528,101.469   MT  0.99960973   +0 11 30.6
 HA1421
 HA1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1421!SPC KY1Z     -   0.99997597  x   0.99996349  =   0.99993947
 HA1421!SPC KY S     -   0.99997597  x   0.99994637  =   0.99992235
 HA1421!UTM  16      -   0.99997597  x   0.99960973  =   0.99958571
 HA1421
 HA1421|---------------------------------------------------------------------|
 HA1421| PID    Reference Object                     Distance      Geod. Az  |
 HA1421|                                                           dddmmss.s |
 HA1421| CG7015 ABERDEEN RM 1                        12.452 METERS 00209     |
 HA1421| HA1425 TT 8 JRH                             13.518 METERS 10834     |
 HA1421| CG7014 ABERDEEN AZ MK                                     1731902.5 |
 HA1421| HA1436 MORGANTOWN                          APPROX.10.4 KM 1965814.2 |
 HA1421|---------------------------------------------------------------------|
 HA1421
 HA1421                          SUPERSEDED SURVEY CONTROL
 HA1421
 HA1421  NAD 83(1986)-  37 15 15.30491(N)    086 40 59.20329(W) AD(       ) 3
 HA1421  NAD 27      -  37 15 15.15300(N)    086 40 59.23800(W) AD(       ) 3
 HA1421
 HA1421.Superseded values are not recommended for survey control.
 HA1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1421.See file dsdata.txt to determine how the superseded data were derived.
 HA1421
 HA1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2810123125(NAD 83)
 HA1421_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HA1421_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA1421_STAMPING: ABERDEEN 1952
 HA1421_MARK LOGO: CGS   
 HA1421
 HA1421  HISTORY     - Date     Condition        Report By
 HA1421  HISTORY     - 1952     MONUMENTED       CGS
 HA1421  HISTORY     - 1978     GOOD             LOCENG
 HA1421
 HA1421                          STATION DESCRIPTION
 HA1421
 HA1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1421'STATION IS LOCATED NEAR A SMALL POND ON TOP OF A HILL ON THE PROPERTY
 HA1421'OF W.A. MC KINNEY ABOUT 2 MILES NORTH OF MORGANTOWN AND ABOUT 0.1
 HA1421'MILE WEST OF STATE HIGHWAY 71.  IT IS 45 FEET EAST OF A 10 INCH
 HA1421'MAPLE TREE, 36 FEET NORTH OF THE NORTH SIDE OF POND AND 6 FEET
 HA1421'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS A 6 INCH IRON PIPE
 HA1421'FILLED WITH CONCRETE PROJECTING ABOUT 4 INCHES WITH A STANDARD
 HA1421'TRIANGULATION STATION MARK DISK IN THE TOP STAMPED---ABERDEEN 1952.
 HA1421'
 HA1421'REFERENCE MARK NO. 1 IS 38 FEET SOUTHEAST OF A 36 INCH BEECH
 HA1421'TREE.  THE MARK IS A 6 INCH IRON PIPE FILLED WITH CONCRETE
 HA1421'PROJECTING ABOUT 8 INCHES WITH A STANDARD REFERENCE MARK DISK IN
 HA1421'THE TOP STAMPED---ABERDEEN NO 1 1952.
 HA1421'
 HA1421'TT 8 JRH (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 6 FEET
 HA1421'NORTHWEST OF A 12 INCH HICKORY TREE.  THE MARK IS AN 8 X 8 INCH
 HA1421'CONCRETE POST THAT PROJECTS ABOUT 8 INCHES WITH A BRONZE U.S.
 HA1421'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED---TT 8 JRH 1951.
 HA1421'
 HA1421'AZIMUTH MARK IS 8 FEET SOUTH OF THE SOUTH EDGE OF CONCRETE STEPS
 HA1421'TO SCHOOL BUILDING AND 2 FEET NORTHWEST OF THE SOUTHWEST CORNER
 HA1421'OF BUILDING.  THE MARK IS FLUSH AND THE DISK IS
 HA1421'STAMPED---ABERDEEN 1952.
 HA1421'
 HA1421'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70, 71
 HA1421'AND 105 WHICH IS ABOUT 2 MILES NORTH OF MORGANTOWN, PACK WEST UP
 HA1421'HILL PAST A HOUSE AND BARN TO A POND AND STATION AS DESCRIBED.
 HA1421'
 HA1421'TO REACH THE AZIMUTH MARK FROM THE JUNCTION, GO SOUTH ON HIGHWAY
 HA1421'70, 71 AND 105 FOR 0.2 MILE TO SCHOOL BUILDING ON THE LEFT AND
 HA1421'THE MARK AS DESCRIBED.
 HA1421'
 HA1421'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HA1421
 HA1421                          STATION RECOVERY (1978)
 HA1421
 HA1421'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (CRF)
 HA1421'ABERDEEN 1952 RECOVERED GOOD.
 HA1421'
 HA1421'R.M. NO. 1 COULD NOT FIND - APPEARED TO BE BULLDOZED OUT.
 HA1421'
 HA1421'TT 8 JRH (USGS) BM RECOVERED GOOD.
 HA1421'
 HA1421'AZIMUTH MARK RECOVERED FAIR (DUE TO TREE GROWTH AZIMUTH IS NOT
 HA1421'LLJUND).
 HA1421'
 HA1421'POND IS NOW EXISTANT.  PIPE IS ABOUT 3 INCHES BELOW LOOSE DIRT.
 HA1421'FOUND STATION WITH ELECTRONIC PIN FINDER.  NO WHITE WITNESS POST.
 HA1421'
 HA1421'DISTANCE AND DIRECTION FROM NEREST TOWN--2 MILES NORTH OF
 HA1421'MORGANTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2408 ***********************************************************************
 GC2408  DESIGNATION -  ADAIR
 GC2408  PID         -  GC2408
 GC2408  STATE/COUNTY-  KY/LOGAN
 GC2408  USGS QUAD   -  ADAIRVILLE (1951)
 GC2408
 GC2408                         *CURRENT SURVEY CONTROL
 GC2408  ___________________________________________________________________
 GC2408* NAD 83(1993)-  36 40 14.15450(N)    086 51 18.93829(W)     ADJUSTED  
 GC2408* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 GC2408  ___________________________________________________________________
 GC2408  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 GC2408  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GC2408
 GC2408  HORZ ORDER  -  THIRD
 GC2408
 GC2408.The horizontal coordinates were established by classical geodetic methods
 GC2408.and adjusted by the National Geodetic Survey in December 1995..
 GC2408
 GC2408.The orthometric height was scaled from a topographic map.
 GC2408
 GC2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2408
 GC2408.The geoid height was determined by GEOID03.
 GC2408
 GC2408;                    North         East     Units Scale Factor Converg.
 GC2408;SPC KY1Z     - 1,038,018.065 1,401,186.175   MT  1.00012429   -0 40 42.9
 GC2408;SPC KY1Z     - 3,405,564.27  4,597,058.31   sFT  1.00012429   -0 40 42.9
 GC2408;SPC KY S     -   538,005.626   401,197.215   MT  1.00001198   -0 40 13.1
 GC2408;SPC KY S     - 1,765,106.79  1,316,261.20   sFT  1.00001198   -0 40 13.1
 GC2408;SPC TN       -   259,662.071   523,541.463   MT  1.00005490   -0 30 02.5
 GC2408;SPC TN       -   851,907.98  1,717,652.28   sFT  1.00005490   -0 30 02.5
 GC2408;UTM  16      - 4,058,341.560   512,933.683   MT  0.99960206   +0 05 11.2
 GC2408
 GC2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2408!SPC KY1Z     -   0.99997472  x   1.00012429  =   1.00009901
 GC2408!SPC KY S     -   0.99997472  x   1.00001198  =   0.99998670
 GC2408!SPC TN       -   0.99997472  x   1.00005490  =   1.00002962
 GC2408!UTM  16      -   0.99997472  x   0.99960206  =   0.99957679
 GC2408
 GC2408|---------------------------------------------------------------------|
 GC2408| PID    Reference Object                     Distance      Geod. Az  |
 GC2408|                                                           dddmmss.s |
 GC2408| CG5419 ADAIR RM 1                           17.795 METERS 19757     |
 GC2408| GC2409 ADAIRVILLE MUNICIPAL TK 1951         15.969 METERS 22249     |
 GC2408| CG5420 ADAIR RM 2                           19.523 METERS 29829     |
 GC2408| CG5418 ADAIR AZ MK                                        3581918.2 |
 GC2408|---------------------------------------------------------------------|
 GC2408
 GC2408                          SUPERSEDED SURVEY CONTROL
 GC2408
 GC2408  NAD 83(1986)-  36 40 14.16385(N)    086 51 18.94224(W) AD(       ) 3
 GC2408  NAD 27      -  36 40 14.00800(N)    086 51 18.94900(W) AD(       ) 3
 GC2408
 GC2408.Superseded values are not recommended for survey control.
 GC2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2408.See file dsdata.txt to determine how the superseded data were derived.
 GC2408
 GC2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1293458342(NAD 83)
 GC2408_MARKER: DS = TRIANGULATION STATION DISK
 GC2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2408
 GC2408  HISTORY     - Date     Condition        Report By
 GC2408  HISTORY     - 1951     MONUMENTED       CGS
 GC2408
 GC2408                          STATION DESCRIPTION
 GC2408
 GC2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2408'STATION IS LOCATED IN THE NORTHWEST SECTION OF ADAIRVILLE NEAR THE
 GC2408'ADAIRVILLE MUNICIPAL WATER TANK.  IT IS 55 FEET NORTHEAST OF
 GC2408'THE NORTHWEST LEG OF THE WATER TANK, 54 FEET SOUTH OF THE CENTER OF
 GC2408'STREET, 52.4 FEET NORTHEAST OF THE CENTER OF THE BASE OF THE
 GC2408'WATER TANK, 28.6 FEET NORTHEAST OF THE NORTHEAST LEG OF THE WATER
 GC2408'TANK AND 3.4 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 GC2408'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ADAIR 1951.
 GC2408'
 GC2408'REFERENCE MARK NO. 1 IS A STANDARD TRIANGULATION REFERENCE MARK DISK
 GC2408'SET FLUSH IN A DRILL HOLE IN THE CONCRETE BASE OF THE SOUTHEAST LEG
 GC2408'OF THE WATER TANK AND IS STAMPED ADAIR NO 1 1951.
 GC2408'
 GC2408'REFERENCE MARK NO. 2 IS 52 FEET NORTH OF THE NORTHWEST LEG OF THE
 GC2408'WATER TANK AND 24 FEET SOUTH OF THE CENTER OF STREET.  THE MARK
 GC2408'PROJECTS 3 INCHES AND THE DISK IS STAMPED ADAIR NO 2 1951.
 GC2408'
 GC2408'AZIMUTH MARK IS 34 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 75,
 GC2408'3 FEET NORTHWEST OF A WHITE WITNESS POST, 2 FEET SOUTHEAST OF A
 GC2408'TELEPHONE POLE AND 1 FOOT SOUTHWEST OF A FENCELINE.  THE MARK
 GC2408'PROJECTS 1 INCH AND THE DISK IS STAMPED ADAIR 1951.
 GC2408'
 GC2408'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL STREET
 GC2408'FOR 0.05 MILE TO A T-STREET INTERSECTION, TURN LEFT AND GO 0.1 MILE
 GC2408'TO T-STREET INTERSECTION, TURN RIGHT AND GO 0.1 MILE TO STATE HIGHWAY
 GC2408'75, TURN LEFT ON HIGHWAY AND GO 0.75 MILE TO THE AZIMUTH MARK ON
 GC2408'THE RIGHT.
 GC2408'
 GC2408'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2409 ***********************************************************************
 GC2409  DESIGNATION -  ADAIRVILLE MUNICIPAL TK 1951
 GC2409  PID         -  GC2409
 GC2409  STATE/COUNTY-  KY/LOGAN
 GC2409  USGS QUAD   -  ADAIRVILLE (1951)
 GC2409
 GC2409                         *CURRENT SURVEY CONTROL
 GC2409  ___________________________________________________________________
 GC2409* NAD 83(1993)-  36 40 13.77448(N)    086 51 19.37532(W)     ADJUSTED  
 GC2409* NAVD 88     -                                                        
 GC2409  ___________________________________________________________________
 GC2409  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 GC2409  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GC2409
 GC2409  HORZ ORDER  -  THIRD
 GC2409
 GC2409.The horizontal coordinates were established by classical geodetic methods
 GC2409.and adjusted by the National Geodetic Survey in December 1995..
 GC2409
 GC2409
 GC2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2409
 GC2409.The geoid height was determined by GEOID03.
 GC2409
 GC2409;                    North         East     Units Scale Factor Converg.
 GC2409;SPC KY1Z     - 1,038,006.479 1,401,175.183   MT  1.00012433   -0 40 43.2
 GC2409;SPC KY1Z     - 3,405,526.26  4,597,022.25   sFT  1.00012433   -0 40 43.2
 GC2409;SPC KY S     -   537,994.040   401,186.227   MT  1.00001200   -0 40 13.3
 GC2409;SPC KY S     - 1,765,068.78  1,316,225.15   sFT  1.00001200   -0 40 13.3
 GC2409;SPC TN       -   259,650.451   523,530.508   MT  1.00005488   -0 30 02.8
 GC2409;SPC TN       -   851,869.85  1,717,616.34   sFT  1.00005488   -0 30 02.8
 GC2409;UTM  16      - 4,058,329.834   512,922.853   MT  0.99960206   +0 05 10.9
 GC2409
 GC2409                          SUPERSEDED SURVEY CONTROL
 GC2409
 GC2409  NAD 83(1986)-  36 40 13.78359(N)    086 51 19.37894(W) AD(       ) 4
 GC2409  NAD 27      -  36 40 13.62800(N)    086 51 19.38600(W) AD(       ) 3
 GC2409
 GC2409.Superseded values are not recommended for survey control.
 GC2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2409.See file dsdata.txt to determine how the superseded data were derived.
 GC2409
 GC2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1292358330(NAD 83)
 GC2409_MARKER: 53 = ELEVATED TANK
 GC2409
 GC2409  HISTORY     - Date     Condition        Report By
 GC2409  HISTORY     - 1951     FIRST OBSERVED   CGS
 GC2409
 GC2409                          STATION DESCRIPTION
 GC2409
 GC2409'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2409'STATION IS LOCATED IN THE NORTHWEST SECTION OF ADAIRVILLE ABOUT 0.1
 GC2409'MILE SOUTHWEST OF THE ADAIRVILLE SCHOOL.  IT IS A 4-LEGGED STEEL
 GC2409'STRUCTURE ABOUT 90 FEET HIGH WITH A WATER TANK ATOP PAINTED SILVER.
 GC2409'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ADAIR AND
 GC2409'THE DISTANCE IS 19.97 METERS (52.4 FEET).  THE POINT TRAVERSED TO AND
 GC2409'OBSERVED ON WAS THE CENTER OF THE BASE OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1453 ***********************************************************************
 HA1453  DESIGNATION -  ADDISON MUNICIPAL TANK
 HA1453  PID         -  HA1453
 HA1453  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1453  USGS QUAD   -  ROME (1993)
 HA1453
 HA1453                         *CURRENT SURVEY CONTROL
 HA1453  ___________________________________________________________________
 HA1453* NAD 83(1993)-  37 54 57.26639(N)    086 34 04.70580(W)     ADJUSTED  
 HA1453* NAVD 88     -                                                        
 HA1453  ___________________________________________________________________
 HA1453  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 HA1453  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HA1453
 HA1453  HORZ ORDER  -  THIRD
 HA1453
 HA1453.The horizontal coordinates were established by classical geodetic methods
 HA1453.and adjusted by the National Geodetic Survey in December 1995..
 HA1453
 HA1453
 HA1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1453
 HA1453.The geoid height was determined by GEOID03.
 HA1453
 HA1453;                    North         East     Units Scale Factor Converg.
 HA1453;SPC KY1Z     - 1,175,953.065 1,428,081.124   MT  0.99990518   -0 30 07.9
 HA1453;SPC KY1Z     - 3,858,106.01  4,685,296.15   sFT  0.99990518   -0 30 07.9
 HA1453;SPC KY S     -   675,942.553   428,074.507   MT  0.99999687   -0 29 45.9
 HA1453;SPC KY S     - 2,217,654.86  1,404,441.11   sFT  0.99999687   -0 29 45.9
 HA1453;SPC IN W     -   296,285.653   945,315.574   MT  0.99999195   +0 19 00.1
 HA1453;SPC IN W     -   972,063.85  3,101,422.85   sFT  0.99999195   +0 19 00.1
 HA1453;UTM  16      - 4,196,572.808   537,974.105   MT  0.99961776   +0 15 55.7
 HA1453
 HA1453                          SUPERSEDED SURVEY CONTROL
 HA1453
 HA1453  NAD 83(1986)-  37 54 57.27348(N)    086 34 04.71022(W) AD(       ) 4
 HA1453  NAD 27      -  37 54 57.07000(N)    086 34 04.78000(W) AD(       ) 3
 HA1453
 HA1453.Superseded values are not recommended for survey control.
 HA1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1453.See file dsdata.txt to determine how the superseded data were derived.
 HA1453
 HA1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3797496573(NAD 83)
 HA1453_MARKER: 51 = TANK
 HA1453
 HA1453  HISTORY     - Date     Condition        Report By
 HA1453  HISTORY     - 1946     FIRST OBSERVED   CGS
 HA1453
 HA1453                          STATION DESCRIPTION
 HA1453
 HA1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1453'THE STATION IS THE BALL ON THE TOP OF THE TANK, LOCATED WEST EDGE OF
 HA1453'ADDISON, ABOUT 700 FEET SOUTH OF THE NORTH BANK OF THE OHIO RIVER
 HA1453'AND 25 FEET SOUTH OF A DRIVEWAY.  IT IS A STEEL TANK AND IS ABOUT 100
 HA1453'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3220 ***********************************************************************
 GY3220  DESIGNATION -  ADKINS
 GY3220  PID         -  GY3220
 GY3220  STATE/COUNTY-  KY/PIKE
 GY3220  USGS QUAD   -  BROAD BOTTOM (1992)
 GY3220
 GY3220                         *CURRENT SURVEY CONTROL
 GY3220  ___________________________________________________________________
 GY3220* NAD 83(1993)-  37 30 17.79296(N)    082 33 29.19171(W)     ADJUSTED  
 GY3220* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 GY3220  ___________________________________________________________________
 GY3220  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 GY3220  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GY3220
 GY3220  HORZ ORDER  -  THIRD
 GY3220
 GY3220.The horizontal coordinates were established by classical geodetic methods
 GY3220.and adjusted by the National Geodetic Survey in December 1995..
 GY3220
 GY3220.The orthometric height was scaled from a topographic map.
 GY3220
 GY3220.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3220
 GY3220.The geoid height was determined by GEOID03.
 GY3220
 GY3220;                    North         East     Units Scale Factor Converg.
 GY3220;SPC KY1Z     - 1,134,854.198 1,782,149.841   MT  0.99992584   +1 57 34.9
 GY3220;SPC KY1Z     - 3,723,267.48  5,846,936.60   sFT  0.99992584   +1 57 34.9
 GY3220;SPC KY S     -   634,786.059   782,157.947   MT  0.99994983   +1 56 08.7
 GY3220;SPC KY S     - 2,082,627.26  2,566,129.86   sFT  0.99994983   +1 56 08.7
 GY3220;UTM  17      - 4,152,029.895   362,283.291   MT  0.99983362   -0 56 55.6
 GY3220
 GY3220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3220!SPC KY1Z     -   0.99994742  x   0.99992584  =   0.99987327
 GY3220!SPC KY S     -   0.99994742  x   0.99994983  =   0.99989726
 GY3220!UTM  17      -   0.99994742  x   0.99983362  =   0.99978105
 GY3220
 GY3220|---------------------------------------------------------------------|
 GY3220| PID    Reference Object                     Distance      Geod. Az  |
 GY3220|                                                           dddmmss.s |
 GY3220| DB8614 ADKINS RM 1                           7.272 METERS 07409     |
 GY3220| GY3221 COAL RUN                            APPROX. 1.2 KM 1153322.0 |
 GY3220| DB8615 ADKINS RM 2                           5.453 METERS 21251     |
 GY3220|---------------------------------------------------------------------|
 GY3220
 GY3220                          SUPERSEDED SURVEY CONTROL
 GY3220
 GY3220  NAD 83(1993)-  37 30 17.80029(N)    082 33 29.19687(W) AD(       ) 3
 GY3220  NAD 83(1986)-  37 30 17.80063(N)    082 33 29.19692(W) AD(       ) 3
 GY3220  NAD 27      -  37 30 17.44400(N)    082 33 29.64700(W) AD(       ) 3
 GY3220
 GY3220.Superseded values are not recommended for survey control.
 GY3220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3220.See file dsdata.txt to determine how the superseded data were derived.
 GY3220
 GY3220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB6228352030(NAD 83)
 GY3220_MARKER: DS = TRIANGULATION STATION DISK
 GY3220_SETTING: 66 = SET IN ROCK OUTCROP
 GY3220
 GY3220  HISTORY     - Date     Condition        Report By
 GY3220  HISTORY     - 1949     MONUMENTED       CGS
 GY3220
 GY3220                          STATION DESCRIPTION
 GY3220
 GY3220'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3220'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF PIKEVILLE ON THE
 GY3220'EAST SLOPE OF A WOODED RIDGE ABOUT 100 YARDS EAST OF A ROCK
 GY3220'FORMATION KNOWN LOCALLY AS TABLE ROCK AND IS ON PROPERTY OWNED BY
 GY3220'JOHN ADKINS.  IT IS 15 FEET WEST OF A 10 INCH OAK TREE WITH A
 GY3220'TRIANGLE BLAZE, 10 FEET SOUTHEAST OF A 10 INCH OAK TREE AND WHITE
 GY3220'WITNESS POST AND 8 FEET NORTHEAST OF A 8 INCH OAK TREE WITH A
 GY3220'TRIANGLE BLAZE.  THE DISK IS FLUSH IN BEDROCK ABOUT 1 FOOT BELOW THE
 GY3220'SURFACE OF THE GROUND AND IS STAMPED ADKINS 1949.
 GY3220'
 GY3220'REFERENCE MARK NO. 1 IS 10 FEET SOUTHEAST OF THE BLAZED 10 INCH OAK
 GY3220'TREE.  THE DISK IS FLUSH IN BEDROCK WHICH IS ABOUT 2 FEET LOWER IN
 GY3220'ELEVATION THAN THE STATION AND IS STAMPED ADKINS NO 1 1949.
 GY3220'
 GY3220'REFERENCE MARK NO. 2 IS 13 FEET SOUTHWEST OF THE 10 INCH OAK TREE AND
 GY3220'WHITE WITNESS POST AND 11 FEET WEST OF THE BLAZED 8 INCH OAK TREE.
 GY3220'THE DISK IS FLUSH IN BEDROCK WHICH IS ABOUT 4 FEET LOWER IN ELEVATION
 GY3220'THAN THE STATION AND IS STAMPED ADKINS NO 2 1949.
 GY3220'
 GY3220'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER LEVISA
 GY3220'FORK ABOUT 0.5 MILE NORTHWEST OF PIKEVILLE, GO NORTH AND WEST ON
 GY3220'U.S. HIGHWAY 23 FOR 3.2 MILES TO A SUSPENSION BRIDGE ON THE LEFT,
 GY3220'TURN LEFT ACROSS BRIDGE AND GO WEST ON DIRT ROAD FOR 0.25 MILE TO
 GY3220'THE RAILROAD CROSSING IN COAL RUN, CROSS TRACKS AND TURN RIGHT AT
 GY3220'FORK BEARING NORTHWEST AND FOLLOW MAIN DIRT ROAD UP HILL AND
 GY3220'CONTINUE NORTH AND WEST FOR 0.3 MILE TO A T ROAD RIGHT, TURN RIGHT
 GY3220'AND GO WEST ON DIRT ROAD FOR 0.1 MILE TO A GATE AT THE ENTRANCE TO
 GY3220'THE FARM OF MR. ADKINS.  THIS IS THE END OF TRUCK TRAVEL.  FROM THIS
 GY3220'POINT PACK IN A NORTHWESTERLY DIRECTION ALONG SLOPE OF RIDGE FOR
 GY3220'ABOUT 0.2 MILE TO A FENCE LINE, TURN LEFT AND CONTINUE WESTERLY
 GY3220'ALONG FENCE LINE TO KNOLL AND STATION AS DESCRIBED.  THIS IS ABOUT A
 GY3220'1/2 HOUR PACK.
 GY3220'
 GY3220'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1484 ***********************************************************************
 HA1484  DESIGNATION -  AETNAVILLE
 HA1484  PID         -  HA1484
 HA1484  STATE/COUNTY-  KY/OHIO
 HA1484  USGS QUAD   -  WHITESVILLE (1953)
 HA1484
 HA1484                         *CURRENT SURVEY CONTROL
 HA1484  ___________________________________________________________________
 HA1484* NAD 83(1993)-  37 41 02.17507(N)    086 47 00.26919(W)     ADJUSTED  
 HA1484* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 HA1484  ___________________________________________________________________
 HA1484  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 HA1484  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HA1484
 HA1484  HORZ ORDER  -  FIRST
 HA1484
 HA1484.The horizontal coordinates were established by classical geodetic methods
 HA1484.and adjusted by the National Geodetic Survey in December 1995..
 HA1484
 HA1484.The orthometric height was scaled from a topographic map.
 HA1484
 HA1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1484
 HA1484.The geoid height was determined by GEOID03.
 HA1484
 HA1484;                    North         East     Units Scale Factor Converg.
 HA1484;SPC KY1Z     - 1,150,397.985 1,408,855.067   MT  0.99991056   -0 38 04.1
 HA1484;SPC KY1Z     - 3,774,264.06  4,622,218.67   sFT  0.99991056   -0 38 04.1
 HA1484;SPC KY S     -   650,383.289   408,850.152   MT  0.99996399   -0 37 36.2
 HA1484;SPC KY S     - 2,133,799.17  1,341,369.21   sFT  0.99996399   -0 37 36.2
 HA1484;UTM  16      - 4,170,770.241   519,097.525   MT  0.99960449   +0 07 56.7
 HA1484
 HA1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1484!SPC KY1Z     -   0.99997664  x   0.99991056  =   0.99988720
 HA1484!SPC KY S     -   0.99997664  x   0.99996399  =   0.99994063
 HA1484!UTM  16      -   0.99997664  x   0.99960449  =   0.99958114
 HA1484
 HA1484:                Primary Azimuth Mark                     Grid Az
 HA1484:SPC KY1Z     -  AETNAVILLE AZ MK                         059 27 57.2
 HA1484:SPC KY S     -  AETNAVILLE AZ MK                         059 27 29.3
 HA1484:UTM  16      -  AETNAVILLE AZ MK                         058 41 56.4
 HA1484
 HA1484|---------------------------------------------------------------------|
 HA1484| PID    Reference Object                     Distance      Geod. Az  |
 HA1484|                                                           dddmmss.s |
 HA1484| CG7019 AETNAVILLE AZ MK                                   0584953.1 |
 HA1484| CG7020 AETNAVILLE RM 1                      24.811 METERS 19046     |
 HA1484| CG7021 AETNAVILLE RM 2                      37.033 METERS 34854     |
 HA1484|---------------------------------------------------------------------|
 HA1484
 HA1484                          SUPERSEDED SURVEY CONTROL
 HA1484
 HA1484  NAD 83(1986)-  37 41 02.18414(N)    086 47 00.27441(W) AD(       ) 1
 HA1484  NAD 27      -  37 41 01.99900(N)    086 47 00.31200(W) AD(       ) 1
 HA1484
 HA1484.Superseded values are not recommended for survey control.
 HA1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1484.See file dsdata.txt to determine how the superseded data were derived.
 HA1484
 HA1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG1909870770(NAD 83)
 HA1484_MARKER: DS = TRIANGULATION STATION DISK
 HA1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1484
 HA1484  HISTORY     - Date     Condition        Report By
 HA1484  HISTORY     - 1950     MONUMENTED       CGS
 HA1484
 HA1484                          STATION DESCRIPTION
 HA1484
 HA1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1484'STATION IS LOCATED ABOUT 4 MILES EAST OF WHITESVILLE, 4 MILES
 HA1484'NORTHWEST OF FORDSVILLE AND 1 MILE NORTH OF THE
 HA1484'VILLAGE OF AETNAVILLE. IT IS 24 FEET EAST OF CENTER OF A DIRT ROAD
 HA1484'AND 6 FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2
 HA1484'INCHES AND THE DISK IS STAMPED AETNAVILLE 1950.
 HA1484'
 HA1484'REFERENCE MARK NO.1 IS 20 FEET EAST OF CENTER OF DIRT ROAD. THE MARK
 HA1484'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED AETNAVILLE NO 1
 HA1484'1950.
 HA1484'
 HA1484'REFERENCE MARK NO.2 IS 24 FEET SOUTH OF CENTER OF A DIRT ROAD AND 12
 HA1484'FEET WEST OF ANOTHER DIRT ROAD. THE MARK PROJECTS ABOUT 2 INCHES
 HA1484'AND THE DISK IS STAMPED AETNAVILLE NO 2 1950.
 HA1484'
 HA1484'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE NORTHEAST OF STATION, 17 FEET
 HA1484'SOUTHWEST OF CENTER OF A DIRT ROAD, 2 FEET SOUTHEAST OF A
 HA1484'WHITE WITNESS POST AND 1 FOOT NORTHEAST OF A FENCE LINE. THE MARK
 HA1484'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED AETNAVILLE 1950.
 HA1484'
 HA1484'TO REACH STATION FROM THE Y ROAD FORKS IN WHITESVILLE, GO EAST AND
 HA1484'SOUTH ON STATE HIGHWAY 54 FOR 4.5 MILES TO A GRAVEL T ROAD LEFT, TURN
 HA1484'LEFT AND GO NORTH AND EAST FOR 1.1 MILES TO A T ROAD INTERSECTION,
 HA1484'TURN RIGHT, OR STRAIGHT AHEAD AND GO NORTHEAST FOR 0.45 MILE TO
 HA1484'ANOTHER T ROAD RIGHT, IN THE VILLAGE OF AETNAVILLE, CONTINUE STRAIGHT
 HA1484'AHEAD, LEFT, UPHILL, FOR 0.9 MILE TO THE STATION ON RIGHT AS
 HA1484'DESCRIBED.
 HA1484'
 HA1484'TO REACH AZIMUTH MARK FROM STATION, GO NORTHEAST ON DIRT ROAD FOR
 HA1484'0.55 MILE TO A T ROAD, TURN LEFT AND GO NORTH FOR 0.3 MILE TO A FARM
 HA1484'ROAD LEFT AND MAIN TRACK ROAD RIGHT, TURN RIGHT AND FOLLOW MAIN TRACK
 HA1484'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON RIGHT, ABOUT 200 FEET
 HA1484'EAST OF A LARGE BARN, AS DESCRIBED.
 HA1484'
 HA1484'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2337 ***********************************************************************
 GZ2337  DESIGNATION -  AFB
 GZ2337  PID         -  GZ2337
 GZ2337  STATE/COUNTY-  KY/HARDIN
 GZ2337  USGS QUAD   -  FORT KNOX (1991)
 GZ2337
 GZ2337                         *CURRENT SURVEY CONTROL
 GZ2337  ___________________________________________________________________
 GZ2337* NAD 83(1986)-  37 54 16.     (N)    085 57 58.     (W)     SCALED    
 GZ2337* NAVD 88     -       222.755  (meters)     730.82   (feet)  ADJUSTED  
 GZ2337  ___________________________________________________________________
 GZ2337  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GZ2337  DYNAMIC HT  -         222.594 (meters)     730.29  (feet)  COMP
 GZ2337  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 GZ2337
 GZ2337  VERT ORDER  -  FIRST     CLASS II
 GZ2337
 GZ2337.The horizontal coordinates were scaled from a topographic map and have
 GZ2337.an estimated accuracy of +/- 6 seconds.
 GZ2337
 GZ2337.The orthometric height was determined by differential leveling
 GZ2337.and adjusted by the National Geodetic Survey in June 1991..
 GZ2337
 GZ2337.The geoid height was determined by GEOID03.
 GZ2337
 GZ2337.The dynamic height is computed by dividing the NAVD 88
 GZ2337.geopotential number by the normal gravity value computed on the
 GZ2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2337.degrees latitude (g = 980.6199 gals.).
 GZ2337
 GZ2337.The modeled gravity was interpolated from observed gravity values.
 GZ2337
 GZ2337;                    North         East    Units  Estimated Accuracy
 GZ2337;SPC KY1Z     - 1,174,390.    1,481,000.      MT  (+/- 180 meters Scaled)
 GZ2337
 GZ2337                          SUPERSEDED SURVEY CONTROL
 GZ2337
 GZ2337  NGVD 29 (??/??/92)  222.876  (m)          731.22   (f) ADJ UNCH    1 2
 GZ2337
 GZ2337.Superseded values are not recommended for survey control.
 GZ2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2337.See file dsdata.txt to determine how the superseded data were derived.
 GZ2337
 GZ2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG908957(NAD 83)
 GZ2337_MARKER: S = SPIKE
 GZ2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2337+STABILITY: SURFACE MOTION
 GZ2337
 GZ2337  HISTORY     - Date     Condition        Report By
 GZ2337  HISTORY     - UNK      MONUMENTED       USAF
 GZ2337  HISTORY     - 1953     GOOD             NGS
 GZ2337
 GZ2337                          STATION DESCRIPTION
 GZ2337
 GZ2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GZ2337'0.9 MI NW FROM FORT KNOX.
 GZ2337'0.6 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GZ2337'THE STATION AT FORT KNOX, THENCE 0.3 MILE SOUTHWEST OF GODMAN
 GZ2337'FIELD, LOCATED ON THE LAWN AT THE SOUTHEAST SIDE OF HANGAR NO.
 GZ2337'1, 3 FEET NORTHEAST OF THE NORTHEAST EDGE OF A WALK LEADING TO
 GZ2337'CENTER ENTRANCE ON THE SOUTHEAST SIDE OF THE HANGAR, 6 3/4 FEET
 GZ2337'NORTHWEST OF THE NORTHWEST CURB OF A STREET, 45 1/2 FEET
 GZ2337'SOUTHEAST OF THE SOUTHEAST WALL OF THE HANGAR, ABOUT 1/2 FOOT
 GZ2337'ABOVE THE LEVEL OF THE WALK AND IN THE TOP OF A CONCRETE POST
 GZ2337'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2367 ***********************************************************************
 GC2367  DESIGNATION -  AID
 GC2367  PID         -  GC2367
 GC2367  STATE/COUNTY-  KY/WARREN
 GC2367  USGS QUAD   -  ROCKFIELD (1979)
 GC2367
 GC2367                         *CURRENT SURVEY CONTROL
 GC2367  ___________________________________________________________________
 GC2367* NAD 83(1993)-  36 53 04.69585(N)    086 31 30.62814(W)     ADJUSTED  
 GC2367* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 GC2367  ___________________________________________________________________
 GC2367  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 GC2367  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GC2367
 GC2367  HORZ ORDER  -  THIRD
 GC2367
 GC2367.The horizontal coordinates were established by classical geodetic methods
 GC2367.and adjusted by the National Geodetic Survey in December 1995..
 GC2367
 GC2367.The orthometric height was scaled from a topographic map.
 GC2367
 GC2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2367
 GC2367.The geoid height was determined by GEOID03.
 GC2367
 GC2367;                    North         East     Units Scale Factor Converg.
 GC2367;SPC KY1Z     - 1,061,474.688 1,430,893.422   MT  1.00005347   -0 28 33.3
 GC2367;SPC KY1Z     - 3,482,521.54  4,694,522.84   sFT  1.00005347   -0 28 33.3
 GC2367;SPC KY S     -   561,463.679   430,898.758   MT  0.99997598   -0 28 12.4
 GC2367;SPC KY S     - 1,842,068.75  1,413,707.01   sFT  0.99997598   -0 28 12.4
 GC2367;UTM  16      - 4,082,180.217   542,311.984   MT  0.99962205   +0 17 06.0
 GC2367
 GC2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2367!SPC KY1Z     -   0.99997572  x   1.00005347  =   1.00002919
 GC2367!SPC KY S     -   0.99997572  x   0.99997598  =   0.99995170
 GC2367!UTM  16      -   0.99997572  x   0.99962205  =   0.99959778
 GC2367
 GC2367|---------------------------------------------------------------------|
 GC2367| PID    Reference Object                     Distance      Geod. Az  |
 GC2367|                                                           dddmmss.s |
 GC2367| CG5438 AID RM 2                             14.438 METERS 01813     |
 GC2367| CG5436 AID AZ MK                                          0241130.6 |
 GC2367| CG5437 AID RM 1                             28.865 METERS 11352     |
 GC2367|---------------------------------------------------------------------|
 GC2367
 GC2367                          SUPERSEDED SURVEY CONTROL
 GC2367
 GC2367  NAD 83(1986)-  36 53 04.70556(N)    086 31 30.63423(W) AD(       ) 3
 GC2367  NAD 27      -  36 53 04.57400(N)    086 31 30.66200(W) AD(       ) 3
 GC2367
 GC2367.Superseded values are not recommended for survey control.
 GC2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2367.See file dsdata.txt to determine how the superseded data were derived.
 GC2367
 GC2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4231282180(NAD 83)
 GC2367_MARKER: DS = TRIANGULATION STATION DISK
 GC2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2367
 GC2367  HISTORY     - Date     Condition        Report By
 GC2367  HISTORY     - 1951     MONUMENTED       CGS
 GC2367
 GC2367                          STATION DESCRIPTION
 GC2367
 GC2367'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2367'STATION IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY 31 W ABOUT 9
 GC2367'MILES SOUTHWEST OF BOWLING GREEN.  IT IS 90 FEET SOUTHWEST OF THE
 GC2367'INTERSECTION OF HIGHWAY 31 W AND A PAVED ROAD, 45 FEET WEST OF CENTER
 GC2367'OF HIGHWAY 31 W, 3 FEET NORTHEAST OF A WHITE WITNESS POST AND 3 FEET
 GC2367'EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED AID 1951.
 GC2367'
 GC2367'REFERENCE MARK NO. 1 IS 50 FEET EAST OF CENTER OF HIGHWAY AND 1 FOOT
 GC2367'WEST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GC2367'STAMPED AID NO 1 1951.
 GC2367'
 GC2367'REFERENCE MARK NO. 2 IS 57 FEET SOUTHWEST OF INTERSECTION, 26 FEET
 GC2367'SOUTH OF CENTER OF PAVED ROAD AND 1 FOOT EAST OF FENCE.  THE
 GC2367'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED AID NO 2 1951.
 GC2367'
 GC2367'AZIMUTH MARK IS 49 FEET EAST OF CENTER OF HIGHWAY 31 W, 4 FEET EAST
 GC2367'OF A STONE MARKER WHICH IS ABOUT 3 FEET HIGH AND HAS B.G. 8
 GC2367'ENGRAVED ON THE WEST SIDE, 2 FEET SOUTHWEST OF A WHITE WITNESS POST
 GC2367'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 GC2367'THE DISK IS STAMPED AID 1951.
 GC2367'
 GC2367'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 W BUSINESS
 GC2367'ROUTE AND 31W ALTERNATE AT THE SOUTH SIDE OF BOWLING GREEN, GO
 GC2367'SOUTHWEST ON HIGHWAY 31 W FOR 7.25 MILES TO AZIMUTH MARK ON LEFT AS
 GC2367'DESCRIBED.  CONTINUE ON HIGHWAY 31 W FOR 0.25 MILE TO A PAVED ROAD
 GC2367'RIGHT AND STATION AS DESCRIBED.
 GC2367'
 GC2367'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1259 ***********************************************************************
 HA1259  DESIGNATION -  AIRPORT
 HA1259  PID         -  HA1259
 HA1259  STATE/COUNTY-  KY/UNION
 HA1259  USGS QUAD   -  STURGIS (1969)
 HA1259
 HA1259                         *CURRENT SURVEY CONTROL
 HA1259  ___________________________________________________________________
 HA1259* NAD 83(1993)-  37 32 39.99827(N)    087 57 34.87515(W)     ADJUSTED  
 HA1259* NAVD 88     -       113.151  (meters)     371.23   (feet)  ADJUSTED  
 HA1259  ___________________________________________________________________
 HA1259  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 HA1259  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 HA1259  DYNAMIC HT  -         113.070 (meters)     370.96  (feet)  COMP
 HA1259  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 HA1259
 HA1259  HORZ ORDER  -  THIRD
 HA1259  VERT ORDER  -  FIRST     CLASS II
 HA1259
 HA1259.The horizontal coordinates were established by classical geodetic methods
 HA1259.and adjusted by the National Geodetic Survey in December 1995..
 HA1259
 HA1259.The orthometric height was determined by differential leveling
 HA1259.and adjusted by the National Geodetic Survey in June 1991..
 HA1259
 HA1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1259
 HA1259.The geoid height was determined by GEOID03.
 HA1259
 HA1259.The dynamic height is computed by dividing the NAVD 88
 HA1259.geopotential number by the normal gravity value computed on the
 HA1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1259.degrees latitude (g = 980.6199 gals.).
 HA1259
 HA1259.The modeled gravity was interpolated from observed gravity values.
 HA1259
 HA1259;                    North         East     Units Scale Factor Converg.
 HA1259;SPC KY1Z     - 1,136,723.969 1,304,756.814   MT  0.99992163   -1 21 24.0
 HA1259;SPC KY1Z     - 3,729,401.89  4,280,689.65   sFT  0.99992163   -1 21 24.0
 HA1259;SPC KY S     -   636,686.601   304,750.419   MT  0.99995211   -1 20 24.3
 HA1259;SPC KY S     - 2,088,862.62    999,835.33   sFT  0.99995211   -1 20 24.3
 HA1259;UTM  16      - 4,155,704.771   415,222.419   MT  0.99968853   -0 35 05.4
 HA1259
 HA1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1259!SPC KY1Z     -   0.99998693  x   0.99992163  =   0.99990856
 HA1259!SPC KY S     -   0.99998693  x   0.99995211  =   0.99993904
 HA1259!UTM  16      -   0.99998693  x   0.99968853  =   0.99967546
 HA1259
 HA1259|---------------------------------------------------------------------|
 HA1259| PID    Reference Object                     Distance      Geod. Az  |
 HA1259|                                                           dddmmss.s |
 HA1259| CG7022 AIRPORT RM 1                          8.577 METERS 06829     |
 HA1259| CG7023 AIRPORT RM 2                         14.672 METERS 14600     |
 HA1259| HA0936 R 139                                              1600958.1 |
 HA1259| HA0935 S 139                                              1644837.6 |
 HA1259| CG7024 AIRPORT RM 3                         12.062 METERS 17606     |
 HA1259| HA1711 AIRPORT BEACON STURGIS AIRPORT       25.588 METERS 24436     |
 HA1259| HA1713 STURGIS MUNICIPAL TANK              APPROX. 2.2 KM 2694901.2 |
 HA1259|---------------------------------------------------------------------|
 HA1259
 HA1259                          SUPERSEDED SURVEY CONTROL
 HA1259
 HA1259  NAD 83(1986)-  37 32 40.00598(N)    087 57 34.87811(W) AD(       ) 3
 HA1259  NAD 27      -  37 32 39.83528(N)    087 57 34.79257(W) AD(       ) 3
 HA1259
 HA1259.Superseded values are not recommended for survey control.
 HA1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1259.See file dsdata.txt to determine how the superseded data were derived.
 HA1259
 HA1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1522255705(NAD 83)
 HA1259_MARKER: DS = TRIANGULATION STATION DISK
 HA1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1259_SP_SET: CONCRETE POST
 HA1259_STAMPING: AIRPORT 1962
 HA1259_MARK LOGO: CGS   
 HA1259_PROJECTION: FLUSH
 HA1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1259+STABILITY: SURFACE MOTION
 HA1259
 HA1259  HISTORY     - Date     Condition        Report By
 HA1259  HISTORY     - 1962     MONUMENTED       CGS
 HA1259  HISTORY     - 1986     GOOD             NGS
 HA1259
 HA1259                          STATION DESCRIPTION
 HA1259
 HA1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1259'THE STATION IS LOCATED AT THE STURGIS AIRPORT, ABOUT 1 MILE EAST OF
 HA1259'STURGIS AND ON PROPERTY OWNED BY THE AIRPORT. IT IS 125 FEET NORTH
 HA1259'OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 96 FEET WEST OF THE
 HA1259'CENTERLINE OF A PAVED ROAD, 77 FEET SOUTHEAST OF THE
 HA1259'SOUTHEAST LEG OF THE BEACON, AND 31 FEET WEST OF THE NORTHWEST CORNER
 HA1259'OF GREEN BUILDING NO. T-8. THE MONUMENT IS FLUSH AND THE DISK IS
 HA1259'STAMPED AIRPORT 1962.
 HA1259'
 HA1259'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 641 AND STATE
 HA1259'HIGHWAY 109 IN STURGIS, GO SOUTHEAST ON HIGHWAY 60, 641 AND 109 FOR
 HA1259'0.95 MILE TO A SIDE ROAD LEFT AND ENTRANCE TO STURGIS AIRPORT. TURN
 HA1259'LEFT, GO EAST AND SOUTHEAST ON A PAVED ROAD FOR 0.25 MILE TO FORK.
 HA1259'KEEP LEFT AND GO EAST ON A PAVED ROAD FOR 0.2 MILE TO A
 HA1259'CROSS-STREET.* TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.25
 HA1259'MILE TO GREEN BUILDING NO. T-8 AND THE STATION ON THE WEST SIDE OF
 HA1259'THE BUILDING.
 HA1259'
 HA1259'*TO REACH BENCH MARKS S 139 AND R 139 FROM THIS POINT, TURN RIGHT AND
 HA1259'GO SOUTH FOR 0.05 MILE TO A T-ROAD. TURN LEFT AND GO EAST FOR 0.05
 HA1259'MILE TO S 139 ON THE RIGHT AND R 139 ON THE LEFT.
 HA1259'
 HA1259'REFERENCE MARK 1 IS 72 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD
 HA1259'AND 12 FEET NORTHWEST OF THE NORTHWEST CORNER OF GREEN BUILDING
 HA1259'NO. T-8. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED AIRPORT NO 1
 HA1259'1962.
 HA1259'
 HA1259'REFERENCE MARK 2 IS 49 FEET NORTHWEST OF A RED GAS PUMP, 21 FEET
 HA1259'NORTHWEST OF A POWER POLE AND 2 FEET NORTHWEST OF THE SOUTHWEST
 HA1259'CORNER OF GREEN BUILDING NO. T-8.  THE MONUMENT IS FLUSH AND THE DISK
 HA1259'IS STAMPED AIRPORT NO 2 1962.
 HA1259'
 HA1259'BENCH MARK S 139 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 HA1259'MARK DISK SET IN AN 8 INCH CONCRETE POST PROJECTING 1 INCH AND THE
 HA1259'DISK IS STAMPED S 139 1949. IT IS 76 FEET SOUTH OF THE CENTERLINE OF
 HA1259'A PAVED ROAD, 33 FEET WEST OF THE CENTERLINE OF A GRAVELED
 HA1259'DRIVEWAY, 8 FEET NORTH OF A TELEPHONE POLE AND 4 FEET NORTHWEST OF
 HA1259'THE NORTHWEST CORNER OF A CONCRETE FOUNDATION.
 HA1259'
 HA1259'BENCH MARK R 139 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 HA1259'MARK DISK CEMENTED IN A DRILLED HOLE IN THE NORTHEAST
 HA1259'FOUNDATION OF AN ABANDONED TOWER AND THE DISK IS STAMPED R 139 1949.
 HA1259'IT IS 25 FEET WEST OF THE NORTHWEST CORNER OF A GREEN BUILDING,
 HA1259'164 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD AND 49 FEET
 HA1259'SOUTHEAST OF A TELEPHONE POLE.
 HA1259'
 HA1259'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HA1259
 HA1259                          STATION RECOVERY (1986)
 HA1259
 HA1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HA1259'2.6 KM (1.6 MI) EAST FROM STURGIS.
 HA1259'1.6 KM (1.0 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HA1259'WITH STATE HIGHWAY 109 IN STURGIS, THENCE 0.6 KM (0.35 MI) EASTERLY
 HA1259'ALONG A PAVED ROAD, THENCE 0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD
 HA1259'AT THE STURGIS MUNICIPAL AIRPORT, 26.8 M (87.9 FT) WEST OF THE CENTER
 HA1259'OF THE ROAD, 20.4 M (66.9 FT) SOUTH OF THE EXTENDED CENTER OF A PAVED
 HA1259'ROAD LEADING EAST, AND 9.4 M (30.8 FT) WEST OF THE NORTHWEST CORNER OF
 HA1259'A GREEN METAL BUILDING.
 HA1259'THE MARK IS ABOVE LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1711 ***********************************************************************
 HA1711  DESIGNATION -  AIRPORT BEACON STURGIS AIRPORT
 HA1711  PID         -  HA1711
 HA1711  STATE/COUNTY-  KY/UNION
 HA1711  USGS QUAD   -  STURGIS (1969)
 HA1711
 HA1711                         *CURRENT SURVEY CONTROL
 HA1711  ___________________________________________________________________
 HA1711* NAD 83(1993)-  37 32 39.64225(N)    087 57 35.81675(W)     ADJUSTED  
 HA1711* NAVD 88     -                                                        
 HA1711  ___________________________________________________________________
 HA1711  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 HA1711  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 HA1711
 HA1711  HORZ ORDER  -  THIRD
 HA1711
 HA1711.The horizontal coordinates were established by classical geodetic methods
 HA1711.and adjusted by the National Geodetic Survey in December 1995..
 HA1711
 HA1711
 HA1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1711
 HA1711.The geoid height was determined by GEOID03.
 HA1711
 HA1711;                    North         East     Units Scale Factor Converg.
 HA1711;SPC KY1Z     - 1,136,713.545 1,304,733.448   MT  0.99992164   -1 21 24.6
 HA1711;SPC KY1Z     - 3,729,367.69  4,280,612.99   sFT  0.99992164   -1 21 24.6
 HA1711;SPC KY S     -   636,676.169   304,727.055   MT  0.99995211   -1 20 24.9
 HA1711;SPC KY S     - 2,088,828.40    999,758.68   sFT  0.99995211   -1 20 24.9
 HA1711;UTM  16      - 4,155,694.035   415,199.201   MT  0.99968858   -0 35 06.0
 HA1711
 HA1711                          SUPERSEDED SURVEY CONTROL
 HA1711
 HA1711  NAD 83(1986)-  37 32 39.64995(N)    087 57 35.81970(W) AD(       ) 4
 HA1711  NAD 27      -  37 32 39.47925(N)    087 57 35.73413(W) AD(       ) 3
 HA1711
 HA1711.Superseded values are not recommended for survey control.
 HA1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1711.See file dsdata.txt to determine how the superseded data were derived.
 HA1711
 HA1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1519955694(NAD 83)
 HA1711_MARKER: 21 = AIRPORT BEACON
 HA1711
 HA1711  HISTORY     - Date     Condition        Report By
 HA1711  HISTORY     - 1962     FIRST OBSERVED   CGS
 HA1711
 HA1711                          STATION DESCRIPTION
 HA1711
 HA1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1711'THE STATION IS THE CENTER OF THE TOP OF THE BEACON, LOCATED ABOUT 1
 HA1711'MILE EAST OF STURGIS AND ON PROPERTY OWNED BY THE STURGIS AIRPORT.
 HA1711'IT IS A 3 LEGGED WOODEN STRUCTURE WITH A WHITE REVOLVING BEACON ON
 HA1711'THE TOP AND THE OVERALL HEIGHT IS ABOUT 50 FEET.
 HA1711'
 HA1711'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION AIRPORT 1962,
 HA1711'THE DISTANCE BEING 83.95 FEET 25.588 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2101 ***********************************************************************
 GC2101  DESIGNATION -  AIRWAY BEACON 68
 GC2101  PID         -  GC2101
 GC2101  STATE/COUNTY-  KY/ALLEN
 GC2101  USGS QUAD   -  HICKORY FLAT (1967)
 GC2101
 GC2101                         *CURRENT SURVEY CONTROL
 GC2101  ___________________________________________________________________
 GC2101* NAD 83(1993)-  36 40 00.09659(N)    086 23 43.78330(W)     ADJUSTED  
 GC2101* NAVD 88     -                                                        
 GC2101  ___________________________________________________________________
 GC2101  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 GC2101  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GC2101
 GC2101  HORZ ORDER  -  THIRD
 GC2101
 GC2101.The horizontal coordinates were established by classical geodetic methods
 GC2101.and adjusted by the National Geodetic Survey in December 1995..
 GC2101
 GC2101
 GC2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2101
 GC2101.The geoid height was determined by GEOID03.
 GC2101
 GC2101;                    North         East     Units Scale Factor Converg.
 GC2101;SPC KY1Z     - 1,037,199.108 1,442,286.770   MT  1.00012571   -0 23 46.7
 GC2101;SPC KY1Z     - 3,402,877.41  4,731,902.51   sFT  1.00012571   -0 23 46.7
 GC2101;SPC KY S     -   537,191.469   442,293.276   MT  1.00001276   -0 23 29.3
 GC2101;SPC KY S     - 1,762,435.68  1,451,090.52   sFT  1.00001276   -0 23 29.3
 GC2101;SPC TN       -   258,966.066   564,641.425   MT  1.00005391   -0 13 53.5
 GC2101;SPC TN       -   849,624.50  1,852,494.41   sFT  1.00005391   -0 13 53.5
 GC2101;UTM  16      - 4,058,068.815   554,020.593   MT  0.99963595   +0 21 39.6
 GC2101
 GC2101                          SUPERSEDED SURVEY CONTROL
 GC2101
 GC2101  NAD 83(1986)-  36 40 00.10602(N)    086 23 43.78782(W) AD(       ) 4
 GC2101  NAD 27      -  36 39 59.96200(N)    086 23 43.81400(W) AD(       ) 3
 GC2101
 GC2101.Superseded values are not recommended for survey control.
 GC2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2101.See file dsdata.txt to determine how the superseded data were derived.
 GC2101
 GC2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5402158069(NAD 83)
 GC2101_MARKER: 22 = AIRWAY BEACON
 GC2101
 GC2101  HISTORY     - Date     Condition        Report By
 GC2101  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2101
 GC2101                          STATION DESCRIPTION
 GC2101
 GC2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2101'A 24-INCH BEACON ON 87-FOOT STEEL TOWER, 12.5 MILES BY ROAD FROM
 GC2101'FRANKLIN, AND ABOUT 4 MILES SOUTH OF HICKORY FLAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2110 ***********************************************************************
 GC2110  DESIGNATION -  AIRWAY BEACON 69
 GC2110  PID         -  GC2110
 GC2110  STATE/COUNTY-  KY/ALLEN
 GC2110  USGS QUAD   -  ALLEN SPRINGS (1979)
 GC2110
 GC2110                         *CURRENT SURVEY CONTROL
 GC2110  ___________________________________________________________________
 GC2110* NAD 83(1993)-  36 49 52.34471(N)    086 19 01.00829(W)     ADJUSTED  
 GC2110* NAVD 88     -                                                        
 GC2110  ___________________________________________________________________
 GC2110  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 GC2110  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GC2110
 GC2110  HORZ ORDER  -  THIRD
 GC2110
 GC2110.The horizontal coordinates were established by classical geodetic methods
 GC2110.and adjusted by the National Geodetic Survey in December 1995..
 GC2110
 GC2110
 GC2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2110
 GC2110.The geoid height was determined by GEOID03.
 GC2110
 GC2110;                    North         East     Units Scale Factor Converg.
 GC2110;SPC KY1Z     - 1,055,411.455 1,449,420.569   MT  1.00006986   -0 20 53.1
 GC2110;SPC KY1Z     - 3,462,629.08  4,755,307.32   sFT  1.00006986   -0 20 53.1
 GC2110;SPC KY S     -   555,402.569   449,424.920   MT  0.99998368   -0 20 37.8
 GC2110;SPC KY S     - 1,822,183.26  1,474,488.26   sFT  0.99998368   -0 20 37.8
 GC2110;UTM  16      - 4,076,365.517   560,909.879   MT  0.99964570   +0 24 34.1
 GC2110
 GC2110                          SUPERSEDED SURVEY CONTROL
 GC2110
 GC2110  NAD 83(1986)-  36 49 52.35333(N)    086 19 01.01532(W) AD(       ) 4
 GC2110  NAD 27      -  36 49 52.18000(N)    086 19 01.11000(W) AD(       ) 3
 GC2110
 GC2110.Superseded values are not recommended for survey control.
 GC2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2110.See file dsdata.txt to determine how the superseded data were derived.
 GC2110
 GC2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6091076366(NAD 83)
 GC2110_MARKER: 22 = AIRWAY BEACON
 GC2110
 GC2110  HISTORY     - Date     Condition        Report By
 GC2110  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2110
 GC2110                          STATION DESCRIPTION
 GC2110
 GC2110'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2106 ***********************************************************************
 GC2106  DESIGNATION -  AIRWAY BEACON 70
 GC2106  PID         -  GC2106
 GC2106  STATE/COUNTY-  KY/WARREN
 GC2106  USGS QUAD   -  POLKVILLE (1954)
 GC2106
 GC2106                         *CURRENT SURVEY CONTROL
 GC2106  ___________________________________________________________________
 GC2106* NAD 83(1993)-  36 56 01.80065(N)    086 15 32.88192(W)     ADJUSTED  
 GC2106* NAVD 88     -                                                        
 GC2106  ___________________________________________________________________
 GC2106  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GC2106  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GC2106
 GC2106  HORZ ORDER  -  THIRD
 GC2106
 GC2106.The horizontal coordinates were established by classical geodetic methods
 GC2106.and adjusted by the National Geodetic Survey in December 1995..
 GC2106
 GC2106
 GC2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2106
 GC2106.The geoid height was determined by GEOID03.
 GC2106
 GC2106;                    North         East     Units Scale Factor Converg.
 GC2106;SPC KY1Z     - 1,066,771.205 1,454,640.355   MT  1.00003913   -0 18 45.3
 GC2106;SPC KY1Z     - 3,499,898.53  4,772,432.56   sFT  1.00003913   -0 18 45.3
 GC2106;SPC KY S     -   566,761.802   454,643.501   MT  0.99996966   -0 18 31.6
 GC2106;SPC KY S     - 1,859,451.01  1,491,609.55   sFT  0.99996966   -0 18 31.6
 GC2106;UTM  16      - 4,087,788.672   565,976.945   MT  0.99965362   +0 26 42.7
 GC2106
 GC2106                          SUPERSEDED SURVEY CONTROL
 GC2106
 GC2106  NAD 83(1986)-  36 56 01.80978(N)    086 15 32.88745(W) AD(       ) 4
 GC2106  NAD 27      -  36 56 01.66400(N)    086 15 32.94200(W) AD(       ) 3
 GC2106
 GC2106.Superseded values are not recommended for survey control.
 GC2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2106.See file dsdata.txt to determine how the superseded data were derived.
 GC2106
 GC2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6597787789(NAD 83)
 GC2106_MARKER: 22 = AIRWAY BEACON
 GC2106
 GC2106  HISTORY     - Date     Condition        Report By
 GC2106  HISTORY     - 1939     FIRST OBSERVED   CGS
 GC2106
 GC2106                          STATION DESCRIPTION
 GC2106
 GC2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 GC2106'THIS STATION IS AIRWAY BEACON NO. 70 OF THE DALLAS-LOUISVILLE LINE
 GC2106'LOCATED ABOUT 0.8 MILE SOUTH-SOUTHWEST OF IRON BRIDGE, KY.  IT
 GC2106'IS LOCATED ON A HIGH POINT OF GROUND ABOUT 0.1 MILE WEST OF THE IRON
 GC2106'BRIDGE-ALLENS SPRING ROAD.  THE BEACON IS A STANDARD ORANGE AND
 GC2106'WHITE TOWER APPROXIMATELY 75 FEET HIGH, HAS A REVOLVING BEACON WITH
 GC2106'DIRECTION LIGHTS POINTING NORTH-NORTHWEST AND SOUTH-SOUTHEAST.
 GC2106'
 GC2106'THE BEACON IS ON LAND OWNED BY MR. HUEY KIRBY, BOWLING GREEN, KY.,
 GC2106'ROUTE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1379 ***********************************************************************
 HA1379  DESIGNATION -  AIRWAY BEACON 72
 HA1379  PID         -  HA1379
 HA1379  STATE/COUNTY-  KY/EDMONSON
 HA1379  USGS QUAD   -  RHODA (1979)
 HA1379
 HA1379                         *CURRENT SURVEY CONTROL
 HA1379  ___________________________________________________________________
 HA1379* NAD 83(1993)-  37 10 46.92846(N)    086 07 45.71775(W)     ADJUSTED  
 HA1379* NAVD 88     -                                                        
 HA1379  ___________________________________________________________________
 HA1379  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 HA1379  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA1379
 HA1379  HORZ ORDER  -  THIRD
 HA1379
 HA1379.The horizontal coordinates were established by classical geodetic methods
 HA1379.and adjusted by the National Geodetic Survey in December 1995..
 HA1379
 HA1379
 HA1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1379
 HA1379.The geoid height was determined by GEOID03.
 HA1379
 HA1379;                    North         East     Units Scale Factor Converg.
 HA1379;SPC KY1Z     - 1,094,002.345 1,466,312.451   MT  0.99997833   -0 13 58.5
 HA1379;SPC KY1Z     - 3,589,239.36  4,810,726.77   sFT  0.99997833   -0 13 58.5
 HA1379;SPC KY S     -   593,992.276   466,313.436   MT  0.99994902   -0 13 48.3
 HA1379;SPC KY S     - 1,948,789.66  1,529,896.66   sFT  0.99994902   -0 13 48.3
 HA1379;UTM  16      - 4,115,162.497   577,283.711   MT  0.99967357   +0 31 34.2
 HA1379
 HA1379                          SUPERSEDED SURVEY CONTROL
 HA1379
 HA1379  NAD 83(1986)-  37 10 46.93714(N)    086 07 45.72406(W) AD(       ) 4
 HA1379  NAD 27      -  37 10 46.78000(N)    086 07 45.80000(W) AD(       ) 3
 HA1379
 HA1379.Superseded values are not recommended for survey control.
 HA1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1379.See file dsdata.txt to determine how the superseded data were derived.
 HA1379
 HA1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7728415162(NAD 83)
 HA1379_MARKER: 22 = AIRWAY BEACON
 HA1379
 HA1379  HISTORY     - Date     Condition        Report By
 HA1379  HISTORY     - 1933     FIRST OBSERVED   CGS
 HA1379
 HA1379                          STATION DESCRIPTION
 HA1379
 HA1379'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1356 ***********************************************************************
 HA1356  DESIGNATION -  AIRWAY BEACON 73
 HA1356  PID         -  HA1356
 HA1356  STATE/COUNTY-  KY/HART
 HA1356  USGS QUAD   -  CUB RUN (1966)
 HA1356
 HA1356                         *CURRENT SURVEY CONTROL
 HA1356  ___________________________________________________________________
 HA1356* NAD 83(1993)-  37 17 50.31528(N)    086 03 50.53538(W)     ADJUSTED  
 HA1356* NAVD 88     -                                                        
 HA1356  ___________________________________________________________________
 HA1356  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 HA1356  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HA1356
 HA1356  HORZ ORDER  -  THIRD
 HA1356
 HA1356.The horizontal coordinates were established by classical geodetic methods
 HA1356.and adjusted by the National Geodetic Survey in December 1995..
 HA1356
 HA1356
 HA1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1356
 HA1356.The geoid height was determined by GEOID03.
 HA1356
 HA1356;                    North         East     Units Scale Factor Converg.
 HA1356;SPC KY1Z     - 1,107,032.608 1,472,157.486   MT  0.99995567   -0 11 34.1
 HA1356;SPC KY1Z     - 3,631,989.48  4,829,903.35   sFT  0.99995567   -0 11 34.1
 HA1356;SPC KY S     -   607,022.547   472,157.765   MT  0.99994561   -0 11 25.6
 HA1356;SPC KY S     - 1,991,539.81  1,549,070.93   sFT  0.99994561   -0 11 25.6
 HA1356;UTM  16      - 4,128,265.326   582,953.877   MT  0.99968476   +0 34 01.8
 HA1356
 HA1356                          SUPERSEDED SURVEY CONTROL
 HA1356
 HA1356  NAD 83(1986)-  37 17 50.32376(N)    086 03 50.54210(W) AD(       ) 4
 HA1356  NAD 27      -  37 17 50.13800(N)    086 03 50.63400(W) AD(       ) 3
 HA1356
 HA1356.Superseded values are not recommended for survey control.
 HA1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1356.See file dsdata.txt to determine how the superseded data were derived.
 HA1356
 HA1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG8295428265(NAD 83)
 HA1356_MARKER: 22 = AIRWAY BEACON
 HA1356
 HA1356  HISTORY     - Date     Condition        Report By
 HA1356  HISTORY     - 1933     FIRST OBSERVED   CGS
 HA1356
 HA1356                          STATION DESCRIPTION
 HA1356
 HA1356'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1352 ***********************************************************************
 HA1352  DESIGNATION -  AIRWAY BEACON 74
 HA1352  PID         -  HA1352
 HA1352  STATE/COUNTY-  KY/HART
 HA1352  USGS QUAD   -  MILLERSTOWN (1993)
 HA1352
 HA1352                         *CURRENT SURVEY CONTROL
 HA1352  ___________________________________________________________________
 HA1352* NAD 83(1993)-  37 25 57.08427(N)    086 01 04.52402(W)     ADJUSTED  
 HA1352* NAVD 88     -                                                        
 HA1352  ___________________________________________________________________
 HA1352  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 HA1352  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HA1352
 HA1352  HORZ ORDER  -  THIRD
 HA1352
 HA1352.The horizontal coordinates were established by classical geodetic methods
 HA1352.and adjusted by the National Geodetic Survey in December 1995..
 HA1352
 HA1352
 HA1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1352
 HA1352.The geoid height was determined by GEOID03.
 HA1352
 HA1352;                    North         East     Units Scale Factor Converg.
 HA1352;SPC KY1Z     - 1,122,025.583 1,476,289.037   MT  0.99993477   -0 09 52.2
 HA1352;SPC KY1Z     - 3,681,178.93  4,843,458.28   sFT  0.99993477   -0 09 52.2
 HA1352;SPC KY S     -   622,015.695   476,288.749   MT  0.99994687   -0 09 44.9
 HA1352;SPC KY S     - 2,040,729.83  1,562,624.00   sFT  0.99994687   -0 09 44.9
 HA1352;UTM  16      - 4,143,307.981   586,885.003   MT  0.99969299   +0 35 49.1
 HA1352
 HA1352                          SUPERSEDED SURVEY CONTROL
 HA1352
 HA1352  NAD 83(1986)-  37 25 57.09246(N)    086 01 04.53121(W) AD(       ) 4
 HA1352  NAD 27      -  37 25 56.87100(N)    086 01 04.63900(W) AD(       ) 3
 HA1352
 HA1352.Superseded values are not recommended for survey control.
 HA1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1352.See file dsdata.txt to determine how the superseded data were derived.
 HA1352
 HA1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG8688543308(NAD 83)
 HA1352_MARKER: 22 = AIRWAY BEACON
 HA1352
 HA1352  HISTORY     - Date     Condition        Report By
 HA1352  HISTORY     - 1933     FIRST OBSERVED   CGS
 HA1352
 HA1352                          STATION DESCRIPTION
 HA1352
 HA1352'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2815 ***********************************************************************
 GZ2815  DESIGNATION -  AIRWAY BEACON 75 A
 GZ2815  PID         -  GZ2815
 GZ2815  STATE/COUNTY-  KY/HARDIN
 GZ2815  USGS QUAD   -  SONORA (1992)
 GZ2815
 GZ2815                         *CURRENT SURVEY CONTROL
 GZ2815  ___________________________________________________________________
 GZ2815* NAD 83(1993)-  37 36 11.83697(N)    085 54 34.46432(W)     ADJUSTED  
 GZ2815* NAVD 88     -                                                        
 GZ2815  ___________________________________________________________________
 GZ2815  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 GZ2815  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 GZ2815
 GZ2815  HORZ ORDER  -  THIRD
 GZ2815
 GZ2815.The horizontal coordinates were established by classical geodetic methods
 GZ2815.and adjusted by the National Geodetic Survey in December 1995..
 GZ2815
 GZ2815
 GZ2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2815
 GZ2815.The geoid height was determined by GEOID03.
 GZ2815
 GZ2815;                    North         East     Units Scale Factor Converg.
 GZ2815;SPC KY1Z     - 1,140,954.886 1,485,910.295   MT  0.99991624   -0 05 52.7
 GZ2815;SPC KY1Z     - 3,743,282.82  4,875,024.03   sFT  0.99991624   -0 05 52.7
 GZ2815;SPC KY S     -   640,945.761   485,909.729   MT  0.99995640   -0 05 48.4
 GZ2815;SPC KY S     - 2,102,836.22  1,594,188.84   sFT  0.99995640   -0 05 48.4
 GZ2815;UTM  16      - 4,162,359.407   596,251.467   MT  0.99971411   +0 39 55.5
 GZ2815
 GZ2815                          SUPERSEDED SURVEY CONTROL
 GZ2815
 GZ2815  NAD 83(1986)-  37 36 11.84462(N)    085 54 34.47152(W) AD(       ) 4
 GZ2815  NAD 27      -  37 36 11.60700(N)    085 54 34.63000(W) AD(       ) 3
 GZ2815
 GZ2815.Superseded values are not recommended for survey control.
 GZ2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2815.See file dsdata.txt to determine how the superseded data were derived.
 GZ2815
 GZ2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9625162359(NAD 83)
 GZ2815_MARKER: 22 = AIRWAY BEACON
 GZ2815
 GZ2815  HISTORY     - Date     Condition        Report By
 GZ2815  HISTORY     - 1933     FIRST OBSERVED   CGS
 GZ2815
 GZ2815                          STATION DESCRIPTION
 GZ2815
 GZ2815'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2816 ***********************************************************************
 GZ2816  DESIGNATION -  AIRWAY BEACON 75 B
 GZ2816  PID         -  GZ2816
 GZ2816  STATE/COUNTY-  KY/HARDIN
 GZ2816  USGS QUAD   -  SONORA (1992)
 GZ2816
 GZ2816                         *CURRENT SURVEY CONTROL
 GZ2816  ___________________________________________________________________
 GZ2816* NAD 83(1993)-  37 36 34.22282(N)    085 54 05.26550(W)     ADJUSTED  
 GZ2816* NAVD 88     -                                                        
 GZ2816  ___________________________________________________________________
 GZ2816  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 GZ2816  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GZ2816
 GZ2816  HORZ ORDER  -  THIRD
 GZ2816
 GZ2816.The horizontal coordinates were established by classical geodetic methods
 GZ2816.and adjusted by the National Geodetic Survey in December 1995..
 GZ2816
 GZ2816
 GZ2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2816
 GZ2816.The geoid height was determined by GEOID03.
 GZ2816
 GZ2816;                    North         East     Units Scale Factor Converg.
 GZ2816;SPC KY1Z     - 1,141,643.796 1,486,627.565   MT  0.99991574   -0 05 34.8
 GZ2816;SPC KY1Z     - 3,745,543.02  4,877,377.27   sFT  0.99991574   -0 05 34.8
 GZ2816;SPC KY S     -   641,634.714   486,627.014   MT  0.99995691   -0 05 30.7
 GZ2816;SPC KY S     - 2,105,096.56  1,596,542.13   sFT  0.99995691   -0 05 30.7
 GZ2816;UTM  16      - 4,163,057.672   596,959.352   MT  0.99971580   +0 40 13.7
 GZ2816
 GZ2816                          SUPERSEDED SURVEY CONTROL
 GZ2816
 GZ2816  NAD 83(1986)-  37 36 34.23049(N)    085 54 05.27292(W) AD(       ) 4
 GZ2816  NAD 27      -  37 36 34.00000(N)    085 54 05.39000(W) AD(       ) 3
 GZ2816
 GZ2816.Superseded values are not recommended for survey control.
 GZ2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2816.See file dsdata.txt to determine how the superseded data were derived.
 GZ2816
 GZ2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9695963058(NAD 83)
 GZ2816_MARKER: 22 = AIRWAY BEACON
 GZ2816
 GZ2816  HISTORY     - Date     Condition        Report By
 GZ2816  HISTORY     - 1933     FIRST OBSERVED   CGS
 GZ2816
 GZ2816                          STATION DESCRIPTION
 GZ2816
 GZ2816'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2825 ***********************************************************************
 GZ2825  DESIGNATION -  AIRWAY BEACON 77
 GZ2825  PID         -  GZ2825
 GZ2825  STATE/COUNTY-  KY/HARDIN
 GZ2825  USGS QUAD   -  COLESBURG (1991)
 GZ2825
 GZ2825                         *CURRENT SURVEY CONTROL
 GZ2825  ___________________________________________________________________
 GZ2825* NAD 83(1993)-  37 48 35.85254(N)    085 49 05.09891(W)     ADJUSTED  
 GZ2825* NAVD 88     -                                                        
 GZ2825  ___________________________________________________________________
 GZ2825  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 GZ2825  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GZ2825
 GZ2825  HORZ ORDER  -  THIRD
 GZ2825
 GZ2825.The horizontal coordinates were established by classical geodetic methods
 GZ2825.and adjusted by the National Geodetic Survey in December 1995..
 GZ2825
 GZ2825
 GZ2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2825
 GZ2825.The geoid height was determined by GEOID03.
 GZ2825
 GZ2825;                    North         East     Units Scale Factor Converg.
 GZ2825;SPC KY1Z     - 1,163,881.564 1,494,005.268   MT  0.99990561   -0 02 30.5
 GZ2825;SPC KY1Z     - 3,818,501.43  4,901,582.28   sFT  0.99990561   -0 02 30.5
 GZ2825;SPC KY S     -   663,873.872   494,004.823   MT  0.99997981   -0 02 28.6
 GZ2825;SPC KY S     - 2,178,059.53  1,620,747.49   sFT  0.99997981   -0 02 28.6
 GZ2825;SPC KY N     -    35,579.936   361,919.632   MT  1.00002741   -0 58 31.6
 GZ2825;SPC KY N     -   116,731.84  1,187,397.99   sFT  1.00002741   -0 58 31.6
 GZ2825;UTM  16      - 4,185,387.813   604,038.217   MT  0.99973332   +0 43 28.7
 GZ2825
 GZ2825                          SUPERSEDED SURVEY CONTROL
 GZ2825
 GZ2825  NAD 83(1986)-  37 48 35.85933(N)    085 49 05.10682(W) AD(       ) 4
 GZ2825  NAD 27      -  37 48 35.60200(N)    085 49 05.26100(W) AD(       ) 3
 GZ2825
 GZ2825.Superseded values are not recommended for survey control.
 GZ2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2825.See file dsdata.txt to determine how the superseded data were derived.
 GZ2825
 GZ2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0403885388(NAD 83)
 GZ2825_MARKER: 22 = AIRWAY BEACON
 GZ2825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2825+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 GZ2825
 GZ2825  HISTORY     - Date     Condition        Report By
 GZ2825  HISTORY     - 1933     FIRST OBSERVED   CGS
 GZ2825  HISTORY     - 20060404 GOOD             GEOCAC
 GZ2825
 GZ2825                          STATION DESCRIPTION
 GZ2825
 GZ2825'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2822 ***********************************************************************
 GZ2822  DESIGNATION -  AIRWAY BEACON 78
 GZ2822  PID         -  GZ2822
 GZ2822  STATE/COUNTY-  KY/BULLITT
 GZ2822  USGS QUAD   -  PITTS POINT (1991)
 GZ2822
 GZ2822                         *CURRENT SURVEY CONTROL
 GZ2822  ___________________________________________________________________
 GZ2822* NAD 83(1993)-  37 55 23.07852(N)    085 47 00.25287(W)     ADJUSTED  
 GZ2822* NAVD 88     -                                                        
 GZ2822  ___________________________________________________________________
 GZ2822  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 GZ2822  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GZ2822
 GZ2822  HORZ ORDER  -  THIRD
 GZ2822
 GZ2822.The horizontal coordinates were established by classical geodetic methods
 GZ2822.and adjusted by the National Geodetic Survey in December 1995..
 GZ2822
 GZ2822
 GZ2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2822
 GZ2822.The geoid height was determined by GEOID03.
 GZ2822
 GZ2822;                    North         East     Units Scale Factor Converg.
 GZ2822;SPC KY1Z     - 1,176,434.162 1,497,063.298   MT  0.99990527   -0 01 13.8
 GZ2822;SPC KY1Z     - 3,859,684.41  4,911,615.17   sFT  0.99990527   -0 01 13.8
 GZ2822;SPC KY N     -    48,082.443   365,182.130   MT  1.00000688   -0 57 14.0
 GZ2822;SPC KY N     -   157,750.48  1,198,101.70   sFT  1.00000688   -0 57 14.0
 GZ2822;SPC KY S     -   676,427.538   497,063.025   MT  0.99999814   -0 01 12.9
 GZ2822;SPC KY S     - 2,219,246.01  1,630,780.94   sFT  0.99999814   -0 01 12.9
 GZ2822;UTM  16      - 4,197,978.123   606,927.376   MT  0.99974082   +0 44 52.1
 GZ2822
 GZ2822                          SUPERSEDED SURVEY CONTROL
 GZ2822
 GZ2822  NAD 83(1986)-  37 55 23.08450(N)    085 47 00.26182(W) AD(       ) 4
 GZ2822  NAD 27      -  37 55 22.84800(N)    085 47 00.40400(W) AD(       ) 3
 GZ2822
 GZ2822.Superseded values are not recommended for survey control.
 GZ2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2822.See file dsdata.txt to determine how the superseded data were derived.
 GZ2822
 GZ2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0692797978(NAD 83)
 GZ2822_MARKER: 22 = AIRWAY BEACON
 GZ2822
 GZ2822  HISTORY     - Date     Condition        Report By
 GZ2822  HISTORY     - 1933     FIRST OBSERVED   CGS
 GZ2822
 GZ2822                          STATION DESCRIPTION
 GZ2822
 GZ2822'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1311 ***********************************************************************
 GB1311  DESIGNATION -  ALBANY
 GB1311  PID         -  GB1311
 GB1311  STATE/COUNTY-  KY/CLINTON
 GB1311  USGS QUAD   -  ALBANY (1982)
 GB1311
 GB1311                         *CURRENT SURVEY CONTROL
 GB1311  ___________________________________________________________________
 GB1311* NAD 83(1993)-  36 41 26.43103(N)    085 08 07.06207(W)     ADJUSTED  
 GB1311* NAVD 88     -       292.976  (meters)     961.21   (feet)  ADJUSTED  
 GB1311  ___________________________________________________________________
 GB1311  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 GB1311  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GB1311  DYNAMIC HT  -         292.722 (meters)     960.37  (feet)  COMP
 GB1311  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GB1311
 GB1311  HORZ ORDER  -  SECOND
 GB1311  VERT ORDER  -  SECOND    CLASS 0
 GB1311
 GB1311.The horizontal coordinates were established by classical geodetic methods
 GB1311.and adjusted by the National Geodetic Survey in December 1995..
 GB1311
 GB1311.The orthometric height was determined by differential leveling
 GB1311.and adjusted by the National Geodetic Survey in June 1991..
 GB1311
 GB1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1311
 GB1311.The geoid height was determined by GEOID03.
 GB1311
 GB1311.The dynamic height is computed by dividing the NAVD 88
 GB1311.geopotential number by the normal gravity value computed on the
 GB1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1311.degrees latitude (g = 980.6199 gals.).
 GB1311
 GB1311.The modeled gravity was interpolated from observed gravity values.
 GB1311
 GB1311;                    North         East     Units Scale Factor Converg.
 GB1311;SPC KY1Z     - 1,039,842.084 1,554,942.796   MT  1.00011707   +0 22 38.7
 GB1311;SPC KY1Z     - 3,411,548.57  5,101,508.16   sFT  1.00011707   +0 22 38.7
 GB1311;SPC KY S     -   539,834.380   554,936.815   MT  1.00000802   +0 22 22.1
 GB1311;SPC KY S     - 1,771,106.63  1,820,655.20   sFT  1.00000802   +0 22 22.1
 GB1311;SPC TN       -   261,897.488   677,283.135   MT  1.00006009   +0 30 22.4
 GB1311;SPC TN       -   859,242.01  2,222,053.09   sFT  1.00006009   +0 30 22.4
 GB1311;UTM  16      - 4,062,178.943   666,592.266   MT  0.99994192   +1 06 51.9
 GB1311
 GB1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1311!SPC KY1Z     -   0.99995882  x   1.00011707  =   1.00007589
 GB1311!SPC KY S     -   0.99995882  x   1.00000802  =   0.99996684
 GB1311!SPC TN       -   0.99995882  x   1.00006009  =   1.00001891
 GB1311!UTM  16      -   0.99995882  x   0.99994192  =   0.99990075
 GB1311
 GB1311|---------------------------------------------------------------------|
 GB1311| PID    Reference Object                     Distance      Geod. Az  |
 GB1311|                                                           dddmmss.s |
 GB1311| GB2361 PTS 8 M                               4.374 METERS 06237     |
 GB1311| GB2354 RUSSELL                             APPROX.11.2 KM 1212356.3 |
 GB1311| GB1313 ALBANY AZ MK                                       1661950.7 |
 GB1311| AI6915 ALBANY RM 1                          15.539 METERS 25248     |
 GB1311| AI6916 ALBANY RM 2                          24.710 METERS 35358     |
 GB1311|---------------------------------------------------------------------|
 GB1311
 GB1311                          SUPERSEDED SURVEY CONTROL
 GB1311
 GB1311  NAD 83(1986)-  36 41 26.44125(N)    085 08 07.06707(W) AD(       ) 2
 GB1311  NAD 27      -  36 41 26.20200(N)    085 08 07.23000(W) AD(       ) 2
 GB1311  NGVD 29 (??/??/92)  293.099  (m)          961.61   (f) ADJ UNCH    2 0
 GB1311
 GB1311.Superseded values are not recommended for survey control.
 GB1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1311.See file dsdata.txt to determine how the superseded data were derived.
 GB1311
 GB1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF6659262179(NAD 83)
 GB1311_MARKER: DS = TRIANGULATION STATION DISK
 GB1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1311_STAMPING: ALBANY 1935 961.609
 GB1311_MARK LOGO: CGS   
 GB1311_PROJECTION: FLUSH
 GB1311_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1311+STABILITY: SURFACE MOTION
 GB1311
 GB1311  HISTORY     - Date     Condition        Report By
 GB1311  HISTORY     - 1935     MONUMENTED       CGS
 GB1311  HISTORY     - 1951     GOOD             NGS
 GB1311  HISTORY     - 1958     GOOD             CGS
 GB1311  HISTORY     - 1958     GOOD             NGS
 GB1311  HISTORY     - 19810615 GOOD             NGS
 GB1311
 GB1311                          STATION DESCRIPTION
 GB1311
 GB1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB1311'STATION IS IN THE NE CORNER OF THE CLINTON COUNTY COURTHOUSE IN THE
 GB1311'TOWN OF ALBANY, KENTUCKY, JUST INSIDE A CONCRETE WALL WHICH
 GB1311'ENCIRCLES THE COURTHOUSE.
 GB1311'
 GB1311'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 GB1311'
 GB1311'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE PROJECTING
 GB1311'ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 38.19 FEET OF THE NE CORNER
 GB1311'OF THE COURTHOUSE, 10.88 FEET SW OF CONCRETE WALL, WHICH ENCIRCLES
 GB1311'THE COURTHOUSE, 21.5 FEET E OF 24-INCH OAK TREE, AND 22 FEET N OF
 GB1311'20-INCH OAK TREE.
 GB1311'
 GB1311'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN CONCRETE STEPS
 GB1311'TO THE COURTHOUSE IN THE BOTTOM STEP.  IT IS SW OF STATION ON THE E
 GB1311'SIDE OF THE MAIN ENTRANCE TO COURTHOUSE.
 GB1311'
 GB1311'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE
 GB1311'SIDEWALK, IN FRONT OF J.H. CROSS HARDWARE STORE. IT IS N OF STATION.
 GB1311'
 GB1311'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE SIDEWALK, AND
 GB1311'IS SSE OF STATION, AND 19 FEET NW OF THE NW CORNER OF HIGGINBATHAM
 GB1311'SERVICE STATION AND 27 FEET E OF THE CENTER LINE OF WASHINGTON
 GB1311'STREET.
 GB1311'
 GB1311'U.S.G.S. P.T. STATION 8M 1926 IS NE OF STATION.
 GB1311'IT IS A STANDARD DISK SET IN MARBLE POST 6 BY 6 INCHES AND
 GB1311'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.
 GB1311'
 GB1311'A 50-FOOT TOWER IS REQUIRED.
 GB1311
 GB1311                          STATION RECOVERY (1951)
 GB1311
 GB1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GB1311'AT ALBANY.
 GB1311'AT ALBANY, IN THE NORTHEAST CORNER OF THE COURT HOUSE LAWN, 38
 GB1311'FEET NORTHEAST OF NORTHEAST CORNER OF COURT HOUSE, 12 1/2 FEET
 GB1311'WEST OF WEST FACE OF A CONCRETE RETAINING WALL AROUND COURT HOUSE,
 GB1311'10.8 FEET SOUTH OF SOUTH FACE OF A CONCRETE RETAINING WALL AROUND
 GB1311'COURT HOUSE, 21 FEET EAST OF A 24-INCH MAPLE TREE, 21 FEET NORTH
 GB1311'OF A 24-INCH MAPLE TREE AND SET IN THE TOP OF A CONCRETE POST
 GB1311'PROJECTING 2 INCHES.
 GB1311
 GB1311                          STATION RECOVERY (1958)
 GB1311
 GB1311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 GB1311'STATION IS IN THE NORTHEAST CORNER OF THE COURT HOUSE LAWN, IN THE
 GB1311'TOWN OF ALBANY, 38, FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GB1311'COURT HOUSE, 10.8 FEET SOUTH OF THE SOUTH FACE OF THE CONCRETE
 GB1311'RETAINING WALL AROUND THE COURT HOUSE YARD, 12.5 FEET WEST OF THE
 GB1311'WEST FACE OF THE RETAINING WALL, SET IN THE TOP OF A CONCRETE POST
 GB1311'PROJECTING 1 INCH, AND THE DISK IS STAMPED, ALBANY 1935 961.609.
 GB1311'
 GB1311'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS SET IN
 GB1311'CONCRETE.
 GB1311'
 GB1311'REFERENCE NO. 1 WAS NOT FOUND.
 GB1311'
 GB1311'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK SET IN DRILL HOLE
 GB1311'IN CONCRETE SIDEWALK ABOUT 30 YARDS NORTH AND ACROSS AN EAST-WEST
 GB1311'STREET FROM THE NORTHEAST CORNER OF THE COURT HOUSE, 53 FEET WEST OF
 GB1311'THE WEST CURB OF A NORTH-SOUTH STREET, 32.4 FEET EAST OF THE
 GB1311'SOUTHEAST CORNER OF THE CITIZENS BANK OF ALBANY BUILDING, IN FRONT OF
 GB1311'THE CROSS HARDWARE AND GROCERY STORE, THE DISK HAS WORN
 GB1311'COMPLETELY SMOOTH WITH OUT ANY CAST IN LETTERS OR STAMPING LEFT.
 GB1311'
 GB1311'AZIMUTH MARK IS SOUTH SOUTHEAST AND ACROSS THE NORTH-SOUTH STREET
 GB1311'FROM THE STATION ABOUT 300 FEET, AT THE DODGE-PLYMOUTH GARAGE, 78
 GB1311'FEET SOUTH OF AN EAST-WEST STREET CURB, 7.5 FEET NORTHEAST CORNER OF
 GB1311'THE NORTH MOST GAS PUMP, 7 FEET EAST OF THE EAST CURB OF THE
 GB1311'NORTH-SOUTH STREET, A REFERENCE MARK DISK STAMPED, ALBANY AZI 1935,
 GB1311'961.104, AND SET IN HOLE IN SIDEWALK.
 GB1311'
 GB1311'U.S.G.S. P.T. STATION 8 M 1926 IS 14.35 FEET NORTHEAST OF THE STATION,
 GB1311'IT IS A G.S. DISK SET IN THE TOP OF A STONE POST ABOUT 2 INCHES
 GB1311'BELOW THE BLACK TOP SIDEWALK, AND OUT SIDE OF THE CONCRETE RETAINING
 GB1311'WALL AROUND THE COURT HOUSE YARD, 51 FEET NORTH-EAST OF THE NORTHEAST
 GB1311'CORNER OF THE COURT HOUSE, 4 FEET NORTHEAST OF THE CONCRETE RETAINING
 GB1311'WALL, AND THE DISK IS STAMPED, PRIM TRAV STA NO 8 M 1926,
 GB1311'960.848.
 GB1311'
 GB1311'NO ANGLES WERE TAKEN.
 GB1311
 GB1311                          STATION RECOVERY (1958)
 GB1311
 GB1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1311'RECOVERED IN GOOD CONDITION.
 GB1311
 GB1311                          STATION RECOVERY (1981)
 GB1311
 GB1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GB1311'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GB1311'FOUND IN WHAT SEEMS GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND IN THE
 GB1311'REMAINS OF A SIDEWALK INSTEAD OF STEPS AS DESCRIBED.  EVIDENTLY THIS
 GB1311'MARK WAS RESET BY PERSONS UNKNOWN AND WAS FOUND TO BE IN ERROR TO THE
 GB1311'STATION BY 0.10 METER.  (0.33 FT) THE MARK WAS DESTROYED SINCE IT
 GB1311'WOULD BE IN THE WAY OF CONSTRUCTION.  THE DISTANCE TO PT 8M USGS
 GB1311'CHECKED BUT THE DIRECTION WAS FOUND TO BE IN ERROR BY 3 MINUTES AND 49
 GB1311'SECONDS.  THE MARK WAS IN THE WAY OF CONSTRUCTION AND WAS DESTROYED.
 GB1311'REFERENCE MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS.
 GB1311'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE CLINTON COUNTY
 GB1311'COURTHOUSE LAWN AT ALBANY 14.9 METERS (48.9 FT) SOUTH OF THE
 GB1311'CENTERLINE OF CUMBERLAND STREET 15.5 METERS (50.9 FT) WEST OF THE
 GB1311'CENTERLINE OF WASHINGTON STREET AND 0.3 METER (1.0 FT) NORTHWEST OF A
 GB1311'METAL WITNESS POST.  THE MONUMENT SHOULD BE FLUSH WITH THE PROPOSED
 GB1311'LEVEL OF THE LAWN AND THE DISK IS STAMPED--ALBANY 1935 961.609--.
 GB1311'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---ALBANY 1935 NO 3
 GB1311'1981---, SET IN A DRILL HOLE IN THE TOP OF THE NORTH CONCRETE CURB OF
 GB1311'CUMBERLAND STREET, 14.0 METERS (45.9 FT) WEST OF THE CENTERLINE OF
 GB1311'WASHINGTON STREET AND 4.9 METERS (16.1 FT) SOUTHWEST OF THE SOUTHWEST
 GB1311'CORNER OF A BRICK STORE BUILDING. REFERENCE MARK 4 IS A STANDARD DISK,
 GB1311'STAMPED---ALBANY 1935 NO 4 1981---, SET IN A DRILL HOLE IN THE TOP AND
 GB1311'EAST CONCRETE CURB OF WASHINGTON STREET, 0.3 METER (1.0 FT) NORTHWEST
 GB1311'OF A METAL WATER METER COVER, 4.0 METER (13.1 FT) SOUTHWEST OF THE
 GB1311'NORTHWEST CORNER OF A BRICK BUILDING AND 9.4 METERS (30.8 FT) SOUTH OF
 GB1311'THE CENTERLINE OF CUMBERLAND STREET. THE AZIMUTH MARK IS A STANDARD
 GB1311'REFERENCE MARK DISK STAMPED---ALBANY AZ 1 1935 961.104---SET IN A
 GB1311'DRILL HOLE IN CONCRETE SIDEWALK, 8.3 METERS (27.2 FT) EAST OF THE
 GB1311'CENTERLINE OF WASHINGTON STREET, 1.8 METERS (5.9 FT) SOUTH OF THE
 GB1311'CENTER OF A DRIVEWAY TO THE CITIZENS BANK OF ALBANY AND 7.0 METERS
 GB1311'(23.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1313 ***********************************************************************
 GB1313  DESIGNATION -  ALBANY AZ MK
 GB1313  PID         -  GB1313
 GB1313  STATE/COUNTY-  KY/CLINTON
 GB1313  USGS QUAD   -  ALBANY (1982)
 GB1313
 GB1313                         *CURRENT SURVEY CONTROL
 GB1313  ___________________________________________________________________
 GB1313* NAD 83(1986)-  36 41 23.     (N)    085 08 07.     (W)     SCALED    
 GB1313* NAVD 88     -       292.822  (meters)     960.70   (feet)  ADJUSTED  
 GB1313  ___________________________________________________________________
 GB1313  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GB1313  DYNAMIC HT  -         292.568 (meters)     959.87  (feet)  COMP
 GB1313  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GB1313
 GB1313  VERT ORDER  -  SECOND    CLASS 0
 GB1313
 GB1313.The horizontal coordinates were scaled from a topographic map and have
 GB1313.an estimated accuracy of +/- 6 seconds.
 GB1313
 GB1313.The orthometric height was determined by differential leveling
 GB1313.and adjusted by the National Geodetic Survey in June 1991..
 GB1313
 GB1313.The geoid height was determined by GEOID03.
 GB1313
 GB1313.The dynamic height is computed by dividing the NAVD 88
 GB1313.geopotential number by the normal gravity value computed on the
 GB1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1313.degrees latitude (g = 980.6199 gals.).
 GB1313
 GB1313.The modeled gravity was interpolated from observed gravity values.
 GB1313
 GB1313;                    North         East    Units  Estimated Accuracy
 GB1313;SPC KY1Z     - 1,039,740.    1,554,950.      MT  (+/- 180 meters Scaled)
 GB1313
 GB1313                          SUPERSEDED SURVEY CONTROL
 GB1313
 GB1313  NGVD 29 (??/??/92)  292.945  (m)          961.10   (f) ADJ UNCH    2 0
 GB1313
 GB1313.Superseded values are not recommended for survey control.
 GB1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1313.See file dsdata.txt to determine how the superseded data were derived.
 GB1313
 GB1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF665620(NAD 83)
 GB1313_MARKER: DR = REFERENCE MARK DISK
 GB1313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1313_SP_SET: DRILLHOLE IN SIDEWALK
 GB1313_STAMPING: ALBANY AZI 1935 961.104
 GB1313_MARK LOGO: CGS   
 GB1313_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1313
 GB1313  HISTORY     - Date     Condition        Report By
 GB1313  HISTORY     - 1935     MONUMENTED       CGS
 GB1313  HISTORY     - 1951     GOOD             NGS
 GB1313  HISTORY     - 1958     GOOD             NGS
 GB1313  HISTORY     - 19810621 GOOD             NGS
 GB1313
 GB1313                          STATION DESCRIPTION
 GB1313
 GB1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1313'AT ALBANY.
 GB1313'AT ALBANY, ABOUT 51 YARDS SOUTHEAST AND ACROSS STREETS FROM THE
 GB1313'SOUTHEAST CORNER OF COURT HOUSE, SET IN SIDE WALK IN FRONT OF
 GB1313'THE DODGE-PLYMOUTH GARAGE, 78 FEET SOUTH OF SOUTH CURB OF AN
 GB1313'EAST-WEST STREET, 7 FEET EAST OF EAST CURB OF A NORTH-SOUTH
 GB1313'STREET, 7 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH
 GB1313'ONE OF THREE GASOLINE PUMPS IN FRONT OF GARAGE AND SET IN A DRILL
 GB1313'HOLE.
 GB1313
 GB1313                          STATION RECOVERY (1958)
 GB1313
 GB1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1313'RECOVERED IN GOOD CONDITION.
 GB1313
 GB1313                          STATION RECOVERY (1981)
 GB1313
 GB1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GB1313'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--ALBANY AZ
 GB1313'1 1935 961.104 --, SET IN A DRILL HOLE IN CONCRETE SIDEWALK 8.3 METERS
 GB1313'(27.2 FT) EAST OF THE CENTERLINE OF WASHINGTON STREET 1.8 METERS (5.9
 GB1313'FT) SOUTH OF THE CENTER OF A DRIVEWAY TO THE CITIZENS BANK OF ALBANY
 GB1313'AND 7.0 METERS (23.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GB1313'BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1312 ***********************************************************************
 GB1312  DESIGNATION -  ALBANY RM
 GB1312  PID         -  GB1312
 GB1312  STATE/COUNTY-  KY/CLINTON
 GB1312  USGS QUAD   -  ALBANY (1982)
 GB1312
 GB1312                         *CURRENT SURVEY CONTROL
 GB1312  ___________________________________________________________________
 GB1312* NAD 83(1986)-  36 41 26.     (N)    085 08 07.     (W)     SCALED    
 GB1312* NAVD 88     -       292.934  (meters)     961.07   (feet)  ADJUSTED  
 GB1312  ___________________________________________________________________
 GB1312  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GB1312  DYNAMIC HT  -         292.680 (meters)     960.23  (feet)  COMP
 GB1312  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GB1312
 GB1312  VERT ORDER  -  SECOND    CLASS 0
 GB1312
 GB1312.The horizontal coordinates were scaled from a topographic map and have
 GB1312.an estimated accuracy of +/- 6 seconds.
 GB1312
 GB1312.The orthometric height was determined by differential leveling
 GB1312.and adjusted by the National Geodetic Survey in June 1991..
 GB1312
 GB1312.The geoid height was determined by GEOID03.
 GB1312
 GB1312.The dynamic height is computed by dividing the NAVD 88
 GB1312.geopotential number by the normal gravity value computed on the
 GB1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1312.degrees latitude (g = 980.6199 gals.).
 GB1312
 GB1312.The modeled gravity was interpolated from observed gravity values.
 GB1312
 GB1312;                    North         East    Units  Estimated Accuracy
 GB1312;SPC KY1Z     - 1,039,830.    1,554,940.      MT  (+/- 180 meters Scaled)
 GB1312
 GB1312                          SUPERSEDED SURVEY CONTROL
 GB1312
 GB1312  NGVD 29 (??/??/92)  293.058  (m)          961.47   (f) ADJ UNCH    2 0
 GB1312
 GB1312.Superseded values are not recommended for survey control.
 GB1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1312.See file dsdata.txt to determine how the superseded data were derived.
 GB1312
 GB1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF665621(NAD 83)
 GB1312_MARKER: DR = REFERENCE MARK DISK
 GB1312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1312_SP_SET: SIDEWALK
 GB1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1312
 GB1312  HISTORY     - Date     Condition        Report By
 GB1312  HISTORY     - UNK      MONUMENTED       CGS
 GB1312  HISTORY     - 1951     GOOD             NGS
 GB1312  HISTORY     - 1958     GOOD             NGS
 GB1312
 GB1312                          STATION DESCRIPTION
 GB1312
 GB1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1312'AT ALBANY.
 GB1312'AT ALBANY, ABOUT 30 YARDS NORTH AND ACROSS A STREET FROM THE
 GB1312'NORTHEAST CORNER OF COURT HOUSE, 32.4 FEET EAST OF SOUTHEAST
 GB1312'CORNER OF CITIZENS BANK OF ALBANY, 4 1/2 FEET NORTH OF NORTH CURB
 GB1312'OF AN EAST-WEST STREET, 53 FEET WEST OF WEST CURB OF A NORTH-SOUTH
 GB1312'STREET, 4 FEET SOUTH-SOUTHEAST OF A WATER METER IN FRONT OF CROSS
 GB1312'HARDWARE AND GROCERY STORE AND SET IN CONCRETE SIDE WALK.
 GB1312'NOTE-- NONE OF THE STAMPING IS LEGIBLE.  THE CASTING ON THE MARK
 GB1312'IS ABOUT WORN OFF SO THAT IT APPEARS TO BE A PLAIN DISK WITHOUT
 GB1312'CASTING OR STAMPING.  MARK IS IN VERY POOR LOCATION FOR A
 GB1312'PRECISE LEVEL MARK AND SHOULD BE USED WITH CAUTION.
 GB1312
 GB1312                          STATION RECOVERY (1958)
 GB1312
 GB1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2329 ***********************************************************************
 GB2329  DESIGNATION -  ALBANY RM 3
 GB2329  PID         -  GB2329
 GB2329  STATE/COUNTY-  KY/CLINTON
 GB2329  USGS QUAD   -  ALBANY (1982)
 GB2329
 GB2329                         *CURRENT SURVEY CONTROL
 GB2329  ___________________________________________________________________
 GB2329* NAD 83(1986)-  36 41 26.     (N)    085 08 07.     (W)     SCALED    
 GB2329* NAVD 88     -       292.86   (meters)     960.8    (feet)  RESET     
 GB2329  ___________________________________________________________________
 GB2329  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GB2329
 GB2329  VERT ORDER  -  THIRD
 GB2329
 GB2329.The horizontal coordinates were scaled from a topographic map and have
 GB2329.an estimated accuracy of +/- 6 seconds.
 GB2329
 GB2329.The orthometric height was computed from unverified reset data.
 GB2329.No vertical observational check was made to the station.
 GB2329
 GB2329.The geoid height was determined by GEOID03.
 GB2329
 GB2329;                    North         East    Units  Estimated Accuracy
 GB2329;SPC KY1Z     - 1,039,830.    1,554,940.      MT  (+/- 180 meters Scaled)
 GB2329
 GB2329                          SUPERSEDED SURVEY CONTROL
 GB2329
 GB2329  NGVD 29 (10/08/05)  292.98   (m)          961.2    (f) RESET       3  
 GB2329
 GB2329.Superseded values are not recommended for survey control.
 GB2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2329.See file dsdata.txt to determine how the superseded data were derived.
 GB2329
 GB2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF665621(NAD 83)
 GB2329_MARKER: DR = REFERENCE MARK DISK
 GB2329_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GB2329_SP_SET: CURB
 GB2329_STAMPING: ALBANY 1935 NO 3 1981
 GB2329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2329
 GB2329  HISTORY     - Date     Condition        Report By
 GB2329  HISTORY     - 1981     MONUMENTED       NGS
 GB2329
 GB2329                          STATION DESCRIPTION
 GB2329
 GB2329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 GB2329'IN ALBANY.
 GB2329'IN ALBANY, EAST OF THE CLINTON COURTHOUSE,  AT CORNER OF CUMBERLAND
 GB2329'AND WASHINGTON STREETS, IN TOP OF NORTH CONCRETE CURB OF CUMBERLAND
 GB2329'STREET, 14.0 METERS (46.0 FEET) WEST OF THE CENTERLINE OF WASHINGTON
 GB2329'STREET, AND 4.9 METERS (16.0 FEET) SOUTHWEST OF THE SOUTHEAST CORNER
 GB2329'OF A BRICK STORE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2328 ***********************************************************************
 GB2328  DESIGNATION -  ALBANY RM 4
 GB2328  PID         -  GB2328
 GB2328  STATE/COUNTY-  KY/CLINTON
 GB2328  USGS QUAD   -  ALBANY (1982)
 GB2328
 GB2328                         *CURRENT SURVEY CONTROL
 GB2328  ___________________________________________________________________
 GB2328* NAD 83(1986)-  36 41 26.     (N)    085 08 07.     (W)     SCALED    
 GB2328* NAVD 88     -       292.64   (meters)     960.1    (feet)  RESET     
 GB2328  ___________________________________________________________________
 GB2328  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GB2328
 GB2328  VERT ORDER  -  THIRD
 GB2328
 GB2328.The horizontal coordinates were scaled from a topographic map and have
 GB2328.an estimated accuracy of +/- 6 seconds.
 GB2328
 GB2328.The orthometric height was computed from unverified reset data.
 GB2328.No vertical observational check was made to the station.
 GB2328
 GB2328.The geoid height was determined by GEOID03.
 GB2328
 GB2328;                    North         East    Units  Estimated Accuracy
 GB2328;SPC KY1Z     - 1,039,830.    1,554,940.      MT  (+/- 180 meters Scaled)
 GB2328
 GB2328                          SUPERSEDED SURVEY CONTROL
 GB2328
 GB2328  NGVD 29 (10/08/05)  292.76   (m)          960.5    (f) RESET       3  
 GB2328
 GB2328.Superseded values are not recommended for survey control.
 GB2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2328.See file dsdata.txt to determine how the superseded data were derived.
 GB2328
 GB2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF665621(NAD 83)
 GB2328_MARKER: DR = REFERENCE MARK DISK
 GB2328_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GB2328_SP_SET: SIDEWALK
 GB2328_STAMPING: ALBANY 1935 NO 4 1981
 GB2328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2328
 GB2328  HISTORY     - Date     Condition        Report By
 GB2328  HISTORY     - 1981     MONUMENTED       NGS
 GB2328
 GB2328                          STATION DESCRIPTION
 GB2328
 GB2328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 GB2328'IN ALBANY.
 GB2328'IN ALBANY, EAST OF THE CLINTON COUNTY COURTHOUSE, IN THE TOP AND
 GB2328'EAST CONCRETE CURB OF WASHINGTON STREET, 0.3 METER (1.0 FOOT)
 GB2328'NORTHWEST OF A METAL WATER METER COVER, 4.0 METERS (13.0 FEET)
 GB2328'SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK BUILDING, AND 10.4
 GB2328'METERS (34.0 FEET) SOUTH OF THE CENTERLINE OF CUMBERLAND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2863 ***********************************************************************
 GZ2863  DESIGNATION -  ALCORN
 GZ2863  PID         -  GZ2863
 GZ2863  STATE/COUNTY-  KY/JACKSON
 GZ2863  USGS QUAD   -  BIGHILL (1979)
 GZ2863
 GZ2863                         *CURRENT SURVEY CONTROL
 GZ2863  ___________________________________________________________________
 GZ2863* NAD 83(1993)-  37 33 18.59086(N)    084 07 55.85362(W)     ADJUSTED  
 GZ2863* NAVD 88     -       485.     (meters)    1591.     (feet)  SCALED    
 GZ2863  ___________________________________________________________________
 GZ2863  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 GZ2863  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GZ2863
 GZ2863  HORZ ORDER  -  SECOND
 GZ2863
 GZ2863.The horizontal coordinates were established by classical geodetic methods
 GZ2863.and adjusted by the National Geodetic Survey in December 1995..
 GZ2863
 GZ2863.The orthometric height was scaled from a topographic map.
 GZ2863
 GZ2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2863
 GZ2863.The geoid height was determined by GEOID03.
 GZ2863
 GZ2863;                    North         East     Units Scale Factor Converg.
 GZ2863;SPC KY1Z     - 1,136,841.039 1,642,932.493   MT  0.99992057   +0 59 35.8
 GZ2863;SPC KY1Z     - 3,729,785.98  5,390,187.69   sFT  0.99992057   +0 59 35.8
 GZ2863;SPC KY S     -   636,816.777   642,937.276   MT  0.99995282   +0 58 52.1
 GZ2863;SPC KY S     - 2,089,289.71  2,109,370.05   sFT  0.99995282   +0 58 52.1
 GZ2863;UTM  16      - 4,160,327.580   753,327.517   MT  1.00039055   +1 44 56.2
 GZ2863
 GZ2863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2863!SPC KY1Z     -   0.99992887  x   0.99992057  =   0.99984945
 GZ2863!SPC KY S     -   0.99992887  x   0.99995282  =   0.99988169
 GZ2863!UTM  16      -   0.99992887  x   1.00039055  =   1.00031939
 GZ2863
 GZ2863|---------------------------------------------------------------------|
 GZ2863| PID    Reference Object                     Distance      Geod. Az  |
 GZ2863|                                                           dddmmss.s |
 GZ2863| DB8620 ALCORN RM 1                          34.872 METERS 15517     |
 GZ2863| DB8619 ALCORN AZ MK                                       1893756.8 |
 GZ2863| DB8621 ALCORN RM 2                          26.055 METERS 22132     |
 GZ2863|---------------------------------------------------------------------|
 GZ2863
 GZ2863                          SUPERSEDED SURVEY CONTROL
 GZ2863
 GZ2863  NAD 83(1986)-  37 33 18.59710(N)    084 07 55.85871(W) AD(       ) 2
 GZ2863  NAD 27      -  37 33 18.29500(N)    084 07 56.10800(W) AD(       ) 2
 GZ2863
 GZ2863.Superseded values are not recommended for survey control.
 GZ2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2863.See file dsdata.txt to determine how the superseded data were derived.
 GZ2863
 GZ2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG5332860328(NAD 83)
 GZ2863_MARKER: DS = TRIANGULATION STATION DISK
 GZ2863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2863
 GZ2863  HISTORY     - Date     Condition        Report By
 GZ2863  HISTORY     - 1951     MONUMENTED       CGS
 GZ2863
 GZ2863                          STATION DESCRIPTION
 GZ2863
 GZ2863'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2863'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF BEREA AND 5 MILES
 GZ2863'NORTHWEST OF SAND GAP ON THE HIGHEST POINT OF A HEAVILY TIMBERED
 GZ2863'RIDGE AND ON LAND OWNED BY MR. ALTON PEARSON.  IT IS ABOUT 0.2 MILE
 GZ2863'WEST OF MAIN GRADED ROAD, 18 FEET SOUTHWEST OF A TRIANGULAR BLAZED 20
 GZ2863'INCH OAK TREE AND 6 FEET SOUTHWEST OF WHITE WITNESS POST.  THE MARK
 GZ2863'PROJECTS ABOUT 6 INCHES AND THE DISK STAMPED ALCORN 1951.
 GZ2863'
 GZ2863'REFERENCE MARK NO. 1 IS SET ON THE SOUTHEAST SLOPE OF THE RIDGE ABOUT
 GZ2863'20 FEET LOWER IN ELEVATION THAN STATION MARK.  THE MARK PROJECTS 2
 GZ2863'INCHES AND THE DISK STAMPED ALCORN NO 1 1951.
 GZ2863'
 GZ2863'REFERENCE MARK NO. 2 IS 7 FEET EAST OF THE CENTER OF TRACK ROAD AND
 GZ2863'ABOUT 2 FEET LOWER IN ELEVATION THAN STATION MARK.  THE MARK
 GZ2863'PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED ALCORN NO 2 1951.
 GZ2863'
 GZ2863'THE AZIMUTH MARK IS ABOUT 1 MILE AIRLINE SOUTH OF THE STATION SET ON
 GZ2863'LAND OWNED BY MR. DESMOND POWELL, 110 FEET EAST OF FRAME HOUSE, 3
 GZ2863'FEET NORTHWEST OF THE NORTHWEST CORNER OF BARN AND 2 FEET NORTH OF
 GZ2863'WITNESS POST.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 GZ2863'STAMPED ALCORN 1951.
 GZ2863'
 GZ2863'TO REACH THE STATION FROM THE POST OFFICE IN SAND GAP, GO WEST ON
 GZ2863'U.S. HIGHWAY NO 421 FOR ABOUT 50 YARDS, TURN RIGHT ON GRAVELED ROAD
 GZ2863'AND GO 0.15 MILE, KEEP STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR 2.1
 GZ2863'MILES TO ROAD FORK, BEAR RIGHT DOWN HILL AND CONTINUE ON MAIN ROAD
 GZ2863'FOR 4.4 MILES TO DRIVEWAY RIGHT LEADING UP TO FARM HOUSE AND AZIMUTH
 GZ2863'MARK AS DESCRIBED, CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 2.15
 GZ2863'MILES TO ROAD FORK, BEAR LEFT FOR ABOUT 120 FEET TO DIM TRACK ROAD,
 GZ2863'TURN LEFT AND FOLLOW TRACK ROAD UP HILL FOR 0.1 MILE TO TOP OF
 GZ2863'RIDGE, TURN RIGHT ALONG RIDGE FOR ABOUT 0.05 MILE TO STATION AS
 GZ2863'DESCRIBED.
 GZ2863'
 GZ2863'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0999 ***********************************************************************
 GB0999  DESIGNATION -  ALEXANDER
 GB0999  PID         -  GB0999
 GB0999  STATE/COUNTY-  KY/PULASKI
 GB0999  USGS QUAD   -  FRAZER (1982)
 GB0999
 GB0999                         *CURRENT SURVEY CONTROL
 GB0999  ___________________________________________________________________
 GB0999* NAD 83(1993)-  36 58 39.12929(N)    084 40 21.41227(W)     ADJUSTED  
 GB0999* NAVD 88     -       270.69   (meters)     888.1    (feet)  RESET     
 GB0999  ___________________________________________________________________
 GB0999  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 GB0999  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB0999
 GB0999  HORZ ORDER  -  THIRD
 GB0999  VERT ORDER  -  THIRD
 GB0999
 GB0999.The horizontal coordinates were established by classical geodetic methods
 GB0999.and adjusted by the National Geodetic Survey in December 1995..
 GB0999
 GB0999.The orthometric height was computed from unverified reset data.
 GB0999.No vertical observational check was made to the station.
 GB0999
 GB0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0999
 GB0999.The geoid height was determined by GEOID03.
 GB0999
 GB0999;                    North         East     Units Scale Factor Converg.
 GB0999;SPC KY1Z     - 1,072,051.331 1,595,928.546   MT  1.00002700   +0 39 41.3
 GB0999;SPC KY1Z     - 3,517,221.74  5,235,975.57   sFT  1.00002700   +0 39 41.3
 GB0999;SPC KY S     -   572,036.331   595,922.618   MT  0.99996466   +0 39 12.2
 GB0999;SPC KY S     - 1,876,755.86  1,955,122.79   sFT  0.99996466   +0 39 12.2
 GB0999;UTM  16      - 4,094,911.945   707,158.402   MT  1.00012870   +1 24 01.5
 GB0999
 GB0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0999!SPC KY1Z     -   0.99996225  x   1.00002700  =   0.99998924
 GB0999!SPC KY S     -   0.99996225  x   0.99996466  =   0.99992691
 GB0999!UTM  16      -   0.99996225  x   1.00012870  =   1.00009094
 GB0999
 GB0999:                Primary Azimuth Mark                     Grid Az
 GB0999:SPC KY1Z     -  ELIHU                                    054 22 39.4
 GB0999:SPC KY S     -  ELIHU                                    054 23 08.5
 GB0999:UTM  16      -  ELIHU                                    053 38 19.2
 GB0999
 GB0999|---------------------------------------------------------------------|
 GB0999| PID    Reference Object                     Distance      Geod. Az  |
 GB0999|                                                           dddmmss.s |
 GB0999| GZ2975 ELIHU                               APPROX.10.5 KM 0550220.7 |
 GB0999| GB1000 ALEXANDER RM 1                        8.352 METERS 06636     |
 GB0999| GB0997 ALEXANDER AZ MK                                    0903122.7 |
 GB0999| GB1001 ALEXANDER RM 2                        8.236 METERS 32832     |
 GB0999|---------------------------------------------------------------------|
 GB0999
 GB0999                          SUPERSEDED SURVEY CONTROL
 GB0999
 GB0999  NAD 83(1986)-  36 58 39.13799(N)    084 40 21.41876(W) AD(       ) 3
 GB0999  NAD 27      -  36 58 38.85800(N)    084 40 21.62700(W) AD(       ) 3
 GB0999  NGVD 29 (??/??/??)  270.86   (m)          888.6    (f) RESET       3  
 GB0999
 GB0999.Superseded values are not recommended for survey control.
 GB0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0999.See file dsdata.txt to determine how the superseded data were derived.
 GB0999
 GB0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF0715894912(NAD 83)
 GB0999_MARKER: DS = TRIANGULATION STATION DISK
 GB0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0999_STAMPING: ALEXANDER 1950 888.646
 GB0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0999+STABILITY: SURFACE MOTION
 GB0999
 GB0999  HISTORY     - Date     Condition        Report By
 GB0999  HISTORY     - 1950     MONUMENTED       CGS
 GB0999  HISTORY     - 1957     GOOD             CGS
 GB0999  HISTORY     - 1957     GOOD             NGS
 GB0999  HISTORY     - 1972     GOOD             LOCENG
 GB0999  HISTORY     - 1975     GOOD             LOCENG
 GB0999
 GB0999                          STATION DESCRIPTION
 GB0999
 GB0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB0999'STATION IS LOCATED ABOUT 11 MILES SOUTH OF SOMERSET AND 5 MILES
 GB0999'SOUTHWEST OF BURNSIDE ON THE GROUNDS OF THE ALEXANDER CHAPEL
 GB0999'METHODIST CHURCH.  IT IS 160 FEET SOUTH OF THE SOUTHWEST CORNER OF
 GB0999'CHURCH BUILDING, 33 FEET NORTHWEST OF CENTER OF STATE HIGHWAY 90, 9
 GB0999'FEET NORTHWEST OF A WHITE WITNESS POST AND 4 FEET EAST OF A FENCE
 GB0999'LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GB0999'ALEXANDER 1950.
 GB0999'
 GB0999'REFERENCE MARK NO. 1 IS 26 FEET NORTHWEST OF CENTER OF HIGHWAY AND 24
 GB0999'FEET WEST OF CENTER OF GRAVEL DRIVE LEADING TO CHURCH BUILDING.
 GB0999'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ALEXANDER
 GB0999'NO 1 1950.
 GB0999'
 GB0999'REFERENCE MARK NO. 2 IS 2 FEET EAST OF FENCE LINE.  THE MARK IS FLUSH
 GB0999'WITH THE GROUND AND THE DISK IS STAMPED ALEXANDER NO 2 1950.
 GB0999'
 GB0999'AZIMUTH MARK IS 20 FEET SOUTH OF CENTER OF HIGHWAY 90, 3 FEET
 GB0999'NORTHEAST OF A WHITE WITNESS POST, 3 FEET NORTH OF A FENCE LINE
 GB0999'AND 1 FOOT NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4
 GB0999'INCHES AND THE DISK IS STAMPED ALEXANDER 1950.
 GB0999'
 GB0999'TO REACH STATION FROM THE TRAFFIC CIRCLE IN SOMERSET, GO SOUTH ON
 GB0999'U.S. HIGHWAY 27 FOR 6.6 MILES TO THE CUMBERLAND RIVER BRIDGE,
 GB0999'CONTINUE AHEAD ON HIGHWAY FOR 1.5 MILES TO THE JUNCTION OF STATE
 GB0999'HIGHWAY 90, TURN RIGHT ON HIGHWAY 90 AND GO WEST AND SOUTH FOR
 GB0999'5.1 MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE AHEAD ON
 GB0999'HIGHWAY FOR 0.25 MILE TO THE STATION ON RIGHT NEAR CHURCH BUILDING
 GB0999'AS DESCRIBED.
 GB0999'
 GB0999'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB0999
 GB0999                          STATION RECOVERY (1957)
 GB0999
 GB0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 GB0999'THIS STATION WAS RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND IN GOOD
 GB0999'CONDITION.  LEVELS WERE RUN OVER ALL MARKS.
 GB0999
 GB0999                          STATION RECOVERY (1957)
 GB0999
 GB0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0999'3.2 MI W FROM BRONSTON.
 GB0999'3.25 MILES WEST ALONG STATE HIGHWAY 90 FROM THE BAPTIST CHURCH
 GB0999'AT BRONSTON, AT THE SOUTHWEST CORNER OF THE PARKING AREA OF
 GB0999'ALEXANDER CHAPEL METHODIST CHURCH, 34 FEET NORTHWEST OF THE
 GB0999'CENTER LINE OF HIGHWAY, ABOUT 160 FEET SOUTH OF THE SOUTWEST
 GB0999'CORNER OF CHURCH BUILDING, 11 FEET NORTH OF FENCE CORNER AND
 GB0999'TELEPHONE POLE, 3 FEET NORTHEAST OF A FENCE LINE, 27.4 FEET
 GB0999'SOUTHWEST OF REFERENCE MARK NO. 1, 27 FEET SOUTHEAST OF
 GB0999'REFERENCE MARK NO. 2, AND ABOUT 4 FEET ABOVE THE LEVEL OF
 GB0999'HIGHWAY.
 GB0999
 GB0999                          STATION RECOVERY (1972)
 GB0999
 GB0999'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (HB)
 GB0999'THE STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE
 GB0999'ALL FOUND AND IN GOOD SHAPE.  THE DISTANCES TO THE REFERENCE MARKS
 GB0999'WERE CHECKED AND FOUND TO BE CORRECT.  A NEW DESCRIPTION IS AS
 GB0999'FOLLOWS--
 GB0999'
 GB0999'STATION IS LOCATED ABOUT 11 MILES SOUTH OF SOMERSET AND 4 MILES
 GB0999'SOUTHWEST OF BURNSIDE, ON THE GROUNDS OF THE ALEXANDER CHAPEL
 GB0999'METHODIST CHURCH.  IT IS 16.3 FEET SOUTH OF THE SOUTHWEST CORNER OF
 GB0999'CHURCH BUILDING, 32 FEET NORTH-NORTHWEST OF THE CENTER OF OLD
 GB0999'HIGHWAY 90, 10 FEET NORTH OF A TELEPHONE POLE, 4 FEET EAST-NORTHEAST
 GB0999'OF FENCE AND 3 FEET EAST NORTHEAST OF METAL WITNESS POST AND SIGN.
 GB0999'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ALEXANDER
 GB0999'1950.
 GB0999'
 GB0999'REFERENCE MARK NO. 1 IS 25 FEET NORTHWEST OF THE CENTER OF OLD
 GB0999'HIGHWAY 90 AND 23 FEET WEST OF THE CENTER OF DRIVE LEADING TO CHURCH
 GB0999'BUILDING.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GB0999'STAMPED ALEXANDER NO. 1 1950.
 GB0999'
 GB0999'REFERENCE MARK NO. 2 IS 2 FEET EAST OF FENCE LINE.  THE MARK IS FLUSH
 GB0999'WITH THE GROUND AND THE DISK IS STAMPED ALEXANDER NO. 2 1950.
 GB0999'
 GB0999'AZIMUTH MARK IS 46 FEET EAST OF THE CENTER OF A DRIVE, 21 FEET SOUTH
 GB0999'OF THE CENTER OF OLD HIGHWAY 90 AND 3 FEET SOUTH-SOUTHWEST OF A
 GB0999'TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GB0999'STAMPED ALEXANDER 1950.
 GB0999'
 GB0999'TO REACH STATION FROM THE INTERSECTION OF U. S. HIGHWAY 27 AND STATE
 GB0999'HIGHWAY 90 IN BURNSIDE, GO WEST AND SOUTHWEST ON STATE HIGHWAY 90
 GB0999'FOR 3.5 MILES TO JUNCTION WITH OLD HIGHWAY 90.  TURN RIGHT ONTO OLD
 GB0999'HIGHWAY 90 AND GO WEST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 GB0999'LEFT.  CONTINUE AHEAD ON OLD HIGHWAY 90 FOR 0.25 MILE TO STATION ON
 GB0999'RIGHT NEAR CHURCH AS DESCRIBED.
 GB0999
 GB0999                          STATION RECOVERY (1975)
 GB0999
 GB0999'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (CMB)
 GB0999'ALEXANDER RECOVERED IN GOOD CONDITION.
 GB0999'R. M. NO. 1 AND R. M. NO. 2 RECOVERED IN GOOD CONDITION.
 GB0999'AZIMUTH MARK RECOVERED IN GOOD CONDITION (YOU CAN NOT SEE BETWEEN
 GB0999'STATION AND AZIMUTH.)
 GB0999'
 GB0999'DISTANCE AND DIRECTION FROM NEAREST TOWN--ELEVEN MILES SOUTH OF
 GB0999'SOMERSET ON OLD HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1631 ***********************************************************************
 HA1631  DESIGNATION -  ALEXANDER
 HA1631  PID         -  HA1631
 HA1631  STATE/COUNTY-  KY/CHRISTIAN
 HA1631  USGS QUAD   -  DAWSON SPRINGS SE (1953)
 HA1631
 HA1631                         *CURRENT SURVEY CONTROL
 HA1631  ___________________________________________________________________
 HA1631* NAD 83(1993)-  37 04 21.68211(N)    087 30 50.52577(W)     ADJUSTED  
 HA1631* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 HA1631  ___________________________________________________________________
 HA1631  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 HA1631  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HA1631
 HA1631  HORZ ORDER  -  FIRST
 HA1631
 HA1631.The horizontal coordinates were established by classical geodetic methods
 HA1631.and adjusted by the National Geodetic Survey in December 1995..
 HA1631
 HA1631.The orthometric height was scaled from a topographic map.
 HA1631
 HA1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1631
 HA1631.The geoid height was determined by GEOID03.
 HA1631
 HA1631;                    North         East     Units Scale Factor Converg.
 HA1631;SPC KY1Z     - 1,083,540.298 1,343,138.838   MT  1.00000256   -1 04 59.0
 HA1631;SPC KY1Z     - 3,554,915.13  4,406,614.67   sFT  1.00000256   -1 04 59.0
 HA1631;SPC KY S     -   583,513.344   343,145.953   MT  0.99995576   -1 04 11.4
 HA1631;SPC KY S     - 1,914,410.03  1,125,804.68   sFT  0.99995576   -1 04 11.4
 HA1631;UTM  16      - 4,103,059.664   454,306.599   MT  0.99962572   -0 18 35.6
 HA1631
 HA1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1631!SPC KY1Z     -   0.99996888  x   1.00000256  =   0.99997144
 HA1631!SPC KY S     -   0.99996888  x   0.99995576  =   0.99992464
 HA1631!UTM  16      -   0.99996888  x   0.99962572  =   0.99959461
 HA1631
 HA1631|---------------------------------------------------------------------|
 HA1631| PID    Reference Object                     Distance      Geod. Az  |
 HA1631|                                                           dddmmss.s |
 HA1631| CG7029 ALEXANDER RM 1                       30.373 METERS 08252     |
 HA1631| GC2644 GAITHER                             APPROX.13.0 KM 1832055.3 |
 HA1631| CG7030 ALEXANDER RM 2                       21.662 METERS 19245     |
 HA1631| HA1639 OUTWOOD VETERANS HOSP TANK          APPROX.15.1 KM 2994559.8 |
 HA1631| CG7028 ALEXANDER AZ MK                                    3022216.3 |
 HA1631|---------------------------------------------------------------------|
 HA1631
 HA1631                          SUPERSEDED SURVEY CONTROL
 HA1631
 HA1631  NAD 83(1986)-  37 04 21.69152(N)    087 30 50.52922(W) AD(       ) 1
 HA1631  NAD 27      -  37 04 21.53100(N)    087 30 50.53100(W) AD(       ) 1
 HA1631
 HA1631.Superseded values are not recommended for survey control.
 HA1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1631.See file dsdata.txt to determine how the superseded data were derived.
 HA1631
 HA1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG5430703060(NAD 83)
 HA1631_MARKER: DS = TRIANGULATION STATION DISK
 HA1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1631_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1631
 HA1631  HISTORY     - Date     Condition        Report By
 HA1631  HISTORY     - 1934     MONUMENTED       CGS
 HA1631  HISTORY     - 1952     GOOD             CGS
 HA1631
 HA1631                          STATION DESCRIPTION
 HA1631
 HA1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1631'TWO AND ONE-HALF MILES NORTH-NORTHWEST OF CROFTON.  THE STATION IS ON
 HA1631'THE PROPERTY OF
 HA1631'MR. JOHN ALEXANDER ABOUT 15 MILES NORTH OF HOPKINSVILLE, AND ON THE
 HA1631'HIGHEST POINT OF A TIMBERED HILL.  THE STATION IS 7 YARDS SOUTHEAST
 HA1631'OF A 12-INCH OAK TREE, 5 YARDS NORTHEAST OF THE NORTHEAST CORNER OF
 HA1631'HOUSE, 7 YARDS SOUTH-SOUTHWEST OF FENCE CORNER, AND 6 FEET WEST
 HA1631'OF NORTH-SOUTH FENCE LINE.
 HA1631'
 HA1631'TO REACH FROM CROFTON GO WEST FROM THE DIXIE SERVICE STATION ON OLD
 HA1631'PAVED ROAD FOR 0.2 MILES AND TURN RIGHT ONTO DIRT ROAD FOR 1.4
 HA1631'MILES AND CONTINUE STRAIGHT AHEAD WHERE T-ROAD TURNS LEFT, FOLLOW
 HA1631'THIS ROAD FOR 0.8 MILE AND TURN RIGHT ONTO WIDE ROAD UP HILL FOR
 HA1631'0.15 MILE TO DIM ROAD TO RIGHT THROUGH WOODS, TAKE THIS DIM ROAD TO
 HA1631'TOP OF HILL AND STATION NEAR THE NORTHEAST CORNER OF SMALL HOUSE.
 HA1631'
 HA1631'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HA1631'DISKS SET IN CONCRETE AS DESCRIBED.
 HA1631'
 HA1631'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, 2 FEET SOUTH-WEST
 HA1631'OF FENCE CORNER, 10 FEET NORTHWEST OF A SMALL GROUP OF PEACH TREES.
 HA1631'
 HA1631'REFERENCE MARK NO. 2 IS SOUTH OF STATION, 8 YARDS SOUTHEAST OF A
 HA1631'10-INCH OAK TREE, 14 YARDS SOUTH OF THE SOUTHEAST CORNER OF
 HA1631'HOUSE.
 HA1631'
 HA1631'AZIMUTH MARK IS NORTH-NORTHWEST OF STATION, 60 YARDS SOUTH OF MR.
 HA1631'ALEXANDERS HOUSE, 3 YARDS SOUTHEAST OF THE CENTER LINE OF ROAD
 HA1631'LEADING TO HIS HOUSE, 18 INCHES SOUTHEAST OF FENCE LINE, 7 YARDS
 HA1631'NORTH OF A 14-INCH DOUBLE OAK TREE.
 HA1631'
 HA1631'A 50-FOOT TOWER REQUIRED.
 HA1631'
 HA1631'HEIGHT OF LIGHT ABOVE STATION MARK- 18 METERS.
 HA1631
 HA1631                          STATION RECOVERY (1952)
 HA1631
 HA1631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1631'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HA1631'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 2 FAILED TO
 HA1631'CHECK.  OLD DESCRTPTION IS ADEQUATE.  A NEW TO REACH THE STATION
 HA1631'FOLLOWS.
 HA1631'
 HA1631'TO REACH THE STATION FROM THE RAILROAD STATION IN CROFTON GO WEST ON
 HA1631'GRAVEL ROAD FOR 0.05 MILE TO U.S. HIGHWAY 41, CONTINUE AHEAD ON
 HA1631'GRAVEL ROAD FOR 0.15 MILE TO WHERE ROAD FORKS, BEAR RIGHT AND GO 1.25
 HA1631'MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO 1.05 MILES TO TOP OF A
 HA1631'GRADE AND A LANE RIGHT, TURN RIGHT AND GO 0.1 MILE UP LANE TO AZIMUTH
 HA1631'MARK ON THE RIGHT, FROM HERE TURN SHARP RIGHT AND GO UP HILL FOR
 HA1631'ABOUT 150 YARDS TO TOP OF HILL AND THE STATION AS DESCRIBED.
 HA1631'PROPERTY IS NOW OWNED BY MRS. OSBY MOCK.
 HA1631'
 HA1631'HEIGHT OF LIGHT ABOVE STATION -22 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1000 ***********************************************************************
 GB1000  DESIGNATION -  ALEXANDER RM 1
 GB1000  PID         -  GB1000
 GB1000  STATE/COUNTY-  KY/PULASKI
 GB1000  USGS QUAD   -  FRAZER (1982)
 GB1000
 GB1000                         *CURRENT SURVEY CONTROL
 GB1000  ___________________________________________________________________
 GB1000* NAD 83(1986)-  36 58 38.     (N)    084 40 21.     (W)     SCALED    
 GB1000* NAVD 88     -       270.26   (meters)     886.7    (feet)  RESET     
 GB1000  ___________________________________________________________________
 GB1000  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GB1000
 GB1000  VERT ORDER  -  THIRD
 GB1000
 GB1000.The horizontal coordinates were scaled from a topographic map and have
 GB1000.an estimated accuracy of +/- 6 seconds.
 GB1000
 GB1000.The orthometric height was computed from unverified reset data.
 GB1000.No vertical observational check was made to the station.
 GB1000
 GB1000.The geoid height was determined by GEOID03.
 GB1000
 GB1000;                    North         East    Units  Estimated Accuracy
 GB1000;SPC KY1Z     - 1,072,020.    1,595,940.      MT  (+/- 180 meters Scaled)
 GB1000
 GB1000                          SUPERSEDED SURVEY CONTROL
 GB1000
 GB1000  NGVD 29 (??/??/??)  270.43   (m)          887.2    (f) RESET       3  
 GB1000
 GB1000.Superseded values are not recommended for survey control.
 GB1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1000.See file dsdata.txt to determine how the superseded data were derived.
 GB1000
 GB1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF071948(NAD 83)
 GB1000_MARKER: DR = REFERENCE MARK DISK
 GB1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1000_STAMPING: ALEXANDER NO 1 1950 887.229
 GB1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1000+STABILITY: SURFACE MOTION
 GB1000
 GB1000  HISTORY     - Date     Condition        Report By
 GB1000  HISTORY     - 1950     MONUMENTED       CGS
 GB1000  HISTORY     - 1957     GOOD             NGS
 GB1000
 GB1000                          STATION DESCRIPTION
 GB1000
 GB1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB1000'3.2 MI W FROM BRONSTON.
 GB1000'3.25 MILES WEST ALONG STATE HIGHWAY 90 FROM THE BAPTIST CHURCH
 GB1000'AT BRONSTON, AT THE ALEXANDER CHAPEL METHODIST CHURCH, AT THE
 GB1000'SOUTHWEST CORNER OF THE CHURCH PARKING AREA, ABOUT 155 FEET
 GB1000'SOUTH OF THE SOUTHWEST CORNER OF CHURCH BUILDING, 25 FEET
 GB1000'NORTHWEST OF THE CENTER LINE OF HIGHWAY, ON THE OUTSIDE OF
 GB1000'CURVER AND AT THE SOUTHWEST END OF CURVE, 24 FEET WEST OF THE
 GB1000'CENTER OF WEST DRIVE TO CHURCH PARKING AREA, 27.4 FEET NORTHEAST
 GB1000'OF THE STATION MARK, 41.4 FEET EAST OF REFERENCE MARK NO. 2, ABOUT
 GB1000'2.5 FEET ABOVE THE LEVEL OF HIGHWAY AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1001 ***********************************************************************
 GB1001  DESIGNATION -  ALEXANDER RM 2
 GB1001  PID         -  GB1001
 GB1001  STATE/COUNTY-  KY/PULASKI
 GB1001  USGS QUAD   -  FRAZER (1982)
 GB1001
 GB1001                         *CURRENT SURVEY CONTROL
 GB1001  ___________________________________________________________________
 GB1001* NAD 83(1986)-  36 58 38.     (N)    084 40 21.     (W)     SCALED    
 GB1001* NAVD 88     -       270.60   (meters)     887.8    (feet)  RESET     
 GB1001  ___________________________________________________________________
 GB1001  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GB1001
 GB1001  VERT ORDER  -  THIRD
 GB1001
 GB1001.The horizontal coordinates were scaled from a topographic map and have
 GB1001.an estimated accuracy of +/- 6 seconds.
 GB1001
 GB1001.The orthometric height was computed from unverified reset data.
 GB1001.No vertical observational check was made to the station.
 GB1001
 GB1001.The geoid height was determined by GEOID03.
 GB1001
 GB1001;                    North         East    Units  Estimated Accuracy
 GB1001;SPC KY1Z     - 1,072,020.    1,595,940.      MT  (+/- 180 meters Scaled)
 GB1001
 GB1001                          SUPERSEDED SURVEY CONTROL
 GB1001
 GB1001  NGVD 29 (??/??/??)  270.76   (m)          888.3    (f) RESET       3  
 GB1001
 GB1001.Superseded values are not recommended for survey control.
 GB1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1001.See file dsdata.txt to determine how the superseded data were derived.
 GB1001
 GB1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF071948(NAD 83)
 GB1001_MARKER: DR = REFERENCE MARK DISK
 GB1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1001_STAMPING: ALEXANDER NO 2 1950 888.327
 GB1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1001+STABILITY: SURFACE MOTION
 GB1001
 GB1001  HISTORY     - Date     Condition        Report By
 GB1001  HISTORY     - 1950     MONUMENTED       CGS
 GB1001  HISTORY     - 1957     GOOD             NGS
 GB1001
 GB1001                          STATION DESCRIPTION
 GB1001
 GB1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB1001'3.2 MI W FROM BRONSTON.
 GB1001'3.25 MILES WEST ALONG STATE HIGHWAY 90 FROM THE BAPTIST CHURCH
 GB1001'AT BRONSTON, 2.2 MILES NORTHEAST OF CROSSROAD AND POST OFFICE
 GB1001'AT FRAZER, 61.5 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, 27
 GB1001'FEET NORTHWEST OF STATION MARK, 41.4 FEET WEST OF REFERENCE MARK
 GB1001'NO. 1, 1 FOOT NORTHEAST OF A FENCE LINE, AND ABOUT 3.5 FEET
 GB1001'ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2378 ***********************************************************************
 HZ2378  DESIGNATION -  ALEXANDRIA MUNICIPAL TANK
 HZ2378  PID         -  HZ2378
 HZ2378  STATE/COUNTY-  KY/CAMPBELL
 HZ2378  USGS QUAD   -  ALEXANDRIA (1984)
 HZ2378
 HZ2378                         *CURRENT SURVEY CONTROL
 HZ2378  ___________________________________________________________________
 HZ2378* NAD 83(1993)-  38 57 31.17408(N)    084 23 18.62064(W)     ADJUSTED  
 HZ2378* NAVD 88     -                                                        
 HZ2378  ___________________________________________________________________
 HZ2378  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 HZ2378  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ2378
 HZ2378  HORZ ORDER  -  THIRD
 HZ2378
 HZ2378.The horizontal coordinates were established by classical geodetic methods
 HZ2378.and adjusted by the National Geodetic Survey in April 1998..
 HZ2378
 HZ2378
 HZ2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2378
 HZ2378.The geoid height was determined by GEOID03.
 HZ2378
 HZ2378;                    North         East     Units Scale Factor Converg.
 HZ2378;SPC KY1Z     - 1,292,245.374 1,618,015.618   MT  1.00008348   +0 50 09.3
 HZ2378;SPC KY1Z     - 4,239,641.70  5,308,439.57   sFT  1.00008348   +0 50 09.3
 HZ2378;SPC KY N     -   161,921.035   487,994.787   MT  0.99999879   -0 05 10.2
 HZ2378;SPC KY N     -   531,235.93  1,601,029.56   sFT  0.99999879   -0 05 10.2
 HZ2378;SPC OH S     -   108,135.700   436,328.318   MT  0.99996334   -1 11 53.9
 HZ2378;UTM  16      - 4,315,432.679   726,281.972   MT  1.00023054   +1 38 33.7
 HZ2378
 HZ2378                          SUPERSEDED SURVEY CONTROL
 HZ2378
 HZ2378  NAD 83(1993)-  38 57 31.18075(N)    084 23 18.62688(W) AD(       ) 4
 HZ2378  NAD 83(1986)-  38 57 31.17839(N)    084 23 18.63144(W) AD(       ) 4
 HZ2378  NAD 27      -  38 57 30.94100(N)    084 23 18.84900(W) AD(       ) 3
 HZ2378
 HZ2378.Superseded values are not recommended for survey control.
 HZ2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2378.See file dsdata.txt to determine how the superseded data were derived.
 HZ2378
 HZ2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2628215433(NAD 83)
 HZ2378_MARKER: 53 = ELEVATED TANK
 HZ2378
 HZ2378  HISTORY     - Date     Condition        Report By
 HZ2378  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2378
 HZ2378                          STATION DESCRIPTION
 HZ2378
 HZ2378'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 HZ2378'THE STATION IS LOCATED ABOUT IN THE CENTER OF MUNICIPALITY OF
 HZ2378'ALEXANDRIA, KENTUCKY.  TANK IS OF STEEL CONSTRUCTION AND IS PAINTED
 HZ2378'SILVER AND IS ABOUT 120 FEET HIGH.  THE POINT OF INTERSECTION WAS
 HZ2378'THE CL OF THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2376 ***********************************************************************
 GB2376  DESIGNATION -  ALLEN
 GB2376  PID         -  GB2376
 GB2376  STATE/COUNTY-  KY/CUMBERLAND
 GB2376  USGS QUAD   -  WATERVIEW (1982)
 GB2376
 GB2376                         *CURRENT SURVEY CONTROL
 GB2376  ___________________________________________________________________
 GB2376* NAD 83(1993)-  36 51 47.84369(N)    085 27 05.73420(W)     ADJUSTED  
 GB2376* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 GB2376  ___________________________________________________________________
 GB2376  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GB2376  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GB2376
 GB2376  HORZ ORDER  -  FIRST
 GB2376
 GB2376.The horizontal coordinates were established by classical geodetic methods
 GB2376.and adjusted by the National Geodetic Survey in December 1995..
 GB2376
 GB2376.The orthometric height was scaled from a topographic map.
 GB2376
 GB2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2376
 GB2376.The geoid height was determined by GEOID03.
 GB2376
 GB2376;                    North         East     Units Scale Factor Converg.
 GB2376;SPC KY1Z     - 1,058,861.001 1,526,610.748   MT  1.00005992   +0 10 59.6
 GB2376;SPC KY1Z     - 3,473,946.47  5,008,555.43   sFT  1.00005992   +0 10 59.6
 GB2376;SPC KY S     -   558,853.184   526,608.594   MT  0.99997895   +0 10 51.5
 GB2376;SPC KY S     - 1,833,504.15  1,727,715.03   sFT  0.99997895   +0 10 51.5
 GB2376;UTM  16      - 4,080,825.842   638,022.193   MT  0.99983469   +0 55 44.6
 GB2376
 GB2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2376!SPC KY1Z     -   0.99995324  x   1.00005992  =   1.00001315
 GB2376!SPC KY S     -   0.99995324  x   0.99997895  =   0.99993219
 GB2376!UTM  16      -   0.99995324  x   0.99983469  =   0.99978793
 GB2376
 GB2376|---------------------------------------------------------------------|
 GB2376| PID    Reference Object                     Distance      Geod. Az  |
 GB2376|                                                           dddmmss.s |
 GB2376| CG5442 ALLEN RM 1                           14.621 METERS 03241     |
 GB2376| CG5443 ALLEN RM 2                           15.968 METERS 15255     |
 GB2376| GB2444 SUBTLE                              APPROX. 8.4 KM 2992107.9 |
 GB2376|---------------------------------------------------------------------|
 GB2376
 GB2376                          SUPERSEDED SURVEY CONTROL
 GB2376
 GB2376  NAD 83(1986)-  36 51 47.85421(N)    085 27 05.74092(W) AD(       ) 1
 GB2376  NAD 27      -  36 51 47.63600(N)    085 27 05.86400(W) AD(       ) 1
 GB2376
 GB2376.Superseded values are not recommended for survey control.
 GB2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2376.See file dsdata.txt to determine how the superseded data were derived.
 GB2376
 GB2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3802280826(NAD 83)
 GB2376_MARKER: DS = TRIANGULATION STATION DISK
 GB2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2376
 GB2376  HISTORY     - Date     Condition        Report By
 GB2376  HISTORY     - 1939     MONUMENTED       CGS
 GB2376  HISTORY     - 1951     GOOD             CGS
 GB2376
 GB2376                          STATION DESCRIPTION
 GB2376
 GB2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 GB2376'ON A HIGH HEAVILY WOODED KNOLL LOCALLY KNOWN AS ROCKY KNOB AND IS AT
 GB2376'THE HEAD OF LITTLE RENO CREEK, ABOUT 7 MILES NORTHWEST OF
 GB2376'BURKESVILLE AND 6 MILES WEST OF BAKERTON ON LAND OWNED BY MR. W.M.
 GB2376'ALLEN WHO LIVES ABOUT 2 MILES EAST OF THE STATION.  STATION MARK
 GB2376'IS SET IN CONCRETE, PROJECTING 6 INCHES, STAMPED ALLEN 1939, 38 FEET
 GB2376'NORTH OF A 24-INCH TRIANGLE-BLAZED OAK TREE, AND 24.4 FEET
 GB2376'NORTHWEST OF A TRIANGLE-BLAZED 12-INCH MAPLE TREE.
 GB2376'
 GB2376'TO REACH THE STATION FROM THE COURT HOUSE IN BURKESVILLE, GO
 GB2376'NORTHWEST ON STATE ROUTE NO. 61 FOR 8.3 MILES TO BECKS STORE ON
 GB2376'THE RIGHT SIDE OF THE ROAD AND 3 GASOLINE PUMPS ON THE LEFT SIDE,
 GB2376'CONTINUE FOR 0.05 MILE TO A T-ROAD LEFT ON EAST SIDE OF A BARN,
 GB2376'TURN LEFT AND GO 0.1 MILE TO FORKS AT CREEK, TAKE LEFT FORK AND GO
 GB2376'0.45 MILE (FOLLOWING ROAD AS IT CROSSES AND RECROSSES CREEK) TO
 GB2376'FORKS, TAKE LEFT FORK AND GO 1.25 MILES UP CREEK BED TO A BOARD GATE
 GB2376'ON THE RIGHT (THIS GATE IS JUST 100 YARDS NORTH OF MR. ALLENS HOUSE)
 GB2376'TURN RIGHT THROUGH GATE AND FOLLOW WAGON TRAIL TO MR. GARRETTS
 GB2376'HOUSE, THIS IS AS FAR AS A TRUCK SHOULD BE DRIVEN.  MR. GARRETT WILL
 GB2376'HAUL SUPPLIES AND PARTY FROM HERE TO STATION, WHICH IS ABOUT 2
 GB2376'MILES FROM END OF TRUCK TRAVEL.
 GB2376'
 GB2376'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GB2376'SET IN CONCRETE.
 GB2376'
 GB2376'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  MARK PROJECTS 6 INCHES,
 GB2376'STAMPED ALLEN NO. 1, 1939.  REFERENCE MARK NO. 2 IS SOUTH OF THE
 GB2376'STATION.  MARK PROJECTS 6 INCHES, STAMPED ALLEN NO. 2 1939, 16.3 FEET
 GB2376'SOUTHEAST OF A TRIANGLE-BLAZED 24-INCH OAK TREE.  R.M.NO. 1 IS 36
 GB2376'FEET EAST OF A 12-INCH TRIANGLE-BLAZED MAPLE.
 GB2376'
 GB2376'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK DUE TO DENSE WOODS.
 GB2376'
 GB2376'HEIGHT OF LIGHT ABOVE STATION MARK-22 METERS.
 GB2376
 GB2376                          STATION RECOVERY (1951)
 GB2376
 GB2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GB2376'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 GB2376'THE DISTANCE TO THE REFERENCE MARKS FAILED TO CHECK.  A COMPLETE NEW
 GB2376'DESCRIPTION FOLLOWS.
 GB2376'
 GB2376'STATION IS LOCATED ON A HIGH WOODED KNOB LOCALLY KNOWN AS ROCK KNOB
 GB2376'WHICH IS ABOUT 7 MILES NORTHWEST OF BURKESVILLE ON PROPERTY OWNED
 GB2376'BY MR. W.M. ALLEN.  IT IS 4 FEET NORTHWEST OF A WHITE WITNESS POST.
 GB2376'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ALLEN 1939.
 GB2376'
 GB2376'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF HILL.  THE MARK
 GB2376'PROJECTS 8 INCHES AND THE DISK IS STAMPED ALLEN NO 1 1939.
 GB2376'
 GB2376'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE HILL.  THE MARK
 GB2376'PROJECTS 8 INCHES AND THE DISK IS STAMPED ALLEN NO 2 1939.
 GB2376'
 GB2376'TO REACH THE STATION FROM THE CUMBERLAND COUNTY COURTHOUSE IN
 GB2376'BURKESVILLE, GO NORTH ON STATE HIGHWAY NO. 61 FOR 3.1 MILES TO A
 GB2376'GRAVEL SIDE ROAD LEFT, TURN LEFT ON GRAVEL ROAD AND GO 4.1 MILES TO A
 GB2376'T-ROAD INTERSECTION, TURN RIGHT AND GO 0.05 MILE TO A SIDE ROAD
 GB2376'LEFT, TURN LEFT AND GO 0.4 MILE TO THE END OF ROAD AND MR. W.M.
 GB2376'ALLENS HOUSE, HERE TURN LEFT ON FARM ROAD AND GO 0.05 MILE TO A
 GB2376'CREEK, TURN RIGHT AND FOLLOW CREEK FOR 0.25 MILE TO WHERE CREEK
 GB2376'FORKS, TURN RIGHT AND FOLLOW CREEK FOR 0.65 MILE TO END OF TRUCK
 GB2376'TRAVEL, HERE PACK SOUTHWEST ON AN OLD TRACK ROAD TO THE TOP OF HILL,
 GB2376'CONTINUE ALONG THE TOP OF RIDGE FOR ABOUT 0.7 MILE TO THE HIGHEST
 GB2376'POINT OF HILL AND THE STATION AS DESCRIBED.
 GB2376'
 GB2376'HEIGHT OF LIGHT ABOVE THE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2737 ***********************************************************************
 GZ2737  DESIGNATION -  ALLENDALE
 GZ2737  PID         -  GZ2737
 GZ2737  STATE/COUNTY-  KY/GREEN
 GZ2737  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ2737
 GZ2737                         *CURRENT SURVEY CONTROL
 GZ2737  ___________________________________________________________________
 GZ2737* NAD 83(1993)-  37 22 05.72181(N)    085 34 53.64766(W)     ADJUSTED  
 GZ2737* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 GZ2737  ___________________________________________________________________
 GZ2737  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 GZ2737  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GZ2737
 GZ2737  HORZ ORDER  -  THIRD
 GZ2737
 GZ2737.The horizontal coordinates were established by classical geodetic methods
 GZ2737.and adjusted by the National Geodetic Survey in December 1995..
 GZ2737
 GZ2737.The orthometric height was scaled from a topographic map.
 GZ2737
 GZ2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2737
 GZ2737.The geoid height was determined by GEOID03.
 GZ2737
 GZ2737;                    North         East     Units Scale Factor Converg.
 GZ2737;SPC KY1Z     - 1,114,872.720 1,514,918.888   MT  0.99994402   +0 06 12.3
 GZ2737;SPC KY1Z     - 3,657,711.58  4,970,196.39   sFT  0.99994402   +0 06 12.3
 GZ2737;SPC KY S     -   614,863.034   514,918.912   MT  0.99994558   +0 06 07.7
 GZ2737;SPC KY S     - 2,017,263.14  1,689,363.13   sFT  0.99994558   +0 06 07.7
 GZ2737;UTM  16      - 4,136,669.183   625,598.591   MT  0.99979432   +0 51 39.6
 GZ2737
 GZ2737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2737!SPC KY1Z     -   0.99996724  x   0.99994402  =   0.99991126
 GZ2737!SPC KY S     -   0.99996724  x   0.99994558  =   0.99991282
 GZ2737!UTM  16      -   0.99996724  x   0.99979432  =   0.99976157
 GZ2737
 GZ2737|---------------------------------------------------------------------|
 GZ2737| PID    Reference Object                     Distance      Geod. Az  |
 GZ2737|                                                           dddmmss.s |
 GZ2737| CG7035 ALLENDALE RM 1                       29.447 METERS 13414     |
 GZ2737| CG7034 ALLENDALE AZ MK                                    1523552.6 |
 GZ2737| GZ2739 TENNESSEE GAS RAD STA 95 MAST       APPROX. 6.9 KM 1814147.7 |
 GZ2737| CG7036 ALLENDALE RM 2                       26.705 METERS 25118     |
 GZ2737|---------------------------------------------------------------------|
 GZ2737
 GZ2737                          SUPERSEDED SURVEY CONTROL
 GZ2737
 GZ2737  NAD 83(1986)-  37 22 05.72984(N)    085 34 53.65551(W) AD(       ) 3
 GZ2737  NAD 27      -  37 22 05.51500(N)    085 34 53.77400(W) AD(       ) 3
 GZ2737
 GZ2737.Superseded values are not recommended for survey control.
 GZ2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2737.See file dsdata.txt to determine how the superseded data were derived.
 GZ2737
 GZ2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG2559936669(NAD 83)
 GZ2737_MARKER: DS = TRIANGULATION STATION DISK
 GZ2737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2737
 GZ2737  HISTORY     - Date     Condition        Report By
 GZ2737  HISTORY     - 1951     MONUMENTED       CGS
 GZ2737  HISTORY     - 1961     POOR             USGS
 GZ2737
 GZ2737                          STATION DESCRIPTION
 GZ2737
 GZ2737'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2737'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF GREENSBURG AND 7 MILES
 GZ2737'SOUTHEAST OF MT. SHERMAN, AT THE SOUTH EDGE OF THE TOWN OF ALLENDALE
 GZ2737'ON GROUNDS OF THE ALLENDALE SCHOOL. IT IS 133 FEET NORTHEAST OF THE
 GZ2737'NORTHEAST CORNER OF THE SCHOOL, 95 FEET WEST OF THE CENTER OF
 GZ2737'STATE HIGHWAY 61, 8 FEET SOUTH OF A FENCE AND 4 FEET SOUTHWEST OF A
 GZ2737'WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GZ2737'IS STAMPED ALLENDALE 1951.
 GZ2737'
 GZ2737'REFERENCE MARK NO. 1 IS 52 FEET WEST OF THE CENTER OF HIGHWAY 61 AND
 GZ2737'19 FEET NORTH OF THE CENTER OF A DRIVEWAY TO THE SCHOOL. THE MARK
 GZ2737'IS ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION, IS FLUSH WITH
 GZ2737'THE GROUND AND IS STAMPED ALLENDALE NO 1 1951.
 GZ2737'
 GZ2737'REFERENCE MARK NO. 2 IS 51 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GZ2737'THE SCHOOL AND 1 FOOT SOUTH OF A FENCE. THE MARK IS FLUSH WITH THE
 GZ2737'GROUND AND THE DISK IS STAMPED ALLENDALE NO 2 1951.
 GZ2737'
 GZ2737'AZIMUTH MARK IS 60 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE
 GZ2737'BARN, 34 FEET EAST OF THE CENTER OF STATE HIGHWAY 61, 29 FEET SOUTH
 GZ2737'OF A DRIVEWAY, 3 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST
 GZ2737'OF A FENCE CORNER. THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GZ2737'DISK IS STAMPED ALLENDALE 1951.
 GZ2737'
 GZ2737'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 224
 GZ2737'IN MT. SHERMAN, GO SOUTHEAST ON HIGHWAY 61 FOR 8.15 MILES TO THE
 GZ2737'STATION ON THE RIGHT AS DESCRIBED, CONTINUE SOUTHEAST FOR 0.2 MILE TO
 GZ2737'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GZ2737'
 GZ2737'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GZ2737
 GZ2737                          STATION RECOVERY (1961)
 GZ2737
 GZ2737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GZ2737'STATION FOUND DESTROYED.  THE MARK WAS FOUND LYING ON ITS SIDE BESIDE
 GZ2737'STATE RT 61.  A SEARCH WAS MADE FOR THE REFERENCE MARKS, BUT NO
 GZ2737'SUCCESS.  IT APPEARS AS IF SOME GRADING WAS DONE.  THE ALLENDALE
 GZ2737'SCHOOL IS NOW A PRIVATE RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2437 ***********************************************************************
 GC2437  DESIGNATION -  ALLENS
 GC2437  PID         -  GC2437
 GC2437  STATE/COUNTY-  KY/TODD
 GC2437  USGS QUAD   -  ALLENSVILLE (1950)
 GC2437
 GC2437                         *CURRENT SURVEY CONTROL
 GC2437  ___________________________________________________________________
 GC2437* NAD 83(1993)-  36 43 43.79390(N)    087 05 41.26427(W)     ADJUSTED  
 GC2437* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 GC2437  ___________________________________________________________________
 GC2437  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 GC2437  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 GC2437
 GC2437  HORZ ORDER  -  THIRD
 GC2437
 GC2437.The horizontal coordinates were established by classical geodetic methods
 GC2437.and adjusted by the National Geodetic Survey in December 1995..
 GC2437
 GC2437.The orthometric height was scaled from a topographic map.
 GC2437
 GC2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2437
 GC2437.The geoid height was determined by GEOID03.
 GC2437
 GC2437;                    North         East     Units Scale Factor Converg.
 GC2437;SPC KY1Z     - 1,044,761.497 1,379,865.463   MT  1.00010367   -0 49 32.3
 GC2437;SPC KY1Z     - 3,427,688.34  4,527,108.61   sFT  1.00010367   -0 49 32.3
 GC2437;SPC KY S     -   544,744.915   379,877.716   MT  1.00000082   -0 48 56.0
 GC2437;SPC KY S     - 1,787,217.28  1,246,315.47   sFT  1.00000082   -0 48 56.0
 GC2437;UTM  16      - 4,064,795.658   491,535.599   MT  0.99960088   -0 03 24.1
 GC2437
 GC2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2437!SPC KY1Z     -   0.99997579  x   1.00010367  =   1.00007946
 GC2437!SPC KY S     -   0.99997579  x   1.00000082  =   0.99997661
 GC2437!UTM  16      -   0.99997579  x   0.99960088  =   0.99957668
 GC2437
 GC2437:                Primary Azimuth Mark                     Grid Az
 GC2437:SPC KY1Z     -  ALLENS AZ MK                             003 20 09.0
 GC2437:SPC KY S     -  ALLENS AZ MK                             003 19 32.7
 GC2437:UTM  16      -  ALLENS AZ MK                             002 34 00.8
 GC2437
 GC2437|---------------------------------------------------------------------|
 GC2437| PID    Reference Object                     Distance      Geod. Az  |
 GC2437|                                                           dddmmss.s |
 GC2437| CG5450 ALLENS AZ MK                                       0023036.7 |
 GC2437| CG5451 ALLENS RM 1                          21.948 METERS 07056     |
 GC2437| CG5452 ALLENS RM 2                          33.546 METERS 15632     |
 GC2437|---------------------------------------------------------------------|
 GC2437
 GC2437                          SUPERSEDED SURVEY CONTROL
 GC2437
 GC2437  NAD 83(1986)-  36 43 43.80299(N)    087 05 41.26816(W) AD(       ) 3
 GC2437  NAD 27      -  36 43 43.65500(N)    087 05 41.26900(W) AD(       ) 3
 GC2437
 GC2437.Superseded values are not recommended for survey control.
 GC2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2437.See file dsdata.txt to determine how the superseded data were derived.
 GC2437
 GC2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9153664796(NAD 83)
 GC2437_MARKER: DS = TRIANGULATION STATION DISK
 GC2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2437
 GC2437  HISTORY     - Date     Condition        Report By
 GC2437  HISTORY     - 1952     MONUMENTED       CGS
 GC2437
 GC2437                          STATION DESCRIPTION
 GC2437
 GC2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2437'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF ELKTON AND 2 MILES
 GC2437'NORTHWEST OF ALLENSVVILLE ON PROPERTY OWNED BY MR. FELTON
 GC2437'GILL. IT IS 94 FEET NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 GC2437'102 AND A GRAVEL ROAD, 60 FEET NORTHEAST OF THE CENTER OF THE
 GC2437'GRAVEL ROAD, 40 FEET WEST OF THE CENTER OF THE HIGHWAY AND 6 FEET
 GC2437'SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 GC2437'STAMPED ALLENS 1952.
 GC2437'
 GC2437'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 GC2437'1 FOOT NORTH OF A POWER LINE POLE. THE MARK PROJECTS 2 INCHES
 GC2437'AND THE DISK IS STAMPED ALLENS NO 1 1952.
 GC2437'
 GC2437'REFERENCE MARK NO. 2 IS 20 FEET WEST OF THE CENTER OF THE GRAVEL
 GC2437'ROAD, 10 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 1 FOOT NORTH OF
 GC2437'A FENCE LINE. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GC2437'ALLENS NO 2 1952.
 GC2437'
 GC2437'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF THE HIGHWAY, 3 FEET
 GC2437'SOUTH OF A POWER LINE POLE AND 3 FEET SOUTHWEST OF A WHITE WITNESS
 GC2437'POST. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ALLENS 1952.
 GC2437'
 GC2437'TO REACH THE STATION FROM THE POST OFFICE IN RUSSELLVILLE GO WEST ON
 GC2437'U.S. HIGHWAY 68 FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAY 75,
 GC2437'TURN LEFT ON HIGHWAY 75 AND GO 0.35 MILE TO THE JUNCTION OF STATE
 GC2437'HIGHWAY 79, TURN RIGHT AND GO SOUTHWEST ON HIGHWAY 79
 GC2437'FOR 13.4 MILES TO THE JUNCTION OF STATE HIGHWAY 102, TURN RIGHT ON
 GC2437'HIGHWAY 102 AND GO 0.5 MILE TO THE STATION ON THE LEFT
 GC2437'AS DESCRIBED. CONTINUE ON HIGHWAY 102 FOR 0.3 MILE TO THE AZIMUTH
 GC2437'MARK ON THE RIGHT AS DESCRIBED.
 GC2437'
 GC2437'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2503 ***********************************************************************
 HY2503  DESIGNATION -  ALLISON
 HY2503  PID         -  HY2503
 HY2503  STATE/COUNTY-  KY/MASON
 HY2503  USGS QUAD   -  SARDIS (1978)
 HY2503
 HY2503                         *CURRENT SURVEY CONTROL
 HY2503  ___________________________________________________________________
 HY2503* NAD 83(1993)-  38 30 48.75981(N)    083 53 00.59264(W)     ADJUSTED  
 HY2503* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 HY2503  ___________________________________________________________________
 HY2503  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 HY2503  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HY2503
 HY2503  HORZ ORDER  -  SECOND
 HY2503
 HY2503.The horizontal coordinates were established by classical geodetic methods
 HY2503.and adjusted by the National Geodetic Survey in December 1995..
 HY2503
 HY2503.The orthometric height was scaled from a topographic map.
 HY2503
 HY2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2503
 HY2503.The geoid height was determined by GEOID03.
 HY2503
 HY2503;                    North         East     Units Scale Factor Converg.
 HY2503;SPC KY1Z     - 1,243,598.912 1,662,773.365   MT  0.99996668   +1 08 45.5
 HY2503;SPC KY1Z     - 4,080,040.76  5,455,282.28   sFT  0.99996668   +1 08 45.5
 HY2503;SPC KY N     -   112,564.384   531,963.713   MT  0.99996240   +0 13 40.8
 HY2503;SPC KY N     -   369,304.98  1,745,284.28   sFT  0.99996240   +0 13 40.8
 HY2503;UTM  17      - 4,266,737.612   248,588.143   MT  1.00037847   -1 47 47.4
 HY2503
 HY2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2503!SPC KY1Z     -   0.99995776  x   0.99996668  =   0.99992444
 HY2503!SPC KY N     -   0.99995776  x   0.99996240  =   0.99992016
 HY2503!UTM  17      -   0.99995776  x   1.00037847  =   1.00033621
 HY2503
 HY2503|---------------------------------------------------------------------|
 HY2503| PID    Reference Object                     Distance      Geod. Az  |
 HY2503|                                                           dddmmss.s |
 HY2503| DB8626 ALLISON RM 1                          6.375 METERS 07825     |
 HY2503| DB8625 ALLISON AZ MK                                      1871403.0 |
 HY2503| DB8627 ALLISON RM 2                          6.265 METERS 26939     |
 HY2503|---------------------------------------------------------------------|
 HY2503
 HY2503                          SUPERSEDED SURVEY CONTROL
 HY2503
 HY2503  NAD 83(1986)-  38 30 48.76594(N)    083 53 00.60025(W) AD(       ) 2
 HY2503  NAD 27      -  38 30 48.49000(N)    083 53 00.87600(W) AD(       ) 2
 HY2503
 HY2503.Superseded values are not recommended for survey control.
 HY2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2503.See file dsdata.txt to determine how the superseded data were derived.
 HY2503
 HY2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4858866738(NAD 83)
 HY2503_MARKER: DS = TRIANGULATION STATION DISK
 HY2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2503
 HY2503  HISTORY     - Date     Condition        Report By
 HY2503  HISTORY     - 1954     MONUMENTED       CGS
 HY2503  HISTORY     - 1977     GOOD             LOCENG
 HY2503
 HY2503                          STATION DESCRIPTION
 HY2503
 HY2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2503'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF FAIRVIEW AND 2 MILES
 HY2503'WEST OF MAYSLICK, ON THE HIGHEST POINT OF A HIGH CULTIVATED RIDGE AND
 HY2503'IS ON PROPERTY OWNED BY MR. W.L. ALLISON.  IT IS 4 FEET SOUTHEAST OF
 HY2503'A WHITE WITNESS POST AND 3 FEET SOUTH OF AN EASTWEST FENCE.  THE MARK
 HY2503'IS ABOUT 10 INCHES UNDERGROUND AND THE DISK IS STAMPED ALLISON 1954.
 HY2503'
 HY2503'REFERENCE MARK NO.1 IS 1 FOOT SOUTH OF THE FENCE.  THE MARK IS FLUSH
 HY2503'AND THE DISK IS STAMPED ALLISON NO 1 1954.
 HY2503'
 HY2503'REFERENCE MARK NO.2 IS 1 FOOT SOUTH OF THE FENCE.  THE MARK IS FLUSH
 HY2503'AND THE DISK IS STAMPED ALLISON NO 2 1954.
 HY2503'
 HY2503'AZIMUTH MARK IS 35 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE
 HY2503'BARN, 30 FEET NORTH OF THE CENTER OF STATE HIGHWAY 24, 24 FEET EAST
 HY2503'OF A POWER LINE POLE, 1 FOOT EAST OF A WHITE WITNESS POST AND 1 FOOT
 HY2503'SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ALLISON
 HY2503'1954.
 HY2503'
 HY2503'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 HY2503'HIGHWAY 24 IN MAYSLICK, GO WEST ON HIGHWAY 24 FOR 2.2 MILES TO A
 HY2503'DRIVEWAY ON THE RIGHT TO A LARGE 2 STORY BRICK HOUSE TURN RIGHT AND
 HY2503'GO NORTH ON LANE FOR 0.1 MILE TO HOUSE, KEEP TO LEFT OF HOUSE AND GO
 HY2503'NORTHWEST FOR 0.05 MILE TO BARN, TURN LEFT AND GO WEST ON LANE FOR
 HY2503'0.1 MILE TO LANE CROSSING, TURN RIGHT AND GO NORTH ON GRAVEL LANE FOR
 HY2503'0.15 MILE TO GATE AT CREST OF RIDGE, TURN RIGHT AND GO EAST ON SOUTH
 HY2503'SIDE OF FENCE FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 HY2503'
 HY2503'TO REACH THE AZIMUTH MARK FROM THIS POINT GO WEST ON HIGHWAY 24 FOR
 HY2503'0.1 MILE TO BARN ON THE RIGHT AT TOP OF SMALL HILL AND THE MARK ON
 HY2503'THE RIGHT AS DESCRIBED.
 HY2503'
 HY2503'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HY2503
 HY2503                          STATION RECOVERY (1977)
 HY2503
 HY2503'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (RVP)
 HY2503'ALLISON 1954 RECOVERED GOOD.
 HY2503'
 HY2503'AZI. MARK ALLISON 1954 RECOVERED GOOD.
 HY2503'
 HY2503'ALLISON NO. 1 1954 AND ALLISON NO. 2 1954 BOTH R.M.S IN GOOD
 HY2503'CONDITION.
 HY2503'
 HY2503'DESCRIPTION IS VERY GOOD.  MR. RALPH BIDDLE NOW OWNS PROPERTY.
 HY2503'STATION WAS APPROX. 6 INCHES UNDERGROUND.  NEW WITNESS POSTS SHOULD
 HY2503'BE SET NEAR STATION AND AZI. MARK.
 HY2503'
 HY2503'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI. W. OF MAYSLICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1720 ***********************************************************************
 HA1720  DESIGNATION -  ALZEY
 HA1720  PID         -  HA1720
 HA1720  STATE/COUNTY-  KY/HENDERSON
 HA1720  USGS QUAD   -  CABORN (1978)
 HA1720
 HA1720                         *CURRENT SURVEY CONTROL
 HA1720  ___________________________________________________________________
 HA1720* NAD 83(1993)-  37 52 51.82910(N)    087 51 00.55816(W)     ADJUSTED  
 HA1720* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 HA1720  ___________________________________________________________________
 HA1720  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 HA1720  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HA1720
 HA1720  HORZ ORDER  -  SECOND
 HA1720
 HA1720.The horizontal coordinates were established by classical geodetic methods
 HA1720.and adjusted by the National Geodetic Survey in October 1999..
 HA1720
 HA1720.The orthometric height was scaled from a topographic map.
 HA1720
 HA1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1720
 HA1720.The geoid height was determined by GEOID03.
 HA1720
 HA1720;                    North         East     Units Scale Factor Converg.
 HA1720;SPC KY1Z     - 1,173,849.454 1,315,273.852   MT  0.99990495   -1 17 21.9
 HA1720;SPC KY1Z     - 3,851,204.42  4,315,194.30   sFT  0.99990495   -1 17 21.9
 HA1720;SPC KY S     -   673,817.211   315,257.598   MT  0.99999088   -1 16 25.2
 HA1720;SPC KY S     - 2,210,681.97  1,034,307.64   sFT  0.99999088   -1 16 25.2
 HA1720;SPC IN W     -   292,570.275   832,541.279   MT  1.00002269   -0 28 15.1
 HA1720;SPC IN W     -   959,874.31  2,731,429.18   sFT  1.00002269   -0 28 15.1
 HA1720;UTM  16      - 4,192,959.508   425,237.588   MT  0.99966884   -0 31 19.3
 HA1720
 HA1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1720!SPC KY1Z     -   0.99998754  x   0.99990495  =   0.99989249
 HA1720!SPC KY S     -   0.99998754  x   0.99999088  =   0.99997842
 HA1720!SPC IN W     -   0.99998754  x   1.00002269  =   1.00001023
 HA1720!UTM  16      -   0.99998754  x   0.99966884  =   0.99965639
 HA1720
 HA1720|---------------------------------------------------------------------|
 HA1720| PID    Reference Object                     Distance      Geod. Az  |
 HA1720|                                                           dddmmss.s |
 HA1720| CG7037 ALZEY RM 1                           20.680 METERS 09342     |
 HA1720| HA0979 M 331                                              1221249.2 |
 HA1720| CG7038 ALZEY RM 2                           25.457 METERS 16448     |
 HA1720|---------------------------------------------------------------------|
 HA1720
 HA1720                          SUPERSEDED SURVEY CONTROL
 HA1720
 HA1720  NAD 83(1993)-  37 52 51.83000(N)    087 51 00.55810(W) AD(       ) 2
 HA1720  NAD 83(1986)-  37 52 51.83562(N)    087 51 00.56068(W) AD(       ) 2
 HA1720  NAD 27      -  37 52 51.69636(N)    087 51 00.47209(W) AD(       ) 2
 HA1720
 HA1720.Superseded values are not recommended for survey control.
 HA1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1720.See file dsdata.txt to determine how the superseded data were derived.
 HA1720
 HA1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2523892960(NAD 83)
 HA1720_MARKER: DS = TRIANGULATION STATION DISK
 HA1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1720
 HA1720  HISTORY     - Date     Condition        Report By
 HA1720  HISTORY     - 1960     MONUMENTED       CGS
 HA1720  HISTORY     - 1964     GOOD             FAS
 HA1720  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 HA1720
 HA1720                          STATION DESCRIPTION
 HA1720
 HA1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1720'THE STATION IS ABOUT 9-1/2 MILES NORTHWEST OF SMITH MILLS, 8 MILES
 HA1720'NORTHEAST OF UNIONTOWN, AND 4-1/2 MILES SOUTHEAST OF MT. VERNON. IT
 HA1720'IS 115 FEET NORTHEAST OF THE NORTHWEST CORNER OF AN OLD BARN, 43 FEET
 HA1720'SOUTH OF A 36 INCH TREE, 44 FEET NORTHWEST OF THE CENTERLINE OF A
 HA1720'GRAVELED ROAD, 23 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD
 HA1720'HOUSE, AND 69 FEET WEST OF A WITNESS POST. THE MONUMENT IS FLUSH
 HA1720'AND THE DISK IS STAMPED ALZEY 1960.
 HA1720'
 HA1720'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 136 AND 359
 HA1720'IN SMITH MILLS, GO NORTHWESTERLY ON HIGHWAY 136 FOR 3.35 MILES TO
 HA1720'A GRAVELED SIDE ROAD RIGHT. CONTINUE NORTHERLY ON HIGHWAY 136 FOR
 HA1720'2.35 MILES TO A T-INTERSECTION.  TURN LEFT AND GO WEST ON A
 HA1720'GRAVELED ROAD FOR 0.75 MILE TO A STORE ON THE LEFT. CONTINUE WEST AND
 HA1720'NORTHWEST ON THE GRAVELED ROAD FOR 1.3 MILES TO A Y-FORK .
 HA1720'TAKE THE RIGHT FORK AND GO NORTHERLY ON A GRAVELED ROAD FOR 0.45 MILE
 HA1720'TO BENCH MARK M 331 ON THE LEFT. CONTINUE NORTHERLY ON THE GRAVELED
 HA1720'ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO WEST ON A
 HA1720'GRAVELED ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 HA1720'
 HA1720'REFERENCE MARK 1 IS 46 FEET NORTHWEST OF A 20 INCH OAK TREE, 18 FEET
 HA1720'SOUTHEAST OF THE CENTERLINE OF A GRAVELED ROAD, AND 2 FEET
 HA1720'SOUTHWEST OF THE WITNESS POST. THE MONUMENT PROJECTS 5 INCHES AND THE
 HA1720'DISK IS STAMPED ALZEY NO. 1 1960.
 HA1720'
 HA1720'REFERENCE MARK 2 IS 31 FEET SE OF A FENCE CORNER, 15 FEET SE OF THE
 HA1720'CENTERLINE OF THE GRAVELED ROAD, AND 5 FEET NORTH OF AN
 HA1720'8 INCH THORN TREE. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 HA1720'STAMPED ALZEY NO. 2 1960.
 HA1720'
 HA1720'M 331 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 HA1720'STAMPED M 331 1953 SET IN THE CENTER OF THE TOP OF A CONCRETE
 HA1720'MONUMENT (12 INCHES IN DIAMETER) FLUSH WITH THE GROUND. IT IS 89 FEET
 HA1720'EAST OF THE NORTHEAST CORNER OF AN ABONDONED HOUSE, 37 FEET
 HA1720'SOUTHWEST OF THE CENTERLINE OF A GRAVELED ROAD, AND 2 FEET NORTHEAST
 HA1720'OF A WHITE WITNESS POST.
 HA1720'
 HA1720'THE STATION IS ON THE PROPERTY OF MR. H. L. COOPER.
 HA1720'
 HA1720'NO MEASUREMENT BETWEEN REFERENCE MARKS, TREES ON LINE.
 HA1720'
 HA1720'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1720
 HA1720                          STATION RECOVERY (1964)
 HA1720
 HA1720'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964 (MLO)
 HA1720'ALZEY 1960 -GOOD.
 HA1720'
 HA1720'RECOVERED AS DESCRIBED EXCEPT THE OLD HOUSE IS GONE AND THE MARK IS 6
 HA1720'INCHES UNDERGROUND.
 HA1720'
 HA1720'RMS NOT SEARCHED FOR AZI. MARK (BM M 331) RECOVERED.
 HA1720
 HA1720                          STATION RECOVERY (1989)
 HA1720
 HA1720'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 HA1720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2087 ***********************************************************************
 GC2087  DESIGNATION -  AMOS
 GC2087  PID         -  GC2087
 GC2087  STATE/COUNTY-  KY/ALLEN
 GC2087  USGS QUAD   -  PETROLEUM (1994)
 GC2087
 GC2087                         *CURRENT SURVEY CONTROL
 GC2087  ___________________________________________________________________
 GC2087* NAD 83(1993)-  36 41 44.03338(N)    086 08 53.03624(W)     ADJUSTED  
 GC2087* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 GC2087  ___________________________________________________________________
 GC2087  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 GC2087  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GC2087
 GC2087  HORZ ORDER  -  SECOND
 GC2087
 GC2087.The horizontal coordinates were established by classical geodetic methods
 GC2087.and adjusted by the National Geodetic Survey in December 1995..
 GC2087
 GC2087.The orthometric height was scaled from a topographic map.
 GC2087
 GC2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2087
 GC2087.The geoid height was determined by GEOID03.
 GC2087
 GC2087;                    North         East     Units Scale Factor Converg.
 GC2087;SPC KY1Z     - 1,040,279.673 1,464,422.759   MT  1.00011533   -0 14 39.8
 GC2087;SPC KY1Z     - 3,412,984.23  4,804,527.00   sFT  1.00011533   -0 14 39.8
 GC2087;SPC KY S     -   540,273.205   464,426.608   MT  1.00000707   -0 14 29.1
 GC2087;SPC KY S     - 1,772,546.34  1,523,706.30   sFT  1.00000707   -0 14 29.1
 GC2087;SPC TN       -   262,108.716   586,767.267   MT  1.00006137   -0 05 12.1
 GC2087;SPC TN       -   859,935.01  1,925,085.61   sFT  1.00006137   -0 05 12.1
 GC2087;UTM  16      - 4,061,439.367   576,103.711   MT  0.99967135   +0 30 32.8
 GC2087
 GC2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2087!SPC KY1Z     -   0.99995825  x   1.00011533  =   1.00007357
 GC2087!SPC KY S     -   0.99995825  x   1.00000707  =   0.99996532
 GC2087!SPC TN       -   0.99995825  x   1.00006137  =   1.00001961
 GC2087!UTM  16      -   0.99995825  x   0.99967135  =   0.99962961
 GC2087
 GC2087|---------------------------------------------------------------------|
 GC2087| PID    Reference Object                     Distance      Geod. Az  |
 GC2087|                                                           dddmmss.s |
 GC2087| CG5461 AMOS RM 1                            25.771 METERS 05045     |
 GC2087| CG5460 AMOS AZ MK                                         1325902.6 |
 GC2087| CG5462 AMOS RM 2                            33.113 METERS 16109     |
 GC2087| CG5463 AMOS RM 3                            20.259 METERS 20618     |
 GC2087| GC2071 SCOTTSVILLE ALLEN CO CTHSE          APPROX. 7.4 KM 3292423.8 |
 GC2087| GC2092 SCOTTSVILLE MUN STANDPIPE           APPROX. 6.4 KM 3354613.7 |
 GC2087|---------------------------------------------------------------------|
 GC2087
 GC2087                          SUPERSEDED SURVEY CONTROL
 GC2087
 GC2087  NAD 83(1986)-  36 41 44.04318(N)    086 08 53.04065(W) AD(       ) 2
 GC2087  NAD 27      -  36 41 43.87700(N)    086 08 53.09500(W) AD(       ) 2
 GC2087
 GC2087.Superseded values are not recommended for survey control.
 GC2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2087.See file dsdata.txt to determine how the superseded data were derived.
 GC2087
 GC2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7610461439(NAD 83)
 GC2087_MARKER: DS = TRIANGULATION STATION DISK
 GC2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2087_STAMPING: AMOS 1950
 GC2087_MARK LOGO: CGS   
 GC2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2087+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2002
 GC2087
 GC2087  HISTORY     - Date     Condition        Report By
 GC2087  HISTORY     - 1950     MONUMENTED       CGS
 GC2087  HISTORY     - 1954     MARK NOT FOUND   USGS
 GC2087  HISTORY     - 1978     GOOD             NGS
 GC2087  HISTORY     - 20020911 GOOD             KYDT
 GC2087
 GC2087                          STATION DESCRIPTION
 GC2087
 GC2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2087'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF WESTMORELAND,
 GC2087'TENNESSEE AND 5 MILES SOUTHEAST OF SCOTTSVILLE. IT IS 36 FEET WEST
 GC2087'OF THE CENTER OF A GRAVEL ROAD, 18 FEET NORTH OF THE SOUTHEAST CORNER
 GC2087'OF A SMALL BARN AND 17 FEET WEST OF A WHITE WITNESS POST. THE MARK
 GC2087'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED AMOS 1950.
 GC2087'
 GC2087'REFERENCE MARK NO. 1 IS 17 FEET EAST OF CENTER OF GRAVEL ROAD AND 1
 GC2087'FOOT EAST OF A FENCE LINE. THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GC2087'DISK IS STAMPED AMOS NO. 1 1950.
 GC2087'
 GC2087'REFERENCE MARK NO. 2 IS 20 FEET EAST OF CENTER OF GRAVEL ROAD. THE
 GC2087'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED AMOS NO. 2
 GC2087'1950.
 GC2087'
 GC2087'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHEAST OF STATION, 43 FEET
 GC2087'NORTH OF THE CENTER OF A DIRT ROAD, 17 FEET SOUTHEAST OF
 GC2087'CENTER OF ANOTHER DIRT ROAD AND 2 FEET EAST OF A WHITE WITNESS POST.
 GC2087'THE MARK IS FLUSH WITH THE GROUND AND AND THE DISK IS STAMPED AMOS
 GC2087'1950.
 GC2087'
 GC2087'TO REACH STATION FROM THE EAST SIDE OF THE COURTHOUSE SQUARE IN
 GC2087'SCOTTSVILLE, GO EAST ON U.S. HIGHWAY 31 E FOR 0.3 MILE TO THE
 GC2087'JUNCTION OF STATE HIGHWAY 100, TURN RIGHT ON HIGHWAY 100 AND GO SOUTH
 GC2087'AND EAST FOR 2.1 MILES TO A GRAVEL T ROAD RIGHT, TURN RIGHT ACROSS
 GC2087'A SMALL CONCRETE BRIDGE AND GO SOUTH ON GRAVEL ROAD FOR 3.1 MILES TO
 GC2087'THE STATION ON RIGHT AS DESCRIBED.
 GC2087'
 GC2087'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTH AND EAST ON GRAVEL
 GC2087'ROAD FOR 0.55 MILE TO A DIRT ROAD LEFT, TURN LEFT AND GO 0.1 MILE
 GC2087'TO A ROAD FORK AND THE AZIMUTH MARK AS DESCRIBED.
 GC2087'
 GC2087'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2087
 GC2087                          STATION RECOVERY (1954)
 GC2087
 GC2087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GC2087'STATION PROBABLY DESTROYED. EXTENSIVE BULLDOZING DONE IN THE AREA IN
 GC2087'CONSTRUCTION OF TV RELAY TOWER.
 GC2087
 GC2087                          STATION RECOVERY (1978)
 GC2087
 GC2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GC2087'THE STATION MARK WAS FOUND AFTER A LONG SEARCH IN GOOD CONDITION.
 GC2087'THE AZIMUTH MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 GC2087'REFERENCE MARK 1 WAS NOT FOUND AND A LOCAL RESIDENT STATED THAT
 GC2087'THE MARK WAS DESTROYED SEVERAL YEARS AGO BY GRADING.  REFERENCE
 GC2087'MARK 3 WAS SET.  THE DIRECTION TO REFERENCE MARK 2 CHECKED BUT
 GC2087'THE DISTANCE WAS FOUND TO BE IN ERROR BY 0.15 OF A FOOT.  A NEW
 GC2087'DESCRIPTION FOLLOWS--
 GC2087'
 GC2087'THE STATION IS 1 FOOT EAST OF A METAL WITNESS POST, 49 FEET SOUTH OF
 GC2087'THE CENTERLINE OF A DRIVEWAY TO MICROWAVE TOWER, 89 FEET NORTH OF
 GC2087'THE CENTERLINE OF A DRIVEWAY, 28 FEET WEST OF THE CENTERLINE OF
 GC2087'HIGHWAY, 115 FEET NORTHEAST OF THE SOUTHEAST CORNER OF CONCRETE
 GC2087'BLOCK BUILDING OF TOWER AND 119 FEET SOUTHEAST OF THE
 GC2087'NORTHEAST CORNER OF THE BUILDING.  THE MONUMENT IS FLUSH AND THE
 GC2087'DISK IS STAMPED AMOS 1950.
 GC2087'
 GC2087'TO REACH THE STATION FROM THE EAST SIDE OF THE COURTHOUSE SQUARE AT
 GC2087'SCOTTSVILLE, GO EASTERLY ON U. S. HIGHWAY 31 E FOR 0.3 MILE TO THE
 GC2087'JUNCTION OF STATE HIGHWAY 100.  TURN RIGHT AND GO SOUTH ON HIGHWAY
 GC2087'100 FOR 2.1 MILES TO THE JUNCTION OF STATE HIGHWAY 1421.  TURN
 GC2087'RIGHT ON HIGHWAY 1421 AND GO SOUTHERLY FOR 3.1 MILES TO THE STATION
 GC2087'ON THE RIGHT.
 GC2087'
 GC2087'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH AND EAST
 GC2087'ON THE HIGHWAY FOR 0.55 MILE TO A GRAVELED ROAD LEFT.  TURN LEFT ON
 GC2087'THE GRAVELED ROAD FOR 0.1 MILE TO A ROAD FORK AND THE AZIMUTH MARK
 GC2087'AS DESCRIBED.
 GC2087'
 GC2087'REFERENCE MARK 2 IS SURROUNDED BY A 3 X 3 FOOT SQUARE BRICK FLOWER
 GC2087'BOX, 8 FEET NORTH OF THE CENTERLINE OF A PAVED DRIVEWAY, 30 FEET
 GC2087'EAST OF THE CENTERLINE OF THE ROAD AND 45 FEET SOUTH OF A POWER POLE
 GC2087'AND UNDERGROUND CABLE BOX.  THE MONUMENT PROJECTS 8 INCHES AND THE
 GC2087'DISK IS STAMPED AMOS NO 2 1950.
 GC2087'
 GC2087'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GC2087'MAGNETS, STAMPED AMOS 1950 NO 3 1978, PROJECTING 2 INCHES, 1 FOOT
 GC2087'EAST OF A POWER POLE, 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 GC2087'AND 24 FEET NORTH OF THE CENTERLINE OF A GRAVED DRIVEWAY.
 GC2087'
 GC2087'THE AZIMUTH MARK IS 44 FEET NORTH OF THE CENTERLINE OF GRAVELED ROAD,
 GC2087'17 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED ROAD AND 1 FOOT
 GC2087'SOUTHWEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 GC2087'DISK IS STAMPED AMOS 1950.
 GC2087'
 GC2087'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GC2087'
 GC2087'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 GC2087'SOUTHEAST OF SCOTTSVILLE.
 GC2087
 GC2087                          STATION RECOVERY (2002)
 GC2087
 GC2087'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GC2087'STATION AND RM'S 2 AND 3 RECOVERED AT THIS TIME, AZIMUTH MARK WAS
 GC2087'SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2457 ***********************************************************************
 HZ2457  DESIGNATION -  ANDERSON
 HZ2457  PID         -  HZ2457
 HZ2457  STATE/COUNTY-  KY/SCOTT
 HZ2457  USGS QUAD   -  GEORGETOWN (1993)
 HZ2457
 HZ2457                         *CURRENT SURVEY CONTROL
 HZ2457  ___________________________________________________________________
 HZ2457* NAD 83(1993)-  38 10 45.83331(N)    084 37 22.92372(W)     ADJUSTED  
 HZ2457* NAVD 88     -       279.91   (+/-2cm)     918.3    (feet)  VERTCON   
 HZ2457  ___________________________________________________________________
 HZ2457  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 HZ2457  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HZ2457
 HZ2457  HORZ ORDER  -  SECOND
 HZ2457  VERT ORDER  -  THIRD ? (See Below)
 HZ2457
 HZ2457.The horizontal coordinates were established by classical geodetic methods
 HZ2457.and adjusted by the National Geodetic Survey in December 1995..
 HZ2457
 HZ2457.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2457.The vertical order pertains to the NGVD 29 superseded value.
 HZ2457
 HZ2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2457
 HZ2457.The geoid height was determined by GEOID03.
 HZ2457
 HZ2457;                    North         East     Units Scale Factor Converg.
 HZ2457;SPC KY1Z     - 1,205,478.199 1,598,732.136   MT  0.99991888   +0 41 30.9
 HZ2457;SPC KY1Z     - 3,954,973.06  5,245,173.68   sFT  0.99991888   +0 41 30.9
 HZ2457;SPC KY N     -    75,476.997   467,316.370   MT  0.99997463   -0 13 55.4
 HZ2457;SPC KY N     -   247,627.45  1,533,187.12   sFT  0.99997463   -0 13 55.4
 HZ2457;UTM  16      - 4,228,390.221   708,196.043   MT  1.00013386   +1 28 11.2
 HZ2457
 HZ2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2457!SPC KY1Z     -   0.99996135  x   0.99991888  =   0.99988024
 HZ2457!SPC KY N     -   0.99996135  x   0.99997463  =   0.99993598
 HZ2457!UTM  16      -   0.99996135  x   1.00013386  =   1.00009521
 HZ2457
 HZ2457:                Primary Azimuth Mark                     Grid Az
 HZ2457:SPC KY1Z     -  GEORGETOWN ST JOHNS CATH CH              061 34 52.8
 HZ2457:SPC KY N     -  GEORGETOWN ST JOHNS CATH CH              062 30 19.1
 HZ2457:UTM  16      -  GEORGETOWN ST JOHNS CATH CH              060 48 12.5
 HZ2457
 HZ2457|---------------------------------------------------------------------|
 HZ2457| PID    Reference Object                     Distance      Geod. Az  |
 HZ2457|                                                           dddmmss.s |
 HZ2457| HZ2459 GEORGETOWN ST JOHNS CATH CH         APPROX. 7.1 KM 0621623.7 |
 HZ2457| DB8631 ANDERSON RM 1                        54.538 METERS 08117     |
 HZ2457| DB8633 ANDERSON RM 3                        47.226 METERS 10034     |
 HZ2457| HZ2479 VERSAILLIS MUNICIPAL TANK           APPROX.16.6 KM 2143808.7 |
 HZ2457| HZ2487 MIDWAY PT DISTILLERS TANK           APPROX. 6.0 KM 2372215.4 |
 HZ2457| DB8632 ANDERSON RM 2                        45.589 METERS 28837     |
 HZ2457| DB8630 ANDERSON AZ MK                                     3524858.0 |
 HZ2457|---------------------------------------------------------------------|
 HZ2457
 HZ2457                          SUPERSEDED SURVEY CONTROL
 HZ2457
 HZ2457  NAD 83(1986)-  38 10 45.83919(N)    084 37 22.93193(W) AD(       ) 2
 HZ2457  NAD 27      -  38 10 45.57200(N)    084 37 23.13000(W) AD(       ) 2
 HZ2457  NGVD 29 (07/19/86)  280.08   (m)          918.9    (f) LEVELING    3  
 HZ2457
 HZ2457.Superseded values are not recommended for survey control.
 HZ2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2457.See file dsdata.txt to determine how the superseded data were derived.
 HZ2457
 HZ2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0819628390(NAD 83)
 HZ2457_MARKER: DS = TRIANGULATION STATION DISK
 HZ2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2457_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2457
 HZ2457  HISTORY     - Date     Condition        Report By
 HZ2457  HISTORY     - 1935     MONUMENTED       CGS
 HZ2457  HISTORY     - 1960     GOOD             PAS
 HZ2457  HISTORY     - 1963     MARK NOT FOUND   CGS
 HZ2457
 HZ2457                          STATION DESCRIPTION
 HZ2457
 HZ2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2457'STATION IS 4-1/2 MILES WSW OF GEORGETOWN, 11-1/2 MILES NW OF
 HZ2457'LEXINGTON ON THE HIGHEST POINT OF A HILL ON THE N SIDE OF IRON WORKS
 HZ2457'PIKE, AND ON THE PROPERTY OF MR. BOB ANDERSON.  IT IS 27 FEET N OF
 HZ2457'THE CENTER LINE OF IRON WORKS PIKE, 29.5 FEET WSW OF AN 18 INCH
 HZ2457'LOCUST TREE, 43.5 FEET ENE OF 15 INCH LOCUST TREE, AND 12.5 FEET N OF
 HZ2457'WIRE FENCE, AND SET 12 INCHES BELOW GROUND LEVEL.
 HZ2457'
 HZ2457'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2457'DISKS SET IN CONCRETE.
 HZ2457'
 HZ2457'REFERENCE MARK NO.1 IS NE OF STATION, 18 INCHES W OF NS FENCE LINE,
 HZ2457'AND 377 PACES N OF INTERSECTION OF NS, AND EW FENCE LINE.
 HZ2457'
 HZ2457'REFERENCE MARK NO.2 IS WSW OF STATION, 3 PACES ENE OF 18 INCH LOCUST
 HZ2457'TREE, 18 INCHES N OF FENCE, AND 7 PACES N OF CENTER LINE OF IRON
 HZ2457'WORKS PIKE.
 HZ2457'
 HZ2457'AZIMUTH MARK IS NW OF STATION, 2 FEET E OF FENCE, 5 PACES W OF CENTER
 HZ2457'LINE OF ROAD, AND 4 PACES N OF GATE.
 HZ2457'
 HZ2457'TO REACH FROM THE LA FAYETTE HOTEL IN LEXINGTON GO NW ON U.S. HIGHWAY
 HZ2457'25 FOR 8.15 MILES TO INTERSECTION WITH IRON WORKS PIKE.  TURN LEFT
 HZ2457'ON IRON WORKS PIKE AND GO 3.25 MILES TO INTERSECTION WITH U.S.
 HZ2457'HIGHWAY 62.  CONTINUE AHEAD FOR 0.9 MILE TO RAILROAD CROSSING AT
 HZ2457'PEAK FLAG STOP.  CONTINUE AHEAD FOR 0.45 MILE TO TOP OF GRADE AND
 HZ2457'STATION SITE ON RIGHT.
 HZ2457'
 HZ2457'A 90 FOOT TOWER IS REQUIRED.
 HZ2457'
 HZ2457'NO NATURAL OBJECTS ARE VG.
 HZ2457
 HZ2457                          STATION RECOVERY (1960)
 HZ2457
 HZ2457'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ2457'THE STATION, AZIMUTH AND REFERENCE MARK 2 WERE FOUND IN GOOD
 HZ2457'CONDITION.  A THOROUGH SEARCH WAS MADE FOR REFERENCE MARK 1, BUT IT
 HZ2457'COULD NOT BE FOUND.  IT WAS EVIDENTLY DESTROYED BY EXCAVATION.
 HZ2457'REFERENCE MARK 3 WAS ESTABLISHED.
 HZ2457'
 HZ2457'THE RAILROAD AND FENCE MENTIONED IN THE ORIGINAL DESCRIPTIONS DO NOT
 HZ2457'EXIST.
 HZ2457'
 HZ2457'THE STATION, AZIMUTH AND REFERENCE MARK 2 DESCRIPTIONS ARE ADEQUATE.
 HZ2457'THE MIDWAY, PARK AND TILFORD DISTILLERS WATER TANK AND THE ST. JOHNS
 HZ2457'CATHOLIC CHURCH SPIRE IN GEORGETOWN ARE NOW VISIBLE FROM THE GROUND
 HZ2457'AND WERE CUT IN.
 HZ2457'
 HZ2457'A NEW STATION TO REACH FROM GEORGETOWN IS AS FOLLOWS--
 HZ2457'
 HZ2457'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 25, 62,
 HZ2457'227 AND 460 IN GEORGETOWN, GO WEST ON U.S. HIGHWAY 62, 227 AND 460
 HZ2457'FOR 1.05 MILES TO Y FORK.  TAKE LEFT FORK AND GO SOUTHWEST ON U.S.
 HZ2457'HIGHWAY 62 FOR 3.1 MILES TO IRONWORKS PIKE.  TURN RIGHT ONTO
 HZ2457'IRONWORKS PIKE AND GO WEST FOR 1.35 MILES TO TOP OF HILL AND
 HZ2457'STATION ON RIGHT.
 HZ2457'
 HZ2457'REFERENCE MARK 3 IS EAST OF STATION, 62 FEET NORTH OF APPROXIMATE
 HZ2457'CENTER OF IRONWORKS PIKE, 12 FEET WEST OF APPROXIMATE CENTER OF
 HZ2457'DRIVE, 2 FEET WEST OF THE WEST FACE OF A 2-1/2 X 2-1/2 FEET ROCK GATE
 HZ2457'POST.  THE MARK IS FLUSH AND THE DISK IS A STANDARD U.S.C. AND G.S.
 HZ2457'REFERENCE TABLET SET IN THE TOP OF A CONCRETE CYLINDER AND IS STAMPED
 HZ2457'ANDERSON NO.3 1935.
 HZ2457
 HZ2457                          STATION RECOVERY (1963)
 HZ2457
 HZ2457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ2457'STATION MARK ANDERSON - UNABLE TO LOCATE STATION OR R.M. DRIVES AND
 HZ2457'FENCES HAD BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1709 ***********************************************************************
 HA1709  DESIGNATION -  ANDERSON
 HA1709  PID         -  HA1709
 HA1709  STATE/COUNTY-  KY/UNION
 HA1709  USGS QUAD   -  BORDLEY (1969)
 HA1709
 HA1709                         *CURRENT SURVEY CONTROL
 HA1709  ___________________________________________________________________
 HA1709* NAD 83(1993)-  37 37 12.96719(N)    087 47 26.03886(W)     ADJUSTED  
 HA1709* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 HA1709  ___________________________________________________________________
 HA1709  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 HA1709  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HA1709
 HA1709  HORZ ORDER  -  SECOND
 HA1709
 HA1709.The horizontal coordinates were established by classical geodetic methods
 HA1709.and adjusted by the National Geodetic Survey in December 1995..
 HA1709
 HA1709.The orthometric height was scaled from a topographic map.
 HA1709
 HA1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1709
 HA1709.The geoid height was determined by GEOID03.
 HA1709
 HA1709;                    North         East     Units Scale Factor Converg.
 HA1709;SPC KY1Z     - 1,144,796.655 1,319,881.501   MT  0.99991488   -1 15 10.2
 HA1709;SPC KY1Z     - 3,755,887.03  4,330,311.22   sFT  0.99991488   -1 15 10.2
 HA1709;SPC KY S     -   644,763.790   319,873.416   MT  0.99995783   -1 14 15.1
 HA1709;SPC KY S     - 2,115,362.53  1,049,451.37   sFT  0.99995783   -1 14 15.1
 HA1709;UTM  16      - 4,163,978.221   430,233.443   MT  0.99965995   -0 28 57.4
 HA1709
 HA1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1709!SPC KY1Z     -   0.99997962  x   0.99991488  =   0.99989450
 HA1709!SPC KY S     -   0.99997962  x   0.99995783  =   0.99993745
 HA1709!UTM  16      -   0.99997962  x   0.99965995  =   0.99963958
 HA1709
 HA1709|---------------------------------------------------------------------|
 HA1709| PID    Reference Object                     Distance      Geod. Az  |
 HA1709|                                                           dddmmss.s |
 HA1709| CG7042 ANDERSON RM 1                        19.595 METERS 07438     |
 HA1709| HA1710 WEBSTER                             APPROX. 4.1 KM 1692303.2 |
 HA1709| CG7043 ANDERSON RM 2                        22.893 METERS 17222     |
 HA1709| HA1719 UNION LOOKOUT TOWER                 APPROX.10.2 KM 2870352.6 |
 HA1709| HA1707 CAMP BRECKINRIDGE S STANDPIPE       APPROX. 8.4 KM 3055852.5 |
 HA1709| HA1706 CAMP BRECKINRIDGE N STANDPIPE       APPROX. 9.3 KM 3215112.0 |
 HA1709|---------------------------------------------------------------------|
 HA1709
 HA1709                          SUPERSEDED SURVEY CONTROL
 HA1709
 HA1709  NAD 83(1986)-  37 37 12.97403(N)    087 47 26.04167(W) AD(       ) 2
 HA1709  NAD 27      -  37 37 12.80818(N)    087 47 25.97536(W) AD(       ) 2
 HA1709
 HA1709.Superseded values are not recommended for survey control.
 HA1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1709.See file dsdata.txt to determine how the superseded data were derived.
 HA1709
 HA1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3023363978(NAD 83)
 HA1709_MARKER: DS = TRIANGULATION STATION DISK
 HA1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1709_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1709
 HA1709  HISTORY     - Date     Condition        Report By
 HA1709  HISTORY     - 1962     MONUMENTED       CGS
 HA1709
 HA1709                          STATION DESCRIPTION
 HA1709
 HA1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1709'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK AT THIS TIME.
 HA1709'
 HA1709'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHEAST OF DIXON, ABOUT 8
 HA1709'1/2 MILES SOUTHEAST OF MORGANFIELD, AND ON U.S.  GOVERNMENT
 HA1709'PROPERTY. IT IS UNDER THE EAST SIDE OF A WOODEN OBSERVATION TOWER,
 HA1709'NEAR THE SOUTHEAST CORNER, 5 FEET SOUTHWEST OF A WITNESS
 HA1709'POST, AND 5 FEET NORTHWEST OF THE SOUTHEAST LEG OF THE OBSERVATION
 HA1709'TOWER. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 HA1709'ANDERSON 1962.
 HA1709'
 HA1709'TO REACH FROM THE SOUTH GATE OF CAMP BRECKINRIDGE ON STATE HIGHWAY
 HA1709'56, GO SOUTHEAST ON STATE HIGHWAY 56 FOR 3.8 MILES TO A CROSSROAD
 HA1709'(STATE HIGHWAY 141). CONTINUE SOUTHEAST ON STATE HIGHWAY 56 FOR 1.75
 HA1709'MILE TO A SIDE ROAD LEFT AND A SIGN ON THE RIGHT UNION HILL STOCK
 HA1709'FARM. TURN LEFT AND GO NORTHEAST AND EAST ON A GRAVELED ROAD FOR 0.6
 HA1709'MILE TO A WOODEN OBSERATION TOWER AND THE STATION.
 HA1709'
 HA1709'REFERENCE MARK 1 IS 62 FEET EAST OF THE SOUTHEAST LEG OF THE WOODEN
 HA1709'OBSERVATION TOWER, AND 8 FEET NORTH OF THE CENTERLINE OF A
 HA1709'TRACK ROAD. THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HA1709'ANDERSON NO. 1 1962.
 HA1709'
 HA1709'REFERENCE MARK 2 IS 72 FEET S OF THE SOUTH SIDE OF THE WOODEN
 HA1709'OBSERVATION TOWER, AND 8 FEET SW OF A 6 INCH LOCUST TREE.  THE
 HA1709'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED ANDERSON NO. 2
 HA1709'1962.
 HA1709'
 HA1709'NOTE- A ROUND HOLE WAS DRILLED IN THE FIRST PLATFORM OF THE
 HA1709'OBSERVATION TOWER, DIRECTLY OVER THE STATION MARK, AND WAS OCCUPIED
 HA1709'AT THIS TIME.
 HA1709'
 HA1709'HEIGHT OF LIGHT ABOVE STATION MARK 9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA1767 ***********************************************************************
 JA1767  DESIGNATION -  ANDYVILLE
 JA1767  PID         -  JA1767
 JA1767  STATE/COUNTY-  KY/MEADE
 JA1767  USGS QUAD   -  ALTON (1993)
 JA1767
 JA1767                         *CURRENT SURVEY CONTROL
 JA1767  ___________________________________________________________________
 JA1767* NAD 83(1993)-  38 03 11.77837(N)    086 22 51.52985(W)     ADJUSTED  
 JA1767* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 JA1767  ___________________________________________________________________
 JA1767  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 JA1767  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JA1767
 JA1767  HORZ ORDER  -  SECOND
 JA1767
 JA1767.The horizontal coordinates were established by classical geodetic methods
 JA1767.and adjusted by the National Geodetic Survey in December 1995..
 JA1767
 JA1767.The orthometric height was scaled from a topographic map.
 JA1767
 JA1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1767
 JA1767.The geoid height was determined by GEOID03.
 JA1767
 JA1767;                    North         East     Units Scale Factor Converg.
 JA1767;SPC KY1Z     - 1,191,070.590 1,444,624.967   MT  0.99990969   -0 23 14.6
 JA1767;SPC KY1Z     - 3,907,704.09  4,739,573.75   sFT  0.99990969   -0 23 14.6
 JA1767;SPC KY S     -   691,063.205   444,618.621   MT  1.00002409   -0 22 57.6
 JA1767;SPC KY S     - 2,267,263.20  1,458,719.59   sFT  1.00002409   -0 22 57.6
 JA1767;SPC IN E     -   311,647.729    37,307.165   MT  1.00001506   -0 26 25.1
 JA1767;SPC IN E     - 1,022,464.26    122,398.59   sFT  1.00001506   -0 26 25.1
 JA1767;UTM  16      - 4,211,906.500   554,309.175   MT  0.99963633   +0 22 53.6
 JA1767
 JA1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1767!SPC KY1Z     -   0.99996673  x   0.99990969  =   0.99987642
 JA1767!SPC KY S     -   0.99996673  x   1.00002409  =   0.99999082
 JA1767!SPC IN E     -   0.99996673  x   1.00001506  =   0.99998179
 JA1767!UTM  16      -   0.99996673  x   0.99963633  =   0.99960307
 JA1767
 JA1767:                Primary Azimuth Mark                     Grid Az
 JA1767:SPC KY1Z     -  ANDYVILLE AZ MK                          170 26 07.0
 JA1767:SPC KY S     -  ANDYVILLE AZ MK                          170 25 50.0
 JA1767:SPC IN E     -  ANDYVILLE AZ MK                          170 29 17.5
 JA1767:UTM  16      -  ANDYVILLE AZ MK                          169 39 58.8
 JA1767
 JA1767|---------------------------------------------------------------------|
 JA1767| PID    Reference Object                     Distance      Geod. Az  |
 JA1767|                                                           dddmmss.s |
 JA1767| CG7044 ANDYVILLE AZ MK                                    1700252.4 |
 JA1767| CG7046 ANDYVILLE RM 2                       28.752 METERS 22219     |
 JA1767| JA1773 MT PLEASANT BUZZARDS ROOST LOT      APPROX.11.1 KM 3174715.2 |
 JA1767| CG7045 ANDYVILLE RM 1                       19.865 METERS 35350     |
 JA1767|---------------------------------------------------------------------|
 JA1767
 JA1767                          SUPERSEDED SURVEY CONTROL
 JA1767
 JA1767  NAD 83(1986)-  38 03 11.78458(N)    086 22 51.53579(W) AD(       ) 2
 JA1767  NAD 27      -  38 03 11.54500(N)    086 22 51.62600(W) AD(       ) 2
 JA1767
 JA1767.Superseded values are not recommended for survey control.
 JA1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1767.See file dsdata.txt to determine how the superseded data were derived.
 JA1767
 JA1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5430911906(NAD 83)
 JA1767_MARKER: DS = TRIANGULATION STATION DISK
 JA1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1767
 JA1767  HISTORY     - Date     Condition        Report By
 JA1767  HISTORY     - 1950     MONUMENTED       CGS
 JA1767
 JA1767                          STATION DESCRIPTION
 JA1767
 JA1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 JA1767'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF PAYNEVILLE ON THE EAST
 JA1767'SIDE OF A GRAVEL ROAD. IT IS 35 FEET EAST OF THE CENTER OF THE
 JA1767'ROAD, 33 FEET WEST OF A 4 INCH PEACH TREE, 12 FEET NORTHEAST OF A 4
 JA1767'INCH TWIN WALNUT TREE. THE MARK PROJECTS ABOUT 6 INCHES AND
 JA1767'THE DISK IS STAMPED ANDYVILLE 1950.
 JA1767'
 JA1767'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTER OF THE ROAD. THE
 JA1767'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 JA1767'ANDYVILLE NO 1 1950.
 JA1767'
 JA1767'REFERENCE MARK NO 2 IS 21 FEET WEST OF THE CENTER OF THE ROAD AND 2
 JA1767'FEET EAST OF A FENCE LINE. THE MARK PROJECTS ABOUT 4 INCHES
 JA1767'AND THE DISK IS STAMPED ANDYVILLE NO 2 1950.
 JA1767'
 JA1767'AZIMUTH MARK IS 32 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 64,
 JA1767'10 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO H.P.
 JA1767'SCHMITS HOUSE, 2 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT
 JA1767'NORTHEAST OF A FENCE CORNER. THE MARK PROJECTS ABOUT 6 INCHES AND
 JA1767'THE DISK IS STAMPED ANDYVILLE 1950.
 JA1767'
 JA1767'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND 376 IN
 JA1767'PAYNEVILLE, GO WEST ON HIGHWAY 64 FOR 3.2 MILES TO
 JA1767'ANDYVILLE, CONTINUE ON THE HIGHWAY FOR 0.75 MILE TO THE AZIMUTH MARK
 JA1767'ON THE LEFT AS DESCRIBED, CONTINUE 0.25 MILE TO A T-ROAD
 JA1767'RIGHT, TURN RIGHT AND GO 0.8 MILE TO THE TOP OF THE HILL AND STATION
 JA1767'ON THE RIGHT AS DESCRIBED.
 JA1767'
 JA1767'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1394 ***********************************************************************
 HA1394  DESIGNATION -  ANNA
 HA1394  PID         -  HA1394
 HA1394  STATE/COUNTY-  KY/WARREN
 HA1394  USGS QUAD   -  BOWLING GREEN NORTH (1993)
 HA1394
 HA1394                         *CURRENT SURVEY CONTROL
 HA1394  ___________________________________________________________________
 HA1394* NAD 83(1993)-  37 05 28.30592(N)    086 26 51.84488(W)     ADJUSTED  
 HA1394* NAVD 88     -       219.76   (+/-2cm)     721.0    (feet)  VERTCON   
 HA1394  ___________________________________________________________________
 HA1394  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 HA1394  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HA1394
 HA1394  HORZ ORDER  -  THIRD
 HA1394  VERT ORDER  -  THIRD ? (See Below)
 HA1394
 HA1394.The horizontal coordinates were established by classical geodetic methods
 HA1394.and adjusted by the National Geodetic Survey in December 1995..
 HA1394
 HA1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1394.The vertical order pertains to the NGVD 29 superseded value.
 HA1394
 HA1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1394
 HA1394.The geoid height was determined by GEOID03.
 HA1394
 HA1394;                    North         East     Units Scale Factor Converg.
 HA1394;SPC KY1Z     - 1,084,343.445 1,437,968.414   MT  0.99999813   -0 25 42.2
 HA1394;SPC KY1Z     - 3,557,550.12  4,717,734.70   sFT  0.99999813   -0 25 42.2
 HA1394;SPC KY S     -   584,331.731   437,971.116   MT  0.99995434   -0 25 23.3
 HA1394;SPC KY S     - 1,917,095.02  1,436,910.24   sFT  0.99995434   -0 25 23.3
 HA1394;UTM  16      - 4,105,131.781   549,079.857   MT  0.99962967   +0 19 59.1
 HA1394
 HA1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1394!SPC KY1Z     -   0.99997032  x   0.99999813  =   0.99996845
 HA1394!SPC KY S     -   0.99997032  x   0.99995434  =   0.99992466
 HA1394!UTM  16      -   0.99997032  x   0.99962967  =   0.99960000
 HA1394
 HA1394|---------------------------------------------------------------------|
 HA1394| PID    Reference Object                     Distance      Geod. Az  |
 HA1394|                                                           dddmmss.s |
 HA1394| CG7050 ANNA RM 2                            21.467 METERS 00247     |
 HA1394| CG7049 ANNA RM 1                             8.497 METERS 14219     |
 HA1394| CG7048 ANNA AZ MK                                         1925956.1 |
 HA1394|---------------------------------------------------------------------|
 HA1394
 HA1394                          SUPERSEDED SURVEY CONTROL
 HA1394
 HA1394  NAD 83(1986)-  37 05 28.31483(N)    086 26 51.85063(W) AD(       ) 3
 HA1394  NAD 27      -  37 05 28.15900(N)    086 26 51.90600(W) AD(       ) 3
 HA1394  NGVD 29 (07/19/86)  219.86   (m)          721.3    (f) LEVELING    3  
 HA1394
 HA1394.Superseded values are not recommended for survey control.
 HA1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1394.See file dsdata.txt to determine how the superseded data were derived.
 HA1394
 HA1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4908005132(NAD 83)
 HA1394_MARKER: DS = TRIANGULATION STATION DISK
 HA1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1394
 HA1394  HISTORY     - Date     Condition        Report By
 HA1394  HISTORY     - 1952     MONUMENTED       CGS
 HA1394
 HA1394                          STATION DESCRIPTION
 HA1394
 HA1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1394'STATION IS LOCATED ABOUT 7 MILES NORTH OF BOWLING GREEN AND 2 MILES
 HA1394'EAST OF RICHARDSVILLE ON PROPERTY OWNED BY MR. ENNIS RUNNER. IT IS
 HA1394'ABOUT 125 FEET NORTHWEST OF STATE HIGHWAY 67,71 FEET NORTHEAST OF THE
 HA1394'NORTHEAST CORNER OF A FRAME HOUSE 15 FEET SOUTHWEST OF THE CENTER
 HA1394'OF A GRAVEL FARM LANE AND 9 FEET NORTH OF A WHITE WITNESS POST AND
 HA1394'FENCE LINE. THE MARK IS FLUSH AND THE DISK IS STAMPED ANNA 1952.
 HA1394'
 HA1394'REFERENCE MARK NO. 1 IS 21 FEET SOUTHWEST OF THE CENTER OF THE FARM
 HA1394'LANE AND 1 FOOT NORTHEAST OF A FENCE LINE. THE MARK IS FLUSH
 HA1394'AND THE DISK IS STAMPED ANNA NO 1 1952.
 HA1394'
 HA1394'REFERENCE MARK NO. 2 IS 49 FEET NORTHWEST OF THE SOUTHWEST BARN LOT
 HA1394'FENCE CORNER AND 3 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL SHED.
 HA1394'THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED ANNA NO 2
 HA1394'1952.
 HA1394'
 HA1394'AZIMUTH MARK IS ABOUT 150 FEET WEST OF STATE HIGHWAY 67 ON PROPERTY
 HA1394'OF MR. ROY WALKER. IT IS 60 FEET EAST OF THE SOUTHEAST CORNER
 HA1394'OF MR. WALKERS HOUSE, 10 FEET SOUTHEAST OF A TWIN 12 INCH OAK TREE
 HA1394'AND 2 FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 3
 HA1394'INCHES AND THE DISK IS STAMPED ANNA 1952.
 HA1394'
 HA1394'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND POTTER STREETS
 HA1394'IN THE NORTHEAST SECTION OF BOWLING GREEN, GO EAST THENCE NORTH
 HA1394'ON POTTER STREET (STATE HIGHWAY 67) FOR 6.0 MILES TO A T INTERSECTION
 HA1394'WITH STATE HIGHWAY 536, KEEP LEFT ON HIGHWAY 67 FOR 1.2 MILES TO
 HA1394'JUNCTION WITH STATE HIGHWAY 263, KEEP RIGHT ON HIGHWAY 67 FOR 0.3
 HA1394'MILE TO A FARM LANE LEFT NEAR THE TOP OF A HILL, TURN LEFT
 HA1394'ON FARM LANE AND GO NORTHWEST TO
 HA1394'STATION ON LEFT NEAR TOP OF HILL AS DESCRIBED.
 HA1394'
 HA1394'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON FARM LANE
 HA1394'WHICH PARALLELS HIGHWAY 67 TO HOME OF MR. WALKER AND MARK AS
 HA1394'DESCRIBED.
 HA1394'
 HA1394'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3320 ***********************************************************************
 GY3320  DESIGNATION -  ANNVILLE
 GY3320  PID         -  GY3320
 GY3320  STATE/COUNTY-  KY/JACKSON
 GY3320  USGS QUAD   -  TYNER (1976)
 GY3320
 GY3320                         *CURRENT SURVEY CONTROL
 GY3320  ___________________________________________________________________
 GY3320* NAD 83(1993)-  37 18 29.00747(N)    083 57 35.61326(W)     ADJUSTED  
 GY3320* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 GY3320  ___________________________________________________________________
 GY3320  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 GY3320  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GY3320
 GY3320  HORZ ORDER  -  SECOND
 GY3320
 GY3320.The horizontal coordinates were established by classical geodetic methods
 GY3320.and adjusted by the National Geodetic Survey in December 1995..
 GY3320
 GY3320.The orthometric height was scaled from a topographic map.
 GY3320
 GY3320.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3320
 GY3320.The geoid height was determined by GEOID03.
 GY3320
 GY3320;                    North         East     Units Scale Factor Converg.
 GY3320;SPC KY1Z     - 1,109,700.478 1,658,678.270   MT  0.99995381   +1 05 56.6
 GY3320;SPC KY1Z     - 3,640,742.32  5,441,846.96   sFT  0.99995381   +1 05 56.6
 GY3320;SPC KY S     -   609,672.380   658,677.188   MT  0.99994550   +1 05 08.3
 GY3320;SPC KY S     - 2,000,233.47  2,161,010.07   sFT  0.99994550   +1 05 08.3
 GY3320;UTM  17      - 4,133,156.012   237,675.435   MT  1.00044776   -1 47 42.1
 GY3320;UTM  16      - 4,133,381.888   769,435.478   MT  1.00049435   +1 50 37.4
 GY3320
 GY3320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3320!SPC KY1Z     -   0.99994038  x   0.99995381  =   0.99989419
 GY3320!SPC KY S     -   0.99994038  x   0.99994550  =   0.99988588
 GY3320!UTM  17      -   0.99994038  x   1.00044776  =   1.00038811
 GY3320!UTM  16      -   0.99994038  x   1.00049435  =   1.00043470
 GY3320
 GY3320|---------------------------------------------------------------------|
 GY3320| PID    Reference Object                     Distance      Geod. Az  |
 GY3320|                                                           dddmmss.s |
 GY3320| DB8635 ANNVILLE RM 1                        20.998 METERS 21028     |
 GY3320| GY2623 ANNVILLE AZ MK                                     3035034.1 |
 GY3320| DB8636 ANNVILLE RM 2                        22.744 METERS 31328     |
 GY3320|---------------------------------------------------------------------|
 GY3320
 GY3320                          SUPERSEDED SURVEY CONTROL
 GY3320
 GY3320  NAD 83(1986)-  37 18 29.01415(N)    083 57 35.61813(W) AD(       ) 2
 GY3320  NAD 27      -  37 18 28.69500(N)    083 57 35.87600(W) AD(       ) 2
 GY3320
 GY3320.Superseded values are not recommended for survey control.
 GY3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3320.See file dsdata.txt to determine how the superseded data were derived.
 GY3320
 GY3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB3767533156(NAD 83)
 GY3320_MARKER: DS = TRIANGULATION STATION DISK
 GY3320_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3320_SP_SET: PREFABRICATED CONCRETE POST
 GY3320
 GY3320  HISTORY     - Date     Condition        Report By
 GY3320  HISTORY     - 1950     MONUMENTED       CGS
 GY3320  HISTORY     - 1963     GOOD             CGS
 GY3320  HISTORY     - 1968     GOOD             CGS
 GY3320
 GY3320                          STATION DESCRIPTION
 GY3320
 GY3320'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3320'STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF LONDON AND 1 MILE
 GY3320'SOUTHEAST OF ANNVILLE ON A HIGH BRUSHY HILL OWNED BY H.C. COMBS.
 GY3320'IT IS IN A NORTH-SOUTH FENCE LINE AND 5 FEET SOUTH OF A WHITE WITNESS
 GY3320'POST.  THE MARK IS A 6 INCH CAST IRON PIPE THAT PROJECTS ABOUT 6
 GY3320'INCHES WITH A STANDARD DISK CEMENTED IN THE TOP STAMPED ANNVILLE
 GY3320'1950.
 GY3320'
 GY3320'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL.  IT IS 4 FEET
 GY3320'WEST OF THE NORTH-SOUTH FENCE LINE.  THE MARK IS A 4 INCH CAST IRON
 GY3320'PIPE THAT PROJECTS ABOUT 5 INCHES WITH A STANDARD DISK CEMENTED IN
 GY3320'THE TOP STAMPED ANNVILLE NO 1 1950.
 GY3320'
 GY3320'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL.  IT IS A 4
 GY3320'INCH CAST IRON PIPE THAT PROJECTS ABOUT 4 INCHES WITH A STANDARD
 GY3320'DISK CEMENTED IN THE TOP STAMPED ANNVILLE NO 2 1950.
 GY3320'
 GY3320'AZIMUTH MARK IS 20 FEET WEST OF THE CENTER OF THE ROAD, 1.5 FEET
 GY3320'SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A POWER LINE
 GY3320'POLE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GY3320'ANNVILLE 1950.
 GY3320'
 GY3320'TO REACH THE STATION FROM THE ANNVILLE INSTITUTE IN ANNVILLE, GO EAST
 GY3320'ON STATE HIGHWAY 30 FOR 0.4 MILE TO A T-ROAD RIGHT, TURN RIGHT
 GY3320'AND GO 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 GY3320'CONTINUE 0.15 MILE TO A HOUSE ON THE LEFT AND END OF TRUCK TRAVEL.
 GY3320'FROM HERE FOLLOW AN OLD TRAIL DOWN HILL, CROSS SMALL CREEK AND GO UP
 GY3320'A STEEP HILL TO A NORTH-SOUTH FENCE LINE AND THE STATION AS
 GY3320'DESCRIBED.  (ABOUT 20 MINUTE PACK.)
 GY3320'
 GY3320'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GY3320
 GY3320                          STATION RECOVERY (1963)
 GY3320
 GY3320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 GY3320'RECOVERED AS DESCRIBED.
 GY3320
 GY3320                          STATION RECOVERY (1968)
 GY3320
 GY3320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GY3320'THE STATION AND ALL MARKS WERE RCOVERED AND FOUND IN GOOD CONDITION.
 GY3320'
 GY3320'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GY3320'
 GY3320'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF LONDON AND 1 MILE
 GY3320'SOUTHEAST OF ANNVILLE, ON THE SUMMIT OF A LARGE BRUSH COVERED
 GY3320'KNOLL ON PROPERTY OF MR. BOB MOORE.
 GY3320'
 GY3320'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 30 AND COUNTY
 GY3320'ROUTE 578 JUST WEST OF THE POST OFFICE IN ANNVILLE, GO SOUTHERLY ON
 GY3320'COUNTY ROUTE 578 FOR 0.7 OF A MILE TO A RED BARN ON THE LEFT AND THE
 GY3320'AZIMUTH MARK ON THE RIGHT NEAR POINT WHERE POWER TRANSMISSION
 GY3320'LINES CROSS OVER THE ROAD.  CONTINUE SOUTHERLY ON COUNTY ROUTE 578
 GY3320'FOR 0.15 OF A MILE TO BENCH MARK W 184 1950 ON THE RIGHT AND THE
 GY3320'STATION HILL ON THE LEFT APPROXIMATELY 0.15 OF A MILE.  FROM THIS
 GY3320'POINT PACK EASTERLY ACROSS OPEN PASTURE AND THROUGH WOODS FOR
 GY3320'APPROXIMATELY 0.15 OF A MILE TO THE TOP OF THE HILL AND THE STATION
 GY3320'AS DESCRIBED.  THIS IS ABOUT A 20 MINUTE PACK.
 GY3320'
 GY3320'THE STATION IS IN A NORTH-SOUTH FENCE LINE, 5 FEET SOUTHWEST OF A
 GY3320'WHITE WOODEN WITNESS POST, AND 0.7 OF A FOOT NORTH- NORTHEAST OF A
 GY3320'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN CONCRETE
 GY3320'IN THE TOP OF A 6 INCH CAST IRON PIPE THAT PROJECTS 6 INCHES AND THE
 GY3320'DISK IS STAMPED ANNVILLE 1950.
 GY3320'
 GY3320'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL, 68 FEET
 GY3320'SOUTHWEST OF THE METAL WITNESS POST AND SIGN AND 4 FEET WEST OF THE
 GY3320'NORTH-SOUTH FENCE LINE.  IT IS A STANDARD DISK SET IN CONCRETE IN THE
 GY3320'TOP OF A 4 INCH CAST IRON PIPE THAT PROJECTS 3 INCHES AND THE DISK
 GY3320'IS STAMPED ANNVILLE NO 1 1950.
 GY3320'
 GY3320'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL AND 75 FEET
 GY3320'NORTHWEST OF THE METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GY3320'DISK SET IN CONCRETE IN THE TOP OF A 4 INCH CAST IRON PIPE THAT
 GY3320'PROJECTS 4 INCHES AND THE DISK IS STAMPED ANNVILLE NO 2 1950.
 GY3320'
 GY3320'DUE TO NUMEROUS TREES ON LINE, NO EFFORT WAS MADE TO MEASURE BETWEEN
 GY3320'THE REFERENCE MARKS.
 GY3320'
 GY3320'THE AZIMUTH MARK IS 129 FEET SOUTH OF A POWERLINE POLE, 107 FEET
 GY3320'NORTHWEST OF POWER TRANSMISSION LINE POLE NO. BD 34, 99 FEET SOUTH OF
 GY3320'AN UNDERGROUND TELEPHONE CABLE CASE NO. A13A, 44 FEET NORTHWEST OF
 GY3320'THE SOUTHWEST CORNER OF A RED BARN, 38 FEET WEST OF THE NORTHWEST
 GY3320'CORNER OF THE RED BARN, 19 FEET WEST OF THE APPROXIMATE CENTER OF
 GY3320'COUNTY ROUTE 578, 1.5 FEET SOUTHWEST OF THE OLD WOODEN WITNESS POST,
 GY3320'AND 1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GY3320'DISK SET IN THE TOP OF A 10-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND
 GY3320'THE DISK IS STAMPED ANNVILLE 1950 1263.177.
 GY3320'
 GY3320'NOTE- THIS WAS NOT AN OCCUPIED STATION.
 GY3320'
 GY3320'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILE
 GY3320'SOUTHEAST OF ANNVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2623 ***********************************************************************
 GY2623  DESIGNATION -  ANNVILLE AZ MK
 GY2623  PID         -  GY2623
 GY2623  STATE/COUNTY-  KY/JACKSON
 GY2623  USGS QUAD   -  TYNER (1976)
 GY2623
 GY2623                         *CURRENT SURVEY CONTROL
 GY2623  ___________________________________________________________________
 GY2623* NAD 83(1986)-  37 18 37.     (N)    083 57 52.     (W)     SCALED    
 GY2623* NAVD 88     -       384.865  (meters)    1262.68   (feet)  ADJUSTED  
 GY2623  ___________________________________________________________________
 GY2623  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GY2623  DYNAMIC HT  -         384.560 (meters)    1261.68  (feet)  COMP
 GY2623  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 GY2623
 GY2623  VERT ORDER  -  SECOND    CLASS 0
 GY2623
 GY2623.The horizontal coordinates were scaled from a topographic map and have
 GY2623.an estimated accuracy of +/- 6 seconds.
 GY2623
 GY2623.The orthometric height was determined by differential leveling
 GY2623.and adjusted by the National Geodetic Survey in June 1991..
 GY2623
 GY2623.The geoid height was determined by GEOID03.
 GY2623
 GY2623.The dynamic height is computed by dividing the NAVD 88
 GY2623.geopotential number by the normal gravity value computed on the
 GY2623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2623.degrees latitude (g = 980.6199 gals.).
 GY2623
 GY2623.The modeled gravity was interpolated from observed gravity values.
 GY2623
 GY2623;                    North         East    Units  Estimated Accuracy
 GY2623;SPC KY1Z     - 1,109,940.    1,658,270.      MT  (+/- 180 meters Scaled)
 GY2623
 GY2623                          SUPERSEDED SURVEY CONTROL
 GY2623
 GY2623  NGVD 29 (??/??/92)  385.02   (m)         1263.2    (f) COMPUTED    2 0
 GY2623
 GY2623.Superseded values are not recommended for survey control.
 GY2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2623.See file dsdata.txt to determine how the superseded data were derived.
 GY2623
 GY2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB372334(NAD 83)
 GY2623_MARKER: DZ = AZIMUTH MARK DISK
 GY2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2623_STAMPING: ANNVILLE 1950 1263.177
 GY2623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2623+STABILITY: SURFACE MOTION
 GY2623
 GY2623  HISTORY     - Date     Condition        Report By
 GY2623  HISTORY     - 1950     MONUMENTED       CGS
 GY2623  HISTORY     - 1968     GOOD             NGS
 GY2623
 GY2623                          STATION DESCRIPTION
 GY2623
 GY2623'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2623'1.2 MI SE FROM ANNVILLE.
 GY2623'ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM ANNVILLE
 GY2623'INSTITUTE AT ANNVILLE, THENCE ABOUT 0.65 MILE SOUTH ALONG A GRAVEL
 GY2623'ROAD, ABOUT 100 YARDS SOUTH-SOUTHWEST AND ACROSS ROAD FROM A STONE
 GY2623'HOUSE, ABOUT 150 YARDS NORTH-NORTHWEST AND ACROSS ROAD FROM A
 GY2623'WHITE HOUSE, 126 FEET WEST-NORTHWEST OF POWER LINE CROSSING ROAD,
 GY2623'19 FEET WEST-SOUTHWEST OF THE CENTER LINE OF ROAD, 1 FOOT SOUTH
 GY2623'OF A POER POLE, 42 FEET WEST AND ACROSS ROAD FROM CENTER OF A GATE,
 GY2623'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK IS ALSO
 GY2623'DIRECTLY ACROSS THE HIGHWAY SOUTH FROM THE CENTER OF A SMALL BARN.
 GY2623
 GY2623                          STATION RECOVERY (1968)
 GY2623
 GY2623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GY2623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2949 ***********************************************************************
 GZ2949  DESIGNATION -  ANO
 GZ2949  PID         -  GZ2949
 GZ2949  STATE/COUNTY-  KY/PULASKI
 GZ2949  USGS QUAD   -  ANO (1979)
 GZ2949
 GZ2949                         *CURRENT SURVEY CONTROL
 GZ2949  ___________________________________________________________________
 GZ2949* NAD 83(1993)-  37 05 41.46249(N)    084 19 23.15883(W)     ADJUSTED  
 GZ2949* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 GZ2949  ___________________________________________________________________
 GZ2949  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 GZ2949  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GZ2949
 GZ2949  HORZ ORDER  -  THIRD
 GZ2949
 GZ2949.The horizontal coordinates were established by classical geodetic methods
 GZ2949.and adjusted by the National Geodetic Survey in December 1995..
 GZ2949
 GZ2949.The orthometric height was scaled from a topographic map.
 GZ2949
 GZ2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2949
 GZ2949.The geoid height was determined by GEOID03.
 GZ2949
 GZ2949;                    North         East     Units Scale Factor Converg.
 GZ2949;SPC KY1Z     - 1,085,486.911 1,626,847.554   MT  0.99999726   +0 52 33.8
 GZ2949;SPC KY1Z     - 3,561,301.64  5,337,415.68   sFT  0.99999726   +0 52 33.8
 GZ2949;SPC KY S     -   585,466.137   626,842.196   MT  0.99995408   +0 51 55.3
 GZ2949;SPC KY S     - 1,920,816.82  2,056,564.77   sFT  0.99995408   +0 51 55.3
 GZ2949;UTM  16      - 4,108,747.944   737,907.679   MT  1.00029730   +1 36 55.1
 GZ2949
 GZ2949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2949!SPC KY1Z     -   0.99994177  x   0.99999726  =   0.99993903
 GZ2949!SPC KY S     -   0.99994177  x   0.99995408  =   0.99989586
 GZ2949!UTM  16      -   0.99994177  x   1.00029730  =   1.00023906
 GZ2949
 GZ2949|---------------------------------------------------------------------|
 GZ2949| PID    Reference Object                     Distance      Geod. Az  |
 GZ2949|                                                           dddmmss.s |
 GZ2949| DB8638 ANO RM 1                              8.717 METERS 13121     |
 GZ2949| DB8639 ANO RM 2                              9.635 METERS 23048     |
 GZ2949| DB8637 ANO AZ MK                                          3260440.4 |
 GZ2949|---------------------------------------------------------------------|
 GZ2949
 GZ2949                          SUPERSEDED SURVEY CONTROL
 GZ2949
 GZ2949  NAD 83(1986)-  37 05 41.47018(N)    084 19 23.16413(W) AD(       ) 3
 GZ2949  NAD 27      -  37 05 41.16700(N)    084 19 23.39400(W) AD(       ) 3
 GZ2949
 GZ2949.Superseded values are not recommended for survey control.
 GZ2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2949.See file dsdata.txt to determine how the superseded data were derived.
 GZ2949
 GZ2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3790808748(NAD 83)
 GZ2949_MARKER: DS = TRIANGULATION STATION DISK
 GZ2949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2949
 GZ2949  HISTORY     - Date     Condition        Report By
 GZ2949  HISTORY     - 1950     MONUMENTED       CGS
 GZ2949
 GZ2949                          STATION DESCRIPTION
 GZ2949
 GZ2949'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2949'THE STATION IS LOCATED ABOUT 15 MILES EAST OF SOMERSET AND 13 MILES
 GZ2949'SOUTHWEST OF LONDON ON PROPERTY OF MR. JOHN B.  TURNER.  IT IS
 GZ2949'16 FEET WEST OF THE CENTER OF A DIRT ROAD, 13 FEET NORTH OF A 18 INCH
 GZ2949'OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND 6 FEET WEST
 GZ2949'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GZ2949'DISK IS STAMPED ANO 1950.
 GZ2949'
 GZ2949'REFERENCE MARK NO. 1 IS 24 FEET SOUTHEAST OF THE BLAZED OAK TREE AND
 GZ2949'10 FEET WEST OF THE CENTER OF THE DIRT ROAD.  THE MARK IS FLUSH
 GZ2949'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ANO NO 1 1950.
 GZ2949'
 GZ2949'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE BLAZED OAK TREE AND 16
 GZ2949'FEET SOUTH OF A RAIL FENCE.  THE MARK IS FLUSH WITH THE
 GZ2949'SURFACE OF THE GROUND AND THE DISK IS STAMPED ANO NO 2 1950.
 GZ2949'
 GZ2949'AZIMUTH MARK IS 27 FEET NORTH OF THE CENTER OF A DIRT ROAD, 21 FEET
 GZ2949'SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 2 FEET WEST OF A
 GZ2949'WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 GZ2949'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ANO 1950.
 GZ2949'
 GZ2949'TO REACH THE STATION FROM THE EAST SIDE OF THE TRAFFIC CIRCLE IN
 GZ2949'SOMERSET, GO EAST ON STATE HIGHWAY 80 FOR 15.7 MILES TO A GRAVEL T
 GZ2949'ROAD RIGHT, TURN RIGHT UP HILL AND FOLLOW GRAVEL ROAD FOR 1.1 MILES
 GZ2949'TO A REVERSE FORK ABOUT 100 YARDS
 GZ2949'BEFORE REACHING THE ACORN POST OFFICE, TURN LEFT ON GRAVEL ROAD FOR
 GZ2949'2.25 MILES TO A FORK, KEEP RIGHT FORK AND CONTINUE ON GRAVEL ROAD
 GZ2949'FOR 0.7 MILES TO ANOTHER FORK AND A HOUSE ON THE LEFT, TAKE RIGHT
 GZ2949'FORK FOR 0.25 MILE TO A SIDE ROAD RIGHT AT A CREEK AND ABOUT
 GZ2949'0.15 MILE BEFORE REACHING THE STORE AT ANO, TURN RIGHT ON DIRT
 GZ2949'ROAD FOR 2.2 MILES TO HOME OF MR. OTTIS CHANEY ON THE LEFT AND
 GZ2949'AZIMUTH MARK ON THE LEFT NEAR HIS BARN AS DESCRIBED,
 GZ2949'CONTINUE ON DIRT ROAD FOR 0.4 MILE TO TOP OF HILL AND STATION ON THE
 GZ2949'RIGHT IN THE NORTHEAST CORNER OF A WOODS.
 GZ2949'
 GZ2949'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2324 ***********************************************************************
 HY2324  DESIGNATION -  ANTENNA
 HY2324  PID         -  HY2324
 HY2324  STATE/COUNTY-  KY/GREENUP
 HY2324  USGS QUAD   -  LOAD (1978)
 HY2324
 HY2324                         *CURRENT SURVEY CONTROL
 HY2324  ___________________________________________________________________
 HY2324* NAD 83(1993)-  38 33 42.82825(N)    082 57 51.55025(W)     ADJUSTED  
 HY2324* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 HY2324  ___________________________________________________________________
 HY2324  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 HY2324  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HY2324
 HY2324  HORZ ORDER  -  THIRD
 HY2324
 HY2324.The horizontal coordinates were established by classical geodetic methods
 HY2324.and adjusted by the National Geodetic Survey in April 1998..
 HY2324
 HY2324.The orthometric height was scaled from a topographic map.
 HY2324
 HY2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2324
 HY2324.The geoid height was determined by GEOID03.
 HY2324
 HY2324;                    North         East     Units Scale Factor Converg.
 HY2324;SPC KY1Z     - 1,250,961.737 1,742,752.739   MT  0.99997643   +1 42 37.1
 HY2324;SPC KY1Z     - 4,104,196.97  5,717,681.28   sFT  0.99997643   +1 42 37.1
 HY2324;SPC KY N     -   118,650.075   612,049.685   MT  0.99996344   +0 47 59.2
 HY2324;SPC KY N     -   389,271.12  2,008,033.01   sFT  0.99996344   +0 47 59.2
 HY2324;UTM  17      - 4,269,990.811   328,854.647   MT  0.99996072   -1 13 29.2
 HY2324
 HY2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2324!SPC KY1Z     -   0.99996358  x   0.99997643  =   0.99994001
 HY2324!SPC KY N     -   0.99996358  x   0.99996344  =   0.99992702
 HY2324!UTM  17      -   0.99996358  x   0.99996072  =   0.99992430
 HY2324
 HY2324|---------------------------------------------------------------------|
 HY2324| PID    Reference Object                     Distance      Geod. Az  |
 HY2324|                                                           dddmmss.s |
 HY2324| DB8641 ANTENNA RM 1                         26.865 METERS 01702     |
 HY2324| HY2325 TENNESSEE GAS TRANS KIC MAST         27.545 METERS 01744     |
 HY2324| DB8642 ANTENNA RM 2                         25.177 METERS 01919     |
 HY2324| DB8640 ANTENNA AZ MK                                      0624115.6 |
 HY2324|---------------------------------------------------------------------|
 HY2324
 HY2324                          SUPERSEDED SURVEY CONTROL
 HY2324
 HY2324  NAD 83(1993)-  38 33 42.82857(N)    082 57 51.55168(W) AD(       ) 3
 HY2324  NAD 83(1986)-  38 33 42.83533(N)    082 57 51.55415(W) AD(       ) 3
 HY2324  NAD 27      -  38 33 42.55200(N)    082 57 51.93600(W) AD(       ) 3
 HY2324
 HY2324.Superseded values are not recommended for survey control.
 HY2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2324.See file dsdata.txt to determine how the superseded data were derived.
 HY2324
 HY2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC2885569991(NAD 83)
 HY2324_MARKER: DS = TRIANGULATION STATION DISK
 HY2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2324
 HY2324  HISTORY     - Date     Condition        Report By
 HY2324  HISTORY     - 1953     MONUMENTED       CGS
 HY2324  HISTORY     - 1959     GOOD             THOMAS
 HY2324
 HY2324                          STATION DESCRIPTION
 HY2324
 HY2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2324'STATION IS LOCATED ABOUT 11-1/2 MILES SOUTHEAST OF SOUTH PORTSMOUTH
 HY2324'AT THE TENNESSEE GAS TRANSMISSION CO. ANTENNA AND IS ON PROPERTY
 HY2324'OWNED BY THE TENNESSEE GAS TRANSMISSION CO.  IT IS 69 FEET SOUTH OF
 HY2324'THE SOUTHWEST CORNER OF A SMALL TIN BUILDING, 45 FEET SOUTH OF THE
 HY2324'CENTER OF A DIRT ROAD AND 8 FEET NORTH OF A WHITE WITNESS POST.  THE
 HY2324'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ANTENNA 1953.
 HY2324'
 HY2324'REFERENCE MARK NO.1 IS 41 FEET NORTHEAST OF THE CENTER OF THE DIRT
 HY2324'ROAD AND 10 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE SMALL TIN
 HY2324'BUILDING.  THE DISK IS FLUSH IN A DRILL HOLE IN THE CONCRETE BASE OF
 HY2324'THE MAST AND IS STAMPED ANTENNA NO 1 1953.
 HY2324'
 HY2324'REFERENCE MARK NO.2 IS 28 FEET EAST OF A FENCE LINE.  THE MARK
 HY2324'PROJECTS 4 INCHES AND THE DISK IS STAMPED ANTENNA NO 2 1953.
 HY2324'
 HY2324'AZIMUTH MARK IS 20 FEET WEST OF THE CENTER OF STATE HIGHWAY 7 AND 2
 HY2324'FEET SOUTH OF A WHITE WITNESS POST AND A TELEPHONE POLE.  THE MARK
 HY2324'PROJECTS 4 INCHES AND THE DISK IS STAMPED ANTENNA 1953.
 HY2324'
 HY2324'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 HY2324'HIGHWAY 10 AT THE SOUTH END OF THE BRIDGE OVER THE OHIO RIVER IN
 HY2324'SOUTH PORTSMOUTH, GO EAST ON HIGHWAY 23 FOR 1.85 MILES TO THE
 HY2324'JUNCTION WITH STATE HIGHWAY 7, KEEP RIGHT ON HIGHWAY 7 FOR 13.6
 HY2324'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH
 HY2324'ON HIGHWAY 7 FOR 0.5 MILE TO THE MAIN ENTRANCE TO THE TENNESSEE GAS
 HY2324'TRANSMISSION CO. ON THE RIGHT, TURN RIGHT PASSING OFFICE ON THE LEFT
 HY2324'TO A SIDE ROAD LEFT JUST BEFORE REACHING BRIDGE, TURN LEFT AND GO
 HY2324'SOUTHWEST ON GRAVEL ROAD FOR 0.65 MILE TO THE HILL AND THE TENNESSEE
 HY2324'GAS TRANSMISSION CO. ANTENNA AND THE STATION AS DESCRIBED.
 HY2324'
 HY2324'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HY2324
 HY2324                          STATION RECOVERY (1959)
 HY2324
 HY2324'RECOVERY NOTE BY THOMAS ENG AND SURV 1959
 HY2324'STATION, RM 1 AND RM 2 WERE FOUND UNDISTURBED.  AZIMUTH MARK NOT
 HY2324'SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1671 ***********************************************************************
 HA1671  DESIGNATION -  ANTHOSTON
 HA1671  PID         -  HA1671
 HA1671  STATE/COUNTY-  KY/HENDERSON
 HA1671  USGS QUAD   -  HENDERSON (1993)
 HA1671
 HA1671                         *CURRENT SURVEY CONTROL
 HA1671  ___________________________________________________________________
 HA1671* NAD 83(1993)-  37 45 47.51206(N)    087 32 33.15408(W)     ADJUSTED  
 HA1671* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 HA1671  ___________________________________________________________________
 HA1671  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 HA1671  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HA1671
 HA1671  HORZ ORDER  -  THIRD
 HA1671
 HA1671.The horizontal coordinates were established by classical geodetic methods
 HA1671.and adjusted by the National Geodetic Survey in December 1995..
 HA1671
 HA1671.The orthometric height was scaled from a topographic map.
 HA1671
 HA1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1671
 HA1671.The geoid height was determined by GEOID03.
 HA1671
 HA1671;                    North         East     Units Scale Factor Converg.
 HA1671;SPC KY1Z     - 1,160,206.487 1,342,076.052   MT  0.99990689   -1 06 02.0
 HA1671;SPC KY1Z     - 3,806,444.12  4,403,127.85   sFT  0.99990689   -1 06 02.0
 HA1671;SPC KY S     -   660,180.032   342,065.315   MT  0.99997337   -1 05 13.6
 HA1671;SPC KY S     - 2,165,940.65  1,122,259.29   sFT  0.99997337   -1 05 13.6
 HA1671;UTM  16      - 4,179,680.411   452,213.250   MT  0.99962813   -0 19 56.1
 HA1671
 HA1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1671!SPC KY1Z     -   0.99998300  x   0.99990689  =   0.99988989
 HA1671!SPC KY S     -   0.99998300  x   0.99997337  =   0.99995637
 HA1671!UTM  16      -   0.99998300  x   0.99962813  =   0.99961113
 HA1671
 HA1671|---------------------------------------------------------------------|
 HA1671| PID    Reference Object                     Distance      Geod. Az  |
 HA1671|                                                           dddmmss.s |
 HA1671| CG7052 ANTHOSTON RM 1                       26.936 METERS 05233     |
 HA1671| CG7051 ANTHOSTON AZ MK                                    1421433.9 |
 HA1671| CG7053 ANTHOSTON RM 2                       31.750 METERS 14424     |
 HA1671| HA1685 HENDERSON SPENCER CHEM CO TANK      APPROX.10.7 KM 2984613.4 |
 HA1671| HA1687 LOCK AND DAM 48 WATER TANK          APPROX.14.2 KM 3050221.7 |
 HA1671|---------------------------------------------------------------------|
 HA1671
 HA1671                          SUPERSEDED SURVEY CONTROL
 HA1671
 HA1671  NAD 83(1986)-  37 45 47.51866(N)    087 32 33.15828(W) AD(       ) 3
 HA1671  NAD 27      -  37 45 47.36991(N)    087 32 33.12847(W) AD(       ) 3
 HA1671
 HA1671.Superseded values are not recommended for survey control.
 HA1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1671.See file dsdata.txt to determine how the superseded data were derived.
 HA1671
 HA1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG5221379680(NAD 83)
 HA1671_MARKER: DS = TRIANGULATION STATION DISK
 HA1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1671_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1671
 HA1671  HISTORY     - Date     Condition        Report By
 HA1671  HISTORY     - 1962     MONUMENTED       CGS
 HA1671
 HA1671                          STATION DESCRIPTION
 HA1671
 HA1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1671'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF ANTHOSTON, 0.05 MILE
 HA1671'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY
 HA1671'136, ABOUT 6 MILES SOUTHEAST OF HENDERSON AND ON THE PROPERTY OF MR.
 HA1671'W.L. DUNCAN. IT IS 51 FEET NORTH OF A 12 INCH MAPLE TREE, 52 FEET
 HA1671'WEST OF THE CENTERLINE OF A PAVED ROAD, 82 FEET NORTHEAST OF THE
 HA1671'NORTHEAST CORNER OF A FRAME HOUSE, 90 FEET SOUTHWEST OF A WITNESS
 HA1671'POST AND 105 FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 HA1671'BUILDING. THE MONUMENT IS 14 INCHES UNDERGROUND AND THE DISK IS
 HA1671'STAMPED ANTHOSTON 1962.
 HA1671'
 HA1671'TO REACH THE AZIMUTH FROM THE STATION GO SOUTHEAST ON THE OLD PAVED
 HA1671'ROAD FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 HA1671'HIGHWAY 136. CONTINUE SOUTHEAST ON STATE HIGHWAY 136 FOR 0.25 MILE TO
 HA1671'THE ANTHOSTON LUMBER COMPANY DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO
 HA1671'WEST ON THE DRIVEWAY FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT ON
 HA1671'THE PROPERTY OF MR. A.M. WILSON.
 HA1671'
 HA1671'REFERENCE MARK 1 IS 2 FEET SOUTHWEST OF A WITNESS POST, 17 FEET
 HA1671'NORTHEAST OF A WIRE FENCE AND 37 FEET NORTHEAST OF THE CENTERLINE
 HA1671'OF THE PAVED ROAD. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HA1671'ANTHOSTON NO. 1 1962.
 HA1671'
 HA1671'REFERENCE MARK 2 IS 6 INCHES NORTHEAST OF THE NORTHEAST CORNER OF THE
 HA1671'BLOCK BUILDING, 50 FEET SOUTHWEST OF THE INTERSECTION OF
 HA1671'THE PAVED STREET AND A DRIVEWAY WEST AND 14 FEET NORTHEAST OF THE
 HA1671'CENTERLINE OF A DRIVEWAY INTO THE BLOCK BUILDING. THE MONUMENT
 HA1671'IS FLUSH AND THE DISK IS STAMPED ANTHOSTON NO. 2 1962.
 HA1671'
 HA1671'THE AZIMUTH MARK IS 24 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 HA1671'FRAME BUILDING AND A WITNESS POST, 7 FEET SOUTH OF THE CENTERLINE
 HA1671'OF A DIM ROAD AND 20 FEET SOUTHWEST OF A WATER HYDRANT. THE MONUMENT
 HA1671'PROJECTS 1 INCH AND THE DISK IS STAMPED ANTHOSTON 1962.
 HA1671'
 HA1671'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1607 ***********************************************************************
 HA1607  DESIGNATION -  ANTON
 HA1607  PID         -  HA1607
 HA1607  STATE/COUNTY-  KY/HOPKINS
 HA1607  USGS QUAD   -  MADISONVILLE EAST (1978)
 HA1607
 HA1607                         *CURRENT SURVEY CONTROL
 HA1607  ___________________________________________________________________
 HA1607* NAD 83(1993)-  37 21 01.77753(N)    087 24 34.73337(W)     ADJUSTED  
 HA1607* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 HA1607  ___________________________________________________________________
 HA1607  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 HA1607  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 HA1607
 HA1607  HORZ ORDER  -  THIRD
 HA1607
 HA1607.The horizontal coordinates were established by classical geodetic methods
 HA1607.and adjusted by the National Geodetic Survey in December 1995..
 HA1607
 HA1607.The orthometric height was scaled from a topographic map.
 HA1607
 HA1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1607
 HA1607.The geoid height was determined by GEOID03.
 HA1607
 HA1607;                    North         East     Units Scale Factor Converg.
 HA1607;SPC KY1Z     - 1,114,195.480 1,352,968.352   MT  0.99994679   -1 01 08.3
 HA1607;SPC KY1Z     - 3,655,489.67  4,438,863.67   sFT  0.99994679   -1 01 08.3
 HA1607;SPC KY S     -   614,169.990   352,968.363   MT  0.99994544   -1 00 23.5
 HA1607;SPC KY S     - 2,014,989.38  1,158,030.37   sFT  0.99994544   -1 00 23.5
 HA1607;UTM  16      - 4,133,833.622   463,719.018   MT  0.99961621   -0 14 54.7
 HA1607
 HA1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1607!SPC KY1Z     -   0.99998215  x   0.99994679  =   0.99992894
 HA1607!SPC KY S     -   0.99998215  x   0.99994544  =   0.99992759
 HA1607!UTM  16      -   0.99998215  x   0.99961621  =   0.99959837
 HA1607
 HA1607:                Primary Azimuth Mark                     Grid Az
 HA1607:SPC KY1Z     -  ANTON AZ MK                              166 45 26.7
 HA1607:SPC KY S     -  ANTON AZ MK                              166 44 41.9
 HA1607:UTM  16      -  ANTON AZ MK                              165 59 13.1
 HA1607
 HA1607|---------------------------------------------------------------------|
 HA1607| PID    Reference Object                     Distance      Geod. Az  |
 HA1607|                                                           dddmmss.s |
 HA1607| CG7054 ANTON AZ MK                                        1654418.4 |
 HA1607| HA1614 WHITE CITY                          APPROX.10.6 KM 1764938.6 |
 HA1607| HA1609 MADISONVILLE ALUMINUM TANK          APPROX. 7.8 KM 2472610.7 |
 HA1607| HA1622 MADISONVILLE W MUNICIPAL TANK       APPROX. 8.8 KM 2491406.2 |
 HA1607| CG7055 ANTON RM 1                            5.508 METERS 28114     |
 HA1607| CG7056 ANTON RM 2                            8.965 METERS 35724     |
 HA1607|---------------------------------------------------------------------|
 HA1607
 HA1607                          SUPERSEDED SURVEY CONTROL
 HA1607
 HA1607  NAD 83(1986)-  37 21 01.78707(N)    087 24 34.73724(W) AD(       ) 3
 HA1607  NAD 27      -  37 21 01.62300(N)    087 24 34.75200(W) AD(       ) 3
 HA1607
 HA1607.Superseded values are not recommended for survey control.
 HA1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1607.See file dsdata.txt to determine how the superseded data were derived.
 HA1607
 HA1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG6371933834(NAD 83)
 HA1607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1607+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2003
 HA1607
 HA1607  HISTORY     - Date     Condition        Report By
 HA1607  HISTORY     - 1952     MONUMENTED       CGS
 HA1607  HISTORY     - 1975     GOOD             NGS
 HA1607  HISTORY     - 20030128 GOOD             PENRIL
 HA1607
 HA1607                          STATION DESCRIPTION
 HA1607
 HA1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HA1607'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 HA1607'AZIMUTH MARK WAS NOT FOUND AND POSSIBLY COULD BE DESTROYED BY
 HA1607'UTILITY WORK.  NO OBJECT VISIBLE AT THE TIME THE STATION WAS VISITED
 HA1607'FROM WHICH A NEW AZIMUTH MARK COULD BE SET.  THE DESCRIPTION IS
 HA1607'GOOD WITH THE FOLLOWING.
 HA1607'
 HA1607'THE STATION MARK IS 117 FEET NORTHEAST OF THE CENTERLINE OF A
 HA1607'DRIVEWAY, 34 FEET WEST OF THE CENTERLINE OF A PAVED ROAD AND 29 FEET
 HA1607'SOUTH OF A METAL WITNESS POST.
 HA1607'
 HA1607'REFERENCE MARK 1 IS 51 FEET WEST OF THE CENTERLINE OF THE ROAD AND
 HA1607'111 FEET NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY.
 HA1607'
 HA1607'REFERENCE MARK 2 IS 1 FOOT NORTHEAST OF A METAL WITNESS POST, 51
 HA1607'FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF THE
 HA1607'NORTHEAST CORNER OF BARN AND 141 FEET EAST OF THE CENTERLINE OF THE
 HA1607'DRIVEWAY.
 HA1607'
 HA1607'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 HA1607'EAST OF MADISONVILLE.
 HA1607
 HA1607                          STATION RECOVERY (2003)
 HA1607
 HA1607'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2003 (RL)
 HA1607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3335 ***********************************************************************
 GY3335  DESIGNATION -  ANVIL MTN
 GY3335  PID         -  GY3335
 GY3335  STATE/COUNTY-  KY/LEE
 GY3335  USGS QUAD   -  TALLEGA (1976)
 GY3335
 GY3335                         *CURRENT SURVEY CONTROL
 GY3335  ___________________________________________________________________
 GY3335* NAD 83(1993)-  37 36 08.26454(N)    083 33 22.81371(W)     ADJUSTED  
 GY3335* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 GY3335  ___________________________________________________________________
 GY3335  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 GY3335  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GY3335
 GY3335  HORZ ORDER  -  SECOND
 GY3335
 GY3335.The horizontal coordinates were established by classical geodetic methods
 GY3335.and adjusted by the National Geodetic Survey in December 1995..
 GY3335
 GY3335.The orthometric height was scaled from a topographic map.
 GY3335
 GY3335.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3335
 GY3335.The geoid height was determined by GEOID03.
 GY3335
 GY3335;                    North         East     Units Scale Factor Converg.
 GY3335;SPC KY1Z     - 1,143,109.144 1,693,676.636   MT  0.99991633   +1 20 48.6
 GY3335;SPC KY1Z     - 3,750,350.58  5,556,670.76   sFT  0.99991633   +1 20 48.6
 GY3335;SPC KY S     -   643,072.452   693,684.815   MT  0.99995632   +1 19 49.3
 GY3335;SPC KY S     - 2,109,813.54  2,275,864.26   sFT  0.99995632   +1 19 49.3
 GY3335;UTM  17      - 4,164,763.310   274,334.478   MT  1.00022731   -1 33 37.7
 GY3335
 GY3335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3335!SPC KY1Z     -   0.99994934  x   0.99991633  =   0.99986568
 GY3335!SPC KY S     -   0.99994934  x   0.99995632  =   0.99990567
 GY3335!UTM  17      -   0.99994934  x   1.00022731  =   1.00017664
 GY3335
 GY3335:                Primary Azimuth Mark                     Grid Az
 GY3335:SPC KY1Z     -  ANVIL MTN AZ MK                          071 42 08.7
 GY3335:SPC KY S     -  ANVIL MTN AZ MK                          071 43 08.0
 GY3335:UTM  17      -  ANVIL MTN AZ MK                          074 36 35.0
 GY3335
 GY3335|---------------------------------------------------------------------|
 GY3335| PID    Reference Object                     Distance      Geod. Az  |
 GY3335|                                                           dddmmss.s |
 GY3335| DB8643 ANVIL MTN AZ MK                                    0730257.3 |
 GY3335| DB8644 ANVIL MTN RM 1                        5.999 METERS 10054     |
 GY3335| DB8645 ANVIL MTN RM 2                        8.916 METERS 19559     |
 GY3335|---------------------------------------------------------------------|
 GY3335
 GY3335                          SUPERSEDED SURVEY CONTROL
 GY3335
 GY3335  NAD 83(1986)-  37 36 08.27127(N)    083 33 22.81982(W) AD(       ) 2
 GY3335  NAD 27      -  37 36 07.96900(N)    083 33 23.15700(W) AD(       ) 2
 GY3335
 GY3335.Superseded values are not recommended for survey control.
 GY3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3335.See file dsdata.txt to determine how the superseded data were derived.
 GY3335
 GY3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB7433464763(NAD 83)
 GY3335_MARKER: DS = TRIANGULATION STATION DISK
 GY3335_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3335_SP_SET: PREFABRICATED CONCRETE POST
 GY3335
 GY3335  HISTORY     - Date     Condition        Report By
 GY3335  HISTORY     - 1951     MONUMENTED       CGS
 GY3335
 GY3335                          STATION DESCRIPTION
 GY3335
 GY3335'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GY3335'STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF BOONEVILLE AND 9 MILES
 GY3335'NORTHEAST OF BEATTYVILLE ON THE HIGHEST POINT OF A PROMINENT CONICAL
 GY3335'KNOB LOCALLY KNOWN AS ANVIL MOUNTAIN AND ON LAND OWNED BY MR. VIRGIL
 GY3335'BOWMAN.  IT IS ABOUT 0.3 MILE WEST OF THE BOWMAN FARM HOUSE, 14
 GY3335'FEET NORTHEAST OF A TRIANGULAR BLAZED 20 INCH OAK TREE, 7 FEET EAST
 GY3335'OF FENCE LINE AND 5 FEET EAST OF WHITE WITNESS POST.  THE MARK IS A
 GY3335'6 INCH CAST IRON PIPE FILLED WITH CONCRETE PROJECTING ABOUT 4 INCHES
 GY3335'AND THE DISK STAMPED ANVIL MTN 1951.
 GY3335'
 GY3335'REFERENCE MARK NO. 1 IS SET IN THE BEDROCK LEDGE ON THE EAST SLOPE OF
 GY3335'THE KNOLL AND ABOUT 4 FEET LOWER IN ELEVATION THAN STATION MARK.  THE
 GY3335'DISK IS SET IN CONCRETE IN A DRILL HOLE FLUSH WITH THE ROCK SURFACE
 GY3335'AND STAMPED ANVIL MTN NO 1 1951.
 GY3335'
 GY3335'REFERENCE MARK NO. 2 IS SET IN THE BEDROCK LEDGE ON THE S SLOPE OF
 GY3335'THE KNOLL AND ABOUT 5 FEET LOWER IN ELEVATION THAN STATION MARK.
 GY3335'THE DISK IS SET IN CONCRETE IN A DRILL HOLE FLUSH WITH THE ROCK
 GY3335'SURFACE AND STAMPED ANVIL MTN NO 2 1951.
 GY3335'
 GY3335'THE AZIMUTH MARK IS SET IN THE NORTHWEST CORNER OF GARDEN ABOUT 0.05
 GY3335'MILE NORTH OF THE BOWMAN FARM HOUSE, 70 FEET SOUTHWEST OF
 GY3335'T-ROAD INTERSECTION, 23 FEET SOUTH OF THE CENTER OF GRAVELED ROAD AND
 GY3335'7 FEET NORTHWEST OF WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 GY3335'4 INCHES AND THE DISK STAMPED ANVIL MTN 1951.
 GY3335'
 GY3335'TO REACH THE STATION FROM THE COURTHOUSE IN BEATTYVILLE, GO EAST,
 GY3335'SOUTH AND EAST ON STATE HIGHWAY NO. 52 FOR 4.7 MILES TO SIDE ROAD
 GY3335'LEFT JUST AFTER CROSSING CONCRETE BRIDGE, TURN LEFT ON GRAVELED ROAD
 GY3335'FOR 0.6 MILE THROUGH THE VILLAGE OF ST HELENS TO ROAD FORK JUST AFTER
 GY3335'PASSING SCHOOL HOUSE ON RIGHT, BEAR RIGHT FOR 2.75 MILES TO T-ROAD
 GY3335'INTERSECTION LEFT, TURN LEFT FOR 0.25 MILE TO ROAD FORK, BEAR
 GY3335'RIGHT PASSING STORE IN VILLAGE OF PRIMROSE FOR 0.55 MILE TO ROAD
 GY3335'FORK, BEAR LEFT ON GRAVELED ROAD FOR 1.65 MILES TO T-ROAD
 GY3335'INTERSECTION RIGHT, TURN RIGHT FOR 2.0 MILES TO SIDE ROAD LEFT,
 GY3335'CONTINUE STRAIGHT AHEAD PASSING FRAME BUILDING ON THE RIGHT FOR 2.15
 GY3335'MILES TO T-ROAD LEFT, TURN LEFT FOR 0.75 MILE TO FRAME HOUSE ON RIGHT
 GY3335'AND AZIMUTH MARK JUST NORTH AS DESCRIBED.  FROM THIS POINT STATION IS
 GY3335'ABOUT 0.3 MILE DUE WEST ON HIGHEST POINT, GO SOUTHWEST ON GRAVELED
 GY3335'ROAD FOR 0.15 MILE TO LARGE BARN IN DRAW ON RIGHT AND END OF TRUCK
 GY3335'TRAVEL.  PACK WEST UP HILL FOR ABOUT 0.15 MILE TO HIGHEST POINT AND
 GY3335'STATION AS DESCRIBED.  (PACK WILL REQUIRE ABOUT 15 MINUTES).
 GY3335'
 GY3335'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0385 ***********************************************************************
 HZ0385  DESIGNATION -  AP 1960 STA A
 HZ0385  PID         -  HZ0385
 HZ0385  STATE/COUNTY-  KY/FRANKLIN
 HZ0385  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0385
 HZ0385                         *CURRENT SURVEY CONTROL
 HZ0385  ___________________________________________________________________
 HZ0385* NAD 83(1986)-  38 10 48.     (N)    084 54 39.     (W)     SCALED    
 HZ0385* NAVD 88     -       243.181  (meters)     797.84   (feet)  ADJUSTED  
 HZ0385  ___________________________________________________________________
 HZ0385  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0385  DYNAMIC HT  -         243.008 (meters)     797.27  (feet)  COMP
 HZ0385  MODELED GRAV-     979,911.5   (mgal)                       NAVD 88
 HZ0385
 HZ0385  VERT ORDER  -  SECOND    CLASS 0
 HZ0385
 HZ0385.This mark is at Capital City Airport (FFT)
 HZ0385
 HZ0385.The horizontal coordinates were scaled from a topographic map and have
 HZ0385.an estimated accuracy of +/- 6 seconds.
 HZ0385
 HZ0385.The orthometric height was determined by differential leveling
 HZ0385.and adjusted by the National Geodetic Survey in June 1991..
 HZ0385
 HZ0385.The geoid height was determined by GEOID03.
 HZ0385
 HZ0385.The dynamic height is computed by dividing the NAVD 88
 HZ0385.geopotential number by the normal gravity value computed on the
 HZ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0385.degrees latitude (g = 980.6199 gals.).
 HZ0385
 HZ0385.The modeled gravity was interpolated from observed gravity values.
 HZ0385
 HZ0385;                    North         East    Units  Estimated Accuracy
 HZ0385;SPC KY1Z     - 1,205,280.    1,573,520.      MT  (+/- 180 meters Scaled)
 HZ0385
 HZ0385                          SUPERSEDED SURVEY CONTROL
 HZ0385
 HZ0385  NGVD 29 (??/??/92)  243.353  (m)          798.40   (f) ADJ UNCH    2 0
 HZ0385
 HZ0385.Superseded values are not recommended for survey control.
 HZ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0385.See file dsdata.txt to determine how the superseded data were derived.
 HZ0385
 HZ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH829278(NAD 83)
 HZ0385_MARKER: DB = BENCH MARK DISK
 HZ0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0385_SP_SET: MONUMENT
 HZ0385_STAMPING: AP 1960 STA A
 HZ0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0385
 HZ0385  HISTORY     - Date     Condition        Report By
 HZ0385  HISTORY     - 1960     MONUMENTED       CGS
 HZ0385  HISTORY     - 1970     GOOD             NGS
 HZ0385
 HZ0385                          STATION DESCRIPTION
 HZ0385
 HZ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HZ0385'2.1 MI SW FROM FRANKFORT.
 HZ0385'AT THE EXACT NORTHWEST CORNER OF THE SOUTHWEST END OF THE RUNWAY
 HZ0385'AT THE CAPITAL CITY AIRPORT, AND FLUSH WITH RUNWAY SURFACE.
 HZ0385'THE ELEVATION ESTABLISHED FOR THIS MARK IS AT THE EXACT CENTER
 HZ0385'OF THE SLOPING DISK.
 HZ0385
 HZ0385                          STATION RECOVERY (1970)
 HZ0385
 HZ0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HZ0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0382 ***********************************************************************
 HZ0382  DESIGNATION -  AP 1960 STA B
 HZ0382  PID         -  HZ0382
 HZ0382  STATE/COUNTY-  KY/FRANKLIN
 HZ0382  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0382
 HZ0382                         *CURRENT SURVEY CONTROL
 HZ0382  ___________________________________________________________________
 HZ0382* NAD 83(1986)-  38 11 08.     (N)    084 53 48.     (W)     SCALED    
 HZ0382* NAVD 88     -       239.11   (+/-2cm)     784.5    (feet)  VERTCON   
 HZ0382  ___________________________________________________________________
 HZ0382  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HZ0382
 HZ0382  VERT ORDER  -  ? (See Below)
 HZ0382
 HZ0382.This mark is at Capital City Airport (FFT)
 HZ0382
 HZ0382.The horizontal coordinates were scaled from a topographic map and have
 HZ0382.an estimated accuracy of +/- 6 seconds.
 HZ0382
 HZ0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0382.The vertical order pertains to the NGVD 29 superseded value.
 HZ0382
 HZ0382.The geoid height was determined by GEOID03.
 HZ0382
 HZ0382;                    North         East    Units  Estimated Accuracy
 HZ0382;SPC KY1Z     - 1,205,910.    1,574,750.      MT  (+/- 180 meters Scaled)
 HZ0382
 HZ0382                          SUPERSEDED SURVEY CONTROL
 HZ0382
 HZ0382  NGVD 29 (??/??/92)  239.285  (m)          785.05   (f) ADJ UNCH    ?  
 HZ0382
 HZ0382.Superseded values are not recommended for survey control.
 HZ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0382.See file dsdata.txt to determine how the superseded data were derived.
 HZ0382
 HZ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH842284(NAD 83)
 HZ0382_MARKER: DT = TOPOGRAPHIC STATION DISK
 HZ0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0382_SP_SET: MONUMENT
 HZ0382_STAMPING: AP 1960 STA B
 HZ0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0382
 HZ0382  HISTORY     - Date     Condition        Report By
 HZ0382  HISTORY     - 1960     MONUMENTED       CGS
 HZ0382  HISTORY     - 1970     MARK NOT FOUND   NGS
 HZ0382
 HZ0382                          STATION DESCRIPTION
 HZ0382
 HZ0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HZ0382'1.1 MI SW FROM FRANKFORT.
 HZ0382'AT THE EXACT NORTHEAST CORNER OF THE NORTHEAST END OF THE RUNWAY
 HZ0382'AT THE CAPITAL CITY AIRPORT, AND FLUSH WITH THE RUNWAY SURFACE.
 HZ0382'THE ELEVATION ESTABLISHED FOR THIS MARK IS AT THE EXACT CENTER
 HZ0382'OF THE SLOPING DISK.
 HZ0382
 HZ0382                          STATION RECOVERY (1970)
 HZ0382
 HZ0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HZ0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1323 ***********************************************************************
 HA1323  DESIGNATION -  ARCH
 HA1323  PID         -  HA1323
 HA1323  STATE/COUNTY-  KY/HARDIN
 HA1323  USGS QUAD   -  CONSTANTINE (1991)
 HA1323
 HA1323                         *CURRENT SURVEY CONTROL
 HA1323  ___________________________________________________________________
 HA1323* NAD 83(1993)-  37 43 28.71909(N)    086 10 23.56149(W)     ADJUSTED  
 HA1323* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 HA1323  ___________________________________________________________________
 HA1323  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 HA1323  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HA1323
 HA1323  HORZ ORDER  -  SECOND
 HA1323
 HA1323.The horizontal coordinates were established by classical geodetic methods
 HA1323.and adjusted by the National Geodetic Survey in December 1995..
 HA1323
 HA1323.The orthometric height was scaled from a topographic map.
 HA1323
 HA1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1323
 HA1323.The geoid height was determined by GEOID03.
 HA1323
 HA1323;                    North         East     Units Scale Factor Converg.
 HA1323;SPC KY1Z     - 1,154,495.581 1,462,693.277   MT  0.99990843   -0 15 35.4
 HA1323;SPC KY1Z     - 3,787,707.59  4,798,852.86   sFT  0.99990843   -0 15 35.4
 HA1323;SPC KY S     -   654,486.250   462,691.030   MT  0.99996857   -0 15 24.0
 HA1323;SPC KY S     - 2,147,260.31  1,518,012.15   sFT  0.99996857   -0 15 24.0
 HA1323;UTM  16      - 4,175,586.108   572,861.040   MT  0.99966539   +0 30 21.3
 HA1323
 HA1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1323!SPC KY1Z     -   0.99996223  x   0.99990843  =   0.99987067
 HA1323!SPC KY S     -   0.99996223  x   0.99996857  =   0.99993080
 HA1323!UTM  16      -   0.99996223  x   0.99966539  =   0.99962763
 HA1323
 HA1323|---------------------------------------------------------------------|
 HA1323| PID    Reference Object                     Distance      Geod. Az  |
 HA1323|                                                           dddmmss.s |
 HA1323| CG7061 ARCH RM 1                            22.546 METERS 02954     |
 HA1323| CG7060 ARCH AZ MK                                         1961354.9 |
 HA1323| CG7062 ARCH RM 2                            24.271 METERS 30529     |
 HA1323|---------------------------------------------------------------------|
 HA1323
 HA1323                          SUPERSEDED SURVEY CONTROL
 HA1323
 HA1323  NAD 83(1986)-  37 43 28.72685(N)    086 10 23.56773(W) AD(       ) 2
 HA1323  NAD 27      -  37 43 28.50100(N)    086 10 23.67800(W) AD(       ) 2
 HA1323
 HA1323.Superseded values are not recommended for survey control.
 HA1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1323.See file dsdata.txt to determine how the superseded data were derived.
 HA1323
 HA1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7286175586(NAD 83)
 HA1323_MARKER: DS = TRIANGULATION STATION DISK
 HA1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1323
 HA1323  HISTORY     - Date     Condition        Report By
 HA1323  HISTORY     - 1950     MONUMENTED       CGS
 HA1323
 HA1323                          STATION DESCRIPTION
 HA1323
 HA1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1323'STATION IS LOCATED ABOUT 17 MILES SOUTHEAST OF HARDINSBURG AND 8
 HA1323'MILES NORTHEAST OF HUDSON.  IT IS 34 FEET WEST OF CENTER OF A
 HA1323'GRAVEL ROAD, 20 FEET WEST OF A WHITE WITNESS POST AND 9 FEET SOUTH OF
 HA1323'A FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HA1323'STAMPED ARCH 1950.
 HA1323'
 HA1323'REFERENCE MARK NO. 1 IS 16 FEET WEST OF CENTER OF GRAVEL ROAD AND 4
 HA1323'FEET EAST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 HA1323'DISK IS STAMPED ARCH NO 1 1950.
 HA1323'
 HA1323'REFERENCE MARK NO. 2 IS 9 FEET NORTH OF A FENCE LINE AND 1 FOOT EAST
 HA1323'OF THE SOUTHEAST CORNER OF SMALL BARN. THE MARK IS FLUSH WITH THE
 HA1323'GROUND AND THE DISK IS STAMPED ARCH NO 2 1950.
 HA1323'
 HA1323'PT 70 (USGS) BM IS 24 FEET EAST OF CENTER OF A GRAVEL ROAD AND 5 FEET
 HA1323'EAST OF A 24-INCH RED OAK TREE.  THE MARK IS AN 8 X 8 INCHES
 HA1323'SANDSTONE ROCK WHICH PROJECTS ABOUT 6 INCHES AND THE DISK IS A
 HA1323'STANDARD USGS BM DISK STAMPED PRIM TRAV STA NO 70 KY 1922 Y 837
 HA1323'(FEET ABOVE SEA LEVEL).
 HA1323'
 HA1323'AZIMUTH MARK IS 15 FEET EAST OF CENTER OF A GRAVEL ROAD AND 1 FOOT
 HA1323'NORTH OF A POWER LINE POLE, SET IN A FENCE LINE.  THE MARK
 HA1323'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ARCH 1950.
 HA1323'
 HA1323'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 401 AND 86 IN
 HA1323'THE SMALL VILLAGE OF DYER, WHICH IS ABOUT 5 MILES NORTHEAST OF
 HA1323'HUDSON, GO EAST ON HIGHWAY 86 FOR 2.65 MILE TO A GRAVEL CROSS ROAD,
 HA1323'TURN LEFT ON GRAVEL ROAD AND GO NORTH FOR 0.15 MILE TO PT 70 (USGS)
 HA1323'BM ON RIGHT AS DESCRIBED, CONTINUE AHEAD ON GRAVEL ROAD FOR 0.1 MILE
 HA1323'TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE AHEAD FOR 0.5
 HA1323'MILE TO THE STATION ON LEFT AS DESCRIBED.
 HA1323'
 HA1323'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0253 ***********************************************************************
 GZ0253  DESIGNATION -  ARP 2 LOZ
 GZ0253  PID         -  GZ0253
 GZ0253  STATE/COUNTY-  KY/LAUREL
 GZ0253  USGS QUAD   -  LILY (1970)
 GZ0253
 GZ0253                         *CURRENT SURVEY CONTROL
 GZ0253  ___________________________________________________________________
 GZ0253* NAD 83(1993)-  37 05 15.43687(N)    084 04 37.49721(W)     ADJUSTED  
 GZ0253* NAVD 88     -       362.918  (meters)    1190.67   (feet)  ADJUSTED  
 GZ0253  ___________________________________________________________________
 GZ0253  X           -     525,693.201 (meters)                     COMP
 GZ0253  Y           -  -5,067,204.694 (meters)                     COMP
 GZ0253  Z           -   3,825,355.347 (meters)                     COMP
 GZ0253  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 GZ0253  ELLIP HEIGHT-         332.76  (meters)          (09/11/97) GPS OBS
 GZ0253  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GZ0253  DYNAMIC HT  -         362.630 (meters)    1189.73  (feet)  COMP
 GZ0253  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 GZ0253
 GZ0253  HORZ ORDER  -  FIRST
 GZ0253  VERT ORDER  -  SECOND    CLASS 0
 GZ0253  ELLP ORDER  -  FOURTH    CLASS II
 GZ0253
 GZ0253.This mark is at London-Corbin Airport-Magee Field  (LOZ)
 GZ0253
 GZ0253.The horizontal coordinates were established by GPS observations
 GZ0253.and adjusted by the National Geodetic Survey in September 1994..
 GZ0253.No horizontal observational check was made to the station.
 GZ0253
 GZ0253.The orthometric height was determined by differential leveling
 GZ0253.and adjusted by the National Geodetic Survey in June 1991..
 GZ0253
 GZ0253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ0253
 GZ0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0253
 GZ0253.The ellipsoidal height was determined by GPS observations
 GZ0253.and is referenced to NAD 83.
 GZ0253
 GZ0253.The geoid height was determined by GEOID03.
 GZ0253
 GZ0253.The dynamic height is computed by dividing the NAVD 88
 GZ0253.geopotential number by the normal gravity value computed on the
 GZ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0253.degrees latitude (g = 980.6199 gals.).
 GZ0253
 GZ0253.The modeled gravity was interpolated from observed gravity values.
 GZ0253
 GZ0253;                    North         East     Units Scale Factor Converg.
 GZ0253;SPC KY1Z     - 1,085,047.959 1,648,730.017   MT  0.99999898   +1 01 37.6
 GZ0253;SPC KY1Z     - 3,559,861.51  5,409,208.40   sFT  0.99999898   +1 01 37.6
 GZ0253;SPC KY S     -   585,022.765   648,723.612   MT  0.99995461   +1 00 52.4
 GZ0253;SPC KY S     - 1,919,362.19  2,128,354.05   sFT  0.99995461   +1 00 52.4
 GZ0253;UTM  16      - 4,108,590.771   759,801.976   MT  1.00043157   +1 45 49.0
 GZ0253;UTM  17      - 4,109,023.949   226,491.608   MT  1.00052164   -1 51 24.3
 GZ0253
 GZ0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0253!SPC KY1Z     -   0.99994778  x   0.99999898  =   0.99994676
 GZ0253!SPC KY S     -   0.99994778  x   0.99995461  =   0.99990239
 GZ0253!UTM  16      -   0.99994778  x   1.00043157  =   1.00037933
 GZ0253!UTM  17      -   0.99994778  x   1.00052164  =   1.00046940
 GZ0253
 GZ0253                          SUPERSEDED SURVEY CONTROL
 GZ0253
 GZ0253  NAVD 88 (09/07/94)  362.92   (m)         1190.7    (f) LEVELING    3  
 GZ0253  NGVD 29 (??/??/92)  363.070  (m)         1191.17   (f) ADJ UNCH    2 0
 GZ0253
 GZ0253.Superseded values are not recommended for survey control.
 GZ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0253.See file dsdata.txt to determine how the superseded data were derived.
 GZ0253
 GZ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG5980208591(NAD 83)
 GZ0253_MARKER: DT = TOPOGRAPHIC STATION DISK
 GZ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0253_SP_SET: CONCRETE POST
 GZ0253_STAMPING: ARP 2 1970 LOZ
 GZ0253_MARK LOGO: CGS   
 GZ0253_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GZ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0253+STABILITY: SURFACE MOTION
 GZ0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ0253+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2001
 GZ0253
 GZ0253  HISTORY     - Date     Condition        Report By
 GZ0253  HISTORY     - 1970     MONUMENTED       CGS
 GZ0253  HISTORY     - 19821111 GOOD             NGS
 GZ0253  HISTORY     - 19940202 GOOD             NGS
 GZ0253  HISTORY     - 19960820 GOOD             NGS
 GZ0253  HISTORY     - 20010912 GOOD             KYDT
 GZ0253
 GZ0253                          STATION DESCRIPTION
 GZ0253
 GZ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 GZ0253'3.1 MI S FROM LONDON.
 GZ0253'LOCATED AT THE LONDON-CORBIN MUNICIPAL AIRPORT, ON THE NORTHWEST
 GZ0253'SIDE OF THE RUNWAY, ABOUT MIDWAY THE NORTHEAST AND SOUTHWEST ENDS,
 GZ0253'150.31 FEET SOUTHEAST OF A BRACED CORNER POST IN A FENCE LINE,
 GZ0253'147.57 FEET NORTHWEST OF THE FIFTH RUNWAY LIGHT AND 96.42 FEET NORTH
 GZ0253'OF THE SIXTH RUNWAY LIGHT WHICH IS SOUTHWEST OF THE TERMINAL RAMP
 GZ0253'AND 80.0 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY.  A
 GZ0253'TOPOGRAPHIC STATION DISK STAMPED ARP 2 1970 LOZ IN TOP OF
 GZ0253'A 10 INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 GZ0253'ABOVE GROUND.
 GZ0253
 GZ0253                          STATION RECOVERY (1982)
 GZ0253
 GZ0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GZ0253'THE STATION IS LOCATED ABOUT MIDWAY ON THE NORTHEAST SIDE OF THE
 GZ0253'RUNWAY.  IT IS 150.31 FEET (45.81 M) SOUTHEAST OF A BRACED CORNERPOST
 GZ0253'IN A FENCE, 147.57 FEET (44.98 M) NORTHWEST OF THE FIFTH RUNWAY LIGHT
 GZ0253'AND 96.42 FEET (29.39 M) NORTH OF THE SIXTH RUNWAY LIGHT SOUTHWEST OF
 GZ0253'THE TERMINAL RAMP AND 80 FEET (24.4 M) NORTHWEST OF THE NORTHWEST EDGE
 GZ0253'OF THE RUNWAY.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP
 GZ0253'2 1970 LOZ, SET IN THE TOP OF A ROUND CONCRETE POST, 10 INCHES IN
 GZ0253'DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 GZ0253
 GZ0253                          STATION RECOVERY (1994)
 GZ0253
 GZ0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GZ0253'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTH OF CORBIN, 1 MI
 GZ0253'(1.6 KM) SOUTH OF LONDON AND AT THE LONDON/CORBIN AIRPORT (MAGEE
 GZ0253'FIELD).  CONTACT DAVE DEATON, PHONE--606-878-9100.
 GZ0253'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 GZ0253'HIGHWAY 192 SOUTH OF LONDON, GO SOUTH ON HIGHWAY 192 FOR 1.15 MI
 GZ0253'(1.85 KM) TO AIRPORT ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON
 GZ0253'AIRPORT ROAD FOR 0.55 MI (0.89 KM) TO A T-JUNCTION, TURN RIGHT AND GO
 GZ0253'NORTH  FOR 0.1 MI (0.2 KM) TO THE AIRPORT OFFICE AND A GATE. PASS
 GZ0253'THROUGH GATE AND GO 0.2 MI (0.3 KM) TO TAXIWAY, TURN LEFT AND FOLLOW
 GZ0253'TAXIWAY FOR 0.35 MI (0.56 KM) TO RUNWAY, CROSS RUNWAY AND GO 0.15 MI
 GZ0253'(0.24 KM) TO THE STATION.
 GZ0253'THE STATION PROJECTS 6 CM.  LOCATED 150.31 FT (45.81 M) SOUTHEAST FROM
 GZ0253'A FENCE CORNER, 112.5 FT (34.3 M) SOUTHEAST FROM THE FENCE LINE,
 GZ0253'147.57 FT (44.98 M) NORTHWEST FROM THE FIFTH RUNWAY LIGHT, 96.4 FT
 GZ0253'(29.4 M) NORTH FROM THE SIXTH RUNWAY LIGHT AND 80 FT (24.4 M)
 GZ0253'NORTHWEST FROM THE NORTHWEST EDGE OF RUNWAY 5-23.
 GZ0253
 GZ0253                          STATION RECOVERY (1996)
 GZ0253
 GZ0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 GZ0253'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTH OF CORBIN, 1 MI
 GZ0253'(1.6 KM) SOUTH OF LONDON AND AT THE LONDON-CORBIN ARPT.-MAGEE FLD.
 GZ0253'CONTACT DAVE DEATON, PHONE-606-878-9100.  RUNWAY.  TO REACH FROM THE
 GZ0253'JUNCTION OF US HIGHWAY 25 AND STATE HIGHWAY 192 SOUTH OF LONDON, GO
 GZ0253'SOUTH ON HIGHWAY 25 FOR 1.15 MI (1.85 KM) TO AIRPORT ROAD ON THE
 GZ0253'RIGHT.  TURN RIGHT ON AIRPORT ROAD AND GO WEST FOR 0.55 MI (0.89 KM)
 GZ0253'TO A T-JUNCTION.  TURN RIGHT AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE
 GZ0253'AIRPORT OFFICE AND GATE.  PASS THROUGH GATE AND GO 0.2 MI (0.3 KM) TO
 GZ0253'TAXIWAY.  TURN LEFT ON TAXIWAY FOR 0.35 MI (0.56 KM) TO RUNWAY. CROSS
 GZ0253'RUNWAY AND TURN LEFT ALONG RUNWAY FOR 0.05 MI (0.08 KM) TO THE
 GZ0253'MIDPOINT BETWEEN THE FIRST AND SECOND RUNWAY LIGHTS FROM THE TAXIWAY
 GZ0253'AND THE STATION ON THE RIGHT.  IT IS 150.31 FT (45.81 M) SOUTH OF A
 GZ0253'FENCE CORNER, 112.5 FT (34.3 M) SOUTHEAST OF THE FENCELINE, 147.57 FT
 GZ0253'(44.98 M) NORTHWEST OF THE FIRST RUNWAY LIGHT FROM THE TAXIWAY, 96.4
 GZ0253'FT (29.4 M) NORTH OF THE SECOND RUNWAY LIGHT FROM THE TAXIWAY, AND 80
 GZ0253'FEET (24.4 M) NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY.  THE
 GZ0253'STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 2 1970 LOZ, SET IN
 GZ0253'THE TOP OF A ROUND CONCRETE POST, 10 INCHES IN DIAMETER, FLUSH WITH
 GZ0253'THE GROUND.  THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 GZ0253
 GZ0253                          STATION RECOVERY (2001)
 GZ0253
 GZ0253'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (FT)
 GZ0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2735 ***********************************************************************
 GA2735  DESIGNATION -  ARTEMUS
 GA2735  PID         -  GA2735
 GA2735  STATE/COUNTY-  KY/KNOX
 GA2735  USGS QUAD   -  ARTEMUS (1974)
 GA2735
 GA2735                         *CURRENT SURVEY CONTROL
 GA2735  ___________________________________________________________________
 GA2735* NAD 83(1993)-  36 50 22.44779(N)    083 52 02.05668(W)     ADJUSTED  
 GA2735* NAVD 88     -       311.962  (meters)    1023.50   (feet)  ADJUSTED  
 GA2735  ___________________________________________________________________
 GA2735  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 GA2735  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GA2735  DYNAMIC HT  -         311.704 (meters)    1022.65  (feet)  COMP
 GA2735  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 GA2735
 GA2735  HORZ ORDER  -  THIRD
 GA2735  VERT ORDER  -  SECOND    CLASS 0
 GA2735
 GA2735.The horizontal coordinates were established by classical geodetic methods
 GA2735.and adjusted by the National Geodetic Survey in December 1995..
 GA2735
 GA2735.The orthometric height was determined by differential leveling
 GA2735.and adjusted by the National Geodetic Survey in June 1991..
 GA2735
 GA2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2735
 GA2735.The geoid height was determined by GEOID03.
 GA2735
 GA2735.The dynamic height is computed by dividing the NAVD 88
 GA2735.geopotential number by the normal gravity value computed on the
 GA2735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2735.degrees latitude (g = 980.6199 gals.).
 GA2735
 GA2735.The modeled gravity was interpolated from observed gravity values.
 GA2735
 GA2735;                    North         East     Units Scale Factor Converg.
 GA2735;SPC KY1Z     - 1,057,879.987 1,667,939.131   MT  1.00006724   +1 09 21.4
 GA2735;SPC KY1Z     - 3,470,727.92  5,472,230.30   sFT  1.00006724   +1 09 21.4
 GA2735;SPC KY S     -   557,852.080   667,925.163   MT  0.99998242   +1 08 30.6
 GA2735;SPC KY S     - 1,830,219.70  2,191,351.14   sFT  0.99998242   +1 08 30.6
 GA2735;UTM  17      - 4,080,913.083   244,319.205   MT  1.00040544   -1 43 12.2
 GA2735
 GA2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2735!SPC KY1Z     -   0.99995581  x   1.00006724  =   1.00002305
 GA2735!SPC KY S     -   0.99995581  x   0.99998242  =   0.99993823
 GA2735!UTM  17      -   0.99995581  x   1.00040544  =   1.00036123
 GA2735
 GA2735:                Primary Azimuth Mark                     Grid Az
 GA2735:SPC KY1Z     -  ARTEMUS AZ MK                            100 17 19.9
 GA2735:SPC KY S     -  ARTEMUS AZ MK                            100 18 10.7
 GA2735:UTM  17      -  ARTEMUS AZ MK                            103 09 53.5
 GA2735
 GA2735|---------------------------------------------------------------------|
 GA2735| PID    Reference Object                     Distance      Geod. Az  |
 GA2735|                                                           dddmmss.s |
 GA2735| GA2732 ARTEMUS AZ MK                       APPROX. 0.9 KM 1012641.3 |
 GA2735| GA2734 ARTEMUS RM 2                          8.022 METERS 23038     |
 GA2735| GA2733 ARTEMUS RM 1                          6.750 METERS 31428     |
 GA2735| GA3620 RICHLAND COAL CO WATER TANK         APPROX. 0.7 KM 3293603.7 |
 GA2735| GA3228 ARTEMUS RM 3                          4.371 METERS 33027     |
 GA2735|---------------------------------------------------------------------|
 GA2735
 GA2735                          SUPERSEDED SURVEY CONTROL
 GA2735
 GA2735  NAD 83(1993)-  36 50 22.45323(N)    083 52 02.06063(W) AD(       ) 3
 GA2735  NAD 83(1986)-  36 50 22.45597(N)    083 52 02.06053(W) AD(       ) 3
 GA2735  NAD 27      -  36 50 22.14700(N)    083 52 02.33700(W) AD(       ) 3
 GA2735  NGVD 29 (??/??/92)  312.118  (m)         1024.01   (f) ADJ UNCH    2 0
 GA2735
 GA2735.Superseded values are not recommended for survey control.
 GA2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2735.See file dsdata.txt to determine how the superseded data were derived.
 GA2735
 GA2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4431980913(NAD 83)
 GA2735_MARKER: DS = TRIANGULATION STATION DISK
 GA2735_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GA2735_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GA2735_STAMPING: ARTEMUS 1950 1024.007
 GA2735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2735
 GA2735  HISTORY     - Date     Condition        Report By
 GA2735  HISTORY     - 1950     MONUMENTED       CGS
 GA2735  HISTORY     - 1950     GOOD             CGS
 GA2735  HISTORY     - 1957     GOOD             NGS
 GA2735  HISTORY     - 1978     GOOD             NGS
 GA2735  HISTORY     - 1981     GOOD             LOCENG
 GA2735
 GA2735                          STATION DESCRIPTION
 GA2735
 GA2735'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA2735'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF BARBOURVILLE ON THE
 GA2735'TANGENT OF THE NORTH RAIL
 GA2735'OF THE L. AND N.  RAILROAD AND ON THE WEST EDGE OF A
 GA2735'CULTIVATED FIELD.  IT IS 127 FEET
 GA2735'SOUTH OF THE SOUTH RIGHT-OF-WAY
 GA2735'FENCELINE OF THE RAILROAD, 26 FEET EAST OF A
 GA2735'NORTHSOUTH FENCELINE AND
 GA2735'3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS A 6 INCH
 GA2735'CAST IRON PIPE
 GA2735'THAT PROJECTS ABOUT 6 INCHES WITH A DISK CEMENTED IN THE TOP
 GA2735'STAMPED ARTEMUS 1950.
 GA2735'
 GA2735'REFERENCE MARK NO. 1 IS 4 FEET EAST OF THE FENCE LINE.  THE MARK IS A
 GA2735'6 INCH CAST IRON PIPE
 GA2735'THAT PROJECTS ABOUT 4 INCHES WITH A DISK CEMENTED IN
 GA2735'THE TOP STAMPED ARTEMUS NO 1
 GA2735'1950.
 GA2735'
 GA2735'REFERENCE MARK NO. 2 IS 23 FEET EAST OF THE FENCELINE.  THE MARK IS A
 GA2735'6 INCH CAST IRON PIPE
 GA2735'THAT PROJECTS ABOUT 6 INCHES WITH A DISK CEMENTED IN
 GA2735'THE TOP STAMPED ARTEMUS NO 2
 GA2735'1950.
 GA2735'
 GA2735'AZIMUTH MARK IS ON THE TANGENT OF THE NORTH RAIL AND ON RAILROAD
 GA2735'PROPERTY.  IT IS 8 FEET
 GA2735'NORTH OF THE NORTH RAIL AND 4 FEET SOUTH OF A WHITE WITNESS
 GA2735'POST.  THE MARK IS A 6 INCH
 GA2735'CAST IRON PIPE THAT PROJECTS ABOUT 2
 GA2735'INCHES WITH A DISK CEMENTED IN THE TOP AND
 GA2735'STAMPED ARTEMUS 1950.
 GA2735'
 GA2735'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA2735'HIGHWAY 225 ABOUT 2 MILES
 GA2735'EAST OF BARBOURVILLE, GO SOUTHEAST ON HIGHWAY 225
 GA2735'FOR 1.4 MILES TO A FARM ROAD RIGHT,*
 GA2735'TURN RIGHT ON FARM ROAD AND GO
 GA2735'0.05 MILE TO THE RAILROAD TRACKS, CROSS TRACKS AND GO
 GA2735'THROUGH GATE,
 GA2735'TURN RIGHT AND GO 0.1 MILE TO THE TOP OF THE HILL AND STATION AS
 GA2735'DESCRIBED.
 GA2735'
 GA2735'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE ON THE HIGHWAY
 GA2735'FOR 0.4 MILE TO A FRAME
 GA2735'BUILDING AND A HOUSE ON THE RIGHT, TURN RIGHT ON THE
 GA2735'WEST SIDE OF THE HOUSE AND GO
 GA2735'ABOUT 0.05 MILE TO THE RAILROAD TRACKS
 GA2735'AND THE AZIMUTH MARK AS DESCRIBED.
 GA2735'
 GA2735'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2735
 GA2735                          STATION RECOVERY (1950)
 GA2735
 GA2735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 GA2735'1.6 MI NW FROM ARTEMUS.
 GA2735'1.55 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA2735'FROM THE STATION AT ARTEMUS, ABOUT 0.1 MILE SOUTHEAST OF A SMALL
 GA2735'ROAD CROSSING, 85 YARDS SOUTHEAST ALONG TRACK FROM MILE POST 190,
 GA2735'172 FEET SOUTHWEST AND UPHILL FROM THE SOUTHWEST RAIL OF THE
 GA2735'SOUTHWEST TRACK, 25 FEET SOUTHEAST OF A FENCE LINE RUNNING
 GA2735'NORTHEAST-SOUTHWEST, 26 1/2 FEET NORTHEAST OF RM NO. 2, 22 FEET
 GA2735'SOUTHEAST OF RM NO. 1, 132 FEET SOUTHWEST OF RAILROAD R/W FENCE
 GA2735'LINE, 3 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST AND SET IN
 GA2735'THE TOP OF A CONCRETE FILLED 5-INCH IRON PIPE PROJECTING 6 INCHES.
 GA2735
 GA2735                          STATION RECOVERY (1957)
 GA2735
 GA2735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2735'RECOVERED IN GOOD CONDITION.
 GA2735
 GA2735                          STATION RECOVERY (1978)
 GA2735
 GA2735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GA2735'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 GA2735'IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED BY FARMING.
 GA2735'THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE IN ERROR BY 0.03
 GA2735'OF A FOOT AND THE DIRECTION BY 4 MINUTES AND 52 SECONDS.  REFERENCE
 GA2735'MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS--
 GA2735'
 GA2735'THE STATION IS LOCATED ON THE TANGENT OF THE NORTH RAIL OF THE
 GA2735'L AND N RAILROAD, AT THE WEST EDGE OF A CULTIVATED FIELD, IN A
 GA2735'BRUSHY COVERED AREA, 127 FEET SOUTH OF THE EAST RIGHT-OF-WAY FENCE
 GA2735'LINE OF THE RAILROAD, 15 FEET EAST OF PROPERTY LINE FENCE AND 1
 GA2735'FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 GA2735'STAMPED ARTEMUS 1950, SET IN THE TOP OF A CONCRETE FILLED 6
 GA2735'INCH CAST IRON PIPE PROJECTING 6 INCHES.
 GA2735'
 GA2735'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2421 AND 225
 GA2735'AT THE EAST EDGE OF BARBOURVILLE, GO SOUTHEAST ON HIGHWAY 225 FOR
 GA2735'1.4 MILES TO A GRADED ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON
 GA2735'THE GRADED ROAD FOR ABOUT 300 FEET TO RAILROAD TRACKS.  CROSS
 GA2735'THE TRACKS AND GO WESTERLY ACROSS CLEARED FIELD AFTER PASSING
 GA2735'THROUGH A GATE FOR 0.1 MILE TO THE WEST EDGE OF THE FIELD AND
 GA2735'THE STATION.
 GA2735'
 GA2735'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARTEMUS NO 2 1950
 GA2735'1026.359 FT, SET IN THE TOP OF A CONCRETE FILLED 6 INCH CAST IRON
 GA2735'PIPE PROJECTING 6 INCHES, 10 FEET EAST OF A FENCE LINE, 26 FEET SOUTH
 GA2735'OF A METAL WITNESS POST AND AT THE WEST EDGE OF THE CLEARING.
 GA2735'
 GA2735'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 GA2735'ARTEMUS 1950 NO 3 1978, WITH MAGNETS, PROJECTING 3 INCHES, 15 FEET
 GA2735'WEST OF THE METAL WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 GA2735'
 GA2735'THE AZIMUTH MARK IS ON THE TANGENT OF THE NORTH RAIL OF THE RAILROAD
 GA2735'TRACK, 8 FEET NORTH OF THE NORTH RAIL OF THE TRACKS AND 1 FOOT SOUTH
 GA2735'OF A METAL WITNESS POST.  A STANDARD DISK STAMPED ARTEMUS 1950, SET
 GA2735'IN THE TOP OF A CONCRETE FILLED 6 INCH CAST IRON PIPE ABOUT 6
 GA2735'INCHES UNDER LOOSE GRAVEL.
 GA2735'
 GA2735'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 GA2735'SOUTHEAST OF BARBOURVILLE.
 GA2735'
 GA2735'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GA2735
 GA2735                          STATION RECOVERY (1981)
 GA2735
 GA2735'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DAA)
 GA2735'ARTEMUS 1950 RECOVERED IN GOOD CONDITION.
 GA2735'RM NO. 1 DISK GONE.  CONCRETE AND PIPE FOUND.  DISTANCE TO
 GA2735'REFERENCES WERE ONLY ROUGHLY CHECKED.
 GA2735'
 GA2735'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI SOUTHEAST OF
 GA2735'BORBOURVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2732 ***********************************************************************
 GA2732  DESIGNATION -  ARTEMUS AZ MK
 GA2732  PID         -  GA2732
 GA2732  STATE/COUNTY-  KY/KNOX
 GA2732  USGS QUAD   -  ARTEMUS (1974)
 GA2732
 GA2732                         *CURRENT SURVEY CONTROL
 GA2732  ___________________________________________________________________
 GA2732* NAD 83(1993)-  36 50 16.90161(N)    083 51 27.98221(W)     ADJUSTED  
 GA2732* NAVD 88     -       307.721  (meters)    1009.58   (feet)  ADJUSTED  
 GA2732  ___________________________________________________________________
 GA2732  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 GA2732  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GA2732  DYNAMIC HT  -         307.467 (meters)    1008.75  (feet)  COMP
 GA2732  MODELED GRAV-     979,794.8   (mgal)                       NAVD 88
 GA2732
 GA2732  HORZ ORDER  -  THIRD
 GA2732  VERT ORDER  -  SECOND    CLASS 0
 GA2732
 GA2732.The horizontal coordinates were established by classical geodetic methods
 GA2732.and adjusted by the National Geodetic Survey in December 1995..
 GA2732
 GA2732.The orthometric height was determined by differential leveling
 GA2732.and adjusted by the National Geodetic Survey in June 1991..
 GA2732
 GA2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2732
 GA2732.The geoid height was determined by GEOID03.
 GA2732
 GA2732.The dynamic height is computed by dividing the NAVD 88
 GA2732.geopotential number by the normal gravity value computed on the
 GA2732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2732.degrees latitude (g = 980.6199 gals.).
 GA2732
 GA2732.The modeled gravity was interpolated from observed gravity values.
 GA2732
 GA2732;                    North         East     Units Scale Factor Converg.
 GA2732;SPC KY1Z     - 1,057,726.118 1,668,786.756   MT  1.00006772   +1 09 42.3
 GA2732;SPC KY1Z     - 3,470,223.11  5,475,011.22   sFT  1.00006772   +1 09 42.3
 GA2732;SPC KY S     -   557,698.015   668,772.678   MT  0.99998265   +1 08 51.2
 GA2732;SPC KY S     - 1,829,714.24  2,194,131.69   sFT  0.99998265   +1 08 51.2
 GA2732;UTM  17      - 4,080,716.813   245,158.323   MT  1.00040016   -1 42 51.5
 GA2732
 GA2732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2732!SPC KY1Z     -   0.99995648  x   1.00006772  =   1.00002419
 GA2732!SPC KY S     -   0.99995648  x   0.99998265  =   0.99993913
 GA2732!UTM  17      -   0.99995648  x   1.00040016  =   1.00035662
 GA2732
 GA2732:                Primary Azimuth Mark                     Grid Az
 GA2732:SPC KY1Z     -  ARTEMUS                                  280 17 19.5
 GA2732:SPC KY S     -  ARTEMUS                                  280 18 10.6
 GA2732:UTM  17      -  ARTEMUS                                  283 09 53.3
 GA2732
 GA2732|---------------------------------------------------------------------|
 GA2732| PID    Reference Object                     Distance      Geod. Az  |
 GA2732|                                                           dddmmss.s |
 GA2732| GA2735 ARTEMUS                             APPROX. 0.9 KM 2812701.8 |
 GA2732|---------------------------------------------------------------------|
 GA2732
 GA2732                          SUPERSEDED SURVEY CONTROL
 GA2732
 GA2732  NAD 83(1993)-  36 50 16.90703(N)    083 51 27.98616(W) AD(       ) 3
 GA2732  NAD 83(1986)-  36 50 16.90981(N)    083 51 27.98605(W) AD(       ) 3
 GA2732  NAD 27      -  36 50 16.60000(N)    083 51 28.26400(W) AD(       ) 3
 GA2732  NGVD 29 (??/??/92)  307.877  (m)         1010.09   (f) ADJ UNCH    2 0
 GA2732
 GA2732.Superseded values are not recommended for survey control.
 GA2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2732.See file dsdata.txt to determine how the superseded data were derived.
 GA2732
 GA2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4515880717(NAD 83)
 GA2732_MARKER: DZ = AZIMUTH MARK DISK
 GA2732_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GA2732_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GA2732_STAMPING: ARTEMUS 1950 1010.093
 GA2732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2732
 GA2732  HISTORY     - Date     Condition        Report By
 GA2732  HISTORY     - 1950     MONUMENTED       CGS
 GA2732  HISTORY     - 1950     GOOD             CGS
 GA2732  HISTORY     - 1957     GOOD             NGS
 GA2732
 GA2732                          STATION DESCRIPTION
 GA2732
 GA2732'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA2732'STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF BARBOURVILLE ON THE
 GA2732'TANGENT OF THE NORTH
 GA2732'RAIL OF THE L. AND N.  RAILROAD.  IT IS 8 FEET NORTH OF THE
 GA2732'NORTH RAIL OF THE RAILROAD, AND
 GA2732'4 FEET SOUTH OF A WHITE WITNESS POST.
 GA2732'THE MARK IS A 6 INCH CAST IRON PIPE THAT PROJECTS
 GA2732'ABOUT 2 INCHES WITH
 GA2732'A DISK CEMENTED IN THE TOP STAMPED ARTEMUS 1950.
 GA2732'
 GA2732'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA2732'HIGHWAY 225 ABOUT 2 MILES
 GA2732'EAST OF BARBOURVILLE, GO SOUTHEAST ON HIGHWAY 225
 GA2732'FOR 1.8 MILES TO A FRAME BUILDING
 GA2732'AND HOUSE ON RIGHT, TURN RIGHT ON
 GA2732'THE WEST SIDE OF THE HOUSE AND GO ABOUT 0.05 MILE TO
 GA2732'THE RAILROAD
 GA2732'TRACKS AND THE STATION AS DESCRIBED.
 GA2732'
 GA2732'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2732
 GA2732                          STATION RECOVERY (1950)
 GA2732
 GA2732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 GA2732'1 MI NW FROM ARTEMUS.
 GA2732'0.95 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA2732'FROM THE STATION AT ARTEMUS, ABOUT 0.35 MILE NORTHWEST OF MILE
 GA2732'POST 191, ABOUT 247 FEET WEST OF THE CENTER OF A FIELD ROAD
 GA2732'CROSSING, AT THE EAST END OF A CUT, 9 FEET NORTH OF THE NORTH RAIL
 GA2732'OF THE NORTH TRACK, 10 FEET SOUTH OF THE EAST END OF THE EXPOSED
 GA2732'PART OF A 50-FOOT OUTCROP OF ROCK IN CUT, 3 FEET SOUTH OF A WHITE
 GA2732'WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW THE TRACK AND SET IN
 GA2732'THE TOP OF A CONCRETE FILLED 5-INCH IRON PIPE PROJECTING 4 INCHES.
 GA2732
 GA2732                          STATION RECOVERY (1957)
 GA2732
 GA2732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2733 ***********************************************************************
 GA2733  DESIGNATION -  ARTEMUS RM 1
 GA2733  PID         -  GA2733
 GA2733  STATE/COUNTY-  KY/KNOX
 GA2733  USGS QUAD   -  ARTEMUS (1974)
 GA2733
 GA2733                         *CURRENT SURVEY CONTROL
 GA2733  ___________________________________________________________________
 GA2733* NAD 83(1986)-  36 50 22.     (N)    083 52 02.     (W)     SCALED    
 GA2733* NAVD 88     -       311.994  (meters)    1023.60   (feet)  ADJUSTED  
 GA2733  ___________________________________________________________________
 GA2733  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GA2733  DYNAMIC HT  -         311.735 (meters)    1022.75  (feet)  COMP
 GA2733  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 GA2733
 GA2733  VERT ORDER  -  SECOND    CLASS 0
 GA2733
 GA2733.The horizontal coordinates were scaled from a topographic map and have
 GA2733.an estimated accuracy of +/- 6 seconds.
 GA2733
 GA2733.The orthometric height was determined by differential leveling
 GA2733.and adjusted by the National Geodetic Survey in June 1991..
 GA2733
 GA2733.The geoid height was determined by GEOID03.
 GA2733
 GA2733.The dynamic height is computed by dividing the NAVD 88
 GA2733.geopotential number by the normal gravity value computed on the
 GA2733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2733.degrees latitude (g = 980.6199 gals.).
 GA2733
 GA2733.The modeled gravity was interpolated from observed gravity values.
 GA2733
 GA2733;                    North         East    Units  Estimated Accuracy
 GA2733;SPC KY1Z     - 1,057,870.    1,667,940.      MT  (+/- 180 meters Scaled)
 GA2733
 GA2733                          SUPERSEDED SURVEY CONTROL
 GA2733
 GA2733  NGVD 29 (??/??/92)  312.149  (m)         1024.11   (f) ADJ UNCH    2 0
 GA2733
 GA2733.Superseded values are not recommended for survey control.
 GA2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2733.See file dsdata.txt to determine how the superseded data were derived.
 GA2733
 GA2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA443808(NAD 83)
 GA2733_MARKER: DR = REFERENCE MARK DISK
 GA2733_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GA2733_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GA2733_STAMPING: ARTEMUS NO 1 1950 1024.109
 GA2733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2733
 GA2733  HISTORY     - Date     Condition        Report By
 GA2733  HISTORY     - 1950     MONUMENTED       CGS
 GA2733  HISTORY     - 1957     GOOD             NGS
 GA2733
 GA2733                          STATION DESCRIPTION
 GA2733
 GA2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2733'1.6 MI NW FROM ARTEMUS.
 GA2733'1.55 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA2733'FROM THE STATION AT ARTEMUS, ABOUT 0.1 MILE SOUTHEAST OF A SMALL
 GA2733'ROAD CROSSING, 85 YARDS SOUTHEAST ALONG THE TRACK FROM MILE POST
 GA2733'190, 172 FEET SOUTHWEST AND UP HILL FROM THE SOUTHWEST RAIL OF
 GA2733'THE SOUTHWEST TRACK, 132 FEET SOUTHWEST OF RAILROAD R/W FENCE
 GA2733'LINE, 3 FEET SOUTHEAST OF A NORTHEAST-SOUTHWEST FENCE LINE, 22
 GA2733'FEET NORTHWEST OF THE STATION MARK, 32 1/2 FEET NORTH OF RM NO.
 GA2733'2, AND SET IN THE TOP OF A CONCRETE FILLED 5-INCH IRON PIPE
 GA2733'PROJECTING 5 INCHES.
 GA2733
 GA2733                          STATION RECOVERY (1957)
 GA2733
 GA2733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2734 ***********************************************************************
 GA2734  DESIGNATION -  ARTEMUS RM 2
 GA2734  PID         -  GA2734
 GA2734  STATE/COUNTY-  KY/KNOX
 GA2734  USGS QUAD   -  ARTEMUS (1974)
 GA2734
 GA2734                         *CURRENT SURVEY CONTROL
 GA2734  ___________________________________________________________________
 GA2734* NAD 83(1986)-  36 50 22.     (N)    083 52 02.     (W)     SCALED    
 GA2734* NAVD 88     -       312.680  (meters)    1025.85   (feet)  ADJUSTED  
 GA2734  ___________________________________________________________________
 GA2734  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GA2734  DYNAMIC HT  -         312.421 (meters)    1025.00  (feet)  COMP
 GA2734  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 GA2734
 GA2734  VERT ORDER  -  SECOND    CLASS 0
 GA2734
 GA2734.The horizontal coordinates were scaled from a topographic map and have
 GA2734.an estimated accuracy of +/- 6 seconds.
 GA2734
 GA2734.The orthometric height was determined by differential leveling
 GA2734.and adjusted by the National Geodetic Survey in June 1991..
 GA2734
 GA2734.The geoid height was determined by GEOID03.
 GA2734
 GA2734.The dynamic height is computed by dividing the NAVD 88
 GA2734.geopotential number by the normal gravity value computed on the
 GA2734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2734.degrees latitude (g = 980.6199 gals.).
 GA2734
 GA2734.The modeled gravity was interpolated from observed gravity values.
 GA2734
 GA2734;                    North         East    Units  Estimated Accuracy
 GA2734;SPC KY1Z     - 1,057,870.    1,667,940.      MT  (+/- 180 meters Scaled)
 GA2734
 GA2734                          SUPERSEDED SURVEY CONTROL
 GA2734
 GA2734  NGVD 29 (??/??/92)  312.835  (m)         1026.36   (f) ADJ UNCH    2 0
 GA2734
 GA2734.Superseded values are not recommended for survey control.
 GA2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2734.See file dsdata.txt to determine how the superseded data were derived.
 GA2734
 GA2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA443808(NAD 83)
 GA2734_MARKER: DR = REFERENCE MARK DISK
 GA2734_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GA2734_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GA2734_STAMPING: ARTEMUS NO 2 1950 1026.359
 GA2734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2734
 GA2734  HISTORY     - Date     Condition        Report By
 GA2734  HISTORY     - 1950     MONUMENTED       CGS
 GA2734  HISTORY     - 1957     GOOD             NGS
 GA2734
 GA2734                          STATION DESCRIPTION
 GA2734
 GA2734'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2734'1.6 MI NW FROM ARTEMUS.
 GA2734'1.55 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA2734'FROM THE STATION AT ARTEMUS, ABOUT 0.1 MILE SOUTHEAST OF A SMALL
 GA2734'ROAD CROSSING, 85 YARDS SOUTHEAST ALONG THE TRACK FROM MILE POST
 GA2734'190, 198 FEET SOUTHWEST AND UPHILL FROM THE SOUTHWEST RAIL OF
 GA2734'SOUTHWEST TRACK, 158 FEET SOUTHWEST OF RAILROAD R/W FENCE LINE,
 GA2734'21 1/2 FEET SOUTHEAST OF A SOUTHWEST-NORTHEAST FENCE LINE, 26 1/2
 GA2734'FEET SOUTHWEST OF THE STATION MARK, 32 1/2 FEET SOUTH OF RM NO.
 GA2734'1, AND SET IN THE TOP OF A CONCRETE FILLED 5-INCH IRON PIPE
 GA2734'PROJECTING 4 INCHES.
 GA2734
 GA2734                          STATION RECOVERY (1957)
 GA2734
 GA2734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3228 ***********************************************************************
 GA3228  DESIGNATION -  ARTEMUS RM 3
 GA3228  PID         -  GA3228
 GA3228  STATE/COUNTY-  KY/KNOX
 GA3228  USGS QUAD   -  ARTEMUS (1974)
 GA3228
 GA3228                         *CURRENT SURVEY CONTROL
 GA3228  ___________________________________________________________________
 GA3228* NAD 83(1986)-  36 50 22.     (N)    083 52 02.     (W)     SCALED    
 GA3228* NAVD 88     -       312.12   (meters)    1024.0    (feet)  RESET     
 GA3228  ___________________________________________________________________
 GA3228  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GA3228
 GA3228  VERT ORDER  -  THIRD
 GA3228
 GA3228.The horizontal coordinates were scaled from a topographic map and have
 GA3228.an estimated accuracy of +/- 6 seconds.
 GA3228
 GA3228.The orthometric height was computed from unverified reset data.
 GA3228.No vertical observational check was made to the station.
 GA3228
 GA3228.The geoid height was determined by GEOID03.
 GA3228
 GA3228;                    North         East    Units  Estimated Accuracy
 GA3228;SPC KY1Z     - 1,057,870.    1,667,940.      MT  (+/- 180 meters Scaled)
 GA3228
 GA3228                          SUPERSEDED SURVEY CONTROL
 GA3228
 GA3228  NGVD 29 (10/08/05)  312.27   (m)         1024.5    (f) RESET       3  
 GA3228
 GA3228.Superseded values are not recommended for survey control.
 GA3228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3228.See file dsdata.txt to determine how the superseded data were derived.
 GA3228
 GA3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA443808(NAD 83)
 GA3228_MARKER: DB = BENCH MARK DISK
 GA3228_SETTING: 0 = UNSPECIFIED SETTING
 GA3228_STAMPING: ARTEMUS 1950 NO 3 1978
 GA3228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3228
 GA3228  HISTORY     - Date     Condition        Report By
 GA3228  HISTORY     - 1978     MONUMENTED       NGS
 GA3228
 GA3228                          STATION DESCRIPTION
 GA3228
 GA3228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GA3228'1.6 MI SE FROM BARBOURVILLE.
 GA3228'1.4 MILES SOUTHEASTERLY ALONG STATE HIGHWAY 225 FROM ITS JUNCTION
 GA3228'WITH STATE HIGHWAY 2421 AT THE EAST EDGE OF BARBOURVILLE, THENCE
 GA3228'SOUTH ON GRADED ROAD FOR ABOUT 300 FEET TO RAILROAD TRACKS AND
 GA3228'GATE ON SOUTH SIDE, PASS THROUGHT GATE THE GO WEST FOR 0.1 MILE
 GA3228'ACROSS CLEARED FIELD TO A BRUSHY AREA AT THE WEST EDGE OF THE
 GA3228'FIELD.  1 FOOT EAST OF A PROPRTY LINE FENCE AND BEING A ALUMINUM
 GA3228'MONUMENT WITH MAGNETS.
 GA3228'THE MARK IS 15.0 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1252 ***********************************************************************
 GZ1252  DESIGNATION -  ASBURY
 GZ1252  PID         -  GZ1252
 GZ1252  STATE/COUNTY-  KY/JESSAMINE
 GZ1252  USGS QUAD   -  WILMORE (1979)
 GZ1252
 GZ1252                         *CURRENT SURVEY CONTROL
 GZ1252  ___________________________________________________________________
 GZ1252* NAD 83(1993)-  37 51 47.79410(N)    084 39 50.74798(W)     ADJUSTED  
 GZ1252* NAVD 88     -       282.012  (meters)     925.23   (feet)  ADJUSTED  
 GZ1252  ___________________________________________________________________
 GZ1252  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 GZ1252  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GZ1252  DYNAMIC HT  -         281.799 (meters)     924.54  (feet)  COMP
 GZ1252  MODELED GRAV-     979,869.7   (mgal)                       NAVD 88
 GZ1252
 GZ1252  HORZ ORDER  -  SECOND
 GZ1252  VERT ORDER  -  FIRST     CLASS II
 GZ1252
 GZ1252.The horizontal coordinates were established by classical geodetic methods
 GZ1252.and adjusted by the National Geodetic Survey in December 1995..
 GZ1252
 GZ1252.The orthometric height was determined by differential leveling
 GZ1252.and adjusted by the National Geodetic Survey in June 1991..
 GZ1252
 GZ1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1252
 GZ1252.The geoid height was determined by GEOID03.
 GZ1252
 GZ1252.The dynamic height is computed by dividing the NAVD 88
 GZ1252.geopotential number by the normal gravity value computed on the
 GZ1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1252.degrees latitude (g = 980.6199 gals.).
 GZ1252
 GZ1252.The modeled gravity was interpolated from observed gravity values.
 GZ1252
 GZ1252;                    North         East     Units Scale Factor Converg.
 GZ1252;SPC KY1Z     - 1,170,352.545 1,595,543.131   MT  0.99990497   +0 40 00.1
 GZ1252;SPC KY1Z     - 3,839,731.64  5,234,711.09   sFT  0.99990497   +0 40 00.1
 GZ1252;SPC KY N     -    40,404.398   463,560.943   MT  1.00001726   -0 15 27.3
 GZ1252;SPC KY N     -   132,560.10  1,520,866.19   sFT  1.00001726   -0 15 27.3
 GZ1252;SPC KY S     -   670,338.601   595,551.114   MT  0.99998797   +0 39 30.8
 GZ1252;SPC KY S     - 2,199,269.23  1,953,903.95   sFT  0.99998797   +0 39 30.8
 GZ1252;UTM  16      - 4,193,217.105   705,480.420   MT  1.00012006   +1 26 03.2
 GZ1252
 GZ1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1252!SPC KY1Z     -   0.99996094  x   0.99990497  =   0.99986591
 GZ1252!SPC KY N     -   0.99996094  x   1.00001726  =   0.99997820
 GZ1252!SPC KY S     -   0.99996094  x   0.99998797  =   0.99994891
 GZ1252!UTM  16      -   0.99996094  x   1.00012006  =   1.00008099
 GZ1252
 GZ1252|---------------------------------------------------------------------|
 GZ1252| PID    Reference Object                     Distance      Geod. Az  |
 GZ1252|                                                           dddmmss.s |
 GZ1252| DB8653 ASBURY RM 1                          24.430 METERS 03401     |
 GZ1252| GZ1251 ASBURY RM 2                          55.882 METERS 11735     |
 GZ1252| DB8652 ASBURY AZ MK                                       3120407.5 |
 GZ1252|---------------------------------------------------------------------|
 GZ1252
 GZ1252                          SUPERSEDED SURVEY CONTROL
 GZ1252
 GZ1252  NAD 83(1986)-  37 51 47.80249(N)    084 39 50.75302(W) AD(       ) 2
 GZ1252  NAD 27      -  37 51 47.51900(N)    084 39 50.95600(W) AD(       ) 2
 GZ1252  NGVD 29 (??/??/92)  282.169  (m)          925.75   (f) ADJ UNCH    1 2
 GZ1252
 GZ1252.Superseded values are not recommended for survey control.
 GZ1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1252.See file dsdata.txt to determine how the superseded data were derived.
 GZ1252
 GZ1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG0548093217(NAD 83)
 GZ1252_MARKER: DS = TRIANGULATION STATION DISK
 GZ1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1252_SP_SET: CONCRETE POST
 GZ1252_STAMPING: ASBURY 1935 925.749
 GZ1252_MARK LOGO: CGS   
 GZ1252_PROJECTION: FLUSH
 GZ1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1252+STABILITY: SURFACE MOTION
 GZ1252
 GZ1252  HISTORY     - Date     Condition        Report By
 GZ1252  HISTORY     - 1935     MONUMENTED       CGS
 GZ1252  HISTORY     - 1950     GOOD             NGS
 GZ1252  HISTORY     - 1958     GOOD             NGS
 GZ1252  HISTORY     - 1985     GOOD             NGS
 GZ1252
 GZ1252                          STATION DESCRIPTION
 GZ1252
 GZ1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GZ1252'STATION IS ON THE CAMPUS OF THE ASBURY COLLEGE IN WILMORE AT THE
 GZ1252'COLLEGE WATER TANK. IT IS 132 FEET W OF THE SW CORNER OF WHITE
 GZ1252'BRICK DORMITORY, 46 FEET NNW OF CENTER LINE OF STREET, 19 FEET ESE OF
 GZ1252'THE E EDGE OF TENNIS COURT AND 41.55 FEET WSW OF FIRE HYDRANT.
 GZ1252'
 GZ1252'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 GZ1252'IN CONCRETE.
 GZ1252'
 GZ1252'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK IS N OF STATION, SET IN
 GZ1252'S EDGE OF BASE OF STANDPIPE OF WATER TANK.
 GZ1252'
 GZ1252'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK IS ESE OF STATION, SET
 GZ1252'IN W EDGE OF SIDEWALK, 14 PACES SE OF SE CORNER OF WHITE BRICK
 GZ1252'DORMITORY.
 GZ1252'
 GZ1252'AZIMUTH MARK IS WNW OF STATION, 12 INCHES E OF FENCE, 13 PACES N OF
 GZ1252'GATEPOST.
 GZ1252'
 GZ1252'TO REACH FROM STATION, GO W ON THE STREET JUST S OF THE STATION FOR
 GZ1252'0.05 MILE TO FORK. TAKE RIGHT FORK AND GO 0.2 MILE TO GATE ON LEFT.
 GZ1252'TURN LEFT THROUGH GATE AND GO 0.1 MILE TO AZIMUTH.
 GZ1252'
 GZ1252'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 GZ1252'
 GZ1252'NO NATURAL OBJECTS VISIBLE FROM GROUND.
 GZ1252
 GZ1252                          STATION RECOVERY (1950)
 GZ1252
 GZ1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GZ1252'AT WILMORE.
 GZ1252'AT WILMORE, ON ASBURY COLLEGE CAMPUS, 71 FEET SOUTH-SOUTHWEST
 GZ1252'OF THE WEST LEG OF WATER TANK, 133 FEET WEST OF THE WEST CORNER
 GZ1252'OF MENS DORMITORY, 37 FEET EAST OF THE SOUTH CORNER OF THE
 GZ1252'MOST SOUTHWESTERLY OF A GROUP OF TENNIS COURTS, 49 FEET NORTHEAST
 GZ1252'OF THE CENTER LINE OF A STREET, 41 FEET NORTHWEST OF A 3-INCH
 GZ1252'OAK TREE, 3.5 FEET SOUTH OF THE WEST CORNER OF A SMALL WOODEN
 GZ1252'BUILDING, ABOUT 1 FOOT ABOVE THE STREET AND SET IN THE TOP OF
 GZ1252'A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 GZ1252
 GZ1252                          STATION RECOVERY (1958)
 GZ1252
 GZ1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1252'RECOVERED IN GOOD CONDITION.
 GZ1252
 GZ1252                          STATION RECOVERY (1985)
 GZ1252
 GZ1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1252'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN WILMORE, ON
 GZ1252'THE ASBURY COLLEGE CAMPUS, NEAR THE WEST CORNER OF THE ORIGINAL
 GZ1252'BUILDING OF THE ASBURY COLLEGE, A TWO-STORY FRAME BUILDING ON JEWELL
 GZ1252'STREET, 11.8 METERS (36.1 FT) NORTHEAST OF THE NORTHEAST CURB OF
 GZ1252'JEWELL STREET, 56.0 METERS (183.0 FT) NORTHWEST OF ASBURY NO.2,
 GZ1252'4.69 METERS (15.4 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE ENTRANCE
 GZ1252'WALK OF THE FRAME BUILDING, 2.0 METERS (6.5 FT) NORTH OF THE NORTHWEST
 GZ1252'METAL LEG OF A WROUGHT IRON SIGN (ASBURY COLLEGE 1890), 1.0 METER
 GZ1252'(3.3 FT) SOUTH OF THE WEST CORNER OF THE FRAME BUILDING.
 GZ1252'THE MARK IS 0.30 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1251 ***********************************************************************
 GZ1251  DESIGNATION -  ASBURY RM 2
 GZ1251  PID         -  GZ1251
 GZ1251  STATE/COUNTY-  KY/JESSAMINE
 GZ1251  USGS QUAD   -  WILMORE (1979)
 GZ1251
 GZ1251                         *CURRENT SURVEY CONTROL
 GZ1251  ___________________________________________________________________
 GZ1251* NAD 83(1986)-  37 51 47.     (N)    084 39 50.     (W)     SCALED    
 GZ1251* NAVD 88     -       280.307  (meters)     919.64   (feet)  ADJUSTED  
 GZ1251  ___________________________________________________________________
 GZ1251  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GZ1251  DYNAMIC HT  -         280.096 (meters)     918.95  (feet)  COMP
 GZ1251  MODELED GRAV-     979,869.7   (mgal)                       NAVD 88
 GZ1251
 GZ1251  VERT ORDER  -  FIRST     CLASS II
 GZ1251
 GZ1251.The horizontal coordinates were scaled from a topographic map and have
 GZ1251.an estimated accuracy of +/- 6 seconds.
 GZ1251
 GZ1251.The orthometric height was determined by differential leveling
 GZ1251.and adjusted by the National Geodetic Survey in June 1991..
 GZ1251
 GZ1251.The geoid height was determined by GEOID03.
 GZ1251
 GZ1251.The dynamic height is computed by dividing the NAVD 88
 GZ1251.geopotential number by the normal gravity value computed on the
 GZ1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1251.degrees latitude (g = 980.6199 gals.).
 GZ1251
 GZ1251.The modeled gravity was interpolated from observed gravity values.
 GZ1251
 GZ1251;                    North         East    Units  Estimated Accuracy
 GZ1251;SPC KY1Z     - 1,170,330.    1,595,560.      MT  (+/- 180 meters Scaled)
 GZ1251
 GZ1251                          SUPERSEDED SURVEY CONTROL
 GZ1251
 GZ1251  NGVD 29 (??/??/92)  280.465  (m)          920.16   (f) ADJ UNCH    1 2
 GZ1251
 GZ1251.Superseded values are not recommended for survey control.
 GZ1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1251.See file dsdata.txt to determine how the superseded data were derived.
 GZ1251
 GZ1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG054931(NAD 83)
 GZ1251_MARKER: DR = REFERENCE MARK DISK
 GZ1251_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GZ1251_SP_SET: CONCRETE DRIVE
 GZ1251_STAMPING: ASBURY NO 2 1935 920.159
 GZ1251_MARK LOGO: CGS   
 GZ1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1251
 GZ1251  HISTORY     - Date     Condition        Report By
 GZ1251  HISTORY     - 1935     MONUMENTED       CGS
 GZ1251  HISTORY     - 1950     GOOD             NGS
 GZ1251  HISTORY     - 1958     GOOD             NGS
 GZ1251  HISTORY     - 1985     GOOD             NGS
 GZ1251
 GZ1251                          STATION DESCRIPTION
 GZ1251
 GZ1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1251'AT WILMORE.
 GZ1251'AT WILMORE, ON ASBURY CAMPUS GROUNDS, 38 FEET SOUTH OF THE SOUTH
 GZ1251'CORNER OF THE MENS DORMITORY, 110 FEET NORTHEAST AND ACROSS
 GZ1251'STREET FROM THE NORTH CORNER OF A NEW BRICK DORMITORY, 70 FEET
 GZ1251'NORTHEAST OF THE CENTER LINE OF A STREET, 3 FEET NORTHWEST
 GZ1251'OF A 15-INCH ELM TREE, 176 FEET SOUTHEAST OF THE SOUTH LEG OF
 GZ1251'WATER TANK, 0.8 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF A
 GZ1251'CONCRETE DRIVE, 183 FEET SOUTHEAST OF THE STATION MARK AND
 GZ1251'DRILLED IN CONCRETE DRIVE.
 GZ1251
 GZ1251                          STATION RECOVERY (1958)
 GZ1251
 GZ1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1251'RECOVERED IN GOOD CONDITION.
 GZ1251
 GZ1251                          STATION RECOVERY (1985)
 GZ1251
 GZ1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1640 ***********************************************************************
 HA1640  DESIGNATION -  ASHER LOOKOUT TOWER
 HA1640  PID         -  HA1640
 HA1640  STATE/COUNTY-  KY/CALDWELL
 HA1640  USGS QUAD   -  OLNEY (1967)
 HA1640
 HA1640                         *CURRENT SURVEY CONTROL
 HA1640  ___________________________________________________________________
 HA1640* NAD 83(1993)-  37 13 05.35305(N)    087 50 44.36271(W)     ADJUSTED  
 HA1640* NAVD 88     -                                                        
 HA1640  ___________________________________________________________________
 HA1640  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 HA1640  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 HA1640
 HA1640  HORZ ORDER  -  THIRD
 HA1640
 HA1640.The horizontal coordinates were established by classical geodetic methods
 HA1640.and adjusted by the National Geodetic Survey in December 1995..
 HA1640
 HA1640
 HA1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1640
 HA1640.The geoid height was determined by GEOID03.
 HA1640
 HA1640;                    North         East     Units Scale Factor Converg.
 HA1640;SPC KY1Z     - 1,100,289.465 1,314,017.524   MT  0.99997047   -1 17 11.9
 HA1640;SPC KY1Z     - 3,609,866.35  4,311,072.49   sFT  0.99997047   -1 17 11.9
 HA1640;SPC KY S     -   600,254.572   314,021.428   MT  0.99994744   -1 16 15.4
 HA1640;SPC KY S     - 1,969,335.21  1,030,251.97   sFT  0.99994744   -1 16 15.4
 HA1640;UTM  16      - 4,119,408.222   424,971.596   MT  0.99966934   -0 30 41.5
 HA1640
 HA1640                          SUPERSEDED SURVEY CONTROL
 HA1640
 HA1640  NAD 83(1986)-  37 13 05.36190(N)    087 50 44.36570(W) AD(       ) 4
 HA1640  NAD 27      -  37 13 05.19293(N)    087 50 44.31916(W) AD(       ) 3
 HA1640
 HA1640.Superseded values are not recommended for survey control.
 HA1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1640.See file dsdata.txt to determine how the superseded data were derived.
 HA1640
 HA1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2497219408(NAD 83)
 HA1640_MARKER: 57 = LOOKOUT TOWER
 HA1640
 HA1640  HISTORY     - Date     Condition        Report By
 HA1640  HISTORY     - 1962     FIRST OBSERVED   CGS
 HA1640
 HA1640                          STATION DESCRIPTION
 HA1640
 HA1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1640'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED ABOUT
 HA1640'7-1/2 MILES NORTH-NORTHEAST OF PRINCETON, ABOUT 7-1/2 MILES
 HA1640'SOUTHWEST OF DALTON.  IT IS A 4 LEGGED STEEL STRUCTURE WITH A METAL
 HA1640'OBSERVATION ROOM AT THE TOP.  THE OVERALL HEIGHT IS 80 FEET.
 HA1640'
 HA1640'TO REACH FROM THE NORTH SIDE OF THE SQUARE IN PRINCETON, GO NORTH ON
 HA1640'U.S. HIGHWAY 62 (NORTH JEFFERSON STREET) FOR 0.3 MILE TO THE
 HA1640'JUNCTION WITH STATE HIGHWAY 293.  CONTINUE NORTH ON STATE HIGHWAY 293
 HA1640'FOR 4.25 MILES TO A SIDE ROAD LEFT (STATE HIGHWAY 1119).
 HA1640'CONTINUE NORTH ON STATE HIGHWAY 293 FOR 3.75 MILES TO A GARAGE ON THE
 HA1640'LEFT, A SIDE ROAD RIGHT AND THE LOOKOUT TOWER ABOUT 50 YARDS ON
 HA1640'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2535 ***********************************************************************
 HY2535  CBN         -  This is a Cooperative Base Network Control Station.
 HY2535  PACS        -  This is a Primary Airport Control Station.
 HY2535  DESIGNATION -  ASHPORT
 HY2535  PID         -  HY2535
 HY2535  STATE/COUNTY-  KY/GREENUP
 HY2535  USGS QUAD   -  IRONTON (1987)
 HY2535
 HY2535                         *CURRENT SURVEY CONTROL
 HY2535  ___________________________________________________________________
 HY2535* NAD 83(1993)-  38 33 14.72543(N)    082 44 15.72697(W)     ADJUSTED  
 HY2535* NAVD 88     -       165.64   (meters)     543.4    (feet)  GPS OBS   
 HY2535  ___________________________________________________________________
 HY2535  X           -     631,355.740 (meters)                     COMP
 HY2535  Y           -  -4,954,366.979 (meters)                     COMP
 HY2535  Z           -   3,953,809.453 (meters)                     COMP
 HY2535  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 HY2535  ELLIP HEIGHT-         132.76  (meters)          (11/03/04) GPS OBS
 HY2535  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY2535
 HY2535  HORZ ORDER  -  B
 HY2535  ELLP ORDER  -  THIRD     CLASS I
 HY2535
 HY2535.This mark is at Ashland-Boyd County Airport (DWU)
 HY2535
 HY2535.The horizontal coordinates were established by GPS observations
 HY2535.and adjusted by the National Geodetic Survey in January 1997..
 HY2535
 HY2535.The orthometric height was determined by GPS observations and a
 HY2535.high-resolution geoid model.
 HY2535
 HY2535.GPS derived orthometric heights for airport stations designated as
 HY2535.PACS or SACS are published to 2 decimal places.  This maintains
 HY2535.centimeter relative accuracy between the PACS and SACS.  It does
 HY2535.not indicate centimeter accuracy relative to other marks which are
 HY2535.part of the NAVD 88 network.
 HY2535
 HY2535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY2535
 HY2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2535
 HY2535.The ellipsoidal height was determined by GPS observations
 HY2535.and is referenced to NAD 83.
 HY2535
 HY2535.The geoid height was determined by GEOID03.
 HY2535
 HY2535;                    North         East     Units Scale Factor Converg.
 HY2535;SPC KY1Z     - 1,250,709.110 1,762,522.254   MT  0.99997481   +1 50 58.0
 HY2535;SPC KY1Z     - 4,103,368.14  5,782,541.76   sFT  0.99997481   +1 50 58.0
 HY2535;SPC KY N     -   118,083.648   631,812.456   MT  0.99996322   +0 56 26.7
 HY2535;SPC KY N     -   387,412.77  2,072,871.37   sFT  0.99996322   +0 56 26.7
 HY2535;SPC OH S     -    61,539.938   579,279.313   MT  1.00004006   -0 09 03.0
 HY2535;UTM  17      - 4,268,726.716   348,584.237   MT  0.99988234   -1 04 59.6
 HY2535
 HY2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2535!SPC KY1Z     -   0.99997917  x   0.99997481  =   0.99995398
 HY2535!SPC KY N     -   0.99997917  x   0.99996322  =   0.99994239
 HY2535!SPC OH S     -   0.99997917  x   1.00004006  =   1.00001923
 HY2535!UTM  17      -   0.99997917  x   0.99988234  =   0.99986151
 HY2535
 HY2535|---------------------------------------------------------------------|
 HY2535| PID    Reference Object                     Distance      Geod. Az  |
 HY2535|                                                           dddmmss.s |
 HY2535| AE2582 G 33                                282.328 METERS 10706     |
 HY2535| HY2536 ASHPORT AZ MK                       APPROX. 0.9 KM 2784749.0 |
 HY2535|---------------------------------------------------------------------|
 HY2535
 HY2535                          SUPERSEDED SURVEY CONTROL
 HY2535
 HY2535  ELLIP H (01/09/97)  132.76   (m)                       GP(       ) 2 1
 HY2535  NAD 83(1993)-  38 33 14.72793(N)    082 44 15.72710(W) AD(       ) 3
 HY2535  ELLIP H (12/20/95)  132.73   (m)                       GP(       ) 4 1
 HY2535  NAD 83(1986)-  38 33 14.73617(N)    082 44 15.73150(W) AD(       ) 3
 HY2535  NGVD 29 (11/06/89)  166.0    (m)          545.     (f) GPS OBS        
 HY2535
 HY2535.Superseded values are not recommended for survey control.
 HY2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2535.See file dsdata.txt to determine how the superseded data were derived.
 HY2535
 HY2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC4858468727(NAD 83)
 HY2535_MARKER: I = METAL ROD
 HY2535_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HY2535_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HY2535_STAMPING: ASHPORT 1989
 HY2535_MARK LOGO: NGS   
 HY2535_PROJECTION: FLUSH
 HY2535_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY2535+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2002
 HY2535_ROD/PIPE-DEPTH: 8.9  meters
 HY2535_SLEEVE-DEPTH  : 0.3 meters
 HY2535
 HY2535  HISTORY     - Date     Condition        Report By
 HY2535  HISTORY     - 1989     MONUMENTED       NGS
 HY2535  HISTORY     - 19900914 GOOD             NGS
 HY2535  HISTORY     - 19951011 GOOD             LOWE
 HY2535  HISTORY     - 19960907 GOOD             NGS
 HY2535  HISTORY     - 20021117 GOOD             WOOLPT
 HY2535
 HY2535                          STATION DESCRIPTION
 HY2535
 HY2535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HY2535'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTHWEST OF ASHLAND,
 HY2535'9.7 KM (6.05 MI) EAST OF GREENUP, 1.61 KM (1.00 MI) NORTH OF US
 HY2535'HIGHWAY 23 AND AT THE ASHLAND-BOYD COUNTY AIRPORT.  THE STATION IS
 HY2535'NORTHEAST OF THE AIRPORT OFFICE NEXT TO A RAMP LEADING TO RUNWAY.
 HY2535'OWNERSHIP--CITY OF ASHLAND, P.O. BOX 403, WORTHINGTON, KY 41183.
 HY2535'AIRPORT MANAGER IS JERRY NESBITT, PHONE 606-836-5842.
 HY2535'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 23 AND STATE ROAD
 HY2535'750 IN RACELAND, DRIVE NORTH FOR 0.84 KM (0.50 MI) ON STATE ROAD 750,
 HY2535'POND RUN ROAD, PASSING UNDERNEATH TWO RAILROAD BRIDGES TO A PAVED ROAD
 HY2535'LEFT.  TURN LEFT AND DRIVE NORTHWEST FOR 0.20 KM (0.10 MI) ON CENTER
 HY2535'STREET TO A DEAD END AND THE WORTHINGTON ELEMENTARY SCHOOL STRAIGHT
 HY2535'AHEAD.  TURN LEFT AND DRIVE WESTERLY FOR 0.9 KM (0.55 MI) ON SCOTT
 HY2535'STREET TO THE AIRPORT ENTRANCE ON THE RIGHT.  FROM THE ENTRANCE, DRIVE
 HY2535'NORTH FOR 0.23 KM (0.15 MI) THROUGH A CHAIN LINK FENCE TO THE AIRPORT
 HY2535'FUELING RAMP.  CONTINUE TO THE AIRPORT TAXIWAY AND THE STATION ON THE
 HY2535'LEFT.
 HY2535'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 HY2535'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 HY2535'PIPE AND SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP
 HY2535'STAMPED---ASHPORT 1989---, FLUSH WITH THE GROUND AND SURROUNDED BY
 HY2535'CONCRETE.  LOCATED 41.0 M (134.5 FT) SOUTH FROM THE CENTERLINE OF
 HY2535'RUNWAY, 19.8 M (65.0 FT) NORTH FROM CENTERLINE OF TAXIWAY, 10.2 M
 HY2535'(33.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A 2 X 2 FOOT CONCRETE
 HY2535'AND METAL JUNCTION BOX COVER THAT IS FLUSH WITH THE GROUND AND 8.1 M
 HY2535'(26.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A 3 X 4 FOOT CONCRETE
 HY2535'CATCH BASIN. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 HY2535'CAP.
 HY2535'DESCRIBED BY M.J. WELLSLAGER.
 HY2535
 HY2535                          STATION RECOVERY (1990)
 HY2535
 HY2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HY2535'THE STATION IS LOCATED S OF THE RUNWAY AND N OF THE PARALLEL TAXIWAY
 HY2535'ABOUT CENTERFIELD JUST N OF THE RAMP.  THE STATION IS 134.5 FT (41.0
 HY2535'M) S FROM THE CENTERLINE OF THE RUNWAY, 65.0 FT (19.8 M) N FROM THE
 HY2535'CENTERLINE OF THE PARALLEL TAXIWAY, 33.5 FT (10.2 M) NW OF THE NW
 HY2535'CORNER OF A 2X2 CONCRETE AND METAL JUNCTION BOX COVER THAT IS FLUSH
 HY2535'WITH THE GROUND, AND 26.6 FT (8.1 M) SE OF THE SE CORNER OF A 3X4
 HY2535'CONCRETE DRAIN.  THE STATION IS A STANDARD NGS DEEP ROD MARK WITH
 HY2535'ACCESS COVER STAMPED ASHPORT 1989, SET FLUSH WITH THE GROUND.
 HY2535'NOTE-SLEEVE IS 0.9-METER LONG AND USED FOR HORIZONTAL STABILITY ONLY.
 HY2535'THIS IS A CLASS B MARK.
 HY2535
 HY2535                          STATION RECOVERY (1995)
 HY2535
 HY2535'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 HY2535'RECOVERED AS DESCRIBED, STATION HAS BEEN DESIGNATED AS A PRIMARY
 HY2535'AIRPORT CONTROL STATION (PACS) .
 HY2535
 HY2535                          STATION RECOVERY (1996)
 HY2535
 HY2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 HY2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW) .  RECOVERED AS
 HY2535'DESCRIBED WITH CHANGES AND NEW TO REACH FOLLOWING.  AIRPORT MANAGER
 HY2535'RANDY BROWN, 501 SCOTT STREET, WORTHINGTON KY 41183.  PHONE
 HY2535'606-836-1162.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  ROUTE
 HY2535'23 AND THE NORTHWEST TERMINUS OF STATE ROUTE 750 (POND RUN ROAD) , GO
 HY2535'NORTH THEN NORTHWEST THEN NORTH AGAIN ON POND RUN ROAD FOR A TOTAL OF
 HY2535'0.9 KM (0.55 MI) PASSING GREENUP AVENUE (OLD U.S.  23) AND THE INITIAL
 HY2535'POINT OF STATE ROUTE 244 AT 0.16 KM (0.10 MI) , AND PASSING UNDER
 HY2535'THREE RAILROAD BRIDGES TO A PAVED STREET LEFT AFTER THE THIRD BRIDGE
 HY2535'AND AT THE END OF POND RUN ROAD (S.R.  244 CONTINUES AHEAD RIGHT ON
 HY2535'STEWART STREET) .  TURN LEFT AND GO WEST THEN NORTHWEST ON CENTER
 HY2535'STREET FOR 0.16 KM (0.10 MI) TO THE TERMINUS OF CENTER STREET AND THE
 HY2535'WORTHINGTON ELEMENTARY SCHOOL AHEAD.  TURN LEFT AND GO WEST THEN
 HY2535'NORTHWEST FOR 0.9 KM (0.55 MI) ON SCOTT STREET TO THE GENERAL AVIATION
 HY2535'GATE TO THE AIRPORT ON RIGHT.  TURN RIGHT AND GO NORTHERLY FOR 0.08 KM
 HY2535'(0.05 MI) , BEARING LEFT THROUGH A PARKING AREA TO A GATE AHEAD AND
 HY2535'THE AIRPORT OFFICE ON RIGHT.  PASS THROUGH THE GATE AND CONTINUE AHEAD
 HY2535'NORTHERLY FOR 0.05 MI (0.08 KM) TO A PARALLEL TAXIWAY AND THE STATION
 HY2535'AHEAD ON LEFT.  1989 TIES ARE ADEQUATE, ADDING THE STATION IS LOCATED
 HY2535'43.0 M (141.1 FT) WEST OF A CONNECTOR TAXI CENTER.  THIS IS A PRIMARY
 HY2535'AIRPORT CONTROL STATION (PACS) .
 HY2535
 HY2535                          STATION RECOVERY (2002)
 HY2535
 HY2535'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 HY2535'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2536 ***********************************************************************
 HY2536  SACS        -  This is a Secondary Airport Control Station.
 HY2536  DESIGNATION -  ASHPORT AZ MK
 HY2536  PID         -  HY2536
 HY2536  STATE/COUNTY-  KY/GREENUP
 HY2536  USGS QUAD   -  IRONTON (1987)
 HY2536
 HY2536                         *CURRENT SURVEY CONTROL
 HY2536  ___________________________________________________________________
 HY2536* NAD 83(1993)-  38 33 18.96267(N)    082 44 50.60831(W)     ADJUSTED  
 HY2536* NAVD 88     -       165.54   (meters)     543.1    (feet)  GPS OBS   
 HY2536  ___________________________________________________________________
 HY2536  X           -     630,507.611 (meters)                     COMP
 HY2536  Y           -  -4,954,392.823 (meters)                     COMP
 HY2536  Z           -   3,953,911.574 (meters)                     COMP
 HY2536  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 HY2536  ELLIP HEIGHT-         132.67  (meters)          (01/09/97) GPS OBS
 HY2536  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY2536
 HY2536  HORZ ORDER  -  FIRST
 HY2536  ELLP ORDER  -  SECOND    CLASS I
 HY2536
 HY2536.This mark is at Ashland-Boyd County Airport (DWU)
 HY2536
 HY2536.The horizontal coordinates were established by GPS observations
 HY2536.and adjusted by the National Geodetic Survey in January 1997..
 HY2536
 HY2536.The orthometric height was determined by GPS observations and a
 HY2536.high-resolution geoid model.
 HY2536
 HY2536.GPS derived orthometric heights for airport stations designated as
 HY2536.PACS or SACS are published to 2 decimal places.  This maintains
 HY2536.centimeter relative accuracy between the PACS and SACS.  It does
 HY2536.not indicate centimeter accuracy relative to other marks which are
 HY2536.part of the NAVD 88 network.
 HY2536
 HY2536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY2536
 HY2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2536
 HY2536.The ellipsoidal height was determined by GPS observations
 HY2536.and is referenced to NAD 83.
 HY2536
 HY2536.The geoid height was determined by GEOID03.
 HY2536
 HY2536;                    North         East     Units Scale Factor Converg.
 HY2536;SPC KY1Z     - 1,250,812.483 1,761,673.922   MT  0.99997505   +1 50 36.5
 HY2536;SPC KY1Z     - 4,103,707.29  5,779,758.53   sFT  0.99997505   +1 50 36.5
 HY2536;SPC KY N     -   118,200.461   630,965.880   MT  0.99996325   +0 56 05.0
 HY2536;SPC KY N     -   387,796.01  2,070,093.89   sFT  0.99996325   +0 56 05.0
 HY2536;SPC OH S     -    61,672.868   578,435.051   MT  1.00003977   -0 09 25.1
 HY2536;UTM  17      - 4,268,873.344   347,742.382   MT  0.99988549   -1 05 21.5
 HY2536
 HY2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2536!SPC KY1Z     -   0.99997918  x   0.99997505  =   0.99995423
 HY2536!SPC KY N     -   0.99997918  x   0.99996325  =   0.99994243
 HY2536!SPC OH S     -   0.99997918  x   1.00003977  =   1.00001895
 HY2536!UTM  17      -   0.99997918  x   0.99988549  =   0.99986468
 HY2536
 HY2536:                Primary Azimuth Mark                     Grid Az
 HY2536:SPC KY1Z     -  ASHPORT                                  096 56 50.8
 HY2536:SPC KY N     -  ASHPORT                                  097 51 22.3
 HY2536:SPC OH S     -  ASHPORT                                  098 56 52.4
 HY2536:UTM  17      -  ASHPORT                                  099 52 48.8
 HY2536
 HY2536|---------------------------------------------------------------------|
 HY2536| PID    Reference Object                     Distance      Geod. Az  |
 HY2536|                                                           dddmmss.s |
 HY2536| HY2535 ASHPORT                             APPROX. 0.9 KM 0984727.3 |
 HY2536|---------------------------------------------------------------------|
 HY2536
 HY2536                          SUPERSEDED SURVEY CONTROL
 HY2536
 HY2536  NAD 83(1993)-  38 33 18.96570(N)    082 44 50.60850(W) AD(       ) 3
 HY2536  ELLIP H (12/20/95)  132.62   (m)                       GP(       ) 4 1
 HY2536  NAD 83(1986)-  38 33 18.97379(N)    082 44 50.61288(W) AD(       ) 3
 HY2536  NGVD 29 (11/06/89)  165.9    (m)          544.     (f) GPS OBS        
 HY2536
 HY2536.Superseded values are not recommended for survey control.
 HY2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2536.See file dsdata.txt to determine how the superseded data were derived.
 HY2536
 HY2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC4774268873(NAD 83)
 HY2536_MARKER: I = METAL ROD
 HY2536_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HY2536_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HY2536_STAMPING: ASHPORT AZ MK 1989
 HY2536_MARK LOGO: NGS   
 HY2536_PROJECTION: FLUSH
 HY2536_MAGNETIC: I = MARKER IS A STEEL ROD
 HY2536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY2536+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1996
 HY2536_ROD/PIPE-DEPTH:  3.4 meters
 HY2536_SLEEVE-DEPTH  :  0.3 meters
 HY2536
 HY2536  HISTORY     - Date     Condition        Report By
 HY2536  HISTORY     - 1989     MONUMENTED       NGS
 HY2536  HISTORY     - 19900914 GOOD             NGS
 HY2536  HISTORY     - 19951011 GOOD             LOWE
 HY2536  HISTORY     - 19960907 GOOD             NGS
 HY2536
 HY2536                          STATION DESCRIPTION
 HY2536
 HY2536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HY2536'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTHWEST OF ASHLAND,
 HY2536'9.7 KM (6.05 MI) EAST OF GREENUP, 1.61 KM (1.00 MI) NORTH OF US
 HY2536'HIGHWAY 23 AND AT THE ASHLAND-BOYD COUNTY AIRPORT.  OWNERSHIP--CITY OF
 HY2536'ASHLAND, P.O. BOX 403, WORTHINGTON, KY 41183.  AIRPORT MANAGER IS
 HY2536'JERRY NESBITT, PHONE 606-836-5842.
 HY2536'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 23 AND STATE ROAD
 HY2536'750 IN RACELAND, DRIVE NORTH FOR 0.84 KM (0.50 MI) ON STATE ROAD 750,
 HY2536'POND RUN ROAD, PASSING UNDERNEATH TWO RAILROAD BRIDGES TO A PAVED ROAD
 HY2536'LEFT.  TURN LEFT AND DRIVE NORTHWEST FOR 0.20 KM (0.10 MI) ON CENTER
 HY2536'STREET TO A DEAD END AND THE WORTHINGTON ELEMENTARY SCHOOL STRAIGHT
 HY2536'AHEAD.  TURN LEFT AND DRIVE WESTERLY FOR 0.9 KM (0.55 MI) ON SCOTT
 HY2536'STREET TO THE AIRPORT ENTRANCE RIGHT.  FROM THE ENTRANCE, DRIVE NORTH
 HY2536'FOR 0.23 KM (0.15 MI) THROUGH A CHAIN LINK FENCE TO THE AIRPORT
 HY2536'FUELING RAMP AND TAXIWAY.  DRIVE WEST ALONG TAXIWAY FOR 0.86 KM
 HY2536'(0.55 MI) TO THE MARK.
 HY2536'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 HY2536'INTO THE GROUND AND ENCASED IN A 3 FOOT LONG GREASE FILLED PVC PIPE
 HY2536'THAT IS SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP
 HY2536'STAMPED---ASHPORT AZ MK 1989---, FLUSH WITH THE GROUND AND SURROUNDED
 HY2536'BY CONCRETE.  LOCATED 32.0 M (105.0 FT) SOUTH FROM CENTERLINE OF THE
 HY2536'RUNWAY, 28.6 M (93.8 FT) NORTH FROM THE CENTERLINE OF TAXIWAY, 15.2 M
 HY2536'(49.9 FT) EAST FROM THE NORTHWEST CORNER OF A 3 X 4 FOOT CONCRETE
 HY2536'CATCH BASIN AND 12.8 M (42.0 FT) SOUTH FROM THE SOUTH FACE OF A SQUARE
 HY2536'BOX SIGN INDICATING TAXIWAY.  NOTE--ACCESS TO DATUM POINT IS HAD
 HY2536'THROUGH A 5-INCH LOGO CAP.
 HY2536'DESCRIBED BY M.J. WELLSLAGER.
 HY2536
 HY2536                          STATION RECOVERY (1990)
 HY2536
 HY2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HY2536'THE STATION IS LOCATED AT THE W END OF THE FIELD IN THE GRASSY AREA
 HY2536'BETWEEN THE RUNWAY TO THE NORTH AND THE PARALLEL TAXIWAY TO THE SOUTH.
 HY2536'THE STATION IS 105.0 FT (32.0 M) S FROM THE CENTERLINE OF THE RUNWAY,
 HY2536'93.8 FT (28.6 M) N FROM THE CENTERLINE OF THE TAXIWAY, 49.9 FT (15.2
 HY2536'M) W FROM THE NW CORNER OF A 3X4 CONCRETE DRAIN, AND 42.0 FT (12.8 M)
 HY2536'S FROM THE S FACE OF A T SIGN.  THE STATION IS A STANDARD NGS DEEP ROD
 HY2536'MARK WITH ACCESS COVER STAMPED ASHPORT 1989, SET FLUSH WITH THE
 HY2536'GROUND.
 HY2536
 HY2536                          STATION RECOVERY (1995)
 HY2536
 HY2536'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 HY2536'RECOVERED AS DESCRIBED, STATION HAS BEEN DESIGNATED AS A SECONDARY
 HY2536'AIRPORT CONTROL STATION (SACS) .
 HY2536
 HY2536                          STATION RECOVERY (1996)
 HY2536
 HY2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 HY2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW) .  RECOVERED AS
 HY2536'DESCRIBED WITH CHANGES AND NEW TO REACH FOLLOWING.  AIRPORT MANAGER
 HY2536'RANDY BROWN, 501 SCOTT STREET, WORTHINGTON KY 41183.  PHONE
 HY2536'606-836-1162.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  ROUTE
 HY2536'23 AND THE NORTHWEST TERMINUS OF STATE ROUTE 750 (POND RUN ROAD) , GO
 HY2536'NORTH THEN NORTHWEST THEN NORTH AGAIN ON POND RUN ROAD FOR A TOTAL OF
 HY2536'0.9 KM (0.55 MI) PASSING GREENUP AVENUE (OLD U.S.  23) AND THE INITIAL
 HY2536'POINT OF STATE ROUTE 244 AT 0.16 KM (0.10 MI) , AND PASSING UNDER
 HY2536'THREE RAILROAD BRIDGES TO A PAVED STREET LEFT AFTER THE THIRD BRIDGE
 HY2536'AND AT THE END OF POND RUN ROAD (S.R.  244 CONTINUES AHEAD RIGHT ON
 HY2536'STEWART STREET) .  TURN LEFT AND GO WEST THEN NORTHWEST ON CENTER
 HY2536'STREET FOR 0.16 KM (0.10 MI) TO THE TERMINUS OF CENTER STREET AND THE
 HY2536'WORTHINGTON ELEMENTARY SCHOOL AHEAD.  TURN LEFT AND GO WEST THEN
 HY2536'NORTHWEST FOR 0.9 KM (0.55 MI) ON SCOTT STREET TO THE GENERAL AVIATION
 HY2536'GATE TO THE AIRPORT ON RIGHT.  TURN RIGHT AND GO NORTHERLY FOR 0.08 KM
 HY2536'(0.05 MI) , BEARING LEFT THROUGH A PARKING AREA TO A GATE AHEAD AND
 HY2536'THE AIRPORT OFFICE ON RIGHT.  PASS THROUGH THE GATE AND CONTINUE AHEAD
 HY2536'NORTHERLY FOR 0.05 MI (0.08 KM) TO A PARALLEL TAXIWAY.  TURN LEFT AND
 HY2536'GO 0.86 KM (0.55 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON RIGHT.
 HY2536'1989 TIES ARE ADEQUATE WITH THE FOLLOWING CORRECTIONS THAT THE STATION
 HY2536'IS LOCATED 28.8 M (94.5 FT) NORTH FROM THE EXTENDED PARALLEL TAXI
 HY2536'CENTER, 15.2 M (49.9 FT) WEST OF THE NORTHWEST CORNER OF A CATCH
 HY2536'BASIN.  THE STATION IS LOCATED 14.8 M (48.6 FT) EAST FROM THE
 HY2536'NORTHERNMOST TAXIWAY LIGHT EAST OF THE CONNECTOR TAXI.  THIS IS A
 HY2536'SECONDARY AIRPORT CONTROL STATION (SACS.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2918 ***********************************************************************
 GZ2918  DESIGNATION -  ATHENS
 GZ2918  PID         -  GZ2918
 GZ2918  STATE/COUNTY-  KY/FAYETTE
 GZ2918  USGS QUAD   -  COLETOWN (1993)
 GZ2918
 GZ2918                         *CURRENT SURVEY CONTROL
 GZ2918  ___________________________________________________________________
 GZ2918* NAD 83(1993)-  37 57 33.26431(N)    084 24 55.94106(W)     ADJUSTED  
 GZ2918* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 GZ2918  ___________________________________________________________________
 GZ2918  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 GZ2918  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GZ2918
 GZ2918  HORZ ORDER  -  THIRD
 GZ2918
 GZ2918.The horizontal coordinates were established by classical geodetic methods
 GZ2918.and adjusted by the National Geodetic Survey in December 1995..
 GZ2918
 GZ2918.The orthometric height was scaled from a topographic map.
 GZ2918
 GZ2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2918
 GZ2918.The geoid height was determined by GEOID03.
 GZ2918
 GZ2918;                    North         East     Units Scale Factor Converg.
 GZ2918;SPC KY1Z     - 1,181,285.543 1,617,258.799   MT  0.99990598   +0 49 09.5
 GZ2918;SPC KY1Z     - 3,875,600.99  5,305,956.58   sFT  0.99990598   +0 49 09.5
 GZ2918;SPC KY N     -    50,987.153   485,452.234   MT  1.00000113   -0 06 10.7
 GZ2918;SPC KY N     -   167,280.35  1,592,687.87   sFT  1.00000113   -0 06 10.7
 GZ2918;UTM  16      - 4,204,443.706   727,053.203   MT  1.00023499   +1 35 25.4
 GZ2918
 GZ2918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2918!SPC KY1Z     -   0.99995497  x   0.99990598  =   0.99986095
 GZ2918!SPC KY N     -   0.99995497  x   1.00000113  =   0.99995610
 GZ2918!UTM  16      -   0.99995497  x   1.00023499  =   1.00018995
 GZ2918
 GZ2918|---------------------------------------------------------------------|
 GZ2918| PID    Reference Object                     Distance      Geod. Az  |
 GZ2918|                                                           dddmmss.s |
 GZ2918| DB8660 ATHENS RM 1                          23.204 METERS 06846     |
 GZ2918| DB8661 ATHENS RM 2                          23.333 METERS 15008     |
 GZ2918| GZ2923 NO 212 KYGS 1951                     30.420 METERS 22534     |
 GZ2918| DB8659 ATHENS AZ MK                                       3321203.3 |
 GZ2918|---------------------------------------------------------------------|
 GZ2918
 GZ2918                          SUPERSEDED SURVEY CONTROL
 GZ2918
 GZ2918  NAD 83(1986)-  37 57 33.27094(N)    084 24 55.94669(W) AD(       ) 3
 GZ2918  NAD 27      -  37 57 32.99000(N)    084 24 56.17800(W) AD(       ) 3
 GZ2918
 GZ2918.Superseded values are not recommended for survey control.
 GZ2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2918.See file dsdata.txt to determine how the superseded data were derived.
 GZ2918
 GZ2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2705304444(NAD 83)
 GZ2918_MARKER: DS = TRIANGULATION STATION DISK
 GZ2918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2918
 GZ2918  HISTORY     - Date     Condition        Report By
 GZ2918  HISTORY     - 1951     MONUMENTED       CGS
 GZ2918  HISTORY     - 1957     GOOD             CGS
 GZ2918  HISTORY     - 1965     GOOD             CGS
 GZ2918
 GZ2918                          STATION DESCRIPTION
 GZ2918
 GZ2918'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2918'THE STATION IS LOCATED ABOUT 12 MILES WEST OF WINCHESTER AND 7 MILES
 GZ2918'SOUTHEAST OF LEXINGTON.  IT IS 144 FEET NORTHEAST OF THE
 GZ2918'INTERSECTION OF U.S. HIGHWAY 25 AND A PAVED T ROAD EAST
 GZ2918'(ATHENS-WALNUT ROAD), 113 FEET EAST OF THE CENTER OF HIGHWAY 25,
 GZ2918'49 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME BUILDING, 3 FEET
 GZ2918'WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.
 GZ2918'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 GZ2918'STAMPED ATHENS 1951.
 GZ2918'
 GZ2918'REFERENCE MARK NO. 1 IS 91 FEET NORTH OF THE CENTER OF ATHENS-WALNUT
 GZ2918'ROAD AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 GZ2918'DISK IS STAMPED ATHENS NO 1 1951.
 GZ2918'
 GZ2918'REFERENCE MARK NO. 2 IS 32 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GZ2918'THE FRAME BUILDING, 19 FEET NORTH OF THE ATHENS- WALNUT ROAD AND
 GZ2918'10 FEET WEST OF A 12 INCH PEAR TREE.  THE MARK IS FLUSH WITH THE
 GZ2918'SURFACE OF THE GROUND AND THE DISK IS STAMPED ATHENS NO 2 1951.
 GZ2918'
 GZ2918'NO. 212 (KY GEOD S) IS 56 FEET NORTHEAST OF THE ROAD INTERSECTION, 19
 GZ2918'FEET EAST OF THE CENTER OF U.S. HIGHWAY 25 AND 6 FEET NORTHWEST OF
 GZ2918'A TELEPHONE POLE.  THE MARK IS A 4X4 INCH CONCRETE POST THAT PROJECTS
 GZ2918'ABOUT 4 INCHES. THE DISK IS A BRONZE U.S. COAST AND GEODETIC
 GZ2918'SURVEY AND STATE SURVEY DISK SET IN THE TOP OF THE CONCRETE POST AND
 GZ2918'IS STAMPED 212.
 GZ2918'
 GZ2918'AZIMUTH MARK IS 22 FEET EAST OF THE CENTER OF U.S. HIGHWAY 25, 3 FEET
 GZ2918'WEST OF A BOARD FENCE, 2 FEET SOUTHEAST OF A TELEPHONE POLE AND
 GZ2918'1 FOOT SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE
 GZ2918'GROUND AND THE DISK IS STAMPED ATHENS 1951.
 GZ2918'
 GZ2918'TO REACH THE STATION FROM THE FAYETTE COUNTY COURT HOUSE IN
 GZ2918'LEXINGTON, GO SOUTHEAST ON U.S. HIGHWAY 25 FOR 7.2 MILES TO THE
 GZ2918'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTHEAST ON HIGHWAY
 GZ2918'25 FOR 0.4 MILE TO A PAVED T ROAD LEFT AND THE STATION ON THE LEFT
 GZ2918'AS DESCRIBED.
 GZ2918'
 GZ2918'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GZ2918
 GZ2918                          STATION RECOVERY (1957)
 GZ2918
 GZ2918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 GZ2918'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 GZ2918'GOOD CONDITION.  NO. 212 (KY GEO SUR) WAS NOT RECOVERED.
 GZ2918'REFERENCE MARK 1 WAS FOUND LYING ON ITS SIDE AND THE DISK WAS
 GZ2918'REMOVED.
 GZ2918'
 GZ2918'THE AZIMUTH MARK IS ABOUT 100 FEET SOUTH OF AN ENTRANCE GATE TO A
 GZ2918'FARM AND 2 FEET SOUTHEAST OF POLE 178.
 GZ2918'
 GZ2918'THE DESCRIPTION IS ADEQUATE WITH THE CHANGES NOTED ABOVE.
 GZ2918
 GZ2918                          STATION RECOVERY (1965)
 GZ2918
 GZ2918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FWD)
 GZ2918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2030 ***********************************************************************
 HZ2030  DESIGNATION -  ATT MICROWAVE RELAY TOWER
 HZ2030  PID         -  HZ2030
 HZ2030  STATE/COUNTY-  KY/TRIMBLE
 HZ2030  USGS QUAD   -  BEDFORD (1984)
 HZ2030
 HZ2030                         *CURRENT SURVEY CONTROL
 HZ2030  ___________________________________________________________________
 HZ2030* NAD 83(1993)-  38 31 39.67604(N)    085 15 18.18773(W)     ADJUSTED  
 HZ2030* NAVD 88     -                                                        
 HZ2030  ___________________________________________________________________
 HZ2030  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HZ2030  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 HZ2030
 HZ2030  HORZ ORDER  -  THIRD
 HZ2030
 HZ2030.The horizontal coordinates were established by classical geodetic methods
 HZ2030.and adjusted by the National Geodetic Survey in April 1998..
 HZ2030
 HZ2030
 HZ2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2030
 HZ2030.The geoid height was determined by GEOID03.
 HZ2030
 HZ2030;                    North         East     Units Scale Factor Converg.
 HZ2030;SPC KY1Z     - 1,243,655.467 1,543,157.617   MT  0.99996946   +0 18 14.0
 HZ2030;SPC KY1Z     - 4,080,226.31  5,062,842.95   sFT  0.99996946   +0 18 14.0
 HZ2030;SPC KY N     -   114,548.877   412,365.107   MT  0.99996263   -0 37 30.8
 HZ2030;SPC KY N     -   375,815.77  1,352,901.19   sFT  0.99996263   -0 37 30.8
 HZ2030;UTM  16      - 4,265,808.679   652,102.801   MT  0.99988491   +1 05 13.6
 HZ2030
 HZ2030                          SUPERSEDED SURVEY CONTROL
 HZ2030
 HZ2030  NAD 83(1993)-  38 31 39.67601(N)    085 15 18.18782(W) AD(       ) 4
 HZ2030  NAD 83(1986)-  38 31 39.67961(N)    085 15 18.19525(W) AD(       ) 4
 HZ2030  NAD 27      -  38 31 39.45228(N)    085 15 18.35601(W) AD(       ) 3
 HZ2030
 HZ2030.Superseded values are not recommended for survey control.
 HZ2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2030.See file dsdata.txt to determine how the superseded data were derived.
 HZ2030
 HZ2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5210365809(NAD 83)
 HZ2030_MARKER: 55 = TOWER
 HZ2030
 HZ2030  HISTORY     - Date     Condition        Report By
 HZ2030  HISTORY     - 1964     FIRST OBSERVED   CGS
 HZ2030
 HZ2030                          STATION DESCRIPTION
 HZ2030
 HZ2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (HB)
 HZ2030'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF CAMPBELLSBURG, IN
 HZ2030'AN OPEN PASTURE ON THE SOUTH SIDE OF U.S. HIGHWAY 421. IT IS A
 HZ2030'TWIN 3 LEGGED STEEL STRUCTURE JOINED TOGETHER AT THE TOP BY STEEL
 HZ2030'BRACES, WITH 2 REFLECTORS ON TOP OF THE SOUTH TOWER, 2
 HZ2030'REFLECTORS ON TOP OF THE NORTH TOWER AND A FLASHING WARNING LIGHT ON
 HZ2030'TOP OF THE NORTH TOWER.  TOWERS ARE PAINTED ALTERNATELY
 HZ2030'ORANGE AND WHITE AND ARE APPROXIMATELY 200 FEET HIGH. POINT OBSERVED
 HZ2030'WAS THE CENTER OF WARNING LIGHT ON TOP OF THE NORTH TOWER.
 HZ2030'
 HZ2030'TO REACH FROM THE RAILROAD STATION IN CAMPBELLSBURG HENRY COUNTY, GO
 HZ2030'NORTHWEST ON U.S. HIGHWAY 421 FOR 3.1 MILES TO A GRAVEL DRIVE LEFT
 HZ2030'AT METAL GATE, TURN LEFT AND GO SOUTH FOR APPROXIMATELY 200 FEET TO
 HZ2030'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2794 ***********************************************************************
 GZ2794  DESIGNATION -  ATTILLA
 GZ2794  PID         -  GZ2794
 GZ2794  STATE/COUNTY-  KY/LARUE
 GZ2794  USGS QUAD   -  HOWARDSTOWN (1987)
 GZ2794
 GZ2794                         *CURRENT SURVEY CONTROL
 GZ2794  ___________________________________________________________________
 GZ2794* NAD 83(1993)-  37 30 07.17480(N)    085 30 29.47490(W)     ADJUSTED  
 GZ2794* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 GZ2794  ___________________________________________________________________
 GZ2794  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 GZ2794  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 GZ2794
 GZ2794  HORZ ORDER  -  THIRD
 GZ2794
 GZ2794.The horizontal coordinates were established by classical geodetic methods
 GZ2794.and adjusted by the National Geodetic Survey in December 1995..
 GZ2794
 GZ2794.The orthometric height was scaled from a topographic map.
 GZ2794
 GZ2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2794
 GZ2794.The geoid height was determined by GEOID03.
 GZ2794
 GZ2794;                    North         East     Units Scale Factor Converg.
 GZ2794;SPC KY1Z     - 1,129,728.891 1,521,380.209   MT  0.99992617   +0 08 54.5
 GZ2794;SPC KY1Z     - 3,706,452.20  4,991,394.90   sFT  0.99992617   +0 08 54.5
 GZ2794;SPC KY S     -   629,719.217   521,380.713   MT  0.99994968   +0 08 47.9
 GZ2794;SPC KY S     - 2,066,003.80  1,710,563.22   sFT  0.99994968   +0 08 47.9
 GZ2794;UTM  16      - 4,151,607.660   631,861.809   MT  0.99981417   +0 54 30.0
 GZ2794
 GZ2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2794!SPC KY1Z     -   0.99995807  x   0.99992617  =   0.99988425
 GZ2794!SPC KY S     -   0.99995807  x   0.99994968  =   0.99990775
 GZ2794!UTM  16      -   0.99995807  x   0.99981417  =   0.99977225
 GZ2794
 GZ2794:                Primary Azimuth Mark                     Grid Az
 GZ2794:SPC KY1Z     -  WASH                                     102 44 52.0
 GZ2794:SPC KY S     -  WASH                                     102 44 58.6
 GZ2794:UTM  16      -  WASH                                     101 59 16.5
 GZ2794
 GZ2794|---------------------------------------------------------------------|
 GZ2794| PID    Reference Object                     Distance      Geod. Az  |
 GZ2794|                                                           dddmmss.s |
 GZ2794| GZ2734 WASH                                APPROX. 5.7 KM 1025346.5 |
 GZ2794| CG7063 ATTILLA RM 1                         21.708 METERS 16952     |
 GZ2794| CG7064 ATTILLA RM 2                         22.930 METERS 28014     |
 GZ2794|---------------------------------------------------------------------|
 GZ2794
 GZ2794                          SUPERSEDED SURVEY CONTROL
 GZ2794
 GZ2794  NAD 83(1986)-  37 30 07.18294(N)    085 30 29.48334(W) AD(       ) 3
 GZ2794  NAD 27      -  37 30 06.95200(N)    085 30 29.60200(W) AD(       ) 3
 GZ2794
 GZ2794.Superseded values are not recommended for survey control.
 GZ2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2794.See file dsdata.txt to determine how the superseded data were derived.
 GZ2794
 GZ2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG3186251608(NAD 83)
 GZ2794_MARKER: DS = TRIANGULATION STATION DISK
 GZ2794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2794
 GZ2794  HISTORY     - Date     Condition        Report By
 GZ2794  HISTORY     - 1951     MONUMENTED       CGS
 GZ2794
 GZ2794                          STATION DESCRIPTION
 GZ2794
 GZ2794'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2794'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF HODGENVILLE AND 14
 GZ2794'MILES NORTHWEST OF CAMPBELLSVILLE ON THE NORTHWEST END OF A LONG
 GZ2794'CURVED RIDGE. IT IS 34 FEET SOUTHWEST OF A TRIANGLE BLAZED TWIN OAK
 GZ2794'TREE, 21 FEET NORTHWEST OF AN 8-INCH SASSAFRAS TREE WITH A TRIANGLE
 GZ2794'BLAZE ON THE NORTHWEST SIDE AND 7 FEET NORTHEAST OF A WHITE WITNESS
 GZ2794'POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 GZ2794'ATTILLA 1951.
 GZ2794'
 GZ2794'REFERENCE MARK NO.1 IS 1 FOOT WEST OF A FENCE LINE. THE MARK PROJECTS
 GZ2794'ABOUT 4 INCHES AND THE DISK IS STAMPED ATTILLA NO 1 1951.
 GZ2794'
 GZ2794'REFERENCE MARK NO.2 IS 8 FEET SOUTH OF A 10-INCH CEDAR TREE. THE MARK
 GZ2794'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ATTILLA NO 2 1951.
 GZ2794'
 GZ2794'TT 51 AS (USGS) BM IS 15 FEET SOUTH OF CENTER OF A GRAVEL ROAD AND 2
 GZ2794'FEET SOUTHEAST OF A WHITE WITNESS POST. THE MARK IS AN 8-INCH
 GZ2794'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND THE DISK IS A
 GZ2794'STANDARD USGS BM DISK STAMPED TT 51 AS 1950 939 (ELEVATION ABOVE
 GZ2794'SEA LEVEL).
 GZ2794'
 GZ2794'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GZ2794'HIGHWAY 210, IN CAMPBELLSVILLE, GO NORTHWEST ON HIGHWAY 210 FOR
 GZ2794'14.4 MILES TO THE JUNCTION OF STATE HIGHWAY 462, TURN RIGHT ON
 GZ2794'HIGHWAY 462 AND GO NORTHEAST AND NORTH FOR 3.0 MILES TO A ROAD
 GZ2794'FORK, TURN LEFT AND GO 1.45 MILES TO A GATE ON LEFT*, TURN LEFT
 GZ2794'THROUGH GATE AND FOLLOW A FARM ROAD AROUND A BARN AND ALONG
 GZ2794'A WINDING RIDGE TO THE WEST AND NORTH FOR 0.2 MILE TO THE STATION AT
 GZ2794'THE NORTHWEST END OF RIDGE AS DESCRIBED.
 GZ2794'
 GZ2794'*TO REACH TT 51 AS (USGS) BM FROM THIS POINT, GO NORTH ON GRAVEL ROAD
 GZ2794'FOR 0.1 MILE TO THE MARK ON LEFT AS DESCRIBED.
 GZ2794'
 GZ2794'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2993 ***********************************************************************
 GZ2993  DESIGNATION -  ATWOOD
 GZ2993  PID         -  GZ2993
 GZ2993  STATE/COUNTY-  KY/CASEY
 GZ2993  USGS QUAD   -  ELLISBURG (1987)
 GZ2993
 GZ2993                         *CURRENT SURVEY CONTROL
 GZ2993  ___________________________________________________________________
 GZ2993* NAD 83(1993)-  37 23 35.71401(N)    084 59 14.83313(W)     ADJUSTED  
 GZ2993* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 GZ2993  ___________________________________________________________________
 GZ2993  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 GZ2993  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GZ2993
 GZ2993  HORZ ORDER  -  THIRD
 GZ2993
 GZ2993.The horizontal coordinates were established by classical geodetic methods
 GZ2993.and adjusted by the National Geodetic Survey in December 1995..
 GZ2993
 GZ2993.The orthometric height was scaled from a topographic map.
 GZ2993
 GZ2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2993
 GZ2993.The geoid height was determined by GEOID03.
 GZ2993
 GZ2993;                    North         East     Units Scale Factor Converg.
 GZ2993;SPC KY1Z     - 1,117,909.334 1,567,519.586   MT  0.99994027   +0 28 05.4
 GZ2993;SPC KY1Z     - 3,667,674.21  5,142,770.51   sFT  0.99994027   +0 28 05.4
 GZ2993;SPC KY S     -   617,896.455   567,519.986   MT  0.99994593   +0 27 44.8
 GZ2993;SPC KY S     - 2,027,215.29  1,861,938.49   sFT  0.99994593   +0 27 44.8
 GZ2993;UTM  16      - 4,140,399.289   678,151.751   MT  0.99999096   +1 13 21.0
 GZ2993
 GZ2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2993!SPC KY1Z     -   0.99994654  x   0.99994027  =   0.99988681
 GZ2993!SPC KY S     -   0.99994654  x   0.99994593  =   0.99989247
 GZ2993!UTM  16      -   0.99994654  x   0.99999096  =   0.99993750
 GZ2993
 GZ2993:                Primary Azimuth Mark                     Grid Az
 GZ2993:SPC KY1Z     -  ATWOOD AZ MK                             081 33 27.4
 GZ2993:SPC KY S     -  ATWOOD AZ MK                             081 33 48.0
 GZ2993:UTM  16      -  ATWOOD AZ MK                             080 48 11.8
 GZ2993
 GZ2993|---------------------------------------------------------------------|
 GZ2993| PID    Reference Object                     Distance      Geod. Az  |
 GZ2993|                                                           dddmmss.s |
 GZ2993| DB8664 ATWOOD AZ MK                                       0820132.8 |
 GZ2993| GZ0936 TT 18 AS                             45.634 METERS 12714     |
 GZ2993| DB8665 ATWOOD RM 1                          28.425 METERS 26202     |
 GZ2993| DB8666 ATWOOD RM 2                          28.697 METERS 32459     |
 GZ2993|---------------------------------------------------------------------|
 GZ2993
 GZ2993                          SUPERSEDED SURVEY CONTROL
 GZ2993
 GZ2993  NAD 83(1986)-  37 23 35.72366(N)    084 59 14.84306(W) AD(       ) 3
 GZ2993  NAD 27      -  37 23 35.46400(N)    084 59 15.00000(W) AD(       ) 3
 GZ2993
 GZ2993.Superseded values are not recommended for survey control.
 GZ2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2993.See file dsdata.txt to determine how the superseded data were derived.
 GZ2993
 GZ2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG7815240399(NAD 83)
 GZ2993_MARKER: DS = TRIANGULATION STATION DISK
 GZ2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2993
 GZ2993  HISTORY     - Date     Condition        Report By
 GZ2993  HISTORY     - 1951     MONUMENTED       CGS
 GZ2993
 GZ2993                          STATION DESCRIPTION
 GZ2993
 GZ2993'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2993'STATION IS LOCATED ABOUT 11 MILES EAST OF MANNSVILLE AND ABOUT 6
 GZ2993'MILES NORTHWEST OF LIBERTY ON THE PROPERTY OF E. ATWOOD . IT IS 212
 GZ2993'FEET NORTHWEST OF T INTERSECTION OF A GRAVEL ROAD AND STATE HIGHWAY
 GZ2993'49, 43 FEET WEST OF CENTER OF HIGHWAY 49 , 30 FEET NORTHWEST OF A
 GZ2993'FENCE CORNER AND 9 FEET WEST OF A FENCE LINE AND WHITE WITNESS POST.
 GZ2993'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ATWOOD
 GZ2993'1951.
 GZ2993'
 GZ2993'REFERENCE MARK NO. 1 IS 26 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 GZ2993'A LARGE BARN AND 1 FOOT NORTH OF A FENCE LINE. THE MARK IS FLUSH
 GZ2993'WITH THE GROUND AND THE DISK IS STAMPED ATWOOD NO 1 1951.
 GZ2993'
 GZ2993'REFERENCE MARK NO.2 IS 34 FEET WEST OF CENTER OF HIGHWAY 49, 29 FEET
 GZ2993'EAST OF THE NORTHEAST CORNER OF BARN, 15 FEET NORTH OF CENTER OF FARM
 GZ2993'DRIVEWAY AND 1 FOOT WEST OF FENCE LINE. THE MARK IS FLUSH WITH THE
 GZ2993'GROUND AND THE DISK IS STAMPED ATWOOD NO 2 1951.
 GZ2993'
 GZ2993'TT 18 AS USGS BM IS 32 FEET WEST OF CENTER OF HIGHWAY 49, 20 FEET
 GZ2993'NORTH OF THE CENTER OF A PRIVATE DRIVEWAY, 3 FEET EAST OF A FENCE
 GZ2993'CORNER AND 1 FOOT SOUTH OF A WHITE WITNESS POST. THE MARK IS A 6 X 6
 GZ2993'INCHES SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND THE
 GZ2993'DISK IS A STANDARD USGS BM DISK STAMPED TT 18 AS 1950.
 GZ2993'
 GZ2993'AZIMUTH MARK IS 200 FEET NORTH OF CENTER OF HIGHWAY 49, 10 FEET
 GZ2993'NORTHWEST OF THE CENTER OF FARM DRIVEWAY, 2 FEET SOUTHEAST OF
 GZ2993'A WHITE WITNESS POST AND 2 FEET EAST OF A FENCE LINE. THE MARK IS
 GZ2993'FLUSH WITH THE GROUND AND THE DISK IS STAMPED ATWOOD 1951.
 GZ2993'
 GZ2993'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 49 IN
 GZ2993'LIBERTY, GO NORTH ON HIGHWAY 49 FOR 7.7 MILES TO THE ATWOOD CHURCH
 GZ2993'ON RIGHT, CONTINUE AHEAD ON HIGHWAY FOR 0.1 MILE TO WIDE CURVE IN
 GZ2993'HIGHWAY AND TT 18 AS USGS BM ON THE LEFT NEAR DRIVEWAY AS
 GZ2993'DESCRIBED. CONTINUE AHEAD FOR ABOUT 0.05 MILE TO STATION ON LEFT IN
 GZ2993'FENCE CORNER AS DESCRIBED.
 GZ2993'
 GZ2993'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON HIGHWAY FOR
 GZ2993'0.25 MILE TO A DRIVEWAY LEFT, TURN LEFT ON DRIVEWAY FOR ABOUT 200
 GZ2993'FEET AND AZIMUTH MARK ON LEFT NEAR FENCE LINE AS DESCRIBED.
 GZ2993'
 GZ2993'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2374 ***********************************************************************
 HZ2374  FBN         -  This is a Federal Base Network Control Station.
 HZ2374  DESIGNATION -  AUBURN
 HZ2374  PID         -  HZ2374
 HZ2374  STATE/COUNTY-  KY/PENDLETON
 HZ2374  USGS QUAD   -  BUTLER (1984)
 HZ2374
 HZ2374                         *CURRENT SURVEY CONTROL
 HZ2374  ___________________________________________________________________
 HZ2374* NAD 83(1993)-  38 47 19.03280(N)    084 16 24.51927(W)     ADJUSTED  
 HZ2374* NAVD 88     -       275.6    (meters)     904.     (feet)  GPS OBS   
 HZ2374  ___________________________________________________________________
 HZ2374  X           -     496,731.515 (meters)                     COMP
 HZ2374  Y           -  -4,953,405.664 (meters)                     COMP
 HZ2374  Z           -   3,974,204.715 (meters)                     COMP
 HZ2374  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 HZ2374  ELLIP HEIGHT-         241.68  (meters)          (11/03/04) GPS OBS
 HZ2374  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ2374
 HZ2374  HORZ ORDER  -  A
 HZ2374  ELLP ORDER  -  THIRD     CLASS I
 HZ2374
 HZ2374.The horizontal coordinates were established by GPS observations
 HZ2374.and adjusted by the National Geodetic Survey in September 1994..
 HZ2374
 HZ2374.The orthometric height was determined by GPS observations and a
 HZ2374.high-resolution geoid model.
 HZ2374
 HZ2374.Photographs are available for this station.
 HZ2374
 HZ2374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2374
 HZ2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2374
 HZ2374.The ellipsoidal height was determined by GPS observations
 HZ2374.and is referenced to NAD 83.
 HZ2374
 HZ2374.The geoid height was determined by GEOID03.
 HZ2374
 HZ2374;                    North         East     Units Scale Factor Converg.
 HZ2374;SPC KY1Z     - 1,273,521.695 1,628,284.236   MT  1.00003168   +0 54 23.5
 HZ2374;SPC KY1Z     - 4,178,212.43  5,342,129.20   sFT  1.00003168   +0 54 23.5
 HZ2374;SPC KY N     -   143,035.924   497,960.230   MT  0.99997777   -0 00 52.6
 HZ2374;SPC KY N     -   469,277.03  1,633,724.52   sFT  0.99997777   -0 00 52.6
 HZ2374;SPC OH S     -    89,061.071   445,925.465   MT  0.99998959   -1 07 31.1
 HZ2374;UTM  16      - 4,296,851.261   736,814.643   MT  1.00029064   +1 42 31.8
 HZ2374
 HZ2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2374!SPC KY1Z     -   0.99996208  x   1.00003168  =   0.99999376
 HZ2374!SPC KY N     -   0.99996208  x   0.99997777  =   0.99993985
 HZ2374!SPC OH S     -   0.99996208  x   0.99998959  =   0.99995167
 HZ2374!UTM  16      -   0.99996208  x   1.00029064  =   1.00025271
 HZ2374
 HZ2374:                Primary Azimuth Mark                     Grid Az
 HZ2374:SPC KY1Z     -  AUBURN AZ MK                             029 44 46.3
 HZ2374:SPC KY N     -  AUBURN AZ MK                             030 40 02.4
 HZ2374:SPC OH S     -  AUBURN AZ MK                             031 46 40.9
 HZ2374:UTM  16      -  AUBURN AZ MK                             028 56 38.0
 HZ2374
 HZ2374|---------------------------------------------------------------------|
 HZ2374| PID    Reference Object                     Distance      Geod. Az  |
 HZ2374|                                                           dddmmss.s |
 HZ2374| DB8667 AUBURN AZ MK                                       0303909.8 |
 HZ2374| DB8668 AUBURN RM 1                          23.637 METERS 09202     |
 HZ2374| DB8669 AUBURN RM 2                          31.821 METERS 16746     |
 HZ2374|---------------------------------------------------------------------|
 HZ2374
 HZ2374                          SUPERSEDED SURVEY CONTROL
 HZ2374
 HZ2374  ELLIP H (09/07/94)  241.76   (m)                       GP(       ) 3 1
 HZ2374  NAD 83(1986)-  38 47 19.04079(N)    084 16 24.53266(W) AD(       ) 3
 HZ2374  NAD 27      -  38 47 18.79100(N)    084 16 24.76300(W) AD(       ) 3
 HZ2374  NGVD 29 (07/19/86)  275.98   (m)          905.4    (f) LEVELING    3  
 HZ2374
 HZ2374.Superseded values are not recommended for survey control.
 HZ2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2374.See file dsdata.txt to determine how the superseded data were derived.
 HZ2374
 HZ2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3681596851(NAD 83)
 HZ2374_MARKER: DS = TRIANGULATION STATION DISK
 HZ2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2374_SP_SET: CONCRETE POST
 HZ2374_STAMPING: AUBURN 1949
 HZ2374_MARK LOGO: CGS   
 HZ2374_PROJECTION: RECESSED 3 CENTIMETERS
 HZ2374_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2374+STABILITY: SURFACE MOTION
 HZ2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2374+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002
 HZ2374
 HZ2374  HISTORY     - Date     Condition        Report By
 HZ2374  HISTORY     - 1949     MONUMENTED       CGS
 HZ2374  HISTORY     - 1949     GOOD             CGS
 HZ2374  HISTORY     - 19931004 GOOD             NGS
 HZ2374  HISTORY     - 19940318 GOOD
 HZ2374  HISTORY     - 19951101 GOOD             LOWE
 HZ2374  HISTORY     - 19951114 GOOD             NGS
 HZ2374  HISTORY     - 19970825 GOOD             NGS
 HZ2374  HISTORY     - 20010814 GOOD             KYDT
 HZ2374  HISTORY     - 20020919 GOOD             WOOLPT
 HZ2374  HISTORY     - 20021116 GOOD             WOOLPT
 HZ2374
 HZ2374                          STATION DESCRIPTION
 HZ2374
 HZ2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2374'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF FALMOUTH ON THE
 HZ2374'GROUNDS OF THE MT. AUBURN SCHOOL.  IT IS 57 FEET SOUTH OF THE CENTER
 HZ2374'OF STATE HIGHWAY 159, 47 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HZ2374'THE SCHOOL AND 34 FEET EAST OF THE CENTER OF A DRIVEWAY.  THE MARK IS
 HZ2374'FLUSH WITH THE GROUND AND THE DISK IS STAMPED AUBURN 1949.
 HZ2374'
 HZ2374'REFERENCE MARK NO.1 IS ABOUT 6 INCHES EAST OF EAST SIDE OF THE STEPS
 HZ2374'AT THE FRONT ENTRANCE TO THE SCHOOL.  THE DISK IS SET FLUSH IN A
 HZ2374'DRILL HOLE IN A CONCRETE WALK AND IS STAMPED AUBURN NO 1 1949.
 HZ2374'
 HZ2374'REFERENCE MARK NO.2 IS 82 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 HZ2374'THE SCHOOL, 2 FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT EAST
 HZ2374'OF A STONE WALL.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 HZ2374'AND THE DISK IS STAMPED AUBURN NO 2 1949.
 HZ2374'
 HZ2374'AZIMUTH MARK IS 25 FEET WEST OF THE CENTER OF STATE HIGHWAY 10 AND 4
 HZ2374'FEET NORTH EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 12
 HZ2374'INCHES AND THE DISK IS STAMPED AUBURN 1949.
 HZ2374'
 HZ2374'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 159 AND 10
 HZ2374'IN THE VILLAGE OF MT. AUBURN, GO WEST ON HIGHWAY 159 FOR 0.1 MILE TO
 HZ2374'THE SCHOOL ON THE LEFT AND THE STATION AS DESCRIBED.
 HZ2374'
 HZ2374'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON HIGHWAY 10 FOR
 HZ2374'0.1 MILE TO A STORE ON THE RIGHT AND MARK ON THE LEFT OF ROAD JUST
 HZ2374'AFTER PASSING STORE.
 HZ2374'
 HZ2374'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2374
 HZ2374                          STATION RECOVERY (1949)
 HZ2374
 HZ2374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HZ2374'RECOVERED IN GOOD CONDITION.
 HZ2374
 HZ2374                          STATION RECOVERY (1993)
 HZ2374
 HZ2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HZ2374'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF FALMOUTH,
 HZ2374'3.0 MI (4.8 KM) SOUTHWEST OF THE OHIO RIVER, ON THE GROUNDS OF THE MT
 HZ2374'AUBURNS SENOIR CITIZENS APARTMENTS, IN THE FRONT YARD.
 HZ2374'OWNERSHIP--UNKNOWN, BUT CARETAKER/MANAGER LIVES IN THE BIG HOUSE
 HZ2374'SOUTHWEST OF THE STATION. PHONE 513-831-5700.
 HZ2374'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 159 AND 10 IN
 HZ2374'THE VILLAGE OF MT. AUBURN, GO WEST ON HIGHWAY 159 FOR 0.1 MI
 HZ2374'(0.2 KM) TO THE APARTMENTS ON THE LEFT AND THE STATION.
 HZ2374'LOCATED 16.1 M (52.8 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 159,
 HZ2374'14.4 M (47.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF BUILDING, 12.4
 HZ2374'M (40.7 FT) EAST FROM THE CENTERLINE OF THE CONCRETE DRIVEWAY, 11.4 M
 HZ2374'(37.4 FT) SOUTHWEST FROM THE WOODEN SIGN IN FRONT LAWN OF BUILDING,
 HZ2374'5.9 M (19.4 FT) SOUTH OF THE SOUTH EDGE OF THE ROCK WALL AND 5.2 M
 HZ2374'(17.1 FT) EAST FROM THE EAST EDGE (FILL SIDE) OF ROCKWALL.
 HZ2374
 HZ2374                          STATION RECOVERY (1994)
 HZ2374
 HZ2374'RECOVERED 1994
 HZ2374'RECOVERED IN GOOD CONDITION.
 HZ2374
 HZ2374                          STATION RECOVERY (1995)
 HZ2374
 HZ2374'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HZ2374'RECOVERED AS DESCRIBED.
 HZ2374
 HZ2374                          STATION RECOVERY (1995)
 HZ2374
 HZ2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 HZ2374'THE STATION IS LOCATED ABOUT 14.4 KM (8.95 MI) NORTHEAST OF FALMOUTH,
 HZ2374'4.8 KM (3.00 MI) SOUTHWEST OF THE OHIO RIVER, IN THE FRONT LAWN OF THE
 HZ2374'MT AUBURNS SENIOR CITIZENS APARTMENTS.  OWNERSHIP--MEG SIEBER, GOSHEN
 HZ2374'PIKE, MILFORD, OH 45150.  THE OWNERS PHONE NUMBER IS (513) 831-5700.
 HZ2374'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 159 IN
 HZ2374'MT AUBURN, GO WEST ON HIGHWAY 159 FOR 0.2 KM (0.10 MI) TO THE
 HZ2374'APARTMENTS AND THE STATION ON THE LEFT.  THE STATION IS LOCATED 16.1 M
 HZ2374'(52.8 FT) SOUTH OF THE HIGHWAY CENTER, 14.4 M (47.2 FT) NORTHWEST OF
 HZ2374'THE NORTHWEST CORNER OF THE BUILDING, 12.4 M (40.7 FT) EAST OF THE
 HZ2374'CENTERLINE OF A CONCRETE DRIVEWAY, 11.4 M (37.4 FT) SOUTHWEST OF A
 HZ2374'WOODEN SIGN, 5.9 M (19.4 FT) SOUTH OF THE SOUTH EDGE OF A ROCK WALL,
 HZ2374'AND 5.2 M (17.1 FT) EAST OF THE EAST EDGE OF A ROCK WALL.
 HZ2374'NOTE--DESCRIBED BY JDD, TYPED BY KLF.
 HZ2374
 HZ2374                          STATION RECOVERY (1997)
 HZ2374
 HZ2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HZ2374'THE STATION IS LOCATED ABOUT 14.4 KM (8.95 MI) NORTHEAST OF FALMOUTH,
 HZ2374'4.8 KM (3.00 MI) SOUTHWEST OF THE OHIO RIVER, IN THE FRONT LAWN OF THE
 HZ2374'MT AUBURN SENIOR CITIZENS APARTMENTS.  OWNERSHIP--MEG SIEBER, HOUSING
 HZ2374'ADMINISTRATOR, PHONE 513-831-5700 OR 513-398-4028, 5629 DEERFIELD
 HZ2374'CIRCLE, MASON OH 45040.  TO REACH THE STATION FROM THE JUNCTION OF
 HZ2374'STATE HIGHWAYS 10 AND 159 IN MT AUBURN, GO WEST ON HIGHWAY 159 FOR 0.2
 HZ2374'KM (0.10 MI) TO THE APARTMENTS AND THE STATION ON THE LEFT.  LOCATED
 HZ2374'16.1 M (52.8 FT) SOUTH OF THE CENTER OF HIGHWAY, 14.4 M (47.2 FT)
 HZ2374'NORTHWEST OF THE NORTHWEST CORNER OF BUILDING, 12.4 M (40.7 FT) EAST
 HZ2374'OF THE CENTER OF A CONCRETE DRIVEWAY, 11.4 M (37.4 FT) SOUTHWEST OF A
 HZ2374'WOODEN SIGN, 5.9 M (19.4 FT) SOUTH OF THE SOUTH EDGE OF A ROCK WALL
 HZ2374'AND 5.2 M (17.1 FT) EAST OF THE EAST EDGE OF A ROCK WALL.
 HZ2374
 HZ2374                          STATION RECOVERY (2001)
 HZ2374
 HZ2374'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HZ2374'RECOVERED IN GOOD CONDITION.
 HZ2374
 HZ2374                          STATION RECOVERY (2002)
 HZ2374
 HZ2374'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 HZ2374'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HZ2374' 
 HZ2374'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 HZ2374'THE HORIZON ARE, A
 HZ2374'LONE TREE APPROXIMATELY 60 FEET EAST EXTENDING 30 DEGREES ABOVE THE
 HZ2374'HORIZON, A GROVE
 HZ2374'OF PINE TREES APPROXIMATELY 15 FEET SOUTHEAST EXTENDING 65 DEGREES
 HZ2374'ABOVE THE
 HZ2374'HORIZON, AND A LONE TREE APPROXIMATELY 60 FEET SOUTH-SOUTHWEST
 HZ2374'EXTENDING 15
 HZ2374'DEGREES ABOVE THE HORIZON.
 HZ2374' 
 HZ2374' 
 HZ2374'
 HZ2374
 HZ2374                          STATION RECOVERY (2002)
 HZ2374
 HZ2374'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 HZ2374'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2374 ***********************************************************************
 GC2374  DESIGNATION -  AUBURN MUNICIPAL TANK
 GC2374  PID         -  GC2374
 GC2374  STATE/COUNTY-  KY/LOGAN
 GC2374  USGS QUAD   -  AUBURN (1994)
 GC2374
 GC2374                         *CURRENT SURVEY CONTROL
 GC2374  ___________________________________________________________________
 GC2374* NAD 83(1993)-  36 51 49.03912(N)    086 42 39.11022(W)     ADJUSTED  
 GC2374* NAVD 88     -                                                        
 GC2374  ___________________________________________________________________
 GC2374  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 GC2374  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GC2374
 GC2374  HORZ ORDER  -  THIRD
 GC2374
 GC2374.The horizontal coordinates were established by classical geodetic methods
 GC2374.and adjusted by the National Geodetic Survey in December 1995..
 GC2374
 GC2374
 GC2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2374
 GC2374.The geoid height was determined by GEOID03.
 GC2374
 GC2374;                    North         East     Units Scale Factor Converg.
 GC2374;SPC KY1Z     - 1,059,296.426 1,414,315.775   MT  1.00005982   -0 35 23.8
 GC2374;SPC KY1Z     - 3,475,375.02  4,640,134.34   sFT  1.00005982   -0 35 23.8
 GC2374;SPC KY S     -   559,283.706   414,322.671   MT  0.99997891   -0 34 57.8
 GC2374;SPC KY S     - 1,834,916.63  1,359,323.63   sFT  0.99997891   -0 34 57.8
 GC2374;UTM  16      - 4,079,782.698   525,772.093   MT  0.99960818   +0 10 24.4
 GC2374
 GC2374                          SUPERSEDED SURVEY CONTROL
 GC2374
 GC2374  NAD 83(1986)-  36 51 49.04902(N)    086 42 39.11558(W) AD(       ) 4
 GC2374  NAD 27      -  36 51 48.90800(N)    086 42 39.12200(W) AD(       ) 3
 GC2374
 GC2374.Superseded values are not recommended for survey control.
 GC2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2374.See file dsdata.txt to determine how the superseded data were derived.
 GC2374
 GC2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2577279783(NAD 83)
 GC2374_MARKER: 53 = ELEVATED TANK
 GC2374
 GC2374  HISTORY     - Date     Condition        Report By
 GC2374  HISTORY     - 1951     FIRST OBSERVED   CGS
 GC2374
 GC2374                          STATION DESCRIPTION
 GC2374
 GC2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2374'STATION IS LOCATED ABOUT IN THE CENTER OF AUBURN.  THE STATION IS A
 GC2374'4-LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH WITH A WATER TANK ATOP
 GC2374'PAINTED SILVER WITH THE LEGEND AUBURN IN LARGE BLACK LETTERS ON THE
 GC2374'EAST AND WEST SIDES.  THE POINT OF INTERSECTION WAS THE BALL AT THE
 GC2374'APEX OF THE ROOF OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0948 ***********************************************************************
 GC0948  DESIGNATION -  AUBURN RM 2
 GC0948  PID         -  GC0948
 GC0948  STATE/COUNTY-  KY/LOGAN
 GC0948  USGS QUAD   -  AUBURN (1994)
 GC0948
 GC0948                         *CURRENT SURVEY CONTROL
 GC0948  ___________________________________________________________________
 GC0948* NAD 83(1986)-  36 51 31.     (N)    086 44 11.     (W)     SCALED    
 GC0948* NAVD 88     -       230.843  (meters)     757.36   (feet)  ADJUSTED  
 GC0948  ___________________________________________________________________
 GC0948  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GC0948  DYNAMIC HT  -         230.659 (meters)     756.75  (feet)  COMP
 GC0948  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 GC0948
 GC0948  VERT ORDER  -  FIRST     CLASS I
 GC0948
 GC0948.The horizontal coordinates were scaled from a topographic map and have
 GC0948.an estimated accuracy of +/- 6 seconds.
 GC0948
 GC0948.The orthometric height was determined by differential leveling
 GC0948.and adjusted by the National Geodetic Survey in June 1991..
 GC0948
 GC0948.The geoid height was determined by GEOID03.
 GC0948
 GC0948.The dynamic height is computed by dividing the NAVD 88
 GC0948.geopotential number by the normal gravity value computed on the
 GC0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0948.degrees latitude (g = 980.6199 gals.).
 GC0948
 GC0948.The modeled gravity was interpolated from observed gravity values.
 GC0948
 GC0948;                    North         East    Units  Estimated Accuracy
 GC0948;SPC KY1Z     - 1,058,760.    1,412,030.      MT  (+/- 180 meters Scaled)
 GC0948
 GC0948                          SUPERSEDED SURVEY CONTROL
 GC0948
 GC0948  NGVD 29 (??/??/92)  230.957  (m)          757.73   (f) ADJ UNCH    1 1
 GC0948
 GC0948.Superseded values are not recommended for survey control.
 GC0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0948.See file dsdata.txt to determine how the superseded data were derived.
 GC0948
 GC0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF234792(NAD 83)
 GC0948_MARKER: DR = REFERENCE MARK DISK
 GC0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0948_STAMPING: AUBURN NO 2 1951
 GC0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0948+STABILITY: SURFACE MOTION
 GC0948
 GC0948  HISTORY     - Date     Condition        Report By
 GC0948  HISTORY     - 1951     MONUMENTED       CGS
 GC0948  HISTORY     - 1968     GOOD             NGS
 GC0948  HISTORY     - 1977     GOOD             USGS
 GC0948  HISTORY     - 19950914 POOR             KYDT
 GC0948
 GC0948                          STATION DESCRIPTION
 GC0948
 GC0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0948'2.1 MI W FROM AUBURN.
 GC0948'ABOUT 1.4 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0948'FROM THE AUBURN HIGH SCHOOL AT AUBURN, THENCE 0.3 MILE SOUTH ALONG
 GC0948'A GRAVELED ROAD, THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD,
 GC0948'THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY
 GC0948'80, 29 1/2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 56 FEET
 GC0948'NORTH AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER 232, 1 FOOT
 GC0948'NORTH OF A FENCE, 64.18 FEET NORTH AND ACROSS THE HIGHWAY FROM
 GC0948'TRIANGULATION STATION AUBURN, ABOUT 3 FEET BELOW THE LEVEL OF
 GC0948'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GC0948'4 INCHES ABOVE THE SURFACE OF THE GROUND.
 GC0948
 GC0948                          STATION RECOVERY (1977)
 GC0948
 GC0948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GC0948'RECOVERED IN GOOD CONDITION.
 GC0948
 GC0948                          STATION RECOVERY (1995)
 GC0948
 GC0948'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0948'FENCE NO LONGER PRESENT AND MARK IS LEANING SLIGHTLY TO THE NORTH, USE
 GC0948'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1932 ***********************************************************************
 GC1932  DESIGNATION -  AUBURN RM 3
 GC1932  PID         -  GC1932
 GC1932  STATE/COUNTY-  KY/LOGAN
 GC1932  USGS QUAD   -  AUBURN (1994)
 GC1932
 GC1932                         *CURRENT SURVEY CONTROL
 GC1932  ___________________________________________________________________
 GC1932* NAD 83(1986)-  36 51 31.     (N)    086 44 11.     (W)     SCALED    
 GC1932* NAVD 88     -       232.02   (meters)     761.2    (feet)  RESET     
 GC1932  ___________________________________________________________________
 GC1932  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GC1932
 GC1932  VERT ORDER  -  THIRD
 GC1932
 GC1932.The horizontal coordinates were scaled from a topographic map and have
 GC1932.an estimated accuracy of +/- 6 seconds.
 GC1932
 GC1932.The orthometric height was computed from unverified reset data.
 GC1932.No vertical observational check was made to the station.
 GC1932
 GC1932.The geoid height was determined by GEOID03.
 GC1932
 GC1932;                    North         East    Units  Estimated Accuracy
 GC1932;SPC KY1Z     - 1,058,760.    1,412,030.      MT  (+/- 180 meters Scaled)
 GC1932
 GC1932                          SUPERSEDED SURVEY CONTROL
 GC1932
 GC1932  NGVD 29 (10/08/05)  232.14   (m)          761.6    (f) RESET       3  
 GC1932
 GC1932.Superseded values are not recommended for survey control.
 GC1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1932.See file dsdata.txt to determine how the superseded data were derived.
 GC1932
 GC1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF234792(NAD 83)
 GC1932_MARKER: DB = BENCH MARK DISK
 GC1932_SETTING: 0 = UNSPECIFIED SETTING
 GC1932_STAMPING: AUBURN 1951 NO 3 1977
 GC1932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1932
 GC1932  HISTORY     - Date     Condition        Report By
 GC1932  HISTORY     - 1977     MONUMENTED       NGS
 GC1932
 GC1932                          STATION DESCRIPTION
 GC1932
 GC1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GC1932'1.5 MI WEST FROM AUBURN.
 GC1932'1.5 MILES WEST ALONG MAIN STREET (U.S. HIGHWAY 68 AND STATE HIGHWAY
 GC1932'80) FROM ITS INTERSECTION WITH PEARL STREET IN AUBURN, 21 FEET
 GC1932'EAST OF A POWER POLE, 26 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 GC1932'50 FEET WEST OF THE CENTERLINE OF A DRIVEWAY AND 37 FEET NORTH
 GC1932'OF A 30 INCH OAK TREE.  THE MARK IS A STANDARD PRE-CAST ALUMINUM
 GC1932'MONUMENT (REFERENCE) WITH MAGNETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2472 ***********************************************************************
 GB2472  DESIGNATION -  AUSTIN
 GB2472  PID         -  GB2472
 GB2472  STATE/COUNTY-  KY/BARREN
 GB2472  USGS QUAD   -  TRACY (1979)
 GB2472
 GB2472                         *CURRENT SURVEY CONTROL
 GB2472  ___________________________________________________________________
 GB2472* NAD 83(1993)-  36 48 50.84507(N)    085 59 58.36173(W)     ADJUSTED  
 GB2472* NAVD 88     -       247.64   (+/-2cm)     812.5    (feet)  VERTCON   
 GB2472  ___________________________________________________________________
 GB2472  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 GB2472  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GB2472
 GB2472  HORZ ORDER  -  SECOND
 GB2472  VERT ORDER  -  THIRD ? (See Below)
 GB2472
 GB2472.The horizontal coordinates were established by classical geodetic methods
 GB2472.and adjusted by the National Geodetic Survey in December 1995..
 GB2472
 GB2472.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2472.The vertical order pertains to the NGVD 29 superseded value.
 GB2472
 GB2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2472
 GB2472.The geoid height was determined by GEOID03.
 GB2472
 GB2472;                    North         East     Units Scale Factor Converg.
 GB2472;SPC KY1Z     - 1,053,391.650 1,477,731.987   MT  1.00007529   -0 09 11.6
 GB2472;SPC KY1Z     - 3,456,002.44  4,848,192.36   sFT  1.00007529   -0 09 11.6
 GB2472;SPC KY S     -   553,384.453   477,733.968   MT  0.99998632   -0 09 04.8
 GB2472;SPC KY S     - 1,815,562.16  1,567,365.53   sFT  0.99998632   -0 09 04.8
 GB2472;UTM  16      - 4,074,719.685   589,234.061   MT  0.99969810   +0 35 58.3
 GB2472
 GB2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2472!SPC KY1Z     -   0.99996589  x   1.00007529  =   1.00004118
 GB2472!SPC KY S     -   0.99996589  x   0.99998632  =   0.99995222
 GB2472!UTM  16      -   0.99996589  x   0.99969810  =   0.99966401
 GB2472
 GB2472|---------------------------------------------------------------------|
 GB2472| PID    Reference Object                     Distance      Geod. Az  |
 GB2472|                                                           dddmmss.s |
 GB2472| CG5498 AUSTIN RM 1                          25.155 METERS 13648     |
 GB2472| CG5499 AUSTIN RM 2                          26.576 METERS 22836     |
 GB2472| CG5497 AUSTIN AZ MK                                       2704216.6 |
 GB2472|---------------------------------------------------------------------|
 GB2472
 GB2472                          SUPERSEDED SURVEY CONTROL
 GB2472
 GB2472  NAD 83(1986)-  36 48 50.85532(N)    085 59 58.36744(W) AD(       ) 2
 GB2472  NAD 27      -  36 48 50.67800(N)    085 59 58.44400(W) AD(       ) 2
 GB2472  NGVD 29 (07/19/86)  247.77   (m)          812.9    (f) LEVELING    3  
 GB2472
 GB2472.Superseded values are not recommended for survey control.
 GB2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2472.See file dsdata.txt to determine how the superseded data were derived.
 GB2472
 GB2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8923474720(NAD 83)
 GB2472_MARKER: DS = TRIANGULATION STATION DISK
 GB2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2472
 GB2472  HISTORY     - Date     Condition        Report By
 GB2472  HISTORY     - 1950     MONUMENTED       CGS
 GB2472
 GB2472                          STATION DESCRIPTION
 GB2472
 GB2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2472'STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF SCOTTSVILLE AND ABOUT
 GB2472'2 MILES SOUTHEAST OF THE SMALL VILLAGE OF AUSTIN.  IT IS 83 FEET
 GB2472'NORTHWEST OF A WHITE WITNESS POST AND 35 FEET NORTH OF CENTER OF
 GB2472'STATE HIGHWAY 87.  THE MARK IS FLUSH WITH THE GROUND AND THE
 GB2472'DISK IS STAMPED AUSTIN 1950.
 GB2472'
 GB2472'REFERENCE MARK NO. 1 IS 24 FEET SOUTH OF CENTER OF HIGHWAY, 2 FEET
 GB2472'NORTHWEST OF A WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE
 GB2472'LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 GB2472'AUSTIN NO 1 1950.
 GB2472'
 GB2472'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF CENTER OF HIGHWAY AND 2 FEET
 GB2472'NORTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GB2472'DISK IS STAMPED AUSTIN NO 2 1950.
 GB2472'
 GB2472'AZIMUTH MARK IS 25 FEET NORTH OF CENTER OF HIGHWAY 87, 20 FEET WEST
 GB2472'OF CENTER OF A PRIVATE DRIVEWAY, 2 FEET SOUTH OF A FENCE LINE AND 2
 GB2472'FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 GB2472'INCHES AND THE DISK IS STAMPED AUSTIN 1950.
 GB2472'
 GB2472'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 87,
 GB2472'WHICH IS ABOUT 0.5 MILE SOUTH OF FOUNTAIN RUN, GO NORTH ON HIGHWAY
 GB2472'87, PASSING THROUGH FOUNTAIN RUN, FOR 8.2 MILES TO THE STATION ON
 GB2472'RIGHT AS DESCRIBED.
 GB2472'
 GB2472'TO REACH AZIMUTH MARK FROM STATION, GO WEST ON HIGHWAY FOR 0.2 MILE
 GB2472'TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 GB2472'
 GB2472'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3279 ***********************************************************************
 GY3279  DESIGNATION -  AVAWAM
 GY3279  PID         -  GY3279
 GY3279  STATE/COUNTY-  KY/PERRY
 GY3279  USGS QUAD   -  HYDEN EAST (1980)
 GY3279
 GY3279                         *CURRENT SURVEY CONTROL
 GY3279  ___________________________________________________________________
 GY3279* NAD 83(1993)-  37 13 02.28973(N)    083 17 12.54376(W)     ADJUSTED  
 GY3279* NAVD 88     -       506.     (meters)    1660.     (feet)  SCALED    
 GY3279  ___________________________________________________________________
 GY3279  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 GY3279  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GY3279
 GY3279  HORZ ORDER  -  SECOND
 GY3279
 GY3279.The horizontal coordinates were established by classical geodetic methods
 GY3279.and adjusted by the National Geodetic Survey in December 1995..
 GY3279
 GY3279.The orthometric height was scaled from a topographic map.
 GY3279
 GY3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3279
 GY3279.The geoid height was determined by GEOID03.
 GY3279
 GY3279;                    North         East     Units Scale Factor Converg.
 GY3279;SPC KY1Z     - 1,100,991.727 1,718,594.658   MT  0.99997064   +1 30 44.3
 GY3279;SPC KY1Z     - 3,612,170.36  5,638,422.64   sFT  0.99997064   +1 30 44.3
 GY3279;SPC KY S     -   600,947.090   718,590.210   MT  0.99994747   +1 29 37.8
 GY3279;SPC KY S     - 1,971,607.24  2,357,574.71   sFT  0.99994747   +1 29 37.8
 GY3279;UTM  17      - 4,121,428.796   297,093.855   MT  1.00010719   -1 23 01.1
 GY3279
 GY3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3279!SPC KY1Z     -   0.99992551  x   0.99997064  =   0.99989616
 GY3279!SPC KY S     -   0.99992551  x   0.99994747  =   0.99987299
 GY3279!UTM  17      -   0.99992551  x   1.00010719  =   1.00003270
 GY3279
 GY3279:                Primary Azimuth Mark                     Grid Az
 GY3279:SPC KY1Z     -  HAZARD STATE POLICE RADIO MAST           061 57 39.3
 GY3279:SPC KY S     -  HAZARD STATE POLICE RADIO MAST           061 58 45.8
 GY3279:UTM  17      -  HAZARD STATE POLICE RADIO MAST           064 51 24.7
 GY3279
 GY3279|---------------------------------------------------------------------|
 GY3279| PID    Reference Object                     Distance      Geod. Az  |
 GY3279|                                                           dddmmss.s |
 GY3279| GY3265 HAZARD STATE POLICE RADIO MAST      APPROX.10.2 KM 0632823.6 |
 GY3279| DB8672 AVAWAM RM 2                          18.257 METERS 19813     |
 GY3279| DB8670 AVAWAM AZ MK                                       2123905.7 |
 GY3279| DB8671 AVAWAM RM 1                          16.919 METERS 34421     |
 GY3279|---------------------------------------------------------------------|
 GY3279
 GY3279                          SUPERSEDED SURVEY CONTROL
 GY3279
 GY3279  NAD 83(1986)-  37 13 02.29765(N)    083 17 12.54882(W) AD(       ) 2
 GY3279  NAD 27      -  37 13 01.95700(N)    083 17 12.90800(W) AD(       ) 2
 GY3279
 GY3279.Superseded values are not recommended for survey control.
 GY3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3279.See file dsdata.txt to determine how the superseded data were derived.
 GY3279
 GY3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB9709421429(NAD 83)
 GY3279_MARKER: DS = TRIANGULATION STATION DISK
 GY3279_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3279_SP_SET: PREFABRICATED CONCRETE POST
 GY3279
 GY3279  HISTORY     - Date     Condition        Report By
 GY3279  HISTORY     - 1950     MONUMENTED       CGS
 GY3279  HISTORY     - 1973     GOOD             LOCSUR
 GY3279  HISTORY     - 1974     GOOD             NGS
 GY3279  HISTORY     - 1980     GOOD             LOCSUR
 GY3279
 GY3279                          STATION DESCRIPTION
 GY3279
 GY3279'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3279'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF HAZARD ON A HIGH WOODED
 GY3279'HILL AND NEAR THE PERRY-LESLIE COUNTY LINE AND ON LAND OWNED BY THE
 GY3279'KENTUCKY RIVER COAL CO. INC.  IT IS ON THE SOUTH END OF THE RIDGE 24
 GY3279'FEET SOUTH OF A 20 INCH OAK TREE WITH A TRIANGLE BLAZED ON THE
 GY3279'NORTHWEST SIDE, 14 FEET SOUTHEAST OF A 12 INCH HICKORY TREE WITH A
 GY3279'TRIANGLE BLAZED ON THE SOUTH SIDE AND 6 FEET SOUTHWEST OF A WHITE
 GY3279'WITNESS POST.  THE MARK IS A 6 INCH CAST IRON PIPE THAT PROJECTS
 GY3279'ABOUT 4 INCHES WITH A STANDARD DISK CEMENTED IN THE TOP STAMPED
 GY3279'AVAWAM 1950.
 GY3279'
 GY3279'REFERENCE MARK NO. 1 IS 43 FEET NORTH OF THE 12 INCH HICKORY TREE
 GY3279'WITH THE TRIANGLE BLAZED ON THE SOUTH SIDE AND 34 FEET NORTHWEST
 GY3279'OF THE 20 INCH OAK TREE WITH THE TRIANGLE BLAZED ON THE NORTHWEST
 GY3279'SIDE.  THE MARK IS A 4 INCH CAST IRON PIPE THAT PROJECTS ABOUT 4
 GY3279'INCHES WITH A STANDARD DISK CEMENTED IN THE TOP STAMPED AVAWAM NO. 1
 GY3279'1950.
 GY3279'
 GY3279'REFERENCE MARK NO. 2 IS 26 FEET SOUTHWEST OF A 12 INCH HICKORY TREE.
 GY3279'THE MARK IS A 4 INCH CAST IRON PIPE THAT PROJECTS ABOUT 4 INCHES
 GY3279'WITH A STANDARD DISK CEMENTED IN THE TOP STAMPED AVAWAM NO. 2 1950.
 GY3279'
 GY3279'AZIMUTH MARK IS 75 FEET NORTH OF THE EAST END OF A CONCRETE BRIDGE
 GY3279'OVER MACINTOSH CREEK, 34 FEET EAST OF THE CENTER OF HIGHWAY 80 AND
 GY3279'8 FEET WEST OF THE NORTHWEST CORNER OF AN OLD BUILDING AND A WHITE
 GY3279'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GY3279'IS STAMPED AVAWAM 1950.
 GY3279'
 GY3279'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 80
 GY3279'ABOUT 3 MILES NORTH OF HAZARD, GO WEST ON HIGHWAY 80 FOR 10.4
 GY3279'MILES TO THE TOP OF HILL TO THE PERRY-LESLIE COUNTY LINE AND TWO
 GY3279'CONCRETE BLOCK BUILDINGS ON THE RIGHT AND END OF TRUCK TRAVEL.
 GY3279'FROM HERE PACK NORTHERLY ON A WELL MARKED TRAIL ABOUT 0.2 MILE TO
 GY3279'ANOTHER TRAIL LEADING UP HILL, TURN RIGHT AND FOLLOW TRAIL UP STEEP
 GY3279'HILL FOR ABOUT 0.15 MILE TO THE STATION AS DESCRIBED.  (ABOUT 25
 GY3279'MINUTE PACK).
 GY3279'
 GY3279'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL GO WEST ON
 GY3279'HIGHWAY 80 FOR 0.85 MILE TO A CONCRETE BRIDGE AND THE AZIMUTH
 GY3279'MARK AS DESCRIBED.
 GY3279'
 GY3279'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GY3279
 GY3279                          STATION RECOVERY (1973)
 GY3279
 GY3279'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (RWF)
 GY3279'AVAWAM 1950 SOME ATTEMPT HAS BEEN MADE TO DEFACE THE MARK BUT IT IS
 GY3279'SOLID AND CAN BE USED.
 GY3279'
 GY3279'AVAWAM NO 1 1950 SAME AS ABOVE.
 GY3279'
 GY3279'AVAWAM 1950 (AZ MK) MARK HAS BEEN DESTROYED APPARENTLY BY A DOZER,
 GY3279'THE MARK WAS FOUND PUSHED OUT BESIDE THE HOLE IT WAS SET IN.
 GY3279'
 GY3279'NO SEARCH WAS MADE FOR REFERENCE MARK 2.
 GY3279'
 GY3279'A NEW POST AND SIGN WAS PLACED 2 INCHES EAST OF THE MARK.
 GY3279'
 GY3279'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI. SW OF HAZARD.
 GY3279
 GY3279                          STATION RECOVERY (1974)
 GY3279
 GY3279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GY3279'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 GY3279'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND BUT WAS REPORTED AS BEING
 GY3279'DESTROYED BY GRADING.  THE RIDGE IS COVERED BY TREES AND THERE IS
 GY3279'NO AVAILABLE PLACE FOR AN AZIMUTH MARK AT THIS TIME.  THE
 GY3279'DESCRIPTION IS GOOD WITH THE FOLLOWING.
 GY3279'
 GY3279'THE STATION MARK IS 3 FEET NORTHWEST OF A METAL WITNESS POST.
 GY3279'
 GY3279'REFERENCE MARK 2 IS 7 FEET SOUTHWEST OF A 10 INCH PINE TREE, ABOUT
 GY3279'10 FEET WEST OF THE CENTER OF THE TRAIL AND ABOUT 6 FEET LOWER IN
 GY3279'ELEVATION THAN THE STATION MARK.
 GY3279'
 GY3279'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 GY3279'SOUTHWEST OF HAZARD.
 GY3279
 GY3279                          STATION RECOVERY (1980)
 GY3279
 GY3279'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (BQ)
 GY3279'AVAWAN RECOVERED IN GOOD CONDITION.
 GY3279'
 GY3279'REF. NO. 1 RECOVERED IN GOOD CONDITION.
 GY3279'
 GY3279'REF NO. 2 RECOVERED IN GOOD CONDITION.
 GY3279'
 GY3279'AVAWAN AZIMUTH 1950 FOUND DESTROYED.
 GY3279'
 GY3279'NO CHANGE NEEDED IN DESCRIPTION.
 GY3279'DANIELS (USC AND GS) IS THE ONLY MONUMENT VISIBLE WITHOUT USING A
 GY3279'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5160 ***********************************************************************
 DF5160  DESIGNATION -  AZ BC 108
 DF5160  PID         -  DF5160
 DF5160  STATE/COUNTY-  KY/BOONE
 DF5160  USGS QUAD   -  VERONA (1981)
 DF5160
 DF5160                         *CURRENT SURVEY CONTROL
 DF5160  ___________________________________________________________________
 DF5160* NAD 83(1993)-  38 46 53.06654(N)    084 39 41.58483(W)     ADJUSTED  
 DF5160* NAVD 88     -       266.0    (meters)     873.     (feet)  GPS OBS   
 DF5160  ___________________________________________________________________
 DF5160  X           -     463,216.121 (meters)                     COMP
 DF5160  Y           -  -4,957,148.489 (meters)                     COMP
 DF5160  Z           -   3,973,574.581 (meters)                     COMP
 DF5160  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DF5160  ELLIP HEIGHT-         232.17  (meters)          (04/07/03) GPS OBS
 DF5160  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DF5160
 DF5160  HORZ ORDER  -  FIRST
 DF5160  ELLP ORDER  -  THIRD     CLASS I
 DF5160
 DF5160.The horizontal coordinates were established by GPS observations
 DF5160.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 DF5160
 DF5160.The orthometric height was determined by GPS observations and a
 DF5160.high-resolution geoid model.
 DF5160
 DF5160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5160
 DF5160.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5160
 DF5160.The ellipsoidal height was determined by GPS observations
 DF5160.and is referenced to NAD 83.
 DF5160
 DF5160.The geoid height was determined by GEOID03.
 DF5160
 DF5160;                    North         East     Units Scale Factor Converg.
 DF5160;SPC KY1Z     - 1,272,257.653 1,594,578.485   MT  1.00002968   +0 40 05.8
 DF5160;SPC KY1Z     - 4,174,065.32  5,231,546.25   sFT  1.00002968   +0 40 05.8
 DF5160;SPC KY N     -   142,314.866   464,240.291   MT  0.99997707   -0 15 21.6
 DF5160;SPC KY N     -   466,911.36  1,523,095.02   sFT  0.99997707   -0 15 21.6
 DF5160;UTM  16      - 4,295,116.683   703,124.212   MT  1.00010810   +1 27 54.7
 DF5160
 DF5160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5160!SPC KY1Z     -   0.99996357  x   1.00002968  =   0.99999325
 DF5160!SPC KY N     -   0.99996357  x   0.99997707  =   0.99994064
 DF5160!UTM  16      -   0.99996357  x   1.00010810  =   1.00007167
 DF5160
 DF5160                          SUPERSEDED SURVEY CONTROL
 DF5160
 DF5160.No superseded survey control is available for this station.
 DF5160
 DF5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0312495117(NAD 83)
 DF5160_MARKER: DD = SURVEY DISK
 DF5160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5160_STAMPING: AZ BC 108
 DF5160_PROJECTION: FLUSH
 DF5160_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5160+STABILITY: SURFACE MOTION
 DF5160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5160+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 DF5160
 DF5160  HISTORY     - Date     Condition        Report By
 DF5160  HISTORY     - 1986     MONUMENTED       GRWAS
 DF5160  HISTORY     - 20010514 GOOD             WOOLPT
 DF5160
 DF5160                          STATION DESCRIPTION
 DF5160
 DF5160'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (BJM)
 DF5160'THIS STATION IS LOCATED APPROXIMATELY 2.6 MI SOUTH-SOUTHWEST OF THE
 DF5160'COMMUNITY OF
 DF5160'VERONA,  3.0 MI WEST OF THE CITY OF CRITTENDEN AND 4.7 MI SOUTHWEST OF
 DF5160'THE COMMUNITY OF
 DF5160'BRACHT. SOUTHEAST OF AND ACROSS ROAD OF THE RESIDENCE OF --16677 STATE
 DF5160'HIGHWAY 1942--.
 DF5160'OWNERSHIP--THE STATE OF KENTUCKY.
 DF5160' 
 DF5160'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14, 16 AND
 DF5160'461 (INTERSECTION OF
 DF5160'LEBANON ROAD, GLENCO ROAD, AND MUD LICK ROAD) IN THE COMMUNITY OF
 DF5160'VERONA, GO
 DF5160'SOUTHERLY 2.0 MI ON HIGHWAY 461 TO THE JUNCTION OF ROUTE 461 WITH
 DF5160'STATE HIGHWAY 1942
 DF5160'(VERONA - MT. ZION ROAD) ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST
 DF5160'0.45 MI ON ROUTE 1942
 DF5160'TO THE STATION ON THE LEFT. THE STATION IS A 1.5-INCH DIAMETER
 DF5160'ALUMINUM NKAPC SURVEY DISK
 DF5160'STAMPED --AZ BC 108 1986--, SET IN THE TOP OF AN 8-INCH DAIMETER
 DF5160'CONCRETE POST, AND FLUSH
 DF5160'WITH GROUND AND HIGHWAY 1942.
 DF5160' 
 DF5160'THE STATION IS 12.3 FEET NORTHWEST OF THE PROJECTED CENTERLINE OF
 DF5160'DRIVE TO RESEIDENCE
 DF5160'OF 16677, 15.1 FEET SOUTHEAST OF THE CENTERLINE OF ROUTE 1942, 89.8
 DF5160'FEET SOUTH OF A LONE
 DF5160'20-FOOT TALL CEDAR TREE, 100.6 FEETEAST-SOUTHEAST OF THE NORTHEAST
 DF5160'FOUNDATION CORNER
 DF5160'OF HOUSE 16677, 118.9 FEET SOUTH-SOUTHWEST OF A UTILITY POLE, 129.8
 DF5160'FEET SOUTH OF THE
 DF5160'CENTERLINE JUNCTIONS OF HIGHWAY 1942 WITH BENSON LANE.
 DF5160'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0891 ***********************************************************************
 HY0891  DESIGNATION -  B 10
 HY0891  PID         -  HY0891
 HY0891  STATE/COUNTY-  KY/CARTER
 HY0891  USGS QUAD   -  GRAYSON (1978)
 HY0891
 HY0891                         *CURRENT SURVEY CONTROL
 HY0891  ___________________________________________________________________
 HY0891* NAD 83(1986)-  38 18 01.     (N)    082 56 53.     (W)     SCALED    
 HY0891* NAVD 88     -       181.688  (meters)     596.09   (feet)  ADJUSTED  
 HY0891  ___________________________________________________________________
 HY0891  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HY0891  DYNAMIC HT  -         181.567 (meters)     595.69  (feet)  COMP
 HY0891  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 HY0891
 HY0891  VERT ORDER  -  FIRST     CLASS I
 HY0891
 HY0891.The horizontal coordinates were scaled from a topographic map and have
 HY0891.an estimated accuracy of +/- 6 seconds.
 HY0891
 HY0891.The orthometric height was determined by differential leveling
 HY0891.and adjusted by the National Geodetic Survey in June 1991..
 HY0891
 HY0891.The geoid height was determined by GEOID03.
 HY0891
 HY0891.The dynamic height is computed by dividing the NAVD 88
 HY0891.geopotential number by the normal gravity value computed on the
 HY0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0891.degrees latitude (g = 980.6199 gals.).
 HY0891
 HY0891.The modeled gravity was interpolated from observed gravity values.
 HY0891
 HY0891;                    North         East    Units  Estimated Accuracy
 HY0891;SPC KY1Z     - 1,221,980.    1,745,040.      MT  (+/- 180 meters Scaled)
 HY0891
 HY0891                          SUPERSEDED SURVEY CONTROL
 HY0891
 HY0891  NGVD 29 (??/??/92)  181.865  (m)          596.67   (f) ADJ UNCH    1 1
 HY0891
 HY0891.Superseded values are not recommended for survey control.
 HY0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0891.See file dsdata.txt to determine how the superseded data were derived.
 HY0891
 HY0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC296409(NAD 83)
 HY0891_MARKER: DB = BENCH MARK DISK
 HY0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0891_STAMPING: B 10 1928 596.725
 HY0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0891+STABILITY: SURFACE MOTION
 HY0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0891+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1997
 HY0891
 HY0891  HISTORY     - Date     Condition        Report By
 HY0891  HISTORY     - 1928     MONUMENTED       CGS
 HY0891  HISTORY     - 1967     GOOD             NGS
 HY0891  HISTORY     - 19970924 GOOD             KYDT
 HY0891
 HY0891                          STATION DESCRIPTION
 HY0891
 HY0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY0891'2.4 MI S FROM GRAYSON.
 HY0891'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 HY0891'U.S. HIGHWAY 60 AT GRAYSON, THENCE 1.8 MILES SOUTH ALONG A BLACK
 HY0891'TOPPED ROAD, 154 FEET NORTHWEST OF THE WEST CORNER OF THE
 HY0891'SOUTH ONE OF THREE CONCRETE AND STEEL BRIDGES OVER THE LITTLE
 HY0891'SANDY RIVER, 43 FEET NORTHWEST OF THE CENTER LINE OF THE
 HY0891'GRAVELED ROAD LEADING SOUTHWEST, 36 FEET SOUTHWEST OF THE
 HY0891'CENTER LINE OF THE BLACK TOPPED ROAD, 1.3 FEET SOUTH OF A METAL
 HY0891'WITNESS POST, ABOUT LEVEL WITH THE BLACK TOPPED ROAD AND SET IN
 HY0891'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 HY0891'THE GROUND.
 HY0891
 HY0891                          STATION RECOVERY (1997)
 HY0891
 HY0891'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1652 ***********************************************************************
 HY1652  DESIGNATION -  B 11 RESET 1952
 HY1652  PID         -  HY1652
 HY1652  STATE/COUNTY-  KY/MORGAN
 HY1652  USGS QUAD   -  WRIGLEY (1993)
 HY1652
 HY1652                         *CURRENT SURVEY CONTROL
 HY1652  ___________________________________________________________________
 HY1652* NAD 83(1986)-  38 02 39.     (N)    083 18 14.     (W)     SCALED    
 HY1652* NAVD 88     -       238.556  (meters)     782.66   (feet)  ADJUSTED  
 HY1652  ___________________________________________________________________
 HY1652  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HY1652  DYNAMIC HT  -         238.386 (meters)     782.10  (feet)  COMP
 HY1652  MODELED GRAV-     979,912.9   (mgal)                       NAVD 88
 HY1652
 HY1652  VERT ORDER  -  FIRST     CLASS I
 HY1652
 HY1652.The horizontal coordinates were scaled from a topographic map and have
 HY1652.an estimated accuracy of +/- 6 seconds.
 HY1652
 HY1652.The orthometric height was determined by differential leveling
 HY1652.and adjusted by the National Geodetic Survey in June 1991..
 HY1652
 HY1652.The geoid height was determined by GEOID03.
 HY1652
 HY1652.The dynamic height is computed by dividing the NAVD 88
 HY1652.geopotential number by the normal gravity value computed on the
 HY1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1652.degrees latitude (g = 980.6199 gals.).
 HY1652
 HY1652.The modeled gravity was interpolated from observed gravity values.
 HY1652
 HY1652;                    North         East    Units  Estimated Accuracy
 HY1652;SPC KY1Z     - 1,192,690.    1,714,680.      MT  (+/- 180 meters Scaled)
 HY1652
 HY1652                          SUPERSEDED SURVEY CONTROL
 HY1652
 HY1652  NGVD 29 (??/??/92)  238.725  (m)          783.22   (f) ADJ UNCH    1 1
 HY1652
 HY1652.Superseded values are not recommended for survey control.
 HY1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1652.See file dsdata.txt to determine how the superseded data were derived.
 HY1652
 HY1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC978132(NAD 83)
 HY1652_MARKER: DB = BENCH MARK DISK
 HY1652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1652_SP_SET: ABUTMENT
 HY1652_STAMPING: 783.213 B 11 RESET 1952
 HY1652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1652
 HY1652  HISTORY     - Date     Condition        Report By
 HY1652  HISTORY     - 1952     MONUMENTED       CGS
 HY1652  HISTORY     - 1967     GOOD             NGS
 HY1652
 HY1652                          STATION DESCRIPTION
 HY1652
 HY1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1652'2.8 MI NW FROM WRIGLEY.
 HY1652'ABOUT 2.85 MILES NORTHWEST ALONG STATE HIGHWAY 711 FROM THE
 HY1652'INTERSECTION OF STATE HIGHWAY 7 AT WRIGLEY, AT LEISURE, SET ON THE
 HY1652'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT FOR A
 HY1652'60-FOOT BRIDGE OVER DEVILS FORK, 15 FEET SOUTHWEST OF THE CENTER
 HY1652'LINE OF THE HIGHWAY AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0695 ***********************************************************************
 GD0695  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0695  DESIGNATION -  B 118
 GD0695  PID         -  GD0695
 GD0695  STATE/COUNTY-  KY/FULTON
 GD0695  USGS QUAD   -  BONDURANT (1982)
 GD0695
 GD0695                         *CURRENT SURVEY CONTROL
 GD0695  ___________________________________________________________________
 GD0695* NAD 83(1993)-  36 31 51.58283(N)    089 20 19.29600(W)     ADJUSTED  
 GD0695* NAVD 88     -        88.00   (meters)     288.7    (feet)  GPS OBS   
 GD0695  ___________________________________________________________________
 GD0695  X           -      59,222.809 (meters)                     COMP
 GD0695  Y           -  -5,130,851.513 (meters)                     COMP
 GD0695  Z           -   3,775,734.406 (meters)                     COMP
 GD0695  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 GD0695  ELLIP HEIGHT-          59.72  (meters)          (05/31/05) GPS OBS
 GD0695  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD0695  DYNAMIC HT  -          87.94  (meters)     288.5   (feet)  COMP
 GD0695  MODELED GRAV-     979,843.8   (mgal)                       NAVD 88
 GD0695
 GD0695  HORZ ORDER  -  FIRST
 GD0695  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD0695  ELLP ORDER  -  FOURTH    CLASS II
 GD0695
 GD0695.The horizontal coordinates were established by GPS observations
 GD0695.and adjusted by the National Geodetic Survey in May 2005..
 GD0695
 GD0695.The orthometric height was determined by GPS observations and a
 GD0695.high-resolution geoid model using precise GPS observation and
 GD0695.processing techniques. It supersedes the leveled height previously
 GD0695.determined for this station.
 GD0695.The vertical order pertains to the first NAVD 88 superseded value.
 GD0695
 GD0695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0695
 GD0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0695
 GD0695.The ellipsoidal height was determined by GPS observations
 GD0695.and is referenced to NAD 83.
 GD0695
 GD0695.The geoid height was determined by GEOID03.
 GD0695
 GD0695.The dynamic height is computed by dividing the NAVD 88
 GD0695.geopotential number by the normal gravity value computed on the
 GD0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0695.degrees latitude (g = 980.6199 gals.).
 GD0695
 GD0695.The modeled gravity was interpolated from observed gravity values.
 GD0695
 GD0695;                    North         East     Units Scale Factor Converg.
 GD0695;SPC KY1Z     - 1,028,118.598 1,178,635.262   MT  1.00017786   -2 12 11.9
 GD0695;SPC KY1Z     - 3,373,085.77  3,866,905.86   sFT  1.00017786   -2 12 11.9
 GD0695;SPC KY S     -   528,039.006   178,676.709   MT  1.00004288   -2 10 35.1
 GD0695;SPC KY S     - 1,732,407.97    586,208.50   sFT  1.00004288   -2 10 35.1
 GD0695;UTM  16      - 4,045,390.640   290,624.116   MT  1.00014013   -1 23 33.5
 GD0695
 GD0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0695!SPC KY1Z     -   0.99999063  x   1.00017786  =   1.00016849
 GD0695!SPC KY S     -   0.99999063  x   1.00004288  =   1.00003351
 GD0695!UTM  16      -   0.99999063  x   1.00014013  =   1.00013076
 GD0695
 GD0695                          SUPERSEDED SURVEY CONTROL
 GD0695
 GD0695  NAVD 88 (06/15/91)   87.949  (m)          288.55   (f) ADJUSTED    1 1
 GD0695  NGVD 29 (??/??/??)   87.884  (m)          288.33   (f) ADJUSTED    1 1
 GD0695
 GD0695.Superseded values are not recommended for survey control.
 GD0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0695.See file dsdata.txt to determine how the superseded data were derived.
 GD0695
 GD0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9062445391(NAD 83)
 GD0695_MARKER: DB = BENCH MARK DISK
 GD0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0695_SP_SET: HEADWALL OF CULVERT
 GD0695_STAMPING: B 118 1938
 GD0695_MARK LOGO: CGS   
 GD0695_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0695+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GD0695
 GD0695  HISTORY     - Date     Condition        Report By
 GD0695  HISTORY     - 1938     MONUMENTED       CGS
 GD0695  HISTORY     - 1974     GOOD             NGS
 GD0695  HISTORY     - 1976     GOOD             NGS
 GD0695  HISTORY     - 20001220 GOOD             CGS
 GD0695  HISTORY     - 20001220 GOOD             USACE
 GD0695  HISTORY     - 20020810 GOOD             USACE
 GD0695  HISTORY     - 20030710 GOOD             EMCINC
 GD0695
 GD0695                          STATION DESCRIPTION
 GD0695
 GD0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0695'0.9 MI N FROM MILLER.
 GD0695'ABOUT 0.90 MILE NORTH ALONG STATE HIGHWAY 94 FROM THE CROSSING OF
 GD0695'ILLINOIS CENTRAL RAILROAD AT COMMUNITY OF MILLER, ABOUT 0.1 MILE
 GD0695'SOUTH OF A JUNCTION OF A GRAVEL ROAD LEADING WEST, SET HORIZONTALLY
 GD0695'IN THE NORTH END OF THE WEST CONCRETE HEADWALL OF AN 8-FOOT BOX
 GD0695'CONCRETE CULVERT WITH WINGWALLS, 14 FEET WEST OF THE CENTER LINE
 GD0695'OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 GD0695
 GD0695                          STATION RECOVERY (1976)
 GD0695
 GD0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD0695'RECOVERED IN GOOD CONDITION.
 GD0695
 GD0695                          STATION RECOVERY (2000)
 GD0695
 GD0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (JMH)
 GD0695'RECOVERED IN GOOD CONDITION.
 GD0695
 GD0695                          STATION RECOVERY (2000)
 GD0695
 GD0695'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 GD0695'MARK WAS RECOVERED IN GOOD CONDITION.
 GD0695
 GD0695                          STATION RECOVERY (2002)
 GD0695
 GD0695'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0695'RECOVERED IN GOOD CONDITION.
 GD0695
 GD0695                          STATION RECOVERY (2003)
 GD0695
 GD0695'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0695'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0692 ***********************************************************************
 GZ0692  DESIGNATION -  B 12
 GZ0692  PID         -  GZ0692
 GZ0692  STATE/COUNTY-  KY/PULASKI
 GZ0692  USGS QUAD   -  SOMERSET (1987)
 GZ0692
 GZ0692                         *CURRENT SURVEY CONTROL
 GZ0692  ___________________________________________________________________
 GZ0692* NAD 83(1986)-  37 05 29.     (N)    084 36 50.     (W)     SCALED    
 GZ0692* NAVD 88     -       274.919  (meters)     901.96   (feet)  ADJUSTED  
 GZ0692  ___________________________________________________________________
 GZ0692  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GZ0692  DYNAMIC HT  -         274.705 (meters)     901.26  (feet)  COMP
 GZ0692  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 GZ0692
 GZ0692  VERT ORDER  -  FIRST     CLASS I
 GZ0692
 GZ0692.The horizontal coordinates were scaled from a topographic map and have
 GZ0692.an estimated accuracy of +/- 6 seconds.
 GZ0692
 GZ0692.The orthometric height was determined by differential leveling
 GZ0692.and adjusted by the National Geodetic Survey in June 1991..
 GZ0692.WARNING-Repeat measurements at this control monument indicate possible
 GZ0692.vertical movement.
 GZ0692
 GZ0692.The geoid height was determined by GEOID03.
 GZ0692
 GZ0692.The dynamic height is computed by dividing the NAVD 88
 GZ0692.geopotential number by the normal gravity value computed on the
 GZ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0692.degrees latitude (g = 980.6199 gals.).
 GZ0692
 GZ0692.The modeled gravity was interpolated from observed gravity values.
 GZ0692
 GZ0692;                    North         East    Units  Estimated Accuracy
 GZ0692;SPC KY1Z     - 1,084,750.    1,601,000.      MT  (+/- 180 meters Scaled)
 GZ0692
 GZ0692                          SUPERSEDED SURVEY CONTROL
 GZ0692
 GZ0692  NGVD 29 (??/??/92)  275.090  (m)          902.52   (f) ADJ UNCH    1 1
 GZ0692
 GZ0692.Superseded values are not recommended for survey control.
 GZ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0692.See file dsdata.txt to determine how the superseded data were derived.
 GZ0692
 GZ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG120076(NAD 83)
 GZ0692_MARKER: DB = BENCH MARK DISK
 GZ0692_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GZ0692_SP_SET: CONCRETE FOUNDATION
 GZ0692_STAMPING: B 12 1928 902.557
 GZ0692_MARK LOGO: CGS   
 GZ0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0692+STABILITY: SURFACE MOTION
 GZ0692
 GZ0692  HISTORY     - Date     Condition        Report By
 GZ0692  HISTORY     - 1928     MONUMENTED       CGS
 GZ0692  HISTORY     - 1968     GOOD             NGS
 GZ0692  HISTORY     - 1983     GOOD             KYDT
 GZ0692  HISTORY     - 1984     GOOD             NGS
 GZ0692  HISTORY     - 1987     GOOD             USPSQD
 GZ0692
 GZ0692                          STATION DESCRIPTION
 GZ0692
 GZ0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ0692'1 MI N FROM SOMERSET.
 GZ0692'ABOUT 1.05 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ0692'STATION AT SOMERSET, 0.15 MILE NORTHWEST OF MILEPOST 160, 71
 GZ0692'FEET NORTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD
 GZ0692'AND COLUMBIA STREET, SET IN THE TOP OF THE SOUTH CORNER OF AN
 GZ0692'ABANDONED CONCRETE FOUNDATION, 7 1/2 FEET NORTHEAST OF THE
 GZ0692'NORTHEAST RAIL OF THE NORTHEAST TRACK, 48 FEET NORTHWEST OF THE
 GZ0692'CENTERLINE OF THE STREET, AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 GZ0692'OF THE TRACK.
 GZ0692
 GZ0692                          STATION RECOVERY (1983)
 GZ0692
 GZ0692'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ0692'RECOVERED IN GOOD CONDITION.
 GZ0692
 GZ0692                          STATION RECOVERY (1984)
 GZ0692
 GZ0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ0692'RECOVERED IN GOOD CONDITION.
 GZ0692
 GZ0692                          STATION RECOVERY (1987)
 GZ0692
 GZ0692'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAH)
 GZ0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1499 ***********************************************************************
 HZ1499  DESIGNATION -  B 122
 HZ1499  PID         -  HZ1499
 HZ1499  STATE/COUNTY-  KY/JEFFERSON
 HZ1499  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1499
 HZ1499                         *CURRENT SURVEY CONTROL
 HZ1499  ___________________________________________________________________
 HZ1499* NAD 83(1986)-  38 13 54.     (N)    085 47 23.     (W)     SCALED    
 HZ1499* NAVD 88     -       142.855  (meters)     468.68   (feet)  ADJUSTED  
 HZ1499  ___________________________________________________________________
 HZ1499  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ1499  DYNAMIC HT  -         142.758 (meters)     468.37  (feet)  COMP
 HZ1499  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 HZ1499
 HZ1499  VERT ORDER  -  FIRST     CLASS II
 HZ1499
 HZ1499.The horizontal coordinates were scaled from a topographic map and have
 HZ1499.an estimated accuracy of +/- 6 seconds.
 HZ1499
 HZ1499.The orthometric height was determined by differential leveling
 HZ1499.and adjusted by the National Geodetic Survey in June 1991..
 HZ1499
 HZ1499.The geoid height was determined by GEOID03.
 HZ1499
 HZ1499.The dynamic height is computed by dividing the NAVD 88
 HZ1499.geopotential number by the normal gravity value computed on the
 HZ1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1499.degrees latitude (g = 980.6199 gals.).
 HZ1499
 HZ1499.The modeled gravity was interpolated from observed gravity values.
 HZ1499
 HZ1499;                    North         East    Units  Estimated Accuracy
 HZ1499;SPC KY1Z     - 1,210,680.    1,496,520.      MT  (+/- 180 meters Scaled)
 HZ1499
 HZ1499                          SUPERSEDED SURVEY CONTROL
 HZ1499
 HZ1499  NGVD 29 (??/??/92)  142.997  (m)          469.15   (f) ADJ UNCH    1 2
 HZ1499
 HZ1499.Superseded values are not recommended for survey control.
 HZ1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1499.See file dsdata.txt to determine how the superseded data were derived.
 HZ1499
 HZ1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH059322(NAD 83)
 HZ1499_MARKER: DB = BENCH MARK DISK
 HZ1499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1499_SP_SET: OVERPASS
 HZ1499_STAMPING: B 122 1940
 HZ1499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1499
 HZ1499  HISTORY     - Date     Condition        Report By
 HZ1499  HISTORY     - 1940     MONUMENTED       CGS
 HZ1499  HISTORY     - 1954     GOOD             NGS
 HZ1499
 HZ1499                          STATION DESCRIPTION
 HZ1499
 HZ1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1499'AT LOUISVILLE.
 HZ1499'AT LOUISVILLE, ABOUT 0.4 MILE SOUTHEAST OF PARKLAND JUNIOR
 HZ1499'HIGH SCHOOL WHICH IS LOCATED AT JUNCTION OF WOODLAND AVENUE
 HZ1499'AND 25TH STREET, AT A RAILROAD OVERPASS OVER U.S. HIGHWAY
 HZ1499'31 W (DIXIE HIGHWAY), SET IN THE TOP OF THE NORTHWEST WING WALL
 HZ1499'OF OVERPASS, 20.1 FEET EAST OF A SWITCH STAND, 5.1 FEET NORTH OF
 HZ1499'THE NORTH RAIL AND ABOUT 1/2 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2140 ***********************************************************************
 HY2140  DESIGNATION -  B 123 RESET 1980
 HY2140  PID         -  HY2140
 HY2140  STATE/COUNTY-  KY/ROWAN
 HY2140  USGS QUAD   -  PLUMMERS LANDING (1979)
 HY2140
 HY2140                         *CURRENT SURVEY CONTROL
 HY2140  ___________________________________________________________________
 HY2140* NAD 83(1986)-  38 18 00.     (N)    083 34 14.     (W)     SCALED    
 HY2140* NAVD 88     -       203.43   (meters)     667.4    (feet)  RESET     
 HY2140  ___________________________________________________________________
 HY2140  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HY2140
 HY2140  VERT ORDER  -  THIRD
 HY2140
 HY2140.The horizontal coordinates were scaled from a topographic map and have
 HY2140.an estimated accuracy of +/- 6 seconds.
 HY2140
 HY2140.The orthometric height was computed from unverified reset data.
 HY2140.No vertical observational check was made to the station.
 HY2140
 HY2140.The geoid height was determined by GEOID03.
 HY2140
 HY2140;                    North         East    Units  Estimated Accuracy
 HY2140;SPC KY1Z     - 1,220,490.    1,690,610.      MT  (+/- 180 meters Scaled)
 HY2140
 HY2140                          SUPERSEDED SURVEY CONTROL
 HY2140
 HY2140  NGVD 29 (10/08/05)  203.61   (m)          668.0    (f) RESET       3  
 HY2140
 HY2140.Superseded values are not recommended for survey control.
 HY2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2140.See file dsdata.txt to determine how the superseded data were derived.
 HY2140
 HY2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC752422(NAD 83)
 HY2140_MARKER: DB = BENCH MARK DISK
 HY2140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY2140_SP_SET: LARGE BOX CULVERT
 HY2140_STAMPING: B 123 RESET 1980
 HY2140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY2140+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2003
 HY2140
 HY2140  HISTORY     - Date     Condition        Report By
 HY2140  HISTORY     - 1980     MONUMENTED       NGS
 HY2140  HISTORY     - 20030903 GOOD             KYDT
 HY2140
 HY2140                          STATION DESCRIPTION
 HY2140
 HY2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 HY2140'12.75 MI NW FROM MOREHEAD.
 HY2140'12.75 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 HY2140'WITH U.S. HIGHWAY 60 IN MOREHEAD, IN THE TOP AND SOUTH END OF A
 HY2140'CONCRETE HEADWALL OF AN 8 BY 2 FOOT CONCRETE BOX CULVERT, 16 FEET
 HY2140'EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET NORTH OF THE
 HY2140'CENTERLINE OF A FIELD ENTERANCE, AND JUST OPPOSITE A PAVED ROAD
 HY2140'SOUTHWEST.
 HY2140
 HY2140                          STATION RECOVERY (2003)
 HY2140
 HY2140'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HY2140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0929 ***********************************************************************
 GC0929  DESIGNATION -  B 126
 GC0929  PID         -  GC0929
 GC0929  STATE/COUNTY-  KY/LOGAN
 GC0929  USGS QUAD   -  RUSSELLVILLE (1983)
 GC0929
 GC0929                         *CURRENT SURVEY CONTROL
 GC0929  ___________________________________________________________________
 GC0929* NAD 83(1986)-  36 51 16.     (N)    086 53 02.     (W)     SCALED    
 GC0929* NAVD 88     -       179.911  (meters)     590.26   (feet)  ADJUSTED  
 GC0929  ___________________________________________________________________
 GC0929  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GC0929  DYNAMIC HT  -         179.771 (meters)     589.80  (feet)  COMP
 GC0929  MODELED GRAV-     979,847.8   (mgal)                       NAVD 88
 GC0929
 GC0929  VERT ORDER  -  FIRST     CLASS I
 GC0929
 GC0929.The horizontal coordinates were scaled from a topographic map and have
 GC0929.an estimated accuracy of +/- 6 seconds.
 GC0929
 GC0929.The orthometric height was determined by differential leveling
 GC0929.and adjusted by the National Geodetic Survey in June 1991..
 GC0929
 GC0929.The geoid height was determined by GEOID03.
 GC0929
 GC0929.The dynamic height is computed by dividing the NAVD 88
 GC0929.geopotential number by the normal gravity value computed on the
 GC0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0929.degrees latitude (g = 980.6199 gals.).
 GC0929
 GC0929.The modeled gravity was interpolated from observed gravity values.
 GC0929
 GC0929;                    North         East    Units  Estimated Accuracy
 GC0929;SPC KY1Z     - 1,058,450.    1,398,880.      MT  (+/- 180 meters Scaled)
 GC0929
 GC0929                          SUPERSEDED SURVEY CONTROL
 GC0929
 GC0929  NGVD 29 (??/??/92)  180.021  (m)          590.62   (f) ADJ UNCH    1 1
 GC0929
 GC0929.Superseded values are not recommended for survey control.
 GC0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0929.See file dsdata.txt to determine how the superseded data were derived.
 GC0929
 GC0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF103787(NAD 83)
 GC0929_MARKER: DB = BENCH MARK DISK
 GC0929_SETTING: 66 = SET IN ROCK OUTCROP
 GC0929_SP_SET: ROCK OUTCROP
 GC0929_STAMPING: B 126 1943
 GC0929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0929+STABILITY: POSITION/ELEVATION WELL
 GC0929
 GC0929  HISTORY     - Date     Condition        Report By
 GC0929  HISTORY     - 1943     MONUMENTED       CGS
 GC0929  HISTORY     - 1968     GOOD             NGS
 GC0929
 GC0929                          STATION DESCRIPTION
 GC0929
 GC0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0929'0.8 MI NE FROM RUSSELLVILLE.
 GC0929'ABOUT 0.85 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GC0929'RAILROAD FROM THE STATION AT RUSSELLVILLE, AT THE JUNCTION OF
 GC0929'THE RAILROAD AND A SIDETRACK, 245 YARDS NORTHEAST OF A CROSSING
 GC0929'OF THE RAILROAD AND MORGAN STREET, 118 YARDS SOUTHWEST OF A
 GC0929'CROSSING OF THE SIDETRACK AND STATE HIGHWAY 79, 435 YARDS
 GC0929'NORTHEAST OF MILEPOST 143, 23 FEET SOUTHEAST OF THE SOUTHEAST
 GC0929'RAIL OF THE MAIN TRACK, 4 1/21 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 GC0929'OF THE SIDETRACK, SET IN THE TOP OF A ROCK OUTCROP ABOUT
 GC0929'6 INCHES BELOW THE SURFACE OF THE GROUND, 93 FEET NORTHEAST OF
 GC0929'A TELEPHONE POLE, 136 FEET NORTHEAST OF A SWITCH STAND, 14
 GC0929'FEET SOUTHEAST AND ACROSS THE SIDETRACK FROM A SWITCH STAND,
 GC0929'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- THIS
 GC0929'MARK IS LOCATED IN THE BOTTOM OF A DITCH AND IS SUBJECT TO BEING
 GC0929'COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0220 ***********************************************************************
 HA0220  DESIGNATION -  B 127
 HA0220  PID         -  HA0220
 HA0220  STATE/COUNTY-  KY/GRAYSON
 HA0220  USGS QUAD   -  CLARKSON (1967)
 HA0220
 HA0220                         *CURRENT SURVEY CONTROL
 HA0220  ___________________________________________________________________
 HA0220* NAD 83(1986)-  37 24 31.     (N)    086 13 53.     (W)     SCALED    
 HA0220* NAVD 88     -       225.452  (meters)     739.67   (feet)  ADJUSTED  
 HA0220  ___________________________________________________________________
 HA0220  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HA0220  DYNAMIC HT  -         225.280 (meters)     739.11  (feet)  COMP
 HA0220  MODELED GRAV-     979,866.2   (mgal)                       NAVD 88
 HA0220
 HA0220  VERT ORDER  -  SECOND    CLASS 0
 HA0220
 HA0220.The horizontal coordinates were scaled from a topographic map and have
 HA0220.an estimated accuracy of +/- 6 seconds.
 HA0220
 HA0220.The orthometric height was determined by differential leveling
 HA0220.and adjusted by the National Geodetic Survey in June 1991..
 HA0220
 HA0220.The geoid height was determined by GEOID03.
 HA0220
 HA0220.The dynamic height is computed by dividing the NAVD 88
 HA0220.geopotential number by the normal gravity value computed on the
 HA0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0220.degrees latitude (g = 980.6199 gals.).
 HA0220
 HA0220.The modeled gravity was interpolated from observed gravity values.
 HA0220
 HA0220;                    North         East    Units  Estimated Accuracy
 HA0220;SPC KY1Z     - 1,119,450.    1,457,380.      MT  (+/- 180 meters Scaled)
 HA0220
 HA0220                          SUPERSEDED SURVEY CONTROL
 HA0220
 HA0220  NGVD 29 (??/??/92)  225.569  (m)          740.05   (f) ADJ UNCH    2 0
 HA0220
 HA0220.Superseded values are not recommended for survey control.
 HA0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0220.See file dsdata.txt to determine how the superseded data were derived.
 HA0220
 HA0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG680404(NAD 83)
 HA0220_MARKER: DB = BENCH MARK DISK
 HA0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0220_SP_SET: CULVERT
 HA0220_STAMPING: B 127 1943
 HA0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0220
 HA0220  HISTORY     - Date     Condition        Report By
 HA0220  HISTORY     - 1943     MONUMENTED       CGS
 HA0220
 HA0220                          STATION DESCRIPTION
 HA0220
 HA0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HA0220'0.8 MI SW FROM PEONIA.
 HA0220'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 88 AND STATE
 HA0220'HIGHWAY NO. 226 AT PEONIA, PROCEED 0.8 MILE SOUTHWESTERLY
 HA0220'ALONG STATE HIGHWAY NO. 226 TO A CONCRETE CULVERT AND SITE OF
 HA0220'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 HA0220'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 4 X 4 FOOT CONCRETE
 HA0220'BOX CULVERT UNDER THE HIGHWAY.  IT IS 84.0 YARDS NORTHEAST OF
 HA0220'AND ACROSS THE HIGHWAY FROM THE CENTERLINE OF A DIRT ROAD
 HA0220'LEADING NORTH, 16.3 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION
 HA0220'AS THE CENTERLINE OF THE HIGHWAY.  THIS BENCH MARK IS ALSO 0.5
 HA0220'MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAY NO. 226 AND
 HA0220'STATE HIGHWAY NO. 65 AT MEREDITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0095 ***********************************************************************
 GD0095  DESIGNATION -  B 128
 GD0095  PID         -  GD0095
 GD0095  STATE/COUNTY-  KY/CALLOWAY
 GD0095  USGS QUAD   -  HICO (1981)
 GD0095
 GD0095                         *CURRENT SURVEY CONTROL
 GD0095  ___________________________________________________________________
 GD0095* NAD 83(1986)-  36 38 24.     (N)    088 13 24.     (W)     SCALED    
 GD0095* NAVD 88     -       163.074  (meters)     535.02   (feet)  ADJUSTED  
 GD0095  ___________________________________________________________________
 GD0095  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GD0095  DYNAMIC HT  -         162.943 (meters)     534.59  (feet)  COMP
 GD0095  MODELED GRAV-     979,822.9   (mgal)                       NAVD 88
 GD0095
 GD0095  VERT ORDER  -  FIRST     CLASS II
 GD0095
 GD0095.The horizontal coordinates were scaled from a topographic map and have
 GD0095.an estimated accuracy of +/- 6 seconds.
 GD0095
 GD0095.The orthometric height was determined by differential leveling
 GD0095.and adjusted by the National Geodetic Survey in June 1991..
 GD0095
 GD0095.The geoid height was determined by GEOID03.
 GD0095
 GD0095.The dynamic height is computed by dividing the NAVD 88
 GD0095.geopotential number by the normal gravity value computed on the
 GD0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0095.degrees latitude (g = 980.6199 gals.).
 GD0095
 GD0095.The modeled gravity was interpolated from observed gravity values.
 GD0095
 GD0095;                    North         East    Units  Estimated Accuracy
 GD0095;SPC KY1Z     - 1,036,970.    1,278,810.      MT  (+/- 180 meters Scaled)
 GD0095
 GD0095                          SUPERSEDED SURVEY CONTROL
 GD0095
 GD0095  NGVD 29 (??/??/??)  163.124  (m)          535.18   (f) ADJUSTED    1 2
 GD0095
 GD0095.Superseded values are not recommended for survey control.
 GD0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0095.See file dsdata.txt to determine how the superseded data were derived.
 GD0095
 GD0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF906556(NAD 83)
 GD0095_MARKER: DB = BENCH MARK DISK
 GD0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0095_SP_SET: CULVERT
 GD0095_STAMPING: B 128 1946
 GD0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0095+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 GD0095
 GD0095  HISTORY     - Date     Condition        Report By
 GD0095  HISTORY     - 1946     MONUMENTED       CGS
 GD0095  HISTORY     - 1971     GOOD             NGS
 GD0095  HISTORY     - 20040617 GOOD             USACE
 GD0095
 GD0095                          STATION DESCRIPTION
 GD0095
 GD0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0095'5 MI NE FROM MURRAY.
 GD0095'ABOUT 5.0 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE COURT
 GD0095'HOUSE AT MURRAY, ABOUT 0.9 MILE SOUTHWEST OF THE ELM GROVE
 GD0095'MISSIONARY BAPTIST CHURCH, SET IN THE TOP OF THE SOUTHWEST END
 GD0095'OF THE 9 FOOT CONCRETE SOUTHEAST HEAD WALL OF A 20 INCH PIPE
 GD0095'CULVERT, 14 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER
 GD0095'LINE OF THE HIGHWAY.
 GD0095
 GD0095                          STATION RECOVERY (1971)
 GD0095
 GD0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0095'RECOVERED IN GOOD CONDITION.
 GD0095
 GD0095                          STATION RECOVERY (2004)
 GD0095
 GD0095'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0415 ***********************************************************************
 HB0415  DESIGNATION -  B 129 RESET 1951
 HB0415  PID         -  HB0415
 HB0415  STATE/COUNTY-  KY/MCCRACKEN
 HB0415  USGS QUAD   -  PADUCAH EAST (1982)
 HB0415
 HB0415                         *CURRENT SURVEY CONTROL
 HB0415  ___________________________________________________________________
 HB0415* NAD 83(1986)-  37 02 45.     (N)    088 33 40.     (W)     SCALED    
 HB0415* NAVD 88     -       104.712  (meters)     343.54   (feet)  ADJUSTED  
 HB0415  ___________________________________________________________________
 HB0415  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 HB0415  DYNAMIC HT  -         104.634 (meters)     343.29  (feet)  COMP
 HB0415  MODELED GRAV-     979,892.4   (mgal)                       NAVD 88
 HB0415
 HB0415  VERT ORDER  -  FIRST     CLASS I
 HB0415
 HB0415.The horizontal coordinates were scaled from a topographic map and have
 HB0415.an estimated accuracy of +/- 6 seconds.
 HB0415
 HB0415.The orthometric height was determined by differential leveling
 HB0415.and adjusted by the National Geodetic Survey in June 1991..
 HB0415
 HB0415.The geoid height was determined by GEOID03.
 HB0415
 HB0415.The dynamic height is computed by dividing the NAVD 88
 HB0415.geopotential number by the normal gravity value computed on the
 HB0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0415.degrees latitude (g = 980.6199 gals.).
 HB0415
 HB0415.The modeled gravity was interpolated from observed gravity values.
 HB0415
 HB0415;                    North         East    Units  Estimated Accuracy
 HB0415;SPC KY1Z     - 1,082,840.    1,249,960.      MT  (+/- 180 meters Scaled)
 HB0415
 HB0415                          SUPERSEDED SURVEY CONTROL
 HB0415
 HB0415  NGVD 29 (??/??/??)  104.736  (m)          343.62   (f) ADJUSTED    1 1
 HB0415
 HB0415.Superseded values are not recommended for survey control.
 HB0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0415.See file dsdata.txt to determine how the superseded data were derived.
 HB0415
 HB0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG611010(NAD 83)
 HB0415_MARKER: DD = SURVEY DISK
 HB0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0415_SP_SET: CULVERT
 HB0415_STAMPING: B 129 RESET 1951
 HB0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0415
 HB0415  HISTORY     - Date     Condition        Report By
 HB0415  HISTORY     - 1951     MONUMENTED       DOD
 HB0415  HISTORY     - 1968     GOOD             CGS
 HB0415  HISTORY     - 1972     GOOD             NGS
 HB0415
 HB0415                          STATION DESCRIPTION
 HB0415
 HB0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0415'4.2 MI SE FROM PADUCAH.
 HB0415'ABOUT 0.45 MILE SOUTHWEST ALONG BROADWAY FROM THE POST OFFICE
 HB0415'AT PADUCAH, THENCE 3.6 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL
 HB0415'RAILROAD, AT A CROSSING OF THE RAILROAD AND A LEVEE, 90 FEET
 HB0415'SOUTH AND ACROSS THE TRACKS FROM MILEPOST 222, 36 FEET SOUTH OF
 HB0415'THE SOUTH RAIL OF THE SOUTH TRACK, SET IN THE CENTER OF THE TOP OF
 HB0415'THE NORTHWEST CONCRETE HEADWALL OF A DOUBLE-CHANNEL CULVERT
 HB0415'THROUGH THE LEVEE, 30 FEET WEST OF THE CENTERLINE OF THE LEVEE,
 HB0415'AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
 HB0415
 HB0415                          STATION RECOVERY (1972)
 HB0415
 HB0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1480 ***********************************************************************
 GZ1480  DESIGNATION -  B 13
 GZ1480  PID         -  GZ1480
 GZ1480  STATE/COUNTY-  KY/ADAIR
 GZ1480  USGS QUAD   -  COLUMBIA (1976)
 GZ1480
 GZ1480                         *CURRENT SURVEY CONTROL
 GZ1480  ___________________________________________________________________
 GZ1480* NAD 83(1986)-  37 06 09.     (N)    085 18 22.     (W)     SCALED    
 GZ1480* NAVD 88     -       228.493  (meters)     749.65   (feet)  ADJUSTED  
 GZ1480  ___________________________________________________________________
 GZ1480  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ1480  DYNAMIC HT  -         228.312 (meters)     749.05  (feet)  COMP
 GZ1480  MODELED GRAV-     979,831.1   (mgal)                       NAVD 88
 GZ1480
 GZ1480  VERT ORDER  -  FIRST     CLASS I
 GZ1480
 GZ1480.The horizontal coordinates were scaled from a topographic map and have
 GZ1480.an estimated accuracy of +/- 6 seconds.
 GZ1480
 GZ1480.The orthometric height was determined by differential leveling
 GZ1480.and adjusted by the National Geodetic Survey in June 1991..
 GZ1480
 GZ1480.The geoid height was determined by GEOID03.
 GZ1480
 GZ1480.The dynamic height is computed by dividing the NAVD 88
 GZ1480.geopotential number by the normal gravity value computed on the
 GZ1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1480.degrees latitude (g = 980.6199 gals.).
 GZ1480
 GZ1480.The modeled gravity was interpolated from observed gravity values.
 GZ1480
 GZ1480;                    North         East    Units  Estimated Accuracy
 GZ1480;SPC KY1Z     - 1,085,460.    1,539,460.      MT  (+/- 180 meters Scaled)
 GZ1480
 GZ1480                          SUPERSEDED SURVEY CONTROL
 GZ1480
 GZ1480  NGVD 29 (??/??/92)  228.653  (m)          750.17   (f) ADJ UNCH    1 1
 GZ1480
 GZ1480.Superseded values are not recommended for survey control.
 GZ1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1480.See file dsdata.txt to determine how the superseded data were derived.
 GZ1480
 GZ1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG505075(NAD 83)
 GZ1480_MARKER: DB = BENCH MARK DISK
 GZ1480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1480_SP_SET: STONE WALL
 GZ1480_STAMPING: B 13 1928 750.172
 GZ1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1480+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 GZ1480
 GZ1480  HISTORY     - Date     Condition        Report By
 GZ1480  HISTORY     - 1928     MONUMENTED       CGS
 GZ1480  HISTORY     - 1968     GOOD             NGS
 GZ1480  HISTORY     - 20050816 GOOD             KYTC
 GZ1480
 GZ1480                          STATION DESCRIPTION
 GZ1480
 GZ1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1480'AT COLUMBIA.
 GZ1480'AT COLUMBIA, 84 FEET WEST OF THE WEST CORNER OF THE ADAIR
 GZ1480'COUNTY COURTHOUSE, SET VERTICALLY IN THE FACE OF THE NORTHEAST
 GZ1480'STONE WALL OF THE BANK OF COLUMBIA BUILDING, 12 FEET SOUTHEAST
 GZ1480'OF THE ENTRANCE TO THE BUILDING, 73 FEET NORTHWEST OF THE
 GZ1480'CENTERLINE OF BURKESVILLE STREET WHICH IS STATE HIGHWAY 80,
 GZ1480'AND 2.3 FEET ABOVE THE LEVEL OF A CONCRETE SIDEWALK.
 GZ1480
 GZ1480                          STATION RECOVERY (2005)
 GZ1480
 GZ1480'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0072 ***********************************************************************
 GD0072  DESIGNATION -  B 131
 GD0072  PID         -  GD0072
 GD0072  STATE/COUNTY-  KY/TRIGG
 GD0072  USGS QUAD   -  FENTON (1986)
 GD0072
 GD0072                         *CURRENT SURVEY CONTROL
 GD0072  ___________________________________________________________________
 GD0072* NAD 83(1986)-  36 47 08.     (N)    088 01 19.     (W)     SCALED    
 GD0072* NAVD 88     -       121.220  (meters)     397.70   (feet)  ADJUSTED  
 GD0072  ___________________________________________________________________
 GD0072  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GD0072  DYNAMIC HT  -         121.125 (meters)     397.39  (feet)  COMP
 GD0072  MODELED GRAV-     979,843.7   (mgal)                       NAVD 88
 GD0072
 GD0072  VERT ORDER  -  FIRST     CLASS II
 GD0072
 GD0072.The horizontal coordinates were scaled from a topographic map and have
 GD0072.an estimated accuracy of +/- 6 seconds.
 GD0072
 GD0072.The orthometric height was determined by differential leveling
 GD0072.and adjusted by the National Geodetic Survey in June 1991..
 GD0072
 GD0072.The geoid height was determined by GEOID03.
 GD0072
 GD0072.The dynamic height is computed by dividing the NAVD 88
 GD0072.geopotential number by the normal gravity value computed on the
 GD0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0072.degrees latitude (g = 980.6199 gals.).
 GD0072
 GD0072.The modeled gravity was interpolated from observed gravity values.
 GD0072
 GD0072;                    North         East    Units  Estimated Accuracy
 GD0072;SPC KY1Z     - 1,052,660.    1,297,210.      MT  (+/- 180 meters Scaled)
 GD0072
 GD0072                          SUPERSEDED SURVEY CONTROL
 GD0072
 GD0072  NGVD 29 (??/??/??)  121.287  (m)          397.92   (f) ADJUSTED    1 2
 GD0072
 GD0072.Superseded values are not recommended for survey control.
 GD0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0072.See file dsdata.txt to determine how the superseded data were derived.
 GD0072
 GD0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF088715(NAD 83)
 GD0072_MARKER: DB = BENCH MARK DISK
 GD0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0072_SP_SET: BRIDGE
 GD0072_STAMPING: B 131 1948
 GD0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0072
 GD0072  HISTORY     - Date     Condition        Report By
 GD0072  HISTORY     - 1948     MONUMENTED       CGS
 GD0072  HISTORY     - 1972     GOOD             NGS
 GD0072
 GD0072                          STATION DESCRIPTION
 GD0072
 GD0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0072'IN GOLDEN POND.
 GD0072'ALONG U.S. HIGHWAY 68, ABOUT 100 YARDS WEST OF THE POST OFFICE,
 GD0072'IN THE TOP OF THE SOUTHEAST WING WALL OF A 38-FOOT CONCRETE
 GD0072'BRIDGE OVER GILBERT CREEK, 18.5 FEET SOUTH OF THE CENTER OF THE
 GD0072'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 GD0072'NOTE-- ON HWY 68 + 100 YDS W OF OLD POST OFFICE.  OLD POST
 GD0072'OFFICE GONE.
 GD0072
 GD0072                          STATION RECOVERY (1972)
 GD0072
 GD0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0440 ***********************************************************************
 GD0440  DESIGNATION -  B 132
 GD0440  PID         -  GD0440
 GD0440  STATE/COUNTY-  KY/HICKMAN
 GD0440  USGS QUAD   -  CLINTON (1981)
 GD0440
 GD0440                         *CURRENT SURVEY CONTROL
 GD0440  ___________________________________________________________________
 GD0440* NAD 83(1986)-  36 38 39.     (N)    088 59 48.     (W)     SCALED    
 GD0440* NAVD 88     -       115.757  (meters)     379.78   (feet)  ADJUSTED  
 GD0440  ___________________________________________________________________
 GD0440  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GD0440  DYNAMIC HT  -         115.668 (meters)     379.49  (feet)  COMP
 GD0440  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 GD0440
 GD0440  VERT ORDER  -  FIRST     CLASS II
 GD0440
 GD0440.The horizontal coordinates were scaled from a topographic map and have
 GD0440.an estimated accuracy of +/- 6 seconds.
 GD0440
 GD0440.The orthometric height was determined by differential leveling
 GD0440.and adjusted by the National Geodetic Survey in June 1991..
 GD0440
 GD0440.The geoid height was determined by GEOID03.
 GD0440
 GD0440.The dynamic height is computed by dividing the NAVD 88
 GD0440.geopotential number by the normal gravity value computed on the
 GD0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0440.degrees latitude (g = 980.6199 gals.).
 GD0440
 GD0440.The modeled gravity was interpolated from observed gravity values.
 GD0440
 GD0440;                    North         East    Units  Estimated Accuracy
 GD0440;SPC KY1Z     - 1,039,550.    1,209,690.      MT  (+/- 180 meters Scaled)
 GD0440
 GD0440                          SUPERSEDED SURVEY CONTROL
 GD0440
 GD0440  NGVD 29 (??/??/??)  115.681  (m)          379.53   (f) ADJUSTED    1 2
 GD0440
 GD0440.Superseded values are not recommended for survey control.
 GD0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0440.See file dsdata.txt to determine how the superseded data were derived.
 GD0440
 GD0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF215572(NAD 83)
 GD0440_MARKER: DB = BENCH MARK DISK
 GD0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0440_STAMPING: B 132 1948
 GD0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0440+STABILITY: SURFACE MOTION
 GD0440
 GD0440  HISTORY     - Date     Condition        Report By
 GD0440  HISTORY     - 1948     MONUMENTED       CGS
 GD0440
 GD0440                          STATION DESCRIPTION
 GD0440
 GD0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0440'2 MI S FROM CLINTON.
 GD0440'ABOUT 2.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0440'THE STATION AT CLINTON, 312 YARDS SOUTH OF MILE POST C 394, ABOUT
 GD0440'0.3 MILE SOUTH OF A WOODEN OVERPASS, 270 YARDS NORTH OF A FIELD
 GD0440'ROAD CROSSING, ON TOP OF THE SECOND CUT NORTH OF THE FIELD ROAD
 GD0440'CROSSING, 47 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 GD0440'173 FEET NORTH OF THE EAST END OF AN 18-INCH PIPE CULVERT
 GD0440'UNDER THE RAILROAD, 168 FEET NORTH OF A CROSS FENCE CORNER IN THE
 GD0440'EAST R/W FENCE, 1 FOOT WEST OF THE FENCE LINE, 1.5 FEET EAST
 GD0440'OF A WHITE WOODEN WITNESS POST, 2.5 FEET ABOVE THE TRACK AND SET
 GD0440'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0583 ***********************************************************************
 GD0583  DESIGNATION -  B 133
 GD0583  PID         -  GD0583
 GD0583  STATE/COUNTY-  KY/BALLARD
 GD0583  USGS QUAD   -  WICKLIFFE (1983)
 GD0583
 GD0583                         *CURRENT SURVEY CONTROL
 GD0583  ___________________________________________________________________
 GD0583* NAD 83(1986)-  36 56 38.     (N)    089 04 09.     (W)     SCALED    
 GD0583* NAVD 88     -       110.314  (meters)     361.92   (feet)  ADJUSTED  
 GD0583  ___________________________________________________________________
 GD0583  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0583  DYNAMIC HT  -         110.231 (meters)     361.65  (feet)  COMP
 GD0583  MODELED GRAV-     979,879.5   (mgal)                       NAVD 88
 GD0583
 GD0583  VERT ORDER  -  FIRST     CLASS II
 GD0583
 GD0583.The horizontal coordinates were scaled from a topographic map and have
 GD0583.an estimated accuracy of +/- 6 seconds.
 GD0583
 GD0583.The orthometric height was determined by differential leveling
 GD0583.and adjusted by the National Geodetic Survey in June 1991..
 GD0583
 GD0583.The geoid height was determined by GEOID03.
 GD0583
 GD0583.The dynamic height is computed by dividing the NAVD 88
 GD0583.geopotential number by the normal gravity value computed on the
 GD0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0583.degrees latitude (g = 980.6199 gals.).
 GD0583
 GD0583.The modeled gravity was interpolated from observed gravity values.
 GD0583
 GD0583;                    North         East    Units  Estimated Accuracy
 GD0583;SPC KY1Z     - 1,073,020.    1,204,390.      MT  (+/- 180 meters Scaled)
 GD0583
 GD0583                          SUPERSEDED SURVEY CONTROL
 GD0583
 GD0583  NGVD 29 (??/??/??)  110.181  (m)          361.49   (f) ADJUSTED    1 2
 GD0583
 GD0583.Superseded values are not recommended for survey control.
 GD0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0583.See file dsdata.txt to determine how the superseded data were derived.
 GD0583
 GD0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF157906(NAD 83)
 GD0583_MARKER: DB = BENCH MARK DISK
 GD0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0583_SP_SET: CONCRETE BASE
 GD0583_STAMPING: B 133 1948
 GD0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0583
 GD0583  HISTORY     - Date     Condition        Report By
 GD0583  HISTORY     - 1948     MONUMENTED       CGS
 GD0583
 GD0583                          STATION DESCRIPTION
 GD0583
 GD0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0583'1.9 MI S FROM WICKLIFFE.
 GD0583'1.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0583'STATION AT WICKLIFFE, ABOUT 0.2 MILE NORTHWEST OF MILE POST
 GD0583'C 372, SET IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE
 GD0583'FOR SIGNAL TOWER NO. 371/8, 7.2 FEET NORTHEAST OF THE NORTHEAST
 GD0583'RAIL AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1105 ***********************************************************************
 GC1105  DESIGNATION -  B 134
 GC1105  PID         -  GC1105
 GC1105  STATE/COUNTY-  KY/CHRISTIAN
 GC1105  USGS QUAD   -  OAK GROVE (1982)
 GC1105
 GC1105                         *CURRENT SURVEY CONTROL
 GC1105  ___________________________________________________________________
 GC1105* NAD 83(1986)-  36 39 39.     (N)    087 26 36.     (W)     SCALED    
 GC1105* NAVD 88     -       165.579  (meters)     543.24   (feet)  POSTED    
 GC1105  ___________________________________________________________________
 GC1105  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC1105  DYNAMIC HT  -         165.440 (meters)     542.78  (feet)  COMP
 GC1105  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 GC1105
 GC1105  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GC1105
 GC1105.The horizontal coordinates were scaled from a topographic map and have
 GC1105.an estimated accuracy of +/- 6 seconds.
 GC1105
 GC1105.The orthometric height was determined by differential leveling
 GC1105.and adjusted by the National Geodetic Survey in 1992..
 GC1105.No vertical observational check was made to the station.
 GC1105.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GC1105.was located on a no-check spur therefore a value was not computed.
 GC1105
 GC1105.The geoid height was determined by GEOID03.
 GC1105
 GC1105.The dynamic height is computed by dividing the NAVD 88
 GC1105.geopotential number by the normal gravity value computed on the
 GC1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1105.degrees latitude (g = 980.6199 gals.).
 GC1105
 GC1105.The modeled gravity was interpolated from observed gravity values.
 GC1105
 GC1105;                    North         East    Units  Estimated Accuracy
 GC1105;SPC KY1Z     - 1,037,720.    1,348,600.      MT  (+/- 180 meters Scaled)
 GC1105
 GC1105                          SUPERSEDED SURVEY CONTROL
 GC1105
 GC1105  NGVD 29 (??/??/92)  165.637  (m)          543.43   (f) ADJ UNCH    1 2
 GC1105
 GC1105.Superseded values are not recommended for survey control.
 GC1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1105.See file dsdata.txt to determine how the superseded data were derived.
 GC1105
 GC1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF603573(NAD 83)
 GC1105_MARKER: DB = BENCH MARK DISK
 GC1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1105_STAMPING: B 134 1949
 GC1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1105+STABILITY: SURFACE MOTION
 GC1105
 GC1105  HISTORY     - Date     Condition        Report By
 GC1105  HISTORY     - 1949     MONUMENTED       CGS
 GC1105  HISTORY     - 1974     MARK NOT FOUND   USGS
 GC1105  HISTORY     - 1978     GOOD             NGS
 GC1105
 GC1105                          STATION DESCRIPTION
 GC1105
 GC1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1105'AT CAMP CAMPBELL.
 GC1105'AT CAMP CAMPBELL, AT GATE NO. 6 (NORTHERN MOST GATE TO CAMP),
 GC1105'AT THE JUNCTION OF U.S. HIGHWAY 41A AND A CONCRETE ROAD LEADING
 GC1105'WEST TO CAMPBELL AIRPORT, 310 FEET WEST OF THE CENTER LINE OF
 GC1105'THE HIGHWAY, 94 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 GC1105'2 FEET SOUTH OF A WIRE FENCE, 40 FEET EAST OF A FENCE CORNER
 GC1105'(SOUTHWEST PROPERTY FENCE CORNER OF LYNES CAFE AND TEXACO SERVICE
 GC1105'STATION), 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GC1105'LEVEL WITH THE ROAD WEST AND SET IN THE TOP OF A CONCRETE POST
 GC1105'PROJECTING 3 INCHES.  NOTE-- THE TEXACO STATION STILL EXISTS
 GC1105'AS DOES THE FENCE AND FENCE CORNER, BUT NO EVIDENCE WAS FOUND
 GC1105'OF THE MARK.
 GC1105
 GC1105                          STATION RECOVERY (1974)
 GC1105
 GC1105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GC1105'MARK NOT FOUND.
 GC1105
 GC1105                          STATION RECOVERY (1978)
 GC1105
 GC1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 GC1105'THE MARK WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED. THE
 GC1105'WHITE WITNESS POST MENTIONED IN THE DESCRIPTION HAS BEEN REMOVED. THE
 GC1105'MARK IS NOW 7.6 FEET SOUTHEAST OF AN US ARMY CORPS OF ENGINEER SURVEY
 GC1105'MARKER WITNESS POST PLAQUE TACKED TO A TREE IN THE FENCE LINE AND 5.6
 GC1105'FEET NORTHWEST FROM A SECOND PLAQUE ALSO TACKED TO A TREE IN THE
 GC1105'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1748 ***********************************************************************
 GC1748  DESIGNATION -  B 135
 GC1748  PID         -  GC1748
 GC1748  STATE/COUNTY-  KY/CALDWELL
 GC1748  USGS QUAD   -  COBB (1983)
 GC1748
 GC1748                         *CURRENT SURVEY CONTROL
 GC1748  ___________________________________________________________________
 GC1748* NAD 83(1986)-  36 59 05.     (N)    087 45 29.     (W)     SCALED    
 GC1748* NAVD 88     -       139.406  (meters)     457.37   (feet)  ADJUSTED  
 GC1748  ___________________________________________________________________
 GC1748  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC1748  DYNAMIC HT  -         139.299 (meters)     457.02  (feet)  COMP
 GC1748  MODELED GRAV-     979,860.9   (mgal)                       NAVD 88
 GC1748
 GC1748  VERT ORDER  -  FIRST     CLASS I
 GC1748
 GC1748.The horizontal coordinates were scaled from a topographic map and have
 GC1748.an estimated accuracy of +/- 6 seconds.
 GC1748
 GC1748.The orthometric height was determined by differential leveling
 GC1748.and adjusted by the National Geodetic Survey in June 1991..
 GC1748
 GC1748.The geoid height was determined by GEOID03.
 GC1748
 GC1748.The dynamic height is computed by dividing the NAVD 88
 GC1748.geopotential number by the normal gravity value computed on the
 GC1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1748.degrees latitude (g = 980.6199 gals.).
 GC1748
 GC1748.The modeled gravity was interpolated from observed gravity values.
 GC1748
 GC1748;                    North         East    Units  Estimated Accuracy
 GC1748;SPC KY1Z     - 1,074,220.    1,321,230.      MT  (+/- 180 meters Scaled)
 GC1748
 GC1748                          SUPERSEDED SURVEY CONTROL
 GC1748
 GC1748  NGVD 29 (??/??/92)  139.479  (m)          457.61   (f) ADJ UNCH    1 1
 GC1748
 GC1748.Superseded values are not recommended for survey control.
 GC1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1748.See file dsdata.txt to determine how the superseded data were derived.
 GC1748
 GC1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF325934(NAD 83)
 GC1748_MARKER: DB = BENCH MARK DISK
 GC1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1748_STAMPING: B 135 1949
 GC1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1748+STABILITY: SURFACE MOTION
 GC1748
 GC1748  HISTORY     - Date     Condition        Report By
 GC1748  HISTORY     - 1949     MONUMENTED       CGS
 GC1748  HISTORY     - 1968     GOOD             NGS
 GC1748
 GC1748                          STATION DESCRIPTION
 GC1748
 GC1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1748'10.8 MI NW FROM GRACEY.
 GC1748'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1748'STATION AT GRACEY, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 68
 GC1748'AND STATE HIGHWAY 80, THENCE 2.7 MILES NORTHWEST ALONG STATE
 GC1748'HIGHWAY 128, THENCE 6.7 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL
 GC1748'RAILROAD, 1.2 MILES SOUTHEAST OF THE POST OFFICE AT COBB, 0.2
 GC1748'MILE WEST OF THE CALDWELL-TRIGG COUNTY LINE, 63 YARDS WEST OF
 GC1748'MILEPOST 111, 47 FEET SOUTH OF THE CENTER OF A CROSSING OF THE
 GC1748'RAILROAD AND A PRIVATE ROAD, 44 1/2 FEET SOUTH OF THE SOUTH RAIL,
 GC1748'19 FEET WEST OF THE CENTERLINE OF THE ROAD, 14 1/2 FEET EAST OF A
 GC1748'28-INCH OAK TREE, 7 FEET WEST OF A CORNER FENCE POST, 1 FOOT NORTH
 GC1748'OF A FENCE, 1.4 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 GC1748'3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 GC1748'CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0148 ***********************************************************************
 HB0148  DESIGNATION -  B 136
 HB0148  PID         -  HB0148
 HB0148  STATE/COUNTY-  KY/CALDWELL
 HB0148  USGS QUAD   -  FREDONIA (1954)
 HB0148
 HB0148                         *CURRENT SURVEY CONTROL
 HB0148  ___________________________________________________________________
 HB0148* NAD 83(1986)-  37 11 01.     (N)    088 02 10.     (W)     SCALED    
 HB0148* NAVD 88     -       143.036  (meters)     469.28   (feet)  ADJUSTED  
 HB0148  ___________________________________________________________________
 HB0148  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 HB0148  DYNAMIC HT  -         142.929 (meters)     468.93  (feet)  COMP
 HB0148  MODELED GRAV-     979,880.1   (mgal)                       NAVD 88
 HB0148
 HB0148  VERT ORDER  -  FIRST     CLASS II
 HB0148
 HB0148.The horizontal coordinates were scaled from a topographic map and have
 HB0148.an estimated accuracy of +/- 6 seconds.
 HB0148
 HB0148.The orthometric height was determined by differential leveling
 HB0148.and adjusted by the National Geodetic Survey in June 1991..
 HB0148
 HB0148.The geoid height was determined by GEOID03.
 HB0148
 HB0148.The dynamic height is computed by dividing the NAVD 88
 HB0148.geopotential number by the normal gravity value computed on the
 HB0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0148.degrees latitude (g = 980.6199 gals.).
 HB0148
 HB0148.The modeled gravity was interpolated from observed gravity values.
 HB0148
 HB0148;                    North         East    Units  Estimated Accuracy
 HB0148;SPC KY1Z     - 1,096,850.    1,297,030.      MT  (+/- 180 meters Scaled)
 HB0148
 HB0148                          SUPERSEDED SURVEY CONTROL
 HB0148
 HB0148  NGVD 29 (??/??/??)  143.115  (m)          469.54   (f) ADJUSTED    1 2
 HB0148
 HB0148.Superseded values are not recommended for survey control.
 HB0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0148.See file dsdata.txt to determine how the superseded data were derived.
 HB0148
 HB0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG080157(NAD 83)
 HB0148_MARKER: DB = BENCH MARK DISK
 HB0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0148_SP_SET: CONCRETE POST
 HB0148_STAMPING: B 136 1949
 HB0148_MARK LOGO: CGS   
 HB0148_PROJECTION: PROJECTING 3 CENTIMETERS
 HB0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0148+STABILITY: SURFACE MOTION
 HB0148
 HB0148  HISTORY     - Date     Condition        Report By
 HB0148  HISTORY     - 1949     MONUMENTED       CGS
 HB0148  HISTORY     - 1985     GOOD             NGS
 HB0148
 HB0148                          STATION DESCRIPTION
 HB0148
 HB0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0148'2.1 MI SE FROM FREDONIA.
 HB0148'2.1 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0148'THE STATION AT FREDONIA, AT THE CROSSING OF A GRAVEL ROAD
 HB0148'SOUTHWEST AND NORTHEAST AT BAKERS CROSSING, 26.8 FEET SOUTHWEST
 HB0148'OF THE SOUTHWEST RAIL, 1 FOOT NORTHEAST OF THE R/W FENCE LINE,
 HB0148'17 FEET SOUTHEAST OF THE NORTHWEST END POST OF R/W FENCE, 45 FEET
 HB0148'SOUTH OF THE CENTER OF THE CROSSING, 33 FEET SOUTHEAST OF THE
 HB0148'CENTER LINE OF THE GRAVEL ROAD, 2 FEET SOUTHEAST OF A WHITE
 HB0148'WOODEN WITNESS POST, 1 1/2 FEET BELOW THE TRACK AND SET IN THE
 HB0148'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HB0148
 HB0148                          STATION RECOVERY (1985)
 HB0148
 HB0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0148'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.4 KM (2.1
 HB0148'MI) SOUTHEASTERLY ALONG STATE HIGHWAY 91 FROM THE JUNCTION OF U.S.
 HB0148'HIGHWAY 641 IN FREDONIA, THENCE 1.1 KM (0.7 MI) SOUTHWESTERLY ALONG A
 HB0148'GRAVELED ROAD, 10.1 M (33.1 FT) SOUTHEAST OF THE CENTER OF THE ROAD,
 HB0148'8.2 M (26.9 FT) SOUTHWEST OF THE NEAR RAIL OF THE ILLINOIS CENTRAL
 HB0148'RAILROAD, 8.2 M (26.9 FT) SOUTHEAST OF A FENCE CORNER, AND 0.3 M (1.0
 HB0148'FT) NORTHEAST OF A FENCE.
 HB0148'THE MARK IS 0.3 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0723 ***********************************************************************
 HZ0723  DESIGNATION -  B 137
 HZ0723  PID         -  HZ0723
 HZ0723  STATE/COUNTY-  KY/GRANT
 HZ0723  USGS QUAD   -  MASON (1976)
 HZ0723
 HZ0723                         *CURRENT SURVEY CONTROL
 HZ0723  ___________________________________________________________________
 HZ0723* NAD 83(1986)-  38 31 09.     (N)    084 34 21.     (W)     SCALED    
 HZ0723* NAVD 88     -       285.709  (meters)     937.36   (feet)  ADJUSTED  
 HZ0723  ___________________________________________________________________
 HZ0723  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ0723  DYNAMIC HT  -         285.508 (meters)     936.70  (feet)  COMP
 HZ0723  MODELED GRAV-     979,920.7   (mgal)                       NAVD 88
 HZ0723
 HZ0723  VERT ORDER  -  FIRST     CLASS II
 HZ0723
 HZ0723.The horizontal coordinates were scaled from a topographic map and have
 HZ0723.an estimated accuracy of +/- 6 seconds.
 HZ0723
 HZ0723.The orthometric height was determined by differential leveling
 HZ0723.and adjusted by the National Geodetic Survey in June 1991..
 HZ0723.WARNING-Repeat measurements at this control monument indicate possible
 HZ0723.vertical movement.
 HZ0723
 HZ0723.The geoid height was determined by GEOID03.
 HZ0723
 HZ0723.The dynamic height is computed by dividing the NAVD 88
 HZ0723.geopotential number by the normal gravity value computed on the
 HZ0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0723.degrees latitude (g = 980.6199 gals.).
 HZ0723
 HZ0723.The modeled gravity was interpolated from observed gravity values.
 HZ0723
 HZ0723;                    North         East    Units  Estimated Accuracy
 HZ0723;SPC KY1Z     - 1,243,240.    1,602,680.      MT  (+/- 180 meters Scaled)
 HZ0723
 HZ0723                          SUPERSEDED SURVEY CONTROL
 HZ0723
 HZ0723  NGVD 29 (??/??/92)  285.905  (m)          938.01   (f) ADJ UNCH    1 2
 HZ0723
 HZ0723.Superseded values are not recommended for survey control.
 HZ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0723.See file dsdata.txt to determine how the superseded data were derived.
 HZ0723
 HZ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH116662(NAD 83)
 HZ0723_MARKER: DB = BENCH MARK DISK
 HZ0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0723_SP_SET: CONCRETE POST
 HZ0723_STAMPING: B 137 1949
 HZ0723_MARK LOGO: CGS   
 HZ0723_PROJECTION: FLUSH
 HZ0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0723+STABILITY: SURFACE MOTION
 HZ0723
 HZ0723  HISTORY     - Date     Condition        Report By
 HZ0723  HISTORY     - 1949     MONUMENTED       CGS
 HZ0723  HISTORY     - 1964     GOOD             NGS
 HZ0723  HISTORY     - 1985     GOOD             NGS
 HZ0723  HISTORY     - 20021003 MARK NOT FOUND   KYDT
 HZ0723
 HZ0723                          STATION DESCRIPTION
 HZ0723
 HZ0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0723'1.9 MI N FROM CORINTH.
 HZ0723'1.9 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0723'CORINTH, ABOUT 0.25 MILE NORTHWEST OF MILE POST 47, AT BLANCHETT,
 HZ0723'102 FEET EAST-SOUTHEAST OF THE SMALL WAITING BOOTH AT BALNCHETT,
 HZ0723'79 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST MAIN
 HZ0723'TRACK, 4.5 FEET NORTHWEST OF A TELEPHONE POLE, 109 FEET NORTH OF
 HZ0723'THE CENTER OF THE CROSSING OF A PRIVATE ROAD AND THE NORTHEAST
 HZ0723'MAIN TRACK, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HZ0723'LEVEL WITH THE TRACKS AND SET IN THE TOP OF A CONCRETE POST
 HZ0723'PROJECTING 2 INCHES.  THE SMALL WAITING BOOTH HAS BEEN REMOVED.
 HZ0723'THE MARK IS ABOUT 100 YARDS NORTH-NORTHWEST OF THE NORTH ONE OF
 HZ0723'TWO SIGNAL TOWERS WHICH BRIDGE THE RAILROAD AND IS 3 FEET
 HZ0723'WEST OF A STEEL WITNESS POST AND IS FLUSH WITH THE GROUND.
 HZ0723
 HZ0723                          STATION RECOVERY (1964)
 HZ0723
 HZ0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0723'RECOVERED IN GOOD CONDITION.
 HZ0723
 HZ0723                          STATION RECOVERY (1985)
 HZ0723
 HZ0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0723'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.6 KM (0.4 MI)
 HZ0723'NORTHWEST ALONG U.S. HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAY 330
 HZ0723'IN CORINTH, THENCE 2.5 KM (1.55 MI) NORTHEAST ALONG BLANCHET ROAD,
 HZ0723'THENCE 0.08 KM (0.05 MI) SOUTHWEST ALONG A PRIVATE ROAD CROSSING THE
 HZ0723'SOUTHERN RAILROAD TO THE MARK ON THE RIGHT, 33.22 METERS (109.0 FT)
 HZ0723'NORTH OF THE CENTER OF THE CROSSING OF THE ROAD AND THE NORTHEAST MAIN
 HZ0723'TRACK, 24.08 METERS (79.0 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 HZ0723'NORTHEAST MAIN TRACK.
 HZ0723'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 HZ0723'THE MARK IS 0.61 M BELOW TRACKS.
 HZ0723
 HZ0723                          STATION RECOVERY (2002)
 HZ0723
 HZ0723'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0723'AREA HAS BEEN GRADED AND DEBRIS PILED ATOP LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0160 ***********************************************************************
 HB0160  DESIGNATION -  B 138
 HB0160  PID         -  HB0160
 HB0160  STATE/COUNTY-  KY/CRITTENDEN
 HB0160  USGS QUAD   -  DYCUSBURG (1973)
 HB0160
 HB0160                         *CURRENT SURVEY CONTROL
 HB0160  ___________________________________________________________________
 HB0160* NAD 83(1986)-  37 09 54.     (N)    088 10 25.     (W)     SCALED    
 HB0160* NAVD 88     -       133.187  (meters)     436.96   (feet)  ADJUSTED  
 HB0160  ___________________________________________________________________
 HB0160  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 HB0160  DYNAMIC HT  -         133.088 (meters)     436.64  (feet)  COMP
 HB0160  MODELED GRAV-     979,888.8   (mgal)                       NAVD 88
 HB0160
 HB0160  VERT ORDER  -  FIRST     CLASS II
 HB0160
 HB0160.The horizontal coordinates were scaled from a topographic map and have
 HB0160.an estimated accuracy of +/- 6 seconds.
 HB0160
 HB0160.The orthometric height was determined by differential leveling
 HB0160.and adjusted by the National Geodetic Survey in June 1991..
 HB0160
 HB0160.The geoid height was determined by GEOID03.
 HB0160
 HB0160.The dynamic height is computed by dividing the NAVD 88
 HB0160.geopotential number by the normal gravity value computed on the
 HB0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0160.degrees latitude (g = 980.6199 gals.).
 HB0160
 HB0160.The modeled gravity was interpolated from observed gravity values.
 HB0160
 HB0160;                    North         East    Units  Estimated Accuracy
 HB0160;SPC KY1Z     - 1,095,100.    1,284,770.      MT  (+/- 180 meters Scaled)
 HB0160
 HB0160                          SUPERSEDED SURVEY CONTROL
 HB0160
 HB0160  NGVD 29 (??/??/??)  133.262  (m)          437.21   (f) ADJUSTED    1 2
 HB0160
 HB0160.Superseded values are not recommended for survey control.
 HB0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0160.See file dsdata.txt to determine how the superseded data were derived.
 HB0160
 HB0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG958138(NAD 83)
 HB0160_MARKER: DB = BENCH MARK DISK
 HB0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0160_STAMPING: B 138 1949
 HB0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0160+STABILITY: SURFACE MOTION
 HB0160
 HB0160  HISTORY     - Date     Condition        Report By
 HB0160  HISTORY     - 1949     MONUMENTED       CGS
 HB0160
 HB0160                          STATION DESCRIPTION
 HB0160
 HB0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0160'0.8 MI NE FROM DYCUSBURG.
 HB0160'0.85 MILE NORTHEAST ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF
 HB0160'STATE HIGHWAY 295 AT DYCUSBURG, AT A HOUSE ON SOUTHEAST SIDE OF
 HB0160'HIGHWAY, ABOUT 0.35 MILE NORTHEAST OF THE DYCUSBURG CEMETERY ON
 HB0160'NORTHWEST SIDE OF HIGHWAY, 81 FEET NORTHWEST AND ACROSS THE HIGHWAY
 HB0160'FROM THE NORTHWEST CORNER OF THE HOUSE, 36 FEET NORTHWEST OF THE
 HB0160'CENTER LINE OF THE HIGHWAY, 47 FEET WEST-SOUTHWEST OF THE CENTER OF
 HB0160'THE JUNCTION OF A DRIVE WAY TO HOUSE AND HIGHWAY, 12 FEET SOUTHWEST
 HB0160'OF A FARM GATE IN FENCE LINE, 17 1/2 FEET SOUTHWEST OF A POWER
 HB0160'POLE WITH TRANSFORMER, 6 1/2 FEET NORTHWEST OF A FENCE LINE, 1 1/2
 HB0160'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY
 HB0160'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0113 ***********************************************************************
 HB0113  DESIGNATION -  B 139
 HB0113  PID         -  HB0113
 HB0113  STATE/COUNTY-  KY/CRITTENDEN
 HB0113  USGS QUAD   -  REPTON (1996)
 HB0113
 HB0113                         *CURRENT SURVEY CONTROL
 HB0113  ___________________________________________________________________
 HB0113* NAD 83(1986)-  37 22 52.     (N)    088 01 34.     (W)     SCALED    
 HB0113* NAVD 88     -       151.240  (meters)     496.19   (feet)  ADJUSTED  
 HB0113  ___________________________________________________________________
 HB0113  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 HB0113  DYNAMIC HT  -         151.130 (meters)     495.83  (feet)  COMP
 HB0113  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 HB0113
 HB0113  VERT ORDER  -  FIRST     CLASS II
 HB0113
 HB0113.The horizontal coordinates were scaled from a topographic map and have
 HB0113.an estimated accuracy of +/- 6 seconds.
 HB0113
 HB0113.The orthometric height was determined by differential leveling
 HB0113.and adjusted by the National Geodetic Survey in June 1991..
 HB0113
 HB0113.The geoid height was determined by GEOID03.
 HB0113
 HB0113.The dynamic height is computed by dividing the NAVD 88
 HB0113.geopotential number by the normal gravity value computed on the
 HB0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0113.degrees latitude (g = 980.6199 gals.).
 HB0113
 HB0113.The modeled gravity was interpolated from observed gravity values.
 HB0113
 HB0113;                    North         East    Units  Estimated Accuracy
 HB0113;SPC KY1Z     - 1,118,740.    1,298,450.      MT  (+/- 180 meters Scaled)
 HB0113
 HB0113                          SUPERSEDED SURVEY CONTROL
 HB0113
 HB0113  NGVD 29 (??/??/??)  151.323  (m)          496.47   (f) ADJUSTED    1 2
 HB0113
 HB0113.Superseded values are not recommended for survey control.
 HB0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0113.See file dsdata.txt to determine how the superseded data were derived.
 HB0113
 HB0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG091376(NAD 83)
 HB0113_MARKER: DB = BENCH MARK DISK
 HB0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0113_STAMPING: B 139 1949
 HB0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0113+STABILITY: SURFACE MOTION
 HB0113
 HB0113  HISTORY     - Date     Condition        Report By
 HB0113  HISTORY     - 1949     MONUMENTED       CGS
 HB0113  HISTORY     - 1985     MARK NOT FOUND   NGS
 HB0113
 HB0113                          STATION DESCRIPTION
 HB0113
 HB0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0113'4.8 MI NE FROM MARION.
 HB0113'4.75 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0113'STATION AT MARION, ABOUT 0.75 MILE SOUTHWEST OF THE ROAD CROSSING
 HB0113'AT REPTON, AT A ROAD CROSSING, 65 1/2 FEET WEST-SOUTHWEST OF THE
 HB0113'CENTER OF THE CROSSING, 41 FEET SOUTHWEST OF THE SOUTH END OF A
 HB0113'2-FOOT WOODEN CULVERT UNDER ROAD, 29 FEET SOUTH OF THE CENTER LINE
 HB0113'OF THE ROAD, 61 FEET NORTHEAST OF TELEPHONE POLE NO. 2125, 24 FEET
 HB0113'NORTHWEST OF THE NORTHWEST RAIL, 1 1/2 FEET SOUTHEAST OF A WHITE
 HB0113'WOODEN WITNESS POST, 2 1/2 FEET BELOW THE TRACK AND SET IN THE TOP
 HB0113'OF A CONCRETE POST PROJECTING 3 INCHES.
 HB0113
 HB0113                          STATION RECOVERY (1985)
 HB0113
 HB0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0113'THERE IS A LARGE DRAINAGE DITCH AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0080 ***********************************************************************
 HB0080  DESIGNATION -  B 140
 HB0080  PID         -  HB0080
 HB0080  STATE/COUNTY-  KY/UNION
 HB0080  USGS QUAD   -  DEKOVEN (1996)
 HB0080
 HB0080                         *CURRENT SURVEY CONTROL
 HB0080  ___________________________________________________________________
 HB0080* NAD 83(1986)-  37 34 57.     (N)    088 05 24.     (W)     SCALED    
 HB0080* NAVD 88     -       113.120  (meters)     371.13   (feet)  ADJUSTED  
 HB0080  ___________________________________________________________________
 HB0080  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 HB0080  DYNAMIC HT  -         113.040 (meters)     370.87  (feet)  COMP
 HB0080  MODELED GRAV-     979,915.6   (mgal)                       NAVD 88
 HB0080
 HB0080  VERT ORDER  -  FIRST     CLASS II
 HB0080
 HB0080.The horizontal coordinates were scaled from a topographic map and have
 HB0080.an estimated accuracy of +/- 6 seconds.
 HB0080
 HB0080.The orthometric height was determined by differential leveling
 HB0080.and adjusted by the National Geodetic Survey in June 1991..
 HB0080
 HB0080.The geoid height was determined by GEOID03.
 HB0080
 HB0080.The dynamic height is computed by dividing the NAVD 88
 HB0080.geopotential number by the normal gravity value computed on the
 HB0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0080.degrees latitude (g = 980.6199 gals.).
 HB0080
 HB0080.The modeled gravity was interpolated from observed gravity values.
 HB0080
 HB0080;                    North         East    Units  Estimated Accuracy
 HB0080;SPC KY1Z     - 1,141,230.    1,293,350.      MT  (+/- 180 meters Scaled)
 HB0080
 HB0080                          SUPERSEDED SURVEY CONTROL
 HB0080
 HB0080  NGVD 29 (??/??/??)  113.216  (m)          371.44   (f) ADJUSTED    1 2
 HB0080
 HB0080.Superseded values are not recommended for survey control.
 HB0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0080.See file dsdata.txt to determine how the superseded data were derived.
 HB0080
 HB0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG037600(NAD 83)
 HB0080_MARKER: DB = BENCH MARK DISK
 HB0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0080_STAMPING: B 140 1949
 HB0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0080+STABILITY: SURFACE MOTION
 HB0080
 HB0080  HISTORY     - Date     Condition        Report By
 HB0080  HISTORY     - 1949     MONUMENTED       CGS
 HB0080  HISTORY     - 1971     GOOD             LOCSUR
 HB0080
 HB0080                          STATION DESCRIPTION
 HB0080
 HB0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0080'6.9 MI NW FROM STURGIS.
 HB0080'ABOUT 6.9 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0080'THE STATION AT STURGIS, ABOUT 0.3 MILE SOUTHEAST OF ANVIL ROCK,
 HB0080'AT A FARM ROAD CROSSING, 128 FEET NORTH-NORTHWEST OF THE CENTER
 HB0080'OF THE CROSSING, 97 FEET SOUTHWEST OF A CISTERN AT NORTH END OF A
 HB0080'HOUSE, 64 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 HB0080'37 FEET NORTHEAST OF THE NORTHEAST RAIL, 30 FEET WEST OF A 12-INCH
 HB0080'PEAR TREE, 1 FOOT SOUTHEAST OF A FENCE LINE, 1 1/2 FEET NORTHWEST
 HB0080'OF A WHITE WOODEN WITNESS POST, 5 FEET ABOVE THE TRACK AND SET
 HB0080'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HB0080
 HB0080                          STATION RECOVERY (1971)
 HB0080
 HB0080'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 HB0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0971 ***********************************************************************
 HZ0971  DESIGNATION -  B 141
 HZ0971  PID         -  HZ0971
 HZ0971  STATE/COUNTY-  KY/HENRY
 HZ0971  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ0971
 HZ0971                         *CURRENT SURVEY CONTROL
 HZ0971  ___________________________________________________________________
 HZ0971* NAD 83(1986)-  38 34 16.     (N)    085 10 14.     (W)     SCALED    
 HZ0971* NAVD 88     -       210.332  (meters)     690.06   (feet)  ADJUSTED  
 HZ0971  ___________________________________________________________________
 HZ0971  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HZ0971  DYNAMIC HT  -         210.191 (meters)     689.60  (feet)  COMP
 HZ0971  MODELED GRAV-     979,957.1   (mgal)                       NAVD 88
 HZ0971
 HZ0971  VERT ORDER  -  SECOND    CLASS 0
 HZ0971
 HZ0971.The horizontal coordinates were scaled from a topographic map and have
 HZ0971.an estimated accuracy of +/- 6 seconds.
 HZ0971
 HZ0971.The orthometric height was determined by differential leveling
 HZ0971.and adjusted by the National Geodetic Survey in June 1991..
 HZ0971
 HZ0971.The geoid height was determined by GEOID03.
 HZ0971
 HZ0971.The dynamic height is computed by dividing the NAVD 88
 HZ0971.geopotential number by the normal gravity value computed on the
 HZ0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0971.degrees latitude (g = 980.6199 gals.).
 HZ0971
 HZ0971.The modeled gravity was interpolated from observed gravity values.
 HZ0971
 HZ0971;                    North         East    Units  Estimated Accuracy
 HZ0971;SPC KY1Z     - 1,248,520.    1,550,500.      MT  (+/- 180 meters Scaled)
 HZ0971
 HZ0971                          SUPERSEDED SURVEY CONTROL
 HZ0971
 HZ0971  NGVD 29 (??/??/92)  210.523  (m)          690.69   (f) ADJ UNCH    2 0
 HZ0971
 HZ0971.Superseded values are not recommended for survey control.
 HZ0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0971.See file dsdata.txt to determine how the superseded data were derived.
 HZ0971
 HZ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH593707(NAD 83)
 HZ0971_MARKER: DB = BENCH MARK DISK
 HZ0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0971_STAMPING: B 141 1949
 HZ0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0971+STABILITY: SURFACE MOTION
 HZ0971
 HZ0971  HISTORY     - Date     Condition        Report By
 HZ0971  HISTORY     - 1949     MONUMENTED       CGS
 HZ0971  HISTORY     - 1964     GOOD             NGS
 HZ0971
 HZ0971                          STATION DESCRIPTION
 HZ0971
 HZ0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0971'1.1 MI NE FROM TURNERS.
 HZ0971'1.1 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0971'FROM THE STATION AT TURNERS, AT A DIM ROAD CROSSING TO A TWO
 HZ0971'STORY HOUSE EAST OF TRACK, 305 FEET NORTH AND ACROSS THE ROAD
 HZ0971'FROM MILE POST 45, 57 FEET NORTH-NORTHWEST OF A TELEPHONE POLE
 HZ0971'AT DIRECTIONAL CHANGE IN LINE, 49 FEET EAST-NORTHEAST OF THE CENTER
 HZ0971'OF THE CROSSING, 46 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 1/2
 HZ0971'FEET SOUTHWEST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE
 HZ0971'WOODEN WITNESS POST, 3 FEET ABOVE THE TRACK AND SET IN THE TOP
 HZ0971'OF A CONCRETE POST PROJECTING 6 INCHES.
 HZ0971
 HZ0971                          STATION RECOVERY (1964)
 HZ0971
 HZ0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0645 ***********************************************************************
 JZ0645  DESIGNATION -  B 142
 JZ0645  PID         -  JZ0645
 JZ0645  STATE/COUNTY-  KY/KENTON
 JZ0645  USGS QUAD   -  COVINGTON (1987)
 JZ0645
 JZ0645                         *CURRENT SURVEY CONTROL
 JZ0645  ___________________________________________________________________
 JZ0645* NAD 83(1986)-  39 05 21.     (N)    084 32 21.     (W)     SCALED    
 JZ0645* NAVD 88     -       179.744  (meters)     589.71   (feet)  ADJUSTED  
 JZ0645  ___________________________________________________________________
 JZ0645  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0645  DYNAMIC HT  -         179.630 (meters)     589.34  (feet)  COMP
 JZ0645  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 JZ0645
 JZ0645  VERT ORDER  -  FIRST     CLASS II
 JZ0645
 JZ0645.The horizontal coordinates were scaled from a topographic map and have
 JZ0645.an estimated accuracy of +/- 6 seconds.
 JZ0645
 JZ0645.The orthometric height was determined by differential leveling
 JZ0645.and adjusted by the National Geodetic Survey in June 1991..
 JZ0645.WARNING-Repeat measurements at this control monument indicate possible
 JZ0645.vertical movement.
 JZ0645
 JZ0645.The geoid height was determined by GEOID03.
 JZ0645
 JZ0645.The dynamic height is computed by dividing the NAVD 88
 JZ0645.geopotential number by the normal gravity value computed on the
 JZ0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0645.degrees latitude (g = 980.6199 gals.).
 JZ0645
 JZ0645.The modeled gravity was interpolated from observed gravity values.
 JZ0645
 JZ0645;                    North         East    Units  Estimated Accuracy
 JZ0645;SPC KY1Z     - 1,306,550.    1,604,770.      MT  (+/- 180 meters Scaled)
 JZ0645
 JZ0645                          SUPERSEDED SURVEY CONTROL
 JZ0645
 JZ0645  NGVD 29 (??/??/92)  179.922  (m)          590.29   (f) ADJ UNCH    1 2
 JZ0645
 JZ0645.Superseded values are not recommended for survey control.
 JZ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0645.See file dsdata.txt to determine how the superseded data were derived.
 JZ0645
 JZ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ128295(NAD 83)
 JZ0645_MARKER: DB = BENCH MARK DISK
 JZ0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0645_SP_SET: CONCRETE POST
 JZ0645_STAMPING: B 142 1949
 JZ0645_MARK LOGO: CGS   
 JZ0645_PROJECTION: FLUSH
 JZ0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0645+STABILITY: SURFACE MOTION
 JZ0645
 JZ0645  HISTORY     - Date     Condition        Report By
 JZ0645  HISTORY     - 1949     MONUMENTED       CGS
 JZ0645  HISTORY     - 1985     GOOD             NGS
 JZ0645  HISTORY     - 19970105 GOOD             WOOLPT
 JZ0645
 JZ0645                          STATION DESCRIPTION
 JZ0645
 JZ0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JZ0645'AT WEST COVINGTON.
 JZ0645'AT WEST COVINGTON, ABOUT 0.55 MILE SOUTHEAST ALONG STATE HIGHWAY
 JZ0645'8 FROM ITS UNDERPASS UNDER THE SOUTHERN RAILWAY AT LUDLOW RAILWAY
 JZ0645'STATION, AT THE INTERSECTION OF HIGHWAY 20 AND ALBERTA STREET
 JZ0645'LEADING NORTH, ABOUT IN LINE WITH THE EAST PROPERTY LINE OF
 JZ0645'HOUSE NO. 419, 54.8 FEET EAST OF STEEL POLE PAINTED BUS STOP,
 JZ0645'19.5 FEET EAST OF THE EAST EDGE OF CONCRETE WALK TO HOUSE, 65
 JZ0645'FEET EAST OF THE PROLONGED CENTER LINE OF ALBERTA STREET, 2.4
 JZ0645'FEET SOUTH OF THE SOUTH CURB OF HIGHWAY 20, 2.4 FEET NORTH OF
 JZ0645'THE NORTH EDGE OF SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK AND SET
 JZ0645'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JZ0645
 JZ0645                          STATION RECOVERY (1985)
 JZ0645
 JZ0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0645'RECOVERED IN GOOD CONDITION, THE 1949 DESCRIPTION IS ADEQUATE WITH THE
 JZ0645'FOLLOWING CORRECTIONS, CHANGE REFERENCE FROM STATE HIGHWAY 20 TO STATE
 JZ0645'HIGHWAY 8, CHANGE PROJECTING 2 INCHES TO FLUSH, MARK IS BETWEEN THE
 JZ0645'HIGHWAY CURB AND A CONCRETE SIDEWALK.
 JZ0645
 JZ0645                          STATION RECOVERY (1997)
 JZ0645
 JZ0645'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997
 JZ0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0660 ***********************************************************************
 HZ0660  DESIGNATION -  B 143
 HZ0660  PID         -  HZ0660
 HZ0660  STATE/COUNTY-  KY/KENTON
 HZ0660  USGS QUAD   -  INDEPENDENCE (1981)
 HZ0660
 HZ0660                         *CURRENT SURVEY CONTROL
 HZ0660  ___________________________________________________________________
 HZ0660* NAD 83(1986)-  38 59 04.     (N)    084 36 25.     (W)     SCALED    
 HZ0660* NAVD 88     -       273.072  (meters)     895.90   (feet)  ADJUSTED  
 HZ0660  ___________________________________________________________________
 HZ0660  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HZ0660  DYNAMIC HT  -         272.896 (meters)     895.33  (feet)  COMP
 HZ0660  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 HZ0660
 HZ0660  VERT ORDER  -  FIRST     CLASS II
 HZ0660
 HZ0660.The horizontal coordinates were scaled from a topographic map and have
 HZ0660.an estimated accuracy of +/- 6 seconds.
 HZ0660
 HZ0660.The orthometric height was determined by differential leveling
 HZ0660.and adjusted by the National Geodetic Survey in June 1991..
 HZ0660
 HZ0660.The geoid height was determined by GEOID03.
 HZ0660
 HZ0660.The dynamic height is computed by dividing the NAVD 88
 HZ0660.geopotential number by the normal gravity value computed on the
 HZ0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0660.degrees latitude (g = 980.6199 gals.).
 HZ0660
 HZ0660.The modeled gravity was interpolated from observed gravity values.
 HZ0660
 HZ0660;                    North         East    Units  Estimated Accuracy
 HZ0660;SPC KY1Z     - 1,294,850.    1,599,050.      MT  (+/- 180 meters Scaled)
 HZ0660
 HZ0660                          SUPERSEDED SURVEY CONTROL
 HZ0660
 HZ0660  NGVD 29 (??/??/92)  273.277  (m)          896.58   (f) ADJ UNCH    1 2
 HZ0660
 HZ0660.Superseded values are not recommended for survey control.
 HZ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0660.See file dsdata.txt to determine how the superseded data were derived.
 HZ0660
 HZ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ072177(NAD 83)
 HZ0660_MARKER: DB = BENCH MARK DISK
 HZ0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0660_SP_SET: PIER
 HZ0660_STAMPING: B 143 1949
 HZ0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0660
 HZ0660  HISTORY     - Date     Condition        Report By
 HZ0660  HISTORY     - 1949     MONUMENTED       CGS
 HZ0660  HISTORY     - 1964     POOR             NGS
 HZ0660  HISTORY     - 1985     MARK NOT FOUND   NGS
 HZ0660
 HZ0660                          STATION DESCRIPTION
 HZ0660
 HZ0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0660'2.4 MI S FROM ERLANGER.
 HZ0660'2.35 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0660'ERLANGER, ABOUT 432 YARDS SOUTH OF MILE POST 12, IN THE TOP AND
 HZ0660'EAST OF THE NORTH CONCRETE BASE OF WOODEN WEST PIER OF OVERPASS
 HZ0660'OF GRAVEL ROAD OVER SOUTHERN RAILWAY, 7.8 FEET WEST OF THE WEST
 HZ0660'RAIL OF THE WEST TRACK, AND 2 FEET ABOVE THE LEVEL OF THE TRACK.
 HZ0660'NOTE-- DISK APPEARS TO HAVE BEEN HACKED WITH A SHARP INSTRUMENT
 HZ0660'BUT THE STAMPING IS READABLE.
 HZ0660
 HZ0660                          STATION RECOVERY (1964)
 HZ0660
 HZ0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0660'MARK RECOVERED IN POOR CONDITION.
 HZ0660
 HZ0660                          STATION RECOVERY (1985)
 HZ0660
 HZ0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0660'NOT RECOVERED, A NEW BRIDGE CONSTRUCTED AT THE DESCRIBED LOCATION,
 HZ0660'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0265 ***********************************************************************
 HZ0265  DESIGNATION -  B 144
 HZ0265  PID         -  HZ0265
 HZ0265  STATE/COUNTY-  KY/SCOTT
 HZ0265  USGS QUAD   -  DELAPLAIN (1993)
 HZ0265
 HZ0265                         *CURRENT SURVEY CONTROL
 HZ0265  ___________________________________________________________________
 HZ0265* NAD 83(1986)-  38 15 49.     (N)    084 33 15.     (W)     SCALED    
 HZ0265* NAVD 88     -       259.679  (meters)     851.96   (feet)  ADJUSTED  
 HZ0265  ___________________________________________________________________
 HZ0265  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ0265  DYNAMIC HT  -         259.492 (meters)     851.35  (feet)  COMP
 HZ0265  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 HZ0265
 HZ0265  VERT ORDER  -  FIRST     CLASS II
 HZ0265
 HZ0265.The horizontal coordinates were scaled from a topographic map and have
 HZ0265.an estimated accuracy of +/- 6 seconds.
 HZ0265
 HZ0265.The orthometric height was determined by differential leveling
 HZ0265.and adjusted by the National Geodetic Survey in June 1991..
 HZ0265.WARNING-Repeat measurements at this control monument indicate possible
 HZ0265.vertical movement.
 HZ0265
 HZ0265.The geoid height was determined by GEOID03.
 HZ0265
 HZ0265.The dynamic height is computed by dividing the NAVD 88
 HZ0265.geopotential number by the normal gravity value computed on the
 HZ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0265.degrees latitude (g = 980.6199 gals.).
 HZ0265
 HZ0265.The modeled gravity was interpolated from observed gravity values.
 HZ0265
 HZ0265;                    North         East    Units  Estimated Accuracy
 HZ0265;SPC KY1Z     - 1,214,900.    1,604,650.      MT  (+/- 180 meters Scaled)
 HZ0265
 HZ0265                          SUPERSEDED SURVEY CONTROL
 HZ0265
 HZ0265  NGVD 29 (??/??/92)  259.860  (m)          852.56   (f) ADJ UNCH    1 2
 HZ0265
 HZ0265.Superseded values are not recommended for survey control.
 HZ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0265.See file dsdata.txt to determine how the superseded data were derived.
 HZ0265
 HZ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH139378(NAD 83)
 HZ0265_MARKER: DB = BENCH MARK DISK
 HZ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0265_SP_SET: CONCRETE POST
 HZ0265_STAMPING: B 144 1949
 HZ0265_MARK LOGO: CGS   
 HZ0265_PROJECTION: PROJECTING 9 CENTIMETERS
 HZ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0265+STABILITY: SURFACE MOTION
 HZ0265
 HZ0265  HISTORY     - Date     Condition        Report By
 HZ0265  HISTORY     - 1949     MONUMENTED       CGS
 HZ0265  HISTORY     - 1965     GOOD             NGS
 HZ0265  HISTORY     - 1986     GOOD             NGS
 HZ0265
 HZ0265                          STATION DESCRIPTION
 HZ0265
 HZ0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0265'4 MI N FROM GEORGETOWN.
 HZ0265'ABOUT 4.05 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 HZ0265'STATION AT GEORGETOWN, ABOUT 0.25 MILE NORTH OF MILE POST 66,
 HZ0265'AT A PRIVATE PASTURE ROAD CROSSING, 38 FEET WEST OF THE WEST
 HZ0265'RAIL OF THE WEST TRACK, 1 FOOT EAST OF A FENCE LINE, 11 FEET
 HZ0265'SOUTH OF THE SOUTH GATE POST OF GATE ACROSS ROAD, 41 FEET
 HZ0265'WEST OF THE CENTER OF THE CROSSING OF THE WEST TRACK, 2 FEET
 HZ0265'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK
 HZ0265'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HZ0265
 HZ0265                          STATION RECOVERY (1965)
 HZ0265
 HZ0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HZ0265'RECOVERED IN GOOD CONDITION.
 HZ0265
 HZ0265                          STATION RECOVERY (1986)
 HZ0265
 HZ0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ0265'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  8.0 KM (5.0 MI)
 HZ0265'NORTH ALONG U.S. HIGHWAY 25 FROM THE COURTHOUSE IN GEORGETOWN, THENCE
 HZ0265'1.7 KM (1.05 MI) EAST ALONG DELAPLAIN ROAD TO THE SOUTHERN RAILROAD,
 HZ0265'THENCE 1.2 KM (0.75 MI) SOUTH ALONG THE EAST SIDE OF THE RAILROAD ON A
 HZ0265'GRAVELED ROAD TO THE MARK ON THE RIGHT, 11.5 METERS (38.0 FT) WEST OF
 HZ0265'THE WEST RAIL, 12.4 METERS (41.0 FT) SOUTHWEST OF THE CENTER OF THE
 HZ0265'WEST CROSSING, 4.5 METERS (15.0 FT) SOUTH OF THE CENTER OF A FIELD
 HZ0265'ROAD, 0.30 METER (1.0 FT) EAST OF A FENCE LINE.
 HZ0265'THE MARK IS 0.45 METERS  S FROM  A WITNESS POST
 HZ0265'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0323 ***********************************************************************
 HZ0323  DESIGNATION -  B 145 RESET 1971
 HZ0323  PID         -  HZ0323
 HZ0323  STATE/COUNTY-  KY/FAYETTE
 HZ0323  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0323
 HZ0323                         *CURRENT SURVEY CONTROL
 HZ0323  ___________________________________________________________________
 HZ0323* NAD 83(1986)-  38 02 47.     (N)    084 33 20.     (W)     SCALED    
 HZ0323* NAVD 88     -       273.24   (meters)     896.5    (feet)  RESET     
 HZ0323  ___________________________________________________________________
 HZ0323  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ0323
 HZ0323  VERT ORDER  -  THIRD
 HZ0323
 HZ0323.The horizontal coordinates were scaled from a topographic map and have
 HZ0323.an estimated accuracy of +/- 6 seconds.
 HZ0323
 HZ0323.The orthometric height was computed from unverified reset data.
 HZ0323.No vertical observational check was made to the station.
 HZ0323
 HZ0323.The geoid height was determined by GEOID03.
 HZ0323
 HZ0323;                    North         East    Units  Estimated Accuracy
 HZ0323;SPC KY1Z     - 1,190,790.    1,604,830.      MT  (+/- 180 meters Scaled)
 HZ0323
 HZ0323                          SUPERSEDED SURVEY CONTROL
 HZ0323
 HZ0323  NGVD 29 (??/??/??)  273.40   (m)          897.0    (f) RESET       3  
 HZ0323
 HZ0323.Superseded values are not recommended for survey control.
 HZ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0323.See file dsdata.txt to determine how the superseded data were derived.
 HZ0323
 HZ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH144137(NAD 83)
 HZ0323_MARKER: DB = BENCH MARK DISK
 HZ0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0323_SP_SET: PIER
 HZ0323_STAMPING: B 145 RESET 1971
 HZ0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0323
 HZ0323  HISTORY     - Date     Condition        Report By
 HZ0323  HISTORY     - 1971     MONUMENTED       NGS
 HZ0323
 HZ0323                          STATION DESCRIPTION
 HZ0323
 HZ0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HZ0323'2.2 MI W FROM LEXINGTON.
 HZ0323'ABOUT 2.15 MILES WEST ALONG U.S. HIGHWAY 60 FROM ITS OVERPASS
 HZ0323'OVER THE SOUTHERN RAILROAD AT LEXINGTON, ABOUT 0.55 OF A MILE EAST
 HZ0323'OF THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE ROUTE 4 (NEW
 HZ0323'CIRCLE ROAD) AND ABOUT 150 YARDS WEST OF THE INTERSECTION OF PARKERS
 HZ0323'MILL ROAD, 128 FEET WEST OF POWERLINE POLE NO. 136, 123 FEET EAST
 HZ0323'OF THE APPROXIMATE CENTER OF THE DRIVEWAY LEADING INTO RESIDENCE
 HZ0323'NO. 2425, 111 FEET EAST OF POWERLINE POLE NO. 137, 50 FEET NORTH
 HZ0323'OF THE APPROXIMATE CENTER OF THE MEDIAN OF U.S. HIGHWAY 60, AND ABOUT
 HZ0323'7 FEET BELOW THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD DISK
 HZ0323'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE
 HZ0323'FOOTING FOR THE WEST PIER OF A WATER GATE, AND THE DISK IS STAMPED
 HZ0323'B 145 RESET 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1142 ***********************************************************************
 HZ1142  DESIGNATION -  B 146
 HZ1142  PID         -  HZ1142
 HZ1142  STATE/COUNTY-  KY/SHELBY
 HZ1142  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1142
 HZ1142                         *CURRENT SURVEY CONTROL
 HZ1142  ___________________________________________________________________
 HZ1142* NAD 83(1986)-  38 13 22.     (N)    085 12 27.     (W)     SCALED    
 HZ1142* NAVD 88     -       217.262  (meters)     712.80   (feet)  ADJUSTED  
 HZ1142  ___________________________________________________________________
 HZ1142  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ1142  DYNAMIC HT  -         217.109 (meters)     712.30  (feet)  COMP
 HZ1142  MODELED GRAV-     979,921.8   (mgal)                       NAVD 88
 HZ1142
 HZ1142  VERT ORDER  -  FIRST     CLASS II
 HZ1142
 HZ1142.The horizontal coordinates were scaled from a topographic map and have
 HZ1142.an estimated accuracy of +/- 6 seconds.
 HZ1142
 HZ1142.The orthometric height was determined by differential leveling
 HZ1142.and adjusted by the National Geodetic Survey in June 1991..
 HZ1142
 HZ1142.The geoid height was determined by GEOID03.
 HZ1142
 HZ1142.The dynamic height is computed by dividing the NAVD 88
 HZ1142.geopotential number by the normal gravity value computed on the
 HZ1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1142.degrees latitude (g = 980.6199 gals.).
 HZ1142
 HZ1142.The modeled gravity was interpolated from observed gravity values.
 HZ1142
 HZ1142;                    North         East    Units  Estimated Accuracy
 HZ1142;SPC KY1Z     - 1,209,840.    1,547,500.      MT  (+/- 180 meters Scaled)
 HZ1142
 HZ1142                          SUPERSEDED SURVEY CONTROL
 HZ1142
 HZ1142  NGVD 29 (??/??/92)  217.411  (m)          713.29   (f) ADJ UNCH    1 2
 HZ1142
 HZ1142.Superseded values are not recommended for survey control.
 HZ1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1142.See file dsdata.txt to determine how the superseded data were derived.
 HZ1142
 HZ1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH569320(NAD 83)
 HZ1142_MARKER: DB = BENCH MARK DISK
 HZ1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1142_STAMPING: B 146 1949
 HZ1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1142+STABILITY: SURFACE MOTION
 HZ1142
 HZ1142  HISTORY     - Date     Condition        Report By
 HZ1142  HISTORY     - 1949     MONUMENTED       CGS
 HZ1142  HISTORY     - 1985     GOOD             NGS
 HZ1142
 HZ1142                          STATION DESCRIPTION
 HZ1142
 HZ1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1142'1 MI NE FROM SHELBYVILLE.
 HZ1142'ABOUT 1.0 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1142'RAILROAD FROM THE STATION AT SHELBYVILLE, AT A PRIVATE ROAD
 HZ1142'CROSSING, 249 FEET NORTHEAST AND ACROSS PRIVATE ROAD FROM MILE
 HZ1142'POST 32, 67 FEET EAST-NORTHEAST OF THE CENTER OF THE CROSSING,
 HZ1142'26 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE
 HZ1142'GUARD ON PRIVATE ROAD, 30 FEET NORTH OF THE CENTER LINE OF THE
 HZ1142'PRIVATE ROAD, 24 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET
 HZ1142'NORTHWEST OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN
 HZ1142'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF
 HZ1142'A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 HZ1142
 HZ1142                          STATION RECOVERY (1985)
 HZ1142
 HZ1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ1142'NEW DESC: FOLLOWS 1.6 KM (1.0 MI) NORTH ALONG STATE ROUTE 55 FROM THE
 HZ1142'COURTHOUSE IN SHELBYVILLE THEN RIGHT, EAST, ON A PRIVATE ROAD 50
 HZ1142'METERS (165 FT) TO A RAILROAD CROSSING AND THE MARK, 20.4 METERS (67
 HZ1142'FT) EAST NORTHEAST OF THE CENTER OF THE CROSSING , 3.9 METERS (26 FT)
 HZ1142'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE GUARD AND 7.3
 HZ1142'METERS (24 FT) SOUTHEAST OF THE SOUTHEAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0369 ***********************************************************************
 HZ0369  DESIGNATION -  B 147
 HZ0369  PID         -  HZ0369
 HZ0369  STATE/COUNTY-  KY/FRANKLIN
 HZ0369  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0369
 HZ0369                         *CURRENT SURVEY CONTROL
 HZ0369  ___________________________________________________________________
 HZ0369* NAD 83(1986)-  38 13 14.     (N)    084 49 11.     (W)     SCALED    
 HZ0369* NAVD 88     -       215.360  (meters)     706.56   (feet)  ADJUSTED  
 HZ0369  ___________________________________________________________________
 HZ0369  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 HZ0369  DYNAMIC HT  -         215.208 (meters)     706.06  (feet)  COMP
 HZ0369  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 HZ0369
 HZ0369  VERT ORDER  -  FIRST     CLASS II
 HZ0369
 HZ0369.The horizontal coordinates were scaled from a topographic map and have
 HZ0369.an estimated accuracy of +/- 6 seconds.
 HZ0369
 HZ0369.The orthometric height was determined by differential leveling
 HZ0369.and adjusted by the National Geodetic Survey in June 1991..
 HZ0369
 HZ0369.The geoid height was determined by GEOID03.
 HZ0369
 HZ0369.The dynamic height is computed by dividing the NAVD 88
 HZ0369.geopotential number by the normal gravity value computed on the
 HZ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0369.degrees latitude (g = 980.6199 gals.).
 HZ0369
 HZ0369.The modeled gravity was interpolated from observed gravity values.
 HZ0369
 HZ0369;                    North         East    Units  Estimated Accuracy
 HZ0369;SPC KY1Z     - 1,209,860.    1,581,460.      MT  (+/- 180 meters Scaled)
 HZ0369
 HZ0369                          SUPERSEDED SURVEY CONTROL
 HZ0369
 HZ0369  NGVD 29 (??/??/92)  215.532  (m)          707.12   (f) ADJ UNCH    1 2
 HZ0369
 HZ0369.Superseded values are not recommended for survey control.
 HZ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0369.See file dsdata.txt to determine how the superseded data were derived.
 HZ0369
 HZ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH908325(NAD 83)
 HZ0369_MARKER: DB = BENCH MARK DISK
 HZ0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0369_STAMPING: B 147 1949
 HZ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0369+STABILITY: SURFACE MOTION
 HZ0369
 HZ0369  HISTORY     - Date     Condition        Report By
 HZ0369  HISTORY     - 1949     MONUMENTED       CGS
 HZ0369  HISTORY     - 1960     GOOD             NGS
 HZ0369
 HZ0369                          STATION DESCRIPTION
 HZ0369
 HZ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0369'1.4 MI SW FROM ELKHORN.
 HZ0369'ABOUT 1.45 MILES SOUTHWEST ALONG THE FRANKFORT AND CINCINNATI
 HZ0369'RAILROAD FROM THE STATION AT ELKHORN, AT STEDMANTOWN FLAG STATION,
 HZ0369'157 FEET NORTH-NORTHEAST AND ACROSS THE TRACK AND A BLACK TOP
 HZ0369'ROAD FROM THE NORTH CORNER OF THE STATION, 102 FEET NORTH-NORTHEAST
 HZ0369'OF THE CENTER OF THE CROSSING, 107 FEET SOUTHWEST OF A 24-INCH
 HZ0369'HACKBERRY TREE IN FENCE LINE, 37 FEET EAST OF THE CENTER LINE
 HZ0369'OF THE BLACK TOP ROAD, 43 1/2 FEET NORTHWEST OF THE NORTHWEST
 HZ0369'RAIL, 23 FEET EAST OF A TELEPHONE POLE, 1 FOOT SOUTHEAST OF A
 HZ0369'FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 HZ0369'ABOUT 2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 HZ0369'POST PROJECTING 3 INCHES.
 HZ0369
 HZ0369                          STATION RECOVERY (1960)
 HZ0369
 HZ0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HZ0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0629 ***********************************************************************
 HZ0629  DESIGNATION -  B 148
 HZ0629  PID         -  HZ0629
 HZ0629  STATE/COUNTY-  KY/GALLATIN
 HZ0629  USGS QUAD   -  PATRIOT (1994)
 HZ0629
 HZ0629                         *CURRENT SURVEY CONTROL
 HZ0629  ___________________________________________________________________
 HZ0629* NAD 83(1986)-  38 51 10.     (N)    084 47 25.     (W)     SCALED    
 HZ0629* NAVD 88     -       155.108  (meters)     508.88   (feet)  ADJUSTED  
 HZ0629  ___________________________________________________________________
 HZ0629  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0629  DYNAMIC HT  -         155.010 (meters)     508.56  (feet)  COMP
 HZ0629  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 HZ0629
 HZ0629  VERT ORDER  -  FIRST     CLASS II
 HZ0629
 HZ0629.The horizontal coordinates were scaled from a topographic map and have
 HZ0629.an estimated accuracy of +/- 6 seconds.
 HZ0629
 HZ0629.The orthometric height was determined by differential leveling
 HZ0629.and adjusted by the National Geodetic Survey in June 1991..
 HZ0629
 HZ0629.The geoid height was determined by GEOID03.
 HZ0629
 HZ0629.The dynamic height is computed by dividing the NAVD 88
 HZ0629.geopotential number by the normal gravity value computed on the
 HZ0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0629.degrees latitude (g = 980.6199 gals.).
 HZ0629
 HZ0629.The modeled gravity was interpolated from observed gravity values.
 HZ0629
 HZ0629;                    North         East    Units  Estimated Accuracy
 HZ0629;SPC KY1Z     - 1,280,060.    1,583,310.      MT  (+/- 180 meters Scaled)
 HZ0629
 HZ0629                          SUPERSEDED SURVEY CONTROL
 HZ0629
 HZ0629  NGVD 29 (??/??/92)  155.311  (m)          509.55   (f) ADJ UNCH    1 2
 HZ0629
 HZ0629.Superseded values are not recommended for survey control.
 HZ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0629.See file dsdata.txt to determine how the superseded data were derived.
 HZ0629
 HZ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ917027(NAD 83)
 HZ0629_MARKER: DB = BENCH MARK DISK
 HZ0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0629_STAMPING: B 148 1949
 HZ0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0629+STABILITY: SURFACE MOTION
 HZ0629
 HZ0629  HISTORY     - Date     Condition        Report By
 HZ0629  HISTORY     - 1949     MONUMENTED       CGS
 HZ0629  HISTORY     - 1964     GOOD             NGS
 HZ0629
 HZ0629                          STATION DESCRIPTION
 HZ0629
 HZ0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0629'11.6 MI NE FROM WARSAW.
 HZ0629'6.3 MILES EAST ALONG U.S. HIGHWAY 42 FROM THE COURT HOUSE IN
 HZ0629'WARSAW, THENCE ABOUT 5.3 MILES NORTH ALONG A PROMINENT GRAVELED
 HZ0629'ROAD AT A CAMP HOUSE ON THE NORTHWEST SIDE OF THE ROAD, 76 FEET
 HZ0629'NORTHEAST OF THE NORTHWEST END OF A SMALL CULVERT, 34.8 FEET
 HZ0629'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF AN ABANDONED CAMP
 HZ0629'HOUSE, 33 1/2 FEET WNW OF A POWER LINE POLE WITH A GUY CABLE,
 HZ0629'32 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 HZ0629'GRAVELED ROAD.  THE MARK IS ABOUT 4 FEET BELOW THE LEVEL OF THE
 HZ0629'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0036 ***********************************************************************
 GB0036  CBN         -  This is a Cooperative Base Network Control Station.
 GB0036  DESIGNATION -  B 149
 GB0036  PID         -  GB0036
 GB0036  STATE/COUNTY-  KY/MCCREARY
 GB0036  USGS QUAD   -  WHITLEY CITY (1982)
 GB0036
 GB0036                         *CURRENT SURVEY CONTROL
 GB0036  ___________________________________________________________________
 GB0036* NAD 83(1993)-  36 43 53.44527(N)    084 28 21.30633(W)     ADJUSTED  
 GB0036* NAVD 88     -       402.605  (meters)    1320.88   (feet)  ADJUSTED  
 GB0036  ___________________________________________________________________
 GB0036  X           -     492,992.278 (meters)                     COMP
 GB0036  Y           -  -5,094,369.689 (meters)                     COMP
 GB0036  Z           -   3,793,778.963 (meters)                     COMP
 GB0036  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 GB0036  ELLIP HEIGHT-         373.56  (meters)          (11/03/04) GPS OBS
 GB0036  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GB0036  DYNAMIC HT  -         402.282 (meters)    1319.82  (feet)  COMP
 GB0036  MODELED GRAV-     979,816.3   (mgal)                       NAVD 88
 GB0036
 GB0036  HORZ ORDER  -  A
 GB0036  VERT ORDER  -  FIRST     CLASS I
 GB0036  ELLP ORDER  -  THIRD     CLASS I
 GB0036
 GB0036.The horizontal coordinates were established by GPS observations
 GB0036.and adjusted by the National Geodetic Survey in November 2004..
 GB0036
 GB0036.The orthometric height was determined by differential leveling
 GB0036.and adjusted by the National Geodetic Survey in June 1991..
 GB0036
 GB0036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB0036
 GB0036.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0036
 GB0036.The ellipsoidal height was determined by GPS observations
 GB0036.and is referenced to NAD 83.
 GB0036
 GB0036.The geoid height was determined by GEOID03.
 GB0036
 GB0036.The dynamic height is computed by dividing the NAVD 88
 GB0036.geopotential number by the normal gravity value computed on the
 GB0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0036.degrees latitude (g = 980.6199 gals.).
 GB0036
 GB0036.The modeled gravity was interpolated from observed gravity values.
 GB0036
 GB0036;                    North         East     Units Scale Factor Converg.
 GB0036;SPC KY1Z     - 1,044,974.443 1,614,111.532   MT  1.00010274   +0 47 03.4
 GB0036;SPC KY1Z     - 3,428,386.99  5,295,630.92   sFT  1.00010274   +0 47 03.4
 GB0036;SPC KY S     -   544,958.872   614,099.934   MT  1.00000033   +0 46 28.9
 GB0036;SPC KY S     - 1,787,919.23  2,014,759.53   sFT  1.00000033   +0 46 28.9
 GB0036;UTM  16      - 4,068,067.002   725,688.663   MT  1.00022756   +1 30 43.9
 GB0036
 GB0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0036!SPC KY1Z     -   0.99994138  x   1.00010274  =   1.00004411
 GB0036!SPC KY S     -   0.99994138  x   1.00000033  =   0.99994171
 GB0036!UTM  16      -   0.99994138  x   1.00022756  =   1.00016892
 GB0036
 GB0036                          SUPERSEDED SURVEY CONTROL
 GB0036
 GB0036  NAVD 88 (11/03/04)  402.61   (m)         1320.9    (f) LEVELING    3  
 GB0036  NGVD 29 (??/??/92)  402.740  (m)         1321.32   (f) ADJ UNCH    1 1
 GB0036
 GB0036.Superseded values are not recommended for survey control.
 GB0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0036.See file dsdata.txt to determine how the superseded data were derived.
 GB0036
 GB0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2568968067(NAD 83)
 GB0036_MARKER: DB = BENCH MARK DISK
 GB0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0036_STAMPING: B 149 1950 1321.323
 GB0036_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0036+STABILITY: SURFACE MOTION
 GB0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB0036+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2002
 GB0036
 GB0036  HISTORY     - Date     Condition        Report By
 GB0036  HISTORY     - 1950     MONUMENTED       CGS
 GB0036  HISTORY     - 1968     GOOD             NGS
 GB0036  HISTORY     - 19960619 GOOD             KYDT
 GB0036  HISTORY     - 20021211 GOOD             WOOLPT
 GB0036
 GB0036                          STATION DESCRIPTION
 GB0036
 GB0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0036'2.3 MI N FROM STEARNS.
 GB0036'ABOUT 2.3 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0036'AT STEARNS, 0.15 MILE NORTH OF A RAILROAD UNDERPASS FOR OLD
 GB0036'U.S. HIGHWAY 27, 117 YARDS SOUTHEAST AND ACROSS THE TRACK AND
 GB0036'OLD U.S. HIGHWAY 27 FROM MILEPOST 190, 117 YARDS SOUTH OF THE
 GB0036'CENTER OF A CROSSING OF THE RAILROAD AND THE OLD HIGHWAY, 23
 GB0036'FEET EAST OF THE EAST RAIL, 16 FEET WEST OF THE CENTERLINE OF
 GB0036'A DIRT ROAD WHICH PARALLELS THE TRACK, 4 FEET WEST OF TELEPHONE POLE
 GB0036'NUMBER 44 G, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 4 FEET
 GB0036'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 GB0036'POST WHICH PROJECTS 1 INCH.
 GB0036
 GB0036                          STATION RECOVERY (1996)
 GB0036
 GB0036'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0036'DIRECTLY ACROSS ROAD FROM FIRST HOUSE ON LEFT SOUTH OF CROSSING.
 GB0036
 GB0036                          STATION RECOVERY (2002)
 GB0036
 GB0036'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GB0036'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 27 AND SR 1651,
 GB0036'HEAD SW ON SR  1651 FOR 3.0 MILE TO JONES ROAD TO THE EAST.    HEAD
 GB0036'EAST ON JONES RD, CROSSING RAILROAD  TRACKS TO FIRST ASPHALT/GRAVEL
 GB0036'ROAD TO THE SOUTH.  TURN SOUTH ON GRAVEL ROAD FOR   500 FT TO WHITE
 GB0036'FRAME HOUSE AND STATION ON THE RIGHT.
 GB0036' 
 GB0036'THE STATION IS A 12 INCH DIAMETER CONCRETE MONUMENT W/ BRASS DISK,
 GB0036'FLUSH WITH  GROUND.  IT IS 34.5 FT W OF 12 INCH TREE, 42.1 FT NE OF 10
 GB0036'INCH TREE, 24.0 FT E OF EASTERLY RAIL  OF RR TRACKS, 12 FT W OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1969 ***********************************************************************
 GY1969  DESIGNATION -  B 15
 GY1969  PID         -  GY1969
 GY1969  STATE/COUNTY-  KY/PERRY
 GY1969  USGS QUAD   -  HAZARD NORTH (1992)
 GY1969
 GY1969                         *CURRENT SURVEY CONTROL
 GY1969  ___________________________________________________________________
 GY1969* NAD 83(1986)-  37 15 48.     (N)    083 11 51.     (W)     SCALED    
 GY1969* NAVD 88     -       265.010  (meters)     869.45   (feet)  ADJUSTED  
 GY1969  ___________________________________________________________________
 GY1969  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GY1969  DYNAMIC HT  -         264.803 (meters)     868.77  (feet)  COMP
 GY1969  MODELED GRAV-     979,839.8   (mgal)                       NAVD 88
 GY1969
 GY1969  VERT ORDER  -  FIRST     CLASS I
 GY1969
 GY1969.The horizontal coordinates were scaled from a topographic map and have
 GY1969.an estimated accuracy of +/- 6 seconds.
 GY1969
 GY1969.The orthometric height was determined by differential leveling
 GY1969.and adjusted by the National Geodetic Survey in June 1991..
 GY1969
 GY1969.The geoid height was determined by GEOID03.
 GY1969
 GY1969.The dynamic height is computed by dividing the NAVD 88
 GY1969.geopotential number by the normal gravity value computed on the
 GY1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1969.degrees latitude (g = 980.6199 gals.).
 GY1969
 GY1969.The modeled gravity was interpolated from observed gravity values.
 GY1969
 GY1969;                    North         East    Units  Estimated Accuracy
 GY1969;SPC KY1Z     - 1,106,310.    1,726,380.      MT  (+/- 180 meters Scaled)
 GY1969
 GY1969                          SUPERSEDED SURVEY CONTROL
 GY1969
 GY1969  NGVD 29 (??/??/92)  265.181  (m)          870.01   (f) ADJ UNCH    1 1
 GY1969
 GY1969.Superseded values are not recommended for survey control.
 GY1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1969.See file dsdata.txt to determine how the superseded data were derived.
 GY1969
 GY1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB051263(NAD 83)
 GY1969_MARKER: DB = BENCH MARK DISK
 GY1969_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1969_SP_SET: TUNNEL
 GY1969_STAMPING: B 15 1930 870.015
 GY1969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1969
 GY1969  HISTORY     - Date     Condition        Report By
 GY1969  HISTORY     - 1930     MONUMENTED       CGS
 GY1969  HISTORY     - 1967     GOOD             NGS
 GY1969  HISTORY     - 19940610 MARK NOT FOUND   KYDT
 GY1969
 GY1969                          STATION DESCRIPTION
 GY1969
 GY1969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1969'1.4 MI N FROM HAZARD.
 GY1969'ABOUT 1.35 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE
 GY1969'RAILROAD FROM THE STATION AT HAZARD, AT THE SOUTHEAST END OF THE
 GY1969'HAZARD TUNNEL FOR THE RAILROAD, 5 1/2 FEET SOUTHWEST OF THE
 GY1969'SOUTHWEST RAIL OF THE TRACK, SET VERTICALLY IN THE NORTHEAST FACE
 GY1969'OF THE SOUTHWEST CONCRETE WALL OF THE TUNNEL, 3.8 FEET NORTHWEST
 GY1969'OF THE SOUTHEAST END OF THE TUNNEL, AND ABOUT 3 FEET ABOVE
 GY1969'THE LEVEL OF THE TRACK.
 GY1969
 GY1969                          STATION RECOVERY (1994)
 GY1969
 GY1969'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0131 ***********************************************************************
 HZ0131  DESIGNATION -  B 150
 HZ0131  PID         -  HZ0131
 HZ0131  STATE/COUNTY-  KY/FAYETTE
 HZ0131  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0131
 HZ0131                         *CURRENT SURVEY CONTROL
 HZ0131  ___________________________________________________________________
 HZ0131* NAD 83(1986)-  38 04 00.     (N)    084 18 14.     (W)     SCALED    
 HZ0131* NAVD 88     -       291.109  (meters)     955.08   (feet)  ADJUSTED  
 HZ0131  ___________________________________________________________________
 HZ0131  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HZ0131  DYNAMIC HT  -         290.896 (meters)     954.38  (feet)  COMP
 HZ0131  MODELED GRAV-     979,890.4   (mgal)                       NAVD 88
 HZ0131
 HZ0131  VERT ORDER  -  FIRST     CLASS II
 HZ0131
 HZ0131.The horizontal coordinates were scaled from a topographic map and have
 HZ0131.an estimated accuracy of +/- 6 seconds.
 HZ0131
 HZ0131.The orthometric height was determined by differential leveling
 HZ0131.and adjusted by the National Geodetic Survey in June 1991..
 HZ0131
 HZ0131.The geoid height was determined by GEOID03.
 HZ0131
 HZ0131.The dynamic height is computed by dividing the NAVD 88
 HZ0131.geopotential number by the normal gravity value computed on the
 HZ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0131.degrees latitude (g = 980.6199 gals.).
 HZ0131
 HZ0131.The modeled gravity was interpolated from observed gravity values.
 HZ0131
 HZ0131;                    North         East    Units  Estimated Accuracy
 HZ0131;SPC KY1Z     - 1,193,350.    1,626,880.      MT  (+/- 180 meters Scaled)
 HZ0131
 HZ0131                          SUPERSEDED SURVEY CONTROL
 HZ0131
 HZ0131  NGVD 29 (??/??/92)  291.258  (m)          955.57   (f) ADJ UNCH    1 2
 HZ0131
 HZ0131.Superseded values are not recommended for survey control.
 HZ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0131.See file dsdata.txt to determine how the superseded data were derived.
 HZ0131
 HZ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH365166(NAD 83)
 HZ0131_MARKER: DB = BENCH MARK DISK
 HZ0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0131_SP_SET: CULVERT
 HZ0131_STAMPING: B 150 1949 955.569
 HZ0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0131
 HZ0131  HISTORY     - Date     Condition        Report By
 HZ0131  HISTORY     - 1949     MONUMENTED       CGS
 HZ0131  HISTORY     - 1958     GOOD             NGS
 HZ0131
 HZ0131                          STATION DESCRIPTION
 HZ0131
 HZ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0131'8.8 MI NW FROM WINCHESTER.
 HZ0131'ABOUT 8.85 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ0131'RAILROAD FROM THE STATION AT WINCHESTER, ABOUT 0.9 MILE SOUTHEAST
 HZ0131'OF THE STATION AT AVON, SET IN THE TOP OF THE SOUTHEAST END OF
 HZ0131'THE NORTHEAST HEAD WALL OF AN 8-FOOT STONE AND CONCRETE CULVERT,
 HZ0131'11 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 3 FEET BELOW
 HZ0131'THE TRACK.
 HZ0131
 HZ0131                          STATION RECOVERY (1958)
 HZ0131
 HZ0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0777 ***********************************************************************
 GZ0777  DESIGNATION -  B 152
 GZ0777  PID         -  GZ0777
 GZ0777  STATE/COUNTY-  KY/LINCOLN
 GZ0777  USGS QUAD   -  EUBANK (1976)
 GZ0777
 GZ0777                         *CURRENT SURVEY CONTROL
 GZ0777  ___________________________________________________________________
 GZ0777* NAD 83(1986)-  37 22 16.     (N)    084 41 13.     (W)     SCALED    
 GZ0777* NAVD 88     -       356.524  (meters)    1169.70   (feet)  ADJUSTED  
 GZ0777  ___________________________________________________________________
 GZ0777  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GZ0777  DYNAMIC HT  -         356.239 (meters)    1168.76  (feet)  COMP
 GZ0777  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 GZ0777
 GZ0777  VERT ORDER  -  FIRST     CLASS II
 GZ0777
 GZ0777.The horizontal coordinates were scaled from a topographic map and have
 GZ0777.an estimated accuracy of +/- 6 seconds.
 GZ0777
 GZ0777.The orthometric height was determined by differential leveling
 GZ0777.and adjusted by the National Geodetic Survey in June 1991..
 GZ0777
 GZ0777.The geoid height was determined by GEOID03.
 GZ0777
 GZ0777.The dynamic height is computed by dividing the NAVD 88
 GZ0777.geopotential number by the normal gravity value computed on the
 GZ0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0777.degrees latitude (g = 980.6199 gals.).
 GZ0777
 GZ0777.The modeled gravity was interpolated from observed gravity values.
 GZ0777
 GZ0777;                    North         East    Units  Estimated Accuracy
 GZ0777;SPC KY1Z     - 1,115,710.    1,594,160.      MT  (+/- 180 meters Scaled)
 GZ0777
 GZ0777                          SUPERSEDED SURVEY CONTROL
 GZ0777
 GZ0777  NGVD 29 (??/??/92)  356.656  (m)         1170.13   (f) ADJ UNCH    1 2
 GZ0777
 GZ0777.Superseded values are not recommended for survey control.
 GZ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0777.See file dsdata.txt to determine how the superseded data were derived.
 GZ0777
 GZ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG048385(NAD 83)
 GZ0777_MARKER: DB = BENCH MARK DISK
 GZ0777_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0777_SP_SET: BRIDGE ABUTMENT
 GZ0777_STAMPING: B 152 1950 1170.129
 GZ0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0777
 GZ0777  HISTORY     - Date     Condition        Report By
 GZ0777  HISTORY     - 1950     MONUMENTED       CGS
 GZ0777  HISTORY     - 1958     GOOD             NGS
 GZ0777  HISTORY     - 20050510 MARK NOT FOUND   KYDT
 GZ0777
 GZ0777                          STATION DESCRIPTION
 GZ0777
 GZ0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0777'AT KINGS MOUNTAIN.
 GZ0777'AT KINGS MOUNTAIN, ALONG THE SOUTHERN RAILWAY, SET IN THE TOP OF
 GZ0777'THE EAST END OF THE NORTH ABUTMENT OF AN 11-FOOT CONCRETE BRIDGE
 GZ0777'UNDER TRACKS, 196 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION,
 GZ0777'32 FEET EAST OF THE EAST RAIL OF THE EAST TRACK AND ABOUT 1
 GZ0777'FOOT BELOW THE TRACK.
 GZ0777
 GZ0777                          STATION RECOVERY (1958)
 GZ0777
 GZ0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0777'RECOVERED IN GOOD CONDITION.
 GZ0777
 GZ0777                          STATION RECOVERY (2005)
 GZ0777
 GZ0777'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0777'THIS BRIDGE HAS BEEN EXTENDED ON THE NORTH END WHEN ADDITIONAL TRACKS
 GZ0777'ADDED PREVIOUSLY, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1313 ***********************************************************************
 GZ1313  DESIGNATION -  B 153
 GZ1313  PID         -  GZ1313
 GZ1313  STATE/COUNTY-  KY/BOYLE
 GZ1313  USGS QUAD   -  JUNCTION CITY (1979)
 GZ1313
 GZ1313                         *CURRENT SURVEY CONTROL
 GZ1313  ___________________________________________________________________
 GZ1313* NAD 83(1993)-  37 35 05.22654(N)    084 46 24.86729(W)     ADJUSTED  
 GZ1313* NAVD 88     -       311.457  (meters)    1021.84   (feet)  ADJUSTED  
 GZ1313  ___________________________________________________________________
 GZ1313  X           -     461,006.198 (meters)                     COMP
 GZ1313  Y           -  -5,039,851.160 (meters)                     COMP
 GZ1313  Z           -   3,869,195.622 (meters)                     COMP
 GZ1313  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 GZ1313  ELLIP HEIGHT-         279.07  (meters)          (12/20/95) GPS OBS
 GZ1313  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GZ1313  DYNAMIC HT  -         311.215 (meters)    1021.04  (feet)  COMP
 GZ1313  MODELED GRAV-     979,844.4   (mgal)                       NAVD 88
 GZ1313
 GZ1313  HORZ ORDER  -  THIRD
 GZ1313  VERT ORDER  -  FIRST     CLASS II
 GZ1313  ELLP ORDER  -  FOURTH    CLASS I
 GZ1313
 GZ1313.This mark is at Stuart Powell Field Airport (DVK)
 GZ1313
 GZ1313.The horizontal coordinates were established by GPS observations
 GZ1313.and adjusted by the National Geodetic Survey in December 1995..
 GZ1313
 GZ1313.The orthometric height was determined by differential leveling
 GZ1313.and adjusted by the National Geodetic Survey in June 1991..
 GZ1313
 GZ1313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ1313
 GZ1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1313
 GZ1313.The ellipsoidal height was determined by GPS observations
 GZ1313.and is referenced to NAD 83.
 GZ1313
 GZ1313.The geoid height was determined by GEOID03.
 GZ1313
 GZ1313.The dynamic height is computed by dividing the NAVD 88
 GZ1313.geopotential number by the normal gravity value computed on the
 GZ1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1313.degrees latitude (g = 980.6199 gals.).
 GZ1313
 GZ1313.The modeled gravity was interpolated from observed gravity values.
 GZ1313
 GZ1313;                    North         East     Units Scale Factor Converg.
 GZ1313;SPC KY1Z     - 1,139,340.536 1,586,234.502   MT  0.99991783   +0 35 58.2
 GZ1313;SPC KY1Z     - 3,737,986.41  5,204,171.03   sFT  0.99991783   +0 35 58.2
 GZ1313;SPC KY S     -   639,325.986   586,237.741   MT  0.99995494   +0 35 31.8
 GZ1313;SPC KY S     - 2,097,522.01  1,923,348.32   sFT  0.99995494   +0 35 31.8
 GZ1313;UTM  16      - 4,162,077.996   696,583.996   MT  1.00007603   +1 21 30.3
 GZ1313
 GZ1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1313!SPC KY1Z     -   0.99995621  x   0.99991783  =   0.99987404
 GZ1313!SPC KY S     -   0.99995621  x   0.99995494  =   0.99991115
 GZ1313!UTM  16      -   0.99995621  x   1.00007603  =   1.00003224
 GZ1313
 GZ1313:                Primary Azimuth Mark                     Grid Az
 GZ1313:SPC KY1Z     -  DANPORT                                  183 38 47.2
 GZ1313:SPC KY S     -  DANPORT                                  183 39 13.6
 GZ1313:UTM  16      -  DANPORT                                  182 53 15.1
 GZ1313
 GZ1313|---------------------------------------------------------------------|
 GZ1313| PID    Reference Object                     Distance      Geod. Az  |
 GZ1313|                                                           dddmmss.s |
 GZ1313| GZ2653 DANPORT                             APPROX. 0.5 KM 1841445.4 |
 GZ1313|---------------------------------------------------------------------|
 GZ1313
 GZ1313                          SUPERSEDED SURVEY CONTROL
 GZ1313
 GZ1313  NAD 83(1986)-  37 35 05.23423(N)    084 46 24.87640(W) AD(       ) 3
 GZ1313  NAVD 88 (09/04/97)  311.46   (m)         1021.8    (f) LEVELING    3  
 GZ1313  NGVD 29 (??/??/92)  311.601  (m)         1022.31   (f) ADJ UNCH    1 2
 GZ1313
 GZ1313.Superseded values are not recommended for survey control.
 GZ1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1313.See file dsdata.txt to determine how the superseded data were derived.
 GZ1313
 GZ1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG9658462078(NAD 83)
 GZ1313_MARKER: DB = BENCH MARK DISK
 GZ1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1313_SP_SET: CONCRETE POST
 GZ1313_STAMPING: B 153 1950
 GZ1313_MARK LOGO: CGS   
 GZ1313_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1313+STABILITY: SURFACE MOTION
 GZ1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1313+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 GZ1313
 GZ1313  HISTORY     - Date     Condition        Report By
 GZ1313  HISTORY     - 1950     MONUMENTED       CGS
 GZ1313  HISTORY     - 1958     GOOD             NGS
 GZ1313  HISTORY     - 1981     MARK NOT FOUND   KYDT
 GZ1313  HISTORY     - 1985     GOOD             NGS
 GZ1313  HISTORY     - 1985     GOOD             NGS
 GZ1313  HISTORY     - 19890114 GOOD             NGS
 GZ1313  HISTORY     - 19900917 GOOD             NGS
 GZ1313  HISTORY     - 19951007 MARK NOT FOUND   LOWE
 GZ1313  HISTORY     - 19960818 GOOD             NGS
 GZ1313  HISTORY     - 20051010 GOOD             GESOLU
 GZ1313
 GZ1313                          STATION DESCRIPTION
 GZ1313
 GZ1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1313'0.6 MI NE FROM SHELBY CITY.
 GZ1313'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 35 FROM THE
 GZ1313'JUNCTION OF STATE HIGHWAY 300, THENCE ABOUT 0.2 MILE SOUTHEAST
 GZ1313'ALONG A BLACK TOP ROAD, AT GOODALL AIRPORT, AT A DRIVE WAY TO
 GZ1313'HANGARS, 123 NORTHEAST OF B.M. C 153, 31 FEET SOUTH OF THE
 GZ1313'CENTER LINE OF THE BLACK TOP ROAD, 36 FEET EAST OF THE NORTHEAST
 GZ1313'CORNER OF A SMALL HANGAR, 14 1/2 FEET EAST OF THE CENTER LINE OF
 GZ1313'THE DRIVE, 1 1/2 FEET SOUTH OF A FENCE LINE, 1 1/2 FEET EAST OF A
 GZ1313'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE BLACK TOP ROAD
 GZ1313'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1313'NOTE-- THE BLACKTOP ROAD IS NOW WIDENED AND THE FENCE MOVED
 GZ1313'BACK, IT IS 24 FEET SOUTH OF THE CENTERLINE OF ROAD AND 3 FEET
 GZ1313'NORTH OF THE FENCE LINE.
 GZ1313
 GZ1313                          STATION RECOVERY (1958)
 GZ1313
 GZ1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1313'RECOVERED IN GOOD CONDITION.
 GZ1313
 GZ1313                          STATION RECOVERY (1981)
 GZ1313
 GZ1313'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1313'MARK NOT FOUND.
 GZ1313
 GZ1313                          STATION RECOVERY (1985)
 GZ1313
 GZ1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1313'NEW DESC: AT THE END OF GOODALL AIRFIELD (DANVILLE-BOYLE COUNTY
 GZ1313'AIRPORT) WHICH IS LOCATED AT THE EAST EDGE OF SHELBY CITY, 10.4
 GZ1313'METERS (34 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY ROAD 1273
 GZ1313'(AIRPORT ROAD), 22.1 METERS (72.5 FT) NORTH NORTHEAST OF THE
 GZ1313'SOUTHEAST CORNER OF A HANGAR, 11.0 METERS (36 FT) EAST-SOUTHEAST OF
 GZ1313'THE NORTHEAST CORNER OF THE HANGAR, 4.7 METERS (15.5 FT)
 GZ1313'EAST-SOUTHEAST OF THE CENTERLINE OF A PAVED DRIVEWAY AND GATE AND 0.9
 GZ1313'METERS (3.0 FT) SOUTHWEST OF A FENCE.
 GZ1313
 GZ1313                          STATION RECOVERY (1985)
 GZ1313
 GZ1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1313'RECOVERED IN GOOD CONDITION.  THE 1950 DESCRIPTION IS ADEQUATE EXCEPT
 GZ1313'A NEW CHAIN  LINK FENCE IS NOW AT THIS LOCATION.  THE BENCH MARK IS
 GZ1313'NOW 3.0 METERS (9.8 FT) EAST OF THE EAST GATE POST OF THE NORTH
 GZ1313'ENTRANCE GATE OF THE AIRPORT.
 GZ1313
 GZ1313                          STATION RECOVERY (1989)
 GZ1313
 GZ1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GZ1313'THE STATION IS ABOUT 5.6 KM (3.50 MI) SOUTH OF DANVILLE, 1.6 KM
 GZ1313'(1.00 MI) EAST OF JUNCTION CITY, 0.5 KM (0.30 MI) EAST OF US HIGHWAY
 GZ1313'127 AND AT THE DANVILLE-GOODALL FIELD AIRPORT IN THE MEDIAN BETWEEN
 GZ1313'THE TAXIWAY AND RUNWAY.  OWNERSHIP--AERO TECH, INC., DANVILLE-GOODALL
 GZ1313'FIELD, RT 5 BOX 207B, DANVILLE, KY 40422, PHONE 606-854-6170.  AIRPORT
 GZ1313'MANAGER IS WILLIAM HAMMOND.
 GZ1313'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 150 BYPASS
 GZ1313'AND US HIGHWAY 127 IN DANVILLE, DRIVE SOUTH FOR 3.58 KM (2.20 MI) ON
 GZ1313'US HIGHWAY 127 TO THE INTERSECTION OF STATE ROAD 1273.  TURN LEFT AND
 GZ1313'DRIVE EAST FOR 0.70 KM (0.45 MI) ON STATE ROAD 1273 TO A PAVED AIRPORT
 GZ1313'ENTRANCE ROAD RIGHT.  TURN RIGHT AND DRIVE TO THE END OF ROAD AND
 GZ1313'AIRPORT OFFICE ON THE RIGHT.  FROM THE AIRPORT OFFICE DRIVE SOUTH FOR
 GZ1313'130 M (426.5 FT) TO THE TAXIWAY.  TURN RIGHT AND DRIVE WEST FOR 0.3 KM
 GZ1313'(0.20 MI) ON THE TAXIWAY TO THE END.  TURN RIGHT AND DRIVE NORTH ON
 GZ1313'RUNWAY 19 FOR 0.54 KM (0.35 MI) TO THE END OF THE RUNWAY AND THE
 GZ1313'STATION ON THE LEFT.
 GZ1313'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---B 153 1950
 GZ1313'1022.311---, SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS RECESSED
 GZ1313'0.05 M (0.2 FT).  LOCATED 31.1 M (102.0 FT) NORTHEAST OF THE SOUTHEAST
 GZ1313'CORNER OF A BRICK BUILDING, 21.5 M (70.5 FT) WEST-NORTHWEST OF CENTER
 GZ1313'OF RUNWAY END, 11.0 M (36.1 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER
 GZ1313'OF A METAL HANGAR, 10.4 M (34.1 FT) SOUTH-SOUTHWEST OF CENTER OF
 GZ1313'AIRPORT ROAD, 4.72 M (15.5 FT) EAST-SOUTHEAST OF THE CENTER OF A
 GZ1313'GRAVEL DRIVE AND 1.2 M (3.9 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST
 GZ1313'AT THE NORTH SIDE OF A CHAIN LINK FENCE.
 GZ1313'DESCRIBED BY D. CONNER.
 GZ1313
 GZ1313                          STATION RECOVERY (1990)
 GZ1313
 GZ1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GZ1313'THE STATION IS LOCATED AT THE NW END OF THE FIELD, JUST SOUTH OF THE
 GZ1313'BOUNDARY FENCE, AND JUST W OF RUNWAY END 19.  THE STATION IS 102 FT
 GZ1313'(31.1 M) NE OF THE SE CORNER OF A BRICK BUILDING, 70.5 FT (21.5 M) WNW
 GZ1313'OF CL END RWY 19, 36.1 FT (11.0 M) ESE OF THE NE CORNER OF A METAL
 GZ1313'HANGAR, 34.1 FT (10.4 M) SSW OF THE CENTER OF AIRPORT RD, AND 3.9 FT
 GZ1313'(1.2 M) SW OF A FIBERGLASS WITNESS POST ON THE N SIDE OF A CHAIN LINK
 GZ1313'FENCE.  THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED B 153
 GZ1313'1950, SET IN THE TOP OF A ROUND CONCRETE MONUMENT SET FLUSH WITH THE
 GZ1313'GROUND.
 GZ1313
 GZ1313                          STATION RECOVERY (1995)
 GZ1313
 GZ1313'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 GZ1313'RECOVERED AS DESCRIBED.
 GZ1313
 GZ1313                          STATION RECOVERY (1996)
 GZ1313
 GZ1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SER)
 GZ1313'RECOVERED AS DESCRIBED.
 GZ1313
 GZ1313                          STATION RECOVERY (2005)
 GZ1313
 GZ1313'RECOVERY NOTE BY GEOMATICS SOLUTIONS 2005 (HGM)
 GZ1313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1250 ***********************************************************************
 GZ1250  DESIGNATION -  B 154
 GZ1250  PID         -  GZ1250
 GZ1250  STATE/COUNTY-  KY/JESSAMINE
 GZ1250  USGS QUAD   -  WILMORE (1979)
 GZ1250
 GZ1250                         *CURRENT SURVEY CONTROL
 GZ1250  ___________________________________________________________________
 GZ1250* NAD 83(1986)-  37 51 30.     (N)    084 39 34.     (W)     SCALED    
 GZ1250* NAVD 88     -       267.715  (meters)     878.33   (feet)  ADJUSTED  
 GZ1250  ___________________________________________________________________
 GZ1250  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GZ1250  DYNAMIC HT  -         267.513 (meters)     877.67  (feet)  COMP
 GZ1250  MODELED GRAV-     979,869.0   (mgal)                       NAVD 88
 GZ1250
 GZ1250  VERT ORDER  -  FIRST     CLASS II
 GZ1250
 GZ1250.The horizontal coordinates were scaled from a topographic map and have
 GZ1250.an estimated accuracy of +/- 6 seconds.
 GZ1250
 GZ1250.The orthometric height was determined by differential leveling
 GZ1250.and adjusted by the National Geodetic Survey in June 1991..
 GZ1250
 GZ1250.The geoid height was determined by GEOID03.
 GZ1250
 GZ1250.The dynamic height is computed by dividing the NAVD 88
 GZ1250.geopotential number by the normal gravity value computed on the
 GZ1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1250.degrees latitude (g = 980.6199 gals.).
 GZ1250
 GZ1250.The modeled gravity was interpolated from observed gravity values.
 GZ1250
 GZ1250;                    North         East    Units  Estimated Accuracy
 GZ1250;SPC KY1Z     - 1,169,810.    1,595,960.      MT  (+/- 180 meters Scaled)
 GZ1250
 GZ1250                          SUPERSEDED SURVEY CONTROL
 GZ1250
 GZ1250  NGVD 29 (??/??/92)  267.872  (m)          878.84   (f) ADJ UNCH    1 2
 GZ1250
 GZ1250.Superseded values are not recommended for survey control.
 GZ1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1250.See file dsdata.txt to determine how the superseded data were derived.
 GZ1250
 GZ1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG059926(NAD 83)
 GZ1250_MARKER: DB = BENCH MARK DISK
 GZ1250_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GZ1250_SP_SET: FOUNDATION WALL
 GZ1250_STAMPING: B 154 1950 878.843
 GZ1250_MARK LOGO: CGS   
 GZ1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1250+STABILITY: SURFACE MOTION
 GZ1250
 GZ1250  HISTORY     - Date     Condition        Report By
 GZ1250  HISTORY     - 1950     MONUMENTED       CGS
 GZ1250  HISTORY     - 1958     GOOD             NGS
 GZ1250  HISTORY     - 1985     GOOD             NGS
 GZ1250
 GZ1250                          STATION DESCRIPTION
 GZ1250
 GZ1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1250'AT WILMORE.
 GZ1250'AT WILMORE, SET VERTICALLY IN THE NORTH FACE OF THE WATER TABLE
 GZ1250'AT THE NORTHEAST CORNER OF THE BUILDING OCCUPIED BY JOHN ASKIN
 GZ1250'GROCERY STORY, 1 1/2 FEET WEST OF THE NORTHEAST CORNER OF THE
 GZ1250'BUILDING, 23 FEET WEST OF THE NORTHWEST CORNER OF THE WILMORE
 GZ1250'BANK BUILDING, AND ABOUT 1.8 FEET ABOVE THE SIDE WALK.  NOTE-- THE
 GZ1250'BUILDING IS NOW OCCUPIED BY DUGGINS FUIRNITURE STORE.
 GZ1250
 GZ1250                          STATION RECOVERY (1958)
 GZ1250
 GZ1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1250'RECOVERED IN GOOD CONDITION.
 GZ1250
 GZ1250                          STATION RECOVERY (1985)
 GZ1250
 GZ1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1250'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE, THE BUILDING
 GZ1250'IS NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0840 ***********************************************************************
 GZ0840  DESIGNATION -  B 155
 GZ0840  PID         -  GZ0840
 GZ0840  STATE/COUNTY-  KY/LINCOLN
 GZ0840  USGS QUAD   -  HALLS GAP (1987)
 GZ0840
 GZ0840                         *CURRENT SURVEY CONTROL
 GZ0840  ___________________________________________________________________
 GZ0840* NAD 83(1986)-  37 27 27.     (N)    084 41 26.     (W)     SCALED    
 GZ0840* NAVD 88     -       302.221  (meters)     991.54   (feet)  ADJUSTED  
 GZ0840  ___________________________________________________________________
 GZ0840  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GZ0840  DYNAMIC HT  -         301.983 (meters)     990.76  (feet)  COMP
 GZ0840  MODELED GRAV-     979,833.4   (mgal)                       NAVD 88
 GZ0840
 GZ0840  VERT ORDER  -  SECOND    CLASS 0
 GZ0840
 GZ0840.The horizontal coordinates were scaled from a topographic map and have
 GZ0840.an estimated accuracy of +/- 6 seconds.
 GZ0840
 GZ0840.The orthometric height was determined by differential leveling
 GZ0840.and adjusted by the National Geodetic Survey in June 1991..
 GZ0840
 GZ0840.The geoid height was determined by GEOID03.
 GZ0840
 GZ0840.The dynamic height is computed by dividing the NAVD 88
 GZ0840.geopotential number by the normal gravity value computed on the
 GZ0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0840.degrees latitude (g = 980.6199 gals.).
 GZ0840
 GZ0840.The modeled gravity was interpolated from observed gravity values.
 GZ0840
 GZ0840;                    North         East    Units  Estimated Accuracy
 GZ0840;SPC KY1Z     - 1,125,300.    1,593,730.      MT  (+/- 180 meters Scaled)
 GZ0840
 GZ0840                          SUPERSEDED SURVEY CONTROL
 GZ0840
 GZ0840  NGVD 29 (??/??/92)  302.358  (m)          991.99   (f) ADJ UNCH    2 0
 GZ0840
 GZ0840.Superseded values are not recommended for survey control.
 GZ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0840.See file dsdata.txt to determine how the superseded data were derived.
 GZ0840
 GZ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG042481(NAD 83)
 GZ0840_MARKER: DB = BENCH MARK DISK
 GZ0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0840_STAMPING: B 155 1950 991.986
 GZ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0840+STABILITY: SURFACE MOTION
 GZ0840
 GZ0840  HISTORY     - Date     Condition        Report By
 GZ0840  HISTORY     - 1950     MONUMENTED       CGS
 GZ0840  HISTORY     - 1981     GOOD             KYDT
 GZ0840
 GZ0840                          STATION DESCRIPTION
 GZ0840
 GZ0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0840'AT JUMBO.
 GZ0840'AT JUMBO, AT THE CROSSROADS AND SCHOOL, 91 FEET NORTHEAST OF THE
 GZ0840'CENTER OF THE CROSSROADS, 80 FEET NORTHEAST OF THE CENTER LINE
 GZ0840'OF THE ROAD LEADING SOUTHEAST, 103 FEET EAST AND ACROSS GREEN
 GZ0840'RIVER ROAD FROM THE EAST CORNER OF THE SCHOOL, 90 FEET SOUTHWEST
 GZ0840'OF THE SOUTH CORNER OF A HOUSE, 59 FEET EAST OF THE CENTER
 GZ0840'LINE OF GREEN RIVER ROAD, 12 FEET NORTHEAST OF A FENCE CORNER,
 GZ0840'1 FOOT WEST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE
 GZ0840'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 GZ0840'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0840
 GZ0840                          STATION RECOVERY (1981)
 GZ0840
 GZ0840'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0783 ***********************************************************************
 GZ0783  DESIGNATION -  B 156
 GZ0783  PID         -  GZ0783
 GZ0783  STATE/COUNTY-  KY/LINCOLN
 GZ0783  USGS QUAD   -  EUBANK (1976)
 GZ0783
 GZ0783                         *CURRENT SURVEY CONTROL
 GZ0783  ___________________________________________________________________
 GZ0783* NAD 83(1986)-  37 19 35.     (N)    084 40 21.     (W)     SCALED    
 GZ0783* NAVD 88     -       374.517  (meters)    1228.73   (feet)  ADJUSTED  
 GZ0783  ___________________________________________________________________
 GZ0783  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GZ0783  DYNAMIC HT  -         374.220 (meters)    1227.75  (feet)  COMP
 GZ0783  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 GZ0783
 GZ0783  VERT ORDER  -  FIRST     CLASS II
 GZ0783
 GZ0783.The horizontal coordinates were scaled from a topographic map and have
 GZ0783.an estimated accuracy of +/- 6 seconds.
 GZ0783
 GZ0783.The orthometric height was determined by differential leveling
 GZ0783.and adjusted by the National Geodetic Survey in June 1991..
 GZ0783
 GZ0783.The geoid height was determined by GEOID03.
 GZ0783
 GZ0783.The dynamic height is computed by dividing the NAVD 88
 GZ0783.geopotential number by the normal gravity value computed on the
 GZ0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0783.degrees latitude (g = 980.6199 gals.).
 GZ0783
 GZ0783.The modeled gravity was interpolated from observed gravity values.
 GZ0783
 GZ0783;                    North         East    Units  Estimated Accuracy
 GZ0783;SPC KY1Z     - 1,110,760.    1,595,490.      MT  (+/- 180 meters Scaled)
 GZ0783
 GZ0783                          SUPERSEDED SURVEY CONTROL
 GZ0783
 GZ0783  NGVD 29 (??/??/92)  374.651  (m)         1229.17   (f) ADJ UNCH    1 2
 GZ0783
 GZ0783.Superseded values are not recommended for survey control.
 GZ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0783.See file dsdata.txt to determine how the superseded data were derived.
 GZ0783
 GZ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG062336(NAD 83)
 GZ0783_MARKER: DB = BENCH MARK DISK
 GZ0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0783_SP_SET: CONCRETE POST
 GZ0783_STAMPING: B 156 1950 1229.167
 GZ0783_MARK LOGO: CGS   
 GZ0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0783+STABILITY: SURFACE MOTION
 GZ0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0783+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 GZ0783
 GZ0783  HISTORY     - Date     Condition        Report By
 GZ0783  HISTORY     - 1950     MONUMENTED       CGS
 GZ0783  HISTORY     - 1958     GOOD             NGS
 GZ0783  HISTORY     - 1984     GOOD             NGS
 GZ0783  HISTORY     - 20050510 GOOD             KYDT
 GZ0783
 GZ0783                          STATION DESCRIPTION
 GZ0783
 GZ0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0783'3.6 MI S FROM KINGS MOUNTAIN.
 GZ0783'ABOUT 3.55 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ0783'AT KINGS MOUNTAIN, ABOUT 3.4 MILES NORTH OF THE STATION AT EUBANK,
 GZ0783'PULASKI COUNTY, ABOUT 0.5 MILE SOUTH OF THE STATION AT WAYNESBURG,
 GZ0783'AT THE OUTSIDE OF THE FIRST CURVE SOUTH OF WAYNESBURG, 183 FEET
 GZ0783'WEST OF THE WEST RAIL OF THE WEST TRACK, AT THE OUTSIDE OF A TURN
 GZ0783'IN A GRAVEL ROAD, 11 FEET EAST OF THE PROLONGED CENTER LINE OF
 GZ0783'THE NORTH TANGENT OF THE ROAD, 2 FEET NORTH OF THE PROLONGED CENTER
 GZ0783'LINE OF THE WEST TANGENT OF THE ROAD, 2 FEET WEST OF A FENCE
 GZ0783'CORNER, 26 FEET WEST OF THE SECOND POWER POLE WEST OF THE CROSSING
 GZ0783'OF THE RAILWAY AND THE POWER LINE, 2 FEET SOUTHEAST OF A WHITE
 GZ0783'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 GZ0783'OF A CONCRETE POST PROJECTING 5 INCHES.
 GZ0783
 GZ0783                          STATION RECOVERY (1958)
 GZ0783
 GZ0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0783'RECOVERED IN GOOD CONDITION.
 GZ0783
 GZ0783                          STATION RECOVERY (1984)
 GZ0783
 GZ0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ0783'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1950.  NOT LEVELED TO IN
 GZ0783'1984, THE MARK IS INACCESSIBLE TO THE NEW LEVEL LINE AT THIS TIME.
 GZ0783
 GZ0783                          STATION RECOVERY (2005)
 GZ0783
 GZ0783'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0783'MARK IS 4 FEET SOUTH OF A 16 INCH FORKED POPLAR TREE, 1 FOOT SOUTH OF
 GZ0783'A CARSONITE WITNESS POST, UNDER ROCKS ON SOUTH SIDE OF ROCK GARDEN,
 GZ0783'BURIED 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2864 ***********************************************************************
 GY2864  DESIGNATION -  B 157
 GY2864  PID         -  GY2864
 GY2864  STATE/COUNTY-  KY/LEE
 GY2864  USGS QUAD   -  BEATTYVILLE (1983)
 GY2864
 GY2864                         *CURRENT SURVEY CONTROL
 GY2864  ___________________________________________________________________
 GY2864* NAD 83(1986)-  37 35 07.     (N)    083 41 09.     (W)     SCALED    
 GY2864* NAVD 88     -       205.315  (meters)     673.60   (feet)  ADJUSTED  
 GY2864  ___________________________________________________________________
 GY2864  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GY2864  DYNAMIC HT  -         205.159 (meters)     673.09  (feet)  COMP
 GY2864  MODELED GRAV-     979,866.6   (mgal)                       NAVD 88
 GY2864
 GY2864  VERT ORDER  -  FIRST     CLASS II
 GY2864
 GY2864.The horizontal coordinates were scaled from a topographic map and have
 GY2864.an estimated accuracy of +/- 6 seconds.
 GY2864
 GY2864.The orthometric height was determined by differential leveling
 GY2864.and adjusted by the National Geodetic Survey in June 1991..
 GY2864
 GY2864.The geoid height was determined by GEOID03.
 GY2864
 GY2864.The dynamic height is computed by dividing the NAVD 88
 GY2864.geopotential number by the normal gravity value computed on the
 GY2864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2864.degrees latitude (g = 980.6199 gals.).
 GY2864
 GY2864.The modeled gravity was interpolated from observed gravity values.
 GY2864
 GY2864;                    North         East    Units  Estimated Accuracy
 GY2864;SPC KY1Z     - 1,140,960.    1,682,290.      MT  (+/- 180 meters Scaled)
 GY2864
 GY2864                          SUPERSEDED SURVEY CONTROL
 GY2864
 GY2864  NGVD 29 (??/??/92)  205.481  (m)          674.15   (f) ADJ UNCH    1 2
 GY2864
 GY2864.Superseded values are not recommended for survey control.
 GY2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2864.See file dsdata.txt to determine how the superseded data were derived.
 GY2864
 GY2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB628631(NAD 83)
 GY2864_MARKER: DB = BENCH MARK DISK
 GY2864_SETTING: 66 = SET IN ROCK OUTCROP
 GY2864_SP_SET: ROCK CUT
 GY2864_STAMPING: B 157 1950 674.149
 GY2864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2864+STABILITY: POSITION/ELEVATION WELL
 GY2864
 GY2864  HISTORY     - Date     Condition        Report By
 GY2864  HISTORY     - 1950     MONUMENTED       CGS
 GY2864  HISTORY     - 1958     GOOD             NGS
 GY2864
 GY2864                          STATION DESCRIPTION
 GY2864
 GY2864'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2864'1.7 MI E FROM BEATTYVILLE.
 GY2864'ABOUT 1.7 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY2864'FROM THE STATION AT BEATTYVILLE, ABOUT 65 YARDS EAST OF THE WEST
 GY2864'END OF A CUT AND EAST END OF A STONE FILL, ABOUT 11 YARDS WEST
 GY2864'OF THE EAST END OF ROCK CUT, 30 FEET NORTHEAST AND ACROSS THE
 GY2864'TRACK FROM A WHISTLE POST, 52 FEET NORTHEAST AND ACROSS TRACK FROM
 GY2864'TELEPHONE POLE NO. 18 - L21, SET IN THE TOP OF THE CENTER OF
 GY2864'A SMALL SLANTING SHELF IN ROCK CUT, ABOUT 3 FEET ABOVE BOTTOM
 GY2864'OF DITCH AND ABOUT 1 FOOT ABOVE THE TRACK.
 GY2864
 GY2864                          STATION RECOVERY (1958)
 GY2864
 GY2864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2800 ***********************************************************************
 GY2800  DESIGNATION -  B 159
 GY2800  PID         -  GY2800
 GY2800  STATE/COUNTY-  KY/POWELL
 GY2800  USGS QUAD   -  LEVEE (1965)
 GY2800
 GY2800                         *CURRENT SURVEY CONTROL
 GY2800  ___________________________________________________________________
 GY2800* NAD 83(1986)-  37 54 01.     (N)    083 58 01.     (W)     SCALED    
 GY2800* NAVD 88     -       218.983  (meters)     718.45   (feet)  ADJUSTED  
 GY2800  ___________________________________________________________________
 GY2800  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 GY2800  DYNAMIC HT  -         218.822 (meters)     717.92  (feet)  COMP
 GY2800  MODELED GRAV-     979,890.6   (mgal)                       NAVD 88
 GY2800
 GY2800  VERT ORDER  -  FIRST     CLASS II
 GY2800
 GY2800.The horizontal coordinates were scaled from a topographic map and have
 GY2800.an estimated accuracy of +/- 6 seconds.
 GY2800
 GY2800.The orthometric height was determined by differential leveling
 GY2800.and adjusted by the National Geodetic Survey in June 1991..
 GY2800
 GY2800.The geoid height was determined by GEOID03.
 GY2800
 GY2800.The dynamic height is computed by dividing the NAVD 88
 GY2800.geopotential number by the normal gravity value computed on the
 GY2800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2800.degrees latitude (g = 980.6199 gals.).
 GY2800
 GY2800.The modeled gravity was interpolated from observed gravity values.
 GY2800
 GY2800;                    North         East    Units  Estimated Accuracy
 GY2800;SPC KY1Z     - 1,175,400.    1,656,800.      MT  (+/- 180 meters Scaled)
 GY2800
 GY2800                          SUPERSEDED SURVEY CONTROL
 GY2800
 GY2800  NGVD 29 (??/??/92)  219.137  (m)          718.95   (f) ADJ UNCH    1 2
 GY2800
 GY2800.Superseded values are not recommended for survey control.
 GY2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2800.See file dsdata.txt to determine how the superseded data were derived.
 GY2800
 GY2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB391989(NAD 83)
 GY2800_MARKER: DB = BENCH MARK DISK
 GY2800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2800_SP_SET: CULVERT
 GY2800_STAMPING: B 159 1950 718.952
 GY2800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2800
 GY2800  HISTORY     - Date     Condition        Report By
 GY2800  HISTORY     - 1950     MONUMENTED       CGS
 GY2800  HISTORY     - 1958     GOOD             NGS
 GY2800
 GY2800                          STATION DESCRIPTION
 GY2800
 GY2800'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2800'0.4 MI SE FROM WEST BEND.
 GY2800'ABOUT 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE POST
 GY2800'OFFICE AT WEST BEND, ABOUT 75 YARDS SOUTHEAST OF THE SOUTHEAST
 GY2800'END OF A DEEP THRU CUT, SET IN THE TOP OF THE NORTHWEST END OF THE
 GY2800'SOUTHWEST HEAD WALL OF A 4-FOOT CONCRETE CULVERT, 18 FEET SOUTHWEST
 GY2800'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 GY2800'HIGHWAY.
 GY2800
 GY2800                          STATION RECOVERY (1958)
 GY2800
 GY2800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0643 ***********************************************************************
 HZ0643  DESIGNATION -  B 160
 HZ0643  PID         -  HZ0643
 HZ0643  STATE/COUNTY-  KY/BOONE
 HZ0643  USGS QUAD   -  RISING SUN (1994)
 HZ0643
 HZ0643                         *CURRENT SURVEY CONTROL
 HZ0643  ___________________________________________________________________
 HZ0643* NAD 83(1986)-  38 56 32.     (N)    084 50 47.     (W)     SCALED    
 HZ0643* NAVD 88     -       144.116  (meters)     472.82   (feet)  ADJUSTED  
 HZ0643  ___________________________________________________________________
 HZ0643  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 HZ0643  DYNAMIC HT  -         144.025 (meters)     472.52  (feet)  COMP
 HZ0643  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 HZ0643
 HZ0643  VERT ORDER  -  FIRST     CLASS II
 HZ0643
 HZ0643.The horizontal coordinates were scaled from a topographic map and have
 HZ0643.an estimated accuracy of +/- 6 seconds.
 HZ0643
 HZ0643.The orthometric height was determined by differential leveling
 HZ0643.and adjusted by the National Geodetic Survey in June 1991..
 HZ0643
 HZ0643.The geoid height was determined by GEOID03.
 HZ0643
 HZ0643.The dynamic height is computed by dividing the NAVD 88
 HZ0643.geopotential number by the normal gravity value computed on the
 HZ0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0643.degrees latitude (g = 980.6199 gals.).
 HZ0643
 HZ0643.The modeled gravity was interpolated from observed gravity values.
 HZ0643
 HZ0643;                    North         East    Units  Estimated Accuracy
 HZ0643;SPC KY1Z     - 1,289,940.    1,578,350.      MT  (+/- 180 meters Scaled)
 HZ0643
 HZ0643                          SUPERSEDED SURVEY CONTROL
 HZ0643
 HZ0643  NGVD 29 (??/??/92)  144.324  (m)          473.50   (f) ADJ UNCH    1 2
 HZ0643
 HZ0643.Superseded values are not recommended for survey control.
 HZ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0643.See file dsdata.txt to determine how the superseded data were derived.
 HZ0643
 HZ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ866125(NAD 83)
 HZ0643_MARKER: DB = BENCH MARK DISK
 HZ0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0643_STAMPING: B 160 1950
 HZ0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0643+STABILITY: SURFACE MOTION
 HZ0643
 HZ0643  HISTORY     - Date     Condition        Report By
 HZ0643  HISTORY     - 1950     MONUMENTED       CGS
 HZ0643  HISTORY     - 1964     GOOD             NGS
 HZ0643
 HZ0643                          STATION DESCRIPTION
 HZ0643
 HZ0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HZ0643'AT RABBIT HASH.
 HZ0643'AT RABBIT HASH, ON THE EAST BANK OF THE OHIO RIVER AND ACROSS
 HZ0643'THE RIVER FROM THE TOWN OF RISING SUN, INDIANA, 78 FEET NORTHWEST
 HZ0643'OF THE WEST CORNER OF C.W. CRAIG STORE BUILDING, 52 FEET NORTHWEST
 HZ0643'OF THE WEST CORNER OF THE CONCRETE BASE OF GASOLINE PUMPS, 76 FEET
 HZ0643'NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 33 FEET NORTH OF THE
 HZ0643'CENTER LINE OF AN OLD TRAIL LEADING WEST TO ABANDONED FERRY LANDING,
 HZ0643'37 1/2 FEET SOUTH OF A 24-INCH LONE ELM TREE, 24 FEET SOUTH OF
 HZ0643'BM 749 (U.S.E.)(*), 72 1/2 FEET NORTHWEST OF THE CENTER OF A WELL
 HZ0643'AT THE WEST CORNER OF CRAIGS STORE, 2 FEET SOUTHWEST OF A WHITE
 HZ0643'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 HZ0643'TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- PIPE IS LOOSE
 HZ0643'IN GROUND AND OF NO VALUE AS A BENCH MARK.  NOTE-- DELETE DISTANCE
 HZ0643'AND DIRECTION TO WOODEN WITNESS POST, THE MARK IS 8.4 FEET SOUTH OF
 HZ0643'A GUYED TELEPHONE POLE NO. E 21111.
 HZ0643
 HZ0643                          STATION RECOVERY (1964)
 HZ0643
 HZ0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1112 ***********************************************************************
 HZ1112  DESIGNATION -  B 161
 HZ1112  PID         -  HZ1112
 HZ1112  STATE/COUNTY-  KY/HENRY
 HZ1112  USGS QUAD   -  SMITHFIELD (1993)
 HZ1112
 HZ1112                         *CURRENT SURVEY CONTROL
 HZ1112  ___________________________________________________________________
 HZ1112* NAD 83(1986)-  38 29 01.     (N)    085 17 45.     (W)     SCALED    
 HZ1112* NAVD 88     -       224.091  (meters)     735.21   (feet)  ADJUSTED  
 HZ1112  ___________________________________________________________________
 HZ1112  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ1112  DYNAMIC HT  -         223.939 (meters)     734.71  (feet)  COMP
 HZ1112  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 HZ1112
 HZ1112  VERT ORDER  -  SECOND    CLASS 0
 HZ1112
 HZ1112.The horizontal coordinates were scaled from a topographic map and have
 HZ1112.an estimated accuracy of +/- 6 seconds.
 HZ1112
 HZ1112.The orthometric height was determined by differential leveling
 HZ1112.and adjusted by the National Geodetic Survey in June 1991..
 HZ1112
 HZ1112.The geoid height was determined by GEOID03.
 HZ1112
 HZ1112.The dynamic height is computed by dividing the NAVD 88
 HZ1112.geopotential number by the normal gravity value computed on the
 HZ1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1112.degrees latitude (g = 980.6199 gals.).
 HZ1112
 HZ1112.The modeled gravity was interpolated from observed gravity values.
 HZ1112
 HZ1112;                    North         East    Units  Estimated Accuracy
 HZ1112;SPC KY1Z     - 1,238,750.    1,539,630.      MT  (+/- 180 meters Scaled)
 HZ1112
 HZ1112                          SUPERSEDED SURVEY CONTROL
 HZ1112
 HZ1112  NGVD 29 (??/??/92)  224.257  (m)          735.75   (f) ADJ UNCH    2 0
 HZ1112
 HZ1112.Superseded values are not recommended for survey control.
 HZ1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1112.See file dsdata.txt to determine how the superseded data were derived.
 HZ1112
 HZ1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH486608(NAD 83)
 HZ1112_MARKER: DB = BENCH MARK DISK
 HZ1112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1112_SP_SET: ABUTMENT
 HZ1112_STAMPING: B 161 1950
 HZ1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1112
 HZ1112  HISTORY     - Date     Condition        Report By
 HZ1112  HISTORY     - 1950     MONUMENTED       CGS
 HZ1112
 HZ1112                          STATION DESCRIPTION
 HZ1112
 HZ1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HZ1112'1.6 MI SW FROM SULPHUR.
 HZ1112'ABOUT 1.65 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1112'RAILROAD FROM THE STATION AT SULPHUR, ABOUT 1.7 MILES NORTHEAST
 HZ1112'OF THE STATION AT PENDLETON, ABOUT 0.25 MILE SOUTHWEST OF THE
 HZ1112'SOUTHWEST END OF BRIDGE NO. 5 OVER LITTLE KENTUCKY RIVER, SET
 HZ1112'IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF A 12-FOOT
 HZ1112'CONCRETE OVERPASS OVER A TRAIL AND CREEK BED, 8 FEET WEST OF THE
 HZ1112'WEST RAIL, 1/2 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF THE
 HZ1112'TOP PORTION OF ABUTMENT AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0104 ***********************************************************************
 GZ0104  DESIGNATION -  B 162
 GZ0104  PID         -  GZ0104
 GZ0104  STATE/COUNTY-  KY/MADISON
 GZ0104  USGS QUAD   -  BEREA (1993)
 GZ0104
 GZ0104                         *CURRENT SURVEY CONTROL
 GZ0104  ___________________________________________________________________
 GZ0104* NAD 83(1986)-  37 32 59.     (N)    084 16 23.     (W)     SCALED    
 GZ0104* NAVD 88     -       296.072  (meters)     971.36   (feet)  ADJUSTED  
 GZ0104  ___________________________________________________________________
 GZ0104  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GZ0104  DYNAMIC HT  -         295.848 (meters)     970.63  (feet)  COMP
 GZ0104  MODELED GRAV-     979,865.2   (mgal)                       NAVD 88
 GZ0104
 GZ0104  VERT ORDER  -  SECOND    CLASS 0
 GZ0104
 GZ0104.The horizontal coordinates were scaled from a topographic map and have
 GZ0104.an estimated accuracy of +/- 6 seconds.
 GZ0104
 GZ0104.The orthometric height was determined by differential leveling
 GZ0104.and adjusted by the National Geodetic Survey in June 1991..
 GZ0104
 GZ0104.The geoid height was determined by GEOID03.
 GZ0104
 GZ0104.The dynamic height is computed by dividing the NAVD 88
 GZ0104.geopotential number by the normal gravity value computed on the
 GZ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0104.degrees latitude (g = 980.6199 gals.).
 GZ0104
 GZ0104.The modeled gravity was interpolated from observed gravity values.
 GZ0104
 GZ0104;                    North         East    Units  Estimated Accuracy
 GZ0104;SPC KY1Z     - 1,136,030.    1,630,500.      MT  (+/- 180 meters Scaled)
 GZ0104
 GZ0104                          SUPERSEDED SURVEY CONTROL
 GZ0104
 GZ0104  NGVD 29 (??/??/92)  296.223  (m)          971.86   (f) ADJ UNCH    2 0
 GZ0104
 GZ0104.Superseded values are not recommended for survey control.
 GZ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0104.See file dsdata.txt to determine how the superseded data were derived.
 GZ0104
 GZ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG408593(NAD 83)
 GZ0104_MARKER: DB = BENCH MARK DISK
 GZ0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0104_SP_SET: BRIDGE
 GZ0104_STAMPING: B 162 1950 971.858
 GZ0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0104
 GZ0104  HISTORY     - Date     Condition        Report By
 GZ0104  HISTORY     - 1950     MONUMENTED       CGS
 GZ0104  HISTORY     - 1957     GOOD             NGS
 GZ0104
 GZ0104                          STATION DESCRIPTION
 GZ0104
 GZ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0104'1.8 MI SE FROM BEREA.
 GZ0104'ABOUT 1.8 MILES SOUTHEAST ALONG SCAFFOLD CANE PIKE FROM ITS
 GZ0104'JUNCTION WITH U.S. HIGHWAY 25 AND BOONE TAVERN AT BEREA, SET IN
 GZ0104'THE TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF A
 GZ0104'45-FOOT CONCRETE BRIDGE OVER SILVER CREEK, 9 1/2 FEET NORTHEAST
 GZ0104'OF THE CENTER LINE OF THE BLACK TOP ROAD, 0.6 FOOT NORTHEAST OF
 GZ0104'THE NORTHEAST RAIL FOOTING AND ABOUT LEVEL WITH ROAD.
 GZ0104
 GZ0104                          STATION RECOVERY (1957)
 GZ0104
 GZ0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0192 ***********************************************************************
 GZ0192  DESIGNATION -  B 163
 GZ0192  PID         -  GZ0192
 GZ0192  STATE/COUNTY-  KY/JACKSON
 GZ0192  USGS QUAD   -  JOHNETTA (1987)
 GZ0192
 GZ0192                         *CURRENT SURVEY CONTROL
 GZ0192  ___________________________________________________________________
 GZ0192* NAD 83(1986)-  37 27 57.     (N)    084 10 56.     (W)     SCALED    
 GZ0192* NAVD 88     -       404.097  (meters)    1325.77   (feet)  ADJUSTED  
 GZ0192  ___________________________________________________________________
 GZ0192  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GZ0192  DYNAMIC HT  -         403.781 (meters)    1324.74  (feet)  COMP
 GZ0192  MODELED GRAV-     979,835.3   (mgal)                       NAVD 88
 GZ0192
 GZ0192  VERT ORDER  -  SECOND    CLASS 0
 GZ0192
 GZ0192.The horizontal coordinates were scaled from a topographic map and have
 GZ0192.an estimated accuracy of +/- 6 seconds.
 GZ0192
 GZ0192.The orthometric height was determined by differential leveling
 GZ0192.and adjusted by the National Geodetic Survey in June 1991..
 GZ0192
 GZ0192.The geoid height was determined by GEOID03.
 GZ0192
 GZ0192.The dynamic height is computed by dividing the NAVD 88
 GZ0192.geopotential number by the normal gravity value computed on the
 GZ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0192.degrees latitude (g = 980.6199 gals.).
 GZ0192
 GZ0192.The modeled gravity was interpolated from observed gravity values.
 GZ0192
 GZ0192;                    North         East    Units  Estimated Accuracy
 GZ0192;SPC KY1Z     - 1,126,850.    1,638,680.      MT  (+/- 180 meters Scaled)
 GZ0192
 GZ0192                          SUPERSEDED SURVEY CONTROL
 GZ0192
 GZ0192  NGVD 29 (??/??/92)  404.242  (m)         1326.25   (f) ADJ UNCH    2 0
 GZ0192
 GZ0192.Superseded values are not recommended for survey control.
 GZ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0192.See file dsdata.txt to determine how the superseded data were derived.
 GZ0192
 GZ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG492502(NAD 83)
 GZ0192_MARKER: DB = BENCH MARK DISK
 GZ0192_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0192_SP_SET: ROCK OUTCROP
 GZ0192_STAMPING: B 163 1950 1326.251
 GZ0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0192+STABILITY: POSITION/ELEVATION WELL
 GZ0192
 GZ0192  HISTORY     - Date     Condition        Report By
 GZ0192  HISTORY     - 1950     MONUMENTED       CGS
 GZ0192  HISTORY     - 1957     GOOD             NGS
 GZ0192
 GZ0192                          STATION DESCRIPTION
 GZ0192
 GZ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0192'0.6 MI E FROM THREE LINKS.
 GZ0192'ABOUT 0.1 MILE EAST ALONG A ROAD FROM THE POST OFFICE AT THREE
 GZ0192'LINKS, THENCE ABOUT 0.5 MILE EAST ALONG AN OLD ROUGH WAGON ROAD,
 GZ0192'ABOUT 57 YARDS EAST OF AN OLD STORE BUILDING, ABOUT 215 YARDS
 GZ0192'EAST ALONG OLD WAGON ROAD FROM JOHNSON SCHOOL HOUSE, ABOUT 20
 GZ0192'YARDS WEST OF AN OLD STONE CULVERT UNDER WAGON ROAD, 26 FEET
 GZ0192'NORTH OF THE CENTER LINE OF THE ROAD, 36 FEET NORTHWEST OF THE
 GZ0192'CENTER OF THE JUNCTION OF NEWER WAGON ROAD, 9 FEET NORTH OF A LOW
 GZ0192'FORKED 28-INCH OAK TREE, SET IN THE TOP OF SLANTING OUTCROP OF
 GZ0192'ROCK ABOUT 6 FEET LONG NORTH AND SOUTH, ABOUT 2 1/2 FEET WIDE EAST
 GZ0192'AND WEST, AND BEING EXPOSED FROM 1 TO 4 FEET ABOVE GROUND.
 GZ0192
 GZ0192                          STATION RECOVERY (1957)
 GZ0192
 GZ0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0359 ***********************************************************************
 GZ0359  DESIGNATION -  B 164
 GZ0359  PID         -  GZ0359
 GZ0359  STATE/COUNTY-  KY/JACKSON
 GZ0359  USGS QUAD   -  PARROT (1976)
 GZ0359
 GZ0359                         *CURRENT SURVEY CONTROL
 GZ0359  ___________________________________________________________________
 GZ0359* NAD 83(1986)-  37 21 03.     (N)    084 03 51.     (W)     SCALED    
 GZ0359* NAVD 88     -       283.772  (meters)     931.01   (feet)  ADJUSTED  
 GZ0359  ___________________________________________________________________
 GZ0359  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GZ0359  DYNAMIC HT  -         283.550 (meters)     930.28  (feet)  COMP
 GZ0359  MODELED GRAV-     979,839.4   (mgal)                       NAVD 88
 GZ0359
 GZ0359  VERT ORDER  -  SECOND    CLASS 0
 GZ0359
 GZ0359.The horizontal coordinates were scaled from a topographic map and have
 GZ0359.an estimated accuracy of +/- 6 seconds.
 GZ0359
 GZ0359.The orthometric height was determined by differential leveling
 GZ0359.and adjusted by the National Geodetic Survey in June 1991..
 GZ0359
 GZ0359.The geoid height was determined by GEOID03.
 GZ0359
 GZ0359.The dynamic height is computed by dividing the NAVD 88
 GZ0359.geopotential number by the normal gravity value computed on the
 GZ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0359.degrees latitude (g = 980.6199 gals.).
 GZ0359
 GZ0359.The modeled gravity was interpolated from observed gravity values.
 GZ0359
 GZ0359;                    North         East    Units  Estimated Accuracy
 GZ0359;SPC KY1Z     - 1,114,280.    1,649,350.      MT  (+/- 180 meters Scaled)
 GZ0359
 GZ0359                          SUPERSEDED SURVEY CONTROL
 GZ0359
 GZ0359  NGVD 29 (??/??/92)  283.926  (m)          931.51   (f) ADJ UNCH    2 0
 GZ0359
 GZ0359.Superseded values are not recommended for survey control.
 GZ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0359.See file dsdata.txt to determine how the superseded data were derived.
 GZ0359
 GZ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG600378(NAD 83)
 GZ0359_MARKER: DB = BENCH MARK DISK
 GZ0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0359_SP_SET: BRIDGE
 GZ0359_STAMPING: B 164 1950 931.514
 GZ0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0359+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 GZ0359
 GZ0359  HISTORY     - Date     Condition        Report By
 GZ0359  HISTORY     - 1950     MONUMENTED       CGS
 GZ0359  HISTORY     - 1957     GOOD             NGS
 GZ0359  HISTORY     - 20050426 GOOD             KYTC
 GZ0359
 GZ0359                          STATION DESCRIPTION
 GZ0359
 GZ0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0359'9.2 MI SW FROM MC KEE.
 GZ0359'ABOUT 0.55 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE
 GZ0359'COURT HOUSE AT MC KEE, THENCE ABOUT 8.6 MILES SOUTHWEST ALONG
 GZ0359'A GRAVEL ROAD LEADING TO LIVINGSTON, ABOUT 0.85 MILE NORTHEAST
 GZ0359'ALONG GRAVEL ROAD FROM FLAT TOP CHURCH OF CHRIST AND CEMETERY,
 GZ0359'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 GZ0359'HEAD WALL OF A 12-FOOT CONCRETE AND STONE BRIDGE OVER PANTHER
 GZ0359'BRANCH, 9 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD
 GZ0359'AND ABOUT 1 FOOT ABOVE THE ROAD.
 GZ0359
 GZ0359                          STATION RECOVERY (1957)
 GZ0359
 GZ0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0359'RECOVERED IN GOOD CONDITION.
 GZ0359
 GZ0359                          STATION RECOVERY (2005)
 GZ0359
 GZ0359'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2605 ***********************************************************************
 GY2605  DESIGNATION -  B 166
 GY2605  PID         -  GY2605
 GY2605  STATE/COUNTY-  KY/JACKSON
 GY2605  USGS QUAD   -  MC KEE (1976)
 GY2605
 GY2605                         *CURRENT SURVEY CONTROL
 GY2605  ___________________________________________________________________
 GY2605* NAD 83(1986)-  37 23 31.     (N)    083 54 35.     (W)     SCALED    
 GY2605* NAVD 88     -       414.159  (meters)    1358.79   (feet)  ADJUSTED  
 GY2605  ___________________________________________________________________
 GY2605  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GY2605  DYNAMIC HT  -         413.831 (meters)    1357.71  (feet)  COMP
 GY2605  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 GY2605
 GY2605  VERT ORDER  -  SECOND    CLASS 0
 GY2605
 GY2605.The horizontal coordinates were scaled from a topographic map and have
 GY2605.an estimated accuracy of +/- 6 seconds.
 GY2605
 GY2605.The orthometric height was determined by differential leveling
 GY2605.and adjusted by the National Geodetic Survey in June 1991..
 GY2605
 GY2605.The geoid height was determined by GEOID03.
 GY2605
 GY2605.The dynamic height is computed by dividing the NAVD 88
 GY2605.geopotential number by the normal gravity value computed on the
 GY2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2605.degrees latitude (g = 980.6199 gals.).
 GY2605
 GY2605.The modeled gravity was interpolated from observed gravity values.
 GY2605
 GY2605;                    North         East    Units  Estimated Accuracy
 GY2605;SPC KY1Z     - 1,119,100.    1,662,940.      MT  (+/- 180 meters Scaled)
 GY2605
 GY2605                          SUPERSEDED SURVEY CONTROL
 GY2605
 GY2605  NGVD 29 (??/??/92)  414.311  (m)         1359.29   (f) ADJ UNCH    2 0
 GY2605
 GY2605.Superseded values are not recommended for survey control.
 GY2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2605.See file dsdata.txt to determine how the superseded data were derived.
 GY2605
 GY2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB424423(NAD 83)
 GY2605_MARKER: DB = BENCH MARK DISK
 GY2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2605_STAMPING: B 166 1950 1359.285
 GY2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2605+STABILITY: SURFACE MOTION
 GY2605
 GY2605  HISTORY     - Date     Condition        Report By
 GY2605  HISTORY     - 1950     MONUMENTED       CGS
 GY2605  HISTORY     - 1957     GOOD             NGS
 GY2605
 GY2605                          STATION DESCRIPTION
 GY2605
 GY2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2605'2 MI E FROM GRAY HAWK.
 GY2605'ABOUT 0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE SCHOOL
 GY2605'AT GRAY HAWK, THENCE ABOUT 1.4 MILES NORTHEAST ALONG A GRAVEL
 GY2605'ROAD, ABOUT 140 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION
 GY2605'OF A ROAD SOUTH, 23 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GY2605'ROAD ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTHWEST
 GY2605'AND NORTH, 48 FEET SOUTHWEST OF A 36-INCH OAK TREE, 16 FEET
 GY2605'WEST OF A 20-INCH OAK TREE, 8 1/2 FEET NORTH OF A 16-INCH
 GY2605'POPLAR TREE, 12 FEET SOUTH OF THE CENTER LINE OF A DIM TRAIL
 GY2605'EAST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 GY2605'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2605'3 INCHES.
 GY2605
 GY2605                          STATION RECOVERY (1957)
 GY2605
 GY2605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2586 ***********************************************************************
 GY2586  DESIGNATION -  B 167
 GY2586  PID         -  GY2586
 GY2586  STATE/COUNTY-  KY/OWSLEY
 GY2586  USGS QUAD   -  STURGEON (1976)
 GY2586
 GY2586                         *CURRENT SURVEY CONTROL
 GY2586  ___________________________________________________________________
 GY2586* NAD 83(1986)-  37 24 54.     (N)    083 47 02.     (W)     SCALED    
 GY2586* NAVD 88     -       279.242  (meters)     916.15   (feet)  ADJUSTED  
 GY2586  ___________________________________________________________________
 GY2586  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY2586  DYNAMIC HT  -         279.025 (meters)     915.43  (feet)  COMP
 GY2586  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 GY2586
 GY2586  VERT ORDER  -  SECOND    CLASS 0
 GY2586
 GY2586.The horizontal coordinates were scaled from a topographic map and have
 GY2586.an estimated accuracy of +/- 6 seconds.
 GY2586
 GY2586.The orthometric height was determined by differential leveling
 GY2586.and adjusted by the National Geodetic Survey in June 1991..
 GY2586
 GY2586.The geoid height was determined by GEOID03.
 GY2586
 GY2586.The dynamic height is computed by dividing the NAVD 88
 GY2586.geopotential number by the normal gravity value computed on the
 GY2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2586.degrees latitude (g = 980.6199 gals.).
 GY2586
 GY2586.The modeled gravity was interpolated from observed gravity values.
 GY2586
 GY2586;                    North         East    Units  Estimated Accuracy
 GY2586;SPC KY1Z     - 1,121,880.    1,674,030.      MT  (+/- 180 meters Scaled)
 GY2586
 GY2586                          SUPERSEDED SURVEY CONTROL
 GY2586
 GY2586  NGVD 29 (??/??/92)  279.403  (m)          916.67   (f) ADJ UNCH    2 0
 GY2586
 GY2586.Superseded values are not recommended for survey control.
 GY2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2586.See file dsdata.txt to determine how the superseded data were derived.
 GY2586
 GY2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB536445(NAD 83)
 GY2586_MARKER: DB = BENCH MARK DISK
 GY2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2586_STAMPING: R 167 1950 916.675
 GY2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2586+STABILITY: SURFACE MOTION
 GY2586
 GY2586  HISTORY     - Date     Condition        Report By
 GY2586  HISTORY     - 1950     MONUMENTED       CGS
 GY2586  HISTORY     - 1957     GOOD             NGS
 GY2586
 GY2586                          STATION DESCRIPTION
 GY2586
 GY2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2586'AT STURGEON.
 GY2586'AT STURGEON, ABOUT 0.15 MILE SOUTH ALONG A GRAVEL ROAD FROM THE
 GY2586'POST OFFICE, AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTHEAST
 GY2586'TO CONKLING, 154 FEET NORTH OF THE CENTER OF THE JUNCTION, 111
 GY2586'FEET NORTHWEST AND ACROSS ROAD FROM THE NORTHWEST CORNER OF A
 GY2586'CONCRETE BLOCK BUILDING (NOW UNDER CONSTRUCTION) WHICH WILL BE
 GY2586'ROYAL OAK BAPTIST CHURCH, 20 FEET WEST OF THE CENTER LINE OF THE
 GY2586'GRAVEL ROAD, 1 FOOT EAST OF A FENCE LINE, 2 FEET SOUTH OF A
 GY2586'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 GY2586'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- THE
 GY2586'JUNCTION OF ROADS IS THE JUNCTION OF STATE HIGHWAYS 1503 AND 846.
 GY2586
 GY2586                          STATION RECOVERY (1957)
 GY2586
 GY2586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2519 ***********************************************************************
 GY2519  DESIGNATION -  B 168
 GY2519  PID         -  GY2519
 GY2519  STATE/COUNTY-  KY/OWSLEY
 GY2519  USGS QUAD   -  COWCREEK (1961)
 GY2519
 GY2519                         *CURRENT SURVEY CONTROL
 GY2519  ___________________________________________________________________
 GY2519* NAD 83(1986)-  37 22 42.     (N)    083 33 20.     (W)     SCALED    
 GY2519* NAVD 88     -       312.159  (meters)    1024.14   (feet)  ADJUSTED  
 GY2519  ___________________________________________________________________
 GY2519  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GY2519  DYNAMIC HT  -         311.910 (meters)    1023.32  (feet)  COMP
 GY2519  MODELED GRAV-     979,826.0   (mgal)                       NAVD 88
 GY2519
 GY2519  VERT ORDER  -  SECOND    CLASS 0
 GY2519
 GY2519.The horizontal coordinates were scaled from a topographic map and have
 GY2519.an estimated accuracy of +/- 6 seconds.
 GY2519
 GY2519.The orthometric height was determined by differential leveling
 GY2519.and adjusted by the National Geodetic Survey in June 1991..
 GY2519
 GY2519.The geoid height was determined by GEOID03.
 GY2519
 GY2519.The dynamic height is computed by dividing the NAVD 88
 GY2519.geopotential number by the normal gravity value computed on the
 GY2519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2519.degrees latitude (g = 980.6199 gals.).
 GY2519
 GY2519.The modeled gravity was interpolated from observed gravity values.
 GY2519
 GY2519;                    North         East    Units  Estimated Accuracy
 GY2519;SPC KY1Z     - 1,118,260.    1,694,330.      MT  (+/- 180 meters Scaled)
 GY2519
 GY2519                          SUPERSEDED SURVEY CONTROL
 GY2519
 GY2519  NGVD 29 (??/??/92)  312.318  (m)         1024.66   (f) ADJ UNCH    2 0
 GY2519
 GY2519.Superseded values are not recommended for survey control.
 GY2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2519.See file dsdata.txt to determine how the superseded data were derived.
 GY2519
 GY2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB737399(NAD 83)
 GY2519_MARKER: DB = BENCH MARK DISK
 GY2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2519_STAMPING: B 168 1950 1024.663
 GY2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2519+STABILITY: SURFACE MOTION
 GY2519
 GY2519  HISTORY     - Date     Condition        Report By
 GY2519  HISTORY     - 1950     MONUMENTED       CGS
 GY2519  HISTORY     - 1957     GOOD             NGS
 GY2519
 GY2519                          STATION DESCRIPTION
 GY2519
 GY2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2519'1 MI NE FROM LUCKY FORK.
 GY2519'ABOUT 1.05 MILES EAST AND NORTHEAST ALONG CREEK BED ROAD FROM
 GY2519'THE SCHOOL AT LUCKY FORK, AT THE MOUTH OF A CREEK COMING DOWN FROM
 GY2519'THE EAST, ABOUT 50 YARDS NORTHEAST OF THE CROSSING OF A CREEK,
 GY2519'ABOUT 60 YARDS NORTH OF A FARM HOUSE, 14 FEET SOUTHEAST OF THE
 GY2519'CENTER LINE OF THE ROAD, 9 FEET NORTHWEST OF AN 8-INCH TULIP TREE,
 GY2519'ABOUT 9 YARDS NORTHWEST OF CREEK BED, ABOUT 13 YARDS WEST OF
 GY2519'MOUTH OF CREEK BRANCH, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN
 GY2519'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GY2519
 GY2519                          STATION RECOVERY (1957)
 GY2519
 GY2519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2920 ***********************************************************************
 GY2920  DESIGNATION -  B 169
 GY2920  PID         -  GY2920
 GY2920  STATE/COUNTY-  KY/BREATHITT
 GY2920  USGS QUAD   -  TALLEGA (1976)
 GY2920
 GY2920                         *CURRENT SURVEY CONTROL
 GY2920  ___________________________________________________________________
 GY2920* NAD 83(1986)-  37 32 01.     (N)    083 30 47.     (W)     SCALED    
 GY2920* NAVD 88     -       292.339  (meters)     959.12   (feet)  ADJUSTED  
 GY2920  ___________________________________________________________________
 GY2920  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GY2920  DYNAMIC HT  -         292.113 (meters)     958.37  (feet)  COMP
 GY2920  MODELED GRAV-     979,850.4   (mgal)                       NAVD 88
 GY2920
 GY2920  VERT ORDER  -  SECOND    CLASS 0
 GY2920
 GY2920.The horizontal coordinates were scaled from a topographic map and have
 GY2920.an estimated accuracy of +/- 6 seconds.
 GY2920
 GY2920.The orthometric height was determined by differential leveling
 GY2920.and adjusted by the National Geodetic Survey in June 1991..
 GY2920
 GY2920.The geoid height was determined by GEOID03.
 GY2920
 GY2920.The dynamic height is computed by dividing the NAVD 88
 GY2920.geopotential number by the normal gravity value computed on the
 GY2920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2920.degrees latitude (g = 980.6199 gals.).
 GY2920
 GY2920.The modeled gravity was interpolated from observed gravity values.
 GY2920
 GY2920;                    North         East    Units  Estimated Accuracy
 GY2920;SPC KY1Z     - 1,135,580.    1,697,680.      MT  (+/- 180 meters Scaled)
 GY2920
 GY2920                          SUPERSEDED SURVEY CONTROL
 GY2920
 GY2920  NGVD 29 (??/??/92)  292.499  (m)          959.64   (f) ADJ UNCH    2 0
 GY2920
 GY2920.Superseded values are not recommended for survey control.
 GY2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2920.See file dsdata.txt to determine how the superseded data were derived.
 GY2920
 GY2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB779570(NAD 83)
 GY2920_MARKER: DB = BENCH MARK DISK
 GY2920_SETTING: 66 = SET IN ROCK OUTCROP
 GY2920_SP_SET: ROCK BANK
 GY2920_STAMPING: B 169 1950 959.640
 GY2920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2920+STABILITY: POSITION/ELEVATION WELL
 GY2920
 GY2920  HISTORY     - Date     Condition        Report By
 GY2920  HISTORY     - 1950     MONUMENTED       CGS
 GY2920  HISTORY     - 1957     GOOD             NGS
 GY2920
 GY2920                          STATION DESCRIPTION
 GY2920
 GY2920'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2920'1.6 MI NE FROM COPEBRANCH.
 GY2920'ABOUT 0.55 MILE NORTHEAST ALONG A ROUGH ROAD FOLLOWING COPE BRANCH
 GY2920'FROM THE POST OFFICE AND ROAD JUNCTION AT COPEBRANCH, THENCE
 GY2920'ABOUT 1.0 MILE NORTH ALONG A ROUGH TRAIL FOLLOWING COPE BRANCH,
 GY2920'ABOUT 165 YARDS SOUTH OF THE TOP OF A GRADE AND DIVIDE OF
 GY2920'WATERSHEDS, 7 1/2 FEET WEST OF THE CENTER OF THE TRAIL, SET
 GY2920'VERTICALLY IN THE SMOOTH VERTICAL SOUTHEAST FACE OF A ROCK IN
 GY2920'ROCKY BANK (ROCK IS ASKEW OF TRAIL AND ONLY THE TOP FOOT OF IT
 GY2920'IS EXPOSED), 6 INCHES BELOW THE TOP OF ROCK AND ABOUT 5 FEET
 GY2920'ABOVE THE TRAIL.
 GY2920
 GY2920                          STATION RECOVERY (1957)
 GY2920
 GY2920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0624 ***********************************************************************
 GD0624  DESIGNATION -  B 17
 GD0624  PID         -  GD0624
 GD0624  STATE/COUNTY-  KY/HICKMAN
 GD0624  USGS QUAD   -  ARLINGTON (1982)
 GD0624
 GD0624                         *CURRENT SURVEY CONTROL
 GD0624  ___________________________________________________________________
 GD0624* NAD 83(1986)-  36 45 40.     (N)    089 06 45.     (W)     SCALED    
 GD0624* NAVD 88     -        95.490  (meters)     313.29   (feet)  ADJUSTED  
 GD0624  ___________________________________________________________________
 GD0624  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0624  DYNAMIC HT  -          95.417 (meters)     313.05  (feet)  COMP
 GD0624  MODELED GRAV-     979,863.1   (mgal)                       NAVD 88
 GD0624
 GD0624  VERT ORDER  -  SECOND    CLASS 0
 GD0624
 GD0624.The horizontal coordinates were scaled from a topographic map and have
 GD0624.an estimated accuracy of +/- 6 seconds.
 GD0624
 GD0624.The orthometric height was determined by differential leveling
 GD0624.and adjusted by the National Geodetic Survey in June 1991..
 GD0624.WARNING-Repeat measurements at this control monument indicate possible
 GD0624.vertical movement.
 GD0624
 GD0624.The geoid height was determined by GEOID03.
 GD0624
 GD0624.The dynamic height is computed by dividing the NAVD 88
 GD0624.geopotential number by the normal gravity value computed on the
 GD0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0624.degrees latitude (g = 980.6199 gals.).
 GD0624
 GD0624.The modeled gravity was interpolated from observed gravity values.
 GD0624
 GD0624;                    North         East    Units  Estimated Accuracy
 GD0624;SPC KY1Z     - 1,052,890.    1,199,800.      MT  (+/- 180 meters Scaled)
 GD0624
 GD0624                          SUPERSEDED SURVEY CONTROL
 GD0624
 GD0624  NGVD 29 (??/??/??)   95.399  (m)          312.99   (f) ADJUSTED    2 0
 GD0624
 GD0624.Superseded values are not recommended for survey control.
 GD0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0624.See file dsdata.txt to determine how the superseded data were derived.
 GD0624
 GD0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF114704(NAD 83)
 GD0624_MARKER: DB = BENCH MARK DISK
 GD0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0624_STAMPING: B 17 1933
 GD0624_MARK LOGO: CGS   
 GD0624_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0624+STABILITY: SURFACE MOTION
 GD0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0624+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 GD0624
 GD0624  HISTORY     - Date     Condition        Report By
 GD0624  HISTORY     - 1933     MONUMENTED       CGS
 GD0624  HISTORY     - 1952     GOOD             CGS
 GD0624  HISTORY     - 1968     SEE DESCRIPTION  USGS
 GD0624  HISTORY     - 20001120 GOOD             CGS
 GD0624  HISTORY     - 20001120 GOOD             USACE
 GD0624  HISTORY     - 20020813 GOOD             USACE
 GD0624
 GD0624                          STATION DESCRIPTION
 GD0624
 GD0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0624'0.6 MI W FROM COLUMBUS.
 GD0624'0.6 MILE WEST ALONG STATE HIGHWAY 58 FROM THE SCHOOL BUILDING
 GD0624'AT COLUMBUS, HICKMAN COUNTY, 34 FEET WEST OF THE CENTERLINE OF A DIRT
 GD0624'ROAD LEADING SOUTH, 48 FEET SOUTH OF THE CENTERLINE OF THE
 GD0624'HIGHWAY, 38.5 FEET NORTHEAST OF A BLAZED 42-INCH COTTONWOOD TREE,
 GD0624'2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH
 GD0624'THE HIGHWAY.  A STANDARD DISK, STAMPED B 17 1933 AND SET IN THE TOP
 GD0624'OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 GD0624'NOTE-- HIGH WATER HAS WASHED THE EARTH FROM AROUND THE MARK AND
 GD0624'THE MARK NOW PROJECTING 1.0 FOOT ABOVE GROUND.
 GD0624
 GD0624                          STATION RECOVERY (1968)
 GD0624
 GD0624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GD0624'RECOVERED AS DESCRIBED.
 GD0624
 GD0624                          STATION RECOVERY (2000)
 GD0624
 GD0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (JMH)
 GD0624'RECOVERED IN GOOD CONDITION.
 GD0624
 GD0624                          STATION RECOVERY (2000)
 GD0624
 GD0624'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 GD0624'MARK RECOVERED IN GOOD CONDITION.
 GD0624
 GD0624                          STATION RECOVERY (2002)
 GD0624
 GD0624'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2532 ***********************************************************************
 GY2532  DESIGNATION -  B 170
 GY2532  PID         -  GY2532
 GY2532  STATE/COUNTY-  KY/OWSLEY
 GY2532  USGS QUAD   -  COWCREEK (1961)
 GY2532
 GY2532                         *CURRENT SURVEY CONTROL
 GY2532  ___________________________________________________________________
 GY2532* NAD 83(1986)-  37 27 42.     (N)    083 34 27.     (W)     SCALED    
 GY2532* NAVD 88     -       270.275  (meters)     886.73   (feet)  ADJUSTED  
 GY2532  ___________________________________________________________________
 GY2532  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GY2532  DYNAMIC HT  -         270.066 (meters)     886.04  (feet)  COMP
 GY2532  MODELED GRAV-     979,848.6   (mgal)                       NAVD 88
 GY2532
 GY2532  VERT ORDER  -  SECOND    CLASS 0
 GY2532
 GY2532.The horizontal coordinates were scaled from a topographic map and have
 GY2532.an estimated accuracy of +/- 6 seconds.
 GY2532
 GY2532.The orthometric height was determined by differential leveling
 GY2532.and adjusted by the National Geodetic Survey in June 1991..
 GY2532
 GY2532.The geoid height was determined by GEOID03.
 GY2532
 GY2532.The dynamic height is computed by dividing the NAVD 88
 GY2532.geopotential number by the normal gravity value computed on the
 GY2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2532.degrees latitude (g = 980.6199 gals.).
 GY2532
 GY2532.The modeled gravity was interpolated from observed gravity values.
 GY2532
 GY2532;                    North         East    Units  Estimated Accuracy
 GY2532;SPC KY1Z     - 1,127,470.    1,692,470.      MT  (+/- 180 meters Scaled)
 GY2532
 GY2532                          SUPERSEDED SURVEY CONTROL
 GY2532
 GY2532  NGVD 29 (??/??/92)  270.436  (m)          887.26   (f) ADJ UNCH    2 0
 GY2532
 GY2532.Superseded values are not recommended for survey control.
 GY2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2532.See file dsdata.txt to determine how the superseded data were derived.
 GY2532
 GY2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB723492(NAD 83)
 GY2532_MARKER: DB = BENCH MARK DISK
 GY2532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2532_SP_SET: CULVERT
 GY2532_STAMPING: B 170 1950 887.255
 GY2532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2532+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GY2532
 GY2532  HISTORY     - Date     Condition        Report By
 GY2532  HISTORY     - 1950     MONUMENTED       CGS
 GY2532  HISTORY     - 1957     GOOD             NGS
 GY2532  HISTORY     - 20020730 GOOD             KYDT
 GY2532
 GY2532                          STATION DESCRIPTION
 GY2532
 GY2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2532'3.2 MI E FROM LE ROSE.
 GY2532'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 GY2532'AND ROAD JUNCTION AT LE ROSE, ABOUT 100 YARDS WEST OF THE
 GY2532'JUNCTION OF A DRIVE NORTH TO FARM, SET IN THE TOP OF THE WEST END
 GY2532'OF THE NORTH HEAD WALL OF AN 8-FOOT SKEW CONCRETE CULVERT, 12 1/2
 GY2532'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 GY2532'WITH THE HIGHWAY.
 GY2532
 GY2532                          STATION RECOVERY (1957)
 GY2532
 GY2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2532'RECOVERED IN GOOD CONDITION.
 GY2532
 GY2532                          STATION RECOVERY (2002)
 GY2532
 GY2532'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2532'MARK IS ABOUT 0.5 FEET BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1908 ***********************************************************************
 GY1908  DESIGNATION -  B 171
 GY1908  PID         -  GY1908
 GY1908  STATE/COUNTY-  KY/BREATHITT
 GY1908  USGS QUAD   -  HADDIX (1972)
 GY1908
 GY1908                         *CURRENT SURVEY CONTROL
 GY1908  ___________________________________________________________________
 GY1908* NAD 83(1986)-  37 27 41.     (N)    083 22 16.     (W)     SCALED    
 GY1908* NAVD 88     -       234.122  (meters)     768.12   (feet)  ADJUSTED  
 GY1908  ___________________________________________________________________
 GY1908  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GY1908  DYNAMIC HT  -         233.943 (meters)     767.53  (feet)  COMP
 GY1908  MODELED GRAV-     979,858.8   (mgal)                       NAVD 88
 GY1908
 GY1908  VERT ORDER  -  FIRST     CLASS I
 GY1908
 GY1908.The horizontal coordinates were scaled from a topographic map and have
 GY1908.an estimated accuracy of +/- 6 seconds.
 GY1908
 GY1908.The orthometric height was determined by differential leveling
 GY1908.and adjusted by the National Geodetic Survey in June 1991..
 GY1908
 GY1908.The geoid height was determined by GEOID03.
 GY1908
 GY1908.The dynamic height is computed by dividing the NAVD 88
 GY1908.geopotential number by the normal gravity value computed on the
 GY1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1908.degrees latitude (g = 980.6199 gals.).
 GY1908
 GY1908.The modeled gravity was interpolated from observed gravity values.
 GY1908
 GY1908;                    North         East    Units  Estimated Accuracy
 GY1908;SPC KY1Z     - 1,127,880.    1,710,430.      MT  (+/- 180 meters Scaled)
 GY1908
 GY1908                          SUPERSEDED SURVEY CONTROL
 GY1908
 GY1908  NGVD 29 (??/??/92)  234.280  (m)          768.63   (f) ADJ UNCH    1 1
 GY1908
 GY1908.Superseded values are not recommended for survey control.
 GY1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1908.See file dsdata.txt to determine how the superseded data were derived.
 GY1908
 GY1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB902486(NAD 83)
 GY1908_MARKER: DB = BENCH MARK DISK
 GY1908_SETTING: 66 = SET IN ROCK OUTCROP
 GY1908_SP_SET: ROCK CUT
 GY1908_STAMPING: B 171 1950 768.634
 GY1908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1908+STABILITY: POSITION/ELEVATION WELL
 GY1908
 GY1908  HISTORY     - Date     Condition        Report By
 GY1908  HISTORY     - 1950     MONUMENTED       CGS
 GY1908  HISTORY     - 1967     GOOD             NGS
 GY1908
 GY1908                          STATION DESCRIPTION
 GY1908
 GY1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1908'10.2 MI SE FROM JACKSON.
 GY1908'ABOUT 10.15 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1908'RAILROAD FROM THE STATION AT JACKSON, 4 TELEPHONE POLES NORTHWEST
 GY1908'OF MILEPOST NUMBER 208, 15 1/2 FEET NORTHEAST OF THE NORTHEAST
 GY1908'RAIL OF THE TRACK, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 GY1908'4 1/2-FOOT THICK LAYER OF ROCK IN THE NORTHEAST BANK OF A CUT FOR
 GY1908'THE RAILROAD, ABOUT 2 1/2 FEET ABOVE THE BOTTOM OF THE ROCK, AND
 GY1908'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2397 ***********************************************************************
 GY2397  DESIGNATION -  B 172
 GY2397  PID         -  GY2397
 GY2397  STATE/COUNTY-  KY/PERRY
 GY2397  USGS QUAD   -  BUCKHORN (1979)
 GY2397
 GY2397                         *CURRENT SURVEY CONTROL
 GY2397  ___________________________________________________________________
 GY2397* NAD 83(1986)-  37 17 48.     (N)    083 28 17.     (W)     SCALED    
 GY2397* NAVD 88     -       237.579  (meters)     779.46   (feet)  ADJUSTED  
 GY2397  ___________________________________________________________________
 GY2397  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GY2397  DYNAMIC HT  -         237.391 (meters)     778.84  (feet)  COMP
 GY2397  MODELED GRAV-     979,834.1   (mgal)                       NAVD 88
 GY2397
 GY2397  VERT ORDER  -  SECOND    CLASS 0
 GY2397
 GY2397.The horizontal coordinates were scaled from a topographic map and have
 GY2397.an estimated accuracy of +/- 6 seconds.
 GY2397
 GY2397.The orthometric height was determined by differential leveling
 GY2397.and adjusted by the National Geodetic Survey in June 1991..
 GY2397
 GY2397.The geoid height was determined by GEOID03.
 GY2397
 GY2397.The dynamic height is computed by dividing the NAVD 88
 GY2397.geopotential number by the normal gravity value computed on the
 GY2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2397.degrees latitude (g = 980.6199 gals.).
 GY2397
 GY2397.The modeled gravity was interpolated from observed gravity values.
 GY2397
 GY2397;                    North         East    Units  Estimated Accuracy
 GY2397;SPC KY1Z     - 1,109,380.    1,702,000.      MT  (+/- 180 meters Scaled)
 GY2397
 GY2397                          SUPERSEDED SURVEY CONTROL
 GY2397
 GY2397  NGVD 29 (??/??/92)  237.73   (m)          780.0    (f) COMPUTED    2 0
 GY2397
 GY2397.Superseded values are not recommended for survey control.
 GY2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2397.See file dsdata.txt to determine how the superseded data were derived.
 GY2397
 GY2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB809306(NAD 83)
 GY2397_MARKER: DB = BENCH MARK DISK
 GY2397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2397_SP_SET: CULVERT
 GY2397_STAMPING: B 172 1950 780.002
 GY2397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2397
 GY2397  HISTORY     - Date     Condition        Report By
 GY2397  HISTORY     - 1950     MONUMENTED       CGS
 GY2397  HISTORY     - 1957     GOOD             NGS
 GY2397
 GY2397                          STATION DESCRIPTION
 GY2397
 GY2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2397'2.6 MI NE FROM SAUL.
 GY2397'ABOUT 2.65 MILES NORTHEAST ALONG A GRAVEL ROAD FOLLOWING
 GY2397'LEATHERWOOD CREEK FROM THE POST OFFICE AT SAUL, ABOUT 0.7 MILE
 GY2397'WEST ALONG A GRAVEL ROAD FROM FORD ACROSS MIDDLE FORK OF KENTUCKY
 GY2397'RIVER AND MOUTH OF LEATHERWOOD CREEK, SET IN THE TOP AND 1 1/2
 GY2397'FEET NORTH OF THE CORNER OF A RIGHT ANGLE SHAPED CONCRETE HEAD
 GY2397'WALL OF A 30-INCH PIPE CULVERT, 14 FEET NORTH OF THE CENTER LINE
 GY2397'OF THE GRAVEL ROAD AND ABOUT LEVEL WITH THE ROAD.  NOTE-- MARK
 GY2397'MAY BE REACHED FROM ELKHORN SCHOOL AT SHOAL BY GOING ABOUT 2.4
 GY2397'MILES NORTHWEST ALONG A GRAVEL ROAD FOLLOWING EAST BANK OF
 GY2397'MIDDLE FORK OF KENTUCKY RIVER THENCE ABOUT 0.8 MILE WEST ALONG
 GY2397'A GRAVEL ROAD FOLLOWING LEATHERWOOD CREEK.
 GY2397
 GY2397                          STATION RECOVERY (1957)
 GY2397
 GY2397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1933 ***********************************************************************
 GY1933  DESIGNATION -  B 173
 GY1933  PID         -  GY1933
 GY1933  STATE/COUNTY-  KY/PERRY
 GY1933  USGS QUAD   -  KRYPTON (1972)
 GY1933
 GY1933                         *CURRENT SURVEY CONTROL
 GY1933  ___________________________________________________________________
 GY1933* NAD 83(1986)-  37 21 44.     (N)    083 21 39.     (W)     SCALED    
 GY1933* NAVD 88     -       244.715  (meters)     802.87   (feet)  ADJUSTED  
 GY1933  ___________________________________________________________________
 GY1933  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GY1933  DYNAMIC HT  -         244.526 (meters)     802.25  (feet)  COMP
 GY1933  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 GY1933
 GY1933  VERT ORDER  -  FIRST     CLASS I
 GY1933
 GY1933.The horizontal coordinates were scaled from a topographic map and have
 GY1933.an estimated accuracy of +/- 6 seconds.
 GY1933
 GY1933.The orthometric height was determined by differential leveling
 GY1933.and adjusted by the National Geodetic Survey in June 1991..
 GY1933
 GY1933.The geoid height was determined by GEOID03.
 GY1933
 GY1933.The dynamic height is computed by dividing the NAVD 88
 GY1933.geopotential number by the normal gravity value computed on the
 GY1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1933.degrees latitude (g = 980.6199 gals.).
 GY1933
 GY1933.The modeled gravity was interpolated from observed gravity values.
 GY1933
 GY1933;                    North         East    Units  Estimated Accuracy
 GY1933;SPC KY1Z     - 1,116,900.    1,711,620.      MT  (+/- 180 meters Scaled)
 GY1933
 GY1933                          SUPERSEDED SURVEY CONTROL
 GY1933
 GY1933  NGVD 29 (??/??/92)  244.887  (m)          803.43   (f) ADJ UNCH    1 1
 GY1933
 GY1933.Superseded values are not recommended for survey control.
 GY1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1933.See file dsdata.txt to determine how the superseded data were derived.
 GY1933
 GY1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB909376(NAD 83)
 GY1933_MARKER: DB = BENCH MARK DISK
 GY1933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1933_SP_SET: TUNNEL
 GY1933_STAMPING: B 173 1950 803.433
 GY1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1933
 GY1933  HISTORY     - Date     Condition        Report By
 GY1933  HISTORY     - 1950     MONUMENTED       CGS
 GY1933  HISTORY     - 1967     GOOD             NGS
 GY1933
 GY1933                          STATION DESCRIPTION
 GY1933
 GY1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1933'1.4 MI N FROM CHAVIES.
 GY1933'ABOUT 1.45 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY1933'FROM DUFFS GENERAL STORE AT CHAVIES, 0.25 MILE NORTH OF MILEPOST
 GY1933'222, AT THE SOUTH END OF THE LINE TUNNEL, 7 1/2 FEET EAST OF THE
 GY1933'EAST RAIL OF THE TRACK SET VERTICALLY IN THE SOUTH FACE AND 1.0
 GY1933'FOOT EAST OF THE INSIDE EDGE OF THE EAST SIDE OF THE CONCRETE
 GY1933'ENTRANCE TO THE TUNNEL, 4 1/2 FEET ABOVE THE LEVEL OF THE GROUND,
 GY1933'AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2266 ***********************************************************************
 GY2266  DESIGNATION -  B 174
 GY2266  PID         -  GY2266
 GY2266  STATE/COUNTY-  KY/LESLIE
 GY2266  USGS QUAD   -  KRYPTON (1972)
 GY2266
 GY2266                         *CURRENT SURVEY CONTROL
 GY2266  ___________________________________________________________________
 GY2266* NAD 83(1986)-  37 16 19.     (N)    083 21 57.     (W)     SCALED    
 GY2266* NAVD 88     -       247.608  (meters)     812.36   (feet)  ADJUSTED  
 GY2266  ___________________________________________________________________
 GY2266  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY2266  DYNAMIC HT  -         247.412 (meters)     811.72  (feet)  COMP
 GY2266  MODELED GRAV-     979,835.1   (mgal)                       NAVD 88
 GY2266
 GY2266  VERT ORDER  -  SECOND    CLASS 0
 GY2266
 GY2266.The horizontal coordinates were scaled from a topographic map and have
 GY2266.an estimated accuracy of +/- 6 seconds.
 GY2266
 GY2266.The orthometric height was determined by differential leveling
 GY2266.and adjusted by the National Geodetic Survey in June 1991..
 GY2266
 GY2266.The geoid height was determined by GEOID03.
 GY2266
 GY2266.The dynamic height is computed by dividing the NAVD 88
 GY2266.geopotential number by the normal gravity value computed on the
 GY2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2266.degrees latitude (g = 980.6199 gals.).
 GY2266
 GY2266.The modeled gravity was interpolated from observed gravity values.
 GY2266
 GY2266;                    North         East    Units  Estimated Accuracy
 GY2266;SPC KY1Z     - 1,106,870.    1,711,430.      MT  (+/- 180 meters Scaled)
 GY2266
 GY2266                          SUPERSEDED SURVEY CONTROL
 GY2266
 GY2266  NGVD 29 (??/??/92)  247.78   (m)          812.9    (f) COMPUTED    2 0
 GY2266
 GY2266.Superseded values are not recommended for survey control.
 GY2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2266.See file dsdata.txt to determine how the superseded data were derived.
 GY2266
 GY2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB902276(NAD 83)
 GY2266_MARKER: DB = BENCH MARK DISK
 GY2266_SETTING: 66 = SET IN ROCK OUTCROP
 GY2266_SP_SET: CLIFF
 GY2266_STAMPING: B 174 1950 812.918
 GY2266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2266+STABILITY: POSITION/ELEVATION WELL
 GY2266
 GY2266  HISTORY     - Date     Condition        Report By
 GY2266  HISTORY     - 1950     MONUMENTED       CGS
 GY2266  HISTORY     - 1957     POOR             NGS
 GY2266
 GY2266                          STATION DESCRIPTION
 GY2266
 GY2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2266'1.4 MI NE FROM CONFLUENCE.
 GY2266'ABOUT 1.45 MILES NORTHEAST ALONG A ROUGH ROAD FROM THE POST
 GY2266'OFFICE AT CONFLUENCE, AT TRACE BRANCH SCHOOL, 34 FEET NORTH OF
 GY2266'THE WEST CORNER OF THE SCHOOL, 16 FEET NORTHWEST OF THE NORTHWEST
 GY2266'WALL OF SCHOOL, SET VERTICALLY IN THE ROUGH SOUTHEAST FACE OF A
 GY2266'ROCK CLIFF, 23 YARDS NORTHWEST OF THE CENTER LINE OF THE ROAD,
 GY2266'ABOUT 30 YARDS NORTHWEST OF CENTER OF TRACE BRANCH AND ABOUT 3
 GY2266'FEET ABOVE THE GROUND.
 GY2266
 GY2266                          STATION RECOVERY (1957)
 GY2266
 GY2266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2266'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2383 ***********************************************************************
 GY2383  DESIGNATION -  B 175
 GY2383  PID         -  GY2383
 GY2383  STATE/COUNTY-  KY/PERRY
 GY2383  USGS QUAD   -  HAZARD NORTH (1992)
 GY2383
 GY2383                         *CURRENT SURVEY CONTROL
 GY2383  ___________________________________________________________________
 GY2383* NAD 83(1986)-  37 21 50.     (N)    083 13 39.     (W)     SCALED    
 GY2383* NAVD 88     -       285.768  (meters)     937.56   (feet)  ADJUSTED  
 GY2383  ___________________________________________________________________
 GY2383  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY2383  DYNAMIC HT  -         285.546 (meters)     936.83  (feet)  COMP
 GY2383  MODELED GRAV-     979,845.7   (mgal)                       NAVD 88
 GY2383
 GY2383  VERT ORDER  -  SECOND    CLASS 0
 GY2383
 GY2383.The horizontal coordinates were scaled from a topographic map and have
 GY2383.an estimated accuracy of +/- 6 seconds.
 GY2383
 GY2383.The orthometric height was determined by differential leveling
 GY2383.and adjusted by the National Geodetic Survey in June 1991..
 GY2383
 GY2383.The geoid height was determined by GEOID03.
 GY2383
 GY2383.The dynamic height is computed by dividing the NAVD 88
 GY2383.geopotential number by the normal gravity value computed on the
 GY2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2383.degrees latitude (g = 980.6199 gals.).
 GY2383
 GY2383.The modeled gravity was interpolated from observed gravity values.
 GY2383
 GY2383;                    North         East    Units  Estimated Accuracy
 GY2383;SPC KY1Z     - 1,117,390.    1,723,420.      MT  (+/- 180 meters Scaled)
 GY2383
 GY2383                          SUPERSEDED SURVEY CONTROL
 GY2383
 GY2383  NGVD 29 (??/??/92)  285.935  (m)          938.11   (f) ADJ UNCH    2 0
 GY2383
 GY2383.Superseded values are not recommended for survey control.
 GY2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2383.See file dsdata.txt to determine how the superseded data were derived.
 GY2383
 GY2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB027375(NAD 83)
 GY2383_MARKER: DB = BENCH MARK DISK
 GY2383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2383_SP_SET: BRIDGE
 GY2383_STAMPING: B 175 1950 938.105
 GY2383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2383
 GY2383  HISTORY     - Date     Condition        Report By
 GY2383  HISTORY     - 1950     MONUMENTED       CGS
 GY2383  HISTORY     - 1956     GOOD             NGS
 GY2383  HISTORY     - 19940610 POOR             KYDT
 GY2383
 GY2383                          STATION DESCRIPTION
 GY2383
 GY2383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2383'5 MI N FROM BLUE DIAMOND.
 GY2383'0.55 MILE NORTHEAST ALONG STATE HIGHWAY 267 FROM THE SCHOOL
 GY2383'AT BLUE DIAMOND, THENCE 4.5 MILES NORTHWEST AND NORTH ALONG
 GY2383'GRAVEL ROAD FOLLOWING SIXTEENMILE CREEK, AT DICE, ABOUT 145 YARDS
 GY2383'NORTHEAST AND UPSTREAM ALONG LOST CREEK FROM THE CONFLUENCE OF
 GY2383'LOST CREEK AND SIXTEENMILE CREEK AND THE POST OFFICE AT DICE,
 GY2383'ABOUT 35 YARDS NORTHEAST OF JONES SCHOOL, SET IN THE TOP OF THE
 GY2383'SOUTHWEST END OF THE NORTHWEST GUARD RAIL FOOTING OF A 27-FOOT
 GY2383'CONCRETE BRIDGE OVER LOST CREEK, 12 FEET NORTHWEST OF CENTER
 GY2383'OF ROAD, ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.  NOTE-- MARK MAY BE
 GY2383'REACHED FROM ROWDY BY GOING 0.35 MILE SOUTHEAST ALONG STATE
 GY2383'HIGHWAY 15, THENCE 3.65 MILES SOUTHWEST ALONG A GRAVEL ROAD
 GY2383'LEADING TO BLUE DIAMOND.
 GY2383
 GY2383                          STATION RECOVERY (1994)
 GY2383
 GY2383'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY2383'ACCESS TO MARK LIMITED AS GUARD RAIL IS DIRECTLY OVER MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0408 ***********************************************************************
 GZ0408  DESIGNATION -  B 176
 GZ0408  PID         -  GZ0408
 GZ0408  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0408  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0408
 GZ0408                         *CURRENT SURVEY CONTROL
 GZ0408  ___________________________________________________________________
 GZ0408* NAD 83(1986)-  37 17 51.     (N)    084 21 32.     (W)     SCALED    
 GZ0408* NAVD 88     -       294.576  (meters)     966.45   (feet)  ADJUSTED  
 GZ0408  ___________________________________________________________________
 GZ0408  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GZ0408  DYNAMIC HT  -         294.355 (meters)     965.73  (feet)  COMP
 GZ0408  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 GZ0408
 GZ0408  VERT ORDER  -  SECOND    CLASS 0
 GZ0408
 GZ0408.The horizontal coordinates were scaled from a topographic map and have
 GZ0408.an estimated accuracy of +/- 6 seconds.
 GZ0408
 GZ0408.The orthometric height was determined by differential leveling
 GZ0408.and adjusted by the National Geodetic Survey in June 1991..
 GZ0408
 GZ0408.The geoid height was determined by GEOID03.
 GZ0408
 GZ0408.The dynamic height is computed by dividing the NAVD 88
 GZ0408.geopotential number by the normal gravity value computed on the
 GZ0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0408.degrees latitude (g = 980.6199 gals.).
 GZ0408
 GZ0408.The modeled gravity was interpolated from observed gravity values.
 GZ0408
 GZ0408;                    North         East    Units  Estimated Accuracy
 GZ0408;SPC KY1Z     - 1,107,930.    1,623,330.      MT  (+/- 180 meters Scaled)
 GZ0408
 GZ0408                          SUPERSEDED SURVEY CONTROL
 GZ0408
 GZ0408  NGVD 29 (??/??/92)  294.745  (m)          967.01   (f) ADJ UNCH    2 0
 GZ0408
 GZ0408.Superseded values are not recommended for survey control.
 GZ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0408.See file dsdata.txt to determine how the superseded data were derived.
 GZ0408
 GZ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG340311(NAD 83)
 GZ0408_MARKER: DB = BENCH MARK DISK
 GZ0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0408_SP_SET: CONCRETE PLATFORM
 GZ0408_STAMPING: B 176 1950 967.009
 GZ0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0408
 GZ0408  HISTORY     - Date     Condition        Report By
 GZ0408  HISTORY     - 1950     MONUMENTED       CGS
 GZ0408  HISTORY     - 1961     GOOD             NGS
 GZ0408  HISTORY     - 20050428 MARK NOT FOUND   KYTC
 GZ0408
 GZ0408                          STATION DESCRIPTION
 GZ0408
 GZ0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0408'AT SAND SPRINGS.
 GZ0408'AT SAND SPRINGS, ABOUT 0.1 MILE NORTHEAST ALONG A GRAVEL ROAD
 GZ0408'FROM SAND SPRINGS BAPTIST CHURCH, SET IN THE TOP OF THE NORTH
 GZ0408'CORNER OF CONCRETE BASE OF PLATFORM SCALES AT STORE AND POST
 GZ0408'OFFICE, 36 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GZ0408'ROAD, 3 FEET SOUTHWEST OF THE WEST CORNER OF THE POST OFFICE
 GZ0408'AND ABOUT 2 1/2 FEET ABOVE THE ROAD.
 GZ0408
 GZ0408                          STATION RECOVERY (1961)
 GZ0408
 GZ0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GZ0408'RECOVERED IN GOOD CONDITION.
 GZ0408
 GZ0408                          STATION RECOVERY (2005)
 GZ0408
 GZ0408'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1054 ***********************************************************************
 GZ1054  DESIGNATION -  B 177 RESET 1953
 GZ1054  PID         -  GZ1054
 GZ1054  STATE/COUNTY-  KY/LINCOLN
 GZ1054  USGS QUAD   -  WOODSTOCK (1979)
 GZ1054
 GZ1054                         *CURRENT SURVEY CONTROL
 GZ1054  ___________________________________________________________________
 GZ1054* NAD 83(1986)-  37 21 55.     (N)    084 30 05.     (W)     SCALED    
 GZ1054* NAVD 88     -       361.18   (meters)    1185.0    (feet)  RESET     
 GZ1054  ___________________________________________________________________
 GZ1054  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GZ1054
 GZ1054  VERT ORDER  -  THIRD
 GZ1054
 GZ1054.The horizontal coordinates were scaled from a topographic map and have
 GZ1054.an estimated accuracy of +/- 6 seconds.
 GZ1054
 GZ1054.The orthometric height was computed from unverified reset data.
 GZ1054.No vertical observational check was made to the station.
 GZ1054
 GZ1054.The geoid height was determined by GEOID03.
 GZ1054
 GZ1054;                    North         East    Units  Estimated Accuracy
 GZ1054;SPC KY1Z     - 1,115,270.    1,610,600.      MT  (+/- 180 meters Scaled)
 GZ1054
 GZ1054                          SUPERSEDED SURVEY CONTROL
 GZ1054
 GZ1054  NGVD 29 (10/08/05)  361.32   (m)         1185.4    (f) RESET       3  
 GZ1054
 GZ1054.Superseded values are not recommended for survey control.
 GZ1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1054.See file dsdata.txt to determine how the superseded data were derived.
 GZ1054
 GZ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG212383(NAD 83)
 GZ1054_MARKER: DB = BENCH MARK DISK
 GZ1054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1054_SP_SET: CULVERT
 GZ1054_STAMPING: B 177 RESET 1953 1185.447
 GZ1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1054
 GZ1054  HISTORY     - Date     Condition        Report By
 GZ1054  HISTORY     - 1953     MONUMENTED       CGS
 GZ1054  HISTORY     - 1958     GOOD             NGS
 GZ1054
 GZ1054                          STATION DESCRIPTION
 GZ1054
 GZ1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ1054'5 MI N FROM BANDY.
 GZ1054'4.95 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE CROSSROADS
 GZ1054'AT BANDY, 0.85 SOUTH OF BECKAM-SIMPSON STORE AND JUNCTION OF
 GZ1054'ROAD EAST, 0.2 MILE NORTH OF A CROSSROAD, 117 FEET SOUTHEAST OF
 GZ1054'THE CENTER OF A DRIVE TO FARMHOUSE, SET IN THE TOP OF THE SOUTH
 GZ1054'END OF THE EAST HEAD WALL OF AN 8 FOOT CONCRETE BOX CULVERT,
 GZ1054'14 FEET EAST OF THE CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT
 GZ1054'BELOW THE LEVEL OF HIGHWAY.  NOTE-- THIS MARK MAY BE REACHED
 GZ1054'FROM THE SCHOOL AT BROUGHTENTOWN BY GOING 0.2 MILE NORTH ALONG
 GZ1054'A GRAVEL ROAD, THENCE 1.9 MILES EAST ALONG A GRAVEL ROAD,
 GZ1054'THENCE 1.4 MILES SOUTH ALONG STATE HIGHWAY 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1006 ***********************************************************************
 GZ1006  DESIGNATION -  B 178
 GZ1006  PID         -  GZ1006
 GZ1006  STATE/COUNTY-  KY/PULASKI
 GZ1006  USGS QUAD   -  WOODSTOCK (1979)
 GZ1006
 GZ1006                         *CURRENT SURVEY CONTROL
 GZ1006  ___________________________________________________________________
 GZ1006* NAD 83(1986)-  37 16 08.     (N)    084 32 33.     (W)     SCALED    
 GZ1006* NAVD 88     -       320.453  (meters)    1051.35   (feet)  ADJUSTED  
 GZ1006  ___________________________________________________________________
 GZ1006  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GZ1006  DYNAMIC HT  -         320.208 (meters)    1050.55  (feet)  COMP
 GZ1006  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 GZ1006
 GZ1006  VERT ORDER  -  SECOND    CLASS 0
 GZ1006
 GZ1006.The horizontal coordinates were scaled from a topographic map and have
 GZ1006.an estimated accuracy of +/- 6 seconds.
 GZ1006
 GZ1006.The orthometric height was determined by differential leveling
 GZ1006.and adjusted by the National Geodetic Survey in June 1991..
 GZ1006
 GZ1006.The geoid height was determined by GEOID03.
 GZ1006
 GZ1006.The dynamic height is computed by dividing the NAVD 88
 GZ1006.geopotential number by the normal gravity value computed on the
 GZ1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1006.degrees latitude (g = 980.6199 gals.).
 GZ1006
 GZ1006.The modeled gravity was interpolated from observed gravity values.
 GZ1006
 GZ1006;                    North         East    Units  Estimated Accuracy
 GZ1006;SPC KY1Z     - 1,104,530.    1,607,100.      MT  (+/- 180 meters Scaled)
 GZ1006
 GZ1006                          SUPERSEDED SURVEY CONTROL
 GZ1006
 GZ1006  NGVD 29 (??/??/92)  320.608  (m)         1051.86   (f) ADJ UNCH    2 0
 GZ1006
 GZ1006.Superseded values are not recommended for survey control.
 GZ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1006.See file dsdata.txt to determine how the superseded data were derived.
 GZ1006
 GZ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG179275(NAD 83)
 GZ1006_MARKER: DB = BENCH MARK DISK
 GZ1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1006_STAMPING: B 178 1950 1051.861
 GZ1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1006+STABILITY: SURFACE MOTION
 GZ1006
 GZ1006  HISTORY     - Date     Condition        Report By
 GZ1006  HISTORY     - 1950     MONUMENTED       CGS
 GZ1006  HISTORY     - 1958     GOOD             NGS
 GZ1006  HISTORY     - 1984     GOOD             KYDT
 GZ1006
 GZ1006                          STATION DESCRIPTION
 GZ1006
 GZ1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1006'1.8 MI W FROM WOODSTOCK.
 GZ1006'ABOUT 1.6 MILES WEST ALONG A GRAVEL ROAD FROM THE CROSSROADS
 GZ1006'AT WOODSTOCK, THENCE ABOUT 0.2 MILE NORTHWEST ALONG A ROAD,
 GZ1006'ABOUT 0.4 MILE SOUTHEAST OF THE JUNCTION OF A ROAD NORTHEAST,
 GZ1006'ABOUT 0.2 MILE NORTHWEST OF A T ROAD JUNCTION, ABOUT 0.25 MILE
 GZ1006'NORTHWEST OF PENCE SCHOOL BUILDING, AT A DIM TRAIL NORTHEAST,
 GZ1006'63 FEET SOUTH AND ACROSS TRAIL FROM THE SOUTH CORNER OF A SMALL
 GZ1006'TWO ROOM ABANDONED HOUSE, 34 FEET EAST OF THE CENTER LINE OF THE
 GZ1006'JUNCTION, 31 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 14
 GZ1006'FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL, 3 1/2 FEET
 GZ1006'NORTHWEST OF A POWER POLE, 1 1/2 FEET SOUTHWEST OF A WHITE
 GZ1006'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 GZ1006'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1006
 GZ1006                          STATION RECOVERY (1958)
 GZ1006
 GZ1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1006'RECOVERED IN GOOD CONDITION.
 GZ1006
 GZ1006                          STATION RECOVERY (1984)
 GZ1006
 GZ1006'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0400 ***********************************************************************
 GZ0400  DESIGNATION -  B 179
 GZ0400  PID         -  GZ0400
 GZ0400  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0400  USGS QUAD   -  BILLOWS (1987)
 GZ0400
 GZ0400                         *CURRENT SURVEY CONTROL
 GZ0400  ___________________________________________________________________
 GZ0400* NAD 83(1986)-  37 13 27.     (N)    084 20 26.     (W)     SCALED    
 GZ0400* NAVD 88     -       410.463  (meters)    1346.66   (feet)  ADJUSTED  
 GZ0400  ___________________________________________________________________
 GZ0400  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 GZ0400  DYNAMIC HT  -         410.150 (meters)    1345.63  (feet)  COMP
 GZ0400  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 GZ0400
 GZ0400  VERT ORDER  -  SECOND    CLASS 0
 GZ0400
 GZ0400.The horizontal coordinates were scaled from a topographic map and have
 GZ0400.an estimated accuracy of +/- 6 seconds.
 GZ0400
 GZ0400.The orthometric height was determined by differential leveling
 GZ0400.and adjusted by the National Geodetic Survey in June 1991..
 GZ0400
 GZ0400.The geoid height was determined by GEOID03.
 GZ0400
 GZ0400.The dynamic height is computed by dividing the NAVD 88
 GZ0400.geopotential number by the normal gravity value computed on the
 GZ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0400.degrees latitude (g = 980.6199 gals.).
 GZ0400
 GZ0400.The modeled gravity was interpolated from observed gravity values.
 GZ0400
 GZ0400;                    North         East    Units  Estimated Accuracy
 GZ0400;SPC KY1Z     - 1,099,810.    1,625,080.      MT  (+/- 180 meters Scaled)
 GZ0400
 GZ0400                          SUPERSEDED SURVEY CONTROL
 GZ0400
 GZ0400  NGVD 29 (??/??/92)  410.627  (m)         1347.20   (f) ADJ UNCH    2 0
 GZ0400
 GZ0400.Superseded values are not recommended for survey control.
 GZ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0400.See file dsdata.txt to determine how the superseded data were derived.
 GZ0400
 GZ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG359230(NAD 83)
 GZ0400_MARKER: DB = BENCH MARK DISK
 GZ0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0400_STAMPING: B 179 1950 1347.199
 GZ0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0400+STABILITY: SURFACE MOTION
 GZ0400
 GZ0400  HISTORY     - Date     Condition        Report By
 GZ0400  HISTORY     - 1950     MONUMENTED       CGS
 GZ0400
 GZ0400                          STATION DESCRIPTION
 GZ0400
 GZ0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0400'1 MI W FROM PONGO.
 GZ0400'ABOUT 1.05 MILES WEST ALONG A POOR ROAD FROM THE ROAD JUNCTION
 GZ0400'AT PONGO, ON THE TOP OF A SMALL KNOLL, AT A DRIVE WAY SOUTHEAST
 GZ0400'TO RESIDENCE OF MAGGIE HANCOCK, 127 FEET WEST OF THE CENTER
 GZ0400'OF THE JUNCTION OF DRIVE AND ROAD, 27 FEET SOUTHWEST OF THE
 GZ0400'CENTER LINE OF THE ROAD, 18 FEET WEST OF A TRIANGULAR BLAZED
 GZ0400'6-INCH OAK TREE, 11 1/2 FEET NORTH OF A 5-INCH SLASH BLAZED OAK
 GZ0400'TREE, 9 FEET SOUTHEAST OF A 6-INCH TWIN OAK TREE, 1 1/2 FEET
 GZ0400'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GZ0400'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0420 ***********************************************************************
 GD0420  DESIGNATION -  B 18
 GD0420  PID         -  GD0420
 GD0420  STATE/COUNTY-  KY/MCCRACKEN
 GD0420  USGS QUAD   -  SYMSONIA (1982)
 GD0420
 GD0420                         *CURRENT SURVEY CONTROL
 GD0420  ___________________________________________________________________
 GD0420* NAD 83(1986)-  36 59 42.     (N)    088 36 23.     (W)     SCALED    
 GD0420* NAVD 88     -       111.472  (meters)     365.72   (feet)  ADJUSTED  
 GD0420  ___________________________________________________________________
 GD0420  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD0420  DYNAMIC HT  -         111.387 (meters)     365.44  (feet)  COMP
 GD0420  MODELED GRAV-     979,873.5   (mgal)                       NAVD 88
 GD0420
 GD0420  VERT ORDER  -  SECOND    CLASS 0
 GD0420
 GD0420.The horizontal coordinates were scaled from a topographic map and have
 GD0420.an estimated accuracy of +/- 6 seconds.
 GD0420
 GD0420.The orthometric height was determined by differential leveling
 GD0420.and adjusted by the National Geodetic Survey in June 1991..
 GD0420
 GD0420.The geoid height was determined by GEOID03.
 GD0420
 GD0420.The dynamic height is computed by dividing the NAVD 88
 GD0420.geopotential number by the normal gravity value computed on the
 GD0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0420.degrees latitude (g = 980.6199 gals.).
 GD0420
 GD0420.The modeled gravity was interpolated from observed gravity values.
 GD0420
 GD0420;                    North         East    Units  Estimated Accuracy
 GD0420;SPC KY1Z     - 1,077,330.    1,245,770.      MT  (+/- 180 meters Scaled)
 GD0420
 GD0420                          SUPERSEDED SURVEY CONTROL
 GD0420
 GD0420  NGVD 29 (??/??/??)  111.484  (m)          365.76   (f) ADJUSTED    2 0
 GD0420
 GD0420.Superseded values are not recommended for survey control.
 GD0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0420.See file dsdata.txt to determine how the superseded data were derived.
 GD0420
 GD0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF570955(NAD 83)
 GD0420_MARKER: DB = BENCH MARK DISK
 GD0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0420_STAMPING: B 18 1933
 GD0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0420+STABILITY: SURFACE MOTION
 GD0420
 GD0420  HISTORY     - Date     Condition        Report By
 GD0420  HISTORY     - 1933     MONUMENTED       CGS
 GD0420  HISTORY     - 1972     GOOD             NGS
 GD0420  HISTORY     - 1988     GOOD             USPSQD
 GD0420  HISTORY     - 20020817 MARK NOT FOUND   USACE
 GD0420
 GD0420                          STATION DESCRIPTION
 GD0420
 GD0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0420'5 MI S FROM PADUCAH.
 GD0420'ABOUT 5 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0420'UNION STATION AT PADUCAH, MC CRACKEN COUNTY, AT KREBS SIDING,
 GD0420'98 YARDS SOUTH OF MILEPOST 230, AT A GRAVEL-ROAD CROSSING, 2
 GD0420'YARDS NORTH OF THE SECOND POLE NORTH OF THE CROSSING, 90 YARDS
 GD0420'NORTH OF P.T.S. 70 M (U.S.G.S.) DESCRIBED ABOVE, AND 13 YARDS
 GD0420'WEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 GD0420'STAMPED B 18 1933 AND SET IN THE TOP OF A CONCRETE POST.  64.10
 GD0420'FEET S 80 E OF A TACK IN A 20 INCH POPLAR, 92.50 S 15 E OF A
 GD0420'TACK IN 40 INCH RED OAK.  POST AND SIGN SET AT MONUMENT.
 GD0420
 GD0420                          STATION RECOVERY (1972)
 GD0420
 GD0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0420'RECOVERED IN GOOD CONDITION.
 GD0420
 GD0420                          STATION RECOVERY (1988)
 GD0420
 GD0420'RECOVERY NOTE BY US POWER SQUADRON 1988 (GMK)
 GD0420'RECOVERED IN GOOD CONDITION.
 GD0420
 GD0420                          STATION RECOVERY (2002)
 GD0420
 GD0420'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0420'LARGE HEAVILY MULCHED FLOWER BED IN AREA NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0413 ***********************************************************************
 GZ0413  DESIGNATION -  B 180
 GZ0413  PID         -  GZ0413
 GZ0413  STATE/COUNTY-  KY/PULASKI
 GZ0413  USGS QUAD   -  SHOPVILLE (1987)
 GZ0413
 GZ0413                         *CURRENT SURVEY CONTROL
 GZ0413  ___________________________________________________________________
 GZ0413* NAD 83(1986)-  37 10 12.     (N)    084 28 31.     (W)     SCALED    
 GZ0413* NAVD 88     -       290.973  (meters)     954.63   (feet)  ADJUSTED  
 GZ0413  ___________________________________________________________________
 GZ0413  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 GZ0413  DYNAMIC HT  -         290.751 (meters)     953.91  (feet)  COMP
 GZ0413  MODELED GRAV-     979,860.2   (mgal)                       NAVD 88
 GZ0413
 GZ0413  VERT ORDER  -  SECOND    CLASS 0
 GZ0413
 GZ0413.The horizontal coordinates were scaled from a topographic map and have
 GZ0413.an estimated accuracy of +/- 6 seconds.
 GZ0413
 GZ0413.The orthometric height was determined by differential leveling
 GZ0413.and adjusted by the National Geodetic Survey in June 1991..
 GZ0413
 GZ0413.The geoid height was determined by GEOID03.
 GZ0413
 GZ0413.The dynamic height is computed by dividing the NAVD 88
 GZ0413.geopotential number by the normal gravity value computed on the
 GZ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0413.degrees latitude (g = 980.6199 gals.).
 GZ0413
 GZ0413.The modeled gravity was interpolated from observed gravity values.
 GZ0413
 GZ0413;                    North         East    Units  Estimated Accuracy
 GZ0413;SPC KY1Z     - 1,093,630.    1,613,210.      MT  (+/- 180 meters Scaled)
 GZ0413
 GZ0413                          SUPERSEDED SURVEY CONTROL
 GZ0413
 GZ0413  NGVD 29 (??/??/92)  291.138  (m)          955.18   (f) ADJ UNCH    2 0
 GZ0413
 GZ0413.Superseded values are not recommended for survey control.
 GZ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0413.See file dsdata.txt to determine how the superseded data were derived.
 GZ0413
 GZ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG241167(NAD 83)
 GZ0413_MARKER: DB = BENCH MARK DISK
 GZ0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0413_STAMPING: B 180 1950 955.175
 GZ0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0413+STABILITY: SURFACE MOTION
 GZ0413
 GZ0413  HISTORY     - Date     Condition        Report By
 GZ0413  HISTORY     - 1950     MONUMENTED       CGS
 GZ0413  HISTORY     - 1958     GOOD             NGS
 GZ0413
 GZ0413                          STATION DESCRIPTION
 GZ0413
 GZ0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0413'1.2 MI NE FROM SHOPVILLE.
 GZ0413'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0413'SHOPVILLE, THENCE ABOUT 0.95 MILE NORTHEAST ALONG A GRAVEL
 GZ0413'ROAD, ABOUT 0.5 MILE SOUTHWEST OF THE JUNCTION OF A GRAVEL
 GZ0413'ROAD NORTHWEST, AT A DRIVE WAY SOUTHEAST TO A FARM HOUSE, 86 FEET
 GZ0413'EAST AND ACROSS ROAD FROM THE EAST CORNER OF A WHITE FRAME
 GZ0413'HOUSE, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 10 FEET
 GZ0413'SOUTHWEST OF THE CENTER LINE OF THE DRIVE SOUTHEAST, 7 1/2
 GZ0413'FEET SOUTH OF THE SOUTHWEST END OF A 12-INCH PIPE CULVERT
 GZ0413'UNDER DRIVE, 4 FEET SOUTHWEST OF A FENCE CORNER, 1 1/2 FEET
 GZ0413'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 GZ0413'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 GZ0413'INCH.
 GZ0413
 GZ0413                          STATION RECOVERY (1958)
 GZ0413
 GZ0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0506 ***********************************************************************
 GZ0506  DESIGNATION -  B 181
 GZ0506  PID         -  GZ0506
 GZ0506  STATE/COUNTY-  KY/LAUREL
 GZ0506  USGS QUAD   -  BERNSTADT (1969)
 GZ0506
 GZ0506                         *CURRENT SURVEY CONTROL
 GZ0506  ___________________________________________________________________
 GZ0506* NAD 83(1986)-  37 09 17.     (N)    084 11 24.     (W)     SCALED    
 GZ0506* NAVD 88     -       381.782  (meters)    1252.56   (feet)  ADJUSTED  
 GZ0506  ___________________________________________________________________
 GZ0506  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GZ0506  DYNAMIC HT  -         381.488 (meters)    1251.60  (feet)  COMP
 GZ0506  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 GZ0506
 GZ0506  VERT ORDER  -  SECOND    CLASS 0
 GZ0506
 GZ0506.The horizontal coordinates were scaled from a topographic map and have
 GZ0506.an estimated accuracy of +/- 6 seconds.
 GZ0506
 GZ0506.The orthometric height was determined by differential leveling
 GZ0506.and adjusted by the National Geodetic Survey in June 1991..
 GZ0506
 GZ0506.The geoid height was determined by GEOID03.
 GZ0506
 GZ0506.The dynamic height is computed by dividing the NAVD 88
 GZ0506.geopotential number by the normal gravity value computed on the
 GZ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0506.degrees latitude (g = 980.6199 gals.).
 GZ0506
 GZ0506.The modeled gravity was interpolated from observed gravity values.
 GZ0506
 GZ0506;                    North         East    Units  Estimated Accuracy
 GZ0506;SPC KY1Z     - 1,092,320.    1,638,570.      MT  (+/- 180 meters Scaled)
 GZ0506
 GZ0506                          SUPERSEDED SURVEY CONTROL
 GZ0506
 GZ0506  NGVD 29 (??/??/92)  381.942  (m)         1253.09   (f) ADJ UNCH    2 0
 GZ0506
 GZ0506.Superseded values are not recommended for survey control.
 GZ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0506.See file dsdata.txt to determine how the superseded data were derived.
 GZ0506
 GZ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG495157(NAD 83)
 GZ0506_MARKER: DB = BENCH MARK DISK
 GZ0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0506_STAMPING: B 181 1950 1253.088
 GZ0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0506+STABILITY: SURFACE MOTION
 GZ0506
 GZ0506  HISTORY     - Date     Condition        Report By
 GZ0506  HISTORY     - 1950     MONUMENTED       CGS
 GZ0506  HISTORY     - 1958     GOOD             NGS
 GZ0506
 GZ0506                          STATION DESCRIPTION
 GZ0506
 GZ0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0506'0.3 MI E FROM BERNSTADT.
 GZ0506'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SWISS COLONY
 GZ0506'BAPTIST CHURCH AT BERNSTADT, ABOUT 0.25 MILE EAST OF OTTS STORE,
 GZ0506'AT A DRIVE WAY TO DAISY MILLS RESIDENCE, 142 FEET SOUTHWEST OF
 GZ0506'THE SOUTH CORNER OF THE HOUSE, 34 FEET NORTHEAST OF THE CENTER
 GZ0506'LINE OF THE HIGHWAY, 17 1/2 FEET NORTHEAST OF THE SOUTHEAST
 GZ0506'END OF AN 18-INCH PIPE CULVERT UNDER DRIVE WAY, 23 FEET SOUTHEAST
 GZ0506'AND ACROSS DRIVE FROM TELEPHONE POLE NO. 188, 14 FEET SOUTHEAST
 GZ0506'OF THE CENTER LINE OF THE DRIVE, 1 FOOT SOUTH OF A WHITE WOODEN
 GZ0506'WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN THE
 GZ0506'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE RESIDENCE
 GZ0506'IS NOW OWNED BY WOODROW B. GREY.
 GZ0506
 GZ0506                          STATION RECOVERY (1958)
 GZ0506
 GZ0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0290 ***********************************************************************
 GZ0290  DESIGNATION -  B 182
 GZ0290  PID         -  GZ0290
 GZ0290  STATE/COUNTY-  KY/LAUREL
 GZ0290  USGS QUAD   -  PARROT (1976)
 GZ0290
 GZ0290                         *CURRENT SURVEY CONTROL
 GZ0290  ___________________________________________________________________
 GZ0290* NAD 83(1986)-  37 15 51.     (N)    084 06 39.     (W)     SCALED    
 GZ0290* NAVD 88     -       368.896  (meters)    1210.29   (feet)  ADJUSTED  
 GZ0290  ___________________________________________________________________
 GZ0290  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GZ0290  DYNAMIC HT  -         368.609 (meters)    1209.34  (feet)  COMP
 GZ0290  MODELED GRAV-     979,842.9   (mgal)                       NAVD 88
 GZ0290
 GZ0290  VERT ORDER  -  SECOND    CLASS 0
 GZ0290
 GZ0290.The horizontal coordinates were scaled from a topographic map and have
 GZ0290.an estimated accuracy of +/- 6 seconds.
 GZ0290
 GZ0290.The orthometric height was determined by differential leveling
 GZ0290.and adjusted by the National Geodetic Survey in June 1991..
 GZ0290
 GZ0290.The geoid height was determined by GEOID03.
 GZ0290
 GZ0290.The dynamic height is computed by dividing the NAVD 88
 GZ0290.geopotential number by the normal gravity value computed on the
 GZ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0290.degrees latitude (g = 980.6199 gals.).
 GZ0290
 GZ0290.The modeled gravity was interpolated from observed gravity values.
 GZ0290
 GZ0290;                    North         East    Units  Estimated Accuracy
 GZ0290;SPC KY1Z     - 1,104,580.    1,645,390.      MT  (+/- 180 meters Scaled)
 GZ0290
 GZ0290                          SUPERSEDED SURVEY CONTROL
 GZ0290
 GZ0290  NGVD 29 (??/??/92)  369.052  (m)         1210.80   (f) ADJ UNCH    2 0
 GZ0290
 GZ0290.Superseded values are not recommended for survey control.
 GZ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0290.See file dsdata.txt to determine how the superseded data were derived.
 GZ0290
 GZ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG562280(NAD 83)
 GZ0290_MARKER: DB = BENCH MARK DISK
 GZ0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0290_STAMPING: B 182 1950 1210.798
 GZ0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0290+STABILITY: SURFACE MOTION
 GZ0290
 GZ0290  HISTORY     - Date     Condition        Report By
 GZ0290  HISTORY     - 1950     MONUMENTED       CGS
 GZ0290  HISTORY     - 1957     GOOD             NGS
 GZ0290  HISTORY     - 20050425 MARK NOT FOUND   KYTC
 GZ0290
 GZ0290                          STATION DESCRIPTION
 GZ0290
 GZ0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0290'1 MI NW FROM VICTORY.
 GZ0290'ABOUT 0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 25 FROM THE POST
 GZ0290'OFFICE AT VICTORY, 0.1 MILE SOUTHEAST OF MC COLLUMS STORE AND
 GZ0290'SERVICE STATION, AT THE SOUTHEAST EDGE OF A SMALL CLEARING,
 GZ0290'138 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE
 GZ0290'HIGHWAY AND A DRIVEWAY NORTHEAST TO A WHITE FRAME HOUSE, 164
 GZ0290'FEET SOUTH OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF
 GZ0290'A 24-INCH PIPE CULVERT, 50 FEET SOUTHWEST OF THE CENTER LINE
 GZ0290'OF THE HIGHWAY, 17 FEET WEST OF A 12-INCH PINE TREE THAT IS
 GZ0290'MARKED WITH A TRIANGULAR BLAZE, 42 FEET SOUTHEAST OF A 12-INCH
 GZ0290'FORKED HICKORY TREE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 GZ0290'POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY AND IN THE TOP OF A
 GZ0290'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THE HIGHWAY FROM
 GZ0290'VICTORY IS NOW STATE HIGHWAY 490.
 GZ0290
 GZ0290                          STATION RECOVERY (1957)
 GZ0290
 GZ0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0290'RECOVERED IN GOOD CONDITION.
 GZ0290
 GZ0290                          STATION RECOVERY (2005)
 GZ0290
 GZ0290'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2642 ***********************************************************************
 GY2642  DESIGNATION -  B 183
 GY2642  PID         -  GY2642
 GY2642  STATE/COUNTY-  KY/CLAY
 GY2642  USGS QUAD   -  PORTERSBURG (1979)
 GY2642
 GY2642                         *CURRENT SURVEY CONTROL
 GY2642  ___________________________________________________________________
 GY2642* NAD 83(1986)-  37 12 48.     (N)    083 56 46.     (W)     SCALED    
 GY2642* NAVD 88     -       315.090  (meters)    1033.76   (feet)  ADJUSTED  
 GY2642  ___________________________________________________________________
 GY2642  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GY2642  DYNAMIC HT  -         314.839 (meters)    1032.93  (feet)  COMP
 GY2642  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 GY2642
 GY2642  VERT ORDER  -  SECOND    CLASS 0
 GY2642
 GY2642.The horizontal coordinates were scaled from a topographic map and have
 GY2642.an estimated accuracy of +/- 6 seconds.
 GY2642
 GY2642.The orthometric height was determined by differential leveling
 GY2642.and adjusted by the National Geodetic Survey in June 1991..
 GY2642
 GY2642.The geoid height was determined by GEOID03.
 GY2642
 GY2642.The dynamic height is computed by dividing the NAVD 88
 GY2642.geopotential number by the normal gravity value computed on the
 GY2642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2642.degrees latitude (g = 980.6199 gals.).
 GY2642
 GY2642.The modeled gravity was interpolated from observed gravity values.
 GY2642
 GY2642;                    North         East    Units  Estimated Accuracy
 GY2642;SPC KY1Z     - 1,099,210.    1,660,100.      MT  (+/- 180 meters Scaled)
 GY2642
 GY2642                          SUPERSEDED SURVEY CONTROL
 GY2642
 GY2642  NGVD 29 (??/??/92)  315.243  (m)         1034.26   (f) ADJ UNCH    2 0
 GY2642
 GY2642.Superseded values are not recommended for survey control.
 GY2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2642.See file dsdata.txt to determine how the superseded data were derived.
 GY2642
 GY2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB385226(NAD 83)
 GY2642_MARKER: DB = BENCH MARK DISK
 GY2642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2642_SP_SET: CULVERT
 GY2642_STAMPING: B 183 1950 1034.260
 GY2642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2642
 GY2642  HISTORY     - Date     Condition        Report By
 GY2642  HISTORY     - 1950     MONUMENTED       CGS
 GY2642  HISTORY     - 1957     GOOD             NGS
 GY2642
 GY2642                          STATION DESCRIPTION
 GY2642
 GY2642'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2642'2.6 MI NE FROM LANGNAU.
 GY2642'ABOUT 2.55 MILES NORTHEAST ALONG STATE HIGHWAY 472 FROM THE POST
 GY2642'OFFICE AT LANGNAU, ABOUT 2.15 MILES SOUTHWEST OF THE POST OFFICE
 GY2642'AT BENGE, ABOUT 0.65 MILE NORTHEAST OF A BRIDGE OVER ROCKCASTLE
 GY2642'RIVER AND THE JUNCTION OF STATE HIGHWAY 585 LEADING NORTH, ABOUT
 GY2642'0.3 MILE SOUTH OF A SMALL CEMETERY, SET IN THE TOP OF THE NORTH
 GY2642'END OF THE WEST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT,
 GY2642'13 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 GY2642'LEVEL WITH THE HIGHWAY.
 GY2642
 GY2642                          STATION RECOVERY (1957)
 GY2642
 GY2642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0303 ***********************************************************************
 GZ0303  DESIGNATION -  B 184
 GZ0303  PID         -  GZ0303
 GZ0303  STATE/COUNTY-  KY/JACKSON
 GZ0303  USGS QUAD   -  PARROT (1976)
 GZ0303
 GZ0303                         *CURRENT SURVEY CONTROL
 GZ0303  ___________________________________________________________________
 GZ0303* NAD 83(1986)-  37 19 16.     (N)    084 02 27.     (W)     SCALED    
 GZ0303* NAVD 88     -       386.892  (meters)    1269.33   (feet)  ADJUSTED  
 GZ0303  ___________________________________________________________________
 GZ0303  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GZ0303  DYNAMIC HT  -         386.587 (meters)    1268.33  (feet)  COMP
 GZ0303  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 GZ0303
 GZ0303  VERT ORDER  -  SECOND    CLASS 0
 GZ0303
 GZ0303.The horizontal coordinates were scaled from a topographic map and have
 GZ0303.an estimated accuracy of +/- 6 seconds.
 GZ0303
 GZ0303.The orthometric height was determined by differential leveling
 GZ0303.and adjusted by the National Geodetic Survey in June 1991..
 GZ0303
 GZ0303.The geoid height was determined by GEOID03.
 GZ0303
 GZ0303.The dynamic height is computed by dividing the NAVD 88
 GZ0303.geopotential number by the normal gravity value computed on the
 GZ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0303.degrees latitude (g = 980.6199 gals.).
 GZ0303
 GZ0303.The modeled gravity was interpolated from observed gravity values.
 GZ0303
 GZ0303;                    North         East    Units  Estimated Accuracy
 GZ0303;SPC KY1Z     - 1,111,010.    1,651,480.      MT  (+/- 180 meters Scaled)
 GZ0303
 GZ0303                          SUPERSEDED SURVEY CONTROL
 GZ0303
 GZ0303  NGVD 29 (??/??/92)  387.048  (m)         1269.84   (f) ADJ UNCH    2 0
 GZ0303
 GZ0303.Superseded values are not recommended for survey control.
 GZ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0303.See file dsdata.txt to determine how the superseded data were derived.
 GZ0303
 GZ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG622346(NAD 83)
 GZ0303_MARKER: DB = BENCH MARK DISK
 GZ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0303_STAMPING: B 184 1950 1269.840
 GZ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0303+STABILITY: SURFACE MOTION
 GZ0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0303+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 GZ0303
 GZ0303  HISTORY     - Date     Condition        Report By
 GZ0303  HISTORY     - 1950     MONUMENTED       CGS
 GZ0303  HISTORY     - 1957     GOOD             NGS
 GZ0303  HISTORY     - 20050425 GOOD             KYTC
 GZ0303
 GZ0303                          STATION DESCRIPTION
 GZ0303
 GZ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0303'1 MI SE FROM PARROT.
 GZ0303'ABOUT 1.05 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GZ0303'AT PARROT, AT A STONE HOUSE, ON THE OUTSIDE OF A CURVE IN THE
 GZ0303'ROAD WITH TANGENTS EXTENDING WEST AND NORTHEAST, 92 FEET NORTHWEST
 GZ0303'OF A POWER POLE, 73 1/2 FEET NORTH OF THE NORTH CORNER OF
 GZ0303'HOUSE, 29 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 GZ0303'16 1/2 FEET SOUTHEAST OF THE NORTHEAST END OF A 12-INCH CONCRETE
 GZ0303'PIPE CULVERT UNDER DRIVE WAY, 10 FEET SOUTHEAST OF A FENCE CORNER,
 GZ0303'1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ0303'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ0303'PROJECTING 4 INCHES.
 GZ0303
 GZ0303                          STATION RECOVERY (1957)
 GZ0303
 GZ0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0303'RECOVERED IN GOOD CONDITION.
 GZ0303
 GZ0303                          STATION RECOVERY (2005)
 GZ0303
 GZ0303'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2629 ***********************************************************************
 GY2629  DESIGNATION -  B 185
 GY2629  PID         -  GY2629
 GY2629  STATE/COUNTY-  KY/JACKSON
 GY2629  USGS QUAD   -  TYNER (1976)
 GY2629
 GY2629                         *CURRENT SURVEY CONTROL
 GY2629  ___________________________________________________________________
 GY2629* NAD 83(1986)-  37 15 40.     (N)    083 55 39.     (W)     SCALED    
 GY2629* NAVD 88     -       318.785  (meters)    1045.88   (feet)  ADJUSTED  
 GY2629  ___________________________________________________________________
 GY2629  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GY2629  DYNAMIC HT  -         318.531 (meters)    1045.05  (feet)  COMP
 GY2629  MODELED GRAV-     979,823.7   (mgal)                       NAVD 88
 GY2629
 GY2629  VERT ORDER  -  SECOND    CLASS 0
 GY2629
 GY2629.The horizontal coordinates were scaled from a topographic map and have
 GY2629.an estimated accuracy of +/- 6 seconds.
 GY2629
 GY2629.The orthometric height was determined by differential leveling
 GY2629.and adjusted by the National Geodetic Survey in June 1991..
 GY2629
 GY2629.The geoid height was determined by GEOID03.
 GY2629
 GY2629.The dynamic height is computed by dividing the NAVD 88
 GY2629.geopotential number by the normal gravity value computed on the
 GY2629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2629.degrees latitude (g = 980.6199 gals.).
 GY2629
 GY2629.The modeled gravity was interpolated from observed gravity values.
 GY2629
 GY2629;                    North         East    Units  Estimated Accuracy
 GY2629;SPC KY1Z     - 1,104,550.    1,661,650.      MT  (+/- 180 meters Scaled)
 GY2629
 GY2629                          SUPERSEDED SURVEY CONTROL
 GY2629
 GY2629  NGVD 29 (??/??/92)  318.936  (m)         1046.38   (f) ADJ UNCH    2 0
 GY2629
 GY2629.Superseded values are not recommended for survey control.
 GY2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2629.See file dsdata.txt to determine how the superseded data were derived.
 GY2629
 GY2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB403278(NAD 83)
 GY2629_MARKER: DB = BENCH MARK DISK
 GY2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2629_STAMPING: B 185 1950 1046.376
 GY2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2629+STABILITY: SURFACE MOTION
 GY2629
 GY2629  HISTORY     - Date     Condition        Report By
 GY2629  HISTORY     - 1950     MONUMENTED       CGS
 GY2629  HISTORY     - 1957     GOOD             NGS
 GY2629
 GY2629                          STATION DESCRIPTION
 GY2629
 GY2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2629'3.4 MI NW FROM BENGE.
 GY2629'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 472 FROM THE POST OFFICE
 GY2629'AT BENGE, THENCE ABOUT 2.2 MILES NORTH ALONG A GRAVEL ROAD, THENCE
 GY2629'ABOUT 1.0 MILE WEST AND NORTHWEST ALONG A GRAVEL ROAD, ABOUT 0.6
 GY2629'MILE NORTHWEST OF THE POST OFFICE AT DATHA, AT A 1 1/2-STORY
 GY2629'WHITE FRAME HOUSE, ABOUT 170 FEET WEST OF A DIM CROSSROAD, 162
 GY2629'FEET NORTHWEST AND ACROSS ROAD FROM THE NORTHWEST CORNER OF
 GY2629'HOUSE, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD, 31 FEET
 GY2629'WEST OF THE SOUTHWEST CORNER OF A BARN, 14 1/2 FEET NORTHEAST
 GY2629'OF THE NORTHEAST CORNER OF A CRIB, 6 FEET NORTHEAST OF A 24-INCH
 GY2629'WILK CHERRY TREE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 GY2629'ABOUT 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GY2629'POST PROJECTING 2 INCHES.
 GY2629
 GY2629                          STATION RECOVERY (1957)
 GY2629
 GY2629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2577 ***********************************************************************
 GY2577  DESIGNATION -  B 186
 GY2577  PID         -  GY2577
 GY2577  STATE/COUNTY-  KY/CLAY
 GY2577  USGS QUAD   -  MAULDEN (1979)
 GY2577
 GY2577                         *CURRENT SURVEY CONTROL
 GY2577  ___________________________________________________________________
 GY2577* NAD 83(1986)-  37 19 13.     (N)    083 46 05.     (W)     SCALED    
 GY2577* NAVD 88     -       239.804  (meters)     786.76   (feet)  ADJUSTED  
 GY2577  ___________________________________________________________________
 GY2577  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GY2577  DYNAMIC HT  -         239.616 (meters)     786.14  (feet)  COMP
 GY2577  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 GY2577
 GY2577  VERT ORDER  -  SECOND    CLASS 0
 GY2577
 GY2577.The horizontal coordinates were scaled from a topographic map and have
 GY2577.an estimated accuracy of +/- 6 seconds.
 GY2577
 GY2577.The orthometric height was determined by differential leveling
 GY2577.and adjusted by the National Geodetic Survey in June 1991..
 GY2577
 GY2577.The geoid height was determined by GEOID03.
 GY2577
 GY2577.The dynamic height is computed by dividing the NAVD 88
 GY2577.geopotential number by the normal gravity value computed on the
 GY2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2577.degrees latitude (g = 980.6199 gals.).
 GY2577
 GY2577.The modeled gravity was interpolated from observed gravity values.
 GY2577
 GY2577;                    North         East    Units  Estimated Accuracy
 GY2577;SPC KY1Z     - 1,111,400.    1,675,650.      MT  (+/- 180 meters Scaled)
 GY2577
 GY2577                          SUPERSEDED SURVEY CONTROL
 GY2577
 GY2577  NGVD 29 (??/??/92)  239.965  (m)          787.29   (f) ADJ UNCH    2 0
 GY2577
 GY2577.Superseded values are not recommended for survey control.
 GY2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2577.See file dsdata.txt to determine how the superseded data were derived.
 GY2577
 GY2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB547339(NAD 83)
 GY2577_MARKER: DB = BENCH MARK DISK
 GY2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2577_STAMPING: B 186 1950 787.285
 GY2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2577+STABILITY: SURFACE MOTION
 GY2577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2577+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2001
 GY2577
 GY2577  HISTORY     - Date     Condition        Report By
 GY2577  HISTORY     - 1950     MONUMENTED       CGS
 GY2577  HISTORY     - 1957     GOOD             NGS
 GY2577  HISTORY     - 20010829 GOOD             KYDT
 GY2577
 GY2577                          STATION DESCRIPTION
 GY2577
 GY2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2577'3.5 MI S FROM ISLAND CITY.
 GY2577'ABOUT 3.5 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GY2577'ISLAND CITY, ABOUT 3.35 MILES NORTH OF THE POST OFFICE AT
 GY2577'CHESTNUTBURG, AT THE JUNCTION OF A ROAD EAST, 131 FEET SOUTHEAST
 GY2577'OF THE CENTER OF THE JUNCTION, 100 1/2 FEET SOUTH OF THE SOUTHWEST
 GY2577'CORNER OF THE R.H. BOWMANS GROCERY STORE, 58 1/2 FEET WEST OF THE
 GY2577'NORTHWEST CORNER OF A HOUSE, 35 FEET EAST OF THE CENTER LINE OF
 GY2577'THE ROAD, 5 1/2 FEET SOUTH OF A POWER POLE, 1 FOOT WEST OF A FENCE
 GY2577'LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 GY2577'FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GY2577'PROJECTING 5 INCHES.
 GY2577
 GY2577                          STATION RECOVERY (1957)
 GY2577
 GY2577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2577'RECOVERED IN GOOD CONDITION.
 GY2577
 GY2577                          STATION RECOVERY (2001)
 GY2577
 GY2577'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY2577'GROCERY AND HOUSE NO LONGER AT LOCATION, 34 FEET EAST OF CENTERLINE OF
 GY2577'KY 1350, 37.4 FEET SOUTHEAST OF A 16 INCH TRIPLE ELM TREE, 38 FEET
 GY2577'NORTHEAST OF A 36 INCH DOUBLE WALNUT TREE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2460 ***********************************************************************
 GY2460  DESIGNATION -  B 187
 GY2460  PID         -  GY2460
 GY2460  STATE/COUNTY-  KY/LESLIE
 GY2460  USGS QUAD   -  BIG CREEK (1979)
 GY2460
 GY2460                         *CURRENT SURVEY CONTROL
 GY2460  ___________________________________________________________________
 GY2460* NAD 83(1986)-  37 09 22.     (N)    083 30 22.     (W)     SCALED    
 GY2460* NAVD 88     -       290.520  (meters)     953.15   (feet)  ADJUSTED  
 GY2460  ___________________________________________________________________
 GY2460  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GY2460  DYNAMIC HT  -         290.283 (meters)     952.37  (feet)  COMP
 GY2460  MODELED GRAV-     979,806.0   (mgal)                       NAVD 88
 GY2460
 GY2460  VERT ORDER  -  SECOND    CLASS 0
 GY2460
 GY2460.The horizontal coordinates were scaled from a topographic map and have
 GY2460.an estimated accuracy of +/- 6 seconds.
 GY2460
 GY2460.The orthometric height was determined by differential leveling
 GY2460.and adjusted by the National Geodetic Survey in June 1991..
 GY2460
 GY2460.The geoid height was determined by GEOID03.
 GY2460
 GY2460.The dynamic height is computed by dividing the NAVD 88
 GY2460.geopotential number by the normal gravity value computed on the
 GY2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2460.degrees latitude (g = 980.6199 gals.).
 GY2460
 GY2460.The modeled gravity was interpolated from observed gravity values.
 GY2460
 GY2460;                    North         East    Units  Estimated Accuracy
 GY2460;SPC KY1Z     - 1,093,710.    1,699,300.      MT  (+/- 180 meters Scaled)
 GY2460
 GY2460                          SUPERSEDED SURVEY CONTROL
 GY2460
 GY2460  NGVD 29 (??/??/92)  290.68   (m)          953.7    (f) COMPUTED    2 0
 GY2460
 GY2460.Superseded values are not recommended for survey control.
 GY2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2460.See file dsdata.txt to determine how the superseded data were derived.
 GY2460
 GY2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB774151(NAD 83)
 GY2460_MARKER: DB = BENCH MARK DISK
 GY2460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2460_SP_SET: CULVERT
 GY2460_STAMPING: B 187 1950 953.660
 GY2460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2460+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 GY2460
 GY2460  HISTORY     - Date     Condition        Report By
 GY2460  HISTORY     - 1950     MONUMENTED       CGS
 GY2460  HISTORY     - 1957     GOOD             NGS
 GY2460  HISTORY     - 20020328 GOOD             KYDT
 GY2460
 GY2460                          STATION DESCRIPTION
 GY2460
 GY2460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2460'4.1 MI E FROM BIG CREEK.
 GY2460'4.1 MILES EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE AT
 GY2460'BIG CREEK, 0.05 MILE WEST OF A ROAD NORTH UPHILL, AT THE JUNCTION
 GY2460'OF A ROAD SOUTH, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 GY2460'HEAD WALL OF A 36-FOOT CONCRETE CULVERT WITH TWO PARTITIONS, 17
 GY2460'FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 27 FEET EAST OF THE
 GY2460'CENTER OF ROAD SOUTH, ABOUT 1 FOOT LOWER THAN HIGHWAY.
 GY2460
 GY2460                          STATION RECOVERY (2002)
 GY2460
 GY2460'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2743 ***********************************************************************
 GY2743  DESIGNATION -  B 188
 GY2743  PID         -  GY2743
 GY2743  STATE/COUNTY-  KY/CLAY
 GY2743  USGS QUAD   -  BIG CREEK (1979)
 GY2743
 GY2743                         *CURRENT SURVEY CONTROL
 GY2743  ___________________________________________________________________
 GY2743* NAD 83(1986)-  37 14 42.     (N)    083 33 37.     (W)     SCALED    
 GY2743* NAVD 88     -       282.338  (meters)     926.30   (feet)  ADJUSTED  
 GY2743  ___________________________________________________________________
 GY2743  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GY2743  DYNAMIC HT  -         282.112 (meters)     925.56  (feet)  COMP
 GY2743  MODELED GRAV-     979,822.5   (mgal)                       NAVD 88
 GY2743
 GY2743  VERT ORDER  -  SECOND    CLASS 0
 GY2743
 GY2743.The horizontal coordinates were scaled from a topographic map and have
 GY2743.an estimated accuracy of +/- 6 seconds.
 GY2743
 GY2743.The orthometric height was determined by differential leveling
 GY2743.and adjusted by the National Geodetic Survey in June 1991..
 GY2743
 GY2743.The geoid height was determined by GEOID03.
 GY2743
 GY2743.The dynamic height is computed by dividing the NAVD 88
 GY2743.geopotential number by the normal gravity value computed on the
 GY2743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2743.degrees latitude (g = 980.6199 gals.).
 GY2743
 GY2743.The modeled gravity was interpolated from observed gravity values.
 GY2743
 GY2743;                    North         East    Units  Estimated Accuracy
 GY2743;SPC KY1Z     - 1,103,460.    1,694,260.      MT  (+/- 180 meters Scaled)
 GY2743
 GY2743                          SUPERSEDED SURVEY CONTROL
 GY2743
 GY2743  NGVD 29 (??/??/92)  282.497  (m)          926.83   (f) ADJ UNCH    2 0
 GY2743
 GY2743.Superseded values are not recommended for survey control.
 GY2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2743.See file dsdata.txt to determine how the superseded data were derived.
 GY2743
 GY2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB729251(NAD 83)
 GY2743_MARKER: DB = BENCH MARK DISK
 GY2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2743_STAMPING: B 188 1950 926.826
 GY2743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2743+STABILITY: SURFACE MOTION
 GY2743
 GY2743  HISTORY     - Date     Condition        Report By
 GY2743  HISTORY     - 1950     MONUMENTED       CGS
 GY2743  HISTORY     - 1957     GOOD             NGS
 GY2743  HISTORY     - 20020328 MARK NOT FOUND   KYDT
 GY2743
 GY2743                          STATION DESCRIPTION
 GY2743
 GY2743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2743'2 MI W FROM PANCO.
 GY2743'1.95 MILES WEST ALONG A ROAD FROM THE ROAD JUNCTION AT PANCO,
 GY2743'203 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF FAIRVIEW SCHOOL
 GY2743'BUILDING, 102 FEET WEST AND ACROSS ROAD FROM THE NORTHWEST CORNER
 GY2743'OF A STORE, 43 FEET WEST OF THE NORTHWEST END OF AN 18-INCH PIPE
 GY2743'CULVERT, 41 FEET NORTHWEST OF THE CENTER OF ROAD, 13.4 FEET SOUTH
 GY2743'OF SOUTHWEST CORNER OF A BARN, ABOUT 0.4 FOOT, SOUTH OF THE LINE
 GY2743'OF SOUTH WALL OF BARN, 14.5 FEET WEST OF A NORTH - SOUTH FENCE,
 GY2743'15 FEET NORTH OF RIGHT-OF-WAY FENCE, IN THE SOUTHEAST CORNER OF A
 GY2743'BARN LOT AND ABOUT 22.7 NORTHWEST OF BARN LOT FENCE CORNER, ABOUT
 GY2743'4 FEET ABOVE THE LEVEL OF ROAD, SET IN THE TOP OF A CONCRETE
 GY2743'POST 16 INCHES UNDERGROUND WITH A CONCRETE TILE PLACED OVER
 GY2743'MARK.
 GY2743
 GY2743                          STATION RECOVERY (2002)
 GY2743
 GY2743'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2433 ***********************************************************************
 GY2433  DESIGNATION -  B 189
 GY2433  PID         -  GY2433
 GY2433  STATE/COUNTY-  KY/CLAY
 GY2433  USGS QUAD   -  HIMA (1979)
 GY2433
 GY2433                         *CURRENT SURVEY CONTROL
 GY2433  ___________________________________________________________________
 GY2433* NAD 83(1986)-  37 06 19.     (N)    083 49 53.     (W)     SCALED    
 GY2433* NAVD 88     -       273.699  (meters)     897.96   (feet)  ADJUSTED  
 GY2433  ___________________________________________________________________
 GY2433  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GY2433  DYNAMIC HT  -         273.481 (meters)     897.25  (feet)  COMP
 GY2433  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 GY2433
 GY2433  VERT ORDER  -  SECOND    CLASS 0
 GY2433
 GY2433.The horizontal coordinates were scaled from a topographic map and have
 GY2433.an estimated accuracy of +/- 6 seconds.
 GY2433
 GY2433.The orthometric height was determined by differential leveling
 GY2433.and adjusted by the National Geodetic Survey in June 1991..
 GY2433
 GY2433.The geoid height was determined by GEOID03.
 GY2433
 GY2433.The dynamic height is computed by dividing the NAVD 88
 GY2433.geopotential number by the normal gravity value computed on the
 GY2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2433.degrees latitude (g = 980.6199 gals.).
 GY2433
 GY2433.The modeled gravity was interpolated from observed gravity values.
 GY2433
 GY2433;                    North         East    Units  Estimated Accuracy
 GY2433;SPC KY1Z     - 1,087,430.    1,670,530.      MT  (+/- 180 meters Scaled)
 GY2433
 GY2433                          SUPERSEDED SURVEY CONTROL
 GY2433
 GY2433  NGVD 29 (??/??/92)  273.856  (m)          898.48   (f) ADJ UNCH    2 0
 GY2433
 GY2433.Superseded values are not recommended for survey control.
 GY2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2433.See file dsdata.txt to determine how the superseded data were derived.
 GY2433
 GY2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB483103(NAD 83)
 GY2433_MARKER: DB = BENCH MARK DISK
 GY2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2433_STAMPING: B 189 1950
 GY2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2433+STABILITY: SURFACE MOTION
 GY2433
 GY2433  HISTORY     - Date     Condition        Report By
 GY2433  HISTORY     - 1950     MONUMENTED       CGS
 GY2433  HISTORY     - 1957     GOOD             NGS
 GY2433
 GY2433                          STATION DESCRIPTION
 GY2433
 GY2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2433'2.8 MI W FROM SIBERT.
 GY2433'ABOUT 2.8 MILES WEST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GY2433'AT SIBERT, AT A TENANT HOUSE OWNED BY MILLARD ROOT, 109 FEET
 GY2433'SOUTHEAST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NO. 550,
 GY2433'43 1/2 FEET SOUTHEAST OF THE EAST END OF THE SOUTH HEAD WALL OF
 GY2433'A 4-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY, 41 FEET SOUTH OF
 GY2433'THE CENTER LINE OF THE HIGHWAY, 18 1/2 FEET NORTHEAST OF THE
 GY2433'NORTHEAST CORNER OF THE TENANT HOUSE, 2 FEET WEST OF A FENCE
 GY2433'CORNER, ABOUT 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 GY2433'CONCRETE POST PROJECTING 5 INCHES.  NOTE-- A NEW HOUSE HAS BEEN
 GY2433'BUILT AND THE YARD FILLED TO THE LEVEL OF THE HIGHWAY.  A 6-INCH
 GY2433'TILE IS PLACED OVER THE MARK TO GIVE ACCESS.
 GY2433
 GY2433                          STATION RECOVERY (1957)
 GY2433
 GY2433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0898 ***********************************************************************
 HA0898  DESIGNATION -  B 19
 HA0898  PID         -  HA0898
 HA0898  STATE/COUNTY-  KY/CALDWELL
 HA0898  USGS QUAD   -  PRINCETON WEST (1967)
 HA0898
 HA0898                         *CURRENT SURVEY CONTROL
 HA0898  ___________________________________________________________________
 HA0898* NAD 83(1986)-  37 06 02.     (N)    087 56 55.     (W)     SCALED    
 HA0898* NAVD 88     -       163.890  (meters)     537.70   (feet)  ADJUSTED  
 HA0898  ___________________________________________________________________
 HA0898  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HA0898  DYNAMIC HT  -         163.766 (meters)     537.29  (feet)  COMP
 HA0898  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 HA0898
 HA0898  VERT ORDER  -  FIRST     CLASS I
 HA0898
 HA0898.The horizontal coordinates were scaled from a topographic map and have
 HA0898.an estimated accuracy of +/- 6 seconds.
 HA0898
 HA0898.The orthometric height was determined by differential leveling
 HA0898.and adjusted by the National Geodetic Survey in June 1991..
 HA0898
 HA0898.The geoid height was determined by GEOID03.
 HA0898
 HA0898.The dynamic height is computed by dividing the NAVD 88
 HA0898.geopotential number by the normal gravity value computed on the
 HA0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0898.degrees latitude (g = 980.6199 gals.).
 HA0898
 HA0898.The modeled gravity was interpolated from observed gravity values.
 HA0898
 HA0898;                    North         East    Units  Estimated Accuracy
 HA0898;SPC KY1Z     - 1,087,450.    1,304,580.      MT  (+/- 180 meters Scaled)
 HA0898
 HA0898                          SUPERSEDED SURVEY CONTROL
 HA0898
 HA0898  NGVD 29 (??/??/92)  163.949  (m)          537.89   (f) ADJ UNCH    1 1
 HA0898
 HA0898.Superseded values are not recommended for survey control.
 HA0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0898.See file dsdata.txt to determine how the superseded data were derived.
 HA0898
 HA0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG157064(NAD 83)
 HA0898_MARKER: DB = BENCH MARK DISK
 HA0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0898_STAMPING: B 19 1934
 HA0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0898+STABILITY: SURFACE MOTION
 HA0898
 HA0898  HISTORY     - Date     Condition        Report By
 HA0898  HISTORY     - 1934     MONUMENTED       CGS
 HA0898  HISTORY     - 1968     GOOD             NGS
 HA0898
 HA0898                          STATION DESCRIPTION
 HA0898
 HA0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0898'3.9 MI W FROM PRINCETON.
 HA0898'ABOUT 0.2 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS
 HA0898'STATE HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL COUNTY COURTHOUSE
 HA0898'AT PRINCETON TO THE ILLINOIS CENTRAL RAILROAD OVERPASS, THENCE
 HA0898'0.5 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD TO A
 HA0898'RAILROAD JUNCTION, THENCE 3.2 MILES WEST ALONG THE ILLINOIS CENTRAL
 HA0898'RAILROAD, 56 FEET NORTHWEST OF THE CENTER OF A CROSSING OF THE
 HA0898'RAILROAD AND A GRAVELED ROAD, 35 FEET NORTH OF THE NORTH RAIL OF
 HA0898'THE NORTH TRACK, 33 FEET WEST OF THE CENTERLINE OF THE ROAD, 65
 HA0898'FEET NORTH AND ACROSS THE TRACK FROM A TELEPHONE BOOTH, 40 FEET
 HA0898'SOUTHWEST OF A CORNER FENCE POST, 1.6 FEET WEST OF A METAL WITNESS
 HA0898'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 HA0898'POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2768 ***********************************************************************
 GY2768  DESIGNATION -  B 190
 GY2768  PID         -  GY2768
 GY2768  STATE/COUNTY-  KY/CLAY
 GY2768  USGS QUAD   -  HIMA (1979)
 GY2768
 GY2768                         *CURRENT SURVEY CONTROL
 GY2768  ___________________________________________________________________
 GY2768* NAD 83(1986)-  37 01 02.     (N)    083 47 03.     (W)     SCALED    
 GY2768* NAVD 88     -       409.955  (meters)    1344.99   (feet)  ADJUSTED  
 GY2768  ___________________________________________________________________
 GY2768  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GY2768  DYNAMIC HT  -         409.626 (meters)    1343.91  (feet)  COMP
 GY2768  MODELED GRAV-     979,814.6   (mgal)                       NAVD 88
 GY2768
 GY2768  VERT ORDER  -  SECOND    CLASS 0
 GY2768
 GY2768.The horizontal coordinates were scaled from a topographic map and have
 GY2768.an estimated accuracy of +/- 6 seconds.
 GY2768
 GY2768.The orthometric height was determined by differential leveling
 GY2768.and adjusted by the National Geodetic Survey in June 1991..
 GY2768
 GY2768.The geoid height was determined by GEOID03.
 GY2768
 GY2768.The dynamic height is computed by dividing the NAVD 88
 GY2768.geopotential number by the normal gravity value computed on the
 GY2768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2768.degrees latitude (g = 980.6199 gals.).
 GY2768
 GY2768.The modeled gravity was interpolated from observed gravity values.
 GY2768
 GY2768;                    North         East    Units  Estimated Accuracy
 GY2768;SPC KY1Z     - 1,077,750.    1,674,930.      MT  (+/- 180 meters Scaled)
 GY2768
 GY2768                          SUPERSEDED SURVEY CONTROL
 GY2768
 GY2768  NGVD 29 (??/??/92)  410.114  (m)         1345.52   (f) ADJ UNCH    2 0
 GY2768
 GY2768.Superseded values are not recommended for survey control.
 GY2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2768.See file dsdata.txt to determine how the superseded data were derived.
 GY2768
 GY2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB523004(NAD 83)
 GY2768_MARKER: DB = BENCH MARK DISK
 GY2768_SETTING: 66 = SET IN ROCK OUTCROP
 GY2768_SP_SET: ROCK LEDGE
 GY2768_STAMPING: B 190 1950 1345.516
 GY2768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2768+STABILITY: POSITION/ELEVATION WELL
 GY2768
 GY2768  HISTORY     - Date     Condition        Report By
 GY2768  HISTORY     - 1950     MONUMENTED       CGS
 GY2768  HISTORY     - 1957     POOR             NGS
 GY2768
 GY2768                          STATION DESCRIPTION
 GY2768
 GY2768'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2768'5.2 MI NE FROM FOUNT.
 GY2768'ABOUT 2.35 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE
 GY2768'RAILROAD FROM THE ROAD CROSSING AT FOUNT, THENCE ABOUT 2.9 MILES
 GY2768'EAST AND NORTHEAST ALONG A ROUGH DIRT ROAD AND A DIM ROAD, SET
 GY2768'VERTICALLY IN FACE OF A SANDSTONE LEDGE ABOUT 20 BY 4 FEET,
 GY2768'34 FEET NORTH OF CENTER LINE OF TRAIL, 29 FEET NORTHEAST OF A
 GY2768'TRIANGULAR BLAZED 12-INCH OAK TREE, 23 1/2 FEET NORTH OF A
 GY2768'TRIANGULAR BLAZED 8-INCH HICKORY TREE AND ABOUT 12 FEET ABOVE
 GY2768'LEVEL OF TRAIL.
 GY2768
 GY2768                          STATION RECOVERY (1957)
 GY2768
 GY2768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2768'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0386 ***********************************************************************
 GB0386  DESIGNATION -  B 191
 GB0386  PID         -  GB0386
 GB0386  STATE/COUNTY-  KY/MCCREARY
 GB0386  USGS QUAD   -  SAWYER (1981)
 GB0386
 GB0386                         *CURRENT SURVEY CONTROL
 GB0386  ___________________________________________________________________
 GB0386* NAD 83(1986)-  36 56 15.     (N)    084 21 31.     (W)     SCALED    
 GB0386* NAVD 88     -       225.198  (meters)     738.84   (feet)  ADJUSTED  
 GB0386  ___________________________________________________________________
 GB0386  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GB0386  DYNAMIC HT  -         225.021 (meters)     738.26  (feet)  COMP
 GB0386  MODELED GRAV-     979,838.4   (mgal)                       NAVD 88
 GB0386
 GB0386  VERT ORDER  -  SECOND    CLASS 0
 GB0386
 GB0386.The horizontal coordinates were scaled from a topographic map and have
 GB0386.an estimated accuracy of +/- 6 seconds.
 GB0386
 GB0386.The orthometric height was determined by differential leveling
 GB0386.and adjusted by the National Geodetic Survey in June 1991..
 GB0386
 GB0386.The geoid height was determined by GEOID03.
 GB0386
 GB0386.The dynamic height is computed by dividing the NAVD 88
 GB0386.geopotential number by the normal gravity value computed on the
 GB0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0386.degrees latitude (g = 980.6199 gals.).
 GB0386
 GB0386.The modeled gravity was interpolated from observed gravity values.
 GB0386
 GB0386;                    North         East    Units  Estimated Accuracy
 GB0386;SPC KY1Z     - 1,067,980.    1,623,950.      MT  (+/- 180 meters Scaled)
 GB0386
 GB0386                          SUPERSEDED SURVEY CONTROL
 GB0386
 GB0386  NGVD 29 (??/??/92)  225.355  (m)          739.35   (f) ADJ UNCH    2 0
 GB0386
 GB0386.Superseded values are not recommended for survey control.
 GB0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0386.See file dsdata.txt to determine how the superseded data were derived.
 GB0386
 GB0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF352911(NAD 83)
 GB0386_MARKER: DB = BENCH MARK DISK
 GB0386_SETTING: 66 = SET IN ROCK OUTCROP
 GB0386_SP_SET: ROCK OUTCROP
 GB0386_STAMPING: B 191 1950 739.352
 GB0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0386+STABILITY: POSITION/ELEVATION WELL
 GB0386
 GB0386  HISTORY     - Date     Condition        Report By
 GB0386  HISTORY     - 1950     MONUMENTED       CGS
 GB0386  HISTORY     - 1957     POOR             NGS
 GB0386
 GB0386                          STATION DESCRIPTION
 GB0386
 GB0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0386'3.2 MI N FROM SAWYER.
 GB0386'ABOUT 0.85 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST
 GB0386'OFFICE AT SAWYER, THENCE ABOUT 2.3 MILES NORTH ALONG A DIRT
 GB0386'ROAD LEADING TO CUMBERLAND RIVER, AT A POINT WHERE FOREST SERVICE
 GB0386'TELEPHONE LINE CROSSES THE CUMBERLAND RIVER, SET IN THE TOP
 GB0386'OF THE SOUTHWEST CORNER OF A LARGE FLAT OUTCROP OF ROCK AT
 GB0386'OVERHANGING CLIFF OF ROCK, ABOVE HIGH WATER LINE OF WOLF CREEK
 GB0386'RESEVOIR ON CUMBERLAND RIVER, 1 1/2 FEET NORTHEAST OF THE
 GB0386'SOUTHWEST CORNER OF OUTCROP, 2 FEET WEST OF WEST EDGE OF ROCK
 GB0386'CLIFF AND ABOUT 15 FEET ABOVE HIGH WATER LINE.
 GB0386
 GB0386                          STATION RECOVERY (1957)
 GB0386
 GB0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0386'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0252 ***********************************************************************
 GB0252  DESIGNATION -  B 192
 GB0252  PID         -  GB0252
 GB0252  STATE/COUNTY-  KY/MCCREARY
 GB0252  USGS QUAD   -  WHITLEY CITY (1982)
 GB0252
 GB0252                         *CURRENT SURVEY CONTROL
 GB0252  ___________________________________________________________________
 GB0252* NAD 83(1986)-  36 43 23.     (N)    084 28 06.     (W)     SCALED    
 GB0252* NAVD 88     -       413.516  (meters)    1356.68   (feet)  ADJUSTED  
 GB0252  ___________________________________________________________________
 GB0252  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GB0252  DYNAMIC HT  -         413.184 (meters)    1355.59  (feet)  COMP
 GB0252  MODELED GRAV-     979,814.9   (mgal)                       NAVD 88
 GB0252
 GB0252  VERT ORDER  -  SECOND    CLASS 0
 GB0252
 GB0252.The horizontal coordinates were scaled from a topographic map and have
 GB0252.an estimated accuracy of +/- 6 seconds.
 GB0252
 GB0252.The orthometric height was determined by differential leveling
 GB0252.and adjusted by the National Geodetic Survey in June 1991..
 GB0252
 GB0252.The geoid height was determined by GEOID03.
 GB0252
 GB0252.The dynamic height is computed by dividing the NAVD 88
 GB0252.geopotential number by the normal gravity value computed on the
 GB0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0252.degrees latitude (g = 980.6199 gals.).
 GB0252
 GB0252.The modeled gravity was interpolated from observed gravity values.
 GB0252
 GB0252;                    North         East    Units  Estimated Accuracy
 GB0252;SPC KY1Z     - 1,044,040.    1,614,500.      MT  (+/- 180 meters Scaled)
 GB0252
 GB0252                          SUPERSEDED SURVEY CONTROL
 GB0252
 GB0252  NGVD 29 (??/??/92)  413.654  (m)         1357.13   (f) ADJ UNCH    2 0
 GB0252
 GB0252.Superseded values are not recommended for survey control.
 GB0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0252.See file dsdata.txt to determine how the superseded data were derived.
 GB0252
 GB0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF260671(NAD 83)
 GB0252_MARKER: DB = BENCH MARK DISK
 GB0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0252_STAMPING: B 192 1950 1357.130
 GB0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0252+STABILITY: SURFACE MOTION
 GB0252
 GB0252  HISTORY     - Date     Condition        Report By
 GB0252  HISTORY     - 1950     MONUMENTED       CGS
 GB0252  HISTORY     - 1957     GOOD             NGS
 GB0252  HISTORY     - 1977     POOR             USGS
 GB0252  HISTORY     - 19960619 POOR             KYDT
 GB0252
 GB0252                          STATION DESCRIPTION
 GB0252
 GB0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0252'AT WHITLEY CITY.
 GB0252'AT WHITLEY CITY, ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM
 GB0252'THE COURT HOUSE, THENCE ABOUT 0.1 MILE EAST ALONG A BLACK TOP ROAD,
 GB0252'SET IN THE SOUTHEAST CORNER OF THE YARD AT THE FIRST BAPTIST CHURCH,
 GB0252'26 FEET NORTH OF THE CENTER LINE OF THE ROAD, 71 FEET SOUTHEAST
 GB0252'OF THE SOUTHEAST CORNER OF CHURCH, 2 FEET NORTH OF A CONCRETE
 GB0252'RETAINING WALL, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF
 GB0252'A CONCRETE POST PROJECTING 3 INCHES.
 GB0252
 GB0252                          STATION RECOVERY (1957)
 GB0252
 GB0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0252'RECOVERED IN GOOD CONDITION.
 GB0252
 GB0252                          STATION RECOVERY (1977)
 GB0252
 GB0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0252'MARK RECOVERED IN POOR CONDITION.
 GB0252
 GB0252                          STATION RECOVERY (1996)
 GB0252
 GB0252'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0252'POST IS PROJECTING 1 FOOT AND LEANING SLIGHTLY SOUTHWEST, 50 FEET
 GB0252'SOUTHEAST OF SOUTHEAST CORNER OF CHURCH, MARK NOT LEVELED TO, USE WITH
 GB0252'CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0215 ***********************************************************************
 GB0215  DESIGNATION -  B 193
 GB0215  PID         -  GB0215
 GB0215  STATE/COUNTY-  KY/WHITLEY
 GB0215  USGS QUAD   -  SAXTON (1982)
 GB0215
 GB0215                         *CURRENT SURVEY CONTROL
 GB0215  ___________________________________________________________________
 GB0215* NAD 83(1986)-  36 44 31.     (N)    084 05 35.     (W)     SCALED    
 GB0215* NAVD 88     -       289.678  (meters)     950.39   (feet)  ADJUSTED  
 GB0215  ___________________________________________________________________
 GB0215  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 GB0215  DYNAMIC HT  -         289.436 (meters)     949.59  (feet)  COMP
 GB0215  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 GB0215
 GB0215  VERT ORDER  -  SECOND    CLASS 0
 GB0215
 GB0215.The horizontal coordinates were scaled from a topographic map and have
 GB0215.an estimated accuracy of +/- 6 seconds.
 GB0215
 GB0215.The orthometric height was determined by differential leveling
 GB0215.and adjusted by the National Geodetic Survey in June 1991..
 GB0215
 GB0215.The geoid height was determined by GEOID03.
 GB0215
 GB0215.The dynamic height is computed by dividing the NAVD 88
 GB0215.geopotential number by the normal gravity value computed on the
 GB0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0215.degrees latitude (g = 980.6199 gals.).
 GB0215
 GB0215.The modeled gravity was interpolated from observed gravity values.
 GB0215
 GB0215;                    North         East    Units  Estimated Accuracy
 GB0215;SPC KY1Z     - 1,046,670.    1,647,990.      MT  (+/- 180 meters Scaled)
 GB0215
 GB0215                          SUPERSEDED SURVEY CONTROL
 GB0215
 GB0215  NGVD 29 (??/??/92)  289.830  (m)          950.88   (f) ADJ UNCH    2 0
 GB0215
 GB0215.Superseded values are not recommended for survey control.
 GB0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0215.See file dsdata.txt to determine how the superseded data were derived.
 GB0215
 GB0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF595701(NAD 83)
 GB0215_MARKER: DB = BENCH MARK DISK
 GB0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0215_STAMPING: B 193 1950 950.884
 GB0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0215+STABILITY: SURFACE MOTION
 GB0215
 GB0215  HISTORY     - Date     Condition        Report By
 GB0215  HISTORY     - 1950     MONUMENTED       CGS
 GB0215  HISTORY     - 1957     GOOD             NGS
 GB0215  HISTORY     - 1975     GOOD             NGS
 GB0215
 GB0215                          STATION DESCRIPTION
 GB0215
 GB0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0215'6.8 MI E FROM WILLIAMSBURG.
 GB0215'ABOUT 6.75 MILES EAST ALONG STATE HIGHWAY 92 FROM THE COURT HOUSE
 GB0215'AT WILLIAMSBURG, ABOUT 0.6 MILE EAST OF THE JUNCTION OF A BLACK
 GB0215'TOP ROAD SOUTHEAST OF GATLIFF, SET ALONG A HIGH BANK NORTHEAST OF
 GB0215'HIGHWAY, 43 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, 55 FEET
 GB0215'SOUTHEAST OF THE EAST CORNER OF A SMALL HOUSE, 17 FEET NORTHWEST
 GB0215'OF A SMALL SPRING, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GB0215'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB0215'PROJECTING 6 INCHES.
 GB0215
 GB0215                          STATION RECOVERY (1957)
 GB0215
 GB0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0215'RECOVERED IN GOOD CONDITION.
 GB0215
 GB0215                          STATION RECOVERY (1975)
 GB0215
 GB0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GB0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0295 ***********************************************************************
 GB0295  DESIGNATION -  B 194
 GB0295  PID         -  GB0295
 GB0295  STATE/COUNTY-  KY/WHITLEY
 GB0295  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0295
 GB0295                         *CURRENT SURVEY CONTROL
 GB0295  ___________________________________________________________________
 GB0295* NAD 83(1986)-  36 44 51.     (N)    084 14 43.     (W)     SCALED    
 GB0295* NAVD 88     -       336.911  (meters)    1105.35   (feet)  ADJUSTED  
 GB0295  ___________________________________________________________________
 GB0295  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB0295  DYNAMIC HT  -         336.636 (meters)    1104.45  (feet)  COMP
 GB0295  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GB0295
 GB0295  VERT ORDER  -  SECOND    CLASS 0
 GB0295
 GB0295.The horizontal coordinates were scaled from a topographic map and have
 GB0295.an estimated accuracy of +/- 6 seconds.
 GB0295
 GB0295.The orthometric height was determined by differential leveling
 GB0295.and adjusted by the National Geodetic Survey in June 1991..
 GB0295
 GB0295.The geoid height was determined by GEOID03.
 GB0295
 GB0295.The dynamic height is computed by dividing the NAVD 88
 GB0295.geopotential number by the normal gravity value computed on the
 GB0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0295.degrees latitude (g = 980.6199 gals.).
 GB0295
 GB0295.The modeled gravity was interpolated from observed gravity values.
 GB0295
 GB0295;                    North         East    Units  Estimated Accuracy
 GB0295;SPC KY1Z     - 1,047,050.    1,634,390.      MT  (+/- 180 meters Scaled)
 GB0295
 GB0295                          SUPERSEDED SURVEY CONTROL
 GB0295
 GB0295  NGVD 29 (??/??/92)  337.059  (m)         1105.83   (f) ADJ UNCH    2 0
 GB0295
 GB0295.Superseded values are not recommended for survey control.
 GB0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0295.See file dsdata.txt to determine how the superseded data were derived.
 GB0295
 GB0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF459704(NAD 83)
 GB0295_MARKER: DB = BENCH MARK DISK
 GB0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0295_STAMPING: B 194 1951 1105.834
 GB0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0295+STABILITY: SURFACE MOTION
 GB0295
 GB0295  HISTORY     - Date     Condition        Report By
 GB0295  HISTORY     - 1951     MONUMENTED       CGS
 GB0295  HISTORY     - 1957     GOOD             NGS
 GB0295
 GB0295                          STATION DESCRIPTION
 GB0295
 GB0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0295'2.2 MI SW FROM RED BIRD.
 GB0295'ABOUT 1.6 MILES WEST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 GB0295'STATE HIGHWAY 204 AND THE CHURCH AND CEMETERY AT RED BIRD, THENCE
 GB0295'ABOUT 0.6 MILE SOUTHWEST ALONG AN OLD DIRT ROAD, AT THE TOP OF
 GB0295'A LONG CROOKED HILL, AT THE JUNCTION OF A FARM ROAD SOUTH, 40
 GB0295'FEET NORTH OF THE CENTER OF THE JUNCTION OF ROADS, 30 FEET
 GB0295'NORTH-NORTHEAST OF THE SOUTH ONE OF THREE BLACK OAK TREES ON
 GB0295'SAME BASE, ABOUT IN LINE WITH THE EXTENDED CENTER LINE OF
 GB0295'FARMROAD SOUTH, 2 FEET ABOVE THE JUNCTION AND SET IN THE TOP OF
 GB0295'A CONCRETE POST PROJECTING 4 INCHES.
 GB0295
 GB0295                          STATION RECOVERY (1957)
 GB0295
 GB0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0172 ***********************************************************************
 GB0172  DESIGNATION -  B 195
 GB0172  PID         -  GB0172
 GB0172  STATE/COUNTY-  KY/WHITLEY
 GB0172  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0172
 GB0172                         *CURRENT SURVEY CONTROL
 GB0172  ___________________________________________________________________
 GB0172* NAD 83(1986)-  36 38 28.     (N)    084 14 08.     (W)     SCALED    
 GB0172* NAVD 88     -       309.065  (meters)    1013.99   (feet)  ADJUSTED  
 GB0172  ___________________________________________________________________
 GB0172  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB0172  DYNAMIC HT  -         308.805 (meters)    1013.14  (feet)  COMP
 GB0172  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 GB0172
 GB0172  VERT ORDER  -  SECOND    CLASS 0
 GB0172
 GB0172.The horizontal coordinates were scaled from a topographic map and have
 GB0172.an estimated accuracy of +/- 6 seconds.
 GB0172
 GB0172.The orthometric height was determined by differential leveling
 GB0172.and adjusted by the National Geodetic Survey in June 1991..
 GB0172
 GB0172.The geoid height was determined by GEOID03.
 GB0172
 GB0172.The dynamic height is computed by dividing the NAVD 88
 GB0172.geopotential number by the normal gravity value computed on the
 GB0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0172.degrees latitude (g = 980.6199 gals.).
 GB0172
 GB0172.The modeled gravity was interpolated from observed gravity values.
 GB0172
 GB0172;                    North         East    Units  Estimated Accuracy
 GB0172;SPC KY1Z     - 1,035,260.    1,635,450.      MT  (+/- 180 meters Scaled)
 GB0172
 GB0172                          SUPERSEDED SURVEY CONTROL
 GB0172
 GB0172  NGVD 29 (??/??/92)  309.205  (m)         1014.45   (f) ADJ UNCH    2 0
 GB0172
 GB0172.Superseded values are not recommended for survey control.
 GB0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0172.See file dsdata.txt to determine how the superseded data were derived.
 GB0172
 GB0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF471586(NAD 83)
 GB0172_MARKER: DB = BENCH MARK DISK
 GB0172_SETTING: 66 = SET IN ROCK OUTCROP
 GB0172_SP_SET: ROCK OUTCROP
 GB0172_STAMPING: B 195 1951 1014.450
 GB0172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0172+STABILITY: POSITION/ELEVATION WELL
 GB0172
 GB0172  HISTORY     - Date     Condition        Report By
 GB0172  HISTORY     - 1951     MONUMENTED       CGS
 GB0172  HISTORY     - 1957     GOOD             NGS
 GB0172
 GB0172                          STATION DESCRIPTION
 GB0172
 GB0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0172'1.1 MI NW FROM AYERS.
 GB0172'ABOUT 1.1 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE PST OFFICE
 GB0172'AT AYERS, SET IN THE TOP OF A SLANTING OUTCROP OF ROCK PROJECTING
 GB0172'OUT OF THE SOUTHWEST SLOPE OF A HILL, 23 FEET NORTHEAST OF THE
 GB0172'CENTER LINE OF THE ROAD, 29 FEET NORTHEAST AND ACROSS THE ROAD
 GB0172'FROM A 14-INCH BLACK WALNUT TREE, 27 FEET SOUTHEAST OF THE
 GB0172'SOUTHEAST ONE OF TWO 30-INCH OAK TREES, 4 FEET NORTHWEST OF THE
 GB0172'SOUTHEAST EDGE OF OUTCROP, 6 FEET NORTHEAST OF THE SOUTHWEST
 GB0172'EDGE OF OUTCROP AND ABOUT 7 FEET ABOVE THE ROAD.
 GB0172
 GB0172                          STATION RECOVERY (1957)
 GB0172
 GB0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1088 ***********************************************************************
 GZ1088  DESIGNATION -  B 196
 GZ1088  PID         -  GZ1088
 GZ1088  STATE/COUNTY-  KY/PULASKI
 GZ1088  USGS QUAD   -  SOMERSET (1987)
 GZ1088
 GZ1088                         *CURRENT SURVEY CONTROL
 GZ1088  ___________________________________________________________________
 GZ1088* NAD 83(1986)-  37 05 42.     (N)    084 32 44.     (W)     SCALED    
 GZ1088* NAVD 88     -       287.036  (meters)     941.72   (feet)  ADJUSTED  
 GZ1088  ___________________________________________________________________
 GZ1088  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 GZ1088  DYNAMIC HT  -         286.816 (meters)     941.00  (feet)  COMP
 GZ1088  MODELED GRAV-     979,856.4   (mgal)                       NAVD 88
 GZ1088
 GZ1088  VERT ORDER  -  SECOND    CLASS 0
 GZ1088
 GZ1088.The horizontal coordinates were scaled from a topographic map and have
 GZ1088.an estimated accuracy of +/- 6 seconds.
 GZ1088
 GZ1088.The orthometric height was determined by differential leveling
 GZ1088.and adjusted by the National Geodetic Survey in June 1991..
 GZ1088
 GZ1088.The geoid height was determined by GEOID03.
 GZ1088
 GZ1088.The dynamic height is computed by dividing the NAVD 88
 GZ1088.geopotential number by the normal gravity value computed on the
 GZ1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1088.degrees latitude (g = 980.6199 gals.).
 GZ1088
 GZ1088.The modeled gravity was interpolated from observed gravity values.
 GZ1088
 GZ1088;                    North         East    Units  Estimated Accuracy
 GZ1088;SPC KY1Z     - 1,085,230.    1,607,070.      MT  (+/- 180 meters Scaled)
 GZ1088
 GZ1088                          SUPERSEDED SURVEY CONTROL
 GZ1088
 GZ1088  NGVD 29 (??/??/92)  287.205  (m)          942.27   (f) ADJ UNCH    2 0
 GZ1088
 GZ1088.Superseded values are not recommended for survey control.
 GZ1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1088.See file dsdata.txt to determine how the superseded data were derived.
 GZ1088
 GZ1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG181082(NAD 83)
 GZ1088_MARKER: DB = BENCH MARK DISK
 GZ1088_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1088_SP_SET: ROCK OUTCROP
 GZ1088_STAMPING: B 196 1950 942.272
 GZ1088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1088+STABILITY: POSITION/ELEVATION WELL
 GZ1088
 GZ1088  HISTORY     - Date     Condition        Report By
 GZ1088  HISTORY     - 1950     MONUMENTED       CGS
 GZ1088  HISTORY     - 1958     GOOD             NGS
 GZ1088
 GZ1088                          STATION DESCRIPTION
 GZ1088
 GZ1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1088'3.4 MI SE FROM SOMERSET.
 GZ1088'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 80 FROM THE COURT
 GZ1088'HOUSE AT SOMERSET, THENCE ABOUT 1.9 MILES SOUTHEAST ALONG STATE
 GZ1088'HIGHWAY 192, AT THE JUNCTION OF A FARM ROAD LEADING NORTHEAST,
 GZ1088'80 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AT FARM ROAD
 GZ1088'JUNCTION, 15 FEET SOUTHEAST OF THE CENTER LINE OF FARM ROAD, 37
 GZ1088'FEET SOUTHEAST AND ACROSS FARM ROAD FROM A WOVEN WIRE FENCE LINE,
 GZ1088'ABOUT 9 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A LARGE FLAT
 GZ1088'OUTCROP OF ROCK.
 GZ1088
 GZ1088                          STATION RECOVERY (1958)
 GZ1088
 GZ1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0485 ***********************************************************************
 GZ0485  DESIGNATION -  B 197
 GZ0485  PID         -  GZ0485
 GZ0485  STATE/COUNTY-  KY/PULASKI
 GZ0485  USGS QUAD   -  SHOPVILLE (1987)
 GZ0485
 GZ0485                         *CURRENT SURVEY CONTROL
 GZ0485  ___________________________________________________________________
 GZ0485* NAD 83(1986)-  37 07 40.     (N)    084 22 51.     (W)     SCALED    
 GZ0485* NAVD 88     -       375.624  (meters)    1232.36   (feet)  ADJUSTED  
 GZ0485  ___________________________________________________________________
 GZ0485  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GZ0485  DYNAMIC HT  -         375.340 (meters)    1231.43  (feet)  COMP
 GZ0485  MODELED GRAV-     979,862.4   (mgal)                       NAVD 88
 GZ0485
 GZ0485  VERT ORDER  -  SECOND    CLASS 0
 GZ0485
 GZ0485.The horizontal coordinates were scaled from a topographic map and have
 GZ0485.an estimated accuracy of +/- 6 seconds.
 GZ0485
 GZ0485.The orthometric height was determined by differential leveling
 GZ0485.and adjusted by the National Geodetic Survey in June 1991..
 GZ0485
 GZ0485.The geoid height was determined by GEOID03.
 GZ0485
 GZ0485.The dynamic height is computed by dividing the NAVD 88
 GZ0485.geopotential number by the normal gravity value computed on the
 GZ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0485.degrees latitude (g = 980.6199 gals.).
 GZ0485
 GZ0485.The modeled gravity was interpolated from observed gravity values.
 GZ0485
 GZ0485;                    North         East    Units  Estimated Accuracy
 GZ0485;SPC KY1Z     - 1,089,060.    1,621,660.      MT  (+/- 180 meters Scaled)
 GZ0485
 GZ0485                          SUPERSEDED SURVEY CONTROL
 GZ0485
 GZ0485  NGVD 29 (??/??/92)  375.792  (m)         1232.91   (f) ADJ UNCH    2 0
 GZ0485
 GZ0485.Superseded values are not recommended for survey control.
 GZ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0485.See file dsdata.txt to determine how the superseded data were derived.
 GZ0485
 GZ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG326122(NAD 83)
 GZ0485_MARKER: DB = BENCH MARK DISK
 GZ0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0485_STAMPING: B 197 1950 1232.911
 GZ0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0485+STABILITY: SURFACE MOTION
 GZ0485
 GZ0485  HISTORY     - Date     Condition        Report By
 GZ0485  HISTORY     - 1950     MONUMENTED       CGS
 GZ0485  HISTORY     - 1958     GOOD             NGS
 GZ0485
 GZ0485                          STATION DESCRIPTION
 GZ0485
 GZ0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0485'0.4 MI N FROM ACORN.
 GZ0485'ABOUT 0.35 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GZ0485'ACORN, ABOUT 0.2 MILE SOUTH OF A LARGE CEMETERY, ABOUT 0.4
 GZ0485'MILE SOUTH OF THE POST OFFICE AT ACORN, SET ON THE OUTSIDE
 GZ0485'OF A CURVE IN THE ROAD WITH TANGENTS EXTENDING SOUTH AND
 GZ0485'NORTHWEST AND AT THE JUNCTION OF A WOODS ROAD SOUTHEAST, 64
 GZ0485'FEET EAST OF THE CENTER LINE OF THE ROAD, 23 FEET NORTHEAST
 GZ0485'OF THE CENTER LINE OF THE WOODS ROAD, 53 FEET EAST OF A 24-INCH
 GZ0485'OAK TREE, 6 FEET SOUTH OF A VERY DIM ROAD NORTHEAST, ABOUT
 GZ0485'3 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ0485'PROJECTING 3 INCHES.
 GZ0485'PROJECTING 3 INCHES.
 GZ0485
 GZ0485                          STATION RECOVERY (1958)
 GZ0485
 GZ0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0457 ***********************************************************************
 GZ0457  DESIGNATION -  B 198
 GZ0457  PID         -  GZ0457
 GZ0457  STATE/COUNTY-  KY/PULASKI
 GZ0457  USGS QUAD   -  ANO (1979)
 GZ0457
 GZ0457                         *CURRENT SURVEY CONTROL
 GZ0457  ___________________________________________________________________
 GZ0457* NAD 83(1986)-  37 06 42.     (N)    084 17 58.     (W)     SCALED    
 GZ0457* NAVD 88     -       345.012  (meters)    1131.93   (feet)  ADJUSTED  
 GZ0457  ___________________________________________________________________
 GZ0457  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 GZ0457  DYNAMIC HT  -         344.746 (meters)    1131.05  (feet)  COMP
 GZ0457  MODELED GRAV-     979,850.3   (mgal)                       NAVD 88
 GZ0457
 GZ0457  VERT ORDER  -  SECOND    CLASS 0
 GZ0457
 GZ0457.The horizontal coordinates were scaled from a topographic map and have
 GZ0457.an estimated accuracy of +/- 6 seconds.
 GZ0457
 GZ0457.The orthometric height was determined by differential leveling
 GZ0457.and adjusted by the National Geodetic Survey in June 1991..
 GZ0457
 GZ0457.The geoid height was determined by GEOID03.
 GZ0457
 GZ0457.The dynamic height is computed by dividing the NAVD 88
 GZ0457.geopotential number by the normal gravity value computed on the
 GZ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0457.degrees latitude (g = 980.6199 gals.).
 GZ0457
 GZ0457.The modeled gravity was interpolated from observed gravity values.
 GZ0457
 GZ0457;                    North         East    Units  Estimated Accuracy
 GZ0457;SPC KY1Z     - 1,087,390.    1,628,920.      MT  (+/- 180 meters Scaled)
 GZ0457
 GZ0457                          SUPERSEDED SURVEY CONTROL
 GZ0457
 GZ0457  NGVD 29 (??/??/92)  345.175  (m)         1132.46   (f) ADJ UNCH    2 0
 GZ0457
 GZ0457.Superseded values are not recommended for survey control.
 GZ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0457.See file dsdata.txt to determine how the superseded data were derived.
 GZ0457
 GZ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG399106(NAD 83)
 GZ0457_MARKER: DB = BENCH MARK DISK
 GZ0457_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0457_SP_SET: ROCK OUTCROP
 GZ0457_STAMPING: B 198 1950 1132.462
 GZ0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0457+STABILITY: POSITION/ELEVATION WELL
 GZ0457
 GZ0457  HISTORY     - Date     Condition        Report By
 GZ0457  HISTORY     - 1950     MONUMENTED       CGS
 GZ0457  HISTORY     - 1958     GOOD             NGS
 GZ0457
 GZ0457                          STATION DESCRIPTION
 GZ0457
 GZ0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0457'12.7 MI SE FROM SHOPVILLE.
 GZ0457'ABOUT 7.7 MILES EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0457'SHOPVILLE, THENCE ABOUT 0.2 MILE SOUTH ALONG A DIRT ROAD, THENCE
 GZ0457'ABOUT 4.8 MILES EAST AND SOUTHEAST ALONG A DIRT ROAD, ABOUT 0.55
 GZ0457'MILE SOUTHEAST OF A ROAD NORTH, SET IN THE TOP OF A LARGE OUTCROP
 GZ0457'OF ROCK THAT EXTENDS ACROSS ROAD, 17 FEET SOUTH OF THE CENTER LINE
 GZ0457'OF ROAD, 10 FEET NORTH OF SOUTH END OF OUTCROP, 47 FEET NORTHWEST
 GZ0457'OF A 12-INCH HICKORY TREE, AT A POINT WHERE ROAD CROSSES A LOW
 GZ0457'SUMMIT, AND ABOUT LEVEL WITH THE ROAD.
 GZ0457
 GZ0457                          STATION RECOVERY (1958)
 GZ0457
 GZ0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1102 ***********************************************************************
 GZ1102  DESIGNATION -  B 199
 GZ1102  PID         -  GZ1102
 GZ1102  STATE/COUNTY-  KY/PULASKI
 GZ1102  USGS QUAD   -  SOMERSET (1987)
 GZ1102
 GZ1102                         *CURRENT SURVEY CONTROL
 GZ1102  ___________________________________________________________________
 GZ1102* NAD 83(1986)-  37 01 42.     (N)    084 30 32.     (W)     SCALED    
 GZ1102* NAVD 88     -       337.730  (meters)    1108.04   (feet)  ADJUSTED  
 GZ1102  ___________________________________________________________________
 GZ1102  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 GZ1102  DYNAMIC HT  -         337.469 (meters)    1107.18  (feet)  COMP
 GZ1102  MODELED GRAV-     979,847.5   (mgal)                       NAVD 88
 GZ1102
 GZ1102  VERT ORDER  -  SECOND    CLASS 0
 GZ1102
 GZ1102.The horizontal coordinates were scaled from a topographic map and have
 GZ1102.an estimated accuracy of +/- 6 seconds.
 GZ1102
 GZ1102.The orthometric height was determined by differential leveling
 GZ1102.and adjusted by the National Geodetic Survey in June 1991..
 GZ1102
 GZ1102.The geoid height was determined by GEOID03.
 GZ1102
 GZ1102.The dynamic height is computed by dividing the NAVD 88
 GZ1102.geopotential number by the normal gravity value computed on the
 GZ1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1102.degrees latitude (g = 980.6199 gals.).
 GZ1102
 GZ1102.The modeled gravity was interpolated from observed gravity values.
 GZ1102
 GZ1102;                    North         East    Units  Estimated Accuracy
 GZ1102;SPC KY1Z     - 1,077,870.    1,610,430.      MT  (+/- 180 meters Scaled)
 GZ1102
 GZ1102                          SUPERSEDED SURVEY CONTROL
 GZ1102
 GZ1102  NGVD 29 (??/??/92)  337.900  (m)         1108.59   (f) ADJ UNCH    2 0
 GZ1102
 GZ1102.Superseded values are not recommended for survey control.
 GZ1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1102.See file dsdata.txt to determine how the superseded data were derived.
 GZ1102
 GZ1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG215009(NAD 83)
 GZ1102_MARKER: DB = BENCH MARK DISK
 GZ1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1102_STAMPING: B 199 1950
 GZ1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1102+STABILITY: SURFACE MOTION
 GZ1102
 GZ1102  HISTORY     - Date     Condition        Report By
 GZ1102  HISTORY     - 1950     MONUMENTED       CGS
 GZ1102  HISTORY     - 1961     GOOD             USGS
 GZ1102
 GZ1102                          STATION DESCRIPTION
 GZ1102
 GZ1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1102'AT MEECE.
 GZ1102'AT MEECE, ABOUT 100 YARDS WEST OF THE POST OFFICE, AT THE ROAD
 GZ1102'JUNCTION, 23 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 GZ1102'38 FEET WEST OF THE EXTENDED CENTER LINE OF THE ROAD SOUTH,
 GZ1102'27 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 1 FOOT SOUTHWEST
 GZ1102'OF A FENCE LINE, ABOUT 1 FOOT ABOVE THE ROADS AND SET IN THE TOP
 GZ1102'OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1102
 GZ1102                          STATION RECOVERY (1961)
 GZ1102
 GZ1102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GZ1102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1103 ***********************************************************************
 GZ1103  DESIGNATION -  B 199 RESET
 GZ1103  PID         -  GZ1103
 GZ1103  STATE/COUNTY-  KY/PULASKI
 GZ1103  USGS QUAD   -  SOMERSET (1987)
 GZ1103
 GZ1103                         *CURRENT SURVEY CONTROL
 GZ1103  ___________________________________________________________________
 GZ1103* NAD 83(1986)-  37 01 42.     (N)    084 30 32.     (W)     SCALED    
 GZ1103* NAVD 88     -       338.48   (meters)    1110.5    (feet)  RESET     
 GZ1103  ___________________________________________________________________
 GZ1103  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 GZ1103
 GZ1103  VERT ORDER  -  THIRD
 GZ1103
 GZ1103.The horizontal coordinates were scaled from a topographic map and have
 GZ1103.an estimated accuracy of +/- 6 seconds.
 GZ1103
 GZ1103.The orthometric height was computed from unverified reset data.
 GZ1103.No vertical observational check was made to the station.
 GZ1103
 GZ1103.The geoid height was determined by GEOID03.
 GZ1103
 GZ1103;                    North         East    Units  Estimated Accuracy
 GZ1103;SPC KY1Z     - 1,077,870.    1,610,430.      MT  (+/- 180 meters Scaled)
 GZ1103
 GZ1103                          SUPERSEDED SURVEY CONTROL
 GZ1103
 GZ1103  NGVD 29 (10/08/05)  338.65   (m)         1111.1    (f) RESET       3  
 GZ1103
 GZ1103.Superseded values are not recommended for survey control.
 GZ1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1103.See file dsdata.txt to determine how the superseded data were derived.
 GZ1103
 GZ1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG215009(NAD 83)
 GZ1103_MARKER: DB = BENCH MARK DISK
 GZ1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1103_STAMPING: B 199 RESET 1957
 GZ1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1103+STABILITY: SURFACE MOTION
 GZ1103
 GZ1103  HISTORY     - Date     Condition        Report By
 GZ1103  HISTORY     - 1957     MONUMENTED       CGS
 GZ1103  HISTORY     - UNK      GOOD             NGS
 GZ1103  HISTORY     - 1958     GOOD             NGS
 GZ1103
 GZ1103                          STATION DESCRIPTION
 GZ1103
 GZ1103'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 GZ1103'RECOVERED IN GOOD CONDITION.
 GZ1103
 GZ1103                          STATION RECOVERY (1958)
 GZ1103
 GZ1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1103'AT MEECE.
 GZ1103'AT MEECE, AT THE ROAD JUNCTION, ABOUT 100 YARDS WEST OF THE POST
 GZ1103'OFFICE, ABOUT 200 FEET SOUTHEAST AND ACROSS THE ROAD JUNCTION
 GZ1103'FROM A NEW WHITE HOUSE, IN THE SOUTHEAST ANGLE OF THE JUNCTION,
 GZ1103'35 FEET SOUTH OF THE CENTER OF THE WEST - EAST ROAD, 33.5 FEET
 GZ1103'EAST OF THE CENTER OF THE JUNCTION, OF THE ROAD SOUTH, AND SET
 GZ1103'IN TOP OF A CONCRETE POST ABOUT 3 FEET ABOVE LEVEL OF ROAD
 GZ1103'JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0786 ***********************************************************************
 GZ0786  DESIGNATION -  B 2
 GZ0786  PID         -  GZ0786
 GZ0786  STATE/COUNTY-  KY/LINCOLN
 GZ0786  USGS QUAD   -  EUBANK (1976)
 GZ0786
 GZ0786                         *CURRENT SURVEY CONTROL
 GZ0786  ___________________________________________________________________
 GZ0786* NAD 83(1986)-  37 17 13.     (N)    084 39 24.     (W)     SCALED    
 GZ0786* NAVD 88     -       355.988  (meters)    1167.94   (feet)  POSTED    
 GZ0786  ___________________________________________________________________
 GZ0786  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GZ0786  DYNAMIC HT  -         355.710 (meters)    1167.03  (feet)  COMP
 GZ0786  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 GZ0786
 GZ0786  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GZ0786
 GZ0786.The horizontal coordinates were scaled from a topographic map and have
 GZ0786.an estimated accuracy of +/- 6 seconds.
 GZ0786
 GZ0786.The orthometric height was determined by differential leveling
 GZ0786.and adjusted by the National Geodetic Survey in 1992..
 GZ0786.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GZ0786.rate of 0.0 thru 1.0 mm/km.
 GZ0786
 GZ0786.The geoid height was determined by GEOID03.
 GZ0786
 GZ0786.The dynamic height is computed by dividing the NAVD 88
 GZ0786.geopotential number by the normal gravity value computed on the
 GZ0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0786.degrees latitude (g = 980.6199 gals.).
 GZ0786
 GZ0786.The modeled gravity was interpolated from observed gravity values.
 GZ0786
 GZ0786;                    North         East    Units  Estimated Accuracy
 GZ0786;SPC KY1Z     - 1,106,400.    1,596,950.      MT  (+/- 180 meters Scaled)
 GZ0786
 GZ0786                          SUPERSEDED SURVEY CONTROL
 GZ0786
 GZ0786  NGVD 29 (??/??/92)  356.143  (m)         1168.45   (f) ADJ UNCH    1 2
 GZ0786
 GZ0786.Superseded values are not recommended for survey control.
 GZ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0786.See file dsdata.txt to determine how the superseded data were derived.
 GZ0786
 GZ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG077292(NAD 83)
 GZ0786_MARKER: B = BOLT
 GZ0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0786_SP_SET: CULVERT
 GZ0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0786
 GZ0786  HISTORY     - Date     Condition        Report By
 GZ0786  HISTORY     - UNK      MONUMENTED       CGS
 GZ0786  HISTORY     - 1950     GOOD             NGS
 GZ0786  HISTORY     - 1958     SEE DESCRIPTION  NGS
 GZ0786
 GZ0786                          STATION DESCRIPTION
 GZ0786
 GZ0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0786'0.4 MI N FROM EUBANK.
 GZ0786'ABOUT 0.45 MI N ALONG THE CINCINNATI, NEW ORLEANS AND TEXAS
 GZ0786'PACIFIC RAILWAY FROM EUBANK, LINCOLN COUNTY, AT A HEAVY STONE
 GZ0786'BOX CULVERT, ON THE W END, IN A HEAVY COVERING STONE BELOW THE
 GZ0786'COPING, 3 1/2 IN S OF THE S WALL, 8 IN ABOVE THE OPENING,
 GZ0786'14 FT W OF THE W RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE
 GZ0786'RAIL.  A HORIZONTAL CHISEL MARK IN THE END OF A BRASS BOLT LEADED
 GZ0786'HORIZONTALLY INTO THE STONE AND SURROUNDED BY THE LETTERS USC AND
 GZ0786'GS.  NOTE-- THE MARK IS COVERED WITH ROCK AND BALLAST, THIS
 GZ0786'CULVERT HAS WASHED OUT PARTLY AND HAS BEEN FILLED BACK, ELEVATION
 GZ0786'IF PROBABLY UNRELIABLE.
 GZ0786
 GZ0786                          STATION RECOVERY (1958)
 GZ0786
 GZ0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0786'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0430 ***********************************************************************
 GD0430  DESIGNATION -  B 20
 GD0430  PID         -  GD0430
 GD0430  STATE/COUNTY-  KY/GRAVES
 GD0430  USGS QUAD   -  WATER VALLEY (1981)
 GD0430
 GD0430                         *CURRENT SURVEY CONTROL
 GD0430  ___________________________________________________________________
 GD0430* NAD 83(1986)-  36 32 44.     (N)    088 45 09.     (W)     SCALED    
 GD0430* NAVD 88     -       141.401  (meters)     463.91   (feet)  ADJUSTED  
 GD0430  ___________________________________________________________________
 GD0430  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0430  DYNAMIC HT  -         141.289 (meters)     463.55  (feet)  COMP
 GD0430  MODELED GRAV-     979,837.1   (mgal)                       NAVD 88
 GD0430
 GD0430  VERT ORDER  -  SECOND    CLASS 0
 GD0430
 GD0430.The horizontal coordinates were scaled from a topographic map and have
 GD0430.an estimated accuracy of +/- 6 seconds.
 GD0430
 GD0430.The orthometric height was determined by differential leveling
 GD0430.and adjusted by the National Geodetic Survey in June 1991..
 GD0430
 GD0430.The geoid height was determined by GEOID03.
 GD0430
 GD0430.The dynamic height is computed by dividing the NAVD 88
 GD0430.geopotential number by the normal gravity value computed on the
 GD0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0430.degrees latitude (g = 980.6199 gals.).
 GD0430
 GD0430.The modeled gravity was interpolated from observed gravity values.
 GD0430
 GD0430;                    North         East    Units  Estimated Accuracy
 GD0430;SPC KY1Z     - 1,027,880.    1,231,160.      MT  (+/- 180 meters Scaled)
 GD0430
 GD0430                          SUPERSEDED SURVEY CONTROL
 GD0430
 GD0430  NGVD 29 (??/??/??)  141.392  (m)          463.88   (f) ADJUSTED    2 0
 GD0430
 GD0430.Superseded values are not recommended for survey control.
 GD0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0430.See file dsdata.txt to determine how the superseded data were derived.
 GD0430
 GD0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF431458(NAD 83)
 GD0430_MARKER: DB = BENCH MARK DISK
 GD0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0430_STAMPING: B 20 1934
 GD0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0430+STABILITY: SURFACE MOTION
 GD0430
 GD0430  HISTORY     - Date     Condition        Report By
 GD0430  HISTORY     - 1934     MONUMENTED       CGS
 GD0430  HISTORY     - 20020817 MARK NOT FOUND   USACE
 GD0430
 GD0430                          STATION DESCRIPTION
 GD0430
 GD0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GD0430'2 MI W FROM PILOT OAK.
 GD0430'ABOUT 2 MILES WEST ALONG STATE HIGHWAY 94 FROM PILOT OAK, GRAVES
 GD0430'COUNTY, 4.5 MILES EAST OF WATER VALLEY, IN THE FRONT YARD OF
 GD0430'THE WASH SEAY FARM, 15 YARDS NORTH OF THE CENTERLINE OF THE
 GD0430'HIGHWAY, AND 4 YARDS WEST OF THE CENTERLINE OF THE ENTRANCE
 GD0430'DRIVE.  A STANDARD DISK, STAMPED B 20 1934 AND SET IN THE TOP
 GD0430'OF A CONCRETE POST.
 GD0430
 GD0430                          STATION RECOVERY (2002)
 GD0430
 GD0430'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0430'ALL REFERENCES GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0464 ***********************************************************************
 GZ0464  DESIGNATION -  B 200
 GZ0464  PID         -  GZ0464
 GZ0464  STATE/COUNTY-  KY/LAUREL
 GZ0464  USGS QUAD   -  LONDON SW (1979)
 GZ0464
 GZ0464                         *CURRENT SURVEY CONTROL
 GZ0464  ___________________________________________________________________
 GZ0464* NAD 83(1986)-  37 05 39.     (N)    084 13 54.     (W)     SCALED    
 GZ0464* NAVD 88     -       374.055  (meters)    1227.21   (feet)  ADJUSTED  
 GZ0464  ___________________________________________________________________
 GZ0464  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GZ0464  DYNAMIC HT  -         373.766 (meters)    1226.26  (feet)  COMP
 GZ0464  MODELED GRAV-     979,846.3   (mgal)                       NAVD 88
 GZ0464
 GZ0464  VERT ORDER  -  SECOND    CLASS 0
 GZ0464
 GZ0464.The horizontal coordinates were scaled from a topographic map and have
 GZ0464.an estimated accuracy of +/- 6 seconds.
 GZ0464
 GZ0464.The orthometric height was determined by differential leveling
 GZ0464.and adjusted by the National Geodetic Survey in June 1991..
 GZ0464
 GZ0464.The geoid height was determined by GEOID03.
 GZ0464
 GZ0464.The dynamic height is computed by dividing the NAVD 88
 GZ0464.geopotential number by the normal gravity value computed on the
 GZ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0464.degrees latitude (g = 980.6199 gals.).
 GZ0464
 GZ0464.The modeled gravity was interpolated from observed gravity values.
 GZ0464
 GZ0464;                    North         East    Units  Estimated Accuracy
 GZ0464;SPC KY1Z     - 1,085,540.    1,634,980.      MT  (+/- 180 meters Scaled)
 GZ0464
 GZ0464                          SUPERSEDED SURVEY CONTROL
 GZ0464
 GZ0464  NGVD 29 (??/??/92)  374.214  (m)         1227.73   (f) ADJ UNCH    2 0
 GZ0464
 GZ0464.Superseded values are not recommended for survey control.
 GZ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0464.See file dsdata.txt to determine how the superseded data were derived.
 GZ0464
 GZ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG460089(NAD 83)
 GZ0464_MARKER: DB = BENCH MARK DISK
 GZ0464_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0464_SP_SET: ROCK OUTCROP
 GZ0464_STAMPING: B 200 1950 1227.734
 GZ0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0464+STABILITY: POSITION/ELEVATION WELL
 GZ0464
 GZ0464  HISTORY     - Date     Condition        Report By
 GZ0464  HISTORY     - 1950     MONUMENTED       CGS
 GZ0464  HISTORY     - 1958     GOOD             NGS
 GZ0464
 GZ0464                          STATION DESCRIPTION
 GZ0464
 GZ0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0464'AT BUNCH.
 GZ0464'AT BUNCH, AT THE CROSSROADS, ON THE SOUTHWEST SLOPE OF A ROCKY
 GZ0464'HILL, 185 FEET NORTHEAST OF THE CENTER OF THE CROSSROADS, 96 1/2
 GZ0464'FEET SOUTHWEST OF THE WEST CORNER OF DOG PATCH SCHOOL, 20 FEET
 GZ0464'SOUTHEAST OF THE CENTER LINE OF THE ROAD NORTHEAST, 14 FEET NORTH
 GZ0464'OF A FOOT PATH LEADING TO SCHOOL, ABOUT 4 FEET ABOVE THE ROAD
 GZ0464'NORTHEAST, ABOUT 25 FEET ABOVE THE CROSSROADS, SET IN THE TOP OF
 GZ0464'A LARGE FLAT OUTCROP OF ROCK, AND 2 FEET NORTHEAST OF THE SOUTHWEST
 GZ0464'EDGE OF OUTCROP.
 GZ0464
 GZ0464                          STATION RECOVERY (1958)
 GZ0464
 GZ0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0262 ***********************************************************************
 GZ0262  DESIGNATION -  B 201
 GZ0262  PID         -  GZ0262
 GZ0262  STATE/COUNTY-  KY/LAUREL
 GZ0262  USGS QUAD   -  LILY (1970)
 GZ0262
 GZ0262                         *CURRENT SURVEY CONTROL
 GZ0262  ___________________________________________________________________
 GZ0262* NAD 83(1986)-  37 02 29.     (N)    084 03 22.     (W)     SCALED    
 GZ0262* NAVD 88     -       333.542  (meters)    1094.30   (feet)  ADJUSTED  
 GZ0262  ___________________________________________________________________
 GZ0262  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GZ0262  DYNAMIC HT  -         333.275 (meters)    1093.42  (feet)  COMP
 GZ0262  MODELED GRAV-     979,822.1   (mgal)                       NAVD 88
 GZ0262
 GZ0262  VERT ORDER  -  SECOND    CLASS 0
 GZ0262
 GZ0262.The horizontal coordinates were scaled from a topographic map and have
 GZ0262.an estimated accuracy of +/- 6 seconds.
 GZ0262
 GZ0262.The orthometric height was determined by differential leveling
 GZ0262.and adjusted by the National Geodetic Survey in June 1991..
 GZ0262
 GZ0262.The geoid height was determined by GEOID03.
 GZ0262
 GZ0262.The dynamic height is computed by dividing the NAVD 88
 GZ0262.geopotential number by the normal gravity value computed on the
 GZ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0262.degrees latitude (g = 980.6199 gals.).
 GZ0262
 GZ0262.The modeled gravity was interpolated from observed gravity values.
 GZ0262
 GZ0262;                    North         East    Units  Estimated Accuracy
 GZ0262;SPC KY1Z     - 1,079,950.    1,650,690.      MT  (+/- 180 meters Scaled)
 GZ0262
 GZ0262                          SUPERSEDED SURVEY CONTROL
 GZ0262
 GZ0262  NGVD 29 (??/??/92)  333.693  (m)         1094.79   (f) ADJ UNCH    2 0
 GZ0262
 GZ0262.Superseded values are not recommended for survey control.
 GZ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0262.See file dsdata.txt to determine how the superseded data were derived.
 GZ0262
 GZ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG618035(NAD 83)
 GZ0262_MARKER: DB = BENCH MARK DISK
 GZ0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0262_SP_SET: BRIDGE
 GZ0262_STAMPING: B 201 1950 1094.791
 GZ0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0262
 GZ0262  HISTORY     - Date     Condition        Report By
 GZ0262  HISTORY     - 1950     MONUMENTED       CGS
 GZ0262  HISTORY     - 1958     GOOD             NGS
 GZ0262
 GZ0262                          STATION DESCRIPTION
 GZ0262
 GZ0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0262'6.6 MI S FROM LONDON.
 GZ0262'ABOUT 6.6 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0262'FROM THE STATION AT LONDON, ABOUT 1.6 MILES SOUTH ALONG U.S.
 GZ0262'HIGHWAY 25 FROM ITS OVERPASS OVER THE RAILROAD, ABOUT 1.7 MILES
 GZ0262'NORTH OF THE FLAG STATION AT LILY, SET IN THE TOP OF THE NORTH
 GZ0262'END OF THE WEST HEAD WALL OF A 10-FOOT CONCRETE BRIDGE UNDER
 GZ0262'THE HIGHWAY, 30 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 35 FEET
 GZ0262'WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 5 FEET BELOW THE HIGHWAY
 GZ0262'AND ABOUT 12 FEET BELOW THE TRACK.
 GZ0262
 GZ0262                          STATION RECOVERY (1958)
 GZ0262
 GZ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0400 ***********************************************************************
 GB0400  DESIGNATION -  B 202
 GB0400  PID         -  GB0400
 GB0400  STATE/COUNTY-  KY/PULASKI
 GB0400  USGS QUAD   -  SAWYER (1981)
 GB0400
 GB0400                         *CURRENT SURVEY CONTROL
 GB0400  ___________________________________________________________________
 GB0400* NAD 83(1986)-  36 57 34.     (N)    084 21 21.     (W)     SCALED    
 GB0400* NAVD 88     -       223.543  (meters)     733.41   (feet)  ADJUSTED  
 GB0400  ___________________________________________________________________
 GB0400  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB0400  DYNAMIC HT  -         223.367 (meters)     732.83  (feet)  COMP
 GB0400  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 GB0400
 GB0400  VERT ORDER  -  SECOND    CLASS 0
 GB0400
 GB0400.The horizontal coordinates were scaled from a topographic map and have
 GB0400.an estimated accuracy of +/- 6 seconds.
 GB0400
 GB0400.The orthometric height was determined by differential leveling
 GB0400.and adjusted by the National Geodetic Survey in June 1991..
 GB0400
 GB0400.The geoid height was determined by GEOID03.
 GB0400
 GB0400.The dynamic height is computed by dividing the NAVD 88
 GB0400.geopotential number by the normal gravity value computed on the
 GB0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0400.degrees latitude (g = 980.6199 gals.).
 GB0400
 GB0400.The modeled gravity was interpolated from observed gravity values.
 GB0400
 GB0400;                    North         East    Units  Estimated Accuracy
 GB0400;SPC KY1Z     - 1,070,420.    1,624,160.      MT  (+/- 180 meters Scaled)
 GB0400
 GB0400                          SUPERSEDED SURVEY CONTROL
 GB0400
 GB0400  NGVD 29 (??/??/92)  223.702  (m)          733.93   (f) ADJ UNCH    2 0
 GB0400
 GB0400.Superseded values are not recommended for survey control.
 GB0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0400.See file dsdata.txt to determine how the superseded data were derived.
 GB0400
 GB0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF354936(NAD 83)
 GB0400_MARKER: DB = BENCH MARK DISK
 GB0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0400_STAMPING: B 202 1950 733.929
 GB0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0400+STABILITY: SURFACE MOTION
 GB0400
 GB0400  HISTORY     - Date     Condition        Report By
 GB0400  HISTORY     - 1950     MONUMENTED       CGS
 GB0400  HISTORY     - 1958     GOOD             NGS
 GB0400
 GB0400                          STATION DESCRIPTION
 GB0400
 GB0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB0400'15.7 MI SE FROM MT VICTORY.
 GB0400'9.2 MILES SOUTHEAST ALONG STATE HIGHWAY 192 FROM THE SCHOOL AND
 GB0400'POST OFFICE AT MT. VICTORY, THENCE 6.5 MILES SOUTHWEST ALONG
 GB0400'ROCKCULMA ROAD, AT THE MOUTH OF ROCKCASTLE RIVER AT CONFLUENCE OF
 GB0400'CUMBERLAND AND ROCKCASTLE RIVERS, AND LONDON BOAT DOCK, ABOUT
 GB0400'175 FEET SOUTH OF THE BOAT DOCK, ABOUT 35 YARDS SOUTHWEST OF
 GB0400'JUNCTION OF ROADS ONE NORTHEAST ALONG ROCKCASTLE RIVER, ONE
 GB0400'SOUTHWEST TO BOAT DOCK, AND ONE EAST LEADING TO ROCKCULMA, 17.5
 GB0400'FEET SOUTHEAST OF TWIN SYCAMORE TREE, 15 FEET NORTH OF ROAD
 GB0400'LEADING TO LONDON DOCK, AND ABOUT 1.5 FEET ABOVE DOCK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0316 ***********************************************************************
 GB0316  DESIGNATION -  B 203
 GB0316  PID         -  GB0316
 GB0316  STATE/COUNTY-  KY/WHITLEY
 GB0316  USGS QUAD   -  VOX (1982)
 GB0316
 GB0316                         *CURRENT SURVEY CONTROL
 GB0316  ___________________________________________________________________
 GB0316* NAD 83(1986)-  36 53 35.     (N)    084 11 09.     (W)     SCALED    
 GB0316* NAVD 88     -       349.302  (meters)    1146.00   (feet)  ADJUSTED  
 GB0316  ___________________________________________________________________
 GB0316  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GB0316  DYNAMIC HT  -         349.020 (meters)    1145.08  (feet)  COMP
 GB0316  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 GB0316
 GB0316  VERT ORDER  -  SECOND    CLASS 0
 GB0316
 GB0316.The horizontal coordinates were scaled from a topographic map and have
 GB0316.an estimated accuracy of +/- 6 seconds.
 GB0316
 GB0316.The orthometric height was determined by differential leveling
 GB0316.and adjusted by the National Geodetic Survey in June 1991..
 GB0316
 GB0316.The geoid height was determined by GEOID03.
 GB0316
 GB0316.The dynamic height is computed by dividing the NAVD 88
 GB0316.geopotential number by the normal gravity value computed on the
 GB0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0316.degrees latitude (g = 980.6199 gals.).
 GB0316
 GB0316.The modeled gravity was interpolated from observed gravity values.
 GB0316
 GB0316;                    North         East    Units  Estimated Accuracy
 GB0316;SPC KY1Z     - 1,063,290.    1,639,420.      MT  (+/- 180 meters Scaled)
 GB0316
 GB0316                          SUPERSEDED SURVEY CONTROL
 GB0316
 GB0316  NGVD 29 (??/??/92)  349.456  (m)         1146.51   (f) ADJ UNCH    2 0
 GB0316
 GB0316.Superseded values are not recommended for survey control.
 GB0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0316.See file dsdata.txt to determine how the superseded data were derived.
 GB0316
 GB0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF507867(NAD 83)
 GB0316_MARKER: DB = BENCH MARK DISK
 GB0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0316_STAMPING: B 203 1950 1146.507
 GB0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0316+STABILITY: SURFACE MOTION
 GB0316
 GB0316  HISTORY     - Date     Condition        Report By
 GB0316  HISTORY     - 1950     MONUMENTED       CGS
 GB0316  HISTORY     - 1962     GOOD             NGS
 GB0316  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0316
 GB0316                          STATION DESCRIPTION
 GB0316
 GB0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0316'6 MI SW FROM CORBIN.
 GB0316'ABOUT 5.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 25W FROM THE JUNCTION
 GB0316'OF STATE HIGHWAY 26 AT CORBIN, ABOUT 1.0 MILE SOUTHWEST OF A 35-FOOT
 GB0316'CONCRETE BRIDGE, ABOUT 0.75 MILE NORTHEAST OF GREENLAND BAPTIST
 GB0316'CHURCH, ABOUT 1.1 MILES NORTHEAST OF A CROSSROAD AND HOLLY
 GB0316'MARSH SCHOOL, ABOUT 0.1 MILE SOUTHWEST OF PRESTONS COURT, AND
 GB0316'NEAR THE TOP OF A HILL, 34 FEET NORTHWEST OF THE CENTER LINE OF
 GB0316'THE HIGHWAY, 12 FEET NORTH-NORTHEAST OF A 12-INCH OAK TREE, 52
 GB0316'FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF A FENCE
 GB0316'LINE, ABOUT 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 GB0316'CONCRETE POST PROJECTING 3 INCHES.
 GB0316
 GB0316                          STATION RECOVERY (1962)
 GB0316
 GB0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0316'RECOVERED IN GOOD CONDITION.
 GB0316
 GB0316                          STATION RECOVERY (1977)
 GB0316
 GB0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2888 ***********************************************************************
 GA2888  DESIGNATION -  B 204
 GA2888  PID         -  GA2888
 GA2888  STATE/COUNTY-  KY/LAUREL
 GA2888  USGS QUAD   -  HEIDRICK (1974)
 GA2888
 GA2888                         *CURRENT SURVEY CONTROL
 GA2888  ___________________________________________________________________
 GA2888* NAD 83(1986)-  36 59 36.     (N)    083 58 49.     (W)     SCALED    
 GA2888* NAVD 88     -       373.321  (meters)    1224.80   (feet)  ADJUSTED  
 GA2888  ___________________________________________________________________
 GA2888  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GA2888  DYNAMIC HT  -         373.016 (meters)    1223.80  (feet)  COMP
 GA2888  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 GA2888
 GA2888  VERT ORDER  -  SECOND    CLASS 0
 GA2888
 GA2888.The horizontal coordinates were scaled from a topographic map and have
 GA2888.an estimated accuracy of +/- 6 seconds.
 GA2888
 GA2888.The orthometric height was determined by differential leveling
 GA2888.and adjusted by the National Geodetic Survey in June 1991..
 GA2888
 GA2888.The geoid height was determined by GEOID03.
 GA2888
 GA2888.The dynamic height is computed by dividing the NAVD 88
 GA2888.geopotential number by the normal gravity value computed on the
 GA2888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2888.degrees latitude (g = 980.6199 gals.).
 GA2888
 GA2888.The modeled gravity was interpolated from observed gravity values.
 GA2888
 GA2888;                    North         East    Units  Estimated Accuracy
 GA2888;SPC KY1Z     - 1,074,750.    1,657,530.      MT  (+/- 180 meters Scaled)
 GA2888
 GA2888                          SUPERSEDED SURVEY CONTROL
 GA2888
 GA2888  NGVD 29 (??/??/92)  373.473  (m)         1225.30   (f) ADJ UNCH    2 0
 GA2888
 GA2888.Superseded values are not recommended for survey control.
 GA2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2888.See file dsdata.txt to determine how the superseded data were derived.
 GA2888
 GA2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA347982(NAD 83)
 GA2888_MARKER: DB = BENCH MARK DISK
 GA2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2888_STAMPING: B 204 1950 1225.303
 GA2888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2888+STABILITY: SURFACE MOTION
 GA2888
 GA2888  HISTORY     - Date     Condition        Report By
 GA2888  HISTORY     - 1950     MONUMENTED       CGS
 GA2888  HISTORY     - 1957     GOOD             NGS
 GA2888
 GA2888                          STATION DESCRIPTION
 GA2888
 GA2888'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2888'5.4 MI N FROM GRAYS.
 GA2888'3.85 MILES NORTH ALONG A DIRT ROAD FROM THE METHODIST CHURCH AT
 GA2888'GRAYS, THENCE ABOUT 1.5 MILES NORTHEAST ALONG A GRAVEL ROAD, ABOUT
 GA2888'1.05 MILES SOUTHWEST OF THE FLETCHER POST OFFICE, ABOUT 0.95
 GA2888'MILE SOUTHWEST OF A BRIDGE OVER ROBINSON CREEK, ABOUT 0.3 MILE
 GA2888'NORTHEAST OF A SCHOOL AND CHURCH, AT A GROUP OF FARM BUILDINGS,
 GA2888'35 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 48 1/2 FEET
 GA2888'NORTHEAST OF THE EAST CORNER OF A LOG BARN, 25 FEET NORTH OF A
 GA2888'36-INCH OAK TREE, 97 FEET SOUTHWEST OF A POWER POLE WITH A
 GA2888'TRANSFORMER, ABOUT 4 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 GA2888'A CONCRETE POST PROJECTING 2 INCHES.
 GA2888
 GA2888                          STATION RECOVERY (1957)
 GA2888
 GA2888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0360 ***********************************************************************
 GB0360  DESIGNATION -  B 205
 GB0360  PID         -  GB0360
 GB0360  STATE/COUNTY-  KY/WHITLEY
 GB0360  USGS QUAD   -  CUMBERLAND FALLS (1981)
 GB0360
 GB0360                         *CURRENT SURVEY CONTROL
 GB0360  ___________________________________________________________________
 GB0360* NAD 83(1986)-  36 50 29.     (N)    084 17 13.     (W)     SCALED    
 GB0360* NAVD 88     -       384.529  (meters)    1261.58   (feet)  ADJUSTED  
 GB0360  ___________________________________________________________________
 GB0360  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GB0360  DYNAMIC HT  -         384.221 (meters)    1260.57  (feet)  COMP
 GB0360  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 GB0360
 GB0360  VERT ORDER  -  SECOND    CLASS 0
 GB0360
 GB0360.The horizontal coordinates were scaled from a topographic map and have
 GB0360.an estimated accuracy of +/- 6 seconds.
 GB0360
 GB0360.The orthometric height was determined by differential leveling
 GB0360.and adjusted by the National Geodetic Survey in June 1991..
 GB0360
 GB0360.The geoid height was determined by GEOID03.
 GB0360
 GB0360.The dynamic height is computed by dividing the NAVD 88
 GB0360.geopotential number by the normal gravity value computed on the
 GB0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0360.degrees latitude (g = 980.6199 gals.).
 GB0360
 GB0360.The modeled gravity was interpolated from observed gravity values.
 GB0360
 GB0360;                    North         East    Units  Estimated Accuracy
 GB0360;SPC KY1Z     - 1,057,410.    1,630,500.      MT  (+/- 180 meters Scaled)
 GB0360
 GB0360                          SUPERSEDED SURVEY CONTROL
 GB0360
 GB0360  NGVD 29 (??/??/92)  384.682  (m)         1262.08   (f) ADJ UNCH    2 0
 GB0360
 GB0360.Superseded values are not recommended for survey control.
 GB0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0360.See file dsdata.txt to determine how the superseded data were derived.
 GB0360
 GB0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF419807(NAD 83)
 GB0360_MARKER: DB = BENCH MARK DISK
 GB0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0360_STAMPING: B 205 1950 1262.078
 GB0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0360+STABILITY: SURFACE MOTION
 GB0360
 GB0360  HISTORY     - Date     Condition        Report By
 GB0360  HISTORY     - 1950     MONUMENTED       CGS
 GB0360  HISTORY     - 1957     GOOD             NGS
 GB0360
 GB0360                          STATION DESCRIPTION
 GB0360
 GB0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0360'4.2 MI E FROM CUMBERLAND FALLS.
 GB0360'ABOUT 4.15 MILES EAST ALONG STATE HIGHWAY 90 FROM THE EAST
 GB0360'FERRY LANDING ON CUMBERLAND RIVER AT CUMBERLAND FALLS, ABOUT
 GB0360'0.4 MILE WEST OF HOWARDS MOTEL, ON THE EAST SLOPE OF A LONG
 GB0360'CROOKED HILL AND ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 GB0360'WEST AND SOUTHEAST, AT THE JUNCTION OF A DIM ROAD NORTHEAST,
 GB0360'40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTHEAST
 GB0360'OF THE CENTER OF THE DIM ROAD, 13 1/2 FEET SOUTHWEST OF THE
 GB0360'EAST ONE OF THREE 16-INCH HICKORY TREES, 5 FEET ABOVE THE
 GB0360'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GB0360'INCHES.
 GB0360
 GB0360                          STATION RECOVERY (1957)
 GB0360
 GB0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2959 ***********************************************************************
 GA2959  DESIGNATION -  B 207
 GA2959  PID         -  GA2959
 GA2959  STATE/COUNTY-  KY/BELL
 GA2959  USGS QUAD   -  ARTEMUS (1974)
 GA2959
 GA2959                         *CURRENT SURVEY CONTROL
 GA2959  ___________________________________________________________________
 GA2959* NAD 83(1986)-  36 46 37.     (N)    083 46 16.     (W)     SCALED    
 GA2959* NAVD 88     -       312.250  (meters)    1024.44   (feet)  ADJUSTED  
 GA2959  ___________________________________________________________________
 GA2959  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GA2959  DYNAMIC HT  -         311.987 (meters)    1023.58  (feet)  COMP
 GA2959  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 GA2959
 GA2959  VERT ORDER  -  SECOND    CLASS 0
 GA2959
 GA2959.The horizontal coordinates were scaled from a topographic map and have
 GA2959.an estimated accuracy of +/- 6 seconds.
 GA2959
 GA2959.The orthometric height was determined by differential leveling
 GA2959.and adjusted by the National Geodetic Survey in June 1991..
 GA2959
 GA2959.The geoid height was determined by GEOID03.
 GA2959
 GA2959.The dynamic height is computed by dividing the NAVD 88
 GA2959.geopotential number by the normal gravity value computed on the
 GA2959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2959.degrees latitude (g = 980.6199 gals.).
 GA2959
 GA2959.The modeled gravity was interpolated from observed gravity values.
 GA2959
 GA2959;                    North         East    Units  Estimated Accuracy
 GA2959;SPC KY1Z     - 1,051,110.    1,676,660.      MT  (+/- 180 meters Scaled)
 GA2959
 GA2959                          SUPERSEDED SURVEY CONTROL
 GA2959
 GA2959  NGVD 29 (??/??/92)  312.401  (m)         1024.94   (f) ADJ UNCH    2 0
 GA2959
 GA2959.Superseded values are not recommended for survey control.
 GA2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2959.See file dsdata.txt to determine how the superseded data were derived.
 GA2959
 GA2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA526737(NAD 83)
 GA2959_MARKER: DB = BENCH MARK DISK
 GA2959_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2959_SP_SET: CULVERT
 GA2959_STAMPING: B 207 1950 1024.936
 GA2959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2959+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2959
 GA2959  HISTORY     - Date     Condition        Report By
 GA2959  HISTORY     - 1950     MONUMENTED       CGS
 GA2959  HISTORY     - 1975     GOOD             NGS
 GA2959  HISTORY     - 1977     GOOD             LOCENG
 GA2959  HISTORY     - 20020806 GOOD             KYDT
 GA2959
 GA2959                          STATION DESCRIPTION
 GA2959
 GA2959'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2959'3.8 MI NE FROM INGRAM.
 GA2959'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 GA2959'AT INGRAM, ABOUT 0.5 MILE SOUTHWEST OF THE POST OFFICE AT TINSLEY,
 GA2959'ABOUT 0.1 MILE NORTH OF THE CROSSING OF A POWER TRANSMISSION
 GA2959'LINE, SET IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF
 GA2959'A 3-FOOT CONCRETE BOX CULVERT, 32 FEET EAST OF THE CENTER LINE
 GA2959'OF THE HIGHWAY AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 GA2959
 GA2959                          STATION RECOVERY (1975)
 GA2959
 GA2959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2959'RECOVERED IN GOOD CONDITION.
 GA2959
 GA2959                          STATION RECOVERY (1977)
 GA2959
 GA2959'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 GA2959'RECOVERED IN GOOD CONDITION.
 GA2959
 GA2959                          STATION RECOVERY (2002)
 GA2959
 GA2959'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2971 ***********************************************************************
 GA2971  DESIGNATION -  B 208
 GA2971  PID         -  GA2971
 GA2971  STATE/COUNTY-  KY/WHITLEY
 GA2971  USGS QUAD   -  BARBOURVILLE (1974)
 GA2971
 GA2971                         *CURRENT SURVEY CONTROL
 GA2971  ___________________________________________________________________
 GA2971* NAD 83(1986)-  36 45 31.     (N)    083 58 14.     (W)     SCALED    
 GA2971* NAVD 88     -       294.234  (meters)     965.33   (feet)  ADJUSTED  
 GA2971  ___________________________________________________________________
 GA2971  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GA2971  DYNAMIC HT  -         293.985 (meters)     964.52  (feet)  COMP
 GA2971  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 GA2971
 GA2971  VERT ORDER  -  SECOND    CLASS 0
 GA2971
 GA2971.The horizontal coordinates were scaled from a topographic map and have
 GA2971.an estimated accuracy of +/- 6 seconds.
 GA2971
 GA2971.The orthometric height was determined by differential leveling
 GA2971.and adjusted by the National Geodetic Survey in June 1991..
 GA2971
 GA2971.The geoid height was determined by GEOID03.
 GA2971
 GA2971.The dynamic height is computed by dividing the NAVD 88
 GA2971.geopotential number by the normal gravity value computed on the
 GA2971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2971.degrees latitude (g = 980.6199 gals.).
 GA2971
 GA2971.The modeled gravity was interpolated from observed gravity values.
 GA2971
 GA2971;                    North         East    Units  Estimated Accuracy
 GA2971;SPC KY1Z     - 1,048,720.    1,658,900.      MT  (+/- 180 meters Scaled)
 GA2971
 GA2971                          SUPERSEDED SURVEY CONTROL
 GA2971
 GA2971  NGVD 29 (??/??/92)  294.385  (m)          965.83   (f) ADJ UNCH    2 0
 GA2971
 GA2971.Superseded values are not recommended for survey control.
 GA2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2971.See file dsdata.txt to determine how the superseded data were derived.
 GA2971
 GA2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA348722(NAD 83)
 GA2971_MARKER: DB = BENCH MARK DISK
 GA2971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2971_SP_SET: CULVERT
 GA2971_STAMPING: B 208 1950 965.828
 GA2971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2971+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2971
 GA2971  HISTORY     - Date     Condition        Report By
 GA2971  HISTORY     - 1950     MONUMENTED       CGS
 GA2971  HISTORY     - 1957     GOOD             NGS
 GA2971  HISTORY     - 20020806 GOOD             KYDT
 GA2971
 GA2971                          STATION DESCRIPTION
 GA2971
 GA2971'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2971'0.2 MI NE FROM GAUSDALE.
 GA2971'0.25 MILE NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 GA2971'AT GAUSDALE, ABOUT 0.2 MILE SOUTHWEST OF THE KNOX-WHITLEY COUNTY
 GA2971'LINE, AT THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH
 GA2971'AND SOUTHWEST, SET IN THE TOP OF THE SOUTHWEST END OF THE
 GA2971'SOUTHEAST CONCRETE HEAD WALL OF A 4-FOOT CONCRETE CULVERT, 20 FEET
 GA2971'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 3 1/2 FEET
 GA2971'BELOW THE HIGHWAY.
 GA2971
 GA2971                          STATION RECOVERY (1957)
 GA2971
 GA2971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2971'RECOVERED IN GOOD CONDITION.
 GA2971
 GA2971                          STATION RECOVERY (2002)
 GA2971
 GA2971'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2971'MARK IS 4.5 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3224 ***********************************************************************
 GA3224  DESIGNATION -  B 209 RESET
 GA3224  PID         -  GA3224
 GA3224  STATE/COUNTY-  KY/BELL
 GA3224  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3224
 GA3224                         *CURRENT SURVEY CONTROL
 GA3224  ___________________________________________________________________
 GA3224* NAD 83(1986)-  36 35 55.     (N)    083 44 48.     (W)     SCALED    
 GA3224* NAVD 88     -       362.49   (meters)    1189.3    (feet)  RESET     
 GA3224  ___________________________________________________________________
 GA3224  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GA3224
 GA3224  VERT ORDER  -  THIRD
 GA3224
 GA3224.The horizontal coordinates were scaled from a topographic map and have
 GA3224.an estimated accuracy of +/- 6 seconds.
 GA3224
 GA3224.The orthometric height was computed from unverified reset data.
 GA3224.No vertical observational check was made to the station.
 GA3224
 GA3224.The geoid height was determined by GEOID03.
 GA3224
 GA3224;                    North         East    Units  Estimated Accuracy
 GA3224;SPC KY1Z     - 1,031,370.    1,679,270.      MT  (+/- 180 meters Scaled)
 GA3224
 GA3224                          SUPERSEDED SURVEY CONTROL
 GA3224
 GA3224  NGVD 29 (10/08/05)  362.64   (m)         1189.8    (f) RESET       3  
 GA3224
 GA3224.Superseded values are not recommended for survey control.
 GA3224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3224.See file dsdata.txt to determine how the superseded data were derived.
 GA3224
 GA3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA543538(NAD 83)
 GA3224_MARKER: DB = BENCH MARK DISK
 GA3224_SETTING: 0 = UNSPECIFIED SETTING
 GA3224_STAMPING: B 209 RESET 1975
 GA3224_MARK LOGO: NGS   
 GA3224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3224
 GA3224  HISTORY     - Date     Condition        Report By
 GA3224  HISTORY     - 1975     MONUMENTED       NGS
 GA3224
 GA3224                          STATION DESCRIPTION
 GA3224
 GA3224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GA3224'2.75 MI WEST FROM MIDDLESBORO.
 GA3224'2.75 MILES WEST ALONG THE L AND N RAILROAD FROM THE STATION IN
 GA3224'MIDDLESBORO, ABOUT 0.2 MILE EAST OF MILE POST 218, AT A PAVED
 GA3224'ROAD CROSSING, 45 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 GA3224'TRACK, 16 FEET SOUTH OF THE CENTERLINE OF PAVED ROAD, 13 FEET
 GA3224'WEST OF THE CENTERLINE OF A DRIVEWAY, AND 3 FEET NORTHEAST OF A
 GA3224'TELEPHONE POLE, DISK IS RIVETED TO THE TOP OF A PRE CAST ALUMINUM
 GA3224'MONUMENT.
 GA3224'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2993 ***********************************************************************
 GA2993  DESIGNATION -  B 210
 GA2993  PID         -  GA2993
 GA2993  STATE/COUNTY-  KY/BELL
 GA2993  USGS QUAD   -  KAYJAY (1983)
 GA2993
 GA2993                         *CURRENT SURVEY CONTROL
 GA2993  ___________________________________________________________________
 GA2993* NAD 83(1986)-  36 41 27.     (N)    083 49 26.     (W)     SCALED    
 GA2993* NAVD 88     -       391.432  (meters)    1284.22   (feet)  ADJUSTED  
 GA2993  ___________________________________________________________________
 GA2993  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GA2993  DYNAMIC HT  -         391.090 (meters)    1283.10  (feet)  COMP
 GA2993  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 GA2993
 GA2993  VERT ORDER  -  SECOND    CLASS 0
 GA2993
 GA2993.The horizontal coordinates were scaled from a topographic map and have
 GA2993.an estimated accuracy of +/- 6 seconds.
 GA2993
 GA2993.The orthometric height was determined by differential leveling
 GA2993.and adjusted by the National Geodetic Survey in June 1991..
 GA2993
 GA2993.The geoid height was determined by GEOID03.
 GA2993
 GA2993.The dynamic height is computed by dividing the NAVD 88
 GA2993.geopotential number by the normal gravity value computed on the
 GA2993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2993.degrees latitude (g = 980.6199 gals.).
 GA2993
 GA2993.The modeled gravity was interpolated from observed gravity values.
 GA2993
 GA2993;                    North         East    Units  Estimated Accuracy
 GA2993;SPC KY1Z     - 1,041,460.    1,672,150.      MT  (+/- 180 meters Scaled)
 GA2993
 GA2993                          SUPERSEDED SURVEY CONTROL
 GA2993
 GA2993  NGVD 29 (??/??/92)  391.566  (m)         1284.66   (f) ADJ UNCH    2 0
 GA2993
 GA2993.Superseded values are not recommended for survey control.
 GA2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2993.See file dsdata.txt to determine how the superseded data were derived.
 GA2993
 GA2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA476642(NAD 83)
 GA2993_MARKER: DB = BENCH MARK DISK
 GA2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2993_STAMPING: B 210 1951 1284.663
 GA2993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2993+STABILITY: SURFACE MOTION
 GA2993
 GA2993  HISTORY     - Date     Condition        Report By
 GA2993  HISTORY     - 1951     MONUMENTED       CGS
 GA2993  HISTORY     - 1957     GOOD             NGS
 GA2993
 GA2993                          STATION DESCRIPTION
 GA2993
 GA2993'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2993'2.5 MI NE FROM CHENOA.
 GA2993'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 190 FROM THE SCHOOL AT
 GA2993'CHENOA, AT THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD,
 GA2993'173 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 24.8 FEET
 GA2993'SOUTHEAST OF THE SOUTHEAST RAIL, 57 FEET EAST AND ACROSS TRACK
 GA2993'FROM MILE POST 214, 9 FEET WEST-SOUTHWEST OF A 10-INCH GUM TREE,
 GA2993'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GA2993'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GA2993'NOTE-- MARK IS ABOUT 1.05 MILE NORTHEAST OF DAVISBURG BAPTIST
 GA2993'CHURCH.
 GA2993
 GA2993                          STATION RECOVERY (1957)
 GA2993
 GA2993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3011 ***********************************************************************
 GA3011  DESIGNATION -  B 211
 GA3011  PID         -  GA3011
 GA3011  STATE/COUNTY-  KY/BELL
 GA3011  USGS QUAD   -  KAYJAY (1983)
 GA3011
 GA3011                         *CURRENT SURVEY CONTROL
 GA3011  ___________________________________________________________________
 GA3011* NAD 83(1986)-  36 38 32.     (N)    083 47 06.     (W)     SCALED    
 GA3011* NAVD 88     -       803.495  (meters)    2636.13   (feet)  ADJUSTED  
 GA3011  ___________________________________________________________________
 GA3011  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GA3011  DYNAMIC HT  -         802.797 (meters)    2633.84  (feet)  COMP
 GA3011  MODELED GRAV-     979,733.9   (mgal)                       NAVD 88
 GA3011
 GA3011  VERT ORDER  -  SECOND    CLASS 0
 GA3011
 GA3011.The horizontal coordinates were scaled from a topographic map and have
 GA3011.an estimated accuracy of +/- 6 seconds.
 GA3011
 GA3011.The orthometric height was determined by differential leveling
 GA3011.and adjusted by the National Geodetic Survey in June 1991..
 GA3011
 GA3011.The geoid height was determined by GEOID03.
 GA3011
 GA3011.The dynamic height is computed by dividing the NAVD 88
 GA3011.geopotential number by the normal gravity value computed on the
 GA3011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3011.degrees latitude (g = 980.6199 gals.).
 GA3011
 GA3011.The modeled gravity was interpolated from observed gravity values.
 GA3011
 GA3011;                    North         East    Units  Estimated Accuracy
 GA3011;SPC KY1Z     - 1,036,130.    1,675,740.      MT  (+/- 180 meters Scaled)
 GA3011
 GA3011                          SUPERSEDED SURVEY CONTROL
 GA3011
 GA3011  NGVD 29 (??/??/92)  803.647  (m)         2636.63   (f) ADJ UNCH    2 0
 GA3011
 GA3011.Superseded values are not recommended for survey control.
 GA3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3011.See file dsdata.txt to determine how the superseded data were derived.
 GA3011
 GA3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA510587(NAD 83)
 GA3011_MARKER: DD = SURVEY DISK
 GA3011_SETTING: 80 = SET IN A BOULDER
 GA3011_STAMPING: B 211 1951
 GA3011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3011+STABILITY: SURFACE MOTION
 GA3011
 GA3011  HISTORY     - Date     Condition        Report By
 GA3011  HISTORY     - 1951     MONUMENTED       CGS
 GA3011  HISTORY     - 1957     MARK NOT FOUND   NGS
 GA3011
 GA3011                          STATION DESCRIPTION
 GA3011
 GA3011'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA3011'2.7 MI NW FROM MIDDLESBORO.
 GA3011'2.7 MILES NORTHWEST ALONG A GRAVEL ROAD FOLLOWING BEAN FORK FROM
 GA3011'THE JUNCTION OF STATE HIGHWAY 74 AT MIDDLESBORO, THENCE ABOUT
 GA3011'0.55 MILE NORTH ALONG A TRAIL LEADING ACROSS A MOUNTAIN INTO
 GA3011'LITTLE CLEAR CREEK VALLEY, ABOUT 0.25 MILE SOUTHEAST AND DOWNHILL
 GA3011'FROM THE TOP OF MOUNTAIN, SET IN THE TOP OF THE HIGHEST PORTION
 GA3011'OF THE LOWEST ONE IN A GROUP OF SEVERAL LARGE BOULDERS, 46 FEET
 GA3011'NORTHEAST OF THE CENTER LINE OF TRAIL AND ABOUT 5 FEET ABOVE
 GA3011'TRAIL.  NOTE-- THIS MOUNTAIN TRAIL HAS BEEN ABANDONED AND IS
 GA3011'IMPASSABLE.
 GA3011
 GA3011                          STATION RECOVERY (1957)
 GA3011
 GA3011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA3011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1573 ***********************************************************************
 GZ1573  DESIGNATION -  B 212
 GZ1573  PID         -  GZ1573
 GZ1573  STATE/COUNTY-  KY/MARION
 GZ1573  USGS QUAD   -  BRADFORDSVILLE NE (1987)
 GZ1573
 GZ1573                         *CURRENT SURVEY CONTROL
 GZ1573  ___________________________________________________________________
 GZ1573* NAD 83(1986)-  37 28 49.     (N)    085 07 17.     (W)     SCALED    
 GZ1573* NAVD 88     -       210.692  (meters)     691.25   (feet)  ADJUSTED  
 GZ1573  ___________________________________________________________________
 GZ1573  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 GZ1573  DYNAMIC HT  -         210.526 (meters)     690.70  (feet)  COMP
 GZ1573  MODELED GRAV-     979,839.0   (mgal)                       NAVD 88
 GZ1573
 GZ1573  VERT ORDER  -  SECOND    CLASS 0
 GZ1573
 GZ1573.The horizontal coordinates were scaled from a topographic map and have
 GZ1573.an estimated accuracy of +/- 6 seconds.
 GZ1573
 GZ1573.The orthometric height was determined by differential leveling
 GZ1573.and adjusted by the National Geodetic Survey in June 1991..
 GZ1573
 GZ1573.The geoid height was determined by GEOID03.
 GZ1573
 GZ1573.The dynamic height is computed by dividing the NAVD 88
 GZ1573.geopotential number by the normal gravity value computed on the
 GZ1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1573.degrees latitude (g = 980.6199 gals.).
 GZ1573
 GZ1573.The modeled gravity was interpolated from observed gravity values.
 GZ1573
 GZ1573;                    North         East    Units  Estimated Accuracy
 GZ1573;SPC KY1Z     - 1,127,480.    1,555,600.      MT  (+/- 180 meters Scaled)
 GZ1573
 GZ1573                          SUPERSEDED SURVEY CONTROL
 GZ1573
 GZ1573  NGVD 29 (??/??/92)  210.832  (m)          691.70   (f) ADJ UNCH    2 0
 GZ1573
 GZ1573.Superseded values are not recommended for survey control.
 GZ1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1573.See file dsdata.txt to determine how the superseded data were derived.
 GZ1573
 GZ1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG661498(NAD 83)
 GZ1573_MARKER: DB = BENCH MARK DISK
 GZ1573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1573_SP_SET: CULVERT
 GZ1573_STAMPING: B 212 1951 691.705
 GZ1573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1573
 GZ1573  HISTORY     - Date     Condition        Report By
 GZ1573  HISTORY     - 1951     MONUMENTED       CGS
 GZ1573  HISTORY     - 1958     GOOD             NGS
 GZ1573  HISTORY     - 1983     GOOD             KYDT
 GZ1573
 GZ1573                          STATION DESCRIPTION
 GZ1573
 GZ1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1573'2 MI SE FROM BRADFORDSVILLE.
 GZ1573'ABOUT 1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM THE SCHOOL
 GZ1573'AT BRADFORDSVILLE, ABOUT 1.2 MILES NORTHWEST OF SOUTH FORK
 GZ1573'PRESBYTERIAN CHURCH, SET IN THE TOP OF THE SOUTHEAST END OF THE
 GZ1573'NORTHEAST HEAD WALL OF A 20-FOOT CONCRETE CULVERT WITH PARTITION,
 GZ1573'13 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET
 GZ1573'NORTHWEST OF THE CENTER LINE OF A DRIVE NORTHEAST TO A BARN, AND
 GZ1573'ABOUT 1/2 FOOT ABOVE THE HIGHWAY.
 GZ1573
 GZ1573                          STATION RECOVERY (1958)
 GZ1573
 GZ1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1573'RECOVERED IN GOOD CONDITION.
 GZ1573
 GZ1573                          STATION RECOVERY (1983)
 GZ1573
 GZ1573'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1400 ***********************************************************************
 GZ1400  DESIGNATION -  B 213
 GZ1400  PID         -  GZ1400
 GZ1400  STATE/COUNTY-  KY/BOYLE
 GZ1400  USGS QUAD   -  GRAVEL SWITCH (1953)
 GZ1400
 GZ1400                         *CURRENT SURVEY CONTROL
 GZ1400  ___________________________________________________________________
 GZ1400* NAD 83(1986)-  37 33 29.     (N)    085 01 46.     (W)     SCALED    
 GZ1400* NAVD 88     -       230.669  (meters)     756.79   (feet)  ADJUSTED  
 GZ1400  ___________________________________________________________________
 GZ1400  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 GZ1400  DYNAMIC HT  -         230.490 (meters)     756.20  (feet)  COMP
 GZ1400  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 GZ1400
 GZ1400  VERT ORDER  -  SECOND    CLASS 0
 GZ1400
 GZ1400.The horizontal coordinates were scaled from a topographic map and have
 GZ1400.an estimated accuracy of +/- 6 seconds.
 GZ1400
 GZ1400.The orthometric height was determined by differential leveling
 GZ1400.and adjusted by the National Geodetic Survey in June 1991..
 GZ1400
 GZ1400.The geoid height was determined by GEOID03.
 GZ1400
 GZ1400.The dynamic height is computed by dividing the NAVD 88
 GZ1400.geopotential number by the normal gravity value computed on the
 GZ1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1400.degrees latitude (g = 980.6199 gals.).
 GZ1400
 GZ1400.The modeled gravity was interpolated from observed gravity values.
 GZ1400
 GZ1400;                    North         East    Units  Estimated Accuracy
 GZ1400;SPC KY1Z     - 1,136,170.    1,563,660.      MT  (+/- 180 meters Scaled)
 GZ1400
 GZ1400                          SUPERSEDED SURVEY CONTROL
 GZ1400
 GZ1400  NGVD 29 (??/??/92)  230.812  (m)          757.26   (f) ADJ UNCH    2 0
 GZ1400
 GZ1400.Superseded values are not recommended for survey control.
 GZ1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1400.See file dsdata.txt to determine how the superseded data were derived.
 GZ1400
 GZ1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG740586(NAD 83)
 GZ1400_MARKER: DB = BENCH MARK DISK
 GZ1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1400_STAMPING: B 213 1951 757.256
 GZ1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1400+STABILITY: SURFACE MOTION
 GZ1400
 GZ1400  HISTORY     - Date     Condition        Report By
 GZ1400  HISTORY     - 1951     MONUMENTED       CGS
 GZ1400  HISTORY     - 1958     GOOD             NGS
 GZ1400  HISTORY     - 1983     GOOD             KYDT
 GZ1400  HISTORY     - 20000505 GOOD             WOOLPT
 GZ1400
 GZ1400                          STATION DESCRIPTION
 GZ1400
 GZ1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1400'2.4 MI SE FROM GRAVEL SWITCH.
 GZ1400'ABOUT 0.6 MILE SOUTH AND ABOUT 1.8 MILES SOUTHEAST ALONG STATE
 GZ1400'HIGHWAY 243 FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION
 GZ1400'AT GRAVEL SWITCH, AT NORTH ROLLING FORK BAPTIST CHURCH, 32.6
 GZ1400'FEET SOUTHEAST OF THE SOUTH CORNER OF CHURCH BUILDING AND IN LINE
 GZ1400'WITH THE EXTENDED SOUTHWEST WALL OF BUILDING, 75 FEET
 GZ1400'NORTH-NORTHWEST OF THE CENTER LINE OF HIGHWAY, 72 1/2 FEET
 GZ1400'NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE ACROSS WARDS BRANCH,
 GZ1400'6 FEET EAST-SOUTHEAST OF A 24-INCH ELM TREE, 9 1/2 FEET WEST OF A
 GZ1400'10-INCH MAPLE TREE, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP
 GZ1400'OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 GZ1400
 GZ1400                          STATION RECOVERY (1958)
 GZ1400
 GZ1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1400'RECOVERED IN GOOD CONDITION.
 GZ1400
 GZ1400                          STATION RECOVERY (1983)
 GZ1400
 GZ1400'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1400'RECOVERED IN GOOD CONDITION.
 GZ1400
 GZ1400                          STATION RECOVERY (2000)
 GZ1400
 GZ1400'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 GZ1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1586 ***********************************************************************
 GZ1586  DESIGNATION -  B 215
 GZ1586  PID         -  GZ1586
 GZ1586  STATE/COUNTY-  KY/TAYLOR
 GZ1586  USGS QUAD   -  BRADFORDSVILLE (1952)
 GZ1586
 GZ1586                         *CURRENT SURVEY CONTROL
 GZ1586  ___________________________________________________________________
 GZ1586* NAD 83(1986)-  37 25 12.     (N)    085 14 48.     (W)     SCALED    
 GZ1586* NAVD 88     -       328.932  (meters)    1079.17   (feet)  ADJUSTED  
 GZ1586  ___________________________________________________________________
 GZ1586  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GZ1586  DYNAMIC HT  -         328.668 (meters)    1078.30  (feet)  COMP
 GZ1586  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 GZ1586
 GZ1586  VERT ORDER  -  SECOND    CLASS 0
 GZ1586
 GZ1586.The horizontal coordinates were scaled from a topographic map and have
 GZ1586.an estimated accuracy of +/- 6 seconds.
 GZ1586
 GZ1586.The orthometric height was determined by differential leveling
 GZ1586.and adjusted by the National Geodetic Survey in June 1991..
 GZ1586
 GZ1586.The geoid height was determined by GEOID03.
 GZ1586
 GZ1586.The dynamic height is computed by dividing the NAVD 88
 GZ1586.geopotential number by the normal gravity value computed on the
 GZ1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1586.degrees latitude (g = 980.6199 gals.).
 GZ1586
 GZ1586.The modeled gravity was interpolated from observed gravity values.
 GZ1586
 GZ1586;                    North         East    Units  Estimated Accuracy
 GZ1586;SPC KY1Z     - 1,120,720.    1,544,550.      MT  (+/- 180 meters Scaled)
 GZ1586
 GZ1586                          SUPERSEDED SURVEY CONTROL
 GZ1586
 GZ1586  NGVD 29 (??/??/92)  329.058  (m)         1079.58   (f) ADJ UNCH    2 0
 GZ1586
 GZ1586.Superseded values are not recommended for survey control.
 GZ1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1586.See file dsdata.txt to determine how the superseded data were derived.
 GZ1586
 GZ1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG551429(NAD 83)
 GZ1586_MARKER: DB = BENCH MARK DISK
 GZ1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1586_STAMPING: B 215 1951 1079.584
 GZ1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1586+STABILITY: SURFACE MOTION
 GZ1586
 GZ1586  HISTORY     - Date     Condition        Report By
 GZ1586  HISTORY     - 1951     MONUMENTED       CGS
 GZ1586  HISTORY     - 1958     GOOD             NGS
 GZ1586  HISTORY     - 1983     GOOD             KYDT
 GZ1586
 GZ1586                          STATION DESCRIPTION
 GZ1586
 GZ1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1586'1.9 MI NE FROM SPURLINGTON.
 GZ1586'ABOUT 1.9 MILES NORTHEAST ALONG STATE HIGHWAY 208 FROM THE
 GZ1586'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT SPURLINGTON,
 GZ1586'ABOUT 1.55 MILES NORTHEAST OF UNION RIDGE METHODIST CHURCH AND
 GZ1586'CEMETERY, AT THE JUNCTION OF A ROAD NORTHEAST AND CURVE IN MAIN
 GZ1586'ROAD WITH TANGENTS EXTENDING WEST AND SOUTHEAST, 72 FEET NORTHEAST
 GZ1586'OF THE CENTER LINE OF ROAD SOUTHEAST TO MANNSVILLE, 76.4 FEET
 GZ1586'SOUTHWEST OF THE SOUTHWEST PORCH CORNER OF A FARM HOUSE, 75 FEET
 GZ1586'SOUTHEAST OF THE CENTER LINE OF ROAD NORTHEAST, 20 FEET SOUTH OF
 GZ1586'THE CENTER LINE OF A DRIVE EAST TO FARM HOUSE, 2 FEET SOUTHWEST OF
 GZ1586'A FENCE CORNER, 1 FOOT WEST OF A WIRE FENCE, 2 FEET SOUTH OF A
 GZ1586'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH DRIVE TO HOUSE AND
 GZ1586'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GZ1586
 GZ1586                          STATION RECOVERY (1958)
 GZ1586
 GZ1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1586'RECOVERED IN GOOD CONDITION.
 GZ1586
 GZ1586                          STATION RECOVERY (1983)
 GZ1586
 GZ1586'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2554 ***********************************************************************
 GZ2554  DESIGNATION -  B 215 RESET 1977
 GZ2554  PID         -  GZ2554
 GZ2554  STATE/COUNTY-  KY/TAYLOR
 GZ2554  USGS QUAD   -  BRADFORDSVILLE (1952)
 GZ2554
 GZ2554                         *CURRENT SURVEY CONTROL
 GZ2554  ___________________________________________________________________
 GZ2554* NAD 83(1986)-  37 25 12.     (N)    085 14 48.     (W)     SCALED    
 GZ2554* NAVD 88     -       328.74   (meters)    1078.5    (feet)  RESET     
 GZ2554  ___________________________________________________________________
 GZ2554  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GZ2554
 GZ2554  VERT ORDER  -  THIRD
 GZ2554
 GZ2554.The horizontal coordinates were scaled from a topographic map and have
 GZ2554.an estimated accuracy of +/- 6 seconds.
 GZ2554
 GZ2554.The orthometric height was computed from unverified reset data.
 GZ2554.No vertical observational check was made to the station.
 GZ2554
 GZ2554.The geoid height was determined by GEOID03.
 GZ2554
 GZ2554;                    North         East    Units  Estimated Accuracy
 GZ2554;SPC KY1Z     - 1,120,720.    1,544,550.      MT  (+/- 180 meters Scaled)
 GZ2554
 GZ2554                          SUPERSEDED SURVEY CONTROL
 GZ2554
 GZ2554  NGVD 29 (10/08/05)  328.87   (m)         1079.0    (f) RESET       3  
 GZ2554
 GZ2554.Superseded values are not recommended for survey control.
 GZ2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2554.See file dsdata.txt to determine how the superseded data were derived.
 GZ2554
 GZ2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG551429(NAD 83)
 GZ2554_MARKER: DB = BENCH MARK DISK
 GZ2554_SETTING: 0 = UNSPECIFIED SETTING
 GZ2554_STAMPING: B 215 RESET 1977
 GZ2554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2554
 GZ2554  HISTORY     - Date     Condition        Report By
 GZ2554  HISTORY     - 1977     MONUMENTED       NGS
 GZ2554
 GZ2554                          STATION DESCRIPTION
 GZ2554
 GZ2554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GZ2554'1.9 MI NE FROM SPURLINGTON.
 GZ2554'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 744 FROM THE L AND N RAILROAD
 GZ2554'CROSSING IN SPURLINGTON, ABOUT 1.55 MILES NORTHWEST OF THE UNION
 GZ2554'RIDGE METHODIST CHURCH AND CEMETERY, 35 FEET NORTHEAST OF THE
 GZ2554'CENTERLINE OF STATE HIGHWAY 744, 98 FEET WEST OF THE CENTERLINE OF
 GZ2554'A PAVED ROAD NORTH, AND 6 INCHES SOUTH OF A FENCE.MARK BEING A
 GZ2554'PRE-CAST ALUMINUM MONUMENT.
 GZ2554'THE MARK IS 0.5 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1034 ***********************************************************************
 GZ1034  DESIGNATION -  B 216
 GZ1034  PID         -  GZ1034
 GZ1034  STATE/COUNTY-  KY/PULASKI
 GZ1034  USGS QUAD   -  SCIENCE HILL (1961)
 GZ1034
 GZ1034                         *CURRENT SURVEY CONTROL
 GZ1034  ___________________________________________________________________
 GZ1034* NAD 83(1986)-  37 10 50.     (N)    084 39 22.     (W)     SCALED    
 GZ1034* NAVD 88     -       327.136  (meters)    1073.28   (feet)  POSTED    
 GZ1034  ___________________________________________________________________
 GZ1034  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GZ1034  DYNAMIC HT  -         326.880 (meters)    1072.44  (feet)  COMP
 GZ1034  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 GZ1034
 GZ1034  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GZ1034
 GZ1034.The horizontal coordinates were scaled from a topographic map and have
 GZ1034.an estimated accuracy of +/- 6 seconds.
 GZ1034
 GZ1034.The orthometric height was determined by differential leveling
 GZ1034.and adjusted by the National Geodetic Survey in 1992..
 GZ1034.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GZ1034.rate of 2.1 thru 3.0 mm/km.
 GZ1034
 GZ1034.The geoid height was determined by GEOID03.
 GZ1034
 GZ1034.The dynamic height is computed by dividing the NAVD 88
 GZ1034.geopotential number by the normal gravity value computed on the
 GZ1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1034.degrees latitude (g = 980.6199 gals.).
 GZ1034
 GZ1034.The modeled gravity was interpolated from observed gravity values.
 GZ1034
 GZ1034;                    North         East    Units  Estimated Accuracy
 GZ1034;SPC KY1Z     - 1,094,600.    1,597,130.      MT  (+/- 180 meters Scaled)
 GZ1034
 GZ1034                          SUPERSEDED SURVEY CONTROL
 GZ1034
 GZ1034  NGVD 29 (??/??/92)  327.283  (m)         1073.76   (f) ADJ UNCH    2 0
 GZ1034
 GZ1034.Superseded values are not recommended for survey control.
 GZ1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1034.See file dsdata.txt to determine how the superseded data were derived.
 GZ1034
 GZ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG080174(NAD 83)
 GZ1034_MARKER: DB = BENCH MARK DISK
 GZ1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1034_SP_SET: CONCRETE POST
 GZ1034_STAMPING: B 216 1951 1073.761
 GZ1034_MARK LOGO: CGS   
 GZ1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1034+STABILITY: SURFACE MOTION
 GZ1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1034+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 GZ1034
 GZ1034  HISTORY     - Date     Condition        Report By
 GZ1034  HISTORY     - 1951     MONUMENTED       CGS
 GZ1034  HISTORY     - 1961     MARK NOT FOUND   NGS
 GZ1034  HISTORY     - 1984     GOOD             NGS
 GZ1034  HISTORY     - 20050509 GOOD             KYDT
 GZ1034
 GZ1034                          STATION DESCRIPTION
 GZ1034
 GZ1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1034'2.2 MI W FROM SCIENCE HILL.
 GZ1034'ABOUT 0.25 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1034'STATION AT SCIENCE HILL, THENCE ABOUT 1.9 MILES WEST ALONG A
 GZ1034'GRAVEL ROAD, ABOUT 0.5 MILE EAST OF METHODIST CHURCH AND CEMETERY
 GZ1034'AT MT. ZION, ABOUT 0.35 MILE WEST OF A BRIDGE OF CLIFTY CREEK,
 GZ1034'ABOUT 0.15 MILE EAST OF THE TOP OF A LONG HILL DECENDING EAST, 26
 GZ1034'FEET SOUTH OF THE CENTER LINE OF ROAD, 100 FEET SOUTH AND
 GZ1034'ACROSS ROAD FROM THE SOUTHWEST CORNER OF A FARM HOUSE, 93 FEET
 GZ1034'SOUTHWEST AND ACROSS THE ROAD FROM A 24-INCH MAPLE TREE, 8 1/2
 GZ1034'FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE LEADING
 GZ1034'SOUTH, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 1/2
 GZ1034'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1034'PROJECTING 6 INCHES.
 GZ1034
 GZ1034                          STATION RECOVERY (1961)
 GZ1034
 GZ1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GZ1034'MARK NOT FOUND.
 GZ1034
 GZ1034                          STATION RECOVERY (1984)
 GZ1034
 GZ1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ1034'RECOVERED IN COOD CONDITION AS DESCRIBED, NOT LEVELED TO AT THIS TIME.
 GZ1034
 GZ1034                          STATION RECOVERY (2005)
 GZ1034
 GZ1034'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1034'MARK IS ABOUT 1.1 MILE WEST ALONG KY 1676 FROM JUNCTION OF KY 635.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0970 ***********************************************************************
 GZ0970  DESIGNATION -  B 217
 GZ0970  PID         -  GZ0970
 GZ0970  STATE/COUNTY-  KY/CASEY
 GZ0970  USGS QUAD   -  PHIL (1953)
 GZ0970
 GZ0970                         *CURRENT SURVEY CONTROL
 GZ0970  ___________________________________________________________________
 GZ0970* NAD 83(1986)-  37 08 44.     (N)    084 55 58.     (W)     SCALED    
 GZ0970* NAVD 88     -       340.140  (meters)    1115.94   (feet)  ADJUSTED  
 GZ0970  ___________________________________________________________________
 GZ0970  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GZ0970  DYNAMIC HT  -         339.863 (meters)    1115.03  (feet)  COMP
 GZ0970  MODELED GRAV-     979,806.0   (mgal)                       NAVD 88
 GZ0970
 GZ0970  VERT ORDER  -  SECOND    CLASS 0
 GZ0970
 GZ0970.The horizontal coordinates were scaled from a topographic map and have
 GZ0970.an estimated accuracy of +/- 6 seconds.
 GZ0970
 GZ0970.The orthometric height was determined by differential leveling
 GZ0970.and adjusted by the National Geodetic Survey in June 1991..
 GZ0970
 GZ0970.The geoid height was determined by GEOID03.
 GZ0970
 GZ0970.The dynamic height is computed by dividing the NAVD 88
 GZ0970.geopotential number by the normal gravity value computed on the
 GZ0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0970.degrees latitude (g = 980.6199 gals.).
 GZ0970
 GZ0970.The modeled gravity was interpolated from observed gravity values.
 GZ0970
 GZ0970;                    North         East    Units  Estimated Accuracy
 GZ0970;SPC KY1Z     - 1,090,460.    1,572,600.      MT  (+/- 180 meters Scaled)
 GZ0970
 GZ0970                          SUPERSEDED SURVEY CONTROL
 GZ0970
 GZ0970  NGVD 29 (??/??/92)  340.270  (m)         1116.37   (f) ADJ UNCH    2 0
 GZ0970
 GZ0970.Superseded values are not recommended for survey control.
 GZ0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0970.See file dsdata.txt to determine how the superseded data were derived.
 GZ0970
 GZ0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG835130(NAD 83)
 GZ0970_MARKER: DB = BENCH MARK DISK
 GZ0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0970_STAMPING: B 217 1951 1116.369
 GZ0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0970+STABILITY: SURFACE MOTION
 GZ0970
 GZ0970  HISTORY     - Date     Condition        Report By
 GZ0970  HISTORY     - 1951     MONUMENTED       CGS
 GZ0970  HISTORY     - 1958     GOOD             NGS
 GZ0970  HISTORY     - 1984     GOOD             KYDT
 GZ0970
 GZ0970                          STATION DESCRIPTION
 GZ0970
 GZ0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0970'2.2 MI N FROM WINDSOR.
 GZ0970'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GZ0970'AT WINDSOR, THENCE ABOUT 1.8 MILES NORTHWEST ALONG A BLACK TOP
 GZ0970'ROAD, AT THE JUNCTION OF A GRAVEL ROAD WEST, 111 FEET NORTHEAST
 GZ0970'OF THE CENTER OF THE JUNCTION, 102 FEET EAST AND ACROSS ROAD FROM
 GZ0970'THE SOUTHEAST CORNER OF A SMALL BLACK SMITH SHOP, 46 FEET WEST
 GZ0970'OF THE WEST CORNER OF A BARN, 45 FEET SOUTHEAST OF THE CENTER
 GZ0970'LINE OF THE ROAD, 19 FEET EAST OF A FENCE CORNER, 1 1/2 FEET WEST
 GZ0970'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 GZ0970'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0970
 GZ0970                          STATION RECOVERY (1958)
 GZ0970
 GZ0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0970'RECOVERED IN GOOD CONDITION.
 GZ0970
 GZ0970                          STATION RECOVERY (1984)
 GZ0970
 GZ0970'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1017 ***********************************************************************
 GZ1017  DESIGNATION -  B 219
 GZ1017  PID         -  GZ1017
 GZ1017  STATE/COUNTY-  KY/CASEY
 GZ1017  USGS QUAD   -  MINTONVILLE (1976)
 GZ1017
 GZ1017                         *CURRENT SURVEY CONTROL
 GZ1017  ___________________________________________________________________
 GZ1017* NAD 83(1986)-  37 13 48.     (N)    084 46 09.     (W)     SCALED    
 GZ1017* NAVD 88     -       299.562  (meters)     982.81   (feet)  ADJUSTED  
 GZ1017  ___________________________________________________________________
 GZ1017  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GZ1017  DYNAMIC HT  -         299.314 (meters)     982.00  (feet)  COMP
 GZ1017  MODELED GRAV-     979,797.0   (mgal)                       NAVD 88
 GZ1017
 GZ1017  VERT ORDER  -  SECOND    CLASS 0
 GZ1017
 GZ1017.The horizontal coordinates were scaled from a topographic map and have
 GZ1017.an estimated accuracy of +/- 6 seconds.
 GZ1017
 GZ1017.The orthometric height was determined by differential leveling
 GZ1017.and adjusted by the National Geodetic Survey in June 1991..
 GZ1017
 GZ1017.The geoid height was determined by GEOID03.
 GZ1017
 GZ1017.The dynamic height is computed by dividing the NAVD 88
 GZ1017.geopotential number by the normal gravity value computed on the
 GZ1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1017.degrees latitude (g = 980.6199 gals.).
 GZ1017
 GZ1017.The modeled gravity was interpolated from observed gravity values.
 GZ1017
 GZ1017;                    North         East    Units  Estimated Accuracy
 GZ1017;SPC KY1Z     - 1,099,970.    1,587,040.      MT  (+/- 180 meters Scaled)
 GZ1017
 GZ1017                          SUPERSEDED SURVEY CONTROL
 GZ1017
 GZ1017  NGVD 29 (??/??/92)  299.690  (m)          983.23   (f) ADJ UNCH    2 0
 GZ1017
 GZ1017.Superseded values are not recommended for survey control.
 GZ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1017.See file dsdata.txt to determine how the superseded data were derived.
 GZ1017
 GZ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG979227(NAD 83)
 GZ1017_MARKER: DB = BENCH MARK DISK
 GZ1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1017_STAMPING: B 219 1951 983.233
 GZ1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1017+STABILITY: SURFACE MOTION
 GZ1017
 GZ1017  HISTORY     - Date     Condition        Report By
 GZ1017  HISTORY     - 1951     MONUMENTED       CGS
 GZ1017  HISTORY     - 1958     GOOD             NGS
 GZ1017  HISTORY     - 1981     GOOD             KYDT
 GZ1017  HISTORY     - 20050503 MARK NOT FOUND   KYDT
 GZ1017
 GZ1017                          STATION DESCRIPTION
 GZ1017
 GZ1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1017'0.7 MI SW FROM BETHELRIDGE.
 GZ1017'ABOUT 0.7 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE
 GZ1017'AND SCHOOL AT BETHELRIDGE, NEAR THE FOOT OF A LONG STEEP HILL
 GZ1017'DECENDING SOUTHWEST, NEAR THE NORTH CORNER OF A CULTIVATED
 GZ1017'FIELD, ABOUT 30 YARDS SOUTHWEST OF A FORD ACROSS LICK CREEK, 15
 GZ1017'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET
 GZ1017'SOUTH OF A TRIANGULAR BLAZED 12-INCH WALNUT TREE, 1 1/2 FEET
 GZ1017'SOUTHEAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 GZ1017'WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 GZ1017'CONCRETE POST PROJECTING 3 INCHES.
 GZ1017
 GZ1017                          STATION RECOVERY (1958)
 GZ1017
 GZ1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1017'RECOVERED IN GOOD CONDITION.
 GZ1017
 GZ1017                          STATION RECOVERY (1981)
 GZ1017
 GZ1017'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1017'RECOVERED IN GOOD CONDITION.
 GZ1017
 GZ1017                          STATION RECOVERY (2005)
 GZ1017
 GZ1017'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1765 ***********************************************************************
 GC1765  DESIGNATION -  B 22
 GC1765  PID         -  GC1765
 GC1765  STATE/COUNTY-  KY/TRIGG
 GC1765  USGS QUAD   -  CADIZ (1982)
 GC1765
 GC1765                         *CURRENT SURVEY CONTROL
 GC1765  ___________________________________________________________________
 GC1765* NAD 83(1993)-  36 52 02.75962(N)    087 48 45.77626(W)     ADJUSTED  
 GC1765* NAVD 88     -       152.770  (meters)     501.21   (feet)  ADJUSTED  
 GC1765  ___________________________________________________________________
 GC1765  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 GC1765  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC1765  DYNAMIC HT  -         152.651 (meters)     500.82  (feet)  COMP
 GC1765  MODELED GRAV-     979,851.4   (mgal)                       NAVD 88
 GC1765
 GC1765  HORZ ORDER  -  SECOND
 GC1765  VERT ORDER  -  FIRST     CLASS II
 GC1765
 GC1765.The horizontal coordinates were established by classical geodetic methods
 GC1765.and adjusted by the National Geodetic Survey in December 1995..
 GC1765
 GC1765.The orthometric height was determined by differential leveling
 GC1765.and adjusted by the National Geodetic Survey in June 1991..
 GC1765
 GC1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1765
 GC1765.The geoid height was determined by GEOID03.
 GC1765
 GC1765.The dynamic height is computed by dividing the NAVD 88
 GC1765.geopotential number by the normal gravity value computed on the
 GC1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1765.degrees latitude (g = 980.6199 gals.).
 GC1765
 GC1765.The modeled gravity was interpolated from observed gravity values.
 GC1765
 GC1765;                    North         East     Units Scale Factor Converg.
 GC1765;SPC KY1Z     - 1,061,310.988 1,316,080.166   MT  1.00005865   -1 15 59.1
 GC1765;SPC KY1Z     - 3,481,984.47  4,317,839.68   sFT  1.00005865   -1 15 59.1
 GC1765;SPC KY S     -   561,278.672   316,094.568   MT  0.99997837   -1 15 03.5
 GC1765;SPC KY S     - 1,841,461.78  1,037,053.60   sFT  0.99997837   -1 15 03.5
 GC1765;UTM  16      - 4,080,474.718   427,561.729   MT  0.99966464   -0 29 15.4
 GC1765
 GC1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1765!SPC KY1Z     -   0.99998060  x   1.00005865  =   1.00003925
 GC1765!SPC KY S     -   0.99998060  x   0.99997837  =   0.99995897
 GC1765!UTM  16      -   0.99998060  x   0.99966464  =   0.99964525
 GC1765
 GC1765                          SUPERSEDED SURVEY CONTROL
 GC1765
 GC1765  NAD 83(1986)-  36 52 02.76860(N)    087 48 45.77915(W) AD(       ) 2
 GC1765  NAD 27      -  36 52 02.58300(N)    087 48 45.72400(W) AD(       ) 2
 GC1765  NGVD 29 (??/??/92)  152.841  (m)          501.45   (f) ADJ UNCH    1 2
 GC1765
 GC1765.Superseded values are not recommended for survey control.
 GC1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1765.See file dsdata.txt to determine how the superseded data were derived.
 GC1765
 GC1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2756280475(NAD 83)
 GC1765_MARKER: DB = BENCH MARK DISK
 GC1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1765_STAMPING: B 22 1934
 GC1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1765+STABILITY: SURFACE MOTION
 GC1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC1765+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 GC1765
 GC1765  HISTORY     - Date     Condition        Report By
 GC1765  HISTORY     - 1953     MONUMENTED       USGS
 GC1765  HISTORY     - 1948     GOOD             NGS
 GC1765  HISTORY     - 1982     GOOD             NGS
 GC1765  HISTORY     - 20060404 GOOD             PENRIL
 GC1765
 GC1765                          STATION DESCRIPTION
 GC1765
 GC1765'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GC1765'SEE STATION CADIZ
 GC1765
 GC1765                          STATION RECOVERY (1948)
 GC1765
 GC1765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 GC1765'1.5 MI E FROM CADIZ.
 GC1765'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 68 FROM THE COURT HOUSE
 GC1765'IN CADIZ, 258 FEET EAST OF THE EAST SIDE OF A WHITE STUCCO HOUSE
 GC1765'THAT IS LOCATED BETWEEN THE HIGHWAY AND THE CADIZ RAILROAD
 GC1765'TRACKS, 35 FEET SOUTH OF THE SOUTH RAIL, 39 FEET NORTH OF THE
 GC1765'CENTER LINE OF THE HIGHWAY, 22 FEET NORTHEAST OF A 16-INCH
 GC1765'SYCAMORE, 89 FEET WEST OF POWER POLE NUMBER 4063, ABOUT IN LINE
 GC1765'WITH THE ROW OF POLES, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 GC1765'POST, ABOUT LEVEL WITH THE CENTER OF THE HIGHWAY AND IN THE TOP
 GC1765'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GC1765
 GC1765                          STATION RECOVERY (1982)
 GC1765
 GC1765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GC1765'2.4 KM (1.5 MI) EAST ALONG U.S. HIGHWAY 68 FROM THE COURTHOUSE AT
 GC1765'CADIZ, 3.4 M (11 FT) SOUTHWEST OF A FIRE PLUG, 4.3 M (14 FT) WEST OF
 GC1765'THE SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD CONCRETE LOADING DOCK
 GC1765'AND 8.8 M (29 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 GC1765
 GC1765                          STATION RECOVERY (2006)
 GC1765
 GC1765'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2006 (JMC)
 GC1765'RECOVERED, NOW IN RIGHT-OF-WAY IMMEDIATELY ACROSS US-68B ROADWAY (MAIN
 GC1765'ST, CADIZ, KY) FROM CADIZ HARDWARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1134 ***********************************************************************
 GZ1134  DESIGNATION -  B 220
 GZ1134  PID         -  GZ1134
 GZ1134  STATE/COUNTY-  KY/PULASKI
 GZ1134  USGS QUAD   -  FAUBUSH (1976)
 GZ1134
 GZ1134                         *CURRENT SURVEY CONTROL
 GZ1134  ___________________________________________________________________
 GZ1134* NAD 83(1986)-  37 05 44.     (N)    084 51 37.     (W)     SCALED    
 GZ1134* NAVD 88     -       327.020  (meters)    1072.90   (feet)  ADJUSTED  
 GZ1134  ___________________________________________________________________
 GZ1134  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GZ1134  DYNAMIC HT  -         326.751 (meters)    1072.02  (feet)  COMP
 GZ1134  MODELED GRAV-     979,800.3   (mgal)                       NAVD 88
 GZ1134
 GZ1134  VERT ORDER  -  SECOND    CLASS 0
 GZ1134
 GZ1134.The horizontal coordinates were scaled from a topographic map and have
 GZ1134.an estimated accuracy of +/- 6 seconds.
 GZ1134
 GZ1134.The orthometric height was determined by differential leveling
 GZ1134.and adjusted by the National Geodetic Survey in June 1991..
 GZ1134
 GZ1134.The geoid height was determined by GEOID03.
 GZ1134
 GZ1134.The dynamic height is computed by dividing the NAVD 88
 GZ1134.geopotential number by the normal gravity value computed on the
 GZ1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1134.degrees latitude (g = 980.6199 gals.).
 GZ1134
 GZ1134.The modeled gravity was interpolated from observed gravity values.
 GZ1134
 GZ1134;                    North         East    Units  Estimated Accuracy
 GZ1134;SPC KY1Z     - 1,084,970.    1,579,100.      MT  (+/- 180 meters Scaled)
 GZ1134
 GZ1134                          SUPERSEDED SURVEY CONTROL
 GZ1134
 GZ1134  NGVD 29 (??/??/92)  327.150  (m)         1073.32   (f) ADJ UNCH    2 0
 GZ1134
 GZ1134.Superseded values are not recommended for survey control.
 GZ1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1134.See file dsdata.txt to determine how the superseded data were derived.
 GZ1134
 GZ1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG901076(NAD 83)
 GZ1134_MARKER: DB = BENCH MARK DISK
 GZ1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1134_STAMPING: B 220 1951 1073.325
 GZ1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1134+STABILITY: SURFACE MOTION
 GZ1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1134+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 GZ1134
 GZ1134  HISTORY     - Date     Condition        Report By
 GZ1134  HISTORY     - 1951     MONUMENTED       CGS
 GZ1134  HISTORY     - 1958     GOOD             NGS
 GZ1134  HISTORY     - 1984     GOOD             KYDT
 GZ1134  HISTORY     - 20050502 GOOD             KYDT
 GZ1134
 GZ1134                          STATION DESCRIPTION
 GZ1134
 GZ1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1134'0.1 MI N FROM INGLE.
 GZ1134'ABOUT 0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GZ1134'INGLE, ABOUT 0.7 MILE SOUTH OF A BRICK CHURCH BUILDING, ABOUT
 GZ1134'0.05 MILE SOUTH OF THE STORE AT INGLE, 32 FEET EAST OF THE
 GZ1134'CENTER LINE OF ROAD, 71 FEET NORTHWEST OF THE NORTHWEST CORNER
 GZ1134'OF A BARN, 40 FEET SOUTH OF THE SOUTHWEST CORNER OF AN OLD
 GZ1134'ABANDONED STORE BUILDING, 22 FEET NORTHEAST OF THE NORTH END
 GZ1134'OF A 14-INCH PIPE CULVERT UNDER DRIVE TO BARN, 22 1/2 FEET NORTH
 GZ1134'OF CENTER LINE OF DRIVE, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2
 GZ1134'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 GZ1134'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GZ1134'INCHES.
 GZ1134
 GZ1134                          STATION RECOVERY (1958)
 GZ1134
 GZ1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1134'RECOVERED IN GOOD CONDITION.
 GZ1134
 GZ1134                          STATION RECOVERY (1984)
 GZ1134
 GZ1134'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1134'RECOVERED IN GOOD CONDITION.
 GZ1134
 GZ1134                          STATION RECOVERY (2005)
 GZ1134
 GZ1134'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1134'STORE BUILDING NO LONGER AT LOCATION, MARK IS JUST NORTH OF 1 STORY
 GZ1134'BRICK HOUSE AND SOUTH OF A MOBILE HOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0200 ***********************************************************************
 GB0200  DESIGNATION -  B 221
 GB0200  PID         -  GB0200
 GB0200  STATE/COUNTY-  KY/WHITLEY
 GB0200  USGS QUAD   -  SAXTON (1982)
 GB0200
 GB0200                         *CURRENT SURVEY CONTROL
 GB0200  ___________________________________________________________________
 GB0200* NAD 83(1986)-  36 40 28.     (N)    084 02 42.     (W)     SCALED    
 GB0200* NAVD 88     -       301.730  (meters)     989.93   (feet)  ADJUSTED  
 GB0200  ___________________________________________________________________
 GB0200  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GB0200  DYNAMIC HT  -         301.473 (meters)     989.08  (feet)  COMP
 GB0200  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 GB0200
 GB0200  VERT ORDER  -  SECOND    CLASS 0
 GB0200
 GB0200.The horizontal coordinates were scaled from a topographic map and have
 GB0200.an estimated accuracy of +/- 6 seconds.
 GB0200
 GB0200.The orthometric height was determined by differential leveling
 GB0200.and adjusted by the National Geodetic Survey in June 1991..
 GB0200
 GB0200.The geoid height was determined by GEOID03.
 GB0200
 GB0200.The dynamic height is computed by dividing the NAVD 88
 GB0200.geopotential number by the normal gravity value computed on the
 GB0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0200.degrees latitude (g = 980.6199 gals.).
 GB0200
 GB0200.The modeled gravity was interpolated from observed gravity values.
 GB0200
 GB0200;                    North         East    Units  Estimated Accuracy
 GB0200;SPC KY1Z     - 1,039,250.    1,652,420.      MT  (+/- 180 meters Scaled)
 GB0200
 GB0200                          SUPERSEDED SURVEY CONTROL
 GB0200
 GB0200  NGVD 29 (??/??/92)  301.877  (m)          990.41   (f) ADJ UNCH    2 0
 GB0200
 GB0200.Superseded values are not recommended for survey control.
 GB0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0200.See file dsdata.txt to determine how the superseded data were derived.
 GB0200
 GB0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF640628(NAD 83)
 GB0200_MARKER: DB = BENCH MARK DISK
 GB0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0200_STAMPING: B 221 1951 990.408
 GB0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0200+STABILITY: SURFACE MOTION
 GB0200
 GB0200  HISTORY     - Date     Condition        Report By
 GB0200  HISTORY     - 1951     MONUMENTED       CGS
 GB0200  HISTORY     - 1957     GOOD             NGS
 GB0200
 GB0200                          STATION DESCRIPTION
 GB0200
 GB0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0200'2.2 MI SW FROM GATLIFF.
 GB0200'ABOUT 1.15 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0200'FROM THE STATION AT GATLIFF, THENCE ABOUT 1.0 MILE SOUTHWEST
 GB0200'ALONG A GRAVEL ROAD, ABOUT 0.7 MILE NORTH OF ROAD JUNCTION AT
 GB0200'PACKARD, ABOUT 0.35 MILE SOUTH OF A 20-FOOT WOODEN BRIDGE OVER A
 GB0200'SMALL CREEK, SET NEAR AN UNPAINTED FARM HOUSE, 31 FEET SOUTHWEST
 GB0200'OF THE CENTER LINE OF THE ROAD, 11 FEET SOUTHEAST OF A FOOT PATH
 GB0200'LEADING SOUTHWEST TO HOUSE, 17 FEET NORTHWEST OF A FENCE LINE,
 GB0200'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 GB0200'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB0200'4 INCHES.
 GB0200
 GB0200                          STATION RECOVERY (1957)
 GB0200
 GB0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1619 ***********************************************************************
 GZ1619  DESIGNATION -  B 222
 GZ1619  PID         -  GZ1619
 GZ1619  STATE/COUNTY-  KY/TAYLOR
 GZ1619  USGS QUAD   -  SPURLINGTON (1994)
 GZ1619
 GZ1619                         *CURRENT SURVEY CONTROL
 GZ1619  ___________________________________________________________________
 GZ1619* NAD 83(1986)-  37 27 14.     (N)    085 20 57.     (W)     SCALED    
 GZ1619* NAVD 88     -       249.662  (meters)     819.10   (feet)  ADJUSTED  
 GZ1619  ___________________________________________________________________
 GZ1619  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 GZ1619  DYNAMIC HT  -         249.465 (meters)     818.45  (feet)  COMP
 GZ1619  MODELED GRAV-     979,835.9   (mgal)                       NAVD 88
 GZ1619
 GZ1619  VERT ORDER  -  SECOND    CLASS 0
 GZ1619
 GZ1619.The horizontal coordinates were scaled from a topographic map and have
 GZ1619.an estimated accuracy of +/- 6 seconds.
 GZ1619
 GZ1619.The orthometric height was determined by differential leveling
 GZ1619.and adjusted by the National Geodetic Survey in June 1991..
 GZ1619
 GZ1619.The geoid height was determined by GEOID03.
 GZ1619
 GZ1619.The dynamic height is computed by dividing the NAVD 88
 GZ1619.geopotential number by the normal gravity value computed on the
 GZ1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1619.degrees latitude (g = 980.6199 gals.).
 GZ1619
 GZ1619.The modeled gravity was interpolated from observed gravity values.
 GZ1619
 GZ1619;                    North         East    Units  Estimated Accuracy
 GZ1619;SPC KY1Z     - 1,124,440.    1,535,460.      MT  (+/- 180 meters Scaled)
 GZ1619
 GZ1619                          SUPERSEDED SURVEY CONTROL
 GZ1619
 GZ1619  NGVD 29 (??/??/92)  249.794  (m)          819.53   (f) ADJ UNCH    2 0
 GZ1619
 GZ1619.Superseded values are not recommended for survey control.
 GZ1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1619.See file dsdata.txt to determine how the superseded data were derived.
 GZ1619
 GZ1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG460465(NAD 83)
 GZ1619_MARKER: DB = BENCH MARK DISK
 GZ1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1619_STAMPING: B 222 1951
 GZ1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1619+STABILITY: SURFACE MOTION
 GZ1619
 GZ1619  HISTORY     - Date     Condition        Report By
 GZ1619  HISTORY     - 1951     MONUMENTED       CGS
 GZ1619  HISTORY     - 1981     GOOD             KYDT
 GZ1619
 GZ1619                          STATION DESCRIPTION
 GZ1619
 GZ1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1619'0.6 MI S FROM FINLEY.
 GZ1619'ABOUT 0.65 MILE SOUTH ALONG U.S. HIGHWAY 68 FROM THE CATHOLIC
 GZ1619'CHURCH AT FINLEY, ABOUT 0.15 MILE NORTH OF A BRIDE OVER PITMAN
 GZ1619'CREEK, SET AT THE JUNCTION OF A DRIVE EAST TO A WHITE FARM HOUSE,
 GZ1619'23 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET NORTH
 GZ1619'OF THE CENTER LINE OF THE DRIVE, 81 1/2 FEET NORTHWEST OF THE
 GZ1619'NORTHWEST CORNER OF THE HOUSE, 1 FOOT SOUTHWEST OF A FENCE
 GZ1619'LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ1619'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ1619'PROJECTING 3 INCHES.
 GZ1619
 GZ1619                          STATION RECOVERY (1981)
 GZ1619
 GZ1619'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1599 ***********************************************************************
 GZ1599  DESIGNATION -  B 223
 GZ1599  PID         -  GZ1599
 GZ1599  STATE/COUNTY-  KY/MARION
 GZ1599  USGS QUAD   -  SALOMA (1961)
 GZ1599
 GZ1599                         *CURRENT SURVEY CONTROL
 GZ1599  ___________________________________________________________________
 GZ1599* NAD 83(1986)-  37 28 01.     (N)    085 27 39.     (W)     SCALED    
 GZ1599* NAVD 88     -       310.952  (meters)    1020.18   (feet)  ADJUSTED  
 GZ1599  ___________________________________________________________________
 GZ1599  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 GZ1599  DYNAMIC HT  -         310.707 (meters)    1019.38  (feet)  COMP
 GZ1599  MODELED GRAV-     979,835.0   (mgal)                       NAVD 88
 GZ1599
 GZ1599  VERT ORDER  -  SECOND    CLASS 0
 GZ1599
 GZ1599.The horizontal coordinates were scaled from a topographic map and have
 GZ1599.an estimated accuracy of +/- 6 seconds.
 GZ1599
 GZ1599.The orthometric height was determined by differential leveling
 GZ1599.and adjusted by the National Geodetic Survey in June 1991..
 GZ1599
 GZ1599.The geoid height was determined by GEOID03.
 GZ1599
 GZ1599.The dynamic height is computed by dividing the NAVD 88
 GZ1599.geopotential number by the normal gravity value computed on the
 GZ1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1599.degrees latitude (g = 980.6199 gals.).
 GZ1599
 GZ1599.The modeled gravity was interpolated from observed gravity values.
 GZ1599
 GZ1599;                    North         East    Units  Estimated Accuracy
 GZ1599;SPC KY1Z     - 1,125,850.    1,525,580.      MT  (+/- 180 meters Scaled)
 GZ1599
 GZ1599                          SUPERSEDED SURVEY CONTROL
 GZ1599
 GZ1599  NGVD 29 (??/??/92)  311.081  (m)         1020.60   (f) ADJ UNCH    2 0
 GZ1599
 GZ1599.Superseded values are not recommended for survey control.
 GZ1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1599.See file dsdata.txt to determine how the superseded data were derived.
 GZ1599
 GZ1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG361477(NAD 83)
 GZ1599_MARKER: DB = BENCH MARK DISK
 GZ1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1599_STAMPING: B 223 1951
 GZ1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1599+STABILITY: SURFACE MOTION
 GZ1599
 GZ1599  HISTORY     - Date     Condition        Report By
 GZ1599  HISTORY     - 1951     MONUMENTED       CGS
 GZ1599
 GZ1599                          STATION DESCRIPTION
 GZ1599
 GZ1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1599'2.6 MI E FROM MAPLE.
 GZ1599'ABOUT 2.55 MILES EAST ALONG A GRADED ROAD FROM THE POST OFFICE
 GZ1599'AT MAPLE, ABOUT 0.3 MILE NORTHEAST OF THE JUNCTION OF A ROAD
 GZ1599'SOUTHEAST AND MARION-LARUE COUNTY LINE NORTH (LINE ROAD FOLLOWS
 GZ1599'THE TAYLOR-MARION COUNTY LINE AT THIS POINT), ABOUT 0.2 MILE EAST
 GZ1599'OF A ROAD LEADING NORTH, SET AT THE JUNCITON OF A DRIVE NORTH
 GZ1599'TO AN OLD HOUSE, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD, 14
 GZ1599'FEET EAST OF THE CENTER LINE OF THE DRIVE, 21 FEET NORTHWEST
 GZ1599'OF A FORKED 20-INCH HEDGE TREE, 65 FEET SOUTH OF THE SOUTHEAST
 GZ1599'CORNER OF THE HOUSE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 GZ1599'ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GZ1599'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1557 ***********************************************************************
 GZ1557  DESIGNATION -  B 224
 GZ1557  PID         -  GZ1557
 GZ1557  STATE/COUNTY-  KY/TAYLOR
 GZ1557  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ1557
 GZ1557                         *CURRENT SURVEY CONTROL
 GZ1557  ___________________________________________________________________
 GZ1557* NAD 83(1986)-  37 20 15.     (N)    085 21 16.     (W)     SCALED    
 GZ1557* NAVD 88     -       248.627  (meters)     815.70   (feet)  ADJUSTED  
 GZ1557  ___________________________________________________________________
 GZ1557  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GZ1557  DYNAMIC HT  -         248.431 (meters)     815.06  (feet)  COMP
 GZ1557  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 GZ1557
 GZ1557  VERT ORDER  -  SECOND    CLASS 0
 GZ1557
 GZ1557.The horizontal coordinates were scaled from a topographic map and have
 GZ1557.an estimated accuracy of +/- 6 seconds.
 GZ1557
 GZ1557.The orthometric height was determined by differential leveling
 GZ1557.and adjusted by the National Geodetic Survey in June 1991..
 GZ1557
 GZ1557.The geoid height was determined by GEOID03.
 GZ1557
 GZ1557.The dynamic height is computed by dividing the NAVD 88
 GZ1557.geopotential number by the normal gravity value computed on the
 GZ1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1557.degrees latitude (g = 980.6199 gals.).
 GZ1557
 GZ1557.The modeled gravity was interpolated from observed gravity values.
 GZ1557
 GZ1557;                    North         East    Units  Estimated Accuracy
 GZ1557;SPC KY1Z     - 1,111,520.    1,535,050.      MT  (+/- 180 meters Scaled)
 GZ1557
 GZ1557                          SUPERSEDED SURVEY CONTROL
 GZ1557
 GZ1557  NGVD 29 (??/??/92)  248.766  (m)          816.16   (f) ADJ UNCH    2 0
 GZ1557
 GZ1557.Superseded values are not recommended for survey control.
 GZ1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1557.See file dsdata.txt to determine how the superseded data were derived.
 GZ1557
 GZ1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG457335(NAD 83)
 GZ1557_MARKER: DB = BENCH MARK DISK
 GZ1557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1557_SP_SET: BOX CULVERT
 GZ1557_STAMPING: B 224 1951
 GZ1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1557
 GZ1557  HISTORY     - Date     Condition        Report By
 GZ1557  HISTORY     - 1951     MONUMENTED       CGS
 GZ1557
 GZ1557                          STATION DESCRIPTION
 GZ1557
 GZ1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1557'0.3 MI SW FROM CAMPBELLSVILLE.
 GZ1557'ABOUT 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 68 FROM THE HIGH
 GZ1557'SCHOOL AT CAMPBELLSVILLE, SET IN THE TOP OF THE NORTHEAST
 GZ1557'END OF THE SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE SKEW BOX
 GZ1557'CULVERT, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GZ1557'107 FEET EAST-SOUTHEAST AND ACROSS HIGHWAY FROM THE EAST
 GZ1557'CORNER OF THE DAIRY QUEEN, 1/2 FOOT SOUTHWEST OF THE NORTHEAST
 GZ1557'END OF HEAD WALL AND ABOUT 1 FOOT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1668 ***********************************************************************
 GZ1668  DESIGNATION -  B 225
 GZ1668  PID         -  GZ1668
 GZ1668  STATE/COUNTY-  KY/ADAIR
 GZ1668  USGS QUAD   -  KNIFLEY (1970)
 GZ1668
 GZ1668                         *CURRENT SURVEY CONTROL
 GZ1668  ___________________________________________________________________
 GZ1668* NAD 83(1986)-  37 13 14.     (N)    085 13 08.     (W)     SCALED    
 GZ1668* NAVD 88     -       206.993  (meters)     679.11   (feet)  ADJUSTED  
 GZ1668  ___________________________________________________________________
 GZ1668  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GZ1668  DYNAMIC HT  -         206.827 (meters)     678.56  (feet)  COMP
 GZ1668  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 GZ1668
 GZ1668  VERT ORDER  -  SECOND    CLASS 0
 GZ1668
 GZ1668.The horizontal coordinates were scaled from a topographic map and have
 GZ1668.an estimated accuracy of +/- 6 seconds.
 GZ1668
 GZ1668.The orthometric height was determined by differential leveling
 GZ1668.and adjusted by the National Geodetic Survey in June 1991..
 GZ1668
 GZ1668.The geoid height was determined by GEOID03.
 GZ1668
 GZ1668.The dynamic height is computed by dividing the NAVD 88
 GZ1668.geopotential number by the normal gravity value computed on the
 GZ1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1668.degrees latitude (g = 980.6199 gals.).
 GZ1668
 GZ1668.The modeled gravity was interpolated from observed gravity values.
 GZ1668
 GZ1668;                    North         East    Units  Estimated Accuracy
 GZ1668;SPC KY1Z     - 1,098,600.    1,547,140.      MT  (+/- 180 meters Scaled)
 GZ1668
 GZ1668                          SUPERSEDED SURVEY CONTROL
 GZ1668
 GZ1668  NGVD 29 (??/??/92)  207.139  (m)          679.59   (f) ADJ UNCH    2 0
 GZ1668
 GZ1668.Superseded values are not recommended for survey control.
 GZ1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1668.See file dsdata.txt to determine how the superseded data were derived.
 GZ1668
 GZ1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG580208(NAD 83)
 GZ1668_MARKER: DB = BENCH MARK DISK
 GZ1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1668_STAMPING: B 225 1951 679.589
 GZ1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1668+STABILITY: SURFACE MOTION
 GZ1668
 GZ1668  HISTORY     - Date     Condition        Report By
 GZ1668  HISTORY     - 1951     MONUMENTED       CGS
 GZ1668  HISTORY     - 1958     GOOD             NGS
 GZ1668  HISTORY     - 20050823 MARK NOT FOUND   KYTC
 GZ1668
 GZ1668                          STATION DESCRIPTION
 GZ1668
 GZ1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1668'2.8 MI SW FROM KNIFLEY.
 GZ1668'ABOUT 2.75 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ1668'OFFICE AND INTERSECTION OF STATE HIGHWAY 76 AT KNIFLEY, ABOUT
 GZ1668'0.75 MILE NORTHEAST OF A FORD ACROSS CASEY CREEK AND JUNCTION
 GZ1668'OF A DIM ROAD WEST, ABOUT 0.95 MILE NORTHEAST OF PLUMB POINT
 GZ1668'SCHOOL AND CHURCH, SET AT THE JUNCTION OF A DRIVE NORTHWEST TO A
 GZ1668'BARN, 18 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 11 FEET
 GZ1668'SOUTHWEST OF THE CENTER LINE OF DRIVE, 76 FEET NORTHEAST OF THE
 GZ1668'NORTHWEST END OF A 24-INCH PIPE CULVERT WITH CONCRETE HEAD
 GZ1668'WALLS, 62 FEET SOUTHEAST OF THE EAST CORNER OF BARN, 1 FOOT
 GZ1668'SOUTHEAST OF A FENCE LINE, ABOUT 1 FOOT BELOW THE ROAD AND SET IN
 GZ1668'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE FORD
 GZ1668'ACROSS CASEY CREEK HAS BEEN ELIMINATED AND A BRIDGE CROSSES THE
 GZ1668'CREEK 0.45 MILE SOUTHWEST OF THE MARK.
 GZ1668
 GZ1668                          STATION RECOVERY (1958)
 GZ1668
 GZ1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1668'RECOVERED IN GOOD CONDITION.
 GZ1668
 GZ1668                          STATION RECOVERY (2005)
 GZ1668
 GZ1668'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1760 ***********************************************************************
 GZ1760  DESIGNATION -  B 226
 GZ1760  PID         -  GZ1760
 GZ1760  STATE/COUNTY-  KY/GREEN
 GZ1760  USGS QUAD   -  GRESHAM (1987)
 GZ1760
 GZ1760                         *CURRENT SURVEY CONTROL
 GZ1760  ___________________________________________________________________
 GZ1760* NAD 83(1986)-  37 12 34.     (N)    085 23 29.     (W)     SCALED    
 GZ1760* NAVD 88     -       248.898  (meters)     816.59   (feet)  ADJUSTED  
 GZ1760  ___________________________________________________________________
 GZ1760  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GZ1760  DYNAMIC HT  -         248.703 (meters)     815.95  (feet)  COMP
 GZ1760  MODELED GRAV-     979,841.4   (mgal)                       NAVD 88
 GZ1760
 GZ1760  VERT ORDER  -  SECOND    CLASS 0
 GZ1760
 GZ1760.The horizontal coordinates were scaled from a topographic map and have
 GZ1760.an estimated accuracy of +/- 6 seconds.
 GZ1760
 GZ1760.The orthometric height was determined by differential leveling
 GZ1760.and adjusted by the National Geodetic Survey in June 1991..
 GZ1760
 GZ1760.The geoid height was determined by GEOID03.
 GZ1760
 GZ1760.The dynamic height is computed by dividing the NAVD 88
 GZ1760.geopotential number by the normal gravity value computed on the
 GZ1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1760.degrees latitude (g = 980.6199 gals.).
 GZ1760
 GZ1760.The modeled gravity was interpolated from observed gravity values.
 GZ1760
 GZ1760;                    North         East    Units  Estimated Accuracy
 GZ1760;SPC KY1Z     - 1,097,300.    1,531,830.      MT  (+/- 180 meters Scaled)
 GZ1760
 GZ1760                          SUPERSEDED SURVEY CONTROL
 GZ1760
 GZ1760  NGVD 29 (??/??/92)  249.046  (m)          817.08   (f) ADJ UNCH    2 0
 GZ1760
 GZ1760.Superseded values are not recommended for survey control.
 GZ1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1760.See file dsdata.txt to determine how the superseded data were derived.
 GZ1760
 GZ1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG427193(NAD 83)
 GZ1760_MARKER: DB = BENCH MARK DISK
 GZ1760_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1760_SP_SET: ROCK OUTCROP
 GZ1760_STAMPING: B 226 1951
 GZ1760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1760+STABILITY: POSITION/ELEVATION WELL
 GZ1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1760+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 GZ1760
 GZ1760  HISTORY     - Date     Condition        Report By
 GZ1760  HISTORY     - 1951     MONUMENTED       CGS
 GZ1760  HISTORY     - 20050825 GOOD             KYTC
 GZ1760
 GZ1760                          STATION DESCRIPTION
 GZ1760
 GZ1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1760'3.8 MI W FROM COBURG.
 GZ1760'ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 55 FROM THE POST OFFICE
 GZ1760'AT COBURG, THENCE ABOUT 2.8 MILES WEST ALONG A GRAVEL ROAD,
 GZ1760'ABOUT 0.6 MILE NORTHWEST OF BEACH GROVE SCHOOL, ABOUT 1.0 MILE
 GZ1760'EAST OF PLEASANT HILL SCHOOL, ON THE OUTSIDE OF A CURVE WITH
 GZ1760'TANGENTS EXTENDING WEST AND SOUTHEAST, AT THE JUNCTION OF A
 GZ1760'ROAD EAST, SET IN THE TOP OF A FLAT OUTCROP OF ROCK, 27 FEET
 GZ1760'NORTHEAST OF THE CENTER LINE OF ROAD, 41 FEET NORTHWEST OF THE
 GZ1760'CENTER LINE OF THE NORTHWEST LEG OF SIDE ROAD, 26 1/2 FEET WEST
 GZ1760'OF A 4-INCH CEDAR TREE, 2 FEET NORTH OF A FENCE LINE, ABOUT 3
 GZ1760'FEET SOUTH OF THE EXTENDED CENTER LINE OF WEST TANGENT OF ROAD,
 GZ1760'ABOUT LEVEL WITH ROAD.
 GZ1760
 GZ1760                          STATION RECOVERY (2005)
 GZ1760
 GZ1760'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2006 ***********************************************************************
 GZ2006  DESIGNATION -  B 227
 GZ2006  PID         -  GZ2006
 GZ2006  STATE/COUNTY-  KY/GREEN
 GZ2006  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ2006
 GZ2006                         *CURRENT SURVEY CONTROL
 GZ2006  ___________________________________________________________________
 GZ2006* NAD 83(1986)-  37 17 30.     (N)    085 35 31.     (W)     SCALED    
 GZ2006* NAVD 88     -       156.447  (meters)     513.28   (feet)  ADJUSTED  
 GZ2006  ___________________________________________________________________
 GZ2006  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GZ2006  DYNAMIC HT  -         156.326 (meters)     512.88  (feet)  COMP
 GZ2006  MODELED GRAV-     979,857.4   (mgal)                       NAVD 88
 GZ2006
 GZ2006  VERT ORDER  -  SECOND    CLASS 0
 GZ2006
 GZ2006.The horizontal coordinates were scaled from a topographic map and have
 GZ2006.an estimated accuracy of +/- 6 seconds.
 GZ2006
 GZ2006.The orthometric height was determined by differential leveling
 GZ2006.and adjusted by the National Geodetic Survey in June 1991..
 GZ2006
 GZ2006.The geoid height was determined by GEOID03.
 GZ2006
 GZ2006.The dynamic height is computed by dividing the NAVD 88
 GZ2006.geopotential number by the normal gravity value computed on the
 GZ2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2006.degrees latitude (g = 980.6199 gals.).
 GZ2006
 GZ2006.The modeled gravity was interpolated from observed gravity values.
 GZ2006
 GZ2006;                    North         East    Units  Estimated Accuracy
 GZ2006;SPC KY1Z     - 1,106,370.    1,514,010.      MT  (+/- 180 meters Scaled)
 GZ2006
 GZ2006                          SUPERSEDED SURVEY CONTROL
 GZ2006
 GZ2006  NGVD 29 (??/??/92)  156.591  (m)          513.75   (f) ADJ UNCH    2 0
 GZ2006
 GZ2006.Superseded values are not recommended for survey control.
 GZ2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2006.See file dsdata.txt to determine how the superseded data were derived.
 GZ2006
 GZ2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG248281(NAD 83)
 GZ2006_MARKER: DB = BENCH MARK DISK
 GZ2006_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2006_SP_SET: ROCK LEDGE
 GZ2006_STAMPING: B 227 1951
 GZ2006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2006+STABILITY: POSITION/ELEVATION WELL
 GZ2006
 GZ2006  HISTORY     - Date     Condition        Report By
 GZ2006  HISTORY     - 1951     MONUMENTED       CGS
 GZ2006
 GZ2006                          STATION DESCRIPTION
 GZ2006
 GZ2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2006'1.6 MI SW FROM GABE.
 GZ2006'ABOUT 1.55 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ2006'OFFICE AND CROSSROADS AT GABE, ON THE NORTH BANK OF GREEN RIVER,
 GZ2006'ABOUT 150 YARDS EAST ALONG GREEN RIVER FROM THE CROSSING OF A
 GZ2006'PIPE LINE, SET IN THE TOP OF THE BOTTOM LEDGE OF A ROCK BLUFF THAT
 GZ2006'FORMS THE NORTH BANK OF RIVER, 26 FEET NORTHEAST OF CENTER LINE
 GZ2006'OF ROAD, 2 1/2 FEET NORTH OF SOUTH EDGE OF ROCK LEDGE AND ABOUT
 GZ2006'3 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2079 ***********************************************************************
 GZ2079  DESIGNATION -  B 228
 GZ2079  PID         -  GZ2079
 GZ2079  STATE/COUNTY-  KY/GREEN
 GZ2079  USGS QUAD   -  EXIE (1987)
 GZ2079
 GZ2079                         *CURRENT SURVEY CONTROL
 GZ2079  ___________________________________________________________________
 GZ2079* NAD 83(1986)-  37 13 21.     (N)    085 37 06.     (W)     SCALED    
 GZ2079* NAVD 88     -       187.838  (meters)     616.27   (feet)  ADJUSTED  
 GZ2079  ___________________________________________________________________
 GZ2079  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GZ2079  DYNAMIC HT  -         187.692 (meters)     615.79  (feet)  COMP
 GZ2079  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 GZ2079
 GZ2079  VERT ORDER  -  SECOND    CLASS 0
 GZ2079
 GZ2079.The horizontal coordinates were scaled from a topographic map and have
 GZ2079.an estimated accuracy of +/- 6 seconds.
 GZ2079
 GZ2079.The orthometric height was determined by differential leveling
 GZ2079.and adjusted by the National Geodetic Survey in June 1991..
 GZ2079
 GZ2079.The geoid height was determined by GEOID03.
 GZ2079
 GZ2079.The dynamic height is computed by dividing the NAVD 88
 GZ2079.geopotential number by the normal gravity value computed on the
 GZ2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2079.degrees latitude (g = 980.6199 gals.).
 GZ2079
 GZ2079.The modeled gravity was interpolated from observed gravity values.
 GZ2079
 GZ2079;                    North         East    Units  Estimated Accuracy
 GZ2079;SPC KY1Z     - 1,098,690.    1,511,690.      MT  (+/- 180 meters Scaled)
 GZ2079
 GZ2079                          SUPERSEDED SURVEY CONTROL
 GZ2079
 GZ2079  NGVD 29 (??/??/92)  187.979  (m)          616.73   (f) ADJ UNCH    2 0
 GZ2079
 GZ2079.Superseded values are not recommended for survey control.
 GZ2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2079.See file dsdata.txt to determine how the superseded data were derived.
 GZ2079
 GZ2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG225204(NAD 83)
 GZ2079_MARKER: DB = BENCH MARK DISK
 GZ2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2079_STAMPING: B 228 1951
 GZ2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2079+STABILITY: SURFACE MOTION
 GZ2079
 GZ2079  HISTORY     - Date     Condition        Report By
 GZ2079  HISTORY     - 1951     MONUMENTED       CGS
 GZ2079  HISTORY     - 20010425 MARK NOT FOUND   KYDT
 GZ2079
 GZ2079                          STATION DESCRIPTION
 GZ2079
 GZ2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2079'1.1 MI S FROM DONANSBURG.
 GZ2079'ABOUT 1.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ2079'AND INTERSECTION OF STATE HIGHWAY 88 AT DONANSBURG, ABOUT 0.4
 GZ2079'MILE NORTH OF FANCY RIDGE SCHOOL, ON THE OUTSIDE AND AT THE
 GZ2079'NORTHWEST END OF A CURVE WITH TANGENTS EXTENDING SOUTH AND
 GZ2079'NORTHWEST, AT THE JUNCTION OF A DIM ROAD NORTHEAST, 41 FEET
 GZ2079'NORTHEAST OF THE CENTER LINE OF ROAD, 14 FEET NORTHWEST OF
 GZ2079'CENTER LINE OF DIM ROAD, 7 FEET WEST OF A 40-INCH SYCAMORE TREE
 GZ2079'IN FENCE LINE, 1 FOOT SOUTH OF A FENCE LINE, ABOUT 1 FOOT ABOVE
 GZ2079'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GZ2079'INCHES.
 GZ2079
 GZ2079                          STATION RECOVERY (2001)
 GZ2079
 GZ2079'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2073 ***********************************************************************
 GZ2073  DESIGNATION -  B 229
 GZ2073  PID         -  GZ2073
 GZ2073  STATE/COUNTY-  KY/GREEN
 GZ2073  USGS QUAD   -  HUDGINS (1961)
 GZ2073
 GZ2073                         *CURRENT SURVEY CONTROL
 GZ2073  ___________________________________________________________________
 GZ2073* NAD 83(1986)-  37 16 39.     (N)    085 40 01.     (W)     SCALED    
 GZ2073* NAVD 88     -       192.526  (meters)     631.65   (feet)  ADJUSTED  
 GZ2073  ___________________________________________________________________
 GZ2073  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GZ2073  DYNAMIC HT  -         192.377 (meters)     631.16  (feet)  COMP
 GZ2073  MODELED GRAV-     979,856.6   (mgal)                       NAVD 88
 GZ2073
 GZ2073  VERT ORDER  -  SECOND    CLASS 0
 GZ2073
 GZ2073.The horizontal coordinates were scaled from a topographic map and have
 GZ2073.an estimated accuracy of +/- 6 seconds.
 GZ2073
 GZ2073.The orthometric height was determined by differential leveling
 GZ2073.and adjusted by the National Geodetic Survey in June 1991..
 GZ2073
 GZ2073.The geoid height was determined by GEOID03.
 GZ2073
 GZ2073.The dynamic height is computed by dividing the NAVD 88
 GZ2073.geopotential number by the normal gravity value computed on the
 GZ2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2073.degrees latitude (g = 980.6199 gals.).
 GZ2073
 GZ2073.The modeled gravity was interpolated from observed gravity values.
 GZ2073
 GZ2073;                    North         East    Units  Estimated Accuracy
 GZ2073;SPC KY1Z     - 1,104,790.    1,507,370.      MT  (+/- 180 meters Scaled)
 GZ2073
 GZ2073                          SUPERSEDED SURVEY CONTROL
 GZ2073
 GZ2073  NGVD 29 (??/??/92)  192.665  (m)          632.10   (f) ADJ UNCH    2 0
 GZ2073
 GZ2073.Superseded values are not recommended for survey control.
 GZ2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2073.See file dsdata.txt to determine how the superseded data were derived.
 GZ2073
 GZ2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG181264(NAD 83)
 GZ2073_MARKER: DB = BENCH MARK DISK
 GZ2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2073_STAMPING: B 229 1951
 GZ2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2073+STABILITY: SURFACE MOTION
 GZ2073
 GZ2073  HISTORY     - Date     Condition        Report By
 GZ2073  HISTORY     - 1951     MONUMENTED       CGS
 GZ2073
 GZ2073                          STATION DESCRIPTION
 GZ2073
 GZ2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2073'4.4 MI NW FROM DONANSBURG.
 GZ2073'ABOUT 1.8 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ2073'OFFICE AND INTERSECTION OF STATE HIGHWAY 88 AT DONANSBURG, THENCE
 GZ2073'ABOUT 2.0 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD, THENCE
 GZ2073'ABOUT 0.65 MILE WEST AND NORTHWEST ALONG A GRAVEL ROAD, ABOUT
 GZ2073'0.35 MILE NORTHWEST OF OLD SALEM CHURCH AND SCHOOL, SET IN THE
 GZ2073'Y FORMED BY THE JUNCTION OF A ROAD EAST, 24 FEET NORTHEAST OF
 GZ2073'CENTER LINE OF ROAD NORTHWEST, 25 FEET NORTH OF CENTER LINE OF
 GZ2073'ROAD EAST, 5 FEET EAST OF EXTENDED CENTER LINE OF ROAD SOUTH,
 GZ2073'5 FEET SOUTH OF A FENCE LINE, ABOUT 2 FEET ABOVE ROAD FORK AND
 GZ2073'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0924 ***********************************************************************
 GZ0924  DESIGNATION -  B 230
 GZ0924  PID         -  GZ0924
 GZ0924  STATE/COUNTY-  KY/CASEY
 GZ0924  USGS QUAD   -  YOSEMITE (1979)
 GZ0924
 GZ0924                         *CURRENT SURVEY CONTROL
 GZ0924  ___________________________________________________________________
 GZ0924* NAD 83(1986)-  37 20 47.     (N)    084 49 28.     (W)     SCALED    
 GZ0924* NAVD 88     -       254.829  (meters)     836.05   (feet)  ADJUSTED  
 GZ0924  ___________________________________________________________________
 GZ0924  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GZ0924  DYNAMIC HT  -         254.628 (meters)     835.39  (feet)  COMP
 GZ0924  MODELED GRAV-     979,835.0   (mgal)                       NAVD 88
 GZ0924
 GZ0924  VERT ORDER  -  SECOND    CLASS 0
 GZ0924
 GZ0924.The horizontal coordinates were scaled from a topographic map and have
 GZ0924.an estimated accuracy of +/- 6 seconds.
 GZ0924
 GZ0924.The orthometric height was determined by differential leveling
 GZ0924.and adjusted by the National Geodetic Survey in June 1991..
 GZ0924
 GZ0924.The geoid height was determined by GEOID03.
 GZ0924
 GZ0924.The dynamic height is computed by dividing the NAVD 88
 GZ0924.geopotential number by the normal gravity value computed on the
 GZ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0924.degrees latitude (g = 980.6199 gals.).
 GZ0924
 GZ0924.The modeled gravity was interpolated from observed gravity values.
 GZ0924
 GZ0924;                    North         East    Units  Estimated Accuracy
 GZ0924;SPC KY1Z     - 1,112,840.    1,582,000.      MT  (+/- 180 meters Scaled)
 GZ0924
 GZ0924                          SUPERSEDED SURVEY CONTROL
 GZ0924
 GZ0924  NGVD 29 (??/??/92)  254.967  (m)          836.50   (f) ADJ UNCH    2 0
 GZ0924
 GZ0924.Superseded values are not recommended for survey control.
 GZ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0924.See file dsdata.txt to determine how the superseded data were derived.
 GZ0924
 GZ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG927355(NAD 83)
 GZ0924_MARKER: DB = BENCH MARK DISK
 GZ0924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0924_SP_SET: CULVERT
 GZ0924_STAMPING: B 230 1951 836.504
 GZ0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0924
 GZ0924  HISTORY     - Date     Condition        Report By
 GZ0924  HISTORY     - 1951     MONUMENTED       CGS
 GZ0924  HISTORY     - 1958     POOR             NGS
 GZ0924
 GZ0924                          STATION DESCRIPTION
 GZ0924
 GZ0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0924'AT YOSEMITE.
 GZ0924'AT YOSEMITE, AT THE JUNCTION OF STATE HIGHWAYS 70 AND 198, 50
 GZ0924'FEET EAST OF THE CENTER OF THE JUNCTION AT NORTH POINT OF TRIANGLE
 GZ0924'FORMED BY THE JUNCTION OF THE HIGHWAYS, 24 FEET NORTHEAST OF THE
 GZ0924'CENTER LINE OF HIGHWAY 198, 15 FEET SOUTHEAST OF THE CENTER LINE OF
 GZ0924'A DIRT ROAD NORTHEAST, SET IN THE TOP OF THE NORTH END OF THE
 GZ0924'EAST HEAD WALL OF A 3-FOOT SKEW CONCRETE BOX CULVERT, 41 FEET SOUTH
 GZ0924'AND ACROSS DIRT ROAD FROM THE SOUTH CORNER OF SHORT AND MOORES
 GZ0924'STORE AND ABOUT LEVEL WITH HIGHWAY.
 GZ0924
 GZ0924                          STATION RECOVERY (1958)
 GZ0924
 GZ0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0924'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2628 ***********************************************************************
 GA2628  DESIGNATION -  B 231
 GA2628  PID         -  GA2628
 GA2628  STATE/COUNTY-  KY/BELL
 GA2628  USGS QUAD   -  EAGAN (1953)
 GA2628
 GA2628                         *CURRENT SURVEY CONTROL
 GA2628  ___________________________________________________________________
 GA2628* NAD 83(1986)-  36 37 27.     (N)    083 52 45.     (W)     SCALED    
 GA2628* NAVD 88     -       620.361  (meters)    2035.30   (feet)  ADJUSTED  
 GA2628  ___________________________________________________________________
 GA2628  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GA2628  DYNAMIC HT  -         619.797 (meters)    2033.45  (feet)  COMP
 GA2628  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 GA2628
 GA2628  VERT ORDER  -  SECOND    CLASS 0
 GA2628
 GA2628.The horizontal coordinates were scaled from a topographic map and have
 GA2628.an estimated accuracy of +/- 6 seconds.
 GA2628
 GA2628.The orthometric height was determined by differential leveling
 GA2628.and adjusted by the National Geodetic Survey in June 1991..
 GA2628
 GA2628.The geoid height was determined by GEOID03.
 GA2628
 GA2628.The dynamic height is computed by dividing the NAVD 88
 GA2628.geopotential number by the normal gravity value computed on the
 GA2628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2628.degrees latitude (g = 980.6199 gals.).
 GA2628
 GA2628.The modeled gravity was interpolated from observed gravity values.
 GA2628
 GA2628;                    North         East    Units  Estimated Accuracy
 GA2628;SPC KY1Z     - 1,033,960.    1,667,350.      MT  (+/- 180 meters Scaled)
 GA2628
 GA2628                          SUPERSEDED SURVEY CONTROL
 GA2628
 GA2628  NGVD 29 (??/??/92)  620.474  (m)         2035.67   (f) ADJ UNCH    2 0
 GA2628
 GA2628.Superseded values are not recommended for survey control.
 GA2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2628.See file dsdata.txt to determine how the superseded data were derived.
 GA2628
 GA2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA425570(NAD 83)
 GA2628_MARKER: DB = BENCH MARK DISK
 GA2628_SETTING: 66 = SET IN ROCK OUTCROP
 GA2628_SP_SET: ROCK OUTCROP
 GA2628_STAMPING: B 231 1951 2035.672
 GA2628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2628+STABILITY: POSITION/ELEVATION WELL
 GA2628
 GA2628  HISTORY     - Date     Condition        Report By
 GA2628  HISTORY     - 1951     MONUMENTED       CGS
 GA2628  HISTORY     - 1975     MARK NOT FOUND   NGS
 GA2628
 GA2628                          STATION DESCRIPTION
 GA2628
 GA2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2628'2.4 MI NE FROM FONDE.
 GA2628'2.35 MILES NORTHEAST ALONG STATE HIGHWAY 74 FROM THE JUNCTION OF
 GA2628'STATE HIGHWAY 535 AT FONDE, ABOUT 80 YARDS NORTH OF THE JUNCTION OF
 GA2628'A GRAVEL ROAD LEADING NORTH-NORTHWEST, AT THE JUNCTION OF A DIM
 GA2628'ROAD LEADING NORTH AND FOLLOWING A CREEK BED, ON THE OUTSIDE OF
 GA2628'A SHARP CURVE IN THE HIGHWAY WITH TANGENTS EXTENDING SOUTH AND
 GA2628'EAST, 75 FEET NORTH OF THE CENTER LINE OF THE EAST TANGENT OF
 GA2628'THE HIGHWAY, 12 FEET EAST OF THE CENTER LINE OF DIM ROAD, ABOUT
 GA2628'50 FEET NORTH-NORTHWEST OF THE NORTH END OF A 6-FOOT STONE
 GA2628'CULVERT UNDER HIGHWAY, 7 FEET SOUTHEAST OF A 30-INCH MAPLE TREE,
 GA2628'SET IN AN OUTCROPPING OF ROCK, 1 1/2 FEET NORTH OF THE SOUTH EDGE
 GA2628'OF OUTCROP AND ABOUT 10 FEET BELOW THE HIGHWAY.
 GA2628
 GA2628                          STATION RECOVERY (1975)
 GA2628
 GA2628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1297 ***********************************************************************
 GB1297  DESIGNATION -  B 231 X
 GB1297  PID         -  GB1297
 GB1297  STATE/COUNTY-  KY/PULASKI
 GB1297  USGS QUAD   -  MILL SPRINGS (1978)
 GB1297
 GB1297                         *CURRENT SURVEY CONTROL
 GB1297  ___________________________________________________________________
 GB1297* NAD 83(1986)-  36 59 38.     (N)    084 45 41.     (W)     SCALED    
 GB1297* NAVD 88     -       234.361  (meters)     768.90   (feet)  ADJUSTED  
 GB1297  ___________________________________________________________________
 GB1297  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB1297  DYNAMIC HT  -         234.172 (meters)     768.28  (feet)  COMP
 GB1297  MODELED GRAV-     979,821.4   (mgal)                       NAVD 88
 GB1297
 GB1297  VERT ORDER  -  SECOND    CLASS 0
 GB1297
 GB1297.The horizontal coordinates were scaled from a topographic map and have
 GB1297.an estimated accuracy of +/- 6 seconds.
 GB1297
 GB1297.The orthometric height was determined by differential leveling
 GB1297.and adjusted by the National Geodetic Survey in June 1991..
 GB1297
 GB1297.The geoid height was determined by GEOID03.
 GB1297
 GB1297.The dynamic height is computed by dividing the NAVD 88
 GB1297.geopotential number by the normal gravity value computed on the
 GB1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1297.degrees latitude (g = 980.6199 gals.).
 GB1297
 GB1297.The modeled gravity was interpolated from observed gravity values.
 GB1297
 GB1297;                    North         East    Units  Estimated Accuracy
 GB1297;SPC KY1Z     - 1,073,780.    1,588,010.      MT  (+/- 180 meters Scaled)
 GB1297
 GB1297                          SUPERSEDED SURVEY CONTROL
 GB1297
 GB1297  NGVD 29 (??/??/92)  234.510  (m)          769.39   (f) ADJ UNCH    2 0
 GB1297
 GB1297.Superseded values are not recommended for survey control.
 GB1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1297.See file dsdata.txt to determine how the superseded data were derived.
 GB1297
 GB1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF992965(NAD 83)
 GB1297_MARKER: DB = BENCH MARK DISK
 GB1297_SETTING: 66 = SET IN ROCK OUTCROP
 GB1297_SP_SET: ROCK LEDGE
 GB1297_STAMPING: B 231X1951
 GB1297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1297+STABILITY: POSITION/ELEVATION WELL
 GB1297
 GB1297  HISTORY     - Date     Condition        Report By
 GB1297  HISTORY     - 1951     MONUMENTED       CGS
 GB1297  HISTORY     - 1958     MARK NOT FOUND   NGS
 GB1297
 GB1297                          STATION DESCRIPTION
 GB1297
 GB1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1297'2.2 MI SE FROM NAOMI.
 GB1297'ABOUT 2.25 MILES SOUTHEAST ALONG A DIRT ROAD AND TRAIL FROM
 GB1297'THE POST OFFICE AT NAOMI, ABOUT 0.25 MILE SOUTHEAST OF A CEMETERY,
 GB1297'ABOUT 185 YARDS NORTHWEST OF CENTER OF ROAD AT WATERS EDGE OF
 GB1297'OAK CREEK EMBAYMENT OF WOLF CREEK RESERVOIR, 10 FEET NORTHEAST
 GB1297'OF THE CENTER LINE OF OLD ROAD, 18 FEET SOUTH OF A LONE 6-INCH
 GB1297'CEDAR TREE, AND SET IN THE TOP OF A LIMESTONE LEDGE ABOUT 30 FEET
 GB1297'WIDE AND EXTENDING ACROSS TOP OF RIDGE AND ABOUT 2 1/2 FEET
 GB1297'ABOVE OLD ROAD.  NOTE-- LINE CONTINUES EAST ACROSS OAK CREEK
 GB1297'EMBAYMENT, THENCE ABOUT 0.85 MILE EAST ALONG A DIRT ROAD TO THE
 GB1297'JUNCTION OF STATE HIGHWAY 235 AND POST OFFICE AT TRIMBLE.  THE
 GB1297'ROAD WAS WASHED OUT AND THE MARK COULD NOT BE REACHED.
 GB1297
 GB1297                          STATION RECOVERY (1958)
 GB1297
 GB1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1258 ***********************************************************************
 GB1258  DESIGNATION -  B 232
 GB1258  PID         -  GB1258
 GB1258  STATE/COUNTY-  KY/WAYNE
 GB1258  USGS QUAD   -  FRAZER (1982)
 GB1258
 GB1258                         *CURRENT SURVEY CONTROL
 GB1258  ___________________________________________________________________
 GB1258* NAD 83(1986)-  36 55 01.     (N)    084 39 45.     (W)     SCALED    
 GB1258* NAVD 88     -       274.771  (meters)     901.48   (feet)  ADJUSTED  
 GB1258  ___________________________________________________________________
 GB1258  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GB1258  DYNAMIC HT  -         274.555 (meters)     900.77  (feet)  COMP
 GB1258  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 GB1258
 GB1258  VERT ORDER  -  SECOND    CLASS 0
 GB1258
 GB1258.The horizontal coordinates were scaled from a topographic map and have
 GB1258.an estimated accuracy of +/- 6 seconds.
 GB1258
 GB1258.The orthometric height was determined by differential leveling
 GB1258.and adjusted by the National Geodetic Survey in June 1991..
 GB1258
 GB1258.The geoid height was determined by GEOID03.
 GB1258
 GB1258.The dynamic height is computed by dividing the NAVD 88
 GB1258.geopotential number by the normal gravity value computed on the
 GB1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1258.degrees latitude (g = 980.6199 gals.).
 GB1258
 GB1258.The modeled gravity was interpolated from observed gravity values.
 GB1258
 GB1258;                    North         East    Units  Estimated Accuracy
 GB1258;SPC KY1Z     - 1,065,340.    1,596,910.      MT  (+/- 180 meters Scaled)
 GB1258
 GB1258                          SUPERSEDED SURVEY CONTROL
 GB1258
 GB1258  NGVD 29 (??/??/92)  274.933  (m)          902.01   (f) ADJ UNCH    2 0
 GB1258
 GB1258.Superseded values are not recommended for survey control.
 GB1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1258.See file dsdata.txt to determine how the superseded data were derived.
 GB1258
 GB1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF082882(NAD 83)
 GB1258_MARKER: DB = BENCH MARK DISK
 GB1258_SETTING: 66 = SET IN ROCK OUTCROP
 GB1258_SP_SET: ROCK OUTCROP
 GB1258_STAMPING: B 232 1951 902.009
 GB1258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1258+STABILITY: POSITION/ELEVATION WELL
 GB1258
 GB1258  HISTORY     - Date     Condition        Report By
 GB1258  HISTORY     - 1951     MONUMENTED       CGS
 GB1258  HISTORY     - 1957     GOOD             NGS
 GB1258
 GB1258                          STATION DESCRIPTION
 GB1258
 GB1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1258'1 MI W FROM KIDDER.
 GB1258'ABOUT 0.35 MILE NORTHWEST ALONG A ROUGH ROCKY ROAD FROM THE
 GB1258'POST OFFICE AT KIDDER, THENCE ABOUT 0.7 MILE WEST ALONG A NARROW
 GB1258'ROUGH ROCKY ROAD, AT THE JUNCTION OF A PRIVATE ROAD NORTHWEST
 GB1258'AND ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND
 GB1258'SOUTHEAST, SET IN THE TOP OF AN OUTCROP OF LIMESTONE ABOUT 4 BY
 GB1258'5 FEET, 44 FEET NORTHWEST OF CENTER LINE OF ROAD AT JUNCTION
 GB1258'OF PRIVATE ROAD, 15 FEET NORTHEAST OF CENTER LINE OF PRIVATE
 GB1258'ROAD, 59 FEET SOUTHEAST OF CENTER OF A GATE ACROSS PRIVATE
 GB1258'ROAD, 11 FEET SOUTHWEST OF A RAIL FENCE, 12 FEET NORTHWEST OF
 GB1258'A LINE 3-INCH CEDAR TREE, 3 1/2 FEET ABOVE ROAD AND SET IN A
 GB1258'DRILL HOLE.
 GB1258
 GB1258                          STATION RECOVERY (1957)
 GB1258
 GB1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1134 ***********************************************************************
 GB1134  DESIGNATION -  B 233
 GB1134  PID         -  GB1134
 GB1134  STATE/COUNTY-  KY/WAYNE
 GB1134  USGS QUAD   -  MONTICELLO (1977)
 GB1134
 GB1134                         *CURRENT SURVEY CONTROL
 GB1134  ___________________________________________________________________
 GB1134* NAD 83(1986)-  36 51 55.     (N)    084 46 31.     (W)     SCALED    
 GB1134* NAVD 88     -       292.663  (meters)     960.18   (feet)  ADJUSTED  
 GB1134  ___________________________________________________________________
 GB1134  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 GB1134  DYNAMIC HT  -         292.427 (meters)     959.40  (feet)  COMP
 GB1134  MODELED GRAV-     979,814.9   (mgal)                       NAVD 88
 GB1134
 GB1134  VERT ORDER  -  SECOND    CLASS 0
 GB1134
 GB1134.The horizontal coordinates were scaled from a topographic map and have
 GB1134.an estimated accuracy of +/- 6 seconds.
 GB1134
 GB1134.The orthometric height was determined by differential leveling
 GB1134.and adjusted by the National Geodetic Survey in June 1991..
 GB1134
 GB1134.The geoid height was determined by GEOID03.
 GB1134
 GB1134.The dynamic height is computed by dividing the NAVD 88
 GB1134.geopotential number by the normal gravity value computed on the
 GB1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1134.degrees latitude (g = 980.6199 gals.).
 GB1134
 GB1134.The modeled gravity was interpolated from observed gravity values.
 GB1134
 GB1134;                    North         East    Units  Estimated Accuracy
 GB1134;SPC KY1Z     - 1,059,490.    1,586,920.      MT  (+/- 180 meters Scaled)
 GB1134
 GB1134                          SUPERSEDED SURVEY CONTROL
 GB1134
 GB1134  NGVD 29 (??/??/92)  292.810  (m)          960.66   (f) ADJ UNCH    2 0
 GB1134
 GB1134.Superseded values are not recommended for survey control.
 GB1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1134.See file dsdata.txt to determine how the superseded data were derived.
 GB1134
 GB1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF983822(NAD 83)
 GB1134_MARKER: DB = BENCH MARK DISK
 GB1134_SETTING: 66 = SET IN ROCK OUTCROP
 GB1134_SP_SET: ROCK OUTCROP
 GB1134_STAMPING: B 233 1951 960.661
 GB1134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1134+STABILITY: POSITION/ELEVATION WELL
 GB1134
 GB1134  HISTORY     - Date     Condition        Report By
 GB1134  HISTORY     - 1951     MONUMENTED       CGS
 GB1134  HISTORY     - 1957     POOR             NGS
 GB1134
 GB1134                          STATION DESCRIPTION
 GB1134
 GB1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1134'2.4 MI SE FROM STEUBENVILLE.
 GB1134'ABOUT 2.4 MILES SOUTHEAST AND SOUTH ALONG A GRAVEL AND DIRT ROAD
 GB1134'FROM THE POST OFFICE AND JUNCTION OF STATE HIGHWAY 90 AT STEUBENVILLE,
 GB1134'ABOUT 0.65 MILE SOUTH OF THE JUNCTION OF ROAD NORTHEAST, ABOUT 0.35
 GB1134'MILE SOUTH OF A GRAVEL ROAD WEST, 20 FEET EAST OF THE CENTER LINE
 GB1134'OF THE ROAD, 53 FEET SOUTH OF THE CENTER OF THE JUNCTION OF ROAD AND
 GB1134'A ROAD LEADING SOUTHEAST AT THE CENTER OF A SMALL STREAM, 32 FEET
 GB1134'SOUTHWEST OF CENTER LINE OF ROAD SOUTHEAST, 4 1/2 FEET SOUTHEAST OF
 GB1134'A 6-INCH CEDAR TREE, ABOUT 1 1/2 FEET ABOVE THE ROAD AND SET IN
 GB1134'THE TOP OF A LIMESTONE OUTCROP.  NOTE-- MARK MAY BE REACHED FROM
 GB1134'THE POST OFFICE AT SPANN AT GOING ABOUT 0.45 MILE WEST ALONG A
 GB1134'GRAVEL ROAD, THENCE ABOUT 1.2 MILES NORTHWEST ALONG A DIRT ROAD.
 GB1134
 GB1134                          STATION RECOVERY (1957)
 GB1134
 GB1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1134'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1179 ***********************************************************************
 GB1179  DESIGNATION -  B 234
 GB1179  PID         -  GB1179
 GB1179  STATE/COUNTY-  KY/WAYNE
 GB1179  USGS QUAD   -  MONTICELLO (1977)
 GB1179
 GB1179                         *CURRENT SURVEY CONTROL
 GB1179  ___________________________________________________________________
 GB1179* NAD 83(1986)-  36 45 10.     (N)    084 51 02.     (W)     SCALED    
 GB1179* NAVD 88     -       297.099  (meters)     974.73   (feet)  ADJUSTED  
 GB1179  ___________________________________________________________________
 GB1179  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 GB1179  DYNAMIC HT  -         296.850 (meters)     973.92  (feet)  COMP
 GB1179  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 GB1179
 GB1179  VERT ORDER  -  SECOND    CLASS 0
 GB1179
 GB1179.The horizontal coordinates were scaled from a topographic map and have
 GB1179.an estimated accuracy of +/- 6 seconds.
 GB1179
 GB1179.The orthometric height was determined by differential leveling
 GB1179.and adjusted by the National Geodetic Survey in June 1991..
 GB1179
 GB1179.The geoid height was determined by GEOID03.
 GB1179
 GB1179.The dynamic height is computed by dividing the NAVD 88
 GB1179.geopotential number by the normal gravity value computed on the
 GB1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1179.degrees latitude (g = 980.6199 gals.).
 GB1179
 GB1179.The modeled gravity was interpolated from observed gravity values.
 GB1179
 GB1179;                    North         East    Units  Estimated Accuracy
 GB1179;SPC KY1Z     - 1,046,940.    1,580,330.      MT  (+/- 180 meters Scaled)
 GB1179
 GB1179                          SUPERSEDED SURVEY CONTROL
 GB1179
 GB1179  NGVD 29 (??/??/92)  297.234  (m)          975.18   (f) ADJ UNCH    2 0
 GB1179
 GB1179.Superseded values are not recommended for survey control.
 GB1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1179.See file dsdata.txt to determine how the superseded data were derived.
 GB1179
 GB1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF918696(NAD 83)
 GB1179_MARKER: DB = BENCH MARK DISK
 GB1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1179_STAMPING: B 234 1951 975.175
 GB1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1179+STABILITY: SURFACE MOTION
 GB1179
 GB1179  HISTORY     - Date     Condition        Report By
 GB1179  HISTORY     - 1951     MONUMENTED       CGS
 GB1179  HISTORY     - 1957     GOOD             NGS
 GB1179
 GB1179                          STATION DESCRIPTION
 GB1179
 GB1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1179'0.6 MI S FROM SUMPTER.
 GB1179'ABOUT 0.65 MILE SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AND
 GB1179'ROAD JUNCTION AT SUMPTER, 29 FEET EAST OF CENTER LINE OF ROAD,
 GB1179'144 FEET SOUTHEAST AND ACROSS ROAD FROM THE SOUTHEAST CORNER OF
 GB1179'A HOUSE OWNED BY OTIS EADS, 24 FEET SOUTHWEST OF CENTER LINE OF
 GB1179'ABANDONED ROAD BED LEADING SOUTHEAST, 5 FEET SOUTH OF A FENCE
 GB1179'CORNER, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A
 GB1179'WHITE WOODEN WITNESS POST ABOUT 2 FEET ABOVE LEVEL OF ROAD AND
 GB1179'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB1179
 GB1179                          STATION RECOVERY (1957)
 GB1179
 GB1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1069 ***********************************************************************
 GB1069  DESIGNATION -  B 235
 GB1069  PID         -  GB1069
 GB1069  STATE/COUNTY-  KY/WAYNE
 GB1069  USGS QUAD   -  BELL FARM (1982)
 GB1069
 GB1069                         *CURRENT SURVEY CONTROL
 GB1069  ___________________________________________________________________
 GB1069* NAD 83(1986)-  36 44 56.     (N)    084 43 12.     (W)     SCALED    
 GB1069* NAVD 88     -       268.540  (meters)     881.03   (feet)  ADJUSTED  
 GB1069  ___________________________________________________________________
 GB1069  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1069  DYNAMIC HT  -         268.324 (meters)     880.33  (feet)  COMP
 GB1069  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 GB1069
 GB1069  VERT ORDER  -  SECOND    CLASS 0
 GB1069
 GB1069.The horizontal coordinates were scaled from a topographic map and have
 GB1069.an estimated accuracy of +/- 6 seconds.
 GB1069
 GB1069.The orthometric height was determined by differential leveling
 GB1069.and adjusted by the National Geodetic Survey in June 1991..
 GB1069
 GB1069.The geoid height was determined by GEOID03.
 GB1069
 GB1069.The dynamic height is computed by dividing the NAVD 88
 GB1069.geopotential number by the normal gravity value computed on the
 GB1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1069.degrees latitude (g = 980.6199 gals.).
 GB1069
 GB1069.The modeled gravity was interpolated from observed gravity values.
 GB1069
 GB1069;                    North         East    Units  Estimated Accuracy
 GB1069;SPC KY1Z     - 1,046,630.    1,591,990.      MT  (+/- 180 meters Scaled)
 GB1069
 GB1069                          SUPERSEDED SURVEY CONTROL
 GB1069
 GB1069  NGVD 29 (??/??/92)  268.684  (m)          881.51   (f) ADJ UNCH    2 0
 GB1069
 GB1069.Superseded values are not recommended for survey control.
 GB1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1069.See file dsdata.txt to determine how the superseded data were derived.
 GB1069
 GB1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF035694(NAD 83)
 GB1069_MARKER: DB = BENCH MARK DISK
 GB1069_SETTING: 66 = SET IN ROCK OUTCROP
 GB1069_SP_SET: ROCK OUTCROP
 GB1069_STAMPING: B 235 1951 881.507
 GB1069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1069+STABILITY: POSITION/ELEVATION WELL
 GB1069
 GB1069  HISTORY     - Date     Condition        Report By
 GB1069  HISTORY     - 1951     MONUMENTED       CGS
 GB1069  HISTORY     - 1957     GOOD             NGS
 GB1069
 GB1069                          STATION DESCRIPTION
 GB1069
 GB1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1069'1.4 MI SE FROM COPPERVILLE.
 GB1069'ABOUT 1.35 MILES SOUTHEAST ALONG STATE HIGHWAY 92 FROM THE POST
 GB1069'OFFICE AT COOPERSVILLE, ABOUT 0.4 MILE WEST OF ROCKY BRANCH
 GB1069'SCHOOL, AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO
 GB1069'ROCKYBRANCH AND PARMLEYSVILLE, SET IN THE TOP OF AN OUTCROP OF
 GB1069'ROCK, 24 FEET NORTH OF CENTER LINE OF HIGHWAY, 340 FEET
 GB1069'EAST-NORTHEAST AND ACROSS HIGHWAY FROM NORTHEAST CORNER OF G.C.
 GB1069'FOSTERS STORE, 74 FEET NORTHWEST OF CENTER OF JUNCTION, 12 1/2
 GB1069'FEET SOUTH OF FENCE LINE, 3 FEET NORTH OF SOUTH EDGE OF OUTCROP
 GB1069'AND ABOUT 3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 GB1069
 GB1069                          STATION RECOVERY (1957)
 GB1069
 GB1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0950 ***********************************************************************
 GZ0950  DESIGNATION -  B 236 RESET
 GZ0950  PID         -  GZ0950
 GZ0950  STATE/COUNTY-  KY/CASEY
 GZ0950  USGS QUAD   -  PHIL (1953)
 GZ0950
 GZ0950                         *CURRENT SURVEY CONTROL
 GZ0950  ___________________________________________________________________
 GZ0950* NAD 83(1986)-  37 12 25.     (N)    084 59 14.     (W)     SCALED    
 GZ0950* NAVD 88     -       225.37   (meters)     739.4    (feet)  RESET     
 GZ0950  ___________________________________________________________________
 GZ0950  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GZ0950
 GZ0950  VERT ORDER  -  THIRD
 GZ0950
 GZ0950.The horizontal coordinates were scaled from a topographic map and have
 GZ0950.an estimated accuracy of +/- 6 seconds.
 GZ0950
 GZ0950.The orthometric height was computed from unverified reset data.
 GZ0950.No vertical observational check was made to the station.
 GZ0950
 GZ0950.The geoid height was determined by GEOID03.
 GZ0950
 GZ0950;                    North         East    Units  Estimated Accuracy
 GZ0950;SPC KY1Z     - 1,097,230.    1,567,710.      MT  (+/- 180 meters Scaled)
 GZ0950
 GZ0950                          SUPERSEDED SURVEY CONTROL
 GZ0950
 GZ0950  NGVD 29 (10/08/05)  225.51   (m)          739.9    (f) RESET       3  
 GZ0950
 GZ0950.Superseded values are not recommended for survey control.
 GZ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0950.See file dsdata.txt to determine how the superseded data were derived.
 GZ0950
 GZ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG786197(NAD 83)
 GZ0950_MARKER: DB = BENCH MARK DISK
 GZ0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0950+STABILITY: SURFACE MOTION
 GZ0950
 GZ0950  HISTORY     - Date     Condition        Report By
 GZ0950  HISTORY     - 1954     MONUMENTED       KYHD
 GZ0950  HISTORY     - 1958     MARK NOT FOUND   NGS
 GZ0950
 GZ0950                          STATION DESCRIPTION
 GZ0950
 GZ0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0950'2.1 MI SW FROM PHIL.
 GZ0950'AN HOUR WAS SPENT SEARCHING FOR THIS MARK WITH OUT SUCCESS AT
 GZ0950'THIS TIME, NO ONE COULD BE FOUND WHO KNEW ANYTHING ABOUT THE
 GZ0950'MARK.  AT A LATER DATE ANOTHER SEARCH WAS MADE WHEN I FOUND THE
 GZ0950'LOCAL FARMER WHO OWNED THE PROPERTY ALONG WHICH THE MARK WAS SET,
 GZ0950'HE SAID HE KNEW WHERE THE NEW MARK WAS SET AND HE WENT WITH ME
 GZ0950'TO POINT OUT THE MARK.  WHEN WE REACHED THE DESCRIBED LOCATION
 GZ0950'THERE WAS NO MARK TO BE FOUND, AND HE WAS SURE THE MARK WAS
 GZ0950'PROBABLY KNOCKED OUT WHEN THE SLOPING WAS FINISHED ALONG THE BANK.
 GZ0950'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED
 GZ0950'BY ENGINEERS OF THE STATE DEPARTMENT OF HIGHWAYS IN SEPTEMBER 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1634 ***********************************************************************
 GZ1634  DESIGNATION -  B 237
 GZ1634  PID         -  GZ1634
 GZ1634  STATE/COUNTY-  KY/CASEY
 GZ1634  USGS QUAD   -  CLEMENTSVILLE (1987)
 GZ1634
 GZ1634                         *CURRENT SURVEY CONTROL
 GZ1634  ___________________________________________________________________
 GZ1634* NAD 83(1986)-  37 21 18.     (N)    085 05 30.     (W)     SCALED    
 GZ1634* NAVD 88     -       307.392  (meters)    1008.50   (feet)  ADJUSTED  
 GZ1634  ___________________________________________________________________
 GZ1634  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GZ1634  DYNAMIC HT  -         307.147 (meters)    1007.70  (feet)  COMP
 GZ1634  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 GZ1634
 GZ1634  VERT ORDER  -  SECOND    CLASS 0
 GZ1634
 GZ1634.The horizontal coordinates were scaled from a topographic map and have
 GZ1634.an estimated accuracy of +/- 6 seconds.
 GZ1634
 GZ1634.The orthometric height was determined by differential leveling
 GZ1634.and adjusted by the National Geodetic Survey in June 1991..
 GZ1634
 GZ1634.The geoid height was determined by GEOID03.
 GZ1634
 GZ1634.The dynamic height is computed by dividing the NAVD 88
 GZ1634.geopotential number by the normal gravity value computed on the
 GZ1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1634.degrees latitude (g = 980.6199 gals.).
 GZ1634
 GZ1634.The modeled gravity was interpolated from observed gravity values.
 GZ1634
 GZ1634;                    North         East    Units  Estimated Accuracy
 GZ1634;SPC KY1Z     - 1,113,590.    1,558,320.      MT  (+/- 180 meters Scaled)
 GZ1634
 GZ1634                          SUPERSEDED SURVEY CONTROL
 GZ1634
 GZ1634  NGVD 29 (??/??/92)  307.530  (m)         1008.95   (f) ADJ UNCH    2 0
 GZ1634
 GZ1634.Superseded values are not recommended for survey control.
 GZ1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1634.See file dsdata.txt to determine how the superseded data were derived.
 GZ1634
 GZ1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG690359(NAD 83)
 GZ1634_MARKER: DB = BENCH MARK DISK
 GZ1634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1634_SP_SET: CULVERT
 GZ1634_STAMPING: B 237 1951 1008.955
 GZ1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1634
 GZ1634  HISTORY     - Date     Condition        Report By
 GZ1634  HISTORY     - 1951     MONUMENTED       CGS
 GZ1634  HISTORY     - 1958     GOOD             NGS
 GZ1634
 GZ1634                          STATION DESCRIPTION
 GZ1634
 GZ1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1634'5.6 MI N FROM CLEMENTSVILLE.
 GZ1634'ABOUT 1.9 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST
 GZ1634'OFFICE AT CLEMENTSVILLE, THENCE ABOUT 3.7 MILES NORTHEAST ALONG
 GZ1634'A GRAVEL ROAD, ABOUT 100 YARDS WEST AND ACROSS ROAD FROM NOEL
 GZ1634'CHAPEL CHURCH, ABOUT 0.2 MILE NORTHEAST OF NOEL CHAPEL SCHOOL,
 GZ1634'AT THE BOTTOM OF GRADES AND ON THE OUTSIDE OF A CURVE WITH
 GZ1634'TANGENTS EXTENDING NORTHEAST AND SOUTH, SET IN THE TOP OF THE
 GZ1634'SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 4-FOOT SKEW BOX
 GZ1634'CULVERT, 12 FEET NORTHWEST OF THE CENTER LINE OF ROAD AND ABOUT
 GZ1634'LEVEL WITH THE ROAD.
 GZ1634
 GZ1634                          STATION RECOVERY (1958)
 GZ1634
 GZ1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1699 ***********************************************************************
 GZ1699  DESIGNATION -  B 238
 GZ1699  PID         -  GZ1699
 GZ1699  STATE/COUNTY-  KY/ADAIR
 GZ1699  USGS QUAD   -  MONTPELIER (1976)
 GZ1699
 GZ1699                         *CURRENT SURVEY CONTROL
 GZ1699  ___________________________________________________________________
 GZ1699* NAD 83(1986)-  37 05 51.     (N)    085 12 01.     (W)     SCALED    
 GZ1699* NAVD 88     -       272.726  (meters)     894.77   (feet)  ADJUSTED  
 GZ1699  ___________________________________________________________________
 GZ1699  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GZ1699  DYNAMIC HT  -         272.506 (meters)     894.05  (feet)  COMP
 GZ1699  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 GZ1699
 GZ1699  VERT ORDER  -  SECOND    CLASS 0
 GZ1699
 GZ1699.The horizontal coordinates were scaled from a topographic map and have
 GZ1699.an estimated accuracy of +/- 6 seconds.
 GZ1699
 GZ1699.The orthometric height was determined by differential leveling
 GZ1699.and adjusted by the National Geodetic Survey in June 1991..
 GZ1699
 GZ1699.The geoid height was determined by GEOID03.
 GZ1699
 GZ1699.The dynamic height is computed by dividing the NAVD 88
 GZ1699.geopotential number by the normal gravity value computed on the
 GZ1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1699.degrees latitude (g = 980.6199 gals.).
 GZ1699
 GZ1699.The modeled gravity was interpolated from observed gravity values.
 GZ1699
 GZ1699;                    North         East    Units  Estimated Accuracy
 GZ1699;SPC KY1Z     - 1,084,960.    1,548,870.      MT  (+/- 180 meters Scaled)
 GZ1699
 GZ1699                          SUPERSEDED SURVEY CONTROL
 GZ1699
 GZ1699  NGVD 29 (??/??/92)  272.873  (m)          895.25   (f) ADJ UNCH    2 0
 GZ1699
 GZ1699.Superseded values are not recommended for survey control.
 GZ1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1699.See file dsdata.txt to determine how the superseded data were derived.
 GZ1699
 GZ1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG599072(NAD 83)
 GZ1699_MARKER: DB = BENCH MARK DISK
 GZ1699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1699_SP_SET: CULVERT
 GZ1699_STAMPING: B 238 1951 895.251
 GZ1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1699+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 GZ1699
 GZ1699  HISTORY     - Date     Condition        Report By
 GZ1699  HISTORY     - 1951     MONUMENTED       CGS
 GZ1699  HISTORY     - 1958     POOR             NGS
 GZ1699  HISTORY     - 20050823 GOOD             KYTC
 GZ1699
 GZ1699                          STATION DESCRIPTION
 GZ1699
 GZ1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1699'0.7 MI S FROM OAK GROVE.
 GZ1699'ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH AND
 GZ1699'SCHOOL AND CROSSROADS AT OAK GROVE, ABOUT 1.6 MILES NORTH OF
 GZ1699'THE JUNCTION OF STATE HIGHWAY 80, SET IN THE TOP OF THE SOUTH END
 GZ1699'OF THE WEST HEAD WALL OF A 12-FOOT CONCRETE CULVERT OVER A CREEK,
 GZ1699'15 FEET WEST OF THE CENTER LINE OF ROAD AND ABOUT 1 FOOT BELOW
 GZ1699'THE ROAD.
 GZ1699
 GZ1699                          STATION RECOVERY (1958)
 GZ1699
 GZ1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1699'MARK RECOVERED IN POOR CONDITION.
 GZ1699
 GZ1699                          STATION RECOVERY (2005)
 GZ1699
 GZ1699'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1856 ***********************************************************************
 GZ1856  DESIGNATION -  B 239
 GZ1856  PID         -  GZ1856
 GZ1856  STATE/COUNTY-  KY/RUSSELL
 GZ1856  USGS QUAD   -  RUSSELL SPRINGS (1973)
 GZ1856
 GZ1856                         *CURRENT SURVEY CONTROL
 GZ1856  ___________________________________________________________________
 GZ1856* NAD 83(1986)-  37 00 17.     (N)    085 04 30.     (W)     SCALED    
 GZ1856* NAVD 88     -       308.221  (meters)    1011.22   (feet)  ADJUSTED  
 GZ1856  ___________________________________________________________________
 GZ1856  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GZ1856  DYNAMIC HT  -         307.965 (meters)    1010.38  (feet)  COMP
 GZ1856  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 GZ1856
 GZ1856  VERT ORDER  -  SECOND    CLASS 0
 GZ1856
 GZ1856.The horizontal coordinates were scaled from a topographic map and have
 GZ1856.an estimated accuracy of +/- 6 seconds.
 GZ1856
 GZ1856.The orthometric height was determined by differential leveling
 GZ1856.and adjusted by the National Geodetic Survey in June 1991..
 GZ1856
 GZ1856.The geoid height was determined by GEOID03.
 GZ1856
 GZ1856.The dynamic height is computed by dividing the NAVD 88
 GZ1856.geopotential number by the normal gravity value computed on the
 GZ1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1856.degrees latitude (g = 980.6199 gals.).
 GZ1856
 GZ1856.The modeled gravity was interpolated from observed gravity values.
 GZ1856
 GZ1856;                    North         East    Units  Estimated Accuracy
 GZ1856;SPC KY1Z     - 1,074,730.    1,560,080.      MT  (+/- 180 meters Scaled)
 GZ1856
 GZ1856                          SUPERSEDED SURVEY CONTROL
 GZ1856
 GZ1856  NGVD 29 (??/??/92)  308.362  (m)         1011.68   (f) ADJ UNCH    2 0
 GZ1856
 GZ1856.Superseded values are not recommended for survey control.
 GZ1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1856.See file dsdata.txt to determine how the superseded data were derived.
 GZ1856
 GZ1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF712971(NAD 83)
 GZ1856_MARKER: DB = BENCH MARK DISK
 GZ1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1856_STAMPING: B 239 1951 1011.684
 GZ1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1856+STABILITY: SURFACE MOTION
 GZ1856
 GZ1856  HISTORY     - Date     Condition        Report By
 GZ1856  HISTORY     - 1951     MONUMENTED       CGS
 GZ1856  HISTORY     - 1958     GOOD             NGS
 GZ1856  HISTORY     - 19930701 MARK NOT FOUND   KYDT
 GZ1856
 GZ1856                          STATION DESCRIPTION
 GZ1856
 GZ1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1856'1.6 MI N FROM JAMESTOWN.
 GZ1856'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE COURT
 GZ1856'HOUSE AT JAMESTOWN, ABOUT 0.7 MILE SOUTH OF WELFARE BAPTIST
 GZ1856'CHURCH, ABOUT 0.1 MILE SOUTHEAST OF A DRIVE WEST TO A CEMETERY,
 GZ1856'ABOUT 45 YARDS SOUTHEAST OF THE CENTER OF A CURVE WITH TANGENTS
 GZ1856'EXTENDING SOUTHEAST AND NORTH, 29 FEET SOUTHWEST OF THE CENTER
 GZ1856'LINE OF HIGHWAY, 1 FOOT NORTHEAST OF A FENCE LINE, 60 FEET WEST
 GZ1856'OF THE CENTER LINE OF A DRIVE SOUTH TO A 1 1/2-STORY FARM HOUSE,
 GZ1856'23 FEET SOUTHEAST OF A FENCE CORNER, 3 FEET SOUTHEAST OF A
 GZ1856'TELEPHONE POLE, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE
 GZ1856'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1856
 GZ1856                          STATION RECOVERY (1958)
 GZ1856
 GZ1856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1856'RECOVERED IN GOOD CONDITION.
 GZ1856
 GZ1856                          STATION RECOVERY (1993)
 GZ1856
 GZ1856'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1605 ***********************************************************************
 GB1605  DESIGNATION -  B 240 RESET 1972
 GB1605  PID         -  GB1605
 GB1605  STATE/COUNTY-  KY/RUSSELL
 GB1605  USGS QUAD   -  JAMESTOWN (1978)
 GB1605
 GB1605                         *CURRENT SURVEY CONTROL
 GB1605  ___________________________________________________________________
 GB1605* NAD 83(1986)-  36 59 32.     (N)    085 05 02.     (W)     SCALED    
 GB1605* NAVD 88     -       300.33   (+/-2cm)     985.3    (feet)  VERTCON   
 GB1605  ___________________________________________________________________
 GB1605  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GB1605
 GB1605  VERT ORDER  -  THIRD (See Below)
 GB1605
 GB1605.The horizontal coordinates were scaled from a topographic map and have
 GB1605.an estimated accuracy of +/- 6 seconds.
 GB1605
 GB1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB1605.The vertical order pertains to the NGVD 29 superseded value.
 GB1605
 GB1605.The geoid height was determined by GEOID03.
 GB1605
 GB1605;                    North         East    Units  Estimated Accuracy
 GB1605;SPC KY1Z     - 1,073,340.    1,559,300.      MT  (+/- 180 meters Scaled)
 GB1605
 GB1605                          SUPERSEDED SURVEY CONTROL
 GB1605
 GB1605  NGVD 29 (??/??/??)  300.47   (m)          985.8    (f) RESET       3  
 GB1605
 GB1605.Superseded values are not recommended for survey control.
 GB1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1605.See file dsdata.txt to determine how the superseded data were derived.
 GB1605
 GB1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF705957(NAD 83)
 GB1605_MARKER: DB = BENCH MARK DISK
 GB1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1605_STAMPING: B 240 RESET 1972
 GB1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1605+STABILITY: SURFACE MOTION
 GB1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1605+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 GB1605
 GB1605  HISTORY     - Date     Condition        Report By
 GB1605  HISTORY     - 1972     MONUMENTED       NGS
 GB1605  HISTORY     - 20040310 GOOD             KYDT
 GB1605
 GB1605                          STATION DESCRIPTION
 GB1605
 GB1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GB1605'1.4 MI NW FROM JAMESTOWN.
 GB1605'TO REACH THE MARK FROM THE NORTH SIDE OF THE RUSSELL COUNTY
 GB1605'COURTHOUSE SQUARE IN JAMESTOWN, GO NORTHWESTERLY ON U.S. HIGHWAY
 GB1605'127 AND STATE ROUTE 92 (THIS IS NORTH MAIN STREET) FOR 0.5
 GB1605'OF A MILE TO WHERE STATE ROUTE 92 BEARS LEFT.  HERE BEAR LEFT
 GB1605'ON STATE ROUTE 92 (THIS IS ESTO ROAD) AND GO WESTERLY FOR 0.9
 GB1605'OF A MILE TO THE FARM HOMES OF HERBY HAY AND T.A. HAY ON THE LEFT,
 GB1605'AND THE MARK AS DESCRIBED.  IT IS 110 FEET NORTHEAST OF THE
 GB1605'NORTHEAST CORNER OF THE T.A. HAY HOME, 69 FEET NORTH-NORTHWEST
 GB1605'OF THE NORTHWEST CORNER OF THE CONCRETE PORCH OF THE HERBY HAY
 GB1605'HOME, 67 FEET WEST OF THE HERBY HAY MAILBOX, 45 FEET WEST-NORTHWEST
 GB1605'OF THE APPROXIMATE CENTER OF THE HERBY HAY DRIVEWAY, 32 FEET
 GB1605'SOUTH-SOUTHEAST OF THE T.A. HAY MAILBOX, 31 FEET
 GB1605'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 92,
 GB1605'8 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE T.A. HAY
 GB1605'DRIVEWAY, AND 2.5 FEET NORTH OF A POWERLINE TRANSFORMER POLE.  IT
 GB1605'IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 GB1605'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED B 240
 GB1605'RESET 1972.
 GB1605
 GB1605                          STATION RECOVERY (2004)
 GB1605
 GB1605'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1605'MARK IS 2 FEET NORTH OF SOUTH KY RECC POWER POLE NO. 174466 AND
 GB1605'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1171 ***********************************************************************
 GB1171  DESIGNATION -  B 241
 GB1171  PID         -  GB1171
 GB1171  STATE/COUNTY-  KY/WAYNE
 GB1171  USGS QUAD   -  JABEZ (1978)
 GB1171
 GB1171                         *CURRENT SURVEY CONTROL
 GB1171  ___________________________________________________________________
 GB1171* NAD 83(1986)-  36 56 53.     (N)    084 52 43.     (W)     SCALED    
 GB1171* NAVD 88     -       305.563  (meters)    1002.50   (feet)  ADJUSTED  
 GB1171  ___________________________________________________________________
 GB1171  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GB1171  DYNAMIC HT  -         305.310 (meters)    1001.67  (feet)  COMP
 GB1171  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 GB1171
 GB1171  VERT ORDER  -  SECOND    CLASS 0
 GB1171
 GB1171.The horizontal coordinates were scaled from a topographic map and have
 GB1171.an estimated accuracy of +/- 6 seconds.
 GB1171
 GB1171.The orthometric height was determined by differential leveling
 GB1171.and adjusted by the National Geodetic Survey in June 1991..
 GB1171
 GB1171.The geoid height was determined by GEOID03.
 GB1171
 GB1171.The dynamic height is computed by dividing the NAVD 88
 GB1171.geopotential number by the normal gravity value computed on the
 GB1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1171.degrees latitude (g = 980.6199 gals.).
 GB1171
 GB1171.The modeled gravity was interpolated from observed gravity values.
 GB1171
 GB1171;                    North         East    Units  Estimated Accuracy
 GB1171;SPC KY1Z     - 1,068,590.    1,577,620.      MT  (+/- 180 meters Scaled)
 GB1171
 GB1171                          SUPERSEDED SURVEY CONTROL
 GB1171
 GB1171  NGVD 29 (??/??/92)  305.700  (m)         1002.95   (f) ADJ UNCH    2 0
 GB1171
 GB1171.Superseded values are not recommended for survey control.
 GB1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1171.See file dsdata.txt to determine how the superseded data were derived.
 GB1171
 GB1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF888912(NAD 83)
 GB1171_MARKER: DB = BENCH MARK DISK
 GB1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1171_STAMPING: B 241 1951 1002.951
 GB1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1171+STABILITY: SURFACE MOTION
 GB1171
 GB1171  HISTORY     - Date     Condition        Report By
 GB1171  HISTORY     - 1951     MONUMENTED       CGS
 GB1171  HISTORY     - 1958     GOOD             NGS
 GB1171
 GB1171                          STATION DESCRIPTION
 GB1171
 GB1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1171'3.2 MI S FROM JABEZ.
 GB1171'ABOUT 3.25 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CROSSROADS
 GB1171'AND CHURCH AT JABEZ, ABOUT 0.25 MILE NORTH OF UNION SCHOOL, AT
 GB1171'THE JUNCTION OF A TRAIL LEADING EAST, 34 FEET EAST OF THE CENTER
 GB1171'LINE OF ROAD, 27 FEET NORTH OF THE CENTER LINE OF TRAIL, ABOUT
 GB1171'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB1171'3 INCHES.
 GB1171
 GB1171                          STATION RECOVERY (1958)
 GB1171
 GB1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1508 ***********************************************************************
 GZ1508  DESIGNATION -  B 242
 GZ1508  PID         -  GZ1508
 GZ1508  STATE/COUNTY-  KY/ADAIR
 GZ1508  USGS QUAD   -  GRADYVILLE (1973)
 GZ1508
 GZ1508                         *CURRENT SURVEY CONTROL
 GZ1508  ___________________________________________________________________
 GZ1508* NAD 83(1986)-  37 03 30.     (N)    085 25 50.     (W)     SCALED    
 GZ1508* NAVD 88     -       212.134  (meters)     695.98   (feet)  ADJUSTED  
 GZ1508  ___________________________________________________________________
 GZ1508  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GZ1508  DYNAMIC HT  -         211.964 (meters)     695.42  (feet)  COMP
 GZ1508  MODELED GRAV-     979,826.1   (mgal)                       NAVD 88
 GZ1508
 GZ1508  VERT ORDER  -  FIRST     CLASS I
 GZ1508
 GZ1508.The horizontal coordinates were scaled from a topographic map and have
 GZ1508.an estimated accuracy of +/- 6 seconds.
 GZ1508
 GZ1508.The orthometric height was determined by differential leveling
 GZ1508.and adjusted by the National Geodetic Survey in June 1991..
 GZ1508
 GZ1508.The geoid height was determined by GEOID03.
 GZ1508
 GZ1508.The dynamic height is computed by dividing the NAVD 88
 GZ1508.geopotential number by the normal gravity value computed on the
 GZ1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1508.degrees latitude (g = 980.6199 gals.).
 GZ1508
 GZ1508.The modeled gravity was interpolated from observed gravity values.
 GZ1508
 GZ1508;                    North         East    Units  Estimated Accuracy
 GZ1508;SPC KY1Z     - 1,080,510.    1,528,410.      MT  (+/- 180 meters Scaled)
 GZ1508
 GZ1508                          SUPERSEDED SURVEY CONTROL
 GZ1508
 GZ1508  NGVD 29 (??/??/92)  212.290  (m)          696.49   (f) ADJ UNCH    1 1
 GZ1508
 GZ1508.Superseded values are not recommended for survey control.
 GZ1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1508.See file dsdata.txt to determine how the superseded data were derived.
 GZ1508
 GZ1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG395024(NAD 83)
 GZ1508_MARKER: DB = BENCH MARK DISK
 GZ1508_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GZ1508_SP_SET: BRIDGE BANISTER
 GZ1508_STAMPING: B 242 1951 696.488
 GZ1508_MARK LOGO: CGS   
 GZ1508_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1508+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 GZ1508
 GZ1508  HISTORY     - Date     Condition        Report By
 GZ1508  HISTORY     - 1951     MONUMENTED       CGS
 GZ1508  HISTORY     - 1968     GOOD             NGS
 GZ1508  HISTORY     - 19931101 GOOD             KYDT
 GZ1508  HISTORY     - 20050824 GOOD             KYTC
 GZ1508
 GZ1508                          STATION DESCRIPTION
 GZ1508
 GZ1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1508'8.4 MI SW FROM COLUMBIA.
 GZ1508'ABOUT 0.5 MILE SOUTHWEST ALONG BURKESVILLE STREET WHICH IS
 GZ1508'STATE HIGHWAY 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA,
 GZ1508'THENCE 2.3 MILES SOUTHWEST ALONG STATE HIGHWAYS 61 AND 80, THENCE
 GZ1508'5.6 MILES SOUTHWEST ALONG STATE HIGHWAY 80, 0.6 MILE SOUTHWEST
 GZ1508'OF THE COMMUNITY OF GRADYVILLE, SET IN THE TOP OF THE SOUTHEAST
 GZ1508'END OF THE SOUTHWEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 GZ1508'OVER BIG CREEK, 13 1/2 FEET SOUTHEAST OF THE CENTERLINE AND
 GZ1508'ABOUT LEVEL WITH THE HIGHWAY.
 GZ1508
 GZ1508                          STATION RECOVERY (1993)
 GZ1508
 GZ1508'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1508'RECOVERED AS DESCRIBED.
 GZ1508
 GZ1508                          STATION RECOVERY (2005)
 GZ1508
 GZ1508'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1776 ***********************************************************************
 GZ1776  DESIGNATION -  B 243
 GZ1776  PID         -  GZ1776
 GZ1776  STATE/COUNTY-  KY/ADAIR
 GZ1776  USGS QUAD   -  GRADYVILLE (1973)
 GZ1776
 GZ1776                         *CURRENT SURVEY CONTROL
 GZ1776  ___________________________________________________________________
 GZ1776* NAD 83(1986)-  37 07 10.     (N)    085 23 38.     (W)     SCALED    
 GZ1776* NAVD 88     -       195.824  (meters)     642.47   (feet)  ADJUSTED  
 GZ1776  ___________________________________________________________________
 GZ1776  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ1776  DYNAMIC HT  -         195.669 (meters)     641.96  (feet)  COMP
 GZ1776  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 GZ1776
 GZ1776  VERT ORDER  -  SECOND    CLASS 0
 GZ1776
 GZ1776.The horizontal coordinates were scaled from a topographic map and have
 GZ1776.an estimated accuracy of +/- 6 seconds.
 GZ1776
 GZ1776.The orthometric height was determined by differential leveling
 GZ1776.and adjusted by the National Geodetic Survey in June 1991..
 GZ1776
 GZ1776.The geoid height was determined by GEOID03.
 GZ1776
 GZ1776.The dynamic height is computed by dividing the NAVD 88
 GZ1776.geopotential number by the normal gravity value computed on the
 GZ1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1776.degrees latitude (g = 980.6199 gals.).
 GZ1776
 GZ1776.The modeled gravity was interpolated from observed gravity values.
 GZ1776
 GZ1776;                    North         East    Units  Estimated Accuracy
 GZ1776;SPC KY1Z     - 1,087,310.    1,531,650.      MT  (+/- 180 meters Scaled)
 GZ1776
 GZ1776                          SUPERSEDED SURVEY CONTROL
 GZ1776
 GZ1776  NGVD 29 (??/??/92)  195.979  (m)          642.97   (f) ADJ UNCH    2 0
 GZ1776
 GZ1776.Superseded values are not recommended for survey control.
 GZ1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1776.See file dsdata.txt to determine how the superseded data were derived.
 GZ1776
 GZ1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG426093(NAD 83)
 GZ1776_MARKER: DD = SURVEY DISK
 GZ1776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1776_SP_SET: CONCRETE BANISTER
 GZ1776_STAMPING: B 243 1951
 GZ1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1776+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 GZ1776
 GZ1776  HISTORY     - Date     Condition        Report By
 GZ1776  HISTORY     - UNK      MONUMENTED       USGS
 GZ1776  HISTORY     - 1951     GOOD             NGS
 GZ1776  HISTORY     - 19931101 GOOD             KYDT
 GZ1776  HISTORY     - 20050824 GOOD             KYTC
 GZ1776  HISTORY     - 20050825 GOOD             KYTC
 GZ1776
 GZ1776                          STATION DESCRIPTION
 GZ1776
 GZ1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1776'6 MI NW FROM COLUMBIA.
 GZ1776'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE COURT
 GZ1776'HOUSE AT COLUMBIA, THENCE ABOUT 5.45 MILES WEST AND NORTHWEST
 GZ1776'ALONG STATE HIGHWAY 61, IN THE TOP OF THE WEST END OF THE
 GZ1776'NORTH ABUTMENT OF 270-FOOT CONCRETE BRIDGE OVER RUSSELL CREEK, 12
 GZ1776'FEET WEST OF HIGHWAY, 1 FOOT WEST OF CONCRETE BANISTER AND ABOUT
 GZ1776'LEVEL WITH HIGHWAY.  NOTE-- FOUND UNSTAMPED - ASSIGNED OUR NEXT
 GZ1776'DESIGNATION.
 GZ1776
 GZ1776                          STATION RECOVERY (1993)
 GZ1776
 GZ1776'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RDH)
 GZ1776'RECOVERED IN GOOD CONDITION.
 GZ1776
 GZ1776                          STATION RECOVERY (2005)
 GZ1776
 GZ1776'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1776'MARK IS 1 FOOT SOUTH OF A CARSONITE WITNESS POST.
 GZ1776
 GZ1776                          STATION RECOVERY (2005)
 GZ1776
 GZ1776'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1776'MARK IS 1 FOOT SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2159 ***********************************************************************
 GZ2159  DESIGNATION -  B 244
 GZ2159  PID         -  GZ2159
 GZ2159  STATE/COUNTY-  KY/METCALFE
 GZ2159  USGS QUAD   -  EAST FORK (1973)
 GZ2159
 GZ2159                         *CURRENT SURVEY CONTROL
 GZ2159  ___________________________________________________________________
 GZ2159* NAD 83(1986)-  37 02 13.     (N)    085 35 47.     (W)     SCALED    
 GZ2159* NAVD 88     -       261.842  (meters)     859.06   (feet)  ADJUSTED  
 GZ2159  ___________________________________________________________________
 GZ2159  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GZ2159  DYNAMIC HT  -         261.632 (meters)     858.37  (feet)  COMP
 GZ2159  MODELED GRAV-     979,824.7   (mgal)                       NAVD 88
 GZ2159
 GZ2159  VERT ORDER  -  SECOND    CLASS 0
 GZ2159
 GZ2159.The horizontal coordinates were scaled from a topographic map and have
 GZ2159.an estimated accuracy of +/- 6 seconds.
 GZ2159
 GZ2159.The orthometric height was determined by differential leveling
 GZ2159.and adjusted by the National Geodetic Survey in June 1991..
 GZ2159
 GZ2159.The geoid height was determined by GEOID03.
 GZ2159
 GZ2159.The dynamic height is computed by dividing the NAVD 88
 GZ2159.geopotential number by the normal gravity value computed on the
 GZ2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2159.degrees latitude (g = 980.6199 gals.).
 GZ2159
 GZ2159.The modeled gravity was interpolated from observed gravity values.
 GZ2159
 GZ2159;                    North         East    Units  Estimated Accuracy
 GZ2159;SPC KY1Z     - 1,078,100.    1,513,670.      MT  (+/- 180 meters Scaled)
 GZ2159
 GZ2159                          SUPERSEDED SURVEY CONTROL
 GZ2159
 GZ2159  NGVD 29 (??/??/92)  261.989  (m)          859.54   (f) ADJ UNCH    2 0
 GZ2159
 GZ2159.Superseded values are not recommended for survey control.
 GZ2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2159.See file dsdata.txt to determine how the superseded data were derived.
 GZ2159
 GZ2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF248998(NAD 83)
 GZ2159_MARKER: DB = BENCH MARK DISK
 GZ2159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2159_SP_SET: CULVERT
 GZ2159_STAMPING: B 244 1951
 GZ2159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2159+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 GZ2159
 GZ2159  HISTORY     - Date     Condition        Report By
 GZ2159  HISTORY     - 1951     MONUMENTED       CGS
 GZ2159  HISTORY     - 20010425 GOOD             KYDT
 GZ2159
 GZ2159                          STATION DESCRIPTION
 GZ2159
 GZ2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2159'4.5 MI N FROM EDMONTON.
 GZ2159'ABOUT 4.5 MILES NORTH ALONG U.S. HIGHWAY 68 FROM THE COURT HOUSE
 GZ2159'AT EDMONTON, ABOUT 0.2 MILE SOUTH OF FOUNDATION CHURCH AND
 GZ2159'CEMETERY, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD
 GZ2159'EAST, SET IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL OF A
 GZ2159'4-FOOT CONCRETE CULVERT, 20 FEET EAST OF THE CENTER LINE OF
 GZ2159'HIGHWAY AND ABOUT 5 FEET BELOW THE HIGHWAY.
 GZ2159
 GZ2159                          STATION RECOVERY (2001)
 GZ2159
 GZ2159'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2044 ***********************************************************************
 GB2044  DESIGNATION -  B 245
 GB2044  PID         -  GB2044
 GB2044  STATE/COUNTY-  KY/METCALFE
 GB2044  USGS QUAD   -  SUMMER SHADE (1974)
 GB2044
 GB2044                         *CURRENT SURVEY CONTROL
 GB2044  ___________________________________________________________________
 GB2044* NAD 83(1986)-  36 53 43.     (N)    085 38 15.     (W)     SCALED    
 GB2044* NAVD 88     -       259.041  (meters)     849.87   (feet)  ADJUSTED  
 GB2044  ___________________________________________________________________
 GB2044  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GB2044  DYNAMIC HT  -         258.828 (meters)     849.17  (feet)  COMP
 GB2044  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 GB2044
 GB2044  VERT ORDER  -  SECOND    CLASS 0
 GB2044
 GB2044.The horizontal coordinates were scaled from a topographic map and have
 GB2044.an estimated accuracy of +/- 6 seconds.
 GB2044
 GB2044.The orthometric height was determined by differential leveling
 GB2044.and adjusted by the National Geodetic Survey in June 1991..
 GB2044
 GB2044.The geoid height was determined by GEOID03.
 GB2044
 GB2044.The dynamic height is computed by dividing the NAVD 88
 GB2044.geopotential number by the normal gravity value computed on the
 GB2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2044.degrees latitude (g = 980.6199 gals.).
 GB2044
 GB2044.The modeled gravity was interpolated from observed gravity values.
 GB2044
 GB2044;                    North         East    Units  Estimated Accuracy
 GB2044;SPC KY1Z     - 1,062,380.    1,510,030.      MT  (+/- 180 meters Scaled)
 GB2044
 GB2044                          SUPERSEDED SURVEY CONTROL
 GB2044
 GB2044  NGVD 29 (??/??/92)  259.177  (m)          850.32   (f) ADJ UNCH    2 0
 GB2044
 GB2044.Superseded values are not recommended for survey control.
 GB2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2044.See file dsdata.txt to determine how the superseded data were derived.
 GB2044
 GB2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF213841(NAD 83)
 GB2044_MARKER: DB = BENCH MARK DISK
 GB2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2044_STAMPING: B 245 1951 850.317
 GB2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2044+STABILITY: SURFACE MOTION
 GB2044
 GB2044  HISTORY     - Date     Condition        Report By
 GB2044  HISTORY     - 1951     MONUMENTED       CGS
 GB2044  HISTORY     - 1958     GOOD             NGS
 GB2044
 GB2044                          STATION DESCRIPTION
 GB2044
 GB2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2044'2.1 MI S FROM GOODLUCK.
 GB2044'ABOUT 2.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB2044'AND JUNCTION OF STATE HIGHWAY 163 AT GOODLUCK, ABOUT 0.1 MILE
 GB2044'NORTH OF THE JUNCTION OF A DIM ROAD EAST LEADING TO LONE STAR
 GB2044'BAPTIST CHURCH, ABOUT 100 YARDS SOUTH OF A FARM HOUSE, ABOUT 95
 GB2044'YARDS NORTH OF A FARM HOUSE, 18 FEET WEST OF THE CENTER LINE
 GB2044'OF ROAD, 4 FEET EAST OF A FENCE LINE, 59 FEET NORTHEAST OF THE
 GB2044'NORTHEAST CORNER OF A LARGE BARN, 4 FEET NORTHEAST OF A WHITE
 GB2044'WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE ROAD AND SET IN THE
 GB2044'TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- MARK MAY BE
 GB2044'REACHED FROM BEAUMONT BY GOING ABOUT 3.05 MILES EAST AND
 GB2044'NORTHEAST ALONG A GRAVEL ROAD TO LONE STAR BAPTIST CHURCH, THENCE
 GB2044'ABOUT 1.1 MILES WEST ALONG A DIM ROUGH ROAD, THENCE ABOUT 0.1
 GB2044'MILE NORTH ALONG A NARROW GRAVEL ROAD.
 GB2044
 GB2044                          STATION RECOVERY (1958)
 GB2044
 GB2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2465 ***********************************************************************
 GY2465  DESIGNATION -  B 246
 GY2465  PID         -  GY2465
 GY2465  STATE/COUNTY-  KY/CLAY
 GY2465  USGS QUAD   -  HIMA (1979)
 GY2465
 GY2465                         *CURRENT SURVEY CONTROL
 GY2465  ___________________________________________________________________
 GY2465* NAD 83(1986)-  37 01 42.     (N)    083 49 05.     (W)     SCALED    
 GY2465* NAVD 88     -       272.494  (meters)     894.01   (feet)  ADJUSTED  
 GY2465  ___________________________________________________________________
 GY2465  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GY2465  DYNAMIC HT  -         272.274 (meters)     893.29  (feet)  COMP
 GY2465  MODELED GRAV-     979,816.3   (mgal)                       NAVD 88
 GY2465
 GY2465  VERT ORDER  -  SECOND    CLASS 0
 GY2465
 GY2465.The horizontal coordinates were scaled from a topographic map and have
 GY2465.an estimated accuracy of +/- 6 seconds.
 GY2465
 GY2465.The orthometric height was determined by differential leveling
 GY2465.and adjusted by the National Geodetic Survey in June 1991..
 GY2465
 GY2465.The geoid height was determined by GEOID03.
 GY2465
 GY2465.The dynamic height is computed by dividing the NAVD 88
 GY2465.geopotential number by the normal gravity value computed on the
 GY2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2465.degrees latitude (g = 980.6199 gals.).
 GY2465
 GY2465.The modeled gravity was interpolated from observed gravity values.
 GY2465
 GY2465;                    North         East    Units  Estimated Accuracy
 GY2465;SPC KY1Z     - 1,078,910.    1,671,890.      MT  (+/- 180 meters Scaled)
 GY2465
 GY2465                          SUPERSEDED SURVEY CONTROL
 GY2465
 GY2465  NGVD 29 (??/??/92)  272.65   (m)          894.5    (f) COMPUTED    2 0
 GY2465
 GY2465.Superseded values are not recommended for survey control.
 GY2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2465.See file dsdata.txt to determine how the superseded data were derived.
 GY2465
 GY2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB493017(NAD 83)
 GY2465_MARKER: DB = BENCH MARK DISK
 GY2465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2465_SP_SET: CULVERT
 GY2465_STAMPING: B 246 1951 894.522
 GY2465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2465
 GY2465  HISTORY     - Date     Condition        Report By
 GY2465  HISTORY     - 1951     MONUMENTED       CGS
 GY2465  HISTORY     - 1957     GOOD             NGS
 GY2465
 GY2465                          STATION DESCRIPTION
 GY2465
 GY2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GY2465'3 MI N FROM FOUNT.
 GY2465'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 GY2465'A ROAD EAST AT FOUNT, ABOUT 0.1 MILE NORTH OF THE KNOX-CLAY COUNTY
 GY2465'LINE, SET IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF A
 GY2465'6-FOOT BOX CULVERT, 19 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 GY2465'AND ABOUT 3 FEET BELOW THE HIGHWAY.
 GY2465
 GY2465                          STATION RECOVERY (1957)
 GY2465
 GY2465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1150 ***********************************************************************
 GB1150  DESIGNATION -  B 246 X
 GB1150  PID         -  GB1150
 GB1150  STATE/COUNTY-  KY/WAYNE
 GB1150  USGS QUAD   -  POWERSBURG (1954)
 GB1150
 GB1150                         *CURRENT SURVEY CONTROL
 GB1150  ___________________________________________________________________
 GB1150* NAD 83(1986)-  36 42 09.     (N)    084 58 00.     (W)     SCALED    
 GB1150* NAVD 88     -       279.019  (meters)     915.41   (feet)  ADJUSTED  
 GB1150  ___________________________________________________________________
 GB1150  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GB1150  DYNAMIC HT  -         278.781 (meters)     914.63  (feet)  COMP
 GB1150  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 GB1150
 GB1150  VERT ORDER  -  SECOND    CLASS 0
 GB1150
 GB1150.The horizontal coordinates were scaled from a topographic map and have
 GB1150.an estimated accuracy of +/- 6 seconds.
 GB1150
 GB1150.The orthometric height was determined by differential leveling
 GB1150.and adjusted by the National Geodetic Survey in June 1991..
 GB1150
 GB1150.The geoid height was determined by GEOID03.
 GB1150
 GB1150.The dynamic height is computed by dividing the NAVD 88
 GB1150.geopotential number by the normal gravity value computed on the
 GB1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1150.degrees latitude (g = 980.6199 gals.).
 GB1150
 GB1150.The modeled gravity was interpolated from observed gravity values.
 GB1150
 GB1150;                    North         East    Units  Estimated Accuracy
 GB1150;SPC KY1Z     - 1,041,270.    1,570,000.      MT  (+/- 180 meters Scaled)
 GB1150
 GB1150                          SUPERSEDED SURVEY CONTROL
 GB1150
 GB1150  NGVD 29 (??/??/92)  279.150  (m)          915.84   (f) ADJ UNCH    2 0
 GB1150
 GB1150.Superseded values are not recommended for survey control.
 GB1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1150.See file dsdata.txt to determine how the superseded data were derived.
 GB1150
 GB1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF816637(NAD 83)
 GB1150_MARKER: DB = BENCH MARK DISK
 GB1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1150_STAMPING: B 246 X 1951 915.845
 GB1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1150+STABILITY: SURFACE MOTION
 GB1150
 GB1150  HISTORY     - Date     Condition        Report By
 GB1150  HISTORY     - 1951     MONUMENTED       CGS
 GB1150  HISTORY     - 1958     GOOD             NGS
 GB1150
 GB1150                          STATION DESCRIPTION
 GB1150
 GB1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1150'0.1 MI S FROM POWERSBURG.
 GB1150'AT POWERSBURG, ABOUT 0.1 MILE SOUTH ALONG A GRAVEL ROAD FROM THE
 GB1150'POST OFFICE, 29 FEET NORTHWEST AND ACROSS A DRIVE TO A BARN FROM
 GB1150'CENTER LINE OF ROAD, 7 1/2 FEET NORTH-NORTHWEST OF CENTER LINE OF
 GB1150'DRIVE TO BARN, 49 FEET SOUTH OF SOUTH CORNER OF RESIDENCE OF
 GB1150'WENDELL HURT, 21 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST
 GB1150'OF A FENCE LINE, ABOUT 3 FEET ABOVE ROAD AND SET IN THE TOP OF A
 GB1150'CONCRETE POST PROJECTING 2 INCHES.
 GB1150
 GB1150                          STATION RECOVERY (1958)
 GB1150
 GB1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1096 ***********************************************************************
 GB1096  DESIGNATION -  B 247
 GB1096  PID         -  GB1096
 GB1096  STATE/COUNTY-  KY/WAYNE
 GB1096  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1096
 GB1096                         *CURRENT SURVEY CONTROL
 GB1096  ___________________________________________________________________
 GB1096* NAD 83(1986)-  36 37 46.     (N)    084 47 18.     (W)     SCALED    
 GB1096* NAVD 88     -       309.841  (meters)    1016.54   (feet)  ADJUSTED  
 GB1096  ___________________________________________________________________
 GB1096  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GB1096  DYNAMIC HT  -         309.584 (meters)    1015.69  (feet)  COMP
 GB1096  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 GB1096
 GB1096  VERT ORDER  -  SECOND    CLASS 0
 GB1096
 GB1096.The horizontal coordinates were scaled from a topographic map and have
 GB1096.an estimated accuracy of +/- 6 seconds.
 GB1096
 GB1096.The orthometric height was determined by differential leveling
 GB1096.and adjusted by the National Geodetic Survey in June 1991..
 GB1096
 GB1096.The geoid height was determined by GEOID03.
 GB1096
 GB1096.The dynamic height is computed by dividing the NAVD 88
 GB1096.geopotential number by the normal gravity value computed on the
 GB1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1096.degrees latitude (g = 980.6199 gals.).
 GB1096
 GB1096.The modeled gravity was interpolated from observed gravity values.
 GB1096
 GB1096;                    North         East    Units  Estimated Accuracy
 GB1096;SPC KY1Z     - 1,033,310.    1,586,020.      MT  (+/- 180 meters Scaled)
 GB1096
 GB1096                          SUPERSEDED SURVEY CONTROL
 GB1096
 GB1096  NGVD 29 (??/??/92)  309.976  (m)         1016.98   (f) ADJ UNCH    2 0
 GB1096
 GB1096.Superseded values are not recommended for survey control.
 GB1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1096.See file dsdata.txt to determine how the superseded data were derived.
 GB1096
 GB1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF977560(NAD 83)
 GB1096_MARKER: DB = BENCH MARK DISK
 GB1096_SETTING: 66 = SET IN ROCK OUTCROP
 GB1096_SP_SET: ROCK OUTCROP
 GB1096_STAMPING: B 247 1951 1016.980
 GB1096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1096+STABILITY: POSITION/ELEVATION WELL
 GB1096
 GB1096  HISTORY     - Date     Condition        Report By
 GB1096  HISTORY     - 1951     MONUMENTED       CGS
 GB1096  HISTORY     - 1958     GOOD             NGS
 GB1096
 GB1096                          STATION DESCRIPTION
 GB1096
 GB1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1096'2.8 MI SE FROM MT PISGAH.
 GB1096'ABOUT 2.75 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE SCHOOL
 GB1096'AND ROAD JUNCTION AT MT. PISGAH, ABOUT 0.35 MILE EAST OF DIM
 GB1096'ROAD SOUTH, ABOUT 0.25 MILE EAST OF CROSSING OF A SMALL CREEK,
 GB1096'ABOUT 0.1 MILE WEST OF A DIM CROSSROAD, 16 FEET SOUTH OF CENTER
 GB1096'LINE OF ROAD, IN THE TOP OF AN OUTCROP OF LIMESTONE ABOUT
 GB1096'10 BY 6 FEET WHICH IS LOCATED IN CENTER OF A DIM TRAIL LEADING
 GB1096'SOUTH, 23 FEET WEST-SOUTHWEST OF A 30-INCH OAK TREE AND ABOUT
 GB1096'1 1/2 FEET ABOVE LEVEL OF ROAD.
 GB1096
 GB1096                          STATION RECOVERY (1958)
 GB1096
 GB1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1391 ***********************************************************************
 GB1391  DESIGNATION -  B 248
 GB1391  PID         -  GB1391
 GB1391  STATE/COUNTY-  KY/CLINTON
 GB1391  USGS QUAD   -  SAVAGE (1981)
 GB1391
 GB1391                         *CURRENT SURVEY CONTROL
 GB1391  ___________________________________________________________________
 GB1391* NAD 83(1986)-  36 40 01.     (N)    085 01 57.     (W)     SCALED    
 GB1391* NAVD 88     -       282.892  (meters)     928.12   (feet)  ADJUSTED  
 GB1391  ___________________________________________________________________
 GB1391  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GB1391  DYNAMIC HT  -         282.646 (meters)     927.31  (feet)  COMP
 GB1391  MODELED GRAV-     979,756.3   (mgal)                       NAVD 88
 GB1391
 GB1391  VERT ORDER  -  SECOND    CLASS 0
 GB1391
 GB1391.The horizontal coordinates were scaled from a topographic map and have
 GB1391.an estimated accuracy of +/- 6 seconds.
 GB1391
 GB1391.The orthometric height was determined by differential leveling
 GB1391.and adjusted by the National Geodetic Survey in June 1991..
 GB1391
 GB1391.The geoid height was determined by GEOID03.
 GB1391
 GB1391.The dynamic height is computed by dividing the NAVD 88
 GB1391.geopotential number by the normal gravity value computed on the
 GB1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1391.degrees latitude (g = 980.6199 gals.).
 GB1391
 GB1391.The modeled gravity was interpolated from observed gravity values.
 GB1391
 GB1391;                    North         East    Units  Estimated Accuracy
 GB1391;SPC KY1Z     - 1,037,270.    1,564,150.      MT  (+/- 180 meters Scaled)
 GB1391
 GB1391                          SUPERSEDED SURVEY CONTROL
 GB1391
 GB1391  NGVD 29 (??/??/92)  283.017  (m)          928.53   (f) ADJ UNCH    2 0
 GB1391
 GB1391.Superseded values are not recommended for survey control.
 GB1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1391.See file dsdata.txt to determine how the superseded data were derived.
 GB1391
 GB1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF758597(NAD 83)
 GB1391_MARKER: DB = BENCH MARK DISK
 GB1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1391_STAMPING: B 248 1951 928.532
 GB1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1391+STABILITY: SURFACE MOTION
 GB1391
 GB1391  HISTORY     - Date     Condition        Report By
 GB1391  HISTORY     - 1951     MONUMENTED       CGS
 GB1391  HISTORY     - 1958     POOR             NGS
 GB1391
 GB1391                          STATION DESCRIPTION
 GB1391
 GB1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1391'1 MI NE FROM ROLAN.
 GB1391'ABOUT 1.05 MILES NORTHEAST ALONG A GRAVEL ROAD FROM BEECH BOTTOM
 GB1391'BAPTIST CHURCH AT ROLAN, AT JUNCTION OF DIM ROAD NORTH, 21 FEET
 GB1391'SOUTHEAST OF CENTER LINE OF ROAD, 124 FEET WEST OF WEST CORNER
 GB1391'OF A.E. BERTRAM RESIDENCE, 87 FEET NORTHEAST OF SOUTHEAST END
 GB1391'OF A 5-FOOT PIPE CULVERT UNDER ROAD, 25 FEET SOUTH OF CENTER OF
 GB1391'JUNCTION, 39 FEET SOUTHWEST OF A POWER POLE, 14 FEET SOUTHWEST
 GB1391'OF A LONE 20-INCH WALNUT TREE, 1 1/2 FEET NORTHWEST OF A FENCE
 GB1391'LINE, ABOUT 1 FOOT ABOVE ROAD AND SET IN THE TOP OF A CONCRETE
 GB1391'POST PROJECTING 4 INCHES.  NOTE-- MR. ALBERT POORE LIVES AT THIS
 GB1391'HOUSE.
 GB1391
 GB1391                          STATION RECOVERY (1958)
 GB1391
 GB1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1391'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1541 ***********************************************************************
 GB1541  DESIGNATION -  B 250
 GB1541  PID         -  GB1541
 GB1541  STATE/COUNTY-  KY/CUMBERLAND
 GB1541  USGS QUAD   -  FROGUE (1981)
 GB1541
 GB1541                         *CURRENT SURVEY CONTROL
 GB1541  ___________________________________________________________________
 GB1541* NAD 83(1986)-  36 44 44.     (N)    085 22 24.     (W)     SCALED    
 GB1541* NAVD 88     -       165.115  (meters)     541.71   (feet)  ADJUSTED  
 GB1541  ___________________________________________________________________
 GB1541  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GB1541  DYNAMIC HT  -         164.979 (meters)     541.27  (feet)  COMP
 GB1541  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 GB1541
 GB1541  VERT ORDER  -  SECOND    CLASS 0
 GB1541
 GB1541.The horizontal coordinates were scaled from a topographic map and have
 GB1541.an estimated accuracy of +/- 6 seconds.
 GB1541
 GB1541.The orthometric height was determined by differential leveling
 GB1541.and adjusted by the National Geodetic Survey in June 1991..
 GB1541
 GB1541.The geoid height was determined by GEOID03.
 GB1541
 GB1541.The dynamic height is computed by dividing the NAVD 88
 GB1541.geopotential number by the normal gravity value computed on the
 GB1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1541.degrees latitude (g = 980.6199 gals.).
 GB1541
 GB1541.The modeled gravity was interpolated from observed gravity values.
 GB1541
 GB1541;                    North         East    Units  Estimated Accuracy
 GB1541;SPC KY1Z     - 1,045,820.    1,533,640.      MT  (+/- 180 meters Scaled)
 GB1541
 GB1541                          SUPERSEDED SURVEY CONTROL
 GB1541
 GB1541  NGVD 29 (??/??/92)  165.251  (m)          542.16   (f) ADJ UNCH    2 0
 GB1541
 GB1541.Superseded values are not recommended for survey control.
 GB1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1541.See file dsdata.txt to determine how the superseded data were derived.
 GB1541
 GB1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF452678(NAD 83)
 GB1541_MARKER: DB = BENCH MARK DISK
 GB1541_SETTING: 66 = SET IN ROCK OUTCROP
 GB1541_SP_SET: ROCK SHELF
 GB1541_STAMPING: B 250 1951
 GB1541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1541+STABILITY: POSITION/ELEVATION WELL
 GB1541
 GB1541  HISTORY     - Date     Condition        Report By
 GB1541  HISTORY     - 1951     MONUMENTED       CGS
 GB1541  HISTORY     - 1974     MARK NOT FOUND   NGS
 GB1541
 GB1541                          STATION DESCRIPTION
 GB1541
 GB1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1541'3.4 MI S FROM BURKESVILLE.
 GB1541'ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE COURT HOUSE
 GB1541'AT BURKESVILLE, ON THE SOUTH BANK OF THE CUMBERLAND RIVER AT
 GB1541'NEELEYS FERRY LANDING ABOUT 50 YARDS SOUTH OF WATERS EDGE, IN THE
 GB1541'TOP OF A SMALL SHELF IN AN OUTCROPPING LEDGE OF LIMESTONE IN A CUT,
 GB1541'25 FEET WEST OF CENTER LINE OF HIGHWAY, 45 FEET SOUTH OF CENTER
 GB1541'LINE OF A DIRT ROAD LEADING WEST, 4 INCHES EAST OF FACE OF LEDGE,
 GB1541'AND ABOUT 9 FEET ABOVE THE HIGHWAY.  NOTE-- A NEW BRIDGE HAS BEEN
 GB1541'CONSTRUCTED AT THIS SITE.
 GB1541
 GB1541                          STATION RECOVERY (1974)
 GB1541
 GB1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GB1541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1340 ***********************************************************************
 GB1340  DESIGNATION -  B 251
 GB1340  PID         -  GB1340
 GB1340  STATE/COUNTY-  KY/CUMBERLAND
 GB1340  USGS QUAD   -  WATERVIEW (1982)
 GB1340
 GB1340                         *CURRENT SURVEY CONTROL
 GB1340  ___________________________________________________________________
 GB1340* NAD 83(1986)-  36 47 59.     (N)    085 25 09.     (W)     SCALED    
 GB1340* NAVD 88     -       179.052  (meters)     587.44   (feet)  ADJUSTED  
 GB1340  ___________________________________________________________________
 GB1340  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GB1340  DYNAMIC HT  -         178.907 (meters)     586.96  (feet)  COMP
 GB1340  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 GB1340
 GB1340  VERT ORDER  -  SECOND    CLASS 0
 GB1340
 GB1340.The horizontal coordinates were scaled from a topographic map and have
 GB1340.an estimated accuracy of +/- 6 seconds.
 GB1340
 GB1340.The orthometric height was determined by differential leveling
 GB1340.and adjusted by the National Geodetic Survey in June 1991..
 GB1340
 GB1340.The geoid height was determined by GEOID03.
 GB1340
 GB1340.The dynamic height is computed by dividing the NAVD 88
 GB1340.geopotential number by the normal gravity value computed on the
 GB1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1340.degrees latitude (g = 980.6199 gals.).
 GB1340
 GB1340.The modeled gravity was interpolated from observed gravity values.
 GB1340
 GB1340;                    North         East    Units  Estimated Accuracy
 GB1340;SPC KY1Z     - 1,051,820.    1,529,530.      MT  (+/- 180 meters Scaled)
 GB1340
 GB1340                          SUPERSEDED SURVEY CONTROL
 GB1340
 GB1340  NGVD 29 (??/??/92)  179.190  (m)          587.89   (f) ADJ UNCH    2 0
 GB1340
 GB1340.Superseded values are not recommended for survey control.
 GB1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1340.See file dsdata.txt to determine how the superseded data were derived.
 GB1340
 GB1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF410738(NAD 83)
 GB1340_MARKER: DB = BENCH MARK DISK
 GB1340_SETTING: 66 = SET IN ROCK OUTCROP
 GB1340_SP_SET: ROCK LEDGE
 GB1340_STAMPING: B 251 1951 587.893
 GB1340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1340+STABILITY: POSITION/ELEVATION WELL
 GB1340
 GB1340  HISTORY     - Date     Condition        Report By
 GB1340  HISTORY     - 1951     MONUMENTED       CGS
 GB1340  HISTORY     - 1958     GOOD             NGS
 GB1340  HISTORY     - 20050912 MARK NOT FOUND   KYTC
 GB1340
 GB1340                          STATION DESCRIPTION
 GB1340
 GB1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1340'0.5 MI E FROM GRIDER.
 GB1340'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE
 GB1340'AT GRIDER, SET IN THE TOP OF AN OUTCROPPINE LIMESTONE LEDGE IN A
 GB1340'ROCK BENCH CUT, 23 FEET NORTH OF CENTER LINE OF HIGHWAY, 207
 GB1340'FEET WEST OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD NORTH,
 GB1340'203 FEET WEST OF CENTER LINE OF ROAD NORTH, 127 FEET NORTH AND
 GB1340'ACROSS HIGHWAY FROM THE NORTHWEST CORNER OF A TWO-STORY WHITE
 GB1340'FRAME HOUSE, AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
 GB1340
 GB1340                          STATION RECOVERY (1958)
 GB1340
 GB1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1340'RECOVERED IN GOOD CONDITION.
 GB1340
 GB1340                          STATION RECOVERY (2005)
 GB1340
 GB1340'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1340'THE LIMESTONE ROCK LEDGE AT LOCATION HAS SCALED OFF BADLY, MARK WAS
 GB1340'RECOVERED IN 1997 BUT COULD NOT BE FOUND THIS DATE, CONSIDER
 GB1340'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1608 ***********************************************************************
 GB1608  DESIGNATION -  B 253
 GB1608  PID         -  GB1608
 GB1608  STATE/COUNTY-  KY/MONROE
 GB1608  USGS QUAD   -  BLACKS FERRY (1982)
 GB1608
 GB1608                         *CURRENT SURVEY CONTROL
 GB1608  ___________________________________________________________________
 GB1608* NAD 83(1986)-  36 39 14.     (N)    085 28 54.     (W)     SCALED    
 GB1608* NAVD 88     -       167.392  (meters)     549.19   (feet)  ADJUSTED  
 GB1608  ___________________________________________________________________
 GB1608  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GB1608  DYNAMIC HT  -         167.252 (meters)     548.73  (feet)  COMP
 GB1608  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 GB1608
 GB1608  VERT ORDER  -  SECOND    CLASS 0
 GB1608
 GB1608.The horizontal coordinates were scaled from a topographic map and have
 GB1608.an estimated accuracy of +/- 6 seconds.
 GB1608
 GB1608.The orthometric height was determined by differential leveling
 GB1608.and adjusted by the National Geodetic Survey in June 1991..
 GB1608
 GB1608.The geoid height was determined by GEOID03.
 GB1608
 GB1608.The dynamic height is computed by dividing the NAVD 88
 GB1608.geopotential number by the normal gravity value computed on the
 GB1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1608.degrees latitude (g = 980.6199 gals.).
 GB1608
 GB1608.The modeled gravity was interpolated from observed gravity values.
 GB1608
 GB1608;                    North         East    Units  Estimated Accuracy
 GB1608;SPC KY1Z     - 1,035,610.    1,524,000.      MT  (+/- 180 meters Scaled)
 GB1608
 GB1608                          SUPERSEDED SURVEY CONTROL
 GB1608
 GB1608  NGVD 29 (??/??/92)  167.516  (m)          549.59   (f) ADJ UNCH    2 0
 GB1608
 GB1608.Superseded values are not recommended for survey control.
 GB1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1608.See file dsdata.txt to determine how the superseded data were derived.
 GB1608
 GB1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF357575(NAD 83)
 GB1608_MARKER: DB = BENCH MARK DISK
 GB1608_SETTING: 66 = SET IN ROCK OUTCROP
 GB1608_SP_SET: ROCK LEDGE
 GB1608_STAMPING: B 253 1951
 GB1608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1608+STABILITY: POSITION/ELEVATION WELL
 GB1608
 GB1608  HISTORY     - Date     Condition        Report By
 GB1608  HISTORY     - 1951     MONUMENTED       CGS
 GB1608
 GB1608                          STATION DESCRIPTION
 GB1608
 GB1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1608'1 MI N FROM MARTINSBURG.
 GB1608'ABOUT 0.95 MILE NORTH ALONG A DIRT ROAD FROM ABANDONED FERRY
 GB1608'ACROSS CUMBERLAND RIVER AT MARTINSBURG, IN THE TOP OF AN
 GB1608'OUTCROPPING LIMESTONE LEDGE, 73 FEET NORTHEAST OF CENTER LINE
 GB1608'OF ROAD, 141 FEET EAST-SOUTHEAST OF SOUTH CORNER OF LEONARD
 GB1608'DODSON RESIDENCE, 54 1/2 FEET SOUTH OF SOUTH CORNER OF A BARN,
 GB1608'19 FEET NORTHWEST OF CENTER OF A SMALL STREAM, 1 FOOT NORTHWEST
 GB1608'OF SOUTHEAST EDGE OF LEDGE AND ABOUT 3 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2778 ***********************************************************************
 GA2778  DESIGNATION -  B 254
 GA2778  PID         -  GA2778
 GA2778  STATE/COUNTY-  KY/BELL
 GA2778  USGS QUAD   -  PINEVILLE (1974)
 GA2778
 GA2778                         *CURRENT SURVEY CONTROL
 GA2778  ___________________________________________________________________
 GA2778* NAD 83(1986)-  36 46 27.     (N)    083 38 15.     (W)     SCALED    
 GA2778* NAVD 88     -       318.616  (meters)    1045.33   (feet)  ADJUSTED  
 GA2778  ___________________________________________________________________
 GA2778  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GA2778  DYNAMIC HT  -         318.343 (meters)    1044.43  (feet)  COMP
 GA2778  MODELED GRAV-     979,767.0   (mgal)                       NAVD 88
 GA2778
 GA2778  VERT ORDER  -  SECOND    CLASS 0
 GA2778
 GA2778.The horizontal coordinates were scaled from a topographic map and have
 GA2778.an estimated accuracy of +/- 6 seconds.
 GA2778
 GA2778.The orthometric height was determined by differential leveling
 GA2778.and adjusted by the National Geodetic Survey in June 1991..
 GA2778
 GA2778.The geoid height was determined by GEOID03.
 GA2778
 GA2778.The dynamic height is computed by dividing the NAVD 88
 GA2778.geopotential number by the normal gravity value computed on the
 GA2778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2778.degrees latitude (g = 980.6199 gals.).
 GA2778
 GA2778.The modeled gravity was interpolated from observed gravity values.
 GA2778
 GA2778;                    North         East    Units  Estimated Accuracy
 GA2778;SPC KY1Z     - 1,051,060.    1,688,590.      MT  (+/- 180 meters Scaled)
 GA2778
 GA2778                          SUPERSEDED SURVEY CONTROL
 GA2778
 GA2778  NGVD 29 (??/??/92)  318.764  (m)         1045.81   (f) ADJ UNCH    2 0
 GA2778
 GA2778.Superseded values are not recommended for survey control.
 GA2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2778.See file dsdata.txt to determine how the superseded data were derived.
 GA2778
 GA2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA646730(NAD 83)
 GA2778_MARKER: DB = BENCH MARK DISK
 GA2778_SETTING: 66 = SET IN ROCK OUTCROP
 GA2778_SP_SET: SET IN ROCK OUTCROP
 GA2778_STAMPING: B 254 1951 1045.812
 GA2778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2778+STABILITY: POSITION/ELEVATION WELL
 GA2778
 GA2778  HISTORY     - Date     Condition        Report By
 GA2778  HISTORY     - 1951     MONUMENTED       CGS
 GA2778  HISTORY     - 1957     GOOD             NGS
 GA2778
 GA2778                          STATION DESCRIPTION
 GA2778
 GA2778'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2778'0.3 MI W FROM JENSON.
 GA2778'0.3 MILE WEST ALONG STATE HIGHWAY 221 FROM THE ROAD JUNCTION
 GA2778'AT JENSON, ABOUT 0.1 MILE SOUTHWEST OF A CONCRETE BLOCK CHURCH
 GA2778'AT JENSON, ALONG A SHORT NORTH-SOUTH TANGENT IN HIGHWAY, IN THE
 GA2778'TOP OF THE NORTH END OF A FLAT SLOPING OUTCROP OF ROCK THAT IS
 GA2778'PART OF THE ROAD BANK EAST OF HIGHWAY, 33 FEET EAST OF CENTER
 GA2778'LINE OF HIGHWAY, 78 FEET SOUTH OF A SMALL BOARD GATE ACROSS A
 GA2778'WALK TO A WHITE HOUSE WHICH IS EAST OF HIGHWAY, 95 1/2 FEET
 GA2778'NORTH OF THE EAST END OF A 30-INCH PIPE CULVERT WITH CONCRETE
 GA2778'HEAD WALLS, 2 FEET WEST OF A FENCE LINE, 12 FEET SOUTHEAST OF A
 GA2778'LARGE SLOPING BOULDER WHICH EXTENDS WEST TO HIGHWAY DITCH AND
 GA2778'ABOUT 2 FEET ABOVE LEVEL OF ROAD.  NOTE-- THE MARK IS 21 FEET
 GA2778'SOUTHEAST OF THE LARGE SLOPING BOULDER.
 GA2778
 GA2778                          STATION RECOVERY (1957)
 GA2778
 GA2778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1618 ***********************************************************************
 GA1618  DESIGNATION -  B 255
 GA1618  PID         -  GA1618
 GA1618  STATE/COUNTY-  KY/HARLAN
 GA1618  USGS QUAD   -  HELTON (1983)
 GA1618
 GA1618                         *CURRENT SURVEY CONTROL
 GA1618  ___________________________________________________________________
 GA1618* NAD 83(1986)-  36 52 59.     (N)    083 23 53.     (W)     SCALED    
 GA1618* NAVD 88     -       440.394  (meters)    1444.86   (feet)  ADJUSTED  
 GA1618  ___________________________________________________________________
 GA1618  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA1618  DYNAMIC HT  -         440.019 (meters)    1443.63  (feet)  COMP
 GA1618  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GA1618
 GA1618  VERT ORDER  -  SECOND    CLASS 0
 GA1618
 GA1618.The horizontal coordinates were scaled from a topographic map and have
 GA1618.an estimated accuracy of +/- 6 seconds.
 GA1618
 GA1618.The orthometric height was determined by differential leveling
 GA1618.and adjusted by the National Geodetic Survey in June 1991..
 GA1618
 GA1618.The geoid height was determined by GEOID03.
 GA1618
 GA1618.The dynamic height is computed by dividing the NAVD 88
 GA1618.geopotential number by the normal gravity value computed on the
 GA1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1618.degrees latitude (g = 980.6199 gals.).
 GA1618
 GA1618.The modeled gravity was interpolated from observed gravity values.
 GA1618
 GA1618;                    North         East    Units  Estimated Accuracy
 GA1618;SPC KY1Z     - 1,063,650.    1,709,660.      MT  (+/- 180 meters Scaled)
 GA1618
 GA1618                          SUPERSEDED SURVEY CONTROL
 GA1618
 GA1618  NGVD 29 (??/??/92)  440.539  (m)         1445.34   (f) ADJ UNCH    2 0
 GA1618
 GA1618.Superseded values are not recommended for survey control.
 GA1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1618.See file dsdata.txt to determine how the superseded data were derived.
 GA1618
 GA1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA862845(NAD 83)
 GA1618_MARKER: DB = BENCH MARK DISK
 GA1618_SETTING: 66 = SET IN ROCK OUTCROP
 GA1618_SP_SET: OUTCROP
 GA1618_STAMPING: B 255 1951 1445.335
 GA1618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1618+STABILITY: POSITION/ELEVATION WELL
 GA1618
 GA1618  HISTORY     - Date     Condition        Report By
 GA1618  HISTORY     - 1951     MONUMENTED       CGS
 GA1618  HISTORY     - 1957     GOOD             NGS
 GA1618
 GA1618                          STATION DESCRIPTION
 GA1618
 GA1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA1618'8.5 MI NE FROM STONY FORK.
 GA1618'ABOUT 8.5 MILES NORTHEAST ALONG STATE HIGHWAY 221 FROM THE
 GA1618'BAPTIST CHURCH AT STONY FORK, ABOUT 0.2 MILE WEST OF STRAIGHT
 GA1618'CREEK SCHOOL, AT A SMALL STORE, IN A SMALL CULTIVATED FIELD
 GA1618'SOUTH OF HIGHWAY, IN THE TOP OF A WEDGE SHAPED OUTCROP OF ROCK,
 GA1618'43 FEET SOUTH OF CENTER LINE OF HIGHWAY, 104 1/2 FEET EAST OF
 GA1618'NORTHEAST CORNER OF STORE, 30 1/2 FEET WEST-SOUTHWEST OF THE
 GA1618'FIRST POWER POLE EAST OF STORE AND OF A POLE WITH A TRANSFORMER
 GA1618'AND ABOUT 6 FEET BELOW LEVEL OF ROAD.  NOTE-- NEW DESCRIPTION-- 31
 GA1618'FEET SOUTH OF CENTERLINE, 118 FT. EAST OF POWER POLE WITH
 GA1618'TRANSFORMER OPPOSITE JAMES BROCK RESIDENCE, 91 FT. WEST OF 18
 GA1618'INCH CORRUGATED CULVERT IN TOP OF A WEDGE SHAPED OUTCROP OF ROCK
 GA1618'6 FT. BELOW LEVEL OF ROAD.
 GA1618
 GA1618                          STATION RECOVERY (1957)
 GA1618
 GA1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2163 ***********************************************************************
 GZ2163  DESIGNATION -  B 256
 GZ2163  PID         -  GZ2163
 GZ2163  STATE/COUNTY-  KY/ADAIR
 GZ2163  USGS QUAD   -  EAST FORK (1973)
 GZ2163
 GZ2163                         *CURRENT SURVEY CONTROL
 GZ2163  ___________________________________________________________________
 GZ2163* NAD 83(1986)-  37 05 42.     (N)    085 30 37.     (W)     SCALED    
 GZ2163* NAVD 88     -       295.919  (meters)     970.86   (feet)  ADJUSTED  
 GZ2163  ___________________________________________________________________
 GZ2163  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GZ2163  DYNAMIC HT  -         295.686 (meters)     970.10  (feet)  COMP
 GZ2163  MODELED GRAV-     979,835.8   (mgal)                       NAVD 88
 GZ2163
 GZ2163  VERT ORDER  -  SECOND    CLASS 0
 GZ2163
 GZ2163.The horizontal coordinates were scaled from a topographic map and have
 GZ2163.an estimated accuracy of +/- 6 seconds.
 GZ2163
 GZ2163.The orthometric height was determined by differential leveling
 GZ2163.and adjusted by the National Geodetic Survey in June 1991..
 GZ2163
 GZ2163.The geoid height was determined by GEOID03.
 GZ2163
 GZ2163.The dynamic height is computed by dividing the NAVD 88
 GZ2163.geopotential number by the normal gravity value computed on the
 GZ2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2163.degrees latitude (g = 980.6199 gals.).
 GZ2163
 GZ2163.The modeled gravity was interpolated from observed gravity values.
 GZ2163
 GZ2163;                    North         East    Units  Estimated Accuracy
 GZ2163;SPC KY1Z     - 1,084,560.    1,521,310.      MT  (+/- 180 meters Scaled)
 GZ2163
 GZ2163                          SUPERSEDED SURVEY CONTROL
 GZ2163
 GZ2163  NGVD 29 (??/??/92)  296.067  (m)          971.35   (f) ADJ UNCH    2 0
 GZ2163
 GZ2163.Superseded values are not recommended for survey control.
 GZ2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2163.See file dsdata.txt to determine how the superseded data were derived.
 GZ2163
 GZ2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG323064(NAD 83)
 GZ2163_MARKER: DB = BENCH MARK DISK
 GZ2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2163_STAMPING: B 256 1951
 GZ2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2163+STABILITY: SURFACE MOTION
 GZ2163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2163+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 GZ2163
 GZ2163  HISTORY     - Date     Condition        Report By
 GZ2163  HISTORY     - 1951     MONUMENTED       CGS
 GZ2163  HISTORY     - 20010426 GOOD             KYDT
 GZ2163
 GZ2163                          STATION DESCRIPTION
 GZ2163
 GZ2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2163'AT KELTNER.
 GZ2163'AT KELTNER, AT THE STORE AND POST OFFICE, ABOUT 0.35 MILE EAST
 GZ2163'OF PLEASANT RIDGE SCHOOL, ON THE OUTSIDE OF A CURVE IN THE
 GZ2163'GRAVEL ROAD WITH TANGENTS EXTENDING WEST AND SOUTHEAST, 66 1/2
 GZ2163'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF STORE AND POST OFFICE,
 GZ2163'38 FEET NORTHEAST OF THE CENTER LINE OF ROAD, 4 1/2 FEET
 GZ2163'WEST OF A POWER POLE WITH A TRANSFORMER, 1 FOOT WEST OF A FENCE
 GZ2163'LINE, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GZ2163'POST PROJECTING 4 INCHES.
 GZ2163
 GZ2163                          STATION RECOVERY (2001)
 GZ2163
 GZ2163'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2163'MARK IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2039 ***********************************************************************
 GZ2039  DESIGNATION -  B 257
 GZ2039  PID         -  GZ2039
 GZ2039  STATE/COUNTY-  KY/LARUE
 GZ2039  USGS QUAD   -  HAMMONVILLE (1982)
 GZ2039
 GZ2039                         *CURRENT SURVEY CONTROL
 GZ2039  ___________________________________________________________________
 GZ2039* NAD 83(1993)-  37 27 44.31838(N)    085 47 43.93854(W)     ADJUSTED  
 GZ2039* NAVD 88     -       257.956  (meters)     846.31   (feet)  ADJUSTED  
 GZ2039  ___________________________________________________________________
 GZ2039  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 GZ2039  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GZ2039  DYNAMIC HT  -         257.755 (meters)     845.65  (feet)  COMP
 GZ2039  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 GZ2039
 GZ2039  HORZ ORDER  -  SECOND
 GZ2039  VERT ORDER  -  SECOND    CLASS 0
 GZ2039
 GZ2039.The horizontal coordinates were established by classical geodetic methods
 GZ2039.and adjusted by the National Geodetic Survey in December 1995..
 GZ2039
 GZ2039.The orthometric height was determined by differential leveling
 GZ2039.and adjusted by the National Geodetic Survey in June 1991..
 GZ2039
 GZ2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2039
 GZ2039.The geoid height was determined by GEOID03.
 GZ2039
 GZ2039.The dynamic height is computed by dividing the NAVD 88
 GZ2039.geopotential number by the normal gravity value computed on the
 GZ2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2039.degrees latitude (g = 980.6199 gals.).
 GZ2039
 GZ2039.The modeled gravity was interpolated from observed gravity values.
 GZ2039
 GZ2039;                    North         East     Units Scale Factor Converg.
 GZ2039;SPC KY1Z     - 1,125,298.277 1,495,971.495   MT  0.99993090   -0 01 40.7
 GZ2039;SPC KY1Z     - 3,691,916.10  4,908,033.15   sFT  0.99993090   -0 01 40.7
 GZ2039;SPC KY S     -   625,288.840   495,971.426   MT  0.99994789   -0 01 39.4
 GZ2039;SPC KY S     - 2,051,468.47  1,627,199.59   sFT  0.99994789   -0 01 39.4
 GZ2039;UTM  16      - 4,146,841.043   606,517.990   MT  0.99973976   +0 43 57.6
 GZ2039
 GZ2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2039!SPC KY1Z     -   0.99996458  x   0.99993090  =   0.99989549
 GZ2039!SPC KY S     -   0.99996458  x   0.99994789  =   0.99991247
 GZ2039!UTM  16      -   0.99996458  x   0.99973976  =   0.99970435
 GZ2039
 GZ2039                          SUPERSEDED SURVEY CONTROL
 GZ2039
 GZ2039  NAD 83(1986)-  37 27 44.32635(N)    085 47 43.94616(W) AD(       ) 2
 GZ2039  NAD 27      -  37 27 44.11500(N)    085 47 44.09300(W) AD(       ) 2
 GZ2039  NGVD 29 (??/??/92)  258.074  (m)          846.70   (f) ADJ UNCH    2 0
 GZ2039
 GZ2039.Superseded values are not recommended for survey control.
 GZ2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2039.See file dsdata.txt to determine how the superseded data were derived.
 GZ2039
 GZ2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0651846841(NAD 83)
 GZ2039_MARKER: DB = BENCH MARK DISK
 GZ2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2039_STAMPING: B 257 1951
 GZ2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2039+STABILITY: SURFACE MOTION
 GZ2039
 GZ2039  HISTORY     - Date     Condition        Report By
 GZ2039  HISTORY     - 1951     MONUMENTED       CGS
 GZ2039  HISTORY     - 1951     GOOD             CGS
 GZ2039  HISTORY     - 1982     GOOD             KYDT
 GZ2039
 GZ2039                          STATION DESCRIPTION
 GZ2039
 GZ2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2039'SEE STATION MAXINE.
 GZ2039
 GZ2039                          STATION RECOVERY (1951)
 GZ2039
 GZ2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ2039'0.2 MI S FROM MAXINE.
 GZ2039'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 357 FROM THE CROSSROADS
 GZ2039'AT MAXINE, AT THE JUNCTION OF A DRIVE EAST TO A SMALL WHITE
 GZ2039'HOUSE, 25 FEET EAST OF THE CENTER LINE OF HIGHWAY, 25 FEET
 GZ2039'NORTH OF CENTER LINE OF DRIVE, 70 FEET NORTHWEST AND ACROSS DRIVE
 GZ2039'FROM THE NORTHWEST CORNER OF HOUSE, 1 FOOT WEST OF A POWER POLE,
 GZ2039'ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GZ2039'POST PROJECTING 2 INCHES.
 GZ2039
 GZ2039                          STATION RECOVERY (1982)
 GZ2039
 GZ2039'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1994 ***********************************************************************
 GZ1994  DESIGNATION -  B 258
 GZ1994  PID         -  GZ1994
 GZ1994  STATE/COUNTY-  KY/HART
 GZ1994  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ1994
 GZ1994                         *CURRENT SURVEY CONTROL
 GZ1994  ___________________________________________________________________
 GZ1994* NAD 83(1986)-  37 16 19.     (N)    085 53 26.     (W)     SCALED    
 GZ1994* NAVD 88     -       186.314  (meters)     611.27   (feet)  ADJUSTED  
 GZ1994  ___________________________________________________________________
 GZ1994  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GZ1994  DYNAMIC HT  -         186.171 (meters)     610.80  (feet)  COMP
 GZ1994  MODELED GRAV-     979,858.9   (mgal)                       NAVD 88
 GZ1994
 GZ1994  VERT ORDER  -  SECOND    CLASS 0
 GZ1994
 GZ1994.The horizontal coordinates were scaled from a topographic map and have
 GZ1994.an estimated accuracy of +/- 6 seconds.
 GZ1994
 GZ1994.The orthometric height was determined by differential leveling
 GZ1994.and adjusted by the National Geodetic Survey in June 1991..
 GZ1994
 GZ1994.The geoid height was determined by GEOID03.
 GZ1994
 GZ1994.The dynamic height is computed by dividing the NAVD 88
 GZ1994.geopotential number by the normal gravity value computed on the
 GZ1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1994.degrees latitude (g = 980.6199 gals.).
 GZ1994
 GZ1994.The modeled gravity was interpolated from observed gravity values.
 GZ1994
 GZ1994;                    North         East    Units  Estimated Accuracy
 GZ1994;SPC KY1Z     - 1,104,180.    1,487,530.      MT  (+/- 180 meters Scaled)
 GZ1994
 GZ1994                          SUPERSEDED SURVEY CONTROL
 GZ1994
 GZ1994  NGVD 29 (??/??/92)  186.437  (m)          611.67   (f) ADJ UNCH    2 0
 GZ1994
 GZ1994.Superseded values are not recommended for survey control.
 GZ1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1994.See file dsdata.txt to determine how the superseded data were derived.
 GZ1994
 GZ1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG983256(NAD 83)
 GZ1994_MARKER: DB = BENCH MARK DISK
 GZ1994_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1994_SP_SET: BUILDING WALL
 GZ1994_STAMPING: B 258 1951
 GZ1994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1994
 GZ1994  HISTORY     - Date     Condition        Report By
 GZ1994  HISTORY     - 1951     MONUMENTED       CGS
 GZ1994
 GZ1994                          STATION DESCRIPTION
 GZ1994
 GZ1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1994'AT MUNFORDVILLE.
 GZ1994'AT MUNFORDVILLE, SET VERTICALLY IN THE SOUTHWEST FACE AT THE
 GZ1994'WEST CORNER OF THE COURT HOUSE, 1 1/2 FEET SOUTHEAST OF CORNER
 GZ1994'AND 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1973 ***********************************************************************
 GZ1973  DESIGNATION -  B 259
 GZ1973  PID         -  GZ1973
 GZ1973  STATE/COUNTY-  KY/LARUE
 GZ1973  USGS QUAD   -  HAMMONVILLE (1982)
 GZ1973
 GZ1973                         *CURRENT SURVEY CONTROL
 GZ1973  ___________________________________________________________________
 GZ1973* NAD 83(1986)-  37 26 25.     (N)    085 46 44.     (W)     SCALED    
 GZ1973* NAVD 88     -       231.222  (meters)     758.60   (feet)  ADJUSTED  
 GZ1973  ___________________________________________________________________
 GZ1973  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GZ1973  DYNAMIC HT  -         231.041 (meters)     758.01  (feet)  COMP
 GZ1973  MODELED GRAV-     979,843.8   (mgal)                       NAVD 88
 GZ1973
 GZ1973  VERT ORDER  -  SECOND    CLASS 0
 GZ1973
 GZ1973.The horizontal coordinates were scaled from a topographic map and have
 GZ1973.an estimated accuracy of +/- 6 seconds.
 GZ1973
 GZ1973.The orthometric height was determined by differential leveling
 GZ1973.and adjusted by the National Geodetic Survey in June 1991..
 GZ1973
 GZ1973.The geoid height was determined by GEOID03.
 GZ1973
 GZ1973.The dynamic height is computed by dividing the NAVD 88
 GZ1973.geopotential number by the normal gravity value computed on the
 GZ1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1973.degrees latitude (g = 980.6199 gals.).
 GZ1973
 GZ1973.The modeled gravity was interpolated from observed gravity values.
 GZ1973
 GZ1973;                    North         East    Units  Estimated Accuracy
 GZ1973;SPC KY1Z     - 1,122,850.    1,497,440.      MT  (+/- 180 meters Scaled)
 GZ1973
 GZ1973                          SUPERSEDED SURVEY CONTROL
 GZ1973
 GZ1973  NGVD 29 (??/??/92)  231.341  (m)          758.99   (f) ADJ UNCH    2 0
 GZ1973
 GZ1973.Superseded values are not recommended for survey control.
 GZ1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1973.See file dsdata.txt to determine how the superseded data were derived.
 GZ1973
 GZ1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG080444(NAD 83)
 GZ1973_MARKER: DB = BENCH MARK DISK
 GZ1973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1973_SP_SET: BRIDGE
 GZ1973_STAMPING: B 259 1951
 GZ1973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1973
 GZ1973  HISTORY     - Date     Condition        Report By
 GZ1973  HISTORY     - 1951     MONUMENTED       CGS
 GZ1973  HISTORY     - 1982     GOOD             KYDT
 GZ1973
 GZ1973                          STATION DESCRIPTION
 GZ1973
 GZ1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1973'1.8 MI W FROM MAGNOLIA.
 GZ1973'ABOUT 0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 31E FROM THE
 GZ1973'CUMBERLAND PRESBYTERIAN CHURCH AT MAGNOLIA, THENCE ABOUT 1.65
 GZ1973'MILES WEST ALONG A GRAVEL ROAD, SET IN THE TOP OF THE NORTHEAST
 GZ1973'END OF THE SOUTHWEST WING WALL OF A 30-FOOT CONCRETE BRIDGE
 GZ1973'OVER A CREEK, 12 FEET SOUTH OF CENTER LINE OF ROAD, 1 FOOT
 GZ1973'SOUTHWEST OF THE WEST END OF SOUTH CONCRETE GUARD RAIL AND ABOUT
 GZ1973'1 FOOT ABOVE ROAD.  NOTE-- MARK MAY BE REACHED FROM THE BAPTIST
 GZ1973'CHURCH AND CEMETERY AT HAMMONVILLE BY GOING ABOUT 1.75 MILES
 GZ1973'NORTH ALONG STATE HIGHWAY 357, THENCE ABOUT 0.85 MILE EAST
 GZ1973'ALONG A GRAVEL ROAD.
 GZ1973
 GZ1973                          STATION RECOVERY (1982)
 GZ1973
 GZ1973'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ1973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2665 ***********************************************************************
 GA2665  DESIGNATION -  B 26
 GA2665  PID         -  GA2665
 GA2665  STATE/COUNTY-  KY/BELL
 GA2665  USGS QUAD   -  VARILLA (1991)
 GA2665
 GA2665                         *CURRENT SURVEY CONTROL
 GA2665  ___________________________________________________________________
 GA2665* NAD 83(1986)-  36 43 23.     (N)    083 37 15.     (W)     SCALED    
 GA2665* NAVD 88     -       316.555  (meters)    1038.56   (feet)  ADJUSTED  
 GA2665  ___________________________________________________________________
 GA2665  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GA2665  DYNAMIC HT  -         316.281 (meters)    1037.67  (feet)  COMP
 GA2665  MODELED GRAV-     979,758.3   (mgal)                       NAVD 88
 GA2665
 GA2665  VERT ORDER  -  SECOND    CLASS 0
 GA2665
 GA2665.The horizontal coordinates were scaled from a topographic map and have
 GA2665.an estimated accuracy of +/- 6 seconds.
 GA2665
 GA2665.The orthometric height was determined by differential leveling
 GA2665.and adjusted by the National Geodetic Survey in June 1991..
 GA2665
 GA2665.The geoid height was determined by GEOID03.
 GA2665
 GA2665.The dynamic height is computed by dividing the NAVD 88
 GA2665.geopotential number by the normal gravity value computed on the
 GA2665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2665.degrees latitude (g = 980.6199 gals.).
 GA2665
 GA2665.The modeled gravity was interpolated from observed gravity values.
 GA2665
 GA2665;                    North         East    Units  Estimated Accuracy
 GA2665;SPC KY1Z     - 1,045,430.    1,690,210.      MT  (+/- 180 meters Scaled)
 GA2665
 GA2665                          SUPERSEDED SURVEY CONTROL
 GA2665
 GA2665  NGVD 29 (??/??/92)  316.71   (m)         1039.1    (f) COMPUTED    2 0
 GA2665
 GA2665.Superseded values are not recommended for survey control.
 GA2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2665.See file dsdata.txt to determine how the superseded data were derived.
 GA2665
 GA2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA659673(NAD 83)
 GA2665_MARKER: DB = BENCH MARK DISK
 GA2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2665+STABILITY: SURFACE MOTION
 GA2665
 GA2665  HISTORY     - Date     Condition        Report By
 GA2665  HISTORY     - UNK      MONUMENTED       CGS
 GA2665  HISTORY     - 1957     MARK NOT FOUND   NGS
 GA2665
 GA2665                          STATION DESCRIPTION
 GA2665
 GA2665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2665'AT PAGE.
 GA2665'1000 FT. NE OF L AND NRR DEPOT AT PAGE, KY., 30 FEET EAST OF THE
 GA2665'CENTER OF THE EAST OR LYNCH BOUND TRACK AT A GRADE CROSSING,
 GA2665'40 FEET WEST OF A FRAME STORE BLDG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2291 ***********************************************************************
 GZ2291  DESIGNATION -  B 260
 GZ2291  PID         -  GZ2291
 GZ2291  STATE/COUNTY-  KY/HARDIN
 GZ2291  USGS QUAD   -  SONORA (1992)
 GZ2291
 GZ2291                         *CURRENT SURVEY CONTROL
 GZ2291  ___________________________________________________________________
 GZ2291* NAD 83(1986)-  37 36 36.     (N)    085 54 19.     (W)     SCALED    
 GZ2291* NAVD 88     -       208.053  (meters)     682.59   (feet)  ADJUSTED  
 GZ2291  ___________________________________________________________________
 GZ2291  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GZ2291  DYNAMIC HT  -         207.893 (meters)     682.06  (feet)  COMP
 GZ2291  MODELED GRAV-     979,860.9   (mgal)                       NAVD 88
 GZ2291
 GZ2291  VERT ORDER  -  FIRST     CLASS II
 GZ2291
 GZ2291.The horizontal coordinates were scaled from a topographic map and have
 GZ2291.an estimated accuracy of +/- 6 seconds.
 GZ2291
 GZ2291.The orthometric height was determined by differential leveling
 GZ2291.and adjusted by the National Geodetic Survey in June 1991..
 GZ2291
 GZ2291.The geoid height was determined by GEOID03.
 GZ2291
 GZ2291.The dynamic height is computed by dividing the NAVD 88
 GZ2291.geopotential number by the normal gravity value computed on the
 GZ2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2291.degrees latitude (g = 980.6199 gals.).
 GZ2291
 GZ2291.The modeled gravity was interpolated from observed gravity values.
 GZ2291
 GZ2291;                    North         East    Units  Estimated Accuracy
 GZ2291;SPC KY1Z     - 1,141,700.    1,486,290.      MT  (+/- 180 meters Scaled)
 GZ2291
 GZ2291                          SUPERSEDED SURVEY CONTROL
 GZ2291
 GZ2291  NGVD 29 (??/??/92)  208.166  (m)          682.96   (f) ADJ UNCH    1 2
 GZ2291
 GZ2291.Superseded values are not recommended for survey control.
 GZ2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2291.See file dsdata.txt to determine how the superseded data were derived.
 GZ2291
 GZ2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG966631(NAD 83)
 GZ2291_MARKER: DB = BENCH MARK DISK
 GZ2291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2291_SP_SET: ABUTMENT
 GZ2291_STAMPING: B 260 1951
 GZ2291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2291
 GZ2291  HISTORY     - Date     Condition        Report By
 GZ2291  HISTORY     - 1951     MONUMENTED       CGS
 GZ2291  HISTORY     - 1982     GOOD             KYDT
 GZ2291
 GZ2291                          STATION DESCRIPTION
 GZ2291
 GZ2291'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2291'0.6 MI N FROM GLENDALE.
 GZ2291'0.6 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GZ2291'THE CROSSING OF STATE HIGHWAY 222 AT GLENDALE, ABOUT 0.1 MILE
 GZ2291'SOUTH OF MILE POST 49, IN THE TOP OF THE EAST END OF THE NORTH
 GZ2291'ABUTMENT OF A 15-FOOT BRIDGE OVER ROSE RUN CREEK, 10 FEET EAST OF
 GZ2291'THE EAST RAIL, 30 FEET SOUTH OF SIGNAL LIGHT NO. 492 AND ABOUT 3
 GZ2291'FEET BELOW THE TRACK.
 GZ2291
 GZ2291                          STATION RECOVERY (1982)
 GZ2291
 GZ2291'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2572 ***********************************************************************
 GZ2572  DESIGNATION -  B 260 RESET 1970
 GZ2572  PID         -  GZ2572
 GZ2572  STATE/COUNTY-  KY/HARDIN
 GZ2572  USGS QUAD   -  SONORA (1992)
 GZ2572
 GZ2572                         *CURRENT SURVEY CONTROL
 GZ2572  ___________________________________________________________________
 GZ2572* NAD 83(1986)-  37 36 36.     (N)    085 54 19.     (W)     SCALED    
 GZ2572* NAVD 88     -       208.99   (meters)     685.7    (feet)  RESET     
 GZ2572  ___________________________________________________________________
 GZ2572  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GZ2572
 GZ2572  VERT ORDER  -  THIRD
 GZ2572
 GZ2572.The horizontal coordinates were scaled from a topographic map and have
 GZ2572.an estimated accuracy of +/- 6 seconds.
 GZ2572
 GZ2572.The orthometric height was computed from unverified reset data.
 GZ2572.No vertical observational check was made to the station.
 GZ2572
 GZ2572.The geoid height was determined by GEOID03.
 GZ2572
 GZ2572;                    North         East    Units  Estimated Accuracy
 GZ2572;SPC KY1Z     - 1,141,700.    1,486,290.      MT  (+/- 180 meters Scaled)
 GZ2572
 GZ2572                          SUPERSEDED SURVEY CONTROL
 GZ2572
 GZ2572  NGVD 29 (10/08/05)  209.10   (m)          686.0    (f) RESET       3  
 GZ2572
 GZ2572.Superseded values are not recommended for survey control.
 GZ2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2572.See file dsdata.txt to determine how the superseded data were derived.
 GZ2572
 GZ2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG966631(NAD 83)
 GZ2572_MARKER: DB = BENCH MARK DISK
 GZ2572_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ2572_SP_SET: WINGWALL
 GZ2572_STAMPING: B 260 RESET 1970
 GZ2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2572+STABILITY: SURFACE MOTION
 GZ2572
 GZ2572  HISTORY     - Date     Condition        Report By
 GZ2572  HISTORY     - 1970     MONUMENTED       LNRR
 GZ2572
 GZ2572                          STATION DESCRIPTION
 GZ2572
 GZ2572'DESCRIBED BY LOUISVILLE AND NASHVILLE RAILROAD 1970
 GZ2572'0.6 MI NORTH FROM GLENDALE.
 GZ2572'0.6 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ2572'FROM THE CROSSING OF STATE ROUTE 222 IN GLENDALE, 21 RAILS (820
 GZ2572'FEET) SOUTH AND ACROSS THE TRACKS FROM MILE POST 49, 118 FEET NORTH
 GZ2572'OF THE NORTH EDGE OF A BLOCK SIGNAL CONTROL BASE, 58.5 FEET
 GZ2572'SOUTH-SOUTHWEST OF TELEGRAPH POLE NO. A 97, 9.5 FEET EAST OF THE
 GZ2572'EAST RAIL OF THE RAILROAD, 3.5 FEET EAST OF THE NORTH END OF A PIPE
 GZ2572'RAILING, 1.3 FEET SOUTH OF THE NORTH EDGE OF THE CONCRETE BRIDGE
 GZ2572'WINGWALL, 1.3 FEET NORTH OF THE SOUTH EDGE OF THE CONCRETE BRIDGE
 GZ2572'WINGWALL, 1.0 FOOT WEST OF THE POINT OF SLOPE, AND IN THE TOP OF THE
 GZ2572'NORTH-WEST WINGWALL OF A STONE AND CONCRETE BRIDGE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2031 ***********************************************************************
 GB2031  DESIGNATION -  B 263
 GB2031  PID         -  GB2031
 GB2031  STATE/COUNTY-  KY/METCALFE
 GB2031  USGS QUAD   -  SUMMER SHADE (1974)
 GB2031
 GB2031                         *CURRENT SURVEY CONTROL
 GB2031  ___________________________________________________________________
 GB2031* NAD 83(1986)-  36 57 16.     (N)    085 44 07.     (W)     SCALED    
 GB2031* NAVD 88     -       293.257  (meters)     962.13   (feet)  ADJUSTED  
 GB2031  ___________________________________________________________________
 GB2031  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GB2031  DYNAMIC HT  -         293.018 (meters)     961.34  (feet)  COMP
 GB2031  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 GB2031
 GB2031  VERT ORDER  -  SECOND    CLASS 0
 GB2031
 GB2031.The horizontal coordinates were scaled from a topographic map and have
 GB2031.an estimated accuracy of +/- 6 seconds.
 GB2031
 GB2031.The orthometric height was determined by differential leveling
 GB2031.and adjusted by the National Geodetic Survey in June 1991..
 GB2031
 GB2031.The geoid height was determined by GEOID03.
 GB2031
 GB2031.The dynamic height is computed by dividing the NAVD 88
 GB2031.geopotential number by the normal gravity value computed on the
 GB2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2031.degrees latitude (g = 980.6199 gals.).
 GB2031
 GB2031.The modeled gravity was interpolated from observed gravity values.
 GB2031
 GB2031;                    North         East    Units  Estimated Accuracy
 GB2031;SPC KY1Z     - 1,068,940.    1,501,310.      MT  (+/- 180 meters Scaled)
 GB2031
 GB2031                          SUPERSEDED SURVEY CONTROL
 GB2031
 GB2031  NGVD 29 (??/??/92)  293.399  (m)          962.59   (f) ADJ UNCH    2 0
 GB2031
 GB2031.Superseded values are not recommended for survey control.
 GB2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2031.See file dsdata.txt to determine how the superseded data were derived.
 GB2031
 GB2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF126905(NAD 83)
 GB2031_MARKER: DB = BENCH MARK DISK
 GB2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2031_STAMPING: B 263 1951 962.593
 GB2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2031+STABILITY: SURFACE MOTION
 GB2031
 GB2031  HISTORY     - Date     Condition        Report By
 GB2031  HISTORY     - 1951     MONUMENTED       CGS
 GB2031  HISTORY     - 1958     GOOD             NGS
 GB2031
 GB2031                          STATION DESCRIPTION
 GB2031
 GB2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2031'2 MI SW FROM RANDOLPH.
 GB2031'ABOUT 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 640 FROM THE POST
 GB2031'OFFICE AT RANDOLPH, ABOUT 0.95 MILE NORTHEAST OF THE JUNCTION OF
 GB2031'A GRAVEL ROAD WEST, NEAR THE TOP OF A GRADE, AT A FENCE CORNER,
 GB2031'30 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 5 FEET NORTHEAST
 GB2031'OF FENCE CORNER, 1 FOOT SOUTHEAST OF A FENCE LINE, 2 FEET
 GB2031'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GB2031'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 GB2031'INCHES.
 GB2031
 GB2031                          STATION RECOVERY (1958)
 GB2031
 GB2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2875 ***********************************************************************
 GA2875  DESIGNATION -  B 264
 GA2875  PID         -  GA2875
 GA2875  STATE/COUNTY-  KY/KNOX
 GA2875  USGS QUAD   -  FOUNT (1974)
 GA2875
 GA2875                         *CURRENT SURVEY CONTROL
 GA2875  ___________________________________________________________________
 GA2875* NAD 83(1986)-  36 56 57.     (N)    083 46 02.     (W)     SCALED    
 GA2875* NAVD 88     -       327.051  (meters)    1073.00   (feet)  ADJUSTED  
 GA2875  ___________________________________________________________________
 GA2875  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GA2875  DYNAMIC HT  -         326.784 (meters)    1072.12  (feet)  COMP
 GA2875  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 GA2875
 GA2875  VERT ORDER  -  SECOND    CLASS 0
 GA2875
 GA2875.The horizontal coordinates were scaled from a topographic map and have
 GA2875.an estimated accuracy of +/- 6 seconds.
 GA2875
 GA2875.The orthometric height was determined by differential leveling
 GA2875.and adjusted by the National Geodetic Survey in June 1991..
 GA2875
 GA2875.The geoid height was determined by GEOID03.
 GA2875
 GA2875.The dynamic height is computed by dividing the NAVD 88
 GA2875.geopotential number by the normal gravity value computed on the
 GA2875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2875.degrees latitude (g = 980.6199 gals.).
 GA2875
 GA2875.The modeled gravity was interpolated from observed gravity values.
 GA2875
 GA2875;                    North         East    Units  Estimated Accuracy
 GA2875;SPC KY1Z     - 1,070,230.    1,676,600.      MT  (+/- 180 meters Scaled)
 GA2875
 GA2875                          SUPERSEDED SURVEY CONTROL
 GA2875
 GA2875  NGVD 29 (??/??/92)  327.208  (m)         1073.51   (f) ADJ UNCH    2 0
 GA2875
 GA2875.Superseded values are not recommended for survey control.
 GA2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2875.See file dsdata.txt to determine how the superseded data were derived.
 GA2875
 GA2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA535928(NAD 83)
 GA2875_MARKER: DB = BENCH MARK DISK
 GA2875_SETTING: 66 = SET IN ROCK OUTCROP
 GA2875_SP_SET: OUTCROP
 GA2875_STAMPING: B 264 1951 1073.515
 GA2875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2875+STABILITY: POSITION/ELEVATION WELL
 GA2875
 GA2875  HISTORY     - Date     Condition        Report By
 GA2875  HISTORY     - 1951     MONUMENTED       CGS
 GA2875  HISTORY     - 1957     GOOD             NGS
 GA2875
 GA2875                          STATION DESCRIPTION
 GA2875
 GA2875'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2875'6.8 MI NW FROM DEWITT.
 GA2875'5.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF
 GA2875'STATE HIGHWAY 223 AND HIGHWAY BRIDGE OVER TRACE FORK AT DEWITT,
 GA2875'THENCE ABOUT 1.8 MILES WEST ALONG A DIRT ROAD, ABOUT 50 YARDS
 GA2875'NORTHEAST OF A WHITE FARM HOUSE AND END OF DIRT ROAD, AT A POINT
 GA2875'WHERE POWER LINE CROSSES ROAD, IN THE TOP OF A FLAT OUTCROP OF
 GA2875'ROCK, 15 FEET NORTH OF CENTER LINE OF ROAD, 1 FOOT NORTH OF SOUTH
 GA2875'EDGE OF ROCK AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
 GA2875
 GA2875                          STATION RECOVERY (1957)
 GA2875
 GA2875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2796 ***********************************************************************
 GA2796  DESIGNATION -  B 265
 GA2796  PID         -  GA2796
 GA2796  STATE/COUNTY-  KY/BELL
 GA2796  USGS QUAD   -  PINEVILLE (1974)
 GA2796
 GA2796                         *CURRENT SURVEY CONTROL
 GA2796  ___________________________________________________________________
 GA2796* NAD 83(1986)-  36 50 28.     (N)    083 37 51.     (W)     SCALED    
 GA2796* NAVD 88     -       334.375  (meters)    1097.03   (feet)  ADJUSTED  
 GA2796  ___________________________________________________________________
 GA2796  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GA2796  DYNAMIC HT  -         334.090 (meters)    1096.09  (feet)  COMP
 GA2796  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GA2796
 GA2796  VERT ORDER  -  SECOND    CLASS 0
 GA2796
 GA2796.The horizontal coordinates were scaled from a topographic map and have
 GA2796.an estimated accuracy of +/- 6 seconds.
 GA2796
 GA2796.The orthometric height was determined by differential leveling
 GA2796.and adjusted by the National Geodetic Survey in June 1991..
 GA2796
 GA2796.The geoid height was determined by GEOID03.
 GA2796
 GA2796.The dynamic height is computed by dividing the NAVD 88
 GA2796.geopotential number by the normal gravity value computed on the
 GA2796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2796.degrees latitude (g = 980.6199 gals.).
 GA2796
 GA2796.The modeled gravity was interpolated from observed gravity values.
 GA2796
 GA2796;                    North         East    Units  Estimated Accuracy
 GA2796;SPC KY1Z     - 1,058,500.    1,689,020.      MT  (+/- 180 meters Scaled)
 GA2796
 GA2796                          SUPERSEDED SURVEY CONTROL
 GA2796
 GA2796  NGVD 29 (??/??/92)  334.522  (m)         1097.51   (f) ADJ UNCH    2 0
 GA2796
 GA2796.Superseded values are not recommended for survey control.
 GA2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2796.See file dsdata.txt to determine how the superseded data were derived.
 GA2796
 GA2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA654804(NAD 83)
 GA2796_MARKER: DB = BENCH MARK DISK
 GA2796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2796_SP_SET: CULVERT
 GA2796_STAMPING: B 265 1951 1097.511
 GA2796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2796
 GA2796  HISTORY     - Date     Condition        Report By
 GA2796  HISTORY     - 1951     MONUMENTED       CGS
 GA2796  HISTORY     - 1957     GOOD             NGS
 GA2796  HISTORY     - 1977     GOOD             LOCENG
 GA2796
 GA2796                          STATION DESCRIPTION
 GA2796
 GA2796'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2796'3 MI N FROM ARJAY.
 GA2796'3.0 MILES NORTH ALONG STATE HIGHWAY 66 FROM THE SCHOOL AT ARJAY,
 GA2796'ABOUT 0.8 MILE NORTH OF A 100-FOOT BRIDGE OVER SIMMONS CREEK,
 GA2796'ABOUT 0.25 MILE NORTH OF STRAIGHT CREEK PRESBYTERIAN CHURCH,
 GA2796'ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING SOUTHWEST
 GA2796'AND NORTHWEST, IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL
 GA2796'OF A 3-FOOT CONCRETE CULVERT, 13 FEET EAST OF CENTER LINE OF
 GA2796'HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 GA2796
 GA2796                          STATION RECOVERY (1957)
 GA2796
 GA2796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2796'RECOVERED IN GOOD CONDITION.
 GA2796
 GA2796                          STATION RECOVERY (1977)
 GA2796
 GA2796'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 GA2796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2123 ***********************************************************************
 GB2123  DESIGNATION -  B 266 RESET 1966
 GB2123  PID         -  GB2123
 GB2123  STATE/COUNTY-  KY/MONROE
 GB2123  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB2123
 GB2123                         *CURRENT SURVEY CONTROL
 GB2123  ___________________________________________________________________
 GB2123* NAD 83(1986)-  36 44 45.     (N)    085 41 49.     (W)     SCALED    
 GB2123* NAVD 88     -       253.47   (meters)     831.6    (feet)  RESET     
 GB2123  ___________________________________________________________________
 GB2123  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB2123
 GB2123  VERT ORDER  -  THIRD
 GB2123
 GB2123.The horizontal coordinates were scaled from a topographic map and have
 GB2123.an estimated accuracy of +/- 6 seconds.
 GB2123
 GB2123.The orthometric height was computed from unverified reset data.
 GB2123.No vertical observational check was made to the station.
 GB2123
 GB2123.The geoid height was determined by GEOID03.
 GB2123
 GB2123;                    North         East    Units  Estimated Accuracy
 GB2123;SPC KY1Z     - 1,045,780.    1,504,740.      MT  (+/- 180 meters Scaled)
 GB2123
 GB2123                          SUPERSEDED SURVEY CONTROL
 GB2123
 GB2123  NGVD 29 (??/??/??)  253.59   (m)          832.0    (f) RESET       3  
 GB2123
 GB2123.Superseded values are not recommended for survey control.
 GB2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2123.See file dsdata.txt to determine how the superseded data were derived.
 GB2123
 GB2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF163674(NAD 83)
 GB2123_MARKER: DB = BENCH MARK DISK
 GB2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2123_STAMPING: B 266 RESET 1966
 GB2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2123+STABILITY: SURFACE MOTION
 GB2123
 GB2123  HISTORY     - Date     Condition        Report By
 GB2123  HISTORY     - 1966     MONUMENTED       KYHD
 GB2123
 GB2123                          STATION DESCRIPTION
 GB2123
 GB2123'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GB2123'3.4 MI N FROM TOMPKINSVILLE.
 GB2123'ABOUT 3.35 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE COURTHOUSE
 GB2123'AT TOMKINSVILLE, AT A BRIDGE OVER THE EAST FORK OF BARREN RIVER,
 GB2123'15 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE, 23 FEET
 GB2123'WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET WEST OF A TELEPHONE
 GB2123'POLE, 30 FEET SOUTHEAST OF THE CORNER OF A STORE, 34 FEET SOUTH
 GB2123'OF THE SOUTHWEST CORNER OF GAS PUMP ISLANDS, AND SET IN THE TOP
 GB2123'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2146 ***********************************************************************
 GB2146  DESIGNATION -  B 267
 GB2146  PID         -  GB2146
 GB2146  STATE/COUNTY-  KY/MONROE
 GB2146  USGS QUAD   -  VERNON (1981)
 GB2146
 GB2146                         *CURRENT SURVEY CONTROL
 GB2146  ___________________________________________________________________
 GB2146* NAD 83(1986)-  36 42 32.     (N)    085 31 36.     (W)     SCALED    
 GB2146* NAVD 88     -       167.407  (meters)     549.23   (feet)  ADJUSTED  
 GB2146  ___________________________________________________________________
 GB2146  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GB2146  DYNAMIC HT  -         167.270 (meters)     548.78  (feet)  COMP
 GB2146  MODELED GRAV-     979,811.7   (mgal)                       NAVD 88
 GB2146
 GB2146  VERT ORDER  -  SECOND    CLASS 0
 GB2146
 GB2146.The horizontal coordinates were scaled from a topographic map and have
 GB2146.an estimated accuracy of +/- 6 seconds.
 GB2146
 GB2146.The orthometric height was determined by differential leveling
 GB2146.and adjusted by the National Geodetic Survey in June 1991..
 GB2146
 GB2146.The geoid height was determined by GEOID03.
 GB2146
 GB2146.The dynamic height is computed by dividing the NAVD 88
 GB2146.geopotential number by the normal gravity value computed on the
 GB2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2146.degrees latitude (g = 980.6199 gals.).
 GB2146
 GB2146.The modeled gravity was interpolated from observed gravity values.
 GB2146
 GB2146;                    North         East    Units  Estimated Accuracy
 GB2146;SPC KY1Z     - 1,041,710.    1,519,960.      MT  (+/- 180 meters Scaled)
 GB2146
 GB2146                          SUPERSEDED SURVEY CONTROL
 GB2146
 GB2146  NGVD 29 (??/??/92)  167.538  (m)          549.66   (f) ADJ UNCH    2 0
 GB2146
 GB2146.Superseded values are not recommended for survey control.
 GB2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2146.See file dsdata.txt to determine how the superseded data were derived.
 GB2146
 GB2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF315635(NAD 83)
 GB2146_MARKER: DB = BENCH MARK DISK
 GB2146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB2146_SP_SET: ABUTMENT
 GB2146_STAMPING: B 267 1951
 GB2146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB2146
 GB2146  HISTORY     - Date     Condition        Report By
 GB2146  HISTORY     - 1951     MONUMENTED       CGS
 GB2146
 GB2146                          STATION DESCRIPTION
 GB2146
 GB2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2146'0.6 MI NW FROM CENTER POINT.
 GB2146'AT CENTER POINT, ABOUT 0.6 MILE NORTHWEST ALONG A GRAVEL ROAD
 GB2146'FROM THE SCHOOL, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GB2146'ABUTMENT OF A 33-FOOT CONCRETE BRIDGE OVER PULLIMS BRANCH, 12
 GB2146'FEET SOUTHWEST OF CENTER LINE OF ROAD, 1 FOOT SOUTHWEST OF
 GB2146'CONCRETE BANISTER AND ABOUT LEVEL WITH BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2096 ***********************************************************************
 GB2096  DESIGNATION -  B 268
 GB2096  PID         -  GB2096
 GB2096  STATE/COUNTY-  KY/BARREN
 GB2096  USGS QUAD   -  TEMPLE HILL (1981)
 GB2096
 GB2096                         *CURRENT SURVEY CONTROL
 GB2096  ___________________________________________________________________
 GB2096* NAD 83(1986)-  36 52 35.     (N)    085 48 30.     (W)     SCALED    
 GB2096* NAVD 88     -       247.689  (meters)     812.63   (feet)  ADJUSTED  
 GB2096  ___________________________________________________________________
 GB2096  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GB2096  DYNAMIC HT  -         247.488 (meters)     811.97  (feet)  COMP
 GB2096  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GB2096
 GB2096  VERT ORDER  -  SECOND    CLASS 0
 GB2096
 GB2096.The horizontal coordinates were scaled from a topographic map and have
 GB2096.an estimated accuracy of +/- 6 seconds.
 GB2096
 GB2096.The orthometric height was determined by differential leveling
 GB2096.and adjusted by the National Geodetic Survey in June 1991..
 GB2096
 GB2096.The geoid height was determined by GEOID03.
 GB2096
 GB2096.The dynamic height is computed by dividing the NAVD 88
 GB2096.geopotential number by the normal gravity value computed on the
 GB2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2096.degrees latitude (g = 980.6199 gals.).
 GB2096
 GB2096.The modeled gravity was interpolated from observed gravity values.
 GB2096
 GB2096;                    North         East    Units  Estimated Accuracy
 GB2096;SPC KY1Z     - 1,060,270.    1,494,800.      MT  (+/- 180 meters Scaled)
 GB2096
 GB2096                          SUPERSEDED SURVEY CONTROL
 GB2096
 GB2096  NGVD 29 (??/??/92)  247.828  (m)          813.08   (f) ADJ UNCH    2 0
 GB2096
 GB2096.Superseded values are not recommended for survey control.
 GB2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2096.See file dsdata.txt to determine how the superseded data were derived.
 GB2096
 GB2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF062818(NAD 83)
 GB2096_MARKER: DB = BENCH MARK DISK
 GB2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2096_STAMPING: B 268 1951
 GB2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2096+STABILITY: SURFACE MOTION
 GB2096
 GB2096  HISTORY     - Date     Condition        Report By
 GB2096  HISTORY     - 1951     MONUMENTED       CGS
 GB2096
 GB2096                          STATION DESCRIPTION
 GB2096
 GB2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2096'3.6 MI NE FROM FREEDOM.
 GB2096'ABOUT 0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 63 FROM POPLAR
 GB2096'LOG CHURCH AND CEMETERY AT FREEDOM, THENCE ABOUT 2.15 MILES
 GB2096'NORTH AND NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.9 MILE
 GB2096'NORTH ALONG A GRAVEL ROAD, AT A CROSS ROAD 55 FEET NORTHWEST
 GB2096'OF CENTER LINE OF ROAD, 9 FEET NORTHEAST OF CENTER LINE OF LANE
 GB2096'LEADING NORTHWEST, 38 1/2 FEET NORTH-NORTHWEST AND ACROSS
 GB2096'LANE FROM A 38-INCH OAK TREE, 1 FOOT NORTHEAST OF A WIRE FENCE
 GB2096'AND INSIDE OF A FIELD, 31 FEET NORTHWEST OF A FENCE CORNER,
 GB2096'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 GB2096'ABOVE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB2096'3 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE CHURCH OF CHRIST
 GB2096'AND CEMETERY AT EIGHTY EIGHT BY GOING ABOUT 0.55 MILE SOUTHEAST
 GB2096'ALONG STATE HIGHWAY 90, THENCE ABOUT 1.05 MILES SOUTH ALONG
 GB2096'A GRAVEL ROAD, THENCE ABOUT 0.4 MILE WEST ALONG A GRAVEL ROAD,
 GB2096'THENCE ABOUT 0.95 MILE SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT
 GB2096'0.6 MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.5 MILE
 GB2096'SOUTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1041 ***********************************************************************
 GB1041  DESIGNATION -  B 269
 GB1041  PID         -  GB1041
 GB1041  STATE/COUNTY-  KY/MCCREARY
 GB1041  USGS QUAD   -  BARTHELL (1982)
 GB1041
 GB1041                         *CURRENT SURVEY CONTROL
 GB1041  ___________________________________________________________________
 GB1041* NAD 83(1986)-  36 43 01.     (N)    084 32 38.     (W)     SCALED    
 GB1041* NAVD 88     -       235.986  (meters)     774.23   (feet)  ADJUSTED  
 GB1041  ___________________________________________________________________
 GB1041  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GB1041  DYNAMIC HT  -         235.794 (meters)     773.60  (feet)  COMP
 GB1041  MODELED GRAV-     979,812.8   (mgal)                       NAVD 88
 GB1041
 GB1041  VERT ORDER  -  SECOND    CLASS 0
 GB1041
 GB1041.The horizontal coordinates were scaled from a topographic map and have
 GB1041.an estimated accuracy of +/- 6 seconds.
 GB1041
 GB1041.The orthometric height was determined by differential leveling
 GB1041.and adjusted by the National Geodetic Survey in June 1991..
 GB1041
 GB1041.The geoid height was determined by GEOID03.
 GB1041
 GB1041.The dynamic height is computed by dividing the NAVD 88
 GB1041.geopotential number by the normal gravity value computed on the
 GB1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1041.degrees latitude (g = 980.6199 gals.).
 GB1041
 GB1041.The modeled gravity was interpolated from observed gravity values.
 GB1041
 GB1041;                    North         East    Units  Estimated Accuracy
 GB1041;SPC KY1Z     - 1,043,270.    1,607,760.      MT  (+/- 180 meters Scaled)
 GB1041
 GB1041                          SUPERSEDED SURVEY CONTROL
 GB1041
 GB1041  NGVD 29 (??/??/92)  236.126  (m)          774.69   (f) ADJ UNCH    2 0
 GB1041
 GB1041.Superseded values are not recommended for survey control.
 GB1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1041.See file dsdata.txt to determine how the superseded data were derived.
 GB1041
 GB1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF193662(NAD 83)
 GB1041_MARKER: DB = BENCH MARK DISK
 GB1041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1041_SP_SET: BRIDGE
 GB1041_STAMPING: B 269 1951 774.690
 GB1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1041
 GB1041  HISTORY     - Date     Condition        Report By
 GB1041  HISTORY     - 1951     MONUMENTED       CGS
 GB1041  HISTORY     - 1957     GOOD             NGS
 GB1041
 GB1041                          STATION DESCRIPTION
 GB1041
 GB1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1041'AT YAMACRAW.
 GB1041'AT YAMACRAW, IN THE TOP OF THE WEST END OF THE KENTUCKY AND
 GB1041'TENNESSEE RAILROAD BRIDGE OVER EMBAYMENT OF SOUTH FORK OF CUMBERLAND
 GB1041'RIVER, 5 1/2 FEET SOUTH OF SOUTH RAIL AND ABOUT 1 FOOT BELOW
 GB1041'LEVEL OF TRACK.
 GB1041
 GB1041                          STATION RECOVERY (1957)
 GB1041
 GB1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1514 ***********************************************************************
 GA1514  DESIGNATION -  B 27
 GA1514  PID         -  GA1514
 GA1514  STATE/COUNTY-  KY/HARLAN
 GA1514  USGS QUAD   -  HARLAN (1978)
 GA1514
 GA1514                         *CURRENT SURVEY CONTROL
 GA1514  ___________________________________________________________________
 GA1514* NAD 83(1986)-  36 50 43.     (N)    083 19 38.     (W)     SCALED    
 GA1514* NAVD 88     -       359.142  (meters)    1178.29   (feet)  ADJUSTED  
 GA1514  ___________________________________________________________________
 GA1514  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1514  DYNAMIC HT  -         358.832 (meters)    1177.27  (feet)  COMP
 GA1514  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 GA1514
 GA1514  VERT ORDER  -  SECOND    CLASS 0
 GA1514
 GA1514.The horizontal coordinates were scaled from a topographic map and have
 GA1514.an estimated accuracy of +/- 6 seconds.
 GA1514
 GA1514.The orthometric height was determined by differential leveling
 GA1514.and adjusted by the National Geodetic Survey in June 1991..
 GA1514
 GA1514.The geoid height was determined by GEOID03.
 GA1514
 GA1514.The dynamic height is computed by dividing the NAVD 88
 GA1514.geopotential number by the normal gravity value computed on the
 GA1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1514.degrees latitude (g = 980.6199 gals.).
 GA1514
 GA1514.The modeled gravity was interpolated from observed gravity values.
 GA1514
 GA1514;                    North         East    Units  Estimated Accuracy
 GA1514;SPC KY1Z     - 1,059,630.    1,716,080.      MT  (+/- 180 meters Scaled)
 GA1514
 GA1514                          SUPERSEDED SURVEY CONTROL
 GA1514
 GA1514  NGVD 29 (??/??/92)  359.287  (m)         1178.76   (f) ADJ UNCH    2 0
 GA1514
 GA1514.Superseded values are not recommended for survey control.
 GA1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1514.See file dsdata.txt to determine how the superseded data were derived.
 GA1514
 GA1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA924802(NAD 83)
 GA1514_MARKER: DB = BENCH MARK DISK
 GA1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1514_STAMPING: B 27 1934
 GA1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1514+STABILITY: SURFACE MOTION
 GA1514
 GA1514  HISTORY     - Date     Condition        Report By
 GA1514  HISTORY     - 1934     MONUMENTED       CGS
 GA1514  HISTORY     - 1952     GOOD             NGS
 GA1514  HISTORY     - 1956     GOOD             NGS
 GA1514
 GA1514                          STATION DESCRIPTION
 GA1514
 GA1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GA1514'0.2 MI NW FROM HARLAN.
 GA1514'AT HARLAN, ABOUT 0.2 MILE NORTHWEST ALONG LOUISVILLE AND NASHVILLE
 GA1514'RAILROAD FROM THE STATION, AT THE JUNCTION OF THE LOUISVILLE
 GA1514'AND NASHVILLE RAILROAD LEADING NORTH-SOUTH, 16 FEET EAST OF
 GA1514'EAST RAIL OF NORTH-SOUTH TRACK, 19 FEET SOUTHWEST OF SOUTHWEST
 GA1514'RAIL OF TRACK LEADING TO HARLAN, 23 FEET SOUTHEAST OF A SWITCH
 GA1514'STAND, 8 FEET WEST OF A WHISTLE POST, ABOUT 1 FOOT BELOW LEVEL
 GA1514'OF TRACK AND SET IN TOP OF A 6-INCH CONCRETE FILLED PIPE ABOUT FLUSH
 GA1514'WITH GROUND.  NOTE-- AN IRON PIPE HAS BEEN PLACED OVER THIS
 GA1514'MARK FOR PROTECTION AND ELEVATION COULD NOT BE STAMPED OR
 GA1514'RUBBING MADE.  THE PIPE EXTENDS 18 INCHES ABOVE THE MARK.
 GA1514
 GA1514                          STATION RECOVERY (1956)
 GA1514
 GA1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1117 ***********************************************************************
 GB1117  DESIGNATION -  B 270
 GB1117  PID         -  GB1117
 GB1117  STATE/COUNTY-  KY/MCCREARY
 GB1117  USGS QUAD   -  COOPERSVILLE (1983)
 GB1117
 GB1117                         *CURRENT SURVEY CONTROL
 GB1117  ___________________________________________________________________
 GB1117* NAD 83(1986)-  36 47 19.     (N)    084 37 37.     (W)     SCALED    
 GB1117* NAVD 88     -       261.312  (meters)     857.32   (feet)  ADJUSTED  
 GB1117  ___________________________________________________________________
 GB1117  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GB1117  DYNAMIC HT  -         261.106 (meters)     856.65  (feet)  COMP
 GB1117  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 GB1117
 GB1117  VERT ORDER  -  SECOND    CLASS 0
 GB1117
 GB1117.The horizontal coordinates were scaled from a topographic map and have
 GB1117.an estimated accuracy of +/- 6 seconds.
 GB1117
 GB1117.The orthometric height was determined by differential leveling
 GB1117.and adjusted by the National Geodetic Survey in June 1991..
 GB1117
 GB1117.The geoid height was determined by GEOID03.
 GB1117
 GB1117.The dynamic height is computed by dividing the NAVD 88
 GB1117.geopotential number by the normal gravity value computed on the
 GB1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1117.degrees latitude (g = 980.6199 gals.).
 GB1117
 GB1117.The modeled gravity was interpolated from observed gravity values.
 GB1117
 GB1117;                    North         East    Units  Estimated Accuracy
 GB1117;SPC KY1Z     - 1,051,130.    1,600,250.      MT  (+/- 180 meters Scaled)
 GB1117
 GB1117                          SUPERSEDED SURVEY CONTROL
 GB1117
 GB1117  NGVD 29 (??/??/92)  261.459  (m)          857.80   (f) ADJ UNCH    2 0
 GB1117
 GB1117.Superseded values are not recommended for survey control.
 GB1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1117.See file dsdata.txt to determine how the superseded data were derived.
 GB1117
 GB1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF117740(NAD 83)
 GB1117_MARKER: DB = BENCH MARK DISK
 GB1117_SETTING: 66 = SET IN ROCK OUTCROP
 GB1117_SP_SET: ROCK OUTCROP
 GB1117_STAMPING: B 270 1951 857.803
 GB1117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1117+STABILITY: POSITION/ELEVATION WELL
 GB1117
 GB1117  HISTORY     - Date     Condition        Report By
 GB1117  HISTORY     - 1951     MONUMENTED       CGS
 GB1117  HISTORY     - 1957     GOOD             NGS
 GB1117
 GB1117                          STATION DESCRIPTION
 GB1117
 GB1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1117'0.6 MI SE FROM RITNER.
 GB1117'ABOUT 0.55 MILE SOUTHEAST ALONG A ROUGH ROCKY ROAD FROM THE
 GB1117'POST OFFICE AT RITNER, ABOUT 0.2 MILE SOUTHEAST OF FORD ACROSS
 GB1117'LITTLE SOUTH FORK RIVER, AT THE JUNCTION OF A ROAD LEADING
 GB1117'NORTHEAST TO FOSTER SCHOOL, IN YARD OF A SMALL FARM HOUSE,
 GB1117'74 FEET SOUTHWEST OF CENTER LINE OF ROAD, 56 FEET SOUTHWEST OF
 GB1117'A WIRE FENCE, 34 1/2 FEET EAST OF EAST PORCH CORNER OF HOUSE,
 GB1117'37 1/2 FEET EAST-NORTHEAST OF A 24-INCH OAK TREE, 3 FEET SOUTH
 GB1117'OF THE SOUTHWEST ONE OF TWO 6-INCH CEDAR TREES, IN THE TOP AND
 GB1117'NEAR SOUTHEAST END OF A LIMESTONE OUTCROP AND ABOUT 4 FEET BELOW
 GB1117'LEVEL OF ROAD.
 GB1117
 GB1117                          STATION RECOVERY (1957)
 GB1117
 GB1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1380 ***********************************************************************
 GB1380  DESIGNATION -  B 271
 GB1380  PID         -  GB1380
 GB1380  STATE/COUNTY-  KY/CLINTON
 GB1380  USGS QUAD   -  SAVAGE (1981)
 GB1380
 GB1380                         *CURRENT SURVEY CONTROL
 GB1380  ___________________________________________________________________
 GB1380* NAD 83(1986)-  36 38 00.     (N)    085 05 51.     (W)     SCALED    
 GB1380* NAVD 88     -       288.828  (meters)     947.60   (feet)  ADJUSTED  
 GB1380  ___________________________________________________________________
 GB1380  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GB1380  DYNAMIC HT  -         288.577 (meters)     946.77  (feet)  COMP
 GB1380  MODELED GRAV-     979,753.3   (mgal)                       NAVD 88
 GB1380
 GB1380  VERT ORDER  -  SECOND    CLASS 0
 GB1380
 GB1380.The horizontal coordinates were scaled from a topographic map and have
 GB1380.an estimated accuracy of +/- 6 seconds.
 GB1380
 GB1380.The orthometric height was determined by differential leveling
 GB1380.and adjusted by the National Geodetic Survey in June 1991..
 GB1380
 GB1380.The geoid height was determined by GEOID03.
 GB1380
 GB1380.The dynamic height is computed by dividing the NAVD 88
 GB1380.geopotential number by the normal gravity value computed on the
 GB1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1380.degrees latitude (g = 980.6199 gals.).
 GB1380
 GB1380.The modeled gravity was interpolated from observed gravity values.
 GB1380
 GB1380;                    North         East    Units  Estimated Accuracy
 GB1380;SPC KY1Z     - 1,033,500.    1,558,370.      MT  (+/- 180 meters Scaled)
 GB1380
 GB1380                          SUPERSEDED SURVEY CONTROL
 GB1380
 GB1380  NGVD 29 (??/??/92)  288.954  (m)          948.01   (f) ADJ UNCH    2 0
 GB1380
 GB1380.Superseded values are not recommended for survey control.
 GB1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1380.See file dsdata.txt to determine how the superseded data were derived.
 GB1380
 GB1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF700558(NAD 83)
 GB1380_MARKER: DB = BENCH MARK DISK
 GB1380_SETTING: 66 = SET IN ROCK OUTCROP
 GB1380_SP_SET: ROCK OUTCROP
 GB1380_STAMPING: B 271 1951
 GB1380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1380+STABILITY: POSITION/ELEVATION WELL
 GB1380
 GB1380  HISTORY     - Date     Condition        Report By
 GB1380  HISTORY     - 1951     MONUMENTED       CGS
 GB1380
 GB1380                          STATION DESCRIPTION
 GB1380
 GB1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1380'1 MI N FROM STATIC.
 GB1380'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE POST
 GB1380'OFFICE AT STATIC, TENNESSEE, IN THE TOP OF AN OUTCROP OF ROCK
 GB1380'AT THE NORTHWEST END OF A SHALLOW ROCK CUT, 18 FEET NORTHEAST
 GB1380'OF CENTER LINE OF HIGHWAY, 101 FEET NORTHWEST OF CENTER LINE
 GB1380'OF A DRIVE NORTHEAST TO A CULTIVATED FIELD, 96 FEET NORTHWEST
 GB1380'OF A FENCE CORNER, 60 FEET SOUTHEAST OF A CURVE SIGN POST, 17
 GB1380'FEET SOUTH OF A TELEPHONE POLE, 10 FEET SOUTHWEST OF A FENCE
 GB1380'LINE, 1/2 FOOT NORTHEAST OF SOUTHWEST EDGE OF OUTCROP AND ABOUT
 GB1380'3 FEET ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2844 ***********************************************************************
 GA2844  DESIGNATION -  B 272
 GA2844  PID         -  GA2844
 GA2844  STATE/COUNTY-  KY/BELL
 GA2844  USGS QUAD   -  BEVERLY (1979)
 GA2844
 GA2844                         *CURRENT SURVEY CONTROL
 GA2844  ___________________________________________________________________
 GA2844* NAD 83(1986)-  36 55 32.     (N)    083 31 39.     (W)     SCALED    
 GA2844* NAVD 88     -       402.533  (meters)    1320.64   (feet)  ADJUSTED  
 GA2844  ___________________________________________________________________
 GA2844  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2844  DYNAMIC HT  -         402.193 (meters)    1319.53  (feet)  COMP
 GA2844  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 GA2844
 GA2844  VERT ORDER  -  SECOND    CLASS 0
 GA2844
 GA2844.The horizontal coordinates were scaled from a topographic map and have
 GA2844.an estimated accuracy of +/- 6 seconds.
 GA2844
 GA2844.The orthometric height was determined by differential leveling
 GA2844.and adjusted by the National Geodetic Survey in June 1991..
 GA2844
 GA2844.The geoid height was determined by GEOID03.
 GA2844
 GA2844.The dynamic height is computed by dividing the NAVD 88
 GA2844.geopotential number by the normal gravity value computed on the
 GA2844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2844.degrees latitude (g = 980.6199 gals.).
 GA2844
 GA2844.The modeled gravity was interpolated from observed gravity values.
 GA2844
 GA2844;                    North         East    Units  Estimated Accuracy
 GA2844;SPC KY1Z     - 1,068,090.    1,698,010.      MT  (+/- 180 meters Scaled)
 GA2844
 GA2844                          SUPERSEDED SURVEY CONTROL
 GA2844
 GA2844  NGVD 29 (??/??/92)  402.680  (m)         1321.13   (f) ADJ UNCH    2 0
 GA2844
 GA2844.Superseded values are not recommended for survey control.
 GA2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2844.See file dsdata.txt to determine how the superseded data were derived.
 GA2844
 GA2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA748895(NAD 83)
 GA2844_MARKER: DB = BENCH MARK DISK
 GA2844_SETTING: 66 = SET IN ROCK OUTCROP
 GA2844_SP_SET: SET IN ROCK OUTCROP
 GA2844_STAMPING: B 272 1952 1321.126
 GA2844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2844+STABILITY: POSITION/ELEVATION WELL
 GA2844
 GA2844  HISTORY     - Date     Condition        Report By
 GA2844  HISTORY     - 1952     MONUMENTED       CGS
 GA2844  HISTORY     - 1957     GOOD             NGS
 GA2844  HISTORY     - 1977     MARK NOT FOUND   USGS
 GA2844
 GA2844                          STATION DESCRIPTION
 GA2844
 GA2844'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA2844'0.4 MI SE FROM BEVERLY.
 GA2844'0.35 MILE SOUTHEAST ALONG A ROUGH ROCKY ROAD LEADING TO SAYLOR
 GA2844'FROM RED BIRD MISSION HIGH SCHOOL AND CHURCH AT BEVERLY, ABOUT 50
 GA2844'YARDS NORTHWEST OF A WHITE FRAME HOUSE, IN THE TOP OF THE
 GA2844'NORTHWEST END OF A LARGE SLOPING OUTCROP OF ROCK, 27 FEET SOUTHWEST
 GA2844'OF CENTER LINE OF ROAD, ABOUT 40 FEET WEST OF CENTER OF ROAD AT
 GA2844'CENTER OF FORD ACROSS RED BIRD RIVER AND ABOUT 2 FEET ABOVE
 GA2844'GROUND.  NOTE-- MARK IS REACHED FROM RED BIRD MISSION HOSPITAL
 GA2844'AND ROAD JUNCTION AT BEVERLY BY GOING ABOUT 0.6 MILE SOUTHEAST ALONG
 GA2844'A GRAVEL ROAD TO HIGH SCHOOL AND CHURCH, THENCE CONTINUING SOUTHEAST
 GA2844'ALONG A ROUGH ROCKY ROAD FOR ABOUT 0.35 MILE.
 GA2844
 GA2844                          STATION RECOVERY (1957)
 GA2844
 GA2844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2844'RECOVERED IN GOOD CONDITION.
 GA2844
 GA2844                          STATION RECOVERY (1977)
 GA2844
 GA2844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GA2844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2705 ***********************************************************************
 GY2705  DESIGNATION -  B 273
 GY2705  PID         -  GY2705
 GY2705  STATE/COUNTY-  KY/CLAY
 GY2705  USGS QUAD   -  CREEKVILLE (1979)
 GY2705
 GY2705                         *CURRENT SURVEY CONTROL
 GY2705  ___________________________________________________________________
 GY2705* NAD 83(1986)-  37 01 05.     (N)    083 31 54.     (W)     SCALED    
 GY2705* NAVD 88     -       295.342  (meters)     968.97   (feet)  ADJUSTED  
 GY2705  ___________________________________________________________________
 GY2705  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GY2705  DYNAMIC HT  -         295.098 (meters)     968.17  (feet)  COMP
 GY2705  MODELED GRAV-     979,796.5   (mgal)                       NAVD 88
 GY2705
 GY2705  VERT ORDER  -  SECOND    CLASS 0
 GY2705
 GY2705.The horizontal coordinates were scaled from a topographic map and have
 GY2705.an estimated accuracy of +/- 6 seconds.
 GY2705
 GY2705.The orthometric height was determined by differential leveling
 GY2705.and adjusted by the National Geodetic Survey in June 1991..
 GY2705
 GY2705.The geoid height was determined by GEOID03.
 GY2705
 GY2705.The dynamic height is computed by dividing the NAVD 88
 GY2705.geopotential number by the normal gravity value computed on the
 GY2705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2705.degrees latitude (g = 980.6199 gals.).
 GY2705
 GY2705.The modeled gravity was interpolated from observed gravity values.
 GY2705
 GY2705;                    North         East    Units  Estimated Accuracy
 GY2705;SPC KY1Z     - 1,078,340.    1,697,400.      MT  (+/- 180 meters Scaled)
 GY2705
 GY2705                          SUPERSEDED SURVEY CONTROL
 GY2705
 GY2705  NGVD 29 (??/??/92)  295.497  (m)          969.48   (f) ADJ UNCH    2 0
 GY2705
 GY2705.Superseded values are not recommended for survey control.
 GY2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2705.See file dsdata.txt to determine how the superseded data were derived.
 GY2705
 GY2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA747998(NAD 83)
 GY2705_MARKER: DB = BENCH MARK DISK
 GY2705_SETTING: 66 = SET IN ROCK OUTCROP
 GY2705_SP_SET: ROCK OUTCROP
 GY2705_STAMPING: B 273 1952 969.476
 GY2705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2705+STABILITY: POSITION/ELEVATION WELL
 GY2705
 GY2705  HISTORY     - Date     Condition        Report By
 GY2705  HISTORY     - 1952     MONUMENTED       CGS
 GY2705  HISTORY     - 1957     GOOD             NGS
 GY2705
 GY2705                          STATION DESCRIPTION
 GY2705
 GY2705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2705'6.8 MI N FROM BEVERLY.
 GY2705'6.85 MILES NORTH ALONG NEW RED BIRD RIVER ROAD FROM THE RED BIRD
 GY2705'MISSION HOSPITAL AT BEVERLY, 0.5 MILE NORTH OF A SCHOOL ON WEST
 GY2705'SIDE OF RIVER, AT A POINT WHERE A POWER LINE CROSSES THE RIVER, AT
 GY2705'POINT WHERE NEW ROAD PARALLELS THE EAST BANK OF RIVER, 100 YARDS
 GY2705'SOUTH SOUTHWEST AND ACROSS ROAD AND RIVER BOTTOM FROM AN UNPAINTED
 GY2705'HOUSE, IN THE TOP OF THE NORTHWEST EDGE OF A LARGE ROCK OUTCROP
 GY2705'ON THE WEST BANK OF THE RIVER, 15 FEET EAST OF A GNARLED SYCAMORE
 GY2705'TREE, ABOUT 10 FEET BELOW LEVEL OF NEW ROAD.  NOTE-- MARK IS
 GY2705'6.95 MILES SOUTH ALONG THE NEW RED BIRD RIVER ROAD FROM THE
 GY2705'FLAT CREEK CHURCH OF BRETHERN MISSION AT CREEKVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1592 ***********************************************************************
 GA1592  DESIGNATION -  B 274
 GA1592  PID         -  GA1592
 GA1592  STATE/COUNTY-  KY/HARLAN
 GA1592  USGS QUAD   -  EWING (1978)
 GA1592
 GA1592                         *CURRENT SURVEY CONTROL
 GA1592  ___________________________________________________________________
 GA1592* NAD 83(1986)-  36 42 10.     (N)    083 27 04.     (W)     SCALED    
 GA1592* NAVD 88     -       603.798  (meters)    1980.96   (feet)  ADJUSTED  
 GA1592  ___________________________________________________________________
 GA1592  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GA1592  DYNAMIC HT  -         603.266 (meters)    1979.22  (feet)  COMP
 GA1592  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 GA1592
 GA1592  VERT ORDER  -  SECOND    CLASS 0
 GA1592
 GA1592.The horizontal coordinates were scaled from a topographic map and have
 GA1592.an estimated accuracy of +/- 6 seconds.
 GA1592
 GA1592.The orthometric height was determined by differential leveling
 GA1592.and adjusted by the National Geodetic Survey in June 1991..
 GA1592
 GA1592.The geoid height was determined by GEOID03.
 GA1592
 GA1592.The dynamic height is computed by dividing the NAVD 88
 GA1592.geopotential number by the normal gravity value computed on the
 GA1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1592.degrees latitude (g = 980.6199 gals.).
 GA1592
 GA1592.The modeled gravity was interpolated from observed gravity values.
 GA1592
 GA1592;                    North         East    Units  Estimated Accuracy
 GA1592;SPC KY1Z     - 1,043,540.    1,705,420.      MT  (+/- 180 meters Scaled)
 GA1592
 GA1592                          SUPERSEDED SURVEY CONTROL
 GA1592
 GA1592  NGVD 29 (??/??/92)  603.942  (m)         1981.43   (f) ADJ UNCH    2 0
 GA1592
 GA1592.Superseded values are not recommended for survey control.
 GA1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1592.See file dsdata.txt to determine how the superseded data were derived.
 GA1592
 GA1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA810647(NAD 83)
 GA1592_MARKER: DB = BENCH MARK DISK
 GA1592_SETTING: 66 = SET IN ROCK OUTCROP
 GA1592_SP_SET: CUT
 GA1592_STAMPING: B 274 1952 1981.433
 GA1592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1592+STABILITY: POSITION/ELEVATION WELL
 GA1592
 GA1592  HISTORY     - Date     Condition        Report By
 GA1592  HISTORY     - 1952     MONUMENTED       CGS
 GA1592  HISTORY     - 1957     GOOD             NGS
 GA1592
 GA1592                          STATION DESCRIPTION
 GA1592
 GA1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1592'13.9 MI SE FROM MIRACLE.
 GA1592'ABOUT 12.85 MILES SOUTHEAST ALONG A GRAVEL AND DIRT ROAD FROM THE
 GA1592'CROSSING OF LOUISVILLE AND NASHVILLE RAILROAD AND BRIDGE OVER
 GA1592'CUMBERLAND RIVER AT MIRACLE, THENCE ABOUT 1.05 MILE NORTHEAST
 GA1592'ALONG A ROAD LEADING UP A MOUNTAIN, ABOUT 0.3 MILE SOUTHWEST OF
 GA1592'TOP OF MOUNTAIN AND A MOUNTAIN ROAD LEADING EAST, IN THE TOP OF
 GA1592'A NARROW SHIELD IN THE EAST FACE OF A ROCK CUT, 11 FEET WEST OF
 GA1592'CENTER LINE OF ROAD, 60 FEET SOUTH OF WEST END OF AN 18-INCH
 GA1592'PIPE CULVERT AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK
 GA1592'MAY BE REACHED FROM THE FIRST BAPTIST CHURCH AT ALVA, HARLAN
 GA1592'COUNTY BY GOING ABOUT 3.05 MILES SOUTHEAST ALONG A GRAVEL AND
 GA1592'DIRT ROAD, THENCE ABOUT 5.2 MILES WEST ALONG A ROUGH MOUNTAIN
 GA1592'ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG A MOUNTAIN ROAD.
 GA1592
 GA1592                          STATION RECOVERY (1957)
 GA1592
 GA1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1627 ***********************************************************************
 GA1627  DESIGNATION -  B 275
 GA1627  PID         -  GA1627
 GA1627  STATE/COUNTY-  KY/HARLAN
 GA1627  USGS QUAD   -  HARLAN (1978)
 GA1627
 GA1627                         *CURRENT SURVEY CONTROL
 GA1627  ___________________________________________________________________
 GA1627* NAD 83(1986)-  36 52 29.     (N)    083 19 15.     (W)     SCALED    
 GA1627* NAVD 88     -       468.533  (meters)    1537.18   (feet)  ADJUSTED  
 GA1627  ___________________________________________________________________
 GA1627  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1627  DYNAMIC HT  -         468.130 (meters)    1535.86  (feet)  COMP
 GA1627  MODELED GRAV-     979,757.5   (mgal)                       NAVD 88
 GA1627
 GA1627  VERT ORDER  -  SECOND    CLASS 0
 GA1627
 GA1627.The horizontal coordinates were scaled from a topographic map and have
 GA1627.an estimated accuracy of +/- 6 seconds.
 GA1627
 GA1627.The orthometric height was determined by differential leveling
 GA1627.and adjusted by the National Geodetic Survey in June 1991..
 GA1627
 GA1627.The geoid height was determined by GEOID03.
 GA1627
 GA1627.The dynamic height is computed by dividing the NAVD 88
 GA1627.geopotential number by the normal gravity value computed on the
 GA1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1627.degrees latitude (g = 980.6199 gals.).
 GA1627
 GA1627.The modeled gravity was interpolated from observed gravity values.
 GA1627
 GA1627;                    North         East    Units  Estimated Accuracy
 GA1627;SPC KY1Z     - 1,062,910.    1,716,570.      MT  (+/- 180 meters Scaled)
 GA1627
 GA1627                          SUPERSEDED SURVEY CONTROL
 GA1627
 GA1627  NGVD 29 (??/??/92)  468.678  (m)         1537.65   (f) ADJ UNCH    2 0
 GA1627
 GA1627.Superseded values are not recommended for survey control.
 GA1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1627.See file dsdata.txt to determine how the superseded data were derived.
 GA1627
 GA1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA931834(NAD 83)
 GA1627_MARKER: DB = BENCH MARK DISK
 GA1627_SETTING: 66 = SET IN ROCK OUTCROP
 GA1627_SP_SET: CUT
 GA1627_STAMPING: B 275 1952 1537.654
 GA1627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1627+STABILITY: POSITION/ELEVATION WELL
 GA1627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1627+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 GA1627
 GA1627  HISTORY     - Date     Condition        Report By
 GA1627  HISTORY     - 1952     MONUMENTED       CGS
 GA1627  HISTORY     - 1956     GOOD             NGS
 GA1627  HISTORY     - 20010514 GOOD             KYDT
 GA1627
 GA1627                          STATION DESCRIPTION
 GA1627
 GA1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1627'1 MI N FROM BAXTER.
 GA1627'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 421 FROM THE CROSSING OF
 GA1627'THE LOUISVILLE AND NASHVILLE RAILROAD AT BAXTER, ON THE SOUTHEAST
 GA1627'SLOPE OF A MOUNTAIN, ON THE OUTSIDE OF AND AT THE SOUTHEAST END OF
 GA1627'A LONG SOUTHEAST AND NORTH CURVE, SET VERTICALLY IN THE NORTHEAST
 GA1627'FACE OF A LONG ROCK CUT, 23 FEET SOUTHWEST OF CENTER LINE OF
 GA1627'HIGHWAY, 24 FEET NORTHWEST OF SOUTHWEST END OF AN 18-INCH PIPE
 GA1627'CULVERT WITH RIGHT ANGLE SHAPED HEAD WALL, ABOUT 2 FEET ABOVE
 GA1627'GROUND AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 GA1627
 GA1627                          STATION RECOVERY (1956)
 GA1627
 GA1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1627'RECOVERED IN GOOD CONDITION.
 GA1627
 GA1627                          STATION RECOVERY (2001)
 GA1627
 GA1627'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2688 ***********************************************************************
 GY2688  DESIGNATION -  B 276
 GY2688  PID         -  GY2688
 GY2688  STATE/COUNTY-  KY/LESLIE
 GY2688  USGS QUAD   -  CREEKVILLE (1979)
 GY2688
 GY2688                         *CURRENT SURVEY CONTROL
 GY2688  ___________________________________________________________________
 GY2688* NAD 83(1986)-  37 01 23.     (N)    083 30 59.     (W)     SCALED    
 GY2688* NAVD 88     -       300.993  (meters)     987.51   (feet)  ADJUSTED  
 GY2688  ___________________________________________________________________
 GY2688  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GY2688  DYNAMIC HT  -         300.744 (meters)     986.69  (feet)  COMP
 GY2688  MODELED GRAV-     979,796.3   (mgal)                       NAVD 88
 GY2688
 GY2688  VERT ORDER  -  SECOND    CLASS 0
 GY2688
 GY2688.The horizontal coordinates were scaled from a topographic map and have
 GY2688.an estimated accuracy of +/- 6 seconds.
 GY2688
 GY2688.The orthometric height was determined by differential leveling
 GY2688.and adjusted by the National Geodetic Survey in June 1991..
 GY2688
 GY2688.The geoid height was determined by GEOID03.
 GY2688
 GY2688.The dynamic height is computed by dividing the NAVD 88
 GY2688.geopotential number by the normal gravity value computed on the
 GY2688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2688.degrees latitude (g = 980.6199 gals.).
 GY2688
 GY2688.The modeled gravity was interpolated from observed gravity values.
 GY2688
 GY2688;                    North         East    Units  Estimated Accuracy
 GY2688;SPC KY1Z     - 1,078,930.    1,698,740.      MT  (+/- 180 meters Scaled)
 GY2688
 GY2688                          SUPERSEDED SURVEY CONTROL
 GY2688
 GY2688  NGVD 29 (??/??/92)  301.149  (m)          988.02   (f) ADJ UNCH    2 0
 GY2688
 GY2688.Superseded values are not recommended for survey control.
 GY2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2688.See file dsdata.txt to determine how the superseded data were derived.
 GY2688
 GY2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB761003(NAD 83)
 GY2688_MARKER: DB = BENCH MARK DISK
 GY2688_SETTING: 66 = SET IN ROCK OUTCROP
 GY2688_SP_SET: ROCK OUTCROP
 GY2688_STAMPING: B 276 1952 988.020
 GY2688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2688+STABILITY: POSITION/ELEVATION WELL
 GY2688
 GY2688  HISTORY     - Date     Condition        Report By
 GY2688  HISTORY     - 1952     MONUMENTED       CGS
 GY2688  HISTORY     - 1957     GOOD             NGS
 GY2688  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2688
 GY2688                          STATION DESCRIPTION
 GY2688
 GY2688'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2688'0.3 MI NW FROM ROARK.
 GY2688'ABOUT 0.3 MILE NORTHWEST ALONG A ROUGH DIRT ROAD FOLLOWING JACKS
 GY2688'CREEK FROM THE POST OFFICE AT ROARK, ABOUT 0.8 MILE SOUTHEAST
 GY2688'OF JUNCTION OF RED BIRD RIVER ROAD AND CONFLUENCE OF JACKS
 GY2688'CREEK AND RED BIRD RIVER, ABOUT 100 YARDS SOUTHEAST OF A STONE
 GY2688'SCHOOL BUILDING, SET IN THE TOP OF THE NORTH CORNER OF A SQUARE
 GY2688'OUTCROP OF ROCK ON THE SOUTHWEST BANK OF JACKS CREEK, 63 FEET
 GY2688'SOUTHWEST OF CENTER LINE OF ROAD AND ABOUT 2 FEET ABOVE LEVEL
 GY2688'OF ROAD.  NOTE-- MARK MAY BE REACHED FROM BEVERLY, BELL COUNTY
 GY2688'BY GOING ABOUT 7.75 MILES NORTH ALONG A ROAD FOLLOWING RED BIRD
 GY2688'RIVER, THENCE ABOUT 0.8 MILE SOUTHEAST ALONG A ROAD FOLLOWING
 GY2688'JACKS CREEK.  NOTE-- MARK MAY ALSO BE REACHED FROM THE FLAT
 GY2688'CREEK CHURCH OF BRETHREN MISSION AT CREEKVILLE, CLAY COUNTY BY
 GY2688'GOING ABOUT 6.05 MILES SOUTH ALONG RED BIRD RIVER ROAD, THENCE
 GY2688'ABOUT 0.8 MILE SOUTHEAST ALONG ROAD FOLLOWING JACKS CREEK.
 GY2688
 GY2688                          STATION RECOVERY (1957)
 GY2688
 GY2688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2688'RECOVERED IN GOOD CONDITION.
 GY2688
 GY2688                          STATION RECOVERY (1977)
 GY2688
 GY2688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1100 ***********************************************************************
 GY1100  DESIGNATION -  B 278
 GY1100  PID         -  GY1100
 GY1100  STATE/COUNTY-  KY/FLOYD
 GY1100  USGS QUAD   -  MC DOWELL (1992)
 GY1100
 GY1100                         *CURRENT SURVEY CONTROL
 GY1100  ___________________________________________________________________
 GY1100* NAD 83(1986)-  37 25 39.     (N)    082 38 37.     (W)     SCALED    
 GY1100* NAVD 88     -       255.082  (meters)     836.88   (feet)  ADJUSTED  
 GY1100  ___________________________________________________________________
 GY1100  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GY1100  DYNAMIC HT  -         254.881 (meters)     836.22  (feet)  COMP
 GY1100  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 GY1100
 GY1100  VERT ORDER  -  SECOND    CLASS 0
 GY1100
 GY1100.The horizontal coordinates were scaled from a topographic map and have
 GY1100.an estimated accuracy of +/- 6 seconds.
 GY1100
 GY1100.The orthometric height was determined by differential leveling
 GY1100.and adjusted by the National Geodetic Survey in June 1991..
 GY1100
 GY1100.The geoid height was determined by GEOID03.
 GY1100
 GY1100.The dynamic height is computed by dividing the NAVD 88
 GY1100.geopotential number by the normal gravity value computed on the
 GY1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1100.degrees latitude (g = 980.6199 gals.).
 GY1100
 GY1100.The modeled gravity was interpolated from observed gravity values.
 GY1100
 GY1100;                    North         East    Units  Estimated Accuracy
 GY1100;SPC KY1Z     - 1,126,010.    1,774,880.      MT  (+/- 180 meters Scaled)
 GY1100
 GY1100                          SUPERSEDED SURVEY CONTROL
 GY1100
 GY1100  NGVD 29 (??/??/92)  255.263  (m)          837.48   (f) ADJ UNCH    2 0
 GY1100
 GY1100.Superseded values are not recommended for survey control.
 GY1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1100.See file dsdata.txt to determine how the superseded data were derived.
 GY1100
 GY1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB545435(NAD 83)
 GY1100_MARKER: DB = BENCH MARK DISK
 GY1100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1100_SP_SET: CULVERT
 GY1100_STAMPING: B 278 1953 837.475
 GY1100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1100+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 GY1100
 GY1100  HISTORY     - Date     Condition        Report By
 GY1100  HISTORY     - 1953     MONUMENTED       CGS
 GY1100  HISTORY     - 1956     POOR             NGS
 GY1100  HISTORY     - 20040330 GOOD             KYDT
 GY1100
 GY1100                          STATION DESCRIPTION
 GY1100
 GY1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1100'2.6 MI N FROM BEAVER.
 GY1100'2.6 MILES NORTH ALONG STATE HIGHWAY 979 FROM THE SCHOOL AT BEAVER,
 GY1100'ABOUT 25 YARDS SOUTHWEST AND ACROSS HIGHWAY FROM CASEYS STORE
 GY1100'AND POST OFFICE AT TEABERRY, SET IN THE TOP OF THE NORTH END OF
 GY1100'THE WEST HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT FOR HOWELL
 GY1100'BRANCH, 12 FEET WEST OF THE CENTER LINE OF HIGHWAY AND ABOUT 1
 GY1100'FOOT ABOVE LEVEL OF HIGHWAY.
 GY1100
 GY1100                          STATION RECOVERY (2004)
 GY1100
 GY1100'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1100'MARK IS 0.4 FOOT BELOW ROAD AND APT TO BURIED BY BLACKTOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1151 ***********************************************************************
 GY1151  DESIGNATION -  B 279
 GY1151  PID         -  GY1151
 GY1151  STATE/COUNTY-  KY/PIKE
 GY1151  USGS QUAD   -  JENKINS WEST (1992)
 GY1151
 GY1151                         *CURRENT SURVEY CONTROL
 GY1151  ___________________________________________________________________
 GY1151* NAD 83(1986)-  37 14 45.     (N)    082 41 35.     (W)     SCALED    
 GY1151* NAVD 88     -       471.160  (meters)    1545.80   (feet)  ADJUSTED  
 GY1151  ___________________________________________________________________
 GY1151  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GY1151  DYNAMIC HT  -         470.769 (meters)    1544.51  (feet)  COMP
 GY1151  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 GY1151
 GY1151  VERT ORDER  -  SECOND    CLASS 0
 GY1151
 GY1151.The horizontal coordinates were scaled from a topographic map and have
 GY1151.an estimated accuracy of +/- 6 seconds.
 GY1151
 GY1151.The orthometric height was determined by differential leveling
 GY1151.and adjusted by the National Geodetic Survey in June 1991..
 GY1151
 GY1151.The geoid height was determined by GEOID03.
 GY1151
 GY1151.The dynamic height is computed by dividing the NAVD 88
 GY1151.geopotential number by the normal gravity value computed on the
 GY1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1151.degrees latitude (g = 980.6199 gals.).
 GY1151
 GY1151.The modeled gravity was interpolated from observed gravity values.
 GY1151
 GY1151;                    North         East    Units  Estimated Accuracy
 GY1151;SPC KY1Z     - 1,105,720.    1,771,170.      MT  (+/- 180 meters Scaled)
 GY1151
 GY1151                          SUPERSEDED SURVEY CONTROL
 GY1151
 GY1151  NGVD 29 (??/??/92)  471.319  (m)         1546.32   (f) ADJ UNCH    2 0
 GY1151
 GY1151.Superseded values are not recommended for survey control.
 GY1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1151.See file dsdata.txt to determine how the superseded data were derived.
 GY1151
 GY1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB498234(NAD 83)
 GY1151_MARKER: DB = BENCH MARK DISK
 GY1151_SETTING: 66 = SET IN ROCK OUTCROP
 GY1151_SP_SET: ROCK LEDGE
 GY1151_STAMPING: B 279 1953
 GY1151_MARK LOGO: CGS   
 GY1151_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY1151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1151+STABILITY: POSITION/ELEVATION WELL
 GY1151
 GY1151  HISTORY     - Date     Condition        Report By
 GY1151  HISTORY     - 1953     MONUMENTED       CGS
 GY1151  HISTORY     - 1956     MARK NOT FOUND   NGS
 GY1151  HISTORY     - 19900801 POOR             USGS
 GY1151
 GY1151                          STATION DESCRIPTION
 GY1151
 GY1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GY1151'1.2 MI SW FROM ETTY.
 GY1151'1.2 MILES SOUTHWEST ALONG A ROUGH ROAD FOLLOWING STONY FORK AND
 GY1151'LEADING TO TOP OF BOONE GAP FROM THE SCHOOL AT ETTY, ABOUT 0.2
 GY1151'MILE NORTHEAST AND DOWNHILL FROM CROSSING OF A SMALL HOLLOW AND
 GY1151'HOUSES, IN THE TOP OF THE EAST CORNER OF A ROCK LEDGE, 30 FEET
 GY1151'SOUTHEAST OF CENTER LINE OF ROAD, 1 1/2 FEET WEST OF EAST CORNER
 GY1151'OF LEDGE, 7 FEET NORTHEAST OF A 24-INCH BEECH TREE, 30 FEET SOUTH
 GY1151'OF A 30-INCH BEECH TREE WHICH IS IN SOUTHEAST EDGE OF ROAD, AND
 GY1151'ABOUT 6 FEET BELOW LEVEL OF ROAD.
 GY1151
 GY1151                          STATION RECOVERY (1956)
 GY1151
 GY1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1151'MARK NOT FOUND.
 GY1151
 GY1151                          STATION RECOVERY (1990)
 GY1151
 GY1151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 GY1151'RECOVERED IN POOR CONDITION.  NOTE--STEM INTACT, CAP IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1135 ***********************************************************************
 GA1135  DESIGNATION -  B 28
 GA1135  PID         -  GA1135
 GA1135  STATE/COUNTY-  KY/HARLAN
 GA1135  USGS QUAD   -  BENHAM (1979)
 GA1135
 GA1135                         *CURRENT SURVEY CONTROL
 GA1135  ___________________________________________________________________
 GA1135* NAD 83(1986)-  36 59 26.     (N)    082 57 11.     (W)     SCALED    
 GA1135* NAVD 88     -       446.944  (meters)    1466.35   (feet)  ADJUSTED  
 GA1135  ___________________________________________________________________
 GA1135  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA1135  DYNAMIC HT  -         446.550 (meters)    1465.06  (feet)  COMP
 GA1135  MODELED GRAV-     979,736.3   (mgal)                       NAVD 88
 GA1135
 GA1135  VERT ORDER  -  SECOND    CLASS 0
 GA1135
 GA1135.The horizontal coordinates were scaled from a topographic map and have
 GA1135.an estimated accuracy of +/- 6 seconds.
 GA1135
 GA1135.The orthometric height was determined by differential leveling
 GA1135.and adjusted by the National Geodetic Survey in June 1991..
 GA1135
 GA1135.The geoid height was determined by GEOID03.
 GA1135
 GA1135.The dynamic height is computed by dividing the NAVD 88
 GA1135.geopotential number by the normal gravity value computed on the
 GA1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1135.degrees latitude (g = 980.6199 gals.).
 GA1135
 GA1135.The modeled gravity was interpolated from observed gravity values.
 GA1135
 GA1135;                    North         East    Units  Estimated Accuracy
 GA1135;SPC KY1Z     - 1,076,670.    1,748,960.      MT  (+/- 180 meters Scaled)
 GA1135
 GA1135                          SUPERSEDED SURVEY CONTROL
 GA1135
 GA1135  NGVD 29 (??/??/92)  447.063  (m)         1466.74   (f) ADJ UNCH    2 0
 GA1135
 GA1135.Superseded values are not recommended for survey control.
 GA1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1135.See file dsdata.txt to determine how the superseded data were derived.
 GA1135
 GA1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA261956(NAD 83)
 GA1135_MARKER: DB = BENCH MARK DISK
 GA1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1135_STAMPING: B 28 1934 1466.739
 GA1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1135+STABILITY: SURFACE MOTION
 GA1135
 GA1135  HISTORY     - Date     Condition        Report By
 GA1135  HISTORY     - 1934     MONUMENTED       CGS
 GA1135  HISTORY     - 1956     POOR             NGS
 GA1135
 GA1135                          STATION DESCRIPTION
 GA1135
 GA1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1135'2.5 MI NE FROM CUMBERLAND.
 GA1135'2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE LOUISVILLE
 GA1135'AND NASHVILLE RAILROAD STATION AT CUMBERLAND, HARLAN COUNTY,
 GA1135'ACROSS THE HIGHWAY FROM A SWINGING FOOTBRIDGE, 100 FEET NORTHEAST
 GA1135'OF BLAIR SCHOOL, 80 FEET NORTHWEST OF THE CENTERLINE OF
 GA1135'THE HIGHWAY, 15 FEET NORTHWEST OF THE END OF A STONE FENCE, AND
 GA1135'2 FEET WEST OF A WIRE FENCE.  A STANDARD DISK STAMPED B 28
 GA1135'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS
 GA1135'10 FEET WEST OF THE CENTER OF DRIVE NORTH ALONG EAST SIDE
 GA1135'OF SCHOOL GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2689 ***********************************************************************
 GY2689  DESIGNATION -  B 280
 GY2689  PID         -  GY2689
 GY2689  STATE/COUNTY-  KY/CLAY
 GY2689  USGS QUAD   -  OGLE (1979)
 GY2689
 GY2689                         *CURRENT SURVEY CONTROL
 GY2689  ___________________________________________________________________
 GY2689* NAD 83(1986)-  37 02 59.     (N)    083 39 32.     (W)     SCALED    
 GY2689* NAVD 88     -       275.821  (meters)     904.92   (feet)  ADJUSTED  
 GY2689  ___________________________________________________________________
 GY2689  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GY2689  DYNAMIC HT  -         275.597 (meters)     904.19  (feet)  COMP
 GY2689  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GY2689
 GY2689  VERT ORDER  -  SECOND    CLASS 0
 GY2689
 GY2689.The horizontal coordinates were scaled from a topographic map and have
 GY2689.an estimated accuracy of +/- 6 seconds.
 GY2689
 GY2689.The orthometric height was determined by differential leveling
 GY2689.and adjusted by the National Geodetic Survey in June 1991..
 GY2689
 GY2689.The geoid height was determined by GEOID03.
 GY2689
 GY2689.The dynamic height is computed by dividing the NAVD 88
 GY2689.geopotential number by the normal gravity value computed on the
 GY2689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2689.degrees latitude (g = 980.6199 gals.).
 GY2689
 GY2689.The modeled gravity was interpolated from observed gravity values.
 GY2689
 GY2689;                    North         East    Units  Estimated Accuracy
 GY2689;SPC KY1Z     - 1,081,590.    1,686,000.      MT  (+/- 180 meters Scaled)
 GY2689
 GY2689                          SUPERSEDED SURVEY CONTROL
 GY2689
 GY2689  NGVD 29 (??/??/92)  275.978  (m)          905.44   (f) ADJ UNCH    2 0
 GY2689
 GY2689.Superseded values are not recommended for survey control.
 GY2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2689.See file dsdata.txt to determine how the superseded data were derived.
 GY2689
 GY2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB635036(NAD 83)
 GY2689_MARKER: DB = BENCH MARK DISK
 GY2689_SETTING: 66 = SET IN ROCK OUTCROP
 GY2689_SP_SET: ROCK OUTCROP
 GY2689_STAMPING: B 280 1952 905.438
 GY2689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2689+STABILITY: POSITION/ELEVATION WELL
 GY2689
 GY2689  HISTORY     - Date     Condition        Report By
 GY2689  HISTORY     - 1952     MONUMENTED       CGS
 GY2689  HISTORY     - 1957     POOR             NGS
 GY2689  HISTORY     - 20020329 POOR             KYDT
 GY2689
 GY2689                          STATION DESCRIPTION
 GY2689
 GY2689'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2689'4.3 MI SE FROM GOOSEROCK.
 GY2689'ABOUT 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE POST
 GY2689'OFFICE AT GOOSEROCK, THENCE ABOUT 3.95 MILES SOUTHEAST ALONG A
 GY2689'GRAVEL ROAD, ABOUT 2.45 MILES NORTHWEST ALONG A GRAVEL ROAD
 GY2689'FROM POST OFFICE AT BRIGHTSHADE, ABOUT 1.1 MILES SOUTHEAST OF
 GY2689'JUNCTION OF A ROAD SOUTH, ABOUT 0.1 MILE NORTH OF A BRIDGE OVER
 GY2689'MUD LICK AND A DIM ROAD EAST, ABOUT 115 YARDS NORTHEAST AND
 GY2689'ACROSS ROAD FROM THE NORTHEAST CORNER OF MUD LICK SCHOOL (A
 GY2689'CONCRETE BLOCK BUILDING), 50 FEET EAST OF CENTER OF ROAD AT
 GY2689'JUNCTION OF A DIM ROAD SOUTHWEST, IN THE TOP OF THE SOUTH END
 GY2689'OF A SLOPING OUTCROP OF ROCK AT THE SOUTH END OF A CUT, 27
 GY2689'FEET NORTHEAST OF CENTER OF A FARM GATE, AND ABOUT 3 FEET ABOVE
 GY2689'LEVEL OF ROAD.
 GY2689
 GY2689                          STATION RECOVERY (1957)
 GY2689
 GY2689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2689'MARK RECOVERED IN POOR CONDITION.
 GY2689
 GY2689                          STATION RECOVERY (2002)
 GY2689
 GY2689'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2689'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2718 ***********************************************************************
 GY2718  DESIGNATION -  B 281
 GY2718  PID         -  GY2718
 GY2718  STATE/COUNTY-  KY/CLAY
 GY2718  USGS QUAD   -  CREEKVILLE (1979)
 GY2718
 GY2718                         *CURRENT SURVEY CONTROL
 GY2718  ___________________________________________________________________
 GY2718* NAD 83(1986)-  37 07 28.     (N)    083 34 17.     (W)     SCALED    
 GY2718* NAVD 88     -       270.858  (meters)     888.64   (feet)  ADJUSTED  
 GY2718  ___________________________________________________________________
 GY2718  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GY2718  DYNAMIC HT  -         270.639 (meters)     887.92  (feet)  COMP
 GY2718  MODELED GRAV-     979,815.1   (mgal)                       NAVD 88
 GY2718
 GY2718  VERT ORDER  -  SECOND    CLASS 0
 GY2718
 GY2718.The horizontal coordinates were scaled from a topographic map and have
 GY2718.an estimated accuracy of +/- 6 seconds.
 GY2718
 GY2718.The orthometric height was determined by differential leveling
 GY2718.and adjusted by the National Geodetic Survey in June 1991..
 GY2718
 GY2718.The geoid height was determined by GEOID03.
 GY2718
 GY2718.The dynamic height is computed by dividing the NAVD 88
 GY2718.geopotential number by the normal gravity value computed on the
 GY2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2718.degrees latitude (g = 980.6199 gals.).
 GY2718
 GY2718.The modeled gravity was interpolated from observed gravity values.
 GY2718
 GY2718;                    North         East    Units  Estimated Accuracy
 GY2718;SPC KY1Z     - 1,090,060.    1,693,590.      MT  (+/- 180 meters Scaled)
 GY2718
 GY2718                          SUPERSEDED SURVEY CONTROL
 GY2718
 GY2718  NGVD 29 (??/??/92)  271.016  (m)          889.16   (f) ADJ UNCH    2 0
 GY2718
 GY2718.Superseded values are not recommended for survey control.
 GY2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2718.See file dsdata.txt to determine how the superseded data were derived.
 GY2718
 GY2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB715117(NAD 83)
 GY2718_MARKER: DB = BENCH MARK DISK
 GY2718_SETTING: 66 = SET IN ROCK OUTCROP
 GY2718_SP_SET: ROCK OUTCROP
 GY2718_STAMPING: B 281 1952 889.158
 GY2718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2718+STABILITY: POSITION/ELEVATION WELL
 GY2718
 GY2718  HISTORY     - Date     Condition        Report By
 GY2718  HISTORY     - 1952     MONUMENTED       CGS
 GY2718  HISTORY     - 1957     GOOD             NGS
 GY2718  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2718
 GY2718                          STATION DESCRIPTION
 GY2718
 GY2718'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2718'2.3 MI SE FROM ANNALEE.
 GY2718'ABOUT 2.3 MILES SOUTHEAST ALONG RED BIRD RIVER ROAD FROM THE FORD
 GY2718'MOTOR COMPANY OFFICE AT ANNALEE, IN THE TOP OF AN OUTCROP OF
 GY2718'SANDSTONE IN CENTER OF A SMALL WASH, 32 FEET NORTHWEST OF
 GY2718'CENTER LINE OF ROAD, 150 FEET NORTHEAST OF CENTER OF JUNCTION OF
 GY2718'A DRIVE LEADING EAST ACROSS RIVER TO A FARM HOUSE, 63 FEET NORTH
 GY2718'AND ACROSS ROAD FROM A LONE 14-INCH WALNUT TREE WITH MAIL BOX
 GY2718'ATTACHED TO IT, AND ABOUT 6 FEET ABOVE LEVEL OF ROAD.
 GY2718
 GY2718                          STATION RECOVERY (1957)
 GY2718
 GY2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2718'RECOVERED IN GOOD CONDITION.
 GY2718
 GY2718                          STATION RECOVERY (1977)
 GY2718
 GY2718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1418 ***********************************************************************
 GY1418  DESIGNATION -  B 282
 GY1418  PID         -  GY1418
 GY1418  STATE/COUNTY-  KY/JOHNSON
 GY1418  USGS QUAD   -  OIL SPRINGS (1992)
 GY1418
 GY1418                         *CURRENT SURVEY CONTROL
 GY1418  ___________________________________________________________________
 GY1418* NAD 83(1986)-  37 48 14.     (N)    082 57 31.     (W)     SCALED    
 GY1418* NAVD 88     -       261.502  (meters)     857.94   (feet)  ADJUSTED  
 GY1418  ___________________________________________________________________
 GY1418  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GY1418  DYNAMIC HT  -         261.303 (meters)     857.29  (feet)  COMP
 GY1418  MODELED GRAV-     979,862.3   (mgal)                       NAVD 88
 GY1418
 GY1418  VERT ORDER  -  SECOND    CLASS 0
 GY1418
 GY1418.The horizontal coordinates were scaled from a topographic map and have
 GY1418.an estimated accuracy of +/- 6 seconds.
 GY1418
 GY1418.The orthometric height was determined by differential leveling
 GY1418.and adjusted by the National Geodetic Survey in June 1991..
 GY1418
 GY1418.The geoid height was determined by GEOID03.
 GY1418
 GY1418.The dynamic height is computed by dividing the NAVD 88
 GY1418.geopotential number by the normal gravity value computed on the
 GY1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1418.degrees latitude (g = 980.6199 gals.).
 GY1418
 GY1418.The modeled gravity was interpolated from observed gravity values.
 GY1418
 GY1418;                    North         East    Units  Estimated Accuracy
 GY1418;SPC KY1Z     - 1,166,880.    1,745,770.      MT  (+/- 180 meters Scaled)
 GY1418
 GY1418                          SUPERSEDED SURVEY CONTROL
 GY1418
 GY1418  NGVD 29 (??/??/92)  261.693  (m)          858.57   (f) ADJ UNCH    2 0
 GY1418
 GY1418.Superseded values are not recommended for survey control.
 GY1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1418.See file dsdata.txt to determine how the superseded data were derived.
 GY1418
 GY1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB275858(NAD 83)
 GY1418_MARKER: DB = BENCH MARK DISK
 GY1418_SETTING: 66 = SET IN ROCK OUTCROP
 GY1418_SP_SET: ROCK OUTCROP
 GY1418_STAMPING: B 282 1952 858.571
 GY1418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1418+STABILITY: POSITION/ELEVATION WELL
 GY1418
 GY1418  HISTORY     - Date     Condition        Report By
 GY1418  HISTORY     - 1952     MONUMENTED       CGS
 GY1418  HISTORY     - 1955     GOOD             NGS
 GY1418  HISTORY     - 1962     MARK NOT FOUND   USGS
 GY1418  HISTORY     - 19970618 MARK NOT FOUND   KYDT
 GY1418
 GY1418                          STATION DESCRIPTION
 GY1418
 GY1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1418'0.4 MI W FROM OIL SPRINGS.
 GY1418'0.4 MILE WEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE AT OIL
 GY1418'SPRINGS, 0.5 MILE EAST OF THE MAGOFFIN - JOHNSON COUNTY LINE, 40
 GY1418'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET WEST
 GY1418'NORTHWEST OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF
 GY1418'HIGHWAY BRIDGE OVER LITTLE PAINT CREEK, 19 FEET NORTH OF THE CENTER
 GY1418'OF THE CREEK BED, ON THE TOP OF A FLAT ROCK OUTCROP, ABOUT 2 1/2
 GY1418'FEET ABOVE THE LEVEL OF CREEK BED, ABOUT 6 FEET BELOW THE LEVEL
 GY1418'OF THE HIGHWAY.
 GY1418
 GY1418                          STATION RECOVERY (1962)
 GY1418
 GY1418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GY1418'MARK NOT FOUND.
 GY1418
 GY1418                          STATION RECOVERY (1997)
 GY1418
 GY1418'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1462 ***********************************************************************
 GY1462  DESIGNATION -  B 283
 GY1462  PID         -  GY1462
 GY1462  STATE/COUNTY-  KY/MAGOFFIN
 GY1462  USGS QUAD   -  IVYTON (1992)
 GY1462
 GY1462                         *CURRENT SURVEY CONTROL
 GY1462  ___________________________________________________________________
 GY1462* NAD 83(1986)-  37 38 53.     (N)    082 59 59.     (W)     SCALED    
 GY1462* NAVD 88     -       281.709  (meters)     924.24   (feet)  ADJUSTED  
 GY1462  ___________________________________________________________________
 GY1462  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GY1462  DYNAMIC HT  -         281.492 (meters)     923.53  (feet)  COMP
 GY1462  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 GY1462
 GY1462  VERT ORDER  -  SECOND    CLASS 0
 GY1462
 GY1462.The horizontal coordinates were scaled from a topographic map and have
 GY1462.an estimated accuracy of +/- 6 seconds.
 GY1462
 GY1462.The orthometric height was determined by differential leveling
 GY1462.and adjusted by the National Geodetic Survey in June 1991..
 GY1462
 GY1462.The geoid height was determined by GEOID03.
 GY1462
 GY1462.The dynamic height is computed by dividing the NAVD 88
 GY1462.geopotential number by the normal gravity value computed on the
 GY1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1462.degrees latitude (g = 980.6199 gals.).
 GY1462
 GY1462.The modeled gravity was interpolated from observed gravity values.
 GY1462
 GY1462;                    North         East    Units  Estimated Accuracy
 GY1462;SPC KY1Z     - 1,149,490.    1,742,660.      MT  (+/- 180 meters Scaled)
 GY1462
 GY1462                          SUPERSEDED SURVEY CONTROL
 GY1462
 GY1462  NGVD 29 (??/??/92)  281.899  (m)          924.86   (f) ADJ UNCH    2 0
 GY1462
 GY1462.Superseded values are not recommended for survey control.
 GY1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1462.See file dsdata.txt to determine how the superseded data were derived.
 GY1462
 GY1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB235686(NAD 83)
 GY1462_MARKER: DB = BENCH MARK DISK
 GY1462_SETTING: 66 = SET IN ROCK OUTCROP
 GY1462_SP_SET: ROCK CUT
 GY1462_STAMPING: B 283 1952 924.864
 GY1462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1462+STABILITY: POSITION/ELEVATION WELL
 GY1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1462+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 GY1462
 GY1462  HISTORY     - Date     Condition        Report By
 GY1462  HISTORY     - 1952     MONUMENTED       CGS
 GY1462  HISTORY     - 1956     GOOD             NGS
 GY1462  HISTORY     - 20050725 GOOD             INDIV
 GY1462
 GY1462                          STATION DESCRIPTION
 GY1462
 GY1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1462'0.6 MI NW FROM SWAMPTON.
 GY1462'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 7 FROM THE SCHOOL AT
 GY1462'SWAMPTON, ABOUT 0.35 MILE NORTHWEST OF CHURCH AT SWAMPTON, SET
 GY1462'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CUT, 280 FEET NORTHWEST
 GY1462'OF CENTER OF JUNCTION OF A ROAD EAST, 162 FEET NORTHWEST OF WEST
 GY1462'CORNER OF AN UNPAINTED HOUSE, 24 FEET NORTHEAST OF CENTER LINE
 GY1462'OF HIGHWAY, AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 GY1462
 GY1462                          STATION RECOVERY (2005)
 GY1462
 GY1462'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RN)
 GY1462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1485 ***********************************************************************
 GY1485  DESIGNATION -  B 284
 GY1485  PID         -  GY1485
 GY1485  STATE/COUNTY-  KY/FLOYD
 GY1485  USGS QUAD   -  PRESTONSBURG (1992)
 GY1485
 GY1485                         *CURRENT SURVEY CONTROL
 GY1485  ___________________________________________________________________
 GY1485* NAD 83(1986)-  37 39 27.     (N)    082 49 41.     (W)     SCALED    
 GY1485* NAVD 88     -       193.882  (meters)     636.09   (feet)  ADJUSTED  
 GY1485  ___________________________________________________________________
 GY1485  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GY1485  DYNAMIC HT  -         193.734 (meters)     635.61  (feet)  COMP
 GY1485  MODELED GRAV-     979,864.0   (mgal)                       NAVD 88
 GY1485
 GY1485  VERT ORDER  -  SECOND    CLASS 0
 GY1485
 GY1485.The horizontal coordinates were scaled from a topographic map and have
 GY1485.an estimated accuracy of +/- 6 seconds.
 GY1485
 GY1485.The orthometric height was determined by differential leveling
 GY1485.and adjusted by the National Geodetic Survey in June 1991..
 GY1485
 GY1485.The geoid height was determined by GEOID03.
 GY1485
 GY1485.The dynamic height is computed by dividing the NAVD 88
 GY1485.geopotential number by the normal gravity value computed on the
 GY1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1485.degrees latitude (g = 980.6199 gals.).
 GY1485
 GY1485.The modeled gravity was interpolated from observed gravity values.
 GY1485
 GY1485;                    North         East    Units  Estimated Accuracy
 GY1485;SPC KY1Z     - 1,151,000.    1,757,770.      MT  (+/- 180 meters Scaled)
 GY1485
 GY1485                          SUPERSEDED SURVEY CONTROL
 GY1485
 GY1485  NGVD 29 (??/??/92)  194.079  (m)          636.74   (f) ADJ UNCH    2 0
 GY1485
 GY1485.Superseded values are not recommended for survey control.
 GY1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1485.See file dsdata.txt to determine how the superseded data were derived.
 GY1485
 GY1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB387693(NAD 83)
 GY1485_MARKER: DB = BENCH MARK DISK
 GY1485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1485_SP_SET: CULVERT
 GY1485_STAMPING: B 284 1952 636.741
 GY1485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1485
 GY1485  HISTORY     - Date     Condition        Report By
 GY1485  HISTORY     - 1952     MONUMENTED       CGS
 GY1485  HISTORY     - 1955     GOOD             NGS
 GY1485
 GY1485                          STATION DESCRIPTION
 GY1485
 GY1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1485'3.6 MI SE FROM PRESTONSBURG.
 GY1485'3.65 MILES SOUTHWEST ALONG STATE HIGHWAY 114 FROM THE CHESAPEAKE
 GY1485'AND OHIO RAILROAD STATION AT PRESTONSBURG, 0.8 MILE NORTHWEST
 GY1485'OF THE JUNCTION OF STATE HIGHWAY 404 SOUTHWEST TO DAVID, 2.45
 GY1485'MILES EAST OF PENTECOSTAL CHURCH AND CEMETERY AT DOTSON, ABOUT
 GY1485'70 YARDS WEST OF A CURVE WITH TANGENTS EXTENDING WEST AND
 GY1485'SOUTHEAST, SET IN THE TOP OF THE EAST END OF THE NORTH HEAD
 GY1485'WALL OF A 6-FOOT CONCRETE AND STONE BOX CULVERT, 17 FEET NORTH
 GY1485'OF THE CENTER LINE OF HIGHWAY, 41 FEET NORTHWEST OF CENTER OF
 GY1485'JUNCTION OF A DRIVE SOUTH TO A 2-STORY WHITE HOUSE, ABOUT 1
 GY1485'FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2339 ***********************************************************************
 GY2339  DESIGNATION -  B 285
 GY2339  PID         -  GY2339
 GY2339  STATE/COUNTY-  KY/LESLIE
 GY2339  USGS QUAD   -  HOSKINSTON (1980)
 GY2339
 GY2339                         *CURRENT SURVEY CONTROL
 GY2339  ___________________________________________________________________
 GY2339* NAD 83(1986)-  37 06 04.     (N)    083 23 38.     (W)     SCALED    
 GY2339* NAVD 88     -       379.202  (meters)    1244.10   (feet)  ADJUSTED  
 GY2339  ___________________________________________________________________
 GY2339  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GY2339  DYNAMIC HT  -         378.896 (meters)    1243.09  (feet)  COMP
 GY2339  MODELED GRAV-     979,812.8   (mgal)                       NAVD 88
 GY2339
 GY2339  VERT ORDER  -  SECOND    CLASS 0
 GY2339
 GY2339.The horizontal coordinates were scaled from a topographic map and have
 GY2339.an estimated accuracy of +/- 6 seconds.
 GY2339
 GY2339.The orthometric height was determined by differential leveling
 GY2339.and adjusted by the National Geodetic Survey in June 1991..
 GY2339
 GY2339.The geoid height was determined by GEOID03.
 GY2339
 GY2339.The dynamic height is computed by dividing the NAVD 88
 GY2339.geopotential number by the normal gravity value computed on the
 GY2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2339.degrees latitude (g = 980.6199 gals.).
 GY2339
 GY2339.The modeled gravity was interpolated from observed gravity values.
 GY2339
 GY2339;                    North         East    Units  Estimated Accuracy
 GY2339;SPC KY1Z     - 1,087,860.    1,709,420.      MT  (+/- 180 meters Scaled)
 GY2339
 GY2339                          SUPERSEDED SURVEY CONTROL
 GY2339
 GY2339  NGVD 29 (??/??/92)  379.365  (m)         1244.63   (f) ADJ UNCH    2 0
 GY2339
 GY2339.Superseded values are not recommended for survey control.
 GY2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2339.See file dsdata.txt to determine how the superseded data were derived.
 GY2339
 GY2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB872087(NAD 83)
 GY2339_MARKER: DB = BENCH MARK DISK
 GY2339_SETTING: 66 = SET IN ROCK OUTCROP
 GY2339_SP_SET: BOULDER
 GY2339_STAMPING: B 285 1952 1244.633
 GY2339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2339+STABILITY: POSITION/ELEVATION WELL
 GY2339
 GY2339  HISTORY     - Date     Condition        Report By
 GY2339  HISTORY     - 1952     MONUMENTED       CGS
 GY2339  HISTORY     - 1956     GOOD             NGS
 GY2339
 GY2339                          STATION DESCRIPTION
 GY2339
 GY2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2339'1.8 MI N FROM HOSKINSTON.
 GY2339'ABOUT 1.85 MILES NORTH ALONG U.S. HIGHWAY 421 FROM THE SCHOOL AT
 GY2339'HOSKINSTON, AT THE TOP OF A GRADE, ABOUT 23 YARDS NORTHEAST OF
 GY2339'JUNCTION OF A NARROW ROAD LEADING NORTHWEST, ABOUT 30 YARDS
 GY2339'NORTHEAST OF NORTHEAST END OF A TALL CUT, ABOUT 25 YARDS SOUTHWEST
 GY2339'OF A CAFE AND STORE, SET VERTICALLY IN THE SOUTH FACE OF A LARGE
 GY2339'BOULDER (THE UPPER PORTION OF BOULDER IS HANGING OVER THE EAST
 GY2339'SIDE), 35 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 1 FOOT WEST
 GY2339'OF SOUTHEAST CORNER OF BOULDER AND ABOUT 1 1/2 FEET ABOVE LEVEL
 GY2339'OF HIGHWAY.
 GY2339
 GY2339                          STATION RECOVERY (1956)
 GY2339
 GY2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2232 ***********************************************************************
 GY2232  DESIGNATION -  B 286
 GY2232  PID         -  GY2232
 GY2232  STATE/COUNTY-  KY/PERRY
 GY2232  USGS QUAD   -  VICCO (1992)
 GY2232
 GY2232                         *CURRENT SURVEY CONTROL
 GY2232  ___________________________________________________________________
 GY2232* NAD 83(1986)-  37 12 21.     (N)    083 05 25.     (W)     SCALED    
 GY2232* NAVD 88     -       278.908  (meters)     915.05   (feet)  ADJUSTED  
 GY2232  ___________________________________________________________________
 GY2232  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GY2232  DYNAMIC HT  -         278.682 (meters)     914.31  (feet)  COMP
 GY2232  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 GY2232
 GY2232  VERT ORDER  -  SECOND    CLASS 0
 GY2232
 GY2232.The horizontal coordinates were scaled from a topographic map and have
 GY2232.an estimated accuracy of +/- 6 seconds.
 GY2232
 GY2232.The orthometric height was determined by differential leveling
 GY2232.and adjusted by the National Geodetic Survey in June 1991..
 GY2232
 GY2232.The geoid height was determined by GEOID03.
 GY2232
 GY2232.The dynamic height is computed by dividing the NAVD 88
 GY2232.geopotential number by the normal gravity value computed on the
 GY2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2232.degrees latitude (g = 980.6199 gals.).
 GY2232
 GY2232.The modeled gravity was interpolated from observed gravity values.
 GY2232
 GY2232;                    North         East    Units  Estimated Accuracy
 GY2232;SPC KY1Z     - 1,100,200.    1,736,070.      MT  (+/- 180 meters Scaled)
 GY2232
 GY2232                          SUPERSEDED SURVEY CONTROL
 GY2232
 GY2232  NGVD 29 (??/??/92)  279.069  (m)          915.58   (f) ADJ UNCH    2 0
 GY2232
 GY2232.Superseded values are not recommended for survey control.
 GY2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2232.See file dsdata.txt to determine how the superseded data were derived.
 GY2232
 GY2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB145197(NAD 83)
 GY2232_MARKER: DB = BENCH MARK DISK
 GY2232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2232_SP_SET: CULVERT
 GY2232_STAMPING: B 286 1952 915.579
 GY2232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY2232+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1996
 GY2232
 GY2232  HISTORY     - Date     Condition        Report By
 GY2232  HISTORY     - 1952     MONUMENTED       CGS
 GY2232  HISTORY     - 1956     GOOD             NGS
 GY2232  HISTORY     - 19960610 GOOD             KYDT
 GY2232
 GY2232                          STATION DESCRIPTION
 GY2232
 GY2232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2232'2.8 MI SW FROM SASSAFRAS.
 GY2232'2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 GY2232'AND JUNCTION OF STATE HIGHWAY 354 AT SASSAFRAS, 3.75 MILES EAST
 GY2232'OF THE JUNCTION OF STATE HIGHWAY 7 AT JEFF, AT THE WEST EDGE OF
 GY2232'DEFIANCE, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 GY2232'HEAD WALL OF A 9-FOOT CONCRETE AND STONE BOX CULVERT FOR WHITE
 GY2232'OAK BRANCH, 13 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY,
 GY2232'3 FEET SOUTHEAST OF SOUTHWEST END OF HEAD WALL AND ABOUT LEVEL
 GY2232'WITH HIGHWAY.
 GY2232
 GY2232                          STATION RECOVERY (1996)
 GY2232
 GY2232'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2232'ABOUT 3.3 MILES EAST ALONG KY 15 FROM JUNCTION WITH KY 7 AT JEFF,
 GY2232'THENCE 0.2 MILE NORTHEAST ALONG DEFIANCE CIRCLE ( OLD KY 15 ) TO MARK
 GY2232'ON THE LEFT, 0.5 FOOT SOUTHWEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2282 ***********************************************************************
 GY2282  DESIGNATION -  B 287
 GY2282  PID         -  GY2282
 GY2282  STATE/COUNTY-  KY/PERRY
 GY2282  USGS QUAD   -  TILFORD (1976)
 GY2282
 GY2282                         *CURRENT SURVEY CONTROL
 GY2282  ___________________________________________________________________
 GY2282* NAD 83(1986)-  37 06 48.     (N)    083 05 35.     (W)     SCALED    
 GY2282* NAVD 88     -       290.012  (meters)     951.48   (feet)  ADJUSTED  
 GY2282  ___________________________________________________________________
 GY2282  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GY2282  DYNAMIC HT  -         289.773 (meters)     950.70  (feet)  COMP
 GY2282  MODELED GRAV-     979,800.2   (mgal)                       NAVD 88
 GY2282
 GY2282  VERT ORDER  -  SECOND    CLASS 0
 GY2282
 GY2282.The horizontal coordinates were scaled from a topographic map and have
 GY2282.an estimated accuracy of +/- 6 seconds.
 GY2282
 GY2282.The orthometric height was determined by differential leveling
 GY2282.and adjusted by the National Geodetic Survey in June 1991..
 GY2282
 GY2282.The geoid height was determined by GEOID03.
 GY2282
 GY2282.The dynamic height is computed by dividing the NAVD 88
 GY2282.geopotential number by the normal gravity value computed on the
 GY2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2282.degrees latitude (g = 980.6199 gals.).
 GY2282
 GY2282.The modeled gravity was interpolated from observed gravity values.
 GY2282
 GY2282;                    North         East    Units  Estimated Accuracy
 GY2282;SPC KY1Z     - 1,089,930.    1,736,110.      MT  (+/- 180 meters Scaled)
 GY2282
 GY2282                          SUPERSEDED SURVEY CONTROL
 GY2282
 GY2282  NGVD 29 (??/??/92)  290.16   (m)          952.0    (f) COMPUTED    2 0
 GY2282
 GY2282.Superseded values are not recommended for survey control.
 GY2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2282.See file dsdata.txt to determine how the superseded data were derived.
 GY2282
 GY2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB140094(NAD 83)
 GY2282_MARKER: DB = BENCH MARK DISK
 GY2282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2282_SP_SET: BRIDGE
 GY2282_STAMPING: B 287 1952 951.973
 GY2282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2282
 GY2282  HISTORY     - Date     Condition        Report By
 GY2282  HISTORY     - 1952     MONUMENTED       CGS
 GY2282
 GY2282                          STATION DESCRIPTION
 GY2282
 GY2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2282'1.2 MI SW FROM CORNETTSVILLE.
 GY2282'ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 448 FROM THE
 GY2282'JUNCTION OF STATE HIGHWAY 7 AT CORNETTSVILLE, AT THE CROSSING OF
 GY2282'A SPUR TRACK OF THE LOUISVILLE AND NASHVILLE RAILROAD, NEAR
 GY2282'RITTERS LUMBER MILL AT DAISY, IN THE TOP OF THE LOWER PART OF
 GY2282'THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF RAILROAD
 GY2282'BRIDGE OVER HICKS BRANCH, NEAR CONFLUENCE OF HICHS BRANCH AND
 GY2282'LEATHERWOOD CREEK, 11 YARDS SOUTH OF CENTER OF CROSSING, 15 FEET
 GY2282'SOUTHWEST OF SOUTHWEST RAIL AND ABOUT 3 1/2 FEET BELOW LEVEL OF
 GY2282'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2074 ***********************************************************************
 GY2074  DESIGNATION -  B 288
 GY2074  PID         -  GY2074
 GY2074  STATE/COUNTY-  KY/BREATHITT
 GY2074  USGS QUAD   -  HADDIX (1972)
 GY2074
 GY2074                         *CURRENT SURVEY CONTROL
 GY2074  ___________________________________________________________________
 GY2074* NAD 83(1986)-  37 27 56.     (N)    083 17 24.     (W)     SCALED    
 GY2074* NAVD 88     -       230.720  (meters)     756.95   (feet)  ADJUSTED  
 GY2074  ___________________________________________________________________
 GY2074  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GY2074  DYNAMIC HT  -         230.544 (meters)     756.38  (feet)  COMP
 GY2074  MODELED GRAV-     979,863.5   (mgal)                       NAVD 88
 GY2074
 GY2074  VERT ORDER  -  SECOND    CLASS 0
 GY2074
 GY2074.The horizontal coordinates were scaled from a topographic map and have
 GY2074.an estimated accuracy of +/- 6 seconds.
 GY2074
 GY2074.The orthometric height was determined by differential leveling
 GY2074.and adjusted by the National Geodetic Survey in June 1991..
 GY2074
 GY2074.The geoid height was determined by GEOID03.
 GY2074
 GY2074.The dynamic height is computed by dividing the NAVD 88
 GY2074.geopotential number by the normal gravity value computed on the
 GY2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2074.degrees latitude (g = 980.6199 gals.).
 GY2074
 GY2074.The modeled gravity was interpolated from observed gravity values.
 GY2074
 GY2074;                    North         East    Units  Estimated Accuracy
 GY2074;SPC KY1Z     - 1,128,530.    1,717,590.      MT  (+/- 180 meters Scaled)
 GY2074
 GY2074                          SUPERSEDED SURVEY CONTROL
 GY2074
 GY2074  NGVD 29 (??/??/92)  230.882  (m)          757.49   (f) ADJ UNCH    2 0
 GY2074
 GY2074.Superseded values are not recommended for survey control.
 GY2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2074.See file dsdata.txt to determine how the superseded data were derived.
 GY2074
 GY2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB974489(NAD 83)
 GY2074_MARKER: DB = BENCH MARK DISK
 GY2074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2074_SP_SET: CULVERT
 GY2074_STAMPING: B 288 1952 757.485
 GY2074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2074
 GY2074  HISTORY     - Date     Condition        Report By
 GY2074  HISTORY     - 1952     MONUMENTED       CGS
 GY2074  HISTORY     - 1956     GOOD             NGS
 GY2074  HISTORY     - 19960410 MARK NOT FOUND   KYDT
 GY2074
 GY2074                          STATION DESCRIPTION
 GY2074
 GY2074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2074'5.4 MI SE FROM HADDIX.
 GY2074'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 GY2074'OF STEEL BRIDGE WEST LEADING TO LOUISVILLE AND NASHVILLE RAILROAD
 GY2074'STATION AT HADDIX, ABOUT 0.35 MILE SOUTHEAST OF LACY DEATONS
 GY2074'STORE AND POST OFFICE AT CLAYHOLE, ABOUT 0.8 MILE NORTHWEST OF
 GY2074'CLAYHOLE BREATHERN CHURCH, IN THE TOP OF THE EAST END OF NORTH
 GY2074'HEAD WALL OF AN 18-FOOT CONCRETE CULVERT OVER RILEY BRANCH,
 GY2074'14 FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT
 GY2074'BELOW LEVEL OF HIGHWAY.
 GY2074
 GY2074                          STATION RECOVERY (1996)
 GY2074
 GY2074'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2098 ***********************************************************************
 GY2098  DESIGNATION -  B 289
 GY2098  PID         -  GY2098
 GY2098  STATE/COUNTY-  KY/PERRY
 GY2098  USGS QUAD   -  HAZARD NORTH (1992)
 GY2098
 GY2098                         *CURRENT SURVEY CONTROL
 GY2098  ___________________________________________________________________
 GY2098* NAD 83(1986)-  37 20 49.     (N)    083 08 03.     (W)     SCALED    
 GY2098* NAVD 88     -       273.002  (meters)     895.67   (feet)  ADJUSTED  
 GY2098  ___________________________________________________________________
 GY2098  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GY2098  DYNAMIC HT  -         272.787 (meters)     894.97  (feet)  COMP
 GY2098  MODELED GRAV-     979,835.1   (mgal)                       NAVD 88
 GY2098
 GY2098  VERT ORDER  -  SECOND    CLASS 0
 GY2098
 GY2098.The horizontal coordinates were scaled from a topographic map and have
 GY2098.an estimated accuracy of +/- 6 seconds.
 GY2098
 GY2098.The orthometric height was determined by differential leveling
 GY2098.and adjusted by the National Geodetic Survey in June 1991..
 GY2098
 GY2098.The geoid height was determined by GEOID03.
 GY2098
 GY2098.The dynamic height is computed by dividing the NAVD 88
 GY2098.geopotential number by the normal gravity value computed on the
 GY2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2098.degrees latitude (g = 980.6199 gals.).
 GY2098
 GY2098.The modeled gravity was interpolated from observed gravity values.
 GY2098
 GY2098;                    North         East    Units  Estimated Accuracy
 GY2098;SPC KY1Z     - 1,115,740.    1,731,740.      MT  (+/- 180 meters Scaled)
 GY2098
 GY2098                          SUPERSEDED SURVEY CONTROL
 GY2098
 GY2098  NGVD 29 (??/??/92)  273.168  (m)          896.22   (f) ADJ UNCH    2 0
 GY2098
 GY2098.Superseded values are not recommended for survey control.
 GY2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2098.See file dsdata.txt to determine how the superseded data were derived.
 GY2098
 GY2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB109354(NAD 83)
 GY2098_MARKER: DB = BENCH MARK DISK
 GY2098_SETTING: 66 = SET IN ROCK OUTCROP
 GY2098_SP_SET: ROCK LEDGE
 GY2098_STAMPING: B 289 1952 896.219
 GY2098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2098+STABILITY: POSITION/ELEVATION WELL
 GY2098
 GY2098  HISTORY     - Date     Condition        Report By
 GY2098  HISTORY     - 1952     MONUMENTED       CGS
 GY2098  HISTORY     - 1956     GOOD             NGS
 GY2098  HISTORY     - 19940610 MARK NOT FOUND   KYDT
 GY2098
 GY2098                          STATION DESCRIPTION
 GY2098
 GY2098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2098'3.3 MI SE FROM ARY.
 GY2098'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE BRIDGE OVER
 GY2098'BALL FORK AT ARY, ABOUT 1.35 MILES NORTHWEST OF JUNCTION OF STATE
 GY2098'HIGHWAY 15 AND 80 AT DWARF, 0.3 MILE WEST OF A BRIDGE OVER
 GY2098'TROUBLESOME CREEK, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING
 GY2098'EAST AND NORTH, SET IN THE TOP OF AND 1/2 FOOT NORTHEAST OF SOUTHWEST
 GY2098'EDGE OF A LOW ROCK LEDGE WHICH PROJECTS OUT OF DIRT BANK, 22 FEET
 GY2098'NORTH OF CENTER LINE OF HIGHWAY, NORTH AND ACROSS HIGHWAY FROM AN
 GY2098'OLD SHOP BUILDING, 1.6 FEET NORTH OF SOUTH CORNER OF LEDGE AND
 GY2098'ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 GY2098
 GY2098                          STATION RECOVERY (1994)
 GY2098
 GY2098'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY2098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1472 ***********************************************************************
 GA1472  DESIGNATION -  B 290
 GA1472  PID         -  GA1472
 GA1472  STATE/COUNTY-  KY/HARLAN
 GA1472  USGS QUAD   -  NOLANSBURG (1978)
 GA1472
 GA1472                         *CURRENT SURVEY CONTROL
 GA1472  ___________________________________________________________________
 GA1472* NAD 83(1986)-  36 54 39.     (N)    083 12 40.     (W)     SCALED    
 GA1472* NAVD 88     -       382.277  (meters)    1254.19   (feet)  ADJUSTED  
 GA1472  ___________________________________________________________________
 GA1472  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA1472  DYNAMIC HT  -         381.944 (meters)    1253.09  (feet)  COMP
 GA1472  MODELED GRAV-     979,748.0   (mgal)                       NAVD 88
 GA1472
 GA1472  VERT ORDER  -  SECOND    CLASS 0
 GA1472
 GA1472.The horizontal coordinates were scaled from a topographic map and have
 GA1472.an estimated accuracy of +/- 6 seconds.
 GA1472
 GA1472.The orthometric height was determined by differential leveling
 GA1472.and adjusted by the National Geodetic Survey in June 1991..
 GA1472
 GA1472.The geoid height was determined by GEOID03.
 GA1472
 GA1472.The dynamic height is computed by dividing the NAVD 88
 GA1472.geopotential number by the normal gravity value computed on the
 GA1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1472.degrees latitude (g = 980.6199 gals.).
 GA1472
 GA1472.The modeled gravity was interpolated from observed gravity values.
 GA1472
 GA1472;                    North         East    Units  Estimated Accuracy
 GA1472;SPC KY1Z     - 1,067,170.    1,726,240.      MT  (+/- 180 meters Scaled)
 GA1472
 GA1472                          SUPERSEDED SURVEY CONTROL
 GA1472
 GA1472  NGVD 29 (??/??/92)  382.414  (m)         1254.64   (f) ADJ UNCH    2 0
 GA1472
 GA1472.Superseded values are not recommended for survey control.
 GA1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1472.See file dsdata.txt to determine how the superseded data were derived.
 GA1472
 GA1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA030872(NAD 83)
 GA1472_MARKER: DB = BENCH MARK DISK
 GA1472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1472_SP_SET: CULVERT
 GA1472_STAMPING: B 290 1952 1254.637
 GA1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1472
 GA1472  HISTORY     - Date     Condition        Report By
 GA1472  HISTORY     - 1952     MONUMENTED       CGS
 GA1472  HISTORY     - 1956     GOOD             NGS
 GA1472
 GA1472                          STATION DESCRIPTION
 GA1472
 GA1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1472'0.9 MI E FROM PUTNEY.
 GA1472'ABOUT 0.9 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA1472'FROM THE POST OFFICE AT PUTNEY, AT A PRIVATE ROAD CROSSING,
 GA1472'IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A 4-FOOT
 GA1472'CONCRETE BOX CULVERT, 12 FEET SOUTH OF THE SOUTH RAIL, 12 FEET
 GA1472'EAST OF CENTER LINE OF PRIVATE ROAD, 1/2 FOOT EAST OF WEST
 GA1472'END OF HEAD WALL AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
 GA1472
 GA1472                          STATION RECOVERY (1956)
 GA1472
 GA1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1737 ***********************************************************************
 GA1737  DESIGNATION -  B 291
 GA1737  PID         -  GA1737
 GA1737  STATE/COUNTY-  KY/HARLAN
 GA1737  USGS QUAD   -  WALLINS CREEK (1974)
 GA1737
 GA1737                         *CURRENT SURVEY CONTROL
 GA1737  ___________________________________________________________________
 GA1737* NAD 83(1986)-  36 46 56.     (N)    083 23 54.     (W)     SCALED    
 GA1737* NAVD 88     -       398.643  (meters)    1307.88   (feet)  ADJUSTED  
 GA1737  ___________________________________________________________________
 GA1737  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA1737  DYNAMIC HT  -         398.293 (meters)    1306.73  (feet)  COMP
 GA1737  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 GA1737
 GA1737  VERT ORDER  -  SECOND    CLASS 0
 GA1737
 GA1737.The horizontal coordinates were scaled from a topographic map and have
 GA1737.an estimated accuracy of +/- 6 seconds.
 GA1737
 GA1737.The orthometric height was determined by differential leveling
 GA1737.and adjusted by the National Geodetic Survey in June 1991..
 GA1737
 GA1737.The geoid height was determined by GEOID03.
 GA1737
 GA1737.The dynamic height is computed by dividing the NAVD 88
 GA1737.geopotential number by the normal gravity value computed on the
 GA1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1737.degrees latitude (g = 980.6199 gals.).
 GA1737
 GA1737.The modeled gravity was interpolated from observed gravity values.
 GA1737
 GA1737;                    North         East    Units  Estimated Accuracy
 GA1737;SPC KY1Z     - 1,052,470.    1,709,920.      MT  (+/- 180 meters Scaled)
 GA1737
 GA1737                          SUPERSEDED SURVEY CONTROL
 GA1737
 GA1737  NGVD 29 (??/??/92)  398.783  (m)         1308.34   (f) ADJ UNCH    2 0
 GA1737
 GA1737.Superseded values are not recommended for survey control.
 GA1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1737.See file dsdata.txt to determine how the superseded data were derived.
 GA1737
 GA1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA859733(NAD 83)
 GA1737_MARKER: DB = BENCH MARK DISK
 GA1737_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1737_SP_SET: ABUTMENT
 GA1737_STAMPING: B 291 1952 1308.341
 GA1737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1737
 GA1737  HISTORY     - Date     Condition        Report By
 GA1737  HISTORY     - 1952     MONUMENTED       CGS
 GA1737  HISTORY     - 1957     POOR             NGS
 GA1737
 GA1737                          STATION DESCRIPTION
 GA1737
 GA1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1737'3.4 MI SE FROM WALLINS.
 GA1737'ABOUT 3.35 MILES SOUTHEAST ALONG A SPUR OF THE LOUISVILLE AND
 GA1737'NASHVILLE RAILROAD FROM THE STATION AT WALLINS, ABOUT 1.0 MILE
 GA1737'NORTHWEST OF POST OFFICE AT TWILA, ABOUT 0.2 MILE NORTHWEST OF
 GA1737'MILE POST 236, ABOUT 4 RAILS NORTHWEST OF THE SOUTHEAST ONE OF
 GA1737'TWO CROSSINGS OF STATE HIGHWAY 219, IN THE TOP OF THE SOUTHWEST
 GA1737'END OF THE NORTHWEST ABUTMENT OF RAILROAD BRIDGE NO. M 235-8
 GA1737'OVER WALLINS CREEK, 7 FEET SOUTHWEST OF SOUTHWEST RAIL, 1 1/2
 GA1737'FEET NORTHEAST OF SOUTHWEST END OF ABUTMENT AND ABOUT 5 FEET
 GA1737'BELOW LEVEL OF TRACK.
 GA1737
 GA1737                          STATION RECOVERY (1957)
 GA1737
 GA1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1737'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3213 ***********************************************************************
 GA3213  DESIGNATION -  B 292
 GA3213  PID         -  GA3213
 GA3213  STATE/COUNTY-  KY/LETCHER
 GA3213  USGS QUAD   -  LOUELLEN (1982)
 GA3213
 GA3213                         *CURRENT SURVEY CONTROL
 GA3213  ___________________________________________________________________
 GA3213* NAD 83(1986)-  36 59 59.     (N)    083 00 38.     (W)     SCALED    
 GA3213* NAVD 88     -       387.245  (meters)    1270.49   (feet)  ADJUSTED  
 GA3213  ___________________________________________________________________
 GA3213  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA3213  DYNAMIC HT  -         386.913 (meters)    1269.40  (feet)  COMP
 GA3213  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 GA3213
 GA3213  VERT ORDER  -  SECOND    CLASS 0
 GA3213
 GA3213.The horizontal coordinates were scaled from a topographic map and have
 GA3213.an estimated accuracy of +/- 6 seconds.
 GA3213
 GA3213.The orthometric height was determined by differential leveling
 GA3213.and adjusted by the National Geodetic Survey in June 1991..
 GA3213
 GA3213.The geoid height was determined by GEOID03.
 GA3213
 GA3213.The dynamic height is computed by dividing the NAVD 88
 GA3213.geopotential number by the normal gravity value computed on the
 GA3213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3213.degrees latitude (g = 980.6199 gals.).
 GA3213
 GA3213.The modeled gravity was interpolated from observed gravity values.
 GA3213
 GA3213;                    North         East    Units  Estimated Accuracy
 GA3213;SPC KY1Z     - 1,077,540.    1,743,810.      MT  (+/- 180 meters Scaled)
 GA3213
 GA3213                          SUPERSEDED SURVEY CONTROL
 GA3213
 GA3213  NGVD 29 (??/??/92)  387.38   (m)         1270.9    (f) COMPUTED    2 0
 GA3213
 GA3213.Superseded values are not recommended for survey control.
 GA3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3213.See file dsdata.txt to determine how the superseded data were derived.
 GA3213
 GA3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA210967(NAD 83)
 GA3213_MARKER: DB = BENCH MARK DISK
 GA3213_SETTING: 66 = SET IN ROCK OUTCROP
 GA3213_SP_SET: ROCK OUTCROP
 GA3213_STAMPING: B 292 1952 1270.913
 GA3213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3213+STABILITY: POSITION/ELEVATION WELL
 GA3213
 GA3213  HISTORY     - Date     Condition        Report By
 GA3213  HISTORY     - 1952     MONUMENTED       CGS
 GA3213  HISTORY     - 1956     GOOD             NGS
 GA3213
 GA3213                          STATION DESCRIPTION
 GA3213
 GA3213'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA3213'0.9 MI NE FROM GORDON.
 GA3213'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 160 FROM THE
 GA3213'JUNCTION OF STATE HIGHWAY 463 AND POST OFFICE AT GORDON, ALONG A
 GA3213'NORTHEAST-SOUTHWEST TANGENT IN ROAD, IN THE TOP OF AN OUTCROP
 GA3213'OF ROCK THAT IS PART OF A BLUFF NORTHWEST OF HIGHWAY, 18 FEET
 GA3213'NORTHWEST OF CENTER LINE OF HIGHWAY, 40 FEET SOUTH OF SOUTH CORNER
 GA3213'OF AN OVERHANGING ROCK ON SIDE OF BLUFF AND ABOUT 4 FEET ABOVE
 GA3213'LEVEL OF ROAD.
 GA3213
 GA3213                          STATION RECOVERY (1956)
 GA3213
 GA3213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA3213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0905 ***********************************************************************
 HY0905  DESIGNATION -  B 293
 HY0905  PID         -  HY0905
 HY0905  STATE/COUNTY-  KY/LAWRENCE
 HY0905  USGS QUAD   -  MAZIE (1978)
 HY0905
 HY0905                         *CURRENT SURVEY CONTROL
 HY0905  ___________________________________________________________________
 HY0905* NAD 83(1986)-  38 01 06.     (N)    082 54 00.     (W)     SCALED    
 HY0905* NAVD 88     -       205.143  (meters)     673.04   (feet)  ADJUSTED  
 HY0905  ___________________________________________________________________
 HY0905  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HY0905  DYNAMIC HT  -         204.995 (meters)     672.55  (feet)  COMP
 HY0905  MODELED GRAV-     979,904.2   (mgal)                       NAVD 88
 HY0905
 HY0905  VERT ORDER  -  SECOND    CLASS 0
 HY0905
 HY0905.The horizontal coordinates were scaled from a topographic map and have
 HY0905.an estimated accuracy of +/- 6 seconds.
 HY0905
 HY0905.The orthometric height was determined by differential leveling
 HY0905.and adjusted by the National Geodetic Survey in June 1991..
 HY0905
 HY0905.The geoid height was determined by GEOID03.
 HY0905
 HY0905.The dynamic height is computed by dividing the NAVD 88
 HY0905.geopotential number by the normal gravity value computed on the
 HY0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0905.degrees latitude (g = 980.6199 gals.).
 HY0905
 HY0905.The modeled gravity was interpolated from observed gravity values.
 HY0905
 HY0905;                    North         East    Units  Estimated Accuracy
 HY0905;SPC KY1Z     - 1,190,830.    1,750,200.      MT  (+/- 180 meters Scaled)
 HY0905
 HY0905                          SUPERSEDED SURVEY CONTROL
 HY0905
 HY0905  NGVD 29 (??/??/92)  205.341  (m)          673.69   (f) ADJ UNCH    2 0
 HY0905
 HY0905.Superseded values are not recommended for survey control.
 HY0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0905.See file dsdata.txt to determine how the superseded data were derived.
 HY0905
 HY0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC332095(NAD 83)
 HY0905_MARKER: DB = BENCH MARK DISK
 HY0905_SETTING: 0 = UNSPECIFIED SETTING
 HY0905_STAMPING: B 293 1952 673.690
 HY0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0905
 HY0905  HISTORY     - Date     Condition        Report By
 HY0905  HISTORY     - 1952     MONUMENTED       CGS
 HY0905  HISTORY     - 1955     GOOD             NGS
 HY0905
 HY0905                          STATION DESCRIPTION
 HY0905
 HY0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0905'3.6 MI W FROM BLAINE.
 HY0905'3.6 MILES WEST ALONG STATE HIGHWAY 32 FROM THE BANK AT BLAINE,
 HY0905'0.2 MILE WEST OF A PUMPING STATION OF THE ASHLAND OIL AND
 HY0905'REFINING CO., AND STORAGE TANKS, 47.0 FEET WEST OF THE CENTER
 HY0905'OF A 5-INCH PIPE ANCHOR AT NORTHWEST CORNER OF A SWINGING CAR
 HY0905'BRIDGE OVER BLAINE CREEK, 40.5 FEET SOUTHWEST OF THE EXTENDED
 HY0905'CENTER LINE OF THE BRIDGE, 18 FEET NORTHWEST OF THE CENTER LINE
 HY0905'OF HIGHWAY, 2 FEET ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0432 ***********************************************************************
 GY0432  DESIGNATION -  B 294
 GY0432  PID         -  GY0432
 GY0432  STATE/COUNTY-  KY/PIKE
 GY0432  USGS QUAD   -  META (1992)
 GY0432
 GY0432                         *CURRENT SURVEY CONTROL
 GY0432  ___________________________________________________________________
 GY0432* NAD 83(1986)-  37 34 45.     (N)    082 29 11.     (W)     SCALED    
 GY0432* NAVD 88     -       221.164  (meters)     725.60   (feet)  ADJUSTED  
 GY0432  ___________________________________________________________________
 GY0432  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GY0432  DYNAMIC HT  -         220.998 (meters)     725.06  (feet)  COMP
 GY0432  MODELED GRAV-     979,874.5   (mgal)                       NAVD 88
 GY0432
 GY0432  VERT ORDER  -  SECOND    CLASS 0
 GY0432
 GY0432.The horizontal coordinates were scaled from a topographic map and have
 GY0432.an estimated accuracy of +/- 6 seconds.
 GY0432
 GY0432.The orthometric height was determined by differential leveling
 GY0432.and adjusted by the National Geodetic Survey in June 1991..
 GY0432
 GY0432.The geoid height was determined by GEOID03.
 GY0432
 GY0432.The dynamic height is computed by dividing the NAVD 88
 GY0432.geopotential number by the normal gravity value computed on the
 GY0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0432.degrees latitude (g = 980.6199 gals.).
 GY0432
 GY0432.The modeled gravity was interpolated from observed gravity values.
 GY0432
 GY0432;                    North         East    Units  Estimated Accuracy
 GY0432;SPC KY1Z     - 1,143,310.    1,788,200.      MT  (+/- 180 meters Scaled)
 GY0432
 GY0432                          SUPERSEDED SURVEY CONTROL
 GY0432
 GY0432  NGVD 29 (??/??/92)  221.367  (m)          726.27   (f) ADJ UNCH    2 0
 GY0432
 GY0432.Superseded values are not recommended for survey control.
 GY0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0432.See file dsdata.txt to determine how the superseded data were derived.
 GY0432
 GY0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB687601(NAD 83)
 GY0432_MARKER: DB = BENCH MARK DISK
 GY0432_SETTING: 66 = SET IN ROCK OUTCROP
 GY0432_SP_SET: ROCK CUT
 GY0432_STAMPING: B 294 1952 726.268
 GY0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0432+STABILITY: POSITION/ELEVATION WELL
 GY0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0432+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 GY0432
 GY0432  HISTORY     - Date     Condition        Report By
 GY0432  HISTORY     - 1952     MONUMENTED       CGS
 GY0432  HISTORY     - 1956     GOOD             NGS
 GY0432  HISTORY     - 20010626 GOOD             KYDT
 GY0432
 GY0432                          STATION DESCRIPTION
 GY0432
 GY0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0432'0.6 MI S FROM JOHNS CREEK.
 GY0432'0.55 MILE SOUTH ALONG STATE HIGHWAY 304 FROM THE HIGH SCHOOL AT
 GY0432'JOHNS CREEK, NEAR THE CENTER OF A LONG HIGH ROCK CUT, 133 YARDS
 GY0432'SOUTH OF A PIPE CULVERT WITH STONE HEAD WALL, 38 FEET NORTH OF A
 GY0432'PIPE CULVERT WITH STONE HEAD WALL, 21 FEET EAST OF THE CENTER
 GY0432'OF HIGHWAY, SET VERTICALLY IN WEST FACE OF CUT, ABOUT 2 FEET
 GY0432'ABOVE LEVEL OF HIGHWAY.
 GY0432
 GY0432                          STATION RECOVERY (2001)
 GY0432
 GY0432'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0432'STATE HIGHWAY 304 NOW KY 194.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1368 ***********************************************************************
 GY1368  DESIGNATION -  B 295
 GY1368  PID         -  GY1368
 GY1368  STATE/COUNTY-  KY/PIKE
 GY1368  USGS QUAD   -  BROAD BOTTOM (1992)
 GY1368
 GY1368                         *CURRENT SURVEY CONTROL
 GY1368  ___________________________________________________________________
 GY1368* NAD 83(1986)-  37 31 15.     (N)    082 34 26.     (W)     SCALED    
 GY1368* NAVD 88     -       206.053  (meters)     676.03   (feet)  ADJUSTED  
 GY1368  ___________________________________________________________________
 GY1368  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GY1368  DYNAMIC HT  -         205.897 (meters)     675.51  (feet)  COMP
 GY1368  MODELED GRAV-     979,867.0   (mgal)                       NAVD 88
 GY1368
 GY1368  VERT ORDER  -  SECOND    CLASS 0
 GY1368
 GY1368.The horizontal coordinates were scaled from a topographic map and have
 GY1368.an estimated accuracy of +/- 6 seconds.
 GY1368
 GY1368.The orthometric height was determined by differential leveling
 GY1368.and adjusted by the National Geodetic Survey in June 1991..
 GY1368
 GY1368.The geoid height was determined by GEOID03.
 GY1368
 GY1368.The dynamic height is computed by dividing the NAVD 88
 GY1368.geopotential number by the normal gravity value computed on the
 GY1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1368.degrees latitude (g = 980.6199 gals.).
 GY1368
 GY1368.The modeled gravity was interpolated from observed gravity values.
 GY1368
 GY1368;                    North         East    Units  Estimated Accuracy
 GY1368;SPC KY1Z     - 1,136,570.    1,780,700.      MT  (+/- 180 meters Scaled)
 GY1368
 GY1368                          SUPERSEDED SURVEY CONTROL
 GY1368
 GY1368  NGVD 29 (??/??/92)  206.254  (m)          676.68   (f) ADJ UNCH    2 0
 GY1368
 GY1368.Superseded values are not recommended for survey control.
 GY1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1368.See file dsdata.txt to determine how the superseded data were derived.
 GY1368
 GY1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB609538(NAD 83)
 GY1368_MARKER: DB = BENCH MARK DISK
 GY1368_SETTING: 66 = SET IN ROCK OUTCROP
 GY1368_SP_SET: ROCK CUT
 GY1368_STAMPING: B 295 1952 676.685
 GY1368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1368+STABILITY: POSITION/ELEVATION WELL
 GY1368
 GY1368  HISTORY     - Date     Condition        Report By
 GY1368  HISTORY     - 1952     MONUMENTED       CGS
 GY1368  HISTORY     - 1956     GOOD             NGS
 GY1368
 GY1368                          STATION DESCRIPTION
 GY1368
 GY1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1368'0.7 MI SE FROM WAGNER.
 GY1368'0.7 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILROAD
 GY1368'FROM THE STATION SIGN AT WAGNER, 6.4 MILES NORTHWEST OF THE
 GY1368'STATION AT PIKEVILLE, 14.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 GY1368'OF MAIN TRACK, SET VERTICALLY ON THE NORTHEAST FACE OF AN 8-FOOT
 GY1368'HIGH ROCK CUT, ABOUT 3 FEET ABOVE THE GROUND AND 1 FOOT ABOVE
 GY1368'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0175 ***********************************************************************
 GY0175  DESIGNATION -  B 296
 GY0175  PID         -  GY0175
 GY0175  STATE/COUNTY-  KY/PIKE
 GY0175  USGS QUAD   -  BELFRY (1992)
 GY0175
 GY0175                         *CURRENT SURVEY CONTROL
 GY0175  ___________________________________________________________________
 GY0175* NAD 83(1986)-  37 37 00.     (N)    082 20 51.     (W)     SCALED    
 GY0175* NAVD 88     -       234.954  (meters)     770.84   (feet)  ADJUSTED  
 GY0175  ___________________________________________________________________
 GY0175  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GY0175  DYNAMIC HT  -         234.778 (meters)     770.27  (feet)  COMP
 GY0175  MODELED GRAV-     979,875.0   (mgal)                       NAVD 88
 GY0175
 GY0175  VERT ORDER  -  SECOND    CLASS 0
 GY0175
 GY0175.The horizontal coordinates were scaled from a topographic map and have
 GY0175.an estimated accuracy of +/- 6 seconds.
 GY0175
 GY0175.The orthometric height was determined by differential leveling
 GY0175.and adjusted by the National Geodetic Survey in June 1991..
 GY0175
 GY0175.The geoid height was determined by GEOID03.
 GY0175
 GY0175.The dynamic height is computed by dividing the NAVD 88
 GY0175.geopotential number by the normal gravity value computed on the
 GY0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0175.degrees latitude (g = 980.6199 gals.).
 GY0175
 GY0175.The modeled gravity was interpolated from observed gravity values.
 GY0175
 GY0175;                    North         East    Units  Estimated Accuracy
 GY0175;SPC KY1Z     - 1,147,900.    1,800,310.      MT  (+/- 180 meters Scaled)
 GY0175
 GY0175                          SUPERSEDED SURVEY CONTROL
 GY0175
 GY0175  NGVD 29 (??/??/92)  235.178  (m)          771.58   (f) ADJ UNCH    2 0
 GY0175
 GY0175.Superseded values are not recommended for survey control.
 GY0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0175.See file dsdata.txt to determine how the superseded data were derived.
 GY0175
 GY0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB810641(NAD 83)
 GY0175_MARKER: DB = BENCH MARK DISK
 GY0175_SETTING: 66 = SET IN ROCK OUTCROP
 GY0175_SP_SET: ROCK CUT
 GY0175_STAMPING: B 296 1952 771.580
 GY0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0175+STABILITY: POSITION/ELEVATION WELL
 GY0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0175+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 GY0175
 GY0175  HISTORY     - Date     Condition        Report By
 GY0175  HISTORY     - 1952     MONUMENTED       CGS
 GY0175  HISTORY     - 1956     GOOD             NGS
 GY0175  HISTORY     - 1981     GOOD             NGS
 GY0175  HISTORY     - 20010626 GOOD             KYDT
 GY0175
 GY0175                          STATION DESCRIPTION
 GY0175
 GY0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0175'0.5 MI SE FROM SIDNEY.
 GY0175'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 119 FROM BEVINS SCHOOL AT
 GY0175'SIDNEY, 55 YARDS EAST OF A CURVE WITH TANGENTS EXTENDING EAST
 GY0175'AND NORTHWEST, BETWEEN TELEPHONE POLES NO. 401 AND 402, 43 YARDS
 GY0175'WEST OF NORTH END OF A 24-INCH PIPE CULVERT, 21 FEET NORTH OF
 GY0175'CENTER LINE OF HIGHWAY, SET VERTICALLY IN THE SOUTH FACE OF A
 GY0175'4 1/2-FOOT ROCK CUT, ABOUT 3 FEET ABOVE THE BOTTOM OF DITCH AND
 GY0175'2 FEET ABOVE THE LEVEL OF HIGHWAY.
 GY0175
 GY0175                          STATION RECOVERY (1981)
 GY0175
 GY0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GY0175'RECOVERED IN GOOD CONDITION.
 GY0175
 GY0175                          STATION RECOVERY (2001)
 GY0175
 GY0175'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0713 ***********************************************************************
 GY0713  DESIGNATION -  B 297
 GY0713  PID         -  GY0713
 GY0713  STATE/COUNTY-  KY/PIKE
 GY0713  USGS QUAD   -  MILLARD (1978)
 GY0713
 GY0713                         *CURRENT SURVEY CONTROL
 GY0713  ___________________________________________________________________
 GY0713* NAD 83(1986)-  37 24 34.     (N)    082 25 56.     (W)     SCALED    
 GY0713* NAVD 88     -       212.813  (meters)     698.20   (feet)  ADJUSTED  
 GY0713  ___________________________________________________________________
 GY0713  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GY0713  DYNAMIC HT  -         212.648 (meters)     697.66  (feet)  COMP
 GY0713  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 GY0713
 GY0713  VERT ORDER  -  SECOND    CLASS 0
 GY0713
 GY0713.The horizontal coordinates were scaled from a topographic map and have
 GY0713.an estimated accuracy of +/- 6 seconds.
 GY0713
 GY0713.The orthometric height was determined by differential leveling
 GY0713.and adjusted by the National Geodetic Survey in June 1991..
 GY0713
 GY0713.The geoid height was determined by GEOID03.
 GY0713
 GY0713.The dynamic height is computed by dividing the NAVD 88
 GY0713.geopotential number by the normal gravity value computed on the
 GY0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0713.degrees latitude (g = 980.6199 gals.).
 GY0713
 GY0713.The modeled gravity was interpolated from observed gravity values.
 GY0713
 GY0713;                    North         East    Units  Estimated Accuracy
 GY0713;SPC KY1Z     - 1,124,650.    1,793,650.      MT  (+/- 180 meters Scaled)
 GY0713
 GY0713                          SUPERSEDED SURVEY CONTROL
 GY0713
 GY0713  NGVD 29 (??/??/92)  213.015  (m)          698.87   (f) ADJ UNCH    2 0
 GY0713
 GY0713.Superseded values are not recommended for survey control.
 GY0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0713.See file dsdata.txt to determine how the superseded data were derived.
 GY0713
 GY0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB732412(NAD 83)
 GY0713_MARKER: DB = BENCH MARK DISK
 GY0713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0713_SP_SET: CULVERT
 GY0713_STAMPING: B 297 1952 698.867
 GY0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0713
 GY0713  HISTORY     - Date     Condition        Report By
 GY0713  HISTORY     - 1952     MONUMENTED       CGS
 GY0713  HISTORY     - 1956     GOOD             NGS
 GY0713  HISTORY     - 20020724 MARK NOT FOUND   KYDT
 GY0713
 GY0713                          STATION DESCRIPTION
 GY0713
 GY0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0713'0.5 MI NE FROM MILLARD.
 GY0713'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 460 FROM THE NORTH END OF
 GY0713'HIGHWAY 80 BRIDGE OVER LEVISA FORK OF BIG SANDY RIVER AND
 GY0713'JUNCTION OF STATE HIGHWAY 80 AT MILLARD, SET IN THE TOP OF THE
 GY0713'EAST END OF NORTH HEAD WALL OF A CONCRETE ARCH BOX CHESAPEAKE
 GY0713'AND OHIO RAILROAD CULVERT FOR SLOAN BRANCH, 0.1 MILE WEST OF MILE
 GY0713'POST 1, ACROSS TRACK FROM TELEPHONE POLE NO. 21 SOUTH OF TRACK,
 GY0713'0.15 MILE EAST OF SLOAN FORK STATION SIGN AND ABOUT 9 FEET BELOW
 GY0713'LEVEL OF TRACK, 24 FEET NORTH OF NORTH RAIL AND 63 FEET SOUTHWEST
 GY0713'OF CENTER LINE OF HIGHWAY.
 GY0713
 GY0713                          STATION RECOVERY (2002)
 GY0713
 GY0713'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0713'MARK, IF HERE, WOULD BE UNDER CONCRETE CAP THAT HAS BEEN PLACED ATOP
 GY0713'ORIGINAL HEADWALL IN PREVIOUS YEARS, NO SIGN OF RESET, CONSIDER
 GY0713'DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0501 ***********************************************************************
 GY0501  DESIGNATION -  B 298
 GY0501  PID         -  GY0501
 GY0501  STATE/COUNTY-  KY/PIKE
 GY0501  USGS QUAD   -  BELFRY (1992)
 GY0501
 GY0501                         *CURRENT SURVEY CONTROL
 GY0501  ___________________________________________________________________
 GY0501* NAD 83(1986)-  37 30 58.     (N)    082 21 40.     (W)     SCALED    
 GY0501* NAVD 88     -       261.020  (meters)     856.36   (feet)  ADJUSTED  
 GY0501  ___________________________________________________________________
 GY0501  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GY0501  DYNAMIC HT  -         260.818 (meters)     855.70  (feet)  COMP
 GY0501  MODELED GRAV-     979,848.2   (mgal)                       NAVD 88
 GY0501
 GY0501  VERT ORDER  -  SECOND    CLASS 0
 GY0501
 GY0501.The horizontal coordinates were scaled from a topographic map and have
 GY0501.an estimated accuracy of +/- 6 seconds.
 GY0501
 GY0501.The orthometric height was determined by differential leveling
 GY0501.and adjusted by the National Geodetic Survey in June 1991..
 GY0501
 GY0501.The geoid height was determined by GEOID03.
 GY0501
 GY0501.The dynamic height is computed by dividing the NAVD 88
 GY0501.geopotential number by the normal gravity value computed on the
 GY0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0501.degrees latitude (g = 980.6199 gals.).
 GY0501
 GY0501.The modeled gravity was interpolated from observed gravity values.
 GY0501
 GY0501;                    North         East    Units  Estimated Accuracy
 GY0501;SPC KY1Z     - 1,136,710.    1,799,510.      MT  (+/- 180 meters Scaled)
 GY0501
 GY0501                          SUPERSEDED SURVEY CONTROL
 GY0501
 GY0501  NGVD 29 (??/??/92)  261.223  (m)          857.03   (f) ADJ UNCH    2 0
 GY0501
 GY0501.Superseded values are not recommended for survey control.
 GY0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0501.See file dsdata.txt to determine how the superseded data were derived.
 GY0501
 GY0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB797529(NAD 83)
 GY0501_MARKER: DB = BENCH MARK DISK
 GY0501_SETTING: 66 = SET IN ROCK OUTCROP
 GY0501_SP_SET: ROCK OUTCROP
 GY0501_STAMPING: B 298 1952
 GY0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0501+STABILITY: POSITION/ELEVATION WELL
 GY0501
 GY0501  HISTORY     - Date     Condition        Report By
 GY0501  HISTORY     - 1952     MONUMENTED       CGS
 GY0501  HISTORY     - 1956     SEE DESCRIPTION  NGS
 GY0501
 GY0501                          STATION DESCRIPTION
 GY0501
 GY0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY0501'1.4 MI NW FROM KIMPER.
 GY0501'ABOUT 1.45 MILES NORTHWEST ALONG A ROUGH ROAD FOLLOWING JOHNS
 GY0501'CREEK FROM HURRICANE SCHOOL AT KIMPER, SET IN THE TOP OF A
 GY0501'SMALL SHELF ON SOUTHEAST SIDE AND LOWER END OF A LARGE OUTCROP
 GY0501'WHICH PARTLY EXTENDS UNDER ROAD, 29 FEET SOUTHEAST OF CENTER
 GY0501'LINE OF ROAD, 117 FEET NORTHEAST AND ACROSS ROAD FROM NORTHEAST
 GY0501'END OF A CONCRETE RETAINING WALL AROUND YARD OF A FARM HOUSE,
 GY0501'69 FEET NORTHEAST OF CROSSING OF A POWER LINE, ABOUT 4 FEET
 GY0501'BELOW THE HIGHEST POINT OF OUTCROP AND ABOUT LEVEL WITH ROAD.
 GY0501'IT WAS REPORTED IN MAY 1956 THAT THIS MARK IS NOW UNDER A
 GY0501'HIGHWAY FILL AND NOT ACCESSIBLE.
 GY0501
 GY0501                          STATION RECOVERY (1956)
 GY0501
 GY0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY0501'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0703 ***********************************************************************
 GY0703  DESIGNATION -  B 299
 GY0703  PID         -  GY0703
 GY0703  STATE/COUNTY-  KY/PIKE
 GY0703  USGS QUAD   -  LICK CREEK (1978)
 GY0703
 GY0703                         *CURRENT SURVEY CONTROL
 GY0703  ___________________________________________________________________
 GY0703* NAD 83(1986)-  37 28 16.     (N)    082 16 29.     (W)     SCALED    
 GY0703* NAVD 88     -       366.123  (meters)    1201.19   (feet)  ADJUSTED  
 GY0703  ___________________________________________________________________
 GY0703  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GY0703  DYNAMIC HT  -         365.837 (meters)    1200.25  (feet)  COMP
 GY0703  MODELED GRAV-     979,840.7   (mgal)                       NAVD 88
 GY0703
 GY0703  VERT ORDER  -  SECOND    CLASS 0
 GY0703
 GY0703.The horizontal coordinates were scaled from a topographic map and have
 GY0703.an estimated accuracy of +/- 6 seconds.
 GY0703
 GY0703.The orthometric height was determined by differential leveling
 GY0703.and adjusted by the National Geodetic Survey in June 1991..
 GY0703
 GY0703.The geoid height was determined by GEOID03.
 GY0703
 GY0703.The dynamic height is computed by dividing the NAVD 88
 GY0703.geopotential number by the normal gravity value computed on the
 GY0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0703.degrees latitude (g = 980.6199 gals.).
 GY0703
 GY0703.The modeled gravity was interpolated from observed gravity values.
 GY0703
 GY0703;                    North         East    Units  Estimated Accuracy
 GY0703;SPC KY1Z     - 1,132,000.    1,807,330.      MT  (+/- 180 meters Scaled)
 GY0703
 GY0703                          SUPERSEDED SURVEY CONTROL
 GY0703
 GY0703  NGVD 29 (??/??/92)  366.324  (m)         1201.85   (f) ADJ UNCH    2 0
 GY0703
 GY0703.Superseded values are not recommended for survey control.
 GY0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0703.See file dsdata.txt to determine how the superseded data were derived.
 GY0703
 GY0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB872478(NAD 83)
 GY0703_MARKER: DB = BENCH MARK DISK
 GY0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0703_SP_SET: CULVERT
 GY0703_STAMPING: B 299 1952 1201.848
 GY0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0703
 GY0703  HISTORY     - Date     Condition        Report By
 GY0703  HISTORY     - 1952     MONUMENTED       CGS
 GY0703  HISTORY     - 1956     POOR             NGS
 GY0703  HISTORY     - 20030415 POOR             KYDT
 GY0703
 GY0703                          STATION DESCRIPTION
 GY0703
 GY0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0703'6.2 MI NW FROM DUNLAP.
 GY0703'6.2 MILES NORTH AND NORTHWEST ALONG A GRAVEL AND DIRT ROAD FROM
 GY0703'THE POST OFFICE AND JUNCTION OF STATE HIGHWAY 194 AT DUNLAP,
 GY0703'0.75 MILE NORTHWEST OF LONG FORK BAPTIST CHURCH, SET IN THE TOP
 GY0703'OF EAST END OF NORTH HEAD WALL OF A 9-FOOT CULVERT FOR A SMALL
 GY0703'CREEK, 9 FEET NORTH OF CENTER OF ROAD, 1 FOOT EAST OF WEST END
 GY0703'OF HEAD WALL, 19 FEET SOUTHWEST OF POWER POLE NO. 30-43 AND ABOUT
 GY0703'1 FOOT ABOVE LEVEL OF ROAD.
 GY0703
 GY0703                          STATION RECOVERY (2003)
 GY0703
 GY0703'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GY0703'MARK FOUND MUTILATED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1288 ***********************************************************************
 GB1288  DESIGNATION -  B 3
 GB1288  PID         -  GB1288
 GB1288  STATE/COUNTY-  KY/PULASKI
 GB1288  USGS QUAD   -  MILL SPRINGS (1978)
 GB1288
 GB1288                         *CURRENT SURVEY CONTROL
 GB1288  ___________________________________________________________________
 GB1288* NAD 83(1986)-  36 59 27.     (N)    084 45 09.     (W)     SCALED    
 GB1288* NAVD 88     -       280.679  (meters)     920.86   (feet)  ADJUSTED  
 GB1288  ___________________________________________________________________
 GB1288  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GB1288  DYNAMIC HT  -         280.454 (meters)     920.12  (feet)  COMP
 GB1288  MODELED GRAV-     979,824.1   (mgal)                       NAVD 88
 GB1288
 GB1288  VERT ORDER  -  SECOND    CLASS 0
 GB1288
 GB1288.The horizontal coordinates were scaled from a topographic map and have
 GB1288.an estimated accuracy of +/- 6 seconds.
 GB1288
 GB1288.The orthometric height was determined by differential leveling
 GB1288.and adjusted by the National Geodetic Survey in June 1991..
 GB1288
 GB1288.The geoid height was determined by GEOID03.
 GB1288
 GB1288.The dynamic height is computed by dividing the NAVD 88
 GB1288.geopotential number by the normal gravity value computed on the
 GB1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1288.degrees latitude (g = 980.6199 gals.).
 GB1288
 GB1288.The modeled gravity was interpolated from observed gravity values.
 GB1288
 GB1288;                    North         East    Units  Estimated Accuracy
 GB1288;SPC KY1Z     - 1,073,450.    1,588,800.      MT  (+/- 180 meters Scaled)
 GB1288
 GB1288                          SUPERSEDED SURVEY CONTROL
 GB1288
 GB1288  NGVD 29 (??/??/92)  280.830  (m)          921.36   (f) ADJ UNCH    2 0
 GB1288
 GB1288.Superseded values are not recommended for survey control.
 GB1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1288.See file dsdata.txt to determine how the superseded data were derived.
 GB1288
 GB1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF000962(NAD 83)
 GB1288_MARKER: DD = SURVEY DISK
 GB1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1288_STAMPING: B 3 1928 921.356
 GB1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1288+STABILITY: SURFACE MOTION
 GB1288
 GB1288  HISTORY     - Date     Condition        Report By
 GB1288  HISTORY     - 1928     MONUMENTED       USGS
 GB1288  HISTORY     - 1951     GOOD             NGS
 GB1288  HISTORY     - 1958     POOR             USGS
 GB1288
 GB1288                          STATION DESCRIPTION
 GB1288
 GB1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1288'AT TRIMBLE.
 GB1288'AT TRIMBLE, ABOUT 310 FEET SOUTH AND ACROSS STATE HIGHWAY 235
 GB1288'FROM THE POST OFFICE AND STORE, IN THE SOUTH CORNER OF A POULTRY
 GB1288'YARD, 101 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE RESIDENCE
 GB1288'OF I. HART, ABOUT 150 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY
 GB1288'AT CENTER OF JUNCTION OF A ROAD WEST, 18 1/2 FEET SOUTHWEST
 GB1288'OF A 12-INCH APPLE TREE, 4 FEET NORTH OF A FENCE CORNER, 2 FEET
 GB1288'NORTH OF A 3-INCH PEACH TREE, 1 1/2 FEET EAST OF A WHITE WOODEN
 GB1288'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 GB1288'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 GB1288
 GB1288                          STATION RECOVERY (1958)
 GB1288
 GB1288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 GB1288'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1475 ***********************************************************************
 GY1475  DESIGNATION -  B 300
 GY1475  PID         -  GY1475
 GY1475  STATE/COUNTY-  KY/MAGOFFIN
 GY1475  USGS QUAD   -  DAVID (1992)
 GY1475
 GY1475                         *CURRENT SURVEY CONTROL
 GY1475  ___________________________________________________________________
 GY1475* NAD 83(1986)-  37 32 52.     (N)    082 55 34.     (W)     SCALED    
 GY1475* NAVD 88     -       301.259  (meters)     988.38   (feet)  ADJUSTED  
 GY1475  ___________________________________________________________________
 GY1475  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GY1475  DYNAMIC HT  -         301.023 (meters)     987.61  (feet)  COMP
 GY1475  MODELED GRAV-     979,840.1   (mgal)                       NAVD 88
 GY1475
 GY1475  VERT ORDER  -  SECOND    CLASS 0
 GY1475
 GY1475.The horizontal coordinates were scaled from a topographic map and have
 GY1475.an estimated accuracy of +/- 6 seconds.
 GY1475
 GY1475.The orthometric height was determined by differential leveling
 GY1475.and adjusted by the National Geodetic Survey in June 1991..
 GY1475
 GY1475.The geoid height was determined by GEOID03.
 GY1475
 GY1475.The dynamic height is computed by dividing the NAVD 88
 GY1475.geopotential number by the normal gravity value computed on the
 GY1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1475.degrees latitude (g = 980.6199 gals.).
 GY1475
 GY1475.The modeled gravity was interpolated from observed gravity values.
 GY1475
 GY1475;                    North         East    Units  Estimated Accuracy
 GY1475;SPC KY1Z     - 1,138,560.    1,749,490.      MT  (+/- 180 meters Scaled)
 GY1475
 GY1475                          SUPERSEDED SURVEY CONTROL
 GY1475
 GY1475  NGVD 29 (??/??/92)  301.460  (m)          989.04   (f) ADJ UNCH    2 0
 GY1475
 GY1475.Superseded values are not recommended for survey control.
 GY1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1475.See file dsdata.txt to determine how the superseded data were derived.
 GY1475
 GY1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB298573(NAD 83)
 GY1475_MARKER: DB = BENCH MARK DISK
 GY1475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1475_SP_SET: CULVERT
 GY1475_STAMPING: B 300 1952 989.040
 GY1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1475
 GY1475  HISTORY     - Date     Condition        Report By
 GY1475  HISTORY     - 1952     MONUMENTED       CGS
 GY1475  HISTORY     - 1956     GOOD             NGS
 GY1475
 GY1475                          STATION DESCRIPTION
 GY1475
 GY1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1475'6.6 MI SE FROM FREDVILLE.
 GY1475'6.55 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 GY1475'AT FREDVILLE, AT GUNLOCK STORE AND POST OFFICE, SET IN THE TOP
 GY1475'OF THE NORTHEND OF WEST HEAD WALL OF A 4-FOOT CONCRETE BOX
 GY1475'CULVERT, 23 FEET WEST OF THE CENTER OF HIGHWAY, 92 FEET SOUTH OF
 GY1475'THE SOUTHEAST CORNER OF THE POST OFFICE AND STORE BUILDING AND
 GY1475'ABOUT 4 FEET BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1635 ***********************************************************************
 GY1635  DESIGNATION -  B 301
 GY1635  PID         -  GY1635
 GY1635  STATE/COUNTY-  KY/FLOYD
 GY1635  USGS QUAD   -  LANCER (1992)
 GY1635
 GY1635                         *CURRENT SURVEY CONTROL
 GY1635  ___________________________________________________________________
 GY1635* NAD 83(1986)-  37 43 49.     (N)    082 43 52.     (W)     SCALED    
 GY1635* NAVD 88     -       201.745  (meters)     661.89   (feet)  ADJUSTED  
 GY1635  ___________________________________________________________________
 GY1635  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GY1635  DYNAMIC HT  -         201.594 (meters)     661.40  (feet)  COMP
 GY1635  MODELED GRAV-     979,876.3   (mgal)                       NAVD 88
 GY1635
 GY1635  VERT ORDER  -  SECOND    CLASS 0
 GY1635
 GY1635.The horizontal coordinates were scaled from a topographic map and have
 GY1635.an estimated accuracy of +/- 6 seconds.
 GY1635
 GY1635.The orthometric height was determined by differential leveling
 GY1635.and adjusted by the National Geodetic Survey in June 1991..
 GY1635
 GY1635.The geoid height was determined by GEOID03.
 GY1635
 GY1635.The dynamic height is computed by dividing the NAVD 88
 GY1635.geopotential number by the normal gravity value computed on the
 GY1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1635.degrees latitude (g = 980.6199 gals.).
 GY1635
 GY1635.The modeled gravity was interpolated from observed gravity values.
 GY1635
 GY1635;                    North         East    Units  Estimated Accuracy
 GY1635;SPC KY1Z     - 1,159,340.    1,766,050.      MT  (+/- 180 meters Scaled)
 GY1635
 GY1635                          SUPERSEDED SURVEY CONTROL
 GY1635
 GY1635  NGVD 29 (??/??/92)  201.95   (m)          662.6    (f) COMPUTED    2 0
 GY1635
 GY1635.Superseded values are not recommended for survey control.
 GY1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1635.See file dsdata.txt to determine how the superseded data were derived.
 GY1635
 GY1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB474773(NAD 83)
 GY1635_MARKER: DB = BENCH MARK DISK
 GY1635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1635_SP_SET: CONCRETE FILLED GAS WELL
 GY1635_STAMPING: B 301 1952 662.564
 GY1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1635
 GY1635  HISTORY     - Date     Condition        Report By
 GY1635  HISTORY     - 1952     MONUMENTED       CGS
 GY1635  HISTORY     - 1956     GOOD             NGS
 GY1635
 GY1635                          STATION DESCRIPTION
 GY1635
 GY1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1635'2.7 MI E FROM AUXIER.
 GY1635'0.9 MILE SOUTH ALONG A GRAVEL ROAD FROM THE C. AND O. RAILROAD
 GY1635'STATION AT AUXIER, THENCE 0.7 MILE EAST ALONG A GRAVEL ROAD THE
 GY1635'DEWEY LAKE SHORE, THENCE 1.1 MILES NORTHEAST ALONG LAKE SHORE,
 GY1635'56 FEET NORTHEAST OF THE MOUTH OF SPRADLIN BRANCH INTO DEWEY LAKE,
 GY1635'SET IN THE TOP OF A CAPPED GAS WELL CASING, ON THE SOUTHWEST SIDE
 GY1635'OF A BARE HILL, CASING PROJECTS ABOUT 3.5 FEET ABOVE GROUND AND
 GY1635'IS ABOUT 14 FEET ABOVE LEVEL OF LAKE.  NOTE-- THE LAST DISTANCE
 GY1635'WILL CHANGE AS WATER RISES AND FALLS IN LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0659 ***********************************************************************
 GY0659  DESIGNATION -  B 301
 GY0659  PID         -  GY0659
 GY0659  STATE/COUNTY-  KY/PIKE
 GY0659  USGS QUAD   -  JAMBOREE (1977)
 GY0659
 GY0659                         *CURRENT SURVEY CONTROL
 GY0659  ___________________________________________________________________
 GY0659* NAD 83(1986)-  37 25 43.     (N)    082 14 36.     (W)     SCALED    
 GY0659* NAVD 88     -       259.797  (meters)     852.35   (feet)  ADJUSTED  
 GY0659  ___________________________________________________________________
 GY0659  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GY0659  DYNAMIC HT  -         259.593 (meters)     851.68  (feet)  COMP
 GY0659  MODELED GRAV-     979,840.8   (mgal)                       NAVD 88
 GY0659
 GY0659  VERT ORDER  -  SECOND    CLASS 0
 GY0659
 GY0659.The horizontal coordinates were scaled from a topographic map and have
 GY0659.an estimated accuracy of +/- 6 seconds.
 GY0659
 GY0659.The orthometric height was determined by differential leveling
 GY0659.and adjusted by the National Geodetic Survey in June 1991..
 GY0659
 GY0659.The geoid height was determined by GEOID03.
 GY0659
 GY0659.The dynamic height is computed by dividing the NAVD 88
 GY0659.geopotential number by the normal gravity value computed on the
 GY0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0659.degrees latitude (g = 980.6199 gals.).
 GY0659
 GY0659.The modeled gravity was interpolated from observed gravity values.
 GY0659
 GY0659;                    North         East    Units  Estimated Accuracy
 GY0659;SPC KY1Z     - 1,127,390.    1,810,280.      MT  (+/- 180 meters Scaled)
 GY0659
 GY0659                          SUPERSEDED SURVEY CONTROL
 GY0659
 GY0659  NGVD 29 (??/??/92)  259.996  (m)          853.00   (f) ADJ UNCH    2 0
 GY0659
 GY0659.Superseded values are not recommended for survey control.
 GY0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0659.See file dsdata.txt to determine how the superseded data were derived.
 GY0659
 GY0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB899431(NAD 83)
 GY0659_MARKER: DB = BENCH MARK DISK
 GY0659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0659_SP_SET: BRIDGE
 GY0659_STAMPING: B 301 1952 853.004
 GY0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0659
 GY0659  HISTORY     - Date     Condition        Report By
 GY0659  HISTORY     - 1952     MONUMENTED       CGS
 GY0659  HISTORY     - 1956     GOOD             NGS
 GY0659  HISTORY     - 20020723 MARK NOT FOUND   KYDT
 GY0659
 GY0659                          STATION DESCRIPTION
 GY0659
 GY0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0659'AT DUNLAP.
 GY0659'AT DUNLAP, ALONG STATE HIGHWAY 194, ABOUT 100 YARDS WEST OF
 GY0659'OVERPASS OF NORFOLK AND WESTERN RAILROAD, SET IN THE TOP OF THE
 GY0659'EAST END OF THE NORTH ABUTMENT OF A BRIDGE OVER CREEK ON ROAD
 GY0659'SOUTH TO THREE HOUSES OWNED BY COAL COMPANY, 39 FEET SOUTH OF
 GY0659'CENTER LINE OF HIGHWAY, 108 FEET SOUTHWEST OF CENTER OF JUNCTION
 GY0659'OF HIGHWAY AND BLACK TOP ROAD NORTH, 153 FEET SOUTHWEST AND
 GY0659'ACROSS HIGHWAY FROM SOUTHWEST CORNER OF POST OFFICE, 8 FEET EAST
 GY0659'OF CENTER LINE OF DRIVE SOUTH AND ABOUT 1 FOOT BELOW LEVEL OF
 GY0659'HIGHWAY.
 GY0659
 GY0659                          STATION RECOVERY (2002)
 GY0659
 GY0659'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0659'NO EVIDENCE OF A BRDGE/ABUTMENTS AT THIS LOCATION, POSSIBLY TORN
 GY0659'OUT/WASHED AWAY, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1563 ***********************************************************************
 GY1563  DESIGNATION -  B 301 X
 GY1563  PID         -  GY1563
 GY1563  STATE/COUNTY-  KY/PIKE
 GY1563  USGS QUAD   -  THOMAS (1992)
 GY1563
 GY1563                         *CURRENT SURVEY CONTROL
 GY1563  ___________________________________________________________________
 GY1563* NAD 83(1986)-  37 40 28.     (N)    082 33 33.     (W)     SCALED    
 GY1563* NAVD 88     -       209.697  (meters)     687.98   (feet)  ADJUSTED  
 GY1563  ___________________________________________________________________
 GY1563  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GY1563  DYNAMIC HT  -         209.542 (meters)     687.47  (feet)  COMP
 GY1563  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 GY1563
 GY1563  VERT ORDER  -  SECOND    CLASS 0
 GY1563
 GY1563.The horizontal coordinates were scaled from a topographic map and have
 GY1563.an estimated accuracy of +/- 6 seconds.
 GY1563
 GY1563.The orthometric height was determined by differential leveling
 GY1563.and adjusted by the National Geodetic Survey in June 1991..
 GY1563
 GY1563.The geoid height was determined by GEOID03.
 GY1563
 GY1563.The dynamic height is computed by dividing the NAVD 88
 GY1563.geopotential number by the normal gravity value computed on the
 GY1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1563.degrees latitude (g = 980.6199 gals.).
 GY1563
 GY1563.The modeled gravity was interpolated from observed gravity values.
 GY1563
 GY1563;                    North         East    Units  Estimated Accuracy
 GY1563;SPC KY1Z     - 1,153,650.    1,781,410.      MT  (+/- 180 meters Scaled)
 GY1563
 GY1563                          SUPERSEDED SURVEY CONTROL
 GY1563
 GY1563  NGVD 29 (??/??/92)  209.908  (m)          688.67   (f) ADJ UNCH    2 0
 GY1563
 GY1563.Superseded values are not recommended for survey control.
 GY1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1563.See file dsdata.txt to determine how the superseded data were derived.
 GY1563
 GY1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB625708(NAD 83)
 GY1563_MARKER: DB = BENCH MARK DISK
 GY1563_SETTING: 66 = SET IN ROCK OUTCROP
 GY1563_SP_SET: ROCK LEDGE
 GY1563_STAMPING: B 301 X 1952 688.673
 GY1563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1563+STABILITY: POSITION/ELEVATION WELL
 GY1563
 GY1563  HISTORY     - Date     Condition        Report By
 GY1563  HISTORY     - 1952     MONUMENTED       CGS
 GY1563  HISTORY     - 1956     GOOD             NGS
 GY1563
 GY1563                          STATION DESCRIPTION
 GY1563
 GY1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1563'2.4 MI NE FROM THOMAS.
 GY1563'1.55 MILES SOUTHEAST ALONG A ROAD FOLLOWING BRUSHY FORK FROM THE
 GY1563'JUNCTION OF JOHNS CREEK ROAD AT THOMAS, THENCE ABOUT 0.9 MILE
 GY1563'NORTH AND EAST ALONG A ROAD FOLLOWING BIG CREEK, 128 FEET EAST
 GY1563'OF WEST END OF LEDGE, 78 FEET WEST OF A 14-INCH WALNUT TREE WHICH
 GY1563'IS IN A FENCE CORNER AT THE WEST END OF A SMALL CULTIVATED FIELD
 GY1563'WITH A TRIANGULAR BLAZE, 30 FEET NORTH OF CENTER OF ROAD AND
 GY1563'CREEK, SET VERTICALLY IN SOUTH FACE OF SANDSTONE LEDGE ABOUT 5.5
 GY1563'FEET ABOVE LEVEL OF ROAD AND CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1683 ***********************************************************************
 GY1683  DESIGNATION -  B 302
 GY1683  PID         -  GY1683
 GY1683  STATE/COUNTY-  KY/JOHNSON
 GY1683  USGS QUAD   -  SITKA (1992)
 GY1683
 GY1683                         *CURRENT SURVEY CONTROL
 GY1683  ___________________________________________________________________
 GY1683* NAD 83(1986)-  37 55 37.     (N)    082 50 41.     (W)     SCALED    
 GY1683* NAVD 88     -       267.036  (meters)     876.10   (feet)  ADJUSTED  
 GY1683  ___________________________________________________________________
 GY1683  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GY1683  DYNAMIC HT  -         266.840 (meters)     875.46  (feet)  COMP
 GY1683  MODELED GRAV-     979,888.7   (mgal)                       NAVD 88
 GY1683
 GY1683  VERT ORDER  -  SECOND    CLASS 0
 GY1683
 GY1683.The horizontal coordinates were scaled from a topographic map and have
 GY1683.an estimated accuracy of +/- 6 seconds.
 GY1683
 GY1683.The orthometric height was determined by differential leveling
 GY1683.and adjusted by the National Geodetic Survey in June 1991..
 GY1683
 GY1683.The geoid height was determined by GEOID03.
 GY1683
 GY1683.The dynamic height is computed by dividing the NAVD 88
 GY1683.geopotential number by the normal gravity value computed on the
 GY1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1683.degrees latitude (g = 980.6199 gals.).
 GY1683
 GY1683.The modeled gravity was interpolated from observed gravity values.
 GY1683
 GY1683;                    North         East    Units  Estimated Accuracy
 GY1683;SPC KY1Z     - 1,180,840.    1,755,370.      MT  (+/- 180 meters Scaled)
 GY1683
 GY1683                          SUPERSEDED SURVEY CONTROL
 GY1683
 GY1683  NGVD 29 (??/??/92)  267.24   (m)          876.8    (f) COMPUTED    2 0
 GY1683
 GY1683.Superseded values are not recommended for survey control.
 GY1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1683.See file dsdata.txt to determine how the superseded data were derived.
 GY1683
 GY1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB378993(NAD 83)
 GY1683_MARKER: DB = BENCH MARK DISK
 GY1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1683_STAMPING: B 302 1952 876.760
 GY1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1683+STABILITY: SURFACE MOTION
 GY1683
 GY1683  HISTORY     - Date     Condition        Report By
 GY1683  HISTORY     - 1952     MONUMENTED       CGS
 GY1683  HISTORY     - 1955     GOOD             NGS
 GY1683
 GY1683                          STATION DESCRIPTION
 GY1683
 GY1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1683'1.2 MI SW FROM KERZ.
 GY1683'0.3 MILE SOUTH ALONG A GRAVEL ROAD FROM THE SUGAR GROVE BAPTIST
 GY1683'CHURCH AND JUNCTION OF ROAD EAST TO CHANDLERVILLE AT KERZ, THENCE
 GY1683'0.85 MILE SOUTHWEST ALONG DIRT ROAD UP DANIELS BRANCH, 18 FEET
 GY1683'NORTHWEST OF CENTER OF ROAD, 93 FEET NORTHWEST AND ACROSS ROAD
 GY1683'FROM THE WEST CORNER OF HOUSE OWNED BY ARLEY DANIELS, 41 FEET
 GY1683'NORTH OF NORTHWEST END OF AN 18-INCH PIPE CULVERT, 1 1/2 FEET
 GY1683'EAST OF THE SOUTH CORNER OF A COAL HOUSE, 1 FOOT SOUTH OF A
 GY1683'WHITE WITNESS POST, ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1428 ***********************************************************************
 GY1428  DESIGNATION -  B 303
 GY1428  PID         -  GY1428
 GY1428  STATE/COUNTY-  KY/JOHNSON
 GY1428  USGS QUAD   -  PAINTSVILLE (1992)
 GY1428
 GY1428                         *CURRENT SURVEY CONTROL
 GY1428  ___________________________________________________________________
 GY1428* NAD 83(1986)-  37 49 37.     (N)    082 50 23.     (W)     SCALED    
 GY1428* NAVD 88     -       192.058  (meters)     630.11   (feet)  ADJUSTED  
 GY1428  ___________________________________________________________________
 GY1428  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 GY1428  DYNAMIC HT  -         191.915 (meters)     629.64  (feet)  COMP
 GY1428  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 GY1428
 GY1428  VERT ORDER  -  SECOND    CLASS 0
 GY1428
 GY1428.The horizontal coordinates were scaled from a topographic map and have
 GY1428.an estimated accuracy of +/- 6 seconds.
 GY1428
 GY1428.The orthometric height was determined by differential leveling
 GY1428.and adjusted by the National Geodetic Survey in June 1991..
 GY1428
 GY1428.The geoid height was determined by GEOID03.
 GY1428
 GY1428.The dynamic height is computed by dividing the NAVD 88
 GY1428.geopotential number by the normal gravity value computed on the
 GY1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1428.degrees latitude (g = 980.6199 gals.).
 GY1428
 GY1428.The modeled gravity was interpolated from observed gravity values.
 GY1428
 GY1428;                    North         East    Units  Estimated Accuracy
 GY1428;SPC KY1Z     - 1,169,760.    1,756,150.      MT  (+/- 180 meters Scaled)
 GY1428
 GY1428                          SUPERSEDED SURVEY CONTROL
 GY1428
 GY1428  NGVD 29 (??/??/92)  192.259  (m)          630.77   (f) ADJ UNCH    2 0
 GY1428
 GY1428.Superseded values are not recommended for survey control.
 GY1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1428.See file dsdata.txt to determine how the superseded data were derived.
 GY1428
 GY1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB380882(NAD 83)
 GY1428_MARKER: DB = BENCH MARK DISK
 GY1428_SETTING: 66 = SET IN ROCK OUTCROP
 GY1428_SP_SET: ROCK OUTCROP
 GY1428_STAMPING: B 303 1952 630.770
 GY1428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1428+STABILITY: POSITION/ELEVATION WELL
 GY1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1428+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1997
 GY1428
 GY1428  HISTORY     - Date     Condition        Report By
 GY1428  HISTORY     - 1952     MONUMENTED       CGS
 GY1428  HISTORY     - 1955     GOOD             NGS
 GY1428  HISTORY     - 19970618 GOOD             KYDT
 GY1428
 GY1428                          STATION DESCRIPTION
 GY1428
 GY1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1428'AT STAFFORDSVILLE.
 GY1428'0.2 MILE EAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE AT
 GY1428'STAFFORDSVILLE, 2.65 MILES NORTHWEST OF THE POST OFFICE AT
 GY1428'PAINTSVILLE, AT THE STAFFORDSVILLE UNION BAPTIST CHURCH, 159 FEET
 GY1428'SOUTHEAST OF THE NORTHEAST END OF A 30-INCH PIPE CULVERT, 119.5
 GY1428'FEET EAST ACROSS THE HIGHWAY FROM THE EAST CORNER OF THE CHURCH,
 GY1428'20 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET
 GY1428'SOUTHEAST AND BELOW A 16-INCH OAK TREE WHICH IS GROWING ON TOP
 GY1428'OF THE BANK, IN THE TOP OF AN OUTCROPPING SANDSTONE LEDGE PROJECTING
 GY1428'OUT OF A CUT BANK, 2.5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GY1428
 GY1428                          STATION RECOVERY (1997)
 GY1428
 GY1428'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1428'MARK IS AT THE SOUTHEAST END OF A LARGE GRAVEL PULL-OFF ON THE
 GY1428'NORTHEAST SIDE OF ROAD AND 1 FOOT SOUTHEAST OF CARSONITE WITNESS POST.
 GY1428' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1713 ***********************************************************************
 GY1713  DESIGNATION -  B 304
 GY1713  PID         -  GY1713
 GY1713  STATE/COUNTY-  KY/JOHNSON
 GY1713  USGS QUAD   -  SITKA (1992)
 GY1713
 GY1713                         *CURRENT SURVEY CONTROL
 GY1713  ___________________________________________________________________
 GY1713* NAD 83(1986)-  37 54 44.     (N)    082 45 04.     (W)     SCALED    
 GY1713* NAVD 88     -       200.560  (meters)     658.00   (feet)  ADJUSTED  
 GY1713  ___________________________________________________________________
 GY1713  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GY1713  DYNAMIC HT  -         200.411 (meters)     657.52  (feet)  COMP
 GY1713  MODELED GRAV-     979,886.7   (mgal)                       NAVD 88
 GY1713
 GY1713  VERT ORDER  -  SECOND    CLASS 0
 GY1713
 GY1713.The horizontal coordinates were scaled from a topographic map and have
 GY1713.an estimated accuracy of +/- 6 seconds.
 GY1713
 GY1713.The orthometric height was determined by differential leveling
 GY1713.and adjusted by the National Geodetic Survey in June 1991..
 GY1713
 GY1713.The geoid height was determined by GEOID03.
 GY1713
 GY1713.The dynamic height is computed by dividing the NAVD 88
 GY1713.geopotential number by the normal gravity value computed on the
 GY1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1713.degrees latitude (g = 980.6199 gals.).
 GY1713
 GY1713.The modeled gravity was interpolated from observed gravity values.
 GY1713
 GY1713;                    North         East    Units  Estimated Accuracy
 GY1713;SPC KY1Z     - 1,179,470.    1,763,640.      MT  (+/- 180 meters Scaled)
 GY1713
 GY1713                          SUPERSEDED SURVEY CONTROL
 GY1713
 GY1713  NGVD 29 (??/??/92)  200.76   (m)          658.7    (f) COMPUTED    2 0
 GY1713
 GY1713.Superseded values are not recommended for survey control.
 GY1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1713.See file dsdata.txt to determine how the superseded data were derived.
 GY1713
 GY1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB460975(NAD 83)
 GY1713_MARKER: DB = BENCH MARK DISK
 GY1713_SETTING: 66 = SET IN ROCK OUTCROP
 GY1713_SP_SET: ROCK CUT
 GY1713_STAMPING: B 304 1952 658.670
 GY1713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1713+STABILITY: POSITION/ELEVATION WELL
 GY1713
 GY1713  HISTORY     - Date     Condition        Report By
 GY1713  HISTORY     - 1952     MONUMENTED       CGS
 GY1713  HISTORY     - 1955     GOOD             NGS
 GY1713  HISTORY     - 1971     MARK NOT FOUND   NGS
 GY1713
 GY1713                          STATION DESCRIPTION
 GY1713
 GY1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1713'1.5 MI SW FROM LOWMANSVILLE.
 GY1713'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 23 FROM THE SCHOOL AT
 GY1713'LOWMANSVILLE, 0.95 MILE SOUTHWEST OF THE LAWRENCE-JOHNSON COUNTY
 GY1713'LINE, IN THE TOP OF A SMALL SHELF AT THE BOTTOM OF A ROCK CUT
 GY1713'AND NEAR THE SOUTHEAST END OF CUT, 257 FEET NORTH NORTHWEST OF THE
 GY1713'NORTHEAST END OF WOODEN BRIDGE OVER CASTLE CREEK ON A DRIVEWAY
 GY1713'SOUTHWEST TO HOUSES, 70 FEET NORTHWEST OF THE NORTHWEST END OF
 GY1713'THE NORTHEAST HEAD WALL OF A 30-INCH PIPE CULVERT, 23 FEET
 GY1713'NORTHEAST OF THE CENTER LINE OF HIGHWAY, ABOUT 1.5 FEET ABOVE
 GY1713'LEVEL OF HIGHWAY.
 GY1713
 GY1713                          STATION RECOVERY (1971)
 GY1713
 GY1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GY1713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2060 ***********************************************************************
 GY2060  DESIGNATION -  B 305
 GY2060  PID         -  GY2060
 GY2060  STATE/COUNTY-  KY/PERRY
 GY2060  USGS QUAD   -  CARRIE (1992)
 GY2060
 GY2060                         *CURRENT SURVEY CONTROL
 GY2060  ___________________________________________________________________
 GY2060* NAD 83(1986)-  37 20 43.     (N)    083 06 47.     (W)     SCALED    
 GY2060* NAVD 88     -       281.199  (meters)     922.57   (feet)  ADJUSTED  
 GY2060  ___________________________________________________________________
 GY2060  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY2060  DYNAMIC HT  -         280.977 (meters)     921.84  (feet)  COMP
 GY2060  MODELED GRAV-     979,832.5   (mgal)                       NAVD 88
 GY2060
 GY2060  VERT ORDER  -  SECOND    CLASS 0
 GY2060
 GY2060.The horizontal coordinates were scaled from a topographic map and have
 GY2060.an estimated accuracy of +/- 6 seconds.
 GY2060
 GY2060.The orthometric height was determined by differential leveling
 GY2060.and adjusted by the National Geodetic Survey in June 1991..
 GY2060
 GY2060.The geoid height was determined by GEOID03.
 GY2060
 GY2060.The dynamic height is computed by dividing the NAVD 88
 GY2060.geopotential number by the normal gravity value computed on the
 GY2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2060.degrees latitude (g = 980.6199 gals.).
 GY2060
 GY2060.The modeled gravity was interpolated from observed gravity values.
 GY2060
 GY2060;                    North         East    Units  Estimated Accuracy
 GY2060;SPC KY1Z     - 1,115,610.    1,733,610.      MT  (+/- 180 meters Scaled)
 GY2060
 GY2060                          SUPERSEDED SURVEY CONTROL
 GY2060
 GY2060  NGVD 29 (??/??/92)  281.365  (m)          923.11   (f) ADJ UNCH    2 0
 GY2060
 GY2060.Superseded values are not recommended for survey control.
 GY2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2060.See file dsdata.txt to determine how the superseded data were derived.
 GY2060
 GY2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB128352(NAD 83)
 GY2060_MARKER: DB = BENCH MARK DISK
 GY2060_SETTING: 66 = SET IN ROCK OUTCROP
 GY2060_SP_SET: ROCK CLIFF
 GY2060_STAMPING: B 305 1952 923.112
 GY2060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2060+STABILITY: POSITION/ELEVATION WELL
 GY2060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2060+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1996
 GY2060
 GY2060  HISTORY     - Date     Condition        Report By
 GY2060  HISTORY     - 1952     MONUMENTED       CGS
 GY2060  HISTORY     - 1956     GOOD             NGS
 GY2060  HISTORY     - 19940610 GOOD             KYDT
 GY2060  HISTORY     - 19960612 GOOD             KYDT
 GY2060
 GY2060                          STATION DESCRIPTION
 GY2060
 GY2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2060'1 MI E FROM DWARF.
 GY2060'ABOUT 1.05 MILES EAST ALONG STATE HIGHWAY 80 FROM THE JUNCTION
 GY2060'OF STATE HIGHWAY 15 AT DWARF, ABOUT 0.1 MILE SOUTHWEST OF THE
 GY2060'KNOTT-PERRY COUNTY LINE, SET VERTICALLY IN THE SOUTHEAST FACE
 GY2060'OF A 15-FOOT HIGH ROCK CLIFF, 19 FEET NORTHWEST OF CENTER LINE
 GY2060'OF HIGHWAY, 50 YARDS SOUTHWEST OF A STONE CATCH BASIN FOR A
 GY2060'24-INCH PIPE CULVERT AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 GY2060
 GY2060                          STATION RECOVERY (1956)
 GY2060
 GY2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2060'RECOVERED IN GOOD CONDITION.
 GY2060
 GY2060                          STATION RECOVERY (1994)
 GY2060
 GY2060'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY2060'RECOVERED IN GOOD CONDITION.
 GY2060
 GY2060                          STATION RECOVERY (1996)
 GY2060
 GY2060'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2060'KY 80 NOW KY 550 AND KY 15 NOW KY 476.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2215 ***********************************************************************
 GY2215  DESIGNATION -  B 307
 GY2215  PID         -  GY2215
 GY2215  STATE/COUNTY-  KY/KNOTT
 GY2215  USGS QUAD   -  VEST (1992)
 GY2215
 GY2215                         *CURRENT SURVEY CONTROL
 GY2215  ___________________________________________________________________
 GY2215* NAD 83(1986)-  37 24 06.     (N)    083 01 46.     (W)     SCALED    
 GY2215* NAVD 88     -       317.096  (meters)    1040.34   (feet)  ADJUSTED  
 GY2215  ___________________________________________________________________
 GY2215  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GY2215  DYNAMIC HT  -         316.845 (meters)    1039.52  (feet)  COMP
 GY2215  MODELED GRAV-     979,829.8   (mgal)                       NAVD 88
 GY2215
 GY2215  VERT ORDER  -  SECOND    CLASS 0
 GY2215
 GY2215.The horizontal coordinates were scaled from a topographic map and have
 GY2215.an estimated accuracy of +/- 6 seconds.
 GY2215
 GY2215.The orthometric height was determined by differential leveling
 GY2215.and adjusted by the National Geodetic Survey in June 1991..
 GY2215
 GY2215.The geoid height was determined by GEOID03.
 GY2215
 GY2215.The dynamic height is computed by dividing the NAVD 88
 GY2215.geopotential number by the normal gravity value computed on the
 GY2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2215.degrees latitude (g = 980.6199 gals.).
 GY2215
 GY2215.The modeled gravity was interpolated from observed gravity values.
 GY2215
 GY2215;                    North         East    Units  Estimated Accuracy
 GY2215;SPC KY1Z     - 1,122,080.    1,740,830.      MT  (+/- 180 meters Scaled)
 GY2215
 GY2215                          SUPERSEDED SURVEY CONTROL
 GY2215
 GY2215  NGVD 29 (??/??/92)  317.256  (m)         1040.86   (f) ADJ UNCH    2 0
 GY2215
 GY2215.Superseded values are not recommended for survey control.
 GY2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2215.See file dsdata.txt to determine how the superseded data were derived.
 GY2215
 GY2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB203413(NAD 83)
 GY2215_MARKER: DB = BENCH MARK DISK
 GY2215_SETTING: 66 = SET IN ROCK OUTCROP
 GY2215_SP_SET: BOULDER
 GY2215_STAMPING: B 307 1952 1040.864
 GY2215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2215+STABILITY: POSITION/ELEVATION WELL
 GY2215
 GY2215  HISTORY     - Date     Condition        Report By
 GY2215  HISTORY     - 1952     MONUMENTED       CGS
 GY2215  HISTORY     - 1956     GOOD             NGS
 GY2215  HISTORY     - 19970211 MARK NOT FOUND   KYDT
 GY2215
 GY2215                          STATION DESCRIPTION
 GY2215
 GY2215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2215'1.6 MI W FROM VEST.
 GY2215'1.55 MILES WEST ALONG A ROAD FOLLOWING BALLS FORK FROM THE POST
 GY2215'OFFICE AT VEST, AT THE CROSSING OF BUCKLICK BRANCH AND ABOUT
 GY2215'140 YARDS NORTH OF ITS CONFLUENCE WITH BALLS FORK, SET IN THE
 GY2215'TOP OF A BURIED 9 BY 12 FOOT BOULDER WITH EXPOSED SOUTH FACE
 GY2215'ABOUT 3.5 FEET HIGH, 33 FEET EAST OF THE CENTER OF BUCKLICK
 GY2215'BRANCH, 28 FEET NORTHEAST OF THE CENTER OF ROAD, 9 FEET NORTHEAST
 GY2215'OF SOUTHWEST CORNER OF THE BOULDER, 7 FEET NORTHWEST OF SOUTHEAST
 GY2215'CORNER OF BOULDER AND ABOUT 5 FEET ABOVE THE LEVEL OF ROAD.
 GY2215
 GY2215                          STATION RECOVERY (1997)
 GY2215
 GY2215'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY2215'LOCALS STATED THIS MARK DESTROYED WHEN ROAD WAS WIDENED YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2250 ***********************************************************************
 GY2250  DESIGNATION -  B 309
 GY2250  PID         -  GY2250
 GY2250  STATE/COUNTY-  KY/KNOTT
 GY2250  USGS QUAD   -  CARRIE (1992)
 GY2250
 GY2250                         *CURRENT SURVEY CONTROL
 GY2250  ___________________________________________________________________
 GY2250* NAD 83(1986)-  37 17 23.     (N)    083 04 14.     (W)     SCALED    
 GY2250* NAVD 88     -       354.599  (meters)    1163.38   (feet)  ADJUSTED  
 GY2250  ___________________________________________________________________
 GY2250  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY2250  DYNAMIC HT  -         354.316 (meters)    1162.45  (feet)  COMP
 GY2250  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 GY2250
 GY2250  VERT ORDER  -  SECOND    CLASS 0
 GY2250
 GY2250.The horizontal coordinates were scaled from a topographic map and have
 GY2250.an estimated accuracy of +/- 6 seconds.
 GY2250
 GY2250.The orthometric height was determined by differential leveling
 GY2250.and adjusted by the National Geodetic Survey in June 1991..
 GY2250
 GY2250.The geoid height was determined by GEOID03.
 GY2250
 GY2250.The dynamic height is computed by dividing the NAVD 88
 GY2250.geopotential number by the normal gravity value computed on the
 GY2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2250.degrees latitude (g = 980.6199 gals.).
 GY2250
 GY2250.The modeled gravity was interpolated from observed gravity values.
 GY2250
 GY2250;                    North         East    Units  Estimated Accuracy
 GY2250;SPC KY1Z     - 1,109,550.    1,737,550.      MT  (+/- 180 meters Scaled)
 GY2250
 GY2250                          SUPERSEDED SURVEY CONTROL
 GY2250
 GY2250  NGVD 29 (??/??/92)  354.761  (m)         1163.91   (f) ADJ UNCH    2 0
 GY2250
 GY2250.Superseded values are not recommended for survey control.
 GY2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2250.See file dsdata.txt to determine how the superseded data were derived.
 GY2250
 GY2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB164290(NAD 83)
 GY2250_MARKER: DB = BENCH MARK DISK
 GY2250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2250_SP_SET: RETAINING WALL
 GY2250_STAMPING: B 309 1952 1163.912
 GY2250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2250
 GY2250  HISTORY     - Date     Condition        Report By
 GY2250  HISTORY     - 1952     MONUMENTED       CGS
 GY2250  HISTORY     - 1956     GOOD             NGS
 GY2250  HISTORY     - 19960611 MARK NOT FOUND   KYDT
 GY2250
 GY2250                          STATION DESCRIPTION
 GY2250
 GY2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2250'4.4 MI SE FROM FISTY.
 GY2250'2.9 MILES SOUTH AND SOUTHEAST ALONG CLEAR CREEK ROAD FROM POST
 GY2250'OFFICE AND JUNCTION OF STATE HIGHWAY 80 AT FISTY, THENCE 1.5
 GY2250'MILES SOUTH ALONG DICKS FORK ROAD, .55 MILE NORTH OF ASHTREE
 GY2250'BEE GAP, 49 FEET NORTHEAST OF CENTER OF FORD ACROSS CREEK BED,
 GY2250'SET VERTICALLY ABOUT 1.5 FEET ABOVE GROUND IN WEST FACE OF THE
 GY2250'SECOND LAYER OF CURVED STONE RETAINING WALL AROUND FRONT YARD
 GY2250'OF 2-STORY FARM HOUSE, 100 FEET SOUTH OF CENTER OF ROAD, UNDER
 GY2250'SMALL PEACH TREE, 26 FEET SOUTH OF THE CENTER OF STEPS IN
 GY2250'RETAINING WALL, 14 FEET NORTH OF CENTER OF CREEK AND ABOUT 3
 GY2250'FEET ABOVE LEVEL OF ROAD.
 GY2250
 GY2250                          STATION RECOVERY (1996)
 GY2250
 GY2250'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2250'RETAINING WALL HAS BEEN TORN OUT, MARK LOST, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1120 ***********************************************************************
 HZ1120  DESIGNATION -  B 31
 HZ1120  PID         -  HZ1120
 HZ1120  STATE/COUNTY-  KY/OLDHAM
 HZ1120  USGS QUAD   -  SMITHFIELD (1993)
 HZ1120
 HZ1120                         *CURRENT SURVEY CONTROL
 HZ1120  ___________________________________________________________________
 HZ1120* NAD 83(1986)-  38 24 31.     (N)    085 22 29.     (W)     SCALED    
 HZ1120* NAVD 88     -       260.945  (meters)     856.12   (feet)  ADJUSTED  
 HZ1120  ___________________________________________________________________
 HZ1120  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ1120  DYNAMIC HT  -         260.770 (meters)     855.54  (feet)  COMP
 HZ1120  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 HZ1120
 HZ1120  VERT ORDER  -  SECOND    CLASS 0
 HZ1120
 HZ1120.The horizontal coordinates were scaled from a topographic map and have
 HZ1120.an estimated accuracy of +/- 6 seconds.
 HZ1120
 HZ1120.The orthometric height was determined by differential leveling
 HZ1120.and adjusted by the National Geodetic Survey in June 1991..
 HZ1120
 HZ1120.The geoid height was determined by GEOID03.
 HZ1120
 HZ1120.The dynamic height is computed by dividing the NAVD 88
 HZ1120.geopotential number by the normal gravity value computed on the
 HZ1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1120.degrees latitude (g = 980.6199 gals.).
 HZ1120
 HZ1120.The modeled gravity was interpolated from observed gravity values.
 HZ1120
 HZ1120;                    North         East    Units  Estimated Accuracy
 HZ1120;SPC KY1Z     - 1,230,390.    1,532,780.      MT  (+/- 180 meters Scaled)
 HZ1120
 HZ1120                          SUPERSEDED SURVEY CONTROL
 HZ1120
 HZ1120  NGVD 29 (??/??/92)  261.107  (m)          856.65   (f) ADJ UNCH    2 0
 HZ1120
 HZ1120.Superseded values are not recommended for survey control.
 HZ1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1120.See file dsdata.txt to determine how the superseded data were derived.
 HZ1120
 HZ1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH419524(NAD 83)
 HZ1120_MARKER: DB = BENCH MARK DISK
 HZ1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1120_STAMPING: B 31 1934
 HZ1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1120+STABILITY: SURFACE MOTION
 HZ1120
 HZ1120  HISTORY     - Date     Condition        Report By
 HZ1120  HISTORY     - 1934     MONUMENTED       CGS
 HZ1120  HISTORY     - 1950     GOOD             NGS
 HZ1120  HISTORY     - 1961     MARK NOT FOUND   NGS
 HZ1120
 HZ1120                          STATION DESCRIPTION
 HZ1120
 HZ1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ1120'AT LA GRANGE.
 HZ1120'AT LA GRANGE, ABOUT 200 YARDS NORTHEAST OF MILE POST 27, 2
 HZ1120'RAILS NORTHEAST OF THE NORTHEAST END OF THE LOUISVILLE AND NASHVILLE
 HZ1120'FREIGHT STATION, 16 FEET NORTHWEST OF THE NORTHEAST RAIL OF
 HZ1120'NORTHWEST SIDE TRACK, 4 FEET WEST OF THE EAST CORNER POST OF A
 HZ1120'PARK PLANTED IN CATALPA TREES, 5 FEET SOUTHWEST OF A TELEPHONE
 HZ1120'POLE AND ABOUT IN LINE WITH THE ROW OF POLES, 81 1/2 FEET SOUTHEAST
 HZ1120'OF THE CENTER LINE OF STATE HIGHWAY 146, 2 FEET SOUTHWEST OF A
 HZ1120'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW NORTHWEST SIDE
 HZ1120'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HZ1120
 HZ1120                          STATION RECOVERY (1961)
 HZ1120
 HZ1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HZ1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1307 ***********************************************************************
 GY1307  DESIGNATION -  B 310
 GY1307  PID         -  GY1307
 GY1307  STATE/COUNTY-  KY/LAWRENCE
 GY1307  USGS QUAD   -  RICHARDSON (1992)
 GY1307
 GY1307                         *CURRENT SURVEY CONTROL
 GY1307  ___________________________________________________________________
 GY1307* NAD 83(1986)-  37 57 36.     (N)    082 37 48.     (W)     SCALED    
 GY1307* NAVD 88     -       179.297  (meters)     588.24   (feet)  ADJUSTED  
 GY1307  ___________________________________________________________________
 GY1307  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GY1307  DYNAMIC HT  -         179.167 (meters)     587.82  (feet)  COMP
 GY1307  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 GY1307
 GY1307  VERT ORDER  -  SECOND    CLASS 0
 GY1307
 GY1307.The horizontal coordinates were scaled from a topographic map and have
 GY1307.an estimated accuracy of +/- 6 seconds.
 GY1307
 GY1307.The orthometric height was determined by differential leveling
 GY1307.and adjusted by the National Geodetic Survey in June 1991..
 GY1307
 GY1307.The geoid height was determined by GEOID03.
 GY1307
 GY1307.The dynamic height is computed by dividing the NAVD 88
 GY1307.geopotential number by the normal gravity value computed on the
 GY1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1307.degrees latitude (g = 980.6199 gals.).
 GY1307
 GY1307.The modeled gravity was interpolated from observed gravity values.
 GY1307
 GY1307;                    North         East    Units  Estimated Accuracy
 GY1307;SPC KY1Z     - 1,185,110.    1,774,110.      MT  (+/- 180 meters Scaled)
 GY1307
 GY1307                          SUPERSEDED SURVEY CONTROL
 GY1307
 GY1307  NGVD 29 (??/??/92)  179.508  (m)          588.94   (f) ADJ UNCH    2 0
 GY1307
 GY1307.Superseded values are not recommended for survey control.
 GY1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1307.See file dsdata.txt to determine how the superseded data were derived.
 GY1307
 GY1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC568026(NAD 83)
 GY1307_MARKER: DB = BENCH MARK DISK
 GY1307_SETTING: 66 = SET IN ROCK OUTCROP
 GY1307_SP_SET: ROCK OUTCROP
 GY1307_STAMPING: B 310 1952 588.936
 GY1307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1307+STABILITY: POSITION/ELEVATION WELL
 GY1307
 GY1307  HISTORY     - Date     Condition        Report By
 GY1307  HISTORY     - 1952     MONUMENTED       CGS
 GY1307  HISTORY     - 1955     GOOD             NGS
 GY1307
 GY1307                          STATION DESCRIPTION
 GY1307
 GY1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1307'1.6 MI N FROM RICHARDSON.
 GY1307'1.6 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY1307'STATION AT RICHARDSON, 183 FEET NORTH OF THE CENTER OF A JUNCTION
 GY1307'OF A ROAD PARALLELING THE TRACK AND A ROAD EAST, 167 FEET
 GY1307'SOUTHEAST ACROSS THE TRACK AND THE ROAD FROM MILE POST 41, 38
 GY1307'FEET EAST ACROSS ROAD FROM THE EAST RAIL OF THE NORTH-BOUND
 GY1307'TRACK, 13 FEET EAST OF THE CENTER LINE OF THE ROAD, 24.5 FEET
 GY1307'EAST ACROSS THE ROAD FROM THE EAST END OF AN 18-INCH CULVERT
 GY1307'UNDER THE TRACK, IN THE TOP OF A SANDSTONE OUTCROP, 1 1/2 FEET
 GY1307'ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1730 ***********************************************************************
 GY1730  DESIGNATION -  B 311
 GY1730  PID         -  GY1730
 GY1730  STATE/COUNTY-  KY/LAWRENCE
 GY1730  USGS QUAD   -  MILO (1992)
 GY1730
 GY1730                         *CURRENT SURVEY CONTROL
 GY1730  ___________________________________________________________________
 GY1730* NAD 83(1986)-  37 57 48.     (N)    082 31 38.     (W)     SCALED    
 GY1730* NAVD 88     -       183.214  (meters)     601.09   (feet)  ADJUSTED  
 GY1730  ___________________________________________________________________
 GY1730  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GY1730  DYNAMIC HT  -         183.083 (meters)     600.66  (feet)  COMP
 GY1730  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 GY1730
 GY1730  VERT ORDER  -  SECOND    CLASS 0
 GY1730
 GY1730.The horizontal coordinates were scaled from a topographic map and have
 GY1730.an estimated accuracy of +/- 6 seconds.
 GY1730
 GY1730.The orthometric height was determined by differential leveling
 GY1730.and adjusted by the National Geodetic Survey in June 1991..
 GY1730
 GY1730.The geoid height was determined by GEOID03.
 GY1730
 GY1730.The dynamic height is computed by dividing the NAVD 88
 GY1730.geopotential number by the normal gravity value computed on the
 GY1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1730.degrees latitude (g = 980.6199 gals.).
 GY1730
 GY1730.The modeled gravity was interpolated from observed gravity values.
 GY1730
 GY1730;                    North         East    Units  Estimated Accuracy
 GY1730;SPC KY1Z     - 1,185,790.    1,783,120.      MT  (+/- 180 meters Scaled)
 GY1730
 GY1730                          SUPERSEDED SURVEY CONTROL
 GY1730
 GY1730  NGVD 29 (??/??/92)  183.43   (m)          601.8    (f) COMPUTED    2 0
 GY1730
 GY1730.Superseded values are not recommended for survey control.
 GY1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1730.See file dsdata.txt to determine how the superseded data were derived.
 GY1730
 GY1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC658028(NAD 83)
 GY1730_MARKER: DB = BENCH MARK DISK
 GY1730_SETTING: 66 = SET IN ROCK OUTCROP
 GY1730_SP_SET: ROCK OUTCROP
 GY1730_STAMPING: B 311 1952 601.813
 GY1730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1730+STABILITY: POSITION/ELEVATION WELL
 GY1730
 GY1730  HISTORY     - Date     Condition        Report By
 GY1730  HISTORY     - 1952     MONUMENTED       CGS
 GY1730  HISTORY     - 1955     GOOD             NGS
 GY1730
 GY1730                          STATION DESCRIPTION
 GY1730
 GY1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1730'4.6 MI S FROM CLIFFORD.
 GY1730'4.65 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT CLIFFORD,
 GY1730'0.2 MILE NORTH OF THE MARTIN-LAWRENCE COUNTY LINE, 72 FEET
 GY1730'NORTHWEST OF NORTHWEST CORNER OF THE HOME OF EVERETTE MARKHAM, 37
 GY1730'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 21.5 FEET EAST OF
 GY1730'NORTH END OF A 12-INCH PIPE CULVERT UNDER DRIVE TO HOUSE, 13
 GY1730'FEET NORTHEAST OF THE CENTER OF THE DRIVE, IN THE TOP OF A
 GY1730'SANDSTONE LEDGE OUTCROP AT THE FOOT OF A HILL, 3 FEET ABOVE LEVEL
 GY1730'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1741 ***********************************************************************
 GY1741  DESIGNATION -  B 312
 GY1741  PID         -  GY1741
 GY1741  STATE/COUNTY-  KY/MARTIN
 GY1741  USGS QUAD   -  MILO (1992)
 GY1741
 GY1741                         *CURRENT SURVEY CONTROL
 GY1741  ___________________________________________________________________
 GY1741* NAD 83(1986)-  37 52 58.     (N)    082 30 33.     (W)     SCALED    
 GY1741* NAVD 88     -       287.966  (meters)     944.77   (feet)  ADJUSTED  
 GY1741  ___________________________________________________________________
 GY1741  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GY1741  DYNAMIC HT  -         287.753 (meters)     944.07  (feet)  COMP
 GY1741  MODELED GRAV-     979,881.8   (mgal)                       NAVD 88
 GY1741
 GY1741  VERT ORDER  -  SECOND    CLASS 0
 GY1741
 GY1741.The horizontal coordinates were scaled from a topographic map and have
 GY1741.an estimated accuracy of +/- 6 seconds.
 GY1741
 GY1741.The orthometric height was determined by differential leveling
 GY1741.and adjusted by the National Geodetic Survey in June 1991..
 GY1741
 GY1741.The geoid height was determined by GEOID03.
 GY1741
 GY1741.The dynamic height is computed by dividing the NAVD 88
 GY1741.geopotential number by the normal gravity value computed on the
 GY1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1741.degrees latitude (g = 980.6199 gals.).
 GY1741
 GY1741.The modeled gravity was interpolated from observed gravity values.
 GY1741
 GY1741;                    North         East    Units  Estimated Accuracy
 GY1741;SPC KY1Z     - 1,176,910.    1,785,020.      MT  (+/- 180 meters Scaled)
 GY1741
 GY1741                          SUPERSEDED SURVEY CONTROL
 GY1741
 GY1741  NGVD 29 (??/??/92)  288.19   (m)          945.5    (f) COMPUTED    2 0
 GY1741
 GY1741.Superseded values are not recommended for survey control.
 GY1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1741.See file dsdata.txt to determine how the superseded data were derived.
 GY1741
 GY1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB672938(NAD 83)
 GY1741_MARKER: DB = BENCH MARK DISK
 GY1741_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY1741_SP_SET: UNSPECIFIED
 GY1741_STAMPING: B 312 1952 945.477
 GY1741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1741
 GY1741  HISTORY     - Date     Condition        Report By
 GY1741  HISTORY     - 1952     MONUMENTED       CGS
 GY1741  HISTORY     - 1955     GOOD             NGS
 GY1741
 GY1741                          STATION DESCRIPTION
 GY1741
 GY1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1741'2.6 MI NE FROM INEZ.
 GY1741'0.65 MILE EAST ALONG STATE HIGHWAY 40 FROM THE COURT HOUSE AT
 GY1741'INEZ, THENCE 1.95 MILES NORTHEAST ALONG A GRAVEL ROAD, 327 FEET
 GY1741'NORTHEAST OF THE CENTER OF THE JUNCTION OF ROAD AND A DIRT ROAD
 GY1741'SOUTHWEST TO COAL MINE, NEAR TOP OF GRADE, 28 FEET SOUTHEAST OF
 GY1741'THE CENTER OF ROAD, 11.5 FEET SOUTH OF SOUTHWEST END OF SOUTHEAST
 GY1741'HEAD WALL OF A 20-INCH PIPE CULVERT, 12 FEET NORTHWEST OF A FENCE
 GY1741'LINE, 6 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1617 ***********************************************************************
 GY1617  DESIGNATION -  B 313
 GY1617  PID         -  GY1617
 GY1617  STATE/COUNTY-  KY/MARTIN
 GY1617  USGS QUAD   -  INEZ (1992)
 GY1617
 GY1617                         *CURRENT SURVEY CONTROL
 GY1617  ___________________________________________________________________
 GY1617* NAD 83(1986)-  37 45 07.     (N)    082 35 09.     (W)     SCALED    
 GY1617* NAVD 88     -       384.910  (meters)    1262.83   (feet)  ADJUSTED  
 GY1617  ___________________________________________________________________
 GY1617  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GY1617  DYNAMIC HT  -         384.628 (meters)    1261.90  (feet)  COMP
 GY1617  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 GY1617
 GY1617  VERT ORDER  -  SECOND    CLASS 0
 GY1617
 GY1617.The horizontal coordinates were scaled from a topographic map and have
 GY1617.an estimated accuracy of +/- 6 seconds.
 GY1617
 GY1617.The orthometric height was determined by differential leveling
 GY1617.and adjusted by the National Geodetic Survey in June 1991..
 GY1617
 GY1617.The geoid height was determined by GEOID03.
 GY1617
 GY1617.The dynamic height is computed by dividing the NAVD 88
 GY1617.geopotential number by the normal gravity value computed on the
 GY1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1617.degrees latitude (g = 980.6199 gals.).
 GY1617
 GY1617.The modeled gravity was interpolated from observed gravity values.
 GY1617
 GY1617;                    North         East    Units  Estimated Accuracy
 GY1617;SPC KY1Z     - 1,162,170.    1,778,770.      MT  (+/- 180 meters Scaled)
 GY1617
 GY1617                          SUPERSEDED SURVEY CONTROL
 GY1617
 GY1617  NGVD 29 (??/??/92)  385.124  (m)         1263.53   (f) ADJ UNCH    2 0
 GY1617
 GY1617.Superseded values are not recommended for survey control.
 GY1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1617.See file dsdata.txt to determine how the superseded data were derived.
 GY1617
 GY1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB602794(NAD 83)
 GY1617_MARKER: DB = BENCH MARK DISK
 GY1617_SETTING: 66 = SET IN ROCK OUTCROP
 GY1617_SP_SET: ROCK OUTCROP
 GY1617_STAMPING: B 313 1952 1263.528
 GY1617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1617+STABILITY: POSITION/ELEVATION WELL
 GY1617
 GY1617  HISTORY     - Date     Condition        Report By
 GY1617  HISTORY     - 1952     MONUMENTED       CGS
 GY1617  HISTORY     - 1956     GOOD             NGS
 GY1617
 GY1617                          STATION DESCRIPTION
 GY1617
 GY1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1617'10 MI SE FROM DEBORD.
 GY1617'6.1 MILES SOUTHWEST ALONG A GRAVEL ROAD FOLLOWING MIDDLE FORK FROM
 GY1617'THE POST OFFICE AND CHURCH AT DEBORD, THENCE 3.85 MILES EAST
 GY1617'AND SOUTHEAST ALONG A DIRT ROAD LEADING OVER MOUNTAIN INTO WOLF
 GY1617'CREEK, ABOUT 0.35 MILE WEST OF THE JUNCTION OF A ROAD NORTH
 GY1617'INTO LINNBARK FORK, ON THE INSIDE OF A CURVE WITH TANGENTS
 GY1617'EXTENDING NORTHEAST AND SOUTHEAST, IN THE TOP OF THE SOUTHWEST
 GY1617'END OF A ROCK OUTCROP ABOUT 10 BY 6 FEET, 16 FEET EAST OF CENTER
 GY1617'OF ROAD, 58 FEET NORTH NORTHWEST AND ACROSS ROAD FROM A 14-INCH
 GY1617'OAK TREE WITH TRIANGLE BLAZE, 48 FEET NORTHWEST OF A 12-INCH
 GY1617'TRIANGLE CHISELED IN THE SOUTHWEST FACE OF BOULDER ABOUT 4 BY 3
 GY1617'FEET AND ABOUT 6 FEET HIGH, 27 FEET SOUTH OF A 12-INCH OAK TREE
 GY1617'WITH TRIANGLE BLAZE, ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0440 ***********************************************************************
 GY0440  DESIGNATION -  B 314
 GY0440  PID         -  GY0440
 GY0440  STATE/COUNTY-  KY/MARTIN
 GY0440  USGS QUAD   -  KERMIT (1992)
 GY0440
 GY0440                         *CURRENT SURVEY CONTROL
 GY0440  ___________________________________________________________________
 GY0440* NAD 83(1986)-  37 47 20.     (N)    082 25 57.     (W)     SCALED    
 GY0440* NAVD 88     -       192.895  (meters)     632.86   (feet)  ADJUSTED  
 GY0440  ___________________________________________________________________
 GY0440  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GY0440  DYNAMIC HT  -         192.753 (meters)     632.39  (feet)  COMP
 GY0440  MODELED GRAV-     979,891.2   (mgal)                       NAVD 88
 GY0440
 GY0440  VERT ORDER  -  SECOND    CLASS 0
 GY0440
 GY0440.The horizontal coordinates were scaled from a topographic map and have
 GY0440.an estimated accuracy of +/- 6 seconds.
 GY0440
 GY0440.The orthometric height was determined by differential leveling
 GY0440.and adjusted by the National Geodetic Survey in June 1991..
 GY0440
 GY0440.The geoid height was determined by GEOID03.
 GY0440
 GY0440.The dynamic height is computed by dividing the NAVD 88
 GY0440.geopotential number by the normal gravity value computed on the
 GY0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0440.degrees latitude (g = 980.6199 gals.).
 GY0440
 GY0440.The modeled gravity was interpolated from observed gravity values.
 GY0440
 GY0440;                    North         East    Units  Estimated Accuracy
 GY0440;SPC KY1Z     - 1,166,730.    1,792,130.      MT  (+/- 180 meters Scaled)
 GY0440
 GY0440                          SUPERSEDED SURVEY CONTROL
 GY0440
 GY0440  NGVD 29 (??/??/92)  193.112  (m)          633.57   (f) ADJ UNCH    2 0
 GY0440
 GY0440.Superseded values are not recommended for survey control.
 GY0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0440.See file dsdata.txt to determine how the superseded data were derived.
 GY0440
 GY0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB738833(NAD 83)
 GY0440_MARKER: DB = BENCH MARK DISK
 GY0440_SETTING: 80 = SET IN A BOULDER
 GY0440_STAMPING: B 314 1952 633.568
 GY0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0440+STABILITY: SURFACE MOTION
 GY0440
 GY0440  HISTORY     - Date     Condition        Report By
 GY0440  HISTORY     - 1952     MONUMENTED       CGS
 GY0440  HISTORY     - 1956     GOOD             NGS
 GY0440  HISTORY     - 20011226 MARK NOT FOUND   KYDT
 GY0440
 GY0440                          STATION DESCRIPTION
 GY0440
 GY0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0440'4.7 MI SE FROM LOVELY.
 GY0440'4.7 MILES SOUTHWEST ALONG STATE HIGHWAY 292 FROM THE POST OFFICE
 GY0440'AT LOVELY, 0.9 MILE NORTHEAST OF THE JUNCTION OF A GRAVEL ROAD
 GY0440'LEADING SOUTHWEST ALONG WOLF CREEK, IN THE TOP OF AN OUTCROPPING
 GY0440'SANDSTONE BOULDER ABOUT 6 BY 2 1/2 FEET AND PROJECTING 1 1/2
 GY0440'FEET ABOVE GROUND, 93 FEET SOUTHWEST AND ACROSS ROAD NORTHWEST
 GY0440'FROM THE NORTHWEST END OF A 30-INCH PIPE CULVERT, 24 FEET SOUTHWEST
 GY0440'OF CENTER OF ROAD NORTHWEST, 19 FEET NORTHWEST OF THE CENTER LINE
 GY0440'OF ROAD AT JUNCTION OF DRIVE SOUTH TO TWO OIL STORAGE TANKS,
 GY0440'17.5 FEET WEST SOUTHWEST OF SOUTHWEST END OF AN 18-INCH PIPE
 GY0440'CULVERT UNDER DIM ROAD NORTHWEST, 14.5 FEET NORTHEAST OF A STEEL
 GY0440'GAS LINE MARKER POST AND ABOUT 1.5 FEET ABOVE LEVEL OF HIGHWAY.
 GY0440
 GY0440                          STATION RECOVERY (2001)
 GY0440
 GY0440'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0652 ***********************************************************************
 GY0652  DESIGNATION -  B 315
 GY0652  PID         -  GY0652
 GY0652  STATE/COUNTY-  KY/PIKE
 GY0652  USGS QUAD   -  JAMBOREE (1977)
 GY0652
 GY0652                         *CURRENT SURVEY CONTROL
 GY0652  ___________________________________________________________________
 GY0652* NAD 83(1986)-  37 27 02.     (N)    082 10 17.     (W)     SCALED    
 GY0652* NAVD 88     -       444.276  (meters)    1457.60   (feet)  ADJUSTED  
 GY0652  ___________________________________________________________________
 GY0652  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GY0652  DYNAMIC HT  -         443.926 (meters)    1456.45  (feet)  COMP
 GY0652  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 GY0652
 GY0652  VERT ORDER  -  SECOND    CLASS 0
 GY0652
 GY0652.The horizontal coordinates were scaled from a topographic map and have
 GY0652.an estimated accuracy of +/- 6 seconds.
 GY0652
 GY0652.The orthometric height was determined by differential leveling
 GY0652.and adjusted by the National Geodetic Survey in June 1991..
 GY0652
 GY0652.The geoid height was determined by GEOID03.
 GY0652
 GY0652.The dynamic height is computed by dividing the NAVD 88
 GY0652.geopotential number by the normal gravity value computed on the
 GY0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0652.degrees latitude (g = 980.6199 gals.).
 GY0652
 GY0652.The modeled gravity was interpolated from observed gravity values.
 GY0652
 GY0652;                    North         East    Units  Estimated Accuracy
 GY0652;SPC KY1Z     - 1,130,060.    1,816,550.      MT  (+/- 180 meters Scaled)
 GY0652
 GY0652                          SUPERSEDED SURVEY CONTROL
 GY0652
 GY0652  NGVD 29 (??/??/92)  444.470  (m)         1458.23   (f) ADJ UNCH    2 0
 GY0652
 GY0652.Superseded values are not recommended for survey control.
 GY0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0652.See file dsdata.txt to determine how the superseded data were derived.
 GY0652
 GY0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB963455(NAD 83)
 GY0652_MARKER: DB = BENCH MARK DISK
 GY0652_SETTING: 66 = SET IN ROCK OUTCROP
 GY0652_SP_SET: ROCK CUT
 GY0652_STAMPING: B 315 1952 1458.232
 GY0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0652+STABILITY: POSITION/ELEVATION WELL
 GY0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0652+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 GY0652
 GY0652  HISTORY     - Date     Condition        Report By
 GY0652  HISTORY     - 1952     MONUMENTED       CGS
 GY0652  HISTORY     - 1956     GOOD             NGS
 GY0652  HISTORY     - 20020723 GOOD             KYDT
 GY0652
 GY0652                          STATION DESCRIPTION
 GY0652
 GY0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0652'6.6 MI NE FROM DUNLAP.
 GY0652'6.65 MILES NORTHEAST ALONG STATE HIGHWAY 194 FROM THE POST
 GY0652'OFFICE AND ROAD JUNCTION AT DUNLAP, 7.35 MILES SOUTHWEST ALONG
 GY0652'STATE HIGHWAY 194 FROM THE JUNCTION OF STATE HIGHWAY 199 AT
 GY0652'PHELPS, ON THE EAST SLOPE OF A LONG HILL, 0.15 MILE SOUTHEAST OF
 GY0652'CENTER OF A SHARP CURVE WITH TANGENTS EXTENDING SOUTHEAST AND
 GY0652'SOUTH AND THE FIRST HAIRPIN TURN WEST OF FOOT OF MOUNTAIN, 21
 GY0652'FEET EAST OF CENTER LINE OF HIGHWAY, 195 FEET SOUTH SOUTHEAST
 GY0652'AND ACROSS HIGHWAY FROM A LONE 30-INCH OAK TREE, 336 FEET SOUTH
 GY0652'OF SOUTHWEST CORNER OF RIGHT ANGLE HEAD WALL OF A 30-INCH PIPE
 GY0652'CULVERT, 6.5 FEET SOUTH AND ABOUT 1 FOOT BELOW A 12-INCH TRIANGLE
 GY0652'CHISELED IN FACE OF ROCK CUT, ABOUT 3.5 FEET ABOVE LEVEL OF
 GY0652'HIGHWAY.
 GY0652
 GY0652                          STATION RECOVERY (2002)
 GY0652
 GY0652'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0531 ***********************************************************************
 GY0531  DESIGNATION -  B 316
 GY0531  PID         -  GY0531
 GY0531  STATE/COUNTY-  KY/PIKE
 GY0531  USGS QUAD   -  MAJESTIC (1977)
 GY0531
 GY0531                         *CURRENT SURVEY CONTROL
 GY0531  ___________________________________________________________________
 GY0531* NAD 83(1986)-  37 30 14.     (N)    082 03 47.     (W)     SCALED    
 GY0531* NAVD 88     -       255.269  (meters)     837.50   (feet)  ADJUSTED  
 GY0531  ___________________________________________________________________
 GY0531  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY0531  DYNAMIC HT  -         255.071 (meters)     836.85  (feet)  COMP
 GY0531  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 GY0531
 GY0531  VERT ORDER  -  SECOND    CLASS 0
 GY0531
 GY0531.The horizontal coordinates were scaled from a topographic map and have
 GY0531.an estimated accuracy of +/- 6 seconds.
 GY0531
 GY0531.The orthometric height was determined by differential leveling
 GY0531.and adjusted by the National Geodetic Survey in June 1991..
 GY0531
 GY0531.The geoid height was determined by GEOID03.
 GY0531
 GY0531.The dynamic height is computed by dividing the NAVD 88
 GY0531.geopotential number by the normal gravity value computed on the
 GY0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0531.degrees latitude (g = 980.6199 gals.).
 GY0531
 GY0531.The modeled gravity was interpolated from observed gravity values.
 GY0531
 GY0531;                    North         East    Units  Estimated Accuracy
 GY0531;SPC KY1Z     - 1,136,350.    1,825,890.      MT  (+/- 180 meters Scaled)
 GY0531
 GY0531                          SUPERSEDED SURVEY CONTROL
 GY0531
 GY0531  NGVD 29 (??/??/92)  255.482  (m)          838.19   (f) ADJ UNCH    2 0
 GY0531
 GY0531.Superseded values are not recommended for survey control.
 GY0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0531.See file dsdata.txt to determine how the superseded data were derived.
 GY0531
 GY0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB060513(NAD 83)
 GY0531_MARKER: DB = BENCH MARK DISK
 GY0531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0531_SP_SET: BRIDGE
 GY0531_STAMPING: B 316 1952 838.194
 GY0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0531
 GY0531  HISTORY     - Date     Condition        Report By
 GY0531  HISTORY     - 1952     MONUMENTED       CGS
 GY0531  HISTORY     - 1956     GOOD             NGS
 GY0531
 GY0531                          STATION DESCRIPTION
 GY0531
 GY0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0531'1.6 MI SW FROM WOODMAN.
 GY0531'1.55 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILROAD FROM
 GY0531'THE STATION SIGN AT WOODMAN, 0.3 MILE SOUTHWEST OF MILE POST
 GY0531'D 2, SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A
 GY0531'BRIDGE OVER TURKEY CREEK AND ROAD CARRYING TRACKS, 10.3 FEET WEST
 GY0531'OF THE WEST RAIL, ABOUT 0.1 MILE SOUTH OF SIGNAL NO. D 22, AND
 GY0531'ABOUT 1 FOOT BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0766 ***********************************************************************
 GY0766  DESIGNATION -  B 317
 GY0766  PID         -  GY0766
 GY0766  STATE/COUNTY-  KY/PIKE
 GY0766  USGS QUAD   -  HELLIER (1978)
 GY0766
 GY0766                         *CURRENT SURVEY CONTROL
 GY0766  ___________________________________________________________________
 GY0766* NAD 83(1986)-  37 16 24.     (N)    082 24 30.     (W)     SCALED    
 GY0766* NAVD 88     -       298.388  (meters)     978.96   (feet)  ADJUSTED  
 GY0766  ___________________________________________________________________
 GY0766  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GY0766  DYNAMIC HT  -         298.146 (meters)     978.17  (feet)  COMP
 GY0766  MODELED GRAV-     979,812.1   (mgal)                       NAVD 88
 GY0766
 GY0766  VERT ORDER  -  SECOND    CLASS 0
 GY0766
 GY0766.The horizontal coordinates were scaled from a topographic map and have
 GY0766.an estimated accuracy of +/- 6 seconds.
 GY0766
 GY0766.The orthometric height was determined by differential leveling
 GY0766.and adjusted by the National Geodetic Survey in June 1991..
 GY0766
 GY0766.The geoid height was determined by GEOID03.
 GY0766
 GY0766.The dynamic height is computed by dividing the NAVD 88
 GY0766.geopotential number by the normal gravity value computed on the
 GY0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0766.degrees latitude (g = 980.6199 gals.).
 GY0766
 GY0766.The modeled gravity was interpolated from observed gravity values.
 GY0766
 GY0766;                    North         East    Units  Estimated Accuracy
 GY0766;SPC KY1Z     - 1,109,630.    1,796,300.      MT  (+/- 180 meters Scaled)
 GY0766
 GY0766                          SUPERSEDED SURVEY CONTROL
 GY0766
 GY0766  NGVD 29 (??/??/92)  298.574  (m)          979.57   (f) ADJ UNCH    2 0
 GY0766
 GY0766.Superseded values are not recommended for survey control.
 GY0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0766.See file dsdata.txt to determine how the superseded data were derived.
 GY0766
 GY0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB751261(NAD 83)
 GY0766_MARKER: DB = BENCH MARK DISK
 GY0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0766_SP_SET: CULVERT
 GY0766_STAMPING: B 317 1952 979.572
 GY0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0766+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2002
 GY0766
 GY0766  HISTORY     - Date     Condition        Report By
 GY0766  HISTORY     - 1952     MONUMENTED       CGS
 GY0766  HISTORY     - 1956     GOOD             NGS
 GY0766  HISTORY     - 20020725 GOOD             KYDT
 GY0766
 GY0766                          STATION DESCRIPTION
 GY0766
 GY0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0766'2 MI E FROM ASHCAMP.
 GY0766'2.05 MILES EAST ALONG STATE HIGHWAY 197 FROM THE JUNCTION OF
 GY0766'STATE HIGHWAY 195 AND POST OFFICE AT ASHCAMP, ON THE OUTSIDE OF
 GY0766'CURVE WITH TANGENTS EXTENDING SOUTHEAST AND EAST, 18 FEET
 GY0766'NORTHWEST OF THE CENTER LINE OF HIGHWAY, SET IN THE TOP AND 6.5
 GY0766'FEET SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF
 GY0766'A 12-FOOT CONCRETE BOX CULVERT WITH PARTITION OVER LITTLE BRANCH,
 GY0766'ABOUT LEVEL WITH THE HIGHWAY.
 GY0766
 GY0766                          STATION RECOVERY (2002)
 GY0766
 GY0766'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0766'MARK IS 1 FOOT BELOW ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1082 ***********************************************************************
 GY1082  DESIGNATION -  B 318
 GY1082  PID         -  GY1082
 GY1082  STATE/COUNTY-  KY/PIKE
 GY1082  USGS QUAD   -  DORTON (1992)
 GY1082
 GY1082                         *CURRENT SURVEY CONTROL
 GY1082  ___________________________________________________________________
 GY1082* NAD 83(1986)-  37 21 39.     (N)    082 33 16.     (W)     SCALED    
 GY1082* NAVD 88     -       240.154  (meters)     787.91   (feet)  ADJUSTED  
 GY1082  ___________________________________________________________________
 GY1082  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GY1082  DYNAMIC HT  -         239.965 (meters)     787.29  (feet)  COMP
 GY1082  MODELED GRAV-     979,838.9   (mgal)                       NAVD 88
 GY1082
 GY1082  VERT ORDER  -  SECOND    CLASS 0
 GY1082
 GY1082.The horizontal coordinates were scaled from a topographic map and have
 GY1082.an estimated accuracy of +/- 6 seconds.
 GY1082
 GY1082.The orthometric height was determined by differential leveling
 GY1082.and adjusted by the National Geodetic Survey in June 1991..
 GY1082
 GY1082.The geoid height was determined by GEOID03.
 GY1082
 GY1082.The dynamic height is computed by dividing the NAVD 88
 GY1082.geopotential number by the normal gravity value computed on the
 GY1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1082.degrees latitude (g = 980.6199 gals.).
 GY1082
 GY1082.The modeled gravity was interpolated from observed gravity values.
 GY1082
 GY1082;                    North         East    Units  Estimated Accuracy
 GY1082;SPC KY1Z     - 1,118,880.    1,783,020.      MT  (+/- 180 meters Scaled)
 GY1082
 GY1082                          SUPERSEDED SURVEY CONTROL
 GY1082
 GY1082  NGVD 29 (??/??/92)  240.342  (m)          788.52   (f) ADJ UNCH    2 0
 GY1082
 GY1082.Superseded values are not recommended for survey control.
 GY1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1082.See file dsdata.txt to determine how the superseded data were derived.
 GY1082
 GY1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB623360(NAD 83)
 GY1082_MARKER: DB = BENCH MARK DISK
 GY1082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1082_SP_SET: CULVERT
 GY1082_STAMPING: B 318 1952 788.522
 GY1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1082
 GY1082  HISTORY     - Date     Condition        Report By
 GY1082  HISTORY     - 1952     MONUMENTED       CGS
 GY1082  HISTORY     - 1956     GOOD             NGS
 GY1082
 GY1082                          STATION DESCRIPTION
 GY1082
 GY1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1082'AT ESCO.
 GY1082'AT ESCO, 0.35 MILE SOUTH ALONG A BLACK TOP ROAD FROM LARGE COAL
 GY1082'TIPPLE WHICH IS ON THE CHESAPEAKE AND OHIO RAILROAD, 33 FEET
 GY1082'NORTH OF CENTER OF JUNCTION OF A DIRT ROAD WEST AND DRIVE EAST,
 GY1082'12 FEET EAST OF CENTER LINE OF HIGHWAY, SET IN THE TOP AND
 GY1082'10 FEET SOUTH OF THE NORTH END OF THE EAST HEAD WALL OF A 6-FOOT
 GY1082'CONCRETE BOX CULVERT, ABOUT LEVEL WITH HIGHWAY.  NOTE-- THIS
 GY1082'MARK IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 23 AND 119
 GY1082'AND STATE HIGHWAY 611 AT ROBINSON CREEK, PIKE COUNTY BY GOING
 GY1082'3.05 MILES SOUTH ALONG STATE HIGHWAY 611.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0172 ***********************************************************************
 GY0172  DESIGNATION -  B 319
 GY0172  PID         -  GY0172
 GY0172  STATE/COUNTY-  KY/PIKE
 GY0172  USGS QUAD   -  BELFRY (1992)
 GY0172
 GY0172                         *CURRENT SURVEY CONTROL
 GY0172  ___________________________________________________________________
 GY0172* NAD 83(1986)-  37 36 15.     (N)    082 22 14.     (W)     SCALED    
 GY0172* NAVD 88     -       282.977  (meters)     928.40   (feet)  ADJUSTED  
 GY0172  ___________________________________________________________________
 GY0172  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GY0172  DYNAMIC HT  -         282.761 (meters)     927.69  (feet)  COMP
 GY0172  MODELED GRAV-     979,860.2   (mgal)                       NAVD 88
 GY0172
 GY0172  VERT ORDER  -  SECOND    CLASS 0
 GY0172
 GY0172.The horizontal coordinates were scaled from a topographic map and have
 GY0172.an estimated accuracy of +/- 6 seconds.
 GY0172
 GY0172.The orthometric height was determined by differential leveling
 GY0172.and adjusted by the National Geodetic Survey in June 1991..
 GY0172
 GY0172.The geoid height was determined by GEOID03.
 GY0172
 GY0172.The dynamic height is computed by dividing the NAVD 88
 GY0172.geopotential number by the normal gravity value computed on the
 GY0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0172.degrees latitude (g = 980.6199 gals.).
 GY0172
 GY0172.The modeled gravity was interpolated from observed gravity values.
 GY0172
 GY0172;                    North         East    Units  Estimated Accuracy
 GY0172;SPC KY1Z     - 1,146,440.    1,798,320.      MT  (+/- 180 meters Scaled)
 GY0172
 GY0172                          SUPERSEDED SURVEY CONTROL
 GY0172
 GY0172  NGVD 29 (??/??/92)  283.198  (m)          929.13   (f) ADJ UNCH    2 0
 GY0172
 GY0172.Superseded values are not recommended for survey control.
 GY0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0172.See file dsdata.txt to determine how the superseded data were derived.
 GY0172
 GY0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB790627(NAD 83)
 GY0172_MARKER: DB = BENCH MARK DISK
 GY0172_SETTING: 66 = SET IN ROCK OUTCROP
 GY0172_SP_SET: ROCK CUT
 GY0172_STAMPING: B 319 1952 929.125
 GY0172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0172+STABILITY: POSITION/ELEVATION WELL
 GY0172
 GY0172  HISTORY     - Date     Condition        Report By
 GY0172  HISTORY     - 1952     MONUMENTED       CGS
 GY0172  HISTORY     - 1956     GOOD             NGS
 GY0172  HISTORY     - 1981     GOOD             NGS
 GY0172  HISTORY     - 20010626 MARK NOT FOUND   KYDT
 GY0172
 GY0172                          STATION DESCRIPTION
 GY0172
 GY0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0172'1.6 MI SW FROM SIDNEY.
 GY0172'1.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 119 FROM BEVINS SCHOOL
 GY0172'AT SIDNEY, SET VERTICALLY IN 4-FOOT THICK LAYER OF ROCK IN ROCK
 GY0172'CUT, 1 FOOT BELOW TOP OF LAYER OF ROCK, 49 FEET NORTH OF THE
 GY0172'CENTER LINE OF HIGHWAY, 19 FEET NORTHWEST OF NORTH END OF A PIPE
 GY0172'CULVERT WITH STONE HEAD WALLS, 2 FEET ABOVE LEVEL OF HIGHWAY.
 GY0172
 GY0172                          STATION RECOVERY (1981)
 GY0172
 GY0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GY0172'RECOVERED IN GOOD CONDITION.
 GY0172
 GY0172                          STATION RECOVERY (2001)
 GY0172
 GY0172'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1114 ***********************************************************************
 GY1114  DESIGNATION -  B 320
 GY1114  PID         -  GY1114
 GY1114  STATE/COUNTY-  KY/PIKE
 GY1114  USGS QUAD   -  PIKEVILLE (1992)
 GY1114
 GY1114                         *CURRENT SURVEY CONTROL
 GY1114  ___________________________________________________________________
 GY1114* NAD 83(1986)-  37 27 34.     (N)    082 34 04.     (W)     SCALED    
 GY1114* NAVD 88     -       244.314  (meters)     801.55   (feet)  ADJUSTED  
 GY1114  ___________________________________________________________________
 GY1114  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GY1114  DYNAMIC HT  -         244.126 (meters)     800.94  (feet)  COMP
 GY1114  MODELED GRAV-     979,856.5   (mgal)                       NAVD 88
 GY1114
 GY1114  VERT ORDER  -  SECOND    CLASS 0
 GY1114
 GY1114.The horizontal coordinates were scaled from a topographic map and have
 GY1114.an estimated accuracy of +/- 6 seconds.
 GY1114
 GY1114.The orthometric height was determined by differential leveling
 GY1114.and adjusted by the National Geodetic Survey in June 1991..
 GY1114
 GY1114.The geoid height was determined by GEOID03.
 GY1114
 GY1114.The dynamic height is computed by dividing the NAVD 88
 GY1114.geopotential number by the normal gravity value computed on the
 GY1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1114.degrees latitude (g = 980.6199 gals.).
 GY1114
 GY1114.The modeled gravity was interpolated from observed gravity values.
 GY1114
 GY1114;                    North         East    Units  Estimated Accuracy
 GY1114;SPC KY1Z     - 1,129,780.    1,781,470.      MT  (+/- 180 meters Scaled)
 GY1114
 GY1114                          SUPERSEDED SURVEY CONTROL
 GY1114
 GY1114  NGVD 29 (??/??/92)  244.510  (m)          802.20   (f) ADJ UNCH    2 0
 GY1114
 GY1114.Superseded values are not recommended for survey control.
 GY1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1114.See file dsdata.txt to determine how the superseded data were derived.
 GY1114
 GY1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB613469(NAD 83)
 GY1114_MARKER: DB = BENCH MARK DISK
 GY1114_SETTING: 66 = SET IN ROCK OUTCROP
 GY1114_SP_SET: ROCK CLIFF
 GY1114_STAMPING: B 320 1953 802.197
 GY1114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1114+STABILITY: POSITION/ELEVATION WELL
 GY1114
 GY1114  HISTORY     - Date     Condition        Report By
 GY1114  HISTORY     - 1953     MONUMENTED       CGS
 GY1114  HISTORY     - 1956     GOOD             NGS
 GY1114  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY1114
 GY1114                          STATION DESCRIPTION
 GY1114
 GY1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1114'5.4 MI SW FROM PIKEVILLE.
 GY1114'2.2 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY1114'STATION AT PIKEVILLE TO RAILROAD BRIDGE OVER ISLAND CREEK AT
 GY1114'TITAN SIDING, THENCE 1.4 MILES NORTHWEST ALONG A ROAD FOLLOWING
 GY1114'ISLAND CREEK, THENCE 1.85 MILES WEST ALONG ROAD FOLLOWING RIGHT
 GY1114'FORK OF ISLAND CREEK, 0.35 MILE WEST OF A SCHOOL, 0.45 MILE WEST
 GY1114'OF JUNCTION OF A ROAD NORTH, 0.15 MILE EAST OF CONFLUENCE OF
 GY1114'BUCKHORN BRANCH AND RIGHT FORK OF ISLAND CREEK, SET VERTICALLY
 GY1114'ABOUT 3 FEET ABOVE GROUND IN THE NORTH FACE OF A 12-FOOT HIGH
 GY1114'SHALY CLIFF, 8 FEET SOUTH OF CENTER OF ROAD, 50 YARDS EAST OF
 GY1114'WEST END OF CLIFF AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 GY1114
 GY1114                          STATION RECOVERY (1976)
 GY1114
 GY1114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1533 ***********************************************************************
 GY1533  DESIGNATION -  B 321
 GY1533  PID         -  GY1533
 GY1533  STATE/COUNTY-  KY/FLOYD
 GY1533  USGS QUAD   -  HAROLD (1992)
 GY1533
 GY1533                         *CURRENT SURVEY CONTROL
 GY1533  ___________________________________________________________________
 GY1533* NAD 83(1986)-  37 30 21.     (N)    082 42 18.     (W)     SCALED    
 GY1533* NAVD 88     -       313.614  (meters)    1028.92   (feet)  ADJUSTED  
 GY1533  ___________________________________________________________________
 GY1533  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GY1533  DYNAMIC HT  -         313.373 (meters)    1028.12  (feet)  COMP
 GY1533  MODELED GRAV-     979,852.5   (mgal)                       NAVD 88
 GY1533
 GY1533  VERT ORDER  -  SECOND    CLASS 0
 GY1533
 GY1533.The horizontal coordinates were scaled from a topographic map and have
 GY1533.an estimated accuracy of +/- 6 seconds.
 GY1533
 GY1533.The orthometric height was determined by differential leveling
 GY1533.and adjusted by the National Geodetic Survey in June 1991..
 GY1533
 GY1533.The geoid height was determined by GEOID03.
 GY1533
 GY1533.The dynamic height is computed by dividing the NAVD 88
 GY1533.geopotential number by the normal gravity value computed on the
 GY1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1533.degrees latitude (g = 980.6199 gals.).
 GY1533
 GY1533.The modeled gravity was interpolated from observed gravity values.
 GY1533
 GY1533;                    North         East    Units  Estimated Accuracy
 GY1533;SPC KY1Z     - 1,134,520.    1,769,170.      MT  (+/- 180 meters Scaled)
 GY1533
 GY1533                          SUPERSEDED SURVEY CONTROL
 GY1533
 GY1533  NGVD 29 (??/??/92)  313.804  (m)         1029.54   (f) ADJ UNCH    2 0
 GY1533
 GY1533.Superseded values are not recommended for survey control.
 GY1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1533.See file dsdata.txt to determine how the superseded data were derived.
 GY1533
 GY1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB493523(NAD 83)
 GY1533_MARKER: DB = BENCH MARK DISK
 GY1533_SETTING: 66 = SET IN ROCK OUTCROP
 GY1533_SP_SET: ROCK OUTCROP
 GY1533_STAMPING: B 321 1953 1029.539
 GY1533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1533+STABILITY: POSITION/ELEVATION WELL
 GY1533
 GY1533  HISTORY     - Date     Condition        Report By
 GY1533  HISTORY     - 1953     MONUMENTED       CGS
 GY1533  HISTORY     - 1956     GOOD             NGS
 GY1533
 GY1533                          STATION DESCRIPTION
 GY1533
 GY1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1533'5.7 MI W FROM HAROLD.
 GY1533'0.6 MILE WEST ALONG STATE HIGHWAY 979 FROM THE C. AND O. RR.
 GY1533'STATION AT HAROLD, THENCE 3.95 MILES NORTHWEST AND SOUTHWEST
 GY1533'ALONG A ROAD FOLLOWING LITTLE MUD CREEK, THENCE 1.15 MILES
 GY1533'WEST ALONG ROAD FOLLOWING TRACE FORK AND A TRAIL LEADING OVER
 GY1533'GAP INTO SPURLOCK CREEK, ABOUT 190 YARDS NORTHEAST AND DOWNHILL
 GY1533'FROM TOP OF GAP, 23 FEET NORTHWEST OF CENTER OF TRAIL, 8 FEET
 GY1533'NORTHWEST OF A WIRE FENCE, IN THE TOP OF THE HIGHEST POINT OF
 GY1533'THE SOUTHWEST END OF A LARGE SLANTING OUTCROP IN THE SOUTHEAST
 GY1533'EDGE OF AN OPEN FIELD, ABOUT 7 FEET ABOVE LEVEL OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1172 ***********************************************************************
 GY1172  DESIGNATION -  B 323
 GY1172  PID         -  GY1172
 GY1172  STATE/COUNTY-  KY/FLOYD
 GY1172  USGS QUAD   -  WAYLAND (1992)
 GY1172
 GY1172                         *CURRENT SURVEY CONTROL
 GY1172  ___________________________________________________________________
 GY1172* NAD 83(1986)-  37 25 16.     (N)    082 48 26.     (W)     SCALED    
 GY1172* NAVD 88     -       225.259  (meters)     739.04   (feet)  ADJUSTED  
 GY1172  ___________________________________________________________________
 GY1172  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GY1172  DYNAMIC HT  -         225.081 (meters)     738.45  (feet)  COMP
 GY1172  MODELED GRAV-     979,836.5   (mgal)                       NAVD 88
 GY1172
 GY1172  VERT ORDER  -  SECOND    CLASS 0
 GY1172
 GY1172.The horizontal coordinates were scaled from a topographic map and have
 GY1172.an estimated accuracy of +/- 6 seconds.
 GY1172
 GY1172.The orthometric height was determined by differential leveling
 GY1172.and adjusted by the National Geodetic Survey in June 1991..
 GY1172
 GY1172.The geoid height was determined by GEOID03.
 GY1172
 GY1172.The dynamic height is computed by dividing the NAVD 88
 GY1172.geopotential number by the normal gravity value computed on the
 GY1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1172.degrees latitude (g = 980.6199 gals.).
 GY1172
 GY1172.The modeled gravity was interpolated from observed gravity values.
 GY1172
 GY1172;                    North         East    Units  Estimated Accuracy
 GY1172;SPC KY1Z     - 1,124,830.    1,760,430.      MT  (+/- 180 meters Scaled)
 GY1172
 GY1172                          SUPERSEDED SURVEY CONTROL
 GY1172
 GY1172  NGVD 29 (??/??/92)  225.433  (m)          739.61   (f) ADJ UNCH    2 0
 GY1172
 GY1172.Superseded values are not recommended for survey control.
 GY1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1172.See file dsdata.txt to determine how the superseded data were derived.
 GY1172
 GY1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB400431(NAD 83)
 GY1172_MARKER: DB = BENCH MARK DISK
 GY1172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1172_SP_SET: BRIDGE
 GY1172_STAMPING: B 323 1953 739.608
 GY1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1172+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 GY1172
 GY1172  HISTORY     - Date     Condition        Report By
 GY1172  HISTORY     - 1953     MONUMENTED       CGS
 GY1172  HISTORY     - 1956     GOOD             NGS
 GY1172  HISTORY     - 1980     GOOD             DOD
 GY1172  HISTORY     - 20060124 GOOD             KYTC
 GY1172
 GY1172                          STATION DESCRIPTION
 GY1172
 GY1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1172'2.1 MI S FROM WAYLAND.
 GY1172'2.1 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE HIGH SCHOOL AT
 GY1172'WAYLAND, AT THE NORTHEAST END OF A LONG CURVE WITH TANGENTS
 GY1172'EXTENDING NORTHEAST AND NORTH, 0.7 MILE WEST AND NORTHWEST OF
 GY1172'THE FLOYD-KNOTT COUNTY LINE, 58 YARDS SOUTHWEST OF A FOOT BRIDGE
 GY1172'SOUTHEAST ACROSS RIGHT FORK OF BEAVER CREEK TO THE POST OFFICE
 GY1172'AT DEMA, SET VERTICALLY IN THE SOUTHEAST FACE OF A 15-FOOT HIGH
 GY1172'ROCK CUT 4 FEET ABOVE GROUND, 21 FEET NORTHWEST OF THE CENTER
 GY1172'LINE OF HIGHWAY, 52 FEET NORTHEAST OF CENTER OF NORTHWEST END OF
 GY1172'A SKEW 18-INCH PIPE CULVERT WITH CONCRETE HEAD WALLS, ABOUT 4
 GY1172'FEET ABOVE LEVEL OF HIGHWAY.
 GY1172
 GY1172                          STATION RECOVERY (1980)
 GY1172
 GY1172'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1172'RECOVERED IN GOOD CONDITION.
 GY1172
 GY1172                          STATION RECOVERY (2006)
 GY1172
 GY1172'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1027 ***********************************************************************
 GY1027  DESIGNATION -  B 324
 GY1027  PID         -  GY1027
 GY1027  STATE/COUNTY-  KY/LETCHER
 GY1027  USGS QUAD   -  BLACKEY (1992)
 GY1027
 GY1027                         *CURRENT SURVEY CONTROL
 GY1027  ___________________________________________________________________
 GY1027* NAD 83(1986)-  37 11 08.     (N)    082 52 43.     (W)     SCALED    
 GY1027* NAVD 88     -       358.422  (meters)    1175.92   (feet)  ADJUSTED  
 GY1027  ___________________________________________________________________
 GY1027  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GY1027  DYNAMIC HT  -         358.127 (meters)    1174.95  (feet)  COMP
 GY1027  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 GY1027
 GY1027  VERT ORDER  -  SECOND    CLASS 0
 GY1027
 GY1027.The horizontal coordinates were scaled from a topographic map and have
 GY1027.an estimated accuracy of +/- 6 seconds.
 GY1027
 GY1027.The orthometric height was determined by differential leveling
 GY1027.and adjusted by the National Geodetic Survey in June 1991..
 GY1027
 GY1027.The geoid height was determined by GEOID03.
 GY1027
 GY1027.The dynamic height is computed by dividing the NAVD 88
 GY1027.geopotential number by the normal gravity value computed on the
 GY1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1027.degrees latitude (g = 980.6199 gals.).
 GY1027
 GY1027.The modeled gravity was interpolated from observed gravity values.
 GY1027
 GY1027;                    North         East    Units  Estimated Accuracy
 GY1027;SPC KY1Z     - 1,098,510.    1,754,920.      MT  (+/- 180 meters Scaled)
 GY1027
 GY1027                          SUPERSEDED SURVEY CONTROL
 GY1027
 GY1027  NGVD 29 (??/??/92)  358.577  (m)         1176.43   (f) ADJ UNCH    2 0
 GY1027
 GY1027.Superseded values are not recommended for survey control.
 GY1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1027.See file dsdata.txt to determine how the superseded data were derived.
 GY1027
 GY1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB332171(NAD 83)
 GY1027_MARKER: DB = BENCH MARK DISK
 GY1027_SETTING: 66 = SET IN ROCK OUTCROP
 GY1027_SP_SET: ROCK CUT
 GY1027_STAMPING: B 324 1953 1176.431
 GY1027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1027+STABILITY: POSITION/ELEVATION WELL
 GY1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1027+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2002
 GY1027
 GY1027  HISTORY     - Date     Condition        Report By
 GY1027  HISTORY     - 1953     MONUMENTED       CGS
 GY1027  HISTORY     - 1956     GOOD             NGS
 GY1027  HISTORY     - 20020521 GOOD             KYDT
 GY1027
 GY1027                          STATION DESCRIPTION
 GY1027
 GY1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1027'1.6 MI E FROM ISOM.
 GY1027'1.6 MILES EAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 GY1027'STATE HIGHWAY 7 AT ISOM, 0.8 MILE WEST OF COW CREEK SCHOOL AT
 GY1027'TILLIE, 0.9 MILE EAST OF OVERPASS OF THE CHESAPEAKE AND OHIO
 GY1027'RAILROAD OVER THE HIGHWAY, SET VERTICALLY ABOUT 3.5 FEET ABOVE
 GY1027'BOTTOM OF DITCH IN THE NORTHEAST FACE OF AN 8-FOOT HIGH ROCK
 GY1027'CUT, 24.5 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 119 FEET
 GY1027'SOUTHEAST OF SOUTHEAST END OF SOUTHWEST HEAD WALL OF A 4-FOOT
 GY1027'CONCRETE AND STONE BOX CULVERT, 2 FEET ABOVE LEVEL OF HIGHWAY.
 GY1027
 GY1027                          STATION RECOVERY (2002)
 GY1027
 GY1027'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY1027'MARK IS 0.7 MILE EAST ALONG KY 1148 FROM JUNCTION OF KY 15 AT ISOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1154 ***********************************************************************
 GY1154  DESIGNATION -  B 325
 GY1154  PID         -  GY1154
 GY1154  STATE/COUNTY-  KY/LETCHER
 GY1154  USGS QUAD   -  JENKINS WEST (1992)
 GY1154
 GY1154                         *CURRENT SURVEY CONTROL
 GY1154  ___________________________________________________________________
 GY1154* NAD 83(1986)-  37 13 40.     (N)    082 41 58.     (W)     SCALED    
 GY1154* NAVD 88     -       453.838  (meters)    1488.97   (feet)  ADJUSTED  
 GY1154  ___________________________________________________________________
 GY1154  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1154  DYNAMIC HT  -         453.459 (meters)    1487.72  (feet)  COMP
 GY1154  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GY1154
 GY1154  VERT ORDER  -  SECOND    CLASS 0
 GY1154
 GY1154.The horizontal coordinates were scaled from a topographic map and have
 GY1154.an estimated accuracy of +/- 6 seconds.
 GY1154
 GY1154.The orthometric height was determined by differential leveling
 GY1154.and adjusted by the National Geodetic Survey in June 1991..
 GY1154
 GY1154.The geoid height was determined by GEOID03.
 GY1154
 GY1154.The dynamic height is computed by dividing the NAVD 88
 GY1154.geopotential number by the normal gravity value computed on the
 GY1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1154.degrees latitude (g = 980.6199 gals.).
 GY1154
 GY1154.The modeled gravity was interpolated from observed gravity values.
 GY1154
 GY1154;                    North         East    Units  Estimated Accuracy
 GY1154;SPC KY1Z     - 1,103,690.    1,770,670.      MT  (+/- 180 meters Scaled)
 GY1154
 GY1154                          SUPERSEDED SURVEY CONTROL
 GY1154
 GY1154  NGVD 29 (??/??/92)  453.995  (m)         1489.48   (f) ADJ UNCH    2 0
 GY1154
 GY1154.Superseded values are not recommended for survey control.
 GY1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1154.See file dsdata.txt to determine how the superseded data were derived.
 GY1154
 GY1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB492214(NAD 83)
 GY1154_MARKER: DB = BENCH MARK DISK
 GY1154_SETTING: 66 = SET IN ROCK OUTCROP
 GY1154_SP_SET: ROCK CLIFF
 GY1154_STAMPING: B 325 1953 1489.482
 GY1154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1154+STABILITY: POSITION/ELEVATION WELL
 GY1154
 GY1154  HISTORY     - Date     Condition        Report By
 GY1154  HISTORY     - 1953     MONUMENTED       CGS
 GY1154  HISTORY     - 1956     GOOD             NGS
 GY1154
 GY1154                          STATION DESCRIPTION
 GY1154
 GY1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1154'1 MI N FROM HEMPHILL.
 GY1154'1.0 MILE NORTH ALONG ROAD FOLLOWING YOUNTS FORK (EXTENSION OF
 GY1154'STATE HIGHWAY 317) FROM THE JUNCTION OF STATE HIGHWAY 275 AT
 GY1154'HEMPHILL, 0.4 MILE NORTH OF CONFLUENCE OF GRASSY FORK, ABOUT 66
 GY1154'YARDS SOUTH OF A WOODEN DECK BRIDGE OVER YOUNTS FORK, SET
 GY1154'VERTICALLY ABOUT 7 FEET ABOVE LEVEL OF CREEK BED IN THE SMOOTH
 GY1154'EAST FACE OF A 3 1/2-FOOT HIGH AND 10-FOOT WIDE ROCK IN A ROCKY
 GY1154'CLIFF, 44.5 FEET WEST AND ACROSS YOUNTS FORK FROM THE CENTER OF
 GY1154'ROAD, 17 FEET WEST OF CENTER OF CREEK BED AND ABOUT 5 FEET ABOVE
 GY1154'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0969 ***********************************************************************
 GY0969  DESIGNATION -  B 326
 GY0969  PID         -  GY0969
 GY0969  STATE/COUNTY-  KY/LETCHER
 GY0969  USGS QUAD   -  WHITESBURG (1978)
 GY0969
 GY0969                         *CURRENT SURVEY CONTROL
 GY0969  ___________________________________________________________________
 GY0969* NAD 83(1986)-  37 03 57.     (N)    082 47 03.     (W)     SCALED    
 GY0969* NAVD 88     -       519.694  (meters)    1705.03   (feet)  ADJUSTED  
 GY0969  ___________________________________________________________________
 GY0969  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GY0969  DYNAMIC HT  -         519.240 (meters)    1703.54  (feet)  COMP
 GY0969  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 GY0969
 GY0969  VERT ORDER  -  SECOND    CLASS 0
 GY0969
 GY0969.The horizontal coordinates were scaled from a topographic map and have
 GY0969.an estimated accuracy of +/- 6 seconds.
 GY0969
 GY0969.The orthometric height was determined by differential leveling
 GY0969.and adjusted by the National Geodetic Survey in June 1991..
 GY0969
 GY0969.The geoid height was determined by GEOID03.
 GY0969
 GY0969.The dynamic height is computed by dividing the NAVD 88
 GY0969.geopotential number by the normal gravity value computed on the
 GY0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0969.degrees latitude (g = 980.6199 gals.).
 GY0969
 GY0969.The modeled gravity was interpolated from observed gravity values.
 GY0969
 GY0969;                    North         East    Units  Estimated Accuracy
 GY0969;SPC KY1Z     - 1,085,490.    1,763,720.      MT  (+/- 180 meters Scaled)
 GY0969
 GY0969                          SUPERSEDED SURVEY CONTROL
 GY0969
 GY0969  NGVD 29 (??/??/92)  519.828  (m)         1705.47   (f) ADJ UNCH    2 0
 GY0969
 GY0969.Superseded values are not recommended for survey control.
 GY0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0969.See file dsdata.txt to determine how the superseded data were derived.
 GY0969
 GY0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB413036(NAD 83)
 GY0969_MARKER: DB = BENCH MARK DISK
 GY0969_SETTING: 66 = SET IN ROCK OUTCROP
 GY0969_SP_SET: ROCK CUT
 GY0969_STAMPING: B 326 1953 1705.469
 GY0969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0969+STABILITY: POSITION/ELEVATION WELL
 GY0969
 GY0969  HISTORY     - Date     Condition        Report By
 GY0969  HISTORY     - 1953     MONUMENTED       CGS
 GY0969  HISTORY     - 1956     GOOD             NGS
 GY0969
 GY0969                          STATION DESCRIPTION
 GY0969
 GY0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0969'1.8 MI E FROM OVEN FORK.
 GY0969'0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 119 FROM JUNCTION OF STATE
 GY0969'HIGHWAY 806 AT OVEN FORK, THENCE 0.9 MILE EAST ALONG BLACK
 GY0969'TOP ROAD LEADING TO FLAT GAP AND POUND, VIRGINIA, 0.85 MILE
 GY0969'WEST OF SMALL STONE BRIDGE OVER BAD BRANCH, ABOUT 125 YARDS NORTH
 GY0969'OF HUBBARDS GROCERY AND A CURVE WITH TANGENTS EXTENDING NORTH
 GY0969'AND WEST, SET VERTICALLY ABOUT 2 FEET ABOVE GROUND IN THE
 GY0969'NORTHEAST FACE OF A 12-FOOT HIGH ROCK IN A 30-FOOT HIGH CUT, 26
 GY0969'FEET WEST SOUTHWEST OF CENTER OF ROAD, 60 YARDS SOUTH OF NORTH END
 GY0969'OF CUT AND 24-INCH PIPE CULVERT, ABOUT 4 FEET ABOVE LEVEL OF
 GY0969'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0819 ***********************************************************************
 GY0819  DESIGNATION -  B 327
 GY0819  PID         -  GY0819
 GY0819  STATE/COUNTY-  KY/LETCHER
 GY0819  USGS QUAD   -  JENKINS WEST (1992)
 GY0819
 GY0819                         *CURRENT SURVEY CONTROL
 GY0819  ___________________________________________________________________
 GY0819* NAD 83(1986)-  37 10 24.     (N)    082 37 58.     (W)     SCALED    
 GY0819* NAVD 88     -       463.311  (meters)    1520.05   (feet)  ADJUSTED  
 GY0819  ___________________________________________________________________
 GY0819  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GY0819  DYNAMIC HT  -         462.915 (meters)    1518.75  (feet)  COMP
 GY0819  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 GY0819
 GY0819  VERT ORDER  -  SECOND    CLASS 0
 GY0819
 GY0819.The horizontal coordinates were scaled from a topographic map and have
 GY0819.an estimated accuracy of +/- 6 seconds.
 GY0819
 GY0819.The orthometric height was determined by differential leveling
 GY0819.and adjusted by the National Geodetic Survey in June 1991..
 GY0819
 GY0819.The geoid height was determined by GEOID03.
 GY0819
 GY0819.The dynamic height is computed by dividing the NAVD 88
 GY0819.geopotential number by the normal gravity value computed on the
 GY0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0819.degrees latitude (g = 980.6199 gals.).
 GY0819
 GY0819.The modeled gravity was interpolated from observed gravity values.
 GY0819
 GY0819;                    North         East    Units  Estimated Accuracy
 GY0819;SPC KY1Z     - 1,097,850.    1,776,780.      MT  (+/- 180 meters Scaled)
 GY0819
 GY0819                          SUPERSEDED SURVEY CONTROL
 GY0819
 GY0819  NGVD 29 (??/??/92)  463.451  (m)         1520.51   (f) ADJ UNCH    2 0
 GY0819
 GY0819.Superseded values are not recommended for survey control.
 GY0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0819.See file dsdata.txt to determine how the superseded data were derived.
 GY0819
 GY0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB550153(NAD 83)
 GY0819_MARKER: DB = BENCH MARK DISK
 GY0819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0819_SP_SET: BRIDGE
 GY0819_STAMPING: B 327 1953 1520.505
 GY0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0819
 GY0819  HISTORY     - Date     Condition        Report By
 GY0819  HISTORY     - 1953     MONUMENTED       CGS
 GY0819  HISTORY     - 1956     GOOD             NGS
 GY0819
 GY0819                          STATION DESCRIPTION
 GY0819
 GY0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0819'AT JENKINS.
 GY0819'AT JENKINS, 0.1 MILE NORTHEAST OF THE STATION ALONG THE CHESAPEAKE
 GY0819'AND OHIO RAILROAD, ABOUT 183 YARDS NORTHEAST OF MILE POST 28, DUE
 GY0819'NORTHWEST AND ACROSS TRACKS AND U.S. HIGHWAY 23 FROM THE JENKINS
 GY0819'HIGH SCHOOL, 40 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 GY0819'TRACK, IN THE TOP OF THE EAST END OF LOWER PART OF THE SOUTH
 GY0819'CONCRETE ABUTMENT OF ABANDONED ROAD BRIDGE NOW USED AS FOOT BRIDGE
 GY0819'OVER ELKHORN CREEK, ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1326 ***********************************************************************
 GA1326  DESIGNATION -  B 328
 GA1326  PID         -  GA1326
 GA1326  STATE/COUNTY-  KY/HARLAN
 GA1326  USGS QUAD   -  BENHAM (1979)
 GA1326
 GA1326                         *CURRENT SURVEY CONTROL
 GA1326  ___________________________________________________________________
 GA1326* NAD 83(1986)-  36 54 05.     (N)    082 56 27.     (W)     SCALED    
 GA1326* NAVD 88     -      1156.752  (meters)    3795.11   (feet)  ADJUSTED  
 GA1326  ___________________________________________________________________
 GA1326  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA1326  DYNAMIC HT  -        1155.722 (meters)    3791.73  (feet)  COMP
 GA1326  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GA1326
 GA1326  VERT ORDER  -  SECOND    CLASS 0
 GA1326
 GA1326.The horizontal coordinates were scaled from a topographic map and have
 GA1326.an estimated accuracy of +/- 6 seconds.
 GA1326
 GA1326.The orthometric height was determined by differential leveling
 GA1326.and adjusted by the National Geodetic Survey in June 1991..
 GA1326
 GA1326.The geoid height was determined by GEOID03.
 GA1326
 GA1326.The dynamic height is computed by dividing the NAVD 88
 GA1326.geopotential number by the normal gravity value computed on the
 GA1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1326.degrees latitude (g = 980.6199 gals.).
 GA1326
 GA1326.The modeled gravity was interpolated from observed gravity values.
 GA1326
 GA1326;                    North         East    Units  Estimated Accuracy
 GA1326;SPC KY1Z     - 1,066,820.    1,750,350.      MT  (+/- 180 meters Scaled)
 GA1326
 GA1326                          SUPERSEDED SURVEY CONTROL
 GA1326
 GA1326  NGVD 29 (??/??/92) 1156.901  (m)         3795.60   (f) ADJ UNCH    2 0
 GA1326
 GA1326.Superseded values are not recommended for survey control.
 GA1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1326.See file dsdata.txt to determine how the superseded data were derived.
 GA1326
 GA1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA270856(NAD 83)
 GA1326_MARKER: DB = BENCH MARK DISK
 GA1326_SETTING: 66 = SET IN ROCK OUTCROP
 GA1326_SP_SET: ROCK OUTCROP
 GA1326_STAMPING: B 328 1953 3759.599
 GA1326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1326+STABILITY: POSITION/ELEVATION WELL
 GA1326
 GA1326  HISTORY     - Date     Condition        Report By
 GA1326  HISTORY     - 1953     MONUMENTED       CGS
 GA1326  HISTORY     - 1956     GOOD             NGS
 GA1326
 GA1326                          STATION DESCRIPTION
 GA1326
 GA1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1326'12.4 MI E FROM LOUELLEN.
 GA1326'12.45 MILES NORTHEAST AND EAST ALONG ROAD FOLLOWING FUGITT CREEK
 GA1326'AND UP WEST SLOPE AND OVER TOP OF BLACK MOUNTAIN FROM THE JUNCTION
 GA1326'OF STATE HIGHWAY 38 AND SCHOOL AT LOUELLEN, 0.55 MILE WEST OF A
 GA1326'ROCK FORMATION LOCALLY KNOWN AS ROCKHOUSE, 0.2 MILE SOUTHEAST
 GA1326'AND UPHILL FROM JUNCTION OF A ROAD SOUTH AND DOWNHILL, SET IN
 GA1326'THE TOP AND NEAR THE NORTHEAST CORNER AND THE HIGHEST POINT OF A
 GA1326'4 1/2-FOOT HIGH AND 25 BY 20-FOOT OUTCROP, 85 FEET SOUTHEAST OF
 GA1326'SMOOTH FLAT ROCK IN ROAD, 65 FEET SOUTH AND ACROSS ROAD FROM A
 GA1326'2-FOOT OAK TREE WITH BARK PEELED ON THE EAST FACE, 46 FEET
 GA1326'SOUTHWEST OF CENTER OF ROAD, 2 FEET SOUTHWEST OF HIGHEST POINT
 GA1326'OF OUTCROP AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1701 ***********************************************************************
 GA1701  DESIGNATION -  B 329
 GA1701  PID         -  GA1701
 GA1701  STATE/COUNTY-  KY/HARLAN
 GA1701  USGS QUAD   -  EVARTS (1954)
 GA1701
 GA1701                         *CURRENT SURVEY CONTROL
 GA1701  ___________________________________________________________________
 GA1701* NAD 83(1986)-  36 52 16.     (N)    083 10 46.     (W)     SCALED    
 GA1701* NAVD 88     -       398.986  (meters)    1309.01   (feet)  ADJUSTED  
 GA1701  ___________________________________________________________________
 GA1701  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA1701  DYNAMIC HT  -         398.636 (meters)    1307.86  (feet)  COMP
 GA1701  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 GA1701
 GA1701  VERT ORDER  -  SECOND    CLASS 0
 GA1701
 GA1701.The horizontal coordinates were scaled from a topographic map and have
 GA1701.an estimated accuracy of +/- 6 seconds.
 GA1701
 GA1701.The orthometric height was determined by differential leveling
 GA1701.and adjusted by the National Geodetic Survey in June 1991..
 GA1701
 GA1701.The geoid height was determined by GEOID03.
 GA1701
 GA1701.The dynamic height is computed by dividing the NAVD 88
 GA1701.geopotential number by the normal gravity value computed on the
 GA1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1701.degrees latitude (g = 980.6199 gals.).
 GA1701
 GA1701.The modeled gravity was interpolated from observed gravity values.
 GA1701
 GA1701;                    North         East    Units  Estimated Accuracy
 GA1701;SPC KY1Z     - 1,062,840.    1,729,180.      MT  (+/- 180 meters Scaled)
 GA1701
 GA1701                          SUPERSEDED SURVEY CONTROL
 GA1701
 GA1701  NGVD 29 (??/??/92)  399.129  (m)         1309.48   (f) ADJ UNCH    2 0
 GA1701
 GA1701.Superseded values are not recommended for survey control.
 GA1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1701.See file dsdata.txt to determine how the superseded data were derived.
 GA1701
 GA1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA057827(NAD 83)
 GA1701_MARKER: DB = BENCH MARK DISK
 GA1701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1701_SP_SET: CULVERT
 GA1701_STAMPING: B 329 1953 1309.476
 GA1701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1701+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 GA1701
 GA1701  HISTORY     - Date     Condition        Report By
 GA1701  HISTORY     - 1953     MONUMENTED       CGS
 GA1701  HISTORY     - 1956     POOR             NGS
 GA1701  HISTORY     - 20010514 GOOD             KYDT
 GA1701
 GA1701                          STATION DESCRIPTION
 GA1701
 GA1701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1701'1 MI NE FROM EVARTS.
 GA1701'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 38 FROM THE RAILROAD
 GA1701'STATION AT EVARTS, SET IN THE TOP OF THE NORTHEAST END OF THE
 GA1701'SOUTHEAST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT FOR A SMALL
 GA1701'HOLLOW BETWEEN TWO 30-FOOT HIGH ROCK CUTS, 13 FEET SOUTHEAST
 GA1701'OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 GA1701
 GA1701                          STATION RECOVERY (2001)
 GA1701
 GA1701'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1701'END OF HEADWALL IS BROKEN OFF BACK TO MARK, STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0094 ***********************************************************************
 HZ0094  DESIGNATION -  B 33
 HZ0094  PID         -  HZ0094
 HZ0094  STATE/COUNTY-  KY/NICHOLAS
 HZ0094  USGS QUAD   -  CARLISLE (1979)
 HZ0094
 HZ0094                         *CURRENT SURVEY CONTROL
 HZ0094  ___________________________________________________________________
 HZ0094* NAD 83(1986)-  38 18 41.     (N)    084 01 44.     (W)     SCALED    
 HZ0094* NAVD 88     -       257.152  (meters)     843.67   (feet)  ADJUSTED  
 HZ0094  ___________________________________________________________________
 HZ0094  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HZ0094  DYNAMIC HT  -         256.967 (meters)     843.07  (feet)  COMP
 HZ0094  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 HZ0094
 HZ0094  VERT ORDER  -  SECOND    CLASS 0
 HZ0094
 HZ0094.The horizontal coordinates were scaled from a topographic map and have
 HZ0094.an estimated accuracy of +/- 6 seconds.
 HZ0094
 HZ0094.The orthometric height was determined by differential leveling
 HZ0094.and adjusted by the National Geodetic Survey in June 1991..
 HZ0094
 HZ0094.The geoid height was determined by GEOID03.
 HZ0094
 HZ0094.The dynamic height is computed by dividing the NAVD 88
 HZ0094.geopotential number by the normal gravity value computed on the
 HZ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0094.degrees latitude (g = 980.6199 gals.).
 HZ0094
 HZ0094.The modeled gravity was interpolated from observed gravity values.
 HZ0094
 HZ0094;                    North         East    Units  Estimated Accuracy
 HZ0094;SPC KY1Z     - 1,220,920.    1,650,510.      MT  (+/- 180 meters Scaled)
 HZ0094
 HZ0094                          SUPERSEDED SURVEY CONTROL
 HZ0094
 HZ0094  NGVD 29 (??/??/92)  257.338  (m)          844.28   (f) ADJ UNCH    2 0
 HZ0094
 HZ0094.Superseded values are not recommended for survey control.
 HZ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0094.See file dsdata.txt to determine how the superseded data were derived.
 HZ0094
 HZ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH597445(NAD 83)
 HZ0094_MARKER: DB = BENCH MARK DISK
 HZ0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0094_SP_SET: BUILDING
 HZ0094_STAMPING: B 33 1935 844.283
 HZ0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0094+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 HZ0094
 HZ0094  HISTORY     - Date     Condition        Report By
 HZ0094  HISTORY     - 1935     MONUMENTED       CGS
 HZ0094  HISTORY     - 1955     GOOD             NGS
 HZ0094  HISTORY     - 20020612 GOOD             KYDT
 HZ0094
 HZ0094                          STATION DESCRIPTION
 HZ0094
 HZ0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0094'AT CARLISLE.
 HZ0094'AT CARLISLE, IN THE SOUTH WALL OF THE LOUISVILLE AND NASHVILLE
 HZ0094'RAILROAD STATION, (NOW USED AS NEWS PAPER OFFICE) 35 FEET EAST
 HZ0094'OF THE CENTER OF LOCUST STREET, 24.3 FEET NORTH OF THE NORTH
 HZ0094'RAIL, 4 FEET ABOVE THE PLATFORM AND SET VERTICAL.
 HZ0094
 HZ0094                          STATION RECOVERY (2002)
 HZ0094
 HZ0094'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1688 ***********************************************************************
 GA1688  DESIGNATION -  B 330
 GA1688  PID         -  GA1688
 GA1688  STATE/COUNTY-  KY/HARLAN
 GA1688  USGS QUAD   -  LOUELLEN (1982)
 GA1688
 GA1688                         *CURRENT SURVEY CONTROL
 GA1688  ___________________________________________________________________
 GA1688* NAD 83(1986)-  36 54 06.     (N)    083 04 04.     (W)     SCALED    
 GA1688* NAVD 88     -       474.851  (meters)    1557.91   (feet)  ADJUSTED  
 GA1688  ___________________________________________________________________
 GA1688  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA1688  DYNAMIC HT  -         474.435 (meters)    1556.54  (feet)  COMP
 GA1688  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 GA1688
 GA1688  VERT ORDER  -  SECOND    CLASS 0
 GA1688
 GA1688.The horizontal coordinates were scaled from a topographic map and have
 GA1688.an estimated accuracy of +/- 6 seconds.
 GA1688
 GA1688.The orthometric height was determined by differential leveling
 GA1688.and adjusted by the National Geodetic Survey in June 1991..
 GA1688
 GA1688.The geoid height was determined by GEOID03.
 GA1688
 GA1688.The dynamic height is computed by dividing the NAVD 88
 GA1688.geopotential number by the normal gravity value computed on the
 GA1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1688.degrees latitude (g = 980.6199 gals.).
 GA1688
 GA1688.The modeled gravity was interpolated from observed gravity values.
 GA1688
 GA1688;                    North         East    Units  Estimated Accuracy
 GA1688;SPC KY1Z     - 1,066,510.    1,739,040.      MT  (+/- 180 meters Scaled)
 GA1688
 GA1688                          SUPERSEDED SURVEY CONTROL
 GA1688
 GA1688  NGVD 29 (??/??/92)  474.990  (m)         1558.36   (f) ADJ UNCH    2 0
 GA1688
 GA1688.Superseded values are not recommended for survey control.
 GA1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1688.See file dsdata.txt to determine how the superseded data were derived.
 GA1688
 GA1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA157859(NAD 83)
 GA1688_MARKER: DB = BENCH MARK DISK
 GA1688_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1688_SP_SET: WALL
 GA1688_STAMPING: B 330 1953 1558.363
 GA1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1688
 GA1688  HISTORY     - Date     Condition        Report By
 GA1688  HISTORY     - 1953     MONUMENTED       CGS
 GA1688  HISTORY     - 1956     GOOD             NGS
 GA1688
 GA1688                          STATION DESCRIPTION
 GA1688
 GA1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1688'1.4 MI E FROM LOUELLEN.
 GA1688'ABOUT 1.35 MILES EAST ALONG STATE HIGHWAY 38 FROM THE SCHOOL
 GA1688'AT LOUELLEN, ABOUT 0.2 MILE SOUTHEAST OF THE POST OFFICE AND
 GA1688'STORE AT CLOSPLINT, ABOUT 0.1 MILE NORTHWEST OF CLOVER SPLINT
 GA1688'MINE TIPPLE, IN THE TOP AND 1/2 FOOT NORTHWEST OF THE SOUTHEAST
 GA1688'END OF A CONCRETE RETAINING WALL WHICH IS BETWEEN THE HIGHWAY
 GA1688'AND THE LOUISVILLE AND NASHVILLE RAILROAD, 16 FEET NORTHEAST
 GA1688'OF CENTER LINE OF HIGHWAY AND ABOUT 5 1/2 FEET ABOVE LEVEL
 GA1688'OF HIGHWAY.
 GA1688
 GA1688                          STATION RECOVERY (1956)
 GA1688
 GA1688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0970 ***********************************************************************
 HA0970  DESIGNATION -  B 331
 HA0970  PID         -  HA0970
 HA0970  STATE/COUNTY-  KY/UNION
 HA0970  USGS QUAD   -  UNIONTOWN (1981)
 HA0970
 HA0970                         *CURRENT SURVEY CONTROL
 HA0970  ___________________________________________________________________
 HA0970* NAD 83(1986)-  37 51 09.     (N)    087 54 23.     (W)     SCALED    
 HA0970* NAVD 88     -       107.689  (meters)     353.31   (feet)  ADJUSTED  
 HA0970  ___________________________________________________________________
 HA0970  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HA0970  DYNAMIC HT  -         107.615 (meters)     353.07  (feet)  COMP
 HA0970  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 HA0970
 HA0970  VERT ORDER  -  FIRST     CLASS II
 HA0970
 HA0970.The horizontal coordinates were scaled from a topographic map and have
 HA0970.an estimated accuracy of +/- 6 seconds.
 HA0970
 HA0970.The orthometric height was determined by differential leveling
 HA0970.and adjusted by the National Geodetic Survey in June 1991..
 HA0970
 HA0970.The geoid height was determined by GEOID03.
 HA0970
 HA0970.The dynamic height is computed by dividing the NAVD 88
 HA0970.geopotential number by the normal gravity value computed on the
 HA0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0970.degrees latitude (g = 980.6199 gals.).
 HA0970
 HA0970.The modeled gravity was interpolated from observed gravity values.
 HA0970
 HA0970;                    North         East    Units  Estimated Accuracy
 HA0970;SPC KY1Z     - 1,170,790.    1,310,260.      MT  (+/- 180 meters Scaled)
 HA0970
 HA0970                          SUPERSEDED SURVEY CONTROL
 HA0970
 HA0970  NGVD 29 (??/??/92)  107.790  (m)          353.64   (f) ADJ UNCH    1 2
 HA0970
 HA0970.Superseded values are not recommended for survey control.
 HA0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0970.See file dsdata.txt to determine how the superseded data were derived.
 HA0970
 HA0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG202898(NAD 83)
 HA0970_MARKER: DB = BENCH MARK DISK
 HA0970_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0970_SP_SET: CONCRETE PUMP
 HA0970_STAMPING: B 331 1953
 HA0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0970
 HA0970  HISTORY     - Date     Condition        Report By
 HA0970  HISTORY     - 1953     MONUMENTED       CGS
 HA0970  HISTORY     - 1964     GOOD             FAS
 HA0970
 HA0970                          STATION DESCRIPTION
 HA0970
 HA0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0970'7.4 MI NE FROM UNIONTOWN.
 HA0970'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 360 FROM THE
 HA0970'INTERSECTION OF MAIN STREET AT UNIONTOWN, THENCE ABOUT 5.65 MILES
 HA0970'NORTHEAST AND NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 1.15 MILES
 HA0970'WEST AND NORTHWEST ALONG A ROAD FOLLOWING THE OHIO RIVER UPSTREAM,
 HA0970'ON THE LEFT BANK OF OHIO RIVER, IN THE TOP OF THE SOUTHEAST SIDE
 HA0970'OF THE CONCRETE PUMP BASE OF GULF OIL COMPANY WELL NO. 22, 106
 HA0970'FEET SOUTHWEST OF CENTER LINE OF ROAD, 138 FEET SOUTH-SOUTHWEST OF
 HA0970'A POWER LINE POLE AND ABOUT 1 FOOT ABOVE GROUND LEVEL.
 HA0970
 HA0970                          STATION RECOVERY (1964)
 HA0970
 HA0970'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0655 ***********************************************************************
 HA0655  DESIGNATION -  B 332
 HA0655  PID         -  HA0655
 HA0655  STATE/COUNTY-  KY/DAVIESS
 HA0655  USGS QUAD   -  OWENSBORO WEST (1980)
 HA0655
 HA0655                         *CURRENT SURVEY CONTROL
 HA0655  ___________________________________________________________________
 HA0655* NAD 83(1986)-  37 46 23.     (N)    087 07 30.     (W)     SCALED    
 HA0655* NAVD 88     -       121.092  (meters)     397.28   (feet)  ADJUSTED  
 HA0655  ___________________________________________________________________
 HA0655  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HA0655  DYNAMIC HT  -         121.009 (meters)     397.01  (feet)  COMP
 HA0655  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 HA0655
 HA0655  VERT ORDER  -  FIRST     CLASS II
 HA0655
 HA0655.The horizontal coordinates were scaled from a topographic map and have
 HA0655.an estimated accuracy of +/- 6 seconds.
 HA0655
 HA0655.The orthometric height was determined by differential leveling
 HA0655.and adjusted by the National Geodetic Survey in June 1991..
 HA0655
 HA0655.The geoid height was determined by GEOID03.
 HA0655
 HA0655.The dynamic height is computed by dividing the NAVD 88
 HA0655.geopotential number by the normal gravity value computed on the
 HA0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0655.degrees latitude (g = 980.6199 gals.).
 HA0655
 HA0655.The modeled gravity was interpolated from observed gravity values.
 HA0655
 HA0655;                    North         East    Units  Estimated Accuracy
 HA0655;SPC KY1Z     - 1,160,680.    1,378,880.      MT  (+/- 180 meters Scaled)
 HA0655
 HA0655                          SUPERSEDED SURVEY CONTROL
 HA0655
 HA0655  NGVD 29 (??/??/92)  121.193  (m)          397.61   (f) ADJ UNCH    1 2
 HA0655
 HA0655.Superseded values are not recommended for survey control.
 HA0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0655.See file dsdata.txt to determine how the superseded data were derived.
 HA0655
 HA0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG889806(NAD 83)
 HA0655_MARKER: DB = BENCH MARK DISK
 HA0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0655_STAMPING: B 332 1953
 HA0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0655+STABILITY: SURFACE MOTION
 HA0655
 HA0655  HISTORY     - Date     Condition        Report By
 HA0655  HISTORY     - 1953     MONUMENTED       CGS
 HA0655
 HA0655                          STATION DESCRIPTION
 HA0655
 HA0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0655'AT OWENSBORO.
 HA0655'AT OWENSBORO, AT THE INTERSECTION OF WEST THIRD AND ORCHARD
 HA0655'AVENUE, IN THE TOP OF CONCRETE LEDGE OF WEST FOUNDATION OF NEW
 HA0655'ADDITION OF EATON MEMORIAL BAPTIST CHURCH, 31.8 FEET NORTH OF
 HA0655'SOUTHWEST CORNER OF BUILDING, 0.8 FOOT SOUTHWEST OF NORTHWEST
 HA0655'CORNER OF NEW ADDITION AND ABOUT 1/4 FOOT ABOVE LEVEL OF SIDE
 HA0655'WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0409 ***********************************************************************
 HA0409  FBN         -  This is a Federal Base Network Control Station.
 HA0409  DESIGNATION -  B 333
 HA0409  PID         -  HA0409
 HA0409  STATE/COUNTY-  KY/HANCOCK
 HA0409  USGS QUAD   -  LEWISPORT (1967)
 HA0409
 HA0409                         *CURRENT SURVEY CONTROL
 HA0409  ___________________________________________________________________
 HA0409* NAD 83(1993)-  37 55 59.09861(N)    086 54 42.78160(W)     ADJUSTED  
 HA0409* NAVD 88     -       120.548  (meters)     395.50   (feet)  ADJUSTED  
 HA0409  ___________________________________________________________________
 HA0409  X           -     271,355.492 (meters)                     COMP
 HA0409  Y           -  -5,029,754.503 (meters)                     COMP
 HA0409  Z           -   3,899,643.105 (meters)                     COMP
 HA0409  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 HA0409  ELLIP HEIGHT-          89.09  (meters)          (11/03/04) GPS OBS
 HA0409  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HA0409  DYNAMIC HT  -         120.466 (meters)     395.23  (feet)  COMP
 HA0409  MODELED GRAV-     979,947.2   (mgal)                       NAVD 88
 HA0409
 HA0409  HORZ ORDER  -  B
 HA0409  VERT ORDER  -  FIRST     CLASS II
 HA0409  ELLP ORDER  -  THIRD     CLASS I
 HA0409
 HA0409.The horizontal coordinates were established by GPS observations
 HA0409.and adjusted by the National Geodetic Survey in September 1994..
 HA0409
 HA0409.The orthometric height was determined by differential leveling
 HA0409.and adjusted by the National Geodetic Survey in June 1991..
 HA0409
 HA0409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA0409
 HA0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0409
 HA0409.The ellipsoidal height was determined by GPS observations
 HA0409.and is referenced to NAD 83.
 HA0409
 HA0409.The geoid height was determined by GEOID03.
 HA0409
 HA0409.The dynamic height is computed by dividing the NAVD 88
 HA0409.geopotential number by the normal gravity value computed on the
 HA0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0409.degrees latitude (g = 980.6199 gals.).
 HA0409
 HA0409.The modeled gravity was interpolated from observed gravity values.
 HA0409
 HA0409;                    North         East     Units Scale Factor Converg.
 HA0409;SPC KY1Z     - 1,178,179.895 1,397,868.525   MT  0.99990543   -0 42 48.1
 HA0409;SPC KY1Z     - 3,865,411.87  4,586,173.65   sFT  0.99990543   -0 42 48.1
 HA0409;SPC KY S     -   678,165.676   397,858.806   MT  0.99999995   -0 42 16.7
 HA0409;SPC KY S     - 2,224,948.56  1,305,308.43   sFT  0.99999995   -0 42 16.7
 HA0409;SPC IN W     -   298,080.622   915,072.013   MT  0.99996946   +0 06 19.4
 HA0409;SPC IN W     -   977,952.84  3,002,198.76   sFT  0.99996946   +0 06 19.4
 HA0409;UTM  16      - 4,198,394.137   507,743.394   MT  0.99960074   +0 03 15.0
 HA0409
 HA0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0409!SPC KY1Z     -   0.99998602  x   0.99990543  =   0.99989145
 HA0409!SPC KY S     -   0.99998602  x   0.99999995  =   0.99998597
 HA0409!SPC IN W     -   0.99998602  x   0.99996946  =   0.99995548
 HA0409!UTM  16      -   0.99998602  x   0.99960074  =   0.99958677
 HA0409
 HA0409                          SUPERSEDED SURVEY CONTROL
 HA0409
 HA0409  ELLIP H (09/07/94)   89.12   (m)                       GP(       ) 4 1
 HA0409  NAVD 88 (09/07/94)  120.55   (m)          395.5    (f) LEVELING    3  
 HA0409  NGVD 29 (??/??/92)  120.652  (m)          395.84   (f) ADJ UNCH    1 2
 HA0409
 HA0409.Superseded values are not recommended for survey control.
 HA0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0409.See file dsdata.txt to determine how the superseded data were derived.
 HA0409
 HA0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0774398394(NAD 83)
 HA0409_MARKER: DB = BENCH MARK DISK
 HA0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0409_SP_SET: CONCRETE POST
 HA0409_STAMPING: B 333 1953
 HA0409_MARK LOGO: CGS   
 HA0409_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0409+STABILITY: SURFACE MOTION
 HA0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0409+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 HA0409
 HA0409  HISTORY     - Date     Condition        Report By
 HA0409  HISTORY     - 1953     MONUMENTED       CGS
 HA0409  HISTORY     - 19931205 GOOD             NGS
 HA0409  HISTORY     - 19940210 GOOD
 HA0409  HISTORY     - 19951130 GOOD             LOWE
 HA0409  HISTORY     - 19970903 GOOD             NGS
 HA0409  HISTORY     - 20011008 GOOD             KYDT
 HA0409  HISTORY     - 20030110 GOOD             WOOLPT
 HA0409  HISTORY     - 20030312 GOOD             USACEN
 HA0409  HISTORY     - 20030616 GOOD             KYTC
 HA0409
 HA0409                          STATION DESCRIPTION
 HA0409
 HA0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0409'0.6 MI SW FROM LEWISPORT.
 HA0409'ABOUT 0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE MAIN
 HA0409'CROSSROADS AT LEWISPORT, ABOUT 0.15 MILE SOUTHWEST OF JUNCTION
 HA0409'OF STATE HIGHWAY 334, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HA0409'EXTENDING EAST-NORTHEAST AND SOUTH-SOUTHWEST, 28 1/2 FEET
 HA0409'NORTHWEST OF CENTER LINE OF HIGHWAY, 99 1/2 FEET SOUTH-SOUTHWEST
 HA0409'OF SOUTH CORNER OF A 1-STORY FRAME HOUSE, 24 1/2 FEET SOUTHWEST
 HA0409'OF A LONG 30-INCH OAK TREE, 12 FEET NORTHEAST OF CENTER LINE
 HA0409'OF A FARM DRIVE NORTHWEST, 7 FEET NORTH OF NORTHEAST END OF A
 HA0409'14-INCH CONCRETE PIPE CULVERT UNDER FARM DRIVE, 2 FEET SOUTHWEST
 HA0409'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET
 HA0409'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HA0409
 HA0409                          STATION RECOVERY (1993)
 HA0409
 HA0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HA0409'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTHEAST OF OWENSBORO,
 HA0409'1.0 MI (1.6 KM) SOUTH OF THE OHIO RIVER AND IN THE WEST SECTION OF
 HA0409'LEWISPORT. OWNERSHIP--HIGHWAY RIGHT OF WAY.
 HA0409'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HA0409'ROUTE 657 IN LEWISPORT, GO NORTH ON STATE ROUTE 657 FOR 0.7 MI
 HA0409'(1.1 KM) TO A RAILROAD CROSSING.  CONTINUE AHEAD ON STATE ROUTE 657
 HA0409'FOR 0.3 MI (0.5 KM) TO A PAVED ROAD LEFT.  TURN LEFT AND GO WEST ON
 HA0409'STATE ROUTE 334 (PELL) FOR 0.5 MI (0.8 KM) TO THE STATION ON THE
 HA0409'RIGHT IN THE SIDEWALK.
 HA0409'LOCATED 37.4 M (122.7 FT) EAST-NORTHEAST FROM THE CENTERLINE OF SANDS
 HA0409'DRIVE, 8.8 M (28.9 FT) NORTHWEST FROM THE CENTERLINE OF STATE ROUTE
 HA0409'334 (PELL STREET), 2.3 M (7.5 FT) SOUTH FROM THE CENTER OF A ROUND
 HA0409'WATER METER COVER, AND 0.6 M (2.0 FT) SOUTH FROM THE NORTH EDGE OF
 HA0409'THE SIDEWALK.
 HA0409'NOTE, THE SIDEWALK WAS BUILT AROUND THE STATION NOT DISTURBING THE
 HA0409'CONCRETE POST.
 HA0409'CONTACT LOCAL SURVEYOR JAMES C. MCDANIEL, ROUTE 2, BOX 1502 LEWISPORT,
 HA0409'KY 42351.  PHONE 502-295-3561 BEFORE OCCUPATION.
 HA0409
 HA0409                          STATION RECOVERY (1994)
 HA0409
 HA0409'RECOVERED 1994
 HA0409'RECOVERED IN GOOD CONDITION.
 HA0409
 HA0409                          STATION RECOVERY (1995)
 HA0409
 HA0409'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HA0409'RECOVERED AS DESCRIBED.
 HA0409
 HA0409                          STATION RECOVERY (1997)
 HA0409
 HA0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HA0409'RECOVERED AS DESCRIBED.
 HA0409
 HA0409                          STATION RECOVERY (2001)
 HA0409
 HA0409'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (HE)
 HA0409'RECOVERED IN GOOD CONDITION.
 HA0409
 HA0409                          STATION RECOVERY (2003)
 HA0409
 HA0409'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HA0409'RECOVERED AS DESCRIBED.
 HA0409
 HA0409                          STATION RECOVERY (2003)
 HA0409
 HA0409'RECOVERY NOTE BY COE NASHVILLE 2003 (PNB)
 HA0409'RECOVERED IN GOOD CONDITION AS DESCRIBED
 HA0409
 HA0409                          STATION RECOVERY (2003)
 HA0409
 HA0409'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2003 (PS)
 HA0409'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1397 ***********************************************************************
 HZ1397  DESIGNATION -  B 334
 HZ1397  PID         -  HZ1397
 HZ1397  STATE/COUNTY-  KY/JEFFERSON
 HZ1397  USGS QUAD   -  VALLEY STATION (1993)
 HZ1397
 HZ1397                         *CURRENT SURVEY CONTROL
 HZ1397  ___________________________________________________________________
 HZ1397* NAD 83(1986)-  38 06 05.     (N)    085 51 55.     (W)     SCALED    
 HZ1397* NAVD 88     -       139.036  (meters)     456.15   (feet)  ADJUSTED  
 HZ1397  ___________________________________________________________________
 HZ1397  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HZ1397  DYNAMIC HT  -         138.940 (meters)     455.84  (feet)  COMP
 HZ1397  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 HZ1397
 HZ1397  VERT ORDER  -  FIRST     CLASS II
 HZ1397
 HZ1397.The horizontal coordinates were scaled from a topographic map and have
 HZ1397.an estimated accuracy of +/- 6 seconds.
 HZ1397
 HZ1397.The orthometric height was determined by differential leveling
 HZ1397.and adjusted by the National Geodetic Survey in June 1991..
 HZ1397
 HZ1397.The geoid height was determined by GEOID03.
 HZ1397
 HZ1397.The dynamic height is computed by dividing the NAVD 88
 HZ1397.geopotential number by the normal gravity value computed on the
 HZ1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1397.degrees latitude (g = 980.6199 gals.).
 HZ1397
 HZ1397.The modeled gravity was interpolated from observed gravity values.
 HZ1397
 HZ1397;                    North         East    Units  Estimated Accuracy
 HZ1397;SPC KY1Z     - 1,196,230.    1,489,890.      MT  (+/- 180 meters Scaled)
 HZ1397
 HZ1397                          SUPERSEDED SURVEY CONTROL
 HZ1397
 HZ1397  NGVD 29 (??/??/92)  139.176  (m)          456.61   (f) ADJ UNCH    1 2
 HZ1397
 HZ1397.Superseded values are not recommended for survey control.
 HZ1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1397.See file dsdata.txt to determine how the superseded data were derived.
 HZ1397
 HZ1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH994176(NAD 83)
 HZ1397_MARKER: DB = BENCH MARK DISK
 HZ1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1397_STAMPING: B 334 1953
 HZ1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1397+STABILITY: SURFACE MOTION
 HZ1397
 HZ1397  HISTORY     - Date     Condition        Report By
 HZ1397  HISTORY     - 1953     MONUMENTED       CGS
 HZ1397
 HZ1397                          STATION DESCRIPTION
 HZ1397
 HZ1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HZ1397'5.4 MI NE FROM KOSMOSDALE.
 HZ1397'ABOUT 5.4 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HZ1397'THE STATION AT KOSMOSDALE, ABOUT 0.4 MILE SOUTH OF VALLEY STATION,
 HZ1397'AT THE CROSSING OF A PRIVATE ROAD (EXTENSION OF ASHBY LANE), 39 1/2
 HZ1397'FEET WEST OF WEST RAIL, 54 FEET NORTHWEST OF CENTER OF CROSSING,
 HZ1397'23 FEET NORTH OF CENTER LINE OF PRIVATE ROAD, 61 FEET NORTH-NORTHWEST
 HZ1397'OF TELEPHONE POLE NO. 460, 1 1/2 FEET NORTH OF A WHITE WOODEN
 HZ1397'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP
 HZ1397'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0987 ***********************************************************************
 HA0987  DESIGNATION -  B 335
 HA0987  PID         -  HA0987
 HA0987  STATE/COUNTY-  KY/HENDERSON
 HA0987  USGS QUAD   -  WILSON (1993)
 HA0987
 HA0987                         *CURRENT SURVEY CONTROL
 HA0987  ___________________________________________________________________
 HA0987* NAD 83(1986)-  37 52 10.     (N)    087 44 45.     (W)     SCALED    
 HA0987* NAVD 88     -       110.594  (meters)     362.84   (feet)  ADJUSTED  
 HA0987  ___________________________________________________________________
 HA0987  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HA0987  DYNAMIC HT  -         110.517 (meters)     362.59  (feet)  COMP
 HA0987  MODELED GRAV-     979,937.0   (mgal)                       NAVD 88
 HA0987
 HA0987  VERT ORDER  -  FIRST     CLASS II
 HA0987
 HA0987.The horizontal coordinates were scaled from a topographic map and have
 HA0987.an estimated accuracy of +/- 6 seconds.
 HA0987
 HA0987.The orthometric height was determined by differential leveling
 HA0987.and adjusted by the National Geodetic Survey in June 1991..
 HA0987
 HA0987.The geoid height was determined by GEOID03.
 HA0987
 HA0987.The dynamic height is computed by dividing the NAVD 88
 HA0987.geopotential number by the normal gravity value computed on the
 HA0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0987.degrees latitude (g = 980.6199 gals.).
 HA0987
 HA0987.The modeled gravity was interpolated from observed gravity values.
 HA0987
 HA0987;                    North         East    Units  Estimated Accuracy
 HA0987;SPC KY1Z     - 1,172,360.    1,324,420.      MT  (+/- 180 meters Scaled)
 HA0987
 HA0987                          SUPERSEDED SURVEY CONTROL
 HA0987
 HA0987  NGVD 29 (??/??/92)  110.694  (m)          363.17   (f) ADJ UNCH    1 2
 HA0987
 HA0987.Superseded values are not recommended for survey control.
 HA0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0987.See file dsdata.txt to determine how the superseded data were derived.
 HA0987
 HA0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG344915(NAD 83)
 HA0987_MARKER: DB = BENCH MARK DISK
 HA0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0987_STAMPING: B 335 1953
 HA0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0987+STABILITY: SURFACE MOTION
 HA0987
 HA0987  HISTORY     - Date     Condition        Report By
 HA0987  HISTORY     - 1953     MONUMENTED       CGS
 HA0987  HISTORY     - 1964     MARK NOT FOUND   FAS
 HA0987  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0987  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0987
 HA0987                          STATION DESCRIPTION
 HA0987
 HA0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0987'10.4 MI NW FROM GENEVA.
 HA0987'ABOUT 4.2 MILES NORTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 HA0987'INTERSECTION OF STATE HIGHWAY 136 AT GENEVA, THENCE ABOUT 6.15
 HA0987'MILES EAST, NORTH AND SOUTHWEST ALONG A ROAD FOLLOWING THE OHIO
 HA0987'RIVER DOWNSTREAM, ABOUT 1.15 MILES NORTH OF THE JUNCTION OF A
 HA0987'NORTHWEST-SOUTHEAST GRAVEL ROAD, ABOUT 0.2 MILE NORTH OF A JOG IN
 HA0987'ROAD AND JUNCTION OF A ROAD LEADING EAST, ABOUT 0.15 MILE SOUTHWEST
 HA0987'OF A LARGE CRUDE OIL STORAGE TANK, OPPOSITE DIAMOND ISLAND IN THE
 HA0987'OHIO RIVER, 16 1/2 FEET EAST OF CENTER LINE OF ROAD, 178 FEET
 HA0987'SOUTHEAST AND ACROSS ROAD FROM NAVAGATION LIGHT NO. 819.2, 40
 HA0987'FEET NORTH OF A 50-INCH OAK TREE IN FENCE LINE, 1 FOOT WEST OF A
 HA0987'FENCE LINE, AOBUT 30 YARDS SOUTH OF A CURVE IN ROAD WITH TANGENTS
 HA0987'EXTENDING SOUTH AND NORTHEAST, ABOUT 1/2 FOOT ABOVE LEVEL OF
 HA0987'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HA0987
 HA0987                          STATION RECOVERY (1964)
 HA0987
 HA0987'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0987'MARK NOT FOUND.
 HA0987
 HA0987                          STATION RECOVERY (1976)
 HA0987
 HA0987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0987'MARK NOT FOUND.
 HA0987
 HA0987                          STATION RECOVERY (1976)
 HA0987
 HA0987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1029 ***********************************************************************
 HA1029  DESIGNATION -  B 336
 HA1029  PID         -  HA1029
 HA1029  STATE/COUNTY-  KY/HENDERSON
 HA1029  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1029
 HA1029                         *CURRENT SURVEY CONTROL
 HA1029  ___________________________________________________________________
 HA1029* NAD 83(1986)-  37 52 56.     (N)    087 33 49.     (W)     SCALED    
 HA1029* NAVD 88     -       120.926  (meters)     396.74   (feet)  ADJUSTED  
 HA1029  ___________________________________________________________________
 HA1029  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HA1029  DYNAMIC HT  -         120.843 (meters)     396.47  (feet)  COMP
 HA1029  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HA1029
 HA1029  VERT ORDER  -  FIRST     CLASS II
 HA1029
 HA1029.The horizontal coordinates were scaled from a topographic map and have
 HA1029.an estimated accuracy of +/- 6 seconds.
 HA1029
 HA1029.The orthometric height was determined by differential leveling
 HA1029.and adjusted by the National Geodetic Survey in June 1991..
 HA1029
 HA1029.The geoid height was determined by GEOID03.
 HA1029
 HA1029.The dynamic height is computed by dividing the NAVD 88
 HA1029.geopotential number by the normal gravity value computed on the
 HA1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1029.degrees latitude (g = 980.6199 gals.).
 HA1029
 HA1029.The modeled gravity was interpolated from observed gravity values.
 HA1029
 HA1029;                    North         East    Units  Estimated Accuracy
 HA1029;SPC KY1Z     - 1,173,450.    1,340,480.      MT  (+/- 180 meters Scaled)
 HA1029
 HA1029                          SUPERSEDED SURVEY CONTROL
 HA1029
 HA1029  NGVD 29 (??/??/92)  121.021  (m)          397.05   (f) ADJ UNCH    1 2
 HA1029
 HA1029.Superseded values are not recommended for survey control.
 HA1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1029.See file dsdata.txt to determine how the superseded data were derived.
 HA1029
 HA1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG504928(NAD 83)
 HA1029_MARKER: DB = BENCH MARK DISK
 HA1029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA1029_SP_SET: CULVERT
 HA1029_STAMPING: B 336 1953
 HA1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1029
 HA1029  HISTORY     - Date     Condition        Report By
 HA1029  HISTORY     - 1953     MONUMENTED       CGS
 HA1029  HISTORY     - 1964     MARK NOT FOUND   FAS
 HA1029
 HA1029                          STATION DESCRIPTION
 HA1029
 HA1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA1029'2 MI NE FROM HENDERSON.
 HA1029'ABOUT 2.05 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 HA1029'JUNCTION OF U.S. HIGHWAY 60 AT HENDERSON, ABOUT 115 YARDS NORTH
 HA1029'OF NORTH LEG OF JUNCTION OF ENTRANCE ROAD TO AUDUBON STATE PARK
 HA1029'AND MUSEUM, IN THE TOP OF THE NORTH END OF EAST HEAD WALL OF A
 HA1029'6-FOOT CONCRETE CULVERT, 24 FEET EAST OF CENTER LINE OF HIGHWAY
 HA1029'AND ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.  NOTE-- THERE IS A NEW
 HA1029'HIGHWAY WHERE THE OLD HIGHWAY USED TO BE AND THE BENCH MARK
 HA1029'APPEARS TO BE DESTROYED.
 HA1029
 HA1029                          STATION RECOVERY (1964)
 HA1029
 HA1029'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA1029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0607 ***********************************************************************
 HA0607  DESIGNATION -  B 337
 HA0607  PID         -  HA0607
 HA0607  STATE/COUNTY-  KY/HENDERSON
 HA0607  USGS QUAD   -  YANKEETOWN (1983)
 HA0607
 HA0607                         *CURRENT SURVEY CONTROL
 HA0607  ___________________________________________________________________
 HA0607* NAD 83(1986)-  37 54 15.     (N)    087 21 58.     (W)     SCALED    
 HA0607* NAVD 88     -       112.682  (meters)     369.69   (feet)  ADJUSTED  
 HA0607  ___________________________________________________________________
 HA0607  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HA0607  DYNAMIC HT  -         112.605 (meters)     369.44  (feet)  COMP
 HA0607  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 HA0607
 HA0607  VERT ORDER  -  FIRST     CLASS II
 HA0607
 HA0607.The horizontal coordinates were scaled from a topographic map and have
 HA0607.an estimated accuracy of +/- 6 seconds.
 HA0607
 HA0607.The orthometric height was determined by differential leveling
 HA0607.and adjusted by the National Geodetic Survey in June 1991..
 HA0607
 HA0607.The geoid height was determined by GEOID03.
 HA0607
 HA0607.The dynamic height is computed by dividing the NAVD 88
 HA0607.geopotential number by the normal gravity value computed on the
 HA0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0607.degrees latitude (g = 980.6199 gals.).
 HA0607
 HA0607.The modeled gravity was interpolated from observed gravity values.
 HA0607
 HA0607;                    North         East    Units  Estimated Accuracy
 HA0607;SPC KY1Z     - 1,175,570.    1,357,890.      MT  (+/- 180 meters Scaled)
 HA0607
 HA0607                          SUPERSEDED SURVEY CONTROL
 HA0607
 HA0607  NGVD 29 (??/??/92)  112.778  (m)          370.01   (f) ADJ UNCH    1 2
 HA0607
 HA0607.Superseded values are not recommended for survey control.
 HA0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0607.See file dsdata.txt to determine how the superseded data were derived.
 HA0607
 HA0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG678952(NAD 83)
 HA0607_MARKER: DB = BENCH MARK DISK
 HA0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0607_SP_SET: CULVERT
 HA0607_STAMPING: B 337 1953
 HA0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0607
 HA0607  HISTORY     - Date     Condition        Report By
 HA0607  HISTORY     - 1953     MONUMENTED       CGS
 HA0607  HISTORY     - 1964     GOOD             FAS
 HA0607
 HA0607                          STATION DESCRIPTION
 HA0607
 HA0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0607'1.7 MI S FROM SCUFFLETOWN.
 HA0607'ABOUT 1.7 MILES SOUTHEAST AND SOUTHWEST ALONG A GRAVEL ROAD
 HA0607'FROM THE OLD STORE AT SCUFFLETOWN, ABOUT 0.8 MILE NORTHEAST
 HA0607'OF THE JUNCTION OF A BLACK TOP ROAD (BEALS-CARLINBURG ROAD), IN
 HA0607'THE TOP OF THE NORTHEAST END OF NORTHWEST HEAD WALL OF A 6-FOOT
 HA0607'CONCRETE CULVERT, ABOUT 0.1 MILE NORTHEAST OF A SIMILAR CULVERT,
 HA0607'13 FEET NORTHWEST OF CENTER LINE OF ROAD AND ABOUT 1 FOOT ABOVE
 HA0607'LEVEL OF ROAD.
 HA0607
 HA0607                          STATION RECOVERY (1964)
 HA0607
 HA0607'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0449 ***********************************************************************
 HA0449  DESIGNATION -  B 338
 HA0449  PID         -  HA0449
 HA0449  STATE/COUNTY-  KY/HANCOCK
 HA0449  USGS QUAD   -  CANNELTON (1993)
 HA0449
 HA0449                         *CURRENT SURVEY CONTROL
 HA0449  ___________________________________________________________________
 HA0449* NAD 83(1986)-  37 53 24.     (N)    086 39 40.     (W)     SCALED    
 HA0449* NAVD 88     -       127.343  (meters)     417.79   (feet)  ADJUSTED  
 HA0449  ___________________________________________________________________
 HA0449  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 HA0449  DYNAMIC HT  -         127.253 (meters)     417.50  (feet)  COMP
 HA0449  MODELED GRAV-     979,916.8   (mgal)                       NAVD 88
 HA0449
 HA0449  VERT ORDER  -  FIRST     CLASS II
 HA0449
 HA0449.The horizontal coordinates were scaled from a topographic map and have
 HA0449.an estimated accuracy of +/- 6 seconds.
 HA0449
 HA0449.The orthometric height was determined by differential leveling
 HA0449.and adjusted by the National Geodetic Survey in June 1991..
 HA0449
 HA0449.The geoid height was determined by GEOID03.
 HA0449
 HA0449.The dynamic height is computed by dividing the NAVD 88
 HA0449.geopotential number by the normal gravity value computed on the
 HA0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0449.degrees latitude (g = 980.6199 gals.).
 HA0449
 HA0449.The modeled gravity was interpolated from observed gravity values.
 HA0449
 HA0449;                    North         East    Units  Estimated Accuracy
 HA0449;SPC KY1Z     - 1,173,150.    1,419,860.      MT  (+/- 180 meters Scaled)
 HA0449
 HA0449                          SUPERSEDED SURVEY CONTROL
 HA0449
 HA0449  NGVD 29 (??/??/92)  127.447  (m)          418.13   (f) ADJ UNCH    1 2
 HA0449
 HA0449.Superseded values are not recommended for survey control.
 HA0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0449.See file dsdata.txt to determine how the superseded data were derived.
 HA0449
 HA0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG297936(NAD 83)
 HA0449_MARKER: DB = BENCH MARK DISK
 HA0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0449_STAMPING: B 338 1953
 HA0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0449+STABILITY: SURFACE MOTION
 HA0449
 HA0449  HISTORY     - Date     Condition        Report By
 HA0449  HISTORY     - 1953     MONUMENTED       CGS
 HA0449
 HA0449                          STATION DESCRIPTION
 HA0449
 HA0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0449'0.7 MI E FROM SKILLMAN.
 HA0449'ABOUT 0.7 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0449'FROM THE POST OFFICE AND STATION AT SKILLMAN, ABOUT 0.15 MILE
 HA0449'NORTHWEST OF A SMALL CEMETERY WHICH IS ON SOUTHWEST SIDE OF
 HA0449'TRACK, 106 FEET NORTHWEST OF A FIELD ROAD CROSSING, 164 FEET
 HA0449'SOUTHEAST OF A FIELD ROAD CROSSING, 24 FEET NORTHEAST OF NORTHEAST
 HA0449'RAIL, 12 1/2 FEET SOUTHWEST OF CENTER OF A FIELD ROAD PARALLEL
 HA0449'TO TRACK, 175 FEET NORTHWEST OF TELEPHONE POLE NO. 80-10, 31
 HA0449'FEET NORTHWEST OF A WHISTLE POST, 198 FEET SOUTHEAST OF A WHISTLE
 HA0449'POST, ABOUT LEVEL WITH TOP OF RAIL AND SET IN THE TOP OF A
 HA0449'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0305 ***********************************************************************
 JA0305  DESIGNATION -  B 339
 JA0305  PID         -  JA0305
 JA0305  STATE/COUNTY-  KY/MEADE
 JA0305  USGS QUAD   -  ALTON (1993)
 JA0305
 JA0305                         *CURRENT SURVEY CONTROL
 JA0305  ___________________________________________________________________
 JA0305* NAD 83(1986)-  38 04 37.     (N)    086 24 50.     (W)     SCALED    
 JA0305* NAVD 88     -       200.246  (meters)     656.97   (feet)  ADJUSTED  
 JA0305  ___________________________________________________________________
 JA0305  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JA0305  DYNAMIC HT  -         200.102 (meters)     656.50  (feet)  COMP
 JA0305  MODELED GRAV-     979,906.5   (mgal)                       NAVD 88
 JA0305
 JA0305  VERT ORDER  -  FIRST     CLASS II
 JA0305
 JA0305.The horizontal coordinates were scaled from a topographic map and have
 JA0305.an estimated accuracy of +/- 6 seconds.
 JA0305
 JA0305.The orthometric height was determined by differential leveling
 JA0305.and adjusted by the National Geodetic Survey in June 1991..
 JA0305
 JA0305.The geoid height was determined by GEOID03.
 JA0305
 JA0305.The dynamic height is computed by dividing the NAVD 88
 JA0305.geopotential number by the normal gravity value computed on the
 JA0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0305.degrees latitude (g = 980.6199 gals.).
 JA0305
 JA0305.The modeled gravity was interpolated from observed gravity values.
 JA0305
 JA0305;                    North         East    Units  Estimated Accuracy
 JA0305;SPC KY1Z     - 1,193,720.    1,441,760.      MT  (+/- 180 meters Scaled)
 JA0305
 JA0305                          SUPERSEDED SURVEY CONTROL
 JA0305
 JA0305  NGVD 29 (??/??/92)  200.348  (m)          657.31   (f) ADJ UNCH    1 2
 JA0305
 JA0305.Superseded values are not recommended for survey control.
 JA0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0305.See file dsdata.txt to determine how the superseded data were derived.
 JA0305
 JA0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH514145(NAD 83)
 JA0305_MARKER: DB = BENCH MARK DISK
 JA0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0305_STAMPING: B 339 1953
 JA0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0305+STABILITY: SURFACE MOTION
 JA0305
 JA0305  HISTORY     - Date     Condition        Report By
 JA0305  HISTORY     - 1953     MONUMENTED       CGS
 JA0305
 JA0305                          STATION DESCRIPTION
 JA0305
 JA0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0305'4.2 MI SW FROM WOLF CREEK.
 JA0305'2.65 MILES SOUTH ALONG STATE HIGHWAY 1047 FROM THE POST OFFICE
 JA0305'AT WOLF CREEK, THENCE ABOUT 1.55 MILES WEST AND NORTHWEST ALONG A
 JA0305'GRAVEL ROAD, AT A CURVE IN GRAVEL ROAD WITH TANGENTS EXTENDING
 JA0305'NORTH AND EAST AND JUNCTION OF AN ABANDONED ROAD LEADING SOUTH
 JA0305'TO CONCORDIA, 19 FEET WEST OF CENTER LINE OF ABANDONED ROAD
 JA0305'SOUTH, 54 FEET SOUTHWEST OF CENTER LINE OF GRAVEL ROAD, 3 FEET
 JA0305'EAST OF A POWER POLE WITH A GUY WIRE, 29 FEET WEST AND ACROSS
 JA0305'ABANDONED ROAD FROM A FENCE LINE, 55 FEET SOUTHWEST AND ACROSS
 JA0305'ABANDONED ROAD FROM A 24-INCH HICKORY TREE WHICH IS IN A FENCE
 JA0305'CORNER, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 JA0305'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0343 ***********************************************************************
 JA0343  DESIGNATION -  B 340
 JA0343  PID         -  JA0343
 JA0343  STATE/COUNTY-  KY/MEADE
 JA0343  USGS QUAD   -  NEW AMSTERDAM (1978)
 JA0343
 JA0343                         *CURRENT SURVEY CONTROL
 JA0343  ___________________________________________________________________
 JA0343* NAD 83(1986)-  38 01 56.     (N)    086 15 55.     (W)     SCALED    
 JA0343* NAVD 88     -       159.333  (meters)     522.75   (feet)  ADJUSTED  
 JA0343  ___________________________________________________________________
 JA0343  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JA0343  DYNAMIC HT  -         159.219 (meters)     522.37  (feet)  COMP
 JA0343  MODELED GRAV-     979,913.8   (mgal)                       NAVD 88
 JA0343
 JA0343  VERT ORDER  -  FIRST     CLASS II
 JA0343
 JA0343.The horizontal coordinates were scaled from a topographic map and have
 JA0343.an estimated accuracy of +/- 6 seconds.
 JA0343
 JA0343.The orthometric height was determined by differential leveling
 JA0343.and adjusted by the National Geodetic Survey in June 1991..
 JA0343
 JA0343.The geoid height was determined by GEOID03.
 JA0343
 JA0343.The dynamic height is computed by dividing the NAVD 88
 JA0343.geopotential number by the normal gravity value computed on the
 JA0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0343.degrees latitude (g = 980.6199 gals.).
 JA0343
 JA0343.The modeled gravity was interpolated from observed gravity values.
 JA0343
 JA0343;                    North         East    Units  Estimated Accuracy
 JA0343;SPC KY1Z     - 1,188,670.    1,454,770.      MT  (+/- 180 meters Scaled)
 JA0343
 JA0343                          SUPERSEDED SURVEY CONTROL
 JA0343
 JA0343  NGVD 29 (??/??/92)  159.441  (m)          523.10   (f) ADJ UNCH    1 2
 JA0343
 JA0343.Superseded values are not recommended for survey control.
 JA0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0343.See file dsdata.txt to determine how the superseded data were derived.
 JA0343
 JA0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH644096(NAD 83)
 JA0343_MARKER: DB = BENCH MARK DISK
 JA0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0343_STAMPING: B 340 1953
 JA0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0343+STABILITY: SURFACE MOTION
 JA0343
 JA0343  HISTORY     - Date     Condition        Report By
 JA0343  HISTORY     - 1953     MONUMENTED       CGS
 JA0343
 JA0343                          STATION DESCRIPTION
 JA0343
 JA0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0343'2.6 MI SE FROM BATTLETOWN.
 JA0343'2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 228 FROM THE SCHOOL AT
 JA0343'BATTLETOWN, ABOUT 145 YARDS SOUTHEAST OF JUNCTION OF A ROAD
 JA0343'SOUTHWEST, ABOUT 130 YARDS SOUTHEAST OF THE TOP OF A GRADE, 28
 JA0343'FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 31 FEET SOUTHEAST OF
 JA0343'CENTER LINE OF A PRIVATE GRAVEL ROAD LEADING NORTHEAST TO HILLTOP
 JA0343'HATCHERY, 1 FOOT SOUTHWEST OF A FENCE LINE, 15 FEET SOUTHEAST
 JA0343'OF A FENCE CORNER, ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY AND
 JA0343'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0360 ***********************************************************************
 JA0360  DESIGNATION -  B 341
 JA0360  PID         -  JA0360
 JA0360  STATE/COUNTY-  KY/MEADE
 JA0360  USGS QUAD   -  LACONIA (1994)
 JA0360
 JA0360                         *CURRENT SURVEY CONTROL
 JA0360  ___________________________________________________________________
 JA0360* NAD 83(1986)-  38 00 02.     (N)    086 06 40.     (W)     SCALED    
 JA0360* NAVD 88     -       150.661  (meters)     494.29   (feet)  ADJUSTED  
 JA0360  ___________________________________________________________________
 JA0360  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JA0360  DYNAMIC HT  -         150.554 (meters)     493.94  (feet)  COMP
 JA0360  MODELED GRAV-     979,914.8   (mgal)                       NAVD 88
 JA0360
 JA0360  VERT ORDER  -  FIRST     CLASS II
 JA0360
 JA0360.The horizontal coordinates were scaled from a topographic map and have
 JA0360.an estimated accuracy of +/- 6 seconds.
 JA0360
 JA0360.The orthometric height was determined by differential leveling
 JA0360.and adjusted by the National Geodetic Survey in June 1991..
 JA0360
 JA0360.The geoid height was determined by GEOID03.
 JA0360
 JA0360.The dynamic height is computed by dividing the NAVD 88
 JA0360.geopotential number by the normal gravity value computed on the
 JA0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0360.degrees latitude (g = 980.6199 gals.).
 JA0360
 JA0360.The modeled gravity was interpolated from observed gravity values.
 JA0360
 JA0360;                    North         East    Units  Estimated Accuracy
 JA0360;SPC KY1Z     - 1,185,090.    1,468,290.      MT  (+/- 180 meters Scaled)
 JA0360
 JA0360                          SUPERSEDED SURVEY CONTROL
 JA0360
 JA0360  NGVD 29 (??/??/92)  150.776  (m)          494.67   (f) ADJ UNCH    1 2
 JA0360
 JA0360.Superseded values are not recommended for survey control.
 JA0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0360.See file dsdata.txt to determine how the superseded data were derived.
 JA0360
 JA0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH780062(NAD 83)
 JA0360_MARKER: DB = BENCH MARK DISK
 JA0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0360_SP_SET: BRIDGE
 JA0360_STAMPING: B 341 1953
 JA0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0360
 JA0360  HISTORY     - Date     Condition        Report By
 JA0360  HISTORY     - 1953     MONUMENTED       CGS
 JA0360
 JA0360                          STATION DESCRIPTION
 JA0360
 JA0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0360'2.7 MI NE FROM BRANDENBURG STATION.
 JA0360'2.7 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 JA0360'FROM THE STATION AT BRANDENBURG, AT POLE NO. 34/19, IN THE
 JA0360'TOP OF THE NORTH END OF THE EAST ABUTMENT OF BRIDGE OVER DOE
 JA0360'CREEK, 8 FEET NORTH OF THE NORTH RAIL, 1 1/2 FEET BELOW LEVEL
 JA0360'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2328 ***********************************************************************
 GZ2328  DESIGNATION -  B 342
 GZ2328  PID         -  GZ2328
 GZ2328  STATE/COUNTY-  KY/HARDIN
 GZ2328  USGS QUAD   -  VINE GROVE (1991)
 GZ2328
 GZ2328                         *CURRENT SURVEY CONTROL
 GZ2328  ___________________________________________________________________
 GZ2328* NAD 83(1986)-  37 50 27.     (N)    085 58 27.     (W)     SCALED    
 GZ2328* NAVD 88     -       227.816  (meters)     747.43   (feet)  ADJUSTED  
 GZ2328  ___________________________________________________________________
 GZ2328  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GZ2328  DYNAMIC HT  -         227.649 (meters)     746.88  (feet)  COMP
 GZ2328  MODELED GRAV-     979,891.7   (mgal)                       NAVD 88
 GZ2328
 GZ2328  VERT ORDER  -  FIRST     CLASS II
 GZ2328
 GZ2328.The horizontal coordinates were scaled from a topographic map and have
 GZ2328.an estimated accuracy of +/- 6 seconds.
 GZ2328
 GZ2328.The orthometric height was determined by differential leveling
 GZ2328.and adjusted by the National Geodetic Survey in June 1991..
 GZ2328
 GZ2328.The geoid height was determined by GEOID03.
 GZ2328
 GZ2328.The dynamic height is computed by dividing the NAVD 88
 GZ2328.geopotential number by the normal gravity value computed on the
 GZ2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2328.degrees latitude (g = 980.6199 gals.).
 GZ2328
 GZ2328.The modeled gravity was interpolated from observed gravity values.
 GZ2328
 GZ2328;                    North         East    Units  Estimated Accuracy
 GZ2328;SPC KY1Z     - 1,167,330.    1,480,270.      MT  (+/- 180 meters Scaled)
 GZ2328
 GZ2328                          SUPERSEDED SURVEY CONTROL
 GZ2328
 GZ2328  NGVD 29 (??/??/92)  227.936  (m)          747.82   (f) ADJ UNCH    1 2
 GZ2328
 GZ2328.Superseded values are not recommended for survey control.
 GZ2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2328.See file dsdata.txt to determine how the superseded data were derived.
 GZ2328
 GZ2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG902886(NAD 83)
 GZ2328_MARKER: DB = BENCH MARK DISK
 GZ2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2328_STAMPING: B 342 1953
 GZ2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2328+STABILITY: SURFACE MOTION
 GZ2328
 GZ2328  HISTORY     - Date     Condition        Report By
 GZ2328  HISTORY     - 1953     MONUMENTED       CGS
 GZ2328  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GZ2328
 GZ2328                          STATION DESCRIPTION
 GZ2328
 GZ2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2328'2.4 MI N FROM VINE GROVE.
 GZ2328'2.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GZ2328'STATION AT VINE GROVE, AT THE SOUTH END OF A CUT, 27 FEET WEST
 GZ2328'OF THE WEST RAIL, 31 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE,
 GZ2328'2 1/2 FEET EAST OF A FENCE LINE, 2 1/2 FEET SOUTH OF A WHITE
 GZ2328'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GZ2328'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ2328
 GZ2328                          STATION RECOVERY (1988)
 GZ2328
 GZ2328'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 GZ2328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1494 ***********************************************************************
 GZ1494  DESIGNATION -  B 344
 GZ1494  PID         -  GZ1494
 GZ1494  STATE/COUNTY-  KY/ADAIR
 GZ1494  USGS QUAD   -  COLUMBIA (1976)
 GZ1494
 GZ1494                         *CURRENT SURVEY CONTROL
 GZ1494  ___________________________________________________________________
 GZ1494* NAD 83(1986)-  37 04 37.     (N)    085 21 07.     (W)     SCALED    
 GZ1494* NAVD 88     -       244.596  (meters)     802.48   (feet)  ADJUSTED  
 GZ1494  ___________________________________________________________________
 GZ1494  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GZ1494  DYNAMIC HT  -         244.400 (meters)     801.84  (feet)  COMP
 GZ1494  MODELED GRAV-     979,826.5   (mgal)                       NAVD 88
 GZ1494
 GZ1494  VERT ORDER  -  FIRST     CLASS I
 GZ1494
 GZ1494.The horizontal coordinates were scaled from a topographic map and have
 GZ1494.an estimated accuracy of +/- 6 seconds.
 GZ1494
 GZ1494.The orthometric height was determined by differential leveling
 GZ1494.and adjusted by the National Geodetic Survey in June 1991..
 GZ1494
 GZ1494.The geoid height was determined by GEOID03.
 GZ1494
 GZ1494.The dynamic height is computed by dividing the NAVD 88
 GZ1494.geopotential number by the normal gravity value computed on the
 GZ1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1494.degrees latitude (g = 980.6199 gals.).
 GZ1494
 GZ1494.The modeled gravity was interpolated from observed gravity values.
 GZ1494
 GZ1494;                    North         East    Units  Estimated Accuracy
 GZ1494;SPC KY1Z     - 1,082,610.    1,535,400.      MT  (+/- 180 meters Scaled)
 GZ1494
 GZ1494                          SUPERSEDED SURVEY CONTROL
 GZ1494
 GZ1494  NGVD 29 (??/??/92)  244.746  (m)          802.97   (f) ADJ UNCH    1 1
 GZ1494
 GZ1494.Superseded values are not recommended for survey control.
 GZ1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1494.See file dsdata.txt to determine how the superseded data were derived.
 GZ1494
 GZ1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG464046(NAD 83)
 GZ1494_MARKER: DB = BENCH MARK DISK
 GZ1494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1494_SP_SET: CULVERT
 GZ1494_STAMPING: B 344 1953 802.971
 GZ1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1494+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 GZ1494
 GZ1494  HISTORY     - Date     Condition        Report By
 GZ1494  HISTORY     - 1953     MONUMENTED       CGS
 GZ1494  HISTORY     - 1968     GOOD             NGS
 GZ1494  HISTORY     - 20050815 GOOD             KYTC
 GZ1494
 GZ1494                          STATION DESCRIPTION
 GZ1494
 GZ1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1494'3.6 MI SW FROM COLUMBIA.
 GZ1494'ABOUT 0.5 MILE SOUTHWEST ALONG BURKESVILLE STREET WHICH IS
 GZ1494'STATE HIGHWAY 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA,
 GZ1494'THENCE 2.3 MILES SOUTHWEST ALONG STATE HIGHWAYS 61 AND 80,
 GZ1494'THENCE 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 80, 0.75 MILE
 GZ1494'WEST OF A JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 61, SET IN
 GZ1494'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 GZ1494'BOX CULVERT UNDER THE HIGHWAY, 16 FEET SOUTH OF THE CENTERLINE
 GZ1494'OF THE HIGHWAY, 32 YARDS EAST OF THE CENTERLINE OF A DRIVEWAY,
 GZ1494'AND ABOUT LEVEL WITH THE HIGHWAY.
 GZ1494
 GZ1494                          STATION RECOVERY (2005)
 GZ1494
 GZ1494'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0128 ***********************************************************************
 HA0128  DESIGNATION -  B 345
 HA0128  PID         -  HA0128
 HA0128  STATE/COUNTY-  KY/EDMONSON
 HA0128  USGS QUAD   -  PARK CITY (1973)
 HA0128
 HA0128                         *CURRENT SURVEY CONTROL
 HA0128  ___________________________________________________________________
 HA0128* NAD 83(1986)-  37 05 14.     (N)    086 04 10.     (W)     SCALED    
 HA0128* NAVD 88     -       187.204  (meters)     614.19   (feet)  ADJUSTED  
 HA0128  ___________________________________________________________________
 HA0128  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HA0128  DYNAMIC HT  -         187.057 (meters)     613.70  (feet)  COMP
 HA0128  MODELED GRAV-     979,839.1   (mgal)                       NAVD 88
 HA0128
 HA0128  VERT ORDER  -  FIRST     CLASS I
 HA0128
 HA0128.The horizontal coordinates were scaled from a topographic map and have
 HA0128.an estimated accuracy of +/- 6 seconds.
 HA0128
 HA0128.The orthometric height was determined by differential leveling
 HA0128.and adjusted by the National Geodetic Survey in June 1991..
 HA0128
 HA0128.The geoid height was determined by GEOID03.
 HA0128
 HA0128.The dynamic height is computed by dividing the NAVD 88
 HA0128.geopotential number by the normal gravity value computed on the
 HA0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0128.degrees latitude (g = 980.6199 gals.).
 HA0128
 HA0128.The modeled gravity was interpolated from observed gravity values.
 HA0128
 HA0128;                    North         East    Units  Estimated Accuracy
 HA0128;SPC KY1Z     - 1,083,720.    1,471,600.      MT  (+/- 180 meters Scaled)
 HA0128
 HA0128                          SUPERSEDED SURVEY CONTROL
 HA0128
 HA0128  NGVD 29 (??/??/92)  187.317  (m)          614.56   (f) ADJ UNCH    1 1
 HA0128
 HA0128.Superseded values are not recommended for survey control.
 HA0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0128.See file dsdata.txt to determine how the superseded data were derived.
 HA0128
 HA0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG827049(NAD 83)
 HA0128_MARKER: DB = BENCH MARK DISK
 HA0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0128_STAMPING: B 345 1953
 HA0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0128+STABILITY: SURFACE MOTION
 HA0128
 HA0128  HISTORY     - Date     Condition        Report By
 HA0128  HISTORY     - 1953     MONUMENTED       CGS
 HA0128  HISTORY     - 1968     GOOD             NGS
 HA0128
 HA0128                          STATION DESCRIPTION
 HA0128
 HA0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0128'1.2 MI SW FROM PARK CITY.
 HA0128'ABOUT 1.25 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HA0128'RAILROAD FROM THE CROSSING OF THE RAILROAD AND STATE HIGHWAY
 HA0128'255 AT PARK CITY, 228 YARDS NORTHEAST OF MILEPOST 92, 55 FEET
 HA0128'EAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE
 HA0128'ROAD, 47 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 48 1/2 FEET
 HA0128'NORTHWEST OF A STONE FENCE CORNER POST AT THE WEST CORNER OF A
 HA0128'CEMETERY, 3 1/2 FEET NORTHEAST OF A FENCE CORNER POST, 1 FOOT
 HA0128'NORTHWEST OF A FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS
 HA0128'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN
 HA0128'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0024 ***********************************************************************
 GC0024  DESIGNATION -  B 346
 GC0024  PID         -  GC0024
 GC0024  STATE/COUNTY-  KY/WARREN
 GC0024  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0024
 GC0024                         *CURRENT SURVEY CONTROL
 GC0024  ___________________________________________________________________
 GC0024* NAD 83(1986)-  36 59 41.     (N)    086 26 36.     (W)     SCALED    
 GC0024* NAVD 88     -       150.895  (meters)     495.06   (feet)  ADJUSTED  
 GC0024  ___________________________________________________________________
 GC0024  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GC0024  DYNAMIC HT  -         150.779 (meters)     494.68  (feet)  COMP
 GC0024  MODELED GRAV-     979,856.8   (mgal)                       NAVD 88
 GC0024
 GC0024  VERT ORDER  -  FIRST     CLASS I
 GC0024
 GC0024.The horizontal coordinates were scaled from a topographic map and have
 GC0024.an estimated accuracy of +/- 6 seconds.
 GC0024
 GC0024.The orthometric height was determined by differential leveling
 GC0024.and adjusted by the National Geodetic Survey in June 1991..
 GC0024
 GC0024.The geoid height was determined by GEOID03.
 GC0024
 GC0024.The dynamic height is computed by dividing the NAVD 88
 GC0024.geopotential number by the normal gravity value computed on the
 GC0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0024.degrees latitude (g = 980.6199 gals.).
 GC0024
 GC0024.The modeled gravity was interpolated from observed gravity values.
 GC0024
 GC0024;                    North         East    Units  Estimated Accuracy
 GC0024;SPC KY1Z     - 1,073,630.    1,438,280.      MT  (+/- 180 meters Scaled)
 GC0024
 GC0024                          SUPERSEDED SURVEY CONTROL
 GC0024
 GC0024  NGVD 29 (??/??/92)  151.029  (m)          495.50   (f) ADJ UNCH    1 1
 GC0024
 GC0024.Superseded values are not recommended for survey control.
 GC0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0024.See file dsdata.txt to determine how the superseded data were derived.
 GC0024
 GC0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF495944(NAD 83)
 GC0024_MARKER: DB = BENCH MARK DISK
 GC0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0024_STAMPING: B 346 1954
 GC0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0024+STABILITY: SURFACE MOTION
 GC0024
 GC0024  HISTORY     - Date     Condition        Report By
 GC0024  HISTORY     - 1954     MONUMENTED       CGS
 GC0024  HISTORY     - 1968     GOOD             NGS
 GC0024
 GC0024                          STATION DESCRIPTION
 GC0024
 GC0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0024'0.6 MI S FROM BOWLING GREEN.
 GC0024'ABOUT 0.35 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0024'FROM THE STATION AT BOWLING GREEN, THENCE 0.25 MILE SOUTHEAST
 GC0024'ALONG MAIN STREET, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 GC0024'CONCRETE FOUNDATION FOR A LOADING DOCK ON THE SOUTHWEST SIDE OF
 GC0024'THE FEDERAL BUILDING, 1 1/2 FEET NORTHEAST OF THE SOUTH CORNER
 GC0024'OF THE LOADING DOCK, 141 FEET SOUTHWEST OF THE SOUTHWEST CURB
 GC0024'OF MAIN STREET, 32 1/2 FEET NORTHWEST OF THE NORTHWEST CURB OF
 GC0024'CENTER STREET, AND ABOUT 2 FEET ABOVE THE LEVEL OF A CONCRETE
 GC0024'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0958 ***********************************************************************
 GC0958  DESIGNATION -  B 347
 GC0958  PID         -  GC0958
 GC0958  STATE/COUNTY-  KY/LOGAN
 GC0958  USGS QUAD   -  AUBURN (1994)
 GC0958
 GC0958                         *CURRENT SURVEY CONTROL
 GC0958  ___________________________________________________________________
 GC0958* NAD 83(1986)-  36 52 04.     (N)    086 41 38.     (W)     SCALED    
 GC0958* NAVD 88     -       200.097  (meters)     656.48   (feet)  ADJUSTED  
 GC0958  ___________________________________________________________________
 GC0958  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GC0958  DYNAMIC HT  -         199.937 (meters)     655.96  (feet)  COMP
 GC0958  MODELED GRAV-     979,827.6   (mgal)                       NAVD 88
 GC0958
 GC0958  VERT ORDER  -  FIRST     CLASS I
 GC0958
 GC0958.The horizontal coordinates were scaled from a topographic map and have
 GC0958.an estimated accuracy of +/- 6 seconds.
 GC0958
 GC0958.The orthometric height was determined by differential leveling
 GC0958.and adjusted by the National Geodetic Survey in June 1991..
 GC0958
 GC0958.The geoid height was determined by GEOID03.
 GC0958
 GC0958.The dynamic height is computed by dividing the NAVD 88
 GC0958.geopotential number by the normal gravity value computed on the
 GC0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0958.degrees latitude (g = 980.6199 gals.).
 GC0958
 GC0958.The modeled gravity was interpolated from observed gravity values.
 GC0958
 GC0958;                    North         East    Units  Estimated Accuracy
 GC0958;SPC KY1Z     - 1,059,740.    1,415,830.      MT  (+/- 180 meters Scaled)
 GC0958
 GC0958                          SUPERSEDED SURVEY CONTROL
 GC0958
 GC0958  NGVD 29 (??/??/92)  200.219  (m)          656.89   (f) ADJ UNCH    1 1
 GC0958
 GC0958.Superseded values are not recommended for survey control.
 GC0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0958.See file dsdata.txt to determine how the superseded data were derived.
 GC0958
 GC0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF272802(NAD 83)
 GC0958_MARKER: DB = BENCH MARK DISK
 GC0958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0958_SP_SET: UNDERPASS
 GC0958_STAMPING: B 347 1954
 GC0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0958+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1995
 GC0958
 GC0958  HISTORY     - Date     Condition        Report By
 GC0958  HISTORY     - 1954     MONUMENTED       CGS
 GC0958  HISTORY     - 1968     GOOD             NGS
 GC0958  HISTORY     - 19950914 GOOD             KYDT
 GC0958
 GC0958                          STATION DESCRIPTION
 GC0958
 GC0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0958'1.2 MI E FROM AUBURN.
 GC0958'ABOUT 1.15 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0958'FROM THE AUBURN HIGH SCHOOL AT AUBURN, AT THE RAILROAD UNDERPASS
 GC0958'FOR A PAVED ROAD, 330 YARDS EAST OF MILEPOST 131, SET
 GC0958'VERTICALLY IN THE NORTH FACE OF THE MIDDLE ONE OF 3 CONCRETE
 GC0958'PILLARS SOUTH OF THE TRACK, 13 FEET SOUTH OF THE SOUTH RAIL,
 GC0958'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 1/2
 GC0958'FOOT BELOW THE LEVEL OF THE TRACK.
 GC0958
 GC0958                          STATION RECOVERY (1995)
 GC0958
 GC0958'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0909 ***********************************************************************
 GC0909  DESIGNATION -  B 348
 GC0909  PID         -  GC0909
 GC0909  STATE/COUNTY-  KY/LOGAN
 GC0909  USGS QUAD   -  RUSSELLVILLE (1983)
 GC0909
 GC0909                         *CURRENT SURVEY CONTROL
 GC0909  ___________________________________________________________________
 GC0909* NAD 83(1986)-  36 46 10.     (N)    086 59 22.     (W)     SCALED    
 GC0909* NAVD 88     -       175.648  (meters)     576.27   (feet)  ADJUSTED  
 GC0909  ___________________________________________________________________
 GC0909  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 GC0909  DYNAMIC HT  -         175.508 (meters)     575.81  (feet)  COMP
 GC0909  MODELED GRAV-     979,827.8   (mgal)                       NAVD 88
 GC0909
 GC0909  VERT ORDER  -  FIRST     CLASS II
 GC0909
 GC0909.The horizontal coordinates were scaled from a topographic map and have
 GC0909.an estimated accuracy of +/- 6 seconds.
 GC0909
 GC0909.The orthometric height was determined by differential leveling
 GC0909.and adjusted by the National Geodetic Survey in June 1991..
 GC0909
 GC0909.The geoid height was determined by GEOID03.
 GC0909
 GC0909.The dynamic height is computed by dividing the NAVD 88
 GC0909.geopotential number by the normal gravity value computed on the
 GC0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0909.degrees latitude (g = 980.6199 gals.).
 GC0909
 GC0909.The modeled gravity was interpolated from observed gravity values.
 GC0909
 GC0909;                    North         East    Units  Estimated Accuracy
 GC0909;SPC KY1Z     - 1,049,140.    1,389,340.      MT  (+/- 180 meters Scaled)
 GC0909
 GC0909                          SUPERSEDED SURVEY CONTROL
 GC0909
 GC0909  NGVD 29 (??/??/92)  175.743  (m)          576.58   (f) ADJ UNCH    1 2
 GC0909
 GC0909.Superseded values are not recommended for survey control.
 GC0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0909.See file dsdata.txt to determine how the superseded data were derived.
 GC0909
 GC0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF009692(NAD 83)
 GC0909_MARKER: DB = BENCH MARK DISK
 GC0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0909_STAMPING: B 348 1954
 GC0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0909+STABILITY: SURFACE MOTION
 GC0909
 GC0909  HISTORY     - Date     Condition        Report By
 GC0909  HISTORY     - 1954     MONUMENTED       CGS
 GC0909  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0909
 GC0909                          STATION DESCRIPTION
 GC0909
 GC0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC0909'1.6 MI NE FROM OLMSTEAD.
 GC0909'1.6 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0909'FROM THE CROSSING OF AN EAST-WEST BLACK TOP ROAD AND THE HIGH
 GC0909'SCHOOL AT OLMSTEAD, ABOUT 0.25 MILE SOUTHWEST OF MILE POST 151,
 GC0909'ABOUT 1.1 MILES SOUTHWEST OF BRIDGE OVER WHIPPOORWILL CREEK,
 GC0909'58 FEET SOUTHEAST AND ACROSS A ROAD PARALLEL TO TRACK FROM THE
 GC0909'SOUTHEAST RAIL, 266 FEET SOUTH-SOUTHWEST OF THE CENTER OF CROSSING
 GC0909'OF AN EAST-WEST GRADED ROAD, 300 FEET SOUTHWEST OF INTERSECTION
 GC0909'OF EAST-WEST ROAD AND ROAD PARALLEL TO TRACK, 259 FEET SOUTHWEST
 GC0909'OF A FENCE CORNER, 16 1/2 FEET SOUTHEAST OF CENTER LINE OF ROAD
 GC0909'PARALLEL TO TRACK, 1 FOOT NORTHWEST OF A WIRE FENCE AND AT A
 GC0909'FENCE BRACE, 53 1/2 FEET SOUTH OF THE SECOND TELEPHONE POLE
 GC0909'SOUTHWEST OF CROSSING, ABOUT 6 1/2 FEET BELOW LEVEL OF TRACK,
 GC0909'ABOUT LEVEL WITH ROAD PARALLEL TO TRACK AND SET IN THE TOP OF A
 GC0909'CONCRETE POST PROJECTING 5 INCHES.
 GC0909
 GC0909                          STATION RECOVERY (1984)
 GC0909
 GC0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0909'NOT RECOVERED.  THE POST WAS FOUND WITH THE STEM OF THE DISK
 GC0909'REMAINING, CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1457 ***********************************************************************
 HZ1457  DESIGNATION -  B 349
 HZ1457  PID         -  HZ1457
 HZ1457  STATE/COUNTY-  KY/JEFFERSON
 HZ1457  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1457
 HZ1457                         *CURRENT SURVEY CONTROL
 HZ1457  ___________________________________________________________________
 HZ1457* NAD 83(1986)-  38 15 16.     (N)    085 40 53.     (W)     SCALED    
 HZ1457* NAVD 88     -       169.918  (meters)     557.47   (feet)  ADJUSTED  
 HZ1457  ___________________________________________________________________
 HZ1457  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1457  DYNAMIC HT  -         169.803 (meters)     557.10  (feet)  COMP
 HZ1457  MODELED GRAV-     979,951.8   (mgal)                       NAVD 88
 HZ1457
 HZ1457  VERT ORDER  -  FIRST     CLASS II
 HZ1457
 HZ1457.The horizontal coordinates were scaled from a topographic map and have
 HZ1457.an estimated accuracy of +/- 6 seconds.
 HZ1457
 HZ1457.The orthometric height was determined by differential leveling
 HZ1457.and adjusted by the National Geodetic Survey in June 1991..
 HZ1457
 HZ1457.The geoid height was determined by GEOID03.
 HZ1457
 HZ1457.The dynamic height is computed by dividing the NAVD 88
 HZ1457.geopotential number by the normal gravity value computed on the
 HZ1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1457.degrees latitude (g = 980.6199 gals.).
 HZ1457
 HZ1457.The modeled gravity was interpolated from observed gravity values.
 HZ1457
 HZ1457;                    North         East    Units  Estimated Accuracy
 HZ1457;SPC KY1Z     - 1,213,210.    1,506,010.      MT  (+/- 180 meters Scaled)
 HZ1457
 HZ1457                          SUPERSEDED SURVEY CONTROL
 HZ1457
 HZ1457  NGVD 29 (??/??/92)  170.068  (m)          557.96   (f) ADJ UNCH    1 2
 HZ1457
 HZ1457.Superseded values are not recommended for survey control.
 HZ1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1457.See file dsdata.txt to determine how the superseded data were derived.
 HZ1457
 HZ1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH153348(NAD 83)
 HZ1457_MARKER: DB = BENCH MARK DISK
 HZ1457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1457_SP_SET: BUILDING
 HZ1457_STAMPING: B 349 1954
 HZ1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1457
 HZ1457  HISTORY     - Date     Condition        Report By
 HZ1457  HISTORY     - 1954     MONUMENTED       CGS
 HZ1457  HISTORY     - 1963     GOOD             NGS
 HZ1457  HISTORY     - 1981     GOOD             KYDT
 HZ1457
 HZ1457                          STATION DESCRIPTION
 HZ1457
 HZ1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1457'AT LOUISVILLE.
 HZ1457'AT LOUISVILLE, NEAR THE JUNCTION OF FRANKFORT AVENUE AND RESERVOIR
 HZ1457'AVENUE, SET VERTICALLY IN THE NORTH FACE OF THE LOUISVILLE WATER
 HZ1457'COMPANY FILTRATION PLANT BUILDING, JUST BELOW THE WEST END OF THE
 HZ1457'PLAQUE WHICH IS IN NORTH FACE OF BUILDING, 11 FEET SOUTH OF SOUTH
 HZ1457'CURB OF FRANKFORT AVENUE, ABOUT 30 YARDS WEST OF EXTENDED WEST
 HZ1457'CURB OF RESERVOIR AVENUE LEADING SOUTH, 1 1/4 FEET EAST OF NORTHWEST
 HZ1457'CORNER OF BUILDING AND ABOUT 3 1/2 FEET ABOVE LEVEL OF SIDE WALK.
 HZ1457
 HZ1457                          STATION RECOVERY (1963)
 HZ1457
 HZ1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1457'RECOVERED IN GOOD CONDITION.
 HZ1457
 HZ1457                          STATION RECOVERY (1981)
 HZ1457
 HZ1457'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0043 ***********************************************************************
 HZ0043  DESIGNATION -  B 35
 HZ0043  PID         -  HZ0043
 HZ0043  STATE/COUNTY-  KY/PENDLETON
 HZ0043  USGS QUAD   -  FALMOUTH (1987)
 HZ0043
 HZ0043                         *CURRENT SURVEY CONTROL
 HZ0043  ___________________________________________________________________
 HZ0043* NAD 83(1986)-  38 41 39.     (N)    084 21 34.     (W)     SCALED    
 HZ0043* NAVD 88     -       233.863  (meters)     767.27   (feet)  ADJUSTED  
 HZ0043  ___________________________________________________________________
 HZ0043  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HZ0043  DYNAMIC HT  -         233.707 (meters)     766.75  (feet)  COMP
 HZ0043  MODELED GRAV-     979,956.4   (mgal)                       NAVD 88
 HZ0043
 HZ0043  VERT ORDER  -  SECOND    CLASS 0
 HZ0043
 HZ0043.The horizontal coordinates were scaled from a topographic map and have
 HZ0043.an estimated accuracy of +/- 6 seconds.
 HZ0043
 HZ0043.The orthometric height was determined by differential leveling
 HZ0043.and adjusted by the National Geodetic Survey in June 1991..
 HZ0043
 HZ0043.The geoid height was determined by GEOID03.
 HZ0043
 HZ0043.The dynamic height is computed by dividing the NAVD 88
 HZ0043.geopotential number by the normal gravity value computed on the
 HZ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0043.degrees latitude (g = 980.6199 gals.).
 HZ0043
 HZ0043.The modeled gravity was interpolated from observed gravity values.
 HZ0043
 HZ0043;                    North         East    Units  Estimated Accuracy
 HZ0043;SPC KY1Z     - 1,262,920.    1,620,970.      MT  (+/- 180 meters Scaled)
 HZ0043
 HZ0043                          SUPERSEDED SURVEY CONTROL
 HZ0043
 HZ0043  NGVD 29 (??/??/92)  234.095  (m)          768.03   (f) ADJ UNCH    2 0
 HZ0043
 HZ0043.Superseded values are not recommended for survey control.
 HZ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0043.See file dsdata.txt to determine how the superseded data were derived.
 HZ0043
 HZ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH296861(NAD 83)
 HZ0043_MARKER: DB = BENCH MARK DISK
 HZ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0043_STAMPING: B 35 1935 768.027
 HZ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0043+STABILITY: SURFACE MOTION
 HZ0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0043+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 HZ0043
 HZ0043  HISTORY     - Date     Condition        Report By
 HZ0043  HISTORY     - 1935     MONUMENTED       CGS
 HZ0043  HISTORY     - 1955     GOOD             NGS
 HZ0043  HISTORY     - 20040325 GOOD             KYDT
 HZ0043
 HZ0043                          STATION DESCRIPTION
 HZ0043
 HZ0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0043'2.2 MI N FROM FALMOUTH.
 HZ0043'1.75 MILES NORTHWEST ALONG U.S. HIGHWAY 27 AND STATE HIGHWAY 22
 HZ0043'FROM THE JUNCTION OF THESE HIGHWAYS AT THE NORTHWEST EDGE OF
 HZ0043'FALMOUTH, THENCE SOUTHEAST OF OLD BLACK TOP WHICH IS OLD HIGHWAY
 HZ0043'22 FOR 0.1 MILE TO FORK, THENCE SOUTHEAST ON OLD BLACK TOP FOR
 HZ0043'0.3 MILE TO SHARP CURVE AND CULVERT, 56.5 FEET NORTH 50 DEG EAST
 HZ0043'OF THE POINT OF THE ANGLE IN HEADWALL, 10.0 FEET NORTH OF THE
 HZ0043'FENCE AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
 HZ0043
 HZ0043                          STATION RECOVERY (2004)
 HZ0043
 HZ0043'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HZ0043'ABOUT 1.5 MILES NORTHEAST ALONG US 27 FROM JUNCTION OF KY 330 AT
 HZ0043'NORTHWEST SIDE OF FALMOUTH. ABOUT 0.4 MILE SOUTHEAST ALONG US 27 FROM
 HZ0043'JUNCTION OF KY 22.
 HZ0043'THENCE 0.05 MILE NORTHEAST ALONG KENNEDY RIDGE ROAD TO DIM ROAD, OLD
 HZ0043'US 27, SOUTHEAST. THENCE 0.3 MILE SOUTHEAST ALONG DIM ROAD TO A SHARP
 HZ0043'CURVE WITH LARGE CONCRETE CULVERT HEADWALL AND MARK ON THE LEFT. MARK
 HZ0043'IS 71 FEET NORTHWEST AND ACROSS DIM ROAD FROM EAST END OF HEADWALL,
 HZ0043'56.8 FEET NORTH OF FIRST ANGLE IN HEADWALL WEST OF THE EAST END, 1
 HZ0043'FOOT SOUTH OF A CARSONITE WITNESS POST AND PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1525 ***********************************************************************
 HZ1525  DESIGNATION -  B 351
 HZ1525  PID         -  HZ1525
 HZ1525  STATE/COUNTY-  KY/OLDHAM
 HZ1525  USGS QUAD   -  OWEN (1983)
 HZ1525
 HZ1525                         *CURRENT SURVEY CONTROL
 HZ1525  ___________________________________________________________________
 HZ1525* NAD 83(1986)-  38 23 18.     (N)    085 36 11.     (W)     SCALED    
 HZ1525* NAVD 88     -       205.272  (meters)     673.46   (feet)  ADJUSTED  
 HZ1525  ___________________________________________________________________
 HZ1525  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HZ1525  DYNAMIC HT  -         205.136 (meters)     673.02  (feet)  COMP
 HZ1525  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 HZ1525
 HZ1525  VERT ORDER  -  FIRST     CLASS II
 HZ1525
 HZ1525.The horizontal coordinates were scaled from a topographic map and have
 HZ1525.an estimated accuracy of +/- 6 seconds.
 HZ1525
 HZ1525.The orthometric height was determined by differential leveling
 HZ1525.and adjusted by the National Geodetic Survey in June 1991..
 HZ1525
 HZ1525.The geoid height was determined by GEOID03.
 HZ1525
 HZ1525.The dynamic height is computed by dividing the NAVD 88
 HZ1525.geopotential number by the normal gravity value computed on the
 HZ1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1525.degrees latitude (g = 980.6199 gals.).
 HZ1525
 HZ1525.The modeled gravity was interpolated from observed gravity values.
 HZ1525
 HZ1525;                    North         East    Units  Estimated Accuracy
 HZ1525;SPC KY1Z     - 1,228,080.    1,512,840.      MT  (+/- 180 meters Scaled)
 HZ1525
 HZ1525                          SUPERSEDED SURVEY CONTROL
 HZ1525
 HZ1525  NGVD 29 (??/??/92)  205.432  (m)          673.99   (f) ADJ UNCH    1 2
 HZ1525
 HZ1525.Superseded values are not recommended for survey control.
 HZ1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1525.See file dsdata.txt to determine how the superseded data were derived.
 HZ1525
 HZ1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH220498(NAD 83)
 HZ1525_MARKER: DB = BENCH MARK DISK
 HZ1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1525_STAMPING: B 351 1954
 HZ1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1525+STABILITY: SURFACE MOTION
 HZ1525
 HZ1525  HISTORY     - Date     Condition        Report By
 HZ1525  HISTORY     - 1954     MONUMENTED       CGS
 HZ1525  HISTORY     - 1963     GOOD             NGS
 HZ1525  HISTORY     - 19980303 GOOD             USPSQD
 HZ1525
 HZ1525                          STATION DESCRIPTION
 HZ1525
 HZ1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1525'4.4 MI N FROM PROSPECT.
 HZ1525'ABOUT 3.35 MILES NORTHWEST AND NORTH ALONG A BLACK TOP AND GRAVEL
 HZ1525'ROAD FROM THE POST OFFICE AND JUNCTION OF U.S. HIGHWAY 42 AT
 HZ1525'PROSPECT, THENCE ABOUT 1.1 MILES EAST AND SOUTHEAST ALONG A GRAVEL
 HZ1525'ROAD, ABOUT 1.15 MILES NORTHWEST OF JUNCTION OF U.S. HIGHWAY 42,
 HZ1525'NEAR THE TOP OF A LONG HILL, ABOUT 0.2 MILE NORTHWEST OF A 12-FOOT
 HZ1525'CONCRETE BRIDGE AND A TURN IN ROAD WITH TANGENTS EXTENDING EAST
 HZ1525'AND NORTH-NORTHWEST, 44 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 HZ1525'30 FEET NORTHWEST OF A 12-INCH BLACK WALNUT TREE IN A FENCE LINE,
 HZ1525'25 FEET NORTHWEST OF A FENCE CORNER, 12 FEET NORTHWEST OF CENTER
 HZ1525'OF A FARM GATE, 2 FEET NORTHEAST OF A FENCE LINE, ABOUT 4 FEET
 HZ1525'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ1525'4 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE PRESBYTERIAN
 HZ1525'CHURCH AT GOSHEN, OLDHAM COUNTY, BY GOING ABOUT 1.8 MILES SOUTHWEST
 HZ1525'ALONG U.S. HIGHWAY 42, THENCE ABOUT 1.15 MILES NORTHWEST ALONG
 HZ1525'A GRAVEL ROAD.
 HZ1525
 HZ1525                          STATION RECOVERY (1963)
 HZ1525
 HZ1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1525'RECOVERED IN GOOD CONDITION.
 HZ1525
 HZ1525                          STATION RECOVERY (1998)
 HZ1525
 HZ1525'RECOVERY NOTE BY US POWER SQUADRON 1998
 HZ1525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0893 ***********************************************************************
 HZ0893  DESIGNATION -  B 352
 HZ0893  PID         -  HZ0893
 HZ0893  STATE/COUNTY-  KY/TRIMBLE
 HZ0893  USGS QUAD   -  BETHLEHEM (1993)
 HZ0893
 HZ0893                         *CURRENT SURVEY CONTROL
 HZ0893  ___________________________________________________________________
 HZ0893* NAD 83(1986)-  38 34 57.     (N)    085 24 53.     (W)     SCALED    
 HZ0893* NAVD 88     -       142.138  (meters)     466.33   (feet)  ADJUSTED  
 HZ0893  ___________________________________________________________________
 HZ0893  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 HZ0893  DYNAMIC HT  -         142.042 (meters)     466.02  (feet)  COMP
 HZ0893  MODELED GRAV-     979,955.0   (mgal)                       NAVD 88
 HZ0893
 HZ0893  VERT ORDER  -  FIRST     CLASS II
 HZ0893
 HZ0893.The horizontal coordinates were scaled from a topographic map and have
 HZ0893.an estimated accuracy of +/- 6 seconds.
 HZ0893
 HZ0893.The orthometric height was determined by differential leveling
 HZ0893.and adjusted by the National Geodetic Survey in June 1991..
 HZ0893
 HZ0893.The geoid height was determined by GEOID03.
 HZ0893
 HZ0893.The dynamic height is computed by dividing the NAVD 88
 HZ0893.geopotential number by the normal gravity value computed on the
 HZ0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0893.degrees latitude (g = 980.6199 gals.).
 HZ0893
 HZ0893.The modeled gravity was interpolated from observed gravity values.
 HZ0893
 HZ0893;                    North         East    Units  Estimated Accuracy
 HZ0893;SPC KY1Z     - 1,249,680.    1,529,210.      MT  (+/- 180 meters Scaled)
 HZ0893
 HZ0893                          SUPERSEDED SURVEY CONTROL
 HZ0893
 HZ0893  NGVD 29 (??/??/92)  142.304  (m)          466.88   (f) ADJ UNCH    1 2
 HZ0893
 HZ0893.Superseded values are not recommended for survey control.
 HZ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0893.See file dsdata.txt to determine how the superseded data were derived.
 HZ0893
 HZ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH380716(NAD 83)
 HZ0893_MARKER: DB = BENCH MARK DISK
 HZ0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0893_STAMPING: B 352 1954
 HZ0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0893+STABILITY: SURFACE MOTION
 HZ0893
 HZ0893  HISTORY     - Date     Condition        Report By
 HZ0893  HISTORY     - 1954     MONUMENTED       CGS
 HZ0893  HISTORY     - 1961     GOOD             NGS
 HZ0893
 HZ0893                          STATION DESCRIPTION
 HZ0893
 HZ0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0893'0.8 MI N FROM WISES LANDING.
 HZ0893'0.85 MILE NORTH ALONG A GRAVEL ROAD FROM THE BAPTIST CHURCH
 HZ0893'AT WISES LANDING, ABOUT 0.35 MILE NORTHEAST OF JUNCTION OF
 HZ0893'A GRAVEL ROAD EAST, 14 FEET WEST OF CENTER LINE OF ROAD, 370
 HZ0893'FEET SOUTH OF A RIGHT ANGLE CURVE IN ROAD WITH TANGENTS
 HZ0893'EXTENDING WEST AND SOUTH, 41 FEET NORTHEAST OF NORTHEAST CORNER
 HZ0893'OF ROBERT DUNLAP RESIDENCE, 70 FEET NORTH-NORTHEAST OF A CISTERN
 HZ0893'PUMP, 41 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE
 HZ0893'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 HZ0893'WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0893'2 INCHES.
 HZ0893
 HZ0893                          STATION RECOVERY (1961)
 HZ0893
 HZ0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HZ0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0933 ***********************************************************************
 HZ0933  DESIGNATION -  B 353
 HZ0933  PID         -  HZ0933
 HZ0933  STATE/COUNTY-  KY/CARROLL
 HZ0933  USGS QUAD   -  CARROLLTON (1994)
 HZ0933
 HZ0933                         *CURRENT SURVEY CONTROL
 HZ0933  ___________________________________________________________________
 HZ0933* NAD 83(1986)-  38 41 05.     (N)    085 09 35.     (W)     SCALED    
 HZ0933* NAVD 88     -       147.745  (meters)     484.73   (feet)  ADJUSTED  
 HZ0933  ___________________________________________________________________
 HZ0933  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ0933  DYNAMIC HT  -         147.649 (meters)     484.41  (feet)  COMP
 HZ0933  MODELED GRAV-     979,981.2   (mgal)                       NAVD 88
 HZ0933
 HZ0933  VERT ORDER  -  FIRST     CLASS II
 HZ0933
 HZ0933.The horizontal coordinates were scaled from a topographic map and have
 HZ0933.an estimated accuracy of +/- 6 seconds.
 HZ0933
 HZ0933.The orthometric height was determined by differential leveling
 HZ0933.and adjusted by the National Geodetic Survey in June 1991..
 HZ0933
 HZ0933.The geoid height was determined by GEOID03.
 HZ0933
 HZ0933.The dynamic height is computed by dividing the NAVD 88
 HZ0933.geopotential number by the normal gravity value computed on the
 HZ0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0933.degrees latitude (g = 980.6199 gals.).
 HZ0933
 HZ0933.The modeled gravity was interpolated from observed gravity values.
 HZ0933
 HZ0933;                    North         East    Units  Estimated Accuracy
 HZ0933;SPC KY1Z     - 1,261,140.    1,551,360.      MT  (+/- 180 meters Scaled)
 HZ0933
 HZ0933                          SUPERSEDED SURVEY CONTROL
 HZ0933
 HZ0933  NGVD 29 (??/??/92)  147.924  (m)          485.31   (f) ADJ UNCH    1 2
 HZ0933
 HZ0933.Superseded values are not recommended for survey control.
 HZ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0933.See file dsdata.txt to determine how the superseded data were derived.
 HZ0933
 HZ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH600833(NAD 83)
 HZ0933_MARKER: DB = BENCH MARK DISK
 HZ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0933_STAMPING: B 353 1954
 HZ0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0933+STABILITY: SURFACE MOTION
 HZ0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0933+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003
 HZ0933
 HZ0933  HISTORY     - Date     Condition        Report By
 HZ0933  HISTORY     - 1954     MONUMENTED       CGS
 HZ0933  HISTORY     - 1964     GOOD             NGS
 HZ0933  HISTORY     - 20000928 SEE DESCRIPTION  NGS
 HZ0933  HISTORY     - 20030307 GOOD             KYDT
 HZ0933  HISTORY     - 20030307 GOOD             NGS
 HZ0933
 HZ0933                          STATION DESCRIPTION
 HZ0933
 HZ0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0933'1.2 MI E FROM CARROLLTON.
 HZ0933'1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 42 FROM THE COURT HOUSE
 HZ0933'AT CARROLLTON, ABOUT 0.15 MILE NORTHEAST OF JUNCTION OF U.S.
 HZ0933'HIGHWAY 227 AND STATE HIGHWAY 36 LEADING SOUTHEAST, 34 FEET
 HZ0933'SOUTHEAST OF CENTER LINE OF HIGHWAY, 47 1/2 FEET NORTH AND ACROSS
 HZ0933'A NARROW GRAVEL ROAD FROM THE NORTH CORNER OF JOHN R. STOUT
 HZ0933'RESIDENCE, 11 FEET NORTHEAST OF CENTER LINE OF NARROW GRAVEL
 HZ0933'ROAD SOUTHEAST, 4 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT
 HZ0933'NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN
 HZ0933'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN
 HZ0933'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HZ0933
 HZ0933                          STATION RECOVERY (1964)
 HZ0933
 HZ0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0933'RECOVERED IN GOOD CONDITION.
 HZ0933
 HZ0933                          STATION RECOVERY (2000)
 HZ0933
 HZ0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (BES)
 HZ0933'KENTUCKY DOT HAS REPORTED THAT THIS MARK HAD BEEN DESTROYED.
 HZ0933
 HZ0933                          STATION RECOVERY (2003)
 HZ0933
 HZ0933'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0933'MARK IS 47.2 FEET NORTH OF NORTH CORNER OF 1.5 STORY FRAME HOUSE, 35.3
 HZ0933'FEET SOUTHEAST OF CENTERLINE(CENTER TURNING LANE) OF ROAD, 17.1 FEET
 HZ0933'NORTHWEST OF A POWER POLE W/TRANDFORMER, 6.5 FEET NORTHWEST OF A FIRE
 HZ0933'HYDRANT AND FLUSH WITH GROUND.
 HZ0933
 HZ0933                          STATION RECOVERY (2003)
 HZ0933
 HZ0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRM)
 HZ0933'MARK WAS MISTAKENLY REPORTED AS DESTROYED IN 2000 (BES), AND HAS BEEN
 HZ0933'RECOVERED IN GOOD CONDITION IN UNDISTURBED GROUND.
 HZ0933'1.2 MI E FROM CARROLLTON.
 HZ0933'1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 42 FROM THE COURT HOUSE
 HZ0933'AT CARROLLTON, ABOUT 0.15 MILE NORTHEAST OF JUNCTION OF U.S.
 HZ0933'HIGHWAY 227 AND STATE HIGHWAY 36 LEADING SOUTHEAST,
 HZ0933'35.3 FT SE OF CL OF HIGHWAY,
 HZ0933'47.2 FEET N OF N CORNER OF 1 1/2 STORY FRAME HOUSE,
 HZ0933'17.1 FEET NW OF POER POLE WITH TRANSFORMER,
 HZ0933'6.5 FEET NW OF FIRE PLUG,
 HZ0933'SET IN CONCRETE POST LEVEL WITH GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF8407 ***********************************************************************
 DF8407  DESIGNATION -  B 353 RESET
 DF8407  PID         -  DF8407
 DF8407  STATE/COUNTY-  KY/CARROLL
 DF8407  USGS QUAD   -  CARROLLTON (1994)
 DF8407
 DF8407                         *CURRENT SURVEY CONTROL
 DF8407  ___________________________________________________________________
 DF8407* NAD 83(1986)-  38 41 05.     (N)    085 09 35.     (W)     SCALED    
 DF8407* NAVD 88     -       148.32   (meters)     486.6    (feet)  RESET     
 DF8407  ___________________________________________________________________
 DF8407  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DF8407
 DF8407  VERT ORDER  -  THIRD
 DF8407
 DF8407.The horizontal coordinates were scaled from a topographic map and have
 DF8407.an estimated accuracy of +/- 6 seconds.
 DF8407
 DF8407.The orthometric height was computed from unverified reset data.
 DF8407.No vertical observational check was made to the station.
 DF8407
 DF8407.The geoid height was determined by GEOID03.
 DF8407
 DF8407;                    North         East    Units  Estimated Accuracy
 DF8407;SPC KY1Z     - 1,261,140.    1,551,360.      MT  (+/- 180 meters Scaled)
 DF8407
 DF8407                          SUPERSEDED SURVEY CONTROL
 DF8407
 DF8407.No superseded survey control is available for this station.
 DF8407
 DF8407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH600833(NAD 83)
 DF8407_MARKER: DV = VERTICAL CONTROL DISK
 DF8407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8407_STAMPING: B 353 1954 RESET 2003
 DF8407_MARK LOGO: NGS   
 DF8407_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8407+STABILITY: SURFACE MOTION
 DF8407
 DF8407  HISTORY     - Date     Condition        Report By
 DF8407  HISTORY     - 2003     MONUMENTED       KYDT
 DF8407
 DF8407                          STATION DESCRIPTION
 DF8407
 DF8407'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 DF8407'0.2 MILE (0.3 KM) NORTHEAST ALONG US 42 FROM THE JUNCTION OF KY 227 AT
 DF8407'CARROLLTON TO CARTMELL ELEMENTARY SCHOOL AND MARK ON THE RIGHT, 151.5
 DF8407'FEET (46.2 M) WEST OF THE CENTER OF EAST ENTRANCE DRIVE TO SCHOOL,
 DF8407'131.5 FEET (40.1 M) EAST OF THE CENTER OF THE WEST ENTRANCE DRIVE TO
 DF8407'SCHOOL, 50 FEET (15.2 M) SOUTHEAST OF CENTERLINE OF US 42, 47.6 FEET
 DF8407'(14.5 M) WEST OF THE SOUTH LEG OF SCHOOL SIGN, 18 FEET (5.5 M)
 DF8407'NORTHWEST OF NORTHWEST EDGE OF ASPHALT PARKING LOT, 5.8 FEET (1.8 M)
 DF8407'WEST OF A POWER POLE WITH SECURITY LIGHTS AND CARSONITE WITNESS POST,
 DF8407'A VERTICAL CONTROL DISK SET IN THE TOP OF A CONTROL DISK SET IN THE
 DF8407'TOP OF A CONCRETE POST, FLUSH WITH GROUND.  A STEEL REBAR WAS PLACED
 DF8407'IN CONCRETE POST TO AID IN FUTURE RECOVERIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1086 ***********************************************************************
 HY1086  DESIGNATION -  B 354
 HY1086  PID         -  HY1086
 HY1086  STATE/COUNTY-  KY/GREENUP
 HY1086  USGS QUAD   -  PORTSMOUTH (1975)
 HY1086
 HY1086                         *CURRENT SURVEY CONTROL
 HY1086  ___________________________________________________________________
 HY1086* NAD 83(1986)-  38 43 19.     (N)    082 58 48.     (W)     SCALED    
 HY1086* NAVD 88     -       164.413  (meters)     539.41   (feet)  ADJUSTED  
 HY1086  ___________________________________________________________________
 HY1086  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY1086  DYNAMIC HT  -         164.310 (meters)     539.07  (feet)  COMP
 HY1086  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 HY1086
 HY1086  VERT ORDER  -  FIRST     CLASS I
 HY1086
 HY1086.The horizontal coordinates were scaled from a topographic map and have
 HY1086.an estimated accuracy of +/- 6 seconds.
 HY1086
 HY1086.The orthometric height was determined by differential leveling
 HY1086.and adjusted by the National Geodetic Survey in June 1991..
 HY1086
 HY1086.The geoid height was determined by GEOID03.
 HY1086
 HY1086.The dynamic height is computed by dividing the NAVD 88
 HY1086.geopotential number by the normal gravity value computed on the
 HY1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1086.degrees latitude (g = 980.6199 gals.).
 HY1086
 HY1086.The modeled gravity was interpolated from observed gravity values.
 HY1086
 HY1086;                    North         East    Units  Estimated Accuracy
 HY1086;SPC KY1Z     - 1,268,680.    1,740,860.      MT  (+/- 180 meters Scaled)
 HY1086
 HY1086                          SUPERSEDED SURVEY CONTROL
 HY1086
 HY1086  NGVD 29 (??/??/92)  164.602  (m)          540.03   (f) ADJ UNCH    1 1
 HY1086
 HY1086.Superseded values are not recommended for survey control.
 HY1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1086.See file dsdata.txt to determine how the superseded data were derived.
 HY1086
 HY1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC278877(NAD 83)
 HY1086_MARKER: DB = BENCH MARK DISK
 HY1086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1086_SP_SET: CULVERT
 HY1086_STAMPING: B 354 1956
 HY1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1086
 HY1086  HISTORY     - Date     Condition        Report By
 HY1086  HISTORY     - 1956     MONUMENTED       CGS
 HY1086  HISTORY     - 1967     GOOD             NGS
 HY1086  HISTORY     - 1979     GOOD             LOCENG
 HY1086
 HY1086                          STATION DESCRIPTION
 HY1086
 HY1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1086'1.2 MI E FROM SOUTH PORTSMOUTH.
 HY1086'ABOUT 1.2 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY1086'THE STATION AT SOUTH PORTSMOUTH, 0.4 MILE WEST OF STATION SIGN
 HY1086'AT FULLERTON, SET VERTICALLY IN THE NORTH FACE OF THE NORTH
 HY1086'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT UNDER U.S. HIGHWAY
 HY1086'23, 138 FEET WEST OF MILEPOST 549, 19.3 FEET SOUTH OF THE SOUTH
 HY1086'RAIL OF THE NEAR TRACK, 0.5 FOOT ABOVE THE PIPE CULVERT AND 1
 HY1086'FOOT ABOVE THE LEVEL OF THE TRACK.
 HY1086
 HY1086                          STATION RECOVERY (1979)
 HY1086
 HY1086'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1041 ***********************************************************************
 HY1041  DESIGNATION -  B 355
 HY1041  PID         -  HY1041
 HY1041  STATE/COUNTY-  KY/GREENUP
 HY1041  USGS QUAD   -  IRONTON (1987)
 HY1041
 HY1041                         *CURRENT SURVEY CONTROL
 HY1041  ___________________________________________________________________
 HY1041* NAD 83(1986)-  38 30 18.     (N)    082 40 44.     (W)     SCALED    
 HY1041* NAVD 88     -       165.680  (meters)     543.57   (feet)  ADJUSTED  
 HY1041  ___________________________________________________________________
 HY1041  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HY1041  DYNAMIC HT  -         165.571 (meters)     543.21  (feet)  COMP
 HY1041  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 HY1041
 HY1041  VERT ORDER  -  FIRST     CLASS II
 HY1041
 HY1041.The horizontal coordinates were scaled from a topographic map and have
 HY1041.an estimated accuracy of +/- 6 seconds.
 HY1041
 HY1041.The orthometric height was determined by differential leveling
 HY1041.and adjusted by the National Geodetic Survey in June 1991..
 HY1041
 HY1041.The geoid height was determined by GEOID03.
 HY1041
 HY1041.The dynamic height is computed by dividing the NAVD 88
 HY1041.geopotential number by the normal gravity value computed on the
 HY1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1041.degrees latitude (g = 980.6199 gals.).
 HY1041
 HY1041.The modeled gravity was interpolated from observed gravity values.
 HY1041
 HY1041;                    North         East    Units  Estimated Accuracy
 HY1041;SPC KY1Z     - 1,245,430.    1,767,830.      MT  (+/- 180 meters Scaled)
 HY1041
 HY1041                          SUPERSEDED SURVEY CONTROL
 HY1041
 HY1041  NGVD 29 (??/??/92)  165.871  (m)          544.20   (f) ADJ UNCH    1 2
 HY1041
 HY1041.Superseded values are not recommended for survey control.
 HY1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1041.See file dsdata.txt to determine how the superseded data were derived.
 HY1041
 HY1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC536631(NAD 83)
 HY1041_MARKER: DB = BENCH MARK DISK
 HY1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1041_STAMPING: B 355 1956
 HY1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1041+STABILITY: SURFACE MOTION
 HY1041
 HY1041  HISTORY     - Date     Condition        Report By
 HY1041  HISTORY     - 1956     MONUMENTED       CGS
 HY1041  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY1041
 HY1041                          STATION DESCRIPTION
 HY1041
 HY1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY1041'2.6 MI NW FROM ASHLAND.
 HY1041'2.6 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY1041'THE STATION AT ASHLAND, ABOUT 309 YARDS SOUTHEAST OF MILE POST
 HY1041'522, 38 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTHWEST TRACK,
 HY1041'39 FEET NORTHEAST OF CENTER LINE OF U.S. HIGHWAY 23, 32 1/2
 HY1041'FEET NORTH OF NORTHWEST END OF NORTHEAST HEAD WALL OF A 15-INCH
 HY1041'PIPE CULVERT UNDER HIGHWAY, 60 1/2 FEET SOUTHEAST OF THE 9TH
 HY1041'TELEPHONE POLE SOUTHEAST OF MILE POST 522, 1 FOOT SOUTHEAST OF
 HY1041'SOUTHEAST CORNER OF A 4 BY 4-FOOT SURFACE BOULDER PROJECTING
 HY1041'1 FOOT, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 HY1041'FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 HY1041'PROJECTING 5 INCHES.
 HY1041
 HY1041                          STATION RECOVERY (1984)
 HY1041
 HY1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY1041'NOT RECOVERED, THE HIGHWAY HAS BEEN WIDENED AND IS BELIEVED TO COVER
 HY1041'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0523 ***********************************************************************
 GD0523  DESIGNATION -  B 356
 GD0523  PID         -  GD0523
 GD0523  STATE/COUNTY-  KY/FULTON
 GD0523  USGS QUAD   -  HICKMAN (1983)
 GD0523
 GD0523                         *CURRENT SURVEY CONTROL
 GD0523  ___________________________________________________________________
 GD0523* NAD 83(1986)-  36 34 13.     (N)    089 11 58.     (W)     SCALED    
 GD0523* NAVD 88     -        93.590  (meters)     307.05   (feet)  ADJUSTED  
 GD0523  ___________________________________________________________________
 GD0523  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD0523  DYNAMIC HT  -          93.517 (meters)     306.81  (feet)  COMP
 GD0523  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 GD0523
 GD0523  VERT ORDER  -  FIRST     CLASS I
 GD0523
 GD0523.The horizontal coordinates were scaled from a topographic map and have
 GD0523.an estimated accuracy of +/- 6 seconds.
 GD0523
 GD0523.The orthometric height was determined by differential leveling
 GD0523.and adjusted by the National Geodetic Survey in June 1991..
 GD0523.WARNING-Repeat measurements at this control monument indicate possible
 GD0523.vertical movement.
 GD0523
 GD0523.The geoid height was determined by GEOID03.
 GD0523
 GD0523.The dynamic height is computed by dividing the NAVD 88
 GD0523.geopotential number by the normal gravity value computed on the
 GD0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0523.degrees latitude (g = 980.6199 gals.).
 GD0523
 GD0523.The modeled gravity was interpolated from observed gravity values.
 GD0523
 GD0523;                    North         East    Units  Estimated Accuracy
 GD0523;SPC KY1Z     - 1,032,010.    1,191,260.      MT  (+/- 180 meters Scaled)
 GD0523
 GD0523                          SUPERSEDED SURVEY CONTROL
 GD0523
 GD0523  NGVD 29 (??/??/??)   93.516  (m)          306.81   (f) ADJUSTED    1 1
 GD0523
 GD0523.Superseded values are not recommended for survey control.
 GD0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0523.See file dsdata.txt to determine how the superseded data were derived.
 GD0523
 GD0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF031494(NAD 83)
 GD0523_MARKER: DB = BENCH MARK DISK
 GD0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0523_SP_SET: CATCH BASIN
 GD0523_STAMPING: B 356 1957
 GD0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0523
 GD0523  HISTORY     - Date     Condition        Report By
 GD0523  HISTORY     - 1957     MONUMENTED       CGS
 GD0523  HISTORY     - 1974     POOR             NGS
 GD0523
 GD0523                          STATION DESCRIPTION
 GD0523
 GD0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0523'0.4 MI SW FROM HICKMAN.
 GD0523'ABOUT 0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE POST
 GD0523'OFFICE AT HICKMAN, SET IN THE TOP SOUTHWEST CORNER OF A CONCRETE
 GD0523'CATCH BASIN, AT THE JUNCTION OF BROOKLYN STREET AND STATE
 GD0523'HIGHWAY 94, 38 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF
 GD0523'BROOKLYN STREET, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 GD0523'1.5 FEET WEST OF A POWER POLE AND ABOUT LEVEL WITH THE HIGHWAY.
 GD0523'NOTE-- CONCRETE IS CRACKED ALL AROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0041 ***********************************************************************
 HA0041  DESIGNATION -  B 356
 HA0041  PID         -  HA0041
 HA0041  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0041  USGS QUAD   -  HARDINSBURG (1993)
 HA0041
 HA0041                         *CURRENT SURVEY CONTROL
 HA0041  ___________________________________________________________________
 HA0041* NAD 83(1986)-  37 45 19.     (N)    086 25 41.     (W)     SCALED    
 HA0041* NAVD 88     -       219.490  (meters)     720.11   (feet)  ADJUSTED  
 HA0041  ___________________________________________________________________
 HA0041  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HA0041  DYNAMIC HT  -         219.331 (meters)     719.59  (feet)  COMP
 HA0041  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 HA0041
 HA0041  VERT ORDER  -  SECOND    CLASS 0
 HA0041
 HA0041.The horizontal coordinates were scaled from a topographic map and have
 HA0041.an estimated accuracy of +/- 6 seconds.
 HA0041
 HA0041.The orthometric height was determined by differential leveling
 HA0041.and adjusted by the National Geodetic Survey in June 1991..
 HA0041
 HA0041.The geoid height was determined by GEOID03.
 HA0041
 HA0041.The dynamic height is computed by dividing the NAVD 88
 HA0041.geopotential number by the normal gravity value computed on the
 HA0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0041.degrees latitude (g = 980.6199 gals.).
 HA0041
 HA0041.The modeled gravity was interpolated from observed gravity values.
 HA0041
 HA0041;                    North         East    Units  Estimated Accuracy
 HA0041;SPC KY1Z     - 1,158,030.    1,440,250.      MT  (+/- 180 meters Scaled)
 HA0041
 HA0041                          SUPERSEDED SURVEY CONTROL
 HA0041
 HA0041  NGVD 29 (??/??/92)  219.633  (m)          720.58   (f) ADJ UNCH    2 0
 HA0041
 HA0041.Superseded values are not recommended for survey control.
 HA0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0041.See file dsdata.txt to determine how the superseded data were derived.
 HA0041
 HA0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG503788(NAD 83)
 HA0041_MARKER: DB = BENCH MARK DISK
 HA0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0041_STAMPING: B 356 1954
 HA0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0041+STABILITY: SURFACE MOTION
 HA0041
 HA0041  HISTORY     - Date     Condition        Report By
 HA0041  HISTORY     - 1954     MONUMENTED       CGS
 HA0041
 HA0041                          STATION DESCRIPTION
 HA0041
 HA0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0041'1 MI W FROM HARNED.
 HA0041'ABOUT 1.05 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 HA0041'STATE HIGHWAY 65 LEADING SOUTH, AT THE JUNCTION OF A SMALL ROAD
 HA0041'LEADING NORTHWEST, 31 FEET NORTH OF CENTER LINE OF HIGHWAY, 13
 HA0041'FEET NORTHEAST OF CENTER LINE OF ROAD NORTHWEST, 1 FOOT SOUTHWEST
 HA0041'OF A FENCE LINE, 13 FEET NORTHWEST OF A FENCE CORNER, 82 FEET EAST
 HA0041'OF A 20-INCH OAK TREE WHICH IS IN Y OF JUNCTION, 2 FEET NORTHWEST
 HA0041'OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF
 HA0041'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HA0041'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0042 ***********************************************************************
 HA0042  DESIGNATION -  B 356 RESET
 HA0042  PID         -  HA0042
 HA0042  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0042  USGS QUAD   -  HARDINSBURG (1993)
 HA0042
 HA0042                         *CURRENT SURVEY CONTROL
 HA0042  ___________________________________________________________________
 HA0042* NAD 83(1986)-  37 45 19.     (N)    086 25 42.     (W)     SCALED    
 HA0042* NAVD 88     -       219.53   (meters)     720.2    (feet)  RESET     
 HA0042  ___________________________________________________________________
 HA0042  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HA0042
 HA0042  VERT ORDER  -  THIRD
 HA0042
 HA0042.The horizontal coordinates were scaled from a topographic map and have
 HA0042.an estimated accuracy of +/- 6 seconds.
 HA0042
 HA0042.The orthometric height was computed from unverified reset data.
 HA0042.No vertical observational check was made to the station.
 HA0042
 HA0042.The geoid height was determined by GEOID03.
 HA0042
 HA0042;                    North         East    Units  Estimated Accuracy
 HA0042;SPC KY1Z     - 1,158,030.    1,440,230.      MT  (+/- 180 meters Scaled)
 HA0042
 HA0042                          SUPERSEDED SURVEY CONTROL
 HA0042
 HA0042  NGVD 29 (??/??/??)  219.68   (m)          720.7    (f) RESET       3  
 HA0042
 HA0042.Superseded values are not recommended for survey control.
 HA0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0042.See file dsdata.txt to determine how the superseded data were derived.
 HA0042
 HA0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG503788(NAD 83)
 HA0042_MARKER: DD = SURVEY DISK
 HA0042_SETTING: 0 = UNSPECIFIED SETTING
 HA0042_STAMPING: B 356 RESET 1967
 HA0042_MARK LOGO: CGS   
 HA0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0042
 HA0042  HISTORY     - Date     Condition        Report By
 HA0042  HISTORY     - 1967     MONUMENTED       LOCENG
 HA0042
 HA0042                          STATION DESCRIPTION
 HA0042
 HA0042'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 HA0042'1 MI W FROM HARNED.
 HA0042'ABOUT 1.05 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 HA0042'STATE HIGHWAY 65 LEADING SOUTH, AT THE JUNCTION OF A SMALL ROAD
 HA0042'LEADING NORTHWEST, NEAR RIGHT-OF-WAY MARKER AT HIGHWAY STATION 3303
 HA0042'+ 75 AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0504 ***********************************************************************
 GD0504  DESIGNATION -  B 358
 GD0504  PID         -  GD0504
 GD0504  STATE/COUNTY-  KY/FULTON
 GD0504  USGS QUAD   -  HICKMAN (1983)
 GD0504
 GD0504                         *CURRENT SURVEY CONTROL
 GD0504  ___________________________________________________________________
 GD0504* NAD 83(1986)-  36 37 16.     (N)    089 09 03.     (W)     SCALED    
 GD0504* NAVD 88     -        94.161  (meters)     308.93   (feet)  ADJUSTED  
 GD0504  ___________________________________________________________________
 GD0504  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GD0504  DYNAMIC HT  -          94.088 (meters)     308.69  (feet)  COMP
 GD0504  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 GD0504
 GD0504  VERT ORDER  -  FIRST     CLASS II
 GD0504
 GD0504.The horizontal coordinates were scaled from a topographic map and have
 GD0504.an estimated accuracy of +/- 6 seconds.
 GD0504
 GD0504.The orthometric height was determined by differential leveling
 GD0504.and adjusted by the National Geodetic Survey in June 1991..
 GD0504
 GD0504.The geoid height was determined by GEOID03.
 GD0504
 GD0504.The dynamic height is computed by dividing the NAVD 88
 GD0504.geopotential number by the normal gravity value computed on the
 GD0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0504.degrees latitude (g = 980.6199 gals.).
 GD0504
 GD0504.The modeled gravity was interpolated from observed gravity values.
 GD0504
 GD0504;                    North         East    Units  Estimated Accuracy
 GD0504;SPC KY1Z     - 1,037,480.    1,195,820.      MT  (+/- 180 meters Scaled)
 GD0504
 GD0504                          SUPERSEDED SURVEY CONTROL
 GD0504
 GD0504  NGVD 29 (??/??/??)   94.083  (m)          308.67   (f) ADJUSTED    1 2
 GD0504
 GD0504.Superseded values are not recommended for survey control.
 GD0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0504.See file dsdata.txt to determine how the superseded data were derived.
 GD0504
 GD0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF076549(NAD 83)
 GD0504_MARKER: DB = BENCH MARK DISK
 GD0504_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0504_SP_SET: 96 FEET
 GD0504_STAMPING: B 358 1957
 GD0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0504
 GD0504  HISTORY     - Date     Condition        Report By
 GD0504  HISTORY     - 1957     MONUMENTED       CGS
 GD0504  HISTORY     - 1967     MARK NOT FOUND   USGS
 GD0504
 GD0504                          STATION DESCRIPTION
 GD0504
 GD0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0504'6.2 MI NE FROM HICKMAN.
 GD0504'ABOUT 1.7 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE
 GD0504'AT HICKMAN, THENCE ABOUT 4.5 MILES NORTH ALONG A BLACK TOP AND
 GD0504'GRAVEL ROAD, ABOUT 75 YARDS SOUTH-SOUTHEAST AND ACROSS A SMALL
 GD0504'POND FROM THE SOUTH END OF A STEEL BRIDGE OVER OBION CREEK ON
 GD0504'ROAD LEADING NORTH, 203 FEET SOUTH OF CENTER LINE OF A DIRT ROAD
 GD0504'PARALLEL TO OBION CREEK, 121 FEET WEST-SOUTHWEST OF NORTHWEST
 GD0504'CORNER OF AN ABANDONED HOUSE, 110 FEET SOUTHWEST OF A WELL PUMP,
 GD0504'5 1/2 FEET EAST OF NORTHEAST CORNER OF A SMALL HOUSE WHICH IS
 GD0504'LOCATED ON A PROMINENT KNOLL, 1 3/4 FEET NORTH OF NORTH CONCRETE
 GD0504'PORCH STEP OF HOUSE, 1 1/2 FEET EAST OF A CONCRETE WITNESS POST,
 GD0504'ABOUT 12 FEET ABOVE LEVEL OF ROAD AND IS A DISK ON COPPER
 GD0504'COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A 6-INCH
 GD0504'CONCRETE TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO A
 GD0504'DEPTH OF 96 FEET.
 GD0504
 GD0504                          STATION RECOVERY (1967)
 GD0504
 GD0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GD0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0384 ***********************************************************************
 HZ0384  DESIGNATION -  B 363 RESET 1968
 HZ0384  PID         -  HZ0384
 HZ0384  STATE/COUNTY-  KY/FRANKLIN
 HZ0384  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0384
 HZ0384                         *CURRENT SURVEY CONTROL
 HZ0384  ___________________________________________________________________
 HZ0384* NAD 83(1986)-  38 10 49.     (N)    084 54 17.     (W)     SCALED    
 HZ0384* NAVD 88     -       236.80   (meters)     776.9    (feet)  RESET     
 HZ0384  ___________________________________________________________________
 HZ0384  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0384
 HZ0384  VERT ORDER  -  THIRD
 HZ0384
 HZ0384.This mark is at Capital City Airport (FFT)
 HZ0384
 HZ0384.The horizontal coordinates were scaled from a topographic map and have
 HZ0384.an estimated accuracy of +/- 6 seconds.
 HZ0384
 HZ0384.The orthometric height was computed from unverified reset data.
 HZ0384.No vertical observational check was made to the station.
 HZ0384
 HZ0384.The geoid height was determined by GEOID03.
 HZ0384
 HZ0384;                    North         East    Units  Estimated Accuracy
 HZ0384;SPC KY1Z     - 1,205,320.    1,574,050.      MT  (+/- 180 meters Scaled)
 HZ0384
 HZ0384                          SUPERSEDED SURVEY CONTROL
 HZ0384
 HZ0384  NGVD 29 (??/??/??)  236.97   (m)          777.5    (f) RESET       3  
 HZ0384
 HZ0384.Superseded values are not recommended for survey control.
 HZ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0384.See file dsdata.txt to determine how the superseded data were derived.
 HZ0384
 HZ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH835278(NAD 83)
 HZ0384_MARKER: DB = BENCH MARK DISK
 HZ0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0384_SP_SET: PAVEMENT
 HZ0384_STAMPING: B 363 RESET 1968
 HZ0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0384
 HZ0384  HISTORY     - Date     Condition        Report By
 HZ0384  HISTORY     - 1968     MONUMENTED       CGS
 HZ0384  HISTORY     - 1969     GOOD             NGS
 HZ0384  HISTORY     - 1970     GOOD             NGS
 HZ0384
 HZ0384                          STATION DESCRIPTION
 HZ0384
 HZ0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 HZ0384'AT FRANKFORT.
 HZ0384'THIS MARK WAS ESTABLISHED THROUGH TWO (2) T.B.M.S WHICH WERE
 HZ0384'ESTABLISHED IN 1968 BY THE ENGINEER FOR HAWORTH AND ASSICIATES, INC.
 HZ0384'OF FRANKFORT, KY.  THE MARK IS NEAR HANGAR NO. 4 AT THE FRANKFORT
 HZ0384'MUNICIPAL AIRPORT ABOUT 2 MILES SOUTHWEST OF DOWNTOWN FRANKFORT.
 HZ0384'IT IS A STANDARD DISK SET IN THE CONCRETE PAVEMENT, 103.8 FEET
 HZ0384'NORTH OF THE NORTHWEST CORNER OF THE KENTUCKY NATIONAL GUARD
 HZ0384'HANGAR, 76.3 FET NORTH OF THE APPROXIMATE CENTER OF THE METAL
 HZ0384'GRILL OF A LARGE STORM DRAIN, 60.5 FEET EAST OF THE SOUTHWEST
 HZ0384'CORNER OF HANGAR NO.4, 59.8 FEET WEST OF THE SOUTHEAST CORNER
 HZ0384'OF HANGAR NO. 4, 40.9 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 HZ0384'CENTER OF THE METAL GRILL OF A STORM DRAIN, 1.0 FOOT SOUTH OF THE
 HZ0384'SOUTHWEST CORNER OF THE DOOR OPENING FOR HANGAR NO. 4, AND
 HZ0384'THE DISK IS STAMPED B 363 1968.
 HZ0384
 HZ0384                          STATION RECOVERY (1970)
 HZ0384
 HZ0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HZ0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1040 ***********************************************************************
 HA1040  DESIGNATION -  B 369
 HA1040  PID         -  HA1040
 HA1040  STATE/COUNTY-  KY/HENDERSON
 HA1040  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1040
 HA1040                         *CURRENT SURVEY CONTROL
 HA1040  ___________________________________________________________________
 HA1040* NAD 83(1986)-  37 54 44.     (N)    087 32 52.     (W)     SCALED    
 HA1040* NAVD 88     -       121.150  (meters)     397.47   (feet)  ADJUSTED  
 HA1040  ___________________________________________________________________
 HA1040  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HA1040  DYNAMIC HT  -         121.067 (meters)     397.20  (feet)  COMP
 HA1040  MODELED GRAV-     979,941.1   (mgal)                       NAVD 88
 HA1040
 HA1040  VERT ORDER  -  FIRST     CLASS II
 HA1040
 HA1040.The horizontal coordinates were scaled from a topographic map and have
 HA1040.an estimated accuracy of +/- 6 seconds.
 HA1040
 HA1040.The orthometric height was determined by differential leveling
 HA1040.and adjusted by the National Geodetic Survey in June 1991..
 HA1040.WARNING-Repeat measurements at this control monument indicate possible
 HA1040.vertical movement.
 HA1040
 HA1040.The geoid height was determined by GEOID03.
 HA1040
 HA1040.The dynamic height is computed by dividing the NAVD 88
 HA1040.geopotential number by the normal gravity value computed on the
 HA1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1040.degrees latitude (g = 980.6199 gals.).
 HA1040
 HA1040.The modeled gravity was interpolated from observed gravity values.
 HA1040
 HA1040;                    North         East    Units  Estimated Accuracy
 HA1040;SPC KY1Z     - 1,176,750.    1,341,930.      MT  (+/- 180 meters Scaled)
 HA1040
 HA1040                          SUPERSEDED SURVEY CONTROL
 HA1040
 HA1040  NGVD 29 (??/??/92)  121.246  (m)          397.79   (f) ADJ UNCH    1 2
 HA1040
 HA1040.Superseded values are not recommended for survey control.
 HA1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1040.See file dsdata.txt to determine how the superseded data were derived.
 HA1040
 HA1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG518962(NAD 83)
 HA1040_MARKER: DB = BENCH MARK DISK
 HA1040_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HA1040_SP_SET: BRIDGE WALKWAY
 HA1040_STAMPING: B 369 1965
 HA1040_MARK LOGO: CGS   
 HA1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1040
 HA1040  HISTORY     - Date     Condition        Report By
 HA1040  HISTORY     - 1965     MONUMENTED       CGS
 HA1040  HISTORY     - 1985     GOOD             NGS
 HA1040
 HA1040                          STATION DESCRIPTION
 HA1040
 HA1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1040'4.2 MI N FROM HENDERSON.
 HA1040'ABOUT 4.15 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE U.S.
 HA1040'HIGHWAYS 60 AND 641 OVERPASS AT HENDERSON, SET IN THE TOP OF A
 HA1040'CONCRETE WALKWAY AT THE NORTH END OF A NEW STEEL BRIDGE OVER THE
 HA1040'OHIO RIVER, 16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 37
 HA1040'FEET SOUTH OF THE NORTH END OF THE NORTHEAST CONCRETE WINGWALL
 HA1040'OF THE BRIDGE, 1 FOOT WEST OF A CONCRETE AND PIPE RAILING, AND
 HA1040'ABOUT 10 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 HA1040
 HA1040                          STATION RECOVERY (1985)
 HA1040
 HA1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1528 ***********************************************************************
 HY1528  DESIGNATION -  B 37
 HY1528  PID         -  HY1528
 HY1528  STATE/COUNTY-  KY/ROWAN
 HY1528  USGS QUAD   -  MOREHEAD (1978)
 HY1528
 HY1528                         *CURRENT SURVEY CONTROL
 HY1528  ___________________________________________________________________
 HY1528* NAD 83(1986)-  38 09 18.     (N)    083 27 21.     (W)     SCALED    
 HY1528* NAVD 88     -       218.824  (meters)     717.93   (feet)  ADJUSTED  
 HY1528  ___________________________________________________________________
 HY1528  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HY1528  DYNAMIC HT  -         218.671 (meters)     717.42  (feet)  COMP
 HY1528  MODELED GRAV-     979,926.7   (mgal)                       NAVD 88
 HY1528
 HY1528  VERT ORDER  -  SECOND    CLASS 0
 HY1528
 HY1528.The horizontal coordinates were scaled from a topographic map and have
 HY1528.an estimated accuracy of +/- 6 seconds.
 HY1528
 HY1528.The orthometric height was determined by differential leveling
 HY1528.and adjusted by the National Geodetic Survey in June 1991..
 HY1528
 HY1528.The geoid height was determined by GEOID03.
 HY1528
 HY1528.The dynamic height is computed by dividing the NAVD 88
 HY1528.geopotential number by the normal gravity value computed on the
 HY1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1528.degrees latitude (g = 980.6199 gals.).
 HY1528
 HY1528.The modeled gravity was interpolated from observed gravity values.
 HY1528
 HY1528;                    North         East    Units  Estimated Accuracy
 HY1528;SPC KY1Z     - 1,204,650.    1,701,040.      MT  (+/- 180 meters Scaled)
 HY1528
 HY1528                          SUPERSEDED SURVEY CONTROL
 HY1528
 HY1528  NGVD 29 (??/??/92)  218.973  (m)          718.41   (f) ADJ UNCH    2 0
 HY1528
 HY1528.Superseded values are not recommended for survey control.
 HY1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1528.See file dsdata.txt to determine how the superseded data were derived.
 HY1528
 HY1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC848258(NAD 83)
 HY1528_MARKER: DB = BENCH MARK DISK
 HY1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1528_STAMPING: B 37 1935 718.414
 HY1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1528+STABILITY: SURFACE MOTION
 HY1528
 HY1528  HISTORY     - Date     Condition        Report By
 HY1528  HISTORY     - 1935     MONUMENTED       CGS
 HY1528  HISTORY     - 1955     GOOD             NGS
 HY1528
 HY1528                          STATION DESCRIPTION
 HY1528
 HY1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1528'2.5 MI SW FROM MOREHEAD.
 HY1528'2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM POST OFFICE
 HY1528'AT MOREHEAD, THENCE 0.3 MILE SOUTH ON DIRT ROAD TO RAILROAD
 HY1528'CROSSING OF THE CHESAPEAKE AND OHIO RAILROAD, 86.0 FEET WEST
 HY1528'OF CENTER OF ROAD, 57.0 FEET NORTHEAST OF MILEPOST 580, 28.6
 HY1528'FEET NORTH OF NORTH RAIL, 1.2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 HY1528'FENCE, 4.7 FEET BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1814 ***********************************************************************
 GY1814  DESIGNATION -  B 370
 GY1814  PID         -  GY1814
 GY1814  STATE/COUNTY-  KY/MORGAN
 GY1814  USGS QUAD   -  CANNEL CITY (1993)
 GY1814
 GY1814                         *CURRENT SURVEY CONTROL
 GY1814  ___________________________________________________________________
 GY1814* NAD 83(1986)-  37 45 28.     (N)    083 19 09.     (W)     SCALED    
 GY1814* NAVD 88     -       300.287  (meters)     985.19   (feet)  ADJUSTED  
 GY1814  ___________________________________________________________________
 GY1814  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GY1814  DYNAMIC HT  -         300.060 (meters)     984.45  (feet)  COMP
 GY1814  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 GY1814
 GY1814  VERT ORDER  -  FIRST     CLASS I
 GY1814
 GY1814.The horizontal coordinates were scaled from a topographic map and have
 GY1814.an estimated accuracy of +/- 6 seconds.
 GY1814
 GY1814.The orthometric height was determined by differential leveling
 GY1814.and adjusted by the National Geodetic Survey in June 1991..
 GY1814
 GY1814.The geoid height was determined by GEOID03.
 GY1814
 GY1814.The dynamic height is computed by dividing the NAVD 88
 GY1814.geopotential number by the normal gravity value computed on the
 GY1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1814.degrees latitude (g = 980.6199 gals.).
 GY1814
 GY1814.The modeled gravity was interpolated from observed gravity values.
 GY1814
 GY1814;                    North         East    Units  Estimated Accuracy
 GY1814;SPC KY1Z     - 1,160,880.    1,714,160.      MT  (+/- 180 meters Scaled)
 GY1814
 GY1814                          SUPERSEDED SURVEY CONTROL
 GY1814
 GY1814  NGVD 29 (??/??/92)  300.440  (m)          985.69   (f) ADJ UNCH    1 1
 GY1814
 GY1814.Superseded values are not recommended for survey control.
 GY1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1814.See file dsdata.txt to determine how the superseded data were derived.
 GY1814
 GY1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB957814(NAD 83)
 GY1814_MARKER: DB = BENCH MARK DISK
 GY1814_SETTING: 66 = SET IN ROCK OUTCROP
 GY1814_SP_SET: ROCK LEDGE
 GY1814_STAMPING: B 370 1967
 GY1814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1814+STABILITY: POSITION/ELEVATION WELL
 GY1814
 GY1814  HISTORY     - Date     Condition        Report By
 GY1814  HISTORY     - 1967     MONUMENTED       CGS
 GY1814  HISTORY     - 19990316 MARK NOT FOUND   KYDT
 GY1814
 GY1814                          STATION DESCRIPTION
 GY1814
 GY1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1814'4.2 MI SW FROM CANNEL CITY.
 GY1814'ABOUT 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 191 FROM THE SCHOOL
 GY1814'AT CANNEL CITY, AT THE INSIDE OF A LONG CURVE, SET ON THE TOP
 GY1814'OF A ROCK LEDGE WHICH IS 35 FEET LONG AND 4 FEET WIDE AND IS
 GY1814'PART OF A LONG ROCK CUT, 16 1/2 FEET NORTHEAST OF THE CENTER LINE
 GY1814'OF THE HIGHWAY, 6 1/2 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 GY1814'ROCK, 2 FEET ABOVE THE LEVEL OF THE GROUND AND THE HIGHWAY.
 GY1814
 GY1814                          STATION RECOVERY (1999)
 GY1814
 GY1814'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1814'PROBABLY HERE BUT COVERED BY SILTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1845 ***********************************************************************
 GY1845  DESIGNATION -  B 371
 GY1845  PID         -  GY1845
 GY1845  STATE/COUNTY-  KY/BREATHITT
 GY1845  USGS QUAD   -  JACKSON (1978)
 GY1845
 GY1845                         *CURRENT SURVEY CONTROL
 GY1845  ___________________________________________________________________
 GY1845* NAD 83(1986)-  37 33 27.     (N)    083 23 15.     (W)     SCALED    
 GY1845* NAVD 88     -       224.797  (meters)     737.52   (feet)  ADJUSTED  
 GY1845  ___________________________________________________________________
 GY1845  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GY1845  DYNAMIC HT  -         224.624 (meters)     736.95  (feet)  COMP
 GY1845  MODELED GRAV-     979,856.7   (mgal)                       NAVD 88
 GY1845
 GY1845  VERT ORDER  -  FIRST     CLASS I
 GY1845
 GY1845.The horizontal coordinates were scaled from a topographic map and have
 GY1845.an estimated accuracy of +/- 6 seconds.
 GY1845
 GY1845.The orthometric height was determined by differential leveling
 GY1845.and adjusted by the National Geodetic Survey in June 1991..
 GY1845
 GY1845.The geoid height was determined by GEOID03.
 GY1845
 GY1845.The dynamic height is computed by dividing the NAVD 88
 GY1845.geopotential number by the normal gravity value computed on the
 GY1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1845.degrees latitude (g = 980.6199 gals.).
 GY1845
 GY1845.The modeled gravity was interpolated from observed gravity values.
 GY1845
 GY1845;                    North         East    Units  Estimated Accuracy
 GY1845;SPC KY1Z     - 1,138,500.    1,708,710.      MT  (+/- 180 meters Scaled)
 GY1845
 GY1845                          SUPERSEDED SURVEY CONTROL
 GY1845
 GY1845  NGVD 29 (??/??/92)  224.954  (m)          738.04   (f) ADJ UNCH    1 1
 GY1845
 GY1845.Superseded values are not recommended for survey control.
 GY1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1845.See file dsdata.txt to determine how the superseded data were derived.
 GY1845
 GY1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB891594(NAD 83)
 GY1845_MARKER: DB = BENCH MARK DISK
 GY1845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1845_SP_SET: TREATMENT TANK
 GY1845_STAMPING: B 371 1967
 GY1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1845
 GY1845  HISTORY     - Date     Condition        Report By
 GY1845  HISTORY     - 1967     MONUMENTED       CGS
 GY1845  HISTORY     - 1979     GOOD             DOD
 GY1845
 GY1845                          STATION DESCRIPTION
 GY1845
 GY1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1845'AT JACKSON.
 GY1845'AT JACKSON, ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM
 GY1845'THE JUNCTION OF STATE HIGHWAY 30, AT THE CITY OF JACKSON SEWER
 GY1845'TREATMENT PLANT, SET ON THE TOP OF THE NORTH CONCRETE WALL FOR
 GY1845'A LARGE ROUND OPEN TREATMENT TANK, 105 FEET SOUTH OF THE CENTER
 GY1845'LINE OF THE HIGHWAY, 20 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GY1845'OF A ONE STORY RED BRICK BUILDING, 10 FEET WEST OF THE WEST SIDE
 GY1845'OF A METAL WALKWAY OVER THE TANK, ABOUT LEVEL WITH THE GROUND
 GY1845'AND 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GY1845
 GY1845                          STATION RECOVERY (1979)
 GY1845
 GY1845'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 GY1845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1397 ***********************************************************************
 HY1397  DESIGNATION -  B 372
 HY1397  PID         -  HY1397
 HY1397  STATE/COUNTY-  KY/GREENUP
 HY1397  USGS QUAD   -  GREENUP (1985)
 HY1397
 HY1397                         *CURRENT SURVEY CONTROL
 HY1397  ___________________________________________________________________
 HY1397* NAD 83(1986)-  38 31 58.     (N)    082 49 05.     (W)     SCALED    
 HY1397* NAVD 88     -       212.183  (meters)     696.14   (feet)  ADJUSTED  
 HY1397  ___________________________________________________________________
 HY1397  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY1397  DYNAMIC HT  -         212.047 (meters)     695.69  (feet)  COMP
 HY1397  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 HY1397
 HY1397  VERT ORDER  -  FIRST     CLASS I
 HY1397
 HY1397.The horizontal coordinates were scaled from a topographic map and have
 HY1397.an estimated accuracy of +/- 6 seconds.
 HY1397
 HY1397.The orthometric height was determined by differential leveling
 HY1397.and adjusted by the National Geodetic Survey in June 1991..
 HY1397
 HY1397.The geoid height was determined by GEOID03.
 HY1397
 HY1397.The dynamic height is computed by dividing the NAVD 88
 HY1397.geopotential number by the normal gravity value computed on the
 HY1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1397.degrees latitude (g = 980.6199 gals.).
 HY1397
 HY1397.The modeled gravity was interpolated from observed gravity values.
 HY1397
 HY1397;                    North         East    Units  Estimated Accuracy
 HY1397;SPC KY1Z     - 1,248,120.    1,755,600.      MT  (+/- 180 meters Scaled)
 HY1397
 HY1397                          SUPERSEDED SURVEY CONTROL
 HY1397
 HY1397  NGVD 29 (??/??/92)  212.373  (m)          696.76   (f) ADJ UNCH    1 1
 HY1397
 HY1397.Superseded values are not recommended for survey control.
 HY1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1397.See file dsdata.txt to determine how the superseded data were derived.
 HY1397
 HY1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC415664(NAD 83)
 HY1397_MARKER: DB = BENCH MARK DISK
 HY1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1397_STAMPING: B 372 1967
 HY1397_MARK LOGO: CGS   
 HY1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1397+STABILITY: SURFACE MOTION
 HY1397
 HY1397  HISTORY     - Date     Condition        Report By
 HY1397  HISTORY     - 1967     MONUMENTED       CGS
 HY1397  HISTORY     - 1979     GOOD             LOCENG
 HY1397  HISTORY     - 1984     GOOD             NGS
 HY1397  HISTORY     - 19960808 GOOD             WOOLPT
 HY1397
 HY1397                          STATION DESCRIPTION
 HY1397
 HY1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1397'2.6 MI S FROM GREENUP.
 HY1397'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 HY1397'OF U.S. HIGHWAY 23 AT GREENUP, ABOUT 0.55 MILE SOUTH OF THE
 HY1397'THREE MILE CHURCH, NEAR THE CREST OF A HILL, NEAR THE CROSSING
 HY1397'OF A GAS PIPELINE CROSSING THE HIGHWAY, 0.35 MILE NORTH OF THE
 HY1397'NORTH EDGE OF A SMALL CEMETERY, 50 FEET WEST OF THE CENTER LINE
 HY1397'OF THE HIGHWAY, 35 FEET WEST-NORTHWEST OF A FENCE CORNER SOUTH
 HY1397'OF THE PIPELINE, 24 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HY1397'FENCE AROUND THREE GAS LINE VALVES, 1 FOOT NORTH OF A FENCE LINE,
 HY1397'69 FEET SOUTHWEST OF THE CROSSING OF THE PIPE LINE AND THE CENTER
 HY1397'LINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF A METAL WITNESS POST,
 HY1397'2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 HY1397'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 HY1397
 HY1397                          STATION RECOVERY (1979)
 HY1397
 HY1397'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1397'RECOVERED IN GOOD CONDITION.
 HY1397
 HY1397                          STATION RECOVERY (1984)
 HY1397
 HY1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY1397'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984
 HY1397
 HY1397                          STATION RECOVERY (1996)
 HY1397
 HY1397'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996
 HY1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0896 ***********************************************************************
 HY0896  DESIGNATION -  B 373
 HY0896  PID         -  HY0896
 HY0896  STATE/COUNTY-  KY/CARTER
 HY0896  USGS QUAD   -  GRAYSON (1978)
 HY0896
 HY0896                         *CURRENT SURVEY CONTROL
 HY0896  ___________________________________________________________________
 HY0896* NAD 83(1986)-  38 17 09.     (N)    082 58 40.     (W)     SCALED    
 HY0896* NAVD 88     -       186.765  (meters)     612.74   (feet)  ADJUSTED  
 HY0896  ___________________________________________________________________
 HY0896  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY0896  DYNAMIC HT  -         186.640 (meters)     612.33  (feet)  COMP
 HY0896  MODELED GRAV-     979,957.7   (mgal)                       NAVD 88
 HY0896
 HY0896  VERT ORDER  -  FIRST     CLASS I
 HY0896
 HY0896.The horizontal coordinates were scaled from a topographic map and have
 HY0896.an estimated accuracy of +/- 6 seconds.
 HY0896
 HY0896.The orthometric height was determined by differential leveling
 HY0896.and adjusted by the National Geodetic Survey in June 1991..
 HY0896
 HY0896.The geoid height was determined by GEOID03.
 HY0896
 HY0896.The dynamic height is computed by dividing the NAVD 88
 HY0896.geopotential number by the normal gravity value computed on the
 HY0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0896.degrees latitude (g = 980.6199 gals.).
 HY0896
 HY0896.The modeled gravity was interpolated from observed gravity values.
 HY0896
 HY0896;                    North         East    Units  Estimated Accuracy
 HY0896;SPC KY1Z     - 1,220,300.    1,742,490.      MT  (+/- 180 meters Scaled)
 HY0896
 HY0896                          SUPERSEDED SURVEY CONTROL
 HY0896
 HY0896  NGVD 29 (??/??/92)  186.942  (m)          613.33   (f) ADJ UNCH    1 1
 HY0896
 HY0896.Superseded values are not recommended for survey control.
 HY0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0896.See file dsdata.txt to determine how the superseded data were derived.
 HY0896
 HY0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC270393(NAD 83)
 HY0896_MARKER: DB = BENCH MARK DISK
 HY0896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0896_SP_SET: ABUTMENT
 HY0896_STAMPING: B 373 1967
 HY0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0896
 HY0896  HISTORY     - Date     Condition        Report By
 HY0896  HISTORY     - 1967     MONUMENTED       CGS
 HY0896
 HY0896                          STATION DESCRIPTION
 HY0896
 HY0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0896'AT LEON.
 HY0896'AT LEON, ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 7 FROM
 HY0896'THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY, 88 1/2 FEET
 HY0896'SOUTH OF BENCH MARK G 89 DESCRIBED, SET ON THE TOP OF THE
 HY0896'NORTHWEST END OF THE NORTHEAST ABUTMENT OF A 205-FOOT LONG CONCRETE
 HY0896'AND STEEL BRIDGE OVER THE LITTLE SANDY RIVER, 16 FEET NORTHWEST
 HY0896'OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL
 HY0896'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1636 ***********************************************************************
 HY1636  DESIGNATION -  B 374
 HY1636  PID         -  HY1636
 HY1636  STATE/COUNTY-  KY/ROWAN
 HY1636  USGS QUAD   -  BANGOR (1983)
 HY1636
 HY1636                         *CURRENT SURVEY CONTROL
 HY1636  ___________________________________________________________________
 HY1636* NAD 83(1986)-  38 03 15.     (N)    083 23 26.     (W)     SCALED    
 HY1636* NAVD 88     -       224.384  (meters)     736.17   (feet)  ADJUSTED  
 HY1636  ___________________________________________________________________
 HY1636  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HY1636  DYNAMIC HT  -         224.225 (meters)     735.64  (feet)  COMP
 HY1636  MODELED GRAV-     979,914.7   (mgal)                       NAVD 88
 HY1636
 HY1636  VERT ORDER  -  FIRST     CLASS I
 HY1636
 HY1636.The horizontal coordinates were scaled from a topographic map and have
 HY1636.an estimated accuracy of +/- 6 seconds.
 HY1636
 HY1636.The orthometric height was determined by differential leveling
 HY1636.and adjusted by the National Geodetic Survey in June 1991..
 HY1636
 HY1636.The geoid height was determined by GEOID03.
 HY1636
 HY1636.The dynamic height is computed by dividing the NAVD 88
 HY1636.geopotential number by the normal gravity value computed on the
 HY1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1636.degrees latitude (g = 980.6199 gals.).
 HY1636
 HY1636.The modeled gravity was interpolated from observed gravity values.
 HY1636
 HY1636;                    North         East    Units  Estimated Accuracy
 HY1636;SPC KY1Z     - 1,193,600.    1,707,040.      MT  (+/- 180 meters Scaled)
 HY1636
 HY1636                          SUPERSEDED SURVEY CONTROL
 HY1636
 HY1636  NGVD 29 (??/??/92)  224.555  (m)          736.73   (f) ADJ UNCH    1 1
 HY1636
 HY1636.Superseded values are not recommended for survey control.
 HY1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1636.See file dsdata.txt to determine how the superseded data were derived.
 HY1636
 HY1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC902145(NAD 83)
 HY1636_MARKER: DB = BENCH MARK DISK
 HY1636_SETTING: 66 = SET IN ROCK OUTCROP
 HY1636_SP_SET: ROCK CUT
 HY1636_STAMPING: B 374 1967
 HY1636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1636+STABILITY: POSITION/ELEVATION WELL
 HY1636
 HY1636  HISTORY     - Date     Condition        Report By
 HY1636  HISTORY     - 1967     MONUMENTED       CGS
 HY1636
 HY1636                          STATION DESCRIPTION
 HY1636
 HY1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1636'9.6 MI SE FROM CLEARFIELD.
 HY1636'ABOUT 9.6 MILES SOUTHEAST ALONG STATE HIGHWAY 519 FROM THE POST
 HY1636'OFFICE AT CLEARFIELD, ABOUT 0.55 MILE NORTHEAST OF THE EAST END
 HY1636'OF THE POPPIN ROCK TUNNEL, SET VERTICALLY IN THE EAST FACE OF A
 HY1636'ROCK CUT WHICH IS ABOUT 400 FEET LONG AND 40 FEET HIGH AT THE NORTH
 HY1636'END, 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET NORTH
 HY1636'OF THE SOUTH END OF THE CUT, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND
 HY1636'AND THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1740 ***********************************************************************
 HY1740  DESIGNATION -  B 38
 HY1740  PID         -  HY1740
 HY1740  STATE/COUNTY-  KY/FLEMING
 HY1740  USGS QUAD   -  FLEMINGSBURG (1979)
 HY1740
 HY1740                         *CURRENT SURVEY CONTROL
 HY1740  ___________________________________________________________________
 HY1740* NAD 83(1986)-  38 24 48.     (N)    083 43 17.     (W)     SCALED    
 HY1740* NAVD 88     -       242.827  (meters)     796.67   (feet)  ADJUSTED  
 HY1740  ___________________________________________________________________
 HY1740  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HY1740  DYNAMIC HT  -         242.659 (meters)     796.12  (feet)  COMP
 HY1740  MODELED GRAV-     979,932.9   (mgal)                       NAVD 88
 HY1740
 HY1740  VERT ORDER  -  SECOND    CLASS 0
 HY1740
 HY1740.The horizontal coordinates were scaled from a topographic map and have
 HY1740.an estimated accuracy of +/- 6 seconds.
 HY1740
 HY1740.The orthometric height was determined by differential leveling
 HY1740.and adjusted by the National Geodetic Survey in June 1991..
 HY1740
 HY1740.The geoid height was determined by GEOID03.
 HY1740
 HY1740.The dynamic height is computed by dividing the NAVD 88
 HY1740.geopotential number by the normal gravity value computed on the
 HY1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1740.degrees latitude (g = 980.6199 gals.).
 HY1740
 HY1740.The modeled gravity was interpolated from observed gravity values.
 HY1740
 HY1740;                    North         East    Units  Estimated Accuracy
 HY1740;SPC KY1Z     - 1,232,770.    1,677,150.      MT  (+/- 180 meters Scaled)
 HY1740
 HY1740                          SUPERSEDED SURVEY CONTROL
 HY1740
 HY1740  NGVD 29 (??/??/92)  243.016  (m)          797.29   (f) ADJ UNCH    2 0
 HY1740
 HY1740.Superseded values are not recommended for survey control.
 HY1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1740.See file dsdata.txt to determine how the superseded data were derived.
 HY1740
 HY1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC623551(NAD 83)
 HY1740_MARKER: DB = BENCH MARK DISK
 HY1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1740_STAMPING: B 38 1935 797.295
 HY1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1740+STABILITY: SURFACE MOTION
 HY1740
 HY1740  HISTORY     - Date     Condition        Report By
 HY1740  HISTORY     - 1935     MONUMENTED       CGS
 HY1740  HISTORY     - 1955     GOOD             NGS
 HY1740  HISTORY     - 1958     GOOD             NGS
 HY1740  HISTORY     - 19590225 MARK NOT FOUND   LOCENG
 HY1740
 HY1740                          STATION DESCRIPTION
 HY1740
 HY1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1740'AT FLEMINGSBURG.
 HY1740'0.8 MILE SOUTHEAST OF THE INTERSECTION OF MAIN CROSS STREET AND
 HY1740'WATER STREET IN FLEMINGSBURG, ALONG WATER STREET, (STATE HIGHWAY
 HY1740'32), ACROSS HIGHWAY FROM HOUSE NUMBERED 499, 20 YARDS NORTHWEST
 HY1740'OF THE NORTH WEST END OF AN ABANDONED QUARRY, 24.6 FEET SOUTHEAST
 HY1740'OF THE NORTHEAST CORNER OF BARN, 24.6 FEET SOUTHWEST OF THE CENTER
 HY1740'LINE OF HIGHWAY, 1.4 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY
 HY1740'FENCE, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 HY1740
 HY1740                          STATION RECOVERY (1958)
 HY1740
 HY1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HY1740'RECOVERED IN GOOD CONDITION.
 HY1740
 HY1740                          STATION RECOVERY (1959)
 HY1740
 HY1740'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 HY1740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1741 ***********************************************************************
 HY1741  DESIGNATION -  B 38 RESET 1958
 HY1741  PID         -  HY1741
 HY1741  STATE/COUNTY-  KY/FLEMING
 HY1741  USGS QUAD   -  FLEMINGSBURG (1979)
 HY1741
 HY1741                         *CURRENT SURVEY CONTROL
 HY1741  ___________________________________________________________________
 HY1741* NAD 83(1986)-  38 24 48.     (N)    083 43 17.     (W)     SCALED    
 HY1741* NAVD 88     -       244.72   (meters)     802.9    (feet)  RESET     
 HY1741  ___________________________________________________________________
 HY1741  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HY1741
 HY1741  VERT ORDER  -  THIRD
 HY1741
 HY1741.The horizontal coordinates were scaled from a topographic map and have
 HY1741.an estimated accuracy of +/- 6 seconds.
 HY1741
 HY1741.The orthometric height was computed from unverified reset data.
 HY1741.No vertical observational check was made to the station.
 HY1741
 HY1741.The geoid height was determined by GEOID03.
 HY1741
 HY1741;                    North         East    Units  Estimated Accuracy
 HY1741;SPC KY1Z     - 1,232,770.    1,677,150.      MT  (+/- 180 meters Scaled)
 HY1741
 HY1741                          SUPERSEDED SURVEY CONTROL
 HY1741
 HY1741  NGVD 29 (10/08/05)  244.91   (m)          803.5    (f) RESET       3  
 HY1741
 HY1741.Superseded values are not recommended for survey control.
 HY1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1741.See file dsdata.txt to determine how the superseded data were derived.
 HY1741
 HY1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC623551(NAD 83)
 HY1741_MARKER: DB = BENCH MARK DISK
 HY1741_SETTING: 0 = UNSPECIFIED SETTING
 HY1741_STAMPING: B 38 RESET 1958
 HY1741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1741
 HY1741  HISTORY     - Date     Condition        Report By
 HY1741  HISTORY     - 1958     MONUMENTED       LOCENG
 HY1741  HISTORY     - 1959     GOOD             NGS
 HY1741  HISTORY     - 1980     MARK NOT FOUND   NGS
 HY1741  HISTORY     - 20040316 MARK NOT FOUND   KYDT
 HY1741
 HY1741                          STATION DESCRIPTION
 HY1741
 HY1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HY1741'0.8 MI SE FROM FLEMINGSBURG.
 HY1741'0.8 MILE SOUTHEAST OF THE INTERSECTION OF MAIN CROSS STREET AND
 HY1741'WATER STREET IN FLEMINGSBURG, ALONG WATER STREET (STATE HIGHWAY 32),
 HY1741'ACROSS THE HIGHWAY FROM HOUSE NUMBERED 483, 21 FEET SOUTHWEST
 HY1741'OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET BELOW THE ELEVATION
 HY1741'OF THE HIGHWAY.
 HY1741
 HY1741                          STATION RECOVERY (1980)
 HY1741
 HY1741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HY1741'MARK NOT FOUND.
 HY1741
 HY1741                          STATION RECOVERY (2004)
 HY1741
 HY1741'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1854 ***********************************************************************
 GY1854  DESIGNATION -  B 380
 GY1854  PID         -  GY1854
 GY1854  STATE/COUNTY-  KY/BREATHITT
 GY1854  USGS QUAD   -  QUICKSAND (1976)
 GY1854
 GY1854                         *CURRENT SURVEY CONTROL
 GY1854  ___________________________________________________________________
 GY1854* NAD 83(1986)-  37 31 32.     (N)    083 21 21.     (W)     SCALED    
 GY1854* NAVD 88     -       230.270  (meters)     755.48   (feet)  ADJUSTED  
 GY1854  ___________________________________________________________________
 GY1854  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GY1854  DYNAMIC HT  -         230.093 (meters)     754.90  (feet)  COMP
 GY1854  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 GY1854
 GY1854  VERT ORDER  -  FIRST     CLASS I
 GY1854
 GY1854.The horizontal coordinates were scaled from a topographic map and have
 GY1854.an estimated accuracy of +/- 6 seconds.
 GY1854
 GY1854.The orthometric height was determined by differential leveling
 GY1854.and adjusted by the National Geodetic Survey in June 1991..
 GY1854
 GY1854.The geoid height was determined by GEOID03.
 GY1854
 GY1854.The dynamic height is computed by dividing the NAVD 88
 GY1854.geopotential number by the normal gravity value computed on the
 GY1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1854.degrees latitude (g = 980.6199 gals.).
 GY1854
 GY1854.The modeled gravity was interpolated from observed gravity values.
 GY1854
 GY1854;                    North         East    Units  Estimated Accuracy
 GY1854;SPC KY1Z     - 1,135,030.    1,711,590.      MT  (+/- 180 meters Scaled)
 GY1854
 GY1854                          SUPERSEDED SURVEY CONTROL
 GY1854
 GY1854  NGVD 29 (??/??/92)  230.425  (m)          755.99   (f) ADJ UNCH    1 1
 GY1854
 GY1854.Superseded values are not recommended for survey control.
 GY1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1854.See file dsdata.txt to determine how the superseded data were derived.
 GY1854
 GY1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB918557(NAD 83)
 GY1854_MARKER: DB = BENCH MARK DISK
 GY1854_SETTING: 66 = SET IN ROCK OUTCROP
 GY1854_SP_SET: ROCK OUTCROP
 GY1854_STAMPING: B 380 1967
 GY1854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1854+STABILITY: POSITION/ELEVATION WELL
 GY1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1854+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 GY1854
 GY1854  HISTORY     - Date     Condition        Report By
 GY1854  HISTORY     - 1967     MONUMENTED       CGS
 GY1854  HISTORY     - 19960430 GOOD             KYDT
 GY1854
 GY1854                          STATION DESCRIPTION
 GY1854
 GY1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1854'2.4 MI SE FROM JACKSON.
 GY1854'ABOUT 2.4 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1854'RAILROAD FROM THE STATION AT JACKSON, ON THE TOP OF THE NORTH
 GY1854'BANK OF A CUT FOR THE RAILROAD, 83 FEET WEST OF THE WEST END
 GY1854'OF A TUNNEL, 2 FEET NORTHEAST OF THE SECOND POLE EAST OF MILEPOST
 GY1854'NUMBER 200, 35 FEET NORTH OF THE NORTH RAIL OF THE TRACK, SET
 GY1854'IN THE TOP OF A 2- X 8-FOOT SANDSTONE OUTCROP WHICH PROJECTS
 GY1854'6 INCHES ON THE EAST SIDE, AND ABOUT 8 FEET ABOVE THE LEVEL OF
 GY1854'THE TRACKS.
 GY1854
 GY1854                          STATION RECOVERY (1996)
 GY1854
 GY1854'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1986 ***********************************************************************
 GY1986  DESIGNATION -  B 381
 GY1986  PID         -  GY1986
 GY1986  STATE/COUNTY-  KY/PERRY
 GY1986  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1986
 GY1986                         *CURRENT SURVEY CONTROL
 GY1986  ___________________________________________________________________
 GY1986* NAD 83(1986)-  37 12 52.     (N)    083 08 54.     (W)     SCALED    
 GY1986* NAVD 88     -       270.720  (meters)     888.19   (feet)  ADJUSTED  
 GY1986  ___________________________________________________________________
 GY1986  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY1986  DYNAMIC HT  -         270.503 (meters)     887.48  (feet)  COMP
 GY1986  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 GY1986
 GY1986  VERT ORDER  -  FIRST     CLASS I
 GY1986
 GY1986.The horizontal coordinates were scaled from a topographic map and have
 GY1986.an estimated accuracy of +/- 6 seconds.
 GY1986
 GY1986.The orthometric height was determined by differential leveling
 GY1986.and adjusted by the National Geodetic Survey in June 1991..
 GY1986
 GY1986.The geoid height was determined by GEOID03.
 GY1986
 GY1986.The dynamic height is computed by dividing the NAVD 88
 GY1986.geopotential number by the normal gravity value computed on the
 GY1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1986.degrees latitude (g = 980.6199 gals.).
 GY1986
 GY1986.The modeled gravity was interpolated from observed gravity values.
 GY1986
 GY1986;                    North         East    Units  Estimated Accuracy
 GY1986;SPC KY1Z     - 1,101,010.    1,730,890.      MT  (+/- 180 meters Scaled)
 GY1986
 GY1986                          SUPERSEDED SURVEY CONTROL
 GY1986
 GY1986  NGVD 29 (??/??/92)  270.886  (m)          888.73   (f) ADJ UNCH    1 1
 GY1986
 GY1986.Superseded values are not recommended for survey control.
 GY1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1986.See file dsdata.txt to determine how the superseded data were derived.
 GY1986
 GY1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB093208(NAD 83)
 GY1986_MARKER: DB = BENCH MARK DISK
 GY1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1986_STAMPING: B 381 1967
 GY1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1986+STABILITY: SURFACE MOTION
 GY1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1986+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1994
 GY1986
 GY1986  HISTORY     - Date     Condition        Report By
 GY1986  HISTORY     - 1967     MONUMENTED       CGS
 GY1986  HISTORY     - 19940610 GOOD             KYDT
 GY1986
 GY1986                          STATION DESCRIPTION
 GY1986
 GY1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1986'4.4 MI SE FROM HAZARD.
 GY1986'ABOUT 4.45 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1986'RAILROAD FROM THE STATION AT HAZARD, 73 FEET EAST OF MILEPOST
 GY1986'247, 46 1/2 FEET NORTH OF THE NORTH END OF A FOOTBRIDGE OVER
 GY1986'THE NORTH FORK KENTUCKY RIVER, 16 FEET SOUTH OF THE SOUTH RAIL OF
 GY1986'THE MAIN TRACK, 4 1/2 FEET NORTH OF TELEPHONE POLE NUMBER 4013,
 GY1986'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 5 1/2 FEET BELOW
 GY1986'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 GY1986'WHICH PROJECTS 7 INCHES.
 GY1986
 GY1986                          STATION RECOVERY (1994)
 GY1986
 GY1986'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1986'MARK IS 166.5 FEET EAST OF MILEPOST 247.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0862 ***********************************************************************
 GY0862  DESIGNATION -  B 382
 GY0862  PID         -  GY0862
 GY0862  STATE/COUNTY-  KY/LETCHER
 GY0862  USGS QUAD   -  ROXANA (1976)
 GY0862
 GY0862                         *CURRENT SURVEY CONTROL
 GY0862  ___________________________________________________________________
 GY0862* NAD 83(1986)-  37 06 39.     (N)    082 56 12.     (W)     SCALED    
 GY0862* NAVD 88     -       321.787  (meters)    1055.73   (feet)  ADJUSTED  
 GY0862  ___________________________________________________________________
 GY0862  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GY0862  DYNAMIC HT  -         321.519 (meters)    1054.85  (feet)  COMP
 GY0862  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 GY0862
 GY0862  VERT ORDER  -  FIRST     CLASS I
 GY0862
 GY0862.The horizontal coordinates were scaled from a topographic map and have
 GY0862.an estimated accuracy of +/- 6 seconds.
 GY0862
 GY0862.The orthometric height was determined by differential leveling
 GY0862.and adjusted by the National Geodetic Survey in June 1991..
 GY0862
 GY0862.The geoid height was determined by GEOID03.
 GY0862
 GY0862.The dynamic height is computed by dividing the NAVD 88
 GY0862.geopotential number by the normal gravity value computed on the
 GY0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0862.degrees latitude (g = 980.6199 gals.).
 GY0862
 GY0862.The modeled gravity was interpolated from observed gravity values.
 GY0862
 GY0862;                    North         East    Units  Estimated Accuracy
 GY0862;SPC KY1Z     - 1,090,060.    1,750,020.      MT  (+/- 180 meters Scaled)
 GY0862
 GY0862                          SUPERSEDED SURVEY CONTROL
 GY0862
 GY0862  NGVD 29 (??/??/92)  321.934  (m)         1056.21   (f) ADJ UNCH    1 1
 GY0862
 GY0862.Superseded values are not recommended for survey control.
 GY0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0862.See file dsdata.txt to determine how the superseded data were derived.
 GY0862
 GY0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB279089(NAD 83)
 GY0862_MARKER: DB = BENCH MARK DISK
 GY0862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0862_SP_SET: CULVERT
 GY0862_STAMPING: B 382 1967
 GY0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0862
 GY0862  HISTORY     - Date     Condition        Report By
 GY0862  HISTORY     - 1967     MONUMENTED       CGS
 GY0862
 GY0862                          STATION DESCRIPTION
 GY0862
 GY0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY0862'9.8 MI W FROM WHITESBURG.
 GY0862'ABOUT 0.9 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY0862'RAILROAD FROM THE STATION AT WHITESBURG, THENCE 0.15 MILE WEST
 GY0862'ALONG STATE HIGHWAY 15, THENCE 8.75 MILES WEST ALONG THE
 GY0862'LOUISVILLE AND NASHVILLE RAILROAD, 4 POLES WEST OF MILEPOST
 GY0862'274, 45 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, SET
 GY0862'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD
 GY0862'WALL OF A CULVERT UNDER STATE HIGHWAY 160, 12 FEET SOUTHWEST
 GY0862'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 5 1/2 FEET ABOVE
 GY0862'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0042 ***********************************************************************
 GB0042  DESIGNATION -  B 386
 GB0042  PID         -  GB0042
 GB0042  STATE/COUNTY-  KY/MCCREARY
 GB0042  USGS QUAD   -  WIBORG (1981)
 GB0042
 GB0042                         *CURRENT SURVEY CONTROL
 GB0042  ___________________________________________________________________
 GB0042* NAD 83(1986)-  36 47 40.     (N)    084 29 04.     (W)     SCALED    
 GB0042* NAVD 88     -       394.443  (meters)    1294.10   (feet)  ADJUSTED  
 GB0042  ___________________________________________________________________
 GB0042  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GB0042  DYNAMIC HT  -         394.131 (meters)    1293.08  (feet)  COMP
 GB0042  MODELED GRAV-     979,826.2   (mgal)                       NAVD 88
 GB0042
 GB0042  VERT ORDER  -  FIRST     CLASS I
 GB0042
 GB0042.The horizontal coordinates were scaled from a topographic map and have
 GB0042.an estimated accuracy of +/- 6 seconds.
 GB0042
 GB0042.The orthometric height was determined by differential leveling
 GB0042.and adjusted by the National Geodetic Survey in June 1991..
 GB0042
 GB0042.The geoid height was determined by GEOID03.
 GB0042
 GB0042.The dynamic height is computed by dividing the NAVD 88
 GB0042.geopotential number by the normal gravity value computed on the
 GB0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0042.degrees latitude (g = 980.6199 gals.).
 GB0042
 GB0042.The modeled gravity was interpolated from observed gravity values.
 GB0042
 GB0042;                    North         East    Units  Estimated Accuracy
 GB0042;SPC KY1Z     - 1,051,940.    1,612,960.      MT  (+/- 180 meters Scaled)
 GB0042
 GB0042                          SUPERSEDED SURVEY CONTROL
 GB0042
 GB0042  NGVD 29 (??/??/92)  394.583  (m)         1294.56   (f) ADJ UNCH    1 1
 GB0042
 GB0042.Superseded values are not recommended for survey control.
 GB0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0042.See file dsdata.txt to determine how the superseded data were derived.
 GB0042
 GB0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF244750(NAD 83)
 GB0042_MARKER: DB = BENCH MARK DISK
 GB0042_SETTING: 66 = SET IN ROCK OUTCROP
 GB0042_SP_SET: ROCK OUTCROP
 GB0042_STAMPING: B 386 1968
 GB0042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0042+STABILITY: POSITION/ELEVATION WELL
 GB0042
 GB0042  HISTORY     - Date     Condition        Report By
 GB0042  HISTORY     - 1968     MONUMENTED       CGS
 GB0042
 GB0042                          STATION DESCRIPTION
 GB0042
 GB0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0042'3.6 MI S FROM PARKERS LAKE.
 GB0042'ABOUT 3.6 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0042'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, 0.1 MILE SOUTH OF A
 GB0042'CROSSING OF THE SOUTHERN RAILWAY AND STATE HIGHWAY 1045, 38 FEET
 GB0042'WEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 59 FEET EAST OF THE
 GB0042'EAST RAIL OF THE TRACK, SET IN THE TOP OF A SANDSTONE ROCK OUTCROP
 GB0042'IN THE WEST SHOULDER OF THE HIGHWAY, 53 FEET SOUTH OF A TELEPHONE
 GB0042'POLE, 3 1/2 FEET EAST OF A FENCE, 1.0 FOOT NORTH OF A METAL
 GB0042'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND
 GB0042'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0714 ***********************************************************************
 GZ0714  DESIGNATION -  B 387
 GZ0714  PID         -  GZ0714
 GZ0714  STATE/COUNTY-  KY/PULASKI
 GZ0714  USGS QUAD   -  FAUBUSH (1976)
 GZ0714
 GZ0714                         *CURRENT SURVEY CONTROL
 GZ0714  ___________________________________________________________________
 GZ0714* NAD 83(1986)-  37 04 37.     (N)    084 45 17.     (W)     SCALED    
 GZ0714* NAVD 88     -       329.562  (meters)    1081.24   (feet)  ADJUSTED  
 GZ0714  ___________________________________________________________________
 GZ0714  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GZ0714  DYNAMIC HT  -         329.295 (meters)    1080.36  (feet)  COMP
 GZ0714  MODELED GRAV-     979,810.0   (mgal)                       NAVD 88
 GZ0714
 GZ0714  VERT ORDER  -  FIRST     CLASS I
 GZ0714
 GZ0714.The horizontal coordinates were scaled from a topographic map and have
 GZ0714.an estimated accuracy of +/- 6 seconds.
 GZ0714
 GZ0714.The orthometric height was determined by differential leveling
 GZ0714.and adjusted by the National Geodetic Survey in June 1991..
 GZ0714
 GZ0714.The geoid height was determined by GEOID03.
 GZ0714
 GZ0714.The dynamic height is computed by dividing the NAVD 88
 GZ0714.geopotential number by the normal gravity value computed on the
 GZ0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0714.degrees latitude (g = 980.6199 gals.).
 GZ0714
 GZ0714.The modeled gravity was interpolated from observed gravity values.
 GZ0714
 GZ0714;                    North         East    Units  Estimated Accuracy
 GZ0714;SPC KY1Z     - 1,083,000.    1,588,500.      MT  (+/- 180 meters Scaled)
 GZ0714
 GZ0714                          SUPERSEDED SURVEY CONTROL
 GZ0714
 GZ0714  NGVD 29 (??/??/92)  329.702  (m)         1081.70   (f) ADJ UNCH    1 1
 GZ0714
 GZ0714.Superseded values are not recommended for survey control.
 GZ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0714.See file dsdata.txt to determine how the superseded data were derived.
 GZ0714
 GZ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG995057(NAD 83)
 GZ0714_MARKER: DB = BENCH MARK DISK
 GZ0714_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GZ0714_SP_SET: 30 FT
 GZ0714_STAMPING: B 387 1968
 GZ0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0714+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 GZ0714
 GZ0714  HISTORY     - Date     Condition        Report By
 GZ0714  HISTORY     - 1968     MONUMENTED       CGS
 GZ0714  HISTORY     - 1968     GOOD             NGS
 GZ0714  HISTORY     - 1984     GOOD             KYDT
 GZ0714  HISTORY     - 20050502 GOOD             KYDT
 GZ0714
 GZ0714                          STATION DESCRIPTION
 GZ0714
 GZ0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ0714'0.6 MI NW FROM NANCY.
 GZ0714'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 80 FROM THE POST
 GZ0714'OFFICE AT NANCY, 50 FEET NORTHEAST OF THE CENTERLINE OF THE
 GZ0714'HIGHWAY, 44 FEET SOUTH OF THE SOUTH CORNER OF A METHODIST
 GZ0714'CHURCH, 56 FEET SOUTHWEST OF THE SOUTH CORNER OF A CEMETERY,
 GZ0714'2 1/2 FEET SOUTHWEST OF A POWER POLE WHICH BEARS A TRANSFORMER,
 GZ0714'1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 GZ0714'THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER
 GZ0714'COATED ROD THAT IS DRIVEN TO A DEPTH OF 30 FEET AND IS ENCASED
 GZ0714'IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 2 INCHES.
 GZ0714
 GZ0714                          STATION RECOVERY (1968)
 GZ0714
 GZ0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GZ0714'RECOVERED IN GOOD CONDITION.
 GZ0714
 GZ0714                          STATION RECOVERY (1984)
 GZ0714
 GZ0714'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ0714'RECOVERED IN GOOD CONDITION.
 GZ0714
 GZ0714                          STATION RECOVERY (2005)
 GZ0714
 GZ0714'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0714'MARK IS 68.5 FEET WEST OF THE NORTHWEST CORNER OF A 1 STORY BRICK
 GZ0714'HOUSE, 28.8 FEET NORTHWEST OF NORTHWEST EDGE OF CONCRETE DRIVE TO
 GZ0714'HOUSE, 2.5 FEET SOUTHWEST OF SOUTH KY RECC POWER POLE 202082.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1893 ***********************************************************************
 GZ1893  DESIGNATION -  B 388
 GZ1893  PID         -  GZ1893
 GZ1893  STATE/COUNTY-  KY/BARREN
 GZ1893  USGS QUAD   -  HISEVILLE (1976)
 GZ1893
 GZ1893                         *CURRENT SURVEY CONTROL
 GZ1893  ___________________________________________________________________
 GZ1893* NAD 83(1986)-  37 00 42.     (N)    085 46 44.     (W)     SCALED    
 GZ1893* NAVD 88     -       267.916  (meters)     878.99   (feet)  ADJUSTED  
 GZ1893  ___________________________________________________________________
 GZ1893  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GZ1893  DYNAMIC HT  -         267.700 (meters)     878.28  (feet)  COMP
 GZ1893  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 GZ1893
 GZ1893  VERT ORDER  -  FIRST     CLASS I
 GZ1893
 GZ1893.The horizontal coordinates were scaled from a topographic map and have
 GZ1893.an estimated accuracy of +/- 6 seconds.
 GZ1893
 GZ1893.The orthometric height was determined by differential leveling
 GZ1893.and adjusted by the National Geodetic Survey in June 1991..
 GZ1893
 GZ1893.The geoid height was determined by GEOID03.
 GZ1893
 GZ1893.The dynamic height is computed by dividing the NAVD 88
 GZ1893.geopotential number by the normal gravity value computed on the
 GZ1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1893.degrees latitude (g = 980.6199 gals.).
 GZ1893
 GZ1893.The modeled gravity was interpolated from observed gravity values.
 GZ1893
 GZ1893;                    North         East    Units  Estimated Accuracy
 GZ1893;SPC KY1Z     - 1,075,290.    1,497,430.      MT  (+/- 180 meters Scaled)
 GZ1893
 GZ1893                          SUPERSEDED SURVEY CONTROL
 GZ1893
 GZ1893  NGVD 29 (??/??/92)  268.062  (m)          879.47   (f) ADJ UNCH    1 1
 GZ1893
 GZ1893.Superseded values are not recommended for survey control.
 GZ1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1893.See file dsdata.txt to determine how the superseded data were derived.
 GZ1893
 GZ1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF086968(NAD 83)
 GZ1893_MARKER: DB = BENCH MARK DISK
 GZ1893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1893_SP_SET: CULVERT
 GZ1893_STAMPING: B 388 1968
 GZ1893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1893
 GZ1893  HISTORY     - Date     Condition        Report By
 GZ1893  HISTORY     - 1968     MONUMENTED       CGS
 GZ1893
 GZ1893                          STATION DESCRIPTION
 GZ1893
 GZ1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1893'3.3 MI W FROM WISDOM.
 GZ1893'ABOUT 3.3 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY
 GZ1893'80 FROM THE INTERSECTION OF THE HIGHWAY AND STATE HIGHWAY 640
 GZ1893'AT WISDOM, 12 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, SET
 GZ1893'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A
 GZ1893'TUBULAR CULVERT UNDER THE HIGHWAY, 30 FEET EAST OF THE CENTERLINE
 GZ1893'OF A PRIVATE DRIVEWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF
 GZ1893'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0567 ***********************************************************************
 GD0567  DESIGNATION -  B 389
 GD0567  PID         -  GD0567
 GD0567  STATE/COUNTY-  KY/BALLARD
 GD0567  USGS QUAD   -  WICKLIFFE (1983)
 GD0567
 GD0567                         *CURRENT SURVEY CONTROL
 GD0567  ___________________________________________________________________
 GD0567* NAD 83(1986)-  36 58 49.     (N)    089 04 46.     (W)     SCALED    
 GD0567* NAVD 88     -       125.930  (meters)     413.16   (feet)  ADJUSTED  
 GD0567  ___________________________________________________________________
 GD0567  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0567  DYNAMIC HT  -         125.836 (meters)     412.85  (feet)  COMP
 GD0567  MODELED GRAV-     979,883.0   (mgal)                       NAVD 88
 GD0567
 GD0567  VERT ORDER  -  FIRST     CLASS I
 GD0567
 GD0567.The horizontal coordinates were scaled from a topographic map and have
 GD0567.an estimated accuracy of +/- 6 seconds.
 GD0567
 GD0567.The orthometric height was determined by differential leveling
 GD0567.and adjusted by the National Geodetic Survey in June 1991..
 GD0567
 GD0567.The geoid height was determined by GEOID03.
 GD0567
 GD0567.The dynamic height is computed by dividing the NAVD 88
 GD0567.geopotential number by the normal gravity value computed on the
 GD0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0567.degrees latitude (g = 980.6199 gals.).
 GD0567
 GD0567.The modeled gravity was interpolated from observed gravity values.
 GD0567
 GD0567;                    North         East    Units  Estimated Accuracy
 GD0567;SPC KY1Z     - 1,077,090.    1,203,620.      MT  (+/- 180 meters Scaled)
 GD0567
 GD0567                          SUPERSEDED SURVEY CONTROL
 GD0567
 GD0567  NGVD 29 (??/??/??)  125.808  (m)          412.76   (f) ADJUSTED    1 1
 GD0567
 GD0567.Superseded values are not recommended for survey control.
 GD0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0567.See file dsdata.txt to determine how the superseded data were derived.
 GD0567
 GD0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF149947(NAD 83)
 GD0567_MARKER: DB = BENCH MARK DISK
 GD0567_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0567_SP_SET: 32 FEET
 GD0567_STAMPING: B 389 1968
 GD0567_MARK LOGO: CGS   
 GD0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0567
 GD0567  HISTORY     - Date     Condition        Report By
 GD0567  HISTORY     - 1968     MONUMENTED       CGS
 GD0567  HISTORY     - 1974     GOOD             NGS
 GD0567  HISTORY     - 19931101 POOR             KYDT
 GD0567  HISTORY     - 20000601 POOR             USE
 GD0567  HISTORY     - 20020423 POOR             USACE
 GD0567
 GD0567                          STATION DESCRIPTION
 GD0567
 GD0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0567'1.3 MI N FROM WICKLIFFE.
 GD0567'ABOUT 0.2 MILE NORTH ALONG FOURTH STREET (U.S. HIGHWAY 51 AND 62)
 GD0567'FROM BALLARD COUNTY COURTHOUSE AT WICKLIFFE, THENCE 1.1 MILES
 GD0567'NORTH ALONG U.S. HIGHWAY 60, 199 FEET NORTHEAST OF THE NORTHEAST
 GD0567'WALL OF A NEW BRICK HOUSE WITH PARTIAL STONE FACING, 31 1/2 FEET
 GD0567'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 73 FEET SOUTH OF AND
 GD0567'ACROSS HIGHWAY FROM A TELEPHONE POLE, 10 FEET SOUTHWEST OF CENTER
 GD0567'OF A FIELD ENTRANCE, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST,
 GD0567'ABOUT LEVEL WITH THE HIGHWAY AND ON TOP OF A COPPER COATED STEEL
 GD0567'ROD, ENCASED IN A 6-INCH CAST IRON PIPE WHICH IS PROJECTING
 GD0567'5-INCHES.  ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 GD0567
 GD0567                          STATION RECOVERY (1993)
 GD0567
 GD0567'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GD0567'RECOVERED IN POOR CONDITION.  NOTE--MARK APPARENTLY HAS BEEN HIT
 GD0567'BENDING 1/2 OF DISK DOWNWARD.
 GD0567
 GD0567                          STATION RECOVERY (2000)
 GD0567
 GD0567'RECOVERY NOTE BY US ENGINEERS 2000 (DLB)
 GD0567'FULL DESCRIPTION OF THE STATION IS IN THE DATABASE.  WILL PROBABLY
 GD0567'HOLD POSITION AND ELEVATION WELL.  IT IS IN POOR CONDITION.  MONUMENT
 GD0567'CONTAINS MAGNETIC MATERIAL.  ROD DEPTH 32 FT (9.8 M) SLEEVE DEPTH 10
 GD0567'FT (3.0 M) .  MONUMENT IS 6 INCHES ABOVE GROUND.  IT IS SUITABLE FOR
 GD0567'GPS USE.
 GD0567
 GD0567                          STATION RECOVERY (2002)
 GD0567
 GD0567'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0567'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0256 ***********************************************************************
 HB0256  DESIGNATION -  B 390
 HB0256  PID         -  HB0256
 HB0256  STATE/COUNTY-  KY/MARSHALL
 HB0256  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0256
 HB0256                         *CURRENT SURVEY CONTROL
 HB0256  ___________________________________________________________________
 HB0256* NAD 83(1986)-  37 01 56.     (N)    088 23 20.     (W)     SCALED    
 HB0256* NAVD 88     -       105.392  (meters)     345.77   (feet)  ADJUSTED  
 HB0256  ___________________________________________________________________
 HB0256  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 HB0256  DYNAMIC HT  -         105.314 (meters)     345.52  (feet)  COMP
 HB0256  MODELED GRAV-     979,889.9   (mgal)                       NAVD 88
 HB0256
 HB0256  VERT ORDER  -  FIRST     CLASS I
 HB0256
 HB0256.The horizontal coordinates were scaled from a topographic map and have
 HB0256.an estimated accuracy of +/- 6 seconds.
 HB0256
 HB0256.The orthometric height was determined by differential leveling
 HB0256.and adjusted by the National Geodetic Survey in June 1991..
 HB0256
 HB0256.The geoid height was determined by GEOID03.
 HB0256
 HB0256.The dynamic height is computed by dividing the NAVD 88
 HB0256.geopotential number by the normal gravity value computed on the
 HB0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0256.degrees latitude (g = 980.6199 gals.).
 HB0256
 HB0256.The modeled gravity was interpolated from observed gravity values.
 HB0256
 HB0256;                    North         East    Units  Estimated Accuracy
 HB0256;SPC KY1Z     - 1,080,890.    1,265,240.      MT  (+/- 180 meters Scaled)
 HB0256
 HB0256                          SUPERSEDED SURVEY CONTROL
 HB0256
 HB0256  NGVD 29 (??/??/??)  105.442  (m)          345.94   (f) ADJUSTED    1 1
 HB0256
 HB0256.Superseded values are not recommended for survey control.
 HB0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0256.See file dsdata.txt to determine how the superseded data were derived.
 HB0256
 HB0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF764993(NAD 83)
 HB0256_MARKER: DB = BENCH MARK DISK
 HB0256_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB0256_SP_SET: 87 FEET
 HB0256_STAMPING: B 390 1968
 HB0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0256
 HB0256  HISTORY     - Date     Condition        Report By
 HB0256  HISTORY     - 1968     MONUMENTED       CGS
 HB0256  HISTORY     - 1971     GOOD             NGS
 HB0256  HISTORY     - 20030204 MARK NOT FOUND   ILDT
 HB0256
 HB0256                          STATION DESCRIPTION
 HB0256
 HB0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0256'3.4 MI E FROM LITTLE CYPRESS.
 HB0256'ABOUT 3.45 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0256'A CROSSING OF THE RAILROAD AND THE GRAVELED ROAD AT LITTLE
 HB0256'CYPRESS, OR ABOUT 2.1 MILES WEST ALONG THE ILLINOIS CENTRAL
 HB0256'RAILROAD FROM A CROSSING OF THE RAILROAD AND STATE HIGHWAY 95
 HB0256'AT CALVERT CITY, 94 FEET EAST OF THE CENTER OF A CROSSING OF THE
 HB0256'RAILROAD AND STATE ROAD 1523, 26 FEET SOUTHEAST OF THE SOUTHEAST
 HB0256'RAIL OF THE SOUTHEAST TRACK, 15 FEET NORTHWEST OF THE CENTERLINE
 HB0256'OF A GRAVELED ROAD WHICH PARALLELS THE TRACKS, 9 FEET NORTHEAST
 HB0256'OF A TELEPHONE POLE AND IN LINE WITH A ROW OF TELEPHONE POLES,
 HB0256'73 FEET NORTHEAST OF THE NORTH END OF THE EAST CONCRETE HEADWALL
 HB0256'OF A CULVERT UNDER THE STATE ROAD, 1.0 FOOT WEST OF A METAL
 HB0256'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND ON
 HB0256'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 HB0256'DEPTH OF 87 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE
 HB0256'WHICH PROJECTS 5 INCHES.
 HB0256
 HB0256                          STATION RECOVERY (1971)
 HB0256
 HB0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HB0256'RECOVERED IN GOOD CONDITION.
 HB0256
 HB0256                          STATION RECOVERY (2003)
 HB0256
 HB0256'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (MAW)
 HB0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0185 ***********************************************************************
 HB0185  DESIGNATION -  B 391
 HB0185  PID         -  HB0185
 HB0185  STATE/COUNTY-  KY/LYON
 HB0185  USGS QUAD   -  EDDYVILLE (1973)
 HB0185
 HB0185                         *CURRENT SURVEY CONTROL
 HB0185  ___________________________________________________________________
 HB0185* NAD 83(1986)-  37 05 24.     (N)    088 05 05.     (W)     SCALED    
 HB0185* NAVD 88     -       141.136  (meters)     463.04   (feet)  ADJUSTED  
 HB0185  ___________________________________________________________________
 HB0185  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 HB0185  DYNAMIC HT  -         141.030 (meters)     462.70  (feet)  COMP
 HB0185  MODELED GRAV-     979,878.6   (mgal)                       NAVD 88
 HB0185
 HB0185  VERT ORDER  -  FIRST     CLASS I
 HB0185
 HB0185.The horizontal coordinates were scaled from a topographic map and have
 HB0185.an estimated accuracy of +/- 6 seconds.
 HB0185
 HB0185.The orthometric height was determined by differential leveling
 HB0185.and adjusted by the National Geodetic Survey in June 1991..
 HB0185
 HB0185.The geoid height was determined by GEOID03.
 HB0185
 HB0185.The dynamic height is computed by dividing the NAVD 88
 HB0185.geopotential number by the normal gravity value computed on the
 HB0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0185.degrees latitude (g = 980.6199 gals.).
 HB0185
 HB0185.The modeled gravity was interpolated from observed gravity values.
 HB0185
 HB0185;                    North         East    Units  Estimated Accuracy
 HB0185;SPC KY1Z     - 1,086,580.    1,292,450.      MT  (+/- 180 meters Scaled)
 HB0185
 HB0185                          SUPERSEDED SURVEY CONTROL
 HB0185
 HB0185  NGVD 29 (??/??/??)  141.202  (m)          463.26   (f) ADJUSTED    1 1
 HB0185
 HB0185.Superseded values are not recommended for survey control.
 HB0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0185.See file dsdata.txt to determine how the superseded data were derived.
 HB0185
 HB0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG035054(NAD 83)
 HB0185_MARKER: DB = BENCH MARK DISK
 HB0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0185_STAMPING: B 391 1968
 HB0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0185+STABILITY: SURFACE MOTION
 HB0185
 HB0185  HISTORY     - Date     Condition        Report By
 HB0185  HISTORY     - 1968     MONUMENTED       CGS
 HB0185
 HB0185                          STATION DESCRIPTION
 HB0185
 HB0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0185'AT EDDYVILLE.
 HB0185'AT EDDYVILLE, 195 FEET SOUTH AND ACROSS EAST MAIN STREET FROM
 HB0185'THE SOUTH CORNER OF THE POST OFFICE, NEAR THE CENTER OF THE
 HB0185'EDDYVILLE CITY PARK, 139 FEET SOUTHWEST OF THE CENTERLINE OF
 HB0185'EAST MAIN STREET, 53 FEET SOUTHEAST OF THE CENTERLINE OF A PAVED
 HB0185'ROAD, 17 FEET SOUTH OF A 23-INCH OAK TREE, 8 FEET SOUTHEAST OF A
 HB0185'POWER POLE WHICH BEARS A STREET LIGHT, ABOUT 1 FOOT BELOW THE
 HB0185'LEVEL OF THE PAVED ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HB0185'WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1238 ***********************************************************************
 GC1238  DESIGNATION -  B 392
 GC1238  PID         -  GC1238
 GC1238  STATE/COUNTY-  KY/CHRISTIAN
 GC1238  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1238
 GC1238                         *CURRENT SURVEY CONTROL
 GC1238  ___________________________________________________________________
 GC1238* NAD 83(1986)-  36 51 41.     (N)    087 28 21.     (W)     SCALED    
 GC1238* NAVD 88     -       194.110  (meters)     636.84   (feet)  ADJUSTED  
 GC1238  ___________________________________________________________________
 GC1238  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC1238  DYNAMIC HT  -         193.957 (meters)     636.34  (feet)  COMP
 GC1238  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 GC1238
 GC1238  VERT ORDER  -  FIRST     CLASS I
 GC1238
 GC1238.The horizontal coordinates were scaled from a topographic map and have
 GC1238.an estimated accuracy of +/- 6 seconds.
 GC1238
 GC1238.The orthometric height was determined by differential leveling
 GC1238.and adjusted by the National Geodetic Survey in June 1991..
 GC1238
 GC1238.The geoid height was determined by GEOID03.
 GC1238
 GC1238.The dynamic height is computed by dividing the NAVD 88
 GC1238.geopotential number by the normal gravity value computed on the
 GC1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1238.degrees latitude (g = 980.6199 gals.).
 GC1238
 GC1238.The modeled gravity was interpolated from observed gravity values.
 GC1238
 GC1238;                    North         East    Units  Estimated Accuracy
 GC1238;SPC KY1Z     - 1,060,030.    1,346,400.      MT  (+/- 180 meters Scaled)
 GC1238
 GC1238                          SUPERSEDED SURVEY CONTROL
 GC1238
 GC1238  NGVD 29 (??/??/92)  194.178  (m)          637.07   (f) ADJ UNCH    1 1
 GC1238
 GC1238.Superseded values are not recommended for survey control.
 GC1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1238.See file dsdata.txt to determine how the superseded data were derived.
 GC1238
 GC1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF578796(NAD 83)
 GC1238_MARKER: DB = BENCH MARK DISK
 GC1238_SETTING: 66 = SET IN ROCK OUTCROP
 GC1238_SP_SET: ROCK OUTCROP
 GC1238_STAMPING: B 392 1968
 GC1238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1238+STABILITY: POSITION/ELEVATION WELL
 GC1238
 GC1238  HISTORY     - Date     Condition        Report By
 GC1238  HISTORY     - 1968     MONUMENTED       CGS
 GC1238
 GC1238                          STATION DESCRIPTION
 GC1238
 GC1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1238'1.1 MI E FROM HOPKINSVILLE.
 GC1238'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1238'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE
 GC1238'EAST ALONG EAST 9TH STREET WHICH IS U.S. HIGHWAYS 41 AND 68 AND
 GC1238'STATE HIGHWAY 80 AND 109, THENCE 0.4 MILE EAST ALONG MC LEAN
 GC1238'AVENUE WHICH IS U.S. HIGHWAY 68 AND STATE HIGHWAY 80, 75 1/2
 GC1238'FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRAFFIC LANE OF THE
 GC1238'HIGHWAY, SET IN THE TOP OF A FLAT ROCK OUTCROP, 3 FEET EAST OF
 GC1238'THE CENTER OF A CONCRETE DRAINAGE DITCH, 5 1/2 FEET WEST OF A
 GC1238'14-INCH OAK TREE, 86 FEET SOUTHEAST OF THE EAST END OF THE
 GC1238'SOUTH CONCRETE GUARD RAIL ON A HIGHWAY OVERPASS FOR THE
 GC1238'PENNYRILE PARKWAY, AND ABOUT 15 FEET BELOW THE LEVEL OF THE
 GC1238'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1189 ***********************************************************************
 GC1189  DESIGNATION -  B 393
 GC1189  PID         -  GC1189
 GC1189  STATE/COUNTY-  KY/TODD
 GC1189  USGS QUAD   -  OLMSTEAD (1985)
 GC1189
 GC1189                         *CURRENT SURVEY CONTROL
 GC1189  ___________________________________________________________________
 GC1189* NAD 83(1986)-  36 48 09.     (N)    087 06 42.     (W)     SCALED    
 GC1189* NAVD 88     -       206.040  (meters)     675.98   (feet)  ADJUSTED  
 GC1189  ___________________________________________________________________
 GC1189  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 GC1189  DYNAMIC HT  -         205.875 (meters)     675.44  (feet)  COMP
 GC1189  MODELED GRAV-     979,826.9   (mgal)                       NAVD 88
 GC1189
 GC1189  VERT ORDER  -  FIRST     CLASS I
 GC1189
 GC1189.The horizontal coordinates were scaled from a topographic map and have
 GC1189.an estimated accuracy of +/- 6 seconds.
 GC1189
 GC1189.The orthometric height was determined by differential leveling
 GC1189.and adjusted by the National Geodetic Survey in June 1991..
 GC1189
 GC1189.The geoid height was determined by GEOID03.
 GC1189
 GC1189.The dynamic height is computed by dividing the NAVD 88
 GC1189.geopotential number by the normal gravity value computed on the
 GC1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1189.degrees latitude (g = 980.6199 gals.).
 GC1189
 GC1189.The modeled gravity was interpolated from observed gravity values.
 GC1189
 GC1189;                    North         East    Units  Estimated Accuracy
 GC1189;SPC KY1Z     - 1,052,960.    1,378,480.      MT  (+/- 180 meters Scaled)
 GC1189
 GC1189                          SUPERSEDED SURVEY CONTROL
 GC1189
 GC1189  NGVD 29 (??/??/92)  206.121  (m)          676.25   (f) ADJ UNCH    1 1
 GC1189
 GC1189.Superseded values are not recommended for survey control.
 GC1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1189.See file dsdata.txt to determine how the superseded data were derived.
 GC1189
 GC1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF900729(NAD 83)
 GC1189_MARKER: DB = BENCH MARK DISK
 GC1189_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GC1189_SP_SET: 12 FEET
 GC1189_STAMPING: B 393 1968
 GC1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1189
 GC1189  HISTORY     - Date     Condition        Report By
 GC1189  HISTORY     - 1968     MONUMENTED       CGS
 GC1189
 GC1189                          STATION DESCRIPTION
 GC1189
 GC1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1189'2.4 MI E FROM ELKTON.
 GC1189'ABOUT 2.35 MILES EAST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY
 GC1189'80 FROM THE TODD COUNTY COURTHOUSE AT ELKTON, 73 FEET NORTHEAST
 GC1189'OF THE CENTER OF A JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD,
 GC1189'45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 47 FEET EAST OF
 GC1189'THE CENTERLINE OF THE GRAVELED ROAD, 11 FEET WEST OF THE
 GC1189'CENTERLINE OF A PRIVATE DRIVEWAY, 73 FEET SOUTHWEST OF THE
 GC1189'SOUTHWEST CORNER OF A FRAME HOUSE, 1 FOOT WEST OF A FENCE, 0.9
 GC1189'FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 GC1189'HIGHWAY, AND SET ON TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN
 GC1189'TO A DEPTH OF 12 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE
 GC1189'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0610 ***********************************************************************
 GD0610  DESIGNATION -  B 394
 GD0610  PID         -  GD0610
 GD0610  STATE/COUNTY-  KY/HICKMAN
 GD0610  USGS QUAD   -  ARLINGTON (1982)
 GD0610
 GD0610                         *CURRENT SURVEY CONTROL
 GD0610  ___________________________________________________________________
 GD0610* NAD 83(1986)-  36 45 57.     (N)    089 00 17.     (W)     SCALED    
 GD0610* NAVD 88     -        98.703  (meters)     323.83   (feet)  ADJUSTED  
 GD0610  ___________________________________________________________________
 GD0610  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GD0610  DYNAMIC HT  -          98.627 (meters)     323.58  (feet)  COMP
 GD0610  MODELED GRAV-     979,859.4   (mgal)                       NAVD 88
 GD0610
 GD0610  VERT ORDER  -  FIRST     CLASS I
 GD0610
 GD0610.The horizontal coordinates were scaled from a topographic map and have
 GD0610.an estimated accuracy of +/- 6 seconds.
 GD0610
 GD0610.The orthometric height was determined by differential leveling
 GD0610.and adjusted by the National Geodetic Survey in June 1991..
 GD0610
 GD0610.The geoid height was determined by GEOID03.
 GD0610
 GD0610.The dynamic height is computed by dividing the NAVD 88
 GD0610.geopotential number by the normal gravity value computed on the
 GD0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0610.degrees latitude (g = 980.6199 gals.).
 GD0610
 GD0610.The modeled gravity was interpolated from observed gravity values.
 GD0610
 GD0610;                    North         East    Units  Estimated Accuracy
 GD0610;SPC KY1Z     - 1,053,070.    1,209,440.      MT  (+/- 180 meters Scaled)
 GD0610
 GD0610                          SUPERSEDED SURVEY CONTROL
 GD0610
 GD0610  NGVD 29 (??/??/??)   98.610  (m)          323.52   (f) ADJUSTED    1 1
 GD0610
 GD0610.Superseded values are not recommended for survey control.
 GD0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0610.See file dsdata.txt to determine how the superseded data were derived.
 GD0610
 GD0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF210707(NAD 83)
 GD0610_MARKER: DB = BENCH MARK DISK
 GD0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0610_SP_SET: METAL BASE PLATE
 GD0610_STAMPING: B 394 1974
 GD0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0610
 GD0610  HISTORY     - Date     Condition        Report By
 GD0610  HISTORY     - 1974     MONUMENTED       NGS
 GD0610  HISTORY     - 20020813 MARK NOT FOUND   USACE
 GD0610
 GD0610                          STATION DESCRIPTION
 GD0610
 GD0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0610'1.6 MI S FROM ARLINGTON.
 GD0610'ABOUT 1.65 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE INTERSECTION
 GD0610'OF STATE HIGHWAY 80 AT ARLINGTON, 0.55 MILE SOUTH OF THE
 GD0610'HICKMAN-CARLISLE COUNTY LINE, 0.1 MILE NORTH OF THE MOST
 GD0610'NORTHERLY ONE OF 3 CONCRETE BRIDGES, 110 FEET WEST OF THE CENTER
 GD0610'LINE OF U.S. HIGHWAY 51, 82 FEET NORTH-NORTHEAST OF THE CENTER
 GD0610'LINE OF A TRAIL ROAD LEADING WEST ALONG THE SOUTH SIDE OF A
 GD0610'DITCH AND WOODED AREA, 23 FEET NORTHEAST OF A LARGE FORKED OAK
 GD0610'TREE WITH TRIANGLE BLAZE, 0.7 FOOT SOUTHWEST OF A CREOSOTED
 GD0610'WOODEN WITNESS POST AND ON THE TOP OF A 4-FOOT COPPER COATED
 GD0610'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 GD0610'FLUSH WITH THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT
 GD0610'IS FLUSH WITH THE GROUND.
 GD0610
 GD0610                          STATION RECOVERY (2002)
 GD0610
 GD0610'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0610'AREA NOW CLEARED AND CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0848 ***********************************************************************
 HA0848  DESIGNATION -  B 40
 HA0848  PID         -  HA0848
 HA0848  STATE/COUNTY-  KY/WEBSTER
 HA0848  USGS QUAD   -  BLACKFORD (1954)
 HA0848
 HA0848                         *CURRENT SURVEY CONTROL
 HA0848  ___________________________________________________________________
 HA0848* NAD 83(1986)-  37 26 57.     (N)    087 56 08.     (W)     SCALED    
 HA0848* NAVD 88     -       112.141  (meters)     367.92   (feet)  ADJUSTED  
 HA0848  ___________________________________________________________________
 HA0848  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HA0848  DYNAMIC HT  -         112.060 (meters)     367.65  (feet)  COMP
 HA0848  MODELED GRAV-     979,905.8   (mgal)                       NAVD 88
 HA0848
 HA0848  VERT ORDER  -  FIRST     CLASS II
 HA0848
 HA0848.The horizontal coordinates were scaled from a topographic map and have
 HA0848.an estimated accuracy of +/- 6 seconds.
 HA0848
 HA0848.The orthometric height was determined by differential leveling
 HA0848.and adjusted by the National Geodetic Survey in June 1991..
 HA0848.WARNING-Repeat measurements at this control monument indicate possible
 HA0848.vertical movement.
 HA0848
 HA0848.The geoid height was determined by GEOID03.
 HA0848
 HA0848.The dynamic height is computed by dividing the NAVD 88
 HA0848.geopotential number by the normal gravity value computed on the
 HA0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0848.degrees latitude (g = 980.6199 gals.).
 HA0848
 HA0848.The modeled gravity was interpolated from observed gravity values.
 HA0848
 HA0848;                    North         East    Units  Estimated Accuracy
 HA0848;SPC KY1Z     - 1,126,100.    1,306,640.      MT  (+/- 180 meters Scaled)
 HA0848
 HA0848                          SUPERSEDED SURVEY CONTROL
 HA0848
 HA0848  NGVD 29 (??/??/92)  112.237  (m)          368.23   (f) ADJ UNCH    1 2
 HA0848
 HA0848.Superseded values are not recommended for survey control.
 HA0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0848.See file dsdata.txt to determine how the superseded data were derived.
 HA0848
 HA0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG172451(NAD 83)
 HA0848_MARKER: DB = BENCH MARK DISK
 HA0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0848_STAMPING: B 40 1934
 HA0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0848+STABILITY: SURFACE MOTION
 HA0848
 HA0848  HISTORY     - Date     Condition        Report By
 HA0848  HISTORY     - 1934     MONUMENTED       CGS
 HA0848  HISTORY     - 1949     GOOD             NGS
 HA0848
 HA0848                          STATION DESCRIPTION
 HA0848
 HA0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HA0848'AT BLACKFORD.
 HA0848'AT BLACKFORD, 125 FEET NORTH-NORTHEAST AND ACROSS A STREET AND
 HA0848'TRACK FROM THE NORTH CORNER OF THE ILLINOIS CENTRAL RAILROAD, 75
 HA0848'FEET WEST AND ACROSS THE TRACK FROM TELEPHONE POLE NO. 6850,
 HA0848'47 1/2 FEET NORTH OF THE CENTER OF A STREET CROSSING AT CENTER
 HA0848'OF MAIN TRACK, 21 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 20.4
 HA0848'FEET NORTHEAST OF A CROSSING WARNING SIGN POST, 8 FEET NORTHWEST
 HA0848'OF THE NORTHWEST RAIL OF A SIDE TRACK, 1 FOOT SOUTHEAST OF A
 HA0848'WHITE WOODEN WITNESS POST 1/2 FOOT BELOW THE TRACK AND SET IN
 HA0848'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2051 ***********************************************************************
 GC2051  DESIGNATION -  B 400
 GC2051  PID         -  GC2051
 GC2051  STATE/COUNTY-  KY/LOGAN
 GC2051  USGS QUAD   -  OLMSTEAD (1985)
 GC2051
 GC2051                         *CURRENT SURVEY CONTROL
 GC2051  ___________________________________________________________________
 GC2051* NAD 83(1986)-  36 45 17.     (N)    087 02 15.     (W)     SCALED    
 GC2051* NAVD 88     -       181.093  (meters)     594.14   (feet)  ADJUSTED  
 GC2051  ___________________________________________________________________
 GC2051  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GC2051  DYNAMIC HT  -         180.947 (meters)     593.66  (feet)  COMP
 GC2051  MODELED GRAV-     979,825.8   (mgal)                       NAVD 88
 GC2051
 GC2051  VERT ORDER  -  FIRST     CLASS II
 GC2051
 GC2051.The horizontal coordinates were scaled from a topographic map and have
 GC2051.an estimated accuracy of +/- 6 seconds.
 GC2051
 GC2051.The orthometric height was determined by differential leveling
 GC2051.and adjusted by the National Geodetic Survey in June 1991..
 GC2051
 GC2051.The geoid height was determined by GEOID03.
 GC2051
 GC2051.The dynamic height is computed by dividing the NAVD 88
 GC2051.geopotential number by the normal gravity value computed on the
 GC2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2051.degrees latitude (g = 980.6199 gals.).
 GC2051
 GC2051.The modeled gravity was interpolated from observed gravity values.
 GC2051
 GC2051;                    North         East    Units  Estimated Accuracy
 GC2051;SPC KY1Z     - 1,047,560.    1,385,020.      MT  (+/- 180 meters Scaled)
 GC2051
 GC2051                          SUPERSEDED SURVEY CONTROL
 GC2051
 GC2051.No superseded survey control is available for this station.
 GC2051
 GC2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF966676(NAD 83)
 GC2051_MARKER: I = METAL ROD
 GC2051_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GC2051_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GC2051_STAMPING: B 400 1984
 GC2051_MARK LOGO: NGS   
 GC2051_PROJECTION: RECESSED 3 CENTIMETERS
 GC2051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2051+STABILITY: POSITION/ELEVATION WELL
 GC2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC2051+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 GC2051_ROD/PIPE-DEPTH: 7.62 meters
 GC2051_SLEEVE-DEPTH  : 6.09 meters
 GC2051
 GC2051  HISTORY     - Date     Condition        Report By
 GC2051  HISTORY     - 1984     MONUMENTED       NGS
 GC2051  HISTORY     - 19950913 GOOD             KYDT
 GC2051
 GC2051                          STATION DESCRIPTION
 GC2051
 GC2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2051'7.6 KM (4.7 MI) NE FROM ALLENSVILLE.
 GC2051'1.9 KM (1.2 MI) NORTHWEST ALONG STATE HIGHWAY 102 FROM THE POST OFFICE
 GC2051'IN ALLENSVILLE, THENCE 5.6 KM (3.5 MI) NORTHEAST ALONG U.S. HIGHWAY 79
 GC2051'TO THE DRIVEWAY ENTRANCE LEADING SOUTHEAST (UPHILL) TO A LARGE HOUSE
 GC2051'(DAVID RILEY RESIDENCE), 2.6 KM (1.60 MI) NORTHEAST OF THE TODD-LOGAN
 GC2051'COUNTY LINE, 32.61 METERS (107.0 FT) SOUTHEAST OF THE CENTERLINE OF
 GC2051'THE HIGHWAY, 46.93 METERS (154.0 FT) EAST OF THE NORTHEAST END OF A
 GC2051'CONCRETE BOX CULVERT UNDER THE HIGHWAY, 33.07 METERS (108.5 FT) EAST
 GC2051'OF A TELEPHONE JUNCTION BOX BY THE SOUTHWEST ENTRANCE POST AT THE
 GC2051'DRIVEWAY, 16.45 METERS (54.0 FT) NORTHEAST OF THE CENTER OF THE
 GC2051'DRIVEWAY, AND 1.67 METERS (5.5 FT) SOUTHWEST OF A BLACK FENCE POST AND
 GC2051'FENCE LINE.
 GC2051'THE MARK IS 33.3 METERS  SE FROM A WITNESS POST.
 GC2051'THE MARK IS 1.37 M ABOVE HIGHWAY.
 GC2051
 GC2051                          STATION RECOVERY (1995)
 GC2051
 GC2051'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC2051'FENCE POST/LINE NO LONGER HERE, MARK IS 1 FOOT SOUTHWEST OF WITNESS
 GC2051'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2062 ***********************************************************************
 GC2062  DESIGNATION -  B 401
 GC2062  PID         -  GC2062
 GC2062  STATE/COUNTY-  KY/LOGAN
 GC2062  USGS QUAD   -  RUSSELLVILLE (1983)
 GC2062
 GC2062                         *CURRENT SURVEY CONTROL
 GC2062  ___________________________________________________________________
 GC2062* NAD 83(1986)-  36 50 21.     (N)    086 53 30.     (W)     SCALED    
 GC2062* NAVD 88     -       186.480  (meters)     611.81   (feet)  ADJUSTED  
 GC2062  ___________________________________________________________________
 GC2062  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GC2062  DYNAMIC HT  -         186.334 (meters)     611.33  (feet)  COMP
 GC2062  MODELED GRAV-     979,840.4   (mgal)                       NAVD 88
 GC2062
 GC2062  VERT ORDER  -  FIRST     CLASS II
 GC2062
 GC2062.The horizontal coordinates were scaled from a topographic map and have
 GC2062.an estimated accuracy of +/- 6 seconds.
 GC2062
 GC2062.The orthometric height was determined by differential leveling
 GC2062.and adjusted by the National Geodetic Survey in June 1991..
 GC2062
 GC2062.The geoid height was determined by GEOID03.
 GC2062
 GC2062.The dynamic height is computed by dividing the NAVD 88
 GC2062.geopotential number by the normal gravity value computed on the
 GC2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2062.degrees latitude (g = 980.6199 gals.).
 GC2062
 GC2062.The modeled gravity was interpolated from observed gravity values.
 GC2062
 GC2062;                    North         East    Units  Estimated Accuracy
 GC2062;SPC KY1Z     - 1,056,760.    1,398,160.      MT  (+/- 180 meters Scaled)
 GC2062
 GC2062                          SUPERSEDED SURVEY CONTROL
 GC2062
 GC2062.No superseded survey control is available for this station.
 GC2062
 GC2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF096770(NAD 83)
 GC2062_MARKER: I = METAL ROD
 GC2062_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2062_SP_SET: STAINLESS STEEL ROD
 GC2062_STAMPING: B 401 1984
 GC2062_MARK LOGO: NGS   
 GC2062_PROJECTION: RECESSED 5 CENTIMETERS
 GC2062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2062_ROD/PIPE-DEPTH: 4.88 meters
 GC2062
 GC2062  HISTORY     - Date     Condition        Report By
 GC2062  HISTORY     - 1984     MONUMENTED       NGS
 GC2062  HISTORY     - 19950913 MARK NOT FOUND   KYDT
 GC2062
 GC2062                          STATION DESCRIPTION
 GC2062
 GC2062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2062'IN RUSSELLVILLE.
 GC2062'IN RUSSELLVILLE, 0.5 KM (0.3 MI) SOUTHEAST ALONG WINTER STREET FROM
 GC2062'THE POST OFFICE, THENCE 0.4 KM (0.25 MI) SOUTHWEST ALONG U.S. HIGHWAY
 GC2062'79 TO THE EAST EDGE OF A CEMETERY AND THE MARK ON THE LEFT,
 GC2062'15.61 METERS (51.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 GC2062'HIGHWAY, 11.70 METERS (38.4 FT) EAST OF THE SOUTHEAST CORNER OF THE
 GC2062'TOMBSTONE OF J.W. LINTON, 10.27 METERS (33.7 FT) WEST-SOUTHWEST OF THE
 GC2062'NORTHWEST CORNER OF A LARGE OLD BRICK HOUSE (THE SEYTON HOME), AND
 GC2062'0.79 METERS (2.6 FT) WEST-SOUTHWEST OF A ROW OF SHRUBS RUNNING
 GC2062'NORTHWEST-SOUTHEAST.
 GC2062'THE MARK IS 0.15 M ABOVE HIGHWAY.
 GC2062
 GC2062                          STATION RECOVERY (1995)
 GC2062
 GC2062'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC2062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2179 ***********************************************************************
 HY2179  DESIGNATION -  B 402
 HY2179  PID         -  HY2179
 HY2179  STATE/COUNTY-  KY/GREENUP
 HY2179  USGS QUAD   -  IRONTON (1987)
 HY2179
 HY2179                         *CURRENT SURVEY CONTROL
 HY2179  ___________________________________________________________________
 HY2179* NAD 83(1993)-  38 32 24.63064(N)    082 42 54.40845(W)     ADJUSTED  
 HY2179* NAVD 88     -       176.891  (meters)     580.35   (feet)  ADJUSTED  
 HY2179  ___________________________________________________________________
 HY2179  X           -     633,432.090 (meters)                     COMP
 HY2179  Y           -  -4,955,081.216 (meters)                     COMP
 HY2179  Z           -   3,952,608.320 (meters)                     COMP
 HY2179  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 HY2179  ELLIP HEIGHT-         143.97  (meters)          (09/04/97) GPS OBS
 HY2179  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY2179  DYNAMIC HT  -         176.777 (meters)     579.98  (feet)  COMP
 HY2179  MODELED GRAV-     979,976.1   (mgal)                       NAVD 88
 HY2179
 HY2179  HORZ ORDER  -  FIRST
 HY2179  VERT ORDER  -  FIRST     CLASS II
 HY2179  ELLP ORDER  -  FOURTH    CLASS I
 HY2179
 HY2179.The horizontal coordinates were established by GPS observations
 HY2179.and adjusted by the National Geodetic Survey in September 1997..
 HY2179
 HY2179.The orthometric height was determined by differential leveling
 HY2179.and adjusted by the National Geodetic Survey in June 1991..
 HY2179
 HY2179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY2179
 HY2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2179
 HY2179.The ellipsoidal height was determined by GPS observations
 HY2179.and is referenced to NAD 83.
 HY2179
 HY2179.The geoid height was determined by GEOID03.
 HY2179
 HY2179.The dynamic height is computed by dividing the NAVD 88
 HY2179.geopotential number by the normal gravity value computed on the
 HY2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2179.degrees latitude (g = 980.6199 gals.).
 HY2179
 HY2179.The modeled gravity was interpolated from observed gravity values.
 HY2179
 HY2179;                    North         East     Units Scale Factor Converg.
 HY2179;SPC KY1Z     - 1,249,229.065 1,764,540.376   MT  0.99997196   +1 51 47.9
 HY2179;SPC KY1Z     - 4,098,512.36  5,789,162.88   sFT  0.99997196   +1 51 47.9
 HY2179;SPC KY N     -   116,571.803   633,806.834   MT  0.99996289   +0 57 17.3
 HY2179;SPC KY N     -   382,452.66  2,079,414.59   sFT  0.99996289   +0 57 17.3
 HY2179;UTM  17      - 4,267,145.517   350,523.817   MT  0.99987515   -1 04 07.8
 HY2179
 HY2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2179!SPC KY1Z     -   0.99997741  x   0.99997196  =   0.99994937
 HY2179!SPC KY N     -   0.99997741  x   0.99996289  =   0.99994030
 HY2179!UTM  17      -   0.99997741  x   0.99987515  =   0.99985256
 HY2179
 HY2179                          SUPERSEDED SURVEY CONTROL
 HY2179
 HY2179  NAVD 88 (09/04/97)  176.89   (m)          580.3    (f) LEVELING    3  
 HY2179
 HY2179.Superseded values are not recommended for survey control.
 HY2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2179.See file dsdata.txt to determine how the superseded data were derived.
 HY2179
 HY2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC5052467146(NAD 83)
 HY2179_MARKER: DB = BENCH MARK DISK
 HY2179_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY2179_SP_SET: CONC CULVERT HEADWALL ON BEDROCK
 HY2179_STAMPING: B 402 1984
 HY2179_MARK LOGO: NGS   
 HY2179_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2179+STABILITY: POSITION/ELEVATION WELL
 HY2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY2179+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2001
 HY2179
 HY2179  HISTORY     - Date     Condition        Report By
 HY2179  HISTORY     - 1984     MONUMENTED       NGS
 HY2179  HISTORY     - 19960907 GOOD             NGS
 HY2179  HISTORY     - 20010824 GOOD             KYDT
 HY2179
 HY2179                          STATION DESCRIPTION
 HY2179
 HY2179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2179'1.2 KM (0.75 MI) EAST FROM RACELAND.
 HY2179'1.2 KM (0.75 MI) EAST ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF POND
 HY2179'RUN ROAD IN RACELAND TO THE MARK ON THE RIGHT, IN THE WEST END OF THE
 HY2179'SOUTH HEADWALL OF A CULVERT ON BEDROCK, 14.02 METERS (46.0 FT) SOUTH
 HY2179'OF THE CENTERLINE OF THE SOUTH BOUND LANE OF THE HIGHWAY, 21.64 METERS
 HY2179'(71.0 FT) EAST OF THE JUNCTION OF A PAVED ROAD LEADING SOUTH,
 HY2179'0.09 METER (0.3 FT) EAST OF THE WEST END OF THE HEADWALL.
 HY2179'THE MARK IS 0.75 M BELOW HIGHWAY.
 HY2179
 HY2179                          STATION RECOVERY (1996)
 HY2179
 HY2179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 HY2179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW) .  RECOVERED AS
 HY2179'DESCRIBED WITH CHANGES.  THE STATION IS SET IN A 8 IN THICK CONCRETE
 HY2179'HEADWALL FOR A 42 IN CONCRETE CULVERT UNDER U.S.  ROUTE 23.  THE
 HY2179'HEADWALL IS ON BEDROCK AND HAS A STABILITY.  THE STATION IS LOCATED ON
 HY2179'THE EAST SIDE OF RACELAND AT THE JUNCTION OF U.S.  ROUTE 23 WITH
 HY2179'CHEROKEE ROAD.
 HY2179
 HY2179                          STATION RECOVERY (2001)
 HY2179
 HY2179'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (LDE)
 HY2179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2645 ***********************************************************************
 GZ2645  DESIGNATION -  B 403
 GZ2645  PID         -  GZ2645
 GZ2645  STATE/COUNTY-  KY/LINCOLN
 GZ2645  USGS QUAD   -  STANFORD (1979)
 GZ2645
 GZ2645                         *CURRENT SURVEY CONTROL
 GZ2645  ___________________________________________________________________
 GZ2645* NAD 83(1986)-  37 30 54.     (N)    084 39 30.     (W)     SCALED    
 GZ2645* NAVD 88     -       289.801  (meters)     950.79   (feet)  ADJUSTED  
 GZ2645  ___________________________________________________________________
 GZ2645  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GZ2645  DYNAMIC HT  -         289.576 (meters)     950.05  (feet)  COMP
 GZ2645  MODELED GRAV-     979,848.2   (mgal)                       NAVD 88
 GZ2645
 GZ2645  VERT ORDER  -  FIRST     CLASS II
 GZ2645
 GZ2645.The horizontal coordinates were scaled from a topographic map and have
 GZ2645.an estimated accuracy of +/- 6 seconds.
 GZ2645
 GZ2645.The orthometric height was determined by differential leveling
 GZ2645.and adjusted by the National Geodetic Survey in June 1991..
 GZ2645
 GZ2645.The geoid height was determined by GEOID03.
 GZ2645
 GZ2645.The dynamic height is computed by dividing the NAVD 88
 GZ2645.geopotential number by the normal gravity value computed on the
 GZ2645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2645.degrees latitude (g = 980.6199 gals.).
 GZ2645
 GZ2645.The modeled gravity was interpolated from observed gravity values.
 GZ2645
 GZ2645;                    North         East    Units  Estimated Accuracy
 GZ2645;SPC KY1Z     - 1,131,710.    1,596,500.      MT  (+/- 180 meters Scaled)
 GZ2645
 GZ2645                          SUPERSEDED SURVEY CONTROL
 GZ2645
 GZ2645.No superseded survey control is available for this station.
 GZ2645
 GZ2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG069545(NAD 83)
 GZ2645_MARKER: DB = BENCH MARK DISK
 GZ2645_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2645_SP_SET: ROCK OUTCROP
 GZ2645_STAMPING: B 403 1985
 GZ2645_MARK LOGO: NGS   
 GZ2645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2645+STABILITY: POSITION/ELEVATION WELL
 GZ2645
 GZ2645  HISTORY     - Date     Condition        Report By
 GZ2645  HISTORY     - 1985     MONUMENTED       NGS
 GZ2645
 GZ2645                          STATION DESCRIPTION
 GZ2645
 GZ2645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2645'1.8 KM (1.1 MI) SOUTH FROM STANFORD.
 GZ2645'1.8 KM (1.1 MI) SOUTH ALONG U.S. HIGHWAY 27 FROM THE JUNCTION OF EAST
 GZ2645'MAIN STREET IN STANFORD TO THE MARK ON THE LEFT.  IT IS 11.73 METERS
 GZ2645'(38.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE
 GZ2645'HIGHWAY, 28.96 METERS (95.0 FT) SOUTHEAST OF THE CENTER OF A PAVED
 GZ2645'ROAD LEADING TO THE PEOPLES BANK OF HUSTONVILLE.
 GZ2645'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 GZ2645'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1263 ***********************************************************************
 HA1263  DESIGNATION -  B 405
 HA1263  PID         -  HA1263
 HA1263  STATE/COUNTY-  KY/UNION
 HA1263  USGS QUAD   -  STURGIS (1969)
 HA1263
 HA1263                         *CURRENT SURVEY CONTROL
 HA1263  ___________________________________________________________________
 HA1263* NAD 83(1986)-  37 34 36.     (N)    087 58 20.     (W)     SCALED    
 HA1263* NAVD 88     -       122.120  (meters)     400.66   (feet)  ADJUSTED  
 HA1263  ___________________________________________________________________
 HA1263  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HA1263  DYNAMIC HT  -         122.033 (meters)     400.37  (feet)  COMP
 HA1263  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 HA1263
 HA1263  VERT ORDER  -  FIRST     CLASS II
 HA1263
 HA1263.The horizontal coordinates were scaled from a topographic map and have
 HA1263.an estimated accuracy of +/- 6 seconds.
 HA1263
 HA1263.The orthometric height was determined by differential leveling
 HA1263.and adjusted by the National Geodetic Survey in June 1991..
 HA1263
 HA1263.The geoid height was determined by GEOID03.
 HA1263
 HA1263.The dynamic height is computed by dividing the NAVD 88
 HA1263.geopotential number by the normal gravity value computed on the
 HA1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1263.degrees latitude (g = 980.6199 gals.).
 HA1263
 HA1263.The modeled gravity was interpolated from observed gravity values.
 HA1263
 HA1263;                    North         East    Units  Estimated Accuracy
 HA1263;SPC KY1Z     - 1,140,330.    1,303,740.      MT  (+/- 180 meters Scaled)
 HA1263
 HA1263                          SUPERSEDED SURVEY CONTROL
 HA1263
 HA1263.No superseded survey control is available for this station.
 HA1263
 HA1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG141592(NAD 83)
 HA1263_MARKER: I = METAL ROD
 HA1263_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1263_SP_SET: STAINLESS STEEL ROD
 HA1263_STAMPING: B 405 1986
 HA1263_MARK LOGO: NGS   
 HA1263_PROJECTION: FLUSH
 HA1263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1263+STABILITY: POSITION/ELEVATION WELL
 HA1263_ROD/PIPE-DEPTH: 7.6  meters
 HA1263
 HA1263  HISTORY     - Date     Condition        Report By
 HA1263  HISTORY     - 1986     MONUMENTED       NGS
 HA1263
 HA1263                          STATION DESCRIPTION
 HA1263
 HA1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1263'3.6 KM (2.25 MI) NE FROM STURGIS.
 HA1263'3.6 KM (2.25 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HA1263'WITH STATE HIGHWAY 109 IN STURGIS, 30.8 M (101.0 FT) NORTH OF THE
 HA1263'CENTER OF A DRIVEWAY AND THE EXTENDED CENTER OF BEN DYER ROAD, 16.6 M
 HA1263'(54.5 FT) WEST OF THE CENTER OF THE HIGHWAY, AND 2.7 M (8.9 FT)
 HA1263'SOUTHWEST OF UTILITY POLE NUMBER 1444.  NOTE--ACCESS TO DATUM POINT IS
 HA1263'HAD THROUGH A 5-INCH LOGO CAP.
 HA1263'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HA1263'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1296 ***********************************************************************
 HA1296  DESIGNATION -  B 406
 HA1296  PID         -  HA1296
 HA1296  STATE/COUNTY-  KY/HENDERSON
 HA1296  USGS QUAD   -  HENDERSON (1993)
 HA1296
 HA1296                         *CURRENT SURVEY CONTROL
 HA1296  ___________________________________________________________________
 HA1296* NAD 83(1986)-  37 52 22.     (N)    087 34 08.     (W)     SCALED    
 HA1296* NAVD 88     -       120.353  (meters)     394.86   (feet)  ADJUSTED  
 HA1296  ___________________________________________________________________
 HA1296  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HA1296  DYNAMIC HT  -         120.270 (meters)     394.59  (feet)  COMP
 HA1296  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HA1296
 HA1296  VERT ORDER  -  FIRST     CLASS II
 HA1296
 HA1296.The horizontal coordinates were scaled from a topographic map and have
 HA1296.an estimated accuracy of +/- 6 seconds.
 HA1296
 HA1296.The orthometric height was determined by differential leveling
 HA1296.and adjusted by the National Geodetic Survey in June 1991..
 HA1296
 HA1296.The geoid height was determined by GEOID03.
 HA1296
 HA1296.The dynamic height is computed by dividing the NAVD 88
 HA1296.geopotential number by the normal gravity value computed on the
 HA1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1296.degrees latitude (g = 980.6199 gals.).
 HA1296
 HA1296.The modeled gravity was interpolated from observed gravity values.
 HA1296
 HA1296;                    North         East    Units  Estimated Accuracy
 HA1296;SPC KY1Z     - 1,172,410.    1,339,990.      MT  (+/- 180 meters Scaled)
 HA1296
 HA1296                          SUPERSEDED SURVEY CONTROL
 HA1296
 HA1296.No superseded survey control is available for this station.
 HA1296
 HA1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG499918(NAD 83)
 HA1296_MARKER: I = METAL ROD
 HA1296_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1296_SP_SET: STAINLESS STEEL ROD
 HA1296_STAMPING: B 406 1986
 HA1296_MARK LOGO: NGS   
 HA1296_PROJECTION: RECESSED 1 CENTIMETERS
 HA1296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1296+STABILITY: POSITION/ELEVATION WELL
 HA1296_ROD/PIPE-DEPTH: 15.8 meters
 HA1296
 HA1296  HISTORY     - Date     Condition        Report By
 HA1296  HISTORY     - 1986     MONUMENTED       NGS
 HA1296
 HA1296                          STATION DESCRIPTION
 HA1296
 HA1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1296'IN HENDERSON.
 HA1296'IN HENDERSON, AT THE INTERSECTION OF U.S. HIGHWAY 41 AND BARKER ROAD,
 HA1296'67.1 M (220.1 FT) NORTH OF THE ROAD CENTER, 12.8 M (42.0 FT) NORTHWEST
 HA1296'OF THE SOUTH BOUND HIGHWAY CENTERLINE, 12.3 M (40.4 FT) NORTH OF THE
 HA1296'CENTER OF THE NORTH ENTRANCE TO THE SHELBY TIRE COMPANY PARKING LOT,
 HA1296'12.2 M (40.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE SHELBY TIRE
 HA1296'COMPANY BUILDING, 1.2 M (3.9 FT) NORTHWEST OF THE SOUTHEAST END OF A
 HA1296'FENCE, AND 0.4 M (1.3 FT) SOUTH-SOUTHWEST OF A FENCE.  NOTE--ACCESS TO
 HA1296'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1296'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1424 ***********************************************************************
 HB1424  DESIGNATION -  B 407
 HB1424  PID         -  HB1424
 HB1424  STATE/COUNTY-  KY/CRITTENDEN
 HB1424  USGS QUAD   -  FREDONIA (1954)
 HB1424
 HB1424                         *CURRENT SURVEY CONTROL
 HB1424  ___________________________________________________________________
 HB1424* NAD 83(1986)-  37 14 07.     (N)    088 05 07.     (W)     SCALED    
 HB1424* NAVD 88     -       153.382  (meters)     503.22   (feet)  ADJUSTED  
 HB1424  ___________________________________________________________________
 HB1424  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HB1424  DYNAMIC HT  -         153.267 (meters)     502.84  (feet)  COMP
 HB1424  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 HB1424
 HB1424  VERT ORDER  -  FIRST     CLASS II
 HB1424
 HB1424.The horizontal coordinates were scaled from a topographic map and have
 HB1424.an estimated accuracy of +/- 6 seconds.
 HB1424
 HB1424.The orthometric height was determined by differential leveling
 HB1424.and adjusted by the National Geodetic Survey in June 1991..
 HB1424
 HB1424.The geoid height was determined by GEOID03.
 HB1424
 HB1424.The dynamic height is computed by dividing the NAVD 88
 HB1424.geopotential number by the normal gravity value computed on the
 HB1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1424.degrees latitude (g = 980.6199 gals.).
 HB1424
 HB1424.The modeled gravity was interpolated from observed gravity values.
 HB1424
 HB1424;                    North         East    Units  Estimated Accuracy
 HB1424;SPC KY1Z     - 1,102,690.    1,292,800.      MT  (+/- 180 meters Scaled)
 HB1424
 HB1424                          SUPERSEDED SURVEY CONTROL
 HB1424
 HB1424.No superseded survey control is available for this station.
 HB1424
 HB1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG037215(NAD 83)
 HB1424_MARKER: DB = BENCH MARK DISK
 HB1424_SETTING: 66 = SET IN ROCK OUTCROP
 HB1424_SP_SET: ROCK OUTCROP
 HB1424_STAMPING: B 407 1986
 HB1424_MARK LOGO: NGS   
 HB1424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1424+STABILITY: POSITION/ELEVATION WELL
 HB1424
 HB1424  HISTORY     - Date     Condition        Report By
 HB1424  HISTORY     - 1986     MONUMENTED       NGS
 HB1424
 HB1424                          STATION DESCRIPTION
 HB1424
 HB1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HB1424'4.1 KM (2.55 MI) NW FROM FREDONIA.
 HB1424'4.1 KM (2.55 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 641 FROM ITS
 HB1424'JUNCTION WITH STATE HIGHWAY 91 IN FREDONIA, IN ABOUT THE CENTER OF A
 HB1424'10 BY 40 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.5 KM (0.3 MI)
 HB1424'SOUTH OF THE JUNCTION OF STATE HIGHWAY 70, 11.9 M (39.0 FT) EAST OF
 HB1424'THE CENTERLINE OF THE HIGHWAY, AND 6.8 M (22.3 FT) WEST OF A FENCE.
 HB1424'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HB1424'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ2891 ***********************************************************************
 JZ2891  DESIGNATION -  B 408
 JZ2891  PID         -  JZ2891
 JZ2891  STATE/COUNTY-  KY/KENTON
 JZ2891  USGS QUAD   -  COVINGTON (1987)
 JZ2891
 JZ2891                         *CURRENT SURVEY CONTROL
 JZ2891  ___________________________________________________________________
 JZ2891* NAD 83(1986)-  39 05 13.     (N)    084 31 04.     (W)     SCALED    
 JZ2891* NAVD 88     -       153.446  (meters)     503.43   (feet)  ADJUSTED  
 JZ2891  ___________________________________________________________________
 JZ2891  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2891  DYNAMIC HT  -         153.348 (meters)     503.11  (feet)  COMP
 JZ2891  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JZ2891
 JZ2891  VERT ORDER  -  FIRST     CLASS II
 JZ2891
 JZ2891.The horizontal coordinates were scaled from a topographic map and have
 JZ2891.an estimated accuracy of +/- 6 seconds.
 JZ2891
 JZ2891.The orthometric height was determined by differential leveling
 JZ2891.and adjusted by the National Geodetic Survey in June 1991..
 JZ2891
 JZ2891.The geoid height was determined by GEOID03.
 JZ2891
 JZ2891.The dynamic height is computed by dividing the NAVD 88
 JZ2891.geopotential number by the normal gravity value computed on the
 JZ2891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2891.degrees latitude (g = 980.6199 gals.).
 JZ2891
 JZ2891.The modeled gravity was interpolated from observed gravity values.
 JZ2891
 JZ2891;                    North         East    Units  Estimated Accuracy
 JZ2891;SPC KY1Z     - 1,306,330.    1,606,620.      MT  (+/- 180 meters Scaled)
 JZ2891
 JZ2891                          SUPERSEDED SURVEY CONTROL
 JZ2891
 JZ2891.No superseded survey control is available for this station.
 JZ2891
 JZ2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ146293(NAD 83)
 JZ2891_MARKER: DB = BENCH MARK DISK
 JZ2891_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2891_SP_SET: BRIDGE ABUTMENT
 JZ2891_STAMPING: B 408 1985
 JZ2891_MARK LOGO: NGS   
 JZ2891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2891
 JZ2891  HISTORY     - Date     Condition        Report By
 JZ2891  HISTORY     - 1985     MONUMENTED       NGS
 JZ2891
 JZ2891                          STATION DESCRIPTION
 JZ2891
 JZ2891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JZ2891'IN COVINGTON.
 JZ2891'IN COVINGTON, AT THE BALTIMORE AND OHIO RAILROAD OVERPASS AT WEST
 JZ2891'FOURTH STREET, IN TOP OF THE NORTHWEST CORNER OF THE SECOND SET OF
 JZ2891'PIERS NORTH OF WEST FOURTH STREET, 15.79 METERS (51.8 FT) NORTH OF THE
 JZ2891'NORTH CURB OF WEST FOURTH STREET, 13.23 METERS (43.4 FT) NORTH OF A
 JZ2891'FIRE HYDRANT.
 JZ2891'THE MARK IS 1.22 M ABOVE WEST FOURTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1976 ***********************************************************************
 HZ1976  DESIGNATION -  B 409
 HZ1976  PID         -  HZ1976
 HZ1976  STATE/COUNTY-  KY/SCOTT
 HZ1976  USGS QUAD   -  DELAPLAIN (1993)
 HZ1976
 HZ1976                         *CURRENT SURVEY CONTROL
 HZ1976  ___________________________________________________________________
 HZ1976* NAD 83(1986)-  38 21 32.     (N)    084 33 48.     (W)     SCALED    
 HZ1976* NAVD 88     -       257.594  (meters)     845.12   (feet)  ADJUSTED  
 HZ1976  ___________________________________________________________________
 HZ1976  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HZ1976  DYNAMIC HT  -         257.411 (meters)     844.52  (feet)  COMP
 HZ1976  MODELED GRAV-     979,911.8   (mgal)                       NAVD 88
 HZ1976
 HZ1976  VERT ORDER  -  FIRST     CLASS II
 HZ1976
 HZ1976.The horizontal coordinates were scaled from a topographic map and have
 HZ1976.an estimated accuracy of +/- 6 seconds.
 HZ1976
 HZ1976.The orthometric height was determined by differential leveling
 HZ1976.and adjusted by the National Geodetic Survey in June 1991..
 HZ1976
 HZ1976.The geoid height was determined by GEOID03.
 HZ1976
 HZ1976.The dynamic height is computed by dividing the NAVD 88
 HZ1976.geopotential number by the normal gravity value computed on the
 HZ1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1976.degrees latitude (g = 980.6199 gals.).
 HZ1976
 HZ1976.The modeled gravity was interpolated from observed gravity values.
 HZ1976
 HZ1976;                    North         East    Units  Estimated Accuracy
 HZ1976;SPC KY1Z     - 1,225,460.    1,603,710.      MT  (+/- 180 meters Scaled)
 HZ1976
 HZ1976                          SUPERSEDED SURVEY CONTROL
 HZ1976
 HZ1976.No superseded survey control is available for this station.
 HZ1976
 HZ1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH129484(NAD 83)
 HZ1976_MARKER: DB = BENCH MARK DISK
 HZ1976_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1976_SP_SET: HEADWALL
 HZ1976_STAMPING: B 409 1986
 HZ1976_MARK LOGO: NGS   
 HZ1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1976+STABILITY: SURFACE MOTION
 HZ1976
 HZ1976  HISTORY     - Date     Condition        Report By
 HZ1976  HISTORY     - 1986     MONUMENTED       NGS
 HZ1976
 HZ1976                          STATION DESCRIPTION
 HZ1976
 HZ1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ1976'17.3 KM (10.75 MI) SOUTH FROM CORINTH.
 HZ1976'17.3 KM (10.75 MI) SOUTH ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE IN
 HZ1976'CORINTH TO THE MARK ON THE LEFT, ALSO 17.8 KM (11.05 MI) NORTH ALONG
 HZ1976'U.S. HIGHWAY 25 FROM THE COURTHOUSE IN GEORGETOWN, 4.3 METERS (14.2
 HZ1976'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 17.9 METERS (58.9 FT) SOUTH
 HZ1976'OF MILE MARKER 15, 12.8 METERS (42.0 FT) SOUTH OF THE CENTER OF DOUBLE
 HZ1976'CULVERT ROAD.
 HZ1976'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 HZ1976'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0754 ***********************************************************************
 HA0754  DESIGNATION -  B 41
 HA0754  PID         -  HA0754
 HA0754  STATE/COUNTY-  KY/MUHLENBERG
 HA0754  USGS QUAD   -  CENTRAL CITY WEST (1983)
 HA0754
 HA0754                         *CURRENT SURVEY CONTROL
 HA0754  ___________________________________________________________________
 HA0754* NAD 83(1986)-  37 22 28.     (N)    087 13 04.     (W)     SCALED    
 HA0754* NAVD 88     -       123.287  (meters)     404.48   (feet)  ADJUSTED  
 HA0754  ___________________________________________________________________
 HA0754  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HA0754  DYNAMIC HT  -         123.197 (meters)     404.19  (feet)  COMP
 HA0754  MODELED GRAV-     979,891.8   (mgal)                       NAVD 88
 HA0754
 HA0754  VERT ORDER  -  SECOND    CLASS 0
 HA0754
 HA0754.The horizontal coordinates were scaled from a topographic map and have
 HA0754.an estimated accuracy of +/- 6 seconds.
 HA0754
 HA0754.The orthometric height was determined by differential leveling
 HA0754.and adjusted by the National Geodetic Survey in June 1991..
 HA0754
 HA0754.The geoid height was determined by GEOID03.
 HA0754
 HA0754.The dynamic height is computed by dividing the NAVD 88
 HA0754.geopotential number by the normal gravity value computed on the
 HA0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0754.degrees latitude (g = 980.6199 gals.).
 HA0754
 HA0754.The modeled gravity was interpolated from observed gravity values.
 HA0754
 HA0754;                    North         East    Units  Estimated Accuracy
 HA0754;SPC KY1Z     - 1,116,570.    1,370,010.      MT  (+/- 180 meters Scaled)
 HA0754
 HA0754                          SUPERSEDED SURVEY CONTROL
 HA0754
 HA0754  NGVD 29 (??/??/92)  123.391  (m)          404.83   (f) ADJ UNCH    2 0
 HA0754
 HA0754.Superseded values are not recommended for survey control.
 HA0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0754.See file dsdata.txt to determine how the superseded data were derived.
 HA0754
 HA0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG807364(NAD 83)
 HA0754_MARKER: DB = BENCH MARK DISK
 HA0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0754_STAMPING: B 41 1935
 HA0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0754+STABILITY: SURFACE MOTION
 HA0754
 HA0754  HISTORY     - Date     Condition        Report By
 HA0754  HISTORY     - 1934     MONUMENTED       CGS
 HA0754  HISTORY     - 1935     GOOD             NGS
 HA0754
 HA0754                          STATION DESCRIPTION
 HA0754
 HA0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0754'AT BREMEN.
 HA0754'AT BREMEN, MUHLENBERG COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0754'RAILROAD, 52 YARDS EAST OF THE EAST SIDE OF THE STATION, 0.2 MILE
 HA0754'NORTH OF MILEPOST 123, 29 YARDS SOUTHWEST OF THE WEST POINT OF
 HA0754'A SWITCH, AT A DIRT-ROAD CROSSING, 24 FEET SOUTHEAST OF THE
 HA0754'CENTERLINE OF THE DIRT ROAD, 23 FEET SOUTH OF THE SOUTH RAIL,
 HA0754'6 FEET NORTH OF A POLE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 HA0754'A STANDARD DISK, STAMPED B 41 1934 AND SET IN THE TOP OF A
 HA0754'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2670 ***********************************************************************
 GZ2670  DESIGNATION -  B 410
 GZ2670  PID         -  GZ2670
 GZ2670  STATE/COUNTY-  KY/JESSAMINE
 GZ2670  USGS QUAD   -  WILMORE (1979)
 GZ2670
 GZ2670                         *CURRENT SURVEY CONTROL
 GZ2670  ___________________________________________________________________
 GZ2670* NAD 83(1986)-  37 50 03.     (N)    084 41 18.     (W)     SCALED    
 GZ2670* NAVD 88     -       288.094  (meters)     945.19   (feet)  ADJUSTED  
 GZ2670  ___________________________________________________________________
 GZ2670  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GZ2670  DYNAMIC HT  -         287.877 (meters)     944.48  (feet)  COMP
 GZ2670  MODELED GRAV-     979,867.8   (mgal)                       NAVD 88
 GZ2670
 GZ2670  VERT ORDER  -  FIRST     CLASS II
 GZ2670
 GZ2670.The horizontal coordinates were scaled from a topographic map and have
 GZ2670.an estimated accuracy of +/- 6 seconds.
 GZ2670
 GZ2670.The orthometric height was determined by differential leveling
 GZ2670.and adjusted by the National Geodetic Survey in June 1991..
 GZ2670
 GZ2670.The geoid height was determined by GEOID03.
 GZ2670
 GZ2670.The dynamic height is computed by dividing the NAVD 88
 GZ2670.geopotential number by the normal gravity value computed on the
 GZ2670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2670.degrees latitude (g = 980.6199 gals.).
 GZ2670
 GZ2670.The modeled gravity was interpolated from observed gravity values.
 GZ2670
 GZ2670;                    North         East    Units  Estimated Accuracy
 GZ2670;SPC KY1Z     - 1,167,100.    1,593,450.      MT  (+/- 180 meters Scaled)
 GZ2670
 GZ2670                          SUPERSEDED SURVEY CONTROL
 GZ2670
 GZ2670.No superseded survey control is available for this station.
 GZ2670
 GZ2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG034899(NAD 83)
 GZ2670_MARKER: DB = BENCH MARK DISK
 GZ2670_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2670_SP_SET: ROCK OUTCROP
 GZ2670_STAMPING: B 410 1985
 GZ2670_MARK LOGO: NGS   
 GZ2670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2670+STABILITY: POSITION/ELEVATION WELL
 GZ2670
 GZ2670  HISTORY     - Date     Condition        Report By
 GZ2670  HISTORY     - 1985     MONUMENTED       NGS
 GZ2670
 GZ2670                          STATION DESCRIPTION
 GZ2670
 GZ2670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2670'3.6 KM (2.25 MI) NE FROM HIGH BRIDGE.
 GZ2670'3.6 KM (2.25 MI) NORTHEAST ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF
 GZ2670'THE SOUTHERN RAILROAD BRIDGE OVER THE HIGHWAY AND THE KENTUCKY RIVER
 GZ2670'IN HIGH BRIDGE TO THE MARK ON THE RIGHT. ALSO 4.0 KM (2.5 MI)
 GZ2670'SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF MAIN STREET IN
 GZ2670'WILMORE, IN TOP OF A ROCK OUTCROP ON THE SOUTH SIDE OF THE NORTH END
 GZ2670'OF A MAN MADE POND, 7.62 METERS (25.0 MI) NORTH OF THE CENTERLINE OF
 GZ2670'THE HIGHWAY, 17.67 METERS (58.0 FT) EAST OF A POWER POLE WITH A
 GZ2670'TRANSFORMER, 0.61 METER (2.0 FT) SOUTH OF A WIRE FENCE.
 GZ2670'THE MARK IS 0.45 METERS  W FROM  A WITNESS POST
 GZ2670'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1386 ***********************************************************************
 GB1386  DESIGNATION -  B 43
 GB1386  PID         -  GB1386
 GB1386  STATE/COUNTY-  KY/CLINTON
 GB1386  USGS QUAD   -  ALBANY (1982)
 GB1386
 GB1386                         *CURRENT SURVEY CONTROL
 GB1386  ___________________________________________________________________
 GB1386* NAD 83(1986)-  36 41 20.     (N)    085 08 02.     (W)     SCALED    
 GB1386* NAVD 88     -       288.505  (meters)     946.54   (feet)  ADJUSTED  
 GB1386  ___________________________________________________________________
 GB1386  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GB1386  DYNAMIC HT  -         288.255 (meters)     945.72  (feet)  COMP
 GB1386  MODELED GRAV-     979,756.5   (mgal)                       NAVD 88
 GB1386
 GB1386  VERT ORDER  -  SECOND    CLASS 0
 GB1386
 GB1386.The horizontal coordinates were scaled from a topographic map and have
 GB1386.an estimated accuracy of +/- 6 seconds.
 GB1386
 GB1386.The orthometric height was determined by differential leveling
 GB1386.and adjusted by the National Geodetic Survey in June 1991..
 GB1386
 GB1386.The geoid height was determined by GEOID03.
 GB1386
 GB1386.The dynamic height is computed by dividing the NAVD 88
 GB1386.geopotential number by the normal gravity value computed on the
 GB1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1386.degrees latitude (g = 980.6199 gals.).
 GB1386
 GB1386.The modeled gravity was interpolated from observed gravity values.
 GB1386
 GB1386;                    North         East    Units  Estimated Accuracy
 GB1386;SPC KY1Z     - 1,039,650.    1,555,070.      MT  (+/- 180 meters Scaled)
 GB1386
 GB1386                          SUPERSEDED SURVEY CONTROL
 GB1386
 GB1386  NGVD 29 (??/??/92)  288.629  (m)          946.94   (f) ADJ UNCH    2 0
 GB1386
 GB1386.Superseded values are not recommended for survey control.
 GB1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1386.See file dsdata.txt to determine how the superseded data were derived.
 GB1386
 GB1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF667619(NAD 83)
 GB1386_MARKER: DB = BENCH MARK DISK
 GB1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1386_STAMPING: B 43 1935
 GB1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1386+STABILITY: SURFACE MOTION
 GB1386
 GB1386  HISTORY     - Date     Condition        Report By
 GB1386  HISTORY     - 1935     MONUMENTED       CGS
 GB1386  HISTORY     - 1951     GOOD             NGS
 GB1386
 GB1386                          STATION DESCRIPTION
 GB1386
 GB1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1386'AT ALBANY.
 GB1386'AT ALBANY, CLINTON COUNTY, ON STATE HIGHWAY 35, AT THE SOUTH
 GB1386'END OF A RIGHT-ANGLE TURN IN THE HIGHWAY, 100 FEET SOUTH OF THE
 GB1386'SOUTHWEST CORNER OF THE DR. S.F. STEPHENSONS RESIDENCE, 27 FEET
 GB1386'EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A WIRE
 GB1386'FENCE, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 GB1386'DISK, STAMPED B 43 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1025 ***********************************************************************
 GB1025  DESIGNATION -  B 44
 GB1025  PID         -  GB1025
 GB1025  STATE/COUNTY-  KY/WAYNE
 GB1025  USGS QUAD   -  PARNELL (1978)
 GB1025
 GB1025                         *CURRENT SURVEY CONTROL
 GB1025  ___________________________________________________________________
 GB1025* NAD 83(1986)-  36 48 29.     (N)    084 54 43.     (W)     SCALED    
 GB1025* NAVD 88     -       308.061  (meters)    1010.70   (feet)  ADJUSTED  
 GB1025  ___________________________________________________________________
 GB1025  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB1025  DYNAMIC HT  -         307.800 (meters)    1009.84  (feet)  COMP
 GB1025  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 GB1025
 GB1025  VERT ORDER  -  SECOND    CLASS 0
 GB1025
 GB1025.The horizontal coordinates were scaled from a topographic map and have
 GB1025.an estimated accuracy of +/- 6 seconds.
 GB1025
 GB1025.The orthometric height was determined by differential leveling
 GB1025.and adjusted by the National Geodetic Survey in June 1991..
 GB1025
 GB1025.The geoid height was determined by GEOID03.
 GB1025
 GB1025.The dynamic height is computed by dividing the NAVD 88
 GB1025.geopotential number by the normal gravity value computed on the
 GB1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1025.degrees latitude (g = 980.6199 gals.).
 GB1025
 GB1025.The modeled gravity was interpolated from observed gravity values.
 GB1025
 GB1025;                    North         East    Units  Estimated Accuracy
 GB1025;SPC KY1Z     - 1,053,020.    1,574,790.      MT  (+/- 180 meters Scaled)
 GB1025
 GB1025                          SUPERSEDED SURVEY CONTROL
 GB1025
 GB1025  NGVD 29 (??/??/92)  308.194  (m)         1011.13   (f) ADJ UNCH    2 0
 GB1025
 GB1025.Superseded values are not recommended for survey control.
 GB1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1025.See file dsdata.txt to determine how the superseded data were derived.
 GB1025
 GB1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF862756(NAD 83)
 GB1025_MARKER: DB = BENCH MARK DISK
 GB1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1025_STAMPING: B 44 1935 1011.133
 GB1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1025+STABILITY: SURFACE MOTION
 GB1025
 GB1025  HISTORY     - Date     Condition        Report By
 GB1025  HISTORY     - 1935     MONUMENTED       CGS
 GB1025  HISTORY     - 1951     GOOD             NGS
 GB1025  HISTORY     - 1957     GOOD             NGS
 GB1025
 GB1025                          STATION DESCRIPTION
 GB1025
 GB1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1025'3.3 MI NE FROM SUSIE.
 GB1025'ABOUT 3.3 MILES NORTHEAST ALONG STATE HIGHWAY 90 FROM THE POST
 GB1025'OFFICE AT SUSIE, ABOUT 4.4 MILES SOUTHWEST OF THE COURT HOUSE
 GB1025'AT MONTICELLO, ABOUT 0.3 MILE NORTHEAST OF NEW CHARITY BAPTIST
 GB1025'CHURCH, ABOUT 0.1 MILE SOUTHWEST OF A SERVICE STATION AND FARM
 GB1025'IMPLEMENT AGENCY, 27 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 GB1025'146 FEET WEST-SOUTHWEST AND ACROSS HIGHWAY FROM WEST CORNER OF
 GB1025'CLYDE SUTHERLAND RESIDENCE, 46 FEET WEST OF JUNCTION OF HIGHWAY
 GB1025'AND A FARM DRIVE SOUTHEAST, 27 FEET NORTHEAST OF A FENCE CORNER,
 GB1025'2 FEET SOUTHEAST OF A FENCE LINE, 1 FOOT SOUTHWEST OF A WHITE
 GB1025'WOODEN WITNESS POST, ABOUT 2 FEET BELOW HIGHWAY AND SET IN THE
 GB1025'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB1025
 GB1025                          STATION RECOVERY (1957)
 GB1025
 GB1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2866 ***********************************************************************
 GY2866  DESIGNATION -  B 45
 GY2866  PID         -  GY2866
 GY2866  STATE/COUNTY-  KY/LEE
 GY2866  USGS QUAD   -  BEATTYVILLE (1983)
 GY2866
 GY2866                         *CURRENT SURVEY CONTROL
 GY2866  ___________________________________________________________________
 GY2866* NAD 83(1986)-  37 34 48.     (N)    083 40 15.     (W)     SCALED    
 GY2866* NAVD 88     -       207.806  (meters)     681.78   (feet)  ADJUSTED  
 GY2866  ___________________________________________________________________
 GY2866  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GY2866  DYNAMIC HT  -         207.648 (meters)     681.26  (feet)  COMP
 GY2866  MODELED GRAV-     979,864.8   (mgal)                       NAVD 88
 GY2866
 GY2866  VERT ORDER  -  FIRST     CLASS II
 GY2866
 GY2866.The horizontal coordinates were scaled from a topographic map and have
 GY2866.an estimated accuracy of +/- 6 seconds.
 GY2866
 GY2866.The orthometric height was determined by differential leveling
 GY2866.and adjusted by the National Geodetic Survey in June 1991..
 GY2866
 GY2866.The geoid height was determined by GEOID03.
 GY2866
 GY2866.The dynamic height is computed by dividing the NAVD 88
 GY2866.geopotential number by the normal gravity value computed on the
 GY2866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2866.degrees latitude (g = 980.6199 gals.).
 GY2866
 GY2866.The modeled gravity was interpolated from observed gravity values.
 GY2866
 GY2866;                    North         East    Units  Estimated Accuracy
 GY2866;SPC KY1Z     - 1,140,400.    1,683,630.      MT  (+/- 180 meters Scaled)
 GY2866
 GY2866                          SUPERSEDED SURVEY CONTROL
 GY2866
 GY2866  NGVD 29 (??/??/92)  207.973  (m)          682.32   (f) ADJ UNCH    1 2
 GY2866
 GY2866.Superseded values are not recommended for survey control.
 GY2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2866.See file dsdata.txt to determine how the superseded data were derived.
 GY2866
 GY2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB641625(NAD 83)
 GY2866_MARKER: DB = BENCH MARK DISK
 GY2866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2866_SP_SET: FOUNDATION
 GY2866_STAMPING: B 45 1935 682.325
 GY2866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2866
 GY2866  HISTORY     - Date     Condition        Report By
 GY2866  HISTORY     - 1935     MONUMENTED       CGS
 GY2866  HISTORY     - 1950     GOOD             NGS
 GY2866  HISTORY     - 1958     GOOD             NGS
 GY2866  HISTORY     - 20040123 GOOD             INDIV
 GY2866
 GY2866                          STATION DESCRIPTION
 GY2866
 GY2866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2866'2.6 MI E FROM BEATTYVILLE.
 GY2866'ABOUT 2.65 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY2866'FROM THE STATION AT BEATTYVILLE, AT MALONEY, ABOUT 250 YARDS WEST
 GY2866'OF THE WEST END OF RAILROAD BRIDGE OVER KENTUCKY RIVER, AT THE
 GY2866'EAST ONE OF TWO SETS OF ABANDONED WATER TOWER FOUNDATIONS, SET IN
 GY2866'THE TOP OF THE SOUTHEAST CORNER OF THE NORTHEAST CONCRETE FOUNDATION,
 GY2866'30.5 FEET NORTH OF THE NORTH RAIL, 70 FEET NORTHEAST OF A PRIVATE
 GY2866'FIELD ROAD CROSSING AND ABOUT 1 FOOT BELOW THE TRACK.  NOTE-- THE
 GY2866'MARK IS ALSO 1-1/2 RAILS EAST OF TELEPHONE POLE L 31.
 GY2866
 GY2866                          STATION RECOVERY (1958)
 GY2866
 GY2866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2866'RECOVERED IN GOOD CONDITION.
 GY2866
 GY2866                          STATION RECOVERY (2004)
 GY2866
 GY2866'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 GY2866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2903 ***********************************************************************
 GY2903  DESIGNATION -  B 46
 GY2903  PID         -  GY2903
 GY2903  STATE/COUNTY-  KY/ESTILL
 GY2903  USGS QUAD   -  IRVINE (1978)
 GY2903
 GY2903                         *CURRENT SURVEY CONTROL
 GY2903  ___________________________________________________________________
 GY2903* NAD 83(1986)-  37 41 41.     (N)    083 58 08.     (W)     SCALED    
 GY2903* NAVD 88     -       194.250  (meters)     637.30   (feet)  ADJUSTED  
 GY2903  ___________________________________________________________________
 GY2903  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GY2903  DYNAMIC HT  -         194.106 (meters)     636.83  (feet)  COMP
 GY2903  MODELED GRAV-     979,880.0   (mgal)                       NAVD 88
 GY2903
 GY2903  VERT ORDER  -  SECOND    CLASS 0
 GY2903
 GY2903.The horizontal coordinates were scaled from a topographic map and have
 GY2903.an estimated accuracy of +/- 6 seconds.
 GY2903
 GY2903.The orthometric height was determined by differential leveling
 GY2903.and adjusted by the National Geodetic Survey in June 1991..
 GY2903
 GY2903.The geoid height was determined by GEOID03.
 GY2903
 GY2903.The dynamic height is computed by dividing the NAVD 88
 GY2903.geopotential number by the normal gravity value computed on the
 GY2903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2903.degrees latitude (g = 980.6199 gals.).
 GY2903
 GY2903.The modeled gravity was interpolated from observed gravity values.
 GY2903
 GY2903;                    North         East    Units  Estimated Accuracy
 GY2903;SPC KY1Z     - 1,152,590.    1,657,060.      MT  (+/- 180 meters Scaled)
 GY2903
 GY2903                          SUPERSEDED SURVEY CONTROL
 GY2903
 GY2903  NGVD 29 (??/??/92)  194.411  (m)          637.83   (f) ADJ UNCH    2 0
 GY2903
 GY2903.Superseded values are not recommended for survey control.
 GY2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2903.See file dsdata.txt to determine how the superseded data were derived.
 GY2903
 GY2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB382760(NAD 83)
 GY2903_MARKER: DB = BENCH MARK DISK
 GY2903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2903_STAMPING: B 46 1935 637.830
 GY2903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2903+STABILITY: SURFACE MOTION
 GY2903
 GY2903  HISTORY     - Date     Condition        Report By
 GY2903  HISTORY     - 1935     MONUMENTED       CGS
 GY2903  HISTORY     - 1958     GOOD             NGS
 GY2903  HISTORY     - 19931202 MARK NOT FOUND   LOCENG
 GY2903
 GY2903                          STATION DESCRIPTION
 GY2903
 GY2903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY2903'AT IRVINE.
 GY2903'AT IRVINE, ABOUT 0.15 MILE EAST OF THE STATION, AT THE REAR
 GY2903'OF FARM, HOME SUPPLY STORE, ABOUT 28 FEET EAST OF THE CENTER
 GY2903'OF MADISON AVENUE WHICH DOES NOT CROSS THE TRACKS, 29 FEET NORTH
 GY2903'OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 8 FEET SOUTHEAST OF
 GY2903'TELEPHONE POLE NO. A 595 CARRYING CABLE ACROSS TRACKS TO SOUTH,
 GY2903'AND NEAR A SWITCHMANS SHANTY.  ABOUT LEVEL WITH THE TRACKS.
 GY2903
 GY2903                          STATION RECOVERY (1993)
 GY2903
 GY2903'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 GY2903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0234 ***********************************************************************
 GZ0234  DESIGNATION -  B 48
 GZ0234  PID         -  GZ0234
 GZ0234  STATE/COUNTY-  KY/LAUREL
 GZ0234  USGS QUAD   -  LIVINGSTON (1969)
 GZ0234
 GZ0234                         *CURRENT SURVEY CONTROL
 GZ0234  ___________________________________________________________________
 GZ0234* NAD 83(1986)-  37 16 19.     (N)    084 13 12.     (W)     SCALED    
 GZ0234* NAVD 88     -       269.569  (meters)     884.41   (feet)  ADJUSTED  
 GZ0234  ___________________________________________________________________
 GZ0234  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GZ0234  DYNAMIC HT  -         269.365 (meters)     883.74  (feet)  COMP
 GZ0234  MODELED GRAV-     979,864.1   (mgal)                       NAVD 88
 GZ0234
 GZ0234  VERT ORDER  -  SECOND    CLASS 0
 GZ0234
 GZ0234.The horizontal coordinates were scaled from a topographic map and have
 GZ0234.an estimated accuracy of +/- 6 seconds.
 GZ0234
 GZ0234.The orthometric height was determined by differential leveling
 GZ0234.and adjusted by the National Geodetic Survey in June 1991..
 GZ0234
 GZ0234.The geoid height was determined by GEOID03.
 GZ0234
 GZ0234.The dynamic height is computed by dividing the NAVD 88
 GZ0234.geopotential number by the normal gravity value computed on the
 GZ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0234.degrees latitude (g = 980.6199 gals.).
 GZ0234
 GZ0234.The modeled gravity was interpolated from observed gravity values.
 GZ0234
 GZ0234;                    North         East    Units  Estimated Accuracy
 GZ0234;SPC KY1Z     - 1,105,280.    1,635,690.      MT  (+/- 180 meters Scaled)
 GZ0234
 GZ0234                          SUPERSEDED SURVEY CONTROL
 GZ0234
 GZ0234  NGVD 29 (??/??/92)  269.731  (m)          884.94   (f) ADJ UNCH    2 0
 GZ0234
 GZ0234.Superseded values are not recommended for survey control.
 GZ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0234.See file dsdata.txt to determine how the superseded data were derived.
 GZ0234
 GZ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG464286(NAD 83)
 GZ0234_MARKER: DB = BENCH MARK DISK
 GZ0234_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0234_SP_SET: ROCK OUTCROP
 GZ0234_STAMPING: B 48 1935
 GZ0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0234+STABILITY: POSITION/ELEVATION WELL
 GZ0234
 GZ0234  HISTORY     - Date     Condition        Report By
 GZ0234  HISTORY     - 1935     MONUMENTED       CGS
 GZ0234  HISTORY     - 1958     GOOD             NGS
 GZ0234
 GZ0234                          STATION DESCRIPTION
 GZ0234
 GZ0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0234'1.9 MI S FROM LIVINGSTON.
 GZ0234'IN LAUREL COUNTY, 1.9 MILES SOUTH ALONG THE LOUISVILLE AND
 GZ0234'NASHVILLE RAILROAD FROM THE STATION AT LIVINGSTON, ROCKCASTLE
 GZ0234'COUNTY, 438 FEET SOUTHWEST ACROSS THE TRACK FROM MILEPOST L 142,
 GZ0234'38 FEET SOUTHEAST ACROSS THE TRACK FROM A TELEPHONE POLE GUYED
 GZ0234'BY WIRE ON ITS SOUTHEAST SIDE, 6 FEET SOUTHEAST OF THE SOUTHEAST
 GZ0234'RAIL OF THE SOUTHEAST TRACK, IN THE FACE OF AN OUTCROPPING
 GZ0234'LIMESTONE LEDGE, 8.8 FEET SOUTHWEST OF A VERTICAL CRACK ABOUT
 GZ0234'3 INCHES WIDE IN THE LEDGE, 2.7 FEET BELOW THE TOP OF THE ROCK
 GZ0234'LEDGE, AND 2.5 FEET ABOVE THE TRACK.  A STANDARD DISK,
 GZ0234'STAMPED B 48 1935 AND SET VERTICALLY.  NOTE-- THE MARK IS NOW
 GZ0234'ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND, THE AREA HAS BEEN
 GZ0234'FILLED AND THE TRACK RAISED ABOUT 5.5 FEET.  WITH THE HELP OF
 GZ0234'TWO RAILROAD MEN THIS MARK WAS RECOVERED BUT WATER AND MUD
 GZ0234'PREVENTED STAMPING OR RUBBING MARK.  MARK IS GOOD BUT
 GZ0234'DIFFICULT TO USE DUE TO THE SEEPY GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0085 ***********************************************************************
 GB0085  DESIGNATION -  B 49
 GB0085  PID         -  GB0085
 GB0085  STATE/COUNTY-  KY/WHITLEY
 GB0085  USGS QUAD   -  ROCKHOLDS (1981)
 GB0085
 GB0085                         *CURRENT SURVEY CONTROL
 GB0085  ___________________________________________________________________
 GB0085* NAD 83(1986)-  36 51 21.     (N)    084 07 15.     (W)     SCALED    
 GB0085* NAVD 88     -       310.442  (meters)    1018.51   (feet)  ADJUSTED  
 GB0085  ___________________________________________________________________
 GB0085  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0085  DYNAMIC HT  -         310.187 (meters)    1017.67  (feet)  COMP
 GB0085  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 GB0085
 GB0085  VERT ORDER  -  SECOND    CLASS 0
 GB0085
 GB0085.The horizontal coordinates were scaled from a topographic map and have
 GB0085.an estimated accuracy of +/- 6 seconds.
 GB0085
 GB0085.The orthometric height was determined by differential leveling
 GB0085.and adjusted by the National Geodetic Survey in June 1991..
 GB0085
 GB0085.The geoid height was determined by GEOID03.
 GB0085
 GB0085.The dynamic height is computed by dividing the NAVD 88
 GB0085.geopotential number by the normal gravity value computed on the
 GB0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0085.degrees latitude (g = 980.6199 gals.).
 GB0085
 GB0085.The modeled gravity was interpolated from observed gravity values.
 GB0085
 GB0085;                    North         East    Units  Estimated Accuracy
 GB0085;SPC KY1Z     - 1,059,260.    1,645,290.      MT  (+/- 180 meters Scaled)
 GB0085
 GB0085                          SUPERSEDED SURVEY CONTROL
 GB0085
 GB0085  NGVD 29 (??/??/92)  310.599  (m)         1019.02   (f) ADJ UNCH    2 0
 GB0085
 GB0085.Superseded values are not recommended for survey control.
 GB0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0085.See file dsdata.txt to determine how the superseded data were derived.
 GB0085
 GB0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF566827(NAD 83)
 GB0085_MARKER: DB = BENCH MARK DISK
 GB0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0085_SP_SET: ABUTMENT
 GB0085_STAMPING: B 49 1934 1019.024
 GB0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0085
 GB0085  HISTORY     - Date     Condition        Report By
 GB0085  HISTORY     - 1935     MONUMENTED       CGS
 GB0085  HISTORY     - 1958     POOR             NGS
 GB0085
 GB0085                          STATION DESCRIPTION
 GB0085
 GB0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB0085'1.4 MI S FROM FABER.
 GB0085'1.4 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GB0085'THE STATION AT FABER, WHITLEY COUNTY, 254 YARDS SOUTH OF MILEPOST
 GB0085'L 180, AT A BRIDGE OVER A SMALL STREAM AND A DIRT ROAD, IN THE
 GB0085'TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT, AND 15 FEET
 GB0085'EAST OF THE EAST RAIL.  NOTE-- IT IS 2.2 MILES NORTH OF THE
 GB0085'STATION AT ROCKHOLDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2475 ***********************************************************************
 GY2475  DESIGNATION -  B 51 X
 GY2475  PID         -  GY2475
 GY2475  STATE/COUNTY-  KY/CLAY
 GY2475  USGS QUAD   -  MANCHESTER (1979)
 GY2475
 GY2475                         *CURRENT SURVEY CONTROL
 GY2475  ___________________________________________________________________
 GY2475* NAD 83(1986)-  37 09 14.     (N)    083 45 44.     (W)     SCALED    
 GY2475* NAVD 88     -       265.552  (meters)     871.23   (feet)  ADJUSTED  
 GY2475  ___________________________________________________________________
 GY2475  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GY2475  DYNAMIC HT  -         265.341 (meters)     870.54  (feet)  COMP
 GY2475  MODELED GRAV-     979,830.7   (mgal)                       NAVD 88
 GY2475
 GY2475  VERT ORDER  -  SECOND    CLASS 0
 GY2475
 GY2475.The horizontal coordinates were scaled from a topographic map and have
 GY2475.an estimated accuracy of +/- 6 seconds.
 GY2475
 GY2475.The orthometric height was determined by differential leveling
 GY2475.and adjusted by the National Geodetic Survey in June 1991..
 GY2475
 GY2475.The geoid height was determined by GEOID03.
 GY2475
 GY2475.The dynamic height is computed by dividing the NAVD 88
 GY2475.geopotential number by the normal gravity value computed on the
 GY2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2475.degrees latitude (g = 980.6199 gals.).
 GY2475
 GY2475.The modeled gravity was interpolated from observed gravity values.
 GY2475
 GY2475;                    North         East    Units  Estimated Accuracy
 GY2475;SPC KY1Z     - 1,092,950.    1,676,560.      MT  (+/- 180 meters Scaled)
 GY2475
 GY2475                          SUPERSEDED SURVEY CONTROL
 GY2475
 GY2475  NGVD 29 (??/??/92)  265.710  (m)          871.75   (f) ADJ UNCH    2 0
 GY2475
 GY2475.Superseded values are not recommended for survey control.
 GY2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2475.See file dsdata.txt to determine how the superseded data were derived.
 GY2475
 GY2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB546155(NAD 83)
 GY2475_MARKER: DB = BENCH MARK DISK
 GY2475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2475_SP_SET: BUILDING
 GY2475_STAMPING: B 51 X 1935 871.750
 GY2475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2475
 GY2475  HISTORY     - Date     Condition        Report By
 GY2475  HISTORY     - 1935     MONUMENTED       CGS
 GY2475  HISTORY     - 1957     GOOD             NGS
 GY2475  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2475
 GY2475                          STATION DESCRIPTION
 GY2475
 GY2475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2475'AT MANCHESTER.
 GY2475'AT MANCHESTER, ACROSS STREET FROM SHELL SERVICE STATION AT NORTHWEST
 GY2475'CORNER OF SQUARE, IN THE EAST FACE OF BRICK BUILDING HOUSING THE
 GY2475'MANCHESTER HARDWARE COMPANY, NEXT DOOR TO THE MANCHESTER DRY
 GY2475'GOODS STORE, NEAR THE SOUTHEAST CORNER, 2 ABOVE THE LEVEL OF SIDE
 GY2475'WALK.
 GY2475
 GY2475                          STATION RECOVERY (1977)
 GY2475
 GY2475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2428 ***********************************************************************
 GY2428  DESIGNATION -  B 52
 GY2428  PID         -  GY2428
 GY2428  STATE/COUNTY-  KY/LAUREL
 GY2428  USGS QUAD   -  BLACKWATER (1979)
 GY2428
 GY2428                         *CURRENT SURVEY CONTROL
 GY2428  ___________________________________________________________________
 GY2428* NAD 83(1986)-  37 04 56.     (N)    083 55 35.     (W)     SCALED    
 GY2428* NAVD 88     -       348.338  (meters)    1142.84   (feet)  ADJUSTED  
 GY2428  ___________________________________________________________________
 GY2428  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GY2428  DYNAMIC HT  -         348.056 (meters)    1141.91  (feet)  COMP
 GY2428  MODELED GRAV-     979,811.1   (mgal)                       NAVD 88
 GY2428
 GY2428  VERT ORDER  -  SECOND    CLASS 0
 GY2428
 GY2428.The horizontal coordinates were scaled from a topographic map and have
 GY2428.an estimated accuracy of +/- 6 seconds.
 GY2428
 GY2428.The orthometric height was determined by differential leveling
 GY2428.and adjusted by the National Geodetic Survey in June 1991..
 GY2428
 GY2428.The geoid height was determined by GEOID03.
 GY2428
 GY2428.The dynamic height is computed by dividing the NAVD 88
 GY2428.geopotential number by the normal gravity value computed on the
 GY2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2428.degrees latitude (g = 980.6199 gals.).
 GY2428
 GY2428.The modeled gravity was interpolated from observed gravity values.
 GY2428
 GY2428;                    North         East    Units  Estimated Accuracy
 GY2428;SPC KY1Z     - 1,084,700.    1,662,140.      MT  (+/- 180 meters Scaled)
 GY2428
 GY2428                          SUPERSEDED SURVEY CONTROL
 GY2428
 GY2428  NGVD 29 (??/??/92)  348.49   (m)         1143.3    (f) COMPUTED    2 0
 GY2428
 GY2428.Superseded values are not recommended for survey control.
 GY2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2428.See file dsdata.txt to determine how the superseded data were derived.
 GY2428
 GY2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB398080(NAD 83)
 GY2428_MARKER: DB = BENCH MARK DISK
 GY2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2428_STAMPING: B 52 1935 1143.338
 GY2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2428+STABILITY: SURFACE MOTION
 GY2428
 GY2428  HISTORY     - Date     Condition        Report By
 GY2428  HISTORY     - 1935     MONUMENTED       CGS
 GY2428  HISTORY     - 1950     GOOD             NGS
 GY2428  HISTORY     - 1957     GOOD             NGS
 GY2428
 GY2428                          STATION DESCRIPTION
 GY2428
 GY2428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2428'0.3 MI W FROM LIDA.
 GY2428'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 80 FROM THE PROVIDENCE
 GY2428'BAPTIST CHURCH AT LIDA, 186 FEET EAST OF THE CENTER OF THE
 GY2428'JUNCTION OF HIGHWAY AND A DRIVE SOUTH TO A WHITE FRAME HOUSE, 27
 GY2428'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF HIGHWAY AND A
 GY2428'DRIVE SOUTHEAST TO A GREY FRAME HOUSE, 59 FEET SOUTHWEST OF A
 GY2428'30-INCH OAK TREE, 29 FEET WEST OF A TELEPHONE POLE, 26 FEET EAST
 GY2428'OF A HIGHWAY R/W MARKER POST, 26 FEET NORTH OF THE CENTER LINE OF
 GY2428'THE HIGHWAY, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 GY2428'ABOUT 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 GY2428'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 9.7
 GY2428'MILES EAST ALONG STATE HIGHWAY 80 FROM THE LOUISVILLE AND NASHVILLE
 GY2428'RAILROAD STATION AT LONDON.
 GY2428
 GY2428                          STATION RECOVERY (1957)
 GY2428
 GY2428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2025 ***********************************************************************
 GY2025  DESIGNATION -  B 53
 GY2025  PID         -  GY2025
 GY2025  STATE/COUNTY-  KY/LESLIE
 GY2025  USGS QUAD   -  HYDEN WEST (1980)
 GY2025
 GY2025                         *CURRENT SURVEY CONTROL
 GY2025  ___________________________________________________________________
 GY2025* NAD 83(1986)-  37 08 13.     (N)    083 28 09.     (W)     SCALED    
 GY2025* NAVD 88     -       448.740  (meters)    1472.24   (feet)  ADJUSTED  
 GY2025  ___________________________________________________________________
 GY2025  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GY2025  DYNAMIC HT  -         448.366 (meters)    1471.01  (feet)  COMP
 GY2025  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 GY2025
 GY2025  VERT ORDER  -  SECOND    CLASS 0
 GY2025
 GY2025.The horizontal coordinates were scaled from a topographic map and have
 GY2025.an estimated accuracy of +/- 6 seconds.
 GY2025
 GY2025.The orthometric height was determined by differential leveling
 GY2025.and adjusted by the National Geodetic Survey in June 1991..
 GY2025
 GY2025.The geoid height was determined by GEOID03.
 GY2025
 GY2025.The dynamic height is computed by dividing the NAVD 88
 GY2025.geopotential number by the normal gravity value computed on the
 GY2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2025.degrees latitude (g = 980.6199 gals.).
 GY2025
 GY2025.The modeled gravity was interpolated from observed gravity values.
 GY2025
 GY2025;                    North         East    Units  Estimated Accuracy
 GY2025;SPC KY1Z     - 1,091,670.    1,702,630.      MT  (+/- 180 meters Scaled)
 GY2025
 GY2025                          SUPERSEDED SURVEY CONTROL
 GY2025
 GY2025  NGVD 29 (??/??/92)  448.893  (m)         1472.74   (f) ADJ UNCH    2 0
 GY2025
 GY2025.Superseded values are not recommended for survey control.
 GY2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2025.See file dsdata.txt to determine how the superseded data were derived.
 GY2025
 GY2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB806129(NAD 83)
 GY2025_MARKER: DB = BENCH MARK DISK
 GY2025_SETTING: 0 = UNSPECIFIED SETTING
 GY2025_STAMPING: B 53 1935 1472.743
 GY2025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2025
 GY2025  HISTORY     - Date     Condition        Report By
 GY2025  HISTORY     - 1935     MONUMENTED       CGS
 GY2025  HISTORY     - 1957     POOR             NGS
 GY2025  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2025  HISTORY     - 19960610 POOR             KYDT
 GY2025  HISTORY     - 19960625 POOR             KYDT
 GY2025
 GY2025                          STATION DESCRIPTION
 GY2025
 GY2025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2025'7.2 MI SE FROM HYDEN.
 GY2025'7.2 MILES SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE COURT
 GY2025'HOUSE AT HYDEN, ABOUT 200 FEET NORTHWEST OF THE TOP OF A GRADE,
 GY2025'48 YARDS NORTHWEST OF A SIGN (HILL), ON THE OUTSIDE OF A CURVE
 GY2025'WITH TANGENTS EXTENDING NORTH AND SOUTHEAST, ON THE NORTHWEST
 GY2025'SIDE OF A DEEP DRAW, 40 FEET NORTHWEST OF THE SOUTHWEST END OF
 GY2025'PIPE CULVERT UNDER HIGHWAY, 39 FEET SOUTHWEST OF THE CENTER
 GY2025'LINE OF HIGHWAY, 5.5 FEET WEST OF A LARGE BOULDER, ABOUT 1 FOOT
 GY2025'ABOVE LEVEL OF HIGHWAY.
 GY2025
 GY2025                          STATION RECOVERY (1977)
 GY2025
 GY2025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2025'MARK NOT FOUND.
 GY2025
 GY2025                          STATION RECOVERY (1996)
 GY2025
 GY2025'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2025'MARK IS 1 FOOT WEST OF CARSONITE WITNESS POST, POST IS CHIPPED BUT
 GY2025'MARK SOLID.
 GY2025
 GY2025                          STATION RECOVERY (1996)
 GY2025
 GY2025'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2025'POST IS CHIPPED, MARK MUTILATED BUT SOLID,1 FOOT WEST OF FIBERGLASS
 GY2025'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1981 ***********************************************************************
 HY1981  DESIGNATION -  B 55
 HY1981  PID         -  HY1981
 HY1981  STATE/COUNTY-  KY/MASON
 HY1981  USGS QUAD   -  MAYSVILLE WEST (1993)
 HY1981
 HY1981                         *CURRENT SURVEY CONTROL
 HY1981  ___________________________________________________________________
 HY1981* NAD 83(1986)-  38 42 26.     (N)    083 50 00.     (W)     SCALED    
 HY1981* NAVD 88     -       155.010  (meters)     508.56   (feet)  ADJUSTED  
 HY1981  ___________________________________________________________________
 HY1981  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HY1981  DYNAMIC HT  -         154.910 (meters)     508.23  (feet)  COMP
 HY1981  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 HY1981
 HY1981  VERT ORDER  -  SECOND    CLASS 0
 HY1981
 HY1981.The horizontal coordinates were scaled from a topographic map and have
 HY1981.an estimated accuracy of +/- 6 seconds.
 HY1981
 HY1981.The orthometric height was determined by differential leveling
 HY1981.and adjusted by the National Geodetic Survey in June 1991..
 HY1981
 HY1981.The geoid height was determined by GEOID03.
 HY1981
 HY1981.The dynamic height is computed by dividing the NAVD 88
 HY1981.geopotential number by the normal gravity value computed on the
 HY1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1981.degrees latitude (g = 980.6199 gals.).
 HY1981
 HY1981.The modeled gravity was interpolated from observed gravity values.
 HY1981
 HY1981;                    North         East    Units  Estimated Accuracy
 HY1981;SPC KY1Z     - 1,265,180.    1,666,710.      MT  (+/- 180 meters Scaled)
 HY1981
 HY1981                          SUPERSEDED SURVEY CONTROL
 HY1981
 HY1981  NGVD 29 (??/??/92)  155.243  (m)          509.33   (f) ADJ UNCH    2 0
 HY1981
 HY1981.Superseded values are not recommended for survey control.
 HY1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1981.See file dsdata.txt to determine how the superseded data were derived.
 HY1981
 HY1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC536880(NAD 83)
 HY1981_MARKER: DB = BENCH MARK DISK
 HY1981_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1981_SP_SET: BRIDGE
 HY1981_STAMPING: B 55 1935 509.326
 HY1981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1981
 HY1981  HISTORY     - Date     Condition        Report By
 HY1981  HISTORY     - 1935     MONUMENTED       CGS
 HY1981  HISTORY     - 1955     GOOD             NGS
 HY1981
 HY1981                          STATION DESCRIPTION
 HY1981
 HY1981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1981'5.6 MI NW FROM MAYSVILLE.
 HY1981'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 10 FROM THE CHESAPEAKE AND
 HY1981'OHIO RAILROAD STATION TO JUNCTION OF GRAVEL ROAD NORTHWEST, 3.05
 HY1981'MILES NORTHWEST ON GRAVEL TO SIGN, SAND HILL FARM, THENCE NORTHEAST
 HY1981'0.8 MILE TO BARN AT FARM, THENCE NORTHWEST THROUGH GATE AT BARN
 HY1981'AND FOLLOW FIELD ROAD NORTH AND NORTHEAST TO FORK 0.3 MILE,
 HY1981'THENCE RIGHT FORK EAST 0.4 MILE TO ANOTHER BARN.  WALK NORTHEAST
 HY1981'ABOUT 200 FEET TO TRACK, GO NORTHWEST ALONG TRACK TO SIGNAL 6073,
 HY1981'CONTINUE 24 RAILS TO RAILROAD BRIDGE NO. 6074 AND MARK IN
 HY1981'NORTHEAST CORNER, ABOUT 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1556 ***********************************************************************
 GZ1556  DESIGNATION -  B 56
 GZ1556  PID         -  GZ1556
 GZ1556  STATE/COUNTY-  KY/MARION
 GZ1556  USGS QUAD   -  SPURLINGTON (1994)
 GZ1556
 GZ1556                         *CURRENT SURVEY CONTROL
 GZ1556  ___________________________________________________________________
 GZ1556* NAD 83(1986)-  37 29 04.     (N)    085 15 48.     (W)     SCALED    
 GZ1556* NAVD 88     -       199.274  (meters)     653.78   (feet)  ADJUSTED  
 GZ1556  ___________________________________________________________________
 GZ1556  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 GZ1556  DYNAMIC HT  -         199.117 (meters)     653.27  (feet)  COMP
 GZ1556  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 GZ1556
 GZ1556  VERT ORDER  -  SECOND    CLASS 0
 GZ1556
 GZ1556.The horizontal coordinates were scaled from a topographic map and have
 GZ1556.an estimated accuracy of +/- 6 seconds.
 GZ1556
 GZ1556.The orthometric height was determined by differential leveling
 GZ1556.and adjusted by the National Geodetic Survey in June 1991..
 GZ1556
 GZ1556.The geoid height was determined by GEOID03.
 GZ1556
 GZ1556.The dynamic height is computed by dividing the NAVD 88
 GZ1556.geopotential number by the normal gravity value computed on the
 GZ1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1556.degrees latitude (g = 980.6199 gals.).
 GZ1556
 GZ1556.The modeled gravity was interpolated from observed gravity values.
 GZ1556
 GZ1556;                    North         East    Units  Estimated Accuracy
 GZ1556;SPC KY1Z     - 1,127,870.    1,543,040.      MT  (+/- 180 meters Scaled)
 GZ1556
 GZ1556                          SUPERSEDED SURVEY CONTROL
 GZ1556
 GZ1556  NGVD 29 (??/??/92)  199.425  (m)          654.28   (f) ADJ UNCH    2 0
 GZ1556
 GZ1556.Superseded values are not recommended for survey control.
 GZ1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1556.See file dsdata.txt to determine how the superseded data were derived.
 GZ1556
 GZ1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG535500(NAD 83)
 GZ1556_MARKER: DB = BENCH MARK DISK
 GZ1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1556_STAMPING: B 56 1935
 GZ1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1556+STABILITY: SURFACE MOTION
 GZ1556
 GZ1556  HISTORY     - Date     Condition        Report By
 GZ1556  HISTORY     - 1935     MONUMENTED       CGS
 GZ1556  HISTORY     - 1950     POOR             USGS
 GZ1556
 GZ1556                          STATION DESCRIPTION
 GZ1556
 GZ1556'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GZ1556'2.2 MI N FROM PHILLIPSBURG.
 GZ1556'2.2 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ1556'FROM PHILLIPSBURG, MARION COUNTY, 20 RAILS NORTH OF BRIDGE 6,
 GZ1556'ABOUT 150 YARDS EAST OF A 2-STORY LOG HOUSE, 18 FEET NORTHEAST
 GZ1556'OF THE CENTER OF A GRAVEL-ROAD CROSSING, 17 FEET NORTH OF THE
 GZ1556'CENTERLINE OF THE ROAD, AND 9 FEET EAST OF THE EAST RAIL.  A
 GZ1556'STANDARD DISK, STAMPED B 56 1935 AND SET IN THE TOP OF A CONCRETE
 GZ1556'POST.  NOTE-- THE POST WAS FOUND BROKEN OFF ABOUT 2-1/2 FEET
 GZ1556'FROM THE TOP, WAS REPLACED AND THE BROKEN PART SEALED WITH
 GZ1556'CEMENT.  PROBABLY PRETTY CLOSE TO ORIGINAL POSITION.  USE
 GZ1556'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1368 ***********************************************************************
 GZ1368  DESIGNATION -  B 57
 GZ1368  PID         -  GZ1368
 GZ1368  STATE/COUNTY-  KY/SPENCER
 GZ1368  USGS QUAD   -  BLOOMFIELD (1987)
 GZ1368
 GZ1368                         *CURRENT SURVEY CONTROL
 GZ1368  ___________________________________________________________________
 GZ1368* NAD 83(1986)-  37 58 14.     (N)    085 18 31.     (W)     SCALED    
 GZ1368* NAVD 88     -       217.705  (meters)     714.25   (feet)  ADJUSTED  
 GZ1368  ___________________________________________________________________
 GZ1368  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 GZ1368  DYNAMIC HT  -         217.543 (meters)     713.72  (feet)  COMP
 GZ1368  MODELED GRAV-     979,878.5   (mgal)                       NAVD 88
 GZ1368
 GZ1368  VERT ORDER  -  SECOND    CLASS 0
 GZ1368
 GZ1368.The horizontal coordinates were scaled from a topographic map and have
 GZ1368.an estimated accuracy of +/- 6 seconds.
 GZ1368
 GZ1368.The orthometric height was determined by differential leveling
 GZ1368.and adjusted by the National Geodetic Survey in June 1991..
 GZ1368
 GZ1368.The geoid height was determined by GEOID03.
 GZ1368
 GZ1368.The dynamic height is computed by dividing the NAVD 88
 GZ1368.geopotential number by the normal gravity value computed on the
 GZ1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1368.degrees latitude (g = 980.6199 gals.).
 GZ1368
 GZ1368.The modeled gravity was interpolated from observed gravity values.
 GZ1368
 GZ1368;                    North         East    Units  Estimated Accuracy
 GZ1368;SPC KY1Z     - 1,181,800.    1,538,780.      MT  (+/- 180 meters Scaled)
 GZ1368
 GZ1368                          SUPERSEDED SURVEY CONTROL
 GZ1368
 GZ1368  NGVD 29 (??/??/92)  217.868  (m)          714.79   (f) ADJ UNCH    2 0
 GZ1368
 GZ1368.Superseded values are not recommended for survey control.
 GZ1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1368.See file dsdata.txt to determine how the superseded data were derived.
 GZ1368
 GZ1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH485038(NAD 83)
 GZ1368_MARKER: DB = BENCH MARK DISK
 GZ1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1368_STAMPING: B 57 1935
 GZ1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1368+STABILITY: SURFACE MOTION
 GZ1368
 GZ1368  HISTORY     - Date     Condition        Report By
 GZ1368  HISTORY     - 1935     MONUMENTED       CGS
 GZ1368
 GZ1368                          STATION DESCRIPTION
 GZ1368
 GZ1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ1368'AT WAKEFIELD.
 GZ1368'AT WAKEFIELD, SPENCER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GZ1368'RAILROAD, 45.7 FEET NORTH OF THE NORTHWEST CORNER OF THE PLATFORM,
 GZ1368'81 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY
 GZ1368'55, 18 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT HIGHER THAN
 GZ1368'THE TRACK.  A STANDARD DISK, STAMPED B 57 1935 AND SET IN THE TOP
 GZ1368'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2201 ***********************************************************************
 GZ2201  DESIGNATION -  B 58
 GZ2201  PID         -  GZ2201
 GZ2201  STATE/COUNTY-  KY/GREEN
 GZ2201  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ2201
 GZ2201                         *CURRENT SURVEY CONTROL
 GZ2201  ___________________________________________________________________
 GZ2201* NAD 83(1986)-  37 21 08.     (N)    085 33 56.     (W)     SCALED    
 GZ2201* NAVD 88     -       210.179  (meters)     689.56   (feet)  ADJUSTED  
 GZ2201  ___________________________________________________________________
 GZ2201  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GZ2201  DYNAMIC HT  -         210.018 (meters)     689.03  (feet)  COMP
 GZ2201  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 GZ2201
 GZ2201  VERT ORDER  -  SECOND    CLASS 0
 GZ2201
 GZ2201.The horizontal coordinates were scaled from a topographic map and have
 GZ2201.an estimated accuracy of +/- 6 seconds.
 GZ2201
 GZ2201.The orthometric height was determined by differential leveling
 GZ2201.and adjusted by the National Geodetic Survey in June 1991..
 GZ2201
 GZ2201.The geoid height was determined by GEOID03.
 GZ2201
 GZ2201.The dynamic height is computed by dividing the NAVD 88
 GZ2201.geopotential number by the normal gravity value computed on the
 GZ2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2201.degrees latitude (g = 980.6199 gals.).
 GZ2201
 GZ2201.The modeled gravity was interpolated from observed gravity values.
 GZ2201
 GZ2201;                    North         East    Units  Estimated Accuracy
 GZ2201;SPC KY1Z     - 1,113,100.    1,516,340.      MT  (+/- 180 meters Scaled)
 GZ2201
 GZ2201                          SUPERSEDED SURVEY CONTROL
 GZ2201
 GZ2201  NGVD 29 (??/??/92)  210.320  (m)          690.02   (f) ADJ UNCH    2 0
 GZ2201
 GZ2201.Superseded values are not recommended for survey control.
 GZ2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2201.See file dsdata.txt to determine how the superseded data were derived.
 GZ2201
 GZ2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG270349(NAD 83)
 GZ2201_MARKER: DB = BENCH MARK DISK
 GZ2201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2201_SP_SET: ABUTMENT
 GZ2201_STAMPING: B 58 1951
 GZ2201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2201
 GZ2201  HISTORY     - Date     Condition        Report By
 GZ2201  HISTORY     - 1953     MONUMENTED       CGS
 GZ2201  HISTORY     - 1951     GOOD             NGS
 GZ2201
 GZ2201                          STATION DESCRIPTION
 GZ2201
 GZ2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ2201'2.3 MI NW FROM SUMMERVILLE.
 GZ2201'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 GZ2201'OFFICE AT SUMMERVILLE, ABOUT 1.65 MILES SOUTHEAST OF THE BAPTIST
 GZ2201'CHURCH AT ALLENDALE, ABOUT 0.7 MILE SOUTHEAST OF A CROSSROAD,
 GZ2201'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT
 GZ2201'OF A 40-FOOT CONCRETE BRIDGE OVER LITTLE BRUSHY CREEK, 12 FEET
 GZ2201'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 GZ2201'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1428 ***********************************************************************
 HZ1428  DESIGNATION -  B 60
 HZ1428  PID         -  HZ1428
 HZ1428  STATE/COUNTY-  KY/JEFFERSON
 HZ1428  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1428
 HZ1428                         *CURRENT SURVEY CONTROL
 HZ1428  ___________________________________________________________________
 HZ1428* NAD 83(1986)-  38 11 58.     (N)    085 45 35.     (W)     SCALED    
 HZ1428* NAVD 88     -       140.875  (meters)     462.19   (feet)  ADJUSTED  
 HZ1428  ___________________________________________________________________
 HZ1428  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HZ1428  DYNAMIC HT  -         140.780 (meters)     461.88  (feet)  COMP
 HZ1428  MODELED GRAV-     979,950.0   (mgal)                       NAVD 88
 HZ1428
 HZ1428  VERT ORDER  -  SECOND    CLASS 0
 HZ1428
 HZ1428.The horizontal coordinates were scaled from a topographic map and have
 HZ1428.an estimated accuracy of +/- 6 seconds.
 HZ1428
 HZ1428.The orthometric height was determined by differential leveling
 HZ1428.and adjusted by the National Geodetic Survey in June 1991..
 HZ1428
 HZ1428.The geoid height was determined by GEOID03.
 HZ1428
 HZ1428.The dynamic height is computed by dividing the NAVD 88
 HZ1428.geopotential number by the normal gravity value computed on the
 HZ1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1428.degrees latitude (g = 980.6199 gals.).
 HZ1428
 HZ1428.The modeled gravity was interpolated from observed gravity values.
 HZ1428
 HZ1428;                    North         East    Units  Estimated Accuracy
 HZ1428;SPC KY1Z     - 1,207,110.    1,499,150.      MT  (+/- 180 meters Scaled)
 HZ1428
 HZ1428                          SUPERSEDED SURVEY CONTROL
 HZ1428
 HZ1428  NGVD 29 (??/??/92)  141.029  (m)          462.69   (f) ADJ UNCH    2 0
 HZ1428
 HZ1428.Superseded values are not recommended for survey control.
 HZ1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1428.See file dsdata.txt to determine how the superseded data were derived.
 HZ1428
 HZ1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH086286(NAD 83)
 HZ1428_MARKER: DB = BENCH MARK DISK
 HZ1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1428_STAMPING: B 60 1935
 HZ1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1428+STABILITY: SURFACE MOTION
 HZ1428
 HZ1428  HISTORY     - Date     Condition        Report By
 HZ1428  HISTORY     - 1935     MONUMENTED       CGS
 HZ1428  HISTORY     - 1950     MARK NOT FOUND   NGS
 HZ1428
 HZ1428                          STATION DESCRIPTION
 HZ1428
 HZ1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ1428'AT SOUTH LOUISVILLE.
 HZ1428'AT SOUTH LOUISVILLE, JEFFERSON COUNTY, ON THE LOUISVILLE AND
 HZ1428'NASHVILLE RAILROAD, 42 YARDS SOUTH OF THE SOUTH END OF THE
 HZ1428'STATION, 16 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 40
 HZ1428'YARDS SOUTHEAST OF THE CENTER OF THE INTERSECTION OF BROOKS
 HZ1428'AND GARRETT STREETS, 2.4 FEET WEST OF A POLE, AND ABOUT 6 INCHES
 HZ1428'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 60 1935 AND
 HZ1428'SET IN THE TOP OF A CONCRETE POST.
 HZ1428
 HZ1428                          STATION RECOVERY (1950)
 HZ1428
 HZ1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 HZ1428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2563 ***********************************************************************
 GZ2563  DESIGNATION -  B 61 RESET
 GZ2563  PID         -  GZ2563
 GZ2563  STATE/COUNTY-  KY/PULASKI
 GZ2563  USGS QUAD   -  SOMERSET (1987)
 GZ2563
 GZ2563                         *CURRENT SURVEY CONTROL
 GZ2563  ___________________________________________________________________
 GZ2563* NAD 83(1986)-  37 04 41.     (N)    084 36 31.     (W)     SCALED    
 GZ2563* NAVD 88     -       265.406  (meters)     870.75   (feet)  ADJUSTED  
 GZ2563  ___________________________________________________________________
 GZ2563  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GZ2563  DYNAMIC HT  -         265.200 (meters)     870.08  (feet)  COMP
 GZ2563  MODELED GRAV-     979,844.6   (mgal)                       NAVD 88
 GZ2563
 GZ2563  VERT ORDER  -  FIRST     CLASS II
 GZ2563
 GZ2563.The horizontal coordinates were scaled from a topographic map and have
 GZ2563.an estimated accuracy of +/- 6 seconds.
 GZ2563
 GZ2563.The orthometric height was determined by differential leveling
 GZ2563.and adjusted by the National Geodetic Survey in June 1991..
 GZ2563
 GZ2563.The geoid height was determined by GEOID03.
 GZ2563
 GZ2563.The dynamic height is computed by dividing the NAVD 88
 GZ2563.geopotential number by the normal gravity value computed on the
 GZ2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2563.degrees latitude (g = 980.6199 gals.).
 GZ2563
 GZ2563.The modeled gravity was interpolated from observed gravity values.
 GZ2563
 GZ2563;                    North         East    Units  Estimated Accuracy
 GZ2563;SPC KY1Z     - 1,083,270.    1,601,490.      MT  (+/- 180 meters Scaled)
 GZ2563
 GZ2563                          SUPERSEDED SURVEY CONTROL
 GZ2563
 GZ2563  NGVD 29 (10/08/05)  265.57   (m)          871.3    (f) RESET       3  
 GZ2563
 GZ2563.Superseded values are not recommended for survey control.
 GZ2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2563.See file dsdata.txt to determine how the superseded data were derived.
 GZ2563
 GZ2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG125062(NAD 83)
 GZ2563_MARKER: DB = BENCH MARK DISK
 GZ2563_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GZ2563+WITH SETTING: PAVEMENT
 GZ2563_SP_SET: BASE OF FLAG POLE
 GZ2563_STAMPING: B 61 RESET 1979
 GZ2563_MARK LOGO: NGS   
 GZ2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2563+STABILITY: SURFACE MOTION
 GZ2563
 GZ2563  HISTORY     - Date     Condition        Report By
 GZ2563  HISTORY     - 1979     MONUMENTED       NGS
 GZ2563  HISTORY     - 1984     GOOD             NGS
 GZ2563
 GZ2563                          STATION DESCRIPTION
 GZ2563
 GZ2563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GZ2563'IN SOMERSET.
 GZ2563'IN THE TOP SOUTHWEST CORNER OF THE 2 BY 2 FOOT CONCRETE BASE
 GZ2563'OF A FLAGPOLE, BASE PROJECTING ABOUT 1 FOOT, 49 FEET EAST OF EAST
 GZ2563'RAIL OF SOUTHERN RAILROAD, 9 FEET EAST OF THE EAST EDGE OF A BRICK
 GZ2563'ROAD, AND 129 FEET NORTHWEST OF THE NORTHWEST CORNER OF NEWDEPOT.
 GZ2563
 GZ2563                          STATION RECOVERY (1984)
 GZ2563
 GZ2563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ2563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1960 ***********************************************************************
 GB1960  DESIGNATION -  B 63
 GB1960  PID         -  GB1960
 GB1960  STATE/COUNTY-  KY/MONROE
 GB1960  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB1960
 GB1960                         *CURRENT SURVEY CONTROL
 GB1960  ___________________________________________________________________
 GB1960* NAD 83(1986)-  36 39 52.     (N)    085 39 13.     (W)     SCALED    
 GB1960* NAVD 88     -       270.478  (meters)     887.39   (feet)  ADJUSTED  
 GB1960  ___________________________________________________________________
 GB1960  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB1960  DYNAMIC HT  -         270.249 (meters)     886.64  (feet)  COMP
 GB1960  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 GB1960
 GB1960  VERT ORDER  -  SECOND    CLASS 0
 GB1960
 GB1960.The horizontal coordinates were scaled from a topographic map and have
 GB1960.an estimated accuracy of +/- 6 seconds.
 GB1960
 GB1960.The orthometric height was determined by differential leveling
 GB1960.and adjusted by the National Geodetic Survey in June 1991..
 GB1960
 GB1960.The geoid height was determined by GEOID03.
 GB1960
 GB1960.The dynamic height is computed by dividing the NAVD 88
 GB1960.geopotential number by the normal gravity value computed on the
 GB1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1960.degrees latitude (g = 980.6199 gals.).
 GB1960
 GB1960.The modeled gravity was interpolated from observed gravity values.
 GB1960
 GB1960;                    North         East    Units  Estimated Accuracy
 GB1960;SPC KY1Z     - 1,036,750.    1,508,620.      MT  (+/- 180 meters Scaled)
 GB1960
 GB1960                          SUPERSEDED SURVEY CONTROL
 GB1960
 GB1960  NGVD 29 (??/??/92)  270.598  (m)          887.79   (f) ADJ UNCH    2 0
 GB1960
 GB1960.Superseded values are not recommended for survey control.
 GB1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1960.See file dsdata.txt to determine how the superseded data were derived.
 GB1960
 GB1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF203584(NAD 83)
 GB1960_MARKER: DB = BENCH MARK DISK
 GB1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1960_STAMPING: B 63 1935
 GB1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1960+STABILITY: SURFACE MOTION
 GB1960
 GB1960  HISTORY     - Date     Condition        Report By
 GB1960  HISTORY     - 1935     MONUMENTED       CGS
 GB1960  HISTORY     - 1951     GOOD             NGS
 GB1960
 GB1960                          STATION DESCRIPTION
 GB1960
 GB1960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1960'3.4 MI SE FROM TOMPKINSVILLE.
 GB1960'ABOUT 3.45 MILES SOUTHEAST ALONG STATE HIGHWAY 163 FROM THE
 GB1960'COURT HOUSE AT TOMPKINSVILLE, ABOUT 1.7 MILES NORTHWEST OF
 GB1960'THE POST OFFICE AT HESTAND, 25 FEET SOUTHWEST OF CENTER LINE
 GB1960'OF HIGHWAY, 1 1/2 FEET NORTHEAST OF A FENCE LINE, 42 FEET
 GB1960'SOUTHEAST OF CENTER LINE OF A DRIVE SOUTHWEST TO A FARM HOUSE,
 GB1960'33 1/2 FEET SOUTH OF CENTER OF JUNCTION OF A DRIVE LEADING
 GB1960'NORTH AND UPHILL TO MOORES SAW MILL, 122 YARDS SOUTHEAST OF A
 GB1960'10-FOOT CONCRETE CULVERT, 69 YARDS NORTHWEST OF A 24-INCH
 GB1960'PIPE CULVERT, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 GB1960'POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GB1960'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0401 ***********************************************************************
 HA0401  DESIGNATION -  B 64
 HA0401  PID         -  HA0401
 HA0401  STATE/COUNTY-  KY/DAVIESS
 HA0401  USGS QUAD   -  MACEO (1967)
 HA0401
 HA0401                         *CURRENT SURVEY CONTROL
 HA0401  ___________________________________________________________________
 HA0401* NAD 83(1986)-  37 51 53.     (N)    086 59 47.     (W)     SCALED    
 HA0401* NAVD 88     -       117.901  (meters)     386.81   (feet)  ADJUSTED  
 HA0401  ___________________________________________________________________
 HA0401  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HA0401  DYNAMIC HT  -         117.821 (meters)     386.55  (feet)  COMP
 HA0401  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 HA0401
 HA0401  VERT ORDER  -  FIRST     CLASS II
 HA0401
 HA0401.The horizontal coordinates were scaled from a topographic map and have
 HA0401.an estimated accuracy of +/- 6 seconds.
 HA0401
 HA0401.The orthometric height was determined by differential leveling
 HA0401.and adjusted by the National Geodetic Survey in June 1991..
 HA0401
 HA0401.The geoid height was determined by GEOID03.
 HA0401
 HA0401.The dynamic height is computed by dividing the NAVD 88
 HA0401.geopotential number by the normal gravity value computed on the
 HA0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0401.degrees latitude (g = 980.6199 gals.).
 HA0401
 HA0401.The modeled gravity was interpolated from observed gravity values.
 HA0401
 HA0401;                    North         East    Units  Estimated Accuracy
 HA0401;SPC KY1Z     - 1,170,690.    1,390,340.      MT  (+/- 180 meters Scaled)
 HA0401
 HA0401                          SUPERSEDED SURVEY CONTROL
 HA0401
 HA0401  NGVD 29 (??/??/92)  118.004  (m)          387.15   (f) ADJ UNCH    1 2
 HA0401
 HA0401.Superseded values are not recommended for survey control.
 HA0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0401.See file dsdata.txt to determine how the superseded data were derived.
 HA0401
 HA0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG003908(NAD 83)
 HA0401_MARKER: DB = BENCH MARK DISK
 HA0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0401_SP_SET: BRIDGE
 HA0401_STAMPING: B 64 1935
 HA0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0401
 HA0401  HISTORY     - Date     Condition        Report By
 HA0401  HISTORY     - 1935     MONUMENTED       CGS
 HA0401  HISTORY     - 1953     GOOD             NGS
 HA0401
 HA0401                          STATION DESCRIPTION
 HA0401
 HA0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0401'AT MACEO.
 HA0401'AT MACEO, ABOUT 0.65 MILE SOUTHWEST ALONG U.S. HIGHWAY 60 FROM
 HA0401'THE SCHOOL, THENCE ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY
 HA0401'405, SET IN THE TOP OF THE EAST CORNER AT SOUTHEAST END OF
 HA0401'SOUTHWEST CONCRETE CURBING OF A 24-FOOT CONCRETE BRIDGE UNDER
 HA0401'HIGHWAY 405, 8.8 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY 405,
 HA0401'299 FEET NORTHWEST OF CENTER OF INTERSECTION OF HIGHWAY 60
 HA0401'AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY 405.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0844 ***********************************************************************
 HA0844  DESIGNATION -  B 64 X
 HA0844  PID         -  HA0844
 HA0844  STATE/COUNTY-  KY/UNION
 HA0844  USGS QUAD   -  BLACKFORD (1954)
 HA0844
 HA0844                         *CURRENT SURVEY CONTROL
 HA0844  ___________________________________________________________________
 HA0844* NAD 83(1986)-  37 29 48.     (N)    087 56 41.     (W)     SCALED    
 HA0844* NAVD 88     -       115.183  (meters)     377.90   (feet)  ADJUSTED  
 HA0844  ___________________________________________________________________
 HA0844  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 HA0844  DYNAMIC HT  -         115.100 (meters)     377.62  (feet)  COMP
 HA0844  MODELED GRAV-     979,907.6   (mgal)                       NAVD 88
 HA0844
 HA0844  VERT ORDER  -  FIRST     CLASS II
 HA0844
 HA0844.The horizontal coordinates were scaled from a topographic map and have
 HA0844.an estimated accuracy of +/- 6 seconds.
 HA0844
 HA0844.The orthometric height was determined by differential leveling
 HA0844.and adjusted by the National Geodetic Survey in June 1991..
 HA0844.WARNING-Repeat measurements at this control monument indicate possible
 HA0844.vertical movement.
 HA0844
 HA0844.The geoid height was determined by GEOID03.
 HA0844
 HA0844.The dynamic height is computed by dividing the NAVD 88
 HA0844.geopotential number by the normal gravity value computed on the
 HA0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0844.degrees latitude (g = 980.6199 gals.).
 HA0844
 HA0844.The modeled gravity was interpolated from observed gravity values.
 HA0844
 HA0844;                    North         East    Units  Estimated Accuracy
 HA0844;SPC KY1Z     - 1,131,390.    1,305,950.      MT  (+/- 180 meters Scaled)
 HA0844
 HA0844                          SUPERSEDED SURVEY CONTROL
 HA0844
 HA0844  NGVD 29 (??/??/92)  115.280  (m)          378.21   (f) ADJ UNCH    1 2
 HA0844
 HA0844.Superseded values are not recommended for survey control.
 HA0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0844.See file dsdata.txt to determine how the superseded data were derived.
 HA0844
 HA0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG164503(NAD 83)
 HA0844_MARKER: DB = BENCH MARK DISK
 HA0844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0844_SP_SET: CULVERT
 HA0844_STAMPING: B 64 X 1935
 HA0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0844
 HA0844  HISTORY     - Date     Condition        Report By
 HA0844  HISTORY     - 1935     MONUMENTED       CGS
 HA0844  HISTORY     - 1949     GOOD             NGS
 HA0844  HISTORY     - 1985     MARK NOT FOUND   NGS
 HA0844
 HA0844                          STATION DESCRIPTION
 HA0844
 HA0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HA0844'AT SULLIVAN.
 HA0844'AT SULLIVAN, NEAR THE CENTER OF THE TRIANGLE AT THE JUNCTION OF
 HA0844'STATE HIGHWAY 85 AND U.S. HIGHWAY 60, SET IN THE TOP OF THE
 HA0844'SOUTHWEST HEAD WALL OF A MAN HOLE OF DRAIN PIPE, 31 FEET
 HA0844'SOUTH-SOUTHWEST OF THE CENTER LINE OF HIGHWAY 85, 89 FEET
 HA0844'NORTH-NORTHEAST OF BM A 64-X, 45 FEET EAST OF THE CENTERLINE OF
 HA0844'HIGHWAY 60, 48.7 FEET SOUTH-SOUTHWEST AND ACROSS HIGHWAY 85 FROM THE
 HA0844'SOUTHEAST END OF A CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT
 HA0844'UNDER HIGHWAY 85, 25.9 FEET NORTH-NORTHWEST OF A CHISELED CROSS IN
 HA0844'CENTER OF A DIRECTION INDICATOR CUT IN CONCRETE BETWEEN 2 GASOLINE
 HA0844'PUMPS OF A GULF SERVICE STATION, AND ABOUT 5 INCHES BELOW BLACK TOP.
 HA0844'NOTE-- A WATER PUMP JAM NUT 4-INCHES IN DIAMETER AND 4 INCHES
 HA0844'HIGH AND A QUART OF OIL CAN WAS PLACED OVER MARK BEFORE FILLING
 HA0844'IN TRIANGLE SO AS TO GIVE ACCESS TO MARK.
 HA0844
 HA0844                          STATION RECOVERY (1985)
 HA0844
 HA0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA0844'THIS MARK SEEMS TO BE UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1153 ***********************************************************************
 GC1153  DESIGNATION -  B 66
 GC1153  PID         -  GC1153
 GC1153  STATE/COUNTY-  KY/TODD
 GC1153  USGS QUAD   -  GUTHRIE (1983)
 GC1153
 GC1153                         *CURRENT SURVEY CONTROL
 GC1153  ___________________________________________________________________
 GC1153* NAD 83(1986)-  36 38 51.     (N)    087 09 45.     (W)     SCALED    
 GC1153* NAVD 88     -       167.054  (meters)     548.08   (feet)  ADJUSTED  
 GC1153  ___________________________________________________________________
 GC1153  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC1153  DYNAMIC HT  -         166.920 (meters)     547.64  (feet)  COMP
 GC1153  MODELED GRAV-     979,826.9   (mgal)                       NAVD 88
 GC1153
 GC1153  VERT ORDER  -  FIRST     CLASS II
 GC1153
 GC1153.The horizontal coordinates were scaled from a topographic map and have
 GC1153.an estimated accuracy of +/- 6 seconds.
 GC1153
 GC1153.The orthometric height was determined by differential leveling
 GC1153.and adjusted by the National Geodetic Survey in June 1991..
 GC1153.WARNING-Repeat measurements at this control monument indicate possible
 GC1153.vertical movement.
 GC1153
 GC1153.The geoid height was determined by GEOID03.
 GC1153
 GC1153.The dynamic height is computed by dividing the NAVD 88
 GC1153.geopotential number by the normal gravity value computed on the
 GC1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1153.degrees latitude (g = 980.6199 gals.).
 GC1153
 GC1153.The modeled gravity was interpolated from observed gravity values.
 GC1153
 GC1153;                    North         East    Units  Estimated Accuracy
 GC1153;SPC KY1Z     - 1,035,830.    1,373,680.      MT  (+/- 180 meters Scaled)
 GC1153
 GC1153                          SUPERSEDED SURVEY CONTROL
 GC1153
 GC1153  NGVD 29 (??/??/92)  167.134  (m)          548.34   (f) ADJ UNCH    1 2
 GC1153
 GC1153.Superseded values are not recommended for survey control.
 GC1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1153.See file dsdata.txt to determine how the superseded data were derived.
 GC1153
 GC1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF854557(NAD 83)
 GC1153_MARKER: DB = BENCH MARK DISK
 GC1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1153_STAMPING: B 66 1935
 GC1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1153+STABILITY: SURFACE MOTION
 GC1153
 GC1153  HISTORY     - Date     Condition        Report By
 GC1153  HISTORY     - 1935     MONUMENTED       CGS
 GC1153  HISTORY     - 1954     GOOD             NGS
 GC1153  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1153
 GC1153                          STATION DESCRIPTION
 GC1153
 GC1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC1153'AT GUTHRIE.
 GC1153'AT GUTHRIE, NEAR THE LOUISVILLE AND NASHVILLE RAILROAD STATION,
 GC1153'233 FEET SOUTH-SOUTHEAST AND ACROSS THREE TRACKS FROM THE EAST
 GC1153'CORNER OF THE STATION, 14.6 FEET SOUTH OF SOUTH RAIL OF THE SOUTH
 GC1153'TRACK, 32 FEET NORTHWEST OF CENTER LINE OF A STREET LEADING
 GC1153'SOUTHWEST, 36 FEET EAST-NORTHEAST OF EAST CORNER OF A SECTION
 GC1153'WORKERS HOUSE, 156 1/2 FEET SOUTHEAST OF THE EAST-SOUTHEAST
 GC1153'CORNER OF THE CONCRETE BASE OF THE EAST ONE OF THREE WATER TOWERS,
 GC1153'92 FEET SOUTHEAST AND ACROSS THREE TRACKS FROM A SMALL WATER
 GC1153'HYDRANT, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 GC1153'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 GC1153'3 INCHES BELOW SURFACE OF GROUND.
 GC1153
 GC1153                          STATION RECOVERY (1984)
 GC1153
 GC1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1153'SEARCHED FOR BUT NOT RECOVERED.  THERE HAS BEEN RAILROAD REPAIRS, AND
 GC1153'ASPHALT AND RAILROAD PARTS COVER THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0276 ***********************************************************************
 HZ0276  DESIGNATION -  B 68
 HZ0276  PID         -  HZ0276
 HZ0276  STATE/COUNTY-  KY/ANDERSON
 HZ0276  USGS QUAD   -  LAWRENCEBURG (1987)
 HZ0276
 HZ0276                         *CURRENT SURVEY CONTROL
 HZ0276  ___________________________________________________________________
 HZ0276* NAD 83(1986)-  38 04 41.     (N)    084 56 27.     (W)     SCALED    
 HZ0276* NAVD 88     -       242.849  (meters)     796.75   (feet)  ADJUSTED  
 HZ0276  ___________________________________________________________________
 HZ0276  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ0276  DYNAMIC HT  -         242.671 (meters)     796.16  (feet)  COMP
 HZ0276  MODELED GRAV-     979,891.3   (mgal)                       NAVD 88
 HZ0276
 HZ0276  VERT ORDER  -  SECOND    CLASS 0
 HZ0276
 HZ0276.The horizontal coordinates were scaled from a topographic map and have
 HZ0276.an estimated accuracy of +/- 6 seconds.
 HZ0276
 HZ0276.The orthometric height was determined by differential leveling
 HZ0276.and adjusted by the National Geodetic Survey in June 1991..
 HZ0276
 HZ0276.The geoid height was determined by GEOID03.
 HZ0276
 HZ0276.The dynamic height is computed by dividing the NAVD 88
 HZ0276.geopotential number by the normal gravity value computed on the
 HZ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0276.degrees latitude (g = 980.6199 gals.).
 HZ0276
 HZ0276.The modeled gravity was interpolated from observed gravity values.
 HZ0276
 HZ0276;                    North         East    Units  Estimated Accuracy
 HZ0276;SPC KY1Z     - 1,193,940.    1,570,990.      MT  (+/- 180 meters Scaled)
 HZ0276
 HZ0276                          SUPERSEDED SURVEY CONTROL
 HZ0276
 HZ0276  NGVD 29 (??/??/92)  242.984  (m)          797.19   (f) ADJ UNCH    2 0
 HZ0276
 HZ0276.Superseded values are not recommended for survey control.
 HZ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0276.See file dsdata.txt to determine how the superseded data were derived.
 HZ0276
 HZ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH806164(NAD 83)
 HZ0276_MARKER: DB = BENCH MARK DISK
 HZ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0276_STAMPING: B 68 1935
 HZ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0276+STABILITY: SURFACE MOTION
 HZ0276
 HZ0276  HISTORY     - Date     Condition        Report By
 HZ0276  HISTORY     - 1935     MONUMENTED       CGS
 HZ0276  HISTORY     - 1954     GOOD             USGS
 HZ0276  HISTORY     - 1982     MARK NOT FOUND   KYDT
 HZ0276
 HZ0276                          STATION DESCRIPTION
 HZ0276
 HZ0276'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HZ0276'4 MI N FROM LAWRENCEBURG.
 HZ0276'4.0 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 HZ0276'AT LAWRENCEBURG, ANDERSON COUNTY, 50 FEET WEST OF THE NORTHWEST
 HZ0276'CORNER OF THE ALTON STATION, 112 FEET SOUTHEAST OF THE CENTER
 HZ0276'OF THE CROSSING OF STATE HIGHWAY 512, 24.2 FEET SOUTHWEST OF THE
 HZ0276'SOUTHWEST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 HZ0276'B 68 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HZ0276
 HZ0276                          STATION RECOVERY (1982)
 HZ0276
 HZ0276'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 HZ0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0815 ***********************************************************************
 HA0815  DESIGNATION -  B 69
 HA0815  PID         -  HA0815
 HA0815  STATE/COUNTY-  KY/HOPKINS
 HA0815  USGS QUAD   -  NORTONVILLE (1963)
 HA0815
 HA0815                         *CURRENT SURVEY CONTROL
 HA0815  ___________________________________________________________________
 HA0815* NAD 83(1986)-  37 11 29.     (N)    087 27 13.     (W)     SCALED    
 HA0815* NAVD 88     -       123.631  (meters)     405.61   (feet)  ADJUSTED  
 HA0815  ___________________________________________________________________
 HA0815  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 HA0815  DYNAMIC HT  -         123.539 (meters)     405.31  (feet)  COMP
 HA0815  MODELED GRAV-     979,887.9   (mgal)                       NAVD 88
 HA0815
 HA0815  VERT ORDER  -  SECOND    CLASS 0
 HA0815
 HA0815.The horizontal coordinates were scaled from a topographic map and have
 HA0815.an estimated accuracy of +/- 6 seconds.
 HA0815
 HA0815.The orthometric height was determined by differential leveling
 HA0815.and adjusted by the National Geodetic Survey in June 1991..
 HA0815
 HA0815.The geoid height was determined by GEOID03.
 HA0815
 HA0815.The dynamic height is computed by dividing the NAVD 88
 HA0815.geopotential number by the normal gravity value computed on the
 HA0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0815.degrees latitude (g = 980.6199 gals.).
 HA0815
 HA0815.The modeled gravity was interpolated from observed gravity values.
 HA0815
 HA0815;                    North         East    Units  Estimated Accuracy
 HA0815;SPC KY1Z     - 1,096,610.    1,348,750.      MT  (+/- 180 meters Scaled)
 HA0815
 HA0815                          SUPERSEDED SURVEY CONTROL
 HA0815
 HA0815  NGVD 29 (??/??/92)  123.717  (m)          405.89   (f) ADJ UNCH    2 0
 HA0815
 HA0815.Superseded values are not recommended for survey control.
 HA0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0815.See file dsdata.txt to determine how the superseded data were derived.
 HA0815
 HA0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG597162(NAD 83)
 HA0815_MARKER: DB = BENCH MARK DISK
 HA0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0815_STAMPING: B 69 1935
 HA0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0815+STABILITY: SURFACE MOTION
 HA0815
 HA0815  HISTORY     - Date     Condition        Report By
 HA0815  HISTORY     - 1935     MONUMENTED       CGS
 HA0815  HISTORY     - 1955     MARK NOT FOUND   USGS
 HA0815  HISTORY     - 1963     MARK NOT FOUND   USGS
 HA0815
 HA0815                          STATION DESCRIPTION
 HA0815
 HA0815'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 HA0815'AT NORTONVILLE.
 HA0815'AT NORTONVILLE, HOPKINS COUNTY, 47 YARDS SOUTH OF THE SOUTH FACE
 HA0815'OF THE LOUISVILLE AND NASHVILLE RAILROAD STATION, 38 YARDS
 HA0815'SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE ILLINOIS CENTRAL
 HA0815'RAILROAD, 32 YARDS SOUTH OF THE SOUTH RAIL OF THE ILLINOIS CENTRAL
 HA0815'RAILROAD, 18.2 FEET EAST OF THE EAST RAIL OF THE LOUISVILLE
 HA0815'AND NASHVILLE RAILRAOD, 2.7 FEET NORTH OF A POLE, AND ABOUT
 HA0815'3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 69
 HA0815'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HA0815
 HA0815                          STATION RECOVERY (1963)
 HA0815
 HA0815'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HA0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1932 ***********************************************************************
 GZ1932  DESIGNATION -  B 7
 GZ1932  PID         -  GZ1932
 GZ1932  STATE/COUNTY-  KY/HART
 GZ1932  USGS QUAD   -  HORSE CAVE (1966)
 GZ1932
 GZ1932                         *CURRENT SURVEY CONTROL
 GZ1932  ___________________________________________________________________
 GZ1932* NAD 83(1986)-  37 10 46.     (N)    085 54 28.     (W)     SCALED    
 GZ1932* NAVD 88     -       193.099  (meters)     633.53   (feet)  ADJUSTED  
 GZ1932  ___________________________________________________________________
 GZ1932  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GZ1932  DYNAMIC HT  -         192.947 (meters)     633.03  (feet)  COMP
 GZ1932  MODELED GRAV-     979,843.3   (mgal)                       NAVD 88
 GZ1932
 GZ1932  VERT ORDER  -  FIRST     CLASS II
 GZ1932
 GZ1932.The horizontal coordinates were scaled from a topographic map and have
 GZ1932.an estimated accuracy of +/- 6 seconds.
 GZ1932
 GZ1932.The orthometric height was determined by differential leveling
 GZ1932.and adjusted by the National Geodetic Survey in June 1991..
 GZ1932
 GZ1932.The geoid height was determined by GEOID03.
 GZ1932
 GZ1932.The dynamic height is computed by dividing the NAVD 88
 GZ1932.geopotential number by the normal gravity value computed on the
 GZ1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1932.degrees latitude (g = 980.6199 gals.).
 GZ1932
 GZ1932.The modeled gravity was interpolated from observed gravity values.
 GZ1932
 GZ1932;                    North         East    Units  Estimated Accuracy
 GZ1932;SPC KY1Z     - 1,093,920.    1,485,990.      MT  (+/- 180 meters Scaled)
 GZ1932
 GZ1932                          SUPERSEDED SURVEY CONTROL
 GZ1932
 GZ1932  NGVD 29 (??/??/92)  193.217  (m)          633.91   (f) ADJ UNCH    1 2
 GZ1932
 GZ1932.Superseded values are not recommended for survey control.
 GZ1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1932.See file dsdata.txt to determine how the superseded data were derived.
 GZ1932
 GZ1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG969153(NAD 83)
 GZ1932_MARKER: DB = BENCH MARK DISK
 GZ1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1932_STAMPING: B 7 1921
 GZ1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1932+STABILITY: SURFACE MOTION
 GZ1932
 GZ1932  HISTORY     - Date     Condition        Report By
 GZ1932  HISTORY     - 1921     MONUMENTED       CGS
 GZ1932  HISTORY     - 1953     GOOD             NGS
 GZ1932
 GZ1932                          STATION DESCRIPTION
 GZ1932
 GZ1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GZ1932'AT HORSE CAVE.
 GZ1932'AT HORSE CAVE, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD,
 GZ1932'ABOUT 102 YARDS SOUTHWEST OF THE STATION, AT THE CROSSING OF
 GZ1932'MAIN STREET AND THE TRACK, IN THE WEST CORNER OF STATION PARK,
 GZ1932'49 FEET SOUTHEAST OF SOUTHEAST RAIL, 48 FEET NORTHEAST OF
 GZ1932'CENTER LINE OF MAIN STREET, 20 FEET EAST-NORTHEAST OF A TELEPHONE
 GZ1932'POLE, ABOUT 2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF
 GZ1932'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0297 ***********************************************************************
 HA0297  DESIGNATION -  B 71
 HA0297  PID         -  HA0297
 HA0297  STATE/COUNTY-  KY/MUHLENBERG
 HA0297  USGS QUAD   -  DUNMOR (1953)
 HA0297
 HA0297                         *CURRENT SURVEY CONTROL
 HA0297  ___________________________________________________________________
 HA0297* NAD 83(1986)-  37 06 45.     (N)    086 59 59.     (W)     SCALED    
 HA0297* NAVD 88     -       131.595  (meters)     431.74   (feet)  ADJUSTED  
 HA0297  ___________________________________________________________________
 HA0297  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 HA0297  DYNAMIC HT  -         131.497 (meters)     431.42  (feet)  COMP
 HA0297  MODELED GRAV-     979,881.3   (mgal)                       NAVD 88
 HA0297
 HA0297  VERT ORDER  -  SECOND    CLASS 0
 HA0297
 HA0297.The horizontal coordinates were scaled from a topographic map and have
 HA0297.an estimated accuracy of +/- 6 seconds.
 HA0297
 HA0297.The orthometric height was determined by differential leveling
 HA0297.and adjusted by the National Geodetic Survey in June 1991..
 HA0297
 HA0297.The geoid height was determined by GEOID03.
 HA0297
 HA0297.The dynamic height is computed by dividing the NAVD 88
 HA0297.geopotential number by the normal gravity value computed on the
 HA0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0297.degrees latitude (g = 980.6199 gals.).
 HA0297
 HA0297.The modeled gravity was interpolated from observed gravity values.
 HA0297
 HA0297;                    North         East    Units  Estimated Accuracy
 HA0297;SPC KY1Z     - 1,087,220.    1,388,930.      MT  (+/- 180 meters Scaled)
 HA0297
 HA0297                          SUPERSEDED SURVEY CONTROL
 HA0297
 HA0297  NGVD 29 (??/??/92)  131.713  (m)          432.13   (f) ADJ UNCH    2 0
 HA0297
 HA0297.Superseded values are not recommended for survey control.
 HA0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0297.See file dsdata.txt to determine how the superseded data were derived.
 HA0297
 HA0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG000073(NAD 83)
 HA0297_MARKER: DB = BENCH MARK DISK
 HA0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0297_STAMPING: B 71 1935
 HA0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0297+STABILITY: SURFACE MOTION
 HA0297
 HA0297  HISTORY     - Date     Condition        Report By
 HA0297  HISTORY     - 1935     MONUMENTED       CGS
 HA0297  HISTORY     - 1943     GOOD             NGS
 HA0297
 HA0297                          STATION DESCRIPTION
 HA0297
 HA0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0297'AT PENROD.
 HA0297'AT PENROD, MUHLENBERG COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0297'RAILROAD, NEAR THE RAILROAD SIDING, 202 FEET SOUTH OF THE
 HA0297'SOUTHEAST CORNER OF A RAILROAD TELEPHONE BOOTH, 45 FEET EAST
 HA0297'OF THE CENTERLINE OF THE MAIN TRACK, 19.6 FEET NORTH OF THE
 HA0297'CENTERLINE OF A 4- BY 5-FOOT CONCRETE-BOX CULVERT UNDER THE TRACK,
 HA0297'3.2 FEET NORTHEAST OF A GUY-BRACED TELEPHONE POLE, 1.3 FEET SOUTH
 HA0297'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD
 HA0297'DISK, STAMPED B 71 1935 AND SET IN THE TOP OF A CONCRETE POST
 HA0297'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0795 ***********************************************************************
 HA0795  DESIGNATION -  B 72
 HA0795  PID         -  HA0795
 HA0795  STATE/COUNTY-  KY/MCLEAN
 HA0795  USGS QUAD   -  LIVERMORE (1983)
 HA0795
 HA0795                         *CURRENT SURVEY CONTROL
 HA0795  ___________________________________________________________________
 HA0795* NAD 83(1986)-  37 29 08.     (N)    087 08 11.     (W)     SCALED    
 HA0795* NAVD 88     -       120.636  (meters)     395.79   (feet)  ADJUSTED  
 HA0795  ___________________________________________________________________
 HA0795  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HA0795  DYNAMIC HT  -         120.549 (meters)     395.50  (feet)  COMP
 HA0795  MODELED GRAV-     979,908.2   (mgal)                       NAVD 88
 HA0795
 HA0795  VERT ORDER  -  SECOND    CLASS 0
 HA0795
 HA0795.The horizontal coordinates were scaled from a topographic map and have
 HA0795.an estimated accuracy of +/- 6 seconds.
 HA0795
 HA0795.The orthometric height was determined by differential leveling
 HA0795.and adjusted by the National Geodetic Survey in June 1991..
 HA0795
 HA0795.The geoid height was determined by GEOID03.
 HA0795
 HA0795.The dynamic height is computed by dividing the NAVD 88
 HA0795.geopotential number by the normal gravity value computed on the
 HA0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0795.degrees latitude (g = 980.6199 gals.).
 HA0795
 HA0795.The modeled gravity was interpolated from observed gravity values.
 HA0795
 HA0795;                    North         East    Units  Estimated Accuracy
 HA0795;SPC KY1Z     - 1,128,790.    1,377,400.      MT  (+/- 180 meters Scaled)
 HA0795
 HA0795                          SUPERSEDED SURVEY CONTROL
 HA0795
 HA0795  NGVD 29 (??/??/92)  120.741  (m)          396.13   (f) ADJ UNCH    2 0
 HA0795
 HA0795.Superseded values are not recommended for survey control.
 HA0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0795.See file dsdata.txt to determine how the superseded data were derived.
 HA0795
 HA0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG879487(NAD 83)
 HA0795_MARKER: DB = BENCH MARK DISK
 HA0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0795_SP_SET: BRIDGE
 HA0795_STAMPING: B 72 1935
 HA0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0795
 HA0795  HISTORY     - Date     Condition        Report By
 HA0795  HISTORY     - 1935     MONUMENTED       CGS
 HA0795
 HA0795                          STATION DESCRIPTION
 HA0795
 HA0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0795'AT LIVERMORE.
 HA0795'AT LIVERMORE, MCLEAN  COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0795'RAILROAD, 0.6 MILE SOUTH OF THE STATION, 8 RAILS SOUTH OF
 HA0795'MILEPOST 194, AT THE NORTHWEST CORNER OF A STEEL-SPAN BRIDGE
 HA0795'OVER ROUGH AND GREEN RIVERS, IN THE CENTER OF THE TOP OF THE
 HA0795'NORTHWEST CORNER OF THE CONCRETE BRIDGE SEAT, 7.5 FEET WEST OF THE
 HA0795'WEST RAIL, AND ABOUT 7 FEET LOWER THAN THE TRACK.  A STANDARD
 HA0795'DISK, STAMPED B 72 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0306 ***********************************************************************
 HA0306  DESIGNATION -  B 73
 HA0306  PID         -  HA0306
 HA0306  STATE/COUNTY-  KY/OHIO
 HA0306  USGS QUAD   -  CROMWELL (1971)
 HA0306
 HA0306                         *CURRENT SURVEY CONTROL
 HA0306  ___________________________________________________________________
 HA0306* NAD 83(1986)-  37 20 54.     (N)    086 48 49.     (W)     SCALED    
 HA0306* NAVD 88     -       150.577  (meters)     494.02   (feet)  ADJUSTED  
 HA0306  ___________________________________________________________________
 HA0306  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HA0306  DYNAMIC HT  -         150.464 (meters)     493.65  (feet)  COMP
 HA0306  MODELED GRAV-     979,878.6   (mgal)                       NAVD 88
 HA0306
 HA0306  VERT ORDER  -  SECOND    CLASS 0
 HA0306
 HA0306.The horizontal coordinates were scaled from a topographic map and have
 HA0306.an estimated accuracy of +/- 6 seconds.
 HA0306
 HA0306.The orthometric height was determined by differential leveling
 HA0306.and adjusted by the National Geodetic Survey in June 1991..
 HA0306
 HA0306.The geoid height was determined by GEOID03.
 HA0306
 HA0306.The dynamic height is computed by dividing the NAVD 88
 HA0306.geopotential number by the normal gravity value computed on the
 HA0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0306.degrees latitude (g = 980.6199 gals.).
 HA0306
 HA0306.The modeled gravity was interpolated from observed gravity values.
 HA0306
 HA0306;                    North         East    Units  Estimated Accuracy
 HA0306;SPC KY1Z     - 1,113,190.    1,405,770.      MT  (+/- 180 meters Scaled)
 HA0306
 HA0306                          SUPERSEDED SURVEY CONTROL
 HA0306
 HA0306  NGVD 29 (??/??/92)  150.685  (m)          494.37   (f) ADJ UNCH    2 0
 HA0306
 HA0306.Superseded values are not recommended for survey control.
 HA0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0306.See file dsdata.txt to determine how the superseded data were derived.
 HA0306
 HA0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG165335(NAD 83)
 HA0306_MARKER: DB = BENCH MARK DISK
 HA0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0306_STAMPING: B 78 1935
 HA0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0306+STABILITY: SURFACE MOTION
 HA0306
 HA0306  HISTORY     - Date     Condition        Report By
 HA0306  HISTORY     - 1935     MONUMENTED       CGS
 HA0306  HISTORY     - 1940     GOOD             NGS
 HA0306
 HA0306                          STATION DESCRIPTION
 HA0306
 HA0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HA0306'1.8 MI NW FROM CROMWELL.
 HA0306'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 231 FROM THE POST OFFICE AT
 HA0306'CROMWELL, OHIO COUNTY, ABOUT 350 FEET SOUTHEAST OF A FARMHOUSE, AT
 HA0306'THE SOUTHEAST CORNER OF A LOT WITH A PICKET FENCE, 26.3 FEET
 HA0306'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.2 FEET SOUTHWEST OF
 HA0306'A TELEPHONE POLE, 0.5 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS
 HA0306'POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED B 73 1935
 HA0306'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 HA0306'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0077 ***********************************************************************
 GC0077  DESIGNATION -  B 74
 GC0077  PID         -  GC0077
 GC0077  STATE/COUNTY-  KY/WARREN
 GC0077  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0077
 GC0077                         *CURRENT SURVEY CONTROL
 GC0077  ___________________________________________________________________
 GC0077* NAD 83(1986)-  36 59 19.     (N)    086 29 08.     (W)     SCALED    
 GC0077* NAVD 88     -       145.511  (meters)     477.40   (feet)  ADJUSTED  
 GC0077  ___________________________________________________________________
 GC0077  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GC0077  DYNAMIC HT  -         145.397 (meters)     477.02  (feet)  COMP
 GC0077  MODELED GRAV-     979,851.4   (mgal)                       NAVD 88
 GC0077
 GC0077  VERT ORDER  -  SECOND    CLASS 0
 GC0077
 GC0077.The horizontal coordinates were scaled from a topographic map and have
 GC0077.an estimated accuracy of +/- 6 seconds.
 GC0077
 GC0077.The orthometric height was determined by differential leveling
 GC0077.and adjusted by the National Geodetic Survey in June 1991..
 GC0077
 GC0077.The geoid height was determined by GEOID03.
 GC0077
 GC0077.The dynamic height is computed by dividing the NAVD 88
 GC0077.geopotential number by the normal gravity value computed on the
 GC0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0077.degrees latitude (g = 980.6199 gals.).
 GC0077
 GC0077.The modeled gravity was interpolated from observed gravity values.
 GC0077
 GC0077;                    North         East    Units  Estimated Accuracy
 GC0077;SPC KY1Z     - 1,072,990.    1,434,520.      MT  (+/- 180 meters Scaled)
 GC0077
 GC0077                          SUPERSEDED SURVEY CONTROL
 GC0077
 GC0077  NGVD 29 (??/??/92)  145.51   (m)          477.4    (f) COMPUTED    2 0
 GC0077
 GC0077.Superseded values are not recommended for survey control.
 GC0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0077.See file dsdata.txt to determine how the superseded data were derived.
 GC0077
 GC0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF457937(NAD 83)
 GC0077_MARKER: DB = BENCH MARK DISK
 GC0077_SETTING: 66 = SET IN ROCK OUTCROP
 GC0077_SP_SET: ROCK OUTCROP
 GC0077_STAMPING: B 74 1935
 GC0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0077+STABILITY: POSITION/ELEVATION WELL
 GC0077
 GC0077  HISTORY     - Date     Condition        Report By
 GC0077  HISTORY     - 1935     MONUMENTED       CGS
 GC0077  HISTORY     - 1954     MARK NOT FOUND   USGS
 GC0077
 GC0077                          STATION DESCRIPTION
 GC0077
 GC0077'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GC0077'2.5 MI W FROM BOWLING GREEN.
 GC0077'2.5 MILES WEST ALONG U.S. HIGHWAY 231 FROM THE COUNTY COURTHOUSE
 GC0077'AT BOWLING GREEN, WARREN COUNTY, ABOUT 400 FEET EAST OF A FARM
 GC0077'HOUSE WITH THREE LARGE BARNS AND A STONE BUILDING, 28.2 FEET
 GC0077'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.5 FEET SOUTH OF A
 GC0077'FENCE, IN THE TOP OF A ROCK OUTCROP, AND 3.2 FEET NORTHWEST OF
 GC0077'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 74 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0190 ***********************************************************************
 HA0190  DESIGNATION -  B 75
 HA0190  PID         -  HA0190
 HA0190  STATE/COUNTY-  KY/EDMONSON
 HA0190  USGS QUAD   -  RHODA (1979)
 HA0190
 HA0190                         *CURRENT SURVEY CONTROL
 HA0190  ___________________________________________________________________
 HA0190* NAD 83(1986)-  37 09 22.     (N)    086 12 53.     (W)     SCALED    
 HA0190* NAVD 88     -       209.402  (meters)     687.01   (feet)  ADJUSTED  
 HA0190  ___________________________________________________________________
 HA0190  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HA0190  DYNAMIC HT  -         209.243 (meters)     686.49  (feet)  COMP
 HA0190  MODELED GRAV-     979,865.1   (mgal)                       NAVD 88
 HA0190
 HA0190  VERT ORDER  -  SECOND    CLASS 0
 HA0190
 HA0190.The horizontal coordinates were scaled from a topographic map and have
 HA0190.an estimated accuracy of +/- 6 seconds.
 HA0190
 HA0190.The orthometric height was determined by differential leveling
 HA0190.and adjusted by the National Geodetic Survey in June 1991..
 HA0190
 HA0190.The geoid height was determined by GEOID03.
 HA0190
 HA0190.The dynamic height is computed by dividing the NAVD 88
 HA0190.geopotential number by the normal gravity value computed on the
 HA0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0190.degrees latitude (g = 980.6199 gals.).
 HA0190
 HA0190.The modeled gravity was interpolated from observed gravity values.
 HA0190
 HA0190;                    North         East    Units  Estimated Accuracy
 HA0190;SPC KY1Z     - 1,091,420.    1,458,720.      MT  (+/- 180 meters Scaled)
 HA0190
 HA0190                          SUPERSEDED SURVEY CONTROL
 HA0190
 HA0190  NGVD 29 (??/??/92)  209.517  (m)          687.39   (f) ADJ UNCH    2 0
 HA0190
 HA0190.Superseded values are not recommended for survey control.
 HA0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0190.See file dsdata.txt to determine how the superseded data were derived.
 HA0190
 HA0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG697124(NAD 83)
 HA0190_MARKER: DB = BENCH MARK DISK
 HA0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0190_STAMPING: B 75 1935
 HA0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0190+STABILITY: SURFACE MOTION
 HA0190
 HA0190  HISTORY     - Date     Condition        Report By
 HA0190  HISTORY     - 1935     MONUMENTED       CGS
 HA0190  HISTORY     - 1943     GOOD             NGS
 HA0190
 HA0190                          STATION DESCRIPTION
 HA0190
 HA0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0190'4.9 MI SE FROM BROWNSVILLE.
 HA0190'4.9 MILES SOUTHEAST ALONG STATE HIGHWAY 65 FROM THE COUNTY
 HA0190'COURTHOUSE AT BROWNSVILLE, EDMONSON COUNTY, ABOUT 130 YARDS
 HA0190'SOUTHEAST OF THE CORNER OF THE T. MEREDITH HOUSE, 41 YARDS SOUTH
 HA0190'OF THE T-JUNCTION OF A ROAD, 37 YARDS SOUTH OF A POLE, AND 37 FEET
 HA0190'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 HA0190'STAMPED B 75 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0244 ***********************************************************************
 HA0244  DESIGNATION -  B 76
 HA0244  PID         -  HA0244
 HA0244  STATE/COUNTY-  KY/GRAYSON
 HA0244  USGS QUAD   -  CLARKSON (1967)
 HA0244
 HA0244                         *CURRENT SURVEY CONTROL
 HA0244  ___________________________________________________________________
 HA0244* NAD 83(1986)-  37 29 44.     (N)    086 13 41.     (W)     SCALED    
 HA0244* NAVD 88     -       222.717  (meters)     730.70   (feet)  ADJUSTED  
 HA0244  ___________________________________________________________________
 HA0244  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HA0244  DYNAMIC HT  -         222.550 (meters)     730.15  (feet)  COMP
 HA0244  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 HA0244
 HA0244  VERT ORDER  -  SECOND    CLASS 0
 HA0244
 HA0244.The horizontal coordinates were scaled from a topographic map and have
 HA0244.an estimated accuracy of +/- 6 seconds.
 HA0244
 HA0244.The orthometric height was determined by differential leveling
 HA0244.and adjusted by the National Geodetic Survey in June 1991..
 HA0244
 HA0244.The geoid height was determined by GEOID03.
 HA0244
 HA0244.The dynamic height is computed by dividing the NAVD 88
 HA0244.geopotential number by the normal gravity value computed on the
 HA0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0244.degrees latitude (g = 980.6199 gals.).
 HA0244
 HA0244.The modeled gravity was interpolated from observed gravity values.
 HA0244
 HA0244;                    North         East    Units  Estimated Accuracy
 HA0244;SPC KY1Z     - 1,129,100.    1,457,730.      MT  (+/- 180 meters Scaled)
 HA0244
 HA0244                          SUPERSEDED SURVEY CONTROL
 HA0244
 HA0244  NGVD 29 (??/??/92)  222.835  (m)          731.08   (f) ADJ UNCH    2 0
 HA0244
 HA0244.Superseded values are not recommended for survey control.
 HA0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0244.See file dsdata.txt to determine how the superseded data were derived.
 HA0244
 HA0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG682501(NAD 83)
 HA0244_MARKER: DB = BENCH MARK DISK
 HA0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0244_STAMPING: B 76 1935
 HA0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0244+STABILITY: SURFACE MOTION
 HA0244
 HA0244  HISTORY     - Date     Condition        Report By
 HA0244  HISTORY     - 1935     MONUMENTED       CGS
 HA0244  HISTORY     - 1948     GOOD             USGS
 HA0244
 HA0244                          STATION DESCRIPTION
 HA0244
 HA0244'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HA0244'0.6 MI W FROM CLARKSON.
 HA0244'0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0244'STATION AT CLARKSON, GRAYSON COUNTY, 211 YARDS WEST OF THE WEST
 HA0244'CITY-LIMIT SIGN, 68 YARDS SOUTH OF THE CENTERLINE OF THE TRACK,
 HA0244'23 YARDS NORTHEAST OF THE NORTHEAST CORNER OF A LARGE WHITE HOUSE,
 HA0244'27 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 62, AND ABOUT
 HA0244'4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 76
 HA0244'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0344 ***********************************************************************
 HA0344  DESIGNATION -  B 78
 HA0344  PID         -  HA0344
 HA0344  STATE/COUNTY-  KY/OHIO
 HA0344  USGS QUAD   -  ROSINE (1971)
 HA0344
 HA0344                         *CURRENT SURVEY CONTROL
 HA0344  ___________________________________________________________________
 HA0344* NAD 83(1986)-  37 27 16.     (N)    086 40 43.     (W)     SCALED    
 HA0344* NAVD 88     -       134.112  (meters)     440.00   (feet)  ADJUSTED  
 HA0344  ___________________________________________________________________
 HA0344  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HA0344  DYNAMIC HT  -         134.012 (meters)     439.67  (feet)  COMP
 HA0344  MODELED GRAV-     979,883.7   (mgal)                       NAVD 88
 HA0344
 HA0344  VERT ORDER  -  SECOND    CLASS 0
 HA0344
 HA0344.The horizontal coordinates were scaled from a topographic map and have
 HA0344.an estimated accuracy of +/- 6 seconds.
 HA0344
 HA0344.The orthometric height was determined by differential leveling
 HA0344.and adjusted by the National Geodetic Survey in June 1991..
 HA0344
 HA0344.The geoid height was determined by GEOID03.
 HA0344
 HA0344.The dynamic height is computed by dividing the NAVD 88
 HA0344.geopotential number by the normal gravity value computed on the
 HA0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0344.degrees latitude (g = 980.6199 gals.).
 HA0344
 HA0344.The modeled gravity was interpolated from observed gravity values.
 HA0344
 HA0344;                    North         East    Units  Estimated Accuracy
 HA0344;SPC KY1Z     - 1,124,830.    1,417,840.      MT  (+/- 180 meters Scaled)
 HA0344
 HA0344                          SUPERSEDED SURVEY CONTROL
 HA0344
 HA0344  NGVD 29 (??/??/92)  134.222  (m)          440.36   (f) ADJ UNCH    2 0
 HA0344
 HA0344.Superseded values are not recommended for survey control.
 HA0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0344.See file dsdata.txt to determine how the superseded data were derived.
 HA0344
 HA0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG284453(NAD 83)
 HA0344_MARKER: DB = BENCH MARK DISK
 HA0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0344_STAMPING: B 78 1935
 HA0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0344+STABILITY: SURFACE MOTION
 HA0344
 HA0344  HISTORY     - Date     Condition        Report By
 HA0344  HISTORY     - 1935     MONUMENTED       CGS
 HA0344  HISTORY     - 1954     GOOD             USGS
 HA0344
 HA0344                          STATION DESCRIPTION
 HA0344
 HA0344'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HA0344'0.2 MI W FROM HORSE BRANCH.
 HA0344'0.2 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0344'STATION AT HORSE BRANCH, OHIO COUNTY, 53 FEET NORTH-NORTHEAST
 HA0344'ACROSS THE TRACK FROM A WHISTLE POST, 42.5 FEET WEST OF THE
 HA0344'JUNCTION OF A SPUR TRACK, 15 FEET SOUTHEAST OF A POWER POLE,
 HA0344'DIRECTLY OPPOSITE THE DR. BEAN HOUSE, AND 4 FEET EAST OF THE
 HA0344'EXTENDED CENTERLINE OF THE STEPS TO THE HOUSE.  A STANDARD DISK,
 HA0344'STAMPED B 78 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HA0344'NOTE-- RECOVERED UNDER 1 FOOT OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0117 ***********************************************************************
 HA0117  DESIGNATION -  B 79
 HA0117  PID         -  HA0117
 HA0117  STATE/COUNTY-  KY/HARDIN
 HA0117  USGS QUAD   -  SUMMIT (1991)
 HA0117
 HA0117                         *CURRENT SURVEY CONTROL
 HA0117  ___________________________________________________________________
 HA0117* NAD 83(1986)-  37 35 33.     (N)    086 03 21.     (W)     SCALED    
 HA0117* NAVD 88     -       254.583  (meters)     835.24   (feet)  ADJUSTED  
 HA0117  ___________________________________________________________________
 HA0117  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HA0117  DYNAMIC HT  -         254.390 (meters)     834.61  (feet)  COMP
 HA0117  MODELED GRAV-     979,862.3   (mgal)                       NAVD 88
 HA0117
 HA0117  VERT ORDER  -  SECOND    CLASS 0
 HA0117
 HA0117.The horizontal coordinates were scaled from a topographic map and have
 HA0117.an estimated accuracy of +/- 6 seconds.
 HA0117
 HA0117.The orthometric height was determined by differential leveling
 HA0117.and adjusted by the National Geodetic Survey in June 1991..
 HA0117
 HA0117.The geoid height was determined by GEOID03.
 HA0117
 HA0117.The dynamic height is computed by dividing the NAVD 88
 HA0117.geopotential number by the normal gravity value computed on the
 HA0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0117.degrees latitude (g = 980.6199 gals.).
 HA0117
 HA0117.The modeled gravity was interpolated from observed gravity values.
 HA0117
 HA0117;                    North         East    Units  Estimated Accuracy
 HA0117;SPC KY1Z     - 1,139,790.    1,472,990.      MT  (+/- 180 meters Scaled)
 HA0117
 HA0117                          SUPERSEDED SURVEY CONTROL
 HA0117
 HA0117  NGVD 29 (??/??/92)  254.691  (m)          835.60   (f) ADJ UNCH    2 0
 HA0117
 HA0117.Superseded values are not recommended for survey control.
 HA0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0117.See file dsdata.txt to determine how the superseded data were derived.
 HA0117
 HA0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG833610(NAD 83)
 HA0117_MARKER: DB = BENCH MARK DISK
 HA0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0117_STAMPING: B 79 1935
 HA0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0117+STABILITY: SURFACE MOTION
 HA0117
 HA0117  HISTORY     - Date     Condition        Report By
 HA0117  HISTORY     - 1935     MONUMENTED       CGS
 HA0117  HISTORY     - 1948     GOOD             NGS
 HA0117  HISTORY     - 1960     MARK NOT FOUND   NGS
 HA0117  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0117
 HA0117                          STATION DESCRIPTION
 HA0117
 HA0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HA0117'AT EAST VIEW.
 HA0117'AT EAST VIEW, HARDIN COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 HA0117'9-1/2 RAILS NORTHEAST OF MILEPOST L 55, 13 FEET EAST OF THE EAST
 HA0117'RAIL, 2.9 FEET NORTH OF A TELEPHONE POLE, AND ABOUT 4-1/2 FEET
 HA0117'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED B 79 1935 AND
 HA0117'SET IN THE TOP OF A CONCRETE POST.
 HA0117
 HA0117                          STATION RECOVERY (1960)
 HA0117
 HA0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HA0117'MARK NOT FOUND.
 HA0117
 HA0117                          STATION RECOVERY (1988)
 HA0117
 HA0117'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 HA0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0368 ***********************************************************************
 HA0368  DESIGNATION -  B 80
 HA0368  PID         -  HA0368
 HA0368  STATE/COUNTY-  KY/OHIO
 HA0368  USGS QUAD   -  FORDSVILLE (1953)
 HA0368
 HA0368                         *CURRENT SURVEY CONTROL
 HA0368  ___________________________________________________________________
 HA0368* NAD 83(1986)-  37 38 38.     (N)    086 40 43.     (W)     SCALED    
 HA0368* NAVD 88     -       137.912  (meters)     452.47   (feet)  POSTED    
 HA0368  ___________________________________________________________________
 HA0368  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HA0368  DYNAMIC HT  -         137.810 (meters)     452.13  (feet)  COMP
 HA0368  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 HA0368
 HA0368  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HA0368
 HA0368.The horizontal coordinates were scaled from a topographic map and have
 HA0368.an estimated accuracy of +/- 6 seconds.
 HA0368
 HA0368.The orthometric height was determined by differential leveling
 HA0368.and adjusted by the National Geodetic Survey in 1992..
 HA0368.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HA0368.rate of 2.1 thru 3.0 mm/km.
 HA0368
 HA0368.The geoid height was determined by GEOID03.
 HA0368
 HA0368.The dynamic height is computed by dividing the NAVD 88
 HA0368.geopotential number by the normal gravity value computed on the
 HA0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0368.degrees latitude (g = 980.6199 gals.).
 HA0368
 HA0368.The modeled gravity was interpolated from observed gravity values.
 HA0368
 HA0368;                    North         East    Units  Estimated Accuracy
 HA0368;SPC KY1Z     - 1,145,860.    1,418,050.      MT  (+/- 180 meters Scaled)
 HA0368
 HA0368                          SUPERSEDED SURVEY CONTROL
 HA0368
 HA0368  NGVD 29 (??/??/92)  138.021  (m)          452.82   (f) ADJ UNCH    2 0
 HA0368
 HA0368.Superseded values are not recommended for survey control.
 HA0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0368.See file dsdata.txt to determine how the superseded data were derived.
 HA0368
 HA0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG283663(NAD 83)
 HA0368_MARKER: DB = BENCH MARK DISK
 HA0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0368_STAMPING: B 80 1935
 HA0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0368+STABILITY: SURFACE MOTION
 HA0368
 HA0368  HISTORY     - Date     Condition        Report By
 HA0368  HISTORY     - 1935     MONUMENTED       CGS
 HA0368
 HA0368                          STATION DESCRIPTION
 HA0368
 HA0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0368'1.1 MI NE FROM ELLMITCH.
 HA0368'1.1 MILES NORTHEAST ALONG THE ABANDONED LOUISVILLE AND NASHVILLE
 HA0368'RAILROAD FROM THE FORMER STATION A ELLMITCH, OHIO COUNTY, 25.2
 HA0368'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE WAITING SHED AT
 HA0368'OAKS, 30.7 FEET NORTH OF THE ROADBED, 19.5 FEET NORTH OF A
 HA0368'TELEPHONE POLE, AND ABOUT ONE FOOT LOWER THAN THE ROADBED.  A
 HA0368'STANDARD DISK, STAMPED B 80 1935 AND SET IN THE TOP OF A CONCRETE
 HA0368'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0014 ***********************************************************************
 HA0014  DESIGNATION -  B 81
 HA0014  PID         -  HA0014
 HA0014  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0014  USGS QUAD   -  GARFIELD (1982)
 HA0014
 HA0014                         *CURRENT SURVEY CONTROL
 HA0014  ___________________________________________________________________
 HA0014* NAD 83(1986)-  37 51 57.     (N)    086 18 03.     (W)     SCALED    
 HA0014* NAVD 88     -       189.484  (meters)     621.67   (feet)  ADJUSTED  
 HA0014  ___________________________________________________________________
 HA0014  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HA0014  DYNAMIC HT  -         189.347 (meters)     621.22  (feet)  COMP
 HA0014  MODELED GRAV-     979,905.5   (mgal)                       NAVD 88
 HA0014
 HA0014  VERT ORDER  -  SECOND    CLASS 0
 HA0014
 HA0014.The horizontal coordinates were scaled from a topographic map and have
 HA0014.an estimated accuracy of +/- 6 seconds.
 HA0014
 HA0014.The orthometric height was determined by differential leveling
 HA0014.and adjusted by the National Geodetic Survey in June 1991..
 HA0014
 HA0014.The geoid height was determined by GEOID03.
 HA0014
 HA0014.The dynamic height is computed by dividing the NAVD 88
 HA0014.geopotential number by the normal gravity value computed on the
 HA0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0014.degrees latitude (g = 980.6199 gals.).
 HA0014
 HA0014.The modeled gravity was interpolated from observed gravity values.
 HA0014
 HA0014;                    North         East    Units  Estimated Accuracy
 HA0014;SPC KY1Z     - 1,170,220.    1,451,540.      MT  (+/- 180 meters Scaled)
 HA0014
 HA0014                          SUPERSEDED SURVEY CONTROL
 HA0014
 HA0014  NGVD 29 (??/??/92)  189.594  (m)          622.03   (f) ADJ UNCH    2 0
 HA0014
 HA0014.Superseded values are not recommended for survey control.
 HA0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0014.See file dsdata.txt to determine how the superseded data were derived.
 HA0014
 HA0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG614911(NAD 83)
 HA0014_MARKER: DB = BENCH MARK DISK
 HA0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0014_STAMPING: B 81 1935
 HA0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0014+STABILITY: SURFACE MOTION
 HA0014
 HA0014  HISTORY     - Date     Condition        Report By
 HA0014  HISTORY     - 1935     MONUMENTED       CGS
 HA0014  HISTORY     - 1954     GOOD             NGS
 HA0014
 HA0014                          STATION DESCRIPTION
 HA0014
 HA0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HA0014'0.8 MI SW FROM IRVINGTON.
 HA0014'ABOUT 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HA0014'OF STATE HIGHWAY 448 AND SCHOOL AT IRVINGTON, AT CROSSING OF OLD
 HA0014'ABANDONED GRADE OF THE LOUISVILLE AND NASHVILLE RAILROAD, 34 1/2
 HA0014'FEET NORTHWEST OF CENTER LINE OF HIGHWAY, IN THE FRONT YARD OF
 HA0014'A FARM HOUSE, 35 1/2 FEET NORTHEAST OF CENTER LINE OF A DRIVE TO
 HA0014'FARM HOUSE, 75 FEET NORTHEAST OF TELEPHONE POLE NO. 887, 85 1/2
 HA0014'FEET EAST-NORTHEAST OF A POWER POLE, 131 FEET SOUTHEAST OF SOUTH
 HA0014'PORCH CORNER OF FARM HOUSE, ABOUT LEVEL WITH HIGHWAY AND SET
 HA0014'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1760 ***********************************************************************
 HA1760  DESIGNATION -  B 81 RESET
 HA1760  PID         -  HA1760
 HA1760  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1760  USGS QUAD   -  GARFIELD (1982)
 HA1760
 HA1760                         *CURRENT SURVEY CONTROL
 HA1760  ___________________________________________________________________
 HA1760* NAD 83(1986)-  37 51 57.     (N)    086 18 03.     (W)     SCALED    
 HA1760* NAVD 88     -       189.53   (meters)     621.8    (feet)  RESET     
 HA1760  ___________________________________________________________________
 HA1760  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HA1760
 HA1760  VERT ORDER  -  THIRD
 HA1760
 HA1760.The horizontal coordinates were scaled from a topographic map and have
 HA1760.an estimated accuracy of +/- 6 seconds.
 HA1760
 HA1760.The orthometric height was computed from unverified reset data.
 HA1760.No vertical observational check was made to the station.
 HA1760
 HA1760.The geoid height was determined by GEOID03.
 HA1760
 HA1760;                    North         East    Units  Estimated Accuracy
 HA1760;SPC KY1Z     - 1,170,220.    1,451,540.      MT  (+/- 180 meters Scaled)
 HA1760
 HA1760                          SUPERSEDED SURVEY CONTROL
 HA1760
 HA1760  NGVD 29 (10/08/05)  189.64   (m)          622.2    (f) RESET       3  
 HA1760
 HA1760.Superseded values are not recommended for survey control.
 HA1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1760.See file dsdata.txt to determine how the superseded data were derived.
 HA1760
 HA1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG614911(NAD 83)
 HA1760_MARKER: DB = BENCH MARK DISK
 HA1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1760_SP_SET: CONCRETE POST
 HA1760_STAMPING: B 81 RESET 1986
 HA1760_MARK LOGO: KYDT  
 HA1760_PROJECTION: FLUSH
 HA1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1760+STABILITY: SURFACE MOTION
 HA1760
 HA1760  HISTORY     - Date     Condition        Report By
 HA1760  HISTORY     - 1986     MONUMENTED       KYDT
 HA1760
 HA1760                          STATION DESCRIPTION
 HA1760
 HA1760'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1986
 HA1760'1.3 KM (0.80 MI) SW FROM IRVINGTON.
 HA1760'0.8 MI SOUTHWEST ALONG US HIGHWAY 60 FROM THE JUNCTION WITH STATE
 HA1760'ROUTE 448 AND THE SCHOOL IN IRVINGTON TO THE MARK ON THE RIGHT AT THE
 HA1760'CROSSING OF THE ABANDONED GRADE OF THE LOUISVILLE AND NASHVILLE
 HA1760'RAILROAD, 98 FT SOUTHEAST OF THE SOUTH CORNER OF A PORCH, 77 FT
 HA1760'NORTHEAST OF A POWER POLE, 69.5 FT NORTHWEST OF THE CENTER OF HIGHWAY
 HA1760'60, AND 43 FT NORTHEAST OF THE CENTER OF A GRAVEL DRIVE.
 HA1760'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0815 ***********************************************************************
 GY0815  DESIGNATION -  B 82
 GY0815  PID         -  GY0815
 GY0815  STATE/COUNTY-  KY/PIKE
 GY0815  USGS QUAD   -  PIKEVILLE (1992)
 GY0815
 GY0815                         *CURRENT SURVEY CONTROL
 GY0815  ___________________________________________________________________
 GY0815* NAD 83(1986)-  37 28 47.     (N)    082 30 56.     (W)     SCALED    
 GY0815* NAVD 88     -       211.929  (meters)     695.30   (feet)  ADJUSTED  
 GY0815  ___________________________________________________________________
 GY0815  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GY0815  DYNAMIC HT  -         211.768 (meters)     694.78  (feet)  COMP
 GY0815  MODELED GRAV-     979,863.9   (mgal)                       NAVD 88
 GY0815
 GY0815  VERT ORDER  -  SECOND    CLASS 0
 GY0815
 GY0815.The horizontal coordinates were scaled from a topographic map and have
 GY0815.an estimated accuracy of +/- 6 seconds.
 GY0815
 GY0815.The orthometric height was determined by differential leveling
 GY0815.and adjusted by the National Geodetic Survey in June 1991..
 GY0815
 GY0815.The geoid height was determined by GEOID03.
 GY0815
 GY0815.The dynamic height is computed by dividing the NAVD 88
 GY0815.geopotential number by the normal gravity value computed on the
 GY0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0815.degrees latitude (g = 980.6199 gals.).
 GY0815
 GY0815.The modeled gravity was interpolated from observed gravity values.
 GY0815
 GY0815;                    North         East    Units  Estimated Accuracy
 GY0815;SPC KY1Z     - 1,132,190.    1,786,010.      MT  (+/- 180 meters Scaled)
 GY0815
 GY0815                          SUPERSEDED SURVEY CONTROL
 GY0815
 GY0815  NGVD 29 (??/??/92)  212.13   (m)          696.0    (f) COMPUTED    2 0
 GY0815
 GY0815.Superseded values are not recommended for survey control.
 GY0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0815.See file dsdata.txt to determine how the superseded data were derived.
 GY0815
 GY0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB660491(NAD 83)
 GY0815_MARKER: DB = BENCH MARK DISK
 GY0815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0815_SP_SET: ABUTMENT
 GY0815_STAMPING: B 82 1935
 GY0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0815
 GY0815  HISTORY     - Date     Condition        Report By
 GY0815  HISTORY     - 1935     MONUMENTED       CGS
 GY0815  HISTORY     - 1952     GOOD             NGS
 GY0815
 GY0815                          STATION DESCRIPTION
 GY0815
 GY0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY0815'IN PIKEVILLE.
 GY0815'IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE U.S.
 GY0815'HIGHWAY 119 BRIDGE OVER THE LEVISA FORK OF THE BIG SANDY RIVER,
 GY0815'13 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  THIS MARK
 GY0815'APPEARS TO BE IN GOOD CONDITION BUT REPEAT LEVELING BY THIS
 GY0815'BUREAU IN 1941 AND 1952 INDICATES THAT THE ABUTMENT IS SETTLING
 GY0815'APPRECIABLY.  THE MARK SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0816 ***********************************************************************
 GY0816  DESIGNATION -  B 82 RESET
 GY0816  PID         -  GY0816
 GY0816  STATE/COUNTY-  KY/PIKE
 GY0816  USGS QUAD   -  PIKEVILLE (1992)
 GY0816
 GY0816                         *CURRENT SURVEY CONTROL
 GY0816  ___________________________________________________________________
 GY0816* NAD 83(1986)-  37 28 47.     (N)    082 30 56.     (W)     SCALED    
 GY0816* NAVD 88     -       211.99   (meters)     695.5    (feet)  RESET     
 GY0816  ___________________________________________________________________
 GY0816  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GY0816
 GY0816  VERT ORDER  -  THIRD
 GY0816
 GY0816.The horizontal coordinates were scaled from a topographic map and have
 GY0816.an estimated accuracy of +/- 6 seconds.
 GY0816
 GY0816.The orthometric height was computed from unverified reset data.
 GY0816.No vertical observational check was made to the station.
 GY0816
 GY0816.The geoid height was determined by GEOID03.
 GY0816
 GY0816;                    North         East    Units  Estimated Accuracy
 GY0816;SPC KY1Z     - 1,132,190.    1,786,010.      MT  (+/- 180 meters Scaled)
 GY0816
 GY0816                          SUPERSEDED SURVEY CONTROL
 GY0816
 GY0816  NGVD 29 (??/??/??)  212.18   (m)          696.1    (f) RESET       3  
 GY0816
 GY0816.Superseded values are not recommended for survey control.
 GY0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0816.See file dsdata.txt to determine how the superseded data were derived.
 GY0816
 GY0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB660491(NAD 83)
 GY0816_MARKER: DB = BENCH MARK DISK
 GY0816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0816_SP_SET: ABUTMENT
 GY0816_STAMPING: RESET 1954 B 82 1935
 GY0816_MARK LOGO: KYHD  
 GY0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0816
 GY0816  HISTORY     - Date     Condition        Report By
 GY0816  HISTORY     - 1954     MONUMENTED       KYHD
 GY0816  HISTORY     - 1956     SEE DESCRIPTION  CGS
 GY0816
 GY0816                          STATION DESCRIPTION
 GY0816
 GY0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GY0816'AT PIKEVILLE.
 GY0816'AT PIKEVILLE, IN THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF
 GY0816'STEEL BRIDGE ON U.S. HIGHWAY 119 OVER LEVISA FORK OF BIG SANDY
 GY0816'RIVER, 14 FEET NORTHEAST OF THE CENTER LINE OF BRIDGE.  NOTE--
 GY0816'REPEAT LEVELING IN 1941 AND 1952 INDICATE THIS BRIDGE ABUTMENT
 GY0816'IS SETTLING, IN 1954 THIS BRIDGE WAS REINFORCED AND THE MARK RESET
 GY0816'BY THE STATE HIGHWAY DEPT.  THE MARK SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0808 ***********************************************************************
 HY0808  DESIGNATION -  B 84
 HY0808  PID         -  HY0808
 HY0808  STATE/COUNTY-  KY/BOYD
 HY0808  USGS QUAD   -  CATLETTSBURG (1985)
 HY0808
 HY0808                         *CURRENT SURVEY CONTROL
 HY0808  ___________________________________________________________________
 HY0808* NAD 83(1986)-  38 25 01.     (N)    082 35 54.     (W)     SCALED    
 HY0808* NAVD 88     -       167.047  (meters)     548.05   (feet)  ADJUSTED  
 HY0808  ___________________________________________________________________
 HY0808  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY0808  DYNAMIC HT  -         166.934 (meters)     547.68  (feet)  COMP
 HY0808  MODELED GRAV-     979,954.9   (mgal)                       NAVD 88
 HY0808
 HY0808  VERT ORDER  -  FIRST     CLASS II
 HY0808
 HY0808.The horizontal coordinates were scaled from a topographic map and have
 HY0808.an estimated accuracy of +/- 6 seconds.
 HY0808
 HY0808.The orthometric height was determined by differential leveling
 HY0808.and adjusted by the National Geodetic Survey in June 1991..
 HY0808.WARNING-Repeat measurements at this control monument indicate possible
 HY0808.vertical movement.
 HY0808
 HY0808.The geoid height was determined by GEOID03.
 HY0808
 HY0808.The dynamic height is computed by dividing the NAVD 88
 HY0808.geopotential number by the normal gravity value computed on the
 HY0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0808.degrees latitude (g = 980.6199 gals.).
 HY0808
 HY0808.The modeled gravity was interpolated from observed gravity values.
 HY0808
 HY0808;                    North         East    Units  Estimated Accuracy
 HY0808;SPC KY1Z     - 1,235,900.    1,775,180.      MT  (+/- 180 meters Scaled)
 HY0808
 HY0808                          SUPERSEDED SURVEY CONTROL
 HY0808
 HY0808  NGVD 29 (??/??/92)  167.235  (m)          548.67   (f) ADJ UNCH    1 2
 HY0808
 HY0808.Superseded values are not recommended for survey control.
 HY0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0808.See file dsdata.txt to determine how the superseded data were derived.
 HY0808
 HY0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC604532(NAD 83)
 HY0808_MARKER: DB = BENCH MARK DISK
 HY0808_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HY0808_STAMPING: 548.805 B 84 1935
 HY0808_MARK LOGO: CGS   
 HY0808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0808+STABILITY: POSITION/ELEVATION WELL
 HY0808
 HY0808  HISTORY     - Date     Condition        Report By
 HY0808  HISTORY     - 1935     MONUMENTED       CGS
 HY0808  HISTORY     - 1956     GOOD             NGS
 HY0808  HISTORY     - 1983     GOOD             KYDT
 HY0808  HISTORY     - 1984     GOOD             NGS
 HY0808  HISTORY     - 20000425 MARK NOT FOUND   KYDT
 HY0808
 HY0808                          STATION DESCRIPTION
 HY0808
 HY0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0808'AT CATLETTSBURG.
 HY0808'AT CATLETTSBURG, AT INTERSECTION OF BROADWAY AND 26TH STREET,
 HY0808'13 FEET EAST OF EAST CURB OF BROADWAY, 10 1/2 FEET NORTH OF NORTH
 HY0808'CURB OF 26TH STREET, SET VERTICALLY IN THE SOUTH FACE OF WATER TABLE
 HY0808'OF 3-STORY CITY HALL BUILDING, 1.9 FEET EAST OF SOUTHWEST CORNER
 HY0808'OF BUILDING AND 3.9 FEET ABOVE SIDE WALK.
 HY0808
 HY0808                          STATION RECOVERY (1983)
 HY0808
 HY0808'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 HY0808'RECOVERED IN GOOD CONDITION.
 HY0808
 HY0808                          STATION RECOVERY (1984)
 HY0808
 HY0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0808'RECOVERED IN GOOD CONDITION.
 HY0808
 HY0808                          STATION RECOVERY (2000)
 HY0808
 HY0808'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY0808'THERE IS A NEW POLICE/FIRE STATION BUILDING AT THIS LOCATION, CONSIDER
 HY0808'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0846 ***********************************************************************
 HY0846  DESIGNATION -  B 85
 HY0846  PID         -  HY0846
 HY0846  STATE/COUNTY-  KY/LAWRENCE
 HY0846  USGS QUAD   -  LOUISA (1993)
 HY0846
 HY0846                         *CURRENT SURVEY CONTROL
 HY0846  ___________________________________________________________________
 HY0846* NAD 83(1986)-  38 01 20.     (N)    082 37 28.     (W)     SCALED    
 HY0846* NAVD 88     -       178.906  (meters)     586.96   (feet)  ADJUSTED  
 HY0846  ___________________________________________________________________
 HY0846  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HY0846  DYNAMIC HT  -         178.779 (meters)     586.54  (feet)  COMP
 HY0846  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 HY0846
 HY0846  VERT ORDER  -  SECOND    CLASS 0
 HY0846
 HY0846.The horizontal coordinates were scaled from a topographic map and have
 HY0846.an estimated accuracy of +/- 6 seconds.
 HY0846
 HY0846.The orthometric height was determined by differential leveling
 HY0846.and adjusted by the National Geodetic Survey in June 1991..
 HY0846
 HY0846.The geoid height was determined by GEOID03.
 HY0846
 HY0846.The dynamic height is computed by dividing the NAVD 88
 HY0846.geopotential number by the normal gravity value computed on the
 HY0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0846.degrees latitude (g = 980.6199 gals.).
 HY0846
 HY0846.The modeled gravity was interpolated from observed gravity values.
 HY0846
 HY0846;                    North         East    Units  Estimated Accuracy
 HY0846;SPC KY1Z     - 1,192,030.    1,774,370.      MT  (+/- 180 meters Scaled)
 HY0846
 HY0846                          SUPERSEDED SURVEY CONTROL
 HY0846
 HY0846  NGVD 29 (??/??/92)  179.124  (m)          587.68   (f) ADJ UNCH    2 0
 HY0846
 HY0846.Superseded values are not recommended for survey control.
 HY0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0846.See file dsdata.txt to determine how the superseded data were derived.
 HY0846
 HY0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC574095(NAD 83)
 HY0846_MARKER: DB = BENCH MARK DISK
 HY0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0846_STAMPING: B 85 1935 587.676
 HY0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0846+STABILITY: SURFACE MOTION
 HY0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0846+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 HY0846
 HY0846  HISTORY     - Date     Condition        Report By
 HY0846  HISTORY     - 1935     MONUMENTED       CGS
 HY0846  HISTORY     - 1955     GOOD             NGS
 HY0846  HISTORY     - 19960729 GOOD             KYDT
 HY0846
 HY0846                          STATION DESCRIPTION
 HY0846
 HY0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0846'AT CHAPMAN.
 HY0846'AT CHAPMAN, 144 FEET NORTH NORTHWEST ACROSS A ROAD FROM THE
 HY0846'STATION SIGN, 43 FEET WEST NORTHWEST ACROSS THE ROAD FROM THE
 HY0846'WEST RAIL, 36.5 FEET WEST NORTHWEST ACROSS THE ROAD FROM MILEPOST
 HY0846'33, 28 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE
 HY0846'PORCH OF A HOUSE, 24 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HY0846'A STORE, 20 FEET WEST OF THE CENTER LINE OF THE ROAD, 12.5 FEET
 HY0846'SOUTH OF POWER POLE NO. 55073/RE 118, 1.5 FEET NORTHWEST OF A
 HY0846'FENCE CORNER, 1 FOOT SOUTH OF A WHITE WITNESS POST, AND ABOUT
 HY0846'1 FOOT BELOW THE LEVEL OF TRACK, SET IN THE TOP OF A CONCRETE POST
 HY0846'PROJECTING 3 INCHES.
 HY0846
 HY0846                          STATION RECOVERY (1996)
 HY0846
 HY0846'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 HY0846'0.5 FEET WEST OF A FENCE CORNER, 1 FOOT WEST OF WITNESS POST AND ABOUT
 HY0846'3 FEET BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1330 ***********************************************************************
 GY1330  DESIGNATION -  B 86
 GY1330  PID         -  GY1330
 GY1330  STATE/COUNTY-  KY/JOHNSON
 GY1330  USGS QUAD   -  PRESTONSBURG (1992)
 GY1330
 GY1330                         *CURRENT SURVEY CONTROL
 GY1330  ___________________________________________________________________
 GY1330* NAD 83(1986)-  37 44 45.     (N)    082 47 12.     (W)     SCALED    
 GY1330* NAVD 88     -       189.929  (meters)     623.13   (feet)  ADJUSTED  
 GY1330  ___________________________________________________________________
 GY1330  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GY1330  DYNAMIC HT  -         189.786 (meters)     622.66  (feet)  COMP
 GY1330  MODELED GRAV-     979,874.9   (mgal)                       NAVD 88
 GY1330
 GY1330  VERT ORDER  -  SECOND    CLASS 0
 GY1330
 GY1330.The horizontal coordinates were scaled from a topographic map and have
 GY1330.an estimated accuracy of +/- 6 seconds.
 GY1330
 GY1330.The orthometric height was determined by differential leveling
 GY1330.and adjusted by the National Geodetic Survey in June 1991..
 GY1330
 GY1330.The geoid height was determined by GEOID03.
 GY1330
 GY1330.The dynamic height is computed by dividing the NAVD 88
 GY1330.geopotential number by the normal gravity value computed on the
 GY1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1330.degrees latitude (g = 980.6199 gals.).
 GY1330
 GY1330.The modeled gravity was interpolated from observed gravity values.
 GY1330
 GY1330;                    North         East    Units  Estimated Accuracy
 GY1330;SPC KY1Z     - 1,160,910.    1,761,110.      MT  (+/- 180 meters Scaled)
 GY1330
 GY1330                          SUPERSEDED SURVEY CONTROL
 GY1330
 GY1330  NGVD 29 (??/??/92)  190.132  (m)          623.79   (f) ADJ UNCH    2 0
 GY1330
 GY1330.Superseded values are not recommended for survey control.
 GY1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1330.See file dsdata.txt to determine how the superseded data were derived.
 GY1330
 GY1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB425791(NAD 83)
 GY1330_MARKER: DB = BENCH MARK DISK
 GY1330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1330_SP_SET: BRIDGE ABUTMENT
 GY1330_STAMPING: B 86 1935 623.791
 GY1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1330
 GY1330  HISTORY     - Date     Condition        Report By
 GY1330  HISTORY     - 1935     MONUMENTED       CGS
 GY1330  HISTORY     - 1956     GOOD             NGS
 GY1330
 GY1330                          STATION DESCRIPTION
 GY1330
 GY1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1330'AT EAST POINT.
 GY1330'AT EAST POINT, ALONG THE CHESAPEAKE AND OHIO RAILROAD 0.1 MILE
 GY1330'SOUTH OF THE STATION SIGN, IN THE TOP OF THE WEST END OF THE NORTH
 GY1330'ABUTMENT OF RAILROAD BRIDGE NO. 659, 11.5 FEET WEST OF THE WEST
 GY1330'RAIL OF THE SOUTH BOUND TRACK, ABOUT 4 FEET BELOW THE LEVEL OF
 GY1330'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0808 ***********************************************************************
 GY0808  DESIGNATION -  B 87
 GY0808  PID         -  GY0808
 GY0808  STATE/COUNTY-  KY/PIKE
 GY0808  USGS QUAD   -  PIKEVILLE (1992)
 GY0808
 GY0808                         *CURRENT SURVEY CONTROL
 GY0808  ___________________________________________________________________
 GY0808* NAD 83(1986)-  37 28 45.     (N)    082 31 11.     (W)     SCALED    
 GY0808* NAVD 88     -       208.280  (meters)     683.33   (feet)  ADJUSTED  
 GY0808  ___________________________________________________________________
 GY0808  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GY0808  DYNAMIC HT  -         208.122 (meters)     682.81  (feet)  COMP
 GY0808  MODELED GRAV-     979,864.9   (mgal)                       NAVD 88
 GY0808
 GY0808  VERT ORDER  -  SECOND    CLASS 0
 GY0808
 GY0808.The horizontal coordinates were scaled from a topographic map and have
 GY0808.an estimated accuracy of +/- 6 seconds.
 GY0808
 GY0808.The orthometric height was determined by differential leveling
 GY0808.and adjusted by the National Geodetic Survey in June 1991..
 GY0808
 GY0808.The geoid height was determined by GEOID03.
 GY0808
 GY0808.The dynamic height is computed by dividing the NAVD 88
 GY0808.geopotential number by the normal gravity value computed on the
 GY0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0808.degrees latitude (g = 980.6199 gals.).
 GY0808
 GY0808.The modeled gravity was interpolated from observed gravity values.
 GY0808
 GY0808;                    North         East    Units  Estimated Accuracy
 GY0808;SPC KY1Z     - 1,132,110.    1,785,640.      MT  (+/- 180 meters Scaled)
 GY0808
 GY0808                          SUPERSEDED SURVEY CONTROL
 GY0808
 GY0808  NGVD 29 (??/??/92)  208.482  (m)          683.99   (f) ADJ UNCH    2 0
 GY0808
 GY0808.Superseded values are not recommended for survey control.
 GY0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0808.See file dsdata.txt to determine how the superseded data were derived.
 GY0808
 GY0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB656491(NAD 83)
 GY0808_MARKER: DB = BENCH MARK DISK
 GY0808_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0808_SP_SET: BUILDING
 GY0808_STAMPING: B 87 1935 683.995
 GY0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0808
 GY0808  HISTORY     - Date     Condition        Report By
 GY0808  HISTORY     - 1935     MONUMENTED       CGS
 GY0808  HISTORY     - 1956     GOOD             NGS
 GY0808
 GY0808                          STATION DESCRIPTION
 GY0808
 GY0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0808'AT PIKEVILLE.
 GY0808'AT PIKEVILLE, AT THE CHESAPEAKE AND OHIO RAILROAD STATION, IN THE
 GY0808'WEST BRICK WALL OF THE DISPATCHERS OFFICE, UNDER THE MIDDLE WINDOW,
 GY0808'2 FEET ABOVE THE STATION PLATFORM, 1.5 FEET BELOW THE WINDOW, AND
 GY0808'ABOUT 3 FEET ABOVE THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2063 ***********************************************************************
 GY2063  DESIGNATION -  B 88
 GY2063  PID         -  GY2063
 GY2063  STATE/COUNTY-  KY/KNOTT
 GY2063  USGS QUAD   -  CARRIE (1992)
 GY2063
 GY2063                         *CURRENT SURVEY CONTROL
 GY2063  ___________________________________________________________________
 GY2063* NAD 83(1986)-  37 20 11.     (N)    083 04 37.     (W)     SCALED    
 GY2063* NAVD 88     -       299.949  (meters)     984.08   (feet)  ADJUSTED  
 GY2063  ___________________________________________________________________
 GY2063  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY2063  DYNAMIC HT  -         299.711 (meters)     983.30  (feet)  COMP
 GY2063  MODELED GRAV-     979,827.2   (mgal)                       NAVD 88
 GY2063
 GY2063  VERT ORDER  -  SECOND    CLASS 0
 GY2063
 GY2063.The horizontal coordinates were scaled from a topographic map and have
 GY2063.an estimated accuracy of +/- 6 seconds.
 GY2063
 GY2063.The orthometric height was determined by differential leveling
 GY2063.and adjusted by the National Geodetic Survey in June 1991..
 GY2063
 GY2063.The geoid height was determined by GEOID03.
 GY2063
 GY2063.The dynamic height is computed by dividing the NAVD 88
 GY2063.geopotential number by the normal gravity value computed on the
 GY2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2063.degrees latitude (g = 980.6199 gals.).
 GY2063
 GY2063.The modeled gravity was interpolated from observed gravity values.
 GY2063
 GY2063;                    North         East    Units  Estimated Accuracy
 GY2063;SPC KY1Z     - 1,114,720.    1,736,840.      MT  (+/- 180 meters Scaled)
 GY2063
 GY2063                          SUPERSEDED SURVEY CONTROL
 GY2063
 GY2063  NGVD 29 (??/??/92)  300.113  (m)          984.62   (f) ADJ UNCH    2 0
 GY2063
 GY2063.Superseded values are not recommended for survey control.
 GY2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2063.See file dsdata.txt to determine how the superseded data were derived.
 GY2063
 GY2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB160342(NAD 83)
 GY2063_MARKER: DB = BENCH MARK DISK
 GY2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2063_STAMPING: B 88 1935 984.621
 GY2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2063+STABILITY: SURFACE MOTION
 GY2063
 GY2063  HISTORY     - Date     Condition        Report By
 GY2063  HISTORY     - 1935     MONUMENTED       CGS
 GY2063  HISTORY     - 1956     GOOD             NGS
 GY2063  HISTORY     - 19940610 MARK NOT FOUND   KYDT
 GY2063  HISTORY     - 19960612 MARK NOT FOUND   KYDT
 GY2063
 GY2063                          STATION DESCRIPTION
 GY2063
 GY2063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2063'4.4 MI E FROM DWARF.
 GY2063'4.4 MILES EAST ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF STATE
 GY2063'HIGHWAY 15 AT DWARF, 0.05 MILE WEST OF EMMALENA POST OFFICE,
 GY2063'75 YARDS SOUTH SOUTHEAST AND ACROSS HIGHWAY FROM MODERN STONE
 GY2063'HOUSE, 100 YARDS NORTHWEST OF LARGE BARN, 33 YARDS SOUTHEAST
 GY2063'OF LARGE CONCRETE CULVERT, 28 FEET SOUTH OF THE CENTER LINE OF
 GY2063'HIGHWAY, 2 FEET NORTH OF FENCE LINE AND ABOUT LEVEL WITH HIGHWAY.
 GY2063
 GY2063                          STATION RECOVERY (1994)
 GY2063
 GY2063'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY2063'POSSIBLY GRADED OUT WHEN EMMALENA ELEMENTARY SCHOOL BUILT IN LATE
 GY2063'60'S.
 GY2063
 GY2063                          STATION RECOVERY (1996)
 GY2063
 GY2063'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2063'BELIEVE MARK TORN OUT WHEN EMMALENA ELEMENTARY SCHOOL BUILT AT THIS
 GY2063'LOCATION IN LATE 1960'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1521 ***********************************************************************
 GY1521  DESIGNATION -  B 89
 GY1521  PID         -  GY1521
 GY1521  STATE/COUNTY-  KY/FLOYD
 GY1521  USGS QUAD   -  MARTIN (1992)
 GY1521
 GY1521                         *CURRENT SURVEY CONTROL
 GY1521  ___________________________________________________________________
 GY1521* NAD 83(1986)-  37 33 21.     (N)    082 46 25.     (W)     SCALED    
 GY1521* NAVD 88     -       200.747  (meters)     658.62   (feet)  ADJUSTED  
 GY1521  ___________________________________________________________________
 GY1521  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GY1521  DYNAMIC HT  -         200.592 (meters)     658.11  (feet)  COMP
 GY1521  MODELED GRAV-     979,854.6   (mgal)                       NAVD 88
 GY1521
 GY1521  VERT ORDER  -  SECOND    CLASS 0
 GY1521
 GY1521.The horizontal coordinates were scaled from a topographic map and have
 GY1521.an estimated accuracy of +/- 6 seconds.
 GY1521
 GY1521.The orthometric height was determined by differential leveling
 GY1521.and adjusted by the National Geodetic Survey in June 1991..
 GY1521
 GY1521.The geoid height was determined by GEOID03.
 GY1521
 GY1521.The dynamic height is computed by dividing the NAVD 88
 GY1521.geopotential number by the normal gravity value computed on the
 GY1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1521.degrees latitude (g = 980.6199 gals.).
 GY1521
 GY1521.The modeled gravity was interpolated from observed gravity values.
 GY1521
 GY1521;                    North         East    Units  Estimated Accuracy
 GY1521;SPC KY1Z     - 1,139,870.    1,762,930.      MT  (+/- 180 meters Scaled)
 GY1521
 GY1521                          SUPERSEDED SURVEY CONTROL
 GY1521
 GY1521  NGVD 29 (??/??/92)  200.932  (m)          659.22   (f) ADJ UNCH    2 0
 GY1521
 GY1521.Superseded values are not recommended for survey control.
 GY1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1521.See file dsdata.txt to determine how the superseded data were derived.
 GY1521
 GY1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB433580(NAD 83)
 GY1521_MARKER: DB = BENCH MARK DISK
 GY1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1521_STAMPING: B 89 1935 659.224
 GY1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1521+STABILITY: SURFACE MOTION
 GY1521
 GY1521  HISTORY     - Date     Condition        Report By
 GY1521  HISTORY     - 1935     MONUMENTED       CGS
 GY1521  HISTORY     - 1952     GOOD             NGS
 GY1521  HISTORY     - 1956     GOOD             NGS
 GY1521  HISTORY     - 1980     GOOD             DOD
 GY1521
 GY1521                          STATION DESCRIPTION
 GY1521
 GY1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY1521'1.6 MI SW FROM MARTIN.
 GY1521'ABOUT 1.65 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GY1521'FROM THE STATION AT MARTIN, ABOUT 0.25 MILE SOUTHWEST OF RAILROAD
 GY1521'JUNCTION AT STEPHENS BRANCH JUNCTION, ABOUT 0.1 MILE SOUTH OF
 GY1521'CROSSING OF STATE HIGHWAY 850, ABOUT 0.1 MILE NORTH OF NORTH
 GY1521'END OF A RAILWAY TUNNEL, AT CROSSING OF A PRIVATE ROAD, 38.3
 GY1521'FEET WEST OF WEST RAIL AT CENTER OF CROSSING, 6 1/2 FEET NORTH OF
 GY1521'CENTER LINE OF DRIVE WAY, 49 1/2 FEET NORTHEAST AND ACROSS DRIVE
 GY1521'FROM THE NORTHEAST PORCH CORNER OF AN UNPAINTED FRAME HOUSE,
 GY1521'224 1/2 FEET EAST OF SOUTHEAST CORNER OF MILES MAY RESIDENCE,
 GY1521'ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A
 GY1521'CONCRETE POST ABOUT 4 INCHES UNDERGROUND.
 GY1521
 GY1521                          STATION RECOVERY (1956)
 GY1521
 GY1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1521'RECOVERED IN GOOD CONDITION.
 GY1521
 GY1521                          STATION RECOVERY (1980)
 GY1521
 GY1521'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1551 ***********************************************************************
 HY1551  DESIGNATION -  B 90
 HY1551  PID         -  HY1551
 HY1551  STATE/COUNTY-  KY/ELLIOTT
 HY1551  USGS QUAD   -  SANDY HOOK (1978)
 HY1551
 HY1551                         *CURRENT SURVEY CONTROL
 HY1551  ___________________________________________________________________
 HY1551* NAD 83(1986)-  38 03 42.     (N)    083 10 28.     (W)     SCALED    
 HY1551* NAVD 88     -       232.696  (meters)     763.44   (feet)  ADJUSTED  
 HY1551  ___________________________________________________________________
 HY1551  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HY1551  DYNAMIC HT  -         232.532 (meters)     762.90  (feet)  COMP
 HY1551  MODELED GRAV-     979,919.0   (mgal)                       NAVD 88
 HY1551
 HY1551  VERT ORDER  -  SECOND    CLASS 0
 HY1551
 HY1551.The horizontal coordinates were scaled from a topographic map and have
 HY1551.an estimated accuracy of +/- 6 seconds.
 HY1551
 HY1551.The orthometric height was determined by differential leveling
 HY1551.and adjusted by the National Geodetic Survey in June 1991..
 HY1551
 HY1551.The geoid height was determined by GEOID03.
 HY1551
 HY1551.The dynamic height is computed by dividing the NAVD 88
 HY1551.geopotential number by the normal gravity value computed on the
 HY1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1551.degrees latitude (g = 980.6199 gals.).
 HY1551
 HY1551.The modeled gravity was interpolated from observed gravity values.
 HY1551
 HY1551;                    North         East    Units  Estimated Accuracy
 HY1551;SPC KY1Z     - 1,194,930.    1,725,980.      MT  (+/- 180 meters Scaled)
 HY1551
 HY1551                          SUPERSEDED SURVEY CONTROL
 HY1551
 HY1551  NGVD 29 (??/??/92)  232.87   (m)          764.0    (f) COMPUTED    2 0
 HY1551
 HY1551.Superseded values are not recommended for survey control.
 HY1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1551.See file dsdata.txt to determine how the superseded data were derived.
 HY1551
 HY1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC092148(NAD 83)
 HY1551_MARKER: DB = BENCH MARK DISK
 HY1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1551_STAMPING: B 90 1935
 HY1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1551+STABILITY: SURFACE MOTION
 HY1551
 HY1551  HISTORY     - Date     Condition        Report By
 HY1551  HISTORY     - 1935     MONUMENTED       CGS
 HY1551
 HY1551                          STATION DESCRIPTION
 HY1551
 HY1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY1551'3.4 MI SW FROM SANDY HOOK.
 HY1551'ON STATE HIGHWAY NO. 7, IN NORTHEAST CORNER OF INTERSECTION WITH
 HY1551'ROAD LEADING TO HOME OF MILBURN ADKINS, 12 YARDS SOUTHEAST OF
 HY1551'LARGE BOULDER ON WEST SIDE OF HIGHWAY, 16 FEET EAST OF CENTER
 HY1551'OF HIGHWAY, 1 FOOT ABOVE HIGHWAY SURFACE, ON TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1552 ***********************************************************************
 HY1552  DESIGNATION -  B 90 RESET 1936
 HY1552  PID         -  HY1552
 HY1552  STATE/COUNTY-  KY/ELLIOTT
 HY1552  USGS QUAD   -  SANDY HOOK (1978)
 HY1552
 HY1552                         *CURRENT SURVEY CONTROL
 HY1552  ___________________________________________________________________
 HY1552* NAD 83(1986)-  38 03 42.     (N)    083 10 28.     (W)     SCALED    
 HY1552* NAVD 88     -       233.411  (meters)     765.78   (feet)  ADJUSTED  
 HY1552  ___________________________________________________________________
 HY1552  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HY1552  DYNAMIC HT  -         233.247 (meters)     765.24  (feet)  COMP
 HY1552  MODELED GRAV-     979,919.0   (mgal)                       NAVD 88
 HY1552
 HY1552  VERT ORDER  -  SECOND    CLASS 0
 HY1552
 HY1552.The horizontal coordinates were scaled from a topographic map and have
 HY1552.an estimated accuracy of +/- 6 seconds.
 HY1552
 HY1552.The orthometric height was determined by differential leveling
 HY1552.and adjusted by the National Geodetic Survey in June 1991..
 HY1552
 HY1552.The geoid height was determined by GEOID03.
 HY1552
 HY1552.The dynamic height is computed by dividing the NAVD 88
 HY1552.geopotential number by the normal gravity value computed on the
 HY1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1552.degrees latitude (g = 980.6199 gals.).
 HY1552
 HY1552.The modeled gravity was interpolated from observed gravity values.
 HY1552
 HY1552;                    North         East    Units  Estimated Accuracy
 HY1552;SPC KY1Z     - 1,194,930.    1,725,980.      MT  (+/- 180 meters Scaled)
 HY1552
 HY1552                          SUPERSEDED SURVEY CONTROL
 HY1552
 HY1552  NGVD 29 (??/??/92)  233.58   (m)          766.3    (f) COMPUTED    2 0
 HY1552
 HY1552.Superseded values are not recommended for survey control.
 HY1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1552.See file dsdata.txt to determine how the superseded data were derived.
 HY1552
 HY1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC092148(NAD 83)
 HY1552_MARKER: DB = BENCH MARK DISK
 HY1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1552_SP_SET: STONE POST
 HY1552_STAMPING: B 90 RESET 1936
 HY1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1552+STABILITY: SURFACE MOTION
 HY1552
 HY1552  HISTORY     - Date     Condition        Report By
 HY1552  HISTORY     - 1936     MONUMENTED       CGS
 HY1552  HISTORY     - 1940     GOOD             NGS
 HY1552
 HY1552                          STATION DESCRIPTION
 HY1552
 HY1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HY1552'3.4 MI SW FROM SANDY HOOK.
 HY1552'3.4 MILES S.W. OF THE POST OFFICE AT SANDY HOOK, ALONG STATE
 HY1552'RT. 7, 77.5 FT. N.E. OF THE CENTER OF THE DRIVE TO FARM ACROSS
 HY1552'CREEK, 33.0 FT. N.W. OF THE CENTER OF RT. 7, 49.0 FT. S.W. OF
 HY1552'THE S.W. END OF CONCRETE CULVERT, 0.6 S. OF WHITE MARKER POST.
 HY1552'IN SAND STONE POST 3.0 FT. LONG, 12 IN. BY 14 IN., SET FLUSH WITH
 HY1552'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1553 ***********************************************************************
 HY1553  DESIGNATION -  B 90 RESET 1940
 HY1553  PID         -  HY1553
 HY1553  STATE/COUNTY-  KY/ELLIOTT
 HY1553  USGS QUAD   -  SANDY HOOK (1978)
 HY1553
 HY1553                         *CURRENT SURVEY CONTROL
 HY1553  ___________________________________________________________________
 HY1553* NAD 83(1986)-  38 03 42.     (N)    083 10 28.     (W)     SCALED    
 HY1553* NAVD 88     -       233.41   (+/-2cm)     765.8    (feet)  VERTCON   
 HY1553  ___________________________________________________________________
 HY1553  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HY1553
 HY1553  VERT ORDER  -  ? (See Below)
 HY1553
 HY1553.The horizontal coordinates were scaled from a topographic map and have
 HY1553.an estimated accuracy of +/- 6 seconds.
 HY1553
 HY1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY1553.The vertical order pertains to the NGVD 29 superseded value.
 HY1553
 HY1553.The geoid height was determined by GEOID03.
 HY1553
 HY1553;                    North         East    Units  Estimated Accuracy
 HY1553;SPC KY1Z     - 1,194,930.    1,725,980.      MT  (+/- 180 meters Scaled)
 HY1553
 HY1553                          SUPERSEDED SURVEY CONTROL
 HY1553
 HY1553  NGVD 29 (??/??/92)  233.582  (m)          766.34   (f) ADJ UNCH    ?  
 HY1553
 HY1553.Superseded values are not recommended for survey control.
 HY1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1553.See file dsdata.txt to determine how the superseded data were derived.
 HY1553
 HY1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC092148(NAD 83)
 HY1553_MARKER: DB = BENCH MARK DISK
 HY1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1553_SP_SET: STONE POST
 HY1553_STAMPING: B 90 RESET 1936 766.344
 HY1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1553+STABILITY: SURFACE MOTION
 HY1553
 HY1553  HISTORY     - Date     Condition        Report By
 HY1553  HISTORY     - 1936     MONUMENTED       CGS
 HY1553  HISTORY     - 1955     GOOD             NGS
 HY1553
 HY1553                          STATION DESCRIPTION
 HY1553
 HY1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1553'3.4 MI SW FROM SANDY HOOK.
 HY1553'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 HY1553'IN SANDY HOOK, 79.0 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY
 HY1553'AT THE CENTER LINE OF A DRIVEWAY TO FARM HOUSE ACROSS CREEK, 44.5
 HY1553'FEET WEST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF
 HY1553'CULVERT, 33.0 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 3.9 FEET
 HY1553'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, 1.8 FEET ABOVE THE
 HY1553'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0900 ***********************************************************************
 HY0900  DESIGNATION -  B 92
 HY0900  PID         -  HY0900
 HY0900  STATE/COUNTY-  KY/LAWRENCE
 HY0900  USGS QUAD   -  MAZIE (1978)
 HY0900
 HY0900                         *CURRENT SURVEY CONTROL
 HY0900  ___________________________________________________________________
 HY0900* NAD 83(1986)-  38 01 31.     (N)    082 55 56.     (W)     SCALED    
 HY0900* NAVD 88     -       212.055  (meters)     695.72   (feet)  ADJUSTED  
 HY0900  ___________________________________________________________________
 HY0900  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HY0900  DYNAMIC HT  -         211.904 (meters)     695.22  (feet)  COMP
 HY0900  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 HY0900
 HY0900  VERT ORDER  -  SECOND    CLASS 0
 HY0900
 HY0900.The horizontal coordinates were scaled from a topographic map and have
 HY0900.an estimated accuracy of +/- 6 seconds.
 HY0900
 HY0900.The orthometric height was determined by differential leveling
 HY0900.and adjusted by the National Geodetic Survey in June 1991..
 HY0900
 HY0900.The geoid height was determined by GEOID03.
 HY0900
 HY0900.The dynamic height is computed by dividing the NAVD 88
 HY0900.geopotential number by the normal gravity value computed on the
 HY0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0900.degrees latitude (g = 980.6199 gals.).
 HY0900
 HY0900.The modeled gravity was interpolated from observed gravity values.
 HY0900
 HY0900;                    North         East    Units  Estimated Accuracy
 HY0900;SPC KY1Z     - 1,191,510.    1,747,350.      MT  (+/- 180 meters Scaled)
 HY0900
 HY0900                          SUPERSEDED SURVEY CONTROL
 HY0900
 HY0900  NGVD 29 (??/??/92)  212.250  (m)          696.36   (f) ADJ UNCH    2 0
 HY0900
 HY0900.Superseded values are not recommended for survey control.
 HY0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0900.See file dsdata.txt to determine how the superseded data were derived.
 HY0900
 HY0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC304103(NAD 83)
 HY0900_MARKER: DB = BENCH MARK DISK
 HY0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0900_STAMPING: B 92 1935 696.357
 HY0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0900+STABILITY: SURFACE MOTION
 HY0900
 HY0900  HISTORY     - Date     Condition        Report By
 HY0900  HISTORY     - 1935     MONUMENTED       CGS
 HY0900  HISTORY     - 1955     GOOD             NGS
 HY0900
 HY0900                          STATION DESCRIPTION
 HY0900
 HY0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0900'6.6 MI W FROM BLAINE.
 HY0900'6.65 MILES WEST ALONG STATE HIGHWAY 32 FROM THE BANK AT
 HY0900'BLAINE, TO A SIDE ROAD NORTH, THENCE NORTH 0.1 MILE TO SMALL
 HY0900'WHITE BUILDING EAST OF ROAD, THIS IS CAM CREEK VOTING HOUSE,
 HY0900'DISTRICT 28, IN CULTIVATED FIELD WEST OF ROAD, 109.4 FEET
 HY0900'NORTHWEST OF THE NORTH END OF A CONCRETE PIPE CULVERT UNDER
 HY0900'THE DRIVE TO VOTING HOUSE, 108.0 FEET (SLOPE) WEST OF THE
 HY0900'NORTHWEST CORNER OF THE CONCRETE BLOCK SUPPORT UNDER THIS
 HY0900'CORNER OF BUILDING, 71.3 FEET (SLOPE) WEST OF THE CENTER OF
 HY0900'THE ROAD, 3.5 FEET BELOW THE LEVEL OF ROAD AT CULVERT.
 HY0900'NOTE-- THIS MARK IS LIKELY TO GET COVERED WITH DIRT WHEN FIELD IS
 HY0900'CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0636 ***********************************************************************
 JZ0636  DESIGNATION -  B RESET
 JZ0636  PID         -  JZ0636
 JZ0636  STATE/COUNTY-  KY/KENTON
 JZ0636  USGS QUAD   -  COVINGTON (1987)
 JZ0636
 JZ0636                         *CURRENT SURVEY CONTROL
 JZ0636  ___________________________________________________________________
 JZ0636* NAD 83(1986)-  39 05 18.     (N)    084 30 33.     (W)     SCALED    
 JZ0636* NAVD 88     -       154.689  (meters)     507.51   (feet)  ADJUSTED  
 JZ0636  ___________________________________________________________________
 JZ0636  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0636  DYNAMIC HT  -         154.590 (meters)     507.18  (feet)  COMP
 JZ0636  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JZ0636
 JZ0636  VERT ORDER  -  FIRST     CLASS II
 JZ0636
 JZ0636.The horizontal coordinates were scaled from a topographic map and have
 JZ0636.an estimated accuracy of +/- 6 seconds.
 JZ0636
 JZ0636.The orthometric height was determined by differential leveling
 JZ0636.and adjusted by the National Geodetic Survey in June 1991..
 JZ0636
 JZ0636.The geoid height was determined by GEOID03.
 JZ0636
 JZ0636.The dynamic height is computed by dividing the NAVD 88
 JZ0636.geopotential number by the normal gravity value computed on the
 JZ0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0636.degrees latitude (g = 980.6199 gals.).
 JZ0636
 JZ0636.The modeled gravity was interpolated from observed gravity values.
 JZ0636
 JZ0636;                    North         East    Units  Estimated Accuracy
 JZ0636;SPC KY1Z     - 1,306,500.    1,607,370.      MT  (+/- 180 meters Scaled)
 JZ0636
 JZ0636                          SUPERSEDED SURVEY CONTROL
 JZ0636
 JZ0636  NGVD 29 (??/??/??)  154.91   (m)          508.2    (f) RESET       3  
 JZ0636
 JZ0636.Superseded values are not recommended for survey control.
 JZ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0636.See file dsdata.txt to determine how the superseded data were derived.
 JZ0636
 JZ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ154295(NAD 83)
 JZ0636_MARKER: DB = BENCH MARK DISK
 JZ0636_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ0636+WITH SETTING: PAVEMENT
 JZ0636_SP_SET: STEPS
 JZ0636_STAMPING: B RESET 1968
 JZ0636_MARK LOGO: CGS   
 JZ0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0636+STABILITY: SURFACE MOTION
 JZ0636
 JZ0636  HISTORY     - Date     Condition        Report By
 JZ0636  HISTORY     - 1968     MONUMENTED       CGS
 JZ0636  HISTORY     - 1985     GOOD             NGS
 JZ0636
 JZ0636                          STATION DESCRIPTION
 JZ0636
 JZ0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JZ0636'AT COVINGTON.
 JZ0636'THE DISK IS SET IN A DRILL HOLE IN THE CONCRETE STEP OF THE EAST
 JZ0636'ENTRANCE AT THE SOUTHEAST CORNER OF THE LAWYERS BUILDING AT 106
 JZ0636'E 3RD STREET, 75 FEET EAST OF THE CENTERLINE OF SCOTT STREET,
 JZ0636'AND 25 FEET NORTH OF THE CENTERLINE OF E 3RD STREET.
 JZ0636
 JZ0636                          STATION RECOVERY (1985)
 JZ0636
 JZ0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3505 ***********************************************************************
 JZ3505  DESIGNATION -  B RESET
 JZ3505  PID         -  JZ3505
 JZ3505  STATE/COUNTY-  KY/KENTON
 JZ3505  USGS QUAD   -  COVINGTON (1987)
 JZ3505
 JZ3505                         *CURRENT SURVEY CONTROL
 JZ3505  ___________________________________________________________________
 JZ3505* NAD 83(1986)-  39 05 18.     (N)    084 30 33.     (W)     SCALED    
 JZ3505* NAVD 88     -       155.18   (meters)     509.1    (feet)  RESET     
 JZ3505  ___________________________________________________________________
 JZ3505  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3505
 JZ3505  VERT ORDER  -  THIRD
 JZ3505
 JZ3505.The horizontal coordinates were scaled from a topographic map and have
 JZ3505.an estimated accuracy of +/- 6 seconds.
 JZ3505
 JZ3505.The orthometric height was computed from unverified reset data.
 JZ3505.No vertical observational check was made to the station.
 JZ3505
 JZ3505.The geoid height was determined by GEOID03.
 JZ3505
 JZ3505;                    North         East    Units  Estimated Accuracy
 JZ3505;SPC KY1Z     - 1,306,500.    1,607,370.      MT  (+/- 180 meters Scaled)
 JZ3505
 JZ3505                          SUPERSEDED SURVEY CONTROL
 JZ3505
 JZ3505.No superseded survey control is available for this station.
 JZ3505
 JZ3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ154295(NAD 83)
 JZ3505_MARKER: DB = BENCH MARK DISK
 JZ3505_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ3505+WITH SETTING: PAVEMENT
 JZ3505_SP_SET: WATER VALUE BOX
 JZ3505_STAMPING: B RESET 1968 1990
 JZ3505_MARK LOGO: NGS   
 JZ3505_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3505+STABILITY: SURFACE MOTION
 JZ3505
 JZ3505  HISTORY     - Date     Condition        Report By
 JZ3505  HISTORY     - 1990     MONUMENTED       KYDT
 JZ3505
 JZ3505                          STATION DESCRIPTION
 JZ3505
 JZ3505'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1990
 JZ3505'IN COVINGTON, AT THE NORTHEAST CORNER OF THE COVINGTON CITY BUILDING,
 JZ3505'76 FEET WEST ALONG THE NORTH FENCE, 11.9 FEET NORTH OF THE NORTH
 JZ3505'FACE, 14.5 FEET EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF RETAINING
 JZ3505'WALL, 18.1 FEET NORTHEAST OF INTERSECTION OF NORTH FACE OF BUILDING
 JZ3505'AND EAST FACE OF RETAINING WALL, IN THE NORTHWEST CORNER OF VALUE
 JZ3505'BOX, ALSO BEING 31.5 FEET SOUTH OF CENTERLINE OF 3RD STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3282 ***********************************************************************
 GY3282  DESIGNATION -  BAD
 GY3282  PID         -  GY3282
 GY3282  STATE/COUNTY-  KY/LESLIE
 GY3282  USGS QUAD   -  CUTSHIN (1980)
 GY3282
 GY3282                         *CURRENT SURVEY CONTROL
 GY3282  ___________________________________________________________________
 GY3282* NAD 83(1993)-  37 03 21.87681(N)    083 19 05.04837(W)     ADJUSTED  
 GY3282* NAVD 88     -       652.     (meters)    2139.     (feet)  SCALED    
 GY3282  ___________________________________________________________________
 GY3282  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GY3282  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GY3282
 GY3282  HORZ ORDER  -  SECOND
 GY3282
 GY3282.The horizontal coordinates were established by classical geodetic methods
 GY3282.and adjusted by the National Geodetic Survey in December 1995..
 GY3282
 GY3282.The orthometric height was scaled from a topographic map.
 GY3282
 GY3282.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3282
 GY3282.The geoid height was determined by GEOID03.
 GY3282
 GY3282;                    North         East     Units Scale Factor Converg.
 GY3282;SPC KY1Z     - 1,083,032.406 1,716,288.125   MT  1.00000663   +1 29 35.2
 GY3282;SPC KY1Z     - 3,553,248.82  5,630,855.29   sFT  1.00000663   +1 29 35.2
 GY3282;SPC KY S     -   582,989.161   716,278.008   MT  0.99995711   +1 28 29.5
 GY3282;SPC KY S     - 1,912,690.27  2,349,988.76   sFT  0.99995711   +1 28 29.5
 GY3282;UTM  17      - 4,103,606.520   293,883.366   MT  1.00012339   -1 23 50.5
 GY3282
 GY3282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3282!SPC KY1Z     -   0.99990257  x   1.00000663  =   0.99990920
 GY3282!SPC KY S     -   0.99990257  x   0.99995711  =   0.99985968
 GY3282!UTM  17      -   0.99990257  x   1.00012339  =   1.00002594
 GY3282
 GY3282|---------------------------------------------------------------------|
 GY3282| PID    Reference Object                     Distance      Geod. Az  |
 GY3282|                                                           dddmmss.s |
 GY3282| DB8674 BAD RM 2                             10.529 METERS 09720     |
 GY3282| GY3287 BEECH FORK LOOKOUT TOWER            APPROX. 8.6 KM 2451208.4 |
 GY3282| DB8673 BAD RM 1                             10.202 METERS 33638     |
 GY3282|---------------------------------------------------------------------|
 GY3282
 GY3282                          SUPERSEDED SURVEY CONTROL
 GY3282
 GY3282  NAD 83(1986)-  37 03 21.88482(N)    083 19 05.05395(W) AD(       ) 2
 GY3282  NAD 27      -  37 03 21.55600(N)    083 19 05.40300(W) AD(       ) 2
 GY3282
 GY3282.Superseded values are not recommended for survey control.
 GY3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3282.See file dsdata.txt to determine how the superseded data were derived.
 GY3282
 GY3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB9388303607(NAD 83)
 GY3282_MARKER: DS = TRIANGULATION STATION DISK
 GY3282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3282
 GY3282  HISTORY     - Date     Condition        Report By
 GY3282  HISTORY     - 1950     MONUMENTED       CGS
 GY3282  HISTORY     - 19771201 MARK NOT FOUND   USGS
 GY3282  HISTORY     - 1979     MARK NOT FOUND   NGS
 GY3282  HISTORY     - 1985     MARK NOT FOUND   THOMAS
 GY3282
 GY3282                          STATION DESCRIPTION
 GY3282
 GY3282'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3282'STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF HAZARD AND ABOUT 8
 GY3282'MILES SOUTHEAST OF HYDEN.  IT IS 14 FEET SOUTHWEST OF A 8 INCH
 GY3282'LOCUST TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE AND 5 FEET
 GY3282'NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS A CAST IRON PIPE
 GY3282'6 INCHES IN DIAMETER FILLED WITH CONCRETE AND IS FLUSH WITH THE
 GY3282'GROUND WITH A STANDARD TRIANGULATION STATION MARK DISK ATOP STAMPED
 GY3282'BAD 1950.
 GY3282'
 GY3282'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF A 18 INCH OAK TREE WITH A
 GY3282'TRIANGLE BLAZE ON THE SOUTH SIDE.  THE MARK IS A CAST IRON PIPE
 GY3282'4 INCHES IN DIAMETER FILLED WITH CONCRETE AND PROJECTS 6 INCHES WITH
 GY3282'A STANDARD TRIANGULATION REFERENCE MARK DISK ATOP STAMPED BAD NO. 1
 GY3282'1950.
 GY3282'
 GY3282'REFERENCE MARK NO. 2 IS 13 FEET NORTH OF A 18 INCH HICKORY TREE WITH
 GY3282'A TRIANGLE BLAZE ON THE NORTH SIDE.  THE MARK IS A CAST IRON PIPE 4
 GY3282'INCHES IN DIAMETER FILLED WITH CONCRETE AND PROJECTS 4 INCHES WITH A
 GY3282'STANDARD TRIANGULATION REFERENCE MARK DISK ATOP STAMPED BAD NO. 2
 GY3282'1950.
 GY3282'
 GY3282'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3282'
 GY3282'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 80 AND
 GY3282'NO. 15 WHICH IS ABOUT 2 MILES NORTH OF HAZARD, GO SOUTHWEST ON
 GY3282'STATE HIGHWAY NO. 80 FOR 14.85 MILES TO A GRAVEL T-ROAD LEFT, TURN
 GY3282'LEFT AND GO 2.05 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO
 GY3282'3.35 MILES TO THE CINDA POST OFFICE ON THE LEFT AND A CREEK ON THE
 GY3282'RIGHT, TURN RIGHT AND GO UP CREEK FOR 3.3 MILES TO A SCHOOL ON
 GY3282'THE RIGHT AND END OF TRUCK TRAVEL, HERE PACK SOUTHWEST ON FOOT PATH
 GY3282'FOR ABOUT 150 YARDS TO CREEK, PACK UP CREEK FOR ABOUT 15 MINUTES
 GY3282'TO WHERE CREEK FORKS, TURN RIGHT ON PATH UP CREEK TO ITS HEAD,
 GY3282'HERE PACK UP STEEP HILL TO THE TOP OF HILL AND THE STATION AS
 GY3282'DESCRIBED.  (1 HOUR PACK).
 GY3282'
 GY3282'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 GY3282
 GY3282                          STATION RECOVERY (1977)
 GY3282
 GY3282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (CB)
 GY3282'MARK NOT FOUND.
 GY3282
 GY3282                          STATION RECOVERY (1979)
 GY3282
 GY3282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GY3282'A LONG SEARCH WAS MADE BUT NOTHING WAS FOUND.  THERE HAS BEEN A FIRE
 GY3282'TOWER ERECTED AT THE SITE AND THE STATION IS ASSUMED DESTROYED BY
 GY3282'GRADING AND CONSTRUCTION OF THE TOWER.
 GY3282
 GY3282                          STATION RECOVERY (1985)
 GY3282
 GY3282'RECOVERY NOTE BY THOMAS ENG AND SURV 1985 (RGW)
 GY3282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2735 ***********************************************************************
 GZ2735  DESIGNATION -  BADGER
 GZ2735  PID         -  GZ2735
 GZ2735  STATE/COUNTY-  KY/LARUE
 GZ2735  USGS QUAD   -  HIBERNIA (1976)
 GZ2735
 GZ2735                         *CURRENT SURVEY CONTROL
 GZ2735  ___________________________________________________________________
 GZ2735* NAD 83(1993)-  37 27 46.97653(N)    085 31 31.75386(W)     ADJUSTED  
 GZ2735* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 GZ2735  ___________________________________________________________________
 GZ2735  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 GZ2735  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 GZ2735
 GZ2735  HORZ ORDER  -  SECOND
 GZ2735
 GZ2735.The horizontal coordinates were established by classical geodetic methods
 GZ2735.and adjusted by the National Geodetic Survey in December 1995..
 GZ2735
 GZ2735.The orthometric height was scaled from a topographic map.
 GZ2735
 GZ2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2735
 GZ2735.The geoid height was determined by GEOID03.
 GZ2735
 GZ2735;                    North         East     Units Scale Factor Converg.
 GZ2735;SPC KY1Z     - 1,125,403.128 1,519,861.031   MT  0.99993081   +0 08 16.2
 GZ2735;SPC KY1Z     - 3,692,260.10  4,986,410.73   sFT  0.99993081   +0 08 16.2
 GZ2735;SPC KY S     -   625,393.414   519,861.371   MT  0.99994792   +0 08 10.2
 GZ2735;SPC KY S     - 2,051,811.56  1,705,578.51   sFT  0.99994792   +0 08 10.2
 GZ2735;UTM  16      - 4,147,262.647   630,400.274   MT  0.99980946   +0 53 49.2
 GZ2735
 GZ2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2735!SPC KY1Z     -   0.99995397  x   0.99993081  =   0.99988478
 GZ2735!SPC KY S     -   0.99995397  x   0.99994792  =   0.99990189
 GZ2735!UTM  16      -   0.99995397  x   0.99980946  =   0.99976344
 GZ2735
 GZ2735:                Primary Azimuth Mark                     Grid Az
 GZ2735:SPC KY1Z     -  X 222                                    075 02 24.8
 GZ2735:SPC KY S     -  X 222                                    075 02 30.8
 GZ2735:UTM  16      -  X 222                                    074 16 51.8
 GZ2735
 GZ2735|---------------------------------------------------------------------|
 GZ2735| PID    Reference Object                     Distance      Geod. Az  |
 GZ2735|                                                           dddmmss.s |
 GZ2735| GZ2231 X 222                                              0751041.0 |
 GZ2735| CG7074 BADGER RM 1                          23.736 METERS 09543     |
 GZ2735| GZ2730 DURHAM                              APPROX.11.7 KM 1253314.7 |
 GZ2735| CG7075 BADGER RM 2                          23.827 METERS 33511     |
 GZ2735|---------------------------------------------------------------------|
 GZ2735
 GZ2735                          SUPERSEDED SURVEY CONTROL
 GZ2735
 GZ2735  NAD 83(1986)-  37 27 46.98455(N)    085 31 31.76232(W) AD(       ) 2
 GZ2735  NAD 27      -  37 27 46.76200(N)    085 31 31.87600(W) AD(       ) 2
 GZ2735
 GZ2735.Superseded values are not recommended for survey control.
 GZ2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2735.See file dsdata.txt to determine how the superseded data were derived.
 GZ2735
 GZ2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG3040047263(NAD 83)
 GZ2735_MARKER: DS = TRIANGULATION STATION DISK
 GZ2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2735
 GZ2735  HISTORY     - Date     Condition        Report By
 GZ2735  HISTORY     - 1951     MONUMENTED       CGS
 GZ2735  HISTORY     - 1961     MARK NOT FOUND   USGS
 GZ2735  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GZ2735
 GZ2735                          STATION DESCRIPTION
 GZ2735
 GZ2735'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2735'STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF CAMPBELLSVILLE AND
 GZ2735'12-1/2 MILES SOUTHEAST OF HODGENVILLE. IT IS 43 FEET SOUTHWEST OF A
 GZ2735'TRIPLE TRUNK OAK TREE AND 23 FEET WEST OF THE CENTER OF DIRT ROAD.
 GZ2735'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BADGER 1951.
 GZ2735'
 GZ2735'REFERENCE MARK NO. 1 IS 47 FEET SOUTHEAST OF THE CENTER OF DIRT ROAD
 GZ2735'AND 23.6 FEET SOUTH OF A 12 INCH WALNUT TREE. THE MARK IS FLUSH AND
 GZ2735'THE DISK IS STAMPED BADGER NO 1 1951.
 GZ2735'
 GZ2735'REFERENCE MARK NO. 2 IS 9 FEET WEST OF THE CENTER OF DIRT ROAD. THE
 GZ2735'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BADGER NO 2
 GZ2735'1951.
 GZ2735'
 GZ2735'BM X 222 WAS USED AS THE AZIMUTH MARK. IT IS 32 FEET NORTH OF THE
 GZ2735'CENTER OF STATE HIGHWAY NO. 462, 10 FEET WEST OF A TRIPLE TRUNK
 GZ2735'OAK TREE AND 2 FEET WEST OF A WHITE WITNESS POST. THE MARK IS A ROUND
 GZ2735'CONCRETE POST 12 INCHES IN DIAMETER WHICH PROJECTS 4 INCHES WITH A
 GZ2735'STANDARD USC AND GS BENCH MARK DISK SET IN THE TOP STAMPED X 222
 GZ2735'1951. (NOTE. THE MARK IS NOT VISIBLE FROM THE GROUND AND WOULD TAKE
 GZ2735'CONSIDERABLE CLEARING.)
 GZ2735'
 GZ2735'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 68 AND
 GZ2735'STATE HIGHWAY NO. 210 IN CAMPBELLSVILLE, GO NORTHWEST ON STATE
 GZ2735'HIGHWAY NO. 210 FOR 14.1 MILES TO THE JUNCTION OF STATE HIGHWAY NO.
 GZ2735'462, TURN RIGHT ON STATE HIGHWAY NO. 462 AND GO 0.8 MILE TO A DIRT
 GZ2735'SIDE ROAD LEFT, TURN LEFT ON DIRT ROAD AND GO 0.05 MILE TO THE
 GZ2735'STATION ON THE LEFT AS DESCRIBED.
 GZ2735'
 GZ2735'TO REACH X 222 FROM THE STATION RETURN TO HIGHWAY AND GO EAST ON
 GZ2735'HIGHWAY FOR 0.2 MILE TO THE MARK ON THE LEFT.
 GZ2735'
 GZ2735'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GZ2735
 GZ2735                          STATION RECOVERY (1961)
 GZ2735
 GZ2735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GZ2735'STATION NOT FOUND.  R.M. 1 WAS FOUND IN FAIRLY GOOD CONDITION.  ONE
 GZ2735'CORNER WAS CHIPPED OFF.  THE AZIMUTH MARK BM X 222 WAS ALSO FOUND IN
 GZ2735'GOOD CONDITION.  THE MARK ITSELF IS PROBABLY COVERED BY SOME FILL
 GZ2735'AND DEBRIS FROM CLEARING A PART OF THE FIELD THERE.  THERE IS A
 GZ2735'PILE OF ROOTS AND BRANCHES WHERE THE STATION WAS SUPPOSED TO BE.
 GZ2735
 GZ2735                          STATION RECOVERY (1988)
 GZ2735
 GZ2735'RECOVERY NOTE BY US POWER SQUADRON 1988 (EP)
 GZ2735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1734 ***********************************************************************
 GC1734  DESIGNATION -  BAKER
 GC1734  PID         -  GC1734
 GC1734  STATE/COUNTY-  KY/TRIGG
 GC1734  USGS QUAD   -  GRACEY (1974)
 GC1734
 GC1734                         *CURRENT SURVEY CONTROL
 GC1734  ___________________________________________________________________
 GC1734* NAD 83(1993)-  36 55 15.02227(N)    087 41 46.19853(W)     ADJUSTED  
 GC1734* NAVD 88     -       217.132  (meters)     712.37   (feet)  ADJUSTED  
 GC1734  ___________________________________________________________________
 GC1734  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 GC1734  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC1734  DYNAMIC HT  -         216.964 (meters)     711.82  (feet)  COMP
 GC1734  MODELED GRAV-     979,855.1   (mgal)                       NAVD 88
 GC1734
 GC1734  HORZ ORDER  -  FIRST
 GC1734  VERT ORDER  -  FIRST     CLASS II
 GC1734
 GC1734.The horizontal coordinates were established by classical geodetic methods
 GC1734.and adjusted by the National Geodetic Survey in December 1995..
 GC1734
 GC1734.The orthometric height was determined by differential leveling
 GC1734.and adjusted by the National Geodetic Survey in June 1991..
 GC1734
 GC1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1734
 GC1734.The geoid height was determined by GEOID03.
 GC1734
 GC1734.The dynamic height is computed by dividing the NAVD 88
 GC1734.geopotential number by the normal gravity value computed on the
 GC1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1734.degrees latitude (g = 980.6199 gals.).
 GC1734
 GC1734.The modeled gravity was interpolated from observed gravity values.
 GC1734
 GC1734;                    North         East     Units Scale Factor Converg.
 GC1734;SPC KY1Z     - 1,067,013.589 1,326,594.211   MT  1.00004284   -1 11 41.5
 GC1734;SPC KY1Z     - 3,500,693.75  4,352,334.51   sFT  1.00004284   -1 11 41.5
 GC1734;SPC KY S     -   566,983.598   326,606.319   MT  0.99997126   -1 10 49.0
 GC1734;SPC KY S     - 1,860,178.69  1,071,540.90   sFT  0.99997126   -1 10 49.0
 GC1734;UTM  16      - 4,086,317.196   437,993.282   MT  0.99964736   -0 25 05.5
 GC1734
 GC1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1734!SPC KY1Z     -   0.99997053  x   1.00004284  =   1.00001336
 GC1734!SPC KY S     -   0.99997053  x   0.99997126  =   0.99994179
 GC1734!UTM  16      -   0.99997053  x   0.99964736  =   0.99961790
 GC1734
 GC1734:                Primary Azimuth Mark                     Grid Az
 GC1734:SPC KY1Z     -  HOPKINSVILLE WATER TANK                  111 03 56.9
 GC1734:SPC KY S     -  HOPKINSVILLE WATER TANK                  111 03 04.4
 GC1734:UTM  16      -  HOPKINSVILLE WATER TANK                  110 17 20.9
 GC1734
 GC1734|---------------------------------------------------------------------|
 GC1734| PID    Reference Object                     Distance      Geod. Az  |
 GC1734|                                                           dddmmss.s |
 GC1734| GC2509 HOPKINSVILLE WATER TANK             APPROX.19.9 KM 1095215.4 |
 GC1734| GC1735 BAKER RM 1                           21.997 METERS 17938     |
 GC1734| GC2655 JULIEN                              APPROX.13.6 KM 1810432.9 |
 GC1734| GC1733 BAKER RM 2                           17.950 METERS 32240     |
 GC1734|---------------------------------------------------------------------|
 GC1734
 GC1734                          SUPERSEDED SURVEY CONTROL
 GC1734
 GC1734  NAD 83(1986)-  36 55 15.03154(N)    087 41 46.20143(W) AD(       ) 1
 GC1734  NAD 27      -  36 55 14.85500(N)    087 41 46.15400(W) AD(       ) 1
 GC1734  NGVD 29 (??/??/92)  217.13   (m)          712.4    (f) COMPUTED    1 2
 GC1734
 GC1734.Superseded values are not recommended for survey control.
 GC1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1734.See file dsdata.txt to determine how the superseded data were derived.
 GC1734
 GC1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3799386317(NAD 83)
 GC1734_MARKER: DS = TRIANGULATION STATION DISK
 GC1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1734_STAMPING: BAKER 1930
 GC1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1734+STABILITY: SURFACE MOTION
 GC1734
 GC1734  HISTORY     - Date     Condition        Report By
 GC1734  HISTORY     - 1930     MONUMENTED       CGS
 GC1734  HISTORY     - 1935     GOOD             CGS
 GC1734  HISTORY     - 1953     GOOD             CGS
 GC1734  HISTORY     - 1968     GOOD             CGS
 GC1734  HISTORY     - 1968     GOOD             NGS
 GC1734
 GC1734                          STATION DESCRIPTION
 GC1734
 GC1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC1734'ABOUT 12 MILES NORTHWEST OF HOPKINSVILLE AND 3 MILES NORTHWEST OF
 GC1734'GRACEY (A VILLAGE ON U. S. HIGHWAY 68), ON THE SOUTHERLY AND
 GC1734'HIGHEST END OF A PROMINENT RIDGE KNOWN AS BAKER KNOB (BUFFALO KNOB).
 GC1734'LAND IS OWNED BY M. E. BAREFIELD, WHO LIVES ON THE ROAD 1/2 MILE
 GC1734'WEST OF STATION.
 GC1734'
 GC1734'REACHED FROM HIGHWAY 68, 3-1/2 MILES WEST OF GRACEY TO ELIZABETH
 GC1734'CHURCH, NORTH OF HIGHWAY, TAKE DIRT ROAD THAT LEADS TO RIGHT, PAST
 GC1734'CHURCH OR WEST OF CHURCH FOR 2.9 MILES TO A NARROW BUSHY LANE LEADING
 GC1734'TO RIGHT, DUE EAST.  THIS LANE IS 0.2 MILE SOUTH OF BAREFIELDS
 GC1734'HOUSE, AND HEADS STRAIGHT FOR THE KNOB.  FOLLOW THE OLD WOODS-ROAD
 GC1734'EAST ACROSS FLAT AND UP THE HILL ABOUT 0.4 MILE TO A TRIANGULAR
 GC1734'BLAZE ON LEFT, TURN LEFT ON DIM WOODS-ROAD AND FOLLOW ABOUT 200 YARDS
 GC1734'TO STATION ON SUMMIT OF RIDGE.  STATION IS IN VERY SMALL OPENING IN
 GC1734'TIMBER ABOUT 4.2 METERS EAST OF TRIANGULAR BLAZE ON 8-INCH OAK.
 GC1734'
 GC1734'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GC1734'SET IN CONCRETE.
 GC1734'
 GC1734'REFERENCE MARK NO. 1 IS SOUTH OF STATION IN THICK WOODS.
 GC1734'
 GC1734'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION IN THICK WOODS.
 GC1734'
 GC1734'HEIGHT OF SIGNAL ABOVE STATION MARK-23 METERS.
 GC1734
 GC1734                          STATION RECOVERY (1935)
 GC1734
 GC1734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GC1734'SURFACE AND REFERENCE MARKERS IN GOOD CONDITION.  DESCRIPTIONS EASILY
 GC1734'FOLLOWED AND CORRECT.
 GC1734
 GC1734                          STATION RECOVERY (1953)
 GC1734
 GC1734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC1734'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GC1734'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS FAILED TO CHECK.
 GC1734'THE DIRECTION TO R. M. NO. 1 FAILED TO CHECK.  THE DIRECTION TO R.M.
 GC1734'NO. 2 CHECKED.  A NEW DESCRIPTION FOLLOWS-
 GC1734'
 GC1734'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF CADIZ AND 3 MILES
 GC1734'NORTHWEST OF GRACEY ON THE SOUTHERLY END OF A LONG RIDGE KNOWN
 GC1734'LOCALLY AS BAKER OR BUFFALO KNOB AND IS ON PROPERTY OWNED BY MR. EARL
 GC1734'ORTEN, IT IS 27 FEET WEST OF A 12 INCH BLAZED OAK TREE AND 5
 GC1734'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 GC1734'AND THE DISK IS STAMPED BAKER 1930.
 GC1734'
 GC1734'REFERENCE MARK NO. 1 IS 72.17 FEET SOUTH OF THE STATION AND 6 FEET
 GC1734'SOUTHWEST OF A 12 INCH BLAZED OAK TREE.  THE MARK PROJECTS ABOUT
 GC1734'4 INCHES AND THE DISK IS STAMPED BAKER NO 1 1930.
 GC1734'
 GC1734'REFERENCE MARK NO. 2 IS 58.89 FEET NORTHWEST OF THE STATION AND 25
 GC1734'FEET SOUTHWEST OF 10 INCH BLAZED OAK TREE.  THE MARK PROJECTS ABOUT
 GC1734'2 INCHES AND THE DISK IS STAMPED BAKER NO 2 1930.
 GC1734'
 GC1734'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC1734'HIGHWAY 128, ABOUT 0.8 MILE WEST OF GRACEY, GO NORTH ON HIGHWAY 128
 GC1734'FOR 2.45 MILES TO A BARN ON THE LEFT (STATION IS ABOUT 0.4 MILE DUE
 GC1734'WEST OF THIS POINT) CONTINUE NORTH ON HIGHWAY FOR 0.4 MILE TO A HOUSE
 GC1734'AND BARN ON THE LEFT (4-WHEEL DRIVE NEEDED FROM HERE TO STATION) TURN
 GC1734'LEFT THROUGH BARN LOT AND GO WEST UP HILL THROUGH WOODS FOR ABOUT
 GC1734'0.25 MILE TO TOP OF RIDGE, BEAR LEFT AND GO SOUTH AND SOUTHWEST ON
 GC1734'WOODS ROAD FOLLOWING TOP OF RIDGE FOR ABOUT 0.5 MILE TO STATION AS
 GC1734'DESCRIBED.
 GC1734'
 GC1734'HEIGHT OF LIGHT ABOVE STATION MARK -- 26 METERS.
 GC1734
 GC1734                          STATION RECOVERY (1968)
 GC1734
 GC1734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 GC1734'THE STATION MARK, STAMPED BAKER 1930 IS ABOUT 0.25 MILE EAST ALONG
 GC1734'THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT GRACEY, THENCE
 GC1734'1.15 MILES WEST ALONG U. S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE
 GC1734'3.2 MILES NORTHWEST ALONG STATE HIGHWAY 128 TO A BARN, THENCE
 GC1734'0.45 MILE SOUTHWEST CROSS-COUNTRY TO THE CREST OF A HILL, 0.6 MILE
 GC1734'WEST OF THE BUFFALO LICK BAPTIST CHURCH, 27-1/2 FEET WEST OF A
 GC1734'12-INCH HICKORY TREE WHICH BEARS A METAL WITNESS SHIELD, 11 FEET
 GC1734'NORTHEAST OF A 12-INCH OAK TREE WHICH BEARS A TRIANGULAR
 GC1734'SHAPED BLAZE ON THE NORTHEAST SIDE, 4.3 FEET SOUTH OF A 4- X
 GC1734'4-INCH WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GC1734'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 GC1734'
 GC1734'R. M. 1, STAMPED BAKER NO 1 1930 IS 72.17 FEET SOUTH OF THE STATION
 GC1734'MARK, 7-1/2 FEET SOUTHEAST OF A 16-INCH OAK TREE WHICH BEARS A
 GC1734'TRIANGULAR SHAPED BLAZE ON THE NORTHWEST SIDE, 28-1/2 FEET
 GC1734'SOUTHEAST OF A 16-INCH OAK TREE WHICH BEARS A METAL WITNESS SHIELD,
 GC1734'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 GC1734'SURFACE OF THE GROUND.
 GC1734'
 GC1734'R. M. 2, STAMPED BAKER 1930 NO II IS 58.89 FEET NORTHWEST OF THE
 GC1734'STATION MARK, 24-1/2 FEET SOUTHWEST OF A 16-INCH OAK TREE WHICH
 GC1734'BEARS A TRIANGULAR SHAPED BLAZE ON THE SOUTHWEST SIDE, 13-1/2 FEET
 GC1734'NORTHEAST OF A 12-INCH OAK TREE WHICH BEARS A TRIANGULAR
 GC1734'SHAPED BLAZE ON THE NORTHEAST SIDE, AND SET IN THE TOP OF A CONCRETE
 GC1734'POST PROJECTING 1 INCH ABOVE THE GROUND.
 GC1734'
 GC1734'NOTE--THESE MARKS WERE NOT LEVELED TO BY THIS PARTY IN 1968.
 GC1734'
 GC1734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.05 NORTHWEST.
 GC1734
 GC1734                          STATION RECOVERY (1968)
 GC1734
 GC1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC1734'5 MI NW FROM GRACEY.
 GC1734'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1734'STATION AT GRACEY, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 68
 GC1734'AND STATE HIGHWAY 80, THENCE 3.2 MILES NORTHWEST ALONG STATE
 GC1734'HIGHWAY 128 TO A BARN, THENCE 0.45 MILE SOUTHWEST CROSS-COUNTRY
 GC1734'TO THE CREST OF A HILL, 0.6 MILE WEST OF THE BUFFALO LICK BAPTIST
 GC1734'CHURCH, 27 1/2 FEET WEST OF A 12-INCH HICKORY TREE WHICH BEARS A
 GC1734'METAL WITNESS SHIELD, 11 FEET NORTHEAST OF A 12-INCH OAK TREE
 GC1734'WHICH BEARS A TRIANGULAR SHAPED BLAZE ON THE NORTHEAST SIDE, 72.17
 GC1734'FEET NORTH OF BAKER R.M. NO 1, 58.89 FEET SOUTHEAST OF BAKER
 GC1734'R.M. NO II, 4.3 FEET SOUTH OF A 4- X 4-INCH WOODEN WITNESS POST,
 GC1734'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 GC1734'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2375 ***********************************************************************
 GB2375  DESIGNATION -  BAKER
 GB2375  PID         -  GB2375
 GB2375  STATE/COUNTY-  KY/CUMBERLAND
 GB2375  USGS QUAD   -  BURKESVILLE (1982)
 GB2375
 GB2375                         *CURRENT SURVEY CONTROL
 GB2375  ___________________________________________________________________
 GB2375* NAD 83(1993)-  36 51 13.29291(N)    085 20 45.07826(W)     ADJUSTED  
 GB2375* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 GB2375  ___________________________________________________________________
 GB2375  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 GB2375  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GB2375
 GB2375  HORZ ORDER  -  FIRST
 GB2375
 GB2375.The horizontal coordinates were established by classical geodetic methods
 GB2375.and adjusted by the National Geodetic Survey in December 1995..
 GB2375
 GB2375.The orthometric height was scaled from a topographic map.
 GB2375
 GB2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2375
 GB2375.The geoid height was determined by GEOID03.
 GB2375
 GB2375;                    North         East     Units Scale Factor Converg.
 GB2375;SPC KY1Z     - 1,057,831.363 1,536,044.576   MT  1.00006286   +0 14 53.3
 GB2375;SPC KY1Z     - 3,470,568.40  5,039,506.25   sFT  1.00006286   +0 14 53.3
 GB2375;SPC KY S     -   557,823.196   536,041.605   MT  0.99998033   +0 14 42.4
 GB2375;SPC KY S     - 1,830,124.94  1,758,663.17   sFT  0.99998033   +0 14 42.4
 GB2375;UTM  16      - 4,079,919.144   647,466.626   MT  0.99986791   +0 59 32.2
 GB2375
 GB2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2375!SPC KY1Z     -   0.99995749  x   1.00006286  =   1.00002034
 GB2375!SPC KY S     -   0.99995749  x   0.99998033  =   0.99993782
 GB2375!UTM  16      -   0.99995749  x   0.99986791  =   0.99982540
 GB2375
 GB2375|---------------------------------------------------------------------|
 GB2375| PID    Reference Object                     Distance      Geod. Az  |
 GB2375|                                                           dddmmss.s |
 GB2375| CG5512 BAKER RM 1                           12.158 METERS 00644     |
 GB2375| GB2376 ALLEN                               APPROX. 9.5 KM 2762834.2 |
 GB2375| CG5513 BAKER RM 2                            9.665 METERS 27746     |
 GB2375|---------------------------------------------------------------------|
 GB2375
 GB2375                          SUPERSEDED SURVEY CONTROL
 GB2375
 GB2375  NAD 83(1986)-  36 51 13.30354(N)    085 20 45.08489(W) AD(       ) 1
 GB2375  NAD 27      -  36 51 13.08000(N)    085 20 45.22000(W) AD(       ) 1
 GB2375
 GB2375.Superseded values are not recommended for survey control.
 GB2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2375.See file dsdata.txt to determine how the superseded data were derived.
 GB2375
 GB2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4746779919(NAD 83)
 GB2375_MARKER: DS = TRIANGULATION STATION DISK
 GB2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2375
 GB2375  HISTORY     - Date     Condition        Report By
 GB2375  HISTORY     - 1938     MONUMENTED       CGS
 GB2375  HISTORY     - 1939     GOOD             CGS
 GB2375  HISTORY     - 1951     GOOD             CGS
 GB2375
 GB2375                          STATION DESCRIPTION
 GB2375
 GB2375'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (GCM)
 GB2375'ABOUT 1 MILE AIRLINE WEST OF BAKERTON, AND 4-1/2 MILES AIRLINE
 GB2375'NORTH-NORTHEAST OF BURKESVILLE.  STATION IS ON THE HIGHEST
 GB2375'POINT OF SPUR ON TIMBERED RIDGE BETWEEN BEECH BRANCH AND BIG RENO
 GB2375'CREEK, ON THE EAST SIDE OF THE TRAIL ALONG TOP OF RIDGE, AND 9 METERS
 GB2375'NORTH-EAST OF TRIANGULAR BLAZE ON 12-INCH HICKORY, ON THE PROPERTY OF
 GB2375'DAYMER NOWBY.
 GB2375'
 GB2375'TO REACH FROM COURTHOUSE IN BURKESVILLE, GO NORTH ON ROUTE NO. 61 FOR
 GB2375'3.85 MILES TO A T-ROAD RIGHT AT SIGN BAKERTON, TURN RIGHT AND GO
 GB2375'1.7 MILES TO ROCK ROAD FORKS, TAKE LEFT FORK AND GO 0.05 MILE TO A
 GB2375'POOR WOODS ROAD TO LEFT, CROSSING A DITCH, TURN LEFT AND GO 0.1 MILE
 GB2375'TO A TRIPLE-NOTCHED-BLAZED-TREE, OPPOSITE A FENCE CORNER.  THIS IS
 GB2375'THE END OF TRUCK TRAVEL.  FROM HERE PICK UP BLAZED TRAIL AND GO
 GB2375'NORTH UP SIDE OF MOUNTAIN 300 YARDS TO HIGHEST POINT AND STATION.
 GB2375'
 GB2375'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GB2375'SET IN CONCRETE.
 GB2375'
 GB2375'REFERENCE MARK NO. 1 IS NORTH OF STATION ON LEFT FORK OF TRAIL JUST
 GB2375'NORTH OF THE FORKS IN THE TRAIL.  REFERENCE MARK NO. 2 IS WEST OF THE
 GB2375'TRAIL.  REFERENCE MARK NO. 3 IS A STANDARD AZIMUTH DISK STAMPED BAKER
 GB2375'NO. 3 1938.  IT IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE WEST
 GB2375'END OF A CONCRETE AND ROCK CULVERT UNDER THE HIGHWAY, ABOUT 100
 GB2375'METERS NORTHEAST OF FRANK NEHERLYS BARN, AND ABOUT 0.3 MILE
 GB2375'SOUTHEAST OF STATION.
 GB2375
 GB2375                          STATION RECOVERY (1939)
 GB2375
 GB2375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 GB2375'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED BY G.C. MAST 1938.
 GB2375'ALL MARKS FOUND IN GOOD CONDITION.
 GB2375'
 GB2375'THE AZIMUTH SET IN 1938 IS NOT VISIBLE FROM THE STATION DUE TO DENSE
 GB2375'WOODS.
 GB2375
 GB2375                          STATION RECOVERY (1951)
 GB2375
 GB2375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GB2375'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GB2375'CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AND WILL
 GB2375'NOT SEE FROM THE TOP OF THE TOWER DUE TO TREES ON LINE.  THIS MARK
 GB2375'SHOULD BE CONSIDERED AS NO VALUE TO THE STATION.  THE DIRECTION TO
 GB2375'THE REFERENCE MARKS FAILED TO CHECK.  A COMPLETE NEW DESCRIPTION
 GB2375'FOLLOWS.
 GB2375'
 GB2375'STATION IS LOCATED ABOUT 4 MILES NORTH OF BURKESVILLE.  IT IS 38 FEET
 GB2375'NORTHWEST OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE WEST
 GB2375'SIDE AND 5 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 GB2375'8 INCHES AND THE DISK IS STAMPED BAKER 1938.
 GB2375'
 GB2375'REFERENCE MARK NO. 1 IS 39.89 FEET NORTH OF THE STATION.  THE MARK
 GB2375'PROJECTS 8 INCHES AND THE DISK IS STAMPED BAKER NO. 1 1938.
 GB2375'
 GB2375'REFERENCE MARK NO. 2 IS 31.71 FEET WEST OF THE STATION AND 14 FEET
 GB2375'NORTH OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE.
 GB2375'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED BAKER NO 2 1938.
 GB2375'
 GB2375'TO REACH THE STATION FROM THE CUMBERLAND COUNTY COURTHOUSE IN
 GB2375'BURKESVILLE, GO NORTH ON STATE HIGHWAY NO. 61 FOR 3.85 MILES TO
 GB2375'THE JUNCTION OF STATE HIGHWAY NO. 704, TURN RIGHT ON STATE HIGHWAY
 GB2375'NO. 704 AND GO 2.1 MILES TO THE END OF TRUCK TRAVEL, HERE PACK
 GB2375'NORTHWEST UP HILL TO THE TOP OF RIDGE WHICH IS 0.2 MILE, HERE TURN
 GB2375'LEFT AND GO WEST ALONG THE TOP OF RIDGE TO THE HIGHEST POINT OF
 GB2375'HILL WHICH IS 0.2 MILE AND THE STATION AS DESCRIBED.  (15 MINUTE
 GB2375'PACK)
 GB2375'
 GB2375'HEIGHT OF LIGHT ABOVE THE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3002 ***********************************************************************
 GZ3002  DESIGNATION -  BAKER RESET
 GZ3002  PID         -  GZ3002
 GZ3002  STATE/COUNTY-  KY/JESSAMINE
 GZ3002  USGS QUAD   -  LITTLE HICKMAN (1993)
 GZ3002
 GZ3002                         *CURRENT SURVEY CONTROL
 GZ3002  ___________________________________________________________________
 GZ3002* NAD 83(1993)-  37 50 08.05511(N)    084 34 46.94795(W)     ADJUSTED  
 GZ3002* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 GZ3002  ___________________________________________________________________
 GZ3002  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 GZ3002  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GZ3002
 GZ3002  HORZ ORDER  -  FIRST
 GZ3002
 GZ3002.The horizontal coordinates were established by classical geodetic methods
 GZ3002.and adjusted by the National Geodetic Survey in December 1995..
 GZ3002
 GZ3002.The orthometric height was scaled from a topographic map.
 GZ3002
 GZ3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3002
 GZ3002.The geoid height was determined by GEOID03.
 GZ3002
 GZ3002;                    North         East     Units Scale Factor Converg.
 GZ3002;SPC KY1Z     - 1,167,367.725 1,603,006.266   MT  0.99990520   +0 43 06.6
 GZ3002;SPC KY1Z     - 3,829,938.94  5,259,196.39   sFT  0.99990520   +0 43 06.6
 GZ3002;SPC KY N     -    37,299.264   470,975.826   MT  1.00002243   -0 12 18.4
 GZ3002;SPC KY N     -   122,372.67  1,545,193.19   sFT  1.00002243   -0 12 18.4
 GZ3002;SPC KY S     -   667,352.438   603,014.410   MT  0.99998362   +0 42 35.1
 GZ3002;SPC KY S     - 2,189,472.12  1,978,389.78   sFT  0.99998362   +0 42 35.1
 GZ3002;UTM  16      - 4,190,331.792   712,984.603   MT  1.00015875   +1 29 06.6
 GZ3002
 GZ3002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3002!SPC KY1Z     -   0.99995685  x   0.99990520  =   0.99986205
 GZ3002!SPC KY N     -   0.99995685  x   1.00002243  =   0.99997927
 GZ3002!SPC KY S     -   0.99995685  x   0.99998362  =   0.99994047
 GZ3002!UTM  16      -   0.99995685  x   1.00015875  =   1.00011559
 GZ3002
 GZ3002:                Primary Azimuth Mark                     Grid Az
 GZ3002:SPC KY1Z     -  NICHOLASVILLE S MUN STANDPIPE            004 27 14.5
 GZ3002:SPC KY N     -  NICHOLASVILLE S MUN STANDPIPE            005 22 39.5
 GZ3002:SPC KY S     -  NICHOLASVILLE S MUN STANDPIPE            004 27 46.0
 GZ3002:UTM  16      -  NICHOLASVILLE S MUN STANDPIPE            003 41 14.5
 GZ3002
 GZ3002|---------------------------------------------------------------------|
 GZ3002| PID    Reference Object                     Distance      Geod. Az  |
 GZ3002|                                                           dddmmss.s |
 GZ3002| GZ2999 NICHOLASVILLE S MUN STANDPIPE       APPROX. 4.7 KM 0051021.1 |
 GZ3002| GZ2995 NICHOLASVILLE JESSAMINE CTHSE       APPROX. 5.0 KM 0062916.9 |
 GZ3002| GZ2997 NICHOLASVILLE MUN PWR PLT STK       APPROX. 5.7 KM 0080052.3 |
 GZ3002| GZ2998 NICHOLASVILLE N MUN STANDPIPE       APPROX. 5.8 KM 0150613.1 |
 GZ3002| DB8679 BAKER RM 1                           51.898 METERS 05443     |
 GZ3002| DB8678 BAKER AZ MK                                        0833745.2 |
 GZ3002| DB8680 BAKER RM 2                           27.645 METERS 17314     |
 GZ3002| DB8681 BAKER RM 3                            4.624 METERS 29056     |
 GZ3002| GZ3005 WILMORE ASBURY COLLEGE TANK         APPROX. 8.0 KM 2924138.1 |
 GZ3002| DB8682 BAKER RM 4                            7.002 METERS 35607     |
 GZ3002|---------------------------------------------------------------------|
 GZ3002
 GZ3002                          SUPERSEDED SURVEY CONTROL
 GZ3002
 GZ3002  NAD 83(1986)-  37 50 08.06329(N)    084 34 46.95340(W) AD(       ) 1
 GZ3002  NAD 27      -  37 50 07.77900(N)    084 34 47.17100(W) AD(       ) 1
 GZ3002
 GZ3002.Superseded values are not recommended for survey control.
 GZ3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3002.See file dsdata.txt to determine how the superseded data were derived.
 GZ3002
 GZ3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1298590332(NAD 83)
 GZ3002_MARKER: DS = TRIANGULATION STATION DISK
 GZ3002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ3002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GZ3002
 GZ3002  HISTORY     - Date     Condition        Report By
 GZ3002  HISTORY     - 1935     MONUMENTED       CGS
 GZ3002  HISTORY     - 1951     GOOD             CGS
 GZ3002  HISTORY     - 1978     GOOD             NGS
 GZ3002
 GZ3002                          STATION DESCRIPTION
 GZ3002
 GZ3002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GZ3002'THE STATION IS ON A BARE HILL ABOUT 3 MILES N OF THE KENTUCKY RIVER,
 GZ3002'ABOUT 0.6 MILE E OF U.S. HIGHWAY 27, ABOUT 200 YARDS SE OF A
 GZ3002'LARGE NEW BARN, ABOUT 3-1/4 MILES S OF NICHOLASVILLE AND 17 MILES NE
 GZ3002'OF DANVILLE.
 GZ3002'
 GZ3002'THE STATION MARK IS 15 FEET E OF FENCE LINE, 55 FEET SSE OF A 36-INCH
 GZ3002'CHESTNUT OAK TREE, 23 FEET NE OF A 20-INCH TREE WITH TRIANGULAR
 GZ3002'BLAZE AND PROJECTS ABOUT 8 INCHES.
 GZ3002'
 GZ3002'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GZ3002'DISKS SET IN CONCRETE.
 GZ3002'
 GZ3002'REFERENCE MARK NO. 1 IS NNE OF THE STATION AT THE EDGE OF A WOODS, 9
 GZ3002'YARDS E OF A 12-INCH TRIPLE LOCUST TREE, 24 YARDS E OF FENCE LINE AND
 GZ3002'PROJECTS ABOUT 2 INCHES.
 GZ3002'
 GZ3002'REFERENCE MARK NO. 2 IS SE OF THE STATION AT THE N EDGE OF A LOCUST
 GZ3002'GROVE AND PROJECTS ABOUT 2 INCHES.
 GZ3002'
 GZ3002'AZIMUTH MARK IS NE OF THE STATION IN PASTURE, 4 FEET SW OF AN 18-INCH
 GZ3002'LOCUST TREE AND PROJECTS ABOUT 6 INCHES.
 GZ3002'
 GZ3002'TO REACH FROM THE POST OFFICE IN NICHOLASVILLE - GO S ON HIGHWAY 27
 GZ3002'FOR 2.8 MILES TO CROSS ROAD. TURN LEFT FOR 0.6 MILE TO J.W. FOSTERS
 GZ3002'RESIDENCE ON LEFT AT THE TOP OF A SLIGHT GRADE AND WIRE GATE ON
 GZ3002'RIGHT.
 GZ3002'
 GZ3002'TURN RIGHT THROUGH GATE AND GO 0.15 MILE TO LARGE NEW BARN. FROM HERE
 GZ3002'GO 200 YARDS SE OF FENCE LINE AT THE HIGHEST POINT AND STATION.
 GZ3002'
 GZ3002'A 64-FOOT TOWER WAS USED AND WILL CLEAR ALL LINES.
 GZ3002'
 GZ3002'NOTE--STATIONS ASBURY, NO.20, NO.36, AND HARRODS ARE VISIBLE FROM THE
 GZ3002'GROUND WITH A SLIGHT AMOUNT OF CLEARING.  ALL OTHER STATIONS
 GZ3002'ARE PROBABLY VISIBLE FROM THE GROUND WITH CONSIDERABLE CLEARING.
 GZ3002
 GZ3002                          STATION RECOVERY (1951)
 GZ3002
 GZ3002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ3002'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GZ3002'CONDITION. THE OLD DESCRIPTION IS ADEQUATE.
 GZ3002'
 GZ3002'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GZ3002
 GZ3002                          STATION RECOVERY (1978)
 GZ3002
 GZ3002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GZ3002'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE FOUND IN GOOD
 GZ3002'CONDITION.  THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 3
 GZ3002'WERE FOUND DESTROYED BY FARM EQUIPMENT.  A NEW SURFACE STATION MARK
 GZ3002'AND REFERENCE MARKS 3 AND 4 WERE WERE SET.  A NEW DESCRIPTION
 GZ3002'FOLLOW--
 GZ3002'
 GZ3002'THE STATION IS LOCATED ON THE PROPERTY OF MR. RONALD LANE, 501 W
 GZ3002'MAPLE STREET, NICHOLASVILLE, KY., 15 FEET EAST OF A FENCE, 45 FEET
 GZ3002'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 53 FEET SOUTHEAST OF
 GZ3002'A 48 INCH OAK TREE AND 22 FEET SOUTHEAST OF A METAL WITNESS POST.
 GZ3002'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BAKER 1935 1978.
 GZ3002'
 GZ3002'TO REACH THE STATION FROM THE U. S. POST OFFICE AT NICHOLASVILLE, GO
 GZ3002'SOUTH ON U. S. HIGHWAY 27 FOR 2.8 MILES TO A CROSSROAD.  TURN LEFT
 GZ3002'AND GO EAST ON THE PAVED ROAD FOR 0.8 MILE TO A DRIVEWAY RIGHT.  TURN
 GZ3002'RIGHT AND GO SOUTH ON THE DRIVEWAY FOR 0.2 MILE TO THE STATION
 GZ3002'ON THE RIGHT.
 GZ3002'
 GZ3002'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GZ3002'MAGNETS, STAMPED BAKER 1935 NO 3 1978, PROJECTING 3 INCHES, 6 INCHES
 GZ3002'EAST OF THE FENCE AND 53 FEET SOUTH OF THE 48 INCH OAK TREE.
 GZ3002'
 GZ3002'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GZ3002'MAGNETS, STAMPED BAKER 1935 NO 4 1978, PROJECTING 4 INCHES, 6 INCHES
 GZ3002'EAST OF THE FENCE, 6 INCHES NORTH OF A METAL WITNESS POST AND 34
 GZ3002'FEET SOUTH OF THE OAK TREE.
 GZ3002'
 GZ3002'THE AZIMUTH MARK IS IN AN OPEN PASTURE 0.2 MILE NORTHEAST OF THE
 GZ3002'STATION, 63 FEET NORTHWEST OF A 30 INCH LOCUST TREE, ABOUT 300 FEET
 GZ3002'SOUTH OF A LIGHT RED BRICK HOUSE, 15 FEET EAST OF A TRACK ROAD AND
 GZ3002'1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4
 GZ3002'INCHES AND THE DISK IS STAMPED BAKER AZI 1935.
 GZ3002'
 GZ3002'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES SOUTH
 GZ3002'OF NICHOLASVILLE.
 GZ3002'
 GZ3002'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1735 ***********************************************************************
 GC1735  DESIGNATION -  BAKER RM 1
 GC1735  PID         -  GC1735
 GC1735  STATE/COUNTY-  KY/TRIGG
 GC1735  USGS QUAD   -  GRACEY (1974)
 GC1735
 GC1735                         *CURRENT SURVEY CONTROL
 GC1735  ___________________________________________________________________
 GC1735* NAD 83(1986)-  36 55 15.     (N)    087 41 46.     (W)     SCALED    
 GC1735* NAVD 88     -       216.745  (meters)     711.10   (feet)  ADJUSTED  
 GC1735  ___________________________________________________________________
 GC1735  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC1735  DYNAMIC HT  -         216.578 (meters)     710.56  (feet)  COMP
 GC1735  MODELED GRAV-     979,855.1   (mgal)                       NAVD 88
 GC1735
 GC1735  VERT ORDER  -  FIRST     CLASS II
 GC1735
 GC1735.The horizontal coordinates were scaled from a topographic map and have
 GC1735.an estimated accuracy of +/- 6 seconds.
 GC1735
 GC1735.The orthometric height was determined by differential leveling
 GC1735.and adjusted by the National Geodetic Survey in June 1991..
 GC1735
 GC1735.The geoid height was determined by GEOID03.
 GC1735
 GC1735.The dynamic height is computed by dividing the NAVD 88
 GC1735.geopotential number by the normal gravity value computed on the
 GC1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1735.degrees latitude (g = 980.6199 gals.).
 GC1735
 GC1735.The modeled gravity was interpolated from observed gravity values.
 GC1735
 GC1735;                    North         East    Units  Estimated Accuracy
 GC1735;SPC KY1Z     - 1,067,010.    1,326,600.      MT  (+/- 180 meters Scaled)
 GC1735
 GC1735                          SUPERSEDED SURVEY CONTROL
 GC1735
 GC1735  NGVD 29 (??/??/92)  216.74   (m)          711.1    (f) COMPUTED    1 2
 GC1735
 GC1735.Superseded values are not recommended for survey control.
 GC1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1735.See file dsdata.txt to determine how the superseded data were derived.
 GC1735
 GC1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF379863(NAD 83)
 GC1735_MARKER: DR = REFERENCE MARK DISK
 GC1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1735_STAMPING: BAKER NO 1 1930
 GC1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1735+STABILITY: SURFACE MOTION
 GC1735
 GC1735  HISTORY     - Date     Condition        Report By
 GC1735  HISTORY     - 1930     MONUMENTED       CGS
 GC1735  HISTORY     - 1968     GOOD             NGS
 GC1735
 GC1735                          STATION DESCRIPTION
 GC1735
 GC1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1735'5 MI NW FROM GRACEY.
 GC1735'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1735'STATION AT GRACEY, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 68
 GC1735'AND STATE HIGHWAY 80, THENCE 3.2 MILES NORTHWEST ALONG STATE
 GC1735'HIGHWAY 128 TO A BARN, THENCE 0.45 MILE SOUTHWEST CROSS-COUNTRY
 GC1735'TO THE CREST OF A HILL, 0.6 MILE WEST OF THE BUFFALO LICK BAPTIST
 GC1735'CHURCH, 7 1/2 FEET SOUTHEAST OF A 16-INCH OAK TREE WHICH BEARS A
 GC1735'TRIANGULAR SHAPED BLAZE ON THE NORTHWEST SIDE, 72.17 FEET SOUTH
 GC1735'OF TRIANGULATION STATION BAKER 1930, 28 1/2 FEET SOUTHEAST OF A
 GC1735'16-INCH OAK TREE WHICH BEARS A METAL WITNESS SHIELD, AND SET IN
 GC1735'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE SURFACE
 GC1735'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1733 ***********************************************************************
 GC1733  DESIGNATION -  BAKER RM 2
 GC1733  PID         -  GC1733
 GC1733  STATE/COUNTY-  KY/TRIGG
 GC1733  USGS QUAD   -  GRACEY (1974)
 GC1733
 GC1733                         *CURRENT SURVEY CONTROL
 GC1733  ___________________________________________________________________
 GC1733* NAD 83(1986)-  36 55 15.     (N)    087 41 46.     (W)     SCALED    
 GC1733* NAVD 88     -       216.543  (meters)     710.44   (feet)  ADJUSTED  
 GC1733  ___________________________________________________________________
 GC1733  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC1733  DYNAMIC HT  -         216.376 (meters)     709.89  (feet)  COMP
 GC1733  MODELED GRAV-     979,855.1   (mgal)                       NAVD 88
 GC1733
 GC1733  VERT ORDER  -  FIRST     CLASS II
 GC1733
 GC1733.The horizontal coordinates were scaled from a topographic map and have
 GC1733.an estimated accuracy of +/- 6 seconds.
 GC1733
 GC1733.The orthometric height was determined by differential leveling
 GC1733.and adjusted by the National Geodetic Survey in June 1991..
 GC1733
 GC1733.The geoid height was determined by GEOID03.
 GC1733
 GC1733.The dynamic height is computed by dividing the NAVD 88
 GC1733.geopotential number by the normal gravity value computed on the
 GC1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1733.degrees latitude (g = 980.6199 gals.).
 GC1733
 GC1733.The modeled gravity was interpolated from observed gravity values.
 GC1733
 GC1733;                    North         East    Units  Estimated Accuracy
 GC1733;SPC KY1Z     - 1,067,010.    1,326,600.      MT  (+/- 180 meters Scaled)
 GC1733
 GC1733                          SUPERSEDED SURVEY CONTROL
 GC1733
 GC1733  NGVD 29 (??/??/92)  216.54   (m)          710.4    (f) COMPUTED    1 2
 GC1733
 GC1733.Superseded values are not recommended for survey control.
 GC1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1733.See file dsdata.txt to determine how the superseded data were derived.
 GC1733
 GC1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF379863(NAD 83)
 GC1733_MARKER: DR = REFERENCE MARK DISK
 GC1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1733_STAMPING: BAKER 1930 NO II
 GC1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1733+STABILITY: SURFACE MOTION
 GC1733
 GC1733  HISTORY     - Date     Condition        Report By
 GC1733  HISTORY     - 1930     MONUMENTED       CGS
 GC1733  HISTORY     - 1968     GOOD             NGS
 GC1733
 GC1733                          STATION DESCRIPTION
 GC1733
 GC1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1733'5 MI NW FROM GRACEY.
 GC1733'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GC1733'THE STATION AT GRACEY, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY
 GC1733'68 AND STATE HIGHWAY 80, THENCE 3.2 MILES NORTHWEST ALONG STATE
 GC1733'HIGHWAY 128 TO A BARN, THENCE 0.45 MILE SOUTHWEST CROSS-COUNTRY
 GC1733'TO THE CREST OF A HILL, 0.6 MILE WEST OF THE BUFFALO LICK BAPTIST
 GC1733'CHURCH, 24 1/2 FEET SOUTHWEST OF A 16-INCH OAK TREE WHICH BEARS
 GC1733'A TRIANGULAR SHAPED BLAZE ON THE SOUTHWEST SIDE, 13 1/2 FEET
 GC1733'NORTHEAST OF A 12-INCH OAK TREE WHICH BEARS A TRIANGULAR SHAPED
 GC1733'BLAZE ON THE NORTHEAST SIDE, 58.89 FEET NORTHWEST OF TRIANGULATION
 GC1733'STATION BAKER 1930, AND SET IN THE TOP OF A CONCRETE POST
 GC1733'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1449 ***********************************************************************
 GB1449  DESIGNATION -  BAKER RM 3=AZ
 GB1449  PID         -  GB1449
 GB1449  STATE/COUNTY-  KY/CUMBERLAND
 GB1449  USGS QUAD   -  BURKESVILLE (1982)
 GB1449
 GB1449                         *CURRENT SURVEY CONTROL
 GB1449  ___________________________________________________________________
 GB1449* NAD 83(1986)-  36 50 55.     (N)    085 20 47.     (W)     SCALED    
 GB1449* NAVD 88     -       189.589  (meters)     622.01   (feet)  ADJUSTED  
 GB1449  ___________________________________________________________________
 GB1449  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GB1449  DYNAMIC HT  -         189.435 (meters)     621.50  (feet)  COMP
 GB1449  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 GB1449
 GB1449  VERT ORDER  -  SECOND    CLASS 0
 GB1449
 GB1449.The horizontal coordinates were scaled from a topographic map and have
 GB1449.an estimated accuracy of +/- 6 seconds.
 GB1449
 GB1449.The orthometric height was determined by differential leveling
 GB1449.and adjusted by the National Geodetic Survey in June 1991..
 GB1449
 GB1449.The geoid height was determined by GEOID03.
 GB1449
 GB1449.The dynamic height is computed by dividing the NAVD 88
 GB1449.geopotential number by the normal gravity value computed on the
 GB1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1449.degrees latitude (g = 980.6199 gals.).
 GB1449
 GB1449.The modeled gravity was interpolated from observed gravity values.
 GB1449
 GB1449;                    North         East    Units  Estimated Accuracy
 GB1449;SPC KY1Z     - 1,057,270.    1,536,000.      MT  (+/- 180 meters Scaled)
 GB1449
 GB1449                          SUPERSEDED SURVEY CONTROL
 GB1449
 GB1449  NGVD 29 (??/??/92)  189.732  (m)          622.48   (f) ADJ UNCH    2 0
 GB1449
 GB1449.Superseded values are not recommended for survey control.
 GB1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1449.See file dsdata.txt to determine how the superseded data were derived.
 GB1449
 GB1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF474793(NAD 83)
 GB1449_MARKER: DZ = AZIMUTH MARK DISK
 GB1449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1449_SP_SET: CULVERT
 GB1449_STAMPING: BAKER NO 3 1938 622.479
 GB1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1449+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 GB1449
 GB1449  HISTORY     - Date     Condition        Report By
 GB1449  HISTORY     - 1938     MONUMENTED       CGS
 GB1449  HISTORY     - 1951     GOOD             NGS
 GB1449  HISTORY     - 1958     GOOD             NGS
 GB1449  HISTORY     - 20050913 GOOD             KYTC
 GB1449
 GB1449                          STATION DESCRIPTION
 GB1449
 GB1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1449'5.4 MI NE FROM BURKESVILLE.
 GB1449'ABOUT 3.75 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE COURT
 GB1449'HOUSE AT BURKESVILLE, THENCE ABOUT 1.65 MILES NORTHEAST ALONG
 GB1449'STATE HIGHWAY 704, IN THE TOP OF THE CENTER OF THE NORTHWEST
 GB1449'CONCRETE HEAD WALL OF A 5-FOOT STONE CULVERT, 15 FEET NORTHWEST
 GB1449'OF CENTER LINE OF HIGHWAY, 138 FEET SOUTH OF SOUTH CORNER OF A
 GB1449'BARN ON PROPERTY OF E.E. BAKER, AND ABOUT 1 FOOT BELOW HIGHWAY.
 GB1449
 GB1449                          STATION RECOVERY (1958)
 GB1449
 GB1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1449'RECOVERED IN GOOD CONDITION.
 GB1449
 GB1449                          STATION RECOVERY (2005)
 GB1449
 GB1449'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1445 ***********************************************************************
 HB1445  DESIGNATION -  BALD KNOB
 HB1445  PID         -  HB1445
 HB1445  STATE/COUNTY-  KY/UNION
 HB1445  USGS QUAD   -  GROVE CENTER (1959)
 HB1445
 HB1445                         *CURRENT SURVEY CONTROL
 HB1445  ___________________________________________________________________
 HB1445* NAD 83(1993)-  37 40 02.92967(N)    088 03 49.01884(W)     ADJUSTED  
 HB1445* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 HB1445  ___________________________________________________________________
 HB1445  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 HB1445  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 HB1445
 HB1445  HORZ ORDER  -  SECOND
 HB1445
 HB1445.The horizontal coordinates were established by classical geodetic methods
 HB1445.and adjusted by the National Geodetic Survey in December 1995..
 HB1445
 HB1445.The orthometric height was scaled from a topographic map.
 HB1445
 HB1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1445
 HB1445.The geoid height was determined by GEOID03.
 HB1445
 HB1445;                    North         East     Units Scale Factor Converg.
 HB1445;SPC KY1Z     - 1,150,596.879 1,295,914.217   MT  0.99991156   -1 25 13.7
 HB1445;SPC KY1Z     - 3,774,916.59  4,251,678.56   sFT  0.99991156   -1 25 13.7
 HB1445;SPC KY S     -   650,557.456   295,903.357   MT  0.99996228   -1 24 11.2
 HB1445;SPC KY S     - 2,134,370.59    970,809.60   sFT  0.99996228   -1 24 11.2
 HB1445;SPC IL E     -   111,102.549   323,795.902   MT  0.99998197   +0 09 53.3
 HB1445;SPC IL E     -   364,508.95  1,062,320.39   sFT  0.99998197   +0 09 53.3
 HB1445;UTM  16      - 4,169,454.414   406,195.874   MT  0.99970838   -0 38 60.0
 HB1445
 HB1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1445!SPC KY1Z     -   0.99997489  x   0.99991156  =   0.99988646
 HB1445!SPC KY S     -   0.99997489  x   0.99996228  =   0.99993717
 HB1445!SPC IL E     -   0.99997489  x   0.99998197  =   0.99995686
 HB1445!UTM  16      -   0.99997489  x   0.99970838  =   0.99968328
 HB1445
 HB1445:                Primary Azimuth Mark                     Grid Az
 HB1445:SPC KY1Z     -  SPRING GROVE TV RELAY MAST               064 13 52.2
 HB1445:SPC KY S     -  SPRING GROVE TV RELAY MAST               064 12 49.7
 HB1445:SPC IL E     -  SPRING GROVE TV RELAY MAST               062 38 45.2
 HB1445:UTM  16      -  SPRING GROVE TV RELAY MAST               063 27 38.5
 HB1445
 HB1445|---------------------------------------------------------------------|
 HB1445| PID    Reference Object                     Distance      Geod. Az  |
 HB1445|                                                           dddmmss.s |
 HB1445| HB1446 SPRING GROVE TV RELAY MAST          APPROX. 5.0 KM 0624838.5 |
 HB1445| HA1716 MORGANFIELD MUNICIPAL SPIPE         APPROX.12.6 KM 0815022.8 |
 HB1445| HA1718 MORGANFIELD ST ANNS CATH CH         APPROX.12.7 KM 0822058.7 |
 HB1445| HA1706 CAMP BRECKINRIDGE N STANDPIPE       APPROX.18.4 KM 0832306.6 |
 HB1445| CI2918 BALD KNOB AZ MK                                    1325124.4 |
 HB1445| CI2920 BALD KNOB RM 2                       25.310 METERS 26041     |
 HB1445| HB1453 SHAWNEETOWN BRIDGE OBSTR LIGHT      APPROX. 6.5 KM 2932756.9 |
 HB1445| CI2919 BALD KNOB RM 1                       27.070 METERS 35706     |
 HB1445|---------------------------------------------------------------------|
 HB1445
 HB1445                          SUPERSEDED SURVEY CONTROL
 HB1445
 HB1445  NAD 83(1986)-  37 40 02.93640(N)    088 03 49.02145(W) AD(       ) 2
 HB1445  NAD 27      -  37 40 02.76813(N)    088 03 48.90875(W) AD(       ) 2
 HB1445
 HB1445.Superseded values are not recommended for survey control.
 HB1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1445.See file dsdata.txt to determine how the superseded data were derived.
 HB1445
 HB1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG0619669454(NAD 83)
 HB1445_MARKER: DS = TRIANGULATION STATION DISK
 HB1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1445
 HB1445  HISTORY     - Date     Condition        Report By
 HB1445  HISTORY     - 1957     MONUMENTED       CGS
 HB1445  HISTORY     - 1960     GOOD             CGS
 HB1445  HISTORY     - 1962     GOOD             CGS
 HB1445
 HB1445                          STATION DESCRIPTION
 HB1445
 HB1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1445'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF THE SHAWNEETOWN
 HB1445'BRIDGE OVER THE OHIO RIVER, ABOUT 8 MILES WEST-SOUTHWEST OF
 HB1445'MORGANFIELD, ABOUT 9.5 MILES NORTHWEST OF STURGIS AND ON PROPERTY
 HB1445'OWNED BY MR. NACE MASON. IT IS 162 FEET SOUTH OF THE CENTER OF
 HB1445'A GATE, 84 FEET NORTHEAST OF A WHITE WITNESS POST, 56 FEET WEST OF A
 HB1445'POWER LINE POLE AND 60 FEET SOUTHEAST OF FENCE. THE MONUMENT
 HB1445'IS FLUSH AND THE MARK IS STAMPED BALD KNOB 1957.
 HB1445'
 HB1445'TO REACH THE STATION FROM THE EAST END OF THE SHAWNEETOWN BRIDGE OVER
 HB1445'THE OHIO RIVER, GO EAST ON STATE HIGHWAY 51 FOR 1.95 MILES TO
 HB1445'THE JUNCTION OF STATE HIGHWAY 85. CONTINUE EASTERLY ON HIGHWAY 51 FOR
 HB1445'1.65 MILES TO A Y-INTERSECTION. BEAR RIGHT FOR 0.15
 HB1445'MILE ON THE GRAVELED ROAD TO A SIDE ROAD RIGHT. TURN RIGHT AND GO
 HB1445'0.05 MILE TO A GATE AND A FIELD ROAD ON THE LEFT. PASS
 HB1445'THROUGH THE GATE AND SOUTH FOR 162 FEET TO THE STATION ON TOP OF THE
 HB1445'KNOLL.
 HB1445'
 HB1445'TO REACH THE AZIMUTH MARK FROM THE STATION RETURN TO HIGHWAY 51. TURN
 HB1445'SHARP RIGHT, EAST AND GO 1.0 MILE TO A GRAVELED SIDE ROAD
 HB1445'RIGHT. TURN RIGHT AND GO 0.9 MILE TO A T-ROAD INTERSECTION. TURN
 HB1445'RIGHT AND GO 0.4 MILE TO A SIDE ROAD RIGHT JUST AFTER
 HB1445'PASSING A CONCRETE CULVERT. TURN RIGHT AND GO 0.4 MILE TO WHERE THE
 HB1445'ROAD TURNS SHARP LEFT. CONTINUE ON THE ROAD FOR 0.2 MILE TO
 HB1445'THE AZIMUTH MARK ON THE LEFT AS IT IS DESCRIBED BELOW.
 HB1445'
 HB1445'REFERENCE MARK 1 IS 83 FEET SOUTHWEST OF THE CENTER OF THE GATE AND 1
 HB1445'FOOT SOUTHEAST OF A FENCE. THE MONUMENT PROJECTS 4 INCHES
 HB1445'AND THE MARK IS STAMPED BALD KNOB NO 1 1957.
 HB1445'
 HB1445'REFERENCE MARK 2 IS 3 FEET NORTH OF A WHITE WITNESS POST AND 3 FEET
 HB1445'SOUTHEAST OF A FENCE. THE MONUMENT PROJECTS 4 INCHES AND THE
 HB1445'MARK IS STAMPED BALD KNOB NO 2 1957.
 HB1445'
 HB1445'THE AZIMUTH MARK IS 42.5 FEET EAST OF THE EAST CORNER OF THE
 HB1445'NORTHEAST ONE OF TWO BARNS, 9 FEET NORTHEAST OF A GATE
 HB1445'POST, 7 FEET SOUTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD, 3 FEET
 HB1445'SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A
 HB1445'FENCE. THE MONUMENT IS FLUSH AND THE MARK IS STAMPED BALD KNOB 1957.
 HB1445'
 HB1445'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HB1445
 HB1445                          STATION RECOVERY (1960)
 HB1445
 HB1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1445'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 HB1445'RECOVERED IN GOOD CONDITION. THE REFERENCE MEASUREMENTS TO
 HB1445'THE STATION AND THE REFERENCE MARKS CHECKED EXCEPT FOR THE FENCE
 HB1445'WHICH HAS BEEN MOVED A FEW FEET.  THE AZIMUTH MARK IS WEST OF
 HB1445'THE NORTHWEST CORNER OF THE NORTHEAST ONE OF TWO BARNS INSTEAD OF
 HB1445'EAST OF THE EAST CORNER. THE REST OF THE REFERENCE
 HB1445'MEASUREMENTS TO THE AZIMUTH MARK CHECKED BUT THE MARK IS
 HB1445'APPROXIMATELY 0.4 MILE SOUTHEAST OF THE STATION INSTEAD OF 0.3
 HB1445'MILE AS DESCRIBED. THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 HB1445'CHECKED.  THE DIRECTION TO REFERENCE MARK 1 CHECKED BUT THE
 HB1445'DISTANCE WAS FOUND TO BE 0.02 FOOT SMALLER THAN PREVIOUSLY
 HB1445'MEASURED. THE DIRECTION TO THE AZIMUTH MARK CHECKED. NEW REFERENCE
 HB1445'MEASUREMENTS WERE ADDED TO THE REFERENCE MARKS.  A COMPLETE
 HB1445'DISCRIPTION AND TO REACH FOLLOWS.
 HB1445'
 HB1445'THE STATION IS ABOUT 4 MILES SOUTHEAST OF THE SHAWNEETOWN BRIDGE OVER
 HB1445'THE OHIO RIVER, 8 MILES WEST OF MORGANFIELD, AND 9-1/2 MILES
 HB1445'NORTHWEST OF STURGIS ON THE PROPERTY OF MR. NACE MASON. IT IS 161
 HB1445'FEET SOUTH OF THE CENTER OF ENTRANCE TO FIELD, 84 FEET
 HB1445'NORTHEAST OF A WHITE WITNESS POST, 58 FEET SOUTHEAST OF A FENCE, AND
 HB1445'56 FEET WEST OF A POWER POLE. THE MONUMENT IS FLUSH AND THE
 HB1445'DISK IS STAMPED BALD KNOB 1957.
 HB1445'
 HB1445'TO REACH THE STATION FROM THE EAST END OF THE SHAWNEETOWN BRIDGE OVER
 HB1445'THE OHIO RIVER, GO EAST ON STATE HIGHWAY 56 FOR 1.95 MILES TO
 HB1445'THE JUNCTION OF STATE HIGHWAY 85. CONTINUE EASTERLY ON HIGHWAY 56 FOR
 HB1445'1.55 MILES TO A Y-INTERSECTION*. TURN RIGHT AND GO
 HB1445'SOUTHEAST ON A GRAVELED ROAD FOR 0.15 MILE TO A GRAVELED SIDE ROAD
 HB1445'RIGHT. TURN RIGHT AND GO SOUTHWESTERLY ON A GRAVELED ROAD
 HB1445'FOR 0.05 MILE TO GATE AND ENTRANCE TO FIELD ON THE LEFT. PASS
 HB1445'THROUGH GATE AND GO SOUTH UP THE HILL FOR 161 FEET TO THE
 HB1445'STATION.
 HB1445'
 HB1445'*TO REACH THE AZIMUTH MARK FROM THE Y-INTERSECTION, GO EASTERLY ON
 HB1445'HIGHWAY 56 FOR 1.0 MILE TO A SIDE ROAD RIGHT (COUNTY ROAD
 HB1445'909). TURN RIGHT AND GO SOUTH FOR 0.9 MILE TO A T-INTERSECTION. TURN
 HB1445'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.4 MILE TO A SIDE
 HB1445'ROAD RIGHT JUST AFTER CROSSING A CONCRETE CULVERT. TURN RIGHT AND GO
 HB1445'NORTH ON A GRAVELED ROAD FOR 0.4 MILE TO POINT WHERE
 HB1445'ROAD MAKES SHARP LEFT TURN. TURN LEFT AND GO WESTERLY ON THE GRAVELED
 HB1445'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HB1445'
 HB1445'REFERENCE MARK 1 IS 82 FEET SOUTHWEST OF A GATE, 17 FEET SOUTHEAST OF
 HB1445'THE CENTERLINE OF A GRAVELED ROAD, AND 1 FOOT SOUTHEAST OF
 HB1445'A WIRE FENCE. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HB1445'BALD KNOB NO 1 1957.
 HB1445'
 HB1445'REFERENCE MARK 2 IS 57 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HB1445'GAVELED ROAD, 1 FOOT SOUTHEAST OF A FENCE, AND 3 FEET NORTH
 HB1445'OF THE WITNESS POST. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 HB1445'STAMPED BALD KNOB NO 2 1957.
 HB1445'
 HB1445'THE AZIMUTH MARK 42.5 FEET WEST OF THE NORTHWEST CORNER OF THE
 HB1445'NORTHEAST ONE OF TWO BARNS, 9 FEET NORTHEAST OF A GATE POST,
 HB1445'7 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED ROAD, 1 FOOT
 HB1445'NORTHWEST OF A FENCE, AND 3 FEET SOUTHWEST OF A
 HB1445'WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BALD KNOB
 HB1445'1957.
 HB1445'
 HB1445'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HB1445
 HB1445                          STATION RECOVERY (1962)
 HB1445
 HB1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1445'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HB1445'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL
 HB1445'MARKS CHECKED.  THE 1960 DESCRIPTION IS ADEQUATE.
 HB1445'
 HB1445'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0543 ***********************************************************************
 GZ0543  DESIGNATION -  BALD ROCK
 GZ0543  PID         -  GZ0543
 GZ0543  STATE/COUNTY-  KY/LAUREL
 GZ0543  USGS QUAD   -  LONDON SW (1979)
 GZ0543
 GZ0543                         *CURRENT SURVEY CONTROL
 GZ0543  ___________________________________________________________________
 GZ0543* NAD 83(1993)-  37 01 59.73605(N)    084 13 20.52183(W)     ADJUSTED  
 GZ0543* NAVD 88     -       396.303  (meters)    1300.20   (feet)  ADJUSTED  
 GZ0543  ___________________________________________________________________
 GZ0543  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 GZ0543  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 GZ0543  DYNAMIC HT  -         395.994 (meters)    1299.19  (feet)  COMP
 GZ0543  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 GZ0543
 GZ0543  HORZ ORDER  -  SECOND
 GZ0543  VERT ORDER  -  SECOND    CLASS 0
 GZ0543
 GZ0543.The horizontal coordinates were established by classical geodetic methods
 GZ0543.and adjusted by the National Geodetic Survey in December 1995..
 GZ0543
 GZ0543.The orthometric height was determined by differential leveling
 GZ0543.and adjusted by the National Geodetic Survey in June 1991..
 GZ0543
 GZ0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0543
 GZ0543.The geoid height was determined by GEOID03.
 GZ0543
 GZ0543.The dynamic height is computed by dividing the NAVD 88
 GZ0543.geopotential number by the normal gravity value computed on the
 GZ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0543.degrees latitude (g = 980.6199 gals.).
 GZ0543
 GZ0543.The modeled gravity was interpolated from observed gravity values.
 GZ0543
 GZ0543;                    North         East     Units Scale Factor Converg.
 GZ0543;SPC KY1Z     - 1,078,794.286 1,635,913.512   MT  1.00001236   +0 56 16.5
 GZ0543;SPC KY1Z     - 3,539,344.25  5,367,159.58   sFT  1.00001236   +0 56 16.5
 GZ0543;SPC KY S     -   578,772.082   635,906.422   MT  0.99995911   +0 55 35.2
 GZ0543;SPC KY S     - 1,898,854.74  2,086,302.99   sFT  0.99995911   +0 55 35.2
 GZ0543;UTM  16      - 4,102,170.472   747,061.962   MT  1.00035201   +1 40 25.5
 GZ0543
 GZ0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0543!SPC KY1Z     -   0.99994248  x   1.00001236  =   0.99995484
 GZ0543!SPC KY S     -   0.99994248  x   0.99995911  =   0.99990160
 GZ0543!UTM  16      -   0.99994248  x   1.00035201  =   1.00029447
 GZ0543
 GZ0543|---------------------------------------------------------------------|
 GZ0543| PID    Reference Object                     Distance      Geod. Az  |
 GZ0543|                                                           dddmmss.s |
 GZ0543| GZ2942 BALD ROCK LOT USE 1950                8.400 METERS 02020     |
 GZ0543| GB0081 CORBIN                              APPROX.12.9 KM 1314109.0 |
 GZ0543|---------------------------------------------------------------------|
 GZ0543
 GZ0543                          SUPERSEDED SURVEY CONTROL
 GZ0543
 GZ0543  NAD 83(1986)-  37 01 59.74338(N)    084 13 20.52688(W) AD(       ) 2
 GZ0543  NAD 27      -  37 01 59.43800(N)    084 13 20.76600(W) AD(       ) 2
 GZ0543  NGVD 29 (??/??/92)  396.460  (m)         1300.72   (f) ADJ UNCH    2 0
 GZ0543
 GZ0543.Superseded values are not recommended for survey control.
 GZ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0543.See file dsdata.txt to determine how the superseded data were derived.
 GZ0543
 GZ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4706202170(NAD 83)
 GZ0543_MARKER: DS = TRIANGULATION STATION DISK
 GZ0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0543_STAMPING: BALD ROCK 1950 1300.719
 GZ0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0543+STABILITY: SURFACE MOTION
 GZ0543
 GZ0543  HISTORY     - Date     Condition        Report By
 GZ0543  HISTORY     - 1950     MONUMENTED       CGS
 GZ0543  HISTORY     - 1950     GOOD             CGS
 GZ0543  HISTORY     - 1959     GOOD             CGS
 GZ0543  HISTORY     - 1962     GOOD             PAS
 GZ0543
 GZ0543                          STATION DESCRIPTION
 GZ0543
 GZ0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ0543'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF LONDON NEAR THE BALD
 GZ0543'ROCK LOOKOUT TOWER AND ON THE NORTH SIDE OF STATE HIGHWAY 192.  IT
 GZ0543'IS 32 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME BUILDING, 26
 GZ0543'FEET SOUTHWEST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 17 FEET
 GZ0543'SOUTH OF THE SOUTHWEST LEG OF THE TOWER AND 17 FEET SOUTH OF A WHITE
 GZ0543'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GZ0543'STAMPED BALD ROCK 1950.
 GZ0543'
 GZ0543'USED IS UNDER THE CENTER OF THE LOOKOUT TOWER.  THE MARK IS A 6X6
 GZ0543'INCH CONCRETE POST THAT PROJECTS ABOUT 4 INCHES WITH A USED
 GZ0543'DISK CEMENTED IN THE TOP AND IS NOT STAMPED.
 GZ0543'
 GZ0543'NO. 1 USED IS 54 FEET NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT
 GZ0543'TOWER.  IT IS A 6X6 CONCRETE POST THAT PROJECTS ABOUT 8 INCHES
 GZ0543'WITH A USED DISK CEMENTED IN THE TOP STAMPED 1.
 GZ0543'
 GZ0543'NO. 2 USED IS A USED DISK CEMENTED IN A DRILL HOLE IN THE COVER OF
 GZ0543'THE CISTERN AND STAMPED 2.
 GZ0543'
 GZ0543'TO REACH THE STATION FROM THE COURTHOUSE IN LONDON GO SOUTHWEST ON
 GZ0543'STATE HIGHWAY 192 FOR 11.7 MILES TO A LANE RIGHT LEADING TO THE
 GZ0543'BALD ROCK LOOKOUT TOWER, TURN RIGHT AND GO 0.1 MILE TO THE LOOKOUT
 GZ0543'TOWER AND STATION AS DESCRIBED.
 GZ0543'
 GZ0543'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GZ0543
 GZ0543                          STATION RECOVERY (1950)
 GZ0543
 GZ0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 GZ0543'11.2 MI SW FROM LONDON.
 GZ0543'ABOUT 11.25 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE
 GZ0543'COURT HOUSE AT LONDON, AT BALD ROCK LOOKOUT TOWER, 97 FEET
 GZ0543'NORTHWEST OF RM NO. 1 (U.S.E.) 47 FEET NORTH-NORTHEAST OF RM
 GZ0543'NO. 2 (U.S.E) WHICH IS SET IN THE TOP OF THE SOUTHEAST CORNER OF
 GZ0543'A CONCRETE CISTERN, 32 FEET NORTHEAST OF THE NORTH CORNER OF
 GZ0543'LOOKOUT QUARTERS, 17 FEET SOUTH OF THE SOUTHWEST LEG OF THE
 GZ0543'TOWER, 9 FEET NORTH OF A GARBAGE DISPOSAL MAN HOLE, 17 FEET
 GZ0543'SOUTH OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A
 GZ0543'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 GZ0543
 GZ0543                          STATION RECOVERY (1959)
 GZ0543
 GZ0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GZ0543'STATION MARK, USED AND USED REFERENCE MARKS NO. 1 AND NO. 2 RECOVERED
 GZ0543'IN GOOD CONDITION.  DESCRIPTION ADEQUATE AND CORRECT.
 GZ0543
 GZ0543                          STATION RECOVERY (1962)
 GZ0543
 GZ0543'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1962
 GZ0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2942 ***********************************************************************
 GZ2942  DESIGNATION -  BALD ROCK LOT USE 1950
 GZ2942  PID         -  GZ2942
 GZ2942  STATE/COUNTY-  KY/LAUREL
 GZ2942  USGS QUAD   -  LONDON SW (1979)
 GZ2942
 GZ2942                         *CURRENT SURVEY CONTROL
 GZ2942  ___________________________________________________________________
 GZ2942* NAD 83(1993)-  37 01 59.99157(N)    084 13 20.40375(W)     ADJUSTED  
 GZ2942* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 GZ2942  ___________________________________________________________________
 GZ2942  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 GZ2942  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 GZ2942
 GZ2942  HORZ ORDER  -  SECOND
 GZ2942
 GZ2942.The horizontal coordinates were established by classical geodetic methods
 GZ2942.and adjusted by the National Geodetic Survey in December 1995..
 GZ2942
 GZ2942.The orthometric height was scaled from a topographic map.
 GZ2942
 GZ2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2942
 GZ2942.The geoid height was determined by GEOID03.
 GZ2942
 GZ2942;                    North         East     Units Scale Factor Converg.
 GZ2942;SPC KY1Z     - 1,078,802.210 1,635,916.301   MT  1.00001234   +0 56 16.5
 GZ2942;SPC KY1Z     - 3,539,370.25  5,367,168.73   sFT  1.00001234   +0 56 16.5
 GZ2942;SPC KY S     -   578,780.005   635,909.213   MT  0.99995911   +0 55 35.3
 GZ2942;SPC KY S     - 1,898,880.73  2,086,312.14   sFT  0.99995911   +0 55 35.3
 GZ2942;UTM  16      - 4,102,178.433   747,064.650   MT  1.00035203   +1 40 25.6
 GZ2942
 GZ2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2942!SPC KY1Z     -   0.99994256  x   1.00001234  =   0.99995490
 GZ2942!SPC KY S     -   0.99994256  x   0.99995911  =   0.99990167
 GZ2942!UTM  16      -   0.99994256  x   1.00035203  =   1.00029457
 GZ2942
 GZ2942                          SUPERSEDED SURVEY CONTROL
 GZ2942
 GZ2942  NAD 83(1986)-  37 01 59.99889(N)    084 13 20.40881(W) AD(       ) 2
 GZ2942  NAD 27      -  37 01 59.69300(N)    084 13 20.64800(W) AD(       ) 2
 GZ2942
 GZ2942.Superseded values are not recommended for survey control.
 GZ2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2942.See file dsdata.txt to determine how the superseded data were derived.
 GZ2942
 GZ2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4706502178(NAD 83)
 GZ2942_MARKER: 57 = LOOKOUT TOWER
 GZ2942
 GZ2942  HISTORY     - Date     Condition        Report By
 GZ2942  HISTORY     - 1950     FIRST OBSERVED   CGS
 GZ2942  HISTORY     - 1959     GOOD             CGS
 GZ2942
 GZ2942                          STATION DESCRIPTION
 GZ2942
 GZ2942'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2942'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF LONDON ON THE NORTH
 GZ2942'SIDE OF STATE HIGHWAY 192.  IT IS A FOUR-LEGGED STEEL STRUCTURE,
 GZ2942'PAINTED GREY WITH A SQUARE CAB ON TOP AND ABOUT 90 FEET HIGH.  A
 GZ2942'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GZ2942'BALD ROCK AND THE DISTANCE WAS FOUND TO BE 27.56 FEET (8.399 METERS).
 GZ2942'THE POINT TRAVERSED TO WAS THE USED MARK UNDER THE CENTER OF THE
 GZ2942'LOOKOUT TOWER.  THE POINT OBSERVED ON WAS THE APEX OF THE ROOF OF THE
 GZ2942'LOOKOUT TOWER.
 GZ2942'
 GZ2942'TO REACH THE STATION FROM THE COURTHOUSE IN LONDON, GO SOUTHWEST ON
 GZ2942'STATE HIGHWAY 192 FOR 11.7 MILES TO A LANE RIGHT LEADING TO THE
 GZ2942'LOOKOUT TOWER, TURN RIGHT AND GO 0.1 MILE TO THE LOOKOUT TOWER AS
 GZ2942'DESCRIBED.
 GZ2942
 GZ2942                          STATION RECOVERY (1959)
 GZ2942
 GZ2942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GZ2942'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE
 GZ2942'AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0542 ***********************************************************************
 GZ0542  DESIGNATION -  BALD ROCK RM 1
 GZ0542  PID         -  GZ0542
 GZ0542  STATE/COUNTY-  KY/LAUREL
 GZ0542  USGS QUAD   -  LONDON SW (1979)
 GZ0542
 GZ0542                         *CURRENT SURVEY CONTROL
 GZ0542  ___________________________________________________________________
 GZ0542* NAD 83(1986)-  37 02 00.     (N)    084 13 21.     (W)     SCALED    
 GZ0542* NAVD 88     -       395.985  (meters)    1299.16   (feet)  ADJUSTED  
 GZ0542  ___________________________________________________________________
 GZ0542  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 GZ0542  DYNAMIC HT  -         395.676 (meters)    1298.15  (feet)  COMP
 GZ0542  MODELED GRAV-     979,838.0   (mgal)                       NAVD 88
 GZ0542
 GZ0542  VERT ORDER  -  SECOND    CLASS 0
 GZ0542
 GZ0542.The horizontal coordinates were scaled from a topographic map and have
 GZ0542.an estimated accuracy of +/- 6 seconds.
 GZ0542
 GZ0542.The orthometric height was determined by differential leveling
 GZ0542.and adjusted by the National Geodetic Survey in June 1991..
 GZ0542
 GZ0542.The geoid height was determined by GEOID03.
 GZ0542
 GZ0542.The dynamic height is computed by dividing the NAVD 88
 GZ0542.geopotential number by the normal gravity value computed on the
 GZ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0542.degrees latitude (g = 980.6199 gals.).
 GZ0542
 GZ0542.The modeled gravity was interpolated from observed gravity values.
 GZ0542
 GZ0542;                    North         East    Units  Estimated Accuracy
 GZ0542;SPC KY1Z     - 1,078,800.    1,635,900.      MT  (+/- 180 meters Scaled)
 GZ0542
 GZ0542                          SUPERSEDED SURVEY CONTROL
 GZ0542
 GZ0542  NGVD 29 (??/??/92)  396.141  (m)         1299.67   (f) ADJ UNCH    2 0
 GZ0542
 GZ0542.Superseded values are not recommended for survey control.
 GZ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0542.See file dsdata.txt to determine how the superseded data were derived.
 GZ0542
 GZ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG470021(NAD 83)
 GZ0542_MARKER: DD = SURVEY DISK
 GZ0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0542_STAMPING: 1 1299.673
 GZ0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0542+STABILITY: SURFACE MOTION
 GZ0542
 GZ0542  HISTORY     - Date     Condition        Report By
 GZ0542  HISTORY     - UNK      MONUMENTED       DOD
 GZ0542  HISTORY     - 1950     GOOD             NGS
 GZ0542  HISTORY     - 1958     GOOD             NGS
 GZ0542
 GZ0542                          STATION DESCRIPTION
 GZ0542
 GZ0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0542'11.2 MI SW FROM LONDON.
 GZ0542'ABOUT 11.25 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE
 GZ0542'COURT HOUSE AT LONDON, AT BALK ROCK LOOKOUT TOWER, 53 FEET
 GZ0542'NORTHEAST OF THE NORTHEAST LEG OF TOWER, 11 FEET NORTHWEST OF A
 GZ0542'TRIANGULAR BLAZED 14-INCH PINE TREE, 18 FEET SOUTH OF A FORKED
 GZ0542'10-INCH HICKORY TREE, 67 FEET NORTHEAST OF THE STATION MARK, AND
 GZ0542'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 GZ0542
 GZ0542                          STATION RECOVERY (1958)
 GZ0542
 GZ0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2917 ***********************************************************************
 GZ2917  DESIGNATION -  BALDWIN
 GZ2917  PID         -  GZ2917
 GZ2917  STATE/COUNTY-  KY/MADISON
 GZ2917  USGS QUAD   -  VALLEY VIEW (1952)
 GZ2917
 GZ2917                         *CURRENT SURVEY CONTROL
 GZ2917  ___________________________________________________________________
 GZ2917* NAD 83(1993)-  37 47 42.17756(N)    084 25 32.59362(W)     ADJUSTED  
 GZ2917* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 GZ2917  ___________________________________________________________________
 GZ2917  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 GZ2917  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GZ2917
 GZ2917  HORZ ORDER  -  SECOND
 GZ2917
 GZ2917.The horizontal coordinates were established by classical geodetic methods
 GZ2917.and adjusted by the National Geodetic Survey in December 1995..
 GZ2917
 GZ2917.The orthometric height was scaled from a topographic map.
 GZ2917
 GZ2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2917
 GZ2917.The geoid height was determined by GEOID03.
 GZ2917
 GZ2917;                    North         East     Units Scale Factor Converg.
 GZ2917;SPC KY1Z     - 1,163,052.145 1,616,622.811   MT  0.99990595   +0 48 47.0
 GZ2917;SPC KY1Z     - 3,815,780.25  5,303,870.01   sFT  0.99990595   +0 48 47.0
 GZ2917;SPC KY S     -   663,034.311   616,631.274   MT  0.99997769   +0 48 11.3
 GZ2917;SPC KY S     - 2,175,305.07  2,023,064.44   sFT  0.99997769   +0 48 11.3
 GZ2917;SPC KY N     -    32,764.353   484,522.725   MT  1.00003040   -0 06 33.5
 GZ2917;SPC KY N     -   107,494.38  1,589,638.31   sFT  1.00003040   -0 06 33.5
 GZ2917;UTM  16      - 4,186,197.426   726,661.587   MT  1.00023283   +1 34 41.8
 GZ2917
 GZ2917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2917!SPC KY1Z     -   0.99995976  x   0.99990595  =   0.99986571
 GZ2917!SPC KY S     -   0.99995976  x   0.99997769  =   0.99993745
 GZ2917!SPC KY N     -   0.99995976  x   1.00003040  =   0.99999016
 GZ2917!UTM  16      -   0.99995976  x   1.00023283  =   1.00019258
 GZ2917
 GZ2917|---------------------------------------------------------------------|
 GZ2917| PID    Reference Object                     Distance      Geod. Az  |
 GZ2917|                                                           dddmmss.s |
 GZ2917| DB8684 BALDWIN RM 1                         29.364 METERS 07715     |
 GZ2917| GZ2884 RICHMOND US POST OFFICE TOWER       APPROX.12.5 KM 1142113.4 |
 GZ2917| DB8685 BALDWIN RM 2                         31.105 METERS 20545     |
 GZ2917| DB8683 BALDWIN AZ MK                                      2754427.8 |
 GZ2917|---------------------------------------------------------------------|
 GZ2917
 GZ2917                          SUPERSEDED SURVEY CONTROL
 GZ2917
 GZ2917  NAD 83(1986)-  37 47 42.18530(N)    084 25 32.59957(W) AD(       ) 2
 GZ2917  NAD 27      -  37 47 41.89900(N)    084 25 32.83200(W) AD(       ) 2
 GZ2917
 GZ2917.Superseded values are not recommended for survey control.
 GZ2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2917.See file dsdata.txt to determine how the superseded data were derived.
 GZ2917
 GZ2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2666286197(NAD 83)
 GZ2917_MARKER: DS = TRIANGULATION STATION DISK
 GZ2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2917
 GZ2917  HISTORY     - Date     Condition        Report By
 GZ2917  HISTORY     - 1951     MONUMENTED       CGS
 GZ2917
 GZ2917                          STATION DESCRIPTION
 GZ2917
 GZ2917'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2917'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF RICHMOND ON THE HIGHEST
 GZ2917'POINT OF A PROMINENT RIDGE IN AN OPEN FIELD AND ON LAND OWNED BY MRS.
 GZ2917'JOE HARVEY.  IT IS ABOUT 100 FEET SOUTH OF THE SOUTHWEST CORNER OF
 GZ2917'FRAME HOUSE, 39 FEET SOUTH OF THE CENTER OF DRIVEWAY, 18 FEET
 GZ2917'SOUTHEAST OF WHITE WITNESS POST AND 17 FEET EAST OF FENCE LINE.  THE
 GZ2917'MARK IS SET ABOUT 12 INCHES BELOW THE GROUND SURFACE AND THE DISK
 GZ2917'STAMPED BALDWIN 1951.
 GZ2917'
 GZ2917'REFERENCE MARK NO. 1 IS 10 FEET NORTH OF THE CENTER OF DRIVEWAY AND 1
 GZ2917'FOOT SOUTH OF FENCE LINE.  THE MARK IS SET FLUSH WITH THE GROUND
 GZ2917'SURFACE AND THE DISK STAMPED BALDWIN NO 1 1951.
 GZ2917'
 GZ2917'REFERENCE MARK NO. 2 IS 15 FEET EAST OF THE CENTER OF ROCK ROAD AND 1
 GZ2917'FOOT EAST OF FENCE LINE.  THE MARK IS SET FLUSH WITH THE GROUND
 GZ2917'SURFACE AND THE DISK STAMPED BALDWIN NO 2 1951.
 GZ2917'
 GZ2917'THE AZIMUTH MARK IS 23 FEET WEST OF THE CENTER OF PAVED ROAD, 2 FEET
 GZ2917'NORTH OF WHITE WITNESS POST AND 1 FOOT EAST OF FENCE LINE.  THE
 GZ2917'MARK IS SET FLUSH WITH THE GROUND SURFACE AND THE DISK STAMPED
 GZ2917'BALDWIN 1951.
 GZ2917'
 GZ2917'TO REACH THE STATION FROM THE COURTHOUSE IN RICHMOND, GO NORTHWEST ON
 GZ2917'U.S. HIGHWAY NO 25 FOR 0.45 MILE TO JUNCTION WITH STATE HIGHWAY NO.
 GZ2917'169, TURN LEFT AND FOLLOW HIGHWAY WEST-NORTHWEST FOR 8.1 MILES TO
 GZ2917'SIDE ROAD LEFT, TURN LEFT ACROSS STEEL BRIDGE AND CONTINUE IN A
 GZ2917'WESTERLY DIRECTION FOR 1.45 MILES TO SIDE ROAD LEFT, TURN LEFT FOR
 GZ2917'0.2 MILE TO SIDE ROAD LEFT, TURN LEFT UP HILL ON ROUGH ROAD FOR 0.1
 GZ2917'MILE TO THE STATION IN OPEN FIELD ON LEFT AS DESCRIBED.
 GZ2917'
 GZ2917'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.1 MILE TO
 GZ2917'PAVED ROAD, TURN LEFT AND FOLLOW PAVED ROAD WEST FOR 0.8 MILE
 GZ2917'TO THE MARK ON THE RIGHT AS DESCRIBED.
 GZ2917'
 GZ2917'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2097 ***********************************************************************
 HZ2097  DESIGNATION -  BALLARD
 HZ2097  PID         -  HZ2097
 HZ2097  STATE/COUNTY-  KY/OLDHAM
 HZ2097  USGS QUAD   -  BALLARDSVILLE (1978)
 HZ2097
 HZ2097                         *CURRENT SURVEY CONTROL
 HZ2097  ___________________________________________________________________
 HZ2097* NAD 83(1993)-  38 21 40.76946(N)    085 20 47.04547(W)     ADJUSTED  
 HZ2097* NAVD 88     -       262.26   (+/-2cm)     860.4    (feet)  VERTCON   
 HZ2097  ___________________________________________________________________
 HZ2097  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 HZ2097  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HZ2097
 HZ2097  HORZ ORDER  -  THIRD
 HZ2097  VERT ORDER  -  THIRD ? (See Below)
 HZ2097
 HZ2097.The horizontal coordinates were established by classical geodetic methods
 HZ2097.and adjusted by the National Geodetic Survey in December 1995..
 HZ2097
 HZ2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2097.The vertical order pertains to the NGVD 29 superseded value.
 HZ2097
 HZ2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2097
 HZ2097.The geoid height was determined by GEOID03.
 HZ2097
 HZ2097;                    North         East     Units Scale Factor Converg.
 HZ2097;SPC KY1Z     - 1,225,151.033 1,535,272.209   MT  0.99994068   +0 14 52.1
 HZ2097;SPC KY1Z     - 4,019,516.35  5,036,972.24   sFT  0.99994068   +0 14 52.1
 HZ2097;SPC KY N     -    96,174.641   404,180.502   MT  0.99996378   -0 40 55.3
 HZ2097;SPC KY N     -   315,532.97  1,326,048.86   sFT  0.99996378   -0 40 55.3
 HZ2097;UTM  16      - 4,247,200.047   644,470.959   MT  0.99985705   +1 01 35.2
 HZ2097
 HZ2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2097!SPC KY1Z     -   0.99996409  x   0.99994068  =   0.99990477
 HZ2097!SPC KY N     -   0.99996409  x   0.99996378  =   0.99992787
 HZ2097!UTM  16      -   0.99996409  x   0.99985705  =   0.99982115
 HZ2097
 HZ2097|---------------------------------------------------------------------|
 HZ2097| PID    Reference Object                     Distance      Geod. Az  |
 HZ2097|                                                           dddmmss.s |
 HZ2097| CG7077 BALLARD RM 1                          7.312 METERS 07803     |
 HZ2097| HZ2096 TT 46 USGS 1949                      17.270 METERS 31956     |
 HZ2097| CG7076 BALLARD AZ MK                                      3374936.8 |
 HZ2097|---------------------------------------------------------------------|
 HZ2097
 HZ2097                          SUPERSEDED SURVEY CONTROL
 HZ2097
 HZ2097  NAD 83(1986)-  38 21 40.77318(N)    085 20 47.05203(W) AD(       ) 3
 HZ2097  NAD 27      -  38 21 40.53700(N)    085 20 47.21400(W) AD(       ) 3
 HZ2097  NGVD 29 (07/19/86)  262.42   (m)          861.0    (f) LEVELING    3  
 HZ2097
 HZ2097.Superseded values are not recommended for survey control.
 HZ2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2097.See file dsdata.txt to determine how the superseded data were derived.
 HZ2097
 HZ2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4447147200(NAD 83)
 HZ2097_MARKER: DS = TRIANGULATION STATION DISK
 HZ2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2097
 HZ2097  HISTORY     - Date     Condition        Report By
 HZ2097  HISTORY     - 1949     MONUMENTED       CGS
 HZ2097  HISTORY     - 1952     GOOD             CGS
 HZ2097  HISTORY     - 20040331 GOOD             INDIV
 HZ2097
 HZ2097                          STATION DESCRIPTION
 HZ2097
 HZ2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2097'STATION IS LOCATED ABOUT 9 MILES WEST OF EMINENCE AND 4 MILES
 HZ2097'SOUTHEAST OF LA GRANGE IN THE VILLAGE OF BALLARDSVILLE.  IT IS 243
 HZ2097'FEET SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 22 AND NO.
 HZ2097'53, 84 FEET WEST OF THE NORTHWEST CORNER OF THE
 HZ2097'BALLARDSVILLE SCHOOL, 81 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 HZ2097'NO. 22 AND 11 FEET EAST OF A WHITE WITNESS POST AND FENCELINE.
 HZ2097'THE MARK IS FLUSH AND THE DISK IS STAMPED BALLARD 1949.
 HZ2097'
 HZ2097'REFERENCE MARK NO. 1 IS 61 FEET WEST OF THE NORTHWEST CORNER OF
 HZ2097'SCHOOL. THE MARK IS FLUSH AND THE DISK IS STAMPED BALLARD NO 1
 HZ2097'1949.
 HZ2097'
 HZ2097'TT 46 DWP USGS BM WAS USED AS A REFERENCE MARK. IT IS 242 FEET WEST
 HZ2097'OF THE INTERSECTION OF STATE HIGHWAYS NO. 22 AND 53, 28 FEET
 HZ2097'SOUTH OF THE CENTER OF STATE HIGHWAY NO. 22, 4 FEET NORTHWEST OF A
 HZ2097'FENCELINE AND 2 FEET NORTH OF A FENCE CORNER. THE MARK IS A 4X4
 HZ2097'INCH CONCRETE POST WHICH PROJECTS 4 INCHES WITH A STANDARD USGS
 HZ2097'BRONZE BENCH MARK DISK ATOP STAMPED TT 46 DWP 1948.
 HZ2097'
 HZ2097'AZIMUTH MARK IS 19 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY NO.
 HZ2097'53, 1 FOOT NORTHEAST OF A FENCELINE AND 1 FOOT SOUTHEAST OF A
 HZ2097'WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS
 HZ2097'STAMPED BALLARD 1949.
 HZ2097'
 HZ2097'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON STATE
 HZ2097'HIGHWAY NO. 53 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 HZ2097'DESCRIBED.
 HZ2097'
 HZ2097'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HZ2097
 HZ2097                          STATION RECOVERY (1952)
 HZ2097
 HZ2097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 HZ2097'STATION, STAMPED BALLARD 1949, FOUND AS DESCRIBED.
 HZ2097
 HZ2097                          STATION RECOVERY (2004)
 HZ2097
 HZ2097'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 HZ2097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1456 ***********************************************************************
 HA1456  DESIGNATION -  BALLTOWN
 HA1456  PID         -  HA1456
 HA1456  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1456  USGS QUAD   -  MATTINGLY (1970)
 HA1456
 HA1456                         *CURRENT SURVEY CONTROL
 HA1456  ___________________________________________________________________
 HA1456* NAD 83(1993)-  37 45 55.79671(N)    086 36 09.41356(W)     ADJUSTED  
 HA1456* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 HA1456  ___________________________________________________________________
 HA1456  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 HA1456  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HA1456
 HA1456  HORZ ORDER  -  FIRST
 HA1456
 HA1456.The horizontal coordinates were established by classical geodetic methods
 HA1456.and adjusted by the National Geodetic Survey in December 1995..
 HA1456
 HA1456.The orthometric height was scaled from a topographic map.
 HA1456
 HA1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1456
 HA1456.The geoid height was determined by GEOID03.
 HA1456
 HA1456;                    North         East     Units Scale Factor Converg.
 HA1456;SPC KY1Z     - 1,159,288.270 1,424,882.947   MT  0.99990681   -0 31 24.5
 HA1456;SPC KY1Z     - 3,803,431.60  4,674,803.47   sFT  0.99990681   -0 31 24.5
 HA1456;SPC KY S     -   659,276.087   424,877.899   MT  0.99997368   -0 31 01.5
 HA1456;SPC KY S     - 2,162,974.96  1,393,953.57   sFT  0.99997368   -0 31 01.5
 HA1456;SPC IN W     -   279,575.460   942,355.494   MT  0.99998875   +0 17 39.9
 HA1456;SPC IN W     -   917,240.49  3,091,711.32   sFT  0.99998875   +0 17 39.9
 HA1456;UTM  16      - 4,179,871.510   535,000.228   MT  0.99961509   +0 14 36.1
 HA1456
 HA1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1456!SPC KY1Z     -   0.99996701  x   0.99990681  =   0.99987382
 HA1456!SPC KY S     -   0.99996701  x   0.99997368  =   0.99994069
 HA1456!SPC IN W     -   0.99996701  x   0.99998875  =   0.99995576
 HA1456!UTM  16      -   0.99996701  x   0.99961509  =   0.99958211
 HA1456
 HA1456|---------------------------------------------------------------------|
 HA1456| PID    Reference Object                     Distance      Geod. Az  |
 HA1456|                                                           dddmmss.s |
 HA1456| CG7079 BALLTOWN RM 1                        25.278 METERS 02754     |
 HA1456| HA1345 HARDINSBURG MUNICIPAL TANK          APPROX.13.1 KM 0820130.3 |
 HA1456| HA1344 HARDINSBURG BRECKINRIDGE CTHSE      APPROX.12.5 KM 0820705.3 |
 HA1456| CG7078 BALLTOWN AZ MK                                     2803606.4 |
 HA1456| CG7080 BALLTOWN RM 2                        28.594 METERS 28124     |
 HA1456| HA1461 CLOVERPORT MUNICIPAL TANK           APPROX. 8.2 KM 3405102.6 |
 HA1456|---------------------------------------------------------------------|
 HA1456
 HA1456                          SUPERSEDED SURVEY CONTROL
 HA1456
 HA1456  NAD 83(1986)-  37 45 55.80474(N)    086 36 09.41898(W) AD(       ) 1
 HA1456  NAD 27      -  37 45 55.60700(N)    086 36 09.48400(W) AD(       ) 1
 HA1456
 HA1456.Superseded values are not recommended for survey control.
 HA1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1456.See file dsdata.txt to determine how the superseded data were derived.
 HA1456
 HA1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3500079872(NAD 83)
 HA1456_MARKER: DS = TRIANGULATION STATION DISK
 HA1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1456
 HA1456  HISTORY     - Date     Condition        Report By
 HA1456  HISTORY     - 1950     MONUMENTED       CGS
 HA1456
 HA1456                          STATION DESCRIPTION
 HA1456
 HA1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1456'STATION IS LOCATED ABOUT 8 MILES WEST OF HARDINSBURG AND 5 MILES
 HA1456'SOUTHEAST OF CLOVERPORT. IT IS 31 FEET NORTHWEST OF THE NORTHEAST
 HA1456'CORNER OF AN OLD ABANDONED HOUSE AND 4 FEET SOUTHEAST OF A WHITE
 HA1456'WITNESS POST. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HA1456'BALLTOWN 1950.
 HA1456'
 HA1456'REFERENCE MARK NO. 1. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HA1456'STAMPED BALLTOWN NO 1 1950.
 HA1456'
 HA1456'REFERENCE MARK NO. 2. THE MARK PROJECTS 3 INCHES AND THE DISK IS
 HA1456'STAMPED BALLTOWN NO 2 1950.
 HA1456'
 HA1456'AZIMUTH MARK IS 37 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 3 FEET
 HA1456'NORTH OF A 24 INCH WALNUT TREE AND 3 FEET SOUTH OF A WHITE WITNESS
 HA1456'POST. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BALLTOWN
 HA1456'1950.
 HA1456'
 HA1456'TO REACH THE STATION FROM THE WEST END OF THE STEEL BRIDGE IN
 HA1456'CLOVERPORT, GO WEST ON U.S. HIGHWAY NO. 60 FOR 1.4 MILES TO WHERE
 HA1456'ROAD FORKS, TAKE LEFT FORK AND GO SOUTH ON GRAVEL ROAD FOR 1.05 MILE
 HA1456'TO WHERE ROAD FORKS, TAKE LEFT FORK AND GO 5.1 MILES TO A T-ROAD
 HA1456'INTERSECTION, TURN LEFT AND GO 1 MILE TO THE AZIMUTH MARK ON THE
 HA1456'RIGHT, CONTINUE FOR 0.5 MILE TO A HOUSE ON THE LEFT, TURN LEFT ON
 HA1456'DIRT LANE ON THE EAST SIDE OF HOUSE AND GO 0.1 MILE TO THE TOP OF
 HA1456'HILL AND THE STATION AS DESCRIBED.
 HA1456'
 HA1456'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1576 ***********************************************************************
 HB1576  DESIGNATION -  BANDANA
 HB1576  PID         -  HB1576
 HB1576  STATE/COUNTY-  KY/BALLARD
 HB1576  USGS QUAD   -  BANDANA (1982)
 HB1576
 HB1576                         *CURRENT SURVEY CONTROL
 HB1576  ___________________________________________________________________
 HB1576* NAD 83(1993)-  37 08 34.48025(N)    088 56 45.45933(W)     ADJUSTED  
 HB1576* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 HB1576  ___________________________________________________________________
 HB1576  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 HB1576  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HB1576
 HB1576  HORZ ORDER  -  SECOND
 HB1576
 HB1576.The horizontal coordinates were established by classical geodetic methods
 HB1576.and adjusted by the National Geodetic Survey in February 2000..
 HB1576
 HB1576.The orthometric height was scaled from a topographic map.
 HB1576
 HB1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1576
 HB1576.The geoid height was determined by GEOID03.
 HB1576
 HB1576;                    North         East     Units Scale Factor Converg.
 HB1576;SPC KY1Z     - 1,094,712.384 1,216,114.865   MT  0.99998628   -1 57 43.9
 HB1576;SPC KY1Z     - 3,591,568.88  3,989,870.19   sFT  0.99998628   -1 57 43.9
 HB1576;SPC KY S     -   594,643.752   216,123.549   MT  0.99995094   -1 56 17.6
 HB1576;SPC KY S     - 1,950,927.04    709,065.34   sFT  0.99995094   -1 56 17.6
 HB1576;UTM  16      - 4,112,498.676   327,171.548   MT  0.99996797   -1 10 31.0
 HB1576
 HB1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1576!SPC KY1Z     -   0.99998734  x   0.99998628  =   0.99997362
 HB1576!SPC KY S     -   0.99998734  x   0.99995094  =   0.99993828
 HB1576!UTM  16      -   0.99998734  x   0.99996797  =   0.99995531
 HB1576
 HB1576:                Primary Azimuth Mark                     Grid Az
 HB1576:SPC KY1Z     -  JOPPA RADIO STA KSB 782 MAST             040 31 25.6
 HB1576:SPC KY S     -  JOPPA RADIO STA KSB 782 MAST             040 29 59.3
 HB1576:UTM  16      -  JOPPA RADIO STA KSB 782 MAST             039 44 12.7
 HB1576
 HB1576|---------------------------------------------------------------------|
 HB1576| PID    Reference Object                     Distance      Geod. Az  |
 HB1576|                                                           dddmmss.s |
 HB1576| HB1564 JOPPA RADIO STA KSB 782 MAST        APPROX.11.3 KM 0383341.7 |
 HB1576| HB1567 JOPPA STEAM ELEC STA NW TOWER       APPROX.10.4 KM 0450240.4 |
 HB1576| HB1565 JOPPA STEAM ELEC STA CEN STACK      APPROX.10.7 KM 0462543.0 |
 HB1576| HB1563 JOPPA MUNICIPAL TANK                APPROX.11.6 KM 0515924.4 |
 HB1576| HB1568 JOPPA STEAM ELEC STA SE TOWER       APPROX. 9.6 KM 0532206.2 |
 HB1576| CI2924 BANDANA RM 1                         33.189 METERS 05614     |
 HB1576| CI2923 BANDANA AZ MK                                      0841019.2 |
 HB1576| HB1574 SHAWNEE TVA STEAM PLANT W STK       APPROX.15.0 KM 0854719.3 |
 HB1576| HB1573 SHAWNEE TVA STEAM PLANT E STK       APPROX.15.1 KM 0861658.5 |
 HB1576| CI2925 BANDANA RM 2                         26.862 METERS 28622     |
 HB1576|---------------------------------------------------------------------|
 HB1576
 HB1576                          SUPERSEDED SURVEY CONTROL
 HB1576
 HB1576  NAD 83(1993)-  37 08 34.48025(N)    088 56 45.45932(W) AD(       ) 2
 HB1576  NAD 83(1993)-  37 08 34.48442(N)    088 56 45.45823(W) AD(       ) 2
 HB1576  NAD 83(1986)-  37 08 34.48931(N)    088 56 45.46237(W) AD(       ) 2
 HB1576  NAD 27      -  37 08 34.30028(N)    088 56 45.22848(W) AD(       ) 2
 HB1576
 HB1576.Superseded values are not recommended for survey control.
 HB1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1576.See file dsdata.txt to determine how the superseded data were derived.
 HB1576
 HB1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG2717212499(NAD 83)
 HB1576_MARKER: DS = TRIANGULATION STATION DISK
 HB1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1576
 HB1576  HISTORY     - Date     Condition        Report By
 HB1576  HISTORY     - 1957     MONUMENTED       CGS
 HB1576
 HB1576                          STATION DESCRIPTION
 HB1576
 HB1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1576'THE STATION IS IN THE SOUTH EDGE OF THE VILLAGE OF BANDANA, NEAR THE
 HB1576'SOUTHEAST CORNER OF THE SCHOOL GROUNDS OF THE BANDANA
 HB1576'CONSOLIDATED SCHOOL. IT IS 280 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 HB1576'OF THE EAST-WEST WING OF THE SCHOOL BUILDING, 33 FEET
 HB1576'NORTHEAST OF A 24 INCH OAK TREE, 57 FEET WEST OF A 28 INCH OAK TREE
 HB1576'AND 20 FEET NORTHEAST OF A WHITE WITNESS POST AND A FENCE
 HB1576'CORNER. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BANDANA 1957.
 HB1576'
 HB1576'TO REACH THE AZIMUTH MARK FROM THE MAIN SCHOOL BUILDING, GO EAST ON A
 HB1576'PAVED STREET FOR 0.2 MILE TO A T-INTERSECTION TURN RIGHT AND GO
 HB1576'SOUTH ON STATE HIGHWAY 358 FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 HB1576'
 HB1576'REFERENCE MARK 1 IS 36 FEET NORTH OF A 28 INCH OAK TREE AND 64 FEET
 HB1576'SOUTH A TRIPLE TRUNKED GUM TREE. THE MONUMENT IS FLUSH AND THE
 HB1576'DISK IS STAMPED BANDANA NO 1 1957.
 HB1576'
 HB1576'REFERENCE MARK 2 IS 33 FEET NORTH OF AN OAK TREE WITH A TWIN TRUNK,
 HB1576'23 FEET NORTHEAST OF A 36 INCH OAK TREE AND 79 FEET
 HB1576'NORTHWEST OF A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK
 HB1576'IS STAMPED BANDANA NO 2 1957.
 HB1576'
 HB1576'THE AZIMUTH MARK IS 1 FOOT WEST OF A WIRE FENCE, 6 FEET NORTH OF A 6
 HB1576'INCH OAK TREE, 97 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 HB1576'OF A CINDER BLOCK BUILDING, 64 FEET NORTHWEST OF THE NORTHWEST CORNER
 HB1576'OF A CONCRETE BLOCK HOUSE AND 6 FEET NORTH OF A WHITE WITNESS
 HB1576'POST. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BANDANA
 HB1576'1957.
 HB1576'
 HB1576'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2970 ***********************************************************************
 GZ2970  DESIGNATION -  BANDY
 GZ2970  PID         -  GZ2970
 GZ2970  STATE/COUNTY-  KY/PULASKI
 GZ2970  USGS QUAD   -  WOODSTOCK (1979)
 GZ2970
 GZ2970                         *CURRENT SURVEY CONTROL
 GZ2970  ___________________________________________________________________
 GZ2970* NAD 83(1993)-  37 17 41.41435(N)    084 30 12.48340(W)     ADJUSTED  
 GZ2970* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 GZ2970  ___________________________________________________________________
 GZ2970  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 GZ2970  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GZ2970
 GZ2970  HORZ ORDER  -  THIRD
 GZ2970
 GZ2970.The horizontal coordinates were established by classical geodetic methods
 GZ2970.and adjusted by the National Geodetic Survey in December 1995..
 GZ2970
 GZ2970.The orthometric height was scaled from a topographic map.
 GZ2970
 GZ2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2970
 GZ2970.The geoid height was determined by GEOID03.
 GZ2970
 GZ2970;                    North         East     Units Scale Factor Converg.
 GZ2970;SPC KY1Z     - 1,107,449.496 1,610,517.910   MT  0.99995611   +0 45 55.2
 GZ2970;SPC KY1Z     - 3,633,357.22  5,283,840.84   sFT  0.99995611   +0 45 55.2
 GZ2970;SPC KY S     -   607,430.989   610,516.833   MT  0.99994564   +0 45 21.5
 GZ2970;SPC KY S     - 1,992,879.84  2,003,003.98   sFT  0.99994564   +0 45 21.5
 GZ2970;UTM  16      - 4,130,502.688   721,289.795   MT  1.00020325   +1 30 47.9
 GZ2970
 GZ2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2970!SPC KY1Z     -   0.99995179  x   0.99995611  =   0.99990790
 GZ2970!SPC KY S     -   0.99995179  x   0.99994564  =   0.99989743
 GZ2970!UTM  16      -   0.99995179  x   1.00020325  =   1.00015503
 GZ2970
 GZ2970:                Primary Azimuth Mark                     Grid Az
 GZ2970:SPC KY1Z     -  CABLE                                    055 04 37.1
 GZ2970:SPC KY S     -  CABLE                                    055 05 10.8
 GZ2970:UTM  16      -  CABLE                                    054 19 44.4
 GZ2970
 GZ2970|---------------------------------------------------------------------|
 GZ2970| PID    Reference Object                     Distance      Geod. Az  |
 GZ2970|                                                           dddmmss.s |
 GZ2970| GZ2964 CABLE                               APPROX. 7.8 KM 0555032.3 |
 GZ2970| GZ1059 G 177                                              1864905.8 |
 GZ2970| DB8686 BANDY RM 1                           18.843 METERS 21949     |
 GZ2970| DB8687 BANDY RM 2                           19.157 METERS 31935     |
 GZ2970|---------------------------------------------------------------------|
 GZ2970
 GZ2970                          SUPERSEDED SURVEY CONTROL
 GZ2970
 GZ2970  NAD 83(1986)-  37 17 41.42227(N)    084 30 12.48875(W) AD(       ) 3
 GZ2970  NAD 27      -  37 17 41.12500(N)    084 30 12.67900(W) AD(       ) 3
 GZ2970
 GZ2970.Superseded values are not recommended for survey control.
 GZ2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2970.See file dsdata.txt to determine how the superseded data were derived.
 GZ2970
 GZ2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2129030503(NAD 83)
 GZ2970_MARKER: DS = TRIANGULATION STATION DISK
 GZ2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2970
 GZ2970  HISTORY     - Date     Condition        Report By
 GZ2970  HISTORY     - 1950     MONUMENTED       CGS
 GZ2970  HISTORY     - 1980     GOOD             NGS
 GZ2970
 GZ2970                          STATION DESCRIPTION
 GZ2970
 GZ2970'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2970'STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF SOMERSET IN THE
 GZ2970'VILLAGE OF BANDY. IT IS ABOUT 200 FEET EAST OF A FRAME HOUSE, 39
 GZ2970'FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN, 30 FEET WEST OF THE
 GZ2970'CENTER OF STATE HIGHWAY NO.39 AND 6 FEET WEST OF A WHITE WITNESS
 GZ2970'POST. THE MARK IS FLUSH AND THE DISK IS STAMPED BANDY 1950.
 GZ2970'
 GZ2970'REFERENCE MARK NO.1 IS 40 FEET WEST OF THE CENTER OF HIGHWAY, 39 FEET
 GZ2970'SOUTH OF A 12 INCH APPLE TREE AND 15 FEET WEST OF THE CENTER OF
 GZ2970'DRIVEWAY. THE MARK IS FLUSH AND THE DISK IS STAMPED BANDY NO 1 1950.
 GZ2970'
 GZ2970'REFERENCE MARK NO.2 IS 1 FOOT SOUTHEAST OF THE SOUTHWEST CORNER OF A
 GZ2970'BARN. THE MARK IS FLUSH AND THE DISK IS STAMPED BANDY NO 2 1950.
 GZ2970'
 GZ2970'G-177 USC AND GS BM WAS USED AS THE AZIMUTH MARK AND IS 210 FEET
 GZ2970'NORTHEAST OF THE INTERSECTION OF STATE HIGHWAYS NO. 70 AND NO. 39,
 GZ2970'39 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 39, 1 FOOT WEST OF A
 GZ2970'FENCELINE AND 1 FOOT SOUTH OF A WHITE WITNESS POST. THE MARK IS A
 GZ2970'CONCRETE POST 10 INCHES IN DIAMETER AND PROJECTS 12 INCHES WITH A
 GZ2970'STANDARD USC AND GS BRONZE BENCH MARK DISK ATOP STAMPED G 177 1950.
 GZ2970'
 GZ2970'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN SOMERSET, GO NORTH ON
 GZ2970'U.S. HIGHWAY NO. 27 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY
 GZ2970'NO. 39, TURN RIGHT ON STATE HIGHWAY NO.39 AND GO 15.2 MILES TO THE
 GZ2970'JUNCTION OF STATE HIGHWAY NO.70 AND THE USC AND GS BM IN THE
 GZ2970'NORTHEAST ANGLE, CONTINUE ON STATE HIGHWAY NO. 39 FOR 0.1 MILE TO THE
 GZ2970'STATION ON THE LEFT AS DESCRIBED.
 GZ2970'
 GZ2970'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GZ2970
 GZ2970                          STATION RECOVERY (1980)
 GZ2970
 GZ2970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GZ2970'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE DIRECTION TO
 GZ2970'THE REFERENCE MARKS CHECKED AS DID THE DISTANCE TO RM 1.  THE DISTANCE
 GZ2970'TO RM 2 WAS FOUND TO BE IN ERROR BY 0.10 OF A FOOT.  THE AZIMUTH
 GZ2970'MARK, BM G 177 1950, WAS IN THE WAY OF FARMING AND WAS DESTROYED AFTER
 GZ2970'A NEW MARK WAS SGT.  THE DESCRIPTION IS GOOD WITH THE FOLLOWING.
 GZ2970'
 GZ2970'THE STATION IS LOCATED ON THE PROPERTY OF HENRY AND ISSAC
 GZ2970'BLANKENSHIP, ROUTE 3, EUBANK, KY.
 GZ2970'
 GZ2970'REFERENCE MARK 1 IS 1 FOOT WEST OF EAST GATE POST.
 GZ2970'
 GZ2970'G 177 RESET 1980 IS A STANDARD BENCH MARK DISK SET IN A DRILL HOLE
 GZ2970'IN THE TOP AND NORTH END OF A CONCRETE HEADWALL, 13 FT NW OF C/L OF
 GZ2970'STATE HIGHWAY 39 AND 14 FEET SOUTHEAST OF THE CENTERLINE OF A
 GZ2970'GRAVELED DRIVEWAY.  THE DISK IS STAMPED---G 177 RESET 1980---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2698 ***********************************************************************
 GZ2698  DESIGNATION -  BARDSTOWN CATH CHURCH SPIRE
 GZ2698  PID         -  GZ2698
 GZ2698  STATE/COUNTY-  KY/NELSON
 GZ2698  USGS QUAD   -  BARDSTOWN (1987)
 GZ2698
 GZ2698                         *CURRENT SURVEY CONTROL
 GZ2698  ___________________________________________________________________
 GZ2698* NAD 83(1993)-  37 48 37.98880(N)    085 28 17.04070(W)     ADJUSTED  
 GZ2698* NAVD 88     -                                                        
 GZ2698  ___________________________________________________________________
 GZ2698  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 GZ2698  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 GZ2698
 GZ2698  HORZ ORDER  -  THIRD
 GZ2698
 GZ2698.The horizontal coordinates were established by classical geodetic methods
 GZ2698.and adjusted by the National Geodetic Survey in December 1995..
 GZ2698
 GZ2698
 GZ2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2698
 GZ2698.The geoid height was determined by GEOID03.
 GZ2698
 GZ2698;                    North         East     Units Scale Factor Converg.
 GZ2698;SPC KY1Z     - 1,163,981.852 1,524,530.570   MT  0.99990560   +0 10 15.8
 GZ2698;SPC KY1Z     - 3,818,830.46  5,001,730.71   sFT  0.99990560   +0 10 15.8
 GZ2698;SPC KY S     -   663,973.746   524,532.394   MT  0.99997990   +0 10 08.3
 GZ2698;SPC KY S     - 2,178,387.20  1,720,903.36   sFT  0.99997990   +0 10 08.3
 GZ2698;UTM  16      - 4,185,896.281   634,555.499   MT  0.99982300   +0 56 14.1
 GZ2698
 GZ2698                          SUPERSEDED SURVEY CONTROL
 GZ2698
 GZ2698  NAD 83(1986)-  37 48 37.99652(N)    085 28 17.04991(W) AD(       ) 4
 GZ2698  NAD 27      -  37 48 37.77500(N)    085 28 17.19600(W) AD(       ) 3
 GZ2698
 GZ2698.Superseded values are not recommended for survey control.
 GZ2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2698.See file dsdata.txt to determine how the superseded data were derived.
 GZ2698
 GZ2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG3455585896(NAD 83)
 GZ2698_MARKER: 90 = CHURCH SPIRE
 GZ2698
 GZ2698  HISTORY     - Date     Condition        Report By
 GZ2698  HISTORY     - 1883     FIRST OBSERVED   CGS
 GZ2698
 GZ2698                          STATION DESCRIPTION
 GZ2698
 GZ2698'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (JFP)
 GZ2698'THE SPIRE OF THE ST. JOSEPH CATHOLIC CHURCH AT BARDSTOWN. IT IS THE
 GZ2698'MOST CONSPICUOUS SPIRE IN THE TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2783 ***********************************************************************
 GZ2783  DESIGNATION -  BARDSTOWN JUNCTION METH CHURCH
 GZ2783  PID         -  GZ2783
 GZ2783  STATE/COUNTY-  KY/BULLITT
 GZ2783  USGS QUAD   -  SHEPHERDSVILLE (1991)
 GZ2783
 GZ2783                         *CURRENT SURVEY CONTROL
 GZ2783  ___________________________________________________________________
 GZ2783* NAD 83(1993)-  37 56 25.60435(N)    085 41 58.45971(W)     ADJUSTED  
 GZ2783* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 GZ2783  ___________________________________________________________________
 GZ2783  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 GZ2783  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 GZ2783
 GZ2783  HORZ ORDER  -  SECOND
 GZ2783
 GZ2783.The horizontal coordinates were established by classical geodetic methods
 GZ2783.and adjusted by the National Geodetic Survey in December 1995..
 GZ2783
 GZ2783.The orthometric height was scaled from a topographic map.
 GZ2783
 GZ2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2783
 GZ2783.The geoid height was determined by GEOID03.
 GZ2783
 GZ2783;                    North         East     Units Scale Factor Converg.
 GZ2783;SPC KY1Z     - 1,178,362.448 1,504,432.364   MT  0.99990556   +0 01 51.5
 GZ2783;SPC KY1Z     - 3,866,010.80  4,935,791.85   sFT  0.99990556   +0 01 51.5
 GZ2783;SPC KY N     -    49,890.658   372,582.359   MT  1.00000407   -0 54 06.2
 GZ2783;SPC KY N     -   163,682.93  1,222,380.62   sFT  1.00000407   -0 54 06.2
 GZ2783;SPC KY S     -   678,355.998   504,432.788   MT  1.00000131   +0 01 50.1
 GZ2783;SPC KY S     - 2,225,572.97  1,654,959.91   sFT  1.00000131   +0 01 50.1
 GZ2783;UTM  16      - 4,200,004.758   614,268.780   MT  0.99976082   +0 47 58.7
 GZ2783
 GZ2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2783!SPC KY1Z     -   0.99995816  x   0.99990556  =   0.99986372
 GZ2783!SPC KY N     -   0.99995816  x   1.00000407  =   0.99996223
 GZ2783!SPC KY S     -   0.99995816  x   1.00000131  =   0.99995947
 GZ2783!UTM  16      -   0.99995816  x   0.99976082  =   0.99971899
 GZ2783
 GZ2783:                Primary Azimuth Mark                     Grid Az
 GZ2783:SPC KY1Z     -  BRITTS KNOB                              151 47 48.2
 GZ2783:SPC KY N     -  BRITTS KNOB                              152 43 45.9
 GZ2783:SPC KY S     -  BRITTS KNOB                              151 47 49.6
 GZ2783:UTM  16      -  BRITTS KNOB                              151 01 41.0
 GZ2783
 GZ2783|---------------------------------------------------------------------|
 GZ2783| PID    Reference Object                     Distance      Geod. Az  |
 GZ2783|                                                           dddmmss.s |
 GZ2783| GZ2784 BRITTS KNOB                         APPROX. 5.0 KM 1514939.7 |
 GZ2783|---------------------------------------------------------------------|
 GZ2783
 GZ2783                          SUPERSEDED SURVEY CONTROL
 GZ2783
 GZ2783  NAD 83(1986)-  37 56 25.61075(N)    085 41 58.46838(W) AD(       ) 2
 GZ2783  NAD 27      -  37 56 25.38000(N)    085 41 58.61000(W) AD(       ) 2
 GZ2783
 GZ2783.Superseded values are not recommended for survey control.
 GZ2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2783.See file dsdata.txt to determine how the superseded data were derived.
 GZ2783
 GZ2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1426900005(NAD 83)
 GZ2783_MARKER: 90 = CHURCH SPIRE
 GZ2783
 GZ2783  HISTORY     - Date     Condition        Report By
 GZ2783  HISTORY     - 1883     FIRST OBSERVED   CGS
 GZ2783
 GZ2783                          STATION DESCRIPTION
 GZ2783
 GZ2783'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (JFP)
 GZ2783'THE VERY SMALL SPIRE OF THE ONLY METHODIST CHURCH IN BARDSTOWN
 GZ2783'JUNCTION. THE CHURCH IS A
 GZ2783'SMALL WOODEN STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2699 ***********************************************************************
 GZ2699  DESIGNATION -  BARDSTOWN MUNICIPAL TANK
 GZ2699  PID         -  GZ2699
 GZ2699  STATE/COUNTY-  KY/NELSON
 GZ2699  USGS QUAD   -  BARDSTOWN (1987)
 GZ2699
 GZ2699                         *CURRENT SURVEY CONTROL
 GZ2699  ___________________________________________________________________
 GZ2699* NAD 83(1993)-  37 48 38.80701(N)    085 27 49.57707(W)     ADJUSTED  
 GZ2699* NAVD 88     -                                                        
 GZ2699  ___________________________________________________________________
 GZ2699  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 GZ2699  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GZ2699
 GZ2699  HORZ ORDER  -  THIRD
 GZ2699
 GZ2699.The horizontal coordinates were established by classical geodetic methods
 GZ2699.and adjusted by the National Geodetic Survey in December 1995..
 GZ2699
 GZ2699
 GZ2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2699
 GZ2699.The geoid height was determined by GEOID03.
 GZ2699
 GZ2699;                    North         East     Units Scale Factor Converg.
 GZ2699;SPC KY1Z     - 1,164,009.109 1,525,202.202   MT  0.99990560   +0 10 32.6
 GZ2699;SPC KY1Z     - 3,818,919.89  5,003,934.22   sFT  0.99990560   +0 10 32.6
 GZ2699;SPC KY S     -   664,000.980   525,204.076   MT  0.99997993   +0 10 24.9
 GZ2699;SPC KY S     - 2,178,476.55  1,723,107.04   sFT  0.99997993   +0 10 24.9
 GZ2699;UTM  16      - 4,185,932.514   635,226.651   MT  0.99982523   +0 56 31.0
 GZ2699
 GZ2699                          SUPERSEDED SURVEY CONTROL
 GZ2699
 GZ2699  NAD 83(1986)-  37 48 38.81478(N)    085 27 49.58636(W) AD(       ) 4
 GZ2699  NAD 27      -  37 48 38.59800(N)    085 27 49.75100(W) AD(       ) 3
 GZ2699
 GZ2699.Superseded values are not recommended for survey control.
 GZ2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2699.See file dsdata.txt to determine how the superseded data were derived.
 GZ2699
 GZ2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG3522785933(NAD 83)
 GZ2699_MARKER: 51 = TANK
 GZ2699
 GZ2699  HISTORY     - Date     Condition        Report By
 GZ2699  HISTORY     - 1933     FIRST OBSERVED   CGS
 GZ2699
 GZ2699                          STATION DESCRIPTION
 GZ2699
 GZ2699'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0725 ***********************************************************************
 HB0725  DESIGNATION -  BARLOW
 HB0725  PID         -  HB0725
 HB0725  STATE/COUNTY-  KY/BALLARD
 HB0725  USGS QUAD   -  BARLOW (1977)
 HB0725
 HB0725                         *CURRENT SURVEY CONTROL
 HB0725  ___________________________________________________________________
 HB0725* NAD 83(1993)-  37 03 09.74673(N)    089 02 52.43133(W)     ADJUSTED  
 HB0725* NAVD 88     -       115.035  (meters)     377.41   (feet)  ADJUSTED  
 HB0725  ___________________________________________________________________
 HB0725  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 HB0725  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HB0725  DYNAMIC HT  -         114.950 (meters)     377.13  (feet)  COMP
 HB0725  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 HB0725
 HB0725  HORZ ORDER  -  FIRST
 HB0725  VERT ORDER  -  FIRST     CLASS I
 HB0725
 HB0725.The horizontal coordinates were established by classical geodetic methods
 HB0725.and adjusted by the National Geodetic Survey in February 2000..
 HB0725
 HB0725.The orthometric height was determined by differential leveling
 HB0725.and adjusted by the National Geodetic Survey in June 1991..
 HB0725
 HB0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0725
 HB0725.The geoid height was determined by GEOID03.
 HB0725
 HB0725.The dynamic height is computed by dividing the NAVD 88
 HB0725.geopotential number by the normal gravity value computed on the
 HB0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0725.degrees latitude (g = 980.6199 gals.).
 HB0725
 HB0725.The modeled gravity was interpolated from observed gravity values.
 HB0725
 HB0725;                    North         East     Units Scale Factor Converg.
 HB0725;SPC KY1Z     - 1,085,022.937 1,206,710.231   MT  1.00000747   -2 01 29.2
 HB0725;SPC KY1Z     - 3,559,779.42  3,959,015.15   sFT  1.00000747   -2 01 29.2
 HB0725;SPC KY S     -   584,950.724   206,723.435   MT  0.99995740   -2 00 00.2
 HB0725;SPC KY S     - 1,919,125.83    678,225.14   sFT  0.99995740   -2 00 00.2
 HB0725;UTM  16      - 4,102,680.780   317,901.256   MT  1.00000851   -1 14 03.5
 HB0725
 HB0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0725!SPC KY1Z     -   0.99998638  x   1.00000747  =   0.99999385
 HB0725!SPC KY S     -   0.99998638  x   0.99995740  =   0.99994378
 HB0725!UTM  16      -   0.99998638  x   1.00000851  =   0.99999489
 HB0725
 HB0725|---------------------------------------------------------------------|
 HB0725| PID    Reference Object                     Distance      Geod. Az  |
 HB0725|                                                           dddmmss.s |
 HB0725| HB0724 BARLOW RM 3                          26.569 METERS 02118     |
 HB0725| HB0726 BARLOW RM 1                         208.230 METERS 03126     |
 HB0725| HB1718 BARLOW WATER TANK                    14.802 METERS 03434     |
 HB0725| HB0727 BARLOW RM 2                          27.682 METERS 16159     |
 HB0725| HB1720 CAIRO CATHOLIC CHURCH SPIRE         APPROX.12.7 KM 2445548.2 |
 HB0725| HB1723 CAIRO WATER SUPPLY WATER TANK       APPROX.12.5 KM 2460913.5 |
 HB0725| HB0890 CAIRO                               APPROX.12.4 KM 2711942.3 |
 HB0725| HB1727 TRANSMISSION TWR E BANK OHIO R      APPROX. 9.7 KM 2805944.3 |
 HB0725| HB1728 TRANSMISSION TWR W BANK OHIO R      APPROX.11.0 KM 2833302.0 |
 HB0725| HB1724 MOUND CITY MUNICIPAL TANK           APPROX.10.7 KM 2894203.4 |
 HB0725|---------------------------------------------------------------------|
 HB0725
 HB0725                          SUPERSEDED SURVEY CONTROL
 HB0725
 HB0725  NAD 83(1993)-  37 03 09.74703(N)    089 02 52.43314(W) AD(       ) 1
 HB0725  NAD 83(1993)-  37 03 09.74856(N)    089 02 52.43173(W) AD(       ) 1
 HB0725  NAD 83(1986)-  37 03 09.75488(N)    089 02 52.43513(W) AD(       ) 1
 HB0725  NAD 27      -  37 03 09.56600(N)    089 02 52.19000(W) AD(       ) 1
 HB0725  NGVD 29 (??/??/??)  114.935  (m)          377.08   (f) ADJUSTED    1 1
 HB0725
 HB0725.Superseded values are not recommended for survey control.
 HB0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0725.See file dsdata.txt to determine how the superseded data were derived.
 HB0725
 HB0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1790102681(NAD 83)
 HB0725_MARKER: DS = TRIANGULATION STATION DISK
 HB0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0725_STAMPING: BARLOW 1929
 HB0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0725+STABILITY: SURFACE MOTION
 HB0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0725+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 HB0725
 HB0725  HISTORY     - Date     Condition        Report By
 HB0725  HISTORY     - 1929     MONUMENTED       CGS
 HB0725  HISTORY     - 1930     GOOD             CGS
 HB0725  HISTORY     - 1935     GOOD             CGS
 HB0725  HISTORY     - 1960     GOOD             CGS
 HB0725  HISTORY     - 1968     GOOD             CGS
 HB0725  HISTORY     - 1968     GOOD             CGS
 HB0725  HISTORY     - 20020425 GOOD             USACE
 HB0725
 HB0725                          STATION DESCRIPTION
 HB0725
 HB0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 HB0725'IN THE TOWN OF BARLOW, KY., ON A LOT OWNED BY THE TOWN AND JUST SOUTH
 HB0725'OF THE WATER TANK. THIS TANK IS 1 BLOCK NORTH AND 1 BLOCK
 HB0725'WEST OF THE MAIN CORNER OF BARLOW, AND 150 YARDS SOUTHEAST OF THE
 HB0725'RAILROAD STATION. STATION IS 30 FEET EAST OF THE SOUTHEAST
 HB0725'CORNER OF A HOUSE OWNED BY HATTIE DODSON, 27 FEET SOUTH OF THE
 HB0725'SOUTHWEST FOOTING OF WATER TANK, AND 100 FEET SOUTH OF STREET.
 HB0725'SIGNAL USED, 116 FOOT STEEL TOWER.
 HB0725'
 HB0725'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HB0725'SET IN CONCRETE.
 HB0725'
 HB0725'REFERENCE MARK NO.1 IS NORTHEAST OF STATION IN FENCE LINE ON HOAGUE
 HB0725'STREET 130 FEET EAST OF INTERSECTION WITH ROAD WHICH PASSES
 HB0725'UNDER THE ILLINOIS CENTRAL RAILROAD NORTHEAST OF BARLOW WATER TANK.
 HB0725'
 HB0725'REFERENCE MARK NO.2 IS SOUTHEAST OF STATION ABOUT 50 FEET WEST OF
 HB0725'PUMPHOUSE AT BARLOW.
 HB0725
 HB0725                          STATION RECOVERY (1930)
 HB0725
 HB0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RHS)
 HB0725'RECOVERED, DESCRIPTION ADEQUATE.
 HB0725
 HB0725                          STATION RECOVERY (1935)
 HB0725
 HB0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 HB0725'SURFACE AND REFERENCE AND REFERENCE MARKERS IN GOOD CONDITION.
 HB0725
 HB0725                          STATION RECOVERY (1960)
 HB0725
 HB0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 HB0725'STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HB0725'CONDITION. R.M. NO. 1 WAS NOT VISIBLE FROM STATION AND WAS
 HB0725'DESTROYED BY THIS PARTY. R.M. NO. 3 WAS ESTABLISHED AND IS DESCRIBED
 HB0725'BELOW. R.M. NO. 2 WAS RECOVERED AS DESCRIBED AND FOUND TO BE
 HB0725'IN GOOD CONDITION. THE DISTANCE TO R.M. NO. 2 CHECKED BUT A
 HB0725'DIFFERENCE WAS FOUND IN DIRECTION AND IS SHOWN BELOW.
 HB0725'
 HB0725'THE ORIGINAL TO REACH IS ADEQUATE.
 HB0725'
 HB0725'REFERENCE MARK NUMBER 3, A STANDARD MARK DISK STAMPED BARLOW NO 3
 HB0725'1929, IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 HB0725'PROJECTS ABOUT 6 INCHES. THE MARK IS 41 FEET NORTH OF CENTER OF WATER
 HB0725'TANK, 28 FEET SOUTH OF CENTER OF ROAD, 25 FEET EAST OF FENCE
 HB0725'CORNER AND 1 FOOT SOUTH OF FENCE.
 HB0725
 HB0725                          STATION RECOVERY (1968)
 HB0725
 HB0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 HB0725'THE STATION MARK, STAMPED BARLOW 1929, IS ABOUT 0.05 MILE NORTH ALONG
 HB0725'U.S. HIGHWAY 60 FROM THE POST OFFICE AT BARLOW, THENCE 0.1
 HB0725'MILE NORTH ALONG NORTH 4TH STREET, THENCE 0.05 MILE WEST ALONG WEST
 HB0725'LAKE DRIVE, 70 FEET SOUTH OF THE CENTERLINE OF THE DRIVE, 48
 HB0725'1/2 FEET SOUTHWEST OF THE VERTICAL WATER PIPE IN THE CENTER OF A
 HB0725'WATER TOWER, 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HB0725'CORRUGATED METAL BUILDING, 42-1/2 FEET SOUTH OF A 36-INCH MAPLE
 HB0725'TREE, 36 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE,
 HB0725'ABOUT 4 FEET ABOVE THE LEVEL OF THE DRIVE, AND SET IN THE TOP
 HB0725'OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 HB0725'
 HB0725'R.M. 2, STAMPED BARLOW NO 2 1929, IS 90.40 FEET SOUTH-SOUTHEAST OF
 HB0725'THE STATION MARK, 195 FEET SOUTH OF THE CENTERLINE OF
 HB0725'THE DRIVE, 126 FEET SOUTH OF THE VERTICAL WATER PIPE IN THE CENTER OF
 HB0725'A WATER TOWER, 17-1/2 FEET SOUTH OF A METAL FENCE CORNER
 HB0725'POST, 9.7 FEET WEST OF THE WEST WALL OF A METAL BUILDING, 3-1/2 FEET
 HB0725'EAST OF A FENCE, 167.23 FEET SOUTH OF BARLOW R.M. 3,
 HB0725'ABOUT 4 FEET ABOVE THE LEVEL OF THE DRIVE, AND SET IN THE TOP OF A
 HB0725'CONCRETE POST WHICH PROJECTS 4 INCHES.
 HB0725'
 HB0725'R.M. 3, STAMPED BARLOW NO 3 1929, IS 87.16 FEET NORTHEAST OF THE
 HB0725'STATION MARK, 28 FEET SOUTH OF THE CENTERLINE OF THE DRIVE, 41
 HB0725'FEET NORTH OF THE VERTICAL WATER PIPE IN THE CENTER OF A WATER TOWER,
 HB0725'70.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 HB0725'HOUSE, 64-1/2 FEET SOUTHEAST AND ACROSS THE DRIVE FROM THE SOUTHEAST
 HB0725'CORNER OF A BRICK BUILDING, 22 FEET WEST OF THE NORTHWEST CORNER
 HB0725'OF A CORRUGATED METAL BUILDING, 167.23 FEET NORTH OF BARLOW NO 2,
 HB0725'ABOUT 3 FEET ABOVE THE LEVEL OF THE DRIVE, AND SET IN THE TOP OF
 HB0725'A CONCRETE POST WHICH PROJECTS 1 INCH.
 HB0725'
 HB0725'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-0.2 MILES NORTHWEST.
 HB0725
 HB0725                          STATION RECOVERY (1968)
 HB0725
 HB0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HB0725'0.2 MI NW FROM BARLOW.
 HB0725'ABOUT 0.05 MILE NORTH ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 HB0725'AT BARLOW, THENCE 0.1 MILE NORTH ALONG NORTH 4TH STREET, THENCE
 HB0725'0.05 MILE WEST ALONG WEST LAKE DRIVE, 70 FEET SOUTH OF THE
 HB0725'CENTERLINE OF THE DRIVE, 48 1/2 FEET SOUTHWEST OF THE VERTICAL WATER
 HB0725'PIPE IN THE CENTER OF A WATER TOWER, 47 FEET SOUTHWEST OF THE
 HB0725'SOUTHWEST CORNER OF A CORRUGATED METAL BUILDING, 42 1/2 FEET SOUTH
 HB0725'OF A 36-INCH MAPLE TREE, 36 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 HB0725'OF A FRAME HOUSE, 87.16 FEET SOUTHWEST OF BARLOW R.M. 3, 90.40 FEET
 HB0725'NORTH-NORTHWEST OF BARLOW R.M. 2, ABOUT 4 FEET ABOVE THE LEVEL OF
 HB0725'THE DRIVE, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 HB0725'THE SURFACE OF THE GROUND.
 HB0725
 HB0725                          STATION RECOVERY (2002)
 HB0725
 HB0725'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0725'WATER TOWER AND FOOTING NO LONGER EXISTS. ALL OTHER REFERENCES OK.
 HB0725'RM 2 AND RM 3 FOUND GOOD ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0727 ***********************************************************************
 HB0727  HT_MOD      -  This is a Height Modernization Survey Station.
 HB0727  DESIGNATION -  BARLOW RM 2
 HB0727  PID         -  HB0727
 HB0727  STATE/COUNTY-  KY/BALLARD
 HB0727  USGS QUAD   -  BARLOW (1977)
 HB0727
 HB0727                         *CURRENT SURVEY CONTROL
 HB0727  ___________________________________________________________________
 HB0727* NAD 83(1993)-  37 03 08.89281(N)    089 02 52.08475(W)     ADJUSTED  
 HB0727* NAVD 88     -       114.78   (meters)     376.6    (feet)  GPS OBS   
 HB0727  ___________________________________________________________________
 HB0727  X           -      84,695.770 (meters)                     COMP
 HB0727  Y           -  -5,095,851.845 (meters)                     COMP
 HB0727  Z           -   3,822,094.180 (meters)                     COMP
 HB0727  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 HB0727  ELLIP HEIGHT-          86.52  (meters)          (04/05/04) GPS OBS
 HB0727  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HB0727  DYNAMIC HT  -         114.70  (meters)     376.3   (feet)  COMP
 HB0727  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 HB0727
 HB0727  HORZ ORDER  -  B
 HB0727  VERT ORDER  -  THIRD (See Below)
 HB0727  ELLP ORDER  -  FOURTH    CLASS I
 HB0727
 HB0727.The horizontal coordinates were established by GPS observations
 HB0727.and adjusted by the National Geodetic Survey in April 2004..
 HB0727
 HB0727.The orthometric height was determined by GPS observations and a
 HB0727.high-resolution geoid model using precise GPS observation and
 HB0727.processing techniques. It supersedes the leveled height previously
 HB0727.determined for this station.
 HB0727.WARNING-Repeat measurements at this control monument indicate possible
 HB0727.vertical movement.
 HB0727.The vertical order pertains to the first NAVD 88 superseded value.
 HB0727
 HB0727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB0727
 HB0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0727
 HB0727.The ellipsoidal height was determined by GPS observations
 HB0727.and is referenced to NAD 83.
 HB0727
 HB0727.The geoid height was determined by GEOID03.
 HB0727
 HB0727.The dynamic height is computed by dividing the NAVD 88
 HB0727.geopotential number by the normal gravity value computed on the
 HB0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0727.degrees latitude (g = 980.6199 gals.).
 HB0727
 HB0727.The modeled gravity was interpolated from observed gravity values.
 HB0727
 HB0727;                    North         East     Units Scale Factor Converg.
 HB0727;SPC KY1Z     - 1,084,996.327 1,206,717.860   MT  1.00000753   -2 01 29.0
 HB0727;SPC KY1Z     - 3,559,692.12  3,959,040.18   sFT  1.00000753   -2 01 29.0
 HB0727;SPC KY S     -   584,924.118   206,731.074   MT  0.99995742   -1 59 60.0
 HB0727;SPC KY S     - 1,919,038.54    678,250.20   sFT  0.99995742   -1 59 60.0
 HB0727;UTM  16      - 4,102,654.278   317,909.251   MT  1.00000847   -1 14 03.2
 HB0727
 HB0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0727!SPC KY1Z     -   0.99998642  x   1.00000753  =   0.99999395
 HB0727!SPC KY S     -   0.99998642  x   0.99995742  =   0.99994384
 HB0727!UTM  16      -   0.99998642  x   1.00000847  =   0.99999489
 HB0727
 HB0727                          SUPERSEDED SURVEY CONTROL
 HB0727
 HB0727  NAVD 88 (06/15/91)  114.769  (m)          376.54   (f) ADJUSTED    1 1
 HB0727  NGVD 29 (??/??/??)  114.678  (m)          376.24   (f) ADJUSTED    1 1
 HB0727
 HB0727.Superseded values are not recommended for survey control.
 HB0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0727.See file dsdata.txt to determine how the superseded data were derived.
 HB0727
 HB0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1790902654(NAD 83)
 HB0727_MARKER: DR = REFERENCE MARK DISK
 HB0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0727_STAMPING: BARLOW NO 2 1929
 HB0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0727+STABILITY: SURFACE MOTION
 HB0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0727+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 HB0727
 HB0727  HISTORY     - Date     Condition        Report By
 HB0727  HISTORY     - 1929     MONUMENTED       CGS
 HB0727  HISTORY     - 1968     GOOD             CGS
 HB0727  HISTORY     - 20020425 GOOD             USACE
 HB0727
 HB0727                          STATION DESCRIPTION
 HB0727
 HB0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0727'0.2 MI NW FROM BARLOW.
 HB0727'ABOUT 0.05 MILE NORTH ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 HB0727'AT BARLOW, THENCE 0.1 MILE NORTH ALONG NORTH 4TH STREET, THENCE
 HB0727'0.05 MILE WEST ALONG WEST LAKE DRIVE, 195 FEET SOUTH OF THE
 HB0727'CENTERLINE OF THE DRIVE, 126 FEET SOUTH OF THE VERTICAL WATER PIPE
 HB0727'IN THE CENTER OF A WATER TOWER, 17 1/2 FEET SOUTH OF A METAL FENCE
 HB0727'CORNER POST, 9.7 FEET WEST OF THE WEST WALL OF A METAL BUILDING,
 HB0727'3 1/2 FEET EAST OF A FENCE, 90.40 FEET SOUTH-SOUTHEAST OF
 HB0727'TRIANGULATION STATION BARLOW, 167.23 FEET SOUTH OF BARLOW R.M. 3,
 HB0727'ABOUT 4 FEET ABOVE THE LEVEL OF THE DRIVE, AND SET IN THE TOP OF A
 HB0727'CONCRETE POST WHICH PROJECTS 4 INCHES.
 HB0727
 HB0727                          STATION RECOVERY (2002)
 HB0727
 HB0727'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0724 ***********************************************************************
 HB0724  DESIGNATION -  BARLOW RM 3
 HB0724  PID         -  HB0724
 HB0724  STATE/COUNTY-  KY/BALLARD
 HB0724  USGS QUAD   -  BARLOW (1977)
 HB0724
 HB0724                         *CURRENT SURVEY CONTROL
 HB0724  ___________________________________________________________________
 HB0724* NAD 83(1986)-  37 03 09.     (N)    089 02 51.     (W)     SCALED    
 HB0724* NAVD 88     -       114.535  (meters)     375.77   (feet)  ADJUSTED  
 HB0724  ___________________________________________________________________
 HB0724  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HB0724  DYNAMIC HT  -         114.451 (meters)     375.49  (feet)  COMP
 HB0724  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 HB0724
 HB0724  VERT ORDER  -  FIRST     CLASS I
 HB0724
 HB0724.The horizontal coordinates were scaled from a topographic map and have
 HB0724.an estimated accuracy of +/- 6 seconds.
 HB0724
 HB0724.The orthometric height was determined by differential leveling
 HB0724.and adjusted by the National Geodetic Survey in June 1991..
 HB0724
 HB0724.The geoid height was determined by GEOID03.
 HB0724
 HB0724.The dynamic height is computed by dividing the NAVD 88
 HB0724.geopotential number by the normal gravity value computed on the
 HB0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0724.degrees latitude (g = 980.6199 gals.).
 HB0724
 HB0724.The modeled gravity was interpolated from observed gravity values.
 HB0724
 HB0724;                    North         East    Units  Estimated Accuracy
 HB0724;SPC KY1Z     - 1,085,000.    1,206,750.      MT  (+/- 180 meters Scaled)
 HB0724
 HB0724                          SUPERSEDED SURVEY CONTROL
 HB0724
 HB0724  NGVD 29 (??/??/??)  114.436  (m)          375.45   (f) ADJUSTED    1 1
 HB0724
 HB0724.Superseded values are not recommended for survey control.
 HB0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0724.See file dsdata.txt to determine how the superseded data were derived.
 HB0724
 HB0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG179026(NAD 83)
 HB0724_MARKER: DR = REFERENCE MARK DISK
 HB0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0724_STAMPING: BARLOW NO 3 1929
 HB0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0724+STABILITY: SURFACE MOTION
 HB0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0724+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 HB0724
 HB0724  HISTORY     - Date     Condition        Report By
 HB0724  HISTORY     - 1960     MONUMENTED       CGS
 HB0724  HISTORY     - 1968     GOOD             CGS
 HB0724  HISTORY     - 20020425 GOOD             USACE
 HB0724
 HB0724                          STATION DESCRIPTION
 HB0724
 HB0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0724'0.2 MI NW FROM BARLOW.
 HB0724'ABOUT 0.05 MILE NORTH ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 HB0724'AT BARLOW, THENCE 0.1 MILE NORTH ALONG NORTH 4TH STREET, THENCE
 HB0724'0.05 MILE WEST ALONG WEST LAKE DRIVE, 28 FEET SOUTH OF THE CENTERLINE
 HB0724'OF THE DRIVE, 41 FEET NORTH OF THE VERTICAL WATER PIPE IN THE
 HB0724'CENTER OF A WATER TOWER, 70 1/2 FEET NORTHEAST OF THE NORTHEAST
 HB0724'CORNER OF A FRAME HOUSE, 64 1/2 FEET SOUTHEAST AND ACROSS THE
 HB0724'DRIVE FROM THE SOUTHEAST CORNER OF A BRICK BUILDING, 22 FEET WEST
 HB0724'OF THE NORTHWEST CORNER OF A CORRUGATED METAL BUILDING, 87.16 FEET
 HB0724'NORTHEAST OF TRIANGULATION STATION BARLOW, 167.23 FEET NORTH OF
 HB0724'BARLOW NO 2, ABOUT 3 FEET ABOVE THE LEVEL OF THE DRIVE, AND SET
 HB0724'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
 HB0724
 HB0724                          STATION RECOVERY (2002)
 HB0724
 HB0724'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1718 ***********************************************************************
 HB1718  DESIGNATION -  BARLOW WATER TANK
 HB1718  PID         -  HB1718
 HB1718  STATE/COUNTY-  KY/BALLARD
 HB1718  USGS QUAD   -  BARLOW (1977)
 HB1718
 HB1718                         *CURRENT SURVEY CONTROL
 HB1718  ___________________________________________________________________
 HB1718* NAD 83(1993)-  37 03 10.14215(N)    089 02 52.09147(W)     ADJUSTED  
 HB1718* NAVD 88     -                                                        
 HB1718  ___________________________________________________________________
 HB1718  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 HB1718  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HB1718
 HB1718  HORZ ORDER  -  THIRD
 HB1718
 HB1718.The horizontal coordinates were established by classical geodetic methods
 HB1718.and adjusted by the National Geodetic Survey in February 2000..
 HB1718
 HB1718
 HB1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1718
 HB1718.The geoid height was determined by GEOID03.
 HB1718
 HB1718;                    North         East     Units Scale Factor Converg.
 HB1718;SPC KY1Z     - 1,085,034.823 1,206,719.054   MT  1.00000744   -2 01 29.0
 HB1718;SPC KY1Z     - 3,559,818.42  3,959,044.10   sFT  1.00000744   -2 01 29.0
 HB1718;SPC KY S     -   584,962.613   206,732.252   MT  0.99995739   -1 59 60.0
 HB1718;SPC KY S     - 1,919,164.84    678,254.06   sFT  0.99995739   -1 59 60.0
 HB1718;UTM  16      - 4,102,692.787   317,909.914   MT  1.00000847   -1 14 03.3
 HB1718
 HB1718                          SUPERSEDED SURVEY CONTROL
 HB1718
 HB1718  NAD 83(1993)-  37 03 10.14245(N)    089 02 52.09329(W) AD(       ) 4
 HB1718  NAD 83(1993)-  37 03 10.14398(N)    089 02 52.09189(W) AD(       ) 4
 HB1718  NAD 83(1986)-  37 03 10.15037(N)    089 02 52.09542(W) AD(       ) 4
 HB1718  NAD 27      -  37 03 09.96200(N)    089 02 51.85100(W) AD(       ) 3
 HB1718
 HB1718.Superseded values are not recommended for survey control.
 HB1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1718.See file dsdata.txt to determine how the superseded data were derived.
 HB1718
 HB1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1791002693(NAD 83)
 HB1718_MARKER: 51 = TANK
 HB1718
 HB1718  HISTORY     - Date     Condition        Report By
 HB1718  HISTORY     - 1929     FIRST OBSERVED   CGS
 HB1718
 HB1718                          STATION DESCRIPTION
 HB1718
 HB1718'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2646 ***********************************************************************
 GB2646  DESIGNATION -  BARNES
 GB2646  PID         -  GB2646
 GB2646  STATE/COUNTY-  KY/WAYNE
 GB2646  USGS QUAD   -  MONTICELLO (1977)
 GB2646
 GB2646                         *CURRENT SURVEY CONTROL
 GB2646  ___________________________________________________________________
 GB2646* NAD 83(1993)-  36 50 53.43267(N)    084 45 52.31006(W)     ADJUSTED  
 GB2646* NAVD 88     -       301.31   (+/-2cm)     988.5    (feet)  VERTCON   
 GB2646  ___________________________________________________________________
 GB2646  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 GB2646  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GB2646
 GB2646  HORZ ORDER  -  SECOND
 GB2646  VERT ORDER  -  THIRD ? (See Below)
 GB2646
 GB2646.The horizontal coordinates were established by classical geodetic methods
 GB2646.and adjusted by the National Geodetic Survey in December 1995..
 GB2646
 GB2646.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2646.The vertical order pertains to the NGVD 29 superseded value.
 GB2646
 GB2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2646
 GB2646.The geoid height was determined by GEOID03.
 GB2646
 GB2646;                    North         East     Units Scale Factor Converg.
 GB2646;SPC KY1Z     - 1,057,605.151 1,587,896.419   MT  1.00006456   +0 36 18.1
 GB2646;SPC KY1Z     - 3,469,826.23  5,209,623.50   sFT  1.00006456   +0 36 18.1
 GB2646;SPC KY S     -   557,592.288   587,889.126   MT  0.99998114   +0 35 51.5
 GB2646;SPC KY S     - 1,829,367.36  1,928,766.24   sFT  0.99998114   +0 35 51.5
 GB2646;UTM  16      - 4,080,362.658   699,312.372   MT  1.00008942   +1 20 27.8
 GB2646
 GB2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2646!SPC KY1Z     -   0.99995742  x   1.00006456  =   1.00002198
 GB2646!SPC KY S     -   0.99995742  x   0.99998114  =   0.99993856
 GB2646!UTM  16      -   0.99995742  x   1.00008942  =   1.00004684
 GB2646
 GB2646:                Primary Azimuth Mark                     Grid Az
 GB2646:SPC KY1Z     -  BARNES AZ MK                             012 42 23.1
 GB2646:SPC KY S     -  BARNES AZ MK                             012 42 49.7
 GB2646:UTM  16      -  BARNES AZ MK                             011 58 13.4
 GB2646
 GB2646|---------------------------------------------------------------------|
 GB2646| PID    Reference Object                     Distance      Geod. Az  |
 GB2646|                                                           dddmmss.s |
 GB2646| DB8692 BARNES AZ MK                                       0131841.2 |
 GB2646| DB8693 BARNES RM 1                          26.408 METERS 17743     |
 GB2646| DB8694 BARNES RM 2                          29.130 METERS 28911     |
 GB2646|---------------------------------------------------------------------|
 GB2646
 GB2646                          SUPERSEDED SURVEY CONTROL
 GB2646
 GB2646  NAD 83(1986)-  36 50 53.44187(N)    084 45 52.31631(W) AD(       ) 2
 GB2646  NAD 27      -  36 50 53.17300(N)    084 45 52.52000(W) AD(       ) 2
 GB2646  NGVD 29 (07/19/86)  301.45   (m)          989.0    (f) LEVELING    3  
 GB2646
 GB2646.Superseded values are not recommended for survey control.
 GB2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2646.See file dsdata.txt to determine how the superseded data were derived.
 GB2646
 GB2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9931280363(NAD 83)
 GB2646_MARKER: DS = TRIANGULATION STATION DISK
 GB2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2646
 GB2646  HISTORY     - Date     Condition        Report By
 GB2646  HISTORY     - 1950     MONUMENTED       CGS
 GB2646
 GB2646                          STATION DESCRIPTION
 GB2646
 GB2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2646'STATION IS LOCATED ABOUT 5 MILES EAST OF MONTICELLO ON A HIGH HILL
 GB2646'OWNED BY W.O. BARNES.  IT IS 52 FEET SOUTH OF A GATE, 15 FEET NORTH
 GB2646'OF A 15 INCH OAK TREE AND 3 FEET SOUTH OF A WHITE WITNESS POST.  THE
 GB2646'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BARNES 1950.
 GB2646'
 GB2646'REFERENCE MARK NO. 1 IS 17 FEET NORTHEAST OF A 15 INCH OAK TREE.  THE
 GB2646'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BARNES NO
 GB2646'1 1950.
 GB2646'
 GB2646'REFERENCE MARK NO. 2 IS 48 FEET SOUTH OF A RAIL FENCE AND 23 FEET
 GB2646'NORTH OF A 10 INCH OAK TREE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 GB2646'THE DISK IS STAMPED BARNES NO 2 1950.
 GB2646'
 GB2646'AZIMUTH MARK IS 20 FEET EAST OF THE CENTER OF A ROAD, 16 FEET NORTH
 GB2646'OF A 4 INCH CEDAR TREE AND 3 FEET SOUTH OF A WHITE WITNESS POST.
 GB2646'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BARNES 1950.
 GB2646'
 GB2646'TT 7 T (USGS) BM IS IN THE FRONT LAWN OF MR. T. BARNETTS HOME.  IT IS
 GB2646'21 FEET NORTH OF A FENCE CORNER, 19 FEET SOUTHWEST OF THE
 GB2646'SOUTHWEST CORNER OF THE PORCH, 12 FEET EAST OF A FENCELINE AND 7 FEET
 GB2646'NORTH OF A 15 INCH MAPLE TREE.  THE MARK IS A STANDARD USGS BENCH
 GB2646'MARK DISK SET IN A DRILL HOLE IN BED ROCK AND STAMPED TT STA NO 7 T
 GB2646'1928.
 GB2646'
 GB2646'TO REACH THE STATION FROM THE PUBLIC SQUARE IN MONTICELLO GO
 GB2646'NORTHEAST ON STATE HIGHWAY 90 FOR 1.7 MILES TO A T ROAD RIGHT AND
 GB2646'A SCHOOL IN THE NORTHEAST ANGLE, TURN RIGHT AND GO 4.0 MILES TO A
 GB2646'CROSSROAD AND TT 7 T (USGS) BM MARK IN THE NORTHEAST ANGLE,
 GB2646'CONTINUE 0.35 MILE TO A GATE ON THE RIGHT, *TURN RIGHT THROUGH GATE
 GB2646'AND GO 0.1 MILE TO ANOTHER GATE ON THE WEST SIDE OF MR. BARNES
 GB2646'HOUSE, PASS THROUGH GATE AND GO 0.25 MILE (PASSING THE BARN ON THE
 GB2646'WEST SIDE) TO THE TOP OF THE HILL AND A GATE AND STATION AS
 GB2646'DESCRIBED.
 GB2646'
 GB2646'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE ON ROAD FOR 0.15
 GB2646'MILE TO A FORK LEFT, TURN LEFT AND GO 0.2 MILE TO THE AZIMUTH MARK
 GB2646'ON THE RIGHT AS DESCRIBED.
 GB2646'
 GB2646'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2709 ***********************************************************************
 GZ2709  DESIGNATION -  BARNETT
 GZ2709  PID         -  GZ2709
 GZ2709  STATE/COUNTY-  KY/ADAIR
 GZ2709  USGS QUAD   -  DUNNVILLE (1970)
 GZ2709
 GZ2709                         *CURRENT SURVEY CONTROL
 GZ2709  ___________________________________________________________________
 GZ2709* NAD 83(1993)-  37 14 49.54009(N)    085 06 32.85410(W)     ADJUSTED  
 GZ2709* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 GZ2709  ___________________________________________________________________
 GZ2709  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 GZ2709  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GZ2709
 GZ2709  HORZ ORDER  -  SECOND
 GZ2709
 GZ2709.The horizontal coordinates were established by classical geodetic methods
 GZ2709.and adjusted by the National Geodetic Survey in December 1995..
 GZ2709
 GZ2709.The orthometric height was scaled from a topographic map.
 GZ2709
 GZ2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2709
 GZ2709.The geoid height was determined by GEOID03.
 GZ2709
 GZ2709;                    North         East     Units Scale Factor Converg.
 GZ2709;SPC KY1Z     - 1,101,608.180 1,556,857.685   MT  0.99996484   +0 23 36.5
 GZ2709;SPC KY1Z     - 3,614,192.84  5,107,790.59   sFT  0.99996484   +0 23 36.5
 GZ2709;SPC KY S     -   601,596.383   556,856.656   MT  0.99994655   +0 23 19.2
 GZ2709;SPC KY S     - 1,973,737.47  1,826,953.88   sFT  0.99994655   +0 23 19.2
 GZ2709;UTM  16      - 4,123,959.198   667,704.757   MT  0.99994646   +1 08 41.0
 GZ2709
 GZ2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2709!SPC KY1Z     -   0.99995669  x   0.99996484  =   0.99992154
 GZ2709!SPC KY S     -   0.99995669  x   0.99994655  =   0.99990325
 GZ2709!UTM  16      -   0.99995669  x   0.99994646  =   0.99990316
 GZ2709
 GZ2709:                Primary Azimuth Mark                     Grid Az
 GZ2709:SPC KY1Z     -  BARNETT AZ MK                            074 10 06.2
 GZ2709:SPC KY S     -  BARNETT AZ MK                            074 10 23.5
 GZ2709:UTM  16      -  BARNETT AZ MK                            073 25 01.7
 GZ2709
 GZ2709|---------------------------------------------------------------------|
 GZ2709| PID    Reference Object                     Distance      Geod. Az  |
 GZ2709|                                                           dddmmss.s |
 GZ2709| CG7098 BARNETT AZ MK                                      0743342.7 |
 GZ2709| CG7100 BARNETT RM 2                         24.800 METERS 26938     |
 GZ2709| GZ2710 BARNETT BM                           89.790 METERS 27349     |
 GZ2709| CG7099 BARNETT RM 1                         24.188 METERS 34219     |
 GZ2709|---------------------------------------------------------------------|
 GZ2709
 GZ2709                          SUPERSEDED SURVEY CONTROL
 GZ2709
 GZ2709  NAD 83(1986)-  37 14 49.54960(N)    085 06 32.86388(W) AD(       ) 2
 GZ2709  NAD 27      -  37 14 49.29600(N)    085 06 33.00400(W) AD(       ) 2
 GZ2709
 GZ2709.Superseded values are not recommended for survey control.
 GZ2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2709.See file dsdata.txt to determine how the superseded data were derived.
 GZ2709
 GZ2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG6770523959(NAD 83)
 GZ2709_MARKER: DS = TRIANGULATION STATION DISK
 GZ2709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2709_STAMPING: BARNETT 1951
 GZ2709_MARK LOGO: CGS   
 GZ2709
 GZ2709  HISTORY     - Date     Condition        Report By
 GZ2709  HISTORY     - 1951     MONUMENTED       CGS
 GZ2709
 GZ2709                          STATION DESCRIPTION
 GZ2709
 GZ2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2709'STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF COLUMBIA, ABOUT 11
 GZ2709'MILES SOUTH WEST OF LIBERTY AND 4-1/2 MILES EAST OF KNIFLEY, IN
 GZ2709'THE SOUTHWEST CORNER OF A CULTIVATED FIELD AND IS ON PROPERTY OWNED
 GZ2709'BY MR. TOM WINGLER. IT IS 56 FEET SOUTHEAST OF A POWER LINE
 GZ2709'POLE, 30 FEET NORTHEAST OF A 24 INCH OAK TREE, 28 FEET EAST OF THE
 GZ2709'CENTER OF A DIRT ROAD, 18 FEET NORTHWEST OF A 12 INCH SASSAFRAS
 GZ2709'TREE AND 17 FEET NORTH OF A WHITE WITNESS POST. THE MARK IS ABOUT 18
 GZ2709'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GZ2709'BARNETT 1951.
 GZ2709'
 GZ2709'REFERENCE MARK NO. 1 IS 32 FEET NORTHWEST OF THE POWER LINE POLE, 15
 GZ2709'FEET WEST OF THE CENTER OF THE DIRT ROAD AND 1 FOOT EAST OF A FENCE
 GZ2709'LINE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GZ2709'BARNETT NO 1 1951.
 GZ2709'
 GZ2709'REFERENCE MARK NO. 2 IS 26 FEET WEST OF A FENCE CORNER, 14 FEET NORTH
 GZ2709'OF THE CENTER OF THE DIRT ROAD AND 1 FOOT NORTH OF A FENCE
 GZ2709'LINE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GZ2709'BARNETT NO. 2 1951.
 GZ2709'
 GZ2709'THE USGS BM IS IN THE SOUTH EDGE OF A CULTIVATED FIELD, 31 FEET
 GZ2709'NORTHEAST OF A DIRT T ROAD INTERSECTION AND 4 FEET NORTH OF A
 GZ2709'FENCE LINE. THE MARK IS AN 8 X 8 INCH SQUARE CONCRETE POST WHICH
 GZ2709'PROJECTS ABOUT 6 INCHES. THE DISK IS A STANDARD BRONZE USGS
 GZ2709'BENCH MARK DISK SET IN THE TOP OF THE POST, THERE IS NO STAMPING ON
 GZ2709'THE DISK.
 GZ2709'
 GZ2709'AZIMUTH MARK IS 97 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE HOME
 GZ2709'OF MR. BEN T. BLAIR AND IS ON HIS PROPERTY. IT IS 62 FEET SOUTH OF
 GZ2709'THE CENTER OF A DIRT ROAD, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1
 GZ2709'FOOT WEST OF A FENCE LINE. THE MARK PROJECTS ABOUT 6 INCHES AND
 GZ2709'THE DISK IS STAMPED BARNETT 1951.
 GZ2709'
 GZ2709'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 206 AND 76
 GZ2709'AT NEATSVILLE, WHICH IS ABOUT 12 MILES NORTHEAST OF COLUMBIA, GO
 GZ2709'NORTH AND WEST ON HIGHWAY 76 FOR 0.9 MILE TO A T ROAD RIGHT JUST
 GZ2709'AFTER PASSING OVER A SMALL WOODEN BRIDGE, TURN RIGHT BETWEEN
 GZ2709'HOUSE AND BARN AND GO NORTH UP HILL ON ROCK ROAD FOR 0.5 MILE THENCE
 GZ2709'NORTHWEST ON DIRT ROAD FOR 1.6 MILES TO A FORK, KEEP RIGHT ON DIRT
 GZ2709'ROAD PASSING A CEMETERY AND CHURCH ON THE LEFT AND GO NORTH FOR 0.5
 GZ2709'MILE TO A T ROAD RIGHT ACROSS THE ROAD FROM A FRAME HOUSE WITH
 GZ2709'IMITATION STONE SIDING, TURN RIGHT AND GO EAST AND NORTH ON DIRT
 GZ2709'ROAD FOR 1.0 MILE TO A SCHOOL ON THE RIGHT WHERE CURVES LEFT, TURN
 GZ2709'LEFT AND CONTINUE IN A NORTHEASTERLY DIRECTION FOR 1.1 MILES TO A
 GZ2709'DIRT CROSSROAD, TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.05 MILE TO
 GZ2709'A T DIRT ROAD RIGHT AND THE USGS BM ON THE LEFT, CONTINUE EAST
 GZ2709'ON DIRT ROAD FOR 0.05 MILE TO WHERE ROAD TURNS NORTH AND THE STATION
 GZ2709'IN CORNER OF FIELD AS DESCRIBED.
 GZ2709'
 GZ2709'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON DIRT ROAD FOR
 GZ2709'0.1 MILE TO WHERE ROAD TURNS EAST, TURN RIGHT AND GO EAST FOR 0.25
 GZ2709'MILE TO A DIM DRIVEWAY ON THE RIGHT AND THE MARK ON THE RIGHT AS
 GZ2709'DESCRIBED.
 GZ2709'
 GZ2709'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2127 ***********************************************************************
 HZ2127  DESIGNATION -  BARNETT
 HZ2127  PID         -  HZ2127
 HZ2127  STATE/COUNTY-  KY/JEFFERSON
 HZ2127  USGS QUAD   -  ANCHORAGE (1987)
 HZ2127
 HZ2127                         *CURRENT SURVEY CONTROL
 HZ2127  ___________________________________________________________________
 HZ2127* NAD 83(1993)-  38 18 51.85151(N)    085 31 45.34581(W)     ADJUSTED  
 HZ2127* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 HZ2127  ___________________________________________________________________
 HZ2127  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 HZ2127  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HZ2127
 HZ2127  HORZ ORDER  -  SECOND
 HZ2127
 HZ2127.The horizontal coordinates were established by classical geodetic methods
 HZ2127.and adjusted by the National Geodetic Survey in December 1995..
 HZ2127
 HZ2127.The orthometric height was scaled from a topographic map.
 HZ2127
 HZ2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2127
 HZ2127.The geoid height was determined by GEOID03.
 HZ2127
 HZ2127;                    North         East     Units Scale Factor Converg.
 HZ2127;SPC KY1Z     - 1,219,889.478 1,519,303.542   MT  0.99993409   +0 08 07.9
 HZ2127;SPC KY1Z     - 4,002,254.06  4,984,581.70   sFT  0.99993409   +0 08 07.9
 HZ2127;SPC KY N     -    91,172.987   388,128.051   MT  0.99996562   -0 47 44.8
 HZ2127;SPC KY N     -   299,123.37  1,273,383.45   sFT  0.99996562   -0 47 44.8
 HZ2127;UTM  16      - 4,241,722.876   628,576.869   MT  0.99980360   +0 54 43.0
 HZ2127
 HZ2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2127!SPC KY1Z     -   0.99996885  x   0.99993409  =   0.99990295
 HZ2127!SPC KY N     -   0.99996885  x   0.99996562  =   0.99993448
 HZ2127!UTM  16      -   0.99996885  x   0.99980360  =   0.99977246
 HZ2127
 HZ2127:                Primary Azimuth Mark                     Grid Az
 HZ2127:SPC KY1Z     -  I71 T 5                                  025 20 45.2
 HZ2127:SPC KY N     -  I71 T 5                                  026 16 37.9
 HZ2127:UTM  16      -  I71 T 5                                  024 34 10.1
 HZ2127
 HZ2127|---------------------------------------------------------------------|
 HZ2127| PID    Reference Object                     Distance      Geod. Az  |
 HZ2127|                                                           dddmmss.s |
 HZ2127| HZ2128 I71 T 5                             422.225 METERS 0252853.1 |
 HZ2127| HZ2101 RADIO STATION WHAS MAST             APPROX.10.6 KM 1234218.2 |
 HZ2127| CG7096 BARNETT RM 1                         33.445 METERS 17834     |
 HZ2127| HZ2124 LAKELAND ST HOSP ADMIN E SPIRE      APPROX. 4.6 KM 2085404.2 |
 HZ2127| HZ2130 LAKELAND ST HOSP ADMIN W SPIRE      APPROX. 4.6 KM 2090036.0 |
 HZ2127| HZ2123 LAKELAND CENTRAL ST HOSP TANK       APPROX. 4.7 KM 2095230.9 |
 HZ2127| HZ2125 ORMSBY VILLAGE CHILD HOME TANK      APPROX. 5.5 KM 2165231.3 |
 HZ2127| CG7097 BARNETT RM 2                         33.675 METERS 30616     |
 HZ2127| HZ1562 BARNETT AZ MK                                      3291920.2 |
 HZ2127|---------------------------------------------------------------------|
 HZ2127
 HZ2127                          SUPERSEDED SURVEY CONTROL
 HZ2127
 HZ2127  NAD 83(1986)-  38 18 51.85509(N)    085 31 45.35227(W) AD(       ) 2
 HZ2127  NAD 27      -  38 18 51.61300(N)    085 31 45.50200(W) AD(       ) 2
 HZ2127
 HZ2127.Superseded values are not recommended for survey control.
 HZ2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2127.See file dsdata.txt to determine how the superseded data were derived.
 HZ2127
 HZ2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2857741723(NAD 83)
 HZ2127_MARKER: DS = TRIANGULATION STATION DISK
 HZ2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2127_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2127
 HZ2127  HISTORY     - Date     Condition        Report By
 HZ2127  HISTORY     - 1935     MONUMENTED       CGS
 HZ2127  HISTORY     - 1947     SEE DESCRIPTION  CGS
 HZ2127  HISTORY     - 1960     GOOD             CGS
 HZ2127
 HZ2127                          STATION DESCRIPTION
 HZ2127
 HZ2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2127'STATION IS ON A FLAT TOP HILL BETWEEN HITE CREEK AND SOUTH FORK,
 HZ2127'2-1/2 MILES W OF PEWEE VALLEY AND ON THE PROPERTY OF MR. A.C.
 HZ2127'BARNETT. STATION IS 4 PACES NNW OF FENCE LINE AND 11 PACES ENE OF
 HZ2127'WIRE GATE. MARK IS ABOUT 12 INCHES BELOW GROUND LEVEL.
 HZ2127'
 HZ2127'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2127'DISKS SET IN CONCRETE.
 HZ2127'
 HZ2127'REFERENCE MARK NO. 1 IS S OF STATION ON EDGE OF WOODS.
 HZ2127'
 HZ2127'REFERENCE MARK NO. 2 IS WNW OF STATION AND 12 INCHES ENE OF FENCE
 HZ2127'LINE.
 HZ2127'
 HZ2127'AZIMUTH MARK IS NW OF STATION IN FRONT OF LARGE WHITE HOUSE, 2 PACES
 HZ2127'E OF AN 18-INCH SILVER MAPLE TREE, 2 PACES W OF ANOTHER 18-INCH
 HZ2127'SILVER MAPLE TREE AND 7 PACES NNW OF CENTER LINE OF ROAD.
 HZ2127'
 HZ2127'TO REACH FROM THE RAILROAD STATION IN CRESTWOOD, GO N 0.1 MILE TO
 HZ2127'SERVICE STATION. TURN SHARP LEFT W AND GO 1.65 MILES TO AIR
 HZ2127'BEACON 1 ON RIGHT. CONTINUE AHEAD FOR 1.6 MILES TO GATE ON LEFT AND
 HZ2127'DAIRY BARN ON RIGHT. TURN LEFT THRU GATE AND FOLLOW WAGON ROAD
 HZ2127'FOR 0.3 MILE, PASSING THRU TWO GATES, TO SE CORNER OF FIELD AND TWO
 HZ2127'GATES. TURN LEFT THRU WIRE GATE INTO FIELD AND STATION SITE.
 HZ2127'
 HZ2127'A 103-FOOT TOWER IS REQUIRED.
 HZ2127'
 HZ2127'NO NATURAL OBJECTS V.G.
 HZ2127
 HZ2127                          STATION RECOVERY (1947)
 HZ2127
 HZ2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2127'THE STATION WAS RECOVERED AS DESCRIBED BY M.A.H. IN 1935 AND ALL
 HZ2127'MARKS ARE IN GOOD CONDITION. SURFACE, UNDERGROUND, REFERENCE AND
 HZ2127'AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 HZ2127'VARIATIONS SHOWN ABOVE, ARE IN
 HZ2127'DIRECTIONS AND DISTANCES. OTHERWISE THE ORIGINAL DESCRIPTION IS
 HZ2127'STILL ADEQUATE. A COMPLETE DESCRIPTION FOLLOWS.
 HZ2127'
 HZ2127'THE STATION IS LOCATED ABOUT 3.5 MILES WEST-SOUTHWEST OF CRESTWOOD
 HZ2127'AND 2.5 MILES WEST OF PEWEE VALLEY ON A FLAT TOP HILL, OWNED BY
 HZ2127'MR. C.A. BARNETT. IT IS 35 FEET EAST OF A GATE LEADING TO THE FLAT
 HZ2127'TOP HILL, AND 12 FEET NORTH OF A FENCE. THE MARK IS 12 INCHES
 HZ2127'UNDERGROUND, AND THE DISK IS STAMPED BARNETT 1935.
 HZ2127'
 HZ2127'REFERENCE MARK NO. 1 IS 109.88 FEET SOUTH OF THE STATION, 85 FEET
 HZ2127'SOUTH OF A GATE POST, AND 22 FEET EAST OF A FENCE.  THE MARK
 HZ2127'PROJECTS 10 INCHES, AND THE DISK IS STAMPED BARNETT NO 1 1935.
 HZ2127'
 HZ2127'REFERENCE MARK NO. 2 IS 110.66 FEET WEST-NORTHWEST OF THE STATION, 82
 HZ2127'FEET NORTH OF A GATE POST, AND 1 FOOT EAST OF A FENCE. THE MARK
 HZ2127'PROJECTS 8 INCHES, AND THE DISK IS STAMPED BARNETT NO 2 1935.
 HZ2127'
 HZ2127'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST OF THE STATION,
 HZ2127'87 FEET EAST OF THE WEST DRIVE-WAY LEADING TO MR. L.B. MELONES
 HZ2127'FARM HOUSE, 23 FEET SOUTHWEST OF A 2-FOOT SPRUCE TREE, AND 20 FEET
 HZ2127'NORTH OF THE CENTERLINE OF STATE HIGHWAY 22. THE MARK PROJECTS 4
 HZ2127'INCHES, AND THE DISK IS STAMPED BARNETT 1935.
 HZ2127'
 HZ2127'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 329 AND 22
 HZ2127'IN THE WEST EDGE OF CRESTWOOD, GO WEST ON HIGHWAY 22 FOR
 HZ2127'3.4 MILES TO MR. MELONES FARM HOUSE AND AZIMUTH MARK ON THE RIGHT,
 HZ2127'TURN LEFT HERE THROUGH AN OPENING IN THE FENCE AND FOLLOW A WAGON
 HZ2127'TRAIL FOR 0.3 MILE TO A GATE ON THE LEFT, TURN LEFT THROUGH THE GATE
 HZ2127'AND GO 35 FEET TO THE STATION.
 HZ2127'
 HZ2127'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HZ2127
 HZ2127                          STATION RECOVERY (1960)
 HZ2127
 HZ2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (EB)
 HZ2127'THE STATION, AZIMUTH AND REFERENCE MARK NO. 1 WERE FOUND AS DESCRIBED
 HZ2127'AND IN GOOD CONDITION. OLD DESCRIPTION AND TO REACH IS ADEQUATE.
 HZ2127'
 HZ2127'THE POST OF REFERENCE MARK NO. 2 HAS BEEN PARTIALLY CHIPPED OFF ON
 HZ2127'THE SOUTH SIDE, BUT THE POST IS STILL SOLID IN GROUND AND DISK
 HZ2127'IS SOLID.
 HZ2127'
 HZ2127'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1562 ***********************************************************************
 HZ1562  DESIGNATION -  BARNETT AZ MK
 HZ1562  PID         -  HZ1562
 HZ1562  STATE/COUNTY-  KY/JEFFERSON
 HZ1562  USGS QUAD   -  ANCHORAGE (1987)
 HZ1562
 HZ1562                         *CURRENT SURVEY CONTROL
 HZ1562  ___________________________________________________________________
 HZ1562* NAD 83(1986)-  38 19 04.     (N)    085 31 54.     (W)     SCALED    
 HZ1562* NAVD 88     -       229.633  (meters)     753.39   (feet)  ADJUSTED  
 HZ1562  ___________________________________________________________________
 HZ1562  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1562  DYNAMIC HT  -         229.479 (meters)     752.88  (feet)  COMP
 HZ1562  MODELED GRAV-     979,950.8   (mgal)                       NAVD 88
 HZ1562
 HZ1562  VERT ORDER  -  SECOND    CLASS 0
 HZ1562
 HZ1562.The horizontal coordinates were scaled from a topographic map and have
 HZ1562.an estimated accuracy of +/- 6 seconds.
 HZ1562
 HZ1562.The orthometric height was determined by differential leveling
 HZ1562.and adjusted by the National Geodetic Survey in June 1991..
 HZ1562
 HZ1562.The geoid height was determined by GEOID03.
 HZ1562
 HZ1562.The dynamic height is computed by dividing the NAVD 88
 HZ1562.geopotential number by the normal gravity value computed on the
 HZ1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1562.degrees latitude (g = 980.6199 gals.).
 HZ1562
 HZ1562.The modeled gravity was interpolated from observed gravity values.
 HZ1562
 HZ1562;                    North         East    Units  Estimated Accuracy
 HZ1562;SPC KY1Z     - 1,220,260.    1,519,090.      MT  (+/- 180 meters Scaled)
 HZ1562
 HZ1562                          SUPERSEDED SURVEY CONTROL
 HZ1562
 HZ1562  NGVD 29 (??/??/92)  229.791  (m)          753.91   (f) ADJ UNCH    2 0
 HZ1562
 HZ1562.Superseded values are not recommended for survey control.
 HZ1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1562.See file dsdata.txt to determine how the superseded data were derived.
 HZ1562
 HZ1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH283420(NAD 83)
 HZ1562_MARKER: DD = SURVEY DISK
 HZ1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1562_STAMPING: BARNETT 1935
 HZ1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1562+STABILITY: SURFACE MOTION
 HZ1562
 HZ1562  HISTORY     - Date     Condition        Report By
 HZ1562  HISTORY     - 1935     MONUMENTED       CGS
 HZ1562  HISTORY     - 1960     GOOD             PAS
 HZ1562
 HZ1562                          STATION DESCRIPTION
 HZ1562
 HZ1562'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1562'3.4 MI WSW FROM CRESTWOOD.
 HZ1562'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 329 AND 22 IN THE
 HZ1562'WEST EDGE OF CRESTWOOD, GO WEST ON HIGHWAY 22 FOR 3.4 MILES
 HZ1562'TO MR. MELONES FARM HOUSE AND AZIMUTH MARK ON RIGHT.  MARK IS
 HZ1562'87 FEET EAST OF THE WEST DRIVEWAY LEADING TO MR. L.B. MELONES
 HZ1562'FARM HOUSE, 23 FEET SOUTHWEST OF A 2-FOOT SPRUCE TREE, AND 20
 HZ1562'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 22.  THE MARK
 HZ1562'PROJECTS 4 INCHES AND THE DISK IS STAMPED BARNETT 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2710 ***********************************************************************
 GZ2710  DESIGNATION -  BARNETT BM
 GZ2710  PID         -  GZ2710
 GZ2710  STATE/COUNTY-  KY/ADAIR
 GZ2710  USGS QUAD   -  DUNNVILLE (1970)
 GZ2710
 GZ2710                         *CURRENT SURVEY CONTROL
 GZ2710  ___________________________________________________________________
 GZ2710* NAD 83(1993)-  37 14 49.73431(N)    085 06 36.48931(W)     ADJUSTED  
 GZ2710* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 GZ2710  ___________________________________________________________________
 GZ2710  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 GZ2710  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GZ2710
 GZ2710  HORZ ORDER  -  SECOND
 GZ2710
 GZ2710.The horizontal coordinates were established by classical geodetic methods
 GZ2710.and adjusted by the National Geodetic Survey in December 1995..
 GZ2710
 GZ2710.The orthometric height was scaled from a topographic map.
 GZ2710
 GZ2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2710
 GZ2710.The geoid height was determined by GEOID03.
 GZ2710
 GZ2710;                    North         East     Units Scale Factor Converg.
 GZ2710;SPC KY1Z     - 1,101,613.552 1,556,768.058   MT  0.99996483   +0 23 34.3
 GZ2710;SPC KY1Z     - 3,614,210.46  5,107,496.54   sFT  0.99996483   +0 23 34.3
 GZ2710;SPC KY S     -   601,601.763   556,767.031   MT  0.99994655   +0 23 17.0
 GZ2710;SPC KY S     - 1,973,755.12  1,826,659.83   sFT  0.99994655   +0 23 17.0
 GZ2710;UTM  16      - 4,123,963.395   667,615.069   MT  0.99994609   +1 08 38.8
 GZ2710
 GZ2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2710!SPC KY1Z     -   0.99995669  x   0.99996483  =   0.99992153
 GZ2710!SPC KY S     -   0.99995669  x   0.99994655  =   0.99990325
 GZ2710!UTM  16      -   0.99995669  x   0.99994609  =   0.99990279
 GZ2710
 GZ2710                          SUPERSEDED SURVEY CONTROL
 GZ2710
 GZ2710  NAD 83(1986)-  37 14 49.74381(N)    085 06 36.49907(W) AD(       ) 2
 GZ2710  NAD 27      -  37 14 49.49000(N)    085 06 36.63900(W) AD(       ) 2
 GZ2710
 GZ2710.Superseded values are not recommended for survey control.
 GZ2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2710.See file dsdata.txt to determine how the superseded data were derived.
 GZ2710
 GZ2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG6761523963(NAD 83)
 GZ2710_MARKER: DB = BENCH MARK DISK
 GZ2710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GZ2710_MARK LOGO: USGS  
 GZ2710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2710+STABILITY: SURFACE MOTION
 GZ2710
 GZ2710  HISTORY     - Date     Condition        Report By
 GZ2710  HISTORY     - 1951     MONUMENTED       USGS
 GZ2710
 GZ2710                          STATION DESCRIPTION
 GZ2710
 GZ2710'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (LWS)
 GZ2710'STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF COLUMBIA, 11 MILES
 GZ2710'SOUTHWEST OF LIBERTY AND 4-1/2 MILES EAST OF KNIFLEY ON PROPERTY
 GZ2710'OWNED BY MR. TOM WINGLER. IT IS 31 FEET NORTHEAST OF A DIRT T ROAD
 GZ2710'INTERSECTION AND 4 FEET NORTH OF A FENCE LINE.  THE MARK IS AN 8X8
 GZ2710'INCH SQUARE CONCRETE POST WHICH PORJECTS ABOUT 6 INCHES WITH A
 GZ2710'U.S.G.S. BENCH MARK DISK SET IN THE TOP.  THERE IS NO STAMPING ON THE
 GZ2710'DISK.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GZ2710'BARNETT AND THE DISTANCE FOUND TO BE 89.790 METERS (294.59 FEET).
 GZ2710'
 GZ2710'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 206 AND 76
 GZ2710'AT NEATSVILLE, WHICH IS ABOUT 12 MILES NORTHEAST OF COLUMBIA, GO
 GZ2710'NORTH AND WEST ON HIGHWAY 76 FOR 0.9 MILE TO A T ROAD RIGHT JUST
 GZ2710'AFTER PASSING OVER A SMALL WOODEN BRIDGE, TURN RIGHT BETWEEN
 GZ2710'HOUSE AND BARN AND GO NORTH UP HILL ON ROCK ROAD FOR 0.5 MILE, THENCE
 GZ2710'NORTHWEST ON DIRT ROAD FOR 1.6 MILES TO A FORK, KEEP RIGHT ON DIRT
 GZ2710'ROAD PASSING A CEMETERY AND CHURCH ON THE LEFT AND GO NORTH FOR 0.5
 GZ2710'MILE TO A T ROAD RIGHT ACROSS THE ROAD FROM A FRAME HOUSE WITH
 GZ2710'IMITATION STONE SIDING, TURN RIGHT AND GO EAST AND NORTH ON DIRT
 GZ2710'ROAD FOR 1.0 MILE TO A SCHOOL ON THE RIGHT WHERE ROAD CURVES LEFT,
 GZ2710'TURN LEFT AND CONTINUE IN A NORTHEASTLY DIRECTION FOR 1.1
 GZ2710'MILES TO A DIRT CROSSROAD, TURN RIGHT AND GO EAST ON DIRT ROAD FOR
 GZ2710'0.05 MILE TO A T DIRT ROAD RIGHT AND THE STATION ON THE LEFT AS
 GZ2710'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3625 ***********************************************************************
 GA3625  DESIGNATION -  BARNEY RESET
 GA3625  PID         -  GA3625
 GA3625  STATE/COUNTY-  KY/LAUREL
 GA3625  USGS QUAD   -  HEIDRICK (1974)
 GA3625
 GA3625                         *CURRENT SURVEY CONTROL
 GA3625  ___________________________________________________________________
 GA3625* NAD 83(1993)-  36 59 17.68717(N)    083 56 52.78752(W)     ADJUSTED  
 GA3625* NAVD 88     -       518.     (meters)    1699.     (feet)  SCALED    
 GA3625  ___________________________________________________________________
 GA3625  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 GA3625  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GA3625
 GA3625  HORZ ORDER  -  FIRST
 GA3625
 GA3625.The horizontal coordinates were established by classical geodetic methods
 GA3625.and adjusted by the National Geodetic Survey in December 1995..
 GA3625
 GA3625.The orthometric height was scaled from a topographic map.
 GA3625
 GA3625.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3625
 GA3625.The geoid height was determined by GEOID03.
 GA3625
 GA3625;                    North         East     Units Scale Factor Converg.
 GA3625;SPC KY1Z     - 1,074,235.091 1,660,417.925   MT  1.00002411   +1 06 22.9
 GA3625;SPC KY1Z     - 3,524,386.29  5,447,554.48   sFT  1.00002411   +1 06 22.9
 GA3625;SPC KY S     -   574,207.807   660,408.447   MT  0.99996352   +1 05 34.3
 GA3625;SPC KY S     - 1,883,880.11  2,166,690.05   sFT  0.99996352   +1 05 34.3
 GA3625;UTM  17      - 4,097,631.629   237,626.257   MT  1.00044814   -1 46 28.8
 GA3625;UTM  16      - 4,097,923.581   771,632.826   MT  1.00050906   +1 50 14.5
 GA3625
 GA3625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3625!SPC KY1Z     -   0.99992349  x   1.00002411  =   0.99994760
 GA3625!SPC KY S     -   0.99992349  x   0.99996352  =   0.99988702
 GA3625!UTM  17      -   0.99992349  x   1.00044814  =   1.00037160
 GA3625!UTM  16      -   0.99992349  x   1.00050906  =   1.00043251
 GA3625
 GA3625|---------------------------------------------------------------------|
 GA3625| PID    Reference Object                     Distance      Geod. Az  |
 GA3625|                                                           dddmmss.s |
 GA3625| DB8695 BARNEY RM 1                           2.910 METERS 07905     |
 GA3625| DB8696 BARNEY RM 2                           7.820 METERS 17558     |
 GA3625| GB2482 KING                                APPROX.20.1 KM 2200527.1 |
 GA3625|---------------------------------------------------------------------|
 GA3625
 GA3625                          SUPERSEDED SURVEY CONTROL
 GA3625
 GA3625  NAD 83(1993)-  36 59 17.69546(N)    083 56 52.79182(W) AD(       ) 1
 GA3625  NAD 83(1986)-  36 59 17.69498(N)    083 56 52.79215(W) AD(       ) 1
 GA3625  NAD 27      -  36 59 17.36700(N)    083 56 53.05800(W) AD(       ) 1
 GA3625
 GA3625.Superseded values are not recommended for survey control.
 GA3625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3625.See file dsdata.txt to determine how the superseded data were derived.
 GA3625
 GA3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3762697632(NAD 83)
 GA3625_MARKER: DD = SURVEY DISK
 GA3625_SETTING: 80 = SET IN A BOULDER
 GA3625_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3625
 GA3625  HISTORY     - Date     Condition        Report By
 GA3625  HISTORY     - 1928     MONUMENTED       USGS
 GA3625  HISTORY     - 1935     GOOD             CGS
 GA3625  HISTORY     - 1938     GOOD             CGS
 GA3625  HISTORY     - 1949     SEE DESCRIPTION  CGS
 GA3625  HISTORY     - 1950     GOOD             CGS
 GA3625
 GA3625                          STATION DESCRIPTION
 GA3625
 GA3625'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (HWH)
 GA3625'THE STATION IS ABOUT 7 MILES S BY E OF THE TOWN OF LILY ON U.S.
 GA3625'HIGHWAY 25, AND
 GA3625'ABOUT 4 MILES SE OF THE TOWN OF BOREING POST OFFICE,
 GA3625'ON A MOUNTAIN ON THE BOUNDARY LINE
 GA3625'BETWEEN KNOX AND LAUREL COUNTIES,
 GA3625'KNOWN LOCALLY AS FLAGPOLE HILL.  IT IS QUITE A
 GA3625'PROMINENT PEAK.  THE
 GA3625'HIGH VOLTAGE POWER LINE OF THE KENTUCKY UTILITIES PASSES OVER THE
 GA3625'MOUNTAIN TO
 GA3625'THE SE OF THIS STATION.  ALL MARKS ARE SET IN ROCKS SET
 GA3625'FLUSH WITH THE GROUND.  THE
 GA3625'STATION CORRESPONDS TO STATION BARNEY OF
 GA3625'THE U.S.G.S., ESTABLISHED IN 1916.  THE
 GA3625'MOUNTAIN IS AT THE HEAD OF
 GA3625'KNOXFORK OF RICHLAND CREEK.
 GA3625'
 GA3625'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN A
 GA3625'DRILL HOLE IN A BOULDER.
 GA3625'
 GA3625'HEIGHT OF SIGNAL ABOVE STATION MARK 1.5 METERS.
 GA3625
 GA3625                          STATION RECOVERY (1935)
 GA3625
 GA3625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GA3625'SURFACE AND REFERENCE MARKERS IN GOOD CONDITION.  DESCRIPTION CAN BE
 GA3625'FOLLOWED TO
 GA3625'STATION.  MEASUREMENTS ARE RIGHT.
 GA3625
 GA3625                          STATION RECOVERY (1938)
 GA3625
 GA3625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (JJC)
 GA3625'STATION MARK, A DRILL HOLE IN A SMALL BOULDER SET FLUSH WITH THE
 GA3625'GROUND, RECOVERED
 GA3625'IN GOOD CONDITION.  NO REFERENCE MARKS FOUND.
 GA3625'
 GA3625'STATION APPROXIMATELY 11 MILES NORTHWEST OF BARBOURVILLE AT THE HEAD
 GA3625'OF KNOX FORK OF
 GA3625'RICHLAND CREEK ON A VERY PROMINENT KNOB LOCALLY KNOWN
 GA3625'AS FLAG POLE HILL, ON THE PROPERTY
 GA3625'OF FLOYD BLANTON.  TO REACH
 GA3625'STATION FROM BARBOURVILLE FOLLOW U.S.  HIGHWAY 25E TO
 GA3625'KY.  HIGHWAY
 GA3625'231 AND TURN RIGHT ON KY.  231.  FOLLOW KY.  231 AND TURN LEFT ON
 GA3625'RURAL HIGHWAY TO
 GA3625'LONDON.  FOLLOW RURAL HIGHWAY APPROXIMATELY 4 MILES
 GA3625'TO NEW ROCK SCHOOL HOUSE ON LEFT.
 GA3625'TURN LEFT ON PRIMITIVE ROAD AND
 GA3625'CROSS CREEK TO END TRUCK TRAVEL AT WHITE HOUSE ON
 GA3625'RIGHT.  CONTINUE ON
 GA3625'ROAD APPROXIMATELY 1/4 MILE AND TURN RIGHT ON TRAIL THRU FIELD AND
 GA3625'UP MOUNTAIN TO TOP
 GA3625'OF HIGHEST KNOB AND STATION.
 GA3625
 GA3625                          STATION RECOVERY (1949)
 GA3625
 GA3625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LUS)
 GA3625'STATION WAS RECOVERED AS DESCRIBED BUT ALL THE DISK HAD BEEN REMOVED
 GA3625'FROM THE DRILL HOLES IN
 GA3625'THE ROCKS.  THE DISTANCE FROM DRILL HOLE TO DRILL HOLE
 GA3625'WAS CHECKED AND FOUND TO BE
 GA3625'CORRECT AND NEW DISKS WERE SET BY THIS
 GA3625'PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 GA3625'
 GA3625'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF LONDON AND 7 MILES
 GA3625'NORTHEAST OF CORBIN ON A
 GA3625'HIGH MOUNTAIN AND ON THE BOUNDARY LINE OF LAUREL AND KNOX
 GA3625'COUNTYS AND ON THE BOUNDARY
 GA3625'CORNER OF S.SMITH, G.ADKINS AND
 GA3625'R.JOHNSON.  THE MARK IS ON THE HIGHEST POINT
 GA3625'WHICH IS ABOUT 50 FEET
 GA3625'IN DIAMETER.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS
 GA3625'STAMPED
 GA3625'BARNEY (USGS) 1928 1949.
 GA3625'
 GA3625'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  THE MARK IS FLUSH WITH
 GA3625'THE GROUND AND THE DISK IS
 GA3625'STAMPED BARNEY NO 1 1928 1949.
 GA3625'
 GA3625'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  THE MARK IS FLUSH WITH
 GA3625'THE GROUND AND THE
 GA3625'DISK IS STAMPED BARNEY NO 2 1928 1949.
 GA3625'
 GA3625'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 25 AND STATE
 GA3625'HIGHWAY 229 ABOUT A MILE
 GA3625'SOUTH OF LONDON, GO SOUTHERLY ON HIGHWAY 25 FOR 9.0
 GA3625'MILES TO A T-ROAD LEFT, TURN
 GA3625'LEFT AND GO 4.0 MILES TO A T-ROAD RIGHT,
 GA3625'TURN RIGHT AND GO 4.0 MILES TO A CROSSROAD,
 GA3625'TURN RIGHT AND GO 0.4
 GA3625'MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.7 MILE TO A LANE
 GA3625'LEFT, TURN LEFT
 GA3625'AND GO 0.5 MILE TO MR.  ADKINS HOUSE AND END OF TRUCK
 GA3625'TRAVEL, CONTINUE PASS BARN
 GA3625'AND UP DRAW ABOUT 0.2 MILE TO FOOT OF
 GA3625'MOUNTAIN.  FROM HERE FOLLOW FENCE
 GA3625'SOUTHWESTERLY UP HILL TO THE
 GA3625'STATION AS DESCRIBED.
 GA3625'
 GA3625'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 GA3625
 GA3625                          STATION RECOVERY (1950)
 GA3625
 GA3625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3625'STATION AND MARKS WERE RECOVERED AS DESCRIBED IN THE 1949 DESCRIPTION
 GA3625'AND ARE IN GOOD CONDITION.
 GA3625'THE 1949 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1395 ***********************************************************************
 HA1395  DESIGNATION -  BARREN
 HA1395  PID         -  HA1395
 HA1395  STATE/COUNTY-  KY/WARREN
 HA1395  USGS QUAD   -  BOWLING GREEN NORTH (1993)
 HA1395
 HA1395                         *CURRENT SURVEY CONTROL
 HA1395  ___________________________________________________________________
 HA1395* NAD 83(1993)-  37 02 20.99205(N)    086 26 30.03848(W)     ADJUSTED  
 HA1395* NAVD 88     -       175.72   (+/-2cm)     576.5    (feet)  VERTCON   
 HA1395  ___________________________________________________________________
 HA1395  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 HA1395  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HA1395
 HA1395  HORZ ORDER  -  THIRD
 HA1395  VERT ORDER  -  THIRD ? (See Below)
 HA1395
 HA1395.The horizontal coordinates were established by classical geodetic methods
 HA1395.and adjusted by the National Geodetic Survey in December 1995..
 HA1395
 HA1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1395.The vertical order pertains to the NGVD 29 superseded value.
 HA1395
 HA1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1395
 HA1395.The geoid height was determined by GEOID03.
 HA1395
 HA1395;                    North         East     Units Scale Factor Converg.
 HA1395;SPC KY1Z     - 1,078,565.158 1,438,464.129   MT  1.00001086   -0 25 28.8
 HA1395;SPC KY1Z     - 3,538,592.52  4,719,361.06   sFT  1.00001086   -0 25 28.8
 HA1395;SPC KY S     -   578,553.767   438,467.332   MT  0.99995858   -0 25 10.1
 HA1395;SPC KY S     - 1,898,138.48  1,438,538.24   sFT  0.99995858   -0 25 10.1
 HA1395;UTM  16      - 4,099,362.751   549,652.080   MT  0.99963037   +0 20 10.7
 HA1395
 HA1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1395!SPC KY1Z     -   0.99997721  x   1.00001086  =   0.99998807
 HA1395!SPC KY S     -   0.99997721  x   0.99995858  =   0.99993579
 HA1395!UTM  16      -   0.99997721  x   0.99963037  =   0.99960759
 HA1395
 HA1395:                Primary Azimuth Mark                     Grid Az
 HA1395:SPC KY1Z     -  BOWLING GREEN RAD WKCT E MST             150 53 23.2
 HA1395:SPC KY S     -  BOWLING GREEN RAD WKCT E MST             150 53 04.5
 HA1395:UTM  16      -  BOWLING GREEN RAD WKCT E MST             150 07 43.7
 HA1395
 HA1395|---------------------------------------------------------------------|
 HA1395| PID    Reference Object                     Distance      Geod. Az  |
 HA1395|                                                           dddmmss.s |
 HA1395| HA1399 BOWLING GREEN RAD WKCT E MST        APPROX. 0.7 KM 1502754.4 |
 HA1395| HA1400 BOWLING GREEN RAD WKCT MID MST      APPROX. 0.7 KM 1665405.2 |
 HA1395| HA1401 BOWLING GREEN RAD WKCT W MST        APPROX. 0.6 KM 1852128.8 |
 HA1395| CG7101 BARREN RM 1                          10.052 METERS 21652     |
 HA1395| CG7102 BARREN RM 2                           5.401 METERS 28948     |
 HA1395| HA1396 BARREN 2                             21.590 METERS 33028     |
 HA1395|---------------------------------------------------------------------|
 HA1395
 HA1395                          SUPERSEDED SURVEY CONTROL
 HA1395
 HA1395  NAD 83(1986)-  37 02 21.00095(N)    086 26 30.04406(W) AD(       ) 3
 HA1395  NAD 27      -  37 02 20.84700(N)    086 26 30.07600(W) AD(       ) 3
 HA1395  NGVD 29 (07/19/86)  175.83   (m)          576.9    (f) LEVELING    3  
 HA1395
 HA1395.Superseded values are not recommended for survey control.
 HA1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1395.See file dsdata.txt to determine how the superseded data were derived.
 HA1395
 HA1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4965299363(NAD 83)
 HA1395_MARKER: DS = TRIANGULATION STATION DISK
 HA1395_SETTING: 66 = SET IN ROCK OUTCROP
 HA1395
 HA1395  HISTORY     - Date     Condition        Report By
 HA1395  HISTORY     - 1952     MONUMENTED       CGS
 HA1395  HISTORY     - 1959     SEE DESCRIPTION  CGS
 HA1395
 HA1395                          STATION DESCRIPTION
 HA1395
 HA1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1395'STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 67 ABOUT 3-1/2
 HA1395'MILES NORTH OF BOWLING GREEN. IT IS 37 FEET NORTHWEST OF
 HA1395'CENTER OF HIGHWAY AND 5 FEET SOUTHEAST OF A WHITE WITNESS POST. THE
 HA1395'DISK IS SET IN A LEDGE OF BEDROCK ABOUT 3 FEET HIGH AND IS
 HA1395'STAMPED BARREN 1952.
 HA1395'
 HA1395'REFERENCE MARK NO. 1 IS 38 FEET NORTHWEST OF CENTER OF HIGHWAY. THE
 HA1395'DISK IS SET IN A LEDGE OF BEDROCK ABOUT 2 FEET HIGH AND IS
 HA1395'STAMPED BARREN NO 1 1952.
 HA1395'
 HA1395'REFERENCE MARK NO. 2 IS 54 FEET NORTHWEST OF CENTER OF HIGHWAY. THE
 HA1395'DISK IS SET IN A LEDGE OF BEDROCK ABOUT 2 FEET HIGH AND IS
 HA1395'STAMPED BARREN NO 2 1952.
 HA1395'
 HA1395'NO AZIMUTH MARK WAS SET. BOWLING GREEN, RADIO STATION WKCT MAST (EAST
 HA1395'OF 3) WAS USED AS AN AZIMUTH MARK.
 HA1395'
 HA1395'TO REACH THE STATION FROM THE POST OFFICE IN BOWLING GREEN, GO WEST
 HA1395'AND NORTH ON STATE HIGHWAY 67 FOR 3.8 MILES TO THE STATION ON THE
 HA1395'LEFT AS DESCRIBED.
 HA1395'
 HA1395'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HA1395
 HA1395                          STATION RECOVERY (1959)
 HA1395
 HA1395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 HA1395'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HA1395'THE STATION AND REFERENCES MARKS WERE THEN DESTROYED AS REQUESTED BY
 HA1395'MR. H.C. HANSON, RESIDENT ENGINEER, BOWLING GREEN, KENTUCKY.
 HA1395'
 HA1395'A NEW STATION, BARREN 2 1959 AND REFERENCE MARKS WERE ESTABLISHED.
 HA1395'SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1396 ***********************************************************************
 HA1396  DESIGNATION -  BARREN 2
 HA1396  PID         -  HA1396
 HA1396  STATE/COUNTY-  KY/WARREN
 HA1396  USGS QUAD   -  BOWLING GREEN NORTH (1993)
 HA1396
 HA1396                         *CURRENT SURVEY CONTROL
 HA1396  ___________________________________________________________________
 HA1396* NAD 83(1993)-  37 02 21.60136(N)    086 26 30.46922(W)     ADJUSTED  
 HA1396* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 HA1396  ___________________________________________________________________
 HA1396  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 HA1396  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HA1396
 HA1396  HORZ ORDER  -  THIRD
 HA1396
 HA1396.The horizontal coordinates were established by classical geodetic methods
 HA1396.and adjusted by the National Geodetic Survey in December 1995..
 HA1396.No horizontal observational check was made to the station.
 HA1396
 HA1396.The orthometric height was scaled from a topographic map.
 HA1396
 HA1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1396
 HA1396.The geoid height was determined by GEOID03.
 HA1396
 HA1396;                    North         East     Units Scale Factor Converg.
 HA1396;SPC KY1Z     - 1,078,584.020 1,438,453.623   MT  1.00001082   -0 25 29.1
 HA1396;SPC KY1Z     - 3,538,654.41  4,719,326.59   sFT  1.00001082   -0 25 29.1
 HA1396;SPC KY S     -   578,572.627   438,456.826   MT  0.99995857   -0 25 10.4
 HA1396;SPC KY S     - 1,898,200.36  1,438,503.77   sFT  0.99995857   -0 25 10.4
 HA1396;UTM  16      - 4,099,381.464   549,641.329   MT  0.99963036   +0 20 10.5
 HA1396
 HA1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1396!SPC KY1Z     -   0.99997734  x   1.00001082  =   0.99998816
 HA1396!SPC KY S     -   0.99997734  x   0.99995857  =   0.99993591
 HA1396!UTM  16      -   0.99997734  x   0.99963036  =   0.99960771
 HA1396
 HA1396:                Primary Azimuth Mark                     Grid Az
 HA1396:SPC KY1Z     -  BOWLING GREEN RAD WKCT E MST             150 53 22.6
 HA1396:SPC KY S     -  BOWLING GREEN RAD WKCT E MST             150 53 03.9
 HA1396:UTM  16      -  BOWLING GREEN RAD WKCT E MST             150 07 43.0
 HA1396
 HA1396|---------------------------------------------------------------------|
 HA1396| PID    Reference Object                     Distance      Geod. Az  |
 HA1396|                                                           dddmmss.s |
 HA1396| HA1399 BOWLING GREEN RAD WKCT E MST        APPROX. 0.7 KM 1502753.5 |
 HA1396| CG7103 BARREN 2 RM 3                         7.372 METERS 19420     |
 HA1396| CG7104 BARREN 2 RM 4                         5.535 METERS 25733     |
 HA1396|---------------------------------------------------------------------|
 HA1396
 HA1396                          SUPERSEDED SURVEY CONTROL
 HA1396
 HA1396  NAD 83(1986)-  37 02 21.61026(N)    086 26 30.47480(W) AD(       ) 3
 HA1396  NAD 27      -  37 02 21.45630(N)    086 26 30.50670(W) AD(       ) 3
 HA1396
 HA1396.Superseded values are not recommended for survey control.
 HA1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1396.See file dsdata.txt to determine how the superseded data were derived.
 HA1396
 HA1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4964199381(NAD 83)
 HA1396_MARKER: DS = TRIANGULATION STATION DISK
 HA1396_SETTING: 66 = SET IN ROCK OUTCROP
 HA1396
 HA1396  HISTORY     - Date     Condition        Report By
 HA1396  HISTORY     - 1959     MONUMENTED       CGS
 HA1396
 HA1396                          STATION DESCRIPTION
 HA1396
 HA1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 HA1396'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF STATE HIGHWAY 67,
 HA1396'ABOUT 3.5 MILES NORTH OF BOWLING GREEN AND ABOUT 0.5 MILE NORTH OF
 HA1396'A NEW CONCRETE BRIDGE UNDER CONSTRUCTION. IT IS 110 FEET
 HA1396'NORTH-NORTHEAST OF THE CENTER OF A DRIVEWAY TO A HOUSE, 9 FEET
 HA1396'NORTHWEST OF THE HIGHWAY RIGHT-OF-WAY LINE AND 6 FEET NORTH OF A
 HA1396'WITNESS POST. THE MARK IS A STANDARD DISC, STAMPED BARREN 2
 HA1396'1959, SET IN A LEDGE OF BEDROCK WHICH IS FLUSH WITH THE GROUND
 HA1396'SURFACE.
 HA1396'
 HA1396'REFERENCE MARK NO. 3 IS A STANDARD DISC, STAMPED BARREN 2 1959 NO 3,
 HA1396'SET IN OUT-CROPPING BEDROCK WHICH PROJECTS ABOUT 18 INCHES. THE
 HA1396'MARK IS 17 FEET SOUTH-SOUTHWEST OF A WITNESS POST AND ABOUT ON THE
 HA1396'LINE OF THE ROAD RIGHT-OF-WAY.
 HA1396'
 HA1396'REFERENCE MARK NO. 4 IS A STANDARD DISC, STAMPED BARREN 2 1959 NO 4,
 HA1396'SET IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1 FOOT. IT IS 20
 HA1396'FEET NORTHWEST OF THE WITNESS POST.
 HA1396'
 HA1396'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 IS
 HA1396'22.8 FEET.
 HA1396'
 HA1396'NO AZIMUTH MARK WAS SET. BOWLING GREEN, RADIO STATION WKCT MAST (EAST
 HA1396'OF 3) WAS USED AS AN AZIMUTH MARK.
 HA1396'
 HA1396'TO REACH THE STATION FROM THE POST OFFICE IN BOWLING GREEN, GO WEST
 HA1396'AND NORTH ON STATE HIGHWAY 67 FOR 3.8 MILES, JUST OVER THE CREST
 HA1396'OF A HILL, TO THE STATION ON THE LEFT AS DESCRIBED. THE MILEAGE SHALL
 HA1396'BE SHORTENED SOME WHEN THE NEW HIGHWAY IS COMPLETED.
 HA1396'
 HA1396'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2380 ***********************************************************************
 HZ2380  DESIGNATION -  BARTER
 HZ2380  PID         -  HZ2380
 HZ2380  STATE/COUNTY-  KY/NICHOLAS
 HZ2380  USGS QUAD   -  PIQUA (1952)
 HZ2380
 HZ2380                         *CURRENT SURVEY CONTROL
 HZ2380  ___________________________________________________________________
 HZ2380* NAD 83(1993)-  38 23 24.68783(N)    084 03 54.10399(W)     ADJUSTED  
 HZ2380* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 HZ2380  ___________________________________________________________________
 HZ2380  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 HZ2380  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ2380
 HZ2380  HORZ ORDER  -  SECOND
 HZ2380
 HZ2380.The horizontal coordinates were established by classical geodetic methods
 HZ2380.and adjusted by the National Geodetic Survey in December 1995..
 HZ2380
 HZ2380.The orthometric height was scaled from a topographic map.
 HZ2380
 HZ2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2380
 HZ2380.The geoid height was determined by GEOID03.
 HZ2380
 HZ2380;                    North         East     Units Scale Factor Converg.
 HZ2380;SPC KY1Z     - 1,229,607.677 1,647,191.489   MT  0.99994507   +1 02 04.2
 HZ2380;SPC KY1Z     - 4,034,137.85  5,404,160.74   sFT  0.99994507   +1 02 04.2
 HZ2380;SPC KY N     -    98,824.690   516,159.400   MT  0.99996298   +0 06 54.2
 HZ2380;SPC KY N     -   324,227.34  1,693,432.96   sFT  0.99996298   +0 06 54.2
 HZ2380;UTM  16      - 4,253,188.193   756,337.197   MT  1.00040930   +1 49 25.1
 HZ2380;UTM  17      - 4,253,557.968   232,301.252   MT  1.00048264   -1 54 16.4
 HZ2380
 HZ2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2380!SPC KY1Z     -   0.99995607  x   0.99994507  =   0.99990114
 HZ2380!SPC KY N     -   0.99995607  x   0.99996298  =   0.99991905
 HZ2380!UTM  16      -   0.99995607  x   1.00040930  =   1.00036535
 HZ2380!UTM  17      -   0.99995607  x   1.00048264  =   1.00043869
 HZ2380
 HZ2380|---------------------------------------------------------------------|
 HZ2380| PID    Reference Object                     Distance      Geod. Az  |
 HZ2380|                                                           dddmmss.s |
 HZ2380| DB8698 BARTER RM 1                          31.364 METERS 01859     |
 HZ2380| DB8697 BARTER AZ MK                                       0833712.9 |
 HZ2380| HZ2387 CARLISLE EAST MUNICIPAL TANK        APPROX. 9.2 KM 1642656.0 |
 HZ2380| DB8699 BARTER RM 2                          26.503 METERS 20002     |
 HZ2380|---------------------------------------------------------------------|
 HZ2380
 HZ2380                          SUPERSEDED SURVEY CONTROL
 HZ2380
 HZ2380  NAD 83(1986)-  38 23 24.69493(N)    084 03 54.11271(W) AD(       ) 2
 HZ2380  NAD 27      -  38 23 24.42000(N)    084 03 54.37600(W) AD(       ) 2
 HZ2380
 HZ2380.Superseded values are not recommended for survey control.
 HZ2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2380.See file dsdata.txt to determine how the superseded data were derived.
 HZ2380
 HZ2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5633753188(NAD 83)
 HZ2380_MARKER: DS = TRIANGULATION STATION DISK
 HZ2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2380
 HZ2380  HISTORY     - Date     Condition        Report By
 HZ2380  HISTORY     - 1954     MONUMENTED       CGS
 HZ2380
 HZ2380                          STATION DESCRIPTION
 HZ2380
 HZ2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HZ2380'STATION IS LOCATED ON A HIGH HILL ON THE PROPERTY OF WALTER FLORA
 HZ2380'ABOUT 6 MILES NORTHWEST OF CARLISLE AND ABOUT 0.8 MILE NORTH OF
 HZ2380'BARTERVILLE.  IT IS 77 FEET NORTHEAST OF A 20 INCH LOCUST TREE, 47
 HZ2380'FEET SOUTHWEST OF A 24 INCH LOCUST TREE AND 16 FEET WEST OF THE
 HZ2380'CENTER OF A GRAVEL DRIVE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HZ2380'BARTER 1954.
 HZ2380'
 HZ2380'REFERENCE MARK NO.1 IS 56 FEET NORTH OF THE 24 INCH LOCUST TREE, 26
 HZ2380'FEET WEST OF THE CENTER OF THE DRIVE AND 1 FOOT SOUTH OF A FENCE.
 HZ2380'THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED BARTER NO 1
 HZ2380'1954.
 HZ2380'
 HZ2380'REFERENCE MARK NO.2 IS 32 FEET EAST OF THE 20 INCH LOCUST TREE AND 11
 HZ2380'FEET WEST OF THE CENTER OF THE DRIVE.  THE MARK IS FLUSH AND THE
 HZ2380'DISK IS STAMPED BARTER NO 2 1954.
 HZ2380'
 HZ2380'AZIMUTH MARK IS 10 FEET SOUTHWEST OF A POWER POLE, 7 FEET NORTHEAST
 HZ2380'OF THE CENTER OF A DRIVEWAY, 6 FEET WEST OF A WHITE WITNESS POST AND
 HZ2380'2 FEET SOUTHWEST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HZ2380'STAMPED BARTER 1954.
 HZ2380'
 HZ2380'TT 35 TN (USGS) BM IS 27 FEET SOUTH OF THE INTERSECTION OF GRAVEL
 HZ2380'ROADS, 3 FEET NORTHWEST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER AND
 HZ2380'3 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK IS A 6 X 6 INCH
 HZ2380'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES WITH A U.S. GEOLOGICAL
 HZ2380'SURVEY BENCH MARK DISK IN THE TOP STAMPED TT STA NO 35 1930.
 HZ2380'
 HZ2380'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 36 IN
 HZ2380'THE WEST EDGE OF CARLISLE, GO WEST ON HIGHWAY 32 FOR 2.25 MILES TO
 HZ2380'THE JUNCTION OF U.S. HIGHWAY 68.  TURN LEFT ON HIGHWAY 68 AND GO 0.2
 HZ2380'MILES TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON PAVED ROAD
 HZ2380'FOR 3.1 MILE TO THE END OF THE PAVEMENT AND A GRAVEL CROSSROAD IN
 HZ2380'BARTERVILLE. CONTINUE ON GRAVEL ROAD FOR 0.05 MILE TO A FORK.  TAKE
 HZ2380'RIGHT FORK AND GO NORTH ON GRAVEL ROAD FOR 0.8 MILE TO A GRAVEL
 HZ2380'DRIVE LEFT.  TURN LEFT AND GO NORTH UP HILL ON DRIVE FOR 0.1 MILE TO
 HZ2380'THE STATION ON THE LEFT AS DESCRIBED.
 HZ2380'
 HZ2380'TO REACH THE AZIMUTH MARK FROM THE DRIVE TO THE STATION, CONTINUE ON
 HZ2380'GRAVEL ROAD FOR 0.2 MILE TO A DRIVEWAY RIGHT.  **TURN RIGHT ON
 HZ2380'DRIVEWAY AND GO 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 HZ2380'
 HZ2380'*TO REACH THE BENCH MARK FROM THIS DRIVEWAY, CONTINUE ON GRAVEL ROAD
 HZ2380'FOR 0.05 MILE TO A GRAVEL ROAD INTERSECTION AND THE MARK ON THE
 HZ2380'RIGHT AS DESCRIBED.
 HZ2380'
 HZ2380'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0639 ***********************************************************************
 JZ0639  DESIGNATION -  BASE E
 JZ0639  PID         -  JZ0639
 JZ0639  STATE/COUNTY-  KY/KENTON
 JZ0639  USGS QUAD   -  COVINGTON (1987)
 JZ0639
 JZ0639                         *CURRENT SURVEY CONTROL
 JZ0639  ___________________________________________________________________
 JZ0639* NAD 83(1986)-  39 05 26.     (N)    084 30 31.     (W)     SCALED    
 JZ0639* NAVD 88     -       147.366  (meters)     483.48   (feet)  ADJUSTED  
 JZ0639  ___________________________________________________________________
 JZ0639  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0639  DYNAMIC HT  -         147.273 (meters)     483.18  (feet)  COMP
 JZ0639  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JZ0639
 JZ0639  VERT ORDER  -  FIRST     CLASS II
 JZ0639
 JZ0639.The horizontal coordinates were scaled from a topographic map and have
 JZ0639.an estimated accuracy of +/- 6 seconds.
 JZ0639
 JZ0639.The orthometric height was determined by differential leveling
 JZ0639.and adjusted by the National Geodetic Survey in June 1991..
 JZ0639
 JZ0639.The geoid height was determined by GEOID03.
 JZ0639
 JZ0639.The dynamic height is computed by dividing the NAVD 88
 JZ0639.geopotential number by the normal gravity value computed on the
 JZ0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0639.degrees latitude (g = 980.6199 gals.).
 JZ0639
 JZ0639.The modeled gravity was interpolated from observed gravity values.
 JZ0639
 JZ0639;                    North         East    Units  Estimated Accuracy
 JZ0639;SPC KY1Z     - 1,306,740.    1,607,410.      MT  (+/- 180 meters Scaled)
 JZ0639
 JZ0639                          SUPERSEDED SURVEY CONTROL
 JZ0639
 JZ0639  NGVD 29 (??/??/92)  147.598  (m)          484.24   (f) ADJ UNCH    1 2
 JZ0639
 JZ0639.Superseded values are not recommended for survey control.
 JZ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0639.See file dsdata.txt to determine how the superseded data were derived.
 JZ0639
 JZ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ154297(NAD 83)
 JZ0639_MARKER: DD = SURVEY DISK
 JZ0639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0639_SP_SET: ABUTMENT
 JZ0639_STAMPING: BASE E
 JZ0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0639
 JZ0639  HISTORY     - Date     Condition        Report By
 JZ0639  HISTORY     - UNK      MONUMENTED       DOD
 JZ0639  HISTORY     - 1949     GOOD             NGS
 JZ0639  HISTORY     - 1985     MARK NOT FOUND   NGS
 JZ0639
 JZ0639                          STATION DESCRIPTION
 JZ0639
 JZ0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0639'AT COVINGTON.
 JZ0639'AT COVINGTON, IN THE NORTH FACE OF STONE ABUTMENT OF SUSPENSION
 JZ0639'BRIDGE ACROSS THE OHIO RIVER, SET VERTICALLY 1 FOOT ABOVE THE
 JZ0639'GROUND IN BETWEEN THE FIRST AND SECOND LAYER ABOVE THE GROUND
 JZ0639'OF STONE MASONRY, 24 FEET SOUTH OF THE CENTER LINE OF 1ST STREET,
 JZ0639'0.5 FOOT WEST OF THE NORTHEAST CORNER OF ABUTMENT.
 JZ0639
 JZ0639                          STATION RECOVERY (1985)
 JZ0639
 JZ0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0639'NOT RECOVERED, A FLOOD WALL HAS BEEN CONSTRUCTED AT THE DESCRIBED
 JZ0639'LOCATION AND ATTACHED TO THE NORTH ABUTMENT OF THE SUSPENSION BRIDGE,
 JZ0639'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0638 ***********************************************************************
 JZ0638  DESIGNATION -  BASE W
 JZ0638  PID         -  JZ0638
 JZ0638  STATE/COUNTY-  KY/KENTON
 JZ0638  USGS QUAD   -  COVINGTON (1987)
 JZ0638
 JZ0638                         *CURRENT SURVEY CONTROL
 JZ0638  ___________________________________________________________________
 JZ0638* NAD 83(1986)-  39 05 26.     (N)    084 30 35.     (W)     SCALED    
 JZ0638* NAVD 88     -       147.659  (meters)     484.44   (feet)  ADJUSTED  
 JZ0638  ___________________________________________________________________
 JZ0638  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0638  DYNAMIC HT  -         147.565 (meters)     484.14  (feet)  COMP
 JZ0638  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JZ0638
 JZ0638  VERT ORDER  -  FIRST     CLASS II
 JZ0638
 JZ0638.The horizontal coordinates were scaled from a topographic map and have
 JZ0638.an estimated accuracy of +/- 6 seconds.
 JZ0638
 JZ0638.The orthometric height was determined by differential leveling
 JZ0638.and adjusted by the National Geodetic Survey in June 1991..
 JZ0638
 JZ0638.The geoid height was determined by GEOID03.
 JZ0638
 JZ0638.The dynamic height is computed by dividing the NAVD 88
 JZ0638.geopotential number by the normal gravity value computed on the
 JZ0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0638.degrees latitude (g = 980.6199 gals.).
 JZ0638
 JZ0638.The modeled gravity was interpolated from observed gravity values.
 JZ0638
 JZ0638;                    North         East    Units  Estimated Accuracy
 JZ0638;SPC KY1Z     - 1,306,740.    1,607,310.      MT  (+/- 180 meters Scaled)
 JZ0638
 JZ0638                          SUPERSEDED SURVEY CONTROL
 JZ0638
 JZ0638  NGVD 29 (??/??/92)  147.891  (m)          485.21   (f) ADJ UNCH    1 2
 JZ0638
 JZ0638.Superseded values are not recommended for survey control.
 JZ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0638.See file dsdata.txt to determine how the superseded data were derived.
 JZ0638
 JZ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ153297(NAD 83)
 JZ0638_MARKER: DD = SURVEY DISK
 JZ0638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0638_SP_SET: ABUTMENT
 JZ0638_STAMPING: BASE W
 JZ0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0638
 JZ0638  HISTORY     - Date     Condition        Report By
 JZ0638  HISTORY     - UNK      MONUMENTED       CGS
 JZ0638  HISTORY     - 1949     GOOD             NGS
 JZ0638  HISTORY     - 1985     MARK NOT FOUND   NGS
 JZ0638
 JZ0638                          STATION DESCRIPTION
 JZ0638
 JZ0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0638'AT COVINGTON.
 JZ0638'AT COVINGTON, IN THE NORTH FACE OF STONE ABUTMENT OF SUSPENSION
 JZ0638'BRIDGE ACROSS THE OHIO RIVER, SET VERTICALLY AND 1.4 FEET ABOVE
 JZ0638'THE GROUND IN THE NORTH FACE OF CORNERSTONE OF FIRST LAYER ABOVE
 JZ0638'THE GROUND OF STONE MASONRY, 68 FEET WEST OF SIMILAR MARK STAMPED
 JZ0638'BASE E, 24 FEET SOUTH OF THE CENTER LINE OF 1ST STREET, AND 4
 JZ0638'INCHES EAST OF THE NORTHWEST CORNER OF THE ABUTMENT.
 JZ0638
 JZ0638                          STATION RECOVERY (1985)
 JZ0638
 JZ0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0638'NOT RECOVERED, A FLOOD WALL HAS BEEN CONSTRUCTED AT THE DESCRIBED
 JZ0638'LOCATION AND ATTACHED TO THE NORTH ABUTMENT OF THE SUSPENSION BRIDGE,
 JZ0638'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2870 ***********************************************************************
 GZ2870  DESIGNATION -  BATTLE RESET
 GZ2870  PID         -  GZ2870
 GZ2870  STATE/COUNTY-  KY/MADISON
 GZ2870  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ2870
 GZ2870                         *CURRENT SURVEY CONTROL
 GZ2870  ___________________________________________________________________
 GZ2870* NAD 83(1993)-  37 42 46.65339(N)    084 16 07.79202(W)     ADJUSTED  
 GZ2870* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 GZ2870  ___________________________________________________________________
 GZ2870  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 GZ2870  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GZ2870
 GZ2870  HORZ ORDER  -  THIRD
 GZ2870
 GZ2870.The horizontal coordinates were established by classical geodetic methods
 GZ2870.and adjusted by the National Geodetic Survey in December 1995..
 GZ2870
 GZ2870.The orthometric height was scaled from a topographic map.
 GZ2870
 GZ2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2870
 GZ2870.The geoid height was determined by GEOID03.
 GZ2870
 GZ2870;                    North         East     Units Scale Factor Converg.
 GZ2870;SPC KY1Z     - 1,154,150.489 1,630,582.780   MT  0.99990899   +0 54 33.8
 GZ2870;SPC KY1Z     - 3,786,575.40  5,349,670.34   sFT  0.99990899   +0 54 33.8
 GZ2870;SPC KY S     -   654,129.513   630,590.515   MT  0.99996720   +0 53 53.8
 GZ2870;SPC KY S     - 2,146,089.91  2,068,862.38   sFT  0.99996720   +0 53 53.8
 GZ2870;UTM  16      - 4,177,479.440   740,744.110   MT  1.00031393   +1 40 17.3
 GZ2870
 GZ2870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2870!SPC KY1Z     -   0.99995610  x   0.99990899  =   0.99986509
 GZ2870!SPC KY S     -   0.99995610  x   0.99996720  =   0.99992330
 GZ2870!UTM  16      -   0.99995610  x   1.00031393  =   1.00027001
 GZ2870
 GZ2870|---------------------------------------------------------------------|
 GZ2870| PID    Reference Object                     Distance      Geod. Az  |
 GZ2870|                                                           dddmmss.s |
 GZ2870| DB8707 BATTLE RM 3                           6.647 METERS 06946     |
 GZ2870| GZ2866 BLUE GRASS ORD DEPOT TK 227         APPROX. 4.7 KM 1470058.4 |
 GZ2870| DB8705 BATTLE RM 1                          12.435 METERS 16058     |
 GZ2870| DB8708 BATTLE RM 4                          12.976 METERS 17827     |
 GZ2870| DB8706 BATTLE RM 2                          39.261 METERS 23054     |
 GZ2870| GZ2884 RICHMOND US POST OFFICE TOWER       APPROX. 4.7 KM 3280126.4 |
 GZ2870| DB8704 BATTLE AZ MK                                       3402847.5 |
 GZ2870|---------------------------------------------------------------------|
 GZ2870
 GZ2870                          SUPERSEDED SURVEY CONTROL
 GZ2870
 GZ2870  NAD 83(1986)-  37 42 46.66062(N)    084 16 07.79776(W) AD(       ) 3
 GZ2870  NAD 27      -  37 42 46.36900(N)    084 16 08.04100(W) AD(       ) 3
 GZ2870
 GZ2870.Superseded values are not recommended for survey control.
 GZ2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2870.See file dsdata.txt to determine how the superseded data were derived.
 GZ2870
 GZ2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4074477479(NAD 83)
 GZ2870_MARKER: DS = TRIANGULATION STATION DISK
 GZ2870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2870
 GZ2870  HISTORY     - Date     Condition        Report By
 GZ2870  HISTORY     - 1951     MONUMENTED       CGS
 GZ2870  HISTORY     - 1962     GOOD             USAF
 GZ2870  HISTORY     - 1977     GOOD             NGS
 GZ2870
 GZ2870                          STATION DESCRIPTION
 GZ2870
 GZ2870'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2870'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF RICHMOND.  IT IS 71
 GZ2870'FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY NO. 25, 58 FEET NORTH
 GZ2870'OF A CONCRETE FORT ESTILL MONUMENT, 5 FEET SOUTH OF A WHITE WITNESS
 GZ2870'POST AND 2 FEET SOUTHWEST OF A FENCELINE.  THE MARK PROJECTS
 GZ2870'2 INCHES AND THE DISK IS STAMPED BATTLE 1951.
 GZ2870'
 GZ2870'REFERENCE MARK NO. 1 IS 72 FEET NORTHEAST OF THE CENTER OF U.S.
 GZ2870'HIGHWAY NO. 25, 10 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT
 GZ2870'SOUTHWEST OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 GZ2870'STAMPED BATTLE NO 1 1951.
 GZ2870'
 GZ2870'REFERENCE MARK NO. 2 IS 49 FEET SOUTHWEST OF THE CENTER OF U.S.
 GZ2870'HIGHWAY NO. 25, 35 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 GZ2870'SOUTH OF A POWERLINE POLE AND 1 FOOT EAST OF A FENCE CORNER.  THE
 GZ2870'MARK IS FLUSH AND THE DISK IS STAMPED BATTLE NO 2 1951.
 GZ2870'
 GZ2870'AZIMUTH MARK IS 50 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY NO.
 GZ2870'25, 10 FEET NORTH OF A POWERLINE POLE, 2 FEET NORTH OF A WHITE
 GZ2870'WITNESS POST AND 1 FOOT NORTHEAST OF A FENCELINE.  THE MARK PROJECTS
 GZ2870'2 INCHES AND THE DISK IS STAMPED BATTLE 1951.
 GZ2870'
 GZ2870'TO REACH THE STATION FROM THE MADISON COUNTY COURTHOUSE IN RICHMOND,
 GZ2870'GO SOUTHEAST ON U.S. HIGHWAY NO. 25 FOR 2.95 MILES TO THE AZIMUTH
 GZ2870'MARK ON THE RIGHT, CONTINUE FOR 0.15 MILE TO THE STATION ON THE LEFT
 GZ2870'AS DESCRIBED.
 GZ2870'
 GZ2870'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GZ2870
 GZ2870                          STATION RECOVERY (1962)
 GZ2870
 GZ2870'RECOVERY NOTE BY US AIR FORCE 1962
 GZ2870'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GZ2870
 GZ2870                          STATION RECOVERY (1977)
 GZ2870
 GZ2870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GZ2870'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 GZ2870'CONDITION.  THE SURFACE STATION MARK, REFERENCE MARK 1 AND THE
 GZ2870'AZIMUTH MARK WERE FOUND DESTROYED BY GRADING.  A NEW SURFACE STATION
 GZ2870'MARK AND REFERENCE MARKS 3 AND 4 WERE SET.  THE DIRECTION TO
 GZ2870'REFERENCE MARK 2 CHECKED.  THE DISTANCE TO REFERENCE MARK 2 COULD
 GZ2870'NOT BE MEASURED DUE TO HEAVY TRAFFIC AND THE 1951 DISTANCE WAS
 GZ2870'USED.  THERE WAS NO SITE AVAILABLE TO SET A NEW AZIMUTH MARK AT
 GZ2870'THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 GZ2870'
 GZ2870'THE STATION MARK IS 19 FEET NORTH OF A TELEPHONE POLE, 17 FEET NORTH
 GZ2870'OF AN UNDERGROUND CABLE BOX, 43 FEET NORTH OF A METAL SIGN FORT
 GZ2870'ESTILL, 72 FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY 25, 22 FEET
 GZ2870'WEST OF WOVEN WIRE FENCE AND ON ROAD RIGHT-OF-WAY.  THE MONUMENT
 GZ2870'IS FLUSH AND THE DISK IS STAMPED BATTLE 1951 1977.
 GZ2870'
 GZ2870'TO REACH THE STATION FROM THE MADISON COUNTY COURTHOUSE AT RICHMOND,
 GZ2870'GO SOUTHEAST ON U. S. HIGHWAY 25 FOR 3.1 MILES TO THE STATION ON THE
 GZ2870'LEFT.
 GZ2870'
 GZ2870'REFERENCE MARK 2 IS 3 FEET SOUTH OF A POWER POLE, 2 FEET SOUTHEAST OF
 GZ2870'A TELEPHONE POLE, 49 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 GZ2870'AND 35 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD.  THE MONUMENT
 GZ2870'PROJECTS 2 INCHES AND THE DISK IS STAMPED BATTLE NO 2 1951.
 GZ2870'
 GZ2870'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GZ2870'MAGNETS, STAMPED BATTLE 1951 NO 3 1977, FLUSH WITH THE GROUND, 94
 GZ2870'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF THE FENCE,
 GZ2870'32 FEET NORTHEAST OF THE TELEPHONE POLE AND 54 FEET NORTHEAST OF
 GZ2870'THE FORT ESTILL SIGN.
 GZ2870'
 GZ2870'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BATTLE 1951 NO 4 1977,
 GZ2870'SET IN A DRILL IN THE CONCRETE BASE OF THE FORT ESTILL SIGN, 1 FOOT
 GZ2870'WEST OF METAL POST, 23 FEET SOUTH OF THE TELEPHONE POLE, 60 FEET
 GZ2870'EAST OF THE CENTERLINE OF THE HIGHWAY AND 34 FEET WEST OF THE
 GZ2870'FENCE.
 GZ2870'
 GZ2870'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 GZ2870'SOUTHEAST OF RICHMOND.
 GZ2870'
 GZ2870'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1394 ***********************************************************************
 HZ1394  DESIGNATION -  BC 39
 HZ1394  PID         -  HZ1394
 HZ1394  STATE/COUNTY-  KY/JEFFERSON
 HZ1394  USGS QUAD   -  KOSMOSDALE (1994)
 HZ1394
 HZ1394                         *CURRENT SURVEY CONTROL
 HZ1394  ___________________________________________________________________
 HZ1394* NAD 83(1986)-  38 04 27.     (N)    085 52 46.     (W)     SCALED    
 HZ1394* NAVD 88     -       134.780  (meters)     442.19   (feet)  ADJUSTED  
 HZ1394  ___________________________________________________________________
 HZ1394  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HZ1394  DYNAMIC HT  -         134.687 (meters)     441.89  (feet)  COMP
 HZ1394  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 HZ1394
 HZ1394  VERT ORDER  -  FIRST     CLASS II
 HZ1394
 HZ1394.The horizontal coordinates were scaled from a topographic map and have
 HZ1394.an estimated accuracy of +/- 6 seconds.
 HZ1394
 HZ1394.The orthometric height was determined by differential leveling
 HZ1394.and adjusted by the National Geodetic Survey in June 1991..
 HZ1394
 HZ1394.The geoid height was determined by GEOID03.
 HZ1394
 HZ1394.The dynamic height is computed by dividing the NAVD 88
 HZ1394.geopotential number by the normal gravity value computed on the
 HZ1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1394.degrees latitude (g = 980.6199 gals.).
 HZ1394
 HZ1394.The modeled gravity was interpolated from observed gravity values.
 HZ1394
 HZ1394;                    North         East    Units  Estimated Accuracy
 HZ1394;SPC KY1Z     - 1,193,210.    1,488,640.      MT  (+/- 180 meters Scaled)
 HZ1394
 HZ1394                          SUPERSEDED SURVEY CONTROL
 HZ1394
 HZ1394  NGVD 29 (??/??/92)  134.917  (m)          442.64   (f) ADJ UNCH    1 2
 HZ1394
 HZ1394.Superseded values are not recommended for survey control.
 HZ1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1394.See file dsdata.txt to determine how the superseded data were derived.
 HZ1394
 HZ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH982146(NAD 83)
 HZ1394_MARKER: DD = SURVEY DISK
 HZ1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1394_STAMPING: BC 39 443 1948
 HZ1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1394+STABILITY: SURFACE MOTION
 HZ1394
 HZ1394  HISTORY     - Date     Condition        Report By
 HZ1394  HISTORY     - 1948     MONUMENTED       USGS
 HZ1394  HISTORY     - 1953     GOOD             NGS
 HZ1394  HISTORY     - 1981     GOOD             USE
 HZ1394
 HZ1394                          STATION DESCRIPTION
 HZ1394
 HZ1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HZ1394'3.4 MI NE FROM KOSMOSDALE.
 HZ1394'ABOUT 3.35 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 HZ1394'FROM THE STATION AT KOSMOSDALE, ABOUT 0.35 MILE SOUTH OF MILE POST
 HZ1394'L 14, 102 FEET NORTH-NORTHWEST OF CROSSING OF A BLACK TOP ROAD,
 HZ1394'29 1/2 FEET WEST OF WEST RAIL, 30 FEET NORTHEAST OF CENTER LINE
 HZ1394'OF BLACK TOP ROAD, 41 FEET SOUTH OF A TELEPHONE POLE, 2 FEET EAST
 HZ1394'OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 HZ1394'ABOUT 3 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 HZ1394'POST PROJECTING 2 1/2 INCHES.
 HZ1394
 HZ1394                          STATION RECOVERY (1981)
 HZ1394
 HZ1394'RECOVERY NOTE BY US ENGINEERS 1981
 HZ1394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5151 ***********************************************************************
 DF5151  DESIGNATION -  BCK 99 12
 DF5151  PID         -  DF5151
 DF5151  STATE/COUNTY-  KY/BOONE
 DF5151  USGS QUAD   -  RISING SUN (1994)
 DF5151
 DF5151                         *CURRENT SURVEY CONTROL
 DF5151  ___________________________________________________________________
 DF5151* NAD 83(1993)-  38 56 07.37700(N)    084 47 32.08415(W)     ADJUSTED  
 DF5151* NAVD 88     -       146.8    (meters)     482.     (feet)  GPS OBS   
 DF5151  ___________________________________________________________________
 DF5151  X           -     450,925.571 (meters)                     COMP
 DF5151  Y           -  -4,947,419.365 (meters)                     COMP
 DF5151  Z           -   3,986,810.495 (meters)                     COMP
 DF5151  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DF5151  ELLIP HEIGHT-         112.78  (meters)          (04/07/03) GPS OBS
 DF5151  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DF5151
 DF5151  HORZ ORDER  -  FIRST
 DF5151  ELLP ORDER  -  THIRD     CLASS I
 DF5151
 DF5151.The horizontal coordinates were established by GPS observations
 DF5151.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 DF5151
 DF5151.The orthometric height was determined by GPS observations and a
 DF5151.high-resolution geoid model.
 DF5151
 DF5151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5151
 DF5151.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5151
 DF5151.The ellipsoidal height was determined by GPS observations
 DF5151.and is referenced to NAD 83.
 DF5151
 DF5151.The geoid height was determined by GEOID03.
 DF5151
 DF5151;                    North         East     Units Scale Factor Converg.
 DF5151;SPC KY1Z     - 1,289,226.349 1,583,047.072   MT  1.00007587   +0 35 16.9
 DF5151;SPC KY1Z     - 4,229,736.78  5,193,713.60   sFT  1.00007587   +0 35 16.9
 DF5151;SPC KY N     -   159,466.330   452,985.007   MT  0.99999539   -0 20 14.3
 DF5151;SPC KY N     -   523,182.45  1,486,168.31   sFT  0.99999539   -0 20 14.3
 DF5151;UTM  16      - 4,311,923.498   691,357.145   MT  1.00005091   +1 23 16.3
 DF5151
 DF5151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5151!SPC KY1Z     -   0.99998231  x   1.00007587  =   1.00005817
 DF5151!SPC KY N     -   0.99998231  x   0.99999539  =   0.99997770
 DF5151!UTM  16      -   0.99998231  x   1.00005091  =   1.00003321
 DF5151
 DF5151:                Primary Azimuth Mark                     Grid Az
 DF5151:SPC KY1Z     -  NKC 036 AZ MK                            223 50 21.7
 DF5151:SPC KY N     -  NKC 036 AZ MK                            224 45 52.9
 DF5151:UTM  16      -  NKC 036 AZ MK                            223 02 22.3
 DF5151
 DF5151|---------------------------------------------------------------------|
 DF5151| PID    Reference Object                     Distance      Geod. Az  |
 DF5151|                                                           dddmmss.s |
 DF5151| DF5033 NKC 036 AZ MK                       403.231 METERS 2242538.6 |
 DF5151|---------------------------------------------------------------------|
 DF5151
 DF5151                          SUPERSEDED SURVEY CONTROL
 DF5151
 DF5151.No superseded survey control is available for this station.
 DF5151
 DF5151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9135711923(NAD 83)
 DF5151_MARKER: DD = SURVEY DISK
 DF5151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5151_STAMPING: BCK 99 12
 DF5151_MARK LOGO: GRWAS 
 DF5151_PROJECTION: FLUSH
 DF5151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5151+STABILITY: SURFACE MOTION
 DF5151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5151+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF5151
 DF5151  HISTORY     - Date     Condition        Report By
 DF5151  HISTORY     - 1999     MONUMENTED       GRWAS
 DF5151  HISTORY     - 2002     GOOD             WOOLPT
 DF5151
 DF5151                          STATION DESCRIPTION
 DF5151
 DF5151'DESCRIBED BY WOOLPERT CONSULTANTS 2002 (BJM)
 DF5151'THIS STATION IS LOCATED APPROXIMATELY 18.65 MI SOUTHWEST OF THE CITY
 DF5151'OF CINCINNATI, 14.60
 DF5151'MI NORTHWEST OF THE CITY OF CRITTENDEN, AND 3.00 EAST OF THE COMMUNITY
 DF5151'OF RABBIT HASH,
 DF5151'IN THE SOUTH QUADRANT OF THE JUNCTION OF STATE HIGHWAY 536 (RABBIT
 DF5151'HASH ROAD) WITH THE
 DF5151'PRIVATE GRAVEL ROAD. OWNERSHIP--STATE OF KENTUCKY.
 DF5151' 
 DF5151'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 42 AND 127
 DF5151'(DIXIE HIGHWAY) WITH
 DF5151'STATE HIGHWAY 536 (HATHAWAY ROAD TO THE WEST AND MOUNT ZION ROAD TO
 DF5151'THE EAST), IN THE
 DF5151'CITY OF UNION, GO WEST 6.30 MI ON HIGHWAY 536 TO THE JUNCTION OF
 DF5151'HIGHWAY 536 WITH RIDDLES
 DF5151'RUN ROAD ON THE LEFT AND SULLIVAN ROAD ON THE RIGHT, CONTINUE
 DF5151'NORTHWEST 0.25 MI ON
 DF5151'HIGHWAY 536 (RABBIT HASH ROAD) TO THE JUNCTION OF HIGHWAY 536 WITH THE
 DF5151'PRIVATE GRAVEL
 DF5151'ROAD AND THE STATION ON THE LEFT. THE STATION IS A 1.5-INCH ALUMINUM
 DF5151'GRW AERIAL SURVEYS
 DF5151'SURVEY DISK STAMPED --BOK-99-12-- SET INTO THE TOP OF A 8-INCH
 DF5151'DIAMETER CONCRETE POST
 DF5151'FLUSH WITH THE GROUND AND APPROXIMATELY 1 FOOT ABOVE HIGHWAY 536.
 DF5151' 
 DF5151'THE STATION IS 25.2 FT SOUTHWEST OF THE CENTERLINE OF HIGHWAY 536,
 DF5151'136.9 FT NORTHWEST OF
 DF5151'THE NORTHWEST END OF THE SOUTHWEST GUARDRAIL, 58.3 FT SOUTHEAST OF A
 DF5151'TELEPHONE
 DF5151'PEDESTAL --46345R536--, 24.1 FT SOUTHEAST OF THE APPROXIMATE
 DF5151'CENTERLINE OF DRIVE, AND 15.4
 DF5151'FT EAST-SOUTHEAST OF STEEL I-BEAM ANCHORING METAL RAILING ON THE EAST
 DF5151'SIDE OF DRIVE.
 DF5151' 
 DF5151'--NOTE-- VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF5151'THE HORIZON ARE, A
 DF5151'CLUSTER OF TREES APPROXIMATELY 50 FEET NORTHEAST EXTENDING 45 DEGREES
 DF5151'ABOVE THE
 DF5151'HORIZON, A CLUSTER OF TREES APPROXIMATELY 100 FEET NORTHEAST TO EAST
 DF5151'EXTENDING 25
 DF5151'DEGREES ABOVE THE HORIZON, A LONE TREE APPROXIMATELY 80 FEET SOUTHEAST
 DF5151'EXTENDING 20
 DF5151'DEGREES ABOVE THE HORIZON, AND A CLUSTER OF TREES APPROXIMATELY 500
 DF5151'FEET WEST TO
 DF5151'NORTHWEST EXTENDING 20 DEGREES ABOVE THE HORIZON.
 DF5151' 
 DF5151' 
 DF5151' 
 DF5151' 
 DF5151' 
 DF5151'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5152 ***********************************************************************
 DF5152  DESIGNATION -  BCK 99 18
 DF5152  PID         -  DF5152
 DF5152  STATE/COUNTY-  KY/BOONE
 DF5152  USGS QUAD   -  RISING SUN (1994)
 DF5152
 DF5152                         *CURRENT SURVEY CONTROL
 DF5152  ___________________________________________________________________
 DF5152* NAD 83(1993)-  38 53 19.42466(N)    084 45 01.92697(W)     ADJUSTED  
 DF5152* NAVD 88     -       152.4    (meters)     500.     (feet)  GPS OBS   
 DF5152  ___________________________________________________________________
 DF5152  X           -     454,825.141 (meters)                     COMP
 DF5152  Y           -  -4,950,333.828 (meters)                     COMP
 DF5152  Z           -   3,982,784.055 (meters)                     COMP
 DF5152  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 DF5152  ELLIP HEIGHT-         118.52  (meters)          (04/07/03) GPS OBS
 DF5152  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 DF5152
 DF5152  HORZ ORDER  -  FIRST
 DF5152  ELLP ORDER  -  THIRD     CLASS I
 DF5152
 DF5152.The horizontal coordinates were established by GPS observations
 DF5152.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 DF5152
 DF5152.The orthometric height was determined by GPS observations and a
 DF5152.high-resolution geoid model.
 DF5152
 DF5152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5152
 DF5152.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5152
 DF5152.The ellipsoidal height was determined by GPS observations
 DF5152.and is referenced to NAD 83.
 DF5152
 DF5152.The geoid height was determined by GEOID03.
 DF5152
 DF5152;                    North         East     Units Scale Factor Converg.
 DF5152;SPC KY1Z     - 1,284,085.043 1,586,719.119   MT  1.00006110   +0 36 49.1
 DF5152;SPC KY1Z     - 4,212,869.01  5,205,760.98   sFT  1.00006110   +0 36 49.1
 DF5152;SPC KY N     -   154,266.800   456,573.287   MT  0.99998908   -0 18 40.9
 DF5152;SPC KY N     -   506,123.66  1,497,940.86   sFT  0.99998908   -0 18 40.9
 DF5152;UTM  16      - 4,306,833.971   695,100.536   MT  1.00006874   +1 24 45.7
 DF5152
 DF5152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5152!SPC KY1Z     -   0.99998140  x   1.00006110  =   1.00004250
 DF5152!SPC KY N     -   0.99998140  x   0.99998908  =   0.99997048
 DF5152!UTM  16      -   0.99998140  x   1.00006874  =   1.00005014
 DF5152
 DF5152:                Primary Azimuth Mark                     Grid Az
 DF5152:SPC KY1Z     -  NKC 046 AZ MK                            082 36 02.2
 DF5152:SPC KY N     -  NKC 046 AZ MK                            083 31 32.2
 DF5152:UTM  16      -  NKC 046 AZ MK                            081 48 05.6
 DF5152
 DF5152|---------------------------------------------------------------------|
 DF5152| PID    Reference Object                     Distance      Geod. Az  |
 DF5152|                                                           dddmmss.s |
 DF5152| DF5043 NKC 046 AZ MK                       470.409 METERS 0831251.3 |
 DF5152|---------------------------------------------------------------------|
 DF5152
 DF5152                          SUPERSEDED SURVEY CONTROL
 DF5152
 DF5152.No superseded survey control is available for this station.
 DF5152
 DF5152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9510106834(NAD 83)
 DF5152_MARKER: DD = SURVEY DISK
 DF5152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5152_STAMPING: BOK-99-18
 DF5152_MARK LOGO: GRWAS 
 DF5152_PROJECTION: FLUSH
 DF5152_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5152+STABILITY: SURFACE MOTION
 DF5152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5152+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2001
 DF5152
 DF5152  HISTORY     - Date     Condition        Report By
 DF5152  HISTORY     - 1999     MONUMENTED       GRWAS
 DF5152  HISTORY     - 20010521 GOOD             WOOLPT
 DF5152
 DF5152                          STATION DESCRIPTION
 DF5152
 DF5152'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (BJM)
 DF5152'THE STATION IS LOCATED APPROXIMATELY 19.30 MI SOUTHWEST OF THE CITY OF
 DF5152'CINCINNATI, 10.75 MI
 DF5152'NORTHWEST OF THE CITY OF CRITTENDEN AND 6.35 MI SOUTHEAST OF THE
 DF5152'COMMUNITY OF RABBIT
 DF5152'HASH, ON THE SOUTH SIDE OF STATE HIGHWAY 338 (BEAVER ROAD), WEST OF
 DF5152'THE JUNCTION OF
 DF5152'HIGHWAY 338 WITH STATE HIGHWAY 1925 (BIG BONE ROAD). OWNERSHIP--STATE
 DF5152'OF KENTUCKY.
 DF5152' 
 DF5152'TO REACH THE STATION FROM THE SOUTH JUNCTION OF US HIGHWAYS 42 AND 127
 DF5152'WITH STATE
 DF5152'HIGHWAY 338 (BEAVER ROAD) TO THE WEST AND STATE HIGHWAY 1292 (BEAVER
 DF5152'ROAD) TO THE EAST,
 DF5152'APPROXIMATELY 5 MI SOUTH OF THE CITY OF UNION, GO WEST 3.0 MI ON
 DF5152'HIGHWAY 338 TO THE
 DF5152'JUNCTION OF HIGHWAY 338 WITH 1925 ON THE RIGHT AND THE STATION ON THE
 DF5152'LEFT. THE STATION
 DF5152'IS A 1.5-INCH GRW AERIAL SURVEYS SURVEY DISK STAMPED --BCK-99-18-- SET
 DF5152'INTO THE TOP OF A
 DF5152'8-INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 DF5152'HIGHWAY.
 DF5152' 
 DF5152'THE STATION IS 31.5 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 338, 211.6
 DF5152'FEET
 DF5152'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE OLD --BIG BONE METHODIST
 DF5152'CHURCH--
 DF5152'FOUNDATION, SLOPE DISTANCE OF 180.7 FEET NORTH-NORTHWEST OF FLAG POLE,
 DF5152'104 FEET
 DF5152'WEST-SOUTHWEST OF THE JUNCTION OF THE CENTERLINE OF HIGHWAY 338 WITH
 DF5152'CENTERLINE OF
 DF5152'HIGHWAY 1925, 32.7 FEET WEST-SOUTHWEST OF THE WEST END-OF-GUARDRAIL ON
 DF5152'THE SOUTH EDGE
 DF5152'OF HIGHWAY 338, AND 8.6 FEET NORTH OF A UTILITY POLE.
 DF5152' 
 DF5152'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF5152'THE HORIZON ARE,
 DF5152'DESCRIBED UTILITY POLE EXTENDING 60 DEGREES ABOVE THE HORIZON, A
 DF5152'CLUSTER OF TREES
 DF5152'APPROXIMATELY 250 FEET SOUTHWEST EXTENDING 15 DEGREES ABOVE THE
 DF5152'HORIZON, AND A
 DF5152'CLUSTER OF TREES APPROXIMATELY 150 FEET NORTHWEST EXTENDING 35 DEGREES
 DF5152'ABOVE THE
 DF5152'HORIZON.
 DF5152' 
 DF5152'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5153 ***********************************************************************
 DF5153  DESIGNATION -  BCK 99 19
 DF5153  PID         -  DF5153
 DF5153  STATE/COUNTY-  KY/BOONE
 DF5153  USGS QUAD   -  UNION (1984)
 DF5153
 DF5153                         *CURRENT SURVEY CONTROL
 DF5153  ___________________________________________________________________
 DF5153* NAD 83(1993)-  38 53 54.55824(N)    084 39 05.03546(W)     ADJUSTED  
 DF5153* NAVD 88     -       234.0    (meters)     768.     (feet)  GPS OBS   
 DF5153  ___________________________________________________________________
 DF5153  X           -     463,332.323 (meters)                     COMP
 DF5153  Y           -  -4,948,925.380 (meters)                     COMP
 DF5153  Z           -   3,983,678.548 (meters)                     COMP
 DF5153  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DF5153  ELLIP HEIGHT-         200.12  (meters)          (04/07/03) GPS OBS
 DF5153  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DF5153
 DF5153  HORZ ORDER  -  FIRST
 DF5153  ELLP ORDER  -  THIRD     CLASS I
 DF5153
 DF5153.The horizontal coordinates were established by GPS observations
 DF5153.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 DF5153
 DF5153.The orthometric height was determined by GPS observations and a
 DF5153.high-resolution geoid model.
 DF5153
 DF5153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5153
 DF5153.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5153
 DF5153.The ellipsoidal height was determined by GPS observations
 DF5153.and is referenced to NAD 83.
 DF5153
 DF5153.The geoid height was determined by GEOID03.
 DF5153
 DF5153;                    North         East     Units Scale Factor Converg.
 DF5153;SPC KY1Z     - 1,285,265.144 1,595,307.622   MT  1.00006413   +0 40 28.2
 DF5153;SPC KY1Z     - 4,216,740.73  5,233,938.42   sFT  1.00006413   +0 40 28.2
 DF5153;SPC KY N     -   155,308.083   465,179.087   MT  0.99999034   -0 14 58.9
 DF5153;SPC KY N     -   509,539.94  1,526,175.05   sFT  0.99999034   -0 14 58.9
 DF5153;UTM  16      - 4,308,133.894   703,671.958   MT  1.00011083   +1 28 31.1
 DF5153
 DF5153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5153!SPC KY1Z     -   0.99996860  x   1.00006413  =   1.00003273
 DF5153!SPC KY N     -   0.99996860  x   0.99999034  =   0.99995894
 DF5153!UTM  16      -   0.99996860  x   1.00011083  =   1.00007943
 DF5153
 DF5153|---------------------------------------------------------------------|
 DF5153| PID    Reference Object                     Distance      Geod. Az  |
 DF5153|                                                           dddmmss.s |
 DF5153| DF5045 NKC 048 AZ MK                       326.496 METERS 03033     |
 DF5153|---------------------------------------------------------------------|
 DF5153
 DF5153                          SUPERSEDED SURVEY CONTROL
 DF5153
 DF5153.No superseded survey control is available for this station.
 DF5153
 DF5153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0367208134(NAD 83)
 DF5153_MARKER: DD = SURVEY DISK
 DF5153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5153_STAMPING: BCK-99-19
 DF5153_MARK LOGO: GRWAS 
 DF5153_PROJECTION: FLUSH
 DF5153_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5153+STABILITY: SURFACE MOTION
 DF5153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5153+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 DF5153
 DF5153  HISTORY     - Date     Condition        Report By
 DF5153  HISTORY     - 1999     MONUMENTED       GRWAS
 DF5153  HISTORY     - 20020603 GOOD             WOOLPT
 DF5153
 DF5153                          STATION DESCRIPTION
 DF5153
 DF5153'DESCRIBED BY WOOLPERT CONSULTANTS 2002 (BJM)
 DF5153'THE STATION IS LOCATED APPROXIMATELY 15.85 MI SOUTHWEST OF THE CITY OF
 DF5153'CINCINNATI, 10.95 MI
 DF5153'EAST OF THE COMMUNITY OF RABBIT HASH, AND 8.30 MI NORTH OF THE CITY OF
 DF5153'CRITTENDEN
 DF5153'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 338 (RICHWOOD ROAD) WITH
 DF5153'STATE HIGHWAY
 DF5153'2951 (CHAMBERS LANE).
 DF5153' 
 DF5153'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 71 AND
 DF5153'75 WITH HIGHWAY
 DF5153'338, IN THE COMMUNITY OF RICHWOOD, GO SOUTHWEST 1.80 MI ON HIGHWAY 338
 DF5153'TO THE JUNCTION
 DF5153'OF HIGHWAY 338 WITH HIGHWAY 2951 ON THE LEFT AND THE STATION AHEAD.
 DF5153'THE STATION IS A
 DF5153'2-INCH DIAMETER ALUMINUM GRW AERIAL SURVEYS SURVEY DISK STAMPED
 DF5153'--BCK-99-19-- SET INTO
 DF5153'THE TOP OF A 8-INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 DF5153'LEVEL WITH
 DF5153'HIGHWAY 338.
 DF5153' 
 DF5153'THE STATION IS 44.5 FEET WEST-SOUTHWEST OF THE JUNCTION OF THE
 DF5153'CENTERLINE OF HIGHWAY
 DF5153'338 WITH THE CENTERLINE OF HIGHWAY 2951, 128.5 FEET NORTHWEST OF THE
 DF5153'NORTHWEST CORNER
 DF5153'OF THE WEST HIGHWAY 2951 BRIDGE WINGWALL, 84.7 FEET NORTH-NORTHWEST OF
 DF5153'A MANHOLE
 DF5153'COVER, 81 FEET EAST-NORTHEAST OF THE NORTHEAST ROCK RIP/RAP WITH GRASS
 DF5153'LINE, 75.2 FEET
 DF5153'EAST-NORTHEAST OF THE WEST END OF A 12-INCH DIAMETER CORRUGATED METAL
 DF5153'PIPE UNDER
 DF5153'HIGHWAY 338, 34.6 FEET EAST-SOUTHEAST OF A FIRE HYDRANT, 27.9 FEET
 DF5153'NORTH OF A UTILITY POLE,
 DF5153'AND 3.0 FEET NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 DF5153' 
 DF5153'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF5153'THE HORIZON ARE, A
 DF5153'LONE CEDAR TREE APPROXIMATELY 75 FEET NORTH EXTENDING 25 DEGREES ABOVE
 DF5153'THE HORIZON, A
 DF5153'LONE TREE APPROXIMATELY 75 FEET NORTH-NORTHEAST EXTENDING 20 DEGREES
 DF5153'ABOVE THE
 DF5153'HORIZON, A LONE TREE APPROXIMATELY 200 FEET EAST EXTENDING 20 DEGREES
 DF5153'ABOVE THE
 DF5153'HORIZON, THE DESCRIBED UTILITY POLE EXTENDING 45 DEGREES ABOVE THE
 DF5153'HORIZON, A LONE TREE
 DF5153'APPROXIMATELY 100 FEET SOUTHWEST EXTENDING 20 DEGREES ABOVE THE
 DF5153'HORIZON, A CLUSTER
 DF5153'OF TREES APPROXIMATELY 100 FEET WEST EXTENDING 30 DEGREES ABOVE THE
 DF5153'HORIZON, AND A
 DF5153'CLUSTER OF TREES APPROXIMATELY 100 FEET NORTH-NORTHWEST EXTENDING 20
 DF5153'DEGREES ABOVE
 DF5153'THE HORIZON.
 DF5153' 
 DF5153' 
 DF5153'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5154 ***********************************************************************
 DF5154  DESIGNATION -  BCK 99 20
 DF5154  PID         -  DF5154
 DF5154  STATE/COUNTY-  KY/BOONE
 DF5154  USGS QUAD   -  VERONA (1981)
 DF5154
 DF5154                         *CURRENT SURVEY CONTROL
 DF5154  ___________________________________________________________________
 DF5154* NAD 83(1993)-  38 50 05.27993(N)    084 41 33.74251(W)     ADJUSTED  
 DF5154* NAVD 88     -       261.9    (meters)     859.     (feet)  GPS OBS   
 DF5154  ___________________________________________________________________
 DF5154  X           -     460,176.667 (meters)                     COMP
 DF5154  Y           -  -4,953,697.553 (meters)                     COMP
 DF5154  Z           -   3,978,190.935 (meters)                     COMP
 DF5154  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 DF5154  ELLIP HEIGHT-         228.04  (meters)          (04/07/03) GPS OBS
 DF5154  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DF5154
 DF5154  HORZ ORDER  -  FIRST
 DF5154  ELLP ORDER  -  THIRD     CLASS I
 DF5154
 DF5154.The horizontal coordinates were established by GPS observations
 DF5154.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 DF5154
 DF5154.The orthometric height was determined by GPS observations and a
 DF5154.high-resolution geoid model.
 DF5154
 DF5154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5154
 DF5154.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5154
 DF5154.The ellipsoidal height was determined by GPS observations
 DF5154.and is referenced to NAD 83.
 DF5154
 DF5154.The geoid height was determined by GEOID03.
 DF5154
 DF5154;                    North         East     Units Scale Factor Converg.
 DF5154;SPC KY1Z     - 1,278,153.581 1,591,804.308   MT  1.00004487   +0 38 56.9
 DF5154;SPC KY1Z     - 4,193,408.87  5,222,444.63   sFT  1.00004487   +0 38 56.9
 DF5154;SPC KY N     -   148,254.442   461,561.748   MT  0.99998261   -0 16 31.4
 DF5154;SPC KY N     -   486,398.12  1,514,307.17   sFT  0.99998261   -0 16 31.4
 DF5154;UTM  16      - 4,300,973.798   700,268.051   MT  1.00009390   +1 26 50.4
 DF5154
 DF5154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5154!SPC KY1Z     -   0.99996422  x   1.00004487  =   1.00000909
 DF5154!SPC KY N     -   0.99996422  x   0.99998261  =   0.99994683
 DF5154!UTM  16      -   0.99996422  x   1.00009390  =   1.00005812
 DF5154
 DF5154:                Primary Azimuth Mark                     Grid Az
 DF5154:SPC KY1Z     -  NKC 057 AZ MK                            122 35 37.9
 DF5154:SPC KY N     -  NKC 057 AZ MK                            123 31 06.2
 DF5154:UTM  16      -  NKC 057 AZ MK                            121 47 44.4
 DF5154
 DF5154|---------------------------------------------------------------------|
 DF5154| PID    Reference Object                     Distance      Geod. Az  |
 DF5154|                                                           dddmmss.s |
 DF5154| DF5054 NKC 057 AZ MK                       456.090 METERS 1231434.8 |
 DF5154|---------------------------------------------------------------------|
 DF5154
 DF5154                          SUPERSEDED SURVEY CONTROL
 DF5154
 DF5154.No superseded survey control is available for this station.
 DF5154
 DF5154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0026800974(NAD 83)
 DF5154_MARKER: DD = SURVEY DISK
 DF5154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5154_STAMPING: BCK 99 20
 DF5154_MARK LOGO: GRWAS 
 DF5154_PROJECTION: FLUSH
 DF5154_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5154+STABILITY: SURFACE MOTION
 DF5154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5154+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 DF5154
 DF5154  HISTORY     - Date     Condition        Report By
 DF5154  HISTORY     - 1999     MONUMENTED       GRWAS
 DF5154  HISTORY     - 20020514 GOOD             WOOLPT
 DF5154
 DF5154                          STATION DESCRIPTION
 DF5154
 DF5154'DESCRIBED BY WOOLPERT CONSULTANTS 2002 (BJM)
 DF5154'THE STATION IS LOCATED APPROXIMATELY 20.70 MI SOUTHWEST OF THE CITY OF
 DF5154'CINCINNATI, 5.90 MI
 DF5154'NORTHWEST OF THE CITY OF CRITTENDEN, AND 3.00 MI SOUTH OF THE
 DF5154'COMMUNITY OF BEAVER LICK,
 DF5154'IN THE SOUTH QUADRANT OF THE JUNCTION OF STATE HIGHWAY 14 (VERONA
 DF5154'MUDLICK ROAD) WITH
 DF5154'BROWN ROAD. OWNERSHIP--STATE OF KENTUCKY.
 DF5154' 
 DF5154'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 71 WITH
 DF5154'STATE HIGHWAYS
 DF5154'14 BRIDGE (VERONA MUDLICK ROAD), APPROXIMATELY 1.80 MI NORTHWEST OF
 DF5154'THE COMMUNITY OF
 DF5154'VERONA, GO NORTHWEST 0.35 MI ON HIGHWAY 14 TO THE STATION AND THE
 DF5154'JUNCTION ON THE LEFT.
 DF5154'THE STATION IS AN ALUMINUM 2-INCH GRW AERIAL SURVEYS SURVEY MARK DISK
 DF5154'STAMPED --BCK 99
 DF5154'20-- SET INTO THE TOP OF A 6-INCH DIAMETER CONCRETE POST FLUSH WITH
 DF5154'THE GROUND AND
 DF5154'APPROXIMATELY 4 FEET ABOVE HIGHWAY 14.
 DF5154' 
 DF5154'THE STATION IS 57.6 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 14,
 DF5154'145.5 FEET NORTHEAST
 DF5154'OF UTILITY POLE --346-0281--, 31.4 FEET SOUTHEAST OF THE CENTERLINE OF
 DF5154'BROWN ROAD, 20.4 FEET
 DF5154'WEST OF THE NORTH CORNER OF THE TOP CONCRETE STEP OF FIVE FOR CONCRETE
 DF5154'TELEPHONE
 DF5154'SWITCH BOARD SLAB, 16.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 DF5154'SECOND
 DF5154'TELEPHONE SWITCHBOARD BOX --WLTNKYU2029 SLC 9611--, 9.8 FEET SOUTH OF
 DF5154'UTILITY POLE
 DF5154'--B011451R--, AND 2.0 FEET NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 DF5154'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF5154'THE HORIZON ARE,
 DF5154'DESCRIBED UTILITY POLE --B011451R-- EXTENDING 70 DEGREES ABOVE THE
 DF5154'HORIZON AND A CLUSTER
 DF5154'OF TREES APPROXIMATELY 150 FEET NORTHWEST EXTENDING 50 DEGREES ABOVE
 DF5154'THE HORIZON.
 DF5154' 
 DF5154' 
 DF5154'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5150 ***********************************************************************
 DF5150  DESIGNATION -  BCK 99 4
 DF5150  PID         -  DF5150
 DF5150  STATE/COUNTY-  KY/BOONE
 DF5150  USGS QUAD   -  LAWRENCEBURG (1994)
 DF5150
 DF5150                         *CURRENT SURVEY CONTROL
 DF5150  ___________________________________________________________________
 DF5150* NAD 83(1993)-  39 00 30.77225(N)    084 47 02.40923(W)     ADJUSTED  
 DF5150* NAVD 88     -       256.1    (meters)     840.     (feet)  GPS OBS   
 DF5150  ___________________________________________________________________
 DF5150  X           -     451,180.631 (meters)                     COMP
 DF5150  Y           -  -4,942,351.513 (meters)                     COMP
 DF5150  Z           -   3,993,194.200 (meters)                     COMP
 DF5150  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DF5150  ELLIP HEIGHT-         222.03  (meters)          (04/07/03) GPS OBS
 DF5150  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DF5150
 DF5150  HORZ ORDER  -  FIRST
 DF5150  ELLP ORDER  -  THIRD     CLASS I
 DF5150
 DF5150.The horizontal coordinates were established by GPS observations
 DF5150.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 DF5150
 DF5150.The orthometric height was determined by GPS observations and a
 DF5150.high-resolution geoid model.
 DF5150
 DF5150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5150
 DF5150.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5150
 DF5150.The ellipsoidal height was determined by GPS observations
 DF5150.and is referenced to NAD 83.
 DF5150
 DF5150.The geoid height was determined by GEOID03.
 DF5150
 DF5150;                    North         East     Units Scale Factor Converg.
 DF5150;SPC KY1Z     - 1,297,356.442 1,583,677.718   MT  1.00010037   +0 35 35.1
 DF5150;SPC KY1Z     - 4,256,410.26  5,195,782.65   sFT  1.00010037   +0 35 35.1
 DF5150;SPC KY N     -   167,584.472   453,746.797   MT  1.00000664   -0 19 55.9
 DF5150;SPC KY N     -   549,816.72  1,488,667.62   sFT  1.00000664   -0 19 55.9
 DF5150;UTM  16      - 4,320,061.321   691,874.054   MT  1.00005335   +1 23 42.9
 DF5150
 DF5150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5150!SPC KY1Z     -   0.99996517  x   1.00010037  =   1.00006553
 DF5150!SPC KY N     -   0.99996517  x   1.00000664  =   0.99997181
 DF5150!UTM  16      -   0.99996517  x   1.00005335  =   1.00001851
 DF5150
 DF5150:                Primary Azimuth Mark                     Grid Az
 DF5150:SPC KY1Z     -  NKC 019 AZ MK                            351 55 27.2
 DF5150:SPC KY N     -  NKC 019 AZ MK                            352 50 58.2
 DF5150:UTM  16      -  NKC 019 AZ MK                            351 07 19.4
 DF5150
 DF5150|---------------------------------------------------------------------|
 DF5150| PID    Reference Object                     Distance      Geod. Az  |
 DF5150|                                                           dddmmss.s |
 DF5150| DF5016 NKC 019 AZ MK                       438.157 METERS 3523102.3 |
 DF5150|---------------------------------------------------------------------|
 DF5150
 DF5150                          SUPERSEDED SURVEY CONTROL
 DF5150
 DF5150.No superseded survey control is available for this station.
 DF5150
 DF5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9187420061(NAD 83)
 DF5150_MARKER: DD = SURVEY DISK
 DF5150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5150_STAMPING: BCK-99-4
 DF5150_MARK LOGO: GRWAS 
 DF5150_PROJECTION: FLUSH
 DF5150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5150+STABILITY: SURFACE MOTION
 DF5150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5150+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 DF5150
 DF5150  HISTORY     - Date     Condition        Report By
 DF5150  HISTORY     - 1999     MONUMENTED       GRWAS
 DF5150  HISTORY     - 2002     GOOD             WOOLPT
 DF5150  HISTORY     - 20060905 GOOD             USPSQD
 DF5150
 DF5150                          STATION DESCRIPTION
 DF5150
 DF5150'DESCRIBED BY WOOLPERT CONSULTANTS 2002 (BJM)
 DF5150'THIS STATION IS LOCATED APPROXIMATELY 6.0 MI SOUTHEAST OF THE
 DF5150'COMMUNITY OF PETERSBURG,
 DF5150'3.55 MI WEST-SOUTHWEST OF THE CITY OF BURLINGTON, AND 2.75 MI
 DF5150'NORTHEAST OF THE
 DF5150'COMMUNITY OF BELLEVIEW. THE STATION IS IN THE SOUTHWEST QUADRANT OF
 DF5150'THE JUNCTION OF
 DF5150'STATE HIGHWAY 18 (BURLINGTON PIKE) WITH WOOLPER ROAD AND ROCKY SPRINGS
 DF5150'ROAD.
 DF5150'OWNERSHIP--STATE OF KENTUCKY.
 DF5150' 
 DF5150'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 (BURLINGTON
 DF5150'PIKE) WITH STATE
 DF5150'HIGHWAY 20 (BELLEVUE ROAD), NORTH OF THE COMMUNITY OF BELLEVIEW, GO
 DF5150'NORTHEAST 3.00 MI
 DF5150'ON HIGHWAY 18 TO THE JUNCTION OF HIGHWAY 18 WITH WOOLPER ROAD ON THE
 DF5150'LEFT AND ROCKY
 DF5150'SPRINGS ROAD AND THE STATION ON THE RIGHT. THE STATION IS A 1.5-INCH
 DF5150'DIAMETER ALUMINUM
 DF5150'GRW AERIAL SURVEYS SURVEY DISK STAMPED --99--, SET INTO THE TOP OF A
 DF5150'8-INCH DIAMETER
 DF5150'CONCRETE POST, FLUSH WITH THE GROUND AND LEVEL WITH HIGHWAY 18.
 DF5150' 
 DF5150'THE STATION IS 27.5 FT SOUTH OF THE CENTERLINE OF HIGHWAY 18, 16.0 FT
 DF5150'WEST OF THE
 DF5150'CENTERLINE OF ROCKY SPRINGS ROAD, 39.9 FEET NORTHWEST OF UTILITY POLE
 DF5150'--23BN273C--, AND
 DF5150'38.6 FEET WEST-SOUTHWEST OF UTILITY POLE --23BN221C--.
 DF5150' 
 DF5150'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF5150'THE HORIZON ARE, A
 DF5150'CLUSTER OF TREES APPROXIMATELY 30 TO 150 FEET EAST TO SOUTHEAST
 DF5150'EXTENDING 30 DEGREES
 DF5150'ABOVE THE HORIZON, A LONE TREE APPROXIMATELY 60 FEET NORTH EXTENDING
 DF5150'20 DEGREES ABOVE
 DF5150'THE HORIZON, AND A LONE TREE APPROXIMATELY 75 FEET NORTHWEST EXTENDING
 DF5150'20 DEGREES
 DF5150'ABOVE THE HORIZON.
 DF5150' 
 DF5150' 
 DF5150' 
 DF5150' 
 DF5150'
 DF5150
 DF5150                          STATION RECOVERY (2006)
 DF5150
 DF5150'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF5150'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3.1 M
 DF5150'SOUTH-SOUTHEAST OF A --ROCKY SPRINGS ROAD-- METAL SIGN POST AND 0.1 M
 DF5150'NORTH OF A BROKEN AT THE GROUND ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9032 ***********************************************************************
 AI9032  DESIGNATION -  BCK 99 5
 AI9032  PID         -  AI9032
 AI9032  STATE/COUNTY-  KY/BOONE
 AI9032  USGS QUAD   -  UNION (1984)
 AI9032
 AI9032                         *CURRENT SURVEY CONTROL
 AI9032  ___________________________________________________________________
 AI9032* NAD 83(1993)-  38 59 44.55796(N)    084 42 41.45247(W)     ADJUSTED  
 AI9032* NAVD 88     -       244.1    (meters)     801.     (feet)  GPS OBS   
 AI9032  ___________________________________________________________________
 AI9032  X           -     457,514.919 (meters)                     COMP
 AI9032  Y           -  -4,942,660.605 (meters)                     COMP
 AI9032  Z           -   3,992,079.121 (meters)                     COMP
 AI9032  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AI9032  ELLIP HEIGHT-         210.06  (meters)          (01/02/01) GPS OBS
 AI9032  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AI9032
 AI9032  HORZ ORDER  -  FIRST
 AI9032  ELLP ORDER  -  THIRD     CLASS II
 AI9032
 AI9032.The horizontal coordinates were established by GPS observations
 AI9032.and adjusted by the National Geodetic Survey in January 2001..
 AI9032
 AI9032.The orthometric height was determined by GPS observations and a
 AI9032.high-resolution geoid model.
 AI9032
 AI9032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9032
 AI9032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9032
 AI9032.The ellipsoidal height was determined by GPS observations
 AI9032.and is referenced to NAD 83.
 AI9032
 AI9032.The geoid height was determined by GEOID03.
 AI9032
 AI9032;                    North         East     Units Scale Factor Converg.
 AI9032;SPC KY1Z     - 1,295,998.687 1,589,972.465   MT  1.00009595   +0 38 15.3
 AI9032;SPC KY1Z     - 4,251,955.69  5,216,434.66   sFT  1.00009595   +0 38 15.3
 AI9032;SPC KY N     -   166,125.411   460,018.224   MT  1.00000454   -0 17 13.5
 AI9032;SPC KY N     -   545,029.79  1,509,243.12   sFT  1.00000454   -0 17 13.5
 AI9032;UTM  16      - 4,318,791.906   698,187.013   MT  1.00008367   +1 26 25.9
 AI9032
 AI9032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9032!SPC KY1Z     -   0.99996704  x   1.00009595  =   1.00006299
 AI9032!SPC KY N     -   0.99996704  x   1.00000454  =   0.99997158
 AI9032!UTM  16      -   0.99996704  x   1.00008367  =   1.00005071
 AI9032
 AI9032|---------------------------------------------------------------------|
 AI9032| PID    Reference Object                     Distance      Geod. Az  |
 AI9032|                                                           dddmmss.s |
 AI9032| AI9005 415                                 293.165 METERS 04134     |
 AI9032|---------------------------------------------------------------------|
 AI9032
 AI9032                          SUPERSEDED SURVEY CONTROL
 AI9032
 AI9032.No superseded survey control is available for this station.
 AI9032
 AI9032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9818718792(NAD 83)
 AI9032_MARKER: DD = SURVEY DISK
 AI9032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9032_STAMPING: BCK-99-5
 AI9032_MARK LOGO: GRWAS 
 AI9032_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9032+STABILITY: SURFACE MOTION
 AI9032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9032+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9032
 AI9032  HISTORY     - Date     Condition        Report By
 AI9032  HISTORY     - 1999     MONUMENTED       LOCSUR
 AI9032
 AI9032                          STATION DESCRIPTION
 AI9032
 AI9032'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999
 AI9032'THE STATION IS LOCATED APPROXIMATELY 12.3 MI (19.8 KM) SOUTHWEST OF
 AI9032'COVINGTON, 4.5 MI (7.2 KM) WEST OF FLORENCE, 2.4 MI (3.9 KM) SOUTH OF
 AI9032'BURLINGTON, AND IS IN THE CAMP ERNST PARK.
 AI9032'TO REACH THE STATION FROM THE JUNCTION OF BURLINGTON PIKE (KY RT 18)
 AI9032'AND NORTH BEND ROAD (KY RT 237) , PROCEED SOUTH 0.85 MI (1.37 KM)
 AI9032'ALONG NORTH BEND ROAD (KY RT 237) TO THE JUNCTION OF CAMP ERNST ROAD
 AI9032'ON THE RIGHT.  TURN RIGHT AND PROCEED WEST 0.5 MI (0.8 KM) ALONG CAMP
 AI9032'ERNST ROAD TO THE STATION ON THE RIGHT ACROSS THE ROAD FROM HOUSE
 AI9032'NUMBER 7456 AND BEFORE THE ENTRANCE ROAD TO LAKEVIEW LODGE.
 AI9032'THE STATION IS LOCATED 34.000 M (111.548 FT) SOUTHWEST OF A 0.15 M
 AI9032'(0.49 FT) DIAMTER TREE, 25.900 M (84.974 FT) SOUTHEAST OF A WOODEN
 AI9032'POST AT THE SOUTH END OF THE BOAT DOCK, 20.820 M (68.307 FT) NORTHWEST
 AI9032'OF A UTILITY POLE, AND 4.080 M (13.386 FT) NORTH OF A GUARDRAIL.  THE
 AI9032'STATION IS A GRW AERIAL SURVEYS BRASS DISK STAMPED-- BCK-99-5-- SET IN
 AI9032'THE TOP OF A 0.3 M (1.0 FT) DIAMETER CONCRETE MONUMENT FLUSH WITH THE
 AI9032'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3342 ***********************************************************************
 GY3342  DESIGNATION -  BEAR TRACK
 GY3342  PID         -  GY3342
 GY3342  STATE/COUNTY-  KY/LEE
 GY3342  USGS QUAD   -  COBHILL (1976)
 GY3342
 GY3342                         *CURRENT SURVEY CONTROL
 GY3342  ___________________________________________________________________
 GY3342* NAD 83(1993)-  37 37 31.64824(N)    083 46 19.65395(W)     ADJUSTED  
 GY3342* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 GY3342  ___________________________________________________________________
 GY3342  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 GY3342  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GY3342
 GY3342  HORZ ORDER  -  SECOND
 GY3342
 GY3342.The horizontal coordinates were established by classical geodetic methods
 GY3342.and adjusted by the National Geodetic Survey in December 1995..
 GY3342
 GY3342.The orthometric height was scaled from a topographic map.
 GY3342
 GY3342.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3342
 GY3342.The geoid height was determined by GEOID03.
 GY3342
 GY3342;                    North         East     Units Scale Factor Converg.
 GY3342;SPC KY1Z     - 1,145,253.277 1,674,573.344   MT  0.99991448   +1 12 51.6
 GY3342;SPC KY1Z     - 3,757,385.13  5,493,996.05   sFT  0.99991448   +1 12 51.6
 GY3342;SPC KY S     -   645,221.890   674,581.309   MT  0.99995829   +1 11 58.2
 GY3342;SPC KY S     - 2,116,865.48  2,213,188.84   sFT  0.99995829   +1 11 58.2
 GY3342;UTM  17      - 4,167,874.782   255,357.585   MT  1.00033726   -1 41 35.6
 GY3342
 GY3342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3342!SPC KY1Z     -   0.99994337  x   0.99991448  =   0.99985785
 GY3342!SPC KY S     -   0.99994337  x   0.99995829  =   0.99990166
 GY3342!UTM  17      -   0.99994337  x   1.00033726  =   1.00028061
 GY3342
 GY3342|---------------------------------------------------------------------|
 GY3342| PID    Reference Object                     Distance      Geod. Az  |
 GY3342|                                                           dddmmss.s |
 GY3342| GY3343 BEAR TRACK LOOKOUT TOWER              8.372 METERS 04822     |
 GY3342| DB8713 BEAR TRACK RM 1                      22.477 METERS 08002     |
 GY3342| DB8712 BEAR TRACK AZ MK                                   1501649.7 |
 GY3342| DB8714 BEAR TRACK RM 2                      26.811 METERS 35046     |
 GY3342|---------------------------------------------------------------------|
 GY3342
 GY3342                          SUPERSEDED SURVEY CONTROL
 GY3342
 GY3342  NAD 83(1986)-  37 37 31.65449(N)    083 46 19.65992(W) AD(       ) 2
 GY3342  NAD 27      -  37 37 31.35100(N)    083 46 19.95800(W) AD(       ) 2
 GY3342
 GY3342.Superseded values are not recommended for survey control.
 GY3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3342.See file dsdata.txt to determine how the superseded data were derived.
 GY3342
 GY3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB5535867875(NAD 83)
 GY3342_MARKER: DS = TRIANGULATION STATION DISK
 GY3342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3342
 GY3342  HISTORY     - Date     Condition        Report By
 GY3342  HISTORY     - 1951     MONUMENTED       CGS
 GY3342
 GY3342                          STATION DESCRIPTION
 GY3342
 GY3342'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GY3342'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF IRVINE AND ABOUT 5-1/2
 GY3342'MILES NORTHWEST OF BEATTYVILLE.  IT IS 29 FEET SOUTH OF THE
 GY3342'NORTHWEST LEG OF THE BEAR TRACK LOOKOUT TOWER AND 14 FEET SOUTHWEST
 GY3342'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.  THE MARK IS FLUSH AND
 GY3342'THE DISK IS STAMPED BEAR TRACK 1951.
 GY3342'
 GY3342'REFERENCE MARK NO. 1 IS 45 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 GY3342'FRAME BUILDING AND 43 FEET EAST OF SOUTHEAST LEG OF THE LOOKOUT
 GY3342'TOWER.  THE MARK IS FLUSH AND THE DISK IS STAMPED BEAR TRACK NO 1
 GY3342'1951.
 GY3342'
 GY3342'REFERENCE MARK NO. 2 IS 65 FEET NORTHWEST OF THE NORTHWEST LEG OF THE
 GY3342'LOOKOUT TOWER AND 23 FEET NORTHEAST OF A 16 INCH OAK TREE.  THE
 GY3342'MARK IS FLUSH AND THE DISK IS STAMPED BEAR TRACK NO 2 1951.
 GY3342'
 GY3342'AZIMUTH MARK IS 22 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 GY3342'WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCELINE.  THE
 GY3342'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BEAR TRACK 1951.
 GY3342'
 GY3342'TO REACH THE STATION FROM THE ESTILL COUNTY COURTHOUSE IN IRVINE, GO
 GY3342'SOUTHEAST ON STATE HIGHWAY NO. 52 FOR 18.4 MILES TO A GRAVEL REVERSE
 GY3342'Y ROAD RIGHT, THIS POINT IS 7.85 MILES NORTHEAST OF THE LEE COUNTY
 GY3342'COURTHOUSE IN BEATTYVILLE, TURN RIGHT ON GRAVEL ROAD AND GO 0.2
 GY3342'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.05 MILE TO WHERE
 GY3342'ROAD FORKS, TURN RIGHT AND GO UP HILL FOR 0.2 MILE TO THE BEAR
 GY3342'TRACK LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 GY3342'
 GY3342'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3343 ***********************************************************************
 GY3343  DESIGNATION -  BEAR TRACK LOOKOUT TOWER
 GY3343  PID         -  GY3343
 GY3343  STATE/COUNTY-  KY/LEE
 GY3343  USGS QUAD   -  COBHILL (1976)
 GY3343
 GY3343                         *CURRENT SURVEY CONTROL
 GY3343  ___________________________________________________________________
 GY3343* NAD 83(1993)-  37 37 31.82865(N)    083 46 19.39879(W)     ADJUSTED  
 GY3343* NAVD 88     -                                                        
 GY3343  ___________________________________________________________________
 GY3343  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 GY3343  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GY3343
 GY3343  HORZ ORDER  -  THIRD
 GY3343
 GY3343.The horizontal coordinates were established by classical geodetic methods
 GY3343.and adjusted by the National Geodetic Survey in December 1995..
 GY3343
 GY3343
 GY3343.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3343
 GY3343.The geoid height was determined by GEOID03.
 GY3343
 GY3343;                    North         East     Units Scale Factor Converg.
 GY3343;SPC KY1Z     - 1,145,258.970 1,674,579.481   MT  0.99991448   +1 12 51.8
 GY3343;SPC KY1Z     - 3,757,403.80  5,494,016.18   sFT  0.99991448   +1 12 51.8
 GY3343;SPC KY S     -   645,227.582   674,587.448   MT  0.99995829   +1 11 58.4
 GY3343;SPC KY S     - 2,116,884.16  2,213,208.99   sFT  0.99995829   +1 11 58.4
 GY3343;UTM  17      - 4,167,880.159   255,364.005   MT  1.00033722   -1 41 35.4
 GY3343
 GY3343                          SUPERSEDED SURVEY CONTROL
 GY3343
 GY3343  NAD 83(1986)-  37 37 31.83530(N)    083 46 19.40519(W) AD(       ) 4
 GY3343  NAD 27      -  37 37 31.53200(N)    083 46 19.70300(W) AD(       ) 3
 GY3343
 GY3343.Superseded values are not recommended for survey control.
 GY3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3343.See file dsdata.txt to determine how the superseded data were derived.
 GY3343
 GY3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB5536467880(NAD 83)
 GY3343_MARKER: 57 = LOOKOUT TOWER
 GY3343
 GY3343  HISTORY     - Date     Condition        Report By
 GY3343  HISTORY     - 1951     FIRST OBSERVED   CGS
 GY3343
 GY3343                          STATION DESCRIPTION
 GY3343
 GY3343'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GY3343'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF IRVINE AND ABOUT 5-1/2
 GY3343'MILES NORTHWEST OF BEATTYVILLE.  THE STATION IS A 4-LEGGED STEEL
 GY3343'STRUCTURE 80 FEET HIGH WITH AN OBSERVATION ROOM ATOP PAINTED GRAY.  A
 GY3343'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BEAR TRACK
 GY3343'AND THE DISTANCE WAS FOUND TO BE 8.373 METERS (27.47 FEET).  THE
 GY3343'POINT TRAVERSED TO AND OBSERVED ON WAS THE CENTER OF THE BASE OF THE
 GY3343'LOOKOUT TOWER.
 GY3343'
 GY3343'TO REACH THE STATION FROM THE ESTILL COUNTY COURTHOUSE IN IRVINE, GO
 GY3343'SOUTHEAST ON STATE HIGHWAY NO. 52 FOR 18.4 MILES TO A GRAVEL REVERSE
 GY3343'Y ROAD RIGHT, THIS POINT IS 7.85 MILES NORTHEAST OF THE LEE COUNTY
 GY3343'COURTHOUSE IN BEATTYVILLE, TURN RIGHT ON GRAVEL ROAD AND GO 0.25
 GY3343'MILE TO WHERE ROAD FORKS, TURN RIGHT AND GO UP HILL FOR 0.2 MILE TO
 GY3343'THE TOP OF HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1441 ***********************************************************************
 HA1441  CBN         -  This is a Cooperative Base Network Control Station.
 HA1441  DESIGNATION -  BEAVER DAM
 HA1441  PID         -  HA1441
 HA1441  STATE/COUNTY-  KY/OHIO
 HA1441  USGS QUAD   -  HORTON (1971)
 HA1441
 HA1441                         *CURRENT SURVEY CONTROL
 HA1441  ___________________________________________________________________
 HA1441* NAD 83(1993)-  37 24 55.78444(N)    086 52 23.39480(W)     ADJUSTED  
 HA1441* NAVD 88     -       145.6    (meters)     478.     (feet)  GPS OBS   
 HA1441  ___________________________________________________________________
 HA1441  X           -     276,670.633 (meters)                     COMP
 HA1441  Y           -  -5,064,648.547 (meters)                     COMP
 HA1441  Z           -   3,854,188.902 (meters)                     COMP
 HA1441  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 HA1441  ELLIP HEIGHT-         114.76  (meters)          (11/03/04) GPS OBS
 HA1441  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HA1441
 HA1441  HORZ ORDER  -  B
 HA1441  ELLP ORDER  -  THIRD     CLASS I
 HA1441
 HA1441.The horizontal coordinates were established by GPS observations
 HA1441.and adjusted by the National Geodetic Survey in September 1994..
 HA1441
 HA1441.The orthometric height was determined by GPS observations and a
 HA1441.high-resolution geoid model.
 HA1441
 HA1441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1441
 HA1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1441
 HA1441.The ellipsoidal height was determined by GPS observations
 HA1441.and is referenced to NAD 83.
 HA1441
 HA1441.The geoid height was determined by GEOID03.
 HA1441
 HA1441;                    North         East     Units Scale Factor Converg.
 HA1441;SPC KY1Z     - 1,120,700.120 1,400,580.456   MT  0.99993710   -0 41 22.5
 HA1441;SPC KY1Z     - 3,676,830.31  4,595,071.05   sFT  0.99993710   -0 41 22.5
 HA1441;SPC KY S     -   620,683.326   400,579.473   MT  0.99994641   -0 40 52.2
 HA1441;SPC KY S     - 2,036,358.55  1,314,234.49   sFT  0.99994641   -0 40 52.2
 HA1441;UTM  16      - 4,140,973.824   511,223.560   MT  0.99960155   +0 04 37.4
 HA1441
 HA1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1441!SPC KY1Z     -   0.99998199  x   0.99993710  =   0.99991909
 HA1441!SPC KY S     -   0.99998199  x   0.99994641  =   0.99992840
 HA1441!UTM  16      -   0.99998199  x   0.99960155  =   0.99958355
 HA1441
 HA1441|---------------------------------------------------------------------|
 HA1441| PID    Reference Object                     Distance      Geod. Az  |
 HA1441|                                                           dddmmss.s |
 HA1441| CG7117 BEAVER DAM RM 3                      13.386 METERS 10237     |
 HA1441| HA1447 BEAVER DAM MUNICIPAL TANK           APPROX. 0.8 KM 2020249.2 |
 HA1441| CG7115 BEAVER DAM RM 1                       6.276 METERS 25332     |
 HA1441| CG7114 BEAVER DAM AZ MK                                   2580350.0 |
 HA1441| CG7116 BEAVER DAM RM 2                      19.398 METERS 33104     |
 HA1441|---------------------------------------------------------------------|
 HA1441
 HA1441                          SUPERSEDED SURVEY CONTROL
 HA1441
 HA1441  ELLIP H (09/07/94)  114.81   (m)                       GP(       ) 4 1
 HA1441  NAD 83(1986)-  37 24 55.79640(N)    086 52 23.40187(W) AD(       ) 2
 HA1441  NAD 27      -  37 24 55.62100(N)    086 52 23.42300(W) AD(       ) 2
 HA1441
 HA1441.Superseded values are not recommended for survey control.
 HA1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1441.See file dsdata.txt to determine how the superseded data were derived.
 HA1441
 HA1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG1122440974(NAD 83)
 HA1441_MARKER: DS = TRIANGULATION STATION DISK
 HA1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1441_SP_SET: CONCRETE POST
 HA1441_STAMPING: BEAVER DAM 1950
 HA1441_MARK LOGO: CGS   
 HA1441_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1441+STABILITY: SURFACE MOTION
 HA1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1441+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 HA1441
 HA1441  HISTORY     - Date     Condition        Report By
 HA1441  HISTORY     - 1950     MONUMENTED       CGS
 HA1441  HISTORY     - 1950     GOOD             CGS
 HA1441  HISTORY     - 1958     SEE DESCRIPTION  CGS
 HA1441  HISTORY     - 19931116 GOOD             NGS
 HA1441  HISTORY     - 19940126 GOOD
 HA1441  HISTORY     - 20011008 GOOD             KYDT
 HA1441  HISTORY     - 20030108 GOOD             WOOLPT
 HA1441
 HA1441                          STATION DESCRIPTION
 HA1441
 HA1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1441'STATION IS LOCATED ABOUT 1/2 MILE NORTHEAST OF BEAVER DAM ON THE
 HA1441'SOUTHEAST SIDE OF U.S. HIGHWAY NO. 62, IN THE NORTHWEST
 HA1441'CORNER OF A CEMETERY.  IT IS 30 FEET SOUTHEAST OF THE CENTER OF
 HA1441'HIGHWAY, 28 FEET WEST OF THOMAS E. TAYLORS HEAD STONE, 4 FEET
 HA1441'WEST OF A FENCE CORNER AND 4 FEET SOUTH OF A WHITE WITNESS POST.  THE
 HA1441'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BEAVER DAM 1950.
 HA1441'
 HA1441'REFERENCE MARK NO. 1 IS 30 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 HA1441'AND 1 FOOT NORTHWEST OF A FENCELINE.  THE MARK PROJECTS 4
 HA1441'INCHES AND THE DISK IS STAMPED BEAVER DAM NO 1 1950.
 HA1441'
 HA1441'REFERENCE MARK NO. 2 IS 33 FEET NORTHWEST OF THE CENTER OF HIGHWAY
 HA1441'AND 12 FEET NORTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS 4
 HA1441'INCHES AND THE DISK IS STAMPED BEAVER DAM NO 2 1950.
 HA1441'
 HA1441'AZIMUTH MARK IS 83 FEET SOUTHWEST OF THE CENTER OF DRIVEWAY, 33 FEET
 HA1441'NORTHWEST OF THE CENTER OF U.S. HIGHWAY NO. 62, 18 FEET NORTHEAST OF
 HA1441'A POWERLINE POLE AND 2 FEET NORTHEAST OF A WHITE WITNESS POST.  THE
 HA1441'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BEAVER DAM 1950.
 HA1441'
 HA1441'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 62 AND
 HA1441'STATE HIGHWAY NO. 71 IN THE NORTH EDGE OF BEAVER DAM, GO NORTHEAST
 HA1441'ON U.S. HIGHWAY NO. 62 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT,
 HA1441'CONTINUE FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 HA1441'
 HA1441'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HA1441
 HA1441                          STATION RECOVERY (1950)
 HA1441
 HA1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 HA1441'RECOVERED IN GOOD CONDITION.
 HA1441
 HA1441                          STATION RECOVERY (1958)
 HA1441
 HA1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 HA1441'ALL MARKS WERE RECOVERED AT THIS STATION. THE SURFACE STATION MARK
 HA1441'HAD BEEN PUSHED OVER, REFERENCE MARK NO. 1 ALSO HAD BEEN PUSHED
 HA1441'OVER, REFERENCE MARK NO. 2 HAD ALSO BEEN DISTURBED WHEN A NEW SCHOOL
 HA1441'BUILDING WAS ERECTED, AND THE YARD GRADED.  DUE TO GRADING AND
 HA1441'BUILDING CONTEMPLATED AT THE LOCATION OF REFERENCE MARK NO. 1 IT WAS
 HA1441'MOVED.  THE STATION WAS LOWERED AT ITS ORIGIONAL CENTER.  NEW
 HA1441'DESCRIPTION FOLLOWS-
 HA1441'
 HA1441'STATION IS LOCATED ABOUT 1/2 MILE NORTHEAST OF BEAVER DAM, ON THE
 HA1441'SOUTHEAST SIDE OF U.S. HIGHWAY 62, IN THE NORTHEAST CORNER OF A
 HA1441'LOT ADJOINING THE NORTHWEST CORNER OF A CEMETERY, 30 FEET SOUTHEAST
 HA1441'OF THE CENTER LINE OF HIGHWAY, 28 FEET WEST OF THE HEAD STONE FOR
 HA1441'THOMAS E. TAYLOR, 15 FEET SOUTHWEST OF THE CENTER OF THE WEST DRIVE
 HA1441'TO THE CEMETERY, ABOUT 8 FEET EAST OF DRIVEWAY TO LOT.  THE MARK IS
 HA1441'ABOUT 10 INCHES UNDER GROUND, AND THE DISK IS STAMPED BEAVER DAM
 HA1441'1950.
 HA1441'
 HA1441'REFERENCE MARK NO. 2 WAS NOT MOVED FROM WHERE IT WAS FOUND AS IT
 HA1441'APPEARED SOLID.  IT IS 32.6 FEET NORTHWEST OF THE CENTER LINE
 HA1441'OF THE HIGHWAY, ON THE BEAVER DAM HIGH SCHOOL GROUNDS, 12 FEET
 HA1441'NORTHEAST OF A TELEPHONE POLE, THE MARK IS PROJECTING ABOUT 12
 HA1441'INCHES, AND THE DISK IS STAMPED BEAVER DAM NO 2 1950.
 HA1441'
 HA1441'REFERENCE MARK NO. 3 IS 27.6 FEET SOUTHEAST OF THE CENTER LINE OF
 HA1441'HIGHWAY, IN A ROW OF GUARD POSTS ALONG THE FRONT OF THE CEMETERY,
 HA1441'29 FEET EAST OF THE CENTER OF THE WEST DRIVE TO CEMETERY.
 HA1441'
 HA1441'THE AZIMUTH MARK WAS IN THE WAY OF CONSTRUCTION OF SIDEWALK AND
 HA1441'SLOPING OF BANK.  IT WAS LOWERED AT ITS ORIGINAL
 HA1441'CENTER ABOUT 3 FEET TO THE LEVEL OF THE FINISHED GRADE.  IT IS ABOUT
 HA1441'33 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 62,
 HA1441'18 FEET NORTHEAST OF A COMBINATION POWER AND TELEPHONE POLE WITH A
 HA1441'GUY CABLE TO THE NORTHEAST, 83 FEET SOUTHWEST OF A
 HA1441'STREET NORTHWEST.  THE MARK WILL BE ABOUT FLUSH, AND THE DISK IS
 HA1441'STAMPED BEAVER DAM 1950.
 HA1441'
 HA1441'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 231 AND 62 AT
 HA1441'THE NORTH EDGE OF BEAVER DAM, GO NORTHEAST ON U.S.
 HA1441'HIGHWAY 62 FOR ABOUT 425 FEET TO THE AZIMUTH MARK ON THE LEFT,
 HA1441'CONTINUE 0.15 MILE ON U.S. HIGHWAY 62 TO THE
 HA1441'NORTHWEST CORNER OF THE CEMETERY AND THE STATION ON THE RIGHT AS
 HA1441'DESCRIBED.
 HA1441
 HA1441                          STATION RECOVERY (1993)
 HA1441
 HA1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HA1441'THE STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTHEAST OF BEAVER DAM,
 HA1441'ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 62 AND IN THE NORTHEAST CORNER
 HA1441'OF A LOT ADJOINING THE NORTHWEST CORNER OF THE SUNNYSIDE CEMETERY.
 HA1441'OWNERSHIP-- HIGHWAY RIGHT-OF-WAY.
 HA1441'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 231 AND 62
 HA1441'EAST AT THE NORTH EDGE OF BEAVER DAM, GO NORTHEAST ON U.S. HIGHWAY 62
 HA1441'FOR 0.25 MI (0.40 KM) TO THE NORTHWEST CORNER OF THE CEMETERY AND THE
 HA1441'STATION ON THE RIGHT.
 HA1441'THE STATION IS RECESSED 0.3 M (1.0 FT) BELOW THE LEVEL OF THE GROUND.
 HA1441'LOCATED 30 FT (9.1 M) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 HA1441'28 FT (8.5 M) WEST OF THE HEAD STONE FOR THOMAS E. TAYLOR AND 15 FT
 HA1441'(4.6 M) SOUTHWEST OF THE CENTER OF THE WESTERNMOST DRIVE TO THE
 HA1441'CEMETERY.
 HA1441
 HA1441                          STATION RECOVERY (1994)
 HA1441
 HA1441'RECOVERED 1994
 HA1441'RECOVERED IN GOOD CONDITION.
 HA1441
 HA1441                          STATION RECOVERY (2001)
 HA1441
 HA1441'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (HE)
 HA1441'RECOVERED IN GOOD CONDITION.
 HA1441
 HA1441                          STATION RECOVERY (2003)
 HA1441
 HA1441'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HA1441'RECOVERED AS DESCRIBED, WITH THIS CORRECTION...
 HA1441' 
 HA1441'HEADSTONE SHOULD READ 'THOMAS C  TAYLOR', NOT 'THOMAS E TAYLOR'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1447 ***********************************************************************
 HA1447  DESIGNATION -  BEAVER DAM MUNICIPAL TANK
 HA1447  PID         -  HA1447
 HA1447  STATE/COUNTY-  KY/OHIO
 HA1447  USGS QUAD   -  HARTFORD (1973)
 HA1447
 HA1447                         *CURRENT SURVEY CONTROL
 HA1447  ___________________________________________________________________
 HA1447* NAD 83(1993)-  37 24 31.43378(N)    086 52 35.75719(W)     ADJUSTED  
 HA1447* NAVD 88     -                                                        
 HA1447  ___________________________________________________________________
 HA1447  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 HA1447  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HA1447
 HA1447  HORZ ORDER  -  THIRD
 HA1447
 HA1447.The horizontal coordinates were established by classical geodetic methods
 HA1447.and adjusted by the National Geodetic Survey in December 1995..
 HA1447
 HA1447
 HA1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1447
 HA1447.The geoid height was determined by GEOID03.
 HA1447
 HA1447;                    North         East     Units Scale Factor Converg.
 HA1447;SPC KY1Z     - 1,119,953.173 1,400,267.441   MT  0.99993805   -0 41 30.1
 HA1447;SPC KY1Z     - 3,674,379.70  4,594,044.10   sFT  0.99993805   -0 41 30.1
 HA1447;SPC KY S     -   619,936.326   400,266.564   MT  0.99994625   -0 40 59.7
 HA1447;SPC KY S     - 2,033,907.76  1,313,207.89   sFT  0.99994625   -0 40 59.7
 HA1447;UTM  16      - 4,140,223.008   510,920.668   MT  0.99960147   +0 04 29.9
 HA1447
 HA1447                          SUPERSEDED SURVEY CONTROL
 HA1447
 HA1447  NAD 83(1986)-  37 24 31.44459(N)    086 52 35.76452(W) AD(       ) 4
 HA1447  NAD 27      -  37 24 31.27300(N)    086 52 35.78500(W) AD(       ) 3
 HA1447
 HA1447.Superseded values are not recommended for survey control.
 HA1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1447.See file dsdata.txt to determine how the superseded data were derived.
 HA1447
 HA1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG1092140223(NAD 83)
 HA1447_MARKER: 51 = TANK
 HA1447
 HA1447  HISTORY     - Date     Condition        Report By
 HA1447  HISTORY     - 1950     FIRST OBSERVED   CGS
 HA1447  HISTORY     - 1958     GOOD             CGS
 HA1447
 HA1447                          STATION DESCRIPTION
 HA1447
 HA1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1447'STATION IS LOCATED ABOUT 300 FEET NORTHWEST OF THE JUNCTION OF STATE
 HA1447'HIGHWAYS 71 AND 273 IN BEAVER DAM.  IT IS A FOUR LEGGED STEEL
 HA1447'STRUCTURE ABOUT 125 FEET HIGH AND PAINTED GRAY.  THE LEGEND BEAVER
 HA1447'DAM IS PAINTED IN LARGE BLACK LETTERS ON THE NORTH AND SOUTH SIDE
 HA1447'OF THE TANK.  THE POINT OBSERVED ON WAS THE SMALL BALL IN THE CENTER
 HA1447'OF THE TOP OF THE ROOF OF THE TANK.
 HA1447
 HA1447                          STATION RECOVERY (1958)
 HA1447
 HA1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 HA1447'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THE TANK IS NOW PAINTED
 HA1447'ALUMINUM, AND THE HIGHWAY JUNCTION IS U.S. HIGHWAY 231 AND STATE
 HA1447'HIGHWAY 273.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2647 ***********************************************************************
 GB2647  DESIGNATION -  BEAVER RESET
 GB2647  PID         -  GB2647
 GB2647  STATE/COUNTY-  KY/WAYNE
 GB2647  USGS QUAD   -  MONTICELLO (1977)
 GB2647
 GB2647                         *CURRENT SURVEY CONTROL
 GB2647  ___________________________________________________________________
 GB2647* NAD 83(1993)-  36 49 43.58693(N)    084 52 09.60182(W)     ADJUSTED  
 GB2647* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 GB2647  ___________________________________________________________________
 GB2647  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 GB2647  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GB2647
 GB2647  HORZ ORDER  -  THIRD
 GB2647
 GB2647.The horizontal coordinates were established by classical geodetic methods
 GB2647.and adjusted by the National Geodetic Survey in December 1995..
 GB2647
 GB2647.The orthometric height was scaled from a topographic map.
 GB2647
 GB2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2647
 GB2647.The geoid height was determined by GEOID03.
 GB2647
 GB2647;                    North         East     Units Scale Factor Converg.
 GB2647;SPC KY1Z     - 1,055,358.555 1,578,569.374   MT  1.00007063   +0 32 26.5
 GB2647;SPC KY1Z     - 3,462,455.53  5,179,023.02   sFT  1.00007063   +0 32 26.5
 GB2647;SPC KY S     -   555,347.022   578,562.600   MT  0.99998405   +0 32 02.7
 GB2647;SPC KY S     - 1,822,001.02  1,898,167.46   sFT  0.99998405   +0 32 02.7
 GB2647;UTM  16      - 4,077,996.371   690,014.979   MT  1.00004482   +1 16 39.2
 GB2647
 GB2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2647!SPC KY1Z     -   0.99995880  x   1.00007063  =   1.00002943
 GB2647!SPC KY S     -   0.99995880  x   0.99998405  =   0.99994285
 GB2647!UTM  16      -   0.99995880  x   1.00004482  =   1.00000362
 GB2647
 GB2647|---------------------------------------------------------------------|
 GB2647| PID    Reference Object                     Distance      Geod. Az  |
 GB2647|                                                           dddmmss.s |
 GB2647| AI6909 BEAVER RM 1                           9.068 METERS 04734     |
 GB2647| AI6911 BEAVER RM 3                           9.043 METERS 04753     |
 GB2647| GB2648 MONTICELLO MUNICIPAL TANK           APPROX. 1.9 KM 0710108.5 |
 GB2647| AI6910 BEAVER RM 2                           9.114 METERS 22901     |
 GB2647| AI6912 BEAVER RM 4                           8.833 METERS 22923     |
 GB2647|---------------------------------------------------------------------|
 GB2647
 GB2647                          SUPERSEDED SURVEY CONTROL
 GB2647
 GB2647  NAD 83(1986)-  36 49 43.59684(N)    084 52 09.60829(W) AD(       ) 3
 GB2647  NAD 27      -  36 49 43.34400(N)    084 52 09.80000(W) AD(       ) 3
 GB2647
 GB2647.Superseded values are not recommended for survey control.
 GB2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2647.See file dsdata.txt to determine how the superseded data were derived.
 GB2647
 GB2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9001577996(NAD 83)
 GB2647_MARKER: DS = TRIANGULATION STATION DISK
 GB2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2647_STAMPING: BEAVER 1950 1969
 GB2647_MARK LOGO: CGS   
 GB2647_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2647
 GB2647  HISTORY     - Date     Condition        Report By
 GB2647  HISTORY     - 1969     MONUMENTED       CGS
 GB2647  HISTORY     - 19830302 GOOD             NGS
 GB2647
 GB2647                          STATION DESCRIPTION
 GB2647
 GB2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GB2647'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1
 GB2647'WAS TURNED IN THE GROUND AND REFERENCE MARK NO. 2 HAD BEEN STRUCK
 GB2647'BY A SPEEDING CAR AND THE MONUMENT COMPLETELY UPROOTED.  ALL MARKS
 GB2647'WERE PROJECTING ABOUT 18 INCHES AND WERE IN DANGER OF BEING LOST.
 GB2647'THE SURFACE STATION MARK WAS REMOVED AND A FIRM PLUMBING BENCH BUILT
 GB2647'OVER THE UNDERGROUND MARK AND THE POINT HELD.  THE ENTIRE STATION
 GB2647'MARK WAS THEN LOWERED VERTICALLY IN PLACE ABOUT 2 FEET AND THE DISK
 GB2647'ALTERED TO READ BEAVER 1950 1969.  THE MONUMENT FOR REFERENCE
 GB2647'MARK NO. 1 WAS ALSO LOWERED AND THE MONUMENT FOR REFERENCE MARK NO. 2
 GB2647'WAS RESET, AND THE DISKS PROPERLY ALTERED.  ALL MONUMENTS WERE
 GB2647'SURROUNDED WITH ABOUT 1 FOOT OF CONCRETE AND THE EARTH FIRMLY
 GB2647'TAMPED TO THE SURFACE LEVEL.  THE STATION WAS THEN OCCUPIED AND THE
 GB2647'HORIZONTAL ANGLES OBSERVED BETWEEN POSITIONED INTERSECTION STATION
 GB2647'MONTICELLO, MUNICIPAL WATER TANK (1950) AND THE REFERENCE MARKS, AND
 GB2647'TWO DISTANT MAST WERE CUT IN FOR ADDITIONAL AZIMUTHS.  NO AZIMUTH
 GB2647'MARK WAS EVER SET FOR THIS STATION AND NONE WAS ESTABLISHED THIS
 GB2647'DATE, AS NO SUITABLE LOCATION COULD BE FOUND.
 GB2647'
 GB2647'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GB2647'
 GB2647'THE STATION IS LOCATED ALONG THE NORTHWEST RIGHT-OF-WAY OF WORSHAM
 GB2647'LANE IN THE WESTERN SECTION OF MONTICELLO.
 GB2647'
 GB2647'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 90 AND 92 AT
 GB2647'THE PUBLIC SQUARE JUST WEST OF THE WAYNE COUNTY COURTHOUSE IN
 GB2647'MONTICELLO, GO NORTHWESTERLY ON STATE ROUTE 92 FOR 0.9 OF A MILE TO
 GB2647'WORSHAM LANE ON THE LEFT.  HERE TURN LEFT ON WORSHAM LANE AND GO
 GB2647'SOUTHWESTERLY FOR 0.35 OF A MILE TO GRAVELED T ROAD ON THE RIGHT,
 GB2647'CONTINUE SOUTHWESTERLY ON WORSHAM LANE FOR 0.6 OF A MILE TO THE
 GB2647'STATION ON THE RIGHT AS DESCRIBED.
 GB2647'
 GB2647'THE STATION IS 90 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A
 GB2647'GRAVELED DRIVEWAY LEADING INTO THE CLYDE DAVIS FARM, 12 FEET
 GB2647'NORTHWEST OF THE APPROXIMATE CENTER OF WORSHAM LANE, 1.0 FOOT
 GB2647'SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND AT THE SOUTHEAST
 GB2647'EDGE OF A SMALL CULTIVATED GARDEN PLOT.  IT IS A STANDARD DISK SET IN
 GB2647'THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2647'IS STAMPED BEAVER 1950 1969.
 GB2647'
 GB2647'REFERENCE MARK NO. 3 IS 120 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GB2647'OF THE GRAVELED DRIVEWAY LEADING INTO THE DAVIS FARM, 13 FEET
 GB2647'NORTHWEST OF THE APPROXIMATE CENTER OF WORSHAM LANE AND AT THE
 GB2647'SOUTHEAST EDGE OF THE CULTIVATED PLOT ON ABOUT THE SAME LEVEL AS
 GB2647'THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GB2647'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2647'BEAVER 1950 NO 3 1969.
 GB2647'
 GB2647'REFERENCE MARK NO. 4 IS 71 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GB2647'OF THE GRAVELED DRIVEWAY LEADING INTO THE DAVIS FARM, 12 FEET
 GB2647'NORTHWEST OF THE APPROXIMATE CENTER OF WORSHAM LANE AND AT THE
 GB2647'SOUTHEAST EDGE OF THE CULTIVATED PLOT ABOUT 1 FOOT BELOW THE LEVEL OF
 GB2647'THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GB2647'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BEAVER
 GB2647'1950 NO 4 1969.
 GB2647'
 GB2647'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GB2647'REFERENCE MARK NO. 4 IS 58.62 FEET-17.869 METERS.
 GB2647'
 GB2647'NOTE- MONTICELLO CHURCH OF CHRIST SPIRE OBSERVED FROM THIS STATION IN
 GB2647'1950 IS NO LONGER VISIBLE BECAUSE OF TREES.
 GB2647
 GB2647                          STATION RECOVERY (1983)
 GB2647
 GB2647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 GB2647'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 GB2647'GOOD CONDITION.  THE DIRECTION TO THE REFERENCE MARKS CHECKED AS DID
 GB2647'THE DISTANCE TO REFERENCE MARK 4.  THE DISTANCE TO REFERENCE MARK 3
 GB2647'WAS FOUND TO BE IN ERROR BY 0.04 OF A FOOT.  THERE IS TO BE SOME
 GB2647'GRADING AT THE SITE AND IT IS POSSIBLE THAT THE REFERENCE MARK COULD
 GB2647'BE DISTURBED AND REFERENCE MARKS 5 AND 6 WERE SET.  THERE ARE ROAD
 GB2647'CHANGES BEING MADE AND A NEW DESCRIPTION SHOULD BE MADE WHEN
 GB2647'CONSTRUCTION IS OVER.  THE STATION IS 142 FT (43.3 M) NORTHEAST OF THE
 GB2647'CENTERLINE OF STATE HIGHWAY 90 BYPASS OF MONTICELLO. REFERENCE MARK 5
 GB2647'IS 79 FT (24.1 M) WEST OF THE SOUTHWEST CORNER OF A 2 STORY BRICK
 GB2647'HOUSE AND 64 FT (19.5 M) SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY.
 GB2647'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---BEAVER 1950 NO 5
 GB2647'1983---. REFERENCE MARK 6 IS 87 FT (26.5 M) SOUTHWEST OF THE SOUTHWEST
 GB2647'CORNER OF THE HOUSE AND 90 FT (27.4 M) SOUTHWEST OF THE CENTERLINE OF
 GB2647'A DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---BEAVER
 GB2647'1950 NO 6 1983---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1489 ***********************************************************************
 HA1489  DESIGNATION -  BEDA
 HA1489  PID         -  HA1489
 HA1489  STATE/COUNTY-  KY/OHIO
 HA1489  USGS QUAD   -  PLEASANT RIDGE (1973)
 HA1489
 HA1489                         *CURRENT SURVEY CONTROL
 HA1489  ___________________________________________________________________
 HA1489* NAD 83(1993)-  37 30 34.97663(N)    086 57 11.50772(W)     ADJUSTED  
 HA1489* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 HA1489  ___________________________________________________________________
 HA1489  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 HA1489  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HA1489
 HA1489  HORZ ORDER  -  SECOND
 HA1489
 HA1489.The horizontal coordinates were established by classical geodetic methods
 HA1489.and adjusted by the National Geodetic Survey in December 1995..
 HA1489
 HA1489.The orthometric height was scaled from a topographic map.
 HA1489
 HA1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1489
 HA1489.The geoid height was determined by GEOID03.
 HA1489
 HA1489;                    North         East     Units Scale Factor Converg.
 HA1489;SPC KY1Z     - 1,131,243.966 1,393,631.487   MT  0.99992530   -0 44 19.4
 HA1489;SPC KY1Z     - 3,711,422.91  4,572,272.64   sFT  0.99992530   -0 44 19.4
 HA1489;SPC KY S     -   631,226.293   393,628.780   MT  0.99995008   -0 43 46.9
 HA1489;SPC KY S     - 2,070,948.26  1,291,430.42   sFT  0.99995008   -0 43 46.9
 HA1489;UTM  16      - 4,151,420.260   504,136.421   MT  0.99960021   +0 01 42.6
 HA1489
 HA1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1489!SPC KY1Z     -   0.99997925  x   0.99992530  =   0.99990455
 HA1489!SPC KY S     -   0.99997925  x   0.99995008  =   0.99992933
 HA1489!UTM  16      -   0.99997925  x   0.99960021  =   0.99957946
 HA1489
 HA1489|---------------------------------------------------------------------|
 HA1489| PID    Reference Object                     Distance      Geod. Az  |
 HA1489|                                                           dddmmss.s |
 HA1489| CG7123 BEDA RM 2                            23.041 METERS 00032     |
 HA1489| CG7121 BEDA AZ MK                                         1330331.3 |
 HA1489| CG7122 BEDA RM 1                                          13651     |
 HA1489| HA1448 HARTFORD MUNICIPAL TANK             APPROX. 7.8 KM 1433548.4 |
 HA1489| HA1561 LIVERMORE MUNICIPAL TANK            APPROX.16.5 KM 2621732.5 |
 HA1489|---------------------------------------------------------------------|
 HA1489
 HA1489                          SUPERSEDED SURVEY CONTROL
 HA1489
 HA1489  NAD 83(1986)-  37 30 34.98676(N)    086 57 11.51362(W) AD(       ) 2
 HA1489  NAD 27      -  37 30 34.80900(N)    086 57 11.53500(W) AD(       ) 2
 HA1489
 HA1489.Superseded values are not recommended for survey control.
 HA1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1489.See file dsdata.txt to determine how the superseded data were derived.
 HA1489
 HA1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0413651420(NAD 83)
 HA1489_MARKER: DS = TRIANGULATION STATION DISK
 HA1489_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA1489
 HA1489  HISTORY     - Date     Condition        Report By
 HA1489  HISTORY     - 1952     MONUMENTED       CGS
 HA1489
 HA1489                          STATION DESCRIPTION
 HA1489
 HA1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1489'STATION IS LOCATED ON A HIGH TIMBERED HILL ABOUT 5 MILES NORTHWEST OF
 HA1489'HARTFORD AT THE NORTHWEST EDGE OF THE VILLAGE OF BEDA AND ON
 HA1489'PROPERTY OWNED BY MR. G.L. ASHLEY. IT IS 14 FEET NORTH OF A 12 INCH
 HA1489'OAK TREE, 11 FEET NORTHEAST OF A WHITE WITNESS POST AND 10 FEET
 HA1489'EAST OF A FENCE LINE. THE MARK IS A CAST IRON PIPE 6 INCHES IN
 HA1489'DIAMETER FILLED WITH CONCRETE AND PROJECTS 3 INCHES WITH A
 HA1489'STANDARD TRIANGULATION STATION MARK DISK SET IN THE TOP STAMPED BEDA
 HA1489'1952.
 HA1489'
 HA1489'REFERENCE MARK NO. 1 IS 14 FEET SOUTHWEST OF A 12 INCH OAK TREE AND
 HA1489'IS ON THE SOUTHEAST SLOPE OF THE KNOB. THE MARK IS A CAST IRON PIPE 4
 HA1489'INCHES IN DIAMETER FILLED WITH CONCRETE AND PROJECTS 10 INCHES WITH A
 HA1489'STANDARD TRIANGULATION REFERENCE MARK DISK SET IN THE TOP STAMPED
 HA1489'BEDA NO 1 1952.
 HA1489'
 HA1489'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCELINE AND ON THE NORTH
 HA1489'SLOPE OF THE KNOB. THE MARK IS A CAST IRON PIPE 4 INCHES IN
 HA1489'DIAMETER FILLED WITH CONCRETE AND PROJECTS 8 INCHES WITH A STANDARD
 HA1489'TRIANGULATION REFERENCE MARK DISK SET IN THE TOP STAMPED BEDA NO 2
 HA1489'1952.
 HA1489'
 HA1489'AZIMUTH MARK IS 2 FEET WEST OF THE EAST EDGE OF THE NORTH ABUTMENT OF
 HA1489'A CONCRETE CULVERT. THE DISK IS A STANDARD TRIANGULATION
 HA1489'AZIMUTH MARK DISK SET FLUSH IN A DRILL HOLE IN THE CONCRETE ABUTMENT
 HA1489'OF THE CULVERT AND IS STAMPED BEDA 1952.
 HA1489'
 HA1489'TO REACH THE STATION FROM THE OHIO COUNTY COURTHOUSE IN HARTFORD, GO
 HA1489'NORTHWEST ON STATE HIGHWAY 71 FOR 3.15 MILES TO WHERE ROAD FORKS,
 HA1489'TURN LEFT AND GO 1.35 MILES TO A DRIVEWAY ON THE LEFT IN THE VILLAGE
 HA1489'OF BEDA,* CONTUNUE STRAIGHT AHEAD FOR 0.15 MILE TO A DRIVEWAY ON THE
 HA1489'LEFT, TURN LEFT ON DRIVEWAY AND GO 0.1 MILE TO MR. G.L. ASHLEYS
 HA1489'HOUSE. FROM THIS POINT PACK WEST UP HILL FOR ABOUT 0.15 MILE TO
 HA1489'THE TOP OF HILL AND THE STATION AS DESCRIBED. (10 MINUTE PACK)
 HA1489'
 HA1489'TO REACH THE AZIMUTH MARK FROM THIS POINT,* GO WEST ON DRIVEWAY FOR
 HA1489'0.1 MILE TO A CONCRETE CULVERT AND THE AZIMUTH MARK AS
 HA1489'DESCRIBED.
 HA1489'
 HA1489'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2029 ***********************************************************************
 HZ2029  DESIGNATION -  BEDFORD
 HZ2029  PID         -  HZ2029
 HZ2029  STATE/COUNTY-  KY/TRIMBLE
 HZ2029  USGS QUAD   -  BEDFORD (1984)
 HZ2029
 HZ2029                         *CURRENT SURVEY CONTROL
 HZ2029  ___________________________________________________________________
 HZ2029* NAD 83(1993)-  38 34 14.80315(N)    085 19 39.16799(W)     ADJUSTED  
 HZ2029* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 HZ2029  ___________________________________________________________________
 HZ2029  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 HZ2029  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HZ2029
 HZ2029  HORZ ORDER  -  SECOND
 HZ2029
 HZ2029.The horizontal coordinates were established by classical geodetic methods
 HZ2029.and adjusted by the National Geodetic Survey in April 1998..
 HZ2029
 HZ2029.The orthometric height was scaled from a topographic map.
 HZ2029
 HZ2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2029
 HZ2029.The geoid height was determined by GEOID03.
 HZ2029
 HZ2029;                    North         East     Units Scale Factor Converg.
 HZ2029;SPC KY1Z     - 1,248,407.605 1,536,814.758   MT  0.99997830   +0 15 33.7
 HZ2029;SPC KY1Z     - 4,095,817.28  5,042,033.09   sFT  0.99997830   +0 15 33.7
 HZ2029;SPC KY N     -   119,403.220   406,100.230   MT  0.99996371   -0 40 13.1
 HZ2029;SPC KY N     -   391,742.06  1,332,347.17   sFT  0.99996371   -0 40 13.1
 HZ2029;SPC IN E     -   368,903.950   129,552.458   MT  0.99997742   +0 12 41.2
 HZ2029;SPC IN E     - 1,210,312.38    425,040.02   sFT  0.99997742   +0 12 41.2
 HZ2029;UTM  16      - 4,270,473.179   645,696.206   MT  0.99986141   +1 02 34.5
 HZ2029
 HZ2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2029!SPC KY1Z     -   0.99996123  x   0.99997830  =   0.99993953
 HZ2029!SPC KY N     -   0.99996123  x   0.99996371  =   0.99992494
 HZ2029!SPC IN E     -   0.99996123  x   0.99997742  =   0.99993865
 HZ2029!UTM  16      -   0.99996123  x   0.99986141  =   0.99982264
 HZ2029
 HZ2029|---------------------------------------------------------------------|
 HZ2029| PID    Reference Object                     Distance      Geod. Az  |
 HZ2029|                                                           dddmmss.s |
 HZ2029| AI6504 BEDFORD RM 1                         24.271 METERS 11839     |
 HZ2029| HZ2026 ABBOTT                              APPROX. 5.4 KM 1770552.1 |
 HZ2029| AI6505 BEDFORD RM 2                         25.417 METERS 21854     |
 HZ2029| AI6503 BEDFORD AZ MK                                      2204832.5 |
 HZ2029|---------------------------------------------------------------------|
 HZ2029
 HZ2029                          SUPERSEDED SURVEY CONTROL
 HZ2029
 HZ2029  NAD 83(1993)-  38 34 14.80317(N)    085 19 39.16825(W) AD(       ) 2
 HZ2029  NAD 83(1986)-  38 34 14.80622(N)    085 19 39.17530(W) AD(       ) 2
 HZ2029  NAD 27      -  38 34 14.58300(N)    085 19 39.33200(W) AD(       ) 2
 HZ2029
 HZ2029.Superseded values are not recommended for survey control.
 HZ2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2029.See file dsdata.txt to determine how the superseded data were derived.
 HZ2029
 HZ2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4569670473(NAD 83)
 HZ2029_MARKER: DS = TRIANGULATION STATION DISK
 HZ2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2029_STAMPING: BEDFORD 1947
 HZ2029_MARK LOGO: CGS   
 HZ2029_PROJECTION: PROJECTING 3 CENTIMETERS
 HZ2029_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2029+STABILITY: SURFACE MOTION
 HZ2029
 HZ2029  HISTORY     - Date     Condition        Report By
 HZ2029  HISTORY     - 1947     MONUMENTED       CGS
 HZ2029  HISTORY     - 1963     GOOD             CGS
 HZ2029  HISTORY     - 1963     GOOD             CGS
 HZ2029  HISTORY     - 19850711 GOOD             CGS
 HZ2029
 HZ2029                          STATION DESCRIPTION
 HZ2029
 HZ2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2029'STATION IS 1.75 MILES SOUTH FROM THE COURT HOUSE IN BEDFORD VIA U.S.
 HZ2029'HIGHWAY 42, ON PROPERTY OF MRS. ELLA HILL, ABOUT 0.15 MILE
 HZ2029'SOUTHWEST OF THE HILL FARMHOUSE, AT A CURVE IN THE HIGHWAY, 42 FEET
 HZ2029'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET SOUTHWEST
 HZ2029'OF A 24-INCH WALNUT TREE, AND 4 FEET SOUTH OF A WHITE WITNESS POST.
 HZ2029'THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED BEDFORD 1947.
 HZ2029'
 HZ2029'REFERENCE MARK NO. 1 IS 79.63 FEET EAST-SOUTHEAST OF THE STATION AND
 HZ2029'29 FEET SOUTHEAST OF THE HIGHWAYS CENTERLINE.  THE MARK PROJECTS
 HZ2029'6 INCHES, AND THE DISK IS STAMPED BEDFORD NO 1 1947.
 HZ2029'
 HZ2029'REFERENCE MARK NO. 2 IS 83.39 FEET SOUTHWEST OF THE STATION AND 24
 HZ2029'FEET NORTHWEST OF THE HIGHWAYS CENTERLINE. THE MARK PROJECTS 6
 HZ2029'INCHES, AND THE DISK IS STAMPED BEDFORD NO 2 1947.
 HZ2029'
 HZ2029'AZIMUTH MARK IS 0.3 MILE SOUTHWEST OF THE STATION, 30 FEET SOUTHEAST
 HZ2029'OF THE HIGHWAYS CENTERLINE, AND 3 FEET NORTHEAST OF A
 HZ2029'WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 HZ2029'STAMPED BEDFORD 1947.
 HZ2029'
 HZ2029'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2029
 HZ2029                          STATION RECOVERY (1963)
 HZ2029
 HZ2029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ2029'STATION FOUND IN GOOD CONDITION. LOCATED 42 FEET NW OF CENTER OF
 HZ2029'NE-SW HIGHWAY AND 329 FEET NW OF CENTER OF DRIVE TO SE OFF NE-SW
 HZ2029'HIGHWAY.
 HZ2029
 HZ2029                          STATION RECOVERY (1963)
 HZ2029
 HZ2029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 HZ2029'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN
 HZ2029'EXCELLENT CONDITION. AN AGED RESIDENT OF THE AREA, MR. E.T.
 HZ2029'BARRCKMANN, STATES POSITIVELY THAT THE AZIMUTH MK. WAS TORN OUT
 HZ2029'DURING HIGHWAY CONSTRUCTION SEVERAL YEARS AGO AND LAYED IN THE
 HZ2029'ROAD DITCH FOR SOME TIME BEFORE IT WAS REMOVED. THE BASE OF REFERENCE
 HZ2029'MARK NO. 2 WAS FOUND BUT THE PIECE OF THE MARK BROKEN OFF AND
 HZ2029'THE DISK COULD NOT BE FOUND. AS THERE WAS NO AZIMUTH MARK A NEW
 HZ2029'REFERENCE MARK WAS NOT ESTABLISHED DURING THIS VISITATION.
 HZ2029'
 HZ2029'DUE TO CHANGES IN THE AREA, THE ORIGINAL DESCRIPTION AND TO REACH FOR
 HZ2029'THE STATION ARE NO LONGER COMPLETELY ADEQUATE.  FOLLOWING IS A NEW
 HZ2029'AND COMPLETE DESCRIPTION.
 HZ2029'
 HZ2029'TO REACH FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S. HIGHWAYS 42
 HZ2029'AND 421 AT THE SOUTHEAST CORNER OF THE TRIMBLE COUNTY
 HZ2029'COURTHOUSE SQUARE IN BEDFORD, GO SOUTH ON U.S. HIGHWAY 42 FOR 1.75
 HZ2029'MILES TO A LARGE BILLBOARD REBECCA RUTH CANDIES ON THE RIGHT
 HZ2029'AND THE STATION AS DESCRIBED.
 HZ2029'
 HZ2029'THE STATION IS 43 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U.S.
 HZ2029'HIGHWAY 42, 6 FEET SOUTHWEST OF THE SOUTH END OF THE BILLBOARD
 HZ2029'AND 1.4 FEET SOUTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 HZ2029'DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 HZ2029'AND THE DISK IS STAMPED BEDFORD 1947.
 HZ2029'
 HZ2029'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION AT THE
 HZ2029'TOP OF A BANK AND 29 FEET SOUTHEAST OF THE APPROXIMATE
 HZ2029'CENTER OF U.S. HIGHWAY 42. IT IS A STANDARD DISK SET IN THE TOP OF A
 HZ2029'10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND
 HZ2029'THE DISK IS STAMPED BEDFORD NO 1 1947.
 HZ2029
 HZ2029                          STATION RECOVERY (1985)
 HZ2029
 HZ2029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1985 (ERP)
 HZ2029'THE STATION MARK WAS FOUND IN GOOD CONDITION.  RM 1 RM 2 AND THE AZ MK
 HZ2029'WERE NOT FOUND AND HAVE APPARTTLY BEEN DESTROYED.  RM 3 RM 4 AND AZ MK
 HZ2029'2 WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 HZ2029'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) SOUTH FROM THE COUNTY
 HZ2029'COURTHOUSE IN BEDFORD AND ON THE WEST SIDE OF U S HIGHWAY 42.  TO
 HZ2029'REACH THE STATION FROM THE COURTHOUSE IN BEDFORD GO SOUTH 2.9 KM (1.80
 HZ2029'MI) ON US HIGHWAY 42 TO A CURVE LEFT AND THE MARK ON THE RIGHT AT THE
 HZ2029'EAST EDGE OF A FIELD.
 HZ2029'THE STATION IS A STANDARD CGS DISK STAMPED--BEDFORD 1947--, SET INTO
 HZ2029'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 HZ2029'PROJECTING 1 INCH (3 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 HZ2029'34.7 METERS (113.8 FT) EAST FROM THE JUNCTION OF US HIGHWAY 42 AND A
 HZ2029'DRIVEWAY 34.7 METERS (113.8 FT) NORTH FROM UTILITY POLE NUMBER 23 22.2
 HZ2029'METERS (72.8 FT) EAST FROM A MAILBOX 12.6 METERS (41.3 FT) NORTHWEST
 HZ2029'FROM THE CENTERLINE OF US HIGHWAY 42. REFERENCE MARK NO 3 IS A
 HZ2029'STANDARD NGS DISK STAMPED---BEDFORD 1947 NO 3 1985---, SET INTO THE
 HZ2029'TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER,
 HZ2029'PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 HZ2029'13.4 METERS (44.0 FT) WEST FROM THE JUNCTION OF HIGHWAY 42 AND A
 HZ2029'DRIVEWAY, 5.5 METERS (18.0 FT) NORTHWEST FROM THE CENTERLINE OF US
 HZ2029'HIGHWAY 42, 0.5 METERS (1.6 FT) SOUTHWEST FROM A MAILNOX, AND 0.4
 HZ2029'METERS (1.3 FT) LOWER THAN THE STATION. REFERENCE MARK NO 4 IS A
 HZ2029'STANDARD NGS DISK STAMPED---BEDFORD 1947 NO 4 1985---, SET INTO THE
 HZ2029'TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25 CM) IN DIAMETER,
 HZ2029'PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 HZ2029'34.7 METERS (113.8 FT) SOUTHWEST FROM THE JUNCTION OF US HIGHWAY 42
 HZ2029'AND A DRIVEWAY, 27.7 METERS (90.9 FT) NORTH FROM A UTILITY POLE NUMBER
 HZ2029'23, 5.0 METERS (16.4 FT) NORTHWEST FROM THE CENTERLINE OF US HIGHWAY
 HZ2029'42, 0.5 METERS (1.6 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST, AND
 HZ2029'0.3 METERS (1.0 FT) BELOW THE GROUND.  AZIMUTH MARK NO 2 IS A STANDARD
 HZ2029'NGS DISK STAMPED---BEDFORD 1947 NO 2 1985---, SET IN THE WEST END OF A
 HZ2029'CULTIVATED HEADWALL.  THE STATION IS LOCATED 14.0 METERS (45.9 FT)
 HZ2029'WEST FROM THE CENTER OF THE ROAD JUNCTION, 26.2 METERS (86.0 FT) WEST
 HZ2029'FROM POWER POLE NUMBER 22988, 5.8 METERS (19.0 FT) NORTH FROM THE
 HZ2029'CENTERLINE OF BRAY RIDGE ROAD.  TO REACH THE AZIMUTH MARK FROM THE
 HZ2029'STATION GO SOUTH 0.6 KM (0.35 MI) ON US HIGHWAY 42 TO THE JUNCTION
 HZ2029'WITH BRAY RIDGE ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1409 ***********************************************************************
 HA1409  DESIGNATION -  BEE SPRING
 HA1409  PID         -  HA1409
 HA1409  STATE/COUNTY-  KY/EDMONSON
 HA1409  USGS QUAD   -  BEE SPRING (1979)
 HA1409
 HA1409                         *CURRENT SURVEY CONTROL
 HA1409  ___________________________________________________________________
 HA1409* NAD 83(1993)-  37 19 20.93723(N)    086 16 02.30846(W)     ADJUSTED  
 HA1409* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 HA1409  ___________________________________________________________________
 HA1409  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 HA1409  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HA1409
 HA1409  HORZ ORDER  -  THIRD
 HA1409
 HA1409.The horizontal coordinates were established by classical geodetic methods
 HA1409.and adjusted by the National Geodetic Survey in December 1995..
 HA1409
 HA1409.The orthometric height was scaled from a topographic map.
 HA1409
 HA1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1409
 HA1409.The geoid height was determined by GEOID03.
 HA1409
 HA1409;                    North         East     Units Scale Factor Converg.
 HA1409;SPC KY1Z     - 1,109,906.469 1,454,151.214   MT  0.99995137   -0 19 03.4
 HA1409;SPC KY1Z     - 3,641,418.14  4,770,827.77   sFT  0.99995137   -0 19 03.4
 HA1409;SPC KY S     -   609,895.405   454,151.481   MT  0.99994542   -0 18 49.4
 HA1409;SPC KY S     - 2,000,965.17  1,489,995.32   sFT  0.99994542   -0 18 49.4
 HA1409;UTM  16      - 4,130,899.050   564,916.185   MT  0.99965191   +0 26 39.3
 HA1409
 HA1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1409!SPC KY1Z     -   0.99997023  x   0.99995137  =   0.99992160
 HA1409!SPC KY S     -   0.99997023  x   0.99994542  =   0.99991565
 HA1409!UTM  16      -   0.99997023  x   0.99965191  =   0.99962215
 HA1409
 HA1409:                Primary Azimuth Mark                     Grid Az
 HA1409:SPC KY1Z     -  MID VALLEY OIL RAD RELAY TWR             016 31 21.1
 HA1409:SPC KY S     -  MID VALLEY OIL RAD RELAY TWR             016 31 07.1
 HA1409:UTM  16      -  MID VALLEY OIL RAD RELAY TWR             015 45 38.4
 HA1409
 HA1409|---------------------------------------------------------------------|
 HA1409| PID    Reference Object                     Distance      Geod. Az  |
 HA1409|                                                           dddmmss.s |
 HA1409| HA1363 MID VALLEY OIL RAD RELAY TWR        APPROX. 9.5 KM 0161217.7 |
 HA1409| CG7126 BEE SPRING AZ MK                                   0313743.2 |
 HA1409| CG7128 BEE SPRING RM 2                      20.732 METERS 10524     |
 HA1409| CG7127 BEE SPRING RM 1                      19.461 METERS 25003     |
 HA1409| HA1411 TT 13 JRH USGS 1952                  44.679 METERS 30652     |
 HA1409|---------------------------------------------------------------------|
 HA1409
 HA1409                          SUPERSEDED SURVEY CONTROL
 HA1409
 HA1409  NAD 83(1986)-  37 19 20.94588(N)    086 16 02.31519(W) AD(       ) 3
 HA1409  NAD 27      -  37 19 20.75200(N)    086 16 02.34700(W) AD(       ) 3
 HA1409
 HA1409.Superseded values are not recommended for survey control.
 HA1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1409.See file dsdata.txt to determine how the superseded data were derived.
 HA1409
 HA1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6491630899(NAD 83)
 HA1409_MARKER: DS = TRIANGULATION STATION DISK
 HA1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1409
 HA1409  HISTORY     - Date     Condition        Report By
 HA1409  HISTORY     - 1952     MONUMENTED       CGS
 HA1409
 HA1409                          STATION DESCRIPTION
 HA1409
 HA1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1409'STATION IS LOCATED ABOUT 11 MILES SOUTH OF LEITCHFIELD AND ABOUT 2
 HA1409'MILES NORTH OF BEE SPRING, ON PROPERTY OWNED BY A MR. VINCENT. IT
 HA1409'IS 24 FEET NORTH OF THE CENTER OF A GRAVEL DRIVEWAY AND 3 FEET SOUTH
 HA1409'OF A FENCE. THE MARK IS FLUSH AND THE DISK IS STAMPED BEE SPRING
 HA1409'1952.
 HA1409'
 HA1409'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE CENTER OF THE DRIVEWAY,
 HA1409'1 FOOT SOUTH OF THE FENCE, AND 1 FOOT SOUTHEAST OF A FENCEPOST.
 HA1409'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BEE SPRING NO 1
 HA1409'1952.
 HA1409'
 HA1409'REFERENCE MARK NO. 2 IS 36 FEET EAST OF A FENCE CORNER, 15 FEET SOUTH
 HA1409'OF THE CENTER OF THE DRIVEWAY, 3 FEET NORTHEAST OF A POWER POLE, AND
 HA1409'1 FOOT NORTH OF A FENCE. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HA1409'STAMPED BEE SPRING NO 2 1952.
 HA1409'
 HA1409'TT 13 JRH (USGS) WAS ALSO USED AS A REFERENCE MARK. IT IS 32 FEET
 HA1409'NORTH OF THE NORTH POST OF A GATE, 20 FEET WEST OF THE CENTER OF
 HA1409'STATE HIGHWAY 65, AND 2 FEET EAST OF A FENCE. THE MARK IS AN 8X8 INCH
 HA1409'CONCRETE POST THAT PROJECTS ABOUT 10 INCHES, WITH A BRONZE
 HA1409'U.S.G.S. DISK STAMPED TT 13 JRH 1951.
 HA1409'
 HA1409'AZIMUTH MARK IS 28 FEET WEST OF THE CENTER OF THE HIGHWAY, 4 FEET
 HA1409'WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 HA1409'PROJECTS 2 INCHES AND THE DISK IS STAMPED BEE SPRING 1952.
 HA1409'
 HA1409'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 65 AND 226,
 HA1409'JUST SOUTH OF PEONIA, GO S ON HIGHWAY 65 FOR 6.7 MILES TO THE
 HA1409'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.3 MILE TO A
 HA1409'DRIVEWAY ON THE LEFT AND THE STATION ON THE TOP OF THE HILL AS
 HA1409'DESCRIBED.
 HA1409'
 HA1409'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2703 ***********************************************************************
 GZ2703  DESIGNATION -  BEECH
 GZ2703  PID         -  GZ2703
 GZ2703  STATE/COUNTY-  KY/CASEY
 GZ2703  USGS QUAD   -  CLEMENTSVILLE (1987)
 GZ2703
 GZ2703                         *CURRENT SURVEY CONTROL
 GZ2703  ___________________________________________________________________
 GZ2703* NAD 83(1993)-  37 18 34.83648(N)    085 07 05.70012(W)     ADJUSTED  
 GZ2703* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 GZ2703  ___________________________________________________________________
 GZ2703  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 GZ2703  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GZ2703
 GZ2703  HORZ ORDER  -  THIRD
 GZ2703
 GZ2703.The horizontal coordinates were established by classical geodetic methods
 GZ2703.and adjusted by the National Geodetic Survey in December 1995..
 GZ2703
 GZ2703.The orthometric height was scaled from a topographic map.
 GZ2703
 GZ2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2703
 GZ2703.The geoid height was determined by GEOID03.
 GZ2703
 GZ2703;                    North         East     Units Scale Factor Converg.
 GZ2703;SPC KY1Z     - 1,108,547.784 1,556,001.218   MT  0.99995353   +0 23 16.3
 GZ2703;SPC KY1Z     - 3,636,960.52  5,104,980.66   sFT  0.99995353   +0 23 16.3
 GZ2703;SPC KY S     -   608,535.967   556,000.778   MT  0.99994549   +0 22 59.3
 GZ2703;SPC KY S     - 1,996,505.09  1,824,145.89   sFT  0.99994549   +0 22 59.3
 GZ2703;UTM  16      - 4,130,886.861   666,757.285   MT  0.99994255   +1 08 27.0
 GZ2703
 GZ2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2703!SPC KY1Z     -   0.99995406  x   0.99995353  =   0.99990759
 GZ2703!SPC KY S     -   0.99995406  x   0.99994549  =   0.99989955
 GZ2703!UTM  16      -   0.99995406  x   0.99994255  =   0.99989661
 GZ2703
 GZ2703|---------------------------------------------------------------------|
 GZ2703| PID    Reference Object                     Distance      Geod. Az  |
 GZ2703|                                                           dddmmss.s |
 GZ2703| CG7132 BEECH RM 1                           29.392 METERS 11046     |
 GZ2703| CG7133 BEECH RM 2                           32.348 METERS 22503     |
 GZ2703| CG7131 BEECH AZ MK                                        3300623.7 |
 GZ2703|---------------------------------------------------------------------|
 GZ2703
 GZ2703                          SUPERSEDED SURVEY CONTROL
 GZ2703
 GZ2703  NAD 83(1986)-  37 18 34.84531(N)    085 07 05.70901(W) AD(       ) 3
 GZ2703  NAD 27      -  37 18 34.60100(N)    085 07 05.86500(W) AD(       ) 3
 GZ2703
 GZ2703.Superseded values are not recommended for survey control.
 GZ2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2703.See file dsdata.txt to determine how the superseded data were derived.
 GZ2703
 GZ2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG6675730887(NAD 83)
 GZ2703_MARKER: DS = TRIANGULATION STATION DISK
 GZ2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2703
 GZ2703  HISTORY     - Date     Condition        Report By
 GZ2703  HISTORY     - 1951     MONUMENTED       CGS
 GZ2703
 GZ2703                          STATION DESCRIPTION
 GZ2703
 GZ2703'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2703'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF MANNSVILLE AND 2 MILES
 GZ2703'NORTHWEST OF CLEMENTSVILLE ON THE SOUTH SIDE OF HIGHWAY 70. IT IS
 GZ2703'17 FEET SOUTHEAST OF A FENCE CORNER AND 1 FOOT SOUTHWEST OF A FENCE
 GZ2703'LINE. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GZ2703'BEECH 1951.
 GZ2703'
 GZ2703'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHWEST OF A FENCE LINE. THE MARK IS
 GZ2703'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BEECH NO 1 1951.
 GZ2703'
 GZ2703'REFERENCE MARK NO.2 IS 1 FOOT SOUTH OF A FENCE LINE. THE MARK IS
 GZ2703'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BEECH NO 2
 GZ2703'1951.
 GZ2703'
 GZ2703'AZIMUTH MARK IS 22 FEET NORTHEAST OF CENTER OF STATE HIGHWAY 70 AND 1
 GZ2703'FOOT SOUTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4
 GZ2703'INCHES AND THE DISK IS STAMPED BEECH 1951.
 GZ2703'
 GZ2703'TO REACH STATION FROM THE JUNCTION OF GRAVEL ROAD FORK AND STATE
 GZ2703'HIGHWAY 70, IN CLEMENTSVILLE, GO NORTHWEST ON HIGHWAY 70 FOR 2.1
 GZ2703'MILES TO A GRAVEL ROAD LEFT ON TOP OF A HILL, CONTINUE AHEAD FOR 0.05
 GZ2703'TO A DIRT ROAD LEFT, UPHILL*, TURN LEFT ON DIRT ROAD AND GO SOUTHWEST
 GZ2703'FOR 0.05 MILE TO TOP OF HILL AND STATION ON LEFT AS DESCRIBED.
 GZ2703'
 GZ2703'*TO REACH AZIMUTH MARK FROM THIS POINT, GO NORTHWEST ON HIGHWAY FOR
 GZ2703'0.25 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 GZ2703'
 GZ2703'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3569 ***********************************************************************
 GA3569  DESIGNATION -  BELL
 GA3569  PID         -  GA3569
 GA3569  STATE/COUNTY-  KY/CLAY
 GA3569  USGS QUAD   -  BEVERLY (1979)
 GA3569
 GA3569                         *CURRENT SURVEY CONTROL
 GA3569  ___________________________________________________________________
 GA3569* NAD 83(1993)-  36 59 42.30627(N)    083 35 41.36940(W)     ADJUSTED  
 GA3569* NAVD 88     -       607.     (meters)    1991.     (feet)  SCALED    
 GA3569  ___________________________________________________________________
 GA3569  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 GA3569  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3569
 GA3569  HORZ ORDER  -  THIRD
 GA3569
 GA3569.The horizontal coordinates were established by classical geodetic methods
 GA3569.and adjusted by the National Geodetic Survey in December 1995..
 GA3569
 GA3569.The orthometric height was scaled from a topographic map.
 GA3569
 GA3569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3569
 GA3569.The geoid height was determined by GEOID03.
 GA3569
 GA3569;                    North         East     Units Scale Factor Converg.
 GA3569;SPC KY1Z     - 1,075,660.419 1,691,835.313   MT  1.00002229   +1 19 23.5
 GA3569;SPC KY1Z     - 3,529,062.56  5,550,629.69   sFT  1.00002229   +1 19 23.5
 GA3569;SPC KY S     -   575,624.915   691,824.318   MT  0.99996281   +1 18 25.3
 GA3569;SPC KY S     - 1,888,529.41  2,269,760.28   sFT  0.99996281   +1 18 25.3
 GA3569;UTM  17      - 4,097,474.817   269,085.864   MT  1.00025692   -1 33 43.6
 GA3569
 GA3569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3569!SPC KY1Z     -   0.99990960  x   1.00002229  =   0.99993188
 GA3569!SPC KY S     -   0.99990960  x   0.99996281  =   0.99987241
 GA3569!UTM  17      -   0.99990960  x   1.00025692  =   1.00016649
 GA3569
 GA3569:                Primary Azimuth Mark                     Grid Az
 GA3569:SPC KY1Z     -  BELL AZ MK                               003 27 08.8
 GA3569:SPC KY S     -  BELL AZ MK                               003 28 07.0
 GA3569:UTM  17      -  BELL AZ MK                               006 20 15.9
 GA3569
 GA3569|---------------------------------------------------------------------|
 GA3569| PID    Reference Object                     Distance      Geod. Az  |
 GA3569|                                                           dddmmss.s |
 GA3569| DB8715 BELL AZ MK                                         0044632.3 |
 GA3569| DB8718 BELL RM 3                             5.652 METERS 03007     |
 GA3569| GA3568 BELL LOOKOUT TOWER 1950               1.115 METERS 05004     |
 GA3569| GA3571 PAINT GAP 2                         APPROX. 4.7 KM 1953753.1 |
 GA3569| DB8716 BELL RM 1                            23.784 METERS 20742     |
 GA3569| DB8717 BELL RM 2                            24.989 METERS 32544     |
 GA3569|---------------------------------------------------------------------|
 GA3569
 GA3569                          SUPERSEDED SURVEY CONTROL
 GA3569
 GA3569  NAD 83(1993)-  36 59 42.31337(N)    083 35 41.37261(W) AD(       ) 3
 GA3569  NAD 83(1986)-  36 59 42.31404(N)    083 35 41.37405(W) AD(       ) 3
 GA3569  NAD 27      -  36 59 41.99300(N)    083 35 41.68300(W) AD(       ) 3
 GA3569
 GA3569.Superseded values are not recommended for survey control.
 GA3569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3569.See file dsdata.txt to determine how the superseded data were derived.
 GA3569
 GA3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6908697475(NAD 83)
 GA3569_MARKER: DS = TRIANGULATION STATION DISK
 GA3569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3569
 GA3569  HISTORY     - Date     Condition        Report By
 GA3569  HISTORY     - 1950     MONUMENTED       CGS
 GA3569  HISTORY     - 1976     GOOD             NGS
 GA3569
 GA3569                          STATION DESCRIPTION
 GA3569
 GA3569'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3569'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF MANCHESTER.  IT IS 13
 GA3569'FEET SOUTH OF THE NORTHEAST
 GA3569'LEG OF LOOKOUT TOWER AND 10 FEET WEST OF THE
 GA3569'NORTHEAST LEG OF LOOKOUT TOWER.
 GA3569'THE MARK IS FLUSH AND THE DISK IS
 GA3569'STAMPED BELL 1950.
 GA3569'
 GA3569'REFERENCE MARK NO. 1 IS 12 FEET WEST OF THE CENTER OF DRIVEWAY.  THE
 GA3569'MARK IS FLUSH AND THE
 GA3569'DISK IS STAMPED BELL NO 1 1950.
 GA3569'
 GA3569'REFERENCE MARK NO. 2 IS 26 FEET NORTH OF THE CENTER OF DRIVEWAY AND
 GA3569'14 FEET SOUTHWEST OF A
 GA3569'18 INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK IS
 GA3569'STAMPED BELL NO 2 1950.
 GA3569'
 GA3569'AZIMUTH MARK IS ABOUT 65 FEET NORTH OF THE CENTER OF DIRT ROAD, 10
 GA3569'FEET WEST OF A 6 INCH OAK
 GA3569'TREE WITH A TRIANGLE BLAZE ON THE SOUTHEAST SIDE, 5 FEET
 GA3569'NORTH OF THE SOUTH EDGE OF
 GA3569'BOWLDER AND 5 FEET SOUTH OF A 6 INCH OAK
 GA3569'TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE.
 GA3569'THE DISK IS SET FLUSH
 GA3569'IN A DRILL HOLE IN A BOWLDER ABOUT 50 FEET LONG AND ABOUT 10
 GA3569'FEET HIGH AND
 GA3569'IS STAMPED BELL 1950.
 GA3569'
 GA3569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 421 AND
 GA3569'STATE HIGHWAY NO.  80
 GA3569'IN MANCHESTER, GO SOUTHEAST ON STATE HIGHWAY NO.  80
 GA3569'FOR 6.0 MILES TO A GRAVEL T-ROAD
 GA3569'RIGHT, TURN RIGHT AND GO 1.0 MILE TO
 GA3569'WHERE ROAD FORKS, TURN LEFT AND GO 4.75 MILES TO A
 GA3569'REVERSE Y FORK,
 GA3569'TURN RIGHT AND GO 3.4 MILES TO WHERE ROAD FORKS, TURN RIGHT AND GO
 GA3569'2.1 MILES TO THE
 GA3569'ASHER FORK POST OFFICE ON THE RIGHT, CONTINUE FOR
 GA3569'0.2 MILE TO THE AZIMUTH MARK ON THE
 GA3569'LEFT, CONTINUE FOR 0.2 MILE TO A
 GA3569'T-ROAD RIGHT, TURN RIGHT AND GO UP HILL FOR 0.95 MILE
 GA3569'TO THE LOOKOUT
 GA3569'TOWER AND THE STATION AS DESCRIBED.
 GA3569'
 GA3569'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GA3569
 GA3569                          STATION RECOVERY (1976)
 GA3569
 GA3569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GA3569'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 GA3569'REFERENCE MARK 2 WAS FOUND WITH THE DISK GONE.  REFERENCE MARK 3 WAS
 GA3569'SET.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY
 GA3569'0.21 OF A FOOT.  THE ORIGINAL MEASUREMENT WAS THOUGHT TO HAVE BEEN
 GA3569'SLOPE.  THE AZIMUTH MARK WAS NOT SEARCHED FOR SINCE IT WOULD BE
 GA3569'OBSTRUCTED BY TREES.  A NEW DESCRIPTION FOLLOWS--
 GA3569'
 GA3569'THE STATION IS LOCATED AT THE BELL LOOKOUT TOWER, 13 FEET SOUTHEAST
 GA3569'OF THE NORTHWEST LEG, 9 FEET NORTHEAST OF THE SOUTHWEST LEG AND 5
 GA3569'FEET WEST OF THE WEST CORNER OF A CONCRETE MONUMENT JOHN WILLIAM BELL
 GA3569'FEB 13 1888 FEB 24 1937.  THE MONUMENT PROJECTS 2 INCHES AND THE
 GA3569'DISK IS STAMPED BELL 1950.
 GA3569'
 GA3569'TO REACH THE STATION FROM THE ASHER FORK POST OFFICE, GO EAST ON
 GA3569'PAVED ROAD FOR 0.4 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY
 GA3569'UPHILL FOR 0.95 MILE TO THE TOWER AND THE STATION.
 GA3569'
 GA3569'REFERENCE MARK 1 IS 53 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 GA3569'LOG CABIN, 9 FEET EAST OF THE CENTERLINE OF A DRIVE AND 25 FEET
 GA3569'NORTHWEST OF A 14 INCH LOCUST TREE.  THE MONUMENT PROJECTS 2 INCHES
 GA3569'AND THE DISK IS STAMPED BELL NO 1 1950.
 GA3569'
 GA3569'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GA3569'MAGNETS, STAMPED BELL 1950 NO 3 1976, 15 FEET NORTH OF THE EAST END
 GA3569'OF THE CONCRETE MONUMENT, 5 FEET NORTHWEST OF THE NORTHEAST LEG OF
 GA3569'THE TOWER, 16 FEET NORTHEAST OF THE NORTHWEST LEG AND PROJECTS 4
 GA3569'INCHES.
 GA3569'
 GA3569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 GA3569'SOUTHEAST OF MANCHESTER.
 GA3569'
 GA3569'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2757 ***********************************************************************
 GZ2757  DESIGNATION -  BELL
 GZ2757  PID         -  GZ2757
 GZ2757  STATE/COUNTY-  KY/HART
 GZ2757  USGS QUAD   -  HORSE CAVE (1966)
 GZ2757
 GZ2757                         *CURRENT SURVEY CONTROL
 GZ2757  ___________________________________________________________________
 GZ2757* NAD 83(1993)-  37 12 10.42896(N)    085 58 57.90071(W)     ADJUSTED  
 GZ2757* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 GZ2757  ___________________________________________________________________
 GZ2757  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 GZ2757  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GZ2757
 GZ2757  HORZ ORDER  -  FIRST
 GZ2757
 GZ2757.The horizontal coordinates were established by classical geodetic methods
 GZ2757.and adjusted by the National Geodetic Survey in December 1995..
 GZ2757
 GZ2757.The orthometric height was scaled from a topographic map.
 GZ2757
 GZ2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2757
 GZ2757.The geoid height was determined by GEOID03.
 GZ2757
 GZ2757;                    North         East     Units Scale Factor Converg.
 GZ2757;SPC KY1Z     - 1,096,533.740 1,479,338.262   MT  0.99997354   -0 08 34.4
 GZ2757;SPC KY1Z     - 3,597,544.45  4,853,462.28   sFT  0.99997354   -0 08 34.4
 GZ2757;SPC KY S     -   596,524.123   479,338.789   MT  0.99994801   -0 08 28.2
 GZ2757;SPC KY S     - 1,957,096.23  1,572,630.68   sFT  0.99994801   -0 08 28.2
 GZ2757;UTM  16      - 4,117,865.331   590,271.111   MT  0.99970038   +0 36 54.4
 GZ2757
 GZ2757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2757!SPC KY1Z     -   0.99996255  x   0.99997354  =   0.99993610
 GZ2757!SPC KY S     -   0.99996255  x   0.99994801  =   0.99991057
 GZ2757!UTM  16      -   0.99996255  x   0.99970038  =   0.99966295
 GZ2757
 GZ2757|---------------------------------------------------------------------|
 GZ2757| PID    Reference Object                     Distance      Geod. Az  |
 GZ2757|                                                           dddmmss.s |
 GZ2757| CG7137 BELL RM 3                             8.888 METERS 09054     |
 GZ2757| CG7135 BELL RM 1                            23.028 METERS 09208     |
 GZ2757| CG7138 BELL RM 4                             7.884 METERS 20549     |
 GZ2757| CG7136 BELL RM 2                            26.378 METERS 21411     |
 GZ2757| CG7134 BELL AZ MK                                         2300631.6 |
 GZ2757|---------------------------------------------------------------------|
 GZ2757
 GZ2757                          SUPERSEDED SURVEY CONTROL
 GZ2757
 GZ2757  NAD 83(1986)-  37 12 10.43752(N)    085 58 57.90751(W) AD(       ) 1
 GZ2757  NAD 27      -  37 12 10.26300(N)    085 58 58.00000(W) AD(       ) 1
 GZ2757
 GZ2757.Superseded values are not recommended for survey control.
 GZ2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2757.See file dsdata.txt to determine how the superseded data were derived.
 GZ2757
 GZ2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9027117865(NAD 83)
 GZ2757_MARKER: DS = TRIANGULATION STATION DISK
 GZ2757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GZ2757
 GZ2757  HISTORY     - Date     Condition        Report By
 GZ2757  HISTORY     - 1933     MONUMENTED       CGS
 GZ2757  HISTORY     - 1951     GOOD             CGS
 GZ2757
 GZ2757                          STATION DESCRIPTION
 GZ2757
 GZ2757'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GZ2757'STATION IS ABOUT 7 MILES SOUTHEAST OF MUNFORDVILLE, 5 MILES WEST BY
 GZ2757'NORTH OF HORSE CAVE, 1-1/2 MILES SOUTHEAST BY EAST OF NORTHTOWN, ON
 GZ2757'LAND OWNED BY OSCAR SANDERS. MARK IS SET 40.5 FEET NORTH OF
 GZ2757'INTERSECTION OF NORTH-SOUTH AND EAST-WEST FENCE LINES, 18 FEET
 GZ2757'NORTH-NORTHEAST OF 40-INCH OAK STUMP USED AS FENCE POST IN EAST-WEST
 GZ2757'FENCE LINE, AND PROJECTS 7 INCHES.
 GZ2757'
 GZ2757'TO REACH FROM SQUARE IN MUNFORDVILLE GO SOUTH ON U.S. HIGHWAY 31-W
 GZ2757'5.6 MILES TO A GRAVEL ROAD TO THE RIGHT. THIS ROAD IS 0.2 MILES SOUTH
 GZ2757'OF THE ENTRANCE OF THE FLOYD COLLINS CAVE. TURN RIGHT ON THIS ROAD
 GZ2757'AND FOLLOW MAIN TRAVELED ROAD FOR 2.3 MILES TO A FORK. TAKE LEFT FORK
 GZ2757'AND FOLLOW 1.7 MILES TO A WOODS ROAD TO THE RIGHT. THIS ROAD IS AT A
 GZ2757'POINT WHERE THE MAIN TRAVELED ROAD MAKES A SHARP TURN TO THE
 GZ2757'RIGHT ON THE CREST OF A STEEP HILL. TURN SHARP LEFT ON THIS ROAD AND
 GZ2757'GO 0.25 MILE TO A FORK. TAKE RIGHT FORK WHICH IS AN OLD ROAD AND
 GZ2757'FOLLOW 0.1 MILE TO TOP OF HILL AND STATION.
 GZ2757'
 GZ2757'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GZ2757'DISKS SET IN CONCRETE.
 GZ2757'
 GZ2757'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 1 FOOT NORTH OF FENCE
 GZ2757'LINE, AND PROJECTS 10 INCHES. REFERENCE MARK NO. 2 IS
 GZ2757'WEST-SOUTHWEST OF STATION IN EAST-WEST FENCE LINE, AND PROJECTS 10
 GZ2757'INCHES.
 GZ2757'
 GZ2757'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF STATION, 64 PACES WEST OF
 GZ2757'FENCE CORNER, IN THE WEST EDGE OF CULTIVATED FIELD, AND
 GZ2757'PROJECTS 10 INCHES.
 GZ2757
 GZ2757                          STATION RECOVERY (1951)
 GZ2757
 GZ2757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2757'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GZ2757'GOOD CONDITION. AT THE PROPERTY OWNERS REQUEST, REFERENCE MARKS
 GZ2757'NO. 1 AND NO. 2 WERE DESTROYED AND REFERENCE MARKS NO. 3 AND NO. 4
 GZ2757'WERE ESTABLISHED AT THIS TIME BY THIS PARTY. A NEW DESCRIPTION
 GZ2757'FOLLOWS.
 GZ2757'
 GZ2757'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF MUNFORDVILLE, 5 MILES
 GZ2757'NORTHWEST OF CAVE CITY AND 4 MILES WEST OF HORSE CAVE ON THE
 GZ2757'PROPERTY OF MRS. BILL LONG. IT IS 17 FEET NORTH OF A FENCE LINE AND 5
 GZ2757'FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6
 GZ2757'INCHES AND THE DISK IS STAMPED BELL 1933.
 GZ2757'
 GZ2757'REFERENCE MARK NO. 3 IS 29.16 FEET EAST OF STATION AND 1 FOOT NORTH
 GZ2757'OF A FENCE LINE. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GZ2757'STAMPED BELL NO 3 1933.
 GZ2757'
 GZ2757'REFERENCE MARK NO. 4 IS 25.86 FEET SOUTH OF STATION AND 1 FOOT NORTH
 GZ2757'OF A FENCE LINE. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GZ2757'STAMPED BELL NO 4 1933.
 GZ2757'
 GZ2757'AZIMUTH MARK IS 6 FEET WEST OF A FENCE LINE AND 1 FOOT NORTHEAST OF A
 GZ2757'WHITE WITNESS POST. THE MARK PROJECTS ABOUT 10 INCHES AND THE
 GZ2757'DISK IS A STANDARD REFERENCE MARK DISK STAMPED BELL AZIMUTH 1933.
 GZ2757'
 GZ2757'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.
 GZ2757'HIGHWAY 31W, IN HORSE CAVE, GO WEST ON
 GZ2757'MAIN STREET FOR 0.4 MILES TO A T ROAD INTERSECTION, TURN RIGHT AND GO
 GZ2757'NORTHWEST FOR 2.5 MILES TO A GRAVEL SIDE ROAD LEFT, THIS IS ABOUT
 GZ2757'0.3 MILE NORTH OF THE ENTRANCE TO MAMMOTH ONYX CAVE, TURN LEFT AND GO
 GZ2757'WEST FOR 1.6 MILES TO A REVERSE Y ROAD LEFT, KEEP LEFT AND GO WEST
 GZ2757'AND SOUTH FOR 0.6 MILE TO ANOTHER ROAD FORK, TURN LEFT AND GO SOUTH
 GZ2757'FOR 1.7 MILES TO A SIDE ROAD LEFT JUST BEYOND THE CREST OF A RIDGE,
 GZ2757'TURN LEFT AND GO 0.2 MILE TO A WOODS ROAD TO THE RIGHT, TURN RIGHT
 GZ2757'AND FOLLOW WOODS ROAD FOR 0.2 MILE TO A CROSS WOODS ROAD AND TRIANGLE
 GZ2757'BLAZE ON A 6-INCH OAK TREE ON LEFT AND STATION ABOUT 50 YARDS SOUTH
 GZ2757'EAST OF THIS POINT.
 GZ2757'
 GZ2757'TO REACH AZIMUTH MARK FROM STATION, GO 0.3 MILE SOUTHWEST ACROSS
 GZ2757'CULTIVATED FIELDS TO THE MARK ON CREST OF A RIDGE AS DESCRIBED.
 GZ2757'
 GZ2757'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2040 ***********************************************************************
 HZ2040  DESIGNATION -  BELL
 HZ2040  PID         -  HZ2040
 HZ2040  STATE/COUNTY-  KY/OLDHAM
 HZ2040  USGS QUAD   -  BETHLEHEM (1993)
 HZ2040
 HZ2040                         *CURRENT SURVEY CONTROL
 HZ2040  ___________________________________________________________________
 HZ2040* NAD 83(1993)-  38 30 15.64253(N)    085 25 24.76113(W)     ADJUSTED  
 HZ2040* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 HZ2040  ___________________________________________________________________
 HZ2040  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 HZ2040  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HZ2040
 HZ2040  HORZ ORDER  -  THIRD
 HZ2040
 HZ2040.The horizontal coordinates were established by classical geodetic methods
 HZ2040.and adjusted by the National Geodetic Survey in December 1995..
 HZ2040
 HZ2040.The orthometric height was scaled from a topographic map.
 HZ2040
 HZ2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2040
 HZ2040.The geoid height was determined by GEOID03.
 HZ2040
 HZ2040;                    North         East     Units Scale Factor Converg.
 HZ2040;SPC KY1Z     - 1,240,999.730 1,528,474.826   MT  0.99996491   +0 12 01.6
 HZ2040;SPC KY1Z     - 4,071,513.28  5,014,671.16   sFT  0.99996491   +0 12 01.6
 HZ2040;SPC KY N     -   112,131.757   397,641.225   MT  0.99996229   -0 43 48.1
 HZ2040;SPC KY N     -   367,885.61  1,304,594.59   sFT  0.99996229   -0 43 48.1
 HZ2040;SPC IN E     -   361,503.116   121,206.230   MT  0.99997220   +0 09 04.9
 HZ2040;SPC IN E     - 1,186,031.47    397,657.44   sFT  0.99997220   +0 09 04.9
 HZ2040;UTM  16      - 4,262,953.056   637,459.227   MT  0.99983269   +0 58 53.8
 HZ2040
 HZ2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2040!SPC KY1Z     -   0.99996686  x   0.99996491  =   0.99993177
 HZ2040!SPC KY N     -   0.99996686  x   0.99996229  =   0.99992915
 HZ2040!SPC IN E     -   0.99996686  x   0.99997220  =   0.99993906
 HZ2040!UTM  16      -   0.99996686  x   0.99983269  =   0.99979956
 HZ2040
 HZ2040|---------------------------------------------------------------------|
 HZ2040| PID    Reference Object                     Distance      Geod. Az  |
 HZ2040|                                                           dddmmss.s |
 HZ2040| CG7141 BELL RM 2                            24.445 METERS 03956     |
 HZ2040| CG7140 BELL RM 1                            23.501 METERS 14715     |
 HZ2040| CG7139 BELL AZ MK                                         1690458.6 |
 HZ2040|---------------------------------------------------------------------|
 HZ2040
 HZ2040                          SUPERSEDED SURVEY CONTROL
 HZ2040
 HZ2040  NAD 83(1986)-  38 30 15.64574(N)    085 25 24.76886(W) AD(       ) 3
 HZ2040  NAD 27      -  38 30 15.41800(N)    085 25 24.92100(W) AD(       ) 3
 HZ2040
 HZ2040.Superseded values are not recommended for survey control.
 HZ2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2040.See file dsdata.txt to determine how the superseded data were derived.
 HZ2040
 HZ2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3745962953(NAD 83)
 HZ2040_MARKER: DS = TRIANGULATION STATION DISK
 HZ2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2040
 HZ2040  HISTORY     - Date     Condition        Report By
 HZ2040  HISTORY     - 1947     MONUMENTED       CGS
 HZ2040  HISTORY     - 1963     GOOD             AEROS
 HZ2040
 HZ2040                          STATION DESCRIPTION
 HZ2040
 HZ2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2040'THE STATION IS LOCATED ABOUT 6 MILES WEST OF SLIGO AND 1-1/2 MILES
 HZ2040'SOUTHEAST OF THE OHIO RIVER. IT IS IN A BARNLOT OWNED BY MR.
 HZ2040'R.L. BELL, AT A T-ROAD INTERSECTION, ABOUT 150 YARDS EAST-NORTHEAST
 HZ2040'OF THE APPARENTLY HIGHEST POINT IN THE NEAR VICINITY. IT IS 61.7
 HZ2040'FEET SOUTH OF THE SOUTHEAST CORNER OF MR. BELLS BARN, 55.8 FEET
 HZ2040'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BARN, 43 FEET EAST
 HZ2040'OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 28 FEET EAST OF A
 HZ2040'WITNESS POST AND A WIRE FENCE. THE MARK IS FLUSH WITH THE
 HZ2040'GROUND, AND THE DISK IS STAMPED BELL 1947.
 HZ2040'
 HZ2040'REFERENCE MARK NO. 1 IS 77.10 FEET SOUTHEAST OF THE STATION. THE MARK
 HZ2040'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BELL NO 1 1947.
 HZ2040'
 HZ2040'REFERENCE MARK NO. 2 IS 80.20 FEET NORTHEAST OF THE STATION AND 20
 HZ2040'FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE BARN. THE MARK
 HZ2040'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BELL NO 2 1947.
 HZ2040'
 HZ2040'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTH-SOUTHEAST OF THE
 HZ2040'STATION, 82.6 FEET EAST OF A 6-INCH APPLE TREE, 21.2 FEET
 HZ2040'SOUTH OF A 16-INCH LOCUST TREE, AND 3.9 FEET NORTH OF A WITNESS POST.
 HZ2040'THE DISK IS SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK THAT IS
 HZ2040'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BELL 1947.
 HZ2040'
 HZ2040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 42 AND STATE
 HZ2040'HIGHWAY 153 IN SLIGO, GO SOUTHWESTLY ON THE FORMER FOR 3.15
 HZ2040'MILES TO A GRAVEL ROAD ON THE RIGHT. TURN RIGHT, NORTH AND WEST, AND
 HZ2040'GO ON THE MAIN GRAVEL ROAD FOR 2.5 MILES TO A T-ROAD
 HZ2040'INTERSECTION. TURN RIGHT, NORTH, UPHILL AND GO ON THE MAIN GRAVEL
 HZ2040'ROAD FOR 0.45 MILE TO A T-ROAD INTERSECTION AT A CHURCH ON
 HZ2040'THE RIGHT. TURN LEFT, WESTERLY, AND GO ON THE MAIN GRAVEL ROAD FOR
 HZ2040'1.6 MILES AND TURN SHARP LEFT KEEPING THE MAIN ROAD, THENCE
 HZ2040'SOUTHERLY 0.2 MILE TO A SIDE ROAD ON THE RIGHT AND THE STATION ON THE
 HZ2040'LEFT.
 HZ2040'
 HZ2040'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2040
 HZ2040                          STATION RECOVERY (1963)
 HZ2040
 HZ2040'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2040'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  DESCRIPTION
 HZ2040'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3568 ***********************************************************************
 GA3568  DESIGNATION -  BELL LOOKOUT TOWER 1950
 GA3568  PID         -  GA3568
 GA3568  STATE/COUNTY-  KY/CLAY
 GA3568  USGS QUAD   -  BEVERLY (1979)
 GA3568
 GA3568                         *CURRENT SURVEY CONTROL
 GA3568  ___________________________________________________________________
 GA3568* NAD 83(1993)-  36 59 42.32949(N)    083 35 41.33482(W)     ADJUSTED  
 GA3568* NAVD 88     -                                                        
 GA3568  ___________________________________________________________________
 GA3568  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 GA3568  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3568
 GA3568  HORZ ORDER  -  THIRD
 GA3568
 GA3568.The horizontal coordinates were established by classical geodetic methods
 GA3568.and adjusted by the National Geodetic Survey in December 1995..
 GA3568
 GA3568
 GA3568.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3568
 GA3568.The geoid height was determined by GEOID03.
 GA3568
 GA3568;                    North         East     Units Scale Factor Converg.
 GA3568;SPC KY1Z     - 1,075,661.154 1,691,836.152   MT  1.00002228   +1 19 23.5
 GA3568;SPC KY1Z     - 3,529,064.97  5,550,632.44   sFT  1.00002228   +1 19 23.5
 GA3568;SPC KY S     -   575,625.650   691,825.157   MT  0.99996281   +1 18 25.3
 GA3568;SPC KY S     - 1,888,531.82  2,269,763.04   sFT  0.99996281   +1 18 25.3
 GA3568;UTM  17      - 4,097,475.510   269,086.738   MT  1.00025691   -1 33 43.6
 GA3568
 GA3568                          SUPERSEDED SURVEY CONTROL
 GA3568
 GA3568  NAD 83(1993)-  36 59 42.33659(N)    083 35 41.33803(W) AD(       ) 4
 GA3568  NAD 83(1986)-  36 59 42.33726(N)    083 35 41.33947(W) AD(       ) 4
 GA3568  NAD 27      -  36 59 42.01600(N)    083 35 41.64800(W) AD(       ) 3
 GA3568
 GA3568.Superseded values are not recommended for survey control.
 GA3568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3568.See file dsdata.txt to determine how the superseded data were derived.
 GA3568
 GA3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6908797476(NAD 83)
 GA3568_MARKER: 57 = LOOKOUT TOWER
 GA3568
 GA3568  HISTORY     - Date     Condition        Report By
 GA3568  HISTORY     - 1950     FIRST OBSERVED   CGS
 GA3568  HISTORY     - 1963     GOOD             CGS
 GA3568
 GA3568                          STATION DESCRIPTION
 GA3568
 GA3568'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3568'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF MANCHESTER.  THE
 GA3568'STATION IS A
 GA3568'4-LEGGED STEEL STRUCTURE ABOUT 80 FEET HIGH WITH A
 GA3568'OBSERVATION ROOM ATOP PAINTED
 GA3568'GRAY.  A TRAVERSE CONNECTION WAS MADE
 GA3568'FROM TRIANGULATION STATION BELL AND THE
 GA3568'DISTANCES WAS FOUND TO BE
 GA3568'1.115 METERS 03.66 FEET.  THE POINT TRAVERSED TO AND
 GA3568'OBSERVED ON WAS
 GA3568'THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 GA3568'
 GA3568'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 421 AND
 GA3568'STATE HIGHWAY NO.  80
 GA3568'IN MANCHESTER, GO SOUTHEAST ON STATE HIGHWAY NO.  80
 GA3568'FOR 6.0 MILES TO A GRAVEL T-ROAD
 GA3568'RIGHT, TURN RIGHT AND GO 1.0 MILE TO
 GA3568'WHERE ROAD FORKS, TURN LEFT AND GO 4.75 MILES TO A
 GA3568'REVERSE Y FORK,
 GA3568'TURN RIGHT AND 3.4 MILES TO WHERE ROAD FORKS, TURN RIGHT AND GO 2.1
 GA3568'MILES TO THE ASHER
 GA3568'FORK POST OFFICE ON THE RIGHT, CONTINUE FOR 0.4
 GA3568'MILE TO A T-ROAD RIGHT, TURN RIGHT
 GA3568'AND GO 0.95 MILE TO THE STATION AS
 GA3568'DESCRIBED.
 GA3568
 GA3568                          STATION RECOVERY (1963)
 GA3568
 GA3568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RJM)
 GA3568'THE LOOKOUT TOWER IS IN SAME PLACE.  IT IS 93 FEET NE OF A TREE AND
 GA3568'84 FEET NW OF SW CORNER OF
 GA3568'A HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3118 ***********************************************************************
 JZ3118  DESIGNATION -  BELLEVUE SACRED HEART CH
 JZ3118  PID         -  JZ3118
 JZ3118  STATE/COUNTY-  KY/CAMPBELL
 JZ3118  USGS QUAD   -  NEWPORT (1987)
 JZ3118
 JZ3118                         *CURRENT SURVEY CONTROL
 JZ3118  ___________________________________________________________________
 JZ3118* NAD 83(1993)-  39 06 12.45180(N)    084 28 52.48899(W)     ADJUSTED  
 JZ3118* NAVD 88     -                                                        
 JZ3118  ___________________________________________________________________
 JZ3118  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 JZ3118  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3118
 JZ3118  HORZ ORDER  -  THIRD
 JZ3118
 JZ3118.The horizontal coordinates were established by classical geodetic methods
 JZ3118.and adjusted by the National Geodetic Survey in April 1998..
 JZ3118
 JZ3118
 JZ3118.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3118
 JZ3118.The geoid height was determined by GEOID03.
 JZ3118
 JZ3118;                    North         East     Units Scale Factor Converg.
 JZ3118;SPC KY1Z     - 1,308,207.402 1,609,758.670   MT  1.00013462   +0 46 44.3
 JZ3118;SPC KY1Z     - 4,292,010.45  5,281,349.90   sFT  1.00013462   +0 46 44.3
 JZ3118;SPC KY N     -   178,012.348   479,996.662   MT  1.00002366   -0 08 37.9
 JZ3118;SPC KY N     -   584,028.85  1,574,789.05   sFT  1.00002366   -0 08 37.9
 JZ3118;SPC OH S     -   124,378.393   428,644.610   MT  0.99994786   -1 15 25.7
 JZ3118;UTM  16      - 4,331,278.160   717,799.755   MT  1.00018413   +1 35 21.3
 JZ3118
 JZ3118                          SUPERSEDED SURVEY CONTROL
 JZ3118
 JZ3118  NAD 83(1993)-  39 06 12.45796(N)    084 28 52.49625(W) AD(       ) 4
 JZ3118  NAD 83(1986)-  39 06 12.45560(N)    084 28 52.49960(W) AD(       ) 4
 JZ3118  NAD 27      -  39 06 12.23700(N)    084 28 52.70700(W) AD(       ) 3
 JZ3118
 JZ3118.Superseded values are not recommended for survey control.
 JZ3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3118.See file dsdata.txt to determine how the superseded data were derived.
 JZ3118
 JZ3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1780031278(NAD 83)
 JZ3118_MARKER: 91 = CHURCH CROSS
 JZ3118
 JZ3118  HISTORY     - Date     Condition        Report By
 JZ3118  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3118
 JZ3118                          STATION DESCRIPTION
 JZ3118
 JZ3118'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3118'THE STATION IS LOCATED AT THE INTERSECTION OF TAYLOR AVE. AND
 JZ3118'DIVISION ST. IN BELLEVUE, KENTUCKY.  A STONE BUILDING 130 FEET
 JZ3118'HIGH, ERECTED IN 1892, 32.3 FEET EAST OF CL OF TAYLOR AVE., 24.8 FEET
 JZ3118'SOUTH OF CL OF DIVISION ST., 29.9 FEET NORTH OF SISTER HOUSE
 JZ3118'(YELLOW BRICK).
 JZ3118'
 JZ3118'THE POINT INTERSECTED WAS A COPPER CROSS, NOW GREEN, AT THE TOP OF
 JZ3118'STEEPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1343 ***********************************************************************
 HA1343  DESIGNATION -  BELLS
 HA1343  PID         -  HA1343
 HA1343  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1343  USGS QUAD   -  HARDINSBURG (1993)
 HA1343
 HA1343                         *CURRENT SURVEY CONTROL
 HA1343  ___________________________________________________________________
 HA1343* NAD 83(1993)-  37 49 01.57372(N)    086 26 29.98464(W)     ADJUSTED  
 HA1343* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 HA1343  ___________________________________________________________________
 HA1343  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 HA1343  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HA1343
 HA1343  HORZ ORDER  -  SECOND
 HA1343
 HA1343.The horizontal coordinates were established by classical geodetic methods
 HA1343.and adjusted by the National Geodetic Survey in December 1995..
 HA1343
 HA1343.The orthometric height was scaled from a topographic map.
 HA1343
 HA1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1343
 HA1343.The geoid height was determined by GEOID03.
 HA1343
 HA1343;                    North         East     Units Scale Factor Converg.
 HA1343;SPC KY1Z     - 1,164,897.987 1,439,105.336   MT  0.99990548   -0 25 28.8
 HA1343;SPC KY1Z     - 3,821,836.15  4,721,464.76   sFT  0.99990548   -0 25 28.8
 HA1343;SPC KY S     -   664,887.641   439,100.732   MT  0.99998085   -0 25 10.1
 HA1343;SPC KY S     - 2,181,385.54  1,440,616.32   sFT  0.99998085   -0 25 10.1
 HA1343;UTM  16      - 4,185,669.438   549,142.240   MT  0.99962974   +0 20 32.5
 HA1343
 HA1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1343!SPC KY1Z     -   0.99996944  x   0.99990548  =   0.99987492
 HA1343!SPC KY S     -   0.99996944  x   0.99998085  =   0.99995029
 HA1343!UTM  16      -   0.99996944  x   0.99962974  =   0.99959919
 HA1343
 HA1343|---------------------------------------------------------------------|
 HA1343| PID    Reference Object                     Distance      Geod. Az  |
 HA1343|                                                           dddmmss.s |
 HA1343| CG7143 BELLS RM 1                           26.410 METERS 10314     |
 HA1343| CG7144 BELLS RM 2                           28.438 METERS 19325     |
 HA1343| HA1345 HARDINSBURG MUNICIPAL TANK          APPROX. 4.1 KM 1964907.6 |
 HA1343| CG7142 BELLS AZ MK                                        1973525.1 |
 HA1343| HA1344 HARDINSBURG BRECKINRIDGE CTHSE      APPROX. 4.4 KM 2033220.0 |
 HA1343|---------------------------------------------------------------------|
 HA1343
 HA1343                          SUPERSEDED SURVEY CONTROL
 HA1343
 HA1343  NAD 83(1986)-  37 49 01.58183(N)    086 26 29.99058(W) AD(       ) 2
 HA1343  NAD 27      -  37 49 01.36800(N)    086 26 30.07600(W) AD(       ) 2
 HA1343
 HA1343.Superseded values are not recommended for survey control.
 HA1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1343.See file dsdata.txt to determine how the superseded data were derived.
 HA1343
 HA1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4914285669(NAD 83)
 HA1343_MARKER: DS = TRIANGULATION STATION DISK
 HA1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1343
 HA1343  HISTORY     - Date     Condition        Report By
 HA1343  HISTORY     - 1950     MONUMENTED       CGS
 HA1343  HISTORY     - 1982     GOOD             LOCENG
 HA1343
 HA1343                          STATION DESCRIPTION
 HA1343
 HA1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1343'STATION IS LOCATED ABOUT 3 MILES NORTH OF HARDINSBURG AT THE
 HA1343'INTERSECTION OF TWO DIRT ROADS AND IS ON THE PROPERTY OF HUBERT
 HA1343'WILSON.  IT IS 49 FEET SOUTHEAST OF THE INTERSECTION OF DIRT ROADS,
 HA1343'31 FEET EAST OF CENTER OF A DIRT ROAD, 28 FEET SOUTH OF CENTER OF
 HA1343'A DIRT ROAD AND 16 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS
 HA1343'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BELLS 1950.
 HA1343'
 HA1343'REFERENCE MARK NO. 1 IS 10 FEET SOUTH OF CENTER OF DIRT ROAD AND IS
 HA1343'SET IN A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 HA1343'DISK IS STAMPED BELLS NO 1 1950.
 HA1343'
 HA1343'REFERENCE MARK NO. 2 IS 19 FEET EAST OF CENTER OF DIRT ROAD.  THE
 HA1343'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BELLS NO 2
 HA1343'1950.
 HA1343'
 HA1343'AZIMUTH MARK IS 83 FEET WEST OF CENTER OF A DIRT ROAD, 7 FEET NORTH
 HA1343'OF CENTER OF A DIRT ROAD AND 2 FEET EAST OF A WHITE WITNESS
 HA1343'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BELLS
 HA1343'1950.
 HA1343'
 HA1343'TO REACH STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE
 HA1343'IN HARDINSBURG, GO NORTH ON STATE HIGHWAY 259 FOR 0.1 MILE TO A
 HA1343'CROSS STREET, TURN RIGHT AND GO EAST FOR 0.1 MILE TO ANOTHER CROSS
 HA1343'STREET, TURN LEFT AND GO NORTH FOR 2.25 MILES TO THE AZIMUTH
 HA1343'MARK ON LEFT AS DESCRIBED, CONTINUE AHEAD ON DIRT ROAD FOR 0.15 MILE
 HA1343'TO A ROAD FORK, TURN LEFT AND GO NORTH FOR 0.3 MILE TO THE
 HA1343'STATION NEAR T ROAD INTERSECTION AS DESCRIBED.
 HA1343'
 HA1343'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1343
 HA1343                          STATION RECOVERY (1982)
 HA1343
 HA1343'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (RC)
 HA1343'BELLS 1950 IN GOOD CONDITION.
 HA1343'
 HA1343'AZIMUTH MARK DESTROYED.
 HA1343'
 HA1343'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 HA1343'HARDINSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2642 ***********************************************************************
 GB2642  DESIGNATION -  BENS CLIFF
 GB2642  PID         -  GB2642
 GB2642  STATE/COUNTY-  KY/WAYNE
 GB2642  USGS QUAD   -  POWERSBURG (1954)
 GB2642
 GB2642                         *CURRENT SURVEY CONTROL
 GB2642  ___________________________________________________________________
 GB2642* NAD 83(1993)-  36 41 34.38640(N)    084 57 18.45153(W)     ADJUSTED  
 GB2642* NAVD 88     -       493.     (meters)    1617.     (feet)  SCALED    
 GB2642  ___________________________________________________________________
 GB2642  LAPLACE CORR-           6.32  (seconds)                    DEFLEC99
 GB2642  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GB2642
 GB2642  HORZ ORDER  -  THIRD
 GB2642
 GB2642.The horizontal coordinates were established by classical geodetic methods
 GB2642.and adjusted by the National Geodetic Survey in December 1995..
 GB2642
 GB2642.The orthometric height was scaled from a topographic map.
 GB2642
 GB2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2642
 GB2642.The geoid height was determined by GEOID03.
 GB2642
 GB2642;                    North         East     Units Scale Factor Converg.
 GB2642;SPC KY1Z     - 1,040,208.951 1,571,044.056   MT  1.00011628   +0 29 16.9
 GB2642;SPC KY1Z     - 3,412,752.20  5,154,333.71   sFT  1.00011628   +0 29 16.9
 GB2642;SPC KY S     -   540,199.723   571,036.356   MT  1.00000759   +0 28 55.4
 GB2642;SPC KY S     - 1,772,305.26  1,873,475.11   sFT  1.00000759   +0 28 55.4
 GB2642;SPC TN       -   262,299.813   693,382.641   MT  1.00006066   +0 36 42.2
 GB2642;SPC TN       -   860,561.97  2,274,872.88   sFT  1.00006066   +0 36 42.2
 GB2642;UTM  16      - 4,062,752.409   682,685.226   MT  1.00001118   +1 13 19.9
 GB2642
 GB2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2642!SPC KY1Z     -   0.99992739  x   1.00011628  =   1.00004366
 GB2642!SPC KY S     -   0.99992739  x   1.00000759  =   0.99993498
 GB2642!SPC TN       -   0.99992739  x   1.00006066  =   0.99998804
 GB2642!UTM  16      -   0.99992739  x   1.00001118  =   0.99993857
 GB2642
 GB2642|---------------------------------------------------------------------|
 GB2642| PID    Reference Object                     Distance      Geod. Az  |
 GB2642|                                                           dddmmss.s |
 GB2642| DB8723 BENS CLIFF RM 2                       2.810 METERS 23834     |
 GB2642| GB1149 BENSCLIFF AZ MK                                    2873554.2 |
 GB2642| DB8722 BENS CLIFF RM 1                       3.194 METERS 35501     |
 GB2642|---------------------------------------------------------------------|
 GB2642
 GB2642                          SUPERSEDED SURVEY CONTROL
 GB2642
 GB2642  NAD 83(1986)-  36 41 34.39656(N)    084 57 18.45704(W) AD(       ) 3
 GB2642  NAD 27      -  36 41 34.14700(N)    084 57 18.64000(W) AD(       ) 3
 GB2642
 GB2642.Superseded values are not recommended for survey control.
 GB2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2642.See file dsdata.txt to determine how the superseded data were derived.
 GB2642
 GB2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF8268562752(NAD 83)
 GB2642_MARKER: DS = TRIANGULATION STATION DISK
 GB2642_SETTING: 80 = SET IN A BOULDER
 GB2642_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GB2642
 GB2642  HISTORY     - Date     Condition        Report By
 GB2642  HISTORY     - 1950     MONUMENTED       CGS
 GB2642
 GB2642                          STATION DESCRIPTION
 GB2642
 GB2642'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CMT)
 GB2642'STATION IS LOCATED ABOUT 11-1/2 MILES SOUTHWEST OF MONTICELLO ON A
 GB2642'MOUNTAIN KNOWN AS BENS CLIFF.  IT IS ABOUT 100 FEET EAST OF SHEEP
 GB2642'ROCK, 17 FEET EAST OF THE WEST EDGE OF CLIFF, 7 FEET NORTH OF THE
 GB2642'SOUTH EDGE OF CLIFF AND 5 FEET SOUTH OF THE NORTH EDGE OF CLIFF.
 GB2642'THE DISK IS A STANDARD TRIANGULATION STATION MARK DISK SET FLUSH IN
 GB2642'THE TOP OF ROCK AND IS STAMPED BENS CLIFF 1950.
 GB2642'
 GB2642'REFERENCE MARK NO. 1.  IT IS 2 FEET SOUTHEAST OF A WHITE WITNESS POST
 GB2642'AND 1 FOOT SOUTH OF THE NORTH EDGE OF CLIFF.  THE DISK IS A STANDARD
 GB2642'TRIANGULATION REFERENCE MARK DISK SET FLUSH IN TOP OF THE ROCK AND IS
 GB2642'STAMPED BENS CLIFF NO 1 1950.
 GB2642'
 GB2642'REFERENCE MARK NO. 2.  IT IS 6 INCHES SOUTHEAST OF THE NORTHWEST EDGE
 GB2642'OF CLIFF.  THE DISK IS A STANDARD TRIANGULATION REFERENCE MARK
 GB2642'DISK SET FLUSH IN TOP OF THE ROCK AND IS STAMPED BENS CLIFF NO 2
 GB2642'1950.
 GB2642'
 GB2642'AZIMUTH MARK IS 111 FEET NORTHWEST OF THE NORTHWEST CORNER OF EDWARDS
 GB2642'CHAPEL METHODIST CHURCH, 27 FEET NORTH OF THE CENTER OF GRAVEL
 GB2642'ROAD, 4 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 GB2642'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BENS
 GB2642'CLIFF 1950.
 GB2642'
 GB2642'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN MONTICELLO, GO
 GB2642'SOUTHWEST ON STATE HIGHWAY NO. 90 FOR 0.4 MILE TO THE JUNCTION OF
 GB2642'STATE HIGHWAY NO. 167, CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY NO.
 GB2642'167 FOR 1.3 MILE TO THE JUNCTION OF STATE HIGHWAY NO. 200, TURN
 GB2642'RIGHT ON STATE HIGHWAY NO. 200 AND GO 2.95 MILES TO WHERE ROAD FORKS,
 GB2642'TURN LEFT AND GO 7.55 MILES TO WHERE ROAD FORKS, TAKE RIGHT ROAD AND
 GB2642'GO 1.6 MILE TO THE EDWARDS CHAPEL METHODIST CHURCH ON THE LEFT AND
 GB2642'THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.2 MILE TO A DRIVEWAY
 GB2642'ON THE LEFT, THIS IS END OF TRUCK TRAVEL, HERE PACK SOUTHEAST
 GB2642'ON PATH TO A HOUSE, CONTINUE ON TRAIL UP HILL TO AN OPEN FIELD JUST
 GB2642'BELOW SHEEP ROCK, CROSS FIELD AND GO THROUGH WOODS TO THE
 GB2642'SHEEP ROCK, HERE PICK WAY THROUGH CREVICES TO THE TOP OF THE ROCK AND
 GB2642'THE STATION AS DESCRIBED.  (1 HOUR AND 30 MINUTE PACK)
 GB2642'
 GB2642'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1149 ***********************************************************************
 GB1149  DESIGNATION -  BENSCLIFF AZ MK
 GB1149  PID         -  GB1149
 GB1149  STATE/COUNTY-  KY/WAYNE
 GB1149  USGS QUAD   -  POWERSBURG (1954)
 GB1149
 GB1149                         *CURRENT SURVEY CONTROL
 GB1149  ___________________________________________________________________
 GB1149* NAD 83(1986)-  36 41 45.     (N)    084 57 59.     (W)     SCALED    
 GB1149* NAVD 88     -       270.312  (meters)     886.85   (feet)  ADJUSTED  
 GB1149  ___________________________________________________________________
 GB1149  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB1149  DYNAMIC HT  -         270.082 (meters)     886.09  (feet)  COMP
 GB1149  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 GB1149
 GB1149  VERT ORDER  -  SECOND    CLASS 0
 GB1149
 GB1149.The horizontal coordinates were scaled from a topographic map and have
 GB1149.an estimated accuracy of +/- 6 seconds.
 GB1149
 GB1149.The orthometric height was determined by differential leveling
 GB1149.and adjusted by the National Geodetic Survey in June 1991..
 GB1149
 GB1149.The geoid height was determined by GEOID03.
 GB1149
 GB1149.The dynamic height is computed by dividing the NAVD 88
 GB1149.geopotential number by the normal gravity value computed on the
 GB1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1149.degrees latitude (g = 980.6199 gals.).
 GB1149
 GB1149.The modeled gravity was interpolated from observed gravity values.
 GB1149
 GB1149;                    North         East    Units  Estimated Accuracy
 GB1149;SPC KY1Z     - 1,040,530.    1,570,040.      MT  (+/- 180 meters Scaled)
 GB1149
 GB1149                          SUPERSEDED SURVEY CONTROL
 GB1149
 GB1149  NGVD 29 (??/??/92)  270.442  (m)          887.28   (f) ADJ UNCH    2 0
 GB1149
 GB1149.Superseded values are not recommended for survey control.
 GB1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1149.See file dsdata.txt to determine how the superseded data were derived.
 GB1149
 GB1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF816630(NAD 83)
 GB1149_MARKER: DZ = AZIMUTH MARK DISK
 GB1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1149_STAMPING: BENSCLIFF 1950 887.275
 GB1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1149+STABILITY: SURFACE MOTION
 GB1149
 GB1149  HISTORY     - Date     Condition        Report By
 GB1149  HISTORY     - 1950     MONUMENTED       CGS
 GB1149  HISTORY     - 1951     GOOD             NGS
 GB1149  HISTORY     - 1958     GOOD             NGS
 GB1149
 GB1149                          STATION DESCRIPTION
 GB1149
 GB1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1149'0.7 MI S FROM POWERSBURG.
 GB1149'ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GB1149'POWERSBURG, 24 FEET WEST OF CENTER LINE OF ROAD, 109 FEET WEST AND
 GB1149'ACROSS ROAD FROM WEST CORNER OF EDWARDS CHAPEL METHODIST CHURCH, 97
 GB1149'FEET NORTHWEST AND ACROSS ROAD FROM A POWER POLE WITH A TRANSFORMER,
 GB1149'53 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, 5 1/2
 GB1149'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE ROAD
 GB1149'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1149
 GB1149                          STATION RECOVERY (1958)
 GB1149
 GB1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2885 ***********************************************************************
 GZ2885  DESIGNATION -  BEREA COLLEGE WATER TANK
 GZ2885  PID         -  GZ2885
 GZ2885  STATE/COUNTY-  KY/MADISON
 GZ2885  USGS QUAD   -  BEREA (1993)
 GZ2885
 GZ2885                         *CURRENT SURVEY CONTROL
 GZ2885  ___________________________________________________________________
 GZ2885* NAD 83(1993)-  37 34 26.52845(N)    084 17 25.22358(W)     ADJUSTED  
 GZ2885* NAVD 88     -                                                        
 GZ2885  ___________________________________________________________________
 GZ2885  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GZ2885  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GZ2885
 GZ2885  HORZ ORDER  -  THIRD
 GZ2885
 GZ2885.The horizontal coordinates were established by classical geodetic methods
 GZ2885.and adjusted by the National Geodetic Survey in December 1995..
 GZ2885
 GZ2885
 GZ2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2885
 GZ2885.The geoid height was determined by GEOID03.
 GZ2885
 GZ2885;                    North         East     Units Scale Factor Converg.
 GZ2885;SPC KY1Z     - 1,138,704.738 1,628,927.822   MT  0.99991879   +0 53 46.2
 GZ2885;SPC KY1Z     - 3,735,900.46  5,344,240.70   sFT  0.99991879   +0 53 46.2
 GZ2885;SPC KY S     -   638,683.358   628,932.508   MT  0.99995414   +0 53 06.8
 GZ2885;SPC KY S     - 2,095,413.65  2,063,422.74   sFT  0.99995414   +0 53 06.8
 GZ2885;UTM  16      - 4,162,006.980   739,293.464   MT  1.00030537   +1 39 11.1
 GZ2885
 GZ2885                          SUPERSEDED SURVEY CONTROL
 GZ2885
 GZ2885  NAD 83(1986)-  37 34 26.53565(N)    084 17 25.22950(W) AD(       ) 4
 GZ2885  NAD 27      -  37 34 26.23400(N)    084 17 25.47100(W) AD(       ) 3
 GZ2885
 GZ2885.Superseded values are not recommended for survey control.
 GZ2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2885.See file dsdata.txt to determine how the superseded data were derived.
 GZ2885
 GZ2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3929362007(NAD 83)
 GZ2885_MARKER: 53 = ELEVATED TANK
 GZ2885
 GZ2885  HISTORY     - Date     Condition        Report By
 GZ2885  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2885
 GZ2885                          STATION DESCRIPTION
 GZ2885
 GZ2885'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2885'THE STATION IS LOCATED NEAR THE POWERHOUSE AT THE NORTHSIDE OF THE
 GZ2885'BEREA COLLEGE CAMPUS.  IT IS A 4 LEGGED STEEL STRUCTURE, 125
 GZ2885'FEET HIGH WITH A TANK ATOP AND IS PAINTED SILVER.  THE LEGEND BEREA
 GZ2885'COLLEGE IS PAINTED IN LARGE BLACK LETTERS ON THE NORTHWEST AND
 GZ2885'SOUTHEAST SIDES.  THE POINT OF INTERSECTION WAS THE SPHERE AT THE
 GZ2885'APEX OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2886 ***********************************************************************
 GZ2886  DESIGNATION -  BEREA DRAPER MEM BLDG SPIRE
 GZ2886  PID         -  GZ2886
 GZ2886  STATE/COUNTY-  KY/MADISON
 GZ2886  USGS QUAD   -  BEREA (1993)
 GZ2886
 GZ2886                         *CURRENT SURVEY CONTROL
 GZ2886  ___________________________________________________________________
 GZ2886* NAD 83(1993)-  37 34 22.66629(N)    084 17 32.12006(W)     ADJUSTED  
 GZ2886* NAVD 88     -                                                        
 GZ2886  ___________________________________________________________________
 GZ2886  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GZ2886  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GZ2886
 GZ2886  HORZ ORDER  -  THIRD
 GZ2886
 GZ2886.The horizontal coordinates were established by classical geodetic methods
 GZ2886.and adjusted by the National Geodetic Survey in December 1995..
 GZ2886
 GZ2886
 GZ2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2886
 GZ2886.The geoid height was determined by GEOID03.
 GZ2886
 GZ2886;                    North         East     Units Scale Factor Converg.
 GZ2886;SPC KY1Z     - 1,138,583.046 1,628,760.488   MT  0.99991889   +0 53 42.0
 GZ2886;SPC KY1Z     - 3,735,501.21  5,343,691.70   sFT  0.99991889   +0 53 42.0
 GZ2886;SPC KY S     -   638,561.695   628,765.144   MT  0.99995406   +0 53 02.6
 GZ2886;SPC KY S     - 2,095,014.49  2,062,873.64   sFT  0.99995406   +0 53 02.6
 GZ2886;UTM  16      - 4,161,883.040   739,127.688   MT  1.00030440   +1 39 06.8
 GZ2886
 GZ2886                          SUPERSEDED SURVEY CONTROL
 GZ2886
 GZ2886  NAD 83(1986)-  37 34 22.67343(N)    084 17 32.12602(W) AD(       ) 4
 GZ2886  NAD 27      -  37 34 22.37300(N)    084 17 32.36900(W) AD(       ) 3
 GZ2886
 GZ2886.Superseded values are not recommended for survey control.
 GZ2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2886.See file dsdata.txt to determine how the superseded data were derived.
 GZ2886
 GZ2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3912861883(NAD 83)
 GZ2886_MARKER: 89 = SPIRE
 GZ2886
 GZ2886  HISTORY     - Date     Condition        Report By
 GZ2886  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2886
 GZ2886                          STATION DESCRIPTION
 GZ2886
 GZ2886'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2886'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF THE BEREA COLLEGE
 GZ2886'CAMPUS.  IT IS A WOODEN CHIME TOWER PAINTED WHITE, WITH A BLACK DOME
 GZ2886'ROOF WITH A WHITE CUPOLA AND A BLACK SPIRE, A WEATHER VANE IS ATOP
 GZ2886'THE SPIRE.  THE STRUCTURE FORMS PART OF THE DRAPER MEMORIAL
 GZ2886'BUILDING AND IS 134 FEET HIGH.  THE POINT OF INTERSECTION WAS THE
 GZ2886'METAL SPHERE AT THE BASE OF THE WEATHER VANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2887 ***********************************************************************
 GZ2887  DESIGNATION -  BEREA PHELPS STOKES CHAPEL TWR
 GZ2887  PID         -  GZ2887
 GZ2887  STATE/COUNTY-  KY/MADISON
 GZ2887  USGS QUAD   -  BEREA (1993)
 GZ2887
 GZ2887                         *CURRENT SURVEY CONTROL
 GZ2887  ___________________________________________________________________
 GZ2887* NAD 83(1993)-  37 34 17.49617(N)    084 17 31.75845(W)     ADJUSTED  
 GZ2887* NAVD 88     -                                                        
 GZ2887  ___________________________________________________________________
 GZ2887  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GZ2887  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GZ2887
 GZ2887  HORZ ORDER  -  THIRD
 GZ2887
 GZ2887.The horizontal coordinates were established by classical geodetic methods
 GZ2887.and adjusted by the National Geodetic Survey in December 1995..
 GZ2887
 GZ2887
 GZ2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2887
 GZ2887.The geoid height was determined by GEOID03.
 GZ2887
 GZ2887;                    North         East     Units Scale Factor Converg.
 GZ2887;SPC KY1Z     - 1,138,423.822 1,628,771.850   MT  0.99991902   +0 53 42.2
 GZ2887;SPC KY1Z     - 3,734,978.82  5,343,728.98   sFT  0.99991902   +0 53 42.2
 GZ2887;SPC KY S     -   638,402.462   628,776.476   MT  0.99995396   +0 53 02.9
 GZ2887;SPC KY S     - 2,094,492.08  2,062,910.82   sFT  0.99995396   +0 53 02.9
 GZ2887;UTM  16      - 4,161,723.919   739,141.157   MT  1.00030448   +1 39 06.8
 GZ2887
 GZ2887                          SUPERSEDED SURVEY CONTROL
 GZ2887
 GZ2887  NAD 83(1986)-  37 34 17.50318(N)    084 17 31.76403(W) AD(       ) 4
 GZ2887  NAD 27      -  37 34 17.20100(N)    084 17 32.00300(W) AD(       ) 3
 GZ2887
 GZ2887.Superseded values are not recommended for survey control.
 GZ2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2887.See file dsdata.txt to determine how the superseded data were derived.
 GZ2887
 GZ2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3914161724(NAD 83)
 GZ2887_MARKER: 55 = TOWER
 GZ2887
 GZ2887  HISTORY     - Date     Condition        Report By
 GZ2887  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2887
 GZ2887                          STATION DESCRIPTION
 GZ2887
 GZ2887'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2887'THE STATION IS LOCATED NEAR THE WEST SIDE OF THE CAMPUS OF BEREA
 GZ2887'COLLEGE.  IT IS A WOODEN STRUCTURE PAINTED WHITE, SQUARE AT THE
 GZ2887'BOTTOM WITH A CLOCK ON EACH SIDE, IT HAS A COPPER DOME ROOF.  THE
 GZ2887'STRUCTURE IS LOCATED ATOP THE PHELPS STOKES CHAPEL.  THE HEIGHT
 GZ2887'OF THE DOME IS 102 FEET.  THE POINT OF INTERSECTION WAS THE CENTER OF
 GZ2887'THE TOP OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3150 ***********************************************************************
 GY3150  DESIGNATION -  BERWIND LAND COMPANY MARK
 GY3150  PID         -  GY3150
 GY3150  STATE/COUNTY-  KY/PIKE
 GY3150  USGS QUAD   -  MATEWAN (1992)
 GY3150
 GY3150                         *CURRENT SURVEY CONTROL
 GY3150  ___________________________________________________________________
 GY3150* NAD 83(1993)-  37 30 04.81787(N)    082 13 39.04668(W)     ADJUSTED  
 GY3150* NAVD 88     -       759.     (meters)    2490.     (feet)  SCALED    
 GY3150  ___________________________________________________________________
 GY3150  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 GY3150  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GY3150
 GY3150  HORZ ORDER  -  SECOND
 GY3150
 GY3150.The horizontal coordinates were established by classical geodetic methods
 GY3150.and adjusted by the National Geodetic Survey in December 1995..
 GY3150
 GY3150.The orthometric height was scaled from a topographic map.
 GY3150
 GY3150.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3150
 GY3150.The geoid height was determined by GEOID03.
 GY3150
 GY3150;                    North         East     Units Scale Factor Converg.
 GY3150;SPC KY1Z     - 1,135,505.762 1,811,374.998   MT  0.99992624   +2 09 45.6
 GY3150;SPC KY1Z     - 3,725,405.15  5,942,819.47   sFT  0.99992624   +2 09 45.6
 GY3150;SPC KY S     -   635,424.798   811,384.080   MT  0.99994964   +2 08 10.5
 GY3150;SPC KY S     - 2,084,722.86  2,662,015.94   sFT  0.99994964   +2 08 10.5
 GY3150;UTM  17      - 4,151,197.439   391,499.805   MT  0.99974501   -0 44 50.5
 GY3150
 GY3150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3150!SPC KY1Z     -   0.99988587  x   0.99992624  =   0.99981212
 GY3150!SPC KY S     -   0.99988587  x   0.99994964  =   0.99983552
 GY3150!UTM  17      -   0.99988587  x   0.99974501  =   0.99963091
 GY3150
 GY3150                          SUPERSEDED SURVEY CONTROL
 GY3150
 GY3150  NAD 83(1993)-  37 30 04.82550(N)    082 13 39.05188(W) AD(       ) 2
 GY3150  NAD 83(1986)-  37 30 04.82617(N)    082 13 39.05437(W) AD(       ) 2
 GY3150  NAD 27      -  37 30 04.44650(N)    082 13 39.55365(W) AD(       ) 2
 GY3150
 GY3150.Superseded values are not recommended for survey control.
 GY3150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3150.See file dsdata.txt to determine how the superseded data were derived.
 GY3150
 GY3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB9150051197(NAD 83)
 GY3150_MARKER: Z = SEE DESCRIPTION
 GY3150_SETTING: 80 = SET IN A BOULDER
 GY3150_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GY3150_MARK LOGO: NONE  
 GY3150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3150+STABILITY: SURFACE MOTION
 GY3150
 GY3150  HISTORY     - Date     Condition        Report By
 GY3150  HISTORY     - 1957     MONUMENTED       LOCENG
 GY3150
 GY3150                          STATION DESCRIPTION
 GY3150
 GY3150'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957 (FAR)
 GY3150'THE STATION IS ABOUT 2-1/2 MILES NORTHWEST OF COLEMAN, AT THE HEAD OF
 GY3150'CALLOWAY BRANCH, ON THE HIGHEST POINT OF THE MOUNTAIN LOCALLY
 GY3150'KNOWN AS DICKS KNOB.  REFERENCE MARK NUMBER 4 FOR TRIANGULATION
 GY3150'STATION DICKS IS ABOUT 2 FEET NORTHEAST OF THE PLUG AND IN THE SAME
 GY3150'BOULDER.
 GY3150'
 GY3150'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DICKS,
 GY3150'DISTANCE BEING 17.71 FEET (5.399 METERS) NORTH-NORTHEAST OF STATION
 GY3150'DICKS.  THE MARK IS A 1/4 INCH PLUG LEADED IN A DRILL HOLE IN A
 GY3150'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1769 ***********************************************************************
 HA1769  FBN         -  This is a Federal Base Network Control Station.
 HA1769  DESIGNATION -  BESCH
 HA1769  PID         -  HA1769
 HA1769  STATE/COUNTY-  KY/HENDERSON
 HA1769  USGS QUAD   -  POOLE (1969)
 HA1769
 HA1769                         *CURRENT SURVEY CONTROL
 HA1769  ___________________________________________________________________
 HA1769* NAD 83(1993)-  37 44 11.64062(N)    087 42 44.44580(W)     ADJUSTED  
 HA1769* NAVD 88     -       137.3    (meters)     450.     (feet)  GPS OBS   
 HA1769  ___________________________________________________________________
 HA1769  X           -     201,596.713 (meters)                     COMP
 HA1769  Y           -  -5,046,437.333 (meters)                     COMP
 HA1769  Z           -   3,882,427.048 (meters)                     COMP
 HA1769  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 HA1769  ELLIP HEIGHT-         106.89  (meters)          (11/03/04) GPS OBS
 HA1769  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HA1769
 HA1769  HORZ ORDER  -  A
 HA1769  ELLP ORDER  -  THIRD     CLASS I
 HA1769
 HA1769.The horizontal coordinates were established by GPS observations
 HA1769.and adjusted by the National Geodetic Survey in September 1994..
 HA1769
 HA1769.The orthometric height was determined by GPS observations and a
 HA1769.high-resolution geoid model.
 HA1769
 HA1769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1769
 HA1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1769
 HA1769.The ellipsoidal height was determined by GPS observations
 HA1769.and is referenced to NAD 83.
 HA1769
 HA1769.The geoid height was determined by GEOID03.
 HA1769
 HA1769;                    North         East     Units Scale Factor Converg.
 HA1769;SPC KY1Z     - 1,157,552.556 1,327,056.263   MT  0.99990791   -1 12 17.3
 HA1769;SPC KY1Z     - 3,797,737.01  4,353,850.42   sFT  0.99990791   -1 12 17.3
 HA1769;SPC KY S     -   657,522.240   327,045.213   MT  0.99997001   -1 11 24.3
 HA1769;SPC KY S     - 2,157,220.88  1,072,980.84   sFT  0.99997001   -1 11 24.3
 HA1769;UTM  16      - 4,176,826.026   437,234.448   MT  0.99964852   -0 26 09.6
 HA1769
 HA1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1769!SPC KY1Z     -   0.99998323  x   0.99990791  =   0.99989114
 HA1769!SPC KY S     -   0.99998323  x   0.99997001  =   0.99995324
 HA1769!UTM  16      -   0.99998323  x   0.99964852  =   0.99963175
 HA1769
 HA1769                          SUPERSEDED SURVEY CONTROL
 HA1769
 HA1769  ELLIP H (09/07/94)  106.96   (m)                       GP(       ) 3 1
 HA1769
 HA1769.Superseded values are not recommended for survey control.
 HA1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1769.See file dsdata.txt to determine how the superseded data were derived.
 HA1769
 HA1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3723476826(NAD 83)
 HA1769_MARKER: I = METAL ROD
 HA1769_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HA1769_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HA1769_STAMPING: BESCH 1993
 HA1769_MARK LOGO: NGS   
 HA1769_PROJECTION: FLUSH
 HA1769_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1769+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 HA1769_ROD/PIPE-DEPTH: 6.40 meters
 HA1769_SLEEVE-DEPTH  : 1.00 meters
 HA1769
 HA1769  HISTORY     - Date     Condition        Report By
 HA1769  HISTORY     - 1993     MONUMENTED       NGS
 HA1769  HISTORY     - 19931023 GOOD             NGS
 HA1769  HISTORY     - 19940315 GOOD
 HA1769  HISTORY     - 19960110 GOOD             LOWE
 HA1769  HISTORY     - 19970623 GOOD             NGS
 HA1769  HISTORY     - 19970903 GOOD             NGS
 HA1769  HISTORY     - 20011008 GOOD             KYDT
 HA1769  HISTORY     - 20030107 GOOD             WOOLPT
 HA1769
 HA1769                          STATION DESCRIPTION
 HA1769
 HA1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HA1769'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM)  SOUTHWEST OF
 HA1769'HENDERSON,  10.0 MI (16.1 KM)  EAST NORTHEAST OF MORGANFIELD AND IN
 HA1769'THE CORYDON CEMETERY. OWNERSHIP--CORYDON CEMETARY.  CONTACT--GEORGE
 HA1769'BESCH, BESCH CONSULTING INC. PRIOR TO OBSERVATION.
 HA1769'PHONE--502-533-6000.
 HA1769'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND
 HA1769'STATE ROUTE 145 (7TH STREET) IN CORYDON,  GO SOUTHERLY ON U.S.
 HA1769'HIGHWAY 60 FOR 0.15 MI (0.24 KM)  TO THE SECOND ENTRANCE INTO THE
 HA1769'CEMETARY.  TURN RIGHT AND GO 0.1 MI (0.2 KM)  TO A CURVE LEFT AND THE
 HA1769'STATION ON THE RIGHT AT THE APPROXIMATE POINT OF INTERSECTION OF THE
 HA1769'ROAD EDGES.
 HA1769'STATION IS 159.0 FT (48.5 M)  NORTHEAST OF A 18 INCH IN DIAMETER CEDAR
 HA1769'TREE, 41.8 FT (12.7 M)  SOUTHEAST OF THE CENTER OF THE JOSEPH AND
 HA1769'RUBY CHANDLER HEADSTONE,  63.0 FT (19.2 M)  NORTH OF THE BASE OF THE
 HA1769'LARGE BARNETT HEADSTONE, 41.0 FT (12.5 M)  NORTH OF THE BASE OF THE
 HA1769'12 FT (3.7 M)  HIGH SPIKED CATES HEADSTONE.
 HA1769
 HA1769                          STATION RECOVERY (1994)
 HA1769
 HA1769'RECOVERED 1994
 HA1769'RECOVERED IN GOOD CONDITION.
 HA1769
 HA1769                          STATION RECOVERY (1996)
 HA1769
 HA1769'RECOVERY NOTE BY LOWE ENGINEERS 1996 (LDS)
 HA1769'RECOVERED AS DESCRIBED.
 HA1769
 HA1769                          STATION RECOVERY (1997)
 HA1769
 HA1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HA1769'RECOVERED AS DESCRIBED.
 HA1769
 HA1769                          STATION RECOVERY (1997)
 HA1769
 HA1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HA1769'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF HENDERSON,
 HA1769'10 MI (16.1 KM) EAST-NORTHEAST OF MORGANFIELD AND IN THE CORYDON
 HA1769'CEMETERY.  OWNERSHIP--CORYDON CEMETERY.  CEMETERY IS OVERSEEN BY THE
 HA1769'LOCAL LIONS CLUB, CONTACT IS JAMES ONAN, 421 MAIN STREET, CORYDON KY
 HA1769'42406, PHONE 502-533-6451.  TO REACH THE STATION FROM THE INTERSECTION
 HA1769'OF U.S. HIGHWAY 60 AND STATE ROUTE 145 (7TH STREET) IN CORYDON, GO
 HA1769'SOUTHERLY ON HIGHWAY 60 FOR 0.15 MI (0.24 KM) TO THE SECOND ENTRANCE
 HA1769'INTO THE CEMETERY.  TURN RIGHT AND GO 0.1 MI (0.2 KM) TO A CURVE LEFT
 HA1769'AND THE STATION ON THE RIGHT, AT THE APPROXIMATE POINT OF INTERSECTION
 HA1769'OF THE ROAD EDGES.  THE STATION IS 159.0 FT (48.5 M) NORTHEAST OF AN
 HA1769'18-INCH CEDAR TREE, 41.8 FT (12.7 M) SOUTHEAST OF THE CENTER OF THE
 HA1769'JOSEPH AND RUBY CHANDLER HEADSTONE, 60.0 FT (18.3 M) WEST OF THE BASE
 HA1769'OF THE LARGE BARNETT HEADSTONE, 41.0 FT (12.5 M) NORTH OF THE BASE OF
 HA1769'THE 12 FT (3.7 M) HIGH SPIKED GATES HEADSTONE.  LOGO CAP IS RECESSED
 HA1769'10 CM BELOW GROUND.  TOP OF ROD IS RECESSED 15 CM BELOW GROUND.
 HA1769
 HA1769                          STATION RECOVERY (2001)
 HA1769
 HA1769'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (HE)
 HA1769'RECOVERED IN GOOD CONDITION.
 HA1769
 HA1769                          STATION RECOVERY (2003)
 HA1769
 HA1769'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HA1769'RECOVERED AS DESCRIBED.
 HA1769' 
 HA1769''12 FT HIGH SPIKED GATES HEADSTONE' IN DESCRIPTION READS 'MICHELLE
 HA1769'GATES BRYANT'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2803 ***********************************************************************
 GZ2803  DESIGNATION -  BETH
 GZ2803  PID         -  GZ2803
 GZ2803  STATE/COUNTY-  KY/HARDIN
 GZ2803  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2803
 GZ2803                         *CURRENT SURVEY CONTROL
 GZ2803  ___________________________________________________________________
 GZ2803* NAD 83(1993)-  37 41 12.87466(N)    085 51 57.09385(W)     ADJUSTED  
 GZ2803* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 GZ2803  ___________________________________________________________________
 GZ2803  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 GZ2803  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 GZ2803
 GZ2803  HORZ ORDER  -  THIRD
 GZ2803
 GZ2803.The horizontal coordinates were established by classical geodetic methods
 GZ2803.and adjusted by the National Geodetic Survey in December 1995..
 GZ2803
 GZ2803.The orthometric height was scaled from a topographic map.
 GZ2803
 GZ2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2803
 GZ2803.The geoid height was determined by GEOID03.
 GZ2803
 GZ2803;                    North         East     Units Scale Factor Converg.
 GZ2803;SPC KY1Z     - 1,150,229.517 1,489,781.590   MT  0.99991039   -0 04 16.1
 GZ2803;SPC KY1Z     - 3,773,711.34  4,887,725.10   sFT  0.99991039   -0 04 16.1
 GZ2803;SPC KY S     -   650,220.898   489,781.039   MT  0.99996430   -0 04 13.0
 GZ2803;SPC KY S     - 2,133,266.40  1,606,889.96   sFT  0.99996430   -0 04 13.0
 GZ2803;UTM  16      - 4,171,683.016   599,998.028   MT  0.99972317   +0 41 36.3
 GZ2803
 GZ2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2803!SPC KY1Z     -   0.99996765  x   0.99991039  =   0.99987804
 GZ2803!SPC KY S     -   0.99996765  x   0.99996430  =   0.99993195
 GZ2803!UTM  16      -   0.99996765  x   0.99972317  =   0.99969083
 GZ2803
 GZ2803|---------------------------------------------------------------------|
 GZ2803| PID    Reference Object                     Distance      Geod. Az  |
 GZ2803|                                                           dddmmss.s |
 GZ2803| CG7160 BETH RM 1                            32.160 METERS 11020     |
 GZ2803| GZ2815 AIRWAY BEACON 75 A                  APPROX.10.1 KM 2023505.3 |
 GZ2803| CG7161 BETH RM 2                            21.031 METERS 20930     |
 GZ2803| GZ2805 ELIZABETHTOWN MUNICIPAL SPIPE        10.820 METERS 24211     |
 GZ2803| CG7159 BETH AZ MK                                         3485104.8 |
 GZ2803|---------------------------------------------------------------------|
 GZ2803
 GZ2803                          SUPERSEDED SURVEY CONTROL
 GZ2803
 GZ2803  NAD 83(1986)-  37 41 12.88196(N)    085 51 57.10157(W) AD(       ) 3
 GZ2803  NAD 27      -  37 41 12.64600(N)    085 51 57.23900(W) AD(       ) 3
 GZ2803
 GZ2803.Superseded values are not recommended for survey control.
 GZ2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2803.See file dsdata.txt to determine how the superseded data were derived.
 GZ2803
 GZ2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9999871683(NAD 83)
 GZ2803_MARKER: DS = TRIANGULATION STATION DISK
 GZ2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2803_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GZ2803
 GZ2803  HISTORY     - Date     Condition        Report By
 GZ2803  HISTORY     - 1933     MONUMENTED       CGS
 GZ2803
 GZ2803                          STATION DESCRIPTION
 GZ2803
 GZ2803'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GZ2803'STATION IS ON HILL ON SOUTHWEST SIDE OF ELIZABETHTOWN, ABOUT 0.5
 GZ2803'MILE, AIRLINE FROM HARDIN COUNTY COURTHOUSE. IT IS ON THE PROPERTY
 GZ2803'OF MR. ADAMS NEAR THE MUNICIPAL STANDPIPE. STATION IS 27.4 FEET
 GZ2803'NORTHEAST OF FACE OF STEEL STANDPIPE WITH CIRCUMFERENCE OF 51.0
 GZ2803'FEET AND 189 FEET WEST OF WEST CORNER OF FRAME HOUSE. THE MARK
 GZ2803'PROJECTS 6 INCHES.
 GZ2803'
 GZ2803'TO REACH FROM ELIZABETHTOWN, GO EAST ON DIXIE AVENUE 0.4 MILE TO
 GZ2803'KENNEDY AVENUE, TURN RIGHT ON KENNEDY AVENUE, AND GO 0.3 MILE TO
 GZ2803'FORK OF ROAD. TAKE RIGHT FORK AND FOLLOW MAIN TRAVELLED RIDGE ROAD
 GZ2803'0.6 MILE TO THE STATION.
 GZ2803'
 GZ2803'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GZ2803'DISKS SET IN CONCRETE.
 GZ2803'
 GZ2803'REFERENCE MARK NO.1 IS 1 FOOT NORTH OF WIRE FENCE, AND 98 FEET
 GZ2803'SOUTHWEST OF FRAME HOUSE. REFERENCE MARK NO.2 IS 1 FOOT NORTHEAST
 GZ2803'OF WIRE FENCE AT GATE, 36 FEET SOUTHEAST OF STANDPIPE, AND PROJECTS 8
 GZ2803'INCHES.
 GZ2803'
 GZ2803'AZIMUTH MARK IS 1 FOOT EAST OF WIRE FENCE. 5 FEET NORTH OF FENCE
 GZ2803'CORNER, 89 FEET NORTH OF FRAME BARN AND 155 FEET SOUTHWEST OF
 GZ2803'KNIGHTS OF COLUMBUS HALL. THE MARK PROJECTS 6 INCHES.
 GZ2803'
 GZ2803'77-FOOT TOWER ERECTED. HOWEVER, ALL LIGHTS VISIBLE FROM GROUND.
 GZ2803'
 GZ2803'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2439 ***********************************************************************
 HY2439  DESIGNATION -  BETHEL CHRISTIAN CHURCH SPIRE
 HY2439  PID         -  HY2439
 HY2439  STATE/COUNTY-  KY/BATH
 HY2439  USGS QUAD   -  OWINGSVILLE (1975)
 HY2439
 HY2439                         *CURRENT SURVEY CONTROL
 HY2439  ___________________________________________________________________
 HY2439* NAD 83(1993)-  38 14 38.70360(N)    083 52 05.15307(W)     ADJUSTED  
 HY2439* NAVD 88     -                                                        
 HY2439  ___________________________________________________________________
 HY2439  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 HY2439  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 HY2439
 HY2439  HORZ ORDER  -  THIRD
 HY2439
 HY2439.The horizontal coordinates were established by classical geodetic methods
 HY2439.and adjusted by the National Geodetic Survey in December 1995..
 HY2439
 HY2439
 HY2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2439
 HY2439.The geoid height was determined by GEOID03.
 HY2439
 HY2439;                    North         East     Units Scale Factor Converg.
 HY2439;SPC KY1Z     - 1,213,722.581 1,664,719.277   MT  0.99992548   +1 09 19.5
 HY2439;SPC KY1Z     - 3,982,021.50  5,461,666.49   sFT  0.99992548   +1 09 19.5
 HY2439;SPC KY N     -    82,660.117   533,430.791   MT  0.99996963   +0 14 15.2
 HY2439;SPC KY N     -   271,194.07  1,750,097.52   sFT  0.99996963   +0 14 15.2
 HY2439;UTM  17      - 4,236,787.857   249,000.834   MT  1.00037596   -1 46 34.7
 HY2439
 HY2439                          SUPERSEDED SURVEY CONTROL
 HY2439
 HY2439  NAD 83(1986)-  38 14 38.71059(N)    083 52 05.16075(W) AD(       ) 4
 HY2439  NAD 27      -  38 14 38.43300(N)    083 52 05.43900(W) AD(       ) 3
 HY2439
 HY2439.Superseded values are not recommended for survey control.
 HY2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2439.See file dsdata.txt to determine how the superseded data were derived.
 HY2439
 HY2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4900136788(NAD 83)
 HY2439_MARKER: 90 = CHURCH SPIRE
 HY2439
 HY2439  HISTORY     - Date     Condition        Report By
 HY2439  HISTORY     - 1954     FIRST OBSERVED   CGS
 HY2439
 HY2439                          STATION DESCRIPTION
 HY2439
 HY2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2439'STATION IS THE CENTER OF THE TOP OF THE SPIRE OF THE BETHEL CHRISTIAN
 HY2439'CHURCH, LOCATED ABOUT 75 FEET SOUTH OF STATE HIGHWAY 36 IN THE
 HY2439'SOUTHWEST SECTION OF BETHEL.  THE SPIRE IS A WOODEN STRUCTURE ABOUT
 HY2439'50 FEET HIGH, IS COVERED WITH TIN ROOFING AND IS PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2069 ***********************************************************************
 HZ2069  DESIGNATION -  BETHLEHEM
 HZ2069  PID         -  HZ2069
 HZ2069  STATE/COUNTY-  KY/HENRY
 HZ2069  USGS QUAD   -  FRANKLINTON (1987)
 HZ2069
 HZ2069                         *CURRENT SURVEY CONTROL
 HZ2069  ___________________________________________________________________
 HZ2069* NAD 83(1993)-  38 23 59.74710(N)    085 04 04.43409(W)     ADJUSTED  
 HZ2069* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 HZ2069  ___________________________________________________________________
 HZ2069  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 HZ2069  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ2069
 HZ2069  HORZ ORDER  -  THIRD
 HZ2069
 HZ2069.The horizontal coordinates were established by classical geodetic methods
 HZ2069.and adjusted by the National Geodetic Survey in December 1995..
 HZ2069
 HZ2069.The orthometric height was scaled from a topographic map.
 HZ2069
 HZ2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2069
 HZ2069.The geoid height was determined by GEOID03.
 HZ2069
 HZ2069;                    North         East     Units Scale Factor Converg.
 HZ2069;SPC KY1Z     - 1,229,577.546 1,559,580.134   MT  0.99994660   +0 25 07.6
 HZ2069;SPC KY1Z     - 4,034,039.00  5,116,722.49   sFT  0.99994660   +0 25 07.6
 HZ2069;SPC KY N     -   100,206.664   428,557.458   MT  0.99996277   -0 30 31.6
 HZ2069;SPC KY N     -   328,761.36  1,406,025.59   sFT  0.99996277   -0 30 31.6
 HZ2069;UTM  16      - 4,251,956.906   668,715.370   MT  0.99995056   +1 12 01.4
 HZ2069
 HZ2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2069!SPC KY1Z     -   0.99996450  x   0.99994660  =   0.99991110
 HZ2069!SPC KY N     -   0.99996450  x   0.99996277  =   0.99992727
 HZ2069!UTM  16      -   0.99996450  x   0.99995056  =   0.99991506
 HZ2069
 HZ2069:                Primary Azimuth Mark                     Grid Az
 HZ2069:SPC KY1Z     -  BETHLEHEM AZ MK                          055 18 40.2
 HZ2069:SPC KY N     -  BETHLEHEM AZ MK                          056 14 19.4
 HZ2069:UTM  16      -  BETHLEHEM AZ MK                          054 31 46.4
 HZ2069
 HZ2069|---------------------------------------------------------------------|
 HZ2069| PID    Reference Object                     Distance      Geod. Az  |
 HZ2069|                                                           dddmmss.s |
 HZ2069| CG7166 BETHLEHEM AZ MK                                    0554347.8 |
 HZ2069| CG7167 BETHLEHEM RM 1                       22.796 METERS 22950     |
 HZ2069| CG7168 BETHLEHEM RM 2                       22.354 METERS 32121     |
 HZ2069|---------------------------------------------------------------------|
 HZ2069
 HZ2069                          SUPERSEDED SURVEY CONTROL
 HZ2069
 HZ2069  NAD 83(1986)-  38 23 59.75071(N)    085 04 04.44199(W) AD(       ) 3
 HZ2069  NAD 27      -  38 23 59.50900(N)    085 04 04.61100(W) AD(       ) 3
 HZ2069
 HZ2069.Superseded values are not recommended for survey control.
 HZ2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2069.See file dsdata.txt to determine how the superseded data were derived.
 HZ2069
 HZ2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6871551957(NAD 83)
 HZ2069_MARKER: DS = TRIANGULATION STATION DISK
 HZ2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2069
 HZ2069  HISTORY     - Date     Condition        Report By
 HZ2069  HISTORY     - 1949     MONUMENTED       CGS
 HZ2069
 HZ2069                          STATION DESCRIPTION
 HZ2069
 HZ2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2069'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF BETHLEHEM ON PROPERTY
 HZ2069'OWNED BY MR. J.R. KELLEY. IT IS 230 FEET NORTHEAST OF THE CENTER
 HZ2069'OF A GRAVEL ROAD, 6 FEET NORTHEAST OF A WHITE WITNESS POST AND 2 FEET
 HZ2069'NORTHWEST OF A FENCE LINE. THE MARK IS ABOUT 12 INCHES BELOW
 HZ2069'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BETHLEHEM 1949.
 HZ2069'
 HZ2069'REFERENCE MARK NO. 1 IS 1 FOOT NORTHWEST OF A FENCE LINE. THE MARK
 HZ2069'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BETHLEHEM NO 1 1949.
 HZ2069'
 HZ2069'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHEAST OF A FENCE LINE. THE MARK
 HZ2069'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED BETHLEHEM NO 2 1949.
 HZ2069'
 HZ2069'AZIMUTH MARK IS 54 FEET EAST OF THE CENTER OF STATE HIGHWAY 22, 34
 HZ2069'FEET NORTH OF A FARM ROAD, 18 FEET NORTHWEST OF A POWER LINE
 HZ2069'POLE, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE
 HZ2069'LINE. THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS
 HZ2069'STAMPED BETHLEHEM 1949.
 HZ2069'
 HZ2069'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 37 IN
 HZ2069'NORTH PLEASUREVILLE, GO NORTHEAST ON HIGHWAY 22 FOR 3.75 MILES
 HZ2069'TO THE CROSSROADS IN BETHLEHEM TURN RIGHT AND GO SOUTH ON PAVED
 HZ2069'STREET AND GRAVEL ROAD FOR 0.8 MILE TO A GATE ON THE LEFT, TURN
 HZ2069'LEFT THROUGH GATE AND GO NORTHEAST THROUGH FARM LOT TO TOP OF HILL
 HZ2069'AND STATION NEAR FENCE LINE AS DESCRIBED.
 HZ2069'
 HZ2069'TO REACH THE AZIMUTH MARK FROM THIS POINT GO NORTHEAST ON HIGHWAY 22
 HZ2069'FOR 0.9 MILE TO FARM ROAD RIGHT AND MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1479 ***********************************************************************
 HA1479  DESIGNATION -  BETTY
 HA1479  PID         -  HA1479
 HA1479  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1479  USGS QUAD   -  FORDSVILLE (1953)
 HA1479
 HA1479                         *CURRENT SURVEY CONTROL
 HA1479  ___________________________________________________________________
 HA1479* NAD 83(1993)-  37 43 47.57339(N)    086 38 07.14458(W)     ADJUSTED  
 HA1479* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 HA1479  ___________________________________________________________________
 HA1479  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 HA1479  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HA1479
 HA1479  HORZ ORDER  -  FIRST
 HA1479
 HA1479.The horizontal coordinates were established by classical geodetic methods
 HA1479.and adjusted by the National Geodetic Survey in December 1995..
 HA1479
 HA1479.The orthometric height was scaled from a topographic map.
 HA1479
 HA1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1479
 HA1479.The geoid height was determined by GEOID03.
 HA1479
 HA1479;                    North         East     Units Scale Factor Converg.
 HA1479;SPC KY1Z     - 1,155,362.385 1,421,964.329   MT  0.99990820   -0 32 36.8
 HA1479;SPC KY1Z     - 3,790,551.42  4,665,227.97   sFT  0.99990820   -0 32 36.8
 HA1479;SPC KY S     -   655,349.619   421,959.540   MT  0.99996919   -0 32 12.9
 HA1479;SPC KY S     - 2,150,092.88  1,384,378.92   sFT  0.99996919   -0 32 12.9
 HA1479;UTM  16      - 4,175,908.083   532,135.250   MT  0.99961272   +0 13 23.4
 HA1479
 HA1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1479!SPC KY1Z     -   0.99996792  x   0.99990820  =   0.99987613
 HA1479!SPC KY S     -   0.99996792  x   0.99996919  =   0.99993711
 HA1479!UTM  16      -   0.99996792  x   0.99961272  =   0.99958066
 HA1479
 HA1479:                Primary Azimuth Mark                     Grid Az
 HA1479:SPC KY1Z     -  BETTY AZ MK                              005 17 29.8
 HA1479:SPC KY S     -  BETTY AZ MK                              005 17 05.9
 HA1479:UTM  16      -  BETTY AZ MK                              004 31 29.6
 HA1479
 HA1479|---------------------------------------------------------------------|
 HA1479| PID    Reference Object                     Distance      Geod. Az  |
 HA1479|                                                           dddmmss.s |
 HA1479| CG7169 BETTY AZ MK                                        0044453.0 |
 HA1479| CG7170 BETTY RM 1                           28.246 METERS 08714     |
 HA1479| HA1483 TT 45 K                              14.426 METERS 35826     |
 HA1479|---------------------------------------------------------------------|
 HA1479
 HA1479                          SUPERSEDED SURVEY CONTROL
 HA1479
 HA1479  NAD 83(1986)-  37 43 47.58158(N)    086 38 07.15018(W) AD(       ) 1
 HA1479  NAD 27      -  37 43 47.38600(N)    086 38 07.20900(W) AD(       ) 1
 HA1479
 HA1479.Superseded values are not recommended for survey control.
 HA1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1479.See file dsdata.txt to determine how the superseded data were derived.
 HA1479
 HA1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3213575908(NAD 83)
 HA1479_MARKER: DS = TRIANGULATION STATION DISK
 HA1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1479
 HA1479  HISTORY     - Date     Condition        Report By
 HA1479  HISTORY     - 1950     MONUMENTED       CGS
 HA1479
 HA1479                          STATION DESCRIPTION
 HA1479
 HA1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1479'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF FORDSVILLE ON PROPERTY
 HA1479'OWNED BY MR. GEORGE BETTY. IT IS 38 FEET NORTHEAST OF THE
 HA1479'INTERSECTION OF TWO DIRT ROADS, 34 FEET WEST OF THE CENTER OF A DIRT
 HA1479'ROAD, 24 FEET EAST OF THE CENTER OF A DIRT ROAD AND 6 FEET NORTH OF
 HA1479'A WHITE WITNESS POST. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HA1479'STAMPED BETTY 1950.
 HA1479'
 HA1479'REFERENCE MARK NO. 1 IS 15 FEET SOUTHEAST OF THE INTERSECTION OF TWO
 HA1479'DIRT ROADS AND 2 FEET SOUTH OF A 8 INCH HICKORY TREE. THE MARK
 HA1479'PROJECTS 4 INCHES AND THE DISK IS STAMPED BETTY NO 1 1950.
 HA1479'
 HA1479'TT NO. 45-K (USGS) BM WAS USED AS A REFERENCE MARK. IT IS 74 FEET NE
 HA1479'OF THE INTERSECTION OF TWO DIRT ROADS, 64 FEET SOUTHEAST
 HA1479'OF THE INTERSECTION OF TWO DIRT ROADS AND 18 FEET EAST OF THE CENTER
 HA1479'OF A DIRT ROAD. THE MARK IS A 6X6 INCH CONCRETE POST WHICH PROJECTS 4
 HA1479'INCHES WITH A STANDARD BRONZE USGS BENCH MARK DISK ATOP STAMPED TT
 HA1479'STA NO 45-K 1928.
 HA1479'
 HA1479'AZIMUTH MARK IS ABOUT 450 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 HA1479'MR. GEORGE BETTYS HOUSE, 1 FOOT SOUTHWEST OF THE SOUTHWEST CORNER
 HA1479'OF BARN AND 1 FOOT NORTHWEST OF A WHITE WITNESS POST. THE MARK
 HA1479'PROJECTS 2 INCHES AND THE DISK IS STAMPED BETTY 1950.
 HA1479'
 HA1479'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 54 AND
 HA1479'NO. 69 IN FORDSVILLE, GO WEST ON STATE HIGHWAY NO.  54 FOR 0.4 MILE
 HA1479'TO A GRAVEL T-ROAD RIGHT, TURN RIGHT ON GRAVEL ROAD AND GO NORTH FOR
 HA1479'6.25 MILES TO A CROSSROAD IN THE VILLAGE OF EASTON, TURN RIGHT AND
 HA1479'GO EAST FOR 1.65 MILE TO A DIRT CROSSROAD, TURN LEFT ON DIRT ROAD AND
 HA1479'GO NORTH FOR 2.35 MILES TO A FORK IN ROAD AND THE STATION AS
 HA1479'DESCRIBED.
 HA1479'
 HA1479'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON DIRT ROAD FOR
 HA1479'0.2 MILE TO MR. GEORGE BETTYS BARN AND THE AZIMUTH MARK AS
 HA1479'DESCRIBED.
 HA1479'
 HA1479'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0045 ***********************************************************************
 GB0045  DESIGNATION -  BEULAH
 GB0045  PID         -  GB0045
 GB0045  STATE/COUNTY-  KY/MCCREARY
 GB0045  USGS QUAD   -  WIBORG (1981)
 GB0045
 GB0045                         *CURRENT SURVEY CONTROL
 GB0045  ___________________________________________________________________
 GB0045* NAD 83(1993)-  36 48 26.92011(N)    084 28 59.97878(W)     ADJUSTED  
 GB0045* NAVD 88     -       421.597  (meters)    1383.19   (feet)  ADJUSTED  
 GB0045  ___________________________________________________________________
 GB0045  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 GB0045  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GB0045  DYNAMIC HT  -         421.264 (meters)    1382.10  (feet)  COMP
 GB0045  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 GB0045
 GB0045  HORZ ORDER  -  THIRD
 GB0045  VERT ORDER  -  FIRST     CLASS I
 GB0045
 GB0045.The horizontal coordinates were established by classical geodetic methods
 GB0045.and adjusted by the National Geodetic Survey in December 1995..
 GB0045
 GB0045.The orthometric height was determined by differential leveling
 GB0045.and adjusted by the National Geodetic Survey in June 1991..
 GB0045
 GB0045.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0045
 GB0045.The geoid height was determined by GEOID03.
 GB0045
 GB0045.The dynamic height is computed by dividing the NAVD 88
 GB0045.geopotential number by the normal gravity value computed on the
 GB0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0045.degrees latitude (g = 980.6199 gals.).
 GB0045
 GB0045.The modeled gravity was interpolated from observed gravity values.
 GB0045
 GB0045;                    North         East     Units Scale Factor Converg.
 GB0045;SPC KY1Z     - 1,053,391.459 1,613,037.547   MT  1.00007742   +0 46 39.7
 GB0045;SPC KY1Z     - 3,456,001.81  5,292,107.35   sFT  1.00007742   +0 46 39.7
 GB0045;SPC KY S     -   553,375.257   613,027.453   MT  0.99998737   +0 46 05.5
 GB0045;SPC KY S     - 1,815,531.99  2,011,240.90   sFT  0.99998737   +0 46 05.5
 GB0045;UTM  16      - 4,076,470.794   724,507.466   MT  1.00022100   +1 30 30.4
 GB0045
 GB0045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0045!SPC KY1Z     -   0.99993842  x   1.00007742  =   1.00001584
 GB0045!SPC KY S     -   0.99993842  x   0.99998737  =   0.99992579
 GB0045!UTM  16      -   0.99993842  x   1.00022100  =   1.00015941
 GB0045
 GB0045|---------------------------------------------------------------------|
 GB0045| PID    Reference Object                     Distance      Geod. Az  |
 GB0045|                                                           dddmmss.s |
 GB0045| DB8736 BEULAH RM 1                          32.007 METERS 08419     |
 GB0045| GB0048 BEULAH AZ MK                                       1114805.9 |
 GB0045| GB2520 NEW LIBERTY                         APPROX.14.0 KM 1153110.7 |
 GB0045| DB8737 BEULAH RM 2                          21.991 METERS 35140     |
 GB0045|---------------------------------------------------------------------|
 GB0045
 GB0045                          SUPERSEDED SURVEY CONTROL
 GB0045
 GB0045  NAD 83(1986)-  36 48 26.92878(N)    084 28 59.98230(W) AD(       ) 3
 GB0045  NAD 27      -  36 48 26.65200(N)    084 29 00.19900(W) AD(       ) 3
 GB0045  NGVD 29 (??/??/92)  421.742  (m)         1383.67   (f) ADJ UNCH    1 1
 GB0045
 GB0045.Superseded values are not recommended for survey control.
 GB0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0045.See file dsdata.txt to determine how the superseded data were derived.
 GB0045
 GB0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2450776471(NAD 83)
 GB0045_MARKER: DS = TRIANGULATION STATION DISK
 GB0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0045_STAMPING: BEULAH 1950
 GB0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0045+STABILITY: SURFACE MOTION
 GB0045
 GB0045  HISTORY     - Date     Condition        Report By
 GB0045  HISTORY     - 1950     MONUMENTED       CGS
 GB0045  HISTORY     - 1968     GOOD             CGS
 GB0045  HISTORY     - 1968     GOOD             NGS
 GB0045  HISTORY     - 1980     GOOD             NGS
 GB0045
 GB0045                          STATION DESCRIPTION
 GB0045
 GB0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB0045'STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF WHITLEY CITY AND
 GB0045'ABOUT 2-1/2 MILES WEST OF
 GB0045'THE BEULAH HEIGHTS ORPHANAGE ON LAND OWNED BY THE
 GB0045'CUMBERLAND NATIONAL FOREST.  IT
 GB0045'IS 30 FEET NORTHWEST OF AN 18 INCH
 GB0045'OAK TREE, 29 FEET SOUTH OF CENTER OF A GRAVEL ROAD
 GB0045'AND 7 FEET SOUTH
 GB0045'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GB0045'DISK IS STAMPED BEULAH 1950.
 GB0045'
 GB0045'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF CENTER OF GRAVEL ROAD.  THE
 GB0045'MARK IS FLUSH WITH THE
 GB0045'GROUND AND THE DISK IS STAMPED BEULAH NO 1 1950.
 GB0045'
 GB0045'REFERENCE MARK NO. 2 IS 37 FEET NORTH OF CENTER OF GRAVEL ROAD.  THE
 GB0045'MARK IS FLUSH WITH THE
 GB0045'GROUND AND THE DISK IS STAMPED BEULAH NO 2 1950.
 GB0045'
 GB0045'AZIMUTH MARK IS 31 FEET NORTHEAST OF CENTER OF GRAVEL ROAD AND 2 FEET
 GB0045'SOUTHEAST OF A WHITE WITNESS
 GB0045'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GB0045'DISK IS STAMPED BEULAH 1950.
 GB0045'
 GB0045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 GB0045'HIGHWAY 90 AT PARKERS LAKE,
 GB0045'GO SOUTH ON HIGHWAY 27 FOR 2.55 MILES TO A CROSSROAD
 GB0045'AND SIGN BEULAH HEIGHTS ORPHANAGE 3
 GB0045'MILES.  TURN LEFT ON GRAVEL ROAD
 GB0045'AND GO 0.3 MILE TO STATION ON RIGHT AS DESCRIBED.
 GB0045'CONTINUE ON GRAVEL
 GB0045'ROAD FOR 0.15 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 GB0045'
 GB0045'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GB0045
 GB0045                          STATION RECOVERY (1968)
 GB0045
 GB0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 GB0045'THE STATION MARK, STAMPED BEULAH 1950, IS ABOUT 2.4 MILES SOUTH ALONG
 GB0045'U. S. HIGHWAY 27 FROM THE FIRST MISSIONARY BAPTIST CHURCH AT PARKERS
 GB0045'LAKE, THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 1045, 27 FEET SOUTH
 GB0045'OF THE CENTERLINE OF THE HIGHWAY, 85 YARDS SOUTH AND ACROSS THE
 GB0045'HIGHWAY FROM THE SOUTHEAST STEEL LEG OF A MICROWAVE TOWER WHICH
 GB0045'IS 288 FEET TALL, 18 FEET WEST OF THE CENTERLINE OF A TRAIL ROAD, 61
 GB0045'FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM A POWER POLE, 1.4 FEET
 GB0045'SOUTH OF A METAL WITNESS POST, ABOUT 1-1/2 FEET BELOW THE LEVEL OF
 GB0045'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 GB0045'INCHES.
 GB0045'
 GB0045'R. M. 1 AND R. M. 2 WERE BOTH FOUND DESTROYED AND THE DISK WAS
 GB0045'RECOVERED.
 GB0045'
 GB0045'R. M. 3, STAMPED BEULAH 1950 NO 3 1968, IS 112.02 FEET NORTHEAST AND
 GB0045'ACROSS THE HIGHWAY FROM THE STATION MARK, 44 FEET NORTH OF THE
 GB0045'CENTERLINE OF THE HIGHWAY, 70 YARDS SOUTHEAST OF THE SOUTHEAST
 GB0045'STEEL LEG OF A MICROWAVE TOWER WHICH IS 288 FEET TALL, 42 FEET EAST
 GB0045'OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 60 FEET EAST AND ACROSS
 GB0045'THE DRIVEWAY FROM A POWER POLE, 1.6 FEET EAST OF A METAL WITNESS
 GB0045'POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 GB0045'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 GB0045'
 GB0045'R. M. 4, STAMPED BEULAH 1950 NO 4 1968, IS 72.00 FEET NORTHWEST AND
 GB0045'ACROSS THE HIGHWAY FROM THE STATION MARK, 34 FEET NORTH OF THE
 GB0045'CENTERLINE OF THE HIGHWAY, 65 YARDS SOUTH OF THE SOUTHEAST STEEL
 GB0045'LEG OF A MICROWAVE TOWER WHICH IS 288 FEET TALL, 84 FEET WEST OF
 GB0045'THE CENTERLINE OF A PRIVATE DRIVEWAY, 68 FEET WEST OF A POWER
 GB0045'POLE, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 GB0045'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GB0045'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 GB0045'
 GB0045'THE AZIMUTH MARK, STAMPED BEULAH 1950, IS 0.15 MILE EAST OF THE
 GB0045'STATION MARK, NEAR THE MIDDLE AND ON THE OUTSIDE OF A SLIGHT CURVE
 GB0045'IN STATE HIGHWAY 1045, 0.15 MILE EAST OF A MICROWAVE TOWER WHICH IS
 GB0045'288 FEET TALL, 28-1/2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GB0045'49 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A HIGHWAY SIGN, 73 FEET
 GB0045'NORTHWEST AND ACROSS THE HIGHWAY FROM A POWER POLE, 2.0 FEET
 GB0045'NORTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 GB0045'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 GB0045'INCHES.
 GB0045'
 GB0045'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.7 MILES SOUTH.
 GB0045
 GB0045                          STATION RECOVERY (1968)
 GB0045
 GB0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0045'2.7 MI S FROM PARKERS LAKE.
 GB0045'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0045'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, THENCE 0.3 MILE EAST
 GB0045'ALONG STATE HIGHWAY 1045, 27 FEET SOUTH OF THE CENTERLINE OF THE
 GB0045'HIGHWAY, 85 YARDS SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTHEAST
 GB0045'STEEL LEG OF A MICROWAVE TOWER WHICH IS 288 FEET TALL, 18 FEET
 GB0045'WEST OF THE CENTERLINE OF A TRAIL ROAD, 61 FEET SOUTHWEST AND
 GB0045'ACROSS THE HIGHWAY FROM A POWER POLE, 112.02 FEET SOUTHWEST AND
 GB0045'ACROSS THE HIGHWAY FROM BEULAH R.M. 3, 72.00 FEET SOUTHEAST AND
 GB0045'ACROSS THE HIGHWAY FROM BEULAH R.M. 4, 0.15 MILE WEST OF BEULAH
 GB0045'1950 AZIMUTH, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 GB0045'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 GB0045'OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 GB0045
 GB0045                          STATION RECOVERY (1980)
 GB0045
 GB0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB0045'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 3 WERE FOUND IN
 GB0045'GOOD CONDITION.  THE 1968 DESCRIPTION WAS NOT AVAILABLE AT THIS TIME
 GB0045'AND NO OTHER MARKS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0048 ***********************************************************************
 GB0048  DESIGNATION -  BEULAH AZ MK
 GB0048  PID         -  GB0048
 GB0048  STATE/COUNTY-  KY/MCCREARY
 GB0048  USGS QUAD   -  WIBORG (1981)
 GB0048
 GB0048                         *CURRENT SURVEY CONTROL
 GB0048  ___________________________________________________________________
 GB0048* NAD 83(1986)-  36 48 29.     (N)    084 29 04.     (W)     SCALED    
 GB0048* NAVD 88     -       411.473  (meters)    1349.97   (feet)  ADJUSTED  
 GB0048  ___________________________________________________________________
 GB0048  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB0048  DYNAMIC HT  -         411.148 (meters)    1348.91  (feet)  COMP
 GB0048  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 GB0048
 GB0048  VERT ORDER  -  FIRST     CLASS I
 GB0048
 GB0048.The horizontal coordinates were scaled from a topographic map and have
 GB0048.an estimated accuracy of +/- 6 seconds.
 GB0048
 GB0048.The orthometric height was determined by differential leveling
 GB0048.and adjusted by the National Geodetic Survey in June 1991..
 GB0048
 GB0048.The geoid height was determined by GEOID03.
 GB0048
 GB0048.The dynamic height is computed by dividing the NAVD 88
 GB0048.geopotential number by the normal gravity value computed on the
 GB0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0048.degrees latitude (g = 980.6199 gals.).
 GB0048
 GB0048.The modeled gravity was interpolated from observed gravity values.
 GB0048
 GB0048;                    North         East    Units  Estimated Accuracy
 GB0048;SPC KY1Z     - 1,053,450.    1,612,940.      MT  (+/- 180 meters Scaled)
 GB0048
 GB0048                          SUPERSEDED SURVEY CONTROL
 GB0048
 GB0048  NGVD 29 (??/??/92)  411.618  (m)         1350.45   (f) ADJ UNCH    1 1
 GB0048
 GB0048.Superseded values are not recommended for survey control.
 GB0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0048.See file dsdata.txt to determine how the superseded data were derived.
 GB0048
 GB0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF244765(NAD 83)
 GB0048_MARKER: DZ = AZIMUTH MARK DISK
 GB0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0048_STAMPING: BEULAH 1950
 GB0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0048+STABILITY: SURFACE MOTION
 GB0048
 GB0048  HISTORY     - Date     Condition        Report By
 GB0048  HISTORY     - 1950     MONUMENTED       CGS
 GB0048  HISTORY     - 1968     GOOD             NGS
 GB0048
 GB0048                          STATION DESCRIPTION
 GB0048
 GB0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0048'2.8 MI S FROM PARKERS LAKE.
 GB0048'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0048'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, THENCE 0.45 MILE EAST
 GB0048'ALONG STATE HIGHWAY 1045, NEAR THE MIDDLE AND ON THE OUTSIDE OF A
 GB0048'SLIGHT CURVE IN THE HIGHWAY, 0.15 MILE EAST OF A MICROWAVE TOWER
 GB0048'WHICH IS 288 FEET TALL, 28 1/2 FEET NORTH OF THE CENTERLINE OF
 GB0048'THE HIGHWAY, 49 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A
 GB0048'HIGHWAY SIGN, 73 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A
 GB0048'POWER POLE, 0.15 MILE EAST OF TRIANGULATION STATION BEULAH 1950,
 GB0048'2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 GB0048'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GB0048'WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0047 ***********************************************************************
 GB0047  DESIGNATION -  BEULAH RM 3
 GB0047  PID         -  GB0047
 GB0047  STATE/COUNTY-  KY/MCCREARY
 GB0047  USGS QUAD   -  WIBORG (1981)
 GB0047
 GB0047                         *CURRENT SURVEY CONTROL
 GB0047  ___________________________________________________________________
 GB0047* NAD 83(1986)-  36 48 36.     (N)    084 29 09.     (W)     SCALED    
 GB0047* NAVD 88     -       423.742  (meters)    1390.23   (feet)  ADJUSTED  
 GB0047  ___________________________________________________________________
 GB0047  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB0047  DYNAMIC HT  -         423.407 (meters)    1389.13  (feet)  COMP
 GB0047  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 GB0047
 GB0047  VERT ORDER  -  FIRST     CLASS I
 GB0047
 GB0047.The horizontal coordinates were scaled from a topographic map and have
 GB0047.an estimated accuracy of +/- 6 seconds.
 GB0047
 GB0047.The orthometric height was determined by differential leveling
 GB0047.and adjusted by the National Geodetic Survey in June 1991..
 GB0047
 GB0047.The geoid height was determined by GEOID03.
 GB0047
 GB0047.The dynamic height is computed by dividing the NAVD 88
 GB0047.geopotential number by the normal gravity value computed on the
 GB0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0047.degrees latitude (g = 980.6199 gals.).
 GB0047
 GB0047.The modeled gravity was interpolated from observed gravity values.
 GB0047
 GB0047;                    North         East    Units  Estimated Accuracy
 GB0047;SPC KY1Z     - 1,053,670.    1,612,810.      MT  (+/- 180 meters Scaled)
 GB0047
 GB0047                          SUPERSEDED SURVEY CONTROL
 GB0047
 GB0047  NGVD 29 (??/??/92)  423.887  (m)         1390.70   (f) ADJ UNCH    1 1
 GB0047
 GB0047.Superseded values are not recommended for survey control.
 GB0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0047.See file dsdata.txt to determine how the superseded data were derived.
 GB0047
 GB0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF242767(NAD 83)
 GB0047_MARKER: DR = REFERENCE MARK DISK
 GB0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0047_STAMPING: BEULAH 1950 NO 3 1968
 GB0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0047+STABILITY: SURFACE MOTION
 GB0047
 GB0047  HISTORY     - Date     Condition        Report By
 GB0047  HISTORY     - 1968     MONUMENTED       CGS
 GB0047
 GB0047                          STATION DESCRIPTION
 GB0047
 GB0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0047'2.7 MI S FROM PARKERS LAKE.
 GB0047'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0047'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, THENCE 0.3 MILE EAST
 GB0047'ALONG STATE HIGHWAY 1045, 44 FEET NORTH OF THE CENTERLINE OF THE
 GB0047'HIGHWAY, 70 YARDS SOUTHEAST OF THE SOUTHEAST STEEL LEG OF A
 GB0047'MICROWAVE TOWER WHICH IS 288 FEET TALL, 42 FEET EAST OF THE
 GB0047'CENTERLINE OF A PRIVATE DRIVEWAY, 60 FEET EAST AND ACROSS THE
 GB0047'DRIVEWAY FROM A POWER POLE, 112.02 FEET NORTHEAST AND ACROSS THE
 GB0047'HIGHWAY FROM TRIANGULATION STATION BEULAH 1950, 1.6 FEET EAST OF
 GB0047'A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 GB0047'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0046 ***********************************************************************
 GB0046  DESIGNATION -  BEULAH RM 4
 GB0046  PID         -  GB0046
 GB0046  STATE/COUNTY-  KY/MCCREARY
 GB0046  USGS QUAD   -  WIBORG (1981)
 GB0046
 GB0046                         *CURRENT SURVEY CONTROL
 GB0046  ___________________________________________________________________
 GB0046* NAD 83(1986)-  36 48 36.     (N)    084 29 09.     (W)     SCALED    
 GB0046* NAVD 88     -       423.643  (meters)    1389.90   (feet)  ADJUSTED  
 GB0046  ___________________________________________________________________
 GB0046  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB0046  DYNAMIC HT  -         423.309 (meters)    1388.81  (feet)  COMP
 GB0046  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 GB0046
 GB0046  VERT ORDER  -  FIRST     CLASS I
 GB0046
 GB0046.The horizontal coordinates were scaled from a topographic map and have
 GB0046.an estimated accuracy of +/- 6 seconds.
 GB0046
 GB0046.The orthometric height was determined by differential leveling
 GB0046.and adjusted by the National Geodetic Survey in June 1991..
 GB0046
 GB0046.The geoid height was determined by GEOID03.
 GB0046
 GB0046.The dynamic height is computed by dividing the NAVD 88
 GB0046.geopotential number by the normal gravity value computed on the
 GB0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0046.degrees latitude (g = 980.6199 gals.).
 GB0046
 GB0046.The modeled gravity was interpolated from observed gravity values.
 GB0046
 GB0046;                    North         East    Units  Estimated Accuracy
 GB0046;SPC KY1Z     - 1,053,670.    1,612,810.      MT  (+/- 180 meters Scaled)
 GB0046
 GB0046                          SUPERSEDED SURVEY CONTROL
 GB0046
 GB0046  NGVD 29 (??/??/92)  423.789  (m)         1390.38   (f) ADJ UNCH    1 1
 GB0046
 GB0046.Superseded values are not recommended for survey control.
 GB0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0046.See file dsdata.txt to determine how the superseded data were derived.
 GB0046
 GB0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF242767(NAD 83)
 GB0046_MARKER: DR = REFERENCE MARK DISK
 GB0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0046_STAMPING: BEULAH 1950 NO 4 1968
 GB0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0046+STABILITY: SURFACE MOTION
 GB0046
 GB0046  HISTORY     - Date     Condition        Report By
 GB0046  HISTORY     - 1968     MONUMENTED       CGS
 GB0046
 GB0046                          STATION DESCRIPTION
 GB0046
 GB0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0046'2.7 MI S FROM PARKERS LAKE.
 GB0046'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0046'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, THENCE 0.3 MILE EAST
 GB0046'ALONG STATE HIGHWAY 1045, 34 FEET NORTH OF THE CENTERLINE OF THE
 GB0046'HIGHWAY, 65 YARDS SOUTH OF THE SOUTHEAST STEEL LEG OF A MICROWAVE
 GB0046'TOWER WHICH IS 288 FEET TALL, 84 FEET WEST OF THE CENTERLINE
 GB0046'OF A PRIVATE DRIVEWAY, 68 FEET WEST OF A POWER POLE, 72.00 FEET
 GB0046'NORTHWEST AND ACROSS THE HIGHWAY FROM TRIANGULATION STATION
 GB0046'BEULAH 1950, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 3 FEET
 GB0046'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 GB0046'POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1311 ***********************************************************************
 HA1311  DESIGNATION -  BEWLEYVILLE
 HA1311  PID         -  HA1311
 HA1311  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1311  USGS QUAD   -  BIG SPRING (1991)
 HA1311
 HA1311                         *CURRENT SURVEY CONTROL
 HA1311  ___________________________________________________________________
 HA1311* NAD 83(1993)-  37 49 32.22798(N)    086 13 49.75219(W)     ADJUSTED  
 HA1311* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 HA1311  ___________________________________________________________________
 HA1311  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 HA1311  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HA1311
 HA1311  HORZ ORDER  -  SECOND
 HA1311
 HA1311.The horizontal coordinates were established by classical geodetic methods
 HA1311.and adjusted by the National Geodetic Survey in December 1995..
 HA1311
 HA1311.The orthometric height was scaled from a topographic map.
 HA1311
 HA1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1311
 HA1311.The geoid height was determined by GEOID03.
 HA1311
 HA1311;                    North         East     Units Scale Factor Converg.
 HA1311;SPC KY1Z     - 1,165,726.237 1,457,702.124   MT  0.99990533   -0 17 42.0
 HA1311;SPC KY1Z     - 3,824,553.50  4,782,477.72   sFT  0.99990533   -0 17 42.0
 HA1311;SPC KY S     -   665,717.381   457,698.871   MT  0.99998212   -0 17 29.0
 HA1311;SPC KY S     - 2,184,107.77  1,501,633.71   sFT  0.99998212   -0 17 29.0
 HA1311;UTM  16      - 4,186,746.260   567,721.387   MT  0.99965649   +0 28 18.9
 HA1311
 HA1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1311!SPC KY1Z     -   0.99996352  x   0.99990533  =   0.99986885
 HA1311!SPC KY S     -   0.99996352  x   0.99998212  =   0.99994564
 HA1311!UTM  16      -   0.99996352  x   0.99965649  =   0.99962002
 HA1311
 HA1311|---------------------------------------------------------------------|
 HA1311| PID    Reference Object                     Distance      Geod. Az  |
 HA1311|                                                           dddmmss.s |
 HA1311| CG7172 BEWLEYVILLE RM 1                                   14717     |
 HA1311| CG7173 BEWLEYVILLE RM 2                                   22629     |
 HA1311| CG7171 BEWLEYVILLE AZ MK                                  3281647.4 |
 HA1311|---------------------------------------------------------------------|
 HA1311
 HA1311                          SUPERSEDED SURVEY CONTROL
 HA1311
 HA1311  NAD 83(1986)-  37 49 32.23597(N)    086 13 49.75773(W) AD(       ) 2
 HA1311  NAD 27      -  37 49 32.00500(N)    086 13 49.85900(W) AD(       ) 2
 HA1311
 HA1311.Superseded values are not recommended for survey control.
 HA1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1311.See file dsdata.txt to determine how the superseded data were derived.
 HA1311
 HA1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6772186746(NAD 83)
 HA1311_MARKER: DS = TRIANGULATION STATION DISK
 HA1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1311
 HA1311  HISTORY     - Date     Condition        Report By
 HA1311  HISTORY     - 1950     MONUMENTED       CGS
 HA1311
 HA1311                          STATION DESCRIPTION
 HA1311
 HA1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1311'STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF HARDINSBURG AND ABOUT
 HA1311'5-1/2 MILES SOUTHEAST OF IRVINGTON ON PROPERTY OWNED BY MRS.
 HA1311'WILDA PARKER.  IT IS 22 FEET WEST OF A 6 INCH OAK TREE WITH A
 HA1311'TRIANGLE BLAZE ON THE NORTHWEST SIDE.  THE MARK PROJECTS 4 INCHES
 HA1311'AND THE DISK IS STAMPED BEWLEYVILLE 1950.
 HA1311'
 HA1311'REFERENCE MARK NO. 1 IS 8 FEET NORTHWEST OF A 24 INCH OAK TREE.  THE
 HA1311'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BEWLEYVILLE NO 1
 HA1311'1950.
 HA1311'
 HA1311'REFERENCE MARK NO. 2 IS 9 FEET SOUTHEAST OF A 6 INCH OAK TREE.  THE
 HA1311'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED BEWLEYVILLE NO 2
 HA1311'1950.
 HA1311'
 HA1311'AZIMUTH MARK IS 6 FEET NORTH OF THE CENTER OF DRIVEWAY, 4 FEET EAST
 HA1311'OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCELINE.  THE
 HA1311'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BEWLEYVILLE 1950.
 HA1311'
 HA1311'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 60 AND
 HA1311'STATE HIGHWAY NO. 86 WHICH IS ABOUT 8 MILES SOUTHWEST OF IRVINGTON,
 HA1311'GO NORTHEAST ON U.S. HIGHWAY NO. 60 FOR 4.4 MILES TO A T-ROAD RIGHT,
 HA1311'TURN RIGHT AND GO 4.45 MILES TO A T-ROAD RIGHT IN THE VILLAGE OF
 HA1311'BEWLEYVILLE, TURN RIGHT AND GO 0.55 MILE TO A DRIVEWAY ON THE LEFT,
 HA1311'TURN LEFT INTO DRIVEWAY AND GO 0.3 MILE TO THE AZIMUTH MARK ON
 HA1311'THE LEFT, CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 0.35 MILE TO WHERE
 HA1311'ROAD FORKS, TAKE THE RIGHT FORK AND GO 0.15 MILE TO WHERE ROAD
 HA1311'FORKS, TAKE THE LEFT FORK AND GO UP HILL FOR 0.4 MILE TO A DIM FORK,
 HA1311'TAKE THE RIGHT FORK AND GO UP HILL FOR 0.2 MILE TO THE TOP OF HILL
 HA1311'AND THE STATION AS DESCRIBED.
 HA1311'
 HA1311'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3466 ***********************************************************************
 GA3466  DESIGNATION -  BIG BLACK MOUNTAIN LOT
 GA3466  PID         -  GA3466
 GA3466  STATE/COUNTY-  KY/HARLAN
 GA3466  USGS QUAD   -  BENHAM (1979)
 GA3466
 GA3466                         *CURRENT SURVEY CONTROL
 GA3466  ___________________________________________________________________
 GA3466* NAD 83(1993)-  36 54 51.39050(N)    082 53 38.41891(W)     ADJUSTED  
 GA3466* NAVD 88     -                                                        
 GA3466  ___________________________________________________________________
 GA3466  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 GA3466  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GA3466
 GA3466  HORZ ORDER  -  THIRD
 GA3466
 GA3466.The horizontal coordinates were established by classical geodetic methods
 GA3466.and adjusted by the National Geodetic Survey in December 1995..
 GA3466
 GA3466
 GA3466.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3466
 GA3466.The geoid height was determined by GEOID03.
 GA3466
 GA3466;                    North         East     Units Scale Factor Converg.
 GA3466;SPC KY1Z     - 1,068,371.099 1,754,473.632   MT  1.00004474   +1 45 12.5
 GA3466;SPC KY1Z     - 3,505,147.51  5,756,135.57   sFT  1.00004474   +1 45 12.5
 GA3466;SPC KY S     -   568,315.537   754,456.108   MT  0.99997209   +1 43 55.4
 GA3466;SPC KY S     - 1,864,548.56  2,475,244.75   sFT  0.99997209   +1 43 55.4
 GA3466;SPC VA S     - 1,073,580.241 3,108,594.174   MT  0.99997649   -2 40 00.6
 GA3466;SPC VA S     - 3,522,237.84 10,198,779.39   sFT  0.99997649   -2 40 00.6
 GA3466;UTM  17      - 4,087,037.962   331,281.226   MT  0.99995069   -1 08 16.2
 GA3466
 GA3466                          SUPERSEDED SURVEY CONTROL
 GA3466
 GA3466  NAD 83(1993)-  36 54 51.39226(N)    082 53 38.42060(W) AD(       ) 4
 GA3466  NAD 83(1986)-  36 54 51.39828(N)    082 53 38.42674(W) AD(       ) 4
 GA3466  NAD 27      -  36 54 51.06551(N)    082 53 38.93224(W) AD(       ) 3
 GA3466
 GA3466.Superseded values are not recommended for survey control.
 GA3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3466.See file dsdata.txt to determine how the superseded data were derived.
 GA3466
 GA3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3128187038(NAD 83)
 GA3466_MARKER: 57 = LOOKOUT TOWER
 GA3466
 GA3466  HISTORY     - Date     Condition        Report By
 GA3466  HISTORY     - 1963     FIRST OBSERVED   CGS
 GA3466
 GA3466                          STATION DESCRIPTION
 GA3466
 GA3466'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2915 ***********************************************************************
 DH2915  DESIGNATION -  BIG BONE LICK CORPS OF DISCOVERY
 DH2915  PID         -  DH2915
 DH2915  STATE/COUNTY-  KY/BOONE
 DH2915  USGS QUAD   -  UNION (1984)
 DH2915
 DH2915                         *CURRENT SURVEY CONTROL
 DH2915  ___________________________________________________________________
 DH2915* NAD 83(1993)-  38 53 20.03915(N)    084 44 50.57745(W)     ADJUSTED  
 DH2915* NAVD 88     -       150.3    (meters)     493.     (feet)  GPS OBS   
 DH2915  ___________________________________________________________________
 DH2915  X           -     455,096.282 (meters)                     COMP
 DH2915  Y           -  -4,950,295.250 (meters)                     COMP
 DH2915  Z           -   3,982,797.429 (meters)                     COMP
 DH2915  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 DH2915  ELLIP HEIGHT-         116.33  (meters)          (05/04/05) GPS OBS
 DH2915  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 DH2915
 DH2915  HORZ ORDER  -  B
 DH2915  ELLP ORDER  -  FOURTH    CLASS II
 DH2915
 DH2915.The horizontal coordinates were established by GPS observations
 DH2915.and adjusted by the National Geodetic Survey in May 2005..
 DH2915
 DH2915.The orthometric height was determined by GPS observations and a
 DH2915.high-resolution geoid model.
 DH2915
 DH2915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2915
 DH2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2915
 DH2915.The ellipsoidal height was determined by GPS observations
 DH2915.and is referenced to NAD 83.
 DH2915
 DH2915.The geoid height was determined by GEOID03.
 DH2915
 DH2915;                    North         East     Units Scale Factor Converg.
 DH2915;SPC KY1Z     - 1,284,106.927 1,586,992.446   MT  1.00006115   +0 36 56.0
 DH2915;SPC KY1Z     - 4,212,940.81  5,206,657.72   sFT  1.00006115   +0 36 56.0
 DH2915;SPC KY N     -   154,284.267   456,846.912   MT  0.99998910   -0 18 33.9
 DH2915;SPC KY N     -   506,180.97  1,498,838.58   sFT  0.99998910   -0 18 33.9
 DH2915;UTM  16      - 4,306,859.665   695,373.533   MT  1.00007005   +1 24 52.8
 DH2915
 DH2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2915!SPC KY1Z     -   0.99998175  x   1.00006115  =   1.00004290
 DH2915!SPC KY N     -   0.99998175  x   0.99998910  =   0.99997085
 DH2915!UTM  16      -   0.99998175  x   1.00007005  =   1.00005180
 DH2915
 DH2915                          SUPERSEDED SURVEY CONTROL
 DH2915
 DH2915.No superseded survey control is available for this station.
 DH2915
 DH2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9537406860(NAD 83)
 DH2915_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DH2915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2915_STAMPING: CORPS OF DISCOVERY II 200 YEARS TO THE FUTURE
 DH2915_PROJECTION: FLUSH
 DH2915_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2915+STABILITY: SURFACE MOTION
 DH2915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2915+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 DH2915
 DH2915  HISTORY     - Date     Condition        Report By
 DH2915  HISTORY     - 20030630 MONUMENTED       KYDT
 DH2915
 DH2915                          STATION DESCRIPTION
 DH2915
 DH2915'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RM)
 DH2915'THE MARK IS LOCATED IN BIG BONE LICK STATE PARK, KENTUCKY.  TO REACH
 DH2915'THE STATION FROM THE INTERSECTION OF US 127 AND KY 338, GO WEST ON KY
 DH2915'338 FOR 2.9 MILES TO THE ENTRANCE TO BIG BONE LICK STATE PARK ON THE
 DH2915'LEFT (SOUTH).
 DH2915' 
 DH2915'THE MARK IS SET IN THE LAWN, SOUTHEAST OF THE INTERSECTION OF KY 338
 DH2915'AND THE PARK ENTRANCE ROAD.  THE MARK IS 60.3 FEET AND 79 DEGREES
 DH2915'NORTHEAST FROM THE NORTHEASTERN CORNER OF THE BIG BONE STATE PARK
 DH2915'SIGN, LOCATED IN AN ISLAND IN THE CENTER OF THE PARK ENTRANCE ROAD,
 DH2915'48.5 FEET AND 49 DEGREES NORTHEAST FROM A LIGHT POLE, 28.2 AND 55
 DH2915'DEGREES SOUTHEAST FROM A STOP SIGN, 118.6 FEET AND 79 DEGREES
 DH2915'SOUTHWEST FROM A SPEED LIMIT SIGN.
 DH2915' 
 DH2915'THE STATION IS A 4 INCH IN DIAMETER COMMERATIVE BRASS DISK, SET FLUSH
 DH2915'WITH THE SURFACE, IN CONCRETE, 42 INCHES DEEP WITH EMBEDDED REDAR.
 DH2915' 
 DH2915'THE DISK IS INSCRIBED WITH THE LEWIS AND CLARK PEACE MEDAL DESIGN AND
 DH2915'THE INSCRIPTION--CORPS OF DISCOVERY II, 200 YEARS TO THE FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1321 ***********************************************************************
 HA1321  DESIGNATION -  BIG CLIFTY
 HA1321  PID         -  HA1321
 HA1321  STATE/COUNTY-  KY/GRAYSON
 HA1321  USGS QUAD   -  BIG CLIFTY (1991)
 HA1321
 HA1321                         *CURRENT SURVEY CONTROL
 HA1321  ___________________________________________________________________
 HA1321* NAD 83(1993)-  37 32 59.42234(N)    086 08 47.72028(W)     ADJUSTED  
 HA1321* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 HA1321  ___________________________________________________________________
 HA1321  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 HA1321  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HA1321
 HA1321  HORZ ORDER  -  THIRD
 HA1321
 HA1321.The horizontal coordinates were established by classical geodetic methods
 HA1321.and adjusted by the National Geodetic Survey in December 1995..
 HA1321
 HA1321.The orthometric height was scaled from a topographic map.
 HA1321
 HA1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1321
 HA1321.The geoid height was determined by GEOID03.
 HA1321
 HA1321;                    North         East     Units Scale Factor Converg.
 HA1321;SPC KY1Z     - 1,135,085.614 1,464,957.637   MT  0.99992110   -0 14 36.6
 HA1321;SPC KY1Z     - 3,724,026.72  4,806,281.85   sFT  0.99992110   -0 14 36.6
 HA1321;SPC KY S     -   635,075.517   464,956.535   MT  0.99995246   -0 14 25.9
 HA1321;SPC KY S     - 2,083,576.93  1,525,444.90   sFT  0.99995246   -0 14 25.9
 HA1321;UTM  16      - 4,156,212.864   575,383.623   MT  0.99967000   +0 31 12.5
 HA1321
 HA1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1321!SPC KY1Z     -   0.99996674  x   0.99992110  =   0.99988784
 HA1321!SPC KY S     -   0.99996674  x   0.99995246  =   0.99991920
 HA1321!UTM  16      -   0.99996674  x   0.99967000  =   0.99963675
 HA1321
 HA1321|---------------------------------------------------------------------|
 HA1321| PID    Reference Object                     Distance      Geod. Az  |
 HA1321|                                                           dddmmss.s |
 HA1321| CG7178 BIG CLIFTY RM 1                      10.151 METERS 04832     |
 HA1321| CG7177 BIG CLIFTY AZ MK                                   1574426.4 |
 HA1321| CG7179 BIG CLIFTY RM 2                       8.090 METERS 31348     |
 HA1321|---------------------------------------------------------------------|
 HA1321
 HA1321                          SUPERSEDED SURVEY CONTROL
 HA1321
 HA1321  NAD 83(1986)-  37 32 59.42986(N)    086 08 47.72688(W) AD(       ) 3
 HA1321  NAD 27      -  37 32 59.21600(N)    086 08 47.84100(W) AD(       ) 3
 HA1321
 HA1321.Superseded values are not recommended for survey control.
 HA1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1321.See file dsdata.txt to determine how the superseded data were derived.
 HA1321
 HA1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7538456213(NAD 83)
 HA1321_MARKER: DS = TRIANGULATION STATION DISK
 HA1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1321
 HA1321  HISTORY     - Date     Condition        Report By
 HA1321  HISTORY     - 1950     MONUMENTED       CGS
 HA1321
 HA1321                          STATION DESCRIPTION
 HA1321
 HA1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1321'STATION IS LOCATED ABOUT 22 MILES SOUTHWEST OF ELIZABETHTOWN AND
 HA1321'ABOUT 10 MILES NORTHEAST OF LEITCHFIELD NEAR THE TOWN OF BIG CLIFTY
 HA1321'AND ON THE PROPERTY OF MR. ALBERT NELSON.  IT IS ABOUT 15 FEET
 HA1321'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 1 FOOT SOUTHWEST OF A
 HA1321'FENCE LINE AND 3 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS SET
 HA1321'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BIG CLIFTY 1950.
 HA1321'
 HA1321'REFERENCE MARK NO. 1 IS 20 FEET NORTHEAST OF THE CENTER OF A GRAVEL
 HA1321'ROAD, 8 FEET SOUTH OF A 24 INCH OAK TREE AND 7 FEET NORTHWEST OF THE
 HA1321'CENTER OF THE CEMETERY LANE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 HA1321'THE DISK IS STAMPED BIG CLIFTY NO 1 1950.
 HA1321'
 HA1321'REFERENCE MARK NO. 2 IS 15 FEET SOUTHWEST OF A GRAVEL ROAD, 3 FEET
 HA1321'SOUTHEAST OF A GATE POST AND 1 FOOT SOUTHWEST OF A FENCE LINE.
 HA1321'THE MARK IS SET FLUSH AND THE DISK IS STAMPED BIG CLIFTY NO 2 1950.
 HA1321'
 HA1321'AZIMUTH MARK IS ABOUT 150 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 HA1321'FRAME HOUSE, 20 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 1
 HA1321'FOOT WEST OF A POWER LINE POLE AND 4 FEET NORTH OF A WHITE WITNESS
 HA1321'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 HA1321'BIG CLIFTY 1950.
 HA1321'
 HA1321'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 62 AND STATE
 HA1321'HIGHWAY 86 ABOUT 6 MILES WEST OF ELIZABETHTOWN, GO SOUTHWEST ON
 HA1321'HIGHWAY 62 FOR 15.8 MILES TO A SIDE ROAD RIGHT, TURN SHARP RIGHT ON A
 HA1321'PAVED ROAD AND GO 0.4 MILE PASSING THROUGH THE TOWN OF BIG CLIFTY
 HA1321'TO A RAILROAD CROSSING, CONTINUE AHEAD ACROSS RAILROAD TRACKS FOR 0.2
 HA1321'MILE TO A T-ROAD RIGHT, (*) CONTINUE AHEAD ON GRAVEL ROAD FOR 0.25
 HA1321'MILE TO A T-ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO A CEMETERY ON
 HA1321'RIGHT AND STATION ON LEFT AS DESCRIBED.
 HA1321'
 HA1321'TO REACH AZIMUTH MARK FROM (*) TURN RIGHT AND GO 0.1 MILE TO HIGHWAY
 HA1321'62, CONTINUE AHEAD ACROSS HIGHWAY 62 ON GRAVEL ROAD FOR 0.2 MILE
 HA1321'TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 HA1321'
 HA1321'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3232 ***********************************************************************
 GY3232  DESIGNATION -  BIG LICK
 GY3232  PID         -  GY3232
 GY3232  STATE/COUNTY-  KY/MAGOFFIN
 GY3232  USGS QUAD   -  IVYTON (1992)
 GY3232
 GY3232                         *CURRENT SURVEY CONTROL
 GY3232  ___________________________________________________________________
 GY3232* NAD 83(1993)-  37 40 45.92992(N)    082 57 36.41222(W)     ADJUSTED  
 GY3232* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 GY3232  ___________________________________________________________________
 GY3232  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 GY3232  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GY3232
 GY3232  HORZ ORDER  -  SECOND
 GY3232
 GY3232.The horizontal coordinates were established by classical geodetic methods
 GY3232.and adjusted by the National Geodetic Survey in December 1995..
 GY3232
 GY3232.The orthometric height was scaled from a topographic map.
 GY3232
 GY3232.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3232
 GY3232.The geoid height was determined by GEOID03.
 GY3232
 GY3232;                    North         East     Units Scale Factor Converg.
 GY3232;SPC KY1Z     - 1,153,070.629 1,746,046.760   MT  0.99991082   +1 42 46.4
 GY3232;SPC KY1Z     - 3,783,032.56  5,728,488.41   sFT  0.99991082   +1 42 46.4
 GY3232;SPC KY S     -   653,017.321   746,060.614   MT  0.99996351   +1 41 31.1
 GY3232;SPC KY S     - 2,142,440.99  2,447,700.53   sFT  0.99996351   +1 41 31.1
 GY3232;UTM  17      - 4,172,055.128   327,152.139   MT  0.99996800   -1 11 54.2
 GY3232
 GY3232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3232!SPC KY1Z     -   0.99993384  x   0.99991082  =   0.99984467
 GY3232!SPC KY S     -   0.99993384  x   0.99996351  =   0.99989736
 GY3232!UTM  17      -   0.99993384  x   0.99996800  =   0.99990185
 GY3232
 GY3232|---------------------------------------------------------------------|
 GY3232| PID    Reference Object                     Distance      Geod. Az  |
 GY3232|                                                           dddmmss.s |
 GY3232| DB8757 BIG LICK RM 1                         7.448 METERS 12029     |
 GY3232| DB8758 BIG LICK RM 2                         9.615 METERS 22906     |
 GY3232| DB8756 BIG LICK AZ MK                                     3511728.0 |
 GY3232|---------------------------------------------------------------------|
 GY3232
 GY3232                          SUPERSEDED SURVEY CONTROL
 GY3232
 GY3232  NAD 83(1986)-  37 40 45.93679(N)    082 57 36.41753(W) AD(       ) 2
 GY3232  NAD 27      -  37 40 45.59800(N)    082 57 36.81800(W) AD(       ) 2
 GY3232
 GY3232.Superseded values are not recommended for survey control.
 GY3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3232.See file dsdata.txt to determine how the superseded data were derived.
 GY3232
 GY3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB2715272055(NAD 83)
 GY3232_MARKER: DS = TRIANGULATION STATION DISK
 GY3232_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3232_SP_SET: PREFABRICATED CONCRETE POST
 GY3232
 GY3232  HISTORY     - Date     Condition        Report By
 GY3232  HISTORY     - 1949     MONUMENTED       CGS
 GY3232
 GY3232                          STATION DESCRIPTION
 GY3232
 GY3232'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3232'STATION IS LOCATED NEAR THE HEAD OF BIG LICK CREEK, ABOUT 8 MILES
 GY3232'SOUTHEAST OF SALYERSVILLE AND ON LAND OWNED BY ROY COLE. IT IS 16
 GY3232'FEET EAST OF AN 18 INCH OAK TREE, 15 FEET WEST OF THE HIGH POINT OF
 GY3232'THE HILL AND 5 FEET SOUTH OF A WHITE WITNESS POST. THE DISK IS
 GY3232'WELDED IN THE TOP OF A 4 INCH IRON PIPE WHICH PROJECTS ABOUT 4 INCHES
 GY3232'AND IS STAMPED BIG LICK 1949.
 GY3232'
 GY3232'REFERENCE MARK NO. 1 IS ON THE HIGHEST POINT OF THE HILL IN
 GY3232'OUTCROPPING BED ROCK THAT PROJECTS ABOUT 3 INCHES AND THE DISK IS
 GY3232'STAMPED BIG LICK NO 1 1949.
 GY3232'
 GY3232'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL AND ABOUT
 GY3232'5 FEET LOWER THAN THE STATION AND 16 FEET SOUTH OF AN 18 INCH OAK
 GY3232'TREE. THE DISK IS SET IN OUTCROPPING BED ROCK THAT PROJECTS ABOUT 4
 GY3232'INCHES AND IS STAMPED BIG LICK NO 2 1949.
 GY3232'
 GY3232'AZIMUTH MARK IS 24 FEET EAST OF AN OLD LOG BUILDING AND 4 FEET SOUTH
 GY3232'OF A WHITE WITNESS POST. THE DISK IS SET IN OUTCROPPING BED
 GY3232'ROCK THAT PROJECTS ABOUT 1 FOOT AND IS STAMPED BIG LICK 1949.
 GY3232'
 GY3232'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 114
 GY3232'ABOUT 0.3 MILE SOUTH OF THE COURTHOUSE IN SALYERSVILLE,
 GY3232'GO SOUTHEAST ON HIGHWAY 114 FOR 7.9 MILES TO A T-ROAD RIGHT LEADING
 GY3232'UP BIG LICK CREEK, TURN RIGHT, CROSS CREEK, PASS SMALL STORE ON THE
 GY3232'RIGHT AND GO 0.75 MILE TO A WOODEN BRIDGE, CROSS BRIDGE AND TURN LEFT
 GY3232'AND GO 0.2 MILE TO A SCHOOL ON THE RIGHT AND END OF TRUCK TRAVEL.
 GY3232'FROM HERE FOLLOW CREEK BED ABOUT 0.3 MILE TO A POLE GATE ON THE
 GY3232'RIGHT, PASS THROUGH GATE AND FOLLOW CREEK AND WELL TRAVELED TRAIL
 GY3232'ABOUT 0.5 MILE TO AN OLD LOG BUILDING AND THE AZIMUTH MARK ON THE
 GY3232'LEFT, CONTINUE ON TRAIL UP VERY STEEP GRADE FOR ABOUT 0.2 MILE TO THE
 GY3232'HIGHEST POINT OF THE RIDGE AND STATION AS DESCRIBED. THIS IS ABOUT
 GY3232'A 45 MINUTE PACK.
 GY3232'
 GY3232'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1412 ***********************************************************************
 HA1412  DESIGNATION -  BIG REEDY
 HA1412  PID         -  HA1412
 HA1412  STATE/COUNTY-  KY/BUTLER
 HA1412  USGS QUAD   -  READY (1953)
 HA1412
 HA1412                         *CURRENT SURVEY CONTROL
 HA1412  ___________________________________________________________________
 HA1412* NAD 83(1993)-  37 17 15.22727(N)    086 28 10.46282(W)     ADJUSTED  
 HA1412* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 HA1412  ___________________________________________________________________
 HA1412  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 HA1412  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA1412
 HA1412  HORZ ORDER  -  SECOND
 HA1412
 HA1412.The horizontal coordinates were established by classical geodetic methods
 HA1412.and adjusted by the National Geodetic Survey in December 1995..
 HA1412
 HA1412.The orthometric height was scaled from a topographic map.
 HA1412
 HA1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1412
 HA1412.The geoid height was determined by GEOID03.
 HA1412
 HA1412;                    North         East     Units Scale Factor Converg.
 HA1412;SPC KY1Z     - 1,106,150.084 1,436,194.967   MT  0.99995739   -0 26 30.4
 HA1412;SPC KY1Z     - 3,629,094.07  4,711,916.32   sFT  0.99995739   -0 26 30.4
 HA1412;SPC KY S     -   606,137.600   436,195.695   MT  0.99994573   -0 26 11.0
 HA1412;SPC KY S     - 1,988,636.44  1,431,085.38   sFT  0.99994573   -0 26 11.0
 HA1412;UTM  16      - 4,126,905.308   547,017.163   MT  0.99962723   +0 19 16.8
 HA1412
 HA1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1412!SPC KY1Z     -   0.99996832  x   0.99995739  =   0.99992571
 HA1412!SPC KY S     -   0.99996832  x   0.99994573  =   0.99991405
 HA1412!UTM  16      -   0.99996832  x   0.99962723  =   0.99959556
 HA1412
 HA1412|---------------------------------------------------------------------|
 HA1412| PID    Reference Object                     Distance      Geod. Az  |
 HA1412|                                                           dddmmss.s |
 HA1412| CG7181 BIG REEDY RM 1                       25.997 METERS 03201     |
 HA1412| CG7182 BIG REEDY RM 2                       26.621 METERS 12638     |
 HA1412| CG7180 BIG REEDY AZ MK                                    1513042.4 |
 HA1412|---------------------------------------------------------------------|
 HA1412
 HA1412                          SUPERSEDED SURVEY CONTROL
 HA1412
 HA1412  NAD 83(1986)-  37 17 15.23626(N)    086 28 10.46958(W) AD(       ) 2
 HA1412  NAD 27      -  37 17 15.06000(N)    086 28 10.53200(W) AD(       ) 2
 HA1412
 HA1412.Superseded values are not recommended for survey control.
 HA1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1412.See file dsdata.txt to determine how the superseded data were derived.
 HA1412
 HA1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4701726905(NAD 83)
 HA1412_MARKER: DS = TRIANGULATION STATION DISK
 HA1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1412
 HA1412  HISTORY     - Date     Condition        Report By
 HA1412  HISTORY     - 1952     MONUMENTED       CGS
 HA1412
 HA1412                          STATION DESCRIPTION
 HA1412
 HA1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1412'STATION IS LOCATED ABOUT 10 MILES SOUTH OF CANEYVILLE AND 4 MILES
 HA1412'NORTHWEST OF THE SETTLEMENT OF ROUND HILL, ON THE HIGHEST POINT
 HA1412'OF A WOODED RIDGE AND IS ON PROPERTY OF A MR. B. MORGAN. IT IS 19
 HA1412'FEET NORTHWEST OF A TWIN 8 INCH OAK TREE WITH A TRIANGLE BLAZE
 HA1412'ON THE NORTHWEST SIDE OF THE TREE AND 6 FEET NORTHEAST OF A WHITE
 HA1412'WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HA1412'STAMPED BIG REEDY 1952.
 HA1412'
 HA1412'REFERENCE MARK NO. 1 IS ON A HIGH PIECE OF GROUND THAT LIES BETWEEN
 HA1412'TWO WOODS ROADS WHICH ARE ABOUT 8 FEET APART. THE MARK PROJECTS
 HA1412'ABOUT 6 INCHES AND THE DISK IS STAMPED BIG REEDY NO 1 1952.
 HA1412'
 HA1412'REFERENCE MARK NO. 2 IS 69 FEET SOUTHEAST OF THE BLAZED OAK TREE AND
 HA1412'ABOUT 48 FEET EAST OF THE ROAD TO STATION. THE MARK PROJECTS
 HA1412'ABOUT 8 INCHES AND THE DISK IS STAMPED BIG REEDY NO 2 1952.
 HA1412'
 HA1412'AZIMUTH MARK IS 19 FEET EAST OF AN 8 INCH OAK TREE WITH A TRIANGLE
 HA1412'BLAZE ON THE EAST SIDE OF THE TREE, 8 FEET EAST OF THE CENTER OF A
 HA1412'WOODS ROAD AND 2 FEET NORTH OF A WHITE WITNESS POST. THE MARK
 HA1412'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BIG REEDY 1952.
 HA1412'
 HA1412'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 185
 HA1412'IN THE SETTLEMENT OF ROUND HILL, WHICH IS ABOUT 9 MILES
 HA1412'NORTHWEST OF BROWNSVILLE, GO NORTH ON HIGHWAY 185 FOR 2.4 MILES TO A
 HA1412'CHURCH ON THE RIGHT, CONTINUE ON HIGHWAY FOR 0.4 MILE TO A GRAVEL
 HA1412'CROSSROAD, TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 0.35 MILE TO A
 HA1412'STORE ON THE LEFT, WHERE ROAD TURNS RIGHT, KEEP RIGHT WITH GRAVEL
 HA1412'FOR ABOUT 50 FEET TO A DIRT ROAD ON THE LEFT, TURN LEFT, WEST PASSING
 HA1412'ON THE SOUTH SIDE OF A HOUSE AND GO WESTERLY ON DIRT ROAD FOR 1.4
 HA1412'MILES TO A HOUSE ON THE LEFT, CONTINUE ON DIRT ROA D FOR
 HA1412'ABOUT 0.05 MILE TO A DIM ROAD FORK, TURN RIGHT ON DIRT ROAD AND
 HA1412'GO NORTH FOR ABOUT 0.8
 HA1412'MILE TO A PIPE LINE CROSSING, CONTINUE ABOUT 0.4 MILE TO THE AZIMUTH
 HA1412'MARK ON THE RIGHT AS DESCRIBED, CONTINUE NORTHERLY ON DIRT
 HA1412'ROAD FOR ABOUT 0.2 MILE TO A FORK AT THE TOP OF A RIDGE, TURN LEFT
 HA1412'AND GO SOUTHWEST FOR ABOUT 0.4 MILE THENCE NORTH FOR ABOUT
 HA1412'0.1 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 HA1412'
 HA1412'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3257 ***********************************************************************
 GY3257  DESIGNATION -  BIG WOODS
 GY3257  PID         -  GY3257
 GY3257  STATE/COUNTY-  KY/MENIFEE
 GY3257  USGS QUAD   -  EZEL (1993)
 GY3257
 GY3257                         *CURRENT SURVEY CONTROL
 GY3257  ___________________________________________________________________
 GY3257* NAD 83(1993)-  37 59 27.08344(N)    083 28 22.63299(W)     ADJUSTED  
 GY3257* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 GY3257  ___________________________________________________________________
 GY3257  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 GY3257  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GY3257
 GY3257  HORZ ORDER  -  SECOND
 GY3257
 GY3257.The horizontal coordinates were established by classical geodetic methods
 GY3257.and adjusted by the National Geodetic Survey in December 1995..
 GY3257
 GY3257.The orthometric height was scaled from a topographic map.
 GY3257
 GY3257.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3257
 GY3257.The geoid height was determined by GEOID03.
 GY3257
 GY3257;                    North         East     Units Scale Factor Converg.
 GY3257;SPC KY1Z     - 1,186,396.058 1,699,984.956   MT  0.99990693   +1 23 52.9
 GY3257;SPC KY1Z     - 3,892,367.73  5,577,367.31   sFT  0.99990693   +1 23 52.9
 GY3257;SPC KY N     -    54,771.300   568,257.316   MT  0.99999643   +0 29 00.2
 GY3257;SPC KY N     -   179,695.51  1,864,357.54   sFT  0.99999643   +0 29 00.2
 GY3257;SPC KY S     -   686,360.636   700,006.254   MT  1.00001100   +1 22 51.4
 GY3257;SPC KY S     - 2,251,834.85  2,296,603.85   sFT  1.00001100   +1 22 51.4
 GY3257;UTM  17      - 4,207,686.245   282,837.833   MT  1.00018087   -1 31 22.0
 GY3257
 GY3257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3257!SPC KY1Z     -   0.99994439  x   0.99990693  =   0.99985132
 GY3257!SPC KY N     -   0.99994439  x   0.99999643  =   0.99994082
 GY3257!SPC KY S     -   0.99994439  x   1.00001100  =   0.99995539
 GY3257!UTM  17      -   0.99994439  x   1.00018087  =   1.00012525
 GY3257
 GY3257|---------------------------------------------------------------------|
 GY3257| PID    Reference Object                     Distance      Geod. Az  |
 GY3257|                                                           dddmmss.s |
 GY3257| DB8762 BIG WOODS RM 1                       27.212 METERS 08922     |
 GY3257| DB8764 BIG WOODS RM 3                       14.144 METERS 10353     |
 GY3257| DB8761 BIG WOODS AZ MK                                    1820434.6 |
 GY3257| DB8765 BIG WOODS RM 4                        7.264 METERS 24836     |
 GY3257| DB8763 BIG WOODS RM 2                       23.487 METERS 35256     |
 GY3257|---------------------------------------------------------------------|
 GY3257
 GY3257                          SUPERSEDED SURVEY CONTROL
 GY3257
 GY3257  NAD 83(1986)-  37 59 27.08953(N)    083 28 22.63926(W) AD(       ) 2
 GY3257  NAD 27      -  37 59 26.78800(N)    083 28 22.97400(W) AD(       ) 2
 GY3257
 GY3257.Superseded values are not recommended for survey control.
 GY3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3257.See file dsdata.txt to determine how the superseded data were derived.
 GY3257
 GY3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8283807686(NAD 83)
 GY3257_MARKER: DS = TRIANGULATION STATION DISK
 GY3257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3257
 GY3257  HISTORY     - Date     Condition        Report By
 GY3257  HISTORY     - 1949     MONUMENTED       CGS
 GY3257  HISTORY     - 1964     GOOD             THOMAS
 GY3257  HISTORY     - 1977     GOOD             NGS
 GY3257
 GY3257                          STATION DESCRIPTION
 GY3257
 GY3257'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3257'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF MOREHEAD AND 9 MILES
 GY3257'NORTHEAST OF FRENCHBURG ON THE GROUNDS OF THE BIG WOODS OKLAHOMA
 GY3257'SCHOOL.  IT IS 28 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GY3257'SCHOOL AND 10 FEET NORTH OF A FENCE LINE AND WHITE WITNESS POST.
 GY3257'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BIG WOODS 1949.
 GY3257'
 GY3257'REFERENCE MARK NO. 1 IS 6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GY3257'THE SCHOOL AND 7 FEET NORTH OF A FENCE LINE.  THE MARK PROJECTS 6
 GY3257'INCHES AND THE DISK IS STAMPED BIG WOODS NO 1 1949.
 GY3257'
 GY3257'REFERENCE MARK NO. 2 IS 61 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GY3257'THE SCHOOL AND 15 FEET SOUTHEAST OF A 24 INCH ASH TREE.  THE MARK
 GY3257'PROJECTS 8 INCHES AND THE DISK IS STAMPED BIG WOODS NO 2 1949.
 GY3257'
 GY3257'303 (USFS) IS 49 FEET EAST OF THE CENTER OF A ROCK ROAD AND 38 FEET
 GY3257'SOUTH OF THE CENTER OF A DIRT ROAD.  THE MARK IS A CONCRETE POST 4
 GY3257'INCHES IN DIAMETER PROJECTING ABOUT 8 INCHES AND THE DISK IS A
 GY3257'STANDARD U.S. FOREST SERVICE DISK STAMPED 303 33.  THE MARK IS VERY
 GY3257'LOOSE IN THE GROUND AND THE DISTANCE AND DIRECTION ARE APPROXIMATE.
 GY3257'
 GY3257'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF A ROCK ROAD, 4 FEET
 GY3257'NORTHEAST OF A FENCE CORNER AND 3 FEET NORTHEAST OF A WHITE WITNESS
 GY3257'POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BIG WOODS
 GY3257'1949.
 GY3257'
 GY3257'TO REACH THE STATION FROM THE POSTOFFICE IN MOREHEAD GO WEST ON U.S.
 GY3257'HIGHWAY 60 FOR 0.9 MILES TO A T ROAD LEFT, TURN LEFT AND GO SOUTH
 GY3257'ON BLACK TOP ROAD FOR 0.85 MILE TO BRIDGE IN CLEARFIELD, CONTINUE ON
 GY3257'ROCK ROAD (THIS IS ROAD TO FRENCHBURG) FOR 18.7 MILES TO A T
 GY3257'ROAD LEFT AT THE FOOT OF A STEEP HILL, TURN LEFT AND GO EAST ON ROCK
 GY3257'ROAD FOR 1.9 MILES TO THE BIG WOODS SCHOOL ON THE LEFT AND THE
 GY3257'STATION AS DESCRIBED.
 GY3257'
 GY3257'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST AND SOUTH ON ROCK
 GY3257'ROAD FOR 0.65 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GY3257'
 GY3257'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GY3257
 GY3257                          STATION RECOVERY (1964)
 GY3257
 GY3257'RECOVERY NOTE BY THOMAS ENG AND SURV 1964 (HBW)
 GY3257'BIG WOODS 1949 FOUND UNDISTURBED.
 GY3257'
 GY3257'BIG WOODS NO 2 1949 DISC BATTERED, SOIL ERODED 12 INCHES BELOW 1949
 GY3257'SURFACE.
 GY3257'
 GY3257'BIG WOODS NO 1 1949 DISC MISSING, POST OK, SOIL ERODED 12 INCHES
 GY3257'BELOW 1949 SURFACE.
 GY3257'
 GY3257'BIG WOODS 1949 (AZ MK) FOUND UNDISTURBED.
 GY3257
 GY3257                          STATION RECOVERY (1977)
 GY3257
 GY3257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GY3257'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CODITION.
 GY3257'REFERENCE MARK 2 WAS FOUND EXPOSED ABOUT 12 INCHES AND WAS
 GY3257'DESTROYED.  REFERENCE MARK 1 WAS FOUND WITH THE TOP SHEARED OFF AND
 GY3257'THE DISK GONE.  THE LINE OF SIGHT TO THE AZIMUTH MARK WAS
 GY3257'OBSTRUCTED BY TREE LIMBS.  REFERENCE MARKS 3 AND 4 WERE SET.  A
 GY3257'NEW DESCRIPTION FOLLOWS--
 GY3257'
 GY3257'THE STATION IS LOCATED ON THE GROUNDS OF THE ABANDONED BIG WOODS
 GY3257'OKLAHOMA SCHOOL, 27 FEET SOUTHWEST OF A 30 INCH OAK TREE, 19 FEET
 GY3257'SOUTHEAST OF A 24 INCH OAK TREE, 10 FEET NORTH OF A FENCE, 28 FEET
 GY3257'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL AND 28 FEET
 GY3257'NORTHWEST OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GY3257'STAMPED BIG WOODS 1949.
 GY3257'
 GY3257'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 36 AND 1274
 GY3257'AT THE NORTH EDGE OF FRENCHBURG, GO EASTERLY ON HIGHWAY 1274 FOR
 GY3257'9.75 MILES TO THE JUNCTION OF HIGHWAY 1693.  TURN RIGHT AND GO
 GY3257'EASTERLY AND SOUTH ON HIGHWAY 0.15 MILE TO A HIGH KNOLL AND OLD
 GY3257'SCHOOL ON THE LEFT, ALONG WITH THE STATION.  CONTINUE SOUTH ON
 GY3257'HIGHWAY 1693 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GY3257'
 GY3257'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GY3257'MAGNETS, STAMPED BIG WOODS 1949 NO 3 1977, FLUSH WITH THE GROUND, 49
 GY3257'FEET SOUTHEAST OF THE 30 INCH OAK TREE, 6 INCHES WEST OF A METAL
 GY3257'WITNESS POST, 6 INCHES NORTH OF FENCE, 27 FEET SOUTHEAST OF THE
 GY3257'SOUTHWEST CORNER OF THE SCHOOL, AND 5 FEET SOUTHEAST OF THE
 GY3257'SOUTHWEST CORNER OF A 7 X 7 FOOT CONCRETE COVER OF A WATER WELL.
 GY3257'
 GY3257'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GY3257'MAGNETS, STAMPED BIG WOODS 1949 NO 4 1977, PROJECTS 2 INCHES, 6
 GY3257'INCHES EAST OF A METAL WITNESS POST, 6 INCHES NORTH OF THE FENCE, 4
 GY3257'FEET SOUTHEAST OF THE POWER POLE, 52 FEET SOUTHWEST OF THE
 GY3257'SOUTHWEST CORNER OF THE SCHOOL AND 22 FEET SOUTH OF THE 24 INCH OAK
 GY3257'TREE.
 GY3257'
 GY3257'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1
 GY3257'FOOT WEST OF A METAL WITNESS POST, 3 FEET WEST OF A FENCE CORNER AND
 GY3257'10 FEET SOUTHWEST OF THE SOUTH END OF A CONCRETE PIPE UNDER A FIELD
 GY3257'ENTRANCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GY3257'BIG WOODS 1949.
 GY3257'
 GY3257'AIRLINE DISTANCE AND DIRECTION FROM THE NEAREST TOWN--ABOUT MILES
 GY3257'NORTHEAST OF FRENCHBURG.
 GY3257'
 GY3257'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2365 ***********************************************************************
 HY2365  DESIGNATION -  BIGGS RESET
 HY2365  PID         -  HY2365
 HY2365  STATE/COUNTY-  KY/CARTER
 HY2365  USGS QUAD   -  GRAHN (1978)
 HY2365
 HY2365                         *CURRENT SURVEY CONTROL
 HY2365  ___________________________________________________________________
 HY2365* NAD 83(1993)-  38 20 33.21809(N)    083 05 04.33509(W)     ADJUSTED  
 HY2365* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 HY2365  ___________________________________________________________________
 HY2365  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 HY2365  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY2365
 HY2365  HORZ ORDER  -  FIRST
 HY2365
 HY2365.The horizontal coordinates were established by classical geodetic methods
 HY2365.and adjusted by the National Geodetic Survey in December 1995..
 HY2365
 HY2365.The orthometric height was scaled from a topographic map.
 HY2365
 HY2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2365
 HY2365.The geoid height was determined by GEOID03.
 HY2365
 HY2365;                    North         East     Units Scale Factor Converg.
 HY2365;SPC KY1Z     - 1,226,319.347 1,732,974.775   MT  0.99993796   +1 38 11.4
 HY2365;SPC KY1Z     - 4,023,349.39  5,685,601.41   sFT  0.99993796   +1 38 11.4
 HY2365;SPC KY N     -    94,166.098   601,881.090   MT  0.99996444   +0 43 30.0
 HY2365;SPC KY N     -   308,943.27  1,974,671.54   sFT  0.99996444   +0 43 30.0
 HY2365;UTM  17      - 4,245,880.258   317,828.439   MT  1.00000872   -1 17 36.7
 HY2365
 HY2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2365!SPC KY1Z     -   0.99995162  x   0.99993796  =   0.99988958
 HY2365!SPC KY N     -   0.99995162  x   0.99996444  =   0.99991606
 HY2365!UTM  17      -   0.99995162  x   1.00000872  =   0.99996034
 HY2365
 HY2365|---------------------------------------------------------------------|
 HY2365| PID    Reference Object                     Distance      Geod. Az  |
 HY2365|                                                           dddmmss.s |
 HY2365| DB8766 BIGGS RM 1                           46.686 METERS 01452     |
 HY2365| DB8769 BIGGS RM 3                           11.227 METERS 17435     |
 HY2365| DB8767 BIGGS RM 2                           32.833 METERS 21409     |
 HY2365| HY2368 GEARHART                            APPROX.12.4 KM 2223240.4 |
 HY2365| HY2369 OLIVE HILL MUNICIPAL SPIPE          APPROX. 9.2 KM 2370332.4 |
 HY2365| DB8768 BIGGS AZ MK                                        3290505.5 |
 HY2365|---------------------------------------------------------------------|
 HY2365
 HY2365                          SUPERSEDED SURVEY CONTROL
 HY2365
 HY2365  NAD 83(1986)-  38 20 33.22443(N)    083 05 04.33971(W) AD(       ) 1
 HY2365  NAD 27      -  38 20 32.93300(N)    083 05 04.71200(W) AD(       ) 1
 HY2365
 HY2365.Superseded values are not recommended for survey control.
 HY2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2365.See file dsdata.txt to determine how the superseded data were derived.
 HY2365
 HY2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC1782845880(NAD 83)
 HY2365_MARKER: DS = TRIANGULATION STATION DISK
 HY2365_SETTING: 80 = SET IN A BOULDER
 HY2365_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HY2365
 HY2365  HISTORY     - Date     Condition        Report By
 HY2365  HISTORY     - 1928     MONUMENTED       CGS
 HY2365  HISTORY     - 1935     GOOD             CGS
 HY2365  HISTORY     - 1949     GOOD             CGS
 HY2365  HISTORY     - 1971     SEE DESCRIPTION  NGS
 HY2365  HISTORY     - 19970508 GOOD             WOOLPT
 HY2365
 HY2365                          STATION DESCRIPTION
 HY2365
 HY2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 HY2365'ABOUT 8 MILES SW OF GRAYSON, 8 MILES NE OF OLIVE HILL, AND 1/4 MILE E
 HY2365'OF THE SAUNDERS KNOB SCHOOLHOUSE, ON THE HIGHEAST KNOB IN THE
 HY2365'VICINITY OF THE MIDLAND TRAIL BETWEEN OLIVE HILL AND GRAYSON.  LAND
 HY2365'BELONGS TO BOB BIGGS.
 HY2365'
 HY2365'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS WEDGED IN A
 HY2365'DRILL HOLE IN A BOULDER.  REFERENCE
 HY2365'MARK IS A STANDARD BRONZE DISK IN A BOULDER.
 HY2365'
 HY2365'REACHED FROM THE MIDLAND TRAIL BY ROAD LEADING N AT E FOOT OF GRADE
 HY2365'ABOUT 8 MILES W OF GRAYSON AND 7-1/2 MILES NE OF OLIVE HILL AT A LOG
 HY2365'HOUSE.  FOLLOW THIS ROAD N ABOUT 1 MILE TO SAUNDERS KNOB SCHOOL,
 HY2365'THENCE WOOD ROAD 1/4 MILE SOUTHEASTERLY TO STATION.  AZIMUTH MARK IS
 HY2365'NEAR OTIS ROURKES HOUSE W OF THE SCHOOL.
 HY2365'
 HY2365'HEIGHT OF SIGNAL ABOVE STATION MARK 90 FEET.
 HY2365
 HY2365                          STATION RECOVERY (1935)
 HY2365
 HY2365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 HY2365'THIS STATION IS LOCATED ON WHAT IS KNOWN LOCALLY AS BIGGS HILL.
 HY2365'FOLLOW HIGHWAY 60 ABOUT 7.5 MILES W FROM GRAYSON TO TOP OF HILL.
 HY2365'FOLLOW RIDGE TO RIGHT 0.25 MILE TO HIGHEST POINT TO STATION.
 HY2365'
 HY2365'REMAINDER OF DESCRIPTION IS ALL RIGHT.  THE DESCRIPTION ON THIS
 HY2365'STATION IS ALRIGHT AND CAN BE FOLLOWED TO STATION BUT IT CAN BE
 HY2365'REACHED EASIER BY THE HIGHWAY.
 HY2365
 HY2365                          STATION RECOVERY (1949)
 HY2365
 HY2365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2365'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HY2365'GOOD CONDITION.  DIRECTION TO REFERENCE MARK NO.1 FAILED TO CHECK AS
 HY2365'NOTED ABOVE.  DISTANCES TO ALL MARKS CHECKED.
 HY2365'
 HY2365'STATION IS LOCATED ABOUT 8 MILES WEST OF GRAYSON AND 6 MILES
 HY2365'NORTHEAST OF OLIVE HILL ON TOP OF WHAT IS KNOWN LOCALLY AS BIGGS
 HY2365'HILL.  IT IS 20 FEET NORTHEAST OF A 12 INCH HICKORY TREE WITH A
 HY2365'TRIANGLE BLAZE ON THE NORTHEAST SIDE AND 5 FEET NORTH OF A WHITE
 HY2365'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HY2365'STAMPED BIGGS 1928.
 HY2365'
 HY2365'REFERENCE MARK NO.1 IS 153.40 FEET NORTH OF STATION.  THE MARK
 HY2365'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BIGGS NO 1 1928.
 HY2365'
 HY2365'REFERENCE MARK NO.2 IS 107.80 FEET SOUTH OF STATION.  THE MARK
 HY2365'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BIGGS NO 2 1928.
 HY2365'
 HY2365'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTHWEST OF STATION, 21 FEET
 HY2365'NORTHEAST OF THE NORTHEAST CORNER OF LARGE BARN AND 1 FOOT EAST OF A
 HY2365'WHITE WITNESS POST.  THE MARK PROJECT ABOUT 4 INCHES AND THE DISK
 HY2365'IS A STANDARD REFERENCE MARK DISK STAMPED AZIMUTH TO RIGGS 1928.
 HY2365'
 HY2365'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2365'HIGHWAY 7 IN GRAYSON, GO WEST ON HIGHWAY 60 FOR 8.4 MILES TO A DIRT
 HY2365'ROAD RIGHT, TURN RIGHT AND GO WEST AND NORTH FOR 0.3 MILE TO A FORK
 HY2365'IN ROAD, TURN RIGHT AND GO 0.4 MILE TO A DIM TRACK ROAD LEFT, TURN
 HY2365'LEFT AND GO 0.0 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 HY2365'
 HY2365'TO REACH AZIMUTH MARK FROM THE STATION, FOLLOW DIM TRACK ROAD TO MAIN
 HY2365'DIRT ROAD, TURN LEFT AND GO WEST AND NORTH FOR 0.3 MILE TO LARGE
 HY2365'BARN AND AZIMUTH MARK AS DESCRIBED.
 HY2365'
 HY2365'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HY2365
 HY2365                          STATION RECOVERY (1971)
 HY2365
 HY2365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HY2365'THE BOULDER CONTAINING THE SURFACE STATION MARK DISK WAS FOUND SOME
 HY2365'DISTANCE FROM ITS ORIGINAL LOCATION, HAVING BEEN DESTROYED BY
 HY2365'GRADING FOR THE SITE OF A TELEPHONE MICROWAVE RELAY TOWER.
 HY2365'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 HY2365'RECOVERED IN APPARENT GOOD CONDITION.  HOWEVER, THE AZIMUTH MARK IS
 HY2365'NO LONGER VISIBLE FROM THE STATION SITE WITHOUT CLEARING OF HEAVY
 HY2365'WOODS ON LINE.  IT SHOULD BE NOTED THAT THE ANGLE SHOWN IN THE
 HY2365'BOX OF BOTH THE ORIGINAL DESCRIPTION AND THE 1949 RECOVERY NOTE
 HY2365'BETWEEN GEARHART (USGS) 1928 AND THE AZIMUTH MARK ARE IN ERROR
 HY2365'BY 100 DEG.  AFTER SOME SEARCH THE UNDERGROUND STATION MARK WAS
 HY2365'FOUND ABOUT 12 INCHES BELOW THE SURFACE OF THE EXISTING GROUND
 HY2365'SURFACE, AND WAS NOT CEMENTED IN A DRILL HOLE IN BED ROCK AS STATED
 HY2365'IN THE ORIGINAL DESCRIPTION, BUT WAS COVERED.  A FIRM PLUMBING
 HY2365'BENCH WAS ERECTED OVER THE UNDERGROUND STATION MARK AND
 HY2365'THE POINT HELD, AND ONE NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.
 HY2365'THE UNDERGROUND STATION MARK WAS OCCUPIED AND THE HORIZONTAL ANGLES
 HY2365'OBSERVED BETWEEN THE REFERENCE MARKS USING REFERENCE MARK NO. 1 AS
 HY2365'THE INITIAL.  IN CHECKING THE ANGLE OBSERVED THIS DATE BETWEEN
 HY2365'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 A DISCREPANCY OF
 HY2365'ONLY - 03.4 INCH WAS NOTED AS COMPARED TO THE 1949 OBSERVED
 HY2365'VALUE.  VERTICAL ANGLES WERE OBSERVED BETWEEN THE STATION AND THE
 HY2365'ORIGINAL REFERENCE MARKS AND SLOPE DISTANCES MEASURED.  WHEN
 HY2365'REDUCED TO THE HORIZONTAL A DISCREPANCY OF - 0.23 OF A FOOT WAS
 HY2365'NOTED FOR REFERENCE MARK NO. 1 AND - 0.08 OF A FOOT FOR REFERENCE
 HY2365'MARK NO. 2.  THE UNDERGROUND STATION MARK WAS THEN REMOVED AND THE
 HY2365'HOLE DEEPENED AND THE STATION LOWERED IN ITS EXACT, ORIGINAL
 HY2365'POSITION AND A NEW SURFACE MARK SET.
 HY2365'
 HY2365'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HY2365'
 HY2365'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF GRAYSON, AND 8
 HY2365'MILES NORTHEAST OF OLIVE HILL, ON THE SUMMIT OF A HIGH KNOB KNOWN
 HY2365'LOCALLY AS BIGGS HILL, AND IS NOW AT THE SITE OF A TELEPHONE
 HY2365'MICROWAVE RELAY TOWER ON THE PROPERTY OF THE GENERAL TELEPHONE
 HY2365'COMPANY.
 HY2365'
 HY2365'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 60 AND STATE
 HY2365'ROUTE 7 IN GRAYSON, GO WESTERLY ON U. S. HIGHWAY 60 FOR 7.4 MILES
 HY2365'TO A GRAVELED ROAD RIGHT.  HERE TURN RIGHT ON THE GRAVELED ROAD AND
 HY2365'GO NORTHWESTERLY AND WEST FOR 0.3 OF A MILE TO A GRADED ROAD RIGHT
 HY2365'LEADING UPHILL.  HERE BEAR RIGHT ON THE GRADED ROAD AND GO
 HY2365'NORTHERLY FOR 0.45 OF A MILE TO A GRAVELED ROAD LEFT.  HERE TURN
 HY2365'LEFT ON THIS GRAVELED ROAD AND GO WESTERLY UP STEEP HILL FOR ABOUT
 HY2365'0.3 OF A MILE TO THE END OF THE ROAD AT A FENCED ENCLOSURE FOR THE
 HY2365'MICROWAVE RELAY TOWER, AND THE STATION INSIDE THE ENCLOSURE AS
 HY2365'DESCRIBED.
 HY2365'
 HY2365'THE STATION IS 75 FEET SOUTHWEST OF A GUYED POWERLINE TRANSFORMER
 HY2365'POLE, 34 FEET NORTHEAST OF THE NORTHWEST CORNER OF A TRANSMISSION
 HY2365'SHACK, 26 FEET NORTH OF THE NORTHEAST CORNER OF THE TRANSMISSION
 HY2365'SHACK, 21 FEET SOUTH OF THE SOUTHEAST GATE POST, AND 20 FEET
 HY2365'SOUTHWEST OF THE NORTHEAST GATE POST.  IT IS A STANDARD DISK SET IN
 HY2365'THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE
 HY2365'DISK IS STAMPED BIGGS 1928 1971.
 HY2365'
 HY2365'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE WOODED KNOLL
 HY2365'AND OUTSIDE OF THE FENCED ENCLOSURE, 135 FEET NORTH-NORTHEAST OF
 HY2365'THE NORTHEAST GATE POST OF THE ENCLOSURE, 81 FEET NORTH OF THE
 HY2365'GUYED POWERLINE TRANSFORMER POLE, 26 FEET EAST OF THE APPROXIMATE
 HY2365'CENTER OF THE GRAVELED ROAD, 15 FEET EAST OF AN 18-INCH CHESTNUT
 HY2365'OAK TREE, AND 0.8 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.
 HY2365'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN
 HY2365'18-INCH, TRIANGLE SHAPED BOULDER FLUSH WITH THE SURFACE OF THE
 HY2365'GROUND AND THE DISK IS STAMPED BIGGS NO 1 1928.
 HY2365'
 HY2365'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE WOODED KNOLL
 HY2365'AND OUTSIDE THE FENCED ENCLOSURE, 63 FEET SOUTH OF THE SOUTHWEST
 HY2365'CORNER OF THE FENCED ENCLOSURE, 56 FEET SOUTH-SOUTHWEST OF THE
 HY2365'SOUTHEAST CORNER OF THE FENCED ENCLOSURE, 25 FEET WEST-NORTHWEST
 HY2365'OF AN 18-INCH CHESTNUT OAK TREE, 4.0 FEET NORTH OF A FENCE, AND
 HY2365'1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 HY2365'DISK CEMENTED IN A DRILL HOLE IN AN 8-INCH BY 16-INCH CRESCENT
 HY2365'SHAPED BOULDER THAT PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HY2365'STAMPED BIGGS NO 2 1928.
 HY2365'
 HY2365'REFERENCE MARK NO. 3 IS 7.5 FEET NORTHWEST OF THE SOUTHWEST CORNER
 HY2365'OF THE ENCLOSURE, 7.5 FEET EAST OF THE CENTER OF THE MICROWAVE RELAY
 HY2365'TOWER, AND 3.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 HY2365'TRANSMISSION SHACK.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 HY2365'IN THE SOUTHEAST CORNER OF THE CONCRETE FOOTING FOR THE
 HY2365'NORTHWEST LEG OF THE COLLECTOR ANTENNA, AND THE DISK IS STAMPED
 HY2365'BIGGS 1928 NO 3 1971.
 HY2365'
 HY2365'THE AZIMUTH MARK IS ABOUT 0.5 OF A MILE NORTH-NORTHWEST OF THE
 HY2365'STATION, 40 FEET WEST-NORTHWEST OF A 40-INCH, FORKED TRUNKED WHITE
 HY2365'OAK TREE, 21 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE
 HY2365'BARN, AND 1.4 FEET EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 HY2365'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A 14 INCH
 HY2365'BY 14 INCH BOULDER FLUSH WITH THE SURFACE OF THE GROUND AND THE
 HY2365'DISK IS STAMPED AZIMUTH TO BIGGS 1928.
 HY2365'
 HY2365'FROM THIS POINT OF INTERSECTION ABOUT 0.3 OF A MILE EAST OF THE
 HY2365'STATION, CONTINUE NORTHWESTERLY ON THE GRADED ROAD FOR 0.3 OF A MILE
 HY2365'TO A FARM HOUSE ON THE RIGHT, A LARGE BARN ON THE LEFT, AND THE
 HY2365'AZIMUTH MARK AS DESCRIBED.
 HY2365'
 HY2365'NOTE--THE GATE INTO THE FENCED ENCLOSURE AROUND THE STATION IS KEPT
 HY2365'LOCKED.  A KEY CAN BE OBTAINED FROM THE GRAYSON, KY. OFFICE OF THE
 HY2365'GENERAL TELEPHONE COMPANY.
 HY2365'
 HY2365'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 HY2365'SOUTHWEST OF GRAYSON.
 HY2365
 HY2365                          STATION RECOVERY (1997)
 HY2365
 HY2365'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997
 HY2365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2483 ***********************************************************************
 GB2483  DESIGNATION -  BILLSBURG
 GB2483  PID         -  GB2483
 GB2483  STATE/COUNTY-  KY/WHITLEY
 GB2483  USGS QUAD   -  WOFFORD (1982)
 GB2483
 GB2483                         *CURRENT SURVEY CONTROL
 GB2483  ___________________________________________________________________
 GB2483* NAD 83(1993)-  36 45 17.25964(N)    084 08 30.61820(W)     ADJUSTED  
 GB2483* NAVD 88     -       532.     (meters)    1745.     (feet)  SCALED    
 GB2483  ___________________________________________________________________
 GB2483  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 GB2483  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 GB2483
 GB2483  HORZ ORDER  -  SECOND
 GB2483
 GB2483.The horizontal coordinates were established by classical geodetic methods
 GB2483.and adjusted by the National Geodetic Survey in December 1995..
 GB2483
 GB2483.The orthometric height was scaled from a topographic map.
 GB2483
 GB2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2483
 GB2483.The geoid height was determined by GEOID03.
 GB2483
 GB2483;                    North         East     Units Scale Factor Converg.
 GB2483;SPC KY1Z     - 1,048,014.741 1,643,610.002   MT  1.00009480   +0 59 14.5
 GB2483;SPC KY1Z     - 3,438,361.70  5,392,410.48   sFT  1.00009480   +0 59 14.5
 GB2483;SPC KY S     -   547,993.296   643,596.012   MT  0.99999617   +0 58 31.0
 GB2483;SPC KY S     - 1,797,874.67  2,111,531.25   sFT  0.99999617   +0 58 31.0
 GB2483;UTM  16      - 4,071,481.491   755,152.562   MT  1.00040213   +1 42 40.4
 GB2483
 GB2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2483!SPC KY1Z     -   0.99992122  x   1.00009480  =   1.00001601
 GB2483!SPC KY S     -   0.99992122  x   0.99999617  =   0.99991739
 GB2483!UTM  16      -   0.99992122  x   1.00040213  =   1.00032332
 GB2483
 GB2483:                Primary Azimuth Mark                     Grid Az
 GB2483:SPC KY1Z     -  GATLIFF                                  129 59 17.7
 GB2483:SPC KY S     -  GATLIFF                                  130 00 01.2
 GB2483:UTM  16      -  GATLIFF                                  129 15 51.8
 GB2483
 GB2483|---------------------------------------------------------------------|
 GB2483| PID    Reference Object                     Distance      Geod. Az  |
 GB2483|                                                           dddmmss.s |
 GB2483| GB2487 GATLIFF                             APPROX.14.6 KM 1305832.2 |
 GB2483| DB8771 BILLSBURG RM 2                       20.592 METERS 20550     |
 GB2483| GB2501 WILLIAMSBURG MUNICIPAL SPIPE        APPROX. 1.6 KM 2244241.9 |
 GB2483| DB8770 BILLSBURG RM 1                       21.851 METERS 34932     |
 GB2483|---------------------------------------------------------------------|
 GB2483
 GB2483                          SUPERSEDED SURVEY CONTROL
 GB2483
 GB2483  NAD 83(1986)-  36 45 17.26964(N)    084 08 30.62186(W) AD(       ) 2
 GB2483  NAD 27      -  36 45 16.97100(N)    084 08 30.85200(W) AD(       ) 2
 GB2483
 GB2483.Superseded values are not recommended for survey control.
 GB2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2483.See file dsdata.txt to determine how the superseded data were derived.
 GB2483
 GB2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5515371481(NAD 83)
 GB2483_MARKER: DS = TRIANGULATION STATION DISK
 GB2483_SETTING: 0 = UNSPECIFIED SETTING
 GB2483
 GB2483  HISTORY     - Date     Condition        Report By
 GB2483  HISTORY     - 1950     MONUMENTED       CGS
 GB2483
 GB2483                          STATION DESCRIPTION
 GB2483
 GB2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2483'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF WILLIAMSBURG ON TOP OF
 GB2483'A HIGH HILL.  IT IS 12
 GB2483'FEET NORTHEAST OF A LOCUST TREE WITH A TRIANGLE BLAZE
 GB2483'ON THE SIDE, 9 FEET SOUTH OF A
 GB2483'TRIANGLE BLAZED HICKORY TREE AND 4
 GB2483'FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS
 GB2483'A 6-INCH IRON PIPE
 GB2483'FILLED WITH CONCRETE WHICH PROJECTS ABOUT 2 INCHES AND THE DISK
 GB2483'CEMENTED IN TOP
 GB2483'OF PIPE IS STAMPED HILLSBURG 1950.
 GB2483'
 GB2483'REFERENCE MARK NO.1 IS A 4-INCH IRON PIPE FILLED WITH CONCRETE WHICH
 GB2483'PROJECTS ABOUT 4 INCHES
 GB2483'AND THE DISK CEMENTED IN TOP OF PIPE IS STAMPED
 GB2483'HILLSBURG NO 1 1950.
 GB2483'
 GB2483'REFERENCE MARK NO.2 IS A 4-INCH IRON PIPE FILLED WITH CONCRETE WHICH
 GB2483'PROJECTS ABOUT 4 INCHES
 GB2483'AND THE DISK CEMENTED IN TOP OF PIPE IS STAMPED
 GB2483'HILLSBURG NO 2 1950.
 GB2483'
 GB2483'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GB2483'
 GB2483'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GB2483'HIGHWAY 92, AT THE NORTH END
 GB2483'OF THE BRIDGE OVER THE CUMBERLAND RIVER AT
 GB2483'WILLIAMSBURG, GO EAST ON HIGHWAY
 GB2483'92 FOR 0.3 MILE TO A PAVED T ROAD
 GB2483'LEFT, TURN LEFT, UPHILL AND GO NORTH AND EAST FOR
 GB2483'1.0 MILE TO A
 GB2483'TRIANGLE BLAZED OAK TREE ON RIGHT ABOUT 0.1 MILE BEFORE REACHING A
 GB2483'BRICK HOUSE ON
 GB2483'RIGHT, TURN RIGHT AT TRIANGLE BLAZED TREE ON A DIM
 GB2483'WOODS ROAD AND GO ABOUT 0.1 MILE
 GB2483'TO WHERE ROAD TURNS RIGHT UP A VERY
 GB2483'STEEP GRADE AND END OF TRUCK TRAVEL.  FROM HERE
 GB2483'PACK UP STEEP ROAD TO
 GB2483'THE RIGHT, UPHILL AND FOLLOW MAIN TRAVELED ROAD FOR ABOUT 20
 GB2483'MINUTES TO TOP OF
 GB2483'RIDGE, TURN LEFT ON RIDGE AND GO ABOUT 100 YARDS TO WHERE A
 GB2483'POWER LINE CROSSES TRAIL,
 GB2483'TURN RIGHT AND FOLLOW TRAIL UNDER POWER
 GB2483'LINE FOR ABOUT 10 MINUTES TO NEAR TOP OF
 GB2483'HILL WHERE TRAIL LEAVES
 GB2483'POWER LINE TO THE LEFT, BEAR LEFT ON MAIN TRAIL FOR ABOUT 5
 GB2483'MINUTES TO TOP
 GB2483'OF HILL AND STATION NEAR TRIANGLE BLAZED TREES AS DESCRIBED.
 GB2483'(THIS IS ABOUT 1-1/4
 GB2483'MILE-35 MINUTE PACK.)
 GB2483'
 GB2483'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2130 ***********************************************************************
 GB2130  DESIGNATION -  BIRCH
 GB2130  PID         -  GB2130
 GB2130  STATE/COUNTY-  KY/MONROE
 GB2130  USGS QUAD   -  SULPHUR LICK (1982)
 GB2130
 GB2130                         *CURRENT SURVEY CONTROL
 GB2130  ___________________________________________________________________
 GB2130* NAD 83(1993)-  36 48 01.14303(N)    085 38 45.61149(W)     ADJUSTED  
 GB2130* NAVD 88     -       347.712  (meters)    1140.79   (feet)  ADJUSTED  
 GB2130  ___________________________________________________________________
 GB2130  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 GB2130  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GB2130  DYNAMIC HT  -         347.426 (meters)    1139.85  (feet)  COMP
 GB2130  MODELED GRAV-     979,796.7   (mgal)                       NAVD 88
 GB2130
 GB2130  HORZ ORDER  -  FIRST
 GB2130  VERT ORDER  -  SECOND    CLASS 0
 GB2130
 GB2130.The horizontal coordinates were established by classical geodetic methods
 GB2130.and adjusted by the National Geodetic Survey in December 1995..
 GB2130
 GB2130.The orthometric height was determined by differential leveling
 GB2130.and adjusted by the National Geodetic Survey in June 1991..
 GB2130
 GB2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2130
 GB2130.The geoid height was determined by GEOID03.
 GB2130
 GB2130.The dynamic height is computed by dividing the NAVD 88
 GB2130.geopotential number by the normal gravity value computed on the
 GB2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2130.degrees latitude (g = 980.6199 gals.).
 GB2130
 GB2130.The modeled gravity was interpolated from observed gravity values.
 GB2130
 GB2130;                    North         East     Units Scale Factor Converg.
 GB2130;SPC KY1Z     - 1,051,834.809 1,509,281.818   MT  1.00007973   +0 03 49.9
 GB2130;SPC KY1Z     - 3,450,894.70  4,951,702.10   sFT  1.00007973   +0 03 49.9
 GB2130;SPC KY S     -   551,828.053   509,280.972   MT  0.99998852   +0 03 47.1
 GB2130;SPC KY S     - 1,810,455.87  1,670,865.99   sFT  0.99998852   +0 03 47.1
 GB2130;UTM  16      - 4,073,576.368   620,790.817   MT  0.99977975   +0 48 40.2
 GB2130
 GB2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2130!SPC KY1Z     -   0.99995024  x   1.00007973  =   1.00002996
 GB2130!SPC KY S     -   0.99995024  x   0.99998852  =   0.99993876
 GB2130!UTM  16      -   0.99995024  x   0.99977975  =   0.99973000
 GB2130
 GB2130:                Primary Azimuth Mark                     Grid Az
 GB2130:SPC KY1Z     -  BIRCH AZ MK                              004 25 02.8
 GB2130:SPC KY S     -  BIRCH AZ MK                              004 25 05.6
 GB2130:UTM  16      -  BIRCH AZ MK                              003 40 12.5
 GB2130
 GB2130|---------------------------------------------------------------------|
 GB2130| PID    Reference Object                     Distance      Geod. Az  |
 GB2130|                                                           dddmmss.s |
 GB2130| CG5615 BIRCH AZ MK                                        0042852.7 |
 GB2130| CG5616 BIRCH AZ MK RESET                                  0043129.3 |
 GB2130| CG5617 BIRCH AZ MK 3                                      0404104.7 |
 GB2130| GB2131 BIRCH RM 1                           35.565 METERS 07747     |
 GB2130| GB2129 BIRCH RM 2                           38.969 METERS 31346     |
 GB2130|---------------------------------------------------------------------|
 GB2130
 GB2130                          SUPERSEDED SURVEY CONTROL
 GB2130
 GB2130  NAD 83(1986)-  36 48 01.15389(N)    085 38 45.61821(W) AD(       ) 1
 GB2130  NAD 27      -  36 48 00.94900(N)    085 38 45.71500(W) AD(       ) 1
 GB2130  NGVD 29 (??/??/92)  347.842  (m)         1141.21   (f) ADJ UNCH    2 0
 GB2130
 GB2130.Superseded values are not recommended for survey control.
 GB2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2130.See file dsdata.txt to determine how the superseded data were derived.
 GB2130
 GB2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2079173576(NAD 83)
 GB2130_MARKER: DS = TRIANGULATION STATION DISK
 GB2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2130_STAMPING: BIRCH 1939
 GB2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2130+STABILITY: SURFACE MOTION
 GB2130
 GB2130  HISTORY     - Date     Condition        Report By
 GB2130  HISTORY     - 1939     MONUMENTED       CGS
 GB2130  HISTORY     - 1950     GOOD             CGS
 GB2130  HISTORY     - 1951     GOOD             NGS
 GB2130  HISTORY     - 1956     GOOD             CGS
 GB2130
 GB2130                          STATION DESCRIPTION
 GB2130
 GB2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 GB2130'ABOUT 9 MILES BY ROAD NORTH BY EAST OF TOMPKINSVILLE ON PROPERTY
 GB2130'OWNED BY MRS. ADA BIRCH, THE MARK IS SET 10 INCHES BELOW GROUND
 GB2130'LEVEL IN THE SOUTHWEST CORNER OF A FIELD DIRECTLY ACROSS THE ROAD
 GB2130'FROM THE BIRCH RESIDENCE, 34.5 FEET NORTHWEST OF THE ROAD
 GB2130'FENCE, 72.5 FEET EAST OF THE WEST FENCE LINE.  THE MARK IS STAMPED
 GB2130'BIRCH 1939.
 GB2130'
 GB2130'TO REACH THE STATION FROM THE JUNCTION OF KENTUCKY STATE ROUTES 90
 GB2130'AND 163 (17 MILES EAST OF GLASGOW) GO SOUTH ON ROUTE 163 FOR 6.5
 GB2130'MILES TO A T ROAD LEFT AT A CEMETERY, TURN LEFT AND GO 1.9 MILES TO A
 GB2130'T ROAD LEFT, TURN LEFT AND GO 0.8 MILE TO STATION ON LEFT.
 GB2130'
 GB2130'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GB2130'BRONZE DISKS SET IN CONCRETE.
 GB2130'
 GB2130'REFERENCE MARK NO. 1 IS EAST BY NORTH OF THE STATION, 1 FOOT
 GB2130'NORTHWEST OF ROAD FENCE, 3 FEET FROM ROAD BANK, 1 FOOT NORTH OF
 GB2130'A STANDARD REFERENCE POST.  THE MARK PROJECTS 4 INCHES AND IS STAMPED
 GB2130'BIRCH NO. 1 1939.  REFERENCE MARK NO. 2 IS NORTHWEST OF THE
 GB2130'STATION, 6 FEET WEST OF THE CENTER LINE OF A LANE, 5 FEET EAST OF THE
 GB2130'FENCE, AND PROJECTS 6 INCHES.  THE DISK IS STAMPED BIRCH NO. 2 1939.
 GB2130'
 GB2130'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE AIRLINE NORTH BY EAST OF
 GB2130'THE STATION ON PROPERTY OWNED BY MR. ISENBERG, ABOUT 150 FEET
 GB2130'NORTHWEST OF THE POST OFFICE AT PERSIMMON, 20 FEET NORTHEAST OF THE
 GB2130'CENTER LINE OF THE ROAD.
 GB2130'
 GB2130'TO REACH THE AZIMUTH FROM THE STATION CONTINUE NORTHEAST ON ROAD FOR
 GB2130'0.3 MILE TO ROAD FORKS, TAKE LEFT FORK AND GO 0.3 MILE TO AZIMUTH
 GB2130'ON RIGHT.
 GB2130'
 GB2130'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 GB2130
 GB2130                          STATION RECOVERY (1950)
 GB2130
 GB2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2130'STATION WAS RECOVERED AS DESCRIBED AND REFERENCE MARKS NO. 1 AND NO.
 GB2130'2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN DANGER OF
 GB2130'BEING DISTURBED AND A NEW MARK WAS SET BY THIS PARTY.  DISTANCE AND
 GB2130'DIRECTION TO THE REFERENCE MARKS CHECKED.  A COMPLETE NEW
 GB2130'DESCRIPTION FOLLOWS.
 GB2130'
 GB2130'STATION IS LOCATED ABOUT 9 MILES NORTH OF TOMKINSVILLE ON PROPERTY
 GB2130'OWNED BY MR. W. T. GABREE. IT IS 98 FEET NORTHEAST OF THE
 GB2130'NORTHEAST CORNER OF A HOUSE, 68 FEET WEST OF THE CENTER OF A GRAVEL
 GB2130'ROAD AND 55 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD.  THE MARK IS
 GB2130'BELOW THE SURFACE OF THE GROUND 10 INCHES AND THE DISK IS STAMPED
 GB2130'BIRCH 1939.
 GB2130'
 GB2130'REFERENCE MARK NO. 1 IS 116.68 FEET NORTHEAST OF THE STATION.  IT IS
 GB2130'22 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 1 FOOT NORTHEAST OF
 GB2130'A WHITE WITNESS POST AND IN A FENCE LINE.  THE MARK PROJECTS 3 INCHES
 GB2130'AND THE DISK IS STAMPED BIRCH NO 1 1939.
 GB2130'
 GB2130'REFERENCE MARK NO. 2 IS 127.85 FEET NORTHWEST OF THE STATION.  IT IS
 GB2130'7 FEET SOUTHWEST OF THE CENTER OF THE DIRT ROAD.  THE MARK IS FLUSH
 GB2130'AND THE DISK IS STAMPED BIRCH NO 2 1939.
 GB2130'
 GB2130'AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION.  IT IS 16 FEET NORTH
 GB2130'OF THE CENTER OF A DIRT ROAD, 2 FEET SOUTHEAST OF A WHITE WITNESS
 GB2130'POST AND IN A FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 GB2130'STAMPED BIRCH 1939 RESET 1950.
 GB2130'
 GB2130'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 63 AND
 GB2130'163 IN TOMKINSVILLE GO NORTH ON HIGHWAY 163 FOR 6.7 MILES TO A
 GB2130'T-ROAD EAST BY A CEMETERY, TURN RIGHT AND GO EAST FOR 1.85 MILE TO A
 GB2130'T-ROAD NORTH, TURN LEFT AND GO NORTH FOR 0.75 MILE TO THE STATION ON
 GB2130'THE LEFT AS DESCRIBED, CONTINUE NORTH FOR 0.3 MILE TO A T-ROAD WEST,
 GB2130'TURN LEFT AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GB2130'DESCRIBED.
 GB2130'
 GB2130'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2130
 GB2130                          STATION RECOVERY (1951)
 GB2130
 GB2130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GB2130'9.2 MI NE FROM TOMPKINSVILLE.
 GB2130'ABOUT 6.65 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE COURT
 GB2130'HOUSE AT TOMPKINSVILLE, THENCE ABOUT 1.8 MILES EAST ALONG A
 GB2130'GRAVEL ROAD, THENCE ABOUT 0.75 MILE NORTHEAST ALONG A GRAVEL
 GB2130'ROAD, AT THE TOP OF A GRADE, IN A CULTIVATED FIELD, 68 FEET
 GB2130'NORTHWEST OF CENTER LINE OF ROAD, 55 FEET EAST-NORTHEAST OF CENTER
 GB2130'LINE OF A DIRT ROAD LEADING NORTH-NORTHWEST, 116.68 FEET SOUTHWEST
 GB2130'OF RM NO. 1, 127.85 FEET NORTHEAST OF RM NO. 2, ABOUT 4 FEET ABOVE
 GB2130'ROAD AND SET IN THE TOP OF A CONCRETE POST ABOUT 10 INCHES
 GB2130'UNDERGROUND.
 GB2130
 GB2130                          STATION RECOVERY (1956)
 GB2130
 GB2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 GB2130'STATION WAS RECOVERED AS DESCRIBED BY L. W. SWANSON IN 1950, AND IS
 GB2130'COMPLETELY ADEQUATE.
 GB2130'
 GB2130'THE AZIMUTH MARK SET IN 1950 WAS DESTROYED BY HIGHWAY CONSTRUCTION, A
 GB2130'NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 GB2130'
 GB2130'TO REACH THE NEW AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEAST ON
 GB2130'GRAVEL ROAD FOR 1.4 MILES TO TOP OF A SMALL GRADE, ACROSS ROAD FROM
 GB2130'MR. J.R. PROPES HOME, ON THE SOUTHEAST SIDE OF ROAD, ABOUT 23 FEET
 GB2130'FROM CENTER OF ROAD, 10 FEET NORTHWEST OF A FENCE CORNER
 GB2130'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BIRCH 1939
 GB2130'RESET 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2131 ***********************************************************************
 GB2131  DESIGNATION -  BIRCH RM 1
 GB2131  PID         -  GB2131
 GB2131  STATE/COUNTY-  KY/MONROE
 GB2131  USGS QUAD   -  SULPHUR LICK (1982)
 GB2131
 GB2131                         *CURRENT SURVEY CONTROL
 GB2131  ___________________________________________________________________
 GB2131* NAD 83(1986)-  36 48 00.     (N)    085 38 45.     (W)     SCALED    
 GB2131* NAVD 88     -       346.985  (meters)    1138.40   (feet)  ADJUSTED  
 GB2131  ___________________________________________________________________
 GB2131  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GB2131  DYNAMIC HT  -         346.699 (meters)    1137.46  (feet)  COMP
 GB2131  MODELED GRAV-     979,796.7   (mgal)                       NAVD 88
 GB2131
 GB2131  VERT ORDER  -  SECOND    CLASS 0
 GB2131
 GB2131.The horizontal coordinates were scaled from a topographic map and have
 GB2131.an estimated accuracy of +/- 6 seconds.
 GB2131
 GB2131.The orthometric height was determined by differential leveling
 GB2131.and adjusted by the National Geodetic Survey in June 1991..
 GB2131
 GB2131.The geoid height was determined by GEOID03.
 GB2131
 GB2131.The dynamic height is computed by dividing the NAVD 88
 GB2131.geopotential number by the normal gravity value computed on the
 GB2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2131.degrees latitude (g = 980.6199 gals.).
 GB2131
 GB2131.The modeled gravity was interpolated from observed gravity values.
 GB2131
 GB2131;                    North         East    Units  Estimated Accuracy
 GB2131;SPC KY1Z     - 1,051,800.    1,509,300.      MT  (+/- 180 meters Scaled)
 GB2131
 GB2131                          SUPERSEDED SURVEY CONTROL
 GB2131
 GB2131  NGVD 29 (??/??/92)  347.115  (m)         1138.83   (f) ADJ UNCH    2 0
 GB2131
 GB2131.Superseded values are not recommended for survey control.
 GB2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2131.See file dsdata.txt to determine how the superseded data were derived.
 GB2131
 GB2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF208735(NAD 83)
 GB2131_MARKER: DR = REFERENCE MARK DISK
 GB2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2131_STAMPING: BIRCH NO 1 1939
 GB2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2131+STABILITY: SURFACE MOTION
 GB2131
 GB2131  HISTORY     - Date     Condition        Report By
 GB2131  HISTORY     - 1939     MONUMENTED       CGS
 GB2131  HISTORY     - 1951     GOOD             NGS
 GB2131
 GB2131                          STATION DESCRIPTION
 GB2131
 GB2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB2131'9.2 MI NE FROM TOMPKINSVILLE.
 GB2131'ABOUT 6.65 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE COURT
 GB2131'HOUSE AT TOMPKINSVILLE, THENCE ABOUT 1.8 MILES EAST ALONG A
 GB2131'GRAVEL ROAD, THENCE ABOUT 0.75 MILE NORTHEAST ALONG A GRAVEL
 GB2131'ROAD, ABOUT 60 YARDS NORTHEAST OF THE TOP OF A GRADE, 22 FEET
 GB2131'NORTHWEST OF CENTER LINE OF ROAD, 1/2 FOOT NORTHWEST OF A WIRE
 GB2131'FENCE, 116.68 FEET NORTHEAST OF STATION MARK, 1 FOOT NORTHEAST OF
 GB2131'A WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE ROAD AND SET IN
 GB2131'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2129 ***********************************************************************
 GB2129  DESIGNATION -  BIRCH RM 2
 GB2129  PID         -  GB2129
 GB2129  STATE/COUNTY-  KY/MONROE
 GB2129  USGS QUAD   -  SULPHUR LICK (1982)
 GB2129
 GB2129                         *CURRENT SURVEY CONTROL
 GB2129  ___________________________________________________________________
 GB2129* NAD 83(1986)-  36 48 00.     (N)    085 38 45.     (W)     SCALED    
 GB2129* NAVD 88     -       346.192  (meters)    1135.80   (feet)  ADJUSTED  
 GB2129  ___________________________________________________________________
 GB2129  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GB2129  DYNAMIC HT  -         345.907 (meters)    1134.86  (feet)  COMP
 GB2129  MODELED GRAV-     979,796.7   (mgal)                       NAVD 88
 GB2129
 GB2129  VERT ORDER  -  SECOND    CLASS 0
 GB2129
 GB2129.The horizontal coordinates were scaled from a topographic map and have
 GB2129.an estimated accuracy of +/- 6 seconds.
 GB2129
 GB2129.The orthometric height was determined by differential leveling
 GB2129.and adjusted by the National Geodetic Survey in June 1991..
 GB2129
 GB2129.The geoid height was determined by GEOID03.
 GB2129
 GB2129.The dynamic height is computed by dividing the NAVD 88
 GB2129.geopotential number by the normal gravity value computed on the
 GB2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2129.degrees latitude (g = 980.6199 gals.).
 GB2129
 GB2129.The modeled gravity was interpolated from observed gravity values.
 GB2129
 GB2129;                    North         East    Units  Estimated Accuracy
 GB2129;SPC KY1Z     - 1,051,800.    1,509,300.      MT  (+/- 180 meters Scaled)
 GB2129
 GB2129                          SUPERSEDED SURVEY CONTROL
 GB2129
 GB2129  NGVD 29 (??/??/92)  346.322  (m)         1136.22   (f) ADJ UNCH    2 0
 GB2129
 GB2129.Superseded values are not recommended for survey control.
 GB2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2129.See file dsdata.txt to determine how the superseded data were derived.
 GB2129
 GB2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF208735(NAD 83)
 GB2129_MARKER: DR = REFERENCE MARK DISK
 GB2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2129_STAMPING: BIRCH NO 2 1939
 GB2129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2129+STABILITY: SURFACE MOTION
 GB2129
 GB2129  HISTORY     - Date     Condition        Report By
 GB2129  HISTORY     - 1939     MONUMENTED       CGS
 GB2129  HISTORY     - 1951     GOOD             NGS
 GB2129
 GB2129                          STATION DESCRIPTION
 GB2129
 GB2129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB2129'9.2 MI NE FROM TOMPKINSVILLE.
 GB2129'ABOUT 6.65 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE COURT
 GB2129'HOUSE AT TOMPKINSVILLE, THENCE ABOUT 1.8 MILES EAST ALONG A
 GB2129'GRAVEL ROAD, THENCE ABOUT 0.75 MILE NORTHEAST ALONG A GRAVEL ROAD,
 GB2129'AT THE TOP OF A GRADE, 201 FEET NORTHWEST OF CENTER LINE OF ROAD,
 GB2129'7 FEET SOUTHWEST OF CENTER LINE OF A DIRT ROAD NORTHWEST, 127.85
 GB2129'FEET NORTHWEST OF STATION MARK, 1 1/2 FEET SOUTHWEST OF A WHITE
 GB2129'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD NORTHWEST AND SET IN
 GB2129'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3582 ***********************************************************************
 GA3582  DESIGNATION -  BIRD BRANCH LOOKOUT TOWER
 GA3582  PID         -  GA3582
 GA3582  STATE/COUNTY-  KY/BELL
 GA3582  USGS QUAD   -  PINEVILLE (1974)
 GA3582
 GA3582                         *CURRENT SURVEY CONTROL
 GA3582  ___________________________________________________________________
 GA3582* NAD 83(1993)-  36 45 50.47570(N)    083 38 07.00294(W)     ADJUSTED  
 GA3582* NAVD 88     -                                                        
 GA3582  ___________________________________________________________________
 GA3582  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 GA3582  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GA3582
 GA3582  HORZ ORDER  -  THIRD
 GA3582
 GA3582.The horizontal coordinates were established by classical geodetic methods
 GA3582.and adjusted by the National Geodetic Survey in December 1995..
 GA3582
 GA3582
 GA3582.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3582
 GA3582.The geoid height was determined by GEOID03.
 GA3582
 GA3582;                    North         East     Units Scale Factor Converg.
 GA3582;SPC KY1Z     - 1,049,940.776 1,688,816.142   MT  1.00009169   +1 17 54.1
 GA3582;SPC KY1Z     - 3,444,680.70  5,540,724.29   sFT  1.00009169   +1 17 54.1
 GA3582;SPC KY S     -   549,908.130   688,798.197   MT  0.99999457   +1 16 57.0
 GA3582;SPC KY S     - 1,804,156.92  2,259,832.08   sFT  0.99999457   +1 16 57.0
 GA3582;UTM  17      - 4,071,933.965   264,776.939   MT  1.00028170   -1 34 40.8
 GA3582
 GA3582                          SUPERSEDED SURVEY CONTROL
 GA3582
 GA3582  NAD 83(1993)-  36 45 50.47915(N)    083 38 07.00568(W) AD(       ) 4
 GA3582  NAD 83(1986)-  36 45 50.48488(N)    083 38 07.00736(W) AD(       ) 4
 GA3582  NAD 27      -  36 45 50.17800(N)    083 38 07.31800(W) AD(       ) 3
 GA3582
 GA3582.Superseded values are not recommended for survey control.
 GA3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3582.See file dsdata.txt to determine how the superseded data were derived.
 GA3582
 GA3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6477771934(NAD 83)
 GA3582_MARKER: 57 = LOOKOUT TOWER
 GA3582
 GA3582  HISTORY     - Date     Condition        Report By
 GA3582  HISTORY     - 1950     FIRST OBSERVED   CGS
 GA3582
 GA3582                          STATION DESCRIPTION
 GA3582
 GA3582'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3582'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF PINEVILLE ON THE PINE
 GA3582'MOUNTAIN RANGE.
 GA3582'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 90 FEET
 GA3582'HIGH, PAINTED GREY WITH A SQUARE
 GA3582'CAB ON TOP.  A TRAVERSE CONNECTION
 GA3582'WAS MADE FROM TRIANGULATION STATION BIRD AND THE
 GA3582'DISTANCE WAS FOUND
 GA3582'TO BE 3.3 FEET (1.00 METERS).  THE POINT MEASURED TO AND OBSERVED
 GA3582'ON WAS THE
 GA3582'INTERSECTION OF THE BASE OF THE TOWER.
 GA3582'
 GA3582'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25E AND 119
 GA3582'ABOUT ONE MILE SOUTH OF
 GA3582'PINEVILLE, GO EAST ON HIGHWAY 119 FOR 1.2 MILES TO A
 GA3582'T-ROAD LEFT, TURN LEFT AND GO
 GA3582'0.8 MILE TO A FORK, KEEP LEFT FORK AND
 GA3582'GO 1.2 MILES TO A FORK, TURN RIGHT AND GO 0.4
 GA3582'MILE TO A FORK, JUST
 GA3582'AFTER FORDING A CREEK, TAKE RIGHT FORK AND GO 0.8 MILE UP HILL
 GA3582'(KEEPING ALL
 GA3582'LEFT HAND FORKS) ON THE MAIN ROAD TO A FORK AND A
 GA3582'TRIANGLE BLAZED ON AN 18 INCH
 GA3582'GUM TREE ON THE RIGHT AND END OF TRUCK
 GA3582'TRAVEL FOR STANDARD TRUCKS, TAKE RIGHT FORK AND
 GA3582'GO 0.2 MILE TO A
 GA3582'FORK, TURN RIGHT AND GO 0.1 MILE TO A FORK JUST AFTER PASSING OVER
 GA3582'LARGE ROCKS AND
 GA3582'A TRIANGLE BLAZED ON A 6 INCH OAK TREE, KEEP LEFT
 GA3582'FORK UP HILL FOR 0.3 MILE TO A
 GA3582'LARGE FLAT ROCK, BEAR LEFT AND GO 0.1
 GA3582'MILE TO THE LOOKOUT TOWER AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3583 ***********************************************************************
 GA3583  DESIGNATION -  BIRD RESET
 GA3583  PID         -  GA3583
 GA3583  STATE/COUNTY-  KY/BELL
 GA3583  USGS QUAD   -  PINEVILLE (1974)
 GA3583
 GA3583                         *CURRENT SURVEY CONTROL
 GA3583  ___________________________________________________________________
 GA3583* NAD 83(1993)-  36 45 50.46124(N)    083 38 07.03943(W)     ADJUSTED  
 GA3583* NAVD 88     -       759.     (meters)    2490.     (feet)  SCALED    
 GA3583  ___________________________________________________________________
 GA3583  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 GA3583  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GA3583
 GA3583  HORZ ORDER  -  SECOND
 GA3583
 GA3583.The horizontal coordinates were established by classical geodetic methods
 GA3583.and adjusted by the National Geodetic Survey in December 1995..
 GA3583
 GA3583.The orthometric height was scaled from a topographic map.
 GA3583
 GA3583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3583
 GA3583.The geoid height was determined by GEOID03.
 GA3583
 GA3583;                    North         East     Units Scale Factor Converg.
 GA3583;SPC KY1Z     - 1,049,940.310 1,688,815.247   MT  1.00009170   +1 17 54.1
 GA3583;SPC KY1Z     - 3,444,679.17  5,540,721.36   sFT  1.00009170   +1 17 54.1
 GA3583;SPC KY S     -   549,907.665   688,797.303   MT  0.99999457   +1 16 57.0
 GA3583;SPC KY S     - 1,804,155.40  2,259,829.15   sFT  0.99999457   +1 16 57.0
 GA3583;UTM  17      - 4,071,933.544   264,776.022   MT  1.00028171   -1 34 40.8
 GA3583
 GA3583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3583!SPC KY1Z     -   0.99988572  x   1.00009170  =   0.99997741
 GA3583!SPC KY S     -   0.99988572  x   0.99999457  =   0.99988029
 GA3583!UTM  17      -   0.99988572  x   1.00028171  =   1.00016739
 GA3583
 GA3583:                Primary Azimuth Mark                     Grid Az
 GA3583:SPC KY1Z     -  KETTLE AZ MK                             050 42 08.2
 GA3583:SPC KY S     -  KETTLE AZ MK                             050 43 05.3
 GA3583:UTM  17      -  KETTLE AZ MK                             053 34 43.1
 GA3583
 GA3583|---------------------------------------------------------------------|
 GA3583| PID    Reference Object                     Distance      Geod. Az  |
 GA3583|                                                           dddmmss.s |
 GA3583| GA3573 KETTLE AZ MK                        APPROX. 5.5 KM 0520002.3 |
 GA3583| GA3582 BIRD BRANCH LOOKOUT TOWER             1.009 METERS 06347     |
 GA3583| DB8772 BIRD RM 1                            19.711 METERS 08913     |
 GA3583| GA3586 TEJAY                               APPROX. 9.9 KM 1020151.7 |
 GA3583| DB8773 BIRD RM 2                            22.280 METERS 24141     |
 GA3583| GA3576 JENSON AZ MK                        APPROX. 1.3 KM 3560331.9 |
 GA3583|---------------------------------------------------------------------|
 GA3583
 GA3583                          SUPERSEDED SURVEY CONTROL
 GA3583
 GA3583  NAD 83(1993)-  36 45 50.46470(N)    083 38 07.04217(W) AD(       ) 2
 GA3583  NAD 83(1986)-  36 45 50.46954(N)    083 38 07.04310(W) AD(       ) 2
 GA3583  NAD 27      -  36 45 50.16360(N)    083 38 07.35440(W) AD(       ) 2
 GA3583
 GA3583.Superseded values are not recommended for survey control.
 GA3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3583.See file dsdata.txt to determine how the superseded data were derived.
 GA3583
 GA3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6477671934(NAD 83)
 GA3583_MARKER: DS = TRIANGULATION STATION DISK
 GA3583_SETTING: 80 = SET IN A BOULDER
 GA3583_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3583_STAMPING: BIRD 1950 1980
 GA3583_MARK LOGO: NGS   
 GA3583
 GA3583  HISTORY     - Date     Condition        Report By
 GA3583  HISTORY     - 1980     MONUMENTED       NGS
 GA3583
 GA3583                          STATION DESCRIPTION
 GA3583
 GA3583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA3583'THE STATION MARK WAS FOUND IN POOR CONDITION AND WAS REPAIRED.  BOTH
 GA3583'OF THE REFERENCE MARKS WERE FOUND WITH THE DISK GONE BUT THE STEMS IN
 GA3583'PLACE.  THE BIRD BRANCH LOOKOUT TOWER HAS BEEN TORN DOWN.  THE
 GA3583'DIRECTION BETWEEN THE STEMS CHECKED AS DID THE DISTANCE TO
 GA3583'THEM.  REFERENCE MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS.
 GA3583'
 GA3583'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF PINEVILLE AT THE
 GA3583'FORMER SITE OF THE BIRD BRANCH LOOKOUT TOWER, IN A DRILL HOLE IN VERY
 GA3583'LARGE ROCK ON WHICH THE LOOKOUT TOWER WAS SET, ABOUT 5 FEET LOWER
 GA3583'THAN HIGHEST POINT, AND 5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GA3583'SMALL CONCRETE BLOCK TRANSMITTER SHED.  THE DISK IS SURROUNDED BY
 GA3583'CONCRETE AND STAMPED---BIRD 1950 1980---.
 GA3583'
 GA3583'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 119 AND 25 E
 GA3583'AT PINEVILLE, GO EASTERLY ON HIGHWAY 119 FOR 1.5 MILES TO A PAVED ROAD
 GA3583'LEFT.  TURN LEFT AND FOLLOW PAVED ROAD FOR 0.75 MILE TO A ROAD
 GA3583'FORK.  TAKE THE LEFT FORK AND GO FOR 2.75 MILES TO A ROAD RIGHT AT
 GA3583'THE NORTH END OF A QUARRY.  TURN RIGHT AND FOLLOW ROAD FOR 0.2 MILE
 GA3583'TO A WOODS ROAD LEFT.  TURN LEFT LEFT ON THE WOODS ROAD USING A 4
 GA3583'WHEEL DRIVE VEHICLE AND GO FOR 0.4 MILE TO HIGHEST POINT AND THE
 GA3583'STATION.
 GA3583'
 GA3583'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---BIRD 1950 NO 3
 GA3583'1980---SET IN A DRILL HOLE IN THE TOP AND CENTER OF THE CONCRETE BASE
 GA3583'OF WHAT USED TO BE THE SOUTHEAST LEG OF OF THE TOWER.
 GA3583'
 GA3583'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---BIRD 1950 NO 4
 GA3583'1980---SET IN A DRILL HOLE IN THE BOULDER, 7 FEET NORTHWEST OF THE
 GA3583'SOUTHWEST LEG CONCRETE BASE AND 20 FEET SOUTHWEST OF THE SOUTHWEST
 GA3583'CORNER OF THE CONCRETE BLOCK SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2513 ***********************************************************************
 HZ2513  DESIGNATION -  BISHOP
 HZ2513  PID         -  HZ2513
 HZ2513  STATE/COUNTY-  KY/GRANT
 HZ2513  USGS QUAD   -  VERONA (1981)
 HZ2513
 HZ2513                         *CURRENT SURVEY CONTROL
 HZ2513  ___________________________________________________________________
 HZ2513* NAD 83(1993)-  38 46 53.21475(N)    084 37 42.20745(W)     ADJUSTED  
 HZ2513* NAVD 88     -       274.9    (meters)     902.     (feet)  VERTCON   
 HZ2513  ___________________________________________________________________
 HZ2513  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 HZ2513  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ2513
 HZ2513  HORZ ORDER  -  SECOND
 HZ2513
 HZ2513.The horizontal coordinates were established by classical geodetic methods
 HZ2513.and adjusted by the National Geodetic Survey in April 1998..
 HZ2513
 HZ2513.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2513
 HZ2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2513
 HZ2513.The geoid height was determined by GEOID03.
 HZ2513
 HZ2513;                    North         East     Units Scale Factor Converg.
 HZ2513;SPC KY1Z     - 1,272,296.342 1,597,459.696   MT  1.00002969   +0 41 19.0
 HZ2513;SPC KY1Z     - 4,174,192.25  5,240,999.02   sFT  1.00002969   +0 41 19.0
 HZ2513;SPC KY N     -   142,307.080   467,121.599   MT  0.99997708   -0 14 07.4
 HZ2513;SPC KY N     -   466,885.81  1,532,548.11   sFT  0.99997708   -0 14 07.4
 HZ2513;UTM  16      - 4,295,195.459   706,004.852   MT  1.00012261   +1 29 09.5
 HZ2513
 HZ2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2513!SPC KY1Z     -   0.99996218  x   1.00002969  =   0.99999186
 HZ2513!SPC KY N     -   0.99996218  x   0.99997708  =   0.99993926
 HZ2513!UTM  16      -   0.99996218  x   1.00012261  =   1.00008478
 HZ2513
 HZ2513|---------------------------------------------------------------------|
 HZ2513| PID    Reference Object                     Distance      Geod. Az  |
 HZ2513|                                                           dddmmss.s |
 HZ2513| DB8775 BISHOP RM 1                          12.661 METERS 16921     |
 HZ2513| DB8774 BISHOP AZ MK                                       2552522.6 |
 HZ2513| DB8776 BISHOP RM 2                          12.300 METERS 26132     |
 HZ2513|---------------------------------------------------------------------|
 HZ2513
 HZ2513                          SUPERSEDED SURVEY CONTROL
 HZ2513
 HZ2513  NAD 83(1993)-  38 46 53.21491(N)    084 37 42.20711(W) AD(       ) 2
 HZ2513  NAD 83(1986)-  38 46 53.20960(N)    084 37 42.21748(W) AD(       ) 2
 HZ2513  NAD 27      -  38 46 52.97985(N)    084 37 42.41522(W) AD(       ) 2
 HZ2513  NGVD 29 (07/19/86)  275.1    (m)          903.     (f) VERT ANG       
 HZ2513
 HZ2513.Superseded values are not recommended for survey control.
 HZ2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2513.See file dsdata.txt to determine how the superseded data were derived.
 HZ2513
 HZ2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0600595195(NAD 83)
 HZ2513_MARKER: DD = SURVEY DISK
 HZ2513_SETTING: 0 = UNSPECIFIED SETTING
 HZ2513
 HZ2513  HISTORY     - Date     Condition        Report By
 HZ2513  HISTORY     - 1964     MONUMENTED       KYHD
 HZ2513  HISTORY     - 1986     GOOD             LOCSUR
 HZ2513
 HZ2513                          STATION DESCRIPTION
 HZ2513
 HZ2513'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ2513'STATION IS LOCATED ABOUT 1 MILE WEST OF CRITTENDEN, AND ABOUT 3 MILES
 HZ2513'SOUTHEAST OF VERONA ON THE NORTH RIGHT OF WAY OF STATE HIGHWAY 491.
 HZ2513'
 HZ2513'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 HZ2513'HIGHWAY 491 IN THE NORTH END OF CRITTENDEN, GO WEST AND SOUTHWEST
 HZ2513'ALONG STATE HIGHWAY 491 FOR 1.75 MILES TO THE STATION ON THE RIGHT AS
 HZ2513'DESCRIBED.  CONTINUE SOUTHWEST ALONG STATE HIGHWAY 491 FOR 0.35 MILE
 HZ2513'TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.05 MILE TO
 HZ2513'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 HZ2513'
 HZ2513'THE STATION IS LOCATED 94 FEET WEST OF THE NORTH END OF A 24 INCH
 HZ2513'CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 19 FEET NORTH OF THE CENTER
 HZ2513'OF STATE HIGHWAY NO.491, 6 FEET NORTHEAST OF THE EAST END OF A 15
 HZ2513'INCH METAL PIPE CULVERT UNDER A FIELD ROAD, 4 FEET SOUTHEAST OF A
 HZ2513'FENCE POST AT EAST END OF A WOODEN GATE, 2.7 FEET SOUTH OF FENCE
 HZ2513'LINE, 2.7 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK
 HZ2513'IS FLUSH AND THE DISK IS STAMPED BISHOP 1964.
 HZ2513'
 HZ2513'REFERENCE MARK NO.1 IS SOUTH OF THE STATION, 95 FEET WEST OF THE
 HZ2513'SOUTH END OF A 24 INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 22
 HZ2513'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 491, 1.4 FEET NORTH OF
 HZ2513'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BISHOP NO.1
 HZ2513'1964.
 HZ2513'
 HZ2513'REFERENCE MARK NO.2 IS WEST OF THE STATION, 23 FEET WEST OF A FENCE
 HZ2513'POST AT THE WEST END OF A WOODEN GATE, 21 FEET NORTH OF THE CENTER
 HZ2513'OF STATE HIGHWAY 491, 1.5 FEET SOUTH OF FENCE LINE.  THE MARK IS
 HZ2513'FLUSH AND THE DISK IS STAMPED BISHOP NO.2 1964.
 HZ2513'
 HZ2513'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WEST OF THE STATION ON THE
 HZ2513'WEST SIDE OF A GRAVEL ROAD, 49 FEET SOUTHWEST AND ACROSS GRAVEL ROAD
 HZ2513'FROM A TELEPHONE POLE, 25 FEET SOUTH OF A FENCE POST AT THE SOUTH
 HZ2513'EDGE OF FIELD ROAD INTO FIELD, 15 FEET NORTHWEST OF CENTER OF GRAVEL
 HZ2513'ROAD, 1.5 FEET EAST OF FENCE LINE AND 1.4 FEET SOUTHEAST OF METAL
 HZ2513'WITNESS POST AND SIGN.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 HZ2513'STAMPED BISHOP 1964.
 HZ2513'
 HZ2513'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ2513'DEPARTMENT OF HIGHWAYS DISKS SET IN THE TOP OF CONCRETE POSTS.
 HZ2513'
 HZ2513'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 HZ2513
 HZ2513                          STATION RECOVERY (1986)
 HZ2513
 HZ2513'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (BD)
 HZ2513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3465 ***********************************************************************
 GA3465  DESIGNATION -  BLACK MOUNTAIN ASRS 2 DOME
 GA3465  PID         -  GA3465
 GA3465  STATE/COUNTY-  KY/HARLAN
 GA3465  USGS QUAD   -  BENHAM (1979)
 GA3465
 GA3465                         *CURRENT SURVEY CONTROL
 GA3465  ___________________________________________________________________
 GA3465* NAD 83(1993)-  36 54 58.09036(N)    082 53 27.52406(W)     ADJUSTED  
 GA3465* NAVD 88     -                                                        
 GA3465  ___________________________________________________________________
 GA3465  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 GA3465  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA3465
 GA3465  HORZ ORDER  -  THIRD
 GA3465
 GA3465.The horizontal coordinates were established by classical geodetic methods
 GA3465.and adjusted by the National Geodetic Survey in December 1995..
 GA3465
 GA3465
 GA3465.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3465
 GA3465.The geoid height was determined by GEOID03.
 GA3465
 GA3465;                    North         East     Units Scale Factor Converg.
 GA3465;SPC KY1Z     - 1,068,585.802 1,754,736.873   MT  1.00004420   +1 45 19.2
 GA3465;SPC KY1Z     - 3,505,851.92  5,756,999.22   sFT  1.00004420   +1 45 19.2
 GA3465;SPC KY S     -   568,530.127   754,719.411   MT  0.99997185   +1 44 02.0
 GA3465;SPC KY S     - 1,865,252.59  2,476,108.60   sFT  0.99997185   +1 44 02.0
 GA3465;SPC VA S     - 1,073,774.004 3,108,873.161   MT  0.99997623   -2 39 54.0
 GA3465;SPC VA S     - 3,522,873.54 10,199,694.70   sFT  0.99997623   -2 39 54.0
 GA3465;UTM  17      - 4,087,239.094   331,554.936   MT  0.99994955   -1 08 09.9
 GA3465
 GA3465                          SUPERSEDED SURVEY CONTROL
 GA3465
 GA3465  NAD 83(1993)-  36 54 58.09242(N)    082 53 27.52413(W) AD(       ) 4
 GA3465  NAD 83(1986)-  36 54 58.09836(N)    082 53 27.53111(W) AD(       ) 4
 GA3465  NAD 27      -  36 54 57.76752(N)    082 53 27.94023(W) AD(       ) 3
 GA3465
 GA3465.Superseded values are not recommended for survey control.
 GA3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3465.See file dsdata.txt to determine how the superseded data were derived.
 GA3465
 GA3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3155587239(NAD 83)
 GA3465_MARKER: 26 = SPHERICAL RADOME
 GA3465
 GA3465  HISTORY     - Date     Condition        Report By
 GA3465  HISTORY     - 1963     FIRST OBSERVED   CGS
 GA3465
 GA3465                          STATION DESCRIPTION
 GA3465
 GA3465'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3465'THE AIR ROUTE SURVEILLANCE RADAR DOME IS LOCATED ON BLACK MOUNTAIN,
 GA3465'ABOUT 6 MILES NORTHWEST
 GA3465'OF BIG STONE GAP, VIRGINIA, 5 MILES WEST OF
 GA3465'APPALACHIA, VIRGINIA AND 4 MILES
 GA3465'SOUTH OF LYNCH, KENTUCKY.
 GA3465'
 GA3465'THE STATION IS A 4-LEGGED STEEL STRUCTURE, COLORED RED AND WHITE,
 GA3465'WITH A LARGE SILVER DOME
 GA3465'MOUNTED ON TOP, WITH AND OVER-ALL HEIGHT OR ABOUT 100
 GA3465'FEET AND THE TOP AND CENTER
 GA3465'WAS THE POINT INTERSECTED.
 GA3465'
 GA3465'TO REACH THE STATION FROM THE JUNCTION OR U.S. HIGHWAY 58 AND STATE
 GA3465'HIGHWAY 160 IN APPALACHIA,
 GA3465'VIRGINIA, GO NORTHWEST ON STATE HIGHWAY 160 FOR 8.25
 GA3465'MILES TO A CROSS ROAD AT THE TOP
 GA3465'OF MOUNTAIN, TURN LEFT ON DIRT ROAD
 GA3465'AND GO 1.5 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1663 ***********************************************************************
 HA1663  DESIGNATION -  BLACKFORD
 HA1663  PID         -  HA1663
 HA1663  STATE/COUNTY-  KY/CRITTENDEN
 HA1663  USGS QUAD   -  BLACKFORD (1954)
 HA1663
 HA1663                         *CURRENT SURVEY CONTROL
 HA1663  ___________________________________________________________________
 HA1663* NAD 83(1993)-  37 27 21.47865(N)    087 57 01.29847(W)     ADJUSTED  
 HA1663* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 HA1663  ___________________________________________________________________
 HA1663  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 HA1663  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 HA1663
 HA1663  HORZ ORDER  -  THIRD
 HA1663
 HA1663.The horizontal coordinates were established by classical geodetic methods
 HA1663.and adjusted by the National Geodetic Survey in December 1995..
 HA1663
 HA1663.The orthometric height was scaled from a topographic map.
 HA1663
 HA1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1663
 HA1663.The geoid height was determined by GEOID03.
 HA1663
 HA1663;                    North         East     Units Scale Factor Converg.
 HA1663;SPC KY1Z     - 1,126,888.074 1,305,349.264   MT  0.99993170   -1 21 03.4
 HA1663;SPC KY1Z     - 3,697,131.96  4,282,633.38   sFT  0.99993170   -1 21 03.4
 HA1663;SPC KY S     -   626,850.649   305,345.722   MT  0.99994765   -1 20 04.0
 HA1663;SPC KY S     - 2,056,592.50  1,001,788.42   sFT  0.99994765   -1 20 04.0
 HA1663;UTM  16      - 4,145,880.102   415,947.232   MT  0.99968702   -0 34 40.8
 HA1663
 HA1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1663!SPC KY1Z     -   0.99998428  x   0.99993170  =   0.99991598
 HA1663!SPC KY S     -   0.99998428  x   0.99994765  =   0.99993193
 HA1663!UTM  16      -   0.99998428  x   0.99968702  =   0.99967130
 HA1663
 HA1663|---------------------------------------------------------------------|
 HA1663| PID    Reference Object                     Distance      Geod. Az  |
 HA1663|                                                           dddmmss.s |
 HA1663| CG7192 BLACKFORD RM 1                       24.382 METERS 17221     |
 HA1663| CG7193 BLACKFORD RM 2                       20.839 METERS 25842     |
 HA1663| CG7191 BLACKFORD AZ MK                                    3051453.3 |
 HA1663|---------------------------------------------------------------------|
 HA1663
 HA1663                          SUPERSEDED SURVEY CONTROL
 HA1663
 HA1663  NAD 83(1986)-  37 27 21.48667(N)    087 57 01.30104(W) AD(       ) 3
 HA1663  NAD 27      -  37 27 21.32188(N)    087 57 01.21641(W) AD(       ) 3
 HA1663
 HA1663.Superseded values are not recommended for survey control.
 HA1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1663.See file dsdata.txt to determine how the superseded data were derived.
 HA1663
 HA1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1594745880(NAD 83)
 HA1663_MARKER: DS = TRIANGULATION STATION DISK
 HA1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1663_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1663
 HA1663  HISTORY     - Date     Condition        Report By
 HA1663  HISTORY     - 1962     MONUMENTED       CGS
 HA1663
 HA1663                          STATION DESCRIPTION
 HA1663
 HA1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1663'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF SULLIVAN, ABOUT 7 MILES
 HA1663'WEST OF CLAY AND ON PROPERTY OWNED BY MR. W.M.  BERRY.  IT IS 111
 HA1663'FEET WEST OF AN 18 INCH OAK TREE, 72 FEET NORTHEAST OF AN 18 INCH ELM
 HA1663'TREE, 59 FEET NORTH OF A 6 INCH ELM TREE WITH A TRIANGULAR BLAZE ON
 HA1663'THE NORTH SIDE AND 56 FEET NORTH OF A WIRE FENCE.  THE MONUMENT IS 18
 HA1663'INCHES UNDERGROUND AND THE DISK IS STAMPED BLACKFORD 1962.
 HA1663'
 HA1663'TO REACH FORM THE JUNCTION OF U.S. HIGHWAYS 60, 641 AND STATE HIGHWAY
 HA1663'109 IN SULLIVAN, GO SOUTH, EAST AND SOUTH ON HIGHWAYS 60 AND
 HA1663'641 FOR 2.95 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH MARK.  TURN
 HA1663'LEFT AND GO SOUTHEAST ON A GRAVELED ROAD FOR 0.15 MILE TO A WOODEN
 HA1663'GATE AND A FIELD ENTRANCE ON THE LEFT.  TURN LEFT, PASS THROUGH GATE
 HA1663'AND GO NORTH- NORTHEAST ON A TRACK ROAD FOR 0.2 MILE TO TOP OF
 HA1663'RIDGE.  TURN SHARP RIGHT AND GO SOUTH ON TOP OF RIDGE FOR 0.2 MILE TO
 HA1663'THE HIGHEST POINT OF THE RIDGE AND STATION.
 HA1663'
 HA1663'REFERENCE MARK 1 IS 64 FEET SOUTHWEST OF THE 18 INCH OAK TREE, 50
 HA1663'FEET EAST OF THE 6 INCH ELM TREE WITH TRIANGULAR BLAZE ON THE
 HA1663'NORTH SIDE AND 3 FEET NORTH OF THE WIRE FENCE.  THE MONUMENT IS FLUSH
 HA1663'AND THE DISK IS STAMPED BLACKFORD NO 1 1962.
 HA1663'
 HA1663'REFERENCE MARK 2 IS 20 FEET SOUTHEAST OF THE 18 INCH ELM TREE, 3 FEET
 HA1663'NORTH OF THE WIRE FENCE AND 2.5 FEET NORTH OF A WITNESS POST.  THE
 HA1663'MONUMENT IS FLUSH AND THE DISK IS STAMPED BLACKFORD NO 2 1962.
 HA1663'
 HA1663'THE AZIMUTH MARK IS 42 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAYS
 HA1663'60 AND 641, 20 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED ROAD,
 HA1663'3 FEET SOUTHEAST OF A WITNESS POST AND 2 FEET SOUTHEAST OF A POWER
 HA1663'POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HA1663'BLACKFORD 1962.
 HA1663'
 HA1663'NO MEASUREMENTS BETWEEN RMS, TOO MUCH DIFFERENCE IN ELEVATION.
 HA1663'
 HA1663'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3312 ***********************************************************************
 GY3312  DESIGNATION -  BLACKWATER
 GY3312  PID         -  GY3312
 GY3312  STATE/COUNTY-  KY/LAUREL
 GY3312  USGS QUAD   -  BLACKWATER (1979)
 GY3312
 GY3312                         *CURRENT SURVEY CONTROL
 GY3312  ___________________________________________________________________
 GY3312* NAD 83(1993)-  37 02 38.43553(N)    083 53 26.91604(W)     ADJUSTED  
 GY3312* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 GY3312  ___________________________________________________________________
 GY3312  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 GY3312  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GY3312
 GY3312  HORZ ORDER  -  SECOND
 GY3312
 GY3312.The horizontal coordinates were established by classical geodetic methods
 GY3312.and adjusted by the National Geodetic Survey in December 1995..
 GY3312
 GY3312.The orthometric height was scaled from a topographic map.
 GY3312
 GY3312.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3312
 GY3312.The geoid height was determined by GEOID03.
 GY3312
 GY3312;                    North         East     Units Scale Factor Converg.
 GY3312;SPC KY1Z     - 1,080,522.340 1,665,384.836   MT  1.00000964   +1 08 29.3
 GY3312;SPC KY1Z     - 3,545,013.71  5,463,850.08   sFT  1.00000964   +1 08 29.3
 GY3312;SPC KY S     -   580,493.514   665,376.586   MT  0.99995815   +1 07 39.1
 GY3312;SPC KY S     - 1,904,502.47  2,182,989.68   sFT  0.99995815   +1 07 39.1
 GY3312;UTM  17      - 4,103,663.647   242,905.242   MT  1.00041434   -1 44 32.9
 GY3312
 GY3312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3312!SPC KY1Z     -   0.99992210  x   1.00000964  =   0.99993174
 GY3312!SPC KY S     -   0.99992210  x   0.99995815  =   0.99988026
 GY3312!UTM  17      -   0.99992210  x   1.00041434  =   1.00033641
 GY3312
 GY3312|---------------------------------------------------------------------|
 GY3312| PID    Reference Object                     Distance      Geod. Az  |
 GY3312|                                                           dddmmss.s |
 GY3312| DB8778 BLACKWATER RM 1                      19.600 METERS 18427     |
 GY3312| DB8779 BLACKWATER RM 2                      22.907 METERS 28754     |
 GY3312| GY2680 BLACKWATER AZ MK                                   3511203.6 |
 GY3312|---------------------------------------------------------------------|
 GY3312
 GY3312                          SUPERSEDED SURVEY CONTROL
 GY3312
 GY3312  NAD 83(1986)-  37 02 38.44304(N)    083 53 26.92083(W) AD(       ) 2
 GY3312  NAD 27      -  37 02 38.11800(N)    083 53 27.19300(W) AD(       ) 2
 GY3312
 GY3312.Superseded values are not recommended for survey control.
 GY3312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3312.See file dsdata.txt to determine how the superseded data were derived.
 GY3312
 GY3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB4290503664(NAD 83)
 GY3312_MARKER: DS = TRIANGULATION STATION DISK
 GY3312_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3312_SP_SET: PREFABRICATED CONCRETE POST
 GY3312
 GY3312  HISTORY     - Date     Condition        Report By
 GY3312  HISTORY     - 1950     MONUMENTED       CGS
 GY3312  HISTORY     - 1963     SEE DESCRIPTION  CGS
 GY3312
 GY3312                          STATION DESCRIPTION
 GY3312
 GY3312'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3312'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF LONDON ON A HIGH
 GY3312'WOODED HILL NEAR BLACKWATER CREEK AND ON PROPERTY OWNED BY F.
 GY3312'GILBERT.  IT IS 27 FEET NORTH OF A 12 INCH HICKORY TREE, 11 FEET WEST
 GY3312'OF A 10 INCH OAK TREE WITH A TRIANGLE BLAZED ON THE WEST SIDE, 8 FEET
 GY3312'EAST OF A 6 INCH HICKORY TREE BLAZED ON ALL FOUR SIDES AND 6 FEET
 GY3312'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS A 6 INCH CAST IRON
 GY3312'PIPE THAT PROJECTS ABOUT 2 INCHES WITH A STANDARD DISK CEMENTED IN
 GY3312'THE TOP STAMPED BLACKWATER 1950.
 GY3312'
 GY3312'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL.  IT IS 10
 GY3312'FEET WEST OF A 12 INCH OAK TREE AND 5 FEET EAST OF AN 8 INCH OAK
 GY3312'TREE.  THE MARK IS A 4 INCH CAST IRON PIPE THAT PROJECTS ABOUT 4
 GY3312'INCHES WITH A STANDARD DISK CEMENTED IN THE TOP STAMPED BLACKWATER
 GY3312'NO 1 1950.
 GY3312'
 GY3312'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL.  IT IS 5 FEET
 GY3312'SOUTH OF A 10 INCH OAK TREE.  THE MARK IS A 4 INCH CAST IRON PIPE
 GY3312'THAT PROJECTS ABOUT 4 INCHES WITH A STANDARD DISK CEMENTED IN THE TOP
 GY3312'AND STAMPED BLACKWATER NO 2 1950.
 GY3312'
 GY3312'AZIMUTH MARK IS LOCATED NEAR THE BLACKWATER POST OFFICE AND GENERAL
 GY3312'STORE.  IT IS 96 FEET NORTH OF A T-ROAD INTERSECTION, 22
 GY3312'FEET WEST OF THE CENTER OF THE ROAD, 2 FEET SOUTH OF A WHITE WITNESS
 GY3312'POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS
 GY3312'ABOUT 6 INCHES AND THE DISK IS STAMPED BLACKWATER 1950.
 GY3312'
 GY3312'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 GY3312'HIGHWAY 80 IN LONDON GO EAST ON HIGHWAY 80 FOR 10.4 MILES TO A
 GY3312'CROSSROAD AND THE BUSH SCHOOL ON THE LEFT, TURN RIGHT AND GO 3.9
 GY3312'MILES TO A T-ROAD RIGHT,* TURN RIGHT AND GO 0.1 MILE TO A CREEK ROAD
 GY3312'LEFT, TURN LEFT AND FOLLOW CREEK ROAD FOR 0.1 MILE TO MR. GILBERTS
 GY3312'HOUSE ON THE RIGHT AND END OF TRUCK TRAVEL.  FROM HERE PACK WEST
 GY3312'PASSING THE HOUSE AND BARNS ON THE LEFT AND FOLLOW TRAIL UP HILL TO
 GY3312'THE HIGHEST POINT AND STATION AS DESCRIBED.  (ABOUT 30 MINUTE
 GY3312'PACK).
 GY3312'
 GY3312'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE STRAIGHT AHEAD
 GY3312'FOR 0.15 MILE TO A T-ROAD LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 GY3312'
 GY3312'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 GY3312
 GY3312                          STATION RECOVERY (1963)
 GY3312
 GY3312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FL)
 GY3312'STATION HAS BEEN DESTROYED.  FOUND 6-INCH PIPE WHERE STATION HAD
 GY3312'BEEN.  FOUND R.M. 1 AND R.M. 2 IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2680 ***********************************************************************
 GY2680  DESIGNATION -  BLACKWATER AZ MK
 GY2680  PID         -  GY2680
 GY2680  STATE/COUNTY-  KY/LAUREL
 GY2680  USGS QUAD   -  BLACKWATER (1979)
 GY2680
 GY2680                         *CURRENT SURVEY CONTROL
 GY2680  ___________________________________________________________________
 GY2680* NAD 83(1986)-  37 03 09.     (N)    083 53 33.     (W)     SCALED    
 GY2680* NAVD 88     -       359.796  (meters)    1180.43   (feet)  ADJUSTED  
 GY2680  ___________________________________________________________________
 GY2680  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GY2680  DYNAMIC HT  -         359.506 (meters)    1179.48  (feet)  COMP
 GY2680  MODELED GRAV-     979,812.9   (mgal)                       NAVD 88
 GY2680
 GY2680  VERT ORDER  -  SECOND    CLASS 0
 GY2680
 GY2680.The horizontal coordinates were scaled from a topographic map and have
 GY2680.an estimated accuracy of +/- 6 seconds.
 GY2680
 GY2680.The orthometric height was determined by differential leveling
 GY2680.and adjusted by the National Geodetic Survey in June 1991..
 GY2680
 GY2680.The geoid height was determined by GEOID03.
 GY2680
 GY2680.The dynamic height is computed by dividing the NAVD 88
 GY2680.geopotential number by the normal gravity value computed on the
 GY2680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2680.degrees latitude (g = 980.6199 gals.).
 GY2680
 GY2680.The modeled gravity was interpolated from observed gravity values.
 GY2680
 GY2680;                    North         East    Units  Estimated Accuracy
 GY2680;SPC KY1Z     - 1,081,460.    1,665,220.      MT  (+/- 180 meters Scaled)
 GY2680
 GY2680                          SUPERSEDED SURVEY CONTROL
 GY2680
 GY2680  NGVD 29 (??/??/92)  359.951  (m)         1180.94   (f) ADJ UNCH    2 0
 GY2680
 GY2680.Superseded values are not recommended for survey control.
 GY2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2680.See file dsdata.txt to determine how the superseded data were derived.
 GY2680
 GY2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB427046(NAD 83)
 GY2680_MARKER: DZ = AZIMUTH MARK DISK
 GY2680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2680_STAMPING: BLACKWATER 1950
 GY2680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2680+STABILITY: SURFACE MOTION
 GY2680
 GY2680  HISTORY     - Date     Condition        Report By
 GY2680  HISTORY     - 1950     MONUMENTED       CGS
 GY2680  HISTORY     - 1957     GOOD             NGS
 GY2680
 GY2680                          STATION DESCRIPTION
 GY2680
 GY2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2680'AT BLACKWATER.
 GY2680'AT BLACKWATER, 93 FEET NORTHWEST OF THE CENTER OF ROAD JUNCTION,
 GY2680'73 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF POST OFFICE AND
 GY2680'STORE BUILDING, 22 FEET SOUTHWEST OF THE CENTER LINE OF ROAD
 GY2680'NORTHWEST, 27 1/2 FEET NORTHWEST OF A FENCE CORNER, 1 1/2 FEET
 GY2680'NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 GY2680'WITNESS POST, ABOUT 5 FEET ABOVE THE ROAD AND SET IN THE TOP
 GY2680'OF A CONCRETE POST PROJECTING 4 INCHES.
 GY2680
 GY2680                          STATION RECOVERY (1957)
 GY2680
 GY2680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2297 ***********************************************************************
 HY2297  DESIGNATION -  BLAINE
 HY2297  PID         -  HY2297
 HY2297  STATE/COUNTY-  KY/LAWRENCE
 HY2297  USGS QUAD   -  BLAINE (1993)
 HY2297
 HY2297                         *CURRENT SURVEY CONTROL
 HY2297  ___________________________________________________________________
 HY2297* NAD 83(1993)-  38 02 15.08173(N)    082 49 30.13255(W)     ADJUSTED  
 HY2297* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 HY2297  ___________________________________________________________________
 HY2297  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 HY2297  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY2297
 HY2297  HORZ ORDER  -  THIRD
 HY2297
 HY2297.The horizontal coordinates were established by classical geodetic methods
 HY2297.and adjusted by the National Geodetic Survey in December 1995..
 HY2297
 HY2297.The orthometric height was scaled from a topographic map.
 HY2297
 HY2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2297
 HY2297.The geoid height was determined by GEOID03.
 HY2297
 HY2297;                    North         East     Units Scale Factor Converg.
 HY2297;SPC KY1Z     - 1,193,158.783 1,756,710.325   MT  0.99990888   +1 47 44.9
 HY2297;SPC KY1Z     - 3,914,555.11  5,763,473.79   sFT  0.99990888   +1 47 44.9
 HY2297;SPC KY N     -    60,630.769   625,087.988   MT  0.99999003   +0 53 11.1
 HY2297;SPC KY N     -   198,919.45  2,050,809.51   sFT  0.99999003   +0 53 11.1
 HY2297;SPC KY S     -   693,104.780   756,740.047   MT  1.00002068   +1 46 26.0
 HY2297;SPC KY S     - 2,273,961.27  2,482,737.97   sFT  1.00002068   +1 46 26.0
 HY2297;UTM  17      - 4,211,550.271   339,841.737   MT  0.99991592   -1 07 29.2
 HY2297
 HY2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2297!SPC KY1Z     -   0.99995588  x   0.99990888  =   0.99986477
 HY2297!SPC KY N     -   0.99995588  x   0.99999003  =   0.99994591
 HY2297!SPC KY S     -   0.99995588  x   1.00002068  =   0.99997656
 HY2297!UTM  17      -   0.99995588  x   0.99991592  =   0.99987181
 HY2297
 HY2297:                Primary Azimuth Mark                     Grid Az
 HY2297:SPC KY1Z     -  WEBB                                     002 00 21.3
 HY2297:SPC KY N     -  WEBB                                     002 54 55.1
 HY2297:SPC KY S     -  WEBB                                     002 01 40.2
 HY2297:UTM  17      -  WEBB                                     004 55 35.4
 HY2297
 HY2297|---------------------------------------------------------------------|
 HY2297| PID    Reference Object                     Distance      Geod. Az  |
 HY2297|                                                           dddmmss.s |
 HY2297| HY2296 WEBB                                APPROX.10.8 KM 0034806.2 |
 HY2297| DB8780 BLAINE AZ MK                                       0251251.7 |
 HY2297| DB8781 BLAINE RM 1                           6.658 METERS 17629     |
 HY2297| DB8782 BLAINE RM 2                           7.347 METERS 26850     |
 HY2297|---------------------------------------------------------------------|
 HY2297
 HY2297                          SUPERSEDED SURVEY CONTROL
 HY2297
 HY2297  NAD 83(1986)-  38 02 15.08790(N)    082 49 30.13698(W) AD(       ) 3
 HY2297  NAD 27      -  38 02 14.76700(N)    082 49 30.55900(W) AD(       ) 3
 HY2297
 HY2297.Superseded values are not recommended for survey control.
 HY2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2297.See file dsdata.txt to determine how the superseded data were derived.
 HY2297
 HY2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC3984211550(NAD 83)
 HY2297_MARKER: DS = TRIANGULATION STATION DISK
 HY2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2297
 HY2297  HISTORY     - Date     Condition        Report By
 HY2297  HISTORY     - 1949     MONUMENTED       CGS
 HY2297  HISTORY     - 1963     GOOD             LOCENG
 HY2297
 HY2297                          STATION DESCRIPTION
 HY2297
 HY2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2297'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF FALLSBURG AND 1 MILE
 HY2297'NORTHEAST OF BLAINE ON TOP OF A KNOLL NEAR A CEMETERY.  IT IS 5 FEET
 HY2297'WEST OF FENCE AROUND CEMETERY AND 4 FEET SOUTH OF A WHITE WITNESS
 HY2297'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 HY2297'BLAINE 1949.
 HY2297'
 HY2297'REFERENCE MARK NO.1 IS 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT
 HY2297'6 INCHES AND THE DISK IS STAMPED BLAINE NO 1 1949.
 HY2297'
 HY2297'REFERENCE MARK NO.2 IS 29 FEET WEST OF FENCE.  THE MARK PROJECTS
 HY2297'ABOUT 6 INCHES AND THE DISK IS STAMPED BLAINE NO 2 1949.
 HY2297'
 HY2297'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NORTHEAST OF STATION.  120
 HY2297'FEET EAST OF THE NORTHEAST CORNER OF A LONG BARN AND 7 FEET NORTH OF
 HY2297'CENTER OF FARM ROAD.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK
 HY2297'IS STAMPED BLAINE 1949.
 HY2297'
 HY2297'TO REACH STATION FROM THE BRIDGE OVER HOOD CREEK, ABOUT 0.1 MILE EAST
 HY2297'OF CENTER OF BLAINE, GO EAST ON STATE HIGHWAY 32 FOR 1.25 MILES TO A
 HY2297'SIDE ROAD LEFT, UPHILL, TURN LEFT ON DIRT ROAD AND GO NORTHEAST FOR
 HY2297'0.1 MILE TO FORK IN ROAD ON TOP OF KNOLL, TURN LEFT AND FOLLOW DIM
 HY2297'TRACK ROAD TO TOP OF KNOLL FOR 0.1 MILE TO DIM FORK IN ROAD, TURN
 HY2297'SHARP LEFT AND FOLLOW SMALL RIDGE FOR 0.05 MILE TO HIGHEST POINT NEAR
 HY2297'FENCE AROUND THE CEMETERY AND STATION AS DESCRIBED.
 HY2297'
 HY2297'TO REACH AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO NORTH AND
 HY2297'WEST ON MAIN TRACK ROAD FOR 0.2 MILE TO A LONG BARN ON LEFT AND
 HY2297'AZIMUTH MARK JUST BEYOND BARN AS DESCRIBED.
 HY2297'
 HY2297'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HY2297
 HY2297                          STATION RECOVERY (1963)
 HY2297
 HY2297'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 HY2297'STATION MARK BLAINE 1949 VISITED AND LOCATED STATION BY VISUAL
 HY2297'OBSERVATION.  AREA HAD CHANGED SINCE FLIGHT WAS FLOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1544 ***********************************************************************
 GD1544  DESIGNATION -  BLAIR
 GD1544  PID         -  GD1544
 GD1544  STATE/COUNTY-  KY/HICKMAN
 GD1544  USGS QUAD   -  WATER VALLEY (1981)
 GD1544
 GD1544                         *CURRENT SURVEY CONTROL
 GD1544  ___________________________________________________________________
 GD1544* NAD 83(1993)-  36 34 35.75244(N)    088 50 06.26661(W)     ADJUSTED  
 GD1544* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 GD1544  ___________________________________________________________________
 GD1544  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 GD1544  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GD1544
 GD1544  HORZ ORDER  -  SECOND
 GD1544
 GD1544.The horizontal coordinates were established by classical geodetic methods
 GD1544.and adjusted by the National Geodetic Survey in December 1995..
 GD1544
 GD1544.The orthometric height was scaled from a topographic map.
 GD1544
 GD1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1544
 GD1544.The geoid height was determined by GEOID03.
 GD1544
 GD1544;                    North         East     Units Scale Factor Converg.
 GD1544;SPC KY1Z     - 1,031,564.544 1,223,883.500   MT  1.00015972   -1 53 38.8
 GD1544;SPC KY1Z     - 3,384,391.34  4,015,357.78   sFT  1.00015972   -1 53 38.8
 GD1544;SPC KY S     -   531,504.256   223,917.501   MT  1.00003214   -1 52 15.5
 GD1544;SPC KY S     - 1,743,776.88    734,636.00   sFT  1.00003214   -1 52 15.5
 GD1544;SPC TN       -   252,571.413   346,280.297   MT  1.00003228   -1 39 35.2
 GD1544;SPC TN       -   828,644.71  1,136,087.94   sFT  1.00003228   -1 39 35.2
 GD1544;UTM  16      - 4,049,471.773   335,813.262   MT  0.99993213   -1 05 37.5
 GD1544
 GD1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1544!SPC KY1Z     -   0.99998149  x   1.00015972  =   1.00014120
 GD1544!SPC KY S     -   0.99998149  x   1.00003214  =   1.00001363
 GD1544!SPC TN       -   0.99998149  x   1.00003228  =   1.00001377
 GD1544!UTM  16      -   0.99998149  x   0.99993213  =   0.99991362
 GD1544
 GD1544|---------------------------------------------------------------------|
 GD1544| PID    Reference Object                     Distance      Geod. Az  |
 GD1544|                                                           dddmmss.s |
 GD1544| CG3254 BLAIR RM 1                           44.928 METERS 00124     |
 GD1544| CG3255 BLAIR RM 2                           47.168 METERS 12323     |
 GD1544| GD1515 GOLDEN                              APPROX.10.5 KM 1553230.2 |
 GD1544| CG3253 BLAIR AZ MK                                        1812031.7 |
 GD1544| GD1545 T2W R1 SEC 1 SW CORNER 1934          42.148 METERS 20056     |
 GD1544| GD1546 FULTON BLACK BRICK CHIMNEY          APPROX. 8.2 KM 2131823.5 |
 GD1544|---------------------------------------------------------------------|
 GD1544
 GD1544                          SUPERSEDED SURVEY CONTROL
 GD1544
 GD1544  NAD 83(1986)-  36 34 35.76476(N)    088 50 06.26494(W) AD(       ) 2
 GD1544  NAD 27      -  36 34 35.55000(N)    088 50 06.05700(W) AD(       ) 2
 GD1544
 GD1544.Superseded values are not recommended for survey control.
 GD1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1544.See file dsdata.txt to determine how the superseded data were derived.
 GD1544
 GD1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3581349472(NAD 83)
 GD1544_MARKER: DS = TRIANGULATION STATION DISK
 GD1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1544_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1544
 GD1544  HISTORY     - Date     Condition        Report By
 GD1544  HISTORY     - 1934     MONUMENTED       CGS
 GD1544
 GD1544                          STATION DESCRIPTION
 GD1544
 GD1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1544'ABOUT 1-1/4 MILES NORTHWEST OF WATER VALLEY, NEAR SOUTHWEST CORNER OF
 GD1544'SEC. 1, RANGE 1, TOWNSHIP 2 WEST, BLAIR TOWNSHIP, IN YARD OF D. J.
 GD1544'MC ALLISTER, 68.0 FEET WEST OF NORTHWEST CORNER OF HIS HOUSE, 48
 GD1544'FEET EAST OF CENTER LINE OF DIRT ROAD, AND 37.5 FEET NORTH-NORTHWEST
 GD1544'OF 30-INCH OAK.  TO REACH FROM CENTER OF WATER FALLEY, FOLLOW
 GD1544'U.S.  ROUTE 45 SOUTH 0.25 MILE, TURN RIGHT WEST ONTO GRAVEL
 GD1544'ROAD AND GO 0.65 MILE TO CROSS ROAD, TURN RIGHT NORTH AND CONTINUE
 GD1544'1.3 MILES ON MAIN ROAD TO HOME OF D. J. MC ALLISTER AND STATION
 GD1544'SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 GD1544'IN CONCRETE.  UPPER MARK IS ABOUT 3 INCHES BELOW
 GD1544'SURFACE OF GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GD1544'REFERENCE DISKS IN CONCRETE.  NO. 1 IS ON SOUTH FENCE LINE
 GD1544'OF FIELD, EAST OF ROAD, AND 147.40 FEET FROM STATION N 01 DEG 24
 GD1544'MIN E.  NO. 2 IS ON WEST FENCE LINE OF MC ALLISTERS GARDEN,
 GD1544'ABOUT 25 FEET NORTH OF SOUTHWEST FENCE CORNER, AND 154.75 FEET FROM
 GD1544'STATION S 56 DEG 37 MIN W.  AZIMUTH MARK IS ABOUT 120 FEET
 GD1544'NORTH OF FIRST HOUSE OF MC ALLISTERS, 12 FEET EAST OF CENTER LINE
 GD1544'OF ROAD, 3 FEET WEST OF FENCE LINE, AND APPROXIMATELY 0.15 MILE
 GD1544'FROM STATION S 1 DEG 21 MIN W.  R. 1 T. 2 W., SEC. 1
 GD1544'SOUTHWEST CORNER, SEE DESCRIPTION THEREOF, IS 138.28 FEET FROM
 GD1544'STATION S 20 DEG 56 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2635 ***********************************************************************
 GB2635  DESIGNATION -  BLEVANS
 GB2635  PID         -  GB2635
 GB2635  STATE/COUNTY-  KY/WAYNE
 GB2635  USGS QUAD   -  SHARP PLACE (1981)
 GB2635
 GB2635                         *CURRENT SURVEY CONTROL
 GB2635  ___________________________________________________________________
 GB2635* NAD 83(1993)-  36 36 15.19112(N)    084 46 41.95277(W)     ADJUSTED  
 GB2635* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 GB2635  ___________________________________________________________________
 GB2635  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 GB2635  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GB2635
 GB2635  HORZ ORDER  -  FIRST
 GB2635
 GB2635.The horizontal coordinates were established by classical geodetic methods
 GB2635.and adjusted by the National Geodetic Survey in December 1995..
 GB2635
 GB2635.The orthometric height was scaled from a topographic map.
 GB2635
 GB2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2635
 GB2635.The geoid height was determined by GEOID03.
 GB2635
 GB2635;                    North         East     Units Scale Factor Converg.
 GB2635;SPC KY1Z     - 1,030,518.460 1,586,948.439   MT  1.00014904   +0 35 47.7
 GB2635;SPC KY1Z     - 3,380,959.31  5,206,513.34   sFT  1.00014904   +0 35 47.7
 GB2635;SPC KY S     -   530,508.516   586,937.776   MT  1.00002594   +0 35 21.4
 GB2635;SPC KY S     - 1,740,510.02  1,925,645.02   sFT  1.00002594   +0 35 21.4
 GB2635;SPC TN       -   252,643.779   709,306.160   MT  1.00003864   +0 42 54.8
 GB2635;SPC TN       -   828,882.13  2,327,115.29   sFT  1.00003864   +0 42 54.8
 GB2635;UTM  16      - 4,053,266.534   698,710.669   MT  1.00008650   +1 19 30.7
 GB2635
 GB2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2635!SPC KY1Z     -   0.99992691  x   1.00014904  =   1.00007594
 GB2635!SPC KY S     -   0.99992691  x   1.00002594  =   0.99995285
 GB2635!SPC TN       -   0.99992691  x   1.00003864  =   0.99996555
 GB2635!UTM  16      -   0.99992691  x   1.00008650  =   1.00001341
 GB2635
 GB2635|---------------------------------------------------------------------|
 GB2635| PID    Reference Object                     Distance      Geod. Az  |
 GB2635|                                                           dddmmss.s |
 GB2635| DB8784 BLEVANS RM 1                         26.097 METERS 06603     |
 GB2635| DB8785 BLEVANS RM 2                                       18456     |
 GB2635| DB8783 BLEVANS AZ MK                                      1951257.6 |
 GB2635| GB2636 BRANUM                              APPROX.10.0 KM 2004534.8 |
 GB2635|---------------------------------------------------------------------|
 GB2635
 GB2635                          SUPERSEDED SURVEY CONTROL
 GB2635
 GB2635  NAD 83(1986)-  36 36 15.20094(N)    084 46 41.95863(W) AD(       ) 1
 GB2635  NAD 27      -  36 36 14.93800(N)    084 46 42.17400(W) AD(       ) 1
 GB2635
 GB2635.Superseded values are not recommended for survey control.
 GB2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2635.See file dsdata.txt to determine how the superseded data were derived.
 GB2635
 GB2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9871153267(NAD 83)
 GB2635_MARKER: DS = TRIANGULATION STATION DISK
 GB2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2635
 GB2635  HISTORY     - Date     Condition        Report By
 GB2635  HISTORY     - 1935     MONUMENTED       CGS
 GB2635
 GB2635                          STATION DESCRIPTION
 GB2635
 GB2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2635'STATION IS ON A SMALL KNOB ABOUT 300 YARDS N OF THE
 GB2635'TENNESSEE-KENTUCKY STATE LINE, ON THE PROPERTY OF ISAAC BLEVANS,
 GB2635'ABOUT 15 MILES NNE (AIRLINE) FROM JAMESTOWN, TENNESSEE, AND ABOUT 16
 GB2635'MILES AIRLINE SSE OF MONTICELLO, KENTUCKY.
 GB2635'
 GB2635'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GB2635'DISKS SET IN CONCRETE.
 GB2635'
 GB2635'REFERENCE MARK NO. 1 IS NE OF STATION, ON E SIDE OF ROAD, 5 FEET E OF
 GB2635'THE CENTER LINE OF ROAD.
 GB2635'
 GB2635'REFERENCE MARK NO. 2 IS SE OF STATION ON E SIDE OF ROAD, 5 FEET E OF
 GB2635'THE CENTER LINE OF ROAD.
 GB2635'
 GB2635'AZIMUTH MARK IS S OF STATION ON THE S EDGE OF FIELD, 23 PACES E OF
 GB2635'CENTER LINE OF ROAD, 19 PACES E OF N-S WOOD FENCE, ABOUT 80 FEET
 GB2635'NE OF THE SW CORNER OF THE WOOD FENCE.  THIS FENCE IS OPPOSITE THE
 GB2635'TREE THAT IS NEAR THE STONE MARKING THE STATE LINE.
 GB2635'
 GB2635'NOTE- THIS AZIMUTH MARK IS VISIBLE FROM THE GROUND ONLY WITH
 GB2635'CONSIDERABLE CLEARING.
 GB2635'
 GB2635'TO REACH FROM JAMESTOWN AT THE COURTHOUSE, GO N ON ROUTE 27 FOR 1.95
 GB2635'MILES TO T-ROAD RIGHT, TURN RIGHT AND GO 1.15 MILES TO A
 GB2635'Y-INTERSECTION, KEEP LEFT AND GO 3.35 MILES TO FORKS, TAKE LEFT FORK
 GB2635'AND GO 4.7 MILES TO FORKS, TAKE LEFT FORK AND GO 1.25 MILES TO
 GB2635'FORKS, TAKE LEFT FORK AND GO 4.5 MILES TO FORKS AT ROCK CREEK POST
 GB2635'OFFICE IN CAMP 14.  TAKE RIGHT FORK AND CONTINUE FOR 0.4 MILE TO
 GB2635'T-ROAD IN THE NE EDGE OF CAMP, TURN LEFT ON T-ROAD AND GO 1.4 MILES
 GB2635'TO A T-ROAD, RIGHT, UPHILL JUST BEYOND A RAILROAD TRESTLE, TURN
 GB2635'RIGHT AND GO 4.15 MILES TO A 30-INCH OAK ON W SIDE OF ROAD AND A
 GB2635'STONE THAT IS 1 FOOT W OF THIS TREE.  THIS STONE IS SUPPOSED TO BE A
 GB2635'STATE LINE MARKER.  FROM HERE CONTINUE FOR 0.2 MILE TO STATION ON
 GB2635'LEFT (W) SIDE OF ROAD.  STATION IS 25.5 FEET W OF CENTER LINE OF
 GB2635'ROAD, 22.5 FEET SE OF AN 8-INCH PINE WITH BLAZE, THAT IS ALONG EDGE
 GB2635'OF ROAD.
 GB2635'
 GB2635'A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2131 ***********************************************************************
 HZ2131  DESIGNATION -  BLIND ASYLUM 1879
 HZ2131  PID         -  HZ2131
 HZ2131  STATE/COUNTY-  KY/JEFFERSON
 HZ2131  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ2131
 HZ2131                         *CURRENT SURVEY CONTROL
 HZ2131  ___________________________________________________________________
 HZ2131* NAD 83(1993)-  38 15 24.34170(N)    085 42 47.25941(W)     ADJUSTED  
 HZ2131* NAVD 88     -       158.9    (meters)     521.     (feet)  VERTCON   
 HZ2131  ___________________________________________________________________
 HZ2131  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HZ2131  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ2131
 HZ2131  HORZ ORDER  -  FIRST
 HZ2131
 HZ2131.The horizontal coordinates were established by classical geodetic methods
 HZ2131.and adjusted by the National Geodetic Survey in December 1995..
 HZ2131
 HZ2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2131
 HZ2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2131
 HZ2131.The geoid height was determined by GEOID03.
 HZ2131
 HZ2131;                    North         East     Units Scale Factor Converg.
 HZ2131;SPC KY1Z     - 1,213,469.403 1,503,227.032   MT  0.99992692   +0 01 21.5
 HZ2131;SPC KY1Z     - 3,981,190.87  4,931,837.35   sFT  0.99992692   +0 01 21.5
 HZ2131;SPC KY N     -    85,015.048   371,948.641   MT  0.99996879   -0 54 36.6
 HZ2131;SPC KY N     -   278,920.20  1,220,301.50   sFT  0.99996879   -0 54 36.6
 HZ2131;SPC IN E     -   333,994.353    95,933.625   MT  0.99996687   -0 01 43.6
 HZ2131;SPC IN E     - 1,095,779.81    314,742.23   sFT  0.99996687   -0 01 43.6
 HZ2131;UTM  16      - 4,235,086.853   612,591.120   MT  0.99975612   +0 47 48.8
 HZ2131
 HZ2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2131!SPC KY1Z     -   0.99998029  x   0.99992692  =   0.99990721
 HZ2131!SPC KY N     -   0.99998029  x   0.99996879  =   0.99994908
 HZ2131!SPC IN E     -   0.99998029  x   0.99996687  =   0.99994716
 HZ2131!UTM  16      -   0.99998029  x   0.99975612  =   0.99973641
 HZ2131
 HZ2131:                Primary Azimuth Mark                     Grid Az
 HZ2131:SPC KY1Z     -  LOUISVILLE WATERWKS TWR                  021 32 05.3
 HZ2131:SPC KY N     -  LOUISVILLE WATERWKS TWR                  022 28 03.4
 HZ2131:SPC IN E     -  LOUISVILLE WATERWKS TWR                  021 35 10.4
 HZ2131:UTM  16      -  LOUISVILLE WATERWKS TWR                  020 45 38.0
 HZ2131
 HZ2131|---------------------------------------------------------------------|
 HZ2131| PID    Reference Object                     Distance      Geod. Az  |
 HZ2131|                                                           dddmmss.s |
 HZ2131| HZ2146 LOUISVILLE WATERWKS TWR             APPROX. 2.8 KM 0213326.8 |
 HZ2131| HZ2186 LOUISVILLE C HILL CEMETERY TWR      APPROX. 1.9 KM 2183617.1 |
 HZ2131| HZ2190 LOUISVILLE ST MARTINS CHURCH        APPROX. 2.6 KM 2412002.6 |
 HZ2131| HZ2203 LOUISVILLE SECOND PRESB CHURCH      APPROX. 3.9 KM 2495814.6 |
 HZ2131| HZ2211 LOUISVILLE CH OF THE MESSIAH        APPROX. 4.2 KM 2502315.7 |
 HZ2131| HZ2200 LOUISVILLE BRODWY BAP CH 1880       APPROX. 3.6 KM 2503634.7 |
 HZ2131| HZ2202 LOUISVILLE ROBINSON CH SPIRE        APPROX. 3.9 KM 2511402.8 |
 HZ2131| HZ2234 LOUISVILLE MALT HOUSE ELEVATOR      APPROX. 5.4 KM 2563056.6 |
 HZ2131| HZ2140 LOUISVILLE BONIFACIUS CHURCH        APPROX. 2.7 KM 2565550.6 |
 HZ2131| HZ2279 LOUISVILLE BAPTIST CHURCH           APPROX. 3.9 KM 2611805.2 |
 HZ2131| HZ2141 LOUISVILLE GERMAN METH CHURCH       APPROX. 2.6 KM 2613844.5 |
 HZ2131| HZ2283 LOUISVILLE CHRIST CHURCH            APPROX. 3.6 KM 2614141.1 |
 HZ2131| HZ2273 LOUISVILLE CH OF THE ASSUM          APPROX. 4.0 KM 2622137.6 |
 HZ2131| HZ2284 LOUISVILLE ST PAULS CHURCH          APPROX. 4.2 KM 2623750.3 |
 HZ2131| HZ2282 LOUISVILLE CITY HALL                APPROX. 4.2 KM 2662551.2 |
 HZ2131|---------------------------------------------------------------------|
 HZ2131
 HZ2131                          SUPERSEDED SURVEY CONTROL
 HZ2131
 HZ2131  NAD 83(1986)-  38 15 24.34511(N)    085 42 47.26704(W) AD(       ) 1
 HZ2131  NAD 27      -  38 15 24.09600(N)    085 42 47.40400(W) AD(       ) 1
 HZ2131  NGVD 29 (07/19/86)  159.1    (m)          522.     (f) VERT ANG       
 HZ2131
 HZ2131.Superseded values are not recommended for survey control.
 HZ2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2131.See file dsdata.txt to determine how the superseded data were derived.
 HZ2131
 HZ2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1259135087(NAD 83)
 HZ2131_MARKER: N = NAIL
 HZ2131_SETTING: 0 = UNSPECIFIED SETTING
 HZ2131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2131
 HZ2131  HISTORY     - Date     Condition        Report By
 HZ2131  HISTORY     - 1879     MONUMENTED       CGS
 HZ2131  HISTORY     - 1933     SEE DESCRIPTION  CGS
 HZ2131
 HZ2131                          STATION DESCRIPTION
 HZ2131
 HZ2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (GAF)
 HZ2131'IN THE CUPOLA ON TOP OF THE DOME OF THE KENTUCKY INSTITUTION FOR THE
 HZ2131'BLIND, ON FRANKLIN AVENUE NEAR POPE STREET, LOUISVILLE. THE
 HZ2131'STATION IS MARKED BY A COPPER NAIL IN THE TOP OF THE CIRCULAR COVER
 HZ2131'OF THE VENTILATOR. AS REFERENCE MARKS THERE ARE FOUR COPPER
 HZ2131'NAILS IN THE BALUSTRADE OF THE CUPOLA, SO PLACED THAT THE DIAGONAL
 HZ2131'LINES JOINING THEM INTERSECT AT THE STATION. THEY ARE THE
 HZ2131'FOLLOWING DISTANCES AND DIRECTIONS FROM THE STATION, 1.231 METERS
 HZ2131'NORTH, 1.250 METERS EAST, 1.301 METERS SOUTH, AND 1.280
 HZ2131'METERS WEST.
 HZ2131
 HZ2131                          STATION RECOVERY (1933)
 HZ2131
 HZ2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2131'STATION WAS NOT RECOVERED. A NEW STATION BLIND ASYLUM 2 WAS
 HZ2131'ESTABLISHED AS NEAR AS POSSIBLE TO THE LOCATION OF THE OLD
 HZ2131'STATION. THE ORIGINAL REFERENCE MARKS ARE FOUR COPPER NAILS IN THE
 HZ2131'BALUSTRADE OF THE CUPOLA. THESE MARKS MAY STILL EXIST UNDER
 HZ2131'THE VERY HEAVY COAT OF PAINT RECENTLY APPLIED TO THE CUPOLA OF THE
 HZ2131'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2132 ***********************************************************************
 HZ2132  DESIGNATION -  BLIND ASYLUM 2
 HZ2132  PID         -  HZ2132
 HZ2132  STATE/COUNTY-  KY/JEFFERSON
 HZ2132  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ2132
 HZ2132                         *CURRENT SURVEY CONTROL
 HZ2132  ___________________________________________________________________
 HZ2132* NAD 83(1993)-  38 15 24.34103(N)    085 42 47.25692(W)     ADJUSTED  
 HZ2132* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 HZ2132  ___________________________________________________________________
 HZ2132  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HZ2132  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ2132
 HZ2132  HORZ ORDER  -  FIRST
 HZ2132
 HZ2132.The horizontal coordinates were established by classical geodetic methods
 HZ2132.and adjusted by the National Geodetic Survey in December 1995..
 HZ2132
 HZ2132.The orthometric height was scaled from a topographic map.
 HZ2132
 HZ2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2132
 HZ2132.The geoid height was determined by GEOID03.
 HZ2132
 HZ2132;                    North         East     Units Scale Factor Converg.
 HZ2132;SPC KY1Z     - 1,213,469.382 1,503,227.093   MT  0.99992692   +0 01 21.5
 HZ2132;SPC KY1Z     - 3,981,190.80  4,931,837.55   sFT  0.99992692   +0 01 21.5
 HZ2132;SPC KY N     -    85,015.026   371,948.701   MT  0.99996879   -0 54 36.6
 HZ2132;SPC KY N     -   278,920.13  1,220,301.70   sFT  0.99996879   -0 54 36.6
 HZ2132;SPC IN E     -   333,994.332    95,933.686   MT  0.99996687   -0 01 43.6
 HZ2132;SPC IN E     - 1,095,779.74    314,742.43   sFT  0.99996687   -0 01 43.6
 HZ2132;UTM  16      - 4,235,086.833   612,591.181   MT  0.99975612   +0 47 48.8
 HZ2132
 HZ2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2132!SPC KY1Z     -   0.99998062  x   0.99992692  =   0.99990754
 HZ2132!SPC KY N     -   0.99998062  x   0.99996879  =   0.99994941
 HZ2132!SPC IN E     -   0.99998062  x   0.99996687  =   0.99994749
 HZ2132!UTM  16      -   0.99998062  x   0.99975612  =   0.99973674
 HZ2132
 HZ2132|---------------------------------------------------------------------|
 HZ2132| PID    Reference Object                     Distance      Geod. Az  |
 HZ2132|                                                           dddmmss.s |
 HZ2132| CG7195 BLIND ASYLUM 2 RM 2                   1.237 METERS 00204     |
 HZ2132| HZ2147 LOUISVILLE WATERWKS TWR             APPROX. 3.0 KM 0213316.9 |
 HZ2132| HZ2135 LOUISVILLE TALL BLACK TANK          APPROX. 2.7 KM 0714546.2 |
 HZ2132| CG7196 BLIND ASYLUM 2 RM 3                   1.250 METERS 09207     |
 HZ2132| HZ2194 LOUISVILLE HIGHLAND JR HS CUP       APPROX. 3.8 KM 1704238.3 |
 HZ2132| HZ2187 LOUISVILLE ST JAMES CATH CH         APPROX. 2.7 KM 1752355.8 |
 HZ2132| HZ2188 LOUISVILLE SACRED HEART CUPOLA      APPROX. 4.0 KM 1773549.9 |
 HZ2132| CG7197 BLIND ASYLUM 2 RM 4                   1.231 METERS 18127     |
 HZ2132| HZ2232 COX RESET                           APPROX.12.2 KM 2045355.2 |
 HZ2132| HZ2186 LOUISVILLE C HILL CEMETERY TWR      APPROX. 1.9 KM 2183623.8 |
 HZ2132| HZ2190 LOUISVILLE ST MARTINS CHURCH        APPROX. 2.6 KM 2412006.3 |
 HZ2132| HZ2273 LOUISVILLE CH OF THE ASSUM          APPROX. 4.0 KM 2622139.1 |
 HZ2132| CG7194 BLIND ASYLUM 2 RM 1                   1.210 METERS 27229     |
 HZ2132|---------------------------------------------------------------------|
 HZ2132
 HZ2132                          SUPERSEDED SURVEY CONTROL
 HZ2132
 HZ2132  NAD 83(1986)-  38 15 24.34461(N)    085 42 47.26445(W) AD(       ) 1
 HZ2132  NAD 27      -  38 15 24.09500(N)    085 42 47.40300(W) AD(       ) 1
 HZ2132
 HZ2132.Superseded values are not recommended for survey control.
 HZ2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2132.See file dsdata.txt to determine how the superseded data were derived.
 HZ2132
 HZ2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1259135087(NAD 83)
 HZ2132_MARKER: Z = SEE DESCRIPTION
 HZ2132_SETTING: 0 = UNSPECIFIED SETTING
 HZ2132
 HZ2132  HISTORY     - Date     Condition        Report By
 HZ2132  HISTORY     - 1933     MONUMENTED       CGS
 HZ2132  HISTORY     - 1935     GOOD             CGS
 HZ2132
 HZ2132                          STATION DESCRIPTION
 HZ2132
 HZ2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2132'STATION IS IN THE CUPOLA ON TOP OF THE DOME OF THE KENTUCKY SCHOOL
 HZ2132'FOR THE BLIND, ON THE NORTH SIDE OF FRANKLIN AVENUE, NEAR
 HZ2132'POPE STREET, LOUISVILLE, IN THE APPROXIMATE CENTER OF THE CUPOLA,
 HZ2132'MARKED BY A ROUND HEAD BRASS SCREW IN CEILING OF THE CUPOLA.
 HZ2132'THIS MARK IS SUBJECT TO MOVEMENT SO THE POINT SHOULD BE DETERMINED BY
 HZ2132'INTERSECTING THE LINES BETWEEN THE REFERENCE MARKS. THE
 HZ2132'REFERENCE MARKS ARE PLACED SO THAT THE DIAGONAL LINES JOINING THEM
 HZ2132'INTERSECT AT THE STATION.
 HZ2132'
 HZ2132'TO REACH THE STATION GO EAST ON MAIN STREET FROM SECOND STREET FOR
 HZ2132'1.1 MILES TO STORY AVENUE, TURN LEFT AND PROCEED NORTHEAST ON
 HZ2132'STORY AVENUE FOR 0.7 MILE TO FRANKFORT AVENUE, TURN RIGHT AND PROCEED
 HZ2132'EAST ON FRANKFORT AVENUE 1/2 MILE TO THE BLIND ASYLUM ON THE
 HZ2132'NORTH SIDE OF THE STREET AT THE SUMMIT OF HILL. GET DIRECTIONS FOR
 HZ2132'REACHING THE CUPOLA FROM THE SUPERINTENDENT OF THE SCHOOL.
 HZ2132'
 HZ2132'ALL REFERENCE MARKS ARE ROUND HEAD BRASS SCREWS AND ALL ARE ABOUT 1
 HZ2132'INCH FROM THE INSIDE EDGE OF THE CIRCULAR RAILING.
 HZ2132'
 HZ2132'REFERENCE MARK NO. 1 IS WEST OF THE STATION, ON TOP OF THE CIRCULAR
 HZ2132'RAILING AROUND THE CUPOLA, AND ABOUT 1/2 INCH SOUTH OF THE
 HZ2132'CENTER OF THE WEST COLUMN SUPPORTING THE ROOF OF THE CUPOLA.
 HZ2132'REFERENCE MARK NO. 2 IS NORTH OF THE STATION ON TOP OF THE RAILING,
 HZ2132'AND ABOUT 1 INCH WEST OF THE CENTER OF THE NORTH COLUMN.
 HZ2132'
 HZ2132'REFERENCE MARK NO. 3 IS EAST OF THE STATION, ON TOP OF THE RAILING,
 HZ2132'AND OPPOSITE THE CENTER OF THE EAST COLUMN.  REFERENCE MARK
 HZ2132'NO 4 IS SOUTH OF THE STATION, ON TOP OF THE RAILING, AND OPPOSITE THE
 HZ2132'CENTER OF THE SOUTH COLUMN.
 HZ2132
 HZ2132                          STATION RECOVERY (1935)
 HZ2132
 HZ2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2132'STATION IS LOCATED IN THE CUPOLA OF THE DOME OF THE KENTUCKY SCHOOL
 HZ2132'FOR THE BLIND, ON THE NORTH SIDE OF FRANKFORT AVENUE NEAR POPE
 HZ2132'STREET, IN LOUISVILLE, MARKED BY A ROUND HEAD BRASS SCREW IN THE
 HZ2132'CEILING OF THE CUPOLA. THIS MARK IS SUBJECT TO MOVEMENT AND
 HZ2132'SHOULD BE DETERMINED BY INTERSECTING THE LINES BETWEEN THE REFERENCE
 HZ2132'MARKS. THESE ARE SO PLACED THAT THE DIAGONAL LINES JOINING THEM
 HZ2132'INTERSECT AT THE STATION. THE DISTANCES TO THE REFERENCE MARKS WITH
 HZ2132'THE EXCEPTION OF NO. 2 WHICH WAS OBSTRUCTED BY THE STAND AND
 HZ2132'PLATFORM STRUCTURE WERE REMEASURED AS GIVEN BELOW. THE
 HZ2132'DIRECTIONS WERE NOT REMEASURED BECAUSE THE MARKS WERE TOO CLOSE FOR
 HZ2132'POINTING.
 HZ2132'
 HZ2132'DIRECTIONS FRO REACHING THE CUPOLA AND THE STATION SHOULD BE OBTAINED
 HZ2132'FROM THE SUPERINTENDENT OF THE SCHOOL.
 HZ2132'
 HZ2132'ALL MARKS ARE ROUND HEAD BRASS SCREWS, SET ABOUT 1 INCH FROM THE
 HZ2132'INSIDE EDGE OF THE CIRCULAR RAILING AROUND THE CUPOLA.
 HZ2132'
 HZ2132'A 4-FOOT STAND REQUIRED.
 HZ2132'
 HZ2132'NOTE-THERE IS NO DOUBT THAT THE RIVERSIDE PUMPING STATION OF THE
 HZ2132'LOUISVILLE WATER CO MONUMENT FINIAL IS THE SAME BUT THE ORIGINAL
 HZ2132'POINTINGS SEEM TO HAVE BEEN MADE AT NIGHT AND THESE
 HZ2132'POINTINGS MADE DURING THE DAY. FOUR POSITIONS OF THE CIRCLE WERE USED
 HZ2132'IN MAKING THE LATER OBSERVATIONS.  THIS MAY BE USED AS AN
 HZ2132'AZIMUTH.
 HZ2132'
 HZ2132'ON ABOUT NOVEMBER 1, 1935, THE ENTIRE CUPOLA OF THE ASYLUM DOME WAS
 HZ2132'REMOVED AND REPLACED, THUS DESTROYING THE STATION. STATION
 HZ2132'BLIND ASYLUM 2 SHOULD NOW BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1488 ***********************************************************************
 GZ1488  DESIGNATION -  BLISS 2
 GZ1488  PID         -  GZ1488
 GZ1488  STATE/COUNTY-  KY/ADAIR
 GZ1488  USGS QUAD   -  COLUMBIA (1976)
 GZ1488
 GZ1488                         *CURRENT SURVEY CONTROL
 GZ1488  ___________________________________________________________________
 GZ1488* NAD 83(1993)-  37 04 13.08599(N)    085 20 24.03393(W)     ADJUSTED  
 GZ1488* NAVD 88     -       262.03   (meters)     859.7    (feet)  RESET     
 GZ1488  ___________________________________________________________________
 GZ1488  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GZ1488  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GZ1488
 GZ1488  HORZ ORDER  -  THIRD
 GZ1488  VERT ORDER  -  THIRD
 GZ1488
 GZ1488.The horizontal coordinates were established by classical geodetic methods
 GZ1488.and adjusted by the National Geodetic Survey in December 1995..
 GZ1488.No horizontal observational check was made to the station.
 GZ1488
 GZ1488.The orthometric height was computed from unverified reset data.
 GZ1488.No vertical observational check was made to the station.
 GZ1488
 GZ1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1488
 GZ1488.The geoid height was determined by GEOID03.
 GZ1488
 GZ1488;                    North         East     Units Scale Factor Converg.
 GZ1488;SPC KY1Z     - 1,081,872.793 1,536,460.318   MT  1.00000314   +0 15 06.2
 GZ1488;SPC KY1Z     - 3,549,444.32  5,040,870.23   sFT  1.00000314   +0 15 06.2
 GZ1488;SPC KY S     -   581,863.045   536,458.600   MT  0.99995595   +0 14 55.1
 GZ1488;SPC KY S     - 1,908,995.67  1,760,031.26   sFT  0.99995595   +0 14 55.1
 GZ1488;UTM  16      - 4,103,960.014   647,569.038   MT  0.99986827   +1 00 02.9
 GZ1488
 GZ1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1488!SPC KY1Z     -   0.99996380  x   1.00000314  =   0.99996694
 GZ1488!SPC KY S     -   0.99996380  x   0.99995595  =   0.99991975
 GZ1488!UTM  16      -   0.99996380  x   0.99986827  =   0.99983208
 GZ1488
 GZ1488|---------------------------------------------------------------------|
 GZ1488| PID    Reference Object                     Distance      Geod. Az  |
 GZ1488|                                                           dddmmss.s |
 GZ1488| GZ1492 BLISS 2 RM 4                         11.629 METERS 01009     |
 GZ1488| GZ2718 COLUMBIA MUNICIPAL WATER TANK       APPROX. 5.1 KM 0471202.9 |
 GZ1488| GZ1490 BLISS 2 RM 3                         11.745 METERS 19008     |
 GZ1488| GZ1493 BLISS AZ MK                         359.503 METERS 19217     |
 GZ1488| GZ1487 BLISS                                10.735 METERS 28309     |
 GZ1488|---------------------------------------------------------------------|
 GZ1488
 GZ1488                          SUPERSEDED SURVEY CONTROL
 GZ1488
 GZ1488  NAD 83(1986)-  37 04 13.09549(N)    085 20 24.04180(W) AD(       ) 3
 GZ1488  NAD 27      -  37 04 12.86675(N)    085 20 24.17385(W) AD(       ) 3
 GZ1488  NGVD 29 (??/??/??)  262.18   (m)          860.2    (f) RESET       3  
 GZ1488
 GZ1488.Superseded values are not recommended for survey control.
 GZ1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1488.See file dsdata.txt to determine how the superseded data were derived.
 GZ1488
 GZ1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4756903960(NAD 83)
 GZ1488_MARKER: DS = TRIANGULATION STATION DISK
 GZ1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1488_STAMPING: BLISS 2 1971
 GZ1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1488+STABILITY: SURFACE MOTION
 GZ1488
 GZ1488  HISTORY     - Date     Condition        Report By
 GZ1488  HISTORY     - 1971     MONUMENTED       NGS
 GZ1488  HISTORY     - 1971     GOOD             NGS
 GZ1488
 GZ1488                          STATION DESCRIPTION
 GZ1488
 GZ1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GZ1488'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF COLUMBIA, ABOUT 0.5
 GZ1488'OF A MILE SOUTH FROM THE JUNCTION OF STATE ROUTES 61 AND 80, ABOUT
 GZ1488'0.2 OF A MILE SOUTH OF THE NEW TURNPIKE UNDER CONSTRUCTION, AND ALONG
 GZ1488'THE EAST RIGHT-OF-WAY OF STATE ROUTE 61.
 GZ1488'
 GZ1488'TO REACH THE STATION FROM THE JUNCTION OF OLD STATE ROUTE 80 AND
 GZ1488'STATE ROUTE 61 ABOUT 2-1/2 MILES SOUTHWEST OF COLUMBIA, GO SOUTHERLY
 GZ1488'ON STATE ROUTE 61 FOR 0.25 OF A MILE TO THE NEW TURNPIKE, CONTINUE
 GZ1488'SOUTHERLY ON STATE ROUTE 61 FOR 0.2 OF A MILE TO THE STATION ON THE
 GZ1488'LEFT AS DESCRIBED.
 GZ1488'
 GZ1488'THE STATION IS 210 FEET NORTH OF THE APPROXIMATE CENTER OF AN OILED
 GZ1488'ROAD EAST, 113 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 GZ1488'BRICK HOME, 67 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 61,
 GZ1488'43 FEET NORTH OF POWERLINE TRANSFORMER POLE NO 8449, 41 FEET NORTH OF
 GZ1488'A SOUTHWEST FENCE CORNER POST, 2.0 FEET WEST OF A WOVEN WIRE FENCE,
 GZ1488'AND 1.2 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GZ1488'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 GZ1488'THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED BLISS 2 1971.
 GZ1488'
 GZ1488'REFERENCE MARK NO. 3 IS 172 FEET NORTH OF THE APPROXIMATE CENTER OF
 GZ1488'THE OILED ROAD EAST, 78 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 GZ1488'OF THE BRICK HOUSE, 66 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GZ1488'ROUTE 61, 10.5 FEET WEST OF POWERLINE TRANSFORMER POLE NO
 GZ1488'8449, 3 FEET NORTH-NORTHWEST OF THE SOUTHWEST FENCE CORNER POST, AND
 GZ1488'1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GZ1488'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 GZ1488'PROJECTS 2 INCHES AND THE DISK IS STAMPED BLISS 2 NO 3 1971.
 GZ1488'
 GZ1488'REFERENCE MARK NO. 4 IS 248 FEET NORTH OF THE APPROXIMATE CENTER OF
 GZ1488'THE OILED ROAD EAST, 79 FEET NORTH OF THE SOUTHWEST FENCE CORNER
 GZ1488'POST, 67 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 61, 93
 GZ1488'FEET SOUTH OF A T FENCE CORNER POST, 2.3 FEET WEST OF A WOVEN WIRE
 GZ1488'FENCE AND 0.9 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT
 GZ1488'IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH ROUND, CONCRETE
 GZ1488'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED BLISS 2 NO 4
 GZ1488'1971.
 GZ1488'
 GZ1488'THE AZIMUTH MARK IS ABOUT 0.25 OF A MILE SOUTH OF THE STATION, 84
 GZ1488'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE INTERSECTION
 GZ1488'OF STATE ROUTE 61 AND GEORGE GEFCHWINDS DRIVE, 35 FEET EAST OF THE
 GZ1488'APPROXIMATE CENTER OF STATE ROUTE 61, 8.5 FEET NORTHEAST OF A
 GZ1488'TELEPHONE POLE, 8.0 FEET EAST OF A METAL WITNESS POST AND SIGN, 7.4
 GZ1488'FEET EAST OF A WOVEN WIRE FENCE, AND BETWEEN THE FENCE AND A
 GZ1488'CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GZ1488'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK
 GZ1488'IS STAMPED BLISS 1951.
 GZ1488'
 GZ1488'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHERLY ON
 GZ1488'STATE ROUTE 61 FOR 0.25 OF A MILE TO THE MARK ON THE LEFT AS
 GZ1488'DESCRIBED.
 GZ1488'
 GZ1488'THE ORIGINAL STATION BLISS 1951 IS NOW COMPLETELY DESTROYED AND THE
 GZ1488'DISK REMOVED.
 GZ1488
 GZ1488                          STATION RECOVERY (1971)
 GZ1488
 GZ1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GZ1488'3 MI SW FROM COLUMBIA.
 GZ1488'THIS MARK IS AT THE BLISS 2 1971 TRIANGULATION STATION SITE.
 GZ1488'TO REACH THE MARK FROM THE JUNCTION OF OLD STATE ROUTE 80 AND
 GZ1488'STATE ROUTE 61 ABOUT 2 1/2 MILES SOUTHWEST OF COLUMBIA, GO
 GZ1488'SOUTHERLY ON STATE ROUTE 61 FOR 0.25 OF A MILE TO THE NEW TURNPIKE,
 GZ1488'CONTINUE SOUTHERLY ON STATE ROUTE 61 FOR 0.2 OF A MILE TO THE STATION
 GZ1488'ON THE LEFT AS DESCRIBED.  IT IS 210 FEET NORTH OF THE APPROXIMATE
 GZ1488'CENTER OF AN OILED ROAD EAST, 113 FEET NORTH-NORTHWEST OF THE
 GZ1488'NORTHWEST CORNER OF A BRICK HOME, 67 FEET EAST OF THE APPROXIMATE
 GZ1488'CENTER OF STATE ROUTE 61, 43 FEET NORTH OF POWERLINE TRANSFORMER
 GZ1488'POLE 8449, 41 FEET NORTH OF A SOUTHWEST FENCE CORNER POST, 38.54
 GZ1488'FEET NORTH OF BLISS 2 R.M. 3, 38.15 FEET SOUTH OF BLISS 2 R.M. 4,
 GZ1488'2.0 FEET WEST OF A WOVEN WIRE FENCE, AND 1.2 FEET SOUTH OF A
 GZ1488'METAL WITNESS POST AND SIGN.  IT IS A STANDARD TRIANGULATION
 GZ1488'STATION DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 GZ1488'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED BLISS
 GZ1488'2 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH6247 ***********************************************************************
 DH6247  DESIGNATION -  BLISS 2 RESET
 DH6247  PID         -  DH6247
 DH6247  STATE/COUNTY-  KY/ADAIR
 DH6247  USGS QUAD   -  COLUMBIA (1976)
 DH6247
 DH6247                         *CURRENT SURVEY CONTROL
 DH6247  ___________________________________________________________________
 DH6247* NAD 83(1986)-  37 04 12.     (N)    085 20 24.     (W)     SCALED    
 DH6247* NAVD 88     -       261.98   (meters)     859.5    (feet)  RESET     
 DH6247  ___________________________________________________________________
 DH6247  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 DH6247
 DH6247  VERT ORDER  -  THIRD
 DH6247
 DH6247.The horizontal coordinates were scaled from a topographic map and have
 DH6247.an estimated accuracy of +/- 6 seconds.
 DH6247
 DH6247.The orthometric height was computed from unverified reset data.
 DH6247.No vertical observational check was made to the station.
 DH6247
 DH6247.The geoid height was determined by GEOID03.
 DH6247
 DH6247;                    North         East    Units  Estimated Accuracy
 DH6247;SPC KY1Z     - 1,081,840.    1,536,460.      MT  (+/- 180 meters Scaled)
 DH6247
 DH6247                          SUPERSEDED SURVEY CONTROL
 DH6247
 DH6247.No superseded survey control is available for this station.
 DH6247
 DH6247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG475039(NAD 83)
 DH6247_MARKER: DV = VERTICAL CONTROL DISK
 DH6247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6247_STAMPING: BLISS 2 1971 RESET 2005
 DH6247_MARK LOGO: NGS   
 DH6247_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6247+STABILITY: SURFACE MOTION
 DH6247
 DH6247  HISTORY     - Date     Condition        Report By
 DH6247  HISTORY     - 2005     MONUMENTED       KYDT
 DH6247
 DH6247                          STATION DESCRIPTION
 DH6247
 DH6247'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 DH6247'0.5 MILE (0.8 KM) SOUTHEAST ALONG KY 80 FROM THE COURTHOUSE SQUARE IN
 DH6247'COLUMBIA, THENCE 2.5 MILES (4.0 KM) WOUTHWEST ALONG KY 61 TO MARK ON
 DH6247'THE LEFT, AT A CURT, ABOUT 450.0 FEET (137.2 M) EAST ACROSS HIGHWAY
 DH6247'AND INLINE WITH THE NORTH FACE OF A ONE STORY BRICK HOUSE, ABOUT 200.0
 DH6247'FEET (61.0 M) NORTH ALONG KY 61 EAST RIGHT OF WAY FROM CENTER LINE OF
 DH6247'DOHONEY ROAD, 160.5 FEET (48.9 M) NORTH OF THE FIRST TELEPHONE POLE
 DH6247'EAST OF KY 61 AND NORTH OF DOHONEY ROAD, ABOUT 150.0 FEET (45.7 M)
 DH6247'EAST OF CENTERLINE OF KY 61, A VERTICAL CONTROL DISK SET IN THE TOP OF
 DH6247'A 12 INCH ROUND CONCRETE POST FLUSH WITH THE GROUND, ABOUT 25.0 FEET
 DH6247'(7.6 M) ABOVE THE ROAD, 1.0 FOOT (0.3 M) SOUTH OF A CARSONITE WITNESS
 DH6247'POST.  AN 18 INCH PIECE OF REBAR WAS INSERTED IN POST TO AID IN
 DH6247'RECOVERY.  THIS MARK IS SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1492 ***********************************************************************
 GZ1492  DESIGNATION -  BLISS 2 RM 4
 GZ1492  PID         -  GZ1492
 GZ1492  STATE/COUNTY-  KY/ADAIR
 GZ1492  USGS QUAD   -  COLUMBIA (1976)
 GZ1492
 GZ1492                         *CURRENT SURVEY CONTROL
 GZ1492  ___________________________________________________________________
 GZ1492* NAD 83(1986)-  37 04 12.     (N)    085 20 24.     (W)     SCALED    
 GZ1492* NAVD 88     -       261.88   (meters)     859.2    (feet)  RESET     
 GZ1492  ___________________________________________________________________
 GZ1492  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GZ1492
 GZ1492  VERT ORDER  -  THIRD
 GZ1492
 GZ1492.The horizontal coordinates were scaled from a topographic map and have
 GZ1492.an estimated accuracy of +/- 6 seconds.
 GZ1492
 GZ1492.The orthometric height was computed from unverified reset data.
 GZ1492.No vertical observational check was made to the station.
 GZ1492
 GZ1492.The geoid height was determined by GEOID03.
 GZ1492
 GZ1492;                    North         East    Units  Estimated Accuracy
 GZ1492;SPC KY1Z     - 1,081,840.    1,536,460.      MT  (+/- 180 meters Scaled)
 GZ1492
 GZ1492                          SUPERSEDED SURVEY CONTROL
 GZ1492
 GZ1492  NGVD 29 (??/??/??)  262.03   (m)          859.7    (f) RESET       3  
 GZ1492
 GZ1492.Superseded values are not recommended for survey control.
 GZ1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1492.See file dsdata.txt to determine how the superseded data were derived.
 GZ1492
 GZ1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG475039(NAD 83)
 GZ1492_MARKER: DR = REFERENCE MARK DISK
 GZ1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1492_STAMPING: BLISS 2 NO 4 1971
 GZ1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1492+STABILITY: SURFACE MOTION
 GZ1492
 GZ1492  HISTORY     - Date     Condition        Report By
 GZ1492  HISTORY     - 1971     MONUMENTED       NGS
 GZ1492
 GZ1492                          STATION DESCRIPTION
 GZ1492
 GZ1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GZ1492'3 MI SW FROM COLUMBIA.
 GZ1492'THIS MARK IS AT THE BLISS 2 1971 TRIANGULATION STATION SITE,
 GZ1492'248 FEET NORTH OF THE APPROXIMATE CENTER OF AN OILED ROAD EAST,
 GZ1492'93 FEET SOUTH OF A T FENCE CORNER POST, 79 FEET NORTH OF A
 GZ1492'SOUTHWEST FENCE CORNER POST, 67 FEET EAST OF THE APPROXIMATE CENTER
 GZ1492'OF STATE ROUTE 61, 38.15 FEET NORTH OF BLIFF 2 1971, 2.3
 GZ1492'FEET WEST OF A WOVEN WIRE FENCE, AND 0.9 OF A FOOT SOUTH OF A
 GZ1492'METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK
 GZ1492'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 GZ1492'PROJECTS 2 INCHES AND THE DISK IS STAMPED BLISS 2 NO 4 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1493 ***********************************************************************
 GZ1493  DESIGNATION -  BLISS AZ MK
 GZ1493  PID         -  GZ1493
 GZ1493  STATE/COUNTY-  KY/ADAIR
 GZ1493  USGS QUAD   -  COLUMBIA (1976)
 GZ1493
 GZ1493                         *CURRENT SURVEY CONTROL
 GZ1493  ___________________________________________________________________
 GZ1493* NAD 83(1993)-  37 04 01.     (N)    085 20 27.     (W)     SCALED    
 GZ1493* NAVD 88     -       247.218  (meters)     811.08   (feet)  ADJUSTED  
 GZ1493  ___________________________________________________________________
 GZ1493  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GZ1493  DYNAMIC HT  -         247.020 (meters)     810.43  (feet)  COMP
 GZ1493  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 GZ1493
 GZ1493  VERT ORDER  -  FIRST     CLASS I
 GZ1493
 GZ1493.The horizontal coordinates were scaled from a topographic map and have
 GZ1493.an estimated accuracy of +/- 6 seconds.
 GZ1493
 GZ1493.The orthometric height was determined by differential leveling
 GZ1493.and adjusted by the National Geodetic Survey in June 1991..
 GZ1493
 GZ1493.The geoid height was determined by GEOID03.
 GZ1493
 GZ1493.The dynamic height is computed by dividing the NAVD 88
 GZ1493.geopotential number by the normal gravity value computed on the
 GZ1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1493.degrees latitude (g = 980.6199 gals.).
 GZ1493
 GZ1493.The modeled gravity was interpolated from observed gravity values.
 GZ1493
 GZ1493;                    North         East    Units  Estimated Accuracy
 GZ1493;SPC KY1Z     - 1,081,500.    1,536,390.      MT  (+/- 180 meters Scaled)
 GZ1493
 GZ1493                          SUPERSEDED SURVEY CONTROL
 GZ1493
 GZ1493  NGVD 29 (??/??/92)  247.369  (m)          811.58   (f) ADJ UNCH    1 1
 GZ1493
 GZ1493.Superseded values are not recommended for survey control.
 GZ1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1493.See file dsdata.txt to determine how the superseded data were derived.
 GZ1493
 GZ1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG475035(NAD 83)
 GZ1493_MARKER: DZ = AZIMUTH MARK DISK
 GZ1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1493_STAMPING: BLISS 1951
 GZ1493_MARK LOGO: CGS   
 GZ1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1493+STABILITY: SURFACE MOTION
 GZ1493
 GZ1493  HISTORY     - Date     Condition        Report By
 GZ1493  HISTORY     - 1951     MONUMENTED       CGS
 GZ1493  HISTORY     - 1971     GOOD             NGS
 GZ1493  HISTORY     - 20050815 POOR             KYTC
 GZ1493
 GZ1493                          STATION DESCRIPTION
 GZ1493
 GZ1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GZ1493'3.2 MI SW FROM COLUMBIA.
 GZ1493'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  TO REACH
 GZ1493'THE MARK FROM THE JUNCTION OF OLD STATE ROUTE 80 AND STATE
 GZ1493'ROUTE 61 ABOUT 2 1/2 MILES SOUTHWEST OF COLUMBIA, GO SOUTHERLY
 GZ1493'ON STATE ROUTE 61 FOR 0.25 OF A MILE TO THE NEW TURNPIKE, CONTINUE
 GZ1493'SOUTHERLY ON STATE ROUTE 61 FOR 0.45 OF A MILE TO THE MARK ON
 GZ1493'THE LEFT AS DESCRIBED.  IT IS ABOUT 0.25 OF A MILE SOUTH OF
 GZ1493'THE BLISS 2 1971 TRIANGULATION STATION SITE, 84 FEET NORTHEAST OF
 GZ1493'THE APPROXIMATE CENTER OF THE INTERSECTION OF STATE ROUTE 61
 GZ1493'AND GEORGE GEFCHWINDS DRIVE, 35 FEET EAST OF THE APPROXIMATE
 GZ1493'CENTER OF STATE ROUTE 61, 8.5 FEET NORTHEAST OF A TELEPHONE
 GZ1493'POLE, 8.0 FEET EAST OF A METAL WITNESS POST AND SIGN, 7.4 FEET
 GZ1493'EAST OF A WOVEN WIRE FENCE, AND BETWEEN THE FENCE AND A
 GZ1493'CULTIVATED FIELD.  IT IS A STANDARD AZIMUTH DISK SET IN THE TOP
 GZ1493'OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 GZ1493'AND THE DISK IS STAMPED BLISS 1951.
 GZ1493
 GZ1493                          STATION RECOVERY (2005)
 GZ1493
 GZ1493'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1493'MARK APPEARS TO BE LEANING SLIGHTLY TO THE EAST, USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2474 ***********************************************************************
 HZ2474  DESIGNATION -  BLUE GRASS AIRPORT AP STA A
 HZ2474  PID         -  HZ2474
 HZ2474  STATE/COUNTY-  KY/FAYETTE
 HZ2474  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2474
 HZ2474                         *CURRENT SURVEY CONTROL
 HZ2474  ___________________________________________________________________
 HZ2474* NAD 83(1993)-  38 02 31.11953(N)    084 35 59.20505(W)     ADJUSTED  
 HZ2474* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 HZ2474  ___________________________________________________________________
 HZ2474  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 HZ2474  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ2474
 HZ2474  HORZ ORDER  -  THIRD
 HZ2474
 HZ2474.This mark is at Blue Grass Airport (LEX)
 HZ2474
 HZ2474.The horizontal coordinates were established by classical geodetic methods
 HZ2474.and adjusted by the National Geodetic Survey in December 1995..
 HZ2474
 HZ2474.The orthometric height was scaled from a topographic map.
 HZ2474
 HZ2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2474
 HZ2474.The geoid height was determined by GEOID03.
 HZ2474
 HZ2474;                    North         East     Units Scale Factor Converg.
 HZ2474;SPC KY1Z     - 1,190,252.055 1,600,957.376   MT  0.99990910   +0 42 22.3
 HZ2474;SPC KY1Z     - 3,905,018.62  5,252,474.32   sFT  0.99990910   +0 42 22.3
 HZ2474;SPC KY N     -    60,215.914   469,295.952   MT  0.99998946   -0 13 03.3
 HZ2474;SPC KY N     -   197,558.38  1,539,681.80   sFT  0.99998946   -0 13 03.3
 HZ2474;UTM  16      - 4,213,192.153   710,627.758   MT  1.00014643   +1 28 46.7
 HZ2474
 HZ2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2474!SPC KY1Z     -   0.99995881  x   0.99990910  =   0.99986791
 HZ2474!SPC KY N     -   0.99995881  x   0.99998946  =   0.99994827
 HZ2474!UTM  16      -   0.99995881  x   1.00014643  =   1.00010523
 HZ2474
 HZ2474:                Primary Azimuth Mark                     Grid Az
 HZ2474:SPC KY1Z     -  BLUE GRASS                               154 44 17.8
 HZ2474:SPC KY N     -  BLUE GRASS                               155 39 43.4
 HZ2474:UTM  16      -  BLUE GRASS                               153 57 53.4
 HZ2474
 HZ2474|---------------------------------------------------------------------|
 HZ2474| PID    Reference Object                     Distance      Geod. Az  |
 HZ2474|                                                           dddmmss.s |
 HZ2474| HZ0329 BLUE GRASS                          439.307 METERS 1552640.1 |
 HZ2474| HZ2475 BLUE GRASS AIRPORT AIRWAY BCN       386.730 METERS 17314     |
 HZ2474|---------------------------------------------------------------------|
 HZ2474
 HZ2474                          SUPERSEDED SURVEY CONTROL
 HZ2474
 HZ2474  NAD 83(1986)-  38 02 31.12479(N)    084 35 59.21345(W) AD(       ) 3
 HZ2474  NAD 27      -  38 02 30.84600(N)    084 35 59.42300(W) AD(       ) 3
 HZ2474
 HZ2474.Superseded values are not recommended for survey control.
 HZ2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2474.See file dsdata.txt to determine how the superseded data were derived.
 HZ2474
 HZ2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1062813192(NAD 83)
 HZ2474_MARKER: DT = TOPOGRAPHIC STATION DISK
 HZ2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ2474_STAMPING: AP 1961 STA A
 HZ2474_MARK LOGO: CGS   
 HZ2474_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HZ2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2474+STABILITY: SURFACE MOTION
 HZ2474
 HZ2474  HISTORY     - Date     Condition        Report By
 HZ2474  HISTORY     - 1961     MONUMENTED       CGS
 HZ2474  HISTORY     - 1966     GOOD             CGS
 HZ2474  HISTORY     - 1970     GOOD             NGS
 HZ2474  HISTORY     - 1976     GOOD             NGS
 HZ2474  HISTORY     - 19800630 GOOD             NGS
 HZ2474  HISTORY     - 19800630 MARK NOT FOUND   NGS
 HZ2474
 HZ2474                          STATION DESCRIPTION
 HZ2474
 HZ2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JJC)
 HZ2474'THE STATION IS LOCATED AT BLUE GRASS FIELD AIRPORT, APPROXIMATELY 5
 HZ2474'MILES WEST OF LEXINGTON, KENTUCKY.  APPROXIMATELY 1250 FEET NORTH OF
 HZ2474'THE AIRPORT CONTROL TOWER.  75.00 FEET NORTHWEST OF AND DIRECTLY IN
 HZ2474'LINE WITH THE PHYSICAL END OF RUNWAY END 22 (THE ILS RUNWAY).  THE
 HZ2474'STATION IS A STANDARD TOPOGRAPHIC STATION DISC STAMPED STA A AP 1961
 HZ2474'SET IN THE TOP OF A 10 INCH CONCRETE POST FLUSH WITH THE GROUND.
 HZ2474
 HZ2474                          STATION RECOVERY (1966)
 HZ2474
 HZ2474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WMR)
 HZ2474'STATION RECOVERED IN GOOD CONDITION.  THE 1961 DESCRIPTION IS
 HZ2474'GOOD.
 HZ2474
 HZ2474                          STATION RECOVERY (1970)
 HZ2474
 HZ2474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMR)
 HZ2474'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 HZ2474'GOOD.
 HZ2474
 HZ2474                          STATION RECOVERY (1976)
 HZ2474
 HZ2474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TGR)
 HZ2474'RECOVERED IN GOOD CONDITION.
 HZ2474'
 HZ2474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AIRPORT.
 HZ2474
 HZ2474                          STATION RECOVERY (1980)
 HZ2474
 HZ2474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HZ2474'THE STATION IS LOCATED AT THE BLUE GRASS AIRPORT NEAR THE END OF RWY
 HZ2474'22.  IT IS 75.0 FT (22.9 M) NW OF THE NW EDGE OF THE RUNWAY, 9.5 FT
 HZ2474'(2.9 M) SW OF A REIL (RUNWAY END INDENTIFIER LIGHT), 65.9 FT (20.1 M)
 HZ2474'NW OF MOST NORTHWESTERLY THRESHOLD LIGHT 84, 177.6 FT (54.1 M) NNE OF
 HZ2474'A FLUSH MOUNTED RUNWAY LIGHT IN TAXIWAY A.  THE STATION IS A STANDARD
 HZ2474'TOPOGRAPHIC DISK SET IN THE TOP OF A 10 INCH CONCRETE POST FLUSH WITH
 HZ2474'THE GROUND AND STAMPED AP 1961 STA A.
 HZ2474
 HZ2474                          STATION RECOVERY (1980)
 HZ2474
 HZ2474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HZ2474'THE STATION WAS SEARCHED FOR BUT NOT FOUND AND BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0327 ***********************************************************************
 HZ0327  DESIGNATION -  BLUE GRASS AZ MK
 HZ0327  PID         -  HZ0327
 HZ0327  STATE/COUNTY-  KY/FAYETTE
 HZ0327  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0327
 HZ0327                         *CURRENT SURVEY CONTROL
 HZ0327  ___________________________________________________________________
 HZ0327* NAD 83(1986)-  38 02 35.     (N)    084 36 13.     (W)     SCALED    
 HZ0327* NAVD 88     -       295.549  (meters)     969.65   (feet)  ADJUSTED  
 HZ0327  ___________________________________________________________________
 HZ0327  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ0327  DYNAMIC HT  -         295.331 (meters)     968.93  (feet)  COMP
 HZ0327  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 HZ0327
 HZ0327  VERT ORDER  -  FIRST     CLASS II
 HZ0327
 HZ0327.This mark is at Blue Grass Airport (LEX)
 HZ0327
 HZ0327.The horizontal coordinates were scaled from a topographic map and have
 HZ0327.an estimated accuracy of +/- 6 seconds.
 HZ0327
 HZ0327.The orthometric height was determined by differential leveling
 HZ0327.and adjusted by the National Geodetic Survey in June 1991..
 HZ0327
 HZ0327.The geoid height was determined by GEOID03.
 HZ0327
 HZ0327.The dynamic height is computed by dividing the NAVD 88
 HZ0327.geopotential number by the normal gravity value computed on the
 HZ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0327.degrees latitude (g = 980.6199 gals.).
 HZ0327
 HZ0327.The modeled gravity was interpolated from observed gravity values.
 HZ0327
 HZ0327;                    North         East    Units  Estimated Accuracy
 HZ0327;SPC KY1Z     - 1,190,370.    1,600,620.      MT  (+/- 180 meters Scaled)
 HZ0327
 HZ0327                          SUPERSEDED SURVEY CONTROL
 HZ0327
 HZ0327  NGVD 29 (??/??/92)  295.703  (m)          970.15   (f) ADJ UNCH    1 2
 HZ0327
 HZ0327.Superseded values are not recommended for survey control.
 HZ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0327.See file dsdata.txt to determine how the superseded data were derived.
 HZ0327
 HZ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH102133(NAD 83)
 HZ0327_MARKER: DZ = AZIMUTH MARK DISK
 HZ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0327_STAMPING: BLUE GRASS 1949 970.152
 HZ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0327+STABILITY: SURFACE MOTION
 HZ0327
 HZ0327  HISTORY     - Date     Condition        Report By
 HZ0327  HISTORY     - 1949     MONUMENTED       CGS
 HZ0327  HISTORY     - 1970     MARK NOT FOUND   NGS
 HZ0327  HISTORY     - 1979     MARK NOT FOUND   NGS
 HZ0327
 HZ0327                          STATION DESCRIPTION
 HZ0327
 HZ0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0327'4.7 MI W FROM LEXINGTON.
 HZ0327'ABOUT 4.7 MILES WEST ALONG U.S. HIGHWAY 60 FROM ITS OVERPASS OVER
 HZ0327'THE SOUTHERN RAILWAY AT LEXINGTON, ABOUT 0.35 MILE WEST OF THE
 HZ0327'JUNCTION OF A ROAD SOUTH TO BLUE GRASS AIRPORT ADMINSTRATION
 HZ0327'BUILDING, AT THE TOP OF A GRADE, 42.5 FEET NORTH OF THE CENTER
 HZ0327'LINE OF THE NORTH LANE OF THE HIGHWAY, 161 FEET WEST OF THE CENTER
 HZ0327'LINE OF A DRIVE NORTH TO KEENLAND RACE COURSE, 5.5 FEET NORTH
 HZ0327'OF THE SOUTH EDGE OF A STONE MASONRY RETAINING WALL, 30 FEET
 HZ0327'SOUTH-SOUTHEAST OF POWER POLE NO. 201, 2 1/2 FEET EAST OF A
 HZ0327'WHITE WOODEN WITNESS POST, ABOUT 6 1/2 FEET ABOVE THE HIGHWAY AND
 HZ0327'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 HZ0327
 HZ0327                          STATION RECOVERY (1970)
 HZ0327
 HZ0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HZ0327'MARK NOT FOUND.
 HZ0327
 HZ0327                          STATION RECOVERY (1979)
 HZ0327
 HZ0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HZ0327'THERE HAS BEEN SOME UTILITY CONSTRUCTION IN THE AREA AND THE MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2866 ***********************************************************************
 GZ2866  DESIGNATION -  BLUE GRASS ORD DEPOT TK 227
 GZ2866  PID         -  GZ2866
 GZ2866  STATE/COUNTY-  KY/MADISON
 GZ2866  USGS QUAD   -  MOBERLY (1979)
 GZ2866
 GZ2866                         *CURRENT SURVEY CONTROL
 GZ2866  ___________________________________________________________________
 GZ2866* NAD 83(1993)-  37 40 37.60214(N)    084 14 22.42500(W)     ADJUSTED  
 GZ2866* NAVD 88     -                                                        
 GZ2866  ___________________________________________________________________
 GZ2866  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 GZ2866  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GZ2866
 GZ2866  HORZ ORDER  -  THIRD
 GZ2866
 GZ2866.The horizontal coordinates were established by classical geodetic methods
 GZ2866.and adjusted by the National Geodetic Survey in December 1995..
 GZ2866
 GZ2866
 GZ2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2866
 GZ2866.The geoid height was determined by GEOID03.
 GZ2866
 GZ2866;                    North         East     Units Scale Factor Converg.
 GZ2866;SPC KY1Z     - 1,150,213.980 1,633,227.325   MT  0.99991096   +0 55 38.5
 GZ2866;SPC KY1Z     - 3,773,660.37  5,358,346.65   sFT  0.99991096   +0 55 38.5
 GZ2866;SPC KY S     -   650,192.270   633,234.435   MT  0.99996327   +0 54 57.7
 GZ2866;SPC KY S     - 2,133,172.47  2,077,536.64   sFT  0.99996327   +0 54 57.7
 GZ2866;UTM  16      - 4,173,576.813   743,441.842   MT  1.00033003   +1 41 16.9
 GZ2866
 GZ2866                          SUPERSEDED SURVEY CONTROL
 GZ2866
 GZ2866  NAD 83(1986)-  37 40 37.60963(N)    084 14 22.43055(W) AD(       ) 4
 GZ2866  NAD 27      -  37 40 37.31500(N)    084 14 22.67700(W) AD(       ) 3
 GZ2866
 GZ2866.Superseded values are not recommended for survey control.
 GZ2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2866.See file dsdata.txt to determine how the superseded data were derived.
 GZ2866
 GZ2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4344273577(NAD 83)
 GZ2866_MARKER: 53 = ELEVATED TANK
 GZ2866
 GZ2866  HISTORY     - Date     Condition        Report By
 GZ2866  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2866
 GZ2866                          STATION DESCRIPTION
 GZ2866
 GZ2866'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2866'STATION IS LOCATED AT THE BLUE GRASS ORDNANCE DEPOT WHICH IS ABOUT 4
 GZ2866'1/2 MILES SE OF RICHMOND.  THE STATION IS A 8 LEGGED STEEL
 GZ2866'STRUCTURE 110 FEET HIGH WITH A WOOD WATER TANK ATOP PAINTED RED AND
 GZ2866'WHITE.  THE POINT OF INTERSECTION WAS THE BALL AT THE APEX OF THE
 GZ2866'ROOF OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0328 ***********************************************************************
 HZ0328  DESIGNATION -  BLUE GRASS RM 1
 HZ0328  PID         -  HZ0328
 HZ0328  STATE/COUNTY-  KY/FAYETTE
 HZ0328  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0328
 HZ0328                         *CURRENT SURVEY CONTROL
 HZ0328  ___________________________________________________________________
 HZ0328* NAD 83(1986)-  38 02 17.     (N)    084 35 51.     (W)     SCALED    
 HZ0328* NAVD 88     -       297.178  (meters)     974.99   (feet)  ADJUSTED  
 HZ0328  ___________________________________________________________________
 HZ0328  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ0328  DYNAMIC HT  -         296.959 (meters)     974.27  (feet)  COMP
 HZ0328  MODELED GRAV-     979,884.3   (mgal)                       NAVD 88
 HZ0328
 HZ0328  VERT ORDER  -  FIRST     CLASS II
 HZ0328
 HZ0328.This mark is at Blue Grass Airport (LEX)
 HZ0328
 HZ0328.The horizontal coordinates were scaled from a topographic map and have
 HZ0328.an estimated accuracy of +/- 6 seconds.
 HZ0328
 HZ0328.The orthometric height was determined by differential leveling
 HZ0328.and adjusted by the National Geodetic Survey in June 1991..
 HZ0328
 HZ0328.The geoid height was determined by GEOID03.
 HZ0328
 HZ0328.The dynamic height is computed by dividing the NAVD 88
 HZ0328.geopotential number by the normal gravity value computed on the
 HZ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0328.degrees latitude (g = 980.6199 gals.).
 HZ0328
 HZ0328.The modeled gravity was interpolated from observed gravity values.
 HZ0328
 HZ0328;                    North         East    Units  Estimated Accuracy
 HZ0328;SPC KY1Z     - 1,189,820.    1,601,160.      MT  (+/- 180 meters Scaled)
 HZ0328
 HZ0328                          SUPERSEDED SURVEY CONTROL
 HZ0328
 HZ0328  NGVD 29 (??/??/92)  297.333  (m)          975.50   (f) ADJ UNCH    1 2
 HZ0328
 HZ0328.Superseded values are not recommended for survey control.
 HZ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0328.See file dsdata.txt to determine how the superseded data were derived.
 HZ0328
 HZ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH108127(NAD 83)
 HZ0328_MARKER: DR = REFERENCE MARK DISK
 HZ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0328_STAMPING: BLUE GRASS NO 1 1949 975.500
 HZ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0328+STABILITY: SURFACE MOTION
 HZ0328
 HZ0328  HISTORY     - Date     Condition        Report By
 HZ0328  HISTORY     - 1949     MONUMENTED       CGS
 HZ0328  HISTORY     - 1970     GOOD             NGS
 HZ0328
 HZ0328                          STATION DESCRIPTION
 HZ0328
 HZ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0328'4.7 MI W FROM LEXINGTON.
 HZ0328'ABOUT 4.35 MILES WEST ALONG U.S. HIGHWAY 60 FROM ITS OVERPASS OVER
 HZ0328'THE SOUTHERN RAILWAY AT LEXINGTON, THENCE ABOUT 0.35 MILE SOUTH
 HZ0328'ALONG A DRIVE TO BLUE GRASS AIRPORT, AT THE AIRPORT, ABOUT 155
 HZ0328'YARDS EAST-NORTHEAST OF THE EAST ENTRANCE TO THE ADMINSTRATION
 HZ0328'BUILDING, 69.2 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 HZ0328'SMALL TRANSFORMER BUILDING, 20 FEET WEST OF THE CENTER LINE OF THE
 HZ0328'ROAD, 1 FOOT WEST OF A WHITE BOARD FENCE, 100.5 FEET NORTHEAST
 HZ0328'OF THE STATION MARK, 1.8 FEET SOUTH-SOUTHWEST OF A FENCE POST,
 HZ0328'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 HZ0328'ABOUT FLUSH WITH THE GROUND.  NOTE-- THE MARK IS ABOUT 47 FEET
 HZ0328'SOUTHEAST OF THE ENTRANCE DRIVE TO THE ADMINISTRATION BUILDING,
 HZ0328'AND 1 FOOT EAST OF THE EAST EDGE OF THE BLACK TOPPING OF THE
 HZ0328'PARKING AREA.
 HZ0328
 HZ0328                          STATION RECOVERY (1970)
 HZ0328
 HZ0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HZ0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2368 ***********************************************************************
 GC2368  DESIGNATION -  BLUE LEVEL
 GC2368  PID         -  GC2368
 GC2368  STATE/COUNTY-  KY/WARREN
 GC2368  USGS QUAD   -  ROCKFIELD (1979)
 GC2368
 GC2368                         *CURRENT SURVEY CONTROL
 GC2368  ___________________________________________________________________
 GC2368* NAD 83(1993)-  36 57 06.13433(N)    086 32 57.77043(W)     ADJUSTED  
 GC2368* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 GC2368  ___________________________________________________________________
 GC2368  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 GC2368  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GC2368
 GC2368  HORZ ORDER  -  SECOND
 GC2368
 GC2368.The horizontal coordinates were established by classical geodetic methods
 GC2368.and adjusted by the National Geodetic Survey in December 1995..
 GC2368
 GC2368.The orthometric height was scaled from a topographic map.
 GC2368
 GC2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2368
 GC2368.The geoid height was determined by GEOID03.
 GC2368
 GC2368;                    North         East     Units Scale Factor Converg.
 GC2368;SPC KY1Z     - 1,068,935.696 1,428,799.255   MT  1.00003410   -0 29 26.8
 GC2368;SPC KY1Z     - 3,506,999.86  4,687,652.22   sFT  1.00003410   -0 29 26.8
 GC2368;SPC KY S     -   568,923.934   428,803.972   MT  0.99996755   -0 29 05.3
 GC2368;SPC KY S     - 1,866,544.61  1,406,834.36   sFT  0.99996755   -0 29 05.3
 GC2368;UTM  16      - 4,089,609.599   540,119.795   MT  0.99961983   +0 16 15.2
 GC2368
 GC2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2368!SPC KY1Z     -   0.99996584  x   1.00003410  =   0.99999994
 GC2368!SPC KY S     -   0.99996584  x   0.99996755  =   0.99993340
 GC2368!UTM  16      -   0.99996584  x   0.99961983  =   0.99958569
 GC2368
 GC2368|---------------------------------------------------------------------|
 GC2368| PID    Reference Object                     Distance      Geod. Az  |
 GC2368|                                                           dddmmss.s |
 GC2368| CG5630 BLUE LEVEL RM 1                      28.787 METERS 03841     |
 GC2368| CG5629 BLUE LEVEL AZ MK                                   0515206.5 |
 GC2368| GC2138 RICH POND                           APPROX.10.1 KM 1424920.6 |
 GC2368| CG5631 BLUE LEVEL RM 2                      27.799 METERS 33824     |
 GC2368|---------------------------------------------------------------------|
 GC2368
 GC2368                          SUPERSEDED SURVEY CONTROL
 GC2368
 GC2368  NAD 83(1986)-  36 57 06.14341(N)    086 32 57.77632(W) AD(       ) 2
 GC2368  NAD 27      -  36 57 06.00000(N)    086 32 57.79300(W) AD(       ) 2
 GC2368
 GC2368.Superseded values are not recommended for survey control.
 GC2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2368.See file dsdata.txt to determine how the superseded data were derived.
 GC2368
 GC2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4012089610(NAD 83)
 GC2368_MARKER: DS = TRIANGULATION STATION DISK
 GC2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2368
 GC2368  HISTORY     - Date     Condition        Report By
 GC2368  HISTORY     - 1952     MONUMENTED       CGS
 GC2368  HISTORY     - 1977     GOOD             NGS
 GC2368
 GC2368                          STATION DESCRIPTION
 GC2368
 GC2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2368'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF BOWLING GREEN.  IT IS
 GC2368'45 FEET NORTHWEST OF AN 18 INCH MAPLE TREE, 41 FEET SOUTH OF A 24
 GC2368'INCH OAK TREE, 27 FEET SOUTHWEST OF THE CENTER OF DIRT ROAD AND 15
 GC2368'FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 GC2368'THE DISK IS STAMPED BLUE LEVEL 1951.
 GC2368'
 GC2368'REFERENCE MARK NO. 1 IS 31 FEET EAST OF A 15 INCH OAK TREE, 19 FEET
 GC2368'NORTH OF THE CENTER OF DIRT ROAD AND 1 FOOT SOUTH OF A FENCELINE.
 GC2368'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BLUE LEVEL NO 1
 GC2368'1951.
 GC2368'
 GC2368'REFERENCE MARK NO. 2 IS 49 FEET NORTH OF A 24 INCH OAK TREE AND A
 GC2368'FENCE CORNER, 20 FEET EAST OF THE CENTER OF DIRT ROAD AND 1 FOOT
 GC2368'WEST OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 GC2368'STAMPED BLUE LEVEL NO 2 1951.
 GC2368'
 GC2368'AZIMUTH MARK IS 13 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN,
 GC2368'11 FEET EAST OF THE CENTER OF DIRT ROAD, 3 FEET SOUTH OF A WHITE
 GC2368'WITNESS POST AND 1 FOOT SOUTH OF A FENCE CORNER.  THE MARK PROJECTS 4
 GC2368'INCHES AND THE DISK IS STAMPED BLUE LEVEL 1951.
 GC2368'
 GC2368'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC2368'HIGHWAY 71 AT THE SOUTHWEST EDGE OF BOWLING GREEN, GO SOUTHWEST ON
 GC2368'U.S. HIGHWAY 68 FOR 4.0 MILES TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT
 GC2368'ON GRAVEL ROAD AND GO 2.8 MILES TO WHERE ROAD FORKS, TURN LEFT AND GO
 GC2368'0.15 MILE TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.7 MILE
 GC2368'TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.8
 GC2368'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON DIRT
 GC2368'ROAD FOR 0.3 MILE TO WHERE ROAD TURNS SHARP RIGHT AND THE STATION ON
 GC2368'THE LEFT AS DESCRIBED.
 GC2368'
 GC2368'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2368
 GC2368                          STATION RECOVERY (1977)
 GC2368
 GC2368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC2368'THE STATION MARK WAS FOUND AFTER A LONG SEARCH AND THE HELP OF THE
 GC2368'PROPERTY OWNER.  REFERENCE MARKS 1 AND 2 WERE FOUND UPROOTED BY
 GC2368'GRADING AND THE DISK WERE SALVAGED.  THE AZIMUTH MARK WAS NOT FOUND
 GC2368'AND ACCORDING TO A LOCAL RESIDENT IT WAS DESTROYED BY ROAD WORK.
 GC2368'REFERENCE MARKS 3 AND 4 WERE SET TO HELP IN FUTURE RECOVERY OF
 GC2368'THE STATION.  NO AZIMUTH MARK COULD BE SET DUE TO BUSHES AND
 GC2368'TREES SURROUNDING THE STATION SITE.  A NEW DESCRIPTION
 GC2368'FOLLOWS--
 GC2368'
 GC2368'THE STATION IS LOCATED IN THE NORTH EDGE OF A LAWN ON THE PROPERTY
 GC2368'OF MR. HAROLD JENKINS, ROUTE NO. 1, BOX 86 C, ROCKFIELD, KENTUCKY,
 GC2368'26 FEET WEST OF A WEST GATE POST OF DRIVEWAY, 29 FEET SOUTH OF A
 GC2368'FENCE, 83 FEET NORTHWEST OF THE NORTHEAST CORNER OF FRAME HOUSE,
 GC2368'13 FEET WEST OF A 12 INCH PINE TREE AND 48 FEET SOUTH OF THE
 GC2368'CENTERLINE OF PAVED ROAD AT SHARP CURVE.  THE MONUMENT IS 3
 GC2368'INCHES UNDERGROUND AND THE DISK IS STAMPED BLUE LEVEL 1952.
 GC2368'
 GC2368'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 68 AND THE
 GC2368'GREEN RIVER PARKWAY AT THE SOUTH EDGE OF BOWLING GREEN, GO SOUTHWEST
 GC2368'ON HIGHWAY 68 FOR 0.65 MILE TO THE JUNCTION OF CO. RD. 432. TURN
 GC2368'RIGHT ON RD. 432 AND GO SOUTHWESTERLY FOR 2.8 MILES TO A ROAD
 GC2368'FORK.  KEEP LEFT AND CONTINUE WESTERLY FOR 0.85 MILES TO A ROAD
 GC2368'RIGHT.  CONTINUE WESTERLY ON THE PAVED ROAD FOR 1.1 MILES TO A
 GC2368'SHARP TURN RIGHT AND THE STATION ON THE LEFT.
 GC2368'
 GC2368'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GC2368'MAGNETS, STAMPED BLUE LEVEL 1952 NO 3 1977, PROJECTING 3 INCHES,
 GC2368'8 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 1 FOOT WEST OF A
 GC2368'FENCE, 1 FOOT NORTHWEST OF THE WEST GATE POST AND 1 FOOT SOUTHEAST
 GC2368'OF A METAL WITNESS POST.
 GC2368'
 GC2368'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GC2368'MAGNETS, STAMPED BLUE LEVEL 1952 NO 4 1977, PROJECTING 3 INCHES,
 GC2368'6 INCHES SOUTHEAST OF A FENCE, 26 FEET SOUTHWEST OF THE CENTERLINE
 GC2368'OF THE ROAD, 14 FEET WEST OF A FENCE CORNER AND 1 FOOT EAST OF A
 GC2368'METAL WITNESS POST.
 GC2368'
 GC2368'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 GC2368'SOUTHWEST OF BOWLING GREEN.
 GC2368'
 GC2368'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2398 ***********************************************************************
 HY2398  DESIGNATION -  BLUE RIDGE
 HY2398  PID         -  HY2398
 HY2398  STATE/COUNTY-  KY/LEWIS
 HY2398  USGS QUAD   -  HEAD OF GRASSY (1978)
 HY2398
 HY2398                         *CURRENT SURVEY CONTROL
 HY2398  ___________________________________________________________________
 HY2398* NAD 83(1993)-  38 26 06.45744(N)    083 21 33.40287(W)     ADJUSTED  
 HY2398* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 HY2398  ___________________________________________________________________
 HY2398  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 HY2398  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HY2398
 HY2398  HORZ ORDER  -  SECOND
 HY2398
 HY2398.The horizontal coordinates were established by classical geodetic methods
 HY2398.and adjusted by the National Geodetic Survey in December 1995..
 HY2398
 HY2398.The orthometric height was scaled from a topographic map.
 HY2398
 HY2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2398
 HY2398.The geoid height was determined by GEOID03.
 HY2398
 HY2398;                    North         East     Units Scale Factor Converg.
 HY2398;SPC KY1Z     - 1,235,940.103 1,708,703.397   MT  0.99995240   +1 28 04.1
 HY2398;SPC KY1Z     - 4,054,913.49  5,605,971.06   sFT  0.99995240   +1 28 04.1
 HY2398;SPC KY N     -   104,172.392   577,765.586   MT  0.99996224   +0 33 14.7
 HY2398;SPC KY N     -   341,772.26  1,895,552.59   sFT  0.99996224   +0 33 14.7
 HY2398;UTM  17      - 4,256,731.381   294,078.185   MT  1.00012223   -1 28 01.6
 HY2398
 HY2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2398!SPC KY1Z     -   0.99994363  x   0.99995240  =   0.99989603
 HY2398!SPC KY N     -   0.99994363  x   0.99996224  =   0.99990587
 HY2398!UTM  17      -   0.99994363  x   1.00012223  =   1.00006586
 HY2398
 HY2398:                Primary Azimuth Mark                     Grid Az
 HY2398:SPC KY1Z     -  BLUE RIDGE AZ MK                         083 10 01.5
 HY2398:SPC KY N     -  BLUE RIDGE AZ MK                         084 04 50.9
 HY2398:UTM  17      -  BLUE RIDGE AZ MK                         086 06 07.2
 HY2398
 HY2398|---------------------------------------------------------------------|
 HY2398| PID    Reference Object                     Distance      Geod. Az  |
 HY2398|                                                           dddmmss.s |
 HY2398| DB8789 BLUE RIDGE AZ MK                                   0843805.6 |
 HY2398| DB8790 BLUE RIDGE RM 1                      20.865 METERS 19418     |
 HY2398| HY2407 HICKORY FLATS NATL FOREST LOT       APPROX.10.8 KM 1963909.9 |
 HY2398| HY2410 STRICKLETT TX EASTERN RELAY         APPROX.10.6 KM 2853111.1 |
 HY2398| DB8791 BLUE RIDGE RM 2                      18.673 METERS 28637     |
 HY2398| HY2411 ELK                                 APPROX.10.8 KM 3053015.1 |
 HY2398|---------------------------------------------------------------------|
 HY2398
 HY2398                          SUPERSEDED SURVEY CONTROL
 HY2398
 HY2398  NAD 83(1986)-  38 26 06.46416(N)    083 21 33.40856(W) AD(       ) 2
 HY2398  NAD 27      -  38 26 06.18300(N)    083 21 33.74200(W) AD(       ) 2
 HY2398
 HY2398.Superseded values are not recommended for survey control.
 HY2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2398.See file dsdata.txt to determine how the superseded data were derived.
 HY2398
 HY2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC9407856731(NAD 83)
 HY2398_MARKER: DS = TRIANGULATION STATION DISK
 HY2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2398
 HY2398  HISTORY     - Date     Condition        Report By
 HY2398  HISTORY     - 1953     MONUMENTED       CGS
 HY2398
 HY2398                          STATION DESCRIPTION
 HY2398
 HY2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2398'STATION IS LOCATED ON THE HIGHEST POINT OF A WOODED RIDGE ON THE
 HY2398'PROPERTY OF L.C. YOUNG ABOUT 20 MILES EAST OF FLEMINGSBURG AND ABOUT
 HY2398'12 MILES SOUTH OF VANCEBURG.  IT IS 34 FEET NORTH OF AN 8 INCH PINE
 HY2398'TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE, 18 FEET SOUTHEAST OF
 HY2398'A 12 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND 3
 HY2398'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 HY2398'INCHES AND THE DISK IS STAMPED BLUE RIDGE 1953.
 HY2398'
 HY2398'REFERENCE MARK NO.1 IS 68.45 FEET SOUTH OF THE STATION.  IT IS 34
 HY2398'FEET SOUTH OF THE BLAZED PINE TREE AND 18 FEET NORTHWEST OF AN 8 INCH
 HY2398'OAK TREE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 HY2398'BLUE RIDGE NO 1 1953.
 HY2398'
 HY2398'REFERENCE MARK NO.2 IS 61.26 FEET WEST OF THE STATION.  IT IS 5 FEET
 HY2398'NORTH OF AN 8 INCH PINE TREE.  THE MARK IS FLUSH AND THE DISK IS
 HY2398'STAMPED BLUE RIDGE NO 2 1953.
 HY2398'
 HY2398'AZIMUTH MARK IS ABOUT 0.15 MILE EAST OF THE STATION.  IT IS 15 FEET
 HY2398'EAST OF THE CENTER OF A DIRT ROAD, 7 FEET SOUTHEAST OF A THREE
 HY2398'TRUNKED OAK TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE AND 3 FEET
 HY2398'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 HY2398'INCHES AND THE DISK IS STAMPED BLUE RIDGE 1953.
 HY2398'
 HY2398'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 AND 24
 HY2398'ABOUT 5 MILES SOUTH OF VANCEBURG, GO SOUTHWEST ON HIGHWAY 24 FOR 4.8
 HY2398'MILES TO A ROAD LEFT ACROSS BRIDGE.  TURN LEFT AND GO SOUTH FOR 1.25
 HY2398'MILES TO A ROAD LEFT DOWN HILL INTO CREEK.  TURN LEFT DOWN THE HILL
 HY2398'AND FOLLOW WINDING ROAD UP CREEK FOR 2.25 MILES TO A FORK.  TAKE
 HY2398'LEFT FORK AND GO 0.3 MILE TO A FORK.  TAKE RIGHT FORK ALONG CREEK
 HY2398'AND UP HILL FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 HY2398'DESCRIBED.  CONTINUE UP HILL ON DIRT ROAD FOR 0.15 MILE TO A SHARP
 HY2398'BREAK IN HILL.  TURN RIGHT ON DIM WOODS ROAD WHICH GOES NORTHWEST UP
 HY2398'STEEP RIDGE FOR 0.1 MILE TO THE TOP OF THE RIDGE AND THE STATION AS
 HY2398'DESCRIBED.
 HY2398'
 HY2398'HEIGHT OF LIGHT ABOVE STATIN MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1316 ***********************************************************************
 HA1316  DESIGNATION -  BLUEBALL
 HA1316  PID         -  HA1316
 HA1316  STATE/COUNTY-  KY/HARDIN
 HA1316  USGS QUAD   -  HOWE VALLEY (1991)
 HA1316
 HA1316                         *CURRENT SURVEY CONTROL
 HA1316  ___________________________________________________________________
 HA1316* NAD 83(1993)-  37 44 15.43738(N)    086 02 29.40142(W)     ADJUSTED  
 HA1316* NAVD 88     -       308.4    (meters)    1012.     (feet)  VERTCON   
 HA1316  ___________________________________________________________________
 HA1316  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 HA1316  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HA1316
 HA1316  HORZ ORDER  -  FIRST
 HA1316
 HA1316.The horizontal coordinates were established by classical geodetic methods
 HA1316.and adjusted by the National Geodetic Survey in December 1995..
 HA1316
 HA1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1316
 HA1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1316
 HA1316.The geoid height was determined by GEOID03.
 HA1316
 HA1316;                    North         East     Units Scale Factor Converg.
 HA1316;SPC KY1Z     - 1,155,891.350 1,474,308.261   MT  0.99990786   -0 10 44.3
 HA1316;SPC KY1Z     - 3,792,286.87  4,836,959.69   sFT  0.99990786   -0 10 44.3
 HA1316;SPC KY S     -   655,882.648   474,306.660   MT  0.99997014   -0 10 36.4
 HA1316;SPC KY S     - 2,151,841.65  1,556,121.10   sFT  0.99997014   -0 10 36.4
 HA1316;UTM  16      - 4,177,136.610   584,453.646   MT  0.99968785   +0 35 12.1
 HA1316
 HA1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1316!SPC KY1Z     -   0.99995670  x   0.99990786  =   0.99986457
 HA1316!SPC KY S     -   0.99995670  x   0.99997014  =   0.99992684
 HA1316!UTM  16      -   0.99995670  x   0.99968785  =   0.99964457
 HA1316
 HA1316:                Primary Azimuth Mark                     Grid Az
 HA1316:SPC KY1Z     -  BLUEBALL AZ MK RESET                     042 49 27.1
 HA1316:SPC KY S     -  BLUEBALL AZ MK RESET                     042 49 19.2
 HA1316:UTM  16      -  BLUEBALL AZ MK RESET                     042 03 30.7
 HA1316
 HA1316|---------------------------------------------------------------------|
 HA1316| PID    Reference Object                     Distance      Geod. Az  |
 HA1316|                                                           dddmmss.s |
 HA1316| CG7206 BLUEBALL AZ MK RESET                               0423842.8 |
 HA1316| CG7205 BLUEBALL AZ MK                                     0430445.1 |
 HA1316| CG7207 BLUEBALL RM 1                        20.767 METERS 09045     |
 HA1316| CG7208 BLUEBALL RM 2                        20.915 METERS 23618     |
 HA1316|---------------------------------------------------------------------|
 HA1316
 HA1316                          SUPERSEDED SURVEY CONTROL
 HA1316
 HA1316  NAD 83(1986)-  37 44 15.44424(N)    086 02 29.40861(W) AD(       ) 1
 HA1316  NAD 27      -  37 44 15.21000(N)    086 02 29.53700(W) AD(       ) 1
 HA1316  NGVD 29 (07/19/86)  308.5    (m)         1012.     (f) VERT ANG       
 HA1316
 HA1316.Superseded values are not recommended for survey control.
 HA1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1316.See file dsdata.txt to determine how the superseded data were derived.
 HA1316
 HA1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG8445477137(NAD 83)
 HA1316_MARKER: DS = TRIANGULATION STATION DISK
 HA1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1316_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1316
 HA1316  HISTORY     - Date     Condition        Report By
 HA1316  HISTORY     - 1933     MONUMENTED       CGS
 HA1316  HISTORY     - 1950     GOOD             CGS
 HA1316  HISTORY     - 1970     GOOD             NGS
 HA1316
 HA1316                          STATION DESCRIPTION
 HA1316
 HA1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HA1316'STATION IS ABOUT 6.5 MILES SOUTH-SOUTHWEST OF VINE GROVE, 9.5 MILES
 HA1316'WEST-NORTHWEST OF
 HA1316'ELIZABETHTOWN, AND 4 MILES WEST-NORTHWEST OF RINEYVILLE, ON A
 HA1316'PROMINENT HILL LOCALLY KNOWN AS BLUEBALL KNOB, ON LAND OWNED BY
 HA1316'H. W. SHUMATE, AT THE NORTHEAST END OF THE KNOB, AT THE EDGE OF THE
 HA1316'CLEARING, 85 FEET SOUTH OF A FARM ROAD LEADING UP THE KNOB, 150 FEET
 HA1316'NORTHEAST OF THE HIGHEST POINT OF THE KNOB, AND PROJECTS 10 INCHES.
 HA1316'
 HA1316'TO REACH FROM RINEYVILLE, GO WEST AND NORTH FROM THE RAILROAD
 HA1316'CROSSING 0.7 MILE, TAKE LEFT FORK, GO 0.4 MILE, TAKE LEFT FORK, GO
 HA1316'1.7 MILES, TURN LEFT, GO 0.2 MILE, TAKE RIGHT FORK, GO 1.3 MILES,
 HA1316'TAKE LEFT FORK, GO 0.4 MILE, TURN IN TO SHUMATES HOUSE, AND GO
 HA1316'UP AROUND THE HOUSE TO THE STATION ON THE TOP OF THE KNOB.
 HA1316'
 HA1316'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HA1316'DISKS SET IN CONCRETE.
 HA1316'
 HA1316'REFERENCE MARK NO. 1 IS EAST OF THE STATION, ON THE POINT OF THE
 HA1316'KNOB, IN THE EDGE OF THE TREES, AND PROJECTS 8 INCHES.  REFERENCE
 HA1316'MARK NO.2 IS SOUTHWEST OF THE STATION, AT THE EDGE OF THE CLEARING,
 HA1316'AND PROJECTS 8 INCHES.
 HA1316'
 HA1316'AZIMUTH MARK IS NORTHEAST OF THE STATION, IN THE NORTH RIGHT-OF-WAY
 HA1316'FENCE OF THE HIGHWAY, DIRECTLY OPPOSITE THE NORTH CORNER OF
 HA1316'SHUMATES RESIDENCE, 90 FEET WEST OF THE ENTRANCE TO THE BARNYARD, AND
 HA1316'PROJECTS 10 INCHES.
 HA1316
 HA1316                          STATION RECOVERY (1950)
 HA1316
 HA1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1316'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK AND REFERENCE
 HA1316'MARKS NOS. 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 HA1316'HAD BEEN DESTROYED DUE TO ROAD CONSTRUCTION AND A NEW MARK WAS SET BY
 HA1316'THIS PARTY.  THE DISTANCE TO THE REFERENCE MARKS WERE CHECKED
 HA1316'AND FOUND TO BE CORRECT.  A DIFFERENCE WAS FOUND IN THE DIRECTION TO
 HA1316'THE REFERENCE MARKS AS SHOWN .
 HA1316'
 HA1316'AZIMUTH MARK IS 89 FEET NORTHWEST OF THE INTERSECTION OF A GRAVEL
 HA1316'ROAD AND A LANE LEADING TO A QUARRY, 27 FEET NORTH OF THE CENTER OF
 HA1316'THE ROAD, 3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 HA1316'FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 HA1316'BLUEBALL 1933 RESET 1950.
 HA1316'
 HA1316'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HA1316
 HA1316                          STATION RECOVERY (1970)
 HA1316
 HA1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HA1316'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 HA1316'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DIRECTION
 HA1316'TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1933 DATA
 HA1316'HOWEVER A DIFFERENCE OF 0.005 METERS IN THE DISTANCE TO REFERENCE
 HA1316'MARK 1 AND A DIFFERENCE OF 0.009 METERS IN THE DISTANCE TO
 HA1316'REFERENCE MARK 2 WERE NOTED AND VERIFIED AT THIS TIME.  DUE TO
 HA1316'CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS--
 HA1316'
 HA1316'THE STATION IS LOCATED ABOUT 10-1/2 MILES WEST-NORTHWEST OF
 HA1316'ELIZABETHTOWN, 5-1/2 MILES SOUTH-SOUTHWEST OF VINE GROVE, 4 MILES
 HA1316'WEST OF RINEYVILLE AND ON A PROMINENT HILL LOCALLY KNOWN AS
 HA1316'BLUEBALL KNOB.  THE PROPERTY IS OWNED BY MR. JESSE BATES WHO LIVES
 HA1316'AT THE BASE OF THE HILL.  PHONE NUMBER 862-4870.
 HA1316'
 HA1316'TO REACH THE STATION FROM THE POST OFFICE IN RINEYVILLE GO NORTHWEST
 HA1316'ON STATE HIGHWAYS 1600 AND 220 FOR 0.7 MILE TO THE JUNCTION OF
 HA1316'STATE HIGHWAY 1600.  TURN LEFT AND GO SOUTHWESTERLY ON STATE
 HA1316'HIGHWAY 220 FOR 3.1 MILES TO THE RIDGE SPRING CHURCH ON THE LEFT.
 HA1316'CONTINUE AHEAD ON STATE HIGHWAY 220 FOR 0.2 MILE TO A SURFACED
 HA1316'SIDE ROAD LEFT.  CONTINUE AHEAD WESTERLY ON STATE HIGHWAY 220
 HA1316'FOR 0.6 MILE TO MR. BATES DRIVEWAY ON THE LEFT.  (TO REACH THE
 HA1316'AZIMUTH MARK CONTINUE AHEAD FOR 100 FEET TO THE MARK ON THE
 HA1316'RIGHT.) TURN LEFT ON THE DRIVEWAY, PASSING THROUGH THE GATE AND
 HA1316'TAKE THE LEFT FORK, SOUTHERLY FOR 0.05 MILE TO A BOARD GATE.
 HA1316'PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE TRACK ROAD FOR 0.05
 HA1316'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHWEST UP
 HA1316'STEEP HILL FOR 0.2 MILE TO THE STATION ON THE LEFT.
 HA1316'
 HA1316'THE STATION MARK, A STANDARD DISK STAMPED BLUEBALL 1933, IS SET IN
 HA1316'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 HA1316'AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 67 FEET
 HA1316'WEST OF A METAL WITNESS POST WITH SIGN, 52 FEET EAST OF A POWER
 HA1316'POLE AND 32 FEET NORTHWEST OF THE EDGE OF THE WOODS.
 HA1316'
 HA1316'REFERENCE MARK 1, A STANDARD DISK STAMPED BLUEBALL 1 1933, IS SET IN
 HA1316'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 HA1316'AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET
 HA1316'SOUTH OF A FENCE CORNER, 9 FEET EAST OF THE CENTER OF A TRACK ROAD
 HA1316'AND 1.6 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 HA1316'
 HA1316'REFERENCE MARK 2, A STANDARD DISK STAMPED BLUEBALL 2 1933, IS SET
 HA1316'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 HA1316'DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 129
 HA1316'FEET SOUTH-SOUTHWEST OF THE METAL WITNESS POST WITH SIGN, 74 FEET
 HA1316'SOUTH OF A POWER POLE AND 32 FEET WEST-NORTHWEST OF THE EDGE OF
 HA1316'THE WOODS.
 HA1316'
 HA1316'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLUEBALL RESET 1950, IS
 HA1316'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 HA1316'INCHES ABOVE THE GROUND SURFACE.  IT IS 100 FEET WEST-NORTHWEST OF
 HA1316'THE DRIVEWAY, 27 FEET NORTH OF THE CENTER OF THE SURFACED ROAD AND
 HA1316'1.5 FEET WEST OF A METAL WITNESS POST IN FENCE.
 HA1316'
 HA1316'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES WEST OF
 HA1316'RINEYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2476 ***********************************************************************
 HZ2476  DESIGNATION -  BLUEGRASS WM CHISEL MK
 HZ2476  PID         -  HZ2476
 HZ2476  STATE/COUNTY-  KY/FAYETTE
 HZ2476  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2476
 HZ2476                         *CURRENT SURVEY CONTROL
 HZ2476  ___________________________________________________________________
 HZ2476* NAD 83(1993)-  38 02 18.28578(N)    084 35 56.50797(W)     ADJUSTED  
 HZ2476* NAVD 88     -       297.38   (+/-2cm)     975.7    (feet)  VERTCON   
 HZ2476  ___________________________________________________________________
 HZ2476  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 HZ2476  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2476
 HZ2476  HORZ ORDER  -  SECOND
 HZ2476  VERT ORDER  -  THIRD ? (See Below)
 HZ2476
 HZ2476.This mark is at Blue Grass Airport (LEX)
 HZ2476
 HZ2476.The horizontal coordinates were established by classical geodetic methods
 HZ2476.and adjusted by the National Geodetic Survey in December 1995..
 HZ2476
 HZ2476.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2476.The vertical order pertains to the NGVD 29 superseded value.
 HZ2476
 HZ2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2476
 HZ2476.The geoid height was determined by GEOID03.
 HZ2476
 HZ2476;                    North         East     Units Scale Factor Converg.
 HZ2476;SPC KY1Z     - 1,189,857.235 1,601,028.011   MT  0.99990892   +0 42 23.9
 HZ2476;SPC KY1Z     - 3,903,723.28  5,252,706.07   sFT  0.99990892   +0 42 23.9
 HZ2476;SPC KY N     -    59,819.974   469,360.217   MT  0.99998992   -0 13 01.6
 HZ2476;SPC KY N     -   196,259.36  1,539,892.65   sFT  0.99998992   -0 13 01.6
 HZ2476;UTM  16      - 4,212,798.229   710,703.734   MT  1.00014682   +1 28 48.0
 HZ2476
 HZ2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2476!SPC KY1Z     -   0.99995856  x   0.99990892  =   0.99986749
 HZ2476!SPC KY N     -   0.99995856  x   0.99998992  =   0.99994849
 HZ2476!UTM  16      -   0.99995856  x   1.00014682  =   1.00010538
 HZ2476
 HZ2476                          SUPERSEDED SURVEY CONTROL
 HZ2476
 HZ2476  NAD 83(1986)-  38 02 18.29129(N)    084 35 56.51647(W) AD(       ) 2
 HZ2476  NAD 27      -  38 02 18.01200(N)    084 35 56.72500(W) AD(       ) 2
 HZ2476  NGVD 29 (07/19/86)  297.53   (m)          976.1    (f) LEVELING    3  
 HZ2476
 HZ2476.Superseded values are not recommended for survey control.
 HZ2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2476.See file dsdata.txt to determine how the superseded data were derived.
 HZ2476
 HZ2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1070412798(NAD 83)
 HZ2476_MARKER: Q = CHISELED SQUARE
 HZ2476_SETTING: 0 = UNSPECIFIED SETTING
 HZ2476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2476
 HZ2476  HISTORY     - Date     Condition        Report By
 HZ2476  HISTORY     - 1949     MONUMENTED       CGS
 HZ2476
 HZ2476                          STATION DESCRIPTION
 HZ2476
 HZ2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ2476'WITNESS MARK (CHISEL MARK) IS IN THE SOUTHEAST CORNER OF THE BOTTOM
 HZ2476'STEP OF THE FRONT ENTRANCE TO THE ADMINISTRATION BUILDING.  THE MARK
 HZ2476'IS A CHISEL MARK ABOUT 2 INCHES SQUARE.  POINT OF TRAVERSE IS THE
 HZ2476'CENTER OF CHISEL MARK.
 HZ2476'
 HZ2476'THE STATION IS LOCATED ON THE GROUNDS OF THE BLUE GRASS AIRPORT ABOUT
 HZ2476'5 MILES WEST OF LEXINGTON.  IT IS 385 FEET EAST OF THE FRONT
 HZ2476'ENTRANCE OF THE AIRPORT ADMINISTRATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2473 ***********************************************************************
 HZ2473  DESIGNATION -  BLUERASS WM BOLT
 HZ2473  PID         -  HZ2473
 HZ2473  STATE/COUNTY-  KY/FAYETTE
 HZ2473  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2473
 HZ2473                         *CURRENT SURVEY CONTROL
 HZ2473  ___________________________________________________________________
 HZ2473* NAD 83(1993)-  38 02 19.87823(N)    084 35 59.85823(W)     ADJUSTED  
 HZ2473* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 HZ2473  ___________________________________________________________________
 HZ2473  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 HZ2473  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2473
 HZ2473  HORZ ORDER  -  SECOND
 HZ2473
 HZ2473.This mark is at Blue Grass Airport (LEX)
 HZ2473
 HZ2473.The horizontal coordinates were established by classical geodetic methods
 HZ2473.and adjusted by the National Geodetic Survey in December 1995..
 HZ2473
 HZ2473.The orthometric height was scaled from a topographic map.
 HZ2473
 HZ2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2473
 HZ2473.The geoid height was determined by GEOID03.
 HZ2473
 HZ2473;                    North         East     Units Scale Factor Converg.
 HZ2473;SPC KY1Z     - 1,189,905.319 1,600,945.723   MT  0.99990895   +0 42 21.9
 HZ2473;SPC KY1Z     - 3,903,881.03  5,252,436.09   sFT  0.99990895   +0 42 21.9
 HZ2473;SPC KY N     -    59,869.383   469,278.708   MT  0.99998986   -0 13 03.7
 HZ2473;SPC KY N     -   196,421.47  1,539,625.23   sFT  0.99998986   -0 13 03.7
 HZ2473;UTM  16      - 4,212,845.209   710,620.784   MT  1.00014639   +1 28 46.0
 HZ2473
 HZ2473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2473!SPC KY1Z     -   0.99995865  x   0.99990895  =   0.99986760
 HZ2473!SPC KY N     -   0.99995865  x   0.99998986  =   0.99994851
 HZ2473!UTM  16      -   0.99995865  x   1.00014639  =   1.00010503
 HZ2473
 HZ2473                          SUPERSEDED SURVEY CONTROL
 HZ2473
 HZ2473  NAD 83(1986)-  38 02 19.88373(N)    084 35 59.86672(W) AD(       ) 2
 HZ2473  NAD 27      -  38 02 19.60400(N)    084 36 00.07500(W) AD(       ) 2
 HZ2473
 HZ2473.Superseded values are not recommended for survey control.
 HZ2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2473.See file dsdata.txt to determine how the superseded data were derived.
 HZ2473
 HZ2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1062112845(NAD 83)
 HZ2473_MARKER: P = PIPE CAP
 HZ2473_SETTING: 0 = UNSPECIFIED SETTING
 HZ2473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2473
 HZ2473  HISTORY     - Date     Condition        Report By
 HZ2473  HISTORY     - 1949     MONUMENTED       CGS
 HZ2473
 HZ2473                          STATION DESCRIPTION
 HZ2473
 HZ2473'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ2473'WITNESS MARK (BOLT HEAD) IS 207 FEET NORTHWEST OF THE T. WARD HAVELY
 HZ2473'MONUMENT AT THE REAR OF THE ADMINISTRATION BUILDING.  THE MARK IS
 HZ2473'THE TOP OF A BOLT SET FLUSH IN A BLACK PAVED SQUARE IN THE APRON
 HZ2473'NEAR THE MAIN RUNWAY.
 HZ2473'
 HZ2473'THE STATION IS LOCATED ON THE GROUNDS OF THE BLUE GRASS AIRPORT ABOUT
 HZ2473'5 MILES WEST OF LEXINGTON.  IT IS 385 FEET EAST OF THE FRONT
 HZ2473'ENTRANCE OF THE AIRPORT ADMINISTRATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1020 ***********************************************************************
 HA1020  DESIGNATION -  BM
 HA1020  PID         -  HA1020
 HA1020  STATE/COUNTY-  KY/HENDERSON
 HA1020  USGS QUAD   -  HENDERSON (1993)
 HA1020
 HA1020                         *CURRENT SURVEY CONTROL
 HA1020  ___________________________________________________________________
 HA1020* NAD 83(1986)-  37 50 33.     (N)    087 35 32.     (W)     SCALED    
 HA1020* NAVD 88     -       115.305  (meters)     378.30   (feet)  ADJUSTED  
 HA1020  ___________________________________________________________________
 HA1020  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HA1020  DYNAMIC HT  -         115.226 (meters)     378.04  (feet)  COMP
 HA1020  MODELED GRAV-     979,941.0   (mgal)                       NAVD 88
 HA1020
 HA1020  VERT ORDER  -  FIRST     CLASS II
 HA1020
 HA1020.The horizontal coordinates were scaled from a topographic map and have
 HA1020.an estimated accuracy of +/- 6 seconds.
 HA1020
 HA1020.The orthometric height was determined by differential leveling
 HA1020.and adjusted by the National Geodetic Survey in June 1991..
 HA1020
 HA1020.The geoid height was determined by GEOID03.
 HA1020
 HA1020.The dynamic height is computed by dividing the NAVD 88
 HA1020.geopotential number by the normal gravity value computed on the
 HA1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1020.degrees latitude (g = 980.6199 gals.).
 HA1020
 HA1020.The modeled gravity was interpolated from observed gravity values.
 HA1020
 HA1020;                    North         East    Units  Estimated Accuracy
 HA1020;SPC KY1Z     - 1,169,090.    1,337,870.      MT  (+/- 180 meters Scaled)
 HA1020
 HA1020                          SUPERSEDED SURVEY CONTROL
 HA1020
 HA1020  NGVD 29 (??/??/92)  115.409  (m)          378.64   (f) ADJ UNCH    1 2
 HA1020
 HA1020.Superseded values are not recommended for survey control.
 HA1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1020.See file dsdata.txt to determine how the superseded data were derived.
 HA1020
 HA1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG478885(NAD 83)
 HA1020_MARKER: DD = SURVEY DISK
 HA1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1020_STAMPING: 379.126
 HA1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1020+STABILITY: SURFACE MOTION
 HA1020
 HA1020  HISTORY     - Date     Condition        Report By
 HA1020  HISTORY     - UNK      MONUMENTED       USWB
 HA1020  HISTORY     - 1953     GOOD             NGS
 HA1020  HISTORY     - 1964     GOOD             FAS
 HA1020
 HA1020                          STATION DESCRIPTION
 HA1020
 HA1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA1020'AT HENDERSON.
 HA1020'AT HENDERSON, AT THE JUNCTION OF WATER AND THIRD STREETS, ABOUT
 HA1020'8 FEET SOUTHWEST OF THE EXTENDED SOUTHWEST CURB OF THIRD STREET,
 HA1020'69 FEET NORTHWEST OF NORTHWEST EDGE OF STONE RETAINING WALL ALONG
 HA1020'NORTHWEST EDGE OF WATER STREET, AT THE NORTHEAST EDGE OF
 HA1020'CONCRETE WALK LEADING FROM WATER STREET TO THE OHIO RIVER, AT
 HA1020'THE SOUTHEAST AND TOP END OF AN IRON GAGE EMBEDDED IN CONCRETE
 HA1020'IN COBBLESTONE SLOPE OF RIVER BANK, ABOUT 10 FEET BELOW LEVEL OF
 HA1020'WATER STREET, AND IS A WEATHER BUREAU DISK SET IN THE TOP OF AN
 HA1020'18-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  THE FIGURES
 HA1020'1909 IN METAL ARE EMBEDDED IN THE TOP OF THE CONCRETE POST.
 HA1020
 HA1020                          STATION RECOVERY (1964)
 HA1020
 HA1020'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1517 ***********************************************************************
 GB1517  DESIGNATION -  BM
 GB1517  PID         -  GB1517
 GB1517  STATE/COUNTY-  KY/CUMBERLAND
 GB1517  USGS QUAD   -  BURKESVILLE (1982)
 GB1517
 GB1517                         *CURRENT SURVEY CONTROL
 GB1517  ___________________________________________________________________
 GB1517* NAD 83(1986)-  36 52 17.     (N)    085 15 03.     (W)     SCALED    
 GB1517* NAVD 88     -       178.147  (meters)     584.47   (feet)  ADJUSTED  
 GB1517  ___________________________________________________________________
 GB1517  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GB1517  DYNAMIC HT  -         177.999 (meters)     583.99  (feet)  COMP
 GB1517  MODELED GRAV-     979,798.9   (mgal)                       NAVD 88
 GB1517
 GB1517  VERT ORDER  -  SECOND    CLASS 0
 GB1517
 GB1517.The horizontal coordinates were scaled from a topographic map and have
 GB1517.an estimated accuracy of +/- 6 seconds.
 GB1517
 GB1517.The orthometric height was determined by differential leveling
 GB1517.and adjusted by the National Geodetic Survey in June 1991..
 GB1517
 GB1517.The geoid height was determined by GEOID03.
 GB1517
 GB1517.The dynamic height is computed by dividing the NAVD 88
 GB1517.geopotential number by the normal gravity value computed on the
 GB1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1517.degrees latitude (g = 980.6199 gals.).
 GB1517
 GB1517.The modeled gravity was interpolated from observed gravity values.
 GB1517
 GB1517;                    North         East    Units  Estimated Accuracy
 GB1517;SPC KY1Z     - 1,059,840.    1,544,510.      MT  (+/- 180 meters Scaled)
 GB1517
 GB1517                          SUPERSEDED SURVEY CONTROL
 GB1517
 GB1517  NGVD 29 (??/??/92)  178.287  (m)          584.93   (f) ADJ UNCH    2 0
 GB1517
 GB1517.Superseded values are not recommended for survey control.
 GB1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1517.See file dsdata.txt to determine how the superseded data were derived.
 GB1517
 GB1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF559820(NAD 83)
 GB1517_MARKER: DD = SURVEY DISK
 GB1517_SETTING: 66 = SET IN ROCK OUTCROP
 GB1517_SP_SET: ROCK OUTCROP
 GB1517_STAMPING: 584.930
 GB1517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1517+STABILITY: POSITION/ELEVATION WELL
 GB1517
 GB1517  HISTORY     - Date     Condition        Report By
 GB1517  HISTORY     - UNK      MONUMENTED       DOD
 GB1517  HISTORY     - 1951     GOOD             NGS
 GB1517  HISTORY     - 1958     GOOD             NGS
 GB1517  HISTORY     - 20040310 MARK NOT FOUND   KYDT
 GB1517
 GB1517                          STATION DESCRIPTION
 GB1517
 GB1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1517'6.7 MI N FROM FOREST COTTAGE.
 GB1517'ABOUT 6.7 MILES NORTH ALONG STATE HIGHWAY 379 FROM THE POST
 GB1517'OFFICE AT FOREST COTTAGE, ABOUT 0.3 MILE SOUTHWEST OF ABANDONED
 GB1517'WINFREYS FERRY LANDING ON CUMBERLAND RIVER, ABOUT 0.3 MILE
 GB1517'NORTH OF A CEMETERY, IN THE TOP OF AN OUTCROP OF LIMESTONE
 GB1517'ABOUT 12 BY 6 FEET, 255 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 GB1517'192 FEET EAST OF EAST CORNER OF DUFF SMITH RESIDENCE, 7 FEET
 GB1517'SOUTHWEST OF CENTER LINE OF DIM ROAD NORTHWEST, 33 FEET NORTH OF
 GB1517'A LONE 8-INCH ELM TREE, 14 FEET SOUTHWEST OF A FENCE LINE AND
 GB1517'ABOUT 4 FEET ABOVE DIM ROAD.  NOTE-- THIS UNSTAMPED USE CAST-IRON
 GB1517'DISK IS DESCRIBED AS PBM 11 IN THE CORPS OF ENGINEERS, CUMBERLAND
 GB1517'RIVER, LEVELING OF 1913.
 GB1517
 GB1517                          STATION RECOVERY (1958)
 GB1517
 GB1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1517'RECOVERED IN GOOD CONDITION.
 GB1517
 GB1517                          STATION RECOVERY (2004)
 GB1517
 GB1517'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1493 ***********************************************************************
 HZ1493  DESIGNATION -  BM 10
 HZ1493  PID         -  HZ1493
 HZ1493  STATE/COUNTY-  KY/JEFFERSON
 HZ1493  USGS QUAD   -  NEW ALBANY (1992)
 HZ1493
 HZ1493                         *CURRENT SURVEY CONTROL
 HZ1493  ___________________________________________________________________
 HZ1493* NAD 83(1986)-  38 15 36.     (N)    085 47 47.     (W)     SCALED    
 HZ1493* NAVD 88     -       137.275  (meters)     450.38   (feet)  ADJUSTED  
 HZ1493  ___________________________________________________________________
 HZ1493  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ1493  DYNAMIC HT  -         137.182 (meters)     450.07  (feet)  COMP
 HZ1493  MODELED GRAV-     979,952.5   (mgal)                       NAVD 88
 HZ1493
 HZ1493  VERT ORDER  -  FIRST     CLASS II
 HZ1493
 HZ1493.The horizontal coordinates were scaled from a topographic map and have
 HZ1493.an estimated accuracy of +/- 6 seconds.
 HZ1493
 HZ1493.The orthometric height was determined by differential leveling
 HZ1493.and adjusted by the National Geodetic Survey in June 1991..
 HZ1493
 HZ1493.The geoid height was determined by GEOID03.
 HZ1493
 HZ1493.The dynamic height is computed by dividing the NAVD 88
 HZ1493.geopotential number by the normal gravity value computed on the
 HZ1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1493.degrees latitude (g = 980.6199 gals.).
 HZ1493
 HZ1493.The modeled gravity was interpolated from observed gravity values.
 HZ1493
 HZ1493;                    North         East    Units  Estimated Accuracy
 HZ1493;SPC KY1Z     - 1,213,830.    1,495,940.      MT  (+/- 180 meters Scaled)
 HZ1493
 HZ1493                          SUPERSEDED SURVEY CONTROL
 HZ1493
 HZ1493  NGVD 29 (??/??/92)  137.419  (m)          450.85   (f) ADJ UNCH    1 2
 HZ1493
 HZ1493.Superseded values are not recommended for survey control.
 HZ1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1493.See file dsdata.txt to determine how the superseded data were derived.
 HZ1493
 HZ1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH053353(NAD 83)
 HZ1493_MARKER: DD = SURVEY DISK
 HZ1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1493_SP_SET: STONE POST
 HZ1493_STAMPING: 10 451
 HZ1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1493+STABILITY: SURFACE MOTION
 HZ1493
 HZ1493  HISTORY     - Date     Condition        Report By
 HZ1493  HISTORY     - UNK      MONUMENTED       KY2090
 HZ1493  HISTORY     - 1954     GOOD             NGS
 HZ1493  HISTORY     - 1963     GOOD             NGS
 HZ1493
 HZ1493                          STATION DESCRIPTION
 HZ1493
 HZ1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1493'AT LOUISVILLE.
 HZ1493'AT LOUISVILLE, JEFFERSON COUNTY, AT THE JUNCTION OF TWENTY-EIGHT
 HZ1493'STREET AND WEST MARKET STREET, 7.7 FEET NORTH OF THE NORTH CURB
 HZ1493'OF WEST MARKET STREET, 3.4 FEET WEST OF THE EXTENDED EAST CURB
 HZ1493'LINE OF TWENTY-EIGHTH STREET, AT THE HOUSE AT 2735 WEST MARKET
 HZ1493'STREET, AND 6.3 FEET EAST OF THE CENTERLINE OF THE WALK.  A
 HZ1493'CITY OF LOUISVILLE STANDARD DISK, STAMPED 10 451 AND SET IN
 HZ1493'THE TOP OF A STONE POST.
 HZ1493
 HZ1493                          STATION RECOVERY (1963)
 HZ1493
 HZ1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0100 ***********************************************************************
 GB0100  DESIGNATION -  BM 14
 GB0100  PID         -  GB0100
 GB0100  STATE/COUNTY-  KY/WHITLEY
 GB0100  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0100
 GB0100                         *CURRENT SURVEY CONTROL
 GB0100  ___________________________________________________________________
 GB0100* NAD 83(1986)-  36 39 24.     (N)    084 07 55.     (W)     SCALED    
 GB0100* NAVD 88     -       299.282  (meters)     981.89   (feet)  ADJUSTED  
 GB0100  ___________________________________________________________________
 GB0100  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0100  DYNAMIC HT  -         299.028 (meters)     981.06  (feet)  COMP
 GB0100  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GB0100
 GB0100  VERT ORDER  -  SECOND    CLASS 0
 GB0100
 GB0100.The horizontal coordinates were scaled from a topographic map and have
 GB0100.an estimated accuracy of +/- 6 seconds.
 GB0100
 GB0100.The orthometric height was determined by differential leveling
 GB0100.and adjusted by the National Geodetic Survey in June 1991..
 GB0100
 GB0100.The geoid height was determined by GEOID03.
 GB0100
 GB0100.The dynamic height is computed by dividing the NAVD 88
 GB0100.geopotential number by the normal gravity value computed on the
 GB0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0100.degrees latitude (g = 980.6199 gals.).
 GB0100
 GB0100.The modeled gravity was interpolated from observed gravity values.
 GB0100
 GB0100;                    North         East    Units  Estimated Accuracy
 GB0100;SPC KY1Z     - 1,037,140.    1,644,680.      MT  (+/- 180 meters Scaled)
 GB0100
 GB0100                          SUPERSEDED SURVEY CONTROL
 GB0100
 GB0100  NGVD 29 (??/??/92)  299.431  (m)          982.38   (f) ADJ UNCH    2 0
 GB0100
 GB0100.Superseded values are not recommended for survey control.
 GB0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0100.See file dsdata.txt to determine how the superseded data were derived.
 GB0100
 GB0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF563606(NAD 83)
 GB0100_MARKER: X = CHISELED CROSS
 GB0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0100_SP_SET: BRIDGE SUPPORT
 GB0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0100
 GB0100  HISTORY     - Date     Condition        Report By
 GB0100  HISTORY     - UNK      MONUMENTED
 GB0100  HISTORY     - 1957     GOOD             NGS
 GB0100
 GB0100                          STATION DESCRIPTION
 GB0100
 GB0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0100'AT MOUNTAIN ASH.
 GB0100'AT MOUNTAIN ASH, WHITLEY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GB0100'RAILROAD, 8 RAILS SOUTH OF THE STATION, AT A WOODEN OVERPASS,
 GB0100'ON THE WEST SIDE OF THE CONCRETE BASE OF THE NORTHEAST BRIDGE
 GB0100'SUPPORT, 9.8 FEET EAST OF THE EAST RAIL, AND LEVEL WITH THE
 GB0100'TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2676 ***********************************************************************
 GC2676  DESIGNATION -  BM 17 EOM
 GC2676  PID         -  GC2676
 GC2676  STATE/COUNTY-  KY/TRIGG
 GC2676  USGS QUAD   -  ROARING SPRING (1982)
 GC2676
 GC2676                         *CURRENT SURVEY CONTROL
 GC2676  ___________________________________________________________________
 GC2676* NAD 83(1993)-  36 43 16.90622(N)    087 42 22.49296(W)     ADJUSTED  
 GC2676* NAVD 88     -       174.55   (+/-2cm)     572.7    (feet)  VERTCON   
 GC2676  ___________________________________________________________________
 GC2676  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 GC2676  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC2676
 GC2676  HORZ ORDER  -  SECOND
 GC2676  VERT ORDER  -  THIRD ? (See Below)
 GC2676
 GC2676.The horizontal coordinates were established by classical geodetic methods
 GC2676.and adjusted by the National Geodetic Survey in December 1995..
 GC2676
 GC2676.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2676.The vertical order pertains to the NGVD 29 superseded value.
 GC2676
 GC2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2676
 GC2676.The geoid height was determined by GEOID03.
 GC2676
 GC2676;                    North         East     Units Scale Factor Converg.
 GC2676;SPC KY1Z     - 1,044,898.823 1,325,232.002   MT  1.00010626   -1 12 03.8
 GC2676;SPC KY1Z     - 3,428,138.89  4,347,865.33   sFT  1.00010626   -1 12 03.8
 GC2676;SPC KY S     -   544,870.427   325,249.876   MT  1.00000219   -1 11 11.0
 GC2676;SPC KY S     - 1,787,629.06  1,067,090.63   sFT  1.00000219   -1 11 11.0
 GC2676;SPC TN       -   266,290.543   447,568.944   MT  1.00006825   -0 59 56.1
 GC2676;SPC TN       -   873,654.89  1,468,399.11   sFT  1.00006825   -0 59 56.1
 GC2676;UTM  16      - 4,064,195.391   436,931.816   MT  0.99964900   -0 25 20.3
 GC2676
 GC2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2676!SPC KY1Z     -   0.99997720  x   1.00010626  =   1.00008346
 GC2676!SPC KY S     -   0.99997720  x   1.00000219  =   0.99997939
 GC2676!SPC TN       -   0.99997720  x   1.00006825  =   1.00004545
 GC2676!UTM  16      -   0.99997720  x   0.99964900  =   0.99962621
 GC2676
 GC2676                          SUPERSEDED SURVEY CONTROL
 GC2676
 GC2676  NAD 83(1986)-  36 43 16.91498(N)    087 42 22.49560(W) AD(       ) 2
 GC2676  NAD 27      -  36 43 16.74100(N)    087 42 22.44000(W) AD(       ) 2
 GC2676  NGVD 29 (07/19/86)  174.60   (m)          572.8    (f) LEVELING    3  
 GC2676
 GC2676.Superseded values are not recommended for survey control.
 GC2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2676.See file dsdata.txt to determine how the superseded data were derived.
 GC2676
 GC2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3693264195(NAD 83)
 GC2676_MARKER: DB = BENCH MARK DISK
 GC2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2676
 GC2676  HISTORY     - Date     Condition        Report By
 GC2676  HISTORY     - 1953     MONUMENTED       USGS
 GC2676
 GC2676                          STATION DESCRIPTION
 GC2676
 GC2676'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GC2676'SEE STATION ROARING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2478 ***********************************************************************
 HY2478  DESIGNATION -  BM 17 JJS
 HY2478  PID         -  HY2478
 HY2478  STATE/COUNTY-  KY/LEWIS
 HY2478  USGS QUAD   -  TOLLESBORO (1978)
 HY2478
 HY2478                         *CURRENT SURVEY CONTROL
 HY2478  ___________________________________________________________________
 HY2478* NAD 83(1993)-  38 33 53.95069(N)    083 36 20.46801(W)     ADJUSTED  
 HY2478* NAVD 88     -       262.11   (+/-2cm)     859.9    (feet)  VERTCON   
 HY2478  ___________________________________________________________________
 HY2478  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 HY2478  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY2478
 HY2478  HORZ ORDER  -  SECOND
 HY2478  VERT ORDER  -  THIRD ? (See Below)
 HY2478
 HY2478.The horizontal coordinates were established by classical geodetic methods
 HY2478.and adjusted by the National Geodetic Survey in April 1998..
 HY2478
 HY2478.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2478.The vertical order pertains to the NGVD 29 superseded value.
 HY2478
 HY2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2478
 HY2478.The geoid height was determined by GEOID03.
 HY2478
 HY2478;                    North         East     Units Scale Factor Converg.
 HY2478;SPC KY1Z     - 1,249,828.263 1,686,865.564   MT  0.99997708   +1 18 59.5
 HY2478;SPC KY1Z     - 4,100,478.23  5,534,324.77   sFT  0.99997708   +1 18 59.5
 HY2478;SPC KY N     -   118,407.379   556,152.289   MT  0.99996353   +0 24 02.9
 HY2478;SPC KY N     -   388,474.88  1,824,642.97   sFT  0.99996353   +0 24 02.9
 HY2478;UTM  17      - 4,271,723.857   272,976.447   MT  1.00023474   -1 37 30.3
 HY2478
 HY2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2478!SPC KY1Z     -   0.99996405  x   0.99997708  =   0.99994113
 HY2478!SPC KY N     -   0.99996405  x   0.99996353  =   0.99992758
 HY2478!UTM  17      -   0.99996405  x   1.00023474  =   1.00019878
 HY2478
 HY2478                          SUPERSEDED SURVEY CONTROL
 HY2478
 HY2478  NAD 83(1993)-  38 33 53.95112(N)    083 36 20.46794(W) AD(       ) 2
 HY2478  NAD 83(1986)-  38 33 53.95761(N)    083 36 20.47505(W) AD(       ) 2
 HY2478  NAD 27      -  38 33 53.68600(N)    083 36 20.78200(W) AD(       ) 2
 HY2478  NGVD 29 (07/19/86)  262.32   (m)          860.6    (f) LEVELING    3  
 HY2478
 HY2478.Superseded values are not recommended for survey control.
 HY2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2478.See file dsdata.txt to determine how the superseded data were derived.
 HY2478
 HY2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC7297671724(NAD 83)
 HY2478_MARKER: DB = BENCH MARK DISK
 HY2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2478
 HY2478  HISTORY     - Date     Condition        Report By
 HY2478  HISTORY     - 1953     MONUMENTED       USGS
 HY2478
 HY2478                          STATION DESCRIPTION
 HY2478
 HY2478'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ELJ)
 HY2478'STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF TOLLESBORO ALONG THE
 HY2478'NORTH SIDE OF STATE HIGHWAY 10.  IT IS 18 FEET WEST OF THE CENTER OF
 HY2478'A GRAVEL DRIVEWAY, 17 FEET NORTH OF THE CENTER OF HIGHWAY 10, 9 FEET
 HY2478'SOUTHWEST OF A TELEPHONE POLE AND 3 FEET SOUTH OF A FENCE LINE.  THE
 HY2478'MARK IS A 6X6 INCH CONCRETE POST THAT PROJECTS 4 INCHES WITH A
 HY2478'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK ATOP STAMPED 17 JJS
 HY2478'1951 861 (FEET ELEVATION).
 HY2478'
 HY2478'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION TOLLESBORO
 HY2478'AND THE DISTANCE IS 146.67 FEET, 44.705 METERS.
 HY2478'
 HY2478'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND STATE
 HY2478'HIGHWAY 57 IN THE WEST SECTION OF TOLLESBORO GO WEST ON HIGHWAY 10
 HY2478'FOR 1.45 MILES TO A GRAVEL DRIVEWAY RIGHT AND THE STATION AS
 HY2478'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1118 ***********************************************************************
 GB1118  DESIGNATION -  BM 18
 GB1118  PID         -  GB1118
 GB1118  STATE/COUNTY-  KY/WAYNE
 GB1118  USGS QUAD   -  COOPERSVILLE (1983)
 GB1118
 GB1118                         *CURRENT SURVEY CONTROL
 GB1118  ___________________________________________________________________
 GB1118* NAD 83(1986)-  36 47 27.     (N)    084 37 38.     (W)     SCALED    
 GB1118* NAVD 88     -       234.964  (meters)     770.88   (feet)  ADJUSTED  
 GB1118  ___________________________________________________________________
 GB1118  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB1118  DYNAMIC HT  -         234.778 (meters)     770.27  (feet)  COMP
 GB1118  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 GB1118
 GB1118  VERT ORDER  -  SECOND    CLASS 0
 GB1118
 GB1118.The horizontal coordinates were scaled from a topographic map and have
 GB1118.an estimated accuracy of +/- 6 seconds.
 GB1118
 GB1118.The orthometric height was determined by differential leveling
 GB1118.and adjusted by the National Geodetic Survey in June 1991..
 GB1118
 GB1118.The geoid height was determined by GEOID03.
 GB1118
 GB1118.The dynamic height is computed by dividing the NAVD 88
 GB1118.geopotential number by the normal gravity value computed on the
 GB1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1118.degrees latitude (g = 980.6199 gals.).
 GB1118
 GB1118.The modeled gravity was interpolated from observed gravity values.
 GB1118
 GB1118;                    North         East    Units  Estimated Accuracy
 GB1118;SPC KY1Z     - 1,051,380.    1,600,220.      MT  (+/- 180 meters Scaled)
 GB1118
 GB1118                          SUPERSEDED SURVEY CONTROL
 GB1118
 GB1118  NGVD 29 (??/??/92)  235.111  (m)          771.36   (f) ADJ UNCH    2 0
 GB1118
 GB1118.Superseded values are not recommended for survey control.
 GB1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1118.See file dsdata.txt to determine how the superseded data were derived.
 GB1118
 GB1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF117742(NAD 83)
 GB1118_MARKER: Z = SEE DESCRIPTION
 GB1118_SETTING: 66 = SET IN ROCK OUTCROP
 GB1118_SP_SET: ROCK LEDGE
 GB1118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1118+STABILITY: POSITION/ELEVATION WELL
 GB1118
 GB1118  HISTORY     - Date     Condition        Report By
 GB1118  HISTORY     - UNK      MONUMENTED       DOD
 GB1118  HISTORY     - 1951     GOOD             NGS
 GB1118  HISTORY     - 1957     GOOD             USE
 GB1118
 GB1118                          STATION DESCRIPTION
 GB1118
 GB1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1118'0.4 MI SE FROM RITNER.
 GB1118'ABOUT 0.35 MILE SOUTHEAST ALONG A ROUGH ROCKY ROAD FROM THE POST
 GB1118'OFFICE AT RITNER, AT FORD ACROSS LITTLE SOUTH FORK RIVER, IN THE
 GB1118'TOP OF A LIMESTONE LEDGE OF RIVER BLUFF, 11 1/2 FEET NORTHWEST
 GB1118'OF CENTER LINE OF ROAD, ABOUT 40 YARDS SOUTHWEST OF CENTER OF
 GB1118'ROAD AT WATERS EDGE OF RIVER, 10 1/2 FEET WEST OF CENTER OF A
 GB1118'FOOT PATH LEADING NORTH ON LEFT BANK OF RIVER AND ABOUT 3 FEET
 GB1118'ABOVE LEVEL OF ROAD.  NOTE-- LETTERS U.S.B.M. 18 ARE CUT IN
 GB1118'FACE OF LEDGE.
 GB1118
 GB1118                          STATION RECOVERY (1957)
 GB1118
 GB1118'RECOVERY NOTE BY US ENGINEERS 1957
 GB1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2381 ***********************************************************************
 HZ2381  DESIGNATION -  BM 21 FL
 HZ2381  PID         -  HZ2381
 HZ2381  STATE/COUNTY-  KY/ROBERTSON
 HZ2381  USGS QUAD   -  PIQUA (1952)
 HZ2381
 HZ2381                         *CURRENT SURVEY CONTROL
 HZ2381  ___________________________________________________________________
 HZ2381* NAD 83(1993)-  38 29 52.02391(N)    084 02 58.48564(W)     ADJUSTED  
 HZ2381* NAVD 88     -       284.15   (+/-2cm)     932.2    (feet)  VERTCON   
 HZ2381  ___________________________________________________________________
 HZ2381  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 HZ2381  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ2381
 HZ2381  HORZ ORDER  -  SECOND
 HZ2381  VERT ORDER  -  THIRD ? (See Below)
 HZ2381
 HZ2381.The horizontal coordinates were established by classical geodetic methods
 HZ2381.and adjusted by the National Geodetic Survey in December 1995..
 HZ2381
 HZ2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2381.The vertical order pertains to the NGVD 29 superseded value.
 HZ2381
 HZ2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2381
 HZ2381.The geoid height was determined by GEOID03.
 HZ2381
 HZ2381;                    North         East     Units Scale Factor Converg.
 HZ2381;SPC KY1Z     - 1,241,573.015 1,648,323.343   MT  0.99996366   +1 02 38.4
 HZ2381;SPC KY1Z     - 4,073,394.13  5,407,874.17   sFT  0.99996366   +1 02 38.4
 HZ2381;SPC KY N     -   110,770.424   517,483.109   MT  0.99996222   +0 07 28.8
 HZ2381;SPC KY N     -   363,419.30  1,697,775.83   sFT  0.99996222   +0 07 28.8
 HZ2381;UTM  16      - 4,265,173.512   757,304.126   MT  1.00041539   +1 50 15.4
 HZ2381;UTM  17      - 4,265,455.683   234,046.491   MT  1.00047114   -1 53 57.9
 HZ2381
 HZ2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2381!SPC KY1Z     -   0.99996073  x   0.99996366  =   0.99992439
 HZ2381!SPC KY N     -   0.99996073  x   0.99996222  =   0.99992295
 HZ2381!UTM  16      -   0.99996073  x   1.00041539  =   1.00037610
 HZ2381!UTM  17      -   0.99996073  x   1.00047114  =   1.00043185
 HZ2381
 HZ2381                          SUPERSEDED SURVEY CONTROL
 HZ2381
 HZ2381  NAD 83(1986)-  38 29 52.03105(N)    084 02 58.49457(W) AD(       ) 2
 HZ2381  NAD 27      -  38 29 51.76400(N)    084 02 58.75800(W) AD(       ) 2
 HZ2381  NGVD 29 (07/19/86)  284.36   (m)          932.9    (f) LEVELING    3  
 HZ2381
 HZ2381.Superseded values are not recommended for survey control.
 HZ2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2381.See file dsdata.txt to determine how the superseded data were derived.
 HZ2381
 HZ2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5730465174(NAD 83)
 HZ2381_MARKER: DB = BENCH MARK DISK
 HZ2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2381
 HZ2381  HISTORY     - Date     Condition        Report By
 HZ2381  HISTORY     - 1954     MONUMENTED       CGS
 HZ2381
 HZ2381                          STATION DESCRIPTION
 HZ2381
 HZ2381'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ2381'21 FL (USGS) B.M. IS 29 FEET WEST OF THE CENTER OF THE HIGHWAY, 2
 HZ2381'FEET EAST OF A FENCE AND 1 FOOT NORTH OF A TELEPHONE POLE.  IT IS A
 HZ2381'BRONZE DISK SET IN THE TOP OF A 6X6 CONCRETE POST PROJECTING 6
 HZ2381'INCHES AND IS STAMPED 21 FL 1950 933.
 HZ2381'
 HZ2381'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 HZ2381'HIGHWAY 165, IN BLUE LICK SPRING, GO NORTH ON HIGHWAY 165 FOR 7.2
 HZ2381'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.2 MILE
 HZ2381'TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2865 ***********************************************************************
 GZ2865  DESIGNATION -  BM 25 GB
 GZ2865  PID         -  GZ2865
 GZ2865  STATE/COUNTY-  KY/MADISON
 GZ2865  USGS QUAD   -  MOBERLY (1979)
 GZ2865
 GZ2865                         *CURRENT SURVEY CONTROL
 GZ2865  ___________________________________________________________________
 GZ2865* NAD 83(1993)-  37 40 27.54930(N)    084 08 45.95810(W)     ADJUSTED  
 GZ2865* NAVD 88     -       288.60   (+/-2cm)     946.8    (feet)  VERTCON   
 GZ2865  ___________________________________________________________________
 GZ2865  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 GZ2865  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GZ2865
 GZ2865  HORZ ORDER  -  SECOND
 GZ2865  VERT ORDER  -  THIRD ? (See Below)
 GZ2865
 GZ2865.The horizontal coordinates were established by classical geodetic methods
 GZ2865.and adjusted by the National Geodetic Survey in December 1995..
 GZ2865
 GZ2865.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2865.The vertical order pertains to the NGVD 29 superseded value.
 GZ2865
 GZ2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2865
 GZ2865.The geoid height was determined by GEOID03.
 GZ2865
 GZ2865;                    North         East     Units Scale Factor Converg.
 GZ2865;SPC KY1Z     - 1,150,041.675 1,641,475.718   MT  0.99991113   +0 59 05.0
 GZ2865;SPC KY1Z     - 3,773,095.06  5,385,408.25   sFT  0.99991113   +0 59 05.0
 GZ2865;SPC KY S     -   650,018.274   641,483.223   MT  0.99996298   +0 58 21.7
 GZ2865;SPC KY S     - 2,132,601.62  2,104,599.54   sFT  0.99996298   +0 58 21.7
 GZ2865;UTM  16      - 4,173,513.982   751,695.460   MT  1.00038038   +1 44 42.5
 GZ2865
 GZ2865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2865!SPC KY1Z     -   0.99995974  x   0.99991113  =   0.99987087
 GZ2865!SPC KY S     -   0.99995974  x   0.99996298  =   0.99992272
 GZ2865!UTM  16      -   0.99995974  x   1.00038038  =   1.00034010
 GZ2865
 GZ2865                          SUPERSEDED SURVEY CONTROL
 GZ2865
 GZ2865  NAD 83(1986)-  37 40 27.55639(N)    084 08 45.96475(W) AD(       ) 2
 GZ2865  NAD 27      -  37 40 27.26400(N)    084 08 46.22300(W) AD(       ) 2
 GZ2865  NGVD 29 (07/19/86)  288.74   (m)          947.3    (f) LEVELING    3  
 GZ2865
 GZ2865.Superseded values are not recommended for survey control.
 GZ2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2865.See file dsdata.txt to determine how the superseded data were derived.
 GZ2865
 GZ2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG5169573514(NAD 83)
 GZ2865_MARKER: DB = BENCH MARK DISK
 GZ2865_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2865
 GZ2865  HISTORY     - Date     Condition        Report By
 GZ2865  HISTORY     - 1951     MONUMENTED       USGS
 GZ2865
 GZ2865                          STATION DESCRIPTION
 GZ2865
 GZ2865'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (LWS)
 GZ2865'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF RICHMOND AND 9 MILES
 GZ2865'SOUTHWEST OF IRVINE.  IT IS IN THE NORTH END OF A STONE STEP AT
 GZ2865'THE NORTHWEST CORNER OF A STORE BUILDING AND IS 52 FEET SOUTHEAST OF
 GZ2865'THE CENTER OF A PAVED NORTH-SOUTH ROAD.  THE DISK IS A STANDARD
 GZ2865'BRONZE USGS BENCH MARK DISK SET FLUSH IN THE STEP AND STAMPED 25 GB
 GZ2865'1950 947.
 GZ2865'
 GZ2865'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION SPEEDWELL
 GZ2865'AND THE DISTANCE FOUND TO BE 46.093 METERS (151.22 FEET).
 GZ2865'
 GZ2865'TO REACH THE STATION FROM THE ESTILL COUNTY COURT HOUSE IN IRVINE, GO
 GZ2865'WEST ON STATE HIGHWAY 52 FOR 10.6 MILES TO A PAVED T ROAD LEFT, JUST
 GZ2865'AFTER PASSING A POTTERY ON THE LEFT, TURN LEFT ON PAVED ROAD FOR 4.5
 GZ2865'MILES TO A STORE ON THE LEFT AND THE MARK IN THE STEP AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2501 ***********************************************************************
 HY2501  DESIGNATION -  BM 33 ESS
 HY2501  PID         -  HY2501
 HY2501  STATE/COUNTY-  KY/MASON
 HY2501  USGS QUAD   -  MAYS LICK (1993)
 HY2501
 HY2501                         *CURRENT SURVEY CONTROL
 HY2501  ___________________________________________________________________
 HY2501* NAD 83(1993)-  38 36 43.97526(N)    083 48 48.80940(W)     ADJUSTED  
 HY2501* NAVD 88     -       288.48   (+/-2cm)     946.5    (feet)  VERTCON   
 HY2501  ___________________________________________________________________
 HY2501  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 HY2501  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HY2501
 HY2501  HORZ ORDER  -  SECOND
 HY2501  VERT ORDER  -  THIRD ? (See Below)
 HY2501
 HY2501.The horizontal coordinates were established by classical geodetic methods
 HY2501.and adjusted by the National Geodetic Survey in April 1998..
 HY2501
 HY2501.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2501.The vertical order pertains to the NGVD 29 superseded value.
 HY2501
 HY2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2501
 HY2501.The geoid height was determined by GEOID03.
 HY2501
 HY2501;                    North         East     Units Scale Factor Converg.
 HY2501;SPC KY1Z     - 1,254,673.758 1,668,644.535   MT  0.99998733   +1 11 20.0
 HY2501;SPC KY1Z     - 4,116,375.49  5,474,544.61   sFT  0.99998733   +1 11 20.0
 HY2501;SPC KY N     -   123,543.632   538,011.425   MT  0.99996527   +0 16 17.4
 HY2501;SPC KY N     -   405,326.07  1,765,125.82   sFT  0.99996527   +0 16 17.4
 HY2501;UTM  17      - 4,277,500.405   255,022.828   MT  1.00033911   -1 45 24.0
 HY2501
 HY2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2501!SPC KY1Z     -   0.99995997  x   0.99998733  =   0.99994730
 HY2501!SPC KY N     -   0.99995997  x   0.99996527  =   0.99992524
 HY2501!UTM  17      -   0.99995997  x   1.00033911  =   1.00029906
 HY2501
 HY2501                          SUPERSEDED SURVEY CONTROL
 HY2501
 HY2501  NAD 83(1993)-  38 36 43.97585(N)    083 48 48.80889(W) AD(       ) 2
 HY2501  NAD 83(1986)-  38 36 43.98236(N)    083 48 48.81619(W) AD(       ) 2
 HY2501  NAD 27      -  38 36 43.71500(N)    083 48 49.09400(W) AD(       ) 2
 HY2501  NGVD 29 (07/19/86)  288.71   (m)          947.2    (f) LEVELING    3  
 HY2501
 HY2501.Superseded values are not recommended for survey control.
 HY2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2501.See file dsdata.txt to determine how the superseded data were derived.
 HY2501
 HY2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5502377500(NAD 83)
 HY2501_MARKER: DB = BENCH MARK DISK
 HY2501_SETTING: 0 = UNSPECIFIED SETTING
 HY2501
 HY2501  HISTORY     - Date     Condition        Report By
 HY2501  HISTORY     - 1953     MONUMENTED       USGS
 HY2501
 HY2501                          STATION DESCRIPTION
 HY2501
 HY2501'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HY2501'STATION IS LOCATED ON THE FRONT LAWN OF THE GRADE SCHOOL IN
 HY2501'WASHINGTON, KENTUCKY.
 HY2501'
 HY2501'33 ESS (USGS) B.M. WAS USED AS A REFERENCE MARK AND IS SET FLUSH, IN
 HY2501'A DRILL HOLE, IN THE STEPS OF THE MAIN ENTRANCE TO THE SCHOOL.  THE
 HY2501'DISK IS STAMPED 33 ESS 1950 947 (FEET ABOVE SEA LEVEL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1464 ***********************************************************************
 HZ1464  DESIGNATION -  BM 45
 HZ1464  PID         -  HZ1464
 HZ1464  STATE/COUNTY-  KY/JEFFERSON
 HZ1464  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1464
 HZ1464                         *CURRENT SURVEY CONTROL
 HZ1464  ___________________________________________________________________
 HZ1464* NAD 83(1986)-  38 15 20.     (N)    085 43 45.     (W)     SCALED    
 HZ1464* NAVD 88     -       139.473  (meters)     457.59   (feet)  ADJUSTED  
 HZ1464  ___________________________________________________________________
 HZ1464  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1464  DYNAMIC HT  -         139.379 (meters)     457.28  (feet)  COMP
 HZ1464  MODELED GRAV-     979,953.2   (mgal)                       NAVD 88
 HZ1464
 HZ1464  VERT ORDER  -  FIRST     CLASS II
 HZ1464
 HZ1464.The horizontal coordinates were scaled from a topographic map and have
 HZ1464.an estimated accuracy of +/- 6 seconds.
 HZ1464
 HZ1464.The orthometric height was determined by differential leveling
 HZ1464.and adjusted by the National Geodetic Survey in June 1991..
 HZ1464.WARNING-Repeat measurements at this control monument indicate possible
 HZ1464.vertical movement.
 HZ1464
 HZ1464.The geoid height was determined by GEOID03.
 HZ1464
 HZ1464.The dynamic height is computed by dividing the NAVD 88
 HZ1464.geopotential number by the normal gravity value computed on the
 HZ1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1464.degrees latitude (g = 980.6199 gals.).
 HZ1464
 HZ1464.The modeled gravity was interpolated from observed gravity values.
 HZ1464
 HZ1464;                    North         East    Units  Estimated Accuracy
 HZ1464;SPC KY1Z     - 1,213,340.    1,501,820.      MT  (+/- 180 meters Scaled)
 HZ1464
 HZ1464                          SUPERSEDED SURVEY CONTROL
 HZ1464
 HZ1464  NGVD 29 (??/??/92)  139.621  (m)          458.07   (f) ADJ UNCH    1 2
 HZ1464
 HZ1464.Superseded values are not recommended for survey control.
 HZ1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1464.See file dsdata.txt to determine how the superseded data were derived.
 HZ1464
 HZ1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH111349(NAD 83)
 HZ1464_MARKER: DD = SURVEY DISK
 HZ1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1464_SP_SET: STONE POST
 HZ1464_STAMPING: 45 458
 HZ1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1464+STABILITY: SURFACE MOTION
 HZ1464
 HZ1464  HISTORY     - Date     Condition        Report By
 HZ1464  HISTORY     - UNK      MONUMENTED       KY2090
 HZ1464  HISTORY     - 1954     GOOD             NGS
 HZ1464  HISTORY     - 1963     GOOD             NGS
 HZ1464
 HZ1464                          STATION DESCRIPTION
 HZ1464
 HZ1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1464'AT LOUISVILLE.
 HZ1464'AT LOUISVILLE, AT THE CROSSING OF STORY AVENUE AND THE LOUISVILLE
 HZ1464'AND NASHVILLE RAILROAD, 8 FEET NORTHWEST OF NORTHWEST CURB LINE
 HZ1464'OF STORY AVENUE, 12 FEET NORTHEAST OF NORTHEAST RAIL OF NORTHEAST
 HZ1464'TRACK, 8 FEET SOUTH OF SOUTH CORNER OF BUILDING NO. 1201 STORY
 HZ1464'AVENUE AND SET IN THE TOP OF A STONE POST FLUSH WITH SIDE WALK.
 HZ1464
 HZ1464                          STATION RECOVERY (1963)
 HZ1464
 HZ1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1497 ***********************************************************************
 HZ1497  DESIGNATION -  BM 6
 HZ1497  PID         -  HZ1497
 HZ1497  STATE/COUNTY-  KY/JEFFERSON
 HZ1497  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1497
 HZ1497                         *CURRENT SURVEY CONTROL
 HZ1497  ___________________________________________________________________
 HZ1497* NAD 83(1986)-  38 14 13.     (N)    085 48 03.     (W)     SCALED    
 HZ1497* NAVD 88     -       137.939  (meters)     452.55   (feet)  ADJUSTED  
 HZ1497  ___________________________________________________________________
 HZ1497  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ1497  DYNAMIC HT  -         137.846 (meters)     452.25  (feet)  COMP
 HZ1497  MODELED GRAV-     979,952.3   (mgal)                       NAVD 88
 HZ1497
 HZ1497  VERT ORDER  -  FIRST     CLASS II
 HZ1497
 HZ1497.The horizontal coordinates were scaled from a topographic map and have
 HZ1497.an estimated accuracy of +/- 6 seconds.
 HZ1497
 HZ1497.The orthometric height was determined by differential leveling
 HZ1497.and adjusted by the National Geodetic Survey in June 1991..
 HZ1497
 HZ1497.The geoid height was determined by GEOID03.
 HZ1497
 HZ1497.The dynamic height is computed by dividing the NAVD 88
 HZ1497.geopotential number by the normal gravity value computed on the
 HZ1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1497.degrees latitude (g = 980.6199 gals.).
 HZ1497
 HZ1497.The modeled gravity was interpolated from observed gravity values.
 HZ1497
 HZ1497;                    North         East    Units  Estimated Accuracy
 HZ1497;SPC KY1Z     - 1,211,270.    1,495,550.      MT  (+/- 180 meters Scaled)
 HZ1497
 HZ1497                          SUPERSEDED SURVEY CONTROL
 HZ1497
 HZ1497  NGVD 29 (??/??/92)  138.083  (m)          453.03   (f) ADJ UNCH    1 2
 HZ1497
 HZ1497.Superseded values are not recommended for survey control.
 HZ1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1497.See file dsdata.txt to determine how the superseded data were derived.
 HZ1497
 HZ1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH049327(NAD 83)
 HZ1497_MARKER: DD = SURVEY DISK
 HZ1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1497_SP_SET: STONE POST
 HZ1497_STAMPING: C 453
 HZ1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1497+STABILITY: SURFACE MOTION
 HZ1497
 HZ1497  HISTORY     - Date     Condition        Report By
 HZ1497  HISTORY     - UNK      MONUMENTED       KY2090
 HZ1497  HISTORY     - 1954     GOOD             NGS
 HZ1497  HISTORY     - 1961     GOOD             NGS
 HZ1497
 HZ1497                          STATION DESCRIPTION
 HZ1497
 HZ1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1497'AT LOUISVILLE.
 HZ1497'AT LOUISVILLE, JEFFERSON COUNTY, AT THE SOUTHWEST CORNER OF THE
 HZ1497'INTERSECTIN OF TWENTY-EIGHTH STREET AND DUMESNIL AVENUE, 16.8 FEET
 HZ1497'WEST OF THE WEST CURB OF TWENTY-EIGHTH STREET, 7.3 FEET SOUTH
 HZ1497'OF THE SOUTH CURB OF DUMESNIL AVENUE, AT THE PARKLAND MASONIC
 HZ1497'TEMPLE, AND 11.4 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 HZ1497'BUILDING.  A CITY OF LOUISVILLE STANDARD DISK, STAMPED C 453 AND SET
 HZ1497'IN THE TOP OF A STONE POST FLUSH WITH THE WALK.
 HZ1497
 HZ1497                          STATION RECOVERY (1961)
 HZ1497
 HZ1497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HZ1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1496 ***********************************************************************
 HZ1496  DESIGNATION -  BM 7
 HZ1496  PID         -  HZ1496
 HZ1496  STATE/COUNTY-  KY/JEFFERSON
 HZ1496  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1496
 HZ1496                         *CURRENT SURVEY CONTROL
 HZ1496  ___________________________________________________________________
 HZ1496* NAD 83(1986)-  38 14 37.     (N)    085 47 57.     (W)     SCALED    
 HZ1496* NAVD 88     -       135.805  (meters)     445.55   (feet)  ADJUSTED  
 HZ1496  ___________________________________________________________________
 HZ1496  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ1496  DYNAMIC HT  -         135.713 (meters)     445.25  (feet)  COMP
 HZ1496  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 HZ1496
 HZ1496  VERT ORDER  -  FIRST     CLASS II
 HZ1496
 HZ1496.The horizontal coordinates were scaled from a topographic map and have
 HZ1496.an estimated accuracy of +/- 6 seconds.
 HZ1496
 HZ1496.The orthometric height was determined by differential leveling
 HZ1496.and adjusted by the National Geodetic Survey in June 1991..
 HZ1496
 HZ1496.The geoid height was determined by GEOID03.
 HZ1496
 HZ1496.The dynamic height is computed by dividing the NAVD 88
 HZ1496.geopotential number by the normal gravity value computed on the
 HZ1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1496.degrees latitude (g = 980.6199 gals.).
 HZ1496
 HZ1496.The modeled gravity was interpolated from observed gravity values.
 HZ1496
 HZ1496;                    North         East    Units  Estimated Accuracy
 HZ1496;SPC KY1Z     - 1,212,010.    1,495,700.      MT  (+/- 180 meters Scaled)
 HZ1496
 HZ1496                          SUPERSEDED SURVEY CONTROL
 HZ1496
 HZ1496  NGVD 29 (??/??/92)  135.948  (m)          446.02   (f) ADJ UNCH    1 2
 HZ1496
 HZ1496.Superseded values are not recommended for survey control.
 HZ1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1496.See file dsdata.txt to determine how the superseded data were derived.
 HZ1496
 HZ1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH050335(NAD 83)
 HZ1496_MARKER: DD = SURVEY DISK
 HZ1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1496_SP_SET: STONE POST
 HZ1496_STAMPING: 7 446
 HZ1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1496+STABILITY: SURFACE MOTION
 HZ1496
 HZ1496  HISTORY     - Date     Condition        Report By
 HZ1496  HISTORY     - UNK      MONUMENTED       KY2090
 HZ1496  HISTORY     - 1954     GOOD             NGS
 HZ1496  HISTORY     - 1963     GOOD             NGS
 HZ1496
 HZ1496                          STATION DESCRIPTION
 HZ1496
 HZ1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1496'AT LOUISVILLE.
 HZ1496'AT LOUISVILLE, JEFFERSON COUNTY, AT THE NORTHEAST CORNER OF THE
 HZ1496'INTERSECTION OF TWENTY-EIGHTH STREET AND KENTUCKY STREET, 5.6
 HZ1496'FEET EAST OF THE EAST CURB OF TWENTY-EIGHTH STREET, 3.8 FEET
 HZ1496'NORTH OF THE NORTH CURB OF KENTUCKY STREET, AND 20.1 FEET SOUTHWEST
 HZ1496'OF THE SOUTHWEST CORNER OF A BUILDING.  A CITY OF LOUISVILLE
 HZ1496'STANDARD DISK, SET IN THE TOP OF A STONE POST FLUSH WITH THE WALK.
 HZ1496
 HZ1496                          STATION RECOVERY (1963)
 HZ1496
 HZ1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2654 ***********************************************************************
 GC2654  DESIGNATION -  BM 71 JWM
 GC2654  PID         -  GC2654
 GC2654  STATE/COUNTY-  KY/TRIGG
 GC2654  USGS QUAD   -  CALEDONIA (1981)
 GC2654
 GC2654                         *CURRENT SURVEY CONTROL
 GC2654  ___________________________________________________________________
 GC2654* NAD 83(1993)-  36 49 42.26613(N)    087 43 41.39036(W)     ADJUSTED  
 GC2654* NAVD 88     -       155.72   (+/-2cm)     510.9    (feet)  VERTCON   
 GC2654  ___________________________________________________________________
 GC2654  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GC2654  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC2654
 GC2654  HORZ ORDER  -  SECOND
 GC2654  VERT ORDER  -  THIRD ? (See Below)
 GC2654
 GC2654.The horizontal coordinates were established by classical geodetic methods
 GC2654.and adjusted by the National Geodetic Survey in December 1995..
 GC2654
 GC2654.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2654.The vertical order pertains to the NGVD 29 superseded value.
 GC2654
 GC2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2654
 GC2654.The geoid height was determined by GEOID03.
 GC2654
 GC2654;                    North         East     Units Scale Factor Converg.
 GC2654;SPC KY1Z     - 1,056,817.561 1,323,526.167   MT  1.00007075   -1 12 52.3
 GC2654;SPC KY1Z     - 3,467,242.28  4,342,268.77   sFT  1.00007075   -1 12 52.3
 GC2654;SPC KY S     -   556,787.589   323,541.135   MT  0.99998410   -1 11 58.9
 GC2654;SPC KY S     - 1,826,727.28  1,061,484.54   sFT  0.99998410   -1 11 58.9
 GC2654;UTM  16      - 4,076,084.649   435,065.037   MT  0.99965194   -0 26 11.4
 GC2654
 GC2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2654!SPC KY1Z     -   0.99998015  x   1.00007075  =   1.00005090
 GC2654!SPC KY S     -   0.99998015  x   0.99998410  =   0.99996425
 GC2654!UTM  16      -   0.99998015  x   0.99965194  =   0.99963210
 GC2654
 GC2654                          SUPERSEDED SURVEY CONTROL
 GC2654
 GC2654  NAD 83(1986)-  36 49 42.27508(N)    087 43 41.39334(W) AD(       ) 2
 GC2654  NAD 27      -  36 49 42.10700(N)    087 43 41.34400(W) AD(       ) 2
 GC2654  NGVD 29 (07/19/86)  155.79   (m)          511.1    (f) LEVELING    3  
 GC2654
 GC2654.Superseded values are not recommended for survey control.
 GC2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2654.See file dsdata.txt to determine how the superseded data were derived.
 GC2654
 GC2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3506576085(NAD 83)
 GC2654_MARKER: DB = BENCH MARK DISK
 GC2654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2654
 GC2654  HISTORY     - Date     Condition        Report By
 GC2654  HISTORY     - 1953     MONUMENTED       USGS
 GC2654
 GC2654                          STATION DESCRIPTION
 GC2654
 GC2654'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GC2654'SEE STATION LITTLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1495 ***********************************************************************
 HZ1495  DESIGNATION -  BM 8
 HZ1495  PID         -  HZ1495
 HZ1495  STATE/COUNTY-  KY/JEFFERSON
 HZ1495  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1495
 HZ1495                         *CURRENT SURVEY CONTROL
 HZ1495  ___________________________________________________________________
 HZ1495* NAD 83(1986)-  38 14 57.     (N)    085 47 53.     (W)     SCALED    
 HZ1495* NAVD 88     -       136.176  (meters)     446.77   (feet)  ADJUSTED  
 HZ1495  ___________________________________________________________________
 HZ1495  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ1495  DYNAMIC HT  -         136.084 (meters)     446.47  (feet)  COMP
 HZ1495  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 HZ1495
 HZ1495  VERT ORDER  -  FIRST     CLASS II
 HZ1495
 HZ1495.The horizontal coordinates were scaled from a topographic map and have
 HZ1495.an estimated accuracy of +/- 6 seconds.
 HZ1495
 HZ1495.The orthometric height was determined by differential leveling
 HZ1495.and adjusted by the National Geodetic Survey in June 1991..
 HZ1495
 HZ1495.The geoid height was determined by GEOID03.
 HZ1495
 HZ1495.The dynamic height is computed by dividing the NAVD 88
 HZ1495.geopotential number by the normal gravity value computed on the
 HZ1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1495.degrees latitude (g = 980.6199 gals.).
 HZ1495
 HZ1495.The modeled gravity was interpolated from observed gravity values.
 HZ1495
 HZ1495;                    North         East    Units  Estimated Accuracy
 HZ1495;SPC KY1Z     - 1,212,630.    1,495,790.      MT  (+/- 180 meters Scaled)
 HZ1495
 HZ1495                          SUPERSEDED SURVEY CONTROL
 HZ1495
 HZ1495  NGVD 29 (??/??/92)  136.320  (m)          447.24   (f) ADJ UNCH    1 2
 HZ1495
 HZ1495.Superseded values are not recommended for survey control.
 HZ1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1495.See file dsdata.txt to determine how the superseded data were derived.
 HZ1495
 HZ1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH051341(NAD 83)
 HZ1495_MARKER: DD = SURVEY DISK
 HZ1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1495_SP_SET: STONE POST
 HZ1495_STAMPING: 8 441
 HZ1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1495+STABILITY: SURFACE MOTION
 HZ1495
 HZ1495  HISTORY     - Date     Condition        Report By
 HZ1495  HISTORY     - UNK      MONUMENTED       KY2090
 HZ1495  HISTORY     - 1954     GOOD             NGS
 HZ1495
 HZ1495                          STATION DESCRIPTION
 HZ1495
 HZ1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1495'AT LOUISVILLE.
 HZ1495'AT LOUISVILLE, JEFFERSON COUNTY, AT THE SOUTHEAST CORNER OF
 HZ1495'TWENTY-EIGHTH STREET AND BROADWAY, 5.8 FEET EAST OF THE EAST
 HZ1495'CURB OF TWENTY-EIGHTH STREET, 4.8 FEET SOUTH OF THE SOUTH CURB
 HZ1495'OF BROADWAY, AND 12.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HZ1495'THE RETAINING WALL OF A YARD.  A CITY OF LOUISVILLE STANDARD
 HZ1495'DISK, STAMPED 8 441 AND SET IN THE TOP OF A STONE POST FLUSH
 HZ1495'WITH THE WALK.  NOTE-- THE STAMPING IS WORN OFF DISK AND IS NO
 HZ1495'LONGER LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1488 ***********************************************************************
 HZ1488  DESIGNATION -  BM 8
 HZ1488  PID         -  HZ1488
 HZ1488  STATE/COUNTY-  KY/JEFFERSON
 HZ1488  USGS QUAD   -  NEW ALBANY (1992)
 HZ1488
 HZ1488                         *CURRENT SURVEY CONTROL
 HZ1488  ___________________________________________________________________
 HZ1488* NAD 83(1986)-  38 16 41.     (N)    085 47 34.     (W)     SCALED    
 HZ1488* NAVD 88     -       129.471  (meters)     424.77   (feet)  ADJUSTED  
 HZ1488  ___________________________________________________________________
 HZ1488  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1488  DYNAMIC HT  -         129.383 (meters)     424.48  (feet)  COMP
 HZ1488  MODELED GRAV-     979,952.9   (mgal)                       NAVD 88
 HZ1488
 HZ1488  VERT ORDER  -  FIRST     CLASS II
 HZ1488
 HZ1488.The horizontal coordinates were scaled from a topographic map and have
 HZ1488.an estimated accuracy of +/- 6 seconds.
 HZ1488
 HZ1488.The orthometric height was determined by differential leveling
 HZ1488.and adjusted by the National Geodetic Survey in June 1991..
 HZ1488.WARNING-Repeat measurements at this control monument indicate possible
 HZ1488.vertical movement.
 HZ1488
 HZ1488.The geoid height was determined by GEOID03.
 HZ1488
 HZ1488.The dynamic height is computed by dividing the NAVD 88
 HZ1488.geopotential number by the normal gravity value computed on the
 HZ1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1488.degrees latitude (g = 980.6199 gals.).
 HZ1488
 HZ1488.The modeled gravity was interpolated from observed gravity values.
 HZ1488
 HZ1488;                    North         East    Units  Estimated Accuracy
 HZ1488;SPC KY1Z     - 1,215,830.    1,496,260.      MT  (+/- 180 meters Scaled)
 HZ1488
 HZ1488                          SUPERSEDED SURVEY CONTROL
 HZ1488
 HZ1488  NGVD 29 (??/??/92)  129.615  (m)          425.25   (f) ADJ UNCH    1 2
 HZ1488
 HZ1488.Superseded values are not recommended for survey control.
 HZ1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1488.See file dsdata.txt to determine how the superseded data were derived.
 HZ1488
 HZ1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH055373(NAD 83)
 HZ1488_MARKER: B = BOLT
 HZ1488_SETTING: 0 = UNSPECIFIED SETTING
 HZ1488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1488
 HZ1488  HISTORY     - Date     Condition        Report By
 HZ1488  HISTORY     - UNK      MONUMENTED       DOD
 HZ1488  HISTORY     - 1954     GOOD             NGS
 HZ1488  HISTORY     - 1967     GOOD             NGS
 HZ1488
 HZ1488                          STATION DESCRIPTION
 HZ1488
 HZ1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1488'AT LOUISVILLE.
 HZ1488'AT LOUISVILLE, JEFFERSON COUNTY, AT THE END OF TWENTY-SEVENTH
 HZ1488'STREET, 675 FEET WEST OF THE BRIDGE OVER LOUISVILLE AND PORTLAND
 HZ1488'CANAL, AT LOCK 41, 20 FEET NORTH OF THE NORTHWEST CORNER OF
 HZ1488'STONEY GATE VALVE HOUSE, ON AN ESPLANADE BETWEEN THE LOCKS, 47.6
 HZ1488'FEET SOUTH OF THE NORTH EDGE OF THE ESPLANADE, AND IN THE
 HZ1488'NORTHWEST SIDE OF AN IRON PLATE.  THE HEAD OF THE FIRST BOLT
 HZ1488'FROM THE NORTH CORNER OF THE PLATE (THE LETTERS BM NO 8 ARE
 HZ1488'PAINTED ON THE CEMENT).
 HZ1488
 HZ1488                          STATION RECOVERY (1967)
 HZ1488
 HZ1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HZ1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2704 ***********************************************************************
 GC2704  DESIGNATION -  BM 82 JWM
 GC2704  PID         -  GC2704
 GC2704  STATE/COUNTY-  KY/TRIGG
 GC2704  USGS QUAD   -  CADIZ (1982)
 GC2704
 GC2704                         *CURRENT SURVEY CONTROL
 GC2704  ___________________________________________________________________
 GC2704* NAD 83(1993)-  36 49 55.91332(N)    087 49 12.25089(W)     ADJUSTED  
 GC2704* NAVD 88     -       155.74   (+/-2cm)     511.0    (feet)  VERTCON   
 GC2704  ___________________________________________________________________
 GC2704  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 GC2704  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC2704
 GC2704  HORZ ORDER  -  SECOND
 GC2704  VERT ORDER  -  THIRD ? (See Below)
 GC2704
 GC2704.The horizontal coordinates were established by classical geodetic methods
 GC2704.and adjusted by the National Geodetic Survey in December 1995..
 GC2704
 GC2704.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2704.The vertical order pertains to the NGVD 29 superseded value.
 GC2704
 GC2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2704
 GC2704.The geoid height was determined by GEOID03.
 GC2704
 GC2704;                    North         East     Units Scale Factor Converg.
 GC2704;SPC KY1Z     - 1,057,416.012 1,315,337.821   MT  1.00006955   -1 16 15.4
 GC2704;SPC KY1Z     - 3,469,205.70  4,315,404.17   sFT  1.00006955   -1 16 15.4
 GC2704;SPC KY S     -   557,383.819   315,353.338   MT  0.99998353   -1 15 19.5
 GC2704;SPC KY S     - 1,828,683.41  1,034,621.74   sFT  0.99998353   -1 15 19.5
 GC2704;UTM  16      - 4,076,571.565   426,872.686   MT  0.99966588   -0 29 29.9
 GC2704
 GC2704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2704!SPC KY1Z     -   0.99998013  x   1.00006955  =   1.00004968
 GC2704!SPC KY S     -   0.99998013  x   0.99998353  =   0.99996366
 GC2704!UTM  16      -   0.99998013  x   0.99966588  =   0.99964602
 GC2704
 GC2704                          SUPERSEDED SURVEY CONTROL
 GC2704
 GC2704  NAD 83(1986)-  36 49 55.92211(N)    087 49 12.25372(W) AD(       ) 2
 GC2704  NAD 27      -  36 49 55.74000(N)    087 49 12.19500(W) AD(       ) 2
 GC2704  NGVD 29 (07/19/86)  155.80   (m)          511.2    (f) LEVELING    3  
 GC2704
 GC2704.Superseded values are not recommended for survey control.
 GC2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2704.See file dsdata.txt to determine how the superseded data were derived.
 GC2704
 GC2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2687376572(NAD 83)
 GC2704_MARKER: DB = BENCH MARK DISK
 GC2704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2704
 GC2704  HISTORY     - Date     Condition        Report By
 GC2704  HISTORY     - 1953     MONUMENTED       USGS
 GC2704
 GC2704                          STATION DESCRIPTION
 GC2704
 GC2704'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GC2704'SEE STATION CAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1472 ***********************************************************************
 HZ1472  DESIGNATION -  BM 86=PTS 16
 HZ1472  PID         -  HZ1472
 HZ1472  STATE/COUNTY-  KY/JEFFERSON
 HZ1472  USGS QUAD   -  NEW ALBANY (1992)
 HZ1472
 HZ1472                         *CURRENT SURVEY CONTROL
 HZ1472  ___________________________________________________________________
 HZ1472* NAD 83(1986)-  38 15 29.     (N)    085 46 05.     (W)     SCALED    
 HZ1472* NAVD 88     -       138.246  (meters)     453.56   (feet)  ADJUSTED  
 HZ1472  ___________________________________________________________________
 HZ1472  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1472  DYNAMIC HT  -         138.153 (meters)     453.26  (feet)  COMP
 HZ1472  MODELED GRAV-     979,953.4   (mgal)                       NAVD 88
 HZ1472
 HZ1472  VERT ORDER  -  FIRST     CLASS II
 HZ1472
 HZ1472.The horizontal coordinates were scaled from a topographic map and have
 HZ1472.an estimated accuracy of +/- 6 seconds.
 HZ1472
 HZ1472.The orthometric height was determined by differential leveling
 HZ1472.and adjusted by the National Geodetic Survey in June 1991..
 HZ1472
 HZ1472.The geoid height was determined by GEOID03.
 HZ1472
 HZ1472.The dynamic height is computed by dividing the NAVD 88
 HZ1472.geopotential number by the normal gravity value computed on the
 HZ1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1472.degrees latitude (g = 980.6199 gals.).
 HZ1472
 HZ1472.The modeled gravity was interpolated from observed gravity values.
 HZ1472
 HZ1472;                    North         East    Units  Estimated Accuracy
 HZ1472;SPC KY1Z     - 1,213,610.    1,498,420.      MT  (+/- 180 meters Scaled)
 HZ1472
 HZ1472                          SUPERSEDED SURVEY CONTROL
 HZ1472
 HZ1472  NGVD 29 (??/??/92)  138.391  (m)          454.04   (f) ADJ UNCH    1 2
 HZ1472
 HZ1472.Superseded values are not recommended for survey control.
 HZ1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1472.See file dsdata.txt to determine how the superseded data were derived.
 HZ1472
 HZ1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH077351(NAD 83)
 HZ1472_MARKER: DB = BENCH MARK DISK
 HZ1472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1472_SP_SET: CURB
 HZ1472_STAMPING: 86 = P T S 16
 HZ1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1472
 HZ1472  HISTORY     - Date     Condition        Report By
 HZ1472  HISTORY     - UNK      MONUMENTED       CGS
 HZ1472  HISTORY     - 1954     GOOD             NGS
 HZ1472
 HZ1472                          STATION DESCRIPTION
 HZ1472
 HZ1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1472'AT LOUISVILLE.
 HZ1472'AT LOUISVILLE, IN THE NORTHEAST QUARTER OF THE INTERSECTION OF
 HZ1472'WEST MAIN STREET AND 11TH STREET, SET IN THE TOP OF CORNER OF
 HZ1472'ROUGH STONE CURBING, 1 1/2 FEET EAST OF EAST CURB LINE OF 11TH
 HZ1472'STREET, 1 1/2 FEET NORTH OF NORTH CURB LINE OF WEST MAIN STREET,
 HZ1472'0.8 FOOT WEST OF A POLE AND LEVEL WITH SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1491 ***********************************************************************
 HZ1491  DESIGNATION -  BM 88
 HZ1491  PID         -  HZ1491
 HZ1491  STATE/COUNTY-  KY/JEFFERSON
 HZ1491  USGS QUAD   -  NEW ALBANY (1992)
 HZ1491
 HZ1491                         *CURRENT SURVEY CONTROL
 HZ1491  ___________________________________________________________________
 HZ1491* NAD 83(1986)-  38 15 33.     (N)    085 46 52.     (W)     SCALED    
 HZ1491* NAVD 88     -       138.28   (+/-2cm)     453.7    (feet)  VERTCON   
 HZ1491  ___________________________________________________________________
 HZ1491  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1491
 HZ1491  VERT ORDER  -  ? (See Below)
 HZ1491
 HZ1491.The horizontal coordinates were scaled from a topographic map and have
 HZ1491.an estimated accuracy of +/- 6 seconds.
 HZ1491
 HZ1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ1491.The vertical order pertains to the NGVD 29 superseded value.
 HZ1491
 HZ1491.The geoid height was determined by GEOID03.
 HZ1491
 HZ1491;                    North         East    Units  Estimated Accuracy
 HZ1491;SPC KY1Z     - 1,213,740.    1,497,280.      MT  (+/- 180 meters Scaled)
 HZ1491
 HZ1491                          SUPERSEDED SURVEY CONTROL
 HZ1491
 HZ1491  NGVD 29 (??/??/92)  138.424  (m)          454.15   (f) ADJ UNCH    ?  
 HZ1491
 HZ1491.Superseded values are not recommended for survey control.
 HZ1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1491.See file dsdata.txt to determine how the superseded data were derived.
 HZ1491
 HZ1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH066352(NAD 83)
 HZ1491_MARKER: DD = SURVEY DISK
 HZ1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1491_SP_SET: STONE POST
 HZ1491_STAMPING: 88 454
 HZ1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1491+STABILITY: SURFACE MOTION
 HZ1491
 HZ1491  HISTORY     - Date     Condition        Report By
 HZ1491  HISTORY     - UNK      MONUMENTED       KY2090
 HZ1491  HISTORY     - 1954     GOOD             NGS
 HZ1491  HISTORY     - 1963     GOOD             NGS
 HZ1491
 HZ1491                          STATION DESCRIPTION
 HZ1491
 HZ1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1491'AT LOUISVILLE.
 HZ1491'AT LOUISVILLE, JEFFERSON COUNTY, AT THE NORTHEAST CORNER OF THE
 HZ1491'INTERSECTION OF MAIN STREET AND NINETEENTH STREET, 12 FEET NORTH
 HZ1491'OF THE NORTH CURB OF MAIN STREET, 2.5 FEET EAST OF THE EAST
 HZ1491'CURB LINE OF NINETEENTH STREET, AND 24.4 FEET SOUTHWEST OF THE
 HZ1491'SOUTHWEST CORNER OF THE RESIDENCE AT 1833 MAIN STREET.  A CITY
 HZ1491'OF LOUISVILLE STANDARD DISK, STAMPED 88 454 AND SET IN THE TOP
 HZ1491'OF A STONE POST FLUSH WITH THE SIDEWALK.
 HZ1491
 HZ1491                          STATION RECOVERY (1963)
 HZ1491
 HZ1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1494 ***********************************************************************
 HZ1494  DESIGNATION -  BM 9
 HZ1494  PID         -  HZ1494
 HZ1494  STATE/COUNTY-  KY/JEFFERSON
 HZ1494  USGS QUAD   -  NEW ALBANY (1992)
 HZ1494
 HZ1494                         *CURRENT SURVEY CONTROL
 HZ1494  ___________________________________________________________________
 HZ1494* NAD 83(1986)-  38 15 15.     (N)    085 47 51.     (W)     SCALED    
 HZ1494* NAVD 88     -       136.570  (meters)     448.06   (feet)  ADJUSTED  
 HZ1494  ___________________________________________________________________
 HZ1494  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ1494  DYNAMIC HT  -         136.478 (meters)     447.76  (feet)  COMP
 HZ1494  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 HZ1494
 HZ1494  VERT ORDER  -  FIRST     CLASS II
 HZ1494
 HZ1494.The horizontal coordinates were scaled from a topographic map and have
 HZ1494.an estimated accuracy of +/- 6 seconds.
 HZ1494
 HZ1494.The orthometric height was determined by differential leveling
 HZ1494.and adjusted by the National Geodetic Survey in June 1991..
 HZ1494
 HZ1494.The geoid height was determined by GEOID03.
 HZ1494
 HZ1494.The dynamic height is computed by dividing the NAVD 88
 HZ1494.geopotential number by the normal gravity value computed on the
 HZ1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1494.degrees latitude (g = 980.6199 gals.).
 HZ1494
 HZ1494.The modeled gravity was interpolated from observed gravity values.
 HZ1494
 HZ1494;                    North         East    Units  Estimated Accuracy
 HZ1494;SPC KY1Z     - 1,213,180.    1,495,840.      MT  (+/- 180 meters Scaled)
 HZ1494
 HZ1494                          SUPERSEDED SURVEY CONTROL
 HZ1494
 HZ1494  NGVD 29 (??/??/92)  136.712  (m)          448.53   (f) ADJ UNCH    1 2
 HZ1494
 HZ1494.Superseded values are not recommended for survey control.
 HZ1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1494.See file dsdata.txt to determine how the superseded data were derived.
 HZ1494
 HZ1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH052347(NAD 83)
 HZ1494_MARKER: DD = SURVEY DISK
 HZ1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1494_SP_SET: STONE POST
 HZ1494_STAMPING: 9 45
 HZ1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1494+STABILITY: SURFACE MOTION
 HZ1494
 HZ1494  HISTORY     - Date     Condition        Report By
 HZ1494  HISTORY     - UNK      MONUMENTED       KY2090
 HZ1494  HISTORY     - 1954     GOOD             NGS
 HZ1494  HISTORY     - 1963     GOOD             NGS
 HZ1494
 HZ1494                          STATION DESCRIPTION
 HZ1494
 HZ1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1494'AT LOUISVILLE.
 HZ1494'AT LOUISVILLE, JEFFERSON COUNTY, AT THE SOUTHEAST CORNER OF THE
 HZ1494'INTERSECTION OF MADISON STREET AND TWENTY-EIGTH STREET, 8.2
 HZ1494'FEET SOUTH OF THE SOUTH CURB OF MADISON STREET, 5.9 FEET EAST
 HZ1494'OF THE EAST CURB OF TWENTY-EIGHTH STREET, AND 7.8 FEET NORTHWEST
 HZ1494'OF THE NORTHWEST CORNER OF THE BUILDING AT THE CORNER.  A CITY
 HZ1494'OF LOUISVILLE STANDARD DISK, STAMPED 9 449 AND SET IN THE TOP
 HZ1494'OF A STONE POST FLUSH WITH THE WALK.  NOTE-- THE STAMPING IS
 HZ1494'NOT LEGIBLE BUT THE NUMBERS WHICH ARE LEGIBLE ARE AS ABOVE.
 HZ1494
 HZ1494                          STATION RECOVERY (1963)
 HZ1494
 HZ1494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2697 ***********************************************************************
 GC2697  DESIGNATION -  BM 92 JWM
 GC2697  PID         -  GC2697
 GC2697  STATE/COUNTY-  KY/TRIGG
 GC2697  USGS QUAD   -  COBB (1983)
 GC2697
 GC2697                         *CURRENT SURVEY CONTROL
 GC2697  ___________________________________________________________________
 GC2697* NAD 83(1993)-  36 57 00.10419(N)    087 52 28.72424(W)     ADJUSTED  
 GC2697* NAVD 88     -       168.74   (+/-2cm)     553.6    (feet)  VERTCON   
 GC2697  ___________________________________________________________________
 GC2697  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GC2697  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC2697
 GC2697  HORZ ORDER  -  SECOND
 GC2697  VERT ORDER  -  THIRD ? (See Below)
 GC2697
 GC2697.The horizontal coordinates were established by classical geodetic methods
 GC2697.and adjusted by the National Geodetic Survey in December 1995..
 GC2697
 GC2697.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2697.The vertical order pertains to the NGVD 29 superseded value.
 GC2697
 GC2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2697
 GC2697.The geoid height was determined by GEOID03.
 GC2697
 GC2697;                    North         East     Units Scale Factor Converg.
 GC2697;SPC KY1Z     - 1,070,599.060 1,310,767.861   MT  1.00003457   -1 18 16.0
 GC2697;SPC KY1Z     - 3,512,457.08  4,300,410.89   sFT  1.00003457   -1 18 16.0
 GC2697;SPC KY S     -   570,564.605   310,780.109   MT  0.99996774   -1 17 18.7
 GC2697;SPC KY S     - 1,871,927.37  1,019,617.74   sFT  0.99996774   -1 17 18.7
 GC2697;UTM  16      - 4,089,686.258   422,125.728   MT  0.99967471   -0 31 32.9
 GC2697
 GC2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2697!SPC KY1Z     -   0.99997809  x   1.00003457  =   1.00001266
 GC2697!SPC KY S     -   0.99997809  x   0.99996774  =   0.99994583
 GC2697!UTM  16      -   0.99997809  x   0.99967471  =   0.99965281
 GC2697
 GC2697                          SUPERSEDED SURVEY CONTROL
 GC2697
 GC2697  NAD 83(1986)-  36 57 00.11337(N)    087 52 28.72771(W) AD(       ) 2
 GC2697  NAD 27      -  36 56 59.92900(N)    087 52 28.67000(W) AD(       ) 2
 GC2697  NGVD 29 (07/19/86)  168.80   (m)          553.8    (f) LEVELING    3  
 GC2697
 GC2697.Superseded values are not recommended for survey control.
 GC2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2697.See file dsdata.txt to determine how the superseded data were derived.
 GC2697
 GC2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2212689686(NAD 83)
 GC2697_MARKER: DB = BENCH MARK DISK
 GC2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2697
 GC2697  HISTORY     - Date     Condition        Report By
 GC2697  HISTORY     - 1953     MONUMENTED       USGS
 GC2697  HISTORY     - 20040417 POOR             GEOCAC
 GC2697
 GC2697                          STATION DESCRIPTION
 GC2697
 GC2697'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ELJ)
 GC2697'STATION IS LOCATED ON E SIDE OF STATE HWY 139 ABOUT 7 MI N OF CADIZ.
 GC2697'IT IS 92 FT NE OF INTERSECTION OF HWY 139 AND A GRAVEL
 GC2697'ROAD, 37 FT. E OF CENTER OF HWY AND 26 FT NW OF THE CENTER OF THE
 GC2697'GRAVEL ROAD. THE MARK IS AN 8X8 INCH CONCRETE POST WHICH
 GC2697'PROJECTS ABOUT 10 INCHES WITH A U.S. GEOLOGICAL SURVEY BENCH MARK
 GC2697'DISK IN THE TOP STAMPED 92 JWM 1949 554 (FEET).
 GC2697'
 GC2697'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HENDERSON.
 GC2697'THE DISTANCE IS 167.288 METERS, 548.84 FT.
 GC2697'
 GC2697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC2697'HWY 139 IN CADIZ, GO N ON HWY 139 FOR 6.9 MILES TO GRAVEL
 GC2697'ROAD RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 GC2697
 GC2697                          STATION RECOVERY (2004)
 GC2697
 GC2697'RECOVERY NOTE BY GEOCACHING 2004 (RCB)
 GC2697'THE CONCRETE POST IS SLIGHTLY DISTURBED FROM THE BANK BEING CUT INTO
 GC2697'TO ENLARGE THE SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3345 ***********************************************************************
 GY3345  DESIGNATION -  BM WV 15
 GY3345  PID         -  GY3345
 GY3345  STATE/COUNTY-  KY/OWSLEY
 GY3345  USGS QUAD   -  LEIGHTON (1952)
 GY3345
 GY3345                         *CURRENT SURVEY CONTROL
 GY3345  ___________________________________________________________________
 GY3345* NAD 83(1993)-  37 30 56.94757(N)    083 52 54.76655(W)     ADJUSTED  
 GY3345* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 GY3345  ___________________________________________________________________
 GY3345  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GY3345  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GY3345
 GY3345  HORZ ORDER  -  SECOND
 GY3345
 GY3345.The horizontal coordinates were established by classical geodetic methods
 GY3345.and adjusted by the National Geodetic Survey in December 1995..
 GY3345
 GY3345.The orthometric height was scaled from a topographic map.
 GY3345
 GY3345.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3345
 GY3345.The geoid height was determined by GEOID03.
 GY3345
 GY3345;                    North         East     Units Scale Factor Converg.
 GY3345;SPC KY1Z     - 1,132,888.420 1,665,131.046   MT  0.99992463   +1 08 49.0
 GY3345;SPC KY1Z     - 3,716,818.09  5,463,017.44   sFT  0.99992463   +1 08 49.0
 GY3345;SPC KY S     -   632,858.979   665,135.571   MT  0.99995041   +1 07 58.6
 GY3345;SPC KY S     - 2,076,304.83  2,182,198.95   sFT  0.99995041   +1 07 58.6
 GY3345;UTM  17      - 4,155,999.068   245,296.202   MT  1.00039917   -1 45 21.4
 GY3345
 GY3345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3345!SPC KY1Z     -   0.99994378  x   0.99992463  =   0.99986842
 GY3345!SPC KY S     -   0.99994378  x   0.99995041  =   0.99989420
 GY3345!UTM  17      -   0.99994378  x   1.00039917  =   1.00034293
 GY3345
 GY3345                          SUPERSEDED SURVEY CONTROL
 GY3345
 GY3345  NAD 83(1986)-  37 30 56.95374(N)    083 52 54.77194(W) AD(       ) 2
 GY3345  NAD 27      -  37 30 56.64800(N)    083 52 55.04900(W) AD(       ) 2
 GY3345
 GY3345.Superseded values are not recommended for survey control.
 GY3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3345.See file dsdata.txt to determine how the superseded data were derived.
 GY3345
 GY3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB4529655999(NAD 83)
 GY3345_MARKER: DB = BENCH MARK DISK
 GY3345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3345
 GY3345  HISTORY     - Date     Condition        Report By
 GY3345  HISTORY     - 1951     MONUMENTED       USGS
 GY3345
 GY3345                          STATION DESCRIPTION
 GY3345
 GY3345'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (LWS)
 GY3345'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF BEATTYVILLE AND ABOUT
 GY3345'9 MILES NORTHEAST OF MCKEE.  IT IS 57 FEET SOUTHEAST OF THE
 GY3345'INTERSECTION OF GRAVEL ROAD AND DIRT ROAD WEST, 39 FEET EAST OF THE
 GY3345'CENTER OF GRAVEL ROAD, 35 FEET SOUTH OF THE CENTER OF GRAVEL
 GY3345'ROAD, 15 FEET NORTHWEST OF A 15 INCH OAK TREE, 15 FEET EAST OF A
 GY3345'CONCRETE POST RIGHT- OF-WAY MARKER AND 2 FEET NORTHEAST OF A
 GY3345'WHITE WITNESS POST.  THE MARK IS A 6 X 6 INCH CONCRETE POST WHICH
 GY3345'PROJECTS 8 INCHES WITH A BRONZE USGS BENCH MARK DISK ATOP STAMPED
 GY3345'WV 15 1950 (1279 FEET ABOVE SEA LEVEL).
 GY3345'
 GY3345'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION OLD ORCHARD
 GY3345'AND THE DISTANCE WAS FOUND TO BE 200.259 METERS (657.02 FEET).
 GY3345'
 GY3345'TO REACH THE STATION FROM THE JACKSON COUNTY COURTHOUSE IN MCKEE, GO
 GY3345'NORTH ON DIRT ROAD FOR 3.1 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO
 GY3345'0.5 MILE TO A T-ROAD INTERSECTION, TURN LEFT AND GO 5.0 MILES TO A
 GY3345'T-ROAD INTERSECTION, TURN LEFT AND GO 2.4 MILES TO WHERE ROAD FORKS,
 GY3345'TURN LEFT AND GO 2.5 MILES TO WHERE MAIN GRAVEL ROAD TURNS SHARP
 GY3345'RIGHT AND A DIRT T- ROAD LEFT AND THE STATION IN THE SOUTHEAST
 GY3345'ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3340 ***********************************************************************
 GY3340  DESIGNATION -  BM WV 3
 GY3340  PID         -  GY3340
 GY3340  STATE/COUNTY-  KY/ESTILL
 GY3340  USGS QUAD   -  COBHILL (1976)
 GY3340
 GY3340                         *CURRENT SURVEY CONTROL
 GY3340  ___________________________________________________________________
 GY3340* NAD 83(1993)-  37 44 57.67519(N)    083 52 06.40783(W)     ADJUSTED  
 GY3340* NAVD 88     -       412.11   (+/-2cm)    1352.1    (feet)  VERTCON   
 GY3340  ___________________________________________________________________
 GY3340  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 GY3340  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GY3340
 GY3340  HORZ ORDER  -  SECOND
 GY3340  VERT ORDER  -  THIRD ? (See Below)
 GY3340
 GY3340.The horizontal coordinates were established by classical geodetic methods
 GY3340.and adjusted by the National Geodetic Survey in December 1995..
 GY3340
 GY3340.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3340.The vertical order pertains to the NGVD 29 superseded value.
 GY3340
 GY3340.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3340
 GY3340.The geoid height was determined by GEOID03.
 GY3340
 GY3340;                    North         East     Units Scale Factor Converg.
 GY3340;SPC KY1Z     - 1,158,824.785 1,665,795.763   MT  0.99990739   +1 09 18.7
 GY3340;SPC KY1Z     - 3,801,910.98  5,465,198.27   sFT  0.99990739   +1 09 18.7
 GY3340;SPC KY S     -   658,796.347   665,806.682   MT  0.99997160   +1 08 27.9
 GY3340;SPC KY S     - 2,161,401.02  2,184,400.76   sFT  0.99997160   +1 08 27.9
 GY3340;UTM  17      - 4,181,880.702   247,276.630   MT  1.00038675   -1 45 25.3
 GY3340
 GY3340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3340!SPC KY1Z     -   0.99994038  x   0.99990739  =   0.99984777
 GY3340!SPC KY S     -   0.99994038  x   0.99997160  =   0.99991198
 GY3340!UTM  17      -   0.99994038  x   1.00038675  =   1.00032711
 GY3340
 GY3340                          SUPERSEDED SURVEY CONTROL
 GY3340
 GY3340  NAD 83(1986)-  37 44 57.68125(N)    083 52 06.41420(W) AD(       ) 2
 GY3340  NAD 27      -  37 44 57.38500(N)    083 52 06.70100(W) AD(       ) 2
 GY3340  NGVD 29 (07/19/86)  412.25   (m)         1352.5    (f) LEVELING    3  
 GY3340
 GY3340.Superseded values are not recommended for survey control.
 GY3340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3340.See file dsdata.txt to determine how the superseded data were derived.
 GY3340
 GY3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB4727781881(NAD 83)
 GY3340_MARKER: DB = BENCH MARK DISK
 GY3340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3340
 GY3340  HISTORY     - Date     Condition        Report By
 GY3340  HISTORY     - 1951     MONUMENTED       USGS
 GY3340  HISTORY     - 1972     MARK NOT FOUND   NGS
 GY3340
 GY3340                          STATION DESCRIPTION
 GY3340
 GY3340'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (LWS)
 GY3340'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF IRVINE AND 7 MILES
 GY3340'SOUTHEAST OF CLAY CITY.  IT IS 96 FEET NORTHEAST OF THE NORTHEAST
 GY3340'CORNER OF A FRAME HOUSE, 42 FEET NORTH OF THE INTERSECTION OF A
 GY3340'GRAVEL ROAD AND A DIRT ROAD WEST AND 9 FEET SOUTHWEST OF A 6 INCH
 GY3340'PERSIMMON TREE.  THE MARK IS A 6X6 INCH SQUARE CONCRETE POST WITH A
 GY3340'STANDARD BRONZE USGS BENCH MARK DISK IN THE TOP.  THE MARK
 GY3340'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED WV 3 1353 1950.
 GY3340'
 GY3340'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FURNACE AND
 GY3340'THE DISTANCE FOUND TO BE 83.44 FEET, 25.435 METERS.
 GY3340'
 GY3340'TO REACH THE STATION FROM THE ESTILL COUNTY COURT HOUSE IN IRVINE, GO
 GY3340'EAST ON STATE HIGHWAY 52 FOR 2.05 MILES TO WHERE HIGHWAY TURNS LEFT
 GY3340'ON THIRD STREET IN RAVENNA, TURN LEFT AND GO NORTH AND EAST ON
 GY3340'HIGHWAY 52 FOR 4.95 MILES TO A SIDE ROAD LEFT AT THE TOP OF A
 GY3340'HILL, TURN LEFT ON GRAVEL ROAD FOR 3.35 MILES TO A ROAD FORK AND THE
 GY3340'STATION AS DESCRIBED.
 GY3340
 GY3340                          STATION RECOVERY (1972)
 GY3340
 GY3340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GY3340'A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THIS MARK, BUT IT COULD
 GY3340'NOT BE FOUND.  IT IS THOUGHT TO HAVE BEEN DESTROYED BY CONSTRUCTION
 GY3340'ALONG STATE ROUTE 213, AS THE ORIGINAL POINT NOW FALLS IN THE
 GY3340'INTERSECTION OF THIS HIGHWAY AND A GRAVELED ROAD LEADING
 GY3340'NORTHWEST.  THE DISK WAS NOT RECOVERED.
 GY3340'
 GY3340'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 GY3340'NORTHEAST OF IRVINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1516 ***********************************************************************
 GB1516  DESIGNATION -  BOLT
 GB1516  PID         -  GB1516
 GB1516  STATE/COUNTY-  KY/CUMBERLAND
 GB1516  USGS QUAD   -  BURKESVILLE (1982)
 GB1516
 GB1516                         *CURRENT SURVEY CONTROL
 GB1516  ___________________________________________________________________
 GB1516* NAD 83(1986)-  36 51 48.     (N)    085 15 21.     (W)     SCALED    
 GB1516* NAVD 88     -       187.093  (meters)     613.82   (feet)  ADJUSTED  
 GB1516  ___________________________________________________________________
 GB1516  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GB1516  DYNAMIC HT  -         186.938 (meters)     613.31  (feet)  COMP
 GB1516  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 GB1516
 GB1516  VERT ORDER  -  SECOND    CLASS 0
 GB1516
 GB1516.The horizontal coordinates were scaled from a topographic map and have
 GB1516.an estimated accuracy of +/- 6 seconds.
 GB1516
 GB1516.The orthometric height was determined by differential leveling
 GB1516.and adjusted by the National Geodetic Survey in June 1991..
 GB1516
 GB1516.The geoid height was determined by GEOID03.
 GB1516
 GB1516.The dynamic height is computed by dividing the NAVD 88
 GB1516.geopotential number by the normal gravity value computed on the
 GB1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1516.degrees latitude (g = 980.6199 gals.).
 GB1516
 GB1516.The modeled gravity was interpolated from observed gravity values.
 GB1516
 GB1516;                    North         East    Units  Estimated Accuracy
 GB1516;SPC KY1Z     - 1,058,940.    1,544,070.      MT  (+/- 180 meters Scaled)
 GB1516
 GB1516                          SUPERSEDED SURVEY CONTROL
 GB1516
 GB1516  NGVD 29 (??/??/92)  187.233  (m)          614.28   (f) ADJ UNCH    2 0
 GB1516
 GB1516.Superseded values are not recommended for survey control.
 GB1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1516.See file dsdata.txt to determine how the superseded data were derived.
 GB1516
 GB1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF554811(NAD 83)
 GB1516_MARKER: B = BOLT
 GB1516_SETTING: 66 = SET IN ROCK OUTCROP
 GB1516_SP_SET: ROCK OUTCROP
 GB1516_STAMPING: U S
 GB1516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1516+STABILITY: POSITION/ELEVATION WELL
 GB1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1516+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 GB1516
 GB1516  HISTORY     - Date     Condition        Report By
 GB1516  HISTORY     - UNK      MONUMENTED       DOD
 GB1516  HISTORY     - 1951     GOOD             NGS
 GB1516  HISTORY     - 1958     GOOD             NGS
 GB1516  HISTORY     - 20040310 GOOD             KYDT
 GB1516
 GB1516                          STATION DESCRIPTION
 GB1516
 GB1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1516'6 MI N FROM FOREST COTTAGE.
 GB1516'ABOUT 6.05 MILES NORTH ALONG STATE HIGHWAY 379 FROM THE POST
 GB1516'OFFICE AT FOREST COTTAGE, IN THE TOP OF AN OUTCROP OF LIMESTONE
 GB1516'AT NORTH END OF A CUT, 21 FEET EAST OF CENTER LINE OF HIGHWAY,
 GB1516'ABOUT 240 FEET SOUTHEAST AND ACROSS HIGHWAY FROM A TWO-STORY
 GB1516'WHITE FRAME HOUSE, 152 FEET SOUTH OF SOUTH END OF EAST HEAD WALL
 GB1516'OF A 4-FOOT CONCRETE BOX CULVERT, 7 1/2 FEET WEST OF A FENCE
 GB1516'LINE, 1/2 FOOT NORTHEAST OF BM J 249 AND ABOUT 2 FEET ABOVE
 GB1516'HIGHWAY.
 GB1516
 GB1516                          STATION RECOVERY (1958)
 GB1516
 GB1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1516'RECOVERED IN GOOD CONDITION.
 GB1516
 GB1516                          STATION RECOVERY (2004)
 GB1516
 GB1516'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1367 ***********************************************************************
 GB1367  DESIGNATION -  BOLT
 GB1367  PID         -  GB1367
 GB1367  STATE/COUNTY-  KY/CLINTON
 GB1367  USGS QUAD   -  CUMBERLAND CITY (1994)
 GB1367
 GB1367                         *CURRENT SURVEY CONTROL
 GB1367  ___________________________________________________________________
 GB1367* NAD 83(1986)-  36 46 23.     (N)    085 06 47.     (W)     SCALED    
 GB1367* NAVD 88     -       224.114  (meters)     735.28   (feet)  ADJUSTED  
 GB1367  ___________________________________________________________________
 GB1367  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GB1367  DYNAMIC HT  -         223.921 (meters)     734.65  (feet)  COMP
 GB1367  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 GB1367
 GB1367  VERT ORDER  -  SECOND    CLASS 0
 GB1367
 GB1367.The horizontal coordinates were scaled from a topographic map and have
 GB1367.an estimated accuracy of +/- 6 seconds.
 GB1367
 GB1367.The orthometric height was determined by differential leveling
 GB1367.and adjusted by the National Geodetic Survey in June 1991..
 GB1367
 GB1367.The geoid height was determined by GEOID03.
 GB1367
 GB1367.The dynamic height is computed by dividing the NAVD 88
 GB1367.geopotential number by the normal gravity value computed on the
 GB1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1367.degrees latitude (g = 980.6199 gals.).
 GB1367
 GB1367.The modeled gravity was interpolated from observed gravity values.
 GB1367
 GB1367;                    North         East    Units  Estimated Accuracy
 GB1367;SPC KY1Z     - 1,049,000.    1,556,870.      MT  (+/- 180 meters Scaled)
 GB1367
 GB1367                          SUPERSEDED SURVEY CONTROL
 GB1367
 GB1367  NGVD 29 (??/??/92)  224.244  (m)          735.71   (f) ADJ UNCH    2 0
 GB1367
 GB1367.Superseded values are not recommended for survey control.
 GB1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1367.See file dsdata.txt to determine how the superseded data were derived.
 GB1367
 GB1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF683713(NAD 83)
 GB1367_MARKER: B = BOLT
 GB1367_SETTING: 66 = SET IN ROCK OUTCROP
 GB1367_SP_SET: ROCK OUTCROP
 GB1367_STAMPING: U S
 GB1367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1367+STABILITY: POSITION/ELEVATION WELL
 GB1367
 GB1367  HISTORY     - Date     Condition        Report By
 GB1367  HISTORY     - UNK      MONUMENTED       DOD
 GB1367  HISTORY     - 1951     GOOD             NGS
 GB1367  HISTORY     - 1958     GOOD             NGS
 GB1367
 GB1367                          STATION DESCRIPTION
 GB1367
 GB1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1367'3.2 MI E FROM SEVENTY SIX.
 GB1367'ABOUT 1.2 MILES EAST AND SOUTHEAST ALONG STATE HIGHWAY 734 FROM
 GB1367'THE POST OFFICE AT SEVENTY SIX, THENCE ABOUT 0.75 MILE EAST AND
 GB1367'SOUTHEAST ALONG A DIRT ROAD, THENCE ABOUT 0.9 MILE NORTHEAST
 GB1367'AND EAST ALONG A NARROW GRAVEL ROAD, THENCE ABOUT 0.4 MILE
 GB1367'EAST ALONG A DIM TRAIL, A 1/2-INCH SQUARE HEAD BOLT AND WASHER
 GB1367'IN THE TOP OF A FLAT TOPPED LIMESTONE OUTCROP, (OUTCROP IS IN A
 GB1367'CREEK BED), 75 FEET SOUTH OF FORKS OF WILLIAMS AND HAY CREEKS,
 GB1367'10 FEET NORTHEAST OF NORTH END OF OVERHANGING ROCK LEDGE, ABOUT
 GB1367'170 FEET NORTHWEST OF CENTER OF TRAIL.  NOTE-- BOLT IS SURROUNDED
 GB1367'BY LETTERS U S B M.  NOTE-- MARK MAY BE REACHED FROM THE JUNCTION
 GB1367'OF STATE HIGHWAYS 90 AND 350 AND THE BAPTIST CHURCH AT CARTWRIGHT
 GB1367'BY GOING ABOUT 0.35 MILE NORTHEAST ALONG STATE HIGHWAY 90, THENCE
 GB1367'ABOUT 1.7 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.95
 GB1367'MILE SOUTHWEST AND WEST ALONG STATE HIGHWAY 558, THENCE ABOUT
 GB1367'0.35 MILE WEST ALONG A DIM TRAIL.
 GB1367
 GB1367                          STATION RECOVERY (1958)
 GB1367
 GB1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3229 ***********************************************************************
 GY3229  DESIGNATION -  BONANZA
 GY3229  PID         -  GY3229
 GY3229  STATE/COUNTY-  KY/FLOYD
 GY3229  USGS QUAD   -  PRESTONSBURG (1992)
 GY3229
 GY3229                         *CURRENT SURVEY CONTROL
 GY3229  ___________________________________________________________________
 GY3229* NAD 83(1993)-  37 42 17.35191(N)    082 51 46.54863(W)     ADJUSTED  
 GY3229* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 GY3229  ___________________________________________________________________
 GY3229  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 GY3229  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GY3229
 GY3229  HORZ ORDER  -  THIRD
 GY3229
 GY3229.The horizontal coordinates were established by classical geodetic methods
 GY3229.and adjusted by the National Geodetic Survey in December 1995..
 GY3229
 GY3229.The orthometric height was scaled from a topographic map.
 GY3229
 GY3229.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3229
 GY3229.The geoid height was determined by GEOID03.
 GY3229
 GY3229;                    North         East     Units Scale Factor Converg.
 GY3229;SPC KY1Z     - 1,156,148.327 1,754,527.816   MT  0.99990941   +1 46 21.2
 GY3229;SPC KY1Z     - 3,793,129.97  5,756,313.34   sFT  0.99990941   +1 46 21.2
 GY3229;SPC KY S     -   656,092.037   754,543.278   MT  0.99996627   +1 45 03.2
 GY3229;SPC KY S     - 2,152,528.62  2,475,530.74   sFT  0.99996627   +1 45 03.2
 GY3229;UTM  17      - 4,174,698.143   335,778.928   MT  0.99993218   -1 08 22.6
 GY3229
 GY3229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3229!SPC KY1Z     -   0.99993810  x   0.99990941  =   0.99984751
 GY3229!SPC KY S     -   0.99993810  x   0.99996627  =   0.99990437
 GY3229!UTM  17      -   0.99993810  x   0.99993218  =   0.99987028
 GY3229
 GY3229|---------------------------------------------------------------------|
 GY3229| PID    Reference Object                     Distance      Geod. Az  |
 GY3229|                                                           dddmmss.s |
 GY3229| DB8798 BONANZA RM 1                          5.578 METERS 08043     |
 GY3229| DB8799 BONANZA RM 2                          6.060 METERS 16752     |
 GY3229| DB8797 BONANZA AZ MK                                      2522757.6 |
 GY3229|---------------------------------------------------------------------|
 GY3229
 GY3229                          SUPERSEDED SURVEY CONTROL
 GY3229
 GY3229  NAD 83(1986)-  37 42 17.35875(N)    082 51 46.55403(W) AD(       ) 3
 GY3229  NAD 27      -  37 42 17.01800(N)    082 51 46.97900(W) AD(       ) 3
 GY3229
 GY3229.Superseded values are not recommended for survey control.
 GY3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3229.See file dsdata.txt to determine how the superseded data were derived.
 GY3229
 GY3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB3577974698(NAD 83)
 GY3229_MARKER: DS = TRIANGULATION STATION DISK
 GY3229_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3229_SP_SET: PREFABRICATED CONCRETE POST
 GY3229
 GY3229  HISTORY     - Date     Condition        Report By
 GY3229  HISTORY     - 1949     MONUMENTED       CGS
 GY3229  HISTORY     - 1959     GOOD             CGS
 GY3229
 GY3229                          STATION DESCRIPTION
 GY3229
 GY3229'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3229'STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF SALYERSVILLE AND 6
 GY3229'MILES NORTHWEST OF PRESTONSBURG, 1 MILE NORTH OF BONANZA AND ON
 GY3229'LAND OWNED BY GRACE CONLEY. IT IS 23 FEET WEST OF A FENCE CORNER, 9
 GY3229'FEET SOUTHEAST OF A 6 INCH TRIANGLE BLAZED OAK TREE AND 5 FEET WEST
 GY3229'OF A WHITE WITNESS POST. THE DISK IS WELDED IN THE TOP OF A 4 INCH
 GY3229'IRON PIPE WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED BONANZA
 GY3229'1949.
 GY3229'
 GY3229'REFERENCE MARK NO. 1 IS IN A NORTH-SOUTH FENCELINE, 17 FEET NORTH OF
 GY3229'A FENCE CORNER. THE DISK IS WELDED IN THE TOP OF A 4 INCH IRON PIPE
 GY3229'WHICH PROJECTS ABOUT 4 INCHES AND STAMPED BONANZA NO 1 1949
 GY3229'
 GY3229'REFERENCE MARK NO. 2 IS IN A NORTHWEST-SOUTHEAST FENCE LINE, 15 FEET
 GY3229'SOUTHEAST OF A FENCE CORNER. THE DISK IS WELDED IN THE TOP OF A 4
 GY3229'INCH IRON PIPE WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED BONANZA
 GY3229'NO 2 1949.
 GY3229'
 GY3229'AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTER OF THE ROAD, 4 FEET SOUTH
 GY3229'OF THE EDGE OF THE BANK AND 4 FEET EAST OF A WHITE WITNESS POST. THE
 GY3229'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BONANZA 1949.
 GY3229'
 GY3229'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 114
 GY3229'ABOUT 0.3 MILE SOUTH OF THE COURTHOUSE IN SALYERSVILLE,
 GY3229'GO SOUTHEAST ON HIGHWAY 114 FOR 9.3 MILES TO A T-ROAD LEFT AND A
 GY3229'SMALL STORE AND SCHOOL, TURN LEFT AND GO 2.35 MILES TO THE AZIMUTH
 GY3229'MARK ON THE RIGHT AS DESCRIBED, CONTINUE 2.15 MILES TO A BRICK SCHOOL
 GY3229'ON THE RIGHT AND CROSSROAD IN BONANZA, TURN LEFT, CROSS CREEK
 GY3229'AND FOLLOW DIRT ROAD FOR 0.95 MILE TO A FORK AT SCHOOL, TAKE RIGHT
 GY3229'FORK AND GO 0.15 MILE TO THE CONLEY HOUSE ON THE LEFT AND BARNS ON
 GY3229'THE RIGHT AND END OF TRUCK TRAVEL. TURN RIGHT AND PASS THRU A BARN
 GY3229'AND THEN ANOTHER BARN TO A FENCE LINE ON THE RIGHT, FOLLOW FENCE UP
 GY3229'HILL ABOUT 0.5 MILE TO TOP OF FIRST RIDGE, TURN RIGHT FOLLOWING
 GY3229'FENCE FOR ABOUT 0.15 MILE TO THE HIGHEST POINT OF THE RIDGE AND
 GY3229'STATION AS DESCRIBED.
 GY3229'
 GY3229'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GY3229
 GY3229                          STATION RECOVERY (1959)
 GY3229
 GY3229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HBW)
 GY3229'THE SURFACE OF DISK MARKED WITH SMALL AXE - STILL USABLE.
 GY3229'
 GY3229'THE REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE FOUND
 GY3229'UNDISTURBED.
 GY3229'
 GY3229'THE GRID DISTANCE TO THE AZIMUTH MARK FROM THE STATION IS 11,254.28
 GY3229'AS DETERMINED BY A CLOSED FIGURE MEASURED WITH THE MODEL 4,
 GY3229'GEODIMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1417 ***********************************************************************
 HA1417  DESIGNATION -  BOONE
 HA1417  PID         -  HA1417
 HA1417  STATE/COUNTY-  KY/GRAYSON
 HA1417  USGS QUAD   -  SPRING LICK (1971)
 HA1417
 HA1417                         *CURRENT SURVEY CONTROL
 HA1417  ___________________________________________________________________
 HA1417* NAD 83(1993)-  37 27 42.02704(N)    086 31 46.74255(W)     ADJUSTED  
 HA1417* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 HA1417  ___________________________________________________________________
 HA1417  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 HA1417  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HA1417
 HA1417  HORZ ORDER  -  FIRST
 HA1417
 HA1417.The horizontal coordinates were established by classical geodetic methods
 HA1417.and adjusted by the National Geodetic Survey in December 1995..
 HA1417
 HA1417.The orthometric height was scaled from a topographic map.
 HA1417
 HA1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1417
 HA1417.The geoid height was determined by GEOID03.
 HA1417
 HA1417;                    North         East     Units Scale Factor Converg.
 HA1417;SPC KY1Z     - 1,125,514.765 1,431,029.382   MT  0.99993098   -0 28 43.2
 HA1417;SPC KY1Z     - 3,692,626.36  4,694,968.90   sFT  0.99993098   -0 28 43.2
 HA1417;SPC KY S     -   625,501.825   431,028.198   MT  0.99994787   -0 28 22.2
 HA1417;SPC KY S     - 2,052,167.24  1,414,131.68   sFT  0.99994787   -0 28 22.2
 HA1417;UTM  16      - 4,146,193.233   541,595.571   MT  0.99962131   +0 17 09.9
 HA1417
 HA1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1417!SPC KY1Z     -   0.99996710  x   0.99993098  =   0.99989808
 HA1417!SPC KY S     -   0.99996710  x   0.99994787  =   0.99991497
 HA1417!UTM  16      -   0.99996710  x   0.99962131  =   0.99958842
 HA1417
 HA1417:                Primary Azimuth Mark                     Grid Az
 HA1417:SPC KY1Z     -  BOONE AZ MK                              059 20 43.1
 HA1417:SPC KY S     -  BOONE AZ MK                              059 20 22.1
 HA1417:UTM  16      -  BOONE AZ MK                              058 34 50.0
 HA1417
 HA1417|---------------------------------------------------------------------|
 HA1417| PID    Reference Object                     Distance      Geod. Az  |
 HA1417|                                                           dddmmss.s |
 HA1417| CG7224 BOONE AZ MK                                        0585159.9 |
 HA1417| CG7225 BOONE RM 1                           24.635 METERS 20934     |
 HA1417| CG7226 BOONE RM 2                           24.223 METERS 32055     |
 HA1417|---------------------------------------------------------------------|
 HA1417
 HA1417                          SUPERSEDED SURVEY CONTROL
 HA1417
 HA1417  NAD 83(1986)-  37 27 42.03645(N)    086 31 46.74931(W) AD(       ) 1
 HA1417  NAD 27      -  37 27 41.84700(N)    086 31 46.80900(W) AD(       ) 1
 HA1417
 HA1417.Superseded values are not recommended for survey control.
 HA1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1417.See file dsdata.txt to determine how the superseded data were derived.
 HA1417
 HA1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4159646193(NAD 83)
 HA1417_MARKER: DS = TRIANGULATION STATION DISK
 HA1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1417
 HA1417  HISTORY     - Date     Condition        Report By
 HA1417  HISTORY     - 1950     MONUMENTED       CGS
 HA1417  HISTORY     - 1952     GOOD             CGS
 HA1417
 HA1417                          STATION DESCRIPTION
 HA1417
 HA1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1417'STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF FORDSVILLE AND ABOUT
 HA1417'13 MILES SOUTHWEST OF LEITCHFIELD ON PROPERTY OWNED BY MR. JOHN R.
 HA1417'HAYES.  IT IS 48 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LOG
 HA1417'BARN, 48 FEET EAST OF A 18 INCH HICKORY TREE, 24 FEET NORTH OF A 16
 HA1417'INCH OAK TREE, 22 FEET WEST OF THE CENTER OF A DIRT ROAD AND 12 FEET
 HA1417'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 HA1417'THE DISK IS STAMPED BOONE 1950.
 HA1417'
 HA1417'REFERENCE MARK NO. 1 IS 58 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HA1417'LOG BARN AND 22 FEET WEST OF THE CENTER OF DIRT ROAD.  THE MARK
 HA1417'IS FLUSH AND THE DISK IS STAMPED BOONE NO 1 1950.
 HA1417'
 HA1417'REFERENCE MARK NO. 2 IS 53 FEET NORTH OF THE NORTHWEST CORNER OF LOG
 HA1417'BARN, 42 FEET NORTHWEST OF A 18 INCH HICKORY TREE AND 1 FOOT SOUTH
 HA1417'OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HA1417'BOONE NO 2 1950.
 HA1417'
 HA1417'AZIMUTH MARK IS 82 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 HA1417'HOUSE, 24 FEET NORTH OF THE CENTER OF A DIRT ROAD, 13 FEET NORTH OF
 HA1417'A 24 INCH OAK TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 HA1417'STAMPED BOONE 1950.
 HA1417'
 HA1417'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 54 AND
 HA1417'NO. 69 IN FORDSVILLE, GO SOUTHEAST ON STATE HIGHWAY NO. 54 FOR 18.4
 HA1417'MILES TO A CROSSROAD IN THE VILLAGE OF SHORT CREEK, TURN RIGHT AND GO
 HA1417'4.55 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO 1.05 MILE TO WHERE
 HA1417'ROAD FORKS, TAKE LEFT FORK AND GO 1.75 MILE TO A HOUSE ON THE RIGHT
 HA1417'AND AZIMUTH MARK, CONTINUE FOR 0.2 MILE TO TOP OF HILL AND HOUSE
 HA1417'ON THE LEFT, TURN LEFT ON DIRT ROAD AND GO 0.1 MILE TO MR. JOHN R.
 HA1417'HAYES BARN AND THE STATION ON THE RIGHT AS DESCRIBED.
 HA1417'
 HA1417'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HA1417
 HA1417                          STATION RECOVERY (1952)
 HA1417
 HA1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1417'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HA1417'CONDITION.  THE OLD DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 HA1417'ADDITIONS AND CHANGES.
 HA1417'
 HA1417'STATION IS ON PROPERTY OWNED BY MR. JOHN R. HAYES.  THE AZIMUTH MARK
 HA1417'IS 82 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE
 HA1417'INSTEAD OF SOUTHWEST OF THE SOUTHWEST CORNER, IT IS 1.5 FOOT
 HA1417'NORTHWEST OF A WHITE WITNESS POST.
 HA1417'
 HA1417'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH9007 ***********************************************************************
 DH9007  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9007  DESIGNATION -  BOONE COUNTY CORS ARP
 DH9007  CORS_ID     -  KYBO
 DH9007  PID         -  DH9007
 DH9007  STATE/COUNTY-  KY/BOONE
 DH9007  USGS QUAD   -  BURLINGTON (1991)
 DH9007
 DH9007                         *CURRENT SURVEY CONTROL
 DH9007  ___________________________________________________________________
 DH9007* NAD 83(CORS)-  39 02 18.03345(N)    084 43 25.11820(W)     ADJUSTED  
 DH9007* NAVD 88     -                                                        
 DH9007  ___________________________________________________________________
 DH9007  EPOCH DATE  -        2002.00
 DH9007  X           -     456,196.329 (meters)                     COMP
 DH9007  Y           -  -4,939,809.565 (meters)                     COMP
 DH9007  Z           -   3,995,772.137 (meters)                     COMP
 DH9007  ELLIP HEIGHT-         234.95  (meters)          (03/??/06) GPS OBS
 DH9007  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DH9007
 DH9007  HORZ ORDER  -  SPECIAL (CORS)
 DH9007  ELLP ORDER  -  SPECIAL (CORS)
 DH9007
 DH9007.ITRF positions are available for this station.
 DH9007.The coordinates were established by GPS observations
 DH9007.and adjusted by the National Geodetic Survey in March 2006..
 DH9007.The coordinates are valid at the epoch date displayed above.
 DH9007.The epoch date for horizontal control is a decimal equivalence
 DH9007.of Year/Month/Day.
 DH9007
 DH9007
 DH9007.The PID for the CORS L1 Phase Center is DH9008.
 DH9007
 DH9007.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9007
 DH9007.The ellipsoidal height was determined by GPS observations
 DH9007.and is referenced to NAD 83.
 DH9007
 DH9007.The geoid height was determined by GEOID03.
 DH9007
 DH9007;                    North         East     Units Scale Factor Converg.
 DH9007;SPC KY1Z     - 1,300,720.098 1,588,869.585   MT  1.00011082   +0 37 48.5
 DH9007;SPC KY1Z     - 4,267,445.85  5,212,816.30   sFT  1.00011082   +0 37 48.5
 DH9007;SPC KY N     -   170,863.556   458,991.784   MT  1.00001168   -0 17 40.7
 DH9007;SPC KY N     -   560,574.85  1,505,875.54   sFT  1.00001168   -0 17 40.7
 DH9007
 DH9007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9007!SPC KY1Z     -   0.99996314  x   1.00011082  =   1.00007395
 DH9007!SPC KY N     -   0.99996314  x   1.00001168  =   0.99997482
 DH9007
 DH9007                          SUPERSEDED SURVEY CONTROL
 DH9007
 DH9007.No superseded survey control is available for this station.
 DH9007
 DH9007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9701823497(NAD 83)
 DH9007_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH9007
 DH9007                          STATION DESCRIPTION
 DH9007
 DH9007'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH9007'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9007'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9007'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9007'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9007'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH9008 ***********************************************************************
 DH9008  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9008  DESIGNATION -  BOONE COUNTY CORS L1 PHASE CENTER
 DH9008  CORS_ID     -  KYBO
 DH9008  PID         -  DH9008
 DH9008  STATE/COUNTY-  KY/BOONE
 DH9008  USGS QUAD   -  BURLINGTON (1991)
 DH9008
 DH9008                         *CURRENT SURVEY CONTROL
 DH9008  ___________________________________________________________________
 DH9008* NAD 83(CORS)-  39 02 18.03346(N)    084 43 25.11818(W)     ADJUSTED  
 DH9008* NAVD 88     -                                                        
 DH9008  ___________________________________________________________________
 DH9008  EPOCH DATE  -        2002.00
 DH9008  X           -     456,196.335 (meters)                     COMP
 DH9008  Y           -  -4,939,809.619 (meters)                     COMP
 DH9008  Z           -   3,995,772.181 (meters)                     COMP
 DH9008  ELLIP HEIGHT-         235.02  (meters)          (03/??/06) GPS OBS
 DH9008  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DH9008
 DH9008  HORZ ORDER  -  SPECIAL (CORS)
 DH9008  ELLP ORDER  -  SPECIAL (CORS)
 DH9008
 DH9008.ITRF positions are available for this station.
 DH9008.The coordinates were established by GPS observations
 DH9008.and adjusted by the National Geodetic Survey in March 2006..
 DH9008.The coordinates are valid at the epoch date displayed above.
 DH9008.The epoch date for horizontal control is a decimal equivalence
 DH9008.of Year/Month/Day.
 DH9008
 DH9008
 DH9008.The PID for the CORS ARP is DH9007.
 DH9008
 DH9008.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9008
 DH9008.The ellipsoidal height was determined by GPS observations
 DH9008.and is referenced to NAD 83.
 DH9008
 DH9008.The geoid height was determined by GEOID03.
 DH9008
 DH9008;                    North         East     Units Scale Factor Converg.
 DH9008;SPC KY1Z     - 1,300,720.099 1,588,869.585   MT  1.00011082   +0 37 48.5
 DH9008;SPC KY1Z     - 4,267,445.86  5,212,816.30   sFT  1.00011082   +0 37 48.5
 DH9008;SPC KY N     -   170,863.556   458,991.784   MT  1.00001168   -0 17 40.7
 DH9008;SPC KY N     -   560,574.85  1,505,875.54   sFT  1.00001168   -0 17 40.7
 DH9008
 DH9008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9008!SPC KY1Z     -   0.99996313  x   1.00011082  =   1.00007394
 DH9008!SPC KY N     -   0.99996313  x   1.00001168  =   0.99997481
 DH9008
 DH9008                          SUPERSEDED SURVEY CONTROL
 DH9008
 DH9008.No superseded survey control is available for this station.
 DH9008
 DH9008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9701823497(NAD 83)
 DH9008_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH9008
 DH9008                          STATION DESCRIPTION
 DH9008
 DH9008'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH9008'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9008'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9008'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9008'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9008'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2568 ***********************************************************************
 GZ2568  DESIGNATION -  BOONES TRAIL
 GZ2568  PID         -  GZ2568
 GZ2568  STATE/COUNTY-  KY/MADISON
 GZ2568  USGS QUAD   -  BEREA (1993)
 GZ2568
 GZ2568                         *CURRENT SURVEY CONTROL
 GZ2568  ___________________________________________________________________
 GZ2568* NAD 83(1993)-  37 34 18.56674(N)    084 17 20.71208(W)     ADJUSTED  
 GZ2568* NAVD 88     -       310.54   (meters)    1018.8    (feet)  RESET     
 GZ2568  ___________________________________________________________________
 GZ2568  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 GZ2568  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GZ2568
 GZ2568  HORZ ORDER  -  THIRD
 GZ2568  VERT ORDER  -  THIRD
 GZ2568
 GZ2568.The horizontal coordinates were established by classical geodetic methods
 GZ2568.and adjusted by the National Geodetic Survey in December 1995..
 GZ2568
 GZ2568.The orthometric height was computed from unverified reset data.
 GZ2568.No vertical observational check was made to the station.
 GZ2568
 GZ2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2568
 GZ2568.The geoid height was determined by GEOID03.
 GZ2568
 GZ2568;                    North         East     Units Scale Factor Converg.
 GZ2568;SPC KY1Z     - 1,138,461.059 1,629,042.347   MT  0.99991900   +0 53 49.0
 GZ2568;SPC KY1Z     - 3,735,100.99  5,344,616.43   sFT  0.99991900   +0 53 49.0
 GZ2568;SPC KY S     -   638,439.650   629,046.989   MT  0.99995398   +0 53 09.6
 GZ2568;SPC KY S     - 2,094,614.09  2,063,798.33   sFT  0.99995398   +0 53 09.6
 GZ2568;UTM  16      - 4,161,764.742   739,411.242   MT  1.00030607   +1 39 13.6
 GZ2568
 GZ2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2568!SPC KY1Z     -   0.99995622  x   0.99991900  =   0.99987522
 GZ2568!SPC KY S     -   0.99995622  x   0.99995398  =   0.99991020
 GZ2568!UTM  16      -   0.99995622  x   1.00030607  =   1.00026228
 GZ2568
 GZ2568|---------------------------------------------------------------------|
 GZ2568| PID    Reference Object                     Distance      Geod. Az  |
 GZ2568|                                                           dddmmss.s |
 GZ2568| GZ2569 BOONES TRAIL RM 1                    21.038 METERS 04532     |
 GZ2568| AI7052 BOONES TRAIL RM 2 RESET              15.956 METERS 10120     |
 GZ2568| GZ2567 BOONES TRAIL RM 2                    16.130 METERS 10409     |
 GZ2568| GZ0062 G 42 X                              107.105 METERS 12317     |
 GZ2568| GZ2888 BEREA RESET                         APPROX. 4.8 KM 1450904.7 |
 GZ2568| GZ2887 BEREA PHELPS STOKES CHAPEL TWR      273.070 METERS 26304     |
 GZ2568| GZ2886 BEREA DRAPER MEM BLDG SPIRE         307.149 METERS 29418     |
 GZ2568| GZ2885 BEREA COLLEGE WATER TANK            269.271 METERS 33543     |
 GZ2568|---------------------------------------------------------------------|
 GZ2568
 GZ2568                          SUPERSEDED SURVEY CONTROL
 GZ2568
 GZ2568  NAD 83(1986)-  37 34 18.57336(N)    084 17 20.71792(W) AD(       ) 3
 GZ2568  NAD 27      -  37 34 18.27100(N)    084 17 20.95700(W) AD(       ) 3
 GZ2568  NGVD 29 (10/08/05)  310.69   (m)         1019.3    (f) RESET       3  
 GZ2568
 GZ2568.Superseded values are not recommended for survey control.
 GZ2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2568.See file dsdata.txt to determine how the superseded data were derived.
 GZ2568
 GZ2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3941161765(NAD 83)
 GZ2568_MARKER: DB = BENCH MARK DISK
 GZ2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2568_SP_SET: CONCRETE POST
 GZ2568_STAMPING: BOONES TRAIL 1951
 GZ2568_MARK LOGO: CGS   
 GZ2568_PROJECTION: FLUSH
 GZ2568_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2568+STABILITY: SURFACE MOTION
 GZ2568
 GZ2568  HISTORY     - Date     Condition        Report By
 GZ2568  HISTORY     - 1951     MONUMENTED       CGS
 GZ2568  HISTORY     - 1951     GOOD             CGS
 GZ2568  HISTORY     - 1975     GOOD             NGS
 GZ2568  HISTORY     - 1985     GOOD             NGS
 GZ2568  HISTORY     - 19850829 GOOD             NGS
 GZ2568
 GZ2568                          STATION DESCRIPTION
 GZ2568
 GZ2568'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2568'STATION IS LOCATED AT THE INTERSECTION OF MAIN STREET AND CHESTNUT
 GZ2568'STREET IN BEREA.  IT IS 112 FEET NORTHWEST OF THE INTERSECTION OF
 GZ2568'MAIN STREET AND CHESTNUT STREET, 82 FEET EAST OF THE CENTER OF MAIN
 GZ2568'STREET AND 63 FEET NORTH OF THE CENTER OF CHESTNUT STREET.  THE
 GZ2568'MARK IS FLUSH AND THE DISK IS STAMPED BOONES TRAIL 1951.
 GZ2568'
 GZ2568'REFERENCE MARK NO. 1 IS 31 FEET WEST OF THE CENTER OF MAIN STREET AND
 GZ2568'7 FEET SOUTHEAST OF A 20 INCH MAPLE TREE. THE DISK IS A STANDARD
 GZ2568'TRIANGULATION BRONZE REFERENCE MARK DISK SET FLUSH IN A DRILL HOLE IN
 GZ2568'THE WEST EDGE OF A CONCRETE SIDE WALK AND IS STAMPED BOONES TRAIL
 GZ2568'NO 1 1951.
 GZ2568'
 GZ2568'REFERENCE MARK NO. 2 IS 26 FEET WEST OF THE CENTER OF MAIN STREET.
 GZ2568'THE DISK IS A STANDARD TRINGULATION BRONZE REFERENCE MARK
 GZ2568'DISK SET FLUSH IN A DRILL HOLE IN THE EAST EDGE OF A CONCRETE SIDE
 GZ2568'WALK AND IS STAMPED BOONES TRAIL NO 2 1951.
 GZ2568'
 GZ2568'G 42 X (USC AND GS) BM IS 75 FEET SOUTH OF THE CENTER OF CHESTNUT
 GZ2568'STREET, 54 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE UNION
 GZ2568'CHURCH, 18 FEET EAST OF THE SIDE WALK AND 2 FEET SOUTHEAST OF A 20
 GZ2568'INCH CEDAR TREE.  THE MARK IS A 6X6 INCH CONCRETE POST WHICH
 GZ2568'PROJECTS 12 INCHES WITH A BRONZE USC AND GS BENCH MARK DISK ATOP
 GZ2568'STAMPED G 42 X 1935.
 GZ2568'
 GZ2568'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GZ2568
 GZ2568                          STATION RECOVERY (1951)
 GZ2568
 GZ2568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ2568'IN BEREA.
 GZ2568'52 FEET SOUTHEAST OF A METAL LIGHT POLE, 74 FEET WEST OF THE
 GZ2568'CENTERLINE OF MAIN STREET, 63 FEET NORTH OF THE CENTERLINE OF CHESTNUT
 GZ2568'STREET, 96 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 25 AND
 GZ2568'STATE HIGHWAY 21 AND 65 FEET SOUTH OF A METAL FLAGPOLE.
 GZ2568
 GZ2568                          STATION RECOVERY (1975)
 GZ2568
 GZ2568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GZ2568'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 GZ2568'REFERENCE MARK 2 FOUND RESET IN NEW SECTION OF SIDEWALK BY PARTIES
 GZ2568'UNKNOWN.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.  THE LINE SIGHT
 GZ2568'TO THE BENCH MARK WAS OBSTRUCTED BY SHRUBS.  THE STATION WAS OCCUPIED
 GZ2568'AND A NEW DESCRIPTION FOLLOWS--
 GZ2568'
 GZ2568'LOCATED AT BEREA, 52 FEET SOUTHEAST OF A METAL LIGHT POLE, 74 FEET
 GZ2568'WEST OF THE CENTERLINE OF MAIN STREET, 63 FEET NORTH OF THE
 GZ2568'CENTERLINE OF CHESTNUT STREET, 96 FEET EAST OF THE CENTERLINE OF U.
 GZ2568'S. HIGHWAY 23 AND STATE HIGHWAY 21 AND 65 FEET SOUTH OF A METAL
 GZ2568'FLAG POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BOONES
 GZ2568'TRAIL 1951.
 GZ2568'
 GZ2568'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOONES TRAIL NO 1 1951,
 GZ2568'SET IN A DRILL HOLE IN A CONCRETE SIDEWALK, 17 FEET NORTHEAST OF
 GZ2568'METAL LIGHT POLE, 25 FEET WEST OF THE CENTERLINE OF MAIN STREET, 1
 GZ2568'FOOT EAST OF THE WEST EDGE OF SIDEWALK, 8 FEET SOUTHEAST OF A 30
 GZ2568'INCH MAPLE TREE AND 49 FEET SOUTHEAST OF THE FLAGPOLE.
 GZ2568'
 GZ2568'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOONES TRAIL NO 2 1951,
 GZ2568'SET IN A DRILL HOLE IN A CONCRETE SIDEWALK, 52 FEET WEST OF THE
 GZ2568'CENTERLINE OF MAIN STREET, 65 FEET NORTH OF THE CENTERLINE OF
 GZ2568'CHESTNUT STREET AND 1 FOOT WEST OF THE WEST CURB OF MAIN STREET.
 GZ2568'
 GZ2568'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BEREA.
 GZ2568'
 GZ2568'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GZ2568
 GZ2568                          STATION RECOVERY (1985)
 GZ2568
 GZ2568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ2568'AT THE INTERSECTION OF MAIN STREET AND PROSPECT STREET
 GZ2568'(STATE ROUTE 21), 32.6 M (107.0 FT) NORTHWEST FROM THE JUNCTION OF
 GZ2568'PROSPECT AND MAIN STREETS, 21.9 M (71.9 FT) WEST FROM THE CENTERLINE
 GZ2568'OF MAIN STREET, 19.7 M (64.6 FT) SOUTH OF A FLAGPOLE, 19.4 M
 GZ2568'(63.6 FT) NORTH OF THE CENTERLINE OF PROSPECT STREET AND SET IN A
 GZ2568'LAWN.
 GZ2568
 GZ2568                          STATION RECOVERY (1985)
 GZ2568
 GZ2568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 GZ2568'THE STATION MARK AND BM G 42 X WERE FOUND IN GOOD CONDITION.  RM 1 WAS
 GZ2568'FOUND IN POOR CONDITION WITH THE SIDEWALK BADLY CRACKED.  THE DISTANCE
 GZ2568'AND DIRECTION TO RM 1 AND BM G 42 X CHECKED WITH THE 1951 DATA.  RM 2
 GZ2568'WAS FOUND APPARENTLY INTACT BUT THE DISK HAD OBVIOUSLY BEEN RELOCATED
 GZ2568'WHEN A SECTION OF SIDEWALK WAS REPLACED AND THE ARROW NOW POINTS AWAY
 GZ2568'FROM THE STATION.  THE DISK WAS RE-NAMED RM 4 AND STAMPED ACCORDINGLY.
 GZ2568'RM 3 WAS SET IN A CURB NEAR RM 1 AND RM 1 WAS THEN DESTROYED.  A NEW
 GZ2568'DESCRIPTION FOLLOWS.
 GZ2568'THE STATION IS LOCATED IN A TRIANGLE SHAPED GRASSY AREA FORMED BY THE
 GZ2568'JUNCTION OF US ROUTE 25 (CHESTNUT STREET)  STATE ROUTE 21 (PROSPECT
 GZ2568'STREET) AND MAIN STREET IN DOWNTOWN BEREA.  THE STATION IS A STANDARD
 GZ2568'CGS DISK STAMPED--BOONES TRAIL 1951--, SET INTO THE TOP OF A SQUARE
 GZ2568'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND.
 GZ2568'THE STATION IS LOCATED 32.6 METERS (107.0 FT) NORTHWEST FROM THE
 GZ2568'JUNCTION OF PROSPECT AND MAIN STREETS 21.9 METERS (71.9 FT) WEST FROM
 GZ2568'THE CENTERLINE OF MAIN STREET 19.7 METERS (64.6 FT) SOUTH FROM A
 GZ2568'FLAGPOLE 19.4 METERS (63.6 FT) NORTH FROM THE CENTERLINE OF PROSPECT
 GZ2568'STREET. REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED---BOONES
 GZ2568'TRAIL 1951 NO 3 1985---, SET IN A CONCRETE CURB AT THE WEST EDGE OF
 GZ2568'MAIN STREET.  THE STATION IS LOCATED 5.85 METERS (19.19 FT) WEST FROM
 GZ2568'THE CENTERLINE OF MAIN STREET, 16.2 METERS (53.1 FT) EAST SOUTHEAST
 GZ2568'FROM A FLAGPOLE, 15.7 METERS (51.5 FT) SOUTH FROM A FIRE HYDRAN, AND
 GZ2568'0.1 METERS (0.3 FT) LOWER THAN THE STATION. REFERENCE MARK NO 4 IS A
 GZ2568'STANDARD CGS DISK STAMPED---BOONES TRAIL 1951 NO 4 1985---, SET IN A
 GZ2568'CONCRETE SIDEWALK.  THE STATION IS LOCATED 33.0 METERS (108.3 FT)
 GZ2568'SOUTH FROM A FIRE HYDRANT, 27.04 METERS (88.71 FT) SOUTHEAST FROM A
 GZ2568'FLAGPOLE, 6.25 METERS (20.51 FT) WEST FROM THE CENTERLINE OF MAIN
 GZ2568'STREET, 0.30 METERS (0.98 FT) WEST FROM THE EAST EDGE OF THE CURB, AND
 GZ2568'0.2 METERS (0.7 FT) LOWER THAN THE STATION.  REFERENCE MARK NO 5 IS A
 GZ2568'STANDARD CGS BENCH MARK DISK STAMPED---G 42 X 1935 1017.209---, SET
 GZ2568'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 6 INCHES (15 CM) IN
 GZ2568'DIAMETER, PROJECTING 10 INCHES (25 CM) ABOVE THE GROUND.  THE STATION
 GZ2568'IS LOCATED 20.85 METERS (68.41 FT) WEST SOUTHWEST FROM A FIRE HYDRANT,
 GZ2568'19.69 METERS (64.60 FT) SOUTH FROM THE CENTERLINE OF PROSPECT STREET,
 GZ2568'18.84 METERS (61.81 FT) EAST FROM THE MOST NORTHERLY CORNER OF UNION
 GZ2568'CHURCH, 5.91 METERS (19.39 FT) SOUTH SOUTHWEST FROM A 75 CM (30 INCH)
 GZ2568'OAK TREE, AND 0.6 METERS (2.0 FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2569 ***********************************************************************
 GZ2569  DESIGNATION -  BOONES TRAIL RM 1
 GZ2569  PID         -  GZ2569
 GZ2569  STATE/COUNTY-  KY/MADISON
 GZ2569  USGS QUAD   -  BEREA (1993)
 GZ2569
 GZ2569                         *CURRENT SURVEY CONTROL
 GZ2569  ___________________________________________________________________
 GZ2569* NAD 83(1986)-  37 34 18.     (N)    084 17 20.     (W)     SCALED    
 GZ2569* NAVD 88     -       310.47   (meters)    1018.6    (feet)  RESET     
 GZ2569  ___________________________________________________________________
 GZ2569  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GZ2569
 GZ2569  VERT ORDER  -  THIRD
 GZ2569
 GZ2569.The horizontal coordinates were scaled from a topographic map and have
 GZ2569.an estimated accuracy of +/- 6 seconds.
 GZ2569
 GZ2569.The orthometric height was computed from unverified reset data.
 GZ2569.No vertical observational check was made to the station.
 GZ2569
 GZ2569.The geoid height was determined by GEOID03.
 GZ2569
 GZ2569;                    North         East    Units  Estimated Accuracy
 GZ2569;SPC KY1Z     - 1,138,440.    1,629,060.      MT  (+/- 180 meters Scaled)
 GZ2569
 GZ2569                          SUPERSEDED SURVEY CONTROL
 GZ2569
 GZ2569  NGVD 29 (10/08/05)  310.62   (m)         1019.1    (f) RESET       3  
 GZ2569
 GZ2569.Superseded values are not recommended for survey control.
 GZ2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2569.See file dsdata.txt to determine how the superseded data were derived.
 GZ2569
 GZ2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG394617(NAD 83)
 GZ2569_MARKER: DR = REFERENCE MARK DISK
 GZ2569_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GZ2569_SP_SET: SIDEWALK
 GZ2569_STAMPING: BOONES TRAIL NO 1 1951
 GZ2569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2569
 GZ2569  HISTORY     - Date     Condition        Report By
 GZ2569  HISTORY     - 1951     MONUMENTED       CGS
 GZ2569
 GZ2569                          STATION DESCRIPTION
 GZ2569
 GZ2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2569'IN BEREA.
 GZ2569'NEAR THE INTERSECTION OF MAIN AND CHESTNUT STREETS, 17 FEET NORTHEAST
 GZ2569'OF A METAL LIGHT POLE, 25 FEET WEST OF THE CENTERLINE OF MAIN STREET,
 GZ2569'1 FOOT EAST OF THE WEST EDGE OF THE SIDEWALK, 8 FEET SOUTHEAST OF A
 GZ2569'30-INCH MAPLE TREE, AND 49 FEET SOUTHEAST OF A FLAGPOLE, IN
 GZ2569'CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3057 ***********************************************************************
 GZ3057  DESIGNATION -  BOONES TRAIL RM 3
 GZ3057  PID         -  GZ3057
 GZ3057  STATE/COUNTY-  KY/MADISON
 GZ3057  USGS QUAD   -  BEREA (1993)
 GZ3057
 GZ3057                         *CURRENT SURVEY CONTROL
 GZ3057  ___________________________________________________________________
 GZ3057* NAD 83(1986)-  37 34 18.     (N)    084 17 20.     (W)     SCALED    
 GZ3057* NAVD 88     -       310.45   (meters)    1018.5    (feet)  RESET     
 GZ3057  ___________________________________________________________________
 GZ3057  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GZ3057
 GZ3057  VERT ORDER  -  THIRD
 GZ3057
 GZ3057.The horizontal coordinates were scaled from a topographic map and have
 GZ3057.an estimated accuracy of +/- 6 seconds.
 GZ3057
 GZ3057.The orthometric height was computed from unverified reset data.
 GZ3057.No vertical observational check was made to the station.
 GZ3057
 GZ3057.The geoid height was determined by GEOID03.
 GZ3057
 GZ3057;                    North         East    Units  Estimated Accuracy
 GZ3057;SPC KY1Z     - 1,138,440.    1,629,060.      MT  (+/- 180 meters Scaled)
 GZ3057
 GZ3057                          SUPERSEDED SURVEY CONTROL
 GZ3057
 GZ3057  NGVD 29 (10/08/05)  310.60   (m)         1019.0    (f) RESET       3  
 GZ3057
 GZ3057.Superseded values are not recommended for survey control.
 GZ3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3057.See file dsdata.txt to determine how the superseded data were derived.
 GZ3057
 GZ3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG394617(NAD 83)
 GZ3057_MARKER: DR = REFERENCE MARK DISK
 GZ3057_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GZ3057_SP_SET: CURB
 GZ3057_STAMPING: BOONES TRAIL 1951 NO 3 1985
 GZ3057_MARK LOGO: NGS   
 GZ3057_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ3057
 GZ3057  HISTORY     - Date     Condition        Report By
 GZ3057  HISTORY     - 1985     MONUMENTED       NGS
 GZ3057  HISTORY     - 19850621 GOOD             NGS
 GZ3057
 GZ3057                          STATION DESCRIPTION
 GZ3057
 GZ3057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ3057'IN BEREA.
 GZ3057'AT THE WEST EDGE OF MAIN STREET JUST NORTH OF PROSPECT STREET
 GZ3057'(STATE ROUTE 21), 5.85 M (19.2 FT) WEST OF THE CENTERLINE OF MAIN
 GZ3057'STREET, 16.2 M (53.1 FT) EAST SOUTHEAST OF A FLAGPOLE AND 15.7 M
 GZ3057'(51.5 FT) SOUTH OF A FIRE HYDRANT.
 GZ3057
 GZ3057                          STATION RECOVERY (1985)
 GZ3057
 GZ3057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 GZ3057'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BOONES TRAIL 1951
 GZ3057'NO 3 1985--, SET IN A CONCRETE CURB AT THE WEST EDGE OF MAIN STREET.
 GZ3057'THE STATION IS LOCATED 5.85 METERS (19.19 FT) WEST FROM THE CENTERLINE
 GZ3057'OF MAIN STREET 16.2 METERS (53.1 FT) EAST SOUTHEAST FROM A FLAGPOLE
 GZ3057'15.7 METER (51.5 FT) SOUTH FROM A FIRE HYDRANT AND 0.1 METERS (0.3 FT)
 GZ3057'LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3058 ***********************************************************************
 GZ3058  DESIGNATION -  BOONES TRAIL RM 4
 GZ3058  PID         -  GZ3058
 GZ3058  STATE/COUNTY-  KY/MADISON
 GZ3058  USGS QUAD   -  BEREA (1993)
 GZ3058
 GZ3058                         *CURRENT SURVEY CONTROL
 GZ3058  ___________________________________________________________________
 GZ3058* NAD 83(1986)-  37 34 18.     (N)    084 17 20.     (W)     SCALED    
 GZ3058* NAVD 88     -       310.33   (meters)    1018.1    (feet)  RESET     
 GZ3058  ___________________________________________________________________
 GZ3058  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GZ3058
 GZ3058  VERT ORDER  -  THIRD
 GZ3058
 GZ3058.The horizontal coordinates were scaled from a topographic map and have
 GZ3058.an estimated accuracy of +/- 6 seconds.
 GZ3058
 GZ3058.The orthometric height was computed from unverified reset data.
 GZ3058.No vertical observational check was made to the station.
 GZ3058
 GZ3058.The geoid height was determined by GEOID03.
 GZ3058
 GZ3058;                    North         East    Units  Estimated Accuracy
 GZ3058;SPC KY1Z     - 1,138,440.    1,629,060.      MT  (+/- 180 meters Scaled)
 GZ3058
 GZ3058                          SUPERSEDED SURVEY CONTROL
 GZ3058
 GZ3058  NGVD 29 (10/08/05)  310.48   (m)         1018.6    (f) RESET       3  
 GZ3058
 GZ3058.Superseded values are not recommended for survey control.
 GZ3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3058.See file dsdata.txt to determine how the superseded data were derived.
 GZ3058
 GZ3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG394617(NAD 83)
 GZ3058_MARKER: DR = REFERENCE MARK DISK
 GZ3058_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GZ3058_SP_SET: SIDEWALK
 GZ3058_STAMPING: BOONES TRAIL 1951 NO 4 1985
 GZ3058_MARK LOGO: NGS   
 GZ3058_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ3058
 GZ3058  HISTORY     - Date     Condition        Report By
 GZ3058  HISTORY     - 1985     MONUMENTED       NGS
 GZ3058  HISTORY     - 19850621 GOOD             NGS
 GZ3058
 GZ3058                          STATION DESCRIPTION
 GZ3058
 GZ3058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ3058'IN BEREA.
 GZ3058'AT THE WEST EDGE OF MAIN STREET JUST NORTH OF PROSPECT STREET
 GZ3058'(STATE ROUTE 21), 33.0 M (108.3 FT) SOUTH OF A FIRE HYDRANT, 27.04 M
 GZ3058'(88.7 FT) SOUTHEAST OF A FLAGPOLE AND 6.25 M (20.5 FT) WEST OF THE
 GZ3058'CENTERLINE OF MAIN STREET.
 GZ3058'THE MARK IS 0.30 METERS  W FROM  THE EAST EDGE OF THE CUR
 GZ3058
 GZ3058                          STATION RECOVERY (1985)
 GZ3058
 GZ3058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 GZ3058'REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED--BOONES TRAIL 1951
 GZ3058'NO 4 1985--, SET IN A CONCRETE SIDEWALK.  THE STATION IS LOCATED 33.0
 GZ3058'METERS (108.3 FT) SOUTH FROM A FIRE HYDRANT 27.04 METERS (88.71 FT)
 GZ3058'SOUTHEAST FROM A FLAGPOLE 6.25 METERS (20.51 FT) WEST FROM THE
 GZ3058'CENTERLINE OF MAIN STREET 0.30 METERS (0.98 FT) WEST FROM THE EAST
 GZ3058'EDGE OF THE CURB AND 0.2 METERS (0.7 FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3153 ***********************************************************************
 GY3153  DESIGNATION -  BORDER
 GY3153  PID         -  GY3153
 GY3153  STATE/COUNTY-  KY/PIKE
 GY3153  USGS QUAD   -  WILLIAMSON (1992)
 GY3153
 GY3153                         *CURRENT SURVEY CONTROL
 GY3153  ___________________________________________________________________
 GY3153* NAD 83(1993)-  37 42 34.63110(N)    082 19 39.61410(W)     ADJUSTED  
 GY3153* NAVD 88     -       514.5    (meters)    1688.     (feet)  VERTCON   
 GY3153  ___________________________________________________________________
 GY3153  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 GY3153  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GY3153
 GY3153  HORZ ORDER  -  THIRD
 GY3153
 GY3153.The horizontal coordinates were established by classical geodetic methods
 GY3153.and adjusted by the National Geodetic Survey in December 1995..
 GY3153
 GY3153.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3153
 GY3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3153
 GY3153.The geoid height was determined by GEOID03.
 GY3153
 GY3153;                    North         East     Units Scale Factor Converg.
 GY3153;SPC KY1Z     - 1,158,275.813 1,801,677.964   MT  0.99990916   +2 06 04.2
 GY3153;SPC KY1Z     - 3,800,109.90  5,911,005.12   sFT  0.99990916   +2 06 04.2
 GY3153;SPC KY S     -   658,200.177   801,697.002   MT  0.99996682   +2 04 31.9
 GY3153;SPC KY S     - 2,159,445.08  2,630,234.25   sFT  0.99996682   +2 04 31.9
 GY3153;SPC WV S     -    79,597.960   482,937.822   MT  0.99995980   -0 49 14.7
 GY3153;UTM  17      - 4,174,426.949   382,973.277   MT  0.99976869   -0 48 43.8
 GY3153
 GY3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3153!SPC KY1Z     -   0.99992427  x   0.99990916  =   0.99983344
 GY3153!SPC KY S     -   0.99992427  x   0.99996682  =   0.99989110
 GY3153!SPC WV S     -   0.99992427  x   0.99995980  =   0.99988408
 GY3153!UTM  17      -   0.99992427  x   0.99976869  =   0.99969298
 GY3153
 GY3153:                Primary Azimuth Mark                     Grid Az
 GY3153:SPC KY1Z     -  BORDER AZ MK 2                           059 45 14.8
 GY3153:SPC KY S     -  BORDER AZ MK 2                           059 46 47.1
 GY3153:SPC WV S     -  BORDER AZ MK 2                           062 40 33.7
 GY3153:UTM  17      -  BORDER AZ MK 2                           062 40 02.8
 GY3153
 GY3153|---------------------------------------------------------------------|
 GY3153| PID    Reference Object                     Distance      Geod. Az  |
 GY3153|                                                           dddmmss.s |
 GY3153| DB8804 BORDER AZ MK 2                                     0615119.0 |
 GY3153| DB8803 BORDER AZ MK                                       0732651.2 |
 GY3153| DB8805 BORDER RM 1                           5.081 METERS 16719     |
 GY3153| DB8806 BORDER RM 2                           5.416 METERS 27740     |
 GY3153|---------------------------------------------------------------------|
 GY3153
 GY3153                          SUPERSEDED SURVEY CONTROL
 GY3153
 GY3153  NAD 83(1993)-  37 42 34.63818(N)    082 19 39.61899(W) AD(       ) 3
 GY3153  NAD 83(1986)-  37 42 34.63828(N)    082 19 39.61901(W) AD(       ) 3
 GY3153  NAD 27      -  37 42 34.27760(N)    082 19 40.11550(W) AD(       ) 3
 GY3153  NGVD 29 (07/19/86)  514.7    (m)         1689.     (f) VERT ANG       
 GY3153
 GY3153.Superseded values are not recommended for survey control.
 GY3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3153.See file dsdata.txt to determine how the superseded data were derived.
 GY3153
 GY3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB8297374427(NAD 83)
 GY3153_MARKER: DS = TRIANGULATION STATION DISK
 GY3153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3153_SP_SET: PREFABRICATED CONCRETE POST
 GY3153
 GY3153  HISTORY     - Date     Condition        Report By
 GY3153  HISTORY     - 1957     MONUMENTED       CGS
 GY3153  HISTORY     - 1969     GOOD             CGS
 GY3153  HISTORY     - 1976     GOOD             LOCENG
 GY3153
 GY3153                          STATION DESCRIPTION
 GY3153
 GY3153'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3153'THE STATION IS APPROXIMATELY 5 MILES NORTHWEST OF WILLIAMSON, 9-1/2
 GY3153'MILES SOUTH-SOUTHEAST OF KERMIT AND 1 MILE WEST OF BORDERLAND.
 GY3153'
 GY3153'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND U.S. HIGHWAY 119 IN
 GY3153'WILLIAMSON, GO NORTH ON U.S. HIGHWAY 52 FOR 6.05 MILES TO A SIDE
 GY3153'ROAD LEFT AT THE U DRIVE INN, TURN LEFT, PASSING TO THE SOUTH OF THE
 GY3153'DRIVE INN, AND GO 0.05 MILE TO COAL LOADING CHUTE, PASS UNDER
 GY3153'CHUTE AND ACROSS STEEL BRIDGE FOR 0.05 MILE TO THE WEST END OF
 GY3153'BRIDGE, TURN RIGHT AND GO 0.15 MILE TO ROAD FORKS AND SCHOOL ON
 GY3153'RIGHT, TAKE LEFT FORK, UP HOLLOW ON MAIN ROAD FOR 0.6 MILE TO MINE
 GY3153'ENTRANCE AND END OF TRUCK TRAVEL.  FROM HERE, ABOUT 100 YARDS
 GY3153'SOUTHWEST OF TIN SHED, TAKE A FOOT TRAIL, SOUTH AND WEST, UP STEEP
 GY3153'HILL TO SADDLE, TURN RIGHT AND FOLLOW ALONG TOP OF RIDGE, WEST AND
 GY3153'NORTH, TO THE HIGHEST PART OF HILL AND STATION.  ABOUT A 1 HOUR PACK.
 GY3153'
 GY3153'THE STATION MARKS ARE STANDARD DISKS STAMPED BORDER 1957.  THE
 GY3153'SURFACE DISK IS BRAZED TO THE TOP OF A 3 INCH IRON PIPE WHICH
 GY3153'PROJECTS 3 INCHES.  IT IS 15 FEET NORTHEAST OF A TRIANGULAR BLAZE ON
 GY3153'A OAK TREE 14 INCH IN DIAMETER.  THE UNDERGROUND DISK IS SET IN
 GY3153'AN IRREGULAR MASS OF CONCRETE 24 INCHES BELOW THE SURFACE OF THE
 GY3153'GROUND.
 GY3153'
 GY3153'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BORDER NO. 1 1957, IS
 GY3153'BRAZED TO THE TOP OF A 3 INCH PIPE WHICH PROJECTS 3 INCHES.  IT IS
 GY3153'10-1/2 FEET SOUTHEAST OF A TRIANGULAR BLAZE ON A OAK TREE 14 INCHES
 GY3153'IN DIAMETER.
 GY3153'
 GY3153'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BORDER NO. 2 1957, IS
 GY3153'BRAZED TO THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 4
 GY3153'INCHES.  IT IS 20 FEET NORTHWEST OF A TRIANGULAR BLAZE ON A OAK TREE
 GY3153'14 INCHES IN DIAMETER.
 GY3153'
 GY3153'AZIMUTH MARK IS A STANDARD DISK STAMPED BORDER 1957, BRAZED TO THE
 GY3153'TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 3 INCHES.  IT IS 1-1/2
 GY3153'FEET NORTH OF THE NORTHEAST CORNER OF A TIN SHED, 18 FEET EAST OF THE
 GY3153'EAST RAIL OF MINE CAR TRACKS AND 69 FEET WEST-NORTHWEST OF THE
 GY3153'SOUTHWEST CORNER OF CINDER BLOCK BUILDING.  A STANDARD WITNESS POST
 GY3153'WAS SET 2 FEET EAST-SOUTHEAST OF THE MARK.
 GY3153'
 GY3153'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, CROSS MINE
 GY3153'CAR TRACKS TO THE MARK AT THE NORTHEAST CORNER OF TIN SHED.
 GY3153'
 GY3153'NOTE- THE STATION IS ON THE PROPERTY OF THE ESTATE OF W.M. DESKINS.
 GY3153'
 GY3153'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
 GY3153
 GY3153                          STATION RECOVERY (1969)
 GY3153
 GY3153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GY3153'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO
 GY3153'BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS REPORTED LOST OR
 GY3153'DESTROYED.  A THOROUGH SEARCH BY TWO MEN FAILED TO FIND ANY TRACE OF
 GY3153'MARK.  THE BUILDINGS REFERRED TO IN THE ORIGINAL DESCRIPTION ARE
 GY3153'GONE AND THE AREA HAS BEEN USED FOR A DUMP FOR WASTE MATERIAL.  A NEW
 GY3153'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE DISTANCE AND
 GY3153'DIRECTION TO REFERENCE MARK NO. 1 WERE CHECKED AND FOUND TO BE
 GY3153'CORRECT.  A DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO
 GY3153'REFERENCE MARK NO. 2.  THE ORIGINAL DESCRIPTION OF STATION IS
 GY3153'ADEQUATE BUT A NEW TO REACH STATION DESCRIPTION AND A DESCRIPTION OF
 GY3153'NEW AZIMUTH MARK FOLLOWS.
 GY3153'
 GY3153'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND BUFFALO
 GY3153'CREEK ROAD IN CHATTAROY, WEST VIRGINIA, GO SOUTHERLY ON U.S.
 GY3153'HIGHWAY 52 FOR 0.65 MILE TO SIDE ROAD RIGHT.  TURN RIGHT CROSSING
 GY3153'SWING BRIDGE FOR 0.1 MILE TO T INTERSECTION.  TURN RIGHT AND FOLLOW
 GY3153'BLACKTOP ROAD FOR 2.15 MILE TO MINING ROAD LEFT JUST AFTER PASSING
 GY3153'UNDER COAL CHUTE.  TURN LEFT AND FOLLOW MAIN MINING ROAD UP
 GY3153'HOLLOW FOR 0.4 MILE TO CROSS ROAD.  TURN RIGHT AND FOLLOW MAIN ROAD
 GY3153'UP HOLLOW AND UP HILL FOR 0.75 MILE TO SADDLE AND END OF TRUCK
 GY3153'TRAVEL.  GO LEFT UP RIDGE AND FOLLOW DIM TRAIL ACROSS TOP OF RIDGE
 GY3153'FOR 30 MINUTES TO HIGHEST POINT AND STATION.  TO REACH AZIMUTH MARK
 GY3153'FROM JUNCTION OF U.S. HIGHWAY 52 AND BUFFALO CREEK ROAD IN CHATTAROY
 GY3153'GO NORTHERLY ON U.S. HIGHWAY 52 FOR 1.45 MILE TO AZIMUTH MARK ON LEFT
 GY3153'JUST AFTER PASSING LARGE COAL ELEVATOR ON LEFT.
 GY3153'
 GY3153'AZIMUTH MARK IS 21 FEET WEST OF THE APPROXIMATE CENTERLINE OF U.S.
 GY3153'HIGHWAY 52, 18 FEET EAST OF EAST RAIL OF RAILROAD TRACKS, 10 FEET
 GY3153'NORTH OF UTILITY POLE AND 4 FEET NORTHEAST OF NORTHEAST CORNER OF
 GY3153'RAILROAD SIGNAL.  MARK IS SET FLUSH IN A DRILL HOLE IN THE
 GY3153'NORTHEAST CORNER OF UNUSED CONCRETE BASE OF OLD RAILROAD SIGNAL AND
 GY3153'THE DISK IS STAMPED BORDER 1957 1969.
 GY3153'
 GY3153'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-5 MILES NORTHWEST OF
 GY3153'WILLIAMSON.
 GY3153
 GY3153                          STATION RECOVERY (1976)
 GY3153
 GY3153'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (KFH)
 GY3153'BORDER 1957 RECOVERED IN GOOD CONDITION.
 GY3153'
 GY3153'BORDER NO 1 1957 RECOVERED IN GOOD CONDITION.
 GY3153'
 GY3153'BORDER NO. 2 1957 RECOVERED IN GOOD CONDITION.
 GY3153'
 GY3153'BORDER 1957, 1969 RECOVERED IN GOOD CONDITION.
 GY3153'
 GY3153'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST OF BORDERLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2473 ***********************************************************************
 GB2473  DESIGNATION -  BORDERS
 GB2473  PID         -  GB2473
 GB2473  STATE/COUNTY-  KY/BARREN
 GB2473  USGS QUAD   -  TRACY (1979)
 GB2473
 GB2473                         *CURRENT SURVEY CONTROL
 GB2473  ___________________________________________________________________
 GB2473* NAD 83(1993)-  36 51 45.94204(N)    085 53 58.01900(W)     ADJUSTED  
 GB2473* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 GB2473  ___________________________________________________________________
 GB2473  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 GB2473  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB2473
 GB2473  HORZ ORDER  -  FIRST
 GB2473
 GB2473.The horizontal coordinates were established by classical geodetic methods
 GB2473.and adjusted by the National Geodetic Survey in December 1995..
 GB2473
 GB2473.The orthometric height was scaled from a topographic map.
 GB2473
 GB2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2473
 GB2473.The geoid height was determined by GEOID03.
 GB2473
 GB2473;                    North         East     Units Scale Factor Converg.
 GB2473;SPC KY1Z     - 1,058,770.502 1,486,672.566   MT  1.00006008   -0 05 30.3
 GB2473;SPC KY1Z     - 3,473,649.56  4,877,524.91   sFT  1.00006008   -0 05 30.3
 GB2473;SPC KY S     -   558,763.082   486,673.646   MT  0.99997903   -0 05 26.3
 GB2473;SPC KY S     - 1,833,208.54  1,596,695.12   sFT  0.99997903   -0 05 26.3
 GB2473;UTM  16      - 4,080,213.498   598,100.050   MT  0.99971856   +0 39 37.0
 GB2473
 GB2473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2473!SPC KY1Z     -   0.99996103  x   1.00006008  =   1.00002110
 GB2473!SPC KY S     -   0.99996103  x   0.99997903  =   0.99994006
 GB2473!UTM  16      -   0.99996103  x   0.99971856  =   0.99967960
 GB2473
 GB2473|---------------------------------------------------------------------|
 GB2473| PID    Reference Object                     Distance      Geod. Az  |
 GB2473|                                                           dddmmss.s |
 GB2473| CG5658 BORDERS RM 1                         16.725 METERS 05047     |
 GB2473| CG5657 BORDERS AZ MK                                      1994444.6 |
 GB2473| CG5659 BORDERS RM 2                         16.500 METERS 26408     |
 GB2473| GB2477 GLASGOW MUNICIPAL STANDPIPE         APPROX.15.3 KM 3522552.4 |
 GB2473| GZ2752 GLASGOW MUN FEEDER STANDPIPE        APPROX.16.8 KM 3551633.5 |
 GB2473| GZ2751 GLASGOW COMMUNITY HOSPITAL TK       APPROX.16.4 KM 3581045.2 |
 GB2473|---------------------------------------------------------------------|
 GB2473
 GB2473                          SUPERSEDED SURVEY CONTROL
 GB2473
 GB2473  NAD 83(1986)-  36 51 45.95238(N)    085 53 58.02556(W) AD(       ) 1
 GB2473  NAD 27      -  36 51 45.76900(N)    085 53 58.10900(W) AD(       ) 1
 GB2473
 GB2473.Superseded values are not recommended for survey control.
 GB2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2473.See file dsdata.txt to determine how the superseded data were derived.
 GB2473
 GB2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9810080213(NAD 83)
 GB2473_MARKER: DS = TRIANGULATION STATION DISK
 GB2473_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GB2473
 GB2473  HISTORY     - Date     Condition        Report By
 GB2473  HISTORY     - 1939     MONUMENTED       CGS
 GB2473  HISTORY     - 1950     GOOD             CGS
 GB2473
 GB2473                          STATION DESCRIPTION
 GB2473
 GB2473'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 GB2473'ON PROPERTY OF J.E. BORDERS AND IS ABOUT 10 MILES BY ROAD SOUTH OF
 GB2473'GLASGOW.  THE MARK IS SET IN THE TOP OF A HEAVILY WOODED RIDGE
 GB2473'ABOUT 0.2 MILE NORTH OF MR. BORDERS RESIDENCE AND IS MARKED BY A
 GB2473'CAIRN OF LARGE ROCKS.  THE MARK IS SET FLUSH WITH THE GROUND, 27
 GB2473'FEET SOUTHWEST OF A TRIANGLE BLAZE ON A 24-INCH OAK TREE.
 GB2473'
 GB2473'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE IN
 GB2473'GLASGOW GO EAST TWO BLOCKS AND TURN RIGHT, FROM HERE FOLLOW MAIN
 GB2473'TRAVELED ROAD 6.4 MILES TO T ROAD LEFT AT SMALL WHITE CHURCH, TURN
 GB2473'LEFT AND GO 3.65 MILES TO RESIDENCE OF J.E. BORDERS ON LEFT, TURN
 GB2473'LEFT TO BARNYARD, GO NORTHWEST THROUGH BARNYARD TO RAIL FENCE CORNER,
 GB2473'GO THROUGH FENCE AND FOLLOW TRAIL 0.2 MILE TO BLAZED OAK TREE
 GB2473'AND STATION.
 GB2473'
 GB2473'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GB2473'SET IN CONCRETE.
 GB2473'
 GB2473'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION ON THE EAST SIDE OF
 GB2473'THE TOP OF THE RIDGE, 6 FEET SOUTH OF A DEAD TREE, AND PROJECTS 6
 GB2473'INCHES.  REFERENCE MARK NO. 2 IS WEST BY SOUTH OF THE STATION, 8 FEET
 GB2473'SOUTH OF A LARGE OAK TREE, AND ON THE POINT OF A RIDGE.  THE MARK
 GB2473'PROJECTS 6 INCHES.
 GB2473'
 GB2473'NO AZIMUTH MARK WAS ESTABLISHED BECAUSE OF HEAVY TIMBER SURROUNDING
 GB2473'THE STATION.
 GB2473'
 GB2473'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GB2473
 GB2473                          STATION RECOVERY (1950)
 GB2473
 GB2473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2473'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GB2473'GOOD CONDITION.  DISTANCES AND DIRECTIONS TO REFERENCE MARKS
 GB2473'WERE CHECKED AS NOTED BELOW.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS
 GB2473'TIME BY THIS PARTY.
 GB2473'A NEW
 GB2473'DESCRIPTION FOLLOWS-
 GB2473'
 GB2473'STATION IS LOCATED ABOUT 16 MILES NORTHEAST OF SCOTTSVILLE, 15 MILES
 GB2473'NORTHWEST OF TOMPKINSVILLE AND 10 MILES SOUTH OF GLASGOW ON THE
 GB2473'PROPERTY OF J. E. BORDERS.  IT IS 41 FEET SOUTHWEST OF A 24-INCH OAK
 GB2473'TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE.  THE MARK IS FLUSH
 GB2473'WITH THE GROUND AND THE DISK IS STAMPED BORDERS 1939.
 GB2473'
 GB2473'REFERENCE MARK NO. 1 IS 54.87 FEET NORTHEAST OF STATION.  THE MARK
 GB2473'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BORDERS NO 1
 GB2473'1939.
 GB2473'
 GB2473'REFERENCE MARK NO. 2 IS 54.13 FEET SOUTHWEST OF STATION.  THE MARK
 GB2473'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BORDERS NO 2
 GB2473'1939.
 GB2473'
 GB2473'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHWEST OF STATION, 22 FEET
 GB2473'WEST OF CENTER OF A GRAVEL ROAD AND 2 FEET NORTH OF A WHITE WITNESS
 GB2473'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 GB2473'BORDERS 1950.
 GB2473'
 GB2473'TO REACH STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE
 GB2473'IN GLASGOW, GO SOUTH ON U.S. HIGHWAY 31 E FOR 0.5 MILE TO THE
 GB2473'JUNCTION OF STATE HIGHWAY 249, TURN LEFT ON HIGHWAY 249 AND GO SOUTH
 GB2473'FOR 6.05 MILES TO A GRAVEL T ROAD LEFT NEAR A SMALL FRAME CHURCH ON
 GB2473'LEFT, TURN LEFT AND GO SOUTH AND EAST ON GRAVEL ROAD FOR 3.75 MILES
 GB2473'TO THE HOME OF J.E.  BORDERS ON LEFT*.  TURN LEFT THROUGH FARM
 GB2473'GATE AND FOLLOW A DIM TRACK ROAD TO THE TOP OF A SMALL HILL FOR 0.3
 GB2473'MILE TO THE STATION AS DESCRIBED.
 GB2473'
 GB2473'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD, SOUTH, FOR
 GB2473'ABOUT 0.05 MILE TO THE AZIMUTH MARK ON RIGHT AT THE TOP OF A 6-FOOT
 GB2473'BANK AS DESCRIBED.
 GB2473'
 GB2473'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2780 ***********************************************************************
 GZ2780  DESIGNATION -  BOSTON
 GZ2780  PID         -  GZ2780
 GZ2780  STATE/COUNTY-  KY/NELSON
 GZ2780  USGS QUAD   -  LEBANON JUNCTION (1991)
 GZ2780
 GZ2780                         *CURRENT SURVEY CONTROL
 GZ2780  ___________________________________________________________________
 GZ2780* NAD 83(1993)-  37 47 38.52906(N)    085 42 17.43464(W)     ADJUSTED  
 GZ2780* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 GZ2780  ___________________________________________________________________
 GZ2780  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 GZ2780  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GZ2780
 GZ2780  HORZ ORDER  -  SECOND
 GZ2780
 GZ2780.The horizontal coordinates were established by classical geodetic methods
 GZ2780.and adjusted by the National Geodetic Survey in December 1995..
 GZ2780
 GZ2780.The orthometric height was scaled from a topographic map.
 GZ2780
 GZ2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2780
 GZ2780.The geoid height was determined by GEOID03.
 GZ2780
 GZ2780;                    North         East     Units Scale Factor Converg.
 GZ2780;SPC KY1Z     - 1,162,113.148 1,503,976.947   MT  0.99990597   +0 01 39.8
 GZ2780;SPC KY1Z     - 3,812,699.55  4,934,297.70   sFT  0.99990597   +0 01 39.8
 GZ2780;SPC KY S     -   662,105.341   503,977.232   MT  0.99997754   +0 01 38.6
 GZ2780;SPC KY S     - 2,172,257.27  1,653,465.30   sFT  0.99997754   +0 01 38.6
 GZ2780;SPC KY N     -    33,649.112   371,862.413   MT  1.00003061   -0 54 18.0
 GZ2780;SPC KY N     -   110,397.13  1,220,018.60   sFT  1.00003061   -0 54 18.0
 GZ2780;UTM  16      - 4,183,753.169   614,031.063   MT  0.99976016   +0 47 37.6
 GZ2780
 GZ2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2780!SPC KY1Z     -   0.99996646  x   0.99990597  =   0.99987244
 GZ2780!SPC KY S     -   0.99996646  x   0.99997754  =   0.99994401
 GZ2780!SPC KY N     -   0.99996646  x   1.00003061  =   0.99999707
 GZ2780!UTM  16      -   0.99996646  x   0.99976016  =   0.99972663
 GZ2780
 GZ2780|---------------------------------------------------------------------|
 GZ2780| PID    Reference Object                     Distance      Geod. Az  |
 GZ2780|                                                           dddmmss.s |
 GZ2780| CG7237 BOSTON RM 1                          33.065 METERS 02040     |
 GZ2780| CG8693 KEITH AZ MK                                        0625253.5 |
 GZ2780| CG7238 BOSTON RM 2                          20.812 METERS 13640     |
 GZ2780|---------------------------------------------------------------------|
 GZ2780
 GZ2780                          SUPERSEDED SURVEY CONTROL
 GZ2780
 GZ2780  NAD 83(1986)-  37 47 38.53625(N)    085 42 17.44309(W) AD(       ) 2
 GZ2780  NAD 27      -  37 47 38.31700(N)    085 42 17.59900(W) AD(       ) 2
 GZ2780
 GZ2780.Superseded values are not recommended for survey control.
 GZ2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2780.See file dsdata.txt to determine how the superseded data were derived.
 GZ2780
 GZ2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG1403183753(NAD 83)
 GZ2780_MARKER: DS = TRIANGULATION STATION DISK
 GZ2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2780
 GZ2780  HISTORY     - Date     Condition        Report By
 GZ2780  HISTORY     - 1951     MONUMENTED       CGS
 GZ2780
 GZ2780                          STATION DESCRIPTION
 GZ2780
 GZ2780'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2780'STATION IS LOCATED ABOUT 2 MILES WEST OF BOSTON ON THE HIGHEST POINT
 GZ2780'OF A PROMINENT NORTH-SOUTH RIDGE AND ON LAND OWNED BY MR. LEO MC
 GZ2780'GIMSEY. IT IS 19 FEET WEST OF THE CENTER OF WOODS ROAD, 14 FEET NORTH
 GZ2780'OF A 10 INCH HICKORY TREE AND 7 FEET SOUTH OF A WHITE WITNESS POST.
 GZ2780'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED BOSTON 1951.
 GZ2780'
 GZ2780'REFERENCE MARK NO. 1 IS 33 FEET SOUTHEAST OF THE CENTER OF WOODS
 GZ2780'ROAD, 4 FEET SOUTH OF FENCE CORNER AND 1 FOOT SOUTHWEST OF
 GZ2780'FENCE LINE. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED
 GZ2780'BOSTON NO 1 1951.
 GZ2780'
 GZ2780'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF OLD FENCE LINE SET IN A
 GZ2780'SMALL CLEARING IN WOODS. THE MARK PROJECTS ABOUT 2 INCHES AND
 GZ2780'THE DISK STAMPED BOSTON NO 2 1951.
 GZ2780'
 GZ2780'THE AZIMUTH MARK IS 12 FEET EAST OF THE CENTER OF NORTH-SOUTH
 GZ2780'GRAVELED RROAD, 4 FEET NORTHEAST OF GATE POST, 3 FEET NORTHEAST
 GZ2780'OF A WHITE WITNESS POST AND 1 FOOT EAST OF FENCE LINE. THE MARK
 GZ2780'PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED KEITH AZIMUTH 1933.
 GZ2780'
 GZ2780'TO REACH THE STATION FROM THE RAILROAD CROSSING IN BOSTON, GO
 GZ2780'NORTHWEST ON BLACK TOPPED ROAD ALONG THE WEST SIDE OF RAILROAD
 GZ2780'TRACKS FOR 1.6 MILES TO CROSSROAD, TURN RIGHT NORTH FOR 0.1 MILE TO
 GZ2780'GATE IN FENCE LINE ON THE LEFT, (*) TURN LEFT THROUGH GATE AND GO
 GZ2780'NORTHWEST ACROSS PASTURE FOR 0.1 MILE TO ANOTHER GATE, PASS THROUGH
 GZ2780'GATE AND FOLLOW WOODS ROAD UP HILL FOR 0.3 MILE TO TOP OF RIDGE AND
 GZ2780'A TRIANGULAR BLAZED TREE ON THE RIGHT, TURN RIGHT AND GO NORTH ON DIM
 GZ2780'WOODS ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GZ2780'
 GZ2780'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH ON
 GZ2780'GRAVELED ROAD FOR 0.6 MILE TO FRAME HOUSE ON THE LEFT AND AZIMUTH
 GZ2780'MARK ON THE RIGHT AS DESCRIBED.
 GZ2780'
 GZ2780'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2696 ***********************************************************************
 GZ2696  DESIGNATION -  BOTLAND
 GZ2696  PID         -  GZ2696
 GZ2696  STATE/COUNTY-  KY/NELSON
 GZ2696  USGS QUAD   -  MAUD (1976)
 GZ2696
 GZ2696                         *CURRENT SURVEY CONTROL
 GZ2696  ___________________________________________________________________
 GZ2696* NAD 83(1993)-  37 46 42.76131(N)    085 22 07.32624(W)     ADJUSTED  
 GZ2696* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 GZ2696  ___________________________________________________________________
 GZ2696  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 GZ2696  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GZ2696
 GZ2696  HORZ ORDER  -  FIRST
 GZ2696
 GZ2696.The horizontal coordinates were established by classical geodetic methods
 GZ2696.and adjusted by the National Geodetic Survey in December 1995..
 GZ2696
 GZ2696.The orthometric height was scaled from a topographic map.
 GZ2696
 GZ2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2696
 GZ2696.The geoid height was determined by GEOID03.
 GZ2696
 GZ2696;                    North         East     Units Scale Factor Converg.
 GZ2696;SPC KY1Z     - 1,160,461.576 1,533,587.588   MT  0.99990639   +0 14 02.8
 GZ2696;SPC KY1Z     - 3,807,281.02  5,031,445.28   sFT  0.99990639   +0 14 02.8
 GZ2696;SPC KY S     -   660,452.827   533,589.908   MT  0.99997541   +0 13 52.5
 GZ2696;SPC KY S     - 2,166,835.65  1,750,619.56   sFT  0.99997541   +0 13 52.5
 GZ2696;UTM  16      - 4,182,497.602   643,658.144   MT  0.99985419   +0 59 58.3
 GZ2696
 GZ2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2696!SPC KY1Z     -   0.99996574  x   0.99990639  =   0.99987213
 GZ2696!SPC KY S     -   0.99996574  x   0.99997541  =   0.99994115
 GZ2696!UTM  16      -   0.99996574  x   0.99985419  =   0.99981994
 GZ2696
 GZ2696|---------------------------------------------------------------------|
 GZ2696| PID    Reference Object                     Distance      Geod. Az  |
 GZ2696|                                                           dddmmss.s |
 GZ2696| CG7240 BOTLAND RM 1                        101.986 METERS 09243     |
 GZ2696| CG7239 BOTLAND RM 2 AZIMUTH                               1604859.2 |
 GZ2696| CG7241 BOTLAND RM 3                        108.600 METERS 17711     |
 GZ2696| GZ2699 BARDSTOWN MUNICIPAL TANK            APPROX. 9.1 KM 2930955.4 |
 GZ2696|---------------------------------------------------------------------|
 GZ2696
 GZ2696                          SUPERSEDED SURVEY CONTROL
 GZ2696
 GZ2696  NAD 83(1986)-  37 46 42.76943(N)    085 22 07.33573(W) AD(       ) 1
 GZ2696  NAD 27      -  37 46 42.54900(N)    085 22 07.49300(W) AD(       ) 1
 GZ2696
 GZ2696.Superseded values are not recommended for survey control.
 GZ2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2696.See file dsdata.txt to determine how the superseded data were derived.
 GZ2696
 GZ2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4365882498(NAD 83)
 GZ2696_MARKER: DS = TRIANGULATION STATION DISK
 GZ2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2696
 GZ2696  HISTORY     - Date     Condition        Report By
 GZ2696  HISTORY     - 1928     MONUMENTED       CGS
 GZ2696  HISTORY     - 1933     GOOD             CGS
 GZ2696
 GZ2696                          STATION DESCRIPTION
 GZ2696
 GZ2696'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 GZ2696'STATION IS ABOUT 7 MILES SOUTH-SOUTHEAST OF BARDSTOWN, 1 MILE EAST OF
 GZ2696'BOTLAND, 1/4 MILE NORTH OF THE BARDSTOWN- SPRINGFIELD ROAD,
 GZ2696'1 FOOT UNDERGROUND, ON HILL ON EAST SIDE OF A CULTIVATED FIELD ON
 GZ2696'LAND OWNED BY M. PARRETT. STATION IS ON SAME HILL AS OLD STATION
 GZ2696'BURKETT, WHICH WAS NOT RECOVERED.
 GZ2696'
 GZ2696'TO REACH THE STATION, FOLLOW THE BARDSTOWN-SPRINGFIELD ROAD 1 MILE
 GZ2696'EAST OF BOTLAND. A GATE IS AT THE SOUTHEAST CORNER OF THE FIELD AND A
 GZ2696'PRIVATE ROAD LEADS ALONG THE WEST SIDE OF A HOLLOW TO THE STATION.
 GZ2696'
 GZ2696'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GZ2696'DISKS SET IN CONCRETE.
 GZ2696'
 GZ2696'REFERENCE MARK NO.1 (EAST) IN ROCK OUTCROP IN ORCHARD ABOUT 75 YARDS
 GZ2696'SOUTH OF HOUSE. REFERENCE MARK NO. 2 (SOUTHEAST) IN ROCK OUTCROP
 GZ2696'ABOUT 20 YARDS NORTH OF HIGHWAY, 50 YARDS EAST OF GATE.
 GZ2696'
 GZ2696'REFERENCE MARK NO. 3 (SOUTH-SOUTHEAST) IN ROCK OUTCROP ALONGSIDE
 GZ2696'PRIVATE ROAD.
 GZ2696'
 GZ2696'90-FOOT STEEL TOWER.
 GZ2696
 GZ2696                          STATION RECOVERY (1933)
 GZ2696
 GZ2696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GZ2696'A NEW DESCRIPTION FOLLOWS--STATION IS ABOUT 7 MILES SOUTH-SOUTHEAST
 GZ2696'OF BARDSTOWN, 1 MILE EAST OF BOTLAND, 1/4 MILE NORTH OF THE
 GZ2696'BARDSTOWN-SPRINGFIELD ROAD, ON THE HIGHEST GROUND IN THE VICINITY, IN
 GZ2696'A CULTIVATED FIELD OWNED BY SIM CRUNE.  IT IS 210 FEET WEST OF A
 GZ2696'FARM ROAD, 100 FEET NORTH OF A FENCE, AND 225 FEET EAST OF A FENCE.
 GZ2696'IT IS MARKED AND SET 10 INCHES
 GZ2696'UNDERGROUND.
 GZ2696'
 GZ2696'TO REACH FROM BARDSTOWN, GO EAST ON U.S. HIGHWAY 168 FOR 7.2 MILES TO
 GZ2696'A BOARD GATE TO THE NORTH (LEFT) AT A POINT WHERE THE HIGHWAY CURVES
 GZ2696'AND A POWER LINE CROSSES IT. GO THROUGH THIS GATE AND FOLLOW THE FARM
 GZ2696'ROAD TO THE STATION.
 GZ2696'
 GZ2696'REFERENCE MARK NO. 1 (1928), IS EAST OF THE STATION, IN THE
 GZ2696'ORCHARD 225 FEET SOUTH OF THE HOUSE, 15 FEET EAST-SOUTHEAST OF
 GZ2696'A 16-INCH APPLE TREE, AND 72 FEET EAST OF A FENCE BESIDE THE FARM
 GZ2696'ROAD. REFERENCE MARK NO. 2 (1928), IS SOUTHEAST OF THE
 GZ2696'STATION, IS THE AZIMUTH MARK, 60 FEET NORTH OF THE MAIN HIGHWAY, 200
 GZ2696'FEET EAST OF A FENCE, OPPOSITE A POINT WHERE A POWER LINE MAKES A
 GZ2696'RIGHT-ANGLE TURN. REFERENCE MARK NO.3 (1928), IS
 GZ2696'SOUTH-SOUTHEAST OF THE STATION, 25 FEET WEST OF THE FARM ROAD, AND
 GZ2696'250 FEET SOUTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2678 ***********************************************************************
 GC2678  DESIGNATION -  BOUNDARY
 GC2678  PID         -  GC2678
 GC2678  STATE/COUNTY-  KY/CHRISTIAN
 GC2678  USGS QUAD   -  ROARING SPRING (1982)
 GC2678
 GC2678                         *CURRENT SURVEY CONTROL
 GC2678  ___________________________________________________________________
 GC2678* NAD 83(1993)-  36 38 15.73831(N)    087 38 56.21305(W)     ADJUSTED  
 GC2678* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 GC2678  ___________________________________________________________________
 GC2678  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 GC2678  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC2678
 GC2678  HORZ ORDER  -  THIRD
 GC2678
 GC2678.The horizontal coordinates were established by classical geodetic methods
 GC2678.and adjusted by the National Geodetic Survey in December 1995..
 GC2678
 GC2678.The orthometric height was scaled from a topographic map.
 GC2678
 GC2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2678
 GC2678.The geoid height was determined by GEOID03.
 GC2678
 GC2678;                    North         East     Units Scale Factor Converg.
 GC2678;SPC KY1Z     - 1,035,510.245 1,330,161.453   MT  1.00013639   -1 09 57.2
 GC2678;SPC KY1Z     - 3,397,336.53  4,364,038.03   sFT  1.00013639   -1 09 57.2
 GC2678;SPC KY S     -   535,484.133   330,181.149   MT  1.00001873   -1 09 05.9
 GC2678;SPC KY S     - 1,756,834.19  1,083,269.32   sFT  1.00001873   -1 09 05.9
 GC2678;SPC TN       -   256,919.943   452,531.039   MT  1.00004668   -0 57 55.3
 GC2678;SPC TN       -   842,911.51  1,484,678.92   sFT  1.00004668   -0 57 55.3
 GC2678;UTM  16      - 4,054,879.109   441,986.000   MT  0.99964146   -0 23 14.2
 GC2678
 GC2678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2678!SPC KY1Z     -   0.99997762  x   1.00013639  =   1.00011401
 GC2678!SPC KY S     -   0.99997762  x   1.00001873  =   0.99999635
 GC2678!SPC TN       -   0.99997762  x   1.00004668  =   1.00002430
 GC2678!UTM  16      -   0.99997762  x   0.99964146  =   0.99961909
 GC2678
 GC2678|---------------------------------------------------------------------|
 GC2678| PID    Reference Object                     Distance      Geod. Az  |
 GC2678|                                                           dddmmss.s |
 GC2678| CG5661 BOUNDARY RM 1                        27.225 METERS 06819     |
 GC2678| CG5660 BOUNDARY AZ MK                                     0801658.9 |
 GC2678| GC2677 BOUNDARY MON 20 KY TN                25.080 METERS 33547     |
 GC2678| CG5662 BOUNDARY RM 2                        24.637 METERS 33814     |
 GC2678| GC2680 LA FAYETTE METH CHURCH BELFRY       APPROX. 2.6 KM 3393748.5 |
 GC2678|---------------------------------------------------------------------|
 GC2678
 GC2678                          SUPERSEDED SURVEY CONTROL
 GC2678
 GC2678  NAD 83(1993)-  36 38 15.74713(N)    087 38 56.21572(W) AD(       ) 3
 GC2678  NAD 83(1986)-  36 38 15.74714(N)    087 38 56.21571(W) AD(       ) 3
 GC2678  NAD 27      -  36 38 15.57200(N)    087 38 56.15900(W) AD(       ) 3
 GC2678
 GC2678.Superseded values are not recommended for survey control.
 GC2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2678.See file dsdata.txt to determine how the superseded data were derived.
 GC2678
 GC2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4198654879(NAD 83)
 GC2678_MARKER: DS = TRIANGULATION STATION DISK
 GC2678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2678_STAMPING: BOUNDARY 1953
 GC2678_MARK LOGO: CGS   
 GC2678
 GC2678  HISTORY     - Date     Condition        Report By
 GC2678  HISTORY     - 1953     MONUMENTED       CGS
 GC2678  HISTORY     - 1957     GOOD             CGS
 GC2678
 GC2678                          STATION DESCRIPTION
 GC2678
 GC2678'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2678'STATION IS LOCATED ALONG 52ND STREET ROAD, ON FORT CAMPBELL MILITARY
 GC2678'RESERVATION, ON THE TENN.-KY. STATE LINE.  IT IS 72 FEET SOUTHWEST
 GC2678'OF A 4 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE AND 5.5
 GC2678'FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 GC2678'AND THE DISK IS STAMPED---BOUNDARY 1953---.
 GC2678'
 GC2678'REFERENCE MARK NO. 1 IS 20 FEET NORTHEAST OF A 4 INCH OAK TREE WITH A
 GC2678'TRIANGLE BLAZE ON THE WEST SIDE.  THE MARK PROJECTS 4 INCHES
 GC2678'AND THE DISK IS STAMPED---BOUNDARY NO. 1 1953---.
 GC2678'
 GC2678'REFERENCE MARK NO. 2 IS 3.9 FEET EAST OF TENN.-KY. BOUNDARY NO. 20.
 GC2678'THE MARK PROJECTS 4 INCHES AND THE DISK IS
 GC2678'STAMPED---BOUNDARY NO. 2 1953---.
 GC2678'
 GC2678'AZIMUTH MARK IS 88 FEET SOUTH OF THE CENTER OF 52ND STREET ROAD AND 3
 GC2678'FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 GC2678'AND THE DISK IS STAMPED---BOUNDARY 1953---.
 GC2678'
 GC2678'TENN.-KY. BOUNDARY NO. 20 IS 3.9 FEET WEST OF REFERENCE MARK NO. 2.
 GC2678'IT IS A 12 X 12 INCH CONCRETE POST PROJECTING 2.5 FEET.  IT HAS
 GC2678'TENN. ON THE SOUTH SIDE,
 GC2678'KY ON THE NORTH SIDE,
 GC2678'NO. 20 105 MIS ON THE WEST SIDE, AND
 GC2678'1858-9 ON THE EAST SIDE.
 GC2678'
 GC2678'TO REACH THE STATION FROM THE JUNCTION OF WEAVERS STORE ROAD AND
 GC2678'PAVED STREET IN LA FAYETTE, GO SOUTHWEST ON WEAVERS STORE ROAD
 GC2678'FOR 0.9 MILE TO GATE NO. 19, CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO
 GC2678'A GRAVEL CROSSROAD, TURN LEFT AND GO SOUTH AND EAST ON GRAVEL ROAD
 GC2678'(THIS IS 52ND STREET) FOR 1.8 MILE TO A WOODS ROAD RIGHT*, TURN RIGHT
 GC2678'AND GO SOUTH FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 GC2678'
 GC2678'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON GRAVEL ROAD
 GC2678'(52ND STREET) FOR 0.2 MILE TO THE MARK ON THE RIGHT AS
 GC2678'DESCRIBED.
 GC2678'
 GC2678'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2678
 GC2678                          STATION RECOVERY (1957)
 GC2678
 GC2678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2678'STATION, REFERENCE MARK AND AZIMUTH MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1043 ***********************************************************************
 HA1043  DESIGNATION -  BOUNDARY MARK
 HA1043  PID         -  HA1043
 HA1043  STATE/COUNTY-  KY/HENDERSON
 HA1043  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1043
 HA1043                         *CURRENT SURVEY CONTROL
 HA1043  ___________________________________________________________________
 HA1043* NAD 83(1986)-  37 55 08.     (N)    087 32 14.     (W)     SCALED    
 HA1043* NAVD 88     -       112.331  (meters)     368.54   (feet)  ADJUSTED  
 HA1043  ___________________________________________________________________
 HA1043  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HA1043  DYNAMIC HT  -         112.254 (meters)     368.29  (feet)  COMP
 HA1043  MODELED GRAV-     979,941.5   (mgal)                       NAVD 88
 HA1043
 HA1043  VERT ORDER  -  SECOND    CLASS 0
 HA1043
 HA1043.The horizontal coordinates were scaled from a topographic map and have
 HA1043.an estimated accuracy of +/- 6 seconds.
 HA1043
 HA1043.The orthometric height was determined by differential leveling
 HA1043.and adjusted by the National Geodetic Survey in June 1991..
 HA1043
 HA1043.The geoid height was determined by GEOID03.
 HA1043
 HA1043.The dynamic height is computed by dividing the NAVD 88
 HA1043.geopotential number by the normal gravity value computed on the
 HA1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1043.degrees latitude (g = 980.6199 gals.).
 HA1043
 HA1043.The modeled gravity was interpolated from observed gravity values.
 HA1043
 HA1043;                    North         East    Units  Estimated Accuracy
 HA1043;SPC KY1Z     - 1,177,470.    1,342,880.      MT  (+/- 180 meters Scaled)
 HA1043
 HA1043                          SUPERSEDED SURVEY CONTROL
 HA1043
 HA1043  NGVD 29 (??/??/92)  112.430  (m)          368.86   (f) ADJ UNCH    2 0
 HA1043
 HA1043.Superseded values are not recommended for survey control.
 HA1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1043.See file dsdata.txt to determine how the superseded data were derived.
 HA1043
 HA1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG527969(NAD 83)
 HA1043_MARKER: DB = BENCH MARK DISK
 HA1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1043+STABILITY: SURFACE MOTION
 HA1043
 HA1043  HISTORY     - Date     Condition        Report By
 HA1043  HISTORY     - UNK      MONUMENTED       CGS
 HA1043  HISTORY     - 1935     GOOD             NGS
 HA1043  HISTORY     - 1965     MARK NOT FOUND   NGS
 HA1043
 HA1043                          STATION DESCRIPTION
 HA1043
 HA1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA1043'2.6 MI SE FROM EVANSVILLE.
 HA1043'1.9 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE SOUTH CITY LIMITS
 HA1043'OF EVANSVILLE, VANDERBURGH COUNTY, THENCE 0.7 MILE EAST ALONG
 HA1043'THE OLD WATERWORKS ROAD, AT THE INDIANA-KENTUCKY STATE LINE, IN THE
 HA1043'SOUTHWEST ANGLE OF THE JUNCTION OF A DIRT ROAD LEADING TO GREEN
 HA1043'RIVER GARDEN, 156 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD
 HA1043'WATERWORKS ROAD, 50 FEET NORTHWEST OF THE CENTERLINE OF THE
 HA1043'GREEN RIVER GARDEN ROAD, AND IN A CULTIVATED FIELD.  THE TOP OF
 HA1043'AN IRON POST PROJECTING ABOUT 2 FEET ABOVE THE GROUND AND MARKING
 HA1043'THE INDIANA-KENTUCKY STATE LINE.
 HA1043
 HA1043                          STATION RECOVERY (1965)
 HA1043
 HA1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HA1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2451 ***********************************************************************
 GC2451  DESIGNATION -  BOUNDARY MARKER NEAR DAVENPORT
 GC2451  PID         -  GC2451
 GC2451  STATE/COUNTY-  KY/TODD
 GC2451  USGS QUAD   -  TRENTON (1974)
 GC2451
 GC2451                         *CURRENT SURVEY CONTROL
 GC2451  ___________________________________________________________________
 GC2451* NAD 83(1993)-  36 38 30.54385(N)    087 17 00.89316(W)     ADJUSTED  
 GC2451* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 GC2451  ___________________________________________________________________
 GC2451  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 GC2451  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2451
 GC2451  HORZ ORDER  -  SECOND
 GC2451
 GC2451.The horizontal coordinates were established by classical geodetic methods
 GC2451.and adjusted by the National Geodetic Survey in December 1995..
 GC2451
 GC2451.The orthometric height was scaled from a topographic map.
 GC2451
 GC2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2451
 GC2451.The geoid height was determined by GEOID03.
 GC2451
 GC2451;                    North         East     Units Scale Factor Converg.
 GC2451;SPC KY1Z     - 1,035,365.650 1,362,843.406   MT  1.00013486   -0 56 29.6
 GC2451;SPC KY1Z     - 3,396,862.14  4,471,262.07   sFT  1.00013486   -0 56 29.6
 GC2451;SPC KY S     -   535,346.895   362,859.299   MT  1.00001787   -0 55 48.2
 GC2451;SPC KY S     - 1,756,383.94  1,190,480.88   sFT  1.00001787   -0 55 48.2
 GC2451;SPC TN       -   256,886.758   485,210.406   MT  1.00004769   -0 45 05.3
 GC2451;SPC TN       -   842,802.64  1,591,894.47   sFT  1.00004769   -0 45 05.3
 GC2451;UTM  16      - 4,055,176.688   474,650.150   MT  0.99960792   -0 10 09.3
 GC2451
 GC2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2451!SPC KY1Z     -   0.99997860  x   1.00013486  =   1.00011346
 GC2451!SPC KY S     -   0.99997860  x   1.00001787  =   0.99999647
 GC2451!SPC TN       -   0.99997860  x   1.00004769  =   1.00002629
 GC2451!UTM  16      -   0.99997860  x   0.99960792  =   0.99958653
 GC2451
 GC2451                          SUPERSEDED SURVEY CONTROL
 GC2451
 GC2451  NAD 83(1986)-  36 38 30.55306(N)    087 17 00.89593(W) AD(       ) 2
 GC2451  NAD 27      -  36 38 30.38700(N)    087 17 00.87600(W) AD(       ) 2
 GC2451
 GC2451.Superseded values are not recommended for survey control.
 GC2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2451.See file dsdata.txt to determine how the superseded data were derived.
 GC2451
 GC2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7465055177(NAD 83)
 GC2451_MARKER: V = STONE MONUMENT
 GC2451_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC2451_SP_SET: METAL PIPE IMBEDDED IN GROUND
 GC2451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2451
 GC2451  HISTORY     - Date     Condition        Report By
 GC2451  HISTORY     - 1953     MONUMENTED       CGS
 GC2451  HISTORY     - 19910420 POOR             KAPS
 GC2451
 GC2451                          STATION DESCRIPTION
 GC2451
 GC2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2451'STATION IS LOCATED ALONG THE KENTUCKY-TENNESSEE STATE LINE ABOUT 6
 GC2451'MILES SOUTH OF TRENTON. IT IS 2 FEET SOUTH OF A FENCE. THE MARK
 GC2451'IS AN 8X8 INCH STONE POST WHICH PROJECTS ABOUT 8 INCHES AND HAS A
 GC2451'CROSS CHISELED IN THE TOP. THE FOLLOWING LETTERING IS
 GC2451'CHISELED ON THE SIDES OF THE MARK - KY ON THE NORTH SIDE, TENN ON THE
 GC2451'SOUTH SIDE AND 1858-9 ON THE EAST SIDE.
 GC2451'
 GC2451'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DAVENPORT
 GC2451'1934. THE DISTANCE IS 198.493 METERS, 651.22 FEET.
 GC2451'
 GC2451'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 GC2451'HIGHWAY 104 IN TRENTON, GO SOUTH ON HIGHWAY 104 FOR 5.3 MILES TO A
 GC2451'GRAVEL ROAD LEFT. TURN LEFT ON GRAVEL ROAD AND GO 0.5 MILE TO THE END
 GC2451'OF THE GRAVEL ROAD AND MRS. ADA HOWELLS HOUSE. PASS THROUGH GATE
 GC2451'AND GO SOUTH AND EAST ON FARM ROAD FOR 0.25 MILES TO A HOUSE.
 GC2451'CONTINUE ON FARM ROAD FOR 0.15 MILE TO A GATE. GO THROUGH GATE
 GC2451'AND TURN LEFT AND GO EAST FOR 0.1 MILE TO FENCE CORNER. TURN RIGHT
 GC2451'AND GO SOUTH FOR 0.35 MILE TO A FENCE CORNER AND A GATE LEFT. GO
 GC2451'THROUGH GATE AND TURN RIGHT ALONG EAST SIDE OF FENCE FOR 0.15 MILE
 GC2451'TO FENCE CORNER. TURN LEFT ALONG THE NORTH SIDE OF FENCE AND GO 0.25
 GC2451'MILE TO THE MARK ON THE SOUTH SIDE OF THE FENCE AS DESCRIBED.
 GC2451
 GC2451                          STATION RECOVERY (1991)
 GC2451
 GC2451'RECOVERY NOTE BY KENTUCKY ASSOC PROF SURV 1991 (JR)
 GC2451'REPORTING RECOVERY ON BEHALF OF KENTUCKY ASSOCIATION OF PROFESSIONAL
 GC2451'SURVEYORS AND TENNESSEE ASSOCIATION OF PROFESSIONAL SURVEYORS.
 GC2451'RECOVERY NOTES TAKEN FROM FOUR STEPS WEST, HISTORY OF THE BOUNDARY
 GC2451'BETWEEN VA. AND N.C - KY. AND TENN., BICENTENNIAL EDITION, 1992.
 GC2451' 
 GC2451'KY-TN MONUMENT 24
 GC2451' 
 GC2451'DESCRIPTION AND CONDITION -  TOP EIGHTEEN INCHES OF MONUMENT IS BROKEN
 GC2451'OFF.  BASE FOUND IN APPARENT ORIGINAL POSITION.  RESET TOP ONTO BOTTOM
 GC2451'SECTION.  TOP SECTION CHIPPED IN PLACES.  BASE SECTION IS
 GC2451'APPROXIMATELY SIX INCHES UNDERGROUND.
 GC2451' 
 GC2451'DIRECTIONS -  IN MONTGOMERY COUNTY, TN AT INTERSECTION OF TN HWY 48
 GC2451'AND I-24, TRAVEL NORTH 0.2 MILE ON TN HWY 48.  TURN RIGHT ON TYLERTOWN
 GC2451'ROAD.  TRAVEL EAST 1.8 MILES AND TURN LEFT ON SUITER ROAD.  TRAVEL
 GC2451'NORTH 0.65 MILE TO STATE LINE AND CONTINUE WEST ALONG FENCE 516 FEET
 GC2451'TO MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2682 ***********************************************************************
 GC2682  DESIGNATION -  BOUNDARY MON 19 ECC
 GC2682  PID         -  GC2682
 GC2682  STATE/COUNTY-  KY/TRIGG
 GC2682  USGS QUAD   -  ROARING SPRING (1982)
 GC2682
 GC2682                         *CURRENT SURVEY CONTROL
 GC2682  ___________________________________________________________________
 GC2682* NAD 83(1993)-  36 38 10.86855(N)    087 43 46.90460(W)     ADJUSTED  
 GC2682* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 GC2682  ___________________________________________________________________
 GC2682  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 GC2682  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC2682
 GC2682  HORZ ORDER  -  THIRD
 GC2682
 GC2682.The horizontal coordinates were established by classical geodetic methods
 GC2682.and adjusted by the National Geodetic Survey in December 1995..
 GC2682
 GC2682.The orthometric height was scaled from a topographic map.
 GC2682
 GC2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2682
 GC2682.The geoid height was determined by GEOID03.
 GC2682
 GC2682;                    North         East     Units Scale Factor Converg.
 GC2682;SPC KY1Z     - 1,035,510.226 1,322,937.403   MT  1.00013689   -1 12 55.6
 GC2682;SPC KY1Z     - 3,397,336.47  4,340,337.13   sFT  1.00013689   -1 12 55.6
 GC2682;SPC KY S     -   535,482.280   322,957.949   MT  1.00001902   -1 12 02.2
 GC2682;SPC KY S     - 1,756,828.11  1,059,571.20   sFT  1.00001902   -1 12 02.2
 GC2682;SPC TN       -   256,894.498   445,307.685   MT  1.00004635   -1 00 45.5
 GC2682;SPC TN       -   842,828.03  1,460,980.30   sFT  1.00004635   -1 00 45.5
 GC2682;UTM  16      - 4,054,780.883   434,766.156   MT  0.99965243   -0 26 07.6
 GC2682
 GC2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2682!SPC KY1Z     -   0.99997321  x   1.00013689  =   1.00011010
 GC2682!SPC KY S     -   0.99997321  x   1.00001902  =   0.99999223
 GC2682!SPC TN       -   0.99997321  x   1.00004635  =   1.00001956
 GC2682!UTM  16      -   0.99997321  x   0.99965243  =   0.99962565
 GC2682
 GC2682|---------------------------------------------------------------------|
 GC2682| PID    Reference Object                     Distance      Geod. Az  |
 GC2682|                                                           dddmmss.s |
 GC2682| CG5664 BOUNDARY MON 19 ECC RM 1             29.267 METERS 11630     |
 GC2682| GC2683 BOUNDARY MONUMENT 19 1934             6.011 METERS 12630     |
 GC2682| CG5665 BOUNDARY MON 19 ECC RM 2             31.187 METERS 25612     |
 GC2682| GC2689 HOWELL                              APPROX. 9.8 KM 2940200.3 |
 GC2682| CG5663 BOUNDARY MON 19 ECC AZ MK                          3332811.3 |
 GC2682|---------------------------------------------------------------------|
 GC2682
 GC2682                          SUPERSEDED SURVEY CONTROL
 GC2682
 GC2682  NAD 83(1986)-  36 38 10.87726(N)    087 43 46.90686(W) AD(       ) 3
 GC2682  NAD 27      -  36 38 10.70200(N)    087 43 46.85400(W) AD(       ) 3
 GC2682
 GC2682.Superseded values are not recommended for survey control.
 GC2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2682.See file dsdata.txt to determine how the superseded data were derived.
 GC2682
 GC2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3476654781(NAD 83)
 GC2682_MARKER: DU = BOUNDARY MARKER
 GC2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2682_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2682
 GC2682  HISTORY     - Date     Condition        Report By
 GC2682  HISTORY     - 1934     MONUMENTED       CGS
 GC2682
 GC2682                          STATION DESCRIPTION
 GC2682
 GC2682'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2682'ABOUT 6-1/2 MILES EAST-NORTHEAST OF BUMPUS MILLS, 6.8 MILES EAST OF
 GC2682'SOUTHEAST CORNER OF JOG IN STATE LINE, AND ON NORTH SIDE OF
 GC2682'STATELINE ROAD.  TO REACH FROM POST OFFICE IN BUMPUS MILLS, GO NORTH
 GC2682'ON MAIN CADIZ ROAD 5.3 MILES TO CROSSROAD (THIS CROSSROAD IS
 GC2682'14.1 MILES SOUTH OF CADIZ COURTHOUSE), TURN RIGHT (EAST) AND KEEP TO
 GC2682'MAIN STRAIGHT ROAD 1.4 MILES TO FORKS AT TWO MAIL BOXES (ONE
 GC2682'LARGE), TAKE LEFT FORK AND GO 0.75 MILE TO T-ROAD, TURN RIGHT AND GO
 GC2682'1.1 MILES TO FORKS AT MAIL BOXES, TAKE LEFT FORK AND GO 0.75
 GC2682'MILE TO T-ROAD WITH FARMHOUSE AHEAD, TURN LEFT AND GO 0.25 MILE
 GC2682'TO FORKS JUST BEYOND STORE ON LEFT, TAKE RIGHT FORK ACROSS CREEK FORD
 GC2682'AND GO 0.9 MILE TO ROAD FORK IN WOODS, TAKE LEFT FORK AND GO ON
 GC2682'MAIN STRAIGHT ROAD 1.5 MILES (OR 0.2 MILE BEYOND SMALL WOODEN BRIDGE)
 GC2682'TO SUMMIT OF HILL AND STATION SITE.  STATION IS 15 YARDS WEST OF
 GC2682'HIGHEST POINT OF ROAD, ON FENCE LINE, 16.5 FEET NORTH OF CENTER LINE
 GC2682'OF ROAD, AND 19 YARDS WEST OF FORK TO SOUTHWEST.  SURFACE AND
 GC2682'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2682'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 GC2682'CONCRETE.  NO. 1 IS 20 FEET SOUTH OF CENTER LINE OF MAIN
 GC2682'ROAD, 3 FEET ABOVE ROAD, 1 FOOT OUTSIDE OF WIRE FENCE, AND 96.02 FEET
 GC2682'FROM STATION, S 63 DEG 30 MIN E.  NO. 2 IS 14 FEET SOUTH OF
 GC2682'CENTER LINE OF ROAD, OPPOSITE SMALL POND 50 YARDS TO NORTH, AND
 GC2682'102.32 FEET FROM STATION, S 76 DEG 12 MIN W.  AZIMUTH MARK
 GC2682'IS 50 YARDS NORTHWEST OF CULTIVATED FIELD, IN PASTURE, 10 FEET EAST
 GC2682'OF CENTER LINE OF DIM FIELD ROAD, AND 975 FEET FROM STATION,
 GC2682'N 26 DEG 31 MIN 52 SEC W.  KENTUCKY-TENNESSEE BOUNDARY
 GC2682'MONUMENT NO. 19 (SEE DESCRIPTION THEREOF) IS 19.72 FEET FROM STATION,
 GC2682'S 53 DEG 30 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2677 ***********************************************************************
 GC2677  DESIGNATION -  BOUNDARY MON 20 KY TN
 GC2677  PID         -  GC2677
 GC2677  STATE/COUNTY-  KY/CHRISTIAN
 GC2677  USGS QUAD   -  ROARING SPRING (1982)
 GC2677
 GC2677                         *CURRENT SURVEY CONTROL
 GC2677  ___________________________________________________________________
 GC2677* NAD 83(1993)-  36 38 16.48034(N)    087 38 56.62716(W)     ADJUSTED  
 GC2677* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 GC2677  ___________________________________________________________________
 GC2677  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 GC2677  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC2677
 GC2677  HORZ ORDER  -  SECOND
 GC2677
 GC2677.The horizontal coordinates were established by classical geodetic methods
 GC2677.and adjusted by the National Geodetic Survey in December 1995..
 GC2677
 GC2677.The orthometric height was scaled from a topographic map.
 GC2677
 GC2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2677
 GC2677.The geoid height was determined by GEOID03.
 GC2677
 GC2677;                    North         East     Units Scale Factor Converg.
 GC2677;SPC KY1Z     - 1,035,533.326 1,330,151.632   MT  1.00013631   -1 09 57.4
 GC2677;SPC KY1Z     - 3,397,412.25  4,364,005.81   sFT  1.00013631   -1 09 57.4
 GC2677;SPC KY S     -   535,507.209   330,171.323   MT  1.00001869   -1 09 06.2
 GC2677;SPC KY S     - 1,756,909.90  1,083,237.08   sFT  1.00001869   -1 09 06.2
 GC2677;SPC TN       -   256,942.987   452,521.138   MT  1.00004673   -0 57 55.5
 GC2677;SPC TN       -   842,987.12  1,484,646.43   sFT  1.00004673   -0 57 55.5
 GC2677;UTM  16      - 4,054,902.043   441,975.871   MT  0.99964148   -0 23 14.4
 GC2677
 GC2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2677!SPC KY1Z     -   0.99997762  x   1.00013631  =   1.00011393
 GC2677!SPC KY S     -   0.99997762  x   1.00001869  =   0.99999631
 GC2677!SPC TN       -   0.99997762  x   1.00004673  =   1.00002435
 GC2677!UTM  16      -   0.99997762  x   0.99964148  =   0.99961911
 GC2677
 GC2677                          SUPERSEDED SURVEY CONTROL
 GC2677
 GC2677  NAD 83(1986)-  36 38 16.48916(N)    087 38 56.62982(W) AD(       ) 2
 GC2677  NAD 27      -  36 38 16.31400(N)    087 38 56.57300(W) AD(       ) 2
 GC2677
 GC2677.Superseded values are not recommended for survey control.
 GC2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2677.See file dsdata.txt to determine how the superseded data were derived.
 GC2677
 GC2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4197654902(NAD 83)
 GC2677_MARKER: DU = BOUNDARY MARKER
 GC2677_SETTING: 0 = UNSPECIFIED SETTING
 GC2677_STAMPING: N KY, S TENN, W NO. 20 105 MIS, E 1858-9
 GC2677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2677
 GC2677  HISTORY     - Date     Condition        Report By
 GC2677  HISTORY     - 1858     MONUMENTED       CGS
 GC2677  HISTORY     - 19910220 GOOD             KAPS
 GC2677
 GC2677                          STATION DESCRIPTION
 GC2677
 GC2677'DESCRIBED BY COAST AND GEODETIC SURVEY 1858 (ELJ)
 GC2677'STATION IS LOCATED ON THE FORT CAMPBELL MILITARY RESERVATION, ON THE
 GC2677'TENN-KY. STATE LINE.  IT IS 3.9 FEET WEST OF TRIANGULATION
 GC2677'STATION BOUNDARY REFERENCE MARK NO. 2.  THE MARK IS A 12 X 12 INCH
 GC2677'CONCRETE POST PROJECTING 2.5 FEET.  IT HAS
 GC2677'TENN ON THE SOUTH SIDE,
 GC2677'KY ON THE NORTH SIDE,
 GC2677'NO. 20 105 MIS ON THE WEST SIDE, AND
 GC2677'1858-9 ON THE EAST SIDE
 GC2677'AND HAS A BRASS BOLT IN THE CENTER OF THE TOP.
 GC2677'
 GC2677'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BOUNDARY,
 GC2677'DISTANCE BEING 82.3 FEET (25.08 METERS).
 GC2677'
 GC2677'TO REACH THE STATION FROM THE JUNCTION OF WEAVERS STORE ROAD AND
 GC2677'PAVED STREET IN LA FAYETTE, GO SOUTHWEST ON WEAVERS STORE ROAD
 GC2677'FOR 0.9 MILE TO GATE NO. 19.  CONTINUE STRAIGHT AHEAD FOR 0.05 MILE
 GC2677'TO A GRAVEL CROSSROAD, TURN LEFT AND GO SOUTH AND EAST ON GRAVEL
 GC2677'ROAD (THIS IS 52ND STREET) FOR 1.8 MILE TO A WOODS ROAD RIGHT.  TURN
 GC2677'RIGHT AND GO SOUTH FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 GC2677
 GC2677                          STATION RECOVERY (1991)
 GC2677
 GC2677'RECOVERY NOTE BY KENTUCKY ASSOC PROF SURV 1991 (DH)
 GC2677'REPORTING RECOVERY ON BEHALF OF KENTUCKY ASSOCIATION OF PROFESSIONAL
 GC2677'SURVEYORS AND TENNESSEE ASSOCIATION OF PROFESSIONAL SURVEYORS.
 GC2677'RECOVERY NOTES TAKEN FROM FOUR STEPS WEST, HISTORY OF THE BOUNDARY
 GC2677'BETWEEN VA. AND N.C - KY. AND TENN., BICENTENNIAL EDITION, 1992.
 GC2677' 
 GC2677'KY-TN MONUMENT 20
 GC2677' 
 GC2677'DESCRIPTION AND CONDITION -  MONUMENT IS IN GOOD CONDITION.  THERE IS
 GC2677'ALSO A U.S. COAST AND GEODETIC SURVEY REFERENCE MARKER APPROXIMATELY
 GC2677'THREE FEET EAST OF THE STATE LINE MARKER.
 GC2677' 
 GC2677'DIRECTIONS -  FROM THE JUNCTION OF GRANT ROAD WITH ANGEL ROAD, GO WEST
 GC2677'ON ANGEL ROAD 0.7 MILE TO THE JUNCTION OF AN UNIMPROVED ROAD WITH
 GC2677'ANGEL ROAD.  TRAVEL SOUTH ALONG THE UNIMPROVED ROAD 425 FEET FROM THE
 GC2677'CENTER OF ANGEL ROAD TO THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2683 ***********************************************************************
 GC2683  DESIGNATION -  BOUNDARY MONUMENT 19 1934
 GC2683  PID         -  GC2683
 GC2683  STATE/COUNTY-  KY/TRIGG
 GC2683  USGS QUAD   -  ROARING SPRING (1982)
 GC2683
 GC2683                         *CURRENT SURVEY CONTROL
 GC2683  ___________________________________________________________________
 GC2683* NAD 83(1993)-  36 38 10.75255(N)    087 43 46.71010(W)     ADJUSTED  
 GC2683* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 GC2683  ___________________________________________________________________
 GC2683  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 GC2683  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC2683
 GC2683  HORZ ORDER  -  SECOND
 GC2683
 GC2683.The horizontal coordinates were established by classical geodetic methods
 GC2683.and adjusted by the National Geodetic Survey in December 1995..
 GC2683
 GC2683.The orthometric height was scaled from a topographic map.
 GC2683
 GC2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2683
 GC2683.The geoid height was determined by GEOID03.
 GC2683
 GC2683;                    North         East     Units Scale Factor Converg.
 GC2683;SPC KY1Z     - 1,035,506.548 1,322,942.159   MT  1.00013691   -1 12 55.5
 GC2683;SPC KY1Z     - 3,397,324.40  4,340,352.73   sFT  1.00013691   -1 12 55.5
 GC2683;SPC KY S     -   535,478.604   322,962.705   MT  1.00001902   -1 12 02.1
 GC2683;SPC KY S     - 1,756,816.05  1,059,586.81   sFT  1.00001902   -1 12 02.1
 GC2683;SPC TN       -   256,890.838   445,312.453   MT  1.00004634   -1 00 45.4
 GC2683;SPC TN       -   842,816.02  1,460,995.94   sFT  1.00004634   -1 00 45.4
 GC2683;UTM  16      - 4,054,777.272   434,770.959   MT  0.99965242   -0 26 07.5
 GC2683
 GC2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2683!SPC KY1Z     -   0.99997321  x   1.00013691  =   1.00011012
 GC2683!SPC KY S     -   0.99997321  x   1.00001902  =   0.99999223
 GC2683!SPC TN       -   0.99997321  x   1.00004634  =   1.00001955
 GC2683!UTM  16      -   0.99997321  x   0.99965242  =   0.99962564
 GC2683
 GC2683                          SUPERSEDED SURVEY CONTROL
 GC2683
 GC2683  NAD 83(1986)-  36 38 10.76126(N)    087 43 46.71237(W) AD(       ) 2
 GC2683  NAD 27      -  36 38 10.58600(N)    087 43 46.66000(W) AD(       ) 2
 GC2683
 GC2683.Superseded values are not recommended for survey control.
 GC2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2683.See file dsdata.txt to determine how the superseded data were derived.
 GC2683
 GC2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3477154777(NAD 83)
 GC2683_MARKER: V = STONE MONUMENT
 GC2683_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2683_SP_SET: OBJECT IMBEDDED IN GROUND
 GC2683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2683
 GC2683  HISTORY     - Date     Condition        Report By
 GC2683  HISTORY     - 1934     MONUMENTED       CGS
 GC2683  HISTORY     - 19910220 MARK NOT FOUND   KAPS
 GC2683
 GC2683                          STATION DESCRIPTION
 GC2683
 GC2683'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2683'ON KENTUCKY-TENNESSEE STATE LINE, 19.72 FEET IN AZIMUTH 306 DEG 30
 GC2683'MIN FROM STATION KENTUCKY-TENNESSEE BOUNDARY MONUMENT NO. 19
 GC2683'ECCENTRIC (SEE DESCRIPTION THEREOF).  MARKER BY IRREGULAR
 GC2683'RECTANGULAR-SHAPED SANDSTONE BLOCK, 10 INCHES SQUARE AT TOP,
 GC2683'PROJECTING 30 INCHES ABOVE GROUND, AND WITH INSCRIPTIONS AS FOLLOWS.
 GC2683'ON SOUTH SIDE, TENN., ON EAST SIDE, 1858, AND ON WEST SIDE, NO. 19 -
 GC2683'100 MI.
 GC2683
 GC2683                          STATION RECOVERY (1991)
 GC2683
 GC2683'RECOVERY NOTE BY KENTUCKY ASSOC PROF SURV 1991 (DH)
 GC2683'REPORTING RECOVERY ON BEHALF OF KENTUCKY ASSOCIATION OF PROFESSIONAL
 GC2683'SURVEYORS AND TENNESSEE ASSOCIATION OF PROFESSIONAL SURVEYORS.
 GC2683'RECOVERY NOTES TAKEN FROM FOUR STEPS WEST, HISTORY OF THE BOUNDARY
 GC2683'BETWEEN VA. AND N.C - KY. AND TENN., BICENTENNIAL EDITION, 1992.
 GC2683' 
 GC2683'KY-TN MONUMENT 19
 GC2683' 
 GC2683'DESCRIPTION AND CONDITION -  THE MONUMENT IS IN THE FORT CAMPBELL
 GC2683'ARTILLERY IMPACT AREA (AN OFF-LIMITS AREA).  WORKERS AT FORT CAMPBELL
 GC2683'WHO ARE FAMILIAR WITH THE AREA SAY THAT THE MONUMENT IS MISSING.  IT
 GC2683'HAS BEEN REPLACED BY A BRASS PLATE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0051 ***********************************************************************
 GC0051  CBN         -  This is a Cooperative Base Network Control Station.
 GC0051  PACS        -  This is a Primary Airport Control Station.
 GC0051  DESIGNATION -  BOWL PORT
 GC0051  PID         -  GC0051
 GC0051  STATE/COUNTY-  KY/WARREN
 GC0051  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0051
 GC0051                         *CURRENT SURVEY CONTROL
 GC0051  ___________________________________________________________________
 GC0051* NAD 83(1993)-  36 57 41.82528(N)    086 25 30.08551(W)     ADJUSTED  
 GC0051* NAVD 88     -       162.565  (meters)     533.35   (feet)  ADJUSTED  
 GC0051  ___________________________________________________________________
 GC0051  X           -     318,174.533 (meters)                     COMP
 GC0051  Y           -  -5,092,731.546 (meters)                     COMP
 GC0051  Z           -   3,814,069.979 (meters)                     COMP
 GC0051  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GC0051  ELLIP HEIGHT-         132.18  (meters)          (11/03/04) GPS OBS
 GC0051  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GC0051  DYNAMIC HT  -         162.439 (meters)     532.94  (feet)  COMP
 GC0051  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 GC0051
 GC0051  HORZ ORDER  -  B
 GC0051  VERT ORDER  -  SECOND    CLASS 0
 GC0051  ELLP ORDER  -  THIRD     CLASS I
 GC0051
 GC0051.This mark is at Bowling Green-Warren Co Reg Airport (BWG)
 GC0051
 GC0051.The horizontal coordinates were established by GPS observations
 GC0051.and adjusted by the National Geodetic Survey in September 1994..
 GC0051
 GC0051.The orthometric height was determined by differential leveling
 GC0051.and adjusted by the National Geodetic Survey in June 1991..
 GC0051
 GC0051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC0051
 GC0051.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0051
 GC0051.The ellipsoidal height was determined by GPS observations
 GC0051.and is referenced to NAD 83.
 GC0051
 GC0051.The geoid height was determined by GEOID03.
 GC0051
 GC0051.The dynamic height is computed by dividing the NAVD 88
 GC0051.geopotential number by the normal gravity value computed on the
 GC0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0051.degrees latitude (g = 980.6199 gals.).
 GC0051
 GC0051.The modeled gravity was interpolated from observed gravity values.
 GC0051
 GC0051;                    North         East     Units Scale Factor Converg.
 GC0051;SPC KY1Z     - 1,069,948.445 1,439,883.460   MT  1.00003135   -0 24 52.0
 GC0051;SPC KY1Z     - 3,510,322.52  4,724,017.65   sFT  1.00003135   -0 24 52.0
 GC0051;SPC KY S     -   569,937.685   439,887.350   MT  0.99996641   -0 24 33.8
 GC0051;SPC KY S     - 1,869,870.55  1,443,197.08   sFT  0.99996641   -0 24 33.8
 GC0051;UTM  16      - 4,090,768.987   551,185.068   MT  0.99963227   +0 20 44.6
 GC0051
 GC0051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0051!SPC KY1Z     -   0.99997926  x   1.00003135  =   1.00001061
 GC0051!SPC KY S     -   0.99997926  x   0.99996641  =   0.99994567
 GC0051!UTM  16      -   0.99997926  x   0.99963227  =   0.99961153
 GC0051
 GC0051:                Primary Azimuth Mark                     Grid Az
 GC0051:SPC KY1Z     -  BOWLING GREEN STA WLBJ S MAST            026 33 06.1
 GC0051:SPC KY S     -  BOWLING GREEN STA WLBJ S MAST            026 32 47.9
 GC0051:UTM  16      -  BOWLING GREEN STA WLBJ S MAST            025 47 29.5
 GC0051
 GC0051|---------------------------------------------------------------------|
 GC0051| PID    Reference Object                     Distance      Geod. Az  |
 GC0051|                                                           dddmmss.s |
 GC0051| GC2126 BOWLING GREEN STA WLBJ S MAST       APPROX. 4.2 KM 0260814.1 |
 GC0051| GC0053 BOWL PORT RM 1                       14.098 METERS 08554     |
 GC0051| GC0054 BOWL PORT AZ MK                     APPROX. 1.0 KM 1095737.5 |
 GC0051| AE2590 BOWL PORT RM 3                       14.955 METERS 16608     |
 GC0051| GC0052 BOWL PORT RM 2                       12.094 METERS 16623     |
 GC0051| GC2773 FAA BWG STA A 2 AP                  203.142 METERS 17228     |
 GC0051| GC2129 BOWLING GREEN WARREN CO APT BN       60.992 METERS 28139     |
 GC0051|---------------------------------------------------------------------|
 GC0051
 GC0051                          SUPERSEDED SURVEY CONTROL
 GC0051
 GC0051  ELLIP H (09/07/94)  132.24   (m)                       GP(       ) 4 1
 GC0051  NAD 83(1986)-  36 57 41.83352(N)    086 25 30.09113(W) AD(       ) 3
 GC0051  NAD 27      -  36 57 41.69020(N)    086 25 30.12570(W) AD(       ) 3
 GC0051  NAVD 88 (01/09/97)  162.56   (m)          533.3    (f) LEVELING    3  
 GC0051  NGVD 29 (??/??/92)  162.696  (m)          533.78   (f) ADJ UNCH    2 0
 GC0051
 GC0051.Superseded values are not recommended for survey control.
 GC0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0051.See file dsdata.txt to determine how the superseded data were derived.
 GC0051
 GC0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5118590769(NAD 83)
 GC0051_MARKER: DS = TRIANGULATION STATION DISK
 GC0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0051_SP_SET: CONCRETE POST
 GC0051_STAMPING: BOWL PORT 1952
 GC0051_MARK LOGO: CGS   
 GC0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0051+STABILITY: SURFACE MOTION
 GC0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0051+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GC0051
 GC0051  HISTORY     - Date     Condition        Report By
 GC0051  HISTORY     - 1952     MONUMENTED       CGS
 GC0051  HISTORY     - 1954     GOOD             CGS
 GC0051  HISTORY     - 1964     GOOD             PAS
 GC0051  HISTORY     - 1964     GOOD             NGS
 GC0051  HISTORY     - 1965     GOOD             CGS
 GC0051  HISTORY     - 1974     GOOD             NGS
 GC0051  HISTORY     - 1974     GOOD             NGS
 GC0051  HISTORY     - 1979     GOOD             NGS
 GC0051  HISTORY     - 19860404 GOOD             NGS
 GC0051  HISTORY     - 19940120 GOOD             NGS
 GC0051  HISTORY     - 19951110 GOOD             LOWE
 GC0051  HISTORY     - 19960811 GOOD             NGS
 GC0051  HISTORY     - 20010925 GOOD             KYDT
 GC0051  HISTORY     - 20021217 GOOD             WOOLPT
 GC0051
 GC0051                          STATION DESCRIPTION
 GC0051
 GC0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC0051'STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF BOWLING GREEN ON THE
 GC0051'BOWLING GREEN, WARREN COUNTY AIRPORT PROPERTY. IT IS 102.5 FEET
 GC0051'EAST OF THE SOUTHEAST CORNER OF A FRAME BUILDING, 46 FEET WEST OF THE
 GC0051'CONCRETE BASE OF THE WIND T AND 4 FEET NORTHEAST OF THE NORTHEAST
 GC0051'EDGE OF THE NORTH-SOUTH TAXI STRIP. THE MARK IS FLUSH AND THE DISK IS
 GC0051'STAMPED BOWL PORT 1952.
 GC0051'
 GC0051'REFERENCE MARK NO. 1 IS A STANDARD TRIANGULATION REFERENCE MARK DISK
 GC0051'SET FLUSH IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE
 GC0051'BASE OF THE WIND T AND IS STAMPED BOWL PORT NO. 1 1952.
 GC0051'
 GC0051'REFERENCE MARK NO. 2 IS 56 FEET SOUTHWEST OF THE WIND T AND 2 FEET
 GC0051'NORTHEAST OF THE NORTHEAST EDGE OF THE NORTH-SOUTH TAXI STRIP. THE
 GC0051'MARK IS FLUSH AND THE DISK IS STAMPED BOWL PORT NO. 2 1952.
 GC0051'
 GC0051'AZIMUTH MARK IS A STANDARD TRIANGULATION AZIMUTH MARK DISK SET FLUSH
 GC0051'IN A DRILL HOLE IN THE CONCRETE BASE OF THE WEST RUNWAY LIGHT AT
 GC0051'THE SOUTH END OF THE RUNWAY AND IS STAMPED BOWL PORT 1952.
 GC0051'
 GC0051'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE EAST-WEST
 GC0051'TAXI STRIP FOR 0.1 MILE TO THE RUNWAY, GO SOUTHEAST ON
 GC0051'RUNWAY FOR 0.5 MILE TO THE END OF RUNWAY AND THE AZIMUTH MARK AS
 GC0051'DESCRIBED.
 GC0051'
 GC0051'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 GC0051
 GC0051                          STATION RECOVERY (1954)
 GC0051
 GC0051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CS)
 GC0051'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 GC0051'WERE RECOVERED IN GOOD CONDITION. THE DISTANCES FROM STATION TO
 GC0051'REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT. THE DESCRIPTION
 GC0051'IS COMPLETE AND ADEQUATE.
 GC0051
 GC0051                          STATION RECOVERY (1964)
 GC0051
 GC0051'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1964 (HB)
 GC0051'STATION FOUND AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION EXCEPT
 GC0051'R.M. NO. 2, WHICH WAS LEANING AT A 45 DEGREE ANGLE. R.M. NO. 3
 GC0051'WAS SET BY THIS PARTY.
 GC0051'
 GC0051'R.M. 3 IS LOCATED 62.0 FEET SOUTHWEST OF WIND-T, 2.3 FEET NORTHEAST
 GC0051'OF THE NORTHEAST EDGE OF THE NORTH-SOUTH TAXI STRIP. THE MARK IS SET
 GC0051'FLUSH WITH THE GROUND AND THE STANDARD USC AND GS REFERENCE TABLET IS
 GC0051'STAMPED BOWL PORT NO. 3 1952.
 GC0051'
 GC0051'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 GC0051
 GC0051                          STATION RECOVERY (1964)
 GC0051
 GC0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GC0051'1.8 MI SE FROM BOWLING GREEN.
 GC0051'MARK IS LOCATED ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 231
 GC0051'FROM THE INTERSECTION OF LAUREL AVENUE (U.S. HIGHWAY 31W BY-PASS)
 GC0051'AT BOWLING GREEN, THENCE ABOUT 0.4 MILE EAST ALONG BLACKTOP DRIVE
 GC0051'AT THE BOWLING GREEN-WARREN COUNTY AIRPORT, ABOUT 0.1 MILE
 GC0051'SOUTHEAST OF THE AIRPORT TERMINAL BUILDING, 3 FEET EAST OF EAST
 GC0051'EDGE OF NORTH-SOUTH TAXI STRIP, 102.5 FEET EAST-SOUTHEAST OF
 GC0051'SOUTHEAST CORNER OF FRAME BUILDING OF U.S. WEATHER BUREAU, 91 FEET
 GC0051'SOUTH OF CENTERLINE OF EAST-WEST TAXI STRIP, ABOUT LEVEL WITH
 GC0051'TAXI STRIP AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GC0051'GROUND AND STAMPED BOWL PORT 1952.
 GC0051
 GC0051                          STATION RECOVERY (1965)
 GC0051
 GC0051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MHF)
 GC0051'STATION RECOVERED IN GOOD CONDITION. THE PREVIOUS DESCRIPTION BY H.J.
 GC0051'BOZZO IN 1955 IS ADEQUATE FOR RECOVERY.
 GC0051
 GC0051                          STATION RECOVERY (1974)
 GC0051
 GC0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 GC0051'THE STATION, REFERENCE MARKS NO. 1 AND NO. 3 AND THE AZIMUTH MARK
 GC0051'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GC0051'
 GC0051'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.8 MILES
 GC0051'SOUTHEAST.
 GC0051
 GC0051                          STATION RECOVERY (1974)
 GC0051
 GC0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GC0051'RECOVERED IN GOOD CONDITION.
 GC0051
 GC0051                          STATION RECOVERY (1979)
 GC0051
 GC0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 GC0051'THE STATION MARK, REFERENCE MARKS ONE AND THREE, AND THE AZIMUTH
 GC0051'MARK WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE AZIMUTH
 GC0051'MARK IS AT RUNWAY END 30.
 GC0051'
 GC0051'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ONE MILE SOUTHEAST
 GC0051'OF BOWLING GREEN.
 GC0051
 GC0051                          STATION RECOVERY (1986)
 GC0051
 GC0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 GC0051'THE STATION IS LOCATED IN THE WESTERN PART OF THE AIRPORT IN THE GRASS
 GC0051'TRIANGLE WITH THE WIND TEE.  IT IS 46 FEET (14.0 M) WEST OF THE
 GC0051'CONCRETE BASE OF THE WIND TEE, 18.3 FEET (5.6 M) SOUTH OF THE
 GC0051'NORTHERNMOST TAXIWAY LIGHT ALONG THE EDGE OF THE RAMP, 3.5 FEET (1.1
 GC0051'M) EAST OF THE EASTERN EDGE OF THE RAMP AND 3.7 FEET (1.1 M) EAST OF A
 GC0051'PK NAIL AND WASHER SET NEAR THE EDGE OF THE RAMP.  THE STATION IS 46.2
 GC0051'FEET (14.1 M) WEST-NORTHWEST OF REFERENCE MARK 1 AND 49.0 FEET (14.9
 GC0051'M) NORTH OF REFERENCE MARK 3.  THE STATION IS A STANDARD CGS
 GC0051'TRIANGULATION DISK STAMPED BOWL PORT 1952 AND SET IN A CONCRETE POST 3
 GC0051'INCHES BELOW GROUND LEVEL.
 GC0051
 GC0051                          STATION RECOVERY (1994)
 GC0051
 GC0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GC0051'STATION IS LOCATED IN THE WESTERN PART OF THE BOWLING GREEN AIRPORT IN
 GC0051'BOWLING GREEN KENTUCKY.  --OWNERSHIP-- BOWLING GREEN - WARREN COUNTY
 GC0051'AIRPORT, MANAGER DAVID SOUTHARD, 1000 WOODHURST DRIVE, BOWLING GREEN
 GC0051'KY 42103 (502) 842-1101.
 GC0051'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 (EXIT
 GC0051'22) WITH US HIGHWAY 231 (SCOTTSVILLE ROAD) IN SOUTHWEST BOWLING
 GC0051'GREEN, GO NORTH ON HIGHWAY 231 FOR 2.1 MI (3.4 KM) TO WOODHURST
 GC0051'STREET ON THE RIGHT. TURN RIGHT AND GO SOUTHEAST ON WOODHURST FOR 0.4
 GC0051'MI (0.6 KM) TO AIRPORT OFFICE ON LEFT AND SECURITY GATE AHEAD. PASS
 GC0051'THRU GATE (KEY REQUIRED), TURN LEFT, AND GO EAST ACROSS RAMP FOR 0.1
 GC0051'MI (0.2 KM) TO WIND TEE AND STATION AHEAD PAST EASTERN EDGE OF RAMP.
 GC0051'LOCATED 46.2 FT (14.1 M) WEST FROM REFERENCE MARK 1 ON THE CONCRETE
 GC0051'BASE FOR THE WIND TEE, 18.3 FT (5.6 M) SOUTH FROM THE NORTHMOST
 GC0051'TAXIWAY LIGHT ALONG THE RAMP EDGE, 3.7 FT (1.1 M) EAST FROM A PK NAIL
 GC0051'AND WASHER SET IN THE EAST EDGE OF THE RAMP, AND 49.0 FT (14.9 M)
 GC0051'NORTH FROM REFERENCE MARK 3.
 GC0051
 GC0051                          STATION RECOVERY (1995)
 GC0051
 GC0051'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GC0051'RECOVERED AS DESCRIBED.  THIS STATION IS A PRIMARY AIRPORT CONTROL
 GC0051'STATION.
 GC0051
 GC0051                          STATION RECOVERY (1996)
 GC0051
 GC0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 GC0051'RECOVERED AS DESCRIBED.  THIS STATION IS A PRIMARY AIRPORT CONTROL
 GC0051'STATION.
 GC0051
 GC0051                          STATION RECOVERY (2001)
 GC0051
 GC0051'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (DP)
 GC0051'RECOVERED IN GOOD CONDITION.
 GC0051
 GC0051                          STATION RECOVERY (2002)
 GC0051
 GC0051'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GC0051'RECOVERED AS DESCRIBED.
 GC0051' 
 GC0051'PHONE AREA CODE HAS CHANGED TO 270, AIRPORT MANAGER PHONE  NUMBER IS
 GC0051'NOW 270-842-1101.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0054 ***********************************************************************
 GC0054  SACS        -  This is a Secondary Airport Control Station.
 GC0054  DESIGNATION -  BOWL PORT AZ MK
 GC0054  PID         -  GC0054
 GC0054  STATE/COUNTY-  KY/WARREN
 GC0054  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0054
 GC0054                         *CURRENT SURVEY CONTROL
 GC0054  ___________________________________________________________________
 GC0054* NAD 83(1993)-  36 57 30.51628(N)    086 24 51.29058(W)     ADJUSTED  
 GC0054* NAVD 88     -       161.706  (meters)     530.53   (feet)  ADJUSTED  
 GC0054  ___________________________________________________________________
 GC0054  X           -     319,145.455 (meters)                     COMP
 GC0054  Y           -  -5,092,880.189 (meters)                     COMP
 GC0054  Z           -   3,813,790.930 (meters)                     COMP
 GC0054  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 GC0054  ELLIP HEIGHT-         131.39  (meters)          (01/09/97) GPS OBS
 GC0054  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GC0054  DYNAMIC HT  -         161.581 (meters)     530.12  (feet)  COMP
 GC0054  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 GC0054
 GC0054  HORZ ORDER  -  FIRST
 GC0054  VERT ORDER  -  SECOND    CLASS 0
 GC0054  ELLP ORDER  -  FOURTH    CLASS I
 GC0054
 GC0054.This mark is at Bowling Green-Warren Co Reg Airport (BWG)
 GC0054
 GC0054.The horizontal coordinates were established by GPS observations
 GC0054.and adjusted by the National Geodetic Survey in January 1997..
 GC0054
 GC0054.The orthometric height was determined by differential leveling
 GC0054.and adjusted by the National Geodetic Survey in June 1991..
 GC0054
 GC0054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC0054
 GC0054.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0054
 GC0054.The ellipsoidal height was determined by GPS observations
 GC0054.and is referenced to NAD 83.
 GC0054
 GC0054.The geoid height was determined by GEOID03.
 GC0054
 GC0054.The dynamic height is computed by dividing the NAVD 88
 GC0054.geopotential number by the normal gravity value computed on the
 GC0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0054.degrees latitude (g = 980.6199 gals.).
 GC0054
 GC0054.The modeled gravity was interpolated from observed gravity values.
 GC0054
 GC0054;                    North         East     Units Scale Factor Converg.
 GC0054;SPC KY1Z     - 1,069,592.934 1,440,840.688   MT  1.00003222   -0 24 28.2
 GC0054;SPC KY1Z     - 3,509,156.15  4,727,158.16   sFT  1.00003222   -0 24 28.2
 GC0054;SPC KY S     -   569,582.282   440,844.548   MT  0.99996677   -0 24 10.2
 GC0054;SPC KY S     - 1,868,704.54  1,446,337.49   sFT  0.99996677   -0 24 10.2
 GC0054;UTM  16      - 4,090,426.343   552,146.545   MT  0.99963350   +0 21 07.9
 GC0054
 GC0054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0054!SPC KY1Z     -   0.99997938  x   1.00003222  =   1.00001160
 GC0054!SPC KY S     -   0.99997938  x   0.99996677  =   0.99994615
 GC0054!UTM  16      -   0.99997938  x   0.99963350  =   0.99961289
 GC0054
 GC0054:                Primary Azimuth Mark                     Grid Az
 GC0054:SPC KY1Z     -  BOWL PORT                                290 22 29.0
 GC0054:SPC KY S     -  BOWL PORT                                290 22 11.0
 GC0054:UTM  16      -  BOWL PORT                                289 36 52.9
 GC0054
 GC0054|---------------------------------------------------------------------|
 GC0054| PID    Reference Object                     Distance      Geod. Az  |
 GC0054|                                                           dddmmss.s |
 GC0054| GC0051 BOWL PORT                           APPROX. 1.0 KM 2895800.8 |
 GC0054|---------------------------------------------------------------------|
 GC0054
 GC0054                          SUPERSEDED SURVEY CONTROL
 GC0054
 GC0054  NAD 83(1993)-  36 57 30.51625(N)    086 24 51.29046(W) AD(       ) 1
 GC0054  NAVD 88 (09/07/94)  161.71   (m)          530.5    (f) LEVELING    3  
 GC0054  NGVD 29 (??/??/92)  161.838  (m)          530.96   (f) ADJ UNCH    2 0
 GC0054
 GC0054.Superseded values are not recommended for survey control.
 GC0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0054.See file dsdata.txt to determine how the superseded data were derived.
 GC0054
 GC0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5214790426(NAD 83)
 GC0054_MARKER: DZ = AZIMUTH MARK DISK
 GC0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0054_SP_SET: ABANDONED LIGHT BASE
 GC0054_STAMPING: BOWL PORT AZ 1952
 GC0054_MARK LOGO: CGS   
 GC0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0054+STABILITY: SURFACE MOTION
 GC0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0054+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2001
 GC0054
 GC0054  HISTORY     - Date     Condition        Report By
 GC0054  HISTORY     - 1952     MONUMENTED       CGS
 GC0054  HISTORY     - 1964     GOOD             NGS
 GC0054  HISTORY     - 1974     GOOD             NGS
 GC0054  HISTORY     - 19860404 GOOD             NGS
 GC0054  HISTORY     - 19940120 GOOD             NGS
 GC0054  HISTORY     - 19951001 GOOD             LOWE
 GC0054  HISTORY     - 19960807 GOOD             NGS
 GC0054  HISTORY     - 20010925 GOOD             KYDT
 GC0054
 GC0054                          STATION DESCRIPTION
 GC0054
 GC0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC0054'2.4 MI SE FROM BOWLING GREEN.
 GC0054'MARK IS LOCATED ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 231
 GC0054'FROM THE INTERSECTION OF LAUREL AVENUE (U.S. HIGHWAY 31W BY-PASS)
 GC0054'AT BOWLING GREEN, THENCE ABOUT 0.4 MILE EAST ALONG A BLACKTOP
 GC0054'DRIVE TO TERMINAL BUILDING OF BOWLING GREEN-WARREN COUNTY AIRPORT,
 GC0054'THENCE ABOUT 0.6 MILE SOUTHEAST ACROSS AIRPORT TO THE SOUTHEAST
 GC0054'END OF THE NORTHWEST-SOUTHWEST RUNWAY IN THE TOP OF THE WEST CORNER
 GC0054'OF CONCRETE BASE OF RUNWAY LIGHT NO. 4-28 AT SOUTH CORNER OF
 GC0054'RUNWAY AND ABOUT LEVEL WITH RUNWAY.  MARKER IS STAMPED BOWL PORT
 GC0054'1952.
 GC0054
 GC0054                          STATION RECOVERY (1974)
 GC0054
 GC0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GC0054'RECOVERED IN GOOD CONDITION.
 GC0054
 GC0054                          STATION RECOVERY (1986)
 GC0054
 GC0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 GC0054'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE AIRPORT NEAR
 GC0054'RUNWAY END 30.  IT IS 79.4 FT (24.2 M) SOUTHWEST OF THE CENTERLINE END
 GC0054'OF RUNWAY 30 AND 5.0 FT (1.5 M) SOUTHWEST OF THE SOUTH CORNER OF THE
 GC0054'RUNWAY PAVEMENT.  IT IS A CGS AZIMUTH MARK DISK STAMPED BOWLPORT 1952
 GC0054'AND SET IN A DRILL HOLE IN THE WEST CORNER OF THE 4 FT (1.2 M) X 4 FT
 GC0054'(1.2 M) CONCRETE BASE OF AN OLD THRESHOLD LIGHT.  A METAL RING REMAINS
 GC0054'AT THE CENTER OF THE CONCRETE BASE.
 GC0054
 GC0054                          STATION RECOVERY (1994)
 GC0054
 GC0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GC0054'STATION IS LOCATED IN THE SOUTHEASTERN PART OF THE BOWLING GREEN
 GC0054'AIRPORT IN BOWLING GREEN KENTUCKY.  --OWNERSHIP-- BOWLING GREEN -
 GC0054'WARREN COUNTY AIRPORT, MANAGER DAVID SOUTHARD, 1000 WOODHURST DRIVE,
 GC0054'BOWLING GREEN KY 42103 (502) 842-1101.
 GC0054'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 (EXIT
 GC0054'22) WITH US HIGHWAY 231 (SCOTTSVILLE ROAD) IN SOUTHWEST BOWLING
 GC0054'GREEN, GO NORTH ON HIGHWAY 231 FOR 2.1 MI (3.4 KM) TO WOODHURST
 GC0054'STREET ON THE RIGHT. TURN RIGHT AND GO SOUTHEAST ON WOODHURST FOR 0.4
 GC0054'MI (0.6 KM) TO AIRPORT OFFICE ON LEFT AND SECURITY GATE AHEAD. PASS
 GC0054'THRU GATE (KEY REQUIRED), TURN LEFT, AND GO EAST ACROSS RAMP FOR 0.3
 GC0054'MI (0.5 KM) TO INTERSECTION OF RUNWAYS 3 AND 30.  CONTINUE SOUTHEAST
 GC0054'ALONG RUNWAY 30 FOR 0.5 MI (0.8 KM) TO RUNWAY END AND STATION ON
 GC0054'RIGHT.
 GC0054'LOCATED IN THE WEST CORNER OF A 4X4 FT ABANDONED CONCRETE BASE FOR A
 GC0054'THRESHOLD LIGHT, 3.0 M (9.8 FT) NORTH FROM THE SOUTHMOST THRESHOLD
 GC0054'LIGHT, 79.4 FT (24.2 M) SOUTHWEST FROM THE CENTERLINE END OF RUNWAY
 GC0054'30, AND 5.0 FT (1.5 M) SOUTHWEST FROM THE RUNWAY PAVEMENT CORNER.
 GC0054
 GC0054                          STATION RECOVERY (1995)
 GC0054
 GC0054'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GC0054'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROLS
 GC0054'STATION.
 GC0054
 GC0054                          STATION RECOVERY (1996)
 GC0054
 GC0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 GC0054'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROLS
 GC0054'STATION.
 GC0054
 GC0054                          STATION RECOVERY (2001)
 GC0054
 GC0054'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (DP)
 GC0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0053 ***********************************************************************
 GC0053  DESIGNATION -  BOWL PORT RM 1
 GC0053  PID         -  GC0053
 GC0053  STATE/COUNTY-  KY/WARREN
 GC0053  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0053
 GC0053                         *CURRENT SURVEY CONTROL
 GC0053  ___________________________________________________________________
 GC0053* NAD 83(1986)-  36 57 41.     (N)    086 25 30.     (W)     SCALED    
 GC0053* NAVD 88     -       163.424  (meters)     536.17   (feet)  ADJUSTED  
 GC0053  ___________________________________________________________________
 GC0053  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GC0053  DYNAMIC HT  -         163.297 (meters)     535.75  (feet)  COMP
 GC0053  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 GC0053
 GC0053  VERT ORDER  -  SECOND    CLASS 0
 GC0053
 GC0053.This mark is at Bowling Green-Warren Co Reg Airport (BWG)
 GC0053
 GC0053.The horizontal coordinates were scaled from a topographic map and have
 GC0053.an estimated accuracy of +/- 6 seconds.
 GC0053
 GC0053.The orthometric height was determined by differential leveling
 GC0053.and adjusted by the National Geodetic Survey in June 1991..
 GC0053
 GC0053.The geoid height was determined by GEOID03.
 GC0053
 GC0053.The dynamic height is computed by dividing the NAVD 88
 GC0053.geopotential number by the normal gravity value computed on the
 GC0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0053.degrees latitude (g = 980.6199 gals.).
 GC0053
 GC0053.The modeled gravity was interpolated from observed gravity values.
 GC0053
 GC0053;                    North         East    Units  Estimated Accuracy
 GC0053;SPC KY1Z     - 1,069,920.    1,439,890.      MT  (+/- 180 meters Scaled)
 GC0053
 GC0053                          SUPERSEDED SURVEY CONTROL
 GC0053
 GC0053  NGVD 29 (??/??/92)  163.555  (m)          536.60   (f) ADJ UNCH    2 0
 GC0053
 GC0053.Superseded values are not recommended for survey control.
 GC0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0053.See file dsdata.txt to determine how the superseded data were derived.
 GC0053
 GC0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF511907(NAD 83)
 GC0053_MARKER: DR = REFERENCE MARK DISK
 GC0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0053_SP_SET: CONCRETE BASE
 GC0053_STAMPING: BOWL PORT NO 1 1951
 GC0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0053
 GC0053  HISTORY     - Date     Condition        Report By
 GC0053  HISTORY     - 1952     MONUMENTED       CGS
 GC0053  HISTORY     - 1964     GOOD             NGS
 GC0053  HISTORY     - 1974     GOOD             NGS
 GC0053
 GC0053                          STATION DESCRIPTION
 GC0053
 GC0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC0053'1.8 MI SE FROM BOWLING GREEN.
 GC0053'MARK IS LOCATED ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 231
 GC0053'FROM THE INTERSECTION OF LAUREL AVENUE (U.S. HIGHWAY 31W BY-PASS)
 GC0053'AT BOWLING GREEN, THENCE ABOUT 0.4 MILE EAST ALONG BLACKTOP DRIVE
 GC0053'AT THE BOWLING GREEN-WARREN COUNY AIRPORT, ABOUT 0.1 MILE SOUTHEAST
 GC0053'OF TERMINAL BUILDING, 49 FEET EAST OF EAST EDGE OF NORTH-SOUTH TAXI
 GC0053'STATION MARK, 65.8 FEET NORTHEAST OF RM NO. 2 IN THE TOP OF WEST
 GC0053'EDGE OF CONCRETE BASE OF WIND T, 1 FOOT SOUTH OF NORTHWEST CORNER
 GC0053'OF BASE AND ABOUT 3 FEET ABOVE GROUND AND STAMPED BOWL PORT NO. 1
 GC0053'1951.
 GC0053
 GC0053                          STATION RECOVERY (1974)
 GC0053
 GC0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GC0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0052 ***********************************************************************
 GC0052  DESIGNATION -  BOWL PORT RM 2
 GC0052  PID         -  GC0052
 GC0052  STATE/COUNTY-  KY/WARREN
 GC0052  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0052
 GC0052                         *CURRENT SURVEY CONTROL
 GC0052  ___________________________________________________________________
 GC0052* NAD 83(1986)-  36 57 41.     (N)    086 25 30.     (W)     SCALED    
 GC0052* NAVD 88     -       162.630  (meters)     533.56   (feet)  ADJUSTED  
 GC0052  ___________________________________________________________________
 GC0052  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GC0052  DYNAMIC HT  -         162.503 (meters)     533.15  (feet)  COMP
 GC0052  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 GC0052
 GC0052  VERT ORDER  -  SECOND    CLASS 0
 GC0052
 GC0052.This mark is at Bowling Green-Warren Co Reg Airport (BWG)
 GC0052
 GC0052.The horizontal coordinates were scaled from a topographic map and have
 GC0052.an estimated accuracy of +/- 6 seconds.
 GC0052
 GC0052.The orthometric height was determined by differential leveling
 GC0052.and adjusted by the National Geodetic Survey in June 1991..
 GC0052
 GC0052.The geoid height was determined by GEOID03.
 GC0052
 GC0052.The dynamic height is computed by dividing the NAVD 88
 GC0052.geopotential number by the normal gravity value computed on the
 GC0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0052.degrees latitude (g = 980.6199 gals.).
 GC0052
 GC0052.The modeled gravity was interpolated from observed gravity values.
 GC0052
 GC0052;                    North         East    Units  Estimated Accuracy
 GC0052;SPC KY1Z     - 1,069,920.    1,439,890.      MT  (+/- 180 meters Scaled)
 GC0052
 GC0052                          SUPERSEDED SURVEY CONTROL
 GC0052
 GC0052  NGVD 29 (??/??/92)  162.761  (m)          533.99   (f) ADJ UNCH    2 0
 GC0052
 GC0052.Superseded values are not recommended for survey control.
 GC0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0052.See file dsdata.txt to determine how the superseded data were derived.
 GC0052
 GC0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF511907(NAD 83)
 GC0052_MARKER: DR = REFERENCE MARK DISK
 GC0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0052_STAMPING: BOWL PORT NO 2 1952
 GC0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0052+STABILITY: SURFACE MOTION
 GC0052
 GC0052  HISTORY     - Date     Condition        Report By
 GC0052  HISTORY     - 1952     MONUMENTED       CGS
 GC0052  HISTORY     - 1964     POOR             NGS
 GC0052
 GC0052                          STATION DESCRIPTION
 GC0052
 GC0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC0052'1.8 MI SE FROM BOWLING GREEN.
 GC0052'1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 231 FROM THE INTERSECTION
 GC0052'OF LAUREL AVENUE (U.S. HIGHWAY 31W BY-PASS) AT BOWLING GREEN,
 GC0052'THENCE ABOUT 0.4 MILE EAST ALONG DRIVE, AT THE BOWLING GREEN-WARREN
 GC0052'COUNTY AIRPORT, ABOUT 0.1 MILE SOUTHEAST OF TERMINAL BUILDING,
 GC0052'2 1/2 FEET EAST OF EAST EDGE OF NORTH-SOUTH TAXI STRIP, 40 FEET
 GC0052'SOUTH OF STATION MARK, 123 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER
 GC0052'OF WEATHER BUREAU BUILDING, ABOUT LEVEL WITH TAXI STRIP AND SET
 GC0052'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2590 ***********************************************************************
 AE2590  DESIGNATION -  BOWL PORT RM 3
 AE2590  PID         -  AE2590
 AE2590  STATE/COUNTY-  KY/WARREN
 AE2590  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 AE2590
 AE2590                         *CURRENT SURVEY CONTROL
 AE2590  ___________________________________________________________________
 AE2590* NAD 83(1993)-  36 57 41.35428(N)    086 25 29.94063(W)     ADJUSTED  
 AE2590* NAVD 88     -       162.7    (meters)     534.     (feet)  GPS OBS   
 AE2590  ___________________________________________________________________
 AE2590  X           -     318,178.664 (meters)                     COMP
 AE2590  Y           -  -5,092,740.180 (meters)                     COMP
 AE2590  Z           -   3,814,058.485 (meters)                     COMP
 AE2590  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AE2590  ELLIP HEIGHT-         132.36  (meters)          (09/04/97) GPS OBS
 AE2590  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 AE2590
 AE2590  HORZ ORDER  -  THIRD
 AE2590  ELLP ORDER  -  FOURTH    CLASS II
 AE2590
 AE2590.The horizontal coordinates were established by GPS observations
 AE2590.and adjusted by the National Geodetic Survey in September 1997..
 AE2590
 AE2590.The orthometric height was determined by GPS observations and a
 AE2590.high-resolution geoid model.
 AE2590
 AE2590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2590
 AE2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2590
 AE2590.The ellipsoidal height was determined by GPS observations
 AE2590.and is referenced to NAD 83.
 AE2590
 AE2590.The geoid height was determined by GEOID03.
 AE2590
 AE2590;                    North         East     Units Scale Factor Converg.
 AE2590;SPC KY1Z     - 1,069,933.899 1,439,886.939   MT  1.00003138   -0 24 51.9
 AE2590;SPC KY1Z     - 3,510,274.80  4,724,029.07   sFT  1.00003138   -0 24 51.9
 AE2590;SPC KY S     -   569,923.141   439,890.831   MT  0.99996643   -0 24 33.7
 AE2590;SPC KY S     - 1,869,822.84  1,443,208.50   sFT  0.99996643   -0 24 33.7
 AE2590;UTM  16      - 4,090,754.495   551,188.739   MT  0.99963228   +0 20 44.7
 AE2590
 AE2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2590!SPC KY1Z     -   0.99997923  x   1.00003138  =   1.00001061
 AE2590!SPC KY S     -   0.99997923  x   0.99996643  =   0.99994566
 AE2590!UTM  16      -   0.99997923  x   0.99963228  =   0.99961152
 AE2590
 AE2590|---------------------------------------------------------------------|
 AE2590| PID    Reference Object                     Distance      Geod. Az  |
 AE2590|                                                           dddmmss.s |
 AE2590| GC0051 BOWL PORT                            14.955 METERS 34608     |
 AE2590|---------------------------------------------------------------------|
 AE2590
 AE2590                          SUPERSEDED SURVEY CONTROL
 AE2590
 AE2590.No superseded survey control is available for this station.
 AE2590
 AE2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5118990754(NAD 83)
 AE2590_MARKER: DS = TRIANGULATION STATION DISK
 AE2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2590_STAMPING: BOWL PORT NO. 3 1952
 AE2590_MARK LOGO: CGS   
 AE2590_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2590+STABILITY: SURFACE MOTION
 AE2590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2590+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1996
 AE2590
 AE2590  HISTORY     - Date     Condition        Report By
 AE2590  HISTORY     - 1952     MONUMENTED       CGS
 AE2590  HISTORY     - 19960807 GOOD             NGS
 AE2590
 AE2590                          STATION DESCRIPTION
 AE2590
 AE2590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AE2590'THIS STATION IS A TERTIARY AIRPORT CONTROL STATION.  THE STATION IS
 AE2590'LOCATED NEAR THE WINDTEE AT BOWLING GREEN-WARREN COUNTY AIRPORT.  FOR
 AE2590'ACCESS CONTACT MR.  TIM BRADSHAW, AIRPORT MANAGER,1000 WOODHURST
 AE2590'DRIVE, BOWLING GREEN, KY.  42103, PHONE 502-842-1101.  TO REACH THE
 AE2590'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 AND U.S.  HIGHWAY
 AE2590'231 (SCOTTSVILLE ROAD) , PROCEED NORTH ON U.S.  HIGHWAY 231 FOR 2.1
 AE2590'MI.  (3.4 KM) TO WOODHURST STREET ON THE RIGHT.  TURN RIGHT, EAST, AND
 AE2590'PROCEED FOR 0.4 MI (0.6 KM) TO TERMINAL AND FLIGHT SERVICE STATION ON
 AE2590'THE LEFT AND A LOCKED GATE AHEAD.  OBTAIN KEY FROM FSS. PROCEED
 AE2590'THROUGH THE THE GATE AND TURN LEFT AND PROCEED TO THE WIND TEE AND THE
 AE2590'TAXIWAY LEADING TO THE SOUTH.  TURN RIGHT AND PROCEED APPROXIMATELY 90
 AE2590'FT (27.4 M) AND THE STATION ON THE LEFT.  THE STATION IS LOCATED 49.0
 AE2590'FT (14.9 M) SOUTH FROM STATION BOWL PORT, 3.7 FT (1.1 M) EAST FROM THE
 AE2590'EAST EDGE OF THE TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2131 ***********************************************************************
 GC2131  DESIGNATION -  BOWLING
 GC2131  PID         -  GC2131
 GC2131  STATE/COUNTY-  KY/WARREN
 GC2131  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC2131
 GC2131                         *CURRENT SURVEY CONTROL
 GC2131  ___________________________________________________________________
 GC2131* NAD 83(1993)-  36 59 22.01395(N)    086 26 13.93178(W)     ADJUSTED  
 GC2131* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 GC2131  ___________________________________________________________________
 GC2131  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GC2131  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GC2131
 GC2131  HORZ ORDER  -  SECOND
 GC2131
 GC2131.The horizontal coordinates were established by classical geodetic methods
 GC2131.and adjusted by the National Geodetic Survey in December 1995..
 GC2131
 GC2131.The orthometric height was scaled from a topographic map.
 GC2131
 GC2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2131
 GC2131.The geoid height was determined by GEOID03.
 GC2131
 GC2131;                    North         East     Units Scale Factor Converg.
 GC2131;SPC KY1Z     - 1,073,044.879 1,438,821.534   MT  1.00002379   -0 25 18.9
 GC2131;SPC KY1Z     - 3,520,481.41  4,720,533.65   sFT  1.00002379   -0 25 18.9
 GC2131;SPC KY S     -   573,033.830   438,825.215   MT  0.99996339   -0 25 00.3
 GC2131;SPC KY S     - 1,880,028.49  1,439,712.39   sFT  0.99996339   -0 25 00.3
 GC2131;UTM  16      - 4,093,849.835   550,082.583   MT  0.99963090   +0 20 19.0
 GC2131
 GC2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2131!SPC KY1Z     -   0.99997481  x   1.00002379  =   0.99999860
 GC2131!SPC KY S     -   0.99997481  x   0.99996339  =   0.99993821
 GC2131!UTM  16      -   0.99997481  x   0.99963090  =   0.99960572
 GC2131
 GC2131:                Primary Azimuth Mark                     Grid Az
 GC2131:SPC KY1Z     -  BOWLING GREEN STA WLBJ M MAST            075 35 23.5
 GC2131:SPC KY S     -  BOWLING GREEN STA WLBJ M MAST            075 35 04.9
 GC2131:UTM  16      -  BOWLING GREEN STA WLBJ M MAST            074 49 45.6
 GC2131
 GC2131|---------------------------------------------------------------------|
 GC2131| PID    Reference Object                     Distance      Geod. Az  |
 GC2131|                                                           dddmmss.s |
 GC2131| GC2124 BOWLING GREEN STA WLBJ M MAST       APPROX. 3.1 KM 0751004.6 |
 GC2131| GC2140 WESTERN KY STC WATER TANK           APPROX. 1.4 KM 2595530.5 |
 GC2131| GC2132 BOWLING 2                            23.029 METERS 25955     |
 GC2131| GC2139 WESTERN KY STC CHERRY HALL          APPROX. 1.3 KM 2601649.7 |
 GC2131| GC2141 WESTERN KY TEACHERS COLLEGE SP      APPROX. 1.3 KM 2602241.7 |
 GC2131| CG5666 BOWLING RM 1                         29.682 METERS 26700     |
 GC2131| GC2127 BOWLING GREEN STATE ST ME CH        APPROX. 0.6 KM 2894425.5 |
 GC2131| GC2128 BOWLING GREEN SUPT SCH BLDG         APPROX. 0.7 KM 2964942.4 |
 GC2131| GC2121 BOWLING GREEN FIRST CH CHRIST       APPROX. 0.8 KM 3005114.4 |
 GC2131| GC2123 BOWLING GREEN PRESB CH SPIRE        APPROX. 0.5 KM 3023246.5 |
 GC2131| GC2130 BOWLING GREEN WARREN CO CTHSE       APPROX. 0.6 KM 3033714.8 |
 GC2131| HA1402 BOWLING GREEN ST JOSEPH CH          APPROX. 1.6 KM 3263734.7 |
 GC2131| GC2122 BOWLING GREEN LN RR SHOPS TANK      APPROX. 1.1 KM 3280747.9 |
 GC2131| HA1398 BOWLING GREEN PET MILK S STACK      APPROX. 2.6 KM 3323203.1 |
 GC2131| CG5668 BOWLING RM 3                         22.754 METERS 35301     |
 GC2131| CG5667 BOWLING RM 2                         20.931 METERS 35820     |
 GC2131|---------------------------------------------------------------------|
 GC2131
 GC2131                          SUPERSEDED SURVEY CONTROL
 GC2131
 GC2131  NAD 83(1986)-  36 59 22.02287(N)    086 26 13.93749(W) AD(       ) 2
 GC2131  NAD 27      -  36 59 21.87600(N)    086 26 13.96900(W) AD(       ) 2
 GC2131
 GC2131.Superseded values are not recommended for survey control.
 GC2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2131.See file dsdata.txt to determine how the superseded data were derived.
 GC2131
 GC2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5008393850(NAD 83)
 GC2131_MARKER: DS = TRIANGULATION STATION DISK
 GC2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2131_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2131
 GC2131  HISTORY     - Date     Condition        Report By
 GC2131  HISTORY     - 1933     MONUMENTED       CGS
 GC2131  HISTORY     - 1952     GOOD             CGS
 GC2131  HISTORY     - 1956     SEE DESCRIPTION  CGS
 GC2131
 GC2131                          STATION DESCRIPTION
 GC2131
 GC2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2131'THE STATION IS ON A HILL IN THE SOUTHEASTERN PART OF THE CITY OF
 GC2131'BOWLING GREEN, KENTUCKY. THE CITY RESERVOIR AND PUMP STATION IS ON
 GC2131'THE CREST OF THE HILL, THE STATION IS AT THE WEST CORNER OF THE
 GC2131'RESERVOIR, 18 FEET NORTHWEST OF THE CONCRETE WALL PROJECTED
 GC2131'FACING THE COURTHOUSE, 42 FEET SOUTHWEST OF THE WALL PROJECTED FACING
 GC2131'SOUTHWEST, AND PROJECTS ABOUT 4 INCHES.
 GC2131'
 GC2131'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GC2131'SET IN CONCRETE.
 GC2131'
 GC2131'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 31 FEET NORTHEAST OF THE
 GC2131'CENTER LINE OF THE PAVED ROAD, 128-1/2 FEET SOUTHWEST OF THE
 GC2131'CORNER OF THE PUMP HOUSE, AND PROJECTS 4 INCHES. REFERENCE MARK NO. 2
 GC2131'IS NORTHWEST OF THE STATION, AT THE BOTTOM OF THE FILL AROUND THE
 GC2131'RESERVOIR, 41 FEET SOUTHWEST OF THE SOUTH ROCK WALL AT THE ENTRANCE
 GC2131'TO THE RESERVOIR, 52 FEET FROM CORNER OF PUMP HOUSE, 40 FEET FROM
 GC2131'CONCRETE RESERVOIR WALL, AND PROJECTS 4 INCHES.
 GC2131'
 GC2131'ALL OBJECTS LOCATED IN THE CITY ARE VISIBLE FROM THIS STATION.
 GC2131'
 GC2131'ALL LIGHTS CAN BE SEEN FROM 37 FEET.
 GC2131
 GC2131                          STATION RECOVERY (1952)
 GC2131
 GC2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2131'THE STATION AND REFERENCE MARK NO. 1 RECOVERED AND FOUND IN GOOD
 GC2131'CONDITION. REFERENCE MARK NO. 2 WAS NOT RECOVERED AND A NEW
 GC2131'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS TIME. THE DISTANCE AND
 GC2131'DIRECTION TO REFERENCE MARK NO. 1 DID NOT CHECK.
 GC2131'
 GC2131'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2131'
 GC2131'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF BOWLING GREEN ON THE
 GC2131'WEST SIDE OF A PROMINENT HILL OCCUPIED BY THE CITY RESERVOIR AND
 GC2131'PUMPING STATION. IT IS 129 FEET NORTHEAST OF THE CENTER OF PAVED
 GC2131'STREET, 125 FEET SOUTH OF THE PUMPING STATION AND 22 FEET WEST OF
 GC2131'THE WEST WINGWALL OF THE RESERVOIR. THE MARK PROJECTS 4 INCHES AND
 GC2131'THE DISK STAMPED BOWLING 1933.
 GC2131'
 GC2131'REFERENCE MARK NO. 1 IS 97.38 FEET WEST OF THE STATION, 31 FEET
 GC2131'NORTHEAST OF THE CENTER OF PAVED STREET AND ABOUT 4 FEET LOWER
 GC2131'IN ELEVATION THAN STATION MARK. THE MARK PROJECTS 6 INCHES AND THE
 GC2131'DISK STAMPED BOWLING NO. 1 1933.
 GC2131'
 GC2131'REFERENCE MARK NO. 3 IS 74.65 FEET NORTH OF THE STATION. THE DISK IS
 GC2131'SET IN A DRILL HOLE IN THE WEST CORNER OF THE CONCRETE MAN HOLE
 GC2131'FOUNDATION AND STAMPED BOWLING NO. 3 1933.
 GC2131'
 GC2131'TRIANGULATION STATION GREEN WAS USED AS THE AZIMUTH MARK IN 1933 BUT
 GC2131'WAS NOT OBSERVED ON AT THIS TIME. WITH A SMALL AMOUNT OF
 GC2131'CLEARING OBJECTS IN TOWN WILL BE VISIBLE FROM THE GROUND AND SUITABLE
 GC2131'FOR AZIMUTH MARK.
 GC2131'
 GC2131'HEIGHT OF LIGHT ABOVE STATION MARK, 26 METERS.
 GC2131
 GC2131                          STATION RECOVERY (1956)
 GC2131
 GC2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 GC2131'THIS STATION WAS DESTROYED TO MAKE ROOM FOR A NEW STEEL WATER TANK ON
 GC2131'THIS HILL.
 GC2131'
 GC2131'SEE BOWLING 2 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2132 ***********************************************************************
 GC2132  DESIGNATION -  BOWLING 2
 GC2132  PID         -  GC2132
 GC2132  STATE/COUNTY-  KY/WARREN
 GC2132  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC2132
 GC2132                         *CURRENT SURVEY CONTROL
 GC2132  ___________________________________________________________________
 GC2132* NAD 83(1993)-  36 59 21.88325(N)    086 26 14.84868(W)     ADJUSTED  
 GC2132* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 GC2132  ___________________________________________________________________
 GC2132  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GC2132  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GC2132
 GC2132  HORZ ORDER  -  THIRD
 GC2132
 GC2132.The horizontal coordinates were established by classical geodetic methods
 GC2132.and adjusted by the National Geodetic Survey in December 1995..
 GC2132.No horizontal observational check was made to the station.
 GC2132
 GC2132.The orthometric height was scaled from a topographic map.
 GC2132
 GC2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2132
 GC2132.The geoid height was determined by GEOID03.
 GC2132
 GC2132;                    North         East     Units Scale Factor Converg.
 GC2132;SPC KY1Z     - 1,073,041.016 1,438,798.831   MT  1.00002380   -0 25 19.5
 GC2132;SPC KY1Z     - 3,520,468.73  4,720,459.16   sFT  1.00002380   -0 25 19.5
 GC2132;SPC KY S     -   573,029.966   438,802.514   MT  0.99996340   -0 25 00.9
 GC2132;SPC KY S     - 1,880,015.81  1,439,637.91   sFT  0.99996340   -0 25 00.9
 GC2132;UTM  16      - 4,093,845.674   550,059.941   MT  0.99963087   +0 20 18.5
 GC2132
 GC2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2132!SPC KY1Z     -   0.99997481  x   1.00002380  =   0.99999861
 GC2132!SPC KY S     -   0.99997481  x   0.99996340  =   0.99993821
 GC2132!UTM  16      -   0.99997481  x   0.99963087  =   0.99960569
 GC2132
 GC2132|---------------------------------------------------------------------|
 GC2132| PID    Reference Object                     Distance      Geod. Az  |
 GC2132|                                                           dddmmss.s |
 GC2132| CG5668 BOWLING RM 3                         33.240 METERS 03645     |
 GC2132| GC2131 BOWLING                              23.029 METERS 07955     |
 GC2132| CG5669 BOWLING 2 AZ MK                                    2113304.0 |
 GC2132| GC2140 WESTERN KY STC WATER TANK           APPROX. 1.3 KM 2595530.0 |
 GC2132| CG5666 BOWLING RM 1                          7.360 METERS 28936     |
 GC2132|---------------------------------------------------------------------|
 GC2132
 GC2132                          SUPERSEDED SURVEY CONTROL
 GC2132
 GC2132  NAD 83(1986)-  36 59 21.89217(N)    086 26 14.85439(W) AD(       ) 3
 GC2132  NAD 27      -  36 59 21.74500(N)    086 26 14.88500(W) AD(       ) 3
 GC2132
 GC2132.Superseded values are not recommended for survey control.
 GC2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2132.See file dsdata.txt to determine how the superseded data were derived.
 GC2132
 GC2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5006093846(NAD 83)
 GC2132_MARKER: DS = TRIANGULATION STATION DISK
 GC2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2132_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2132
 GC2132  HISTORY     - Date     Condition        Report By
 GC2132  HISTORY     - 1956     MONUMENTED       CGS
 GC2132  HISTORY     - 1965     MARK NOT FOUND   CGS
 GC2132  HISTORY     - 1966     MARK NOT FOUND   CGS
 GC2132
 GC2132                          STATION DESCRIPTION
 GC2132
 GC2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 GC2132'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE CITY OF BOWLING
 GC2132'GREEN, ON THE WEST SLOPE OF A HILL KNOWN AS RESERVOIR HILL,
 GC2132'THE ENTIRE TOP OF HILL IS OCCUPIED BY THE CITIES WATER RESERVOIRS, 55
 GC2132'FEET EAST NORTHEAST OF THE CENTER OF PAVED ROAD OVER WEST SLOPE OF
 GC2132'HILL, 135 FEET SOUTHWEST OF THE SMALL BRICK PUMP HOUSE, ABOUT 40 FEET
 GC2132'WEST OF THE STEEL TANK RESERVOIR, THE MARK PROJECTS 3 INCHES AND THE
 GC2132'DISK IS STAMPED BOWLING 2 1956.
 GC2132'
 GC2132'REFERENCE MARK NO. 1 IS 31 FEET EAST NORTHEAST OF THE CENTER OF PAVED
 GC2132'ROAD OVER WEST SLOPE OF HILL, 128.5 FEET SOUTHWEST OF THE SOUTH
 GC2132'CORNER OF SMALL PUMP HOUSE, THE ARROW DOES NOT POINT TO STATION, THE
 GC2132'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BOWLING 1933 NO. 1.
 GC2132'
 GC2132'REFERENCE MARK NO. 3 IS ABOUT 75 FEET EAST OF THE CENTER OF THE ROAD,
 GC2132'35 FEET EAST OF THE SOUTHEAST FACE OF PUMP HOUSE, SET IN THE
 GC2132'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION FOR A MANHOLE FOR WATER
 GC2132'MAIN, THE MARK IS ABOUT 1 FOOT ABOVE THE GROUND, THE ARROW DOES NOT
 GC2132'POINT TO STATION, THE DISK IS STAMPED BOWLING NO. 3 1933.
 GC2132'
 GC2132'AZIMUTH MARK IS AT THE INTERSECTION OF 10TH AND HIGH STREETS, 38 FEET
 GC2132'NORTHEAST OF THE CENTER OF HIGHSTREET, 14.7 FEET SOUTHWEST OF THE
 GC2132'CENTER OF 10TH STREET, 10.0 FEET NORTHWEST OF THE STEPS LEADING TO
 GC2132'THE RESIDENCE AT 803 10TH STREET, 1.9 FEET SOUTHWEST OF THE CURB
 GC2132'STONE, THE MARK IS FLUSH WITH GROUND AND THE DISK IS STAMPED BOWLING
 GC2132'2 1959.
 GC2132'
 GC2132'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURT HOUSE
 GC2132'SQUARE IN BOWLING GREEN, GO SOUTHEAST ON 11TH STREET TO TOP OF HILL
 GC2132'ABOUT 0.6 MILE TO T-ROAD AND THE PUMP HOUSE, TURN RIGHT ABOUT 150
 GC2132'FEET TO STATION ON LEFT AS DESCRIBED, TO REACH THE AZIMUTH MARK
 GC2132'KEEP STRAIGHT AHEAD THROUGH PARK TO THE INTERSECTION OF 10TH AND HIGH
 GC2132'STREETS AND MARK AS DESCRIBED.
 GC2132
 GC2132                          STATION RECOVERY (1965)
 GC2132
 GC2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MHF)
 GC2132'REFERENCE MARKS NO. 1, NO. 3 AND THE AZIMUTH MARK WERE RECOVERED IN
 GC2132'GOOD CONDITION AS DESCRIBED.  AN EXTENSIVE SEARCH WAS MADE FOR
 GC2132'BOWLING 2 BUT THE STATION MARK WAS NOT RECOVERED.
 GC2132
 GC2132                          STATION RECOVERY (1966)
 GC2132
 GC2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 GC2132'REFERENCE MARK NO. 3 AND THE AZIMUTH MARK WERE THE ONLY MARKS
 GC2132'RECOVERED AT THIS VISITATION.  PART OF THE CONCRETE MASS FOR
 GC2132'REFERENCE MARK NO. 1 WAS FOUND BROKEN OFF AND STILL IN THE GROUND.
 GC2132'THERE IS NOW A LARGE STOCK PILE OF CAST IRON PIPE AND FITTINGS
 GC2132'OVER THE AREA WHERE THE STATION SHOULD BE AND A THOROUGH SEARCH
 GC2132'FOR THE STATION COULD NOT BE MADE.  IT IS PRESUMED THAT ONCE THIS
 GC2132'PIPE IS MOVED THAT EITHER THE SURFACE OR UNDERGROUND STATION
 GC2132'MARK CAN BE LOCATED AND THE STATION RE-ESTABLISHED IF
 GC2132'NECESSARY.  THIS SITE WILL BE CHECKED NOW AND THEN WHEN PRACTICAL
 GC2132'AND THE SEARCH WILL BE COMPLETED.
 GC2132'
 GC2132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED ON
 GC2132'RESERVOIR HILL IN THE SOUTHEAST SECTION OF BOWLING GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2121 ***********************************************************************
 GC2121  DESIGNATION -  BOWLING GREEN FIRST CH CHRIST
 GC2121  PID         -  GC2121
 GC2121  STATE/COUNTY-  KY/WARREN
 GC2121  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC2121
 GC2121                         *CURRENT SURVEY CONTROL
 GC2121  ___________________________________________________________________
 GC2121* NAD 83(1993)-  36 59 35.14118(N)    086 26 41.32778(W)     ADJUSTED  
 GC2121* NAVD 88     -                                                        
 GC2121  ___________________________________________________________________
 GC2121  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GC2121  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GC2121
 GC2121  HORZ ORDER  -  THIRD
 GC2121
 GC2121.The horizontal coordinates were established by classical geodetic methods
 GC2121.and adjusted by the National Geodetic Survey in December 1995..
 GC2121
 GC2121
 GC2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2121
 GC2121.The geoid height was determined by GEOID03.
 GC2121
 GC2121;                    North         East     Units Scale Factor Converg.
 GC2121;SPC KY1Z     - 1,073,454.567 1,438,147.077   MT  1.00002282   -0 25 35.7
 GC2121;SPC KY1Z     - 3,521,825.53  4,718,320.87   sFT  1.00002282   -0 25 35.7
 GC2121;SPC KY S     -   573,443.434   438,150.762   MT  0.99996301   -0 25 17.0
 GC2121;SPC KY S     - 1,881,372.33  1,437,499.62   sFT  0.99996301   -0 25 17.0
 GC2121;UTM  16      - 4,094,250.378   549,403.014   MT  0.99963007   +0 20 02.7
 GC2121
 GC2121                          SUPERSEDED SURVEY CONTROL
 GC2121
 GC2121  NAD 83(1986)-  36 59 35.15024(N)    086 26 41.33351(W) AD(       ) 4
 GC2121  NAD 27      -  36 59 35.00000(N)    086 26 41.36000(W) AD(       ) 3
 GC2121
 GC2121.Superseded values are not recommended for survey control.
 GC2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2121.See file dsdata.txt to determine how the superseded data were derived.
 GC2121
 GC2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4940394250(NAD 83)
 GC2121_MARKER: 90 = CHURCH SPIRE
 GC2121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2121+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 GC2121
 GC2121  HISTORY     - Date     Condition        Report By
 GC2121  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2121  HISTORY     - 1952     GOOD             CGS
 GC2121  HISTORY     - 20040513 GOOD             USPSQD
 GC2121
 GC2121                          STATION DESCRIPTION
 GC2121
 GC2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2121'ELEVENTH AND CENTER STREETS.
 GC2121
 GC2121                          STATION RECOVERY (1952)
 GC2121
 GC2121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2121'THE STATION WAS RECOVERED AS DESCRIBED.
 GC2121
 GC2121                          STATION RECOVERY (2004)
 GC2121
 GC2121'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 GC2121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2122 ***********************************************************************
 GC2122  DESIGNATION -  BOWLING GREEN LN RR SHOPS TANK
 GC2122  PID         -  GC2122
 GC2122  STATE/COUNTY-  KY/WARREN
 GC2122  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC2122
 GC2122                         *CURRENT SURVEY CONTROL
 GC2122  ___________________________________________________________________
 GC2122* NAD 83(1993)-  36 59 53.44356(N)    086 26 38.29422(W)     ADJUSTED  
 GC2122* NAVD 88     -                                                        
 GC2122  ___________________________________________________________________
 GC2122  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GC2122  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 GC2122
 GC2122  HORZ ORDER  -  THIRD
 GC2122
 GC2122.The horizontal coordinates were established by classical geodetic methods
 GC2122.and adjusted by the National Geodetic Survey in December 1995..
 GC2122
 GC2122
 GC2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2122
 GC2122.The geoid height was determined by GEOID03.
 GC2122
 GC2122;                    North         East     Units Scale Factor Converg.
 GC2122;SPC KY1Z     - 1,074,018.215 1,438,226.285   MT  1.00002147   -0 25 33.9
 GC2122;SPC KY1Z     - 3,523,674.76  4,718,580.74   sFT  1.00002147   -0 25 33.9
 GC2122;SPC KY S     -   574,007.055   438,229.914   MT  0.99996249   -0 25 15.1
 GC2122;SPC KY S     - 1,883,221.48  1,437,759.31   sFT  0.99996249   -0 25 15.1
 GC2122;UTM  16      - 4,094,814.806   549,474.704   MT  0.99963015   +0 20 04.6
 GC2122
 GC2122                          SUPERSEDED SURVEY CONTROL
 GC2122
 GC2122  NAD 83(1986)-  36 59 53.45266(N)    086 26 38.29996(W) AD(       ) 4
 GC2122  NAD 27      -  36 59 53.30000(N)    086 26 38.33000(W) AD(       ) 3
 GC2122
 GC2122.Superseded values are not recommended for survey control.
 GC2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2122.See file dsdata.txt to determine how the superseded data were derived.
 GC2122
 GC2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4947594815(NAD 83)
 GC2122_MARKER: 51 = TANK
 GC2122
 GC2122  HISTORY     - Date     Condition        Report By
 GC2122  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2122  HISTORY     - 1952     GOOD             CGS
 GC2122  HISTORY     - 20040513 MARK NOT FOUND   USPSQD
 GC2122
 GC2122                          STATION DESCRIPTION
 GC2122
 GC2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2122'THE STATION WAS RECOVERED AS DESCRIBED.
 GC2122
 GC2122                          STATION RECOVERY (2004)
 GC2122
 GC2122'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 GC2122'ALL EVIDENCE OF A TANK AT THIS SITE HAS BEEN DISMANTLED, AS PER
 GC2122' 
 GC2122'LOCAL RESIDENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1397 ***********************************************************************
 HA1397  DESIGNATION -  BOWLING GREEN PET MILK N STACK
 HA1397  PID         -  HA1397
 HA1397  STATE/COUNTY-  KY/WARREN
 HA1397  USGS QUAD   -  BOWLING GREEN NORTH (1993)
 HA1397
 HA1397                         *CURRENT SURVEY CONTROL
 HA1397  ___________________________________________________________________
 HA1397* NAD 83(1993)-  37 00 40.14455(N)    086 27 04.64053(W)     ADJUSTED  
 HA1397* NAVD 88     -                                                        
 HA1397  ___________________________________________________________________
 HA1397  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 HA1397  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HA1397
 HA1397  HORZ ORDER  -  THIRD
 HA1397
 HA1397.The horizontal coordinates were established by classical geodetic methods
 HA1397.and adjusted by the National Geodetic Survey in December 1995..
 HA1397
 HA1397
 HA1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1397
 HA1397.The geoid height was determined by GEOID03.
 HA1397
 HA1397;                    North         East     Units Scale Factor Converg.
 HA1397;SPC KY1Z     - 1,075,462.731 1,437,585.668   MT  1.00001805   -0 25 50.0
 HA1397;SPC KY1Z     - 3,528,413.98  4,716,478.98   sFT  1.00001805   -0 25 50.0
 HA1397;SPC KY S     -   575,451.429   437,589.202   MT  0.99996120   -0 25 31.1
 HA1397;SPC KY S     - 1,887,960.23  1,435,657.24   sFT  0.99996120   -0 25 31.1
 HA1397;UTM  16      - 4,096,250.129   548,815.220   MT  0.99962935   +0 19 49.1
 HA1397
 HA1397                          SUPERSEDED SURVEY CONTROL
 HA1397
 HA1397  NAD 83(1986)-  37 00 40.15358(N)    086 27 04.64598(W) AD(       ) 4
 HA1397  NAD 27      -  37 00 40.00300(N)    086 27 04.67400(W) AD(       ) 3
 HA1397
 HA1397.Superseded values are not recommended for survey control.
 HA1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1397.See file dsdata.txt to determine how the superseded data were derived.
 HA1397
 HA1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4881596250(NAD 83)
 HA1397_MARKER: 63 = STACK
 HA1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1397+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 HA1397
 HA1397  HISTORY     - Date     Condition        Report By
 HA1397  HISTORY     - 1952     FIRST OBSERVED   CGS
 HA1397  HISTORY     - 20040513 GOOD             USPSQD
 HA1397
 HA1397                          STATION DESCRIPTION
 HA1397
 HA1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1397'STATION IS LOCATED BETWEEN CHURCH STREET AND THE L AND N RAILROAD
 HA1397'TRACKS IN THE NORTH EDGE OF BOWLING GREEN. IT IS AT THE EAST SIDE
 HA1397'OF THE PET MILK CO. BUILDING, IS ABOUT 175 FEET HIGH AND IS OF
 HA1397'CONCRETE CONSTRUCTION. POINT OF INTERSECTION WAS THE
 HA1397'CENTER OF THE TOP OF THE STACK.
 HA1397
 HA1397                          STATION RECOVERY (2004)
 HA1397
 HA1397'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 HA1397'THIS STRUCTURE IS NOW KNOWN AS HH L WAREHOUSE.THE ADDRESS
 HA1397' 
 HA1397' 
 HA1397'IS 1210 CHURCH ST., LOCATION IS AT THE INTERSECTION OF BEECH AND
 HA1397' 
 HA1397' 
 HA1397'CHURCH STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1398 ***********************************************************************
 HA1398  DESIGNATION -  BOWLING GREEN PET MILK S STACK
 HA1398  PID         -  HA1398
 HA1398  STATE/COUNTY-  KY/WARREN
 HA1398  USGS QUAD   -  BOWLING GREEN NORTH (1993)
 HA1398
 HA1398                         *CURRENT SURVEY CONTROL
 HA1398  ___________________________________________________________________
 HA1398* NAD 83(1993)-  37 00 37.19899(N)    086 27 02.66647(W)     ADJUSTED  
 HA1398* NAVD 88     -                                                        
 HA1398  ___________________________________________________________________
 HA1398  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 HA1398  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HA1398
 HA1398  HORZ ORDER  -  THIRD
 HA1398
 HA1398.The horizontal coordinates were established by classical geodetic methods
 HA1398.and adjusted by the National Geodetic Survey in December 1995..
 HA1398
 HA1398
 HA1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1398
 HA1398.The geoid height was determined by GEOID03.
 HA1398
 HA1398;                    North         East     Units Scale Factor Converg.
 HA1398;SPC KY1Z     - 1,075,371.562 1,437,633.788   MT  1.00001827   -0 25 48.8
 HA1398;SPC KY1Z     - 3,528,114.87  4,716,636.85   sFT  1.00001827   -0 25 48.8
 HA1398;SPC KY S     -   575,360.270   437,637.328   MT  0.99996128   -0 25 29.9
 HA1398;SPC KY S     - 1,887,661.15  1,435,815.13   sFT  0.99996128   -0 25 29.9
 HA1398;UTM  16      - 4,096,159.642   548,864.528   MT  0.99962941   +0 19 50.3
 HA1398
 HA1398                          SUPERSEDED SURVEY CONTROL
 HA1398
 HA1398  NAD 83(1986)-  37 00 37.20805(N)    086 27 02.67222(W) AD(       ) 4
 HA1398  NAD 27      -  37 00 37.06000(N)    086 27 02.70300(W) AD(       ) 3
 HA1398
 HA1398.Superseded values are not recommended for survey control.
 HA1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1398.See file dsdata.txt to determine how the superseded data were derived.
 HA1398
 HA1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4886596160(NAD 83)
 HA1398_MARKER: 63 = STACK
 HA1398
 HA1398  HISTORY     - Date     Condition        Report By
 HA1398  HISTORY     - 1933     FIRST OBSERVED   CGS
 HA1398  HISTORY     - 1952     GOOD             CGS
 HA1398
 HA1398                          STATION DESCRIPTION
 HA1398
 HA1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HA1398'STATION INTERSECTION AT BOWLING GREEN CONCRETE STACK,
 HA1398'KENTUCKY-TENNESSEE POWER PLANT,
 HA1398'CHURCH STREET.
 HA1398
 HA1398                          STATION RECOVERY (1952)
 HA1398
 HA1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1398'STATION WAS RECOVERED AS DESCRIBED. OBSERVATIONS IN 1933 LISTED THE
 HA1398'STACK AS KENTUCKY-TENNESSEE POWER PLANT STACK. THE BUILDINGS AND
 HA1398'STACK ARE NOW OWNED BY THE PET MILK CO. INC.
 HA1398'
 HA1398'STATION IS LOCATED BETWEEN CHURCH STREET AND THE L AND N RAILROAD
 HA1398'TRACKS IN THE NORTH EDGE OF BOWLING GREEN. IT IS AT THE SOUTH END
 HA1398'OF THE PET MILK CO. BUILDING, ABOUT 175 FEET HIGH AND IS OF CONCRETE
 HA1398'CONSTRUCTION. POINT OF INTERSECTION WAS THE CENTER OF THE TOP OF
 HA1398'THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2123 ***********************************************************************
 GC2123  DESIGNATION -  BOWLING GREEN PRESB CH SPIRE
 GC2123  PID         -  GC2123
 GC2123  STATE/COUNTY-  KY/WARREN
 GC2123  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC2123
 GC2123                         *CURRENT SURVEY CONTROL
 GC2123  ___________________________________________________________________
 GC2123* NAD 83(1993)-  36 59 31.19597(N)    086 26 31.86828(W)     ADJUSTED  
 GC2123* NAVD 88     -                                                        
 GC2123  ___________________________________________________________________
 GC2123  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GC2123  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GC2123
 GC2123  HORZ ORDER  -  THIRD
 GC2123
 GC2123.The horizontal coordinates were established by classical geodetic methods
 GC2123.and adjusted by the National Geodetic Survey in December 1995..
 GC2123
 GC2123
 GC2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2123
 GC2123.The geoid height was determined by GEOID03.
 GC2123
 GC2123;                    North         East     Units Scale Factor Converg.
 GC2123;SPC KY1Z     - 1,073,331.210 1,438,380.086   MT  1.00002311   -0 25 29.9
 GC2123;SPC KY1Z     - 3,521,420.81  4,719,085.33   sFT  1.00002311   -0 25 29.9
 GC2123;SPC KY S     -   573,320.105   438,383.768   MT  0.99996313   -0 25 11.2
 GC2123;SPC KY S     - 1,880,967.71  1,438,264.08   sFT  0.99996313   -0 25 11.2
 GC2123;UTM  16      - 4,094,130.172   549,637.547   MT  0.99963035   +0 20 08.3
 GC2123
 GC2123                          SUPERSEDED SURVEY CONTROL
 GC2123
 GC2123  NAD 83(1986)-  36 59 31.20502(N)    086 26 31.87401(W) AD(       ) 4
 GC2123  NAD 27      -  36 59 31.05300(N)    086 26 31.89200(W) AD(       ) 3
 GC2123
 GC2123.Superseded values are not recommended for survey control.
 GC2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2123.See file dsdata.txt to determine how the superseded data were derived.
 GC2123
 GC2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4963894130(NAD 83)
 GC2123_MARKER: 90 = CHURCH SPIRE
 GC2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2123+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 GC2123
 GC2123  HISTORY     - Date     Condition        Report By
 GC2123  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2123  HISTORY     - 1952     GOOD             CGS
 GC2123  HISTORY     - 20040513 GOOD             USPSQD
 GC2123
 GC2123                          STATION DESCRIPTION
 GC2123
 GC2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2123'TENTH AND STATE STREETS.
 GC2123
 GC2123                          STATION RECOVERY (1952)
 GC2123
 GC2123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2123'STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND TO BE IN GOOD
 GC2123'CONDITION.
 GC2123
 GC2123                          STATION RECOVERY (2004)
 GC2123
 GC2123'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 GC2123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1399 ***********************************************************************
 HA1399  DESIGNATION -  BOWLING GREEN RAD WKCT E MST
 HA1399  PID         -  HA1399
 HA1399  STATE/COUNTY-  KY/WARREN
 HA1399  USGS QUAD   -  BOWLING GREEN NORTH (1993)
 HA1399
 HA1399                         *CURRENT SURVEY CONTROL
 HA1399  ___________________________________________________________________
 HA1399* NAD 83(1993)-  37 02 00.65691(N)    086 26 15.66762(W)     ADJUSTED  
 HA1399* NAVD 88     -                                                        
 HA1399  ___________________________________________________________________
 HA1399  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 HA1399  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HA1399
 HA1399  HORZ ORDER  -  THIRD
 HA1399
 HA1399.The horizontal coordinates were established by classical geodetic methods
 HA1399.and adjusted by the National Geodetic Survey in December 1995..
 HA1399
 HA1399
 HA1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1399
 HA1399.The geoid height was determined by GEOID03.
 HA1399
 HA1399;                    North         East     Units Scale Factor Converg.
 HA1399;SPC KY1Z     - 1,077,935.665 1,438,814.647   MT  1.00001229   -0 25 20.0
 HA1399;SPC KY1Z     - 3,536,527.26  4,720,511.05   sFT  1.00001229   -0 25 20.0
 HA1399;SPC KY S     -   577,924.339   438,817.889   MT  0.99995909   -0 25 01.4
 HA1399;SPC KY S     - 1,896,073.44  1,439,688.36   sFT  0.99995909   -0 25 01.4
 HA1399;UTM  16      - 4,098,738.207   550,010.791   MT  0.99963081   +0 20 19.2
 HA1399
 HA1399                          SUPERSEDED SURVEY CONTROL
 HA1399
 HA1399  NAD 83(1986)-  37 02 00.66594(N)    086 26 15.67322(W) AD(       ) 4
 HA1399  NAD 27      -  37 02 00.51500(N)    086 26 15.70700(W) AD(       ) 3
 HA1399
 HA1399.Superseded values are not recommended for survey control.
 HA1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1399.See file dsdata.txt to determine how the superseded data were derived.
 HA1399
 HA1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5001198738(NAD 83)
 HA1399_MARKER: 42 = RADIO/TV MAST
 HA1399
 HA1399  HISTORY     - Date     Condition        Report By
 HA1399  HISTORY     - 1952     FIRST OBSERVED   CGS
 HA1399
 HA1399                          STATION DESCRIPTION
 HA1399
 HA1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1399'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF BOWLING GREEN AND ABOUT
 HA1399'1/4 MILE EAST OF STATE HIGHWAY 67. IT IS THE EAST ONE OF THREE MASTS
 HA1399'THAT ARE SPACED ABOUT 800 FEET APART IN AN EAST-WEST DIRECTION. IT IS
 HA1399'ABOUT 269 FEET HIGH, OF STEEL CONSTRUCTION AND IS PAINTED IN
 HA1399'ALTERNATE SECTIONS OF RED AND WHITE. POINT OF INTERSECTION WAS A RED
 HA1399'LIGHT AT THE TOP OF THE MAST.
 HA1399'
 HA1399'TO REACH THE STATION FROM THE POST OFFICE IN BOWLING GREEN, GO WEST
 HA1399'AND NORTH ON STATE HIGHWAY 67 FOR 3.4 MILES TO A GRAVEL DRIVEWAY
 HA1399'RIGHT. TURN RIGHT AND FOLLOW DRIVEWAY BETWEEN FARM BUILDINGS FOR 0.2
 HA1399'MILE TO THE TRANSMISSION CONTROL BUILDING AND THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1400 ***********************************************************************
 HA1400  DESIGNATION -  BOWLING GREEN RAD WKCT MID MST
 HA1400  PID         -  HA1400
 HA1400  STATE/COUNTY-  KY/WARREN
 HA1400  USGS QUAD   -  BOWLING GREEN NORTH (1993)
 HA1400
 HA1400                         *CURRENT SURVEY CONTROL
 HA1400  ___________________________________________________________________
 HA1400* NAD 83(1993)-  37 02 00.41542(N)    086 26 24.06654(W)     ADJUSTED  
 HA1400* NAVD 88     -                                                        
 HA1400  ___________________________________________________________________
 HA1400  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 HA1400  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HA1400
 HA1400  HORZ ORDER  -  THIRD
 HA1400
 HA1400.The horizontal coordinates were established by classical geodetic methods
 HA1400.and adjusted by the National Geodetic Survey in December 1995..
 HA1400
 HA1400
 HA1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1400
 HA1400.The geoid height was determined by GEOID03.
 HA1400
 HA1400;                    North         East     Units Scale Factor Converg.
 HA1400;SPC KY1Z     - 1,077,929.753 1,438,607.019   MT  1.00001231   -0 25 25.1
 HA1400;SPC KY1Z     - 3,536,507.86  4,719,829.86   sFT  1.00001231   -0 25 25.1
 HA1400;SPC KY S     -   577,918.408   438,610.273   MT  0.99995910   -0 25 06.5
 HA1400;SPC KY S     - 1,896,053.98  1,439,007.20   sFT  0.99995910   -0 25 06.5
 HA1400;UTM  16      - 4,098,729.541   549,803.339   MT  0.99963055   +0 20 14.2
 HA1400
 HA1400                          SUPERSEDED SURVEY CONTROL
 HA1400
 HA1400  NAD 83(1986)-  37 02 00.42443(N)    086 26 24.07212(W) AD(       ) 4
 HA1400  NAD 27      -  37 02 00.27300(N)    086 26 24.10400(W) AD(       ) 3
 HA1400
 HA1400.Superseded values are not recommended for survey control.
 HA1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1400.See file dsdata.txt to determine how the superseded data were derived.
 HA1400
 HA1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4980398730(NAD 83)
 HA1400_MARKER: 42 = RADIO/TV MAST
 HA1400
 HA1400  HISTORY     - Date     Condition        Report By
 HA1400  HISTORY     - 1952     FIRST OBSERVED   CGS
 HA1400
 HA1400                          STATION DESCRIPTION
 HA1400
 HA1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1400'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF BOWLING GREEN AND ABOUT
 HA1400'1/4 MILE EAST OF STATE HIGHWAY 67. IT IS THE MIDDLE ONE OF
 HA1400'THREE MASTS THAT ARE SPACED ABOUT 800 FEET APART IN AN EAST-WEST
 HA1400'DIRECTION. IT IS ABOUT 269 FEET HIGH, OF STEEL CONSTRUCTION AND IS
 HA1400'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE. POINT OF INTERSECTION
 HA1400'WAS A RED LIGHT AT THE TOP OF THE MAST.
 HA1400'
 HA1400'TO REACH THE STATION FROM THE POST OFFICE IN BOWLING GREEN, GO WEST
 HA1400'AND NORTH ON STATE HIGHWAY 67 FOR 3.4 MILES TO A GRAVEL DRIVEWAY
 HA1400'RIGHT. TURN RIGHT AND FOLLOW DRIVEWAY BETWEEN FARM BUILDINGS FOR 0.2
 HA1400'MILE TO THE TRANSMISSION CONTROL BUILDING AND THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1401 ***********************************************************************
 HA1401  DESIGNATION -  BOWLING GREEN RAD WKCT W MST
 HA1401  PID         -  HA1401
 HA1401  STATE/COUNTY-  KY/WARREN
 HA1401  USGS QUAD   -  BOWLING GREEN NORTH (1993)
 HA1401
 HA1401                         *CURRENT SURVEY CONTROL
 HA1401  ___________________________________________________________________
 HA1401* NAD 83(1993)-  37 02 00.18522(N)    086 26 32.47256(W)     ADJUSTED  
 HA1401* NAVD 88     -                                                        
 HA1401  ___________________________________________________________________
 HA1401  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 HA1401  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HA1401
 HA1401  HORZ ORDER  -  THIRD
 HA1401
 HA1401.The horizontal coordinates were established by classical geodetic methods
 HA1401.and adjusted by the National Geodetic Survey in December 1995..
 HA1401
 HA1401
 HA1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1401
 HA1401.The geoid height was determined by GEOID03.
 HA1401
 HA1401;                    North         East     Units Scale Factor Converg.
 HA1401;SPC KY1Z     - 1,077,924.196 1,438,399.218   MT  1.00001233   -0 25 30.3
 HA1401;SPC KY1Z     - 3,536,489.63  4,719,148.10   sFT  1.00001233   -0 25 30.3
 HA1401;SPC KY S     -   577,912.832   438,402.483   MT  0.99995910   -0 25 11.6
 HA1401;SPC KY S     - 1,896,035.68  1,438,325.48   sFT  0.99995910   -0 25 11.6
 HA1401;UTM  16      - 4,098,721.227   549,595.710   MT  0.99963030   +0 20 09.1
 HA1401
 HA1401                          SUPERSEDED SURVEY CONTROL
 HA1401
 HA1401  NAD 83(1986)-  37 02 00.19427(N)    086 26 32.47813(W) AD(       ) 4
 HA1401  NAD 27      -  37 02 00.04200(N)    086 26 32.51000(W) AD(       ) 3
 HA1401
 HA1401.Superseded values are not recommended for survey control.
 HA1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1401.See file dsdata.txt to determine how the superseded data were derived.
 HA1401
 HA1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4959698721(NAD 83)
 HA1401_MARKER: 42 = RADIO/TV MAST
 HA1401
 HA1401  HISTORY     - Date     Condition        Report By
 HA1401  HISTORY     - 1952     FIRST OBSERVED   CGS
 HA1401
 HA1401                          STATION DESCRIPTION
 HA1401
 HA1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1401'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF BOWLING GREEN AND ABOUT
 HA1401'1/4 MILE EAST OF STATE HIGHWAY 67.  IT IS THE WEST ONE OF THREE
 HA1401'MASTS THAT ARE SPACED ABOUT 800 FEET APART IN AN EAST-WEST DIRECTION.
 HA1401'IT IS ABOUT 269 FEET HIGH, OF STEEL CONSTRUCTION AND IS PAINTED
 HA1401'IN ALTERNATE SECTIONS OF RED AND WHITE.  POINT OF INTERSECTION WAS A
 HA1401'RED LIGHT AT THE TOP OF THE MAST.
 HA1401'
 HA1401'TO REACH THE STATION FROM THE POST OFFICE IN BOWLING GREEN, GO WEST
 HA1401'AND NORTH ON STATE HIGHWAY 67 FOR 3.4 MILES TO A GRAVEL DRIVEWAY
 HA1401'RIGHT. TURN RIGHT AND FOLLOW DRIVEWAY BETWEEN FARM BUILDINGS FOR 0.2
 HA1401'MILE TO THE TRANSMISSION CONTROL BUILDING AND THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1402 ***********************************************************************
 HA1402  DESIGNATION -  BOWLING GREEN ST JOSEPH CH
 HA1402  PID         -  HA1402
 HA1402  STATE/COUNTY-  KY/WARREN
 HA1402  USGS QUAD   -  BOWLING GREEN NORTH (1993)
 HA1402
 HA1402                         *CURRENT SURVEY CONTROL
 HA1402  ___________________________________________________________________
 HA1402* NAD 83(1993)-  37 00 05.91700(N)    086 26 49.99034(W)     ADJUSTED  
 HA1402* NAVD 88     -                                                        
 HA1402  ___________________________________________________________________
 HA1402  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 HA1402  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HA1402
 HA1402  HORZ ORDER  -  THIRD
 HA1402
 HA1402.The horizontal coordinates were established by classical geodetic methods
 HA1402.and adjusted by the National Geodetic Survey in December 1995..
 HA1402
 HA1402
 HA1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1402
 HA1402.The geoid height was determined by GEOID03.
 HA1402
 HA1402;                    North         East     Units Scale Factor Converg.
 HA1402;SPC KY1Z     - 1,074,404.889 1,437,939.961   MT  1.00002055   -0 25 41.0
 HA1402;SPC KY1Z     - 3,524,943.37  4,717,641.36   sFT  1.00002055   -0 25 41.0
 HA1402;SPC KY S     -   574,393.680   437,943.572   MT  0.99996214   -0 25 22.2
 HA1402;SPC KY S     - 1,884,489.93  1,436,819.87   sFT  0.99996214   -0 25 22.2
 HA1402;UTM  16      - 4,095,197.494   549,183.385   MT  0.99962980   +0 19 57.7
 HA1402
 HA1402                          SUPERSEDED SURVEY CONTROL
 HA1402
 HA1402  NAD 83(1986)-  37 00 05.92613(N)    086 26 49.99610(W) AD(       ) 4
 HA1402  NAD 27      -  37 00 05.77000(N)    086 26 50.02000(W) AD(       ) 3
 HA1402
 HA1402.Superseded values are not recommended for survey control.
 HA1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1402.See file dsdata.txt to determine how the superseded data were derived.
 HA1402
 HA1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4918395197(NAD 83)
 HA1402_MARKER: 90 = CHURCH SPIRE
 HA1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1402+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 HA1402
 HA1402  HISTORY     - Date     Condition        Report By
 HA1402  HISTORY     - 1933     FIRST OBSERVED   CGS
 HA1402  HISTORY     - 1952     GOOD             CGS
 HA1402  HISTORY     - 20040513 GOOD             USPSQD
 HA1402
 HA1402                          STATION DESCRIPTION
 HA1402
 HA1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HA1402'STATION INTERSECTION AT BOWLING GREEN SPIRE, ST. JOSEPHS CATH.
 HA1402'CHURCH, NEAR NUGENT STREET.
 HA1402
 HA1402                          STATION RECOVERY (1952)
 HA1402
 HA1402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1402'THE STATION WAS RECOVERED AS DESCRIBED.
 HA1402
 HA1402                          STATION RECOVERY (2004)
 HA1402
 HA1402'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 HA1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2124 ***********************************************************************
 GC2124  DESIGNATION -  BOWLING GREEN STA WLBJ M MAST
 GC2124  PID         -  GC2124
 GC2124  STATE/COUNTY-  KY/WARREN
 GC2124  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC2124
 GC2124                         *CURRENT SURVEY CONTROL
 GC2124  ___________________________________________________________________
 GC2124* NAD 83(1993)-  36 59 47.53154(N)    086 24 13.71616(W)     ADJUSTED  
 GC2124* NAVD 88     -                                                        
 GC2124  ___________________________________________________________________
 GC2124  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 GC2124  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GC2124
 GC2124  HORZ ORDER  -  THIRD
 GC2124
 GC2124.The horizontal coordinates were established by classical geodetic methods
 GC2124.and adjusted by the National Geodetic Survey in December 1995..
 GC2124
 GC2124
 GC2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2124
 GC2124.The geoid height was determined by GEOID03.
 GC2124
 GC2124;                    North         East     Units Scale Factor Converg.
 GC2124;SPC KY1Z     - 1,073,810.151 1,441,799.837   MT  1.00002190   -0 24 05.1
 GC2124;SPC KY1Z     - 3,522,992.14  4,730,304.97   sFT  1.00002190   -0 24 05.1
 GC2124;SPC KY S     -   573,799.318   441,803.273   MT  0.99996266   -0 23 47.4
 GC2124;SPC KY S     - 1,882,539.93  1,449,482.90   sFT  0.99996266   -0 23 47.4
 GC2124;UTM  16      - 4,094,654.250   553,049.310   MT  0.99963467   +0 21 31.6
 GC2124
 GC2124                          SUPERSEDED SURVEY CONTROL
 GC2124
 GC2124  NAD 83(1986)-  36 59 47.54054(N)    086 24 13.72193(W) AD(       ) 4
 GC2124  NAD 27      -  36 59 47.39500(N)    086 24 13.75500(W) AD(       ) 3
 GC2124
 GC2124.Superseded values are not recommended for survey control.
 GC2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2124.See file dsdata.txt to determine how the superseded data were derived.
 GC2124
 GC2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5304994654(NAD 83)
 GC2124_MARKER: 42 = RADIO/TV MAST
 GC2124
 GC2124  HISTORY     - Date     Condition        Report By
 GC2124  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2124  HISTORY     - 1965     GOOD             CGS
 GC2124  HISTORY     - 1974     GOOD             NGS
 GC2124  HISTORY     - 1979     GOOD             NGS
 GC2124
 GC2124                          STATION DESCRIPTION
 GC2124
 GC2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2124'STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF BOWLING GREEN.  THE
 GC2124'STATION IS A STEEL STRUCTURE 255 FEET HIGH PAINTED IN ALTERNATE
 GC2124'COLORS OF RED AND WHITE.  THE POINT OF INTERSECTION WAS THE CENTER OF
 GC2124'THE TOP OF THE MAST.
 GC2124'
 GC2124'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W ALTERNATE
 GC2124'AND STATE HIGHWAY 234 IN THE EAST EDGE OF BOWLING GREEN, GO EAST ON
 GC2124'STATE HIGHWAY 234 FOR 1.1 MILE TO A GRAVEL SIDE ROAD LEFT, TURN LEFT
 GC2124'AND GO NORTH FOR 0.65 MILE TO A CROSSROAD, TURN RIGHT AND GO 0.1
 GC2124'MILE TO THE STATION ON THE RIGHT.
 GC2124
 GC2124                          STATION RECOVERY (1965)
 GC2124
 GC2124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MHF)
 GC2124'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION OF
 GC2124'1952 IS ADEQUATE FOR RECOVERY.
 GC2124
 GC2124                          STATION RECOVERY (1974)
 GC2124
 GC2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 GC2124'STATION RECOVERED AS DESCRIBED IN QUAD. 360861, STATION 1041.
 GC2124'
 GC2124'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.0 MILE
 GC2124'NE OF BOWLING GREEN.
 GC2124
 GC2124                          STATION RECOVERY (1979)
 GC2124
 GC2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 GC2124'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE TWO ADDITIONAL MASTS
 GC2124'APPEAR TO STILL BE IN PLACE.
 GC2124'
 GC2124'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ONE MILE NORTHEAST
 GC2124'OF BOWLING GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2125 ***********************************************************************
 GC2125  DESIGNATION -  BOWLING GREEN STA WLBJ N MAST
 GC2125  PID         -  GC2125
 GC2125  STATE/COUNTY-  KY/WARREN
 GC2125  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC2125
 GC2125                         *CURRENT SURVEY CONTROL
 GC2125  ___________________________________________________________________
 GC2125* NAD 83(1993)-  36 59 50.88490(N)    086 24 12.18661(W)     ADJUSTED  
 GC2125* NAVD 88     -                                                        
 GC2125  ___________________________________________________________________
 GC2125  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 GC2125  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GC2125
 GC2125  HORZ ORDER  -  THIRD
 GC2125
 GC2125.The horizontal coordinates were established by classical geodetic methods
 GC2125.and adjusted by the National Geodetic Survey in December 1995..
 GC2125
 GC2125
 GC2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2125
 GC2125.The geoid height was determined by GEOID03.
 GC2125
 GC2125;                    North         East     Units Scale Factor Converg.
 GC2125;SPC KY1Z     - 1,073,913.260 1,441,838.381   MT  1.00002165   -0 24 04.2
 GC2125;SPC KY1Z     - 3,523,330.42  4,730,431.42   sFT  1.00002165   -0 24 04.2
 GC2125;SPC KY S     -   573,902.424   441,841.806   MT  0.99996257   -0 23 46.5
 GC2125;SPC KY S     - 1,882,878.20  1,449,609.33   sFT  0.99996257   -0 23 46.5
 GC2125;UTM  16      - 4,094,757.821   553,086.468   MT  0.99963472   +0 21 32.5
 GC2125
 GC2125                          SUPERSEDED SURVEY CONTROL
 GC2125
 GC2125  NAD 83(1986)-  36 59 50.89377(N)    086 24 12.19272(W) AD(       ) 4
 GC2125  NAD 27      -  36 59 50.74500(N)    086 24 12.23300(W) AD(       ) 3
 GC2125
 GC2125.Superseded values are not recommended for survey control.
 GC2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2125.See file dsdata.txt to determine how the superseded data were derived.
 GC2125
 GC2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5308694758(NAD 83)
 GC2125_MARKER: 42 = RADIO/TV MAST
 GC2125
 GC2125  HISTORY     - Date     Condition        Report By
 GC2125  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2125  HISTORY     - 1965     GOOD             CGS
 GC2125  HISTORY     - 1974     GOOD             NGS
 GC2125
 GC2125                          STATION DESCRIPTION
 GC2125
 GC2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2125'STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF BOWLING GREEN.  THE
 GC2125'STATION IS A STEEL STRUCTURE 255 FEET HIGH PAINTED IN ALTERNATE
 GC2125'COLORS OF RED AND WHITE.  THE POINT OF INTERSECTION WAS THE CENTER OF
 GC2125'THE TOP OF THE MAST.
 GC2125'
 GC2125'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W ALTERNATE
 GC2125'AND STATE HIGHWAY 234 IN THE EAST EDGE OF BOWLING GREEN, GO EAST ON
 GC2125'STATE HIGHWAY 234 FOR 1.1 MILE TO A GRAVEL SIDE ROAD LEFT, TURN LEFT
 GC2125'AND GO NORTH FOR 0.65 MILE TO A CROSSROAD, TURN RIGHT AND GO 0.1
 GC2125'MILE TO THE STATION ON THE RIGHT.
 GC2125
 GC2125                          STATION RECOVERY (1965)
 GC2125
 GC2125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MHF)
 GC2125'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION OF
 GC2125'1952 IS ADEQUATE FOR RECOVERY.
 GC2125
 GC2125                          STATION RECOVERY (1974)
 GC2125
 GC2125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 GC2125'STATION RECOVERED AS DESCRIBED IN QUAD. 360861, STATION 1040.
 GC2125'
 GC2125'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.0 MILE
 GC2125'NE OF BOWLING GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2126 ***********************************************************************
 GC2126  DESIGNATION -  BOWLING GREEN STA WLBJ S MAST
 GC2126  PID         -  GC2126
 GC2126  STATE/COUNTY-  KY/WARREN
 GC2126  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC2126
 GC2126                         *CURRENT SURVEY CONTROL
 GC2126  ___________________________________________________________________
 GC2126* NAD 83(1993)-  36 59 44.18703(N)    086 24 15.22584(W)     ADJUSTED  
 GC2126* NAVD 88     -                                                        
 GC2126  ___________________________________________________________________
 GC2126  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GC2126  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GC2126
 GC2126  HORZ ORDER  -  THIRD
 GC2126
 GC2126.The horizontal coordinates were established by classical geodetic methods
 GC2126.and adjusted by the National Geodetic Survey in December 1995..
 GC2126
 GC2126
 GC2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2126
 GC2126.The geoid height was determined by GEOID03.
 GC2126
 GC2126;                    North         East     Units Scale Factor Converg.
 GC2126;SPC KY1Z     - 1,073,707.311 1,441,761.785   MT  1.00002215   -0 24 06.0
 GC2126;SPC KY1Z     - 3,522,654.74  4,730,180.12   sFT  1.00002215   -0 24 06.0
 GC2126;SPC KY S     -   573,696.481   441,765.232   MT  0.99996276   -0 23 48.4
 GC2126;SPC KY S     - 1,882,202.54  1,449,358.10   sFT  0.99996276   -0 23 48.4
 GC2126;UTM  16      - 4,094,550.954   553,012.640   MT  0.99963462   +0 21 30.7
 GC2126
 GC2126                          SUPERSEDED SURVEY CONTROL
 GC2126
 GC2126  NAD 83(1986)-  36 59 44.19609(N)    086 24 15.23120(W) AD(       ) 4
 GC2126  NAD 27      -  36 59 44.04800(N)    086 24 15.27100(W) AD(       ) 3
 GC2126
 GC2126.Superseded values are not recommended for survey control.
 GC2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2126.See file dsdata.txt to determine how the superseded data were derived.
 GC2126
 GC2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5301394551(NAD 83)
 GC2126_MARKER: 42 = RADIO/TV MAST
 GC2126
 GC2126  HISTORY     - Date     Condition        Report By
 GC2126  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2126  HISTORY     - 1965     GOOD             CGS
 GC2126  HISTORY     - 1974     GOOD             NGS
 GC2126
 GC2126                          STATION DESCRIPTION
 GC2126
 GC2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2126'STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF BOWLING GREEN.  THE
 GC2126'STATION IS A STEEL STRUCTURE 255 FEET HIGH PAINTED IN ALTERNATE
 GC2126'COLORS OF RED AND WHITE.  THE POINT OF INTERSECTION WAS THE CENTER OF
 GC2126'THE TOP OF THE MAST.
 GC2126'
 GC2126'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W ALTERNATE
 GC2126'AND STATE HIGHWAY 234 IN THE EAST EDGE OF BOWLING GREEN, GO EAST ON
 GC2126'STATE HIGHWAY 234 FOR 1.1 MILE TO A GRAVEL SIDE ROAD LEFT, TURN LEFT
 GC2126'AND GO NORTH FOR 0.65 MILE TO A CROSSROAD, TURN RIGHT AND GO 0.1
 GC2126'MILE TO THE STATION ON THE RIGHT.
 GC2126
 GC2126                          STATION RECOVERY (1965)
 GC2126
 GC2126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MHF)
 GC2126'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION OF
 GC2126'1952 IS ADEQUATE FOR RECOVERY.
 GC2126
 GC2126                          STATION RECOVERY (1974)
 GC2126
 GC2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 GC2126'STATION RECOVERED AS DESCRIBED IN QUAD. 360861, STATION 1042.
 GC2126'
 GC2126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.0 MILE
 GC2126'NE OF BOWLING GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2127 ***********************************************************************
 GC2127  DESIGNATION -  BOWLING GREEN STATE ST ME CH
 GC2127  PID         -  GC2127
 GC2127  STATE/COUNTY-  KY/WARREN
 GC2127  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC2127
 GC2127                         *CURRENT SURVEY CONTROL
 GC2127  ___________________________________________________________________
 GC2127* NAD 83(1993)-  36 59 28.33934(N)    086 26 35.90801(W)     ADJUSTED  
 GC2127* NAVD 88     -                                                        
 GC2127  ___________________________________________________________________
 GC2127  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 GC2127  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GC2127
 GC2127  HORZ ORDER  -  THIRD
 GC2127
 GC2127.The horizontal coordinates were established by classical geodetic methods
 GC2127.and adjusted by the National Geodetic Survey in December 1995..
 GC2127
 GC2127
 GC2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2127
 GC2127.The geoid height was determined by GEOID03.
 GC2127
 GC2127;                    North         East     Units Scale Factor Converg.
 GC2127;SPC KY1Z     - 1,073,243.891 1,438,279.537   MT  1.00002332   -0 25 32.4
 GC2127;SPC KY1Z     - 3,521,134.33  4,718,755.45   sFT  1.00002332   -0 25 32.4
 GC2127;SPC KY S     -   573,232.782   438,283.233   MT  0.99996321   -0 25 13.7
 GC2127;SPC KY S     - 1,880,681.22  1,437,934.24   sFT  0.99996321   -0 25 13.7
 GC2127;UTM  16      - 4,094,041.560   549,538.206   MT  0.99963023   +0 20 05.9
 GC2127
 GC2127                          SUPERSEDED SURVEY CONTROL
 GC2127
 GC2127  NAD 83(1986)-  36 59 28.34838(N)    086 26 35.91373(W) AD(       ) 4
 GC2127  NAD 27      -  36 59 28.20000(N)    086 26 35.94000(W) AD(       ) 3
 GC2127
 GC2127.Superseded values are not recommended for survey control.
 GC2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2127.See file dsdata.txt to determine how the superseded data were derived.
 GC2127
 GC2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4953894042(NAD 83)
 GC2127_MARKER: 55 = TOWER
 GC2127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2127+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 GC2127
 GC2127  HISTORY     - Date     Condition        Report By
 GC2127  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2127  HISTORY     - 1952     GOOD             CGS
 GC2127  HISTORY     - 20040513 GOOD             USPSQD
 GC2127
 GC2127                          STATION DESCRIPTION
 GC2127
 GC2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2127'STATE AND ELEVENTH STREETS.
 GC2127
 GC2127                          STATION RECOVERY (1952)
 GC2127
 GC2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2127'THE STATION WAS RECOVERED AS DESCRIBED.
 GC2127'
 GC2127'THE STEEPLE IS A ROCK TOWER.
 GC2127
 GC2127                          STATION RECOVERY (2004)
 GC2127
 GC2127'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 GC2127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2128 ***********************************************************************
 GC2128  DESIGNATION -  BOWLING GREEN SUPT SCH BLDG
 GC2128  PID         -  GC2128
 GC2128  STATE/COUNTY-  KY/WARREN
 GC2128  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC2128
 GC2128                         *CURRENT SURVEY CONTROL
 GC2128  ___________________________________________________________________
 GC2128* NAD 83(1993)-  36 59 32.94850(N)    086 26 40.88654(W)     ADJUSTED  
 GC2128* NAVD 88     -                                                        
 GC2128  ___________________________________________________________________
 GC2128  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GC2128  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GC2128
 GC2128  HORZ ORDER  -  THIRD
 GC2128
 GC2128.The horizontal coordinates were established by classical geodetic methods
 GC2128.and adjusted by the National Geodetic Survey in December 1995..
 GC2128
 GC2128
 GC2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2128
 GC2128.The geoid height was determined by GEOID03.
 GC2128
 GC2128;                    North         East     Units Scale Factor Converg.
 GC2128;SPC KY1Z     - 1,073,386.893 1,438,157.485   MT  1.00002298   -0 25 35.4
 GC2128;SPC KY1Z     - 3,521,603.50  4,718,355.02   sFT  1.00002298   -0 25 35.4
 GC2128;SPC KY S     -   573,375.764   438,161.175   MT  0.99996308   -0 25 16.7
 GC2128;SPC KY S     - 1,881,150.32  1,437,533.79   sFT  0.99996308   -0 25 16.7
 GC2128;UTM  16      - 4,094,182.873   549,414.314   MT  0.99963008   +0 20 02.9
 GC2128
 GC2128                          SUPERSEDED SURVEY CONTROL
 GC2128
 GC2128  NAD 83(1986)-  36 59 32.95755(N)    086 26 40.89228(W) AD(       ) 4
 GC2128  NAD 27      -  36 59 32.81000(N)    086 26 40.92000(W) AD(       ) 3
 GC2128
 GC2128.Superseded values are not recommended for survey control.
 GC2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2128.See file dsdata.txt to determine how the superseded data were derived.
 GC2128
 GC2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4941494183(NAD 83)
 GC2128_MARKER: 89 = SPIRE
 GC2128
 GC2128  HISTORY     - Date     Condition        Report By
 GC2128  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2128  HISTORY     - 1952     GOOD             CGS
 GC2128  HISTORY     - 20040513 MARK NOT FOUND   USPSQD
 GC2128
 GC2128                          STATION DESCRIPTION
 GC2128
 GC2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2128'ELEVENTH AND COLLEGE STREETS.
 GC2128
 GC2128                          STATION RECOVERY (1952)
 GC2128
 GC2128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2128'THE STATION WAS RECOVERED AS DESCRIBED.
 GC2128
 GC2128                          STATION RECOVERY (2004)
 GC2128
 GC2128'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 GC2128'A PARKING LOT WAS FOUND AT THIS LOCATION. APPARENTLY THE SCHOOL
 GC2128' 
 GC2128'HAS BEEN TORN  DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2130 ***********************************************************************
 GC2130  DESIGNATION -  BOWLING GREEN WARREN CO CTHSE
 GC2130  PID         -  GC2130
 GC2130  STATE/COUNTY-  KY/WARREN
 GC2130  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC2130
 GC2130                         *CURRENT SURVEY CONTROL
 GC2130  ___________________________________________________________________
 GC2130* NAD 83(1993)-  36 59 32.94223(N)    086 26 34.42198(W)     ADJUSTED  
 GC2130* NAVD 88     -                                                        
 GC2130  ___________________________________________________________________
 GC2130  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GC2130  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GC2130
 GC2130  HORZ ORDER  -  THIRD
 GC2130
 GC2130.The horizontal coordinates were established by classical geodetic methods
 GC2130.and adjusted by the National Geodetic Survey in December 1995..
 GC2130
 GC2130
 GC2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2130
 GC2130.The geoid height was determined by GEOID03.
 GC2130
 GC2130;                    North         East     Units Scale Factor Converg.
 GC2130;SPC KY1Z     - 1,073,385.511 1,438,317.338   MT  1.00002298   -0 25 31.5
 GC2130;SPC KY1Z     - 3,521,598.96  4,718,879.47   sFT  1.00002298   -0 25 31.5
 GC2130;SPC KY S     -   573,374.397   438,321.019   MT  0.99996308   -0 25 12.8
 GC2130;SPC KY S     - 1,881,145.83  1,438,058.21   sFT  0.99996308   -0 25 12.8
 GC2130;UTM  16      - 4,094,183.614   549,574.109   MT  0.99963027   +0 20 06.8
 GC2130
 GC2130                          SUPERSEDED SURVEY CONTROL
 GC2130
 GC2130  NAD 83(1986)-  36 59 32.95129(N)    086 26 34.42770(W) AD(       ) 4
 GC2130  NAD 27      -  36 59 32.79500(N)    086 26 34.44200(W) AD(       ) 3
 GC2130
 GC2130.Superseded values are not recommended for survey control.
 GC2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2130.See file dsdata.txt to determine how the superseded data were derived.
 GC2130
 GC2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4957494184(NAD 83)
 GC2130_MARKER: 55 = TOWER
 GC2130
 GC2130  HISTORY     - Date     Condition        Report By
 GC2130  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2130  HISTORY     - 1952     GOOD             CGS
 GC2130
 GC2130                          STATION DESCRIPTION
 GC2130
 GC2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2130'TENTH AND COLLEGE STREETS.
 GC2130
 GC2130                          STATION RECOVERY (1952)
 GC2130
 GC2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2130'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2185 ***********************************************************************
 HZ2185  DESIGNATION -  BOWMAN AZ MK RESET
 HZ2185  PID         -  HZ2185
 HZ2185  STATE/COUNTY-  KY/JEFFERSON
 HZ2185  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2185
 HZ2185                         *CURRENT SURVEY CONTROL
 HZ2185  ___________________________________________________________________
 HZ2185* NAD 83(1993)-  38 13 31.21527(N)    085 40 02.53193(W)     ADJUSTED  
 HZ2185* NAVD 88     -       165.3    (meters)     542.     (feet)  VERTCON   
 HZ2185  ___________________________________________________________________
 HZ2185  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 HZ2185  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2185
 HZ2185  HORZ ORDER  -  SECOND
 HZ2185
 HZ2185.The horizontal coordinates were established by classical geodetic methods
 HZ2185.and adjusted by the National Geodetic Survey in December 1995..
 HZ2185
 HZ2185.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2185
 HZ2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2185
 HZ2185.The geoid height was determined by GEOID03.
 HZ2185
 HZ2185;                    North         East     Units Scale Factor Converg.
 HZ2185;SPC KY1Z     - 1,209,984.131 1,507,234.779   MT  0.99992343   +0 03 02.6
 HZ2185;SPC KY1Z     - 3,969,756.27  4,944,986.10   sFT  0.99992343   +0 03 02.6
 HZ2185;SPC KY N     -    81,464.847   375,899.306   MT  0.99997095   -0 52 54.1
 HZ2185;SPC KY N     -   267,272.59  1,233,262.97   sFT  0.99997095   -0 52 54.1
 HZ2185;UTM  16      - 4,231,656.606   616,644.926   MT  0.99976757   +0 49 28.8
 HZ2185
 HZ2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2185!SPC KY1Z     -   0.99997928  x   0.99992343  =   0.99990271
 HZ2185!SPC KY N     -   0.99997928  x   0.99997095  =   0.99995023
 HZ2185!UTM  16      -   0.99997928  x   0.99976757  =   0.99974685
 HZ2185
 HZ2185|---------------------------------------------------------------------|
 HZ2185| PID    Reference Object                     Distance      Geod. Az  |
 HZ2185|                                                           dddmmss.s |
 HZ2185| HZ1863 BOWMAN RESET                        270.051 METERS 14543     |
 HZ2185| HZ2149 LOUISVILLE WATER CO TANK            APPROX. 3.5 KM 3371834.3 |
 HZ2185|---------------------------------------------------------------------|
 HZ2185
 HZ2185                          SUPERSEDED SURVEY CONTROL
 HZ2185
 HZ2185  NAD 83(1986)-  38 13 31.21938(N)    085 40 02.53904(W) AD(       ) 2
 HZ2185  NAD 27      -  38 13 30.96680(N)    085 40 02.67820(W) AD(       ) 2
 HZ2185  NGVD 29 (07/19/86)  165.5    (m)          543.     (f) VERT ANG       
 HZ2185
 HZ2185.Superseded values are not recommended for survey control.
 HZ2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2185.See file dsdata.txt to determine how the superseded data were derived.
 HZ2185
 HZ2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1664531657(NAD 83)
 HZ2185_MARKER: DZ = AZIMUTH MARK DISK
 HZ2185_SETTING: 0 = UNSPECIFIED SETTING
 HZ2185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2185
 HZ2185  HISTORY     - Date     Condition        Report By
 HZ2185  HISTORY     - 1961     MONUMENTED       KYHD
 HZ2185  HISTORY     - 1967     GOOD             CGS
 HZ2185
 HZ2185                          STATION DESCRIPTION
 HZ2185
 HZ2185'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 HZ2185'STATION IS AT THE BOWMAN FLYING FIELD, ABOUT 5 MILES EAST-SOUTHEAST
 HZ2185'OF LOUISVILLE, ABOUT 2-1/4 MILES SOUTH OF ST.  MATTHEWS ON THE
 HZ2185'NORTH SIDE OF TAYLORSVILLE ROAD. PROPERTY BELONGS TO THE CITY OF
 HZ2185'LOUISVILLE. STATION IS 341.3 FEET NORTHEAST OF THE SOUTHEAST
 HZ2185'CORNER OF THE LOUISVILLE FLYING SERVICE HANGAR, 282.5 FEET EAST OF
 HZ2185'THE NORTHEAST CORNER OF THE HANGAR, 280.7 FEET SOUTHEAST OF THE
 HZ2185'INTERSECTION OF THE EAST EDGE OF THE SOUTHWEST TAXIWAY AND THE SOUTH
 HZ2185'EDGE OF THE NORTHEAST-SOUTHWEST RUNWAY AND 1 FOOT EAST OF THE
 HZ2185'EAST EDGE OF THE SOUTHWEST TAXIWAY. THE MARK IS A KENTUCKY
 HZ2185'DEPARTMENT OF HIGHWAYS AZIMUTH DISK SET IN TOP OF CONCRETE POST FLUSH
 HZ2185'WITH GROUND AND STAMPED BOWMAN 1935, RESET 1961.
 HZ2185'
 HZ2185'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HZ2185
 HZ2185                          STATION RECOVERY (1967)
 HZ2185
 HZ2185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ETO)
 HZ2185'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE
 HZ2185'PREVIOUS DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1863 ***********************************************************************
 HZ1863  DESIGNATION -  BOWMAN RESET
 HZ1863  PID         -  HZ1863
 HZ1863  STATE/COUNTY-  KY/JEFFERSON
 HZ1863  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ1863
 HZ1863                         *CURRENT SURVEY CONTROL
 HZ1863  ___________________________________________________________________
 HZ1863* NAD 83(1993)-  38 13 23.97829(N)    085 39 56.27854(W)     ADJUSTED  
 HZ1863* NAVD 88     -       163.80   (meters)     537.4    (feet)  RESET     
 HZ1863  ___________________________________________________________________
 HZ1863  X           -     379,186.568 (meters)                     COMP
 HZ1863  Y           -  -5,002,882.756 (meters)                     COMP
 HZ1863  Z           -   3,925,028.906 (meters)                     COMP
 HZ1863  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 HZ1863  ELLIP HEIGHT-         130.46  (meters)          (09/11/97) GPS OBS
 HZ1863  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ1863
 HZ1863  HORZ ORDER  -  SECOND
 HZ1863  VERT ORDER  -  THIRD
 HZ1863  ELLP ORDER  -  FIFTH     CLASS I
 HZ1863
 HZ1863.This mark is at Louisville (BOWMAN) Airport (LOU)
 HZ1863
 HZ1863.The horizontal coordinates were established by GPS observations
 HZ1863.and adjusted by the National Geodetic Survey in September 1997..
 HZ1863
 HZ1863.The orthometric height was computed from unverified reset data.
 HZ1863.No vertical observational check was made to the station.
 HZ1863.WARNING-GPS observations at this control monument resulted in a GPS
 HZ1863.derived orthometric height which differed from the leveled height by
 HZ1863.more than one decimeter (0.1 meter).
 HZ1863
 HZ1863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1863
 HZ1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1863
 HZ1863.The ellipsoidal height was determined by GPS observations
 HZ1863.and is referenced to NAD 83.
 HZ1863
 HZ1863.The geoid height was determined by GEOID03.
 HZ1863
 HZ1863;                    North         East     Units Scale Factor Converg.
 HZ1863;SPC KY1Z     - 1,209,761.143 1,507,387.071   MT  0.99992322   +0 03 06.5
 HZ1863;SPC KY1Z     - 3,969,024.68  4,945,485.75   sFT  0.99992322   +0 03 06.5
 HZ1863;SPC KY N     -    81,239.400   376,047.956   MT  0.99997109   -0 52 50.2
 HZ1863;SPC KY N     -   266,532.93  1,233,750.67   sFT  0.99997109   -0 52 50.2
 HZ1863;UTM  16      - 4,231,435.729   616,800.191   MT  0.99976801   +0 49 32.5
 HZ1863
 HZ1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1863!SPC KY1Z     -   0.99997953  x   0.99992322  =   0.99990275
 HZ1863!SPC KY N     -   0.99997953  x   0.99997109  =   0.99995062
 HZ1863!UTM  16      -   0.99997953  x   0.99976801  =   0.99974754
 HZ1863
 HZ1863:                Primary Azimuth Mark                     Grid Az
 HZ1863:SPC KY1Z     -  FAA LOU ARP                              023 35 20.1
 HZ1863:SPC KY N     -  FAA LOU ARP                              024 31 16.8
 HZ1863:UTM  16      -  FAA LOU ARP                              022 48 54.1
 HZ1863
 HZ1863|---------------------------------------------------------------------|
 HZ1863| PID    Reference Object                     Distance      Geod. Az  |
 HZ1863|                                                           dddmmss.s |
 HZ1863| HZ2663 FAA LOU ARP                         APPROX. 0.6 KM 0233826.6 |
 HZ1863| HZ1864 BOWMAN RM 1                          36.615 METERS 05318     |
 HZ1863| HZ2183 BOWMAN FIELD ADMIN BLDG AWY BN       75.512 METERS 28704     |
 HZ1863| AI6927 BOWMAN AZ MK                                       2955154.2 |
 HZ1863| HZ2185 BOWMAN AZ MK RESET                  270.051 METERS 32543     |
 HZ1863| HZ1456 BOWMAN RM 2                          18.041 METERS 33150     |
 HZ1863| HZ2149 LOUISVILLE WATER CO TANK            APPROX. 3.7 KM 3362853.3 |
 HZ1863|---------------------------------------------------------------------|
 HZ1863
 HZ1863                          SUPERSEDED SURVEY CONTROL
 HZ1863
 HZ1863  NAD 83(1993)-  38 13 23.98113(N)    085 39 56.28090(W) AD(       ) 2
 HZ1863  NAD 83(1986)-  38 13 23.98510(N)    085 39 56.28788(W) AD(       ) 2
 HZ1863  NAD 27      -  38 13 23.73300(N)    085 39 56.42800(W) AD(       ) 2
 HZ1863  NGVD 29 (10/08/05)  163.95   (m)          537.9    (f) RESET       3  
 HZ1863
 HZ1863.Superseded values are not recommended for survey control.
 HZ1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1863.See file dsdata.txt to determine how the superseded data were derived.
 HZ1863
 HZ1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1680031436(NAD 83)
 HZ1863_MARKER: DS = TRIANGULATION STATION DISK
 HZ1863_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HZ1863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1863_STAMPING: BOWMAN 1935 1977
 HZ1863_MARK LOGO: NGS   
 HZ1863_PROJECTION: FLUSH
 HZ1863_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1863+STABILITY: SURFACE MOTION
 HZ1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1863+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1996
 HZ1863
 HZ1863  HISTORY     - Date     Condition        Report By
 HZ1863  HISTORY     - 1977     MONUMENTED       NGS
 HZ1863  HISTORY     - 19770615 GOOD             NGS
 HZ1863  HISTORY     - 1978     GOOD             NGS
 HZ1863  HISTORY     - 1982     GOOD             NGS
 HZ1863  HISTORY     - 19960903 GOOD             NGS
 HZ1863
 HZ1863                          STATION DESCRIPTION
 HZ1863
 HZ1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 HZ1863'3.2 KM (2.0 MI) SOUTH FROM ST MATTHEWS.
 HZ1863'AT BOWMAN FLYING FIELD, JUST EAST OF THE ADMINISTRATION BUILDING, 14.6
 HZ1863'METERS (48.0 FT) EAST OF A WOVEN WIRE FENCE, 29.0 METERS (95.0 FT)
 HZ1863'SOUTHWEST OF THE NORTHWEST CORNER OF AN AIRPLANE HANGAR, 39.3 METERS
 HZ1863'(129.0 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE HANGAR,AND
 HZ1863'SURROUNDED BY PAVEMENT OF PAVED TAXI AND PLANE PARKING AREA.
 HZ1863
 HZ1863                          STATION RECOVERY (1977)
 HZ1863
 HZ1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HZ1863'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 HZ1863'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.
 HZ1863'THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT A DIRECTION COULD NOT BE
 HZ1863'MADE DUE TO PLANE PARKED AT THE SITE.  REFERENCE MARK 3 WAS SET TO
 HZ1863'HELP IN FUTURE RECOVERY OF THE STATION.  THE AZIMUTH MARK WAS NOT
 HZ1863'SEARCHED FOR DUE TO IT BEING ON THE AIRFIELD.  THE STATION MARK WAS
 HZ1863'FOUND TO BE BELOW PAVEMENT AND A NEW MONUMENT WAS SET ON TOP OF IT IN
 HZ1863'ORDER TO BRING THE MARK TO PAVEMENT LEVEL.  A NEW DESCRIPTION FOLLOWS.
 HZ1863'THE STATION IS LOCATED AT THE BOWMAN FLYING FIELD ABOUT 220 FT (67.1
 HZ1863'M) EAST OF THE ADMINISTRATION BUILDING 48 FT (14.6 M) EAST OF A WOVEN
 HZ1863'WIRE FENCE 95 FT (29.0 M) SOUTHWEST OF THE NORTHWEST CORNER OF
 HZ1863'AIRPLANE HANGAR 129 FT (39.3 M) NORTHWEST OF THE SOUTHWEST CORNER OF
 HZ1863'THE HANGAR.  THE MONUMENT IS SET FLUSH WITH THE PAVEMENT OF AIRPLANE
 HZ1863'TAXI AND PARKING AREA.  THE DISK IS STAMPED--BOWMAN 1935 1977--.
 HZ1863'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN THE CENTER
 HZ1863'OF CONCRETE SIDEWALK 59 FT (18.0 M) NORTHWEST OF ENTRANCE TO OFFICES
 HZ1863'OF HANGAR AND 34 FT (10.4 M) NORTH OF THE NORTHWEST CORNER OF THE
 HZ1863'HANGAR. REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 HZ1863'CENTER OF CONCRETE SIDEWALK 15 FT (4.6 M) EAST AND DIRECTLY ON LINE
 HZ1863'WITH GATE 39 FT (11.9 M) SOUTHEAST OF A FENCE CORNER.  THE DISK IS
 HZ1863'STAMPED --BOWMANM 1935 NO 2 1977--. REFERENCE MARK 3 IS A STANDARD
 HZ1863'PRE-CAST ALUMINUM MONUMENT FLUSH WITH THE GROUND, STAMPED---BOWMAN
 HZ1863'1935 NO 3 1977---, 6 INCHES EAST OF FENCE 11 FT (3.4 M) NORTH OF NORTH
 HZ1863'EDGE OF SIDEWALK AND 46 FT (14.0 M) SOUTH OF THE CENTER OF GATE TO
 HZ1863'ADMINISTRATION BUILDING.
 HZ1863
 HZ1863                          STATION RECOVERY (1978)
 HZ1863
 HZ1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JWB)
 HZ1863'THE STATION WAS RECOVERED BUT THE DISK HAS EVIDENTLY BEEN RESET AS
 HZ1863'IT IS A STANDARD NGS DISK STAMPED BOWMAN 1935 - 1977.  REFERENCE
 HZ1863'MARKS 1 AND 2 WERE RECOVERED AND REFERENCE MEASUREMENTS TO THE
 HZ1863'STATION CHECKED 0.01 FT. AND 0.06 FT. ( BOWMAN 1935 - 1977 TO RM 1
 HZ1863'120.14 FT. BOWMAN 1935 - 1977 TO RM 2 59.13 FT.)
 HZ1863'THE AZIMUTH MARK, BOWMAN 1935 RESET 1961 WAS RECOVERED AS
 HZ1863'DESCRIBED.
 HZ1863'
 HZ1863'DUE TO CHANGES AROUND THE STATION A NEW DESCRIPTION IS AS FOLLOWS--
 HZ1863'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF AIRCRAFT RAMP
 HZ1863'AREA WEST OF THE EAST HANGAR, 95.4 SOUTHWEST OF THE NORTHEAST
 HZ1863'CORNER OF THE EAST HANGAR (CENTRAL AMERICAN AIRWAYS FLYING
 HZ1863'SERVICE), 97.5 FEET SOUTHEAST OF FENCE CORNER OF WOVEN STEEL
 HZ1863'FENCE AROUND OLD ADMINISTRATION BUILDING AND 47.9 FEET EAST OF
 HZ1863'WOVEN STEEL FENCE ON EAST SIDE OF OLD ADMINISTRATION BUILDING.
 HZ1863'
 HZ1863'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILE
 HZ1863'EAST-SOUTHEAST OF LOUISVILLE.
 HZ1863
 HZ1863                          STATION RECOVERY (1982)
 HZ1863
 HZ1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 HZ1863'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1978 NOTE BY J.W.
 HZ1863'BARTON.  REFERENCE MARKS 1 AND 2 AND THE 1961 AZIMUTH MARK WERE ALSO
 HZ1863'RECOVERED.
 HZ1863'
 HZ1863'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOWMAN FIELD,
 HZ1863'SOUTHEAST PART OF LOUISVILLE.
 HZ1863
 HZ1863                          STATION RECOVERY (1996)
 HZ1863
 HZ1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HZ1863'THE STATION IS LOCATED IN THE EAST PART OF LOUISVILLE KENTUCKY, AT THE
 HZ1863'BOWMAN FIELD AIRPORT AND IN THE MIDDLE OF A PAVED AIRCRAFT PARKING
 HZ1863'APRON LOCATED IN BETWEEN THE OLD ADMINISTRATION BUILDING AND THE
 HZ1863'CENTRAL AMERICAN AIRWAYS HANGER ON THE SOUTHWEST SIDE OF THE AIRPORT.
 HZ1863'OWNERSHIP--REGIONAL AIRPORT AUTHORITY, PO BOX 9129, LOUISVILLE, KY
 HZ1863'40209-0129.  PHONE (502) 368-6524.  CONTACT PAUL ABLE ENGINEERING
 HZ1863'SECTION EXT 135.  THIS STATION IS IN A UNCONTROLLED AREA AT THE
 HZ1863'AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 HZ1863'264 AND STATE HIGHWAY 55 (TAYLORSVILLE ROAD, EXIT 17) ON THE EAST SIDE
 HZ1863'OF LOUISVILLE, GO NORTHWEST ON TAYLORSVILLE ROAD FOR 0.65 MI (1.05 KM)
 HZ1863'TO A PAVED ROAD RIGHT, TURN RIGHT THEN RIGHT AGAIN AND GO SOUTHEAST ON
 HZ1863'A PAVED ROAD/PARKING LOT FOR 0.1 MI (0.2 KM) TO A GATE, PASS THROUGH
 HZ1863'GATE TURN LEFT AND GO NORTHEAST ON THE APRON FOR 0.05 MI (0.08 KM) TO
 HZ1863'THE STATION.  THE STATION IS FLUSH WITH THE PAVEMENT AND THE CONCRETE
 HZ1863'POST IS VISIBLE, 95.4 FT (29.1 M) SOUTHWEST OF THE NORTHWEST CORNER OF
 HZ1863'THE EAST HANGER, 97.5 FT (29.7 M) SOUTHEAST OF THE CORNER OF A CHAIN
 HZ1863'LINK FENCE AND 47.9 FT (14.6 M) EAST OF A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1456 ***********************************************************************
 HZ1456  DESIGNATION -  BOWMAN RM 2
 HZ1456  PID         -  HZ1456
 HZ1456  STATE/COUNTY-  KY/JEFFERSON
 HZ1456  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ1456
 HZ1456                         *CURRENT SURVEY CONTROL
 HZ1456  ___________________________________________________________________
 HZ1456* NAD 83(1986)-  38 13 23.     (N)    085 39 56.     (W)     SCALED    
 HZ1456* NAVD 88     -       163.820  (meters)     537.47   (feet)  ADJUSTED  
 HZ1456  ___________________________________________________________________
 HZ1456  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ1456  DYNAMIC HT  -         163.709 (meters)     537.10  (feet)  COMP
 HZ1456  MODELED GRAV-     979,948.2   (mgal)                       NAVD 88
 HZ1456
 HZ1456  VERT ORDER  -  FIRST     CLASS II
 HZ1456
 HZ1456.This mark is at Louisville (BOWMAN) Airport (LOU)
 HZ1456
 HZ1456.The horizontal coordinates were scaled from a topographic map and have
 HZ1456.an estimated accuracy of +/- 6 seconds.
 HZ1456
 HZ1456.The orthometric height was determined by differential leveling
 HZ1456.and adjusted by the National Geodetic Survey in June 1991..
 HZ1456
 HZ1456.The geoid height was determined by GEOID03.
 HZ1456
 HZ1456.The dynamic height is computed by dividing the NAVD 88
 HZ1456.geopotential number by the normal gravity value computed on the
 HZ1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1456.degrees latitude (g = 980.6199 gals.).
 HZ1456
 HZ1456.The modeled gravity was interpolated from observed gravity values.
 HZ1456
 HZ1456;                    North         East    Units  Estimated Accuracy
 HZ1456;SPC KY1Z     - 1,209,730.    1,507,390.      MT  (+/- 180 meters Scaled)
 HZ1456
 HZ1456                          SUPERSEDED SURVEY CONTROL
 HZ1456
 HZ1456  NGVD 29 (??/??/92)  163.972  (m)          537.96   (f) ADJ UNCH    1 2
 HZ1456
 HZ1456.Superseded values are not recommended for survey control.
 HZ1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1456.See file dsdata.txt to determine how the superseded data were derived.
 HZ1456
 HZ1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH168314(NAD 83)
 HZ1456_MARKER: DR = REFERENCE MARK DISK
 HZ1456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1456_SP_SET: SIDEWALK
 HZ1456_STAMPING: BOWMAN NO 2 1935
 HZ1456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1456
 HZ1456  HISTORY     - Date     Condition        Report By
 HZ1456  HISTORY     - 1935     MONUMENTED       CGS
 HZ1456  HISTORY     - 1954     GOOD             NGS
 HZ1456  HISTORY     - 1967     GOOD             NGS
 HZ1456
 HZ1456                          STATION DESCRIPTION
 HZ1456
 HZ1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1456'2 MI S FROM ST MATTHEWS.
 HZ1456'ABOUT 2 MILES (AIRLINE) SOUTH OF ST. MATTHEWS, AT THE SOUTHWEST
 HZ1456'EDGE OF BOWMAN FIELD, IN THE SIDEWALK LEADING EAST FROM THE
 HZ1456'ADMINISTRATION BUILDING TO HANGAR OF CENTRAL AMERICAN AIRWAYS,
 HZ1456'103 1/2 FEET EAST-NORTHEAST OF SOUTHEAST CORNER OF ADMINISTRATION
 HZ1456'BUILDING, 59.25 FEET NORTH-NORTHWEST OF STATION MARK, 18 FEET SOUTH
 HZ1456'OF SOUTH EDGE OF CONCRETE BASE OF SEATING AREA, 11 FEET
 HZ1456'WEST-NORTHWEST OF NORTHWEST CORNER OF CONCESSION STAND AND SET IN
 HZ1456'THE SIDEWALK.  NOTE-- CONCESSION NO LONGER THERE.
 HZ1456
 HZ1456                          STATION RECOVERY (1967)
 HZ1456
 HZ1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HZ1456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1865 ***********************************************************************
 HZ1865  DESIGNATION -  BOWMAN RM 3
 HZ1865  PID         -  HZ1865
 HZ1865  STATE/COUNTY-  KY/JEFFERSON
 HZ1865  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ1865
 HZ1865                         *CURRENT SURVEY CONTROL
 HZ1865  ___________________________________________________________________
 HZ1865* NAD 83(1986)-  38 13 24.     (N)    085 39 56.     (W)     SCALED    
 HZ1865* NAVD 88     -       163.97   (meters)     538.0    (feet)  RESET     
 HZ1865  ___________________________________________________________________
 HZ1865  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ1865
 HZ1865  VERT ORDER  -  THIRD
 HZ1865
 HZ1865.The horizontal coordinates were scaled from a topographic map and have
 HZ1865.an estimated accuracy of +/- 6 seconds.
 HZ1865
 HZ1865.The orthometric height was computed from unverified reset data.
 HZ1865.No vertical observational check was made to the station.
 HZ1865
 HZ1865.The geoid height was determined by GEOID03.
 HZ1865
 HZ1865;                    North         East    Units  Estimated Accuracy
 HZ1865;SPC KY1Z     - 1,209,760.    1,507,390.      MT  (+/- 180 meters Scaled)
 HZ1865
 HZ1865                          SUPERSEDED SURVEY CONTROL
 HZ1865
 HZ1865  NGVD 29 (10/08/05)  164.12   (m)          538.5    (f) RESET       3  
 HZ1865
 HZ1865.Superseded values are not recommended for survey control.
 HZ1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1865.See file dsdata.txt to determine how the superseded data were derived.
 HZ1865
 HZ1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH168314(NAD 83)
 HZ1865_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 HZ1865_SETTING: 0 = UNSPECIFIED SETTING
 HZ1865_STAMPING: BOWMAN 1935 NO 3 1977
 HZ1865_MARK LOGO: NGS   
 HZ1865_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1865
 HZ1865  HISTORY     - Date     Condition        Report By
 HZ1865  HISTORY     - 1977     MONUMENTED       NGS
 HZ1865  HISTORY     - 19810621 GOOD             NGS
 HZ1865
 HZ1865                          STATION DESCRIPTION
 HZ1865
 HZ1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 HZ1865'3.2 KM (2.0 MI) SOUTH FROM ST MATTHEWS.
 HZ1865'AT BOWMAN FLYING FIELD, JUST EAST OF THE ADMINISTRATION BUILDING,
 HZ1865'0.2 METER (6 INCHES) EAST OF A FENCE, 3.4 METERS (11.0 FT) NORTH OF
 HZ1865'THE NORTH EDGE OF A SIDEWALK, AND 14.0 METERS (46.0 FT)
 HZ1865'SOUTH OF THE CENTER OF THE GATE TO THE ADMINISTRATION BUILDING,
 HZ1865'IN TOP OF A PRE-CAST ALUMINUM MONUMENT.
 HZ1865'IN TOP OF A PRE-CAST ALUMINUM MONUMENT.
 HZ1865
 HZ1865                          STATION RECOVERY (1981)
 HZ1865
 HZ1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 HZ1865'REFERENCE MARK 3 IS A STANDARD PRE CAST ALUMINUM MONUMENT FLUSH WITH
 HZ1865'THE GROUND, STAMPED--BOWMAN 1935 NO 3 1977--,  6 INCHES EAST OF FENCE,
 HZ1865'11 FT (3.4 M) NORTH OF NORTH EDGE OF SIDEWALK AND 46 FT (14.0 M) SOUTH
 HZ1865'OF THE CENTER OF GATE TO ADMINISTRATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2475 ***********************************************************************
 GB2475  DESIGNATION -  BOYD
 GB2475  PID         -  GB2475
 GB2475  STATE/COUNTY-  KY/BARREN
 GB2475  USGS QUAD   -  GLASGOW SOUTH (1979)
 GB2475
 GB2475                         *CURRENT SURVEY CONTROL
 GB2475  ___________________________________________________________________
 GB2475* NAD 83(1993)-  36 56 16.82587(N)    085 52 51.44136(W)     ADJUSTED  
 GB2475* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 GB2475  ___________________________________________________________________
 GB2475  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 GB2475  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GB2475
 GB2475  HORZ ORDER  -  THIRD
 GB2475
 GB2475.The horizontal coordinates were established by classical geodetic methods
 GB2475.and adjusted by the National Geodetic Survey in December 1995..
 GB2475
 GB2475.The orthometric height was scaled from a topographic map.
 GB2475
 GB2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2475
 GB2475.The geoid height was determined by GEOID03.
 GB2475
 GB2475;                    North         East     Units Scale Factor Converg.
 GB2475;SPC KY1Z     - 1,067,118.853 1,488,333.498   MT  1.00003794   -0 04 49.4
 GB2475;SPC KY1Z     - 3,501,039.10  4,882,974.15   sFT  1.00003794   -0 04 49.4
 GB2475;SPC KY S     -   567,110.838   488,334.301   MT  0.99996916   -0 04 45.9
 GB2475;SPC KY S     - 1,860,596.14  1,602,143.45   sFT  0.99996916   -0 04 45.9
 GB2475;UTM  16      - 4,088,580.193   599,650.691   MT  0.99972233   +0 40 21.2
 GB2475
 GB2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2475!SPC KY1Z     -   0.99996435  x   1.00003794  =   1.00000229
 GB2475!SPC KY S     -   0.99996435  x   0.99996916  =   0.99993352
 GB2475!UTM  16      -   0.99996435  x   0.99972233  =   0.99968669
 GB2475
 GB2475|---------------------------------------------------------------------|
 GB2475| PID    Reference Object                     Distance      Geod. Az  |
 GB2475|                                                           dddmmss.s |
 GB2475| CG5673 BOYD RM 1                            20.635 METERS 11807     |
 GB2475| CG5674 BOYD RM 2                            19.805 METERS 18605     |
 GB2475| GB2473 BORDERS                             APPROX. 8.5 KM 1911018.2 |
 GB2475| CG5672 BOYD AZ MK                                         2665954.0 |
 GB2475|---------------------------------------------------------------------|
 GB2475
 GB2475                          SUPERSEDED SURVEY CONTROL
 GB2475
 GB2475  NAD 83(1986)-  36 56 16.83598(N)    085 52 51.44828(W) AD(       ) 3
 GB2475  NAD 27      -  36 56 16.65700(N)    085 52 51.53100(W) AD(       ) 3
 GB2475
 GB2475.Superseded values are not recommended for survey control.
 GB2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2475.See file dsdata.txt to determine how the superseded data were derived.
 GB2475
 GB2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9965188580(NAD 83)
 GB2475_MARKER: DS = TRIANGULATION STATION DISK
 GB2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2475
 GB2475  HISTORY     - Date     Condition        Report By
 GB2475  HISTORY     - 1950     MONUMENTED       CGS
 GB2475
 GB2475                          STATION DESCRIPTION
 GB2475
 GB2475'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2475'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF GLASGOW AND 4 MILES
 GB2475'NORTHWEST OF TEMPLE HILL ON THE SOUTH SLOPE OF A HILL IN AN OPEN
 GB2475'FIELD NEAR THE MORRISON PARK CAMP GROUND AND IS ON PROPERTY OWNED BY
 GB2475'MR. U. BAILEY.  IT IS 57 FEET NORTHEAST OF A 12 INCH HICKORY
 GB2475'TREE WITH A TRIANGLE BLAZE ON THE NORTHEAST SIDE AND 42 FEET
 GB2475'NORTHEAST OF THE CENTER OF A DIRT ROAD.  THE MARK IS ABOUT 12 INCHES
 GB2475'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BOYD 1950.
 GB2475'
 GB2475'REFERENCE MARK NO. 1 IS 10 FEET SOUTHEAST OF THE CENTER OF THE DIRT
 GB2475'ROAD, 3 FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST
 GB2475'OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GB2475'STAMPED BOYD NO 1 1950.
 GB2475'
 GB2475'REFERENCE MARK NO. 2 IS 16 FEET SOUTHEAST OF THE CENTER OF DIRT ROAD
 GB2475'AND 2 FEET NORTH OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 2
 GB2475'INCHES AND THE DISK IS STAMPED BOYD NO 2 1950.
 GB2475'
 GB2475'THE AZIMUTH MARK IS 95 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GB2475'FRAME HOUSE, 13 FEET NORTHWEST OF A FENCE CORNER, 3 FEET NORTH OF A
 GB2475'WHITE WITNESS POST.  THE MARK IS SET IN A FENCE LINE, PROJECTS ABOUT
 GB2475'4 INCHES AND THE DISK IS STAMPED BOYD 1950.
 GB2475'
 GB2475'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 E AND STATE
 GB2475'HIGHWAY 63, ABOUT 0.2 MI S OF THE BARREN COUNTY COURTHOUSE
 GB2475'IN GLASGOW, GO SOUTHEAST ON HIGHWAY 63 FOR 4.8 MILES TO A T ROAD
 GB2475'RIGHT NEAR TOP OF HILL, TURN RIGHT AND GO SOUTHWEST ON DIRT ROAD
 GB2475'FOR 0.15 MILE TO A FORK, CONTINUE DOWN HILL FOR ABOUT 150 FEET AND
 GB2475'THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE DOWN HILL AND GO
 GB2475'SOUTHWEST FOR 0.15 MILE TO A FRAME HOUSE AND THE AZIMUTH MARK ON THE
 GB2475'RIGHT AS DESCRIBED.
 GB2475'
 GB2475'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1550 ***********************************************************************
 HA1550  DESIGNATION -  BOYD
 HA1550  PID         -  HA1550
 HA1550  STATE/COUNTY-  KY/HENDERSON
 HA1550  USGS QUAD   -  SPOTTSVILLE (1971)
 HA1550
 HA1550                         *CURRENT SURVEY CONTROL
 HA1550  ___________________________________________________________________
 HA1550* NAD 83(1993)-  37 51 22.70309(N)    087 25 59.98914(W)     ADJUSTED  
 HA1550* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 HA1550  ___________________________________________________________________
 HA1550  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 HA1550  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HA1550
 HA1550  HORZ ORDER  -  FIRST
 HA1550
 HA1550.The horizontal coordinates were established by classical geodetic methods
 HA1550.and adjusted by the National Geodetic Survey in October 1999..
 HA1550
 HA1550.The orthometric height was scaled from a topographic map.
 HA1550
 HA1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1550
 HA1550.The geoid height was determined by GEOID03.
 HA1550
 HA1550;                    North         East     Units Scale Factor Converg.
 HA1550;SPC KY1Z     - 1,170,359.039 1,351,883.034   MT  0.99990500   -1 02 00.6
 HA1550;SPC KY1Z     - 3,839,752.95  4,435,302.92   sFT  0.99990500   -1 02 00.6
 HA1550;SPC KY S     -   670,335.568   351,870.716   MT  0.99998685   -1 01 15.2
 HA1550;SPC KY S     - 2,199,259.28  1,154,429.17   sFT  0.99998685   -1 01 15.2
 HA1550;SPC IN W     -   289,603.003   869,199.996   MT  0.99997835   -0 12 53.2
 HA1550;SPC IN W     -   950,139.19  2,851,700.32   sFT  0.99997835   -0 12 53.2
 HA1550;UTM  16      - 4,189,960.576   461,880.550   MT  0.99961790   -0 15 57.4
 HA1550
 HA1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1550!SPC KY1Z     -   0.99997739  x   0.99990500  =   0.99988239
 HA1550!SPC KY S     -   0.99997739  x   0.99998685  =   0.99996424
 HA1550!SPC IN W     -   0.99997739  x   0.99997835  =   0.99995574
 HA1550!UTM  16      -   0.99997739  x   0.99961790  =   0.99959529
 HA1550
 HA1550|---------------------------------------------------------------------|
 HA1550| PID    Reference Object                     Distance      Geod. Az  |
 HA1550|                                                           dddmmss.s |
 HA1550| CG7244 BOYD RM 1                            28.498 METERS 03653     |
 HA1550| CG7245 BOYD RM 2                            27.737 METERS 24541     |
 HA1550| CG7242 BOYD AZ MK                                         3000109.8 |
 HA1550| CG7243 BOYD LA PLACE AZIMUTH                              3010818.9 |
 HA1550|---------------------------------------------------------------------|
 HA1550
 HA1550                          SUPERSEDED SURVEY CONTROL
 HA1550
 HA1550  NAD 83(1993)-  37 51 22.70426(N)    087 25 59.98938(W) AD(       ) 1
 HA1550  NAD 83(1986)-  37 51 22.71114(N)    087 25 59.99153(W) AD(       ) 1
 HA1550  NAD 27      -  37 51 22.56000(N)    087 25 59.96600(W) AD(       ) 1
 HA1550
 HA1550.Superseded values are not recommended for survey control.
 HA1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1550.See file dsdata.txt to determine how the superseded data were derived.
 HA1550
 HA1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG6188189961(NAD 83)
 HA1550_MARKER: DS = TRIANGULATION STATION DISK
 HA1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1550_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1550
 HA1550  HISTORY     - Date     Condition        Report By
 HA1550  HISTORY     - 1934     MONUMENTED       CGS
 HA1550  HISTORY     - 1950     GOOD             CGS
 HA1550  HISTORY     - 1964     GOOD             FAS
 HA1550
 HA1550                          STATION DESCRIPTION
 HA1550
 HA1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1550'EIGHT AND ONE-HALF MILES NORTHEAST OF HENDERSON, 1 MILE WEST OF
 HA1550'SPOTTSVILLE, ON THE HIGHEST PART OF A PROMINENT HILL, ON
 HA1550'LAND OWNED BY R.T. BOYD.
 HA1550'
 HA1550'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41 AND 60
 HA1550'JUST SOUTH OF THE TOLL BRIDGE OVER THE OHIO RIVER, GO EAST ON U.S.
 HA1550'HIGHWAY 60 FOR 8.3 MILES, TURN RIGHT ON GRAVEL ROAD AND CONTINUE 0.7
 HA1550'MILE TO TOP OF GRADE AND THE STATION.  STATION IS 0.3 MILE SOUTH OF A
 HA1550'WHITE CHURCH, 31-1/2 FEET EAST OF THE CENTER OF THE ROAD, IN A SMALL
 HA1550'CLEARING, ON TOP OF BANK.
 HA1550'
 HA1550'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HA1550'DISKS SET IN CONCRETE.  LAPLACE AZIMUTH IS SET AS DESCRIBED.
 HA1550'
 HA1550'REFERENCE MARK NO.1 IS NORTHWEST OF THE STATION ON THE WEST SIDE OF
 HA1550'THE ROAD, 12 FEET FROM THE CENTER.
 HA1550'
 HA1550'REFERENCE MARK NO.2 IS SOUTH OF THE STATION ON THE EAST SIDE OF THE
 HA1550'ROAD, 30 FEET FROM THE CENTER.
 HA1550'
 HA1550'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, ON U.S. HIGHWAY 60, ON
 HA1550'THE PROPERTY OF W.M. HALL, IN THE FRONT YARD OF THE HALL HOUSE, 80
 HA1550'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, AT THE BASE OF A
 HA1550'12-INCH BIRCH TREE.
 HA1550'
 HA1550'THIS STATION SELECTED FOR LAPLACE AZIMUTH AND THE AZIMUTH MARK
 HA1550'ESTABLISHED ABOUT 1.2 MILES WEST OF THE STATION.  TO REACH FROM THE
 HA1550'STATION GO NORTH ON ROAD 0.7 MILE TO U.S. HIGHWAY 60 AND TURN LEFT,
 HA1550'CONTINUE 0.9 MILE AND TURN RIGHT ON FARM ROAD PAST HOME OF W.M.
 HA1550'HALL AND CONTINUE ON THIS ROAD ALONG THE NORTHWEST FENCE LINE OF
 HA1550'FIELD FOR 0.4 MILE TO THE MARK, 100 YARDS EAST OF LARGE BARN, 15
 HA1550'FEET SOUTHWEST OF 30-INCH WHITE-OAK TREE, INSIDE FENCE OF ADJOINING
 HA1550'FIELD.  THIS MARK CAN BE SEEN FROM THE GROUND AT THE STATION WITH
 HA1550'SLIGHT CLEARING OF LIGHT SECOND-GROWTH TIMBER AND WILL EASILY SEE
 HA1550'FROM A 10-FOOT STAND.
 HA1550'
 HA1550'NINETY FEET REQUIRED FOR HENDERSON AND LUTTERMAN.  77 FEET WILL SEE
 HA1550'ALL OTHERS.
 HA1550'
 HA1550'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA1550
 HA1550                          STATION RECOVERY (1950)
 HA1550
 HA1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1550'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HA1550'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 HA1550'AND AZIMUTH MARK CHECKED.  THE OLD DESCRIPTION IS ADEQUATE.
 HA1550'
 HA1550'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA1550
 HA1550                          STATION RECOVERY (1964)
 HA1550
 HA1550'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964 (MLO)
 HA1550'STATION MARK AND R.M. NO. 1 WERE RECOVERED AS DESCRIBED.  R.M. NO. 2
 HA1550'WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1312 ***********************************************************************
 HA1312  DESIGNATION -  BRANDEN
 HA1312  PID         -  HA1312
 HA1312  STATE/COUNTY-  KY/MEADE
 HA1312  USGS QUAD   -  GUSTON (1991)
 HA1312
 HA1312                         *CURRENT SURVEY CONTROL
 HA1312  ___________________________________________________________________
 HA1312* NAD 83(1993)-  37 58 40.15874(N)    086 12 16.12939(W)     ADJUSTED  
 HA1312* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 HA1312  ___________________________________________________________________
 HA1312  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 HA1312  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HA1312
 HA1312  HORZ ORDER  -  THIRD
 HA1312
 HA1312.The horizontal coordinates were established by classical geodetic methods
 HA1312.and adjusted by the National Geodetic Survey in December 1995..
 HA1312
 HA1312.The orthometric height was scaled from a topographic map.
 HA1312
 HA1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1312
 HA1312.The geoid height was determined by GEOID03.
 HA1312
 HA1312;                    North         East     Units Scale Factor Converg.
 HA1312;SPC KY1Z     - 1,182,606.682 1,460,073.742   MT  0.99990650   -0 16 44.5
 HA1312;SPC KY1Z     - 3,879,935.42  4,790,258.60   sFT  0.99990650   -0 16 44.5
 HA1312;SPC KY S     -   682,599.479   460,069.668   MT  1.00000842   -0 16 32.3
 HA1312;SPC KY S     - 2,239,495.12  1,509,411.90   sFT  1.00000842   -0 16 32.3
 HA1312;SPC IN E     -   303,168.883    52,749.680   MT  0.99999415   -0 19 51.4
 HA1312;SPC IN E     -   994,646.58    173,062.91   sFT  0.99999415   -0 19 51.4
 HA1312;UTM  16      - 4,203,652.790   569,866.076   MT  0.99966012   +0 29 22.4
 HA1312
 HA1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1312!SPC KY1Z     -   0.99997503  x   0.99990650  =   0.99988153
 HA1312!SPC KY S     -   0.99997503  x   1.00000842  =   0.99998345
 HA1312!SPC IN E     -   0.99997503  x   0.99999415  =   0.99996918
 HA1312!UTM  16      -   0.99997503  x   0.99966012  =   0.99963516
 HA1312
 HA1312|---------------------------------------------------------------------|
 HA1312| PID    Reference Object                     Distance      Geod. Az  |
 HA1312|                                                           dddmmss.s |
 HA1312| CG7250 BRANDEN RM 1                         10.370 METERS 08559     |
 HA1312| CG7251 BRANDEN RM 2                         11.370 METERS 21603     |
 HA1312| CG7249 BRANDEN AZ MK                                      2330728.3 |
 HA1312|---------------------------------------------------------------------|
 HA1312
 HA1312                          SUPERSEDED SURVEY CONTROL
 HA1312
 HA1312  NAD 83(1986)-  37 58 40.16656(N)    086 12 16.13407(W) AD(       ) 3
 HA1312  NAD 27      -  37 58 39.93700(N)    086 12 16.23500(W) AD(       ) 3
 HA1312
 HA1312.Superseded values are not recommended for survey control.
 HA1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1312.See file dsdata.txt to determine how the superseded data were derived.
 HA1312
 HA1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6986603653(NAD 83)
 HA1312_MARKER: DS = TRIANGULATION STATION DISK
 HA1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1312
 HA1312  HISTORY     - Date     Condition        Report By
 HA1312  HISTORY     - 1950     MONUMENTED       CGS
 HA1312  HISTORY     - 19870512 POOR             RBNF
 HA1312
 HA1312                          STATION DESCRIPTION
 HA1312
 HA1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1312'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF IRVINGTON AND ABOUT 2
 HA1312'MILES SOUTHWEST OF BRANDENBURG ON PROPERTY OWNED BY MR. SHERRIL
 HA1312'CHISM.  IT IS 46 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY NO. 60,
 HA1312'16 FEET NORTHWEST OF A TELEPHONE POLE AND 11 FEET NORTHEAST OF THE
 HA1312'CENTER OF A DIRT ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 HA1312'STAMPED BRANDEN 1950.
 HA1312'
 HA1312'REFERENCE MARK NO. 1 IS 31 FEET NORTHWEST OF THE CENTER OF U.S.
 HA1312'HIGHWAY NO. 60 AND 28 FEET NORTHEAST OF A TELEPHONE POLE.  THE
 HA1312'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BRANDEN NO 1 1950.
 HA1312'
 HA1312'REFERENCE MARK NO. 2 IS 35 FEET SOUTHWEST OF A TELEPHONE POLE, 31
 HA1312'FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY NO. 60 AND 1 FOOT
 HA1312'NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE
 HA1312'DISK IS STAMPED BRANDEN NO 2 1950.
 HA1312'
 HA1312'AZIMUTH MARK IS 90 FEET NORTHEAST OF THE NORTHEAST END OF A CONCRETE
 HA1312'FENCE, 20 FEET SOUTHEAST OF THE CENTER OF U.S.  HIGHWAY NO. 60, 2
 HA1312'FEET NORTHWEST OF A FENCELINE AND 2 FEET NORTHWEST OF A WHITE WITNESS
 HA1312'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HA1312'BRANDEN 1950.
 HA1312'
 HA1312'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 60 AND
 HA1312'STATE HIGHWAY NO. 228 IN BRANDENBURG, GO SOUTHWEST ON U.S. HIGHWAY
 HA1312'NO. 60 FOR 2.55 MILES TO A DIRT ROAD RIGHT AND THE STATION IN THE
 HA1312'NORTHEAST ANGLE, CONTINUE FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 HA1312'LEFT AS DESCRIBED.
 HA1312'
 HA1312'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HA1312
 HA1312                          STATION RECOVERY (1987)
 HA1312
 HA1312'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1987 (NF)
 HA1312'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2362 ***********************************************************************
 GB2362  DESIGNATION -  BRANNAN RESET
 GB2362  PID         -  GB2362
 GB2362  STATE/COUNTY-  KY/CUMBERLAND
 GB2362  USGS QUAD   -  FROGUE (1981)
 GB2362
 GB2362                         *CURRENT SURVEY CONTROL
 GB2362  ___________________________________________________________________
 GB2362* NAD 83(1993)-  36 43 50.17927(N)    085 17 48.05619(W)     ADJUSTED  
 GB2362* NAVD 88     -       327.     (meters)    1073.     (feet)  SCALED    
 GB2362  ___________________________________________________________________
 GB2362  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GB2362  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB2362
 GB2362  HORZ ORDER  -  FIRST
 GB2362
 GB2362.The horizontal coordinates were established by classical geodetic methods
 GB2362.and adjusted by the National Geodetic Survey in December 1995..
 GB2362
 GB2362.The orthometric height was scaled from a topographic map.
 GB2362
 GB2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2362
 GB2362.The geoid height was determined by GEOID03.
 GB2362
 GB2362;                    North         East     Units Scale Factor Converg.
 GB2362;SPC KY1Z     - 1,044,191.104 1,540,496.488   MT  1.00010305   +0 16 41.9
 GB2362;SPC KY1Z     - 3,425,816.98  5,054,112.23   sFT  1.00010305   +0 16 41.9
 GB2362;SPC KY S     -   544,183.950   540,492.339   MT  1.00000050   +0 16 29.7
 GB2362;SPC KY S     - 1,785,376.84  1,773,265.28   sFT  1.00000050   +0 16 29.7
 GB2362;SPC TN       -   266,213.242   662,827.556   MT  1.00007076   +0 24 42.3
 GB2362;SPC TN       -   873,401.28  2,174,626.74   sFT  1.00007076   +0 24 42.3
 GB2362;UTM  16      - 4,066,340.512   652,093.939   MT  0.99988499   +1 01 07.9
 GB2362
 GB2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2362!SPC KY1Z     -   0.99995353  x   1.00010305  =   1.00005657
 GB2362!SPC KY S     -   0.99995353  x   1.00000050  =   0.99995403
 GB2362!SPC TN       -   0.99995353  x   1.00007076  =   1.00002428
 GB2362!UTM  16      -   0.99995353  x   0.99988499  =   0.99983852
 GB2362
 GB2362:                Primary Azimuth Mark                     Grid Az
 GB2362:SPC KY1Z     -  BRANNAN AZ MK                            089 30 47.8
 GB2362:SPC KY S     -  BRANNAN AZ MK                            089 31 00.0
 GB2362:SPC TN       -  BRANNAN AZ MK                            089 22 47.4
 GB2362:UTM  16      -  BRANNAN AZ MK                            088 46 21.8
 GB2362
 GB2362|---------------------------------------------------------------------|
 GB2362| PID    Reference Object                     Distance      Geod. Az  |
 GB2362|                                                           dddmmss.s |
 GB2362| CG4858 BRANNAN AZ MK                                      0894729.7 |
 GB2362| CG4863 BRANNAN RM 4                                       09625     |
 GB2362| CG4860 BRANNAN RM 1                         29.175 METERS 18558     |
 GB2362| CG4859 BRANNAN AZ MK 2                                    2111341.8 |
 GB2362| CG4861 BRANNAN RM 2                         30.126 METERS 30123     |
 GB2362| GB2363 PT 12 M USGS 1935                   110.195 METERS 32938     |
 GB2362| CG4862 BRANNAN RM 3                                       34602     |
 GB2362|---------------------------------------------------------------------|
 GB2362
 GB2362                          SUPERSEDED SURVEY CONTROL
 GB2362
 GB2362  NAD 83(1986)-  36 43 50.19002(N)    085 17 48.06187(W) AD(       ) 1
 GB2362  NAD 27      -  36 43 49.96100(N)    085 17 48.20000(W) AD(       ) 1
 GB2362
 GB2362.Superseded values are not recommended for survey control.
 GB2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2362.See file dsdata.txt to determine how the superseded data were derived.
 GB2362
 GB2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5209466341(NAD 83)
 GB2362_MARKER: DS = TRIANGULATION STATION DISK
 GB2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2362_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2362
 GB2362  HISTORY     - Date     Condition        Report By
 GB2362  HISTORY     - 1935     MONUMENTED       CGS
 GB2362  HISTORY     - 1939     GOOD             CGS
 GB2362  HISTORY     - 1950     SEE DESCRIPTION  CGS
 GB2362  HISTORY     - 1953     GOOD             CGS
 GB2362
 GB2362                          STATION DESCRIPTION
 GB2362
 GB2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2362'STATION IS 9-1/2 MILES WEST-NORTHWEST OF ALBANY, 5-3/4 MILES
 GB2362'SOUTHEAST OF BURKESVILLE, ON HIGHEST POINT OF BARE HILL, IN
 GB2362'NORTHEAST PART OF OLD ORCHARD, 27 PACES SOUTH-SOUTHWEST OF RAIL FENCE
 GB2362'THAT RUNS ALONG SOUTH SIDE OF LANE, 95 PACES EAST OF RAIL FENCE
 GB2362'THAT RUNS ALONG EAST SIDE OF WEST ROAD FORK, 98 FEET NORTH OF 6-INCH
 GB2362'CEDAR TREE, AND 361.47 FEET SOUTHEAST OF PRIMARY TRAVERSE
 GB2362'STATION NO.12-1926.
 GB2362'
 GB2362'PRIMARY TRAVERSE STATION NO. 12 M-1926 IS A STANDARD STATION DISK SET
 GB2362'IN TOP OF 6- BY 6-INCH CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES.
 GB2362'IT IS 1 FOOT SOUTH OF FENCE ALONG NORTH SIDE OF ROAD, 15 PACES
 GB2362'NORTHEAST OF NORTHEAST CORNER OF OLD MODOC POST OFFICE BUILDING,
 GB2362'AND 17 PACES NORTH OF CENTER OF TRIANGLE FORMED BY ROAD FORKS.
 GB2362'
 GB2362'TO REACH FROM NORTHWEST CORNER OF COURTHOUSE SQUARE IN ALBANY GO
 GB2362'NORTH ON BURKESVILLE HIGHWAY 14.1 MILES TO T-ROAD LEFT,
 GB2362'OPPOSITE SMALL STONE QUARRY ON RIGHT, TURN LEFT AND GO 0.05 MILE TO
 GB2362'FORK AT CREEK, BEAR LEFT AND GO UP LEFT SIDE OF CREEK 0.15 MILE TO
 GB2362'JUNCTION OF CREEKS, TURN RIGHT ACROSS CREEK AND GO 1.05 MILE TO FORK,
 GB2362'TAKE LEFT FORK AND GO 1.2 MILE TO MODOC POST OFFICE, KEEP
 GB2362'STRAIGHT AND GO 0.6 MILE TO ROAD FORK AT OLD STORE (OLD MODOC POST
 GB2362'OFFICE) AND STATION ABOUT 375 FEET TO SOUTHWEST.
 GB2362'
 GB2362'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GB2362'BRONZE DISKS SET IN CONCRETE.
 GB2362'
 GB2362'R.M. NO.1 IS SOUTH-SOUTHWEST OF STATION, 2 YARDS WEST OF 6-INCH CEDAR
 GB2362'TREE.  R.M. NO.2 IS NORTHWEST OF STATION IN CLEARED AREA.
 GB2362'
 GB2362'AZIMUTH MARK IS EAST OF STATION, 2 YARDS NORTH-NORTHEAST OF WOODS
 GB2362'ROAD, 10 YARDS NORTH-NORTHEAST CENTER LINE OF THE OLD
 GB2362'BURKESVILLE-ALBANY ROAD.  MARK PROJECTS 3 INCHES.
 GB2362'
 GB2362'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GB2362'
 GB2362'REQUIRED A 90-FOOT TOWER.
 GB2362
 GB2362                          STATION RECOVERY (1939)
 GB2362
 GB2362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 GB2362'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION AND REFERENCE
 GB2362'MARKS WERE FOUND IN GOOD CONDITION.
 GB2362'
 GB2362'TO REACH STATION FROM FERRY OVER THE CUMBERLAND RIVER ON ROUTE NO.
 GB2362'90, GO SOUTH AND EAST FOR 3.35 MILES TO A NEWLY CONSTRUCTED
 GB2362'T-ROAD TO THE RIGHT.  TURN RIGHT AND GO 2.5 MILES TO Y AND MODOC POST
 GB2362'OFFICE.  STATION IS ABOUT 375 FEET SOUTHEAST.
 GB2362'
 GB2362'A NEW AZIMUTH MARK WAS SET APPROXIMATELY 0.25 MILE SOUTHWEST OF
 GB2362'STATION, ON THE WEST SIDE OF GRAVEL HIGHWAY, AT EDGE OF WOODS, 23
 GB2362'FEET WEST OF WEST EDGE OF ROAD, 40 FEET WEST OF THE CENTER LINE OF
 GB2362'THE HIGHWAY.  THE MARK PROJECTS 8 INCHES.
 GB2362'
 GB2362'NO ADDITIONAL REMARKS NECESSARY.
 GB2362
 GB2362                          STATION RECOVERY (1950)
 GB2362
 GB2362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2362'STATION WAS RECOVERED AS DESCRIBED.  THE ORGINAL POINT WAS HELD,
 GB2362'ALTHOUGH THE SURFACE STATION MARK WAS LOWERED.  THE AZIMUTH MARK
 GB2362'THAT WAS SET IN 1935 WAS RECOVERED AND THE AZIMUTH MARK THAT WAS SET
 GB2362'IN 1939 WAS RECOVERED.  REFERENCE MARK NO. 2 WAS NOT RECOVERED
 GB2362'AND REFERENCE MARK NO. 1 WAS DESTROYED BY THIS PARTY.  TWO NEW
 GB2362'REFERENCE MARK WERE SET BY THIS PARTY.  PT NO 12 M (USGS) BM DID
 GB2362'NOT CHECK DUE TO IT BEING LOOSE IN THE GROUND AND IS IN DANGER OF
 GB2362'BEING DESTROYED. A COMPLETE NEW DESCRIPTION FOLLOWS.
 GB2362'
 GB2362'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF ALBANY AND 6 MILES
 GB2362'SOUTHEAST OF BURKESVILLE.  IT IS 340 FEET SOUTHEAST OF A
 GB2362'Y-INTERSECTION OF GRAVEL ROADS, 82 FEET SOUTH OF THE SOUTHEAST CORNER
 GB2362'OF A BRICK CHURCH.  THE MARK IS UNDERGROUND ABOUT 1 FOOT AND THE
 GB2362'DISK IS STAMPED BRANNAN 1935 1949.
 GB2362'
 GB2362'REFERENCE MARK NO. 3 IS 118.43 FEET (SLOPE DISTANCE) NORTH OF THE
 GB2362'STATION.  IT IS 87 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 GB2362'CHURCH, 35 FEET SOUTHWEST OF THE CENTER OF GRAVEL ROAD AND 30 FEET
 GB2362'SOUTH OF A 36 INCH OAK TREE.  THE MARK PROJECTS 5 INCHES AND THE
 GB2362'DISK IS STAMPED BRANNAN NO 3 1949.
 GB2362'
 GB2362'REFERENCE MARK NO. 4 IS 110.60 FEET (SLOPE DISTANCE) EAST OF THE
 GB2362'STATION.  IT IS 35 FEET SOUTHWEST OF THE CENTER OF GRAVEL ROAD.
 GB2362'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BRANNAN NO 4 1949.
 GB2362'
 GB2362'AZIMUTH MARK 1935 IS 0.2 MILE EAST OF THE STATION.  IT IS 28 FEET
 GB2362'NORTH OF THE CENTER OF GRAVEL ROAD AND 2 FEET SOUTH OF A WHITE
 GB2362'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GB2362'BRANNAN 1935.
 GB2362'
 GB2362'AZIMUTH MARK 1939 IS 0.25 MILE SOUTHWEST OF THE STATION.  IT IS 40
 GB2362'FEET WEST OF THE CENTER OF GRAVEL ROAD AND 1 FOOT NORTHWEST OF A
 GB2362'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 GB2362'STAMPED BRANNAN 1939.
 GB2362'
 GB2362'TO REACH THE STATION FROM THE CUMBERLAND COUNTY COURT HOUSE IN
 GB2362'BURKESVILLE, GO SOUTHEAST ON STATE HIGHWAY NO. 90 FOR 4.7 MILES
 GB2362'TO A GRAVEL T-ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 3.0 MILES TO
 GB2362'THE STATION AS DESCRIBED.
 GB2362'
 GB2362'TO REACH THE AZIMUTH MARK 1935 FROM THE Y-INTERSECTION OF GRAVEL
 GB2362'ROADS, GO SOUTHEAST ON GRAVEL ROAD FOR 0.2 MILE TO THE AZIMUTH MARK
 GB2362'ON THE LEFT.
 GB2362'
 GB2362'TO REACH THE AZIMUTH MARK 1939 FROM THE Y-INTERSECTION OF GRAVEL
 GB2362'ROADS, GO SOUTHWEST ON GRAVEL ROAD FOR 0.25 MILE TO THE AZIMUTH
 GB2362'MARK ON THE RIGHT.
 GB2362'
 GB2362'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2362
 GB2362                          STATION RECOVERY (1953)
 GB2362
 GB2362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (USE)
 GB2362'STATION RECOVERED.  REFERENCE MARK NO 3 IS NOW FLUSH AND MAY BE
 GB2362'BURIED BY SUBSEQUENT FILL AT CHURCH SITE.  REFERENCE MARK NO 4 IS
 GB2362'AS DESCRIBED.  THIS PARTY WAS SHOWN THE 1939 REFERENCE MARK NO 2
 GB2362'WHICH HAD BEEN REMOVED AND WAS LISTED AS NOT FOUND IN 1950, AND
 GB2362'THIS PARTY DESTROYED THIS RM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3275 ***********************************************************************
 GY3275  DESIGNATION -  BRASHER
 GY3275  PID         -  GY3275
 GY3275  STATE/COUNTY-  KY/PERRY
 GY3275  USGS QUAD   -  LEATHERWOOD (1954)
 GY3275
 GY3275                         *CURRENT SURVEY CONTROL
 GY3275  ___________________________________________________________________
 GY3275* NAD 83(1993)-  37 06 13.73273(N)    083 08 40.69491(W)     ADJUSTED  
 GY3275* NAVD 88     -       664.     (meters)    2178.     (feet)  SCALED    
 GY3275  ___________________________________________________________________
 GY3275  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 GY3275  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GY3275
 GY3275  HORZ ORDER  -  SECOND
 GY3275
 GY3275.The horizontal coordinates were established by classical geodetic methods
 GY3275.and adjusted by the National Geodetic Survey in December 1995..
 GY3275
 GY3275.The orthometric height was scaled from a topographic map.
 GY3275
 GY3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3275
 GY3275.The geoid height was determined by GEOID03.
 GY3275
 GY3275;                    North         East     Units Scale Factor Converg.
 GY3275;SPC KY1Z     - 1,088,744.526 1,731,560.804   MT  0.99999516   +1 35 58.5
 GY3275;SPC KY1Z     - 3,571,989.33  5,680,962.40   sFT  0.99999516   +1 35 58.5
 GY3275;SPC KY S     -   588,695.986   731,551.873   MT  0.99995344   +1 34 48.2
 GY3275;SPC KY S     - 1,931,413.41  2,400,099.77   sFT  0.99995344   +1 34 48.2
 GY3275;UTM  17      - 4,108,541.185   309,426.108   MT  1.00004742   -1 17 39.0
 GY3275
 GY3275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3275!SPC KY1Z     -   0.99990070  x   0.99999516  =   0.99989587
 GY3275!SPC KY S     -   0.99990070  x   0.99995344  =   0.99985415
 GY3275!UTM  17      -   0.99990070  x   1.00004742  =   0.99994812
 GY3275
 GY3275:                Primary Azimuth Mark                     Grid Az
 GY3275:SPC KY1Z     -  BRASHER AZ MK                            158 21 08.5
 GY3275:SPC KY S     -  BRASHER AZ MK                            158 22 18.8
 GY3275:UTM  17      -  BRASHER AZ MK                            161 14 46.0
 GY3275
 GY3275|---------------------------------------------------------------------|
 GY3275| PID    Reference Object                     Distance      Geod. Az  |
 GY3275|                                                           dddmmss.s |
 GY3275| DB8818 BRASHER AZ MK                                      1595707.0 |
 GY3275| DB8819 BRASHER RM 1                          8.147 METERS 25801     |
 GY3275| GY3263 LOST RESET                          APPROX.24.0 KM 3513426.1 |
 GY3275| DB8820 BRASHER RM 2                          7.710 METERS 35315     |
 GY3275|---------------------------------------------------------------------|
 GY3275
 GY3275                          SUPERSEDED SURVEY CONTROL
 GY3275
 GY3275  NAD 83(1993)-  37 06 13.73888(N)    083 08 40.69762(W) AD(       ) 2
 GY3275  NAD 83(1986)-  37 06 13.74070(N)    083 08 40.70089(W) AD(       ) 2
 GY3275  NAD 27      -  37 06 13.39900(N)    083 08 41.08700(W) AD(       ) 2
 GY3275
 GY3275.Superseded values are not recommended for survey control.
 GY3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3275.See file dsdata.txt to determine how the superseded data were derived.
 GY3275
 GY3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB0942608541(NAD 83)
 GY3275_MARKER: DS = TRIANGULATION STATION DISK
 GY3275_SETTING: 80 = SET IN A BOULDER
 GY3275_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GY3275
 GY3275  HISTORY     - Date     Condition        Report By
 GY3275  HISTORY     - 1934     MONUMENTED       CGS
 GY3275  HISTORY     - 1950     GOOD             CGS
 GY3275
 GY3275                          STATION DESCRIPTION
 GY3275
 GY3275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GY3275'STATION IS ON A HIGH, WOODED PEAK, LOCALLY KNOWN AS BALD KNOB, AT THE
 GY3275'HEAD OF OWENS BRANCH OF LEATHERWOOD CREEK, ABOUT 13-1/4 MILES ESE
 GY3275'OF HYDEN AND 10-1/2 MILES SSE OF HAZARD.  THE STATION IS A STANDARD
 GY3275'DISK SET IN THE TOP OF A SMALL BURIED STONE, 25 FEET S OF A
 GY3275'30-INCH DEAD CHESTNUT OAK, AND 25 FEET NE OF A 40-INCH WHITE OAK WITH
 GY3275'TRIANGULAR BLAZE.
 GY3275'
 GY3275'REFERENCE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 GY3275'CONCRETE IN DEPRESSIONS IN BOULDERS.
 GY3275'
 GY3275'REFERENCE MARK NO. 1 IS WSW OF STATION, 7 FEET NW OF A 40-INCH OAK
 GY3275'WITH TRIANGULAR BLAZE.
 GY3275'
 GY3275'REFERENCE MARK NO. 2 IS NNW OF STATION, 8 FEET W OF A 30-INCH DEAD
 GY3275'CHESTNUT OAK.
 GY3275'
 GY3275'AZIMUTH MARK IS A STANDARD DISK SET ABOUT 50 YARDS SE OF STATION IN
 GY3275'ROCK LEDGE, 5 FEET NE OF 30-INCH CHESTNUT OAK AND 25 FEET NW OF
 GY3275'24-INCH CHESTNUT OAK.
 GY3275'
 GY3275'STATION IS NEAR THE SITE OF AN OLD U.S.G.S. STATION BRASHEAR THAT
 GY3275'COULD NOT BE FOUND.
 GY3275'
 GY3275'TO REACH FROM THE COURTHOUSE AT HAZARD, TAKE STATE HIGHWAY 15 SE FOR
 GY3275'6.75 MILES AND TURN RIGHT ON DIRT ROAD AT JEFF, FOLLOW 2.3 MILES
 GY3275'TO VIPER, AND KEEP STRAIGHT AHEAD ON MAIN ROAD ABOUT 9 MILES TO THE
 GY3275'VILLAGE OF CORNETSVILLE, TURN RIGHT JUST AFTER CROSSING
 GY3275'CONCRETE BRIDGE AND FOLLOW ALONG LEATHERWOOD CREEK, KEEP RIGHT FORK
 GY3275'AT 0.3 MILE AND CONTINUE 4.65 MILES, OR 0.3 MILE BEYOND STORE AT
 GY3275'SLEMP, TAKE RIGHT FORK UP OWENS BRANCH AT A SCHOOLHOUSE AND PROCEED
 GY3275'1.45 MILES TO THE HOME OF JOHN BUSH, WHICH IS THE END OF TRUCK
 GY3275'TRAVEL.  FROM HERE CONTINUE UP THE BRANCH ABOUT 1-1/2 MILES TO THE
 GY3275'HOME OF ABNER MELTON, TAKE RIDGE TO RIGHT BEHIND BARN (VERY STEEP)
 GY3275'AND FOLLOW ABOUT 1 MILE TO A TRIANGULAR-BLAZED OAK AND STATION
 GY3275'SITE.
 GY3275'
 GY3275'A 4-FOOT STAND REQUIRED.
 GY3275
 GY3275                          STATION RECOVERY (1950)
 GY3275
 GY3275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3275'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GY3275'GOOD CONDITION.  DIRECTION TO REFERENCE MARKS NO. 1 AND NO. 2 FAILED
 GY3275'TO CHECK AS NOTED BELOW.  DISTANCE TO REFERENCE MARK NO. 2 FAILED TO
 GY3275'CHECK, ALSO NOTED BELOW.  SURFACE, UNDERGROUND, REFERENCE MARKS NO. 1
 GY3275'AND NO. 2 AND AZIMUTH MARK ARE DESCRIBED.
 GY3275'A NEW DESCRIPTION FOLLOWS-
 GY3275'
 GY3275'STATION IS LOCATED ABOUT 10 MILES SOUTH OF HAZARD ON A HIGH WOODED
 GY3275'RIDGE KNOWN LOCALLY AS BALD KNOB.  IT IS 45 FEET NORTHWEST OF A
 GY3275'30-INCH OAK TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE.  THE MARK IS
 GY3275'ABOUT 6 INCHES UNDERGROUND AND THE DISK IS STAMPED BRASHER 1934.
 GY3275'
 GY3275'REFERENCE MARK NO. 1 IS 26.73 FEET NORTH OF STATION.  THE MARK IS A
 GY3275'4X6 FOOT BOULDER WHICH PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GY3275'STAMPED BRASHER NO. 1 1934.
 GY3275'
 GY3275'REFERENCE MARK NO. 2 IS 25.30 FEET WEST OF STATION.  THE MARK IS A
 GY3275'SMALL BOULDER WHICH PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GY3275'BRASHER NO. 2 1934.
 GY3275'
 GY3275'AZIMUTH MARK IS 25 FEET NORTHWEST OF A 30-INCH OAK TREE WITH A
 GY3275'TRIANGLE BLAZE ON THE SOUTHEAST SIDE AND 5 FEET NORTHEAST OF A
 GY3275'24-INCH OAK TREE.  THE MARK IS A ROCK LEDGE ON EDGE OF HILL AND THE
 GY3275'DISK IS STAMPED BRASHER AZI 1934.  (REFERENCE MARK DISK.)
 GY3275'
 GY3275'TO REACH STATION FROM HAZARD, GO SOUTHEAST ON STATE HIGHWAY 15 FOR
 GY3275'ABOUT 7 MILES TO THE JUNCTION OF STATE HIGHWAY 7 IN THE SMALL
 GY3275'VILLAGE OF JEFF, TURN RIGHT ON HIGHWAY 7 AND GO WEST AND SOUTH FOR
 GY3275'11.0 MILES TO THE JUNCTION OF STATE HIGHWAY 448, TURN
 GY3275'RIGHT ON HIGHWAY 448 AND GO SOUTH AND WEST FOR 4.9 MILES TO A DIRT T
 GY3275'ROAD RIGHT JUST BEYOND A CONCRETE BLOCK BUILDING ON RIGHT, TURN
 GY3275'RIGHT ON DIRT ROAD AND GO 0.1 MILE TO RAILROAD, DIRT ROAD LEFT AND
 GY3275'CREEK, KEEP STRAIGHT AHEAD ON MAIN TRAVELED ROAD AND GO 2.5 MILES
 GY3275'TO A SMALL BRIDGE AND END OF TRUCK TRAVEL.  FROM HERE PACK UP
 GY3275'STEEP RIDGE TO THE NORTH AND FOLLOW A DIM TRAIL NORTH FOR ABOUT 1-1/2
 GY3275'MILES TO TOP OF RIDGE, TURN LEFT AND FOLLOW TRAIL ON TOP OF RIDGE
 GY3275'FOR ABOUT 100 YARDS TO STATION IN SMALL CLEARING AS DESCRIBED.  (THIS
 GY3275'IS ABOUT A 1 HOUR PACK.)
 GY3275'
 GY3275'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1714 ***********************************************************************
 HA1714  DESIGNATION -  BRECKINRIDGE
 HA1714  PID         -  HA1714
 HA1714  STATE/COUNTY-  KY/UNION
 HA1714  USGS QUAD   -  MORGANFIELD (1969)
 HA1714
 HA1714                         *CURRENT SURVEY CONTROL
 HA1714  ___________________________________________________________________
 HA1714* NAD 83(1993)-  37 39 06.19146(N)    087 54 37.87155(W)     ADJUSTED  
 HA1714* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 HA1714  ___________________________________________________________________
 HA1714  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HA1714  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 HA1714
 HA1714  HORZ ORDER  -  SECOND
 HA1714
 HA1714.The horizontal coordinates were established by classical geodetic methods
 HA1714.and adjusted by the National Geodetic Survey in December 1995..
 HA1714
 HA1714.The orthometric height was scaled from a topographic map.
 HA1714
 HA1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1714
 HA1714.The geoid height was determined by GEOID03.
 HA1714
 HA1714;                    North         East     Units Scale Factor Converg.
 HA1714;SPC KY1Z     - 1,148,524.498 1,309,375.979   MT  0.99991259   -1 19 35.3
 HA1714;SPC KY1Z     - 3,768,117.46  4,295,844.36   sFT  0.99991259   -1 19 35.3
 HA1714;SPC KY S     -   648,488.914   309,366.391   MT  0.99996072   -1 18 37.0
 HA1714;SPC KY S     - 2,127,584.05  1,014,979.57   sFT  0.99996072   -1 18 37.0
 HA1714;UTM  16      - 4,167,563.626   419,681.335   MT  0.99967946   -0 33 22.4
 HA1714
 HA1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1714!SPC KY1Z     -   0.99997334  x   0.99991259  =   0.99988593
 HA1714!SPC KY S     -   0.99997334  x   0.99996072  =   0.99993406
 HA1714!UTM  16      -   0.99997334  x   0.99967946  =   0.99965281
 HA1714
 HA1714:                Primary Azimuth Mark                     Grid Az
 HA1714:SPC KY1Z     -  CAMP BRECKINRIDGE N STANDPIPE            052 37 38.2
 HA1714:SPC KY S     -  CAMP BRECKINRIDGE N STANDPIPE            052 36 39.9
 HA1714:UTM  16      -  CAMP BRECKINRIDGE N STANDPIPE            051 51 25.3
 HA1714
 HA1714|---------------------------------------------------------------------|
 HA1714| PID    Reference Object                     Distance      Geod. Az  |
 HA1714|                                                           dddmmss.s |
 HA1714| HA1706 CAMP BRECKINRIDGE N STANDPIPE       APPROX. 6.2 KM 0511802.9 |
 HA1714| HA1707 CAMP BRECKINRIDGE S STANDPIPE       APPROX. 4.0 KM 0683447.2 |
 HA1714| HA1719 UNION LOOKOUT TOWER                 APPROX. 1.0 KM 1211535.9 |
 HA1714| HA1666 SULLIVAN                            APPROX.17.3 KM 1881944.1 |
 HA1714| CG7252 BRECKINRIDGE RM 1                    27.477 METERS 20330     |
 HA1714| CG7253 BRECKINRIDGE RM 2                    25.133 METERS 28544     |
 HA1714| HB1446 SPRING GROVE TV RELAY MAST          APPROX. 9.9 KM 2940433.2 |
 HA1714| CG7254 BRECKINRIDGE RM 3                                  29906     |
 HA1714| HA1716 MORGANFIELD MUNICIPAL SPIPE         APPROX. 3.7 KM 3440700.8 |
 HA1714| HA1718 MORGANFIELD ST ANNS CATH CH         APPROX. 3.6 KM 3442620.7 |
 HA1714| HA1717 MORGANFIELD RADIO KIE 362 TWR       APPROX. 3.1 KM 3573539.1 |
 HA1714|---------------------------------------------------------------------|
 HA1714
 HA1714                          SUPERSEDED SURVEY CONTROL
 HA1714
 HA1714  NAD 83(1986)-  37 39 06.19829(N)    087 54 37.87417(W) AD(       ) 2
 HA1714  NAD 27      -  37 39 06.03307(N)    087 54 37.78225(W) AD(       ) 2
 HA1714
 HA1714.Superseded values are not recommended for survey control.
 HA1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1714.See file dsdata.txt to determine how the superseded data were derived.
 HA1714
 HA1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1968167564(NAD 83)
 HA1714_MARKER: DS = TRIANGULATION STATION DISK
 HA1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1714_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1714
 HA1714  HISTORY     - Date     Condition        Report By
 HA1714  HISTORY     - 1962     MONUMENTED       CGS
 HA1714
 HA1714                          STATION DESCRIPTION
 HA1714
 HA1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1714'THE STATION IS ON CHALYBEATE RIDGE, ABOUT 2 MILES SOUTH AND 1/2 MILE
 HA1714'EAST OF MORGANFIELD, ON PROPERTY OWNED BY THE GOVERMENT AND
 HA1714'INSIDE THE BRECKINRIDGE MILITARY RESERVATION. IT IS 31 FEET EAST OF
 HA1714'THE CENTERLINE OF A GRAVELED ROAD, 23 FEET NORTHWEST OF THE
 HA1714'CENTERLINE OF A DIM TRACK ROAD AND 5 FEET SOUTHWEST OF A WITNESS
 HA1714'POST. THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 HA1714'BRECKINRIDGE 1962.
 HA1714'
 HA1714'TO REACH FROM THE SOUTH ENTRANCE TO CAMP BRECKINRIDGE, GO NORTHWEST
 HA1714'ON STATE HIGHWAY 56 FOR 1.25 MILES TO A SIDE ROAD LEFT. TURN LEFT
 HA1714'AND GO SOUTHWESTERLY ON A GRAVELED ROAD FOR 1.1 MILES TO A T-ROAD AT
 HA1714'THE TOP OF A RIDGE. TURN LEFT AND GO SOUTHERLY ON A GRAVELED ROAD
 HA1714'FOR 0.1 MILE TO REFERENCE MARK 3 ON THE RIGHT. CONTINUE SOUTHERLY ON
 HA1714'THE GRAVELED ROAD FOR 0.1 MILE TO A CURVE AND THE STATION ON THE
 HA1714'LEFT.
 HA1714'
 HA1714'REFERENCE MARK 1 IS 13 FEET NORTHWEST OF THE CENTERLINE OF THE
 HA1714'GRAVELED ROAD. THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 HA1714'STAMPED BRECKINRIDGE NO 1 1962.
 HA1714'
 HA1714'REFERENCE MARK 2 IS 14 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HA1714'GRAVELED ROAD AND 4 FEET EAST OF A 10 INCH OAK TREE. THE MONUMENT
 HA1714'PROJECTS 6 INCHES AND THE DISK IS STAMPED BRECKINRIDGE NO 2 1962.
 HA1714'
 HA1714'REFERENCE MARK 3 IS 23 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 HA1714'ROAD, 12 FEET SOUTH OF A TWIN TRUNKED HICKORY TREE AND 4 FEET
 HA1714'SOUTHWEST OF A WITNESS POST. THE MONUMENT PROJECTS 6 INCHES AND THE
 HA1714'DISK IS STAMPED BRECKINRIDGE NO 3 1962.
 HA1714'
 HA1714'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND. A REFERENCE
 HA1714'MARK 3 WAS ESTABLISHED AND THE DIRECTION DETERMINED BY PRECISE
 HA1714'METHODS.
 HA1714'
 HA1714'NO MEASUREMENT BETWEEN RMS TREES ON LINE
 HA1714'
 HA1714'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1426 ***********************************************************************
 GB1426  DESIGNATION -  BREEDING
 GB1426  PID         -  GB1426
 GB1426  STATE/COUNTY-  KY/ADAIR
 GB1426  USGS QUAD   -  BREEDING (1983)
 GB1426
 GB1426                         *CURRENT SURVEY CONTROL
 GB1426  ___________________________________________________________________
 GB1426* NAD 83(1993)-  36 58 10.20303(N)    085 25 59.04013(W)     ADJUSTED  
 GB1426* NAVD 88     -       342.421  (meters)    1123.43   (feet)  ADJUSTED  
 GB1426  ___________________________________________________________________
 GB1426  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 GB1426  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GB1426  DYNAMIC HT  -         342.143 (meters)    1122.51  (feet)  COMP
 GB1426  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GB1426
 GB1426  HORZ ORDER  -  SECOND
 GB1426  VERT ORDER  -  SECOND    CLASS 0
 GB1426
 GB1426.The horizontal coordinates were established by classical geodetic methods
 GB1426.and adjusted by the National Geodetic Survey in December 1995..
 GB1426
 GB1426.The orthometric height was determined by differential leveling
 GB1426.and adjusted by the National Geodetic Survey in June 1991..
 GB1426
 GB1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1426
 GB1426.The geoid height was determined by GEOID03.
 GB1426
 GB1426.The dynamic height is computed by dividing the NAVD 88
 GB1426.geopotential number by the normal gravity value computed on the
 GB1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1426.degrees latitude (g = 980.6199 gals.).
 GB1426
 GB1426.The modeled gravity was interpolated from observed gravity values.
 GB1426
 GB1426;                    North         East     Units Scale Factor Converg.
 GB1426;SPC KY1Z     - 1,070,653.773 1,528,222.796   MT  1.00002918   +0 11 40.5
 GB1426;SPC KY1Z     - 3,512,636.59  5,013,844.29   sFT  1.00002918   +0 11 40.5
 GB1426;SPC KY S     -   570,645.039   528,221.001   MT  0.99996553   +0 11 31.9
 GB1426;SPC KY S     - 1,872,191.27  1,733,005.07   sFT  0.99996553   +0 11 31.9
 GB1426;UTM  16      - 4,092,636.180   639,480.084   MT  0.99983967   +0 56 33.0
 GB1426
 GB1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1426!SPC KY1Z     -   0.99995114  x   1.00002918  =   0.99998032
 GB1426!SPC KY S     -   0.99995114  x   0.99996553  =   0.99991667
 GB1426!UTM  16      -   0.99995114  x   0.99983967  =   0.99979082
 GB1426
 GB1426:                Primary Azimuth Mark                     Grid Az
 GB1426:SPC KY1Z     -  BREEDING AZ MK                           071 52 35.0
 GB1426:SPC KY S     -  BREEDING AZ MK                           071 52 43.6
 GB1426:UTM  16      -  BREEDING AZ MK                           071 07 42.5
 GB1426
 GB1426|---------------------------------------------------------------------|
 GB1426| PID    Reference Object                     Distance      Geod. Az  |
 GB1426|                                                           dddmmss.s |
 GB1426| GB1428 BREEDING AZ MK                                     0720415.5 |
 GB1426| GB1427 BREEDING RM 1                        27.378 METERS 07216     |
 GB1426| GB1425 BREEDING RM 2                        22.698 METERS 33906     |
 GB1426|---------------------------------------------------------------------|
 GB1426
 GB1426                          SUPERSEDED SURVEY CONTROL
 GB1426
 GB1426  NAD 83(1986)-  36 58 10.21387(N)    085 25 59.04757(W) AD(       ) 2
 GB1426  NAD 27      -  36 58 09.99700(N)    085 25 59.17300(W) AD(       ) 2
 GB1426  NGVD 29 (??/??/92)  342.561  (m)         1123.89   (f) ADJ UNCH    2 0
 GB1426
 GB1426.Superseded values are not recommended for survey control.
 GB1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1426.See file dsdata.txt to determine how the superseded data were derived.
 GB1426
 GB1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3948092636(NAD 83)
 GB1426_MARKER: DS = TRIANGULATION STATION DISK
 GB1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1426_STAMPING: BREEDING 1951 1123.886
 GB1426_MARK LOGO: CGS   
 GB1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1426+STABILITY: SURFACE MOTION
 GB1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1426+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 GB1426
 GB1426  HISTORY     - Date     Condition        Report By
 GB1426  HISTORY     - 1951     MONUMENTED       CGS
 GB1426  HISTORY     - 1951     GOOD             CGS
 GB1426  HISTORY     - 1958     GOOD             CGS
 GB1426  HISTORY     - 1958     GOOD             CGS
 GB1426  HISTORY     - 19990505 GOOD             WOOLPT
 GB1426  HISTORY     - 20050913 GOOD             KYTC
 GB1426
 GB1426                          STATION DESCRIPTION
 GB1426
 GB1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GB1426'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF BURKESVILLE, 11 MILES
 GB1426'SOUTHWEST OF COLUMBIA AND 10 MILES EAST OF EDMONTON ON THE NORTHWEST
 GB1426'SIDE OF STATE HIGHWAY NO. 61. IT IS 42-1/2 FEET NORTHWEST OF THE
 GB1426'CENTER OF STATE HIGHWAY NO. 61, 9 FEET SOUTH OF THE CENTER OF TRACK
 GB1426'ROAD AND 6 FEET NORTHWEST OF WHITE WITNESS POST. THE MARK IS SET
 GB1426'FLUSH WITH THE GROUND SURFACE AND THE DISK STAMPED BREEDING
 GB1426'1951.
 GB1426'
 GB1426'REFERENCE MARK NO 1 IS 45 FEET NORTHWEST OF THE CENTER OF STATE
 GB1426'HIGHWAY NO. 61 AND 8 FEET SOUTH OF THE CENTER OF TRACK ROAD. THE
 GB1426'MARK PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED BREEDING NO 1 1951.
 GB1426'
 GB1426'REFERENCE MARK NO 2 IS 69 FEET NORTH OF THE CENTER OF TRACK ROAD SET
 GB1426'IN THE SOUTH EDGE OF HEAVY BRUSH AND ABOUT 5 FEET HIGHER IN
 GB1426'ELEVATION THAN STATION MARK. THE MARK PROJECTS ABOUT 6 INCHES AND THE
 GB1426'DISK STAMPED BREEDING NO 2 1951.
 GB1426'
 GB1426'THE AZIMUTH MARK IS SET ON LAND OWNED BY MR. BUTLER SCOTT. IT IS 100
 GB1426'FEET NORTH OF THE NORTHWEST CORNER OF FRAME HOUSE, 2 FEET SOUTH OF
 GB1426'WHITE WITNESS POST, 1 FOOT EAST OF NORTH-SOUTH FENCE LINE AND JUST
 GB1426'NORTH OF A SMALL CHICKEN HOUSE, THE MARK PROJECTS ABOUT 2 INCHES
 GB1426'AND THE DISK STAMPED BREEDING 1951.
 GB1426'
 GB1426'TO REACH THE STATION FROM THE SOUTHWEST SIDE OF THE COURTHOUSE SQUARE
 GB1426'AND JUNCTION OF STATE HIGHWAYS NO. 61 AND 80 IN COLUMBIA, GO
 GB1426'SOUTHWEST ON STATE HIGHWAYS NO. 61 AND 80 FOR 2.6 MILES TO WHERE
 GB1426'STATE HIGHWAY NO. 80 TURNS RIGHT AND NO.61 CONTINUES STRAIGHT AHEAD,
 GB1426'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY NO. 61 FOR 9.95 MILES TO
 GB1426'WHITE FRAME HOUSE ON HILL ON THE RIGHT AND AZIMUTH MARK AS
 GB1426'DESCRIBED, CONTINUE SOUTHWEST ON STATE HIGHWAY NO. 61 FOR 0.15 MILE
 GB1426'TO SIDE ROAD RIGHT, BEAR RIGHT FOR 0.05 MILE TO THE STATION ON THE
 GB1426'LEFT AS DESCRIBED.
 GB1426'
 GB1426'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GB1426
 GB1426                          STATION RECOVERY (1951)
 GB1426
 GB1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GB1426'0.8 MI N FROM BREEDING.
 GB1426'ABOUT 0.85 MILE NORTH ALONG STATE HIGHWAY 61 FROM THE BAPTIST
 GB1426'CHURCH AT BREEDING, NEAR THE TOP OF A GRADE, 42 FEET NORTH OF
 GB1426'CENTER LINE OF HIGHWAY, 8 1/2 FEET SOUTH OF CENTER LINE OF A TRAIL
 GB1426'PARALLEL TO HIGHWAY, ABOUT 85 YARDS WEST ALONG TRAIL FROM ITS
 GB1426'JUNCTION WITH HIGHWAY, 125 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GB1426'OF AN OLD SHACK, 90 FEET WEST-SOUTHWEST OF RM NO. 1, 75 FEET
 GB1426'EAST-SOUTHEAST OF RM NO. 2, 6 FEET WEST OF A WHITE WOODEN WITNESS
 GB1426'POST, ABOUT 6 FEET ABOVE HIGHWAY, ABOUT LEVEL WITH TRAIL AND SET
 GB1426'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GB1426
 GB1426                          STATION RECOVERY (1958)
 GB1426
 GB1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 GB1426'TRIANGULATION DESCRIPTION WAS NOT AVAILABLE AT THIS TIME. ALL MARKS
 GB1426'WERE RECOVERD IN GOOD CONDITON AND ELEVATION WAS STAMPED ON ALL
 GB1426'MARKS.
 GB1426
 GB1426                          STATION RECOVERY (1958)
 GB1426
 GB1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GB1426'RECOVERED IN GOOD CONDITION.
 GB1426
 GB1426                          STATION RECOVERY (1999)
 GB1426
 GB1426'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999
 GB1426'RECOVERED IN GOOD CONDITION.
 GB1426
 GB1426                          STATION RECOVERY (2005)
 GB1426
 GB1426'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1426'MARK IS ABOUT 0.2 MILE WEST ALONG FIRE DEPT. LANE, OLD KY 61, FROM
 GB1426'JUNCTION WITH KY 61, 27 FEET EAST OF CENTER OF ASPHALT ENTRANCE DRIVE
 GB1426'TO FIRE DEPARTMENT AND 10 FEET SOUTH OF SOUTH EDGE OF ASPHALT PARKING
 GB1426'LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1428 ***********************************************************************
 GB1428  DESIGNATION -  BREEDING AZ MK
 GB1428  PID         -  GB1428
 GB1428  STATE/COUNTY-  KY/ADAIR
 GB1428  USGS QUAD   -  BREEDING (1983)
 GB1428
 GB1428                         *CURRENT SURVEY CONTROL
 GB1428  ___________________________________________________________________
 GB1428* NAD 83(1986)-  36 58 13.     (N)    085 25 45.     (W)     SCALED    
 GB1428* NAVD 88     -       334.062  (meters)    1096.00   (feet)  ADJUSTED  
 GB1428  ___________________________________________________________________
 GB1428  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GB1428  DYNAMIC HT  -         333.790 (meters)    1095.11  (feet)  COMP
 GB1428  MODELED GRAV-     979,808.4   (mgal)                       NAVD 88
 GB1428
 GB1428  VERT ORDER  -  SECOND    CLASS 0
 GB1428
 GB1428.The horizontal coordinates were scaled from a topographic map and have
 GB1428.an estimated accuracy of +/- 6 seconds.
 GB1428
 GB1428.The orthometric height was determined by differential leveling
 GB1428.and adjusted by the National Geodetic Survey in June 1991..
 GB1428
 GB1428.The geoid height was determined by GEOID03.
 GB1428
 GB1428.The dynamic height is computed by dividing the NAVD 88
 GB1428.geopotential number by the normal gravity value computed on the
 GB1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1428.degrees latitude (g = 980.6199 gals.).
 GB1428
 GB1428.The modeled gravity was interpolated from observed gravity values.
 GB1428
 GB1428;                    North         East    Units  Estimated Accuracy
 GB1428;SPC KY1Z     - 1,070,740.    1,528,570.      MT  (+/- 180 meters Scaled)
 GB1428
 GB1428                          SUPERSEDED SURVEY CONTROL
 GB1428
 GB1428  NGVD 29 (??/??/92)  334.202  (m)         1096.46   (f) ADJ UNCH    2 0
 GB1428
 GB1428.Superseded values are not recommended for survey control.
 GB1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1428.See file dsdata.txt to determine how the superseded data were derived.
 GB1428
 GB1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF398927(NAD 83)
 GB1428_MARKER: DZ = AZIMUTH MARK DISK
 GB1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1428_STAMPING: BREEDING 1951 1096.461
 GB1428_MARK LOGO: CGS   
 GB1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1428+STABILITY: SURFACE MOTION
 GB1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1428+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 GB1428
 GB1428  HISTORY     - Date     Condition        Report By
 GB1428  HISTORY     - 1951     MONUMENTED       CGS
 GB1428  HISTORY     - 1958     GOOD             CGS
 GB1428  HISTORY     - 20050913 GOOD             KYTC
 GB1428
 GB1428                          STATION DESCRIPTION
 GB1428
 GB1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1428'1 MI N FROM BREEDING.
 GB1428'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE BAPTIST
 GB1428'CHURCH AT BREEDING, ABOUT 0.85 MILE SOUTHWEST OF A BRIDGE OVER
 GB1428'HARRODS FORK, 239 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 75
 GB1428'FEET WEST OF THE WEST CORNER OF A 1 1/2-STORY FARM HOUSE, 11 FEET
 GB1428'NORTH OF WEST CORNER OF A SMALL FARM SHED, AND SET IN THE TOP
 GB1428'OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1428
 GB1428                          STATION RECOVERY (1958)
 GB1428
 GB1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GB1428'RECOVERED IN GOOD CONDITION.
 GB1428
 GB1428                          STATION RECOVERY (2005)
 GB1428
 GB1428'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1428'MARK IS AT JUNCTION OF KY 61 AND FIRE DEPT. LANE, OLD KY 61, FARM
 GB1428'HOUSE NOW ABANDONED, 13 FEET NORTH OF WEST CORNER OF SHED, 3.5 FEET
 GB1428'SOUTHWEST OF SOUTHWEST CORNER OF OUTHOUSE, 1 FOOT SOUTH OF A CARSONITE
 GB1428'WITNESS POST AND FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1427 ***********************************************************************
 GB1427  DESIGNATION -  BREEDING RM 1
 GB1427  PID         -  GB1427
 GB1427  STATE/COUNTY-  KY/ADAIR
 GB1427  USGS QUAD   -  BREEDING (1983)
 GB1427
 GB1427                         *CURRENT SURVEY CONTROL
 GB1427  ___________________________________________________________________
 GB1427* NAD 83(1986)-  36 58 09.     (N)    085 25 59.     (W)     SCALED    
 GB1427* NAVD 88     -       342.838  (meters)    1124.79   (feet)  ADJUSTED  
 GB1427  ___________________________________________________________________
 GB1427  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GB1427  DYNAMIC HT  -         342.559 (meters)    1123.88  (feet)  COMP
 GB1427  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GB1427
 GB1427  VERT ORDER  -  SECOND    CLASS 0
 GB1427
 GB1427.The horizontal coordinates were scaled from a topographic map and have
 GB1427.an estimated accuracy of +/- 6 seconds.
 GB1427
 GB1427.The orthometric height was determined by differential leveling
 GB1427.and adjusted by the National Geodetic Survey in June 1991..
 GB1427
 GB1427.The geoid height was determined by GEOID03.
 GB1427
 GB1427.The dynamic height is computed by dividing the NAVD 88
 GB1427.geopotential number by the normal gravity value computed on the
 GB1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1427.degrees latitude (g = 980.6199 gals.).
 GB1427
 GB1427.The modeled gravity was interpolated from observed gravity values.
 GB1427
 GB1427;                    North         East    Units  Estimated Accuracy
 GB1427;SPC KY1Z     - 1,070,620.    1,528,220.      MT  (+/- 180 meters Scaled)
 GB1427
 GB1427                          SUPERSEDED SURVEY CONTROL
 GB1427
 GB1427  NGVD 29 (??/??/92)  342.977  (m)         1125.25   (f) ADJ UNCH    2 0
 GB1427
 GB1427.Superseded values are not recommended for survey control.
 GB1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1427.See file dsdata.txt to determine how the superseded data were derived.
 GB1427
 GB1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF394925(NAD 83)
 GB1427_MARKER: DR = REFERENCE MARK DISK
 GB1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1427_STAMPING: BREEDING NO 1 1951 1125.250
 GB1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1427+STABILITY: SURFACE MOTION
 GB1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1427+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 GB1427
 GB1427  HISTORY     - Date     Condition        Report By
 GB1427  HISTORY     - 1951     MONUMENTED       CGS
 GB1427  HISTORY     - 1958     GOOD             NGS
 GB1427  HISTORY     - 20050913 GOOD             KYTC
 GB1427
 GB1427                          STATION DESCRIPTION
 GB1427
 GB1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1427'0.8 MI N FROM BREEDING.
 GB1427'ABOUT 0.85 MILE NORTH ALONG STATE HIGHWAY 61 FROM THE BAPTIST
 GB1427'CHURCH AT BREEDING, NEAR THE TOP OF A GRADE, 43 FEET NORTH OF
 GB1427'CENTER LINE OF HIGHWAY, 9 FEET SOUTH OF CENTER LINE OF A TRAIL
 GB1427'WEST, ABOUT 54 YARDS WEST OF JUNCTION OF TRAIL AND HIGHWAY, 90
 GB1427'FEET EAST-NORTHEAST OF STATION, 36 FEET SOUTHWEST OF SOUTHWEST
 GB1427'CORNER OF AN OLD SHACK, ABOUT 4 FEET ABOVE HIGHWAY, ABOUT LEVEL
 GB1427'WITH TRAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 GB1427'INCHES.  NOTE-- THE MARK IS ALSO 13 FEET WEST OF A TELEPHONE
 GB1427'POLE WITH A BRACE POLE.
 GB1427
 GB1427                          STATION RECOVERY (1958)
 GB1427
 GB1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1427'RECOVERED IN GOOD CONDITION.
 GB1427
 GB1427                          STATION RECOVERY (2005)
 GB1427
 GB1427'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1427'MARK IS ABOUT 0.2 MILE WEST ALONG FIRE DEPT. LANE, OLD KY 61, FROM
 GB1427'JUNCTION WITH KY 61, 12.4 FEET WEST OF TELEPHONE POLE AND 1 FOOT SOUTH
 GB1427'OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1425 ***********************************************************************
 GB1425  DESIGNATION -  BREEDING RM 2
 GB1425  PID         -  GB1425
 GB1425  STATE/COUNTY-  KY/ADAIR
 GB1425  USGS QUAD   -  BREEDING (1983)
 GB1425
 GB1425                         *CURRENT SURVEY CONTROL
 GB1425  ___________________________________________________________________
 GB1425* NAD 83(1986)-  36 58 09.     (N)    085 25 59.     (W)     SCALED    
 GB1425* NAVD 88     -       344.452  (meters)    1130.09   (feet)  ADJUSTED  
 GB1425  ___________________________________________________________________
 GB1425  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GB1425  DYNAMIC HT  -         344.172 (meters)    1129.17  (feet)  COMP
 GB1425  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GB1425
 GB1425  VERT ORDER  -  SECOND    CLASS 0
 GB1425
 GB1425.The horizontal coordinates were scaled from a topographic map and have
 GB1425.an estimated accuracy of +/- 6 seconds.
 GB1425
 GB1425.The orthometric height was determined by differential leveling
 GB1425.and adjusted by the National Geodetic Survey in June 1991..
 GB1425
 GB1425.The geoid height was determined by GEOID03.
 GB1425
 GB1425.The dynamic height is computed by dividing the NAVD 88
 GB1425.geopotential number by the normal gravity value computed on the
 GB1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1425.degrees latitude (g = 980.6199 gals.).
 GB1425
 GB1425.The modeled gravity was interpolated from observed gravity values.
 GB1425
 GB1425;                    North         East    Units  Estimated Accuracy
 GB1425;SPC KY1Z     - 1,070,620.    1,528,220.      MT  (+/- 180 meters Scaled)
 GB1425
 GB1425                          SUPERSEDED SURVEY CONTROL
 GB1425
 GB1425  NGVD 29 (??/??/92)  344.592  (m)         1130.55   (f) ADJ UNCH    2 0
 GB1425
 GB1425.Superseded values are not recommended for survey control.
 GB1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1425.See file dsdata.txt to determine how the superseded data were derived.
 GB1425
 GB1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF394925(NAD 83)
 GB1425_MARKER: DR = REFERENCE MARK DISK
 GB1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1425_STAMPING: BREEDING NO 2 1951 1130.549
 GB1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1425+STABILITY: SURFACE MOTION
 GB1425
 GB1425  HISTORY     - Date     Condition        Report By
 GB1425  HISTORY     - 1951     MONUMENTED       CGS
 GB1425  HISTORY     - 1958     GOOD             NGS
 GB1425
 GB1425                          STATION DESCRIPTION
 GB1425
 GB1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1425'0.8 MI N FROM BREEDING.
 GB1425'ABOUT 0.85 MILE NORTH ALONG STATE HIGHWAY 61 FROM THE BAPTIST
 GB1425'CHURCH AT BREEDING, NEAR THE TOP OF A GRADE, 117 FEET NORTH OF THE
 GB1425'CENTER LINE OF HIGHWAY, 75 FEET NORTH-NORTHWEST OF STATION MARK,
 GB1425'66 FEET NORTH OF CENTER LINE OF A TRAIL PARALLELING HIGHWAY,
 GB1425'17 1/2 FEET NORTH OF A POWER LINE, 38 FEET NORTHEAST OF A POWER
 GB1425'POLE, ABOUT 85 YARDS WEST ALONG TRAIL FROM ITS JUNCTION WITH
 GB1425'HIGHWAY, ABOUT 12 FEET ABOVE HIGHWAY, ABOUT 6 FEET ABOVE TRAIL
 GB1425'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GB1425
 GB1425                          STATION RECOVERY (1958)
 GB1425
 GB1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3585 ***********************************************************************
 GA3585  DESIGNATION -  BRICE
 GA3585  PID         -  GA3585
 GA3585  STATE/COUNTY-  KY/KNOX
 GA3585  USGS QUAD   -  SCALF (1979)
 GA3585
 GA3585                         *CURRENT SURVEY CONTROL
 GA3585  ___________________________________________________________________
 GA3585* NAD 83(1993)-  36 56 00.13774(N)    083 43 12.34305(W)     ADJUSTED  
 GA3585* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 GA3585  ___________________________________________________________________
 GA3585  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GA3585  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GA3585
 GA3585  HORZ ORDER  -  THIRD
 GA3585
 GA3585.The horizontal coordinates were established by classical geodetic methods
 GA3585.and adjusted by the National Geodetic Survey in December 1995..
 GA3585
 GA3585.The orthometric height was scaled from a topographic map.
 GA3585
 GA3585.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3585
 GA3585.The geoid height was determined by GEOID03.
 GA3585
 GA3585;                    North         East     Units Scale Factor Converg.
 GA3585;SPC KY1Z     - 1,068,563.026 1,680,835.584   MT  1.00003926   +1 14 46.6
 GA3585;SPC KY1Z     - 3,505,777.19  5,514,541.41   sFT  1.00003926   +1 14 46.6
 GA3585;SPC KY S     -   568,530.992   680,823.355   MT  0.99996972   +1 13 51.8
 GA3585;SPC KY S     - 1,865,255.43  2,233,667.96   sFT  0.99996972   +1 13 51.8
 GA3585;UTM  17      - 4,090,938.051   257,740.092   MT  1.00032308   -1 38 06.9
 GA3585
 GA3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3585!SPC KY1Z     -   0.99991993  x   1.00003926  =   0.99995918
 GA3585!SPC KY S     -   0.99991993  x   0.99996972  =   0.99988965
 GA3585!UTM  17      -   0.99991993  x   1.00032308  =   1.00024298
 GA3585
 GA3585|---------------------------------------------------------------------|
 GA3585| PID    Reference Object                     Distance      Geod. Az  |
 GA3585|                                                           dddmmss.s |
 GA3585| DB8822 BRICE RM 1                                         06444     |
 GA3585| DB8821 BRICE AZ MK                                        0865910.1 |
 GA3585| DB8823 BRICE RM 2                                         28743     |
 GA3585|---------------------------------------------------------------------|
 GA3585
 GA3585                          SUPERSEDED SURVEY CONTROL
 GA3585
 GA3585  NAD 83(1993)-  36 56 00.14457(N)    083 43 12.34581(W) AD(       ) 3
 GA3585  NAD 83(1986)-  36 56 00.14560(N)    083 43 12.34711(W) AD(       ) 3
 GA3585  NAD 27      -  36 55 59.82100(N)    083 43 12.64600(W) AD(       ) 3
 GA3585
 GA3585.Superseded values are not recommended for survey control.
 GA3585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3585.See file dsdata.txt to determine how the superseded data were derived.
 GA3585
 GA3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5774090938(NAD 83)
 GA3585_MARKER: DS = TRIANGULATION STATION DISK
 GA3585_SETTING: 80 = SET IN A BOULDER
 GA3585_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3585
 GA3585  HISTORY     - Date     Condition        Report By
 GA3585  HISTORY     - 1950     MONUMENTED       CGS
 GA3585  HISTORY     - 19631115 GOOD             CGS
 GA3585
 GA3585                          STATION DESCRIPTION
 GA3585
 GA3585'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3585'STATION IS LOCATED ABOUT 12 MILES NORTH OF PINEVILLE AND 10 MILES
 GA3585'NORTHEAST OF BARBOURVILLE
 GA3585'ON THE HIGHEST POINT OF A LONG RIDGE.  IT IS 36 FEET
 GA3585'NORTH OF A TRIANGLE BLAZED
 GA3585'HICKORY TREE AND 5 FEET NORTH OF A WHITE
 GA3585'WITNESS POST.  THE MARK IS A 4 X 4 FOOT
 GA3585'BOULDER WHICH PROJECTS ABOUT
 GA3585'1 FOOT AND THE DISK IS SET FLUSH IN CENTER OF BOULDER AND
 GA3585'IS STAMPED BRICE 1950.
 GA3585'
 GA3585'REFERENCE MARK NO.1 IS SET FLUSH IN TOP OF A BOULDER WHICH IS FLUSH
 GA3585'WITH THE GROUND.  THE
 GA3585'DISK IS STAMPED BRICE NO 1 1950.
 GA3585'
 GA3585'REFERENCE MARK NO.2 IS SET FLUSH IN TOP OF A BOULDER WHICH IS FLUSH
 GA3585'WITH THE GROUND.  THE
 GA3585'DISK IS STAMPED BRICE NO 2 1950.
 GA3585'
 GA3585'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE EAST OF STATION, 6 FEET WEST
 GA3585'OF CENTER OF A DIRT ROAD
 GA3585'AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE DISK IS
 GA3585'SET FLUSH IN TOP OF A 2-FOOT
 GA3585'BOULDER WHICH PROJECTS ABOUT 1-FOOT AND
 GA3585'IS STAMPED BRICE 1950.
 GA3585'
 GA3585'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA3585'HIGHWAY 223, WHICH IS ABOUT 8 MILES SOUTHEAST OF BARBOURVILLE,
 GA3585'GO NORTHEAST ON HIGHWAY 223 FOR 0.4
 GA3585'MILE TO A ROAD FORK, TURN LEFT AND
 GA3585'FOLLOW MAIN TRACK ROAD FOR 5.65
 GA3585'MILES TO A T ROAD RIGHT, TURN LEFT AND FOLLOW MAIN
 GA3585'ROAD FOR 3.65
 GA3585'MILE TO A SIDE ROAD LEFT BY THE SIDE OF A FOOT BRIDGE ACROSS A SMALL
 GA3585'CREEK, TURN LEFT
 GA3585'ACROSS CREEK, TURN RIGHT AND FOLLOW MAIN TRACK ROAD
 GA3585'FOR 0.75 MILE TO THE AZIMUTH MARK
 GA3585'IN LARGE BOULDER ON RIGHT AS
 GA3585'DESCRIBED, CONTINUE AHEAD FOR 0.15 MILE TO THE END
 GA3585'OF TRUCK TRAVEL.
 GA3585'FROM HERE PACK UP VALLEY TO THE WEST FOR ABOUT 0.5 MILE TO TOP OF
 GA3585'RIDGE, TURN RIGHT
 GA3585'ON TOP OF RIDGE FOLLOWING TRAIL FOR ABOUT 0.3 MILE
 GA3585'TO THE HIGHEST POINT AND STATION AS
 GA3585'DESCRIBED.  (THIS IS ABOUT 1
 GA3585'MILE-25 MINUTE PACK.)
 GA3585'
 GA3585'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA3585
 GA3585                          STATION RECOVERY (1963)
 GA3585
 GA3585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RM)
 GA3585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1625 ***********************************************************************
 HA1625  DESIGNATION -  BRINKLEY
 HA1625  PID         -  HA1625
 HA1625  STATE/COUNTY-  KY/HOPKINS
 HA1625  USGS QUAD   -  COILTOWN (1954)
 HA1625
 HA1625                         *CURRENT SURVEY CONTROL
 HA1625  ___________________________________________________________________
 HA1625* NAD 83(1993)-  37 20 41.57252(N)    087 40 20.76555(W)     ADJUSTED  
 HA1625* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 HA1625  ___________________________________________________________________
 HA1625  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 HA1625  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HA1625
 HA1625  HORZ ORDER  -  FIRST
 HA1625
 HA1625.The horizontal coordinates were established by classical geodetic methods
 HA1625.and adjusted by the National Geodetic Survey in December 1995..
 HA1625
 HA1625.The orthometric height was scaled from a topographic map.
 HA1625
 HA1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1625
 HA1625.The geoid height was determined by GEOID03.
 HA1625
 HA1625;                    North         East     Units Scale Factor Converg.
 HA1625;SPC KY1Z     - 1,114,019.551 1,329,677.774   MT  0.99994769   -1 10 49.1
 HA1625;SPC KY1Z     - 3,654,912.48  4,362,451.16   sFT  0.99994769   -1 10 49.1
 HA1625;SPC KY S     -   613,988.602   329,677.868   MT  0.99994542   -1 09 57.2
 HA1625;SPC KY S     - 2,014,394.27  1,081,618.14   sFT  0.99994542   -1 09 57.2
 HA1625;UTM  16      - 4,133,344.302   440,440.333   MT  0.99964370   -0 24 28.5
 HA1625
 HA1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1625!SPC KY1Z     -   0.99998054  x   0.99994769  =   0.99992823
 HA1625!SPC KY S     -   0.99998054  x   0.99994542  =   0.99992596
 HA1625!UTM  16      -   0.99998054  x   0.99964370  =   0.99962425
 HA1625
 HA1625|---------------------------------------------------------------------|
 HA1625| PID    Reference Object                     Distance      Geod. Az  |
 HA1625|                                                           dddmmss.s |
 HA1625| CG7258 BRINKLEY RM 1                        47.671 METERS 02649     |
 HA1625| HA1609 MADISONVILLE ALUMINUM TANK          APPROX.16.2 KM 0982242.5 |
 HA1625| CG7259 BRINKLEY RM 2                        30.319 METERS 27247     |
 HA1625| CG7257 BRINKLEY AZ MK                                     3541511.9 |
 HA1625| HA1698 DIXON MUNICIPAL TANK                APPROX.19.1 KM 3552044.2 |
 HA1625|---------------------------------------------------------------------|
 HA1625
 HA1625                          SUPERSEDED SURVEY CONTROL
 HA1625
 HA1625  NAD 83(1986)-  37 20 41.58182(N)    087 40 20.76886(W) AD(       ) 1
 HA1625  NAD 27      -  37 20 41.42330(N)    087 40 20.74400(W) AD(       ) 1
 HA1625
 HA1625.Superseded values are not recommended for survey control.
 HA1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1625.See file dsdata.txt to determine how the superseded data were derived.
 HA1625
 HA1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4044033344(NAD 83)
 HA1625_MARKER: DS = TRIANGULATION STATION DISK
 HA1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1625_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1625
 HA1625  HISTORY     - Date     Condition        Report By
 HA1625  HISTORY     - 1934     MONUMENTED       CGS
 HA1625  HISTORY     - 1962     GOOD             CGS
 HA1625
 HA1625                          STATION DESCRIPTION
 HA1625
 HA1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1625'IN A FORMERLY CULTIVATED FIELD, ON THE PROPERTY OF MR. D.R. BRINKLEY,
 HA1625'ABOUT 10 MILES WEST OF
 HA1625'MADISONVILLE, AND 1-1/4 MILES WEST-SOUTHWEST OF COILTOWN.
 HA1625'
 HA1625'TO REACH FROM THE MAIN CROSSROADS AT NEBO, GO SOUTH OFF U.S. HIGHWAY
 HA1625'41 ON GRAVEL ROAD FOR 2.2 MILES TO A FOUR-CORNER INTERSECTION AT
 HA1625'NORTH EDGE OF COILTOWN, TURN RIGHT AND FOLLOW 1.3 MILES TO
 HA1625'CROSSROADS, TURN LEFT AND CONTINUE 0.6 MILE TO AN OLD LOG BARN AND
 HA1625'STATION SITE ON RIGHT.  THE STATION IS LOCATED ON THE HIGHEST GROUND,
 HA1625'9 FEET NORTH OF AN EAST-WEST FENCE LINE, 90 FEET
 HA1625'NORTH-NORTHWEST OF LOG BARN, 75 FEET WEST OF CENTER LINE OF ROAD, AND
 HA1625'92 FEET WEST OF A 40-INCH WHITE OAK.  THE MARK IS SET ABOUT 8
 HA1625'INCHES BELOW THE GROUND SURFACE.
 HA1625'
 HA1625'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HA1625'BRONZE DISKS SET IN CONCRETE.
 HA1625'
 HA1625'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION ON NORTH-SOUTH
 HA1625'FENCE LINE, 29 FEET WEST OF CENTER LINE OF ROAD.
 HA1625'
 HA1625'REFERENCE MARK NO. 2 IS WEST OF STATION ALONG EAST-WEST FENCE LINE, 1
 HA1625'FOOT NORTH OF FENCE.
 HA1625'
 HA1625'AZIMUTH MARK IS ABOUT 0.5 MILE NORTH OF STATION IN THE YARD OF R.L.
 HA1625'DORRIS, THE MARK IS LOCATED ON FENCE LINE, 11 FEET WEST-SOUTHWEST
 HA1625'OF LANE LEADING TO BARN, AND 70 FEET SOUTH SOUTHWEST OF THE HOME OF
 HA1625'MR. DORRIS.
 HA1625'
 HA1625'A 90-FOOT TOWER IS NECESSARY TO CLEAR LINE TO STATION CALVERT.
 HA1625'STATION JONES CAN BE SEEN FROM THE GROUND.
 HA1625'
 HA1625'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA1625
 HA1625                          STATION RECOVERY (1962)
 HA1625
 HA1625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1625'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HA1625'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION MARK WAS
 HA1625'LOWERED AT THE REQUEST OF MR. D. R. BRINKLEY.  THE DISTANCE TO
 HA1625'REFERENCE MARK 2 WAS FOUND TO BE 0.27 FEET SHORTER THAN
 HA1625'PREVIOUSLY MEASURED.  THE DISTANCES AND DIRECTIONS TO REFERENCE MARK
 HA1625'1 AND THE AZIMUTH MARK CHECKED.  THE LOG BARN AND THE 40 INCH OAK
 HA1625'TREE AT THE STATION ARE GONE.
 HA1625'
 HA1625'A NEW DESCRIPTION FOLLOWS-
 HA1625'
 HA1625'THE STATION IS ABOUT 3 MILES SOUTHWEST OF NEBO, IN A PASTURE FIELD ON
 HA1625'THE PROPERTY OF MR. D. R. BRINKLEY.  IT IS 15 FEET NORTHEAST OF A
 HA1625'T-FENCE CORNER, 9 FEET NORTHWEST OF A WITNESS POST AND 8 FEET NORTH
 HA1625'OF A WIRE FENCE.  THE MONUMENT IS 14 INCHES UNDERGROUND AND THE DISK
 HA1625'IS STAMPED BRINKLEY 1934 1962.
 HA1625'
 HA1625'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. HIGHWAY 41
 HA1625'AND STATE HIGHWAY 502 IN NEBO, GO SOUTH ON STATE HIGHWAY 502 FOR
 HA1625'2.15 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON STATE HIGHWAY
 HA1625'1034 FOR 1.2 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 HA1625'GRAVELED ROAD FOR ABOUT 50 FEET TO A Y-FORK *.  KEEP LEFT AND GO
 HA1625'SOUTH ON THE GRAVELED ROAD FOR 0.55 MILE TO A WOODEN GATE ON
 HA1625'THE RIGHT AND THE STATION ABOUT 65 FEET WEST OF THE GATE.
 HA1625'
 HA1625'* TO REACH THE AZIMUTH MARK FROM THIS POINT, KEEP RIGHT AND GO
 HA1625'SOUTHWEST ON A NARROW GRAVELED ROAD FOR 0.15 MILE TO A 48 INCH LONE
 HA1625'OAK TREE ON THE LEFT AND THE AZIMUTH MARK SOUTH OF THE TREE.
 HA1625'
 HA1625'REFERENCE MARK 1 IS 35 FEET SOUTH OF A POWER POLE, 18 FEET WEST OF
 HA1625'THE CENTERLINE OF A GRAVELED ROAD AND 2 FEET WEST OF A WIRE
 HA1625'FENCE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 HA1625'BRINKLEY NO 1 1934.
 HA1625'
 HA1625'REFERENCE MARK 2 IS 105 FEET WEST OF THE WITNESS POST, 21 FEET WEST
 HA1625'OF A T-FENCE CORNER AND 1 FOOT NORTH OF THE WIRE FENCE.  THE
 HA1625'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BRINKLEY NO 2
 HA1625'1934.
 HA1625'
 HA1625'THE AZIMUTH MARK IS 135 FEET SOUTH OF A 48 INCH OAK TREE, 16 FEET
 HA1625'SOUTH OF A POWER POLE, 3 FEET SOUTHWEST OF A WITNESS POST AND 2
 HA1625'FEET WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 HA1625'DISK IS A STANDARD REFERENCE MARK DISK STAMPED BRINKLEY AZI 1934.
 HA1625'
 HA1625'NOTE- THE SURFACE STATION MARK WAS LOWERED 0.86 OF A FOOT.
 HA1625'
 HA1625'NO PICTURE POINT AVAILABLE.
 HA1625'
 HA1625'NO MEASUREMENT BETWEEN RMS HILL ON LINE.
 HA1625'
 HA1625'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1389 ***********************************************************************
 HA1389  DESIGNATION -  BRISTOW
 HA1389  PID         -  HA1389
 HA1389  STATE/COUNTY-  KY/WARREN
 HA1389  USGS QUAD   -  BRISTOW (1979)
 HA1389
 HA1389                         *CURRENT SURVEY CONTROL
 HA1389  ___________________________________________________________________
 HA1389* NAD 83(1993)-  37 02 18.57225(N)    086 20 00.52626(W)     ADJUSTED  
 HA1389* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 HA1389  ___________________________________________________________________
 HA1389  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 HA1389  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HA1389
 HA1389  HORZ ORDER  -  THIRD
 HA1389
 HA1389.The horizontal coordinates were established by classical geodetic methods
 HA1389.and adjusted by the National Geodetic Survey in December 1995..
 HA1389
 HA1389.The orthometric height was scaled from a topographic map.
 HA1389
 HA1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1389
 HA1389.The geoid height was determined by GEOID03.
 HA1389
 HA1389;                    North         East     Units Scale Factor Converg.
 HA1389;SPC KY1Z     - 1,078,424.798 1,448,089.470   MT  1.00001103   -0 21 29.6
 HA1389;SPC KY1Z     - 3,538,132.02  4,750,940.20   sFT  1.00001103   -0 21 29.6
 HA1389;SPC KY S     -   578,414.217   448,092.182   MT  0.99995864   -0 21 13.9
 HA1389;SPC KY S     - 1,897,680.64  1,470,115.77   sFT  0.99995864   -0 21 13.9
 HA1389;UTM  16      - 4,099,350.138   559,274.834   MT  0.99964328   +0 24 05.4
 HA1389
 HA1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1389!SPC KY1Z     -   0.99997861  x   1.00001103  =   0.99998964
 HA1389!SPC KY S     -   0.99997861  x   0.99995864  =   0.99993725
 HA1389!UTM  16      -   0.99997861  x   0.99964328  =   0.99962189
 HA1389
 HA1389|---------------------------------------------------------------------|
 HA1389| PID    Reference Object                     Distance      Geod. Az  |
 HA1389|                                                           dddmmss.s |
 HA1389| HA1390 BRISTOW 2                            25.249 METERS 06310     |
 HA1389| CG7265 BRISTOW RM 1                         23.607 METERS 22845     |
 HA1389| GC2126 BOWLING GREEN STA WLBJ S MAST       APPROX. 7.9 KM 2325608.4 |
 HA1389| GC2124 BOWLING GREEN STA WLBJ M MAST       APPROX. 7.8 KM 2332227.1 |
 HA1389| GC2125 BOWLING GREEN STA WLBJ N MAST       APPROX. 7.7 KM 2334921.4 |
 HA1389| GC2123 BOWLING GREEN PRESB CH SPIRE        APPROX.11.0 KM 2415733.9 |
 HA1389| GC2130 BOWLING GREEN WARREN CO CTHSE       APPROX.11.0 KM 2422142.8 |
 HA1389| CG7264 BRISTOW AZ MK                                      2430959.9 |
 HA1389| HA1393 OLIVE                               APPROX. 4.0 KM 3023329.5 |
 HA1389| CG7266 BRISTOW RM 2                         27.761 METERS 31707     |
 HA1389|---------------------------------------------------------------------|
 HA1389
 HA1389                          SUPERSEDED SURVEY CONTROL
 HA1389
 HA1389  NAD 83(1986)-  37 02 18.58100(N)    086 20 00.53221(W) AD(       ) 3
 HA1389  NAD 27      -  37 02 18.43200(N)    086 20 00.59200(W) AD(       ) 3
 HA1389
 HA1389.Superseded values are not recommended for survey control.
 HA1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1389.See file dsdata.txt to determine how the superseded data were derived.
 HA1389
 HA1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5927599350(NAD 83)
 HA1389_MARKER: DS = TRIANGULATION STATION DISK
 HA1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1389
 HA1389  HISTORY     - Date     Condition        Report By
 HA1389  HISTORY     - 1952     MONUMENTED       CGS
 HA1389  HISTORY     - 1953     SEE DESCRIPTION  CGS
 HA1389
 HA1389                          STATION DESCRIPTION
 HA1389
 HA1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1389'STATION IS LOCATED ABOUT 5.5 MILES NORTHEAST OF BOWLING GREEN IN THE
 HA1389'SOUTHEAST END OF A TRIANGLE FORMED BY THE JUNCTION OF U.S. HIGHWAY
 HA1389'31W AND 68. IT IS 152 FEET SOUTHEAST OF THE HIGHWAY INTERSECTION, 47
 HA1389'FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 68 AND 37 FEET
 HA1389'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 68. THE MARK IS FLUSH AND THE
 HA1389'DISK STAMPED BRISTOW 1952.
 HA1389'
 HA1389'REFERENCE MARK NO. 1 IS 34 FEET SOUTHWEST OF THE CENTER OF U.S.
 HA1389'HIGHWAY 68, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH
 HA1389'OF FENCE LINE. THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED
 HA1389'BRISTOW NO 1 1952.
 HA1389'
 HA1389'REFERENCE MARK NO. 2 IS 4 FEET NORTHEAST OF A TELEPHONE POLE, SET IN
 HA1389'THE APPROXIMATE CENTER OF THE TRIANGLE. THE MARK IS FLUSH AND THE
 HA1389'DISK STAMPED BRISTOW NO 2 1952.
 HA1389'
 HA1389'THE AZIMUTH MARK IS 21 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 31W,
 HA1389'2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A BOARD
 HA1389'FENCE LINE. THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED BRISTOW
 HA1389'1952.
 HA1389'
 HA1389'TO REACH THE STATION FROM THE CENTER OF THE CONCRETE BRIDGE OVER THE
 HA1389'BARREN RIVER IN THE NORTH EDGE OF BOWLING GREEN, GO NORTHEAST ON
 HA1389'U.S. HIGHWAY 31 W FOR 5.5 MILES TO THE AZIMUTH MARK ON THE NORTH SIDE
 HA1389'AS DESCRIBED, CONTINUE NORTHEAST ON HIGHWAY 31 W FOR 0.4 MILE TO
 HA1389'JUNCTION WITH U.S. HIGHWAY 68, TURN LEFT FOR ABOUT 0.05 MILE TO THE
 HA1389'STATION ON THE LEFT IN SOUTHEAST END OF TRIANGLE AS DESCRIBED.
 HA1389'
 HA1389'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA1389
 HA1389                          STATION RECOVERY (1953)
 HA1389
 HA1389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EAD)
 HA1389'THE STATION WAS VISITED AND ALL MARKS WERE FOUND AS DESCRIBED AND IN
 HA1389'GOOD CONDITION.
 HA1389'
 HA1389'THE STATION, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE MOVED AT THE
 HA1389'REQUEST OF MR. C.E. DAVIS, RESIDENT ENGINEER OF THE STATE
 HA1389'HIGHWAY DEPARTMENT, BECAUSE OF ROAD CONSTRUCTION IN THE VICINITY.
 HA1389'REFERENCE MARK NO. 1 WAS LEFT INTACT AND USED AS A REFERENCE MARK
 HA1389'FOR BRISTOW 2 1953, A NEW STATION ESTABLISHED. BRISTOW 2 1953 WAS
 HA1389'ESTABLISHED 82.840 FEET EAST-NORTHEAST OF THE STATION ON LINE
 HA1389'WITH THE AZIMUTH MARK. THE DISKS FOR THE SURFACE STATION, AZIMUTH AND
 HA1389'REFERENCE MARK NO. 2 WERE RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1390 ***********************************************************************
 HA1390  DESIGNATION -  BRISTOW 2
 HA1390  PID         -  HA1390
 HA1390  STATE/COUNTY-  KY/WARREN
 HA1390  USGS QUAD   -  BRISTOW (1979)
 HA1390
 HA1390                         *CURRENT SURVEY CONTROL
 HA1390  ___________________________________________________________________
 HA1390* NAD 83(1993)-  37 02 18.94199(N)    086 19 59.61459(W)     ADJUSTED  
 HA1390* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 HA1390  ___________________________________________________________________
 HA1390  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 HA1390  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HA1390
 HA1390  HORZ ORDER  -  THIRD
 HA1390
 HA1390.The horizontal coordinates were established by classical geodetic methods
 HA1390.and adjusted by the National Geodetic Survey in December 1995..
 HA1390.No horizontal observational check was made to the station.
 HA1390
 HA1390.The orthometric height was scaled from a topographic map.
 HA1390
 HA1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1390
 HA1390.The geoid height was determined by GEOID03.
 HA1390
 HA1390;                    North         East     Units Scale Factor Converg.
 HA1390;SPC KY1Z     - 1,078,436.055 1,448,112.072   MT  1.00001101   -0 21 29.1
 HA1390;SPC KY1Z     - 3,538,168.96  4,751,014.36   sFT  1.00001101   -0 21 29.1
 HA1390;SPC KY S     -   578,425.475   448,114.781   MT  0.99995863   -0 21 13.3
 HA1390;SPC KY S     - 1,897,717.58  1,470,189.91   sFT  0.99995863   -0 21 13.3
 HA1390;UTM  16      - 4,099,361.690   559,297.275   MT  0.99964331   +0 24 05.9
 HA1390
 HA1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1390!SPC KY1Z     -   0.99997876  x   1.00001101  =   0.99998977
 HA1390!SPC KY S     -   0.99997876  x   0.99995863  =   0.99993739
 HA1390!UTM  16      -   0.99997876  x   0.99964331  =   0.99962208
 HA1390
 HA1390|---------------------------------------------------------------------|
 HA1390| PID    Reference Object                     Distance      Geod. Az  |
 HA1390|                                                           dddmmss.s |
 HA1390| CG7269 BRISTOW 2 RM 4                       29.478 METERS 00812     |
 HA1390| CG7268 BRISTOW 2 RM 3                       34.805 METERS 11122     |
 HA1390| CG7265 BRISTOW RM 1                         48.439 METERS 23612     |
 HA1390| CG7267 BRISTOW 2 AZ MK                                    2380709.0 |
 HA1390| CG7264 BRISTOW AZ MK                                      2430956.9 |
 HA1390| HA1389 BRISTOW                              25.249 METERS 24310     |
 HA1390|---------------------------------------------------------------------|
 HA1390
 HA1390                          SUPERSEDED SURVEY CONTROL
 HA1390
 HA1390  NAD 83(1986)-  37 02 18.95073(N)    086 19 59.62054(W) AD(       ) 3
 HA1390  NAD 27      -  37 02 18.80200(N)    086 19 59.68000(W) AD(       ) 3
 HA1390
 HA1390.Superseded values are not recommended for survey control.
 HA1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1390.See file dsdata.txt to determine how the superseded data were derived.
 HA1390
 HA1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5929799362(NAD 83)
 HA1390_MARKER: DS = TRIANGULATION STATION DISK
 HA1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1390+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 HA1390
 HA1390  HISTORY     - Date     Condition        Report By
 HA1390  HISTORY     - 1953     MONUMENTED       CGS
 HA1390  HISTORY     - 1978     GOOD             NGS
 HA1390  HISTORY     - 20050415 GOOD             KYTC
 HA1390
 HA1390                          STATION DESCRIPTION
 HA1390
 HA1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EAD)
 HA1390'THE STATION IS LOCATED 5.9 MILES NORTHEAST OF BOWLING GREEN, AT THE
 HA1390'INTERSECTION OF U.S. HIGHWAYS 31-W AND 68, IN THE SOUTHWEST EDGE
 HA1390'OF THE LAWN IN FRONT OF THE MC BROOM MOTEL. IT IS 77.4 FEET SOUTHWEST
 HA1390'OF THE SOUTHWEST CORNER OF THE OFFICE, 32.5 FEET SOUTHEAST OF
 HA1390'THE CENTERLINE OF THE EAST WING OF U.S. HIGHWAY 68, 68 FEET NORTH OF
 HA1390'THE NORTH END OF A CONCRETE CULVERT AND 117 FEET NORTHWEST OF THE
 HA1390'SOUTHWEST CORNER OF THE SOUTH WING OF THE MOTEL. IT IS A STANDARD
 HA1390'DISK, STAMPED BRISTOW 2 1953, AND IS 4 INCHES BELOW THE SURFACE OF
 HA1390'THE GROUND.
 HA1390'
 HA1390'REFERENCE MARK NO. 1 IS 158.920 FEET SOUTHWEST OF THE STATION, 34
 HA1390'FEET SOUTHWEST OF THE WEST WING OF U.S. HIGHWAY 68, 2 FEET
 HA1390'NORTHWEST OF A WITNESS POST AND 1 FOOT NORTHEAST OF A FENCE LINE.
 HA1390'THIS IS R.M. NO. 1 FOR BRISTOW 1952 AND THE ARROW DOES NOT POINT
 HA1390'DIRECTLY AT THE STATION. IT IS A STANDARD DISK, STAMPED BRISTOW NO 1
 HA1390'1952 AND PROJECTS 3 INCHES.
 HA1390'
 HA1390'REFERENCE MARK NO. 3 IS 114.180 FEET EAST-SOUTHEAST OF THE STATION.
 HA1390'IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE CONCRETE
 HA1390'SIDEWALK AT THE SOUTHWEST CORNER OF SOUTH WING OF THE MOTEL. IT IS A
 HA1390'STANDARD DISK, STAMPED BRISTOW 2 NO 3 1953 AND IS FLUSH WITH THE
 HA1390'SIDEWALK.
 HA1390'
 HA1390'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, ABOUT 300 FEET SOUTH OF
 HA1390'THE FLOYD STORE AND SERVICE STATION AND ABOUT 250 FEET NORTH OF
 HA1390'A LARGE WHITE FRAME HOUSE AND 27 FEET SOUTHEAST OF THE THIRD TREE
 HA1390'NORTH OF THE HOUSE AND EAST OF THE ROAD LEADING TO THE HOUSE. IT IS
 HA1390'A STANDARD DISK, STAMPED BRISTOW 2 1953, AND PROJECTS 6 INCHES.
 HA1390'
 HA1390'TO REACH THE STATION FROM THE CENTER OF THE CONCRETE BRIDGE OF THE
 HA1390'BARREN RIVER, AT THE NORTHEAST EDGE OF BOWLING GREEN GO NORTHEAST ON
 HA1390'U.S. HIGHWAYS 31-W AND 68 FOR 5.5 MILES TO THE AZIMUTH MARK ON THE
 HA1390'RIGHT. CONTINUE 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAYS 31-W
 HA1390'AND 68 AND THE STATION AS DESCRIBED.
 HA1390
 HA1390                          STATION RECOVERY (1978)
 HA1390
 HA1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HA1390'THE STATION MARK, REFERENCE MARK 1 AND 3 WERE FOUND IN GOOD
 HA1390'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THERE
 HA1390'HAS BEEN SOME CHANGES AT THE SITE AND THE EXISTING TIES WERE NOT
 HA1390'VERY GOOD.  THE DISTANCES TO THE REFERENCE MARK CHECKED AS DID THE
 HA1390'DIRECTION BETWEEN THEM.  THE SIDEWALK IN WHICH REFERENCE MARK 3
 HA1390'IS SET IS BREAKING UP AND WILL HAVE TO BE REPLACED OR TORN OUT IN
 HA1390'THE FUTURE.  REFERENCE MARK 4 WAS SET.  A NEW DESCRIPTION
 HA1390'FOLLOWS--
 HA1390'
 HA1390'THE STATION IS LOCATED IN THE LAWM OF THE MCBROOM MOTEL AT THE
 HA1390'JUNCTION OF U.S. HIGHWAYS 31 W AND 68 AND STATE HIGHWAY 80, 80 FEET
 HA1390'NORTH OF THE CENTERLINE OF HIGHWAY 68 AND 80, 102 FEET SOUTHEAST OF
 HA1390'THE CENTERLINE OF THE NORTH BOUND LANE OF HIGHWAY 31 W, 77 FEET
 HA1390'SOUTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE OF THE MOTEL, 68
 HA1390'FEET NORTH OF THE NORTH END OF A CONCRETE HEADWALL AND 117 FEET
 HA1390'NORTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH WING OF THE
 HA1390'MOTEL.  THE MONUMENT IS 4 INCHES UNDERGROUND AND THE DISK IS
 HA1390'STAMPED BRISTOW 2 1953.
 HA1390'
 HA1390'REFERENCE MARK 1 IS 79 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY
 HA1390'68 AND 80, 2 FEET SOUTHEAST OF A 12 INCH ASH TREE, 6 FEET WEST OF
 HA1390'A 14 INCH ASH TREE AND 111 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HA1390'NORTH BOUND LANE OF HIGHWAY 31 W.  THE MONUMENT IS FLUSH AND THE
 HA1390'DISK IS STAMPED BRISTOW NO 1 1952 AND THE ARROW IS NOT POINTED
 HA1390'DIRECTLY AT THE STATION.
 HA1390'
 HA1390'REFERENCE MARK 3 IS AS DESCRIBED IN THE PREVIOUS DESCRIPTION.
 HA1390'
 HA1390'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BRISTOW 2 1953 NO 4 1978,
 HA1390'SET IN A DRILL HOLE IN THE TOP AND SOUTHEAST END OF A CONCRETE
 HA1390'HEADWALL, 41 FEET WEST OF THE SOUTHWEST CORNER OF THE MOTEL OFFICE
 HA1390'AND 28 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 HA1390'HIGHWAY 31 W.
 HA1390'
 HA1390'NOTE--THE DISTANCES IN THE BOX SCORE OF THE 1953 DESCRIPTION WERE
 HA1390'FOUND TO BE IN ERROR BUT RIGHT IN THE BODY OF THE DESCRIPTION.
 HA1390'
 HA1390'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 HA1390'NORTHEAST OF BOWLING GREEN.
 HA1390'
 HA1390'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HA1390
 HA1390                          STATION RECOVERY (2005)
 HA1390
 HA1390'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 HA1390'MARK IS 127.8 FEET SOUTHEAST OF CENTER LINE US 31W, 86 FEET NORTHEAST
 HA1390'OF US 68/80, 2 FEET WEST OF A CARSONITE WITNESS POST AND BURIED 0.5
 HA1390'FOOT. RM'S 1 AND 4 RECOVERED IN GOOD CONDITION THIS DATE, RM 3 WAS
 HA1390'SEARCHED FOR BUT NOT FOUND AND DETERMINED TO HAVE BEEN DESTROYED WHEN
 HA1390'OLD MOTEL WAS TORN DOWN AND LOCATION GRADED YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2784 ***********************************************************************
 GZ2784  DESIGNATION -  BRITTS KNOB
 GZ2784  PID         -  GZ2784
 GZ2784  STATE/COUNTY-  KY/BULLITT
 GZ2784  USGS QUAD   -  SHEPHERDSVILLE (1991)
 GZ2784
 GZ2784                         *CURRENT SURVEY CONTROL
 GZ2784  ___________________________________________________________________
 GZ2784* NAD 83(1993)-  37 54 02.07378(N)    085 40 21.45504(W)     ADJUSTED  
 GZ2784* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 GZ2784  ___________________________________________________________________
 GZ2784  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 GZ2784  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 GZ2784
 GZ2784  HORZ ORDER  -  SECOND
 GZ2784
 GZ2784.The horizontal coordinates were established by classical geodetic methods
 GZ2784.and adjusted by the National Geodetic Survey in December 1995..
 GZ2784
 GZ2784.The orthometric height was scaled from a topographic map.
 GZ2784
 GZ2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2784
 GZ2784.The geoid height was determined by GEOID03.
 GZ2784
 GZ2784;                    North         East     Units Scale Factor Converg.
 GZ2784;SPC KY1Z     - 1,173,939.165 1,506,804.432   MT  0.99990503   +0 02 51.0
 GZ2784;SPC KY1Z     - 3,851,498.74  4,943,574.21   sFT  0.99990503   +0 02 51.0
 GZ2784;SPC KY N     -    45,428.898   374,882.354   MT  1.00001066   -0 53 05.9
 GZ2784;SPC KY N     -   149,044.64  1,229,926.52   sFT  1.00001066   -0 53 05.9
 GZ2784;UTM  16      - 4,195,614.300   616,699.606   MT  0.99976774   +0 48 55.8
 GZ2784
 GZ2784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2784!SPC KY1Z     -   0.99995816  x   0.99990503  =   0.99986320
 GZ2784!SPC KY N     -   0.99995816  x   1.00001066  =   0.99996882
 GZ2784!UTM  16      -   0.99995816  x   0.99976774  =   0.99972591
 GZ2784
 GZ2784:                Primary Azimuth Mark                     Grid Az
 GZ2784:SPC KY1Z     -  DOBBINS RESET                            146 04 58.0
 GZ2784:SPC KY N     -  DOBBINS RESET                            147 00 54.9
 GZ2784:UTM  16      -  DOBBINS RESET                            145 18 53.2
 GZ2784
 GZ2784|---------------------------------------------------------------------|
 GZ2784| PID    Reference Object                     Distance      Geod. Az  |
 GZ2784|                                                           dddmmss.s |
 GZ2784| GZ2785 DOBBINS RESET                       APPROX. 2.8 KM 1460749.0 |
 GZ2784|---------------------------------------------------------------------|
 GZ2784
 GZ2784                          SUPERSEDED SURVEY CONTROL
 GZ2784
 GZ2784  NAD 83(1986)-  37 54 02.08036(N)    085 40 21.46375(W) AD(       ) 2
 GZ2784  NAD 27      -  37 54 01.84900(N)    085 40 21.61100(W) AD(       ) 2
 GZ2784
 GZ2784.Superseded values are not recommended for survey control.
 GZ2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2784.See file dsdata.txt to determine how the superseded data were derived.
 GZ2784
 GZ2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG1670095614(NAD 83)
 GZ2784_MARKER: Z = SEE DESCRIPTION
 GZ2784_SETTING: 0 = UNSPECIFIED SETTING
 GZ2784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2784
 GZ2784  HISTORY     - Date     Condition        Report By
 GZ2784  HISTORY     - 1883     MONUMENTED       CGS
 GZ2784
 GZ2784                          STATION DESCRIPTION
 GZ2784
 GZ2784'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (JFP)
 GZ2784'ABOUT 3 MILES SOUTHEAST OF BARDSTOWN JUNCTION, ON THE HIGHEST POINT
 GZ2784'OF A KNOB ABOUT THREE-FOURTHS MILE SOUTH OF THOMAS BRITTS HOUSE.
 GZ2784'THE STATION IS ON LAND BELONGING TO THE TILDEN BROTHERS, WHO LIVE AT
 GZ2784'BELMONT FURNACE, AND IS MARKED BY A PILE OF STONE AROUND THE BASE
 GZ2784'OF THE SIGNAL POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2967 ***********************************************************************
 GZ2967  DESIGNATION -  BRODHEAD
 GZ2967  PID         -  GZ2967
 GZ2967  STATE/COUNTY-  KY/ROCKCASTLE
 GZ2967  USGS QUAD   -  BRODHEAD (1953)
 GZ2967
 GZ2967                         *CURRENT SURVEY CONTROL
 GZ2967  ___________________________________________________________________
 GZ2967* NAD 83(1993)-  37 25 54.42975(N)    084 24 42.72833(W)     ADJUSTED  
 GZ2967* NAVD 88     -       382.     (meters)    1253.     (feet)  SCALED    
 GZ2967  ___________________________________________________________________
 GZ2967  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 GZ2967  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GZ2967
 GZ2967  HORZ ORDER  -  THIRD
 GZ2967
 GZ2967.The horizontal coordinates were established by classical geodetic methods
 GZ2967.and adjusted by the National Geodetic Survey in December 1995..
 GZ2967
 GZ2967.The orthometric height was scaled from a topographic map.
 GZ2967
 GZ2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2967
 GZ2967.The geoid height was determined by GEOID03.
 GZ2967
 GZ2967;                    North         East     Units Scale Factor Converg.
 GZ2967;SPC KY1Z     - 1,122,758.741 1,618,420.612   MT  0.99993487   +0 49 17.6
 GZ2967;SPC KY1Z     - 3,683,584.30  5,309,768.29   sFT  0.99993487   +0 49 17.6
 GZ2967;SPC KY S     -   622,738.909   618,422.130   MT  0.99994685   +0 48 41.5
 GZ2967;SPC KY S     - 2,043,102.57  2,028,939.94   sFT  0.99994685   +0 48 41.5
 GZ2967;UTM  16      - 4,145,918.383   728,993.559   MT  1.00024597   +1 34 25.7
 GZ2967
 GZ2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2967!SPC KY1Z     -   0.99994495  x   0.99993487  =   0.99987983
 GZ2967!SPC KY S     -   0.99994495  x   0.99994685  =   0.99989180
 GZ2967!UTM  16      -   0.99994495  x   1.00024597  =   1.00019091
 GZ2967
 GZ2967|---------------------------------------------------------------------|
 GZ2967| PID    Reference Object                     Distance      Geod. Az  |
 GZ2967|                                                           dddmmss.s |
 GZ2967| DB8830 BRODHEAD RM 2                        31.007 METERS 00306     |
 GZ2967| DB8828 BRODHEAD AZ MK                                     0201004.0 |
 GZ2967| DB8829 BRODHEAD RM 1                        25.229 METERS 14343     |
 GZ2967|---------------------------------------------------------------------|
 GZ2967
 GZ2967                          SUPERSEDED SURVEY CONTROL
 GZ2967
 GZ2967  NAD 83(1986)-  37 25 54.43649(N)    084 24 42.73373(W) AD(       ) 3
 GZ2967  NAD 27      -  37 25 54.14000(N)    084 24 42.94400(W) AD(       ) 3
 GZ2967
 GZ2967.Superseded values are not recommended for survey control.
 GZ2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2967.See file dsdata.txt to determine how the superseded data were derived.
 GZ2967
 GZ2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2899445918(NAD 83)
 GZ2967_MARKER: DS = TRIANGULATION STATION DISK
 GZ2967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2967
 GZ2967  HISTORY     - Date     Condition        Report By
 GZ2967  HISTORY     - 1951     MONUMENTED       CGS
 GZ2967
 GZ2967                          STATION DESCRIPTION
 GZ2967
 GZ2967'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2967'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF MT. VERNON AND ABOUT 2
 GZ2967'MILES NORTH OF BRODHEAD. IT IS ABOUT 150 FEET NORTHEAST OF THE
 GZ2967'NORTHEAST CORNER OF A BARN, 125 FEET SOUTHWEST OF THE SOUTHWEST
 GZ2967'CORNER OF A FRAME HOUSE, 7 FEET SOUTH OF A WHITE WITNESS POST AND 1
 GZ2967'FOOT WEST OF A FENCELINE. THE MARK PROJECTS 4 INCHES AND THE DISK IS
 GZ2967'STAMPED BRODHEAD 1951.
 GZ2967'
 GZ2967'REFERENCE MARK NO. 1 IS 100 FEET WEST OF THE SOUTHWEST CORNER OF A
 GZ2967'FRAME HOUSE AND 1 FOOT WEST OF A FENCELINE.  THE MARK IS A CAST
 GZ2967'IRON PIPE 4 INCHES IN DIAMETER FILLED WITH CONCRETE AND PROJECTS 3
 GZ2967'INCHES WITH A STANDARD TRIANGULATION BRONZE REFERENCE MARK DISK
 GZ2967'ATOP STAMPED BRODHEAD NO 1 1951.
 GZ2967'
 GZ2967'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF A FENCELINE.  THE MARK IS A
 GZ2967'CAST IRON PIPE 4 INCHES IN DIAMETER FILLED WITH CONCRETE AND
 GZ2967'PROJECTS 2 INCHES WITH A STANDARD TRIANGULATION BRONZE REFERENCE MARK
 GZ2967'DISK ATOP STAMPED BRODHEAD NO 2 1951.
 GZ2967'
 GZ2967'AZIMUTH MARK IS 20 FEET WEST OF THE CENTER OF A DIRT ROAD, 4 FEET
 GZ2967'SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.
 GZ2967'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BRODHEAD 1951.
 GZ2967'
 GZ2967'TO REACH THE STATION FROM THE L. AND N. RAILROAD DEPOT IN BRODHEAD,
 GZ2967'GO NORTHWEST ON U.S. HIGHWAY NO. 150 FOR 0.4 MILE TO A DIRT SIDE
 GZ2967'ROAD RIGHT, TURN RIGHT AND GO 2.15 MILES TO A HOUSE ON THE LEFT AND
 GZ2967'THE STATION AS DESCRIBED, CONTINUE FOR 0.2 MILE TO THE AZIMUTH
 GZ2967'MARK ON THE LEFT.
 GZ2967'
 GZ2967'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2534 ***********************************************************************
 HZ2534  DESIGNATION -  BROMLEY
 HZ2534  PID         -  HZ2534
 HZ2534  STATE/COUNTY-  KY/OWEN
 HZ2534  USGS QUAD   -  NEW LIBERTY (1987)
 HZ2534
 HZ2534                         *CURRENT SURVEY CONTROL
 HZ2534  ___________________________________________________________________
 HZ2534* NAD 83(1993)-  38 37 12.38174(N)    084 52 47.70157(W)     ADJUSTED  
 HZ2534* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 HZ2534  ___________________________________________________________________
 HZ2534  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 HZ2534  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ2534
 HZ2534  HORZ ORDER  -  SECOND
 HZ2534
 HZ2534.The horizontal coordinates were established by classical geodetic methods
 HZ2534.and adjusted by the National Geodetic Survey in April 1998..
 HZ2534
 HZ2534.The orthometric height was scaled from a topographic map.
 HZ2534
 HZ2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2534
 HZ2534.The geoid height was determined by GEOID03.
 HZ2534
 HZ2534;                    North         East     Units Scale Factor Converg.
 HZ2534;SPC KY1Z     - 1,254,153.142 1,575,771.610   MT  0.99998911   +0 32 03.1
 HZ2534;SPC KY1Z     - 4,114,667.43  5,169,844.02   sFT  0.99998911   +0 32 03.1
 HZ2534;SPC KY N     -   124,517.056   445,144.271   MT  0.99996563   -0 23 30.7
 HZ2534;SPC KY N     -   408,519.71  1,460,444.16   sFT  0.99996563   -0 23 30.7
 HZ2534;UTM  16      - 4,276,752.588   684,568.728   MT  1.00001952   +1 19 25.1
 HZ2534
 HZ2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2534!SPC KY1Z     -   0.99996202  x   0.99998911  =   0.99995113
 HZ2534!SPC KY N     -   0.99996202  x   0.99996563  =   0.99992765
 HZ2534!UTM  16      -   0.99996202  x   1.00001952  =   0.99998154
 HZ2534
 HZ2534|---------------------------------------------------------------------|
 HZ2534| PID    Reference Object                     Distance      Geod. Az  |
 HZ2534|                                                           dddmmss.s |
 HZ2534| HZ2536 BROMLEY HUB 1949                    304.685 METERS 02517     |
 HZ2534| HZ2535 123                                 107.129 METERS 04633     |
 HZ2534| DB8831 BROMLEY AZ MK                                      0595634.6 |
 HZ2534| DB8833 BROMLEY RM 2                         15.853 METERS 11127     |
 HZ2534| DB8832 BROMLEY RM 1                         21.662 METERS 35717     |
 HZ2534|---------------------------------------------------------------------|
 HZ2534
 HZ2534                          SUPERSEDED SURVEY CONTROL
 HZ2534
 HZ2534  NAD 83(1993)-  38 37 12.38216(N)    084 52 47.70189(W) AD(       ) 2
 HZ2534  NAD 83(1986)-  38 37 12.38445(N)    084 52 47.71089(W) AD(       ) 2
 HZ2534  NAD 27      -  38 37 12.14900(N)    084 52 47.89700(W) AD(       ) 2
 HZ2534
 HZ2534.Superseded values are not recommended for survey control.
 HZ2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2534.See file dsdata.txt to determine how the superseded data were derived.
 HZ2534
 HZ2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8456976753(NAD 83)
 HZ2534_MARKER: DS = TRIANGULATION STATION DISK
 HZ2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2534
 HZ2534  HISTORY     - Date     Condition        Report By
 HZ2534  HISTORY     - 1949     MONUMENTED       CGS
 HZ2534  HISTORY     - 1964     GOOD             CGS
 HZ2534
 HZ2534                          STATION DESCRIPTION
 HZ2534
 HZ2534'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2534'STATION IS LOCATED ABOUT 11 MILES SOUTH OF WARSAW AND 7 MILES
 HZ2534'NORTHWEST OF OWENTON JUST SOUTH OF THE RIGHT OF WAY OF US HIGHWAY
 HZ2534'227. IT IS 56 FEET WEST OF A WHITE WITNESS POST AND 43 FEET SOUTH OF
 HZ2534'CENTER OF HIGHWAY.  THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF
 HZ2534'THE GROUND AND THE DISKS IS STAMPED BROMLEY 1949.
 HZ2534'
 HZ2534'REFERENCE MARK NO.1 IS 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 HZ2534'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BROMLEY NO 1 1949.
 HZ2534'
 HZ2534'REFERENCE MARK NO.2 IS 55 FEET SOUTH OF CENTER OF HIGHWAY, 18 FEET
 HZ2534'NORTH OF A POWER POLE, 1 FOOT WEST OF A FENCE AND 1 FOOT NORTH OF A
 HZ2534'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 HZ2534'IS STAMPED BROMLEY NO 2 1949.
 HZ2534'
 HZ2534'123 (USGS) BM IS 22 FEET SOUTH OF CENTER OF HIGHWAY 227, 18 FEET WEST
 HZ2534'OF THE NORTHWEST CORNER OF A SMALL BARN AND 2 FEET NORTH OF A FENCE
 HZ2534'LINE.  THE MARK IS A 6X6 INCHES CONCRETE POST WHICH PROJECTS ABOUT
 HZ2534'4 INCHES AND THE DISK IS A STANDARD USGS BM DISK STAMPED 123 JWM
 HZ2534'1949 901 (FEET ABOVE SEA LEVEL).
 HZ2534'
 HZ2534'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTHEAST OF STATION, 142 FEET
 HZ2534'NORTH OF A GATE, 40 FEET SOUTH OF THE HIGHEST POINT OF A SMALL
 HZ2534'KNOLL, 13 FEET EAST OF CENTER OF A DIRT ROAD AND 2 FEET SOUTH OF A
 HZ2534'WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 HZ2534'IS STAMPED BROMLEY 1949.
 HZ2534'
 HZ2534'TO REACH STATION FROM THE OWEN COUNTY COURTHOUSE IN OWENTON, GO NORTH
 HZ2534'AND WEST ON U.S. HIGHWAY 227 FOR 8.65 MILES TO STATION ON LEFT OR
 HZ2534'SOUTH OF HIGHWAY DESCRIBED.
 HZ2534'
 HZ2534'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST AND SOUTH ON HIGHWAY
 HZ2534'FOR 0.45 MILE TO A PRIVATE ROAD LEFT, TURN LEFT ON PRIVATE ROAD AND
 HZ2534'GO NORTH FOR 0.3 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 HZ2534'
 HZ2534'BROMLEY WAS ESTABLISHED TO REPLACE BROMLEY HUB.
 HZ2534'
 HZ2534'BROMLEY HUB WAS OCCUPIED AND ALL OBSERVATIONS MADE, THEN
 HZ2534'ALL MARKS WERE REMOVED AT THE REQUEST OF THE PROPERTY OWNER.
 HZ2534'
 HZ2534'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HZ2534
 HZ2534                          STATION RECOVERY (1964)
 HZ2534
 HZ2534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ2534'THE STATION, AZIMUTH MARK, REFERENCE MARK NO. 1 AND 123 (USGS) BM
 HZ2534'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS SEARCHED
 HZ2534'FOR BUT NOT FOUND.
 HZ2534'
 HZ2534'THE ORIGINAL DESCRIPTION IS INADEQUATE FOR PRESENT DAY RECOVERY.  A
 HZ2534'COMPLETE NEW DESCRIPTION FOLLOWS--
 HZ2534'
 HZ2534'THE STATION IS LOCATED ABOUT 11 MILES SOUTH OF WARSAW, 7 MILES NW
 HZ2534'OF OWENTON AND 43 FEET SOUTH OF THE CENTERLINE OF U. S. HWY. 227, 67
 HZ2534'FEET NW OF A POWERLINE POLE, 35 FEET WSW OF A FENCE CORNER POST AND
 HZ2534'11.5 FEET SOUTH OF A WIRE FENCE.  THE MARK IS ABOUT 12 INCHES
 HZ2534'UNDERGROUND AND THE DISK IS STAMPED BROMLEY 1949.
 HZ2534'
 HZ2534'REFERENCE MARK NO. 1 IS 23-1/2 FEET NORTH OF THE CENTERLINE OF THE
 HZ2534'HIGHWAY, 6 FEET EAST OF THE WEST END OF A WIRE FENCE, 3-1/2 FEET
 HZ2534'WEST OF A FENCE CORNER, 1 FOOT EAST OF A STEEL WITNESS POST AND 1
 HZ2534'FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS ABOUT 5
 HZ2534'INCHES AND THE DISK IS STAMPED BROMLEY NO 1 1949.
 HZ2534'
 HZ2534'123 (USGS) BM IS 22-1/2 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 18
 HZ2534'FEET WEST OF THE NW CORNER OF A SMALL BARN, 1-1/2 FEET NORTH OF THE
 HZ2534'WEST ONE OF TWO GATE POSTS.  THE MARK PROJECTS ABOUT 3 INCHES AND
 HZ2534'THE DISK IS STAMPED 123 JWM 1949 901 (FEET ABOVE SEA LEVEL).
 HZ2534'
 HZ2534'THE AZIMUTH MARK IS APPROXIMATELY 1/2 MILE NE OF THE STATION, 99
 HZ2534'FEET NNE OF A GATE POST, 25-1/2 FEET EAST OF THE APPROXIMATE
 HZ2534'CENTERLINE OF A GRAVELED FARM LANE AND 12 FEET EAST OF A WIRE
 HZ2534'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 HZ2534'BROMLEY 1949.
 HZ2534'
 HZ2534'TO REACH THE STATION FROM A CROSS-STREET, 1 BLOCK EAST OF THE OWEN
 HZ2534'COUNTY COURTHOUSE IN OWENTON, GO NORTH AND NORTHWEST ON U. S.
 HZ2534'HWYS. 227 AND 127 FOR 6.8 MILES TO THEIR JUNCTION.  TURN LEFT AND
 HZ2534'GO NORTHWEST ON HWY. 227 FOR 1.2 MILES TO A PRIVATE ROAD RIGHT.
 HZ2534'CONTINUE AHEAD ON HWY. 227 FOR 0.35 MILE TO A LARGE BRICK HOUSE ON
 HZ2534'THE RIGHT.  CONTINUE AHEAD FOR 0.1 MILE TO A FENCE CORNER ON
 HZ2534'THE LEFT AND THE STATION AS DESCRIBED.
 HZ2534'
 HZ2534'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON THE PRIVATE
 HZ2534'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1626 ***********************************************************************
 HA1626  DESIGNATION -  BROOKS
 HA1626  PID         -  HA1626
 HA1626  STATE/COUNTY-  KY/WEBSTER
 HA1626  USGS QUAD   -  NEBO (1954)
 HA1626
 HA1626                         *CURRENT SURVEY CONTROL
 HA1626  ___________________________________________________________________
 HA1626* NAD 83(1993)-  37 26 28.45673(N)    087 42 29.12400(W)     ADJUSTED  
 HA1626* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 HA1626  ___________________________________________________________________
 HA1626  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 HA1626  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 HA1626
 HA1626  HORZ ORDER  -  SECOND
 HA1626
 HA1626.The horizontal coordinates were established by classical geodetic methods
 HA1626.and adjusted by the National Geodetic Survey in December 1995..
 HA1626
 HA1626.The orthometric height was scaled from a topographic map.
 HA1626
 HA1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1626
 HA1626.The geoid height was determined by GEOID03.
 HA1626
 HA1626;                    North         East     Units Scale Factor Converg.
 HA1626;SPC KY1Z     - 1,124,776.392 1,326,743.648   MT  0.99993361   -1 12 07.9
 HA1626;SPC KY1Z     - 3,690,203.88  4,352,824.79   sFT  0.99993361   -1 12 07.9
 HA1626;SPC KY S     -   624,744.757   326,740.994   MT  0.99994714   -1 11 15.0
 HA1626;SPC KY S     - 2,049,683.42  1,071,982.74   sFT  0.99994714   -1 11 15.0
 HA1626;UTM  16      - 4,144,057.475   437,362.439   MT  0.99964833   -0 25 49.8
 HA1626
 HA1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1626!SPC KY1Z     -   0.99998542  x   0.99993361  =   0.99991903
 HA1626!SPC KY S     -   0.99998542  x   0.99994714  =   0.99993256
 HA1626!UTM  16      -   0.99998542  x   0.99964833  =   0.99963376
 HA1626
 HA1626:                Primary Azimuth Mark                     Grid Az
 HA1626:SPC KY1Z     -  BROOKS AZ MK                             001 46 25.4
 HA1626:SPC KY S     -  BROOKS AZ MK                             001 45 32.5
 HA1626:UTM  16      -  BROOKS AZ MK                             001 00 07.3
 HA1626
 HA1626|---------------------------------------------------------------------|
 HA1626| PID    Reference Object                     Distance      Geod. Az  |
 HA1626|                                                           dddmmss.s |
 HA1626| CG7274 BROOKS AZ MK                                       0003417.5 |
 HA1626| HA1698 DIXON MUNICIPAL TANK                APPROX. 8.5 KM 0105035.5 |
 HA1626| CG7275 BROOKS RM 1                          21.500 METERS 26346     |
 HA1626| CG7276 BROOKS RM 2                          25.039 METERS 34556     |
 HA1626|---------------------------------------------------------------------|
 HA1626
 HA1626                          SUPERSEDED SURVEY CONTROL
 HA1626
 HA1626  NAD 83(1986)-  37 26 28.46556(N)    087 42 29.12721(W) AD(       ) 2
 HA1626  NAD 27      -  37 26 28.30826(N)    087 42 29.09157(W) AD(       ) 2
 HA1626
 HA1626.Superseded values are not recommended for survey control.
 HA1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1626.See file dsdata.txt to determine how the superseded data were derived.
 HA1626
 HA1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3736244057(NAD 83)
 HA1626_MARKER: DS = TRIANGULATION STATION DISK
 HA1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1626
 HA1626  HISTORY     - Date     Condition        Report By
 HA1626  HISTORY     - 1962     MONUMENTED       CGS
 HA1626  HISTORY     - 1981     GOOD             LOCENG
 HA1626
 HA1626                          STATION DESCRIPTION
 HA1626
 HA1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1626'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF DIXON, ABOUT 4 MILES
 HA1626'NORTHEAST OF PROVIDENCE AND ON PROPERTY OWNED BY MR. WILLIAM
 HA1626'BROOKS.  IT IS 113 FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE, 99
 HA1626'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL BARN, 58.4
 HA1626'FEET EAST OF A WIRE FENCE, 38 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 HA1626'SMALL SHED AND 34 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 HA1626'DRIVEWAY.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 HA1626'BROOKS 1962.
 HA1626'
 HA1626'TO REACH FROM THE COURTHOUSE IN DIXON, GO SOUTHERLY ON U.S. HIGHWAY
 HA1626'41A AND STATE HIGHWAY 132 FOR 1.6 MILES TO THE JUNCTION OF
 HA1626'HIGHWAYS 41A AND 132.  CONTINUE SOUTHERLY ON HIGHWAY 41A FOR 3.0
 HA1626'MILES TO THE JUNCTION OF STATE HIGHWAY 270 ON THE RIGHT.  CONTINUE
 HA1626'SOUTHERLY ON HIGHWAY 41A FOR 0.95 MILE TO THE AZIMUTH MARK ON THE
 HA1626'RIGHT.  CONTINUE SOUTH ON HIGHWAY 41A FOR 0.35 MILE TO A
 HA1626'DRIVEWAY LEFT AND SIGN WM. BROOKS STOCK FARM.  TURN LEFT AND GO EAST
 HA1626'ON A GRAVELED DRIVEWAY FOR 0.1 MILE TO MR. BROOKS HOME ON THE
 HA1626'RIGHT AND THE STATION ON THE LEFT.
 HA1626'
 HA1626'REFERENCE MARK 1 IS 29 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 HA1626'DRIVEWAY, 16 FEET NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A
 HA1626'WITNESS POST AND 1 FOOT EAST OF THE WIRE FENCE.  THE MONUMENT
 HA1626'PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HA1626'BROOKS NO 1 1962.
 HA1626'
 HA1626'REFERENCE MARK 2 IS 99 FEET NORTH OF THE WITNESS POST AND 1 FOOT EAST
 HA1626'OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 HA1626'STAMPED BROOKS NO 2 1962.
 HA1626'
 HA1626'THE AZIMUTH MARK IS 53 FEET WEST OF THE CENTERLINE OF HIGHWAY 41A,
 HA1626'1.5 FEET SOUTH OF POWER POLE NO. 146 AND 1 FOOT NORTH OF A
 HA1626'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HA1626'BROOKS 1962.
 HA1626'
 HA1626'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HA1626
 HA1626                          STATION RECOVERY (1981)
 HA1626
 HA1626'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (ER)
 HA1626'BROOKS RECOVERED GOOD.
 HA1626'
 HA1626'BROOKS AZIMUTH RECOVERED GOOD.
 HA1626'
 HA1626'R.M. 1 RECOVERED GOOD.
 HA1626'
 HA1626'R.M. 2 NOT SEARCHED FOR.
 HA1626'
 HA1626'THE GRAVELED DRIVEWAY STILL EXISTS IN ORIGINAL LOCATION, BUT THE
 HA1626'OLD HOUSE AND BARN HAVE BEEN TORN DOWN AND NEW ONES BUILT - NEW
 HA1626'OWNERS OF HOUSE HAD NO KNOWLEDGE OF MONUMENT - SUGGEST NEW
 HA1626'DESCRIPTION.
 HA1626'
 HA1626'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI. SOUTH OF DIXON, 4
 HA1626'MI. NE OF PROVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1380 ***********************************************************************
 HA1380  DESIGNATION -  BROOKS KNOB LOOKOUT TOWER
 HA1380  PID         -  HA1380
 HA1380  STATE/COUNTY-  KY/EDMONSON
 HA1380  USGS QUAD   -  RHODA (1979)
 HA1380
 HA1380                         *CURRENT SURVEY CONTROL
 HA1380  ___________________________________________________________________
 HA1380* NAD 83(1993)-  37 11 28.62108(N)    086 12 09.20855(W)     ADJUSTED  
 HA1380* NAVD 88     -                                                        
 HA1380  ___________________________________________________________________
 HA1380  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 HA1380  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HA1380
 HA1380  HORZ ORDER  -  THIRD
 HA1380
 HA1380.The horizontal coordinates were established by classical geodetic methods
 HA1380.and adjusted by the National Geodetic Survey in December 1995..
 HA1380
 HA1380
 HA1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1380
 HA1380.The geoid height was determined by GEOID03.
 HA1380
 HA1380;                    North         East     Units Scale Factor Converg.
 HA1380;SPC KY1Z     - 1,095,316.574 1,459,819.321   MT  0.99997592   -0 16 40.3
 HA1380;SPC KY1Z     - 3,593,551.13  4,789,423.89   sFT  0.99997592   -0 16 40.3
 HA1380;SPC KY S     -   595,306.114   459,820.419   MT  0.99994849   -0 16 28.1
 HA1380;SPC KY S     - 1,953,100.14  1,508,594.16   sFT  0.99994849   -0 16 28.1
 HA1380;UTM  16      - 4,116,390.162   570,775.747   MT  0.99966170   +0 28 55.4
 HA1380
 HA1380                          SUPERSEDED SURVEY CONTROL
 HA1380
 HA1380  NAD 83(1986)-  37 11 28.62950(N)    086 12 09.21479(W) AD(       ) 4
 HA1380  NAD 27      -  37 11 28.47000(N)    086 12 09.29000(W) AD(       ) 3
 HA1380
 HA1380.Superseded values are not recommended for survey control.
 HA1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1380.See file dsdata.txt to determine how the superseded data were derived.
 HA1380
 HA1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7077616390(NAD 83)
 HA1380_MARKER: 57 = LOOKOUT TOWER
 HA1380
 HA1380  HISTORY     - Date     Condition        Report By
 HA1380  HISTORY     - 1952     FIRST OBSERVED   CGS
 HA1380
 HA1380                          STATION DESCRIPTION
 HA1380
 HA1380'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2971 ***********************************************************************
 GZ2971  DESIGNATION -  BROUGHTEN
 GZ2971  PID         -  GZ2971
 GZ2971  STATE/COUNTY-  KY/LINCOLN
 GZ2971  USGS QUAD   -  WOODSTOCK (1979)
 GZ2971
 GZ2971                         *CURRENT SURVEY CONTROL
 GZ2971  ___________________________________________________________________
 GZ2971* NAD 83(1993)-  37 22 09.35351(N)    084 32 59.83593(W)     ADJUSTED  
 GZ2971* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 GZ2971  ___________________________________________________________________
 GZ2971  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 GZ2971  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GZ2971
 GZ2971  HORZ ORDER  -  THIRD
 GZ2971
 GZ2971.The horizontal coordinates were established by classical geodetic methods
 GZ2971.and adjusted by the National Geodetic Survey in December 1995..
 GZ2971
 GZ2971.The orthometric height was scaled from a topographic map.
 GZ2971
 GZ2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2971
 GZ2971.The geoid height was determined by GEOID03.
 GZ2971
 GZ2971;                    North         East     Units Scale Factor Converg.
 GZ2971;SPC KY1Z     - 1,115,654.630 1,606,290.395   MT  0.99994386   +0 44 12.4
 GZ2971;SPC KY1Z     - 3,660,276.90  5,269,971.07   sFT  0.99994386   +0 44 12.4
 GZ2971;SPC KY S     -   615,636.763   606,290.650   MT  0.99994559   +0 43 40.0
 GZ2971;SPC KY S     - 2,019,801.61  1,989,138.57   sFT  0.99994559   +0 43 40.0
 GZ2971;UTM  16      - 4,138,653.795   716,954.274   MT  1.00017984   +1 29 15.5
 GZ2971
 GZ2971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2971!SPC KY1Z     -   0.99994432  x   0.99994386  =   0.99988819
 GZ2971!SPC KY S     -   0.99994432  x   0.99994559  =   0.99988992
 GZ2971!UTM  16      -   0.99994432  x   1.00017984  =   1.00012415
 GZ2971
 GZ2971|---------------------------------------------------------------------|
 GZ2971| PID    Reference Object                     Distance      Geod. Az  |
 GZ2971|                                                           dddmmss.s |
 GZ2971| DB8836 BROUGHTEN RM 1                        7.989 METERS 10643     |
 GZ2971| GZ2964 CABLE                               APPROX.11.2 KM 1101511.8 |
 GZ2971| DB8837 BROUGHTEN RM 2                        8.983 METERS 22455     |
 GZ2971| DB8835 BROUGHTEN AZ MK                                    2340429.2 |
 GZ2971|---------------------------------------------------------------------|
 GZ2971
 GZ2971                          SUPERSEDED SURVEY CONTROL
 GZ2971
 GZ2971  NAD 83(1986)-  37 22 09.36166(N)    084 32 59.84338(W) AD(       ) 3
 GZ2971  NAD 27      -  37 22 09.06800(N)    084 33 00.06700(W) AD(       ) 3
 GZ2971
 GZ2971.Superseded values are not recommended for survey control.
 GZ2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2971.See file dsdata.txt to determine how the superseded data were derived.
 GZ2971
 GZ2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1695438654(NAD 83)
 GZ2971_MARKER: DS = TRIANGULATION STATION DISK
 GZ2971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2971
 GZ2971  HISTORY     - Date     Condition        Report By
 GZ2971  HISTORY     - 1951     MONUMENTED       CGS
 GZ2971  HISTORY     - 1980     GOOD             NGS
 GZ2971
 GZ2971                          STATION DESCRIPTION
 GZ2971
 GZ2971'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2971'THE STATION IS LOCATED ABOUT 11 MILES WEST OF MOUNT VERNON AND 7
 GZ2971'MILES SOUTH OF CRAB ORCHARD NEAR THE HOME OF MR. IVOR J. (JACK)
 GZ2971'WILLIAMS. IT IS 22 FEET WEST OF THE NORTHWEST CORNER OF A WOODEN
 GZ2971'SHED, 15 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 12 FEET SOUTH OF
 GZ2971'THE CENTER OF A DRIVEWAY AND 4 FEET WEST OF A WHITE WITNESS POST. THE
 GZ2971'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BROUGHTEN
 GZ2971'1951.
 GZ2971'
 GZ2971'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE SOUTHWEST CORNER OF THE
 GZ2971'SHED. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GZ2971'BROUGHTEN NO 1 1951.
 GZ2971'
 GZ2971'REFERENCE MARK NO.2 IS 10 FEET WEST OF THE CENTER OF THE GRAVEL ROAD,
 GZ2971'IN A FENCE LINE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GZ2971'STAMPED BROUGHTEN NO 2 1951.
 GZ2971'
 GZ2971'AZIMUTH MARK IS 73 FEET NORTHEAST OF THE NORTHEAST CORNER OF A STORE,
 GZ2971'43 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 4 FEET NORTHEAST
 GZ2971'OF A WHITE WITNESS POST AND 1 FOOT SOUTHEAST OF A FENCE CORNER. THE
 GZ2971'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BROUGHTEN
 GZ2971'1951.
 GZ2971'
 GZ2971'TO REACH THE STATION FROM THE LOUISVILLE AND NASHVILLE RAILROAD DEPOT
 GZ2971'IN CRAB ORCHARD, GO WEST ON PAVED STREET FOR 0.25 MILE TO A ROAD
 GZ2971'FORK, TURN LEFT ACROSS RAILROAD TRACKS AND GO SOUTHWEST FOR 3.75
 GZ2971'MILES ON GRAVEL ROAD TO A T ROAD LEFT AT A CHURCH ON THE RIGHT AND
 GZ2971'JUST AFTER PASSING A STORE ON THE LEFT, TURN LEFT AND GO SOUTH ON
 GZ2971'GRAVEL ROAD FOR 2.1 MILES TO A STONE SCHOOL ON THE LEFT IN THE
 GZ2971'VILLAGE OF BROUGHTENTOWN, CONTINUE SOUTHWEST FOR 0.95 MILE TO A
 GZ2971'T-ROAD LEFT *, TURN LEFT ON GRAVEL ROAD FOR 0.15 MILE TO THE HOME OF
 GZ2971'MR. WILLIAMS AND STATION ON THE LEFT AS DESCRIBED.
 GZ2971'
 GZ2971'TO REACH THE AZIMUTH MARK FROM THIS POINT *, CONTINUE ON GRAVEL ROAD
 GZ2971'FOR 0.3 MILE TO A STORE ON THE LEFT AND MARK ON THE LEFT AS
 GZ2971'DESCRIBED.
 GZ2971'
 GZ2971'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GZ2971
 GZ2971                          STATION RECOVERY (1980)
 GZ2971
 GZ2971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GZ2971'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 GZ2971'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED.  THE LINE OF
 GZ2971'SIGHT TO THE AZIMUTH MARK WAS OBSTRUCTED BY TREES.  THE DISTANCE TO
 GZ2971'REFERENCE MARK 2 CHECKED.  REFERENCE MARK 3 WAS SET.  A NEW
 GZ2971'DESCRIPTION FOLLOWS.
 GZ2971'
 GZ2971'THE STATION IS LOCATED 7 MILES SOUTH OF CRAB ORCHARD, 44 FEET SOUTH OF
 GZ2971'A 30 INCH MAPLE TREE, 5 FEET EAST OF A FENCE, 16 FEET EAST OF THE
 GZ2971'CENTERLINE OF A GRAVELED ROAD, 63 FEET NORTH OF A 40 INCH OAK TREE
 GZ2971'AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4
 GZ2971'INCHES AND THE DISK IS STAMPED---BROUGHTEN 1951---.
 GZ2971'
 GZ2971'TO REACH THE STATION FROM THE BROUGHTEN SCHOOL IN THE SMALL VILLAGE
 GZ2971'OF BROUGHTEN GO SOUTHWEST ON PAVED ROAD FOR 0.9 MILE TO A GRAVELED
 GZ2971'ROAD LEFT.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 0.15 MILE
 GZ2971'TO THE STATION ON THE LEFT.
 GZ2971'
 GZ2971'TO REACH THE AZIMUTH MARK FROM THE SCHOOL, GO SOUTHWEST ON THE PAVED
 GZ2971'ROAD FOR 1.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 GZ2971'
 GZ2971'REFERENCE MARK 2 IS 10 FEET WEST OF THE CENTERLINE OF THE ROAD AND
 GZ2971'1 FOOT EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GZ2971'STAMPED---BROUGHTEN NO 2 1951---.
 GZ2971'
 GZ2971'REFERENCE MARK 3 IS 13 FEET SOUTH OF A 30 INCH MAPLE TREE, 1 FOOT
 GZ2971'EAST OF THE FENCE AND 14 FEET EAST OF THE CENTERLINE OF THE ROAD.  THE
 GZ2971'MONUMENT IS FLUSH AND THE DISK IS STAMPED---BROUGHTEN 1951 NO 3
 GZ2971'1980---.
 GZ2971'
 GZ2971'THE AZIMUTH MARK IS 73 FEET NORTHEAST OF THE NORTHEAST OF SMALL
 GZ2971'STORE, 43 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 1 FOOT
 GZ2971'SOUTHEAST OF A FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK
 GZ2971'IS STAMPED---BROUGHTEN 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2648 ***********************************************************************
 GC2648  DESIGNATION -  BROWN
 GC2648  PID         -  GC2648
 GC2648  STATE/COUNTY-  KY/CHRISTIAN
 GC2648  USGS QUAD   -  CHURCH HILL (1981)
 GC2648
 GC2648                         *CURRENT SURVEY CONTROL
 GC2648  ___________________________________________________________________
 GC2648* NAD 83(1993)-  36 49 00.67213(N)    087 33 07.57305(W)     ADJUSTED  
 GC2648* NAVD 88     -       171.23   (+/-2cm)     561.8    (feet)  VERTCON   
 GC2648  ___________________________________________________________________
 GC2648  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 GC2648  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC2648
 GC2648  HORZ ORDER  -  FIRST
 GC2648  VERT ORDER  -  THIRD ? (See Below)
 GC2648
 GC2648.The horizontal coordinates were established by classical geodetic methods
 GC2648.and adjusted by the National Geodetic Survey in December 1995..
 GC2648
 GC2648.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2648.The vertical order pertains to the NGVD 29 superseded value.
 GC2648
 GC2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2648
 GC2648.The geoid height was determined by GEOID03.
 GC2648
 GC2648;                    North         East     Units Scale Factor Converg.
 GC2648;SPC KY1Z     - 1,055,217.401 1,339,205.866   MT  1.00007441   -1 06 23.1
 GC2648;SPC KY1Z     - 3,461,992.42  4,393,711.25   sFT  1.00007441   -1 06 23.1
 GC2648;SPC KY S     -   555,191.447   339,219.857   MT  0.99998589   -1 05 34.5
 GC2648;SPC KY S     - 1,821,490.61  1,112,923.81   sFT  0.99998589   -1 05 34.5
 GC2648;UTM  16      - 4,074,697.809   450,758.205   MT  0.99962987   -0 19 51.1
 GC2648
 GC2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2648!SPC KY1Z     -   0.99997775  x   1.00007441  =   1.00005215
 GC2648!SPC KY S     -   0.99997775  x   0.99998589  =   0.99996364
 GC2648!UTM  16      -   0.99997775  x   0.99962987  =   0.99960762
 GC2648
 GC2648|---------------------------------------------------------------------|
 GC2648| PID    Reference Object                     Distance      Geod. Az  |
 GC2648|                                                           dddmmss.s |
 GC2648| CG4897 BROWN RM 3                            4.246 METERS 02522     |
 GC2648| GC2506 HOPKINSVILLE TVA STEAM PLT STK      APPROX. 9.0 KM 0464804.8 |
 GC2648| CG4895 BROWN RM 1                                         20505     |
 GC2648| CG4894 BROWN AZ MK                                        2184527.8 |
 GC2648| GC2649 CHURCH HILL STATE FOREST LOT        APPROX. 0.8 KM 2771930.5 |
 GC2648| CG4896 BROWN RM 2                           40.718 METERS 29156     |
 GC2648|---------------------------------------------------------------------|
 GC2648
 GC2648                          SUPERSEDED SURVEY CONTROL
 GC2648
 GC2648  NAD 83(1986)-  36 49 00.68153(N)    087 33 07.57619(W) AD(       ) 1
 GC2648  NAD 27      -  36 49 00.51300(N)    087 33 07.54000(W) AD(       ) 1
 GC2648  NGVD 29 (07/19/86)  171.29   (m)          562.0    (f) LEVELING    3  
 GC2648
 GC2648.Superseded values are not recommended for survey control.
 GC2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2648.See file dsdata.txt to determine how the superseded data were derived.
 GC2648
 GC2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5075874698(NAD 83)
 GC2648_MARKER: DS = TRIANGULATION STATION DISK
 GC2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2648
 GC2648  HISTORY     - Date     Condition        Report By
 GC2648  HISTORY     - 1930     MONUMENTED       CGS
 GC2648  HISTORY     - 1935     GOOD             CGS
 GC2648  HISTORY     - 1953     GOOD             CGS
 GC2648
 GC2648                          STATION DESCRIPTION
 GC2648
 GC2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2648'ABOUT 5 MILES SOUTHWEST OF HOPKINSVILLE ON LAND OWNED AND OCCUPIED BY
 GC2648'Z.R. AND N.W. BROWN.
 GC2648'
 GC2648'REACHED FROM HOPKINSVILLE BY FOLLOWING THE COX MIL OR CHURCH HILL
 GC2648'ROAD, A CONTINUATION OF SOUTH MAIN ST., 5.3 MILES FROM CORNER
 GC2648'9TH AND MAIN TO THE BROWN BROTHERS HOUSE, A ONE STORY HOUSE IN A
 GC2648'GROVE OF LARGE TREES, ABOUT 60 YARDS EAST OF ROAD.  STATION IS
 GC2648'IN PASTURE 25 METERS SOUTH OF SOUTHWEST CORNER OF HOUSE, AND ABOUT 50
 GC2648'METERS EAST OF PUBLIC ROAD.
 GC2648'
 GC2648'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GC2648'SET IN CONCRETE.
 GC2648'
 GC2648'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF STATION AND 7 METERS EAST
 GC2648'OF CENTER LINE OF PUBLIC ROAD AT INTERSECTION OF HIGHWAYS.
 GC2648'
 GC2648'REFERENCE MARK NO. 2 IS WEST OF STATION AT FENCE CORNER SOUTH OF
 GC2648'DRIVEWAY AND 7 METERS EAST OF PUBLIC ROAD.
 GC2648'
 GC2648'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 GC2648
 GC2648                          STATION RECOVERY (1935)
 GC2648
 GC2648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GC2648'SURFACE AND REFERENCE MARKERS IN GOOD CONDITION.  DESCRIPTIONS EASILY
 GC2648'FOLLOWED AND CORRECT.
 GC2648
 GC2648                          STATION RECOVERY (1953)
 GC2648
 GC2648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2648'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK AND REFERENCE
 GC2648'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 GC2648'1 WAS NOT RECOVERED AND SHOULD BE CONSIDERED LOST.  THE DIRECTION TO
 GC2648'REFERENCE MARK NO. 2 CHECKED.  NO ACCURATE MEASUREMENT WAS
 GC2648'AVAILABLE TO CHECK THE DISTANCE.  THE STATION WAS LOWERED TO 12
 GC2648'INCHES UNDERGROUND AT THE REQUEST OF THE PROPERTY OWNER.  AN
 GC2648'AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE ESTABLISHED BY THIS PARTY.
 GC2648'A COMPLETE NEW DESCRIPTION FOLLOWS-
 GC2648'
 GC2648'STATION IS LOCATED ON THE PROPERTY OF MRS. N.W. BROWN ABOUT 5 MILES
 GC2648'SOUTHWEST OF HOPKINSVILLE.  IT IS 75 FEET SOUTHWEST OF THE
 GC2648'SOUTHWEST CORNER OF MRS. BROWNS HOUSE, 24 FEET SOUTH OF THE CENTER OF
 GC2648'A DRIVEWAY AND 13 FEET SOUTH OF A WHITE WITNESS POST AND FENCE.
 GC2648'THE MARK IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED BROWN 1930
 GC2648'1953.  THE SUB-SURFACE MARK DISK IS STAMPED BROWN 1930.
 GC2648'
 GC2648'REFERENCE MARK NO. 2 IS 20 FEET EAST OF THE CENTER OF A PAVED ROAD,
 GC2648'12 FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND 1 FOOT SOUTHEAST
 GC2648'OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 GC2648'STAMPED BROWN NO. 2 1930.
 GC2648'
 GC2648'REFERENCE MARK NO. 3 IS 61 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GC2648'THE HOUSE, 11 FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND 1
 GC2648'FOOT NORTH OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2648'BROWN NO. 3 1930 1953.
 GC2648'
 GC2648'AZIMUTH MARK IS 89 FEET EAST OF THE INTERSECTION OF A PAVED ROAD AND
 GC2648'A GRAVEL ROAD, 14 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 2
 GC2648'FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE
 GC2648'MARK IS FLUSH AND THE DISK IS STAMPED BROWN 1930 1953.
 GC2648'
 GC2648'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND 9TH STREETS IN
 GC2648'HOPKINSVILLE, GO SOUTH ON SOUTH MAIN STREET AND A PAVED ROAD, WHICH
 GC2648'IS A CONTINUATION OF MAIN STREET, FOR 5.1 MILES TO A DRIVEWAY LEFT.
 GC2648'TURN LEFT INTO DRIVEWAY AND GO ABOUT 200 FEET TO MRS. BROWNS HOUSE
 GC2648'AND THE STATION AS DESCRIBED.
 GC2648'
 GC2648'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY, CONTINUE ON THE PAVED
 GC2648'ROAD FOR 0.45 MILE TO A GRAVEL ROAD LEFT AND THE MARK ON THE
 GC2648'LEFT AS DESCRIBED.
 GC2648'
 GC2648'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1385 ***********************************************************************
 HA1385  DESIGNATION -  BROWNSVILLE
 HA1385  PID         -  HA1385
 HA1385  STATE/COUNTY-  KY/EDMONSON
 HA1385  USGS QUAD   -  BROWNSVILLE (1965)
 HA1385
 HA1385                         *CURRENT SURVEY CONTROL
 HA1385  ___________________________________________________________________
 HA1385* NAD 83(1993)-  37 11 46.31897(N)    086 15 50.36185(W)     ADJUSTED  
 HA1385* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 HA1385  ___________________________________________________________________
 HA1385  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 HA1385  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HA1385
 HA1385  HORZ ORDER  -  THIRD
 HA1385
 HA1385.The horizontal coordinates were established by classical geodetic methods
 HA1385.and adjusted by the National Geodetic Survey in December 1995..
 HA1385
 HA1385.The orthometric height was scaled from a topographic map.
 HA1385
 HA1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1385
 HA1385.The geoid height was determined by GEOID03.
 HA1385
 HA1385;                    North         East     Units Scale Factor Converg.
 HA1385;SPC KY1Z     - 1,095,890.391 1,454,368.140   MT  0.99997490   -0 18 56.0
 HA1385;SPC KY1Z     - 3,595,433.72  4,771,539.47   sFT  0.99997490   -0 18 56.0
 HA1385;SPC KY S     -   595,879.571   454,369.349   MT  0.99994829   -0 18 42.2
 HA1385;SPC KY S     - 1,954,981.56  1,490,710.11   sFT  0.99994829   -0 18 42.2
 HA1385;UTM  16      - 4,116,891.442   565,319.170   MT  0.99965256   +0 26 41.9
 HA1385
 HA1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1385!SPC KY1Z     -   0.99997113  x   0.99997490  =   0.99994603
 HA1385!SPC KY S     -   0.99997113  x   0.99994829  =   0.99991942
 HA1385!UTM  16      -   0.99997113  x   0.99965256  =   0.99962370
 HA1385
 HA1385:                Primary Azimuth Mark                     Grid Az
 HA1385:SPC KY1Z     -  BROOKS KNOB LOOKOUT TOWER                096 00 33.7
 HA1385:SPC KY S     -  BROOKS KNOB LOOKOUT TOWER                096 00 19.9
 HA1385:UTM  16      -  BROOKS KNOB LOOKOUT TOWER                095 14 55.8
 HA1385
 HA1385|---------------------------------------------------------------------|
 HA1385| PID    Reference Object                     Distance      Geod. Az  |
 HA1385|                                                           dddmmss.s |
 HA1385| HA1380 BROOKS KNOB LOOKOUT TOWER           APPROX. 5.5 KM 0954137.7 |
 HA1385| CG7281 BROWNSVILLE RM 1                                   23449     |
 HA1385| CG7282 BROWNSVILLE RM 2                                   28647     |
 HA1385| CG7280 BROWNSVILLE AZ MK                                  2864926.8 |
 HA1385|---------------------------------------------------------------------|
 HA1385
 HA1385                          SUPERSEDED SURVEY CONTROL
 HA1385
 HA1385  NAD 83(1986)-  37 11 46.32747(N)    086 15 50.36893(W) AD(       ) 3
 HA1385  NAD 27      -  37 11 46.17400(N)    086 15 50.48900(W) AD(       ) 3
 HA1385
 HA1385.Superseded values are not recommended for survey control.
 HA1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1385.See file dsdata.txt to determine how the superseded data were derived.
 HA1385
 HA1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6531916891(NAD 83)
 HA1385_MARKER: DS = TRIANGULATION STATION DISK
 HA1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA1385+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 HA1385
 HA1385  HISTORY     - Date     Condition        Report By
 HA1385  HISTORY     - 1952     MONUMENTED       CGS
 HA1385  HISTORY     - 20050415 GOOD             KYTC
 HA1385
 HA1385                          STATION DESCRIPTION
 HA1385
 HA1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1385'STATION IS LOCATED ON THE NORTH END OF A HILL IN THE NORTHEAST EDGE
 HA1385'OF BROWNSVILLE, ON THE SOUTH BANK OF THE GREEN RIVER AND ON
 HA1385'PROPERTY OWNED BY MR. E. HOUCHIM. IT IS 150 FEET EAST OF A HOUSE AND
 HA1385'7 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 HA1385'THE DISK IS STAMPED BROWNSVILLE 1952.
 HA1385'
 HA1385'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF THE NORTHEAST CORNER OF THE
 HA1385'HOUSE. THE MARK IS FLUSH AND THE DISK IS STAMPED BROWNSVILLE NO 1
 HA1385'1952.
 HA1385'
 HA1385'REFERENCE MARK NO. 2 IS 12 FEET SOUTHEAST OF A FENCE LINE. THE MARK
 HA1385'IS FLUSH AND THE DISK IS STAMPED BROWNSVILLE NO 2 1952.
 HA1385'
 HA1385'AZIMUTH MARK IS 30 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 65.
 HA1385'THE DISK IS A STANDARD TRIANGULATION AZIMUTH MARK DISK SET IN THE
 HA1385'NORTH ABUTMENT OF THE GREEN RIVER BRIDGE AND IS STAMPED BROWNSVILLE
 HA1385'1952.
 HA1385'
 HA1385'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 HA1385'BROWNSVILLE GO SOUTHEAST ON STATE HIGHWAY 65 FOR 0.5 MILE TO A
 HA1385'REVERSE Y, CROSS Y TO A SIDE ROAD LEFT, TURN LEFT AND FOLLOW ROAD
 HA1385'THROUGH WOODS FOR 0.5 MILE TO THE STATION AS DESCRIBED.
 HA1385'
 HA1385'TO REACH THE AZIMUTH MARK FROM THE NORTHWEST CORNER OF THE SQUARE IN
 HA1385'BROWNSVILLE GO NORTHWEST ON STATE HIGHWAY 65 FOR 0.5 MILE TO THE
 HA1385'NORTH END OF THE GREEN RIVER BRIDGE AND THE MARK AS DESCRIBED.
 HA1385'
 HA1385'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1385
 HA1385                          STATION RECOVERY (2005)
 HA1385
 HA1385'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 HA1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1387 ***********************************************************************
 HA1387  DESIGNATION -  BROWNSVILLE AT AND T MICROWAVE
 HA1387  PID         -  HA1387
 HA1387  STATE/COUNTY-  KY/EDMONSON
 HA1387  USGS QUAD   -  BROWNSVILLE (1965)
 HA1387
 HA1387                         *CURRENT SURVEY CONTROL
 HA1387  ___________________________________________________________________
 HA1387* NAD 83(1993)-  37 13 10.32443(N)    086 18 15.79931(W)     ADJUSTED  
 HA1387* NAVD 88     -                                                        
 HA1387  ___________________________________________________________________
 HA1387  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 HA1387  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HA1387
 HA1387  HORZ ORDER  -  THIRD
 HA1387
 HA1387.The horizontal coordinates were established by classical geodetic methods
 HA1387.and adjusted by the National Geodetic Survey in December 1995..
 HA1387
 HA1387
 HA1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1387
 HA1387.The geoid height was determined by GEOID03.
 HA1387
 HA1387;                    North         East     Units Scale Factor Converg.
 HA1387;SPC KY1Z     - 1,098,500.542 1,450,796.925   MT  0.99997019   -0 20 25.3
 HA1387;SPC KY1Z     - 3,603,997.19  4,759,822.91   sFT  0.99997019   -0 20 25.3
 HA1387;SPC KY S     -   598,489.408   450,798.040   MT  0.99994739   -0 20 10.4
 HA1387;SPC KY S     - 1,963,544.00  1,478,993.24   sFT  0.99994739   -0 20 10.4
 HA1387;UTM  16      - 4,119,453.114   561,714.774   MT  0.99964692   +0 25 14.8
 HA1387
 HA1387                          SUPERSEDED SURVEY CONTROL
 HA1387
 HA1387  NAD 83(1986)-  37 13 10.33264(N)    086 18 15.80595(W) AD(       ) 4
 HA1387  NAD 27      -  37 13 10.16074(N)    086 18 15.85629(W) AD(       ) 3
 HA1387
 HA1387.Superseded values are not recommended for survey control.
 HA1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1387.See file dsdata.txt to determine how the superseded data were derived.
 HA1387
 HA1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6171519453(NAD 83)
 HA1387_MARKER: 45 = MICROWAVE TOWER
 HA1387
 HA1387  HISTORY     - Date     Condition        Report By
 HA1387  HISTORY     - 1970     FIRST OBSERVED   NGS
 HA1387
 HA1387                          STATION DESCRIPTION
 HA1387
 HA1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HA1387'THE STATION IS THE RED LIGHT ATOP THE BROWNSVILLE, AMERICAN
 HA1387'TELEPHONE AND TELEGRAPH COMPANY MICROWAVE TOWER THAT IS
 HA1387'LOCATED ABOUT 2 MILES SOUTH-SOUTHWEST OF THE SMALL VILLAGE OF
 HA1387'LINDSEVILLE, 2 MILES NORTH OF BROWNSVILLE AND JUST EAST OF THE
 HA1387'JUNCTION OF STATE HIGHWAYS 70 AND 365.  THE TOWER IS A FOUR
 HA1387'LEGGED STEEL STURCTURE PAINTED IN ALTERNATE BANDS OF RED AND
 HA1387'WHITE WITH A FAN SHAPED ANTENNA LOCATED AT THE TOP OF EACH OF
 HA1387'THE FOUR CORNERS.  IT IS 280 FEET IN HEIGHT.
 HA1387'
 HA1387'AT THE PRESENT TIME THE SITE IS STILL UNDER CONSTURCTION AND
 HA1387'THERE ARE NO CALL LETTERS ASSIGNED AS YET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3021 ***********************************************************************
 GZ3021  DESIGNATION -  BRUMFIELD
 GZ3021  PID         -  GZ3021
 GZ3021  STATE/COUNTY-  KY/BOYLE
 GZ3021  USGS QUAD   -  PARKSVILLE (1952)
 GZ3021
 GZ3021                         *CURRENT SURVEY CONTROL
 GZ3021  ___________________________________________________________________
 GZ3021* NAD 83(1993)-  37 35 58.75468(N)    084 59 03.19717(W)     ADJUSTED  
 GZ3021* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 GZ3021  ___________________________________________________________________
 GZ3021  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 GZ3021  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 GZ3021
 GZ3021  HORZ ORDER  -  THIRD
 GZ3021
 GZ3021.The horizontal coordinates were established by classical geodetic methods
 GZ3021.and adjusted by the National Geodetic Survey in December 1995..
 GZ3021
 GZ3021.The orthometric height was scaled from a topographic map.
 GZ3021
 GZ3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3021
 GZ3021.The geoid height was determined by GEOID03.
 GZ3021
 GZ3021;                    North         East     Units Scale Factor Converg.
 GZ3021;SPC KY1Z     - 1,140,816.974 1,567,617.814   MT  0.99991655   +0 28 12.6
 GZ3021;SPC KY1Z     - 3,742,830.36  5,143,092.78   sFT  0.99991655   +0 28 12.6
 GZ3021;SPC KY S     -   640,804.602   567,620.508   MT  0.99995611   +0 27 51.9
 GZ3021;SPC KY S     - 2,102,373.10  1,862,268.28   sFT  0.99995611   +0 27 51.9
 GZ3021;UTM  16      - 4,163,307.672   677,947.227   MT  0.99999005   +1 13 48.8
 GZ3021
 GZ3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3021!SPC KY1Z     -   0.99994319  x   0.99991655  =   0.99985975
 GZ3021!SPC KY S     -   0.99994319  x   0.99995611  =   0.99989930
 GZ3021!UTM  16      -   0.99994319  x   0.99999005  =   0.99993324
 GZ3021
 GZ3021|---------------------------------------------------------------------|
 GZ3021| PID    Reference Object                     Distance      Geod. Az  |
 GZ3021|                                                           dddmmss.s |
 GZ3021| DB8842 BRUMFIELD RM 1                       21.546 METERS 12351     |
 GZ3021| GZ3020 SANDY                               APPROX.13.5 KM 1311355.4 |
 GZ3021| DB8841 BRUMFIELD AZ MK                                    1630224.5 |
 GZ3021| DB8843 BRUMFIELD RM 2                       13.097 METERS 21246     |
 GZ3021|---------------------------------------------------------------------|
 GZ3021
 GZ3021                          SUPERSEDED SURVEY CONTROL
 GZ3021
 GZ3021  NAD 83(1986)-  37 35 58.76406(N)    084 59 03.20491(W) AD(       ) 3
 GZ3021  NAD 27      -  37 35 58.50200(N)    084 59 03.35000(W) AD(       ) 3
 GZ3021
 GZ3021.Superseded values are not recommended for survey control.
 GZ3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3021.See file dsdata.txt to determine how the superseded data were derived.
 GZ3021
 GZ3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG7794763308(NAD 83)
 GZ3021_MARKER: DS = TRIANGULATION STATION DISK
 GZ3021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ3021
 GZ3021  HISTORY     - Date     Condition        Report By
 GZ3021  HISTORY     - 1951     MONUMENTED       CGS
 GZ3021
 GZ3021                          STATION DESCRIPTION
 GZ3021
 GZ3021'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ3021'STATION IS LOCATED ABOUT 4 MILES SOUTH OF PERRYVILLE ON THE SOUTH
 GZ3021'SLOPE OF A PROMINENT HILL AND ON LAND OWNED BY MR.  J.B.CALDWELL.
 GZ3021'IT IS 200 FEET SOUTHWEST OF A 24 INCH OAK TREE, 75 FEET NORTH OF THE
 GZ3021'CENTER OF FARM ROAD, 30 FEET SOUTH OF THE CENTER OF WOODS ROAD AND 3
 GZ3021'FEET NORTHWEST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4
 GZ3021'INCHES AND THE DISK STAMPED BRUMFIELD 1951.
 GZ3021'
 GZ3021'REFERENCE MARK NO. 1 IS 8 FEET NORTH OF THE CENTER OF FARM ROAD AND
 GZ3021'ABOUT 2 FEET LOWER IN ELEVATION THAN STATION MARK.  THE MARK
 GZ3021'PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED BRUMFIELD NO 1 1951.
 GZ3021'
 GZ3021'REFERENCE MARK NO. 2 IS SET IN A SMALL CLEARING 32 FEET NORTH OF THE
 GZ3021'CENTER OF FARM ROAD AND ON ABOUT THE SAME ELEVATION AS
 GZ3021'STATION MARK. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED
 GZ3021'BRUMFIELD NO 2 1951.
 GZ3021'
 GZ3021'THE AZIMUTH MARK IS 1 FOOT NORTH OF THE NORTHEAST CORNER OF A LARGE
 GZ3021'TOBACCO BARN. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED
 GZ3021'BRUMFIELD 1951.
 GZ3021'
 GZ3021'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 68 AND 150 AND
 GZ3021'STATE HIGHWAY 52 IN PERRYVILLE, GO SOUTHWEST ON U.S.HIGHWAY 68
 GZ3021'AND STATE HIGHWAY 52 FOR 4.1 MILES TO JUNCTION WITH STATE HIGHWAY 34,
 GZ3021'TURN SHARP LEFT CROSS RAILROAD TRACKS AND GO EAST ON HIGHWAY 34
 GZ3021'FOR 0.15 MILE TO SIDE ROAD RIGHT LEADING TO FARM HOUSE, TURN RIGHT
 GZ3021'AND GO SOUTH ON FARM ROAD FOR 0.2 MILE TO ROAD FORKS, BEAR RIGHT UP
 GZ3021'HILL FOR 0.1 MILE TO GATE, PASS THROUGH GATE AND BEAR LEFT UP HILL ON
 GZ3021'FARM ROAD FOR 0.3 MILE TO TOP OF HILL AND STATION ON THE RIGHT AS
 GZ3021'DESCRIBED.
 GZ3021'
 GZ3021'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FARM ROAD FOR
 GZ3021'0.15 MILE TO LARGE TOBACCO BARN AND MARK AS DESCRIBED.
 GZ3021'
 GZ3021'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1349 ***********************************************************************
 HA1349  CBN         -  This is a Cooperative Base Network Control Station.
 HA1349  DESIGNATION -  BRUNER RESET
 HA1349  PID         -  HA1349
 HA1349  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1349  USGS QUAD   -  LODIBURG (1953)
 HA1349
 HA1349                         *CURRENT SURVEY CONTROL
 HA1349  ___________________________________________________________________
 HA1349* NAD 83(1993)-  37 57 17.22450(N)    086 24 50.51124(W)     ADJUSTED  
 HA1349* NAVD 88     -       256.0    (meters)     840.     (feet)  GPS OBS   
 HA1349  ___________________________________________________________________
 HA1349  X           -     314,963.082 (meters)                     COMP
 HA1349  Y           -  -5,025,834.233 (meters)                     COMP
 HA1349  Z           -   3,901,625.328 (meters)                     COMP
 HA1349  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 HA1349  ELLIP HEIGHT-         223.39  (meters)          (11/03/04) GPS OBS
 HA1349  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HA1349
 HA1349  HORZ ORDER  -  B
 HA1349  ELLP ORDER  -  THIRD     CLASS I
 HA1349
 HA1349.The horizontal coordinates were established by GPS observations
 HA1349.and adjusted by the National Geodetic Survey in September 1994..
 HA1349
 HA1349.The orthometric height was determined by GPS observations and a
 HA1349.high-resolution geoid model.
 HA1349
 HA1349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1349
 HA1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1349
 HA1349.The ellipsoidal height was determined by GPS observations
 HA1349.and is referenced to NAD 83.
 HA1349
 HA1349.The geoid height was determined by GEOID03.
 HA1349
 HA1349;                    North         East     Units Scale Factor Converg.
 HA1349;SPC KY1Z     - 1,180,160.265 1,441,646.726   MT  0.99990587   -0 24 27.7
 HA1349;SPC KY1Z     - 3,871,909.14  4,729,802.63   sFT  0.99990587   -0 24 27.7
 HA1349;SPC KY S     -   680,151.468   441,640.988   MT  1.00000399   -0 24 09.8
 HA1349;SPC KY S     - 2,231,463.61  1,448,950.47   sFT  1.00000399   -0 24 09.8
 HA1349;SPC IN E     -   300,738.936    34,318.608   MT  1.00001978   -0 27 34.8
 HA1349;SPC IN E     -   986,674.33    112,593.63   sFT  1.00001978   -0 27 34.8
 HA1349;SPC IN W     -   300,686.769   958,820.924   MT  1.00000926   +0 24 42.0
 HA1349;SPC IN W     -   986,503.17  3,145,731.65   sFT  1.00000926   +0 24 42.0
 HA1349;UTM  16      - 4,200,960.199   551,478.314   MT  0.99963264   +0 21 37.4
 HA1349
 HA1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1349!SPC KY1Z     -   0.99996495  x   0.99990587  =   0.99987082
 HA1349!SPC KY S     -   0.99996495  x   1.00000399  =   0.99996894
 HA1349!SPC IN E     -   0.99996495  x   1.00001978  =   0.99998473
 HA1349!SPC IN W     -   0.99996495  x   1.00000926  =   0.99997421
 HA1349!UTM  16      -   0.99996495  x   0.99963264  =   0.99959760
 HA1349
 HA1349|---------------------------------------------------------------------|
 HA1349| PID    Reference Object                     Distance      Geod. Az  |
 HA1349|                                                           dddmmss.s |
 HA1349| CG7286 BRUNER RM 3                          16.267 METERS 04245     |
 HA1349| CG7283 BRUNER AZ MK                                       0564402.4 |
 HA1349| CG7284 BRUNER RM 1                          27.392 METERS 24750     |
 HA1349| CG7285 BRUNER RM 2                          25.228 METERS 31426     |
 HA1349| CG7287 BRUNER RM 4                          21.989 METERS 32929     |
 HA1349|---------------------------------------------------------------------|
 HA1349
 HA1349                          SUPERSEDED SURVEY CONTROL
 HA1349
 HA1349  ELLIP H (09/07/94)  223.43   (m)                       GP(       ) 4 1
 HA1349  NAD 83(1986)-  37 57 17.23187(N)    086 24 50.51710(W) AD(       ) 2
 HA1349  NAD 27      -  37 57 17.00800(N)    086 24 50.59600(W) AD(       ) 2
 HA1349
 HA1349.Superseded values are not recommended for survey control.
 HA1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1349.See file dsdata.txt to determine how the superseded data were derived.
 HA1349
 HA1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5147800960(NAD 83)
 HA1349_MARKER: DH = HORIZONTAL CONTROL DISK
 HA1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1349_SP_SET: CONCRETE POST
 HA1349_STAMPING: BRUNER 1950 1975
 HA1349_MARK LOGO: NGS   
 HA1349_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1349+STABILITY: SURFACE MOTION
 HA1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1349+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2003
 HA1349
 HA1349  HISTORY     - Date     Condition        Report By
 HA1349  HISTORY     - 1976     MONUMENTED       NGS
 HA1349  HISTORY     - 1976     GOOD             CGS
 HA1349  HISTORY     - 19931205 GOOD             NGS
 HA1349  HISTORY     - 19940210 GOOD
 HA1349  HISTORY     - 19970902 GOOD             NGS
 HA1349  HISTORY     - 20010919 GOOD             KYDT
 HA1349  HISTORY     - 20030111 GOOD             WOOLPT
 HA1349
 HA1349                          STATION DESCRIPTION
 HA1349
 HA1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HA1349'THE UNDERGROUND STATION MARK WAS FOUND AFTER A LONG SEARCH.  THE
 HA1349'SURFACE STATION MARK WAS FOUND TO HAVE BEEN UPROOTED BY THE
 HA1349'PROPERTY OWNER AND RESET IN THE WRONG PLACE.  BOTH REFERENCE MARKS
 HA1349'WERE FOUND IN GOOD CONDITION BUT COVERED AND HARD TO LOCATED.  A
 HA1349'NEW SURFACE STATION MARK WAS SET AND 2 NEW REFERENCE MARKS WERE SET
 HA1349'TO HELP IN LATER RECOVERY OF THE STATION.  THE DISTANCE AND
 HA1349'DIRECTION TO THE REFERENCE MARKS CHECKED.  A NEW DESCRIPTION
 HA1349'FOLLOWS--THE AZIMUTH MARK WAS ALSO FOUND IN GOOD CONDITION.
 HA1349'
 HA1349'THE STATION IS LOCATED ON THE PROPERTY OF MR. W.D. MARTIN, 37 FEET
 HA1349'SOUTH OF A 48 INCH OAK TREE, 59 FEET WEST OF A 24 INCH HICKORY TREE,
 HA1349'58 FEET NORTH OF THE NORTH CORNER OF HOUSE, 21 FEET NORTH OF A 4
 HA1349'INCH PINE TREE, 80 FEET NORTHEAST OF A 36 INCH MAPLE TREE, 44 FEET
 HA1349'EAST OF A UTILITY POLE AND 98 FEET EAST OF A 30 INCH HICKORY
 HA1349'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BRUNER 1950
 HA1349'1976.
 HA1349'
 HA1349'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 144 AND
 HA1349'86 AT UNION STAR, GO EASTERLY ON HIGHWAY 144 FOR 2.95 MILES TO A
 HA1349'DRIVEWAY LEFT.  TURN LEFT AND GO UPHILL ON THE DRIVEWAY FOR 0.1
 HA1349'MILE TO THE STATION.
 HA1349'
 HA1349'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EASTERLY ON THE
 HA1349'HIGHWAY FOR 1.15 MILES TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 HA1349'NORTHERLY ON THE PAVED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 HA1349'RIGHT.
 HA1349'
 HA1349'REFERENCE MARK 1 IS 46 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 HA1349'HOUSE, 19 FEET WEST OF A 36 INCH MAPLE TREE AND 57 FEET SOUTH OF
 HA1349'THE 30 INCH HICKORY TREE.  THE MONUMENT IS 2 INCHES UNDERGROUND AND
 HA1349'THE DISK IS STAMPED BRUNER NO 1 1950.
 HA1349'
 HA1349'REFERENCE MARK 2 IS 52 FEET NORTH OF THE 30 INCH HICKORY TREE, 24
 HA1349'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE GARAGE, 19 FEET
 HA1349'SOUTHEAST OF A FENCE LINE AND GATE POST, 7 FEET SOUTHWEST OF THE
 HA1349'CENTERLINE OF A DRIVEWAY AND 50 FEET NORTHWEST OF UTILITY POLE.
 HA1349'THE MONUMENT IS 3 INCHES UNDERGROUND AND THE DISK IS STAMPED
 HA1349'BRUNER NO 2 1950.
 HA1349'
 HA1349'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 HA1349'BRUNER 1950 NO 3 1976, PROJECTING 4 INCHES, 37 FEET EAST OF THE 48
 HA1349'INCH OAK TREE, 12 FEET EAST OF THE CENTERLINE OF A DRIVEWAY AND 54
 HA1349'FEET NORTHWEST OF THE 24 INCH HICKORY TREE.
 HA1349'
 HA1349'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 HA1349'BRUNER 1950 NO 4 1976, PROJECTING 3 INCHES AND 1 FOOT SOUTHEAST OF
 HA1349'THE SOUTHWEST CORNER OF THE GARAGE.
 HA1349'
 HA1349'NOTE--REFERENCE MARKS 3 AND 4 HAVE BUILT IN MAGNETS.
 HA1349'
 HA1349'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 HA1349'NORTHEAST OF UNION STAR.
 HA1349'
 HA1349'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HA1349
 HA1349                          STATION RECOVERY (1976)
 HA1349
 HA1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1976
 HA1349'RECOVERED IN GOOD CONDITION.
 HA1349
 HA1349                          STATION RECOVERY (1993)
 HA1349
 HA1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HA1349'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) SOUTHWEST OF
 HA1349'BRANDENBURG, 5.0 MI (8.0 KM) EAST OF THE OHIO RIVER, 2.0 MI (3.2 KM)
 HA1349'NORTHEAST OF UNION STAR, BETWEEN THE HOUSE AND A GRAVEL DRIVEWAY.
 HA1349'OWNERSHIP--D.M. MARTIN.  PHONE 502-547-7606 BEFORE OCCUPATION FOR
 HA1349'PERMISSION.
 HA1349'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 144 AND STATE
 HA1349'HIGHWAY 86 AT UNION STAR, GO EASTERLY ON HIGHWAY 144 FOR 2.95 MI
 HA1349'(4.75 KM) TO A GRAVEL DRIVEWAY SHARP LEFT.  TURN LEFT AND GO UPHILL
 HA1349'ON THE GRAVEL DRIVE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT
 HA1349'JUST NORTH OF THE PINE TREE AND ON THE EDGE OF THE GRASS YARD AND
 HA1349'GRAVEL DRIVEWAY.
 HA1349'LOCATED 17.6 M (57.7 FT) NORTH FROM THE NORTH CORNER OF THE HOUSE,
 HA1349'12.6 M (41.3 FT) EAST FROM A UTILITY POLE, 6.4 M (21.0 FT) NORTH OF A
 HA1349'10 INCH PINE TREE AND 3.5 M (11.5 FT) SOUTH FROM THE CENTER OF A
 HA1349'GRAVEL DRIVE.
 HA1349'NOTE, CALL BEFORE OCCUPATION.
 HA1349
 HA1349                          STATION RECOVERY (1994)
 HA1349
 HA1349'RECOVERED 1994
 HA1349'RECOVERED IN GOOD CONDITION.
 HA1349
 HA1349                          STATION RECOVERY (1997)
 HA1349
 HA1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HA1349'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) SOUTHWEST OF
 HA1349'BRANDENBURG, 5.0 MI (8.0 KM) EAST OF THE OHIO RIVER, 2.0 MI (3.2 KM)
 HA1349'NORTHEAST OF UNION STAR, BETWEEN THE HOUSE AND A GRAVEL DRIVEWAY.
 HA1349'OWNERSHIP--MR. KING, PHONE 502-547-6702.  CALL FOR PERMISSION BEFORE
 HA1349'OCCUPATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HA1349'144 AND STATE HIGHWAY 86 AT UNION STAR, GO EASTERLY ON HIGHWAY 144 FOR
 HA1349'2.95 MI (4.75 KM) TO A GRAVEL DRIVEWAY SHARP LEFT.  TURN LEFT AND GO
 HA1349'UPHILL ON THE GRAVEL DRIVE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 HA1349'LEFT JUST NORTH OF THE PINE TREE AND ON THE EDGE OF THE GRASS YARD AND
 HA1349'GRAVEL DRIVEWAY.  LOCATED 17.6 M (57.7 FT) NORTH FROM THE NORTH CORNER
 HA1349'OF THE HOUSE, 12.6 M (41.3 FT) EAST FROM A UTILITY POLE, 6.4 M (21.0
 HA1349'FT) NORTH OF A 10-INCH PINE TREE AND 3.5 M (11.5 FT) SOUTH FROM THE
 HA1349'CENTER OF A GRAVEL DRIVE.  NOTE--DATA BASE ERRONEOUSLY REPORTS YEAR
 HA1349'1976 IN STAMPING.  YEAR STAMPED IS 1975.
 HA1349
 HA1349                          STATION RECOVERY (2001)
 HA1349
 HA1349'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HA1349'A FENCE AROUND YARD HAS BEEN ERECTED AND IS WITHIN A FOOT OF THIS
 HA1349'MARK. MAYBE DIFFICULT TO OCCUPY FOR GPS OBSERVATIONS.
 HA1349
 HA1349                          STATION RECOVERY (2003)
 HA1349
 HA1349'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HA1349'RECOVERED AS DESCRIBED WITH THESE ADDITIONS...
 HA1349' 
 HA1349'PHONE AREA CODE HAS CHANGED, FARM MANAGER PHONE NUMBER IS NOW
 HA1349'270-547-6702.
 HA1349' 
 HA1349'STATION IS 34 FT NE OF A SERVICE POLE, 2.2 FT SE OF BLACK WOOD FENCE
 HA1349'CORNER, 57.7 FT NW OF  THE NE CORNER OF A GREEN AND WHITE 2 STORY
 HA1349'FRAME HOUSE, 21.1 FT NE OF A 14 INCH DIAMETER  PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3619 ***********************************************************************
 GA3619  DESIGNATION -  BRUSH
 GA3619  PID         -  GA3619
 GA3619  STATE/COUNTY-  KY/KNOX
 GA3619  USGS QUAD   -  ARTEMUS (1974)
 GA3619
 GA3619                         *CURRENT SURVEY CONTROL
 GA3619  ___________________________________________________________________
 GA3619* NAD 83(1993)-  36 49 06.29180(N)    083 50 56.22126(W)     ADJUSTED  
 GA3619* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 GA3619  ___________________________________________________________________
 GA3619  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 GA3619  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GA3619
 GA3619  HORZ ORDER  -  SECOND
 GA3619
 GA3619.The horizontal coordinates were established by classical geodetic methods
 GA3619.and adjusted by the National Geodetic Survey in December 1995..
 GA3619
 GA3619.The orthometric height was scaled from a topographic map.
 GA3619
 GA3619.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3619
 GA3619.The geoid height was determined by GEOID03.
 GA3619
 GA3619;                    North         East     Units Scale Factor Converg.
 GA3619;SPC KY1Z     - 1,055,565.776 1,669,617.953   MT  1.00007392   +1 10 01.8
 GA3619;SPC KY1Z     - 3,463,135.38  5,477,738.23   sFT  1.00007392   +1 10 01.8
 GA3619;SPC KY S     -   555,537.653   669,603.267   MT  0.99998565   +1 09 10.5
 GA3619;SPC KY S     - 1,822,626.45  2,196,856.72   sFT  0.99998565   +1 09 10.5
 GA3619;UTM  17      - 4,078,516.771   245,880.326   MT  1.00039564   -1 42 29.6
 GA3619
 GA3619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3619!SPC KY1Z     -   0.99991754  x   1.00007392  =   0.99999146
 GA3619!SPC KY S     -   0.99991754  x   0.99998565  =   0.99990319
 GA3619!UTM  17      -   0.99991754  x   1.00039564  =   1.00031315
 GA3619
 GA3619|---------------------------------------------------------------------|
 GA3619| PID    Reference Object                     Distance      Geod. Az  |
 GA3619|                                                           dddmmss.s |
 GA3619| DB8846 BRUSH RM 1                           11.556 METERS 06109     |
 GA3619| DB8847 BRUSH RM 2                            6.420 METERS 10402     |
 GA3619| GA3622 HOOKER USGS 1950                      0.720 METERS 15640     |
 GA3619| GA2735 ARTEMUS                             APPROX. 2.9 KM 3251230.2 |
 GA3619| GA3620 RICHLAND COAL CO WATER TANK         APPROX. 3.6 KM 3260713.4 |
 GA3619| GA2732 ARTEMUS AZ MK                       APPROX. 2.3 KM 3400721.9 |
 GA3619|---------------------------------------------------------------------|
 GA3619
 GA3619                          SUPERSEDED SURVEY CONTROL
 GA3619
 GA3619  NAD 83(1993)-  36 49 06.29721(N)    083 50 56.22525(W) AD(       ) 2
 GA3619  NAD 83(1986)-  36 49 06.30002(N)    083 50 56.22497(W) AD(       ) 2
 GA3619  NAD 27      -  36 49 05.98900(N)    083 50 56.50400(W) AD(       ) 2
 GA3619
 GA3619.Superseded values are not recommended for survey control.
 GA3619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3619.See file dsdata.txt to determine how the superseded data were derived.
 GA3619
 GA3619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4588078517(NAD 83)
 GA3619_MARKER: DS = TRIANGULATION STATION DISK
 GA3619_SETTING: 0 = UNSPECIFIED SETTING
 GA3619
 GA3619  HISTORY     - Date     Condition        Report By
 GA3619  HISTORY     - 1950     MONUMENTED       CGS
 GA3619  HISTORY     - 1963     MARK NOT FOUND   USDA
 GA3619  HISTORY     - 1972     GOOD             NGS
 GA3619
 GA3619                          STATION DESCRIPTION
 GA3619
 GA3619'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3619'STATION IS LOCATED ON A HIGH POINTED HILL ABOUT 4.5 MILES SOUTHEAST
 GA3619'OF BARBOURVILLE AND
 GA3619'ON LAND OWNED BY JOHN HENDRICKS.  IT IS ON THE
 GA3619'HIGHEST POINT OF THE HILL AND 7
 GA3619'FEET NORTHEAST OF A WHITE WITNESS
 GA3619'POST.  THE MARK IS A 6 INCH CAST IRON PIPE FLUSH
 GA3619'WITH THE GROUND WITH
 GA3619'A DISK CEMENTED IN THE TOP STAMPED BRUSH 1950.
 GA3619'
 GA3619'REFERENCE MARK NO. 1 IS IN THE SAME BOULDER AS HOOKER (USGS)
 GA3619'REFERENCE NO.2 (DRILL
 GA3619'HOLE).  THE DISK IS SET FLUSH IN A DRILL HOLE IN A LARGE
 GA3619'BOULDER THAT PROJECTS
 GA3619'ABOUT 2 FEET ABOVE THE GROUND AND IS STAMPED
 GA3619'BRUSH NO 1 1950.
 GA3619'
 GA3619'REFERENCE MARK NO. 2 IS SET IN THE DRILL HOLE IN A LARGE BOULDER THAT
 GA3619'PROJECTS ABOUT 2 FEET AND
 GA3619'THE DISK IS STAMPED BRUSH NO 2 1950.  (NOTE- THERE
 GA3619'IS A DRILL HOLE ABOUT 3 INCHES DEEP
 GA3619'IN THE SAME BOULDER THAT MAY BE
 GA3619'ANOTHER REFERENCE TO HOOKER (USGS).
 GA3619'
 GA3619'HOOKER (USGS) IS A DRILL HOLE 3 INCHES DEEP IN A SQUARE, FLAT SAND
 GA3619'STONE BOULDER FLUSH
 GA3619'WITH THE GROUND.
 GA3619'
 GA3619'STATION ARTEMUS AND RICHLAND COAL CO. WATER TANK CAN BE USED AS AN
 GA3619'AZIMUTH MARK.
 GA3619'
 GA3619'TO REACH THE STATION FROM THE PUBLIC SQUARE IN BARBOURVILLE, GO
 GA3619'SOUTHEAST ON STATE
 GA3619'HIGHWAY 11 FOR 1.2 MILES TO A T-ROAD LEFT, TURN LEFT AND GO 2.5
 GA3619'MILES TO A FORK, TURN
 GA3619'RIGHT AND 0.2 MILE TO ANOTHER FORK, KEEP
 GA3619'STRAIGHT AHEAD ON LEFT FORK AND GO ON
 GA3619'DIRT ROAD AND CREEK BED FOR 0.9
 GA3619'MILE TO THE SECOND HOUSE ON THE LEFT AND END OF TRUCK
 GA3619'TRAVEL.  FROM
 GA3619'HERE GO LEFT THROUGH GATE, TURN LEFT AND PASS THE BARN ON THE RIGHT
 GA3619'AND GO ABOUT 500
 GA3619'FEET TO A LARGE BEECH TREE WITH AN ARROW POINTING UP
 GA3619'HILL, TURN RIGHT UP HILL ABOUT 100
 GA3619'FEET TO A WIDE TRAIL, CONTINUE UP
 GA3619'HILL ABOUT 0.3 MILE TO A FORK IN THE TRAIL AND A
 GA3619'TRIANGLE BLAZED ON A
 GA3619'10 INCH OAK TREE, TAKE LEFT TRAIL AND GO ABOUT 0.3 MILE TO A
 GA3619'FENCELINE, BEAR
 GA3619'LEFT AND FOLLOW FENCE ABOUT 0.1 MILE TO THE RIDGE,
 GA3619'CROSS FENCE AND FOLLOW FOOT PATH
 GA3619'UP HILL TO THE POINT OF THE RIDGE
 GA3619'AND STATION AS DESCRIBED.  (ABOUT 45 MINUTE PACK.)
 GA3619'
 GA3619'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 GA3619
 GA3619                          STATION RECOVERY (1963)
 GA3619
 GA3619'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1963 (FLS)
 GA3619'STATION DESTROYED.  LOCATED REFERENCE MARKS NO. 1 AND NO. 2.
 GA3619
 GA3619                          STATION RECOVERY (1972)
 GA3619
 GA3619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GA3619'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GA3619'THE STATION MARK
 GA3619'WAS REPORTED AS BEING DESTROYED BUT THIS WAS FOUND
 GA3619'TO BE FALSE.  THE DISTANCE TO THE
 GA3619'REFERENCE MARKS CHECKED.  THE DIRECTION TO THE REFERENCE MARKS WERE
 GA3619'FOUND TO BE GROSSLY IN ERROR AS WAS THE DIRECTION TO HOOKER USGS.
 GA3619'THE DISTANCE TO HOOKER WAS ALSO
 GA3619'FOUND TO BE IN ERROR.  IT IS THE OPINION OF THIS PARTY THAT THE
 GA3619'PREVIOUS OBSERVATIONS ON THE REFERENCE MARKS WERE IN ERROR AND THAT
 GA3619'THE STATION MARK IS IN ITS
 GA3619'ORIGINAL POSITION AND THIS WAS VERIFIED BY
 GA3619'MR.  BROWN WHO NOW OWNS THE PROPERTY AND HAS
 GA3619'HAD A TV TOWER ON THIS
 GA3619'HILL FOR SEVERAL YEARS.  A NEW DESCRIPTION FOLLOWS-
 GA3619'
 GA3619'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH POINTED HILL,
 GA3619'42 FEET SOUTHWEST
 GA3619'OF THE NORTHWEST CORNER OF A CONCRETE BLOCK TV
 GA3619'CONTROL SHACK, 9 FEET NORTHEAST OF
 GA3619'TV CABLE MAST AND ON THE PROPERTY
 GA3619'OF THE BROWN CABLE TV SYSTEM.  THE MARK IS A 6 INCH
 GA3619'CAST IRON, FILLED
 GA3619'WITH CONCRETE, FLUSH WITH THE GROUND, WITH A STANDARD DISK SET IN THE
 GA3619'TOP AND STAMPED BRUSH 1950.
 GA3619'
 GA3619'TO REACH THE STATION FROM THE KNOX COUNTY COURTHOUSE IN THE CENTER OF
 GA3619'BARBOURVILLE, GO
 GA3619'SOUTHEAST ON STATE HIGHWAY 11 FOR 1.2 MILES TO A
 GA3619'SIDE ROAD LEFT.  TURN LEFT ON THE
 GA3619'ROAD AND GO FOR 2.5 MILES TO A ROAD
 GA3619'FORK.  TAKE THE RIGHT FORK FOR 200 FEET TO ANOTHER
 GA3619'FORK.  TAKE THE
 GA3619'LEFT FOR FOR 0.9 MILE TO A HOUSE ON THE LEFT AND THE END OF TRUCK
 GA3619'TRAVEL IN WET
 GA3619'WEATHER.  FROM THIS POINT A 4 WHEEL DRIVE VEHICLE CAN
 GA3619'BE DRIVEN ON GRADED ROAD FOR
 GA3619'ABOUT 1 MILE TO THE TOP OF HILL AND STATION.
 GA3619'
 GA3619'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BRUSH NO 1 1950 SET IN A
 GA3619'DRILL HOLE IN TOP
 GA3619'OF A 2-1/2 X 6 FOOT SANDSTONE ROCK WHICH PROJECTS
 GA3619'ABOUT 1-1/2 FEET ABOVE THE GROUND, 4
 GA3619'FEET WEST OF THE SOUTHWEST
 GA3619'CORNER OF THE SHACK AND ABOUT 4 FEET LOWER IN ELEVATION
 GA3619'THAN THE STATION MARK.
 GA3619'
 GA3619'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BRUSH NO 2 1950 SET IN A
 GA3619'DRILL HOLE IN A 24
 GA3619'INCH TRIANGULAR SHAPED BOULDER THAT PROJECTS ABOUT
 GA3619'1-1/2 FEET ABOVE THE GROUND, 27 FEET
 GA3619'EAST OF THE MAST, 29 FEET
 GA3619'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SHACK AND
 GA3619'ABOUT 4 FEET LOWER
 GA3619'IN ELEVATION THAN THE STATION MARK.
 GA3619'
 GA3619'HOOKER (USGS) IS A 1 INCH DRILL HOLE 3 INCHES DEEP IN A FLAT
 GA3619'SANDSTONE BOULDER
 GA3619'FLUSH WITH THE GROUND.
 GA3619'
 GA3619'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2991 ***********************************************************************
 GZ2991  DESIGNATION -  BRUSH
 GZ2991  PID         -  GZ2991
 GZ2991  STATE/COUNTY-  KY/CASEY
 GZ2991  USGS QUAD   -  LIBERTY (1979)
 GZ2991
 GZ2991                         *CURRENT SURVEY CONTROL
 GZ2991  ___________________________________________________________________
 GZ2991* NAD 83(1993)-  37 20 17.90982(N)    084 56 18.53825(W)     ADJUSTED  
 GZ2991* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 GZ2991  ___________________________________________________________________
 GZ2991  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 GZ2991  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GZ2991
 GZ2991  HORZ ORDER  -  THIRD
 GZ2991
 GZ2991.The horizontal coordinates were established by classical geodetic methods
 GZ2991.and adjusted by the National Geodetic Survey in December 1995..
 GZ2991
 GZ2991.The orthometric height was scaled from a topographic map.
 GZ2991
 GZ2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2991
 GZ2991.The geoid height was determined by GEOID03.
 GZ2991
 GZ2991;                    North         East     Units Scale Factor Converg.
 GZ2991;SPC KY1Z     - 1,111,848.361 1,571,908.619   MT  0.99994875   +0 29 53.7
 GZ2991;SPC KY1Z     - 3,647,789.16  5,157,170.19   sFT  0.99994875   +0 29 53.7
 GZ2991;SPC KY S     -   611,835.023   571,908.400   MT  0.99994540   +0 29 31.8
 GZ2991;SPC KY S     - 2,007,328.74  1,876,336.14   sFT  0.99994540   +0 29 31.8
 GZ2991;UTM  16      - 4,134,396.212   682,620.352   MT  1.00001083   +1 15 02.5
 GZ2991
 GZ2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2991!SPC KY1Z     -   0.99995388  x   0.99994875  =   0.99990263
 GZ2991!SPC KY S     -   0.99995388  x   0.99994540  =   0.99989928
 GZ2991!UTM  16      -   0.99995388  x   1.00001083  =   0.99996471
 GZ2991
 GZ2991:                Primary Azimuth Mark                     Grid Az
 GZ2991:SPC KY1Z     -  BRUSH AZ MK                              074 32 28.6
 GZ2991:SPC KY S     -  BRUSH AZ MK                              074 32 50.5
 GZ2991:UTM  16      -  BRUSH AZ MK                              073 47 19.8
 GZ2991
 GZ2991|---------------------------------------------------------------------|
 GZ2991| PID    Reference Object                     Distance      Geod. Az  |
 GZ2991|                                                           dddmmss.s |
 GZ2991| DB8848 BRUSH AZ MK                                        0750222.3 |
 GZ2991| DB8849 BRUSH RM 1                           31.236 METERS 16342     |
 GZ2991| DB8850 BRUSH RM 2                           37.042 METERS 25515     |
 GZ2991|---------------------------------------------------------------------|
 GZ2991
 GZ2991                          SUPERSEDED SURVEY CONTROL
 GZ2991
 GZ2991  NAD 83(1986)-  37 20 17.91971(N)    084 56 18.54579(W) AD(       ) 3
 GZ2991  NAD 27      -  37 20 17.65900(N)    084 56 18.70300(W) AD(       ) 3
 GZ2991
 GZ2991.Superseded values are not recommended for survey control.
 GZ2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2991.See file dsdata.txt to determine how the superseded data were derived.
 GZ2991
 GZ2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG8262034396(NAD 83)
 GZ2991_MARKER: DS = TRIANGULATION STATION DISK
 GZ2991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2991
 GZ2991  HISTORY     - Date     Condition        Report By
 GZ2991  HISTORY     - 1951     MONUMENTED       CGS
 GZ2991
 GZ2991                          STATION DESCRIPTION
 GZ2991
 GZ2991'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2991'STATION IS LOCATED ABOUT 1.5 MILES NORTH OF LIBERTY ON THE EAST SIDE
 GZ2991'OF STATE HIGHWAY 49 ON LAND OWNED BY MR. W.C.  CARMAN. IT IS 85
 GZ2991'FEET EAST OF THE CENTER OF STATE HIGHWAY 49, 46 FEET NORTH OF THE
 GZ2991'CENTER OF GRAVELED DRIVEWAY, 10 FEET SOUTH OF FENCE LINE AND 10 FEET
 GZ2991'WEST OF WHITE WITNESS POST AND FENCE LINE. THE MARK IS SET FLUSH WITH
 GZ2991'THE GROUND AND THE DISK STAMPED BRUSH 1951.
 GZ2991'
 GZ2991'REFERENCE MARK NO. 1 IS 17 FEET WEST OF THE CENTER OF GRAVELED
 GZ2991'DRIVEWAY AND 1 FOOT EAST OF FENCE LINE. THE MARK IS SET FLUSH WITH
 GZ2991'THE GROUND AND THE DISK STAMPED BRUSH NO 1 1951.
 GZ2991'
 GZ2991'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE CENTER OF HIGHWAY 49, 6
 GZ2991'FEET NORTH OF FENCE CORNER AND 1 FOOT EAST OF FENCE LINE. THE MARK
 GZ2991'IS SET FLUSH WITH THE GROUND AND THE DISK STAMPED BRUSH NO 2 1951.
 GZ2991'
 GZ2991'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE CENTER OF GRAVELED ROAD, 1
 GZ2991'FOOT WEST OF FENCE LINE AND 1 FOOT NORTH OF A WHITE WITNESS POST.
 GZ2991'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK STAMPED BRUSH
 GZ2991'1951.
 GZ2991'
 GZ2991'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35, 49 AND 70
 GZ2991'AT THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN LIBERTY, GO
 GZ2991'NORTH ON HIGHWAY 35 AND 49 FOR 0.1 MILE TO WHERE HIGHWAY 49 BEARS
 GZ2991'LEFT, BEAR LEFT ON HIGHWAY 49 FOR 1.55 MILES TO GRAVELED DRIVEWAY
 GZ2991'RIGHT, TURN RIGHT FOR 85 FEET TO THE STATION ON THE LEFT IN FENCE
 GZ2991'CORNER AS DESCRIBED.
 GZ2991'
 GZ2991'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 49
 GZ2991'FOR 0.05 MILE TO GRAVELED SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW
 GZ2991'WINDING ROAD EAST FOR 0.5 MILE TO THE MARK ON THE RIGHT JUST SOUTH OF
 GZ2991'A LARGE TOBACCO BARN AS DESCRIBED.
 GZ2991'
 GZ2991'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5166 ***********************************************************************
 AC5166  SACS        -  This is a Secondary Airport Control Station.
 AC5166  DESIGNATION -  BRY A
 AC5166  PID         -  AC5166
 AC5166  STATE/COUNTY-  KY/NELSON
 AC5166  USGS QUAD   -  BARDSTOWN (1987)
 AC5166
 AC5166                         *CURRENT SURVEY CONTROL
 AC5166  ___________________________________________________________________
 AC5166* NAD 83(1993)-  37 48 53.72554(N)    085 29 55.28009(W)     ADJUSTED  
 AC5166* NAVD 88     -       197.78   (meters)     648.9    (feet)  GPS OBS   
 AC5166  ___________________________________________________________________
 AC5166  X           -     395,955.367 (meters)                     COMP
 AC5166  Y           -  -5,029,618.519 (meters)                     COMP
 AC5166  Z           -   3,889,336.617 (meters)                     COMP
 AC5166  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AC5166  ELLIP HEIGHT-         164.32  (meters)          (01/09/97) GPS OBS
 AC5166  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AC5166
 AC5166  HORZ ORDER  -  FIRST
 AC5166  ELLP ORDER  -  FOURTH    CLASS I
 AC5166
 AC5166.This mark is at Samuels Field Airport (BRY)
 AC5166
 AC5166.The horizontal coordinates were established by GPS observations
 AC5166.and adjusted by the National Geodetic Survey in January 1997..
 AC5166
 AC5166.The orthometric height was determined by GPS observations and a
 AC5166.high-resolution geoid model.
 AC5166
 AC5166.GPS derived orthometric heights for airport stations designated as
 AC5166.PACS or SACS are published to 2 decimal places.  This maintains
 AC5166.centimeter relative accuracy between the PACS and SACS.  It does
 AC5166.not indicate centimeter accuracy relative to other marks which are
 AC5166.part of the NAVD 88 network.
 AC5166
 AC5166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5166
 AC5166.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5166
 AC5166.The ellipsoidal height was determined by GPS observations
 AC5166.and is referenced to NAD 83.
 AC5166
 AC5166.The geoid height was determined by GEOID03.
 AC5166
 AC5166;                    North         East     Units Scale Factor Converg.
 AC5166;SPC KY1Z     - 1,164,460.168 1,522,126.512   MT  0.99990552   +0 09 15.5
 AC5166;SPC KY1Z     - 3,820,399.73  4,993,843.40   sFT  0.99990552   +0 09 15.5
 AC5166;SPC KY S     -   664,452.181   522,128.173   MT  0.99998053   +0 09 08.7
 AC5166;SPC KY S     - 2,179,956.86  1,713,015.51   sFT  0.99998053   +0 09 08.7
 AC5166;UTM  16      - 4,186,342.365   632,145.468   MT  0.99981508   +0 55 14.2
 AC5166
 AC5166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5166!SPC KY1Z     -   0.99997422  x   0.99990552  =   0.99987974
 AC5166!SPC KY S     -   0.99997422  x   0.99998053  =   0.99995475
 AC5166!UTM  16      -   0.99997422  x   0.99981508  =   0.99978930
 AC5166
 AC5166:                Primary Azimuth Mark                     Grid Az
 AC5166:SPC KY1Z     -  SAMPORT                                  202 11 27.8
 AC5166:SPC KY S     -  SAMPORT                                  202 11 34.6
 AC5166:UTM  16      -  SAMPORT                                  201 25 29.1
 AC5166
 AC5166|---------------------------------------------------------------------|
 AC5166| PID    Reference Object                     Distance      Geod. Az  |
 AC5166|                                                           dddmmss.s |
 AC5166| GZ3048 SAMPORT                             414.855 METERS 2022043.3 |
 AC5166|---------------------------------------------------------------------|
 AC5166
 AC5166                          SUPERSEDED SURVEY CONTROL
 AC5166
 AC5166.No superseded survey control is available for this station.
 AC5166
 AC5166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG3214586342(NAD 83)
 AC5166_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5166_SETTING: 66 = SET IN ROCK OUTCROP
 AC5166_STAMPING: BRY A 1995
 AC5166_MARK LOGO: NGS   
 AC5166_PROJECTION: FLUSH
 AC5166_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5166+STABILITY: POSITION/ELEVATION WELL
 AC5166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5166+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1996
 AC5166_ROD/PIPE-DEPTH:  0.9 meters
 AC5166
 AC5166  HISTORY     - Date     Condition        Report By
 AC5166  HISTORY     - 1995     MONUMENTED       LOWE
 AC5166  HISTORY     - 19960811 GOOD             NGS
 AC5166
 AC5166                          STATION DESCRIPTION
 AC5166
 AC5166'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5166'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF BARDSTOWN, ABOUT
 AC5166'0.3 KM (0.20 MI) EAST OF SYMPSON LAKE AND ABOUT 0.2 KM (0.10 MI) NORTH
 AC5166'AND WEST OF U.S.  HIGHWAY 62 AT SAMUELS FIELD AIRPORT IN BARDSTOWN,
 AC5166'KY.  PHONE 502-349-1996.  AIRPORT MANAGER IS LARRY HAUSCHEN.  VOICE OR
 AC5166'DIGITAL BEEPER IS 502 672-3543.  TO REACH THE STATION FROM THE
 AC5166'COURTHOUSE IN BARDSTOWN AND JUNCTIONS OF U.S.  HIGHWAYS 62, 31E, AND
 AC5166'150, GO NORTH AND WEST FOR 3.14 KM (1.95 MI) ON U.S.  HIGHWAY 62
 AC5166'(STEPHEN FOSTER ROAD) , TO A PAVED ROAD RIGHT AND AIRPORT.  TURN RIGHT
 AC5166'AND GO NORTHEAST 0.16 KM (0.10 MI) TO A CHAIN LINK FENCE AND THE
 AC5166'AIRPORT OFFICE AND GATE ON LEFT.  GO THROUGH THE MAIN GATE, PASSING
 AC5166'OVER THE AIRCRAFT TIE DOWN AREA TO THE RAMP LEADING TO THE TAXIWAY.
 AC5166'TURN RIGHT ON THE TAXIWAY AND GO EAST.0.64 KM TO STATION ON LEFT JUST
 AC5166'BEFORE CENTRAL CROSSOVER TAXIWAY.  THE STATION IS THE CENTER OF A 0.05
 AC5166'M (0.16 FT) SURVEY DISK SET INTO THE TOP OF A 1 LONG FENO PIPE ENCASED
 AC5166'IN A 0.16 M (0.52 FT) PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY
 AC5166'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AC5166'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AC5166'STATION IS 56.1 M (184.1 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 AC5166'THE RAMP CONNECTING THE RUNWAY AND TAXIWAY.  51.8 M (169.9 FT)
 AC5166'EAST-SOUTHEAST FROM THE CENTERLINE OF RUNWAY.  22.8 M (74.8 FT)
 AC5166'WEST-NORTHWEST FROM THE CENTERLINE OF TAXIWAY.  THIS STATION IS A
 AC5166'SECONDARY AIRPORT CONTROL STATION.
 AC5166
 AC5166                          STATION RECOVERY (1996)
 AC5166
 AC5166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 AC5166'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  STATION IS A
 AC5166'HORIZONTAL CONTROL DISK SET IN A DRILL HOLE IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1460 ***********************************************************************
 GB1460  DESIGNATION -  BRYAN
 GB1460  PID         -  GB1460
 GB1460  STATE/COUNTY-  KY/RUSSELL
 GB1460  USGS QUAD   -  CREELSBORO (1982)
 GB1460
 GB1460                         *CURRENT SURVEY CONTROL
 GB1460  ___________________________________________________________________
 GB1460* NAD 83(1993)-  36 55 19.30446(N)    085 12 35.20835(W)     ADJUSTED  
 GB1460* NAVD 88     -       322.387  (meters)    1057.70   (feet)  ADJUSTED  
 GB1460  ___________________________________________________________________
 GB1460  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 GB1460  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GB1460  DYNAMIC HT  -         322.121 (meters)    1056.83  (feet)  COMP
 GB1460  MODELED GRAV-     979,795.7   (mgal)                       NAVD 88
 GB1460
 GB1460  HORZ ORDER  -  SECOND
 GB1460  VERT ORDER  -  SECOND    CLASS 0
 GB1460
 GB1460.The horizontal coordinates were established by classical geodetic methods
 GB1460.and adjusted by the National Geodetic Survey in December 1995..
 GB1460
 GB1460.The orthometric height was determined by differential leveling
 GB1460.and adjusted by the National Geodetic Survey in June 1991..
 GB1460
 GB1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1460
 GB1460.The geoid height was determined by GEOID03.
 GB1460
 GB1460.The dynamic height is computed by dividing the NAVD 88
 GB1460.geopotential number by the normal gravity value computed on the
 GB1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1460.degrees latitude (g = 980.6199 gals.).
 GB1460
 GB1460.The modeled gravity was interpolated from observed gravity values.
 GB1460
 GB1460;                    North         East     Units Scale Factor Converg.
 GB1460;SPC KY1Z     - 1,065,476.725 1,548,136.709   MT  1.00004250   +0 19 54.0
 GB1460;SPC KY1Z     - 3,495,651.56  5,079,178.52   sFT  1.00004250   +0 19 54.0
 GB1460;SPC KY S     -   565,467.223   548,133.279   MT  0.99997111   +0 19 39.4
 GB1460;SPC KY S     - 1,855,203.71  1,798,333.93   sFT  0.99997111   +0 19 39.4
 GB1460;UTM  16      - 4,087,719.622   659,456.511   MT  0.99991324   +1 04 32.4
 GB1460
 GB1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1460!SPC KY1Z     -   0.99995429  x   1.00004250  =   0.99999679
 GB1460!SPC KY S     -   0.99995429  x   0.99997111  =   0.99992540
 GB1460!UTM  16      -   0.99995429  x   0.99991324  =   0.99986753
 GB1460
 GB1460:                Primary Azimuth Mark                     Grid Az
 GB1460:SPC KY1Z     -  BRYAN AZ MK                              022 59 33.6
 GB1460:SPC KY S     -  BRYAN AZ MK                              022 59 48.2
 GB1460:UTM  16      -  BRYAN AZ MK                              022 14 55.2
 GB1460
 GB1460|---------------------------------------------------------------------|
 GB1460| PID    Reference Object                     Distance      Geod. Az  |
 GB1460|                                                           dddmmss.s |
 GB1460| GB1458 BRYAN AZ MK                                        0231927.6 |
 GB1460| GB1461 BRYAN RM 1                                         16636     |
 GB1460| GB1459 BRYAN RM 2                                         31607     |
 GB1460|---------------------------------------------------------------------|
 GB1460
 GB1460                          SUPERSEDED SURVEY CONTROL
 GB1460
 GB1460  NAD 83(1986)-  36 55 19.31440(N)    085 12 35.21552(W) AD(       ) 2
 GB1460  NAD 27      -  36 55 19.08200(N)    085 12 35.36600(W) AD(       ) 2
 GB1460  NGVD 29 (??/??/92)  322.530  (m)         1058.17   (f) ADJ UNCH    2 0
 GB1460
 GB1460.Superseded values are not recommended for survey control.
 GB1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1460.See file dsdata.txt to determine how the superseded data were derived.
 GB1460
 GB1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5945787720(NAD 83)
 GB1460_MARKER: DS = TRIANGULATION STATION DISK
 GB1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1460_STAMPING: BRYAN 1951
 GB1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1460+STABILITY: SURFACE MOTION
 GB1460
 GB1460  HISTORY     - Date     Condition        Report By
 GB1460  HISTORY     - 1951     MONUMENTED       CGS
 GB1460  HISTORY     - 1951     GOOD             CGS
 GB1460  HISTORY     - 1958     MARK NOT FOUND   NGS
 GB1460
 GB1460                          STATION DESCRIPTION
 GB1460
 GB1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GB1460'STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF COLUMBIA AND 10 MILES
 GB1460'SOUTHWEST OF JAMESTOWN ON THE PROPERTY OF FRED G. HILL. IT IS 15
 GB1460'FEET NORTH OF A WHITE WITNESS POST AND FENCE LINE. THE MARK IS ABOUT
 GB1460'12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GB1460'BRYAN 1951.
 GB1460'
 GB1460'REFERENCE MARK NO.1 IS 50 FEET WEST OF THE CENTER OF A FARM DRIVEWAY.
 GB1460'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BRYAN NO 1
 GB1460'1951.
 GB1460'
 GB1460'REFERENCE MARK NO.2 IS 1 FOOT NORTH OF A FENCE LINE. THE MARK
 GB1460'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BRYAN NO 2 1951.
 GB1460'
 GB1460'AZIMUTH MARK IS 40 FEET NORTH OF THE CENTER OF A FARM DRIVEWAY AND 1
 GB1460'FOOT WEST OF THE NORTHWEST CORNER OF A BARN. THE MARK IS FLUSH
 GB1460'WITH THE GROUND AND THE DISK IS STAMPED BRYAN 1951.
 GB1460'
 GB1460'TO REACH STATION FROM THE RUSSELL COUNTY COURTHOUSE IN JAMESTOWN, GO
 GB1460'WEST AND SOUTH ON STATE HIGHWAY 35 FOR 5.55 MILES TO THE JUCTION OF
 GB1460'STATE HIGHWAY 55, TURN RIGHT ON HIGHWAY 55 AND GO 2.1 MILES TO A ROAD
 GB1460'FORK, TURN LEFT AND GO 1.0 MILE TO ANOTHER ROAD FORK, BEAR RIGHT
 GB1460'PASSING A SCHOOL HOUSE ON THE LEFT AND GO 0.75 MILE TO THE JUNCTION
 GB1460'OF STATE HIGHWAY 379, KEEP STRAIGHT AHEAD FOR 2.0 MILES TO A T
 GB1460'ROAD, TURN LEFT AND GO 0.3 MILE TO A SIDE ROAD SHARP RIGHT, TURN
 GB1460'SHARP RIGHT AND GO 0.2 MILE TO A SIDE ROAD LEFT JUST BEFORE
 GB1460'REACHING TOP OF A GRADE, TURN LEFT AND GO 0.1 MILE TO FRED G.
 GB1460'HILLS HOUSE ON THE RIGHT, TURN LEFT, DOWN A STEEP GRADE AND GO ABOUT
 GB1460'0.2 MILE TO A SHARP ROAD RIGHT, TURN SHARP RIGHT AND FOLLOW FARM
 GB1460'ROAD THROUGH A GATE FOR ABOUT 0.05 MILE TO THE TOP OF A CULTIVATED
 GB1460'FIELD ON HILLSIDE AND STATION AS DESCRIBED.
 GB1460'
 GB1460'TO REACH AZIMUTH MARK FROM THE STATION, GO TO MR. HILLS HOUSE AND
 GB1460'LARGE BARN AND AZIMUTH MARK NEAR BARN AS DESCRIBED.
 GB1460'
 GB1460'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GB1460
 GB1460                          STATION RECOVERY (1951)
 GB1460
 GB1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GB1460'0.8 MI SW FROM BRYAN.
 GB1460'ABOUT 0.35 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1460'AND ROAD JUNCTION AT BRYAN, THENCE ABOUT 0.15 MILE WEST ALONG A
 GB1460'GRADED ROAD, THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A FARM ROAD,
 GB1460'THENCE ABOUT 0.2 MILE SOUTH-SOUTHWEST ALONG A TRAIL TO THE TOP OF
 GB1460'A RIDGE, ABOUT 0.2 MILE SOUTHWEST OF A FARM HOUSE AND BARN, 15
 GB1460'FEET NORTHEAST OF A FENCE RUNNING NORTHWEST-SOUTHEAST AND
 GB1460'CROSSING RIDGE, 115 1/2 FEET NORTH OF RM NO. 1, 97 FEET
 GB1460'SOUTHEAST OF RM NO. 2, 15 1/2 FEET NORTHEAST OF A WHITE WOODEN
 GB1460'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT 12
 GB1460'INCHES UNDERGROUND.
 GB1460
 GB1460                          STATION RECOVERY (1958)
 GB1460
 GB1460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1458 ***********************************************************************
 GB1458  DESIGNATION -  BRYAN AZ MK
 GB1458  PID         -  GB1458
 GB1458  STATE/COUNTY-  KY/RUSSELL
 GB1458  USGS QUAD   -  CREELSBORO (1982)
 GB1458
 GB1458                         *CURRENT SURVEY CONTROL
 GB1458  ___________________________________________________________________
 GB1458* NAD 83(1986)-  36 55 28.     (N)    085 12 30.     (W)     SCALED    
 GB1458* NAVD 88     -       315.903  (meters)    1036.43   (feet)  ADJUSTED  
 GB1458  ___________________________________________________________________
 GB1458  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GB1458  DYNAMIC HT  -         315.641 (meters)    1035.57  (feet)  COMP
 GB1458  MODELED GRAV-     979,795.6   (mgal)                       NAVD 88
 GB1458
 GB1458  VERT ORDER  -  SECOND    CLASS 0
 GB1458
 GB1458.The horizontal coordinates were scaled from a topographic map and have
 GB1458.an estimated accuracy of +/- 6 seconds.
 GB1458
 GB1458.The orthometric height was determined by differential leveling
 GB1458.and adjusted by the National Geodetic Survey in June 1991..
 GB1458
 GB1458.The geoid height was determined by GEOID03.
 GB1458
 GB1458.The dynamic height is computed by dividing the NAVD 88
 GB1458.geopotential number by the normal gravity value computed on the
 GB1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1458.degrees latitude (g = 980.6199 gals.).
 GB1458
 GB1458.The modeled gravity was interpolated from observed gravity values.
 GB1458
 GB1458;                    North         East    Units  Estimated Accuracy
 GB1458;SPC KY1Z     - 1,065,750.    1,548,260.      MT  (+/- 180 meters Scaled)
 GB1458
 GB1458                          SUPERSEDED SURVEY CONTROL
 GB1458
 GB1458  NGVD 29 (??/??/92)  316.045  (m)         1036.89   (f) ADJ UNCH    2 0
 GB1458
 GB1458.Superseded values are not recommended for survey control.
 GB1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1458.See file dsdata.txt to determine how the superseded data were derived.
 GB1458
 GB1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF595879(NAD 83)
 GB1458_MARKER: DZ = AZIMUTH MARK DISK
 GB1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1458_STAMPING: BRYAN 1951 1036.891
 GB1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1458+STABILITY: SURFACE MOTION
 GB1458
 GB1458  HISTORY     - Date     Condition        Report By
 GB1458  HISTORY     - 1951     MONUMENTED       CGS
 GB1458  HISTORY     - 1958     GOOD             NGS
 GB1458
 GB1458                          STATION DESCRIPTION
 GB1458
 GB1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1458'0.6 MI SW FROM BRYAN.
 GB1458'ABOUT 0.35 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1458'AND ROAD JUNCTION AT BRYAN, THENCE ABOUT 0.15 MILE WEST ALONG
 GB1458'A GRADED ROAD, THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A FARM
 GB1458'ROAD LEADING TO A FARM AND BARN, 2 FEET SOUTH OF THE WEST CORNER
 GB1458'OF BARN AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 GB1458'INCH.
 GB1458
 GB1458                          STATION RECOVERY (1958)
 GB1458
 GB1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1461 ***********************************************************************
 GB1461  DESIGNATION -  BRYAN RM 1
 GB1461  PID         -  GB1461
 GB1461  STATE/COUNTY-  KY/RUSSELL
 GB1461  USGS QUAD   -  CREELSBORO (1982)
 GB1461
 GB1461                         *CURRENT SURVEY CONTROL
 GB1461  ___________________________________________________________________
 GB1461* NAD 83(1986)-  36 55 19.     (N)    085 12 35.     (W)     SCALED    
 GB1461* NAVD 88     -       319.440  (meters)    1048.03   (feet)  ADJUSTED  
 GB1461  ___________________________________________________________________
 GB1461  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GB1461  DYNAMIC HT  -         319.176 (meters)    1047.16  (feet)  COMP
 GB1461  MODELED GRAV-     979,795.7   (mgal)                       NAVD 88
 GB1461
 GB1461  VERT ORDER  -  SECOND    CLASS 0
 GB1461
 GB1461.The horizontal coordinates were scaled from a topographic map and have
 GB1461.an estimated accuracy of +/- 6 seconds.
 GB1461
 GB1461.The orthometric height was determined by differential leveling
 GB1461.and adjusted by the National Geodetic Survey in June 1991..
 GB1461
 GB1461.The geoid height was determined by GEOID03.
 GB1461
 GB1461.The dynamic height is computed by dividing the NAVD 88
 GB1461.geopotential number by the normal gravity value computed on the
 GB1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1461.degrees latitude (g = 980.6199 gals.).
 GB1461
 GB1461.The modeled gravity was interpolated from observed gravity values.
 GB1461
 GB1461;                    North         East    Units  Estimated Accuracy
 GB1461;SPC KY1Z     - 1,065,470.    1,548,140.      MT  (+/- 180 meters Scaled)
 GB1461
 GB1461                          SUPERSEDED SURVEY CONTROL
 GB1461
 GB1461  NGVD 29 (??/??/92)  319.583  (m)         1048.50   (f) ADJ UNCH    2 0
 GB1461
 GB1461.Superseded values are not recommended for survey control.
 GB1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1461.See file dsdata.txt to determine how the superseded data were derived.
 GB1461
 GB1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF594877(NAD 83)
 GB1461_MARKER: DR = REFERENCE MARK DISK
 GB1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1461_STAMPING: BRYAN NO 1 1951
 GB1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1461+STABILITY: SURFACE MOTION
 GB1461
 GB1461  HISTORY     - Date     Condition        Report By
 GB1461  HISTORY     - 1951     MONUMENTED       CGS
 GB1461  HISTORY     - 1958     MARK NOT FOUND   NGS
 GB1461
 GB1461                          STATION DESCRIPTION
 GB1461
 GB1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1461'0.8 MI SW FROM BRYAN.
 GB1461'ABOUT 0.35 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1461'AND ROAD JUNCTION AT BRYAN, THENCE ABOUT 0.15 MILE WEST ALONG A
 GB1461'GRADED ROAD, THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A FARM ROAD,
 GB1461'THENCE ABOUT 0.2 MILE SOUTH-SOUTHWEST ALONG A TRAIL TO THE TOP OF
 GB1461'A RIDGE, 115 1/2 FEET SOUTH OF THE STATION MARK, 38 FEET
 GB1461'SOUTHWEST OF A FENCE RUNNING NORTHWEST-SOUTHEAST AND CROSSING
 GB1461'RIDGE, 51 FEET WEST OF THE CENTER OF A GATE IN THE FENCE, 43
 GB1461'FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL PASSING THRU GATE,
 GB1461'ABOUT 12 FEET ABOVE THE TRAIL, ABOUT 12 FEET BELOW TOP OF RIDGE
 GB1461'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GB1461
 GB1461                          STATION RECOVERY (1958)
 GB1461
 GB1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1459 ***********************************************************************
 GB1459  DESIGNATION -  BRYAN RM 2
 GB1459  PID         -  GB1459
 GB1459  STATE/COUNTY-  KY/RUSSELL
 GB1459  USGS QUAD   -  CREELSBORO (1982)
 GB1459
 GB1459                         *CURRENT SURVEY CONTROL
 GB1459  ___________________________________________________________________
 GB1459* NAD 83(1986)-  36 55 19.     (N)    085 12 35.     (W)     SCALED    
 GB1459* NAVD 88     -       320.949  (meters)    1052.98   (feet)  ADJUSTED  
 GB1459  ___________________________________________________________________
 GB1459  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GB1459  DYNAMIC HT  -         320.684 (meters)    1052.11  (feet)  COMP
 GB1459  MODELED GRAV-     979,795.7   (mgal)                       NAVD 88
 GB1459
 GB1459  VERT ORDER  -  SECOND    CLASS 0
 GB1459
 GB1459.The horizontal coordinates were scaled from a topographic map and have
 GB1459.an estimated accuracy of +/- 6 seconds.
 GB1459
 GB1459.The orthometric height was determined by differential leveling
 GB1459.and adjusted by the National Geodetic Survey in June 1991..
 GB1459
 GB1459.The geoid height was determined by GEOID03.
 GB1459
 GB1459.The dynamic height is computed by dividing the NAVD 88
 GB1459.geopotential number by the normal gravity value computed on the
 GB1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1459.degrees latitude (g = 980.6199 gals.).
 GB1459
 GB1459.The modeled gravity was interpolated from observed gravity values.
 GB1459
 GB1459;                    North         East    Units  Estimated Accuracy
 GB1459;SPC KY1Z     - 1,065,470.    1,548,140.      MT  (+/- 180 meters Scaled)
 GB1459
 GB1459                          SUPERSEDED SURVEY CONTROL
 GB1459
 GB1459  NGVD 29 (??/??/92)  321.092  (m)         1053.45   (f) ADJ UNCH    2 0
 GB1459
 GB1459.Superseded values are not recommended for survey control.
 GB1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1459.See file dsdata.txt to determine how the superseded data were derived.
 GB1459
 GB1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF594877(NAD 83)
 GB1459_MARKER: DR = REFERENCE MARK DISK
 GB1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1459_STAMPING: BRYAN NO 2 1951
 GB1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1459+STABILITY: SURFACE MOTION
 GB1459
 GB1459  HISTORY     - Date     Condition        Report By
 GB1459  HISTORY     - 1951     MONUMENTED       CGS
 GB1459  HISTORY     - 1958     MARK NOT FOUND   NGS
 GB1459
 GB1459                          STATION DESCRIPTION
 GB1459
 GB1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1459'0.8 MI SW FROM BRYAN.
 GB1459'ABOUT 0.35 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1459'AND ROAD JUNCTION AT BRYAN, THENCE ABOUT 0.15 MILE WEST ALONG A
 GB1459'GRADED ROAD, THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A FARM ROAD,
 GB1459'THENCE ABOUT 0.2 MILE SOUTH-SOUTHWEST ALONG A TRAIL TO THE TOP OF
 GB1459'RIDGE, 97 FEET NORTHWEST OF THE STATION MARK, 1 1/2 FEET
 GB1459'NORTHEAST OF A NORTHWEST-SOUTHEAST FENCE WHICH CROSSES RIDGE,
 GB1459'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GB1459
 GB1459                          STATION RECOVERY (1958)
 GB1459
 GB1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3177 ***********************************************************************
 GY3177  DESIGNATION -  BUCK
 GY3177  PID         -  GY3177
 GY3177  STATE/COUNTY-  KY/PIKE
 GY3177  USGS QUAD   -  JAMBOREE (1977)
 GY3177
 GY3177                         *CURRENT SURVEY CONTROL
 GY3177  ___________________________________________________________________
 GY3177* NAD 83(1993)-  37 27 12.08175(N)    082 10 47.85923(W)     ADJUSTED  
 GY3177* NAVD 88     -       725.     (meters)    2379.     (feet)  SCALED    
 GY3177  ___________________________________________________________________
 GY3177  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 GY3177  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GY3177
 GY3177  HORZ ORDER  -  THIRD
 GY3177
 GY3177.The horizontal coordinates were established by classical geodetic methods
 GY3177.and adjusted by the National Geodetic Survey in December 1995..
 GY3177
 GY3177.The orthometric height was scaled from a topographic map.
 GY3177
 GY3177.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3177
 GY3177.The geoid height was determined by GEOID03.
 GY3177
 GY3177;                    North         East     Units Scale Factor Converg.
 GY3177;SPC KY1Z     - 1,130,344.380 1,815,780.050   MT  0.99993204   +2 11 30.7
 GY3177;SPC KY1Z     - 3,708,471.52  5,957,271.71   sFT  0.99993204   +2 11 30.7
 GY3177;SPC KY S     -   630,261.272   815,786.822   MT  0.99994756   +2 09 54.3
 GY3177;SPC KY S     - 2,067,782.19  2,676,460.60   sFT  0.99994756   +2 09 54.3
 GY3177;UTM  17      - 4,145,820.118   395,636.387   MT  0.99973416   -0 43 03.4
 GY3177
 GY3177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3177!SPC KY1Z     -   0.99989119  x   0.99993204  =   0.99982324
 GY3177!SPC KY S     -   0.99989119  x   0.99994756  =   0.99983876
 GY3177!UTM  17      -   0.99989119  x   0.99973416  =   0.99962538
 GY3177
 GY3177|---------------------------------------------------------------------|
 GY3177| PID    Reference Object                     Distance      Geod. Az  |
 GY3177|                                                           dddmmss.s |
 GY3177| DB8853 BUCK RM 1                             6.462 METERS 10127     |
 GY3177| DB8854 BUCK RM 2                             5.925 METERS 22203     |
 GY3177| DB8855 BUCK RM 3                                          3110759.1 |
 GY3177|---------------------------------------------------------------------|
 GY3177
 GY3177                          SUPERSEDED SURVEY CONTROL
 GY3177
 GY3177  NAD 83(1993)-  37 27 12.08827(N)    082 10 47.86290(W) AD(       ) 3
 GY3177  NAD 83(1993)-  37 27 12.08918(N)    082 10 47.86398(W) AD(       ) 3
 GY3177  NAD 83(1986)-  37 27 12.09019(N)    082 10 47.86730(W) AD(       ) 3
 GY3177  NAD 27      -  37 27 11.70016(N)    082 10 48.36841(W) AD(       ) 3
 GY3177
 GY3177.Superseded values are not recommended for survey control.
 GY3177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3177.See file dsdata.txt to determine how the superseded data were derived.
 GY3177
 GY3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB9563645820(NAD 83)
 GY3177_MARKER: DS = TRIANGULATION STATION DISK
 GY3177_SETTING: 80 = SET IN A BOULDER
 GY3177_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GY3177
 GY3177  HISTORY     - Date     Condition        Report By
 GY3177  HISTORY     - 1934     MONUMENTED       CGS
 GY3177  HISTORY     - 1938     MARK NOT FOUND   LOCENG
 GY3177  HISTORY     - 1944     MARK NOT FOUND   LOCENG
 GY3177
 GY3177                          STATION DESCRIPTION
 GY3177
 GY3177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GY3177'STATION IS LOCATED ON THE HIGHEST POINT ON BUCKHORN KNOB, ON PROPERTY
 GY3177'OF BERWIND LAND COMPANY, 18.3 FEET E OF A 10-INCH OAK, 17.4 FEET NW
 GY3177'OF A 12-INCH OAK.
 GY3177'
 GY3177'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 GY3177'BOULDER.
 GY3177'
 GY3177'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN EDGE OF ROCK
 GY3177'LEDGE SE OF STATION.
 GY3177'
 GY3177'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN ROCK LEDGE SW OF
 GY3177'STATION AND ABOUT 8 FEET LOWER IN ELEVATION.
 GY3177'
 GY3177'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD DISK SET IN LARGE
 GY3177'ROCK LEDGE ABOUT 3/4 MILE WNW OF STATION, ABOUT 100 YARDS W AND 100
 GY3177'FEET HIGHER THAN MAIN CREEK OF SMITH FORK.
 GY3177'
 GY3177'TO REACH STATION FROM COLEMAN POST OFFICE, AND HOME OF SCOTT SMITH,
 GY3177'GO NE UP SMITH FORK, FOR 2.1 MILES TO HOME OF MRS.  NANCY JANE
 GY3177'SMITH, AND END OF TRUCK TRAVEL, AND CONTINUE BY HOUSE UP CREEK 1/4
 GY3177'MILE AND TURN LEFT UP HOGPEN FORK, FOR 1 MILE TO HIGH KNOB AND
 GY3177'STATION.
 GY3177
 GY3177                          STATION RECOVERY (1938)
 GY3177
 GY3177'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1938 (AJM)
 GY3177'NOTE- LETTER DATED JANUARY 13, 1938, FROM A.J. MERRILL, KENTLAND
 GY3177'COAL AND COKE COMPANY, FAYETTSVILLE, WEST VIRGINIA- WE HAVE BEEN
 GY3177'ADVISED THAT BUCK, TURKEY, AND POSSIBLY OTHER TRIANGULATION STATIONS
 GY3177'RECENTLY ESTABLISHED BY YOUR SURVEY ON THE WATERS OF LEVISA FORK
 GY3177'IN PIKE COUNTY, KENTUCKY, HAVE BEEN DESTROYED.
 GY3177
 GY3177                          STATION RECOVERY (1944)
 GY3177
 GY3177'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (AJM)
 GY3177'LETTER OF MR. A.J. MERRILL, KENTLAND COAL AND COKE CO., 811 UNITED
 GY3177'CARBON BUILDING, CHARLESTON 1, W. VA., DATED 3/6/44.
 GY3177'
 GY3177'WE WERE NOT ABLE TO DEFINITELY RECOVER THIS POINT, BUT DID PLACE A
 GY3177'STEEL MARKER AT PRACTICALLY THE SAME POSITION AND SINCE THE AZIMUTH
 GY3177'MARKER IS OVER 1/2 MILE DISTANT, IT READILY SERVES OUR PURPOSE.
 GY3177'
 GY3177'STATION IS LOCATED ON PROPERTY OF KENTLAND COAL AND COKE CO. INSTEAD
 GY3177'OF BERWIND LAND COMPANY.  THE LATTER COMPANY OWNS NO LAND IN KENTUCKY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1518 ***********************************************************************
 HB1518  DESIGNATION -  BUCK
 HB1518  PID         -  HB1518
 HB1518  STATE/COUNTY-  KY/LIVINGSTON
 HB1518  USGS QUAD   -  LOLA (1973)
 HB1518
 HB1518                         *CURRENT SURVEY CONTROL
 HB1518  ___________________________________________________________________
 HB1518* NAD 83(1993)-  37 22 23.28986(N)    088 20 20.57486(W)     ADJUSTED  
 HB1518* NAVD 88     -       183.9    (meters)     603.     (feet)  GPS OBS   
 HB1518  ___________________________________________________________________
 HB1518  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 HB1518  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HB1518
 HB1518  HORZ ORDER  -  FIRST
 HB1518
 HB1518.The horizontal coordinates were established by classical geodetic methods
 HB1518.and adjusted by the National Geodetic Survey in October 1999..
 HB1518
 HB1518.The orthometric height was determined by GPS observations and a
 HB1518.high-resolution geoid model.
 HB1518
 HB1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1518
 HB1518.The geoid height was determined by GEOID03.
 HB1518
 HB1518;                    North         East     Units Scale Factor Converg.
 HB1518;SPC KY1Z     - 1,118,581.558 1,270,717.893   MT  0.99994327   -1 35 22.5
 HB1518;SPC KY1Z     - 3,669,879.66  4,169,013.62   sFT  0.99994327   -1 35 22.5
 HB1518;SPC KY S     -   618,533.204   270,716.638   MT  0.99994563   -1 34 12.6
 HB1518;SPC KY S     - 2,029,304.35    888,176.17   sFT  0.99994563   -1 34 12.6
 HB1518;UTM  16      - 4,137,107.927   381,438.578   MT  0.99977315   -0 48 46.4
 HB1518
 HB1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1518!SPC KY1Z     -   0.99997571  x   0.99994327  =   0.99991898
 HB1518!SPC KY S     -   0.99997571  x   0.99994563  =   0.99992134
 HB1518!UTM  16      -   0.99997571  x   0.99977315  =   0.99974887
 HB1518
 HB1518:                Primary Azimuth Mark                     Grid Az
 HB1518:SPC KY1Z     -  PETERS CREEK LOOKOUT TOWER               031 36 24.0
 HB1518:SPC KY S     -  PETERS CREEK LOOKOUT TOWER               031 35 14.1
 HB1518:UTM  16      -  PETERS CREEK LOOKOUT TOWER               030 49 47.9
 HB1518
 HB1518|---------------------------------------------------------------------|
 HB1518| PID    Reference Object                     Distance      Geod. Az  |
 HB1518|                                                           dddmmss.s |
 HB1518| HB1449 PETERS CREEK LOOKOUT TOWER          APPROX.18.0 KM 0300101.5 |
 HB1518| CI3132 BUCK RM 1                            28.360 METERS 08838     |
 HB1518| CI3133 BUCK RM 2                            27.028 METERS 26806     |
 HB1518| CI3131 BUCK AZ MK                                         3101837.1 |
 HB1518|---------------------------------------------------------------------|
 HB1518
 HB1518                          SUPERSEDED SURVEY CONTROL
 HB1518
 HB1518  NAD 83(1993)-  37 22 23.29243(N)    088 20 20.57457(W) AD(       ) 1
 HB1518  NAD 83(1986)-  37 22 23.29895(N)    088 20 20.57723(W) AD(       ) 1
 HB1518  NAD 27      -  37 22 23.11033(N)    088 20 20.44851(W) AD(       ) 1
 HB1518
 HB1518.Superseded values are not recommended for survey control.
 HB1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1518.See file dsdata.txt to determine how the superseded data were derived.
 HB1518
 HB1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8143937108(NAD 83)
 HB1518_MARKER: DS = TRIANGULATION STATION DISK
 HB1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1518
 HB1518  HISTORY     - Date     Condition        Report By
 HB1518  HISTORY     - 1957     MONUMENTED       CGS
 HB1518
 HB1518                          STATION DESCRIPTION
 HB1518
 HB1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1518'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF SALEM, ABOUT 3
 HB1518'MILES SOUTH OF ROSICLARE, ILLINOIS, ABOUT 3 MILES NORTHEAST OF
 HB1518'JOY, ON THE PROPERTY OF MRS. LYNN SIMPSON WHO LIVED AT ROSICLARE,
 HB1518'ILLINOIS. IT IS 1 FOOT NORTH OF AN EAST-WEST FENCE AND 8 FEET
 HB1518'WEST OF A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS
 HB1518'STAMPED BUCK 1957.
 HB1518'
 HB1518'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HB1518'HIGHWAY 133 AT THE SOUTHWEST EDGE OF SALEM, GO NORTHWEST ON
 HB1518'HIGHWAY 133 FOR 5.35 MILES TO A CONCRETE BLOCK SCHOOL BUILDING IN THE
 HB1518'VILLAGE OF LOLA. CONTINUE NORTHWEST ON HIGHWAY 133 FOR 2.1 MILES TO
 HB1518'A GRAVELED SIDE ROAD RIGHT. TURN RIGHT AND GO NORTHERLY ON THE
 HB1518'GRAVELED ROAD FOR 2.45 MILES TO A GRAVELED DRIVEWAY RIGHT AND A
 HB1518'FRAME HOUSE ON THE RIGHT*. TURN RIGHT ON THE DRIVEWAY FOR ABOUT 50
 HB1518'FEET AND THE END OF TRUCK TRAVEL. PACK EASTERLY ACROSS THE PASTURE
 HB1518'FIELD FOR ABOUT 0.2 MILE TO THE HIGHEST POINT AND THE STATION IN AN
 HB1518'EAST-WEST FENCE LINE.
 HB1518'
 HB1518'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHERLY ON THE
 HB1518'GRAVELED ROAD FOR 0.75 MILE TO THE MARK ON THE LEFT.
 HB1518'
 HB1518'REFERENCE MARK 1 IS 2 FEET NORTH OF A FENCE AND 85 FEET EAST OF A
 HB1518'WHITE WITNESS POST. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 HB1518'STAMPED BUCK NO 1 1957.
 HB1518'
 HB1518'REFERENCE MARK 2 IS 2 FEET NORTH OF THE FENCE AND 89 FEET WEST OF THE
 HB1518'WHITE WITNESS POST. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 HB1518'STAMPED BUCK NO 2 1957.
 HB1518'
 HB1518'THE AZIMUTH MARK IS ON A ROAD BANK ABOUT 6 FEET HIGHER THAN THE ROAD.
 HB1518'IT IS 38 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD, 1
 HB1518'FOOT NORTHEAST OF A WIRE FENCE, 4 FEET SOUTHEAST OF A WHITE WITNESS
 HB1518'POST, 20 FEET SOUTHEAST OF A FENCE CORNER, 61 FEET SOUTHEAST OF A
 HB1518'POWER LINE POLE AND 161 FEET SOUTHEAST OF A GRAVELED DRIVEWAY. THE
 HB1518'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BUCK 1957.
 HB1518'
 HB1518'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2377 ***********************************************************************
 HY2377  DESIGNATION -  BUCK KNOB
 HY2377  PID         -  HY2377
 HY2377  STATE/COUNTY-  KY/MORGAN
 HY2377  USGS QUAD   -  ISONVILLE (1978)
 HY2377
 HY2377                         *CURRENT SURVEY CONTROL
 HY2377  ___________________________________________________________________
 HY2377* NAD 83(1993)-  38 00 28.77120(N)    083 05 15.46051(W)     ADJUSTED  
 HY2377* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 HY2377  ___________________________________________________________________
 HY2377  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 HY2377  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HY2377
 HY2377  HORZ ORDER  -  SECOND
 HY2377
 HY2377.The horizontal coordinates were established by classical geodetic methods
 HY2377.and adjusted by the National Geodetic Survey in December 1995..
 HY2377
 HY2377.The orthometric height was scaled from a topographic map.
 HY2377
 HY2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2377
 HY2377.The geoid height was determined by GEOID03.
 HY2377
 HY2377;                    North         East     Units Scale Factor Converg.
 HY2377;SPC KY1Z     - 1,189,192.676 1,733,763.987   MT  0.99990757   +1 38 04.5
 HY2377;SPC KY1Z     - 3,901,542.97  5,688,190.68   sFT  0.99990757   +1 38 04.5
 HY2377;SPC KY N     -    57,029.473   602,079.598   MT  0.99999400   +0 43 23.1
 HY2377;SPC KY N     -   187,104.20  1,975,322.81   sFT  0.99999400   +0 43 23.1
 HY2377;UTM  17      - 4,208,758.300   316,721.841   MT  1.00001373   -1 17 09.1
 HY2377
 HY2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2377!SPC KY1Z     -   0.99994283  x   0.99990757  =   0.99985040
 HY2377!SPC KY N     -   0.99994283  x   0.99999400  =   0.99993683
 HY2377!UTM  17      -   0.99994283  x   1.00001373  =   0.99995656
 HY2377
 HY2377|---------------------------------------------------------------------|
 HY2377| PID    Reference Object                     Distance      Geod. Az  |
 HY2377|                                                           dddmmss.s |
 HY2377| DB8858 BUCK KNOB RM 1                                     13528     |
 HY2377| HY2378 BUCK KNOB 2                         APPROX. 0.6 KM 1360430.9 |
 HY2377| DB8862 BUCK KNOB 2 RM 4                                   1370732.4 |
 HY2377| DB8859 BUCK KNOB RM 2                       15.456 METERS 34549     |
 HY2377|---------------------------------------------------------------------|
 HY2377
 HY2377                          SUPERSEDED SURVEY CONTROL
 HY2377
 HY2377  NAD 83(1986)-  38 00 28.77722(N)    083 05 15.46563(W) AD(       ) 2
 HY2377  NAD 27      -  38 00 28.46400(N)    083 05 15.85400(W) AD(       ) 2
 HY2377
 HY2377.Superseded values are not recommended for survey control.
 HY2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2377.See file dsdata.txt to determine how the superseded data were derived.
 HY2377
 HY2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC1672208758(NAD 83)
 HY2377_MARKER: DS = TRIANGULATION STATION DISK
 HY2377_SETTING: 0 = UNSPECIFIED SETTING
 HY2377
 HY2377  HISTORY     - Date     Condition        Report By
 HY2377  HISTORY     - 1949     MONUMENTED       CGS
 HY2377  HISTORY     - 1976     GOOD             NGS
 HY2377
 HY2377                          STATION DESCRIPTION
 HY2377
 HY2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2377'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF WEST LIBERTY ON
 HY2377'THE HIGHEST POINT OF THE HILL KNOWN LOCALLY AS BUCK KNOB AND ON
 HY2377'PROPERTY OWNED BY ROBERT FANNIN.  IT IS 11 FEET SOUTHWEST OF A 12
 HY2377'INCH OAK TREE WITH A TRIANGLE BLAZE, 11 FEET SOUTH OF A WHITE WITNESS
 HY2377'POST AND 7 FEET EAST OF A 15 INCH OAK TREE WITH A TRIANGLE BLAZE.
 HY2377'THE DISK IS WELDED IN THE TOP OF A 4 INCH IRON PIPE WHICH PROJECTS
 HY2377'ABOUT 14 INCHES AND IS STAMPED BUCK KNOB 1949.
 HY2377'
 HY2377'REFERENCE MARK NO.1 IS ON THE SOUTHEAST SIDE OF THE RIDGE.  THE DISK
 HY2377'IS SET FLUSH IN OUTCROPPING BEDROCK WHICH IS ABOUT 20 FEET LOWER
 HY2377'THAN THE STATION AND IS STAMPED BUCK KNOB NO 1 1949.
 HY2377'
 HY2377'REFERENCE MARK NO.2 IS ON THE NORTHWEST SIDE OF THE RIDGE ABOUT 5
 HY2377'FEET LOWER THAN THE STATION.  THE DISK IS STAMPED BUCK KNOB NO 2
 HY2377'1949.
 HY2377'
 HY2377'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND STATE
 HY2377'HIGHWAY 172 ABOUT 0.5 MILE EAST OF WEST LIBERTY, GO NORTH AND EAST
 HY2377'ON HIGHWAY 172 FOR 14.5 MILES TO A T ROAD LEFT JUST AFTER CROSSING A
 HY2377'CONCRETE BRIDGE, TURN LEFT AND GO NORTH AND EAST ON DIRT ROAD FOR
 HY2377'0.15 TO THE CHURCH IN CROCKETT, TURN RIGHT THEN LEFT AROUND CHURCH
 HY2377'AND FOLLOW DIRT ROAD NORTH AND EAST ALONG CREEK FOR 0.75 MILE TO A
 HY2377'WOOD BRIDGE AND A T ROAD LEFT, TURN LEFT AND GO WEST AND NORTH ON
 HY2377'DIRT ROAD FOLLOWING CREEK FOR ABOUT 0.8 MILE TO A LOG HOUSE ON THE
 HY2377'RIGHT, THIS IS THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK IN A
 HY2377'NORTHEARLY DIRECTION FOR ABOUT 0.6 MILE TO THE HIGHEAST POINT OF THE
 HY2377'HILL AND THE STATION.  THIS IS ABOUT A 30 MINUTE PACK.
 HY2377'
 HY2377'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HY2377
 HY2377                          STATION RECOVERY (1976)
 HY2377
 HY2377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HY2377'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE MARKS
 HY2377'WERE NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY GRADING.  THE
 HY2377'ENTIRE TOP OF THE MOUNTAIN IS TO BE TORN OFF FOR STRIP MINING AND A
 HY2377'NEW STATION BUCK KNOB 2 1976 WAS ESTABLISHED.
 HY2377'
 HY2377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 HY2377'NORTHEAST OF WEST LIBERTY.
 HY2377'
 HY2377'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2749 ***********************************************************************
 GZ2749  DESIGNATION -  BUCK KNOB
 GZ2749  PID         -  GZ2749
 GZ2749  STATE/COUNTY-  KY/BARREN
 GZ2749  USGS QUAD   -  HISEVILLE (1976)
 GZ2749
 GZ2749                         *CURRENT SURVEY CONTROL
 GZ2749  ___________________________________________________________________
 GZ2749* NAD 83(1993)-  37 04 45.25359(N)    085 45 59.26498(W)     ADJUSTED  
 GZ2749* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 GZ2749  ___________________________________________________________________
 GZ2749  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 GZ2749  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GZ2749
 GZ2749  HORZ ORDER  -  SECOND
 GZ2749
 GZ2749.The horizontal coordinates were established by classical geodetic methods
 GZ2749.and adjusted by the National Geodetic Survey in December 1995..
 GZ2749
 GZ2749.The orthometric height was scaled from a topographic map.
 GZ2749
 GZ2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2749
 GZ2749.The geoid height was determined by GEOID03.
 GZ2749
 GZ2749;                    North         East     Units Scale Factor Converg.
 GZ2749;SPC KY1Z     - 1,082,784.480 1,498,536.166   MT  1.00000098   -0 00 36.4
 GZ2749;SPC KY1Z     - 3,552,435.41  4,916,447.40   sFT  1.00000098   -0 00 36.4
 GZ2749;SPC KY S     -   582,775.666   498,536.233   MT  0.99995524   -0 00 35.9
 GZ2749;SPC KY S     - 1,911,989.83  1,635,614.29   sFT  0.99995524   -0 00 35.9
 GZ2749;UTM  16      - 4,104,374.132   609,643.656   MT  0.99974809   +0 44 37.7
 GZ2749
 GZ2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2749!SPC KY1Z     -   0.99995438  x   1.00000098  =   0.99995536
 GZ2749!SPC KY S     -   0.99995438  x   0.99995524  =   0.99990962
 GZ2749!UTM  16      -   0.99995438  x   0.99974809  =   0.99970248
 GZ2749
 GZ2749|---------------------------------------------------------------------|
 GZ2749| PID    Reference Object                     Distance      Geod. Az  |
 GZ2749|                                                           dddmmss.s |
 GZ2749| CG7294 BUCK KNOB RM 1                       18.125 METERS 12644     |
 GZ2749| GZ2109 BUCK KNOB AZ MK                                    2154806.7 |
 GZ2749| CG7295 BUCK KNOB RM 2                       24.180 METERS 26026     |
 GZ2749|---------------------------------------------------------------------|
 GZ2749
 GZ2749                          SUPERSEDED SURVEY CONTROL
 GZ2749
 GZ2749  NAD 83(1986)-  37 04 45.26363(N)    085 45 59.27272(W) AD(       ) 2
 GZ2749  NAD 27      -  37 04 45.07000(N)    085 45 59.37000(W) AD(       ) 2
 GZ2749
 GZ2749.Superseded values are not recommended for survey control.
 GZ2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2749.See file dsdata.txt to determine how the superseded data were derived.
 GZ2749
 GZ2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0964404374(NAD 83)
 GZ2749_MARKER: DS = TRIANGULATION STATION DISK
 GZ2749_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2749_STAMPING: BUCK KNOB 1951
 GZ2749_MARK LOGO: CGS   
 GZ2749
 GZ2749  HISTORY     - Date     Condition        Report By
 GZ2749  HISTORY     - 1951     MONUMENTED       CGS
 GZ2749
 GZ2749                          STATION DESCRIPTION
 GZ2749
 GZ2749'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2749'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF GLASGOW, 8 MILES WEST
 GZ2749'OF SULPHUR WELL AND 3 MILES SOUTHEAST OF HISEVILLE ON THE HIGHEST
 GZ2749'POINT OF THE SOUTHERN MOST ONE OF TWO PROMINENT HILLS AND ON LAND
 GZ2749'OWNED BY MR. LOYD B. CLARK. IT IS 40 FEET WEST OF A TRIANGULAR
 GZ2749'BLAZED 24 INCH OAK TREE AND 12 FEET EAST OF A WHITE WITNESS POST. THE
 GZ2749'DISK IS SET IN CONCRETE IN A DRILL HOLE IN BEDROCK ABOUT 6 INCHES
 GZ2749'BELOW THE GROUND SURFACE AND STAMPED---BUCK KNOB 1951.
 GZ2749'
 GZ2749'REFERENCE MARK NO. 1 IS 24 FEET SOUTH OF THE TRIANGULAR BLAZED 24
 GZ2749'INCH OAK TREE. THE DISK IS SET IN CONCRETE IN A DRILL HOLE IN
 GZ2749'BEDROCK PROJECTING ABOUT 2 INCHES AND STAMPED---BUCK KNOB NO 1 1951.
 GZ2749'
 GZ2749'REFERENCE MARK NO. 2 IS SET IN CONCRETE IN A DRILL HOLE IN BEDROCK
 GZ2749'FLUSH WITH THE GROUND SURFACE AND STAMPED---BUCK KNOB NO 2 1951.
 GZ2749'
 GZ2749'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO.
 GZ2749'70, 4 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF FENCE
 GZ2749'LINE. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GZ2749'STAMPED---BUCK KNOB 1951.
 GZ2749'
 GZ2749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 31 E AND
 GZ2749'STATE HIGHWAY NO. 70 ABOUT 9 MILES NORTH OF GLASGOW, GO EAST ON STATE
 GZ2749'HIGHWAY NO. 70 FOR 3.3 MILES TO CAUTION LIGHT IN THE TOWN OF
 GZ2749'HISEVILLE, CONTINUE EAST ON HIGHWAY 70 FOR 1.3 MILES TO JUNCTION WITH
 GZ2749'STATE HIGHWAY NO. 314, CONTINUE EAST ON HIGHWAY 70 FOR 2.15 MILES TO
 GZ2749'A LARGE FRAME HOUSE ABOUT 0.1 MILE NORTH OF HIGHWAY, CONTINUE
 GZ2749'EAST ON HIGHWAY FOR 0.05 MILE TO THE AZIMUTH MARK ON THE SOUTH SIDE
 GZ2749'AS DESCRIBED, CONTINUE EAST ON HIGHWAY FOR 0.05 MILE TO SIDE
 GZ2749'ROAD LEFT INTO BARN YARD, TURN LEFT PASS THROUGH BOARD GATE AND
 GZ2749'CROSS BARN YARD TO ANOTHER GATE, PASS THROUGH GATE AND CROSS THE EAST
 GZ2749'SIDE OF FIELD INTO LANE ROAD AND GO NORTH FOR 0.15 MILE TO EDGE OF
 GZ2749'WOODS, CONTINUE IN AN EASTERLY DIRECTION ON WOODS ROAD FOR 0.35 MILE
 GZ2749'TO CLEARING AND OLD SAWMILL SITE ON THE RIGHT, CONTINUE FOR ABOUT
 GZ2749'100 FEET TO BLAZED TREE AND TRACK ROAD LEFT LEADING UP THROUGH WOODS,
 GZ2749'TURN LEFT AND FOLLOW WOODS ROAD UP HILL FOR 0.2 MILE TO THE
 GZ2749'HIGHEST POINT AND STATION AS DESCRIBED.
 GZ2749'
 GZ2749'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2615 ***********************************************************************
 GB2615  DESIGNATION -  BUCK KNOB 1950
 GB2615  PID         -  GB2615
 GB2615  STATE/COUNTY-  KY/MCCREARY
 GB2615  USGS QUAD   -  BURNSIDE (1982)
 GB2615
 GB2615                         *CURRENT SURVEY CONTROL
 GB2615  ___________________________________________________________________
 GB2615* NAD 83(1993)-  36 52 45.35080(N)    084 31 59.68853(W)     ADJUSTED  
 GB2615* NAVD 88     -       417.     (meters)    1368.     (feet)  SCALED    
 GB2615  ___________________________________________________________________
 GB2615  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 GB2615  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GB2615
 GB2615  HORZ ORDER  -  SECOND
 GB2615
 GB2615.The horizontal coordinates were established by classical geodetic methods
 GB2615.and adjusted by the National Geodetic Survey in December 1995..
 GB2615
 GB2615.The orthometric height was scaled from a topographic map.
 GB2615
 GB2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2615
 GB2615.The geoid height was determined by GEOID03.
 GB2615
 GB2615;                    North         East     Units Scale Factor Converg.
 GB2615;SPC KY1Z     - 1,061,298.498 1,608,479.139   MT  1.00005508   +0 44 49.3
 GB2615;SPC KY1Z     - 3,481,943.49  5,277,151.98   sFT  1.00005508   +0 44 49.3
 GB2615;SPC KY S     -   561,282.371   608,470.713   MT  0.99997672   +0 44 16.5
 GB2615;SPC KY S     - 1,841,473.91  1,996,291.00   sFT  0.99997672   +0 44 16.5
 GB2615;UTM  16      - 4,084,320.039   719,847.704   MT  1.00019547   +1 28 51.5
 GB2615
 GB2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2615!SPC KY1Z     -   0.99993920  x   1.00005508  =   0.99999428
 GB2615!SPC KY S     -   0.99993920  x   0.99997672  =   0.99991592
 GB2615!UTM  16      -   0.99993920  x   1.00019547  =   1.00013466
 GB2615
 GB2615|---------------------------------------------------------------------|
 GB2615| PID    Reference Object                     Distance      Geod. Az  |
 GB2615|                                                           dddmmss.s |
 GB2615| GB2616 USE MARK 1950                         6.303 METERS 00132     |
 GB2615| AI6445 HONEY BEE RESET                     APPROX. 9.8 KM 1060816.4 |
 GB2615| GB2613 BUCK KNOB LOOKOUT TOWER               8.176 METERS 28711     |
 GB2615|---------------------------------------------------------------------|
 GB2615
 GB2615                          SUPERSEDED SURVEY CONTROL
 GB2615
 GB2615  NAD 83(1986)-  36 52 45.35971(N)    084 31 59.69380(W) AD(       ) 2
 GB2615  NAD 27      -  36 52 45.08000(N)    084 31 59.91500(W) AD(       ) 2
 GB2615
 GB2615.Superseded values are not recommended for survey control.
 GB2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2615.See file dsdata.txt to determine how the superseded data were derived.
 GB2615
 GB2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1984884320(NAD 83)
 GB2615_MARKER: DS = TRIANGULATION STATION DISK
 GB2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2615_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2615+STABILITY: SURFACE MOTION
 GB2615
 GB2615  HISTORY     - Date     Condition        Report By
 GB2615  HISTORY     - 1950     MONUMENTED       CGS
 GB2615
 GB2615                          STATION DESCRIPTION
 GB2615
 GB2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2615'STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF SOMERSET AND ABOUT 4
 GB2615'MILES NORTHWEST OF PARKERS LAKE.  IT IS 42 FEET NORTH OF A WHITE
 GB2615'WITNESS POST, 24 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE BUCK KNOB
 GB2615'LOOKOUT TOWER AND 16 FEET EAST OF THE SOUTHEAST LEG OF THE LOOKOUT
 GB2615'TOWER.  THE MARK IS FLUSH AND THE DISK IS STAMPED BUCK KNOB 1950.
 GB2615'
 GB2615'USE MARK WAS USED AS A REFERENCE MARK.  IT IS 16 FEET EAST OF THE
 GB2615'NORTHEAST LEG OF THE LOOKOUT TOWER.  THE MARK IS A 6X6 INCH
 GB2615'CONCRETE POST WHICH PROJECTS 8 INCHES WITH A USE BRONZE DISK ATOP.
 GB2615'
 GB2615'NO. 1 USE WAS USED AS A REFERENCE MARK.  IT IS 53 FEET SOUTHEAST OF
 GB2615'THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 20 FEET NORTH OF THE
 GB2615'CENTER OF GRAVEL ROAD AND 4 FEET NORTH OF A WHITE WITNESS POST.  THE
 GB2615'MARK IS A 6X6 INCH CONCRETE POST WHICH PROJECTS 8 INCHES WITH A
 GB2615'USE BRONZE DISK ATOP STAMPED 1.
 GB2615'
 GB2615'NO. 2 USE WAS USED AS A REFERENCE MARK.  IT IS 28 FEET NORTH OF THE
 GB2615'SOUTHWEST LEG OF THE LOOKOUT TOWER AND 17 FEET NORTHWEST OF THE
 GB2615'NORTHWEST LEG OF THE LOOKOUT TOWER.  THE MARK IS A 6X6 INCH CONCRETE
 GB2615'POST WHICH PROJECTS 8 INCHES WITH A USE DISK ATOP STAMPED 2.
 GB2615'
 GB2615'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 27 AND
 GB2615'STATE HIGHWAY NO. 90 IN PARKERS LAKE, GO NORTH ON U.S. HIGHWAY NO. 27
 GB2615'FOR 4.6 MILES TO A GRAVEL T-ROAD LEFT, THIS IS 0.5 MILE BEFORE
 GB2615'REACHING THE PULASKI-MCCREARY COUNTY LINE, TURN LEFT ON GRAVEL ROAD
 GB2615'AND GO 1.7 MILE TO WHERE ROAD FORKS, TAKE LEFT FORK AND GO 1.0 MILE
 GB2615'TO THE BUCK KNOB LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 GB2615'
 GB2615'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2378 ***********************************************************************
 HY2378  DESIGNATION -  BUCK KNOB 2
 HY2378  PID         -  HY2378
 HY2378  STATE/COUNTY-  KY/MORGAN
 HY2378  USGS QUAD   -  ISONVILLE (1978)
 HY2378
 HY2378                         *CURRENT SURVEY CONTROL
 HY2378  ___________________________________________________________________
 HY2378* NAD 83(1993)-  38 00 14.95574(N)    083 04 58.64424(W)     ADJUSTED  
 HY2378* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 HY2378  ___________________________________________________________________
 HY2378  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 HY2378  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HY2378
 HY2378  HORZ ORDER  -  THIRD
 HY2378
 HY2378.The horizontal coordinates were established by classical geodetic methods
 HY2378.and adjusted by the National Geodetic Survey in December 1995..
 HY2378.No horizontal observational check was made to the station.
 HY2378
 HY2378.The orthometric height was scaled from a topographic map.
 HY2378
 HY2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2378
 HY2378.The geoid height was determined by GEOID03.
 HY2378
 HY2378;                    North         East     Units Scale Factor Converg.
 HY2378;SPC KY1Z     - 1,188,778.637 1,734,186.190   MT  0.99990742   +1 38 14.9
 HY2378;SPC KY1Z     - 3,900,184.58  5,689,575.86   sFT  0.99990742   +1 38 14.9
 HY2378;SPC KY N     -    56,608.734   602,495.197   MT  0.99999454   +0 43 33.5
 HY2378;SPC KY N     -   185,723.82  1,976,686.33   sFT  0.99999454   +0 43 33.5
 HY2378;UTM  17      - 4,208,323.242   317,122.444   MT  1.00001192   -1 16 58.3
 HY2378
 HY2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2378!SPC KY1Z     -   0.99993059  x   0.99990742  =   0.99983802
 HY2378!SPC KY N     -   0.99993059  x   0.99999454  =   0.99992513
 HY2378!UTM  17      -   0.99993059  x   1.00001192  =   0.99994251
 HY2378
 HY2378|---------------------------------------------------------------------|
 HY2378| PID    Reference Object                     Distance      Geod. Az  |
 HY2378|                                                           dddmmss.s |
 HY2378| DB8861 BUCK KNOB 2 RM 3                     15.664 METERS 01723     |
 HY2378| DB8860 BUCK KNOB 2 AZ MK                                  1683543.2 |
 HY2378| DB8862 BUCK KNOB 2 RM 4                     11.842 METERS 25045     |
 HY2378| HY2377 BUCK KNOB                           APPROX. 0.6 KM 3160441.2 |
 HY2378|---------------------------------------------------------------------|
 HY2378
 HY2378                          SUPERSEDED SURVEY CONTROL
 HY2378
 HY2378  NAD 83(1986)-  38 00 14.96174(N)    083 04 58.64941(W) AD(       ) 3
 HY2378  NAD 27      -  38 00 14.64823(N)    083 04 59.03838(W) AD(       ) 3
 HY2378
 HY2378.Superseded values are not recommended for survey control.
 HY2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2378.See file dsdata.txt to determine how the superseded data were derived.
 HY2378
 HY2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC1712208323(NAD 83)
 HY2378_MARKER: DS = TRIANGULATION STATION DISK
 HY2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2378_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2378
 HY2378  HISTORY     - Date     Condition        Report By
 HY2378  HISTORY     - 1976     MONUMENTED       NGS
 HY2378
 HY2378                          STATION DESCRIPTION
 HY2378
 HY2378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HY2378'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF WEST LIBERTY,
 HY2378'NEAR THE SITE OF WHAT USED TO BE CALLED BUCK KNOB, 1 FOOT SOUTHEAST
 HY2378'OF A METAL WITNESS POST, 125 FEET WEST OF THE WEST FACE OF A STRIP
 HY2378'WALL AND ABOUT 250 FEET EAST OF A STRIP ROAD.  THE MONUMENT IS
 HY2378'FLUSH AND THE DISK IS STAMPED BUCK KNOB 2 1976.
 HY2378'
 HY2378'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460, STATE
 HY2378'HIGHWAYS 7 AND 172 AT WEST LIBERTY, GO EASTERLY ON HIGHWAY 172
 HY2378'FOR 14.6 MILES TO A ROAD LEFT JUST AFTER CROSSING A CONCRETE
 HY2378'BRIDGE.  TURN LEFT PASSING THROUGHT THE SMALL SETTLEMENT OF
 HY2378'CROCKETT AND GO NORTHEAST ON PAVED ROAD FOR 1.1 MILES TO A ROAD
 HY2378'LEFT.  TURN LEFT AND GO UPHILL ON STRIP MINE ROAD FOR 0.25 MILE
 HY2378'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE STRIP
 HY2378'ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 HY2378'
 HY2378'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 HY2378'BUCK KNOB 2 NO 3 1976, PROJECTING 3 INCHES, 70 FEET WEST OF THE
 HY2378'WEST FACE OF THE STRIP WALL AND 1 FOOT SOUTH OF A METAL WITNESS
 HY2378'POST.
 HY2378'
 HY2378'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 HY2378'BUCK KNOB 2 NO 4 1976, PROJECTING 3 INCHES, 1 FOOT SOUTHEAST OF A
 HY2378'METAL WITNESS POST AND 165 FEET WEST OF THE WEST FACE OF THE
 HY2378'STRIP WALL.
 HY2378'
 HY2378'THE AZIMUTH MARK IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 HY2378'BUCK KNOB 2 AZ 1976, PROJECTING 2 INCHES, 1 FOOT NORTH OF A METAL
 HY2378'WITNESS POST AND 27 FEET EAST OF THE CENTERLINE OF THE ROAD.
 HY2378'
 HY2378'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2109 ***********************************************************************
 GZ2109  DESIGNATION -  BUCK KNOB AZ MK
 GZ2109  PID         -  GZ2109
 GZ2109  STATE/COUNTY-  KY/BARREN
 GZ2109  USGS QUAD   -  HISEVILLE (1976)
 GZ2109
 GZ2109                         *CURRENT SURVEY CONTROL
 GZ2109  ___________________________________________________________________
 GZ2109* NAD 83(1986)-  37 04 24.     (N)    085 46 18.     (W)     SCALED    
 GZ2109* NAVD 88     -       247.454  (meters)     811.86   (feet)  ADJUSTED  
 GZ2109  ___________________________________________________________________
 GZ2109  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GZ2109  DYNAMIC HT  -         247.256 (meters)     811.21  (feet)  COMP
 GZ2109  MODELED GRAV-     979,826.5   (mgal)                       NAVD 88
 GZ2109
 GZ2109  VERT ORDER  -  SECOND    CLASS 0
 GZ2109
 GZ2109.The horizontal coordinates were scaled from a topographic map and have
 GZ2109.an estimated accuracy of +/- 6 seconds.
 GZ2109
 GZ2109.The orthometric height was determined by differential leveling
 GZ2109.and adjusted by the National Geodetic Survey in June 1991..
 GZ2109
 GZ2109.The geoid height was determined by GEOID03.
 GZ2109
 GZ2109.The dynamic height is computed by dividing the NAVD 88
 GZ2109.geopotential number by the normal gravity value computed on the
 GZ2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2109.degrees latitude (g = 980.6199 gals.).
 GZ2109
 GZ2109.The modeled gravity was interpolated from observed gravity values.
 GZ2109
 GZ2109;                    North         East    Units  Estimated Accuracy
 GZ2109;SPC KY1Z     - 1,082,130.    1,498,070.      MT  (+/- 180 meters Scaled)
 GZ2109
 GZ2109                          SUPERSEDED SURVEY CONTROL
 GZ2109
 GZ2109  NGVD 29 (??/??/92)  247.594  (m)          812.31   (f) ADJ UNCH    2 0
 GZ2109
 GZ2109.Superseded values are not recommended for survey control.
 GZ2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2109.See file dsdata.txt to determine how the superseded data were derived.
 GZ2109
 GZ2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG091037(NAD 83)
 GZ2109_MARKER: DZ = AZIMUTH MARK DISK
 GZ2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2109_STAMPING: BUCK KNOB 1951
 GZ2109_MARK LOGO: CGS   
 GZ2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2109+STABILITY: SURFACE MOTION
 GZ2109
 GZ2109  HISTORY     - Date     Condition        Report By
 GZ2109  HISTORY     - 1951     MONUMENTED       CGS
 GZ2109
 GZ2109                          STATION DESCRIPTION
 GZ2109
 GZ2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2109'4 MI W FROM KNOB LICK.
 GZ2109'ABOUT 4.05 MILES WEST ALONG STATE HIGHWAY 70 FROM THE CROSSROADS
 GZ2109'AT KNOB LICK, ABOUT 3.35 MILES SOUTHEAST OF THE CHRISTIAN CHURCH
 GZ2109'AT HISEVILLE, ABOUT 0.55 MILE EAST OF A BRIDGE OVER STRADERS
 GZ2109'BRANCH, ABOUT 0.65 MILE WEST OF THE BARREN-METCALFE COUNTY LINE,
 GZ2109'AT THE JUNCTION OF A DRIVE NORTH BETWEEN TWO CONCRETE POSTS TO
 GZ2109'A LARGE WHITE FARM HOUSE, 29 FEET SOUTH OF THE CENTER LINE OF
 GZ2109'HIGHWAY, 154 FEET EAST OF THE EXTENDED CENTER LINE OF DRIVE NORTH,
 GZ2109'1 FOOT NORTH OF A FENCE LINE, 3 FEET EAST OF A WHITE WOODEN
 GZ2109'WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 GZ2109'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2613 ***********************************************************************
 GB2613  DESIGNATION -  BUCK KNOB LOOKOUT TOWER
 GB2613  PID         -  GB2613
 GB2613  STATE/COUNTY-  KY/MCCREARY
 GB2613  USGS QUAD   -  BURNSIDE (1982)
 GB2613
 GB2613                         *CURRENT SURVEY CONTROL
 GB2613  ___________________________________________________________________
 GB2613* NAD 83(1993)-  36 52 45.42918(N)    084 32 00.00394(W)     ADJUSTED  
 GB2613* NAVD 88     -                                                        
 GB2613  ___________________________________________________________________
 GB2613  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 GB2613  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GB2613
 GB2613  HORZ ORDER  -  THIRD
 GB2613
 GB2613.The horizontal coordinates were established by classical geodetic methods
 GB2613.and adjusted by the National Geodetic Survey in December 1995..
 GB2613
 GB2613
 GB2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2613
 GB2613.The geoid height was determined by GEOID03.
 GB2613
 GB2613;                    North         East     Units Scale Factor Converg.
 GB2613;SPC KY1Z     - 1,061,300.813 1,608,471.297   MT  1.00005507   +0 44 49.1
 GB2613;SPC KY1Z     - 3,481,951.08  5,277,126.25   sFT  1.00005507   +0 44 49.1
 GB2613;SPC KY S     -   561,284.687   608,462.872   MT  0.99997672   +0 44 16.3
 GB2613;SPC KY S     - 1,841,481.51  1,996,265.27   sFT  0.99997672   +0 44 16.3
 GB2613;UTM  16      - 4,084,322.253   719,839.832   MT  1.00019543   +1 28 51.3
 GB2613
 GB2613                          SUPERSEDED SURVEY CONTROL
 GB2613
 GB2613  NAD 83(1986)-  36 52 45.43812(N)    084 32 00.00918(W) AD(       ) 4
 GB2613  NAD 27      -  36 52 45.15800(N)    084 32 00.23000(W) AD(       ) 3
 GB2613
 GB2613.Superseded values are not recommended for survey control.
 GB2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2613.See file dsdata.txt to determine how the superseded data were derived.
 GB2613
 GB2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1984084322(NAD 83)
 GB2613_MARKER: 57 = LOOKOUT TOWER
 GB2613
 GB2613  HISTORY     - Date     Condition        Report By
 GB2613  HISTORY     - 1950     FIRST OBSERVED   CGS
 GB2613
 GB2613                          STATION DESCRIPTION
 GB2613
 GB2613'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2613'STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF SOMERSET AND ABOUT 4
 GB2613'MILES NORTHWEST OF PARKERS LAKE. THE STATION IS A 4-LEGGED STEEL
 GB2613'STRUCTURE ABOUT 50 FEET HIGH WITH A OBSERVATION ROOM ATOP PAINTED
 GB2613'GRAY. A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GB2613'BUCK KNOB AND THE DISTANCE WAS FOUND TO BE 8.174 METER 26.82 FEET.
 GB2613'THE POINT OBSERVED ON AND TRAVERSED TO WAS THE CENTER OF THE
 GB2613'BASE OF THE LOOKOUT TOWER.
 GB2613'
 GB2613'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 27 AND
 GB2613'STATE HIGHWAY NO. 90 IN PARKERS LAKE, GO NORTH ON U.S. HIGHWAY NO. 27
 GB2613'FOR 4.6 MILES TO A GRAVEL T-ROAD LEFT, THIS IS 0.5 MILE BEFORE
 GB2613'REACHING THE PULASKI-MCCREARY COUNTY LINE, TURN LEFT AND GO 1.7 MILE
 GB2613'TO WHERE ROAD FORKS, TAKE LEFT FORK AND GO 1.0 MILE TO THE STATION AS
 GB2613'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3259 ***********************************************************************
 GY3259  DESIGNATION -  BUCK LICK
 GY3259  PID         -  GY3259
 GY3259  STATE/COUNTY-  KY/KNOTT
 GY3259  USGS QUAD   -  VEST (1992)
 GY3259
 GY3259                         *CURRENT SURVEY CONTROL
 GY3259  ___________________________________________________________________
 GY3259* NAD 83(1993)-  37 24 48.13210(N)    083 01 05.15643(W)     ADJUSTED  
 GY3259* NAVD 88     -       514.     (meters)    1686.     (feet)  SCALED    
 GY3259  ___________________________________________________________________
 GY3259  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GY3259  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GY3259
 GY3259  HORZ ORDER  -  THIRD
 GY3259
 GY3259.The horizontal coordinates were established by classical geodetic methods
 GY3259.and adjusted by the National Geodetic Survey in December 1995..
 GY3259
 GY3259.The orthometric height was scaled from a topographic map.
 GY3259
 GY3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3259
 GY3259.The geoid height was determined by GEOID03.
 GY3259
 GY3259;                    North         East     Units Scale Factor Converg.
 GY3259;SPC KY1Z     - 1,123,405.400 1,741,798.682   MT  0.99993739   +1 40 38.2
 GY3259;SPC KY1Z     - 3,685,705.88  5,714,551.18   sFT  0.99993739   +1 40 38.2
 GY3259;SPC KY S     -   623,352.714   741,801.687   MT  0.99994635   +1 39 24.5
 GY3259;SPC KY S     - 2,045,116.36  2,433,727.70   sFT  0.99994635   +1 39 24.5
 GY3259;UTM  17      - 4,142,641.860   321,404.446   MT  0.99999291   -1 13 35.2
 GY3259
 GY3259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3259!SPC KY1Z     -   0.99992434  x   0.99993739  =   0.99986173
 GY3259!SPC KY S     -   0.99992434  x   0.99994635  =   0.99987069
 GY3259!UTM  17      -   0.99992434  x   0.99999291  =   0.99991725
 GY3259
 GY3259|---------------------------------------------------------------------|
 GY3259| PID    Reference Object                     Distance      Geod. Az  |
 GY3259|                                                           dddmmss.s |
 GY3259| DB8864 BUCK LICK RM 1                       23.521 METERS 18354     |
 GY3259| DB8863 BUCK LICK AZ MK                                    1972946.2 |
 GY3259| DB8865 BUCK LICK RM 2                       27.852 METERS 27702     |
 GY3259|---------------------------------------------------------------------|
 GY3259
 GY3259                          SUPERSEDED SURVEY CONTROL
 GY3259
 GY3259  NAD 83(1993)-  37 24 48.13936(N)    083 01 05.16076(W) AD(       ) 3
 GY3259  NAD 83(1986)-  37 24 48.13911(N)    083 01 05.16175(W) AD(       ) 3
 GY3259  NAD 27      -  37 24 47.78900(N)    083 01 05.55800(W) AD(       ) 3
 GY3259
 GY3259.Superseded values are not recommended for survey control.
 GY3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3259.See file dsdata.txt to determine how the superseded data were derived.
 GY3259
 GY3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB2140442642(NAD 83)
 GY3259_MARKER: DS = TRIANGULATION STATION DISK
 GY3259_SETTING: 66 = SET IN ROCK OUTCROP
 GY3259
 GY3259  HISTORY     - Date     Condition        Report By
 GY3259  HISTORY     - 1949     MONUMENTED       CGS
 GY3259
 GY3259                          STATION DESCRIPTION
 GY3259
 GY3259'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3259'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF HINDMAN ON THE
 GY3259'HIGHEST POINT OF A WOODED HILL, ON PROPERTY OWNED BY JOHN S.
 GY3259'COMBS.  IT IS 38 FEET NORTHEAST OF A 10 INCH OAK TREE WITH A TRIANGLE
 GY3259'BLAZE, 27 FEET SOUTHEAST OF A 12 INCH OAK TREE WITH A TRIANGLE
 GY3259'BLAZE, 20 FEET SOUTHWEST OF A 14 INCH OAK TREE WITH A TRIANGLE BLAZE
 GY3259'AND 12 FEET EAST OF A WHITE WITNESS POST.  THE DISK IS SET FLUSH
 GY3259'IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 GY3259'STAMPED BUCK LICK 1949.
 GY3259'
 GY3259'REFERENCE MARK NO. 1 IS ON THE SOUTH SIDE OF THE HILL AND IS ABOUT 20
 GY3259'FEET LOWER IN ELEVATION THAN THE STATION.  IT IS 12 FEET NORTHEAST
 GY3259'OF A 6 INCH PINE TREE.  THE DISK IS WELDED TO THE TOP OF AN IRON PIPE
 GY3259'WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED BUCK LICK NO. 1 1949.
 GY3259'
 GY3259'REFERENCE MARK NO. 2 IS 41 FEET SOUTHWEST OF A 20 INCH PINE TREE AND
 GY3259'15 FEET NORTH OF A 12 INCH OAK TREE.  THE DISK IS WELDED TO THE TOP
 GY3259'OF AN IRON PIPE WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED BUCK
 GY3259'LICK NO. 2 1949.
 GY3259'
 GY3259'THE AZIMUTH MARK IS 50 FEET WEST OF THE CENTER OF A DIRT ROAD AND 4
 GY3259'FEET WEST OF A WHITE WITNESS POST.  THE DISK IS SET FLUSH IN THE
 GY3259'TOP OF A BOULDER WHICH PROJECTS ABOUT 24 INCHES AND IS STAMPED BUCK
 GY3259'LICK 1949.
 GY3259'
 GY3259'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 80 AND 160
 GY3259'IN HINDMAN, GO WEST ON HIGHWAY 80 FOR 2.35 MILES TO A SMALL STORE ON
 GY3259'THE RIGHT AND A T ROAD RIGHT, TURN RIGHT AND GO NORTH ON GRAVEL AND
 GY3259'DIRT ROAD FOR 5.0 MILES TO THE POST OFFICE AT VEST, CONTINUE NORTH
 GY3259'AND WEST ON DIRT ROAD FOR 1.55 MILES TO A FORK WHERE MAIN ROAD TURNS
 GY3259'LEFT UP A STEEP GRADE AND A CREEK ROAD RIGHT, TURN RIGHT AND GO
 GY3259'NORTHEAST UP CREEK ROCK ROAD FOR 0.85 MILE TO A TURN-OFF ON THE LEFT
 GY3259'AND A 10 INCH POPLAR TREE WITH A SQUARE BLAZE ON THE RIGHT AND
 GY3259'AZIMUTH MARK ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED, CONTINUE
 GY3259'NORTH ON DIRT ROAD FOR ABOUT 0.1 MILE TO END OF ROAD AND A LOG
 GY3259'LOADING RAMP ON THE LEFT, THIS IS THE END OF TRUCK TRAVEL, FROM
 GY3259'HERE PACK IN A NORTHERLY DIRECTION ALONG TRAIL FOLLOWING CREEK BED
 GY3259'FOR ABOUT 0.15 MILE TO THE TOP OF A RIDGE, TURN LEFT AND FOLLOW
 GY3259'RIDGE IN A WESTERLY DIRECTION FOR ABOUT 0.25 MILE TO THE HIGHEST
 GY3259'POINT OF HILL AND STATION AS DESCRIBED.  THIS IS ABOUT A 30
 GY3259'MINUTE PACK.
 GY3259'
 GY3259'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3008 ***********************************************************************
 GZ3008  DESIGNATION -  BUCKEYE
 GZ3008  PID         -  GZ3008
 GZ3008  STATE/COUNTY-  KY/GARRARD
 GZ3008  USGS QUAD   -  BUCKEYE (1952)
 GZ3008
 GZ3008                         *CURRENT SURVEY CONTROL
 GZ3008  ___________________________________________________________________
 GZ3008* NAD 83(1993)-  37 43 44.23991(N)    084 30 44.39310(W)     ADJUSTED  
 GZ3008* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 GZ3008  ___________________________________________________________________
 GZ3008  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 GZ3008  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GZ3008
 GZ3008  HORZ ORDER  -  SECOND
 GZ3008
 GZ3008.The horizontal coordinates were established by classical geodetic methods
 GZ3008.and adjusted by the National Geodetic Survey in December 1995..
 GZ3008
 GZ3008.The orthometric height was scaled from a topographic map.
 GZ3008
 GZ3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3008
 GZ3008.The geoid height was determined by GEOID03.
 GZ3008
 GZ3008;                    North         East     Units Scale Factor Converg.
 GZ3008;SPC KY1Z     - 1,155,612.894 1,609,093.150   MT  0.99990824   +0 45 35.6
 GZ3008;SPC KY1Z     - 3,791,373.30  5,279,166.44   sFT  0.99990824   +0 45 35.6
 GZ3008;SPC KY S     -   655,595.830   609,099.866   MT  0.99996908   +0 45 02.2
 GZ3008;SPC KY S     - 2,150,900.65  1,998,355.14   sFT  0.99996908   +0 45 02.2
 GZ3008;SPC KY N     -    25,446.369   476,873.243   MT  1.00004448   -0 09 47.5
 GZ3008;SPC KY N     -    83,485.30  1,564,541.63   sFT  1.00004448   -0 09 47.5
 GZ3008;UTM  16      - 4,178,656.121   719,229.534   MT  1.00019201   +1 31 22.4
 GZ3008
 GZ3008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3008!SPC KY1Z     -   0.99995865  x   0.99990824  =   0.99986690
 GZ3008!SPC KY S     -   0.99995865  x   0.99996908  =   0.99992773
 GZ3008!SPC KY N     -   0.99995865  x   1.00004448  =   1.00000313
 GZ3008!UTM  16      -   0.99995865  x   1.00019201  =   1.00015065
 GZ3008
 GZ3008|---------------------------------------------------------------------|
 GZ3008| PID    Reference Object                     Distance      Geod. Az  |
 GZ3008|                                                           dddmmss.s |
 GZ3008| DB8870 BUCKEYE RM 1                         21.512 METERS 07630     |
 GZ3008| DB8871 BUCKEYE RM 2                         25.326 METERS 13156     |
 GZ3008| GZ3012 LANCASTER GARRARD CO CTHSE          APPROX.13.6 KM 2054541.1 |
 GZ3008| GZ3013 LANCASTER MUNICIPAL TANK            APPROX.13.5 KM 2060406.3 |
 GZ3008| DB8869 BUCKEYE AZ MK                                      3465126.4 |
 GZ3008|---------------------------------------------------------------------|
 GZ3008
 GZ3008                          SUPERSEDED SURVEY CONTROL
 GZ3008
 GZ3008  NAD 83(1986)-  37 43 44.24801(N)    084 30 44.39925(W) AD(       ) 2
 GZ3008  NAD 27      -  37 43 43.96000(N)    084 30 44.62300(W) AD(       ) 2
 GZ3008
 GZ3008.Superseded values are not recommended for survey control.
 GZ3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3008.See file dsdata.txt to determine how the superseded data were derived.
 GZ3008
 GZ3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1923078656(NAD 83)
 GZ3008_MARKER: DS = TRIANGULATION STATION DISK
 GZ3008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ3008
 GZ3008  HISTORY     - Date     Condition        Report By
 GZ3008  HISTORY     - 1951     MONUMENTED       CGS
 GZ3008
 GZ3008                          STATION DESCRIPTION
 GZ3008
 GZ3008'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ3008'STATION IS LOCATED ABOUT 12 MILES WEST OF RICHMOND AND ABOUT 8 MILES
 GZ3008'NORTHEAST OF LANCASTER. IT IS 84 FEET NORTHWEST OF THE NORTHWEST
 GZ3008'CORNER OF A BARN, 27 FEET NORTHWEST OF A 36 INCH OAK TREE, 8 FEET
 GZ3008'NORTHEAST OF A STONE FENCE AND 5 FEET NORTHEAST OF A WHITE WITNESS
 GZ3008'POST. THE MARK IS FLUSH AND THE DISK IS STAMPED BUCKEYE 1951.
 GZ3008'
 GZ3008'REFERENCE MARK NO. 1 IS 61 FEET NORTHEAST OF A STONE FENCE AND 1 FOOT
 GZ3008'NORTHWEST OF A FENCELINE. THE MARK IS FLUSH AND THE DISK IS
 GZ3008'STAMPED BUCKEYE NO 1 1951.
 GZ3008'
 GZ3008'REFERENCE MARK NO. 2 IS 1 FOOT NORTHWEST OF THE NORTHWEST CORNER OF A
 GZ3008'BARN. THE MARK IS FLUSH AND THE DISK IS STAMPED BUCKEYE NO 2 1951.
 GZ3008'
 GZ3008'AZIMUTH MARK IS 9 FEET NORTHWEST OF THE CENTER OF A GRAVEL DRIVE AND
 GZ3008'2 FEET WEST OF A FENCE CORNER AND A WHITE WITNESS POST. THE MARK IS
 GZ3008'FLUSH AND THE DISK IS STAMPED BUCKEYE 1951.
 GZ3008'
 GZ3008'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 27 AND
 GZ3008'STATE HIGHWAY NO. 39 WHICH IS 0.1 MILE NORTH OF THE GARRARD COUNTY
 GZ3008'COURTHOUSE IN LANCASTER, GO NORTHEAST ON STATE HIGHWAY NO. 39 FOR
 GZ3008'10.05 MILES TO A DRIVEWAY ON THE LEFT, TURN LEFT ON DRIVEWAY AND
 GZ3008'GO 0.1 MILE TO THE NORTHWEST CORNER OF BARN AND THE STATION AS
 GZ3008'DESCRIBED.
 GZ3008'
 GZ3008'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.1 MILE ON DRIVEWAY
 GZ3008'TO STATE HIGHWAY NO. 39, TURN LEFT ON HIGHWAY AND GO 0.45 MILE TO A
 GZ3008'DRIVEWAY ON THE LEFT, TURN LEFT ON DRIVEWAY AND GO 0.15 MILE TO THE
 GZ3008'AZIMUTH MARK ON THE RIGHT.
 GZ3008'
 GZ3008'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1474 ***********************************************************************
 HA1474  CBN         -  This is a Cooperative Base Network Control Station.
 HA1474  DESIGNATION -  BUCKLER
 HA1474  PID         -  HA1474
 HA1474  STATE/COUNTY-  KY/GRAYSON
 HA1474  USGS QUAD   -  FALLS OF ROUGH (1963)
 HA1474
 HA1474                         *CURRENT SURVEY CONTROL
 HA1474  ___________________________________________________________________
 HA1474* NAD 83(1993)-  37 34 26.25644(N)    086 31 54.29242(W)     ADJUSTED  
 HA1474* NAVD 88     -       250.3    (meters)     821.     (feet)  GPS OBS   
 HA1474  ___________________________________________________________________
 HA1474  X           -     306,202.419 (meters)                     COMP
 HA1474  Y           -  -5,052,306.545 (meters)                     COMP
 HA1474  Z           -   3,868,206.757 (meters)                     COMP
 HA1474  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 HA1474  ELLIP HEIGHT-         218.95  (meters)          (11/03/04) GPS OBS
 HA1474  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 HA1474
 HA1474  HORZ ORDER  -  B
 HA1474  ELLP ORDER  -  THIRD     CLASS I
 HA1474
 HA1474.The horizontal coordinates were established by GPS observations
 HA1474.and adjusted by the National Geodetic Survey in September 1994..
 HA1474
 HA1474.The orthometric height was determined by GPS observations and a
 HA1474.high-resolution geoid model.
 HA1474
 HA1474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1474
 HA1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1474
 HA1474.The ellipsoidal height was determined by GPS observations
 HA1474.and is referenced to NAD 83.
 HA1474
 HA1474.The geoid height was determined by GEOID03.
 HA1474
 HA1474;                    North         East     Units Scale Factor Converg.
 HA1474;SPC KY1Z     - 1,137,977.262 1,430,948.249   MT  0.99991880   -0 28 47.9
 HA1474;SPC KY1Z     - 3,733,513.73  4,694,702.71   sFT  0.99991880   -0 28 47.9
 HA1474;SPC KY S     -   637,964.639   430,945.789   MT  0.99995413   -0 28 26.8
 HA1474;SPC KY S     - 2,093,055.65  1,413,861.31   sFT  0.99995413   -0 28 26.8
 HA1474;UTM  16      - 4,158,649.755   541,348.100   MT  0.99962106   +0 17 07.9
 HA1474
 HA1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1474!SPC KY1Z     -   0.99996564  x   0.99991880  =   0.99988445
 HA1474!SPC KY S     -   0.99996564  x   0.99995413  =   0.99991977
 HA1474!UTM  16      -   0.99996564  x   0.99962106  =   0.99958672
 HA1474
 HA1474|---------------------------------------------------------------------|
 HA1474| PID    Reference Object                     Distance      Geod. Az  |
 HA1474|                                                           dddmmss.s |
 HA1474| CG7300 BUCKLER RM 1                         21.556 METERS 06653     |
 HA1474| CG7299 BUCKLER AZ MK                                      1865314.6 |
 HA1474| CG7301 BUCKLER RM 2                         22.549 METERS 20829     |
 HA1474|---------------------------------------------------------------------|
 HA1474
 HA1474                          SUPERSEDED SURVEY CONTROL
 HA1474
 HA1474  ELLIP H (09/07/94)  218.99   (m)                       GP(       ) 4 1
 HA1474  NAD 83(1986)-  37 34 26.26624(N)    086 31 54.29944(W) AD(       ) 1
 HA1474  NAD 27      -  37 34 26.07900(N)    086 31 54.36600(W) AD(       ) 1
 HA1474
 HA1474.Superseded values are not recommended for survey control.
 HA1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1474.See file dsdata.txt to determine how the superseded data were derived.
 HA1474
 HA1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4134858650(NAD 83)
 HA1474_MARKER: DS = TRIANGULATION STATION DISK
 HA1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1474_SP_SET: CONCRETE POST
 HA1474_STAMPING: BUCKLER 1950
 HA1474_MARK LOGO: CGS   
 HA1474_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1474+STABILITY: SURFACE MOTION
 HA1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1474+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 HA1474
 HA1474  HISTORY     - Date     Condition        Report By
 HA1474  HISTORY     - 1950     MONUMENTED       CGS
 HA1474  HISTORY     - 1950     GOOD             CGS
 HA1474  HISTORY     - 19931117 GOOD             NGS
 HA1474  HISTORY     - 19940128 GOOD
 HA1474  HISTORY     - 20010919 GOOD             KYDT
 HA1474  HISTORY     - 20030110 GOOD             WOOLPT
 HA1474
 HA1474                          STATION DESCRIPTION
 HA1474
 HA1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1474'STATION IS LOCATED ABOUT 10 MILES SOUTH OF MCQUADY AND 10 MILES
 HA1474'SOUTHEAST OF FORDSVILLE ON THE PROPERTY OF HENRY BEACHAMP. IT
 HA1474'IS 3 FEET WEST OF A WHITE WITNESS POST AND 2 FEET WEST OF THE
 HA1474'SOUTHWEST CORNER OF A FENCE AROUND A SMALL CEMETERY. THE MARK
 HA1474'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BUCKLER 1950.
 HA1474'
 HA1474'REFERENCE MARK NO.1 IS 3 FEET NORTH OF FENCE AROUND CEMETERY. THE
 HA1474'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BUCKLER NO 1
 HA1474'1950.
 HA1474'
 HA1474'REFERENCE MARK NO.2 IS 24 FEET WEST OF CENTER OF WOODS ROAD LEADING
 HA1474'TO STATION AND CEMETERY. THE MARK PROJECTS ABOUT 2 INCHES AND THE
 HA1474'DISK IS STAMPED BUCKLER NO 2 1950.
 HA1474'
 HA1474'AZIMUTH MARK IS 35 FEET EAST OF THE SOUTHEAST CORNER OF LARGE BARN,
 HA1474'21 FEET EAST OF CENTER OF A FARM DRIVEWAY, 2 FEET NORTH OF A WHITE
 HA1474'WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE. THE MARK IS FLUSH WITH
 HA1474'THE GROUND AND THE DISK IS STAMPED BUCKLER 1950.
 HA1474'
 HA1474'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 69 AND 54 IN
 HA1474'FORDSVILLE, GO EAST AND SOUTH ON HIGHWAY 54 FOR 18.4 MILES TO A
 HA1474'CROSS ROAD, WHICH IS 0.1 MILE EAST OF THE SMALL VILLAGE OF SHORT
 HA1474'CREEK, TURN LEFT ON GRAVEL ROAD AND GO NORTH AND WEST FOR 2.9 MILES
 HA1474'TO A GRAVEL T ROAD LEFT, JUST BEYOND A ONE-STORY FRAME HOUSE ON
 HA1474'RIGHT, TURN LEFT ON GRAVEL ROAD AND GO EAST FOR 0.4 MILE TO THE END
 HA1474'OF GRAVEL ROAD, CONTINUE AHEAD ON A DIRT ROAD FOR 1.6 MILES TO A ROAD
 HA1474'FORK, TURN RIGHT AND GO 1.5 MILES TO WHERE ROAD TURNS SHARP LEFT
 HA1474'AND FRAME HOUSE ON RIGHT, TURN RIGHT OR STRAIGHT AHEAD ON FARM
 HA1474'DRIVE FOLLOWING MAIN TRACK ROAD TO A LARGE BARN, WHICH IS 0.1 MILE
 HA1474'FROM ROAD, AND AZIMUTH MARK ON RIGHT AS DESCRIBED, TURN LEFT AT
 HA1474'LARGE BARN AND FOLLOW DIM TRACK ROAD THROUGH ORCHARD FOR 0.3 MILE TO
 HA1474'TOP OF HILL AND STATION NEAR CEMETERY AS DESCRIBED.
 HA1474'
 HA1474'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HA1474
 HA1474                          STATION RECOVERY (1950)
 HA1474
 HA1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 HA1474'RECOVERED IN GOOD CONDITION.
 HA1474
 HA1474                          STATION RECOVERY (1993)
 HA1474
 HA1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HA1474'THE STATION IS LOCATED ABOUT 40 MI (64.4 KM) NORTH OF BOWLING GREEN,
 HA1474'33 MI (53.1 KM) SOUTHEAST OF OWENSBORO, 2 MI (3.2 KM) SOUTHWEST OF
 HA1474'ROUGH RIVER DAM PARK AND IN ADAMS CEMETERY ON TOP OF A HILL.
 HA1474'OWNERSHIP--ADAMS CEMETERY.
 HA1474'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS 110 AND 79
 HA1474'LOCATED 1.5 MI (2.4 KM) EAST OF FALLS OF ROUGH.  GO SOUTH ON STATE
 HA1474'HIGHWAY 79 FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF STATE ROUTE 736,
 HA1474'TURN RIGHT AND GO WEST ON ROUTE 736 FOR 0.3 MI (0.5 KM) TO A FORK,
 HA1474'TURN RIGHT AND GO NORTH ON ROUTE 736 FOR 0.1 MI (0.2 KM) TO A
 HA1474'T-JUNCTION, TURN LEFT AND GO WEST ON ROUTE 736 UPHILL FOR 0.9 MI
 HA1474'(1.4 KM) TO TOP OF GRADE AND GRAVELED DRIVE ON THE RIGHT, TURN RIGHT
 HA1474'AND GO NORTH ON THE GRAVELED DRIVE FOR 0.1 MI (0.2 KM) TO TOP OF HILL
 HA1474'AND END OF DRIVE AND STATION IN ADAMS CEMETERY.
 HA1474'THE STATION PROJECTS 7 CM ABOVE LEVEL OF THE GROUND.  LOCATED 21.4 M
 HA1474'(70.2 FT) SOUTHWEST FROM BUCKLER NO 1, 16.3 M (53.5 FT) SOUTHWEST
 HA1474'FROM E.W. HUBBARD 1913 HEADSTONE, 14.3 M (46.9 FT) NORTHWEST FROM THE
 HA1474'EDGE OF A CLEARING AND 8.8 M (28.9 FT) SOUTH FROM ALLEN YEISER
 HA1474'HEADSTONE.
 HA1474
 HA1474                          STATION RECOVERY (1994)
 HA1474
 HA1474'RECOVERED 1994
 HA1474'RECOVERED IN GOOD CONDITION.
 HA1474
 HA1474                          STATION RECOVERY (2001)
 HA1474
 HA1474'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HA1474'RECOVERED IN GOOD CONDITION.
 HA1474
 HA1474                          STATION RECOVERY (2003)
 HA1474
 HA1474'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HA1474'RECOVERED AS DESCRIBED WITH THESE ADDITIONS...
 HA1474' 
 HA1474'STATION IS 45.0 FT SSE FROM A FLAG POLE (NEAR CENTER OF CEMETARY),
 HA1474'79.0 FT SE FROM A 4 INCH  CEDAR AT EDGE OF MOWED CEMETARY PROPERTY AND
 HA1474'TALL GRASS, 106.0 FT NE OF A 24 INCH  SHAGBARK HICKORY, AND 53.5 FT SW
 HA1474'OF 'E.W. HUBBARD 1913' HEADSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1723 ***********************************************************************
 HA1723  DESIGNATION -  BUCKMAN
 HA1723  PID         -  HA1723
 HA1723  STATE/COUNTY-  KY/UNION
 HA1723  USGS QUAD   -  SMITH MILLS (1981)
 HA1723
 HA1723                         *CURRENT SURVEY CONTROL
 HA1723  ___________________________________________________________________
 HA1723* NAD 83(1993)-  37 46 15.17300(N)    087 51 20.18230(W)     ADJUSTED  
 HA1723* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 HA1723  ___________________________________________________________________
 HA1723  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 HA1723  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 HA1723
 HA1723  HORZ ORDER  -  FIRST
 HA1723
 HA1723.The horizontal coordinates were established by classical geodetic methods
 HA1723.and adjusted by the National Geodetic Survey in October 1999..
 HA1723
 HA1723.The orthometric height was scaled from a topographic map.
 HA1723
 HA1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1723
 HA1723.The geoid height was determined by GEOID03.
 HA1723
 HA1723;                    North         East     Units Scale Factor Converg.
 HA1723;SPC KY1Z     - 1,161,635.047 1,314,518.576   MT  0.99990663   -1 17 33.9
 HA1723;SPC KY1Z     - 3,811,130.98  4,312,716.36   sFT  0.99990663   -1 17 33.9
 HA1723;SPC KY S     -   661,601.659   314,505.626   MT  0.99997439   -1 16 37.1
 HA1723;SPC KY S     - 2,170,604.78  1,031,840.54   sFT  0.99997439   -1 16 37.1
 HA1723;UTM  16      - 4,180,738.961   424,646.243   MT  0.99966994   -0 31 26.7
 HA1723
 HA1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1723!SPC KY1Z     -   0.99998296  x   0.99990663  =   0.99988959
 HA1723!SPC KY S     -   0.99998296  x   0.99997439  =   0.99995735
 HA1723!UTM  16      -   0.99998296  x   0.99966994  =   0.99965290
 HA1723
 HA1723|---------------------------------------------------------------------|
 HA1723| PID    Reference Object                     Distance      Geod. Az  |
 HA1723|                                                           dddmmss.s |
 HA1723| CG7303 BUCKMAN RM 1                         26.077 METERS 08939     |
 HA1723| HA1702 CORYDON MUNICIPAL TANK              APPROX.13.4 KM 1064947.7 |
 HA1723| CG7302 BUCKMAN AZ MK                                      1371129.5 |
 HA1723| HA1706 CAMP BRECKINRIDGE N STANDPIPE       APPROX. 9.4 KM 1801156.6 |
 HA1723| CG7304 BUCKMAN RM 2                         21.102 METERS 22758     |
 HA1723| HA1728 MT VERNON CO COURTHOUSE DOME        APPROX.18.2 KM 3490448.2 |
 HA1723| HA1729 MT VERNON MUNICIPAL TANK            APPROX.19.2 KM 3491119.1 |
 HA1723| HA1732 MT VERNON ST MATTHEWS CATH CH       APPROX.18.3 KM 3491453.8 |
 HA1723| HA1733 MT VERNON TRINTY EVAN REF CH        APPROX.18.4 KM 3492334.3 |
 HA1723|---------------------------------------------------------------------|
 HA1723
 HA1723                          SUPERSEDED SURVEY CONTROL
 HA1723
 HA1723  NAD 83(1993)-  37 46 15.17353(N)    087 51 20.18261(W) AD(       ) 1
 HA1723  NAD 83(1986)-  37 46 15.17977(N)    087 51 20.18498(W) AD(       ) 1
 HA1723  NAD 27      -  37 46 15.02679(N)    087 51 20.09680(W) AD(       ) 1
 HA1723
 HA1723.Superseded values are not recommended for survey control.
 HA1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1723.See file dsdata.txt to determine how the superseded data were derived.
 HA1723
 HA1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2464680739(NAD 83)
 HA1723_MARKER: DS = TRIANGULATION STATION DISK
 HA1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1723
 HA1723  HISTORY     - Date     Condition        Report By
 HA1723  HISTORY     - 1960     MONUMENTED       CGS
 HA1723  HISTORY     - 1962     GOOD             CGS
 HA1723  HISTORY     - 1964     GOOD             FAS
 HA1723
 HA1723                          STATION DESCRIPTION
 HA1723
 HA1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1723'THE STAION IS ABOUT 6-1/2 MILES NORTHEAST OF MORGANFIELD, 5-1/2 MILES
 HA1723'SOUTHWEST OF SMITH MILLS, AND 4 MILES EAST OF UNIONTOWN ON THE
 HA1723'PROPERTY OF MRS. MARGARET WILLETT.  IT IS SET AT THE NORTH EDGE OF A
 HA1723'PASTURE, 96 FEET NORTHEAST OF THE NORTH END OF A GULLY, 27 FEET
 HA1723'NORTHEAST OF A TWIN-TRUNKED TREE, 26 FEET SOUTHWEST OF AN 18 INCH
 HA1723'TREE, AND 18 FEET SOUTHWEST OF A WITNESS POST. THE MONUMENT IS
 HA1723'14 INCHES UNDERGROUND AND THE DISK IS STAMPED BUCKMAN 1960.
 HA1723'
 HA1723'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 136 AND 359
 HA1723'IN SMITH MILLS, GO SOUTHWEST ON HIGHWAY 359 FOR 4.7 MILES TO THE
 HA1723'JUNCTION OF STATE HIGHWAY 360. TURN RIGHT AND GO WESTERLY ON HIGHWAY
 HA1723'360 FOR 1.1 MILES TO A GRAVELED SIDE ROAD LEFT. TURN LEFT AND GO
 HA1723'SOUTH ON A GRAVELED ROAD FOR 0.2 MILE TO DRIVEWAY* AND HOUSE ON THE
 HA1723'RIGHT. TURN RIGHT INTO DRIVEWAY THEN RIGHT THROUGH A BOARD GATE AND
 HA1723'TO THE EAST AND NORTH OF A LARGE BARN. THEN GO NORTHWEST ACROSS
 HA1723'PASTURE FOR ABOUT 0.1 MILE TO GATE IN FENCE. TURN LEFT AND GO WEST
 HA1723'ALONG RIDGE FOR 0.25 MILE TO STATION.
 HA1723'
 HA1723'*TO REACH THE AZIMUTH MARK FROM THIS DRIVEWAY, GO SOUTH ON THE
 HA1723'GRAVELED ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 HA1723'
 HA1723'REFERENCE MARK 1 IS 78 FEET NORTH OF THE NORTH END OF A LARGE GULLY,
 HA1723'35 FEET SOUTHWEST OF A 14 INCH TREE, AND 79 FEET EAST OF THE
 HA1723'WITNESS POST. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 HA1723'BUCKMAN NO 1 1960.
 HA1723'
 HA1723'REFERENCE MARK 2 IS 28 FEET SOUTH OF AN 8 INCH TREE, 17 FEET EAST OF
 HA1723'THE EAST EDGE OF A LARGE GULLY, AND 86 FEET SOUTHWEST OF THE
 HA1723'WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BUCKMAN
 HA1723'NO 2 1960.
 HA1723'
 HA1723'THE AZIMUTH MARK IS 14 FEET WEST OF THE CENTERLINE OF A GRAVELED
 HA1723'ROAD, 1 FOOT EAST OF A WIRE FENCE, AND 2 FEET SOUTH OF A WITNESS
 HA1723'POST. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED BUCKMAN
 HA1723'1960.
 HA1723'
 HA1723'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA1723
 HA1723                          STATION RECOVERY (1962)
 HA1723
 HA1723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1723'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HA1723'RECOVERED IN GOOD CONDITION. THE DISTANCES TO ALL MARKS CHECKED.
 HA1723'THE DIRECTIONS TO REFERENCE MARKS 1 AND 2 CHECKED. THE DIRECTION TO
 HA1723'THE AZIMUTH MARK FAILED TO CHECK BY 6.8 SECONDS LOWER VALUE.
 HA1723'
 HA1723'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 HA1723'
 HA1723'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1723
 HA1723                          STATION RECOVERY (1964)
 HA1723
 HA1723'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964 (MLO)
 HA1723'RECOVERED AS DESCRIBED.  BUCKMAN 1960 IS IN GOOD CONDITION.  AZIMUTH
 HA1723'MARK RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2106 ***********************************************************************
 HZ2106  DESIGNATION -  BUCKNER CLAYTON LAMBERT CO TK
 HZ2106  PID         -  HZ2106
 HZ2106  STATE/COUNTY-  KY/OLDHAM
 HZ2106  USGS QUAD   -  LA GRANGE (1993)
 HZ2106
 HZ2106                         *CURRENT SURVEY CONTROL
 HZ2106  ___________________________________________________________________
 HZ2106* NAD 83(1993)-  38 23 11.94853(N)    085 26 07.27193(W)     ADJUSTED  
 HZ2106* NAVD 88     -                                                        
 HZ2106  ___________________________________________________________________
 HZ2106  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 HZ2106  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HZ2106
 HZ2106  HORZ ORDER  -  THIRD
 HZ2106
 HZ2106.The horizontal coordinates were established by classical geodetic methods
 HZ2106.and adjusted by the National Geodetic Survey in December 1995..
 HZ2106
 HZ2106
 HZ2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2106
 HZ2106.The geoid height was determined by GEOID03.
 HZ2106
 HZ2106;                    North         East     Units Scale Factor Converg.
 HZ2106;SPC KY1Z     - 1,227,932.385 1,527,488.883   MT  0.99994452   +0 11 35.5
 HZ2106;SPC KY1Z     - 4,028,641.50  5,011,436.44   sFT  0.99994452   +0 11 35.5
 HZ2106;SPC KY N     -    99,082.043   396,443.194   MT  0.99996306   -0 44 14.5
 HZ2106;SPC KY N     -   325,071.67  1,300,664.05   sFT  0.99996306   -0 44 14.5
 HZ2106;UTM  16      - 4,249,875.111   636,651.333   MT  0.99982997   +0 58 18.3
 HZ2106
 HZ2106                          SUPERSEDED SURVEY CONTROL
 HZ2106
 HZ2106  NAD 83(1986)-  38 23 11.95233(N)    085 26 07.27955(W) AD(       ) 4
 HZ2106  NAD 27      -  38 23 11.72200(N)    085 26 07.43600(W) AD(       ) 3
 HZ2106
 HZ2106.Superseded values are not recommended for survey control.
 HZ2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2106.See file dsdata.txt to determine how the superseded data were derived.
 HZ2106
 HZ2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3665149875(NAD 83)
 HZ2106_MARKER: 53 = ELEVATED TANK
 HZ2106
 HZ2106  HISTORY     - Date     Condition        Report By
 HZ2106  HISTORY     - 1960     FIRST OBSERVED   CGS
 HZ2106
 HZ2106                          STATION DESCRIPTION
 HZ2106
 HZ2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (EB)
 HZ2106'THE STATION IS LOCATED ON THE EAST SIDE OF THE VILLAGE OF BUCKNER,
 HZ2106'AND ABOUT 3.5 MILES SOUTHWEST OF LAGRANGE. IT IS A 6 LEGGED STEEL
 HZ2106'STRUCTURE ABOUT 140 FEET HIGH WITH A CENTER STAND PIPE. IT IS PAINTED
 HZ2106'SILVER, AND HAS A BALL ON TOP.  THE POINT OBSERVED WAS THE CENTER
 HZ2106'OF BALL ON TOP.
 HZ2106'
 HZ2106'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 146 AND 393 ON THE EAST
 HZ2106'SIDE OF BUCKNER, GO NORTH ON STATE HIGHWAY 393 FOR 0.1 MILE TO
 HZ2106'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1535 ***********************************************************************
 HA1535  DESIGNATION -  BUEL
 HA1535  PID         -  HA1535
 HA1535  STATE/COUNTY-  KY/MCLEAN
 HA1535  USGS QUAD   -  GLENVILLE (1972)
 HA1535
 HA1535                         *CURRENT SURVEY CONTROL
 HA1535  ___________________________________________________________________
 HA1535* NAD 83(1993)-  37 33 58.99968(N)    087 10 11.70236(W)     ADJUSTED  
 HA1535* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 HA1535  ___________________________________________________________________
 HA1535  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 HA1535  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HA1535
 HA1535  HORZ ORDER  -  THIRD
 HA1535
 HA1535.The horizontal coordinates were established by classical geodetic methods
 HA1535.and adjusted by the National Geodetic Survey in December 1995..
 HA1535
 HA1535.The orthometric height was scaled from a topographic map.
 HA1535
 HA1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1535
 HA1535.The geoid height was determined by GEOID03.
 HA1535
 HA1535;                    North         East     Units Scale Factor Converg.
 HA1535;SPC KY1Z     - 1,137,802.031 1,374,569.364   MT  0.99991950   -0 52 18.4
 HA1535;SPC KY1Z     - 3,732,938.83  4,509,732.99   sFT  0.99991950   -0 52 18.4
 HA1535;SPC KY S     -   637,781.279   374,564.971   MT  0.99995359   -0 51 40.1
 HA1535;SPC KY S     - 2,092,454.08  1,228,885.24   sFT  0.99995359   -0 51 40.1
 HA1535;UTM  16      - 4,157,720.298   484,994.297   MT  0.99960277   -0 06 12.9
 HA1535
 HA1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1535!SPC KY1Z     -   0.99997922  x   0.99991950  =   0.99989873
 HA1535!SPC KY S     -   0.99997922  x   0.99995359  =   0.99993282
 HA1535!UTM  16      -   0.99997922  x   0.99960277  =   0.99958200
 HA1535
 HA1535|---------------------------------------------------------------------|
 HA1535| PID    Reference Object                     Distance      Geod. Az  |
 HA1535|                                                           dddmmss.s |
 HA1535| CG7309 BUEL RM 1                            10.278 METERS 18841     |
 HA1535| CG7308 BUEL AZ MK                                         2824601.5 |
 HA1535| CG7310 BUEL RM 2                            14.280 METERS 28528     |
 HA1535|---------------------------------------------------------------------|
 HA1535
 HA1535                          SUPERSEDED SURVEY CONTROL
 HA1535
 HA1535  NAD 83(1986)-  37 33 59.00916(N)    087 10 11.70743(W) AD(       ) 3
 HA1535  NAD 27      -  37 33 58.83600(N)    087 10 11.70900(W) AD(       ) 3
 HA1535
 HA1535.Superseded values are not recommended for survey control.
 HA1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1535.See file dsdata.txt to determine how the superseded data were derived.
 HA1535
 HA1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8499457720(NAD 83)
 HA1535_MARKER: DS = TRIANGULATION STATION DISK
 HA1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1535
 HA1535  HISTORY     - Date     Condition        Report By
 HA1535  HISTORY     - 1952     MONUMENTED       CGS
 HA1535
 HA1535                          STATION DESCRIPTION
 HA1535
 HA1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1535'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF LIVERMORE, 5 MILES
 HA1535'NORTHEAST OF CALHOUN AND 1 MILE NORTH OF BUEL AT THE SOUTHEAST
 HA1535'EDGE OF A SMALL WOODS AND ON PROPERTY OWNED BY MR. P.R. TROUTMAN.  IT
 HA1535'IS 60 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 31 FEET NORTHEAST OF
 HA1535'A TRIANGULAR BLAZED 10 INCH OAK TREE, 30 FEET NORTH OF A FENCE LINE
 HA1535'AND 4 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 HA1535'INCHES AND THE DISK IS STAMPED---BUEL 1952---.
 HA1535'
 HA1535'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTER OF THE GRAVEL
 HA1535'ROAD, 21 FEET EAST OF THE TRIANGULAR BLAZED OAK TREE AND 3 FEET
 HA1535'NORTH OF THE FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 HA1535'STAMPED---BUEL NO 1 1952---.
 HA1535'
 HA1535'REFERENCE MARK NO. 2 IS 42 FEET WEST OF THE TRIANGULAR BLAZED OAK TREE
 HA1535'AND 25 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD.  THE MARK
 HA1535'PROJECTS 4 INCHES AND THE DISK IS STAMPED---BUEL NO 2 1952---.
 HA1535'
 HA1535'AZIMUTH MARK IS 25 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 15
 HA1535'FEET WEST OF A FARM LANE, 3 FEET EAST OF A WHITE WITNESS POST
 HA1535'AND 2 FEET NORTHWEST OF A GATE POST.  THE MARK PROJECTS 6 INCHES AND
 HA1535'THE DISK IS STAMPED---BUEL 1952---.
 HA1535'
 HA1535'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 136 AND
 HA1535'81 IN CALHOUN GO EAST ON HIGHWAY 136 FOR 2.0 MILES TO THE JUNCTION
 HA1535'OF STATE HIGHWAY 250, TURN LEFT ON HIGHWAY 250 AND GO 3.3 MILES TO
 HA1535'BUEL, CONTINUE AHEAD ON HIGHWAY 250 FOR 0.4 MILE TO A GRAVEL
 HA1535'CROSSROAD TURN LEFT THEN RIGHT AND FOLLOW GRAVEL ROAD FOR 1.2 MILES
 HA1535'TO A GRAVEL CROSSROAD, TURN LEFT AND GO 0.35 MILE TO THE STATION ON
 HA1535'THE RIGHT AS DESCRIBED, CONTINUE AHEAD FOR 0.65 MILE TO THE AZIMUTH
 HA1535'MARK ON THE RIGHT AS DESCRIBED.
 HA1535'
 HA1535'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2301 ***********************************************************************
 HY2301  DESIGNATION -  BUENA VISTA RESET
 HY2301  PID         -  HY2301
 HY2301  STATE/COUNTY-  KY/GREENUP
 HY2301  USGS QUAD   -  ARGILLITE (1978)
 HY2301
 HY2301                         *CURRENT SURVEY CONTROL
 HY2301  ___________________________________________________________________
 HY2301* NAD 83(1993)-  38 23 44.09461(N)    082 48 21.46555(W)     ADJUSTED  
 HY2301* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 HY2301  ___________________________________________________________________
 HY2301  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 HY2301  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HY2301
 HY2301  HORZ ORDER  -  FIRST
 HY2301
 HY2301.The horizontal coordinates were established by classical geodetic methods
 HY2301.and adjusted by the National Geodetic Survey in December 1995..
 HY2301
 HY2301.The orthometric height was scaled from a topographic map.
 HY2301
 HY2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2301
 HY2301.The geoid height was determined by GEOID03.
 HY2301
 HY2301;                    North         East     Units Scale Factor Converg.
 HY2301;SPC KY1Z     - 1,232,933.406 1,757,130.287   MT  0.99994591   +1 48 27.1
 HY2301;SPC KY1Z     - 4,045,049.02  5,764,851.62   sFT  0.99994591   +1 48 27.1
 HY2301;SPC KY N     -   100,395.669   626,139.165   MT  0.99996286   +0 53 53.8
 HY2301;SPC KY N     -   329,381.46  2,054,258.24   sFT  0.99996286   +0 53 53.8
 HY2301;SPC OH S     -    43,961.556   573,269.363   MT  1.00008352   -0 11 38.9
 HY2301;UTM  17      - 4,251,251.126   342,290.786   MT  0.99990631   -1 07 18.8
 HY2301
 HY2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2301!SPC KY1Z     -   0.99995495  x   0.99994591  =   0.99990086
 HY2301!SPC KY N     -   0.99995495  x   0.99996286  =   0.99991781
 HY2301!SPC OH S     -   0.99995495  x   1.00008352  =   1.00003846
 HY2301!UTM  17      -   0.99995495  x   0.99990631  =   0.99986126
 HY2301
 HY2301:                Primary Azimuth Mark                     Grid Az
 HY2301:SPC KY1Z     -  BUENA VISTA AZ MK                        064 33 19.0
 HY2301:SPC KY N     -  BUENA VISTA AZ MK                        065 27 52.3
 HY2301:SPC OH S     -  BUENA VISTA AZ MK                        066 33 25.0
 HY2301:UTM  17      -  BUENA VISTA AZ MK                        067 29 04.9
 HY2301
 HY2301|---------------------------------------------------------------------|
 HY2301| PID    Reference Object                     Distance      Geod. Az  |
 HY2301|                                                           dddmmss.s |
 HY2301| DB8875 BUENA VISTA AZ MK                                  0662146.1 |
 HY2301| DB8877 BUENA VISTA RM 1                     31.181 METERS 08615     |
 HY2301| DB8876 BUENA VISTA AZ MK RESET                            1773544.2 |
 HY2301| HY2365 BIGGS RESET                         APPROX.25.0 KM 2562944.0 |
 HY2301| DB8878 BUENA VISTA RM 2                     24.367 METERS 25727     |
 HY2301| DB8879 BUENA VISTA RM 3                      7.929 METERS 26018     |
 HY2301| DB8880 BUENA VISTA RM 4                      3.211 METERS 35248     |
 HY2301|---------------------------------------------------------------------|
 HY2301
 HY2301                          SUPERSEDED SURVEY CONTROL
 HY2301
 HY2301  NAD 83(1986)-  38 23 44.10074(N)    082 48 21.46925(W) AD(       ) 1
 HY2301  NAD 27      -  38 23 43.80800(N)    082 48 21.87300(W) AD(       ) 1
 HY2301
 HY2301.Superseded values are not recommended for survey control.
 HY2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2301.See file dsdata.txt to determine how the superseded data were derived.
 HY2301
 HY2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC4229151251(NAD 83)
 HY2301_MARKER: S = SPIKE
 HY2301_SETTING: 80 = SET IN A BOULDER
 HY2301_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HY2301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY2301+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 HY2301
 HY2301  HISTORY     - Date     Condition        Report By
 HY2301  HISTORY     - 1884     MONUMENTED       CGS
 HY2301  HISTORY     - 1928     SEE DESCRIPTION  CGS
 HY2301  HISTORY     - 1931     GOOD             CGS
 HY2301  HISTORY     - 1949     SEE DESCRIPTION  CGS
 HY2301  HISTORY     - 1971     SEE DESCRIPTION  NGS
 HY2301  HISTORY     - 20040101 GOOD             GEOCAC
 HY2301
 HY2301                          STATION DESCRIPTION
 HY2301
 HY2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (ATM)
 HY2301'ON THE HIGHEST POINT OF A NARROW RIDGE, KNOWN LOCALLY AS HIGH KNOB,
 HY2301'ABOUT 2-1/2 MILES EAST OF HUNNEWELL FURNACE AND JUST TO THE LEFT OF
 HY2301'THE COUNTY ROAD TO THE OLD BUENA VISTA FURNACE AT THE POINT WHERE
 HY2301'THE ROAD CROSSES THE RIDGE.  THE STATION IS MARKED BY A SPIKE IN THE
 HY2301'TOP OF A CONCRETE PIER WHICH EXTENDS ABOUT 4-1/2 FEET ABOVE THE
 HY2301'SURFACE OF THE GROUND.  AS THE PIER WAS BUILT A SPIKE WAS INSERTED AT
 HY2301'THE CENTER AT THE FOLLOWING HEIGHTS--SIX INCHES BELOW THE GROUND AND
 HY2301'6 AND 15 INCHES BELOW THE TOP OF THE PIER.  ANY ONE OF THESE SPIKES
 HY2301'WILL GIVE THE TRUE LOCATION OF THE STATION.  THE UNDERGROUND MARK
 HY2301'IS AN EARTHENWARE PYRAMID 3 FEET BELOW THE SURFACE.  THERE ARE FOUR
 HY2301'REFERENCE MARKS AS FOLLOWS--A NAIL IN THE TOP OF A CONCRETE PIER 6
 HY2301'INCHES SQUARE AND 2 FEET LONG SET FLUSH WITH THE SURFACE OF THE
 HY2301'GROUND 2.18 METERS EAST AND A SIMILAR MARK 2.13 METERS WEST, AND A
 HY2301'NAIL IN THE TOP OF AN OAK STUB 2.38 METERS NORTH, AND SIMILAR MARK
 HY2301'2.45 METERS SOUTH.  A BLAZED STUMP MARKED WITH A TRIANGLE OF NAILS IS
 HY2301'5.88 METERS FROM THE STATION.
 HY2301
 HY2301                          STATION RECOVERY (1928)
 HY2301
 HY2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (WM)
 HY2301'REVISED DESCRIPTION AS FOLLOWS--ABOUT 3-1/2 MILES WEST OF PRINCESS, 2
 HY2301'1/2 MILES EAST OF HUNNEWELL, ON THE HIGHEST POINT OF A RIDGE LOCALLY
 HY2301'KNOWN AS HIGH KNOB.  STATION IS REACHED FROM THE MIDLAND TRAIL AT
 HY2301'PRINCESS BY ROAD TO OLD BUENA VISTA FURNACE, THENCE NORTHWESTERLY
 HY2301'ABOUT 1 MILE TO A SMALL STORE ON RIGHT.  TAKE LEFT HAND ROAD HERE AND
 HY2301'FOLLOW MAIN ROAD FOR ABOUT 2 MILES TO BILL CHAFINS HOUSE.  A TRUCK
 HY2301'CAN BE DRIVEN ABOUT 1/4 MILE BEYOND CHAFINS HOUSE IF BRIDGES WILL
 HY2301'HOLD IT. THERE IS AN OLD HOUSE AT THE END OF OF THE ROAD, AND A FOOT
 HY2301'TRAIL LEADING UP THE STEEP SLOPE TO STATION, ABOUT 1/2 MILE DISTANT.
 HY2301'
 HY2301'STATION MARK WAS REPLACED BY A STANDARD TABLET SET IN A BOULDER AND
 HY2301'CENTERED OVER THE ORIGINAL SUB MARK.  TWO NEW REFERENCE MARKS,
 HY2301'STANDARD TABLETS SET IN OUTCROP, WERE ESTABLISHED AS SHOWN IN THE
 HY2301'TABLE.
 HY2301'
 HY2301'AZIMUTH MARK IS A STANDARD TABLET SET IN A LEDGE ON A CONICAL HILL
 HY2301'IMMEDIATELY EAST OF A SMALL CULTIVATED HILLSIDE FIELD ABOUT 0.4 MILE
 HY2301'EAST OF STATION.
 HY2301
 HY2301                          STATION RECOVERY (1931)
 HY2301
 HY2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (USE)
 HY2301'DESCRIPTION AS GIVEN BY W.M. IN 1928 IS CORRECT.  THE REFERENCE MARKS
 HY2301'ARE STILL IN EXISTENCE AND WILL APPLY.  THE STATION IS IN GOOD
 HY2301'CONDITION.
 HY2301
 HY2301                          STATION RECOVERY (1949)
 HY2301
 HY2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2301'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HY2301'CONDITION, EXCEPT THE AZIMUTH MARK AND IT SHOULD BE CONSIDERED LOST.
 HY2301'A NEW AZIMUTH MARK WAS SET BY THIS PARTY.  THE DISTANCE TO THE
 HY2301'REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.  A DIFFERENCE
 HY2301'WAS FOUND IN THE DIRECTION TO THE REFERENCE MARKS AS SHOWN BELOW.  A
 HY2301'COMPLETE NEW DESCRIPTION FOLLOWS--
 HY2301'
 HY2301'STATION IS LOCATED ABOUT 3.5 MILES WEST OF PRINCESS ON A HIGH RIDGE
 HY2301'LOCALLY KNOWN AS HIGH KNOB.  IT IS ON THE WEST END OF THE RIDGE, 18
 HY2301'FEET SOUTH OF A TEN INCH TWIN OAK TREE AND 9 FEET SOUTHWEST OF A
 HY2301'WHITE WITNESS POST.  THE DISK IS SET IN AN OUTCROPPING ROCK THAT
 HY2301'PROJECTS ABOUT 12 INCHES AND IS STAMPED BUENA VISTA 1884 1928.
 HY2301'
 HY2301'REFERENCE MARK NO.1 IS 102.50 FEET EAST OF THE STATION.  IT IS 5 FEET
 HY2301'SOUTHWEST OF A 15 INCH HICKORY TREE AND FENCELINE.  THE DISK IS SET
 HY2301'IN BED ROCK FLUSH WITH THE GROUND AND STAMPED BUENA VISTA NO 1 1884
 HY2301'1928.
 HY2301'
 HY2301'REFERENCE MARK NO.2 IS 80.05 FEET WEST OF THE STATION ON THE WEST
 HY2301'SLOPE OF THE HILL.  THE DISK IS SET IN BED ROCK FLUSH WITH THE GROUND
 HY2301'AND IS STAMPED BUENA VISTA NO 2 1884 1928.
 HY2301'
 HY2301'AZIMUTH MARK IS 0.8 MILE SOUTH OF THE STATION.  IT IS 7 FEET
 HY2301'SOUTHWEST OF A FENCE CORNER, 2 FEET EAST OF A WHITE WITNESS POST AND
 HY2301'ONE FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 HY2301'AND THE DISK IS STAMPED BUENA VISTA RESET 1949.
 HY2301'
 HY2301'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2301'HIGHWAY 5 IN PRINCESS GO NORTH ON HIGHWAY 5 FOR 1.4 MILES TO A PAVED
 HY2301'T ROAD LEFT (GULF SERVICE STATION AND STORE ON THE RIGHT), TURN LEFT
 HY2301'AND GO 2 MILES TO THE END OF BLACK TOP ROAD, CONTINUE 0.9 MILE TO A
 HY2301'FORK, TAKE RIGHT FORK AND GO 0.4 MILE TO A GATE ON THE RIGHT, TURN
 HY2301'RIGHT THRU GATE AND GO UP A STEEP GRADE AND FOLLOW A DIRT ROAD FOR
 HY2301'0.5 MILE TO THE ENTRANCE TO A COAL MINE, TURN LEFT AND FOLLOW DIRT
 HY2301'ROAD FOR 0.55 MILE TO WHERE DIRT ROAD TURNS LEFT AND A DIM TRACK ROAD
 HY2301'STRAIGHT AHEAD UP A STEEP HILL, GO UP HILL FOR 0.1 MILE TO A FENCE,
 HY2301'PASS THRU FENCE AND TURN RIGHT AND FOLLOW FENCELINE FOR FOR 0.2
 HY2301'MILE TO THE STATION ON THE LEFT AS DESCRIBED.  TO REACH THE AZIMUTH
 HY2301'MARK FROM THIS POINT CONTINUE AHEAD ON GRAVEL ROAD FOR 0.4 MILE TO
 HY2301'THE END OF THE ROAD AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 HY2301'
 HY2301'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HY2301
 HY2301                          STATION RECOVERY (1971)
 HY2301
 HY2301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HY2301'THE PROJECTING ROCK WITH DISK CEMENTED IN THE TOP AND USED AS THE
 HY2301'STATION SURFACE MARK WAS FOUND SLIGHTLY TILTED, HAVING APPARENTLY
 HY2301'BEEN DISTURBED AND NEARLY COMPLETELY EXPOSED BY GRADING OPERATIONS
 HY2301'FOR THE CONSTRUCTION OF A TELEPHONE MICROWAVE RELAY MAST.  REFERENCE
 HY2301'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND IN EXCELLENT
 HY2301'CONDITION.  A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK
 HY2301'ESTABLISHED IN 1949, BUT IT WAS NOT FOUND.  THE ROCK BEARING THE
 HY2301'SURFACE STATION MARK DISK WAS REMOVED AND THE UNDERGROUND STATION
 HY2301'MARK RECOVERED IN GOOD CONDITION.  A FIRM PLUMBING BENCH WAS
 HY2301'ERECTED OVER THE UNDERGROUND STATION MARK AND THE POINT HELD,
 HY2301'AFTER WHICH THE ENTIRE STATION WAS LOWERED IN ITS EXACT, ORIGINAL
 HY2301'POSITION, AND TWO NEW REFERENCE MARKS NO. 3 AND NO. 4 WERE
 HY2301'ESTABLISHED WITHIN THE FENCED ENCLOSURE WITH THE STATION.  THE
 HY2301'STATION WAS THEN OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED
 HY2301'BETWEEN THE REFERENCE MARKS USING REFERENCE MARK NO. 1 AS THE
 HY2301'INITIAL.  IN CHECKING THE HORIZONTAL ANGLE OBSERVED THIS DATE
 HY2301'BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 A DISCREPANCY
 HY2301'OF + 02 FEET 45.2 INCHES WAS NOTED FROM THE 1928 OBSERVATIONS,
 HY2301'AND - 03 FEET 12.5 INCHES FROM THE 1949 OBSERVATIONS.  VERTICAL
 HY2301'ANGLE OBSERVATIONS WERE MADE BETWEEN THE STATION AND THE 1928
 HY2301'REFERENCE MARKS AND SLOPE MEASUREMENTS MADE.  WHEN REDUCED TO
 HY2301'THE HORIZONTAL A DISCREPANCY OF - 0.18 OF A FOOT WAS NOTED
 HY2301'FOR REFERENCE MARK NO. 1 AND - 0.11 OF A FOOT FOR REFERENCE
 HY2301'MARK NO. 2.
 HY2301'
 HY2301'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HY2301'
 HY2301'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF PRINCESS, 2-1/2
 HY2301'MILES EAST OF HUNNEWELL, ON TOP OF A HIGH RIDGE KNOWN LOCALLY AS HIGH
 HY2301'KNOB, AND ON THE PROPERTY OF THE GENERAL TELEPHONE COMPANY.
 HY2301'
 HY2301'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 60 AND STATE
 HY2301'ROUTE 5 IN THE SMALL COMMUNITY OF PRINCESS, GO NORTHWESTERLY AND
 HY2301'NORTH ON STATE ROUTE 5 FOR 1.6 MILES TO AN OILED T ROAD (BUENA
 HY2301'VISTA ROAD) LEFT AND THE OLD BUENA VISTA IRON FURNACE RUINS ON THE
 HY2301'RIGHT.  HERE TURN LEFT ON BUENA VISTA ROAD AND GO WESTERLY FOR 0.3
 HY2301'OF A MILE TO AND OILED T ROAD RIGHT, CONTINUE SOUTHWESTERLY ON
 HY2301'BUENA VISTA ROAD FOR 0.3 OF A MILE TO A FORK.  HERE KEEP THE RIGHT
 HY2301'FORK AND CONTINUE SOUTHWESTERLY AND WEST ON BUENA VISTA ROAD FOR
 HY2301'1.55 MILES TO THE END OF THE OILED SURFACE AT THE BOYD-GREENUP
 HY2301'COUNTY LINES.  HERE CONTINUE WESTERLY ON THE GRAVELED ROAD
 HY2301'FOR 0.55 OF A MILE TO A GRAVELED T ROAD LEFT LEADING UP A
 HY2301'STEEP HILL.  HERE TURN LEFT ON THIS GRAVELED ROAD AND FOLLOW MAIN
 HY2301'ROAD AROUND SWITCHBACKS, UPHILL, IN A GENERAL SOUTHWESTERLY
 HY2301'DIRECTION FOR 0.3 OF A MILE TO END OF THE ROAD AT THE FENCED
 HY2301'ENCLOSURE AROUND A TELEPHONE MICROWAVE RELAY
 HY2301'INSTALLATION, AND THE STATION INSIDE THE FENCED ENCLOSURE AS
 HY2301'DESCRIBED.
 HY2301'
 HY2301'THE STATION IS 40 FEET SOUTH-SOUTHWEST OF A POWERLINE TRANSFORMER
 HY2301'POLE, 35 FEET NORTHEAST OF THE SOUTH GATE POST OF THE ENCLOSURE, 32
 HY2301'FEET EAST OF THE NORTH GATE POST OF THE ENCLOSURE, 20 FEET EAST OF
 HY2301'THE CENTER OF THE MAIN TOWER OF THE RELAY MAST, AND 17 FEET
 HY2301'SOUTHEAST OF THE SOUTHEAST CORNER OF THE TRANSFORMER SHACK.  IT IS A
 HY2301'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE
 HY2301'MONUMENT AND THE DISK IS STAMPED BUENA VISTA 1884 1928 1971.
 HY2301'
 HY2301'REFERENCE MARK NO. 1 IS LOCATED ON THE EAST ARM OF THE RIDGE AND
 HY2301'OUTSIDE THE FENCED ENCLOSURE, 78 FEET EAST OF THE POWERLINE
 HY2301'TRANSFORMER POLE, 22 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 HY2301'ENCLOSURE FENCE, AND 1.8 FEET NORTH OF A METAL WITNESS POST AND
 HY2301'SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP
 HY2301'OF A 3 FOOT BY 3 FOOT EXPOSED SECTION OF SANDSTONE BEDROCK THAT
 HY2301'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BUENA VISTA 1884 NO
 HY2301'1 1928.
 HY2301'
 HY2301'REFERENCE MARK NO. 2 IS LOCATED ON THE WESTERN ARM OF THE RIDGE AND
 HY2301'OUTSIDE THE FENCED ENCLOSURE, 60 FEET WEST OF THE CENTER OF THE MAIN
 HY2301'TOWER OF THE RELAY MAST, 56 FEET SOUTHWEST OF THE NORTHWEST CORNER
 HY2301'POST OF THE ENCLOSURE, 50 FEET WEST OF THE SOUTHWEST CORNER POST
 HY2301'OF THE ENCLOSURE, 8 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 HY2301'TRACK ROAD, AND 3.3 FEET EAST OF A METAL WITNESS POST AND SIGN.
 HY2301'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 3
 HY2301'FOOT BY 4 FOOT EXPOSED SECTION OF SANDSTONE BEDROCK THAT PROJECTS
 HY2301'ABOUT 18 INCHES AND THE DISK IS STAMPED BUENA VISTA 1884 NO 2
 HY2301'1928.
 HY2301'
 HY2301'REFERENCE MARK NO. 3 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 HY2301'THE NORTHEAST CORNER OF THE CONCRETE FOOTING OF THE SOUTH LEG OF THE
 HY2301'COLLECTOR ANTENNA AND THE DISK IS STAMPED BUENA VISTA 1884 NO 3
 HY2301'1971.
 HY2301'
 HY2301'REFERENCE MARK NO. 4 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 HY2301'THE SOUTH CORNER OF THE CONCRETE FOOTING OF THE NORTHEAST LEG OF THE
 HY2301'COLLECTOR ANTENNA AND THE DISK IS STAMPED BUENA VISTA 1884 NO 4
 HY2301'1971.
 HY2301'
 HY2301'NONE OF THE REFERENCE MARKS COULD BE MEASURED BETWEEN.
 HY2301'
 HY2301'NOTE--THE GATE INTO THE FENCED ENCLOSURE AROUND THE STATION IS KEPT
 HY2301'LOCKED.  A KEY CAN BE OBTAINED FROM THE ASHLAND, KY. OFFICE OF THE
 HY2301'GENERAL TELEPHONE COMPANY.
 HY2301'
 HY2301'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 HY2301'EAST OF HUNNEWELL.
 HY2301
 HY2301                          STATION RECOVERY (2004)
 HY2301
 HY2301'RECOVERY NOTE BY GEOCACHING 2004 (GPL)
 HY2301'RECOVERED IN GOOD CONDITION AS DESCRIBED ALONG WITH REFERENCE MARK 3
 HY2301'AND REFERENCE MARK 4.  REFERENCE MARKS 1 AND 2 WERE NOT SOUGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2494 ***********************************************************************
 GC2494  DESIGNATION -  BUFF
 GC2494  PID         -  GC2494
 GC2494  STATE/COUNTY-  KY/CHRISTIAN
 GC2494  USGS QUAD   -  HONEY GROVE (1982)
 GC2494
 GC2494                         *CURRENT SURVEY CONTROL
 GC2494  ___________________________________________________________________
 GC2494* NAD 83(1993)-  36 59 59.14392(N)    087 19 36.06006(W)     ADJUSTED  
 GC2494* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 GC2494  ___________________________________________________________________
 GC2494  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 GC2494  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 GC2494
 GC2494  HORZ ORDER  -  THIRD
 GC2494
 GC2494.The horizontal coordinates were established by classical geodetic methods
 GC2494.and adjusted by the National Geodetic Survey in December 1995..
 GC2494
 GC2494.The orthometric height was scaled from a topographic map.
 GC2494
 GC2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2494
 GC2494.The geoid height was determined by GEOID03.
 GC2494
 GC2494;                    North         East     Units Scale Factor Converg.
 GC2494;SPC KY1Z     - 1,075,149.820 1,359,660.065   MT  1.00002105   -0 58 04.9
 GC2494;SPC KY1Z     - 3,527,387.37  4,460,818.06   sFT  1.00002105   -0 58 04.9
 GC2494;SPC KY S     -   575,126.921   359,668.143   MT  0.99996233   -0 57 22.3
 GC2494;SPC KY S     - 1,886,895.57  1,180,011.23   sFT  0.99996233   -0 57 22.3
 GC2494;UTM  16      - 4,094,895.861   470,932.866   MT  0.99961041   -0 11 47.8
 GC2494
 GC2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2494!SPC KY1Z     -   0.99997549  x   1.00002105  =   0.99999654
 GC2494!SPC KY S     -   0.99997549  x   0.99996233  =   0.99993782
 GC2494!UTM  16      -   0.99997549  x   0.99961041  =   0.99958591
 GC2494
 GC2494:                Primary Azimuth Mark                     Grid Az
 GC2494:SPC KY1Z     -  BUFF AZ MK                               053 11 50.4
 GC2494:SPC KY S     -  BUFF AZ MK                               053 11 07.8
 GC2494:UTM  16      -  BUFF AZ MK                               052 25 33.3
 GC2494
 GC2494|---------------------------------------------------------------------|
 GC2494| PID    Reference Object                     Distance      Geod. Az  |
 GC2494|                                                           dddmmss.s |
 GC2494| CG4916 BUFF AZ MK                                         0521345.5 |
 GC2494| CG4917 BUFF RM 1                            14.588 METERS 06152     |
 GC2494| CG4918 BUFF RM 2                            16.333 METERS 34708     |
 GC2494|---------------------------------------------------------------------|
 GC2494
 GC2494                          SUPERSEDED SURVEY CONTROL
 GC2494
 GC2494  NAD 83(1986)-  36 59 59.15386(N)    087 19 36.06431(W) AD(       ) 3
 GC2494  NAD 27      -  36 59 58.99800(N)    087 19 36.06100(W) AD(       ) 3
 GC2494
 GC2494.Superseded values are not recommended for survey control.
 GC2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2494.See file dsdata.txt to determine how the superseded data were derived.
 GC2494
 GC2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7093394896(NAD 83)
 GC2494_MARKER: DS = TRIANGULATION STATION DISK
 GC2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2494
 GC2494  HISTORY     - Date     Condition        Report By
 GC2494  HISTORY     - 1952     MONUMENTED       CGS
 GC2494
 GC2494                          STATION DESCRIPTION
 GC2494
 GC2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2494'STATION IS LOCATED ALONG THE SOUTHEAST SIDE OF STATE HIGHWAY 107
 GC2494'ABOUT 5 MILES WEST OF KIRKMANSVILLE AND ABOUT 2 MILES NORTHEAST OF
 GC2494'FEARSVILLE. IT IS 22 FEET SOUTHEAST OF CENTER OF HIGHWAY 107, 8 FEET
 GC2494'SOUTHWEST OF A WHITE WITNESS POST AND 5 FEET WEST OF A FENCE CORNER.
 GC2494'THE MARK IS FLUSH AND THE DISK IS STAMPED BUFF 1952.
 GC2494'
 GC2494'REFERENCE MARK NO. 1 IS 22 FEET SOUTHEAST OF CENTER OF HIGHWAY AND 1
 GC2494'FOOT NORTHWEST OF A FENCE. THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GC2494'DISK IS STAMPED BUFF NO 1 1952.
 GC2494'
 GC2494'REFERENCE MARK NO. 2 IS 27 FEET NORTHWEST OF CENTER OF HIGHWAY AND 27
 GC2494'FEET NORTHEAST OF THE CENTER OF A DRIVEWAY. THE MARK PROJECTS
 GC2494'ABOUT 2 INCHES AND THE DISK IS STAMPED BUFF NO 2 1952.
 GC2494'
 GC2494'AZIMUTH MARK IS 34 FEET SOUTHEAST OF CENTER OF HIGHWAY 107, 4 FEET
 GC2494'SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A
 GC2494'FENCE. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BUFF
 GC2494'1952.
 GC2494'
 GC2494'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 107 AND 189
 GC2494'IN FEARSVILLE, GO NORTHEAST ON HIGHWAY 107 FOR 2.1 MILES TO THE
 GC2494'STATION ON THE RIGHT AS DESCRIBED. CONTINUE NORTHEAST ON HIGHWAY 107
 GC2494'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC2494'
 GC2494'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3276 ***********************************************************************
 GY3276  DESIGNATION -  BUFFALO
 GY3276  PID         -  GY3276
 GY3276  STATE/COUNTY-  KY/PERRY
 GY3276  USGS QUAD   -  HAZARD SOUTH (1992)
 GY3276
 GY3276                         *CURRENT SURVEY CONTROL
 GY3276  ___________________________________________________________________
 GY3276* NAD 83(1993)-  37 11 36.30099(N)    083 11 02.90590(W)     ADJUSTED  
 GY3276* NAVD 88     -       621.     (meters)    2037.     (feet)  SCALED    
 GY3276  ___________________________________________________________________
 GY3276  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 GY3276  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GY3276
 GY3276  HORZ ORDER  -  SECOND
 GY3276
 GY3276.The horizontal coordinates were established by classical geodetic methods
 GY3276.and adjusted by the National Geodetic Survey in December 1995..
 GY3276
 GY3276.The orthometric height was scaled from a topographic map.
 GY3276
 GY3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3276
 GY3276.The geoid height was determined by GEOID03.
 GY3276
 GY3276;                    North         East     Units Scale Factor Converg.
 GY3276;SPC KY1Z     - 1,098,587.444 1,727,777.349   MT  0.99997548   +1 34 31.2
 GY3276;SPC KY1Z     - 3,604,282.31  5,668,549.52   sFT  0.99997548   +1 34 31.2
 GY3276;SPC KY S     -   598,539.845   727,771.879   MT  0.99994840   +1 33 21.9
 GY3276;SPC KY S     - 1,963,709.47  2,387,698.24   sFT  0.99994840   +1 33 21.9
 GY3276;UTM  17      - 4,118,563.324   306,144.360   MT  1.00006295   -1 19 14.7
 GY3276
 GY3276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3276!SPC KY1Z     -   0.99990747  x   0.99997548  =   0.99988295
 GY3276!SPC KY S     -   0.99990747  x   0.99994840  =   0.99985588
 GY3276!UTM  17      -   0.99990747  x   1.00006295  =   0.99997042
 GY3276
 GY3276|---------------------------------------------------------------------|
 GY3276| PID    Reference Object                     Distance      Geod. Az  |
 GY3276|                                                           dddmmss.s |
 GY3276| DB8882 BUFFALO RM 2                                       26312     |
 GY3276| GY3279 AVAWAM                              APPROX. 9.5 KM 2861449.6 |
 GY3276| DB8881 BUFFALO RM 1                         20.910 METERS 32532     |
 GY3276|---------------------------------------------------------------------|
 GY3276
 GY3276                          SUPERSEDED SURVEY CONTROL
 GY3276
 GY3276  NAD 83(1993)-  37 11 36.30982(N)    083 11 02.91108(W) AD(       ) 2
 GY3276  NAD 83(1986)-  37 11 36.30882(N)    083 11 02.91175(W) AD(       ) 2
 GY3276  NAD 27      -  37 11 35.96500(N)    083 11 03.28800(W) AD(       ) 2
 GY3276
 GY3276.Superseded values are not recommended for survey control.
 GY3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3276.See file dsdata.txt to determine how the superseded data were derived.
 GY3276
 GY3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB0614418563(NAD 83)
 GY3276_MARKER: DS = TRIANGULATION STATION DISK
 GY3276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3276
 GY3276  HISTORY     - Date     Condition        Report By
 GY3276  HISTORY     - 1950     MONUMENTED       CGS
 GY3276
 GY3276                          STATION DESCRIPTION
 GY3276
 GY3276'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3276'STATION IS LOCATED ABOUT 4 MILES SOUTH OF HAZARD.  IT IS 16 FEET
 GY3276'SOUTHEAST OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 GY3276'SOUTHWEST SIDE AND 5 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 GY3276'PROJECTS 4 INCHES AND THE DISK IS STAMPED BUFFALO 1950.
 GY3276'
 GY3276'REFERENCE MARK NO. 1 IS 3 FEET NORTH OF A 12 INCH OAK TREE.  THE MARK
 GY3276'PROJECTS 4 INCHES AND THE DISK IS STAMPED BUFFALO NO. 1 1950.
 GY3276'
 GY3276'REFERENCE MARK NO. 2 IS 10 FEET NORTHWEST OF DIRT ROAD.  THE MARK
 GY3276'PROJECTS 4 INCHES AND THE DISK IS STAMPED BUFFALO NO. 2 1950.
 GY3276'
 GY3276'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3276'
 GY3276'TO REACH THE STATION FROM THE INTERSECTION OF EAST MAIN STREET AND
 GY3276'HIGH STREET IN HAZARD, GO SOUTHEAST ON STATE HIGHWAY NO. 15 FOR 3.75
 GY3276'MILES TO A T-ROAD RIGHT AT THE SOUTH END OF BRIDGE OVER THE KENTUCKY
 GY3276'RIVER, TURN RIGHT AND GO 1.2 MILE TO WHERE ROAD FORKS AT A COAL
 GY3276'TIPPLE, TURN LEFT AND GO UP HILL FOR 1.5 MILE TO A T-ROAD
 GY3276'INTERSECTION, TURN RIGHT AND GO 0.45 MILE TO A T-ROAD LEFT ON TOP
 GY3276'OF HILL, TURN LEFT AND GO 0.3 MILE TO A T-ROAD RIGHT, TURN RIGHT AND
 GY3276'GO 0.5 MILE TO A POWER PLANT ON THE RIGHT AND A T-ROAD LEFT UP
 GY3276'HILL, TURN LEFT AND GO 0.45 MILE TO A DIM ROAD LEFT, TURN LEFT UP
 GY3276'STEEP GRADE AND GO 0.05 MILE TO TOP OF HILL AND THE STATION AS
 GY3276'DESCRIBED.
 GY3276'
 GY3276'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2796 ***********************************************************************
 GZ2796  DESIGNATION -  BUFFALO
 GZ2796  PID         -  GZ2796
 GZ2796  STATE/COUNTY-  KY/LARUE
 GZ2796  USGS QUAD   -  HODGENVILLE (1987)
 GZ2796
 GZ2796                         *CURRENT SURVEY CONTROL
 GZ2796  ___________________________________________________________________
 GZ2796* NAD 83(1993)-  37 31 08.78934(N)    085 42 34.59389(W)     ADJUSTED  
 GZ2796* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 GZ2796  ___________________________________________________________________
 GZ2796  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 GZ2796  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GZ2796
 GZ2796  HORZ ORDER  -  THIRD
 GZ2796
 GZ2796.The horizontal coordinates were established by classical geodetic methods
 GZ2796.and adjusted by the National Geodetic Survey in December 1995..
 GZ2796
 GZ2796.The orthometric height was scaled from a topographic map.
 GZ2796
 GZ2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2796
 GZ2796.The geoid height was determined by GEOID03.
 GZ2796
 GZ2796;                    North         East     Units Scale Factor Converg.
 GZ2796;SPC KY1Z     - 1,131,601.384 1,503,570.375   MT  0.99992428   +0 01 29.3
 GZ2796;SPC KY1Z     - 3,712,595.54  4,932,963.81   sFT  0.99992428   +0 01 29.3
 GZ2796;SPC KY S     -   631,592.087   503,570.469   MT  0.99995059   +0 01 28.2
 GZ2796;SPC KY S     - 2,072,148.37  1,652,130.78   sFT  0.99995059   +0 01 28.2
 GZ2796;UTM  16      - 4,153,243.367   614,031.162   MT  0.99976017   +0 47 09.5
 GZ2796
 GZ2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2796!SPC KY1Z     -   0.99996637  x   0.99992428  =   0.99989065
 GZ2796!SPC KY S     -   0.99996637  x   0.99995059  =   0.99991696
 GZ2796!UTM  16      -   0.99996637  x   0.99976017  =   0.99972654
 GZ2796
 GZ2796:                Primary Azimuth Mark                     Grid Az
 GZ2796:SPC KY1Z     -  BUFFALO AZ MK                            119 18 26.2
 GZ2796:SPC KY S     -  BUFFALO AZ MK                            119 18 27.3
 GZ2796:UTM  16      -  BUFFALO AZ MK                            118 32 46.0
 GZ2796
 GZ2796|---------------------------------------------------------------------|
 GZ2796| PID    Reference Object                     Distance      Geod. Az  |
 GZ2796|                                                           dddmmss.s |
 GZ2796| CG7314 BUFFALO AZ MK                                      1191955.5 |
 GZ2796| CG7315 BUFFALO RM 1                         25.316 METERS 12240     |
 GZ2796| CG7316 BUFFALO RM 2                         22.987 METERS 18949     |
 GZ2796|---------------------------------------------------------------------|
 GZ2796
 GZ2796                          SUPERSEDED SURVEY CONTROL
 GZ2796
 GZ2796  NAD 83(1986)-  37 31 08.79726(N)    085 42 34.60190(W) AD(       ) 3
 GZ2796  NAD 27      -  37 31 08.57800(N)    085 42 34.71100(W) AD(       ) 3
 GZ2796
 GZ2796.Superseded values are not recommended for survey control.
 GZ2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2796.See file dsdata.txt to determine how the superseded data were derived.
 GZ2796
 GZ2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG1403153243(NAD 83)
 GZ2796_MARKER: DS = TRIANGULATION STATION DISK
 GZ2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2796
 GZ2796  HISTORY     - Date     Condition        Report By
 GZ2796  HISTORY     - 1951     MONUMENTED       CGS
 GZ2796  HISTORY     - 1959     GOOD             CGS
 GZ2796
 GZ2796                          STATION DESCRIPTION
 GZ2796
 GZ2796'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2796'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF HODGENVILLE AND 3/4
 GZ2796'MILE NORTHWEST OF BUFFALO ON PROPERTY OWNED BY MR.  S.T. SHAW. IT
 GZ2796'IS 65 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 31E, 56 FEET
 GZ2796'NORTHWEST OF THE CENTER OF A GRAVEL LANE AND 13 FEET SOUTHWEST OF A
 GZ2796'WHITE WITNESS POST AND A FENCE. THE MARK PROJECTS ABOUT 4 INCHES AND
 GZ2796'THE DISK IS STAMPED BUFFALO 1951.
 GZ2796'
 GZ2796'REFERENCE MARK NO. 1 IS 50 FEET SOUTHWEST OF THE CENTER OF HIGHWAY
 GZ2796'31E, 25 FEET SOUTHEAST OF THE CENTER OF THE GRAVEL LANE AND 3 FEET
 GZ2796'NORTHEAST OF A FENCE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GZ2796'IS STAMPED BUFFALO NO 1 1951.
 GZ2796'
 GZ2796'REFERENCE MARK NO. 2 IS 53 FEET NORTHWEST OF THE CENTER OF THE
 GZ2796'GRAVEL LANE AND 1 FOOT EAST OF A FENCE. THE MARK PROJECTS
 GZ2796'ABOUT 2 INCHES AND THE DISK IS STAMPED BUFFALO NO 2 1951.
 GZ2796'
 GZ2796'AZIMUTH MARK IS 28 FEET NORTHEAST OF THE CENTER OF HIGHWAY 31E, 10
 GZ2796'FEET NORTHWEST OF A POWER LINE POLE, 2 FEET NORTHWEST OF A WHITE
 GZ2796'WITNESS POST AND 1 FOOT SOUTHWEST OF A FENCE. THE MARK PROJECTS ABOUT
 GZ2796'3 INCHES AND THE DISK IS STAMPED BUFFALO 1951.
 GZ2796'
 GZ2796'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31E AND STATE
 GZ2796'HIGHWAYS 61 AND 410 IN THE NORTH EDGE OF BUFFALO, GO NORTHWEST ON
 GZ2796'HIGHWAY 31E FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GZ2796'DESCRIBED, CONTINUE NORTHWEST ON HIGHWAY FOR 0.25 MILE TO A CURVE
 GZ2796'AND THE STATION ON THE LEFT AS DESCRIBED.
 GZ2796'
 GZ2796'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GZ2796
 GZ2796                          STATION RECOVERY (1959)
 GZ2796
 GZ2796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 GZ2796'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 GZ2796'DESCRIPTION IS ADEQUATE WITH ONE EXCEPTION--THE STATION IS 13 FEET
 GZ2796'EAST OF THE WHITE WITNESS POST AND FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2562 ***********************************************************************
 HY2562  CBN         -  This is a Cooperative Base Network Control Station.
 HY2562  DESIGNATION -  BULK
 HY2562  PID         -  HY2562
 HY2562  STATE/COUNTY-  KY/ROWAN
 HY2562  USGS QUAD   -  MOREHEAD (1978)
 HY2562
 HY2562                         *CURRENT SURVEY CONTROL
 HY2562  ___________________________________________________________________
 HY2562* NAD 83(1993)-  38 10 58.87592(N)    083 25 54.52003(W)     ADJUSTED  
 HY2562* NAVD 88     -       220.4    (meters)     723.     (feet)  GPS OBS   
 HY2562  ___________________________________________________________________
 HY2562  X           -     574,220.797 (meters)                     COMP
 HY2562  Y           -  -4,987,094.871 (meters)                     COMP
 HY2562  Z           -   3,921,548.569 (meters)                     COMP
 HY2562  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 HY2562  ELLIP HEIGHT-         187.90  (meters)          (11/03/04) GPS OBS
 HY2562  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY2562
 HY2562  HORZ ORDER  -  B
 HY2562  ELLP ORDER  -  THIRD     CLASS I
 HY2562
 HY2562.The horizontal coordinates were established by GPS observations
 HY2562.and adjusted by the National Geodetic Survey in September 1994..
 HY2562
 HY2562.The orthometric height was determined by GPS observations and a
 HY2562.high-resolution geoid model.
 HY2562
 HY2562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY2562
 HY2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2562
 HY2562.The ellipsoidal height was determined by GPS observations
 HY2562.and is referenced to NAD 83.
 HY2562
 HY2562.The geoid height was determined by GEOID03.
 HY2562
 HY2562;                    North         East     Units Scale Factor Converg.
 HY2562;SPC KY1Z     - 1,207,806.474 1,703,067.867   MT  0.99991922   +1 25 23.8
 HY2562;SPC KY1Z     - 3,962,611.74  5,587,481.83   sFT  0.99991922   +1 25 23.8
 HY2562;SPC KY N     -    76,131.331   571,681.791   MT  0.99997432   +0 30 32.3
 HY2562;SPC KY N     -   249,774.21  1,875,592.68   sFT  0.99997432   +0 30 32.3
 HY2562;UTM  17      - 4,228,916.993   287,009.972   MT  1.00015873   -1 30 13.9
 HY2562
 HY2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2562!SPC KY1Z     -   0.99997052  x   0.99991922  =   0.99988974
 HY2562!SPC KY N     -   0.99997052  x   0.99997432  =   0.99994484
 HY2562!UTM  17      -   0.99997052  x   1.00015873  =   1.00012924
 HY2562
 HY2562                          SUPERSEDED SURVEY CONTROL
 HY2562
 HY2562  ELLIP H (09/07/94)  187.89   (m)                       GP(       ) 4 1
 HY2562
 HY2562.Superseded values are not recommended for survey control.
 HY2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2562.See file dsdata.txt to determine how the superseded data were derived.
 HY2562
 HY2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8701028917(NAD 83)
 HY2562_MARKER: DH = HORIZONTAL CONTROL DISK
 HY2562_SETTING: 66 = SET IN ROCK OUTCROP
 HY2562_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HY2562_STAMPING: BULK 1993
 HY2562_MARK LOGO: NGS   
 HY2562_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2562+STABILITY: POSITION/ELEVATION WELL
 HY2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY2562+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002
 HY2562
 HY2562  HISTORY     - Date     Condition        Report By
 HY2562  HISTORY     - 1993     MONUMENTED       NGS
 HY2562  HISTORY     - 20020924 GOOD             KYDT
 HY2562  HISTORY     - 20021116 GOOD             WOOLPT
 HY2562
 HY2562                          STATION DESCRIPTION
 HY2562
 HY2562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HY2562'THE STATION IS LOCATED ABOUT 24.0 KM (14.90 MI) SOUTHWEST OF OLIVE
 HY2562'HILL, 9.6 KM (5.95 MI) NORTHEAST OF FARMERS 4.0 KM (2.50 MI)
 HY2562'SOUTHEAST OF INTERSTATE HIGHWAY 64 AND IN THE TOWN OF MOREHEAD.
 HY2562'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 HY2562'TO REACH THE STATION FROM INTERSTATE HIGHWAY 64 AND STATE HIGHWAY 32
 HY2562'(EXIT 137) IN NORTH MOREHEAD, GO SOUTH ON HIGHWAY 32 FOR 4.4 KM
 HY2562'(2.75 MI) TO U.S. HIGHWAY 60 BUSINESS, CONTINUE AHEAD ON HIGHWAY 32
 HY2562'FOR 0.22 KM (0.15 MI) TO U.S. HIGHWAY 60 BYPASS, TURN LEFT EASTERLY
 HY2562'ON HIGHWAY 60 BYPASS FOR 0.8 KM (0.50 MI) TO THE STATION ON THE
 HY2562'RIGHT.
 HY2562'THE STATION IS SET IN A ROCK OUTCROP ABOUT LEVEL WITH HIGHWAY 60.
 HY2562'LOCATED 86.26 M (283.00 FT) SOUTHWEST FROM THE CENTER OF A PAVED
 HY2562'STREET, 29.57 SOUTHEAST FROM THE CENTERLINE OF HIGHWAY 60 BYPASS
 HY2562'23.01 M (75.49 FT) NORTHWEST FROM THE CENTER OF A PAVED STREET AND
 HY2562'16.15 M (52.99 FT) NORTHWEST FROM A WITNESS POST AT A UTILITY POLE.
 HY2562
 HY2562                          STATION RECOVERY (2002)
 HY2562
 HY2562'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HY2562'FOUND DISK WITH EDGES EXPOSED BUT SOLID. MARK WAS RECEMENTED AT THIS
 HY2562'TIME. MARK IS 8.8 FEET SOUTHEAST OF A CHAIN LINK R/W FENCE, THE TWO
 HY2562'PAVED STREETS MENTIONED IN THE DESCRIPTION ARE CITY PARK DRIVE AND
 HY2562'ROWAN STREET RESPECTIVELY, MARK IS ALSO DIRECTLY NORTHEAST AND ACROSS
 HY2562'ROWAN STREET FROM A ASHLAND OIL BULK PLANT.
 HY2562
 HY2562                          STATION RECOVERY (2002)
 HY2562
 HY2562'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 HY2562'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3288 ***********************************************************************
 GY3288  DESIGNATION -  BULLSKIN
 GY3288  PID         -  GY3288
 GY3288  STATE/COUNTY-  KY/LESLIE
 GY3288  USGS QUAD   -  HYDEN WEST (1980)
 GY3288
 GY3288                         *CURRENT SURVEY CONTROL
 GY3288  ___________________________________________________________________
 GY3288* NAD 83(1993)-  37 11 55.54768(N)    083 28 53.61692(W)     ADJUSTED  
 GY3288* NAVD 88     -       555.     (meters)    1821.     (feet)  SCALED    
 GY3288  ___________________________________________________________________
 GY3288  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 GY3288  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GY3288
 GY3288  HORZ ORDER  -  SECOND
 GY3288
 GY3288.The horizontal coordinates were established by classical geodetic methods
 GY3288.and adjusted by the National Geodetic Survey in December 1995..
 GY3288
 GY3288.The orthometric height was scaled from a topographic map.
 GY3288
 GY3288.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3288
 GY3288.The geoid height was determined by GEOID03.
 GY3288
 GY3288;                    North         East     Units Scale Factor Converg.
 GY3288;SPC KY1Z     - 1,098,496.721 1,701,365.824   MT  0.99997438   +1 23 33.8
 GY3288;SPC KY1Z     - 3,603,984.66  5,581,897.71   sFT  0.99997438   +1 23 33.8
 GY3288;SPC KY S     -   598,457.480   701,361.030   MT  0.99994818   +1 22 32.6
 GY3288;SPC KY S     - 1,963,439.25  2,301,048.65   sFT  0.99994818   +1 22 32.6
 GY3288;UTM  17      - 4,119,806.777   279,757.897   MT  1.00019757   -1 30 03.3
 GY3288
 GY3288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3288!SPC KY1Z     -   0.99991782  x   0.99997438  =   0.99989220
 GY3288!SPC KY S     -   0.99991782  x   0.99994818  =   0.99986601
 GY3288!UTM  17      -   0.99991782  x   1.00019757  =   1.00011537
 GY3288
 GY3288|---------------------------------------------------------------------|
 GY3288| PID    Reference Object                     Distance      Geod. Az  |
 GY3288|                                                           dddmmss.s |
 GY3288| DB8886 BULLSKIN RM 1                        16.234 METERS 17134     |
 GY3288| DB8887 BULLSKIN RM 2                        21.715 METERS 22724     |
 GY3288| GY2754 CHERRY TREE                         APPROX.12.2 KM 3173714.5 |
 GY3288|---------------------------------------------------------------------|
 GY3288
 GY3288                          SUPERSEDED SURVEY CONTROL
 GY3288
 GY3288  NAD 83(1986)-  37 11 55.55502(N)    083 28 53.62212(W) AD(       ) 2
 GY3288  NAD 27      -  37 11 55.22500(N)    083 28 53.94700(W) AD(       ) 2
 GY3288
 GY3288.Superseded values are not recommended for survey control.
 GY3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3288.See file dsdata.txt to determine how the superseded data were derived.
 GY3288
 GY3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB7975819807(NAD 83)
 GY3288_MARKER: DS = TRIANGULATION STATION DISK
 GY3288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3288_SP_SET: PREFABRICATED CONCRETE POST
 GY3288
 GY3288  HISTORY     - Date     Condition        Report By
 GY3288  HISTORY     - 1950     MONUMENTED       CGS
 GY3288
 GY3288                          STATION DESCRIPTION
 GY3288
 GY3288'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3288'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF HYDEN ON A HIGH
 GY3288'TIMBERED HILL OWNED BY LUCIE NEALS.  IT IS 26 FEET NORTH OF AN 8
 GY3288'INCH OAK TREE AND 8 FEET EAST OF A WHITE WITNESS POST AND ON THE
 GY3288'HIGHEST POINT OF THE HILL.  THE MARK IS A 6 INCH CAST IRON PIPE
 GY3288'THAT PROJECTS 6 INCHES WITH A STANDARD DISK CEMENTED IN THE TOP
 GY3288'STAMPED BULLSKIN 1950.
 GY3288'
 GY3288'REFERENCE MARK NO. 1 IS 8 FEET NORTHEAST OF A 6 INCH OAK TREE.  THE
 GY3288'MARK IS A 4 INCH CAST IRON PIPE THAT PROJECTS ABOUT 6 INCHES WITH A
 GY3288'STANDARD DISK CEMENTED IN THE TOP STAMPED BULLSKIN NO. 1 1950.
 GY3288'
 GY3288'REFERENCE MARK NO. 2 IS 5 FEET WEST OF A TWIN ELM TREE.  THE MARK IS
 GY3288'A 4 INCH CAST IRON PIPE WITH A STANDARD DISK CEMENTED IN THE
 GY3288'TOP STAMPED BULLSKIN NO. 2 1950.
 GY3288'
 GY3288'NO AZIMUTH MARK SET.
 GY3288'
 GY3288'TO REACH THE STATION FROM THE COURTHOUSE IN HYDEN, GO WEST ON STATE
 GY3288'HIGHWAY 80 FOR 11.0 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO 3.5
 GY3288'MILES TO MR. SMALLWOODS HOUSE ON THE LEFT, CONTINUE 0.1 MILE TO THE
 GY3288'TOP OF THE HILL AND END OF TRUCK TRAVEL.  FROM HERE PACK
 GY3288'NORTHEAST, ACROSS FIELD TO A WELL MARKED TRAIL LEADING UP HILL, TAKE
 GY3288'TRAIL UP HILL PASSING A FEW LARGE ROCKS ON THE RIGHT TO THE
 GY3288'HIGHEST POINT AND STATION AS DESCRIBED.  (ABOUT 35 MINUTE PACK.)
 GY3288'
 GY3288'HEIGHT OF LIGHT ABOVE STATION MARK 16 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3018 ***********************************************************************
 GZ3018  DESIGNATION -  BURDETTE
 GZ3018  PID         -  GZ3018
 GZ3018  STATE/COUNTY-  KY/GARRARD
 GZ3018  USGS QUAD   -  BRYANTSVILLE (1979)
 GZ3018
 GZ3018                         *CURRENT SURVEY CONTROL
 GZ3018  ___________________________________________________________________
 GZ3018* NAD 83(1993)-  37 41 04.74704(N)    084 38 45.48163(W)     ADJUSTED  
 GZ3018* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 GZ3018  ___________________________________________________________________
 GZ3018  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 GZ3018  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 GZ3018
 GZ3018  HORZ ORDER  -  FIRST
 GZ3018
 GZ3018.The horizontal coordinates were established by classical geodetic methods
 GZ3018.and adjusted by the National Geodetic Survey in December 1995..
 GZ3018
 GZ3018.The orthometric height was scaled from a topographic map.
 GZ3018
 GZ3018.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3018
 GZ3018.The geoid height was determined by GEOID03.
 GZ3018
 GZ3018;                    North         East     Units Scale Factor Converg.
 GZ3018;SPC KY1Z     - 1,150,548.602 1,597,372.705   MT  0.99991052   +0 40 40.2
 GZ3018;SPC KY1Z     - 3,774,758.21  5,240,713.62   sFT  0.99991052   +0 40 40.2
 GZ3018;SPC KY S     -   650,533.044   597,377.975   MT  0.99996406   +0 40 10.4
 GZ3018;SPC KY S     - 2,134,290.50  1,959,897.57   sFT  0.99996406   +0 40 10.4
 GZ3018;SPC KY N     -    20,570.977   465,071.033   MT  1.00005464   -0 14 46.7
 GZ3018;SPC KY N     -    67,489.95  1,525,820.55   sFT  1.00005464   -0 14 46.7
 GZ3018;UTM  16      - 4,173,435.020   707,574.574   MT  1.00013074   +1 26 22.5
 GZ3018
 GZ3018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3018!SPC KY1Z     -   0.99995255  x   0.99991052  =   0.99986308
 GZ3018!SPC KY S     -   0.99995255  x   0.99996406  =   0.99991662
 GZ3018!SPC KY N     -   0.99995255  x   1.00005464  =   1.00000719
 GZ3018!UTM  16      -   0.99995255  x   1.00013074  =   1.00008329
 GZ3018
 GZ3018|---------------------------------------------------------------------|
 GZ3018| PID    Reference Object                     Distance      Geod. Az  |
 GZ3018|                                                           dddmmss.s |
 GZ3018| DB8894 BURDETTE RM 3                        16.438 METERS 00236     |
 GZ3018| GZ3013 LANCASTER MUNICIPAL TANK            APPROX. 9.3 KM 1403812.0 |
 GZ3018| DB8892 BURDETTE RM 1                        39.529 METERS 18701     |
 GZ3018| DB8891 BURDETTE RM 2 RESET                                2685957.8 |
 GZ3018| DB8893 BURDETTE RM 2 AZIMUTH                              2690001.7 |
 GZ3018|---------------------------------------------------------------------|
 GZ3018
 GZ3018                          SUPERSEDED SURVEY CONTROL
 GZ3018
 GZ3018  NAD 83(1986)-  37 41 04.75550(N)    084 38 45.48782(W) AD(       ) 1
 GZ3018  NAD 27      -  37 41 04.47000(N)    084 38 45.69400(W) AD(       ) 1
 GZ3018
 GZ3018.Superseded values are not recommended for survey control.
 GZ3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3018.See file dsdata.txt to determine how the superseded data were derived.
 GZ3018
 GZ3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG0757573435(NAD 83)
 GZ3018_MARKER: DS = TRIANGULATION STATION DISK
 GZ3018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ3018
 GZ3018  HISTORY     - Date     Condition        Report By
 GZ3018  HISTORY     - 1928     MONUMENTED       CGS
 GZ3018  HISTORY     - 1935     GOOD             KYGS
 GZ3018  HISTORY     - 1935     GOOD             CGS
 GZ3018  HISTORY     - 1948     MARK NOT FOUND   KYHD
 GZ3018  HISTORY     - 1951     GOOD             CGS
 GZ3018  HISTORY     - 1963     GOOD             CGS
 GZ3018
 GZ3018                          STATION DESCRIPTION
 GZ3018
 GZ3018'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 GZ3018'ABOUT 7 MILES NW OF LANCASTER AND THE SAME DISTANCE NE FROM DANVILLE,
 GZ3018'1/4 MILE E OF THE LANCASTER, BRYANTSVILLE, NICHOLASVILLE AND
 GZ3018'LEXINGTON HIGHWAY AND ABOUT 1/3 MILE NE OF THE DIXIE STOCK FARM ON
 GZ3018'THE HIGHEST AND NORTHERN ONE OF TWO PROMINENT KNOBS, LOCALLY KNOWN AS
 GZ3018'BURDETTE KNOB. LAND IS OWNED BY SAM SPEAKS. ABOUT 100 YARDS TO THE
 GZ3018'NORTHWARD OF THE DIXIE STOCK FARM BUILDINGS, A LANE LEADS EASTWARD
 GZ3018'TO THE KNOB FROM DANVILLE. FOLLOW THE NICHOLASVILLE ROAD TO JUNCTION
 GZ3018'WITH LANCASTER-NICHOLASVILLE ROAD, THEN FOLLOW LANCASTER ROAD SE
 GZ3018'ABOUT 1/4 MILE TO LANE LEADING TO KNOB.
 GZ3018'
 GZ3018'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GZ3018'SET IN CONCRETE.
 GZ3018'
 GZ3018'REFERENCE MARK NO.2 (AZIMUTH MARK) (NNW) IS ABOUT 1/4 MILE INSIDE
 GZ3018'FENCE LINE ON E SIDE OF HIGHWAY ABOUT 100 YARDS N OF LANE.
 GZ3018
 GZ3018                          STATION RECOVERY (1935)
 GZ3018
 GZ3018'RECOVERY NOTE BY KENTUCKY GEODETIC SURVEY 1935
 GZ3018'STATION AND REFERENCE MARKS IN GOOD CONDITION. DESCRIPTION EASILY
 GZ3018'FOLLOWED.
 GZ3018
 GZ3018                          STATION RECOVERY (1935)
 GZ3018
 GZ3018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GZ3018'THE STATION AND REFERENCE MARKS LOCATED ON THE HIGHEST AND MOST
 GZ3018'NORTHLY OF TWO PROMINENT KNOBS (LOCALLY KNOWN AS BURDETTE
 GZ3018'KNOB) ABOUT 7 MILES NW OF LANCASTER AND 7 MILES NE OF DANVILLE, WERE
 GZ3018'FOUND IN GOOD CONDITION. THE STATION IS LOCATED IN THE SUMMIT OF
 GZ3018'THE CLEARED KNOB, THE PROPERTY OF MR. SAM SPEAKS.
 GZ3018'
 GZ3018'REFERENCE MARK NO.1 IS SSE OF THE STATION S EDGE OF THE KNOB.
 GZ3018'
 GZ3018'ANOTHER REFERENCE MARK, A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 GZ3018'IN A BOULDER, WAS SET N OF THE STATION ON THE N EDGE OF THE KNOLL.
 GZ3018'THE OLD MARKS WERE FOUND IN APPARENTLY THEIR ORIGINAL POSITIONS.
 GZ3018'
 GZ3018'TO REACH THE STATION FROM DANVILLE- GO E ON THE MAIN STREET FOR 0.45
 GZ3018'MILE TO THE JUNCTION OF HIGHWAYS AT A GULF GASOLINE STATION. TURN
 GZ3018'LEFT ON HIGHWAY 34 AND GO 7.75 MILES TO INTERSECTION WITH U.S.
 GZ3018'HIGHWAY 27. TURN RIGHT ON U.S. HIGHWAY 27 AND GO S 0.95 MILE TO A
 GZ3018'GRAVEL T-ROAD. TURN LEFT ON GRAVEL ROAD AND GO 0.25 MILE TO TOP OF
 GZ3018'GRADE. LEAVE TRUCK HERE AND GO E UP SIDE OF KNOB ABOUT 0.1 MILE TO
 GZ3018'TOP AND STATION.
 GZ3018'
 GZ3018'THE OLD REFERENCE MARKS WERE REMEASURED IN DISTANCE AND DIRECTION,
 GZ3018'DISCREPANCIES BEING NOTED.
 GZ3018'
 GZ3018'A 4-FOOT STAND TO CLEAR ALL LINES.
 GZ3018'
 GZ3018'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 GZ3018
 GZ3018                          STATION RECOVERY (1948)
 GZ3018
 GZ3018'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1948 (BTM)
 GZ3018'LETTERS OF MR. B.T. MOYNAHAN, DISTRICT ENGR., DEPARTMENT OF HIGHWAYS,
 GZ3018'LEXINGTON, KY., DATED MARCH 12, 1948 AND APRIL 16, 1948-
 GZ3018'
 GZ3018'REFERENCE MARK NO. 2 (AZIMUTH) WHICH IS LOCATED ONE MILE SOUTH OF THE
 GZ3018'JUNCTION OF U.S. 27 AND KY 34 AT CAMP DICK ROBINSON, WAS
 GZ3018'DESTROYED DUE TO HIGHWAY CONSTRUCTION.
 GZ3018'
 GZ3018'REFERENCE MARK DISK STAMPED AZIMUTH TO BURDETTE RECEIVED AT THIS
 GZ3018'OFFICE 5/3/48.
 GZ3018'
 GZ3018'OFFICE NOTE- EVIDENTLY A NEW AZIMUTH MARK, R.M. NO. 2 WAS ESTABLISHED
 GZ3018'IN 1935, AND THIS IS R.M. NO. 2, AZIMUTH MARK, 1928. SEE 1951
 GZ3018'RECOVERY NOTE.
 GZ3018
 GZ3018                          STATION RECOVERY (1951)
 GZ3018
 GZ3018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ3018'THE STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GZ3018'CONDITION. THE DIRECTION TO REFERENCE MARK NO 3 FAILED TO CHECK AS
 GZ3018'NOTED. THE OLD DESCRIPTION IS ADEQUATE.
 GZ3018'
 GZ3018'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 GZ3018
 GZ3018                          STATION RECOVERY (1963)
 GZ3018
 GZ3018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 GZ3018'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1951
 GZ3018'RECOVERY NOTE AND FOUND IN EXCELLENT CONDITION.  DUE TO CHANGES IN
 GZ3018'THE HIGHWAYS AND THE AREA AROUND THE STATION, THE 1951 RECOVERY
 GZ3018'NOTE IS NOT NOW COMPLETELY ADEQUATE.  FOLLOWING IS A NEW AND
 GZ3018'COMPLETE DESCRIPTION.
 GZ3018'
 GZ3018'THE STATION IS ON TOP OF THE HIGHEST AND NORTHERN ONE OF TWO
 GZ3018'PROMINENT KNOBS KNOWN LOCALLY AS BURDETTE KNOB.  IT IS ON THE
 GZ3018'PROPERTY OF DR. J. L. ROSE, D. M. D. OF LEXINGTON, KENTUCKY AND IS
 GZ3018'LOCATED ABOUT 7 MILES NORTHWEST OF LANCASTER AND 7 MILES
 GZ3018'NORTHEAST OF DANVILLE.
 GZ3018'
 GZ3018'TO REACH FROM THE POST OFFICE IN DANVILLE, GO EAST ON WALNUT STREET
 GZ3018'FOR 0.45 MILE TO OLD WILDERNESS ROAD, TURN LEFT, NORTH, ON OLD
 GZ3018'WILDERNESS ROAD AND GO 0.1 MILE TO THE JUNCTION OF U. S. HIGHWAY
 GZ3018'150 AND STATE ROUTES 33, 34, AND 52.  HERE CONTINUE NORTHERLY ON
 GZ3018'STATE ROUTES 33 AND 34 FOR 0.25 MILE TO WHERE STATE ROUTE 33
 GZ3018'BEARS LEFT AND STATE ROUTE 34 (THIS IS LEXINGTON ROAD), CONTINUES
 GZ3018'STRAIGHT AHEAD.  CONTINUE NORTH AND NORTHEAST ON STATE ROUTE 34
 GZ3018'FOR 7.2 MILES TO THE JUNCTION OF U. S. HIGHWAY 27, TURN RIGHT,
 GZ3018'SOUTHEASTERLY, ON U. S.  HIGHWAY 27 FOR 0.95 MILE TO A GRAVELED T
 GZ3018'ROAD ON THE LEFT, A LARGE WHITE BARN ON THE LEFT, AND A WHITE
 GZ3018'HOUSE ON THE RIGHT.  HERE TURN SHARP LEFT AND GO NORTH AND
 GZ3018'NORTHEAST ON THIS GRAVELED ROAD FOR 0.25 MILE TO THE TOP OF THE
 GZ3018'GRADE AT A WHITE METAL WITNESS SIGN AND REFERENCE MARK NO. 2
 GZ3018'ON THE RIGHT AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK EASTERLY
 GZ3018'ACROSS OPEN PASTURE FOR ABOUT 0.1 MILE TO THE TOP OF THE HIGHEST AND
 GZ3018'MOST NORTHERLY OF TWO KNOBS AND THE STATION AS DESCRIBED.  THIS
 GZ3018'IS ABOUT A 5 MINUTE PACK.
 GZ3018'
 GZ3018'THE STATION IS NEAR THE NORTH END OF THE KNOLL IN OPEN PASTURE, 54
 GZ3018'FEET NORTH OF A 14-INCH CHESTNUT OAK TREE, 32 FEET NORTHWEST OF A
 GZ3018'7-INCH, FORKED, CEDAR TREE AND 1.0 FOOT WEST OF A METAL WITNESS
 GZ3018'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 GZ3018'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS
 GZ3018'STAMPED BURDETTE 1928.
 GZ3018'
 GZ3018'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE KNOLL ABOUT 8
 GZ3018'FEET BELOW THE ELEVATION OF THE STATION, 75 FEET SOUTH OF A 14-INCH
 GZ3018'CHESTNUT OAK TREE AND 19 FEET WEST OF AN 8-INCH, FORKED TRUNKED,
 GZ3018'CHESTNUT OAK TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GZ3018'12-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 GZ3018'DISK IS STAMPED BURDETTE NO 1928.
 GZ3018'
 GZ3018'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS AT THE FOOT OF THE KNOB WEST
 GZ3018'OF THE STATION, 33 FEET NORTH OF AN 18-INCH ASH TREE, 24 FEET EAST
 GZ3018'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 9 FEET SOUTH OF A
 GZ3018'10-INCH LOCUST TREE, AND 1.4 FEET EAST OF A WOVEN WIRE FENCE AND
 GZ3018'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 GZ3018'A 10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 GZ3018'THE DISK IS STAMPED BURDETTE NO 2 1928.
 GZ3018'
 GZ3018'REFERENCE MARK NO. 3 IS ON THE NORTH SLOPE OF THE KNOLL ABOUT 4 FEET
 GZ3018'BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD DISK CEMENTED
 GZ3018'IN A DRILL HOLE IN A SMALL BOULDER FLUSH WITH THE SURFACE OF THE
 GZ3018'GROUND AND THE DISK IS STAMPED BURDETTE NO 3 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2725 ***********************************************************************
 GZ2725  DESIGNATION -  BURDICK
 GZ2725  PID         -  GZ2725
 GZ2725  STATE/COUNTY-  KY/TAYLOR
 GZ2725  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ2725
 GZ2725                         *CURRENT SURVEY CONTROL
 GZ2725  ___________________________________________________________________
 GZ2725* NAD 83(1993)-  37 16 51.53335(N)    085 22 27.05021(W)     ADJUSTED  
 GZ2725* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 GZ2725  ___________________________________________________________________
 GZ2725  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GZ2725  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GZ2725
 GZ2725  HORZ ORDER  -  THIRD
 GZ2725
 GZ2725.The horizontal coordinates were established by classical geodetic methods
 GZ2725.and adjusted by the National Geodetic Survey in December 1995..
 GZ2725
 GZ2725.The orthometric height was scaled from a topographic map.
 GZ2725
 GZ2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2725
 GZ2725.The geoid height was determined by GEOID03.
 GZ2725
 GZ2725;                    North         East     Units Scale Factor Converg.
 GZ2725;SPC KY1Z     - 1,105,240.780 1,533,327.345   MT  0.99995857   +0 13 50.7
 GZ2725;SPC KY1Z     - 3,626,110.79  5,030,591.46   sFT  0.99995857   +0 13 50.7
 GZ2725;SPC KY S     -   605,230.492   533,326.923   MT  0.99994583   +0 13 40.5
 GZ2725;SPC KY S     - 1,985,660.37  1,749,756.75   sFT  0.99994583   +0 13 40.5
 GZ2725;UTM  16      - 4,127,282.143   644,130.177   MT  0.99985590   +0 59 05.9
 GZ2725
 GZ2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2725!SPC KY1Z     -   0.99996346  x   0.99995857  =   0.99992203
 GZ2725!SPC KY S     -   0.99996346  x   0.99994583  =   0.99990929
 GZ2725!UTM  16      -   0.99996346  x   0.99985590  =   0.99981936
 GZ2725
 GZ2725|---------------------------------------------------------------------|
 GZ2725| PID    Reference Object                     Distance      Geod. Az  |
 GZ2725|                                                           dddmmss.s |
 GZ2725| CG7323 BURDICK RM 2                          7.028 METERS 01930     |
 GZ2725| CG7322 BURDICK RM 1                          4.516 METERS 10251     |
 GZ2725| CG7321 BURDICK AZ MK                                      2085220.8 |
 GZ2725|---------------------------------------------------------------------|
 GZ2725
 GZ2725                          SUPERSEDED SURVEY CONTROL
 GZ2725
 GZ2725  NAD 83(1986)-  37 16 51.54136(N)    085 22 27.05964(W) AD(       ) 3
 GZ2725  NAD 27      -  37 16 51.31700(N)    085 22 27.20600(W) AD(       ) 3
 GZ2725
 GZ2725.Superseded values are not recommended for survey control.
 GZ2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2725.See file dsdata.txt to determine how the superseded data were derived.
 GZ2725
 GZ2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4413027282(NAD 83)
 GZ2725_MARKER: DS = TRIANGULATION STATION DISK
 GZ2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2725
 GZ2725  HISTORY     - Date     Condition        Report By
 GZ2725  HISTORY     - 1951     MONUMENTED       CGS
 GZ2725
 GZ2725                          STATION DESCRIPTION
 GZ2725
 GZ2725'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2725'THE STATION IS LOCATED ABOUT 7 MILES EAST OF GREENSBURG AND 5 MILES
 GZ2725'SOUTHWEST OF CAMPBELLSVILLE NEAR THE SOUTHWEST EDGE OF A WOODS, EAST
 GZ2725'OF AND ACROSS STATE HIGHWAY 55 FROM THE HOME OF MRS. J.A. WRIGHT AND
 GZ2725'IS ON HIGHWAY RIGHT-OF-WAY. IT IS 49 FEET NORTH OF A 30 INCH OAK
 GZ2725'TREE, 27 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 55 AND 5 FEET
 GZ2725'NORTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 6
 GZ2725'INCHES AND THE DISK IS STAMPED BURDICK 1951.
 GZ2725'
 GZ2725'REFERENCE MARK NO. 1 IS 5 FEET WEST OF A 12 INCH BEECH TREE WITH A
 GZ2725'TRIANGLE BLAZE ON THE WEST SIDE. THE MARK PROJECTS ABOUT 8 INCHES
 GZ2725'AND THE DISK IS STAMPED BURDICK NO. 1 1951.
 GZ2725'
 GZ2725'REFERENCE MARK NO. 2 IS 26 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 GZ2725'55. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BURDICK
 GZ2725'NO. 2 1951.
 GZ2725'
 GZ2725'AZIMUTH MARK IS 21 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 55
 GZ2725'AND 3 FEET NORTH OF A WHITE WITNESS POST AND TELEPHONE POLE
 GZ2725'NO. 175. THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BURDICK
 GZ2725'1951.
 GZ2725'
 GZ2725'TO REACH THE STATION FROM THE NORTH SIDE OF THE ADAIR COUNTY
 GZ2725'COURTHOUSE IN COLUMBIA, GO NORTH ON HIGHWAY 55 FOR 12.25 MILES TO
 GZ2725'THE GREEN RIVER BRIDGE, CONTINUE NORTH ON STATE HIGHWAY 55 FOR 2.95
 GZ2725'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CCONTINUE
 GZ2725'NORTHEAST ON HIGHWAY 55 FOR 0.2 MILE AND THE STATION ON THE RIGHT AS
 GZ2725'DESCCRIBED.
 GZ2725'
 GZ2725'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1335 ***********************************************************************
 GB1335  DESIGNATION -  BURKESVILLE
 GB1335  PID         -  GB1335
 GB1335  STATE/COUNTY-  KY/CUMBERLAND
 GB1335  USGS QUAD   -  WATERVIEW (1982)
 GB1335
 GB1335                         *CURRENT SURVEY CONTROL
 GB1335  ___________________________________________________________________
 GB1335* NAD 83(1993)-  36 47 40.82348(N)    085 22 48.79351(W)     ADJUSTED  
 GB1335* NAVD 88     -       276.544  (meters)     907.29   (feet)  ADJUSTED  
 GB1335  ___________________________________________________________________
 GB1335  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 GB1335  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GB1335  DYNAMIC HT  -         276.321 (meters)     906.56  (feet)  COMP
 GB1335  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 GB1335
 GB1335  HORZ ORDER  -  THIRD
 GB1335  VERT ORDER  -  SECOND    CLASS 0
 GB1335
 GB1335.The horizontal coordinates were established by classical geodetic methods
 GB1335.and adjusted by the National Geodetic Survey in December 1995..
 GB1335
 GB1335.The orthometric height was determined by differential leveling
 GB1335.and adjusted by the National Geodetic Survey in June 1991..
 GB1335
 GB1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1335
 GB1335.The geoid height was determined by GEOID03.
 GB1335
 GB1335.The dynamic height is computed by dividing the NAVD 88
 GB1335.geopotential number by the normal gravity value computed on the
 GB1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1335.degrees latitude (g = 980.6199 gals.).
 GB1335
 GB1335.The modeled gravity was interpolated from observed gravity values.
 GB1335
 GB1335;                    North         East     Units Scale Factor Converg.
 GB1335;SPC KY1Z     - 1,051,268.606 1,533,005.596   MT  1.00008157   +0 13 37.3
 GB1335;SPC KY1Z     - 3,449,037.08  5,029,535.86   sFT  1.00008157   +0 13 37.3
 GB1335;SPC KY S     -   551,261.166   533,002.558   MT  0.99998943   +0 13 27.3
 GB1335;SPC KY S     - 1,808,596.01  1,748,692.56   sFT  0.99998943   +0 13 27.3
 GB1335;UTM  16      - 4,073,318.877   644,513.706   MT  0.99985729   +0 58 13.2
 GB1335
 GB1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1335!SPC KY1Z     -   0.99996144  x   1.00008157  =   1.00004300
 GB1335!SPC KY S     -   0.99996144  x   0.99998943  =   0.99995087
 GB1335!UTM  16      -   0.99996144  x   0.99985729  =   0.99981873
 GB1335
 GB1335|---------------------------------------------------------------------|
 GB1335| PID    Reference Object                     Distance      Geod. Az  |
 GB1335|                                                           dddmmss.s |
 GB1335| GB1336 BURKESVILLE RM 1                      8.601 METERS 05001     |
 GB1335| GB1333 BURKESVILLE AZ MK                                  0854746.6 |
 GB1335| GB1337 BURKESVILLE RM 2                      5.596 METERS 13025     |
 GB1335| CG4928 BURKESVILLE AZ MK RESET                            2664916.0 |
 GB1335|---------------------------------------------------------------------|
 GB1335
 GB1335                          SUPERSEDED SURVEY CONTROL
 GB1335
 GB1335  NAD 83(1986)-  36 47 40.83420(N)    085 22 48.79965(W) AD(       ) 3
 GB1335  NAD 27      -  36 47 40.61400(N)    085 22 48.93300(W) AD(       ) 3
 GB1335  NGVD 29 (??/??/92)  276.680  (m)          907.74   (f) ADJ UNCH    2 0
 GB1335
 GB1335.Superseded values are not recommended for survey control.
 GB1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1335.See file dsdata.txt to determine how the superseded data were derived.
 GB1335
 GB1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4451473319(NAD 83)
 GB1335_MARKER: DS = TRIANGULATION STATION DISK
 GB1335_SETTING: 66 = SET IN ROCK OUTCROP
 GB1335_SP_SET: BEDROCK
 GB1335_STAMPING: BURKESVILLE 1950 907.741
 GB1335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1335+STABILITY: POSITION/ELEVATION WELL
 GB1335
 GB1335  HISTORY     - Date     Condition        Report By
 GB1335  HISTORY     - 1950     MONUMENTED       CGS
 GB1335  HISTORY     - 1951     GOOD             CGS
 GB1335  HISTORY     - 1958     GOOD             CGS
 GB1335  HISTORY     - 1958     POOR             NGS
 GB1335  HISTORY     - 20050912 MARK NOT FOUND   KYTC
 GB1335
 GB1335                          STATION DESCRIPTION
 GB1335
 GB1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB1335'STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF THE CITY OF BURKESVILLE
 GB1335'NEAR THE TOP OF A SMALL KNOLL. IT IS 40 FEET SOUTH OF THE HIGHEST
 GB1335'POINT OF KNOLL. THE MARK IS ABOUT 6 INCHES BELOW THE SURFACE OF THE
 GB1335'GROUND AND THE DISK IS STAMPED BURKESVILLE 1950.
 GB1335'
 GB1335'REFERENCE MARK NO.1 IS ABOUT 4 INCHES BELOW THE SURFACE OF THE
 GB1335'GROUND. THE DISK IS STAMPED BURKESVILLE NO 1 1950.
 GB1335'
 GB1335'REFERENCE MARK NO.2 IS ABOUT 4 INCHES BELOW THE SURFACE OF THE
 GB1335'GROUND. THE DISK IS STAMPED BURKESVILLE NO 2 1950.
 GB1335'
 GB1335'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE EAST OF STATION, 42 FEET SOUTH
 GB1335'OF CENTER OF STATE HIGHWAY 90, 11 FEET SOUTH OF CENTER OF A GRAVEL
 GB1335'ROAD AND 3 FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT
 GB1335'4 INCHES AND THE DISK IS STAMPED BURKESVILLE 1950.
 GB1335'
 GB1335'TO REACH STATION FROM THE CUMBERLAND COUNTY COURTHOUSE IN
 GB1335'BURKESVILLE, GO WEST ON HIGHWAY 90 FOR 0.55 MILE TO THE
 GB1335'AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE AHEAD ON HIGHWAY FOR 0.35
 GB1335'MILE TO THE TOP OF GRADE, TURN RIGHT ON A GRAVEL ROAD AND GO ABOUT
 GB1335'100 YARDS TO THE TOP OF KNOLL AND STATION NEAR HIGHEST POINT AS
 GB1335'DESCRIBED.
 GB1335'
 GB1335'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1335
 GB1335                          STATION RECOVERY (1951)
 GB1335
 GB1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GB1335'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 RECOVERED AS
 GB1335'DESCRIBED AND FOUND IN GOOD CONDITION. THE ORIGINAL
 GB1335'DESCRIPTION SUBMITTED IN 1950 ADEQUATE.
 GB1335'
 GB1335'DUE TO CONSTRUCTION THE AZIMUTH MARK WAS IN DANGER OF BEING DESTROYED
 GB1335'AND A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 GB1335'
 GB1335'FOLLOWING IS A DESCRIPTION TO THE NEW AZIMUTH MARK.
 GB1335'
 GB1335'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, SET ON THE
 GB1335'HIGH EMBANKMENT 37 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 GB1335'NO. 90, 5 FEET NORTH OF THE SOUTH EDGE OF EMBANKMENT AND 2 FEET
 GB1335'SOUTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4
 GB1335'INCHES AND THE DISK STAMPED BURKESVILLE 1950 RESET 1951.
 GB1335'
 GB1335'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY FOR
 GB1335'0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GB1335
 GB1335                          STATION RECOVERY (1958)
 GB1335
 GB1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 GB1335'STATION IS ABOUT 0.75 MILE WEST OF BURKESVILLE, AT THE TOP OF A LONG
 GB1335'CROOKED HILL ROAD, (SCENIC ROUTE STATE HIGHWAY 90), AT ROAD JUNCTION,
 GB1335'WITH SIDE ROADS NORTHWEST TO A DUMPING GROUNDS AND TRACK ROAD
 GB1335'SOUTHEAST, AND DIM ROAD UP POINT OF RIDGE NORTHWEST AND NORTH,
 GB1335'250 FEET NORTHWEST OF THE CENTER OF THIS JUNCTION, 95.5 FEET EAST OF
 GB1335'A POWER TRANSMISSION LINE POLE PASSING OVER THE WEST SIDE OF
 GB1335'KNOB, 50 FEET SOUTH OF THE TOP OF THE KNOLL, SET IN THE TOP OF A
 GB1335'LIMESTONE BED-ROCK ABOUT 6 INCHES BELOW THE GROUND. AND 22 FEET
 GB1335'WEST OF THE CENTER OF DIM ROAD UP POINT OF RIDGE TO OLD HOUSE SITE ,
 GB1335'HOUSE IS GONE. A TRIANGULATION STATION DISK STAMPED, BURKESVILLE 1950
 GB1335'907.741.
 GB1335'
 GB1335'REFERENCE MARK NO. 1 IS 28.5 FEET NORTHEAST OF THE STATION, 116.5
 GB1335'FEET EAST OF THE POWER TRANSMISSION LINE POLE, 45 FEET SOUTHWEST OF
 GB1335'THE CENTER OF THE ROAD LEADING TO DUMP, 22.2 FEET NORTHEAST AND
 GB1335'ACROSS DIM STEEP ROAD UP POINT OF RIDGE FROM REFERENCE MARK NO.
 GB1335'2, 6.5 FEET EAST OF DIM ROAD. A STANDARD REFERENCE MARK DISK STAMPED,
 GB1335'BURKESVILLE NO 1 1950, 908.696, AND SET IN LIMESTONE BED-ROCK 5
 GB1335'INCHES UNDERGROUND.
 GB1335'
 GB1335'REFERENCE MARK NO. 2 IS 18.5 FEET SOUTHEAST OF THE STATION, 22.2 FEET
 GB1335'SOUTHWEST OF REFERENCE MARK NO. 1, 112 FEET EAST SOUTHEAST OF THE
 GB1335'POWER TRANSMISSION LINE POLE OVER WEST SLOPE OF KNOLL, 18 FEET WEST
 GB1335'OF THE CENTER OF THE DIM ROAD UP POINT OF THE RIDGE, SET IN THE
 GB1335'TOP OF LIMESTONE BED-ROCK 5 INCHES UNDERGROUND, AND THE DISK IS
 GB1335'STAMPED, BURKESVILLE NO 2 1950, 905.828.
 GB1335'
 GB1335'AZIMUTH MARK IS ABOUT 0.4 MILE WEST ALONG SCENIC ROUTE OF STATE
 GB1335'HIGHWAY 90 FROM THE STATION, SET ON THE TOP OF A HIGH EMBANKMENT,
 GB1335'37 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, 5 FEET NORTH OF THE
 GB1335'SOUTH EDGE OF EMBANKMENT, 2 FEET SOUTHEAST OF A WHITE WITNESS
 GB1335'POST, AND THE MARK PROJECTS 4 INCHES. THE DISK IS
 GB1335'STAMPED, BURKESVILLE 1950 RESET 1951.
 GB1335'
 GB1335'TO REACH THE STATION FROM THE COURT HOUSE IN BURKESVILLE, GO WEST AND
 GB1335'FOLLOW SCENIC ROUTE OF STATE HIGHWAY 90 FOR 0.8 MILE TO TOP OF
 GB1335'LONG CROOKED GRADE TO TOP OF RIDGE AND STATION ON RIGHT AS DESCRIBED.
 GB1335
 GB1335                          STATION RECOVERY (1958)
 GB1335
 GB1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1335'0.8 MI W FROM BURKESVILLE.
 GB1335'0.8 MILE WEST ALONG SCENIS ROUTE OF STATE HIGHWAY 90, AT THE
 GB1335'TOP OF A LONG CROOKED GRADE AND A CROSSROAD, THENCE NORTHWEST
 GB1335'UP DIM ROAD BETWEEN HIGHWAY AND A DIRT ROAD NORTHWEST FOR ABOUT
 GB1335'250 FEET TO POINT JUST SHORT OF TOP OF KNOLL, ABOUT 30 YARDS
 GB1335'SOUTHWEST OF THE CENTER OF DIRT ROAD ALONG SIDE OF KNOLL AND
 GB1335'LEADING NORTHWEST TO A DUMP, 95.5 FEET EAST OF A POWER POLE ON
 GB1335'SOUTHWEST SIDE OF KNOLL, ABOUT 70 FEET SOUTH AND ABOUT 5 FEET
 GB1335'BELOW THE TOP OF KNOLL WHERE A SHACK HAS BURNED, 22 FEET WEST OF
 GB1335'THE CENTER OF THE DIM ROAD UP POINT OF RIDGE, ABOUT 250 FEET
 GB1335'NORTHWEST OF THE CENTER OF HIGHWAY AND ABOUT 30 FEET ABOVE THE
 GB1335'LEVEL OF HIGHWAY, SET IN THE TOP OF LIMESTONE BED ROCK ABOUT
 GB1335'6 INCHES BELOW THE SURFACE OF GROUND.  THE MARK WAS COVERED WITH
 GB1335'BRICK FOR EASY RECOVERY.  NOTE-- A NEW STATE HIGHWAY 90 HAS BEEN
 GB1335'CONSTRUCTED WEST FROM BURKESVILLE AND THE TWO ROUTES JUNCTION
 GB1335'0.8 MILE WEST OF STATION BURKESVILLE.
 GB1335
 GB1335                          STATION RECOVERY (2005)
 GB1335
 GB1335'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1336 ***********************************************************************
 GB1336  DESIGNATION -  BURKESVILLE RM 1
 GB1336  PID         -  GB1336
 GB1336  STATE/COUNTY-  KY/CUMBERLAND
 GB1336  USGS QUAD   -  WATERVIEW (1982)
 GB1336
 GB1336                         *CURRENT SURVEY CONTROL
 GB1336  ___________________________________________________________________
 GB1336* NAD 83(1986)-  36 47 40.     (N)    085 22 48.     (W)     SCALED    
 GB1336* NAVD 88     -       276.834  (meters)     908.25   (feet)  ADJUSTED  
 GB1336  ___________________________________________________________________
 GB1336  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GB1336  DYNAMIC HT  -         276.611 (meters)     907.51  (feet)  COMP
 GB1336  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 GB1336
 GB1336  VERT ORDER  -  SECOND    CLASS 0
 GB1336
 GB1336.The horizontal coordinates were scaled from a topographic map and have
 GB1336.an estimated accuracy of +/- 6 seconds.
 GB1336
 GB1336.The orthometric height was determined by differential leveling
 GB1336.and adjusted by the National Geodetic Survey in June 1991..
 GB1336
 GB1336.The geoid height was determined by GEOID03.
 GB1336
 GB1336.The dynamic height is computed by dividing the NAVD 88
 GB1336.geopotential number by the normal gravity value computed on the
 GB1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1336.degrees latitude (g = 980.6199 gals.).
 GB1336
 GB1336.The modeled gravity was interpolated from observed gravity values.
 GB1336
 GB1336;                    North         East    Units  Estimated Accuracy
 GB1336;SPC KY1Z     - 1,051,240.    1,533,030.      MT  (+/- 180 meters Scaled)
 GB1336
 GB1336                          SUPERSEDED SURVEY CONTROL
 GB1336
 GB1336  NGVD 29 (??/??/92)  276.971  (m)          908.70   (f) ADJ UNCH    2 0
 GB1336
 GB1336.Superseded values are not recommended for survey control.
 GB1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1336.See file dsdata.txt to determine how the superseded data were derived.
 GB1336
 GB1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF445732(NAD 83)
 GB1336_MARKER: DR = REFERENCE MARK DISK
 GB1336_SETTING: 66 = SET IN ROCK OUTCROP
 GB1336_SP_SET: BEDROCK
 GB1336_STAMPING: BURKESVILLE NO 1 1950 908.696
 GB1336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1336+STABILITY: POSITION/ELEVATION WELL
 GB1336
 GB1336  HISTORY     - Date     Condition        Report By
 GB1336  HISTORY     - 1950     MONUMENTED       CGS
 GB1336  HISTORY     - 1958     POOR             NGS
 GB1336  HISTORY     - 20050912 MARK NOT FOUND   KYTC
 GB1336
 GB1336                          STATION DESCRIPTION
 GB1336
 GB1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB1336'0.8 MI W FROM BURKESVILLE.
 GB1336'28.5 FEET NORTHEAST OF STATION BURKESVILLE DESCRIBED ABOVE, 116.5
 GB1336'FEET EAST OF POWER POLE ON SOUTHWEST SLOPE OF KNOLL, ABOUT 65
 GB1336'FEET SOUTHEAST OF THE TOP OF KNOLL AND ABOUT 5 FEET BELOW THE TOP,
 GB1336'ABOUT 50 FEET SOUTHWEST OF THE CENTER OF ROAD ALONG THE NORTHEAST
 GB1336'SIDE OF KNOLL AND LEADING TO A DUMP, 22.2 FEET NORTHEAST OF
 GB1336'R.M. NO. 2 AND ACROSS DIM ROAD UP POINT OF RIDGE, 6.5 FEET
 GB1336'EAST OF THE CENTER OF ROAD UP POINT OF RIDGE, SET IN THE TOP OF
 GB1336'LIMESTONE BEDROCK ABOUT 5 INCHES BELOW THE SURFACE OF GROUND.
 GB1336'SQUARE BLOCK OF CEMENT WAS PLACED OVER MARK FOR EAST RECOVERY.
 GB1336
 GB1336                          STATION RECOVERY (2005)
 GB1336
 GB1336'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1337 ***********************************************************************
 GB1337  DESIGNATION -  BURKESVILLE RM 2
 GB1337  PID         -  GB1337
 GB1337  STATE/COUNTY-  KY/CUMBERLAND
 GB1337  USGS QUAD   -  WATERVIEW (1982)
 GB1337
 GB1337                         *CURRENT SURVEY CONTROL
 GB1337  ___________________________________________________________________
 GB1337* NAD 83(1986)-  36 47 40.     (N)    085 22 48.     (W)     SCALED    
 GB1337* NAVD 88     -       275.960  (meters)     905.38   (feet)  ADJUSTED  
 GB1337  ___________________________________________________________________
 GB1337  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GB1337  DYNAMIC HT  -         275.738 (meters)     904.65  (feet)  COMP
 GB1337  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 GB1337
 GB1337  VERT ORDER  -  SECOND    CLASS 0
 GB1337
 GB1337.The horizontal coordinates were scaled from a topographic map and have
 GB1337.an estimated accuracy of +/- 6 seconds.
 GB1337
 GB1337.The orthometric height was determined by differential leveling
 GB1337.and adjusted by the National Geodetic Survey in June 1991..
 GB1337
 GB1337.The geoid height was determined by GEOID03.
 GB1337
 GB1337.The dynamic height is computed by dividing the NAVD 88
 GB1337.geopotential number by the normal gravity value computed on the
 GB1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1337.degrees latitude (g = 980.6199 gals.).
 GB1337
 GB1337.The modeled gravity was interpolated from observed gravity values.
 GB1337
 GB1337;                    North         East    Units  Estimated Accuracy
 GB1337;SPC KY1Z     - 1,051,240.    1,533,030.      MT  (+/- 180 meters Scaled)
 GB1337
 GB1337                          SUPERSEDED SURVEY CONTROL
 GB1337
 GB1337  NGVD 29 (??/??/92)  276.097  (m)          905.83   (f) ADJ UNCH    2 0
 GB1337
 GB1337.Superseded values are not recommended for survey control.
 GB1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1337.See file dsdata.txt to determine how the superseded data were derived.
 GB1337
 GB1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF445732(NAD 83)
 GB1337_MARKER: DR = REFERENCE MARK DISK
 GB1337_SETTING: 66 = SET IN ROCK OUTCROP
 GB1337_SP_SET: BEDROCK
 GB1337_STAMPING: BURKESVILLE NO 2 1950 905.828
 GB1337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1337+STABILITY: POSITION/ELEVATION WELL
 GB1337
 GB1337  HISTORY     - Date     Condition        Report By
 GB1337  HISTORY     - 1950     MONUMENTED       CGS
 GB1337  HISTORY     - 1958     GOOD             NGS
 GB1337  HISTORY     - 20050912 MARK NOT FOUND   KYTC
 GB1337
 GB1337                          STATION DESCRIPTION
 GB1337
 GB1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB1337'0.8 MI W FROM BURKESVILLE.
 GB1337'18.5 FEET SOUTHEAST OF TRIANGULATION STATION BURKESVILLE
 GB1337'DESCRIBED ABOVE, 112 FEET EAST SOUTHEAST OF THE POWER POLE ON
 GB1337'THE SOUTHWEST SLOPE OF KNOLL, 22.2 FEET SOUTHWEST OF R.M. NO. 1,
 GB1337'18 FEET WEST OF THE CENTER OF THE DIM ROAD UP POINT OF RIDGE,
 GB1337'SET IN THE TOP OF LIMESTONE BEDROCK AND ABOUT 5 INCHES
 GB1337'UNDERGROUND.  PART OF A CONCRETE BLOCK WAS PLACED OVER MARK
 GB1337'FOR EASY RECOVERY.
 GB1337
 GB1337                          STATION RECOVERY (2005)
 GB1337
 GB1337'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1501 ***********************************************************************
 HB1501  DESIGNATION -  BURNA
 HB1501  PID         -  HB1501
 HB1501  STATE/COUNTY-  KY/LIVINGSTON
 HB1501  USGS QUAD   -  BURNA (1973)
 HB1501
 HB1501                         *CURRENT SURVEY CONTROL
 HB1501  ___________________________________________________________________
 HB1501* NAD 83(1993)-  37 14 04.90961(N)    088 21 07.52416(W)     ADJUSTED  
 HB1501* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 HB1501  ___________________________________________________________________
 HB1501  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 HB1501  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 HB1501
 HB1501  HORZ ORDER  -  SECOND
 HB1501
 HB1501.The horizontal coordinates were established by classical geodetic methods
 HB1501.and adjusted by the National Geodetic Survey in December 1995..
 HB1501
 HB1501.The orthometric height was scaled from a topographic map.
 HB1501
 HB1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1501
 HB1501.The geoid height was determined by GEOID03.
 HB1501
 HB1501;                    North         East     Units Scale Factor Converg.
 HB1501;SPC KY1Z     - 1,103,255.929 1,269,134.927   MT  0.99996722   -1 35 51.3
 HB1501;SPC KY1Z     - 3,619,598.83  4,163,820.17   sFT  0.99996722   -1 35 51.3
 HB1501;SPC KY S     -   603,207.175   269,138.892   MT  0.99994690   -1 34 41.1
 HB1501;SPC KY S     - 1,979,022.21    882,999.85   sFT  0.99994690   -1 34 41.1
 HB1501;UTM  16      - 4,121,764.972   380,064.103   MT  0.99977720   -0 49 05.6
 HB1501
 HB1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1501!SPC KY1Z     -   0.99997269  x   0.99996722  =   0.99993991
 HB1501!SPC KY S     -   0.99997269  x   0.99994690  =   0.99991959
 HB1501!UTM  16      -   0.99997269  x   0.99977720  =   0.99974989
 HB1501
 HB1501|---------------------------------------------------------------------|
 HB1501| PID    Reference Object                     Distance      Geod. Az  |
 HB1501|                                                           dddmmss.s |
 HB1501| CI3148 BURNA RM 1                            9.083 METERS 13716     |
 HB1501| CI3149 BURNA RM 2                            8.992 METERS 24712     |
 HB1501| CI3147 BURNA AZ MK                                        3393747.5 |
 HB1501|---------------------------------------------------------------------|
 HB1501
 HB1501                          SUPERSEDED SURVEY CONTROL
 HB1501
 HB1501  NAD 83(1986)-  37 14 04.91657(N)    088 21 07.52600(W) AD(       ) 2
 HB1501  NAD 27      -  37 14 04.72317(N)    088 21 07.40023(W) AD(       ) 2
 HB1501
 HB1501.Superseded values are not recommended for survey control.
 HB1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1501.See file dsdata.txt to determine how the superseded data were derived.
 HB1501
 HB1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8006421765(NAD 83)
 HB1501_MARKER: DS = TRIANGULATION STATION DISK
 HB1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1501
 HB1501  HISTORY     - Date     Condition        Report By
 HB1501  HISTORY     - 1957     MONUMENTED       CGS
 HB1501  HISTORY     - 1978     MARK NOT FOUND   LOCENG
 HB1501  HISTORY     - 1978     GOOD             NGS
 HB1501
 HB1501                          STATION DESCRIPTION
 HB1501
 HB1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1501'THE STATION IS LOCATED IN THE NORTH EDGE OF A FARM YARD ABOUT 6-1/2
 HB1501'MILES SOUTHWEST OF SALEM, 0.8 MILE SOUTHEAST OF BURNA, ON
 HB1501'PROPERTY OWNED BY MR. RAY RAMAGE OF BURNA.  IT IS 83 FEET NORTHWEST
 HB1501'OF THE NORTHWEST CORNER OF A SMALL FRAME HOUSE, 131 FEET NORTHEAST
 HB1501'OF THE CENTERLINE OF A GRAVEL ROAD, 15 FEET SOUTHWEST OF A 24 INCH
 HB1501'TWIN MULBERRY TREE, 2 FEET SOUTHEAST OF A WIRE FENCE AND 4 FEET EAST
 HB1501'OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 HB1501'STAMPED BURNA 1957.
 HB1501'
 HB1501'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HB1501'HIGHWAY 135 IN BURNA, GO NORTHEAST ON HIGHWAY 60 FOR 0.25 MILE TO A
 HB1501'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH-SOUTHEAST ON THE GRAVELED
 HB1501'ROAD FOR 0.6 MILE TO A FRAME HOUSE ON THE LEFT AND THE AZIMUTH MARK.
 HB1501'CONTINUE SOUTH-SOUTHEAST ON THE GRAVELED ROAD FOR 0.2 MILE TO A
 HB1501'DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON THE DRIVEWAY
 HB1501'FOR ABOUT 150 FEET TO THE SMALL FRAME HOUSE AND THE STATION.
 HB1501'
 HB1501'REFERENCE MARK 1 IS 54 FEET NORTH OF THE NORTHWEST CORNER OF THE
 HB1501'FRAME HOUSE, 20 FEET NORTHWEST OF A 24 INCH MAPLE TREE AND 29 FEET
 HB1501'SOUTH OF THE 24 INCH TWIN MULBERRY TREE.  THE MONUMENT IS FLUSH AND
 HB1501'THE DISK IS STAMPED BURNA NO 1 1957.
 HB1501'
 HB1501'REFERENCE MARK 2 IS 92 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 HB1501'FRAME HOUSE, 102 FEET NORTHEAST OF THE CENTERLINE OF THE GRAVELED
 HB1501'ROAD AND 1 FOOT SOUTHEAST OF THE WIRE FENCE.  THE MONUMENT IS FLUSH
 HB1501'AND THE DISK IS STAMPED BURNA NO 2 1957.
 HB1501'
 HB1501'THE AZIMUTH MARK IS 35 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HB1501'FRAME HOUSE, 45 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD,
 HB1501'8 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 1 FOOT SOUTH OF A WIRE
 HB1501'FENCE AND 4 FEET EAST OF A WHITE WITNESS POST.  THE MONUMENT IS
 HB1501'FLUSH AND THE DISK IS STAMPED BURNA 1957.
 HB1501'
 HB1501'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HB1501
 HB1501                          STATION RECOVERY (1978)
 HB1501
 HB1501'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (MCC)
 HB1501'NEITHER THE STATION NOR THE AZIMUTH MARK WERE RECOVERED.  ALL
 HB1501'WITNESS EVIDENCE FOR STATION HAS BEEN DESTROYED AND MOST OF THE
 HB1501'WITNESS EVIDENCE FOR THE AZIMUTH MARK HAS LIKEWISE BEEN
 HB1501'OBLITERATED.  CONTACTED NEIGHBORING LAND OWNER AND SHE INFORMED
 HB1501'ME THAT ALL MARKS WERE DESTROYED YEARS AGO BY FARMING
 HB1501'OPERATIONS ETC.  WE SEARCHED FOR THE STATION AND AZIMUTH MARK
 HB1501'USING AVAILABLE WITNESS DATA BUT WERE UNABLE TO LOCATE
 HB1501'ANYTHING.
 HB1501
 HB1501                          STATION RECOVERY (1978)
 HB1501
 HB1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HB1501'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 HB1501'CONDITION AFTER A LONG SEARCH.  THE DIRECTION TO THE LOOKOUT
 HB1501'TOWER AND REFERENCE MARKS CHECKED AS DID THE DISTANCES TO THE
 HB1501'REFERENCE MARKS.  A NEW DESCRIPTION FOLLOWS--
 HB1501'
 HB1501'THE STATION IS LOCATED ON THE PROPERTY OF MR. ROY RAMAGE, BURNA
 HB1501'KENTUCKY, 51 FEET NORTHWEST OF A 40 INCH MAPLE TREE, 22 FEET
 HB1501'SOUTHEAST OF THE SOUTHEAST BANK OF A SILAGE PIT, 21 FEET
 HB1501'SOUTHEAST OF A METAL WITNESS POST, 19 FEET SOUTHWEST OF A METAL
 HB1501'WITNESS POST AND 131 FEET NORTHEAST OF THE CENTERLINE OF STATE
 HB1501'HIGHWAY 1433.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1501'BURNA 1957.
 HB1501'
 HB1501'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HB1501'HIGHWAY 1433 AT THE EAST EDGE OF BURNA, GO SOUTH ON HIGHWAY 1433
 HB1501'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EASTERLY
 HB1501'ON THE HIGHWAY FOR 0.2 MILE TO THE STATION ON THE LEFT.
 HB1501'
 HB1501'REFERENCE MARK 1 IS 141 FEET NORTHEAST OF THE CENTERLINE OF THE
 HB1501'HIGHWAY AND 21 FEET NORTHWEST OF THE 40 INCH MAPLE TREE.  THE
 HB1501'MONUMENT IS FLUSH AND THE DISK IS STAMPED BURNA NO 1 1957.
 HB1501'
 HB1501'REFERENCE MARK 2 IS 48 FEET SOUTHWEST OF AN OLD DEAD MULBERRY
 HB1501'TREE, 68 FEET WEST OF THE 40 INCH MAPLE TREE AND 25 FEET SOUTHEAST
 HB1501'OF THE SOUTHEAST EDGE OF THE SILAGE PIT.  THE MONUMENT IS FLUSH AND
 HB1501'THE DISK IS STAMPED BURNA NO 2 1957.
 HB1501'
 HB1501'THE AZIMUTH MARK IS 34 FEET NORTHEAST OF A POWER POLE, 65 FEET
 HB1501'NORTHEAST OF THE CENTERLINE OF HIGHWAY 1433, 9 FEET SOUTHEAST OF
 HB1501'THE CENTERLINE OF PAVED DRIVEWAY AND 1 FOOT SOUTHWEST OF A METAL
 HB1501'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1501'BURNA 1957.
 HB1501'
 HB1501'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HB1501'
 HB1501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HB1501'ABOUT 0.8 MILE SOUTHEAST OF BURNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1502 ***********************************************************************
 HB1502  DESIGNATION -  BURNS
 HB1502  PID         -  HB1502
 HB1502  STATE/COUNTY-  KY/LIVINGSTON
 HB1502  USGS QUAD   -  BURNA (1973)
 HB1502
 HB1502                         *CURRENT SURVEY CONTROL
 HB1502  ___________________________________________________________________
 HB1502* NAD 83(1993)-  37 09 27.21373(N)    088 20 43.69577(W)     ADJUSTED  
 HB1502* NAVD 88     -       181.1    (meters)     594.     (feet)  VERTCON   
 HB1502  ___________________________________________________________________
 HB1502  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 HB1502  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HB1502
 HB1502  HORZ ORDER  -  FIRST
 HB1502
 HB1502.The horizontal coordinates were established by classical geodetic methods
 HB1502.and adjusted by the National Geodetic Survey in December 1995..
 HB1502
 HB1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1502
 HB1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1502
 HB1502.The geoid height was determined by GEOID03.
 HB1502
 HB1502;                    North         East     Units Scale Factor Converg.
 HB1502;SPC KY1Z     - 1,094,682.251 1,269,483.974   MT  0.99998307   -1 35 36.7
 HB1502;SPC KY1Z     - 3,591,470.02  4,164,965.34   sFT  0.99998307   -1 35 36.7
 HB1502;SPC KY S     -   594,633.845   269,490.845   MT  0.99995013   -1 34 26.6
 HB1502;SPC KY S     - 1,950,894.54    884,154.55   sFT  0.99995013   -1 34 26.6
 HB1502;UTM  16      - 4,113,198.541   380,529.747   MT  0.99977583   -0 48 46.0
 HB1502
 HB1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1502!SPC KY1Z     -   0.99997609  x   0.99998307  =   0.99995916
 HB1502!SPC KY S     -   0.99997609  x   0.99995013  =   0.99992622
 HB1502!UTM  16      -   0.99997609  x   0.99977583  =   0.99975193
 HB1502
 HB1502:                Primary Azimuth Mark                     Grid Az
 HB1502:SPC KY1Z     -  BURNS RM 1                               174 14 46.5
 HB1502:SPC KY S     -  BURNS RM 1                               174 13 36.4
 HB1502:UTM  16      -  BURNS RM 1                               173 27 55.8
 HB1502
 HB1502|---------------------------------------------------------------------|
 HB1502| PID    Reference Object                     Distance      Geod. Az  |
 HB1502|                                                           dddmmss.s |
 HB1502| CI3150 BURNS RM 1                                         1723909.8 |
 HB1502| CI3152 BURNS RM 4                           19.858 METERS 22422     |
 HB1502| CI3151 BURNS RM 2                           17.749 METERS 23139     |
 HB1502| CI3153 BURNS RM 5                           24.745 METERS 28049     |
 HB1502| HB1503 BURNS RM 3                           21.705 METERS 31954     |
 HB1502| HB1506 BURNS 1930 AZ MK                    390.975 METERS 32655     |
 HB1502|---------------------------------------------------------------------|
 HB1502
 HB1502                          SUPERSEDED SURVEY CONTROL
 HB1502
 HB1502  NAD 83(1986)-  37 09 27.22184(N)    088 20 43.69679(W) AD(       ) 1
 HB1502  NAD 27      -  37 09 27.02400(N)    088 20 43.57500(W) AD(       ) 1
 HB1502  NGVD 29 (07/19/86)  181.2    (m)          594.     (f) VERT ANG       
 HB1502
 HB1502.Superseded values are not recommended for survey control.
 HB1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1502.See file dsdata.txt to determine how the superseded data were derived.
 HB1502
 HB1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8053013199(NAD 83)
 HB1502_MARKER: DS = TRIANGULATION STATION DISK
 HB1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1502
 HB1502  HISTORY     - Date     Condition        Report By
 HB1502  HISTORY     - 1930     MONUMENTED       CGS
 HB1502  HISTORY     - 1932     GOOD             CGS
 HB1502  HISTORY     - 1952     GOOD             USGS
 HB1502  HISTORY     - 1957     GOOD             CGS
 HB1502  HISTORY     - 1978     GOOD             LOCENG
 HB1502  HISTORY     - 1978     GOOD             NGS
 HB1502
 HB1502                          STATION DESCRIPTION
 HB1502
 HB1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1502'ABOUT 3 MILES NORTHEAST OF SMITHLAND, ON A HIGH RIDGE KNOWN AS GRAVEL
 HB1502'HILL, ON LAND OWNED BY OWD BURNS.
 HB1502'
 HB1502'REACHED FROM SMITHLAND BY LOWER DYCUSBURG ROAD 4.0 MILES TO
 HB1502'LIVINGSTON CHAPEL ON NORTH SIDE OF ROAD.  TURN NORTH AND FOLLOW
 HB1502'UP STEEP GRADE 0.9 MILE TO SMALL LOG HOUSE ON EAST SIDE OF ROAD.
 HB1502'STATION IS 13 METERS EAST OF ROAD AND 9.4 METERS WEST-BY-SOUTH
 HB1502'OF SOUTHWEST CORNER OF LOG HOUSE.
 HB1502'
 HB1502'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HB1502'RESPECTIVELY.
 HB1502'
 HB1502'REFERENCE MARK NO. 1 IS ABOUT 150 METERS SOUTH OF STATION, 4 METERS
 HB1502'EAST OF ROAD, AND ABOUT 10 METERS NORTHEAST OF A 10-INCH OAK
 HB1502'ACROSS ROAD.
 HB1502'
 HB1502'REFERENCE MARK NO. 2 IS WEST OF STATION, 4 METERS WEST OF ROAD,
 HB1502'DISTANCE MEASURED ON HORIZONTAL LINE.
 HB1502'
 HB1502'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 HB1502
 HB1502                          STATION RECOVERY (1932)
 HB1502
 HB1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RGA)
 HB1502'RECOVERED AS DESCRIBED.
 HB1502'
 HB1502'NOTE - THERE SEEMS TO BE AN ERROR IN THE RECORDED ANGLE AS SHOWN IN
 HB1502'LIST OF DIRECTIONS FOR THIS STATION BETWEEN REFERENCE MARKS
 HB1502'NO. 1 AND NO. 2.  MY MEASUREMENT OF THE ANGLE WAS 58 DEG 59 MIN 45
 HB1502'SEC. WHEREAS THE ANGLE AS RECORDED IN DIRECTIONS IS 79 DEG 00 MIN 52
 HB1502'SEC.
 HB1502'
 HB1502'FROM OBSERVATION OF DECLINATION AT THIS STATION IT APPEARS THAT
 HB1502'REFERENCE MARK NO. 1 IS IN ERROR 20 DEG. IN AZIMUTH.
 HB1502
 HB1502                          STATION RECOVERY (1952)
 HB1502
 HB1502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 HB1502'STATION STAMPED BURNS 1930 WAS RECOVERED IN GOOD CONDITION.
 HB1502'
 HB1502'THE DISTANCE TO REFERENCE MK. 1 WAS FOUND IN ERROR.  THE CORRECT
 HB1502'DISTANCE IS 280.3 FT.  THE DISTANCE GIVEN IN THE DESCRIPTION
 HB1502'WAS 150 METERS.  THIS IS INCORRECT.
 HB1502
 HB1502                          STATION RECOVERY (1957)
 HB1502
 HB1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1502'THE STATION AND REFERENCE MARKS NOS. 1 AND 2 RECOVERED AND FOUND IN
 HB1502'GOOD CONDITION.  A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED
 HB1502'BY THIS PARTY.
 HB1502'
 HB1502'A NEW ADDITION HAS BEEN ADDED TO THE HOUSE SINCE THE STATION WAS
 HB1502'ESTABLISHED IN 1930 AND THE TOWER COULD NOT BE ERECTED OVER
 HB1502'THE STATION MARK OR REFERENCE MARKS 1 OR 2.  THE TOWER WAS ERECTED
 HB1502'OVER REFERENCE MARK 3 AT THIS TIME.
 HB1502'
 HB1502'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HB1502'
 HB1502'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF SMITHLAND, ON THE
 HB1502'HIGH POINT OF A PROMINENT RIDGE AND ON LAND OWNED AND OCCUPIED
 HB1502'BY MR. OWD BURNS.  IT IS 28 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 HB1502'FARM HOUSE, 21 FEET EAST OF THE FENCE AND 17.7 FEET WEST OF THE
 HB1502'SOUTHWEST CORNER OF THE HOUSE.  THE MONUMENT PROJECTS ABOUT 6 INCHES
 HB1502'AND THE DISK IS STAMPED BURNS 1930.
 HB1502'
 HB1502'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HB1502'HIGHWAY 70 IN THE NORTH EDGE OF SMITHLAND, GO EAST ON STATE
 HB1502'HIGHWAY 70 FOR 3.1 MILES TO A GRAVELED SIDE ROAD LEFT JUST AFTER
 HB1502'PASSING A BROWN STONE CHURCH ON THE LEFT.  TURN LEFT AND GO
 HB1502'NORTH ON WINDING GRAVELED ROAD FOR 0.8 MILE TO REFERENCE MARK 1 ON
 HB1502'THE RIGHT.  CONTINUE NORTH ON GRAVELED ROAD FOR 0.1 MILE TO
 HB1502'THE FARM HOME OF MR. BURNS ON THE RIGHT AND STATION AS DESCRIBED.
 HB1502'
 HB1502'REFERENCE MARK 1 IS 18 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 HB1502'GRAVELED ROAD, 4 FEET WEST OF A NEW FENCE AND 2 FEET EAST OF THE
 HB1502'OLD FENCE.  THE MONUMENT IS ABOUT 4 INCHES UNDERGROUND AND THE DISK
 HB1502'IS STAMPED BURNS NO 1 1930.
 HB1502'
 HB1502'REFERENCE MARK 2 IS 17 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 HB1502'GRAVELED ROAD AND 4 FEET EAST OF A FENCE, SET NEAR THE MAIL BOX
 HB1502'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BURNS NO 2 1930.
 HB1502'
 HB1502'REFERENCE MARK 3 IS 32 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 HB1502'GRAVELED ROAD, 18 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY
 HB1502'AND 17 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 HB1502'AND THE DISK IS STAMPED BURNS NO 3 1930.
 HB1502'
 HB1502'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HB1502
 HB1502                          STATION RECOVERY (1978)
 HB1502
 HB1502'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (MCC)
 HB1502'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND
 HB1502'KY. HWY. 70 IN THE NORTH LIMITS OF SMITHLAND, GO EAST ON
 HB1502'KY. HWY. 70 FOR 3.1 MILES TO A PAVED SIDE ROAD TO THE LEFT, JUST
 HB1502'PAST A BROWN STONE CHURCH ON THE LEFT.  TURN LEFT AND GO NORTH
 HB1502'ON WINDING PAVED ROAD FOR 0.85 MILES TO WHITE FRAME HOUSE ON
 HB1502'THE RIGHT AND STATION AS DESCRIBED.
 HB1502'
 HB1502'STATION MARK IS IN THE FRONT YARD OF A WHITE FRAME HOUSE.  IT
 HB1502'IS STAMPED BURNS 1930 AND IS SET 4 IN ABOVE GROUND LEVEL.  IT IS--
 HB1502'
 HB1502'27.5 FT SOUTHWEST OF THE NORTHWEST CORNER OF HOUSE
 HB1502'
 HB1502'17.2 FT NORTHWEST OF THE SOUTHWEST CORNER OF HOUSE
 HB1502'
 HB1502'21.7 FT EAST OF A 24 IN OAK
 HB1502'
 HB1502'45.5 FT EAST OF THE APPROXIMATE CENTERLINE OF PAVED ROAD
 HB1502'
 HB1502'R.M. 1 IS STAMPED BURNS NO. 1 1930.  MONUMENT FOUND INTACT, BUT
 HB1502'PUSHED OVER.  IT IS--
 HB1502'
 HB1502'19.5 FT EAST OF THE APPROXIMATE CENTERLINE OF PAVED ROAD
 HB1502'
 HB1502'R.M. 2 IS STAMPED BURNS NO. 2 1930.  MONUMENT FOUND INTACT, BUT
 HB1502'PUSHED OVER.  IT IS--
 HB1502'
 HB1502'10.0 FT WEST OF THE APPROXIMATE CENTERLINE OF PAVED ROAD
 HB1502'
 HB1502'R.M. 3 IS STAMPED BURNS NO. 3 1930.  MONUMENT FOUND INTACT, SET
 HB1502'FLUSH.  IT IS--
 HB1502'
 HB1502'71.2 FT NORTHWEST OF STATION
 HB1502'
 HB1502'17.0 FT NORTH OF GRAVEL DRIVEWAY
 HB1502'
 HB1502'32.1 FT EAST OF THE APPROXIMATE CENTERLINE OF PAVED ROAD
 HB1502
 HB1502                          STATION RECOVERY (1978)
 HB1502
 HB1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HB1502'THE STATION MARK AND REFERENCE MARK 3 WERE FOUND IN GOOD
 HB1502'CONDITION.  REFERENCE MARKS 1 AND 2 WERE FOUND
 HB1502'DESTROYED.  REFERENCE MARKS 4 AND 5 AND A NEW AZIMUTH MARK
 HB1502'WAS ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 3 CHECKED.  A
 HB1502'NEW DESCRIPTION FOLLOWS--
 HB1502'
 HB1502'THE STATION IS LOCATED IN THE FRONT YARD AND ON THE PROPERTY OF
 HB1502'MR. OWD BURNS SMITHLAND, KENTUCKY, 18 FEET WEST OF THE
 HB1502'SOUTHWEST CORNER OF THE HOUSE, 32 FEET EAST OF THE CENTERLINE
 HB1502'OF PAVED ROAD AND 28 FEET SOUTH OF THE NORTHWEST CORNER OF
 HB1502'THE HOUSE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 HB1502'STAMPED BURNS 1930.
 HB1502'
 HB1502'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 HB1502'AND STATE HIGHWAY 70 AT SMITHLAND, GO EAST ON HIGHWAY 70 FOR
 HB1502'3.1 MILES TO A CHURCH AND PAVED ROAD ON THE LEFT.  TURN LEFT
 HB1502'ON THE PAVED ROAD AND GO NORTHERLY FOR 0.9 MILES TO THE TOP OF
 HB1502'HILL AND THE STATION ON THE RIGHT.  CONTINUE NORTH ON THE PAVED
 HB1502'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HB1502'
 HB1502'REFERENCE MARK 3 IS 32 FEET EAST OF THE CENTERLINE OF THE
 HB1502'PAVED ROAD AND 18 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 HB1502'DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1502'BURNS NO 3 1930.
 HB1502'
 HB1502'REFERENCE MARK 4 IS 13 FEET SOUTHEAST OF A 20 INCH OAK
 HB1502'TREE, 16 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 1
 HB1502'FOOT NORTHEAST OF A DOUBLE WIRE FENCE.  THE MONUMENT PROJECTS 6
 HB1502'INCHES AND THE DISK IS STAMPED BURNS 1930 NO 4 1978.
 HB1502'
 HB1502'REFERENCE MARK 5 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 HB1502'STAMPED BURNS 1930 NO 5 1978, WITH MAGNETS, FLUSH WITH THE
 HB1502'GROUND, 3.5 FEET NORTHWEST OF A 12 INCH PINE TREE, 13.5 FEET
 HB1502'NORTHEAST OF A POWER POLE, 19 FEET SOUTHWEST OF THE CENTERLINE OF
 HB1502'THE ROAD, IN A FENCE LINE AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 HB1502'POST.
 HB1502'
 HB1502'THE AZIMUTH MARK IS 21 FEET SOUTHWEST OF THE CENTER OF THE
 HB1502'ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST, 61 FEET SOUTHEAST
 HB1502'OF A 30 INCH CATALPA TREE, 7 FEET NORTHWEST OF A FENCE CORNER
 HB1502'AND 53 FEET WEST OF THE INTERSECTION OF THE PAVED ROAD AND
 HB1502'A GRAVELED DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 HB1502'STAMPED BURNS 1930 1978.
 HB1502'
 HB1502'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HB1502'
 HB1502'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HB1502'ABOUT 3-1/2 MILES NORTHEAST OF SMITHLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1503 ***********************************************************************
 HB1503  DESIGNATION -  BURNS RM 3
 HB1503  PID         -  HB1503
 HB1503  STATE/COUNTY-  KY/LIVINGSTON
 HB1503  USGS QUAD   -  BURNA (1973)
 HB1503
 HB1503                         *CURRENT SURVEY CONTROL
 HB1503  ___________________________________________________________________
 HB1503* NAD 83(1993)-  37 09 27.75233(N)    088 20 44.26233(W)     ADJUSTED  
 HB1503* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 HB1503  ___________________________________________________________________
 HB1503  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 HB1503  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HB1503
 HB1503  HORZ ORDER  -  FIRST
 HB1503
 HB1503.The horizontal coordinates were established by classical geodetic methods
 HB1503.and adjusted by the National Geodetic Survey in December 1995..
 HB1503
 HB1503.The orthometric height was scaled from a topographic map.
 HB1503
 HB1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1503
 HB1503.The geoid height was determined by GEOID03.
 HB1503
 HB1503;                    North         East     Units Scale Factor Converg.
 HB1503;SPC KY1Z     - 1,094,699.237 1,269,470.462   MT  0.99998303   -1 35 37.0
 HB1503;SPC KY1Z     - 3,591,525.75  4,164,921.01   sFT  0.99998303   -1 35 37.0
 HB1503;SPC KY S     -   594,650.826   269,477.328   MT  0.99995012   -1 34 26.9
 HB1503;SPC KY S     - 1,950,950.25    884,110.20   sFT  0.99995012   -1 34 26.9
 HB1503;UTM  16      - 4,113,215.338   380,516.008   MT  0.99977587   -0 48 46.3
 HB1503
 HB1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1503!SPC KY1Z     -   0.99997612  x   0.99998303  =   0.99995915
 HB1503!SPC KY S     -   0.99997612  x   0.99995012  =   0.99992624
 HB1503!UTM  16      -   0.99997612  x   0.99977587  =   0.99975200
 HB1503
 HB1503|---------------------------------------------------------------------|
 HB1503| PID    Reference Object                     Distance      Geod. Az  |
 HB1503|                                                           dddmmss.s |
 HB1503| HB1502 BURNS                                21.705 METERS 13954     |
 HB1503| CI3150 BURNS RM 1                                         16612     |
 HB1503| CI3152 BURNS RM 4                           30.806 METERS 17949     |
 HB1503| CI3151 BURNS RM 2                           27.611 METERS 17952     |
 HB1503| CI3153 BURNS RM 5                           15.792 METERS 22042     |
 HB1503| HB1506 BURNS 1930 AZ MK                    369.442 METERS 32720     |
 HB1503|---------------------------------------------------------------------|
 HB1503
 HB1503                          SUPERSEDED SURVEY CONTROL
 HB1503
 HB1503  NAD 83(1986)-  37 09 27.76051(N)    088 20 44.26342(W) AD(       ) 1
 HB1503  NAD 27      -  37 09 27.56263(N)    088 20 44.14137(W) AD(       ) 1
 HB1503
 HB1503.Superseded values are not recommended for survey control.
 HB1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1503.See file dsdata.txt to determine how the superseded data were derived.
 HB1503
 HB1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8051613215(NAD 83)
 HB1503_MARKER: DR = REFERENCE MARK DISK
 HB1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1503
 HB1503  HISTORY     - Date     Condition        Report By
 HB1503  HISTORY     - 1957     MONUMENTED       CGS
 HB1503  HISTORY     - 1978     GOOD             NGS
 HB1503
 HB1503                          STATION DESCRIPTION
 HB1503
 HB1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1503'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF BURNS, ABOUT 3.5 MILES
 HB1503'NORTHEAST OF SMITHLAND, ABOUT 1.75 MILES EAST OF A BEND IN THE
 HB1503'CUMBERLAND RIVER, ON A HIGH RIDGE AND ON THE PROPERTY OF MR. OWD
 HB1503'BURNS.  IT IS 32 FEET EAST OF THE CENTERLINE ON A GRAVELED ROAD,
 HB1503'18 FEET NORTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 17 FEET
 HB1503'SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 HB1503'DISK IS STAMPED BURNS NO 3 1930.
 HB1503'
 HB1503'TO REACH THE STATION FROM THE JUNCTION ON U.S. HIGHWAY 60 AND STATE
 HB1503'HIGHWAY 70 AT THE NORTH EDGE OF SMITHLAND, GO EAST ON HIGHWAY
 HB1503'70 FOR 3.1 MILES TO A GRAVELED SIDE ROAD LEFT AND A STONE CHURCH
 HB1503'BUILDING ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON THE GRAVELED
 HB1503'ROAD, UP HILL FOR 0.8 MILE TO REFERENCE MARK 1 ON THE RIGHT.
 HB1503'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.1 MILE TO THE MARK
 HB1503'ON THE RIGHT.
 HB1503'
 HB1503'BURNS 1930 IS LOCATED IN THE FRONT YARD OF MR. BURNS HOUSE.  IT IS
 HB1503'17.7 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 28 FEET
 HB1503'SOUTH OF THE NORTHWEST CORNER OF THE HOUSE AND 21 FEET EAST OF A WIRE
 HB1503'FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HB1503'BURNS 1930.
 HB1503'
 HB1503'REFERENCE MARK 1 IS 18 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 HB1503'ROAD, 2 FEET EAST OF A WIRE FENCE AND 4 FEET WEST OF A NEW FENCE.
 HB1503'THE MONUMENT IS 4 INCHES UNDERGROUND AND THE DISK IS STAMPED BURNS
 HB1503'NO 1 1930.  THE ARROW POINTS TO BURNS 1930.
 HB1503'
 HB1503'REFERENCE MARK 2 IS 17 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 HB1503'ROAD, 4 FEET EAST OF A FENCE AND 1 FOOT SOUTHWEST OF A MAIL BOX
 HB1503'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BURNS NO II
 HB1503'1930.  THE ARROW POINTS TO BURNS 1930.
 HB1503'
 HB1503'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HB1503
 HB1503                          STATION RECOVERY (1978)
 HB1503
 HB1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HB1503'THE STATION MARK AND BURNS 1930 WERE FOUND IN GOOD
 HB1503'CONDITION.  REFERENCE MARKS 1 AND 2 WERE FOUND DESTROYED.  THE
 HB1503'DISTANCE TO BURNS 1930 CHECKED.  REFERENCE MARKS 4 AND 5 ALONG
 HB1503'WITH AN AZIMUTH MARK WERE ESTABLISHED.  A NEW DESCRIPTION
 HB1503'FOLLOWS--
 HB1503'
 HB1503'THE STATION IS LOCATED ON THE PROPERTY OF MR. OWD BURNS,
 HB1503'SMITHLAND KENTUCKY, 32 FEET EAST OF THE CENTERLINE OF A PAVED
 HB1503'ROAD AND 18 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 HB1503'DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1503'BURNS NO 3 1930.
 HB1503'
 HB1503'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 HB1503'AND STATE HIGHWAY 70 AT SMITHLAND, GO EAST ON HIGHWAY 70 FOR
 HB1503'3.1 MILES TO A CHURCH AND PAVED ROAD ON THE LEFT.  TURN LEFT AND
 HB1503'GO NORTH ON THE PAVED ROAD FOR 0.9 MILE TO TOP OF HILL AND
 HB1503'THE STATION ON THE RIGHT.  CONTINUE NORTH ON THE ROAD FOR 0.25
 HB1503'MILE TO THE AZIMUTH MARK ON THE LEFT.
 HB1503'
 HB1503'BURNS 1930 IS 18 FEET WEST OF THE SOUTHWEST CORNER OF HOUSE,
 HB1503'32 FEET EAST OF THE CENTERLINE OF THE ROAD AND 28 FEET SOUTH
 HB1503'OF THE NORTHWEST CORNER OF THE HOUSE.  THE MONUMENT PROJECTS 6
 HB1503'INCHES AND THE DISK IS STAMPED BURNS 1930.
 HB1503'
 HB1503'REFERENCE MARK 4 IS 13 FEET SOUTHEAST OF A 20 INCH OAK TREE,
 HB1503'16 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT
 HB1503'NORTHEAST OF A DOUBLE WIRE FENCE.  THE MONUMENT PROJECTS 6
 HB1503'INCHES AND THE DISK IS STAMPED BURNS 1930 NO 4 1978.
 HB1503'
 HB1503'REFERENCE MARK 5 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 HB1503'STAMPED BURNS 1930 NO 5 1978, WITH MAGNETS, FLUSH WITH THE
 HB1503'GROUND, 3.5 FEET NORTHWEST OF A 12 INCH PINE TREE, 13.5 FEET
 HB1503'NORTHEAST OF A POWER POLE, 19 FEET SOUTHWEST OF THE CENTERLINE
 HB1503'OF THE ROAD, IN A FENCE LINE AND 1 FOOT SOUTHEAST OF A METAL
 HB1503'WITNESS POST.
 HB1503'
 HB1503'THE AZIMUTH MARK IS 21 FEET SOUTHWEST OF THE CENTERLINE OF
 HB1503'THE ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST, 61 FEET
 HB1503'SOUTHEAST OF A 30 INCH CATALPA TREE, 7 FEET NORTHWEST OF A
 HB1503'FENCE CORNER AND 53 FEET WEST OF THE INTERSECTION OF THE PAVED
 HB1503'ROAD AND A GRAVELED DRIVEWAY.  THE MONUMENT IS FLUSH AND THE
 HB1503'DISK IS STAMPED BURNS 1930 1978.
 HB1503'
 HB1503'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HB1503'
 HB1503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HB1503'ABOUT 3-1/2 MILES SOUTHEAST OF SMITHLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2570 ***********************************************************************
 GZ2570  DESIGNATION -  BURTON 1935 1975
 GZ2570  PID         -  GZ2570
 GZ2570  STATE/COUNTY-  KY/PULASKI
 GZ2570  USGS QUAD   -  DELMER (1973)
 GZ2570
 GZ2570                         *CURRENT SURVEY CONTROL
 GZ2570  ___________________________________________________________________
 GZ2570* NAD 83(1986)-  37 03 03.     (N)    084 44 12.     (W)     SCALED    
 GZ2570* NAVD 88     -       348.50   (meters)    1143.4    (feet)  RESET     
 GZ2570  ___________________________________________________________________
 GZ2570  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GZ2570
 GZ2570  VERT ORDER  -  THIRD
 GZ2570
 GZ2570.The horizontal coordinates were scaled from a topographic map and have
 GZ2570.an estimated accuracy of +/- 6 seconds.
 GZ2570
 GZ2570.The orthometric height was computed from unverified reset data.
 GZ2570.No vertical observational check was made to the station.
 GZ2570
 GZ2570.The geoid height was determined by GEOID03.
 GZ2570
 GZ2570;                    North         East    Units  Estimated Accuracy
 GZ2570;SPC KY1Z     - 1,080,120.    1,590,140.      MT  (+/- 180 meters Scaled)
 GZ2570
 GZ2570                          SUPERSEDED SURVEY CONTROL
 GZ2570
 GZ2570  NGVD 29 (10/08/05)  348.65   (m)         1143.9    (f) RESET       3  
 GZ2570
 GZ2570.Superseded values are not recommended for survey control.
 GZ2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2570.See file dsdata.txt to determine how the superseded data were derived.
 GZ2570
 GZ2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG012029(NAD 83)
 GZ2570_MARKER: DS = TRIANGULATION STATION DISK
 GZ2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2570_STAMPING: BURTON 1935 1975
 GZ2570_PROJECTION: PROJECTING 10 CENTIMETERS
 GZ2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2570+STABILITY: SURFACE MOTION
 GZ2570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2570+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2002
 GZ2570
 GZ2570  HISTORY     - Date     Condition        Report By
 GZ2570  HISTORY     - 1975     MONUMENTED       NGS
 GZ2570  HISTORY     - 20020311 GOOD             GRWAS
 GZ2570
 GZ2570                          STATION DESCRIPTION
 GZ2570
 GZ2570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GZ2570'1.35 MI SOUTH FROM NANCY.
 GZ2570'1.35 MILES SOUTH ALONG STATE HIGHWAY 235 FROM ITS JUNCTION WITH
 GZ2570'STATE HIGHWAY 80 IN NANCY, 25 FEET EAST OF THE CENTERLINE OF THE
 GZ2570'HIGHWAY, 55 FEET EAST OF THE SOUTHEAST CORNER POST OF THE FAIRVIEW
 GZ2570'CEMETERY, 5 FEET WEST OF A FENCE LINE, 20 FEET NORTHWEST OFA
 GZ2570'10-INCH CEDAR TREE AND 93 FEET SOUTHEAST OF A 48-INCH OAK TREE.
 GZ2570'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
 GZ2570
 GZ2570                          STATION RECOVERY (2002)
 GZ2570
 GZ2570'RECOVERY NOTE BY GRW AERIAL SURVEY 2002 (ER)
 GZ2570'STATION GOOD FOR GPS AND ABGPS OBSERVATIONS. RM1 WAS ALSO RECOVERED
 GZ2570'AND DIFFERENTIAL LEVELING PERFORMED TO STATION WHICH IS +1.21 US FEET
 GZ2570'HIGHER THAN RM-1. RM2 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1127 ***********************************************************************
 GZ1127  DESIGNATION -  BURTON RM 1
 GZ1127  PID         -  GZ1127
 GZ1127  STATE/COUNTY-  KY/PULASKI
 GZ1127  USGS QUAD   -  DELMER (1973)
 GZ1127
 GZ1127                         *CURRENT SURVEY CONTROL
 GZ1127  ___________________________________________________________________
 GZ1127* NAD 83(1993)-  37 03 03.56482(N)    084 44 13.01398(W)     ADJUSTED  
 GZ1127* NAVD 88     -       348.130  (meters)    1142.16   (feet)  ADJUSTED  
 GZ1127  ___________________________________________________________________
 GZ1127  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 GZ1127  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GZ1127  DYNAMIC HT  -         347.851 (meters)    1141.24  (feet)  COMP
 GZ1127  MODELED GRAV-     979,819.6   (mgal)                       NAVD 88
 GZ1127
 GZ1127  HORZ ORDER  -  SECOND
 GZ1127  VERT ORDER  -  SECOND    CLASS 0
 GZ1127
 GZ1127.The horizontal coordinates were established by classical geodetic methods
 GZ1127.and adjusted by the National Geodetic Survey in December 1995..
 GZ1127
 GZ1127.The orthometric height was determined by differential leveling
 GZ1127.and adjusted by the National Geodetic Survey in June 1991..
 GZ1127
 GZ1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1127
 GZ1127.The geoid height was determined by GEOID03.
 GZ1127
 GZ1127.The dynamic height is computed by dividing the NAVD 88
 GZ1127.geopotential number by the normal gravity value computed on the
 GZ1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1127.degrees latitude (g = 980.6199 gals.).
 GZ1127
 GZ1127.The modeled gravity was interpolated from observed gravity values.
 GZ1127
 GZ1127;                    North         East     Units Scale Factor Converg.
 GZ1127;SPC KY1Z     - 1,080,138.641 1,590,112.115   MT  1.00000790   +0 37 19.1
 GZ1127;SPC KY1Z     - 3,543,754.86  5,216,892.83   sFT  1.00000790   +0 37 19.1
 GZ1127;SPC KY S     -   580,123.982   590,107.621   MT  0.99995755   +0 36 51.8
 GZ1127;SPC KY S     - 1,903,290.10  1,936,044.75   sFT  0.99995755   +0 36 51.8
 GZ1127;UTM  16      - 4,102,924.182   701,237.367   MT  1.00009890   +1 21 50.4
 GZ1127
 GZ1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1127!SPC KY1Z     -   0.99995017  x   1.00000790  =   0.99995807
 GZ1127!SPC KY S     -   0.99995017  x   0.99995755  =   0.99990772
 GZ1127!UTM  16      -   0.99995017  x   1.00009890  =   1.00004906
 GZ1127
 GZ1127:                Primary Azimuth Mark                     Grid Az
 GZ1127:SPC KY1Z     -  SOMERSET RADIO STA WSFC MAST             055 45 11.7
 GZ1127:SPC KY S     -  SOMERSET RADIO STA WSFC MAST             055 45 39.0
 GZ1127:UTM  16      -  SOMERSET RADIO STA WSFC MAST             055 00 40.4
 GZ1127
 GZ1127|---------------------------------------------------------------------|
 GZ1127| PID    Reference Object                     Distance      Geod. Az  |
 GZ1127|                                                           dddmmss.s |
 GZ1127| GZ2978 SOMERSET RADIO STA WSFC MAST        APPROX.13.4 KM 0562230.8 |
 GZ1127| GZ2980 CEDAR KNOB                          APPROX.17.0 KM 3582636.5 |
 GZ1127|---------------------------------------------------------------------|
 GZ1127
 GZ1127                          SUPERSEDED SURVEY CONTROL
 GZ1127
 GZ1127  NAD 83(1986)-  37 03 03.57382(N)    084 44 13.02119(W) AD(       ) 2
 GZ1127  NAD 27      -  37 03 03.30100(N)    084 44 13.22000(W) AD(       ) 2
 GZ1127  NGVD 29 (??/??/92)  348.276  (m)         1142.64   (f) ADJ UNCH    2 0
 GZ1127
 GZ1127.Superseded values are not recommended for survey control.
 GZ1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1127.See file dsdata.txt to determine how the superseded data were derived.
 GZ1127
 GZ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG0123702924(NAD 83)
 GZ1127_MARKER: DR = REFERENCE MARK DISK
 GZ1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1127_STAMPING: BURTON NO 1 1935 1142.635
 GZ1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1127+STABILITY: SURFACE MOTION
 GZ1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1127+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2002
 GZ1127
 GZ1127  HISTORY     - Date     Condition        Report By
 GZ1127  HISTORY     - 1950     MONUMENTED       CGS
 GZ1127  HISTORY     - 1966     GOOD             NGS
 GZ1127  HISTORY     - 1975     GOOD             NGS
 GZ1127  HISTORY     - 20020311 GOOD             GRWAS
 GZ1127
 GZ1127                          STATION DESCRIPTION
 GZ1127
 GZ1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1127'SEE STATION BURTON
 GZ1127
 GZ1127                          STATION RECOVERY (1966)
 GZ1127
 GZ1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GZ1127'1.3 MI S FROM NANCY.
 GZ1127'ABOUT 1.3 MILES SOUTH ALONG STATE ROUTE 235 FROM THE JUNCTION
 GZ1127'OF STATE ROUTE 80 AT NANCY, ABOUT 0.3 MILE SOUTH OF THE GENERAL
 GZ1127'FELIX K. ZOLLICOFFER MEMORIAL PARK AND AT THE BURTON 1935
 GZ1127'TRIANGULATION STATION SITE NEAR THE FAIRVIEW CEMETERY.  IT IS
 GZ1127'69.48 FEET WEST-SOUTHWEST OF THE STATION, 50 FEET SOUTH OF THE
 GZ1127'SOUTHEAST CORNER OF THE CEMETERY FENCE, 42 FEET NORTH OF AN
 GZ1127'8-INCH CEDAR TREE, 28 FEET WEST OF THE APPROXIMATE CENTER OF
 GZ1127'STATE ROUTE 235, AND 1 FOOT EAST OF A WOVEN WIRE FENCE.  IT IS
 GZ1127'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH,
 GZ1127'ROUND, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS
 GZ1127'STAMPED BURTON NO. 1 1935 1142.635.
 GZ1127
 GZ1127                          STATION RECOVERY (1975)
 GZ1127
 GZ1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GZ1127'1.35 MILES SOUTH ALONG STATE HIGHWAY 235 FROM ITS JUNCTION WITH STATE
 GZ1127'HIGHWAY 80 AT NANCY, 50 FEET SOUTH OF THE SOUTHEAST CORNER POST OF
 GZ1127'THE FAIRVIEW CEMETERY, 2 FEET EAST OF A FENCE LINE, 29 FEET WEST OF
 GZ1127'THE CENTERLINE OF THE HIGHWAY AND SET IN THE TOP OF A ROUND CONCRETE
 GZ1127'POST PROJECTING 4 INCHES.
 GZ1127
 GZ1127                          STATION RECOVERY (2002)
 GZ1127
 GZ1127'RECOVERY NOTE BY GRW AERIAL SURVEY 2002 (ER)
 GZ1127'STATION LOCATED IN ALONG FENCE LINE IN DENSE SCRUB TREES. CLEARING
 GZ1127'REQUIRED FOR TRIPOD OCCUPATION. STATION BURTON WAS RECOVERED AS
 GZ1127'DESCRIBED. DIFFERENTIAL LEVELING PERFORMED TO STATION BURTON WHICH IS
 GZ1127'+1.21 US FEET HIGHER THAN RM-1. RM2 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1125 ***********************************************************************
 GZ1125  DESIGNATION -  BURTON RM 2
 GZ1125  PID         -  GZ1125
 GZ1125  STATE/COUNTY-  KY/PULASKI
 GZ1125  USGS QUAD   -  DELMER (1973)
 GZ1125
 GZ1125                         *CURRENT SURVEY CONTROL
 GZ1125  ___________________________________________________________________
 GZ1125* NAD 83(1986)-  37 03 03.     (N)    084 44 12.     (W)     SCALED    
 GZ1125* NAVD 88     -       348.274  (meters)    1142.63   (feet)  ADJUSTED  
 GZ1125  ___________________________________________________________________
 GZ1125  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GZ1125  DYNAMIC HT  -         347.996 (meters)    1141.72  (feet)  COMP
 GZ1125  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 GZ1125
 GZ1125  VERT ORDER  -  SECOND    CLASS 0
 GZ1125
 GZ1125.The horizontal coordinates were scaled from a topographic map and have
 GZ1125.an estimated accuracy of +/- 6 seconds.
 GZ1125
 GZ1125.The orthometric height was determined by differential leveling
 GZ1125.and adjusted by the National Geodetic Survey in June 1991..
 GZ1125
 GZ1125.The geoid height was determined by GEOID03.
 GZ1125
 GZ1125.The dynamic height is computed by dividing the NAVD 88
 GZ1125.geopotential number by the normal gravity value computed on the
 GZ1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1125.degrees latitude (g = 980.6199 gals.).
 GZ1125
 GZ1125.The modeled gravity was interpolated from observed gravity values.
 GZ1125
 GZ1125;                    North         East    Units  Estimated Accuracy
 GZ1125;SPC KY1Z     - 1,080,120.    1,590,140.      MT  (+/- 180 meters Scaled)
 GZ1125
 GZ1125                          SUPERSEDED SURVEY CONTROL
 GZ1125
 GZ1125  NGVD 29 (??/??/92)  348.420  (m)         1143.11   (f) ADJ UNCH    2 0
 GZ1125
 GZ1125.Superseded values are not recommended for survey control.
 GZ1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1125.See file dsdata.txt to determine how the superseded data were derived.
 GZ1125
 GZ1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG012029(NAD 83)
 GZ1125_MARKER: DR = REFERENCE MARK DISK
 GZ1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1125_STAMPING: BURTON NO 2 1935 1143.108
 GZ1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1125+STABILITY: SURFACE MOTION
 GZ1125
 GZ1125  HISTORY     - Date     Condition        Report By
 GZ1125  HISTORY     - 1935     MONUMENTED       CGS
 GZ1125  HISTORY     - 1966     GOOD             NGS
 GZ1125  HISTORY     - 1975     GOOD             NGS
 GZ1125
 GZ1125                          STATION DESCRIPTION
 GZ1125
 GZ1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GZ1125'1.3 MI S FROM NANCY.
 GZ1125'ABOUT 1.3 MILES SOUTH ALONG STATE ROUTE 235 FROM THE JUNCTION
 GZ1125'OF STATE ROUTE 80 AT NANCY, ABOUT 0.3 MILE SOUTH OF THE GENERAL
 GZ1125'FELIX K. ZOLLICOFFER MEMORIAL PARK AND AT THE BURTON 1935
 GZ1125'TRIANGULATION STATION SITE NEAR THE FAIRVIEW CEMEMTERY.  IT IS
 GZ1125'142.12 FEET NORTHWEST OF THE STATION, 57 FEET SOUTH OF A 24-INCH
 GZ1125'OAK TREE AT THE NORTHEAST CORNER OF THE CEMETERY, 40 FEET NORTH
 GZ1125'OF THE CENTER OF THE ENTRANCE GATE INTO THE CEMETERY, 25 FEET
 GZ1125'WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 235, 1.1 FOOT
 GZ1125'NORTH OF A WOODEN WITNESS POST, AND 0.5 FOOT EAST OF THE CEMETERY
 GZ1125'FENCE.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 GZ1125'10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND
 GZ1125'THE DISK IS STAMPED BURTON NO. 2 1935 1143.108.
 GZ1125
 GZ1125                          STATION RECOVERY (1975)
 GZ1125
 GZ1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GZ1125'1.35 MILES SOUTH ALONG STATE HIGHWAY 235 FROM ITS JUNCTION WITH STATE
 GZ1125'HIGHWAY 80 AT NANCY, 1 FOOT EAST OF THE FAIRVIEW CEMETERY FENCE, 25
 GZ1125'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 56 FEET SOUTH OF THE
 GZ1125'NORTHEAST CORNER OF THE CEMETERY, 58 FEET NORTH OF A 48 INCH OAK TREE
 GZ1125'AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1457 ***********************************************************************
 HA1457  DESIGNATION -  BUSHLICK
 HA1457  PID         -  HA1457
 HA1457  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1457  USGS QUAD   -  MATTINGLY (1970)
 HA1457
 HA1457                         *CURRENT SURVEY CONTROL
 HA1457  ___________________________________________________________________
 HA1457* NAD 83(1993)-  37 48 20.71463(N)    086 30 36.87795(W)     ADJUSTED  
 HA1457* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 HA1457  ___________________________________________________________________
 HA1457  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 HA1457  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HA1457
 HA1457  HORZ ORDER  -  SECOND
 HA1457
 HA1457.The horizontal coordinates were established by classical geodetic methods
 HA1457.and adjusted by the National Geodetic Survey in December 1995..
 HA1457
 HA1457.The orthometric height was scaled from a topographic map.
 HA1457
 HA1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1457
 HA1457.The geoid height was determined by GEOID03.
 HA1457
 HA1457;                    North         East     Units Scale Factor Converg.
 HA1457;SPC KY1Z     - 1,163,685.376 1,433,057.219   MT  0.99990570   -0 28 00.3
 HA1457;SPC KY1Z     - 3,817,857.77  4,701,621.89   sFT  0.99990570   -0 28 00.3
 HA1457;SPC KY S     -   663,674.365   433,052.280   MT  0.99997920   -0 27 39.8
 HA1457;SPC KY S     - 2,177,404.98  1,420,772.36   sFT  0.99997920   -0 27 39.8
 HA1457;UTM  16      - 4,184,376.337   543,112.582   MT  0.99962289   +0 18 00.8
 HA1457
 HA1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1457!SPC KY1Z     -   0.99997145  x   0.99990570  =   0.99987716
 HA1457!SPC KY S     -   0.99997145  x   0.99997920  =   0.99995065
 HA1457!UTM  16      -   0.99997145  x   0.99962289  =   0.99959435
 HA1457
 HA1457:                Primary Azimuth Mark                     Grid Az
 HA1457:SPC KY1Z     -  HARDINSBURG MUNICIPAL TANK               119 08 23.7
 HA1457:SPC KY S     -  HARDINSBURG MUNICIPAL TANK               119 08 03.2
 HA1457:UTM  16      -  HARDINSBURG MUNICIPAL TANK               118 22 22.6
 HA1457
 HA1457|---------------------------------------------------------------------|
 HA1457| PID    Reference Object                     Distance      Geod. Az  |
 HA1457|                                                           dddmmss.s |
 HA1457| HA1345 HARDINSBURG MUNICIPAL TANK          APPROX. 5.5 KM 1184023.4 |
 HA1457| HA1344 HARDINSBURG BRECKINRIDGE CTHSE      APPROX. 5.1 KM 1224204.8 |
 HA1457| CG7324 BUSHLICK AZ MK                                     1400352.4 |
 HA1457| CG7325 BUSHLICK RM 1                        11.013 METERS 14803     |
 HA1457| CG7326 BUSHLICK RM 2                        30.442 METERS 21225     |
 HA1457| HA1458 BUSHLICK 2                           14.302 METERS 23004     |
 HA1457|---------------------------------------------------------------------|
 HA1457
 HA1457                          SUPERSEDED SURVEY CONTROL
 HA1457
 HA1457  NAD 83(1986)-  37 48 20.72277(N)    086 30 36.88359(W) AD(       ) 2
 HA1457  NAD 27      -  37 48 20.51000(N)    086 30 36.96900(W) AD(       ) 2
 HA1457
 HA1457.Superseded values are not recommended for survey control.
 HA1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1457.See file dsdata.txt to determine how the superseded data were derived.
 HA1457
 HA1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4311384376(NAD 83)
 HA1457_MARKER: DS = TRIANGULATION STATION DISK
 HA1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1457
 HA1457  HISTORY     - Date     Condition        Report By
 HA1457  HISTORY     - 1950     MONUMENTED       CGS
 HA1457  HISTORY     - 1958     SEE DESCRIPTION  CGS
 HA1457
 HA1457                          STATION DESCRIPTION
 HA1457
 HA1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1457'STATION IS LOCATED ABOUT 3 MILE NORTHWEST OF HARDINSBURG ON A HIGH
 HA1457'HILL SOUTH OF U.S. HIGHWAY 60 AND IS ON PROPERTY OWNED BY MR.
 HA1457'TEMPLE ROBERTSON. IT IS 76 FEET EAST OF THE SOUTHEAST CORNER OF A
 HA1457'FRAME HOUSE, 4 FEET NORTHWEST OF A WHITE WITNESS POST AND 3 FEET
 HA1457'SOUTHWEST OF A FENCE LINE. THE MARK IS FLUSH WITH THE SURFACE OF THE
 HA1457'GROUND AND THE DISK IS STAMPED BUSHLICK 1950.
 HA1457'
 HA1457'REFERENCE MARK NO. 1 IS 13 FEET NORTHWEST OF THE CENTER OF A FARM
 HA1457'DRIVE AND 1 FOOT SOUTHWEST OF A FECE LINE. THE MARK IS FLUSH WITH THE
 HA1457'SURFACE OF THE GROUND AND THE DISK IS STAMPED BUSHLICK NO 1 1950.
 HA1457'
 HA1457'REFERENCE MARK NO.2 IS 36 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 HA1457'HOUSE, 33 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE AND 10
 HA1457'FEET NORTH OF THE CENTER OF THE FARM DRIVE. THE MARK IS FLUSH WITH
 HA1457'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BUSHLICK NO 2
 HA1457'1950.
 HA1457'
 HA1457'AZIMUTH MARK IS 28 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 60
 HA1457'AND 2 FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT
 HA1457'6 INCHES AND THE DISK IS STAMPED BUSHLICK 1950.
 HA1457'
 HA1457'TO REACH THE STATION FROM THE BRECKINRIDGE COUNTY COURT HOUSE IN
 HA1457'HARDINSBURG, GO NORTHWEST OF U.S. HIGHWAY 60 FOR 3.1 MILES TO THE
 HA1457'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE ON HIGHWAY 60 FOR
 HA1457'0.45 MILE TO A T FARM LANE LEFT, TURN LEFT UP HILL ON FARM LANE
 HA1457'FOR 0.15 MILE TO FENCE LINE NEAR TOP OF HILL AND STATION ON THE RIGHT
 HA1457'AS DESCRIBED.
 HA1457'
 HA1457'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HA1457
 HA1457                          STATION RECOVERY (1958)
 HA1457
 HA1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 HA1457'STATION AND REFERENCE MARKS WERE DESTROYED TO CLEAR FOR BUILDING AND
 HA1457'GRADING A DRIVEWAY. DUE TO NEW HOUSE WITH BASEMENT BEING
 HA1457'CONSTRUCTED AND THE HILL GRADED FOR CIRCLE DRIVEWAY, IT WAS NECESSARY
 HA1457'TO MOVE BOTH REFERENCE MARKS AND THE STATION MARK.  A NEW STATION
 HA1457'BUSHLICK 2 1958 WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1458 ***********************************************************************
 HA1458  DESIGNATION -  BUSHLICK 2
 HA1458  PID         -  HA1458
 HA1458  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1458  USGS QUAD   -  MATTINGLY (1970)
 HA1458
 HA1458                         *CURRENT SURVEY CONTROL
 HA1458  ___________________________________________________________________
 HA1458* NAD 83(1993)-  37 48 20.41690(N)    086 30 37.32630(W)     ADJUSTED  
 HA1458* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 HA1458  ___________________________________________________________________
 HA1458  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 HA1458  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HA1458
 HA1458  HORZ ORDER  -  THIRD
 HA1458
 HA1458.The horizontal coordinates were established by classical geodetic methods
 HA1458.and adjusted by the National Geodetic Survey in December 1995..
 HA1458.No horizontal observational check was made to the station.
 HA1458
 HA1458.The orthometric height was scaled from a topographic map.
 HA1458
 HA1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1458
 HA1458.The geoid height was determined by GEOID03.
 HA1458
 HA1458;                    North         East     Units Scale Factor Converg.
 HA1458;SPC KY1Z     - 1,163,676.287 1,433,046.178   MT  0.99990570   -0 28 00.6
 HA1458;SPC KY1Z     - 3,817,827.95  4,701,585.67   sFT  0.99990570   -0 28 00.6
 HA1458;SPC KY S     -   663,665.274   433,041.239   MT  0.99997919   -0 27 40.1
 HA1458;SPC KY S     - 2,177,375.15  1,420,736.13   sFT  0.99997919   -0 27 40.1
 HA1458;UTM  16      - 4,184,367.103   543,101.667   MT  0.99962288   +0 18 00.5
 HA1458
 HA1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1458!SPC KY1Z     -   0.99997145  x   0.99990570  =   0.99987716
 HA1458!SPC KY S     -   0.99997145  x   0.99997919  =   0.99995064
 HA1458!UTM  16      -   0.99997145  x   0.99962288  =   0.99959434
 HA1458
 HA1458|---------------------------------------------------------------------|
 HA1458| PID    Reference Object                     Distance      Geod. Az  |
 HA1458|                                                           dddmmss.s |
 HA1458| HA1457 BUSHLICK                             14.302 METERS 05004     |
 HA1458| CG7324 BUSHLICK AZ MK                                     1385248.8 |
 HA1458| CG7327 BUSHLICK 2 RM 3                      26.624 METERS 14819     |
 HA1458| CG7328 BUSHLICK 2 RM 4                      27.950 METERS 18302     |
 HA1458|---------------------------------------------------------------------|
 HA1458
 HA1458                          SUPERSEDED SURVEY CONTROL
 HA1458
 HA1458  NAD 83(1986)-  37 48 20.42505(N)    086 30 37.33194(W) AD(       ) 3
 HA1458  NAD 27      -  37 48 20.21230(N)    086 30 37.41740(W) AD(       ) 3
 HA1458
 HA1458.Superseded values are not recommended for survey control.
 HA1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1458.See file dsdata.txt to determine how the superseded data were derived.
 HA1458
 HA1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4310284367(NAD 83)
 HA1458_MARKER: DS = TRIANGULATION STATION DISK
 HA1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1458
 HA1458  HISTORY     - Date     Condition        Report By
 HA1458  HISTORY     - 1958     MONUMENTED       CGS
 HA1458
 HA1458                          STATION DESCRIPTION
 HA1458
 HA1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 HA1458'STATION IS LOCATED 3 MILES NORTHWEST OF HARDINSBURG ON A HIGH HILL
 HA1458'SOUTHWEST OF U.S. HIGHWAY 60, AND IS ON PROPERTY OF MR. TEMPLE
 HA1458'ROBERTSON. IT IS IN A GROUP OF FOUR MAPLE TREES SET TO FORM A SQUARE,
 HA1458'27.2 FEET EAST-SOUTHEAST OF THE NORTHWEST ONE OF THE FOUR
 HA1458'TREES, 23.5 FEET WSW OF THE SW ONE, 14 FEET SOUTH-SOUTHWEST OF THE
 HA1458'NORTHWEST TREE, 9.5 FEET NORTHWEST OF THE SOUTHEAST TREE, THE MARK
 HA1458'IS ABOUT FLUSH WITH THE GROUND AND THE DISK IS STAMPED BUSHLICK 2
 HA1458'1958.
 HA1458'
 HA1458'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS.
 HA1458'
 HA1458'REFERENCE MARK NO. 3 IS 87.35 FEET SOUTHEAST OF THE STATION, THE MARK
 HA1458'IS ABOUT FLUSH WITH THE GROUND AND THE DISK IS STAMPED BUSHLICK 2
 HA1458'NO. 3 1958.
 HA1458'
 HA1458'REFERENCE MARK NO. 4 IS SOUTH-SOUTHWEST OF THE STATION 91.7 FEET
 HA1458'DISTANT, THE MARK IS ABOUT FLUSH WITH THE GROUND AND THE DISK IS
 HA1458'STAMPED BUSHLICK 2 NO. 3 1958.
 HA1458'
 HA1458'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHEAST OF THE STATION, 28 FEET
 HA1458'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 60, ABOUT 150 YARDS
 HA1458'SOUTHEAST OF A CURVE AND A GROUP OF BUILDINGS NORTHEAST OF HIGHWAY,
 HA1458'AT THE TOP OF A SLIGHT GRADE, 2 FEET NORTH OF A WHITE WITNESS
 HA1458'POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 HA1458'BUSHLICK 1950.
 HA1458'
 HA1458'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN
 HA1458'HARDINSBURG, GO 3.1 MILES NORTHWEST ON U.S. HIGHWAY 60 TO THE
 HA1458'AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE ON HIGHWAY FOR 0.4 MILE
 HA1458'TO FARM DRIVE LEFT AND UP HILL, TURN LEFT AND GO 0.15 MILE TO TOP OF
 HA1458'HILL AT HOUSE AND STATION ON RIGHT IN THE GROUP OF MAPLES AS
 HA1458'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3200 ***********************************************************************
 GY3200  DESIGNATION -  BUTLER
 GY3200  PID         -  GY3200
 GY3200  STATE/COUNTY-  KY/LETCHER
 GY3200  USGS QUAD   -  FLAT GAP (1978)
 GY3200
 GY3200                         *CURRENT SURVEY CONTROL
 GY3200  ___________________________________________________________________
 GY3200* NAD 83(1993)-  37 06 35.87762(N)    082 44 11.58409(W)     ADJUSTED  
 GY3200* NAVD 88     -       997.4    (meters)    3272.     (feet)  VERTCON   
 GY3200  ___________________________________________________________________
 GY3200  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 GY3200  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GY3200
 GY3200  HORZ ORDER  -  THIRD
 GY3200
 GY3200.The horizontal coordinates were established by classical geodetic methods
 GY3200.and adjusted by the National Geodetic Survey in December 1995..
 GY3200
 GY3200.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3200
 GY3200.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3200
 GY3200.The geoid height was determined by GEOID03.
 GY3200
 GY3200;                    North         East     Units Scale Factor Converg.
 GY3200;SPC KY1Z     - 1,090,518.714 1,767,797.126   MT  0.99999373   +1 51 00.5
 GY3200;SPC KY1Z     - 3,577,810.15  5,799,847.74   sFT  0.99999373   +1 51 00.5
 GY3200;SPC KY S     -   590,456.779   767,787.352   MT  0.99995302   +1 49 39.2
 GY3200;SPC KY S     - 1,937,190.28  2,518,982.34   sFT  0.99995302   +1 49 39.2
 GY3200;SPC VA S     - 1,094,633.840 3,123,584.410   MT  0.99995545   -2 34 16.6
 GY3200;SPC VA S     - 3,591,311.19 10,247,959.85   sFT  0.99995545   -2 34 16.6
 GY3200;UTM  17      - 4,108,482.381   345,704.818   MT  0.99989328   -1 02 52.6
 GY3200
 GY3200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3200!SPC KY1Z     -   0.99984837  x   0.99999373  =   0.99984210
 GY3200!SPC KY S     -   0.99984837  x   0.99995302  =   0.99980140
 GY3200!SPC VA S     -   0.99984837  x   0.99995545  =   0.99980383
 GY3200!UTM  17      -   0.99984837  x   0.99989328  =   0.99974167
 GY3200
 GY3200|---------------------------------------------------------------------|
 GY3200| PID    Reference Object                     Distance      Geod. Az  |
 GY3200|                                                           dddmmss.s |
 GY3200| DB8896 BUTLER RM 1                          18.450 METERS 20859     |
 GY3200| GA3467 RADAR                               APPROX.25.8 KM 2125245.3 |
 GY3200| DB8897 BUTLER RM 2                          17.535 METERS 25918     |
 GY3200| GY3201 MAYKING                             188.698 METERS 29327     |
 GY3200|---------------------------------------------------------------------|
 GY3200
 GY3200                          SUPERSEDED SURVEY CONTROL
 GY3200
 GY3200  NAD 83(1993)-  37 06 35.87900(N)    082 44 11.58387(W) AD(       ) 3
 GY3200  NAD 83(1986)-  37 06 35.88553(N)    082 44 11.59256(W) AD(       ) 3
 GY3200  NAD 27      -  37 06 35.53358(N)    082 44 12.00876(W) AD(       ) 3
 GY3200  NGVD 29 (07/19/86)  997.5    (m)         3273.     (f) VERT ANG       
 GY3200
 GY3200.Superseded values are not recommended for survey control.
 GY3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3200.See file dsdata.txt to determine how the superseded data were derived.
 GY3200
 GY3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB4570508482(NAD 83)
 GY3200_MARKER: DS = TRIANGULATION STATION DISK
 GY3200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3200
 GY3200  HISTORY     - Date     Condition        Report By
 GY3200  HISTORY     - 1963     MONUMENTED       CGS
 GY3200  HISTORY     - 1968     SEE DESCRIPTION  USGS
 GY3200
 GY3200                          STATION DESCRIPTION
 GY3200
 GY3200'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GY3200'THE STATION IS LOCATED ABOUT 7.0 MILES WEST OF POUND, VIRGINIA, 5.0
 GY3200'MILES SOUTH EAST OF WHITESBURG, KENTUCKY AND 2.7 MILES SOUTH OF
 GY3200'MAYKING, KENTUCKY.
 GY3200'
 GY3200'TO REACH THE STATION FROM THE POST OFFICE IN POUND, VIRGINIA, GO
 GY3200'NORTH ON U.S. HIGHWAY 23 FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT,
 GY3200'TURN LEFT ON COUNTY ROAD T-671 AND GO 4.9 MILES TO A FORK, TAKE THE
 GY3200'RIGHT FORK AND CONTINUE WEST ON COUNTY ROAD T-671 FOR 0.9 MILE TO A
 GY3200'FORK, TAKE THE LEFT FORK AND CONTINUE WEST ON COUNTY ROAD T-671 FOR
 GY3200'4.2 MILES TO A T-ROAD, TURN RIGHT, NORTHERLY, ON COUNTY ROAD T-671
 GY3200'AND GO 1.3 MILES TO A OLD SAWMILL ON THE LEFT AND A TRACK ROAD ON THE
 GY3200'RIGHT, TURN RIGHT AND GO 0.2 MILE TO A FORK, TAKE THE RIGHT FORK AND
 GY3200'GO 0.9 MILE TO A CREEK, CROSS THE CREEK AND GO 0.2 MILE TO A FORK,
 GY3200'TAKE THE RIGHT FORK, UPHILL, FOR 1.3 MILES TO A OLD MINE, CONTINUE
 GY3200'AHEAD ON TRACK ROAD FOR 0.1 MILE TO A FORK, TAKE THE LEFT FORK
 GY3200'ON OLD LOGGING ROAD AND GO 0.9 MILE TO A DIM FORK AND 20-INCH BLAZED
 GY3200'OAK TREE ON THE LEFT, TURN LEFT AND GO 0.1 MILE TO THE STATION
 GY3200'ON THE RIGHT AS DESCRIBED.
 GY3200'
 GY3200'STATION MARK IS 50 FEET EAST OF THE CENTER OF THE TRACK ROAD.  THE
 GY3200'MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST, PROJECTS
 GY3200'6 INCHES AND IS STAMPED BUTLER 1963.
 GY3200'
 GY3200'REFERENCE MARK NO. 1 IS 12 FEET SOUTHEAST OF THE CENTER OF THE TRACK
 GY3200'ROAD.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GY3200'POST, PROJECTS 6 INCHES AND IS STAMPED BUTLER NO 1 1963.
 GY3200'
 GY3200'REFERENCE MARK NO. 2 IS 6 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 GY3200'THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST,
 GY3200'PROJECTS 8 INCHES AND IS STAMPED BUTLER NO 2 1963.
 GY3200'
 GY3200'TRIANGULATION STATION MAYKING 1934 WILL SERVE AS THE AZIMUTH MARK.
 GY3200'SEE DESCRIPTION THEREOF.
 GY3200'
 GY3200'A 4-WHEEL DRIVE IS REQUIRED TO REACH THE STATION.
 GY3200'
 GY3200'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GY3200
 GY3200                          STATION RECOVERY (1968)
 GY3200
 GY3200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GY3200'STATION DESTROYED- POST HAS BEEN BULLDOZED OUT.  RMS OK, UNDERGROUND
 GY3200'MARK NOT KNOWN.
 GY3200'
 GY3200'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7.0 MI W. OF POUND
 GY3200'VA., 5 MI. S.E. OF WHITESBURG KY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2020 ***********************************************************************
 HZ2020  DESIGNATION -  BUTLER
 HZ2020  PID         -  HZ2020
 HZ2020  STATE/COUNTY-  KY/CARROLL
 HZ2020  USGS QUAD   -  CARROLLTON (1994)
 HZ2020
 HZ2020                         *CURRENT SURVEY CONTROL
 HZ2020  ___________________________________________________________________
 HZ2020* NAD 83(1993)-  38 40 28.31273(N)    085 09 45.17838(W)     ADJUSTED  
 HZ2020* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 HZ2020  ___________________________________________________________________
 HZ2020  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 HZ2020  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ2020
 HZ2020  HORZ ORDER  -  THIRD
 HZ2020
 HZ2020.The horizontal coordinates were established by classical geodetic methods
 HZ2020.and adjusted by the National Geodetic Survey in April 1998..
 HZ2020
 HZ2020.The orthometric height was scaled from a topographic map.
 HZ2020
 HZ2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2020
 HZ2020.The geoid height was determined by GEOID03.
 HZ2020
 HZ2020;                    North         East     Units Scale Factor Converg.
 HZ2020;SPC KY1Z     - 1,260,002.467 1,551,120.792   MT  1.00000191   +0 21 38.4
 HZ2020;SPC KY1Z     - 4,133,858.09  5,088,968.80   sFT  1.00000191   +0 21 38.4
 HZ2020;SPC KY N     -   130,764.334   420,592.031   MT  0.99996860   -0 34 03.6
 HZ2020;SPC KY N     -   429,015.99  1,379,892.36   sFT  0.99996860   -0 34 03.6
 HZ2020;SPC IN E     -   380,487.041   143,867.874   MT  0.99999036   +0 18 54.1
 HZ2020;SPC IN E     - 1,248,314.57    472,006.52   sFT  0.99999036   +0 18 54.1
 HZ2020;UTM  16      - 4,282,261.902   659,840.468   MT  0.99991463   +1 08 54.4
 HZ2020
 HZ2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2020!SPC KY1Z     -   0.99996799  x   1.00000191  =   0.99996990
 HZ2020!SPC KY N     -   0.99996799  x   0.99996860  =   0.99993659
 HZ2020!SPC IN E     -   0.99996799  x   0.99999036  =   0.99995835
 HZ2020!UTM  16      -   0.99996799  x   0.99991463  =   0.99988263
 HZ2020
 HZ2020|---------------------------------------------------------------------|
 HZ2020| PID    Reference Object                     Distance      Geod. Az  |
 HZ2020|                                                           dddmmss.s |
 HZ2020| CG7333 BUTLER RM 1                           6.328 METERS 18154     |
 HZ2020| CG7334 BUTLER RM 2                          19.193 METERS 18154     |
 HZ2020| HZ2019 CARROLLTON FURN MFG CO TANK         APPROX. 1.6 KM 2714254.6 |
 HZ2020| CG7332 BUTLER AZ MK                                       3485527.9 |
 HZ2020|---------------------------------------------------------------------|
 HZ2020
 HZ2020                          SUPERSEDED SURVEY CONTROL
 HZ2020
 HZ2020  NAD 83(1993)-  38 40 28.31328(N)    085 09 45.17934(W) AD(       ) 3
 HZ2020  NAD 83(1986)-  38 40 28.31488(N)    085 09 45.18684(W) AD(       ) 3
 HZ2020  NAD 27      -  38 40 28.08500(N)    085 09 45.35800(W) AD(       ) 3
 HZ2020
 HZ2020.Superseded values are not recommended for survey control.
 HZ2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2020.See file dsdata.txt to determine how the superseded data were derived.
 HZ2020
 HZ2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5984082262(NAD 83)
 HZ2020_MARKER: DS = TRIANGULATION STATION DISK
 HZ2020_SETTING: 80 = SET IN A BOULDER
 HZ2020_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HZ2020
 HZ2020  HISTORY     - Date     Condition        Report By
 HZ2020  HISTORY     - 1947     MONUMENTED       CGS
 HZ2020  HISTORY     - 1963     GOOD             AEROS
 HZ2020  HISTORY     - 1963     GOOD             CGS
 HZ2020  HISTORY     - 1964     POOR             CGS
 HZ2020
 HZ2020                          STATION DESCRIPTION
 HZ2020
 HZ2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2020'STATION IS ABOUT 1 MI. EAST-SOUTHEAST OF CARROLLTON, ON THE GROUNDS
 HZ2020'OF THE BUTLER MEMORIAL STATE PARK, AND ABOUT 0.1 MILE NORTH OF
 HZ2020'THE HIGHEST POINT OF LAND IN THE PARK. THE STATION MARK IS SET IN THE
 HZ2020'CENTER OF A LARGE STONE LOOKOUT PLATFORM. THE MARK IS FLUSH WITH
 HZ2020'THE PLATFORM FLOOR, AND THE DISK IS STAMPED BUTLER 1947.
 HZ2020'
 HZ2020'REFERENCE MARK NO. 1 IS 20.76 FEET SOUTH-SOUTHWEST OF THE STATION, IN
 HZ2020'THE SOUTH END OF THE STONE PLATFORM. THE MARK IS FLUSH WITH THE
 HZ2020'PLATFORM FLOOR, AND THE DISK IS STAMPED BUTLER NO 1 1947.
 HZ2020'
 HZ2020'REFERENCE MARK NO. 2 IS 62.97 FEET SOUTH-SOUTHWEST OF THE STATION AND
 HZ2020'23 FEET SOUTH OF THE SOUTH END OF THE PLATFORM.  THIS IS SLOPE
 HZ2020'MEASUREMENT AS THE MARK IS ABOUT 10 FEET LOWER THAN STATION. THE MARK
 HZ2020'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BUTLER NO 2 1947.
 HZ2020'
 HZ2020'AZIMUTH MARK IS ABOUT 1.0 MILE NORTH OF THE STATION, 0.8 MILE EAST
 HZ2020'FROM THE POST OFFICE IN CARROLLTON VIA STATE HIGHWAY 36 AND
 HZ2020'U.S. HIGHWAY 42, AT THE NORTHWEST CORNER OF A TOBACCO WAREHOUSE, 69
 HZ2020'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 HZ2020'2.5 FEET SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES,
 HZ2020'AND THE DISK IS STAMPED BUTLER 1947.
 HZ2020'
 HZ2020'TO REACH FROM THE POST OFFICE IN CARROLLTON, GO EAST ON STATE HIGHWAY
 HZ2020'36 AND U.S. HIGHWAY 42 FOR 0.9 MILE TO THE JUNCTION WHERE
 HZ2020'HIGHWAYS 36 AND 227 TURN SOUTH AND HIGHWAY 42 CONTINUES EAST, TURN
 HZ2020'RIGHT ON HIGHWAYS 36 AND 227 AND GO 0.9 MILE TO THE JUNCTION WHERE
 HZ2020'HIGHWAY 36 TURNS LEFT AND HIGHWAY 227 TURNS RIGHT, TURN RIGHT AND
 HZ2020'FOLLOW HIGHWAY 227 FOR 0.9 MILE TO THE PARK ENTRANCE GATE ON THE
 HZ2020'RIGHT, TURN RIGHT HERE AND FOLLOW THE MAIN PARK ROAD WEST AND THEN
 HZ2020'NORTHWEST FOR 1.3 MILES TO A CHAIN GATE ON THE RIGHT AT TOP OF
 HZ2020'HILL, THEN TURN RIGHT AND GO 0.3 MILE TO THE STONE LOOKOUT
 HZ2020'PLATFORM AND STATION.
 HZ2020'
 HZ2020'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HZ2020
 HZ2020                          STATION RECOVERY (1963)
 HZ2020
 HZ2020'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2020'RECOVERED AS DESCRIBED.
 HZ2020
 HZ2020                          STATION RECOVERY (1963)
 HZ2020
 HZ2020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ2020'STATION MARK BUTLER-1947 LOCATED STATION PINPOINTED STATION BY
 HZ2020'VISUAL OBSERVATION.
 HZ2020'
 HZ2020'DID NOT GET OSBORN OR OSBORN AZIMUTH.
 HZ2020
 HZ2020                          STATION RECOVERY (1964)
 HZ2020
 HZ2020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ2020'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HZ2020'AS DESCRIBED.  IT APPEARS THAT VANDALS HAVE TRIED REPEATEDLY TO
 HZ2020'REMOVE THE STATION MARK DISK AND REFERENCE MARK NO. 1 DISK.  THEY
 HZ2020'ARE MUTILATED AND UNREADABLE AT THIS TIME BUT ARE SOLIDLY IN PLACE.
 HZ2020'THE OUTER PORTION OF THE DISK OF REFERENCE MARK NO. 2 HAS BEEN TORN
 HZ2020'OFF BY VANDALS, LEAVING ONLY THE STEM AND THE PART OF THE ARROW
 HZ2020'WHICH HAS THE CROSS.  IT IS STILL USABLE AS A REFERENCE MARK.
 HZ2020'
 HZ2020'THE AZIMUTH WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2700 ***********************************************************************
 GZ2700  DESIGNATION -  BUTTON
 GZ2700  PID         -  GZ2700
 GZ2700  STATE/COUNTY-  KY/CASEY
 GZ2700  USGS QUAD   -  BRADFORDSVILLE NE (1987)
 GZ2700
 GZ2700                         *CURRENT SURVEY CONTROL
 GZ2700  ___________________________________________________________________
 GZ2700* NAD 83(1993)-  37 24 53.89131(N)    085 01 45.63225(W)     ADJUSTED  
 GZ2700* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 GZ2700  ___________________________________________________________________
 GZ2700  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 GZ2700  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GZ2700
 GZ2700  HORZ ORDER  -  SECOND
 GZ2700
 GZ2700.The horizontal coordinates were established by classical geodetic methods
 GZ2700.and adjusted by the National Geodetic Survey in December 1995..
 GZ2700
 GZ2700.The orthometric height was scaled from a topographic map.
 GZ2700
 GZ2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2700
 GZ2700.The geoid height was determined by GEOID03.
 GZ2700
 GZ2700;                    North         East     Units Scale Factor Converg.
 GZ2700;SPC KY1Z     - 1,120,289.786 1,563,792.025   MT  0.99993717   +0 26 32.8
 GZ2700;SPC KY1Z     - 3,675,484.07  5,130,541.00   sFT  0.99993717   +0 26 32.8
 GZ2700;SPC KY S     -   620,277.287   563,792.629   MT  0.99994639   +0 26 13.4
 GZ2700;SPC KY S     - 2,035,026.40  1,849,709.65   sFT  0.99994639   +0 26 13.4
 GZ2700;UTM  16      - 4,142,730.535   674,392.992   MT  0.99997463   +1 11 51.5
 GZ2700
 GZ2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2700!SPC KY1Z     -   0.99994123  x   0.99993717  =   0.99987840
 GZ2700!SPC KY S     -   0.99994123  x   0.99994639  =   0.99988762
 GZ2700!UTM  16      -   0.99994123  x   0.99997463  =   0.99991586
 GZ2700
 GZ2700:                Primary Azimuth Mark                     Grid Az
 GZ2700:SPC KY1Z     -  BUTTON AZ MK                             222 16 48.7
 GZ2700:SPC KY S     -  BUTTON AZ MK                             222 17 08.1
 GZ2700:UTM  16      -  BUTTON AZ MK                             221 31 30.0
 GZ2700
 GZ2700|---------------------------------------------------------------------|
 GZ2700| PID    Reference Object                     Distance      Geod. Az  |
 GZ2700|                                                           dddmmss.s |
 GZ2700| CG7335 BUTTON AZ MK                                       2224321.5 |
 GZ2700| CG7336 BUTTON RM 1                                        23239     |
 GZ2700| CG7337 BUTTON RM 2                                        32802     |
 GZ2700|---------------------------------------------------------------------|
 GZ2700
 GZ2700                          SUPERSEDED SURVEY CONTROL
 GZ2700
 GZ2700  NAD 83(1986)-  37 24 53.90044(N)    085 01 45.64080(W) AD(       ) 2
 GZ2700  NAD 27      -  37 24 53.64600(N)    085 01 45.79500(W) AD(       ) 2
 GZ2700
 GZ2700.Superseded values are not recommended for survey control.
 GZ2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2700.See file dsdata.txt to determine how the superseded data were derived.
 GZ2700
 GZ2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG7439342731(NAD 83)
 GZ2700_MARKER: DS = TRIANGULATION STATION DISK
 GZ2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2700
 GZ2700  HISTORY     - Date     Condition        Report By
 GZ2700  HISTORY     - 1951     MONUMENTED       CGS
 GZ2700
 GZ2700                          STATION DESCRIPTION
 GZ2700
 GZ2700'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2700'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF BRADFORDSVILLE AND 8
 GZ2700'MILES NORTHWEST OF LIBERTY ON THE HIGHEST POINT OF A PROMINENT KNOB
 GZ2700'LOCALLY KNOWN AS BUTTON KNOB AND ON LAND OWNED BY MR. THOMAS SREVE.
 GZ2700'IT IS 10 FEET EAST OF THE CENTER OF TRACK ROAD, 5 FEET EAST OF
 GZ2700'FENCE LINE AND 5 FEET NORTHWEST OF A WHITE WITNESS POST. THE MARK
 GZ2700'PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED BUTTON 1951.
 GZ2700'
 GZ2700'REFERENCE MARK NO. 1 IS SET IN A SMALL CLEARING ON THE SOUTHWEST
 GZ2700'SLOPE OF THE KNOB AND ABOUT 8 FEET LOWER IN ELEVATION THAN THE
 GZ2700'STATION MARK. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED
 GZ2700'BUTTON NO 1 1951.
 GZ2700'
 GZ2700'REFERENCE MARK NO. 2 IS SET ON THE NORTHWEST SLOPE OF THE KNOB 10
 GZ2700'FEET WEST OF THE CENTER OF TRACK ROAD AND ABOUT 6 FEET LOWER IN
 GZ2700'ELEVATION THAN STATION MARK. THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GZ2700'DISK STAMPED BUTTON NO 2 1951.
 GZ2700'
 GZ2700'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF DIRT ROAD, 5 FEET
 GZ2700'EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF THE NORTHEAST
 GZ2700'CORNER OF A LARGE TOBACCO BARN. THE MARK PROJECTS ABOUT 4 INCHES AND
 GZ2700'THE DISK STAMPED BUTTON 1951.
 GZ2700'
 GZ2700'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND 49 AT
 GZ2700'THE TRAFFIC LIGHT AT THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE
 GZ2700'IN LIBERTY, GO NORTH ON HIGHWAY 35 AND 49 FOR 0.15 MILE TO WHERE
 GZ2700'HIGHWAY 35 TURNS RIGHT AND HIGHWAY 49 TURNS LEFT, TURN LEFT AND
 GZ2700'FOLLOW HIGHWAY 49 NORTHWEST FOR 7.5 MILES TO CHURCH ON THE RIGHT
 GZ2700'(ATWOOD CHAPEL) CONTINUE NORTHWEST ON HIGHWAY FOR 1.1 MILES TO
 GZ2700'T-ROAD LEFT AT TWO FRAME STORE BUILDINGS ONE ON THE RIGHT AND ANOTHER
 GZ2700'ON THE LEFT, TURN LEFT AND FOLLOW GRAVELED ROAD WEST FOR 1.35 MILES
 GZ2700'TO FORKS OF THREE ROADS, TURN RIGHT ON THE EXTREME RIGHT HAND
 GZ2700'ROAD AND GO NORTH FOR 1.15 MILES TO TRACK ROAD RIGHT AT THE FOOT OF
 GZ2700'KNOB, * TURN RIGHT ON TRACK ROAD AND GO NORTHEAST FOR 0.2 MILE TO
 GZ2700'TRACK ROAD RIGHT LEADING UP HILL ON THE WEST SIDE OF FENCE LINE, TURN
 GZ2700'SHARP RIGHT AND FOLLOW FENCE LINE UP HILL FOR 0.15 MILE TO TOP OF
 GZ2700'KNOB AND STATION ON THE LEFT AS DESCRIBED.
 GZ2700'
 GZ2700'* TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHWEST ON
 GZ2700'DIRT ROAD FOR 0.5 MILE TO LARGE TOBACCO BARN ON THE LEFT AND MARK
 GZ2700'AS DESCRIBED.
 GZ2700'
 GZ2700'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1353 ***********************************************************************
 HA1353  DESIGNATION -  BUZZARD
 HA1353  PID         -  HA1353
 HA1353  STATE/COUNTY-  KY/GRAYSON
 HA1353  USGS QUAD   -  MILLERSTOWN (1993)
 HA1353
 HA1353                         *CURRENT SURVEY CONTROL
 HA1353  ___________________________________________________________________
 HA1353* NAD 83(1993)-  37 25 19.79210(N)    086 06 23.32613(W)     ADJUSTED  
 HA1353* NAVD 88     -       292.8    (meters)     961.     (feet)  VERTCON   
 HA1353  ___________________________________________________________________
 HA1353  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 HA1353  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HA1353
 HA1353  HORZ ORDER  -  FIRST
 HA1353
 HA1353.The horizontal coordinates were established by classical geodetic methods
 HA1353.and adjusted by the National Geodetic Survey in December 1995..
 HA1353
 HA1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1353
 HA1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1353
 HA1353.The geoid height was determined by GEOID03.
 HA1353
 HA1353;                    North         East     Units Scale Factor Converg.
 HA1353;SPC KY1Z     - 1,120,902.191 1,468,447.544   MT  0.99993618   -0 13 07.9
 HA1353;SPC KY1Z     - 3,677,493.27  4,817,731.65   sFT  0.99993618   -0 13 07.9
 HA1353;SPC KY S     -   620,891.970   468,447.214   MT  0.99994658   -0 12 58.3
 HA1353;SPC KY S     - 2,037,043.07  1,536,897.23   sFT  0.99994658   -0 12 58.3
 HA1353;UTM  16      - 4,142,080.758   579,061.098   MT  0.99967699   +0 32 34.8
 HA1353
 HA1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1353!SPC KY1Z     -   0.99995903  x   0.99993618  =   0.99989521
 HA1353!SPC KY S     -   0.99995903  x   0.99994658  =   0.99990561
 HA1353!UTM  16      -   0.99995903  x   0.99967699  =   0.99963604
 HA1353
 HA1353:                Primary Azimuth Mark                     Grid Az
 HA1353:SPC KY1Z     -  CASH                                     009 12 15.4
 HA1353:SPC KY S     -  CASH                                     009 12 05.8
 HA1353:UTM  16      -  CASH                                     008 26 32.7
 HA1353
 HA1353|---------------------------------------------------------------------|
 HA1353| PID    Reference Object                     Distance      Geod. Az  |
 HA1353|                                                           dddmmss.s |
 HA1353| HA1318 CASH                                APPROX.14.6 KM 0085907.5 |
 HA1353| HA1352 AIRWAY BEACON 74                    APPROX. 7.9 KM 0813742.8 |
 HA1353| CG7339 BUZZARD RM 1                         20.972 METERS 09354     |
 HA1353| HA1356 AIRWAY BEACON 73                    APPROX.14.4 KM 1644821.4 |
 HA1353| CG7338 BUZZARD AZ MK                                      1742250.4 |
 HA1353| CG7340 BUZZARD RM 2                         35.354 METERS 35015     |
 HA1353|---------------------------------------------------------------------|
 HA1353
 HA1353                          SUPERSEDED SURVEY CONTROL
 HA1353
 HA1353  NAD 83(1986)-  37 25 19.80005(N)    086 06 23.33312(W) AD(       ) 1
 HA1353  NAD 27      -  37 25 19.60200(N)    086 06 23.44000(W) AD(       ) 1
 HA1353  NGVD 29 (07/19/86)  292.9    (m)          961.     (f) VERT ANG       
 HA1353
 HA1353.Superseded values are not recommended for survey control.
 HA1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1353.See file dsdata.txt to determine how the superseded data were derived.
 HA1353
 HA1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7906142081(NAD 83)
 HA1353_MARKER: DS = TRIANGULATION STATION DISK
 HA1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1353_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1353
 HA1353  HISTORY     - Date     Condition        Report By
 HA1353  HISTORY     - 1933     MONUMENTED       CGS
 HA1353  HISTORY     - 1950     GOOD             CGS
 HA1353  HISTORY     - 1952     GOOD             CGS
 HA1353  HISTORY     - 1970     GOOD             NGS
 HA1353
 HA1353                          STATION DESCRIPTION
 HA1353
 HA1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HA1353'THIS STATION IS ABOUT 3-1/2 MILES (AIRLINE) WEST-SOUTHWEST OF
 HA1353'MILLERSTOWN, ABOUT 8 MILES (AIRLINE) EAST-SOUTHEAST OF CLARKSON,
 HA1353'ABOUT 1-1/2 MILES SOUTHWEST BY SOUTH OF THE ROYAL STORE, ON LAND
 HA1353'OWNED AND OCCUPIED BY GROVER FRANKLIN, ABOUT 1/4 MILE SOUTH OF HIS
 HA1353'HOUSE, ON THE SOUTHWEST OF TWO EQUALLY HIGH POINTS OF GROUND, ON A
 HA1353'RIDGE LOCALLY KNOWN AS BUZZARD ROOST. THE MARK IS AMONG SASSAFRAS
 HA1353'SPROUTS ON THE SECOND KNOLL GOING TO THE FRANKLIN HOUSE BY WAY OF THE
 HA1353'DESCRIPTION.  IT IS 60 FEET WEST OF RIDGE ROAD, ABOUT 100 YARDS
 HA1353'NORTH OF STRIP OF WOODS AND ABOUT 50 FEET EAST-NORTHEAST OF A ROCK
 HA1353'FIREPLACE USED FOR SYRUP MAKING, AND PROJECTS 2 INCHES.
 HA1353'
 HA1353'TO REACH THE STATION FROM UPTON GO WEST ON MILLERSTOWN ROAD BETWEEN A
 HA1353'CHURCH AND AN AETNA FILLING STATION FOR 1.2 MILES TO FORK. TAKE LEFT
 HA1353'FORK AND GO 2.9 MILES TO CORDERS STORE. KEEP STRAIGHT FOR 2.6 MILES
 HA1353'TO CASH POST OFFICE. HERE CONTINUE STRAIGHT AHEAD ON MAIN
 HA1353'ROAD 2.9 MILES TO MILLERSTOWN. AT MILLERSTOWN TAKE A LEFT AT
 HA1353'CROSSROADS AND GO 0.15 MILE TO FORK, HERE TAKE RIGHT FORK AND GO
 HA1353'3.4 MILES ON MAIN TRAVELED ROAD TO THREE ROAD INTERSECTION AND AN OLD
 HA1353'STORE BUILDING. HERE TURN RIGHT AROUND STORE AND FOLLOW MAIN
 HA1353'TRAVELED ROAD (VERY CROOKED) FOR 1.3 MILES TO A WOOD ROAD,
 HA1353'SHARP TO THE RIGHT AROUND A STUMP OF A TREE WHICH IS IN THE MAIN
 HA1353'ROAD. TAKE WOOD ROAD TO RIGHT ON THE NORTH SIDE OF RAIL FENCE
 HA1353'AND BEAR TO THE LEFT AROUND WOODS TO TOP OF FIRST KNOLL, THEN TAKE
 HA1353'RIGHT ALONG RIDGE TO STATION. IT IS 0.8 MILE FROM THE STUMP IN THE
 HA1353'MAIN ROAD TO THE STATION. ALL ROADS ARE VERY BAD AND IMPASSABLE IN
 HA1353'WET WEATHER.
 HA1353'
 HA1353'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HA1353'DISKS SET IN CONCRETE.
 HA1353'
 HA1353'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 10 FEET EAST OF THE
 HA1353'RIDGE ROAD, 10 FEET SOUTH-SOUTHWEST OF A BUNCH OF SASSAFRAS,
 HA1353'AND PROJECTS 3 INCHES. REFERENCE MARK NO. 2 IS NORTH OF THE STATION,
 HA1353'100 FEET SOUTH OF A RAIL FENCE, 75 FEET WEST OF TOP OF RIDGE, AND
 HA1353'PROJECTS 3 INCHES.
 HA1353'
 HA1353'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 0.45 MILE BY RIDGE
 HA1353'ROAD FROM THE STATION, 20 YARDS SOUTH OF RIDGE ROAD.  ABOUT 35 YARDS
 HA1353'WEST OF SECOND FORK, AND PROJECTS 8 INCHES.
 HA1353
 HA1353                          STATION RECOVERY (1950)
 HA1353
 HA1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1353'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HA1353'CONDITION. THE DISTANCE TO REFERENCE MARK NO. 1 FAILED TO CHECK.
 HA1353'THE DISTANCE TO THE AZIMUTH MARK FAILED TO CHECK. THE OLD DESCRIPTION
 HA1353'IS ADEQUATE. A NEW TO REACH THE STATION FOLLOWS.
 HA1353'
 HA1353'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 62 AND
 HA1353'STATE HIGHWAY NO. 224 IN CLARKSON, GO SOUTHEAST ON STATE HIGHWAY
 HA1353'NO. 224 FOR 11.5 MILES TO A T-ROAD INTERSECTION IN MILLERSTOWN, TURN
 HA1353'RIGHT AND GO ON GRAVEL ROAD FOR 3.3 MILES TO A T-ROAD RIGHT, TURN
 HA1353'RIGHT AND GO 0.8 MILE TO A CHURCH, THIS IS END OF TRUCK TRAVEL WITH A
 HA1353'LIGHT TRUCK IN WET WEATHER, CONTINUE ON DIRT WOODS ROAD FOR 0.5
 HA1353'MILE TO WHERE ROAD FORKS, TAKE THE RIGHT ROAD AND GO 0.5 MILE TO THE
 HA1353'AZIMUTH MARK ON THE RIGHT, CONTINUE ACROSS TOP OF RIDGE FOR 0.2
 HA1353'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 HA1353'
 HA1353'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HA1353
 HA1353                          STATION RECOVERY (1952)
 HA1353
 HA1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1353'STATION WAS RECOVERED AS DESCRIBED IN THE 1950 DESCRIPTION. THIS
 HA1353'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS.  A WHITE
 HA1353'WITNESS POST WAS SET 2 FEET NORTH OF THE STATION MARK AND A WHITE
 HA1353'WITNESS POST SET 1 FOOT SOUTHEAST OF THE AZIMUTH MARK.
 HA1353'
 HA1353'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 224 AND 479
 HA1353'IN MILLERSTOWN, GO SOUTHWEST ON HIGHWAY 479 FOR 3.5 MILES TO A T
 HA1353'ROAD RIGHT, JUST AFTER PASSING OVER A CONCRETE BRIDGE, TURN RIGHT AND
 HA1353'GO WEST ON DIRT ROAD FOR 0.8 MILE TO A CHURCH. THIS IS THE END
 HA1353'OF TRUCK TRAVEL. FROM HERE CONTINUE AS PER 1950 DESCRIPTION.
 HA1353'
 HA1353'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS
 HA1353
 HA1353                          STATION RECOVERY (1970)
 HA1353
 HA1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HA1353'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 HA1353'RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED IN 1952.  THE
 HA1353'DISTANCE TO REFERENCE MARK 1 AND THE DIRECTIONS TO ALL MARKS
 HA1353'COMPARE FAVORABLE TO THE 1952 DATA.  A DIFFERENCE OF 0.018 METER TO
 HA1353'REFERENCE MARK 2 WAS NOTED AND VERIFIED IN THE FIELD.  A
 HA1353'MEASUREMENT BETWEEN REFERENCE MARKS WAS NOT MADE DUE TO THE CREST
 HA1353'OF THE RIDGE BETWEEN THE MARKS.
 HA1353'
 HA1353'THE FOLLOWING IS A COMPLETE AND NEW DESCRIPTION.
 HA1353'
 HA1353'THE STATION IS LOCATED 3-1/2 MILES SOUTHWEST OF MILLERSTOWN, 8
 HA1353'MILES SOUTHEAST OF CLARKSON, LOCATED IN A CLEARING ON A RIDGE
 HA1353'LOCALLY KNOWN AS BUZZARDS ROOST, WHICH IS HIGHER TO THE NORTHEAST.
 HA1353'IT IS ON PROPERTY OWNED BY JESSE WRIGHT OF 8314 ARMANDO CT.
 HA1353'LOUISVILLE, KENTUCKY, PHONE NUMBER 502-969-0715.
 HA1353'
 HA1353'TO REACH THE STATION FROM THE POST OFFICE IN UPTON GO SOUTH ON
 HA1353'U.S. HIGHWAY 31W FOR ABOUT 100 FEET TO THE JUNCTION OF STATE HIGHWAY
 HA1353'224.  TURN RIGHT AND GO WEST ON HIGHWAY 224 FOR 9.15 MILES TO A
 HA1353'T-INTERSECTION.  CONTINUE WESTERLY ON HIGHWAY 224 FOR 0.5 MILE TO
 HA1353'MILLERSTOWN AND THE JUNCTION OF STATE HIGHWAYS 479 AND 224.  GO
 HA1353'SOUTHWEST ON HIGHWAY 479 FOR 3.5 MILES TO A SIDE ROAD ON THE
 HA1353'RIGHT.  TURN RIGHT AND GO NORTH AND WEST ON A PAVED ROAD FOR 0.8
 HA1353'MILE TO A SIDE ROAD ON THE LEFT AT A CHURCH, CEMETARY AND THE END
 HA1353'OF THE PAVED ROAD.  TURN LEFT AND GO NORTHWEST ON A DIRT ROAD FOR
 HA1353'0.55 MILE TO A 3 WAY INTERSECTION OF TRACK ROADS.  TAKE THE LEFT
 HA1353'ROAD AND GO NORTHWEST FOR 0.1 MILE TO A FORK AND A TRIANGLE
 HA1353'BLAZED 8-INCH OAK TREE ON THE LEFT.  TAKE THE LEFT FORK AND GO
 HA1353'NORTHWESTERLY ON A DIM TRACK ROAD UP A BUSHY RIDGE AND
 HA1353'ACCROSS A CLEARING OF RECENTLY PLANTED YOUNG PINE TREES FOR 0.35 MILE
 HA1353'TO THE AZIMUTH MARK ON THE RIGHT AT THE NORTH EDGE OF THE
 HA1353'CLEARING.  CONTINUE NORTH ON THE TRACK ROAD ALONG CREST OF RIDGE
 HA1353'OT TOP OF HILL AND THE STATION ON THE LEFT IN A CLEARING.
 HA1353'
 HA1353'THE STATION MARK IS A STANDARD DISK STAMPED BUZZARD 1933, SET IN
 HA1353'THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT WHICH PROJECTS 5
 HA1353'INCHES ABOVE THE GROUND SURFACE.  IT IS 49 FEET WEST OF THE CENTER
 HA1353'OF THE TRACK ROAD AND 4.4 FEET SOUTH OF A METAL WITNESS POST WITH
 HA1353'SIGN.
 HA1353'
 HA1353'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BUZZARD NO 1 1933, SET
 HA1353'IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT WHICH PROJECTS
 HA1353'3-INCHES.  IT IS 66 FEET EAST OF THE WITNESS POST, 20 FEET EAST OF
 HA1353'THE CENTER OF THE TRACK ROAD AND ABOUT 3 FEET LOWER THAN THE STATION.
 HA1353'
 HA1353'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BUZZARD NO 2 1933, SET
 HA1353'IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT WHICH PROJECTS
 HA1353'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 113.5 FEET NORTH OF THE
 HA1353'WITNESS POST, 99 FEET WEST OF THE CENTER OF THE TRACK ROAD AND
 HA1353'ABOUT THE SAME ELEVATION AS THE STATION.
 HA1353'
 HA1353'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BUZZARD
 HA1353'AZIMUTH 1933, SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT
 HA1353'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 9 FEET
 HA1353'EAST OF THE CENTER OF THE TRACK ROAD AND 1.1 FEET NORTH OF A METAL
 HA1353'WITNESS POST WITH SIGN ATTACHED.
 HA1353'
 HA1353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 HA1353'SOUTHWEST OF MILLERSTOWN.
 HA1353'
 HA1353'HEIGHT OF LIGHT ABOVE STATION MARK 72.74 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2787 ***********************************************************************
 GZ2787  DESIGNATION -  BUZZARDS ROOST
 GZ2787  PID         -  GZ2787
 GZ2787  STATE/COUNTY-  KY/LARUE
 GZ2787  USGS QUAD   -  NEW HAVEN (1987)
 GZ2787
 GZ2787                         *CURRENT SURVEY CONTROL
 GZ2787  ___________________________________________________________________
 GZ2787* NAD 83(1993)-  37 39 29.82758(N)    085 36 56.42687(W)     ADJUSTED  
 GZ2787* NAVD 88     -                                                        
 GZ2787  ___________________________________________________________________
 GZ2787  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 GZ2787  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GZ2787
 GZ2787  HORZ ORDER  -  THIRD
 GZ2787
 GZ2787.The horizontal coordinates were established by classical geodetic methods
 GZ2787.and adjusted by the National Geodetic Survey in December 1995..
 GZ2787
 GZ2787
 GZ2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2787
 GZ2787.The geoid height was determined by GEOID03.
 GZ2787
 GZ2787;                    North         East     Units Scale Factor Converg.
 GZ2787;SPC KY1Z     - 1,147,054.978 1,511,851.661   MT  0.99991215   +0 04 56.9
 GZ2787;SPC KY1Z     - 3,763,296.21  4,960,133.32   sFT  0.99991215   +0 04 56.9
 GZ2787;SPC KY S     -   647,046.169   511,852.245   MT  0.99996136   +0 04 53.3
 GZ2787;SPC KY S     - 2,122,850.64  1,679,301.91   sFT  0.99996136   +0 04 53.3
 GZ2787;UTM  16      - 4,168,803.490   622,104.953   MT  0.99978365   +0 50 45.1
 GZ2787
 GZ2787                          SUPERSEDED SURVEY CONTROL
 GZ2787
 GZ2787  NAD 83(1986)-  37 39 29.83551(N)    085 36 56.43505(W) AD(       ) 4
 GZ2787  NAD 27      -  37 39 29.62000(N)    085 36 56.58000(W) AD(       ) 3
 GZ2787
 GZ2787.Superseded values are not recommended for survey control.
 GZ2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2787.See file dsdata.txt to determine how the superseded data were derived.
 GZ2787
 GZ2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG2210568803(NAD 83)
 GZ2787_MARKER: Z = SEE DESCRIPTION
 GZ2787_SETTING: 0 = UNSPECIFIED SETTING
 GZ2787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2787
 GZ2787  HISTORY     - Date     Condition        Report By
 GZ2787  HISTORY     - 1883     MONUMENTED       CGS
 GZ2787
 GZ2787                          STATION DESCRIPTION
 GZ2787
 GZ2787'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (JFP)
 GZ2787'ON THE TOP OF A ROCKY POINT OF MULDAUGHS HILLS, KNOWN LOCALLY AS
 GZ2787'BUZZARD ROOST, NEARLY OPPOSITE AND OVERLOOKING THE TOWN OF NEW
 GZ2787'HAVEN. THE STATION IS A POLE IN THE TOP OF AN OAK TREE MARKED WITH A
 GZ2787'TRIANGULAR BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC6055 ***********************************************************************
 AC6055  SACS        -  This is a Secondary Airport Control Station.
 AC6055  DESIGNATION -  BWG A
 AC6055  PID         -  AC6055
 AC6055  STATE/COUNTY-  KY/WARREN
 AC6055  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 AC6055
 AC6055                         *CURRENT SURVEY CONTROL
 AC6055  ___________________________________________________________________
 AC6055* NAD 83(1993)-  36 58 39.11588(N)    086 24 43.85884(W)     ADJUSTED  
 AC6055* NAVD 88     -       161.89   (meters)     531.1    (feet)  GPS OBS   
 AC6055  ___________________________________________________________________
 AC6055  X           -     319,249.374 (meters)                     COMP
 AC6055  Y           -  -5,091,599.531 (meters)                     COMP
 AC6055  Z           -   3,815,480.642 (meters)                     COMP
 AC6055  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AC6055  ELLIP HEIGHT-         131.52  (meters)          (01/09/97) GPS OBS
 AC6055  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 AC6055
 AC6055  HORZ ORDER  -  FIRST
 AC6055  ELLP ORDER  -  FOURTH    CLASS I
 AC6055
 AC6055.This mark is at Bowling Green-Warren Co Reg Airport (BWG)
 AC6055
 AC6055.The horizontal coordinates were established by GPS observations
 AC6055.and adjusted by the National Geodetic Survey in January 1997..
 AC6055
 AC6055.The orthometric height was determined by GPS observations and a
 AC6055.high-resolution geoid model.
 AC6055
 AC6055.GPS derived orthometric heights for airport stations designated as
 AC6055.PACS or SACS are published to 2 decimal places.  This maintains
 AC6055.centimeter relative accuracy between the PACS and SACS.  It does
 AC6055.not indicate centimeter accuracy relative to other marks which are
 AC6055.part of the NAVD 88 network.
 AC6055
 AC6055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6055
 AC6055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6055
 AC6055.The ellipsoidal height was determined by GPS observations
 AC6055.and is referenced to NAD 83.
 AC6055
 AC6055.The geoid height was determined by GEOID03.
 AC6055
 AC6055;                    North         East     Units Scale Factor Converg.
 AC6055;SPC KY1Z     - 1,071,706.354 1,441,039.548   MT  1.00002700   -0 24 23.6
 AC6055;SPC KY1Z     - 3,516,089.93  4,727,810.58   sFT  1.00002700   -0 24 23.6
 AC6055;SPC KY S     -   571,695.584   441,043.212   MT  0.99996466   -0 24 05.7
 AC6055;SPC KY S     - 1,875,637.93  1,446,989.27   sFT  0.99996466   -0 24 05.7
 AC6055;UTM  16      - 4,092,541.376   552,317.285   MT  0.99963372   +0 21 12.9
 AC6055
 AC6055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6055!SPC KY1Z     -   0.99997936  x   1.00002700  =   1.00000636
 AC6055!SPC KY S     -   0.99997936  x   0.99996466  =   0.99994402
 AC6055!UTM  16      -   0.99997936  x   0.99963372  =   0.99961309
 AC6055
 AC6055                          SUPERSEDED SURVEY CONTROL
 AC6055
 AC6055.No superseded survey control is available for this station.
 AC6055
 AC6055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5231792541(NAD 83)
 AC6055_MARKER: DD = SURVEY DISK
 AC6055_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6055_STAMPING: BWG A 1995
 AC6055_MARK LOGO: NGS   
 AC6055_PROJECTION: FLUSH
 AC6055_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6055+STABILITY: SURFACE MOTION
 AC6055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6055+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1996
 AC6055_ROD/PIPE-DEPTH: 3    meters
 AC6055
 AC6055  HISTORY     - Date     Condition        Report By
 AC6055  HISTORY     - 1995     MONUMENTED       LOWE
 AC6055  HISTORY     - 19960807 GOOD             NGS
 AC6055
 AC6055                          STATION DESCRIPTION
 AC6055
 AC6055'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC6055'STATION IS LOCATED IN BOWLING GREEN, AT THE BOWLING GREEN-WARREN
 AC6055'COUNTY AIRPORT.  TELEPHONE NUMBER 502-842-1101.  TO REACH STATION FROM
 AC6055'THE JUNCTION OF INTERSTATE 65 AND U.S.  HIGHWAY 231 (EXIT 22) IN
 AC6055'SOUTHWEST BOWLING GREEN, GO NORTH ON U.S.  HIGHWAY 231 3.4 KM (2.10
 AC6055'MI) TO A PAVED ROAD RIGHT.  TURN RIGHT ON WOODHURST STREET AND GO
 AC6055'SOUTHEAST 0.6 KM (0.35 MI) TO AIRPORT OFFICE ON THE LEFT AND GATE
 AC6055'AHEAD.  PASS THROUGH GATE AND GO EAST ACROSS RAMP 0.3 KM (0.20 MI) TO
 AC6055'INTERSECTION OF RAMP A AND TAXIWAY A.  TURN LEFT AND GO NORTHWEST 1.0
 AC6055'KM (0.60 MI) TO VOR BUILDING AND STATION ON THE RIGHT.  THE STATION IS
 AC6055'THE CENTER OF A 5CM SURVEY DISK SET INTO THE TOP OF A 1 METER (3.3 FT)
 AC6055'LONG FENO PIPE, RECESSED 8CM BELOW GROUND LEVEL AND ENCASED IN A 16CM
 AC6055'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND
 AC6055'CONCRETE ARE SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS
 AC6055'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS 44.19 METERS
 AC6055'(144.98 FT) NORTHEAST FROM THE NORTHWEST CORNER OF THE APPROACH LIGHTS
 AC6055'FOR RUNWAY 21.  31.39 METERS (102.99 FT) SOUTHEAST FROM THE SOUTHWEST
 AC6055'CORNER OF THE VOR BUILDING. 27.4 METERS (89.9 FT) SOUTHEAST FROM THE
 AC6055'SOUTHEAST CORNER OF THE ASPHALT DRIVE TO THE VOR BUILDING.  9.1 METERS
 AC6055'(29.9 FT) SOUTHWEST FROM THE CENTERLINE OF A GRAVEL PATH FROM THE VOR
 AC6055'BUILDING TO THE APPROACH LIGHTS.  THIS STATION IS A SECONDARY AIRPORT
 AC6055'CONTROL STATION.
 AC6055
 AC6055                          STATION RECOVERY (1996)
 AC6055
 AC6055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AC6055'STATION IS LOCATED IN BOWLING GREEN, AT THE BOWLING GREEN-WARREN
 AC6055'COUNTY AIRPORT.  TELEPHONE NUMBER 502-842-1101.  TO REACH STATION FROM
 AC6055'THE JUNCTION OF INTERSTATE 65 AND U.S.  HIGHWAY 231 (EXIT 22) IN
 AC6055'SOUTHWEST BOWLING GREEN, GO NORTH ON U.S.  HIGHWAY 231 3.4 KM (2.10
 AC6055'MI) TO A PAVED ROAD RIGHT.  TURN RIGHT ON WOODHURST STREET AND GO
 AC6055'SOUTHEAST 0.6 KM (0.35 MI) TO AIRPORT OFFICE ON THE LEFT AND GATE
 AC6055'AHEAD.  PASS THROUGH GATE AND GO EAST ACROSS RAMP 0.3 KM (0.20 MI) TO
 AC6055'INTERSECTION OF RAMP A AND TAXIWAY A.  TURN LEFT AND GO NORTHWEST 1.0
 AC6055'KM (0.60 MI) TO LOCALIZER BUILDING AND STATION ON THE RIGHT.  THE
 AC6055'STATION IS THE CENTER OF A 5CM SURVEY DISK SET INTO THE TOP OF A 1
 AC6055'METER (3.3 FT) LONG FENO PIPE, RECESSED 8CM BELOW GROUND LEVEL AND
 AC6055'ENCASED IN A 16CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE. THE
 AC6055'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.  THE STATION IS
 AC6055'44.19 METERS (144.98 FT) NORTHEAST FROM THE NORTHWEST CORNER OF THE
 AC6055'LOCALIZER FOR RUNWAY 03.  31.39 METERS (102.99 FT) SOUTHEAST FROM THE
 AC6055'SOUTHWEST CORNER OF THE LOCALIZER BUILDING.  27.4 METERS (89.9 FT)
 AC6055'SOUTHEAST FROM THE SOUTHEAST CORNER OF THE ASPHALT DRIVE TO THE
 AC6055'LOCALIZER BUILDING.  9.1 METERS (29.9 FT) SOUTHWEST FROM THE
 AC6055'CENTERLINE OF A GRAVEL PATH FROM THE LOCALIZER BUILDING TO THE
 AC6055'LOCALIZER LIGHTS.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 AC6055'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0892 ***********************************************************************
 HY0892  DESIGNATION -  C 10
 HY0892  PID         -  HY0892
 HY0892  STATE/COUNTY-  KY/CARTER
 HY0892  USGS QUAD   -  GRAYSON (1978)
 HY0892
 HY0892                         *CURRENT SURVEY CONTROL
 HY0892  ___________________________________________________________________
 HY0892* NAD 83(1986)-  38 17 20.     (N)    082 56 42.     (W)     SCALED    
 HY0892* NAVD 88     -       188.990  (meters)     620.04   (feet)  ADJUSTED  
 HY0892  ___________________________________________________________________
 HY0892  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HY0892  DYNAMIC HT  -         188.864 (meters)     619.63  (feet)  COMP
 HY0892  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 HY0892
 HY0892  VERT ORDER  -  FIRST     CLASS II
 HY0892
 HY0892.The horizontal coordinates were scaled from a topographic map and have
 HY0892.an estimated accuracy of +/- 6 seconds.
 HY0892
 HY0892.The orthometric height was determined by differential leveling
 HY0892.and adjusted by the National Geodetic Survey in June 1991..
 HY0892
 HY0892.The geoid height was determined by GEOID03.
 HY0892
 HY0892.The dynamic height is computed by dividing the NAVD 88
 HY0892.geopotential number by the normal gravity value computed on the
 HY0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0892.degrees latitude (g = 980.6199 gals.).
 HY0892
 HY0892.The modeled gravity was interpolated from observed gravity values.
 HY0892
 HY0892;                    North         East    Units  Estimated Accuracy
 HY0892;SPC KY1Z     - 1,220,720.    1,745,350.      MT  (+/- 180 meters Scaled)
 HY0892
 HY0892                          SUPERSEDED SURVEY CONTROL
 HY0892
 HY0892  NGVD 29 (??/??/92)  189.16   (m)          620.6    (f) COMPUTED    1 2
 HY0892
 HY0892.Superseded values are not recommended for survey control.
 HY0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0892.See file dsdata.txt to determine how the superseded data were derived.
 HY0892
 HY0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC298396(NAD 83)
 HY0892_MARKER: DB = BENCH MARK DISK
 HY0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0892_STAMPING: 620.671 C10 1928
 HY0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0892+STABILITY: SURFACE MOTION
 HY0892
 HY0892  HISTORY     - Date     Condition        Report By
 HY0892  HISTORY     - 1928     MONUMENTED       CGS
 HY0892  HISTORY     - 1955     GOOD             NGS
 HY0892
 HY0892                          STATION DESCRIPTION
 HY0892
 HY0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0892'3.3 MI S FROM GRAYSON.
 HY0892'FROM THE JUNCTION OF U.S. ROUTE 60 AND STATE ROUTE 7 IN GRAYSON,
 HY0892'GO SOUTH ON ROUTE 7 FOR 0.55 MILE TO GRAVEL FORK LEFT, KEEP
 HY0892'LEFT AND FOLLOW GRAVEL ROAD SOUTH FOR 2.75 MILES TO POST IN
 HY0892'ROAD ABOUT 175 FEET BEFORE REACHING POINT WHERE ROAD CROSSES THE
 HY0892'CHESAPEAKE AND OHIO RAILROAD TRACKS.  NOTE-- THIS MARK WILL BE
 HY0892'REPLACED WITH NEW MARK.  (SEE C 10 RESET)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0893 ***********************************************************************
 HY0893  DESIGNATION -  C 10 RESET
 HY0893  PID         -  HY0893
 HY0893  STATE/COUNTY-  KY/CARTER
 HY0893  USGS QUAD   -  GRAYSON (1978)
 HY0893
 HY0893                         *CURRENT SURVEY CONTROL
 HY0893  ___________________________________________________________________
 HY0893* NAD 83(1986)-  38 17 20.     (N)    082 56 42.     (W)     SCALED    
 HY0893* NAVD 88     -       188.543  (meters)     618.58   (feet)  ADJUSTED  
 HY0893  ___________________________________________________________________
 HY0893  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HY0893  DYNAMIC HT  -         188.417 (meters)     618.16  (feet)  COMP
 HY0893  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 HY0893
 HY0893  VERT ORDER  -  FIRST     CLASS I
 HY0893
 HY0893.The horizontal coordinates were scaled from a topographic map and have
 HY0893.an estimated accuracy of +/- 6 seconds.
 HY0893
 HY0893.The orthometric height was determined by differential leveling
 HY0893.and adjusted by the National Geodetic Survey in June 1991..
 HY0893
 HY0893.The geoid height was determined by GEOID03.
 HY0893
 HY0893.The dynamic height is computed by dividing the NAVD 88
 HY0893.geopotential number by the normal gravity value computed on the
 HY0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0893.degrees latitude (g = 980.6199 gals.).
 HY0893
 HY0893.The modeled gravity was interpolated from observed gravity values.
 HY0893
 HY0893;                    North         East    Units  Estimated Accuracy
 HY0893;SPC KY1Z     - 1,220,720.    1,745,350.      MT  (+/- 180 meters Scaled)
 HY0893
 HY0893                          SUPERSEDED SURVEY CONTROL
 HY0893
 HY0893  NGVD 29 (??/??/92)  188.721  (m)          619.16   (f) ADJ UNCH    1 1
 HY0893
 HY0893.Superseded values are not recommended for survey control.
 HY0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0893.See file dsdata.txt to determine how the superseded data were derived.
 HY0893
 HY0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC298396(NAD 83)
 HY0893_MARKER: DB = BENCH MARK DISK
 HY0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0893_STAMPING: C 10 RESET 1955 619.221
 HY0893_MARK LOGO: CGS   
 HY0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0893+STABILITY: SURFACE MOTION
 HY0893
 HY0893  HISTORY     - Date     Condition        Report By
 HY0893  HISTORY     - 1955     MONUMENTED       CGS
 HY0893  HISTORY     - 1967     GOOD             CGS
 HY0893
 HY0893                          STATION DESCRIPTION
 HY0893
 HY0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0893'3.2 MI S FROM GRAYSON.
 HY0893'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION
 HY0893'OF U.S. HIGHWAY 60 AT GRAYSON, THENCE 2.6 MILES SOUTH ALONG A
 HY0893'BLACK TOPPED ROAD, ALSO ABOUT 2.0 MILES EAST ALONG THE
 HY0893'CHESAPAKE AND OHIO RAILWAY FROM THE CROSSING OF STATE HIGHWAY
 HY0893'7 AT LEON, ABOUT 5 1/4 RAILS WEST OF THE CROSSING OF THE
 HY0893'ROAD, 34.1 FEET NORTH OF THE NORTH RAIL, 31 FEET SOUTHWEST OF
 HY0893'THE CENTER LINE OF THE ROAD, 21 1/2 FEET WEST OF THE SOUTHWEST
 HY0893'END OF AN 18-INCH PIPE CULVERT UNDER THE ROAD, 1 FOOT WEST OF A
 HY0893'METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE ROAD AND
 HY0893'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 HY0893'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0696 ***********************************************************************
 GD0696  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0696  DESIGNATION -  C 118
 GD0696  PID         -  GD0696
 GD0696  STATE/COUNTY-  KY/FULTON
 GD0696  USGS QUAD   -  BONDURANT (1982)
 GD0696
 GD0696                         *CURRENT SURVEY CONTROL
 GD0696  ___________________________________________________________________
 GD0696* NAD 83(1993)-  36 32 36.82452(N)    089 20 07.90017(W)     ADJUSTED  
 GD0696* NAVD 88     -        88.12   (meters)     289.1    (feet)  GPS OBS   
 GD0696  ___________________________________________________________________
 GD0696  X           -      59,496.653 (meters)                     COMP
 GD0696  Y           -  -5,130,018.130 (meters)                     COMP
 GD0696  Z           -   3,776,854.977 (meters)                     COMP
 GD0696  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 GD0696  ELLIP HEIGHT-          59.84  (meters)          (05/31/05) GPS OBS
 GD0696  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD0696  DYNAMIC HT  -          88.05  (meters)     288.9   (feet)  COMP
 GD0696  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 GD0696
 GD0696  HORZ ORDER  -  FIRST
 GD0696  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD0696  ELLP ORDER  -  FOURTH    CLASS II
 GD0696
 GD0696.The horizontal coordinates were established by GPS observations
 GD0696.and adjusted by the National Geodetic Survey in May 2005..
 GD0696
 GD0696.The orthometric height was determined by GPS observations and a
 GD0696.high-resolution geoid model using precise GPS observation and
 GD0696.processing techniques. It supersedes the leveled height previously
 GD0696.determined for this station.
 GD0696.WARNING-Repeat measurements at this control monument indicate possible
 GD0696.vertical movement.
 GD0696.The vertical order pertains to the first NAVD 88 superseded value.
 GD0696
 GD0696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0696
 GD0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0696
 GD0696.The ellipsoidal height was determined by GPS observations
 GD0696.and is referenced to NAD 83.
 GD0696
 GD0696.The geoid height was determined by GEOID03.
 GD0696
 GD0696.The dynamic height is computed by dividing the NAVD 88
 GD0696.geopotential number by the normal gravity value computed on the
 GD0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0696.degrees latitude (g = 980.6199 gals.).
 GD0696
 GD0696.The modeled gravity was interpolated from observed gravity values.
 GD0696
 GD0696;                    North         East     Units Scale Factor Converg.
 GD0696;SPC KY1Z     - 1,029,501.479 1,178,972.168   MT  1.00017280   -2 12 04.9
 GD0696;SPC KY1Z     - 3,377,622.77  3,868,011.19   sFT  1.00017280   -2 12 04.9
 GD0696;SPC KY S     -   529,421.860   179,012.921   MT  1.00003986   -2 10 28.2
 GD0696;SPC KY S     - 1,736,944.89    587,311.56   sFT  1.00003986   -2 10 28.2
 GD0696;UTM  16      - 4,046,778.099   290,941.417   MT  1.00013850   -1 23 28.2
 GD0696
 GD0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0696!SPC KY1Z     -   0.99999061  x   1.00017280  =   1.00016341
 GD0696!SPC KY S     -   0.99999061  x   1.00003986  =   1.00003047
 GD0696!UTM  16      -   0.99999061  x   1.00013850  =   1.00012911
 GD0696
 GD0696                          SUPERSEDED SURVEY CONTROL
 GD0696
 GD0696  NAVD 88 (06/15/91)   88.058  (m)          288.90   (f) ADJUSTED    1 1
 GD0696  NGVD 29 (??/??/??)   87.994  (m)          288.69   (f) ADJUSTED    1 1
 GD0696
 GD0696.Superseded values are not recommended for survey control.
 GD0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0696.See file dsdata.txt to determine how the superseded data were derived.
 GD0696
 GD0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9094146778(NAD 83)
 GD0696_MARKER: DB = BENCH MARK DISK
 GD0696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0696_SP_SET: HEADWALL OF CULVERT
 GD0696_STAMPING: C 118 1938
 GD0696_MARK LOGO: CGS   
 GD0696_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0696+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GD0696
 GD0696  HISTORY     - Date     Condition        Report By
 GD0696  HISTORY     - 1938     MONUMENTED       CGS
 GD0696  HISTORY     - 1974     GOOD             NGS
 GD0696  HISTORY     - 20001220 GOOD             CGS
 GD0696  HISTORY     - 20001220 GOOD             USACE
 GD0696  HISTORY     - 20020810 GOOD             USACE
 GD0696  HISTORY     - 20030710 GOOD             EMCINC
 GD0696
 GD0696                          STATION DESCRIPTION
 GD0696
 GD0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0696'1.8 MI NE FROM MILLER.
 GD0696'ABOUT 1.80 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM ITS CROSSING
 GD0696'WITH ILLINOIS CENTRAL RAILROAD AT THE COMMUNITY OF MILLER, SET
 GD0696'HORIZONTALLY IN THE SOUTHEAST CONCRETE HEADWALL OF A SKEW CONCRETE
 GD0696'CULVERT, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 8.1
 GD0696'FEET NORTHEAST OF THE SOUTHWEST END OF HEADWALL AND 0.6 FOOT ABOVE
 GD0696'HIGHWAY.
 GD0696
 GD0696                          STATION RECOVERY (2000)
 GD0696
 GD0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (JMH)
 GD0696'RECOVERED IN GOOD CONDITION.
 GD0696
 GD0696                          STATION RECOVERY (2000)
 GD0696
 GD0696'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 GD0696'MARK WAS RECOVERED IN GOOD CONDITION.
 GD0696
 GD0696                          STATION RECOVERY (2002)
 GD0696
 GD0696'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0696'RECOVERED IN GOOD CONDITION.
 GD0696
 GD0696                          STATION RECOVERY (2003)
 GD0696
 GD0696'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0696'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0693 ***********************************************************************
 GZ0693  DESIGNATION -  C 12
 GZ0693  PID         -  GZ0693
 GZ0693  STATE/COUNTY-  KY/PULASKI
 GZ0693  USGS QUAD   -  SOMERSET (1987)
 GZ0693
 GZ0693                         *CURRENT SURVEY CONTROL
 GZ0693  ___________________________________________________________________
 GZ0693* NAD 83(1986)-  37 05 34.     (N)    084 36 18.     (W)     SCALED    
 GZ0693* NAVD 88     -       296.785  (meters)     973.70   (feet)  ADJUSTED  
 GZ0693  ___________________________________________________________________
 GZ0693  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GZ0693  DYNAMIC HT  -         296.555 (meters)     972.95  (feet)  COMP
 GZ0693  MODELED GRAV-     979,845.3   (mgal)                       NAVD 88
 GZ0693
 GZ0693  VERT ORDER  -  FIRST     CLASS I
 GZ0693
 GZ0693.The horizontal coordinates were scaled from a topographic map and have
 GZ0693.an estimated accuracy of +/- 6 seconds.
 GZ0693
 GZ0693.The orthometric height was determined by differential leveling
 GZ0693.and adjusted by the National Geodetic Survey in June 1991..
 GZ0693
 GZ0693.The geoid height was determined by GEOID03.
 GZ0693
 GZ0693.The dynamic height is computed by dividing the NAVD 88
 GZ0693.geopotential number by the normal gravity value computed on the
 GZ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0693.degrees latitude (g = 980.6199 gals.).
 GZ0693
 GZ0693.The modeled gravity was interpolated from observed gravity values.
 GZ0693
 GZ0693;                    North         East    Units  Estimated Accuracy
 GZ0693;SPC KY1Z     - 1,084,910.    1,601,790.      MT  (+/- 180 meters Scaled)
 GZ0693
 GZ0693                          SUPERSEDED SURVEY CONTROL
 GZ0693
 GZ0693  NGVD 29 (??/??/92)  296.952  (m)          974.25   (f) ADJ UNCH    1 1
 GZ0693
 GZ0693.Superseded values are not recommended for survey control.
 GZ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0693.See file dsdata.txt to determine how the superseded data were derived.
 GZ0693
 GZ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG128078(NAD 83)
 GZ0693_MARKER: DB = BENCH MARK DISK
 GZ0693_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GZ0693+WITH SETTING: PAVEMENT
 GZ0693_SP_SET: GRANITE PARAPET OF STEPS
 GZ0693_STAMPING: C 12 1928 974.266
 GZ0693_MARK LOGO: CGS   
 GZ0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0693+STABILITY: SURFACE MOTION
 GZ0693
 GZ0693  HISTORY     - Date     Condition        Report By
 GZ0693  HISTORY     - 1928     MONUMENTED       CGS
 GZ0693  HISTORY     - 1968     GOOD             NGS
 GZ0693  HISTORY     - 1983     GOOD             KYDT
 GZ0693  HISTORY     - 1984     GOOD             KYDT
 GZ0693  HISTORY     - 1984     GOOD             NGS
 GZ0693
 GZ0693                          STATION DESCRIPTION
 GZ0693
 GZ0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ0693'1.2 MI N FROM SOMERSET.
 GZ0693'ABOUT 1.1 MILES NORTH ALONG SOUTH MAIN STREET FROM THE SOUTHERN
 GZ0693'RAILWAY STATION AT SOMERSET, THENCE 0.05 MILE NORTH ALONG
 GZ0693'NORTH MAIN STREET, 19 1/2 FEET EAST OF THE EAST CONCRETE CURB
 GZ0693'OF THE STREET, SET IN THE TOP AND 6 INCHES WEST OF THE EAST
 GZ0693'END OF THE NORTH GRANITE PARAPET AT THE WEST ENTRANCE TO THE
 GZ0693'POST OFFICE BUILDING, 65 1/2 FEET NORTH OF THE NORTH CONCRETE
 GZ0693'CURB OF EAST COLUMBIA STREET, AND ABOUT 3 FEET ABOVE THE LEVEL
 GZ0693'OF A CONCRETE SIDEWALK.
 GZ0693
 GZ0693                          STATION RECOVERY (1983)
 GZ0693
 GZ0693'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ0693'THE BUILDING WHICH WAS THE POST OFFICE IS NOW THE PUBLIC LIBRARY.
 GZ0693
 GZ0693                          STATION RECOVERY (1984)
 GZ0693
 GZ0693'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ0693'RECOVERED IN GOOD CONDITION.
 GZ0693
 GZ0693                          STATION RECOVERY (1984)
 GZ0693
 GZ0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0666 ***********************************************************************
 GD0666  DESIGNATION -  C 120
 GD0666  PID         -  GD0666
 GD0666  STATE/COUNTY-  KY/HICKMAN
 GD0666  USGS QUAD   -  OAKTON (1982)
 GD0666
 GD0666                         *CURRENT SURVEY CONTROL
 GD0666  ___________________________________________________________________
 GD0666* NAD 83(1986)-  36 39 01.     (N)    089 02 39.     (W)     SCALED    
 GD0666* NAVD 88     -       105.493  (meters)     346.11   (feet)  ADJUSTED  
 GD0666  ___________________________________________________________________
 GD0666  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GD0666  DYNAMIC HT  -         105.412 (meters)     345.84  (feet)  COMP
 GD0666  MODELED GRAV-     979,861.1   (mgal)                       NAVD 88
 GD0666
 GD0666  VERT ORDER  -  SECOND    CLASS 0
 GD0666
 GD0666.The horizontal coordinates were scaled from a topographic map and have
 GD0666.an estimated accuracy of +/- 6 seconds.
 GD0666
 GD0666.The orthometric height was determined by differential leveling
 GD0666.and adjusted by the National Geodetic Survey in June 1991..
 GD0666
 GD0666.The geoid height was determined by GEOID03.
 GD0666
 GD0666.The dynamic height is computed by dividing the NAVD 88
 GD0666.geopotential number by the normal gravity value computed on the
 GD0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0666.degrees latitude (g = 980.6199 gals.).
 GD0666
 GD0666.The modeled gravity was interpolated from observed gravity values.
 GD0666
 GD0666;                    North         East    Units  Estimated Accuracy
 GD0666;SPC KY1Z     - 1,040,380.    1,205,470.      MT  (+/- 180 meters Scaled)
 GD0666
 GD0666                          SUPERSEDED SURVEY CONTROL
 GD0666
 GD0666  NGVD 29 (??/??/??)  105.412  (m)          345.84   (f) ADJUSTED    2 0
 GD0666
 GD0666.Superseded values are not recommended for survey control.
 GD0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0666.See file dsdata.txt to determine how the superseded data were derived.
 GD0666
 GD0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF172580(NAD 83)
 GD0666_MARKER: DB = BENCH MARK DISK
 GD0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0666_STAMPING: C 120 1938
 GD0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0666+STABILITY: SURFACE MOTION
 GD0666
 GD0666  HISTORY     - Date     Condition        Report By
 GD0666  HISTORY     - 1938     MONUMENTED       CGS
 GD0666  HISTORY     - 1943     GOOD             CGS
 GD0666  HISTORY     - 20020814 MARK NOT FOUND   USACE
 GD0666
 GD0666                          STATION DESCRIPTION
 GD0666
 GD0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0666'1.1 MI SE FROM OAKTON.
 GD0666'1.1 MILES SOUTHEAST ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0666'STATION AT OAKTON, HICKMAN COUNTY, THENCE 0.7 MILE EAST ALONG
 GD0666'STATE HIGHWAY 209, ACROSS THE HIGHWAY FROM THE W.R. CAMPBELL
 GD0666'FARMHOUSE, IN LINE WITH THE WESTERNMOST OF FOUR ROWS OF TREES IN
 GD0666'THE YARD, 47 FEET NORTHWEST OF THE NORTH END OF A CONCRETE
 GD0666'CULVERT, 35 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 5 FEET
 GD0666'NORTHEAST OF A FENCE CORNER, AND 2 FEET EAST OF A WHITE WOODEN
 GD0666'WITNESS POST.  A STANDARD DISK, STAMPED C 120 1938 AND SET IN
 GD0666'THE TOP OF A CONCRETE POST PROJECTING ABOUT ONE FOOT ABOVE
 GD0666'GROUND.
 GD0666
 GD0666                          STATION RECOVERY (2002)
 GD0666
 GD0666'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0666'AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1481 ***********************************************************************
 HZ1481  DESIGNATION -  C 122
 HZ1481  PID         -  HZ1481
 HZ1481  STATE/COUNTY-  KY/JEFFERSON
 HZ1481  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1481
 HZ1481                         *CURRENT SURVEY CONTROL
 HZ1481  ___________________________________________________________________
 HZ1481* NAD 83(1986)-  38 13 51.     (N)    085 46 41.     (W)     SCALED    
 HZ1481* NAVD 88     -       141.509  (meters)     464.27   (feet)  ADJUSTED  
 HZ1481  ___________________________________________________________________
 HZ1481  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ1481  DYNAMIC HT  -         141.414 (meters)     463.96  (feet)  COMP
 HZ1481  MODELED GRAV-     979,952.3   (mgal)                       NAVD 88
 HZ1481
 HZ1481  VERT ORDER  -  FIRST     CLASS II
 HZ1481
 HZ1481.The horizontal coordinates were scaled from a topographic map and have
 HZ1481.an estimated accuracy of +/- 6 seconds.
 HZ1481
 HZ1481.The orthometric height was determined by differential leveling
 HZ1481.and adjusted by the National Geodetic Survey in June 1991..
 HZ1481
 HZ1481.The geoid height was determined by GEOID03.
 HZ1481
 HZ1481.The dynamic height is computed by dividing the NAVD 88
 HZ1481.geopotential number by the normal gravity value computed on the
 HZ1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1481.degrees latitude (g = 980.6199 gals.).
 HZ1481
 HZ1481.The modeled gravity was interpolated from observed gravity values.
 HZ1481
 HZ1481;                    North         East    Units  Estimated Accuracy
 HZ1481;SPC KY1Z     - 1,210,590.    1,497,540.      MT  (+/- 180 meters Scaled)
 HZ1481
 HZ1481                          SUPERSEDED SURVEY CONTROL
 HZ1481
 HZ1481  NGVD 29 (??/??/92)  141.653  (m)          464.74   (f) ADJ UNCH    1 2
 HZ1481
 HZ1481.Superseded values are not recommended for survey control.
 HZ1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1481.See file dsdata.txt to determine how the superseded data were derived.
 HZ1481
 HZ1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH069321(NAD 83)
 HZ1481_MARKER: DB = BENCH MARK DISK
 HZ1481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1481_SP_SET: SEMAPHORE
 HZ1481_STAMPING: C 122 1940
 HZ1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1481
 HZ1481  HISTORY     - Date     Condition        Report By
 HZ1481  HISTORY     - 1940     MONUMENTED       CGS
 HZ1481  HISTORY     - 1953     GOOD             NGS
 HZ1481  HISTORY     - 1956     GOOD             NGS
 HZ1481
 HZ1481                          STATION DESCRIPTION
 HZ1481
 HZ1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HZ1481'AT LOUISVILLE.
 HZ1481'AT LOUISVILE, LOCATED BETWEEN 15TH AND 13TH STREETS IN THE
 HZ1481'EXTENDED LINE OF MAGNOLIA AVENUE, AT THE INTERSECTION OF THE
 HZ1481'ILLINOIS CENTRAL RAILROAD AND KENTUCKY AND INDIANA TERMINAL
 HZ1481'RAILROAD, SET IN THE TOP OF THE NORTHEAST CORNER OF CONCRETE
 HZ1481'BASE OF SEMAPHORE NO. 2.1, 24.6 FEET SOUTH OF SOUTH RAIL OF K.
 HZ1481'AND I.T. RR, 6 1/2 FEET WEST OF WEST RAIL OF I.C. RR AND ABOUT
 HZ1481'1/2 FOOT BELOW LEVEL OF TRACK.
 HZ1481
 HZ1481                          STATION RECOVERY (1956)
 HZ1481
 HZ1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HZ1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0632 ***********************************************************************
 GD0632  DESIGNATION -  C 124
 GD0632  PID         -  GD0632
 GD0632  STATE/COUNTY-  KY/HICKMAN
 GD0632  USGS QUAD   -  OAKTON (1982)
 GD0632
 GD0632                         *CURRENT SURVEY CONTROL
 GD0632  ___________________________________________________________________
 GD0632* NAD 83(1986)-  36 38 57.     (N)    089 03 25.     (W)     SCALED    
 GD0632* NAVD 88     -       103.539  (meters)     339.69   (feet)  ADJUSTED  
 GD0632  ___________________________________________________________________
 GD0632  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GD0632  DYNAMIC HT  -         103.460 (meters)     339.44  (feet)  COMP
 GD0632  MODELED GRAV-     979,861.2   (mgal)                       NAVD 88
 GD0632
 GD0632  VERT ORDER  -  SECOND    CLASS 0
 GD0632
 GD0632.The horizontal coordinates were scaled from a topographic map and have
 GD0632.an estimated accuracy of +/- 6 seconds.
 GD0632
 GD0632.The orthometric height was determined by differential leveling
 GD0632.and adjusted by the National Geodetic Survey in June 1991..
 GD0632
 GD0632.The geoid height was determined by GEOID03.
 GD0632
 GD0632.The dynamic height is computed by dividing the NAVD 88
 GD0632.geopotential number by the normal gravity value computed on the
 GD0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0632.degrees latitude (g = 980.6199 gals.).
 GD0632
 GD0632.The modeled gravity was interpolated from observed gravity values.
 GD0632
 GD0632;                    North         East    Units  Estimated Accuracy
 GD0632;SPC KY1Z     - 1,040,290.    1,204,320.      MT  (+/- 180 meters Scaled)
 GD0632
 GD0632                          SUPERSEDED SURVEY CONTROL
 GD0632
 GD0632  NGVD 29 (??/??/??)  103.458  (m)          339.43   (f) ADJUSTED    2 0
 GD0632
 GD0632.Superseded values are not recommended for survey control.
 GD0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0632.See file dsdata.txt to determine how the superseded data were derived.
 GD0632
 GD0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF161579(NAD 83)
 GD0632_MARKER: DB = BENCH MARK DISK
 GD0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0632_STAMPING: C 124 1943
 GD0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0632+STABILITY: SURFACE MOTION
 GD0632
 GD0632  HISTORY     - Date     Condition        Report By
 GD0632  HISTORY     - 1943     MONUMENTED       CGS
 GD0632  HISTORY     - 20020814 MARK NOT FOUND   USACE
 GD0632
 GD0632                          STATION DESCRIPTION
 GD0632
 GD0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0632'1.2 MI SE FROM OAKTON.
 GD0632'1.2 MILES SOUTHEAST ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0632'STATION AT OAKTON, HICKMAN COUNTY, 5-1/2 RAILS SOUTH OF MILEPOST
 GD0632'463, 2-1/2 RAILS NORTH OF A GRADED ROAD CROSSING, 49 FEET WEST
 GD0632'OF THE CENTERLINE OF A GRADED ROAD, 61.4 FEET EAST OF THE EAST
 GD0632'RAIL OF THE MAIN TRACK, 3.5 FEET SOUTH OF A POLE, 19 FEET NORTH
 GD0632'OF A 30-INCH TRIPLE ELM TREE, AND 2 FEET EAST OF A WHITE WOODEN
 GD0632'WITNESS POST.  A STANDARD DISK, STAMPED C 124 1943 AND SET IN THE
 GD0632'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 GD0632
 GD0632                          STATION RECOVERY (2002)
 GD0632
 GD0632'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0896 ***********************************************************************
 GC0896  DESIGNATION -  C 126
 GC0896  PID         -  GC0896
 GC0896  STATE/COUNTY-  KY/LOGAN
 GC0896  USGS QUAD   -  RUSSELLVILLE (1983)
 GC0896
 GC0896                         *CURRENT SURVEY CONTROL
 GC0896  ___________________________________________________________________
 GC0896* NAD 83(1986)-  36 51 38.     (N)    086 54 15.     (W)     SCALED    
 GC0896* NAVD 88     -       187.997  (meters)     616.79   (feet)  ADJUSTED  
 GC0896  ___________________________________________________________________
 GC0896  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GC0896  DYNAMIC HT  -         187.851 (meters)     616.31  (feet)  COMP
 GC0896  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 GC0896
 GC0896  VERT ORDER  -  SECOND    CLASS 0
 GC0896
 GC0896.The horizontal coordinates were scaled from a topographic map and have
 GC0896.an estimated accuracy of +/- 6 seconds.
 GC0896
 GC0896.The orthometric height was determined by differential leveling
 GC0896.and adjusted by the National Geodetic Survey in June 1991..
 GC0896
 GC0896.The geoid height was determined by GEOID03.
 GC0896
 GC0896.The dynamic height is computed by dividing the NAVD 88
 GC0896.geopotential number by the normal gravity value computed on the
 GC0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0896.degrees latitude (g = 980.6199 gals.).
 GC0896
 GC0896.The modeled gravity was interpolated from observed gravity values.
 GC0896
 GC0896;                    North         East    Units  Estimated Accuracy
 GC0896;SPC KY1Z     - 1,059,150.    1,397,080.      MT  (+/- 180 meters Scaled)
 GC0896
 GC0896                          SUPERSEDED SURVEY CONTROL
 GC0896
 GC0896  NGVD 29 (??/??/92)  188.107  (m)          617.15   (f) ADJ UNCH    2 0
 GC0896
 GC0896.Superseded values are not recommended for survey control.
 GC0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0896.See file dsdata.txt to determine how the superseded data were derived.
 GC0896
 GC0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF085794(NAD 83)
 GC0896_MARKER: DB = BENCH MARK DISK
 GC0896_SETTING: 66 = SET IN ROCK OUTCROP
 GC0896_SP_SET: ROCK OUTCROP
 GC0896_STAMPING: C 126 1943
 GC0896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0896+STABILITY: POSITION/ELEVATION WELL
 GC0896
 GC0896  HISTORY     - Date     Condition        Report By
 GC0896  HISTORY     - 1943     MONUMENTED       CGS
 GC0896  HISTORY     - 1951     MARK NOT FOUND   USGS
 GC0896  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0896
 GC0896                          STATION DESCRIPTION
 GC0896
 GC0896'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GC0896'1.2 MI NW FROM RUSSELLVILLE.
 GC0896'1.2 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0896'FROM THE STATION AT RUSSELLVILLE, LOGAN COUNTY, 0.15 MILE
 GC0896'SOUTHEAST OF MILEPOST 145, NEAR THE MIDDLE OF A SMALL FILL, 9.2
 GC0896'FEET NORTHWEST OF A TELEPHONE POLE, 21 FEET NORTHEAST OF THE
 GC0896'CENTERLINE OF THE TRACK, 10.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 GC0896'FENCE, IN THE TOP OF A LIMESTONE ROCK OUTCROP, AND ABOUT 8 FEET
 GC0896'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 126 1943.
 GC0896'NOTE-- IT MAY BE COVERED BY A NEW FILL.
 GC0896
 GC0896                          STATION RECOVERY (1984)
 GC0896
 GC0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0896'SEARCHED FOR BUT NOT RECOVERED.  THE MAN THAT OWNS THE PROPERTY STATES
 GC0896'THAT THE MARK IS NOW UNDER 4.0 FEET OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0218 ***********************************************************************
 HA0218  DESIGNATION -  C 127
 HA0218  PID         -  HA0218
 HA0218  STATE/COUNTY-  KY/GRAYSON
 HA0218  USGS QUAD   -  LEITCHFIELD (1967)
 HA0218
 HA0218                         *CURRENT SURVEY CONTROL
 HA0218  ___________________________________________________________________
 HA0218* NAD 83(1986)-  37 23 07.     (N)    086 15 07.     (W)     SCALED    
 HA0218* NAVD 88     -       224.874  (meters)     737.77   (feet)  ADJUSTED  
 HA0218  ___________________________________________________________________
 HA0218  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HA0218  DYNAMIC HT  -         224.704 (meters)     737.22  (feet)  COMP
 HA0218  MODELED GRAV-     979,869.4   (mgal)                       NAVD 88
 HA0218
 HA0218  VERT ORDER  -  SECOND    CLASS 0
 HA0218
 HA0218.The horizontal coordinates were scaled from a topographic map and have
 HA0218.an estimated accuracy of +/- 6 seconds.
 HA0218
 HA0218.The orthometric height was determined by differential leveling
 HA0218.and adjusted by the National Geodetic Survey in June 1991..
 HA0218
 HA0218.The geoid height was determined by GEOID03.
 HA0218
 HA0218.The dynamic height is computed by dividing the NAVD 88
 HA0218.geopotential number by the normal gravity value computed on the
 HA0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0218.degrees latitude (g = 980.6199 gals.).
 HA0218
 HA0218.The modeled gravity was interpolated from observed gravity values.
 HA0218
 HA0218;                    North         East    Units  Estimated Accuracy
 HA0218;SPC KY1Z     - 1,116,870.    1,455,550.      MT  (+/- 180 meters Scaled)
 HA0218
 HA0218                          SUPERSEDED SURVEY CONTROL
 HA0218
 HA0218  NGVD 29 (??/??/92)  224.992  (m)          738.16   (f) ADJ UNCH    2 0
 HA0218
 HA0218.Superseded values are not recommended for survey control.
 HA0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0218.See file dsdata.txt to determine how the superseded data were derived.
 HA0218
 HA0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG662378(NAD 83)
 HA0218_MARKER: DB = BENCH MARK DISK
 HA0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0218_SP_SET: CULVERT
 HA0218_STAMPING: C 127 1943
 HA0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0218
 HA0218  HISTORY     - Date     Condition        Report By
 HA0218  HISTORY     - 1943     MONUMENTED       CGS
 HA0218
 HA0218                          STATION DESCRIPTION
 HA0218
 HA0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HA0218'1 MI N FROM ANNETA.
 HA0218'TO REACH FROM THE GENERAL STORE AT ANNETA, PROCEED 1.0 MILE
 HA0218'NORTHEASTERLY ALONG STATE HIGHWAY NO. 65 TO A CONCRETE CULVERT
 HA0218'AT THE TOP OF A HILL AND SITE OF BENCH MARK.  BENCH MARK IS SET
 HA0218'HORIZONTALLY IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 HA0218'HEADWALL OF A 2.0 FOOT CONCRETE PIPE CULVERT UNDER THE HIGHWAY.
 HA0218'IT IS 16.4 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS
 HA0218'THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0093 ***********************************************************************
 GD0093  DESIGNATION -  C 128
 GD0093  PID         -  GD0093
 GD0093  STATE/COUNTY-  KY/CALLOWAY
 GD0093  USGS QUAD   -  HICO (1981)
 GD0093
 GD0093                         *CURRENT SURVEY CONTROL
 GD0093  ___________________________________________________________________
 GD0093* NAD 83(1986)-  36 39 25.     (N)    088 12 20.     (W)     SCALED    
 GD0093* NAVD 88     -       150.331  (meters)     493.21   (feet)  ADJUSTED  
 GD0093  ___________________________________________________________________
 GD0093  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GD0093  DYNAMIC HT  -         150.210 (meters)     492.81  (feet)  COMP
 GD0093  MODELED GRAV-     979,827.6   (mgal)                       NAVD 88
 GD0093
 GD0093  VERT ORDER  -  FIRST     CLASS II
 GD0093
 GD0093.The horizontal coordinates were scaled from a topographic map and have
 GD0093.an estimated accuracy of +/- 6 seconds.
 GD0093
 GD0093.The orthometric height was determined by differential leveling
 GD0093.and adjusted by the National Geodetic Survey in June 1991..
 GD0093
 GD0093.The geoid height was determined by GEOID03.
 GD0093
 GD0093.The dynamic height is computed by dividing the NAVD 88
 GD0093.geopotential number by the normal gravity value computed on the
 GD0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0093.degrees latitude (g = 980.6199 gals.).
 GD0093
 GD0093.The modeled gravity was interpolated from observed gravity values.
 GD0093
 GD0093;                    North         East    Units  Estimated Accuracy
 GD0093;SPC KY1Z     - 1,038,810.    1,280,450.      MT  (+/- 180 meters Scaled)
 GD0093
 GD0093                          SUPERSEDED SURVEY CONTROL
 GD0093
 GD0093  NGVD 29 (??/??/??)  150.383  (m)          493.38   (f) ADJUSTED    1 2
 GD0093
 GD0093.Superseded values are not recommended for survey control.
 GD0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0093.See file dsdata.txt to determine how the superseded data were derived.
 GD0093
 GD0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF922574(NAD 83)
 GD0093_MARKER: DB = BENCH MARK DISK
 GD0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0093_SP_SET: CULVERT
 GD0093_STAMPING: C 128 1946
 GD0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0093+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 GD0093
 GD0093  HISTORY     - Date     Condition        Report By
 GD0093  HISTORY     - 1946     MONUMENTED       CGS
 GD0093  HISTORY     - 1971     GOOD             NGS
 GD0093  HISTORY     - 20040617 GOOD             USACE
 GD0093
 GD0093                          STATION DESCRIPTION
 GD0093
 GD0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0093'6.6 MI NE FROM MURRAY.
 GD0093'ABOUT 6.55 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE COURT
 GD0093'HOUSE AT MURRAY, ABOUT 0.65 MILES NORTHEAST OF THE ELM GROVE
 GD0093'MISSIONARY BAPTIST CHURCH, SET IN THE TOP OF THE SOUTHWEST END
 GD0093'OF THE NORTHWEST HEAD WALL OF A 4 FOOT CONCRETE CULVERT, 15 FEET
 GD0093'NORTHWEST AND ABOUT 1 FOOT BELOW THE CENTER LINE OF THE HIGHWAY.
 GD0093
 GD0093                          STATION RECOVERY (1971)
 GD0093
 GD0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0093'RECOVERED IN GOOD CONDITION.
 GD0093
 GD0093                          STATION RECOVERY (2004)
 GD0093
 GD0093'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0409 ***********************************************************************
 HB0409  DESIGNATION -  C 129
 HB0409  PID         -  HB0409
 HB0409  STATE/COUNTY-  KY/MCCRACKEN
 HB0409  USGS QUAD   -  PADUCAH EAST (1982)
 HB0409
 HB0409                         *CURRENT SURVEY CONTROL
 HB0409  ___________________________________________________________________
 HB0409* NAD 83(1986)-  37 01 58.     (N)    088 31 52.     (W)     SCALED    
 HB0409* NAVD 88     -       109.041  (meters)     357.75   (feet)  ADJUSTED  
 HB0409  ___________________________________________________________________
 HB0409  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HB0409  DYNAMIC HT  -         108.961 (meters)     357.48  (feet)  COMP
 HB0409  MODELED GRAV-     979,889.5   (mgal)                       NAVD 88
 HB0409
 HB0409  VERT ORDER  -  FIRST     CLASS I
 HB0409
 HB0409.The horizontal coordinates were scaled from a topographic map and have
 HB0409.an estimated accuracy of +/- 6 seconds.
 HB0409
 HB0409.The orthometric height was determined by differential leveling
 HB0409.and adjusted by the National Geodetic Survey in June 1991..
 HB0409.WARNING-Repeat measurements at this control monument indicate possible
 HB0409.vertical movement.
 HB0409
 HB0409.The geoid height was determined by GEOID03.
 HB0409
 HB0409.The dynamic height is computed by dividing the NAVD 88
 HB0409.geopotential number by the normal gravity value computed on the
 HB0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0409.degrees latitude (g = 980.6199 gals.).
 HB0409
 HB0409.The modeled gravity was interpolated from observed gravity values.
 HB0409
 HB0409;                    North         East    Units  Estimated Accuracy
 HB0409;SPC KY1Z     - 1,081,320.    1,252,590.      MT  (+/- 180 meters Scaled)
 HB0409
 HB0409                          SUPERSEDED SURVEY CONTROL
 HB0409
 HB0409  NGVD 29 (??/??/??)  109.071  (m)          357.84   (f) ADJUSTED    1 1
 HB0409
 HB0409.Superseded values are not recommended for survey control.
 HB0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0409.See file dsdata.txt to determine how the superseded data were derived.
 HB0409
 HB0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF638996(NAD 83)
 HB0409_MARKER: DB = BENCH MARK DISK
 HB0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0409_STAMPING: C 129 1946
 HB0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0409+STABILITY: SURFACE MOTION
 HB0409
 HB0409  HISTORY     - Date     Condition        Report By
 HB0409  HISTORY     - 1946     MONUMENTED       CGS
 HB0409  HISTORY     - 1968     GOOD             CGS
 HB0409  HISTORY     - 1972     GOOD             NGS
 HB0409  HISTORY     - 1978     GOOD             DOD
 HB0409  HISTORY     - 1978     GOOD             DOD
 HB0409  HISTORY     - 1978     GOOD             DOD
 HB0409  HISTORY     - 20020319 POOR             USACE
 HB0409
 HB0409                          STATION DESCRIPTION
 HB0409
 HB0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0409'6.1 MI SE FROM PADUCAH.
 HB0409'ABOUT 0.45 MILE SOUTHWEST ALONG BROADWAY FROM THE POST OFFICE
 HB0409'AT PADUCAH, THENCE 5.65 MILES SOUTHEAST ALONG THE ILLINOIS
 HB0409'CENTRAL RAILROAD, 0.2 MILE SOUTHEAST OF A RAILROAD UNDERPASS
 HB0409'FOR U.S. HIGHWAYS 62 AND 68 12 RAILS WEST OF MILEPOST 220,
 HB0409'66 1/2 FEET SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD
 HB0409'AND A GRAVELED ROAD, 55 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 HB0409'THE TRACK, 21 1/2 FEET EAST OF THE CENTERLINE OF THE ROAD, 21 1/2
 HB0409'FEET NORTHEAST OF A 30-INCH OAK TREE, 4 FEET EAST OF A TELEPHONE
 HB0409'POLE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 1/2 FOOT
 HB0409'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 HB0409'POST WHICH PROJECTS 3 INCHES.
 HB0409
 HB0409                          STATION RECOVERY (1972)
 HB0409
 HB0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0409'RECOVERED IN GOOD CONDITION.
 HB0409
 HB0409                          STATION RECOVERY (1978)
 HB0409
 HB0409'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 HB0409'RECOVERED IN GOOD CONDITION.
 HB0409
 HB0409                          STATION RECOVERY (1978)
 HB0409
 HB0409'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 HB0409'RECOVERED IN GOOD CONDITION.
 HB0409
 HB0409                          STATION RECOVERY (1978)
 HB0409
 HB0409'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 HB0409'RECOVERED IN GOOD CONDITION.
 HB0409
 HB0409                          STATION RECOVERY (2002)
 HB0409
 HB0409'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0409'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1485 ***********************************************************************
 GZ1485  DESIGNATION -  C 13
 GZ1485  PID         -  GZ1485
 GZ1485  STATE/COUNTY-  KY/ADAIR
 GZ1485  USGS QUAD   -  COLUMBIA (1976)
 GZ1485
 GZ1485                         *CURRENT SURVEY CONTROL
 GZ1485  ___________________________________________________________________
 GZ1485* NAD 83(1986)-  37 05 09.     (N)    085 19 12.     (W)     SCALED    
 GZ1485* NAVD 88     -       207.953  (meters)     682.26   (feet)  ADJUSTED  
 GZ1485  ___________________________________________________________________
 GZ1485  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GZ1485  DYNAMIC HT  -         207.787 (meters)     681.71  (feet)  COMP
 GZ1485  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 GZ1485
 GZ1485  VERT ORDER  -  FIRST     CLASS I
 GZ1485
 GZ1485.The horizontal coordinates were scaled from a topographic map and have
 GZ1485.an estimated accuracy of +/- 6 seconds.
 GZ1485
 GZ1485.The orthometric height was determined by differential leveling
 GZ1485.and adjusted by the National Geodetic Survey in June 1991..
 GZ1485
 GZ1485.The geoid height was determined by GEOID03.
 GZ1485
 GZ1485.The dynamic height is computed by dividing the NAVD 88
 GZ1485.geopotential number by the normal gravity value computed on the
 GZ1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1485.degrees latitude (g = 980.6199 gals.).
 GZ1485
 GZ1485.The modeled gravity was interpolated from observed gravity values.
 GZ1485
 GZ1485;                    North         East    Units  Estimated Accuracy
 GZ1485;SPC KY1Z     - 1,083,600.    1,538,230.      MT  (+/- 180 meters Scaled)
 GZ1485
 GZ1485                          SUPERSEDED SURVEY CONTROL
 GZ1485
 GZ1485  NGVD 29 (??/??/92)  208.108  (m)          682.77   (f) ADJ UNCH    1 1
 GZ1485
 GZ1485.Superseded values are not recommended for survey control.
 GZ1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1485.See file dsdata.txt to determine how the superseded data were derived.
 GZ1485
 GZ1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG493057(NAD 83)
 GZ1485_MARKER: DB = BENCH MARK DISK
 GZ1485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1485_SP_SET: BRIDGE ABUTMENT
 GZ1485_STAMPING: C 13 1928 682.781
 GZ1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1485+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 GZ1485
 GZ1485  HISTORY     - Date     Condition        Report By
 GZ1485  HISTORY     - 1928     MONUMENTED       CGS
 GZ1485  HISTORY     - 1968     GOOD             NGS
 GZ1485  HISTORY     - 20050815 GOOD             KYTC
 GZ1485
 GZ1485                          STATION DESCRIPTION
 GZ1485
 GZ1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1485'1.4 M SW FROM COLUMBIA.
 GZ1485'ABOUT 0.5 MILE SOUTHWEST ALONG BURKESVILLE STREET WHICH IS STATE
 GZ1485'HIGHWAY 80 FROM THE ADAIR COUNTY COURTHOUSE IN COLUMBIA, THENCE
 GZ1485'0.95 MILE SOUTHWEST ALONG STATE HIGHWAYS 61 AND 80, SET IN THE
 GZ1485'TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A HIGHWAY
 GZ1485'BRIDGE OVER PITTIS FORK, 13 FEET WEST OF THE CENTERLINE OF THE
 GZ1485'HIGHWAY, 1 FOOT WEST OF THE WEST CONCRETE GUARD RAIL ON THE
 GZ1485'BRIDGE, AND ABOUT LEVEL WITH THE HIGHWAY.
 GZ1485
 GZ1485                          STATION RECOVERY (2005)
 GZ1485
 GZ1485'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0377 ***********************************************************************
 HB0377  DESIGNATION -  C 130
 HB0377  PID         -  HB0377
 HB0377  STATE/COUNTY-  KY/MCCRACKEN
 HB0377  USGS QUAD   -  HEATH (1978)
 HB0377
 HB0377                         *CURRENT SURVEY CONTROL
 HB0377  ___________________________________________________________________
 HB0377* NAD 83(1986)-  37 04 01.     (N)    088 45 07.     (W)     SCALED    
 HB0377* NAVD 88     -       116.935  (meters)     383.64   (feet)  ADJUSTED  
 HB0377  ___________________________________________________________________
 HB0377  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 HB0377  DYNAMIC HT  -         116.848 (meters)     383.36  (feet)  COMP
 HB0377  MODELED GRAV-     979,887.7   (mgal)                       NAVD 88
 HB0377
 HB0377  VERT ORDER  -  FIRST     CLASS I
 HB0377
 HB0377.The horizontal coordinates were scaled from a topographic map and have
 HB0377.an estimated accuracy of +/- 6 seconds.
 HB0377
 HB0377.The orthometric height was determined by differential leveling
 HB0377.and adjusted by the National Geodetic Survey in June 1991..
 HB0377
 HB0377.The geoid height was determined by GEOID03.
 HB0377
 HB0377.The dynamic height is computed by dividing the NAVD 88
 HB0377.geopotential number by the normal gravity value computed on the
 HB0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0377.degrees latitude (g = 980.6199 gals.).
 HB0377
 HB0377.The modeled gravity was interpolated from observed gravity values.
 HB0377
 HB0377;                    North         East    Units  Estimated Accuracy
 HB0377;SPC KY1Z     - 1,085,710.    1,233,070.      MT  (+/- 180 meters Scaled)
 HB0377
 HB0377                          SUPERSEDED SURVEY CONTROL
 HB0377
 HB0377  NGVD 29 (??/??/??)  116.904  (m)          383.54   (f) ADJUSTED    1 1
 HB0377
 HB0377.Superseded values are not recommended for survey control.
 HB0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0377.See file dsdata.txt to determine how the superseded data were derived.
 HB0377
 HB0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG442037(NAD 83)
 HB0377_MARKER: DB = BENCH MARK DISK
 HB0377_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HB0377_SP_SET: BRIDGE PIER
 HB0377_STAMPING: C 130 1947
 HB0377_MARK LOGO: CGS   
 HB0377_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0377+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2005
 HB0377
 HB0377  HISTORY     - Date     Condition        Report By
 HB0377  HISTORY     - 1947     MONUMENTED       CGS
 HB0377  HISTORY     - 1968     GOOD             CGS
 HB0377  HISTORY     - 19810301 GOOD             KYDT
 HB0377  HISTORY     - 20050307 GOOD             USACE
 HB0377
 HB0377                          STATION DESCRIPTION
 HB0377
 HB0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0377'1.4 MI SW FROM WEST PADUCAH.
 HB0377'ABOUT 0.3 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0377'THE POST OFFICE AT WEST PADUCAH TO MAXON CROSSING, THENCE 1.1
 HB0377'MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD, AT A RAILROAD
 HB0377'UNDERPASS FOR U.S. HIGHWAY 60, SET VERTICALLY IN THE WEST FACE
 HB0377'OF THE CONCRETE PIER EAST OF THE TRACK, 2.4 FEET SOUTH OF THE
 HB0377'NORTH END OF THE PIER, 13 1/2 FEET EAST OF EAST RAIL OF THE
 HB0377'TRACK, ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 HB0377'1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 HB0377
 HB0377                          STATION RECOVERY (1981)
 HB0377
 HB0377'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981 (RH)
 HB0377'RECOVERED AS DESCRIBED.
 HB0377
 HB0377                          STATION RECOVERY (2005)
 HB0377
 HB0377'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 HB0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1774 ***********************************************************************
 GC1774  DESIGNATION -  C 131
 GC1774  PID         -  GC1774
 GC1774  STATE/COUNTY-  KY/TRIGG
 GC1774  USGS QUAD   -  CANTON (1982)
 GC1774
 GC1774                         *CURRENT SURVEY CONTROL
 GC1774  ___________________________________________________________________
 GC1774* NAD 83(1986)-  36 48 11.     (N)    087 56 13.     (W)     SCALED    
 GC1774* NAVD 88     -       113.117  (meters)     371.12   (feet)  ADJUSTED  
 GC1774  ___________________________________________________________________
 GC1774  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC1774  DYNAMIC HT  -         113.029 (meters)     370.83  (feet)  COMP
 GC1774  MODELED GRAV-     979,852.1   (mgal)                       NAVD 88
 GC1774
 GC1774  VERT ORDER  -  FIRST     CLASS II
 GC1774
 GC1774.The horizontal coordinates were scaled from a topographic map and have
 GC1774.an estimated accuracy of +/- 6 seconds.
 GC1774
 GC1774.The orthometric height was determined by differential leveling
 GC1774.and adjusted by the National Geodetic Survey in June 1991..
 GC1774
 GC1774.The geoid height was determined by GEOID03.
 GC1774
 GC1774.The dynamic height is computed by dividing the NAVD 88
 GC1774.geopotential number by the normal gravity value computed on the
 GC1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1774.degrees latitude (g = 980.6199 gals.).
 GC1774
 GC1774.The modeled gravity was interpolated from observed gravity values.
 GC1774
 GC1774;                    North         East    Units  Estimated Accuracy
 GC1774;SPC KY1Z     - 1,054,420.    1,304,840.      MT  (+/- 180 meters Scaled)
 GC1774
 GC1774                          SUPERSEDED SURVEY CONTROL
 GC1774
 GC1774  NGVD 29 (??/??/92)  113.190  (m)          371.36   (f) ADJ UNCH    1 2
 GC1774
 GC1774.Superseded values are not recommended for survey control.
 GC1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1774.See file dsdata.txt to determine how the superseded data were derived.
 GC1774
 GC1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF164734(NAD 83)
 GC1774_MARKER: DB = BENCH MARK DISK
 GC1774_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1774_SP_SET: BRIDGE ABUTMENT
 GC1774_STAMPING: C 131 1948
 GC1774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1774
 GC1774  HISTORY     - Date     Condition        Report By
 GC1774  HISTORY     - 1948     MONUMENTED       CGS
 GC1774  HISTORY     - 1967     MARK NOT FOUND   NGS
 GC1774
 GC1774                          STATION DESCRIPTION
 GC1774
 GC1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1774'5.2 MI E FROM GOLDEN POND.
 GC1774'ABOUT 5.2 MILES EAST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GC1774'AT GOLDEN POND, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 GC1774'CONCRETE ABUTMENT OF A 102 FOOT CONCRETE BRIDGE OVER HOPSON
 GC1774'CREEK, 15.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND
 GC1774'ABOUT LEVEL WITH THE BRIDGE FLOOR.
 GC1774
 GC1774                          STATION RECOVERY (1967)
 GC1774
 GC1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC1774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0439 ***********************************************************************
 GD0439  DESIGNATION -  C 132
 GD0439  PID         -  GD0439
 GD0439  STATE/COUNTY-  KY/HICKMAN
 GD0439  USGS QUAD   -  CLINTON (1981)
 GD0439
 GD0439                         *CURRENT SURVEY CONTROL
 GD0439  ___________________________________________________________________
 GD0439* NAD 83(1986)-  36 39 16.     (N)    088 59 56.     (W)     SCALED    
 GD0439* NAVD 88     -       125.971  (meters)     413.29   (feet)  ADJUSTED  
 GD0439  ___________________________________________________________________
 GD0439  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GD0439  DYNAMIC HT  -         125.874 (meters)     412.97  (feet)  COMP
 GD0439  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 GD0439
 GD0439  VERT ORDER  -  FIRST     CLASS II
 GD0439
 GD0439.The horizontal coordinates were scaled from a topographic map and have
 GD0439.an estimated accuracy of +/- 6 seconds.
 GD0439
 GD0439.The orthometric height was determined by differential leveling
 GD0439.and adjusted by the National Geodetic Survey in June 1991..
 GD0439
 GD0439.The geoid height was determined by GEOID03.
 GD0439
 GD0439.The dynamic height is computed by dividing the NAVD 88
 GD0439.geopotential number by the normal gravity value computed on the
 GD0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0439.degrees latitude (g = 980.6199 gals.).
 GD0439
 GD0439.The modeled gravity was interpolated from observed gravity values.
 GD0439
 GD0439;                    North         East    Units  Estimated Accuracy
 GD0439;SPC KY1Z     - 1,040,700.    1,209,530.      MT  (+/- 180 meters Scaled)
 GD0439
 GD0439                          SUPERSEDED SURVEY CONTROL
 GD0439
 GD0439  NGVD 29 (??/??/??)  125.890  (m)          413.02   (f) ADJUSTED    1 2
 GD0439
 GD0439.Superseded values are not recommended for survey control.
 GD0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0439.See file dsdata.txt to determine how the superseded data were derived.
 GD0439
 GD0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF213584(NAD 83)
 GD0439_MARKER: DB = BENCH MARK DISK
 GD0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0439_STAMPING: C 132 1948
 GD0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0439+STABILITY: SURFACE MOTION
 GD0439
 GD0439  HISTORY     - Date     Condition        Report By
 GD0439  HISTORY     - 1948     MONUMENTED       CGS
 GD0439  HISTORY     - 20020816 MARK NOT FOUND   USACE
 GD0439
 GD0439                          STATION DESCRIPTION
 GD0439
 GD0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0439'1.3 MI S FROM CLINTON.
 GD0439'ABOUT 1.3 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0439'THE STATION AT CLINTON, AT A SMALL ROAD WOODEN OVERPASS OVER THE
 GD0439'RAILROAD, 50.5 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 GD0439'54 FEET NORTH OF THE NORTH EDGE OF THE WOODEN OVERPASS, 9 FEET
 GD0439'EAST OF A WIRE FENCE, 31 FEET SOUTH OF A TELEPHONE POLE, 2 FEET
 GD0439'NORTH OF A WHITE WOODEN WITNESS POST, 7 FEET ABOVE THE TRACK
 GD0439'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GD0439
 GD0439                          STATION RECOVERY (2002)
 GD0439
 GD0439'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0439'APPROX 6 FT OF DIRT AND DEBRIS PILED ON MONUMENT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0585 ***********************************************************************
 GD0585  DESIGNATION -  C 133
 GD0585  PID         -  GD0585
 GD0585  STATE/COUNTY-  KY/CARLISLE
 GD0585  USGS QUAD   -  WICKLIFFE (1983)
 GD0585
 GD0585                         *CURRENT SURVEY CONTROL
 GD0585  ___________________________________________________________________
 GD0585* NAD 83(1986)-  36 55 37.     (N)    089 03 38.     (W)     SCALED    
 GD0585* NAVD 88     -        98.529  (meters)     323.26   (feet)  ADJUSTED  
 GD0585  ___________________________________________________________________
 GD0585  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0585  DYNAMIC HT  -          98.455 (meters)     323.01  (feet)  COMP
 GD0585  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 GD0585
 GD0585  VERT ORDER  -  FIRST     CLASS II
 GD0585
 GD0585.The horizontal coordinates were scaled from a topographic map and have
 GD0585.an estimated accuracy of +/- 6 seconds.
 GD0585
 GD0585.The orthometric height was determined by differential leveling
 GD0585.and adjusted by the National Geodetic Survey in June 1991..
 GD0585
 GD0585.The geoid height was determined by GEOID03.
 GD0585
 GD0585.The dynamic height is computed by dividing the NAVD 88
 GD0585.geopotential number by the normal gravity value computed on the
 GD0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0585.degrees latitude (g = 980.6199 gals.).
 GD0585
 GD0585.The modeled gravity was interpolated from observed gravity values.
 GD0585
 GD0585;                    North         East    Units  Estimated Accuracy
 GD0585;SPC KY1Z     - 1,071,110.    1,205,090.      MT  (+/- 180 meters Scaled)
 GD0585
 GD0585                          SUPERSEDED SURVEY CONTROL
 GD0585
 GD0585  NGVD 29 (??/??/??)   98.407  (m)          322.86   (f) ADJUSTED    1 2
 GD0585
 GD0585.Superseded values are not recommended for survey control.
 GD0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0585.See file dsdata.txt to determine how the superseded data were derived.
 GD0585
 GD0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF164887(NAD 83)
 GD0585_MARKER: DB = BENCH MARK DISK
 GD0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0585_STAMPING: C 133 1948
 GD0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0585+STABILITY: SURFACE MOTION
 GD0585
 GD0585  HISTORY     - Date     Condition        Report By
 GD0585  HISTORY     - 1948     MONUMENTED       CGS
 GD0585  HISTORY     - 1974     MARK NOT FOUND   NGS
 GD0585
 GD0585                          STATION DESCRIPTION
 GD0585
 GD0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0585'5 MI NW FROM BARDWELL.
 GD0585'4.95 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0585'STATION AT BARDWELL, ABOUT 3.25 MILES SOUTH OF THE STATION AT
 GD0585'WICKLIFFE, BALLARD COUNTY, ABOUT 11 RAILS SOUTHEAST OF THE SWITCH
 GD0585'TOWER AT WINFORD JUNCTION, ABOUT 0.15 MILE SOUTHWEST OF MILE
 GD0585'POST C 373, 56 FEET WEST OF LIGHT SIGNAL NO. 373/1, ABOUT 75
 GD0585'YARDS NORTHWEST OF THE SOUTHEAST END OF APPROACH SPIRAL TO A
 GD0585'CURVE, 26 FEET SOUTHEAST OF THE EAST CORNER OF A 2-CAR GARAGE,
 GD0585'40.5 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 51, 18
 GD0585'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET NORTHEAST OF A WHITE
 GD0585'WOODEN WITNESS POST, 3 FEET BELOW THE TRACK AND SET IN THE TOP
 GD0585'OF A CONCRETE POST PROJECTING 9 INCHES.
 GD0585
 GD0585                          STATION RECOVERY (1974)
 GD0585
 GD0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1085 ***********************************************************************
 GC1085  DESIGNATION -  C 134
 GC1085  PID         -  GC1085
 GC1085  STATE/COUNTY-  KY/CHRISTIAN
 GC1085  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1085
 GC1085                         *CURRENT SURVEY CONTROL
 GC1085  ___________________________________________________________________
 GC1085* NAD 83(1986)-  36 51 05.     (N)    087 29 42.     (W)     SCALED    
 GC1085* NAVD 88     -       180.879  (meters)     593.43   (feet)  ADJUSTED  
 GC1085  ___________________________________________________________________
 GC1085  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC1085  DYNAMIC HT  -         180.735 (meters)     592.96  (feet)  COMP
 GC1085  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 GC1085
 GC1085  VERT ORDER  -  FIRST     CLASS II
 GC1085
 GC1085.The horizontal coordinates were scaled from a topographic map and have
 GC1085.an estimated accuracy of +/- 6 seconds.
 GC1085
 GC1085.The orthometric height was determined by differential leveling
 GC1085.and adjusted by the National Geodetic Survey in June 1991..
 GC1085
 GC1085.The geoid height was determined by GEOID03.
 GC1085
 GC1085.The dynamic height is computed by dividing the NAVD 88
 GC1085.geopotential number by the normal gravity value computed on the
 GC1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1085.degrees latitude (g = 980.6199 gals.).
 GC1085
 GC1085.The modeled gravity was interpolated from observed gravity values.
 GC1085
 GC1085;                    North         East    Units  Estimated Accuracy
 GC1085;SPC KY1Z     - 1,058,950.    1,344,370.      MT  (+/- 180 meters Scaled)
 GC1085
 GC1085                          SUPERSEDED SURVEY CONTROL
 GC1085
 GC1085  NGVD 29 (??/??/92)  180.946  (m)          593.65   (f) ADJ UNCH    1 2
 GC1085
 GC1085.Superseded values are not recommended for survey control.
 GC1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1085.See file dsdata.txt to determine how the superseded data were derived.
 GC1085
 GC1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF558785(NAD 83)
 GC1085_MARKER: DB = BENCH MARK DISK
 GC1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1085_STAMPING: C 134 1949
 GC1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1085+STABILITY: SURFACE MOTION
 GC1085
 GC1085  HISTORY     - Date     Condition        Report By
 GC1085  HISTORY     - 1949     MONUMENTED       CGS
 GC1085
 GC1085                          STATION DESCRIPTION
 GC1085
 GC1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1085'1 MI S FROM HOPKINSVILLE.
 GC1085'AT HOPKINSVILLE, ABOUT 1.0 MILE SOUTH ALONG SOUTH VIRGINIA
 GC1085'STREET (STATE HIGHWAY 107) FROM THE JUNCTION OF 9TH STREET, AT
 GC1085'THE INTERSECTION OF THE TENNESSEE CENTRAL RAILWAY SPUR TRACK,
 GC1085'21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 26.2 FEET
 GC1085'NORTH OF THE NORTH RAIL OF THE SPUR TRACK, 146 FEET WEST OF
 GC1085'THE SOUTHWEST CORNER OF A LARGE LOW BRICK BUILDING HOUSING
 GC1085'HOPKINSVILLE WAREHOUSE OF THE U.S. TOBACCO COMPANY, 89 FEET
 GC1085'WEST OF THE WEST CORNER OF THE SOUTHWEST CONCRETE BASE OF A
 GC1085'WATER TOWER, 1 FOOT WEST OF THE WEST EDGE OF A HEDGE ROW, 2 FEET
 GC1085'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE THE
 GC1085'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1749 ***********************************************************************
 GC1749  DESIGNATION -  C 135
 GC1749  PID         -  GC1749
 GC1749  STATE/COUNTY-  KY/CALDWELL
 GC1749  USGS QUAD   -  COBB (1983)
 GC1749
 GC1749                         *CURRENT SURVEY CONTROL
 GC1749  ___________________________________________________________________
 GC1749* NAD 83(1986)-  36 59 21.     (N)    087 46 32.     (W)     SCALED    
 GC1749* NAVD 88     -       136.816  (meters)     448.87   (feet)  ADJUSTED  
 GC1749  ___________________________________________________________________
 GC1749  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC1749  DYNAMIC HT  -         136.711 (meters)     448.53  (feet)  COMP
 GC1749  MODELED GRAV-     979,862.1   (mgal)                       NAVD 88
 GC1749
 GC1749  VERT ORDER  -  FIRST     CLASS I
 GC1749
 GC1749.The horizontal coordinates were scaled from a topographic map and have
 GC1749.an estimated accuracy of +/- 6 seconds.
 GC1749
 GC1749.The orthometric height was determined by differential leveling
 GC1749.and adjusted by the National Geodetic Survey in June 1991..
 GC1749.WARNING-Repeat measurements at this control monument indicate possible
 GC1749.vertical movement.
 GC1749
 GC1749.The geoid height was determined by GEOID03.
 GC1749
 GC1749.The dynamic height is computed by dividing the NAVD 88
 GC1749.geopotential number by the normal gravity value computed on the
 GC1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1749.degrees latitude (g = 980.6199 gals.).
 GC1749
 GC1749.The modeled gravity was interpolated from observed gravity values.
 GC1749
 GC1749;                    North         East    Units  Estimated Accuracy
 GC1749;SPC KY1Z     - 1,074,750.    1,319,690.      MT  (+/- 180 meters Scaled)
 GC1749
 GC1749                          SUPERSEDED SURVEY CONTROL
 GC1749
 GC1749  NGVD 29 (??/??/92)  136.888  (m)          449.11   (f) ADJ UNCH    1 1
 GC1749
 GC1749.Superseded values are not recommended for survey control.
 GC1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1749.See file dsdata.txt to determine how the superseded data were derived.
 GC1749
 GC1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF309939(NAD 83)
 GC1749_MARKER: DB = BENCH MARK DISK
 GC1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1749_STAMPING: C 135 1949
 GC1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1749+STABILITY: SURFACE MOTION
 GC1749
 GC1749  HISTORY     - Date     Condition        Report By
 GC1749  HISTORY     - 1949     MONUMENTED       CGS
 GC1749  HISTORY     - 1968     GOOD             NGS
 GC1749
 GC1749                          STATION DESCRIPTION
 GC1749
 GC1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1749'11.8 MI NW FROM GRACEY.
 GC1749'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1749'STATION AT GRACEY, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 68
 GC1749'AND STATE HIGHWAY 80, THENCE 2.7 MILES NORTHWEST ALONG STATE
 GC1749'HIGHWAY 128, THENCE 7.7 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL
 GC1749'RAILROAD, OR ABOUT 0.3 MILE SOUTHWEST ALONG SOUTH JEFFERSON
 GC1749'STREET WHICH IS STATE HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL
 GC1749'COUNTY COURTHOUSE AT PRINCETON, THENCE 10.45 MILES SOUTHEAST
 GC1749'ALONG THE ILLINOIS CENTRAL RAILROAD, 0.25 MILE EAST OF THE POST
 GC1749'OFFICE AT COBB, 206 FEET NORTHWEST AND ACROSS THE TRACK FROM
 GC1749'MILEPOST 110, 48 FEET NORTHEAST OF THE NORTHEAST RAIL, 176 FEET
 GC1749'EAST OF THE SOUTHEAST CORNER OF A CONCRETE PORCH ON A FRAME
 GC1749'HOUSE, 38 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 4-X
 GC1749'8-FOOT ROCK OUTCROP, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT
 GC1749'2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 GC1749'CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0147 ***********************************************************************
 HB0147  DESIGNATION -  C 136
 HB0147  PID         -  HB0147
 HB0147  STATE/COUNTY-  KY/CALDWELL
 HB0147  USGS QUAD   -  FREDONIA (1954)
 HB0147
 HB0147                         *CURRENT SURVEY CONTROL
 HB0147  ___________________________________________________________________
 HB0147* NAD 83(1986)-  37 11 29.     (N)    088 02 32.     (W)     SCALED    
 HB0147* NAVD 88     -       133.196  (meters)     436.99   (feet)  ADJUSTED  
 HB0147  ___________________________________________________________________
 HB0147  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HB0147  DYNAMIC HT  -         133.096 (meters)     436.67  (feet)  COMP
 HB0147  MODELED GRAV-     979,880.5   (mgal)                       NAVD 88
 HB0147
 HB0147  VERT ORDER  -  FIRST     CLASS II
 HB0147
 HB0147.The horizontal coordinates were scaled from a topographic map and have
 HB0147.an estimated accuracy of +/- 6 seconds.
 HB0147
 HB0147.The orthometric height was determined by differential leveling
 HB0147.and adjusted by the National Geodetic Survey in June 1991..
 HB0147
 HB0147.The geoid height was determined by GEOID03.
 HB0147
 HB0147.The dynamic height is computed by dividing the NAVD 88
 HB0147.geopotential number by the normal gravity value computed on the
 HB0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0147.degrees latitude (g = 980.6199 gals.).
 HB0147
 HB0147.The modeled gravity was interpolated from observed gravity values.
 HB0147
 HB0147;                    North         East    Units  Estimated Accuracy
 HB0147;SPC KY1Z     - 1,097,730.    1,296,500.      MT  (+/- 180 meters Scaled)
 HB0147
 HB0147                          SUPERSEDED SURVEY CONTROL
 HB0147
 HB0147  NGVD 29 (??/??/??)  133.276  (m)          437.26   (f) ADJUSTED    1 2
 HB0147
 HB0147.Superseded values are not recommended for survey control.
 HB0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0147.See file dsdata.txt to determine how the superseded data were derived.
 HB0147
 HB0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG074166(NAD 83)
 HB0147_MARKER: DB = BENCH MARK DISK
 HB0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0147_STAMPING: C 136 1949
 HB0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0147+STABILITY: SURFACE MOTION
 HB0147
 HB0147  HISTORY     - Date     Condition        Report By
 HB0147  HISTORY     - 1949     MONUMENTED       CGS
 HB0147
 HB0147                          STATION DESCRIPTION
 HB0147
 HB0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0147'1.4 MI SE FROM FREDONIA.
 HB0147'1.45 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0147'STATION AT FREDONIA, ABOUT 0.1 MILE SOUTHEAST OF TRESTLE NO.
 HB0147'JE 87-6, AT A FIELD ROAD CROSSING, 37 FEET SOUTHWEST OF THE
 HB0147'SOUTHWEST RAIL, 1 FOOT NORTHEAST OF THE R/W FENCE LINE, 11 FEET
 HB0147'SOUTHEAST OF THE SOUTHEAST GATE POST IN FENCE LINE, 44 FEET SOUTH
 HB0147'OF THE CENTER OF THE CROSSING, 17 FEET SOUTHEAST OF THE CENTER
 HB0147'LINE OF THE FIELD ROAD, 2 FEET SOUTHEAST OF A WHITE WOODEN
 HB0147'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HB0147'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0724 ***********************************************************************
 HZ0724  DESIGNATION -  C 137
 HZ0724  PID         -  HZ0724
 HZ0724  STATE/COUNTY-  KY/GRANT
 HZ0724  USGS QUAD   -  MASON (1976)
 HZ0724
 HZ0724                         *CURRENT SURVEY CONTROL
 HZ0724  ___________________________________________________________________
 HZ0724* NAD 83(1986)-  38 30 24.     (N)    084 33 44.     (W)     SCALED    
 HZ0724* NAVD 88     -       280.393  (meters)     919.92   (feet)  ADJUSTED  
 HZ0724  ___________________________________________________________________
 HZ0724  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HZ0724  DYNAMIC HT  -         280.196 (meters)     919.28  (feet)  COMP
 HZ0724  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 HZ0724
 HZ0724  VERT ORDER  -  FIRST     CLASS II
 HZ0724
 HZ0724.The horizontal coordinates were scaled from a topographic map and have
 HZ0724.an estimated accuracy of +/- 6 seconds.
 HZ0724
 HZ0724.The orthometric height was determined by differential leveling
 HZ0724.and adjusted by the National Geodetic Survey in June 1991..
 HZ0724
 HZ0724.The geoid height was determined by GEOID03.
 HZ0724
 HZ0724.The dynamic height is computed by dividing the NAVD 88
 HZ0724.geopotential number by the normal gravity value computed on the
 HZ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0724.degrees latitude (g = 980.6199 gals.).
 HZ0724
 HZ0724.The modeled gravity was interpolated from observed gravity values.
 HZ0724
 HZ0724;                    North         East    Units  Estimated Accuracy
 HZ0724;SPC KY1Z     - 1,241,870.    1,603,600.      MT  (+/- 180 meters Scaled)
 HZ0724
 HZ0724                          SUPERSEDED SURVEY CONTROL
 HZ0724
 HZ0724  NGVD 29 (??/??/92)  280.559  (m)          920.47   (f) ADJ UNCH    1 2
 HZ0724
 HZ0724.Superseded values are not recommended for survey control.
 HZ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0724.See file dsdata.txt to determine how the superseded data were derived.
 HZ0724
 HZ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH125648(NAD 83)
 HZ0724_MARKER: DB = BENCH MARK DISK
 HZ0724_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HZ0724+WITH SETTING: PAVEMENT
 HZ0724_SP_SET: CATCH BASIN
 HZ0724_STAMPING: C 137 1949
 HZ0724_MARK LOGO: CGS   
 HZ0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0724+STABILITY: SURFACE MOTION
 HZ0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0724+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 HZ0724
 HZ0724  HISTORY     - Date     Condition        Report By
 HZ0724  HISTORY     - 1949     MONUMENTED       CGS
 HZ0724  HISTORY     - 1964     GOOD             NGS
 HZ0724  HISTORY     - 1985     GOOD             NGS
 HZ0724  HISTORY     - 20021003 GOOD             KYDT
 HZ0724
 HZ0724                          STATION DESCRIPTION
 HZ0724
 HZ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0724'0.8 MI N FROM CORINTH.
 HZ0724'0.85 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0724'CORINTH, ABOUT 0.2 MILE NORTH OF MILE POST 48, ABOUT 90 YARDS
 HZ0724'NORTH OF WOODEN OVERPASS NO. 47.8 OVER THE TRACKS, 11.5 FEET
 HZ0724'EAST OF THE EAST RAIL OF THE EAST TRACK, IN A RAILWAY CUT,
 HZ0724'SET IN THE TOP OF THE NORTHWEST CORNER OF A 4-FOOT CONCRETE
 HZ0724'CATCH BASIN AND ABOUT 3 FEET BELOW THE TRACK.  NOTE-- THE DISK
 HZ0724'HAS BEEN MUTILATED AND IS UNREADABLE BUT SOLIDLY IN PLACE AND
 HZ0724'SHOULD BE CONSIDERED A GOOD MARK.
 HZ0724
 HZ0724                          STATION RECOVERY (1964)
 HZ0724
 HZ0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0724'RECOVERED IN GOOD CONDITION.
 HZ0724
 HZ0724                          STATION RECOVERY (1985)
 HZ0724
 HZ0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0724'RECOVERED IN GOOD CONDITION, THE 1964 DESCRIPTION IS ADEQUATE EXCEPT
 HZ0724'CHANGE TO REACH TO READ--0.6 KM (0.4 MI) NORTHWEST ALONG U.S. HIGHWAY
 HZ0724'25 FROM THE JUNCTION OF STATE HIGHWAY 330 IN CORINTH, THENCE 0.5 KM
 HZ0724'(0.3 MI) NORTHEAST ALONG BLANCHET ROAD TO A WOODEN OVERPASS OVER THE
 HZ0724'SOUTHERN RAILROAD, THENCE 0.08 KM (0.05 MI) NORTHWEST ALONG THE
 HZ0724'SOUTHERN RAILROAD TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHWEST
 HZ0724'CORNER OF A 4-FOOT CONCRETE CATCH BASIN.
 HZ0724
 HZ0724                          STATION RECOVERY (2002)
 HZ0724
 HZ0724'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0157 ***********************************************************************
 HB0157  DESIGNATION -  C 138
 HB0157  PID         -  HB0157
 HB0157  STATE/COUNTY-  KY/CRITTENDEN
 HB0157  USGS QUAD   -  DYCUSBURG (1973)
 HB0157
 HB0157                         *CURRENT SURVEY CONTROL
 HB0157  ___________________________________________________________________
 HB0157* NAD 83(1986)-  37 11 01.     (N)    088 09 58.     (W)     SCALED    
 HB0157* NAVD 88     -       144.656  (meters)     474.59   (feet)  ADJUSTED  
 HB0157  ___________________________________________________________________
 HB0157  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 HB0157  DYNAMIC HT  -         144.549 (meters)     474.24  (feet)  COMP
 HB0157  MODELED GRAV-     979,887.8   (mgal)                       NAVD 88
 HB0157
 HB0157  VERT ORDER  -  FIRST     CLASS II
 HB0157
 HB0157.The horizontal coordinates were scaled from a topographic map and have
 HB0157.an estimated accuracy of +/- 6 seconds.
 HB0157
 HB0157.The orthometric height was determined by differential leveling
 HB0157.and adjusted by the National Geodetic Survey in June 1991..
 HB0157
 HB0157.The geoid height was determined by GEOID03.
 HB0157
 HB0157.The dynamic height is computed by dividing the NAVD 88
 HB0157.geopotential number by the normal gravity value computed on the
 HB0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0157.degrees latitude (g = 980.6199 gals.).
 HB0157
 HB0157.The modeled gravity was interpolated from observed gravity values.
 HB0157
 HB0157;                    North         East    Units  Estimated Accuracy
 HB0157;SPC KY1Z     - 1,097,150.    1,285,490.      MT  (+/- 180 meters Scaled)
 HB0157
 HB0157                          SUPERSEDED SURVEY CONTROL
 HB0157
 HB0157  NGVD 29 (??/??/??)  144.731  (m)          474.84   (f) ADJUSTED    1 2
 HB0157
 HB0157.Superseded values are not recommended for survey control.
 HB0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0157.See file dsdata.txt to determine how the superseded data were derived.
 HB0157
 HB0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG964158(NAD 83)
 HB0157_MARKER: DB = BENCH MARK DISK
 HB0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0157_STAMPING: C 138 1949
 HB0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0157+STABILITY: SURFACE MOTION
 HB0157
 HB0157  HISTORY     - Date     Condition        Report By
 HB0157  HISTORY     - 1949     MONUMENTED       CGS
 HB0157
 HB0157                          STATION DESCRIPTION
 HB0157
 HB0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0157'2.3 MI NE FROM DYCUSBURG.
 HB0157'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF
 HB0157'STATE HIGHWAY 295 AT DYCUSBURG, NEAR THE TOP OF A GRADE, AT AN
 HB0157'IMITATION BROWN BRICK HOUSE, ABOUT 0.15 MILE NORTH OF A SWAMPY
 HB0157'AREA ALONG HIGHWAY, 176 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 HB0157'OF THE HOUSE, 117 FEET SOUTH AND ACROSS THE DRIVE TO HOUSE FROM
 HB0157'A POWER POLE, 103 FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 35
 HB0157'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET WEST OF A
 HB0157'FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE LINE, 1 1/2 FEET EAST
 HB0157'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY
 HB0157'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0111 ***********************************************************************
 HB0111  DESIGNATION -  C 139
 HB0111  PID         -  HB0111
 HB0111  STATE/COUNTY-  KY/CRITTENDEN
 HB0111  USGS QUAD   -  REPTON (1996)
 HB0111
 HB0111                         *CURRENT SURVEY CONTROL
 HB0111  ___________________________________________________________________
 HB0111* NAD 83(1986)-  37 24 15.     (N)    088 00 38.     (W)     SCALED    
 HB0111* NAVD 88     -       156.673  (meters)     514.02   (feet)  ADJUSTED  
 HB0111  ___________________________________________________________________
 HB0111  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HB0111  DYNAMIC HT  -         156.559 (meters)     513.64  (feet)  COMP
 HB0111  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 HB0111
 HB0111  VERT ORDER  -  FIRST     CLASS II
 HB0111
 HB0111.The horizontal coordinates were scaled from a topographic map and have
 HB0111.an estimated accuracy of +/- 6 seconds.
 HB0111
 HB0111.The orthometric height was determined by differential leveling
 HB0111.and adjusted by the National Geodetic Survey in June 1991..
 HB0111
 HB0111.The geoid height was determined by GEOID03.
 HB0111
 HB0111.The dynamic height is computed by dividing the NAVD 88
 HB0111.geopotential number by the normal gravity value computed on the
 HB0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0111.degrees latitude (g = 980.6199 gals.).
 HB0111
 HB0111.The modeled gravity was interpolated from observed gravity values.
 HB0111
 HB0111;                    North         East    Units  Estimated Accuracy
 HB0111;SPC KY1Z     - 1,121,270.    1,299,890.      MT  (+/- 180 meters Scaled)
 HB0111
 HB0111                          SUPERSEDED SURVEY CONTROL
 HB0111
 HB0111  NGVD 29 (??/??/??)  156.758  (m)          514.30   (f) ADJUSTED    1 2
 HB0111
 HB0111.Superseded values are not recommended for survey control.
 HB0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0111.See file dsdata.txt to determine how the superseded data were derived.
 HB0111
 HB0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG105401(NAD 83)
 HB0111_MARKER: DB = BENCH MARK DISK
 HB0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0111_STAMPING: C 139 1949
 HB0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0111+STABILITY: SURFACE MOTION
 HB0111
 HB0111  HISTORY     - Date     Condition        Report By
 HB0111  HISTORY     - 1949     MONUMENTED       CGS
 HB0111  HISTORY     - 1985     MARK NOT FOUND   NGS
 HB0111
 HB0111                          STATION DESCRIPTION
 HB0111
 HB0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0111'6.6 MI NE FROM MARION.
 HB0111'6.65 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0111'STATION AT MARION, ABOUT 5.75 MILES SOUTHWEST OF THE STATION AT
 HB0111'BLACKFORD, WEBSTER COUNTY, ABOUT 1.15 MILES NORTHEAST OF THE
 HB0111'STATION AND ROAD CROSSING AT LIFTON, AT A ROAD CROSSING, 179 FEET
 HB0111'NORTH-NORTHWEST OF MILE POST E 68, 51 FEET WEST-NORTHWEST OF THE
 HB0111'CENTER OF THE CROSSING, 45 FEET WEST OF THE WEST RAIL, 14 FEET
 HB0111'WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTHEAST OF
 HB0111'TELEPHONE POLE NO. 2063, 1 1/2 FEET EAST OF A FENCE LINE, 1 1/2
 HB0111'FEET NORTH OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE TRACK
 HB0111'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HB0111
 HB0111                          STATION RECOVERY (1985)
 HB0111
 HB0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0111'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1851 ***********************************************************************
 GY1851  DESIGNATION -  C 14
 GY1851  PID         -  GY1851
 GY1851  STATE/COUNTY-  KY/BREATHITT
 GY1851  USGS QUAD   -  QUICKSAND (1976)
 GY1851
 GY1851                         *CURRENT SURVEY CONTROL
 GY1851  ___________________________________________________________________
 GY1851* NAD 83(1986)-  37 32 40.     (N)    083 22 22.     (W)     SCALED    
 GY1851* NAVD 88     -       227.006  (meters)     744.77   (feet)  ADJUSTED  
 GY1851  ___________________________________________________________________
 GY1851  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GY1851  DYNAMIC HT  -         226.832 (meters)     744.20  (feet)  COMP
 GY1851  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 GY1851
 GY1851  VERT ORDER  -  FIRST     CLASS I
 GY1851
 GY1851.The horizontal coordinates were scaled from a topographic map and have
 GY1851.an estimated accuracy of +/- 6 seconds.
 GY1851
 GY1851.The orthometric height was determined by differential leveling
 GY1851.and adjusted by the National Geodetic Survey in June 1991..
 GY1851
 GY1851.The geoid height was determined by GEOID03.
 GY1851
 GY1851.The dynamic height is computed by dividing the NAVD 88
 GY1851.geopotential number by the normal gravity value computed on the
 GY1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1851.degrees latitude (g = 980.6199 gals.).
 GY1851
 GY1851.The modeled gravity was interpolated from observed gravity values.
 GY1851
 GY1851;                    North         East    Units  Estimated Accuracy
 GY1851;SPC KY1Z     - 1,137,090.    1,710,040.      MT  (+/- 180 meters Scaled)
 GY1851
 GY1851                          SUPERSEDED SURVEY CONTROL
 GY1851
 GY1851  NGVD 29 (??/??/92)  227.162  (m)          745.28   (f) ADJ UNCH    1 1
 GY1851
 GY1851.Superseded values are not recommended for survey control.
 GY1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1851.See file dsdata.txt to determine how the superseded data were derived.
 GY1851
 GY1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB903579(NAD 83)
 GY1851_MARKER: DB = BENCH MARK DISK
 GY1851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1851_SP_SET: FOUNDATION
 GY1851_STAMPING: C 14 1930 745.281
 GY1851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1851
 GY1851  HISTORY     - Date     Condition        Report By
 GY1851  HISTORY     - 1930     MONUMENTED       CGS
 GY1851  HISTORY     - 1967     GOOD             NGS
 GY1851  HISTORY     - 19960430 MARK NOT FOUND   KYDT
 GY1851
 GY1851                          STATION DESCRIPTION
 GY1851
 GY1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1851'0.7 MI SE FROM JACKSON.
 GY1851'ABOUT 0.7 MILE SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1851'RAILROAD FROM THE STATION AT JACKSON, 1 1/2 FEET NORTHEAST OF
 GY1851'THE NORTHEAST RAIL OF THE MAIN TRACK, 8 1/2 FEET SOUTHWEST OF THE
 GY1851'SOUTHWEST RAIL OF A SIDETRACK, SET IN THE TOP AND 4 FEET
 GY1851'NORTHWEST OF THE SOUTH CORNER OF AN ABANDONED CONCRETE FOUNDATION
 GY1851'FOR A WATER CRANE, 40 FEET SOUTHEAST AND ACROSS THE TRACK FROM
 GY1851'THE MOST SOUTHEASTERLY OF A ROW OF RAILS WHICH ARE DRIVEN
 GY1851'VERTICALLY INTO THE GROUND, 28 1/2 FEET NORTHEAST AND ACROSS THE
 GY1851'TRACK FROM A TELEPHONE POLE WHICH BEARS A LINE THAT CROSSES THE
 GY1851'TRACKS, 16.1 FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT
 GY1851'1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GY1851
 GY1851                          STATION RECOVERY (1996)
 GY1851
 GY1851'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0079 ***********************************************************************
 HB0079  DESIGNATION -  C 140
 HB0079  PID         -  HB0079
 HB0079  STATE/COUNTY-  KY/UNION
 HB0079  USGS QUAD   -  DEKOVEN (1996)
 HB0079
 HB0079                         *CURRENT SURVEY CONTROL
 HB0079  ___________________________________________________________________
 HB0079* NAD 83(1986)-  37 35 47.     (N)    088 05 01.     (W)     SCALED    
 HB0079* NAVD 88     -       112.140  (meters)     367.91   (feet)  ADJUSTED  
 HB0079  ___________________________________________________________________
 HB0079  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HB0079  DYNAMIC HT  -         112.060 (meters)     367.65  (feet)  COMP
 HB0079  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 HB0079
 HB0079  VERT ORDER  -  FIRST     CLASS II
 HB0079
 HB0079.The horizontal coordinates were scaled from a topographic map and have
 HB0079.an estimated accuracy of +/- 6 seconds.
 HB0079
 HB0079.The orthometric height was determined by differential leveling
 HB0079.and adjusted by the National Geodetic Survey in June 1991..
 HB0079
 HB0079.The geoid height was determined by GEOID03.
 HB0079
 HB0079.The dynamic height is computed by dividing the NAVD 88
 HB0079.geopotential number by the normal gravity value computed on the
 HB0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0079.degrees latitude (g = 980.6199 gals.).
 HB0079
 HB0079.The modeled gravity was interpolated from observed gravity values.
 HB0079
 HB0079;                    North         East    Units  Estimated Accuracy
 HB0079;SPC KY1Z     - 1,142,750.    1,293,950.      MT  (+/- 180 meters Scaled)
 HB0079
 HB0079                          SUPERSEDED SURVEY CONTROL
 HB0079
 HB0079  NGVD 29 (??/??/??)  112.236  (m)          368.23   (f) ADJUSTED    1 2
 HB0079
 HB0079.Superseded values are not recommended for survey control.
 HB0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0079.See file dsdata.txt to determine how the superseded data were derived.
 HB0079
 HB0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG043615(NAD 83)
 HB0079_MARKER: DB = BENCH MARK DISK
 HB0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0079_STAMPING: C 140 1949
 HB0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0079+STABILITY: SURFACE MOTION
 HB0079
 HB0079  HISTORY     - Date     Condition        Report By
 HB0079  HISTORY     - 1949     MONUMENTED       CGS
 HB0079  HISTORY     - 1954     GOOD             CGS
 HB0079
 HB0079                          STATION DESCRIPTION
 HB0079
 HB0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0079'8.2 MI NW FROM STURGIS.
 HB0079'ABOUT 8.2 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0079'FROM THE STATION AT STURGIS, ABOUT 1.0 MILE NORTHWEST OF ANVIL
 HB0079'ROCK, AT A ROAD CROSSING, 52 FEET SOUTHWEST OF THE CENTER OF THE
 HB0079'CROSSING, 44 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 HB0079'29 1/2 FEET WEST OF THE WEST RAIL, 5 1/2 FEET EAST-SOUTHEAST OF
 HB0079'A FENCE CORNER, 90 FEET NORTH-NORTHEAST OF A TELEPHONE POLE,
 HB0079'1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW
 HB0079'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 HB0079'INCHES.
 HB0079
 HB0079                          STATION RECOVERY (1954)
 HB0079
 HB0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 HB0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0970 ***********************************************************************
 HZ0970  DESIGNATION -  C 141
 HZ0970  PID         -  HZ0970
 HZ0970  STATE/COUNTY-  KY/HENRY
 HZ0970  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ0970
 HZ0970                         *CURRENT SURVEY CONTROL
 HZ0970  ___________________________________________________________________
 HZ0970* NAD 83(1986)-  38 35 02.     (N)    085 10 17.     (W)     SCALED    
 HZ0970* NAVD 88     -       193.601  (meters)     635.17   (feet)  ADJUSTED  
 HZ0970  ___________________________________________________________________
 HZ0970  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HZ0970  DYNAMIC HT  -         193.472 (meters)     634.75  (feet)  COMP
 HZ0970  MODELED GRAV-     979,959.5   (mgal)                       NAVD 88
 HZ0970
 HZ0970  VERT ORDER  -  SECOND    CLASS 0
 HZ0970
 HZ0970.The horizontal coordinates were scaled from a topographic map and have
 HZ0970.an estimated accuracy of +/- 6 seconds.
 HZ0970
 HZ0970.The orthometric height was determined by differential leveling
 HZ0970.and adjusted by the National Geodetic Survey in June 1991..
 HZ0970
 HZ0970.The geoid height was determined by GEOID03.
 HZ0970
 HZ0970.The dynamic height is computed by dividing the NAVD 88
 HZ0970.geopotential number by the normal gravity value computed on the
 HZ0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0970.degrees latitude (g = 980.6199 gals.).
 HZ0970
 HZ0970.The modeled gravity was interpolated from observed gravity values.
 HZ0970
 HZ0970;                    North         East    Units  Estimated Accuracy
 HZ0970;SPC KY1Z     - 1,249,940.    1,550,410.      MT  (+/- 180 meters Scaled)
 HZ0970
 HZ0970                          SUPERSEDED SURVEY CONTROL
 HZ0970
 HZ0970  NGVD 29 (??/??/92)  193.797  (m)          635.82   (f) ADJ UNCH    2 0
 HZ0970
 HZ0970.Superseded values are not recommended for survey control.
 HZ0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0970.See file dsdata.txt to determine how the superseded data were derived.
 HZ0970
 HZ0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH592721(NAD 83)
 HZ0970_MARKER: DB = BENCH MARK DISK
 HZ0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0970_STAMPING: C 141 1949
 HZ0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0970+STABILITY: SURFACE MOTION
 HZ0970
 HZ0970  HISTORY     - Date     Condition        Report By
 HZ0970  HISTORY     - 1949     MONUMENTED       CGS
 HZ0970  HISTORY     - 1964     GOOD             NGS
 HZ0970
 HZ0970                          STATION DESCRIPTION
 HZ0970
 HZ0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0970'2.1 MI NE FROM TURNERS.
 HZ0970'2.1 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0970'FROM THE STATION AT TURNERS, AT A DIM ROAD CROSSING, 158 FEET
 HZ0970'NORTH OF MILE POST 46, 57 FEET SOUTH AND ACROSS THE ROAD FROM A
 HZ0970'TELEPHONE POLE, 50 FEET SOUTHEAST OF THE CENTER OF THE CROSSING,
 HZ0970'43 FEET EAST OF THE EAST RAIL, 42 FEET SOUTHEAST OF THE CENTER LINE
 HZ0970'OF THE DIM ROAD, 4 FEET WEST OF A FENCE LINE, 1 1/2 FEET SOUTH
 HZ0970'OF A WHITE WOODEN WITNESS POST, ABOUT 8 FEET ABOVE THE TRACK AND
 HZ0970'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0970
 HZ0970                          STATION RECOVERY (1964)
 HZ0970
 HZ0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0642 ***********************************************************************
 JZ0642  DESIGNATION -  C 142
 JZ0642  PID         -  JZ0642
 JZ0642  STATE/COUNTY-  KY/KENTON
 JZ0642  USGS QUAD   -  COVINGTON (1987)
 JZ0642
 JZ0642                         *CURRENT SURVEY CONTROL
 JZ0642  ___________________________________________________________________
 JZ0642* NAD 83(1986)-  39 05 20.     (N)    084 31 35.     (W)     SCALED    
 JZ0642* NAVD 88     -       152.333  (meters)     499.78   (feet)  ADJUSTED  
 JZ0642  ___________________________________________________________________
 JZ0642  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0642  DYNAMIC HT  -         152.237 (meters)     499.46  (feet)  COMP
 JZ0642  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JZ0642
 JZ0642  VERT ORDER  -  FIRST     CLASS II
 JZ0642
 JZ0642.The horizontal coordinates were scaled from a topographic map and have
 JZ0642.an estimated accuracy of +/- 6 seconds.
 JZ0642
 JZ0642.The orthometric height was determined by differential leveling
 JZ0642.and adjusted by the National Geodetic Survey in June 1991..
 JZ0642
 JZ0642.The geoid height was determined by GEOID03.
 JZ0642
 JZ0642.The dynamic height is computed by dividing the NAVD 88
 JZ0642.geopotential number by the normal gravity value computed on the
 JZ0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0642.degrees latitude (g = 980.6199 gals.).
 JZ0642
 JZ0642.The modeled gravity was interpolated from observed gravity values.
 JZ0642
 JZ0642;                    North         East    Units  Estimated Accuracy
 JZ0642;SPC KY1Z     - 1,306,540.    1,605,880.      MT  (+/- 180 meters Scaled)
 JZ0642
 JZ0642                          SUPERSEDED SURVEY CONTROL
 JZ0642
 JZ0642  NGVD 29 (??/??/92)  152.566  (m)          500.54   (f) ADJ UNCH    1 2
 JZ0642
 JZ0642.Superseded values are not recommended for survey control.
 JZ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0642.See file dsdata.txt to determine how the superseded data were derived.
 JZ0642
 JZ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ139295(NAD 83)
 JZ0642_MARKER: DB = BENCH MARK DISK
 JZ0642_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JZ0642_SP_SET: FLOOD WALL
 JZ0642_STAMPING: C 142 1949
 JZ0642_MARK LOGO: CGS   
 JZ0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ0642+STABILITY: POSITION/ELEVATION WELL
 JZ0642
 JZ0642  HISTORY     - Date     Condition        Report By
 JZ0642  HISTORY     - 1949     MONUMENTED       CGS
 JZ0642  HISTORY     - 1972     GOOD             NGS
 JZ0642  HISTORY     - 1976     GOOD             NGS
 JZ0642  HISTORY     - 1985     GOOD             NGS
 JZ0642  HISTORY     - 20060601 GOOD             GEOCAC
 JZ0642
 JZ0642                          STATION DESCRIPTION
 JZ0642
 JZ0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JZ0642'AT WEST COVINGTON.
 JZ0642'AT WEST COVINGTON, ABOUT 78 YDS NW OF THE JUNCTION OF STATE
 JZ0642'HIGHWAY 20 AND WESTERN AVE., SET VERTICALLY AND 1.5 FT ABOVE THE
 JZ0642'GROUND IN THE NW FACE OF THE NW END OF A 14 FT CONCRETE FLOODWALL,
 JZ0642'AT THE 2ND ST GATE OF THE FLOODWALL AND 20 FT NE OF THE CENTER
 JZ0642'LINE OF HIGHWAY 20.
 JZ0642
 JZ0642                          STATION RECOVERY (1972)
 JZ0642
 JZ0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JZ0642'RECOVERED IN GOOD CONDITION.
 JZ0642
 JZ0642                          STATION RECOVERY (1976)
 JZ0642
 JZ0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JZ0642'RECOVERED IN GOOD CONDITION.
 JZ0642
 JZ0642                          STATION RECOVERY (1985)
 JZ0642
 JZ0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0642'RECOVERED IN GOOD CONDITION.
 JZ0642
 JZ0642                          STATION RECOVERY (2006)
 JZ0642
 JZ0642'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ0642'MARK FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0661 ***********************************************************************
 HZ0661  DESIGNATION -  C 143
 HZ0661  PID         -  HZ0661
 HZ0661  STATE/COUNTY-  KY/BOONE
 HZ0661  USGS QUAD   -  INDEPENDENCE (1981)
 HZ0661
 HZ0661                         *CURRENT SURVEY CONTROL
 HZ0661  ___________________________________________________________________
 HZ0661* NAD 83(1986)-  38 58 35.     (N)    084 36 44.     (W)     SCALED    
 HZ0661* NAVD 88     -       276.883  (meters)     908.41   (feet)  ADJUSTED  
 HZ0661  ___________________________________________________________________
 HZ0661  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0661  DYNAMIC HT  -         276.704 (meters)     907.82  (feet)  COMP
 HZ0661  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 HZ0661
 HZ0661  VERT ORDER  -  FIRST     CLASS II
 HZ0661
 HZ0661.The horizontal coordinates were scaled from a topographic map and have
 HZ0661.an estimated accuracy of +/- 6 seconds.
 HZ0661
 HZ0661.The orthometric height was determined by differential leveling
 HZ0661.and adjusted by the National Geodetic Survey in June 1991..
 HZ0661.WARNING-Repeat measurements at this control monument indicate possible
 HZ0661.vertical movement.
 HZ0661
 HZ0661.The geoid height was determined by GEOID03.
 HZ0661
 HZ0661.The dynamic height is computed by dividing the NAVD 88
 HZ0661.geopotential number by the normal gravity value computed on the
 HZ0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0661.degrees latitude (g = 980.6199 gals.).
 HZ0661
 HZ0661.The modeled gravity was interpolated from observed gravity values.
 HZ0661
 HZ0661;                    North         East    Units  Estimated Accuracy
 HZ0661;SPC KY1Z     - 1,293,950.    1,598,600.      MT  (+/- 180 meters Scaled)
 HZ0661
 HZ0661                          SUPERSEDED SURVEY CONTROL
 HZ0661
 HZ0661  NGVD 29 (??/??/92)  277.038  (m)          908.92   (f) ADJ UNCH    1 2
 HZ0661
 HZ0661.Superseded values are not recommended for survey control.
 HZ0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0661.See file dsdata.txt to determine how the superseded data were derived.
 HZ0661
 HZ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ068168(NAD 83)
 HZ0661_MARKER: DB = BENCH MARK DISK
 HZ0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0661_SP_SET: CONCRETE POST
 HZ0661_STAMPING: C 143 1949
 HZ0661_MARK LOGO: CGS   
 HZ0661_PROJECTION: PROJECTING 10 CENTIMETERS
 HZ0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0661+STABILITY: SURFACE MOTION
 HZ0661
 HZ0661  HISTORY     - Date     Condition        Report By
 HZ0661  HISTORY     - 1949     MONUMENTED       CGS
 HZ0661  HISTORY     - 1964     GOOD             NGS
 HZ0661  HISTORY     - 1978     MARK NOT FOUND   USGS
 HZ0661  HISTORY     - 1985     GOOD             NGS
 HZ0661
 HZ0661                          STATION DESCRIPTION
 HZ0661
 HZ0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0661'3.1 MI S FROM ERLANGER.
 HZ0661'3.1 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0661'ERLANGER, ABOUT 0.1 MILE NORTH OF MILE POST 13, NEAR THE
 HZ0661'KENTON-BOONE COUNTY LINE, AT A PRIVATE PASTURE ROAD CROSSING,
 HZ0661'ABOUT 60 YARDS SOUTH OF THE NORTH END OF CURVE AND AT THE
 HZ0661'OUTSIDE OF THE CURVE, 54.5 FEET NORTH OF A POWER LINE POLE, 37
 HZ0661'FEET NORTH OF THE NORTH GATE POST, 35 FEET WEST OF THE WEST
 HZ0661'RAIL OF THE WEST TRACK, 42 FEET WEST-NORTHWEST OF THE CENTER OF
 HZ0661'THE WEST TRACK CROSSING, 1 FOOT EAST OF THE R/W FENCE, 2 FEET
 HZ0661'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE
 HZ0661'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0661'4 INCHES.  NOTE-- THE MARK IS 48 FEET WEST OF THE WEST TRACK OF THE
 HZ0661'RAILROAD AND THE WHITE POST IS NO LONGER THERE.
 HZ0661
 HZ0661                          STATION RECOVERY (1964)
 HZ0661
 HZ0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0661'RECOVERED IN GOOD CONDITION.
 HZ0661
 HZ0661                          STATION RECOVERY (1978)
 HZ0661
 HZ0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HZ0661'MARK NOT FOUND.
 HZ0661
 HZ0661                          STATION RECOVERY (1985)
 HZ0661
 HZ0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0661'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 1.1 KM (0.7 MI)
 HZ0661'EAST-NORTHEAST ALONG STATE HIGHWAY 1829 FROM THE INTERSECTION OF U.S.
 HZ0661'HIGHWAY 25 IN FLORENCE, THENCE 0.3 KM (0.2 MI) SOUTHWEST ALONG HOLTON
 HZ0661'ROAD TO A PAVED ROAD ON THE NORTH SIDE OF THE CAMCO COMPANY, THENCE
 HZ0661'0.2 KM (0.1 MI) WEST ALONG PAVED ROAD TO ITS END AND THE SOUTHERN
 HZ0661'RAILROAD, THENCE 0.08 KM (0.05 MI) NORTHEAST ALONG THE SOUTHERN
 HZ0661'RAILROAD TO THE MARK ON THE LEFT AND AT THE OUTSIDE OF A CURVE, ABOUT
 HZ0661'0.2 KM (0.1 MI) NORTHEAST OF MILEPOST NO. 13, 14.63 METERS (48.0 FT)
 HZ0661'WEST OF THE WEST RAIL.
 HZ0661'THE MARK IS 1.3 METERS  E FROM  A WITNESS POST
 HZ0661'THE MARK IS 1.52 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0266 ***********************************************************************
 HZ0266  DESIGNATION -  C 144
 HZ0266  PID         -  HZ0266
 HZ0266  STATE/COUNTY-  KY/SCOTT
 HZ0266  USGS QUAD   -  DELAPLAIN (1993)
 HZ0266
 HZ0266                         *CURRENT SURVEY CONTROL
 HZ0266  ___________________________________________________________________
 HZ0266* NAD 83(1986)-  38 15 09.     (N)    084 33 21.     (W)     SCALED    
 HZ0266* NAVD 88     -       254.210  (meters)     834.02   (feet)  ADJUSTED  
 HZ0266  ___________________________________________________________________
 HZ0266  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ0266  DYNAMIC HT  -         254.026 (meters)     833.42  (feet)  COMP
 HZ0266  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 HZ0266
 HZ0266  VERT ORDER  -  FIRST     CLASS II
 HZ0266
 HZ0266.The horizontal coordinates were scaled from a topographic map and have
 HZ0266.an estimated accuracy of +/- 6 seconds.
 HZ0266
 HZ0266.The orthometric height was determined by differential leveling
 HZ0266.and adjusted by the National Geodetic Survey in June 1991..
 HZ0266
 HZ0266.The geoid height was determined by GEOID03.
 HZ0266
 HZ0266.The dynamic height is computed by dividing the NAVD 88
 HZ0266.geopotential number by the normal gravity value computed on the
 HZ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0266.degrees latitude (g = 980.6199 gals.).
 HZ0266
 HZ0266.The modeled gravity was interpolated from observed gravity values.
 HZ0266
 HZ0266;                    North         East    Units  Estimated Accuracy
 HZ0266;SPC KY1Z     - 1,213,660.    1,604,520.      MT  (+/- 180 meters Scaled)
 HZ0266
 HZ0266                          SUPERSEDED SURVEY CONTROL
 HZ0266
 HZ0266  NGVD 29 (??/??/92)  254.384  (m)          834.59   (f) ADJ UNCH    1 2
 HZ0266
 HZ0266.Superseded values are not recommended for survey control.
 HZ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0266.See file dsdata.txt to determine how the superseded data were derived.
 HZ0266
 HZ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH138366(NAD 83)
 HZ0266_MARKER: DB = BENCH MARK DISK
 HZ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0266_SP_SET: CONCRETE POST
 HZ0266_STAMPING: C 144 1949
 HZ0266_MARK LOGO: CGS   
 HZ0266_PROJECTION: PROJECTING 9 CENTIMETERS
 HZ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0266+STABILITY: SURFACE MOTION
 HZ0266
 HZ0266  HISTORY     - Date     Condition        Report By
 HZ0266  HISTORY     - 1949     MONUMENTED       CGS
 HZ0266  HISTORY     - 1986     GOOD             NGS
 HZ0266
 HZ0266                          STATION DESCRIPTION
 HZ0266
 HZ0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0266'3.2 MI N FROM GEORGETOWN.
 HZ0266'AOUT 3.25 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 HZ0266'AT GEORGETOWN, ABOUT 0.4 MILE NORTH OF MILE POST 67, AT A PRIVATE
 HZ0266'FARM ROAD CROSSING, ABOUT 50 YARDS SOUTH OF THE SOUTH END OF A
 HZ0266'30-FOOT CONCRETE BRIDGE OVER A CREEK BRANCH, 46 FEET EAST OF THE
 HZ0266'EAST RAIL OF THE EAST TRACK, 1 FOOT WEST OF THE R/W FENCE LINE,
 HZ0266'31 FEET SOUTH OF THE SOUTH GATE POST OF GATE ACROSS PRIVATE ROAD,
 HZ0266'66 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE EAST
 HZ0266'TRACK, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET
 HZ0266'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0266'3 INCHES.
 HZ0266
 HZ0266                          STATION RECOVERY (1986)
 HZ0266
 HZ0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ0266'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  5.1 KM (3.2 MI)
 HZ0266'NORTH ALONG U.S. HIGHWAY 25 FROM THE COURTHOUSE IN GEORGETOWN TO A
 HZ0266'SIDE ROAD RIGHT, THENCE 0.4 KM (0.25 MI) EAST ALONG THE BLACKTOP ROAD
 HZ0266'TO A PIPE GATE ON THE LEFT JUST BEFORE REACHING A HOUSE, THENCE 0.5 KM
 HZ0266'(0.35 MI) EAST AND NORTHEAST ALONG A FIELD ROAD PASSING THROUGH TWO
 HZ0266'PIPE GATES TO THE SOUTHERN RAILROAD AND THE MARK ON THE RIGHT, 14.0
 HZ0266'METERS (46.0 FT) EAST OF THE EAST RAIL, 20.1 METERS (66.0 FT)
 HZ0266'SOUTHEAST OF THE CENTER OF THE EAST CROSSING, 10.6 METERS (35.0 FT)
 HZ0266'SOUTH OF THE CENTER OF THE FIELD ROAD.
 HZ0266'THE MARK IS 0.45 METERS  N FROM  A WITNESS POST
 HZ0266'THE MARK IS 0.30 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1862 ***********************************************************************
 HZ1862  DESIGNATION -  C 145 RESET 1978
 HZ1862  PID         -  HZ1862
 HZ1862  STATE/COUNTY-  KY/FAYETTE
 HZ1862  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ1862
 HZ1862                         *CURRENT SURVEY CONTROL
 HZ1862  ___________________________________________________________________
 HZ1862* NAD 83(1986)-  38 02 52.     (N)    084 32 26.     (W)     SCALED    
 HZ1862* NAVD 88     -       278.10   (meters)     912.4    (feet)  RESET     
 HZ1862  ___________________________________________________________________
 HZ1862  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HZ1862
 HZ1862  VERT ORDER  -  THIRD
 HZ1862
 HZ1862.The horizontal coordinates were scaled from a topographic map and have
 HZ1862.an estimated accuracy of +/- 6 seconds.
 HZ1862
 HZ1862.The orthometric height was computed from unverified reset data.
 HZ1862.No vertical observational check was made to the station.
 HZ1862
 HZ1862.The geoid height was determined by GEOID03.
 HZ1862
 HZ1862;                    North         East    Units  Estimated Accuracy
 HZ1862;SPC KY1Z     - 1,190,960.    1,606,150.      MT  (+/- 180 meters Scaled)
 HZ1862
 HZ1862                          SUPERSEDED SURVEY CONTROL
 HZ1862
 HZ1862  NGVD 29 (10/08/05)  278.25   (m)          912.9    (f) RESET       3  
 HZ1862
 HZ1862.Superseded values are not recommended for survey control.
 HZ1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1862.See file dsdata.txt to determine how the superseded data were derived.
 HZ1862
 HZ1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH158139(NAD 83)
 HZ1862_MARKER: DB = BENCH MARK DISK
 HZ1862_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HZ1862_SP_SET: CONCRETE BASE
 HZ1862_STAMPING: C 145 RESET 1978
 HZ1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1862+STABILITY: SURFACE MOTION
 HZ1862
 HZ1862  HISTORY     - Date     Condition        Report By
 HZ1862  HISTORY     - 1978     MONUMENTED       NGS
 HZ1862
 HZ1862                          STATION DESCRIPTION
 HZ1862
 HZ1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 HZ1862'2.1 KM (1.3 MI) WEST FROM LEXINGTON.
 HZ1862'2.1 KM (1.3 MI) WEST ALONG U.S. HIGHWAY 60 (VERSAILLES ROAD) FROM ITS
 HZ1862'OVERPASS OVER THE SOUTHERN RAILROAD IN LEXINGTON, ABOUT 0.3KM (0.2 MI)
 HZ1862'EAST OF THE EAST ENTRANCE TO HILLCREST MEMORIAL PARK CEMETERY,
 HZ1862'6.4 METERS (21.0 FT) SOUTH OF CENTER OF GAS PUMP ISLAND,
 HZ1862'25.9 METERS (85.0 FT) WEST OF THE WEST CURB OF OXFORD CIRCLE, AND
 HZ1862'14.0 METERS (46.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY 60, IN
 HZ1862'TOP OF THE NORTHWEST CORNER OF THE SQUARE CONCRETE
 HZ1862'BASE OF DICK HALLS ASHLAND SERVICE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1141 ***********************************************************************
 HZ1141  DESIGNATION -  C 146
 HZ1141  PID         -  HZ1141
 HZ1141  STATE/COUNTY-  KY/SHELBY
 HZ1141  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1141
 HZ1141                         *CURRENT SURVEY CONTROL
 HZ1141  ___________________________________________________________________
 HZ1141* NAD 83(1986)-  38 13 48.     (N)    085 11 21.     (W)     SCALED    
 HZ1141* NAVD 88     -       221.960  (meters)     728.21   (feet)  ADJUSTED  
 HZ1141  ___________________________________________________________________
 HZ1141  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ1141  DYNAMIC HT  -         221.805 (meters)     727.71  (feet)  COMP
 HZ1141  MODELED GRAV-     979,923.0   (mgal)                       NAVD 88
 HZ1141
 HZ1141  VERT ORDER  -  FIRST     CLASS II
 HZ1141
 HZ1141.The horizontal coordinates were scaled from a topographic map and have
 HZ1141.an estimated accuracy of +/- 6 seconds.
 HZ1141
 HZ1141.The orthometric height was determined by differential leveling
 HZ1141.and adjusted by the National Geodetic Survey in June 1991..
 HZ1141
 HZ1141.The geoid height was determined by GEOID03.
 HZ1141
 HZ1141.The dynamic height is computed by dividing the NAVD 88
 HZ1141.geopotential number by the normal gravity value computed on the
 HZ1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1141.degrees latitude (g = 980.6199 gals.).
 HZ1141
 HZ1141.The modeled gravity was interpolated from observed gravity values.
 HZ1141
 HZ1141;                    North         East    Units  Estimated Accuracy
 HZ1141;SPC KY1Z     - 1,210,650.    1,549,100.      MT  (+/- 180 meters Scaled)
 HZ1141
 HZ1141                          SUPERSEDED SURVEY CONTROL
 HZ1141
 HZ1141  NGVD 29 (??/??/92)  222.112  (m)          728.71   (f) ADJ UNCH    1 2
 HZ1141
 HZ1141.Superseded values are not recommended for survey control.
 HZ1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1141.See file dsdata.txt to determine how the superseded data were derived.
 HZ1141
 HZ1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH584328(NAD 83)
 HZ1141_MARKER: DB = BENCH MARK DISK
 HZ1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1141_STAMPING: C 146 1949
 HZ1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1141+STABILITY: SURFACE MOTION
 HZ1141
 HZ1141  HISTORY     - Date     Condition        Report By
 HZ1141  HISTORY     - 1949     MONUMENTED       CGS
 HZ1141
 HZ1141                          STATION DESCRIPTION
 HZ1141
 HZ1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1141'2.2 MI NE FROM SHELBYVILLE.
 HZ1141'ABOUT 2.15 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1141'RAILROAD FROM THE STATION AT SHELBYVILLE, AT A PRIVATE ROAD
 HZ1141'CROSSING, ABOUT 0.2 MILE EAST OF MILE POST 33, 54 FEET NORTHEAST
 HZ1141'OF THE CENTER OF THE CROSSING, 46 1/2 FEET NORTH OF THE NORTH RAIL,
 HZ1141'23 FEET NORTH-NORTHEAST OF THE EAST END OF AN 18-INCH PIPE
 HZ1141'CULVERT UNDER PRIVATE ROAD, 19 FEET EAST OF THE CENTERLINE OF
 HZ1141'THE PRIVATE ROAD, 12 FEET NORTH OF A FENCE CORNER, 1 FOOT
 HZ1141'WEST OF A FENCE LINE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 HZ1141'POST, ABOUT 1 1/2 FEET BELOW THE TRACK AND SET IN THE TOP
 HZ1141'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0370 ***********************************************************************
 HZ0370  DESIGNATION -  C 147
 HZ0370  PID         -  HZ0370
 HZ0370  STATE/COUNTY-  KY/FRANKLIN
 HZ0370  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0370
 HZ0370                         *CURRENT SURVEY CONTROL
 HZ0370  ___________________________________________________________________
 HZ0370* NAD 83(1986)-  38 12 38.     (N)    084 48 59.     (W)     SCALED    
 HZ0370* NAVD 88     -       224.267  (meters)     735.78   (feet)  ADJUSTED  
 HZ0370  ___________________________________________________________________
 HZ0370  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HZ0370  DYNAMIC HT  -         224.108 (meters)     735.26  (feet)  COMP
 HZ0370  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 HZ0370
 HZ0370  VERT ORDER  -  FIRST     CLASS II
 HZ0370
 HZ0370.The horizontal coordinates were scaled from a topographic map and have
 HZ0370.an estimated accuracy of +/- 6 seconds.
 HZ0370
 HZ0370.The orthometric height was determined by differential leveling
 HZ0370.and adjusted by the National Geodetic Survey in June 1991..
 HZ0370
 HZ0370.The geoid height was determined by GEOID03.
 HZ0370
 HZ0370.The dynamic height is computed by dividing the NAVD 88
 HZ0370.geopotential number by the normal gravity value computed on the
 HZ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0370.degrees latitude (g = 980.6199 gals.).
 HZ0370
 HZ0370.The modeled gravity was interpolated from observed gravity values.
 HZ0370
 HZ0370;                    North         East    Units  Estimated Accuracy
 HZ0370;SPC KY1Z     - 1,208,750.    1,581,760.      MT  (+/- 180 meters Scaled)
 HZ0370
 HZ0370                          SUPERSEDED SURVEY CONTROL
 HZ0370
 HZ0370  NGVD 29 (??/??/92)  224.438  (m)          736.34   (f) ADJ UNCH    1 2
 HZ0370
 HZ0370.Superseded values are not recommended for survey control.
 HZ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0370.See file dsdata.txt to determine how the superseded data were derived.
 HZ0370
 HZ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH911314(NAD 83)
 HZ0370_MARKER: DB = BENCH MARK DISK
 HZ0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0370_STAMPING: C 147 1949
 HZ0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0370+STABILITY: SURFACE MOTION
 HZ0370
 HZ0370  HISTORY     - Date     Condition        Report By
 HZ0370  HISTORY     - 1949     MONUMENTED       CGS
 HZ0370  HISTORY     - 1959     MARK NOT FOUND   NGS
 HZ0370
 HZ0370                          STATION DESCRIPTION
 HZ0370
 HZ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0370'2.4 MI SW FROM ELKHORN.
 HZ0370'ABOUT 1.45 MILES SOUTHWEST ALONG THE FRANKFORT AND CINCINNATI
 HZ0370'RAILROAD FROM THE STATION AT ELKHORN, THENCE ABOUT 0.8 MILE
 HZ0370'SOUTH ALONG A BLACK TOP ROAD, THENCE ABOUT 0.2 MILE EAST ALONG
 HZ0370'U.S. HIGHWAY 460, AT THE ENTRANCE TO SILVER LAKE AIRPORT, 166
 HZ0370'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN HANGAR AND
 HZ0370'ADMINISTRATION BUILDING, 80 FEET SOUTH OF THE CENTER LINE OF THE
 HZ0370'HIGHWAY, 40 FEET SOUTHWEST OF THE WEST END OF A SMALL STONE
 HZ0370'CULVERT UNDER AIRPORT DRIVE, 39 FEET WEST OF THE CENTER LINE
 HZ0370'OF THE DRIVE WAY, 1 FOOT EAST OF A FENCE LINE, 1 1/2 FEET SOUTH
 HZ0370'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE DRIVE
 HZ0370'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 HZ0370
 HZ0370                          STATION RECOVERY (1959)
 HZ0370
 HZ0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 HZ0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0628 ***********************************************************************
 HZ0628  DESIGNATION -  C 148
 HZ0628  PID         -  HZ0628
 HZ0628  STATE/COUNTY-  KY/GALLATIN
 HZ0628  USGS QUAD   -  PATRIOT (1994)
 HZ0628
 HZ0628                         *CURRENT SURVEY CONTROL
 HZ0628  ___________________________________________________________________
 HZ0628* NAD 83(1986)-  38 50 30.     (N)    084 48 39.     (W)     SCALED    
 HZ0628* NAVD 88     -       153.368  (meters)     503.17   (feet)  ADJUSTED  
 HZ0628  ___________________________________________________________________
 HZ0628  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ0628  DYNAMIC HT  -         153.271 (meters)     502.86  (feet)  COMP
 HZ0628  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 HZ0628
 HZ0628  VERT ORDER  -  FIRST     CLASS II
 HZ0628
 HZ0628.The horizontal coordinates were scaled from a topographic map and have
 HZ0628.an estimated accuracy of +/- 6 seconds.
 HZ0628
 HZ0628.The orthometric height was determined by differential leveling
 HZ0628.and adjusted by the National Geodetic Survey in June 1991..
 HZ0628
 HZ0628.The geoid height was determined by GEOID03.
 HZ0628
 HZ0628.The dynamic height is computed by dividing the NAVD 88
 HZ0628.geopotential number by the normal gravity value computed on the
 HZ0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0628.degrees latitude (g = 980.6199 gals.).
 HZ0628
 HZ0628.The modeled gravity was interpolated from observed gravity values.
 HZ0628
 HZ0628;                    North         East    Units  Estimated Accuracy
 HZ0628;SPC KY1Z     - 1,278,810.    1,581,540.      MT  (+/- 180 meters Scaled)
 HZ0628
 HZ0628                          SUPERSEDED SURVEY CONTROL
 HZ0628
 HZ0628  NGVD 29 (??/??/92)  153.571  (m)          503.84   (f) ADJ UNCH    1 2
 HZ0628
 HZ0628.Superseded values are not recommended for survey control.
 HZ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0628.See file dsdata.txt to determine how the superseded data were derived.
 HZ0628
 HZ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ899014(NAD 83)
 HZ0628_MARKER: DB = BENCH MARK DISK
 HZ0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0628_STAMPING: C 148 1949
 HZ0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0628+STABILITY: SURFACE MOTION
 HZ0628
 HZ0628  HISTORY     - Date     Condition        Report By
 HZ0628  HISTORY     - 1949     MONUMENTED       CGS
 HZ0628  HISTORY     - 1964     GOOD             NGS
 HZ0628
 HZ0628                          STATION DESCRIPTION
 HZ0628
 HZ0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0628'10.2 MI NE FROM WARSAW.
 HZ0628'6.3 MILES EAST ALONG U.S. HIGHWAY 42 FROM THE COURT HOUSE AT
 HZ0628'WARSAW, THENCE ABOUT 3.9 MILES NORTH ALONG A PROMINENT GRAVEL
 HZ0628'ROAD, ABOUT 0.1 MILE NORTHEAST OF A TWO STORY WHITE FRAME
 HZ0628'HOUSE, ON THE OUTSIDE OF A CURVE NORTHEAST TO SOUTHEAST, AT A
 HZ0628'POINT WHERE ROAD CURVES SOUTHEAST AWAY FROM THE OHIO RIVER,
 HZ0628'ABOUT 83 YARDS SOUTHEAST OF WATERS EDGE OF OHIO RIVER, 27 FEET
 HZ0628'NORTHWEST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTHWEST OF A
 HZ0628'FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE LINE, 1.5 FEET
 HZ0628'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE
 HZ0628'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0628'3 INCHES.  NOTE-- THE WOODEN WITNESS POST NO LONGER EXISTS AND
 HZ0628'THE MARK IS AT THE EAST EDGE OF A WIRE GAP IN AN EAST-WEST
 HZ0628'FENCE LINE.
 HZ0628
 HZ0628                          STATION RECOVERY (1964)
 HZ0628
 HZ0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0034 ***********************************************************************
 GB0034  DESIGNATION -  C 149
 GB0034  PID         -  GB0034
 GB0034  STATE/COUNTY-  KY/MCCREARY
 GB0034  USGS QUAD   -  WHITLEY CITY (1982)
 GB0034
 GB0034                         *CURRENT SURVEY CONTROL
 GB0034  ___________________________________________________________________
 GB0034* NAD 83(1986)-  36 43 06.     (N)    084 28 19.     (W)     SCALED    
 GB0034* NAVD 88     -       403.882  (meters)    1325.07   (feet)  ADJUSTED  
 GB0034  ___________________________________________________________________
 GB0034  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GB0034  DYNAMIC HT  -         403.557 (meters)    1324.00  (feet)  COMP
 GB0034  MODELED GRAV-     979,813.9   (mgal)                       NAVD 88
 GB0034
 GB0034  VERT ORDER  -  FIRST     CLASS I
 GB0034
 GB0034.The horizontal coordinates were scaled from a topographic map and have
 GB0034.an estimated accuracy of +/- 6 seconds.
 GB0034
 GB0034.The orthometric height was determined by differential leveling
 GB0034.and adjusted by the National Geodetic Survey in June 1991..
 GB0034
 GB0034.The geoid height was determined by GEOID03.
 GB0034
 GB0034.The dynamic height is computed by dividing the NAVD 88
 GB0034.geopotential number by the normal gravity value computed on the
 GB0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0034.degrees latitude (g = 980.6199 gals.).
 GB0034
 GB0034.The modeled gravity was interpolated from observed gravity values.
 GB0034
 GB0034;                    North         East    Units  Estimated Accuracy
 GB0034;SPC KY1Z     - 1,043,510.    1,614,190.      MT  (+/- 180 meters Scaled)
 GB0034
 GB0034                          SUPERSEDED SURVEY CONTROL
 GB0034
 GB0034  NGVD 29 (??/??/92)  404.019  (m)         1325.52   (f) ADJ UNCH    1 1
 GB0034
 GB0034.Superseded values are not recommended for survey control.
 GB0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0034.See file dsdata.txt to determine how the superseded data were derived.
 GB0034
 GB0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF257666(NAD 83)
 GB0034_MARKER: DB = BENCH MARK DISK
 GB0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0034_STAMPING: C 149 1950 1325.519
 GB0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0034+STABILITY: SURFACE MOTION
 GB0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0034+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1996
 GB0034
 GB0034  HISTORY     - Date     Condition        Report By
 GB0034  HISTORY     - 1950     MONUMENTED       CGS
 GB0034  HISTORY     - 1968     GOOD             NGS
 GB0034  HISTORY     - 19960619 GOOD             KYDT
 GB0034
 GB0034                          STATION DESCRIPTION
 GB0034
 GB0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0034'1.4 MI N FROM STEARNS.
 GB0034'ABOUT 1.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0034'AT STEARNS, 0.25 MILE SOUTH OF A RAILROAD UNDERPASS FOR U.S.
 GB0034'HIGHWAY 27, 63 1/2 FEET NORTHWEST OF MILEPOST 191, 47 FEET
 GB0034'WEST OF THE WEST RAIL OF THE WEST TRACK, 21 FEET NORTH OF THE
 GB0034'EXTENDED CENTERLINE OF A TRAIL ROAD, 1 1/2 FEET EAST OF A
 GB0034'FENCE, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 GB0034'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 GB0034'POST WHICH PROJECTS 2 INCHES.
 GB0034
 GB0034                          STATION RECOVERY (1996)
 GB0034
 GB0034'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1973 ***********************************************************************
 GY1973  DESIGNATION -  C 15
 GY1973  PID         -  GY1973
 GY1973  STATE/COUNTY-  KY/PERRY
 GY1973  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1973
 GY1973                         *CURRENT SURVEY CONTROL
 GY1973  ___________________________________________________________________
 GY1973* NAD 83(1986)-  37 14 47.     (N)    083 11 42.     (W)     SCALED    
 GY1973* NAVD 88     -       264.238  (meters)     866.92   (feet)  ADJUSTED  
 GY1973  ___________________________________________________________________
 GY1973  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY1973  DYNAMIC HT  -         264.030 (meters)     866.24  (feet)  COMP
 GY1973  MODELED GRAV-     979,835.7   (mgal)                       NAVD 88
 GY1973
 GY1973  VERT ORDER  -  FIRST     CLASS I
 GY1973
 GY1973.The horizontal coordinates were scaled from a topographic map and have
 GY1973.an estimated accuracy of +/- 6 seconds.
 GY1973
 GY1973.The orthometric height was determined by differential leveling
 GY1973.and adjusted by the National Geodetic Survey in June 1991..
 GY1973.WARNING-Repeat measurements at this control monument indicate possible
 GY1973.vertical movement.
 GY1973
 GY1973.The geoid height was determined by GEOID03.
 GY1973
 GY1973.The dynamic height is computed by dividing the NAVD 88
 GY1973.geopotential number by the normal gravity value computed on the
 GY1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1973.degrees latitude (g = 980.6199 gals.).
 GY1973
 GY1973.The modeled gravity was interpolated from observed gravity values.
 GY1973
 GY1973;                    North         East    Units  Estimated Accuracy
 GY1973;SPC KY1Z     - 1,104,440.    1,726,650.      MT  (+/- 180 meters Scaled)
 GY1973
 GY1973                          SUPERSEDED SURVEY CONTROL
 GY1973
 GY1973  NGVD 29 (??/??/92)  264.409  (m)          867.48   (f) ADJ UNCH    1 1
 GY1973
 GY1973.Superseded values are not recommended for survey control.
 GY1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1973.See file dsdata.txt to determine how the superseded data were derived.
 GY1973
 GY1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB053244(NAD 83)
 GY1973_MARKER: DB = BENCH MARK DISK
 GY1973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1973_SP_SET: BRIDGE
 GY1973_STAMPING: C 15 1930 867.479
 GY1973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1973
 GY1973  HISTORY     - Date     Condition        Report By
 GY1973  HISTORY     - 1930     MONUMENTED       CGS
 GY1973  HISTORY     - 1967     GOOD             NGS
 GY1973
 GY1973                          STATION DESCRIPTION
 GY1973
 GY1973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1973'AT HAZARD.
 GY1973'AT HAZARD, 109 1/2 FEET NORTH ALONG DEPOT STREET FROM THE
 GY1973'NORTHWEST CORNER OF THE LOUISVILLE AND NASHVILLE RAILROAD
 GY1973'STATION, AT THE SOUTH END OF THE HIGHWAY BRIDGE OVER THE NORTH
 GY1973'FORK KENTUCKY RIVER, 10 1/2 FEET EAST OF THE CENTERLINE OF DEPOT
 GY1973'STREET, SET IN THE TOP OF THE WEST EDGE OF A CONCRETE WALKWAY
 GY1973'ON THE BRIDGE, 7 1/2 FEET WEST OF A CONCRETE PILLAR AT THE SOUTH
 GY1973'END OF A PIPE RAILING, 5.5 FEET SOUTH OF THE SOUTH END OF THE
 GY1973'EAST STEEL GIRDER OF THE BRIDGE, AND ABOUT 0.7 FOOT ABOVE THE
 GY1973'LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3381 ***********************************************************************
 GY3381  DESIGNATION -  C 15 RESET
 GY3381  PID         -  GY3381
 GY3381  STATE/COUNTY-  KY/PERRY
 GY3381  USGS QUAD   -  HAZARD SOUTH (1992)
 GY3381
 GY3381                         *CURRENT SURVEY CONTROL
 GY3381  ___________________________________________________________________
 GY3381* NAD 83(1986)-  37 14 47.     (N)    083 11 42.     (W)     SCALED    
 GY3381* NAVD 88     -       264.27   (meters)     867.0    (feet)  RESET     
 GY3381  ___________________________________________________________________
 GY3381  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY3381
 GY3381  VERT ORDER  -  THIRD
 GY3381
 GY3381.The horizontal coordinates were scaled from a topographic map and have
 GY3381.an estimated accuracy of +/- 6 seconds.
 GY3381
 GY3381.The orthometric height was computed from unverified reset data.
 GY3381.No vertical observational check was made to the station.
 GY3381
 GY3381.The geoid height was determined by GEOID03.
 GY3381
 GY3381;                    North         East    Units  Estimated Accuracy
 GY3381;SPC KY1Z     - 1,104,440.    1,726,650.      MT  (+/- 180 meters Scaled)
 GY3381
 GY3381                          SUPERSEDED SURVEY CONTROL
 GY3381
 GY3381  NGVD 29 (10/08/05)  264.44   (m)          867.6    (f) RESET       3  
 GY3381
 GY3381.Superseded values are not recommended for survey control.
 GY3381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3381.See file dsdata.txt to determine how the superseded data were derived.
 GY3381
 GY3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB053244(NAD 83)
 GY3381_MARKER: DB = BENCH MARK DISK
 GY3381_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GY3381_SP_SET: SIDEWALK
 GY3381_STAMPING: C 15 RESET 1987
 GY3381_MARK LOGO: KYDT  
 GY3381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY3381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY3381+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1994
 GY3381
 GY3381  HISTORY     - Date     Condition        Report By
 GY3381  HISTORY     - 1987     MONUMENTED       KYDT
 GY3381  HISTORY     - 19940610 GOOD             KYDT
 GY3381
 GY3381                          STATION DESCRIPTION
 GY3381
 GY3381'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1987
 GY3381'IN HAZARD.
 GY3381'IN HAZARD, AT THE SOUTHEAST END OF STATE HIGHWAY 451 BRIDGE OVER KY.
 GY3381'RIVER, SET IN CONCRETE SIDEWALK, 61 FEET SOUTHEAST OF BRIDGE GIRDER,
 GY3381'22 FEET SOUTH OF SOUTHEAST CORNER OF FRAME BUILDING
 GY3381'(HOLCOMB SHOE STORE), 18 FT SOUTHWEST OF CENTER OF KY 451 ABOUT ONE
 GY3381'FOOT HIGHER THAN ROAD.
 GY3381
 GY3381                          STATION RECOVERY (1994)
 GY3381
 GY3381'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY3381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0028 ***********************************************************************
 GD0028  DESIGNATION -  C 15 TVA
 GD0028  PID         -  GD0028
 GD0028  STATE/COUNTY-  KY/LYON
 GD0028  USGS QUAD   -  MONT (1986)
 GD0028
 GD0028                         *CURRENT SURVEY CONTROL
 GD0028  ___________________________________________________________________
 GD0028* NAD 83(1986)-  36 54 30.     (N)    088 05 29.     (W)     SCALED    
 GD0028* NAVD 88     -       172.044  (meters)     564.45   (feet)  ADJUSTED  
 GD0028  ___________________________________________________________________
 GD0028  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GD0028  DYNAMIC HT  -         171.912 (meters)     564.01  (feet)  COMP
 GD0028  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 GD0028
 GD0028  VERT ORDER  -  FIRST     CLASS II
 GD0028
 GD0028.The horizontal coordinates were scaled from a topographic map and have
 GD0028.an estimated accuracy of +/- 6 seconds.
 GD0028
 GD0028.The orthometric height was determined by differential leveling
 GD0028.and adjusted by the National Geodetic Survey in June 1991..
 GD0028
 GD0028.The geoid height was determined by GEOID03.
 GD0028
 GD0028.The dynamic height is computed by dividing the NAVD 88
 GD0028.geopotential number by the normal gravity value computed on the
 GD0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0028.degrees latitude (g = 980.6199 gals.).
 GD0028
 GD0028.The modeled gravity was interpolated from observed gravity values.
 GD0028
 GD0028;                    North         East    Units  Estimated Accuracy
 GD0028;SPC KY1Z     - 1,066,440.    1,291,350.      MT  (+/- 180 meters Scaled)
 GD0028
 GD0028                          SUPERSEDED SURVEY CONTROL
 GD0028
 GD0028  NGVD 29 (??/??/??)  172.113  (m)          564.67   (f) ADJUSTED    1 2
 GD0028
 GD0028.Superseded values are not recommended for survey control.
 GD0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0028.See file dsdata.txt to determine how the superseded data were derived.
 GD0028
 GD0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF027852(NAD 83)
 GD0028_MARKER: Z = SEE DESCRIPTION
 GD0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0028_STAMPING: USRA NX C 15 S 34 58E
 GD0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0028+STABILITY: SURFACE MOTION
 GD0028
 GD0028  HISTORY     - Date     Condition        Report By
 GD0028  HISTORY     - UNK      MONUMENTED       TVA
 GD0028  HISTORY     - 1946     GOOD             CGS
 GD0028
 GD0028                          STATION DESCRIPTION
 GD0028
 GD0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0028'13.2 MI SE FROM GRAND RIVERS.
 GD0028'ABOUT 4.45 MILES SOUTHEAST ALONG THE STAR LIME WORKS ROAD FROM
 GD0028'THE POST OFFICE AT GRAND RIVERS, THENCE ABOUT 8.75 MILES
 GD0028'SOUTHEAST ALONG THE DIVIDING RIDGE ROAD, ABOUT 1.0 MILE SOUTHEAST
 GD0028'OF FIRE TOWER NO. 1, AT THE TOP OF A GRADE, 39 FEET NORTHEAST
 GD0028'OF THE CENTER LINE OF THE ROAD, 111 FEET SOUTHEAST OF A TELEPHONE
 GD0028'POLE, 32 FEET NORTHWEST OF A TELEPHONE POLE, 77 FEET SOUTHEAST
 GD0028'OF A TWIN WHITE OAK TREE, ABOUT 1 FOOT ABOVE THE ROAD, AND SET
 GD0028'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0132 ***********************************************************************
 HZ0132  DESIGNATION -  C 150
 HZ0132  PID         -  HZ0132
 HZ0132  STATE/COUNTY-  KY/FAYETTE
 HZ0132  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0132
 HZ0132                         *CURRENT SURVEY CONTROL
 HZ0132  ___________________________________________________________________
 HZ0132* NAD 83(1986)-  38 03 42.     (N)    084 17 43.     (W)     SCALED    
 HZ0132* NAVD 88     -       297.540  (meters)     976.18   (feet)  ADJUSTED  
 HZ0132  ___________________________________________________________________
 HZ0132  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HZ0132  DYNAMIC HT  -         297.322 (meters)     975.46  (feet)  COMP
 HZ0132  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 HZ0132
 HZ0132  VERT ORDER  -  FIRST     CLASS II
 HZ0132
 HZ0132.The horizontal coordinates were scaled from a topographic map and have
 HZ0132.an estimated accuracy of +/- 6 seconds.
 HZ0132
 HZ0132.The orthometric height was determined by differential leveling
 HZ0132.and adjusted by the National Geodetic Survey in June 1991..
 HZ0132
 HZ0132.The geoid height was determined by GEOID03.
 HZ0132
 HZ0132.The dynamic height is computed by dividing the NAVD 88
 HZ0132.geopotential number by the normal gravity value computed on the
 HZ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0132.degrees latitude (g = 980.6199 gals.).
 HZ0132
 HZ0132.The modeled gravity was interpolated from observed gravity values.
 HZ0132
 HZ0132;                    North         East    Units  Estimated Accuracy
 HZ0132;SPC KY1Z     - 1,192,810.    1,627,650.      MT  (+/- 180 meters Scaled)
 HZ0132
 HZ0132                          SUPERSEDED SURVEY CONTROL
 HZ0132
 HZ0132  NGVD 29 (??/??/92)  297.687  (m)          976.66   (f) ADJ UNCH    1 2
 HZ0132
 HZ0132.Superseded values are not recommended for survey control.
 HZ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0132.See file dsdata.txt to determine how the superseded data were derived.
 HZ0132
 HZ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH372161(NAD 83)
 HZ0132_MARKER: DB = BENCH MARK DISK
 HZ0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0132_SP_SET: CULVERT
 HZ0132_STAMPING: C 150 1949 976.661
 HZ0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0132
 HZ0132  HISTORY     - Date     Condition        Report By
 HZ0132  HISTORY     - 1949     MONUMENTED       CGS
 HZ0132  HISTORY     - 1958     GOOD             NGS
 HZ0132  HISTORY     - 1992     MARK NOT FOUND   LOCSUR
 HZ0132
 HZ0132                          STATION DESCRIPTION
 HZ0132
 HZ0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0132'8.2 MI NW FROM WINCHESTER.
 HZ0132'ABOUT 8.25 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ0132'RAILROAD FROM THE STATION AT WINCHESTER, ABOUT 0.15 MILE
 HZ0132'SOUTHEAST OF MILE POST 106, SET IN THE TOP OF THE SOUTHEAST END
 HZ0132'OF THE NORTHEAST CONCRETE HEAD WALL OF A 3-FOOT ARCHED STONE
 HZ0132'MASONRY CULVERT, 20 FEET NORTHEAST OF THE NORTHEAST RAIL AND
 HZ0132'ABOUT 8 FEET BELOW THE TRACK.
 HZ0132
 HZ0132                          STATION RECOVERY (1958)
 HZ0132
 HZ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0132'RECOVERED IN GOOD CONDITION.
 HZ0132
 HZ0132                          STATION RECOVERY (1992)
 HZ0132
 HZ0132'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992 (BG)
 HZ0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0819 ***********************************************************************
 GZ0819  DESIGNATION -  C 151
 GZ0819  PID         -  GZ0819
 GZ0819  STATE/COUNTY-  KY/PULASKI
 GZ0819  USGS QUAD   -  SOMERSET (1987)
 GZ0819
 GZ0819                         *CURRENT SURVEY CONTROL
 GZ0819  ___________________________________________________________________
 GZ0819* NAD 83(1986)-  37 07 16.     (N)    084 35 37.     (W)     SCALED    
 GZ0819* NAVD 88     -       273.777  (meters)     898.22   (feet)  ADJUSTED  
 GZ0819  ___________________________________________________________________
 GZ0819  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 GZ0819  DYNAMIC HT  -         273.565 (meters)     897.52  (feet)  COMP
 GZ0819  MODELED GRAV-     979,847.8   (mgal)                       NAVD 88
 GZ0819
 GZ0819  VERT ORDER  -  FIRST     CLASS II
 GZ0819
 GZ0819.This mark is at Somerset-Pulaski Co-J.t.wilson Field Airport (SME)
 GZ0819
 GZ0819.The horizontal coordinates were scaled from a topographic map and have
 GZ0819.an estimated accuracy of +/- 6 seconds.
 GZ0819
 GZ0819.The orthometric height was determined by differential leveling
 GZ0819.and adjusted by the National Geodetic Survey in June 1991..
 GZ0819
 GZ0819.The geoid height was determined by GEOID03.
 GZ0819
 GZ0819.The dynamic height is computed by dividing the NAVD 88
 GZ0819.geopotential number by the normal gravity value computed on the
 GZ0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0819.degrees latitude (g = 980.6199 gals.).
 GZ0819
 GZ0819.The modeled gravity was interpolated from observed gravity values.
 GZ0819
 GZ0819;                    North         East    Units  Estimated Accuracy
 GZ0819;SPC KY1Z     - 1,088,070.    1,602,770.      MT  (+/- 180 meters Scaled)
 GZ0819
 GZ0819                          SUPERSEDED SURVEY CONTROL
 GZ0819
 GZ0819  NGVD 29 (??/??/92)  273.950  (m)          898.78   (f) ADJ UNCH    1 2
 GZ0819
 GZ0819.Superseded values are not recommended for survey control.
 GZ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0819.See file dsdata.txt to determine how the superseded data were derived.
 GZ0819
 GZ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG137110(NAD 83)
 GZ0819_MARKER: DB = BENCH MARK DISK
 GZ0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0819_STAMPING: C 151 1950 898.784
 GZ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0819+STABILITY: SURFACE MOTION
 GZ0819
 GZ0819  HISTORY     - Date     Condition        Report By
 GZ0819  HISTORY     - 1950     MONUMENTED       CGS
 GZ0819  HISTORY     - 1958     GOOD             NGS
 GZ0819
 GZ0819                          STATION DESCRIPTION
 GZ0819
 GZ0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0819'2.2 MI NE FROM SOMERSET.
 GZ0819'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 GZ0819'AT SOMERSET, THENCE ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY
 GZ0819'39, AT THE SOUTHEAST END OF THE NORTHWEST-SOUTHEAST RUNWAY AT
 GZ0819'TAYLORS AIRPORT, 50 FEET NORTHEAST OF THE PROLONGED CENTER
 GZ0819'LINE OF THE NORTHWEST-SOUTHEAST RUNWAY, 118 YARDS NORTHEAST AND
 GZ0819'UPHILL FROM A 9-FOOT CULVERT UNDER HIGHWAY 39, 31 FEET NORTHWEST
 GZ0819'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF A WHITE
 GZ0819'WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE
 GZ0819'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE AIRPORT
 GZ0819'IS NOW ABANDONED.  IT IS BEING USED AS A SAW MILL, THE HANGAR
 GZ0819'IS USED AS A LUMBER STORAGE.  THE MARK IS ABOUT 40 FEET NORTH
 GZ0819'OF THE DRIVEWAY TO THE SAW MILL.
 GZ0819
 GZ0819                          STATION RECOVERY (1958)
 GZ0819
 GZ0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0774 ***********************************************************************
 GZ0774  DESIGNATION -  C 152
 GZ0774  PID         -  GZ0774
 GZ0774  STATE/COUNTY-  KY/LINCOLN
 GZ0774  USGS QUAD   -  HALLS GAP (1987)
 GZ0774
 GZ0774                         *CURRENT SURVEY CONTROL
 GZ0774  ___________________________________________________________________
 GZ0774* NAD 83(1986)-  37 22 48.     (N)    084 42 13.     (W)     SCALED    
 GZ0774* NAVD 88     -       340.674  (meters)    1117.69   (feet)  ADJUSTED  
 GZ0774  ___________________________________________________________________
 GZ0774  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GZ0774  DYNAMIC HT  -         340.401 (meters)    1116.80  (feet)  COMP
 GZ0774  MODELED GRAV-     979,820.4   (mgal)                       NAVD 88
 GZ0774
 GZ0774  VERT ORDER  -  FIRST     CLASS II
 GZ0774
 GZ0774.The horizontal coordinates were scaled from a topographic map and have
 GZ0774.an estimated accuracy of +/- 6 seconds.
 GZ0774
 GZ0774.The orthometric height was determined by differential leveling
 GZ0774.and adjusted by the National Geodetic Survey in June 1991..
 GZ0774
 GZ0774.The geoid height was determined by GEOID03.
 GZ0774
 GZ0774.The dynamic height is computed by dividing the NAVD 88
 GZ0774.geopotential number by the normal gravity value computed on the
 GZ0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0774.degrees latitude (g = 980.6199 gals.).
 GZ0774
 GZ0774.The modeled gravity was interpolated from observed gravity values.
 GZ0774
 GZ0774;                    North         East    Units  Estimated Accuracy
 GZ0774;SPC KY1Z     - 1,116,680.    1,592,670.      MT  (+/- 180 meters Scaled)
 GZ0774
 GZ0774                          SUPERSEDED SURVEY CONTROL
 GZ0774
 GZ0774  NGVD 29 (??/??/92)  340.807  (m)         1118.13   (f) ADJ UNCH    1 2
 GZ0774
 GZ0774.Superseded values are not recommended for survey control.
 GZ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0774.See file dsdata.txt to determine how the superseded data were derived.
 GZ0774
 GZ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG033395(NAD 83)
 GZ0774_MARKER: DB = BENCH MARK DISK
 GZ0774_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0774_SP_SET: TUNNEL
 GZ0774_STAMPING: C 152 1950
 GZ0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0774
 GZ0774  HISTORY     - Date     Condition        Report By
 GZ0774  HISTORY     - 1950     MONUMENTED       CGS
 GZ0774  HISTORY     - 1958     MARK NOT FOUND   NGS
 GZ0774  HISTORY     - 1968     GOOD             KYDT
 GZ0774
 GZ0774                          STATION DESCRIPTION
 GZ0774
 GZ0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0774'1.1 MI N FROM KINGS MOUNTAIN.
 GZ0774'ABOUT 1.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ0774'AT KINGS MOUNTAIN, ABOUT 0.1 MILE SOUTHEAST OF MILE POST 138, SET
 GZ0774'IN THE NORTHWEST FACE AT THE NORTHWEST END OF A TUNNEL, 9 1/2
 GZ0774'FEET NORTHEAST OF THE NORTHEAST RAIL, 4 1/2 FEET NORTHEAST OF THE
 GZ0774'NORTHEAST TUNNEL WALL AND ABOUT 3 1/2 FEET ABOVE THE TRACK.
 GZ0774
 GZ0774                          STATION RECOVERY (1958)
 GZ0774
 GZ0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0774'MARK NOT FOUND.
 GZ0774
 GZ0774                          STATION RECOVERY (1968)
 GZ0774
 GZ0774'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1968
 GZ0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1239 ***********************************************************************
 GZ1239  DESIGNATION -  C 154
 GZ1239  PID         -  GZ1239
 GZ1239  STATE/COUNTY-  KY/JESSAMINE
 GZ1239  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1239
 GZ1239                         *CURRENT SURVEY CONTROL
 GZ1239  ___________________________________________________________________
 GZ1239* NAD 83(1986)-  37 52 54.     (N)    084 35 22.     (W)     SCALED    
 GZ1239* NAVD 88     -       282.890  (meters)     928.11   (feet)  ADJUSTED  
 GZ1239  ___________________________________________________________________
 GZ1239  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GZ1239  DYNAMIC HT  -         282.676 (meters)     927.41  (feet)  COMP
 GZ1239  MODELED GRAV-     979,867.5   (mgal)                       NAVD 88
 GZ1239
 GZ1239  VERT ORDER  -  FIRST     CLASS II
 GZ1239
 GZ1239.The horizontal coordinates were scaled from a topographic map and have
 GZ1239.an estimated accuracy of +/- 6 seconds.
 GZ1239
 GZ1239.The orthometric height was determined by differential leveling
 GZ1239.and adjusted by the National Geodetic Survey in June 1991..
 GZ1239
 GZ1239.The geoid height was determined by GEOID03.
 GZ1239
 GZ1239.The dynamic height is computed by dividing the NAVD 88
 GZ1239.geopotential number by the normal gravity value computed on the
 GZ1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1239.degrees latitude (g = 980.6199 gals.).
 GZ1239
 GZ1239.The modeled gravity was interpolated from observed gravity values.
 GZ1239
 GZ1239;                    North         East    Units  Estimated Accuracy
 GZ1239;SPC KY1Z     - 1,172,470.    1,602,090.      MT  (+/- 180 meters Scaled)
 GZ1239
 GZ1239                          SUPERSEDED SURVEY CONTROL
 GZ1239
 GZ1239  NGVD 29 (??/??/92)  283.032  (m)          928.58   (f) ADJ UNCH    1 2
 GZ1239
 GZ1239.Superseded values are not recommended for survey control.
 GZ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1239.See file dsdata.txt to determine how the superseded data were derived.
 GZ1239
 GZ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG119954(NAD 83)
 GZ1239_MARKER: DB = BENCH MARK DISK
 GZ1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1239_SP_SET: CONCRETE POST
 GZ1239_STAMPING: C 154 1950 928.581
 GZ1239_MARK LOGO: CGS   
 GZ1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1239+STABILITY: SURFACE MOTION
 GZ1239
 GZ1239  HISTORY     - Date     Condition        Report By
 GZ1239  HISTORY     - 1950     MONUMENTED       CGS
 GZ1239  HISTORY     - 1958     GOOD             NGS
 GZ1239  HISTORY     - 1981     GOOD             KYDT
 GZ1239  HISTORY     - 1985     GOOD             NGS
 GZ1239
 GZ1239                          STATION DESCRIPTION
 GZ1239
 GZ1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1239'0.7 MI SW FROM NICHOLASVILLE.
 GZ1239'ABOUT 0.7 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ1239'AT NICHOLASVILLE, ABOUT 0.15 MILE WEST OF THE OVERPASS OF STATE
 GZ1239'HIGHWAY 29 OVER THE TRACKS, 123 FEET NORTH-NORTHWEST AND ACROSS
 GZ1239'THE TRACKS FROM THE NORTHWEST CORNER OF A STEEL FENCE AROUND A
 GZ1239'POWER SUB STATION, 37 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GZ1239'NORTHWEST TRACK, 8 1/2 FEET WEST OF TELEPHONE POLE NO. LT 2, 1 1/2
 GZ1239'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE
 GZ1239'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1239'NOTE-- THE DOUBLE TRACK HAS BEEN REMOVED AND THE MARK IS 48 FEET
 GZ1239'NORTHWEST OF THE NORTHWEST RAIL OF THE EXISTING MAIN TRACK.
 GZ1239
 GZ1239                          STATION RECOVERY (1958)
 GZ1239
 GZ1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1239'RECOVERED IN GOOD CONDITION.
 GZ1239
 GZ1239                          STATION RECOVERY (1981)
 GZ1239
 GZ1239'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1239'RECOVERED IN GOOD CONDITION.
 GZ1239
 GZ1239                          STATION RECOVERY (1985)
 GZ1239
 GZ1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0841 ***********************************************************************
 GZ0841  DESIGNATION -  C 155
 GZ0841  PID         -  GZ0841
 GZ0841  STATE/COUNTY-  KY/LINCOLN
 GZ0841  USGS QUAD   -  HALLS GAP (1987)
 GZ0841
 GZ0841                         *CURRENT SURVEY CONTROL
 GZ0841  ___________________________________________________________________
 GZ0841* NAD 83(1986)-  37 27 56.     (N)    084 41 00.     (W)     SCALED    
 GZ0841* NAVD 88     -       316.392  (meters)    1038.03   (feet)  ADJUSTED  
 GZ0841  ___________________________________________________________________
 GZ0841  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GZ0841  DYNAMIC HT  -         316.143 (meters)    1037.21  (feet)  COMP
 GZ0841  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 GZ0841
 GZ0841  VERT ORDER  -  SECOND    CLASS 0
 GZ0841
 GZ0841.The horizontal coordinates were scaled from a topographic map and have
 GZ0841.an estimated accuracy of +/- 6 seconds.
 GZ0841
 GZ0841.The orthometric height was determined by differential leveling
 GZ0841.and adjusted by the National Geodetic Survey in June 1991..
 GZ0841
 GZ0841.The geoid height was determined by GEOID03.
 GZ0841
 GZ0841.The dynamic height is computed by dividing the NAVD 88
 GZ0841.geopotential number by the normal gravity value computed on the
 GZ0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0841.degrees latitude (g = 980.6199 gals.).
 GZ0841
 GZ0841.The modeled gravity was interpolated from observed gravity values.
 GZ0841
 GZ0841;                    North         East    Units  Estimated Accuracy
 GZ0841;SPC KY1Z     - 1,126,200.    1,594,360.      MT  (+/- 180 meters Scaled)
 GZ0841
 GZ0841                          SUPERSEDED SURVEY CONTROL
 GZ0841
 GZ0841  NGVD 29 (??/??/92)  316.528  (m)         1038.48   (f) ADJ UNCH    2 0
 GZ0841
 GZ0841.Superseded values are not recommended for survey control.
 GZ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0841.See file dsdata.txt to determine how the superseded data were derived.
 GZ0841
 GZ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG048490(NAD 83)
 GZ0841_MARKER: DB = BENCH MARK DISK
 GZ0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0841_STAMPING: C 155 1950 1038.476
 GZ0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0841+STABILITY: SURFACE MOTION
 GZ0841
 GZ0841  HISTORY     - Date     Condition        Report By
 GZ0841  HISTORY     - 1950     MONUMENTED       CGS
 GZ0841  HISTORY     - 1958     GOOD             NGS
 GZ0841  HISTORY     - 1981     GOOD             KYDT
 GZ0841
 GZ0841                          STATION DESCRIPTION
 GZ0841
 GZ0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0841'0.6 MI NE FROM JUMBO.
 GZ0841'ABOUT 0.65 MILE NORTHEAST ALONG GREEN RIVER ROAD FROM THE
 GZ0841'CROSSROADS AND SCHOOL AT JUMBO, AT THE JUNCTION OF A ROAD LEADING
 GZ0841'SOUTHEAST AT THE SMALL VILLAGE OF MIRACLE, 102 FEET NORTHEAST
 GZ0841'OF THE CENTER LINE OF THE JUNCTION, 35 FEET NORTHWEST OF THE
 GZ0841'CENTER LINE OF GREEN RIVER ROAD, 24 FEET WEST OF A 12-INCH BLACK
 GZ0841'LOCUST TREE, 1 1/2 FEET EAST OF A TOBACCO BARN, 1 1/2 FEET
 GZ0841'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 GZ0841'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0841
 GZ0841                          STATION RECOVERY (1958)
 GZ0841
 GZ0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0841'RECOVERED IN GOOD CONDITION.
 GZ0841
 GZ0841                          STATION RECOVERY (1981)
 GZ0841
 GZ0841'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2863 ***********************************************************************
 GY2863  DESIGNATION -  C 157
 GY2863  PID         -  GY2863
 GY2863  STATE/COUNTY-  KY/LEE
 GY2863  USGS QUAD   -  BEATTYVILLE (1983)
 GY2863
 GY2863                         *CURRENT SURVEY CONTROL
 GY2863  ___________________________________________________________________
 GY2863* NAD 83(1986)-  37 34 46.     (N)    083 41 50.     (W)     SCALED    
 GY2863* NAVD 88     -       204.835  (meters)     672.03   (feet)  ADJUSTED  
 GY2863  ___________________________________________________________________
 GY2863  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GY2863  DYNAMIC HT  -         204.680 (meters)     671.52  (feet)  COMP
 GY2863  MODELED GRAV-     979,870.2   (mgal)                       NAVD 88
 GY2863
 GY2863  VERT ORDER  -  FIRST     CLASS II
 GY2863
 GY2863.The horizontal coordinates were scaled from a topographic map and have
 GY2863.an estimated accuracy of +/- 6 seconds.
 GY2863
 GY2863.The orthometric height was determined by differential leveling
 GY2863.and adjusted by the National Geodetic Survey in June 1991..
 GY2863
 GY2863.The geoid height was determined by GEOID03.
 GY2863
 GY2863.The dynamic height is computed by dividing the NAVD 88
 GY2863.geopotential number by the normal gravity value computed on the
 GY2863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2863.degrees latitude (g = 980.6199 gals.).
 GY2863
 GY2863.The modeled gravity was interpolated from observed gravity values.
 GY2863
 GY2863;                    North         East    Units  Estimated Accuracy
 GY2863;SPC KY1Z     - 1,140,290.    1,681,300.      MT  (+/- 180 meters Scaled)
 GY2863
 GY2863                          SUPERSEDED SURVEY CONTROL
 GY2863
 GY2863  NGVD 29 (??/??/92)  205.001  (m)          672.57   (f) ADJ UNCH    1 2
 GY2863
 GY2863.Superseded values are not recommended for survey control.
 GY2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2863.See file dsdata.txt to determine how the superseded data were derived.
 GY2863
 GY2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB618625(NAD 83)
 GY2863_MARKER: DB = BENCH MARK DISK
 GY2863_SETTING: 66 = SET IN ROCK OUTCROP
 GY2863_SP_SET: ROCK OUTCROP
 GY2863_STAMPING: C 157 1950 672.574
 GY2863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2863+STABILITY: POSITION/ELEVATION WELL
 GY2863
 GY2863  HISTORY     - Date     Condition        Report By
 GY2863  HISTORY     - 1950     MONUMENTED       CGS
 GY2863  HISTORY     - 1958     GOOD             NGS
 GY2863
 GY2863                          STATION DESCRIPTION
 GY2863
 GY2863'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2863'0.8 MI E FROM BEATTYVILLE.
 GY2863'ABOUT 0.85 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY2863'FROM THE STATION AT BEATTYVILLE, ABOUT 0.1 MILE WEST OF MILE POST
 GY2863'177, ABOUT 0.2 MILE WEST OF THE EAST END OF A SIDING, AT THE WEST
 GY2863'END OF A CUT AND THE EAST END OF A VERY SHORT FILL, SET IN THE
 GY2863'TOP AND 9 FEET EAST OF THE WEST END OF A ROCK OUTCROP, 23 FEET
 GY2863'NORTH OF THE NORTH RAIL OF THE MAIN TRACK AND ABOUT 1/2 FOOT
 GY2863'BELOW THE TRACK.
 GY2863
 GY2863                          STATION RECOVERY (1958)
 GY2863
 GY2863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2830 ***********************************************************************
 GY2830  DESIGNATION -  C 158 RESET 1961
 GY2830  PID         -  GY2830
 GY2830  STATE/COUNTY-  KY/POWELL
 GY2830  USGS QUAD   -  SLADE (1983)
 GY2830
 GY2830                         *CURRENT SURVEY CONTROL
 GY2830  ___________________________________________________________________
 GY2830* NAD 83(1986)-  37 47 53.     (N)    083 42 12.     (W)     SCALED    
 GY2830* NAVD 88     -       220.68   (meters)     724.0    (feet)  RESET     
 GY2830  ___________________________________________________________________
 GY2830  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GY2830
 GY2830  VERT ORDER  -  THIRD
 GY2830
 GY2830.The horizontal coordinates were scaled from a topographic map and have
 GY2830.an estimated accuracy of +/- 6 seconds.
 GY2830
 GY2830.The orthometric height was computed from unverified reset data.
 GY2830.No vertical observational check was made to the station.
 GY2830
 GY2830.The geoid height was determined by GEOID03.
 GY2830
 GY2830;                    North         East    Units  Estimated Accuracy
 GY2830;SPC KY1Z     - 1,164,540.    1,680,220.      MT  (+/- 180 meters Scaled)
 GY2830
 GY2830                          SUPERSEDED SURVEY CONTROL
 GY2830
 GY2830  NGVD 29 (??/??/??)  220.84   (m)          724.5    (f) RESET       3  
 GY2830
 GY2830.Superseded values are not recommended for survey control.
 GY2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2830.See file dsdata.txt to determine how the superseded data were derived.
 GY2830
 GY2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB619868(NAD 83)
 GY2830_MARKER: DB = BENCH MARK DISK
 GY2830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2830_STAMPING: C 158 1950 RESET 1961
 GY2830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2830+STABILITY: SURFACE MOTION
 GY2830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2830+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1999
 GY2830
 GY2830  HISTORY     - Date     Condition        Report By
 GY2830  HISTORY     - 1961     MONUMENTED       CGS
 GY2830  HISTORY     - 19990330 GOOD             KYDT
 GY2830
 GY2830                          STATION DESCRIPTION
 GY2830
 GY2830'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GY2830'AT SLADE.
 GY2830'THIS MARK CAN BE REACHED FROM THE JUNCTION OF STATE HIGHWAY 77
 GY2830'AND STATE HIGHWAY 15 AT SLADE, BY GOING 0.15 MILE EAST ON STATE
 GY2830'HIGHWAY 15 TO THE SLADE RANGER STATION, 52 FEET NORTH OF THE
 GY2830'CENTER OF STATE HIGHWAY 15, 9.5 FEET EAST OF THE EAST EDGE OF
 GY2830'CONCRETE STEPS LEADING TO A HOUSE AT THE RANGER STATION, AND
 GY2830'5.8 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, AND SET
 GY2830'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 GY2830'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GY2830
 GY2830                          STATION RECOVERY (1999)
 GY2830
 GY2830'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY2830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2798 ***********************************************************************
 GY2798  DESIGNATION -  C 159
 GY2798  PID         -  GY2798
 GY2798  STATE/COUNTY-  KY/POWELL
 GY2798  USGS QUAD   -  LEVEE (1965)
 GY2798
 GY2798                         *CURRENT SURVEY CONTROL
 GY2798  ___________________________________________________________________
 GY2798* NAD 83(1986)-  37 55 11.     (N)    083 59 01.     (W)     SCALED    
 GY2798* NAVD 88     -       217.758  (meters)     714.43   (feet)  ADJUSTED  
 GY2798  ___________________________________________________________________
 GY2798  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 GY2798  DYNAMIC HT  -         217.598 (meters)     713.90  (feet)  COMP
 GY2798  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 GY2798
 GY2798  VERT ORDER  -  FIRST     CLASS II
 GY2798
 GY2798.The horizontal coordinates were scaled from a topographic map and have
 GY2798.an estimated accuracy of +/- 6 seconds.
 GY2798
 GY2798.The orthometric height was determined by differential leveling
 GY2798.and adjusted by the National Geodetic Survey in June 1991..
 GY2798
 GY2798.The geoid height was determined by GEOID03.
 GY2798
 GY2798.The dynamic height is computed by dividing the NAVD 88
 GY2798.geopotential number by the normal gravity value computed on the
 GY2798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2798.degrees latitude (g = 980.6199 gals.).
 GY2798
 GY2798.The modeled gravity was interpolated from observed gravity values.
 GY2798
 GY2798;                    North         East    Units  Estimated Accuracy
 GY2798;SPC KY1Z     - 1,177,530.    1,655,290.      MT  (+/- 180 meters Scaled)
 GY2798
 GY2798                          SUPERSEDED SURVEY CONTROL
 GY2798
 GY2798  NGVD 29 (??/??/92)  217.911  (m)          714.93   (f) ADJ UNCH    1 2
 GY2798
 GY2798.Superseded values are not recommended for survey control.
 GY2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2798.See file dsdata.txt to determine how the superseded data were derived.
 GY2798
 GY2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC377011(NAD 83)
 GY2798_MARKER: DB = BENCH MARK DISK
 GY2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2798_STAMPING: C 159 1950 714.930
 GY2798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2798+STABILITY: SURFACE MOTION
 GY2798
 GY2798  HISTORY     - Date     Condition        Report By
 GY2798  HISTORY     - 1950     MONUMENTED       CGS
 GY2798  HISTORY     - 1958     GOOD             NGS
 GY2798
 GY2798                          STATION DESCRIPTION
 GY2798
 GY2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2798'1.2 MI NW FROM WEST BEND.
 GY2798'ABOUT 1.25 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 GY2798'OFFICE AT WEST BEND, ABOUT 0.35 MILE SOUTH OF THE CLARK-POWELL
 GY2798'COUNTY LINE, ABOUT 0.15 MILE NORTHWEST OF THE JUNCTION OF MAIN
 GY2798'ENTRANCE TO PIPE LINE PUMPING STATION, 32 FEET SOUTHWEST OF THE
 GY2798'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF A FENCE LINE, 128
 GY2798'FEET NORTHWEST OF THE NORTHWEST GATE POST OF GATE IN FENCE LINE,
 GY2798'178 FEET SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 GY2798'HEAD WALL OF A 14-INCH PIPE CULVERT UNDER HIGHWAY, 146 FEET
 GY2798'NORTHWEST OF THE NORTH CORNER OF PUMPING STATION PROPERTY, 2 FEET
 GY2798'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GY2798'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2798'3 INCHES.
 GY2798
 GY2798                          STATION RECOVERY (1958)
 GY2798
 GY2798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0875 ***********************************************************************
 GY0875  DESIGNATION -  C 16
 GY0875  PID         -  GY0875
 GY0875  STATE/COUNTY-  KY/LETCHER
 GY0875  USGS QUAD   -  WHITESBURG (1978)
 GY0875
 GY0875                         *CURRENT SURVEY CONTROL
 GY0875  ___________________________________________________________________
 GY0875* NAD 83(1986)-  37 07 13.     (N)    082 49 51.     (W)     SCALED    
 GY0875* NAVD 88     -       348.051  (meters)    1141.90   (feet)  ADJUSTED  
 GY0875  ___________________________________________________________________
 GY0875  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GY0875  DYNAMIC HT  -         347.758 (meters)    1140.94  (feet)  COMP
 GY0875  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 GY0875
 GY0875  VERT ORDER  -  FIRST     CLASS I
 GY0875
 GY0875.The horizontal coordinates were scaled from a topographic map and have
 GY0875.an estimated accuracy of +/- 6 seconds.
 GY0875
 GY0875.The orthometric height was determined by differential leveling
 GY0875.and adjusted by the National Geodetic Survey in June 1991..
 GY0875
 GY0875.The geoid height was determined by GEOID03.
 GY0875
 GY0875.The dynamic height is computed by dividing the NAVD 88
 GY0875.geopotential number by the normal gravity value computed on the
 GY0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0875.degrees latitude (g = 980.6199 gals.).
 GY0875
 GY0875.The modeled gravity was interpolated from observed gravity values.
 GY0875
 GY0875;                    North         East    Units  Estimated Accuracy
 GY0875;SPC KY1Z     - 1,091,400.    1,759,390.      MT  (+/- 180 meters Scaled)
 GY0875
 GY0875                          SUPERSEDED SURVEY CONTROL
 GY0875
 GY0875  NGVD 29 (??/??/92)  348.206  (m)         1142.41   (f) ADJ UNCH    1 1
 GY0875
 GY0875.Superseded values are not recommended for survey control.
 GY0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0875.See file dsdata.txt to determine how the superseded data were derived.
 GY0875
 GY0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB373097(NAD 83)
 GY0875_MARKER: DB = BENCH MARK DISK
 GY0875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0875_SP_SET: ABUTMENT
 GY0875_STAMPING: C 16 1930 1142.406
 GY0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0875+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2002
 GY0875
 GY0875  HISTORY     - Date     Condition        Report By
 GY0875  HISTORY     - 1930     MONUMENTED       CGS
 GY0875  HISTORY     - 1967     GOOD             NGS
 GY0875  HISTORY     - 20020522 GOOD             KYDT
 GY0875
 GY0875                          STATION DESCRIPTION
 GY0875
 GY0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0875'0.4 MI W FROM WHITESBURG.
 GY0875'ABOUT 0.45 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY0875'FROM THE STATION AT WHITESBURG, 7 FEET SOUTHWEST OF THE SOUTHWEST
 GY0875'RAIL OF THE TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE
 GY0875'NORTHWEST STONE ABUTMENT OF RAILROAD BRIDGE NUMBER 123 OVER THE
 GY0875'NORTH FORK KENTUCKY RIVER, 3.8 FEET NORTHEAST OF THE SOUTHWEST
 GY0875'END OF THE ABUTMENT, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 GY0875'THE TRACK.
 GY0875
 GY0875                          STATION RECOVERY (2002)
 GY0875
 GY0875'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0029 ***********************************************************************
 GD0029  DESIGNATION -  C 16 TVA
 GD0029  PID         -  GD0029
 GD0029  STATE/COUNTY-  KY/LYON
 GD0029  USGS QUAD   -  MONT (1986)
 GD0029
 GD0029                         *CURRENT SURVEY CONTROL
 GD0029  ___________________________________________________________________
 GD0029* NAD 83(1986)-  36 54 29.     (N)    088 05 29.     (W)     SCALED    
 GD0029* NAVD 88     -       170.208  (meters)     558.42   (feet)  ADJUSTED  
 GD0029  ___________________________________________________________________
 GD0029  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GD0029  DYNAMIC HT  -         170.077 (meters)     557.99  (feet)  COMP
 GD0029  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 GD0029
 GD0029  VERT ORDER  -  FIRST     CLASS II
 GD0029
 GD0029.The horizontal coordinates were scaled from a topographic map and have
 GD0029.an estimated accuracy of +/- 6 seconds.
 GD0029
 GD0029.The orthometric height was determined by differential leveling
 GD0029.and adjusted by the National Geodetic Survey in June 1991..
 GD0029
 GD0029.The geoid height was determined by GEOID03.
 GD0029
 GD0029.The dynamic height is computed by dividing the NAVD 88
 GD0029.geopotential number by the normal gravity value computed on the
 GD0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0029.degrees latitude (g = 980.6199 gals.).
 GD0029
 GD0029.The modeled gravity was interpolated from observed gravity values.
 GD0029
 GD0029;                    North         East    Units  Estimated Accuracy
 GD0029;SPC KY1Z     - 1,066,400.    1,291,350.      MT  (+/- 180 meters Scaled)
 GD0029
 GD0029                          SUPERSEDED SURVEY CONTROL
 GD0029
 GD0029  NGVD 29 (??/??/??)  170.277  (m)          558.65   (f) ADJUSTED    1 2
 GD0029
 GD0029.Superseded values are not recommended for survey control.
 GD0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0029.See file dsdata.txt to determine how the superseded data were derived.
 GD0029
 GD0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF027852(NAD 83)
 GD0029_MARKER: Z = SEE DESCRIPTION
 GD0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0029_STAMPING: C 16 N 34.58W
 GD0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0029+STABILITY: SURFACE MOTION
 GD0029
 GD0029  HISTORY     - Date     Condition        Report By
 GD0029  HISTORY     - UNK      MONUMENTED       TVA
 GD0029  HISTORY     - 1946     GOOD             CGS
 GD0029  HISTORY     - 1972     MARK NOT FOUND   NGS
 GD0029
 GD0029                          STATION DESCRIPTION
 GD0029
 GD0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0029'13.3 MI SE FROM GRAND RIVERS.
 GD0029'ABOUT 4.45 MILES SOUTHEAST ALONG THE STAR LIME WORKS ROAD FROM
 GD0029'THE POST OFFICE AT GRAND RIVERS, THENCE ABOUT 8.85 MILES
 GD0029'SOUTHEAST ALONG THE DIVIDING RIDGE ROAD, ABOUT 1.1 MILES
 GD0029'SOUTHEAST OF FIRE TOWER NO. 1, 52 FEET EAST OF THE CENTER LINE
 GD0029'OF THE ROAD AT THE OUTSIDE OF A CURVE, 48 FEET NORTH OF A
 GD0029'TELEPHONE POLE, 91 FEET SOUTH OF A TELEPHONE POLE, 51 FEET
 GD0029'SOUTHEAST OF THE NORTH END OF A LOW CUT, ABOUT 2 FEET ABOVE THE
 GD0029'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GD0029'NOTE-- 4.45 MI SE ALONG THE STAR LIME WORKS ROAD.
 GD0029
 GD0029                          STATION RECOVERY (1972)
 GD0029
 GD0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0645 ***********************************************************************
 HZ0645  DESIGNATION -  C 160
 HZ0645  PID         -  HZ0645
 HZ0645  STATE/COUNTY-  KY/BOONE
 HZ0645  USGS QUAD   -  RISING SUN (1994)
 HZ0645
 HZ0645                         *CURRENT SURVEY CONTROL
 HZ0645  ___________________________________________________________________
 HZ0645* NAD 83(1986)-  38 57 08.     (N)    084 50 04.     (W)     SCALED    
 HZ0645* NAVD 88     -       153.431  (meters)     503.38   (feet)  ADJUSTED  
 HZ0645  ___________________________________________________________________
 HZ0645  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 HZ0645  DYNAMIC HT  -         153.334 (meters)     503.06  (feet)  COMP
 HZ0645  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 HZ0645
 HZ0645  VERT ORDER  -  FIRST     CLASS II
 HZ0645
 HZ0645.The horizontal coordinates were scaled from a topographic map and have
 HZ0645.an estimated accuracy of +/- 6 seconds.
 HZ0645
 HZ0645.The orthometric height was determined by differential leveling
 HZ0645.and adjusted by the National Geodetic Survey in June 1991..
 HZ0645
 HZ0645.The geoid height was determined by GEOID03.
 HZ0645
 HZ0645.The dynamic height is computed by dividing the NAVD 88
 HZ0645.geopotential number by the normal gravity value computed on the
 HZ0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0645.degrees latitude (g = 980.6199 gals.).
 HZ0645
 HZ0645.The modeled gravity was interpolated from observed gravity values.
 HZ0645
 HZ0645;                    North         East    Units  Estimated Accuracy
 HZ0645;SPC KY1Z     - 1,291,060.    1,579,370.      MT  (+/- 180 meters Scaled)
 HZ0645
 HZ0645                          SUPERSEDED SURVEY CONTROL
 HZ0645
 HZ0645  NGVD 29 (??/??/92)  153.639  (m)          504.06   (f) ADJ UNCH    1 2
 HZ0645
 HZ0645.Superseded values are not recommended for survey control.
 HZ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0645.See file dsdata.txt to determine how the superseded data were derived.
 HZ0645
 HZ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ876137(NAD 83)
 HZ0645_MARKER: DB = BENCH MARK DISK
 HZ0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0645_SP_SET: CULVERT
 HZ0645_STAMPING: C 160 1950
 HZ0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0645
 HZ0645  HISTORY     - Date     Condition        Report By
 HZ0645  HISTORY     - 1950     MONUMENTED       CGS
 HZ0645  HISTORY     - 1964     GOOD             NGS
 HZ0645
 HZ0645                          STATION DESCRIPTION
 HZ0645
 HZ0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HZ0645'1 MI NE FROM RABBIT HASH.
 HZ0645'1.05 MILES NORTHEAST ALONG A GRAVEL ROAD FROM C.W. CRAIG STORE
 HZ0645'AT RABBIT HASH, SET IN THE TOP OF THE EAST END OF THE EAST CONCRETE
 HZ0645'AND STONE WING WALL OF THE NORTHEAST END OF HEAD WALL OF A
 HZ0645'MULTIPLE CONCRETE PIPE CULVERT OVER A LARGE ROCKY STREAM, 10 FEET
 HZ0645'SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 4 FEET WEST
 HZ0645'OF THE EAST END OF THE WING WALL AND ABOUT 1 1/2 FEET ABOVE THE
 HZ0645'ROAD.
 HZ0645
 HZ0645                          STATION RECOVERY (1964)
 HZ0645
 HZ0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1113 ***********************************************************************
 HZ1113  DESIGNATION -  C 161
 HZ1113  PID         -  HZ1113
 HZ1113  STATE/COUNTY-  KY/HENRY
 HZ1113  USGS QUAD   -  SMITHFIELD (1993)
 HZ1113
 HZ1113                         *CURRENT SURVEY CONTROL
 HZ1113  ___________________________________________________________________
 HZ1113* NAD 83(1986)-  38 28 09.     (N)    085 18 21.     (W)     SCALED    
 HZ1113* NAVD 88     -       245.450  (meters)     805.28   (feet)  ADJUSTED  
 HZ1113  ___________________________________________________________________
 HZ1113  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ1113  DYNAMIC HT  -         245.284 (meters)     804.74  (feet)  COMP
 HZ1113  MODELED GRAV-     979,946.1   (mgal)                       NAVD 88
 HZ1113
 HZ1113  VERT ORDER  -  SECOND    CLASS 0
 HZ1113
 HZ1113.The horizontal coordinates were scaled from a topographic map and have
 HZ1113.an estimated accuracy of +/- 6 seconds.
 HZ1113
 HZ1113.The orthometric height was determined by differential leveling
 HZ1113.and adjusted by the National Geodetic Survey in June 1991..
 HZ1113
 HZ1113.The geoid height was determined by GEOID03.
 HZ1113
 HZ1113.The dynamic height is computed by dividing the NAVD 88
 HZ1113.geopotential number by the normal gravity value computed on the
 HZ1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1113.degrees latitude (g = 980.6199 gals.).
 HZ1113
 HZ1113.The modeled gravity was interpolated from observed gravity values.
 HZ1113
 HZ1113;                    North         East    Units  Estimated Accuracy
 HZ1113;SPC KY1Z     - 1,237,140.    1,538,760.      MT  (+/- 180 meters Scaled)
 HZ1113
 HZ1113                          SUPERSEDED SURVEY CONTROL
 HZ1113
 HZ1113  NGVD 29 (??/??/92)  245.613  (m)          805.82   (f) ADJ UNCH    2 0
 HZ1113
 HZ1113.Superseded values are not recommended for survey control.
 HZ1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1113.See file dsdata.txt to determine how the superseded data were derived.
 HZ1113
 HZ1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH477592(NAD 83)
 HZ1113_MARKER: DB = BENCH MARK DISK
 HZ1113_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1113_SP_SET: ROCK CUT
 HZ1113_STAMPING: C 161 1950
 HZ1113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1113+STABILITY: POSITION/ELEVATION WELL
 HZ1113
 HZ1113  HISTORY     - Date     Condition        Report By
 HZ1113  HISTORY     - 1950     MONUMENTED       CGS
 HZ1113
 HZ1113                          STATION DESCRIPTION
 HZ1113
 HZ1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HZ1113'0.5 MI NE FROM PENDLETON.
 HZ1113'ABOUT 0.5 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1113'RAILROAD FROM THE STATION AT PENDLETON, ABOUT 0.2 MILE
 HZ1113'NORTHEAST OF MILE POST 33, ABOUT 0.25 MILE NORTHEAST OF THE
 HZ1113'OVERPASS OF STATE HIGHWAY 153 OVER THE TRACKS, 14 1/2 FEET
 HZ1113'NORTHWEST OF THE NORTHWEST RAIL, 53 YARDS NORTHEAST OF A HAND
 HZ1113'CAR SIDING, 45 YARDS SOUTHWEST OF AN 18-INCH PIPE CULVERT, SET
 HZ1113'IN THE NORTHEAST END OF AN IRREGULAR SHAPED LAYER OF ROCK NEAR
 HZ1113'THE SOUTHWEST END OF ROCKY CUT, 52 1/2 FEET WEST AND ACROSS THE
 HZ1113'TRACK FROM A TELEPHONE POLE AND ABOUT 1 FOOT BELOW THE TOP OF
 HZ1113'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0106 ***********************************************************************
 GZ0106  DESIGNATION -  C 162
 GZ0106  PID         -  GZ0106
 GZ0106  STATE/COUNTY-  KY/MADISON
 GZ0106  USGS QUAD   -  BEREA (1993)
 GZ0106
 GZ0106                         *CURRENT SURVEY CONTROL
 GZ0106  ___________________________________________________________________
 GZ0106* NAD 83(1986)-  37 33 16.     (N)    084 16 45.     (W)     SCALED    
 GZ0106* NAVD 88     -       305.329  (meters)    1001.73   (feet)  ADJUSTED  
 GZ0106  ___________________________________________________________________
 GZ0106  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GZ0106  DYNAMIC HT  -         305.099 (meters)    1000.98  (feet)  COMP
 GZ0106  MODELED GRAV-     979,866.0   (mgal)                       NAVD 88
 GZ0106
 GZ0106  VERT ORDER  -  SECOND    CLASS 0
 GZ0106
 GZ0106.The horizontal coordinates were scaled from a topographic map and have
 GZ0106.an estimated accuracy of +/- 6 seconds.
 GZ0106
 GZ0106.The orthometric height was determined by differential leveling
 GZ0106.and adjusted by the National Geodetic Survey in June 1991..
 GZ0106
 GZ0106.The geoid height was determined by GEOID03.
 GZ0106
 GZ0106.The dynamic height is computed by dividing the NAVD 88
 GZ0106.geopotential number by the normal gravity value computed on the
 GZ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0106.degrees latitude (g = 980.6199 gals.).
 GZ0106
 GZ0106.The modeled gravity was interpolated from observed gravity values.
 GZ0106
 GZ0106;                    North         East    Units  Estimated Accuracy
 GZ0106;SPC KY1Z     - 1,136,550.    1,629,950.      MT  (+/- 180 meters Scaled)
 GZ0106
 GZ0106                          SUPERSEDED SURVEY CONTROL
 GZ0106
 GZ0106  NGVD 29 (??/??/92)  305.480  (m)         1002.23   (f) ADJ UNCH    2 0
 GZ0106
 GZ0106.Superseded values are not recommended for survey control.
 GZ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0106.See file dsdata.txt to determine how the superseded data were derived.
 GZ0106
 GZ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG403598(NAD 83)
 GZ0106_MARKER: DR = REFERENCE MARK DISK
 GZ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0106_STAMPING: C 162 1950 1002.229
 GZ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0106+STABILITY: SURFACE MOTION
 GZ0106
 GZ0106  HISTORY     - Date     Condition        Report By
 GZ0106  HISTORY     - 1950     MONUMENTED       CGS
 GZ0106  HISTORY     - 1957     GOOD             NGS
 GZ0106
 GZ0106                          STATION DESCRIPTION
 GZ0106
 GZ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0106'1.3 MI SE FROM BEREA.
 GZ0106'ABOUT 1.3 MILES SOUTHEAST ALONG SCAFFOLD CANE PIKE FROM ITS
 GZ0106'JUNCTION WITH U.S. HIGHWAY 25 AND BOONE TAVERN AT BEREA, AT THE
 GZ0106'JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST, 42 FEET NORTHEAST
 GZ0106'OF THE CENTER LINE OF SCAFFOLD CANE PIKE, 13 FEET SOUTHEAST OF
 GZ0106'THE CENTER LINE OF THE ROAD NORTHEAST, 3.4 FEET SOUTHWEST OF A
 GZ0106'POWER POLE, 1 FOOT NORTHWEST OF A WIRE FENCE, 21 FEET NORTHEAST
 GZ0106'OF A 20-INCH OAK TREE IN FENCE CORNER, ABOUT LEVEL WITH THE
 GZ0106'BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ0106'3 INCHES.
 GZ0106
 GZ0106                          STATION RECOVERY (1957)
 GZ0106
 GZ0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0358 ***********************************************************************
 GZ0358  DESIGNATION -  C 164
 GZ0358  PID         -  GZ0358
 GZ0358  STATE/COUNTY-  KY/JACKSON
 GZ0358  USGS QUAD   -  PARROT (1976)
 GZ0358
 GZ0358                         *CURRENT SURVEY CONTROL
 GZ0358  ___________________________________________________________________
 GZ0358* NAD 83(1986)-  37 21 39.     (N)    084 03 32.     (W)     SCALED    
 GZ0358* NAVD 88     -       287.486  (meters)     943.19   (feet)  ADJUSTED  
 GZ0358  ___________________________________________________________________
 GZ0358  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GZ0358  DYNAMIC HT  -         287.261 (meters)     942.46  (feet)  COMP
 GZ0358  MODELED GRAV-     979,841.4   (mgal)                       NAVD 88
 GZ0358
 GZ0358  VERT ORDER  -  SECOND    CLASS 0
 GZ0358
 GZ0358.The horizontal coordinates were scaled from a topographic map and have
 GZ0358.an estimated accuracy of +/- 6 seconds.
 GZ0358
 GZ0358.The orthometric height was determined by differential leveling
 GZ0358.and adjusted by the National Geodetic Survey in June 1991..
 GZ0358
 GZ0358.The geoid height was determined by GEOID03.
 GZ0358
 GZ0358.The dynamic height is computed by dividing the NAVD 88
 GZ0358.geopotential number by the normal gravity value computed on the
 GZ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0358.degrees latitude (g = 980.6199 gals.).
 GZ0358
 GZ0358.The modeled gravity was interpolated from observed gravity values.
 GZ0358
 GZ0358;                    North         East    Units  Estimated Accuracy
 GZ0358;SPC KY1Z     - 1,115,390.    1,649,800.      MT  (+/- 180 meters Scaled)
 GZ0358
 GZ0358                          SUPERSEDED SURVEY CONTROL
 GZ0358
 GZ0358  NGVD 29 (??/??/92)  287.640  (m)          943.70   (f) ADJ UNCH    2 0
 GZ0358
 GZ0358.Superseded values are not recommended for survey control.
 GZ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0358.See file dsdata.txt to determine how the superseded data were derived.
 GZ0358
 GZ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG604389(NAD 83)
 GZ0358_MARKER: DB = BENCH MARK DISK
 GZ0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0358_STAMPING: C 164 1950 943.699
 GZ0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0358+STABILITY: SURFACE MOTION
 GZ0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0358+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 GZ0358
 GZ0358  HISTORY     - Date     Condition        Report By
 GZ0358  HISTORY     - 1950     MONUMENTED       CGS
 GZ0358  HISTORY     - 1957     GOOD             NGS
 GZ0358  HISTORY     - 20050426 GOOD             KYTC
 GZ0358
 GZ0358                          STATION DESCRIPTION
 GZ0358
 GZ0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0358'8.2 MI SW FROM MC KEE.
 GZ0358'ABOUT 0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE
 GZ0358'COURT HOUSE AT MC KEE, THENCE ABOUT 7.65 MILES SOUTHWEST ALONG
 GZ0358'A GRAVEL ROAD LEADING TO LIVINGSTON, ABOUT 0.95 MILE NORTHEAST
 GZ0358'OF A 12-FOOT CONCRETE AND STONE BRIDGE OVER PANTHER BRANCH, ABOUT
 GZ0358'50 YARDS SOUTH OF GATE TO A HOUSE WHICH IS ON WEST SIDE OF ROAD,
 GZ0358'24 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 67 FEET
 GZ0358'NORTH-NORTHEAST AND ACROSS THE ROAD FROM THE CENTER OF THE
 GZ0358'WEST END OF A 14-INCH CORRUGATED PIPE CULVERT WITH STONE HEAD
 GZ0358'WALLS, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE
 GZ0358'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GZ0358'PROJECTING 4 INCHES.
 GZ0358
 GZ0358                          STATION RECOVERY (1957)
 GZ0358
 GZ0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0358'RECOVERED IN GOOD CONDITION.
 GZ0358
 GZ0358                          STATION RECOVERY (2005)
 GZ0358
 GZ0358'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0358'MARK IS 84.6 FEET SOUTH-SOUTHEAST OF A 5 FOOT TALL TELEPHONE POLE BB14
 GZ0358'WITH A TELEPHONE BOX ATTACHED, 57.4 FEET NORTH-NORTHEAST FROM AN
 GZ0358'UNDERGROUND UTILITY WARNING POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2565 ***********************************************************************
 GY2565  DESIGNATION -  C 165
 GY2565  PID         -  GY2565
 GY2565  STATE/COUNTY-  KY/OWSLEY
 GY2565  USGS QUAD   -  STURGEON (1976)
 GY2565
 GY2565                         *CURRENT SURVEY CONTROL
 GY2565  ___________________________________________________________________
 GY2565* NAD 83(1986)-  37 28 03.     (N)    083 45 41.     (W)     SCALED    
 GY2565* NAVD 88     -       326.552  (meters)    1071.36   (feet)  ADJUSTED  
 GY2565  ___________________________________________________________________
 GY2565  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GY2565  DYNAMIC HT  -         326.301 (meters)    1070.54  (feet)  COMP
 GY2565  MODELED GRAV-     979,854.5   (mgal)                       NAVD 88
 GY2565
 GY2565  VERT ORDER  -  SECOND    CLASS 0
 GY2565
 GY2565.The horizontal coordinates were scaled from a topographic map and have
 GY2565.an estimated accuracy of +/- 6 seconds.
 GY2565
 GY2565.The orthometric height was determined by differential leveling
 GY2565.and adjusted by the National Geodetic Survey in June 1991..
 GY2565
 GY2565.The geoid height was determined by GEOID03.
 GY2565
 GY2565.The dynamic height is computed by dividing the NAVD 88
 GY2565.geopotential number by the normal gravity value computed on the
 GY2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2565.degrees latitude (g = 980.6199 gals.).
 GY2565
 GY2565.The modeled gravity was interpolated from observed gravity values.
 GY2565
 GY2565;                    North         East    Units  Estimated Accuracy
 GY2565;SPC KY1Z     - 1,127,750.    1,675,890.      MT  (+/- 180 meters Scaled)
 GY2565
 GY2565                          SUPERSEDED SURVEY CONTROL
 GY2565
 GY2565  NGVD 29 (??/??/92)  326.716  (m)         1071.90   (f) ADJ UNCH    2 0
 GY2565
 GY2565.Superseded values are not recommended for survey control.
 GY2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2565.See file dsdata.txt to determine how the superseded data were derived.
 GY2565
 GY2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB557503(NAD 83)
 GY2565_MARKER: DB = BENCH MARK DISK
 GY2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2565_STAMPING: C 165 1950 1071.901
 GY2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2565+STABILITY: SURFACE MOTION
 GY2565
 GY2565  HISTORY     - Date     Condition        Report By
 GY2565  HISTORY     - 1950     MONUMENTED       CGS
 GY2565  HISTORY     - 1969     GOOD             NGS
 GY2565
 GY2565                          STATION DESCRIPTION
 GY2565
 GY2565'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2565'0.7 MI NE FROM VINCENT.
 GY2565'ABOUT 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE CROSSROADS
 GY2565'AT VINCENT, ABOUT 0.1 MILE WEST OF THE TOP OF A GRADE, 22 1/2
 GY2565'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST
 GY2565'OF A BOARD FENCE, 17 FEET WEST OF THE NORTH CORNER OF A BARN, 27
 GY2565'FEET NORTHEAST OF THE WEST CORNER OF SAME BARN, 2 FEET NORTHEAST
 GY2565'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 GY2565'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GY2565
 GY2565                          STATION RECOVERY (1969)
 GY2565
 GY2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GY2565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2604 ***********************************************************************
 GY2604  DESIGNATION -  C 166
 GY2604  PID         -  GY2604
 GY2604  STATE/COUNTY-  KY/JACKSON
 GY2604  USGS QUAD   -  MC KEE (1976)
 GY2604
 GY2604                         *CURRENT SURVEY CONTROL
 GY2604  ___________________________________________________________________
 GY2604* NAD 83(1986)-  37 23 35.     (N)    083 55 25.     (W)     SCALED    
 GY2604* NAVD 88     -       412.976  (meters)    1354.91   (feet)  ADJUSTED  
 GY2604  ___________________________________________________________________
 GY2604  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GY2604  DYNAMIC HT  -         412.648 (meters)    1353.83  (feet)  COMP
 GY2604  MODELED GRAV-     979,825.4   (mgal)                       NAVD 88
 GY2604
 GY2604  VERT ORDER  -  SECOND    CLASS 0
 GY2604
 GY2604.The horizontal coordinates were scaled from a topographic map and have
 GY2604.an estimated accuracy of +/- 6 seconds.
 GY2604
 GY2604.The orthometric height was determined by differential leveling
 GY2604.and adjusted by the National Geodetic Survey in June 1991..
 GY2604
 GY2604.The geoid height was determined by GEOID03.
 GY2604
 GY2604.The dynamic height is computed by dividing the NAVD 88
 GY2604.geopotential number by the normal gravity value computed on the
 GY2604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2604.degrees latitude (g = 980.6199 gals.).
 GY2604
 GY2604.The modeled gravity was interpolated from observed gravity values.
 GY2604
 GY2604;                    North         East    Units  Estimated Accuracy
 GY2604;SPC KY1Z     - 1,119,190.    1,661,710.      MT  (+/- 180 meters Scaled)
 GY2604
 GY2604                          SUPERSEDED SURVEY CONTROL
 GY2604
 GY2604  NGVD 29 (??/??/92)  413.127  (m)         1355.40   (f) ADJ UNCH    2 0
 GY2604
 GY2604.Superseded values are not recommended for survey control.
 GY2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2604.See file dsdata.txt to determine how the superseded data were derived.
 GY2604
 GY2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB411424(NAD 83)
 GY2604_MARKER: DB = BENCH MARK DISK
 GY2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2604_STAMPING: C 166 1950 1355.401
 GY2604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2604+STABILITY: SURFACE MOTION
 GY2604
 GY2604  HISTORY     - Date     Condition        Report By
 GY2604  HISTORY     - 1950     MONUMENTED       CGS
 GY2604  HISTORY     - 1957     GOOD             NGS
 GY2604
 GY2604                          STATION DESCRIPTION
 GY2604
 GY2604'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2604'1.2 MI SE FROM GRAY HAWK.
 GY2604'ABOUT 0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE SCHOOL AT
 GY2604'GRAY HAWK, THENCE ABOUT 0.55 MILE EAST ALONG A GRAVEL ROAD,
 GY2604'NEAR THE NORTHEAST END OF A CUT, 22 FEET SOUTHEAST OF THE CENTER
 GY2604'LINE OF THE ROAD, 1 1/2 FEET NORTHWEST OF A FENCE LINE, 79 FEET SOUTH
 GY2604'OF THE SOUTHEAST END OF A CULVERT, 6 1/2 FEET SOUTHWEST OF AN
 GY2604'18-INCH BLACK OAK TREE, 19 FEET NORTHEAST OF A 20-INCH WHITE OAK
 GY2604'TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 GY2604'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GY2604'PROJECTING 4 INCHES.
 GY2604
 GY2604                          STATION RECOVERY (1957)
 GY2604
 GY2604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2495 ***********************************************************************
 GY2495  DESIGNATION -  C 167
 GY2495  PID         -  GY2495
 GY2495  STATE/COUNTY-  KY/OWSLEY
 GY2495  USGS QUAD   -  BOONEVILLE (1978)
 GY2495
 GY2495                         *CURRENT SURVEY CONTROL
 GY2495  ___________________________________________________________________
 GY2495* NAD 83(1986)-  37 22 59.     (N)    083 41 15.     (W)     SCALED    
 GY2495* NAVD 88     -       217.030  (meters)     712.04   (feet)  ADJUSTED  
 GY2495  ___________________________________________________________________
 GY2495  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GY2495  DYNAMIC HT  -         216.862 (meters)     711.49  (feet)  COMP
 GY2495  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 GY2495
 GY2495  VERT ORDER  -  SECOND    CLASS 0
 GY2495
 GY2495.The horizontal coordinates were scaled from a topographic map and have
 GY2495.an estimated accuracy of +/- 6 seconds.
 GY2495
 GY2495.The orthometric height was determined by differential leveling
 GY2495.and adjusted by the National Geodetic Survey in June 1991..
 GY2495
 GY2495.The geoid height was determined by GEOID03.
 GY2495
 GY2495.The dynamic height is computed by dividing the NAVD 88
 GY2495.geopotential number by the normal gravity value computed on the
 GY2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2495.degrees latitude (g = 980.6199 gals.).
 GY2495
 GY2495.The modeled gravity was interpolated from observed gravity values.
 GY2495
 GY2495;                    North         East    Units  Estimated Accuracy
 GY2495;SPC KY1Z     - 1,118,520.    1,682,640.      MT  (+/- 180 meters Scaled)
 GY2495
 GY2495                          SUPERSEDED SURVEY CONTROL
 GY2495
 GY2495  NGVD 29 (??/??/92)  217.196  (m)          712.58   (f) ADJ UNCH    2 0
 GY2495
 GY2495.Superseded values are not recommended for survey control.
 GY2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2495.See file dsdata.txt to determine how the superseded data were derived.
 GY2495
 GY2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB620407(NAD 83)
 GY2495_MARKER: DB = BENCH MARK DISK
 GY2495_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GY2495_SP_SET: BRIDGE ABUTMENT
 GY2495_STAMPING: C 167 1950 712.584
 GY2495_MARK LOGO: CGS   
 GY2495_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY2495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2495
 GY2495  HISTORY     - Date     Condition        Report By
 GY2495  HISTORY     - 1950     MONUMENTED       CGS
 GY2495  HISTORY     - 1957     GOOD             NGS
 GY2495  HISTORY     - 19930601 GOOD             KYDT
 GY2495
 GY2495                          STATION DESCRIPTION
 GY2495
 GY2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2495'0.4 MI S FROM CONKLING.
 GY2495'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 GY2495'AT CONKLING, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GY2495'ABUTMENT OF A 160-FOOT CONCRETE BRIDGE OVER ISLAND CREEK, ACROSS
 GY2495'BRIDGE FROM THE JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST, 15
 GY2495'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 GY2495'SOUTHWEST OF CONCRETE BANISTER AND ABOUT LEVEL WITH BRIDGE FLOOR.
 GY2495
 GY2495                          STATION RECOVERY (1957)
 GY2495
 GY2495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2495'RECOVERED IN GOOD CONDITION.
 GY2495
 GY2495                          STATION RECOVERY (1993)
 GY2495
 GY2495'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GY2495'7.90 MILES (12.71 KM) SOUTH ALONG STATE HIGHWAY 11 FROM THE COURTHOUSE
 GY2495'IN BOONEVILLE, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GY2495'ABUTMENT OF A 160 FOOT (48.8 M) CONCRETE BRIDGE OVER ISLAND CREEK,
 GY2495'ACROSS BRIDGE FROM THE JUNCTION OF STATE HIGHWAY 846 LEADING
 GY2495'SOUTHWEST, 15 FEET (4.6 M) SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 3
 GY2495'FEET (0.9 M) SOUTHWEST OF CONCRETE BANISTER AND ABOUT LEVEL WITH
 GY2495'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2517 ***********************************************************************
 GY2517  DESIGNATION -  C 168
 GY2517  PID         -  GY2517
 GY2517  STATE/COUNTY-  KY/OWSLEY
 GY2517  USGS QUAD   -  MISTLETOE (1979)
 GY2517
 GY2517                         *CURRENT SURVEY CONTROL
 GY2517  ___________________________________________________________________
 GY2517* NAD 83(1986)-  37 21 41.     (N)    083 34 43.     (W)     SCALED    
 GY2517* NAVD 88     -       265.142  (meters)     869.89   (feet)  ADJUSTED  
 GY2517  ___________________________________________________________________
 GY2517  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY2517  DYNAMIC HT  -         264.932 (meters)     869.20  (feet)  COMP
 GY2517  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 GY2517
 GY2517  VERT ORDER  -  SECOND    CLASS 0
 GY2517
 GY2517.The horizontal coordinates were scaled from a topographic map and have
 GY2517.an estimated accuracy of +/- 6 seconds.
 GY2517
 GY2517.The orthometric height was determined by differential leveling
 GY2517.and adjusted by the National Geodetic Survey in June 1991..
 GY2517
 GY2517.The geoid height was determined by GEOID03.
 GY2517
 GY2517.The dynamic height is computed by dividing the NAVD 88
 GY2517.geopotential number by the normal gravity value computed on the
 GY2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2517.degrees latitude (g = 980.6199 gals.).
 GY2517
 GY2517.The modeled gravity was interpolated from observed gravity values.
 GY2517
 GY2517;                    North         East    Units  Estimated Accuracy
 GY2517;SPC KY1Z     - 1,116,340.    1,692,330.      MT  (+/- 180 meters Scaled)
 GY2517
 GY2517                          SUPERSEDED SURVEY CONTROL
 GY2517
 GY2517  NGVD 29 (??/??/92)  265.302  (m)          870.41   (f) ADJ UNCH    2 0
 GY2517
 GY2517.Superseded values are not recommended for survey control.
 GY2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2517.See file dsdata.txt to determine how the superseded data were derived.
 GY2517
 GY2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB716380(NAD 83)
 GY2517_MARKER: DB = BENCH MARK DISK
 GY2517_SETTING: 66 = SET IN ROCK OUTCROP
 GY2517_SP_SET: ROCK BANK
 GY2517_STAMPING: C 168 1950 870.412
 GY2517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2517+STABILITY: POSITION/ELEVATION WELL
 GY2517
 GY2517  HISTORY     - Date     Condition        Report By
 GY2517  HISTORY     - 1950     MONUMENTED       CGS
 GY2517  HISTORY     - 1957     POOR             NGS
 GY2517
 GY2517                          STATION DESCRIPTION
 GY2517
 GY2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2517'1 MI W FROM LUCKY FORK.
 GY2517'ABOUT 1.0 MILE WEST ALONG A ROAD FOLLOWING LUCKY FORK FROM THE
 GY2517'SCHOOL AT LUCKY FORK, ABOUT 0.65 MILE WEST OF THE POST OFFICE
 GY2517'AT LUCKY FORK, 50 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 GY2517'20 FEET NORTHWEST OF CENTER OF CREEK, ACROSS ROAD AND CREEK FROM
 GY2517'THREE 14-INCH HEMLOCK TREES, SET VERTICALLY IN THE RECTANGULAR
 GY2517'AND SMOOTH FACE OF A 2 1/2-FOOT LAYER OF ROCK IN BANK, ABOUT 5
 GY2517'FEET ABOVE CREEK BED, ABOUT 4 FEET ABOVE ROAD.  NOTE-- IT HAD
 GY2517'BEEN SHOT WITH A SHOT GUN.
 GY2517
 GY2517                          STATION RECOVERY (1957)
 GY2517
 GY2517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2517'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2921 ***********************************************************************
 GY2921  DESIGNATION -  C 169
 GY2921  PID         -  GY2921
 GY2921  STATE/COUNTY-  KY/BREATHITT
 GY2921  USGS QUAD   -  TALLEGA (1976)
 GY2921
 GY2921                         *CURRENT SURVEY CONTROL
 GY2921  ___________________________________________________________________
 GY2921* NAD 83(1986)-  37 31 17.     (N)    083 31 09.     (W)     SCALED    
 GY2921* NAVD 88     -       216.702  (meters)     710.96   (feet)  ADJUSTED  
 GY2921  ___________________________________________________________________
 GY2921  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GY2921  DYNAMIC HT  -         216.533 (meters)     710.41  (feet)  COMP
 GY2921  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 GY2921
 GY2921  VERT ORDER  -  SECOND    CLASS 0
 GY2921
 GY2921.The horizontal coordinates were scaled from a topographic map and have
 GY2921.an estimated accuracy of +/- 6 seconds.
 GY2921
 GY2921.The orthometric height was determined by differential leveling
 GY2921.and adjusted by the National Geodetic Survey in June 1991..
 GY2921
 GY2921.The geoid height was determined by GEOID03.
 GY2921
 GY2921.The dynamic height is computed by dividing the NAVD 88
 GY2921.geopotential number by the normal gravity value computed on the
 GY2921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2921.degrees latitude (g = 980.6199 gals.).
 GY2921
 GY2921.The modeled gravity was interpolated from observed gravity values.
 GY2921
 GY2921;                    North         East    Units  Estimated Accuracy
 GY2921;SPC KY1Z     - 1,134,210.    1,697,170.      MT  (+/- 180 meters Scaled)
 GY2921
 GY2921                          SUPERSEDED SURVEY CONTROL
 GY2921
 GY2921  NGVD 29 (??/??/92)  216.861  (m)          711.48   (f) ADJ UNCH    2 0
 GY2921
 GY2921.Superseded values are not recommended for survey control.
 GY2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2921.See file dsdata.txt to determine how the superseded data were derived.
 GY2921
 GY2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB773556(NAD 83)
 GY2921_MARKER: DB = BENCH MARK DISK
 GY2921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2921_STAMPING: C 169 1950 711.485
 GY2921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2921+STABILITY: SURFACE MOTION
 GY2921
 GY2921  HISTORY     - Date     Condition        Report By
 GY2921  HISTORY     - 1950     MONUMENTED       CGS
 GY2921  HISTORY     - 1957     GOOD             NGS
 GY2921
 GY2921                          STATION DESCRIPTION
 GY2921
 GY2921'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2921'0.6 MI NE FROM COPEBRANCH.
 GY2921'ABOUT 0.55 MILE NORTHEAST ALONG A ROUGH ROAD FOLLOWING COPE BRANCH
 GY2921'UPSTREAM FROM THE POST OFFICE AND ROAD JUNCTION AT COPEBRANCH, AT
 GY2921'THE JUNCTION OF A ROUGH TRAIL LEADING NORTH, 16 FEET SOUTH OF
 GY2921'THE CENTER LINE OF ROAD AND JUNCTION, 5 FEET EAST OF A 10-INCH
 GY2921'ELM TREE, 17 FEET SOUTH OF THE WEST CORNER OF A FARM SHED, ABOUT 1
 GY2921'FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GY2921'PROJECTING 3 INCHES.
 GY2921
 GY2921                          STATION RECOVERY (1957)
 GY2921
 GY2921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0453 ***********************************************************************
 GD0453  DESIGNATION -  C 17
 GD0453  PID         -  GD0453
 GD0453  STATE/COUNTY-  KY/FULTON
 GD0453  USGS QUAD   -  WATER VALLEY (1981)
 GD0453
 GD0453                         *CURRENT SURVEY CONTROL
 GD0453  ___________________________________________________________________
 GD0453* NAD 83(1986)-  36 30 21.     (N)    088 52 25.     (W)     SCALED    
 GD0453* NAVD 88     -       111.008  (meters)     364.20   (feet)  ADJUSTED  
 GD0453  ___________________________________________________________________
 GD0453  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GD0453  DYNAMIC HT  -         110.920 (meters)     363.91  (feet)  COMP
 GD0453  MODELED GRAV-     979,841.4   (mgal)                       NAVD 88
 GD0453
 GD0453  VERT ORDER  -  FIRST     CLASS II
 GD0453
 GD0453.The horizontal coordinates were scaled from a topographic map and have
 GD0453.an estimated accuracy of +/- 6 seconds.
 GD0453
 GD0453.The orthometric height was determined by differential leveling
 GD0453.and adjusted by the National Geodetic Survey in June 1991..
 GD0453
 GD0453.The geoid height was determined by GEOID03.
 GD0453
 GD0453.The dynamic height is computed by dividing the NAVD 88
 GD0453.geopotential number by the normal gravity value computed on the
 GD0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0453.degrees latitude (g = 980.6199 gals.).
 GD0453
 GD0453.The modeled gravity was interpolated from observed gravity values.
 GD0453
 GD0453;                    North         East    Units  Estimated Accuracy
 GD0453;SPC KY1Z     - 1,023,830.    1,220,170.      MT  (+/- 180 meters Scaled)
 GD0453
 GD0453                          SUPERSEDED SURVEY CONTROL
 GD0453
 GD0453  NGVD 29 (??/??/??)  110.982  (m)          364.11   (f) ADJUSTED    1 2
 GD0453
 GD0453.Superseded values are not recommended for survey control.
 GD0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0453.See file dsdata.txt to determine how the superseded data were derived.
 GD0453
 GD0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF322416(NAD 83)
 GD0453_MARKER: DB = BENCH MARK DISK
 GD0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0453_SP_SET: ABUTMENT
 GD0453_STAMPING: C 17 1933
 GD0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0453+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 GD0453
 GD0453  HISTORY     - Date     Condition        Report By
 GD0453  HISTORY     - 1933     MONUMENTED       CGS
 GD0453  HISTORY     - 1948     GOOD             CGS
 GD0453  HISTORY     - 20020817 GOOD             USACE
 GD0453
 GD0453                          STATION DESCRIPTION
 GD0453
 GD0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0453'AT FULTON.
 GD0453'AT FULTON, ABOUT 100 YARDS SOUTH ALONG THE ILLINOIS CENTRAL
 GD0453'RAILROAD FROM THE UNION STATION, ABOUT 75 YARDS NORTHWEST OF A
 GD0453'WATER TANK, AT THE RAILROAD OVERPASS OVER LAKE STREET, SET IN THE
 GD0453'EAST END OF THE NORTH CONCRETE ABUTMENT OF THE OVERPASS, 9 FEET
 GD0453'EAST OF THE EAST RAIL OF A SIDE TRACK AND ABOUT 3 FEET BELOW
 GD0453'THE TRACKS.
 GD0453
 GD0453                          STATION RECOVERY (2002)
 GD0453
 GD0453'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0453'LAKE STREET OVERPASS IS NOW MEARS ST OR HWY 307 OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0030 ***********************************************************************
 GD0030  DESIGNATION -  C 17 TVA
 GD0030  PID         -  GD0030
 GD0030  STATE/COUNTY-  KY/LYON
 GD0030  USGS QUAD   -  MONT (1986)
 GD0030
 GD0030                         *CURRENT SURVEY CONTROL
 GD0030  ___________________________________________________________________
 GD0030* NAD 83(1986)-  36 54 08.     (N)    088 05 19.     (W)     SCALED    
 GD0030* NAVD 88     -       162.127  (meters)     531.91   (feet)  ADJUSTED  
 GD0030  ___________________________________________________________________
 GD0030  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GD0030  DYNAMIC HT  -         162.002 (meters)     531.50  (feet)  COMP
 GD0030  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 GD0030
 GD0030  VERT ORDER  -  FIRST     CLASS II
 GD0030
 GD0030.The horizontal coordinates were scaled from a topographic map and have
 GD0030.an estimated accuracy of +/- 6 seconds.
 GD0030
 GD0030.The orthometric height was determined by differential leveling
 GD0030.and adjusted by the National Geodetic Survey in June 1991..
 GD0030
 GD0030.The geoid height was determined by GEOID03.
 GD0030
 GD0030.The dynamic height is computed by dividing the NAVD 88
 GD0030.geopotential number by the normal gravity value computed on the
 GD0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0030.degrees latitude (g = 980.6199 gals.).
 GD0030
 GD0030.The modeled gravity was interpolated from observed gravity values.
 GD0030
 GD0030;                    North         East    Units  Estimated Accuracy
 GD0030;SPC KY1Z     - 1,065,750.    1,291,580.      MT  (+/- 180 meters Scaled)
 GD0030
 GD0030                          SUPERSEDED SURVEY CONTROL
 GD0030
 GD0030  NGVD 29 (??/??/??)  162.196  (m)          532.14   (f) ADJUSTED    1 2
 GD0030
 GD0030.Superseded values are not recommended for survey control.
 GD0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0030.See file dsdata.txt to determine how the superseded data were derived.
 GD0030
 GD0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF030845(NAD 83)
 GD0030_MARKER: Z = SEE DESCRIPTION
 GD0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0030_STAMPING: USRA NX C 17 S 42.31 E
 GD0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0030+STABILITY: SURFACE MOTION
 GD0030
 GD0030  HISTORY     - Date     Condition        Report By
 GD0030  HISTORY     - UNK      MONUMENTED       TVA
 GD0030  HISTORY     - 1946     GOOD             CGS
 GD0030  HISTORY     - 1972     MARK NOT FOUND   NGS
 GD0030
 GD0030                          STATION DESCRIPTION
 GD0030
 GD0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0030'13.8 MI SE FROM GRAND RIVERS.
 GD0030'ABOUT 4.45 MILES SOUTHEAST ALONG THE STAR LIME WORKS ROAD FROM
 GD0030'THE POST OFFICE AT GRAND RIVERS, THENCE ABOUT 9.35 MILES
 GD0030'SOUTHEAST ALONG THE DIVIDING RIDGE ROAD, ABOUT 0.1 MILE SOUTHEAST
 GD0030'OF THE T JUNCTION OF A ROAD LEADING WEST, 37 FEET SOUTHWEST OF
 GD0030'THE CENTER LINE OF THE ROAD, 87 FEET SOUTH AND ACROSS THE ROAD
 GD0030'FROM A TELEPHONE POLE, 17 FEET NORTHEAST OF A BLAZED 16 INCH
 GD0030'FORKED OAK TREE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 GD0030'OF A CONCRETE POST PROJECTING 4 INCHES.
 GD0030
 GD0030                          STATION RECOVERY (1972)
 GD0030
 GD0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2145 ***********************************************************************
 GY2145  DESIGNATION -  C 172
 GY2145  PID         -  GY2145
 GY2145  STATE/COUNTY-  KY/BREATHITT
 GY2145  USGS QUAD   -  CANOE (1976)
 GY2145
 GY2145                         *CURRENT SURVEY CONTROL
 GY2145  ___________________________________________________________________
 GY2145* NAD 83(1986)-  37 22 54.     (N)    083 28 08.     (W)     SCALED    
 GY2145* NAVD 88     -       223.387  (meters)     732.90   (feet)  ADJUSTED  
 GY2145  ___________________________________________________________________
 GY2145  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GY2145  DYNAMIC HT  -         223.212 (meters)     732.32  (feet)  COMP
 GY2145  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 GY2145
 GY2145  VERT ORDER  -  SECOND    CLASS 0
 GY2145
 GY2145.The horizontal coordinates were scaled from a topographic map and have
 GY2145.an estimated accuracy of +/- 6 seconds.
 GY2145
 GY2145.The orthometric height was determined by differential leveling
 GY2145.and adjusted by the National Geodetic Survey in June 1991..
 GY2145
 GY2145.The geoid height was determined by GEOID03.
 GY2145
 GY2145.The dynamic height is computed by dividing the NAVD 88
 GY2145.geopotential number by the normal gravity value computed on the
 GY2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2145.degrees latitude (g = 980.6199 gals.).
 GY2145
 GY2145.The modeled gravity was interpolated from observed gravity values.
 GY2145
 GY2145;                    North         East    Units  Estimated Accuracy
 GY2145;SPC KY1Z     - 1,118,820.    1,701,990.      MT  (+/- 180 meters Scaled)
 GY2145
 GY2145                          SUPERSEDED SURVEY CONTROL
 GY2145
 GY2145  NGVD 29 (??/??/92)  223.552  (m)          733.44   (f) ADJ UNCH    2 0
 GY2145
 GY2145.Superseded values are not recommended for survey control.
 GY2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2145.See file dsdata.txt to determine how the superseded data were derived.
 GY2145
 GY2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB814400(NAD 83)
 GY2145_MARKER: DB = BENCH MARK DISK
 GY2145_SETTING: 66 = SET IN ROCK OUTCROP
 GY2145_SP_SET: ROCK
 GY2145_STAMPING: C 172 1950 733.437
 GY2145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2145+STABILITY: POSITION/ELEVATION WELL
 GY2145
 GY2145  HISTORY     - Date     Condition        Report By
 GY2145  HISTORY     - 1950     MONUMENTED       CGS
 GY2145  HISTORY     - 1957     POOR             NGS
 GY2145  HISTORY     - 19960625 MARK NOT FOUND   KYDT
 GY2145
 GY2145                          STATION DESCRIPTION
 GY2145
 GY2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2145'1.4 MI S FROM CROCKETTSVILLE.
 GY2145'ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 315 FROM THE POST
 GY2145'OFFICE AT CROCKETTSVILLE, THENCE ABOUT 0.8 MILE SOUTH ALONG A GRAVEL
 GY2145'ROAD THAT FORDS MIDDLE FORK OF KENTUCKY RIVER, ABOUT 0.7 MILE
 GY2145'SOUTH OF FORD, ABOUT 1.0 MILE NORTH OF JOHNSON BAPTIST CHURCH,
 GY2145'ABOUT 0.3 MILE NORTHWEST OF A FARM HOUSE, 33 FEET NORTH OF THE
 GY2145'CENTER LINE OF THE ROAD, 24 FEET NORTH OF A WIRE FENCE, SET IN
 GY2145'THE TOP OF THE SOUTHEAST END OF A 6-FOOT HIGH, ROUNDED, ROCK
 GY2145'EMBEDDED IN THE FOOT OF A HILL, 3 FEET SOUTHEAST OF A 1-FOOT OUTLINE
 GY2145'TRIANGLE CUT IN SOUTH FACE OF ROCK, AND ABOUT 1 1/2 FEET ABOVE THE
 GY2145'ROAD.
 GY2145
 GY2145                          STATION RECOVERY (1957)
 GY2145
 GY2145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2145'MARK RECOVERED IN POOR CONDITION.
 GY2145
 GY2145                          STATION RECOVERY (1996)
 GY2145
 GY2145'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2145'PROBABLY STILL HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3139 ***********************************************************************
 GY3139  DESIGNATION -  C 173 RESET 1983
 GY3139  PID         -  GY3139
 GY3139  STATE/COUNTY-  KY/PERRY
 GY3139  USGS QUAD   -  KRYPTON (1972)
 GY3139
 GY3139                         *CURRENT SURVEY CONTROL
 GY3139  ___________________________________________________________________
 GY3139* NAD 83(1986)-  37 20 50.     (N)    083 21 13.     (W)     SCALED    
 GY3139* NAVD 88     -       247.17   (meters)     810.9    (feet)  RESET     
 GY3139  ___________________________________________________________________
 GY3139  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY3139
 GY3139  VERT ORDER  -  THIRD
 GY3139
 GY3139.The horizontal coordinates were scaled from a topographic map and have
 GY3139.an estimated accuracy of +/- 6 seconds.
 GY3139
 GY3139.The orthometric height was computed from unverified reset data.
 GY3139.No vertical observational check was made to the station.
 GY3139
 GY3139.The geoid height was determined by GEOID03.
 GY3139
 GY3139;                    North         East    Units  Estimated Accuracy
 GY3139;SPC KY1Z     - 1,115,250.    1,712,300.      MT  (+/- 180 meters Scaled)
 GY3139
 GY3139                          SUPERSEDED SURVEY CONTROL
 GY3139
 GY3139  NGVD 29 (10/08/05)  247.34   (m)          811.5    (f) RESET       3  
 GY3139
 GY3139.Superseded values are not recommended for survey control.
 GY3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3139.See file dsdata.txt to determine how the superseded data were derived.
 GY3139
 GY3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB915359(NAD 83)
 GY3139_MARKER: DB = BENCH MARK DISK
 GY3139_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GY3139_SP_SET: WINGWALL
 GY3139_STAMPING: C 173 RESET 1983
 GY3139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3139+STABILITY: SURFACE MOTION
 GY3139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY3139+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 GY3139
 GY3139  HISTORY     - Date     Condition        Report By
 GY3139  HISTORY     - 1983     MONUMENTED       KYDT
 GY3139  HISTORY     - 19960410 GOOD             KYDT
 GY3139  HISTORY     - 19960624 GOOD             KYDT
 GY3139
 GY3139                          STATION DESCRIPTION
 GY3139
 GY3139'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GY3139'IN CHAVIES.
 GY3139'IN CHAVIES, ABOUT 250 FEET EAST ALONG STATE HIGHWAY 28 FROM THE
 GY3139'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD, IN THE TOP OF
 GY3139'THE NORTHWEST END OF THE NORTHWEST WINGWALL OF A CONCRETE BRIDGE
 GY3139'OVER THE NORTH FORK OF KENTUCKY RIVER, 15.0 FEET NORTH OF THE
 GY3139'CENTER OF THE WEST END OF BRIDGE, 13.0 FEET EAST OF THE NORTHEAST
 GY3139'END OF WINGWALL, AND 1.5 FEET WEST OF THE WEST END OF NORTHWEST
 GY3139'WINGWALL.
 GY3139'THE MARK IS 3.0 FT ABOVE BRIDGE FLOOR.
 GY3139
 GY3139                          STATION RECOVERY (1996)
 GY3139
 GY3139'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY3139'RECOVERED IN GOOD CONDITION.
 GY3139
 GY3139                          STATION RECOVERY (1996)
 GY3139
 GY3139'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY3139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2260 ***********************************************************************
 GY2260  DESIGNATION -  C 174
 GY2260  PID         -  GY2260
 GY2260  STATE/COUNTY-  KY/PERRY
 GY2260  USGS QUAD   -  KRYPTON (1972)
 GY2260
 GY2260                         *CURRENT SURVEY CONTROL
 GY2260  ___________________________________________________________________
 GY2260* NAD 83(1986)-  37 16 46.     (N)    083 18 50.     (W)     SCALED    
 GY2260* NAVD 88     -       281.025  (meters)     922.00   (feet)  ADJUSTED  
 GY2260  ___________________________________________________________________
 GY2260  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY2260  DYNAMIC HT  -         280.808 (meters)     921.28  (feet)  COMP
 GY2260  MODELED GRAV-     979,850.0   (mgal)                       NAVD 88
 GY2260
 GY2260  VERT ORDER  -  SECOND    CLASS 0
 GY2260
 GY2260.The horizontal coordinates were scaled from a topographic map and have
 GY2260.an estimated accuracy of +/- 6 seconds.
 GY2260
 GY2260.The orthometric height was determined by differential leveling
 GY2260.and adjusted by the National Geodetic Survey in June 1991..
 GY2260
 GY2260.The geoid height was determined by GEOID03.
 GY2260
 GY2260.The dynamic height is computed by dividing the NAVD 88
 GY2260.geopotential number by the normal gravity value computed on the
 GY2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2260.degrees latitude (g = 980.6199 gals.).
 GY2260
 GY2260.The modeled gravity was interpolated from observed gravity values.
 GY2260
 GY2260;                    North         East    Units  Estimated Accuracy
 GY2260;SPC KY1Z     - 1,107,820.    1,716,010.      MT  (+/- 180 meters Scaled)
 GY2260
 GY2260                          SUPERSEDED SURVEY CONTROL
 GY2260
 GY2260  NGVD 29 (??/??/92)  281.20   (m)          922.6    (f) COMPUTED    2 0
 GY2260
 GY2260.Superseded values are not recommended for survey control.
 GY2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2260.See file dsdata.txt to determine how the superseded data were derived.
 GY2260
 GY2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB948283(NAD 83)
 GY2260_MARKER: DB = BENCH MARK DISK
 GY2260_SETTING: 66 = SET IN ROCK OUTCROP
 GY2260_SP_SET: ROCK CUT
 GY2260_STAMPING: C 174 1950 922.577
 GY2260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2260+STABILITY: POSITION/ELEVATION WELL
 GY2260
 GY2260  HISTORY     - Date     Condition        Report By
 GY2260  HISTORY     - 1950     MONUMENTED       CGS
 GY2260  HISTORY     - 1957     GOOD             NGS
 GY2260
 GY2260                          STATION DESCRIPTION
 GY2260
 GY2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2260'0.8 MI NW FROM YERKES.
 GY2260'ABOUT 0.85 MILE NORTHWEST AND WEST ALONG A GRAVEL ROAD LEADING TO
 GY2260'KRYPTON FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT
 GY2260'YERKES, ABOUT 0.45 MILE WEST OF THE CROSSING OF THE L. AND N.
 GY2260'RR., NORTH AND DIRECTLY ACROSS A CREEK AND ROAD FROM FORKED
 GY2260'MOUTH SCHOOL HOUSE (SCHOOL ABOUT 70 FEET BELOW ROAD), 173 FEET
 GY2260'WEST OF THE NORTH END OF A 24-INCH PIPE CULVERT, SET VERTICALLY
 GY2260'IN THE IRREGULAR SHAPED FACE OF A ROCK CUT, 16 1/2 FEET NORTH OF
 GY2260'THE CENTER LINE OF THE ROAD AND ABOUT 3 FEET ABOVE THE ROAD.
 GY2260
 GY2260                          STATION RECOVERY (1957)
 GY2260
 GY2260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2112 ***********************************************************************
 GY2112  DESIGNATION -  C 175
 GY2112  PID         -  GY2112
 GY2112  STATE/COUNTY-  KY/PERRY
 GY2112  USGS QUAD   -  HAZARD NORTH (1992)
 GY2112
 GY2112                         *CURRENT SURVEY CONTROL
 GY2112  ___________________________________________________________________
 GY2112* NAD 83(1986)-  37 22 07.     (N)    083 14 14.     (W)     SCALED    
 GY2112* NAVD 88     -       284.463  (meters)     933.28   (feet)  ADJUSTED  
 GY2112  ___________________________________________________________________
 GY2112  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY2112  DYNAMIC HT  -         284.242 (meters)     932.55  (feet)  COMP
 GY2112  MODELED GRAV-     979,848.3   (mgal)                       NAVD 88
 GY2112
 GY2112  VERT ORDER  -  SECOND    CLASS 0
 GY2112
 GY2112.The horizontal coordinates were scaled from a topographic map and have
 GY2112.an estimated accuracy of +/- 6 seconds.
 GY2112
 GY2112.The orthometric height was determined by differential leveling
 GY2112.and adjusted by the National Geodetic Survey in June 1991..
 GY2112
 GY2112.The geoid height was determined by GEOID03.
 GY2112
 GY2112.The dynamic height is computed by dividing the NAVD 88
 GY2112.geopotential number by the normal gravity value computed on the
 GY2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2112.degrees latitude (g = 980.6199 gals.).
 GY2112
 GY2112.The modeled gravity was interpolated from observed gravity values.
 GY2112
 GY2112;                    North         East    Units  Estimated Accuracy
 GY2112;SPC KY1Z     - 1,117,900.    1,722,540.      MT  (+/- 180 meters Scaled)
 GY2112
 GY2112                          SUPERSEDED SURVEY CONTROL
 GY2112
 GY2112  NGVD 29 (??/??/92)  284.631  (m)          933.83   (f) ADJ UNCH    2 0
 GY2112
 GY2112.Superseded values are not recommended for survey control.
 GY2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2112.See file dsdata.txt to determine how the superseded data were derived.
 GY2112
 GY2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB018381(NAD 83)
 GY2112_MARKER: DB = BENCH MARK DISK
 GY2112_SETTING: 66 = SET IN ROCK OUTCROP
 GY2112_SP_SET: ROCK OUTCROP
 GY2112_STAMPING: C 175 1950 933.827
 GY2112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2112+STABILITY: POSITION/ELEVATION WELL
 GY2112
 GY2112  HISTORY     - Date     Condition        Report By
 GY2112  HISTORY     - 1950     MONUMENTED       CGS
 GY2112  HISTORY     - 1956     GOOD             NGS
 GY2112  HISTORY     - 19960610 MARK NOT FOUND   KYDT
 GY2112
 GY2112                          STATION DESCRIPTION
 GY2112
 GY2112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2112'0.8 MI NW FROM DICE.
 GY2112'0.85 MILE NORTHWEST ALONG A ROAD FOLLOWING LOST CREEK FROM THE
 GY2112'POST OFFICE AND MOUTH OF SIXTEENMILE CREEK AT DICE, ABOUT 210
 GY2112'YARDS SOUTH OF A FORD ACROSS LOST CREEK, BETWEEN ROAD AND
 GY2112'CREEK, SET IN THE TOP AND 2 FEET WEST OF THE HIGHEST POINT OF
 GY2112'A LARGE OUTCROP OF ROCK, 21 FEET SOUTHWEST OF CENTER OF ROAD,
 GY2112'AT THE TOP OF A SMALL RISE IN ROAD, ABOUT LEVEL WITH ROAD.
 GY2112
 GY2112                          STATION RECOVERY (1996)
 GY2112
 GY2112'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0407 ***********************************************************************
 GZ0407  DESIGNATION -  C 176
 GZ0407  PID         -  GZ0407
 GZ0407  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0407  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0407
 GZ0407                         *CURRENT SURVEY CONTROL
 GZ0407  ___________________________________________________________________
 GZ0407* NAD 83(1986)-  37 17 06.     (N)    084 21 11.     (W)     SCALED    
 GZ0407* NAVD 88     -       288.700  (meters)     947.18   (feet)  ADJUSTED  
 GZ0407  ___________________________________________________________________
 GZ0407  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GZ0407  DYNAMIC HT  -         288.485 (meters)     946.47  (feet)  COMP
 GZ0407  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 GZ0407
 GZ0407  VERT ORDER  -  SECOND    CLASS 0
 GZ0407
 GZ0407.The horizontal coordinates were scaled from a topographic map and have
 GZ0407.an estimated accuracy of +/- 6 seconds.
 GZ0407
 GZ0407.The orthometric height was determined by differential leveling
 GZ0407.and adjusted by the National Geodetic Survey in June 1991..
 GZ0407
 GZ0407.The geoid height was determined by GEOID03.
 GZ0407
 GZ0407.The dynamic height is computed by dividing the NAVD 88
 GZ0407.geopotential number by the normal gravity value computed on the
 GZ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0407.degrees latitude (g = 980.6199 gals.).
 GZ0407
 GZ0407.The modeled gravity was interpolated from observed gravity values.
 GZ0407
 GZ0407;                    North         East    Units  Estimated Accuracy
 GZ0407;SPC KY1Z     - 1,106,550.    1,623,870.      MT  (+/- 180 meters Scaled)
 GZ0407
 GZ0407                          SUPERSEDED SURVEY CONTROL
 GZ0407
 GZ0407  NGVD 29 (??/??/92)  288.867  (m)          947.72   (f) ADJ UNCH    2 0
 GZ0407
 GZ0407.Superseded values are not recommended for survey control.
 GZ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0407.See file dsdata.txt to determine how the superseded data were derived.
 GZ0407
 GZ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG346297(NAD 83)
 GZ0407_MARKER: DB = BENCH MARK DISK
 GZ0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0407_SP_SET: BRIDGE
 GZ0407_STAMPING: C 176 1950 947.724
 GZ0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0407+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 GZ0407
 GZ0407  HISTORY     - Date     Condition        Report By
 GZ0407  HISTORY     - 1950     MONUMENTED       CGS
 GZ0407  HISTORY     - 1961     GOOD             NGS
 GZ0407  HISTORY     - 20050428 GOOD             KYTC
 GZ0407
 GZ0407                          STATION DESCRIPTION
 GZ0407
 GZ0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0407'1 MI S FROM SAND SPRINGS.
 GZ0407'ABOUT 1.0 MILE SOUTH ALONG A ROAD FROM THE POST OFFICE AT SAND
 GZ0407'SPRINGS, ABOUT 0.9 MILE SOUTH OF SAND SPRINGS BAPTIST CHURCH,
 GZ0407'SET IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF A
 GZ0407'10-FOOT CONCRETE BRIDGE, 50 FEET NORTH OF THE CENTER OF
 GZ0407'INTERSECTION OF A CROSSROAD, 48 FEET NORTH OF THE CENTER LINE
 GZ0407'OF ROAD EAST, 12 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GZ0407'1 FOOT SOUTH OF THE NORTH END OF HEADWALL AND ABOUT LEVEL WITH
 GZ0407'THE ROAD.
 GZ0407
 GZ0407                          STATION RECOVERY (1961)
 GZ0407
 GZ0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GZ0407'RECOVERED IN GOOD CONDITION.
 GZ0407
 GZ0407                          STATION RECOVERY (2005)
 GZ0407
 GZ0407'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1005 ***********************************************************************
 GZ1005  DESIGNATION -  C 178
 GZ1005  PID         -  GZ1005
 GZ1005  STATE/COUNTY-  KY/PULASKI
 GZ1005  USGS QUAD   -  WOODSTOCK (1979)
 GZ1005
 GZ1005                         *CURRENT SURVEY CONTROL
 GZ1005  ___________________________________________________________________
 GZ1005* NAD 83(1986)-  37 16 26.     (N)    084 33 21.     (W)     SCALED    
 GZ1005* NAVD 88     -       344.243  (meters)    1129.40   (feet)  ADJUSTED  
 GZ1005  ___________________________________________________________________
 GZ1005  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GZ1005  DYNAMIC HT  -         343.980 (meters)    1128.54  (feet)  COMP
 GZ1005  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 GZ1005
 GZ1005  VERT ORDER  -  SECOND    CLASS 0
 GZ1005
 GZ1005.The horizontal coordinates were scaled from a topographic map and have
 GZ1005.an estimated accuracy of +/- 6 seconds.
 GZ1005
 GZ1005.The orthometric height was determined by differential leveling
 GZ1005.and adjusted by the National Geodetic Survey in June 1991..
 GZ1005
 GZ1005.The geoid height was determined by GEOID03.
 GZ1005
 GZ1005.The dynamic height is computed by dividing the NAVD 88
 GZ1005.geopotential number by the normal gravity value computed on the
 GZ1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1005.degrees latitude (g = 980.6199 gals.).
 GZ1005
 GZ1005.The modeled gravity was interpolated from observed gravity values.
 GZ1005
 GZ1005;                    North         East    Units  Estimated Accuracy
 GZ1005;SPC KY1Z     - 1,105,060.    1,605,910.      MT  (+/- 180 meters Scaled)
 GZ1005
 GZ1005                          SUPERSEDED SURVEY CONTROL
 GZ1005
 GZ1005  NGVD 29 (??/??/92)  344.397  (m)         1129.91   (f) ADJ UNCH    2 0
 GZ1005
 GZ1005.Superseded values are not recommended for survey control.
 GZ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1005.See file dsdata.txt to determine how the superseded data were derived.
 GZ1005
 GZ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG167280(NAD 83)
 GZ1005_MARKER: DB = BENCH MARK DISK
 GZ1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1005_STAMPING: C 178 1950 1129.909
 GZ1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1005+STABILITY: SURFACE MOTION
 GZ1005
 GZ1005  HISTORY     - Date     Condition        Report By
 GZ1005  HISTORY     - 1950     MONUMENTED       CGS
 GZ1005  HISTORY     - 1958     GOOD             NGS
 GZ1005  HISTORY     - 1984     MARK NOT FOUND   KYDT
 GZ1005
 GZ1005                          STATION DESCRIPTION
 GZ1005
 GZ1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1005'2.7 MI W FROM WOODSTOCK.
 GZ1005'ABOUT 1.6 MILES WEST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 GZ1005'WOODSTOCK, THENCE ABOUT 1.1 MILES NORTHWEST AND WEST ALONG A
 GZ1005'ROAD, NEAR THE TOP OF A HILL, ABOUT 0.4 MILE WEST OF TAYLORS
 GZ1005'STORE, 59 FEET EAST OF A POWER POLE, 25 FEET SOUTH OF THE
 GZ1005'CENTER LINE OF THE ROAD, 21 FEET EAST OF THE CENTER LINE OF A
 GZ1005'DRIVE TO A HAY FIELD, 9 FEET NORTHWEST OF A FENCE CORNER, 2 FEET
 GZ1005'NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN
 GZ1005'WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE ROAD AND SET IN THE
 GZ1005'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1005
 GZ1005                          STATION RECOVERY (1958)
 GZ1005
 GZ1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1005'RECOVERED IN GOOD CONDITION.
 GZ1005
 GZ1005                          STATION RECOVERY (1984)
 GZ1005
 GZ1005'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0422 ***********************************************************************
 GZ0422  DESIGNATION -  C 179
 GZ0422  PID         -  GZ0422
 GZ0422  STATE/COUNTY-  KY/PULASKI
 GZ0422  USGS QUAD   -  MARETBURG (1979)
 GZ0422
 GZ0422                         *CURRENT SURVEY CONTROL
 GZ0422  ___________________________________________________________________
 GZ0422* NAD 83(1986)-  37 15 21.     (N)    084 25 39.     (W)     SCALED    
 GZ0422* NAVD 88     -       332.113  (meters)    1089.61   (feet)  ADJUSTED  
 GZ0422  ___________________________________________________________________
 GZ0422  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GZ0422  DYNAMIC HT  -         331.865 (meters)    1088.79  (feet)  COMP
 GZ0422  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 GZ0422
 GZ0422  VERT ORDER  -  SECOND    CLASS 0
 GZ0422
 GZ0422.The horizontal coordinates were scaled from a topographic map and have
 GZ0422.an estimated accuracy of +/- 6 seconds.
 GZ0422
 GZ0422.The orthometric height was determined by differential leveling
 GZ0422.and adjusted by the National Geodetic Survey in June 1991..
 GZ0422
 GZ0422.The geoid height was determined by GEOID03.
 GZ0422
 GZ0422.The dynamic height is computed by dividing the NAVD 88
 GZ0422.geopotential number by the normal gravity value computed on the
 GZ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0422.degrees latitude (g = 980.6199 gals.).
 GZ0422
 GZ0422.The modeled gravity was interpolated from observed gravity values.
 GZ0422
 GZ0422;                    North         East    Units  Estimated Accuracy
 GZ0422;SPC KY1Z     - 1,103,210.    1,617,310.      MT  (+/- 180 meters Scaled)
 GZ0422
 GZ0422                          SUPERSEDED SURVEY CONTROL
 GZ0422
 GZ0422  NGVD 29 (??/??/92)  332.278  (m)         1090.15   (f) ADJ UNCH    2 0
 GZ0422
 GZ0422.Superseded values are not recommended for survey control.
 GZ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0422.See file dsdata.txt to determine how the superseded data were derived.
 GZ0422
 GZ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG281263(NAD 83)
 GZ0422_MARKER: DB = BENCH MARK DISK
 GZ0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0422_STAMPING: C 179 1950 1090.149
 GZ0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0422+STABILITY: SURFACE MOTION
 GZ0422
 GZ0422  HISTORY     - Date     Condition        Report By
 GZ0422  HISTORY     - 1950     MONUMENTED       CGS
 GZ0422  HISTORY     - 1958     GOOD             NGS
 GZ0422
 GZ0422                          STATION DESCRIPTION
 GZ0422
 GZ0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0422'1.7 MI S FROM LEVEL GREEN.
 GZ0422'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 461 FROM THE POST
 GZ0422'OFFICE AT LEVEL GREEN, ABOUT 0.7 MILE SOUTH OF THE
 GZ0422'ROCKCASTLE-PULASKI COUNTY LINE, ABOUT 0.45 MILE SOUTH OF THE
 GZ0422'JUNCTION OF A ROAD WEST, AT THE JUNCTION OF A ROAD EAST, 40
 GZ0422'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 73 FEET NORTHEAST
 GZ0422'OF THE NORTH END OF THE EAST HEAD WALL OF AN 18-INCH PIPE
 GZ0422'CULVERT UNDER HIGHWAY, 31 FEET EAST OF THE CENTER LINE OF THE
 GZ0422'HIGHWAY, 23 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 GZ0422'EAST, 12 FEET SOUTH OF A FENCE CORNER, 1 1/2 FEET WEST OF A
 GZ0422'FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 GZ0422'POST, ABOUT 3 1/2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 GZ0422'CONCRETE POST PROJECTING 4 INCHES.
 GZ0422
 GZ0422                          STATION RECOVERY (1958)
 GZ0422
 GZ0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0443 ***********************************************************************
 HB0443  DESIGNATION -  C 18
 HB0443  PID         -  HB0443
 HB0443  STATE/COUNTY-  KY/MCCRACKEN
 HB0443  USGS QUAD   -  PADUCAH EAST (1982)
 HB0443
 HB0443                         *CURRENT SURVEY CONTROL
 HB0443  ___________________________________________________________________
 HB0443* NAD 83(1986)-  37 01 29.     (N)    088 36 37.     (W)     SCALED    
 HB0443* NAVD 88     -       102.791  (meters)     337.24   (feet)  ADJUSTED  
 HB0443  ___________________________________________________________________
 HB0443  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB0443  DYNAMIC HT  -         102.715 (meters)     336.99  (feet)  COMP
 HB0443  MODELED GRAV-     979,882.8   (mgal)                       NAVD 88
 HB0443
 HB0443  VERT ORDER  -  SECOND    CLASS 0
 HB0443
 HB0443.The horizontal coordinates were scaled from a topographic map and have
 HB0443.an estimated accuracy of +/- 6 seconds.
 HB0443
 HB0443.The orthometric height was determined by differential leveling
 HB0443.and adjusted by the National Geodetic Survey in June 1991..
 HB0443
 HB0443.The geoid height was determined by GEOID03.
 HB0443
 HB0443.The dynamic height is computed by dividing the NAVD 88
 HB0443.geopotential number by the normal gravity value computed on the
 HB0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0443.degrees latitude (g = 980.6199 gals.).
 HB0443
 HB0443.The modeled gravity was interpolated from observed gravity values.
 HB0443
 HB0443;                    North         East    Units  Estimated Accuracy
 HB0443;SPC KY1Z     - 1,080,630.    1,245,520.      MT  (+/- 180 meters Scaled)
 HB0443
 HB0443                          SUPERSEDED SURVEY CONTROL
 HB0443
 HB0443  NGVD 29 (??/??/??)  102.807  (m)          337.29   (f) ADJUSTED    2 0
 HB0443
 HB0443.Superseded values are not recommended for survey control.
 HB0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0443.See file dsdata.txt to determine how the superseded data were derived.
 HB0443
 HB0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF567988(NAD 83)
 HB0443_MARKER: DB = BENCH MARK DISK
 HB0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0443_STAMPING: C 18 1933
 HB0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0443+STABILITY: SURFACE MOTION
 HB0443
 HB0443  HISTORY     - Date     Condition        Report By
 HB0443  HISTORY     - 1933     MONUMENTED       CGS
 HB0443  HISTORY     - 1972     GOOD             NGS
 HB0443  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0443  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0443  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0443  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 HB0443
 HB0443                          STATION DESCRIPTION
 HB0443
 HB0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HB0443'3 MI S FROM PADUCAH.
 HB0443'ABOUT 3 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0443'UNION STATION AT PADUCAH, MC CRACKEN COUNTY, 7-1/2 RAILS SOUTH
 HB0443'OF MILEPOST 228, 7-1/4 RAILS SOUTH OF SIGNAL TOWER J 228.1,
 HB0443'SOUTH OF A ROAD CROSSING, AND 20 FEET EAST OF THE EAST (MAIN)
 HB0443'TRACK.  A STANDARD DISK, STAMPED C 18 1933 AND SET IN THE TOP
 HB0443'OF A CONCRETE POST.
 HB0443
 HB0443                          STATION RECOVERY (1972)
 HB0443
 HB0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0443'RECOVERED IN GOOD CONDITION.
 HB0443
 HB0443                          STATION RECOVERY (1978)
 HB0443
 HB0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0443'MARK NOT FOUND.
 HB0443
 HB0443                          STATION RECOVERY (1978)
 HB0443
 HB0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0443'MARK NOT FOUND.
 HB0443
 HB0443                          STATION RECOVERY (1978)
 HB0443
 HB0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0443'MARK NOT FOUND.
 HB0443
 HB0443                          STATION RECOVERY (2003)
 HB0443
 HB0443'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0395 ***********************************************************************
 GZ0395  DESIGNATION -  C 180
 GZ0395  PID         -  GZ0395
 GZ0395  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0395  USGS QUAD   -  BILLOWS (1987)
 GZ0395
 GZ0395                         *CURRENT SURVEY CONTROL
 GZ0395  ___________________________________________________________________
 GZ0395* NAD 83(1986)-  37 10 21.     (N)    084 18 46.     (W)     SCALED    
 GZ0395* NAVD 88     -       258.693  (meters)     848.73   (feet)  ADJUSTED  
 GZ0395  ___________________________________________________________________
 GZ0395  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GZ0395  DYNAMIC HT  -         258.500 (meters)     848.10  (feet)  COMP
 GZ0395  MODELED GRAV-     979,877.1   (mgal)                       NAVD 88
 GZ0395
 GZ0395  VERT ORDER  -  SECOND    CLASS 0
 GZ0395
 GZ0395.The horizontal coordinates were scaled from a topographic map and have
 GZ0395.an estimated accuracy of +/- 6 seconds.
 GZ0395
 GZ0395.The orthometric height was determined by differential leveling
 GZ0395.and adjusted by the National Geodetic Survey in June 1991..
 GZ0395
 GZ0395.The geoid height was determined by GEOID03.
 GZ0395
 GZ0395.The dynamic height is computed by dividing the NAVD 88
 GZ0395.geopotential number by the normal gravity value computed on the
 GZ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0395.degrees latitude (g = 980.6199 gals.).
 GZ0395
 GZ0395.The modeled gravity was interpolated from observed gravity values.
 GZ0395
 GZ0395;                    North         East    Units  Estimated Accuracy
 GZ0395;SPC KY1Z     - 1,094,120.    1,627,630.      MT  (+/- 180 meters Scaled)
 GZ0395
 GZ0395                          SUPERSEDED SURVEY CONTROL
 GZ0395
 GZ0395  NGVD 29 (??/??/92)  258.862  (m)          849.28   (f) ADJ UNCH    2 0
 GZ0395
 GZ0395.Superseded values are not recommended for survey control.
 GZ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0395.See file dsdata.txt to determine how the superseded data were derived.
 GZ0395
 GZ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG385173(NAD 83)
 GZ0395_MARKER: DB = BENCH MARK DISK
 GZ0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0395_SP_SET: ROCK OUTCROP
 GZ0395_STAMPING: C 180 1950 849.283
 GZ0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0395+STABILITY: SURFACE MOTION
 GZ0395
 GZ0395  HISTORY     - Date     Condition        Report By
 GZ0395  HISTORY     - 1950     MONUMENTED       CGS
 GZ0395  HISTORY     - 1958     GOOD             NGS
 GZ0395
 GZ0395                          STATION DESCRIPTION
 GZ0395
 GZ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0395'1 MI N FROM BILLOWS.
 GZ0395'ABOUT 0.05 MILE WEST ALONG STATE HIGHWAY 80 FROM THE BRIDGE OVER
 GZ0395'LINE CREEK, THENCE ABOUT 0.85 MILE NORTH AND EAST ALONG A GRAVEL
 GZ0395'ROAD, THENCE ABOUT 0.1 MILE NORTH ALONG A POOR ROAD, SET IN THE
 GZ0395'TOP OF AN OUTCROPPING OF LIMESTONE, 126 FEET NORTHEAST OF CENTER
 GZ0395'OF ROAD AT FORD ACROSS STREAM, 14 FEET NORTHWEST OF THE CENTER
 GZ0395'LINE OF THE ROAD, 68 FEET NORTHEAST OF AN 8-INCH BLACK WALNUT
 GZ0395'TREE IN FENCE LINE, 2 1/2 FEET NORTHEAST OF A 5-INCH ELM TREE
 GZ0395'IN FENCE LINE, 1 1/2 FEET SOUTHEAST OF A FENCE LINE AND ABOUT
 GZ0395'3 FEET ABOVE THE ROAD.
 GZ0395
 GZ0395                          STATION RECOVERY (1958)
 GZ0395
 GZ0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2566 ***********************************************************************
 GZ2566  DESIGNATION -  C 180 RESET 1978
 GZ2566  PID         -  GZ2566
 GZ2566  STATE/COUNTY-  KY/ROCKCASTLE
 GZ2566  USGS QUAD   -  BILLOWS (1987)
 GZ2566
 GZ2566                         *CURRENT SURVEY CONTROL
 GZ2566  ___________________________________________________________________
 GZ2566* NAD 83(1986)-  37 10 21.     (N)    084 18 46.     (W)     SCALED    
 GZ2566* NAVD 88     -       257.94   (meters)     846.3    (feet)  RESET     
 GZ2566  ___________________________________________________________________
 GZ2566  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GZ2566
 GZ2566  VERT ORDER  -  THIRD
 GZ2566
 GZ2566.The horizontal coordinates were scaled from a topographic map and have
 GZ2566.an estimated accuracy of +/- 6 seconds.
 GZ2566
 GZ2566.The orthometric height was computed from unverified reset data.
 GZ2566.No vertical observational check was made to the station.
 GZ2566
 GZ2566.The geoid height was determined by GEOID03.
 GZ2566
 GZ2566;                    North         East    Units  Estimated Accuracy
 GZ2566;SPC KY1Z     - 1,094,120.    1,627,630.      MT  (+/- 180 meters Scaled)
 GZ2566
 GZ2566                          SUPERSEDED SURVEY CONTROL
 GZ2566
 GZ2566  NGVD 29 (10/08/05)  258.11   (m)          846.8    (f) RESET       3  
 GZ2566
 GZ2566.Superseded values are not recommended for survey control.
 GZ2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2566.See file dsdata.txt to determine how the superseded data were derived.
 GZ2566
 GZ2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG385173(NAD 83)
 GZ2566_MARKER: DB = BENCH MARK DISK
 GZ2566_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ2566_SP_SET: ABUTMENT
 GZ2566_STAMPING: C 180 RESET 1978
 GZ2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2566+STABILITY: SURFACE MOTION
 GZ2566
 GZ2566  HISTORY     - Date     Condition        Report By
 GZ2566  HISTORY     - 1978     MONUMENTED       NGS
 GZ2566
 GZ2566                          STATION DESCRIPTION
 GZ2566
 GZ2566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GZ2566'1.0 MI NORTH FROM BILLOWS.
 GZ2566'0.05 MILES WEST ALONG STATE HIGHWAY 80 FROM BRIDGE OVER LIME CREEK,
 GZ2566'0.85 MILE NORTH AND EAST ALONG GRAVELED ROAD TO A GRAVELED ROAD
 GZ2566'LEFT, TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.1 MILE TO A
 GZ2566'40 FEET CONCRETE BRIDGE IN THE TOP OF THE NORTHEAST ABUTTMENT.
 GZ2566'THE MARK IS 4 FT BELOW BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0242 ***********************************************************************
 GZ0242  DESIGNATION -  C 181
 GZ0242  PID         -  GZ0242
 GZ0242  STATE/COUNTY-  KY/LAUREL
 GZ0242  USGS QUAD   -  BERNSTADT (1969)
 GZ0242
 GZ0242                         *CURRENT SURVEY CONTROL
 GZ0242  ___________________________________________________________________
 GZ0242* NAD 83(1986)-  37 12 14.     (N)    084 07 47.     (W)     SCALED    
 GZ0242* NAVD 88     -       339.947  (meters)    1115.31   (feet)  ADJUSTED  
 GZ0242  ___________________________________________________________________
 GZ0242  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GZ0242  DYNAMIC HT  -         339.683 (meters)    1114.44  (feet)  COMP
 GZ0242  MODELED GRAV-     979,843.9   (mgal)                       NAVD 88
 GZ0242
 GZ0242  VERT ORDER  -  SECOND    CLASS 0
 GZ0242
 GZ0242.The horizontal coordinates were scaled from a topographic map and have
 GZ0242.an estimated accuracy of +/- 6 seconds.
 GZ0242
 GZ0242.The orthometric height was determined by differential leveling
 GZ0242.and adjusted by the National Geodetic Survey in June 1991..
 GZ0242
 GZ0242.The geoid height was determined by GEOID03.
 GZ0242
 GZ0242.The dynamic height is computed by dividing the NAVD 88
 GZ0242.geopotential number by the normal gravity value computed on the
 GZ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0242.degrees latitude (g = 980.6199 gals.).
 GZ0242
 GZ0242.The modeled gravity was interpolated from observed gravity values.
 GZ0242
 GZ0242;                    North         East    Units  Estimated Accuracy
 GZ0242;SPC KY1Z     - 1,097,870.    1,643,830.      MT  (+/- 180 meters Scaled)
 GZ0242
 GZ0242                          SUPERSEDED SURVEY CONTROL
 GZ0242
 GZ0242  NGVD 29 (??/??/92)  340.106  (m)         1115.83   (f) ADJ UNCH    2 0
 GZ0242
 GZ0242.Superseded values are not recommended for survey control.
 GZ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0242.See file dsdata.txt to determine how the superseded data were derived.
 GZ0242
 GZ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG547213(NAD 83)
 GZ0242_MARKER: DB = BENCH MARK DISK
 GZ0242_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0242_SP_SET: ROCK CUT
 GZ0242_STAMPING: C 181 1950 1115.831
 GZ0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0242+STABILITY: POSITION/ELEVATION WELL
 GZ0242
 GZ0242  HISTORY     - Date     Condition        Report By
 GZ0242  HISTORY     - 1950     MONUMENTED       CGS
 GZ0242  HISTORY     - 1958     GOOD             NGS
 GZ0242
 GZ0242                          STATION DESCRIPTION
 GZ0242
 GZ0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0242'1.4 MI NW FROM EAST BERNSTADT.
 GZ0242'ABOUT 1.45 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GZ0242'RAILROAD FROM THE STATION AT EAST BERNSTADT, SET VERTICALLY IN
 GZ0242'FACE OF ROCK CUT NEAR THE CENTER OF A CURVE IN TRACK, 24 FEET
 GZ0242'SOUTHEAST OF MILE POST L 151, 11.8 FEET SOUTHWEST OF THE SOUTHWEST
 GZ0242'RAIL OF THE SOUTHWEST TRACK AND ABOUT 3 FEET ABOVE THE TRACK.
 GZ0242
 GZ0242                          STATION RECOVERY (1958)
 GZ0242
 GZ0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0289 ***********************************************************************
 GZ0289  DESIGNATION -  C 182
 GZ0289  PID         -  GZ0289
 GZ0289  STATE/COUNTY-  KY/LAUREL
 GZ0289  USGS QUAD   -  PARROT (1976)
 GZ0289
 GZ0289                         *CURRENT SURVEY CONTROL
 GZ0289  ___________________________________________________________________
 GZ0289* NAD 83(1986)-  37 16 31.     (N)    084 06 52.     (W)     SCALED    
 GZ0289* NAVD 88     -       380.759  (meters)    1249.21   (feet)  ADJUSTED  
 GZ0289  ___________________________________________________________________
 GZ0289  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GZ0289  DYNAMIC HT  -         380.463 (meters)    1248.24  (feet)  COMP
 GZ0289  MODELED GRAV-     979,842.3   (mgal)                       NAVD 88
 GZ0289
 GZ0289  VERT ORDER  -  SECOND    CLASS 0
 GZ0289
 GZ0289.The horizontal coordinates were scaled from a topographic map and have
 GZ0289.an estimated accuracy of +/- 6 seconds.
 GZ0289
 GZ0289.The orthometric height was determined by differential leveling
 GZ0289.and adjusted by the National Geodetic Survey in June 1991..
 GZ0289
 GZ0289.The geoid height was determined by GEOID03.
 GZ0289
 GZ0289.The dynamic height is computed by dividing the NAVD 88
 GZ0289.geopotential number by the normal gravity value computed on the
 GZ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0289.degrees latitude (g = 980.6199 gals.).
 GZ0289
 GZ0289.The modeled gravity was interpolated from observed gravity values.
 GZ0289
 GZ0289;                    North         East    Units  Estimated Accuracy
 GZ0289;SPC KY1Z     - 1,105,810.    1,645,040.      MT  (+/- 180 meters Scaled)
 GZ0289
 GZ0289                          SUPERSEDED SURVEY CONTROL
 GZ0289
 GZ0289  NGVD 29 (??/??/92)  380.914  (m)         1249.72   (f) ADJ UNCH    2 0
 GZ0289
 GZ0289.Superseded values are not recommended for survey control.
 GZ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0289.See file dsdata.txt to determine how the superseded data were derived.
 GZ0289
 GZ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG558293(NAD 83)
 GZ0289_MARKER: DB = BENCH MARK DISK
 GZ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0289_STAMPING: C 182 1950 1249.715
 GZ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0289+STABILITY: SURFACE MOTION
 GZ0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0289+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 GZ0289
 GZ0289  HISTORY     - Date     Condition        Report By
 GZ0289  HISTORY     - 1950     MONUMENTED       CGS
 GZ0289  HISTORY     - 1957     GOOD             NGS
 GZ0289  HISTORY     - 20050425 GOOD             KYTC
 GZ0289
 GZ0289                          STATION DESCRIPTION
 GZ0289
 GZ0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0289'1.8 MI NW FROM VICTORY.
 GZ0289'ABOUT 1.75 MILES NORTHWEST ALONG U.S. HIGHWAY 25 FROM THE POST
 GZ0289'OFFICE AT VICTORY, ABOUT 0.9 MILE SOUTHEAST OF A TWO STORY
 GZ0289'HOUSE IN WHICH POST OFFICE AT MERSHONS IS LOCATED, AT THE
 GZ0289'JUNCTION OF A GRAVEL ROAD LEADING NORTH AND A CURVE IN THE
 GZ0289'HIGHWAY WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, ABOUT
 GZ0289'0.25 MILE NORTH OF THE JUNCTION OF A ROAD LEADING WEST, 154 FEET
 GZ0289'NORTH OF THE JUNCTION OF HIGHWAY AND A ROAD LEADING EAST, 134
 GZ0289'FEET NORTH OF THE JUNCTION OF HIGHWAY AND ROAD NORTH, 33 FEET
 GZ0289'WEST OF THE CENTER LINE OF THE GRAVEL ROAD NORTH, 36 FEET
 GZ0289'NORTHEAST OF THE NORTHWEST TANGENT OF THE HIGHWAY, 1 1/2 FEET
 GZ0289'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW
 GZ0289'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ0289'3 INCHES.  NOTE-- THE HIGHWAY FROM VICTORY IS NOW STATE HIGHWAY
 GZ0289'490.
 GZ0289
 GZ0289                          STATION RECOVERY (1957)
 GZ0289
 GZ0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0289'RECOVERED IN GOOD CONDITION.
 GZ0289
 GZ0289                          STATION RECOVERY (2005)
 GZ0289
 GZ0289'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0289'MARK IS 35 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF GTE UTILITY
 GZ0289'BUILDING, 31.4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF BUILDING AND
 GZ0289'17.7 NORTH-NORTHWEST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2643 ***********************************************************************
 GY2643  DESIGNATION -  C 183
 GY2643  PID         -  GY2643
 GY2643  STATE/COUNTY-  KY/CLAY
 GY2643  USGS QUAD   -  PORTERSBURG (1979)
 GY2643
 GY2643                         *CURRENT SURVEY CONTROL
 GY2643  ___________________________________________________________________
 GY2643* NAD 83(1986)-  37 13 29.     (N)    083 56 28.     (W)     SCALED    
 GY2643* NAVD 88     -       309.599  (meters)    1015.74   (feet)  ADJUSTED  
 GY2643  ___________________________________________________________________
 GY2643  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GY2643  DYNAMIC HT  -         309.353 (meters)    1014.94  (feet)  COMP
 GY2643  MODELED GRAV-     979,826.5   (mgal)                       NAVD 88
 GY2643
 GY2643  VERT ORDER  -  SECOND    CLASS 0
 GY2643
 GY2643.The horizontal coordinates were scaled from a topographic map and have
 GY2643.an estimated accuracy of +/- 6 seconds.
 GY2643
 GY2643.The orthometric height was determined by differential leveling
 GY2643.and adjusted by the National Geodetic Survey in June 1991..
 GY2643
 GY2643.The geoid height was determined by GEOID03.
 GY2643
 GY2643.The dynamic height is computed by dividing the NAVD 88
 GY2643.geopotential number by the normal gravity value computed on the
 GY2643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2643.degrees latitude (g = 980.6199 gals.).
 GY2643
 GY2643.The modeled gravity was interpolated from observed gravity values.
 GY2643
 GY2643;                    North         East    Units  Estimated Accuracy
 GY2643;SPC KY1Z     - 1,100,490.    1,660,520.      MT  (+/- 180 meters Scaled)
 GY2643
 GY2643                          SUPERSEDED SURVEY CONTROL
 GY2643
 GY2643  NGVD 29 (??/??/92)  309.752  (m)         1016.24   (f) ADJ UNCH    2 0
 GY2643
 GY2643.Superseded values are not recommended for survey control.
 GY2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2643.See file dsdata.txt to determine how the superseded data were derived.
 GY2643
 GY2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB390238(NAD 83)
 GY2643_MARKER: DB = BENCH MARK DISK
 GY2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2643_STAMPING: C 183 1950 1016.245
 GY2643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2643+STABILITY: SURFACE MOTION
 GY2643
 GY2643  HISTORY     - Date     Condition        Report By
 GY2643  HISTORY     - 1950     MONUMENTED       CGS
 GY2643  HISTORY     - 1957     GOOD             NGS
 GY2643
 GY2643                          STATION DESCRIPTION
 GY2643
 GY2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2643'1.2 MI SW FROM BENGE.
 GY2643'ABOUT 1.15 MILES SOUTHWEST ALONG STATE HIGHWAY 472 FROM THE
 GY2643'POST OFFICE AT BENGE, ABOUT 0.7 MILE NORTHEAST OF A CEMETERY,
 GY2643'AT A TWO-STORY WHITE FRAME HOUSE, 85 FEET WEST OF THE NORTHWEST
 GY2643'CORNER OF HOUSE, 35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 GY2643'26 FEET WEST OF THE CENTER LINE OF DRIVE WAY, 20 1/2 FEET
 GY2643'SOUTHEAST OF THE EAST END OF THE SOUTH HEAD WALL OF AN 18-INCH
 GY2643'PIPE CULVERT UNDER HIGHWAY, 9 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 GY2643'EAST OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 GY2643'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 GY2643'CONCRETE POST PROJECTING 4 INCHES.
 GY2643
 GY2643                          STATION RECOVERY (1957)
 GY2643
 GY2643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0314 ***********************************************************************
 GZ0314  DESIGNATION -  C 184
 GZ0314  PID         -  GZ0314
 GZ0314  STATE/COUNTY-  KY/LAUREL
 GZ0314  USGS QUAD   -  PARROT (1976)
 GZ0314
 GZ0314                         *CURRENT SURVEY CONTROL
 GZ0314  ___________________________________________________________________
 GZ0314* NAD 83(1986)-  37 15 24.     (N)    084 02 01.     (W)     SCALED    
 GZ0314* NAVD 88     -       297.279  (meters)     975.32   (feet)  ADJUSTED  
 GZ0314  ___________________________________________________________________
 GZ0314  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GZ0314  DYNAMIC HT  -         297.046 (meters)     974.56  (feet)  COMP
 GZ0314  MODELED GRAV-     979,840.6   (mgal)                       NAVD 88
 GZ0314
 GZ0314  VERT ORDER  -  SECOND    CLASS 0
 GZ0314
 GZ0314.The horizontal coordinates were scaled from a topographic map and have
 GZ0314.an estimated accuracy of +/- 6 seconds.
 GZ0314
 GZ0314.The orthometric height was determined by differential leveling
 GZ0314.and adjusted by the National Geodetic Survey in June 1991..
 GZ0314
 GZ0314.The geoid height was determined by GEOID03.
 GZ0314
 GZ0314.The dynamic height is computed by dividing the NAVD 88
 GZ0314.geopotential number by the normal gravity value computed on the
 GZ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0314.degrees latitude (g = 980.6199 gals.).
 GZ0314
 GZ0314.The modeled gravity was interpolated from observed gravity values.
 GZ0314
 GZ0314;                    North         East    Units  Estimated Accuracy
 GZ0314;SPC KY1Z     - 1,103,880.    1,652,250.      MT  (+/- 180 meters Scaled)
 GZ0314
 GZ0314                          SUPERSEDED SURVEY CONTROL
 GZ0314
 GZ0314  NGVD 29 (??/??/92)  297.437  (m)          975.84   (f) ADJ UNCH    2 0
 GZ0314
 GZ0314.Superseded values are not recommended for survey control.
 GZ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0314.See file dsdata.txt to determine how the superseded data were derived.
 GZ0314
 GZ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG630274(NAD 83)
 GZ0314_MARKER: DB = BENCH MARK DISK
 GZ0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0314_SP_SET: BRIDGE ABUTMENT
 GZ0314_STAMPING: C 184 1950 975.841
 GZ0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0314+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 GZ0314
 GZ0314  HISTORY     - Date     Condition        Report By
 GZ0314  HISTORY     - 1950     MONUMENTED       CGS
 GZ0314  HISTORY     - 1957     GOOD             NGS
 GZ0314  HISTORY     - 20050425 GOOD             KYTC
 GZ0314
 GZ0314                          STATION DESCRIPTION
 GZ0314
 GZ0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0314'1 MI NE FROM GREENMOUNT.
 GZ0314'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE
 GZ0314'JUNCTION OF STATE HIGHWAY 585 AT GREENMOUNT, SET IN THE TOP OF
 GZ0314'THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF A CONCRETE
 GZ0314'BRIDGE OVER ROCKCASTLE RIVER, 15 FEET NORTHWEST OF THE CENTER
 GZ0314'LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 GZ0314
 GZ0314                          STATION RECOVERY (1957)
 GZ0314
 GZ0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0314'RECOVERED IN GOOD CONDITION.
 GZ0314
 GZ0314                          STATION RECOVERY (2005)
 GZ0314
 GZ0314'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2630 ***********************************************************************
 GY2630  DESIGNATION -  C 185
 GY2630  PID         -  GY2630
 GY2630  STATE/COUNTY-  KY/JACKSON
 GY2630  USGS QUAD   -  TYNER (1976)
 GY2630
 GY2630                         *CURRENT SURVEY CONTROL
 GY2630  ___________________________________________________________________
 GY2630* NAD 83(1986)-  37 15 24.     (N)    083 54 37.     (W)     SCALED    
 GY2630* NAVD 88     -       332.882  (meters)    1092.13   (feet)  ADJUSTED  
 GY2630  ___________________________________________________________________
 GY2630  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GY2630  DYNAMIC HT  -         332.618 (meters)    1091.26  (feet)  COMP
 GY2630  MODELED GRAV-     979,827.2   (mgal)                       NAVD 88
 GY2630
 GY2630  VERT ORDER  -  SECOND    CLASS 0
 GY2630
 GY2630.The horizontal coordinates were scaled from a topographic map and have
 GY2630.an estimated accuracy of +/- 6 seconds.
 GY2630
 GY2630.The orthometric height was determined by differential leveling
 GY2630.and adjusted by the National Geodetic Survey in June 1991..
 GY2630
 GY2630.The geoid height was determined by GEOID03.
 GY2630
 GY2630.The dynamic height is computed by dividing the NAVD 88
 GY2630.geopotential number by the normal gravity value computed on the
 GY2630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2630.degrees latitude (g = 980.6199 gals.).
 GY2630
 GY2630.The modeled gravity was interpolated from observed gravity values.
 GY2630
 GY2630;                    North         East    Units  Estimated Accuracy
 GY2630;SPC KY1Z     - 1,104,080.    1,663,190.      MT  (+/- 180 meters Scaled)
 GY2630
 GY2630                          SUPERSEDED SURVEY CONTROL
 GY2630
 GY2630  NGVD 29 (??/??/92)  333.035  (m)         1092.63   (f) ADJ UNCH    2 0
 GY2630
 GY2630.Superseded values are not recommended for survey control.
 GY2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2630.See file dsdata.txt to determine how the superseded data were derived.
 GY2630
 GY2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB418273(NAD 83)
 GY2630_MARKER: DB = BENCH MARK DISK
 GY2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2630_STAMPING: C 185 1950 1092.632
 GY2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2630+STABILITY: SURFACE MOTION
 GY2630
 GY2630  HISTORY     - Date     Condition        Report By
 GY2630  HISTORY     - 1950     MONUMENTED       CGS
 GY2630  HISTORY     - 1957     GOOD             NGS
 GY2630
 GY2630                          STATION DESCRIPTION
 GY2630
 GY2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2630'2.4 MI N FROM BENGE.
 GY2630'ABOUT 0.2 MILES WEST ALONG STATE HIGHWAY 472 FROM THE POST
 GY2630'OFFICE AT BENGE, THENCE ABOUT 2.2 MILES NORTH ALONG A GRAVEL
 GY2630'ROAD, AT THE T JUNCTION OF AN EAST-WEST GRAVEL ROAD, NEAR THE
 GY2630'JACKSON-CLAY COUNTY LINE, ABOUT 0.4 MILE SOUTHEAST OF THE POST
 GY2630'OFFICE AT DATHA, 80 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 GY2630'ROAD, 73 FEET NORTHEAST OF THE NORTH END OF A 36-INCH PIPE CULVERT
 GY2630'UNDER EAST-WEST ROAD, 34 FEET EAST OF THE CENTER OF A SMALL
 GY2630'STREAM, ABOUT IN LINE WITH THE EXTENDED CENTER LINE OF THE ROAD
 GY2630'SOUTH, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GY2630'1 FOOT ABOVE THE EAST-WEST ROAD AND SET IN THE TOP OF A CONCRETE
 GY2630'POST PROJECTING 4 INCHES.
 GY2630
 GY2630                          STATION RECOVERY (1957)
 GY2630
 GY2630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2576 ***********************************************************************
 GY2576  DESIGNATION -  C 186 RESET 1968
 GY2576  PID         -  GY2576
 GY2576  STATE/COUNTY-  KY/CLAY
 GY2576  USGS QUAD   -  MAULDEN (1979)
 GY2576
 GY2576                         *CURRENT SURVEY CONTROL
 GY2576  ___________________________________________________________________
 GY2576* NAD 83(1986)-  37 18 52.     (N)    083 47 04.     (W)     SCALED    
 GY2576* NAVD 88     -       247.80   (meters)     813.0    (feet)  RESET     
 GY2576  ___________________________________________________________________
 GY2576  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GY2576
 GY2576  VERT ORDER  -  THIRD
 GY2576
 GY2576.The horizontal coordinates were scaled from a topographic map and have
 GY2576.an estimated accuracy of +/- 6 seconds.
 GY2576
 GY2576.The orthometric height was computed from unverified reset data.
 GY2576.No vertical observational check was made to the station.
 GY2576
 GY2576.The geoid height was determined by GEOID03.
 GY2576
 GY2576;                    North         East    Units  Estimated Accuracy
 GY2576;SPC KY1Z     - 1,110,720.    1,674,210.      MT  (+/- 180 meters Scaled)
 GY2576
 GY2576                          SUPERSEDED SURVEY CONTROL
 GY2576
 GY2576  NGVD 29 (10/08/05)  247.96   (m)          813.5    (f) RESET       3  
 GY2576
 GY2576.Superseded values are not recommended for survey control.
 GY2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2576.See file dsdata.txt to determine how the superseded data were derived.
 GY2576
 GY2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB532333(NAD 83)
 GY2576_MARKER: DB = BENCH MARK DISK
 GY2576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2576_SP_SET: BRIDGE
 GY2576_STAMPING: C 186 RESET 1968
 GY2576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2576+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2001
 GY2576
 GY2576  HISTORY     - Date     Condition        Report By
 GY2576  HISTORY     - 1968     MONUMENTED       CGS
 GY2576  HISTORY     - 20010829 GOOD             KYDT
 GY2576
 GY2576                          STATION DESCRIPTION
 GY2576
 GY2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GY2576'2.2 MI N FROM CHESTNUTBURG.
 GY2576'ABOUT 2.2 MILES NORTHERLY ALONG STATE ROUTE 1350 FROM THE POST
 GY2576'OFFICE IN THE SMALL COMMUNITY OF CHESTNUTBURG AND JUST SOUTHWEST
 GY2576'OF THE T JUNCTION WITH STATE ROUTE 577.  THE MARK IS 125 FEET
 GY2576'SOUTHWEST OF THE ROAD INTERSECTION, 55 FEET SOUTH OF THE SOUTHWEST
 GY2576'CORNER OF A ROCK BUILDING OCCUPIED BY THE J.B. WEAVER GROCERY AND
 GY2576'THE SEXTONS CREEK POST OFFICE, 14 FEET NORTHWEST OF THE APPROXIMATE
 GY2576'CENTER OF STATE ROUTE 1350, 11 FEET SOUTH OF AN 18-INCH SYCAMORE
 GY2576'TREE, 1.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN,
 GY2576'1.0 FOOT SOUTH OF THE NORTH END OF A CONCRETE WINGWALL, AND ABOUT
 GY2576'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD
 GY2576'BENCH MARK DISK CEMENTED IN A DRILL HOLE NEAR THE NORTH END OF
 GY2576'THE NORTH WINGWALL OF A CONCRETE BRIDGE OVER SEXTONS CREEK AND THE
 GY2576'DISK IS STAMPED C 186 RESET 1968.
 GY2576
 GY2576                          STATION RECOVERY (2001)
 GY2576
 GY2576'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY2576'MARK IS 54 FEET SOUTHEAST FROM SOUTH CORNER OF STONE POST OFFICE
 GY2576'BUILDING AND 6.5 FEET SOUTHEAST OF OLD JOE CLARK HISTORIC MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2459 ***********************************************************************
 GY2459  DESIGNATION -  C 187
 GY2459  PID         -  GY2459
 GY2459  STATE/COUNTY-  KY/LESLIE
 GY2459  USGS QUAD   -  BIG CREEK (1979)
 GY2459
 GY2459                         *CURRENT SURVEY CONTROL
 GY2459  ___________________________________________________________________
 GY2459* NAD 83(1986)-  37 09 53.     (N)    083 31 15.     (W)     SCALED    
 GY2459* NAVD 88     -       272.480  (meters)     893.96   (feet)  ADJUSTED  
 GY2459  ___________________________________________________________________
 GY2459  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GY2459  DYNAMIC HT  -         272.260 (meters)     893.24  (feet)  COMP
 GY2459  MODELED GRAV-     979,815.9   (mgal)                       NAVD 88
 GY2459
 GY2459  VERT ORDER  -  SECOND    CLASS 0
 GY2459
 GY2459.The horizontal coordinates were scaled from a topographic map and have
 GY2459.an estimated accuracy of +/- 6 seconds.
 GY2459
 GY2459.The orthometric height was determined by differential leveling
 GY2459.and adjusted by the National Geodetic Survey in June 1991..
 GY2459
 GY2459.The geoid height was determined by GEOID03.
 GY2459
 GY2459.The dynamic height is computed by dividing the NAVD 88
 GY2459.geopotential number by the normal gravity value computed on the
 GY2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2459.degrees latitude (g = 980.6199 gals.).
 GY2459
 GY2459.The modeled gravity was interpolated from observed gravity values.
 GY2459
 GY2459;                    North         East    Units  Estimated Accuracy
 GY2459;SPC KY1Z     - 1,094,640.    1,697,970.      MT  (+/- 180 meters Scaled)
 GY2459
 GY2459                          SUPERSEDED SURVEY CONTROL
 GY2459
 GY2459  NGVD 29 (??/??/92)  272.64   (m)          894.5    (f) COMPUTED    2 0
 GY2459
 GY2459.Superseded values are not recommended for survey control.
 GY2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2459.See file dsdata.txt to determine how the superseded data were derived.
 GY2459
 GY2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB761161(NAD 83)
 GY2459_MARKER: DB = BENCH MARK DISK
 GY2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2459_STAMPING: C 187 1950 894.480
 GY2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2459+STABILITY: SURFACE MOTION
 GY2459
 GY2459  HISTORY     - Date     Condition        Report By
 GY2459  HISTORY     - 1950     MONUMENTED       CGS
 GY2459  HISTORY     - 1957     GOOD             NGS
 GY2459  HISTORY     - 20020328 MARK NOT FOUND   KYDT
 GY2459
 GY2459                          STATION DESCRIPTION
 GY2459
 GY2459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2459'3.1 MI E FROM BIG CREEK.
 GY2459'3.1 MILES EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE AT
 GY2459'BIG CREEK, 0.1 MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAY
 GY2459'1482, 106 FEET NORTHEAST OF THE NORTHEAST OF CENTER LINE OF
 GY2459'HIGHWAY 80, IN THE BACK YARD OF HOUSE, 25 FEET NORTHEAST OF
 GY2459'NORTHWEST CORNER OF HOUSE, 28.5 FEET EAST OF THE NORTHEAST CORNER
 GY2459'OF A CONCRETE BLOCK CHURCH (CHURCH OF GOD), 20 FEET SOUTH OF A
 GY2459'POWER LINE POLE, ABOUT 2.5 FEET BELOW LEVEL OF HIGHWAY.
 GY2459
 GY2459                          STATION RECOVERY (2002)
 GY2459
 GY2459'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2459'LOCAL RESIDENT SAID MARK IS HERE BUT BURIED WHEN NEW PARSONAGE BUILT
 GY2459'10 YEARS AGO, ALSO LOCATION IS NOW BENEATH SMALL REAR WOODEN DECK OF
 GY2459'PARSONAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2434 ***********************************************************************
 GY2434  DESIGNATION -  C 189
 GY2434  PID         -  GY2434
 GY2434  STATE/COUNTY-  KY/CLAY
 GY2434  USGS QUAD   -  HIMA (1979)
 GY2434
 GY2434                         *CURRENT SURVEY CONTROL
 GY2434  ___________________________________________________________________
 GY2434* NAD 83(1986)-  37 06 40.     (N)    083 49 01.     (W)     SCALED    
 GY2434* NAVD 88     -       272.562  (meters)     894.23   (feet)  ADJUSTED  
 GY2434  ___________________________________________________________________
 GY2434  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GY2434  DYNAMIC HT  -         272.345 (meters)     893.52  (feet)  COMP
 GY2434  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 GY2434
 GY2434  VERT ORDER  -  SECOND    CLASS 0
 GY2434
 GY2434.The horizontal coordinates were scaled from a topographic map and have
 GY2434.an estimated accuracy of +/- 6 seconds.
 GY2434
 GY2434.The orthometric height was determined by differential leveling
 GY2434.and adjusted by the National Geodetic Survey in June 1991..
 GY2434
 GY2434.The geoid height was determined by GEOID03.
 GY2434
 GY2434.The dynamic height is computed by dividing the NAVD 88
 GY2434.geopotential number by the normal gravity value computed on the
 GY2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2434.degrees latitude (g = 980.6199 gals.).
 GY2434
 GY2434.The modeled gravity was interpolated from observed gravity values.
 GY2434
 GY2434;                    North         East    Units  Estimated Accuracy
 GY2434;SPC KY1Z     - 1,088,100.    1,671,800.      MT  (+/- 180 meters Scaled)
 GY2434
 GY2434                          SUPERSEDED SURVEY CONTROL
 GY2434
 GY2434  NGVD 29 (??/??/92)  272.719  (m)          894.75   (f) ADJ UNCH    2 0
 GY2434
 GY2434.Superseded values are not recommended for survey control.
 GY2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2434.See file dsdata.txt to determine how the superseded data were derived.
 GY2434
 GY2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB496109(NAD 83)
 GY2434_MARKER: DB = BENCH MARK DISK
 GY2434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2434_SP_SET: CULVERT
 GY2434_STAMPING: C 189 1950 894.746
 GY2434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2434
 GY2434  HISTORY     - Date     Condition        Report By
 GY2434  HISTORY     - 1950     MONUMENTED       CGS
 GY2434  HISTORY     - 1957     POOR             NGS
 GY2434
 GY2434                          STATION DESCRIPTION
 GY2434
 GY2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2434'1.8 MI W FROM SIBERT.
 GY2434'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GY2434'AT SIBERT, ABOUT 0.2 MILE EAST OF THE JUNCTION OF A ROAD NORTHWEST
 GY2434'AND BROWNS STORE, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GY2434'SOUTHEAST AND SOUTHWEST, SET IN THE TOP OF THE SOUTHWEST END OF
 GY2434'THE NORTHWEST HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT, 15 1/2
 GY2434'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 GY2434'1/2 FOOT ABOVE THE HIGHWAY.  A SMALL STORE AND A HOUSE WITH
 GY2434'IMITATION-STONE SIDING ARE NORTH OF THE HIGHWAY.
 GY2434
 GY2434                          STATION RECOVERY (1957)
 GY2434
 GY2434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2434'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0894 ***********************************************************************
 HA0894  DESIGNATION -  C 19
 HA0894  PID         -  HA0894
 HA0894  STATE/COUNTY-  KY/CALDWELL
 HA0894  USGS QUAD   -  PRINCETON WEST (1967)
 HA0894
 HA0894                         *CURRENT SURVEY CONTROL
 HA0894  ___________________________________________________________________
 HA0894* NAD 83(1986)-  37 06 27.     (N)    087 54 07.     (W)     SCALED    
 HA0894* NAVD 88     -       152.353  (meters)     499.84   (feet)  ADJUSTED  
 HA0894  ___________________________________________________________________
 HA0894  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HA0894  DYNAMIC HT  -         152.238 (meters)     499.47  (feet)  COMP
 HA0894  MODELED GRAV-     979,871.0   (mgal)                       NAVD 88
 HA0894
 HA0894  VERT ORDER  -  FIRST     CLASS I
 HA0894
 HA0894.The horizontal coordinates were scaled from a topographic map and have
 HA0894.an estimated accuracy of +/- 6 seconds.
 HA0894
 HA0894.The orthometric height was determined by differential leveling
 HA0894.and adjusted by the National Geodetic Survey in June 1991..
 HA0894.WARNING-Repeat measurements at this control monument indicate possible
 HA0894.vertical movement.
 HA0894
 HA0894.The geoid height was determined by GEOID03.
 HA0894
 HA0894.The dynamic height is computed by dividing the NAVD 88
 HA0894.geopotential number by the normal gravity value computed on the
 HA0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0894.degrees latitude (g = 980.6199 gals.).
 HA0894
 HA0894.The modeled gravity was interpolated from observed gravity values.
 HA0894
 HA0894;                    North         East    Units  Estimated Accuracy
 HA0894;SPC KY1Z     - 1,088,130.    1,308,740.      MT  (+/- 180 meters Scaled)
 HA0894
 HA0894                          SUPERSEDED SURVEY CONTROL
 HA0894
 HA0894  NGVD 29 (??/??/92)  152.414  (m)          500.04   (f) ADJ UNCH    1 1
 HA0894
 HA0894.Superseded values are not recommended for survey control.
 HA0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0894.See file dsdata.txt to determine how the superseded data were derived.
 HA0894
 HA0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG198071(NAD 83)
 HA0894_MARKER: DB = BENCH MARK DISK
 HA0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0894_STAMPING: C 19 1934
 HA0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0894+STABILITY: SURFACE MOTION
 HA0894
 HA0894  HISTORY     - Date     Condition        Report By
 HA0894  HISTORY     - 1934     MONUMENTED       CGS
 HA0894  HISTORY     - 1968     GOOD             NGS
 HA0894
 HA0894                          STATION DESCRIPTION
 HA0894
 HA0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0894'1.4 MI W FROM PRINCETON.
 HA0894'ABOUT 0.2 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS
 HA0894'STATE HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL COUNTY COURTHOUSE
 HA0894'AT PRINCETON TO THE ILLINOIS CENTRAL RAILROAD OVERPASS, THENCE
 HA0894'0.5 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD TO A
 HA0894'RAILROAD JUNCTION, THENCE 0.7 MILE WEST ALONG THE ILLINOIS CENTRAL
 HA0894'RAILROAD, 0.2 MILE WEST OF A RAILROAD UNDERPASS FOR STATE HIGHWAY
 HA0894'278, 49 FEET NORTHWEST OF MILEPOST 181, 90 FEET NORTH AND ACROSS
 HA0894'THE TRACKS FROM THE RAILROAD STATION AT PRINCETON, 60 1/2 FEET
 HA0894'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 46 1/2 FEET NORTH OF
 HA0894'THE NORTH TRACK, 10 FEET SOUTH OF A FENCE, 4 FEET NORTH OF A POWER
 HA0894'POLE WHICH IS BRACED BY TWO GUY WIRES, 1.2 FEET SOUTH OF A METAL
 HA0894'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET
 HA0894'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0031 ***********************************************************************
 GD0031  DESIGNATION -  C 19 TVA
 GD0031  PID         -  GD0031
 GD0031  STATE/COUNTY-  KY/LYON
 GD0031  USGS QUAD   -  MONT (1986)
 GD0031
 GD0031                         *CURRENT SURVEY CONTROL
 GD0031  ___________________________________________________________________
 GD0031* NAD 83(1986)-  36 53 59.     (N)    088 04 49.     (W)     SCALED    
 GD0031* NAVD 88     -       160.727  (meters)     527.32   (feet)  ADJUSTED  
 GD0031  ___________________________________________________________________
 GD0031  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GD0031  DYNAMIC HT  -         160.603 (meters)     526.91  (feet)  COMP
 GD0031  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 GD0031
 GD0031  VERT ORDER  -  FIRST     CLASS II
 GD0031
 GD0031.The horizontal coordinates were scaled from a topographic map and have
 GD0031.an estimated accuracy of +/- 6 seconds.
 GD0031
 GD0031.The orthometric height was determined by differential leveling
 GD0031.and adjusted by the National Geodetic Survey in June 1991..
 GD0031
 GD0031.The geoid height was determined by GEOID03.
 GD0031
 GD0031.The dynamic height is computed by dividing the NAVD 88
 GD0031.geopotential number by the normal gravity value computed on the
 GD0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0031.degrees latitude (g = 980.6199 gals.).
 GD0031
 GD0031.The modeled gravity was interpolated from observed gravity values.
 GD0031
 GD0031;                    North         East    Units  Estimated Accuracy
 GD0031;SPC KY1Z     - 1,065,460.    1,292,320.      MT  (+/- 180 meters Scaled)
 GD0031
 GD0031                          SUPERSEDED SURVEY CONTROL
 GD0031
 GD0031  NGVD 29 (??/??/??)  160.795  (m)          527.54   (f) ADJUSTED    1 2
 GD0031
 GD0031.Superseded values are not recommended for survey control.
 GD0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0031.See file dsdata.txt to determine how the superseded data were derived.
 GD0031
 GD0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF037842(NAD 83)
 GD0031_MARKER: Z = SEE DESCRIPTION
 GD0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0031_STAMPING: C 19
 GD0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0031+STABILITY: SURFACE MOTION
 GD0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0031+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 GD0031
 GD0031  HISTORY     - Date     Condition        Report By
 GD0031  HISTORY     - UNK      MONUMENTED       TVA
 GD0031  HISTORY     - 1972     GOOD             NGS
 GD0031  HISTORY     - 20030806 GOOD             KYDT
 GD0031
 GD0031                          STATION DESCRIPTION
 GD0031
 GD0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GD0031'0.5 MI E FROM GRAND RIVERS.
 GD0031'ABOUT 0.5 MILES EAST OF HIGHWAY 453 AND ON LBL EDUCATION CENTER ROAD
 GD0031'1.0 MILE NORTH OF TRIGG-LYON CO LINE TURN RIGHT ON PAVED ROAD; GO
 GD0031'0.5 MILE TO STATION ON RIGHT SIDE OF PAVED ROAD, IN CENTERLINE
 GD0031'OF TRIANGLE FORMED BY GRAVEL ROAD SOUTH, STEEL POST AND SURVEYE
 GD0031'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GD0031
 GD0031                          STATION RECOVERY (2003)
 GD0031
 GD0031'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GD0031'MARK IS 1 FOOT NORTH OF A TVA METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0373 ***********************************************************************
 GB0373  DESIGNATION -  C 191
 GB0373  PID         -  GB0373
 GB0373  STATE/COUNTY-  KY/MCCREARY
 GB0373  USGS QUAD   -  CUMBERLAND FALLS (1981)
 GB0373
 GB0373                         *CURRENT SURVEY CONTROL
 GB0373  ___________________________________________________________________
 GB0373* NAD 83(1986)-  36 48 58.     (N)    084 22 09.     (W)     SCALED    
 GB0373* NAVD 88     -       357.767  (meters)    1173.77   (feet)  ADJUSTED  
 GB0373  ___________________________________________________________________
 GB0373  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GB0373  DYNAMIC HT  -         357.484 (meters)    1172.85  (feet)  COMP
 GB0373  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 GB0373
 GB0373  VERT ORDER  -  SECOND    CLASS 0
 GB0373
 GB0373.The horizontal coordinates were scaled from a topographic map and have
 GB0373.an estimated accuracy of +/- 6 seconds.
 GB0373
 GB0373.The orthometric height was determined by differential leveling
 GB0373.and adjusted by the National Geodetic Survey in June 1991..
 GB0373
 GB0373.The geoid height was determined by GEOID03.
 GB0373
 GB0373.The dynamic height is computed by dividing the NAVD 88
 GB0373.geopotential number by the normal gravity value computed on the
 GB0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0373.degrees latitude (g = 980.6199 gals.).
 GB0373
 GB0373.The modeled gravity was interpolated from observed gravity values.
 GB0373
 GB0373;                    North         East    Units  Estimated Accuracy
 GB0373;SPC KY1Z     - 1,054,490.    1,623,210.      MT  (+/- 180 meters Scaled)
 GB0373
 GB0373                          SUPERSEDED SURVEY CONTROL
 GB0373
 GB0373  NGVD 29 (??/??/92)  357.920  (m)         1174.28   (f) ADJ UNCH    2 0
 GB0373
 GB0373.Superseded values are not recommended for survey control.
 GB0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0373.See file dsdata.txt to determine how the superseded data were derived.
 GB0373
 GB0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF346777(NAD 83)
 GB0373_MARKER: DB = BENCH MARK DISK
 GB0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0373_STAMPING: C 191 1950 1174.276
 GB0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0373+STABILITY: SURFACE MOTION
 GB0373
 GB0373  HISTORY     - Date     Condition        Report By
 GB0373  HISTORY     - 1950     MONUMENTED       CGS
 GB0373  HISTORY     - 1957     GOOD             NGS
 GB0373
 GB0373                          STATION DESCRIPTION
 GB0373
 GB0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0373'2.9 MI SW FROM CUMBERLAND FALLS.
 GB0373'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 90 FROM THE WEST FERRY
 GB0373'LANDING ON CUMBERLAND RIVER AT CUMBERLAND FALLS, THENCE ABOUT 0.8
 GB0373'MILE SOUTH ALONG STATE HIGHWAY 700, ABOUT 0.15 MILE NORTH OF A
 GB0373'DIM CROSSROAD, ABOUT 0.65 MILE SOUTHEAST OF A DIRT ROAD SOUTHWEST,
 GB0373'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTH AND
 GB0373'NORTHWEST, AND AT THE JUNCTION OF A DIM ROAD SOUTH PARALLEL
 GB0373'TO HIGHWAY, 39 FEET EAST OF THE CENTER LINE OF HIGHWAY, 19
 GB0373'FEET NORTHEAST OF THE CENTER LINE OF DIM ROAD, 58 FEET SOUTHEAST
 GB0373'OF THE CENTER OF JUNCTION, 18 FEET EAST OF A POWER LINE, ABOUT
 GB0373'LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE POST
 GB0373'PROJECTING 5 INCHES.
 GB0373
 GB0373                          STATION RECOVERY (1957)
 GB0373
 GB0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0253 ***********************************************************************
 GB0253  DESIGNATION -  C 192
 GB0253  PID         -  GB0253
 GB0253  STATE/COUNTY-  KY/MCCREARY
 GB0253  USGS QUAD   -  WHITLEY CITY (1982)
 GB0253
 GB0253                         *CURRENT SURVEY CONTROL
 GB0253  ___________________________________________________________________
 GB0253* NAD 83(1986)-  36 43 27.     (N)    084 27 08.     (W)     SCALED    
 GB0253* NAVD 88     -       400.928  (meters)    1315.38   (feet)  ADJUSTED  
 GB0253  ___________________________________________________________________
 GB0253  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GB0253  DYNAMIC HT  -         400.606 (meters)    1314.32  (feet)  COMP
 GB0253  MODELED GRAV-     979,815.6   (mgal)                       NAVD 88
 GB0253
 GB0253  VERT ORDER  -  SECOND    CLASS 0
 GB0253
 GB0253.The horizontal coordinates were scaled from a topographic map and have
 GB0253.an estimated accuracy of +/- 6 seconds.
 GB0253
 GB0253.The orthometric height was determined by differential leveling
 GB0253.and adjusted by the National Geodetic Survey in June 1991..
 GB0253
 GB0253.The geoid height was determined by GEOID03.
 GB0253
 GB0253.The dynamic height is computed by dividing the NAVD 88
 GB0253.geopotential number by the normal gravity value computed on the
 GB0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0253.degrees latitude (g = 980.6199 gals.).
 GB0253
 GB0253.The modeled gravity was interpolated from observed gravity values.
 GB0253
 GB0253;                    North         East    Units  Estimated Accuracy
 GB0253;SPC KY1Z     - 1,044,180.    1,615,940.      MT  (+/- 180 meters Scaled)
 GB0253
 GB0253                          SUPERSEDED SURVEY CONTROL
 GB0253
 GB0253  NGVD 29 (??/??/92)  401.067  (m)         1315.83   (f) ADJ UNCH    2 0
 GB0253
 GB0253.Superseded values are not recommended for survey control.
 GB0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0253.See file dsdata.txt to determine how the superseded data were derived.
 GB0253
 GB0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF275673(NAD 83)
 GB0253_MARKER: DB = BENCH MARK DISK
 GB0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0253_STAMPING: C 192 1950 1315.834
 GB0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0253+STABILITY: SURFACE MOTION
 GB0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0253+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1996
 GB0253
 GB0253  HISTORY     - Date     Condition        Report By
 GB0253  HISTORY     - 1950     MONUMENTED       CGS
 GB0253  HISTORY     - 1957     GOOD             NGS
 GB0253  HISTORY     - 19960619 GOOD             KYDT
 GB0253
 GB0253                          STATION DESCRIPTION
 GB0253
 GB0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0253'1.2 MI E FROM WHITLEY CITY.
 GB0253'ABOUT 0.2 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE COURT HOUSE
 GB0253'AT WHITLEY CITY, THENCE ABOUT 1.05 MILES EAST ALONG A BLACK TOP ROAD,
 GB0253'ABOUT 0.95 MILE EAST OF THE FIRST BAPTIST CHURCH AT WHITLEY CITY,
 GB0253'SET AT STEVENS GROCERY STORE, 26 FEET SOUTH OF THE CENTER LINE OF
 GB0253'THE ROAD, 24 FEET EAST OF THE NORTHEAST CORNER OF THE STORE, 5 FEET
 GB0253'WEST OF THE NORTHWEST CORNER OF A TWO CAR GARAGE, 1 1/2 FEET NORTH
 GB0253'OF AN EAST-WEST FENCE LINE, ABOUT 2 FEET BELOW THE ROAD AND SET
 GB0253'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GB0253
 GB0253                          STATION RECOVERY (1957)
 GB0253
 GB0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0253'RECOVERED IN GOOD CONDITION.
 GB0253
 GB0253                          STATION RECOVERY (1996)
 GB0253
 GB0253'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0253'STEVENS GROCERY NOW BONNIE'S CASH STORE, 24.9 FEET SOUTH OF CENTERLINE
 GB0253'OF ROAD, 7.2 FEET EAST OF NORTHEAST CORNER OF STORE, FLUSH WITH
 GB0253'GROUND, FENCE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0088 ***********************************************************************
 GB0088  DESIGNATION -  C 193
 GB0088  PID         -  GB0088
 GB0088  STATE/COUNTY-  KY/WHITLEY
 GB0088  USGS QUAD   -  ROCKHOLDS (1981)
 GB0088
 GB0088                         *CURRENT SURVEY CONTROL
 GB0088  ___________________________________________________________________
 GB0088* NAD 83(1986)-  36 49 29.     (N)    084 07 17.     (W)     SCALED    
 GB0088* NAVD 88     -       299.215  (meters)     981.67   (feet)  ADJUSTED  
 GB0088  ___________________________________________________________________
 GB0088  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0088  DYNAMIC HT  -         298.968 (meters)     980.86  (feet)  COMP
 GB0088  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 GB0088
 GB0088  VERT ORDER  -  SECOND    CLASS 0
 GB0088
 GB0088.The horizontal coordinates were scaled from a topographic map and have
 GB0088.an estimated accuracy of +/- 6 seconds.
 GB0088
 GB0088.The orthometric height was determined by differential leveling
 GB0088.and adjusted by the National Geodetic Survey in June 1991..
 GB0088
 GB0088.The geoid height was determined by GEOID03.
 GB0088
 GB0088.The dynamic height is computed by dividing the NAVD 88
 GB0088.geopotential number by the normal gravity value computed on the
 GB0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0088.degrees latitude (g = 980.6199 gals.).
 GB0088
 GB0088.The modeled gravity was interpolated from observed gravity values.
 GB0088
 GB0088;                    North         East    Units  Estimated Accuracy
 GB0088;SPC KY1Z     - 1,055,810.    1,645,300.      MT  (+/- 180 meters Scaled)
 GB0088
 GB0088                          SUPERSEDED SURVEY CONTROL
 GB0088
 GB0088  NGVD 29 (??/??/92)  299.373  (m)          982.19   (f) ADJ UNCH    2 0
 GB0088
 GB0088.Superseded values are not recommended for survey control.
 GB0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0088.See file dsdata.txt to determine how the superseded data were derived.
 GB0088
 GB0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF567792(NAD 83)
 GB0088_MARKER: DB = BENCH MARK DISK
 GB0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0088_SP_SET: ABUTMENT
 GB0088_STAMPING: C 193 1950 982.193
 GB0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0088
 GB0088  HISTORY     - Date     Condition        Report By
 GB0088  HISTORY     - 1950     MONUMENTED       CGS
 GB0088  HISTORY     - 1957     GOOD             NGS
 GB0088
 GB0088                          STATION DESCRIPTION
 GB0088
 GB0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0088'0.2 MI SW FROM ROCKHOLDS.
 GB0088'ABOUT 0.2 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GB0088'RAILROAD FROM THE STATION AT ROCKHOLDS, SET IN THE TOP OF THE
 GB0088'WEST END OF THE NORTH ABUTMENT OF RAILROAD BRIDGE NO. 44 OVER
 GB0088'CARR CREEK, 6 FEET WEST OF THE WEST RAIL, 1 1/2 FEET EAST OF THE
 GB0088'WEST END OF ABUTMENT AND 2 1/2 FEET BELOW THE TRACK.
 GB0088
 GB0088                          STATION RECOVERY (1957)
 GB0088
 GB0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0228 ***********************************************************************
 GB0228  DESIGNATION -  C 194
 GB0228  PID         -  GB0228
 GB0228  STATE/COUNTY-  KY/WHITLEY
 GB0228  USGS QUAD   -  ROCKHOLDS (1981)
 GB0228
 GB0228                         *CURRENT SURVEY CONTROL
 GB0228  ___________________________________________________________________
 GB0228* NAD 83(1986)-  36 49 44.     (N)    084 05 53.     (W)     SCALED    
 GB0228* NAVD 88     -       304.691  (meters)     999.64   (feet)  ADJUSTED  
 GB0228  ___________________________________________________________________
 GB0228  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 GB0228  DYNAMIC HT  -         304.439 (meters)     998.81  (feet)  COMP
 GB0228  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 GB0228
 GB0228  VERT ORDER  -  SECOND    CLASS 0
 GB0228
 GB0228.The horizontal coordinates were scaled from a topographic map and have
 GB0228.an estimated accuracy of +/- 6 seconds.
 GB0228
 GB0228.The orthometric height was determined by differential leveling
 GB0228.and adjusted by the National Geodetic Survey in June 1991..
 GB0228
 GB0228.The geoid height was determined by GEOID03.
 GB0228
 GB0228.The dynamic height is computed by dividing the NAVD 88
 GB0228.geopotential number by the normal gravity value computed on the
 GB0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0228.degrees latitude (g = 980.6199 gals.).
 GB0228
 GB0228.The modeled gravity was interpolated from observed gravity values.
 GB0228
 GB0228;                    North         East    Units  Estimated Accuracy
 GB0228;SPC KY1Z     - 1,056,310.    1,647,370.      MT  (+/- 180 meters Scaled)
 GB0228
 GB0228                          SUPERSEDED SURVEY CONTROL
 GB0228
 GB0228  NGVD 29 (??/??/92)  304.848  (m)         1000.16   (f) ADJ UNCH    2 0
 GB0228
 GB0228.Superseded values are not recommended for survey control.
 GB0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0228.See file dsdata.txt to determine how the superseded data were derived.
 GB0228
 GB0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF588798(NAD 83)
 GB0228_MARKER: DB = BENCH MARK DISK
 GB0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0228_STAMPING: C 194 1951 1000.155
 GB0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0228+STABILITY: SURFACE MOTION
 GB0228
 GB0228  HISTORY     - Date     Condition        Report By
 GB0228  HISTORY     - 1951     MONUMENTED       CGS
 GB0228  HISTORY     - 1957     GOOD             NGS
 GB0228
 GB0228                          STATION DESCRIPTION
 GB0228
 GB0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0228'1.2 MI E FROM ROCKHOLDS.
 GB0228'ABOUT 0.15 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GB0228'RAILROAD FROM THE STATION AT ROCKHOLDS, THENCE ABOUT 1.05 MILES
 GB0228'EAST ALONG A BLACK TOP AND GRAVEL ROAD, ON THE OUTSIDE OF A CURVE
 GB0228'WITH TANGENTS EXTENDING NORTHWEST AND NORTHEAST, ACROSS ROAD
 GB0228'FROM SITE OF AN OLD SCHOOL, 20 FEET SOUTH OF THE CENTER LINE OF
 GB0228'ROAD, 44 FEET WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH,
 GB0228'40 FEET SOUTHWEST AND ACROSS ROAD FROM A FENCE CORNER AT SOUTHEAST
 GB0228'CORNER OF SCHOOL GROUNDS, 1 FOOT NORTH OF A FENCE LINE, ABOUT
 GB0228'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GB0228'PROJECTING 4 INCHES.
 GB0228
 GB0228                          STATION RECOVERY (1957)
 GB0228
 GB0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0173 ***********************************************************************
 GB0173  DESIGNATION -  C 195
 GB0173  PID         -  GB0173
 GB0173  STATE/COUNTY-  KY/WHITLEY
 GB0173  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0173
 GB0173                         *CURRENT SURVEY CONTROL
 GB0173  ___________________________________________________________________
 GB0173* NAD 83(1986)-  36 37 53.     (N)    084 13 51.     (W)     SCALED    
 GB0173* NAVD 88     -       305.623  (meters)    1002.70   (feet)  ADJUSTED  
 GB0173  ___________________________________________________________________
 GB0173  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GB0173  DYNAMIC HT  -         305.364 (meters)    1001.85  (feet)  COMP
 GB0173  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 GB0173
 GB0173  VERT ORDER  -  SECOND    CLASS 0
 GB0173
 GB0173.The horizontal coordinates were scaled from a topographic map and have
 GB0173.an estimated accuracy of +/- 6 seconds.
 GB0173
 GB0173.The orthometric height was determined by differential leveling
 GB0173.and adjusted by the National Geodetic Survey in June 1991..
 GB0173
 GB0173.The geoid height was determined by GEOID03.
 GB0173
 GB0173.The dynamic height is computed by dividing the NAVD 88
 GB0173.geopotential number by the normal gravity value computed on the
 GB0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0173.degrees latitude (g = 980.6199 gals.).
 GB0173
 GB0173.The modeled gravity was interpolated from observed gravity values.
 GB0173
 GB0173;                    North         East    Units  Estimated Accuracy
 GB0173;SPC KY1Z     - 1,034,190.    1,635,890.      MT  (+/- 180 meters Scaled)
 GB0173
 GB0173                          SUPERSEDED SURVEY CONTROL
 GB0173
 GB0173  NGVD 29 (??/??/92)  305.761  (m)         1003.15   (f) ADJ UNCH    2 0
 GB0173
 GB0173.Superseded values are not recommended for survey control.
 GB0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0173.See file dsdata.txt to determine how the superseded data were derived.
 GB0173
 GB0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF476575(NAD 83)
 GB0173_MARKER: DB = BENCH MARK DISK
 GB0173_SETTING: 66 = SET IN ROCK OUTCROP
 GB0173_SP_SET: ROCK OUTCROP
 GB0173_STAMPING: C 195 1951 1003.151
 GB0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0173+STABILITY: POSITION/ELEVATION WELL
 GB0173
 GB0173  HISTORY     - Date     Condition        Report By
 GB0173  HISTORY     - 1951     MONUMENTED       CGS
 GB0173  HISTORY     - 1957     GOOD             NGS
 GB0173
 GB0173                          STATION DESCRIPTION
 GB0173
 GB0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0173'0.2 MI W FROM AYERS.
 GB0173'ABOUT 0.15 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GB0173'AYERS, ON THE INSIDE AND AT THE EAST END OF A CURVE WITH TANGENTS
 GB0173'EXTENDING EAST AND NORTHWEST, SET IN THE TOP AND NEAR THE CENTER
 GB0173'OF A SLANTING OUTCROP OF ROCK ON THE SOUTH SLOPE OF A HILL, 36
 GB0173'FEET NORTH OF THE CENTER LINE OF THE ROAD, 42 FEET NORTHWEST OF
 GB0173'THE WEST ONE OF A TRIPLE TRUNK HICKORY TREE, AND ABOUT 13 FEET
 GB0173'ABOVE THE ROAD.
 GB0173
 GB0173                          STATION RECOVERY (1957)
 GB0173
 GB0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1089 ***********************************************************************
 GZ1089  DESIGNATION -  C 196
 GZ1089  PID         -  GZ1089
 GZ1089  STATE/COUNTY-  KY/PULASKI
 GZ1089  USGS QUAD   -  SOMERSET (1987)
 GZ1089
 GZ1089                         *CURRENT SURVEY CONTROL
 GZ1089  ___________________________________________________________________
 GZ1089* NAD 83(1986)-  37 05 12.     (N)    084 32 02.     (W)     SCALED    
 GZ1089* NAVD 88     -       261.297  (meters)     857.27   (feet)  ADJUSTED  
 GZ1089  ___________________________________________________________________
 GZ1089  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 GZ1089  DYNAMIC HT  -         261.097 (meters)     856.62  (feet)  COMP
 GZ1089  MODELED GRAV-     979,857.3   (mgal)                       NAVD 88
 GZ1089
 GZ1089  VERT ORDER  -  SECOND    CLASS 0
 GZ1089
 GZ1089.The horizontal coordinates were scaled from a topographic map and have
 GZ1089.an estimated accuracy of +/- 6 seconds.
 GZ1089
 GZ1089.The orthometric height was determined by differential leveling
 GZ1089.and adjusted by the National Geodetic Survey in June 1991..
 GZ1089
 GZ1089.The geoid height was determined by GEOID03.
 GZ1089
 GZ1089.The dynamic height is computed by dividing the NAVD 88
 GZ1089.geopotential number by the normal gravity value computed on the
 GZ1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1089.degrees latitude (g = 980.6199 gals.).
 GZ1089
 GZ1089.The modeled gravity was interpolated from observed gravity values.
 GZ1089
 GZ1089;                    North         East    Units  Estimated Accuracy
 GZ1089;SPC KY1Z     - 1,084,310.    1,608,120.      MT  (+/- 180 meters Scaled)
 GZ1089
 GZ1089                          SUPERSEDED SURVEY CONTROL
 GZ1089
 GZ1089  NGVD 29 (??/??/92)  261.468  (m)          857.83   (f) ADJ UNCH    2 0
 GZ1089
 GZ1089.Superseded values are not recommended for survey control.
 GZ1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1089.See file dsdata.txt to determine how the superseded data were derived.
 GZ1089
 GZ1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG191073(NAD 83)
 GZ1089_MARKER: DB = BENCH MARK DISK
 GZ1089_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1089_SP_SET: ROCK CUT
 GZ1089_STAMPING: C 196 1950
 GZ1089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1089+STABILITY: POSITION/ELEVATION WELL
 GZ1089
 GZ1089  HISTORY     - Date     Condition        Report By
 GZ1089  HISTORY     - 1950     MONUMENTED       CGS
 GZ1089  HISTORY     - 1958     GOOD             NGS
 GZ1089  HISTORY     - 1983     GOOD             KYDT
 GZ1089
 GZ1089                          STATION DESCRIPTION
 GZ1089
 GZ1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1089'4.2 MI SE FROM SOMERSET.
 GZ1089'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 80 FROM THE COURT HOUSE
 GZ1089'AT SOMERSET, THENCE ABOUT 2.75 MILES SOUTHEAST ALONG STATE HIGHWAY
 GZ1089'192, ABOUT 1.15 MILES NORTHWEST OF A BRIDGE OVER PITMAN CREEK, ABOUT
 GZ1089'0.1 MILE NORTHWEST OF A SUSPENSION FOOT BRIDGE LEADING NORTHEAST
 GZ1089'ACROSS A CREEK, AT THE SOUTHEAST END OF THE NORTHWEST ONE OF
 GZ1089'TWO BENCH ROCK CUTS, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GZ1089'HIGHWAY, 48 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM A 24-INCH
 GZ1089'BUCKEYE TREE, ABOUT 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE
 GZ1089'TOP OF THE BOTTOM LEDGE OF ROCK IN CUT BANK.
 GZ1089
 GZ1089                          STATION RECOVERY (1958)
 GZ1089
 GZ1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1089'RECOVERED IN GOOD CONDITION.
 GZ1089
 GZ1089                          STATION RECOVERY (1983)
 GZ1089
 GZ1089'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0486 ***********************************************************************
 GZ0486  DESIGNATION -  C 197
 GZ0486  PID         -  GZ0486
 GZ0486  STATE/COUNTY-  KY/PULASKI
 GZ0486  USGS QUAD   -  ANO (1979)
 GZ0486
 GZ0486                         *CURRENT SURVEY CONTROL
 GZ0486  ___________________________________________________________________
 GZ0486* NAD 83(1986)-  37 07 02.     (N)    084 22 20.     (W)     SCALED    
 GZ0486* NAVD 88     -       370.810  (meters)    1216.57   (feet)  ADJUSTED  
 GZ0486  ___________________________________________________________________
 GZ0486  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 GZ0486  DYNAMIC HT  -         370.528 (meters)    1215.64  (feet)  COMP
 GZ0486  MODELED GRAV-     979,858.2   (mgal)                       NAVD 88
 GZ0486
 GZ0486  VERT ORDER  -  SECOND    CLASS 0
 GZ0486
 GZ0486.The horizontal coordinates were scaled from a topographic map and have
 GZ0486.an estimated accuracy of +/- 6 seconds.
 GZ0486
 GZ0486.The orthometric height was determined by differential leveling
 GZ0486.and adjusted by the National Geodetic Survey in June 1991..
 GZ0486
 GZ0486.The geoid height was determined by GEOID03.
 GZ0486
 GZ0486.The dynamic height is computed by dividing the NAVD 88
 GZ0486.geopotential number by the normal gravity value computed on the
 GZ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0486.degrees latitude (g = 980.6199 gals.).
 GZ0486
 GZ0486.The modeled gravity was interpolated from observed gravity values.
 GZ0486
 GZ0486;                    North         East    Units  Estimated Accuracy
 GZ0486;SPC KY1Z     - 1,087,900.    1,622,440.      MT  (+/- 180 meters Scaled)
 GZ0486
 GZ0486                          SUPERSEDED SURVEY CONTROL
 GZ0486
 GZ0486  NGVD 29 (??/??/92)  370.977  (m)         1217.11   (f) ADJ UNCH    2 0
 GZ0486
 GZ0486.Superseded values are not recommended for survey control.
 GZ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0486.See file dsdata.txt to determine how the superseded data were derived.
 GZ0486
 GZ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG334111(NAD 83)
 GZ0486_MARKER: DB = BENCH MARK DISK
 GZ0486_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0486_SP_SET: ROCK OUTCROP
 GZ0486_STAMPING: C 197 1950
 GZ0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0486+STABILITY: POSITION/ELEVATION WELL
 GZ0486
 GZ0486  HISTORY     - Date     Condition        Report By
 GZ0486  HISTORY     - 1950     MONUMENTED       CGS
 GZ0486  HISTORY     - 1958     GOOD             NGS
 GZ0486
 GZ0486                          STATION DESCRIPTION
 GZ0486
 GZ0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0486'0.6 MI S FROM ACORN.
 GZ0486'ABOUT 0.65 MILE SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GZ0486'ACORN, ABOUT 1.1 MILES NORTH OF THE JUNCTION OF A DIM ROAD WEST
 GZ0486'TO BAKERS MINES, SET IN A PROJECTION OF ROCK IN A BENCH CUT
 GZ0486'ALONG A SHORT NORTH-SOUTH TANGENT IN ROAD, 21 FEET SOUTH OF
 GZ0486'THE NORTH END OF ROCK PORTION OF ROCK CUT, 5 FEET NORTH OF THE
 GZ0486'SOUTH END OF ROCK PORTION OF CUT, 14 FEET WEST OF THE CENTER
 GZ0486'LINE OF THE ROAD, 84 FEET NORTH OF THE WEST END OF AN 18-INCH
 GZ0486'PIPE CULVERT WITH STONE HEAD WALLS, ABOUT 0.5 FOOT WEST OF
 GZ0486'THE EAST EDGE OF OUTCROP AND ABOUT 3 FEET ABOVE THE ROAD.
 GZ0486
 GZ0486                          STATION RECOVERY (1958)
 GZ0486
 GZ0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0790 ***********************************************************************
 GZ0790  DESIGNATION -  C 2
 GZ0790  PID         -  GZ0790
 GZ0790  STATE/COUNTY-  KY/PULASKI
 GZ0790  USGS QUAD   -  SCIENCE HILL (1961)
 GZ0790
 GZ0790                         *CURRENT SURVEY CONTROL
 GZ0790  ___________________________________________________________________
 GZ0790* NAD 83(1986)-  37 14 56.     (N)    084 39 07.     (W)     SCALED    
 GZ0790* NAVD 88     -       340.233  (meters)    1116.25   (feet)  ADJUSTED  
 GZ0790  ___________________________________________________________________
 GZ0790  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GZ0790  DYNAMIC HT  -         339.965 (meters)    1115.37  (feet)  COMP
 GZ0790  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 GZ0790
 GZ0790  VERT ORDER  -  FIRST     CLASS II
 GZ0790
 GZ0790.The horizontal coordinates were scaled from a topographic map and have
 GZ0790.an estimated accuracy of +/- 6 seconds.
 GZ0790
 GZ0790.The orthometric height was determined by differential leveling
 GZ0790.and adjusted by the National Geodetic Survey in June 1991..
 GZ0790
 GZ0790.The geoid height was determined by GEOID03.
 GZ0790
 GZ0790.The dynamic height is computed by dividing the NAVD 88
 GZ0790.geopotential number by the normal gravity value computed on the
 GZ0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0790.degrees latitude (g = 980.6199 gals.).
 GZ0790
 GZ0790.The modeled gravity was interpolated from observed gravity values.
 GZ0790
 GZ0790;                    North         East    Units  Estimated Accuracy
 GZ0790;SPC KY1Z     - 1,102,190.    1,597,420.      MT  (+/- 180 meters Scaled)
 GZ0790
 GZ0790                          SUPERSEDED SURVEY CONTROL
 GZ0790
 GZ0790  NGVD 29 (??/??/92)  340.377  (m)         1116.72   (f) ADJ UNCH    1 2
 GZ0790
 GZ0790.Superseded values are not recommended for survey control.
 GZ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0790.See file dsdata.txt to determine how the superseded data were derived.
 GZ0790
 GZ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG082250(NAD 83)
 GZ0790_MARKER: Q = CHISELED SQUARE
 GZ0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0790_SP_SET: STEP
 GZ0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0790
 GZ0790  HISTORY     - Date     Condition        Report By
 GZ0790  HISTORY     - UNK      MONUMENTED       CGS
 GZ0790  HISTORY     - 1950     GOOD             NGS
 GZ0790  HISTORY     - 1961     MARK NOT FOUND   NGS
 GZ0790  HISTORY     - 1984     MARK NOT FOUND   NGS
 GZ0790  HISTORY     - 20050510 MARK NOT FOUND   KYDT
 GZ0790
 GZ0790                          STATION DESCRIPTION
 GZ0790
 GZ0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0790'2.2 MI S FROM EUBANK.
 GZ0790'ABOUT 2.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ0790'AT EUBANK, ABOUT 245 YARDS SOUTH OF THE WAITING BOOTH AT FLOYD,
 GZ0790'ABOUT 133 YARDS SOUTH OF THE OVERPASS OF THE RAILWAY OVER A GRAVEL
 GZ0790'ROAD, SET IN THE SECOND STEP BELOW THE COPING STONE OF THE
 GZ0790'SOUTHWEST STONE MASONRY WING WALL OF A CULVERT OVER A SMALL CREEK,
 GZ0790'ABOUT HALF WAY BETWEEN THE WEST FACE OF THE FIRST STEP AND THE
 GZ0790'WEST EDGE OF THE SECOND STEP, 0.5 FOOT SOUTHEAST OF THE NORTHWEST
 GZ0790'EDGE OF THE STEP AND 16 FEET BELOW THE TRACK.
 GZ0790
 GZ0790                          STATION RECOVERY (1961)
 GZ0790
 GZ0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GZ0790'MARK NOT FOUND.
 GZ0790
 GZ0790                          STATION RECOVERY (1984)
 GZ0790
 GZ0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ0790'NOT RECOVERED, NO SIGN OF A SQUARE CUT COULD BE FOUND.
 GZ0790
 GZ0790                          STATION RECOVERY (2005)
 GZ0790
 GZ0790'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0790'THIS CULVERT HAS BEEN EXTENDED ON BOTH ENDS, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0429 ***********************************************************************
 GD0429  DESIGNATION -  C 20
 GD0429  PID         -  GD0429
 GD0429  STATE/COUNTY-  KY/GRAVES
 GD0429  USGS QUAD   -  CUBA (1977)
 GD0429
 GD0429                         *CURRENT SURVEY CONTROL
 GD0429  ___________________________________________________________________
 GD0429* NAD 83(1986)-  36 32 47.     (N)    088 43 20.     (W)     SCALED    
 GD0429* NAVD 88     -       161.782  (meters)     530.78   (feet)  ADJUSTED  
 GD0429  ___________________________________________________________________
 GD0429  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0429  DYNAMIC HT  -         161.654 (meters)     530.36  (feet)  COMP
 GD0429  MODELED GRAV-     979,835.5   (mgal)                       NAVD 88
 GD0429
 GD0429  VERT ORDER  -  SECOND    CLASS 0
 GD0429
 GD0429.The horizontal coordinates were scaled from a topographic map and have
 GD0429.an estimated accuracy of +/- 6 seconds.
 GD0429
 GD0429.The orthometric height was determined by differential leveling
 GD0429.and adjusted by the National Geodetic Survey in June 1991..
 GD0429
 GD0429.The geoid height was determined by GEOID03.
 GD0429
 GD0429.The dynamic height is computed by dividing the NAVD 88
 GD0429.geopotential number by the normal gravity value computed on the
 GD0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0429.degrees latitude (g = 980.6199 gals.).
 GD0429
 GD0429.The modeled gravity was interpolated from observed gravity values.
 GD0429
 GD0429;                    North         East    Units  Estimated Accuracy
 GD0429;SPC KY1Z     - 1,027,890.    1,233,870.      MT  (+/- 180 meters Scaled)
 GD0429
 GD0429                          SUPERSEDED SURVEY CONTROL
 GD0429
 GD0429  NGVD 29 (??/??/??)  161.776  (m)          530.76   (f) ADJUSTED    2 0
 GD0429
 GD0429.Superseded values are not recommended for survey control.
 GD0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0429.See file dsdata.txt to determine how the superseded data were derived.
 GD0429
 GD0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF458459(NAD 83)
 GD0429_MARKER: DB = BENCH MARK DISK
 GD0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0429_STAMPING: C 20 1934
 GD0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0429+STABILITY: SURFACE MOTION
 GD0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0429+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 GD0429
 GD0429  HISTORY     - Date     Condition        Report By
 GD0429  HISTORY     - 1934     MONUMENTED       CGS
 GD0429  HISTORY     - 1975     GOOD             NGS
 GD0429  HISTORY     - 20020817 GOOD             USACE
 GD0429
 GD0429                          STATION DESCRIPTION
 GD0429
 GD0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GD0429'IN PILOT OAK.
 GD0429'AT PILOT OAK, GRAVES COUNTY, ACROSS HIGHWAY 94 FROM COMBINATION
 GD0429'GROCERY STORE AND SERVICE STATION, 38 FEET NORTH AND 26 FEET EAST
 GD0429'OF JUNCTION OF HLIGHWAY 94 AND DRIVEWAY NORTH INTO A GARAGE.
 GD0429'STANDARD DISK, STAMPED "C20 1934" SET IN THE TOP OF A CONCRETE
 GD0429'POST PROJECTING 3 INCHES.
 GD0429
 GD0429                          STATION RECOVERY (1975)
 GD0429
 GD0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GD0429'RECOVERED IN GOOD CONDITION.
 GD0429
 GD0429                          STATION RECOVERY (2002)
 GD0429
 GD0429'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0465 ***********************************************************************
 GZ0465  DESIGNATION -  C 200
 GZ0465  PID         -  GZ0465
 GZ0465  STATE/COUNTY-  KY/LAUREL
 GZ0465  USGS QUAD   -  LONDON SW (1979)
 GZ0465
 GZ0465                         *CURRENT SURVEY CONTROL
 GZ0465  ___________________________________________________________________
 GZ0465* NAD 83(1986)-  37 04 58.     (N)    084 13 38.     (W)     SCALED    
 GZ0465* NAVD 88     -       371.390  (meters)    1218.47   (feet)  ADJUSTED  
 GZ0465  ___________________________________________________________________
 GZ0465  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 GZ0465  DYNAMIC HT  -         371.102 (meters)    1217.52  (feet)  COMP
 GZ0465  MODELED GRAV-     979,843.3   (mgal)                       NAVD 88
 GZ0465
 GZ0465  VERT ORDER  -  SECOND    CLASS 0
 GZ0465
 GZ0465.The horizontal coordinates were scaled from a topographic map and have
 GZ0465.an estimated accuracy of +/- 6 seconds.
 GZ0465
 GZ0465.The orthometric height was determined by differential leveling
 GZ0465.and adjusted by the National Geodetic Survey in June 1991..
 GZ0465
 GZ0465.The geoid height was determined by GEOID03.
 GZ0465
 GZ0465.The dynamic height is computed by dividing the NAVD 88
 GZ0465.geopotential number by the normal gravity value computed on the
 GZ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0465.degrees latitude (g = 980.6199 gals.).
 GZ0465
 GZ0465.The modeled gravity was interpolated from observed gravity values.
 GZ0465
 GZ0465;                    North         East    Units  Estimated Accuracy
 GZ0465;SPC KY1Z     - 1,084,280.    1,635,390.      MT  (+/- 180 meters Scaled)
 GZ0465
 GZ0465                          SUPERSEDED SURVEY CONTROL
 GZ0465
 GZ0465  NGVD 29 (??/??/92)  371.549  (m)         1218.99   (f) ADJ UNCH    2 0
 GZ0465
 GZ0465.Superseded values are not recommended for survey control.
 GZ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0465.See file dsdata.txt to determine how the superseded data were derived.
 GZ0465
 GZ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG464076(NAD 83)
 GZ0465_MARKER: DB = BENCH MARK DISK
 GZ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0465_STAMPING: C 200 1950 1218.990
 GZ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0465+STABILITY: SURFACE MOTION
 GZ0465
 GZ0465  HISTORY     - Date     Condition        Report By
 GZ0465  HISTORY     - 1950     MONUMENTED       CGS
 GZ0465  HISTORY     - 1958     GOOD             NGS
 GZ0465
 GZ0465                          STATION DESCRIPTION
 GZ0465
 GZ0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0465'0.8 MI SE FROM BUNCH.
 GZ0465'ABOUT 0.85 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE CROSSROADS AT
 GZ0465'BUNCH, SET NEAR THE NORTHWEST END OF A TWO LANE DRIVE IN ROAD,
 GZ0465'IN A SMALL CLEARING ON SOUTHWEST SIDE OF ROAD, ON THE OUTSIDE OF
 GZ0465'A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST, 24 FEET SOUTHWEST
 GZ0465'OF THE CENTER LINE OF THE ROAD, 35 FEET NORTHWEST OF THE CENTER
 GZ0465'LINE OF ROAD FORK OF THE TWO LANE DRIVE, 19 FEET NORTH OF A
 GZ0465'TRIANGULAR BLAZED 10-INCH OAK TREE, ABOUT 1 FOOT BELOW THE ROAD
 GZ0465'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GZ0465
 GZ0465                          STATION RECOVERY (1958)
 GZ0465
 GZ0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0256 ***********************************************************************
 GZ0256  DESIGNATION -  C 201
 GZ0256  PID         -  GZ0256
 GZ0256  STATE/COUNTY-  KY/LAUREL
 GZ0256  USGS QUAD   -  LILY (1970)
 GZ0256
 GZ0256                         *CURRENT SURVEY CONTROL
 GZ0256  ___________________________________________________________________
 GZ0256* NAD 83(1986)-  37 04 07.     (N)    084 03 24.     (W)     SCALED    
 GZ0256* NAVD 88     -       350.637  (meters)    1150.38   (feet)  ADJUSTED  
 GZ0256  ___________________________________________________________________
 GZ0256  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ0256  DYNAMIC HT  -         350.357 (meters)    1149.46  (feet)  COMP
 GZ0256  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 GZ0256
 GZ0256  VERT ORDER  -  SECOND    CLASS 0
 GZ0256
 GZ0256.The horizontal coordinates were scaled from a topographic map and have
 GZ0256.an estimated accuracy of +/- 6 seconds.
 GZ0256
 GZ0256.The orthometric height was determined by differential leveling
 GZ0256.and adjusted by the National Geodetic Survey in June 1991..
 GZ0256
 GZ0256.The geoid height was determined by GEOID03.
 GZ0256
 GZ0256.The dynamic height is computed by dividing the NAVD 88
 GZ0256.geopotential number by the normal gravity value computed on the
 GZ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0256.degrees latitude (g = 980.6199 gals.).
 GZ0256
 GZ0256.The modeled gravity was interpolated from observed gravity values.
 GZ0256
 GZ0256;                    North         East    Units  Estimated Accuracy
 GZ0256;SPC KY1Z     - 1,082,970.    1,650,580.      MT  (+/- 180 meters Scaled)
 GZ0256
 GZ0256                          SUPERSEDED SURVEY CONTROL
 GZ0256
 GZ0256  NGVD 29 (??/??/92)  350.788  (m)         1150.88   (f) ADJ UNCH    2 0
 GZ0256
 GZ0256.Superseded values are not recommended for survey control.
 GZ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0256.See file dsdata.txt to determine how the superseded data were derived.
 GZ0256
 GZ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG616065(NAD 83)
 GZ0256_MARKER: DB = BENCH MARK DISK
 GZ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0256_STAMPING: C 201 1950 1150.877
 GZ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0256+STABILITY: SURFACE MOTION
 GZ0256
 GZ0256  HISTORY     - Date     Condition        Report By
 GZ0256  HISTORY     - 1950     MONUMENTED       CGS
 GZ0256  HISTORY     - 1958     GOOD             NGS
 GZ0256
 GZ0256                          STATION DESCRIPTION
 GZ0256
 GZ0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0256'4.7 MI S FROM LONDON.
 GZ0256'ABOUT 4.7 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0256'FROM THE STATION AT LONDON, AT FARISTON, ABOUT 9 RAILS SOUTH
 GZ0256'OF THE SMALL FLAG STATION, 41 FEET EAST AND ACROSS A SIDE TRACK
 GZ0256'FROM THE EAST RAIL OF THE MAIN TRACK, 11 FEET EAST OF THE EAST
 GZ0256'RAIL OF SIDE TRACK, 98 FEET SOUTHWEST OF THE CENTER OF THE
 GZ0256'JUNCTION OF A ROAD PARALLEL TO TRACK AND A GRAVEL ROAD EAST,
 GZ0256'45 1/2 FEET NORTH OF THE EAST END OF A 24-INCH PIPE CULVERT WITH
 GZ0256'CONCRETE HEAD WALLS UNDER SIDE TRACK, 4 FEET EAST OF THE THIRD
 GZ0256'TELEPHONE POLE NORTH OF A WOODEN OVERPASS OVER THE TRACKS, ABOUT
 GZ0256'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GZ0256'PROJECTING 2 INCHES.
 GZ0256
 GZ0256                          STATION RECOVERY (1958)
 GZ0256
 GZ0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0318 ***********************************************************************
 GB0318  DESIGNATION -  C 202
 GB0318  PID         -  GB0318
 GB0318  STATE/COUNTY-  KY/LAUREL
 GB0318  USGS QUAD   -  SAWYER (1981)
 GB0318
 GB0318                         *CURRENT SURVEY CONTROL
 GB0318  ___________________________________________________________________
 GB0318* NAD 83(1986)-  36 59 54.     (N)    084 15 11.     (W)     SCALED    
 GB0318* NAVD 88     -       363.944  (meters)    1194.04   (feet)  ADJUSTED  
 GB0318  ___________________________________________________________________
 GB0318  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GB0318  DYNAMIC HT  -         363.658 (meters)    1193.10  (feet)  COMP
 GB0318  MODELED GRAV-     979,835.7   (mgal)                       NAVD 88
 GB0318
 GB0318  VERT ORDER  -  SECOND    CLASS 0
 GB0318
 GB0318.The horizontal coordinates were scaled from a topographic map and have
 GB0318.an estimated accuracy of +/- 6 seconds.
 GB0318
 GB0318.The orthometric height was determined by differential leveling
 GB0318.and adjusted by the National Geodetic Survey in June 1991..
 GB0318
 GB0318.The geoid height was determined by GEOID03.
 GB0318
 GB0318.The dynamic height is computed by dividing the NAVD 88
 GB0318.geopotential number by the normal gravity value computed on the
 GB0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0318.degrees latitude (g = 980.6199 gals.).
 GB0318
 GB0318.The modeled gravity was interpolated from observed gravity values.
 GB0318
 GB0318;                    North         East    Units  Estimated Accuracy
 GB0318;SPC KY1Z     - 1,074,870.    1,633,250.      MT  (+/- 180 meters Scaled)
 GB0318
 GB0318                          SUPERSEDED SURVEY CONTROL
 GB0318
 GB0318  NGVD 29 (??/??/92)  364.101  (m)         1194.55   (f) ADJ UNCH    2 0
 GB0318
 GB0318.Superseded values are not recommended for survey control.
 GB0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0318.See file dsdata.txt to determine how the superseded data were derived.
 GB0318
 GB0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF444982(NAD 83)
 GB0318_MARKER: DB = BENCH MARK DISK
 GB0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0318_STAMPING: C 202 1950 1194.555
 GB0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0318+STABILITY: SURFACE MOTION
 GB0318
 GB0318  HISTORY     - Date     Condition        Report By
 GB0318  HISTORY     - 1950     MONUMENTED       CGS
 GB0318  HISTORY     - 1962     GOOD             NGS
 GB0318
 GB0318                          STATION DESCRIPTION
 GB0318
 GB0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0318'14.8 MI SW FROM LONDON.
 GB0318'ABOUT 13.75 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE
 GB0318'COURT HOUSE AT LONDON, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG
 GB0318'CRAIGS CREEK ROAD, AT THE JUNCTION OF A DIM ROAD SOUTHEAST, 54
 GB0318'FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET NORTHEAST OF
 GB0318'THE CENTER LINE OF DIM ROAD SOUTHEAST, 14 1/2 FEET EAST OF A
 GB0318'12-INCH TRIANGULAR BLAZED OAK TREE, 19 FEET NORTHWEST OF AN
 GB0318'8-INCH HICKORY TREE, ABOUT 2 FEET ABOVE THE ROAD AND SET IN
 GB0318'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB0318
 GB0318                          STATION RECOVERY (1962)
 GB0318
 GB0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0317 ***********************************************************************
 GB0317  DESIGNATION -  C 203
 GB0317  PID         -  GB0317
 GB0317  STATE/COUNTY-  KY/WHITLEY
 GB0317  USGS QUAD   -  VOX (1982)
 GB0317
 GB0317                         *CURRENT SURVEY CONTROL
 GB0317  ___________________________________________________________________
 GB0317* NAD 83(1986)-  36 52 50.     (N)    084 11 59.     (W)     SCALED    
 GB0317* NAVD 88     -       351.072  (meters)    1151.81   (feet)  ADJUSTED  
 GB0317  ___________________________________________________________________
 GB0317  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GB0317  DYNAMIC HT  -         350.789 (meters)    1150.88  (feet)  COMP
 GB0317  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 GB0317
 GB0317  VERT ORDER  -  SECOND    CLASS 0
 GB0317
 GB0317.The horizontal coordinates were scaled from a topographic map and have
 GB0317.an estimated accuracy of +/- 6 seconds.
 GB0317
 GB0317.The orthometric height was determined by differential leveling
 GB0317.and adjusted by the National Geodetic Survey in June 1991..
 GB0317
 GB0317.The geoid height was determined by GEOID03.
 GB0317
 GB0317.The dynamic height is computed by dividing the NAVD 88
 GB0317.geopotential number by the normal gravity value computed on the
 GB0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0317.degrees latitude (g = 980.6199 gals.).
 GB0317
 GB0317.The modeled gravity was interpolated from observed gravity values.
 GB0317
 GB0317;                    North         East    Units  Estimated Accuracy
 GB0317;SPC KY1Z     - 1,061,880.    1,638,210.      MT  (+/- 180 meters Scaled)
 GB0317
 GB0317                          SUPERSEDED SURVEY CONTROL
 GB0317
 GB0317  NGVD 29 (??/??/92)  351.226  (m)         1152.31   (f) ADJ UNCH    2 0
 GB0317
 GB0317.Superseded values are not recommended for survey control.
 GB0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0317.See file dsdata.txt to determine how the superseded data were derived.
 GB0317
 GB0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF495852(NAD 83)
 GB0317_MARKER: DB = BENCH MARK DISK
 GB0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0317_STAMPING: C 203 1950 1152.314
 GB0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0317+STABILITY: SURFACE MOTION
 GB0317
 GB0317  HISTORY     - Date     Condition        Report By
 GB0317  HISTORY     - 1950     MONUMENTED       CGS
 GB0317  HISTORY     - 1962     GOOD             NGS
 GB0317  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0317
 GB0317                          STATION DESCRIPTION
 GB0317
 GB0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0317'7 MI SW FROM CORBIN.
 GB0317'ABOUT 7.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 25W FROM THE
 GB0317'JUNCTION OF STATE HIGHWAY 26 AT CORBIN, AT A GRAVEL CROSSROAD
 GB0317'AND HOLLY MARSH SCHOOL, ABOUT 100 YARDS NORTHWEST OF THE SCHOOL
 GB0317'BUILDING, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GB0317'65 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD SOUTHEAST, 73
 GB0317'FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE EAST CORNER OF
 GB0317'A GULF SERVICE STATION AND GROCERY STORE, 2 1/2 FEET EAST OF A
 GB0317'TELEPHONE POLE, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE
 GB0317'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB0317
 GB0317                          STATION RECOVERY (1962)
 GB0317
 GB0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0317'RECOVERED IN GOOD CONDITION.
 GB0317
 GB0317                          STATION RECOVERY (1977)
 GB0317
 GB0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2889 ***********************************************************************
 GA2889  DESIGNATION -  C 204
 GA2889  PID         -  GA2889
 GA2889  STATE/COUNTY-  KY/LAUREL
 GA2889  USGS QUAD   -  HEIDRICK (1974)
 GA2889
 GA2889                         *CURRENT SURVEY CONTROL
 GA2889  ___________________________________________________________________
 GA2889* NAD 83(1986)-  36 59 13.     (N)    083 59 28.     (W)     SCALED    
 GA2889* NAVD 88     -       349.295  (meters)    1145.98   (feet)  ADJUSTED  
 GA2889  ___________________________________________________________________
 GA2889  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GA2889  DYNAMIC HT  -         349.010 (meters)    1145.04  (feet)  COMP
 GA2889  MODELED GRAV-     979,804.3   (mgal)                       NAVD 88
 GA2889
 GA2889  VERT ORDER  -  SECOND    CLASS 0
 GA2889
 GA2889.The horizontal coordinates were scaled from a topographic map and have
 GA2889.an estimated accuracy of +/- 6 seconds.
 GA2889
 GA2889.The orthometric height was determined by differential leveling
 GA2889.and adjusted by the National Geodetic Survey in June 1991..
 GA2889
 GA2889.The geoid height was determined by GEOID03.
 GA2889
 GA2889.The dynamic height is computed by dividing the NAVD 88
 GA2889.geopotential number by the normal gravity value computed on the
 GA2889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2889.degrees latitude (g = 980.6199 gals.).
 GA2889
 GA2889.The modeled gravity was interpolated from observed gravity values.
 GA2889
 GA2889;                    North         East    Units  Estimated Accuracy
 GA2889;SPC KY1Z     - 1,074,020.    1,656,580.      MT  (+/- 180 meters Scaled)
 GA2889
 GA2889                          SUPERSEDED SURVEY CONTROL
 GA2889
 GA2889  NGVD 29 (??/??/92)  349.448  (m)         1146.48   (f) ADJ UNCH    2 0
 GA2889
 GA2889.Superseded values are not recommended for survey control.
 GA2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2889.See file dsdata.txt to determine how the superseded data were derived.
 GA2889
 GA2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA337976(NAD 83)
 GA2889_MARKER: DB = BENCH MARK DISK
 GA2889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2889_STAMPING: C 204 1950 1146.481
 GA2889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2889+STABILITY: SURFACE MOTION
 GA2889
 GA2889  HISTORY     - Date     Condition        Report By
 GA2889  HISTORY     - 1950     MONUMENTED       CGS
 GA2889  HISTORY     - 1957     POOR             NGS
 GA2889
 GA2889                          STATION DESCRIPTION
 GA2889
 GA2889'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2889'4.6 MI N FROM GRAYS.
 GA2889'3.85 MILES NORTH ALONG A DIRT ROAD FROM THE METHODIST CHURCH AT
 GA2889'GRAYS, THENCE ABOUT 0.7 MILE NORTHEAST ALONG A GRAVEL ROAD, ABOUT
 GA2889'0.5 MILE WEST OF A CHURCH AND SCHOOL, AT THE JUNCTION OF A ROAD
 GA2889'SOUTH, 95 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 32 FEET WEST
 GA2889'OF THE CENTER LINE OF ROAD SOUTH, 57 FEET SOUTHEAST OF THE SOUTHEAST
 GA2889'CORNER OF A FARM HOUSE, 75 FEET SOUTH-SOUTHEAST OF A DRILLED
 GA2889'WELL, 12 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE,
 GA2889'1 FOOT NORTHEAST OF A FENCE LINE, ABOUT 1 FOOT BELOW THE ROAD
 GA2889'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GA2889
 GA2889                          STATION RECOVERY (1957)
 GA2889
 GA2889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2889'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0359 ***********************************************************************
 GB0359  DESIGNATION -  C 205
 GB0359  PID         -  GB0359
 GB0359  STATE/COUNTY-  KY/WHITLEY
 GB0359  USGS QUAD   -  CUMBERLAND FALLS (1981)
 GB0359
 GB0359                         *CURRENT SURVEY CONTROL
 GB0359  ___________________________________________________________________
 GB0359* NAD 83(1986)-  36 50 26.     (N)    084 18 08.     (W)     SCALED    
 GB0359* NAVD 88     -       365.010  (meters)    1197.54   (feet)  ADJUSTED  
 GB0359  ___________________________________________________________________
 GB0359  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GB0359  DYNAMIC HT  -         364.717 (meters)    1196.58  (feet)  COMP
 GB0359  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GB0359
 GB0359  VERT ORDER  -  SECOND    CLASS 0
 GB0359
 GB0359.The horizontal coordinates were scaled from a topographic map and have
 GB0359.an estimated accuracy of +/- 6 seconds.
 GB0359
 GB0359.The orthometric height was determined by differential leveling
 GB0359.and adjusted by the National Geodetic Survey in June 1991..
 GB0359
 GB0359.The geoid height was determined by GEOID03.
 GB0359
 GB0359.The dynamic height is computed by dividing the NAVD 88
 GB0359.geopotential number by the normal gravity value computed on the
 GB0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0359.degrees latitude (g = 980.6199 gals.).
 GB0359
 GB0359.The modeled gravity was interpolated from observed gravity values.
 GB0359
 GB0359;                    North         East    Units  Estimated Accuracy
 GB0359;SPC KY1Z     - 1,057,300.    1,629,140.      MT  (+/- 180 meters Scaled)
 GB0359
 GB0359                          SUPERSEDED SURVEY CONTROL
 GB0359
 GB0359  NGVD 29 (??/??/92)  365.162  (m)         1198.04   (f) ADJ UNCH    2 0
 GB0359
 GB0359.Superseded values are not recommended for survey control.
 GB0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0359.See file dsdata.txt to determine how the superseded data were derived.
 GB0359
 GB0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF405805(NAD 83)
 GB0359_MARKER: DB = BENCH MARK DISK
 GB0359_SETTING: 66 = SET IN ROCK OUTCROP
 GB0359_SP_SET: ROCK OUTCROP
 GB0359_STAMPING: C 205 1950 1198.036
 GB0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0359+STABILITY: POSITION/ELEVATION WELL
 GB0359
 GB0359  HISTORY     - Date     Condition        Report By
 GB0359  HISTORY     - 1950     MONUMENTED       CGS
 GB0359  HISTORY     - 1957     GOOD             NGS
 GB0359
 GB0359                          STATION DESCRIPTION
 GB0359
 GB0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0359'3.2 MI E FROM CUMBERLAND FALLS.
 GB0359'ABOUT 3.5 MILES EAST ALONG STATE HIGHWAY 90 FROM THE EAST FERRY
 GB0359'LANDING AT CUMBERLAND RIVER AT CUMBERLAND FALLS, ABOUT 0.7
 GB0359'MILE EAST OF THE EAST END OF A LONG CONCRETE BRIDGE OVER A
 GB0359'VALLEY AND A ROADSIDE LOOKOUT, SET IN THE TOP OF A FLAT
 GB0359'OUTCROP OF ROCK AT THE JUNCTION OF A ROAD SOUTH, 46 FEET SOUTH
 GB0359'OF THE CENTER LINE OF THE HIGHWAY, 141 FEET EAST OF THE CENTER
 GB0359'LINE OF SIDE ROAD, 63 FEET SOUTHWEST OF THE SECOND TELEPHONE
 GB0359'EAST OF ROAD SOUTH, AND ABOUT LEVEL WITH THE HIGHWAY.
 GB0359
 GB0359                          STATION RECOVERY (1957)
 GB0359
 GB0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2960 ***********************************************************************
 GA2960  DESIGNATION -  C 207
 GA2960  PID         -  GA2960
 GA2960  STATE/COUNTY-  KY/BELL
 GA2960  USGS QUAD   -  ARTEMUS (1974)
 GA2960
 GA2960                         *CURRENT SURVEY CONTROL
 GA2960  ___________________________________________________________________
 GA2960* NAD 83(1986)-  36 46 53.     (N)    083 46 12.     (W)     SCALED    
 GA2960* NAVD 88     -       307.600  (meters)    1009.18   (feet)  ADJUSTED  
 GA2960  ___________________________________________________________________
 GA2960  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GA2960  DYNAMIC HT  -         307.341 (meters)    1008.33  (feet)  COMP
 GA2960  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GA2960
 GA2960  VERT ORDER  -  SECOND    CLASS 0
 GA2960
 GA2960.The horizontal coordinates were scaled from a topographic map and have
 GA2960.an estimated accuracy of +/- 6 seconds.
 GA2960
 GA2960.The orthometric height was determined by differential leveling
 GA2960.and adjusted by the National Geodetic Survey in June 1991..
 GA2960
 GA2960.The geoid height was determined by GEOID03.
 GA2960
 GA2960.The dynamic height is computed by dividing the NAVD 88
 GA2960.geopotential number by the normal gravity value computed on the
 GA2960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2960.degrees latitude (g = 980.6199 gals.).
 GA2960
 GA2960.The modeled gravity was interpolated from observed gravity values.
 GA2960
 GA2960;                    North         East    Units  Estimated Accuracy
 GA2960;SPC KY1Z     - 1,051,600.    1,676,750.      MT  (+/- 180 meters Scaled)
 GA2960
 GA2960                          SUPERSEDED SURVEY CONTROL
 GA2960
 GA2960  NGVD 29 (??/??/92)  307.752  (m)         1009.68   (f) ADJ UNCH    2 0
 GA2960
 GA2960.Superseded values are not recommended for survey control.
 GA2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2960.See file dsdata.txt to determine how the superseded data were derived.
 GA2960
 GA2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA528742(NAD 83)
 GA2960_MARKER: DB = BENCH MARK DISK
 GA2960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2960_SP_SET: CULVERT
 GA2960_STAMPING: C 207 1950 1009.683
 GA2960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2960+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2960
 GA2960  HISTORY     - Date     Condition        Report By
 GA2960  HISTORY     - 1950     MONUMENTED       CGS
 GA2960  HISTORY     - 1957     GOOD             NGS
 GA2960  HISTORY     - 1975     GOOD             NGS
 GA2960  HISTORY     - 20020806 GOOD             KYDT
 GA2960
 GA2960                          STATION DESCRIPTION
 GA2960
 GA2960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2960'AT TINSLEY.
 GA2960'AT TINSLEY, 0.2 MILE SOUTHWEST OF THE POST OFFICE, 1.15 MILES
 GA2960'SOUTHWEST OF JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY 92,
 GA2960'AND ALONG HIGHWAY 92, 75 YARDS SOUTHWEST OF THE JUNCTION OF
 GA2960'GRAVEL ROAD NORTHWEST AND CONCRETE BRIDGE ON ROAD NORTHWEST, SET
 GA2960'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A
 GA2960'4-FOOT CONCRETE BOX CULVERT, 16 FEET SOUTHEAST OF THE CENTER LINE
 GA2960'OF HIGHWAY, SOUTHEAST AND ACROSS THE HIGHWAY FROM A SMALL STORE
 GA2960'AND SERVICE STATION, AND ABOUT LEVEL WITH HIGHWAY.  NOTE-- MARK
 GA2960'MAY BE REACHED FROM THE FLAG STATION AT FOUR MILE BY GOING 0.55
 GA2960'MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, THENCE
 GA2960'0.45 MILE WEST ALONG SPUR LINE OF THE L. AND N., THENCE 0.35
 GA2960'MILE SOUTHEAST ALONG U.S. HIGHWAY 25 E, THENCE 1.15 MILES
 GA2960'SOUTHWEST ALONG STATE HIGHWAY 92.
 GA2960
 GA2960                          STATION RECOVERY (1975)
 GA2960
 GA2960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2960'RECOVERED IN GOOD CONDITION.
 GA2960
 GA2960                          STATION RECOVERY (2002)
 GA2960
 GA2960'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2960'GRAVEL ROAD NOW BLACKTOP AND KY 2077, STORE NOW RESIDENCE AND MARK IS
 GA2960'.7 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2981 ***********************************************************************
 GA2981  DESIGNATION -  C 208 RESET
 GA2981  PID         -  GA2981
 GA2981  STATE/COUNTY-  KY/BELL
 GA2981  USGS QUAD   -  MIDDLESBORO NORTH (1974)
 GA2981
 GA2981                         *CURRENT SURVEY CONTROL
 GA2981  ___________________________________________________________________
 GA2981* NAD 83(1986)-  36 44 32.     (N)    083 41 37.     (W)     SCALED    
 GA2981* NAVD 88     -       307.67   (meters)    1009.4    (feet)  RESET     
 GA2981  ___________________________________________________________________
 GA2981  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GA2981
 GA2981  VERT ORDER  -  THIRD
 GA2981
 GA2981.The horizontal coordinates were scaled from a topographic map and have
 GA2981.an estimated accuracy of +/- 6 seconds.
 GA2981
 GA2981.The orthometric height was computed from unverified reset data.
 GA2981.No vertical observational check was made to the station.
 GA2981
 GA2981.The geoid height was determined by GEOID03.
 GA2981
 GA2981;                    North         East    Units  Estimated Accuracy
 GA2981;SPC KY1Z     - 1,047,410.    1,683,660.      MT  (+/- 180 meters Scaled)
 GA2981
 GA2981                          SUPERSEDED SURVEY CONTROL
 GA2981
 GA2981  NGVD 29 (??/??/??)  307.82   (m)         1009.9    (f) RESET       3  
 GA2981
 GA2981.Superseded values are not recommended for survey control.
 GA2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2981.See file dsdata.txt to determine how the superseded data were derived.
 GA2981
 GA2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA595696(NAD 83)
 GA2981_MARKER: DB = BENCH MARK DISK
 GA2981_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2981_SP_SET: ABUTMENT
 GA2981_STAMPING: C 208 RESET 1968
 GA2981_MARK LOGO: CGS   
 GA2981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2981
 GA2981  HISTORY     - Date     Condition        Report By
 GA2981  HISTORY     - 1968     MONUMENTED       CGS
 GA2981
 GA2981                          STATION DESCRIPTION
 GA2981
 GA2981'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GA2981'1.4 MI S FROM PINEVILLE.
 GA2981'TO REACH THE MARK FROM THE SOUTHEAST CORNER OF THE BELL COUNTY
 GA2981'COURTHOUSE IN PINEVILLE, GO WESTERLY ON STATE ROUTE 66 (PINE
 GA2981'STREET) FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 25E (PARK
 GA2981'AVENUE).  HERE TURN LEFT AND GO SOUTHERLY ON U.S. HIGHWAY 25E FOR
 GA2981'1.25 MILES TO THE CONCRETE BRIDGE OVER CLEAR CREEK AND THE MARK
 GA2981'ON THE LEFT IN THE NORTH END OF A CONCRETE DAM STRUCTURE AS
 GA2981'DESCRIBED.  THE MARK IS JUST SOUTH OF THE BERT COMBS FORESTRY
 GA2981'BUILDING, 150 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GA2981'25E AT THE NORTH END OF THE BRIDGE, 14.0 FEET SOUTH OF A METAL
 GA2981'WITNESS POST AND SIGN, 4.0 FEET ABOVE THE DAM OVERFLOW WALL, 2.3
 GA2981'FEET NORTH OF THE SOUTH END OF THE NORTH ABUTMENT OF THE DAM, 2.0
 GA2981'FEET WEST OF THE EAST EDGE OF THE ABUTMENT, AND 2.0 FEET EAST OF
 GA2981'THE WEST EDGE OF THE ABUTMENT.  IT IS A STANDARD DISK CEMENTED IN
 GA2981'A DRILL HOLE IN THE SOUTH END OF THE NORTH ABUTMENT OF THE DAM AND
 GA2981'THE DISK IS STAMPED---C 208 RESET 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2645 ***********************************************************************
 GA2645  DESIGNATION -  C 209
 GA2645  PID         -  GA2645
 GA2645  STATE/COUNTY-  KY/BELL
 GA2645  USGS QUAD   -  FORK RIDGE (1959)
 GA2645
 GA2645                         *CURRENT SURVEY CONTROL
 GA2645  ___________________________________________________________________
 GA2645* NAD 83(1986)-  36 36 06.     (N)    083 45 04.     (W)     SCALED    
 GA2645* NAVD 88     -       359.635  (meters)    1179.90   (feet)  ADJUSTED  
 GA2645  ___________________________________________________________________
 GA2645  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GA2645  DYNAMIC HT  -         359.320 (meters)    1178.87  (feet)  COMP
 GA2645  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 GA2645
 GA2645  VERT ORDER  -  SECOND    CLASS 0
 GA2645
 GA2645.The horizontal coordinates were scaled from a topographic map and have
 GA2645.an estimated accuracy of +/- 6 seconds.
 GA2645
 GA2645.The orthometric height was determined by differential leveling
 GA2645.and adjusted by the National Geodetic Survey in June 1991..
 GA2645
 GA2645.The geoid height was determined by GEOID03.
 GA2645
 GA2645.The dynamic height is computed by dividing the NAVD 88
 GA2645.geopotential number by the normal gravity value computed on the
 GA2645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2645.degrees latitude (g = 980.6199 gals.).
 GA2645
 GA2645.The modeled gravity was interpolated from observed gravity values.
 GA2645
 GA2645;                    North         East    Units  Estimated Accuracy
 GA2645;SPC KY1Z     - 1,031,700.    1,678,860.      MT  (+/- 180 meters Scaled)
 GA2645
 GA2645                          SUPERSEDED SURVEY CONTROL
 GA2645
 GA2645  NGVD 29 (??/??/92)  359.780  (m)         1180.38   (f) ADJ UNCH    2 0
 GA2645
 GA2645.Superseded values are not recommended for survey control.
 GA2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2645.See file dsdata.txt to determine how the superseded data were derived.
 GA2645
 GA2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA539542(NAD 83)
 GA2645_MARKER: DB = BENCH MARK DISK
 GA2645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2645_SP_SET: BRIDGE
 GA2645_STAMPING: C 209 1951 1180.378
 GA2645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2645
 GA2645  HISTORY     - Date     Condition        Report By
 GA2645  HISTORY     - 1951     MONUMENTED       CGS
 GA2645  HISTORY     - 1957     GOOD             NGS
 GA2645
 GA2645                          STATION DESCRIPTION
 GA2645
 GA2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2645'3.2 MI W FROM MIDDLESBORO.
 GA2645'3.15 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA2645'FROM THE STATION AT MIDDLESBORO, AT THE CROSSING OF STATE HIGHWAY
 GA2645'186, ABOUT 320 YARDS NORTHWEST OF MILE POST 219, SET IN THE TOP
 GA2645'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 GA2645'RAILROAD BRIDGE OVER BENNETS FORK, 6.8 FEET SOUTHWEST OF THE
 GA2645'SOUTHWEST RAIL, 17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 GA2645'AND ABOUT 1/2 FOOT BELOW THE TRACK.
 GA2645
 GA2645                          STATION RECOVERY (1957)
 GA2645
 GA2645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0032 ***********************************************************************
 GD0032  DESIGNATION -  C 21 TVA
 GD0032  PID         -  GD0032
 GD0032  STATE/COUNTY-  KY/LYON
 GD0032  USGS QUAD   -  MONT (1986)
 GD0032
 GD0032                         *CURRENT SURVEY CONTROL
 GD0032  ___________________________________________________________________
 GD0032* NAD 83(1986)-  36 53 28.     (N)    088 04 50.     (W)     SCALED    
 GD0032* NAVD 88     -       157.699  (meters)     517.38   (feet)  ADJUSTED  
 GD0032  ___________________________________________________________________
 GD0032  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GD0032  DYNAMIC HT  -         157.578 (meters)     516.99  (feet)  COMP
 GD0032  MODELED GRAV-     979,856.8   (mgal)                       NAVD 88
 GD0032
 GD0032  VERT ORDER  -  FIRST     CLASS II
 GD0032
 GD0032.The horizontal coordinates were scaled from a topographic map and have
 GD0032.an estimated accuracy of +/- 6 seconds.
 GD0032
 GD0032.The orthometric height was determined by differential leveling
 GD0032.and adjusted by the National Geodetic Survey in June 1991..
 GD0032
 GD0032.The geoid height was determined by GEOID03.
 GD0032
 GD0032.The dynamic height is computed by dividing the NAVD 88
 GD0032.geopotential number by the normal gravity value computed on the
 GD0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0032.degrees latitude (g = 980.6199 gals.).
 GD0032
 GD0032.The modeled gravity was interpolated from observed gravity values.
 GD0032
 GD0032;                    North         East    Units  Estimated Accuracy
 GD0032;SPC KY1Z     - 1,064,500.    1,292,270.      MT  (+/- 180 meters Scaled)
 GD0032
 GD0032                          SUPERSEDED SURVEY CONTROL
 GD0032
 GD0032  NGVD 29 (??/??/??)  157.767  (m)          517.61   (f) ADJUSTED    1 2
 GD0032
 GD0032.Superseded values are not recommended for survey control.
 GD0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0032.See file dsdata.txt to determine how the superseded data were derived.
 GD0032
 GD0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF037833(NAD 83)
 GD0032_MARKER: Z = SEE DESCRIPTION
 GD0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0032_STAMPING: USRA NX C 21 S76 29W
 GD0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0032+STABILITY: SURFACE MOTION
 GD0032
 GD0032  HISTORY     - Date     Condition        Report By
 GD0032  HISTORY     - UNK      MONUMENTED       TVA
 GD0032  HISTORY     - 1946     GOOD             CGS
 GD0032  HISTORY     - 1972     GOOD             NGS
 GD0032
 GD0032                          STATION DESCRIPTION
 GD0032
 GD0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0032'15 MI SE FROM GRAND RIVERS.
 GD0032'ABOUT 4.45 MILES SOUTHEAST ALONG THE STAR LIME WORKS ROAD FROM
 GD0032'THE POST OFFICE AT GRAND RIVERS, THENCE ABOUT 10.5 MILES
 GD0032'SOUTHEAST ALONG THE DIVIDING RIDGE ROAD, ABOUT 0.65 MILE SOUTH
 GD0032'OF A ROAD LEADING EAST TO THE NATIONAL WILDLIFE REFUGE
 GD0032'HEADQUARTERS, AT THE BOTTOM OF A GRADE, 100 FEET NORTHWEST OF A
 GD0032'RAIL FENCE, 54 FEET EAST OF THE SOUTHEAST END OF A 3 FOOT
 GD0032'CONCRETE PIPE CULVERT, 23 FEET SOUTHEAST OF A TELEPHONE POLE, 46
 GD0032'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET ABOVE
 GD0032'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GD0032'INCHES.  NOTE-- TRAVEL HWY. 453 1.0 MI N OF LYON-TRIGG CO. LINE,
 GD0032'TURN RIGHT GO 0.5 MI. ON PAVED ROAD TURN RIGHT ON GRAVEL ROAD TO
 GD0032'0.7 MI. TO STATION 46 IN SE OF CENTERLINE OF SE END ON 36 IN
 GD0032'CONCRETE CULVERT, STEEL POST ADD SURVEY MARKER SIGN SET AT
 GD0032'MONUMENT.
 GD0032
 GD0032                          STATION RECOVERY (1972)
 GD0032
 GD0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2994 ***********************************************************************
 GA2994  DESIGNATION -  C 210
 GA2994  PID         -  GA2994
 GA2994  STATE/COUNTY-  KY/BELL
 GA2994  USGS QUAD   -  KAYJAY (1983)
 GA2994
 GA2994                         *CURRENT SURVEY CONTROL
 GA2994  ___________________________________________________________________
 GA2994* NAD 83(1986)-  36 40 57.     (N)    083 50 20.     (W)     SCALED    
 GA2994* NAVD 88     -       401.803  (meters)    1318.25   (feet)  ADJUSTED  
 GA2994  ___________________________________________________________________
 GA2994  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 GA2994  DYNAMIC HT  -         401.447 (meters)    1317.08  (feet)  COMP
 GA2994  MODELED GRAV-     979,736.3   (mgal)                       NAVD 88
 GA2994
 GA2994  VERT ORDER  -  SECOND    CLASS 0
 GA2994
 GA2994.The horizontal coordinates were scaled from a topographic map and have
 GA2994.an estimated accuracy of +/- 6 seconds.
 GA2994
 GA2994.The orthometric height was determined by differential leveling
 GA2994.and adjusted by the National Geodetic Survey in June 1991..
 GA2994
 GA2994.The geoid height was determined by GEOID03.
 GA2994
 GA2994.The dynamic height is computed by dividing the NAVD 88
 GA2994.geopotential number by the normal gravity value computed on the
 GA2994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2994.degrees latitude (g = 980.6199 gals.).
 GA2994
 GA2994.The modeled gravity was interpolated from observed gravity values.
 GA2994
 GA2994;                    North         East    Units  Estimated Accuracy
 GA2994;SPC KY1Z     - 1,040,500.    1,670,820.      MT  (+/- 180 meters Scaled)
 GA2994
 GA2994                          SUPERSEDED SURVEY CONTROL
 GA2994
 GA2994  NGVD 29 (??/??/92)  401.932  (m)         1318.67   (f) ADJ UNCH    2 0
 GA2994
 GA2994.Superseded values are not recommended for survey control.
 GA2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2994.See file dsdata.txt to determine how the superseded data were derived.
 GA2994
 GA2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA463634(NAD 83)
 GA2994_MARKER: DB = BENCH MARK DISK
 GA2994_SETTING: 66 = SET IN ROCK OUTCROP
 GA2994_SP_SET: ROCK OUTCROP
 GA2994_STAMPING: C 210 1951 1318.672
 GA2994_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2994+STABILITY: POSITION/ELEVATION WELL
 GA2994
 GA2994  HISTORY     - Date     Condition        Report By
 GA2994  HISTORY     - 1951     MONUMENTED       CGS
 GA2994  HISTORY     - 1957     GOOD             NGS
 GA2994
 GA2994                          STATION DESCRIPTION
 GA2994
 GA2994'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2994'1.4 MI NE FROM CHENOA.
 GA2994'1.45 MILES NORTHEAST ALONG STATE HIGHWAY 190 FROM THE SCHOOL AT
 GA2994'CHENOA, 148.5 FEET WEST AND ACROSS THE HIGHWAY FROM THE WEST
 GA2994'CORNER OF DAVISBURG BAPTIST CHURCH, 42 FEET NORTHWEST OF THE
 GA2994'CENTER LINE OF THE HIGHWAY, 55 FEET SOUTH OF THE SOUTH PORCH
 GA2994'CORNER OF A TWO-STORY FARM HOUSE, SET IN THE TOP OF A LARGE
 GA2994'OUTCROP OF ROCK COVERING A LARGE PART OF YARD, 22 FEET NORTHWEST
 GA2994'OF THE SOUTHEAST EDGE OF OUTCROP AND ABOUT 8 FEET ABOVE THE ROAD.
 GA2994
 GA2994                          STATION RECOVERY (1957)
 GA2994
 GA2994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3010 ***********************************************************************
 GA3010  DESIGNATION -  C 211
 GA3010  PID         -  GA3010
 GA3010  STATE/COUNTY-  KY/BELL
 GA3010  USGS QUAD   -  KAYJAY (1983)
 GA3010
 GA3010                         *CURRENT SURVEY CONTROL
 GA3010  ___________________________________________________________________
 GA3010* NAD 83(1986)-  36 38 17.     (N)    083 47 06.     (W)     SCALED    
 GA3010* NAVD 88     -       636.335  (meters)    2087.71   (feet)  ADJUSTED  
 GA3010  ___________________________________________________________________
 GA3010  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 GA3010  DYNAMIC HT  -         635.777 (meters)    2085.88  (feet)  COMP
 GA3010  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 GA3010
 GA3010  VERT ORDER  -  SECOND    CLASS 0
 GA3010
 GA3010.The horizontal coordinates were scaled from a topographic map and have
 GA3010.an estimated accuracy of +/- 6 seconds.
 GA3010
 GA3010.The orthometric height was determined by differential leveling
 GA3010.and adjusted by the National Geodetic Survey in June 1991..
 GA3010
 GA3010.The geoid height was determined by GEOID03.
 GA3010
 GA3010.The dynamic height is computed by dividing the NAVD 88
 GA3010.geopotential number by the normal gravity value computed on the
 GA3010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3010.degrees latitude (g = 980.6199 gals.).
 GA3010
 GA3010.The modeled gravity was interpolated from observed gravity values.
 GA3010
 GA3010;                    North         East    Units  Estimated Accuracy
 GA3010;SPC KY1Z     - 1,035,670.    1,675,740.      MT  (+/- 180 meters Scaled)
 GA3010
 GA3010                          SUPERSEDED SURVEY CONTROL
 GA3010
 GA3010  NGVD 29 (??/??/92)  636.472  (m)         2088.16   (f) ADJ UNCH    2 0
 GA3010
 GA3010.Superseded values are not recommended for survey control.
 GA3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3010.See file dsdata.txt to determine how the superseded data were derived.
 GA3010
 GA3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA510583(NAD 83)
 GA3010_MARKER: DD = SURVEY DISK
 GA3010_SETTING: 80 = SET IN A BOULDER
 GA3010_STAMPING: C 211 1951 2088.159
 GA3010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3010+STABILITY: SURFACE MOTION
 GA3010
 GA3010  HISTORY     - Date     Condition        Report By
 GA3010  HISTORY     - 1951     MONUMENTED       CGS
 GA3010  HISTORY     - 1957     GOOD             NGS
 GA3010
 GA3010                          STATION DESCRIPTION
 GA3010
 GA3010'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA3010'2.3 MI NW FROM MIDDLESBORO.
 GA3010'2.15 MILES NORTHWEST ALONG A GRAVEL ROAD FOLLOWING BEAN FORK
 GA3010'FROM THE JUNCTION OF STATE HIGHWAY 74 AT MIDDLESBORO, THENCE
 GA3010'ABOUT 0.15 MILE NORTH ALONG A TRAIL LEADING ACROSS A MOUNTAIN,
 GA3010'ABOUT 0.1 MILE SOUTH OF THE LAST AND HIGHEST HOUSE ALONG TRAIL,
 GA3010'AT THE CROSSING OF A TRAIL AND CREEK, 9 FEET WEST OF THE CENTER
 GA3010'OF TRAIL, 13 FEET WEST-NORTHWEST OF THE CENTER OF A POLE GATE,
 GA3010'18 FEET SOUTHWEST OF THE CENTER OF CROSSING OF TRAIL AND CREEK
 GA3010'BRANCH, SET IN THE TOP OF A PARTLY BURIED BOULDER AND ABOUT 3 1/2
 GA3010'FEET ABOVE THE TRAIL.
 GA3010
 GA3010                          STATION RECOVERY (1957)
 GA3010
 GA3010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA3010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1572 ***********************************************************************
 GZ1572  DESIGNATION -  C 212
 GZ1572  PID         -  GZ1572
 GZ1572  STATE/COUNTY-  KY/MARION
 GZ1572  USGS QUAD   -  BRADFORDSVILLE (1952)
 GZ1572
 GZ1572                         *CURRENT SURVEY CONTROL
 GZ1572  ___________________________________________________________________
 GZ1572* NAD 83(1986)-  37 29 24.     (N)    085 08 12.     (W)     SCALED    
 GZ1572* NAVD 88     -       205.828  (meters)     675.29   (feet)  ADJUSTED  
 GZ1572  ___________________________________________________________________
 GZ1572  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 GZ1572  DYNAMIC HT  -         205.667 (meters)     674.76  (feet)  COMP
 GZ1572  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 GZ1572
 GZ1572  VERT ORDER  -  SECOND    CLASS 0
 GZ1572
 GZ1572.The horizontal coordinates were scaled from a topographic map and have
 GZ1572.an estimated accuracy of +/- 6 seconds.
 GZ1572
 GZ1572.The orthometric height was determined by differential leveling
 GZ1572.and adjusted by the National Geodetic Survey in June 1991..
 GZ1572
 GZ1572.The geoid height was determined by GEOID03.
 GZ1572
 GZ1572.The dynamic height is computed by dividing the NAVD 88
 GZ1572.geopotential number by the normal gravity value computed on the
 GZ1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1572.degrees latitude (g = 980.6199 gals.).
 GZ1572
 GZ1572.The modeled gravity was interpolated from observed gravity values.
 GZ1572
 GZ1572;                    North         East    Units  Estimated Accuracy
 GZ1572;SPC KY1Z     - 1,128,550.    1,554,240.      MT  (+/- 180 meters Scaled)
 GZ1572
 GZ1572                          SUPERSEDED SURVEY CONTROL
 GZ1572
 GZ1572  NGVD 29 (??/??/92)  205.970  (m)          675.75   (f) ADJ UNCH    2 0
 GZ1572
 GZ1572.Superseded values are not recommended for survey control.
 GZ1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1572.See file dsdata.txt to determine how the superseded data were derived.
 GZ1572
 GZ1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG647508(NAD 83)
 GZ1572_MARKER: DB = BENCH MARK DISK
 GZ1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1572_STAMPING: C 212 1951 675.753
 GZ1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1572+STABILITY: SURFACE MOTION
 GZ1572
 GZ1572  HISTORY     - Date     Condition        Report By
 GZ1572  HISTORY     - 1951     MONUMENTED       CGS
 GZ1572  HISTORY     - 1958     GOOD             NGS
 GZ1572  HISTORY     - 1983     GOOD             KYDT
 GZ1572
 GZ1572                          STATION DESCRIPTION
 GZ1572
 GZ1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1572'0.9 MI SE FROM BRADFORDSVILLE.
 GZ1572'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 49 FROM THE SCHOOL
 GZ1572'AT BRADFORDSVILLE, ABOUT 0.25 MILE WEST OF A SMALL NORTH-SOUTH
 GZ1572'CROSSROAD AND A 12-FOOT CONCRETE CULVERT, ABOUT 85 YARDS WEST
 GZ1572'OF AN 18-INCH CORRUGATED PIPE CULVERT, ABOUT 40 YARDS EAST OF THE
 GZ1572'EAST END OF A CURVE WITH TANGENTS EXTENDING EAST AND SOUTHWEST,
 GZ1572'23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF
 GZ1572'THE NORTH BANK OF SOUTH ROLLING FORK, 2 FEET WEST OF A WHITE
 GZ1572'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY AND SET IN THE
 GZ1572'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1572
 GZ1572                          STATION RECOVERY (1958)
 GZ1572
 GZ1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1572'RECOVERED IN GOOD CONDITION.
 GZ1572
 GZ1572                          STATION RECOVERY (1983)
 GZ1572
 GZ1572'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1403 ***********************************************************************
 GZ1403  DESIGNATION -  C 213
 GZ1403  PID         -  GZ1403
 GZ1403  STATE/COUNTY-  KY/CASEY
 GZ1403  USGS QUAD   -  GRAVEL SWITCH (1953)
 GZ1403
 GZ1403                         *CURRENT SURVEY CONTROL
 GZ1403  ___________________________________________________________________
 GZ1403* NAD 83(1986)-  37 32 03.     (N)    085 01 10.     (W)     SCALED    
 GZ1403* NAVD 88     -       238.566  (meters)     782.70   (feet)  ADJUSTED  
 GZ1403  ___________________________________________________________________
 GZ1403  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 GZ1403  DYNAMIC HT  -         238.380 (meters)     782.09  (feet)  COMP
 GZ1403  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 GZ1403
 GZ1403  VERT ORDER  -  SECOND    CLASS 0
 GZ1403
 GZ1403.The horizontal coordinates were scaled from a topographic map and have
 GZ1403.an estimated accuracy of +/- 6 seconds.
 GZ1403
 GZ1403.The orthometric height was determined by differential leveling
 GZ1403.and adjusted by the National Geodetic Survey in June 1991..
 GZ1403
 GZ1403.The geoid height was determined by GEOID03.
 GZ1403
 GZ1403.The dynamic height is computed by dividing the NAVD 88
 GZ1403.geopotential number by the normal gravity value computed on the
 GZ1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1403.degrees latitude (g = 980.6199 gals.).
 GZ1403
 GZ1403.The modeled gravity was interpolated from observed gravity values.
 GZ1403
 GZ1403;                    North         East    Units  Estimated Accuracy
 GZ1403;SPC KY1Z     - 1,133,530.    1,564,570.      MT  (+/- 180 meters Scaled)
 GZ1403
 GZ1403                          SUPERSEDED SURVEY CONTROL
 GZ1403
 GZ1403  NGVD 29 (??/??/92)  238.708  (m)          783.16   (f) ADJ UNCH    2 0
 GZ1403
 GZ1403.Superseded values are not recommended for survey control.
 GZ1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1403.See file dsdata.txt to determine how the superseded data were derived.
 GZ1403
 GZ1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG749559(NAD 83)
 GZ1403_MARKER: DB = BENCH MARK DISK
 GZ1403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1403_SP_SET: CONCRETE BANISTER
 GZ1403_STAMPING: C 213 1951 783.161
 GZ1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1403
 GZ1403  HISTORY     - Date     Condition        Report By
 GZ1403  HISTORY     - 1951     MONUMENTED       CGS
 GZ1403  HISTORY     - 1958     GOOD             NGS
 GZ1403  HISTORY     - 1983     GOOD             KYDT
 GZ1403
 GZ1403                          STATION DESCRIPTION
 GZ1403
 GZ1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1403'4.3 MI SE FROM GRAVEL SWITCH.
 GZ1403'ABOUT 0.6 MILE SOUTH THENCE ABOUT 3.7 MILES SOUTHEAST ALONG
 GZ1403'STATE HIGHWAY 243 FROM THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ1403'STATION AT GRAVEL SWITCH, ABOUT 1.2 MILES SOUTH OF A BRIDGE
 GZ1403'OVER NORTH ROLLING FORK NEAR CONFLUENCE OF NORTH ROLLING FORK
 GZ1403'AND LITTLE SOUTH FORK AND THE BOYLE-CASEY COUNTY LINE, SET IN
 GZ1403'THE TOP OF THE NORTH END OF THE EAST GUARD RAIL OF A 20-FOOT
 GZ1403'SKEW CONCRETE BRIDGE OVER BUCKLICK CREEK, 13 FEET EAST OF THE
 GZ1403'CENTER LINE OF HIGHWAY, 0.5 FOOT NORTH OF THE NORTH END OF
 GZ1403'CONCRETE BANISTER AND ABOUT LEVEL WITH HIGHWAY.
 GZ1403
 GZ1403                          STATION RECOVERY (1958)
 GZ1403
 GZ1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1403'RECOVERED IN GOOD CONDITION.
 GZ1403
 GZ1403                          STATION RECOVERY (1983)
 GZ1403
 GZ1403'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0883 ***********************************************************************
 GZ0883  DESIGNATION -  C 214
 GZ0883  PID         -  GZ0883
 GZ0883  STATE/COUNTY-  KY/CASEY
 GZ0883  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0883
 GZ0883                         *CURRENT SURVEY CONTROL
 GZ0883  ___________________________________________________________________
 GZ0883* NAD 83(1986)-  37 25 14.     (N)    084 51 13.     (W)     SCALED    
 GZ0883* NAVD 88     -       271.387  (meters)     890.38   (feet)  ADJUSTED  
 GZ0883  ___________________________________________________________________
 GZ0883  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GZ0883  DYNAMIC HT  -         271.177 (meters)     889.69  (feet)  COMP
 GZ0883  MODELED GRAV-     979,848.7   (mgal)                       NAVD 88
 GZ0883
 GZ0883  VERT ORDER  -  SECOND    CLASS 0
 GZ0883
 GZ0883.The horizontal coordinates were scaled from a topographic map and have
 GZ0883.an estimated accuracy of +/- 6 seconds.
 GZ0883
 GZ0883.The orthometric height was determined by differential leveling
 GZ0883.and adjusted by the National Geodetic Survey in June 1991..
 GZ0883
 GZ0883.The geoid height was determined by GEOID03.
 GZ0883
 GZ0883.The dynamic height is computed by dividing the NAVD 88
 GZ0883.geopotential number by the normal gravity value computed on the
 GZ0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0883.degrees latitude (g = 980.6199 gals.).
 GZ0883
 GZ0883.The modeled gravity was interpolated from observed gravity values.
 GZ0883
 GZ0883;                    North         East    Units  Estimated Accuracy
 GZ0883;SPC KY1Z     - 1,121,040.    1,579,340.      MT  (+/- 180 meters Scaled)
 GZ0883
 GZ0883                          SUPERSEDED SURVEY CONTROL
 GZ0883
 GZ0883  NGVD 29 (??/??/92)  271.530  (m)          890.84   (f) ADJ UNCH    2 0
 GZ0883
 GZ0883.Superseded values are not recommended for survey control.
 GZ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0883.See file dsdata.txt to determine how the superseded data were derived.
 GZ0883
 GZ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG899436(NAD 83)
 GZ0883_MARKER: DB = BENCH MARK DISK
 GZ0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0883_SP_SET: CULVERT
 GZ0883_STAMPING: C 214 1951 890.845
 GZ0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0883
 GZ0883  HISTORY     - Date     Condition        Report By
 GZ0883  HISTORY     - 1951     MONUMENTED       CGS
 GZ0883  HISTORY     - 1958     GOOD             NGS
 GZ0883  HISTORY     - 1981     GOOD             KYDT
 GZ0883
 GZ0883                          STATION DESCRIPTION
 GZ0883
 GZ0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0883'0.4 MI NE FROM KIDDS STORE.
 GZ0883'ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 35 FROM THE POST
 GZ0883'OFFICE AND BLACK TOP ROAD JUNCTION AT KIDDS STORE, ABOUT 0.45
 GZ0883'MILE SOUTHWEST OF THE CASEY-LINCOLN COUNTY LINE, ABOUT 0.15
 GZ0883'MILE SOUTHWEST OF KIDDS STORE SCHOOL, ON THE OUTSIDE OF A CURVE
 GZ0883'WITH TANGENTS EXTENDING NORTHEAST AND SOUTH, SET IN THE TOP OF
 GZ0883'THE NORTH END OF THE WEST HEAD WALL OF A 4-FOOT CONCRETE CULVERT,
 GZ0883'13 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 GZ0883'WITH HIGHWAY.
 GZ0883
 GZ0883                          STATION RECOVERY (1958)
 GZ0883
 GZ0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0883'RECOVERED IN GOOD CONDITION.
 GZ0883
 GZ0883                          STATION RECOVERY (1981)
 GZ0883
 GZ0883'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2555 ***********************************************************************
 GZ2555  DESIGNATION -  C 215 RESET 1977
 GZ2555  PID         -  GZ2555
 GZ2555  STATE/COUNTY-  KY/TAYLOR
 GZ2555  USGS QUAD   -  BRADFORDSVILLE (1952)
 GZ2555
 GZ2555                         *CURRENT SURVEY CONTROL
 GZ2555  ___________________________________________________________________
 GZ2555* NAD 83(1986)-  37 25 32.     (N)    085 14 11.     (W)     SCALED    
 GZ2555* NAVD 88     -       322.94   (meters)    1059.5    (feet)  RESET     
 GZ2555  ___________________________________________________________________
 GZ2555  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GZ2555
 GZ2555  VERT ORDER  -  THIRD
 GZ2555
 GZ2555.The horizontal coordinates were scaled from a topographic map and have
 GZ2555.an estimated accuracy of +/- 6 seconds.
 GZ2555
 GZ2555.The orthometric height was computed from unverified reset data.
 GZ2555.No vertical observational check was made to the station.
 GZ2555
 GZ2555.The geoid height was determined by GEOID03.
 GZ2555
 GZ2555;                    North         East    Units  Estimated Accuracy
 GZ2555;SPC KY1Z     - 1,121,340.    1,545,460.      MT  (+/- 180 meters Scaled)
 GZ2555
 GZ2555                          SUPERSEDED SURVEY CONTROL
 GZ2555
 GZ2555  NGVD 29 (10/08/05)  323.06   (m)         1059.9    (f) RESET       3  
 GZ2555
 GZ2555.Superseded values are not recommended for survey control.
 GZ2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2555.See file dsdata.txt to determine how the superseded data were derived.
 GZ2555
 GZ2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG560435(NAD 83)
 GZ2555_MARKER: DB = BENCH MARK DISK
 GZ2555_SETTING: 0 = UNSPECIFIED SETTING
 GZ2555_STAMPING: C 215 RESET 1977
 GZ2555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2555
 GZ2555  HISTORY     - Date     Condition        Report By
 GZ2555  HISTORY     - 1977     MONUMENTED       NGS
 GZ2555
 GZ2555                          STATION DESCRIPTION
 GZ2555
 GZ2555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GZ2555'2.8 MI NE FROM SPURLINGTON.
 GZ2555'1.9 MILES NORTHEAST ALONG STATE ROAD 744 FROM THE L AND N RAILROAD
 GZ2555'CROSSING IN SPURLINGTON, THENCE NORTH 0.2 MILE ON PAVED ROAD, THENCE
 GZ2555'0.7 MILE EAST ON GRAVLED ROAD, 1.5 MILES WEST OF THE BARNEY SCHOOL
 GZ2555'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND 66 FEET NORTHEAST OF A
 GZ2555'24 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1035 ***********************************************************************
 GZ1035  DESIGNATION -  C 216
 GZ1035  PID         -  GZ1035
 GZ1035  STATE/COUNTY-  KY/PULASKI
 GZ1035  USGS QUAD   -  SCIENCE HILL (1961)
 GZ1035
 GZ1035                         *CURRENT SURVEY CONTROL
 GZ1035  ___________________________________________________________________
 GZ1035* NAD 83(1986)-  37 10 53.     (N)    084 40 10.     (W)     SCALED    
 GZ1035* NAVD 88     -       339.429  (meters)    1113.61   (feet)  POSTED    
 GZ1035  ___________________________________________________________________
 GZ1035  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GZ1035  DYNAMIC HT  -         339.160 (meters)    1112.73  (feet)  COMP
 GZ1035  MODELED GRAV-     979,832.7   (mgal)                       NAVD 88
 GZ1035
 GZ1035  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GZ1035
 GZ1035.The horizontal coordinates were scaled from a topographic map and have
 GZ1035.an estimated accuracy of +/- 6 seconds.
 GZ1035
 GZ1035.The orthometric height was determined by differential leveling
 GZ1035.and adjusted by the National Geodetic Survey in 1992..
 GZ1035.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GZ1035.rate of 2.1 thru 3.0 mm/km.
 GZ1035
 GZ1035.The geoid height was determined by GEOID03.
 GZ1035
 GZ1035.The dynamic height is computed by dividing the NAVD 88
 GZ1035.geopotential number by the normal gravity value computed on the
 GZ1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1035.degrees latitude (g = 980.6199 gals.).
 GZ1035
 GZ1035.The modeled gravity was interpolated from observed gravity values.
 GZ1035
 GZ1035;                    North         East    Units  Estimated Accuracy
 GZ1035;SPC KY1Z     - 1,094,680.    1,595,950.      MT  (+/- 180 meters Scaled)
 GZ1035
 GZ1035                          SUPERSEDED SURVEY CONTROL
 GZ1035
 GZ1035  NGVD 29 (??/??/92)  339.574  (m)         1114.09   (f) ADJ UNCH    2 0
 GZ1035
 GZ1035.Superseded values are not recommended for survey control.
 GZ1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1035.See file dsdata.txt to determine how the superseded data were derived.
 GZ1035
 GZ1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG068175(NAD 83)
 GZ1035_MARKER: DB = BENCH MARK DISK
 GZ1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1035_STAMPING: C 216 1951 1114.086
 GZ1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1035+STABILITY: SURFACE MOTION
 GZ1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1035+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 GZ1035
 GZ1035  HISTORY     - Date     Condition        Report By
 GZ1035  HISTORY     - 1951     MONUMENTED       CGS
 GZ1035  HISTORY     - 1958     GOOD             NGS
 GZ1035  HISTORY     - 20050509 GOOD             KYDT
 GZ1035
 GZ1035                          STATION DESCRIPTION
 GZ1035
 GZ1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1035'0.3 MI NW FROM MT ZION.
 GZ1035'ABOUT 0.3 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE METHODIST
 GZ1035'CHURCH AND CEMETERY AT MT. ZION, ABOUT 0.4 MILE SOUTHEAST OF
 GZ1035'MT. ZION CASH STORE, AT THE RESIDENCE OF MINNIE EASTMAN, 33 1/2
 GZ1035'FEET NORTHEAST OF THE CENTER LINE OF ROAD, 39 FEET SOUTH OF
 GZ1035'SOUTH CORNER OF HOUSE, 14 FEET NORTHEAST OF A FENCE CORNER, 1
 GZ1035'FOOT SOUTHEAST OF LAWN FENCE, 1 1/2 FEET SOUTHWEST OF A WHITE
 GZ1035'WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE ROAD AND SET IN
 GZ1035'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1035
 GZ1035                          STATION RECOVERY (1958)
 GZ1035
 GZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1035'RECOVERED IN GOOD CONDITION.
 GZ1035
 GZ1035                          STATION RECOVERY (2005)
 GZ1035
 GZ1035'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1035'MARK IS ABOUT 0.4 MILE SOUTHEAST ALONG KY 1676 FROM COMMUNITY OF
 GZ1035'MT.ZION, ABOUT 0.3 MILE NORTHWEST ALONG KY 1676 FROM THE METHODIST
 GZ1035'CHURCH AND CEMETARY, POST CHIPPED BUT MARK SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0971 ***********************************************************************
 GZ0971  DESIGNATION -  C 217
 GZ0971  PID         -  GZ0971
 GZ0971  STATE/COUNTY-  KY/CASEY
 GZ0971  USGS QUAD   -  PHIL (1953)
 GZ0971
 GZ0971                         *CURRENT SURVEY CONTROL
 GZ0971  ___________________________________________________________________
 GZ0971* NAD 83(1986)-  37 09 28.     (N)    084 56 27.     (W)     SCALED    
 GZ0971* NAVD 88     -       329.455  (meters)    1080.89   (feet)  ADJUSTED  
 GZ0971  ___________________________________________________________________
 GZ0971  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GZ0971  DYNAMIC HT  -         329.189 (meters)    1080.01  (feet)  COMP
 GZ0971  MODELED GRAV-     979,813.9   (mgal)                       NAVD 88
 GZ0971
 GZ0971  VERT ORDER  -  SECOND    CLASS 0
 GZ0971
 GZ0971.The horizontal coordinates were scaled from a topographic map and have
 GZ0971.an estimated accuracy of +/- 6 seconds.
 GZ0971
 GZ0971.The orthometric height was determined by differential leveling
 GZ0971.and adjusted by the National Geodetic Survey in June 1991..
 GZ0971
 GZ0971.The geoid height was determined by GEOID03.
 GZ0971
 GZ0971.The dynamic height is computed by dividing the NAVD 88
 GZ0971.geopotential number by the normal gravity value computed on the
 GZ0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0971.degrees latitude (g = 980.6199 gals.).
 GZ0971
 GZ0971.The modeled gravity was interpolated from observed gravity values.
 GZ0971
 GZ0971;                    North         East    Units  Estimated Accuracy
 GZ0971;SPC KY1Z     - 1,091,810.    1,571,870.      MT  (+/- 180 meters Scaled)
 GZ0971
 GZ0971                          SUPERSEDED SURVEY CONTROL
 GZ0971
 GZ0971  NGVD 29 (??/??/92)  329.588  (m)         1081.32   (f) ADJ UNCH    2 0
 GZ0971
 GZ0971.Superseded values are not recommended for survey control.
 GZ0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0971.See file dsdata.txt to determine how the superseded data were derived.
 GZ0971
 GZ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG828143(NAD 83)
 GZ0971_MARKER: DB = BENCH MARK DISK
 GZ0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0971_STAMPING: C 217 1951 1081.323
 GZ0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0971+STABILITY: SURFACE MOTION
 GZ0971
 GZ0971  HISTORY     - Date     Condition        Report By
 GZ0971  HISTORY     - 1951     MONUMENTED       CGS
 GZ0971  HISTORY     - 1958     POOR             NGS
 GZ0971  HISTORY     - 1984     GOOD             KYDT
 GZ0971
 GZ0971                          STATION DESCRIPTION
 GZ0971
 GZ0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0971'3.4 MI N FROM WINDSOR.
 GZ0971'ABOUT 0.45 MILES EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GZ0971'AT WINDSOR, THENCE ABOUT 2.9 MILES NORTHWEST ALONG A BLACK TOP
 GZ0971'ROAD, ABOUT 4.2 MILES SOUTH OF THE ROAD JUNCTION AND POST OFFICE
 GZ0971'AT PHIL, AT THE RESIDENCE OF CHESTER MEANS, 91 FEET NORTHWEST
 GZ0971'OF THE NORTHWEST CORNER OF HOUSE, 94 FEET SOUTH OF THE SOUTHWEST
 GZ0971'CORNER OF A BARN, 29 FEET EAST OF THE CENTER LINE OF ROAD, 27 FEET
 GZ0971'WEST OF A POWER POLE, 13 1/2 FEET SOUTH OF THE CENTER LINE OF A
 GZ0971'DRIVE TO BARN, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET SOUTH
 GZ0971'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND
 GZ0971'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0971
 GZ0971                          STATION RECOVERY (1958)
 GZ0971
 GZ0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0971'MARK RECOVERED IN POOR CONDITION.
 GZ0971
 GZ0971                          STATION RECOVERY (1984)
 GZ0971
 GZ0971'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1020 ***********************************************************************
 GZ1020  DESIGNATION -  C 219
 GZ1020  PID         -  GZ1020
 GZ1020  STATE/COUNTY-  KY/CASEY
 GZ1020  USGS QUAD   -  MINTONVILLE (1976)
 GZ1020
 GZ1020                         *CURRENT SURVEY CONTROL
 GZ1020  ___________________________________________________________________
 GZ1020* NAD 83(1986)-  37 12 40.     (N)    084 46 13.     (W)     SCALED    
 GZ1020* NAVD 88     -       358.594  (meters)    1176.49   (feet)  ADJUSTED  
 GZ1020  ___________________________________________________________________
 GZ1020  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GZ1020  DYNAMIC HT  -         358.298 (meters)    1175.52  (feet)  COMP
 GZ1020  MODELED GRAV-     979,795.7   (mgal)                       NAVD 88
 GZ1020
 GZ1020  VERT ORDER  -  SECOND    CLASS 0
 GZ1020
 GZ1020.The horizontal coordinates were scaled from a topographic map and have
 GZ1020.an estimated accuracy of +/- 6 seconds.
 GZ1020
 GZ1020.The orthometric height was determined by differential leveling
 GZ1020.and adjusted by the National Geodetic Survey in June 1991..
 GZ1020
 GZ1020.The geoid height was determined by GEOID03.
 GZ1020
 GZ1020.The dynamic height is computed by dividing the NAVD 88
 GZ1020.geopotential number by the normal gravity value computed on the
 GZ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1020.degrees latitude (g = 980.6199 gals.).
 GZ1020
 GZ1020.The modeled gravity was interpolated from observed gravity values.
 GZ1020
 GZ1020;                    North         East    Units  Estimated Accuracy
 GZ1020;SPC KY1Z     - 1,097,880.    1,586,960.      MT  (+/- 180 meters Scaled)
 GZ1020
 GZ1020                          SUPERSEDED SURVEY CONTROL
 GZ1020
 GZ1020  NGVD 29 (??/??/92)  358.722  (m)         1176.91   (f) ADJ UNCH    2 0
 GZ1020
 GZ1020.Superseded values are not recommended for survey control.
 GZ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1020.See file dsdata.txt to determine how the superseded data were derived.
 GZ1020
 GZ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG978206(NAD 83)
 GZ1020_MARKER: DB = BENCH MARK DISK
 GZ1020_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GZ1020_SP_SET: UNSPECIFIED ROCK
 GZ1020_STAMPING: C 219 1951 1176.907
 GZ1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1020
 GZ1020  HISTORY     - Date     Condition        Report By
 GZ1020  HISTORY     - 1951     MONUMENTED       CGS
 GZ1020  HISTORY     - 1958     GOOD             NGS
 GZ1020  HISTORY     - 1981     MARK NOT FOUND   KYDT
 GZ1020  HISTORY     - 20050503 MARK NOT FOUND   KYDT
 GZ1020
 GZ1020                          STATION DESCRIPTION
 GZ1020
 GZ1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ1020'3.2 MI E FROM ARGYLE.
 GZ1020'THE MARK IS REACHED FROM BETHEL RIDGE SCHOOL AND POST OFFICE BY
 GZ1020'GOING SOUTHWEST 3.0 MILES ALONG A DIRT ROAD, THENCE 1.5 MILES
 GZ1020'NORTHWEST AND WEST ALONG A NARROW GRAVEL ROAD, ABOUT 0.05 MILE
 GZ1020'EAST OF THE TOP OF A GRADE, THIS ROCK IS SHAPED LIKE A MITTEN,
 GZ1020'AND THE MARK IS IN THE THUMB PORTION AND IS LIKELY TO BE
 GZ1020'COVERED WITH DIRT.
 GZ1020
 GZ1020                          STATION RECOVERY (1981)
 GZ1020
 GZ1020'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1020'MARK NOT FOUND.
 GZ1020
 GZ1020                          STATION RECOVERY (2005)
 GZ1020
 GZ1020'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1767 ***********************************************************************
 GC1767  DESIGNATION -  C 22
 GC1767  PID         -  GC1767
 GC1767  STATE/COUNTY-  KY/TRIGG
 GC1767  USGS QUAD   -  CADIZ (1982)
 GC1767
 GC1767                         *CURRENT SURVEY CONTROL
 GC1767  ___________________________________________________________________
 GC1767* NAD 83(1986)-  36 51 44.     (N)    087 50 15.     (W)     SCALED    
 GC1767* NAVD 88     -       128.851  (meters)     422.74   (feet)  ADJUSTED  
 GC1767  ___________________________________________________________________
 GC1767  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC1767  DYNAMIC HT  -         128.751 (meters)     422.41  (feet)  COMP
 GC1767  MODELED GRAV-     979,851.6   (mgal)                       NAVD 88
 GC1767
 GC1767  VERT ORDER  -  FIRST     CLASS II
 GC1767
 GC1767.The horizontal coordinates were scaled from a topographic map and have
 GC1767.an estimated accuracy of +/- 6 seconds.
 GC1767
 GC1767.The orthometric height was determined by differential leveling
 GC1767.and adjusted by the National Geodetic Survey in June 1991..
 GC1767.WARNING-Repeat measurements at this control monument indicate possible
 GC1767.vertical movement.
 GC1767
 GC1767.The geoid height was determined by GEOID03.
 GC1767
 GC1767.The dynamic height is computed by dividing the NAVD 88
 GC1767.geopotential number by the normal gravity value computed on the
 GC1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1767.degrees latitude (g = 980.6199 gals.).
 GC1767
 GC1767.The modeled gravity was interpolated from observed gravity values.
 GC1767
 GC1767;                    North         East    Units  Estimated Accuracy
 GC1767;SPC KY1Z     - 1,060,780.    1,313,860.      MT  (+/- 180 meters Scaled)
 GC1767
 GC1767                          SUPERSEDED SURVEY CONTROL
 GC1767
 GC1767  NGVD 29 (??/??/92)  128.923  (m)          422.97   (f) ADJ UNCH    1 2
 GC1767
 GC1767.Superseded values are not recommended for survey control.
 GC1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1767.See file dsdata.txt to determine how the superseded data were derived.
 GC1767
 GC1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF253799(NAD 83)
 GC1767_MARKER: DB = BENCH MARK DISK
 GC1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1767_STAMPING: C 22 1934
 GC1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1767+STABILITY: SURFACE MOTION
 GC1767
 GC1767  HISTORY     - Date     Condition        Report By
 GC1767  HISTORY     - 1934     MONUMENTED       CGS
 GC1767  HISTORY     - 1948     GOOD             NGS
 GC1767  HISTORY     - 1967     GOOD             NGS
 GC1767
 GC1767                          STATION DESCRIPTION
 GC1767
 GC1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1767'IN CADIZ.
 GC1767'IN CADIZ, ON THE LAWN OF TRIGG COUNTY COURT HOUSE, 23 FEET SOUTH
 GC1767'OF THE WEST CORNER OF THE COURT HOUSE BUILDING, 18 FEET SOUTHWEST
 GC1767'OF THE SOUTHWEST SIDE OF THE BUILDING, 29 FEET NORTHEAST OF THE
 GC1767'CENTER OF A STREET, 1 FOOT NORTHEAST OF THE NORTHEAST EDGE OF A
 GC1767'SIDEWALK, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE STREET AND IN
 GC1767'THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 GC1767
 GC1767                          STATION RECOVERY (1967)
 GC1767
 GC1767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC1767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0033 ***********************************************************************
 GD0033  DESIGNATION -  C 22 TVA
 GD0033  PID         -  GD0033
 GD0033  STATE/COUNTY-  KY/LYON
 GD0033  USGS QUAD   -  MONT (1986)
 GD0033
 GD0033                         *CURRENT SURVEY CONTROL
 GD0033  ___________________________________________________________________
 GD0033* NAD 83(1986)-  36 53 26.     (N)    088 04 55.     (W)     SCALED    
 GD0033* NAVD 88     -       166.697  (meters)     546.91   (feet)  ADJUSTED  
 GD0033  ___________________________________________________________________
 GD0033  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GD0033  DYNAMIC HT  -         166.569 (meters)     546.49  (feet)  COMP
 GD0033  MODELED GRAV-     979,856.8   (mgal)                       NAVD 88
 GD0033
 GD0033  VERT ORDER  -  FIRST     CLASS II
 GD0033
 GD0033.The horizontal coordinates were scaled from a topographic map and have
 GD0033.an estimated accuracy of +/- 6 seconds.
 GD0033
 GD0033.The orthometric height was determined by differential leveling
 GD0033.and adjusted by the National Geodetic Survey in June 1991..
 GD0033
 GD0033.The geoid height was determined by GEOID03.
 GD0033
 GD0033.The dynamic height is computed by dividing the NAVD 88
 GD0033.geopotential number by the normal gravity value computed on the
 GD0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0033.degrees latitude (g = 980.6199 gals.).
 GD0033
 GD0033.The modeled gravity was interpolated from observed gravity values.
 GD0033
 GD0033;                    North         East    Units  Estimated Accuracy
 GD0033;SPC KY1Z     - 1,064,440.    1,292,140.      MT  (+/- 180 meters Scaled)
 GD0033
 GD0033                          SUPERSEDED SURVEY CONTROL
 GD0033
 GD0033  NGVD 29 (??/??/??)  166.766  (m)          547.13   (f) ADJUSTED    1 2
 GD0033
 GD0033.Superseded values are not recommended for survey control.
 GD0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0033.See file dsdata.txt to determine how the superseded data were derived.
 GD0033
 GD0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF035832(NAD 83)
 GD0033_MARKER: Z = SEE DESCRIPTION
 GD0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0033_STAMPING: C 22 N76 29E
 GD0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0033+STABILITY: SURFACE MOTION
 GD0033
 GD0033  HISTORY     - Date     Condition        Report By
 GD0033  HISTORY     - UNK      MONUMENTED       TVA
 GD0033  HISTORY     - 1946     GOOD             CGS
 GD0033
 GD0033                          STATION DESCRIPTION
 GD0033
 GD0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0033'15 MI SE FROM GRAND RIVERS.
 GD0033'ABOUT 4.45 MILES SOUTHEAST ALONG THE STAR LIME WORKS ROAD FROM
 GD0033'THE POST OFFICE AT GRAND RIVERS, THENCE ABOUT 10.6 MILES
 GD0033'SOUTHEAST ALONG THE DIVIDING RIDGE ROAD, ABOUT 0.75 MILE SOUTH
 GD0033'OF A ROAD LEADING EAST TO THE WILDLIFE REFUGE HEADQUARTERS, AT
 GD0033'THE TOP OF A GRADE, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GD0033'ROAD, 13 FEET WEST OF A BLAZED 10 INCH OAK TREE, ABOUT 2 FEET
 GD0033'ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0033'4 INCHES.  MARK MAY BE REACHED FROM THE POST OFFICE AT GOLDEN
 GD0033'POND, TRIGG COUNTY BY GOING ABOUT 2.6 MILES WEST ALONG U.S.
 GD0033'HIGHWAY 68 THENCE ABOUT 12.2 MILES NORTH ALONG THE DIVIDING
 GD0033'RIDGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1135 ***********************************************************************
 GZ1135  DESIGNATION -  C 220
 GZ1135  PID         -  GZ1135
 GZ1135  STATE/COUNTY-  KY/PULASKI
 GZ1135  USGS QUAD   -  FAUBUSH (1976)
 GZ1135
 GZ1135                         *CURRENT SURVEY CONTROL
 GZ1135  ___________________________________________________________________
 GZ1135* NAD 83(1986)-  37 04 53.     (N)    084 51 58.     (W)     SCALED    
 GZ1135* NAVD 88     -       332.324  (meters)    1090.30   (feet)  ADJUSTED  
 GZ1135  ___________________________________________________________________
 GZ1135  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GZ1135  DYNAMIC HT  -         332.051 (meters)    1089.40  (feet)  COMP
 GZ1135  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 GZ1135
 GZ1135  VERT ORDER  -  SECOND    CLASS 0
 GZ1135
 GZ1135.The horizontal coordinates were scaled from a topographic map and have
 GZ1135.an estimated accuracy of +/- 6 seconds.
 GZ1135
 GZ1135.The orthometric height was determined by differential leveling
 GZ1135.and adjusted by the National Geodetic Survey in June 1991..
 GZ1135
 GZ1135.The geoid height was determined by GEOID03.
 GZ1135
 GZ1135.The dynamic height is computed by dividing the NAVD 88
 GZ1135.geopotential number by the normal gravity value computed on the
 GZ1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1135.degrees latitude (g = 980.6199 gals.).
 GZ1135
 GZ1135.The modeled gravity was interpolated from observed gravity values.
 GZ1135
 GZ1135;                    North         East    Units  Estimated Accuracy
 GZ1135;SPC KY1Z     - 1,083,400.    1,578,590.      MT  (+/- 180 meters Scaled)
 GZ1135
 GZ1135                          SUPERSEDED SURVEY CONTROL
 GZ1135
 GZ1135  NGVD 29 (??/??/92)  332.455  (m)         1090.73   (f) ADJ UNCH    2 0
 GZ1135
 GZ1135.Superseded values are not recommended for survey control.
 GZ1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1135.See file dsdata.txt to determine how the superseded data were derived.
 GZ1135
 GZ1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG896060(NAD 83)
 GZ1135_MARKER: DB = BENCH MARK DISK
 GZ1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1135_STAMPING: C 220 1951 1090.729
 GZ1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1135+STABILITY: SURFACE MOTION
 GZ1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1135+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 GZ1135
 GZ1135  HISTORY     - Date     Condition        Report By
 GZ1135  HISTORY     - 1951     MONUMENTED       CGS
 GZ1135  HISTORY     - 1958     GOOD             NGS
 GZ1135  HISTORY     - 1984     GOOD             KYDT
 GZ1135  HISTORY     - 20050502 GOOD             KYDT
 GZ1135
 GZ1135                          STATION DESCRIPTION
 GZ1135
 GZ1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1135'1 MI S FROM INGLE.
 GZ1135'ABOUT 0.95 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1135'AT INGLE, ABOUT 0.4 MILE SOUTH OF PLEASANT POINT BAPTIST CHURCH,
 GZ1135'ABOUT 0.2 MILE NORTH OF A SCHOOL AND ROAD EAST, 28 FEET EAST
 GZ1135'OF THE CENTER LINE OF ROAD, 90 FEET NORTHWEST OF THE NORTHWEST
 GZ1135'CORNER OF RESIDENCE OF W.L. COMBEST, 21 FEET NORTHEAST OF THE
 GZ1135'NORTH END OF A 14-INCH PIPE CULVERT UNDER DRIVE, 26 FEET NORTH
 GZ1135'OF THE CENTER LINE OF DRIVE, 16 FEET NORTH OF A FENCE CORNER,
 GZ1135'1 1/2 FEET WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 GZ1135'WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP
 GZ1135'OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1135
 GZ1135                          STATION RECOVERY (1958)
 GZ1135
 GZ1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1135'RECOVERED IN GOOD CONDITION.
 GZ1135
 GZ1135                          STATION RECOVERY (1984)
 GZ1135
 GZ1135'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1135'RECOVERED IN GOOD CONDITION.
 GZ1135
 GZ1135                          STATION RECOVERY (2005)
 GZ1135
 GZ1135'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1135'FENCE NO LONGER AT LOCATION, MARK IS 1 FOOT NORTHWEST OF A WITNESS
 GZ1135'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0199 ***********************************************************************
 GB0199  DESIGNATION -  C 221
 GB0199  PID         -  GB0199
 GB0199  STATE/COUNTY-  KY/WHITLEY
 GB0199  USGS QUAD   -  SAXTON (1982)
 GB0199
 GB0199                         *CURRENT SURVEY CONTROL
 GB0199  ___________________________________________________________________
 GB0199* NAD 83(1986)-  36 39 54.     (N)    084 02 39.     (W)     SCALED    
 GB0199* NAVD 88     -       302.934  (meters)     993.88   (feet)  ADJUSTED  
 GB0199  ___________________________________________________________________
 GB0199  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GB0199  DYNAMIC HT  -         302.675 (meters)     993.03  (feet)  COMP
 GB0199  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 GB0199
 GB0199  VERT ORDER  -  SECOND    CLASS 0
 GB0199
 GB0199.The horizontal coordinates were scaled from a topographic map and have
 GB0199.an estimated accuracy of +/- 6 seconds.
 GB0199
 GB0199.The orthometric height was determined by differential leveling
 GB0199.and adjusted by the National Geodetic Survey in June 1991..
 GB0199
 GB0199.The geoid height was determined by GEOID03.
 GB0199
 GB0199.The dynamic height is computed by dividing the NAVD 88
 GB0199.geopotential number by the normal gravity value computed on the
 GB0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0199.degrees latitude (g = 980.6199 gals.).
 GB0199
 GB0199.The modeled gravity was interpolated from observed gravity values.
 GB0199
 GB0199;                    North         East    Units  Estimated Accuracy
 GB0199;SPC KY1Z     - 1,038,210.    1,652,510.      MT  (+/- 180 meters Scaled)
 GB0199
 GB0199                          SUPERSEDED SURVEY CONTROL
 GB0199
 GB0199  NGVD 29 (??/??/92)  303.080  (m)          994.36   (f) ADJ UNCH    2 0
 GB0199
 GB0199.Superseded values are not recommended for survey control.
 GB0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0199.See file dsdata.txt to determine how the superseded data were derived.
 GB0199
 GB0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF641617(NAD 83)
 GB0199_MARKER: DB = BENCH MARK DISK
 GB0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0199_STAMPING: C 221 1951 994.355
 GB0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0199+STABILITY: SURFACE MOTION
 GB0199
 GB0199  HISTORY     - Date     Condition        Report By
 GB0199  HISTORY     - 1951     MONUMENTED       CGS
 GB0199  HISTORY     - 1957     GOOD             NGS
 GB0199
 GB0199                          STATION DESCRIPTION
 GB0199
 GB0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0199'AT PACKARD.
 GB0199'AT PACKARD, AT THE ROAD JUNCTION, 17 FEET EAST OF THE CENTER
 GB0199'LINE OF NORTH-SOUTH ROAD, ABOUT IN LINE WITH THE EXTENDED CENTER
 GB0199'LINE OF ROAD WEST, 59 FEET NORTH OF THE NORTHEAST CORNER OF A
 GB0199'35-FOOT WOODEN BRIDGE OVER A CREEK, 55 FEET NORTHEAST AND ACROSS
 GB0199'ROAD FROM AN OLD STORE BUILDING, 15 FEET SOUTH OF THE CENTER OF
 GB0199'A BOARD GATE, 5 FEET SOUTHEAST OF A 10-INCH PERSIMMON TREE, 2
 GB0199'FEET WEST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 GB0199'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 GB0199'POST PROJECTING 4 INCHES.
 GB0199
 GB0199                          STATION RECOVERY (1957)
 GB0199
 GB0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0545 ***********************************************************************
 GD0545  DESIGNATION -  C 22.1 12 BOLT
 GD0545  PID         -  GD0545
 GD0545  STATE/COUNTY-  KY/FULTON
 GD0545  USGS QUAD   -  HUBBARD LAKE (1982)
 GD0545
 GD0545                         *CURRENT SURVEY CONTROL
 GD0545  ___________________________________________________________________
 GD0545* NAD 83(1986)-  36 33 43.     (N)    089 22 43.     (W)     SCALED    
 GD0545* NAVD 88     -        89.157  (meters)     292.51   (feet)  POSTED    
 GD0545  ___________________________________________________________________
 GD0545  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0545  DYNAMIC HT  -          89.090 (meters)     292.29  (feet)  COMP
 GD0545  MODELED GRAV-     979,845.6   (mgal)                       NAVD 88
 GD0545
 GD0545  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0545
 GD0545.The horizontal coordinates were scaled from a topographic map and have
 GD0545.an estimated accuracy of +/- 6 seconds.
 GD0545
 GD0545.The orthometric height was determined by differential leveling
 GD0545.and adjusted by the National Geodetic Survey in 1992..
 GD0545.No vertical observational check was made to the station.
 GD0545.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0545.was located on a no-check spur therefore a value was not computed.
 GD0545
 GD0545.The geoid height was determined by GEOID03.
 GD0545
 GD0545.The dynamic height is computed by dividing the NAVD 88
 GD0545.geopotential number by the normal gravity value computed on the
 GD0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0545.degrees latitude (g = 980.6199 gals.).
 GD0545
 GD0545.The modeled gravity was interpolated from observed gravity values.
 GD0545
 GD0545;                    North         East    Units  Estimated Accuracy
 GD0545;SPC KY1Z     - 1,031,690.    1,175,200.      MT  (+/- 180 meters Scaled)
 GD0545
 GD0545                          SUPERSEDED SURVEY CONTROL
 GD0545
 GD0545  NGVD 29 (??/??/??)   89.087  (m)          292.28   (f) ADJUSTED    1 2
 GD0545
 GD0545.Superseded values are not recommended for survey control.
 GD0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0545.See file dsdata.txt to determine how the superseded data were derived.
 GD0545
 GD0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF871489(NAD 83)
 GD0545_MARKER: B = BOLT
 GD0545_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0545_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0545_STAMPING: C-22.1-12
 GD0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0545
 GD0545  HISTORY     - Date     Condition        Report By
 GD0545  HISTORY     - UNK      MONUMENTED       DOD
 GD0545  HISTORY     - 1957     GOOD             CGS
 GD0545
 GD0545                          STATION DESCRIPTION
 GD0545
 GD0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0545'5.6 MI NW FROM MILLER.
 GD0545'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 94 FROM THE CROSSING
 GD0545'OF THE ILLINOIS CENTRAL RAILROAD AT MILLER, THENCE ABOUT 2.4
 GD0545'MILES WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.9 MILE NORTH
 GD0545'ALONG A GRAVEL ROAD, THENCE ABOUT 0.3 MILE WEST ALONG A GRAVEL
 GD0545'ROAD, THENCE ABOUT 1.0 MILE NORTH ALONG A GRAVEL ROAD PARALLEL TO
 GD0545'LEVEE, 588 FEET NORTH OF BM REF 12/13 (U.S.E.), IN THE NORTHWEST
 GD0545'CORNER OF A CULTIVATED FIELD, 49 FEET EAST OF CENTER LINE OF
 GD0545'ROAD, 2 FEET SOUTH OF A FENCE LINE, 38 FEET EAST-NORTHEAST OF
 GD0545'CENTER OF A WOODEN GATE, AND IS A BOLT PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0544 ***********************************************************************
 GD0544  DESIGNATION -  C 22.1 12 CAP
 GD0544  PID         -  GD0544
 GD0544  STATE/COUNTY-  KY/FULTON
 GD0544  USGS QUAD   -  HUBBARD LAKE (1982)
 GD0544
 GD0544                         *CURRENT SURVEY CONTROL
 GD0544  ___________________________________________________________________
 GD0544* NAD 83(1986)-  36 33 43.     (N)    089 22 43.     (W)     SCALED    
 GD0544* NAVD 88     -        90.357  (meters)     296.45   (feet)  POSTED    
 GD0544  ___________________________________________________________________
 GD0544  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0544  DYNAMIC HT  -          90.290 (meters)     296.23  (feet)  COMP
 GD0544  MODELED GRAV-     979,845.6   (mgal)                       NAVD 88
 GD0544
 GD0544  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0544
 GD0544.The horizontal coordinates were scaled from a topographic map and have
 GD0544.an estimated accuracy of +/- 6 seconds.
 GD0544
 GD0544.The orthometric height was determined by differential leveling
 GD0544.and adjusted by the National Geodetic Survey in 1992..
 GD0544.No vertical observational check was made to the station.
 GD0544.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0544.was located on a no-check spur therefore a value was not computed.
 GD0544
 GD0544.The geoid height was determined by GEOID03.
 GD0544
 GD0544.The dynamic height is computed by dividing the NAVD 88
 GD0544.geopotential number by the normal gravity value computed on the
 GD0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0544.degrees latitude (g = 980.6199 gals.).
 GD0544
 GD0544.The modeled gravity was interpolated from observed gravity values.
 GD0544
 GD0544;                    North         East    Units  Estimated Accuracy
 GD0544;SPC KY1Z     - 1,031,690.    1,175,200.      MT  (+/- 180 meters Scaled)
 GD0544
 GD0544                          SUPERSEDED SURVEY CONTROL
 GD0544
 GD0544  NGVD 29 (??/??/??)   90.280  (m)          296.19   (f) ADJUSTED    1 2
 GD0544
 GD0544.Superseded values are not recommended for survey control.
 GD0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0544.See file dsdata.txt to determine how the superseded data were derived.
 GD0544
 GD0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF871489(NAD 83)
 GD0544_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0544_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0544_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0544_STAMPING: C-22.1-12
 GD0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0544
 GD0544  HISTORY     - Date     Condition        Report By
 GD0544  HISTORY     - UNK      MONUMENTED       DOD
 GD0544  HISTORY     - 1957     GOOD             CGS
 GD0544  HISTORY     - 20020810 MARK NOT FOUND   USACE
 GD0544
 GD0544                          STATION DESCRIPTION
 GD0544
 GD0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0544'5.6 MI NW FROM MILLER.
 GD0544'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 94 FROM THE CROSSING OF
 GD0544'THE ILLINOIS CENTRAL RAILROAD AT MILLER, THENCE ABOUT 2.4 MILES
 GD0544'WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.9 MILE NORTH ALONG A
 GD0544'GRAVEL ROAD, THENCE ABOUT 0.3 MILE WEST ALONG A GRAVEL ROAD,
 GD0544'THENCE ABOUT 1.0 MILE NORTH ALONG A GRAVEL ROAD PARALLEL TO
 GD0544'LEVEE, 588 FEET NORTH OF BM REF 12/13 (U.S.E.), IN THE NORTHWEST
 GD0544'CORNER OF A CULTIVATED FIELD, 49 FEET EAST OF CENTER LINE OF
 GD0544'ROAD, 2 FEET SOUTH OF A FENCE LINE, 38 FEET EAST-NORTHEAST OF
 GD0544'CENTER OF A WOODEN GATE, A U.S.E. PIPE AND CAP PROJECTING 12
 GD0544'INCHES.
 GD0544
 GD0544                          STATION RECOVERY (2002)
 GD0544
 GD0544'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0551 ***********************************************************************
 GD0551  DESIGNATION -  C 22.1 13 BOLT
 GD0551  PID         -  GD0551
 GD0551  STATE/COUNTY-  KY/FULTON
 GD0551  USGS QUAD   -  HUBBARD LAKE (1982)
 GD0551
 GD0551                         *CURRENT SURVEY CONTROL
 GD0551  ___________________________________________________________________
 GD0551* NAD 83(1986)-  36 32 54.     (N)    089 23 02.     (W)     SCALED    
 GD0551* NAVD 88     -        87.857  (meters)     288.24   (feet)  POSTED    
 GD0551  ___________________________________________________________________
 GD0551  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD0551  DYNAMIC HT  -          87.790 (meters)     288.02  (feet)  COMP
 GD0551  MODELED GRAV-     979,844.3   (mgal)                       NAVD 88
 GD0551
 GD0551  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0551
 GD0551.The horizontal coordinates were scaled from a topographic map and have
 GD0551.an estimated accuracy of +/- 6 seconds.
 GD0551
 GD0551.The orthometric height was determined by differential leveling
 GD0551.and adjusted by the National Geodetic Survey in 1992..
 GD0551.No vertical observational check was made to the station.
 GD0551.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0551.was located on a no-check spur therefore a value was not computed.
 GD0551
 GD0551.The geoid height was determined by GEOID03.
 GD0551
 GD0551.The dynamic height is computed by dividing the NAVD 88
 GD0551.geopotential number by the normal gravity value computed on the
 GD0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0551.degrees latitude (g = 980.6199 gals.).
 GD0551
 GD0551.The modeled gravity was interpolated from observed gravity values.
 GD0551
 GD0551;                    North         East    Units  Estimated Accuracy
 GD0551;SPC KY1Z     - 1,030,200.    1,174,670.      MT  (+/- 180 meters Scaled)
 GD0551
 GD0551                          SUPERSEDED SURVEY CONTROL
 GD0551
 GD0551  NGVD 29 (??/??/??)   87.786  (m)          288.01   (f) ADJUSTED    1 2
 GD0551
 GD0551.Superseded values are not recommended for survey control.
 GD0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0551.See file dsdata.txt to determine how the superseded data were derived.
 GD0551
 GD0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF866474(NAD 83)
 GD0551_MARKER: B = BOLT
 GD0551_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0551_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0551
 GD0551  HISTORY     - Date     Condition        Report By
 GD0551  HISTORY     - UNK      MONUMENTED       DOD
 GD0551  HISTORY     - 1957     GOOD             CGS
 GD0551  HISTORY     - 1976     GOOD             NGS
 GD0551
 GD0551                          STATION DESCRIPTION
 GD0551
 GD0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0551'4.6 MI NW FROM MILLER.
 GD0551'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 94 FROM THE CROSSING OF
 GD0551'THE ILLINOIS CENTRAL RAILROAD AT MILLER, THENCE ABOUT 2.4 MILES
 GD0551'WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.9 MILE NORTH ALONG A
 GD0551'GRAVEL ROAD, THENCE ABOUT 0.3 MILE WEST ALONG A GRAVEL ROAD, NEAR
 GD0551'THE T JUNCTION OF A NORTH-SOUTH ROAD PARALLEL TO LEVEE AND ROAD
 GD0551'EAST, 22 FEET NORTH OF CENTER LINE OF ROAD EAST, 23 FEET
 GD0551'SOUTHEAST OF SOUTHWEST CORNER OF A HOUSE, 58 FEET EAST OF A
 GD0551'POWER POLE, 35 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GD0551'TRIANGLE FORMED BY JUNCTION OF ROADS AND IS A BOLT WHICH PROJECTS
 GD0551'8 INCHES.  NOTE-- THE CAP IS BATTERED AND THE STAMPING IS NOT
 GD0551'LEGIBLE.
 GD0551
 GD0551                          STATION RECOVERY (1976)
 GD0551
 GD0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0552 ***********************************************************************
 GD0552  DESIGNATION -  C 22.1 13 CAP
 GD0552  PID         -  GD0552
 GD0552  STATE/COUNTY-  KY/FULTON
 GD0552  USGS QUAD   -  HUBBARD LAKE (1982)
 GD0552
 GD0552                         *CURRENT SURVEY CONTROL
 GD0552  ___________________________________________________________________
 GD0552* NAD 83(1986)-  36 32 54.     (N)    089 23 02.     (W)     SCALED    
 GD0552* NAVD 88     -        89.053  (meters)     292.17   (feet)  POSTED    
 GD0552  ___________________________________________________________________
 GD0552  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD0552  DYNAMIC HT  -          88.980 (meters)     291.93  (feet)  COMP
 GD0552  MODELED GRAV-     979,844.3   (mgal)                       NAVD 88
 GD0552
 GD0552  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GD0552
 GD0552.The horizontal coordinates were scaled from a topographic map and have
 GD0552.an estimated accuracy of +/- 6 seconds.
 GD0552
 GD0552.The orthometric height was determined by differential leveling
 GD0552.and adjusted by the National Geodetic Survey in 1992..
 GD0552.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GD0552.rate greater than 8.0 mm/km.
 GD0552
 GD0552.The geoid height was determined by GEOID03.
 GD0552
 GD0552.The dynamic height is computed by dividing the NAVD 88
 GD0552.geopotential number by the normal gravity value computed on the
 GD0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0552.degrees latitude (g = 980.6199 gals.).
 GD0552
 GD0552.The modeled gravity was interpolated from observed gravity values.
 GD0552
 GD0552;                    North         East    Units  Estimated Accuracy
 GD0552;SPC KY1Z     - 1,030,200.    1,174,670.      MT  (+/- 180 meters Scaled)
 GD0552
 GD0552                          SUPERSEDED SURVEY CONTROL
 GD0552
 GD0552  NGVD 29 (??/??/??)   88.978  (m)          291.92   (f) ADJUSTED    1 1
 GD0552
 GD0552.Superseded values are not recommended for survey control.
 GD0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0552.See file dsdata.txt to determine how the superseded data were derived.
 GD0552
 GD0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF866474(NAD 83)
 GD0552_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0552_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0552_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0552
 GD0552  HISTORY     - Date     Condition        Report By
 GD0552  HISTORY     - UNK      MONUMENTED       DOD
 GD0552  HISTORY     - 1957     GOOD             CGS
 GD0552  HISTORY     - 1976     GOOD             NGS
 GD0552  HISTORY     - 20020810 MARK NOT FOUND   USACE
 GD0552
 GD0552                          STATION DESCRIPTION
 GD0552
 GD0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0552'4.6 MI NW FROM MILLER.
 GD0552'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 94 FROM THE CROSSING OF
 GD0552'THE ILLINOIS CENTRAL RAILROAD AT MILLER, THENCE ABOUT 2.4 MILES
 GD0552'WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.9 MILE NORTH ALONG A
 GD0552'GRAVEL ROAD, THENCE ABOUT 0.3 MILE WEST ALONG A GRAVEL ROAD, NEAR
 GD0552'THE T JUNCTION OF A NORTH-SOUTH ROAD PARALLEL TO LEVEE AND ROAD
 GD0552'EAST, 22 FEET NORTH OF CENTER LINE OF ROAD EAST, 23 FEET
 GD0552'SOUTHEAST OF SOUTHWEST CORNER OF A HOUSE, 58 FEET EAST OF A
 GD0552'POWER POLE, 35 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GD0552'TRIANGLE FORMED BY JUNCTION OF ROADS AND IS A U.S.E. PIPE AND
 GD0552'CAP WHICH PROJECTS 8 INCHES.  NOTE-- THE CAP IS BATTERED AND THE
 GD0552'STAMPING IS NOT LEGIBLE.
 GD0552
 GD0552                          STATION RECOVERY (1976)
 GD0552
 GD0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD0552'RECOVERED IN GOOD CONDITION.
 GD0552
 GD0552                          STATION RECOVERY (2002)
 GD0552
 GD0552'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0552'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0530 ***********************************************************************
 GD0530  DESIGNATION -  C 22.1 3 BOLT
 GD0530  PID         -  GD0530
 GD0530  STATE/COUNTY-  KY/FULTON
 GD0530  USGS QUAD   -  BONDURANT (1982)
 GD0530
 GD0530                         *CURRENT SURVEY CONTROL
 GD0530  ___________________________________________________________________
 GD0530* NAD 83(1986)-  36 33 27.     (N)    089 15 10.     (W)     SCALED    
 GD0530* NAVD 88     -        89.924  (meters)     295.03   (feet)  POSTED    
 GD0530  ___________________________________________________________________
 GD0530  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0530  DYNAMIC HT  -          89.850 (meters)     294.78  (feet)  COMP
 GD0530  MODELED GRAV-     979,843.3   (mgal)                       NAVD 88
 GD0530
 GD0530  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0530
 GD0530.The horizontal coordinates were scaled from a topographic map and have
 GD0530.an estimated accuracy of +/- 6 seconds.
 GD0530
 GD0530.The orthometric height was determined by differential leveling
 GD0530.and adjusted by the National Geodetic Survey in 1992..
 GD0530.No vertical observational check was made to the station.
 GD0530.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0530.was located on a no-check spur therefore a value was not computed.
 GD0530
 GD0530.The geoid height was determined by GEOID03.
 GD0530
 GD0530.The dynamic height is computed by dividing the NAVD 88
 GD0530.geopotential number by the normal gravity value computed on the
 GD0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0530.degrees latitude (g = 980.6199 gals.).
 GD0530
 GD0530.The modeled gravity was interpolated from observed gravity values.
 GD0530
 GD0530;                    North         East    Units  Estimated Accuracy
 GD0530;SPC KY1Z     - 1,030,770.    1,186,440.      MT  (+/- 180 meters Scaled)
 GD0530
 GD0530                          SUPERSEDED SURVEY CONTROL
 GD0530
 GD0530  NGVD 29 (??/??/??)   89.856  (m)          294.80   (f) ADJUSTED    1 2
 GD0530
 GD0530.Superseded values are not recommended for survey control.
 GD0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0530.See file dsdata.txt to determine how the superseded data were derived.
 GD0530
 GD0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF983481(NAD 83)
 GD0530_MARKER: B = BOLT
 GD0530_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0530_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0530_STAMPING: C 22.1-3
 GD0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0530
 GD0530  HISTORY     - Date     Condition        Report By
 GD0530  HISTORY     - UNK      MONUMENTED       DOD
 GD0530  HISTORY     - 1957     GOOD             CGS
 GD0530
 GD0530                          STATION DESCRIPTION
 GD0530
 GD0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0530'5 MI W FROM HICKMAN.
 GD0530'ABOUT 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE POST
 GD0530'OFFICE AT HICKMAN, THENCE ABOUT 0.8 MILE NORTH ALONG A TRACK DIRT
 GD0530'ROAD TO LEVEE, ON THE RIVER SIDE OF LEVEE, NORTH AND ACROSS
 GD0530'LEVEE FROM PUMP HOUSE WHICH IS LOCATED ON SOUTH BASE OF LEVEE,
 GD0530'203 FEET NORTH OF CENTER LINE OF LEVEE ROAD, LOCATED ON A SMALL
 GD0530'MOUND WHICH IS BETWEEN TWO NORTH-SOUTH FENCE LINES, 285 FEET
 GD0530'NORTH-NORTHWEST OF CENTER OF INTERSECTION OF LEVEE ROAD AND
 GD0530'NORTHEAST-SOUTHWEST TRACK ROAD, ABOUT 20 FEET BELOW LEVEL OF TOP
 GD0530'OF LEVEE AND IS A BOLT UNDER A U.S.E. WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0531 ***********************************************************************
 GD0531  DESIGNATION -  C 22.1 3 CAP
 GD0531  PID         -  GD0531
 GD0531  STATE/COUNTY-  KY/FULTON
 GD0531  USGS QUAD   -  BONDURANT (1982)
 GD0531
 GD0531                         *CURRENT SURVEY CONTROL
 GD0531  ___________________________________________________________________
 GD0531* NAD 83(1986)-  36 33 28.     (N)    089 15 10.     (W)     SCALED    
 GD0531* NAVD 88     -        91.128  (meters)     298.98   (feet)  POSTED    
 GD0531  ___________________________________________________________________
 GD0531  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0531  DYNAMIC HT  -          91.060 (meters)     298.75  (feet)  COMP
 GD0531  MODELED GRAV-     979,843.4   (mgal)                       NAVD 88
 GD0531
 GD0531  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0531
 GD0531.The horizontal coordinates were scaled from a topographic map and have
 GD0531.an estimated accuracy of +/- 6 seconds.
 GD0531
 GD0531.The orthometric height was determined by differential leveling
 GD0531.and adjusted by the National Geodetic Survey in 1992..
 GD0531.No vertical observational check was made to the station.
 GD0531.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0531.was located on a no-check spur therefore a value was not computed.
 GD0531
 GD0531.The geoid height was determined by GEOID03.
 GD0531
 GD0531.The dynamic height is computed by dividing the NAVD 88
 GD0531.geopotential number by the normal gravity value computed on the
 GD0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0531.degrees latitude (g = 980.6199 gals.).
 GD0531
 GD0531.The modeled gravity was interpolated from observed gravity values.
 GD0531
 GD0531;                    North         East    Units  Estimated Accuracy
 GD0531;SPC KY1Z     - 1,030,800.    1,186,440.      MT  (+/- 180 meters Scaled)
 GD0531
 GD0531                          SUPERSEDED SURVEY CONTROL
 GD0531
 GD0531  NGVD 29 (??/??/??)   91.059  (m)          298.75   (f) ADJUSTED    1 2
 GD0531
 GD0531.Superseded values are not recommended for survey control.
 GD0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0531.See file dsdata.txt to determine how the superseded data were derived.
 GD0531
 GD0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF983481(NAD 83)
 GD0531_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0531_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0531_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0531_STAMPING: C 22.1-3
 GD0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0531
 GD0531  HISTORY     - Date     Condition        Report By
 GD0531  HISTORY     - UNK      MONUMENTED       DOD
 GD0531  HISTORY     - 1957     GOOD             CGS
 GD0531  HISTORY     - 20020810 MARK NOT FOUND   USACE
 GD0531
 GD0531                          STATION DESCRIPTION
 GD0531
 GD0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0531'5 MI W FROM HICKMAN.
 GD0531'ABOUT 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE POST
 GD0531'OFFICE AT HICKMAN, THENCE ABOUT 0.8 MILE NORTH ALONG A TRACK DIRT
 GD0531'ROAD TO LEVEE, ON THE RIVER SIDE OF LEVEE, NORTH AND ACROSS
 GD0531'LEVEE FROM PUMP HOUSE WHICH IS LOCATED ON SOUTH BASE OF LEVEE,
 GD0531'203 FEET NORTH OF CENTER LINE OF LEVEE ROAD, LOCATED ON A SMALL
 GD0531'MOUND WHICH IS BETWEEN TWO NORTH-SOUTH FENCE LINES, 285 FEET
 GD0531'NORTH-NORTHWEST OF CENTER OF INTERSECTION OF LEVEE ROAD AND
 GD0531'NORTHEAST-SOUTHWEST TRACK ROAD, ABOUT 20 FEET BELOW LEVEL OF TOP
 GD0531'OF LEVEE AND IS A U.S.E. PIPE AND CAP WHICH PROJECTS 12 INCHES.
 GD0531
 GD0531                          STATION RECOVERY (2002)
 GD0531
 GD0531'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0534 ***********************************************************************
 GD0534  DESIGNATION -  C 22.1 4 BOLT
 GD0534  PID         -  GD0534
 GD0534  STATE/COUNTY-  KY/FULTON
 GD0534  USGS QUAD   -  BONDURANT (1982)
 GD0534
 GD0534                         *CURRENT SURVEY CONTROL
 GD0534  ___________________________________________________________________
 GD0534* NAD 83(1986)-  36 33 54.     (N)    089 16 37.     (W)     SCALED    
 GD0534* NAVD 88     -        90.123  (meters)     295.68   (feet)  POSTED    
 GD0534  ___________________________________________________________________
 GD0534  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD0534  DYNAMIC HT  -          90.050 (meters)     295.44  (feet)  COMP
 GD0534  MODELED GRAV-     979,845.7   (mgal)                       NAVD 88
 GD0534
 GD0534  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0534
 GD0534.The horizontal coordinates were scaled from a topographic map and have
 GD0534.an estimated accuracy of +/- 6 seconds.
 GD0534
 GD0534.The orthometric height was determined by differential leveling
 GD0534.and adjusted by the National Geodetic Survey in 1992..
 GD0534.No vertical observational check was made to the station.
 GD0534.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0534.was located on a no-check spur therefore a value was not computed.
 GD0534
 GD0534.The geoid height was determined by GEOID03.
 GD0534
 GD0534.The dynamic height is computed by dividing the NAVD 88
 GD0534.geopotential number by the normal gravity value computed on the
 GD0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0534.degrees latitude (g = 980.6199 gals.).
 GD0534
 GD0534.The modeled gravity was interpolated from observed gravity values.
 GD0534
 GD0534;                    North         East    Units  Estimated Accuracy
 GD0534;SPC KY1Z     - 1,031,680.    1,184,310.      MT  (+/- 180 meters Scaled)
 GD0534
 GD0534                          SUPERSEDED SURVEY CONTROL
 GD0534
 GD0534  NGVD 29 (??/??/??)   90.054  (m)          295.45   (f) ADJUSTED    1 2
 GD0534
 GD0534.Superseded values are not recommended for survey control.
 GD0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0534.See file dsdata.txt to determine how the superseded data were derived.
 GD0534
 GD0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF962490(NAD 83)
 GD0534_MARKER: B = BOLT
 GD0534_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0534_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0534_STAMPING: C 22.1-4 BM 4/5 RLD
 GD0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0534
 GD0534  HISTORY     - Date     Condition        Report By
 GD0534  HISTORY     - UNK      MONUMENTED       DOD
 GD0534  HISTORY     - 1957     GOOD             CGS
 GD0534  HISTORY     - 1967     MARK NOT FOUND   USGS
 GD0534
 GD0534                          STATION DESCRIPTION
 GD0534
 GD0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0534'6.5 MI NW FROM HICKMAN.
 GD0534'ABOUT 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE POST
 GD0534'OFFICE AT HICKMAN, THENCE ABOUT 0.8 MILE NORTH ALONG A TRACK DIRT
 GD0534'ROAD, THENCE ABOUT 1.5 MILES WEST ALONG LEVEE ROAD, NEAR LEVEE
 GD0534'MILE POST NO. 4/5, 129 FEET SOUTHWEST OF CENTER LINE OF LEVEE
 GD0534'ROAD, 127 FEET SOUTHEAST OF MILE POST 4/5, 272 FEET NORTHWEST OF
 GD0534'CENTER OF A CATTLE GUARD ACROSS LEVEE ROAD, 14 FEET SOUTHWEST OF
 GD0534'A FENCE LINE, AND IS A BOLT UNDER A U.S.E. PROJECTING 12 INCHES.
 GD0534
 GD0534                          STATION RECOVERY (1967)
 GD0534
 GD0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GD0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0535 ***********************************************************************
 GD0535  DESIGNATION -  C 22.1 4 CAP
 GD0535  PID         -  GD0535
 GD0535  STATE/COUNTY-  KY/FULTON
 GD0535  USGS QUAD   -  BONDURANT (1982)
 GD0535
 GD0535                         *CURRENT SURVEY CONTROL
 GD0535  ___________________________________________________________________
 GD0535* NAD 83(1986)-  36 33 54.     (N)    089 16 37.     (W)     SCALED    
 GD0535* NAVD 88     -        91.332  (meters)     299.65   (feet)  POSTED    
 GD0535  ___________________________________________________________________
 GD0535  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD0535  DYNAMIC HT  -          91.260 (meters)     299.41  (feet)  COMP
 GD0535  MODELED GRAV-     979,845.7   (mgal)                       NAVD 88
 GD0535
 GD0535  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0535
 GD0535.The horizontal coordinates were scaled from a topographic map and have
 GD0535.an estimated accuracy of +/- 6 seconds.
 GD0535
 GD0535.The orthometric height was determined by differential leveling
 GD0535.and adjusted by the National Geodetic Survey in 1992..
 GD0535.No vertical observational check was made to the station.
 GD0535.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0535.was located on a no-check spur therefore a value was not computed.
 GD0535
 GD0535.The geoid height was determined by GEOID03.
 GD0535
 GD0535.The dynamic height is computed by dividing the NAVD 88
 GD0535.geopotential number by the normal gravity value computed on the
 GD0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0535.degrees latitude (g = 980.6199 gals.).
 GD0535
 GD0535.The modeled gravity was interpolated from observed gravity values.
 GD0535
 GD0535;                    North         East    Units  Estimated Accuracy
 GD0535;SPC KY1Z     - 1,031,680.    1,184,310.      MT  (+/- 180 meters Scaled)
 GD0535
 GD0535                          SUPERSEDED SURVEY CONTROL
 GD0535
 GD0535  NGVD 29 (??/??/??)   91.263  (m)          299.42   (f) ADJUSTED    1 2
 GD0535
 GD0535.Superseded values are not recommended for survey control.
 GD0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0535.See file dsdata.txt to determine how the superseded data were derived.
 GD0535
 GD0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF962490(NAD 83)
 GD0535_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0535_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0535_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0535_STAMPING: C 22.1-4 BM 4/5 RLD
 GD0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0535
 GD0535  HISTORY     - Date     Condition        Report By
 GD0535  HISTORY     - UNK      MONUMENTED       DOD
 GD0535  HISTORY     - 1957     GOOD             CGS
 GD0535  HISTORY     - 1967     MARK NOT FOUND   USGS
 GD0535
 GD0535                          STATION DESCRIPTION
 GD0535
 GD0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0535'6.5 MI NW FROM HICKMAN.
 GD0535'ABOUT 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE POST
 GD0535'OFFICE AT HICKMAN, THENCE ABOUT 0.8 MILE NORTH ALONG A TRACK DIRT
 GD0535'ROAD, THENCE ABOUT 1.5 MILES WEST ALONG LEVEE ROAD, NEAR LEVEE
 GD0535'MILE POST NO. 4/5, 129 FEET SOUTHWEST OF CENTER LINE OF LEVEE
 GD0535'ROAD, 127 FEET SOUTHEAST OF MILE POST 4/5, 272 FEET NORTHWEST OF
 GD0535'CENTER OF A CATTLE GUARD ACROSS LEVEE ROAD, 14 FEET SOUTHWEST OF
 GD0535'A FENCE LINE, A U.S.E. PIPE AND CAP PROJECTING 12 INCHES.
 GD0535
 GD0535                          STATION RECOVERY (1967)
 GD0535
 GD0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GD0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0537 ***********************************************************************
 GD0537  DESIGNATION -  C 22.1 5 BOLT
 GD0537  PID         -  GD0537
 GD0537  STATE/COUNTY-  KY/FULTON
 GD0537  USGS QUAD   -  BONDURANT (1982)
 GD0537
 GD0537                         *CURRENT SURVEY CONTROL
 GD0537  ___________________________________________________________________
 GD0537* NAD 83(1986)-  36 34 24.     (N)    089 17 06.     (W)     SCALED    
 GD0537* NAVD 88     -        90.416  (meters)     296.64   (feet)  POSTED    
 GD0537  ___________________________________________________________________
 GD0537  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD0537  DYNAMIC HT  -          90.350 (meters)     296.42  (feet)  COMP
 GD0537  MODELED GRAV-     979,847.1   (mgal)                       NAVD 88
 GD0537
 GD0537  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0537
 GD0537.The horizontal coordinates were scaled from a topographic map and have
 GD0537.an estimated accuracy of +/- 6 seconds.
 GD0537
 GD0537.The orthometric height was determined by differential leveling
 GD0537.and adjusted by the National Geodetic Survey in 1992..
 GD0537.No vertical observational check was made to the station.
 GD0537.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0537.was located on a no-check spur therefore a value was not computed.
 GD0537
 GD0537.The geoid height was determined by GEOID03.
 GD0537
 GD0537.The dynamic height is computed by dividing the NAVD 88
 GD0537.geopotential number by the normal gravity value computed on the
 GD0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0537.degrees latitude (g = 980.6199 gals.).
 GD0537
 GD0537.The modeled gravity was interpolated from observed gravity values.
 GD0537
 GD0537;                    North         East    Units  Estimated Accuracy
 GD0537;SPC KY1Z     - 1,032,630.    1,183,620.      MT  (+/- 180 meters Scaled)
 GD0537
 GD0537                          SUPERSEDED SURVEY CONTROL
 GD0537
 GD0537  NGVD 29 (??/??/??)   90.348  (m)          296.42   (f) ADJUSTED    1 2
 GD0537
 GD0537.Superseded values are not recommended for survey control.
 GD0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0537.See file dsdata.txt to determine how the superseded data were derived.
 GD0537
 GD0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF955499(NAD 83)
 GD0537_MARKER: B = BOLT
 GD0537_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0537_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0537_STAMPING: BM C 22.1-5 5/6 RLD
 GD0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0537
 GD0537  HISTORY     - Date     Condition        Report By
 GD0537  HISTORY     - UNK      MONUMENTED       DOD
 GD0537  HISTORY     - 1957     GOOD             CGS
 GD0537
 GD0537                          STATION DESCRIPTION
 GD0537
 GD0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0537'7.4 MI NW FROM HICKMAN.
 GD0537'ABOUT 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE POST
 GD0537'OFFICE AT HICKMAN, THENCE 0.8 MILE NORTH ALONG A DIRT TRACK ROAD
 GD0537'TO LEVEE, THENCE ABOUT 2.4 MILES NORTHWEST ALONG LEVEE ROAD,
 GD0537'ABOUT 140 YARDS SOUTHEAST OF LEVEE MILE POST 5/6, 122 FEET
 GD0537'SOUTHWEST OF CENTER LINE OF LEVEE ROAD, 83 FEET EAST OF A 20-INCH
 GD0537'ELM TREE, 14 FEET WEST OF A FENCE CORNER, 10 FEET NORTHWEST OF A
 GD0537'FENCE LINE, ABOUT 25 FEET BELOW LEVEL OF LEVEE ROAD AND IS A
 GD0537'BLOT UNDER A U.S.E. PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0538 ***********************************************************************
 GD0538  DESIGNATION -  C 22.1 5 CAP
 GD0538  PID         -  GD0538
 GD0538  STATE/COUNTY-  KY/FULTON
 GD0538  USGS QUAD   -  BONDURANT (1982)
 GD0538
 GD0538                         *CURRENT SURVEY CONTROL
 GD0538  ___________________________________________________________________
 GD0538* NAD 83(1986)-  36 34 23.     (N)    089 17 06.     (W)     SCALED    
 GD0538* NAVD 88     -        91.661  (meters)     300.72   (feet)  POSTED    
 GD0538  ___________________________________________________________________
 GD0538  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD0538  DYNAMIC HT  -          91.590 (meters)     300.49  (feet)  COMP
 GD0538  MODELED GRAV-     979,847.1   (mgal)                       NAVD 88
 GD0538
 GD0538  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0538
 GD0538.The horizontal coordinates were scaled from a topographic map and have
 GD0538.an estimated accuracy of +/- 6 seconds.
 GD0538
 GD0538.The orthometric height was determined by differential leveling
 GD0538.and adjusted by the National Geodetic Survey in 1992..
 GD0538.No vertical observational check was made to the station.
 GD0538.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0538.was located on a no-check spur therefore a value was not computed.
 GD0538
 GD0538.The geoid height was determined by GEOID03.
 GD0538
 GD0538.The dynamic height is computed by dividing the NAVD 88
 GD0538.geopotential number by the normal gravity value computed on the
 GD0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0538.degrees latitude (g = 980.6199 gals.).
 GD0538
 GD0538.The modeled gravity was interpolated from observed gravity values.
 GD0538
 GD0538;                    North         East    Units  Estimated Accuracy
 GD0538;SPC KY1Z     - 1,032,600.    1,183,620.      MT  (+/- 180 meters Scaled)
 GD0538
 GD0538                          SUPERSEDED SURVEY CONTROL
 GD0538
 GD0538  NGVD 29 (??/??/??)   91.592  (m)          300.50   (f) ADJUSTED    1 2
 GD0538
 GD0538.Superseded values are not recommended for survey control.
 GD0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0538.See file dsdata.txt to determine how the superseded data were derived.
 GD0538
 GD0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF955499(NAD 83)
 GD0538_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0538_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0538_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0538_STAMPING: BM C 22.1-5 5/6 RLD
 GD0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0538
 GD0538  HISTORY     - Date     Condition        Report By
 GD0538  HISTORY     - UNK      MONUMENTED       DOD
 GD0538  HISTORY     - 1957     GOOD             CGS
 GD0538  HISTORY     - 20020810 MARK NOT FOUND   USACE
 GD0538
 GD0538                          STATION DESCRIPTION
 GD0538
 GD0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0538'7.4 MI NW FROM HICKMAN.
 GD0538'ABOUT 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE POST
 GD0538'OFFICE AT HICKMAN, THENCE 0.8 MILE NORTH ALONG A DIRT TRACK ROAD
 GD0538'TO LEVEE, THENCE ABOUT 2.4 MILES NORTHWEST ALONG LEVEE ROAD,
 GD0538'ABOUT 140 YARDS SOUTHEAST OF LEVEE MILE POST 5/6, 122 FEET
 GD0538'SOUTHWEST OF CENTER LINE OF LEVEE ROAD, 83 FEET EAST OF A 20-INCH
 GD0538'ELM TREE, 14 FEET WEST OF A FENCE CORNER, 10 FEET NORTHWEST OF A
 GD0538'FENCE LINE, ABOUT 25 FEET BELOW LEVEL OF LEVEE ROAD AND IS A
 GD0538'U.S.E. PIPE AND CAP PROJECTING 10 INCHES.
 GD0538
 GD0538                          STATION RECOVERY (2002)
 GD0538
 GD0538'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0554 ***********************************************************************
 GD0554  DESIGNATION -  C 22.3 1 BOLT
 GD0554  PID         -  GD0554
 GD0554  STATE/COUNTY-  KY/FULTON
 GD0554  USGS QUAD   -  HUBBARD LAKE (1982)
 GD0554
 GD0554                         *CURRENT SURVEY CONTROL
 GD0554  ___________________________________________________________________
 GD0554* NAD 83(1986)-  36 32 51.     (N)    089 22 49.     (W)     SCALED    
 GD0554* NAVD 88     -        88.320  (meters)     289.76   (feet)  POSTED    
 GD0554  ___________________________________________________________________
 GD0554  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD0554  DYNAMIC HT  -          88.250 (meters)     289.53  (feet)  COMP
 GD0554  MODELED GRAV-     979,844.3   (mgal)                       NAVD 88
 GD0554
 GD0554  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0554
 GD0554.The horizontal coordinates were scaled from a topographic map and have
 GD0554.an estimated accuracy of +/- 6 seconds.
 GD0554
 GD0554.The orthometric height was determined by differential leveling
 GD0554.and adjusted by the National Geodetic Survey in 1992..
 GD0554.No vertical observational check was made to the station.
 GD0554.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0554.was located on a no-check spur therefore a value was not computed.
 GD0554
 GD0554.The geoid height was determined by GEOID03.
 GD0554
 GD0554.The dynamic height is computed by dividing the NAVD 88
 GD0554.geopotential number by the normal gravity value computed on the
 GD0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0554.degrees latitude (g = 980.6199 gals.).
 GD0554
 GD0554.The modeled gravity was interpolated from observed gravity values.
 GD0554
 GD0554;                    North         East    Units  Estimated Accuracy
 GD0554;SPC KY1Z     - 1,030,090.    1,174,990.      MT  (+/- 180 meters Scaled)
 GD0554
 GD0554                          SUPERSEDED SURVEY CONTROL
 GD0554
 GD0554  NGVD 29 (??/??/??)   88.250  (m)          289.53   (f) ADJUSTED    1 2
 GD0554
 GD0554.Superseded values are not recommended for survey control.
 GD0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0554.See file dsdata.txt to determine how the superseded data were derived.
 GD0554
 GD0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF869473(NAD 83)
 GD0554_MARKER: B = BOLT
 GD0554_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0554_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0554
 GD0554  HISTORY     - Date     Condition        Report By
 GD0554  HISTORY     - UNK      MONUMENTED       DOD
 GD0554  HISTORY     - 1957     GOOD             CGS
 GD0554
 GD0554                          STATION DESCRIPTION
 GD0554
 GD0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0554'4.5 MI NW FROM MILLER.
 GD0554'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 94 FROM THE CROSSING OF
 GD0554'THE ILLINOIS CENTRAL RAILROAD AT MILLER, THENCE ABOUT 2.4 MILES
 GD0554'WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.9 MILES NORTH ALONG A
 GD0554'GRAVEL ROAD, THENCE 0.2 MILE WEST ALONG A GRAVEL ROAD, ABOUT 0.15
 GD0554'MILE EAST OF LEVEE, NEAR THE NORTHWEST CORNER OF A YARD, 20 FEET
 GD0554'SOUTH OF CENTER LINE OF ROAD, 125 FEET SOUTH EAST AND ACROSS ROAD
 GD0554'FROM THE EAST ONE OF A ROW OF THREE LARGE COTTONWOOD TREES, 21
 GD0554'FEET NORTHWEST OF NORTHWEST CORNER OF A FRAME HOUSE, 82 FEET
 GD0554'SOUTHWEST AND ACROSS ROAD FROM THE SOUTHWEST CORNER OF A WHITE
 GD0554'FRAME HOUSE, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND IS A BOLT
 GD0554'PROJECTING 18 INCHES.  NOTE-- THE CAP IS BATTERED AND THE
 GD0554'STAMPING IS NOT LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0555 ***********************************************************************
 GD0555  DESIGNATION -  C 22.3 1 CAP
 GD0555  PID         -  GD0555
 GD0555  STATE/COUNTY-  KY/FULTON
 GD0555  USGS QUAD   -  HUBBARD LAKE (1982)
 GD0555
 GD0555                         *CURRENT SURVEY CONTROL
 GD0555  ___________________________________________________________________
 GD0555* NAD 83(1986)-  36 32 51.     (N)    089 22 49.     (W)     SCALED    
 GD0555* NAVD 88     -        89.537  (meters)     293.76   (feet)  POSTED    
 GD0555  ___________________________________________________________________
 GD0555  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD0555  DYNAMIC HT  -          89.470 (meters)     293.54  (feet)  COMP
 GD0555  MODELED GRAV-     979,844.3   (mgal)                       NAVD 88
 GD0555
 GD0555  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0555
 GD0555.The horizontal coordinates were scaled from a topographic map and have
 GD0555.an estimated accuracy of +/- 6 seconds.
 GD0555
 GD0555.The orthometric height was determined by differential leveling
 GD0555.and adjusted by the National Geodetic Survey in 1992..
 GD0555.No vertical observational check was made to the station.
 GD0555.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0555.was located on a no-check spur therefore a value was not computed.
 GD0555
 GD0555.The geoid height was determined by GEOID03.
 GD0555
 GD0555.The dynamic height is computed by dividing the NAVD 88
 GD0555.geopotential number by the normal gravity value computed on the
 GD0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0555.degrees latitude (g = 980.6199 gals.).
 GD0555
 GD0555.The modeled gravity was interpolated from observed gravity values.
 GD0555
 GD0555;                    North         East    Units  Estimated Accuracy
 GD0555;SPC KY1Z     - 1,030,090.    1,174,990.      MT  (+/- 180 meters Scaled)
 GD0555
 GD0555                          SUPERSEDED SURVEY CONTROL
 GD0555
 GD0555  NGVD 29 (??/??/??)   89.467  (m)          293.53   (f) ADJUSTED    1 2
 GD0555
 GD0555.Superseded values are not recommended for survey control.
 GD0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0555.See file dsdata.txt to determine how the superseded data were derived.
 GD0555
 GD0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF869473(NAD 83)
 GD0555_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0555_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0555_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0555
 GD0555  HISTORY     - Date     Condition        Report By
 GD0555  HISTORY     - UNK      MONUMENTED       DOD
 GD0555  HISTORY     - 1957     GOOD             CGS
 GD0555  HISTORY     - 20020810 MARK NOT FOUND   USACE
 GD0555
 GD0555                          STATION DESCRIPTION
 GD0555
 GD0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0555'4.5 MI NW FROM MILLER.
 GD0555'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 94 FROM THE CROSSING OF
 GD0555'THE ILLINOIS CENTRAL RAILROAD AT MILLER, THENCE ABOUT 2.4 MILES
 GD0555'WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.9 MILES NORTH ALONG A
 GD0555'GRAVEL ROAD, THENCE 0.2 MILE WEST ALONG A GRAVEL ROAD, ABOUT 0.15
 GD0555'MILE EAST OF LEVEE, NEAR THE NORTHWEST CORNER OF A YARD, 20
 GD0555'FEET SOUTH OF CENTER LINE OF ROAD, 125 FEET SOUTH EAST AND ACROSS
 GD0555'ROAD FROM THE EAST ONE OF A ROW OF THREE LARGE COTTONWOOD TREES,
 GD0555'21 FEET NORTHWEST OF NORTHWEST CORNER OF A FRAME HOUSE, 82 FEET
 GD0555'SOUTHWEST AND ACROSS ROAD FROM THE SOUTHWEST CORNER OF A WHITE
 GD0555'FRAME HOUSE, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND IS A U.S.E.
 GD0555'PIPE AND CAP PROJECTING 18 INCHES.  NOTE-- THE CAP IS BATTERED
 GD0555'AND THE STAMPING IS NOT LEGIBLE.
 GD0555
 GD0555                          STATION RECOVERY (2002)
 GD0555
 GD0555'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1558 ***********************************************************************
 GZ1558  DESIGNATION -  C 224
 GZ1558  PID         -  GZ1558
 GZ1558  STATE/COUNTY-  KY/TAYLOR
 GZ1558  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ1558
 GZ1558                         *CURRENT SURVEY CONTROL
 GZ1558  ___________________________________________________________________
 GZ1558* NAD 83(1986)-  37 20 02.     (N)    085 22 08.     (W)     SCALED    
 GZ1558* NAVD 88     -       244.386  (meters)     801.79   (feet)  ADJUSTED  
 GZ1558  ___________________________________________________________________
 GZ1558  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GZ1558  DYNAMIC HT  -         244.193 (meters)     801.16  (feet)  COMP
 GZ1558  MODELED GRAV-     979,836.5   (mgal)                       NAVD 88
 GZ1558
 GZ1558  VERT ORDER  -  SECOND    CLASS 0
 GZ1558
 GZ1558.The horizontal coordinates were scaled from a topographic map and have
 GZ1558.an estimated accuracy of +/- 6 seconds.
 GZ1558
 GZ1558.The orthometric height was determined by differential leveling
 GZ1558.and adjusted by the National Geodetic Survey in June 1991..
 GZ1558
 GZ1558.The geoid height was determined by GEOID03.
 GZ1558
 GZ1558.The dynamic height is computed by dividing the NAVD 88
 GZ1558.geopotential number by the normal gravity value computed on the
 GZ1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1558.degrees latitude (g = 980.6199 gals.).
 GZ1558
 GZ1558.The modeled gravity was interpolated from observed gravity values.
 GZ1558
 GZ1558;                    North         East    Units  Estimated Accuracy
 GZ1558;SPC KY1Z     - 1,111,110.    1,533,770.      MT  (+/- 180 meters Scaled)
 GZ1558
 GZ1558                          SUPERSEDED SURVEY CONTROL
 GZ1558
 GZ1558  NGVD 29 (??/??/92)  244.525  (m)          802.25   (f) ADJ UNCH    2 0
 GZ1558
 GZ1558.Superseded values are not recommended for survey control.
 GZ1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1558.See file dsdata.txt to determine how the superseded data were derived.
 GZ1558
 GZ1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG444331(NAD 83)
 GZ1558_MARKER: DB = BENCH MARK DISK
 GZ1558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1558_SP_SET: BOX CULVERT
 GZ1558_STAMPING: C 224 1951
 GZ1558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1558
 GZ1558  HISTORY     - Date     Condition        Report By
 GZ1558  HISTORY     - 1951     MONUMENTED       CGS
 GZ1558
 GZ1558                          STATION DESCRIPTION
 GZ1558
 GZ1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1558'1.2 MI SW FROM CAMPBELLSVILLE.
 GZ1558'ABOUT 1.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 68 FROM THE HIGH
 GZ1558'SCHOOL AT CAMPBELLSVILLE, ABOUT 0.25 MILE NORTHEAST OF THE
 GZ1558'JUNCTION OF A ROAD NORTHWEST, SET IN THE TOP OF THE NORTHEAST
 GZ1558'END OF THE NORTHWEST HEAD WALL OF A 10-FOOT CONCRETE BOX
 GZ1558'CULVERT, 25 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GZ1558'1 1/2 FEET SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND
 GZ1558'ABOUT 5 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1667 ***********************************************************************
 GZ1667  DESIGNATION -  C 225
 GZ1667  PID         -  GZ1667
 GZ1667  STATE/COUNTY-  KY/ADAIR
 GZ1667  USGS QUAD   -  KNIFLEY (1970)
 GZ1667
 GZ1667                         *CURRENT SURVEY CONTROL
 GZ1667  ___________________________________________________________________
 GZ1667* NAD 83(1986)-  37 12 32.     (N)    085 13 25.     (W)     SCALED    
 GZ1667* NAVD 88     -       209.393  (meters)     686.98   (feet)  ADJUSTED  
 GZ1667  ___________________________________________________________________
 GZ1667  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GZ1667  DYNAMIC HT  -         209.225 (meters)     686.43  (feet)  COMP
 GZ1667  MODELED GRAV-     979,825.3   (mgal)                       NAVD 88
 GZ1667
 GZ1667  VERT ORDER  -  SECOND    CLASS 0
 GZ1667
 GZ1667.The horizontal coordinates were scaled from a topographic map and have
 GZ1667.an estimated accuracy of +/- 6 seconds.
 GZ1667
 GZ1667.The orthometric height was determined by differential leveling
 GZ1667.and adjusted by the National Geodetic Survey in June 1991..
 GZ1667
 GZ1667.The geoid height was determined by GEOID03.
 GZ1667
 GZ1667.The dynamic height is computed by dividing the NAVD 88
 GZ1667.geopotential number by the normal gravity value computed on the
 GZ1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1667.degrees latitude (g = 980.6199 gals.).
 GZ1667
 GZ1667.The modeled gravity was interpolated from observed gravity values.
 GZ1667
 GZ1667;                    North         East    Units  Estimated Accuracy
 GZ1667;SPC KY1Z     - 1,097,310.    1,546,730.      MT  (+/- 180 meters Scaled)
 GZ1667
 GZ1667                          SUPERSEDED SURVEY CONTROL
 GZ1667
 GZ1667  NGVD 29 (??/??/92)  209.539  (m)          687.46   (f) ADJ UNCH    2 0
 GZ1667
 GZ1667.Superseded values are not recommended for survey control.
 GZ1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1667.See file dsdata.txt to determine how the superseded data were derived.
 GZ1667
 GZ1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG576195(NAD 83)
 GZ1667_MARKER: DB = BENCH MARK DISK
 GZ1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1667_STAMPING: C 225 1951 687.463
 GZ1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1667+STABILITY: SURFACE MOTION
 GZ1667
 GZ1667  HISTORY     - Date     Condition        Report By
 GZ1667  HISTORY     - 1951     MONUMENTED       CGS
 GZ1667  HISTORY     - 1958     GOOD             NGS
 GZ1667
 GZ1667                          STATION DESCRIPTION
 GZ1667
 GZ1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1667'3.7 MI SW FROM KNIFLEY.
 GZ1667'ABOUT 3.7 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ1667'OFFICE AND INTERSECTION OF STATE HIGHWAY 76 AT KNIFLEY, ABOUT
 GZ1667'3.5 MILES NORTHEAST OF THE POST OFFICE AT ABSHER, ABOUT 0.2 MILE
 GZ1667'SOUTHWEST OF A FORD ACROSS CASEY CREEK AND JUNCTION OF A DIM
 GZ1667'ROAD WEST, ABOUT 0.6 MILE NORTHEAST OF THE NORTHEAST END OF A
 GZ1667'BRIDGE OVER GREEN RIVER, AT PLUMB POINT CHURCH AND SCHOOL, 25
 GZ1667'FEET EAST OF THE CENTER LINE OF THE ROAD, 53 1/2 FEET WEST OF
 GZ1667'THE SOUTHWEST CORNER OF CHURCH, 130 FEET NORTH OF THE NORTH
 GZ1667'CORNER OF SCHOOL, 1 1/2 FEET EAST OF A POWER POLE ON BRANCH
 GZ1667'LINE TO CHURCH, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE
 GZ1667'TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE ROAD
 GZ1667'HAS BEEN IMPROVED AND A CONCRETE BRIDGE HAS BEEN CONSTRUCTED
 GZ1667'OVER CASEY CREEK 0.5 MILE NORTHEAST OF THE CHURCH, ALSO THE
 GZ1667'SCHOOLHOUSE IS GONE, AND THE MARK IS 250 FEET NORTHWEST OF THE
 GZ1667'JUNCTION OF THE ROAD AND A DRIVE TO THE CHURCH.
 GZ1667
 GZ1667                          STATION RECOVERY (1958)
 GZ1667
 GZ1667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1761 ***********************************************************************
 GZ1761  DESIGNATION -  C 226
 GZ1761  PID         -  GZ1761
 GZ1761  STATE/COUNTY-  KY/GREEN
 GZ1761  USGS QUAD   -  GRESHAM (1987)
 GZ1761
 GZ1761                         *CURRENT SURVEY CONTROL
 GZ1761  ___________________________________________________________________
 GZ1761* NAD 83(1986)-  37 12 35.     (N)    085 24 32.     (W)     SCALED    
 GZ1761* NAVD 88     -       251.075  (meters)     823.74   (feet)  ADJUSTED  
 GZ1761  ___________________________________________________________________
 GZ1761  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GZ1761  DYNAMIC HT  -         250.879 (meters)     823.09  (feet)  COMP
 GZ1761  MODELED GRAV-     979,843.0   (mgal)                       NAVD 88
 GZ1761
 GZ1761  VERT ORDER  -  SECOND    CLASS 0
 GZ1761
 GZ1761.The horizontal coordinates were scaled from a topographic map and have
 GZ1761.an estimated accuracy of +/- 6 seconds.
 GZ1761
 GZ1761.The orthometric height was determined by differential leveling
 GZ1761.and adjusted by the National Geodetic Survey in June 1991..
 GZ1761
 GZ1761.The geoid height was determined by GEOID03.
 GZ1761
 GZ1761.The dynamic height is computed by dividing the NAVD 88
 GZ1761.geopotential number by the normal gravity value computed on the
 GZ1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1761.degrees latitude (g = 980.6199 gals.).
 GZ1761
 GZ1761.The modeled gravity was interpolated from observed gravity values.
 GZ1761
 GZ1761;                    North         East    Units  Estimated Accuracy
 GZ1761;SPC KY1Z     - 1,097,320.    1,530,280.      MT  (+/- 180 meters Scaled)
 GZ1761
 GZ1761                          SUPERSEDED SURVEY CONTROL
 GZ1761
 GZ1761  NGVD 29 (??/??/92)  251.223  (m)          824.22   (f) ADJ UNCH    2 0
 GZ1761
 GZ1761.Superseded values are not recommended for survey control.
 GZ1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1761.See file dsdata.txt to determine how the superseded data were derived.
 GZ1761
 GZ1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG411193(NAD 83)
 GZ1761_MARKER: DB = BENCH MARK DISK
 GZ1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1761_STAMPING: C 226 1951
 GZ1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1761+STABILITY: SURFACE MOTION
 GZ1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1761+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 GZ1761
 GZ1761  HISTORY     - Date     Condition        Report By
 GZ1761  HISTORY     - 1951     MONUMENTED       CGS
 GZ1761  HISTORY     - 20050825 GOOD             KYTC
 GZ1761
 GZ1761                          STATION DESCRIPTION
 GZ1761
 GZ1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1761'4.7 MI W FROM COBURG.
 GZ1761'ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 55 FROM THE POST OFFICE
 GZ1761'AT COBURG, THENCE ABOUT 3.75 MILES WEST ALONG A GRAVEL ROAD,
 GZ1761'AT PLEASANT HILL SCHOOL, 49 FEET SOUTH OF THE CENTER LINE OF
 GZ1761'THE ROAD, 90 1/2 FEET WEST OF THE NORTHWEST CORNER OF THE SCHOOL,
 GZ1761'44 FEET SOUTHWEST OF A 40-INCH BEACH TREE, 71 FEET EAST-SOUTHEAST
 GZ1761'OF A 40-INCH BEACH TREE, 7 1/2 FEET EAST OF A 6-INCH WALNUT
 GZ1761'TREE, 2 FEET NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE
 GZ1761'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE ROAD AND SET IN THE
 GZ1761'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1761
 GZ1761                          STATION RECOVERY (2005)
 GZ1761
 GZ1761'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1761'OLD SCHOOL BUILDING HAS COLLAPSED, MARK IS ABOUT 86 YARDS WEST OF
 GZ1761'CENTER OF SANTIFEE ANDERSON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1382 ***********************************************************************
 GZ1382  DESIGNATION -  C 227
 GZ1382  PID         -  GZ1382
 GZ1382  STATE/COUNTY-  KY/MARION
 GZ1382  USGS QUAD   -  LEBANON WEST (1994)
 GZ1382
 GZ1382                         *CURRENT SURVEY CONTROL
 GZ1382  ___________________________________________________________________
 GZ1382* NAD 83(1986)-  37 34 19.     (N)    085 19 38.     (W)     SCALED    
 GZ1382* NAVD 88     -       224.435  (meters)     736.33   (feet)  ADJUSTED  
 GZ1382  ___________________________________________________________________
 GZ1382  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GZ1382  DYNAMIC HT  -         224.260 (meters)     735.76  (feet)  COMP
 GZ1382  MODELED GRAV-     979,844.5   (mgal)                       NAVD 88
 GZ1382
 GZ1382  VERT ORDER  -  SECOND    CLASS 0
 GZ1382
 GZ1382.The horizontal coordinates were scaled from a topographic map and have
 GZ1382.an estimated accuracy of +/- 6 seconds.
 GZ1382
 GZ1382.The orthometric height was determined by differential leveling
 GZ1382.and adjusted by the National Geodetic Survey in June 1991..
 GZ1382
 GZ1382.The geoid height was determined by GEOID03.
 GZ1382
 GZ1382.The dynamic height is computed by dividing the NAVD 88
 GZ1382.geopotential number by the normal gravity value computed on the
 GZ1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1382.degrees latitude (g = 980.6199 gals.).
 GZ1382
 GZ1382.The modeled gravity was interpolated from observed gravity values.
 GZ1382
 GZ1382;                    North         East    Units  Estimated Accuracy
 GZ1382;SPC KY1Z     - 1,137,550.    1,537,350.      MT  (+/- 180 meters Scaled)
 GZ1382
 GZ1382                          SUPERSEDED SURVEY CONTROL
 GZ1382
 GZ1382  NGVD 29 (??/??/92)  224.571  (m)          736.78   (f) ADJ UNCH    2 0
 GZ1382
 GZ1382.Superseded values are not recommended for survey control.
 GZ1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1382.See file dsdata.txt to determine how the superseded data were derived.
 GZ1382
 GZ1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG477596(NAD 83)
 GZ1382_MARKER: DB = BENCH MARK DISK
 GZ1382_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1382_SP_SET: ROCK LEDGE
 GZ1382_STAMPING: C 227 1951
 GZ1382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1382+STABILITY: POSITION/ELEVATION WELL
 GZ1382
 GZ1382  HISTORY     - Date     Condition        Report By
 GZ1382  HISTORY     - 1951     MONUMENTED       CGS
 GZ1382
 GZ1382                          STATION DESCRIPTION
 GZ1382
 GZ1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1382'1.2 MI SE FROM SAINT MARY.
 GZ1382'ABOUT 1.2 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GZ1382'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 84 AT SAINT MARY,
 GZ1382'11 1/2 RAILS EAST OF MILE POST 63, ON THE OUTSIDE OF A LONG CURVE
 GZ1382'WITH TANGENTS EXTENDING NORTHWEST AND NORTHEAST, SET IN THE TOP
 GZ1382'OF THE BOTTOM LEDGE OF A ROCK THAT IS PART OF A ROCK CUT SOUTH
 GZ1382'OF TRACK, 9 FEET SOUTH OF THE SOUTH RAIL AND ABOUT 1 1/2 FEET
 GZ1382'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1385 ***********************************************************************
 GZ1385  DESIGNATION -  C 229
 GZ1385  PID         -  GZ1385
 GZ1385  STATE/COUNTY-  KY/MARION
 GZ1385  USGS QUAD   -  LEBANON WEST (1994)
 GZ1385
 GZ1385                         *CURRENT SURVEY CONTROL
 GZ1385  ___________________________________________________________________
 GZ1385* NAD 83(1986)-  37 33 58.     (N)    085 15 58.     (W)     SCALED    
 GZ1385* NAVD 88     -       232.637  (meters)     763.24   (feet)  ADJUSTED  
 GZ1385  ___________________________________________________________________
 GZ1385  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GZ1385  DYNAMIC HT  -         232.453 (meters)     762.64  (feet)  COMP
 GZ1385  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GZ1385
 GZ1385  VERT ORDER  -  SECOND    CLASS 0
 GZ1385
 GZ1385.The horizontal coordinates were scaled from a topographic map and have
 GZ1385.an estimated accuracy of +/- 6 seconds.
 GZ1385
 GZ1385.The orthometric height was determined by differential leveling
 GZ1385.and adjusted by the National Geodetic Survey in June 1991..
 GZ1385
 GZ1385.The geoid height was determined by GEOID03.
 GZ1385
 GZ1385.The dynamic height is computed by dividing the NAVD 88
 GZ1385.geopotential number by the normal gravity value computed on the
 GZ1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1385.degrees latitude (g = 980.6199 gals.).
 GZ1385
 GZ1385.The modeled gravity was interpolated from observed gravity values.
 GZ1385
 GZ1385;                    North         East    Units  Estimated Accuracy
 GZ1385;SPC KY1Z     - 1,136,930.    1,542,750.      MT  (+/- 180 meters Scaled)
 GZ1385
 GZ1385                          SUPERSEDED SURVEY CONTROL
 GZ1385
 GZ1385  NGVD 29 (??/??/92)  232.773  (m)          763.69   (f) ADJ UNCH    2 0
 GZ1385
 GZ1385.Superseded values are not recommended for survey control.
 GZ1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1385.See file dsdata.txt to determine how the superseded data were derived.
 GZ1385
 GZ1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG531590(NAD 83)
 GZ1385_MARKER: DB = BENCH MARK DISK
 GZ1385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1385_SP_SET: FOUNDATION
 GZ1385_STAMPING: C 229 1951
 GZ1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1385
 GZ1385  HISTORY     - Date     Condition        Report By
 GZ1385  HISTORY     - 1951     MONUMENTED       CGS
 GZ1385
 GZ1385                          STATION DESCRIPTION
 GZ1385
 GZ1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1385'0.6 MI W FROM LEBANON.
 GZ1385'ABOUT 0.6 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ1385'FROM THE STATION AT LEBANON, ABOUT 0.15 MILE WEST OF THE CROSSING
 GZ1385'OF WALL STREET, ABOUT 0.15 MILE EAST OF THE WATER TOWER AT THE
 GZ1385'STAGG DISTILLERY CO., SET IN THE TOP OF THE NORTHWEST CORNER
 GZ1385'OF THE CONCRETE FOUNDATION OF A RAILROAD WATER STAND, 4 FEET
 GZ1385'SOUTH OF THE SOUTH RAIL OF MAIN TRACK AND ABOUT LEVEL WITH
 GZ1385'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0034 ***********************************************************************
 GD0034  DESIGNATION -  C 23 TVA
 GD0034  PID         -  GD0034
 GD0034  STATE/COUNTY-  KY/TRIGG
 GD0034  USGS QUAD   -  MONT (1986)
 GD0034
 GD0034                         *CURRENT SURVEY CONTROL
 GD0034  ___________________________________________________________________
 GD0034* NAD 83(1986)-  36 53 12.     (N)    088 05 14.     (W)     SCALED    
 GD0034* NAVD 88     -       159.636  (meters)     523.74   (feet)  ADJUSTED  
 GD0034  ___________________________________________________________________
 GD0034  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0034  DYNAMIC HT  -         159.513 (meters)     523.34  (feet)  COMP
 GD0034  MODELED GRAV-     979,856.6   (mgal)                       NAVD 88
 GD0034
 GD0034  VERT ORDER  -  FIRST     CLASS II
 GD0034
 GD0034.The horizontal coordinates were scaled from a topographic map and have
 GD0034.an estimated accuracy of +/- 6 seconds.
 GD0034
 GD0034.The orthometric height was determined by differential leveling
 GD0034.and adjusted by the National Geodetic Survey in June 1991..
 GD0034
 GD0034.The geoid height was determined by GEOID03.
 GD0034
 GD0034.The dynamic height is computed by dividing the NAVD 88
 GD0034.geopotential number by the normal gravity value computed on the
 GD0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0034.degrees latitude (g = 980.6199 gals.).
 GD0034
 GD0034.The modeled gravity was interpolated from observed gravity values.
 GD0034
 GD0034;                    North         East    Units  Estimated Accuracy
 GD0034;SPC KY1Z     - 1,064,020.    1,291,660.      MT  (+/- 180 meters Scaled)
 GD0034
 GD0034                          SUPERSEDED SURVEY CONTROL
 GD0034
 GD0034  NGVD 29 (??/??/??)  159.704  (m)          523.96   (f) ADJUSTED    1 2
 GD0034
 GD0034.Superseded values are not recommended for survey control.
 GD0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0034.See file dsdata.txt to determine how the superseded data were derived.
 GD0034
 GD0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF031828(NAD 83)
 GD0034_MARKER: P = PIPE CAP
 GD0034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0034_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0034_STAMPING: C 23 S 14.58 W NX USRA
 GD0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0034
 GD0034  HISTORY     - Date     Condition        Report By
 GD0034  HISTORY     - UNK      MONUMENTED       TVA
 GD0034  HISTORY     - 1947     GOOD             CGS
 GD0034  HISTORY     - 1972     MARK NOT FOUND   NGS
 GD0034
 GD0034                          STATION DESCRIPTION
 GD0034
 GD0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0034'14.3 MI NW FROM GOLDEN POND.
 GD0034'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0034'AT GOLDEN POND, THENCE 11.7 MILES NORTH ALONG THE DIVIDING RIDGE
 GD0034'ROAD, NEAR THE TRIGG-LYON COUNTY LINE, 33 FEET SOUTHWEST OF THE
 GD0034'CENTER OF THE ROAD.  A METAL CAP ON AN IRON PIPE SET IN CONCRETE.
 GD0034'NOTE-- TVA SLOPED BANKS OF HWY. 453.
 GD0034
 GD0034                          STATION RECOVERY (1972)
 GD0034
 GD0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0923 ***********************************************************************
 GZ0923  DESIGNATION -  C 230
 GZ0923  PID         -  GZ0923
 GZ0923  STATE/COUNTY-  KY/CASEY
 GZ0923  USGS QUAD   -  YOSEMITE (1979)
 GZ0923
 GZ0923                         *CURRENT SURVEY CONTROL
 GZ0923  ___________________________________________________________________
 GZ0923* NAD 83(1986)-  37 20 52.     (N)    084 49 53.     (W)     SCALED    
 GZ0923* NAVD 88     -       284.254  (meters)     932.59   (feet)  ADJUSTED  
 GZ0923  ___________________________________________________________________
 GZ0923  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GZ0923  DYNAMIC HT  -         284.030 (meters)     931.86  (feet)  COMP
 GZ0923  MODELED GRAV-     979,835.8   (mgal)                       NAVD 88
 GZ0923
 GZ0923  VERT ORDER  -  SECOND    CLASS 0
 GZ0923
 GZ0923.The horizontal coordinates were scaled from a topographic map and have
 GZ0923.an estimated accuracy of +/- 6 seconds.
 GZ0923
 GZ0923.The orthometric height was determined by differential leveling
 GZ0923.and adjusted by the National Geodetic Survey in June 1991..
 GZ0923
 GZ0923.The geoid height was determined by GEOID03.
 GZ0923
 GZ0923.The dynamic height is computed by dividing the NAVD 88
 GZ0923.geopotential number by the normal gravity value computed on the
 GZ0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0923.degrees latitude (g = 980.6199 gals.).
 GZ0923
 GZ0923.The modeled gravity was interpolated from observed gravity values.
 GZ0923
 GZ0923;                    North         East    Units  Estimated Accuracy
 GZ0923;SPC KY1Z     - 1,112,990.    1,581,390.      MT  (+/- 180 meters Scaled)
 GZ0923
 GZ0923                          SUPERSEDED SURVEY CONTROL
 GZ0923
 GZ0923  NGVD 29 (??/??/92)  284.393  (m)          933.05   (f) ADJ UNCH    2 0
 GZ0923
 GZ0923.Superseded values are not recommended for survey control.
 GZ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0923.See file dsdata.txt to determine how the superseded data were derived.
 GZ0923
 GZ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG920356(NAD 83)
 GZ0923_MARKER: DB = BENCH MARK DISK
 GZ0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0923_STAMPING: C 230 1950 933.046
 GZ0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0923+STABILITY: SURFACE MOTION
 GZ0923
 GZ0923  HISTORY     - Date     Condition        Report By
 GZ0923  HISTORY     - 1951     MONUMENTED       CGS
 GZ0923  HISTORY     - 1958     GOOD             NGS
 GZ0923
 GZ0923                          STATION DESCRIPTION
 GZ0923
 GZ0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0923'0.4 MI W FROM YOSEMITE.
 GZ0923'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF
 GZ0923'STATE HIGHWAY 198 AND POST OFFICE AT YOSEMITE, AT GREEN RIVER
 GZ0923'CHRISTIAN CHURCH AND CEMETERY, 60 1/2 FEET WEST-SOUTHWEST OF THE
 GZ0923'SOUTHWEST CORNER OF CHURCH, 138 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 GZ0923'1 FOOT NORTH OF CEMETERY FENCE, 80 FEET EAST OF THE CENTER LINE OF
 GZ0923'A SMALL ROAD LEADING SOUTH TO A FARM HOUSE, 57 FEET EAST OF
 GZ0923'NORTHWEST CORNER OF CEMETERY, 12 FEET NORTH OF THE NORTHEAST
 GZ0923'CORNER OF LARGE CARTER TOMBSTONE, ABOUT 8 FEET ABOVE THE HIGHWAY
 GZ0923'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0923
 GZ0923                          STATION RECOVERY (1958)
 GZ0923
 GZ0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2627 ***********************************************************************
 GA2627  DESIGNATION -  C 231
 GA2627  PID         -  GA2627
 GA2627  STATE/COUNTY-  KY/BELL
 GA2627  USGS QUAD   -  EAGAN (1953)
 GA2627
 GA2627                         *CURRENT SURVEY CONTROL
 GA2627  ___________________________________________________________________
 GA2627* NAD 83(1986)-  36 36 40.     (N)    083 52 38.     (W)     SCALED    
 GA2627* NAVD 88     -       513.081  (meters)    1683.33   (feet)  ADJUSTED  
 GA2627  ___________________________________________________________________
 GA2627  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GA2627  DYNAMIC HT  -         512.622 (meters)    1681.83  (feet)  COMP
 GA2627  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GA2627
 GA2627  VERT ORDER  -  SECOND    CLASS 0
 GA2627
 GA2627.The horizontal coordinates were scaled from a topographic map and have
 GA2627.an estimated accuracy of +/- 6 seconds.
 GA2627
 GA2627.The orthometric height was determined by differential leveling
 GA2627.and adjusted by the National Geodetic Survey in June 1991..
 GA2627
 GA2627.The geoid height was determined by GEOID03.
 GA2627
 GA2627.The dynamic height is computed by dividing the NAVD 88
 GA2627.geopotential number by the normal gravity value computed on the
 GA2627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2627.degrees latitude (g = 980.6199 gals.).
 GA2627
 GA2627.The modeled gravity was interpolated from observed gravity values.
 GA2627
 GA2627;                    North         East    Units  Estimated Accuracy
 GA2627;SPC KY1Z     - 1,032,510.    1,667,560.      MT  (+/- 180 meters Scaled)
 GA2627
 GA2627                          SUPERSEDED SURVEY CONTROL
 GA2627
 GA2627  NGVD 29 (??/??/92)  513.201  (m)         1683.73   (f) ADJ UNCH    2 0
 GA2627
 GA2627.Superseded values are not recommended for survey control.
 GA2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2627.See file dsdata.txt to determine how the superseded data were derived.
 GA2627
 GA2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA426555(NAD 83)
 GA2627_MARKER: DB = BENCH MARK DISK
 GA2627_SETTING: 66 = SET IN ROCK OUTCROP
 GA2627_SP_SET: ROCK OUTCROP
 GA2627_STAMPING: C 231 1951 1683.727
 GA2627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2627+STABILITY: POSITION/ELEVATION WELL
 GA2627
 GA2627  HISTORY     - Date     Condition        Report By
 GA2627  HISTORY     - 1951     MONUMENTED       CGS
 GA2627  HISTORY     - 1957     GOOD             NGS
 GA2627  HISTORY     - 1975     GOOD             NGS
 GA2627
 GA2627                          STATION DESCRIPTION
 GA2627
 GA2627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2627'1.4 MI NE FROM FONDE.
 GA2627'1.4 MILES NORTHEAST ALONG STATE HIGHWAY 74 FROM THE JUNCTION OF
 GA2627'STATE HIGHWAY 535 AT FONDE, 125 YARDS SOUTHWEST AND AROUND A
 GA2627'CURVE FROM A FRAME HOUSE PAINTED GREEN WITH WHITE TRIM, ON THE
 GA2627'NORTHEAST SIDE OF SMALL WASH, NEAR THE SITE OF A BURN BUILDING,
 GA2627'35 FEET WEST OF THE CENTER LINE OF HIGHWAY, 23 FEET NORTHWEST OF
 GA2627'THE WEST END OF A STONE CULVERT UNDER HIGHWAY, AT THE SOUTH
 GA2627'CORNER OF A CLEARED AREA THAT WAS A YARD, IN THE TOP OF A LARGE
 GA2627'ROCK OUTCROP ABOUT 2 FEET ABOVE LEVEL OF THE HIGHWAY.
 GA2627
 GA2627                          STATION RECOVERY (1975)
 GA2627
 GA2627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1123 ***********************************************************************
 GZ1123  DESIGNATION -  C 231 X
 GZ1123  PID         -  GZ1123
 GZ1123  STATE/COUNTY-  KY/PULASKI
 GZ1123  USGS QUAD   -  DELMER (1973)
 GZ1123
 GZ1123                         *CURRENT SURVEY CONTROL
 GZ1123  ___________________________________________________________________
 GZ1123* NAD 83(1986)-  37 00 48.     (N)    084 43 10.     (W)     SCALED    
 GZ1123* NAVD 88     -       282.945  (meters)     928.30   (feet)  ADJUSTED  
 GZ1123  ___________________________________________________________________
 GZ1123  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GZ1123  DYNAMIC HT  -         282.721 (meters)     927.56  (feet)  COMP
 GZ1123  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 GZ1123
 GZ1123  VERT ORDER  -  SECOND    CLASS 0
 GZ1123
 GZ1123.The horizontal coordinates were scaled from a topographic map and have
 GZ1123.an estimated accuracy of +/- 6 seconds.
 GZ1123
 GZ1123.The orthometric height was determined by differential leveling
 GZ1123.and adjusted by the National Geodetic Survey in June 1991..
 GZ1123
 GZ1123.The geoid height was determined by GEOID03.
 GZ1123
 GZ1123.The dynamic height is computed by dividing the NAVD 88
 GZ1123.geopotential number by the normal gravity value computed on the
 GZ1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1123.degrees latitude (g = 980.6199 gals.).
 GZ1123
 GZ1123.The modeled gravity was interpolated from observed gravity values.
 GZ1123
 GZ1123;                    North         East    Units  Estimated Accuracy
 GZ1123;SPC KY1Z     - 1,075,980.    1,591,720.      MT  (+/- 180 meters Scaled)
 GZ1123
 GZ1123                          SUPERSEDED SURVEY CONTROL
 GZ1123
 GZ1123  NGVD 29 (??/??/92)  283.100  (m)          928.80   (f) ADJ UNCH    2 0
 GZ1123
 GZ1123.Superseded values are not recommended for survey control.
 GZ1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1123.See file dsdata.txt to determine how the superseded data were derived.
 GZ1123
 GZ1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF028987(NAD 83)
 GZ1123_MARKER: DB = BENCH MARK DISK
 GZ1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1123_STAMPING: C 231 X 1951 928.804
 GZ1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1123+STABILITY: SURFACE MOTION
 GZ1123
 GZ1123  HISTORY     - Date     Condition        Report By
 GZ1123  HISTORY     - 1951     MONUMENTED       CGS
 GZ1123  HISTORY     - 1958     GOOD             NGS
 GZ1123  HISTORY     - 1984     GOOD             KYDT
 GZ1123
 GZ1123                          STATION DESCRIPTION
 GZ1123
 GZ1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1123'2.2 MI SE FROM DELMER.
 GZ1123'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 235 FROM THE POST
 GZ1123'OFFICE AT DELMER, THENCE ABOUT 1.0 MILE EAST ALONG A DIRT ROAD,
 GZ1123'ABOUT 0.2 MILE EAST OF A DIRT ROAD NORTH, 20 FEET SOUTH OF THE
 GZ1123'CENTER LINE OF ROAD, 112 FEET NORTHEAST OF THE NORTHEAST CORNER
 GZ1123'OF A BARN, 99 FEET EAST OF CENTER LINE OF DRIVE TO BARN, 17 1/2
 GZ1123'FEET NORTH OF A POWER POLE, 4 FEET SOUTH OF A FENCE LINE, 1 1/2
 GZ1123'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE
 GZ1123'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1123
 GZ1123                          STATION RECOVERY (1958)
 GZ1123
 GZ1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1123'RECOVERED IN GOOD CONDITION.
 GZ1123
 GZ1123                          STATION RECOVERY (1984)
 GZ1123
 GZ1123'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1241 ***********************************************************************
 GB1241  DESIGNATION -  C 232
 GB1241  PID         -  GB1241
 GB1241  STATE/COUNTY-  KY/WAYNE
 GB1241  USGS QUAD   -  FRAZER (1982)
 GB1241
 GB1241                         *CURRENT SURVEY CONTROL
 GB1241  ___________________________________________________________________
 GB1241* NAD 83(1986)-  36 55 02.     (N)    084 39 11.     (W)     SCALED    
 GB1241* NAVD 88     -       252.805  (meters)     829.41   (feet)  ADJUSTED  
 GB1241  ___________________________________________________________________
 GB1241  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 GB1241  DYNAMIC HT  -         252.606 (meters)     828.76  (feet)  COMP
 GB1241  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GB1241
 GB1241  VERT ORDER  -  SECOND    CLASS 0
 GB1241
 GB1241.The horizontal coordinates were scaled from a topographic map and have
 GB1241.an estimated accuracy of +/- 6 seconds.
 GB1241
 GB1241.The orthometric height was determined by differential leveling
 GB1241.and adjusted by the National Geodetic Survey in June 1991..
 GB1241
 GB1241.The geoid height was determined by GEOID03.
 GB1241
 GB1241.The dynamic height is computed by dividing the NAVD 88
 GB1241.geopotential number by the normal gravity value computed on the
 GB1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1241.degrees latitude (g = 980.6199 gals.).
 GB1241
 GB1241.The modeled gravity was interpolated from observed gravity values.
 GB1241
 GB1241;                    North         East    Units  Estimated Accuracy
 GB1241;SPC KY1Z     - 1,065,380.    1,597,750.      MT  (+/- 180 meters Scaled)
 GB1241
 GB1241                          SUPERSEDED SURVEY CONTROL
 GB1241
 GB1241  NGVD 29 (??/??/92)  252.967  (m)          829.94   (f) ADJ UNCH    2 0
 GB1241
 GB1241.Superseded values are not recommended for survey control.
 GB1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1241.See file dsdata.txt to determine how the superseded data were derived.
 GB1241
 GB1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF090882(NAD 83)
 GB1241_MARKER: DB = BENCH MARK DISK
 GB1241_SETTING: 66 = SET IN ROCK OUTCROP
 GB1241_SP_SET: ROCK OUTCROP
 GB1241_STAMPING: C 232 1951 829.943
 GB1241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1241+STABILITY: POSITION/ELEVATION WELL
 GB1241
 GB1241  HISTORY     - Date     Condition        Report By
 GB1241  HISTORY     - 1951     MONUMENTED       CGS
 GB1241  HISTORY     - 1957     GOOD             NGS
 GB1241
 GB1241                          STATION DESCRIPTION
 GB1241
 GB1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1241'0.4 MI NW FROM KIDDER.
 GB1241'ABOUT 0.35 MILE NORTHWEST ALONG A ROUGH ROCK ROAD FROM THE
 GB1241'POST OFFICE AT KIDDER, ABOUT 0.15 MILE NORTHWEST OF A BRIDGE
 GB1241'OVER CEDAR SINKING CREEK, AT THE JUNCTION OF A NARROW ROCKY
 GB1241'ROAD WEST, SET IN THE TOP OF AN OUTCROP OF LIMESTONE ABOUT
 GB1241'10 BY 5 FEET, 37 FEET EAST OF THE CENTER LINE OF ROAD, 41 FEET
 GB1241'SOUTHEAST OF CENTER OF JUNCTION, 72 FEET NORTHEAST AND ACROSS
 GB1241'ROAD FROM THE NORTHEAST CORNER OF A SMALL CONCRETE BLOCK BUILDING,
 GB1241'99 FEET NORTHEAST OF A FENCE CORNER, 19 FEET EAST OF A FENCE
 GB1241'LINE, AND ABOUT 3 FEET BELOW THE ROAD.
 GB1241
 GB1241                          STATION RECOVERY (1957)
 GB1241
 GB1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1133 ***********************************************************************
 GB1133  DESIGNATION -  C 233
 GB1133  PID         -  GB1133
 GB1133  STATE/COUNTY-  KY/WAYNE
 GB1133  USGS QUAD   -  MONTICELLO (1977)
 GB1133
 GB1133                         *CURRENT SURVEY CONTROL
 GB1133  ___________________________________________________________________
 GB1133* NAD 83(1986)-  36 51 12.     (N)    084 46 30.     (W)     SCALED    
 GB1133* NAVD 88     -       408.856  (meters)    1341.39   (feet)  ADJUSTED  
 GB1133  ___________________________________________________________________
 GB1133  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GB1133  DYNAMIC HT  -         408.527 (meters)    1340.31  (feet)  COMP
 GB1133  MODELED GRAV-     979,812.3   (mgal)                       NAVD 88
 GB1133
 GB1133  VERT ORDER  -  SECOND    CLASS 0
 GB1133
 GB1133.The horizontal coordinates were scaled from a topographic map and have
 GB1133.an estimated accuracy of +/- 6 seconds.
 GB1133
 GB1133.The orthometric height was determined by differential leveling
 GB1133.and adjusted by the National Geodetic Survey in June 1991..
 GB1133
 GB1133.The geoid height was determined by GEOID03.
 GB1133
 GB1133.The dynamic height is computed by dividing the NAVD 88
 GB1133.geopotential number by the normal gravity value computed on the
 GB1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1133.degrees latitude (g = 980.6199 gals.).
 GB1133
 GB1133.The modeled gravity was interpolated from observed gravity values.
 GB1133
 GB1133;                    North         East    Units  Estimated Accuracy
 GB1133;SPC KY1Z     - 1,058,170.    1,586,960.      MT  (+/- 180 meters Scaled)
 GB1133
 GB1133                          SUPERSEDED SURVEY CONTROL
 GB1133
 GB1133  NGVD 29 (??/??/92)  409.005  (m)         1341.88   (f) ADJ UNCH    2 0
 GB1133
 GB1133.Superseded values are not recommended for survey control.
 GB1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1133.See file dsdata.txt to determine how the superseded data were derived.
 GB1133
 GB1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF983809(NAD 83)
 GB1133_MARKER: DB = BENCH MARK DISK
 GB1133_SETTING: 66 = SET IN ROCK OUTCROP
 GB1133_SP_SET: ROCK LEDGE
 GB1133_STAMPING: C 233 1951 1341.877
 GB1133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1133+STABILITY: POSITION/ELEVATION WELL
 GB1133
 GB1133  HISTORY     - Date     Condition        Report By
 GB1133  HISTORY     - 1951     MONUMENTED       CGS
 GB1133  HISTORY     - 1957     GOOD             NGS
 GB1133
 GB1133                          STATION DESCRIPTION
 GB1133
 GB1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1133'0.6 MI W FROM SPANN.
 GB1133'ABOUT 0.45 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GB1133'SPANN, THENCE ABOUT 0.2 MILE NORTHWEST ALONG A DIRT ROAD, ABOUT 0.2
 GB1133'MILE NORTHWEST OF JOHN DENNEYS STORE AND ROAD JUNCTION, SET IN
 GB1133'THE TOP OF AN OUTCROPPING SAND STONE LEDGE ABOUT 11 FEET LONG,
 GB1133'17 FEET NORTHEAST OF THE CENTER LINE OF ROAD, 51 1/2 FEET NORTH
 GB1133'AND ACROSS THE ROAD FROM A FENCE CORNER, 30 1/2 FEET NORTHEAST AND
 GB1133'ACROSS THE ROAD FROM A POWER POLE, 1 1/2 FEET SOUTHEAST OF THE
 GB1133'NORTHWEST EDGE OF OUTCROP, 2 1/2 FEET SOUTHEAST OF A 10-INCH
 GB1133'TRIANGLE CHISELED IN VERTICAL FACE OF LEDGE, AND ABOUT 4 1/2 FEET
 GB1133'ABOVE THE ROAD.
 GB1133
 GB1133                          STATION RECOVERY (1957)
 GB1133
 GB1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1180 ***********************************************************************
 GB1180  DESIGNATION -  C 234
 GB1180  PID         -  GB1180
 GB1180  STATE/COUNTY-  KY/WAYNE
 GB1180  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1180
 GB1180                         *CURRENT SURVEY CONTROL
 GB1180  ___________________________________________________________________
 GB1180* NAD 83(1986)-  36 44 19.     (N)    084 51 15.     (W)     SCALED    
 GB1180* NAVD 88     -       298.277  (meters)     978.60   (feet)  ADJUSTED  
 GB1180  ___________________________________________________________________
 GB1180  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB1180  DYNAMIC HT  -         298.029 (meters)     977.78  (feet)  COMP
 GB1180  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 GB1180
 GB1180  VERT ORDER  -  SECOND    CLASS 0
 GB1180
 GB1180.The horizontal coordinates were scaled from a topographic map and have
 GB1180.an estimated accuracy of +/- 6 seconds.
 GB1180
 GB1180.The orthometric height was determined by differential leveling
 GB1180.and adjusted by the National Geodetic Survey in June 1991..
 GB1180
 GB1180.The geoid height was determined by GEOID03.
 GB1180
 GB1180.The dynamic height is computed by dividing the NAVD 88
 GB1180.geopotential number by the normal gravity value computed on the
 GB1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1180.degrees latitude (g = 980.6199 gals.).
 GB1180
 GB1180.The modeled gravity was interpolated from observed gravity values.
 GB1180
 GB1180;                    North         East    Units  Estimated Accuracy
 GB1180;SPC KY1Z     - 1,045,370.    1,580,020.      MT  (+/- 180 meters Scaled)
 GB1180
 GB1180                          SUPERSEDED SURVEY CONTROL
 GB1180
 GB1180  NGVD 29 (??/??/92)  298.413  (m)          979.04   (f) ADJ UNCH    2 0
 GB1180
 GB1180.Superseded values are not recommended for survey control.
 GB1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1180.See file dsdata.txt to determine how the superseded data were derived.
 GB1180
 GB1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF915680(NAD 83)
 GB1180_MARKER: DB = BENCH MARK DISK
 GB1180_SETTING: 66 = SET IN ROCK OUTCROP
 GB1180_SP_SET: ROCK OUTCROP
 GB1180_STAMPING: C 234 1951 979.043
 GB1180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1180+STABILITY: POSITION/ELEVATION WELL
 GB1180
 GB1180  HISTORY     - Date     Condition        Report By
 GB1180  HISTORY     - 1951     MONUMENTED       CGS
 GB1180  HISTORY     - 1957     POOR             NGS
 GB1180
 GB1180                          STATION DESCRIPTION
 GB1180
 GB1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1180'1.8 MI S FROM SUMPTER.
 GB1180'ABOUT 1.75 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AND
 GB1180'ROAD JUNCTION AT SUMPTER, SET IN THE TOP OF AN OUTCROP OF
 GB1180'LIMESTONE PROJECTING OUT OF CUT BANK, 22 FEET EAST OF CENTER
 GB1180'LINE OF ROAD, 390 FEET SOUTH OF CENTER OF JUNCTION OF A DRIVE
 GB1180'NORTHWEST TO A 2-STORY RED BRICK HOUSE, 25 FEET NORTH OF NORTH
 GB1180'END OF EAST HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER ROAD,
 GB1180'7 1/2 FEET SOUTH OF A 10-INCH TRIANGLE CHISELED IN VERTICAL FACE
 GB1180'OF CUT AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 GB1180
 GB1180                          STATION RECOVERY (1957)
 GB1180
 GB1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1180'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1274 ***********************************************************************
 GB1274  DESIGNATION -  C 235
 GB1274  PID         -  GB1274
 GB1274  STATE/COUNTY-  KY/WAYNE
 GB1274  USGS QUAD   -  COOPERSVILLE (1983)
 GB1274
 GB1274                         *CURRENT SURVEY CONTROL
 GB1274  ___________________________________________________________________
 GB1274* NAD 83(1986)-  36 45 11.     (N)    084 42 10.     (W)     SCALED    
 GB1274* NAVD 88     -       267.130  (meters)     876.41   (feet)  ADJUSTED  
 GB1274  ___________________________________________________________________
 GB1274  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB1274  DYNAMIC HT  -         266.917 (meters)     875.71  (feet)  COMP
 GB1274  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 GB1274
 GB1274  VERT ORDER  -  SECOND    CLASS 0
 GB1274
 GB1274.The horizontal coordinates were scaled from a topographic map and have
 GB1274.an estimated accuracy of +/- 6 seconds.
 GB1274
 GB1274.The orthometric height was determined by differential leveling
 GB1274.and adjusted by the National Geodetic Survey in June 1991..
 GB1274
 GB1274.The geoid height was determined by GEOID03.
 GB1274
 GB1274.The dynamic height is computed by dividing the NAVD 88
 GB1274.geopotential number by the normal gravity value computed on the
 GB1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1274.degrees latitude (g = 980.6199 gals.).
 GB1274
 GB1274.The modeled gravity was interpolated from observed gravity values.
 GB1274
 GB1274;                    North         East    Units  Estimated Accuracy
 GB1274;SPC KY1Z     - 1,047,110.    1,593,520.      MT  (+/- 180 meters Scaled)
 GB1274
 GB1274                          SUPERSEDED SURVEY CONTROL
 GB1274
 GB1274  NGVD 29 (??/??/92)  267.276  (m)          876.89   (f) ADJ UNCH    2 0
 GB1274
 GB1274.Superseded values are not recommended for survey control.
 GB1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1274.See file dsdata.txt to determine how the superseded data were derived.
 GB1274
 GB1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF050699(NAD 83)
 GB1274_MARKER: DB = BENCH MARK DISK
 GB1274_SETTING: 66 = SET IN ROCK OUTCROP
 GB1274_SP_SET: ROCK OUTCROP
 GB1274_STAMPING: C 235 1951 876.888
 GB1274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1274+STABILITY: POSITION/ELEVATION WELL
 GB1274
 GB1274  HISTORY     - Date     Condition        Report By
 GB1274  HISTORY     - 1951     MONUMENTED       CGS
 GB1274  HISTORY     - 1957     GOOD             NGS
 GB1274
 GB1274                          STATION DESCRIPTION
 GB1274
 GB1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1274'2.4 MI E FROM COOPERSVILLE.
 GB1274'ABOUT 2.45 MILES EAST ALONG STATE HIGHWAY 92 FROM THE POST
 GB1274'OFFICE AT COOPERSVILLE, ABOUT 0.7 MILE EAST OF ROCKYBRANCH SCHOOL
 GB1274'BUILDING, ABOUT 0.4 MILE SOUTHWEST OF CROSSING OF A POWER
 GB1274'TRANSMISSION LINE, NEAR THE EAST END OF A CURVE WITH TANGENTS
 GB1274'EXTENDING SOUTHWEST AND EAST, IN THE TOP OF AN OUTCROP OF LIMESTONE
 GB1274'ABOUT 14 BY 7 FEET, 50 FEET NORTH OF CENTER LINE OF HIGHWAY,
 GB1274'116 FEET WEST-NORTHWEST OF CENTER OF JUNCTION OF A ROAD SOUTHEAST,
 GB1274'24 FEET WEST OF A SLASH BLAZED 6-INCH MAPLE TREE, 7 1/2 FEET EAST
 GB1274'OF A TRIANGULAR BLAZED 8-INCH OAK TREE, AND ABOUT 1 FOOT
 GB1274'ABOVE LEVEL OF HIGHWAY.  NOTE-- THE MARK IS ALSO 150 YARDS EAST
 GB1274'OF A HOUSE WITH IMITATION-STONE SIDING, AND 100 FEET EAST OF A
 GB1274'RAVINE TO THE NORTH.
 GB1274
 GB1274                          STATION RECOVERY (1957)
 GB1274
 GB1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0952 ***********************************************************************
 GZ0952  DESIGNATION -  C 236 RESET
 GZ0952  PID         -  GZ0952
 GZ0952  STATE/COUNTY-  KY/CASEY
 GZ0952  USGS QUAD   -  PHIL (1953)
 GZ0952
 GZ0952                         *CURRENT SURVEY CONTROL
 GZ0952  ___________________________________________________________________
 GZ0952* NAD 83(1986)-  37 12 47.     (N)    084 58 23.     (W)     SCALED    
 GZ0952* NAVD 88     -       231.25   (meters)     758.7    (feet)  RESET     
 GZ0952  ___________________________________________________________________
 GZ0952  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GZ0952
 GZ0952  VERT ORDER  -  THIRD
 GZ0952
 GZ0952.The horizontal coordinates were scaled from a topographic map and have
 GZ0952.an estimated accuracy of +/- 6 seconds.
 GZ0952
 GZ0952.The orthometric height was computed from unverified reset data.
 GZ0952.No vertical observational check was made to the station.
 GZ0952
 GZ0952.The geoid height was determined by GEOID03.
 GZ0952
 GZ0952;                    North         East    Units  Estimated Accuracy
 GZ0952;SPC KY1Z     - 1,097,920.    1,568,960.      MT  (+/- 180 meters Scaled)
 GZ0952
 GZ0952                          SUPERSEDED SURVEY CONTROL
 GZ0952
 GZ0952  NGVD 29 (10/08/05)  231.39   (m)          759.2    (f) RESET       3  
 GZ0952
 GZ0952.Superseded values are not recommended for survey control.
 GZ0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0952.See file dsdata.txt to determine how the superseded data were derived.
 GZ0952
 GZ0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG798204(NAD 83)
 GZ0952_MARKER: DD = SURVEY DISK
 GZ0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0952_STAMPING: C 236 RESET 1954
 GZ0952_MARK LOGO: CGS   
 GZ0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0952+STABILITY: SURFACE MOTION
 GZ0952
 GZ0952  HISTORY     - Date     Condition        Report By
 GZ0952  HISTORY     - 1954     MONUMENTED       KYHD
 GZ0952  HISTORY     - 1958     MARK NOT FOUND   KYHD
 GZ0952  HISTORY     - 1958     MARK NOT FOUND   CGS
 GZ0952
 GZ0952                          STATION DESCRIPTION
 GZ0952
 GZ0952'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1958
 GZ0952'MARK NOT FOUND.
 GZ0952
 GZ0952                          STATION RECOVERY (1958)
 GZ0952
 GZ0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GZ0952'1.2 MI SW FROM PHIL.
 GZ0952'33 FEET NORTHWEST OF THE ORIGINAL LOCATION OF BENCH MARK C 236
 GZ0952'DESCRIBED AS FOLLOWS-- 0.4 MILE WEST ALONG A BLACK-TOP ROAD FROM
 GZ0952'THE POST OFFICE AND ROAD JUNCTION AT PHIL, CASEY COUNTY, THENCE
 GZ0952'0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 35, 185 YARDS SOUTHWEST
 GZ0952'OF THE SOUTHWEST END OF A NARROW STEEL BRIDGE OVER A CREEK, 16
 GZ0952'YARDS WEST OF THE TOP OF A GRADE, 28.5 FEET SOUTHWEST OF A
 GZ0952'TELEPHONE POLE, 20 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GZ0952'2 FEET SOUTH OF THE SOUTHWEST GATEPOST OF A PASTURE GATE, 1 FOOT
 GZ0952'SOUTHEAST OF A FENCE LINE, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 GZ0952'DISK, STAMPED---C 236 RESET 1954---,
 GZ0952'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1633 ***********************************************************************
 GZ1633  DESIGNATION -  C 237
 GZ1633  PID         -  GZ1633
 GZ1633  STATE/COUNTY-  KY/CASEY
 GZ1633  USGS QUAD   -  CLEMENTSVILLE (1987)
 GZ1633
 GZ1633                         *CURRENT SURVEY CONTROL
 GZ1633  ___________________________________________________________________
 GZ1633* NAD 83(1986)-  37 20 21.     (N)    085 05 41.     (W)     SCALED    
 GZ1633* NAVD 88     -       313.616  (meters)    1028.92   (feet)  ADJUSTED  
 GZ1633  ___________________________________________________________________
 GZ1633  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GZ1633  DYNAMIC HT  -         313.366 (meters)    1028.10  (feet)  COMP
 GZ1633  MODELED GRAV-     979,824.1   (mgal)                       NAVD 88
 GZ1633
 GZ1633  VERT ORDER  -  SECOND    CLASS 0
 GZ1633
 GZ1633.The horizontal coordinates were scaled from a topographic map and have
 GZ1633.an estimated accuracy of +/- 6 seconds.
 GZ1633
 GZ1633.The orthometric height was determined by differential leveling
 GZ1633.and adjusted by the National Geodetic Survey in June 1991..
 GZ1633
 GZ1633.The geoid height was determined by GEOID03.
 GZ1633
 GZ1633.The dynamic height is computed by dividing the NAVD 88
 GZ1633.geopotential number by the normal gravity value computed on the
 GZ1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1633.degrees latitude (g = 980.6199 gals.).
 GZ1633
 GZ1633.The modeled gravity was interpolated from observed gravity values.
 GZ1633
 GZ1633;                    North         East    Units  Estimated Accuracy
 GZ1633;SPC KY1Z     - 1,111,840.    1,558,060.      MT  (+/- 180 meters Scaled)
 GZ1633
 GZ1633                          SUPERSEDED SURVEY CONTROL
 GZ1633
 GZ1633  NGVD 29 (??/??/92)  313.754  (m)         1029.37   (f) ADJ UNCH    2 0
 GZ1633
 GZ1633.Superseded values are not recommended for survey control.
 GZ1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1633.See file dsdata.txt to determine how the superseded data were derived.
 GZ1633
 GZ1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG687342(NAD 83)
 GZ1633_MARKER: DB = BENCH MARK DISK
 GZ1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1633_STAMPING: C 237 1951 1029.375
 GZ1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1633+STABILITY: SURFACE MOTION
 GZ1633
 GZ1633  HISTORY     - Date     Condition        Report By
 GZ1633  HISTORY     - 1951     MONUMENTED       CGS
 GZ1633  HISTORY     - 1958     GOOD             NGS
 GZ1633
 GZ1633                          STATION DESCRIPTION
 GZ1633
 GZ1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1633'4.4 MI N FROM CLEMENTSVILLE.
 GZ1633'ABOUT 1.9 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST
 GZ1633'OFFICE AT CLEMENTSVILLE, THENCE ABOUT 2.5 MILES NORTHEAST ALONG
 GZ1633'A GRAVEL ROAD, ABOUT 0.1 MILE SOUTHWEST OF THE JUNCTION OF A ROAD
 GZ1633'LEADING SOUTHEAST TO GUM LICK SCHOOL, ABOUT 1.0 MILE SOUTHWEST
 GZ1633'OF NOEL CHAPEL SCHOOL, AT THE JUNCTION OF A ROAD WEST, 56 FEET
 GZ1633'NORTHWEST OF THE CENTER LINE OF MAIN ROAD, 18 FEET NORTH OF
 GZ1633'NORTH LEG OF ROAD WEST, 7 FEET EAST OF A 22-INCH OAK TREE, 2
 GZ1633'FEET SOUTH OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 GZ1633'WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 GZ1633'A CONCRETE POST PROJECTING 2 INCHES.
 GZ1633
 GZ1633                          STATION RECOVERY (1958)
 GZ1633
 GZ1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1700 ***********************************************************************
 GZ1700  DESIGNATION -  C 238
 GZ1700  PID         -  GZ1700
 GZ1700  STATE/COUNTY-  KY/ADAIR
 GZ1700  USGS QUAD   -  MONTPELIER (1976)
 GZ1700
 GZ1700                         *CURRENT SURVEY CONTROL
 GZ1700  ___________________________________________________________________
 GZ1700* NAD 83(1986)-  37 06 25.     (N)    085 11 42.     (W)     SCALED    
 GZ1700* NAVD 88     -       295.346  (meters)     968.98   (feet)  ADJUSTED  
 GZ1700  ___________________________________________________________________
 GZ1700  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GZ1700  DYNAMIC HT  -         295.109 (meters)     968.20  (feet)  COMP
 GZ1700  MODELED GRAV-     979,819.0   (mgal)                       NAVD 88
 GZ1700
 GZ1700  VERT ORDER  -  SECOND    CLASS 0
 GZ1700
 GZ1700.The horizontal coordinates were scaled from a topographic map and have
 GZ1700.an estimated accuracy of +/- 6 seconds.
 GZ1700
 GZ1700.The orthometric height was determined by differential leveling
 GZ1700.and adjusted by the National Geodetic Survey in June 1991..
 GZ1700
 GZ1700.The geoid height was determined by GEOID03.
 GZ1700
 GZ1700.The dynamic height is computed by dividing the NAVD 88
 GZ1700.geopotential number by the normal gravity value computed on the
 GZ1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1700.degrees latitude (g = 980.6199 gals.).
 GZ1700
 GZ1700.The modeled gravity was interpolated from observed gravity values.
 GZ1700
 GZ1700;                    North         East    Units  Estimated Accuracy
 GZ1700;SPC KY1Z     - 1,086,010.    1,549,330.      MT  (+/- 180 meters Scaled)
 GZ1700
 GZ1700                          SUPERSEDED SURVEY CONTROL
 GZ1700
 GZ1700  NGVD 29 (??/??/92)  295.493  (m)          969.46   (f) ADJ UNCH    2 0
 GZ1700
 GZ1700.Superseded values are not recommended for survey control.
 GZ1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1700.See file dsdata.txt to determine how the superseded data were derived.
 GZ1700
 GZ1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG603082(NAD 83)
 GZ1700_MARKER: DB = BENCH MARK DISK
 GZ1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1700_STAMPING: C 238 1951 969.463
 GZ1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1700+STABILITY: SURFACE MOTION
 GZ1700
 GZ1700  HISTORY     - Date     Condition        Report By
 GZ1700  HISTORY     - 1951     MONUMENTED       CGS
 GZ1700  HISTORY     - 1958     GOOD             NGS
 GZ1700  HISTORY     - 20050823 MARK NOT FOUND   KYTC
 GZ1700
 GZ1700                          STATION DESCRIPTION
 GZ1700
 GZ1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1700'AT OAK GROVE.
 GZ1700'AT OAK GROVE, AT THE CHURCH AND SCHOOL AND CROSSROADS, 111 FEET
 GZ1700'WEST OF THE WEST CORNER OF SCHOOL BUILDING, 156 FEET NORTH AND
 GZ1700'ACROSS ROAD LEADING SOUTHEAST FROM THE NORTH CORNER OF OAK GROVE
 GZ1700'CHURCH OF GOD, 51 FEET NORTHEAST OF THE CENTER LINE OF ROAD
 GZ1700'SOUTHEAST, 56 FEET EAST OF THE CENTER LINE OF NORTH-SOUTH ROAD,
 GZ1700'ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GZ1700'POST PROJECTING 2 INCHES.
 GZ1700
 GZ1700                          STATION RECOVERY (1958)
 GZ1700
 GZ1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1700'RECOVERED IN GOOD CONDITION.
 GZ1700
 GZ1700                          STATION RECOVERY (2005)
 GZ1700
 GZ1700'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1700'THERE IS A 1 STORY BRICK HOUSE WITH LANDSCAPED LAWN AT THIS LOCATION,
 GZ1700'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1467 ***********************************************************************
 GB1467  DESIGNATION -  C 239
 GB1467  PID         -  GB1467
 GB1467  STATE/COUNTY-  KY/RUSSELL
 GB1467  USGS QUAD   -  JAMESTOWN (1978)
 GB1467
 GB1467                         *CURRENT SURVEY CONTROL
 GB1467  ___________________________________________________________________
 GB1467* NAD 83(1986)-  36 59 32.     (N)    085 04 09.     (W)     SCALED    
 GB1467* NAVD 88     -       300.785  (meters)     986.83   (feet)  ADJUSTED  
 GB1467  ___________________________________________________________________
 GB1467  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GB1467  DYNAMIC HT  -         300.535 (meters)     986.01  (feet)  COMP
 GB1467  MODELED GRAV-     979,792.5   (mgal)                       NAVD 88
 GB1467
 GB1467  VERT ORDER  -  SECOND    CLASS 0
 GB1467
 GB1467.The horizontal coordinates were scaled from a topographic map and have
 GB1467.an estimated accuracy of +/- 6 seconds.
 GB1467
 GB1467.The orthometric height was determined by differential leveling
 GB1467.and adjusted by the National Geodetic Survey in June 1991..
 GB1467
 GB1467.The geoid height was determined by GEOID03.
 GB1467
 GB1467.The dynamic height is computed by dividing the NAVD 88
 GB1467.geopotential number by the normal gravity value computed on the
 GB1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1467.degrees latitude (g = 980.6199 gals.).
 GB1467
 GB1467.The modeled gravity was interpolated from observed gravity values.
 GB1467
 GB1467;                    North         East    Units  Estimated Accuracy
 GB1467;SPC KY1Z     - 1,073,350.    1,560,610.      MT  (+/- 180 meters Scaled)
 GB1467
 GB1467                          SUPERSEDED SURVEY CONTROL
 GB1467
 GB1467  NGVD 29 (??/??/92)  300.926  (m)          987.29   (f) ADJ UNCH    2 0
 GB1467
 GB1467.Superseded values are not recommended for survey control.
 GB1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1467.See file dsdata.txt to determine how the superseded data were derived.
 GB1467
 GB1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF718957(NAD 83)
 GB1467_MARKER: DB = BENCH MARK DISK
 GB1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1467_STAMPING: C 239 1951 987.288
 GB1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1467+STABILITY: SURFACE MOTION
 GB1467
 GB1467  HISTORY     - Date     Condition        Report By
 GB1467  HISTORY     - 1951     MONUMENTED       CGS
 GB1467  HISTORY     - 1958     GOOD             NGS
 GB1467  HISTORY     - 20040309 MARK NOT FOUND   KYDT
 GB1467
 GB1467                          STATION DESCRIPTION
 GB1467
 GB1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB1467'0.6 MI N FROM JAMESTOWN.
 GB1467'0.6 MILE NORTH ALONG STATE HIGHWAY 35 FROM THE COURT HOUSE AT
 GB1467'JAMESTOWN, AT THE NORTH CITY LIMITS, 0.1 MILE NORTHWEST OF A
 GB1467'SMALL CROSSROAD, ABOUT 80 YARDS SOUTHEAST OF THE CITY LIMITS
 GB1467'SIGN, ABOUT 33 YARDS NORTHWEST OF KNIGHTS GROCERY, 35 FEET WEST
 GB1467'OF THE WEST CORNER OF A HOUSE, 2 FEET SOUTHWEST OF A FENCE
 GB1467'CORNER, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 GB1467
 GB1467                          STATION RECOVERY (2004)
 GB1467
 GB1467'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1467'THIS MARK, IF STILL HERE THEN, WOULD HAVE BEEN DESTROYED WHEN US 127
 GB1467'REBUILT THRU AREA BACK IN LATE 1980'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0035 ***********************************************************************
 GD0035  DESIGNATION -  C 24 TVA
 GD0035  PID         -  GD0035
 GD0035  STATE/COUNTY-  KY/TRIGG
 GD0035  USGS QUAD   -  MONT (1986)
 GD0035
 GD0035                         *CURRENT SURVEY CONTROL
 GD0035  ___________________________________________________________________
 GD0035* NAD 83(1986)-  36 53 09.     (N)    088 05 15.     (W)     SCALED    
 GD0035* NAVD 88     -       158.935  (meters)     521.44   (feet)  ADJUSTED  
 GD0035  ___________________________________________________________________
 GD0035  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0035  DYNAMIC HT  -         158.813 (meters)     521.04  (feet)  COMP
 GD0035  MODELED GRAV-     979,856.5   (mgal)                       NAVD 88
 GD0035
 GD0035  VERT ORDER  -  FIRST     CLASS II
 GD0035
 GD0035.The horizontal coordinates were scaled from a topographic map and have
 GD0035.an estimated accuracy of +/- 6 seconds.
 GD0035
 GD0035.The orthometric height was determined by differential leveling
 GD0035.and adjusted by the National Geodetic Survey in June 1991..
 GD0035
 GD0035.The geoid height was determined by GEOID03.
 GD0035
 GD0035.The dynamic height is computed by dividing the NAVD 88
 GD0035.geopotential number by the normal gravity value computed on the
 GD0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0035.degrees latitude (g = 980.6199 gals.).
 GD0035
 GD0035.The modeled gravity was interpolated from observed gravity values.
 GD0035
 GD0035;                    North         East    Units  Estimated Accuracy
 GD0035;SPC KY1Z     - 1,063,930.    1,291,640.      MT  (+/- 180 meters Scaled)
 GD0035
 GD0035                          SUPERSEDED SURVEY CONTROL
 GD0035
 GD0035  NGVD 29 (??/??/??)  159.004  (m)          521.67   (f) ADJUSTED    1 2
 GD0035
 GD0035.Superseded values are not recommended for survey control.
 GD0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0035.See file dsdata.txt to determine how the superseded data were derived.
 GD0035
 GD0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF030827(NAD 83)
 GD0035_MARKER: Z = SEE DESCRIPTION
 GD0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0035_STAMPING: USRA NX C24 N 14 58 E
 GD0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0035+STABILITY: SURFACE MOTION
 GD0035
 GD0035  HISTORY     - Date     Condition        Report By
 GD0035  HISTORY     - UNK      MONUMENTED       TVA
 GD0035  HISTORY     - 1946     GOOD             CGS
 GD0035  HISTORY     - 1972     GOOD             NGS
 GD0035
 GD0035                          STATION DESCRIPTION
 GD0035
 GD0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0035'14.2 MI NW FROM GOLDEN POND.
 GD0035'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0035'AT GOLDEN POND, THENCE ABOUT 11.6 MILES NORTH ALONG THE DIVIDING
 GD0035'RIDGE ROAD, NEAR THE TRIGG-LYON COUNTY LINE, 28 FEET EAST OF THE
 GD0035'CENTER LINE OF THE ROAD, 42 FEET SOUTHEAST OF THE TOP OF A
 GD0035'GRADE, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 30.5 FEET
 GD0035'NORTHEAST OF A TELEPHONE POLE, 8 FEET SOUTHWEST OF A BLAZED 16
 GD0035'INCH OAK TREE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 GD0035'CONCRETE POST PROJECTING 5 INCHES.  TRAVEL HWY. 453 N FROM HWY.
 GD0035'68 FOR 7.2 MI TURN LEFT ON GRAVEL ROAD, GO 1.95 MI TO STATION
 GD0035'ON RIGHT SIDE OF OLD GRAVE RD. AND LEFT SIDE OF NEW GRAVEL
 GD0035'CUT-OFF RD. TO NEW HWY. 453.  MONUMENT IS 28 E OF CENTERLINE
 GD0035'OF OLD RD., 101 N OF POST AND SURVEY MARKER SIGN SET AT MONUMENT.
 GD0035
 GD0035                          STATION RECOVERY (1972)
 GD0035
 GD0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1506 ***********************************************************************
 GZ1506  DESIGNATION -  C 242
 GZ1506  PID         -  GZ1506
 GZ1506  STATE/COUNTY-  KY/ADAIR
 GZ1506  USGS QUAD   -  GRADYVILLE (1973)
 GZ1506
 GZ1506                         *CURRENT SURVEY CONTROL
 GZ1506  ___________________________________________________________________
 GZ1506* NAD 83(1986)-  37 03 49.     (N)    085 25 18.     (W)     SCALED    
 GZ1506* NAVD 88     -       216.991  (meters)     711.91   (feet)  ADJUSTED  
 GZ1506  ___________________________________________________________________
 GZ1506  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GZ1506  DYNAMIC HT  -         216.818 (meters)     711.34  (feet)  COMP
 GZ1506  MODELED GRAV-     979,826.5   (mgal)                       NAVD 88
 GZ1506
 GZ1506  VERT ORDER  -  FIRST     CLASS I
 GZ1506
 GZ1506.The horizontal coordinates were scaled from a topographic map and have
 GZ1506.an estimated accuracy of +/- 6 seconds.
 GZ1506
 GZ1506.The orthometric height was determined by differential leveling
 GZ1506.and adjusted by the National Geodetic Survey in June 1991..
 GZ1506
 GZ1506.The geoid height was determined by GEOID03.
 GZ1506
 GZ1506.The dynamic height is computed by dividing the NAVD 88
 GZ1506.geopotential number by the normal gravity value computed on the
 GZ1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1506.degrees latitude (g = 980.6199 gals.).
 GZ1506
 GZ1506.The modeled gravity was interpolated from observed gravity values.
 GZ1506
 GZ1506;                    North         East    Units  Estimated Accuracy
 GZ1506;SPC KY1Z     - 1,081,100.    1,529,200.      MT  (+/- 180 meters Scaled)
 GZ1506
 GZ1506                          SUPERSEDED SURVEY CONTROL
 GZ1506
 GZ1506  NGVD 29 (??/??/92)  217.147  (m)          712.42   (f) ADJ UNCH    1 1
 GZ1506
 GZ1506.Superseded values are not recommended for survey control.
 GZ1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1506.See file dsdata.txt to determine how the superseded data were derived.
 GZ1506
 GZ1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG403030(NAD 83)
 GZ1506_MARKER: DB = BENCH MARK DISK
 GZ1506_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ1506_SP_SET: CULVERT HEADWALL
 GZ1506_STAMPING: C 242 1951 712.240
 GZ1506_MARK LOGO: CGS   
 GZ1506_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1506+STABILITY: SURFACE MOTION
 GZ1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1506+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 GZ1506
 GZ1506  HISTORY     - Date     Condition        Report By
 GZ1506  HISTORY     - 1951     MONUMENTED       CGS
 GZ1506  HISTORY     - 1968     GOOD             NGS
 GZ1506  HISTORY     - 19931101 GOOD             KYDT
 GZ1506  HISTORY     - 20050824 GOOD             KYTC
 GZ1506
 GZ1506                          STATION DESCRIPTION
 GZ1506
 GZ1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1506'7.8 MI SW FROM COLUMBIA.
 GZ1506'ABOUT 0.5 MILE SOUTHWEST ALONG BURKESVILLE STREET WHICH IS STATE
 GZ1506'HIGHWAY 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA, THENCE
 GZ1506'2.3 MILES SOUTHWEST ALONG STATE HIGHWAYS 61 AND 80, THENCE 5.0
 GZ1506'MILES SOUTHWEST ALONG STATE HIGHWAY 80, AT THE COMMUNITY OF
 GZ1506'GRADYVILLE, 110 YARDS SOUTHWEST OF A JUNCTION OF THE HIGHWAY
 GZ1506'AND A PAVED ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE
 GZ1506'SOUTHEAST CONCRETE HEADWALL OF A DOUBLE-CHANNEL CULVERT UNDER
 GZ1506'THE HIGHWAY, 24 FEET SOUTHEAST OF THE CENTERLINE AND ABOUT 4
 GZ1506'FEET BELOW THE LEVEL OF THE HIGHWAY.
 GZ1506
 GZ1506                          STATION RECOVERY (1993)
 GZ1506
 GZ1506'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1506'RECOVERED AS DESCRIBED.
 GZ1506
 GZ1506                          STATION RECOVERY (2005)
 GZ1506
 GZ1506'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1506'MARK IS ABOUT 5 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1771 ***********************************************************************
 GZ1771  DESIGNATION -  C 243
 GZ1771  PID         -  GZ1771
 GZ1771  STATE/COUNTY-  KY/ADAIR
 GZ1771  USGS QUAD   -  COLUMBIA (1976)
 GZ1771
 GZ1771                         *CURRENT SURVEY CONTROL
 GZ1771  ___________________________________________________________________
 GZ1771* NAD 83(1986)-  37 06 10.     (N)    085 22 05.     (W)     SCALED    
 GZ1771* NAVD 88     -       221.045  (meters)     725.21   (feet)  ADJUSTED  
 GZ1771  ___________________________________________________________________
 GZ1771  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GZ1771  DYNAMIC HT  -         220.869 (meters)     724.63  (feet)  COMP
 GZ1771  MODELED GRAV-     979,830.9   (mgal)                       NAVD 88
 GZ1771
 GZ1771  VERT ORDER  -  SECOND    CLASS 0
 GZ1771
 GZ1771.The horizontal coordinates were scaled from a topographic map and have
 GZ1771.an estimated accuracy of +/- 6 seconds.
 GZ1771
 GZ1771.The orthometric height was determined by differential leveling
 GZ1771.and adjusted by the National Geodetic Survey in June 1991..
 GZ1771
 GZ1771.The geoid height was determined by GEOID03.
 GZ1771
 GZ1771.The dynamic height is computed by dividing the NAVD 88
 GZ1771.geopotential number by the normal gravity value computed on the
 GZ1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1771.degrees latitude (g = 980.6199 gals.).
 GZ1771
 GZ1771.The modeled gravity was interpolated from observed gravity values.
 GZ1771
 GZ1771;                    North         East    Units  Estimated Accuracy
 GZ1771;SPC KY1Z     - 1,085,470.    1,533,950.      MT  (+/- 180 meters Scaled)
 GZ1771
 GZ1771                          SUPERSEDED SURVEY CONTROL
 GZ1771
 GZ1771  NGVD 29 (??/??/92)  221.204  (m)          725.73   (f) ADJ UNCH    2 0
 GZ1771
 GZ1771.Superseded values are not recommended for survey control.
 GZ1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1771.See file dsdata.txt to determine how the superseded data were derived.
 GZ1771
 GZ1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG450075(NAD 83)
 GZ1771_MARKER: DB = BENCH MARK DISK
 GZ1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1771_STAMPING: C 243 1951
 GZ1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1771+STABILITY: SURFACE MOTION
 GZ1771
 GZ1771  HISTORY     - Date     Condition        Report By
 GZ1771  HISTORY     - 1951     MONUMENTED       CGS
 GZ1771  HISTORY     - 20050816 MARK NOT FOUND   KYTC
 GZ1771
 GZ1771                          STATION DESCRIPTION
 GZ1771
 GZ1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1771'3.9 MI W FROM COLUMBIA.
 GZ1771'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE COURT
 GZ1771'HOUSE AT COLUMBIA, THENCE ABOUT 3.4 MILES WEST ALONG STATE
 GZ1771'HIGHWAY 61, ABOUT 0.8 MILE SOUTHEAST OF BROWNING CHAPEL SCHOOL,
 GZ1771'ABOUT 0.3 MILE SOUTH OF A PIPE LINE CROSSING, 31 FEET WEST OF
 GZ1771'THE CENTER LINE OF HIGHWAY, 59 FEET NORTH OF CENTER LINE OF SMALL
 GZ1771'ROAD WEST, 139 FEET NORTH AND ACROSS ROAD WEST FROM THE NORTH END
 GZ1771'OF THE WEST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT, AT THE
 GZ1771'EAST EDGE OF WOODED AREA, 17 FEET EAST OF A 28-INCH OAK TREE, 2
 GZ1771'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW
 GZ1771'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GZ1771'INCHES.
 GZ1771
 GZ1771                          STATION RECOVERY (2005)
 GZ1771
 GZ1771'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2160 ***********************************************************************
 GZ2160  DESIGNATION -  C 244
 GZ2160  PID         -  GZ2160
 GZ2160  STATE/COUNTY-  KY/METCALFE
 GZ2160  USGS QUAD   -  EAST FORK (1973)
 GZ2160
 GZ2160                         *CURRENT SURVEY CONTROL
 GZ2160  ___________________________________________________________________
 GZ2160* NAD 83(1986)-  37 01 11.     (N)    085 35 53.     (W)     SCALED    
 GZ2160* NAVD 88     -       273.131  (meters)     896.10   (feet)  ADJUSTED  
 GZ2160  ___________________________________________________________________
 GZ2160  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GZ2160  DYNAMIC HT  -         272.912 (meters)     895.38  (feet)  COMP
 GZ2160  MODELED GRAV-     979,821.8   (mgal)                       NAVD 88
 GZ2160
 GZ2160  VERT ORDER  -  SECOND    CLASS 0
 GZ2160
 GZ2160.The horizontal coordinates were scaled from a topographic map and have
 GZ2160.an estimated accuracy of +/- 6 seconds.
 GZ2160
 GZ2160.The orthometric height was determined by differential leveling
 GZ2160.and adjusted by the National Geodetic Survey in June 1991..
 GZ2160
 GZ2160.The geoid height was determined by GEOID03.
 GZ2160
 GZ2160.The dynamic height is computed by dividing the NAVD 88
 GZ2160.geopotential number by the normal gravity value computed on the
 GZ2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2160.degrees latitude (g = 980.6199 gals.).
 GZ2160
 GZ2160.The modeled gravity was interpolated from observed gravity values.
 GZ2160
 GZ2160;                    North         East    Units  Estimated Accuracy
 GZ2160;SPC KY1Z     - 1,076,190.    1,513,520.      MT  (+/- 180 meters Scaled)
 GZ2160
 GZ2160                          SUPERSEDED SURVEY CONTROL
 GZ2160
 GZ2160  NGVD 29 (??/??/92)  273.278  (m)          896.58   (f) ADJ UNCH    2 0
 GZ2160
 GZ2160.Superseded values are not recommended for survey control.
 GZ2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2160.See file dsdata.txt to determine how the superseded data were derived.
 GZ2160
 GZ2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF247979(NAD 83)
 GZ2160_MARKER: DB = BENCH MARK DISK
 GZ2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2160_STAMPING: C 244 1951
 GZ2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2160+STABILITY: SURFACE MOTION
 GZ2160
 GZ2160  HISTORY     - Date     Condition        Report By
 GZ2160  HISTORY     - 1951     MONUMENTED       CGS
 GZ2160  HISTORY     - 1952     POOR             USGS
 GZ2160
 GZ2160                          STATION DESCRIPTION
 GZ2160
 GZ2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2160'3.4 MI N FROM EDMONTON.
 GZ2160'ABOUT 3.35 MILES NORTH ALONG U.S. HIGHWAY 68 FROM THE COURT
 GZ2160'HOUSE AT EDMONTON, ABOUT 1.35 MILE SOUTH OF FOUNDATION CHURCH
 GZ2160'AND CEMETERY, AT MUD SLASH SCHOOL, 84 FEET WEST OF THE CENTER
 GZ2160'LINE OF HIGHWAY, 150 1/2 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 GZ2160'CORNER OF SCHOOL BUILDING, 10 FEET EAST-NORTHEAST OF AN 18-INCH
 GZ2160'OAK TREE, NEAR THE SOUTH EDGE OF SCHOOL GROUNDS, ABOUT 4 FEET
 GZ2160'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ2160'3 INCHES.
 GZ2160
 GZ2160                          STATION RECOVERY (1952)
 GZ2160
 GZ2160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 GZ2160'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2043 ***********************************************************************
 GB2043  DESIGNATION -  C 245
 GB2043  PID         -  GB2043
 GB2043  STATE/COUNTY-  KY/METCALFE
 GB2043  USGS QUAD   -  SUMMER SHADE (1974)
 GB2043
 GB2043                         *CURRENT SURVEY CONTROL
 GB2043  ___________________________________________________________________
 GB2043* NAD 83(1986)-  36 54 23.     (N)    085 38 18.     (W)     SCALED    
 GB2043* NAVD 88     -       258.437  (meters)     847.89   (feet)  ADJUSTED  
 GB2043  ___________________________________________________________________
 GB2043  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GB2043  DYNAMIC HT  -         258.225 (meters)     847.19  (feet)  COMP
 GB2043  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GB2043
 GB2043  VERT ORDER  -  SECOND    CLASS 0
 GB2043
 GB2043.The horizontal coordinates were scaled from a topographic map and have
 GB2043.an estimated accuracy of +/- 6 seconds.
 GB2043
 GB2043.The orthometric height was determined by differential leveling
 GB2043.and adjusted by the National Geodetic Survey in June 1991..
 GB2043
 GB2043.The geoid height was determined by GEOID03.
 GB2043
 GB2043.The dynamic height is computed by dividing the NAVD 88
 GB2043.geopotential number by the normal gravity value computed on the
 GB2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2043.degrees latitude (g = 980.6199 gals.).
 GB2043
 GB2043.The modeled gravity was interpolated from observed gravity values.
 GB2043
 GB2043;                    North         East    Units  Estimated Accuracy
 GB2043;SPC KY1Z     - 1,063,610.    1,509,950.      MT  (+/- 180 meters Scaled)
 GB2043
 GB2043                          SUPERSEDED SURVEY CONTROL
 GB2043
 GB2043  NGVD 29 (??/??/92)  258.575  (m)          848.34   (f) ADJ UNCH    2 0
 GB2043
 GB2043.Superseded values are not recommended for survey control.
 GB2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2043.See file dsdata.txt to determine how the superseded data were derived.
 GB2043
 GB2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF213853(NAD 83)
 GB2043_MARKER: DB = BENCH MARK DISK
 GB2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2043_STAMPING: C 245 1951 848.341
 GB2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2043+STABILITY: SURFACE MOTION
 GB2043
 GB2043  HISTORY     - Date     Condition        Report By
 GB2043  HISTORY     - 1951     MONUMENTED       CGS
 GB2043  HISTORY     - 1958     GOOD             NGS
 GB2043
 GB2043                          STATION DESCRIPTION
 GB2043
 GB2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2043'1.4 MI S FROM GOODLUCK.
 GB2043'ABOUT 1.35 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB2043'AND JUNCTION OF STATE HIGHWAY 163 AT GOODLUCK, ABOUT 1.05 MILES
 GB2043'SOUTH OF THE JUNCTION OF A ROAD SOUTHWEST AND GOODLUCK CHURCH,
 GB2043'ABOUT 53 YARDS NORTH OF A FORD ACROSS A SMALL CREEK, 23 FEET
 GB2043'EAST OF CENTER LINE OF ROAD, 1 1/2 FEET WEST OF A FENCE LINE,
 GB2043'17 1/2 FEET NORTH OF A FORKED MAPLE TREE IN A FENCE CORNER, 2
 GB2043'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE
 GB2043'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB2043
 GB2043                          STATION RECOVERY (1958)
 GB2043
 GB2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2462 ***********************************************************************
 GY2462  DESIGNATION -  C 246
 GY2462  PID         -  GY2462
 GY2462  STATE/COUNTY-  KY/KNOX
 GY2462  USGS QUAD   -  HIMA (1979)
 GY2462
 GY2462                         *CURRENT SURVEY CONTROL
 GY2462  ___________________________________________________________________
 GY2462* NAD 83(1986)-  37 00 57.     (N)    083 49 06.     (W)     SCALED    
 GY2462* NAVD 88     -       274.922  (meters)     901.97   (feet)  ADJUSTED  
 GY2462  ___________________________________________________________________
 GY2462  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GY2462  DYNAMIC HT  -         274.699 (meters)     901.24  (feet)  COMP
 GY2462  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 GY2462
 GY2462  VERT ORDER  -  SECOND    CLASS 0
 GY2462
 GY2462.The horizontal coordinates were scaled from a topographic map and have
 GY2462.an estimated accuracy of +/- 6 seconds.
 GY2462
 GY2462.The orthometric height was determined by differential leveling
 GY2462.and adjusted by the National Geodetic Survey in June 1991..
 GY2462
 GY2462.The geoid height was determined by GEOID03.
 GY2462
 GY2462.The dynamic height is computed by dividing the NAVD 88
 GY2462.geopotential number by the normal gravity value computed on the
 GY2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2462.degrees latitude (g = 980.6199 gals.).
 GY2462
 GY2462.The modeled gravity was interpolated from observed gravity values.
 GY2462
 GY2462;                    North         East    Units  Estimated Accuracy
 GY2462;SPC KY1Z     - 1,077,530.    1,671,900.      MT  (+/- 180 meters Scaled)
 GY2462
 GY2462                          SUPERSEDED SURVEY CONTROL
 GY2462
 GY2462  NGVD 29 (??/??/92)  275.08   (m)          902.5    (f) COMPUTED    2 0
 GY2462
 GY2462.Superseded values are not recommended for survey control.
 GY2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2462.See file dsdata.txt to determine how the superseded data were derived.
 GY2462
 GY2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB492003(NAD 83)
 GY2462_MARKER: DB = BENCH MARK DISK
 GY2462_SETTING: 66 = SET IN ROCK OUTCROP
 GY2462_SP_SET: ROCK OUTCROP
 GY2462_STAMPING: C 246 1951 902.492
 GY2462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2462+STABILITY: POSITION/ELEVATION WELL
 GY2462
 GY2462  HISTORY     - Date     Condition        Report By
 GY2462  HISTORY     - 1951     MONUMENTED       CGS
 GY2462  HISTORY     - 1957     GOOD             NGS
 GY2462
 GY2462                          STATION DESCRIPTION
 GY2462
 GY2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GY2462'2.2 MI N FROM FOUNT.
 GY2462'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE JUNCTION
 GY2462'OF A ROAD EAST OF FOUNT, AT THE SOUTH END OF A LONG ROCK CUT,
 GY2462'SET IN THE TOP OF A PARTIALLY COVERED OUTCROP OF ROCK, 20 FEET
 GY2462'WEST OF THE CENTER LINE OF THE HIGHWAY, 61 FEET NORTH OF THE
 GY2462'CENTER OF A 36-INCH PIPE CULVERT AND ABOUT 3 FEET ABOVE THE HIGHWAY.
 GY2462'REPORTED IN JUNE 1957 THAT THIS MARK IS 0.2 MILE NORTH OF A SWINGING
 GY2462'FOOTBRIDGE ACROSS A CREEK TO THE TRACKS.
 GY2462
 GY2462                          STATION RECOVERY (1957)
 GY2462
 GY2462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1192 ***********************************************************************
 GB1192  DESIGNATION -  C 246 X
 GB1192  PID         -  GB1192
 GB1192  STATE/COUNTY-  KY/WAYNE
 GB1192  USGS QUAD   -  POWERSBURG (1954)
 GB1192
 GB1192                         *CURRENT SURVEY CONTROL
 GB1192  ___________________________________________________________________
 GB1192* NAD 83(1986)-  36 40 30.     (N)    084 54 39.     (W)     SCALED    
 GB1192* NAVD 88     -       278.924  (meters)     915.10   (feet)  ADJUSTED  
 GB1192  ___________________________________________________________________
 GB1192  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1192  DYNAMIC HT  -         278.690 (meters)     914.34  (feet)  COMP
 GB1192  MODELED GRAV-     979,784.7   (mgal)                       NAVD 88
 GB1192
 GB1192  VERT ORDER  -  SECOND    CLASS 0
 GB1192
 GB1192.The horizontal coordinates were scaled from a topographic map and have
 GB1192.an estimated accuracy of +/- 6 seconds.
 GB1192
 GB1192.The orthometric height was determined by differential leveling
 GB1192.and adjusted by the National Geodetic Survey in June 1991..
 GB1192
 GB1192.The geoid height was determined by GEOID03.
 GB1192
 GB1192.The dynamic height is computed by dividing the NAVD 88
 GB1192.geopotential number by the normal gravity value computed on the
 GB1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1192.degrees latitude (g = 980.6199 gals.).
 GB1192
 GB1192.The modeled gravity was interpolated from observed gravity values.
 GB1192
 GB1192;                    North         East    Units  Estimated Accuracy
 GB1192;SPC KY1Z     - 1,038,260.    1,575,020.      MT  (+/- 180 meters Scaled)
 GB1192
 GB1192                          SUPERSEDED SURVEY CONTROL
 GB1192
 GB1192  NGVD 29 (??/??/92)  279.059  (m)          915.55   (f) ADJ UNCH    2 0
 GB1192
 GB1192.Superseded values are not recommended for survey control.
 GB1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1192.See file dsdata.txt to determine how the superseded data were derived.
 GB1192
 GB1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF866608(NAD 83)
 GB1192_MARKER: DB = BENCH MARK DISK
 GB1192_SETTING: 66 = SET IN ROCK OUTCROP
 GB1192_SP_SET: ROCK OUTCROP
 GB1192_STAMPING: C 246X 1951 915.546
 GB1192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1192+STABILITY: POSITION/ELEVATION WELL
 GB1192
 GB1192  HISTORY     - Date     Condition        Report By
 GB1192  HISTORY     - 1951     MONUMENTED       CGS
 GB1192  HISTORY     - 1958     GOOD             NGS
 GB1192
 GB1192                          STATION DESCRIPTION
 GB1192
 GB1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1192'1 MI SE FROM SLICKFORD.
 GB1192'ABOUT 1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1192'AT SLICKFORD, AT THE JUNCTION OF A DIM ROAD NORTHEAST, 46 FEET
 GB1192'EAST OF CENTER LINE OF GRAVEL ROAD SOUTH, 168 FEET SOUTHEAST OF
 GB1192'CENTER LINE OF DIM ROAD NORTHEAST, 35 FEET NORTHEAST OF A WATER
 GB1192'RAM, 18 FEET SOUTH OF CENTER LINE OF A DRIVE EAST TO FRED
 GB1192'BUTTUMS RESIDENCE, 8 FEET SOUTH OF A FENCE LEADING EAST, IN THE
 GB1192'TOP OF AN OUTCROP OF LIMESTONE ABOUT 10 BY 7 FEET AND ABOUT 6
 GB1192'FEET ABOVE LEVEL OF ROAD.
 GB1192
 GB1192                          STATION RECOVERY (1958)
 GB1192
 GB1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1095 ***********************************************************************
 GB1095  DESIGNATION -  C 247
 GB1095  PID         -  GB1095
 GB1095  STATE/COUNTY-  KY/WAYNE
 GB1095  USGS QUAD   -  SHARP PLACE (1981)
 GB1095
 GB1095                         *CURRENT SURVEY CONTROL
 GB1095  ___________________________________________________________________
 GB1095* NAD 83(1986)-  36 37 22.     (N)    084 47 06.     (W)     SCALED    
 GB1095* NAVD 88     -       394.039  (meters)    1292.78   (feet)  ADJUSTED  
 GB1095  ___________________________________________________________________
 GB1095  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GB1095  DYNAMIC HT  -         393.712 (meters)    1291.70  (feet)  COMP
 GB1095  MODELED GRAV-     979,789.9   (mgal)                       NAVD 88
 GB1095
 GB1095  VERT ORDER  -  SECOND    CLASS 0
 GB1095
 GB1095.The horizontal coordinates were scaled from a topographic map and have
 GB1095.an estimated accuracy of +/- 6 seconds.
 GB1095
 GB1095.The orthometric height was determined by differential leveling
 GB1095.and adjusted by the National Geodetic Survey in June 1991..
 GB1095
 GB1095.The geoid height was determined by GEOID03.
 GB1095
 GB1095.The dynamic height is computed by dividing the NAVD 88
 GB1095.geopotential number by the normal gravity value computed on the
 GB1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1095.degrees latitude (g = 980.6199 gals.).
 GB1095
 GB1095.The modeled gravity was interpolated from observed gravity values.
 GB1095
 GB1095;                    North         East    Units  Estimated Accuracy
 GB1095;SPC KY1Z     - 1,032,570.    1,586,330.      MT  (+/- 180 meters Scaled)
 GB1095
 GB1095                          SUPERSEDED SURVEY CONTROL
 GB1095
 GB1095  NGVD 29 (??/??/92)  394.174  (m)         1293.22   (f) ADJ UNCH    2 0
 GB1095
 GB1095.Superseded values are not recommended for survey control.
 GB1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1095.See file dsdata.txt to determine how the superseded data were derived.
 GB1095
 GB1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF980553(NAD 83)
 GB1095_MARKER: DB = BENCH MARK DISK
 GB1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1095_STAMPING: C 247 1951 1293.219
 GB1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1095+STABILITY: SURFACE MOTION
 GB1095
 GB1095  HISTORY     - Date     Condition        Report By
 GB1095  HISTORY     - 1951     MONUMENTED       CGS
 GB1095  HISTORY     - 1958     GOOD             NGS
 GB1095
 GB1095                          STATION DESCRIPTION
 GB1095
 GB1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1095'3.8 MI S FROM MT PISGAH.
 GB1095'ABOUT 3.75 MILES SOUTHEAST AND SOUTHWEST ALONG A ROUGH DIRT
 GB1095'ROAD FROM THE SCHOOL AND ROAD JUNCTION AT MT. PISGAH, ABOUT 1.0
 GB1095'MILE NORTHEAST OF THE TOP OF A MOUNTAIN, ABOUT 2.0 MILES NORTHEAST
 GB1095'OF THE KENTUCKY-TENNESSEE STATE LINE, 21 FEET SOUTH OF CENTER
 GB1095'LINE OF ROAD, 52 FEET WEST OF A TRIANGULAR BLAZED 12-INCH OAK
 GB1095'TREE, 30 FEET EAST OF A 24-INCH OAK TREE WITH LONG LIGHTNING
 GB1095'SLASH SCAR, 8 FEET NORTHEAST OF A TRIANGULAR BLAZED 14-INCH
 GB1095'OAK TREE, ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD AND SET IN THE
 GB1095'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB1095
 GB1095                          STATION RECOVERY (1958)
 GB1095
 GB1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1300 ***********************************************************************
 GB1300  DESIGNATION -  C 248
 GB1300  PID         -  GB1300
 GB1300  STATE/COUNTY-  KY/CLINTON
 GB1300  USGS QUAD   -  CUMBERLAND CITY (1994)
 GB1300
 GB1300                         *CURRENT SURVEY CONTROL
 GB1300  ___________________________________________________________________
 GB1300* NAD 83(1986)-  36 45 18.     (N)    085 04 17.     (W)     SCALED    
 GB1300* NAVD 88     -       307.804  (meters)    1009.85   (feet)  ADJUSTED  
 GB1300  ___________________________________________________________________
 GB1300  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GB1300  DYNAMIC HT  -         307.538 (meters)    1008.98  (feet)  COMP
 GB1300  MODELED GRAV-     979,759.7   (mgal)                       NAVD 88
 GB1300
 GB1300  VERT ORDER  -  SECOND    CLASS 0
 GB1300
 GB1300.The horizontal coordinates were scaled from a topographic map and have
 GB1300.an estimated accuracy of +/- 6 seconds.
 GB1300
 GB1300.The orthometric height was determined by differential leveling
 GB1300.and adjusted by the National Geodetic Survey in June 1991..
 GB1300
 GB1300.The geoid height was determined by GEOID03.
 GB1300
 GB1300.The dynamic height is computed by dividing the NAVD 88
 GB1300.geopotential number by the normal gravity value computed on the
 GB1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1300.degrees latitude (g = 980.6199 gals.).
 GB1300
 GB1300.The modeled gravity was interpolated from observed gravity values.
 GB1300
 GB1300;                    North         East    Units  Estimated Accuracy
 GB1300;SPC KY1Z     - 1,047,020.    1,560,600.      MT  (+/- 180 meters Scaled)
 GB1300
 GB1300                          SUPERSEDED SURVEY CONTROL
 GB1300
 GB1300  NGVD 29 (??/??/92)  307.931  (m)         1010.27   (f) ADJ UNCH    2 0
 GB1300
 GB1300.Superseded values are not recommended for survey control.
 GB1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1300.See file dsdata.txt to determine how the superseded data were derived.
 GB1300
 GB1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF721694(NAD 83)
 GB1300_MARKER: DB = BENCH MARK DISK
 GB1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1300_STAMPING: C 248 1951 1010.270
 GB1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1300+STABILITY: SURFACE MOTION
 GB1300
 GB1300  HISTORY     - Date     Condition        Report By
 GB1300  HISTORY     - 1951     MONUMENTED       CGS
 GB1300  HISTORY     - 1957     GOOD             NGS
 GB1300
 GB1300                          STATION DESCRIPTION
 GB1300
 GB1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1300'0.6 MI E FROM CARTWRIGHT.
 GB1300'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 90 FROM THE JUNCTION OF
 GB1300'STATE HIGHWAY 350 AND THE BAPTIST CHURCH AT CARTWRIGHT, AT B.F.
 GB1300'HANCOCK FARM HOUSE, 46 FEET NORTH OF CENTER LINE OF HIGHWAY,
 GB1300'55 FEET SOUTH OF SOUTHWEST CORNER OF HOUSE, 69 FEET WEST OF A
 GB1300'FENCE CORNER, 45 FEET EAST OF A TELEPHONE POLE, 40 FEET EAST OF A
 GB1300'FENCE CORNER, 1 1/2 FEET SOUTH OF A FENCE LINE, ABOUT 2 FEET
 GB1300'ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB1300'3 INCHES.
 GB1300
 GB1300                          STATION RECOVERY (1957)
 GB1300
 GB1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1495 ***********************************************************************
 GB1495  DESIGNATION -  C 249
 GB1495  PID         -  GB1495
 GB1495  STATE/COUNTY-  KY/RUSSELL
 GB1495  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1495
 GB1495                         *CURRENT SURVEY CONTROL
 GB1495  ___________________________________________________________________
 GB1495* NAD 83(1986)-  36 51 30.     (N)    085 09 12.     (W)     SCALED    
 GB1495* NAVD 88     -       278.869  (meters)     914.92   (feet)  ADJUSTED  
 GB1495  ___________________________________________________________________
 GB1495  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GB1495  DYNAMIC HT  -         278.636 (meters)     914.16  (feet)  COMP
 GB1495  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 GB1495
 GB1495  VERT ORDER  -  SECOND    CLASS 0
 GB1495
 GB1495.The horizontal coordinates were scaled from a topographic map and have
 GB1495.an estimated accuracy of +/- 6 seconds.
 GB1495
 GB1495.The orthometric height was determined by differential leveling
 GB1495.and adjusted by the National Geodetic Survey in June 1991..
 GB1495
 GB1495.The geoid height was determined by GEOID03.
 GB1495
 GB1495.The dynamic height is computed by dividing the NAVD 88
 GB1495.geopotential number by the normal gravity value computed on the
 GB1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1495.degrees latitude (g = 980.6199 gals.).
 GB1495
 GB1495.The modeled gravity was interpolated from observed gravity values.
 GB1495
 GB1495;                    North         East    Units  Estimated Accuracy
 GB1495;SPC KY1Z     - 1,058,440.    1,553,210.      MT  (+/- 180 meters Scaled)
 GB1495
 GB1495                          SUPERSEDED SURVEY CONTROL
 GB1495
 GB1495  NGVD 29 (??/??/92)  279.006  (m)          915.37   (f) ADJ UNCH    2 0
 GB1495
 GB1495.Superseded values are not recommended for survey control.
 GB1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1495.See file dsdata.txt to determine how the superseded data were derived.
 GB1495
 GB1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF646807(NAD 83)
 GB1495_MARKER: DB = BENCH MARK DISK
 GB1495_SETTING: 66 = SET IN ROCK OUTCROP
 GB1495_SP_SET: ROCK CUT
 GB1495_STAMPING: C 249 1951 915.372
 GB1495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1495+STABILITY: POSITION/ELEVATION WELL
 GB1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1495+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1495
 GB1495  HISTORY     - Date     Condition        Report By
 GB1495  HISTORY     - 1951     MONUMENTED       CGS
 GB1495  HISTORY     - 1958     GOOD             NGS
 GB1495  HISTORY     - 20040309 GOOD             KYDT
 GB1495
 GB1495                          STATION DESCRIPTION
 GB1495
 GB1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1495'5.6 MI N FROM AARON.
 GB1495'ABOUT 5.6 MILES NORTH ALONG STATE HIGHWAY 55 AND 35 FROM THE
 GB1495'POST OFFICE AND ROAD JUNCTION AT AARON, ABOUT 3.7 MILES SOUTHWEST
 GB1495'OF THE POST OFFICE AT ROWENA, ABOUT 0.6 MILE NORTH OF THE
 GB1495'CLINTON-RUSSELL COUNTY LINE, ABOUT 0.75 MILE SOUTH OF SOUTHWEST
 GB1495'END OF WOLF CREEK DAM ACROSS CUMBERLAND RIVER, SET VERTICALLY IN
 GB1495'FACE OF A DEEP ROCK CUT, NEAR CENTER OF CUT, 22 FEET SOUTH OF
 GB1495'CENTER LINE OF HIGHWAY, 132 FEET SOUTHWEST AND ACROSS HIGHWAY
 GB1495'FROM SOUTHWEST END OF A GUARD RAIL, 144 FEET EAST AND ACROSS THE
 GB1495'HIGHWAY FROM THE NORTHEAST END OF A GUARD RAIL AND ABOUT 3 FEET
 GB1495'ABOVE THE HIGHWAY.
 GB1495
 GB1495                          STATION RECOVERY (1958)
 GB1495
 GB1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1495'RECOVERED IN GOOD CONDITION.
 GB1495
 GB1495                          STATION RECOVERY (2004)
 GB1495
 GB1495'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1495'MARK IS 35 YARDS SOUTHWEST AND ACROSS ROAD FROM SOUTHWEST END OF GUARD
 GB1495'RAIL, 35 YARDS EAST AND ACROSS ROAD FROM NORTHEAST END OF GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0037 ***********************************************************************
 GD0037  DESIGNATION -  C 25 TVA
 GD0037  PID         -  GD0037
 GD0037  STATE/COUNTY-  KY/TRIGG
 GD0037  USGS QUAD   -  MONT (1986)
 GD0037
 GD0037                         *CURRENT SURVEY CONTROL
 GD0037  ___________________________________________________________________
 GD0037* NAD 83(1986)-  36 52 45.     (N)    088 05 31.     (W)     SCALED    
 GD0037* NAVD 88     -       163.936  (meters)     537.85   (feet)  ADJUSTED  
 GD0037  ___________________________________________________________________
 GD0037  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0037  DYNAMIC HT  -         163.809 (meters)     537.43  (feet)  COMP
 GD0037  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 GD0037
 GD0037  VERT ORDER  -  FIRST     CLASS II
 GD0037
 GD0037.The horizontal coordinates were scaled from a topographic map and have
 GD0037.an estimated accuracy of +/- 6 seconds.
 GD0037
 GD0037.The orthometric height was determined by differential leveling
 GD0037.and adjusted by the National Geodetic Survey in June 1991..
 GD0037
 GD0037.The geoid height was determined by GEOID03.
 GD0037
 GD0037.The dynamic height is computed by dividing the NAVD 88
 GD0037.geopotential number by the normal gravity value computed on the
 GD0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0037.degrees latitude (g = 980.6199 gals.).
 GD0037
 GD0037.The modeled gravity was interpolated from observed gravity values.
 GD0037
 GD0037;                    North         East    Units  Estimated Accuracy
 GD0037;SPC KY1Z     - 1,063,200.    1,291,220.      MT  (+/- 180 meters Scaled)
 GD0037
 GD0037                          SUPERSEDED SURVEY CONTROL
 GD0037
 GD0037  NGVD 29 (??/??/??)  164.004  (m)          538.07   (f) ADJUSTED    1 2
 GD0037
 GD0037.Superseded values are not recommended for survey control.
 GD0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0037.See file dsdata.txt to determine how the superseded data were derived.
 GD0037
 GD0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF026820(NAD 83)
 GD0037_MARKER: Z = SEE DESCRIPTION
 GD0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0037_STAMPING: USRA NX C 25 S 48 44W
 GD0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0037+STABILITY: SURFACE MOTION
 GD0037
 GD0037  HISTORY     - Date     Condition        Report By
 GD0037  HISTORY     - UNK      MONUMENTED       TVA
 GD0037  HISTORY     - 1946     GOOD             CGS
 GD0037  HISTORY     - 1972     GOOD             NGS
 GD0037
 GD0037                          STATION DESCRIPTION
 GD0037
 GD0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0037'13.7 MI NW FROM GOLDEN POND.
 GD0037'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0037'AT GOLDEN POND, THENCE ABOUT 11.1 MILES NORTH ALONG THE DIVIDING
 GD0037'RIDGE ROAD, ABOUT 0.25 MILE SOUTHWEST OF THE JUNCTION OF A DIM
 GD0037'ROAD LEADING EAST, 28 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GD0037'28.5 FEET SOUTH OF A TELEPHONE POLE, 30 FEET SOUTH WEST OF A
 GD0037'10 INCH BLAZED OAK TREE, ABOUT LEVEL WITH THE ROAD AND SET IN
 GD0037'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- TRAVEL
 GD0037'N ON HWY 453 N OF HWY 68 FOR 7.2 MI TURN LT ON GRAVEL ROAD, GO
 GD0037'1.45 MI PASSING TRANSMISSION LINE CROSSING AT 1.25 MI, TO
 GD0037'STATION 28 E OF CENTERLINE RD., 30 FT SW OF A BLAZED 14 IN
 GD0037'OAK TREE, ABOUT 0.5 FT ABOVE RD. LEVEL, STEEL POST AND SURVEY
 GD0037'MARKER SIGN SET AT MONUMENT.
 GD0037
 GD0037                          STATION RECOVERY (1972)
 GD0037
 GD0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1543 ***********************************************************************
 GB1543  DESIGNATION -  C 250 RESET 1974
 GB1543  PID         -  GB1543
 GB1543  STATE/COUNTY-  KY/CUMBERLAND
 GB1543  USGS QUAD   -  FROGUE (1981)
 GB1543
 GB1543                         *CURRENT SURVEY CONTROL
 GB1543  ___________________________________________________________________
 GB1543* NAD 83(1986)-  36 43 50.     (N)    085 22 21.     (W)     SCALED    
 GB1543* NAVD 88     -       177.88   (+/-2cm)     583.6    (feet)  VERTCON   
 GB1543  ___________________________________________________________________
 GB1543  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GB1543
 GB1543  VERT ORDER  -  THIRD (See Below)
 GB1543
 GB1543.The horizontal coordinates were scaled from a topographic map and have
 GB1543.an estimated accuracy of +/- 6 seconds.
 GB1543
 GB1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB1543.The vertical order pertains to the NGVD 29 superseded value.
 GB1543
 GB1543.The geoid height was determined by GEOID03.
 GB1543
 GB1543;                    North         East    Units  Estimated Accuracy
 GB1543;SPC KY1Z     - 1,044,160.    1,533,720.      MT  (+/- 180 meters Scaled)
 GB1543
 GB1543                          SUPERSEDED SURVEY CONTROL
 GB1543
 GB1543  NGVD 29 (??/??/??)  178.01   (m)          584.0    (f) RESET       3  
 GB1543
 GB1543.Superseded values are not recommended for survey control.
 GB1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1543.See file dsdata.txt to determine how the superseded data were derived.
 GB1543
 GB1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF453662(NAD 83)
 GB1543_MARKER: DB = BENCH MARK DISK
 GB1543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1543_SP_SET: HEADWALL
 GB1543_STAMPING: C 250 RESET 1974
 GB1543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1543
 GB1543  HISTORY     - Date     Condition        Report By
 GB1543  HISTORY     - 1974     MONUMENTED       NGS
 GB1543
 GB1543                          STATION DESCRIPTION
 GB1543
 GB1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GB1543'4.4 MI S FROM BURKESVILLE.
 GB1543'ABOUT 4.45 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE CUMBERLAND
 GB1543'COUNTY COURTHOUSE AT BURKESVILLE, A STANDARD DISK SET IN A DRILL HOLE
 GB1543'IN THE TOP AND SOUTH EDGE OF A 4 X 5 FOOT CONCRETE HEADWALL, 54 FEET
 GB1543'WEST OF THE CENTERLINE OF THE HIGHWAY AND 21 FEET NORTH OF THE
 GB1543'CENTERLINE OF A ROAD WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1342 ***********************************************************************
 GB1342  DESIGNATION -  C 251
 GB1342  PID         -  GB1342
 GB1342  STATE/COUNTY-  KY/CUMBERLAND
 GB1342  USGS QUAD   -  WATERVIEW (1982)
 GB1342
 GB1342                         *CURRENT SURVEY CONTROL
 GB1342  ___________________________________________________________________
 GB1342* NAD 83(1986)-  36 48 29.     (N)    085 25 50.     (W)     SCALED    
 GB1342* NAVD 88     -       172.959  (meters)     567.45   (feet)  ADJUSTED  
 GB1342  ___________________________________________________________________
 GB1342  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GB1342  DYNAMIC HT  -         172.819 (meters)     566.99  (feet)  COMP
 GB1342  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 GB1342
 GB1342  VERT ORDER  -  SECOND    CLASS 0
 GB1342
 GB1342.The horizontal coordinates were scaled from a topographic map and have
 GB1342.an estimated accuracy of +/- 6 seconds.
 GB1342
 GB1342.The orthometric height was determined by differential leveling
 GB1342.and adjusted by the National Geodetic Survey in June 1991..
 GB1342
 GB1342.The geoid height was determined by GEOID03.
 GB1342
 GB1342.The dynamic height is computed by dividing the NAVD 88
 GB1342.geopotential number by the normal gravity value computed on the
 GB1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1342.degrees latitude (g = 980.6199 gals.).
 GB1342
 GB1342.The modeled gravity was interpolated from observed gravity values.
 GB1342
 GB1342;                    North         East    Units  Estimated Accuracy
 GB1342;SPC KY1Z     - 1,052,740.    1,528,510.      MT  (+/- 180 meters Scaled)
 GB1342
 GB1342                          SUPERSEDED SURVEY CONTROL
 GB1342
 GB1342  NGVD 29 (??/??/92)  173.099  (m)          567.91   (f) ADJ UNCH    2 0
 GB1342
 GB1342.Superseded values are not recommended for survey control.
 GB1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1342.See file dsdata.txt to determine how the superseded data were derived.
 GB1342
 GB1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF399747(NAD 83)
 GB1342_MARKER: DB = BENCH MARK DISK
 GB1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1342_SP_SET: ABUTMENT
 GB1342_STAMPING: C 251 1951 567.909
 GB1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1342+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 GB1342
 GB1342  HISTORY     - Date     Condition        Report By
 GB1342  HISTORY     - 1951     MONUMENTED       CGS
 GB1342  HISTORY     - 1958     GOOD             NGS
 GB1342  HISTORY     - 20050912 GOOD             KYTC
 GB1342
 GB1342                          STATION DESCRIPTION
 GB1342
 GB1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1342'0.4 MI W FROM GRIDER.
 GB1342'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 90 FROM THE POST
 GB1342'OFFICE AT GRIDER, SET IN THE TOP OF THE NORTH END OF THE
 GB1342'WEST ABUTMENT OF A CONCRETE BRIDGE OVER ALLEN CREEK, 16 1/2 FEET
 GB1342'NORTH OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT ABOVE HIGHWAY.
 GB1342
 GB1342                          STATION RECOVERY (1958)
 GB1342
 GB1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1342'RECOVERED IN GOOD CONDITION.
 GB1342
 GB1342                          STATION RECOVERY (2005)
 GB1342
 GB1342'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1609 ***********************************************************************
 GB1609  DESIGNATION -  C 253
 GB1609  PID         -  GB1609
 GB1609  STATE/COUNTY-  KY/MONROE
 GB1609  USGS QUAD   -  BLACKS FERRY (1982)
 GB1609
 GB1609                         *CURRENT SURVEY CONTROL
 GB1609  ___________________________________________________________________
 GB1609* NAD 83(1986)-  36 38 46.     (N)    085 29 09.     (W)     SCALED    
 GB1609* NAVD 88     -       155.652  (meters)     510.67   (feet)  ADJUSTED  
 GB1609  ___________________________________________________________________
 GB1609  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GB1609  DYNAMIC HT  -         155.522 (meters)     510.24  (feet)  COMP
 GB1609  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 GB1609
 GB1609  VERT ORDER  -  SECOND    CLASS 0
 GB1609
 GB1609.The horizontal coordinates were scaled from a topographic map and have
 GB1609.an estimated accuracy of +/- 6 seconds.
 GB1609
 GB1609.The orthometric height was determined by differential leveling
 GB1609.and adjusted by the National Geodetic Survey in June 1991..
 GB1609
 GB1609.The geoid height was determined by GEOID03.
 GB1609
 GB1609.The dynamic height is computed by dividing the NAVD 88
 GB1609.geopotential number by the normal gravity value computed on the
 GB1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1609.degrees latitude (g = 980.6199 gals.).
 GB1609
 GB1609.The modeled gravity was interpolated from observed gravity values.
 GB1609
 GB1609;                    North         East    Units  Estimated Accuracy
 GB1609;SPC KY1Z     - 1,034,750.    1,523,630.      MT  (+/- 180 meters Scaled)
 GB1609
 GB1609                          SUPERSEDED SURVEY CONTROL
 GB1609
 GB1609  NGVD 29 (??/??/92)  155.775  (m)          511.07   (f) ADJ UNCH    2 0
 GB1609
 GB1609.Superseded values are not recommended for survey control.
 GB1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1609.See file dsdata.txt to determine how the superseded data were derived.
 GB1609
 GB1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF353566(NAD 83)
 GB1609_MARKER: DB = BENCH MARK DISK
 GB1609_SETTING: 66 = SET IN ROCK OUTCROP
 GB1609_SP_SET: ROCK LEDGE
 GB1609_STAMPING: C 253 1951
 GB1609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1609+STABILITY: POSITION/ELEVATION WELL
 GB1609
 GB1609  HISTORY     - Date     Condition        Report By
 GB1609  HISTORY     - 1951     MONUMENTED       CGS
 GB1609
 GB1609                          STATION DESCRIPTION
 GB1609
 GB1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1609'AT MARTINSBURG.
 GB1609'AT MARTINSBURG, ON LEFT BANK OF CUMBERLAND RIVER, AT ABANDONED
 GB1609'MARTINSBURG FERRY, IN THE TOP OF AN OUT CROPPING LIMESTONE
 GB1609'LEDGE, 12 FEET SOUTHEAST OF CENTER LINE OF FERRY LANDING ROAD,
 GB1609'ABOUT 20 YARDS EAST OF WATERS EDGE AT FERRY LANDING, 151 FEET
 GB1609'NORTHWEST OF NORTHWEST CORNER OF A LARGE BARN, 10 FEET NORTHEAST
 GB1609'OF A 10-INCH TRIANGLE CHISELED IN FACE OF LEDGE, 1 FOOT
 GB1609'SOUTHEAST OF NORTHWEST EDGE OF LEDGE AND ABOUT 4 FEET ABOVE
 GB1609'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2779 ***********************************************************************
 GA2779  DESIGNATION -  C 254
 GA2779  PID         -  GA2779
 GA2779  STATE/COUNTY-  KY/BELL
 GA2779  USGS QUAD   -  BALKAN (1974)
 GA2779
 GA2779                         *CURRENT SURVEY CONTROL
 GA2779  ___________________________________________________________________
 GA2779* NAD 83(1986)-  36 46 32.     (N)    083 37 23.     (W)     SCALED    
 GA2779* NAVD 88     -       331.981  (meters)    1089.17   (feet)  ADJUSTED  
 GA2779  ___________________________________________________________________
 GA2779  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GA2779  DYNAMIC HT  -         331.697 (meters)    1088.24  (feet)  COMP
 GA2779  MODELED GRAV-     979,765.6   (mgal)                       NAVD 88
 GA2779
 GA2779  VERT ORDER  -  SECOND    CLASS 0
 GA2779
 GA2779.The horizontal coordinates were scaled from a topographic map and have
 GA2779.an estimated accuracy of +/- 6 seconds.
 GA2779
 GA2779.The orthometric height was determined by differential leveling
 GA2779.and adjusted by the National Geodetic Survey in June 1991..
 GA2779
 GA2779.The geoid height was determined by GEOID03.
 GA2779
 GA2779.The dynamic height is computed by dividing the NAVD 88
 GA2779.geopotential number by the normal gravity value computed on the
 GA2779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2779.degrees latitude (g = 980.6199 gals.).
 GA2779
 GA2779.The modeled gravity was interpolated from observed gravity values.
 GA2779
 GA2779;                    North         East    Units  Estimated Accuracy
 GA2779;SPC KY1Z     - 1,051,250.    1,689,880.      MT  (+/- 180 meters Scaled)
 GA2779
 GA2779                          SUPERSEDED SURVEY CONTROL
 GA2779
 GA2779  NGVD 29 (??/??/92)  332.129  (m)         1089.66   (f) ADJ UNCH    2 0
 GA2779
 GA2779.Superseded values are not recommended for survey control.
 GA2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2779.See file dsdata.txt to determine how the superseded data were derived.
 GA2779
 GA2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA659731(NAD 83)
 GA2779_MARKER: DB = BENCH MARK DISK
 GA2779_SETTING: 66 = SET IN ROCK OUTCROP
 GA2779_SP_SET: SET IN ROCK OUTCROP
 GA2779_STAMPING: C 254 1951 1089.660
 GA2779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2779+STABILITY: POSITION/ELEVATION WELL
 GA2779
 GA2779  HISTORY     - Date     Condition        Report By
 GA2779  HISTORY     - 1951     MONUMENTED       CGS
 GA2779  HISTORY     - 1957     GOOD             NGS
 GA2779  HISTORY     - 1975     GOOD             NGS
 GA2779
 GA2779                          STATION DESCRIPTION
 GA2779
 GA2779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2779'0.6 MI E FROM JENSON.
 GA2779'0.55 MILE EAST ALONG STATE HIGHWAY 221 FROM THE ROAD JUNCTION
 GA2779'AT JENSON, ABOUT 0.75 MILE EAST OF CONCRETE BLOCK CHURCH AT
 GA2779'JENSON, ON THE OUTSIDE OF CURVE AND AT THE NORTHEAST END WITH
 GA2779'TANGENTS EXTENDING WEST AND NORTHEAST, 40 YARDS SOUTHWEST OF
 GA2779'TOP OF SMALL RISE IN HIGHWAY AND PARKING AREA NORTHWEST OF HIGHWAY,
 GA2779'27 FEET SOUTHWEST OF THE JUNCTION OF A DRIVEWAY, SET VERTICALLY
 GA2779'IN THE NORTHWEST FACE OF A LARGE OUTCROP OF ROCK, 36 FEET
 GA2779'SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 1 1/2 FEET ABOVE GROUND
 GA2779'AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 GA2779
 GA2779                          STATION RECOVERY (1975)
 GA2779
 GA2779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2779'IT IS 1 FOOT ABOVE THE LEVEL OF THE GROUND AND 10 FEET SOUTHEAST OF
 GA2779'THE CENTERLINE OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2191 ***********************************************************************
 GZ2191  DESIGNATION -  C 256
 GZ2191  PID         -  GZ2191
 GZ2191  STATE/COUNTY-  KY/GREEN
 GZ2191  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ2191
 GZ2191                         *CURRENT SURVEY CONTROL
 GZ2191  ___________________________________________________________________
 GZ2191* NAD 83(1986)-  37 16 01.     (N)    085 30 27.     (W)     SCALED    
 GZ2191* NAVD 88     -       233.702  (meters)     766.74   (feet)  ADJUSTED  
 GZ2191  ___________________________________________________________________
 GZ2191  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GZ2191  DYNAMIC HT  -         233.523 (meters)     766.15  (feet)  COMP
 GZ2191  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 GZ2191
 GZ2191  VERT ORDER  -  SECOND    CLASS 0
 GZ2191
 GZ2191.The horizontal coordinates were scaled from a topographic map and have
 GZ2191.an estimated accuracy of +/- 6 seconds.
 GZ2191
 GZ2191.The orthometric height was determined by differential leveling
 GZ2191.and adjusted by the National Geodetic Survey in June 1991..
 GZ2191
 GZ2191.The geoid height was determined by GEOID03.
 GZ2191
 GZ2191.The dynamic height is computed by dividing the NAVD 88
 GZ2191.geopotential number by the normal gravity value computed on the
 GZ2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2191.degrees latitude (g = 980.6199 gals.).
 GZ2191
 GZ2191.The modeled gravity was interpolated from observed gravity values.
 GZ2191
 GZ2191;                    North         East    Units  Estimated Accuracy
 GZ2191;SPC KY1Z     - 1,103,640.    1,521,510.      MT  (+/- 180 meters Scaled)
 GZ2191
 GZ2191                          SUPERSEDED SURVEY CONTROL
 GZ2191
 GZ2191  NGVD 29 (??/??/92)  233.852  (m)          767.23   (f) ADJ UNCH    2 0
 GZ2191
 GZ2191.Superseded values are not recommended for survey control.
 GZ2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2191.See file dsdata.txt to determine how the superseded data were derived.
 GZ2191
 GZ2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG323255(NAD 83)
 GZ2191_MARKER: DB = BENCH MARK DISK
 GZ2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2191_STAMPING: C 256 1951
 GZ2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2191+STABILITY: SURFACE MOTION
 GZ2191
 GZ2191  HISTORY     - Date     Condition        Report By
 GZ2191  HISTORY     - 1951     MONUMENTED       CGS
 GZ2191
 GZ2191                          STATION DESCRIPTION
 GZ2191
 GZ2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2191'0.5 MI NW FROM GREENSBURG.
 GZ2191'ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 61 FROM THE JUNCTION
 GZ2191'OF U.S. HIGHWAY 68 AT GREENSBURG, NEAR THE WEST CORNER OF A
 GZ2191'WHITE BOARD FENCE AT A STONE HOUSE, 31 FEET NORTHEAST OF THE
 GZ2191'CENTER LINE OF HIGHWAY, 170 FEET SOUTHEAST OF CENTER LINE OF
 GZ2191'DRIVE TO HOUSE, 17 FEET SOUTHEAST OF THE FENCE CORNER, 1 1/2
 GZ2191'FEET EAST OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF BOARD FENCE,
 GZ2191'ABOUT 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GZ2191'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2040 ***********************************************************************
 GZ2040  DESIGNATION -  C 257
 GZ2040  PID         -  GZ2040
 GZ2040  STATE/COUNTY-  KY/LARUE
 GZ2040  USGS QUAD   -  HAMMONVILLE (1982)
 GZ2040
 GZ2040                         *CURRENT SURVEY CONTROL
 GZ2040  ___________________________________________________________________
 GZ2040* NAD 83(1986)-  37 27 16.     (N)    085 47 43.     (W)     SCALED    
 GZ2040* NAVD 88     -       249.675  (meters)     819.14   (feet)  ADJUSTED  
 GZ2040  ___________________________________________________________________
 GZ2040  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GZ2040  DYNAMIC HT  -         249.481 (meters)     818.51  (feet)  COMP
 GZ2040  MODELED GRAV-     979,845.0   (mgal)                       NAVD 88
 GZ2040
 GZ2040  VERT ORDER  -  SECOND    CLASS 0
 GZ2040
 GZ2040.The horizontal coordinates were scaled from a topographic map and have
 GZ2040.an estimated accuracy of +/- 6 seconds.
 GZ2040
 GZ2040.The orthometric height was determined by differential leveling
 GZ2040.and adjusted by the National Geodetic Survey in June 1991..
 GZ2040
 GZ2040.The geoid height was determined by GEOID03.
 GZ2040
 GZ2040.The dynamic height is computed by dividing the NAVD 88
 GZ2040.geopotential number by the normal gravity value computed on the
 GZ2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2040.degrees latitude (g = 980.6199 gals.).
 GZ2040
 GZ2040.The modeled gravity was interpolated from observed gravity values.
 GZ2040
 GZ2040;                    North         East    Units  Estimated Accuracy
 GZ2040;SPC KY1Z     - 1,124,430.    1,495,990.      MT  (+/- 180 meters Scaled)
 GZ2040
 GZ2040                          SUPERSEDED SURVEY CONTROL
 GZ2040
 GZ2040  NGVD 29 (??/??/92)  249.794  (m)          819.53   (f) ADJ UNCH    2 0
 GZ2040
 GZ2040.Superseded values are not recommended for survey control.
 GZ2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2040.See file dsdata.txt to determine how the superseded data were derived.
 GZ2040
 GZ2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG065459(NAD 83)
 GZ2040_MARKER: DB = BENCH MARK DISK
 GZ2040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2040_SP_SET: CULVERT
 GZ2040_STAMPING: C 257 1951
 GZ2040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2040
 GZ2040  HISTORY     - Date     Condition        Report By
 GZ2040  HISTORY     - 1951     MONUMENTED       CGS
 GZ2040  HISTORY     - 1982     GOOD             KYDT
 GZ2040
 GZ2040                          STATION DESCRIPTION
 GZ2040
 GZ2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2040'0.8 MI S FROM MAXINE.
 GZ2040'ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 357 FROM THE CROSSROADS
 GZ2040'AT MAXINE, ABOUT 0.5 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY
 GZ2040'224 LEADING WEST, SET IN THE TOP OF THE SOUTH END OF THE EAST HEAD
 GZ2040'WALL OF A 6-FOOT CONCRETE BOX CULVERT, 12 FEET EAST OF THE CENTER
 GZ2040'LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 GZ2040
 GZ2040                          STATION RECOVERY (1982)
 GZ2040
 GZ2040'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1995 ***********************************************************************
 GZ1995  DESIGNATION -  C 258
 GZ1995  PID         -  GZ1995
 GZ1995  STATE/COUNTY-  KY/HART
 GZ1995  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ1995
 GZ1995                         *CURRENT SURVEY CONTROL
 GZ1995  ___________________________________________________________________
 GZ1995* NAD 83(1986)-  37 16 02.     (N)    085 52 59.     (W)     SCALED    
 GZ1995* NAVD 88     -       170.369  (meters)     558.95   (feet)  ADJUSTED  
 GZ1995  ___________________________________________________________________
 GZ1995  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GZ1995  DYNAMIC HT  -         170.238 (meters)     558.52  (feet)  COMP
 GZ1995  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 GZ1995
 GZ1995  VERT ORDER  -  SECOND    CLASS 0
 GZ1995
 GZ1995.The horizontal coordinates were scaled from a topographic map and have
 GZ1995.an estimated accuracy of +/- 6 seconds.
 GZ1995
 GZ1995.The orthometric height was determined by differential leveling
 GZ1995.and adjusted by the National Geodetic Survey in June 1991..
 GZ1995
 GZ1995.The geoid height was determined by GEOID03.
 GZ1995
 GZ1995.The dynamic height is computed by dividing the NAVD 88
 GZ1995.geopotential number by the normal gravity value computed on the
 GZ1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1995.degrees latitude (g = 980.6199 gals.).
 GZ1995
 GZ1995.The modeled gravity was interpolated from observed gravity values.
 GZ1995
 GZ1995;                    North         East    Units  Estimated Accuracy
 GZ1995;SPC KY1Z     - 1,103,660.    1,488,200.      MT  (+/- 180 meters Scaled)
 GZ1995
 GZ1995                          SUPERSEDED SURVEY CONTROL
 GZ1995
 GZ1995  NGVD 29 (??/??/92)  170.493  (m)          559.36   (f) ADJ UNCH    2 0
 GZ1995
 GZ1995.Superseded values are not recommended for survey control.
 GZ1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1995.See file dsdata.txt to determine how the superseded data were derived.
 GZ1995
 GZ1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG990251(NAD 83)
 GZ1995_MARKER: DB = BENCH MARK DISK
 GZ1995_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1995_SP_SET: ABUTMENT
 GZ1995_STAMPING: C 258 1951
 GZ1995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1995
 GZ1995  HISTORY     - Date     Condition        Report By
 GZ1995  HISTORY     - 1951     MONUMENTED       CGS
 GZ1995
 GZ1995                          STATION DESCRIPTION
 GZ1995
 GZ1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1995'0.4 MI SE FROM MUNFORDVILLE.
 GZ1995'ABOUT 0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 31W FROM THE COURT
 GZ1995'HOUSE AT MUNFORDVILLE, SET IN THE TOP OF THE SOUTHWEST END OF THE
 GZ1995'SOUTHEAST ABUTMENT OF HIGHWAY BRIDGE OVER GREEN RIVER, 18 FEET
 GZ1995'SOUTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT ABOVE
 GZ1995'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0038 ***********************************************************************
 GD0038  DESIGNATION -  C 26 TVA
 GD0038  PID         -  GD0038
 GD0038  STATE/COUNTY-  KY/TRIGG
 GD0038  USGS QUAD   -  MONT (1986)
 GD0038
 GD0038                         *CURRENT SURVEY CONTROL
 GD0038  ___________________________________________________________________
 GD0038* NAD 83(1986)-  36 52 43.     (N)    088 05 33.     (W)     SCALED    
 GD0038* NAVD 88     -       165.725  (meters)     543.72   (feet)  ADJUSTED  
 GD0038  ___________________________________________________________________
 GD0038  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0038  DYNAMIC HT  -         165.597 (meters)     543.30  (feet)  COMP
 GD0038  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 GD0038
 GD0038  VERT ORDER  -  FIRST     CLASS II
 GD0038
 GD0038.The horizontal coordinates were scaled from a topographic map and have
 GD0038.an estimated accuracy of +/- 6 seconds.
 GD0038
 GD0038.The orthometric height was determined by differential leveling
 GD0038.and adjusted by the National Geodetic Survey in June 1991..
 GD0038
 GD0038.The geoid height was determined by GEOID03.
 GD0038
 GD0038.The dynamic height is computed by dividing the NAVD 88
 GD0038.geopotential number by the normal gravity value computed on the
 GD0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0038.degrees latitude (g = 980.6199 gals.).
 GD0038
 GD0038.The modeled gravity was interpolated from observed gravity values.
 GD0038
 GD0038;                    North         East    Units  Estimated Accuracy
 GD0038;SPC KY1Z     - 1,063,140.    1,291,170.      MT  (+/- 180 meters Scaled)
 GD0038
 GD0038                          SUPERSEDED SURVEY CONTROL
 GD0038
 GD0038  NGVD 29 (??/??/??)  165.793  (m)          543.94   (f) ADJUSTED    1 2
 GD0038
 GD0038.Superseded values are not recommended for survey control.
 GD0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0038.See file dsdata.txt to determine how the superseded data were derived.
 GD0038
 GD0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF026819(NAD 83)
 GD0038_MARKER: Z = SEE DESCRIPTION
 GD0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0038_STAMPING: C 26 N 48 44E
 GD0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0038+STABILITY: SURFACE MOTION
 GD0038
 GD0038  HISTORY     - Date     Condition        Report By
 GD0038  HISTORY     - UNK      MONUMENTED       TVA
 GD0038  HISTORY     - 1946     GOOD             CGS
 GD0038  HISTORY     - 1972     GOOD             NGS
 GD0038  HISTORY     - 20030806 MARK NOT FOUND   KYDT
 GD0038
 GD0038                          STATION DESCRIPTION
 GD0038
 GD0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0038'13.6 MI NW FROM GOLDEN POND.
 GD0038'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0038'AT GOLDEN POND, THENCE ABOUT 11.0 MILES NORTH ALONG THE DIVIDING
 GD0038'RIDGE ROAD, ABOUT 0.1 MILE NORTH OF THE CROSSING OF A POWER
 GD0038'TRANSMISSION LINE, AT THE TOP OF A GRADE, 30 FEET NORTHWEST OF
 GD0038'THE CENTER LINE OF THE ROAD, 12 FEET NORTH OF A FORKED OAK TREE
 GD0038'PAINTED 544/0, 24 FEET SOUTHWEST OF A BLAZED 14 INCH OAK TREE, 63
 GD0038'FEET WEST AND ACROSS THE ROAD FROM A TELEPHONE POLE, ABOUT 2
 GD0038'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GD0038'PROJECTING 5 INCHES.  NOTE-- TRAVEL HWY 453 N FROM HWY 68 FOR
 GD0038'7.2 MI TURN LT GO 1.35 MI., PASSING TRANSMISSION LINE CROSSING
 GD0038'AT 1.25 MI., TO STATION ON LT SIDE OF RD., 50 PLUS OF MINUS
 GD0038'PAST TOP OF HILL IN RD, 30 FT NW OF CENTERLINE RD., STEEL POST
 GD0038'AND SURVEY MARKER SIGN SET AT MONUMENT.
 GD0038
 GD0038                          STATION RECOVERY (1972)
 GD0038
 GD0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0038'RECOVERED IN GOOD CONDITION.
 GD0038
 GD0038                          STATION RECOVERY (2003)
 GD0038
 GD0038'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GD0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2031 ***********************************************************************
 GZ2031  DESIGNATION -  C 260
 GZ2031  PID         -  GZ2031
 GZ2031  STATE/COUNTY-  KY/HART
 GZ2031  USGS QUAD   -  PARK (1954)
 GZ2031
 GZ2031                         *CURRENT SURVEY CONTROL
 GZ2031  ___________________________________________________________________
 GZ2031* NAD 83(1986)-  37 10 34.     (N)    085 52 13.     (W)     SCALED    
 GZ2031* NAVD 88     -       217.943  (meters)     715.03   (feet)  ADJUSTED  
 GZ2031  ___________________________________________________________________
 GZ2031  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GZ2031  DYNAMIC HT  -         217.773 (meters)     714.48  (feet)  COMP
 GZ2031  MODELED GRAV-     979,846.2   (mgal)                       NAVD 88
 GZ2031
 GZ2031  VERT ORDER  -  SECOND    CLASS 0
 GZ2031
 GZ2031.The horizontal coordinates were scaled from a topographic map and have
 GZ2031.an estimated accuracy of +/- 6 seconds.
 GZ2031
 GZ2031.The orthometric height was determined by differential leveling
 GZ2031.and adjusted by the National Geodetic Survey in June 1991..
 GZ2031
 GZ2031.The geoid height was determined by GEOID03.
 GZ2031
 GZ2031.The dynamic height is computed by dividing the NAVD 88
 GZ2031.geopotential number by the normal gravity value computed on the
 GZ2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2031.degrees latitude (g = 980.6199 gals.).
 GZ2031
 GZ2031.The modeled gravity was interpolated from observed gravity values.
 GZ2031
 GZ2031;                    North         East    Units  Estimated Accuracy
 GZ2031;SPC KY1Z     - 1,093,540.    1,489,320.      MT  (+/- 180 meters Scaled)
 GZ2031
 GZ2031                          SUPERSEDED SURVEY CONTROL
 GZ2031
 GZ2031  NGVD 29 (??/??/92)  218.067  (m)          715.44   (f) ADJ UNCH    2 0
 GZ2031
 GZ2031.Superseded values are not recommended for survey control.
 GZ2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2031.See file dsdata.txt to determine how the superseded data were derived.
 GZ2031
 GZ2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG002150(NAD 83)
 GZ2031_MARKER: DB = BENCH MARK DISK
 GZ2031_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2031_SP_SET: ROCK OUTCROP
 GZ2031_STAMPING: C 260 1951
 GZ2031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2031+STABILITY: POSITION/ELEVATION WELL
 GZ2031
 GZ2031  HISTORY     - Date     Condition        Report By
 GZ2031  HISTORY     - 1951     MONUMENTED       CGS
 GZ2031
 GZ2031                          STATION DESCRIPTION
 GZ2031
 GZ2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2031'1.8 MI E FROM HORSE CAVE.
 GZ2031'ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY 218 FROM THE BAPTIST
 GZ2031'CHURCH AT HORSE CAVE, ON THE WEST SLOPE OF A HILL, ABOUT 100
 GZ2031'YARDS WEST OF THE JUNCTION OF A ROAD NORTH, ABOUT 150 YARDS WEST
 GZ2031'OF TOP OF A GRADE, ABOUT 90 YARDS EAST OF HORSE CAVE STOCK
 GZ2031'YARDS, SET IN THE TOP OF AN OUTCROP OF ROCK IN A SHALLOW CUT, 24
 GZ2031'FEET NORTH OF THE CENTER LINE OF HIGHWAY AND ABOUT 2 FEET ABOVE
 GZ2031'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2017 ***********************************************************************
 GZ2017  DESIGNATION -  C 262
 GZ2017  PID         -  GZ2017
 GZ2017  STATE/COUNTY-  KY/HART
 GZ2017  USGS QUAD   -  CENTER (1985)
 GZ2017
 GZ2017                         *CURRENT SURVEY CONTROL
 GZ2017  ___________________________________________________________________
 GZ2017* NAD 83(1986)-  37 13 56.     (N)    085 42 26.     (W)     SCALED    
 GZ2017* NAVD 88     -       219.750  (meters)     720.96   (feet)  ADJUSTED  
 GZ2017  ___________________________________________________________________
 GZ2017  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GZ2017  DYNAMIC HT  -         219.581 (meters)     720.41  (feet)  COMP
 GZ2017  MODELED GRAV-     979,853.4   (mgal)                       NAVD 88
 GZ2017
 GZ2017  VERT ORDER  -  SECOND    CLASS 0
 GZ2017
 GZ2017.The horizontal coordinates were scaled from a topographic map and have
 GZ2017.an estimated accuracy of +/- 6 seconds.
 GZ2017
 GZ2017.The orthometric height was determined by differential leveling
 GZ2017.and adjusted by the National Geodetic Survey in June 1991..
 GZ2017
 GZ2017.The geoid height was determined by GEOID03.
 GZ2017
 GZ2017.The dynamic height is computed by dividing the NAVD 88
 GZ2017.geopotential number by the normal gravity value computed on the
 GZ2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2017.degrees latitude (g = 980.6199 gals.).
 GZ2017
 GZ2017.The modeled gravity was interpolated from observed gravity values.
 GZ2017
 GZ2017;                    North         East    Units  Estimated Accuracy
 GZ2017;SPC KY1Z     - 1,099,760.    1,503,800.      MT  (+/- 180 meters Scaled)
 GZ2017
 GZ2017                          SUPERSEDED SURVEY CONTROL
 GZ2017
 GZ2017  NGVD 29 (??/??/92)  219.884  (m)          721.40   (f) ADJ UNCH    2 0
 GZ2017
 GZ2017.Superseded values are not recommended for survey control.
 GZ2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2017.See file dsdata.txt to determine how the superseded data were derived.
 GZ2017
 GZ2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG146214(NAD 83)
 GZ2017_MARKER: DB = BENCH MARK DISK
 GZ2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2017_STAMPING: C 262 1951
 GZ2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2017+STABILITY: SURFACE MOTION
 GZ2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2017+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 GZ2017
 GZ2017  HISTORY     - Date     Condition        Report By
 GZ2017  HISTORY     - 1951     MONUMENTED       CGS
 GZ2017  HISTORY     - 20010426 GOOD             KYDT
 GZ2017
 GZ2017                          STATION DESCRIPTION
 GZ2017
 GZ2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2017'0.5 MI SW FROM MONROE.
 GZ2017'ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE CROSSROADS
 GZ2017'AT MONROE, ABOUT 0.25 MILE SOUTHWEST OF THE JUNCTION OF A ROAD
 GZ2017'WEST AND A CHURCH, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 GZ2017'NORTHWEST, 27 FEET NORTHWEST OF CENTER LINE OF ROAD, 37 FEET
 GZ2017'NORTHEAST OF CENTER LINE OF ROAD NORTHWEST, 7 1/2 FEET NORTHWEST
 GZ2017'OF NORTHWEST END OF A RIGHT ANGLE SHAPED HEAD WALL TO AN 18-INCH
 GZ2017'PIPE CULVERT, 3 1/2 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT
 GZ2017'SOUTHWEST OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN
 GZ2017'WITNESS POST, ABOUT 2 FEET ABOVE ROAD AND SET IN THE TOP OF A
 GZ2017'CONCRETE POST PROJECTING 2 INCHES.
 GZ2017
 GZ2017                          STATION RECOVERY (2001)
 GZ2017
 GZ2017'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2017'MARK IS 4 FEET SOUTHWEST OF UNDERGROUND TELEPHONE CABLE WARNING POST,
 GZ2017'4.5 FEET SOUTHWEST OF A KY 88/CURVE SIGN POST AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2030 ***********************************************************************
 GB2030  DESIGNATION -  C 263
 GB2030  PID         -  GB2030
 GB2030  STATE/COUNTY-  KY/BARREN
 GB2030  USGS QUAD   -  SUMMER SHADE (1974)
 GB2030
 GB2030                         *CURRENT SURVEY CONTROL
 GB2030  ___________________________________________________________________
 GB2030* NAD 83(1986)-  36 56 37.     (N)    085 44 42.     (W)     SCALED    
 GB2030* NAVD 88     -       268.236  (meters)     880.04   (feet)  ADJUSTED  
 GB2030  ___________________________________________________________________
 GB2030  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GB2030  DYNAMIC HT  -         268.017 (meters)     879.32  (feet)  COMP
 GB2030  MODELED GRAV-     979,808.2   (mgal)                       NAVD 88
 GB2030
 GB2030  VERT ORDER  -  SECOND    CLASS 0
 GB2030
 GB2030.The horizontal coordinates were scaled from a topographic map and have
 GB2030.an estimated accuracy of +/- 6 seconds.
 GB2030
 GB2030.The orthometric height was determined by differential leveling
 GB2030.and adjusted by the National Geodetic Survey in June 1991..
 GB2030
 GB2030.The geoid height was determined by GEOID03.
 GB2030
 GB2030.The dynamic height is computed by dividing the NAVD 88
 GB2030.geopotential number by the normal gravity value computed on the
 GB2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2030.degrees latitude (g = 980.6199 gals.).
 GB2030
 GB2030.The modeled gravity was interpolated from observed gravity values.
 GB2030
 GB2030;                    North         East    Units  Estimated Accuracy
 GB2030;SPC KY1Z     - 1,067,730.    1,500,450.      MT  (+/- 180 meters Scaled)
 GB2030
 GB2030                          SUPERSEDED SURVEY CONTROL
 GB2030
 GB2030  NGVD 29 (??/??/92)  268.378  (m)          880.50   (f) ADJ UNCH    2 0
 GB2030
 GB2030.Superseded values are not recommended for survey control.
 GB2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2030.See file dsdata.txt to determine how the superseded data were derived.
 GB2030
 GB2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF117893(NAD 83)
 GB2030_MARKER: DB = BENCH MARK DISK
 GB2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2030_STAMPING: C263 1951 880.503
 GB2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2030+STABILITY: SURFACE MOTION
 GB2030
 GB2030  HISTORY     - Date     Condition        Report By
 GB2030  HISTORY     - 1951     MONUMENTED       CGS
 GB2030  HISTORY     - 1958     GOOD             NGS
 GB2030
 GB2030                          STATION DESCRIPTION
 GB2030
 GB2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB2030'3 MI SW FROM RANDOLPH.
 GB2030'2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 640 FROM THE POST OFFICE
 GB2030'AT RANDOLPH, AT THE JUNCTION OF STATE HIGHWAY 1330 WEST, AND
 GB2030'THE BARREN-METCALFE COUNTY LINE, 30 FEET SOUTH OF THE CENTER
 GB2030'LINE OF HIGHWAY 1330, 56 FEET WEST OF THE CENTER LINE OF HIGHWAY
 GB2030'640, 14 FEET EAST OF A NARROW GRAVEL ROAD SOUTH TO A FARM, 12
 GB2030'FEET SOUTH OF THE HIGHWAY STOP SIGN, AND ABOUT LEVEL WITH
 GB2030'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2876 ***********************************************************************
 GA2876  DESIGNATION -  C 264
 GA2876  PID         -  GA2876
 GA2876  STATE/COUNTY-  KY/KNOX
 GA2876  USGS QUAD   -  FOUNT (1974)
 GA2876
 GA2876                         *CURRENT SURVEY CONTROL
 GA2876  ___________________________________________________________________
 GA2876* NAD 83(1986)-  36 56 44.     (N)    083 45 09.     (W)     SCALED    
 GA2876* NAVD 88     -       311.422  (meters)    1021.72   (feet)  ADJUSTED  
 GA2876  ___________________________________________________________________
 GA2876  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GA2876  DYNAMIC HT  -         311.167 (meters)    1020.89  (feet)  COMP
 GA2876  MODELED GRAV-     979,803.9   (mgal)                       NAVD 88
 GA2876
 GA2876  VERT ORDER  -  SECOND    CLASS 0
 GA2876
 GA2876.The horizontal coordinates were scaled from a topographic map and have
 GA2876.an estimated accuracy of +/- 6 seconds.
 GA2876
 GA2876.The orthometric height was determined by differential leveling
 GA2876.and adjusted by the National Geodetic Survey in June 1991..
 GA2876
 GA2876.The geoid height was determined by GEOID03.
 GA2876
 GA2876.The dynamic height is computed by dividing the NAVD 88
 GA2876.geopotential number by the normal gravity value computed on the
 GA2876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2876.degrees latitude (g = 980.6199 gals.).
 GA2876
 GA2876.The modeled gravity was interpolated from observed gravity values.
 GA2876
 GA2876;                    North         East    Units  Estimated Accuracy
 GA2876;SPC KY1Z     - 1,069,850.    1,677,920.      MT  (+/- 180 meters Scaled)
 GA2876
 GA2876                          SUPERSEDED SURVEY CONTROL
 GA2876
 GA2876  NGVD 29 (??/??/92)  311.578  (m)         1022.24   (f) ADJ UNCH    2 0
 GA2876
 GA2876.Superseded values are not recommended for survey control.
 GA2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2876.See file dsdata.txt to determine how the superseded data were derived.
 GA2876
 GA2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA548923(NAD 83)
 GA2876_MARKER: DB = BENCH MARK DISK
 GA2876_SETTING: 66 = SET IN ROCK OUTCROP
 GA2876_SP_SET: OUTCROP
 GA2876_STAMPING: C 264 1951 1022.235
 GA2876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2876+STABILITY: POSITION/ELEVATION WELL
 GA2876
 GA2876  HISTORY     - Date     Condition        Report By
 GA2876  HISTORY     - 1951     MONUMENTED       CGS
 GA2876  HISTORY     - 1974     MARK NOT FOUND   USGS
 GA2876
 GA2876                          STATION DESCRIPTION
 GA2876
 GA2876'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2876'5.9 MI NW FROM DEWITT.
 GA2876'5.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF
 GA2876'STATE HIGHWAY 223 AND HIGHWAY BRIDGE OVER TRACE FORK AT DEWITT,
 GA2876'THENCE ABOUT 0.9 MILE WEST ALONG A DIRT ROAD, ABOUT 0.9 MILE WEST
 GA2876'OF JACKSON SCHOOL (STONE BUILDING), ON THE OUTSIDE OF A CURVE WITH
 GA2876'TANGENTS EXTENDING WEST AND SOUTHEAST, IN THE TOP OF A ROCK LEDGE
 GA2876'THAT FORMS WEST BANK OF A SMALL CREEK, 15 FEET NORTH OF CENTER LINE
 GA2876'OF ROAD, 95 FEET WEST AND ACROSS SMALL CREEK FROM SOUTHWEST CORNER
 GA2876'OF A BARN, 2 FEET SOUTHEAST OF AN 18-INCH OAK TREE WHICH IS IN A
 GA2876'FENCE LINE AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 GA2876
 GA2876                          STATION RECOVERY (1974)
 GA2876
 GA2876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GA2876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2797 ***********************************************************************
 GA2797  DESIGNATION -  C 265
 GA2797  PID         -  GA2797
 GA2797  STATE/COUNTY-  KY/BELL
 GA2797  USGS QUAD   -  BALKAN (1974)
 GA2797
 GA2797                         *CURRENT SURVEY CONTROL
 GA2797  ___________________________________________________________________
 GA2797* NAD 83(1986)-  36 51 04.     (N)    083 37 25.     (W)     SCALED    
 GA2797* NAVD 88     -       342.554  (meters)    1123.86   (feet)  ADJUSTED  
 GA2797  ___________________________________________________________________
 GA2797  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GA2797  DYNAMIC HT  -         342.263 (meters)    1122.91  (feet)  COMP
 GA2797  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 GA2797
 GA2797  VERT ORDER  -  SECOND    CLASS 0
 GA2797
 GA2797.The horizontal coordinates were scaled from a topographic map and have
 GA2797.an estimated accuracy of +/- 6 seconds.
 GA2797
 GA2797.The orthometric height was determined by differential leveling
 GA2797.and adjusted by the National Geodetic Survey in June 1991..
 GA2797
 GA2797.The geoid height was determined by GEOID03.
 GA2797
 GA2797.The dynamic height is computed by dividing the NAVD 88
 GA2797.geopotential number by the normal gravity value computed on the
 GA2797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2797.degrees latitude (g = 980.6199 gals.).
 GA2797
 GA2797.The modeled gravity was interpolated from observed gravity values.
 GA2797
 GA2797;                    North         East    Units  Estimated Accuracy
 GA2797;SPC KY1Z     - 1,059,630.    1,689,640.      MT  (+/- 180 meters Scaled)
 GA2797
 GA2797                          SUPERSEDED SURVEY CONTROL
 GA2797
 GA2797  NGVD 29 (??/??/92)  342.701  (m)         1124.34   (f) ADJ UNCH    2 0
 GA2797
 GA2797.Superseded values are not recommended for survey control.
 GA2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2797.See file dsdata.txt to determine how the superseded data were derived.
 GA2797
 GA2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA660815(NAD 83)
 GA2797_MARKER: DB = BENCH MARK DISK
 GA2797_SETTING: 66 = SET IN ROCK OUTCROP
 GA2797_SP_SET: SET IN ROCK OUTCROP
 GA2797_STAMPING: C 265 1951 1124.345
 GA2797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2797+STABILITY: POSITION/ELEVATION WELL
 GA2797
 GA2797  HISTORY     - Date     Condition        Report By
 GA2797  HISTORY     - 1951     MONUMENTED       CGS
 GA2797  HISTORY     - 1974     MARK NOT FOUND   USGS
 GA2797
 GA2797                          STATION DESCRIPTION
 GA2797
 GA2797'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2797'4 MI N FROM ARJAY.
 GA2797'3.95 MILES NORTH ALONG STATE HIGHWAY 66 FROM THE SCHOOL AT ARJAY,
 GA2797'ABOUT 2.9 MILES SOUTHWEST OF CROCKETT BAPTIST CHURCH AND POST
 GA2797'OFFICE AT FIELD, ALONG A SHORT NORTHEAST-SOUTHWEST TANGENT IN
 GA2797'HIGHWAY, ABOUT 25 YARDS NORTHEAST OF THE NORTHEAST END OF A DEEP
 GA2797'VERTICAL BENCH ROCK CUT, IN THE TOP OF A SMALL SHELF ON THE
 GA2797'NORTHWEST SIDE OF A SLOPING ROCK BLUFF, 26 FEET SOUTHEAST OF
 GA2797'CENTER LINE OF HIGHWAY, 168 FEET SOUTHWEST OF THE SOUTHEAST END
 GA2797'OF A 30-INCH PIPE CULVERT WITH AN L SHAPED CONCRETE HEAD WALL
 GA2797'AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
 GA2797
 GA2797                          STATION RECOVERY (1974)
 GA2797
 GA2797'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GA2797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2124 ***********************************************************************
 GB2124  DESIGNATION -  C 266
 GB2124  PID         -  GB2124
 GB2124  STATE/COUNTY-  KY/MONROE
 GB2124  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB2124
 GB2124                         *CURRENT SURVEY CONTROL
 GB2124  ___________________________________________________________________
 GB2124* NAD 83(1986)-  36 44 04.     (N)    085 41 18.     (W)     SCALED    
 GB2124* NAVD 88     -       290.560  (meters)     953.28   (feet)  ADJUSTED  
 GB2124  ___________________________________________________________________
 GB2124  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB2124  DYNAMIC HT  -         290.316 (meters)     952.48  (feet)  COMP
 GB2124  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GB2124
 GB2124  VERT ORDER  -  SECOND    CLASS 0
 GB2124
 GB2124.The horizontal coordinates were scaled from a topographic map and have
 GB2124.an estimated accuracy of +/- 6 seconds.
 GB2124
 GB2124.The orthometric height was determined by differential leveling
 GB2124.and adjusted by the National Geodetic Survey in June 1991..
 GB2124
 GB2124.The geoid height was determined by GEOID03.
 GB2124
 GB2124.The dynamic height is computed by dividing the NAVD 88
 GB2124.geopotential number by the normal gravity value computed on the
 GB2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2124.degrees latitude (g = 980.6199 gals.).
 GB2124
 GB2124.The modeled gravity was interpolated from observed gravity values.
 GB2124
 GB2124;                    North         East    Units  Estimated Accuracy
 GB2124;SPC KY1Z     - 1,044,520.    1,505,510.      MT  (+/- 180 meters Scaled)
 GB2124
 GB2124                          SUPERSEDED SURVEY CONTROL
 GB2124
 GB2124  NGVD 29 (??/??/92)  290.686  (m)          953.69   (f) ADJ UNCH    2 0
 GB2124
 GB2124.Superseded values are not recommended for survey control.
 GB2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2124.See file dsdata.txt to determine how the superseded data were derived.
 GB2124
 GB2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF171662(NAD 83)
 GB2124_MARKER: DB = BENCH MARK DISK
 GB2124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB2124_SP_SET: CULVERT
 GB2124_STAMPING: C 266 1951
 GB2124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2124
 GB2124  HISTORY     - Date     Condition        Report By
 GB2124  HISTORY     - 1951     MONUMENTED       CGS
 GB2124
 GB2124                          STATION DESCRIPTION
 GB2124
 GB2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2124'2.4 MI N FROM TOMPKINSVILLE.
 GB2124'ABOUT 2.35 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE COURT
 GB2124'HOUSE AT TOMPKINSVILLE, ABOUT 1.0 MILE SOUTH OF A BRIDGE OVER EAST
 GB2124'FORK OF BARREN RIVER, IN THE TOP OF THE NORTH END OF THE WEST
 GB2124'HEAD WALL OF A 2 1/2-FOOT CONCRETE BOX CULVERT, 15 FEET WEST OF
 GB2124'CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2147 ***********************************************************************
 GB2147  DESIGNATION -  C 267
 GB2147  PID         -  GB2147
 GB2147  STATE/COUNTY-  KY/MONROE
 GB2147  USGS QUAD   -  VERNON (1981)
 GB2147
 GB2147                         *CURRENT SURVEY CONTROL
 GB2147  ___________________________________________________________________
 GB2147* NAD 83(1986)-  36 41 54.     (N)    085 30 59.     (W)     SCALED    
 GB2147* NAVD 88     -       175.952  (meters)     577.27   (feet)  ADJUSTED  
 GB2147  ___________________________________________________________________
 GB2147  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GB2147  DYNAMIC HT  -         175.808 (meters)     576.80  (feet)  COMP
 GB2147  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 GB2147
 GB2147  VERT ORDER  -  SECOND    CLASS 0
 GB2147
 GB2147.The horizontal coordinates were scaled from a topographic map and have
 GB2147.an estimated accuracy of +/- 6 seconds.
 GB2147
 GB2147.The orthometric height was determined by differential leveling
 GB2147.and adjusted by the National Geodetic Survey in June 1991..
 GB2147
 GB2147.The geoid height was determined by GEOID03.
 GB2147
 GB2147.The dynamic height is computed by dividing the NAVD 88
 GB2147.geopotential number by the normal gravity value computed on the
 GB2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2147.degrees latitude (g = 980.6199 gals.).
 GB2147
 GB2147.The modeled gravity was interpolated from observed gravity values.
 GB2147
 GB2147;                    North         East    Units  Estimated Accuracy
 GB2147;SPC KY1Z     - 1,040,540.    1,520,880.      MT  (+/- 180 meters Scaled)
 GB2147
 GB2147                          SUPERSEDED SURVEY CONTROL
 GB2147
 GB2147  NGVD 29 (??/??/92)  176.083  (m)          577.70   (f) ADJ UNCH    2 0
 GB2147
 GB2147.Superseded values are not recommended for survey control.
 GB2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2147.See file dsdata.txt to determine how the superseded data were derived.
 GB2147
 GB2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF325624(NAD 83)
 GB2147_MARKER: DB = BENCH MARK DISK
 GB2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2147_STAMPING: C 267 1951
 GB2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2147+STABILITY: SURFACE MOTION
 GB2147
 GB2147  HISTORY     - Date     Condition        Report By
 GB2147  HISTORY     - 1951     MONUMENTED       CGS
 GB2147
 GB2147                          STATION DESCRIPTION
 GB2147
 GB2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2147'0.3 MI SE FROM CENTER POINT.
 GB2147'ABOUT 0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB2147'AT CENTER POINT, ABOUT 0.25 MILE SOUTHEAST OF A CEMETERY, AT
 GB2147'THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND EAST,
 GB2147'33 FEET SOUTHWEST OF CENTER LINE OF ROAD, ABOUT 48 YARDS WEST
 GB2147'OF CENTER OF A FORD ACROSS A CREEK BRANCH, 1 FOOT NORTH OF A
 GB2147'WIRE FENCE, 20 FEET EAST OF A FENCE CORNER, 7 FEET WEST OF THE
 GB2147'WEST GATE POST OF A GATE TO A BARN YARD, 31 1/2 FEET NORTH OF
 GB2147'NORTHWEST CORNER OF A LARGE BARN, 2 FEET EAST OF A WHITE WOODEN
 GB2147'WITNESS POST, ABOUT 4 FEET ABOVE ROAD AND SET IN THE TOP OF A
 GB2147'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2097 ***********************************************************************
 GB2097  DESIGNATION -  C 268
 GB2097  PID         -  GB2097
 GB2097  STATE/COUNTY-  KY/BARREN
 GB2097  USGS QUAD   -  TEMPLE HILL (1981)
 GB2097
 GB2097                         *CURRENT SURVEY CONTROL
 GB2097  ___________________________________________________________________
 GB2097* NAD 83(1986)-  36 52 58.     (N)    085 47 32.     (W)     SCALED    
 GB2097* NAVD 88     -       255.537  (meters)     838.37   (feet)  ADJUSTED  
 GB2097  ___________________________________________________________________
 GB2097  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GB2097  DYNAMIC HT  -         255.329 (meters)     837.69  (feet)  COMP
 GB2097  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 GB2097
 GB2097  VERT ORDER  -  SECOND    CLASS 0
 GB2097
 GB2097.The horizontal coordinates were scaled from a topographic map and have
 GB2097.an estimated accuracy of +/- 6 seconds.
 GB2097
 GB2097.The orthometric height was determined by differential leveling
 GB2097.and adjusted by the National Geodetic Survey in June 1991..
 GB2097
 GB2097.The geoid height was determined by GEOID03.
 GB2097
 GB2097.The dynamic height is computed by dividing the NAVD 88
 GB2097.geopotential number by the normal gravity value computed on the
 GB2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2097.degrees latitude (g = 980.6199 gals.).
 GB2097
 GB2097.The modeled gravity was interpolated from observed gravity values.
 GB2097
 GB2097;                    North         East    Units  Estimated Accuracy
 GB2097;SPC KY1Z     - 1,060,980.    1,496,240.      MT  (+/- 180 meters Scaled)
 GB2097
 GB2097                          SUPERSEDED SURVEY CONTROL
 GB2097
 GB2097  NGVD 29 (??/??/92)  255.675  (m)          838.83   (f) ADJ UNCH    2 0
 GB2097
 GB2097.Superseded values are not recommended for survey control.
 GB2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2097.See file dsdata.txt to determine how the superseded data were derived.
 GB2097
 GB2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF076825(NAD 83)
 GB2097_MARKER: DB = BENCH MARK DISK
 GB2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2097_STAMPING: C 268 1951
 GB2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2097+STABILITY: SURFACE MOTION
 GB2097
 GB2097  HISTORY     - Date     Condition        Report By
 GB2097  HISTORY     - 1951     MONUMENTED       CGS
 GB2097
 GB2097                          STATION DESCRIPTION
 GB2097
 GB2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2097'3 MI S FROM EIGHTY EIGHT.
 GB2097'ABOUT 0.55 MILE SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE CHURCH
 GB2097'OF CHRIST AND CEMETERY AT EIGHTY EIGHT, THENCE ABOUT 1.05 MILES
 GB2097'SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.4 MILE WEST ALONG A
 GB2097'GRAVEL ROAD, THENCE ABOUT 0.95 MILE SOUTH ALONG A GRAVEL ROAD,
 GB2097'AT THE TOP OF A GRADE AND JUNCTION OF GRAVEL ROADS LEADING
 GB2097'SOUTHEAST AND SOUTHWEST, 32 FEET WEST OF CENTER LINE OF
 GB2097'ROAD NORTH, 57 FEET NORTHWEST OF CENTER LINE OF ROAD SOUTHWEST,
 GB2097'58 FEET NORTHWEST OF CENTER OF JUNCTION TRIANGLE, 5 FEET NORTH
 GB2097'OF A 14-INCH CEDAR TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 GB2097'POST, ABOUT 1 FOOT ABOVE THE ROAD NORTH AND SET IN THE TOP OF
 GB2097'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1516 ***********************************************************************
 GA1516  DESIGNATION -  C 27
 GA1516  PID         -  GA1516
 GA1516  STATE/COUNTY-  KY/HARLAN
 GA1516  USGS QUAD   -  HARLAN (1978)
 GA1516
 GA1516                         *CURRENT SURVEY CONTROL
 GA1516  ___________________________________________________________________
 GA1516* NAD 83(1986)-  36 50 48.     (N)    083 19 18.     (W)     SCALED    
 GA1516* NAVD 88     -       364.778  (meters)    1196.78   (feet)  ADJUSTED  
 GA1516  ___________________________________________________________________
 GA1516  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1516  DYNAMIC HT  -         364.463 (meters)    1195.74  (feet)  COMP
 GA1516  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 GA1516
 GA1516  VERT ORDER  -  SECOND    CLASS 0
 GA1516
 GA1516.The horizontal coordinates were scaled from a topographic map and have
 GA1516.an estimated accuracy of +/- 6 seconds.
 GA1516
 GA1516.The orthometric height was determined by differential leveling
 GA1516.and adjusted by the National Geodetic Survey in June 1991..
 GA1516
 GA1516.The geoid height was determined by GEOID03.
 GA1516
 GA1516.The dynamic height is computed by dividing the NAVD 88
 GA1516.geopotential number by the normal gravity value computed on the
 GA1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1516.degrees latitude (g = 980.6199 gals.).
 GA1516
 GA1516.The modeled gravity was interpolated from observed gravity values.
 GA1516
 GA1516;                    North         East    Units  Estimated Accuracy
 GA1516;SPC KY1Z     - 1,059,790.    1,716,570.      MT  (+/- 180 meters Scaled)
 GA1516
 GA1516                          SUPERSEDED SURVEY CONTROL
 GA1516
 GA1516  NGVD 29 (??/??/92)  364.922  (m)         1197.25   (f) ADJ UNCH    2 0
 GA1516
 GA1516.Superseded values are not recommended for survey control.
 GA1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1516.See file dsdata.txt to determine how the superseded data were derived.
 GA1516
 GA1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA929803(NAD 83)
 GA1516_MARKER: DB = BENCH MARK DISK
 GA1516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1516_SP_SET: BUILDING
 GA1516_STAMPING: C 27 1934 1197.507
 GA1516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1516+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 GA1516
 GA1516  HISTORY     - Date     Condition        Report By
 GA1516  HISTORY     - 1934     MONUMENTED       CGS
 GA1516  HISTORY     - 1952     GOOD             NGS
 GA1516  HISTORY     - 1956     GOOD             NGS
 GA1516  HISTORY     - 20010514 GOOD             KYDT
 GA1516
 GA1516                          STATION DESCRIPTION
 GA1516
 GA1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GA1516'AT HARLAN.
 GA1516'AT HARLAN, SET VERTICALLY IN THE WEST WALL OF THE COURT HOUSE
 GA1516'BETWEEN THE FIRST TWO WINDOWS NORTH OF THE WEST ENTRANCE, 15 FEET
 GA1516'NORTH OF NORTH EDGE OF ENTRANCE, 12 FEET SOUTH OF NORTHWEST
 GA1516'CORNER OF WEST WING OF COURT HOUSE AND 1 1/2 FEET ABOVE GROUND.
 GA1516
 GA1516                          STATION RECOVERY (1956)
 GA1516
 GA1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1516'RECOVERED IN GOOD CONDITION.
 GA1516
 GA1516                          STATION RECOVERY (2001)
 GA1516
 GA1516'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0039 ***********************************************************************
 GD0039  DESIGNATION -  C 27 TVA
 GD0039  PID         -  GD0039
 GD0039  STATE/COUNTY-  KY/TRIGG
 GD0039  USGS QUAD   -  FENTON (1986)
 GD0039
 GD0039                         *CURRENT SURVEY CONTROL
 GD0039  ___________________________________________________________________
 GD0039* NAD 83(1986)-  36 52 21.     (N)    088 05 27.     (W)     SCALED    
 GD0039* NAVD 88     -       156.410  (meters)     513.16   (feet)  ADJUSTED  
 GD0039  ___________________________________________________________________
 GD0039  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0039  DYNAMIC HT  -         156.290 (meters)     512.76  (feet)  COMP
 GD0039  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 GD0039
 GD0039  VERT ORDER  -  FIRST     CLASS II
 GD0039
 GD0039.The horizontal coordinates were scaled from a topographic map and have
 GD0039.an estimated accuracy of +/- 6 seconds.
 GD0039
 GD0039.The orthometric height was determined by differential leveling
 GD0039.and adjusted by the National Geodetic Survey in June 1991..
 GD0039
 GD0039.The geoid height was determined by GEOID03.
 GD0039
 GD0039.The dynamic height is computed by dividing the NAVD 88
 GD0039.geopotential number by the normal gravity value computed on the
 GD0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0039.degrees latitude (g = 980.6199 gals.).
 GD0039
 GD0039.The modeled gravity was interpolated from observed gravity values.
 GD0039
 GD0039;                    North         East    Units  Estimated Accuracy
 GD0039;SPC KY1Z     - 1,062,460.    1,291,300.      MT  (+/- 180 meters Scaled)
 GD0039
 GD0039                          SUPERSEDED SURVEY CONTROL
 GD0039
 GD0039  NGVD 29 (??/??/??)  156.478  (m)          513.38   (f) ADJUSTED    1 2
 GD0039
 GD0039.Superseded values are not recommended for survey control.
 GD0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0039.See file dsdata.txt to determine how the superseded data were derived.
 GD0039
 GD0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF027812(NAD 83)
 GD0039_MARKER: Z = SEE DESCRIPTION
 GD0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0039_STAMPING: C 27 S04 38W
 GD0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0039+STABILITY: SURFACE MOTION
 GD0039
 GD0039  HISTORY     - Date     Condition        Report By
 GD0039  HISTORY     - UNK      MONUMENTED       TVA
 GD0039  HISTORY     - 1946     GOOD             CGS
 GD0039
 GD0039                          STATION DESCRIPTION
 GD0039
 GD0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0039'13 MI NW FROM GOLDEN POND.
 GD0039'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0039'AT GOLDEN POND, THENCE ABOUT 10.4 MILES NORTH ALONG THE DIVIDING
 GD0039'RIDGE ROAD, 36 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 15
 GD0039'FEET NORTHEAST OF A BLAZED 14 INCH OAK TREE, 19.5 FEET EAST OF
 GD0039'A TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 GD0039'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1273 ***********************************************************************
 GB1273  DESIGNATION -  C 270
 GB1273  PID         -  GB1273
 GB1273  STATE/COUNTY-  KY/MCCREARY
 GB1273  USGS QUAD   -  COOPERSVILLE (1983)
 GB1273
 GB1273                         *CURRENT SURVEY CONTROL
 GB1273  ___________________________________________________________________
 GB1273* NAD 83(1986)-  36 46 39.     (N)    084 37 30.     (W)     SCALED    
 GB1273* NAVD 88     -       275.057  (meters)     902.42   (feet)  ADJUSTED  
 GB1273  ___________________________________________________________________
 GB1273  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GB1273  DYNAMIC HT  -         274.839 (meters)     901.70  (feet)  COMP
 GB1273  MODELED GRAV-     979,831.5   (mgal)                       NAVD 88
 GB1273
 GB1273  VERT ORDER  -  SECOND    CLASS 0
 GB1273
 GB1273.The horizontal coordinates were scaled from a topographic map and have
 GB1273.an estimated accuracy of +/- 6 seconds.
 GB1273
 GB1273.The orthometric height was determined by differential leveling
 GB1273.and adjusted by the National Geodetic Survey in June 1991..
 GB1273
 GB1273.The geoid height was determined by GEOID03.
 GB1273
 GB1273.The dynamic height is computed by dividing the NAVD 88
 GB1273.geopotential number by the normal gravity value computed on the
 GB1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1273.degrees latitude (g = 980.6199 gals.).
 GB1273
 GB1273.The modeled gravity was interpolated from observed gravity values.
 GB1273
 GB1273;                    North         East    Units  Estimated Accuracy
 GB1273;SPC KY1Z     - 1,049,900.    1,600,440.      MT  (+/- 180 meters Scaled)
 GB1273
 GB1273                          SUPERSEDED SURVEY CONTROL
 GB1273
 GB1273  NGVD 29 (??/??/92)  275.203  (m)          902.90   (f) ADJ UNCH    2 0
 GB1273
 GB1273.Superseded values are not recommended for survey control.
 GB1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1273.See file dsdata.txt to determine how the superseded data were derived.
 GB1273
 GB1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF119728(NAD 83)
 GB1273_MARKER: DB = BENCH MARK DISK
 GB1273_SETTING: 66 = SET IN ROCK OUTCROP
 GB1273_SP_SET: LIMESTONE
 GB1273_STAMPING: C 270 1951 902.895
 GB1273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1273+STABILITY: POSITION/ELEVATION WELL
 GB1273
 GB1273  HISTORY     - Date     Condition        Report By
 GB1273  HISTORY     - 1951     MONUMENTED       CGS
 GB1273  HISTORY     - 1957     GOOD             NGS
 GB1273
 GB1273                          STATION DESCRIPTION
 GB1273
 GB1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1273'1.6 MI SE FROM RITNER.
 GB1273'ABOUT 1.55 MILES SOUTHEAST ALONG A ROUGH ROCKY ROAD FROM THE
 GB1273'POST OFFICE AT RITNER, ABOUT 1.2 MILES SOUTHEAST OF FORD ACROSS
 GB1273'LITTLE SOUTH FORK RIVER, ABOUT 1.0 MILE SOUTHEAST OF JUNCTION
 GB1273'OF A ROAD LEADING NORTHEAST VIA FOSTER SCHOOL IN MOUTH OF ALUM
 GB1273'CREEK, 51 FEET EAST OF CENTER LINE OF ROAD, SET VERTICALLY ABOUT
 GB1273'1 1/2 FEET ABOVE GROUND IN THE WEST FACE OF A LAYER OF LIMESTONE
 GB1273'ABOUT 1 1/2-FOOT THICK AND ABOUT 10 FEET ABOVE LEVEL OF ROAD.
 GB1273
 GB1273                          STATION RECOVERY (1957)
 GB1273
 GB1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0519 ***********************************************************************
 GY0519  DESIGNATION -  C 271
 GY0519  PID         -  GY0519
 GY0519  STATE/COUNTY-  KY/PIKE
 GY0519  USGS QUAD   -  MATEWAN (1992)
 GY0519
 GY0519                         *CURRENT SURVEY CONTROL
 GY0519  ___________________________________________________________________
 GY0519* NAD 83(1986)-  37 31 54.     (N)    082 09 32.     (W)     SCALED    
 GY0519* NAVD 88     -       245.180  (meters)     804.39   (feet)  ADJUSTED  
 GY0519  ___________________________________________________________________
 GY0519  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GY0519  DYNAMIC HT  -         244.991 (meters)     803.77  (feet)  COMP
 GY0519  MODELED GRAV-     979,849.6   (mgal)                       NAVD 88
 GY0519
 GY0519  VERT ORDER  -  SECOND    CLASS 0
 GY0519
 GY0519.The horizontal coordinates were scaled from a topographic map and have
 GY0519.an estimated accuracy of +/- 6 seconds.
 GY0519
 GY0519.The orthometric height was determined by differential leveling
 GY0519.and adjusted by the National Geodetic Survey in June 1991..
 GY0519
 GY0519.The geoid height was determined by GEOID03.
 GY0519
 GY0519.The dynamic height is computed by dividing the NAVD 88
 GY0519.geopotential number by the normal gravity value computed on the
 GY0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0519.degrees latitude (g = 980.6199 gals.).
 GY0519
 GY0519.The modeled gravity was interpolated from observed gravity values.
 GY0519
 GY0519;                    North         East    Units  Estimated Accuracy
 GY0519;SPC KY1Z     - 1,139,100.    1,817,310.      MT  (+/- 180 meters Scaled)
 GY0519
 GY0519                          SUPERSEDED SURVEY CONTROL
 GY0519
 GY0519  NGVD 29 (??/??/92)  245.391  (m)          805.09   (f) ADJ UNCH    2 0
 GY0519
 GY0519.Superseded values are not recommended for survey control.
 GY0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0519.See file dsdata.txt to determine how the superseded data were derived.
 GY0519
 GY0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB976544(NAD 83)
 GY0519_MARKER: DB = BENCH MARK DISK
 GY0519_SETTING: 66 = SET IN ROCK OUTCROP
 GY0519_SP_SET: ROCK CUT
 GY0519_STAMPING: C 271 1952 805.087
 GY0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0519+STABILITY: POSITION/ELEVATION WELL
 GY0519
 GY0519  HISTORY     - Date     Condition        Report By
 GY0519  HISTORY     - 1952     MONUMENTED       CGS
 GY0519  HISTORY     - 1956     GOOD             NGS
 GY0519
 GY0519                          STATION DESCRIPTION
 GY0519
 GY0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0519'1.6 MI N FROM PHELPS.
 GY0519'1.6 MILES NORTH ALONG STATE HIGHWAY 194 FROM THE JUNCTION OF
 GY0519'STATE HIGHWAY 199 AT PHELPS, 0.7 MILE SOUTH OF A SCHOOL, SET
 GY0519'IN THE TOP OF A SMALL SHELF AT THE BOTTOM OF A LONG ROCK CUT,
 GY0519'24 FEET NORTH OF CENTER LINE OF HIGHWAY, ABOUT 48 YARDS WEST OF
 GY0519'CENTER OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND WEST,
 GY0519'53 FEET NORTH AND ACROSS HIGHWAY FROM NORTH END OF A FOOT
 GY0519'BRIDGE SOUTH ACROSS PETER CREEK TO A WHITE FARM HOUSE, 2.5 FEET
 GY0519'EAST AND ABOUT 4 FEET BELOW A 12-INCH TRIANGLE CHISELED IN FACE
 GY0519'OF ROCK CUT, AND ABOUT 1.5 FEET ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1593 ***********************************************************************
 GA1593  DESIGNATION -  C 274
 GA1593  PID         -  GA1593
 GA1593  STATE/COUNTY-  KY/HARLAN
 GA1593  USGS QUAD   -  EWING (1978)
 GA1593
 GA1593                         *CURRENT SURVEY CONTROL
 GA1593  ___________________________________________________________________
 GA1593* NAD 83(1986)-  36 42 29.     (N)    083 26 33.     (W)     SCALED    
 GA1593* NAVD 88     -       712.484  (meters)    2337.54   (feet)  ADJUSTED  
 GA1593  ___________________________________________________________________
 GA1593  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GA1593  DYNAMIC HT  -         711.856 (meters)    2335.48  (feet)  COMP
 GA1593  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 GA1593
 GA1593  VERT ORDER  -  SECOND    CLASS 0
 GA1593
 GA1593.The horizontal coordinates were scaled from a topographic map and have
 GA1593.an estimated accuracy of +/- 6 seconds.
 GA1593
 GA1593.The orthometric height was determined by differential leveling
 GA1593.and adjusted by the National Geodetic Survey in June 1991..
 GA1593
 GA1593.The geoid height was determined by GEOID03.
 GA1593
 GA1593.The dynamic height is computed by dividing the NAVD 88
 GA1593.geopotential number by the normal gravity value computed on the
 GA1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1593.degrees latitude (g = 980.6199 gals.).
 GA1593
 GA1593.The modeled gravity was interpolated from observed gravity values.
 GA1593
 GA1593;                    North         East    Units  Estimated Accuracy
 GA1593;SPC KY1Z     - 1,044,140.    1,706,180.      MT  (+/- 180 meters Scaled)
 GA1593
 GA1593                          SUPERSEDED SURVEY CONTROL
 GA1593
 GA1593  NGVD 29 (??/??/92)  712.632  (m)         2338.03   (f) ADJ UNCH    2 0
 GA1593
 GA1593.Superseded values are not recommended for survey control.
 GA1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1593.See file dsdata.txt to determine how the superseded data were derived.
 GA1593
 GA1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA818652(NAD 83)
 GA1593_MARKER: DB = BENCH MARK DISK
 GA1593_SETTING: 66 = SET IN ROCK OUTCROP
 GA1593_SP_SET: OUTCROP
 GA1593_STAMPING: C 274 1952
 GA1593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1593+STABILITY: POSITION/ELEVATION WELL
 GA1593
 GA1593  HISTORY     - Date     Condition        Report By
 GA1593  HISTORY     - 1952     MONUMENTED       CGS
 GA1593  HISTORY     - 1957     MARK NOT FOUND   NGS
 GA1593
 GA1593                          STATION DESCRIPTION
 GA1593
 GA1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1593'7.6 MI S FROM ALVA.
 GA1593'ABOUT 3.05 MILES SOUTHEAST ALONG A GRAVEL AND DIRT ROAD FROM THE
 GA1593'FIRST BAPTIST CHURCH AT ALVA, THENCE ABOUT 4.5 MILES WEST ALONG
 GA1593'A ROUGH MOUNTAIN ROAD, ABOUT 0.7 MILE EAST OF JUNCTION OF A ROAD
 GA1593'LEADING NORTH AND SOUTHWEST, ON THE OUTSIDE OF A TURN IN ROAD
 GA1593'WITH TANGENTS EXTENDING SOUTHWEST AND SOUTHEAST, SET IN THE
 GA1593'TOP OF THE SOUTHEAST CORNER OF AN OUTCROP OF ROCK WHICH IS IN
 GA1593'MOUNTAIN SIDE AND ON THE WEST SIDE OF A SMALL RAVINE, 15 FEET
 GA1593'NORTH OF CENTER LINE OF ROAD, 22 FEET EAST OF A LONE 20-INCH
 GA1593'HICKORY TREE WITH A FORKED TOP AND ABOUT 4 FEET ABOVE LEVEL OF
 GA1593'ROAD.
 GA1593
 GA1593                          STATION RECOVERY (1957)
 GA1593
 GA1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1628 ***********************************************************************
 GA1628  DESIGNATION -  C 275
 GA1628  PID         -  GA1628
 GA1628  STATE/COUNTY-  KY/HARLAN
 GA1628  USGS QUAD   -  BLEDSOE (1980)
 GA1628
 GA1628                         *CURRENT SURVEY CONTROL
 GA1628  ___________________________________________________________________
 GA1628* NAD 83(1986)-  36 52 53.     (N)    083 18 53.     (W)     SCALED    
 GA1628* NAVD 88     -       566.283  (meters)    1857.88   (feet)  ADJUSTED  
 GA1628  ___________________________________________________________________
 GA1628  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1628  DYNAMIC HT  -         565.798 (meters)    1856.29  (feet)  COMP
 GA1628  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GA1628
 GA1628  VERT ORDER  -  SECOND    CLASS 0
 GA1628
 GA1628.The horizontal coordinates were scaled from a topographic map and have
 GA1628.an estimated accuracy of +/- 6 seconds.
 GA1628
 GA1628.The orthometric height was determined by differential leveling
 GA1628.and adjusted by the National Geodetic Survey in June 1991..
 GA1628
 GA1628.The geoid height was determined by GEOID03.
 GA1628
 GA1628.The dynamic height is computed by dividing the NAVD 88
 GA1628.geopotential number by the normal gravity value computed on the
 GA1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1628.degrees latitude (g = 980.6199 gals.).
 GA1628
 GA1628.The modeled gravity was interpolated from observed gravity values.
 GA1628
 GA1628;                    North         East    Units  Estimated Accuracy
 GA1628;SPC KY1Z     - 1,063,660.    1,717,090.      MT  (+/- 180 meters Scaled)
 GA1628
 GA1628                          SUPERSEDED SURVEY CONTROL
 GA1628
 GA1628  NGVD 29 (??/??/92)  566.431  (m)         1858.37   (f) ADJ UNCH    2 0
 GA1628
 GA1628.Superseded values are not recommended for survey control.
 GA1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1628.See file dsdata.txt to determine how the superseded data were derived.
 GA1628
 GA1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA937842(NAD 83)
 GA1628_MARKER: DB = BENCH MARK DISK
 GA1628_SETTING: 66 = SET IN ROCK OUTCROP
 GA1628_SP_SET: LEDGE
 GA1628_STAMPING: C 275 1952 1858.366
 GA1628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1628+STABILITY: POSITION/ELEVATION WELL
 GA1628
 GA1628  HISTORY     - Date     Condition        Report By
 GA1628  HISTORY     - 1952     MONUMENTED       CGS
 GA1628  HISTORY     - 1956     GOOD             NGS
 GA1628  HISTORY     - 1978     MARK NOT FOUND   USGS
 GA1628
 GA1628                          STATION DESCRIPTION
 GA1628
 GA1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1628'1.9 MI N FROM BAXTER.
 GA1628'ABOUT 1.9 MILES NORTH ALONG U.S. HIGHWAY 421 FROM THE CROSSING
 GA1628'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT BAXTER, ON THE SOUTH
 GA1628'SLOPE OF A MOUNTAIN, ALONG A SHORT NORTHWEST-SOUTHEAST TANGENT IN
 GA1628'HIGHWAY, AT THE JUNCTION OF A NARROW ROAD LEADING NORTHWEST
 GA1628'PARALLEL TO HIGHWAY (NARROW ROAD LEADS ACROSS A ROADSIDE PARK
 GA1628'AND CONNECTS BACK TO HIGHWAY AT ABOUT THE CENTER OF A CURVE WITH
 GA1628'TANGENTS EXTENDING SOUTHEAST AND EAST) ABOUT 100 YARDS SOUTHEAST
 GA1628'OF CURVE WITH TANGENTS EXTENDING SOUTHEAST AND EAST AND DRIVE TO
 GA1628'ROADSIDE PARK, SET IN THE TOP OF A LEDGE OF ROCK THAT IS PART OF
 GA1628'A LARGE CUT SOUTHWEST OF HIGHWAY, 21 FEET SOUTHWEST OF CENTER LINE
 GA1628'OF HIGHWAY, 100 FEET NORTHWEST OF A 24-INCH PIPE CULVERT WITH A
 GA1628'CONCRETE HEAD WALL, 109 FEET NORTHWEST OF CENTER OF JUNCTION OF
 GA1628'NARROW ROAD, SOUTHWEST AND ACROSS HIGHWAY FROM THE SOUTHEAST END
 GA1628'OF A LOW ROCK CUT, AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
 GA1628
 GA1628                          STATION RECOVERY (1956)
 GA1628
 GA1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1628'RECOVERED IN GOOD CONDITION.
 GA1628
 GA1628                          STATION RECOVERY (1978)
 GA1628
 GA1628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GA1628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2331 ***********************************************************************
 GY2331  DESIGNATION -  C 276
 GY2331  PID         -  GY2331
 GY2331  STATE/COUNTY-  KY/LESLIE
 GY2331  USGS QUAD   -  HOSKINSTON (1980)
 GY2331
 GY2331                         *CURRENT SURVEY CONTROL
 GY2331  ___________________________________________________________________
 GY2331* NAD 83(1986)-  37 02 39.     (N)    083 24 10.     (W)     SCALED    
 GY2331* NAVD 88     -       295.891  (meters)     970.77   (feet)  ADJUSTED  
 GY2331  ___________________________________________________________________
 GY2331  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GY2331  DYNAMIC HT  -         295.651 (meters)     969.98  (feet)  COMP
 GY2331  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 GY2331
 GY2331  VERT ORDER  -  SECOND    CLASS 0
 GY2331
 GY2331.The horizontal coordinates were scaled from a topographic map and have
 GY2331.an estimated accuracy of +/- 6 seconds.
 GY2331
 GY2331.The orthometric height was determined by differential leveling
 GY2331.and adjusted by the National Geodetic Survey in June 1991..
 GY2331
 GY2331.The geoid height was determined by GEOID03.
 GY2331
 GY2331.The dynamic height is computed by dividing the NAVD 88
 GY2331.geopotential number by the normal gravity value computed on the
 GY2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2331.degrees latitude (g = 980.6199 gals.).
 GY2331
 GY2331.The modeled gravity was interpolated from observed gravity values.
 GY2331
 GY2331;                    North         East    Units  Estimated Accuracy
 GY2331;SPC KY1Z     - 1,081,520.    1,708,790.      MT  (+/- 180 meters Scaled)
 GY2331
 GY2331                          SUPERSEDED SURVEY CONTROL
 GY2331
 GY2331  NGVD 29 (??/??/92)  296.05   (m)          971.3    (f) COMPUTED    2 0
 GY2331
 GY2331.Superseded values are not recommended for survey control.
 GY2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2331.See file dsdata.txt to determine how the superseded data were derived.
 GY2331
 GY2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB863024(NAD 83)
 GY2331_MARKER: DB = BENCH MARK DISK
 GY2331_SETTING: 66 = SET IN ROCK OUTCROP
 GY2331_SP_SET: ROCK LEDGE
 GY2331_STAMPING: C 276 1952
 GY2331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2331+STABILITY: POSITION/ELEVATION WELL
 GY2331
 GY2331  HISTORY     - Date     Condition        Report By
 GY2331  HISTORY     - 1952     MONUMENTED       CGS
 GY2331
 GY2331                          STATION DESCRIPTION
 GY2331
 GY2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2331'AT ASHER.
 GY2331'AT ASHER, AT THE POST OFFICE, ALONG ROAD FOLLOWING MIDDLE FORK
 GY2331'OF KENTUCKY RIVER, ABOUT 75 YARDS WEST OF CONFLUENCE OF BEECH
 GY2331'FORK AND MIDDLE FORK OF KENTUCKY RIVER, SET IN THE TOP OF A FLAT
 GY2331'ROCK LEDGE IN A LARGE ROCK CUT, 12 FEET SOUTHWEST OF CENTER
 GY2331'LINE OF ROAD, 63 FEET SOUTH AND ACROSS ROAD FROM SOUTH CORNER
 GY2331'OF POST OFFICE, ABOUT 100 YARDS NORTHWEST AND ACROSS BEECH FORK
 GY2331'FROM CENTER LINE OF U.S. HIGHWAY 421 AND ABOUT 3 FEET ABOVE LEVEL
 GY2331'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1678 ***********************************************************************
 GA1678  DESIGNATION -  C 277
 GA1678  PID         -  GA1678
 GA1678  STATE/COUNTY-  KY/LESLIE
 GA1678  USGS QUAD   -  BLEDSOE (1980)
 GA1678
 GA1678                         *CURRENT SURVEY CONTROL
 GA1678  ___________________________________________________________________
 GA1678* NAD 83(1986)-  36 59 18.     (N)    083 19 34.     (W)     SCALED    
 GA1678* NAVD 88     -       330.627  (meters)    1084.73   (feet)  ADJUSTED  
 GA1678  ___________________________________________________________________
 GA1678  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA1678  DYNAMIC HT  -         330.347 (meters)    1083.81  (feet)  COMP
 GA1678  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 GA1678
 GA1678  VERT ORDER  -  SECOND    CLASS 0
 GA1678
 GA1678.The horizontal coordinates were scaled from a topographic map and have
 GA1678.an estimated accuracy of +/- 6 seconds.
 GA1678
 GA1678.The orthometric height was determined by differential leveling
 GA1678.and adjusted by the National Geodetic Survey in June 1991..
 GA1678
 GA1678.The geoid height was determined by GEOID03.
 GA1678
 GA1678.The dynamic height is computed by dividing the NAVD 88
 GA1678.geopotential number by the normal gravity value computed on the
 GA1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1678.degrees latitude (g = 980.6199 gals.).
 GA1678
 GA1678.The modeled gravity was interpolated from observed gravity values.
 GA1678
 GA1678;                    North         East    Units  Estimated Accuracy
 GA1678;SPC KY1Z     - 1,075,500.    1,715,770.      MT  (+/- 180 meters Scaled)
 GA1678
 GA1678                          SUPERSEDED SURVEY CONTROL
 GA1678
 GA1678  NGVD 29 (??/??/92)  330.777  (m)         1085.22   (f) ADJ UNCH    2 0
 GA1678
 GA1678.Superseded values are not recommended for survey control.
 GA1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1678.See file dsdata.txt to determine how the superseded data were derived.
 GA1678
 GA1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA929961(NAD 83)
 GA1678_MARKER: DB = BENCH MARK DISK
 GA1678_SETTING: 66 = SET IN ROCK OUTCROP
 GA1678_SP_SET: LEDGE
 GA1678_STAMPING: C 277 1952 1085.224
 GA1678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1678+STABILITY: POSITION/ELEVATION WELL
 GA1678
 GA1678  HISTORY     - Date     Condition        Report By
 GA1678  HISTORY     - 1952     MONUMENTED       CGS
 GA1678  HISTORY     - 1956     GOOD             NGS
 GA1678  HISTORY     - 1977     MARK NOT FOUND   USGS
 GA1678
 GA1678                          STATION DESCRIPTION
 GA1678
 GA1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1678'4.2 MI SE FROM CHAPPELL.
 GA1678'ABOUT 3.55 MILES SOUTHEAST ALONG A GRAVEL ROAD AND 0.6 MILE
 GA1678'NORTHEAST ALONG A DIRT ROAD FOLLOWING GREASY CREEK FROM THE POST
 GA1678'OFFICE AT CHAPPELL, AT THE JUNCTION OF WHITE OAK CREEK ROAD
 GA1678'LEADING NORTH, JUST NORTHEAST OF CONFLUENCE OF WHITE OAK CREEK AND
 GA1678'GREASY CREEK, SET VERTICALLY IN THE SOUTHWEST FACE OF A NARROW
 GA1678'LEDGE OF ROCK IN A BLUFF, 102 FEET NORTH OF CENTER LINE OF GREASY
 GA1678'CREEK ROAD, 48 FEET EAST OF CENTER LINE OF WHITE OAK CREEK ROAD,
 GA1678'ABOUT 2 FEET ABOVE GROUND AND ABOUT 6 FEET ABOVE WHITE OAK CREEK
 GA1678'BED.
 GA1678
 GA1678                          STATION RECOVERY (1956)
 GA1678
 GA1678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1678'RECOVERED IN GOOD CONDITION.
 GA1678
 GA1678                          STATION RECOVERY (1977)
 GA1678
 GA1678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GA1678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1101 ***********************************************************************
 GY1101  DESIGNATION -  C 278
 GY1101  PID         -  GY1101
 GY1101  STATE/COUNTY-  KY/FLOYD
 GY1101  USGS QUAD   -  MC DOWELL (1992)
 GY1101
 GY1101                         *CURRENT SURVEY CONTROL
 GY1101  ___________________________________________________________________
 GY1101* NAD 83(1986)-  37 24 49.     (N)    082 38 53.     (W)     SCALED    
 GY1101* NAVD 88     -       268.525  (meters)     880.99   (feet)  ADJUSTED  
 GY1101  ___________________________________________________________________
 GY1101  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GY1101  DYNAMIC HT  -         268.312 (meters)     880.29  (feet)  COMP
 GY1101  MODELED GRAV-     979,829.7   (mgal)                       NAVD 88
 GY1101
 GY1101  VERT ORDER  -  SECOND    CLASS 0
 GY1101
 GY1101.The horizontal coordinates were scaled from a topographic map and have
 GY1101.an estimated accuracy of +/- 6 seconds.
 GY1101
 GY1101.The orthometric height was determined by differential leveling
 GY1101.and adjusted by the National Geodetic Survey in June 1991..
 GY1101
 GY1101.The geoid height was determined by GEOID03.
 GY1101
 GY1101.The dynamic height is computed by dividing the NAVD 88
 GY1101.geopotential number by the normal gravity value computed on the
 GY1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1101.degrees latitude (g = 980.6199 gals.).
 GY1101
 GY1101.The modeled gravity was interpolated from observed gravity values.
 GY1101
 GY1101;                    North         East    Units  Estimated Accuracy
 GY1101;SPC KY1Z     - 1,124,460.    1,774,540.      MT  (+/- 180 meters Scaled)
 GY1101
 GY1101                          SUPERSEDED SURVEY CONTROL
 GY1101
 GY1101  NGVD 29 (??/??/92)  268.704  (m)          881.57   (f) ADJ UNCH    2 0
 GY1101
 GY1101.Superseded values are not recommended for survey control.
 GY1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1101.See file dsdata.txt to determine how the superseded data were derived.
 GY1101
 GY1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB541420(NAD 83)
 GY1101_MARKER: DB = BENCH MARK DISK
 GY1101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1101_SP_SET: BRIDGE
 GY1101_STAMPING: C 278 1953 881.573
 GY1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1101+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 GY1101
 GY1101  HISTORY     - Date     Condition        Report By
 GY1101  HISTORY     - 1953     MONUMENTED       CGS
 GY1101  HISTORY     - 1956     POOR             NGS
 GY1101  HISTORY     - 20040330 GOOD             KYDT
 GY1101
 GY1101                          STATION DESCRIPTION
 GY1101
 GY1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1101'1.6 MI N FROM BEAVER.
 GY1101'1.55 MILES NORTH ALONG STATE HIGHWAY 979 FROM THE SCHOOL AT
 GY1101'BEAVER, 1.05 MILES SOUTH OF CASEYS STORE AND POST OFFICE AT
 GY1101'TEABERRY, 0.15 MILE SOUTHWEST OF A SCHOOL, SET IN THE TOP OF THE
 GY1101'NORTHWEST END OF NORTHEAST ABUTMENT OF A 45-FOOT CONCRETE BRIDGE
 GY1101'OVER MUD CREEK, ABOUT 100 YARDS NORTH OF CONFLUENCE OF MUD CREEK
 GY1101'AND MITCHELL FORK, 12.5 FEET NORTHWEST OF CENTER LINE OF HIGHWAY
 GY1101'AND 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 GY1101
 GY1101                          STATION RECOVERY (2004)
 GY1101
 GY1101'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1101'MARK IS 0.2 FOOT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1150 ***********************************************************************
 GY1150  DESIGNATION -  C 279
 GY1150  PID         -  GY1150
 GY1150  STATE/COUNTY-  KY/PIKE
 GY1150  USGS QUAD   -  WHEELWRIGHT (1992)
 GY1150
 GY1150                         *CURRENT SURVEY CONTROL
 GY1150  ___________________________________________________________________
 GY1150* NAD 83(1986)-  37 15 08.     (N)    082 40 49.     (W)     SCALED    
 GY1150* NAVD 88     -       381.427  (meters)    1251.40   (feet)  ADJUSTED  
 GY1150  ___________________________________________________________________
 GY1150  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GY1150  DYNAMIC HT  -         381.111 (meters)    1250.36  (feet)  COMP
 GY1150  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 GY1150
 GY1150  VERT ORDER  -  SECOND    CLASS 0
 GY1150
 GY1150.The horizontal coordinates were scaled from a topographic map and have
 GY1150.an estimated accuracy of +/- 6 seconds.
 GY1150
 GY1150.The orthometric height was determined by differential leveling
 GY1150.and adjusted by the National Geodetic Survey in June 1991..
 GY1150
 GY1150.The geoid height was determined by GEOID03.
 GY1150
 GY1150.The dynamic height is computed by dividing the NAVD 88
 GY1150.geopotential number by the normal gravity value computed on the
 GY1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1150.degrees latitude (g = 980.6199 gals.).
 GY1150
 GY1150.The modeled gravity was interpolated from observed gravity values.
 GY1150
 GY1150;                    North         East    Units  Estimated Accuracy
 GY1150;SPC KY1Z     - 1,106,460.    1,772,280.      MT  (+/- 180 meters Scaled)
 GY1150
 GY1150                          SUPERSEDED SURVEY CONTROL
 GY1150
 GY1150  NGVD 29 (??/??/92)  381.585  (m)         1251.92   (f) ADJ UNCH    2 0
 GY1150
 GY1150.Superseded values are not recommended for survey control.
 GY1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1150.See file dsdata.txt to determine how the superseded data were derived.
 GY1150
 GY1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB509241(NAD 83)
 GY1150_MARKER: DB = BENCH MARK DISK
 GY1150_SETTING: 66 = SET IN ROCK OUTCROP
 GY1150_SP_SET: ROCK CLIFF
 GY1150_STAMPING: C 279 1953 1251.917
 GY1150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1150+STABILITY: POSITION/ELEVATION WELL
 GY1150
 GY1150  HISTORY     - Date     Condition        Report By
 GY1150  HISTORY     - 1953     MONUMENTED       CGS
 GY1150  HISTORY     - 1956     GOOD             NGS
 GY1150
 GY1150                          STATION DESCRIPTION
 GY1150
 GY1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1150'AT ETTY.
 GY1150'AT ETTY, 0.2 MILE WEST ALONG ROAD FOLLOWING ROCKY FORK FROM THE
 GY1150'SCHOOL AT ETTY, 0.1 MILE WEST OF POST OFFICE AND STORE AT ETTY,
 GY1150'148 YARDS WEST OF CONFLUENCE OF BUCKLICK CREEK AND ROCKY FORK,
 GY1150'0.1 MILE EAST OF A STORE AND JUNCTION OF A ROAD SOUTHEAST, ABOUT
 GY1150'0.25 MILE EAST OF A CHURCH AND CEMETERY, SET VERTICALLY ABOUT
 GY1150'1/2 FOOT ABOVE GROUND IN THE SOUTH FACE OF A ROCK CLIFF, 22 FEET
 GY1150'NORTH OF CENTER OF ROAD AND CREEK BED OF ROCKY FORK, AND ABOUT
 GY1150'4 1/2 FEET ABOVE LEVEL OF ROAD AND CREEK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0040 ***********************************************************************
 GD0040  DESIGNATION -  C 28 TVA
 GD0040  PID         -  GD0040
 GD0040  STATE/COUNTY-  KY/TRIGG
 GD0040  USGS QUAD   -  FENTON (1986)
 GD0040
 GD0040                         *CURRENT SURVEY CONTROL
 GD0040  ___________________________________________________________________
 GD0040* NAD 83(1986)-  36 52 14.     (N)    088 05 28.     (W)     SCALED    
 GD0040* NAVD 88     -       162.270  (meters)     532.38   (feet)  ADJUSTED  
 GD0040  ___________________________________________________________________
 GD0040  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0040  DYNAMIC HT  -         162.144 (meters)     531.97  (feet)  COMP
 GD0040  MODELED GRAV-     979,855.2   (mgal)                       NAVD 88
 GD0040
 GD0040  VERT ORDER  -  FIRST     CLASS II
 GD0040
 GD0040.The horizontal coordinates were scaled from a topographic map and have
 GD0040.an estimated accuracy of +/- 6 seconds.
 GD0040
 GD0040.The orthometric height was determined by differential leveling
 GD0040.and adjusted by the National Geodetic Survey in June 1991..
 GD0040
 GD0040.The geoid height was determined by GEOID03.
 GD0040
 GD0040.The dynamic height is computed by dividing the NAVD 88
 GD0040.geopotential number by the normal gravity value computed on the
 GD0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0040.degrees latitude (g = 980.6199 gals.).
 GD0040
 GD0040.The modeled gravity was interpolated from observed gravity values.
 GD0040
 GD0040;                    North         East    Units  Estimated Accuracy
 GD0040;SPC KY1Z     - 1,062,240.    1,291,270.      MT  (+/- 180 meters Scaled)
 GD0040
 GD0040                          SUPERSEDED SURVEY CONTROL
 GD0040
 GD0040  NGVD 29 (??/??/??)  162.337  (m)          532.60   (f) ADJUSTED    1 2
 GD0040
 GD0040.Superseded values are not recommended for survey control.
 GD0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0040.See file dsdata.txt to determine how the superseded data were derived.
 GD0040
 GD0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF027810(NAD 83)
 GD0040_MARKER: Z = SEE DESCRIPTION
 GD0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0040_STAMPING: USRA NX C28 NO4 38E
 GD0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0040+STABILITY: SURFACE MOTION
 GD0040
 GD0040  HISTORY     - Date     Condition        Report By
 GD0040  HISTORY     - UNK      MONUMENTED       TVA
 GD0040  HISTORY     - 1946     GOOD             CGS
 GD0040
 GD0040                          STATION DESCRIPTION
 GD0040
 GD0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0040'12.8 MI NW FROM GOLDEN POND.
 GD0040'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0040'AT GOLDEN POND, THENCE ABOUT 10.25 MILES NORTH ALONG THE DIVIDING
 GD0040'RIDGE ROAD, ABOUT 120 FEET WEST OF THE TOP OF A CURVED GRADE,
 GD0040'40 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD AT THE OUTSIDE
 GD0040'OF A CURVE, 20 FEET SOUTHWEST OF A BLAZED 18 INCH OAK TREE, ABOUT
 GD0040'1.5 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GD0040'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2690 ***********************************************************************
 GY2690  DESIGNATION -  C 280
 GY2690  PID         -  GY2690
 GY2690  STATE/COUNTY-  KY/CLAY
 GY2690  USGS QUAD   -  OGLE (1979)
 GY2690
 GY2690                         *CURRENT SURVEY CONTROL
 GY2690  ___________________________________________________________________
 GY2690* NAD 83(1986)-  37 02 19.     (N)    083 39 46.     (W)     SCALED    
 GY2690* NAVD 88     -       278.410  (meters)     913.42   (feet)  ADJUSTED  
 GY2690  ___________________________________________________________________
 GY2690  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GY2690  DYNAMIC HT  -         278.184 (meters)     912.68  (feet)  COMP
 GY2690  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 GY2690
 GY2690  VERT ORDER  -  SECOND    CLASS 0
 GY2690
 GY2690.The horizontal coordinates were scaled from a topographic map and have
 GY2690.an estimated accuracy of +/- 6 seconds.
 GY2690
 GY2690.The orthometric height was determined by differential leveling
 GY2690.and adjusted by the National Geodetic Survey in June 1991..
 GY2690
 GY2690.The geoid height was determined by GEOID03.
 GY2690
 GY2690.The dynamic height is computed by dividing the NAVD 88
 GY2690.geopotential number by the normal gravity value computed on the
 GY2690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2690.degrees latitude (g = 980.6199 gals.).
 GY2690
 GY2690.The modeled gravity was interpolated from observed gravity values.
 GY2690
 GY2690;                    North         East    Units  Estimated Accuracy
 GY2690;SPC KY1Z     - 1,080,350.    1,685,680.      MT  (+/- 180 meters Scaled)
 GY2690
 GY2690                          SUPERSEDED SURVEY CONTROL
 GY2690
 GY2690  NGVD 29 (??/??/92)  278.567  (m)          913.93   (f) ADJ UNCH    2 0
 GY2690
 GY2690.Superseded values are not recommended for survey control.
 GY2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2690.See file dsdata.txt to determine how the superseded data were derived.
 GY2690
 GY2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB631024(NAD 83)
 GY2690_MARKER: DB = BENCH MARK DISK
 GY2690_SETTING: 66 = SET IN ROCK OUTCROP
 GY2690_SP_SET: ROCK CUT
 GY2690_STAMPING: C 280 1952 913.932
 GY2690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2690+STABILITY: POSITION/ELEVATION WELL
 GY2690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2690+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2002
 GY2690
 GY2690  HISTORY     - Date     Condition        Report By
 GY2690  HISTORY     - 1952     MONUMENTED       CGS
 GY2690  HISTORY     - 1957     GOOD             NGS
 GY2690  HISTORY     - 20020329 GOOD             KYDT
 GY2690
 GY2690                          STATION DESCRIPTION
 GY2690
 GY2690'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2690'1.5 MI N FROM BRIGHTSHADE.
 GY2690'ABOUT 1.5 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY2690'AT BRIGHTSHADE, SET VERTICALLY IN THE WEST FACE OF A BENCH ROCK
 GY2690'CUT, 16 FEET EAST OF CENTER LINE OF ROAD, 183 FEET SOUTH OF
 GY2690'CENTER OF JUNCTION OF A DIM ROAD SOUTHWEST, 115 FEET NORTH AND
 GY2690'ACROSS ROAD FROM THE EAST END OF A FOOT BRIDGE OVER EAST FORK,
 GY2690'AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
 GY2690
 GY2690                          STATION RECOVERY (1957)
 GY2690
 GY2690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2690'RECOVERED IN GOOD CONDITION.
 GY2690
 GY2690                          STATION RECOVERY (2002)
 GY2690
 GY2690'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2690'MARK IS 140 FEET NORTH AND ACROSS ROAD FROM THE EAST END OF FOOT
 GY2690'BRIDGE OVER GOOSE CREEK, 96 FEET NORTH OF CENTER OF JUNCTION OF ROAD
 GY2690'SOUTHWEST ALONG THOMAS BRANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2717 ***********************************************************************
 GY2717  DESIGNATION -  C 281
 GY2717  PID         -  GY2717
 GY2717  STATE/COUNTY-  KY/CLAY
 GY2717  USGS QUAD   -  CREEKVILLE (1979)
 GY2717
 GY2717                         *CURRENT SURVEY CONTROL
 GY2717  ___________________________________________________________________
 GY2717* NAD 83(1986)-  37 06 58.     (N)    083 33 50.     (W)     SCALED    
 GY2717* NAVD 88     -       265.561  (meters)     871.26   (feet)  ADJUSTED  
 GY2717  ___________________________________________________________________
 GY2717  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GY2717  DYNAMIC HT  -         265.345 (meters)     870.55  (feet)  COMP
 GY2717  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 GY2717
 GY2717  VERT ORDER  -  SECOND    CLASS 0
 GY2717
 GY2717.The horizontal coordinates were scaled from a topographic map and have
 GY2717.an estimated accuracy of +/- 6 seconds.
 GY2717
 GY2717.The orthometric height was determined by differential leveling
 GY2717.and adjusted by the National Geodetic Survey in June 1991..
 GY2717
 GY2717.The geoid height was determined by GEOID03.
 GY2717
 GY2717.The dynamic height is computed by dividing the NAVD 88
 GY2717.geopotential number by the normal gravity value computed on the
 GY2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2717.degrees latitude (g = 980.6199 gals.).
 GY2717
 GY2717.The modeled gravity was interpolated from observed gravity values.
 GY2717
 GY2717;                    North         East    Units  Estimated Accuracy
 GY2717;SPC KY1Z     - 1,089,150.    1,694,270.      MT  (+/- 180 meters Scaled)
 GY2717
 GY2717                          SUPERSEDED SURVEY CONTROL
 GY2717
 GY2717  NGVD 29 (??/??/92)  265.719  (m)          871.78   (f) ADJ UNCH    2 0
 GY2717
 GY2717.Superseded values are not recommended for survey control.
 GY2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2717.See file dsdata.txt to determine how the superseded data were derived.
 GY2717
 GY2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB722108(NAD 83)
 GY2717_MARKER: DB = BENCH MARK DISK
 GY2717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2717_STAMPING: C 281 1952 871.780
 GY2717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2717+STABILITY: SURFACE MOTION
 GY2717
 GY2717  HISTORY     - Date     Condition        Report By
 GY2717  HISTORY     - 1952     MONUMENTED       CGS
 GY2717  HISTORY     - 1957     GOOD             NGS
 GY2717
 GY2717                          STATION DESCRIPTION
 GY2717
 GY2717'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2717'3.2 MI S FROM ANNALEE.
 GY2717'ABOUT 3.15 MILES SOUTH ALONG RED BIRD RIVER ROAD FROM THE FORD
 GY2717'MOTOR COMPANY OFFICE AT ANNALEE, AT SUGAR CREEK SCHOOL, ABOUT
 GY2717'0.1 MILE NORTH OF A CROSSROAD, 62 FEET EAST OF CENTER LINE OF ROAD,
 GY2717'128 1/2 FEET WEST OF SOUTHWEST CORNER OF CONCRETE BLOCK SCHOOL
 GY2717'BUILDING, 156 FEET SOUTH OF SOUTH END OF A LOW BRIDGE AND FORD
 GY2717'ACROSS RED BIRD RIVER, 123 FEET SOUTH OF CENTER OF A DIM ROAD
 GY2717'EAST ALONG RIVER BANK, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 GY2717'POST, ABOUT 5 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 GY2717'OF A CONCRETE POST PROJECTING 3 INCHES.
 GY2717
 GY2717                          STATION RECOVERY (1957)
 GY2717
 GY2717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1417 ***********************************************************************
 GY1417  DESIGNATION -  C 282
 GY1417  PID         -  GY1417
 GY1417  STATE/COUNTY-  KY/MAGOFFIN
 GY1417  USGS QUAD   -  OIL SPRINGS (1992)
 GY1417
 GY1417                         *CURRENT SURVEY CONTROL
 GY1417  ___________________________________________________________________
 GY1417* NAD 83(1986)-  37 48 04.     (N)    082 58 29.     (W)     SCALED    
 GY1417* NAVD 88     -       277.587  (meters)     910.72   (feet)  ADJUSTED  
 GY1417  ___________________________________________________________________
 GY1417  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GY1417  DYNAMIC HT  -         277.375 (meters)     910.02  (feet)  COMP
 GY1417  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 GY1417
 GY1417  VERT ORDER  -  SECOND    CLASS 0
 GY1417
 GY1417.The horizontal coordinates were scaled from a topographic map and have
 GY1417.an estimated accuracy of +/- 6 seconds.
 GY1417
 GY1417.The orthometric height was determined by differential leveling
 GY1417.and adjusted by the National Geodetic Survey in June 1991..
 GY1417
 GY1417.The geoid height was determined by GEOID03.
 GY1417
 GY1417.The dynamic height is computed by dividing the NAVD 88
 GY1417.geopotential number by the normal gravity value computed on the
 GY1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1417.degrees latitude (g = 980.6199 gals.).
 GY1417
 GY1417.The modeled gravity was interpolated from observed gravity values.
 GY1417
 GY1417;                    North         East    Units  Estimated Accuracy
 GY1417;SPC KY1Z     - 1,166,530.    1,744,360.      MT  (+/- 180 meters Scaled)
 GY1417
 GY1417                          SUPERSEDED SURVEY CONTROL
 GY1417
 GY1417  NGVD 29 (??/??/92)  277.774  (m)          911.33   (f) ADJ UNCH    2 0
 GY1417
 GY1417.Superseded values are not recommended for survey control.
 GY1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1417.See file dsdata.txt to determine how the superseded data were derived.
 GY1417
 GY1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB261855(NAD 83)
 GY1417_MARKER: DB = BENCH MARK DISK
 GY1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1417_STAMPING: C 282 1952 911.330
 GY1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1417+STABILITY: SURFACE MOTION
 GY1417
 GY1417  HISTORY     - Date     Condition        Report By
 GY1417  HISTORY     - 1952     MONUMENTED       CGS
 GY1417  HISTORY     - 1955     GOOD             NGS
 GY1417  HISTORY     - 19970618 MARK NOT FOUND   KYDT
 GY1417
 GY1417                          STATION DESCRIPTION
 GY1417
 GY1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1417'1.3 MI W FROM OIL SPRINGS.
 GY1417'1.3 MILES WEST ALONG U.S. HIGHWAY 460, FROM THE POST OFFICE AT
 GY1417'OIL SPRINGS, 0.4 MILE WEST OF THE MAGOFFIN - JOHNSON COUNTY LINE,
 GY1417'0.2 MILE EAST OF THE JUNCTION OF A ROAD LEADING NORTH, 71 FEET
 GY1417'EAST NORTHEAST OF THE EAST END OF THE NORTH BANISTER OF A BRIDGE
 GY1417'OVER LITTLE PAINT CREEK, 36 FEET WEST OF THE SOUTHWEST CORNER
 GY1417'OF A GLAZED TILE STORE BUILDING, 32 FEET NORTH OF THE CENTER
 GY1417'LINE OF THE HIGHWAY, 5 FEET NORTH OF POWER POLE NO. 805226, ABOUT
 GY1417'2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GY1417
 GY1417                          STATION RECOVERY (1997)
 GY1417
 GY1417'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1417'A LARGE CONCRETE CULVERT WAS BUILT AT LOCATION IN 1988 TO REPLACE OLD
 GY1417'BRIDGE, NO SIGN OF RESET, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1463 ***********************************************************************
 GY1463  DESIGNATION -  C 283
 GY1463  PID         -  GY1463
 GY1463  STATE/COUNTY-  KY/MAGOFFIN
 GY1463  USGS QUAD   -  IVYTON (1992)
 GY1463
 GY1463                         *CURRENT SURVEY CONTROL
 GY1463  ___________________________________________________________________
 GY1463* NAD 83(1986)-  37 38 10.     (N)    082 59 40.     (W)     SCALED    
 GY1463* NAVD 88     -       284.511  (meters)     933.43   (feet)  ADJUSTED  
 GY1463  ___________________________________________________________________
 GY1463  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GY1463  DYNAMIC HT  -         284.291 (meters)     932.71  (feet)  COMP
 GY1463  MODELED GRAV-     979,851.8   (mgal)                       NAVD 88
 GY1463
 GY1463  VERT ORDER  -  SECOND    CLASS 0
 GY1463
 GY1463.The horizontal coordinates were scaled from a topographic map and have
 GY1463.an estimated accuracy of +/- 6 seconds.
 GY1463
 GY1463.The orthometric height was determined by differential leveling
 GY1463.and adjusted by the National Geodetic Survey in June 1991..
 GY1463
 GY1463.The geoid height was determined by GEOID03.
 GY1463
 GY1463.The dynamic height is computed by dividing the NAVD 88
 GY1463.geopotential number by the normal gravity value computed on the
 GY1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1463.degrees latitude (g = 980.6199 gals.).
 GY1463
 GY1463.The modeled gravity was interpolated from observed gravity values.
 GY1463
 GY1463;                    North         East    Units  Estimated Accuracy
 GY1463;SPC KY1Z     - 1,148,180.    1,743,160.      MT  (+/- 180 meters Scaled)
 GY1463
 GY1463                          SUPERSEDED SURVEY CONTROL
 GY1463
 GY1463  NGVD 29 (??/??/92)  284.701  (m)          934.06   (f) ADJ UNCH    2 0
 GY1463
 GY1463.Superseded values are not recommended for survey control.
 GY1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1463.See file dsdata.txt to determine how the superseded data were derived.
 GY1463
 GY1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB240673(NAD 83)
 GY1463_MARKER: DB = BENCH MARK DISK
 GY1463_SETTING: 66 = SET IN ROCK OUTCROP
 GY1463_SP_SET: ROCK LEDGE
 GY1463_STAMPING: C 283 1952 934.057
 GY1463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1463+STABILITY: POSITION/ELEVATION WELL
 GY1463
 GY1463  HISTORY     - Date     Condition        Report By
 GY1463  HISTORY     - 1952     MONUMENTED       CGS
 GY1463  HISTORY     - 1956     GOOD             NGS
 GY1463
 GY1463                          STATION DESCRIPTION
 GY1463
 GY1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1463'0.4 MI SE FROM SWAMPTON.
 GY1463'0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE SCHOOL AT
 GY1463'SWAMPTON, SET IN THE TOP OF A NARROW LEDGE AT THE BOTTOM AND NEAR
 GY1463'THE WEST END OF A PROMINENT ROCK CLIFF, AT THE WEST END OF A
 GY1463'CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST, 48 FEET NORTH
 GY1463'OF CENTER LINE OF HIGHWAY, 30 FEET EAST OF A FENCE CORNER, 13
 GY1463'FEET EAST OF WEST END OF CLIFF AND ABOUT 3 1/2 FEET ABOVE LEVEL
 GY1463'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1486 ***********************************************************************
 GY1486  DESIGNATION -  C 284
 GY1486  PID         -  GY1486
 GY1486  STATE/COUNTY-  KY/FLOYD
 GY1486  USGS QUAD   -  PRESTONSBURG (1992)
 GY1486
 GY1486                         *CURRENT SURVEY CONTROL
 GY1486  ___________________________________________________________________
 GY1486* NAD 83(1986)-  37 39 02.     (N)    082 50 18.     (W)     SCALED    
 GY1486* NAVD 88     -       197.864  (meters)     649.16   (feet)  ADJUSTED  
 GY1486  ___________________________________________________________________
 GY1486  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GY1486  DYNAMIC HT  -         197.713 (meters)     648.66  (feet)  COMP
 GY1486  MODELED GRAV-     979,862.6   (mgal)                       NAVD 88
 GY1486
 GY1486  VERT ORDER  -  SECOND    CLASS 0
 GY1486
 GY1486.The horizontal coordinates were scaled from a topographic map and have
 GY1486.an estimated accuracy of +/- 6 seconds.
 GY1486
 GY1486.The orthometric height was determined by differential leveling
 GY1486.and adjusted by the National Geodetic Survey in June 1991..
 GY1486
 GY1486.The geoid height was determined by GEOID03.
 GY1486
 GY1486.The dynamic height is computed by dividing the NAVD 88
 GY1486.geopotential number by the normal gravity value computed on the
 GY1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1486.degrees latitude (g = 980.6199 gals.).
 GY1486
 GY1486.The modeled gravity was interpolated from observed gravity values.
 GY1486
 GY1486;                    North         East    Units  Estimated Accuracy
 GY1486;SPC KY1Z     - 1,150,200.    1,756,880.      MT  (+/- 180 meters Scaled)
 GY1486
 GY1486                          SUPERSEDED SURVEY CONTROL
 GY1486
 GY1486  NGVD 29 (??/??/92)  198.060  (m)          649.80   (f) ADJ UNCH    2 0
 GY1486
 GY1486.Superseded values are not recommended for survey control.
 GY1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1486.See file dsdata.txt to determine how the superseded data were derived.
 GY1486
 GY1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB378686(NAD 83)
 GY1486_MARKER: DB = BENCH MARK DISK
 GY1486_SETTING: 66 = SET IN ROCK OUTCROP
 GY1486_SP_SET: ROCK LEDGE
 GY1486_STAMPING: C 284 1952 649.802
 GY1486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1486+STABILITY: POSITION/ELEVATION WELL
 GY1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1486+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 GY1486
 GY1486  HISTORY     - Date     Condition        Report By
 GY1486  HISTORY     - 1952     MONUMENTED       CGS
 GY1486  HISTORY     - 1955     GOOD             NGS
 GY1486  HISTORY     - 20011105 GOOD             KYDT
 GY1486
 GY1486                          STATION DESCRIPTION
 GY1486
 GY1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1486'1.5 MI E FROM DOTSON.
 GY1486'1.5 MILES EAST ALONG STATE HIGHWAY 114 FROM PENTECOSTAL CHURCH
 GY1486'AND CEMETERY AT DOTSON, 0.35 MILE EAST OF FITZPATRICK SCHOOL,
 GY1486'SET IN THE TOP OF A SHELF AT THE BOTTOM OF A SANDSTONE LEDGE WHICH
 GY1486'FORMS A HIGH BANK ON NORTH SIDE OF HIGHWAY, 89 FEET EAST
 GY1486'SOUTHEAST OF CENTER OF JUNCTION OF A ROAD SOUTH, 63 FEET WEST
 GY1486'OF THE NORTH END OF A 24-INCH PIPE CULVERT, 19 FEET NORTH OF
 GY1486'THE CENTER LINE OF HIGHWAY, ABOUT 1.5 FEET ABOVE LEVEL OF HIGHWAY.
 GY1486
 GY1486                          STATION RECOVERY (2001)
 GY1486
 GY1486'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2340 ***********************************************************************
 GY2340  DESIGNATION -  C 285
 GY2340  PID         -  GY2340
 GY2340  STATE/COUNTY-  KY/LESLIE
 GY2340  USGS QUAD   -  HOSKINSTON (1980)
 GY2340
 GY2340                         *CURRENT SURVEY CONTROL
 GY2340  ___________________________________________________________________
 GY2340* NAD 83(1986)-  37 06 17.     (N)    083 23 16.     (W)     SCALED    
 GY2340* NAVD 88     -       355.693  (meters)    1166.97   (feet)  ADJUSTED  
 GY2340  ___________________________________________________________________
 GY2340  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GY2340  DYNAMIC HT  -         355.406 (meters)    1166.03  (feet)  COMP
 GY2340  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 GY2340
 GY2340  VERT ORDER  -  SECOND    CLASS 0
 GY2340
 GY2340.The horizontal coordinates were scaled from a topographic map and have
 GY2340.an estimated accuracy of +/- 6 seconds.
 GY2340
 GY2340.The orthometric height was determined by differential leveling
 GY2340.and adjusted by the National Geodetic Survey in June 1991..
 GY2340
 GY2340.The geoid height was determined by GEOID03.
 GY2340
 GY2340.The dynamic height is computed by dividing the NAVD 88
 GY2340.geopotential number by the normal gravity value computed on the
 GY2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2340.degrees latitude (g = 980.6199 gals.).
 GY2340
 GY2340.The modeled gravity was interpolated from observed gravity values.
 GY2340
 GY2340;                    North         East    Units  Estimated Accuracy
 GY2340;SPC KY1Z     - 1,088,270.    1,709,950.      MT  (+/- 180 meters Scaled)
 GY2340
 GY2340                          SUPERSEDED SURVEY CONTROL
 GY2340
 GY2340  NGVD 29 (??/??/92)  355.857  (m)         1167.51   (f) ADJ UNCH    2 0
 GY2340
 GY2340.Superseded values are not recommended for survey control.
 GY2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2340.See file dsdata.txt to determine how the superseded data were derived.
 GY2340
 GY2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB878091(NAD 83)
 GY2340_MARKER: DB = BENCH MARK DISK
 GY2340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2340_SP_SET: CULVERT
 GY2340_STAMPING: C 285 1952 1167.507
 GY2340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2340
 GY2340  HISTORY     - Date     Condition        Report By
 GY2340  HISTORY     - 1952     MONUMENTED       CGS
 GY2340  HISTORY     - 1956     GOOD             NGS
 GY2340
 GY2340                          STATION DESCRIPTION
 GY2340
 GY2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2340'2.5 MI N FROM HOSKINSTON.
 GY2340'ABOUT 2.5 MILES NORTH ALONG U.S. HIGHWAY 421 FROM THE SCHOOL AT
 GY2340'HOSKINSTON, ABOUT 0.1 MILE SOUTHWEST AND UPHILL FROM A CULVERT FOR
 GY2340'A SMALL BRANCH, IN THE TOP OF THE WEST END OF THE RIGHT ANGLE
 GY2340'SHAPED CONCRETE CATCH BASIN OF A 14-INCH PIPE CULVERT, 19 FEET
 GY2340'WEST OF CENTER LINE OF HIGHWAY AND ON THE OUTSIDE OF A CURVE,
 GY2340'AND ABOUT LEVEL WITH HIGHWAY.
 GY2340
 GY2340                          STATION RECOVERY (1956)
 GY2340
 GY2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2233 ***********************************************************************
 GY2233  DESIGNATION -  C 286
 GY2233  PID         -  GY2233
 GY2233  STATE/COUNTY-  KY/PERRY
 GY2233  USGS QUAD   -  VICCO (1992)
 GY2233
 GY2233                         *CURRENT SURVEY CONTROL
 GY2233  ___________________________________________________________________
 GY2233* NAD 83(1986)-  37 12 15.     (N)    083 05 04.     (W)     SCALED    
 GY2233* NAVD 88     -       281.331  (meters)     923.00   (feet)  ADJUSTED  
 GY2233  ___________________________________________________________________
 GY2233  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GY2233  DYNAMIC HT  -         281.103 (meters)     922.25  (feet)  COMP
 GY2233  MODELED GRAV-     979,813.0   (mgal)                       NAVD 88
 GY2233
 GY2233  VERT ORDER  -  SECOND    CLASS 0
 GY2233
 GY2233.The horizontal coordinates were scaled from a topographic map and have
 GY2233.an estimated accuracy of +/- 6 seconds.
 GY2233
 GY2233.The orthometric height was determined by differential leveling
 GY2233.and adjusted by the National Geodetic Survey in June 1991..
 GY2233
 GY2233.The geoid height was determined by GEOID03.
 GY2233
 GY2233.The dynamic height is computed by dividing the NAVD 88
 GY2233.geopotential number by the normal gravity value computed on the
 GY2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2233.degrees latitude (g = 980.6199 gals.).
 GY2233
 GY2233.The modeled gravity was interpolated from observed gravity values.
 GY2233
 GY2233;                    North         East    Units  Estimated Accuracy
 GY2233;SPC KY1Z     - 1,100,030.    1,736,590.      MT  (+/- 180 meters Scaled)
 GY2233
 GY2233                          SUPERSEDED SURVEY CONTROL
 GY2233
 GY2233  NGVD 29 (??/??/92)  281.492  (m)          923.53   (f) ADJ UNCH    2 0
 GY2233
 GY2233.Superseded values are not recommended for survey control.
 GY2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2233.See file dsdata.txt to determine how the superseded data were derived.
 GY2233
 GY2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB150195(NAD 83)
 GY2233_MARKER: DB = BENCH MARK DISK
 GY2233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2233_SP_SET: BRIDGE
 GY2233_STAMPING: C 286 1952 923.528
 GY2233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2233+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1996
 GY2233
 GY2233  HISTORY     - Date     Condition        Report By
 GY2233  HISTORY     - 1952     MONUMENTED       CGS
 GY2233  HISTORY     - 1956     GOOD             NGS
 GY2233  HISTORY     - 19960610 GOOD             KYDT
 GY2233
 GY2233                          STATION DESCRIPTION
 GY2233
 GY2233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2233'2.4 MI SW FROM SASSAFRAS.
 GY2233'2.35 MILES SOUTHWEST ALONG STATE HIGHWAY 15 FROM POST OFFICE AND
 GY2233'JUNCTION OF STATE HIGHWAY 354 AT SASSAFRAS, AT THE JUNCTION OF
 GY2233'A ROAD SOUTHEAST ACROSS CARRS FORK TO SCUDDY, SET IN THE TOP
 GY2233'OF THE NORTHEAST END OF THE NORTHWEST CONCRETE AND STONE PIER
 GY2233'OF A BRIDGE OVER CARRS FORK ON ROAD TO SCUDDY, 85 FEET SOUTHEAST
 GY2233'OF CENTER LINE OF HIGHWAY, 12 FEET NORTHEAST OF CENTER LINE
 GY2233'OF BRIDGE, 36 FEET SOUTHEAST OF NORTHWEST END OF BRIDGE AND
 GY2233'ABOUT 2 FEET BELOW LEVEL OF BRIDGE FLOOR.
 GY2233
 GY2233                          STATION RECOVERY (1996)
 GY2233
 GY2233'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2233'ABOUT 3.9 MILES EAST ALONG KY 15 FROM JUNCTION WITH KY 7 AT JEFF, AT
 GY2233'SCUDDY, THENCE 200 FEET NORTHWEST TO BRIDGE OVER CARR FORK AND MARK ON
 GY2233'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2075 ***********************************************************************
 GY2075  DESIGNATION -  C 288
 GY2075  PID         -  GY2075
 GY2075  STATE/COUNTY-  KY/BREATHITT
 GY2075  USGS QUAD   -  HADDIX (1972)
 GY2075
 GY2075                         *CURRENT SURVEY CONTROL
 GY2075  ___________________________________________________________________
 GY2075* NAD 83(1986)-  37 28 00.     (N)    083 16 47.     (W)     SCALED    
 GY2075* NAVD 88     -       235.132  (meters)     771.43   (feet)  ADJUSTED  
 GY2075  ___________________________________________________________________
 GY2075  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GY2075  DYNAMIC HT  -         234.953 (meters)     770.84  (feet)  COMP
 GY2075  MODELED GRAV-     979,862.7   (mgal)                       NAVD 88
 GY2075
 GY2075  VERT ORDER  -  SECOND    CLASS 0
 GY2075
 GY2075.The horizontal coordinates were scaled from a topographic map and have
 GY2075.an estimated accuracy of +/- 6 seconds.
 GY2075
 GY2075.The orthometric height was determined by differential leveling
 GY2075.and adjusted by the National Geodetic Survey in June 1991..
 GY2075
 GY2075.The geoid height was determined by GEOID03.
 GY2075
 GY2075.The dynamic height is computed by dividing the NAVD 88
 GY2075.geopotential number by the normal gravity value computed on the
 GY2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2075.degrees latitude (g = 980.6199 gals.).
 GY2075
 GY2075.The modeled gravity was interpolated from observed gravity values.
 GY2075
 GY2075;                    North         East    Units  Estimated Accuracy
 GY2075;SPC KY1Z     - 1,128,670.    1,718,490.      MT  (+/- 180 meters Scaled)
 GY2075
 GY2075                          SUPERSEDED SURVEY CONTROL
 GY2075
 GY2075  NGVD 29 (??/??/92)  235.295  (m)          771.96   (f) ADJ UNCH    2 0
 GY2075
 GY2075.Superseded values are not recommended for survey control.
 GY2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2075.See file dsdata.txt to determine how the superseded data were derived.
 GY2075
 GY2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB983490(NAD 83)
 GY2075_MARKER: DB = BENCH MARK DISK
 GY2075_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GY2075_SP_SET: BRIDGE ABUTMENT
 GY2075_STAMPING: C 288 1952 771.964
 GY2075_MARK LOGO: CGS   
 GY2075_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY2075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2075
 GY2075  HISTORY     - Date     Condition        Report By
 GY2075  HISTORY     - 1952     MONUMENTED       CGS
 GY2075  HISTORY     - 1956     GOOD             NGS
 GY2075  HISTORY     - 19961122 GOOD             KYDT
 GY2075
 GY2075                          STATION DESCRIPTION
 GY2075
 GY2075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2075'6 MI SE FROM HADDIX.
 GY2075'6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 GY2075'OF STEEL BRIDGE WEST LEADING TO LOUISVILLE AND NASHVILLE RAILROAD
 GY2075'STATION AT HADDIX, 2.65 MILES NORTHWEST FROM CANEY SCHOOL
 GY2075'AT HARDSHELL, 1.0 MILE SOUTHEAST OF LACY DEATONS STORE, AND
 GY2075'POST OFFICE AT CLAYHOLE, ABOUT 72 YARDS NORTH OF CLAYHOLE BRETHERN
 GY2075'CHURCH, SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT
 GY2075'OF A 300-FOOT CONCRETE BRIDGE OVER TROUBLESOME CREEK, 10 FEET
 GY2075'WEST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH THE BRIDGE
 GY2075'FLOOR.
 GY2075
 GY2075                          STATION RECOVERY (1996)
 GY2075
 GY2075'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2075'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AD9234 ***********************************************************************
 AD9234  DESIGNATION -  C 288 RESET
 AD9234  PID         -  AD9234
 AD9234  STATE/COUNTY-  KY/BREATHITT
 AD9234  USGS QUAD   -  HADDIX (1972)
 AD9234
 AD9234                         *CURRENT SURVEY CONTROL
 AD9234  ___________________________________________________________________
 AD9234* NAD 83(1986)-  37 28 00.     (N)    083 16 47.     (W)     SCALED    
 AD9234* NAVD 88     -       236.47   (meters)     775.8    (feet)  RESET     
 AD9234  ___________________________________________________________________
 AD9234  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 AD9234
 AD9234  VERT ORDER  -  THIRD
 AD9234
 AD9234.The horizontal coordinates were scaled from a topographic map and have
 AD9234.an estimated accuracy of +/- 6 seconds.
 AD9234
 AD9234.The orthometric height was computed from unverified reset data.
 AD9234
 AD9234.The geoid height was determined by GEOID03.
 AD9234
 AD9234;                    North         East    Units  Estimated Accuracy
 AD9234;SPC KY1Z     - 1,128,670.    1,718,490.      MT  (+/- 180 meters Scaled)
 AD9234
 AD9234                          SUPERSEDED SURVEY CONTROL
 AD9234
 AD9234.No superseded survey control is available for this station.
 AD9234
 AD9234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB983490(NAD 83)
 AD9234_MARKER: DV = VERTICAL CONTROL DISK
 AD9234_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD9234_SP_SET: BRIDGE ABUTMENT
 AD9234_STAMPING: C 288 1952 RESET 1996
 AD9234_MARK LOGO: NGS   
 AD9234_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9234
 AD9234  HISTORY     - Date     Condition        Report By
 AD9234  HISTORY     - 1996     MONUMENTED       KYDT
 AD9234
 AD9234                          STATION DESCRIPTION
 AD9234
 AD9234'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 AD9234'4.4 MILES (7.1 KM) EAST ALONG KY 476 (FORMERLLY KY 15) FROM JUNCTION
 AD9234'OF KY 15 AT COMMUNITY OF LOST CREEK, AT CLAYHOLE GRACE BRETHERN
 AD9234'CHURCH, IN TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A 295 FOOT
 AD9234'(89.9 M) CONCRETE BRIDGE OVER TROUBLESOME CREEK, 18 FEET (5.5 M) WEST
 AD9234'OF CENTERLINE OF ROAD, 1.4 FEET (0.4 M) WEST OF WEST FACE OF WEST
 AD9234'BARRIER WALL AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2099 ***********************************************************************
 GY2099  DESIGNATION -  C 289
 GY2099  PID         -  GY2099
 GY2099  STATE/COUNTY-  KY/PERRY
 GY2099  USGS QUAD   -  HAZARD NORTH (1992)
 GY2099
 GY2099                         *CURRENT SURVEY CONTROL
 GY2099  ___________________________________________________________________
 GY2099* NAD 83(1986)-  37 20 50.     (N)    083 07 46.     (W)     SCALED    
 GY2099* NAVD 88     -       274.410  (meters)     900.29   (feet)  ADJUSTED  
 GY2099  ___________________________________________________________________
 GY2099  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GY2099  DYNAMIC HT  -         274.194 (meters)     899.58  (feet)  COMP
 GY2099  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 GY2099
 GY2099  VERT ORDER  -  SECOND    CLASS 0
 GY2099
 GY2099.The horizontal coordinates were scaled from a topographic map and have
 GY2099.an estimated accuracy of +/- 6 seconds.
 GY2099
 GY2099.The orthometric height was determined by differential leveling
 GY2099.and adjusted by the National Geodetic Survey in June 1991..
 GY2099
 GY2099.The geoid height was determined by GEOID03.
 GY2099
 GY2099.The dynamic height is computed by dividing the NAVD 88
 GY2099.geopotential number by the normal gravity value computed on the
 GY2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2099.degrees latitude (g = 980.6199 gals.).
 GY2099
 GY2099.The modeled gravity was interpolated from observed gravity values.
 GY2099
 GY2099;                    North         East    Units  Estimated Accuracy
 GY2099;SPC KY1Z     - 1,115,790.    1,732,150.      MT  (+/- 180 meters Scaled)
 GY2099
 GY2099                          SUPERSEDED SURVEY CONTROL
 GY2099
 GY2099  NGVD 29 (??/??/92)  274.576  (m)          900.84   (f) ADJ UNCH    2 0
 GY2099
 GY2099.Superseded values are not recommended for survey control.
 GY2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2099.See file dsdata.txt to determine how the superseded data were derived.
 GY2099
 GY2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB113355(NAD 83)
 GY2099_MARKER: DB = BENCH MARK DISK
 GY2099_SETTING: 66 = SET IN ROCK OUTCROP
 GY2099_SP_SET: ROCK CUT
 GY2099_STAMPING: C 289 1952 900.838
 GY2099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2099+STABILITY: POSITION/ELEVATION WELL
 GY2099
 GY2099  HISTORY     - Date     Condition        Report By
 GY2099  HISTORY     - 1952     MONUMENTED       CGS
 GY2099  HISTORY     - 1956     GOOD             NGS
 GY2099  HISTORY     - 19940610 MARK NOT FOUND   KYDT
 GY2099
 GY2099                          STATION DESCRIPTION
 GY2099
 GY2099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2099'1 MI NW FROM DWARF.
 GY2099'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE JUNCTION WITH
 GY2099'STATE HIGHWAY 80 AT DWARF, ABOUT 95 YARDS SOUTHEAST OF EAST END OF
 GY2099'A BRIDGE OVER TROUBLESOME CREEK, SET VERTICALLY IN THE NORTHEAST
 GY2099'FACE OF A 30-FOOT HIGH CLIFF, 1 FOOT ABOVE A 2-FOOT LAYER
 GY2099'OF COAL IN CUT, 22 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY AND
 GY2099'3.5 FEET ABOVE LEVEL OF HIGHWAY.
 GY2099
 GY2099                          STATION RECOVERY (1994)
 GY2099
 GY2099'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY2099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0041 ***********************************************************************
 GD0041  DESIGNATION -  C 29 TVA
 GD0041  PID         -  GD0041
 GD0041  STATE/COUNTY-  KY/TRIGG
 GD0041  USGS QUAD   -  FENTON (1986)
 GD0041
 GD0041                         *CURRENT SURVEY CONTROL
 GD0041  ___________________________________________________________________
 GD0041* NAD 83(1986)-  36 51 58.     (N)    088 05 05.     (W)     SCALED    
 GD0041* NAVD 88     -       159.449  (meters)     523.13   (feet)  ADJUSTED  
 GD0041  ___________________________________________________________________
 GD0041  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0041  DYNAMIC HT  -         159.326 (meters)     522.72  (feet)  COMP
 GD0041  MODELED GRAV-     979,854.0   (mgal)                       NAVD 88
 GD0041
 GD0041  VERT ORDER  -  FIRST     CLASS II
 GD0041
 GD0041.The horizontal coordinates were scaled from a topographic map and have
 GD0041.an estimated accuracy of +/- 6 seconds.
 GD0041
 GD0041.The orthometric height was determined by differential leveling
 GD0041.and adjusted by the National Geodetic Survey in June 1991..
 GD0041
 GD0041.The geoid height was determined by GEOID03.
 GD0041
 GD0041.The dynamic height is computed by dividing the NAVD 88
 GD0041.geopotential number by the normal gravity value computed on the
 GD0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0041.degrees latitude (g = 980.6199 gals.).
 GD0041
 GD0041.The modeled gravity was interpolated from observed gravity values.
 GD0041
 GD0041;                    North         East    Units  Estimated Accuracy
 GD0041;SPC KY1Z     - 1,061,740.    1,291,830.      MT  (+/- 180 meters Scaled)
 GD0041
 GD0041                          SUPERSEDED SURVEY CONTROL
 GD0041
 GD0041  NGVD 29 (??/??/??)  159.517  (m)          523.35   (f) ADJUSTED    1 2
 GD0041
 GD0041.Superseded values are not recommended for survey control.
 GD0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0041.See file dsdata.txt to determine how the superseded data were derived.
 GD0041
 GD0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF033805(NAD 83)
 GD0041_MARKER: Z = SEE DESCRIPTION
 GD0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0041_STAMPING: USRA NX C 29 N 81 34E
 GD0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0041+STABILITY: SURFACE MOTION
 GD0041
 GD0041  HISTORY     - Date     Condition        Report By
 GD0041  HISTORY     - UNK      MONUMENTED       TVA
 GD0041  HISTORY     - 1946     GOOD             CGS
 GD0041  HISTORY     - 1972     GOOD             NGS
 GD0041
 GD0041                          STATION DESCRIPTION
 GD0041
 GD0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0041'12.4 MI NW FROM GOLDEN POND.
 GD0041'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0041'AT GOLDEN POND, THENCE ABOUT 9.75 MILES NORTH ALONG THE DIVIDING
 GD0041'RIDGE ROAD, ABOUT 0.8 MILE NORTHWEST OF THE MULBERRY FLAT FIELD
 GD0041'OFFICE AND THE JUNCTION OF A ROAD LEADING EAST, 370 FEET
 GD0041'NORTHWEST OF A TRANSMISSION POWER LINE CROSSING, 35 FEET SOUTHWEST
 GD0041'OF THE CENTER LINE OF THE ROAD, 9.5 FEET SOUTHEAST OF A BLAZED
 GD0041'14 INCH OAK TREE, ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE
 GD0041'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  TRAVEL KY STATE HWY
 GD0041'453 N FROM JUNCTION WITH U.S. HWY 68 FOR 7.2 MI, TURN LT AT
 GD0041'CROSSROADS, GO 0.1 MI TO STATION ON LT SIDE GRAVEL RD, 35 SW OF
 GD0041'CENTERLINE RD 9.5 SE OF BLAZED 12 IN BLACK OAK TREE, STEEL POST
 GD0041'AND SURVEY MARKER SIGN SET AT MONUMENT.
 GD0041
 GD0041                          STATION RECOVERY (1972)
 GD0041
 GD0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1721 ***********************************************************************
 GA1721  DESIGNATION -  C 290
 GA1721  PID         -  GA1721
 GA1721  STATE/COUNTY-  KY/HARLAN
 GA1721  USGS QUAD   -  LOUELLEN (1982)
 GA1721
 GA1721                         *CURRENT SURVEY CONTROL
 GA1721  ___________________________________________________________________
 GA1721* NAD 83(1986)-  36 58 27.     (N)    083 01 05.     (W)     SCALED    
 GA1721* NAVD 88     -       555.168  (meters)    1821.41   (feet)  ADJUSTED  
 GA1721  ___________________________________________________________________
 GA1721  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA1721  DYNAMIC HT  -         554.692 (meters)    1819.85  (feet)  COMP
 GA1721  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 GA1721
 GA1721  VERT ORDER  -  SECOND    CLASS 0
 GA1721
 GA1721.The horizontal coordinates were scaled from a topographic map and have
 GA1721.an estimated accuracy of +/- 6 seconds.
 GA1721
 GA1721.The orthometric height was determined by differential leveling
 GA1721.and adjusted by the National Geodetic Survey in June 1991..
 GA1721
 GA1721.The geoid height was determined by GEOID03.
 GA1721
 GA1721.The dynamic height is computed by dividing the NAVD 88
 GA1721.geopotential number by the normal gravity value computed on the
 GA1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1721.degrees latitude (g = 980.6199 gals.).
 GA1721
 GA1721.The modeled gravity was interpolated from observed gravity values.
 GA1721
 GA1721;                    North         East    Units  Estimated Accuracy
 GA1721;SPC KY1Z     - 1,074,680.    1,743,230.      MT  (+/- 180 meters Scaled)
 GA1721
 GA1721                          SUPERSEDED SURVEY CONTROL
 GA1721
 GA1721  NGVD 29 (??/??/92)  555.299  (m)         1821.84   (f) ADJ UNCH    2 0
 GA1721
 GA1721.Superseded values are not recommended for survey control.
 GA1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1721.See file dsdata.txt to determine how the superseded data were derived.
 GA1721
 GA1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA203939(NAD 83)
 GA1721_MARKER: DB = BENCH MARK DISK
 GA1721_SETTING: 66 = SET IN ROCK OUTCROP
 GA1721_SP_SET: CUT
 GA1721_STAMPING: C 290 1952 1821.843
 GA1721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1721+STABILITY: POSITION/ELEVATION WELL
 GA1721
 GA1721  HISTORY     - Date     Condition        Report By
 GA1721  HISTORY     - 1952     MONUMENTED       CGS
 GA1721  HISTORY     - 1956     GOOD             NGS
 GA1721
 GA1721                          STATION DESCRIPTION
 GA1721
 GA1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1721'1.8 MI NW FROM CUMBERLAND.
 GA1721'ABOUT 1.1 MILES WEST ALONG U.S. HIGHWAY 119 FROM THE BRIDGE OVER
 GA1721'CUMBERLAND RIVER AT CUMBERLAND, THENCE ABOUT 0.65 MILE NORTHWEST
 GA1721'ALONG STATE HIGHWAY 160, ON THE SOUTH SLOPE OF PINE MOUNTAIN, ON
 GA1721'THE INSIDE AND AT NORTHWEST END OF A CURVE WITH TANGENTS EXTENDING
 GA1721'EAST AND NORTHWEST, IN THE TOP OF A NARROW LEDGE ON SOUTHWEST
 GA1721'FACE OF A ROCK CUT, 21 FEET NORTHEAST OF CENTER LINE OF HIGHWAY
 GA1721'AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
 GA1721
 GA1721                          STATION RECOVERY (1956)
 GA1721
 GA1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1425 ***********************************************************************
 GY1425  DESIGNATION -  C 292
 GY1425  PID         -  GY1425
 GY1425  STATE/COUNTY-  KY/JOHNSON
 GY1425  USGS QUAD   -  PAINTSVILLE (1992)
 GY1425
 GY1425                         *CURRENT SURVEY CONTROL
 GY1425  ___________________________________________________________________
 GY1425* NAD 83(1986)-  37 50 06.     (N)    082 52 15.     (W)     SCALED    
 GY1425* NAVD 88     -       191.149  (meters)     627.13   (feet)  ADJUSTED  
 GY1425  ___________________________________________________________________
 GY1425  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 GY1425  DYNAMIC HT  -         191.008 (meters)     626.67  (feet)  COMP
 GY1425  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 GY1425
 GY1425  VERT ORDER  -  SECOND    CLASS 0
 GY1425
 GY1425.The horizontal coordinates were scaled from a topographic map and have
 GY1425.an estimated accuracy of +/- 6 seconds.
 GY1425
 GY1425.The orthometric height was determined by differential leveling
 GY1425.and adjusted by the National Geodetic Survey in June 1991..
 GY1425
 GY1425.The geoid height was determined by GEOID03.
 GY1425
 GY1425.The dynamic height is computed by dividing the NAVD 88
 GY1425.geopotential number by the normal gravity value computed on the
 GY1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1425.degrees latitude (g = 980.6199 gals.).
 GY1425
 GY1425.The modeled gravity was interpolated from observed gravity values.
 GY1425
 GY1425;                    North         East    Units  Estimated Accuracy
 GY1425;SPC KY1Z     - 1,170,570.    1,753,390.      MT  (+/- 180 meters Scaled)
 GY1425
 GY1425                          SUPERSEDED SURVEY CONTROL
 GY1425
 GY1425  NGVD 29 (??/??/92)  191.351  (m)          627.79   (f) ADJ UNCH    2 0
 GY1425
 GY1425.Superseded values are not recommended for survey control.
 GY1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1425.See file dsdata.txt to determine how the superseded data were derived.
 GY1425
 GY1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB353891(NAD 83)
 GY1425_MARKER: DB = BENCH MARK DISK
 GY1425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1425_SP_SET: BRIDGE ABUTMENT
 GY1425_STAMPING: C 292 1952 627.791
 GY1425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1425+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1997
 GY1425
 GY1425  HISTORY     - Date     Condition        Report By
 GY1425  HISTORY     - 1952     MONUMENTED       CGS
 GY1425  HISTORY     - 1955     GOOD             NGS
 GY1425  HISTORY     - 19970618 GOOD             KYDT
 GY1425
 GY1425                          STATION DESCRIPTION
 GY1425
 GY1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1425'0.8 MI W FROM STAFFORDSVILLE.
 GY1425'0.8 MILE WEST ALONG U.S. HIGHWAY 460 FROM THE JUNCTION OF STATE
 GY1425'HIGHWAY 172 AT THE WEST EDGE OF THE TOWN OF STAFFORDSVILLE,
 GY1425'AT A 135 FOOT CONCRETE HIGHWAY BRIDGE OVER PAINT CREEK, IN THE TOP
 GY1425'OF THE NORTH END OF THE WEST ABUTMENT, 16 FEET NORTH OF THE CENTER
 GY1425'LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 GY1425
 GY1425                          STATION RECOVERY (1997)
 GY1425
 GY1425'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1415 ***********************************************************************
 GY1415  DESIGNATION -  C 293
 GY1415  PID         -  GY1415
 GY1415  STATE/COUNTY-  KY/MAGOFFIN
 GY1415  USGS QUAD   -  OIL SPRINGS (1992)
 GY1415
 GY1415                         *CURRENT SURVEY CONTROL
 GY1415  ___________________________________________________________________
 GY1415* NAD 83(1986)-  37 47 39.     (N)    082 59 56.     (W)     SCALED    
 GY1415* NAVD 88     -       304.857  (meters)    1000.18   (feet)  ADJUSTED  
 GY1415  ___________________________________________________________________
 GY1415  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GY1415  DYNAMIC HT  -         304.625 (meters)     999.42  (feet)  COMP
 GY1415  MODELED GRAV-     979,860.0   (mgal)                       NAVD 88
 GY1415
 GY1415  VERT ORDER  -  SECOND    CLASS 0
 GY1415
 GY1415.The horizontal coordinates were scaled from a topographic map and have
 GY1415.an estimated accuracy of +/- 6 seconds.
 GY1415
 GY1415.The orthometric height was determined by differential leveling
 GY1415.and adjusted by the National Geodetic Survey in June 1991..
 GY1415
 GY1415.The geoid height was determined by GEOID03.
 GY1415
 GY1415.The dynamic height is computed by dividing the NAVD 88
 GY1415.geopotential number by the normal gravity value computed on the
 GY1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1415.degrees latitude (g = 980.6199 gals.).
 GY1415
 GY1415.The modeled gravity was interpolated from observed gravity values.
 GY1415
 GY1415;                    North         East    Units  Estimated Accuracy
 GY1415;SPC KY1Z     - 1,165,700.    1,742,250.      MT  (+/- 180 meters Scaled)
 GY1415
 GY1415                          SUPERSEDED SURVEY CONTROL
 GY1415
 GY1415  NGVD 29 (??/??/92)  305.044  (m)         1000.80   (f) ADJ UNCH    2 0
 GY1415
 GY1415.Superseded values are not recommended for survey control.
 GY1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1415.See file dsdata.txt to determine how the superseded data were derived.
 GY1415
 GY1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB240848(NAD 83)
 GY1415_MARKER: DB = BENCH MARK DISK
 GY1415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1415_SP_SET: CULVERT
 GY1415_STAMPING: C 293 1952 1000.799
 GY1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1415
 GY1415  HISTORY     - Date     Condition        Report By
 GY1415  HISTORY     - 1952     MONUMENTED       CGS
 GY1415  HISTORY     - 1955     GOOD             NGS
 GY1415  HISTORY     - 19970618 MARK NOT FOUND   KYDT
 GY1415
 GY1415                          STATION DESCRIPTION
 GY1415
 GY1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1415'1.1 MI NE FROM FALCON.
 GY1415'1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GY1415'IN FALCON, 0.4 MILE NORTHEAST OF THE JUNCTION OF A ROAD LEADING
 GY1415'NORTHWEST, 140 YARDS SOUTHWEST OF PETEX SCHOOL AT THE JUNCTION OF
 GY1415'NARROW ROAD LEADING NORTHWEST, 75 FEET NORTHEAST OF CENTER OF
 GY1415'ROAD, 16 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 GY1415'TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL OF
 GY1415'A 6-FOOT STONE CULVERT UNDER THE HIGHWAY, ABOUT LEVEL WITH
 GY1415'HIGHWAY.
 GY1415
 GY1415                          STATION RECOVERY (1997)
 GY1415
 GY1415'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1415'THIS HEADWALL SEVERELY DETERIORATED, NO SIGN OF MARK, CONSIDER
 GY1415'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0431 ***********************************************************************
 GY0431  DESIGNATION -  C 294
 GY0431  PID         -  GY0431
 GY0431  STATE/COUNTY-  KY/PIKE
 GY0431  USGS QUAD   -  META (1992)
 GY0431
 GY0431                         *CURRENT SURVEY CONTROL
 GY0431  ___________________________________________________________________
 GY0431* NAD 83(1986)-  37 34 53.     (N)    082 28 43.     (W)     SCALED    
 GY0431* NAVD 88     -       223.988  (meters)     734.87   (feet)  ADJUSTED  
 GY0431  ___________________________________________________________________
 GY0431  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GY0431  DYNAMIC HT  -         223.820 (meters)     734.32  (feet)  COMP
 GY0431  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 GY0431
 GY0431  VERT ORDER  -  SECOND    CLASS 0
 GY0431
 GY0431.The horizontal coordinates were scaled from a topographic map and have
 GY0431.an estimated accuracy of +/- 6 seconds.
 GY0431
 GY0431.The orthometric height was determined by differential leveling
 GY0431.and adjusted by the National Geodetic Survey in June 1991..
 GY0431
 GY0431.The geoid height was determined by GEOID03.
 GY0431
 GY0431.The dynamic height is computed by dividing the NAVD 88
 GY0431.geopotential number by the normal gravity value computed on the
 GY0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0431.degrees latitude (g = 980.6199 gals.).
 GY0431
 GY0431.The modeled gravity was interpolated from observed gravity values.
 GY0431
 GY0431;                    North         East    Units  Estimated Accuracy
 GY0431;SPC KY1Z     - 1,143,580.    1,788,880.      MT  (+/- 180 meters Scaled)
 GY0431
 GY0431                          SUPERSEDED SURVEY CONTROL
 GY0431
 GY0431  NGVD 29 (??/??/92)  224.191  (m)          735.53   (f) ADJ UNCH    2 0
 GY0431
 GY0431.Superseded values are not recommended for survey control.
 GY0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0431.See file dsdata.txt to determine how the superseded data were derived.
 GY0431
 GY0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB694603(NAD 83)
 GY0431_MARKER: DB = BENCH MARK DISK
 GY0431_SETTING: 66 = SET IN ROCK OUTCROP
 GY0431_SP_SET: ROCK CUT
 GY0431_STAMPING: C 294 1952 735.533
 GY0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0431+STABILITY: POSITION/ELEVATION WELL
 GY0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0431+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 GY0431
 GY0431  HISTORY     - Date     Condition        Report By
 GY0431  HISTORY     - 1952     MONUMENTED       CGS
 GY0431  HISTORY     - 1956     GOOD             NGS
 GY0431  HISTORY     - 20010626 GOOD             KYDT
 GY0431
 GY0431                          STATION DESCRIPTION
 GY0431
 GY0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0431'1.3 MI SE FROM JOHNS CREEK.
 GY0431'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 304 FROM THE HIGH SCHOOL
 GY0431'AT JOHNS CREEK, 0.6 MILE NORTHWEST OF A CHURCH, 0.1 MILE NORTHWEST
 GY0431'OF A CULVERT FOR HORSE FORK BRANCH, ON THE OUTSIDE AND AT THE
 GY0431'WEST END OF A CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST,
 GY0431'23 YARDS EAST OF WEST END OF ROCK CUT, 16 FEET NORTH OF CENTER
 GY0431'OF HIGHWAY, SET VERTICALLY IN THE SOUTH FACE OF A 20-FOOT HIGH
 GY0431'ROCK CUT, ABOUT 1.5 FEET ABOVE THE LEVEL OF HIGHWAY.
 GY0431
 GY0431                          STATION RECOVERY (2001)
 GY0431
 GY0431'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0431'STATE HIGHWAY 304 NOW KY 194.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1583 ***********************************************************************
 GY1583  DESIGNATION -  C 295
 GY1583  PID         -  GY1583
 GY1583  STATE/COUNTY-  KY/FLOYD
 GY1583  USGS QUAD   -  THOMAS (1992)
 GY1583
 GY1583                         *CURRENT SURVEY CONTROL
 GY1583  ___________________________________________________________________
 GY1583* NAD 83(1986)-  37 40 50.     (N)    082 34 39.     (W)     SCALED    
 GY1583* NAVD 88     -       206.199  (meters)     676.50   (feet)  ADJUSTED  
 GY1583  ___________________________________________________________________
 GY1583  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GY1583  DYNAMIC HT  -         206.046 (meters)     676.00  (feet)  COMP
 GY1583  MODELED GRAV-     979,884.1   (mgal)                       NAVD 88
 GY1583
 GY1583  VERT ORDER  -  SECOND    CLASS 0
 GY1583
 GY1583.The horizontal coordinates were scaled from a topographic map and have
 GY1583.an estimated accuracy of +/- 6 seconds.
 GY1583
 GY1583.The orthometric height was determined by differential leveling
 GY1583.and adjusted by the National Geodetic Survey in June 1991..
 GY1583
 GY1583.The geoid height was determined by GEOID03.
 GY1583
 GY1583.The dynamic height is computed by dividing the NAVD 88
 GY1583.geopotential number by the normal gravity value computed on the
 GY1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1583.degrees latitude (g = 980.6199 gals.).
 GY1583
 GY1583.The modeled gravity was interpolated from observed gravity values.
 GY1583
 GY1583;                    North         East    Units  Estimated Accuracy
 GY1583;SPC KY1Z     - 1,154,270.    1,779,770.      MT  (+/- 180 meters Scaled)
 GY1583
 GY1583                          SUPERSEDED SURVEY CONTROL
 GY1583
 GY1583  NGVD 29 (??/??/92)  206.408  (m)          677.19   (f) ADJ UNCH    2 0
 GY1583
 GY1583.Superseded values are not recommended for survey control.
 GY1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1583.See file dsdata.txt to determine how the superseded data were derived.
 GY1583
 GY1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB608715(NAD 83)
 GY1583_MARKER: DB = BENCH MARK DISK
 GY1583_SETTING: 66 = SET IN ROCK OUTCROP
 GY1583_SP_SET: ROCK CLIFF
 GY1583_STAMPING: C 295 1952 677.190
 GY1583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1583+STABILITY: POSITION/ELEVATION WELL
 GY1583
 GY1583  HISTORY     - Date     Condition        Report By
 GY1583  HISTORY     - 1952     MONUMENTED       CGS
 GY1583  HISTORY     - 1956     GOOD             NGS
 GY1583
 GY1583                          STATION DESCRIPTION
 GY1583
 GY1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1583'0.8 MI E FROM THOMAS.
 GY1583'0.75 MILE EAST ALONG BRUSHY FORK ROAD FROM JUNCTION OF JOHNS
 GY1583'CREEK ROAD AT THOMAS, 70 YARDS NORTHWEST OF THE JUNCTION OF A ROAD
 GY1583'NORTHEAST UPSTREAM ALONG KITNAR BRANCH, 70 YARDS NORTHWEST OF
 GY1583'THE PIKE - FLOYD COUNTY LINE, 30 FEET NORTHEAST OF THE CENTER
 GY1583'OF ROAD, 30 FEET NORTHWEST OF A SHED, SET VERTICALLY IN THE
 GY1583'SOUTHEAST FACE OF LAYER OF ROCK IN LAYERED ROCK CLIFF AT THE
 GY1583'BASE OF HILL AND ABOUT 6 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0448 ***********************************************************************
 GY0448  DESIGNATION -  C 296
 GY0448  PID         -  GY0448
 GY0448  STATE/COUNTY-  KY/PIKE
 GY0448  USGS QUAD   -  META (1992)
 GY0448
 GY0448                         *CURRENT SURVEY CONTROL
 GY0448  ___________________________________________________________________
 GY0448* NAD 83(1986)-  37 34 27.     (N)    082 26 54.     (W)     SCALED    
 GY0448* NAVD 88     -       372.672  (meters)    1222.67   (feet)  ADJUSTED  
 GY0448  ___________________________________________________________________
 GY0448  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GY0448  DYNAMIC HT  -         372.393 (meters)    1221.76  (feet)  COMP
 GY0448  MODELED GRAV-     979,870.8   (mgal)                       NAVD 88
 GY0448
 GY0448  VERT ORDER  -  SECOND    CLASS 0
 GY0448
 GY0448.The horizontal coordinates were scaled from a topographic map and have
 GY0448.an estimated accuracy of +/- 6 seconds.
 GY0448
 GY0448.The orthometric height was determined by differential leveling
 GY0448.and adjusted by the National Geodetic Survey in June 1991..
 GY0448
 GY0448.The geoid height was determined by GEOID03.
 GY0448
 GY0448.The dynamic height is computed by dividing the NAVD 88
 GY0448.geopotential number by the normal gravity value computed on the
 GY0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0448.degrees latitude (g = 980.6199 gals.).
 GY0448
 GY0448.The modeled gravity was interpolated from observed gravity values.
 GY0448
 GY0448;                    North         East    Units  Estimated Accuracy
 GY0448;SPC KY1Z     - 1,142,870.    1,791,580.      MT  (+/- 180 meters Scaled)
 GY0448
 GY0448                          SUPERSEDED SURVEY CONTROL
 GY0448
 GY0448  NGVD 29 (??/??/92)  372.881  (m)         1223.36   (f) ADJ UNCH    2 0
 GY0448
 GY0448.Superseded values are not recommended for survey control.
 GY0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0448.See file dsdata.txt to determine how the superseded data were derived.
 GY0448
 GY0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB721595(NAD 83)
 GY0448_MARKER: DB = BENCH MARK DISK
 GY0448_SETTING: 66 = SET IN ROCK OUTCROP
 GY0448_SP_SET: ROCK CUT
 GY0448_STAMPING: C 296 1952 1223.360
 GY0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0448+STABILITY: POSITION/ELEVATION WELL
 GY0448
 GY0448  HISTORY     - Date     Condition        Report By
 GY0448  HISTORY     - 1952     MONUMENTED       CGS
 GY0448  HISTORY     - 1956     GOOD             NGS
 GY0448  HISTORY     - 20010626 MARK NOT FOUND   KYDT
 GY0448
 GY0448                          STATION DESCRIPTION
 GY0448
 GY0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0448'2.5 MI W FROM META.
 GY0448'1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 119 FROM POST OFFICE AND
 GY0448'ROAD JUNCTION AT META, TO A POINT ABOUT 0.2 MILE EAST OF THE
 GY0448'JUNCTION OF STATE HIGHWAY 304 AND U.S. HIGHWAY 119 AND BRIDGE
 GY0448'OVER JOHNS CREEK, THENCE 0.9 MILE NORTH AND NORTHEAST ALONG
 GY0448'A DIM ROUGH ROAD, 0.4 MILE SOUTH OF JUNCTION OF A DIM ROAD
 GY0448'SOUTHEAST, 0.65 MILE SOUTH OF TOP OF RIDGE AND JUNCTION OF
 GY0448'TRAILS LEADING NORTH AND WEST, SET VERTICALLY 2.5 FEET ABOVE
 GY0448'GROUND IN WEST FACE OF 7-FOOT HIGH ROCK CUT OF RUST COLORED
 GY0448'STONE, 7 FEET EAST OF THE CENTER OF ROAD AND 3.5 FEET ABOVE
 GY0448'LEVEL OF ROAD.
 GY0448
 GY0448                          STATION RECOVERY (2001)
 GY0448
 GY0448'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0714 ***********************************************************************
 GY0714  DESIGNATION -  C 297
 GY0714  PID         -  GY0714
 GY0714  STATE/COUNTY-  KY/PIKE
 GY0714  USGS QUAD   -  MILLARD (1978)
 GY0714
 GY0714                         *CURRENT SURVEY CONTROL
 GY0714  ___________________________________________________________________
 GY0714* NAD 83(1986)-  37 24 56.     (N)    082 25 16.     (W)     SCALED    
 GY0714* NAVD 88     -       213.962  (meters)     701.97   (feet)  ADJUSTED  
 GY0714  ___________________________________________________________________
 GY0714  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GY0714  DYNAMIC HT  -         213.796 (meters)     701.43  (feet)  COMP
 GY0714  MODELED GRAV-     979,850.8   (mgal)                       NAVD 88
 GY0714
 GY0714  VERT ORDER  -  SECOND    CLASS 0
 GY0714
 GY0714.The horizontal coordinates were scaled from a topographic map and have
 GY0714.an estimated accuracy of +/- 6 seconds.
 GY0714
 GY0714.The orthometric height was determined by differential leveling
 GY0714.and adjusted by the National Geodetic Survey in June 1991..
 GY0714
 GY0714.The geoid height was determined by GEOID03.
 GY0714
 GY0714.The dynamic height is computed by dividing the NAVD 88
 GY0714.geopotential number by the normal gravity value computed on the
 GY0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0714.degrees latitude (g = 980.6199 gals.).
 GY0714
 GY0714.The modeled gravity was interpolated from observed gravity values.
 GY0714
 GY0714;                    North         East    Units  Estimated Accuracy
 GY0714;SPC KY1Z     - 1,125,360.    1,794,610.      MT  (+/- 180 meters Scaled)
 GY0714
 GY0714                          SUPERSEDED SURVEY CONTROL
 GY0714
 GY0714  NGVD 29 (??/??/92)  214.165  (m)          702.64   (f) ADJ UNCH    2 0
 GY0714
 GY0714.Superseded values are not recommended for survey control.
 GY0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0714.See file dsdata.txt to determine how the superseded data were derived.
 GY0714
 GY0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB742419(NAD 83)
 GY0714_MARKER: DB = BENCH MARK DISK
 GY0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0714_SP_SET: CULVERT
 GY0714_STAMPING: C 297 1952 702.640
 GY0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0714+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2002
 GY0714
 GY0714  HISTORY     - Date     Condition        Report By
 GY0714  HISTORY     - 1952     MONUMENTED       CGS
 GY0714  HISTORY     - 1956     GOOD             NGS
 GY0714  HISTORY     - 20020724 GOOD             KYDT
 GY0714
 GY0714                          STATION DESCRIPTION
 GY0714
 GY0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0714'1.3 MI E FROM MILLARD.
 GY0714'1.3 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE JUNCTION OF STATE
 GY0714'HIGHWAY 80 AT MILLARD, SET IN THE TOP AND 1.6 FEET EAST OF WEST
 GY0714'END OF NORTH HEAD WALL OF A 5-FOOT CONCRETE PIPE CULVERT FOR LOWER
 GY0714'POMPEY BRANCH UNDER HIGHWAY AND CHESAPEAKE AND OHIO RAILROAD, 26
 GY0714'FEET NORTH OF CENTER LINE OF HIGHWAY, 97 FEET NORTHEAST AND ACROSS
 GY0714'TRACK AND HIGHWAY FROM TELEPHONE POLE NO. 48 AND ABOUT 1/2 FOOT
 GY0714'BELOW LEVEL OF HIGHWAY.
 GY0714
 GY0714                          STATION RECOVERY (2002)
 GY0714
 GY0714'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0714'MARK NOW 2 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0500 ***********************************************************************
 GY0500  DESIGNATION -  C 298
 GY0500  PID         -  GY0500
 GY0500  STATE/COUNTY-  KY/PIKE
 GY0500  USGS QUAD   -  BELFRY (1992)
 GY0500
 GY0500                         *CURRENT SURVEY CONTROL
 GY0500  ___________________________________________________________________
 GY0500* NAD 83(1986)-  37 31 27.     (N)    082 22 02.     (W)     SCALED    
 GY0500* NAVD 88     -       254.219  (meters)     834.05   (feet)  ADJUSTED  
 GY0500  ___________________________________________________________________
 GY0500  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GY0500  DYNAMIC HT  -         254.022 (meters)     833.40  (feet)  COMP
 GY0500  MODELED GRAV-     979,849.9   (mgal)                       NAVD 88
 GY0500
 GY0500  VERT ORDER  -  SECOND    CLASS 0
 GY0500
 GY0500.The horizontal coordinates were scaled from a topographic map and have
 GY0500.an estimated accuracy of +/- 6 seconds.
 GY0500
 GY0500.The orthometric height was determined by differential leveling
 GY0500.and adjusted by the National Geodetic Survey in June 1991..
 GY0500
 GY0500.The geoid height was determined by GEOID03.
 GY0500
 GY0500.The dynamic height is computed by dividing the NAVD 88
 GY0500.geopotential number by the normal gravity value computed on the
 GY0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0500.degrees latitude (g = 980.6199 gals.).
 GY0500
 GY0500.The modeled gravity was interpolated from observed gravity values.
 GY0500
 GY0500;                    North         East    Units  Estimated Accuracy
 GY0500;SPC KY1Z     - 1,137,580.    1,798,940.      MT  (+/- 180 meters Scaled)
 GY0500
 GY0500                          SUPERSEDED SURVEY CONTROL
 GY0500
 GY0500  NGVD 29 (??/??/92)  254.422  (m)          834.72   (f) ADJ UNCH    2 0
 GY0500
 GY0500.Superseded values are not recommended for survey control.
 GY0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0500.See file dsdata.txt to determine how the superseded data were derived.
 GY0500
 GY0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB791539(NAD 83)
 GY0500_MARKER: DB = BENCH MARK DISK
 GY0500_SETTING: 66 = SET IN ROCK OUTCROP
 GY0500_SP_SET: ROCK CLIFF
 GY0500_STAMPING: C 298 1952 834.716
 GY0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0500+STABILITY: POSITION/ELEVATION WELL
 GY0500
 GY0500  HISTORY     - Date     Condition        Report By
 GY0500  HISTORY     - 1952     MONUMENTED       CGS
 GY0500  HISTORY     - 1956     GOOD             NGS
 GY0500
 GY0500                          STATION DESCRIPTION
 GY0500
 GY0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0500'2 MI NW FROM KIMPER.
 GY0500'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 632 FROM HURRICANE SCHOOL
 GY0500'AT KIMPER, 0.1 MILE SOUTHEAST OF THE CONFLUENCE OF STINKING BRANCH
 GY0500'AND JOHNS CREEK, ABOUT 100 YARDS SOUTHWEST OF THE CENTER OF
 GY0500'HIGHWAY AND ACROSS JOHNS CREEK, SET VERTICALLY IN THE NORTHEAST
 GY0500'FACE OF ROCK CLIFF, 46 FEET NORTHWEST OF POWER POLE NO. 1108-4,
 GY0500'40 FEET NORTH OF THE NORTH CORNER OF A SMALL CULTIVATED FIELD,
 GY0500'OPPOSITE THE THIRD CULVERT FROM CONFLUENCE OF CREEKS, ABOUT 5
 GY0500'FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0740 ***********************************************************************
 GY0740  DESIGNATION -  C 299
 GY0740  PID         -  GY0740
 GY0740  STATE/COUNTY-  KY/PIKE
 GY0740  USGS QUAD   -  ELKHORN CITY (1978)
 GY0740
 GY0740                         *CURRENT SURVEY CONTROL
 GY0740  ___________________________________________________________________
 GY0740* NAD 83(1986)-  37 21 14.     (N)    082 18 06.     (W)     SCALED    
 GY0740* NAVD 88     -       481.175  (meters)    1578.65   (feet)  ADJUSTED  
 GY0740  ___________________________________________________________________
 GY0740  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GY0740  DYNAMIC HT  -         480.797 (meters)    1577.41  (feet)  COMP
 GY0740  MODELED GRAV-     979,828.5   (mgal)                       NAVD 88
 GY0740
 GY0740  VERT ORDER  -  SECOND    CLASS 0
 GY0740
 GY0740.The horizontal coordinates were scaled from a topographic map and have
 GY0740.an estimated accuracy of +/- 6 seconds.
 GY0740
 GY0740.The orthometric height was determined by differential leveling
 GY0740.and adjusted by the National Geodetic Survey in June 1991..
 GY0740
 GY0740.The geoid height was determined by GEOID03.
 GY0740
 GY0740.The dynamic height is computed by dividing the NAVD 88
 GY0740.geopotential number by the normal gravity value computed on the
 GY0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0740.degrees latitude (g = 980.6199 gals.).
 GY0740
 GY0740.The modeled gravity was interpolated from observed gravity values.
 GY0740
 GY0740;                    North         East    Units  Estimated Accuracy
 GY0740;SPC KY1Z     - 1,118,910.    1,805,430.      MT  (+/- 180 meters Scaled)
 GY0740
 GY0740                          SUPERSEDED SURVEY CONTROL
 GY0740
 GY0740  NGVD 29 (??/??/92)  481.378  (m)         1579.32   (f) ADJ UNCH    2 0
 GY0740
 GY0740.Superseded values are not recommended for survey control.
 GY0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0740.See file dsdata.txt to determine how the superseded data were derived.
 GY0740
 GY0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB847349(NAD 83)
 GY0740_MARKER: DB = BENCH MARK DISK
 GY0740_SETTING: 66 = SET IN ROCK OUTCROP
 GY0740_SP_SET: ROCK CUT
 GY0740_STAMPING: C 299 1952 1579.321
 GY0740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0740+STABILITY: POSITION/ELEVATION WELL
 GY0740
 GY0740  HISTORY     - Date     Condition        Report By
 GY0740  HISTORY     - 1952     MONUMENTED       CGS
 GY0740  HISTORY     - 1956     GOOD             NGS
 GY0740  HISTORY     - 20020724 MARK NOT FOUND   KYDT
 GY0740
 GY0740                          STATION DESCRIPTION
 GY0740
 GY0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0740'6 MI NE FROM ELKHORN CITY.
 GY0740'0.65 MILE NORTHWEST ALONG STATE HIGHWAY 80 FROM THE CHESAPEAKE AND
 GY0740'OHIO RAILROAD STATION AT ELKHORN CITY, THENCE 5.35 MILES NORTHEAST
 GY0740'ALONG A GRAVEL ROAD, 0.4 MILE NORTH OF THE TOP OF MOUNTAIN GRADE
 GY0740'AND THRU CUT, SET VERTICALLY IN THE SOUTHEAST FACE OF ROCK CUT, ON
 GY0740'THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND
 GY0740'NORTHEAST, 29 FEET NORTHWEST OF THE CENTER OF ROAD, 67 FEET
 GY0740'NORTHEAST OF NORTHWEST END OF A PIPE CULVERT, 44 FEET NORTHEAST
 GY0740'OF SOUTHWEST END OF CUT AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD,
 GY0740'PROBABLY COVERED WITH SLIDE DIRT.
 GY0740
 GY0740                          STATION RECOVERY (2002)
 GY0740
 GY0740'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0740'PROBABLY HERE BUT BURIED BY HEAVY SILTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0253 ***********************************************************************
 HZ0253  DESIGNATION -  C 3
 HZ0253  PID         -  HZ0253
 HZ0253  STATE/COUNTY-  KY/SCOTT
 HZ0253  USGS QUAD   -  SADIEVILLE (1978)
 HZ0253
 HZ0253                         *CURRENT SURVEY CONTROL
 HZ0253  ___________________________________________________________________
 HZ0253* NAD 83(1986)-  38 23 23.     (N)    084 32 15.     (W)     SCALED    
 HZ0253* NAVD 88     -       261.463  (meters)     857.82   (feet)  ADJUSTED  
 HZ0253  ___________________________________________________________________
 HZ0253  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ0253  DYNAMIC HT  -         261.278 (meters)     857.21  (feet)  COMP
 HZ0253  MODELED GRAV-     979,912.9   (mgal)                       NAVD 88
 HZ0253
 HZ0253  VERT ORDER  -  FIRST     CLASS II
 HZ0253
 HZ0253.The horizontal coordinates were scaled from a topographic map and have
 HZ0253.an estimated accuracy of +/- 6 seconds.
 HZ0253
 HZ0253.The orthometric height was determined by differential leveling
 HZ0253.and adjusted by the National Geodetic Survey in June 1991..
 HZ0253
 HZ0253.The geoid height was determined by GEOID03.
 HZ0253
 HZ0253.The dynamic height is computed by dividing the NAVD 88
 HZ0253.geopotential number by the normal gravity value computed on the
 HZ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0253.degrees latitude (g = 980.6199 gals.).
 HZ0253
 HZ0253.The modeled gravity was interpolated from observed gravity values.
 HZ0253
 HZ0253;                    North         East    Units  Estimated Accuracy
 HZ0253;SPC KY1Z     - 1,228,920.    1,605,920.      MT  (+/- 180 meters Scaled)
 HZ0253
 HZ0253                          SUPERSEDED SURVEY CONTROL
 HZ0253
 HZ0253  NGVD 29 (??/??/92)  261.637  (m)          858.39   (f) ADJ UNCH    1 2
 HZ0253
 HZ0253.Superseded values are not recommended for survey control.
 HZ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0253.See file dsdata.txt to determine how the superseded data were derived.
 HZ0253
 HZ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH150519(NAD 83)
 HZ0253_MARKER: DD = SURVEY DISK
 HZ0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0253_SP_SET: ABUTMENT
 HZ0253_STAMPING: C 3 1928
 HZ0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0253+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2002
 HZ0253
 HZ0253  HISTORY     - Date     Condition        Report By
 HZ0253  HISTORY     - 1928     MONUMENTED       USGS
 HZ0253  HISTORY     - 1949     GOOD             NGS
 HZ0253  HISTORY     - 20020709 GOOD             KYDT
 HZ0253
 HZ0253                          STATION DESCRIPTION
 HZ0253
 HZ0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0253'AT SADIEVILLE.
 HZ0253'AT SADIEVILLE, ABOUT 0.1 MILE SOUTH ALONG THE SOUTHERN RALWAY
 HZ0253'FROM THE STATION, SET IN THE TOP OF THE LOWER PART OF THE NORTH
 HZ0253'CONCRETE AND STONE ABUTMENT OF A RAILWAY BRIDGE OVER A BLACK
 HZ0253'TOP ROAD, 10 FEET EAST OF THE EAST RAIL OF THE EAST TRACK AND
 HZ0253'ABOUT 6 FEET BELOW THE TRACK.
 HZ0253
 HZ0253                          STATION RECOVERY (2002)
 HZ0253
 HZ0253'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0253'MARK IS 39 FEET SOUTHEAST OF THE CENTERLINE OF ROAD THAT CROSSES
 HZ0253'TRACKS, 1 FOOT NORTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0598 ***********************************************************************
 HZ0598  DESIGNATION -  C 30
 HZ0598  PID         -  HZ0598
 HZ0598  STATE/COUNTY-  KY/GALLATIN
 HZ0598  USGS QUAD   -  SANDERS (1987)
 HZ0598
 HZ0598                         *CURRENT SURVEY CONTROL
 HZ0598  ___________________________________________________________________
 HZ0598* NAD 83(1986)-  38 40 13.     (N)    084 55 52.     (W)     SCALED    
 HZ0598* NAVD 88     -       153.195  (meters)     502.61   (feet)  ADJUSTED  
 HZ0598  ___________________________________________________________________
 HZ0598  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ0598  DYNAMIC HT  -         153.095 (meters)     502.28  (feet)  COMP
 HZ0598  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 HZ0598
 HZ0598  VERT ORDER  -  SECOND    CLASS 0
 HZ0598
 HZ0598.The horizontal coordinates were scaled from a topographic map and have
 HZ0598.an estimated accuracy of +/- 6 seconds.
 HZ0598
 HZ0598.The orthometric height was determined by differential leveling
 HZ0598.and adjusted by the National Geodetic Survey in June 1991..
 HZ0598
 HZ0598.The geoid height was determined by GEOID03.
 HZ0598
 HZ0598.The dynamic height is computed by dividing the NAVD 88
 HZ0598.geopotential number by the normal gravity value computed on the
 HZ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0598.degrees latitude (g = 980.6199 gals.).
 HZ0598
 HZ0598.The modeled gravity was interpolated from observed gravity values.
 HZ0598
 HZ0598;                    North         East    Units  Estimated Accuracy
 HZ0598;SPC KY1Z     - 1,259,680.    1,571,270.      MT  (+/- 180 meters Scaled)
 HZ0598
 HZ0598                          SUPERSEDED SURVEY CONTROL
 HZ0598
 HZ0598  NGVD 29 (??/??/92)  153.388  (m)          503.24   (f) ADJ UNCH    2 0
 HZ0598
 HZ0598.Superseded values are not recommended for survey control.
 HZ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0598.See file dsdata.txt to determine how the superseded data were derived.
 HZ0598
 HZ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH799822(NAD 83)
 HZ0598_MARKER: DB = BENCH MARK DISK
 HZ0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0598_STAMPING: C 30 1934
 HZ0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0598+STABILITY: SURFACE MOTION
 HZ0598
 HZ0598  HISTORY     - Date     Condition        Report By
 HZ0598  HISTORY     - 1934     MONUMENTED       CGS
 HZ0598
 HZ0598                          STATION DESCRIPTION
 HZ0598
 HZ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ0598'1.5 MI SW FROM SPARTA.
 HZ0598'1.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0598'FROM THE STATION AT SPARTA, GALLATIN COUNTY, 0.4 MILE SOUTHWEST
 HZ0598'OF MILEPOST 64, 245 YARDS NORTHEAST OF SEMAPHORE 632, 23.3 FEET
 HZ0598'NORTHWEST OF THE NORTHWEST TRAIL, 22.5 FEET NORTH OF A WHISTLE
 HZ0598'POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED C 30
 HZ0598'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0042 ***********************************************************************
 GD0042  DESIGNATION -  C 30 TVA
 GD0042  PID         -  GD0042
 GD0042  STATE/COUNTY-  KY/TRIGG
 GD0042  USGS QUAD   -  FENTON (1986)
 GD0042
 GD0042                         *CURRENT SURVEY CONTROL
 GD0042  ___________________________________________________________________
 GD0042* NAD 83(1986)-  36 51 59.     (N)    088 04 59.     (W)     SCALED    
 GD0042* NAVD 88     -       166.479  (meters)     546.19   (feet)  ADJUSTED  
 GD0042  ___________________________________________________________________
 GD0042  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0042  DYNAMIC HT  -         166.350 (meters)     545.77  (feet)  COMP
 GD0042  MODELED GRAV-     979,853.9   (mgal)                       NAVD 88
 GD0042
 GD0042  VERT ORDER  -  FIRST     CLASS II
 GD0042
 GD0042.The horizontal coordinates were scaled from a topographic map and have
 GD0042.an estimated accuracy of +/- 6 seconds.
 GD0042
 GD0042.The orthometric height was determined by differential leveling
 GD0042.and adjusted by the National Geodetic Survey in June 1991..
 GD0042
 GD0042.The geoid height was determined by GEOID03.
 GD0042
 GD0042.The dynamic height is computed by dividing the NAVD 88
 GD0042.geopotential number by the normal gravity value computed on the
 GD0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0042.degrees latitude (g = 980.6199 gals.).
 GD0042
 GD0042.The modeled gravity was interpolated from observed gravity values.
 GD0042
 GD0042;                    North         East    Units  Estimated Accuracy
 GD0042;SPC KY1Z     - 1,061,760.    1,291,980.      MT  (+/- 180 meters Scaled)
 GD0042
 GD0042                          SUPERSEDED SURVEY CONTROL
 GD0042
 GD0042  NGVD 29 (??/??/??)  166.546  (m)          546.41   (f) ADJUSTED    1 2
 GD0042
 GD0042.Superseded values are not recommended for survey control.
 GD0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0042.See file dsdata.txt to determine how the superseded data were derived.
 GD0042
 GD0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF034805(NAD 83)
 GD0042_MARKER: Z = SEE DESCRIPTION
 GD0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0042_STAMPING: USRA NX C 30 S81 34W
 GD0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0042+STABILITY: SURFACE MOTION
 GD0042
 GD0042  HISTORY     - Date     Condition        Report By
 GD0042  HISTORY     - UNK      MONUMENTED       TVA
 GD0042  HISTORY     - 1946     GOOD             CGS
 GD0042
 GD0042                          STATION DESCRIPTION
 GD0042
 GD0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0042'12.2 MI NW FROM GOLDEN POND.
 GD0042'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0042'AT GOLDEN POND, THENCE ABOUT 9.6 MILES NORTH ALONG THE DIVIDING
 GD0042'RIDGE ROAD, ABOUT 0.7 MILE NORTHWEST OF MULBERRY FLAT FIELD
 GD0042'OFFICE, 305 FEET EAST OF A POWER TRANSMISSION LINE CROSSING, 34
 GD0042'FEET NORTH OF THE CENTER LINE OF THE ROAD, 9.5 FEET SOUTHWEST
 GD0042'OF A BLAZED 10 INCH OAK TREE, ABOUT LEVEL WITH THE ROAD AND SET
 GD0042'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1476 ***********************************************************************
 GY1476  DESIGNATION -  C 300
 GY1476  PID         -  GY1476
 GY1476  STATE/COUNTY-  KY/MAGOFFIN
 GY1476  USGS QUAD   -  DAVID (1992)
 GY1476
 GY1476                         *CURRENT SURVEY CONTROL
 GY1476  ___________________________________________________________________
 GY1476* NAD 83(1986)-  37 32 20.     (N)    082 55 37.     (W)     SCALED    
 GY1476* NAVD 88     -       305.020  (meters)    1000.72   (feet)  ADJUSTED  
 GY1476  ___________________________________________________________________
 GY1476  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GY1476  DYNAMIC HT  -         304.780 (meters)     999.93  (feet)  COMP
 GY1476  MODELED GRAV-     979,838.1   (mgal)                       NAVD 88
 GY1476
 GY1476  VERT ORDER  -  SECOND    CLASS 0
 GY1476
 GY1476.The horizontal coordinates were scaled from a topographic map and have
 GY1476.an estimated accuracy of +/- 6 seconds.
 GY1476
 GY1476.The orthometric height was determined by differential leveling
 GY1476.and adjusted by the National Geodetic Survey in June 1991..
 GY1476
 GY1476.The geoid height was determined by GEOID03.
 GY1476
 GY1476.The dynamic height is computed by dividing the NAVD 88
 GY1476.geopotential number by the normal gravity value computed on the
 GY1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1476.degrees latitude (g = 980.6199 gals.).
 GY1476
 GY1476.The modeled gravity was interpolated from observed gravity values.
 GY1476
 GY1476;                    North         East    Units  Estimated Accuracy
 GY1476;SPC KY1Z     - 1,137,570.    1,749,440.      MT  (+/- 180 meters Scaled)
 GY1476
 GY1476                          SUPERSEDED SURVEY CONTROL
 GY1476
 GY1476  NGVD 29 (??/??/92)  305.221  (m)         1001.38   (f) ADJ UNCH    2 0
 GY1476
 GY1476.Superseded values are not recommended for survey control.
 GY1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1476.See file dsdata.txt to determine how the superseded data were derived.
 GY1476
 GY1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB297564(NAD 83)
 GY1476_MARKER: DB = BENCH MARK DISK
 GY1476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1476_SP_SET: CULVERT
 GY1476_STAMPING: C 300 1952 1001.379
 GY1476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1476
 GY1476  HISTORY     - Date     Condition        Report By
 GY1476  HISTORY     - 1952     MONUMENTED       CGS
 GY1476  HISTORY     - 1956     POOR             NGS
 GY1476
 GY1476                          STATION DESCRIPTION
 GY1476
 GY1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1476'7.3 MI SE FROM FREDVILLE.
 GY1476'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 GY1476'AT FREDVILLE, 0.75 MILE SOUTH OF THE POST OFFICE AT GUNLOCK,
 GY1476'SET IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF A 14-FOOT
 GY1476'CONCRETE CULVERT FOR GRASSY CREEK, 20 FEET WEST OF THE CENTER OF
 GY1476'HIGHWAY, AND ABOUT LEVEL WITH HIGHWAY.  NOTE-- MARK MAY BE REACHED
 GY1476'FROM HUEYSVILLE (BOSCO STATION) BY GOING 2.7 MILES WEST ALONG
 GY1476'SALTLICK ROAD FROM THE CROSSING OF THE CHESAPEAKE AND OHIO
 GY1476'RAILROAD, THENCE 4.95 MILES NORTHWEST ALONG STATE HIGHWAY 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1564 ***********************************************************************
 GY1564  DESIGNATION -  C 301
 GY1564  PID         -  GY1564
 GY1564  STATE/COUNTY-  KY/PIKE
 GY1564  USGS QUAD   -  THOMAS (1992)
 GY1564
 GY1564                         *CURRENT SURVEY CONTROL
 GY1564  ___________________________________________________________________
 GY1564* NAD 83(1986)-  37 40 28.     (N)    082 32 32.     (W)     SCALED    
 GY1564* NAVD 88     -       222.760  (meters)     730.84   (feet)  ADJUSTED  
 GY1564  ___________________________________________________________________
 GY1564  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GY1564  DYNAMIC HT  -         222.595 (meters)     730.30  (feet)  COMP
 GY1564  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 GY1564
 GY1564  VERT ORDER  -  SECOND    CLASS 0
 GY1564
 GY1564.The horizontal coordinates were scaled from a topographic map and have
 GY1564.an estimated accuracy of +/- 6 seconds.
 GY1564
 GY1564.The orthometric height was determined by differential leveling
 GY1564.and adjusted by the National Geodetic Survey in June 1991..
 GY1564
 GY1564.The geoid height was determined by GEOID03.
 GY1564
 GY1564.The dynamic height is computed by dividing the NAVD 88
 GY1564.geopotential number by the normal gravity value computed on the
 GY1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1564.degrees latitude (g = 980.6199 gals.).
 GY1564
 GY1564.The modeled gravity was interpolated from observed gravity values.
 GY1564
 GY1564;                    North         East    Units  Estimated Accuracy
 GY1564;SPC KY1Z     - 1,153,700.    1,782,910.      MT  (+/- 180 meters Scaled)
 GY1564
 GY1564                          SUPERSEDED SURVEY CONTROL
 GY1564
 GY1564  NGVD 29 (??/??/92)  222.971  (m)          731.53   (f) ADJ UNCH    2 0
 GY1564
 GY1564.Superseded values are not recommended for survey control.
 GY1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1564.See file dsdata.txt to determine how the superseded data were derived.
 GY1564
 GY1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB639708(NAD 83)
 GY1564_MARKER: DB = BENCH MARK DISK
 GY1564_SETTING: 66 = SET IN ROCK OUTCROP
 GY1564_SP_SET: ROCK LEDGE
 GY1564_STAMPING: C 301 1952 731.531
 GY1564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1564+STABILITY: POSITION/ELEVATION WELL
 GY1564
 GY1564  HISTORY     - Date     Condition        Report By
 GY1564  HISTORY     - 1952     MONUMENTED       CGS
 GY1564  HISTORY     - 1956     GOOD             NGS
 GY1564
 GY1564                          STATION DESCRIPTION
 GY1564
 GY1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1564'3.4 MI NE FROM THOMAS.
 GY1564'1.55 MILES SOUTHEAST ALONG A ROAD FROM THE JUNCTION OF JOHNS CREEK
 GY1564'ROAD AT THOMAS, THENCE 1.9 MILES NORTH AND EAST ALONG A ROAD
 GY1564'FOLLOWING BIG BRANCH, 0.3 MILE EAST OF A DIM ROAD NORTH, 0.95 MILE
 GY1564'WEST OF A SCHOOL, 0.55 MILE WEST OF A DIRT ROAD NORTH, 0.1 MILE
 GY1564'WEST OF A DIM ROAD SOUTH, 64 FEET WEST OF EAST END OF LEDGE, 52
 GY1564'FEET EAST OF WEST END OF LEDGE, 24 FEET SOUTH OF THE CENTER OF
 GY1564'ROAD AND CREEK, SET VERTICALLY IN NORTH FACE OF SANDSTONE LEDGE
 GY1564'ABOUT 4.5 FEET ABOVE LEVEL OF ROAD AND CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1375 ***********************************************************************
 GY1375  DESIGNATION -  C 302
 GY1375  PID         -  GY1375
 GY1375  STATE/COUNTY-  KY/JOHNSON
 GY1375  USGS QUAD   -  OFFUTT (1992)
 GY1375
 GY1375                         *CURRENT SURVEY CONTROL
 GY1375  ___________________________________________________________________
 GY1375* NAD 83(1986)-  37 51 07.     (N)    082 44 50.     (W)     SCALED    
 GY1375* NAVD 88     -       182.769  (meters)     599.63   (feet)  ADJUSTED  
 GY1375  ___________________________________________________________________
 GY1375  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 GY1375  DYNAMIC HT  -         182.632 (meters)     599.19  (feet)  COMP
 GY1375  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 GY1375
 GY1375  VERT ORDER  -  SECOND    CLASS 0
 GY1375
 GY1375.The horizontal coordinates were scaled from a topographic map and have
 GY1375.an estimated accuracy of +/- 6 seconds.
 GY1375
 GY1375.The orthometric height was determined by differential leveling
 GY1375.and adjusted by the National Geodetic Survey in June 1991..
 GY1375
 GY1375.The geoid height was determined by GEOID03.
 GY1375
 GY1375.The dynamic height is computed by dividing the NAVD 88
 GY1375.geopotential number by the normal gravity value computed on the
 GY1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1375.degrees latitude (g = 980.6199 gals.).
 GY1375
 GY1375.The modeled gravity was interpolated from observed gravity values.
 GY1375
 GY1375;                    North         East    Units  Estimated Accuracy
 GY1375;SPC KY1Z     - 1,172,790.    1,764,200.      MT  (+/- 180 meters Scaled)
 GY1375
 GY1375                          SUPERSEDED SURVEY CONTROL
 GY1375
 GY1375  NGVD 29 (??/??/92)  182.972  (m)          600.30   (f) ADJ UNCH    2 0
 GY1375
 GY1375.Superseded values are not recommended for survey control.
 GY1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1375.See file dsdata.txt to determine how the superseded data were derived.
 GY1375
 GY1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB462908(NAD 83)
 GY1375_MARKER: DB = BENCH MARK DISK
 GY1375_SETTING: 66 = SET IN ROCK OUTCROP
 GY1375_SP_SET: ROCK CUT
 GY1375_STAMPING: C 302 1952 600.301
 GY1375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1375+STABILITY: POSITION/ELEVATION WELL
 GY1375
 GY1375  HISTORY     - Date     Condition        Report By
 GY1375  HISTORY     - 1952     MONUMENTED       CGS
 GY1375  HISTORY     - 1955     GOOD             NGS
 GY1375  HISTORY     - 19970617 MARK NOT FOUND   KYDT
 GY1375
 GY1375                          STATION DESCRIPTION
 GY1375
 GY1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1375'1.6 MI SW FROM RIVER.
 GY1375'1.6 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY1375'AT RIVER, 1.25 MILES EAST OF THE SCHOOL AT TUTOR KEY, 173 FEET
 GY1375'SOUTHWEST OF SOUTH CORNER OF FARM HOUSE, 89 FEET SOUTHWEST OF
 GY1375'THE NORTHEAST END OF ROCK CUT, 20 FEET NORTHWEST OF THE CENTER
 GY1375'OF ROAD, IN THE TOP OF A SMALL SHELF NEAR THE BOTTOM OF SANDSTONE
 GY1375'CUT, 1.5 FEET ABOVE THE LEVEL OF ROAD.
 GY1375
 GY1375                          STATION RECOVERY (1997)
 GY1375
 GY1375'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1631 ***********************************************************************
 GY1631  DESIGNATION -  C 303
 GY1631  PID         -  GY1631
 GY1631  STATE/COUNTY-  KY/JOHNSON
 GY1631  USGS QUAD   -  OFFUTT (1992)
 GY1631
 GY1631                         *CURRENT SURVEY CONTROL
 GY1631  ___________________________________________________________________
 GY1631* NAD 83(1986)-  37 49 18.     (N)    082 41 36.     (W)     SCALED    
 GY1631* NAVD 88     -       191.473  (meters)     628.19   (feet)  ADJUSTED  
 GY1631  ___________________________________________________________________
 GY1631  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GY1631  DYNAMIC HT  -         191.331 (meters)     627.73  (feet)  COMP
 GY1631  MODELED GRAV-     979,884.1   (mgal)                       NAVD 88
 GY1631
 GY1631  VERT ORDER  -  SECOND    CLASS 0
 GY1631
 GY1631.The horizontal coordinates were scaled from a topographic map and have
 GY1631.an estimated accuracy of +/- 6 seconds.
 GY1631
 GY1631.The orthometric height was determined by differential leveling
 GY1631.and adjusted by the National Geodetic Survey in June 1991..
 GY1631
 GY1631.The geoid height was determined by GEOID03.
 GY1631
 GY1631.The dynamic height is computed by dividing the NAVD 88
 GY1631.geopotential number by the normal gravity value computed on the
 GY1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1631.degrees latitude (g = 980.6199 gals.).
 GY1631
 GY1631.The modeled gravity was interpolated from observed gravity values.
 GY1631
 GY1631;                    North         East    Units  Estimated Accuracy
 GY1631;SPC KY1Z     - 1,169,590.    1,769,050.      MT  (+/- 180 meters Scaled)
 GY1631
 GY1631                          SUPERSEDED SURVEY CONTROL
 GY1631
 GY1631  NGVD 29 (??/??/92)  191.680  (m)          628.87   (f) ADJ UNCH    2 0
 GY1631
 GY1631.Superseded values are not recommended for survey control.
 GY1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1631.See file dsdata.txt to determine how the superseded data were derived.
 GY1631
 GY1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB509873(NAD 83)
 GY1631_MARKER: DB = BENCH MARK DISK
 GY1631_SETTING: 66 = SET IN ROCK OUTCROP
 GY1631_SP_SET: ROCK LEDGE
 GY1631_STAMPING: C 303 1952
 GY1631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1631+STABILITY: POSITION/ELEVATION WELL
 GY1631
 GY1631  HISTORY     - Date     Condition        Report By
 GY1631  HISTORY     - 1952     MONUMENTED       CGS
 GY1631
 GY1631                          STATION DESCRIPTION
 GY1631
 GY1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY1631'0.9 MI S FROM BOONS CAMP.
 GY1631'ABOUT 0.9 MILE SOUTH ALONG A GRAVEL ROAD FROM THE METHODIST
 GY1631'CHURCH AND JUNCTION OF STATE HIGHWAY 40 AT BOONS CAMP, ABOUT
 GY1631'0.25 MILE SOUTHWEST OF A SCHOOL AND JUNCTION OF A DIRT ROAD
 GY1631'SOUTHEAST, SET VERTICALLY IN THE WEST FACE OF A SANDSTONE LEDGE,
 GY1631'15 FEET EAST OF CENTER LINE OF ROAD, 178 FEET NORTH AND ACROSS
 GY1631'ROAD FROM NORTHEAST CORNER OF ORRY DUTTON RESIDENCE, 31 FEET
 GY1631'EAST AND ACROSS ROAD FROM CENTER OF RIGHT FORK OF GREASY CREEK AT
 GY1631'A POINT WHERE CREEK FLOWS AGAINST ROAD BED AND CURVES AWAY FROM
 GY1631'ROAD IN BOTH DIRECTIONS AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1632 ***********************************************************************
 GY1632  DESIGNATION -  C 303 RESET 1956
 GY1632  PID         -  GY1632
 GY1632  STATE/COUNTY-  KY/JOHNSON
 GY1632  USGS QUAD   -  OFFUTT (1992)
 GY1632
 GY1632                         *CURRENT SURVEY CONTROL
 GY1632  ___________________________________________________________________
 GY1632* NAD 83(1986)-  37 49 18.     (N)    082 41 36.     (W)     SCALED    
 GY1632* NAVD 88     -       191.47   (meters)     628.2    (feet)  RESET     
 GY1632  ___________________________________________________________________
 GY1632  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GY1632
 GY1632  VERT ORDER  -  THIRD
 GY1632
 GY1632.The horizontal coordinates were scaled from a topographic map and have
 GY1632.an estimated accuracy of +/- 6 seconds.
 GY1632
 GY1632.The orthometric height was computed from unverified reset data.
 GY1632.No vertical observational check was made to the station.
 GY1632
 GY1632.The geoid height was determined by GEOID03.
 GY1632
 GY1632;                    North         East    Units  Estimated Accuracy
 GY1632;SPC KY1Z     - 1,169,590.    1,769,050.      MT  (+/- 180 meters Scaled)
 GY1632
 GY1632                          SUPERSEDED SURVEY CONTROL
 GY1632
 GY1632  NGVD 29 (10/08/05)  191.67   (m)          628.8    (f) RESET       3  
 GY1632
 GY1632.Superseded values are not recommended for survey control.
 GY1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1632.See file dsdata.txt to determine how the superseded data were derived.
 GY1632
 GY1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB509873(NAD 83)
 GY1632_MARKER: DB = BENCH MARK DISK
 GY1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1632_STAMPING: C 303 RESET 1956 628.844
 GY1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1632+STABILITY: SURFACE MOTION
 GY1632
 GY1632  HISTORY     - Date     Condition        Report By
 GY1632  HISTORY     - 1956     MONUMENTED       CGS
 GY1632  HISTORY     - 1956     GOOD             NGS
 GY1632  HISTORY     - 20011228 MARK NOT FOUND   KYDT
 GY1632
 GY1632                          STATION DESCRIPTION
 GY1632
 GY1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1632'0.9 MI S FROM BOONS CAMP.
 GY1632'0.9 MILE SOUTH ALONG A GRAVEL ROAD FROM THE METHODIST CHURCH
 GY1632'AND THE JUNCTION OF STATE HIGHWAY 40 AT BOONS CAMP, AT THE NORTHEAST
 GY1632'CORNER OF ORRY DUTTONS YARD, 62.5 FEET NORTH OF THE NORTHEAST
 GY1632'CORNER OF HOUSE, 19.5 FEET WEST OF THE CENTER OF NEW ROAD, 11.7
 GY1632'FEET SOUTH OF SOUTHEAST CORNER OF COAL SHED, 4 FEET BELOW LEVEL
 GY1632'OF ROAD.
 GY1632
 GY1632                          STATION RECOVERY (2001)
 GY1632
 GY1632'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1711 ***********************************************************************
 GY1711  DESIGNATION -  C 304 RESET 1971
 GY1711  PID         -  GY1711
 GY1711  STATE/COUNTY-  KY/LAWRENCE
 GY1711  USGS QUAD   -  RICHARDSON (1992)
 GY1711
 GY1711                         *CURRENT SURVEY CONTROL
 GY1711  ___________________________________________________________________
 GY1711* NAD 83(1986)-  37 55 12.     (N)    082 43 34.     (W)     SCALED    
 GY1711* NAVD 88     -       195.83   (meters)     642.5    (feet)  RESET     
 GY1711  ___________________________________________________________________
 GY1711  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GY1711
 GY1711  VERT ORDER  -  THIRD
 GY1711
 GY1711.The horizontal coordinates were scaled from a topographic map and have
 GY1711.an estimated accuracy of +/- 6 seconds.
 GY1711
 GY1711.The orthometric height was computed from unverified reset data.
 GY1711.No vertical observational check was made to the station.
 GY1711
 GY1711.The geoid height was determined by GEOID03.
 GY1711
 GY1711;                    North         East    Units  Estimated Accuracy
 GY1711;SPC KY1Z     - 1,180,400.    1,765,810.      MT  (+/- 180 meters Scaled)
 GY1711
 GY1711                          SUPERSEDED SURVEY CONTROL
 GY1711
 GY1711  NGVD 29 (??/??/??)  196.04   (m)          643.2    (f) RESET       3  
 GY1711
 GY1711.Superseded values are not recommended for survey control.
 GY1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1711.See file dsdata.txt to determine how the superseded data were derived.
 GY1711
 GY1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB482983(NAD 83)
 GY1711_MARKER: DB = BENCH MARK DISK
 GY1711_SETTING: 66 = SET IN ROCK OUTCROP
 GY1711_SP_SET: ROCK OUTCROP
 GY1711_STAMPING: C 304 RESET 1971
 GY1711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1711+STABILITY: POSITION/ELEVATION WELL
 GY1711
 GY1711  HISTORY     - Date     Condition        Report By
 GY1711  HISTORY     - 1971     MONUMENTED       NGS
 GY1711
 GY1711                          STATION DESCRIPTION
 GY1711
 GY1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GY1711'AT LOWMANSVILLE.
 GY1711'ABOUT 0.35 OF A MILE EAST ALONG U.S. HIGHWAY 23 FROM THE POST
 GY1711'OFFICE IN THE SMALL COMMUNITY OF LOWMANSVILLE, ABOUT 0.05 OF A
 GY1711'MILE EAST OF THE LOWMANSVILLE ELEMENTARY SCHOOL AND ON PROPERTY
 GY1711'OF THE CHESTNUT GROVE ENTERPRISE BAPTIST CHURCH, 257 FEET EAST
 GY1711'OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 110 FEET EAST
 GY1711'OF THE SOUTHEAST CORNER OF THE CHURCH BUILDING, 94 FEET NORTH
 GY1711'OF THE APPROXIMATE CENTER OF OLD U.S. HIGHWAY 23, 77 FEET
 GY1711'NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 67
 GY1711'FEET NORTHEAST OF A GUYED POWERLINE TRANSFORMER POLE, 47 FEET
 GY1711'NORTH OF A 12-INCH APPLE TREE, AND 2.7 FEET SOUTH OF A METAL
 GY1711'WITNESS POST AND SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 GY1711'HOLE IN THE TOP OF AN OUTCROPPING LEDGE OF SANDSTONE ROCK AND THE
 GY1711'DISK IS STAMPED C 304 RESET 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2176 ***********************************************************************
 GY2176  DESIGNATION -  C 305
 GY2176  PID         -  GY2176
 GY2176  STATE/COUNTY-  KY/PERRY
 GY2176  USGS QUAD   -  NOBLE (1976)
 GY2176
 GY2176                         *CURRENT SURVEY CONTROL
 GY2176  ___________________________________________________________________
 GY2176* NAD 83(1986)-  37 23 12.     (N)    083 08 22.     (W)     SCALED    
 GY2176* NAVD 88     -       260.266  (meters)     853.89   (feet)  ADJUSTED  
 GY2176  ___________________________________________________________________
 GY2176  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GY2176  DYNAMIC HT  -         260.062 (meters)     853.22  (feet)  COMP
 GY2176  MODELED GRAV-     979,839.8   (mgal)                       NAVD 88
 GY2176
 GY2176  VERT ORDER  -  SECOND    CLASS 0
 GY2176
 GY2176.The horizontal coordinates were scaled from a topographic map and have
 GY2176.an estimated accuracy of +/- 6 seconds.
 GY2176
 GY2176.The orthometric height was determined by differential leveling
 GY2176.and adjusted by the National Geodetic Survey in June 1991..
 GY2176
 GY2176.The geoid height was determined by GEOID03.
 GY2176
 GY2176.The dynamic height is computed by dividing the NAVD 88
 GY2176.geopotential number by the normal gravity value computed on the
 GY2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2176.degrees latitude (g = 980.6199 gals.).
 GY2176
 GY2176.The modeled gravity was interpolated from observed gravity values.
 GY2176
 GY2176;                    North         East    Units  Estimated Accuracy
 GY2176;SPC KY1Z     - 1,120,140.    1,731,140.      MT  (+/- 180 meters Scaled)
 GY2176
 GY2176                          SUPERSEDED SURVEY CONTROL
 GY2176
 GY2176  NGVD 29 (??/??/92)  260.430  (m)          854.43   (f) ADJ UNCH    2 0
 GY2176
 GY2176.Superseded values are not recommended for survey control.
 GY2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2176.See file dsdata.txt to determine how the superseded data were derived.
 GY2176
 GY2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB105399(NAD 83)
 GY2176_MARKER: DB = BENCH MARK DISK
 GY2176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2176_SP_SET: CULVERT
 GY2176_STAMPING: C 305 1952 854.427
 GY2176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2176+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997
 GY2176
 GY2176  HISTORY     - Date     Condition        Report By
 GY2176  HISTORY     - 1952     MONUMENTED       CGS
 GY2176  HISTORY     - 1956     GOOD             NGS
 GY2176  HISTORY     - 19970211 GOOD             KYDT
 GY2176
 GY2176                          STATION DESCRIPTION
 GY2176
 GY2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2176'0.7 MI E FROM ARY.
 GY2176'0.7 MILE EAST ALONG A ROAD FOLLOWING BALLS FORK FROM JUNCTION
 GY2176'OF STATE HIGHWAY 15 AND HIGHWAY BRIDGE AT ARY OVER BALLS FORK,
 GY2176'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A
 GY2176'20-FOOT PARTIONED CONCRETE CULVERT FOR LICK BRANCH, 16 FEET
 GY2176'NORTHWEST OF THE CENTER OF ROAD AND ABOUT 1 FOOT BELOW LEVEL OF
 GY2176'ROAD.
 GY2176
 GY2176                          STATION RECOVERY (1997)
 GY2176
 GY2176'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY2176'MARK IS 3 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2200 ***********************************************************************
 GY2200  DESIGNATION -  C 306
 GY2200  PID         -  GY2200
 GY2200  STATE/COUNTY-  KY/BREATHITT
 GY2200  USGS QUAD   -  VEST (1992)
 GY2200
 GY2200                         *CURRENT SURVEY CONTROL
 GY2200  ___________________________________________________________________
 GY2200* NAD 83(1986)-  37 29 21.     (N)    083 05 44.     (W)     SCALED    
 GY2200* NAVD 88     -       401.624  (meters)    1317.66   (feet)  ADJUSTED  
 GY2200  ___________________________________________________________________
 GY2200  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GY2200  DYNAMIC HT  -         401.312 (meters)    1316.64  (feet)  COMP
 GY2200  MODELED GRAV-     979,841.3   (mgal)                       NAVD 88
 GY2200
 GY2200  VERT ORDER  -  SECOND    CLASS 0
 GY2200
 GY2200.The horizontal coordinates were scaled from a topographic map and have
 GY2200.an estimated accuracy of +/- 6 seconds.
 GY2200
 GY2200.The orthometric height was determined by differential leveling
 GY2200.and adjusted by the National Geodetic Survey in June 1991..
 GY2200
 GY2200.The geoid height was determined by GEOID03.
 GY2200
 GY2200.The dynamic height is computed by dividing the NAVD 88
 GY2200.geopotential number by the normal gravity value computed on the
 GY2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2200.degrees latitude (g = 980.6199 gals.).
 GY2200
 GY2200.The modeled gravity was interpolated from observed gravity values.
 GY2200
 GY2200;                    North         East    Units  Estimated Accuracy
 GY2200;SPC KY1Z     - 1,131,620.    1,734,710.      MT  (+/- 180 meters Scaled)
 GY2200
 GY2200                          SUPERSEDED SURVEY CONTROL
 GY2200
 GY2200  NGVD 29 (??/??/92)  401.788  (m)         1318.20   (f) ADJ UNCH    2 0
 GY2200
 GY2200.Superseded values are not recommended for survey control.
 GY2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2200.See file dsdata.txt to determine how the superseded data were derived.
 GY2200
 GY2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB147512(NAD 83)
 GY2200_MARKER: DB = BENCH MARK DISK
 GY2200_SETTING: 66 = SET IN ROCK OUTCROP
 GY2200_SP_SET: ROCK CUT
 GY2200_STAMPING: C 306 1952 1318.199
 GY2200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2200+STABILITY: POSITION/ELEVATION WELL
 GY2200
 GY2200  HISTORY     - Date     Condition        Report By
 GY2200  HISTORY     - 1952     MONUMENTED       CGS
 GY2200  HISTORY     - 1956     GOOD             NGS
 GY2200
 GY2200                          STATION DESCRIPTION
 GY2200
 GY2200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2200'1.4 MI SW FROM DECOY.
 GY2200'0.3 MILE SOUTH ALONG ROAD FOLLOWING LAUREL FORK FROM THE SCHOOL
 GY2200'AT DECOY, THENCE SOUTHWEST ALONG ROAD WHICH FORDS LAUREL FORK
 GY2200'AND LEADS UP GRADE FOR 1.05 MILES, 0.2 MILE NORTHEAST OF TOP
 GY2200'OF FIRST GRADE, SET VERTICALLY IN THE NORTHWEST FACE OF SMOOTH
 GY2200'BOTTOM PART OF A 12-FOOT HIGH ROCK CUT, 18 FEET SOUTHEAST OF
 GY2200'CENTER OF ROAD, 1.7 FEET EAST OF A 3-INCH TULIP TREE, 2.5 FEET
 GY2200'ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2214 ***********************************************************************
 GY2214  DESIGNATION -  C 307
 GY2214  PID         -  GY2214
 GY2214  STATE/COUNTY-  KY/KNOTT
 GY2214  USGS QUAD   -  VEST (1992)
 GY2214
 GY2214                         *CURRENT SURVEY CONTROL
 GY2214  ___________________________________________________________________
 GY2214* NAD 83(1986)-  37 24 02.     (N)    083 01 02.     (W)     SCALED    
 GY2214* NAVD 88     -       319.079  (meters)    1046.85   (feet)  ADJUSTED  
 GY2214  ___________________________________________________________________
 GY2214  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GY2214  DYNAMIC HT  -         318.825 (meters)    1046.01  (feet)  COMP
 GY2214  MODELED GRAV-     979,828.8   (mgal)                       NAVD 88
 GY2214
 GY2214  VERT ORDER  -  SECOND    CLASS 0
 GY2214
 GY2214.The horizontal coordinates were scaled from a topographic map and have
 GY2214.an estimated accuracy of +/- 6 seconds.
 GY2214
 GY2214.The orthometric height was determined by differential leveling
 GY2214.and adjusted by the National Geodetic Survey in June 1991..
 GY2214
 GY2214.The geoid height was determined by GEOID03.
 GY2214
 GY2214.The dynamic height is computed by dividing the NAVD 88
 GY2214.geopotential number by the normal gravity value computed on the
 GY2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2214.degrees latitude (g = 980.6199 gals.).
 GY2214
 GY2214.The modeled gravity was interpolated from observed gravity values.
 GY2214
 GY2214;                    North         East    Units  Estimated Accuracy
 GY2214;SPC KY1Z     - 1,121,990.    1,741,920.      MT  (+/- 180 meters Scaled)
 GY2214
 GY2214                          SUPERSEDED SURVEY CONTROL
 GY2214
 GY2214  NGVD 29 (??/??/92)  319.239  (m)         1047.37   (f) ADJ UNCH    2 0
 GY2214
 GY2214.Superseded values are not recommended for survey control.
 GY2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2214.See file dsdata.txt to determine how the superseded data were derived.
 GY2214
 GY2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB214412(NAD 83)
 GY2214_MARKER: DB = BENCH MARK DISK
 GY2214_SETTING: 66 = SET IN ROCK OUTCROP
 GY2214_SP_SET: ROCK CUT
 GY2214_STAMPING: C 307 1952 1047.370
 GY2214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2214+STABILITY: POSITION/ELEVATION WELL
 GY2214
 GY2214  HISTORY     - Date     Condition        Report By
 GY2214  HISTORY     - 1952     MONUMENTED       CGS
 GY2214  HISTORY     - 1956     GOOD             NGS
 GY2214  HISTORY     - 19970211 MARK NOT FOUND   KYDT
 GY2214
 GY2214                          STATION DESCRIPTION
 GY2214
 GY2214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2214'0.7 MI W FROM VEST.
 GY2214'0.7 MILE WEST ALONG A ROAD FOLLOWING BALLS FORK FROM THE POST
 GY2214'OFFICE AT VEST, ABOUT 0.15 MILE WEST OF A SMALL BRIDGE OVER
 GY2214'COMBS BRANCH, SET VERTICALLY IN THE SOUTHWEST FACE OF SMALL
 GY2214'EXPOSED PART OF SHALEY ROCK AT THE BOTTOM OF ROAD BANK, 35 FEET
 GY2214'EAST OF SOUTHEAST CORNER OF A SMALL STORE BUILDING, 17 FEET
 GY2214'NORTH OF THE CENTER OF ROAD, 7 FEET NORTHEAST OF CENTER OF
 GY2214'NORTH END OF SMALL STONE CULVERT AND ABOUT 1 FOOT ABOVE LEVEL
 GY2214'OF ROAD.
 GY2214
 GY2214                          STATION RECOVERY (1997)
 GY2214
 GY2214'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY2214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1258 ***********************************************************************
 GY1258  DESIGNATION -  C 308
 GY1258  PID         -  GY1258
 GY1258  STATE/COUNTY-  KY/KNOTT
 GY1258  USGS QUAD   -  HANDSHOE (1992)
 GY1258
 GY1258                         *CURRENT SURVEY CONTROL
 GY1258  ___________________________________________________________________
 GY1258* NAD 83(1986)-  37 24 53.     (N)    082 53 33.     (W)     SCALED    
 GY1258* NAVD 88     -       259.397  (meters)     851.04   (feet)  ADJUSTED  
 GY1258  ___________________________________________________________________
 GY1258  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GY1258  DYNAMIC HT  -         259.192 (meters)     850.37  (feet)  COMP
 GY1258  MODELED GRAV-     979,833.5   (mgal)                       NAVD 88
 GY1258
 GY1258  VERT ORDER  -  SECOND    CLASS 0
 GY1258
 GY1258.The horizontal coordinates were scaled from a topographic map and have
 GY1258.an estimated accuracy of +/- 6 seconds.
 GY1258
 GY1258.The orthometric height was determined by differential leveling
 GY1258.and adjusted by the National Geodetic Survey in June 1991..
 GY1258
 GY1258.The geoid height was determined by GEOID03.
 GY1258
 GY1258.The dynamic height is computed by dividing the NAVD 88
 GY1258.geopotential number by the normal gravity value computed on the
 GY1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1258.degrees latitude (g = 980.6199 gals.).
 GY1258
 GY1258.The modeled gravity was interpolated from observed gravity values.
 GY1258
 GY1258;                    North         East    Units  Estimated Accuracy
 GY1258;SPC KY1Z     - 1,123,890.    1,752,910.      MT  (+/- 180 meters Scaled)
 GY1258
 GY1258                          SUPERSEDED SURVEY CONTROL
 GY1258
 GY1258  NGVD 29 (??/??/92)  259.558  (m)          851.57   (f) ADJ UNCH    2 0
 GY1258
 GY1258.Superseded values are not recommended for survey control.
 GY1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1258.See file dsdata.txt to determine how the superseded data were derived.
 GY1258
 GY1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB325425(NAD 83)
 GY1258_MARKER: DB = BENCH MARK DISK
 GY1258_SETTING: 66 = SET IN ROCK OUTCROP
 GY1258_SP_SET: ROCK CLIFF
 GY1258_STAMPING: C 308 1952 851.567
 GY1258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1258+STABILITY: POSITION/ELEVATION WELL
 GY1258
 GY1258  HISTORY     - Date     Condition        Report By
 GY1258  HISTORY     - 1952     MONUMENTED       CGS
 GY1258  HISTORY     - 1956     GOOD             NGS
 GY1258
 GY1258                          STATION DESCRIPTION
 GY1258
 GY1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1258'1 MI SW FROM MOUSIE.
 GY1258'1.05 MILES SOUTHWEST ALONG A BLACK TOP ROAD FOLLOWING BALLS
 GY1258'FORK AND LEADING TO YELLOW MOUNTAIN FROM THE JUNCTION OF STATE
 GY1258'HIGHWAY 80 AND POST OFFICE AT MOUSIE, ABOUT 0.5 MILE SOUTHWEST
 GY1258'OF A WOODEN BRIDGE OVER MOUTH OF BRUCE BRANCH, AT THE BOTTOM
 GY1258'OF SMALL GRADE IN ROAD, SET VERTICALLY IN THE SOUTH FACE AT THE
 GY1258'SOUTHWEST END OF A 4-FOOT HIGH SLANTING CLIFF, 13 FEET NORTHWEST
 GY1258'OF CENTER OF ROAD, 39 FEET NORTHEAST OF NORTHWEST END OF PIPE
 GY1258'CULVERT WITH STONE HEAD WALLS, ABOUT 1.5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1122 ***********************************************************************
 HZ1122  DESIGNATION -  C 31
 HZ1122  PID         -  HZ1122
 HZ1122  STATE/COUNTY-  KY/OLDHAM
 HZ1122  USGS QUAD   -  LA GRANGE (1993)
 HZ1122
 HZ1122                         *CURRENT SURVEY CONTROL
 HZ1122  ___________________________________________________________________
 HZ1122* NAD 83(1986)-  38 24 30.     (N)    085 22 34.     (W)     SCALED    
 HZ1122* NAVD 88     -       261.627  (meters)     858.35   (feet)  ADJUSTED  
 HZ1122  ___________________________________________________________________
 HZ1122  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ1122  DYNAMIC HT  -         261.451 (meters)     857.78  (feet)  COMP
 HZ1122  MODELED GRAV-     979,950.7   (mgal)                       NAVD 88
 HZ1122
 HZ1122  VERT ORDER  -  SECOND    CLASS 0
 HZ1122
 HZ1122.The horizontal coordinates were scaled from a topographic map and have
 HZ1122.an estimated accuracy of +/- 6 seconds.
 HZ1122
 HZ1122.The orthometric height was determined by differential leveling
 HZ1122.and adjusted by the National Geodetic Survey in June 1991..
 HZ1122
 HZ1122.The geoid height was determined by GEOID03.
 HZ1122
 HZ1122.The dynamic height is computed by dividing the NAVD 88
 HZ1122.geopotential number by the normal gravity value computed on the
 HZ1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1122.degrees latitude (g = 980.6199 gals.).
 HZ1122
 HZ1122.The modeled gravity was interpolated from observed gravity values.
 HZ1122
 HZ1122;                    North         East    Units  Estimated Accuracy
 HZ1122;SPC KY1Z     - 1,230,360.    1,532,660.      MT  (+/- 180 meters Scaled)
 HZ1122
 HZ1122                          SUPERSEDED SURVEY CONTROL
 HZ1122
 HZ1122  NGVD 29 (??/??/92)  261.789  (m)          858.89   (f) ADJ UNCH    2 0
 HZ1122
 HZ1122.Superseded values are not recommended for survey control.
 HZ1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1122.See file dsdata.txt to determine how the superseded data were derived.
 HZ1122
 HZ1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH417523(NAD 83)
 HZ1122_MARKER: DB = BENCH MARK DISK
 HZ1122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1122_SP_SET: PLATFORM
 HZ1122_STAMPING: C 31 1934
 HZ1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1122
 HZ1122  HISTORY     - Date     Condition        Report By
 HZ1122  HISTORY     - 1934     MONUMENTED       CGS
 HZ1122  HISTORY     - 1950     GOOD             NGS
 HZ1122  HISTORY     - 1963     GOOD             NGS
 HZ1122
 HZ1122                          STATION DESCRIPTION
 HZ1122
 HZ1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ1122'AT LA GRANGE.
 HZ1122'AT LAGRANGE, OLDHAM COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HZ1122'RAILROAD, IN THE NORTHWEST FACE OF THE BRICK PASSENGER STATION,
 HZ1122'11.1 FEET NORTHEAST OF THE CENTER OF THE GENERAL WAITING ROOM
 HZ1122'DOOR, 1.8 FEET SOUTHWEST OF THE TELEGRAPH OPERATORS WINDOW, AND 5
 HZ1122'INCHES ABOVE THE STATION PLATFORM.  A STANDARD DISK, STAMPED
 HZ1122'C 31 1934 AND SET VERTICALLY.
 HZ1122
 HZ1122                          STATION RECOVERY (1963)
 HZ1122
 HZ1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0043 ***********************************************************************
 GD0043  DESIGNATION -  C 31 TVA
 GD0043  PID         -  GD0043
 GD0043  STATE/COUNTY-  KY/TRIGG
 GD0043  USGS QUAD   -  FENTON (1986)
 GD0043
 GD0043                         *CURRENT SURVEY CONTROL
 GD0043  ___________________________________________________________________
 GD0043* NAD 83(1986)-  36 51 49.     (N)    088 04 40.     (W)     SCALED    
 GD0043* NAVD 88     -       168.819  (meters)     553.87   (feet)  ADJUSTED  
 GD0043  ___________________________________________________________________
 GD0043  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GD0043  DYNAMIC HT  -         168.688 (meters)     553.44  (feet)  COMP
 GD0043  MODELED GRAV-     979,853.2   (mgal)                       NAVD 88
 GD0043
 GD0043  VERT ORDER  -  FIRST     CLASS II
 GD0043
 GD0043.The horizontal coordinates were scaled from a topographic map and have
 GD0043.an estimated accuracy of +/- 6 seconds.
 GD0043
 GD0043.The orthometric height was determined by differential leveling
 GD0043.and adjusted by the National Geodetic Survey in June 1991..
 GD0043
 GD0043.The geoid height was determined by GEOID03.
 GD0043
 GD0043.The dynamic height is computed by dividing the NAVD 88
 GD0043.geopotential number by the normal gravity value computed on the
 GD0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0043.degrees latitude (g = 980.6199 gals.).
 GD0043
 GD0043.The modeled gravity was interpolated from observed gravity values.
 GD0043
 GD0043;                    North         East    Units  Estimated Accuracy
 GD0043;SPC KY1Z     - 1,061,440.    1,292,440.      MT  (+/- 180 meters Scaled)
 GD0043
 GD0043                          SUPERSEDED SURVEY CONTROL
 GD0043
 GD0043  NGVD 29 (??/??/??)  168.886  (m)          554.09   (f) ADJUSTED    1 2
 GD0043
 GD0043.Superseded values are not recommended for survey control.
 GD0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0043.See file dsdata.txt to determine how the superseded data were derived.
 GD0043
 GD0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF039802(NAD 83)
 GD0043_MARKER: Z = SEE DESCRIPTION
 GD0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0043_STAMPING: C 31 S75 38E
 GD0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0043+STABILITY: SURFACE MOTION
 GD0043
 GD0043  HISTORY     - Date     Condition        Report By
 GD0043  HISTORY     - UNK      MONUMENTED       TVA
 GD0043  HISTORY     - 1946     GOOD             CGS
 GD0043
 GD0043                          STATION DESCRIPTION
 GD0043
 GD0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0043'11.7 MI NW FROM GOLDEN POND.
 GD0043'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0043'AT GOLDEN POND, THENCE ABOUT 9.1 MILES NORTH ALONG THE DIVIDING
 GD0043'RIDGE ROAD, ABOUT 0.15 MILE NORTHWEST OF MULBERRY FLAT FIELD
 GD0043'OFFICE 30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 11
 GD0043'FEET SOUTHWEST OF A BLAZED 22 INCH OAK TREE, 1 FOOT BELOW THE
 GD0043'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0947 ***********************************************************************
 HY0947  DESIGNATION -  C 310
 HY0947  PID         -  HY0947
 HY0947  STATE/COUNTY-  KY/LAWRENCE
 HY0947  USGS QUAD   -  LOUISA (1993)
 HY0947
 HY0947                         *CURRENT SURVEY CONTROL
 HY0947  ___________________________________________________________________
 HY0947* NAD 83(1986)-  38 00 51.     (N)    082 36 20.     (W)     SCALED    
 HY0947* NAVD 88     -       195.102  (meters)     640.10   (feet)  ADJUSTED  
 HY0947  ___________________________________________________________________
 HY0947  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY0947  DYNAMIC HT  -         194.963 (meters)     639.64  (feet)  COMP
 HY0947  MODELED GRAV-     979,914.6   (mgal)                       NAVD 88
 HY0947
 HY0947  VERT ORDER  -  SECOND    CLASS 0
 HY0947
 HY0947.The horizontal coordinates were scaled from a topographic map and have
 HY0947.an estimated accuracy of +/- 6 seconds.
 HY0947
 HY0947.The orthometric height was determined by differential leveling
 HY0947.and adjusted by the National Geodetic Survey in June 1991..
 HY0947
 HY0947.The geoid height was determined by GEOID03.
 HY0947
 HY0947.The dynamic height is computed by dividing the NAVD 88
 HY0947.geopotential number by the normal gravity value computed on the
 HY0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0947.degrees latitude (g = 980.6199 gals.).
 HY0947
 HY0947.The modeled gravity was interpolated from observed gravity values.
 HY0947
 HY0947;                    North         East    Units  Estimated Accuracy
 HY0947;SPC KY1Z     - 1,191,190.    1,776,050.      MT  (+/- 180 meters Scaled)
 HY0947
 HY0947                          SUPERSEDED SURVEY CONTROL
 HY0947
 HY0947  NGVD 29 (??/??/92)  195.320  (m)          640.81   (f) ADJ UNCH    2 0
 HY0947
 HY0947.Superseded values are not recommended for survey control.
 HY0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0947.See file dsdata.txt to determine how the superseded data were derived.
 HY0947
 HY0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC590086(NAD 83)
 HY0947_MARKER: DB = BENCH MARK DISK
 HY0947_SETTING: 66 = SET IN ROCK OUTCROP
 HY0947_SP_SET: ROCK LEDGE
 HY0947_STAMPING: C 310 1952 640.812
 HY0947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0947+STABILITY: POSITION/ELEVATION WELL
 HY0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0947+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 HY0947
 HY0947  HISTORY     - Date     Condition        Report By
 HY0947  HISTORY     - 1952     MONUMENTED       CGS
 HY0947  HISTORY     - 1955     GOOD             NGS
 HY0947  HISTORY     - 19960729 GOOD             KYDT
 HY0947
 HY0947                          STATION DESCRIPTION
 HY0947
 HY0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0947'1.6 MI SE FROM CHAPMAN.
 HY0947'0.55 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 HY0947'STATION AT CHAPMAN, 0.55 MILE EAST AND NORTHEAST, 0.5 MILE
 HY0947'SOUTHEAST ON GRAVEL ROAD, 0.7 MILE WEST OF A T-ROAD JUNCTION,
 HY0947'0.25 MILE NORTHEAST AND 0.5 MILE SOUTHEAST OF THE SCHOOL AT
 HY0947'CHAPMAN, 215 FEET EAST OF THE NORTH END OF A 24-INCH PIPE
 HY0947'CULVERT, 33.5 FEET EAST OF A 24-INCH FORKED OAK TREE GROWING
 HY0947'ON EDGE OF CUT, SET VERTICALLY IN THE SOUTH FACE OF ROCK
 HY0947'LEDGE IN SANDSTONE CUT, 17 FEET WEST OF THE EAST END OF THE
 HY0947'ROCK LEDGE, 14 FEET NORTH OF THE CENTER OF ROAD, 3.5 FEET ABOVE
 HY0947'LEVEL OF ROAD.
 HY0947
 HY0947                          STATION RECOVERY (1996)
 HY0947
 HY0947'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 HY0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1731 ***********************************************************************
 GY1731  DESIGNATION -  C 311
 GY1731  PID         -  GY1731
 GY1731  STATE/COUNTY-  KY/LAWRENCE
 GY1731  USGS QUAD   -  MILO (1992)
 GY1731
 GY1731                         *CURRENT SURVEY CONTROL
 GY1731  ___________________________________________________________________
 GY1731* NAD 83(1986)-  37 57 10.     (N)    082 32 10.     (W)     SCALED    
 GY1731* NAVD 88     -       185.554  (meters)     608.77   (feet)  ADJUSTED  
 GY1731  ___________________________________________________________________
 GY1731  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GY1731  DYNAMIC HT  -         185.420 (meters)     608.33  (feet)  COMP
 GY1731  MODELED GRAV-     979,906.1   (mgal)                       NAVD 88
 GY1731
 GY1731  VERT ORDER  -  SECOND    CLASS 0
 GY1731
 GY1731.The horizontal coordinates were scaled from a topographic map and have
 GY1731.an estimated accuracy of +/- 6 seconds.
 GY1731
 GY1731.The orthometric height was determined by differential leveling
 GY1731.and adjusted by the National Geodetic Survey in June 1991..
 GY1731
 GY1731.The geoid height was determined by GEOID03.
 GY1731
 GY1731.The dynamic height is computed by dividing the NAVD 88
 GY1731.geopotential number by the normal gravity value computed on the
 GY1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1731.degrees latitude (g = 980.6199 gals.).
 GY1731
 GY1731.The modeled gravity was interpolated from observed gravity values.
 GY1731
 GY1731;                    North         East    Units  Estimated Accuracy
 GY1731;SPC KY1Z     - 1,184,590.    1,782,380.      MT  (+/- 180 meters Scaled)
 GY1731
 GY1731                          SUPERSEDED SURVEY CONTROL
 GY1731
 GY1731  NGVD 29 (??/??/92)  185.77   (m)          609.5    (f) COMPUTED    2 0
 GY1731
 GY1731.Superseded values are not recommended for survey control.
 GY1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1731.See file dsdata.txt to determine how the superseded data were derived.
 GY1731
 GY1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC650016(NAD 83)
 GY1731_MARKER: DB = BENCH MARK DISK
 GY1731_SETTING: 66 = SET IN ROCK OUTCROP
 GY1731_SP_SET: ROCK CUT
 GY1731_STAMPING: C 311 1952 609.484
 GY1731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1731+STABILITY: POSITION/ELEVATION WELL
 GY1731
 GY1731  HISTORY     - Date     Condition        Report By
 GY1731  HISTORY     - 1952     MONUMENTED       CGS
 GY1731  HISTORY     - 1955     GOOD             NGS
 GY1731
 GY1731                          STATION DESCRIPTION
 GY1731
 GY1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1731'5.6 MI S FROM CLIFFORD.
 GY1731'5.6 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT CLIFFORD,
 GY1731'0.75 MILE SOUTH OF THE MARTIN-LAWRENCE COUNTY LINE, 127 YARDS
 GY1731'SOUTH ALONG HIGHWAY FROM A CHURCH, 152 FEET SOUTH OF THE SOUTHEAST
 GY1731'CORNER OF THE ANGLE HEAD WALL OF AN 18-INCH PIPE CULVERT, 105
 GY1731'FEET NORTH OF THE SOUTH END OF A CUT, 19 FEET EAST OF THE CENTER
 GY1731'LINE OF HIGHWAY, SET VERTICALLY IN THE WEST FACE OF A ROCK CUT,
 GY1731'3.5 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0537 ***********************************************************************
 GY0537  DESIGNATION -  C 312
 GY0537  PID         -  GY0537
 GY0537  STATE/COUNTY-  KY/MARTIN
 GY0537  USGS QUAD   -  WEBB (1989)
 GY0537
 GY0537                         *CURRENT SURVEY CONTROL
 GY0537  ___________________________________________________________________
 GY0537* NAD 83(1986)-  37 53 17.     (N)    082 29 55.     (W)     SCALED    
 GY0537* NAVD 88     -       200.167  (meters)     656.71   (feet)  ADJUSTED  
 GY0537  ___________________________________________________________________
 GY0537  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GY0537  DYNAMIC HT  -         200.019 (meters)     656.23  (feet)  COMP
 GY0537  MODELED GRAV-     979,886.8   (mgal)                       NAVD 88
 GY0537
 GY0537  VERT ORDER  -  SECOND    CLASS 0
 GY0537
 GY0537.The horizontal coordinates were scaled from a topographic map and have
 GY0537.an estimated accuracy of +/- 6 seconds.
 GY0537
 GY0537.The orthometric height was determined by differential leveling
 GY0537.and adjusted by the National Geodetic Survey in June 1991..
 GY0537
 GY0537.The geoid height was determined by GEOID03.
 GY0537
 GY0537.The dynamic height is computed by dividing the NAVD 88
 GY0537.geopotential number by the normal gravity value computed on the
 GY0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0537.degrees latitude (g = 980.6199 gals.).
 GY0537
 GY0537.The modeled gravity was interpolated from observed gravity values.
 GY0537
 GY0537;                    North         East    Units  Estimated Accuracy
 GY0537;SPC KY1Z     - 1,177,530.    1,785,930.      MT  (+/- 180 meters Scaled)
 GY0537
 GY0537                          SUPERSEDED SURVEY CONTROL
 GY0537
 GY0537  NGVD 29 (??/??/92)  200.382  (m)          657.42   (f) ADJ UNCH    2 0
 GY0537
 GY0537.Superseded values are not recommended for survey control.
 GY0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0537.See file dsdata.txt to determine how the superseded data were derived.
 GY0537
 GY0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB682944(NAD 83)
 GY0537_MARKER: DB = BENCH MARK DISK
 GY0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0537_SP_SET: CULVERT
 GY0537_STAMPING: C 312 1952 657.420
 GY0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0537
 GY0537  HISTORY     - Date     Condition        Report By
 GY0537  HISTORY     - 1952     MONUMENTED       CGS
 GY0537  HISTORY     - 1955     GOOD             NGS
 GY0537
 GY0537                          STATION DESCRIPTION
 GY0537
 GY0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY0537'3.4 MI NE FROM INEZ.
 GY0537'0.65 MILE EAST ALONG STATE HIGHWAY 40 FROM THE COURT HOUSE AT
 GY0537'INEZ, THENCE 2.8 MILES NORTHEAST ALONG A GRAVEL ROAD, NEAR THE
 GY0537'FOOT OF A GRADE DESCENDING EAST, AT THE NORTH END OF A CURVE WITH
 GY0537'TANGENTS EXTENDING NORTH AND WEST, 12 FEET EAST OF THE CENTER OF
 GY0537'ROAD, 12 FEET EAST OF THE CENTER OF DIM ROAD WEST, IN THE TOP OF
 GY0537'THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 12-FOOT STONE
 GY0537'CULVERT, ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1616 ***********************************************************************
 GY1616  DESIGNATION -  C 313
 GY1616  PID         -  GY1616
 GY1616  STATE/COUNTY-  KY/MARTIN
 GY1616  USGS QUAD   -  THOMAS (1992)
 GY1616
 GY1616                         *CURRENT SURVEY CONTROL
 GY1616  ___________________________________________________________________
 GY1616* NAD 83(1986)-  37 44 47.     (N)    082 34 47.     (W)     SCALED    
 GY1616* NAVD 88     -       299.175  (meters)     981.54   (feet)  ADJUSTED  
 GY1616  ___________________________________________________________________
 GY1616  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GY1616  DYNAMIC HT  -         298.955 (meters)     980.82  (feet)  COMP
 GY1616  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 GY1616
 GY1616  VERT ORDER  -  SECOND    CLASS 0
 GY1616
 GY1616.The horizontal coordinates were scaled from a topographic map and have
 GY1616.an estimated accuracy of +/- 6 seconds.
 GY1616
 GY1616.The orthometric height was determined by differential leveling
 GY1616.and adjusted by the National Geodetic Survey in June 1991..
 GY1616
 GY1616.The geoid height was determined by GEOID03.
 GY1616
 GY1616.The dynamic height is computed by dividing the NAVD 88
 GY1616.geopotential number by the normal gravity value computed on the
 GY1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1616.degrees latitude (g = 980.6199 gals.).
 GY1616
 GY1616.The modeled gravity was interpolated from observed gravity values.
 GY1616
 GY1616;                    North         East    Units  Estimated Accuracy
 GY1616;SPC KY1Z     - 1,161,570.    1,779,330.      MT  (+/- 180 meters Scaled)
 GY1616
 GY1616                          SUPERSEDED SURVEY CONTROL
 GY1616
 GY1616  NGVD 29 (??/??/92)  299.39   (m)          982.2    (f) COMPUTED    2 0
 GY1616
 GY1616.Superseded values are not recommended for survey control.
 GY1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1616.See file dsdata.txt to determine how the superseded data were derived.
 GY1616
 GY1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB608788(NAD 83)
 GY1616_MARKER: DB = BENCH MARK DISK
 GY1616_SETTING: 66 = SET IN ROCK OUTCROP
 GY1616_SP_SET: ROCK OUTCROP
 GY1616_STAMPING: C 313 1952 982.242
 GY1616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1616+STABILITY: POSITION/ELEVATION WELL
 GY1616
 GY1616  HISTORY     - Date     Condition        Report By
 GY1616  HISTORY     - 1952     MONUMENTED       CGS
 GY1616  HISTORY     - 1956     GOOD             NGS
 GY1616
 GY1616                          STATION DESCRIPTION
 GY1616
 GY1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1616'11 MI SE FROM DEBORD.
 GY1616'6.1 MILES SOUTHWEST ALONG A GRAVEL ROAD FOLLOWING MIDDLE FORK FROM
 GY1616'THE POST OFFICE AND CHURCH AT DEBORD, 4.85 MILES EAST AND
 GY1616'SOUTHEAST ALONG DIRT ROAD LEADING OVER MOUNTAIN INTO WOLF CREEK,
 GY1616'ABOUT 0.65 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING INTO
 GY1616'LINNBARK FORK, SET VERTICALLY IN THE SOUTHWEST FACE OF A 12 BY 6
 GY1616'FOOT OUTCROP OF ROCK, 14 FEET NORTHEAST OF THE CENTER OF ROAD, 52
 GY1616'FEET SOUTHWEST AND BELOW A PROMINENT ROCK CLIFF, 44 FEET EAST AND
 GY1616'ACROSS ROAD FROM A 12-INCH OAK TREE WITH TRIANGLE BLAZE, 1.8 FEET
 GY1616'SOUTH AND BELOW A 12-INCH TRIANGLE CHISELED IN SLANTING FACE OF
 GY1616'OUTCROP AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK IS
 GY1616'REACHED FROM THE SCHOOL AT MC CLURE, 8.1 MILES SOUTHWEST AND WEST
 GY1616'ALONG ROAD FOLLOWING WOLF CREEK, THENCE 1.85 MILES NORTH ALONG
 GY1616'ROAD ALONG PANTHER FORK AND LEADING OVER MOUNTAIN INTO MIDDLE
 GY1616'FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0442 ***********************************************************************
 GY0442  DESIGNATION -  C 314
 GY0442  PID         -  GY0442
 GY0442  STATE/COUNTY-  KY/MARTIN
 GY0442  USGS QUAD   -  KERMIT (1992)
 GY0442
 GY0442                         *CURRENT SURVEY CONTROL
 GY0442  ___________________________________________________________________
 GY0442* NAD 83(1986)-  37 46 53.     (N)    082 27 26.     (W)     SCALED    
 GY0442* NAVD 88     -       192.857  (meters)     632.73   (feet)  ADJUSTED  
 GY0442  ___________________________________________________________________
 GY0442  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GY0442  DYNAMIC HT  -         192.715 (meters)     632.27  (feet)  COMP
 GY0442  MODELED GRAV-     979,891.5   (mgal)                       NAVD 88
 GY0442
 GY0442  VERT ORDER  -  SECOND    CLASS 0
 GY0442
 GY0442.The horizontal coordinates were scaled from a topographic map and have
 GY0442.an estimated accuracy of +/- 6 seconds.
 GY0442
 GY0442.The orthometric height was determined by differential leveling
 GY0442.and adjusted by the National Geodetic Survey in June 1991..
 GY0442
 GY0442.The geoid height was determined by GEOID03.
 GY0442
 GY0442.The dynamic height is computed by dividing the NAVD 88
 GY0442.geopotential number by the normal gravity value computed on the
 GY0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0442.degrees latitude (g = 980.6199 gals.).
 GY0442
 GY0442.The modeled gravity was interpolated from observed gravity values.
 GY0442
 GY0442;                    North         East    Units  Estimated Accuracy
 GY0442;SPC KY1Z     - 1,165,830.    1,789,980.      MT  (+/- 180 meters Scaled)
 GY0442
 GY0442                          SUPERSEDED SURVEY CONTROL
 GY0442
 GY0442  NGVD 29 (??/??/92)  193.074  (m)          633.44   (f) ADJ UNCH    2 0
 GY0442
 GY0442.Superseded values are not recommended for survey control.
 GY0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0442.See file dsdata.txt to determine how the superseded data were derived.
 GY0442
 GY0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB716825(NAD 83)
 GY0442_MARKER: DB = BENCH MARK DISK
 GY0442_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY0442_STAMPING: C 314 1952 633.444
 GY0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0442
 GY0442  HISTORY     - Date     Condition        Report By
 GY0442  HISTORY     - 1952     MONUMENTED       CGS
 GY0442  HISTORY     - 1956     GOOD             NGS
 GY0442  HISTORY     - 20011226 MARK NOT FOUND   KYDT
 GY0442
 GY0442                          STATION DESCRIPTION
 GY0442
 GY0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0442'2 MI NE FROM MC CLURE.
 GY0442'2.05 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GY0442'MC CLURE, 1 MILE SOUTHWEST OF JUNCTION OF ROAD SOUTH AT GAUZES
 GY0442'STORE, IN THE TOP OF A ROCK OUTCROP ABOUT 20 BY 12 FEET, 16
 GY0442'FEET SOUTH OF THE CENTER OF ROAD, 183 FEET SOUTHEAST AND ACROSS
 GY0442'ROAD FROM CENTER OF GATE ACROSS DRIVE TO A HOUSE NORTH OF ROAD,
 GY0442'16 FEET WEST OF A 20-INCH POPLAR TREE, 11.5 FEET WEST AND 1
 GY0442'FOOT BELOW A 12-INCH TRIANGLE CHISELED IN VERTICAL FACE OF A
 GY0442'ROCK, ABOUT 2 FEET ABOVE LEVEL OF ROAD.
 GY0442
 GY0442                          STATION RECOVERY (2001)
 GY0442
 GY0442'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0442'GROUND AT LOCATION HAS BEEN GRADED LEVEL WITH ROAD, CONSIDER
 GY0442'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0653 ***********************************************************************
 GY0653  DESIGNATION -  C 315
 GY0653  PID         -  GY0653
 GY0653  STATE/COUNTY-  KY/PIKE
 GY0653  USGS QUAD   -  JAMBOREE (1977)
 GY0653
 GY0653                         *CURRENT SURVEY CONTROL
 GY0653  ___________________________________________________________________
 GY0653* NAD 83(1986)-  37 26 52.     (N)    082 10 45.     (W)     SCALED    
 GY0653* NAVD 88     -       532.549  (meters)    1747.20   (feet)  ADJUSTED  
 GY0653  ___________________________________________________________________
 GY0653  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GY0653  DYNAMIC HT  -         532.132 (meters)    1745.84  (feet)  COMP
 GY0653  MODELED GRAV-     979,830.2   (mgal)                       NAVD 88
 GY0653
 GY0653  VERT ORDER  -  SECOND    CLASS 0
 GY0653
 GY0653.The horizontal coordinates were scaled from a topographic map and have
 GY0653.an estimated accuracy of +/- 6 seconds.
 GY0653
 GY0653.The orthometric height was determined by differential leveling
 GY0653.and adjusted by the National Geodetic Survey in June 1991..
 GY0653
 GY0653.The geoid height was determined by GEOID03.
 GY0653
 GY0653.The dynamic height is computed by dividing the NAVD 88
 GY0653.geopotential number by the normal gravity value computed on the
 GY0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0653.degrees latitude (g = 980.6199 gals.).
 GY0653
 GY0653.The modeled gravity was interpolated from observed gravity values.
 GY0653
 GY0653;                    North         East    Units  Estimated Accuracy
 GY0653;SPC KY1Z     - 1,129,730.    1,815,870.      MT  (+/- 180 meters Scaled)
 GY0653
 GY0653                          SUPERSEDED SURVEY CONTROL
 GY0653
 GY0653  NGVD 29 (??/??/92)  532.747  (m)         1747.85   (f) ADJ UNCH    2 0
 GY0653
 GY0653.Superseded values are not recommended for survey control.
 GY0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0653.See file dsdata.txt to determine how the superseded data were derived.
 GY0653
 GY0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB956452(NAD 83)
 GY0653_MARKER: DB = BENCH MARK DISK
 GY0653_SETTING: 66 = SET IN ROCK OUTCROP
 GY0653_SP_SET: ROCK CUT
 GY0653_STAMPING: C 315 1952 1747.854
 GY0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0653+STABILITY: POSITION/ELEVATION WELL
 GY0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0653+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 GY0653
 GY0653  HISTORY     - Date     Condition        Report By
 GY0653  HISTORY     - 1952     MONUMENTED       CGS
 GY0653  HISTORY     - 1956     GOOD             NGS
 GY0653  HISTORY     - 20020723 GOOD             KYDT
 GY0653
 GY0653                          STATION DESCRIPTION
 GY0653
 GY0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0653'5.8 MI NE FROM DUNLAP.
 GY0653'5.8 MILES NORTHEAST ALONG STATE HIGHWAY 194 FROM THE POST
 GY0653'OFFICE AND ROAD JUNCTION AT DUNLAP, 0.55 MILE NORTHEAST OF THE
 GY0653'TOP OF A LONG STEEP HILL, SET VERTICALLY IN SOUTHEAST FACE
 GY0653'OF ROCK CUT, 25 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 46.5
 GY0653'FEET NORTHEAST OF EAST CORNER OF A RIGHT ANGLE SHAPED HEAD
 GY0653'WALL OF A 30-INCH PIPE CULVERT WHICH IS AT SOUTHWEST END OF CUT,
 GY0653'111 1/2 FEET WEST AND ACROSS HIGHWAY FROM A 12-INCH SYCAMORE
 GY0653'TREE WITH TRIANGLE BLAZE, ABOUT 3.5 FEET ABOVE THE LEVEL OF
 GY0653'HIGHWAY.
 GY0653
 GY0653                          STATION RECOVERY (2002)
 GY0653
 GY0653'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0607 ***********************************************************************
 GY0607  DESIGNATION -  C 316
 GY0607  PID         -  GY0607
 GY0607  STATE/COUNTY-  KY/PIKE
 GY0607  USGS QUAD   -  ELKHORN CITY (1978)
 GY0607
 GY0607                         *CURRENT SURVEY CONTROL
 GY0607  ___________________________________________________________________
 GY0607* NAD 83(1986)-  37 18 07.     (N)    082 18 41.     (W)     SCALED    
 GY0607* NAVD 88     -       307.974  (meters)    1010.41   (feet)  ADJUSTED  
 GY0607  ___________________________________________________________________
 GY0607  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY0607  DYNAMIC HT  -         307.723 (meters)    1009.59  (feet)  COMP
 GY0607  MODELED GRAV-     979,807.5   (mgal)                       NAVD 88
 GY0607
 GY0607  VERT ORDER  -  SECOND    CLASS 0
 GY0607
 GY0607.The horizontal coordinates were scaled from a topographic map and have
 GY0607.an estimated accuracy of +/- 6 seconds.
 GY0607
 GY0607.The orthometric height was determined by differential leveling
 GY0607.and adjusted by the National Geodetic Survey in June 1991..
 GY0607
 GY0607.The geoid height was determined by GEOID03.
 GY0607
 GY0607.The dynamic height is computed by dividing the NAVD 88
 GY0607.geopotential number by the normal gravity value computed on the
 GY0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0607.degrees latitude (g = 980.6199 gals.).
 GY0607
 GY0607.The modeled gravity was interpolated from observed gravity values.
 GY0607
 GY0607;                    North         East    Units  Estimated Accuracy
 GY0607;SPC KY1Z     - 1,113,120.    1,804,780.      MT  (+/- 180 meters Scaled)
 GY0607
 GY0607                          SUPERSEDED SURVEY CONTROL
 GY0607
 GY0607  NGVD 29 (??/??/92)  308.170  (m)         1011.05   (f) ADJ UNCH    2 0
 GY0607
 GY0607.Superseded values are not recommended for survey control.
 GY0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0607.See file dsdata.txt to determine how the superseded data were derived.
 GY0607
 GY0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB837291(NAD 83)
 GY0607_MARKER: DB = BENCH MARK DISK
 GY0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0607_SP_SET: CULVERT
 GY0607_STAMPING: C 316 1952 1011.054
 GY0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0607+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 GY0607
 GY0607  HISTORY     - Date     Condition        Report By
 GY0607  HISTORY     - 1952     MONUMENTED       CGS
 GY0607  HISTORY     - 1956     GOOD             NGS
 GY0607  HISTORY     - 20020723 GOOD             KYDT
 GY0607
 GY0607                          STATION DESCRIPTION
 GY0607
 GY0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0607'3.7 MI SE FROM ELKHORN CITY.
 GY0607'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 GY0607'STATE HIGHWAY 197 AT ELKHORN CITY, ON THE OUTSIDE OF A CURVE
 GY0607'WITH TANGENTS EXTENDING SOUTH AND SOUTHEAST, 0.2 MILE NORTHWEST
 GY0607'OF THE KENTUCKY-VIRGINIA STATE LINE, SET IN THE TOP OF THE EAST
 GY0607'END OF THE NORTH HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT FOR
 GY0607'WOLFPEN BRANCH, 24 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 GY0607'110 FEET EAST OF A SIMILAR CULVERT FOR LITTLE GRASSY BRANCH,
 GY0607'127 FEET EAST OF CENTER OF JUNCTION OF A DIRT ROAD NORTHWEST
 GY0607'ALONG LITTLE GRASSY BRANCH, 40 FEET EAST OF THE CENTER OF DRIVE
 GY0607'NORTH TO A FARM HOUSE AND ABOUT 8 FEET BELOW LEVEL OF
 GY0607'HIGHWAY.  NOTE-- MARK IS REACHED FROM BREAKS, DICKENSON COUNTY,
 GY0607'VIRGINIA BY GOING 2.65 MILES NORTHWEST ALONG VIRGINIA AND
 GY0607'KENTUCKY STATE HIGHWAYS 80 FROM THE JUNCTION OF COUNTY ROAD 609
 GY0607'AT BREAKS.
 GY0607
 GY0607                          STATION RECOVERY (2002)
 GY0607
 GY0607'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0765 ***********************************************************************
 GY0765  DESIGNATION -  C 317
 GY0765  PID         -  GY0765
 GY0765  STATE/COUNTY-  KY/PIKE
 GY0765  USGS QUAD   -  HELLIER (1978)
 GY0765
 GY0765                         *CURRENT SURVEY CONTROL
 GY0765  ___________________________________________________________________
 GY0765* NAD 83(1986)-  37 16 43.     (N)    082 23 50.     (W)     SCALED    
 GY0765* NAVD 88     -       287.293  (meters)     942.56   (feet)  ADJUSTED  
 GY0765  ___________________________________________________________________
 GY0765  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GY0765  DYNAMIC HT  -         287.061 (meters)     941.80  (feet)  COMP
 GY0765  MODELED GRAV-     979,815.6   (mgal)                       NAVD 88
 GY0765
 GY0765  VERT ORDER  -  SECOND    CLASS 0
 GY0765
 GY0765.The horizontal coordinates were scaled from a topographic map and have
 GY0765.an estimated accuracy of +/- 6 seconds.
 GY0765
 GY0765.The orthometric height was determined by differential leveling
 GY0765.and adjusted by the National Geodetic Survey in June 1991..
 GY0765
 GY0765.The geoid height was determined by GEOID03.
 GY0765
 GY0765.The dynamic height is computed by dividing the NAVD 88
 GY0765.geopotential number by the normal gravity value computed on the
 GY0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0765.degrees latitude (g = 980.6199 gals.).
 GY0765
 GY0765.The modeled gravity was interpolated from observed gravity values.
 GY0765
 GY0765;                    North         East    Units  Estimated Accuracy
 GY0765;SPC KY1Z     - 1,110,250.    1,797,270.      MT  (+/- 180 meters Scaled)
 GY0765
 GY0765                          SUPERSEDED SURVEY CONTROL
 GY0765
 GY0765  NGVD 29 (??/??/92)  287.482  (m)          943.18   (f) ADJ UNCH    2 0
 GY0765
 GY0765.Superseded values are not recommended for survey control.
 GY0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0765.See file dsdata.txt to determine how the superseded data were derived.
 GY0765
 GY0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB761266(NAD 83)
 GY0765_MARKER: DB = BENCH MARK DISK
 GY0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0765_SP_SET: CULVERT
 GY0765_STAMPING: C 317 1952 943.181
 GY0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0765+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2002
 GY0765
 GY0765  HISTORY     - Date     Condition        Report By
 GY0765  HISTORY     - 1952     MONUMENTED       CGS
 GY0765  HISTORY     - 1956     GOOD             NGS
 GY0765  HISTORY     - 20020725 GOOD             KYDT
 GY0765
 GY0765                          STATION DESCRIPTION
 GY0765
 GY0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0765'3.6 MI SW FROM ELKHORN CITY.
 GY0765'3.55 MILES SOUTHWEST ALONG STATE HIGHWAY 197 FROM THE HIGH SCHOOL
 GY0765'AT ELKHORN CITY, 2.95 MILES EAST OF THE JUNCTION OF STATE HIGHWAY
 GY0765'195 AT ASHCAMP, 23 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY,
 GY0765'IN THE TOP AND 11 FEET NORTHEAST OF SOUTHWEST END OF THE NORTHWEST
 GY0765'HEAD WALL OF A 28-FOOT CONCRETE BOX CULVERT WITH PARTITION OVER
 GY0765'MOUTH OF ADAMS CREEK, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 GY0765
 GY0765                          STATION RECOVERY (2002)
 GY0765
 GY0765'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0765'MARK IS 15 FEET SOUTHWEST OF SOUTHWEST FACE OF PARTITION OF CULVERT,
 GY0765'4.8 FEET SOUTHWEST OF US ARMY CORPS OF ENGINEERS MARK, 1189-4-1, AND
 GY0765'BURIED 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1168 ***********************************************************************
 GY1168  DESIGNATION -  C 318
 GY1168  PID         -  GY1168
 GY1168  STATE/COUNTY-  KY/FLOYD
 GY1168  USGS QUAD   -  WAYLAND (1992)
 GY1168
 GY1168                         *CURRENT SURVEY CONTROL
 GY1168  ___________________________________________________________________
 GY1168* NAD 83(1986)-  37 27 43.     (N)    082 48 55.     (W)     SCALED    
 GY1168* NAVD 88     -       214.175  (meters)     702.67   (feet)  ADJUSTED  
 GY1168  ___________________________________________________________________
 GY1168  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GY1168  DYNAMIC HT  -         214.007 (meters)     702.12  (feet)  COMP
 GY1168  MODELED GRAV-     979,841.4   (mgal)                       NAVD 88
 GY1168
 GY1168  VERT ORDER  -  SECOND    CLASS 0
 GY1168
 GY1168.The horizontal coordinates were scaled from a topographic map and have
 GY1168.an estimated accuracy of +/- 6 seconds.
 GY1168
 GY1168.The orthometric height was determined by differential leveling
 GY1168.and adjusted by the National Geodetic Survey in June 1991..
 GY1168
 GY1168.The geoid height was determined by GEOID03.
 GY1168
 GY1168.The dynamic height is computed by dividing the NAVD 88
 GY1168.geopotential number by the normal gravity value computed on the
 GY1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1168.degrees latitude (g = 980.6199 gals.).
 GY1168
 GY1168.The modeled gravity was interpolated from observed gravity values.
 GY1168
 GY1168;                    North         East    Units  Estimated Accuracy
 GY1168;SPC KY1Z     - 1,129,340.    1,759,580.      MT  (+/- 180 meters Scaled)
 GY1168
 GY1168                          SUPERSEDED SURVEY CONTROL
 GY1168
 GY1168  NGVD 29 (??/??/92)  214.348  (m)          703.24   (f) ADJ UNCH    2 0
 GY1168
 GY1168.Superseded values are not recommended for survey control.
 GY1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1168.See file dsdata.txt to determine how the superseded data were derived.
 GY1168
 GY1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB394476(NAD 83)
 GY1168_MARKER: DB = BENCH MARK DISK
 GY1168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1168_SP_SET: CULVERT
 GY1168_STAMPING: C 318 1952 703.240
 GY1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1168+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 GY1168
 GY1168  HISTORY     - Date     Condition        Report By
 GY1168  HISTORY     - 1952     MONUMENTED       CGS
 GY1168  HISTORY     - 1956     GOOD             NGS
 GY1168  HISTORY     - 20060124 GOOD             KYTC
 GY1168
 GY1168                          STATION DESCRIPTION
 GY1168
 GY1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1168'1.5 MI NW FROM WAYLAND.
 GY1168'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE HIGH SCHOOL
 GY1168'AT WAYLAND, 1.0 MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY
 GY1168'80 AT LACKEY, SET IN THE TOP AND 4 FEET SOUTH OF NORTH END OF
 GY1168'EAST HEAD WALL OF A 5-FOOT CONCRETE BOX CULVERT, 18 FEET EAST
 GY1168'OF CENTER LINE OF HIGHWAY AND ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.
 GY1168
 GY1168                          STATION RECOVERY (2006)
 GY1168
 GY1168'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3127 ***********************************************************************
 GY3127  DESIGNATION -  C 319 RESET
 GY3127  PID         -  GY3127
 GY3127  STATE/COUNTY-  KY/PIKE
 GY3127  USGS QUAD   -  BELFRY (1992)
 GY3127
 GY3127                         *CURRENT SURVEY CONTROL
 GY3127  ___________________________________________________________________
 GY3127* NAD 83(1986)-  37 36 24.     (N)    082 19 05.     (W)     SCALED    
 GY3127* NAVD 88     -       254.99   (meters)     836.6    (feet)  RESET     
 GY3127  ___________________________________________________________________
 GY3127  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GY3127
 GY3127  VERT ORDER  -  THIRD
 GY3127
 GY3127.The horizontal coordinates were scaled from a topographic map and have
 GY3127.an estimated accuracy of +/- 6 seconds.
 GY3127
 GY3127.The orthometric height was computed from unverified reset data.
 GY3127.No vertical observational check was made to the station.
 GY3127
 GY3127.The geoid height was determined by GEOID03.
 GY3127
 GY3127;                    North         East    Units  Estimated Accuracy
 GY3127;SPC KY1Z     - 1,146,890.    1,802,950.      MT  (+/- 180 meters Scaled)
 GY3127
 GY3127                          SUPERSEDED SURVEY CONTROL
 GY3127
 GY3127  NGVD 29 (10/08/05)  255.21   (m)          837.3    (f) RESET       3  
 GY3127
 GY3127.Superseded values are not recommended for survey control.
 GY3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3127.See file dsdata.txt to determine how the superseded data were derived.
 GY3127
 GY3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB836629(NAD 83)
 GY3127_MARKER: DB = BENCH MARK DISK
 GY3127_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GY3127_SP_SET: RETAINING WALL
 GY3127_STAMPING: C 319 RESET 1981
 GY3127_MARK LOGO: NGS   
 GY3127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3127+STABILITY: SURFACE MOTION
 GY3127
 GY3127  HISTORY     - Date     Condition        Report By
 GY3127  HISTORY     - 1981     MONUMENTED       NGS
 GY3127
 GY3127                          STATION DESCRIPTION
 GY3127
 GY3127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 GY3127'0.6 KM (0.4 MI) SE FROM CANADA.
 GY3127'0.6 KM (0.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 119 FROM TH  POST OFFICE
 GY3127'IN CANADA, 11.9 METERS (39.0 FT) SOUTHWEST OF SOUTHWEST CORNER OF A
 GY3127'FRAME HOUSE, 2.4 METERS (8.0 FT) SOUTHEAST OF AN 18-INCH ELM TREE,
 GY3127'4.3 METERS (14.0 FT) NORTHWEST OF THE CENTERLINE OF A DRIVEWAY, 18.3
 GY3127'METERS (60.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, AND
 GY3127'54.9 METERS (180.0 FT) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 GY3127'PROPOSED NEW HIGHWAY, IN THE TOP AND CORNER OF A CONCRETE RETAINING
 GY3127'WALL FLUSH WITH THE GROUND, WITH A RAILROAD SPIKE BURIED BESIDE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0044 ***********************************************************************
 GD0044  DESIGNATION -  C 32 TVA
 GD0044  PID         -  GD0044
 GD0044  STATE/COUNTY-  KY/TRIGG
 GD0044  USGS QUAD   -  FENTON (1986)
 GD0044
 GD0044                         *CURRENT SURVEY CONTROL
 GD0044  ___________________________________________________________________
 GD0044* NAD 83(1986)-  36 51 48.     (N)    088 04 34.     (W)     SCALED    
 GD0044* NAVD 88     -       170.377  (meters)     558.98   (feet)  ADJUSTED  
 GD0044  ___________________________________________________________________
 GD0044  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GD0044  DYNAMIC HT  -         170.245 (meters)     558.55  (feet)  COMP
 GD0044  MODELED GRAV-     979,853.1   (mgal)                       NAVD 88
 GD0044
 GD0044  VERT ORDER  -  FIRST     CLASS II
 GD0044
 GD0044.The horizontal coordinates were scaled from a topographic map and have
 GD0044.an estimated accuracy of +/- 6 seconds.
 GD0044
 GD0044.The orthometric height was determined by differential leveling
 GD0044.and adjusted by the National Geodetic Survey in June 1991..
 GD0044
 GD0044.The geoid height was determined by GEOID03.
 GD0044
 GD0044.The dynamic height is computed by dividing the NAVD 88
 GD0044.geopotential number by the normal gravity value computed on the
 GD0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0044.degrees latitude (g = 980.6199 gals.).
 GD0044
 GD0044.The modeled gravity was interpolated from observed gravity values.
 GD0044
 GD0044;                    North         East    Units  Estimated Accuracy
 GD0044;SPC KY1Z     - 1,061,410.    1,292,590.      MT  (+/- 180 meters Scaled)
 GD0044
 GD0044                          SUPERSEDED SURVEY CONTROL
 GD0044
 GD0044  NGVD 29 (??/??/??)  170.444  (m)          559.20   (f) ADJUSTED    1 2
 GD0044
 GD0044.Superseded values are not recommended for survey control.
 GD0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0044.See file dsdata.txt to determine how the superseded data were derived.
 GD0044
 GD0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF040802(NAD 83)
 GD0044_MARKER: Z = SEE DESCRIPTION
 GD0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0044_STAMPING: USRA NX C32 N75 38W
 GD0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0044+STABILITY: SURFACE MOTION
 GD0044
 GD0044  HISTORY     - Date     Condition        Report By
 GD0044  HISTORY     - UNK      MONUMENTED       TVA
 GD0044  HISTORY     - 1946     GOOD             CGS
 GD0044  HISTORY     - 1972     GOOD             NGS
 GD0044
 GD0044                          STATION DESCRIPTION
 GD0044
 GD0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0044'11.6 MI NW FROM GOLDEN POND.
 GD0044'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0044'AT GOLDEN POND, THENCE ABOUT 9.0 MILES NORTH ALONG THE DIVIDING
 GD0044'RIDGE ROAD, ABOUT 130 YARDS NORTH OF THE MULBERRY FLAT FIELD
 GD0044'OFFICE, 350 FEET NORTH OF THE JUNCTION OF A ROAD LEADING EAST, 87
 GD0044'FEET NORTH OF THE JUNCTION OF A CUT OFF ROAD CONNECTING THE TWO
 GD0044'ROADS, 45 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD 15 FEET
 GD0044'NORTH OF A BLAZED 15 INCH OAK TREE, ABOUT LEVEL WITH THE ROAD AND
 GD0044'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  TRAVEL
 GD0044'STATE HWY 453 N FOR 7.2 MI FROM JUNCTION WITH U.S. HWY 68 TURN
 GD0044'RIGHT AT CROSSROADS GO 0.6 MI ALONG PAVED RD AND STATION,
 GD0044'MONUMENT IS 50 FT N OF CENTERLINE MILBERRY FLAT RD, 15 FT
 GD0044'N OF 20 IN OAK TREE, MONUMENT IS SAME ELEV. AS RD., STEEL POST
 GD0044'AND SURVEY MARKER SIGN SET AT MONUMENT.
 GD0044
 GD0044                          STATION RECOVERY (1972)
 GD0044
 GD0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1113 ***********************************************************************
 GY1113  DESIGNATION -  C 320
 GY1113  PID         -  GY1113
 GY1113  STATE/COUNTY-  KY/PIKE
 GY1113  USGS QUAD   -  PIKEVILLE (1992)
 GY1113
 GY1113                         *CURRENT SURVEY CONTROL
 GY1113  ___________________________________________________________________
 GY1113* NAD 83(1986)-  37 27 30.     (N)    082 33 12.     (W)     SCALED    
 GY1113* NAVD 88     -       223.543  (meters)     733.41   (feet)  ADJUSTED  
 GY1113  ___________________________________________________________________
 GY1113  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GY1113  DYNAMIC HT  -         223.372 (meters)     732.85  (feet)  COMP
 GY1113  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 GY1113
 GY1113  VERT ORDER  -  SECOND    CLASS 0
 GY1113
 GY1113.The horizontal coordinates were scaled from a topographic map and have
 GY1113.an estimated accuracy of +/- 6 seconds.
 GY1113
 GY1113.The orthometric height was determined by differential leveling
 GY1113.and adjusted by the National Geodetic Survey in June 1991..
 GY1113
 GY1113.The geoid height was determined by GEOID03.
 GY1113
 GY1113.The dynamic height is computed by dividing the NAVD 88
 GY1113.geopotential number by the normal gravity value computed on the
 GY1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1113.degrees latitude (g = 980.6199 gals.).
 GY1113
 GY1113.The modeled gravity was interpolated from observed gravity values.
 GY1113
 GY1113;                    North         East    Units  Estimated Accuracy
 GY1113;SPC KY1Z     - 1,129,700.    1,782,750.      MT  (+/- 180 meters Scaled)
 GY1113
 GY1113                          SUPERSEDED SURVEY CONTROL
 GY1113
 GY1113  NGVD 29 (??/??/92)  223.741  (m)          734.06   (f) ADJ UNCH    2 0
 GY1113
 GY1113.Superseded values are not recommended for survey control.
 GY1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1113.See file dsdata.txt to determine how the superseded data were derived.
 GY1113
 GY1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB626468(NAD 83)
 GY1113_MARKER: DB = BENCH MARK DISK
 GY1113_SETTING: 66 = SET IN ROCK OUTCROP
 GY1113_SP_SET: ROCK CUT
 GY1113_STAMPING: C 320 1953 734.057
 GY1113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1113+STABILITY: POSITION/ELEVATION WELL
 GY1113
 GY1113  HISTORY     - Date     Condition        Report By
 GY1113  HISTORY     - 1953     MONUMENTED       CGS
 GY1113  HISTORY     - 1956     POOR             NGS
 GY1113
 GY1113                          STATION DESCRIPTION
 GY1113
 GY1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1113'4.6 MI SW FROM PIKEVILLE.
 GY1113'2.2 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY1113'STATION AT PIKEVILLE TO RAILROAD BRIDGE OVER ISLAND CREEK AT
 GY1113'TITAN SIDING, THENCE 1.4 MILES SOUTHWEST ALONG A ROAD FOLLOWING
 GY1113'ISLAND CREEK, THENCE 1.0 MILE WEST ALONG A ROAD FOLLOWING RIGHT
 GY1113'FORK OF ISLAND CREEK, 0.4 MILE EAST OF THE JUNCTION OF A ROAD
 GY1113'NORTH, 0.35 MILE WEST OF THE JUNCTION OF A ROAD SOUTHWEST INTO
 GY1113'RACOON BRANCH, SET VERTICALLY ABOUT 3 FEET ABOVE GROUND IN THE
 GY1113'SOUTHEAST FACE OF A ROCK CUT, 9 FEET NORTH OF CENTER OF ROAD, 22
 GY1113'YARDS WEST OF BRIDGE JUNCTION OF A DRIVE SOUTH TO A HOUSE, 24
 GY1113'FEET NORTH AND ACROSS ROAD FROM CENTER OF CREEK AND ABOUT 3 1/2
 GY1113'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1532 ***********************************************************************
 GY1532  DESIGNATION -  C 321
 GY1532  PID         -  GY1532
 GY1532  STATE/COUNTY-  KY/FLOYD
 GY1532  USGS QUAD   -  HAROLD (1992)
 GY1532
 GY1532                         *CURRENT SURVEY CONTROL
 GY1532  ___________________________________________________________________
 GY1532* NAD 83(1986)-  37 30 35.     (N)    082 41 23.     (W)     SCALED    
 GY1532* NAVD 88     -       235.223  (meters)     771.73   (feet)  ADJUSTED  
 GY1532  ___________________________________________________________________
 GY1532  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GY1532  DYNAMIC HT  -         235.042 (meters)     771.13  (feet)  COMP
 GY1532  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 GY1532
 GY1532  VERT ORDER  -  SECOND    CLASS 0
 GY1532
 GY1532.The horizontal coordinates were scaled from a topographic map and have
 GY1532.an estimated accuracy of +/- 6 seconds.
 GY1532
 GY1532.The orthometric height was determined by differential leveling
 GY1532.and adjusted by the National Geodetic Survey in June 1991..
 GY1532
 GY1532.The geoid height was determined by GEOID03.
 GY1532
 GY1532.The dynamic height is computed by dividing the NAVD 88
 GY1532.geopotential number by the normal gravity value computed on the
 GY1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1532.degrees latitude (g = 980.6199 gals.).
 GY1532
 GY1532.The modeled gravity was interpolated from observed gravity values.
 GY1532
 GY1532;                    North         East    Units  Estimated Accuracy
 GY1532;SPC KY1Z     - 1,135,000.    1,770,500.      MT  (+/- 180 meters Scaled)
 GY1532
 GY1532                          SUPERSEDED SURVEY CONTROL
 GY1532
 GY1532  NGVD 29 (??/??/92)  235.412  (m)          772.35   (f) ADJ UNCH    2 0
 GY1532
 GY1532.Superseded values are not recommended for survey control.
 GY1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1532.See file dsdata.txt to determine how the superseded data were derived.
 GY1532
 GY1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB506527(NAD 83)
 GY1532_MARKER: DB = BENCH MARK DISK
 GY1532_SETTING: 66 = SET IN ROCK OUTCROP
 GY1532_SP_SET: ROCK CLIFF
 GY1532_STAMPING: C 321 1952 772.348
 GY1532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1532+STABILITY: POSITION/ELEVATION WELL
 GY1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1532+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 GY1532
 GY1532  HISTORY     - Date     Condition        Report By
 GY1532  HISTORY     - 1952     MONUMENTED       CGS
 GY1532  HISTORY     - 1956     GOOD             NGS
 GY1532  HISTORY     - 20010611 GOOD             KYDT
 GY1532  HISTORY     - 20040401 GOOD             KYDT
 GY1532
 GY1532                          STATION DESCRIPTION
 GY1532
 GY1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1532'4.8 MI W FROM HAROLD.
 GY1532'0.6 MILE WEST ALONG STATE HIGHWAY 979 FROM THE C. AND O. RR.
 GY1532'STATION AT HAROLD, THENCE 3.95 MILES NORTHWEST AND SOUTHWEST
 GY1532'ALONG ROAD FOLLOWING LITTLE MUD CREEK, THENCE 0.25 MILE WEST
 GY1532'ALONG A ROAD FOLLOWING TRACE FORK, 0.15 MILE WEST OF A CHURCH
 GY1532'AND HILLSIDE CEMETERY, SET VERTICALLY ABOUT 1 FOOT ABOVE GROUND
 GY1532'IN WEST FACE OF ROCK CLIFF AND IN THE BOTTOM SOUTH CORNER OF
 GY1532'SAME CLIFF, 78 FEET NORTH OF CENTER OF ROAD AT CENTER OF BRIDGE
 GY1532'OVER A SMALL CREEK FROM THE NORTH, 30 FEET EAST OF THE CENTER OF
 GY1532'CREEK FROM THE NORTH, EAST AND ACROSS CREEK FROM A TWO STORY
 GY1532'HOUSE AND ABOUT 8 FEET ABOVE LEVEL OF ROAD.
 GY1532
 GY1532                          STATION RECOVERY (2001)
 GY1532
 GY1532'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1532'MARK IS DIRECTLY BEHIND A CHICKEN COOP.
 GY1532
 GY1532                          STATION RECOVERY (2004)
 GY1532
 GY1532'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1230 ***********************************************************************
 GY1230  DESIGNATION -  C 322
 GY1230  PID         -  GY1230
 GY1230  STATE/COUNTY-  KY/KNOTT
 GY1230  USGS QUAD   -  HINDMAN (1992)
 GY1230
 GY1230                         *CURRENT SURVEY CONTROL
 GY1230  ___________________________________________________________________
 GY1230* NAD 83(1986)-  37 18 09.     (N)    082 55 33.     (W)     SCALED    
 GY1230* NAVD 88     -       343.105  (meters)    1125.67   (feet)  ADJUSTED  
 GY1230  ___________________________________________________________________
 GY1230  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY1230  DYNAMIC HT  -         342.825 (meters)    1124.75  (feet)  COMP
 GY1230  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GY1230
 GY1230  VERT ORDER  -  SECOND    CLASS 0
 GY1230
 GY1230.The horizontal coordinates were scaled from a topographic map and have
 GY1230.an estimated accuracy of +/- 6 seconds.
 GY1230
 GY1230.The orthometric height was determined by differential leveling
 GY1230.and adjusted by the National Geodetic Survey in June 1991..
 GY1230
 GY1230.The geoid height was determined by GEOID03.
 GY1230
 GY1230.The dynamic height is computed by dividing the NAVD 88
 GY1230.geopotential number by the normal gravity value computed on the
 GY1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1230.degrees latitude (g = 980.6199 gals.).
 GY1230
 GY1230.The modeled gravity was interpolated from observed gravity values.
 GY1230
 GY1230;                    North         East    Units  Estimated Accuracy
 GY1230;SPC KY1Z     - 1,111,350.    1,750,340.      MT  (+/- 180 meters Scaled)
 GY1230
 GY1230                          SUPERSEDED SURVEY CONTROL
 GY1230
 GY1230  NGVD 29 (??/??/92)  343.260  (m)         1126.18   (f) ADJ UNCH    2 0
 GY1230
 GY1230.Superseded values are not recommended for survey control.
 GY1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1230.See file dsdata.txt to determine how the superseded data were derived.
 GY1230
 GY1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB293301(NAD 83)
 GY1230_MARKER: DB = BENCH MARK DISK
 GY1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1230_SP_SET: CULVERT
 GY1230_STAMPING: C 322 1953
 GY1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1230+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 GY1230
 GY1230  HISTORY     - Date     Condition        Report By
 GY1230  HISTORY     - 1953     MONUMENTED       CGS
 GY1230  HISTORY     - 1956     GOOD             NGS
 GY1230  HISTORY     - 20060125 GOOD             KYTC
 GY1230
 GY1230                          STATION DESCRIPTION
 GY1230
 GY1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1230'4.4 MI SE FROM HINDMAN.
 GY1230'2.75 MILES SOUTHEAST ALONG STATE HIGHWAY 160 FROM JUNCTION OF
 GY1230'STATE HIGHWAY 80 AT HINDMAN, THENCE 1.6 MILES SOUTHEAST ALONG
 GY1230'A GRAVEL ROAD, 0.5 MILE SOUTHEAST OF IVIS POST OFFICE, 0.95
 GY1230'MILE NORTHWEST OF COMMUNITY GOSPEL CHURCH AT MALLIE, SET IN THE
 GY1230'TOP AND 4 FEET SOUTHEAST OF NORTHWEST END OF 15-FOOT CONCRETE HEAD
 GY1230'WALL OF A 3-FOOT CONCRETE AND STONE CULVERT FOR A SMALL HOLLOW,
 GY1230'18 FEET NORTHEAST OF THE CENTER OF ROAD AND ABOUT 5 FEET BELOW
 GY1230'LEVEL OF ROAD.
 GY1230
 GY1230                          STATION RECOVERY (2006)
 GY1230
 GY1230'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1173 ***********************************************************************
 GY1173  DESIGNATION -  C 323
 GY1173  PID         -  GY1173
 GY1173  STATE/COUNTY-  KY/KNOTT
 GY1173  USGS QUAD   -  WAYLAND (1992)
 GY1173
 GY1173                         *CURRENT SURVEY CONTROL
 GY1173  ___________________________________________________________________
 GY1173* NAD 83(1986)-  37 25 01.     (N)    082 47 43.     (W)     SCALED    
 GY1173* NAVD 88     -       222.149  (meters)     728.83   (feet)  ADJUSTED  
 GY1173  ___________________________________________________________________
 GY1173  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GY1173  DYNAMIC HT  -         221.974 (meters)     728.26  (feet)  COMP
 GY1173  MODELED GRAV-     979,835.8   (mgal)                       NAVD 88
 GY1173
 GY1173  VERT ORDER  -  SECOND    CLASS 0
 GY1173
 GY1173.The horizontal coordinates were scaled from a topographic map and have
 GY1173.an estimated accuracy of +/- 6 seconds.
 GY1173
 GY1173.The orthometric height was determined by differential leveling
 GY1173.and adjusted by the National Geodetic Survey in June 1991..
 GY1173
 GY1173.The geoid height was determined by GEOID03.
 GY1173
 GY1173.The dynamic height is computed by dividing the NAVD 88
 GY1173.geopotential number by the normal gravity value computed on the
 GY1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1173.degrees latitude (g = 980.6199 gals.).
 GY1173
 GY1173.The modeled gravity was interpolated from observed gravity values.
 GY1173
 GY1173;                    North         East    Units  Estimated Accuracy
 GY1173;SPC KY1Z     - 1,124,400.    1,761,500.      MT  (+/- 180 meters Scaled)
 GY1173
 GY1173                          SUPERSEDED SURVEY CONTROL
 GY1173
 GY1173  NGVD 29 (??/??/92)  222.323  (m)          729.40   (f) ADJ UNCH    2 0
 GY1173
 GY1173.Superseded values are not recommended for survey control.
 GY1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1173.See file dsdata.txt to determine how the superseded data were derived.
 GY1173
 GY1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB411426(NAD 83)
 GY1173_MARKER: DB = BENCH MARK DISK
 GY1173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1173_SP_SET: BRIDGE
 GY1173_STAMPING: C 323 1953 729.405
 GY1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1173+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 GY1173
 GY1173  HISTORY     - Date     Condition        Report By
 GY1173  HISTORY     - 1953     MONUMENTED       CGS
 GY1173  HISTORY     - 1956     GOOD             NGS
 GY1173  HISTORY     - 20060124 GOOD             KYTC
 GY1173
 GY1173                          STATION DESCRIPTION
 GY1173
 GY1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1173'2.8 MI S FROM WAYLAND.
 GY1173'2.85 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE HIGH SCHOOL AT
 GY1173'WAYLAND, 85 YARDS SOUTHEAST OF THE KNOTT - FLOYD COUNTY LINE,
 GY1173'ABOUT 120 YARDS SOUTHEAST OF THE CROSSING OF C. AND O. RR., SET IN
 GY1173'THE TOP OF THE WING WALL AT SOUTHWEST END OF THE SOUTHEAST
 GY1173'ABUTMENT OF A CURVED 160-FOOT CONCRETE BRIDGE OVER RIGHT FORK
 GY1173'OF BEAVER CREEK, 16 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 3
 GY1173'FEET SOUTHWEST OF CONCRETE GUARD RAIL AND ABOUT LEVEL WITH
 GY1173'HIGHWAY.
 GY1173
 GY1173                          STATION RECOVERY (2006)
 GY1173
 GY1173'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1026 ***********************************************************************
 GY1026  DESIGNATION -  C 324
 GY1026  PID         -  GY1026
 GY1026  STATE/COUNTY-  KY/LETCHER
 GY1026  USGS QUAD   -  MAYKING (1992)
 GY1026
 GY1026                         *CURRENT SURVEY CONTROL
 GY1026  ___________________________________________________________________
 GY1026* NAD 83(1986)-  37 10 51.     (N)    082 52 00.     (W)     SCALED    
 GY1026* NAVD 88     -       370.729  (meters)    1216.30   (feet)  ADJUSTED  
 GY1026  ___________________________________________________________________
 GY1026  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1026  DYNAMIC HT  -         370.423 (meters)    1215.30  (feet)  COMP
 GY1026  MODELED GRAV-     979,795.7   (mgal)                       NAVD 88
 GY1026
 GY1026  VERT ORDER  -  SECOND    CLASS 0
 GY1026
 GY1026.The horizontal coordinates were scaled from a topographic map and have
 GY1026.an estimated accuracy of +/- 6 seconds.
 GY1026
 GY1026.The orthometric height was determined by differential leveling
 GY1026.and adjusted by the National Geodetic Survey in June 1991..
 GY1026
 GY1026.The geoid height was determined by GEOID03.
 GY1026
 GY1026.The dynamic height is computed by dividing the NAVD 88
 GY1026.geopotential number by the normal gravity value computed on the
 GY1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1026.degrees latitude (g = 980.6199 gals.).
 GY1026
 GY1026.The modeled gravity was interpolated from observed gravity values.
 GY1026
 GY1026;                    North         East    Units  Estimated Accuracy
 GY1026;SPC KY1Z     - 1,098,010.    1,756,000.      MT  (+/- 180 meters Scaled)
 GY1026
 GY1026                          SUPERSEDED SURVEY CONTROL
 GY1026
 GY1026  NGVD 29 (??/??/92)  370.883  (m)         1216.81   (f) ADJ UNCH    2 0
 GY1026
 GY1026.Superseded values are not recommended for survey control.
 GY1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1026.See file dsdata.txt to determine how the superseded data were derived.
 GY1026
 GY1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB342165(NAD 83)
 GY1026_MARKER: DB = BENCH MARK DISK
 GY1026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1026_SP_SET: FOUNDATION
 GY1026_STAMPING: C 324 1953 1216.805
 GY1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1026
 GY1026  HISTORY     - Date     Condition        Report By
 GY1026  HISTORY     - 1953     MONUMENTED       CGS
 GY1026  HISTORY     - 1956     GOOD             NGS
 GY1026
 GY1026                          STATION DESCRIPTION
 GY1026
 GY1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1026'2.4 MI E FROM ISOM.
 GY1026'2.4 MILES EAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 GY1026'STATE HIGHWAY 7 AT ISOM, 0.1 MILE WEST OF THE JUNCTION OF
 GY1026'STATE HIGHWAY 160 SOUTH AT TILLIE, ABOUT 45 YARDS SOUTHWEST OF
 GY1026'CENTER LINE OF HIGHWAY, SET VERTICALLY IN THE NORTHEAST FACE
 GY1026'OF THE CONCRETE FOUNDATION OF CONCRETE BLOCK COW BRANCH SCHOOL,
 GY1026'0.8 FOOT SOUTHEAST OF NORTH CORNER OF BUILDING AND ABOUT 1.5 FEET
 GY1026'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1160 ***********************************************************************
 GY1160  DESIGNATION -  C 325
 GY1160  PID         -  GY1160
 GY1160  STATE/COUNTY-  KY/LETCHER
 GY1160  USGS QUAD   -  JENKINS WEST (1992)
 GY1160
 GY1160                         *CURRENT SURVEY CONTROL
 GY1160  ___________________________________________________________________
 GY1160* NAD 83(1986)-  37 12 56.     (N)    082 42 19.     (W)     SCALED    
 GY1160* NAVD 88     -       419.737  (meters)    1377.09   (feet)  ADJUSTED  
 GY1160  ___________________________________________________________________
 GY1160  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY1160  DYNAMIC HT  -         419.384 (meters)    1375.93  (feet)  COMP
 GY1160  MODELED GRAV-     979,778.5   (mgal)                       NAVD 88
 GY1160
 GY1160  VERT ORDER  -  SECOND    CLASS 0
 GY1160
 GY1160.The horizontal coordinates were scaled from a topographic map and have
 GY1160.an estimated accuracy of +/- 6 seconds.
 GY1160
 GY1160.The orthometric height was determined by differential leveling
 GY1160.and adjusted by the National Geodetic Survey in June 1991..
 GY1160
 GY1160.The geoid height was determined by GEOID03.
 GY1160
 GY1160.The dynamic height is computed by dividing the NAVD 88
 GY1160.geopotential number by the normal gravity value computed on the
 GY1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1160.degrees latitude (g = 980.6199 gals.).
 GY1160
 GY1160.The modeled gravity was interpolated from observed gravity values.
 GY1160
 GY1160;                    North         East    Units  Estimated Accuracy
 GY1160;SPC KY1Z     - 1,102,320.    1,770,190.      MT  (+/- 180 meters Scaled)
 GY1160
 GY1160                          SUPERSEDED SURVEY CONTROL
 GY1160
 GY1160  NGVD 29 (??/??/92)  419.894  (m)         1377.60   (f) ADJ UNCH    2 0
 GY1160
 GY1160.Superseded values are not recommended for survey control.
 GY1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1160.See file dsdata.txt to determine how the superseded data were derived.
 GY1160
 GY1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB486201(NAD 83)
 GY1160_MARKER: DB = BENCH MARK DISK
 GY1160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1160_SP_SET: FOOTING
 GY1160_STAMPING: C 325 1953 1377.602
 GY1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1160
 GY1160  HISTORY     - Date     Condition        Report By
 GY1160  HISTORY     - 1953     MONUMENTED       CGS
 GY1160  HISTORY     - 1956     POOR             NGS
 GY1160
 GY1160                          STATION DESCRIPTION
 GY1160
 GY1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1160'AT HEMPHILL.
 GY1160'AT HEMPHILL, ABOUT 40 YARDS NORTH OF THE JUNCTION OF STATE
 GY1160'HIGHWAYS 317 AND 275, ABOUT 50 YARDS NORTHEAST OF CONFLUENCE OF
 GY1160'YOUNTS FORK AND QUILLEN FORK, SET IN THE TOP OF THE NORTH END OF
 GY1160'THE WEST GUARD RAIL FOOTING OF HIGHWAY BRIDGE OVER YOUNTS FORK,
 GY1160'18 FEET WEST OF CENTER LINE OF HIGHWAY 317, 0.3 FOOT EAST OF NORTH
 GY1160'END OF WEST CONCRETE GUARD RAIL, 1 FOOT SOUTH OF NORTH END OF
 GY1160'RAIL FOOTING AND ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY 317.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0968 ***********************************************************************
 GY0968  DESIGNATION -  C 326
 GY0968  PID         -  GY0968
 GY0968  STATE/COUNTY-  KY/LETCHER
 GY0968  USGS QUAD   -  WHITESBURG (1978)
 GY0968
 GY0968                         *CURRENT SURVEY CONTROL
 GY0968  ___________________________________________________________________
 GY0968* NAD 83(1986)-  37 04 06.     (N)    082 46 09.     (W)     SCALED    
 GY0968* NAVD 88     -       537.108  (meters)    1762.16   (feet)  ADJUSTED  
 GY0968  ___________________________________________________________________
 GY0968  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GY0968  DYNAMIC HT  -         536.638 (meters)    1760.62  (feet)  COMP
 GY0968  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 GY0968
 GY0968  VERT ORDER  -  SECOND    CLASS 0
 GY0968
 GY0968.The horizontal coordinates were scaled from a topographic map and have
 GY0968.an estimated accuracy of +/- 6 seconds.
 GY0968
 GY0968.The orthometric height was determined by differential leveling
 GY0968.and adjusted by the National Geodetic Survey in June 1991..
 GY0968
 GY0968.The geoid height was determined by GEOID03.
 GY0968
 GY0968.The dynamic height is computed by dividing the NAVD 88
 GY0968.geopotential number by the normal gravity value computed on the
 GY0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0968.degrees latitude (g = 980.6199 gals.).
 GY0968
 GY0968.The modeled gravity was interpolated from observed gravity values.
 GY0968
 GY0968;                    North         East    Units  Estimated Accuracy
 GY0968;SPC KY1Z     - 1,085,810.    1,765,050.      MT  (+/- 180 meters Scaled)
 GY0968
 GY0968                          SUPERSEDED SURVEY CONTROL
 GY0968
 GY0968  NGVD 29 (??/??/92)  537.240  (m)         1762.59   (f) ADJ UNCH    2 0
 GY0968
 GY0968.Superseded values are not recommended for survey control.
 GY0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0968.See file dsdata.txt to determine how the superseded data were derived.
 GY0968
 GY0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB427039(NAD 83)
 GY0968_MARKER: DB = BENCH MARK DISK
 GY0968_SETTING: 66 = SET IN ROCK OUTCROP
 GY0968_SP_SET: ROCK CUT
 GY0968_STAMPING: C 326 1953 1762.595
 GY0968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0968+STABILITY: POSITION/ELEVATION WELL
 GY0968
 GY0968  HISTORY     - Date     Condition        Report By
 GY0968  HISTORY     - 1953     MONUMENTED       CGS
 GY0968  HISTORY     - 1956     POOR             NGS
 GY0968
 GY0968                          STATION DESCRIPTION
 GY0968
 GY0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0968'2.8 MI E FROM OVEN FORK.
 GY0968'0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION OF
 GY0968'STATE HIGHWAY 806 SOUTH TO EOLIA AT OVEN FORK, THENCE 1.9 MILES
 GY0968'EAST ALONG A BLACK TOP ROAD LEADING TO FLAT GAP AND POUND,
 GY0968'VIRGINIA, 0.4 MILE WEST OF PARSONS SCHOOL, 0.15 MILE EAST OF A
 GY0968'SMALL BRIDGE OVER BAD BRANCH, SET VERTICALLY IN THE SOUTHEAST
 GY0968'FACE OF A 10-FOOT HIGH ROCK CUT, 58 YARDS SOUTHWEST OF A 15-INCH
 GY0968'PIPE CULVERT, 78 YARDS SOUTHWEST OF NORTHEAST END OF ROCKY PART
 GY0968'OF CUT, 15 FEET NORTHWEST OF THE CENTER OF ROAD, AND ABOUT 2 FEET
 GY0968'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AD9237 ***********************************************************************
 AD9237  DESIGNATION -  C 327 RESET
 AD9237  PID         -  AD9237
 AD9237  STATE/COUNTY-  KY/LETCHER
 AD9237  USGS QUAD   -  JENKINS WEST (1992)
 AD9237
 AD9237                         *CURRENT SURVEY CONTROL
 AD9237  ___________________________________________________________________
 AD9237* NAD 83(1986)-  37 09 38.     (N)    082 38 48.     (W)     SCALED    
 AD9237* NAVD 88     -       530.20   (meters)    1739.5    (feet)  RESET     
 AD9237  ___________________________________________________________________
 AD9237  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AD9237
 AD9237  VERT ORDER  -  THIRD
 AD9237
 AD9237.The horizontal coordinates were scaled from a topographic map and have
 AD9237.an estimated accuracy of +/- 6 seconds.
 AD9237
 AD9237.The orthometric height was computed from unverified reset data.
 AD9237
 AD9237.The geoid height was determined by GEOID03.
 AD9237
 AD9237;                    North         East    Units  Estimated Accuracy
 AD9237;SPC KY1Z     - 1,096,390.    1,775,600.      MT  (+/- 180 meters Scaled)
 AD9237
 AD9237                          SUPERSEDED SURVEY CONTROL
 AD9237
 AD9237.No superseded survey control is available for this station.
 AD9237
 AD9237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB537139(NAD 83)
 AD9237_MARKER: DV = VERTICAL CONTROL DISK
 AD9237_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD9237_SP_SET: CULVERT HEADWALL
 AD9237_STAMPING: C 327 1953 RESET 1997
 AD9237_MARK LOGO: NGS   
 AD9237_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9237+STABILITY: SURFACE MOTION
 AD9237
 AD9237  HISTORY     - Date     Condition        Report By
 AD9237  HISTORY     - 1997     MONUMENTED       KYDT
 AD9237
 AD9237                          STATION DESCRIPTION
 AD9237
 AD9237'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 AD9237'1 MILE (1.6 KM) SOUTHWEST ALONG OLD US 23 FROM DOWNTOWN JENKINS, ABOUT
 AD9237'0.3 MILE (0.5 KM) SOUTH OF JUNCTION WITH NEW US 23, ON THE OUTSIDE OF
 AD9237'A CURVE WITH TANGENTS EXTENDING NORTH AND EAST, ABOUT 40 FEET (12.2 M)
 AD9237'SOUTHWEST OF CENTRLINE OF ROAD, IN TOP OF AND CENTER OF A 12.5 FOOT
 AD9237'(3.8 M) CONCRETE HEADWALL FOR A 54 INCH SKEWED PIPE CULVERT UNDER ROAD
 AD9237'AND ABOUT 2.5 FEET (0.8 M) BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1323 ***********************************************************************
 GA1323  DESIGNATION -  C 328
 GA1323  PID         -  GA1323
 GA1323  STATE/COUNTY-  KY/HARLAN
 GA1323  USGS QUAD   -  BENHAM (1979)
 GA1323
 GA1323                         *CURRENT SURVEY CONTROL
 GA1323  ___________________________________________________________________
 GA1323* NAD 83(1986)-  36 54 21.     (N)    082 57 57.     (W)     SCALED    
 GA1323* NAVD 88     -      1120.775  (meters)    3677.08   (feet)  ADJUSTED  
 GA1323  ___________________________________________________________________
 GA1323  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA1323  DYNAMIC HT  -        1119.790 (meters)    3673.84  (feet)  COMP
 GA1323  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 GA1323
 GA1323  VERT ORDER  -  SECOND    CLASS 0
 GA1323
 GA1323.The horizontal coordinates were scaled from a topographic map and have
 GA1323.an estimated accuracy of +/- 6 seconds.
 GA1323
 GA1323.The orthometric height was determined by differential leveling
 GA1323.and adjusted by the National Geodetic Survey in June 1991..
 GA1323
 GA1323.The geoid height was determined by GEOID03.
 GA1323
 GA1323.The dynamic height is computed by dividing the NAVD 88
 GA1323.geopotential number by the normal gravity value computed on the
 GA1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1323.degrees latitude (g = 980.6199 gals.).
 GA1323
 GA1323.The modeled gravity was interpolated from observed gravity values.
 GA1323
 GA1323;                    North         East    Units  Estimated Accuracy
 GA1323;SPC KY1Z     - 1,067,240.    1,748,100.      MT  (+/- 180 meters Scaled)
 GA1323
 GA1323                          SUPERSEDED SURVEY CONTROL
 GA1323
 GA1323  NGVD 29 (??/??/92) 1120.934  (m)         3677.60   (f) ADJ UNCH    2 0
 GA1323
 GA1323.Superseded values are not recommended for survey control.
 GA1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1323.See file dsdata.txt to determine how the superseded data were derived.
 GA1323
 GA1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA248862(NAD 83)
 GA1323_MARKER: DB = BENCH MARK DISK
 GA1323_SETTING: 66 = SET IN ROCK OUTCROP
 GA1323_SP_SET: ROCK OUTCROP
 GA1323_STAMPING: C 328 1953 3677.598
 GA1323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1323+STABILITY: POSITION/ELEVATION WELL
 GA1323
 GA1323  HISTORY     - Date     Condition        Report By
 GA1323  HISTORY     - 1953     MONUMENTED       CGS
 GA1323  HISTORY     - 1956     GOOD             NGS
 GA1323
 GA1323                          STATION DESCRIPTION
 GA1323
 GA1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1323'10.4 MI E FROM LOUELLEN.
 GA1323'10.4 MILES NORTHEAST AND EAST ALONG ROAD FOLLOWING FUGITT CREEK
 GA1323'AND UP WEST SLOPE AND OVER TOP OF BLACK MOUNTAIN FROM JUNCTION
 GA1323'OF STATE HIGHWAY 38 AND SCHOOL AT LOUELLEN, 2.6 MILES WEST AND
 GA1323'NORTHWEST OF A ROCK FORMATION KNOWN LOCALLY AS ROCKHOUSE, 0.25 MILE
 GA1323'NORTHEAST OF THE JUNCTION OF A BETTER ROAD SOUTHWEST TO SAW
 GA1323'MILL, 0.5 MILE NORTHWEST OF THE CROSSING OF POWER TRANSMISSION
 GA1323'LINE, 0.1 MILE SOUTHEAST OF THE BOTTOM OF GRADES, SET VERTICALLY
 GA1323'ABOUT 1/2 FOOT ABOVE GROUND IN THE 1 1/2 FOOT HIGH AND 5-FOOT
 GA1323'WIDE SOUTHWEST FACE OF A PARTLY BURIED OUTCROP, 14 FEET NORTHEAST
 GA1323'OF CENTER OF ROAD AND ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3381 ***********************************************************************
 AB3381  DESIGNATION -  C 329 RESET
 AB3381  PID         -  AB3381
 AB3381  STATE/COUNTY-  KY/HARLAN
 AB3381  USGS QUAD   -  EVARTS (1954)
 AB3381
 AB3381                         *CURRENT SURVEY CONTROL
 AB3381  ___________________________________________________________________
 AB3381* NAD 83(1986)-  36 51 57.     (N)    083 11 32.     (W)     SCALED    
 AB3381* NAVD 88     -       396.20   (meters)    1299.9    (feet)  RESET     
 AB3381  ___________________________________________________________________
 AB3381  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AB3381
 AB3381  VERT ORDER  -  THIRD
 AB3381
 AB3381.The horizontal coordinates were scaled from a topographic map and have
 AB3381.an estimated accuracy of +/- 6 seconds.
 AB3381
 AB3381.The orthometric height was computed from unverified reset data.
 AB3381
 AB3381.The geoid height was determined by GEOID03.
 AB3381
 AB3381;                    North         East    Units  Estimated Accuracy
 AB3381;SPC KY1Z     - 1,062,230.    1,728,060.      MT  (+/- 180 meters Scaled)
 AB3381
 AB3381                          SUPERSEDED SURVEY CONTROL
 AB3381
 AB3381.No superseded survey control is available for this station.
 AB3381
 AB3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA045822(NAD 83)
 AB3381_MARKER: DV = VERTICAL CONTROL DISK
 AB3381_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB3381_SP_SET: BRIDGE WINGWALL
 AB3381_STAMPING: C 329 1953 RESET 1994
 AB3381_MARK LOGO: NGS   
 AB3381_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB3381+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 AB3381
 AB3381  HISTORY     - Date     Condition        Report By
 AB3381  HISTORY     - 1994     MONUMENTED       KYDT
 AB3381  HISTORY     - 20010514 GOOD             KYDT
 AB3381
 AB3381                          STATION DESCRIPTION
 AB3381
 AB3381'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 AB3381'IN EVARTS, ABOUT 115 YARDS NORTHEAST ALONG KY STATE HIGHWAY 38 FROM
 AB3381'JUNCTION OF KY STATE HIGHWAY 215, SET IN THE TOP OF THE NORTHWEST
 AB3381'WINGWALL OF THE SOUTHWEST ABUTMENT OF AN 86 FOOT (26.2 M) CONCRETE
 AB3381'BRIDGE OVER YOCUM CREEK, 14 FEET (4.3 M) NORTHWEST OF CENTERLINE OF KY
 AB3381'38, ABOUT 0.5 FEET (15.2 CM) NORTHWEST OF NORTHWEST BARRIER WALL AND
 AB3381'ABOUT 1.3 FEET (0.4 M) ABOVE ROADWAY.
 AB3381
 AB3381                          STATION RECOVERY (2001)
 AB3381
 AB3381'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 AB3381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0097 ***********************************************************************
 HZ0097  DESIGNATION -  C 33
 HZ0097  PID         -  HZ0097
 HZ0097  STATE/COUNTY-  KY/NICHOLAS
 HZ0097  USGS QUAD   -  CARLISLE (1979)
 HZ0097
 HZ0097                         *CURRENT SURVEY CONTROL
 HZ0097  ___________________________________________________________________
 HZ0097* NAD 83(1986)-  38 18 48.     (N)    084 01 13.     (W)     SCALED    
 HZ0097* NAVD 88     -       255.444  (meters)     838.07   (feet)  ADJUSTED  
 HZ0097  ___________________________________________________________________
 HZ0097  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HZ0097  DYNAMIC HT  -         255.260 (meters)     837.47  (feet)  COMP
 HZ0097  MODELED GRAV-     979,902.3   (mgal)                       NAVD 88
 HZ0097
 HZ0097  VERT ORDER  -  SECOND    CLASS 0
 HZ0097
 HZ0097.The horizontal coordinates were scaled from a topographic map and have
 HZ0097.an estimated accuracy of +/- 6 seconds.
 HZ0097
 HZ0097.The orthometric height was determined by differential leveling
 HZ0097.and adjusted by the National Geodetic Survey in June 1991..
 HZ0097
 HZ0097.The geoid height was determined by GEOID03.
 HZ0097
 HZ0097.The dynamic height is computed by dividing the NAVD 88
 HZ0097.geopotential number by the normal gravity value computed on the
 HZ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0097.degrees latitude (g = 980.6199 gals.).
 HZ0097
 HZ0097.The modeled gravity was interpolated from observed gravity values.
 HZ0097
 HZ0097;                    North         East    Units  Estimated Accuracy
 HZ0097;SPC KY1Z     - 1,221,150.    1,651,260.      MT  (+/- 180 meters Scaled)
 HZ0097
 HZ0097                          SUPERSEDED SURVEY CONTROL
 HZ0097
 HZ0097  NGVD 29 (??/??/92)  255.631  (m)          838.68   (f) ADJ UNCH    2 0
 HZ0097
 HZ0097.Superseded values are not recommended for survey control.
 HZ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0097.See file dsdata.txt to determine how the superseded data were derived.
 HZ0097
 HZ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH605447(NAD 83)
 HZ0097_MARKER: DB = BENCH MARK DISK
 HZ0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0097_SP_SET: ABUTMENT
 HZ0097_STAMPING: C 33 1935 838.683
 HZ0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0097
 HZ0097  HISTORY     - Date     Condition        Report By
 HZ0097  HISTORY     - 1935     MONUMENTED       CGS
 HZ0097  HISTORY     - 1955     GOOD             NGS
 HZ0097  HISTORY     - 20020612 POOR             KYDT
 HZ0097
 HZ0097                          STATION DESCRIPTION
 HZ0097
 HZ0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0097'AT CARLISLE.
 HZ0097'0.5 MILE NORTHEAST ALONG STATE HIGHWAY 36 FROM THE COURTHOUSE
 HZ0097'IN CARLISLE, AT THE SOUTH SIDE OF THE GULF OIL CO. BULK STATION,
 HZ0097'AT THE LOUISVILLE AND NASHVILLE RAILROAD BRIDGE NO. 91, ON THE
 HZ0097'TOP OF THE SOUTHEAST END OF THE SOUTHWEST STONE ABUTMENT, ON
 HZ0097'THIRD TIER OF STONE DOWN, 13 FEET SOUTHEAST OF THE SOUTHEAST
 HZ0097'RAIL, 4 FEET BELOW THE LEVEL OF TRACK.
 HZ0097
 HZ0097                          STATION RECOVERY (2002)
 HZ0097
 HZ0097'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0097'MARK MUTILATED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0045 ***********************************************************************
 GD0045  DESIGNATION -  C 33 TVA
 GD0045  PID         -  GD0045
 GD0045  STATE/COUNTY-  KY/TRIGG
 GD0045  USGS QUAD   -  FENTON (1986)
 GD0045
 GD0045                         *CURRENT SURVEY CONTROL
 GD0045  ___________________________________________________________________
 GD0045* NAD 83(1986)-  36 51 35.     (N)    088 04 56.     (W)     SCALED    
 GD0045* NAVD 88     -       168.639  (meters)     553.28   (feet)  ADJUSTED  
 GD0045  ___________________________________________________________________
 GD0045  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0045  DYNAMIC HT  -         168.508 (meters)     552.85  (feet)  COMP
 GD0045  MODELED GRAV-     979,852.5   (mgal)                       NAVD 88
 GD0045
 GD0045  VERT ORDER  -  FIRST     CLASS II
 GD0045
 GD0045.The horizontal coordinates were scaled from a topographic map and have
 GD0045.an estimated accuracy of +/- 6 seconds.
 GD0045
 GD0045.The orthometric height was determined by differential leveling
 GD0045.and adjusted by the National Geodetic Survey in June 1991..
 GD0045
 GD0045.The geoid height was determined by GEOID03.
 GD0045
 GD0045.The dynamic height is computed by dividing the NAVD 88
 GD0045.geopotential number by the normal gravity value computed on the
 GD0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0045.degrees latitude (g = 980.6199 gals.).
 GD0045
 GD0045.The modeled gravity was interpolated from observed gravity values.
 GD0045
 GD0045;                    North         East    Units  Estimated Accuracy
 GD0045;SPC KY1Z     - 1,061,020.    1,292,030.      MT  (+/- 180 meters Scaled)
 GD0045
 GD0045                          SUPERSEDED SURVEY CONTROL
 GD0045
 GD0045  NGVD 29 (??/??/??)  168.706  (m)          553.50   (f) ADJUSTED    1 2
 GD0045
 GD0045.Superseded values are not recommended for survey control.
 GD0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0045.See file dsdata.txt to determine how the superseded data were derived.
 GD0045
 GD0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF035798(NAD 83)
 GD0045_MARKER: Z = SEE DESCRIPTION
 GD0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0045_STAMPING: C 33 S 10 57W
 GD0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0045+STABILITY: SURFACE MOTION
 GD0045
 GD0045  HISTORY     - Date     Condition        Report By
 GD0045  HISTORY     - UNK      MONUMENTED       TVA
 GD0045  HISTORY     - 1946     GOOD             CGS
 GD0045
 GD0045                          STATION DESCRIPTION
 GD0045
 GD0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0045'11.1 MI NW FROM GOLDEN POND.
 GD0045'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0045'AT GOLDEN POND, THENCE ABOUT 8.5 MILES NORTH ALONG THE DIVIDING
 GD0045'RIDGE ROAD, ABOUT 0.25 MILE SOUTH OF THE CROSSING OF A POWER
 GD0045'TRANSMISSION LINE, ABOUT 0.5 MILE SOUTH OF THE ROAD JUNCTION AT
 GD0045'MULBERRY FLAT FIELD OFFICE, AT THE OUTSIDE OF A CURVE, 38
 GD0045'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 13.5 FEET WEST OF
 GD0045'A BLAZED 12 INCH OAK TREE, ABOUT LEVEL WITH THE ROAD AND SET IN
 GD0045'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1687 ***********************************************************************
 GA1687  DESIGNATION -  C 330
 GA1687  PID         -  GA1687
 GA1687  STATE/COUNTY-  KY/HARLAN
 GA1687  USGS QUAD   -  LOUELLEN (1982)
 GA1687
 GA1687                         *CURRENT SURVEY CONTROL
 GA1687  ___________________________________________________________________
 GA1687* NAD 83(1986)-  36 53 25.     (N)    083 03 25.     (W)     SCALED    
 GA1687* NAVD 88     -       487.848  (meters)    1600.55   (feet)  ADJUSTED  
 GA1687  ___________________________________________________________________
 GA1687  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1687  DYNAMIC HT  -         487.419 (meters)    1599.14  (feet)  COMP
 GA1687  MODELED GRAV-     979,737.1   (mgal)                       NAVD 88
 GA1687
 GA1687  VERT ORDER  -  SECOND    CLASS 0
 GA1687
 GA1687.The horizontal coordinates were scaled from a topographic map and have
 GA1687.an estimated accuracy of +/- 6 seconds.
 GA1687
 GA1687.The orthometric height was determined by differential leveling
 GA1687.and adjusted by the National Geodetic Survey in June 1991..
 GA1687
 GA1687.The geoid height was determined by GEOID03.
 GA1687
 GA1687.The dynamic height is computed by dividing the NAVD 88
 GA1687.geopotential number by the normal gravity value computed on the
 GA1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1687.degrees latitude (g = 980.6199 gals.).
 GA1687
 GA1687.The modeled gravity was interpolated from observed gravity values.
 GA1687
 GA1687;                    North         East    Units  Estimated Accuracy
 GA1687;SPC KY1Z     - 1,065,280.    1,740,040.      MT  (+/- 180 meters Scaled)
 GA1687
 GA1687                          SUPERSEDED SURVEY CONTROL
 GA1687
 GA1687  NGVD 29 (??/??/92)  487.985  (m)         1601.00   (f) ADJ UNCH    2 0
 GA1687
 GA1687.Superseded values are not recommended for survey control.
 GA1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1687.See file dsdata.txt to determine how the superseded data were derived.
 GA1687
 GA1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA167846(NAD 83)
 GA1687_MARKER: DB = BENCH MARK DISK
 GA1687_SETTING: 66 = SET IN ROCK OUTCROP
 GA1687_SP_SET: CUT
 GA1687_STAMPING: C 330 1953 1600.997
 GA1687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1687+STABILITY: POSITION/ELEVATION WELL
 GA1687
 GA1687  HISTORY     - Date     Condition        Report By
 GA1687  HISTORY     - 1953     MONUMENTED       CGS
 GA1687  HISTORY     - 1956     GOOD             NGS
 GA1687
 GA1687                          STATION DESCRIPTION
 GA1687
 GA1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1687'2.4 MI SE FROM LOUELLEN.
 GA1687'ABOUT 2.35 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE
 GA1687'SCHOOL AT LOUELLEN, ABOUT 1.2 MILES SOUTHEAST OF POST OFFICE
 GA1687'AND STORE AT CLOSPLINT, ABOUT 0.3 MILE WEST OF A CULVERT FOR
 GA1687'FANNY WYNN BRANCH, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 GA1687'10-FOOT HIGH CUT, 17 FEET NORTHEAST OF CENTER LINE OF HIGHWAY,
 GA1687'26 FEET SOUTHWEST OF SOUTHWEST RAIL OF THE MAIN TRACK OF
 GA1687'LOUISVILLE AND NASHVILLE RAILROAD, 15 YARDS SOUTHEAST OF NORTHWEST
 GA1687'END OF ROCK CUT, 46 YARDS NORTHWEST OF SOUTHEAST END OF ROCK
 GA1687'CUT AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 GA1687
 GA1687                          STATION RECOVERY (1956)
 GA1687
 GA1687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2358 ***********************************************************************
 GZ2358  DESIGNATION -  C 332
 GZ2358  PID         -  GZ2358
 GZ2358  STATE/COUNTY-  KY/HARDIN
 GZ2358  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2358
 GZ2358                         *CURRENT SURVEY CONTROL
 GZ2358  ___________________________________________________________________
 GZ2358* NAD 83(1986)-  37 42 37.     (N)    085 50 10.     (W)     SCALED    
 GZ2358* NAVD 88     -       229.186  (meters)     751.92   (feet)  ADJUSTED  
 GZ2358  ___________________________________________________________________
 GZ2358  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 GZ2358  DYNAMIC HT  -         229.014 (meters)     751.36  (feet)  COMP
 GZ2358  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 GZ2358
 GZ2358  VERT ORDER  -  FIRST     CLASS II
 GZ2358
 GZ2358.The horizontal coordinates were scaled from a topographic map and have
 GZ2358.an estimated accuracy of +/- 6 seconds.
 GZ2358
 GZ2358.The orthometric height was determined by differential leveling
 GZ2358.and adjusted by the National Geodetic Survey in June 1991..
 GZ2358
 GZ2358.The geoid height was determined by GEOID03.
 GZ2358
 GZ2358.The dynamic height is computed by dividing the NAVD 88
 GZ2358.geopotential number by the normal gravity value computed on the
 GZ2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2358.degrees latitude (g = 980.6199 gals.).
 GZ2358
 GZ2358.The modeled gravity was interpolated from observed gravity values.
 GZ2358
 GZ2358;                    North         East    Units  Estimated Accuracy
 GZ2358;SPC KY1Z     - 1,152,820.    1,492,410.      MT  (+/- 180 meters Scaled)
 GZ2358
 GZ2358                          SUPERSEDED SURVEY CONTROL
 GZ2358
 GZ2358  NGVD 29 (??/??/92)  229.305  (m)          752.31   (f) ADJ UNCH    1 2
 GZ2358
 GZ2358.Superseded values are not recommended for survey control.
 GZ2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2358.See file dsdata.txt to determine how the superseded data were derived.
 GZ2358
 GZ2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG025743(NAD 83)
 GZ2358_MARKER: DB = BENCH MARK DISK
 GZ2358_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GZ2358_SP_SET: RAILROAD BRIDGE ABUTMENT
 GZ2358_STAMPING: C 332 1953
 GZ2358_MARK LOGO: CGS   
 GZ2358_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2358
 GZ2358  HISTORY     - Date     Condition        Report By
 GZ2358  HISTORY     - 1953     MONUMENTED       CGS
 GZ2358  HISTORY     - 1982     GOOD             KYDT
 GZ2358  HISTORY     - 19940420 GOOD             KYDT
 GZ2358
 GZ2358                          STATION DESCRIPTION
 GZ2358
 GZ2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2358'1.7 MI NE FROM ELIZABETHTOWN.
 GZ2358'1.7 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ2358'FROM THE STATION AT ELIZABETHTOWN, IN THE TOP OF THE WEST END
 GZ2358'OF THE SOUTH ABUTMENT OF RAILROAD OVERPASS OVER U.S. HIGHWAY 62,
 GZ2358'7 1/2 FEET WEST OF THE WEST RAIL OF THE SOUTHBOUND TRACK, ABOUT
 GZ2358'LEVEL WITH THE TRACK.
 GZ2358
 GZ2358                          STATION RECOVERY (1982)
 GZ2358
 GZ2358'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2358'RECOVERED IN GOOD CONDITION.
 GZ2358
 GZ2358                          STATION RECOVERY (1994)
 GZ2358
 GZ2358'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RH)
 GZ2358'ABOUT 1.9 MILES (3.1 KM) NORTHEAST ALONG US 62 / KY 61 FROM THE POST
 GZ2358'OFFICE IN ELIZABETHTOWN, SET IN THE TOP OF THE WEST END OF THE SOUTH
 GZ2358'CENTER ABUTMENT OF RAILROAD OVERPASS OVER US 62 / KY 61, 7.5 FEET (2.3
 GZ2358'M) WEST OF WEST RAIL OF SOUTH BOUND TRACK, ABOUT 2 FEET (0.6 M) BELOW
 GZ2358'TRACK, ABOUT 18 FEET (5.5 M) SOUTHEAST OF CENTERLINE OF WEST BOUND
 GZ2358'LANES OF AND ABOUT 20 FEET (6.1 M) HIGHER THAN US 62 / KY 61. MARK MAY
 GZ2358'ALSO BE REACHED BY GOING ABOUT 0.4 MILE (0.6 KM) SOUTHWEST ALONG US 62
 GZ2358'/ KY 61 FROM I 65 AND US 62 / KY 61 INTERCHANGE JUST NORTHEAST OF
 GZ2358'ELIZABETHTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0411 ***********************************************************************
 HA0411  DESIGNATION -  C 333
 HA0411  PID         -  HA0411
 HA0411  STATE/COUNTY-  KY/HANCOCK
 HA0411  USGS QUAD   -  LEWISPORT (1967)
 HA0411
 HA0411                         *CURRENT SURVEY CONTROL
 HA0411  ___________________________________________________________________
 HA0411* NAD 83(1986)-  37 56 17.     (N)    086 54 09.     (W)     SCALED    
 HA0411* NAVD 88     -       120.379  (meters)     394.94   (feet)  ADJUSTED  
 HA0411  ___________________________________________________________________
 HA0411  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HA0411  DYNAMIC HT  -         120.296 (meters)     394.67  (feet)  COMP
 HA0411  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 HA0411
 HA0411  VERT ORDER  -  FIRST     CLASS II
 HA0411
 HA0411.The horizontal coordinates were scaled from a topographic map and have
 HA0411.an estimated accuracy of +/- 6 seconds.
 HA0411
 HA0411.The orthometric height was determined by differential leveling
 HA0411.and adjusted by the National Geodetic Survey in June 1991..
 HA0411
 HA0411.The geoid height was determined by GEOID03.
 HA0411
 HA0411.The dynamic height is computed by dividing the NAVD 88
 HA0411.geopotential number by the normal gravity value computed on the
 HA0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0411.degrees latitude (g = 980.6199 gals.).
 HA0411
 HA0411.The modeled gravity was interpolated from observed gravity values.
 HA0411
 HA0411;                    North         East    Units  Estimated Accuracy
 HA0411;SPC KY1Z     - 1,178,720.    1,398,700.      MT  (+/- 180 meters Scaled)
 HA0411
 HA0411                          SUPERSEDED SURVEY CONTROL
 HA0411
 HA0411  NGVD 29 (??/??/92)  120.482  (m)          395.28   (f) ADJ UNCH    1 2
 HA0411
 HA0411.Superseded values are not recommended for survey control.
 HA0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0411.See file dsdata.txt to determine how the superseded data were derived.
 HA0411
 HA0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG085989(NAD 83)
 HA0411_MARKER: DB = BENCH MARK DISK
 HA0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0411_STAMPING: C 333 1953
 HA0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0411+STABILITY: SURFACE MOTION
 HA0411
 HA0411  HISTORY     - Date     Condition        Report By
 HA0411  HISTORY     - 1953     MONUMENTED       CGS
 HA0411
 HA0411                          STATION DESCRIPTION
 HA0411
 HA0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0411'AT LEWISPORT.
 HA0411'AT LEWISPORT, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 HA0411'FOUNDATION OF EAST LEG OF CITY WATER TANK, 50 1/2 FEET NORTHWEST
 HA0411'OF CENTER LINE OF HIGHWAY, AND ABOUT 1 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1396 ***********************************************************************
 HZ1396  DESIGNATION -  C 334
 HZ1396  PID         -  HZ1396
 HZ1396  STATE/COUNTY-  KY/JEFFERSON
 HZ1396  USGS QUAD   -  VALLEY STATION (1993)
 HZ1396
 HZ1396                         *CURRENT SURVEY CONTROL
 HZ1396  ___________________________________________________________________
 HZ1396* NAD 83(1986)-  38 05 22.     (N)    085 52 17.     (W)     SCALED    
 HZ1396* NAVD 88     -       136.025  (meters)     446.28   (feet)  ADJUSTED  
 HZ1396  ___________________________________________________________________
 HZ1396  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HZ1396  DYNAMIC HT  -         135.932 (meters)     445.97  (feet)  COMP
 HZ1396  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 HZ1396
 HZ1396  VERT ORDER  -  FIRST     CLASS II
 HZ1396
 HZ1396.The horizontal coordinates were scaled from a topographic map and have
 HZ1396.an estimated accuracy of +/- 6 seconds.
 HZ1396
 HZ1396.The orthometric height was determined by differential leveling
 HZ1396.and adjusted by the National Geodetic Survey in June 1991..
 HZ1396
 HZ1396.The geoid height was determined by GEOID03.
 HZ1396
 HZ1396.The dynamic height is computed by dividing the NAVD 88
 HZ1396.geopotential number by the normal gravity value computed on the
 HZ1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1396.degrees latitude (g = 980.6199 gals.).
 HZ1396
 HZ1396.The modeled gravity was interpolated from observed gravity values.
 HZ1396
 HZ1396;                    North         East    Units  Estimated Accuracy
 HZ1396;SPC KY1Z     - 1,194,910.    1,489,350.      MT  (+/- 180 meters Scaled)
 HZ1396
 HZ1396                          SUPERSEDED SURVEY CONTROL
 HZ1396
 HZ1396  NGVD 29 (??/??/92)  136.164  (m)          446.73   (f) ADJ UNCH    1 2
 HZ1396
 HZ1396.Superseded values are not recommended for survey control.
 HZ1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1396.See file dsdata.txt to determine how the superseded data were derived.
 HZ1396
 HZ1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH989163(NAD 83)
 HZ1396_MARKER: DB = BENCH MARK DISK
 HZ1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1396_STAMPING: C 334 1953
 HZ1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1396+STABILITY: SURFACE MOTION
 HZ1396
 HZ1396  HISTORY     - Date     Condition        Report By
 HZ1396  HISTORY     - 1953     MONUMENTED       CGS
 HZ1396
 HZ1396                          STATION DESCRIPTION
 HZ1396
 HZ1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HZ1396'4.5 MI NE FROM KOSMOSDALE.
 HZ1396'ABOUT 4.5 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HZ1396'THE STATION AT KOSMOSDALE, AT THE CROSSING OF DEERING ROAD, 34 1/2
 HZ1396'FEET WEST OF WEST RAIL, 95 FEET SOUTHWEST OF CENTER OF CROSSING,
 HZ1396'87 FEET SOUTH OF CENTER LINE OF DEERING ROAD, 11 1/2 FEET NORTHWEST
 HZ1396'OF A TELEPHONE POLE, 1 1/2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH
 HZ1396'OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF
 HZ1396'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1027 ***********************************************************************
 HA1027  DESIGNATION -  C 336
 HA1027  PID         -  HA1027
 HA1027  STATE/COUNTY-  KY/HENDERSON
 HA1027  USGS QUAD   -  HENDERSON (1993)
 HA1027
 HA1027                         *CURRENT SURVEY CONTROL
 HA1027  ___________________________________________________________________
 HA1027* NAD 83(1986)-  37 52 00.     (N)    087 34 20.     (W)     SCALED    
 HA1027* NAVD 88     -       118.541  (meters)     388.91   (feet)  ADJUSTED  
 HA1027  ___________________________________________________________________
 HA1027  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HA1027  DYNAMIC HT  -         118.459 (meters)     388.64  (feet)  COMP
 HA1027  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HA1027
 HA1027  VERT ORDER  -  FIRST     CLASS II
 HA1027
 HA1027.The horizontal coordinates were scaled from a topographic map and have
 HA1027.an estimated accuracy of +/- 6 seconds.
 HA1027
 HA1027.The orthometric height was determined by differential leveling
 HA1027.and adjusted by the National Geodetic Survey in June 1991..
 HA1027
 HA1027.The geoid height was determined by GEOID03.
 HA1027
 HA1027.The dynamic height is computed by dividing the NAVD 88
 HA1027.geopotential number by the normal gravity value computed on the
 HA1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1027.degrees latitude (g = 980.6199 gals.).
 HA1027
 HA1027.The modeled gravity was interpolated from observed gravity values.
 HA1027
 HA1027;                    North         East    Units  Estimated Accuracy
 HA1027;SPC KY1Z     - 1,171,740.    1,339,690.      MT  (+/- 180 meters Scaled)
 HA1027
 HA1027                          SUPERSEDED SURVEY CONTROL
 HA1027
 HA1027  NGVD 29 (??/??/92)  118.638  (m)          389.23   (f) ADJ UNCH    1 2
 HA1027
 HA1027.Superseded values are not recommended for survey control.
 HA1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1027.See file dsdata.txt to determine how the superseded data were derived.
 HA1027
 HA1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG496911(NAD 83)
 HA1027_MARKER: DB = BENCH MARK DISK
 HA1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA1027_SP_SET: CULVERT
 HA1027_STAMPING: C 336 1953
 HA1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1027
 HA1027  HISTORY     - Date     Condition        Report By
 HA1027  HISTORY     - 1953     MONUMENTED       CGS
 HA1027  HISTORY     - 1964     MARK NOT FOUND   FAS
 HA1027
 HA1027                          STATION DESCRIPTION
 HA1027
 HA1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA1027'0.8 MI NE FROM HENDERSON.
 HA1027'ABOUT 0.85 MILE NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 HA1027'JUNCTION OF U.S. HIGHWAY 60 AT HENDERSON, ACROSS THE HIGHWAY FROM
 HA1027'THE ALAMO PLAZA COURTS AND A RADIO TOWER, IN THE TOP OF THE SOUTH
 HA1027'END OF WEST HEAD WALL OF A 12-FOOT CONCRETE CULVERT, 27 FEET
 HA1027'WEST OF CENTER LINE OF HIGHWAY AND ABOUT 2 FEET BELOW LEVEL OF
 HA1027'HIGHWAY.  NOTE-- THERE IS A NEW HIGHWAY WHERE THE OLD HIGHWAY
 HA1027'USED TO BE AND THE BENCH MARK APPEARS TO BE DESTROYED.
 HA1027
 HA1027                          STATION RECOVERY (1964)
 HA1027
 HA1027'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA1027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0608 ***********************************************************************
 HA0608  DESIGNATION -  C 337
 HA0608  PID         -  HA0608
 HA0608  STATE/COUNTY-  KY/HENDERSON
 HA0608  USGS QUAD   -  YANKEETOWN (1983)
 HA0608
 HA0608                         *CURRENT SURVEY CONTROL
 HA0608  ___________________________________________________________________
 HA0608* NAD 83(1986)-  37 53 57.     (N)    087 22 15.     (W)     SCALED    
 HA0608* NAVD 88     -       112.921  (meters)     370.48   (feet)  ADJUSTED  
 HA0608  ___________________________________________________________________
 HA0608  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HA0608  DYNAMIC HT  -         112.844 (meters)     370.22  (feet)  COMP
 HA0608  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 HA0608
 HA0608  VERT ORDER  -  FIRST     CLASS II
 HA0608
 HA0608.The horizontal coordinates were scaled from a topographic map and have
 HA0608.an estimated accuracy of +/- 6 seconds.
 HA0608
 HA0608.The orthometric height was determined by differential leveling
 HA0608.and adjusted by the National Geodetic Survey in June 1991..
 HA0608
 HA0608.The geoid height was determined by GEOID03.
 HA0608
 HA0608.The dynamic height is computed by dividing the NAVD 88
 HA0608.geopotential number by the normal gravity value computed on the
 HA0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0608.degrees latitude (g = 980.6199 gals.).
 HA0608
 HA0608.The modeled gravity was interpolated from observed gravity values.
 HA0608
 HA0608;                    North         East    Units  Estimated Accuracy
 HA0608;SPC KY1Z     - 1,175,020.    1,357,460.      MT  (+/- 180 meters Scaled)
 HA0608
 HA0608                          SUPERSEDED SURVEY CONTROL
 HA0608
 HA0608  NGVD 29 (??/??/92)  113.017  (m)          370.79   (f) ADJ UNCH    1 2
 HA0608
 HA0608.Superseded values are not recommended for survey control.
 HA0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0608.See file dsdata.txt to determine how the superseded data were derived.
 HA0608
 HA0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG673946(NAD 83)
 HA0608_MARKER: DB = BENCH MARK DISK
 HA0608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0608_SP_SET: CULVERT
 HA0608_STAMPING: C 337 1953
 HA0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0608
 HA0608  HISTORY     - Date     Condition        Report By
 HA0608  HISTORY     - 1953     MONUMENTED       CGS
 HA0608  HISTORY     - 1964     MARK NOT FOUND   FAS
 HA0608
 HA0608                          STATION DESCRIPTION
 HA0608
 HA0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0608'2.2 MI S FROM SCUFFLETOWN.
 HA0608'ABOUT 2.15 MILES SOUTHEAST AND SOUTHWEST ALONG A GRAVEL ROAD
 HA0608'FROM THE OLD STORE AT SCUFFLETOWN, ABOUT 0.35 MILE NORTHEAST
 HA0608'OF JUNCTION OF A BLACK TOP ROAD (BEALS-CARLINBURG ROAD), IN THE
 HA0608'TOP OF THE SOUTHWEST END OF NORTHWEST HEAD WALL OF A 6-FOOT
 HA0608'CONCRETE CULVERT, 12 FEET NORTHWEST OF CENTER LINE OF ROAD AND
 HA0608'ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 HA0608
 HA0608                          STATION RECOVERY (1964)
 HA0608
 HA0608'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0448 ***********************************************************************
 HA0448  DESIGNATION -  C 338
 HA0448  PID         -  HA0448
 HA0448  STATE/COUNTY-  KY/HANCOCK
 HA0448  USGS QUAD   -  CANNELTON (1993)
 HA0448
 HA0448                         *CURRENT SURVEY CONTROL
 HA0448  ___________________________________________________________________
 HA0448* NAD 83(1986)-  37 53 34.     (N)    086 40 18.     (W)     SCALED    
 HA0448* NAVD 88     -       127.042  (meters)     416.80   (feet)  ADJUSTED  
 HA0448  ___________________________________________________________________
 HA0448  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HA0448  DYNAMIC HT  -         126.952 (meters)     416.51  (feet)  COMP
 HA0448  MODELED GRAV-     979,917.7   (mgal)                       NAVD 88
 HA0448
 HA0448  VERT ORDER  -  FIRST     CLASS II
 HA0448
 HA0448.The horizontal coordinates were scaled from a topographic map and have
 HA0448.an estimated accuracy of +/- 6 seconds.
 HA0448
 HA0448.The orthometric height was determined by differential leveling
 HA0448.and adjusted by the National Geodetic Survey in June 1991..
 HA0448.WARNING-Repeat measurements at this control monument indicate possible
 HA0448.vertical movement.
 HA0448
 HA0448.The geoid height was determined by GEOID03.
 HA0448
 HA0448.The dynamic height is computed by dividing the NAVD 88
 HA0448.geopotential number by the normal gravity value computed on the
 HA0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0448.degrees latitude (g = 980.6199 gals.).
 HA0448
 HA0448.The modeled gravity was interpolated from observed gravity values.
 HA0448
 HA0448;                    North         East    Units  Estimated Accuracy
 HA0448;SPC KY1Z     - 1,173,470.    1,418,940.      MT  (+/- 180 meters Scaled)
 HA0448
 HA0448                          SUPERSEDED SURVEY CONTROL
 HA0448
 HA0448  NGVD 29 (??/??/92)  127.146  (m)          417.14   (f) ADJ UNCH    1 2
 HA0448
 HA0448.Superseded values are not recommended for survey control.
 HA0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0448.See file dsdata.txt to determine how the superseded data were derived.
 HA0448
 HA0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG288939(NAD 83)
 HA0448_MARKER: DB = BENCH MARK DISK
 HA0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0448_STAMPING: C 338 1953
 HA0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0448+STABILITY: SURFACE MOTION
 HA0448
 HA0448  HISTORY     - Date     Condition        Report By
 HA0448  HISTORY     - 1953     MONUMENTED       CGS
 HA0448
 HA0448                          STATION DESCRIPTION
 HA0448
 HA0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0448'AT SKILLMAN.
 HA0448'AT SKILLMAN, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, AT
 HA0448'A ROAD CROSSING AND ACROSS TRACKS FROM POST OFFICE AND STATION
 HA0448'AT SKILLMAN, 59 1/2 FEET NORTH OF NORTH RAIL OF A SIDE TRACK,
 HA0448'73 1/2 FEET NORTH OF NORTH RAIL OF MAIN TRACK, 12 FEET EAST
 HA0448'OF CENTER LINE OF ROAD, 12 FEET NORTH-NORTHWEST OF A WELL WITH
 HA0448'IRON PUMP, 23 1/2 FEET WEST OF A 48-INCH OAK TREE, 39 FEET
 HA0448'NORTH OF A TELEPHONE POLE, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK,
 HA0448'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 HA0448'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0304 ***********************************************************************
 JA0304  DESIGNATION -  C 339
 JA0304  PID         -  JA0304
 JA0304  STATE/COUNTY-  KY/MEADE
 JA0304  USGS QUAD   -  ALTON (1993)
 JA0304
 JA0304                         *CURRENT SURVEY CONTROL
 JA0304  ___________________________________________________________________
 JA0304* NAD 83(1986)-  38 04 21.     (N)    086 25 31.     (W)     SCALED    
 JA0304* NAVD 88     -       129.379  (meters)     424.47   (feet)  ADJUSTED  
 JA0304  ___________________________________________________________________
 JA0304  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JA0304  DYNAMIC HT  -         129.286 (meters)     424.17  (feet)  COMP
 JA0304  MODELED GRAV-     979,910.4   (mgal)                       NAVD 88
 JA0304
 JA0304  VERT ORDER  -  FIRST     CLASS II
 JA0304
 JA0304.The horizontal coordinates were scaled from a topographic map and have
 JA0304.an estimated accuracy of +/- 6 seconds.
 JA0304
 JA0304.The orthometric height was determined by differential leveling
 JA0304.and adjusted by the National Geodetic Survey in June 1991..
 JA0304
 JA0304.The geoid height was determined by GEOID03.
 JA0304
 JA0304.The dynamic height is computed by dividing the NAVD 88
 JA0304.geopotential number by the normal gravity value computed on the
 JA0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0304.degrees latitude (g = 980.6199 gals.).
 JA0304
 JA0304.The modeled gravity was interpolated from observed gravity values.
 JA0304
 JA0304;                    North         East    Units  Estimated Accuracy
 JA0304;SPC KY1Z     - 1,193,230.    1,440,750.      MT  (+/- 180 meters Scaled)
 JA0304
 JA0304                          SUPERSEDED SURVEY CONTROL
 JA0304
 JA0304  NGVD 29 (??/??/92)  129.481  (m)          424.81   (f) ADJ UNCH    1 2
 JA0304
 JA0304.Superseded values are not recommended for survey control.
 JA0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0304.See file dsdata.txt to determine how the superseded data were derived.
 JA0304
 JA0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH504140(NAD 83)
 JA0304_MARKER: DB = BENCH MARK DISK
 JA0304_SETTING: 66 = SET IN ROCK OUTCROP
 JA0304_SP_SET: ROCK LEDGE
 JA0304_STAMPING: C 339 1953
 JA0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0304+STABILITY: POSITION/ELEVATION WELL
 JA0304
 JA0304  HISTORY     - Date     Condition        Report By
 JA0304  HISTORY     - 1953     MONUMENTED       CGS
 JA0304
 JA0304                          STATION DESCRIPTION
 JA0304
 JA0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0304'0.9 MI NE FROM CONCORDIA.
 JA0304'0.9 MILE NORTHEAST ALONG A NARROW GRAVEL AND FARM ROAD FROM THE
 JA0304'JUNCTON OF STATE HIGHWAY 330 AT CONCORIDA, ABOUT 0.45 MILE
 JA0304'NORTHEAST OF A STEEL BRIDGE OVER WATSON RUN, ABOUT 120 YARDS
 JA0304'NORTH OF A FENCE GAP ACROSS ROAD, ABOUT 75 YARDS NORTH OF THE
 JA0304'TOP OF A GRADE, ABOUT 150 YARDS SOUTHWEST OF THE JUNCTION OF A
 JA0304'DIM ROAD LEADING NORTHWEST AND CROSSING A CREEK BRANCH AND ROAD
 JA0304'LEADING NORTHEAST AND UPSTREAM ALONG CREEK BRANCH, SET VERTICALLY
 JA0304'ABOUT 1 FOOT ABOVE GROUND IN THE WEST FACE OF A 2 1/2-FOOT HIGH
 JA0304'AND 10-FOOT LONG ROCK CLIFF IN ROAD BANK, 11 FEET EAST-SOUTHEAST
 JA0304'OF CENTER LINE OF ROAD AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.
 JA0304'MARK MAY BE REACHED FROM THE POST OFFICE AT WOLF CREEK BY GOING
 JA0304'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 1047, THENCE ABOUT
 JA0304'1.55 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT
 JA0304'0.8 MILE SOUTHWEST ALONG AN ABANDONED ROAD LEADING TO CONCORDIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0046 ***********************************************************************
 GD0046  DESIGNATION -  C 34 TVA
 GD0046  PID         -  GD0046
 GD0046  STATE/COUNTY-  KY/TRIGG
 GD0046  USGS QUAD   -  FENTON (1986)
 GD0046
 GD0046                         *CURRENT SURVEY CONTROL
 GD0046  ___________________________________________________________________
 GD0046* NAD 83(1986)-  36 51 27.     (N)    088 04 58.     (W)     SCALED    
 GD0046* NAVD 88     -       166.302  (meters)     545.61   (feet)  ADJUSTED  
 GD0046  ___________________________________________________________________
 GD0046  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0046  DYNAMIC HT  -         166.173 (meters)     545.19  (feet)  COMP
 GD0046  MODELED GRAV-     979,852.1   (mgal)                       NAVD 88
 GD0046
 GD0046  VERT ORDER  -  FIRST     CLASS II
 GD0046
 GD0046.The horizontal coordinates were scaled from a topographic map and have
 GD0046.an estimated accuracy of +/- 6 seconds.
 GD0046
 GD0046.The orthometric height was determined by differential leveling
 GD0046.and adjusted by the National Geodetic Survey in June 1991..
 GD0046
 GD0046.The geoid height was determined by GEOID03.
 GD0046
 GD0046.The dynamic height is computed by dividing the NAVD 88
 GD0046.geopotential number by the normal gravity value computed on the
 GD0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0046.degrees latitude (g = 980.6199 gals.).
 GD0046
 GD0046.The modeled gravity was interpolated from observed gravity values.
 GD0046
 GD0046;                    North         East    Units  Estimated Accuracy
 GD0046;SPC KY1Z     - 1,060,780.    1,291,980.      MT  (+/- 180 meters Scaled)
 GD0046
 GD0046                          SUPERSEDED SURVEY CONTROL
 GD0046
 GD0046  NGVD 29 (??/??/??)  166.369  (m)          545.83   (f) ADJUSTED    1 2
 GD0046
 GD0046.Superseded values are not recommended for survey control.
 GD0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0046.See file dsdata.txt to determine how the superseded data were derived.
 GD0046
 GD0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF034796(NAD 83)
 GD0046_MARKER: Z = SEE DESCRIPTION
 GD0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0046_STAMPING: USRA NX C 34 N 10 57E
 GD0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0046+STABILITY: SURFACE MOTION
 GD0046
 GD0046  HISTORY     - Date     Condition        Report By
 GD0046  HISTORY     - UNK      MONUMENTED       TVA
 GD0046  HISTORY     - 1946     GOOD             CGS
 GD0046
 GD0046                          STATION DESCRIPTION
 GD0046
 GD0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0046'11 MI NW FROM GOLDEN POND.
 GD0046'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0046'AT GOLDEN POND, THENCE ABOUT 8.35 MILES NORTH ALONG THE DIVIDING
 GD0046'RIDGE ROAD, ABOUT 0.95 MILE NORTH OF GOVERNMENT CABIN NO. 1 AND
 GD0046'THE JUNCTION OF A ROAD LEADING SOUTH, 39 FEET EAST OF THE CENTER
 GD0046'LINE OF THE ROAD AT THE OUTSIDE OF A CURVE, 8 FEET SOUTHWEST OF
 GD0046'A BLAZED 14 INCH OAK TREE, ABOUT LEVEL WITH THE ROAD AND SET IN
 GD0046'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0344 ***********************************************************************
 JA0344  DESIGNATION -  C 340
 JA0344  PID         -  JA0344
 JA0344  STATE/COUNTY-  KY/MEADE
 JA0344  USGS QUAD   -  NEW AMSTERDAM (1978)
 JA0344
 JA0344                         *CURRENT SURVEY CONTROL
 JA0344  ___________________________________________________________________
 JA0344* NAD 83(1986)-  38 01 25.     (N)    086 15 02.     (W)     SCALED    
 JA0344* NAVD 88     -       168.797  (meters)     553.79   (feet)  ADJUSTED  
 JA0344  ___________________________________________________________________
 JA0344  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JA0344  DYNAMIC HT  -         168.677 (meters)     553.40  (feet)  COMP
 JA0344  MODELED GRAV-     979,916.0   (mgal)                       NAVD 88
 JA0344
 JA0344  VERT ORDER  -  FIRST     CLASS II
 JA0344
 JA0344.The horizontal coordinates were scaled from a topographic map and have
 JA0344.an estimated accuracy of +/- 6 seconds.
 JA0344
 JA0344.The orthometric height was determined by differential leveling
 JA0344.and adjusted by the National Geodetic Survey in June 1991..
 JA0344
 JA0344.The geoid height was determined by GEOID03.
 JA0344
 JA0344.The dynamic height is computed by dividing the NAVD 88
 JA0344.geopotential number by the normal gravity value computed on the
 JA0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0344.degrees latitude (g = 980.6199 gals.).
 JA0344
 JA0344.The modeled gravity was interpolated from observed gravity values.
 JA0344
 JA0344;                    North         East    Units  Estimated Accuracy
 JA0344;SPC KY1Z     - 1,187,710.    1,456,050.      MT  (+/- 180 meters Scaled)
 JA0344
 JA0344                          SUPERSEDED SURVEY CONTROL
 JA0344
 JA0344  NGVD 29 (??/??/92)  168.906  (m)          554.15   (f) ADJ UNCH    1 2
 JA0344
 JA0344.Superseded values are not recommended for survey control.
 JA0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0344.See file dsdata.txt to determine how the superseded data were derived.
 JA0344
 JA0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH657087(NAD 83)
 JA0344_MARKER: DB = BENCH MARK DISK
 JA0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0344_SP_SET: CULVERT
 JA0344_STAMPING: C 340 1953
 JA0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0344
 JA0344  HISTORY     - Date     Condition        Report By
 JA0344  HISTORY     - 1953     MONUMENTED       CGS
 JA0344
 JA0344                          STATION DESCRIPTION
 JA0344
 JA0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0344'3.6 MI SE FROM BATTLETOWN.
 JA0344'3.65 MILES SOUTHEAST ALONG STATE HIGHWAY 228 FROM THE SCHOOL
 JA0344'AT BATTLETOWN, ABOUT 0.15 MILE OF A FARM ROAD CROSSING AND A
 JA0344'THRU CUT, IN THE TOP OF THE EAST END OF SOUTH HEAD WALL OF A
 JA0344'5-FOOT CONCRETE CULVERT, 24 FEET SOUTH OF CENTER LINE OF HIGHWAY
 JA0344'AND ABOUT 4 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0053 ***********************************************************************
 HA0053  DESIGNATION -  C 341
 HA0053  PID         -  HA0053
 HA0053  STATE/COUNTY-  KY/MEADE
 HA0053  USGS QUAD   -  ROCK HAVEN (1991)
 HA0053
 HA0053                         *CURRENT SURVEY CONTROL
 HA0053  ___________________________________________________________________
 HA0053* NAD 83(1986)-  37 59 19.     (N)    086 05 01.     (W)     SCALED    
 HA0053* NAVD 88     -       136.894  (meters)     449.13   (feet)  ADJUSTED  
 HA0053  ___________________________________________________________________
 HA0053  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 HA0053  DYNAMIC HT  -         136.796 (meters)     448.80  (feet)  COMP
 HA0053  MODELED GRAV-     979,914.4   (mgal)                       NAVD 88
 HA0053
 HA0053  VERT ORDER  -  FIRST     CLASS II
 HA0053
 HA0053.The horizontal coordinates were scaled from a topographic map and have
 HA0053.an estimated accuracy of +/- 6 seconds.
 HA0053
 HA0053.The orthometric height was determined by differential leveling
 HA0053.and adjusted by the National Geodetic Survey in June 1991..
 HA0053
 HA0053.The geoid height was determined by GEOID03.
 HA0053
 HA0053.The dynamic height is computed by dividing the NAVD 88
 HA0053.geopotential number by the normal gravity value computed on the
 HA0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0053.degrees latitude (g = 980.6199 gals.).
 HA0053
 HA0053.The modeled gravity was interpolated from observed gravity values.
 HA0053
 HA0053;                    North         East    Units  Estimated Accuracy
 HA0053;SPC KY1Z     - 1,183,760.    1,470,700.      MT  (+/- 180 meters Scaled)
 HA0053
 HA0053                          SUPERSEDED SURVEY CONTROL
 HA0053
 HA0053  NGVD 29 (??/??/92)  137.009  (m)          449.50   (f) ADJ UNCH    1 2
 HA0053
 HA0053.Superseded values are not recommended for survey control.
 HA0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0053.See file dsdata.txt to determine how the superseded data were derived.
 HA0053
 HA0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH804049(NAD 83)
 HA0053_MARKER: DB = BENCH MARK DISK
 HA0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0053_STAMPING: C 341 1953
 HA0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0053+STABILITY: SURFACE MOTION
 HA0053
 HA0053  HISTORY     - Date     Condition        Report By
 HA0053  HISTORY     - 1953     MONUMENTED       CGS
 HA0053  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0053
 HA0053                          STATION DESCRIPTION
 HA0053
 HA0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0053'4.5 MI NE FROM BRANDENBURG.
 HA0053'ABOUT 4.5 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HA0053'RAILROAD FROM THE STATION AT BRANDENBURG, 26 FEET SOUTHWEST OF THE
 HA0053'SOUTHWEST RAIL, 230 FEET NORTHWEST OF THE NORTHWEST END OF A
 HA0053'RAILROAD TRESTLE, 195 FEET SOUTHEAST OF THE EAST CORNER OF A SMALL
 HA0053'FRAME HOUSE, 160 FEET SOUTHEAST OF MILE POST 33, 29 FEET NORTHEAST
 HA0053'OF THE EAST CORNER OF A BARN AND IN LINE WITH THE SOUTHEAST FACE OF
 HA0053'THE BARN, 2 FEET NORTHEAST OF THE FENCE LINE, 2 1/2 FEET NORTHWEST
 HA0053'OF A WHITE WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE LEVEL OF THE
 HA0053'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HA0053
 HA0053                          STATION RECOVERY (1988)
 HA0053
 HA0053'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 HA0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2327 ***********************************************************************
 GZ2327  DESIGNATION -  C 342
 GZ2327  PID         -  GZ2327
 GZ2327  STATE/COUNTY-  KY/HARDIN
 GZ2327  USGS QUAD   -  VINE GROVE (1991)
 GZ2327
 GZ2327                         *CURRENT SURVEY CONTROL
 GZ2327  ___________________________________________________________________
 GZ2327* NAD 83(1986)-  37 49 51.     (N)    085 58 42.     (W)     SCALED    
 GZ2327* NAVD 88     -       224.381  (meters)     736.16   (feet)  ADJUSTED  
 GZ2327  ___________________________________________________________________
 GZ2327  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 GZ2327  DYNAMIC HT  -         224.216 (meters)     735.62  (feet)  COMP
 GZ2327  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 GZ2327
 GZ2327  VERT ORDER  -  FIRST     CLASS II
 GZ2327
 GZ2327.The horizontal coordinates were scaled from a topographic map and have
 GZ2327.an estimated accuracy of +/- 6 seconds.
 GZ2327
 GZ2327.The orthometric height was determined by differential leveling
 GZ2327.and adjusted by the National Geodetic Survey in June 1991..
 GZ2327
 GZ2327.The geoid height was determined by GEOID03.
 GZ2327
 GZ2327.The dynamic height is computed by dividing the NAVD 88
 GZ2327.geopotential number by the normal gravity value computed on the
 GZ2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2327.degrees latitude (g = 980.6199 gals.).
 GZ2327
 GZ2327.The modeled gravity was interpolated from observed gravity values.
 GZ2327
 GZ2327;                    North         East    Units  Estimated Accuracy
 GZ2327;SPC KY1Z     - 1,166,220.    1,479,900.      MT  (+/- 180 meters Scaled)
 GZ2327
 GZ2327                          SUPERSEDED SURVEY CONTROL
 GZ2327
 GZ2327  NGVD 29 (??/??/92)  224.501  (m)          736.55   (f) ADJ UNCH    1 2
 GZ2327
 GZ2327.Superseded values are not recommended for survey control.
 GZ2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2327.See file dsdata.txt to determine how the superseded data were derived.
 GZ2327
 GZ2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG899875(NAD 83)
 GZ2327_MARKER: DB = BENCH MARK DISK
 GZ2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2327_STAMPING: C 342 1953
 GZ2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2327+STABILITY: SURFACE MOTION
 GZ2327
 GZ2327  HISTORY     - Date     Condition        Report By
 GZ2327  HISTORY     - 1953     MONUMENTED       CGS
 GZ2327
 GZ2327                          STATION DESCRIPTION
 GZ2327
 GZ2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2327'1.6 MI N FROM VINE GROVE.
 GZ2327'1.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GZ2327'STATION AT VINE GROVE, ABOUT 5 POLE SOUTH OF MILE POST 35,
 GZ2327'29 1/2 FEET WEST OF THE WEST RAIL, 71 FEET SOUTHWEST OF SIGNAL
 GZ2327'LITE 35.1, 44 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 5 YARDS
 GZ2327'SOUTH OF THE TOP OF A KNOLL, 5 1/2 FEET NORTHEAST OF A FENCE
 GZ2327'CORNER, 2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE
 GZ2327'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE
 GZ2327'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1946 ***********************************************************************
 GZ1946  DESIGNATION -  C 343
 GZ1946  PID         -  GZ1946
 GZ1946  STATE/COUNTY-  KY/HART
 GZ1946  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ1946
 GZ1946                         *CURRENT SURVEY CONTROL
 GZ1946  ___________________________________________________________________
 GZ1946* NAD 83(1986)-  37 16 35.     (N)    085 54 14.     (W)     SCALED    
 GZ1946* NAVD 88     -       185.032  (meters)     607.06   (feet)  ADJUSTED  
 GZ1946  ___________________________________________________________________
 GZ1946  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GZ1946  DYNAMIC HT  -         184.890 (meters)     606.59  (feet)  COMP
 GZ1946  MODELED GRAV-     979,859.3   (mgal)                       NAVD 88
 GZ1946
 GZ1946  VERT ORDER  -  FIRST     CLASS II
 GZ1946
 GZ1946.The horizontal coordinates were scaled from a topographic map and have
 GZ1946.an estimated accuracy of +/- 6 seconds.
 GZ1946
 GZ1946.The orthometric height was determined by differential leveling
 GZ1946.and adjusted by the National Geodetic Survey in June 1991..
 GZ1946
 GZ1946.The geoid height was determined by GEOID03.
 GZ1946
 GZ1946.The dynamic height is computed by dividing the NAVD 88
 GZ1946.geopotential number by the normal gravity value computed on the
 GZ1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1946.degrees latitude (g = 980.6199 gals.).
 GZ1946
 GZ1946.The modeled gravity was interpolated from observed gravity values.
 GZ1946
 GZ1946;                    North         East    Units  Estimated Accuracy
 GZ1946;SPC KY1Z     - 1,104,680.    1,486,350.      MT  (+/- 180 meters Scaled)
 GZ1946
 GZ1946                          SUPERSEDED SURVEY CONTROL
 GZ1946
 GZ1946  NGVD 29 (??/??/92)  185.154  (m)          607.46   (f) ADJ UNCH    1 2
 GZ1946
 GZ1946.Superseded values are not recommended for survey control.
 GZ1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1946.See file dsdata.txt to determine how the superseded data were derived.
 GZ1946
 GZ1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG971260(NAD 83)
 GZ1946_MARKER: DB = BENCH MARK DISK
 GZ1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1946_STAMPING: C 343 1953
 GZ1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1946+STABILITY: SURFACE MOTION
 GZ1946
 GZ1946  HISTORY     - Date     Condition        Report By
 GZ1946  HISTORY     - 1953     MONUMENTED       CGS
 GZ1946  HISTORY     - 1960     GOOD             NGS
 GZ1946
 GZ1946                          STATION DESCRIPTION
 GZ1946
 GZ1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ1946'AT MUNFORDVILLE.
 GZ1946'AT MUNFORDVILLE, ABOUT 0.2 MILE NORTH ALONG THE LOUISVILLE AND
 GZ1946'NASHVILLE RAILROAD FROM THE STATION, ABOUT 300 YARDS NORTH OF
 GZ1946'CROSSING OF STATE HIGHWAY 88, 33 FEET EAST OF EAST RAIL OF A
 GZ1946'SIDE TRACK, 46 1/2 FEET EAST OF EAST RAIL OF MAIN TRACK, 25
 GZ1946'FEET NORTH-NORTHEAST OF THE SEVENTH TELEPHONE POLE NORTH OF
 GZ1946'STATION, 2 FEET NORTH OF BM Y 6, 164 FEET SOUTH OF SOUTHWEST
 GZ1946'CORNER OF A HOUSE, 1 1/2 FEET WEST OF A FENCE LINE, 63 FEET
 GZ1946'SOUTH OF A FENCE CORNER, 3 FEET BELOW LEVEL OF MAIN TRACK AND
 GZ1946'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1946
 GZ1946                          STATION RECOVERY (1960)
 GZ1946
 GZ1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GZ1946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1486 ***********************************************************************
 GZ1486  DESIGNATION -  C 344
 GZ1486  PID         -  GZ1486
 GZ1486  STATE/COUNTY-  KY/ADAIR
 GZ1486  USGS QUAD   -  COLUMBIA (1976)
 GZ1486
 GZ1486                         *CURRENT SURVEY CONTROL
 GZ1486  ___________________________________________________________________
 GZ1486* NAD 83(1986)-  37 04 43.     (N)    085 20 11.     (W)     SCALED    
 GZ1486* NAVD 88     -       249.503  (meters)     818.58   (feet)  ADJUSTED  
 GZ1486  ___________________________________________________________________
 GZ1486  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GZ1486  DYNAMIC HT  -         249.304 (meters)     817.92  (feet)  COMP
 GZ1486  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 GZ1486
 GZ1486  VERT ORDER  -  FIRST     CLASS I
 GZ1486
 GZ1486.The horizontal coordinates were scaled from a topographic map and have
 GZ1486.an estimated accuracy of +/- 6 seconds.
 GZ1486
 GZ1486.The orthometric height was determined by differential leveling
 GZ1486.and adjusted by the National Geodetic Survey in June 1991..
 GZ1486
 GZ1486.The geoid height was determined by GEOID03.
 GZ1486
 GZ1486.The dynamic height is computed by dividing the NAVD 88
 GZ1486.geopotential number by the normal gravity value computed on the
 GZ1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1486.degrees latitude (g = 980.6199 gals.).
 GZ1486
 GZ1486.The modeled gravity was interpolated from observed gravity values.
 GZ1486
 GZ1486;                    North         East    Units  Estimated Accuracy
 GZ1486;SPC KY1Z     - 1,082,800.    1,536,780.      MT  (+/- 180 meters Scaled)
 GZ1486
 GZ1486                          SUPERSEDED SURVEY CONTROL
 GZ1486
 GZ1486  NGVD 29 (??/??/92)  249.654  (m)          819.07   (f) ADJ UNCH    1 1
 GZ1486
 GZ1486.Superseded values are not recommended for survey control.
 GZ1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1486.See file dsdata.txt to determine how the superseded data were derived.
 GZ1486
 GZ1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG478048(NAD 83)
 GZ1486_MARKER: DB = BENCH MARK DISK
 GZ1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1486_STAMPING: C 344 1953 819.073
 GZ1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1486+STABILITY: SURFACE MOTION
 GZ1486
 GZ1486  HISTORY     - Date     Condition        Report By
 GZ1486  HISTORY     - 1953     MONUMENTED       CGS
 GZ1486  HISTORY     - 1968     GOOD             NGS
 GZ1486
 GZ1486                          STATION DESCRIPTION
 GZ1486
 GZ1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1486'2.6 MI SW FROM COLUMBIA.
 GZ1486'ABOUT 0.5 MILE SOUTHWEST ALONG THE BURKESVILLE STREET WHICH IS
 GZ1486'STATE HIGHWAY 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA,
 GZ1486'THENCE 2.1 MILES SOUTHWEST ALONG STATE HIGHWAYS 61 AND 80, 0.2
 GZ1486'MILE NORTHEAST OF THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY
 GZ1486'61, 28 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 41 FEET
 GZ1486'SOUTH OF THE EXTENDED CENTERLINE OF A PRIVATE DRIVEWAY, 53 FEET
 GZ1486'NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL
 GZ1486'OF A TUBULAR CULVERT UNDER THE HIGHWAY, 1 FOOT NORTHWEST OF A
 GZ1486'FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 GZ1486'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 GZ1486'POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH6246 ***********************************************************************
 DH6246  DESIGNATION -  C 344 RESET
 DH6246  PID         -  DH6246
 DH6246  STATE/COUNTY-  KY/ADAIR
 DH6246  USGS QUAD   -  COLUMBIA (1976)
 DH6246
 DH6246                         *CURRENT SURVEY CONTROL
 DH6246  ___________________________________________________________________
 DH6246* NAD 83(1986)-  37 04 43.     (N)    085 20 11.     (W)     SCALED    
 DH6246* NAVD 88     -       251.67   (meters)     825.7    (feet)  RESET     
 DH6246  ___________________________________________________________________
 DH6246  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DH6246
 DH6246  VERT ORDER  -  THIRD
 DH6246
 DH6246.The horizontal coordinates were scaled from a topographic map and have
 DH6246.an estimated accuracy of +/- 6 seconds.
 DH6246
 DH6246.The orthometric height was computed from unverified reset data.
 DH6246.No vertical observational check was made to the station.
 DH6246
 DH6246.The geoid height was determined by GEOID03.
 DH6246
 DH6246;                    North         East    Units  Estimated Accuracy
 DH6246;SPC KY1Z     - 1,082,800.    1,536,780.      MT  (+/- 180 meters Scaled)
 DH6246
 DH6246                          SUPERSEDED SURVEY CONTROL
 DH6246
 DH6246.No superseded survey control is available for this station.
 DH6246
 DH6246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG478048(NAD 83)
 DH6246_MARKER: DV = VERTICAL CONTROL DISK
 DH6246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6246_STAMPING: C 344 1953 RESET 2005
 DH6246_MARK LOGO: NGS   
 DH6246_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6246+STABILITY: SURFACE MOTION
 DH6246
 DH6246  HISTORY     - Date     Condition        Report By
 DH6246  HISTORY     - 2005     MONUMENTED       KYDT
 DH6246
 DH6246                          STATION DESCRIPTION
 DH6246
 DH6246'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 DH6246'TO CURRENTLY REACH MARK GO 0.5 MILE (0.8 KM) SOUTHWEST ALONG KY 80
 DH6246'FROM COURT HOUSE SQUARE IN COLUMBIA, THENCE 2.1 MILES (3.4 KM)
 DH6246'SOUTHWEST ALONG KY 61 TO MARK ON RIGHT.  AFTER CONSTRUCTION IS
 DH6246'COMPLETED IN MID 2006, THE NEW TO REACH WILL BE.  ABOUT 0.5 MILE (0.8
 DH6246'KM) SOUTHEAST ALONG KY 80 FROM THE COURT HOUSE SQUARE IN COLUMBIA,
 DH6246'THENCE 1.85 MILES (2.98 KM) SOUTHWEST ALONG KY 61, THENCE RIGHT ONTO
 DH6246'CONNECTOR ROAD NORTHWEST FOR 250.0 FEET, (76.2 M) THENCE LEFT ONTO OLD
 DH6246'KY 61 SOUTHWEST FOR 250.0 FEET (76.2 M) TO MARK ON THE RIGHT, 25.1
 DH6246'FEET (7.7 M) WEST-NORTHWEST OF CENTER LINE OF OLD KY 61, 22.0 FEET
 DH6246'(6.7 M) SOUTH-SOUTHWEST OF THE SOUTH END OF SOUTH WING OF BRICK PILLAR
 DH6246'AT CONCRETE DRIVEWAY, 21.4 FEET (6.5 M) SOUTHWEST OF A WATER METER,
 DH6246'21.0 FEET (6.4 M) NORTH OF TELEPHONE POLE NO 300-62 AND CARSONITE
 DH6246'WITNESS POST, A VERTICAL CONTROL DISK SET IN THE TOP OF A 12 INCH
 DH6246'CONCRETE POST, FLUSH WITH THE GROUND.  AN 18 INCH PIECE OF REBAR WAS
 DH6246'INSERTED IN POST TO AID IN RECOVERY.  THIS MARK IS SUITABLE FOR GPS
 DH6246'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0129 ***********************************************************************
 HA0129  DESIGNATION -  C 345
 HA0129  PID         -  HA0129
 HA0129  STATE/COUNTY-  KY/BARREN
 HA0129  USGS QUAD   -  PARK CITY (1973)
 HA0129
 HA0129                         *CURRENT SURVEY CONTROL
 HA0129  ___________________________________________________________________
 HA0129* NAD 83(1986)-  37 05 01.     (N)    086 05 08.     (W)     SCALED    
 HA0129* NAVD 88     -       183.689  (meters)     602.65   (feet)  ADJUSTED  
 HA0129  ___________________________________________________________________
 HA0129  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HA0129  DYNAMIC HT  -         183.545 (meters)     602.18  (feet)  COMP
 HA0129  MODELED GRAV-     979,843.0   (mgal)                       NAVD 88
 HA0129
 HA0129  VERT ORDER  -  FIRST     CLASS I
 HA0129
 HA0129.The horizontal coordinates were scaled from a topographic map and have
 HA0129.an estimated accuracy of +/- 6 seconds.
 HA0129
 HA0129.The orthometric height was determined by differential leveling
 HA0129.and adjusted by the National Geodetic Survey in June 1991..
 HA0129
 HA0129.The geoid height was determined by GEOID03.
 HA0129
 HA0129.The dynamic height is computed by dividing the NAVD 88
 HA0129.geopotential number by the normal gravity value computed on the
 HA0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0129.degrees latitude (g = 980.6199 gals.).
 HA0129
 HA0129.The modeled gravity was interpolated from observed gravity values.
 HA0129
 HA0129;                    North         East    Units  Estimated Accuracy
 HA0129;SPC KY1Z     - 1,083,320.    1,470,160.      MT  (+/- 180 meters Scaled)
 HA0129
 HA0129                          SUPERSEDED SURVEY CONTROL
 HA0129
 HA0129  NGVD 29 (??/??/92)  183.799  (m)          603.01   (f) ADJ UNCH    1 1
 HA0129
 HA0129.Superseded values are not recommended for survey control.
 HA0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0129.See file dsdata.txt to determine how the superseded data were derived.
 HA0129
 HA0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG812045(NAD 83)
 HA0129_MARKER: DB = BENCH MARK DISK
 HA0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0129_STAMPING: C 345 1953
 HA0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0129+STABILITY: SURFACE MOTION
 HA0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0129+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 HA0129
 HA0129  HISTORY     - Date     Condition        Report By
 HA0129  HISTORY     - 1953     MONUMENTED       CGS
 HA0129  HISTORY     - 1968     GOOD             NGS
 HA0129  HISTORY     - 20051017 GOOD             GRWAS
 HA0129
 HA0129                          STATION DESCRIPTION
 HA0129
 HA0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0129'2.2 MI SW FROM PARK CITY.
 HA0129'ABOUT 2.2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HA0129'RAILROAD FROM THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 255
 HA0129'AT PARK CITY, OR ABOUT 3.0 MILES NORTHEAST ALONG THE LOUISVILLE
 HA0129'AND NASHVILLE RAILROAD FROM THE CROSSING OF THE RAILROAD AND
 HA0129'STATE HIGHWAY 259 AT ROCKY HILL, 390 YARDS NORTHEAST OF MILEPOST 93,
 HA0129'119 FEET EAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 HA0129'GRAVELED ROAD, 50 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 11
 HA0129'FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED ROAD WHICH PARALLELS
 HA0129'THE TRACK, 106 FEET SOUTHWEST OF A TELEPHONE POLE, 78 FEET
 HA0129'EAST OF A TELEPHONE POLE, 1 1/2 FEET NORTHWEST OF A FENCE,
 HA0129'1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 6 FEET
 HA0129'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 HA0129'POST WHICH PROJECTS 3 INCHES.
 HA0129
 HA0129                          STATION RECOVERY (2005)
 HA0129
 HA0129'RECOVERY NOTE BY GRW AERIAL SURVEY 2005 (DS)
 HA0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0174 ***********************************************************************
 HA0174  DESIGNATION -  C 346
 HA0174  PID         -  HA0174
 HA0174  STATE/COUNTY-  KY/WARREN
 HA0174  USGS QUAD   -  BOWLING GREEN NORTH (1993)
 HA0174
 HA0174                         *CURRENT SURVEY CONTROL
 HA0174  ___________________________________________________________________
 HA0174* NAD 83(1986)-  37 00 00.     (N)    086 26 16.     (W)     SCALED    
 HA0174* NAVD 88     -       150.382  (meters)     493.38   (feet)  ADJUSTED  
 HA0174  ___________________________________________________________________
 HA0174  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HA0174  DYNAMIC HT  -         150.266 (meters)     493.00  (feet)  COMP
 HA0174  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 HA0174
 HA0174  VERT ORDER  -  FIRST     CLASS I
 HA0174
 HA0174.The horizontal coordinates were scaled from a topographic map and have
 HA0174.an estimated accuracy of +/- 6 seconds.
 HA0174
 HA0174.The orthometric height was determined by differential leveling
 HA0174.and adjusted by the National Geodetic Survey in June 1991..
 HA0174
 HA0174.The geoid height was determined by GEOID03.
 HA0174
 HA0174.The dynamic height is computed by dividing the NAVD 88
 HA0174.geopotential number by the normal gravity value computed on the
 HA0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0174.degrees latitude (g = 980.6199 gals.).
 HA0174
 HA0174.The modeled gravity was interpolated from observed gravity values.
 HA0174
 HA0174;                    North         East    Units  Estimated Accuracy
 HA0174;SPC KY1Z     - 1,074,220.    1,438,780.      MT  (+/- 180 meters Scaled)
 HA0174
 HA0174                          SUPERSEDED SURVEY CONTROL
 HA0174
 HA0174  NGVD 29 (??/??/92)  150.515  (m)          493.81   (f) ADJ UNCH    1 1
 HA0174
 HA0174.Superseded values are not recommended for survey control.
 HA0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0174.See file dsdata.txt to determine how the superseded data were derived.
 HA0174
 HA0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF500950(NAD 83)
 HA0174_MARKER: DB = BENCH MARK DISK
 HA0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0174_SP_SET: STONE
 HA0174_STAMPING: C 346 1954
 HA0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0174+STABILITY: SURFACE MOTION
 HA0174
 HA0174  HISTORY     - Date     Condition        Report By
 HA0174  HISTORY     - 1954     MONUMENTED       CGS
 HA0174  HISTORY     - 1968     GOOD             NGS
 HA0174
 HA0174                          STATION DESCRIPTION
 HA0174
 HA0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0174'AT BOWLING GREEN.
 HA0174'AT BOWLING GREEN, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 HA0174'SANDSTONE FOUNDATION OF THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0174'STATION, 1.3 FEET SOUTHWEST OF THE NORTH CORNER OF THE STATION,
 HA0174'32 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, AND
 HA0174'ABOUT 1 FOOT ABOVE A PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ1583 ***********************************************************************
 AJ1583  DESIGNATION -  C 346 RESET
 AJ1583  PID         -  AJ1583
 AJ1583  STATE/COUNTY-  KY/WARREN
 AJ1583  USGS QUAD   -  BOWLING GREEN NORTH (1993)
 AJ1583
 AJ1583                         *CURRENT SURVEY CONTROL
 AJ1583  ___________________________________________________________________
 AJ1583* NAD 83(1986)-  37 00 00.     (N)    086 26 16.     (W)     SCALED    
 AJ1583* NAVD 88     -       150.59   (meters)     494.1    (feet)  RESET     
 AJ1583  ___________________________________________________________________
 AJ1583  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 AJ1583
 AJ1583  VERT ORDER  -  THIRD
 AJ1583
 AJ1583.The horizontal coordinates were scaled from a topographic map and have
 AJ1583.an estimated accuracy of +/- 6 seconds.
 AJ1583
 AJ1583.The orthometric height was computed from unverified reset data.
 AJ1583.No vertical observational check was made to the station.
 AJ1583
 AJ1583.The geoid height was determined by GEOID03.
 AJ1583
 AJ1583;                    North         East    Units  Estimated Accuracy
 AJ1583;SPC KY1Z     - 1,074,220.    1,438,780.      MT  (+/- 180 meters Scaled)
 AJ1583
 AJ1583                          SUPERSEDED SURVEY CONTROL
 AJ1583
 AJ1583.No superseded survey control is available for this station.
 AJ1583
 AJ1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF500950(NAD 83)
 AJ1583_MARKER: DV = VERTICAL CONTROL DISK
 AJ1583_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ1583_SP_SET: HANDICAP RAMP
 AJ1583_STAMPING: C 346 1954 RESET 2000
 AJ1583_MARK LOGO: NGS   
 AJ1583_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1583
 AJ1583  HISTORY     - Date     Condition        Report By
 AJ1583  HISTORY     - 2000     MONUMENTED       KYDT
 AJ1583
 AJ1583                          STATION DESCRIPTION
 AJ1583
 AJ1583'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 AJ1583'AT BOWLING GREEN, AT THE OLD LOUISVILLE AND NASHVILLE RAILROAD STATION
 AJ1583'WHICH NOW HOUSES CITY OF BOWLING GREEN DIGITAL LIBRARY, SET IN THE TOP
 AJ1583'OF THE NORTHWEST END OF AN EIGHT INCH CONCRETE WALL ON THE INSIDE OF A
 AJ1583'CONCRETE HANDICAP RAMP AT THE NORTHWEST CORNER OF BUILDING, 38.6 FEET
 AJ1583'(11.8 M) NORTHWEST OF THE NORTHWEST CORNER OF BUILDING, 0.6 FEET (18.3
 AJ1583'CM) SOUTHEAST OF NORTHWEST END OF WALL, A STANDARD VERTICAL DISK SET
 AJ1583'IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0957 ***********************************************************************
 GC0957  DESIGNATION -  C 347
 GC0957  PID         -  GC0957
 GC0957  STATE/COUNTY-  KY/LOGAN
 GC0957  USGS QUAD   -  AUBURN (1994)
 GC0957
 GC0957                         *CURRENT SURVEY CONTROL
 GC0957  ___________________________________________________________________
 GC0957* NAD 83(1986)-  36 51 58.     (N)    086 42 23.     (W)     SCALED    
 GC0957* NAVD 88     -       192.009  (meters)     629.95   (feet)  ADJUSTED  
 GC0957  ___________________________________________________________________
 GC0957  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 GC0957  DYNAMIC HT  -         191.856 (meters)     629.45  (feet)  COMP
 GC0957  MODELED GRAV-     979,826.9   (mgal)                       NAVD 88
 GC0957
 GC0957  VERT ORDER  -  FIRST     CLASS I
 GC0957
 GC0957.The horizontal coordinates were scaled from a topographic map and have
 GC0957.an estimated accuracy of +/- 6 seconds.
 GC0957
 GC0957.The orthometric height was determined by differential leveling
 GC0957.and adjusted by the National Geodetic Survey in June 1991..
 GC0957
 GC0957.The geoid height was determined by GEOID03.
 GC0957
 GC0957.The dynamic height is computed by dividing the NAVD 88
 GC0957.geopotential number by the normal gravity value computed on the
 GC0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0957.degrees latitude (g = 980.6199 gals.).
 GC0957
 GC0957.The modeled gravity was interpolated from observed gravity values.
 GC0957
 GC0957;                    North         East    Units  Estimated Accuracy
 GC0957;SPC KY1Z     - 1,059,570.    1,414,720.      MT  (+/- 180 meters Scaled)
 GC0957
 GC0957                          SUPERSEDED SURVEY CONTROL
 GC0957
 GC0957  NGVD 29 (??/??/92)  192.131  (m)          630.35   (f) ADJ UNCH    1 1
 GC0957
 GC0957.Superseded values are not recommended for survey control.
 GC0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0957.See file dsdata.txt to determine how the superseded data were derived.
 GC0957
 GC0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF261800(NAD 83)
 GC0957_MARKER: DB = BENCH MARK DISK
 GC0957_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0957_SP_SET: BRIDGE
 GC0957_STAMPING: C 347 1954
 GC0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0957
 GC0957  HISTORY     - Date     Condition        Report By
 GC0957  HISTORY     - 1954     MONUMENTED       CGS
 GC0957  HISTORY     - 1968     GOOD             NGS
 GC0957  HISTORY     - 19950914 MARK NOT FOUND   KYDT
 GC0957
 GC0957                          STATION DESCRIPTION
 GC0957
 GC0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0957'0.4 MI E FROM AUBURN.
 GC0957'ABOUT 0.45 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0957'FROM THE AUBURN HIGH SCHOOL AT AUBURN, SET IN THE TOP OF THE
 GC0957'SOUTH END OF THE WEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE
 GC0957'OVER BLACK LICK CREEK, 1 FOOT NORTH OF THE SOUTH END OF THE
 GC0957'ABUTMENT, 18 1/2 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 1/2
 GC0957'FEET BELOW THE LEVEL OF THE TRACK.
 GC0957
 GC0957                          STATION RECOVERY (1995)
 GC0957
 GC0957'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0957'THE DISK HAS BEEN BROKEN OFF AND ONLY STEM REMAINS, CONSIDER
 GC0957'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1176 ***********************************************************************
 GC1176  DESIGNATION -  C 348
 GC1176  PID         -  GC1176
 GC1176  STATE/COUNTY-  KY/LOGAN
 GC1176  USGS QUAD   -  OLMSTEAD (1985)
 GC1176
 GC1176                         *CURRENT SURVEY CONTROL
 GC1176  ___________________________________________________________________
 GC1176* NAD 83(1986)-  36 45 43.     (N)    087 00 02.     (W)     SCALED    
 GC1176* NAVD 88     -       170.590  (meters)     559.68   (feet)  ADJUSTED  
 GC1176  ___________________________________________________________________
 GC1176  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 GC1176  DYNAMIC HT  -         170.453 (meters)     559.23  (feet)  COMP
 GC1176  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 GC1176
 GC1176  VERT ORDER  -  FIRST     CLASS II
 GC1176
 GC1176.The horizontal coordinates were scaled from a topographic map and have
 GC1176.an estimated accuracy of +/- 6 seconds.
 GC1176
 GC1176.The orthometric height was determined by differential leveling
 GC1176.and adjusted by the National Geodetic Survey in June 1991..
 GC1176
 GC1176.The geoid height was determined by GEOID03.
 GC1176
 GC1176.The dynamic height is computed by dividing the NAVD 88
 GC1176.geopotential number by the normal gravity value computed on the
 GC1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1176.degrees latitude (g = 980.6199 gals.).
 GC1176
 GC1176.The modeled gravity was interpolated from observed gravity values.
 GC1176
 GC1176;                    North         East    Units  Estimated Accuracy
 GC1176;SPC KY1Z     - 1,048,320.    1,388,330.      MT  (+/- 180 meters Scaled)
 GC1176
 GC1176                          SUPERSEDED SURVEY CONTROL
 GC1176
 GC1176  NGVD 29 (??/??/92)  170.682  (m)          559.98   (f) ADJ UNCH    1 2
 GC1176
 GC1176.Superseded values are not recommended for survey control.
 GC1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1176.See file dsdata.txt to determine how the superseded data were derived.
 GC1176
 GC1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF999684(NAD 83)
 GC1176_MARKER: DB = BENCH MARK DISK
 GC1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1176_STAMPING: C 348 1954
 GC1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1176+STABILITY: SURFACE MOTION
 GC1176
 GC1176  HISTORY     - Date     Condition        Report By
 GC1176  HISTORY     - 1954     MONUMENTED       CGS
 GC1176  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1176
 GC1176                          STATION DESCRIPTION
 GC1176
 GC1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1176'0.8 MI NE FROM OLMSTEAD.
 GC1176'0.85 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1176'FROM THE CROSSING OF AN EAST-WEST BLACK TOP ROAD AND THE HIGH
 GC1176'SCHOOL AT OLMSTEAD, ABOUT 0.2 MILE NORTHEAST OF A TRESTLE OVER
 GC1176'VICKS BRANCH, 113 FEET SOUTHWEST OF MILE POST 152, 28 FEET
 GC1176'NORTHWEST OF NORTHWEST RAIL, 47 FEET WEST OF THE CENTER OF A
 GC1176'PRIVATE FIELD ROAD CROSSING, 1 FOOT SOUTHEAST OF A FENCE LINE,
 GC1176'4 FEET SOUTHWEST OF A FENCE CORNER, ABOUT 4 1/2 FEET BELOW
 GC1176'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC1176'3 INCHES.
 GC1176
 GC1176                          STATION RECOVERY (1984)
 GC1176
 GC1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1176'SEARCHED FOR BUT NOT RECOVERED.  AREA OVERGROWN WITH VINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1451 ***********************************************************************
 HZ1451  DESIGNATION -  C 349
 HZ1451  PID         -  HZ1451
 HZ1451  STATE/COUNTY-  KY/JEFFERSON
 HZ1451  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ1451
 HZ1451                         *CURRENT SURVEY CONTROL
 HZ1451  ___________________________________________________________________
 HZ1451* NAD 83(1986)-  38 14 48.     (N)    085 39 54.     (W)     SCALED    
 HZ1451* NAVD 88     -       162.471  (meters)     533.04   (feet)  ADJUSTED  
 HZ1451  ___________________________________________________________________
 HZ1451  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1451  DYNAMIC HT  -         162.361 (meters)     532.68  (feet)  COMP
 HZ1451  MODELED GRAV-     979,950.4   (mgal)                       NAVD 88
 HZ1451
 HZ1451  VERT ORDER  -  FIRST     CLASS II
 HZ1451
 HZ1451.The horizontal coordinates were scaled from a topographic map and have
 HZ1451.an estimated accuracy of +/- 6 seconds.
 HZ1451
 HZ1451.The orthometric height was determined by differential leveling
 HZ1451.and adjusted by the National Geodetic Survey in June 1991..
 HZ1451
 HZ1451.The geoid height was determined by GEOID03.
 HZ1451
 HZ1451.The dynamic height is computed by dividing the NAVD 88
 HZ1451.geopotential number by the normal gravity value computed on the
 HZ1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1451.degrees latitude (g = 980.6199 gals.).
 HZ1451
 HZ1451.The modeled gravity was interpolated from observed gravity values.
 HZ1451
 HZ1451;                    North         East    Units  Estimated Accuracy
 HZ1451;SPC KY1Z     - 1,212,350.    1,507,440.      MT  (+/- 180 meters Scaled)
 HZ1451
 HZ1451                          SUPERSEDED SURVEY CONTROL
 HZ1451
 HZ1451  NGVD 29 (??/??/92)  162.623  (m)          533.54   (f) ADJ UNCH    1 2
 HZ1451
 HZ1451.Superseded values are not recommended for survey control.
 HZ1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1451.See file dsdata.txt to determine how the superseded data were derived.
 HZ1451
 HZ1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH168340(NAD 83)
 HZ1451_MARKER: DB = BENCH MARK DISK
 HZ1451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1451_SP_SET: SQUARE CONC VALVE CONTROL PIT
 HZ1451_STAMPING: C 349 1954
 HZ1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1451
 HZ1451  HISTORY     - Date     Condition        Report By
 HZ1451  HISTORY     - 1954     MONUMENTED       CGS
 HZ1451  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 HZ1451
 HZ1451                          STATION DESCRIPTION
 HZ1451
 HZ1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1451'1.4 MI SW FROM ST MATTHEWS.
 HZ1451'ABOUT 0.75 MILE WEST ALONG FRANKFORT AVENUE FROM THE FIRST
 HZ1451'NATIONAL BANK AT ST. MATTHEWS, THENCE ABOUT 0.6 MILE SOUTHEAST
 HZ1451'ALONG CANNONS LANE, ON THE PROPERTY OF THE LOUISVILLE GAS AND
 HZ1451'ELECTRIC COMPANY, IN THE 500 BLOCK OF CANNONS LANE, SET IN THE
 HZ1451'TOP OF THE NORTHEAST WALL OF A 10-FOOT SQUARE CONCRETE ENCLOSURE
 HZ1451'OF VALVE CONTROL PIT, 42 FEET SOUTHWEST OF SOUTHWEST CURB OF
 HZ1451'CANNONS LANE, 212 FEET NORTHWEST OF CENTER LINE OF ENTRANCE DRIVE
 HZ1451'TO SENECA PARK, 24 1/2 FEET NORTHWEST OF CENTER OF DOORWAY
 HZ1451'ENTRANCE TO A SMALL BRICK BUILDING, 2 FEET SOUTHEAST OF NORTH
 HZ1451'CORNER OF VALVE PIT, ABOUT 1 FOOT ABOVE LEVEL OF CANNONS LANE.
 HZ1451
 HZ1451                          STATION RECOVERY (1973)
 HZ1451
 HZ1451'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HZ1451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0044 ***********************************************************************
 HZ0044  DESIGNATION -  C 35
 HZ0044  PID         -  HZ0044
 HZ0044  STATE/COUNTY-  KY/PENDLETON
 HZ0044  USGS QUAD   -  FALMOUTH (1987)
 HZ0044
 HZ0044                         *CURRENT SURVEY CONTROL
 HZ0044  ___________________________________________________________________
 HZ0044* NAD 83(1986)-  38 41 55.     (N)    084 22 21.     (W)     SCALED    
 HZ0044* NAVD 88     -       276.767  (meters)     908.03   (feet)  ADJUSTED  
 HZ0044  ___________________________________________________________________
 HZ0044  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0044  DYNAMIC HT  -         276.584 (meters)     907.43  (feet)  COMP
 HZ0044  MODELED GRAV-     979,957.0   (mgal)                       NAVD 88
 HZ0044
 HZ0044  VERT ORDER  -  SECOND    CLASS 0
 HZ0044
 HZ0044.The horizontal coordinates were scaled from a topographic map and have
 HZ0044.an estimated accuracy of +/- 6 seconds.
 HZ0044
 HZ0044.The orthometric height was determined by differential leveling
 HZ0044.and adjusted by the National Geodetic Survey in June 1991..
 HZ0044
 HZ0044.The geoid height was determined by GEOID03.
 HZ0044
 HZ0044.The dynamic height is computed by dividing the NAVD 88
 HZ0044.geopotential number by the normal gravity value computed on the
 HZ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0044.degrees latitude (g = 980.6199 gals.).
 HZ0044
 HZ0044.The modeled gravity was interpolated from observed gravity values.
 HZ0044
 HZ0044;                    North         East    Units  Estimated Accuracy
 HZ0044;SPC KY1Z     - 1,263,400.    1,619,830.      MT  (+/- 180 meters Scaled)
 HZ0044
 HZ0044                          SUPERSEDED SURVEY CONTROL
 HZ0044
 HZ0044  NGVD 29 (??/??/92)  277.00   (m)          908.8    (f) COMPUTED    2 0
 HZ0044
 HZ0044.Superseded values are not recommended for survey control.
 HZ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0044.See file dsdata.txt to determine how the superseded data were derived.
 HZ0044
 HZ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH285866(NAD 83)
 HZ0044_MARKER: DB = BENCH MARK DISK
 HZ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0044_STAMPING: C 35 1935
 HZ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0044+STABILITY: SURFACE MOTION
 HZ0044
 HZ0044  HISTORY     - Date     Condition        Report By
 HZ0044  HISTORY     - 1935     MONUMENTED       CGS
 HZ0044
 HZ0044                          STATION DESCRIPTION
 HZ0044
 HZ0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ0044'3.2 MI W FROM FALMOUTH.
 HZ0044'AT THE JUNCTION OF STATE HIGHWAY 22 AND U.S. HIGHWAY 27, 25
 HZ0044'YDS NORTHWEST OF THE INTERSECTION OF THE CENTERLINES OF THE ABOVE
 HZ0044'HIGHWAYS, 9 YDS NORTH OF THE CENTERLINE OF STATE HY 22, 11 1/2
 HZ0044'YDS WEST OF A CORNER POST OF A WIRE FENCE, 7 1/2 YDS. NORTHWEST
 HZ0044'OF THE NORTHWEST CORNER OF A CONCRETE HIGHWAY CULVERT, 1.0 FT
 HZ0044'SOUTH OF A WIRE FENCE, 2 1/2 FT ABOVE SURFACE OF HY 22, ON TOP
 HZ0044'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0045 ***********************************************************************
 HZ0045  DESIGNATION -  C 35 RESET
 HZ0045  PID         -  HZ0045
 HZ0045  STATE/COUNTY-  KY/PENDLETON
 HZ0045  USGS QUAD   -  FALMOUTH (1987)
 HZ0045
 HZ0045                         *CURRENT SURVEY CONTROL
 HZ0045  ___________________________________________________________________
 HZ0045* NAD 83(1986)-  38 41 55.     (N)    084 22 21.     (W)     SCALED    
 HZ0045* NAVD 88     -       277.73   (meters)     911.2    (feet)  RESET     
 HZ0045  ___________________________________________________________________
 HZ0045  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0045
 HZ0045  VERT ORDER  -  THIRD
 HZ0045
 HZ0045.The horizontal coordinates were scaled from a topographic map and have
 HZ0045.an estimated accuracy of +/- 6 seconds.
 HZ0045
 HZ0045.The orthometric height was computed from unverified reset data.
 HZ0045.No vertical observational check was made to the station.
 HZ0045
 HZ0045.The geoid height was determined by GEOID03.
 HZ0045
 HZ0045;                    North         East    Units  Estimated Accuracy
 HZ0045;SPC KY1Z     - 1,263,400.    1,619,830.      MT  (+/- 180 meters Scaled)
 HZ0045
 HZ0045                          SUPERSEDED SURVEY CONTROL
 HZ0045
 HZ0045.No superseded survey control is available for this station.
 HZ0045
 HZ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH285866(NAD 83)
 HZ0045_MARKER: DB = BENCH MARK DISK
 HZ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0045_STAMPING: C 35 RESET
 HZ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0045+STABILITY: SURFACE MOTION
 HZ0045
 HZ0045  HISTORY     - Date     Condition        Report By
 HZ0045  HISTORY     - UNK      MONUMENTED       KYHD
 HZ0045  HISTORY     - 1955     MARK NOT FOUND   NGS
 HZ0045
 HZ0045                          STATION DESCRIPTION
 HZ0045
 HZ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0045'2.4 MI NW FROM FALMOUTH.
 HZ0045'3.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE COUNTY COURTHOUSE
 HZ0045'AT FALMOUTH, PENDLETON COUNTY, 30 YARDS NORTHWEST OF THE CENTER
 HZ0045'OF THE INTERSECTION OF U.S. HIGHWAY 27, AND 16 YARDS NORTH OF THE
 HZ0045'CENTERLINE OF THE HIGHWAY.  NOTE-- THIS HIGHWAY JUNCION HAS BEEN
 HZ0045'CHANGED THE SECOND TIME AND THE OLD JUNCTION WAS CUT THROUGH
 HZ0045'BY A NEW SECTION OF STATE HIGHWAY 22, NO MARK COULD BE FOUND,
 HZ0045'THE PRESENT RESIDENT ENGINEER HAS NO KNOWLEDGE OF THE MARK.
 HZ0045'SEVERAL HOURS WAS SPENT AT DIFFERENT TIMES SEARCHING, BUT THE
 HZ0045'OLD PORTION OF THE HIGHWAY HAS BEEN BULLDOZED OUT AND THE MARK
 HZ0045'WAS PROBABLY DESTROYED IN THIS OPERATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0047 ***********************************************************************
 GD0047  DESIGNATION -  C 35 TVA
 GD0047  PID         -  GD0047
 GD0047  STATE/COUNTY-  KY/TRIGG
 GD0047  USGS QUAD   -  FENTON (1986)
 GD0047
 GD0047                         *CURRENT SURVEY CONTROL
 GD0047  ___________________________________________________________________
 GD0047* NAD 83(1986)-  36 51 06.     (N)    088 05 05.     (W)     SCALED    
 GD0047* NAVD 88     -       157.917  (meters)     518.10   (feet)  ADJUSTED  
 GD0047  ___________________________________________________________________
 GD0047  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0047  DYNAMIC HT  -         157.795 (meters)     517.70  (feet)  COMP
 GD0047  MODELED GRAV-     979,850.8   (mgal)                       NAVD 88
 GD0047
 GD0047  VERT ORDER  -  FIRST     CLASS II
 GD0047
 GD0047.The horizontal coordinates were scaled from a topographic map and have
 GD0047.an estimated accuracy of +/- 6 seconds.
 GD0047
 GD0047.The orthometric height was determined by differential leveling
 GD0047.and adjusted by the National Geodetic Survey in June 1991..
 GD0047
 GD0047.The geoid height was determined by GEOID03.
 GD0047
 GD0047.The dynamic height is computed by dividing the NAVD 88
 GD0047.geopotential number by the normal gravity value computed on the
 GD0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0047.degrees latitude (g = 980.6199 gals.).
 GD0047
 GD0047.The modeled gravity was interpolated from observed gravity values.
 GD0047
 GD0047;                    North         East    Units  Estimated Accuracy
 GD0047;SPC KY1Z     - 1,060,130.    1,291,790.      MT  (+/- 180 meters Scaled)
 GD0047
 GD0047                          SUPERSEDED SURVEY CONTROL
 GD0047
 GD0047  NGVD 29 (??/??/??)  157.984  (m)          518.32   (f) ADJUSTED    1 2
 GD0047
 GD0047.Superseded values are not recommended for survey control.
 GD0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0047.See file dsdata.txt to determine how the superseded data were derived.
 GD0047
 GD0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF032789(NAD 83)
 GD0047_MARKER: Z = SEE DESCRIPTION
 GD0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0047_STAMPING: C 35 S16.32E
 GD0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0047+STABILITY: SURFACE MOTION
 GD0047
 GD0047  HISTORY     - Date     Condition        Report By
 GD0047  HISTORY     - UNK      MONUMENTED       TVA
 GD0047  HISTORY     - 1946     GOOD             CGS
 GD0047
 GD0047                          STATION DESCRIPTION
 GD0047
 GD0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0047'10.4 MI NW FROM GOLDEN POND.
 GD0047'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0047'AT GOLDEN POND, THENCE ABOUT 7.85 MILES NORTH ALONG THE DIVIDING
 GD0047'RIDGE ROAD, ABOUT 0.45 MILES NORTHEAST OF A ROAD SOUTH AND THE
 GD0047'GOVERNMENT CABIN NO. 1, 37 FEET WEST OF THE CENTER LINE OF THE
 GD0047'ROAD, 40 FEET NORTH OF A BLAZED 22 INCH OAK TREE, ABOUT LEVEL
 GD0047'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0047'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1515 ***********************************************************************
 HZ1515  DESIGNATION -  C 350
 HZ1515  PID         -  HZ1515
 HZ1515  STATE/COUNTY-  KY/JEFFERSON
 HZ1515  USGS QUAD   -  ANCHORAGE (1987)
 HZ1515
 HZ1515                         *CURRENT SURVEY CONTROL
 HZ1515  ___________________________________________________________________
 HZ1515* NAD 83(1986)-  38 21 08.     (N)    085 36 46.     (W)     SCALED    
 HZ1515* NAVD 88     -       142.347  (meters)     467.02   (feet)  ADJUSTED  
 HZ1515  ___________________________________________________________________
 HZ1515  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HZ1515  DYNAMIC HT  -         142.252 (meters)     466.71  (feet)  COMP
 HZ1515  MODELED GRAV-     979,957.4   (mgal)                       NAVD 88
 HZ1515
 HZ1515  VERT ORDER  -  FIRST     CLASS II
 HZ1515
 HZ1515.The horizontal coordinates were scaled from a topographic map and have
 HZ1515.an estimated accuracy of +/- 6 seconds.
 HZ1515
 HZ1515.The orthometric height was determined by differential leveling
 HZ1515.and adjusted by the National Geodetic Survey in June 1991..
 HZ1515
 HZ1515.The geoid height was determined by GEOID03.
 HZ1515
 HZ1515.The dynamic height is computed by dividing the NAVD 88
 HZ1515.geopotential number by the normal gravity value computed on the
 HZ1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1515.degrees latitude (g = 980.6199 gals.).
 HZ1515
 HZ1515.The modeled gravity was interpolated from observed gravity values.
 HZ1515
 HZ1515;                    North         East    Units  Estimated Accuracy
 HZ1515;SPC KY1Z     - 1,224,070.    1,511,990.      MT  (+/- 180 meters Scaled)
 HZ1515
 HZ1515                          SUPERSEDED SURVEY CONTROL
 HZ1515
 HZ1515  NGVD 29 (??/??/92)  142.503  (m)          467.53   (f) ADJ UNCH    1 2
 HZ1515
 HZ1515.Superseded values are not recommended for survey control.
 HZ1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1515.See file dsdata.txt to determine how the superseded data were derived.
 HZ1515
 HZ1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH212458(NAD 83)
 HZ1515_MARKER: DB = BENCH MARK DISK
 HZ1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1515_STAMPING: C 350 1954
 HZ1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1515+STABILITY: SURFACE MOTION
 HZ1515
 HZ1515  HISTORY     - Date     Condition        Report By
 HZ1515  HISTORY     - 1954     MONUMENTED       CGS
 HZ1515  HISTORY     - 1963     GOOD             NGS
 HZ1515  HISTORY     - 1981     GOOD             KYDT
 HZ1515  HISTORY     - 19980321 MARK NOT FOUND   USPSQD
 HZ1515
 HZ1515                          STATION DESCRIPTION
 HZ1515
 HZ1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1515'0.3 MI SW FROM PROSPECT.
 HZ1515'ABOUT 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 42 FROM THE POST
 HZ1515'OFFICE AND STORE AT PROSPECT, ABOUT 0.1 MILE NORTH-NORTHEAST
 HZ1515'OF ENTRANCE TO VAL VA HAVEN FARM WHICH IS EAST OF HIGHWAY, ABOUT
 HZ1515'0.5 MILE NORTHEAST OF JUNCTION OF RIVER ROAD LEADING TO HARRODS
 HZ1515'CREEK AND LOUISVILLE, 46 FEET EAST-SOUTHEAST OF CENTER LINE OF
 HZ1515'NORTH BOUND TRAFFIC LANE OF HIGHWAY, 175 FEET SOUTH-SOUTHWEST OF
 HZ1515'SOUTH END OF EAST CONCRETE HEAD WALL OF A 30-INCH PIPE CULVERT
 HZ1515'UNDER HIGHWAY, 20 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 5 FEET
 HZ1515'NORTH OF A FENCE CORNER, 2 FEET SOUTHEAST OF A WHITE WOODEN
 HZ1515'WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN
 HZ1515'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HZ1515
 HZ1515                          STATION RECOVERY (1963)
 HZ1515
 HZ1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1515'RECOVERED IN GOOD CONDITION.
 HZ1515
 HZ1515                          STATION RECOVERY (1981)
 HZ1515
 HZ1515'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1515'RECOVERED IN GOOD CONDITION.
 HZ1515
 HZ1515                          STATION RECOVERY (1998)
 HZ1515
 HZ1515'RECOVERY NOTE BY US POWER SQUADRON 1998
 HZ1515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1498 ***********************************************************************
 HZ1498  DESIGNATION -  C 351
 HZ1498  PID         -  HZ1498
 HZ1498  STATE/COUNTY-  KY/JEFFERSON
 HZ1498  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1498
 HZ1498                         *CURRENT SURVEY CONTROL
 HZ1498  ___________________________________________________________________
 HZ1498* NAD 83(1986)-  38 14 04.     (N)    085 47 45.     (W)     SCALED    
 HZ1498* NAVD 88     -       142.549  (meters)     467.68   (feet)  ADJUSTED  
 HZ1498  ___________________________________________________________________
 HZ1498  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ1498  DYNAMIC HT  -         142.453 (meters)     467.36  (feet)  COMP
 HZ1498  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 HZ1498
 HZ1498  VERT ORDER  -  FIRST     CLASS II
 HZ1498
 HZ1498.The horizontal coordinates were scaled from a topographic map and have
 HZ1498.an estimated accuracy of +/- 6 seconds.
 HZ1498
 HZ1498.The orthometric height was determined by differential leveling
 HZ1498.and adjusted by the National Geodetic Survey in June 1991..
 HZ1498
 HZ1498.The geoid height was determined by GEOID03.
 HZ1498
 HZ1498.The dynamic height is computed by dividing the NAVD 88
 HZ1498.geopotential number by the normal gravity value computed on the
 HZ1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1498.degrees latitude (g = 980.6199 gals.).
 HZ1498
 HZ1498.The modeled gravity was interpolated from observed gravity values.
 HZ1498
 HZ1498;                    North         East    Units  Estimated Accuracy
 HZ1498;SPC KY1Z     - 1,210,990.    1,495,990.      MT  (+/- 180 meters Scaled)
 HZ1498
 HZ1498                          SUPERSEDED SURVEY CONTROL
 HZ1498
 HZ1498  NGVD 29 (??/??/92)  142.692  (m)          468.15   (f) ADJ UNCH    1 2
 HZ1498
 HZ1498.Superseded values are not recommended for survey control.
 HZ1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1498.See file dsdata.txt to determine how the superseded data were derived.
 HZ1498
 HZ1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH053325(NAD 83)
 HZ1498_MARKER: DB = BENCH MARK DISK
 HZ1498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1498_SP_SET: BUILDING
 HZ1498_STAMPING: C 351 1954
 HZ1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1498
 HZ1498  HISTORY     - Date     Condition        Report By
 HZ1498  HISTORY     - 1954     MONUMENTED       CGS
 HZ1498
 HZ1498                          STATION DESCRIPTION
 HZ1498
 HZ1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1498'AT LOUISVILLE.
 HZ1498'AT LOUISVILLE, AT THE JUNCTION OF WOODLAND AVENUE AND 25TH STREET,
 HZ1498'SET VERTICALLY IN THE SOUTH FACE OF AUDITORIUM OF PARKLAND
 HZ1498'JUNIOR HIGH SCHOOL, 1 FOOT EAST OF SOUTHWEST CORNER OF BUILDING
 HZ1498'AND ABOUT 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0894 ***********************************************************************
 HZ0894  DESIGNATION -  C 352
 HZ0894  PID         -  HZ0894
 HZ0894  STATE/COUNTY-  KY/TRIMBLE
 HZ0894  USGS QUAD   -  BETHLEHEM (1993)
 HZ0894
 HZ0894                         *CURRENT SURVEY CONTROL
 HZ0894  ___________________________________________________________________
 HZ0894* NAD 83(1986)-  38 35 38.     (N)    085 25 07.     (W)     SCALED    
 HZ0894* NAVD 88     -       142.487  (meters)     467.48   (feet)  ADJUSTED  
 HZ0894  ___________________________________________________________________
 HZ0894  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HZ0894  DYNAMIC HT  -         142.391 (meters)     467.16  (feet)  COMP
 HZ0894  MODELED GRAV-     979,956.2   (mgal)                       NAVD 88
 HZ0894
 HZ0894  VERT ORDER  -  FIRST     CLASS II
 HZ0894
 HZ0894.The horizontal coordinates were scaled from a topographic map and have
 HZ0894.an estimated accuracy of +/- 6 seconds.
 HZ0894
 HZ0894.The orthometric height was determined by differential leveling
 HZ0894.and adjusted by the National Geodetic Survey in June 1991..
 HZ0894
 HZ0894.The geoid height was determined by GEOID03.
 HZ0894
 HZ0894.The dynamic height is computed by dividing the NAVD 88
 HZ0894.geopotential number by the normal gravity value computed on the
 HZ0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0894.degrees latitude (g = 980.6199 gals.).
 HZ0894
 HZ0894.The modeled gravity was interpolated from observed gravity values.
 HZ0894
 HZ0894;                    North         East    Units  Estimated Accuracy
 HZ0894;SPC KY1Z     - 1,250,940.    1,528,870.      MT  (+/- 180 meters Scaled)
 HZ0894
 HZ0894                          SUPERSEDED SURVEY CONTROL
 HZ0894
 HZ0894  NGVD 29 (??/??/92)  142.653  (m)          468.02   (f) ADJ UNCH    1 2
 HZ0894
 HZ0894.Superseded values are not recommended for survey control.
 HZ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0894.See file dsdata.txt to determine how the superseded data were derived.
 HZ0894
 HZ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH377728(NAD 83)
 HZ0894_MARKER: DB = BENCH MARK DISK
 HZ0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0894_STAMPING: C 352 1954
 HZ0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0894+STABILITY: SURFACE MOTION
 HZ0894
 HZ0894  HISTORY     - Date     Condition        Report By
 HZ0894  HISTORY     - 1954     MONUMENTED       CGS
 HZ0894  HISTORY     - 1961     GOOD             NGS
 HZ0894
 HZ0894                          STATION DESCRIPTION
 HZ0894
 HZ0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0894'2 MI N FROM WISES LANDING.
 HZ0894'2.0 MILES NORTH ALONG A ROAD FROM THE BAPTIST CHURCH AT WISES
 HZ0894'LANDING, AT A RIGHT ANGLE CURVE IN ROAD WITH TANGENTS EXTENDING
 HZ0894'EAST AND NORTH, ABOUT 0.1 MILE WEST OF A WHITE FRAME HOUSE AND
 HZ0894'A RIGHT ANGLE TURN IN ROAD WITH TANGENTS EXTENDING WEST AND
 HZ0894'SOUTH, 25 FEET SOUTHWEST OF CENTER LINE OF ROAD, 31 FEET NORTH AND
 HZ0894'ACROSS A DIM ROAD WEST TO OHIO RIVER FROM A 28-INCH WILD CHERRY
 HZ0894'TREE, 11 FEET NORTH OF CENTER LINE OF DIM ROAD WEST TO RIVER,
 HZ0894'11 FEET SOUTH OF CENTER LINE OF A FIELD ROAD WEST, 11 FEET
 HZ0894'EAST OF A 40-INCH FORKED ELM TREE, 2 FEET EAST OF A WHITE
 HZ0894'WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND
 HZ0894'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HZ0894
 HZ0894                          STATION RECOVERY (1961)
 HZ0894
 HZ0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HZ0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0932 ***********************************************************************
 HZ0932  DESIGNATION -  C 353
 HZ0932  PID         -  HZ0932
 HZ0932  STATE/COUNTY-  KY/CARROLL
 HZ0932  USGS QUAD   -  CARROLLTON (1994)
 HZ0932
 HZ0932                         *CURRENT SURVEY CONTROL
 HZ0932  ___________________________________________________________________
 HZ0932* NAD 83(1986)-  38 40 55.     (N)    085 10 05.     (W)     SCALED    
 HZ0932* NAVD 88     -       150.474  (meters)     493.68   (feet)  ADJUSTED  
 HZ0932  ___________________________________________________________________
 HZ0932  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ0932  DYNAMIC HT  -         150.376 (meters)     493.36  (feet)  COMP
 HZ0932  MODELED GRAV-     979,979.7   (mgal)                       NAVD 88
 HZ0932
 HZ0932  VERT ORDER  -  FIRST     CLASS II
 HZ0932
 HZ0932.The horizontal coordinates were scaled from a topographic map and have
 HZ0932.an estimated accuracy of +/- 6 seconds.
 HZ0932
 HZ0932.The orthometric height was determined by differential leveling
 HZ0932.and adjusted by the National Geodetic Survey in June 1991..
 HZ0932
 HZ0932.The geoid height was determined by GEOID03.
 HZ0932
 HZ0932.The dynamic height is computed by dividing the NAVD 88
 HZ0932.geopotential number by the normal gravity value computed on the
 HZ0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0932.degrees latitude (g = 980.6199 gals.).
 HZ0932
 HZ0932.The modeled gravity was interpolated from observed gravity values.
 HZ0932
 HZ0932;                    North         East    Units  Estimated Accuracy
 HZ0932;SPC KY1Z     - 1,260,820.    1,550,640.      MT  (+/- 180 meters Scaled)
 HZ0932
 HZ0932                          SUPERSEDED SURVEY CONTROL
 HZ0932
 HZ0932  NGVD 29 (??/??/92)  150.652  (m)          494.26   (f) ADJ UNCH    1 2
 HZ0932
 HZ0932.Superseded values are not recommended for survey control.
 HZ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0932.See file dsdata.txt to determine how the superseded data were derived.
 HZ0932
 HZ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH593830(NAD 83)
 HZ0932_MARKER: DB = BENCH MARK DISK
 HZ0932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0932_SP_SET: BUILDING
 HZ0932_STAMPING: C 353 1954
 HZ0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0932+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003
 HZ0932
 HZ0932  HISTORY     - Date     Condition        Report By
 HZ0932  HISTORY     - 1954     MONUMENTED       CGS
 HZ0932  HISTORY     - 1964     GOOD             NGS
 HZ0932  HISTORY     - 20030307 GOOD             KYDT
 HZ0932
 HZ0932                          STATION DESCRIPTION
 HZ0932
 HZ0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0932'0.6 MI E FROM CARROLLTON.
 HZ0932'0.65 MILE EAST ALONG U.S. HIGHWAY 42 FROM THE COURTHOUSE AT
 HZ0932'CARROLLTON, ABOUT 0.1 MILE EAST OF THE JUNCTION OF STATE
 HZ0932'HIGHWAY 320 LEADING SOUTHEAST, SET VERTICALLY IN THE SOUTH FACE
 HZ0932'OF THE MARKET BASKET GROCERY STORE, 1 FOOT WEST OF SOUTHEAST
 HZ0932'CORNER OF BUILDING AND ABOUT 2 FEET ABOVE SIDE WALK.
 HZ0932
 HZ0932                          STATION RECOVERY (1964)
 HZ0932
 HZ0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0932'RECOVERED IN GOOD CONDITION.
 HZ0932
 HZ0932                          STATION RECOVERY (2003)
 HZ0932
 HZ0932'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0932'STORE BUILDING NOW VACANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1084 ***********************************************************************
 HY1084  DESIGNATION -  C 354
 HY1084  PID         -  HY1084
 HY1084  STATE/COUNTY-  KY/GREENUP
 HY1084  USGS QUAD   -  PORTSMOUTH (1975)
 HY1084
 HY1084                         *CURRENT SURVEY CONTROL
 HY1084  ___________________________________________________________________
 HY1084* NAD 83(1986)-  38 43 27.     (N)    082 57 11.     (W)     SCALED    
 HY1084* NAVD 88     -       163.666  (meters)     536.96   (feet)  ADJUSTED  
 HY1084  ___________________________________________________________________
 HY1084  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HY1084  DYNAMIC HT  -         163.563 (meters)     536.62  (feet)  COMP
 HY1084  MODELED GRAV-     979,997.6   (mgal)                       NAVD 88
 HY1084
 HY1084  VERT ORDER  -  FIRST     CLASS I
 HY1084
 HY1084.The horizontal coordinates were scaled from a topographic map and have
 HY1084.an estimated accuracy of +/- 6 seconds.
 HY1084
 HY1084.The orthometric height was determined by differential leveling
 HY1084.and adjusted by the National Geodetic Survey in June 1991..
 HY1084.WARNING-Repeat measurements at this control monument indicate possible
 HY1084.vertical movement.
 HY1084
 HY1084.The geoid height was determined by GEOID03.
 HY1084
 HY1084.The dynamic height is computed by dividing the NAVD 88
 HY1084.geopotential number by the normal gravity value computed on the
 HY1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1084.degrees latitude (g = 980.6199 gals.).
 HY1084
 HY1084.The modeled gravity was interpolated from observed gravity values.
 HY1084
 HY1084;                    North         East    Units  Estimated Accuracy
 HY1084;SPC KY1Z     - 1,269,000.    1,743,190.      MT  (+/- 180 meters Scaled)
 HY1084
 HY1084                          SUPERSEDED SURVEY CONTROL
 HY1084
 HY1084  NGVD 29 (??/??/92)  163.854  (m)          537.58   (f) ADJ UNCH    1 1
 HY1084
 HY1084.Superseded values are not recommended for survey control.
 HY1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1084.See file dsdata.txt to determine how the superseded data were derived.
 HY1084
 HY1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC302879(NAD 83)
 HY1084_MARKER: DB = BENCH MARK DISK
 HY1084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1084_SP_SET: ABUTMENT
 HY1084_STAMPING: C 354 1956
 HY1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1084
 HY1084  HISTORY     - Date     Condition        Report By
 HY1084  HISTORY     - 1956     MONUMENTED       CGS
 HY1084  HISTORY     - 1967     GOOD             NGS
 HY1084  HISTORY     - 1979     GOOD             LOCENG
 HY1084
 HY1084                          STATION DESCRIPTION
 HY1084
 HY1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1084'2.7 MI E FROM SOUTH PORTSMOUTH.
 HY1084'ABOUT 2.7 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY1084'THE STATION AT SOUTH PORTSMOUTH, SET ON THE TOP OF THE SOUTH
 HY1084'END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NO. 547.5 OVER
 HY1084'TYGARTS CREEK, 8 FEET SOUTH OF THE SOUTH RAIL OF THE NEAR TRACK
 HY1084'AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 HY1084
 HY1084                          STATION RECOVERY (1979)
 HY1084
 HY1084'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0827 ***********************************************************************
 HY0827  DESIGNATION -  C 355
 HY0827  PID         -  HY0827
 HY0827  STATE/COUNTY-  KY/BOYD
 HY0827  USGS QUAD   -  ASHLAND (1985)
 HY0827
 HY0827                         *CURRENT SURVEY CONTROL
 HY0827  ___________________________________________________________________
 HY0827* NAD 83(1986)-  38 29 48.     (N)    082 40 14.     (W)     SCALED    
 HY0827* NAVD 88     -       166.962  (meters)     547.77   (feet)  ADJUSTED  
 HY0827  ___________________________________________________________________
 HY0827  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HY0827  DYNAMIC HT  -         166.853 (meters)     547.42  (feet)  COMP
 HY0827  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 HY0827
 HY0827  VERT ORDER  -  FIRST     CLASS II
 HY0827
 HY0827.The horizontal coordinates were scaled from a topographic map and have
 HY0827.an estimated accuracy of +/- 6 seconds.
 HY0827
 HY0827.The orthometric height was determined by differential leveling
 HY0827.and adjusted by the National Geodetic Survey in June 1991..
 HY0827
 HY0827.The geoid height was determined by GEOID03.
 HY0827
 HY0827.The dynamic height is computed by dividing the NAVD 88
 HY0827.geopotential number by the normal gravity value computed on the
 HY0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0827.degrees latitude (g = 980.6199 gals.).
 HY0827
 HY0827.The modeled gravity was interpolated from observed gravity values.
 HY0827
 HY0827;                    North         East    Units  Estimated Accuracy
 HY0827;SPC KY1Z     - 1,244,530.    1,768,580.      MT  (+/- 180 meters Scaled)
 HY0827
 HY0827                          SUPERSEDED SURVEY CONTROL
 HY0827
 HY0827  NGVD 29 (??/??/92)  167.156  (m)          548.41   (f) ADJ UNCH    1 2
 HY0827
 HY0827.Superseded values are not recommended for survey control.
 HY0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0827.See file dsdata.txt to determine how the superseded data were derived.
 HY0827
 HY0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC543622(NAD 83)
 HY0827_MARKER: DB = BENCH MARK DISK
 HY0827_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HY0827_STAMPING: C 355 1956
 HY0827_MARK LOGO: CGS   
 HY0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0827+STABILITY: POSITION/ELEVATION WELL
 HY0827
 HY0827  HISTORY     - Date     Condition        Report By
 HY0827  HISTORY     - 1956     MONUMENTED       CGS
 HY0827  HISTORY     - 1984     GOOD             KYDT
 HY0827  HISTORY     - 1984     GOOD             NGS
 HY0827  HISTORY     - 20000424 MARK NOT FOUND   KYDT
 HY0827
 HY0827                          STATION DESCRIPTION
 HY0827
 HY0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0827'1.8 MI NW FROM ASHLAND.
 HY0827'ABOUT 1.85 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0827'FROM THE STATION AT ASHLAND, ABOUT 85 YARDS WEST OF MILE POST
 HY0827'521, AT A NORTH-SOUTH BLACK TOP ROAD CROSSING, 33.8 FEET SOUTH
 HY0827'OF SOUTH RAIL OF SOUTH TRACK, 19 FEET WEST OF CENTER LINE OF
 HY0827'ROAD, SET VERTICALLY ABOUT 4 FEET ABOVE GROUND IN THE EAST
 HY0827'FACE OF 3-STORY BRICK AND GLASS BUILDING OF NATIONAL MILE SERVICE
 HY0827'COMPANY, 1.7 FEET SOUTH OF NORTHEAST CORNER OF BUILDING AND ABOUT
 HY0827'2 FEET ABOVE LEVEL OF TRACK.
 HY0827
 HY0827                          STATION RECOVERY (1984)
 HY0827
 HY0827'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 HY0827'RECOVERED IN GOOD CONDITION.
 HY0827
 HY0827                          STATION RECOVERY (1984)
 HY0827
 HY0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0827'RECOVERED IN GOOD CONDITION.
 HY0827
 HY0827                          STATION RECOVERY (2000)
 HY0827
 HY0827'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY0827'THERE IS A ONE STORY BUILDING, MEMBERS CHOICE CREDIT UNION, AT THIS
 HY0827'LOCATION NOW, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0509 ***********************************************************************
 GD0509  DESIGNATION -  C 356
 GD0509  PID         -  GD0509
 GD0509  STATE/COUNTY-  KY/FULTON
 GD0509  USGS QUAD   -  HICKMAN (1983)
 GD0509
 GD0509                         *CURRENT SURVEY CONTROL
 GD0509  ___________________________________________________________________
 GD0509* NAD 83(1986)-  36 34 59.     (N)    089 09 48.     (W)     SCALED    
 GD0509* NAVD 88     -        93.490  (meters)     306.73   (feet)  ADJUSTED  
 GD0509  ___________________________________________________________________
 GD0509  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GD0509  DYNAMIC HT  -          93.418 (meters)     306.49  (feet)  COMP
 GD0509  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 GD0509
 GD0509  VERT ORDER  -  FIRST     CLASS II
 GD0509
 GD0509.The horizontal coordinates were scaled from a topographic map and have
 GD0509.an estimated accuracy of +/- 6 seconds.
 GD0509
 GD0509.The orthometric height was determined by differential leveling
 GD0509.and adjusted by the National Geodetic Survey in June 1991..
 GD0509
 GD0509.The geoid height was determined by GEOID03.
 GD0509
 GD0509.The dynamic height is computed by dividing the NAVD 88
 GD0509.geopotential number by the normal gravity value computed on the
 GD0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0509.degrees latitude (g = 980.6199 gals.).
 GD0509
 GD0509.The modeled gravity was interpolated from observed gravity values.
 GD0509
 GD0509;                    North         East    Units  Estimated Accuracy
 GD0509;SPC KY1Z     - 1,033,300.    1,194,540.      MT  (+/- 180 meters Scaled)
 GD0509
 GD0509                          SUPERSEDED SURVEY CONTROL
 GD0509
 GD0509  NGVD 29 (??/??/??)   93.418  (m)          306.49   (f) ADJUSTED    1 2
 GD0509
 GD0509.Superseded values are not recommended for survey control.
 GD0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0509.See file dsdata.txt to determine how the superseded data were derived.
 GD0509
 GD0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF064507(NAD 83)
 GD0509_MARKER: DB = BENCH MARK DISK
 GD0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0509_STAMPING: C 356 1957
 GD0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0509+STABILITY: SURFACE MOTION
 GD0509
 GD0509  HISTORY     - Date     Condition        Report By
 GD0509  HISTORY     - 1957     MONUMENTED       CGS
 GD0509  HISTORY     - 1970     MARK NOT FOUND   USGS
 GD0509
 GD0509                          STATION DESCRIPTION
 GD0509
 GD0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0509'2.8 MI NE FROM HICKMAN.
 GD0509'ABOUT 1.7 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE
 GD0509'AT HICKMAN, THENCE ABOUT 1.1 MILES NORTH ALONG A PAVED AND GRAVEL
 GD0509'ROAD, NEAR THE FOOT OF A HILL AND AT A CURVE IN ROAD, ABOUT 0.1
 GD0509'MILE SOUTHEAST OF A BRIDGE OVER BAYOU DU CHIEN, 16 FEET EAST OF
 GD0509'CENTER LINE OF ROAD, 39 1/2 FEET SOUTH OF A FENCE CORNER, 8 FEET
 GD0509'NORTH OF A CLUSTER OF THREE PECAN TREES, 2 FEET EAST OF A FENCE
 GD0509'LINE, 2 FEET SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT
 GD0509'BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 GD0509'PROJECTING 4 INCHES.
 GD0509
 GD0509                          STATION RECOVERY (1970)
 GD0509
 GD0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GD0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0039 ***********************************************************************
 HA0039  DESIGNATION -  C 356
 HA0039  PID         -  HA0039
 HA0039  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0039  USGS QUAD   -  HARDINSBURG (1993)
 HA0039
 HA0039                         *CURRENT SURVEY CONTROL
 HA0039  ___________________________________________________________________
 HA0039* NAD 83(1986)-  37 45 05.     (N)    086 24 34.     (W)     SCALED    
 HA0039* NAVD 88     -       228.191  (meters)     748.66   (feet)  ADJUSTED  
 HA0039  ___________________________________________________________________
 HA0039  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HA0039  DYNAMIC HT  -         228.025 (meters)     748.11  (feet)  COMP
 HA0039  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 HA0039
 HA0039  VERT ORDER  -  SECOND    CLASS 0
 HA0039
 HA0039.The horizontal coordinates were scaled from a topographic map and have
 HA0039.an estimated accuracy of +/- 6 seconds.
 HA0039
 HA0039.The orthometric height was determined by differential leveling
 HA0039.and adjusted by the National Geodetic Survey in June 1991..
 HA0039
 HA0039.The geoid height was determined by GEOID03.
 HA0039
 HA0039.The dynamic height is computed by dividing the NAVD 88
 HA0039.geopotential number by the normal gravity value computed on the
 HA0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0039.degrees latitude (g = 980.6199 gals.).
 HA0039
 HA0039.The modeled gravity was interpolated from observed gravity values.
 HA0039
 HA0039;                    North         East    Units  Estimated Accuracy
 HA0039;SPC KY1Z     - 1,157,580.    1,441,890.      MT  (+/- 180 meters Scaled)
 HA0039
 HA0039                          SUPERSEDED SURVEY CONTROL
 HA0039
 HA0039  NGVD 29 (??/??/92)  228.328  (m)          749.11   (f) ADJ UNCH    2 0
 HA0039
 HA0039.Superseded values are not recommended for survey control.
 HA0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0039.See file dsdata.txt to determine how the superseded data were derived.
 HA0039
 HA0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG520783(NAD 83)
 HA0039_MARKER: DB = BENCH MARK DISK
 HA0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0039_SP_SET: CULVERT
 HA0039_STAMPING: C 356 1954
 HA0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0039
 HA0039  HISTORY     - Date     Condition        Report By
 HA0039  HISTORY     - 1954     MONUMENTED       CGS
 HA0039
 HA0039                          STATION DESCRIPTION
 HA0039
 HA0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0039'AT HARNED.
 HA0039'AT HARNED, ABOUT 110 YARDS WEST ALONG U.S. HIGHWAY 60 FROM THE
 HA0039'JUNCTION OF STATE HIGHWAY 65 LEADING SOUTH, 93 YARDS EAST OF THE
 HA0039'POST OFFICE AT HARNED, IN THE TOP OF THE WEST END OF THE NORTH
 HA0039'CONCRETE HEAD WALL OF A 15-INCH PIPE CULVERT UNDER HIGHWAY, 18
 HA0039'FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT BELOW LEVEL
 HA0039'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1761 ***********************************************************************
 HA1761  DESIGNATION -  C 356 RESET
 HA1761  PID         -  HA1761
 HA1761  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1761  USGS QUAD   -  HARDINSBURG (1993)
 HA1761
 HA1761                         *CURRENT SURVEY CONTROL
 HA1761  ___________________________________________________________________
 HA1761* NAD 83(1986)-  37 45 05.     (N)    086 24 34.     (W)     SCALED    
 HA1761* NAVD 88     -       231.01   (meters)     757.9    (feet)  RESET     
 HA1761  ___________________________________________________________________
 HA1761  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HA1761
 HA1761  VERT ORDER  -  THIRD
 HA1761
 HA1761.The horizontal coordinates were scaled from a topographic map and have
 HA1761.an estimated accuracy of +/- 6 seconds.
 HA1761
 HA1761.The orthometric height was computed from unverified reset data.
 HA1761.No vertical observational check was made to the station.
 HA1761
 HA1761.The geoid height was determined by GEOID03.
 HA1761
 HA1761;                    North         East    Units  Estimated Accuracy
 HA1761;SPC KY1Z     - 1,157,580.    1,441,890.      MT  (+/- 180 meters Scaled)
 HA1761
 HA1761                          SUPERSEDED SURVEY CONTROL
 HA1761
 HA1761  NGVD 29 (10/08/05)  231.15   (m)          758.4    (f) RESET       3  
 HA1761
 HA1761.Superseded values are not recommended for survey control.
 HA1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1761.See file dsdata.txt to determine how the superseded data were derived.
 HA1761
 HA1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG520783(NAD 83)
 HA1761_MARKER: DB = BENCH MARK DISK
 HA1761_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HA1761+WITH SETTING: PAVEMENT
 HA1761_SP_SET: CONCRETE PORCH
 HA1761_STAMPING: C 356 RESET 1986
 HA1761_MARK LOGO: KYDT  
 HA1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1761+STABILITY: SURFACE MOTION
 HA1761
 HA1761  HISTORY     - Date     Condition        Report By
 HA1761  HISTORY     - 1986     MONUMENTED       KYDT
 HA1761
 HA1761                          STATION DESCRIPTION
 HA1761
 HA1761'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1986
 HA1761'IN HARNED.
 HA1761'SET IN THE SOUTHEAST CORNER OF THE CONCRETE PORCH OF THE HARNED POST
 HA1761'OFFICE WHICH IS ABOUT 250 FT SOUTH OF THE JUNCTION OF US HIGHWAY 60
 HA1761'AND STATE ROUTE 79, 63 FT WEST OF THE CENTER OF ROUTE 79, 8 FT EAST
 HA1761'OF THE SOUTHEAST CORNER OF THE POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0463 ***********************************************************************
 GD0463  DESIGNATION -  C 358
 GD0463  PID         -  GD0463
 GD0463  STATE/COUNTY-  KY/BALLARD
 GD0463  USGS QUAD   -  WICKLIFFE (1983)
 GD0463
 GD0463                         *CURRENT SURVEY CONTROL
 GD0463  ___________________________________________________________________
 GD0463* NAD 83(1986)-  36 57 56.     (N)    089 05 19.     (W)     SCALED    
 GD0463* NAVD 88     -       111.784  (meters)     366.74   (feet)  ADJUSTED  
 GD0463  ___________________________________________________________________
 GD0463  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0463  DYNAMIC HT  -         111.701 (meters)     366.47  (feet)  COMP
 GD0463  MODELED GRAV-     979,882.5   (mgal)                       NAVD 88
 GD0463
 GD0463  VERT ORDER  -  FIRST     CLASS I
 GD0463
 GD0463.The horizontal coordinates were scaled from a topographic map and have
 GD0463.an estimated accuracy of +/- 6 seconds.
 GD0463
 GD0463.The orthometric height was determined by differential leveling
 GD0463.and adjusted by the National Geodetic Survey in June 1991..
 GD0463.WARNING-Repeat measurements at this control monument indicate possible
 GD0463.vertical movement.
 GD0463
 GD0463.The geoid height was determined by GEOID03.
 GD0463
 GD0463.The dynamic height is computed by dividing the NAVD 88
 GD0463.geopotential number by the normal gravity value computed on the
 GD0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0463.degrees latitude (g = 980.6199 gals.).
 GD0463
 GD0463.The modeled gravity was interpolated from observed gravity values.
 GD0463
 GD0463;                    North         East    Units  Estimated Accuracy
 GD0463;SPC KY1Z     - 1,075,490.    1,202,750.      MT  (+/- 180 meters Scaled)
 GD0463
 GD0463                          SUPERSEDED SURVEY CONTROL
 GD0463
 GD0463  NGVD 29 (??/??/??)  111.665  (m)          366.35   (f) ADJUSTED    1 1
 GD0463
 GD0463.Superseded values are not recommended for survey control.
 GD0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0463.See file dsdata.txt to determine how the superseded data were derived.
 GD0463
 GD0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF140930(NAD 83)
 GD0463_MARKER: DB = BENCH MARK DISK
 GD0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0463_SP_SET: BUILDING
 GD0463_STAMPING: C 358 1957
 GD0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0463
 GD0463  HISTORY     - Date     Condition        Report By
 GD0463  HISTORY     - 1957     MONUMENTED       CGS
 GD0463  HISTORY     - 1974     GOOD             NGS
 GD0463  HISTORY     - 20020813 MARK NOT FOUND   USACE
 GD0463
 GD0463                          STATION DESCRIPTION
 GD0463
 GD0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0463'AT WICKLIFFE.
 GD0463'AT WICKLIFFE, IN THE NORTHWEST CORNER OF THE COURTHOUSE YARD,
 GD0463'29 3/4 FEET EAST OF THE EAST CURB OF FOURTH STREET, 39 1/2 FEET SOUTH
 GD0463'OF THE CENTER LINE OF OHIO STREET, 109 1/2 FEET NORTHWEST OF
 GD0463'NORTHWEST CORNER OF COURTHOUSE, 2 1/4 FEET SOUTH OF SOUTHEAST LEG
 GD0463'OF A STEEL TOWER SUPPORTING A BELL, 116 FEET NORTH OF NORTH EDGE
 GD0463'OF MAIN ENTRANCE WALK TO COURTHOUSE, AND IS A DISK ON COPPER
 GD0463'COATED STEEL ROD ABOUT 2 1/2 INCHES UNDERGROUND AND PROTECTED BY
 GD0463'A 4-INCH TILE ABOUT FLUSH WITH GROUND.
 GD0463
 GD0463                          STATION RECOVERY (2002)
 GD0463
 GD0463'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0463'STREET HAS BEEN WIDENED AND SIDEWALK HAS BEEN PAVED. MONUMENT IS UNDER
 GD0463'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0054 ***********************************************************************
 HZ0054  DESIGNATION -  C 36
 HZ0054  PID         -  HZ0054
 HZ0054  STATE/COUNTY-  KY/PENDLETON
 HZ0054  USGS QUAD   -  BERRY (1953)
 HZ0054
 HZ0054                         *CURRENT SURVEY CONTROL
 HZ0054  ___________________________________________________________________
 HZ0054* NAD 83(1986)-  38 36 12.     (N)    084 23 52.     (W)     SCALED    
 HZ0054* NAVD 88     -       194.465  (meters)     638.01   (feet)  ADJUSTED  
 HZ0054  ___________________________________________________________________
 HZ0054  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 HZ0054  DYNAMIC HT  -         194.332 (meters)     637.57  (feet)  COMP
 HZ0054  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 HZ0054
 HZ0054  VERT ORDER  -  SECOND    CLASS 0
 HZ0054
 HZ0054.The horizontal coordinates were scaled from a topographic map and have
 HZ0054.an estimated accuracy of +/- 6 seconds.
 HZ0054
 HZ0054.The orthometric height was determined by differential leveling
 HZ0054.and adjusted by the National Geodetic Survey in June 1991..
 HZ0054
 HZ0054.The geoid height was determined by GEOID03.
 HZ0054
 HZ0054.The dynamic height is computed by dividing the NAVD 88
 HZ0054.geopotential number by the normal gravity value computed on the
 HZ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0054.degrees latitude (g = 980.6199 gals.).
 HZ0054
 HZ0054.The modeled gravity was interpolated from observed gravity values.
 HZ0054
 HZ0054;                    North         East    Units  Estimated Accuracy
 HZ0054;SPC KY1Z     - 1,252,790.    1,617,780.      MT  (+/- 180 meters Scaled)
 HZ0054
 HZ0054                          SUPERSEDED SURVEY CONTROL
 HZ0054
 HZ0054  NGVD 29 (??/??/92)  194.685  (m)          638.73   (f) ADJ UNCH    2 0
 HZ0054
 HZ0054.Superseded values are not recommended for survey control.
 HZ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0054.See file dsdata.txt to determine how the superseded data were derived.
 HZ0054
 HZ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH266759(NAD 83)
 HZ0054_MARKER: DB = BENCH MARK DISK
 HZ0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0054_STAMPING: C 36 1935 638.729
 HZ0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0054+STABILITY: SURFACE MOTION
 HZ0054
 HZ0054  HISTORY     - Date     Condition        Report By
 HZ0054  HISTORY     - 1935     MONUMENTED       CGS
 HZ0054  HISTORY     - 1955     GOOD             NGS
 HZ0054
 HZ0054                          STATION DESCRIPTION
 HZ0054
 HZ0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0054'AT MORGAN.
 HZ0054'AT MORGAN, 0.1 MILE NORTH OF THE RAILROAD STATION ALONG THE
 HZ0054'LOUISVILLE AND NASHVILLE RAILROAD, AT POINT WHERE POWER LINE CROSSES
 HZ0054'THE TRACKS, 37.9 FEET EAST OF THE EAST RAIL OF THE NORTH BOUND
 HZ0054'TRACK, 11.0 FEET WEST OF THE CENTER OF A NARROW ROAD PARELLELING
 HZ0054'THE TRACK, 6 FEET SOUTHWEST OF A POLE, 1 FOOT ABOVE THE LEVEL
 HZ0054'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0048 ***********************************************************************
 GD0048  DESIGNATION -  C 36 TVA
 GD0048  PID         -  GD0048
 GD0048  STATE/COUNTY-  KY/TRIGG
 GD0048  USGS QUAD   -  FENTON (1986)
 GD0048
 GD0048                         *CURRENT SURVEY CONTROL
 GD0048  ___________________________________________________________________
 GD0048* NAD 83(1986)-  36 51 01.     (N)    088 05 03.     (W)     SCALED    
 GD0048* NAVD 88     -       163.451  (meters)     536.26   (feet)  ADJUSTED  
 GD0048  ___________________________________________________________________
 GD0048  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0048  DYNAMIC HT  -         163.324 (meters)     535.84  (feet)  COMP
 GD0048  MODELED GRAV-     979,850.3   (mgal)                       NAVD 88
 GD0048
 GD0048  VERT ORDER  -  FIRST     CLASS II
 GD0048
 GD0048.The horizontal coordinates were scaled from a topographic map and have
 GD0048.an estimated accuracy of +/- 6 seconds.
 GD0048
 GD0048.The orthometric height was determined by differential leveling
 GD0048.and adjusted by the National Geodetic Survey in June 1991..
 GD0048
 GD0048.The geoid height was determined by GEOID03.
 GD0048
 GD0048.The dynamic height is computed by dividing the NAVD 88
 GD0048.geopotential number by the normal gravity value computed on the
 GD0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0048.degrees latitude (g = 980.6199 gals.).
 GD0048
 GD0048.The modeled gravity was interpolated from observed gravity values.
 GD0048
 GD0048;                    North         East    Units  Estimated Accuracy
 GD0048;SPC KY1Z     - 1,059,980.    1,291,830.      MT  (+/- 180 meters Scaled)
 GD0048
 GD0048                          SUPERSEDED SURVEY CONTROL
 GD0048
 GD0048  NGVD 29 (??/??/??)  163.518  (m)          536.48   (f) ADJUSTED    1 2
 GD0048
 GD0048.Superseded values are not recommended for survey control.
 GD0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0048.See file dsdata.txt to determine how the superseded data were derived.
 GD0048
 GD0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF033788(NAD 83)
 GD0048_MARKER: Z = SEE DESCRIPTION
 GD0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0048_STAMPING: C 36 N 16 32W
 GD0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0048+STABILITY: SURFACE MOTION
 GD0048
 GD0048  HISTORY     - Date     Condition        Report By
 GD0048  HISTORY     - UNK      MONUMENTED       TVA
 GD0048  HISTORY     - 1946     GOOD             CGS
 GD0048
 GD0048                          STATION DESCRIPTION
 GD0048
 GD0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0048'10.4 MI NW FROM GOLDEN POND.
 GD0048'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0048'AT GOLDEN POND, THENCE ABOUT 7.75 MILES NORTH ALONG THE DIVIDING
 GD0048'RIDGE ROAD, ABOUT 0.35 MILE NORTHEAST OF GOVERNMENT CABIN NO. 1
 GD0048'AND THE JUNCTION OF A ROAD LEADING SOUTH, 31 FEET EAST OF THE
 GD0048'CENTER LINE OF THE ROAD, 16 FEET SOUTH OF A 14 INCH BLAZED OAK
 GD0048'TREE, ABOUT 2 FEET BELOW THE ROAD AND SET IN THE TOP OF A
 GD0048'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1037 ***********************************************************************
 HA1037  DESIGNATION -  C 369
 HA1037  PID         -  HA1037
 HA1037  STATE/COUNTY-  KY/HENDERSON
 HA1037  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1037
 HA1037                         *CURRENT SURVEY CONTROL
 HA1037  ___________________________________________________________________
 HA1037* NAD 83(1986)-  37 53 49.     (N)    087 33 13.     (W)     SCALED    
 HA1037* NAVD 88     -       117.960  (meters)     387.01   (feet)  ADJUSTED  
 HA1037  ___________________________________________________________________
 HA1037  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HA1037  DYNAMIC HT  -         117.879 (meters)     386.74  (feet)  COMP
 HA1037  MODELED GRAV-     979,941.1   (mgal)                       NAVD 88
 HA1037
 HA1037  VERT ORDER  -  FIRST     CLASS II
 HA1037
 HA1037.The horizontal coordinates were scaled from a topographic map and have
 HA1037.an estimated accuracy of +/- 6 seconds.
 HA1037
 HA1037.The orthometric height was determined by differential leveling
 HA1037.and adjusted by the National Geodetic Survey in June 1991..
 HA1037
 HA1037.The geoid height was determined by GEOID03.
 HA1037
 HA1037.The dynamic height is computed by dividing the NAVD 88
 HA1037.geopotential number by the normal gravity value computed on the
 HA1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1037.degrees latitude (g = 980.6199 gals.).
 HA1037
 HA1037.The modeled gravity was interpolated from observed gravity values.
 HA1037
 HA1037;                    North         East    Units  Estimated Accuracy
 HA1037;SPC KY1Z     - 1,175,070.    1,341,390.      MT  (+/- 180 meters Scaled)
 HA1037
 HA1037                          SUPERSEDED SURVEY CONTROL
 HA1037
 HA1037  NGVD 29 (??/??/92)  118.053  (m)          387.31   (f) ADJ UNCH    1 2
 HA1037
 HA1037.Superseded values are not recommended for survey control.
 HA1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1037.See file dsdata.txt to determine how the superseded data were derived.
 HA1037
 HA1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG513945(NAD 83)
 HA1037_MARKER: DB = BENCH MARK DISK
 HA1037_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HA1037_SP_SET: BRIDGE ABUTMENT
 HA1037_STAMPING: C 369 1965
 HA1037_MARK LOGO: CGS   
 HA1037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1037+STABILITY: POSITION/ELEVATION WELL
 HA1037
 HA1037  HISTORY     - Date     Condition        Report By
 HA1037  HISTORY     - 1965     MONUMENTED       CGS
 HA1037  HISTORY     - 1985     GOOD             NGS
 HA1037
 HA1037                          STATION DESCRIPTION
 HA1037
 HA1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1037'3.2 MI N FROM HENDERSON.
 HA1037'ABOUT 3.15 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE U.S.
 HA1037'HIGHWAYS 60 AND 641 OVERPASS AT HENDERSON, SET IN THE TOP OF THE
 HA1037'EAST END OF THE SOUTH CONCRETE ABUTMENT OF A NEW STEEL BRIDGE
 HA1037'OVER THE OHIO RIVER, 24 FEET EAST OF THE CENTER LINE OF THE
 HA1037'HIGHWAY, 4.8 FEET EAST OF THE EAST SIDE OF A CONCRETE AND PIPE
 HA1037'RAILING, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 HA1037
 HA1037                          STATION RECOVERY (1985)
 HA1037
 HA1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1529 ***********************************************************************
 HY1529  DESIGNATION -  C 37
 HY1529  PID         -  HY1529
 HY1529  STATE/COUNTY-  KY/ROWAN
 HY1529  USGS QUAD   -  MOREHEAD (1978)
 HY1529
 HY1529                         *CURRENT SURVEY CONTROL
 HY1529  ___________________________________________________________________
 HY1529* NAD 83(1986)-  38 09 05.     (N)    083 29 28.     (W)     SCALED    
 HY1529* NAVD 88     -       208.710  (meters)     684.74   (feet)  ADJUSTED  
 HY1529  ___________________________________________________________________
 HY1529  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HY1529  DYNAMIC HT  -         208.566 (meters)     684.27  (feet)  COMP
 HY1529  MODELED GRAV-     979,931.8   (mgal)                       NAVD 88
 HY1529
 HY1529  VERT ORDER  -  SECOND    CLASS 0
 HY1529
 HY1529.The horizontal coordinates were scaled from a topographic map and have
 HY1529.an estimated accuracy of +/- 6 seconds.
 HY1529
 HY1529.The orthometric height was determined by differential leveling
 HY1529.and adjusted by the National Geodetic Survey in June 1991..
 HY1529
 HY1529.The geoid height was determined by GEOID03.
 HY1529
 HY1529.The dynamic height is computed by dividing the NAVD 88
 HY1529.geopotential number by the normal gravity value computed on the
 HY1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1529.degrees latitude (g = 980.6199 gals.).
 HY1529
 HY1529.The modeled gravity was interpolated from observed gravity values.
 HY1529
 HY1529;                    North         East    Units  Estimated Accuracy
 HY1529;SPC KY1Z     - 1,204,170.    1,697,960.      MT  (+/- 180 meters Scaled)
 HY1529
 HY1529                          SUPERSEDED SURVEY CONTROL
 HY1529
 HY1529  NGVD 29 (??/??/92)  208.861  (m)          685.24   (f) ADJ UNCH    2 0
 HY1529
 HY1529.Superseded values are not recommended for survey control.
 HY1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1529.See file dsdata.txt to determine how the superseded data were derived.
 HY1529
 HY1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC817255(NAD 83)
 HY1529_MARKER: DB = BENCH MARK DISK
 HY1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1529_STAMPING: C 37 1935 685.238
 HY1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1529+STABILITY: SURFACE MOTION
 HY1529
 HY1529  HISTORY     - Date     Condition        Report By
 HY1529  HISTORY     - 1935     MONUMENTED       CGS
 HY1529  HISTORY     - 1955     GOOD             NGS
 HY1529
 HY1529                          STATION DESCRIPTION
 HY1529
 HY1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1529'4.2 MI SW FROM MOREHEAD.
 HY1529'4.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 HY1529'IN MOREHEAD, ABOUT 100 FEET SOUTH OF THE CENTER OF HIGHWAY,
 HY1529'ALONG THE CHESAPEAKE AND OHIO RAILROAD, 187.5 FEET EAST OF
 HY1529'MILEPOST 582, 30.5 FEET EAST OF EAST EDGE OF A MOTOR CAR SIDING,
 HY1529'15.0 FEET NORTH OF THE NORTH RAIL, 1 FOOT SOUTH OF A LINE OF
 HY1529'POLES TO EAST, 1.2 FEET SOUTHWEST OF LARGE STONE AT EAST EDGE
 HY1529'OF A FILL THAT HAS BEEN MADE FROM HIGHWAY TO TRACK, 2 FEET
 HY1529'BELOW THE LEVEL OF THE TRACK AND ABOUT LEVEL WITH THE HIGHWAY.
 HY1529'NOTE-- THIS IS 3.55 MILES WEST OF THE RAILROAD STATION AT FARMER
 HY1529'BY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0049 ***********************************************************************
 GD0049  DESIGNATION -  C 37 TVA
 GD0049  PID         -  GD0049
 GD0049  STATE/COUNTY-  KY/TRIGG
 GD0049  USGS QUAD   -  FENTON (1986)
 GD0049
 GD0049                         *CURRENT SURVEY CONTROL
 GD0049  ___________________________________________________________________
 GD0049* NAD 83(1986)-  36 50 36.     (N)    088 05 20.     (W)     SCALED    
 GD0049* NAVD 88     -       163.018  (meters)     534.83   (feet)  ADJUSTED  
 GD0049  ___________________________________________________________________
 GD0049  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GD0049  DYNAMIC HT  -         162.891 (meters)     534.42  (feet)  COMP
 GD0049  MODELED GRAV-     979,848.9   (mgal)                       NAVD 88
 GD0049
 GD0049  VERT ORDER  -  FIRST     CLASS II
 GD0049
 GD0049.The horizontal coordinates were scaled from a topographic map and have
 GD0049.an estimated accuracy of +/- 6 seconds.
 GD0049
 GD0049.The orthometric height was determined by differential leveling
 GD0049.and adjusted by the National Geodetic Survey in June 1991..
 GD0049
 GD0049.The geoid height was determined by GEOID03.
 GD0049
 GD0049.The dynamic height is computed by dividing the NAVD 88
 GD0049.geopotential number by the normal gravity value computed on the
 GD0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0049.degrees latitude (g = 980.6199 gals.).
 GD0049
 GD0049.The modeled gravity was interpolated from observed gravity values.
 GD0049
 GD0049;                    North         East    Units  Estimated Accuracy
 GD0049;SPC KY1Z     - 1,059,220.    1,291,390.      MT  (+/- 180 meters Scaled)
 GD0049
 GD0049                          SUPERSEDED SURVEY CONTROL
 GD0049
 GD0049  NGVD 29 (??/??/??)  163.084  (m)          535.05   (f) ADJUSTED    1 2
 GD0049
 GD0049.Superseded values are not recommended for survey control.
 GD0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0049.See file dsdata.txt to determine how the superseded data were derived.
 GD0049
 GD0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF029780(NAD 83)
 GD0049_MARKER: Z = SEE DESCRIPTION
 GD0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0049_STAMPING: C 37 S01 42E
 GD0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0049+STABILITY: SURFACE MOTION
 GD0049
 GD0049  HISTORY     - Date     Condition        Report By
 GD0049  HISTORY     - UNK      MONUMENTED       TVA
 GD0049  HISTORY     - 1946     GOOD             CGS
 GD0049
 GD0049                          STATION DESCRIPTION
 GD0049
 GD0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0049'9.6 MI NW FROM GOLDEN POND.
 GD0049'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0049'AT GOLDEN POND, THENCE ABOUT 7.0 MILES NORTH ALONG THE DIVIDING
 GD0049'RIDGE ROAD, ABOUT 0.3 MILE SOUTH OF THE JUNCTION WITH THE
 GD0049'IRONTON TRUCK TRAIL (EAST-WEST ROAD), 36 FEET WEST OF THE CENTER
 GD0049'LINE OF THE ROAD, 18.5 FEET SOUTHEAST OF A BLAZED TWIN OAK TREE,
 GD0049'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD AND SET IN THE TOP
 GD0049'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1815 ***********************************************************************
 GY1815  DESIGNATION -  C 370
 GY1815  PID         -  GY1815
 GY1815  STATE/COUNTY-  KY/MORGAN
 GY1815  USGS QUAD   -  CANNEL CITY (1993)
 GY1815
 GY1815                         *CURRENT SURVEY CONTROL
 GY1815  ___________________________________________________________________
 GY1815* NAD 83(1986)-  37 45 43.     (N)    083 19 33.     (W)     SCALED    
 GY1815* NAVD 88     -       294.084  (meters)     964.84   (feet)  ADJUSTED  
 GY1815  ___________________________________________________________________
 GY1815  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GY1815  DYNAMIC HT  -         293.862 (meters)     964.11  (feet)  COMP
 GY1815  MODELED GRAV-     979,868.2   (mgal)                       NAVD 88
 GY1815
 GY1815  VERT ORDER  -  FIRST     CLASS I
 GY1815
 GY1815.The horizontal coordinates were scaled from a topographic map and have
 GY1815.an estimated accuracy of +/- 6 seconds.
 GY1815
 GY1815.The orthometric height was determined by differential leveling
 GY1815.and adjusted by the National Geodetic Survey in June 1991..
 GY1815
 GY1815.The geoid height was determined by GEOID03.
 GY1815
 GY1815.The dynamic height is computed by dividing the NAVD 88
 GY1815.geopotential number by the normal gravity value computed on the
 GY1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1815.degrees latitude (g = 980.6199 gals.).
 GY1815
 GY1815.The modeled gravity was interpolated from observed gravity values.
 GY1815
 GY1815;                    North         East    Units  Estimated Accuracy
 GY1815;SPC KY1Z     - 1,161,330.    1,713,560.      MT  (+/- 180 meters Scaled)
 GY1815
 GY1815                          SUPERSEDED SURVEY CONTROL
 GY1815
 GY1815  NGVD 29 (??/??/92)  294.237  (m)          965.34   (f) ADJ UNCH    1 1
 GY1815
 GY1815.Superseded values are not recommended for survey control.
 GY1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1815.See file dsdata.txt to determine how the superseded data were derived.
 GY1815
 GY1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB951819(NAD 83)
 GY1815_MARKER: DB = BENCH MARK DISK
 GY1815_SETTING: 66 = SET IN ROCK OUTCROP
 GY1815_SP_SET: ROCK CUT
 GY1815_STAMPING: C 370 1967
 GY1815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1815+STABILITY: POSITION/ELEVATION WELL
 GY1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1815+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 GY1815
 GY1815  HISTORY     - Date     Condition        Report By
 GY1815  HISTORY     - 1967     MONUMENTED       CGS
 GY1815  HISTORY     - 19960430 GOOD             KYDT
 GY1815
 GY1815                          STATION DESCRIPTION
 GY1815
 GY1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1815'4.6 MI SW FROM CANNEL CITY.
 GY1815'ABOUT 4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 191 FROM THE
 GY1815'SCHOOL AT CANNEL CITY, ABOUT 0.9 MILE EAST OF THE JUNCTION OF
 GY1815'STATE HIGHWAY 205, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 GY1815'ROCK CUT WHICH IS 135 FEET LONG AND 8 FEET HIGH AT THE SOUTH END,
 GY1815'16 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET
 GY1815'NORTHWEST OF THE SOUTHEAST END OF THE ROCK AND 2 1/2 FEET ABOVE THE
 GY1815'LEVEL OF THE GROUND AND THE HIGHWAY.
 GY1815
 GY1815                          STATION RECOVERY (1996)
 GY1815
 GY1815'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1815' 
 GY1815' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1846 ***********************************************************************
 GY1846  DESIGNATION -  C 371
 GY1846  PID         -  GY1846
 GY1846  STATE/COUNTY-  KY/BREATHITT
 GY1846  USGS QUAD   -  JACKSON (1978)
 GY1846
 GY1846                         *CURRENT SURVEY CONTROL
 GY1846  ___________________________________________________________________
 GY1846* NAD 83(1986)-  37 33 20.     (N)    083 22 50.     (W)     SCALED    
 GY1846* NAVD 88     -       215.643  (meters)     707.49   (feet)  ADJUSTED  
 GY1846  ___________________________________________________________________
 GY1846  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GY1846  DYNAMIC HT  -         215.478 (meters)     706.95  (feet)  COMP
 GY1846  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 GY1846
 GY1846  VERT ORDER  -  FIRST     CLASS I
 GY1846
 GY1846.The horizontal coordinates were scaled from a topographic map and have
 GY1846.an estimated accuracy of +/- 6 seconds.
 GY1846
 GY1846.The orthometric height was determined by differential leveling
 GY1846.and adjusted by the National Geodetic Survey in June 1991..
 GY1846
 GY1846.The geoid height was determined by GEOID03.
 GY1846
 GY1846.The dynamic height is computed by dividing the NAVD 88
 GY1846.geopotential number by the normal gravity value computed on the
 GY1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1846.degrees latitude (g = 980.6199 gals.).
 GY1846
 GY1846.The modeled gravity was interpolated from observed gravity values.
 GY1846
 GY1846;                    North         East    Units  Estimated Accuracy
 GY1846;SPC KY1Z     - 1,138,300.    1,709,330.      MT  (+/- 180 meters Scaled)
 GY1846
 GY1846                          SUPERSEDED SURVEY CONTROL
 GY1846
 GY1846  NGVD 29 (??/??/92)  215.800  (m)          708.00   (f) ADJ UNCH    1 1
 GY1846
 GY1846.Superseded values are not recommended for survey control.
 GY1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1846.See file dsdata.txt to determine how the superseded data were derived.
 GY1846
 GY1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB897591(NAD 83)
 GY1846_MARKER: DB = BENCH MARK DISK
 GY1846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1846_SP_SET: CULVERT
 GY1846_STAMPING: C 371 1967
 GY1846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1846
 GY1846  HISTORY     - Date     Condition        Report By
 GY1846  HISTORY     - 1967     MONUMENTED       CGS
 GY1846
 GY1846                          STATION DESCRIPTION
 GY1846
 GY1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1846'AT JACKSON.
 GY1846'AT JACKSON, 0.3 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE
 GY1846'COURTHOUSE, ABOUT 110 YARDS SOUTH OF THE JUNCTION OF STATE
 GY1846'HIGHWAY 15, SET ON THE TOP OF THE NORTH END OF THE WEST CONCRETE
 GY1846'HEAD WALL FOR A 10-FOOT BOX CULVERT UNDER STATE HIGHWAY 30, 90
 GY1846'FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND 40 FEET BELOW
 GY1846'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1398 ***********************************************************************
 HY1398  DESIGNATION -  C 372
 HY1398  PID         -  HY1398
 HY1398  STATE/COUNTY-  KY/GREENUP
 HY1398  USGS QUAD   -  GREENUP (1985)
 HY1398
 HY1398                         *CURRENT SURVEY CONTROL
 HY1398  ___________________________________________________________________
 HY1398* NAD 83(1986)-  38 31 27.     (N)    082 49 18.     (W)     SCALED    
 HY1398* NAVD 88     -       182.182  (meters)     597.71   (feet)  ADJUSTED  
 HY1398  ___________________________________________________________________
 HY1398  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HY1398  DYNAMIC HT  -         182.065 (meters)     597.32  (feet)  COMP
 HY1398  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 HY1398
 HY1398  VERT ORDER  -  FIRST     CLASS I
 HY1398
 HY1398.The horizontal coordinates were scaled from a topographic map and have
 HY1398.an estimated accuracy of +/- 6 seconds.
 HY1398
 HY1398.The orthometric height was determined by differential leveling
 HY1398.and adjusted by the National Geodetic Survey in June 1991..
 HY1398
 HY1398.The geoid height was determined by GEOID03.
 HY1398
 HY1398.The dynamic height is computed by dividing the NAVD 88
 HY1398.geopotential number by the normal gravity value computed on the
 HY1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1398.degrees latitude (g = 980.6199 gals.).
 HY1398
 HY1398.The modeled gravity was interpolated from observed gravity values.
 HY1398
 HY1398;                    North         East    Units  Estimated Accuracy
 HY1398;SPC KY1Z     - 1,247,160.    1,755,310.      MT  (+/- 180 meters Scaled)
 HY1398
 HY1398                          SUPERSEDED SURVEY CONTROL
 HY1398
 HY1398  NGVD 29 (??/??/92)  182.373  (m)          598.34   (f) ADJ UNCH    1 1
 HY1398
 HY1398.Superseded values are not recommended for survey control.
 HY1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1398.See file dsdata.txt to determine how the superseded data were derived.
 HY1398
 HY1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC412655(NAD 83)
 HY1398_MARKER: DB = BENCH MARK DISK
 HY1398_SETTING: 66 = SET IN ROCK OUTCROP
 HY1398_SP_SET: ROCK CUT
 HY1398_STAMPING: C 372 1967
 HY1398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1398+STABILITY: POSITION/ELEVATION WELL
 HY1398
 HY1398  HISTORY     - Date     Condition        Report By
 HY1398  HISTORY     - 1967     MONUMENTED       CGS
 HY1398  HISTORY     - 1979     GOOD             LOCENG
 HY1398
 HY1398                          STATION DESCRIPTION
 HY1398
 HY1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1398'3.3 MI S FROM GREENUP.
 HY1398'ABOUT 3.3 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 HY1398'OF U.S. HIGHWAY 23 AT GREENUP, ABOUT 0.85 MILE NORTH OF THE
 HY1398'JOHNSON CHAPEL SCHOOL, 1.2 MILE SOUTH OF THE THREE MILE CHURCH,
 HY1398'SET VERTICALLY IN THE FACE OF A ROCK CUT, 321 FEET NORTHWEST
 HY1398'OF BENCH MARK Q 9 DESCRIBED, 126 FEET NORTH OF THE SOUTH END OF
 HY1398'THE ROCK CUT, 26 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HY1398'1 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 3 FEET ABOVE THE
 HY1398'LEVEL OF THE HIGHWAY.
 HY1398
 HY1398                          STATION RECOVERY (1979)
 HY1398
 HY1398'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0895 ***********************************************************************
 HY0895  DESIGNATION -  C 373
 HY0895  PID         -  HY0895
 HY0895  STATE/COUNTY-  KY/CARTER
 HY0895  USGS QUAD   -  GRAYSON (1978)
 HY0895
 HY0895                         *CURRENT SURVEY CONTROL
 HY0895  ___________________________________________________________________
 HY0895* NAD 83(1986)-  38 17 22.     (N)    082 57 53.     (W)     SCALED    
 HY0895* NAVD 88     -       185.824  (meters)     609.66   (feet)  ADJUSTED  
 HY0895  ___________________________________________________________________
 HY0895  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HY0895  DYNAMIC HT  -         185.701 (meters)     609.25  (feet)  COMP
 HY0895  MODELED GRAV-     979,958.4   (mgal)                       NAVD 88
 HY0895
 HY0895  VERT ORDER  -  FIRST     CLASS I
 HY0895
 HY0895.The horizontal coordinates were scaled from a topographic map and have
 HY0895.an estimated accuracy of +/- 6 seconds.
 HY0895
 HY0895.The orthometric height was determined by differential leveling
 HY0895.and adjusted by the National Geodetic Survey in June 1991..
 HY0895
 HY0895.The geoid height was determined by GEOID03.
 HY0895
 HY0895.The dynamic height is computed by dividing the NAVD 88
 HY0895.geopotential number by the normal gravity value computed on the
 HY0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0895.degrees latitude (g = 980.6199 gals.).
 HY0895
 HY0895.The modeled gravity was interpolated from observed gravity values.
 HY0895
 HY0895;                    North         East    Units  Estimated Accuracy
 HY0895;SPC KY1Z     - 1,220,730.    1,743,620.      MT  (+/- 180 meters Scaled)
 HY0895
 HY0895                          SUPERSEDED SURVEY CONTROL
 HY0895
 HY0895  NGVD 29 (??/??/92)  186.002  (m)          610.24   (f) ADJ UNCH    1 1
 HY0895
 HY0895.Superseded values are not recommended for survey control.
 HY0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0895.See file dsdata.txt to determine how the superseded data were derived.
 HY0895
 HY0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC281397(NAD 83)
 HY0895_MARKER: DB = BENCH MARK DISK
 HY0895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0895_SP_SET: ABUTMENT
 HY0895_STAMPING: C 373 1967
 HY0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0895+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2003
 HY0895
 HY0895  HISTORY     - Date     Condition        Report By
 HY0895  HISTORY     - 1967     MONUMENTED       CGS
 HY0895  HISTORY     - 20031130 GOOD             GEOCAC
 HY0895
 HY0895                          STATION DESCRIPTION
 HY0895
 HY0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0895'0.8 MI E FROM LEON.
 HY0895'ABOUT 0.8 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0895'FROM THE CROSSING OF STATE HIGHWAY 7 AT LEON, ABOUT 0.15 MILE
 HY0895'EAST OF MILEPOST 547, 40 FEET EAST OF THE EAST END OF THE
 HY0895'BRIDGE OVER THE LITTLE SANDY RIVER, SET ON THE TOP OF THE
 HY0895'SOUTH END OF THE EAST ABUTMENT OF AN OVERPASS OVER A DIRT
 HY0895'ROAD, 6 FEET SOUTH OF THE SOUTH RAIL AND 3 FEET BELOW THE
 HY0895'LEVEL OF THE TRACK.
 HY0895
 HY0895                          STATION RECOVERY (2003)
 HY0895
 HY0895'RECOVERY NOTE BY GEOCACHING 2003 (GPL)
 HY0895'THE CSX RAIL HAS BEEN REMOVED AND CONVERTED TO A PUBLIC GRAVEL ROAD.
 HY0895'FOLLOW GRAVEL ROAD (OLD RAIL BED) EAST FROM LEON AT OLD ROUTE 7.  PASS
 HY0895'UNDER NEW ROUTE 7, CROSS OVER THE LITTLE SANDY RIVER VIA OLD CSX
 HY0895'BRIDGE, AND MARK IS SET IN THE SOUTH END OF AN EAST BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1635 ***********************************************************************
 HY1635  DESIGNATION -  C 374
 HY1635  PID         -  HY1635
 HY1635  STATE/COUNTY-  KY/ROWAN
 HY1635  USGS QUAD   -  BANGOR (1983)
 HY1635
 HY1635                         *CURRENT SURVEY CONTROL
 HY1635  ___________________________________________________________________
 HY1635* NAD 83(1986)-  38 02 52.     (N)    083 23 54.     (W)     SCALED    
 HY1635* NAVD 88     -       226.915  (meters)     744.47   (feet)  ADJUSTED  
 HY1635  ___________________________________________________________________
 HY1635  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HY1635  DYNAMIC HT  -         226.754 (meters)     743.94  (feet)  COMP
 HY1635  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 HY1635
 HY1635  VERT ORDER  -  FIRST     CLASS I
 HY1635
 HY1635.The horizontal coordinates were scaled from a topographic map and have
 HY1635.an estimated accuracy of +/- 6 seconds.
 HY1635
 HY1635.The orthometric height was determined by differential leveling
 HY1635.and adjusted by the National Geodetic Survey in June 1991..
 HY1635
 HY1635.The geoid height was determined by GEOID03.
 HY1635
 HY1635.The dynamic height is computed by dividing the NAVD 88
 HY1635.geopotential number by the normal gravity value computed on the
 HY1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1635.degrees latitude (g = 980.6199 gals.).
 HY1635
 HY1635.The modeled gravity was interpolated from observed gravity values.
 HY1635
 HY1635;                    North         East    Units  Estimated Accuracy
 HY1635;SPC KY1Z     - 1,192,870.    1,706,380.      MT  (+/- 180 meters Scaled)
 HY1635
 HY1635                          SUPERSEDED SURVEY CONTROL
 HY1635
 HY1635  NGVD 29 (??/??/92)  227.085  (m)          745.03   (f) ADJ UNCH    1 1
 HY1635
 HY1635.Superseded values are not recommended for survey control.
 HY1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1635.See file dsdata.txt to determine how the superseded data were derived.
 HY1635
 HY1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC895138(NAD 83)
 HY1635_MARKER: DB = BENCH MARK DISK
 HY1635_SETTING: 66 = SET IN ROCK OUTCROP
 HY1635_SP_SET: ROCK CUT
 HY1635_STAMPING: C 374 1967
 HY1635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1635+STABILITY: POSITION/ELEVATION WELL
 HY1635
 HY1635  HISTORY     - Date     Condition        Report By
 HY1635  HISTORY     - 1967     MONUMENTED       CGS
 HY1635  HISTORY     - 19970826 MARK NOT FOUND   KYDT
 HY1635
 HY1635                          STATION DESCRIPTION
 HY1635
 HY1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1635'9 MI SE FROM CLEARFIELD.
 HY1635'ABOUT 9.0 MILES SOUTHEAST ALONG STATE HIGHWAY 519 FROM THE POST
 HY1635'OFFICE AT CLEARFIELD.  AT THE WEST END OF THE POPPIN ROCK TUNNEL,
 HY1635'SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT WHICH FORMS THE
 HY1635'NORTH WALL OF THE ENTRANCE TO TUNNEL, 14 FEET NORTH OF THE CENTER
 HY1635'LINE OF THE HIGHWAY, 15 FEET WEST OF THE WEST END OF THE TUNNEL,
 HY1635'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND HIGHWAY.
 HY1635
 HY1635                          STATION RECOVERY (1997)
 HY1635
 HY1635'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY1635'THIS TUNNEL WAS FILLED IN DURING PREVIOUS ROAD CONSTRUCTION, CONSIDER
 HY1635'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1609 ***********************************************************************
 HY1609  DESIGNATION -  C 375
 HY1609  PID         -  HY1609
 HY1609  STATE/COUNTY-  KY/ROWAN
 HY1609  USGS QUAD   -  MOREHEAD (1978)
 HY1609
 HY1609                         *CURRENT SURVEY CONTROL
 HY1609  ___________________________________________________________________
 HY1609* NAD 83(1986)-  38 11 54.     (N)    083 24 36.     (W)     SCALED    
 HY1609* NAVD 88     -       229.843  (meters)     754.08   (feet)  ADJUSTED  
 HY1609  ___________________________________________________________________
 HY1609  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY1609  DYNAMIC HT  -         229.685 (meters)     753.56  (feet)  COMP
 HY1609  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 HY1609
 HY1609  VERT ORDER  -  FIRST     CLASS I
 HY1609
 HY1609.The horizontal coordinates were scaled from a topographic map and have
 HY1609.an estimated accuracy of +/- 6 seconds.
 HY1609
 HY1609.The orthometric height was determined by differential leveling
 HY1609.and adjusted by the National Geodetic Survey in June 1991..
 HY1609
 HY1609.The geoid height was determined by GEOID03.
 HY1609
 HY1609.The dynamic height is computed by dividing the NAVD 88
 HY1609.geopotential number by the normal gravity value computed on the
 HY1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1609.degrees latitude (g = 980.6199 gals.).
 HY1609
 HY1609.The modeled gravity was interpolated from observed gravity values.
 HY1609
 HY1609;                    North         East    Units  Estimated Accuracy
 HY1609;SPC KY1Z     - 1,209,550.    1,704,940.      MT  (+/- 180 meters Scaled)
 HY1609
 HY1609                          SUPERSEDED SURVEY CONTROL
 HY1609
 HY1609  NGVD 29 (??/??/92)  230.016  (m)          754.64   (f) ADJ UNCH    1 1
 HY1609
 HY1609.Superseded values are not recommended for survey control.
 HY1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1609.See file dsdata.txt to determine how the superseded data were derived.
 HY1609
 HY1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC889305(NAD 83)
 HY1609_MARKER: DB = BENCH MARK DISK
 HY1609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1609_SP_SET: BRIDGE SEAT
 HY1609_STAMPING: C 375 1967
 HY1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1609
 HY1609  HISTORY     - Date     Condition        Report By
 HY1609  HISTORY     - 1967     MONUMENTED       CGS
 HY1609  HISTORY     - 1979     GOOD             LOCENG
 HY1609
 HY1609                          STATION DESCRIPTION
 HY1609
 HY1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1609'1.7 MI NE FROM MOREHEAD.
 HY1609'ABOUT 1.7 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1609'FROM THE STATION AT MOREHEAD, ABOUT 0.1 MILE NORTHEAST OF
 HY1609'MILEPOST 576, ABOUT 5 RAILS NORTHEAST OF THE CROSSING OF
 HY1609'STATE HIGHWAY 32, SET ON THE TOP OF THE NORTHWEST END OF THE
 HY1609'NORTHEAST BRIDGE SEAT FOR A 25-FOOT BRIDGE OVER MARTIN BRANCH,
 HY1609'7 FEET NORTHWEST OF THE NORTHWEST RAIL, 6 FEET SOUTHEAST OF THE
 HY1609'NORTHWEST END OF THE BRIDGE SEAT AND 4 1/2 FEET BELOW THE LEVEL
 HY1609'OF THE TRACK.
 HY1609
 HY1609                          STATION RECOVERY (1979)
 HY1609
 HY1609'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF8177 ***********************************************************************
 DF8177  DESIGNATION -  C 375 RESET
 DF8177  PID         -  DF8177
 DF8177  STATE/COUNTY-  KY/ROWAN
 DF8177  USGS QUAD   -  MOREHEAD (1978)
 DF8177
 DF8177                         *CURRENT SURVEY CONTROL
 DF8177  ___________________________________________________________________
 DF8177* NAD 83(1986)-  38 11 54.     (N)    083 24 36.     (W)     SCALED    
 DF8177* NAVD 88     -       231.53   (meters)     759.6    (feet)  RESET     
 DF8177  ___________________________________________________________________
 DF8177  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DF8177
 DF8177  VERT ORDER  -  THIRD
 DF8177
 DF8177.The horizontal coordinates were scaled from a topographic map and have
 DF8177.an estimated accuracy of +/- 6 seconds.
 DF8177
 DF8177.The orthometric height was computed from unverified reset data.
 DF8177.No vertical observational check was made to the station.
 DF8177
 DF8177.The geoid height was determined by GEOID03.
 DF8177
 DF8177;                    North         East    Units  Estimated Accuracy
 DF8177;SPC KY1Z     - 1,209,550.    1,704,940.      MT  (+/- 180 meters Scaled)
 DF8177
 DF8177                          SUPERSEDED SURVEY CONTROL
 DF8177
 DF8177.No superseded survey control is available for this station.
 DF8177
 DF8177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC889305(NAD 83)
 DF8177_MARKER: DV = VERTICAL CONTROL DISK
 DF8177_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF8177_SP_SET: BRIDGE ABUTMENT
 DF8177_STAMPING: C 375 1967 RESET 2002
 DF8177_MARK LOGO: NGS   
 DF8177_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8177
 DF8177  HISTORY     - Date     Condition        Report By
 DF8177  HISTORY     - 2002     MONUMENTED       KYDT
 DF8177
 DF8177                          STATION DESCRIPTION
 DF8177
 DF8177'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (ROH)
 DF8177'AT JUNCTION OF US 60 AND KY 32 EAST WHICH IS AT THE NORTHEASTERN CITY
 DF8177'LIMITS OF MOREHEAD, A VERTICAL CONTROL DISK SET IN A DRILL HOLE IN THE
 DF8177'TOP OF TE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A 60 FOOT (18.3
 DF8177'M) CONCRETE BRIDGE OVER MARTINS BRANCH ON US 60, ABOUT 157 FEET (47.9
 DF8177'M) NORTHEAST OF THE CENTER OF THE JUNCTION, 28.5 FEET (8.7 M)
 DF8177'SOUTHEAST OF CENTERLINE OF US 60, 1.2 FEET (0.4 M) SOUTHEAST FACE OF
 DF8177'THE SOUTHEAST BARRIER WALL, 0.2 FEET (6.1 CM) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1743 ***********************************************************************
 HY1743  DESIGNATION -  C 38
 HY1743  PID         -  HY1743
 HY1743  STATE/COUNTY-  KY/FLEMING
 HY1743  USGS QUAD   -  FLEMINGSBURG (1979)
 HY1743
 HY1743                         *CURRENT SURVEY CONTROL
 HY1743  ___________________________________________________________________
 HY1743* NAD 83(1986)-  38 23 46.     (N)    083 41 45.     (W)     SCALED    
 HY1743* NAVD 88     -       287.266  (meters)     942.47   (feet)  ADJUSTED  
 HY1743  ___________________________________________________________________
 HY1743  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HY1743  DYNAMIC HT  -         287.068 (meters)     941.82  (feet)  COMP
 HY1743  MODELED GRAV-     979,934.0   (mgal)                       NAVD 88
 HY1743
 HY1743  VERT ORDER  -  SECOND    CLASS 0
 HY1743
 HY1743.The horizontal coordinates were scaled from a topographic map and have
 HY1743.an estimated accuracy of +/- 6 seconds.
 HY1743
 HY1743.The orthometric height was determined by differential leveling
 HY1743.and adjusted by the National Geodetic Survey in June 1991..
 HY1743
 HY1743.The geoid height was determined by GEOID03.
 HY1743
 HY1743.The dynamic height is computed by dividing the NAVD 88
 HY1743.geopotential number by the normal gravity value computed on the
 HY1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1743.degrees latitude (g = 980.6199 gals.).
 HY1743
 HY1743.The modeled gravity was interpolated from observed gravity values.
 HY1743
 HY1743;                    North         East    Units  Estimated Accuracy
 HY1743;SPC KY1Z     - 1,230,910.    1,679,420.      MT  (+/- 180 meters Scaled)
 HY1743
 HY1743                          SUPERSEDED SURVEY CONTROL
 HY1743
 HY1743  NGVD 29 (??/??/92)  287.454  (m)          943.09   (f) ADJ UNCH    2 0
 HY1743
 HY1743.Superseded values are not recommended for survey control.
 HY1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1743.See file dsdata.txt to determine how the superseded data were derived.
 HY1743
 HY1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC645532(NAD 83)
 HY1743_MARKER: DB = BENCH MARK DISK
 HY1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1743_STAMPING: C 38 1935 943.089
 HY1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1743+STABILITY: SURFACE MOTION
 HY1743
 HY1743  HISTORY     - Date     Condition        Report By
 HY1743  HISTORY     - 1935     MONUMENTED       CGS
 HY1743  HISTORY     - 1955     GOOD             NGS
 HY1743  HISTORY     - 1980     MARK NOT FOUND   NGS
 HY1743
 HY1743                          STATION DESCRIPTION
 HY1743
 HY1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1743'3 MI SE FROM FLEMINGSBURG.
 HY1743'2.95 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM INTERSECTION
 HY1743'OF MAIN CROSS STREET AND WATER STREET IN FLEMINGSBURG, 0.3 MILE
 HY1743'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 111, AT THE FRONT OF
 HY1743'MR. H.E. KISSICK JR. FARM, 12.8 FEET SOUTHEAST OF THE CENTER
 HY1743'OF DRIVE TO BARN LOT, 27.0 FEET SOUTHWEST OF THE CENTER LINE
 HY1743'OF THE HIGHWAY, 3 FEET NORTHEAST OF RIGHT-OF-WAY FENCE, ABOUT
 HY1743'1 FOOT ABOVE THE LEVEL OF HIGHWAY.
 HY1743
 HY1743                          STATION RECOVERY (1980)
 HY1743
 HY1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HY1743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0050 ***********************************************************************
 GD0050  DESIGNATION -  C 38 TVA
 GD0050  PID         -  GD0050
 GD0050  STATE/COUNTY-  KY/TRIGG
 GD0050  USGS QUAD   -  FENTON (1986)
 GD0050
 GD0050                         *CURRENT SURVEY CONTROL
 GD0050  ___________________________________________________________________
 GD0050* NAD 83(1986)-  36 50 31.     (N)    088 05 21.     (W)     SCALED    
 GD0050* NAVD 88     -       172.421  (meters)     565.68   (feet)  ADJUSTED  
 GD0050  ___________________________________________________________________
 GD0050  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GD0050  DYNAMIC HT  -         172.287 (meters)     565.24  (feet)  COMP
 GD0050  MODELED GRAV-     979,848.5   (mgal)                       NAVD 88
 GD0050
 GD0050  VERT ORDER  -  FIRST     CLASS II
 GD0050
 GD0050.The horizontal coordinates were scaled from a topographic map and have
 GD0050.an estimated accuracy of +/- 6 seconds.
 GD0050
 GD0050.The orthometric height was determined by differential leveling
 GD0050.and adjusted by the National Geodetic Survey in June 1991..
 GD0050
 GD0050.The geoid height was determined by GEOID03.
 GD0050
 GD0050.The dynamic height is computed by dividing the NAVD 88
 GD0050.geopotential number by the normal gravity value computed on the
 GD0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0050.degrees latitude (g = 980.6199 gals.).
 GD0050
 GD0050.The modeled gravity was interpolated from observed gravity values.
 GD0050
 GD0050;                    North         East    Units  Estimated Accuracy
 GD0050;SPC KY1Z     - 1,059,060.    1,291,370.      MT  (+/- 180 meters Scaled)
 GD0050
 GD0050                          SUPERSEDED SURVEY CONTROL
 GD0050
 GD0050  NGVD 29 (??/??/??)  172.488  (m)          565.90   (f) ADJUSTED    1 2
 GD0050
 GD0050.Superseded values are not recommended for survey control.
 GD0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0050.See file dsdata.txt to determine how the superseded data were derived.
 GD0050
 GD0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF028778(NAD 83)
 GD0050_MARKER: Z = SEE DESCRIPTION
 GD0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0050_STAMPING: C 38 N01 42W
 GD0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0050+STABILITY: SURFACE MOTION
 GD0050
 GD0050  HISTORY     - Date     Condition        Report By
 GD0050  HISTORY     - UNK      MONUMENTED       TVA
 GD0050  HISTORY     - 1946     GOOD             CGS
 GD0050
 GD0050                          STATION DESCRIPTION
 GD0050
 GD0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0050'9.5 MI NW FROM GOLDEN POND.
 GD0050'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0050'AT GOLDEN POND, THENCE ABOUT 6.9 MILES NORTH ALONG THE DIVIDING
 GD0050'RIDGE ROAD, ABOUT 100 YARDS NORTHEAST OF A WELL, AT A A U CURVE IN
 GD0050'THE ROAD, ABOUT 0.4 MILE SOUTH OF THE JUNCTION OF THE IRONTON
 GD0050'TRUCK TRAIL (EAST-WEST ROAD), 54 FEET SOUTHEAST OF THE CENTER
 GD0050'LINE OF THE ROAD, 49 FEET NORTH OF AN APPLE TREE, 25 FEET NORTH
 GD0050'OF A BLAZED THORN TREE, ABOUT LEVEL WITH THE ROAD AND SET IN
 GD0050'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1855 ***********************************************************************
 GY1855  DESIGNATION -  C 380
 GY1855  PID         -  GY1855
 GY1855  STATE/COUNTY-  KY/BREATHITT
 GY1855  USGS QUAD   -  QUICKSAND (1976)
 GY1855
 GY1855                         *CURRENT SURVEY CONTROL
 GY1855  ___________________________________________________________________
 GY1855* NAD 83(1986)-  37 31 13.     (N)    083 21 15.     (W)     SCALED    
 GY1855* NAVD 88     -       227.002  (meters)     744.76   (feet)  ADJUSTED  
 GY1855  ___________________________________________________________________
 GY1855  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GY1855  DYNAMIC HT  -         226.828 (meters)     744.18  (feet)  COMP
 GY1855  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 GY1855
 GY1855  VERT ORDER  -  FIRST     CLASS I
 GY1855
 GY1855.The horizontal coordinates were scaled from a topographic map and have
 GY1855.an estimated accuracy of +/- 6 seconds.
 GY1855
 GY1855.The orthometric height was determined by differential leveling
 GY1855.and adjusted by the National Geodetic Survey in June 1991..
 GY1855
 GY1855.The geoid height was determined by GEOID03.
 GY1855
 GY1855.The dynamic height is computed by dividing the NAVD 88
 GY1855.geopotential number by the normal gravity value computed on the
 GY1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1855.degrees latitude (g = 980.6199 gals.).
 GY1855
 GY1855.The modeled gravity was interpolated from observed gravity values.
 GY1855
 GY1855;                    North         East    Units  Estimated Accuracy
 GY1855;SPC KY1Z     - 1,134,450.    1,711,760.      MT  (+/- 180 meters Scaled)
 GY1855
 GY1855                          SUPERSEDED SURVEY CONTROL
 GY1855
 GY1855  NGVD 29 (??/??/92)  227.157  (m)          745.26   (f) ADJ UNCH    1 1
 GY1855
 GY1855.Superseded values are not recommended for survey control.
 GY1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1855.See file dsdata.txt to determine how the superseded data were derived.
 GY1855
 GY1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB919551(NAD 83)
 GY1855_MARKER: DB = BENCH MARK DISK
 GY1855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1855_SP_SET: CULVERT
 GY1855_STAMPING: C 380 1967
 GY1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1855
 GY1855  HISTORY     - Date     Condition        Report By
 GY1855  HISTORY     - 1967     MONUMENTED       CGS
 GY1855
 GY1855                          STATION DESCRIPTION
 GY1855
 GY1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1855'2.8 MI SE FROM JACKSON.
 GY1855'ABOUT 2.8 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1855'RAILROAD FROM THE STATION AT JACKSON, 0.25 MILE SOUTH OF THE
 GY1855'SOUTH END OF A TUNNEL FOR THE RAILROAD, 9 1/2 FEET WEST OF THE
 GY1855'WEST RAIL OF THE TRACK, SET IN THE CENTER OF THE TOP OF THE
 GY1855'WEST CONCRETE HEAD WALL OF A CULVERT UNDER THE TRACKS, AND ABOUT
 GY1855'2 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1987 ***********************************************************************
 GY1987  DESIGNATION -  C 381
 GY1987  PID         -  GY1987
 GY1987  STATE/COUNTY-  KY/PERRY
 GY1987  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1987
 GY1987                         *CURRENT SURVEY CONTROL
 GY1987  ___________________________________________________________________
 GY1987* NAD 83(1986)-  37 13 07.     (N)    083 08 36.     (W)     SCALED    
 GY1987* NAVD 88     -       272.593  (meters)     894.33   (feet)  ADJUSTED  
 GY1987  ___________________________________________________________________
 GY1987  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1987  DYNAMIC HT  -         272.374 (meters)     893.61  (feet)  COMP
 GY1987  MODELED GRAV-     979,822.5   (mgal)                       NAVD 88
 GY1987
 GY1987  VERT ORDER  -  FIRST     CLASS I
 GY1987
 GY1987.The horizontal coordinates were scaled from a topographic map and have
 GY1987.an estimated accuracy of +/- 6 seconds.
 GY1987
 GY1987.The orthometric height was determined by differential leveling
 GY1987.and adjusted by the National Geodetic Survey in June 1991..
 GY1987
 GY1987.The geoid height was determined by GEOID03.
 GY1987
 GY1987.The dynamic height is computed by dividing the NAVD 88
 GY1987.geopotential number by the normal gravity value computed on the
 GY1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1987.degrees latitude (g = 980.6199 gals.).
 GY1987
 GY1987.The modeled gravity was interpolated from observed gravity values.
 GY1987
 GY1987;                    North         East    Units  Estimated Accuracy
 GY1987;SPC KY1Z     - 1,101,480.    1,731,320.      MT  (+/- 180 meters Scaled)
 GY1987
 GY1987                          SUPERSEDED SURVEY CONTROL
 GY1987
 GY1987  NGVD 29 (??/??/92)  272.758  (m)          894.87   (f) ADJ UNCH    1 1
 GY1987
 GY1987.Superseded values are not recommended for survey control.
 GY1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1987.See file dsdata.txt to determine how the superseded data were derived.
 GY1987
 GY1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB098212(NAD 83)
 GY1987_MARKER: DB = BENCH MARK DISK
 GY1987_SETTING: 66 = SET IN ROCK OUTCROP
 GY1987_SP_SET: ROCK OUTCROP
 GY1987_STAMPING: C 381 1967
 GY1987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1987+STABILITY: POSITION/ELEVATION WELL
 GY1987
 GY1987  HISTORY     - Date     Condition        Report By
 GY1987  HISTORY     - 1967     MONUMENTED       CGS
 GY1987
 GY1987                          STATION DESCRIPTION
 GY1987
 GY1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1987'4.9 MI SE FROM HAZARD.
 GY1987'ABOUT 4.9 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1987'RAILROAD FROM THE STATION AT HAZARD, 3 RAILS NORTHEAST OF
 GY1987'AN ELECTRIC SWITCH CONTROL, AT THE NORTHEAST END OF A SIDING,
 GY1987'12 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, SET
 GY1987'IN THE TOP OF THE SOUTHEAST EDGE OF A ROCK OUTCROP WHICH PROJECTS
 GY1987'3 FEET ABOVE THE BOTTOM OF A DITCH, 142 1/2 FEET NORTHEAST OF A
 GY1987'6- X 6-FOOT METAL BUILDING, 88 FEET NORTHEAST OF A SEMAPHORE
 GY1987'44 FEET SOUTHWEST OF THE CENTER OF A HANDCAR SET OFF, AND ABOUT
 GY1987'2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0852 ***********************************************************************
 GY0852  DESIGNATION -  C 382
 GY0852  PID         -  GY0852
 GY0852  STATE/COUNTY-  KY/LETCHER
 GY0852  USGS QUAD   -  BLACKEY (1992)
 GY0852
 GY0852                         *CURRENT SURVEY CONTROL
 GY0852  ___________________________________________________________________
 GY0852* NAD 83(1986)-  37 08 02.     (N)    082 59 43.     (W)     SCALED    
 GY0852* NAVD 88     -       301.905  (meters)     990.50   (feet)  ADJUSTED  
 GY0852  ___________________________________________________________________
 GY0852  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GY0852  DYNAMIC HT  -         301.657 (meters)     989.69  (feet)  COMP
 GY0852  MODELED GRAV-     979,800.2   (mgal)                       NAVD 88
 GY0852
 GY0852  VERT ORDER  -  FIRST     CLASS I
 GY0852
 GY0852.The horizontal coordinates were scaled from a topographic map and have
 GY0852.an estimated accuracy of +/- 6 seconds.
 GY0852
 GY0852.The orthometric height was determined by differential leveling
 GY0852.and adjusted by the National Geodetic Survey in June 1991..
 GY0852
 GY0852.The geoid height was determined by GEOID03.
 GY0852
 GY0852.The dynamic height is computed by dividing the NAVD 88
 GY0852.geopotential number by the normal gravity value computed on the
 GY0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0852.degrees latitude (g = 980.6199 gals.).
 GY0852
 GY0852.The modeled gravity was interpolated from observed gravity values.
 GY0852
 GY0852;                    North         East    Units  Estimated Accuracy
 GY0852;SPC KY1Z     - 1,092,460.    1,744,730.      MT  (+/- 180 meters Scaled)
 GY0852
 GY0852                          SUPERSEDED SURVEY CONTROL
 GY0852
 GY0852  NGVD 29 (??/??/92)  302.056  (m)          991.00   (f) ADJ UNCH    1 1
 GY0852
 GY0852.Superseded values are not recommended for survey control.
 GY0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0852.See file dsdata.txt to determine how the superseded data were derived.
 GY0852
 GY0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB227115(NAD 83)
 GY0852_MARKER: DB = BENCH MARK DISK
 GY0852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0852_SP_SET: STEPS
 GY0852_STAMPING: C 382 1967
 GY0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0852+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2002
 GY0852
 GY0852  HISTORY     - Date     Condition        Report By
 GY0852  HISTORY     - 1967     MONUMENTED       CGS
 GY0852  HISTORY     - 20020521 GOOD             KYDT
 GY0852
 GY0852                          STATION DESCRIPTION
 GY0852
 GY0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY0852'16.6 MI W FROM WHITESBURG.
 GY0852'ABOUT 0.9 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY0852'RAILROAD FROM THE STATION AT WHITESBURG, THENCE 0.15 MILE WEST
 GY0852'ALONG STATE HIGHWAY 15, THENCE 15.6 MILES WEST ALONG THE LOUISVILLE
 GY0852'AND NASHVILLE RAILROAD, 1.1 MILES WEST OF THE POST OFFICE AT THE
 GY0852'SMALL COMMUNITY OF BLACKEY, AT THE SOUTH END OF THE NORTH BLACKEY
 GY0852'SIDING, 171 YARDS SOUTH OF A FOOT-BRIDGE OVER THE NORTH FORK
 GY0852'KENTUCKY RIVER, 111 FEET NORTH OF MILEPOST 267, 18 FEET WEST OF
 GY0852'THE WEST RAIL OF THE TRACK, SET IN THE CENTER OF THE TOP OF THE
 GY0852'LOWER OF THREE CONCRETE STEPS WHICH LEAD TO A 6- X 6-FOOT METAL
 GY0852'CONTROL BUILDING, 2 1/2 FEET SOUTH OF THE SOUTH FACE OF THE
 GY0852'BUILDING, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 GY0852'LEVEL WITH THE TRACK.
 GY0852
 GY0852                          STATION RECOVERY (2002)
 GY0852
 GY0852'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0043 ***********************************************************************
 GB0043  DESIGNATION -  C 386
 GB0043  PID         -  GB0043
 GB0043  STATE/COUNTY-  KY/MCCREARY
 GB0043  USGS QUAD   -  WIBORG (1981)
 GB0043
 GB0043                         *CURRENT SURVEY CONTROL
 GB0043  ___________________________________________________________________
 GB0043* NAD 83(1986)-  36 48 24.     (N)    084 29 18.     (W)     SCALED    
 GB0043* NAVD 88     -       396.845  (meters)    1301.98   (feet)  ADJUSTED  
 GB0043  ___________________________________________________________________
 GB0043  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB0043  DYNAMIC HT  -         396.532 (meters)    1300.96  (feet)  COMP
 GB0043  MODELED GRAV-     979,827.5   (mgal)                       NAVD 88
 GB0043
 GB0043  VERT ORDER  -  FIRST     CLASS I
 GB0043
 GB0043.The horizontal coordinates were scaled from a topographic map and have
 GB0043.an estimated accuracy of +/- 6 seconds.
 GB0043
 GB0043.The orthometric height was determined by differential leveling
 GB0043.and adjusted by the National Geodetic Survey in June 1991..
 GB0043
 GB0043.The geoid height was determined by GEOID03.
 GB0043
 GB0043.The dynamic height is computed by dividing the NAVD 88
 GB0043.geopotential number by the normal gravity value computed on the
 GB0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0043.degrees latitude (g = 980.6199 gals.).
 GB0043
 GB0043.The modeled gravity was interpolated from observed gravity values.
 GB0043
 GB0043;                    North         East    Units  Estimated Accuracy
 GB0043;SPC KY1Z     - 1,053,300.    1,612,590.      MT  (+/- 180 meters Scaled)
 GB0043
 GB0043                          SUPERSEDED SURVEY CONTROL
 GB0043
 GB0043  NGVD 29 (??/??/92)  396.989  (m)         1302.45   (f) ADJ UNCH    1 1
 GB0043
 GB0043.Superseded values are not recommended for survey control.
 GB0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0043.See file dsdata.txt to determine how the superseded data were derived.
 GB0043
 GB0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF240763(NAD 83)
 GB0043_MARKER: DB = BENCH MARK DISK
 GB0043_SETTING: 66 = SET IN ROCK OUTCROP
 GB0043_SP_SET: ROCK CUT
 GB0043_STAMPING: C 386 1968
 GB0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0043+STABILITY: POSITION/ELEVATION WELL
 GB0043
 GB0043  HISTORY     - Date     Condition        Report By
 GB0043  HISTORY     - 1968     MONUMENTED       CGS
 GB0043
 GB0043                          STATION DESCRIPTION
 GB0043
 GB0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0043'2.7 MI S FROM PARKERS LAKE.
 GB0043'ABOUT 2.7 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0043'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, 0.2 MILE SOUTH OF AN
 GB0043'INTERSECTION OF THE HIGHWAY AND STATE HIGHWAY 1045, 0.2 MILE
 GB0043'SOUTH OF A SOUTHERN RAILWAY UNDERPASS FOR STATE HIGHWAY 1045, 150
 GB0043'YARDS WEST AND ACROSS THE TRACK FROM THE CENTERLINE OF U.S.
 GB0043'HIGHWAY 27, SET IN THE TOP OF A LEDGE ON THE WEST ROCK WALL OF A
 GB0043'CUT FOR THE RAILROAD, 34 FEET WEST OF THE WEST RAIL, 169 FEET
 GB0043'NORTHWEST AND ACROSS THE TRACK FROM THE CENTERLINE OF A TRAIL
 GB0043'ROAD, 36 FEET NORTH OF THE WEST END OF A 36-INCH CORRUGATED METAL
 GB0043'CULVERT UNDER THE TRACK, 0.9 FOOT SOUTH OF A METAL WITNESS POST,
 GB0043'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0724 ***********************************************************************
 GZ0724  DESIGNATION -  C 387
 GZ0724  PID         -  GZ0724
 GZ0724  STATE/COUNTY-  KY/PULASKI
 GZ0724  USGS QUAD   -  MINTONVILLE (1976)
 GZ0724
 GZ0724                         *CURRENT SURVEY CONTROL
 GZ0724  ___________________________________________________________________
 GZ0724* NAD 83(1986)-  37 07 46.     (N)    084 50 37.     (W)     SCALED    
 GZ0724* NAVD 88     -       365.448  (meters)    1198.97   (feet)  ADJUSTED  
 GZ0724  ___________________________________________________________________
 GZ0724  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GZ0724  DYNAMIC HT  -         365.147 (meters)    1197.99  (feet)  COMP
 GZ0724  MODELED GRAV-     979,796.5   (mgal)                       NAVD 88
 GZ0724
 GZ0724  VERT ORDER  -  FIRST     CLASS I
 GZ0724
 GZ0724.The horizontal coordinates were scaled from a topographic map and have
 GZ0724.an estimated accuracy of +/- 6 seconds.
 GZ0724
 GZ0724.The orthometric height was determined by differential leveling
 GZ0724.and adjusted by the National Geodetic Survey in June 1991..
 GZ0724
 GZ0724.The geoid height was determined by GEOID03.
 GZ0724
 GZ0724.The dynamic height is computed by dividing the NAVD 88
 GZ0724.geopotential number by the normal gravity value computed on the
 GZ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0724.degrees latitude (g = 980.6199 gals.).
 GZ0724
 GZ0724.The modeled gravity was interpolated from observed gravity values.
 GZ0724
 GZ0724;                    North         East    Units  Estimated Accuracy
 GZ0724;SPC KY1Z     - 1,088,750.    1,580,540.      MT  (+/- 180 meters Scaled)
 GZ0724
 GZ0724                          SUPERSEDED SURVEY CONTROL
 GZ0724
 GZ0724  NGVD 29 (??/??/92)  365.573  (m)         1199.38   (f) ADJ UNCH    1 1
 GZ0724
 GZ0724.Superseded values are not recommended for survey control.
 GZ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0724.See file dsdata.txt to determine how the superseded data were derived.
 GZ0724
 GZ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG915114(NAD 83)
 GZ0724_MARKER: DB = BENCH MARK DISK
 GZ0724_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0724_SP_SET: ROCK OUTCROP
 GZ0724_STAMPING: C 387 1968
 GZ0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0724+STABILITY: POSITION/ELEVATION WELL
 GZ0724
 GZ0724  HISTORY     - Date     Condition        Report By
 GZ0724  HISTORY     - 1968     MONUMENTED       CGS
 GZ0724  HISTORY     - 1968     GOOD             NGS
 GZ0724  HISTORY     - 20050503 MARK NOT FOUND   KYDT
 GZ0724
 GZ0724                          STATION DESCRIPTION
 GZ0724
 GZ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ0724'0.4 MI E FROM CAINS STORE.
 GZ0724'ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GZ0724'AT CAINS STORE, 88 FEET NORTHEAST OF THE CENTERLINE OF THE
 GZ0724'HIGHWAY, SET IN THE TOP OF A FLAT ROCK OUTCROP, 100 YARDS
 GZ0724'SOUTHWEST OF THE RESIDENCE OF MR. W. I. DALTON, 53 FEET NORTHEAST
 GZ0724'OF THE CENTER OF A WOODEN GATE, 107 FEET NORTHWEST OF THE
 GZ0724'NORTHWEST CORNER OF A BARN, 1.3 FEET NORTHEAST OF A METAL WITNESS
 GZ0724'POST, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GZ0724
 GZ0724                          STATION RECOVERY (1968)
 GZ0724
 GZ0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GZ0724'RECOVERED IN GOOD CONDITION.
 GZ0724
 GZ0724                          STATION RECOVERY (2005)
 GZ0724
 GZ0724'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0724'HOUSE, BARN NO LONGER AT THIS LOCATION, MARK PROBABLY HERE BUT COVERED
 GZ0724'BY SILTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1920 ***********************************************************************
 GZ1920  DESIGNATION -  C 388
 GZ1920  PID         -  GZ1920
 GZ1920  STATE/COUNTY-  KY/BARREN
 GZ1920  USGS QUAD   -  HISEVILLE (1976)
 GZ1920
 GZ1920                         *CURRENT SURVEY CONTROL
 GZ1920  ___________________________________________________________________
 GZ1920* NAD 83(1986)-  37 00 51.     (N)    085 49 20.     (W)     SCALED    
 GZ1920* NAVD 88     -       229.035  (meters)     751.43   (feet)  ADJUSTED  
 GZ1920  ___________________________________________________________________
 GZ1920  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GZ1920  DYNAMIC HT  -         228.850 (meters)     750.82  (feet)  COMP
 GZ1920  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 GZ1920
 GZ1920  VERT ORDER  -  FIRST     CLASS I
 GZ1920
 GZ1920.The horizontal coordinates were scaled from a topographic map and have
 GZ1920.an estimated accuracy of +/- 6 seconds.
 GZ1920
 GZ1920.The orthometric height was determined by differential leveling
 GZ1920.and adjusted by the National Geodetic Survey in June 1991..
 GZ1920
 GZ1920.The geoid height was determined by GEOID03.
 GZ1920
 GZ1920.The dynamic height is computed by dividing the NAVD 88
 GZ1920.geopotential number by the normal gravity value computed on the
 GZ1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1920.degrees latitude (g = 980.6199 gals.).
 GZ1920
 GZ1920.The modeled gravity was interpolated from observed gravity values.
 GZ1920
 GZ1920;                    North         East    Units  Estimated Accuracy
 GZ1920;SPC KY1Z     - 1,075,570.    1,493,570.      MT  (+/- 180 meters Scaled)
 GZ1920
 GZ1920                          SUPERSEDED SURVEY CONTROL
 GZ1920
 GZ1920  NGVD 29 (??/??/92)  229.177  (m)          751.89   (f) ADJ UNCH    1 1
 GZ1920
 GZ1920.Superseded values are not recommended for survey control.
 GZ1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1920.See file dsdata.txt to determine how the superseded data were derived.
 GZ1920
 GZ1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF047970(NAD 83)
 GZ1920_MARKER: DB = BENCH MARK DISK
 GZ1920_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1920_SP_SET: ROCK OUTCROP
 GZ1920_STAMPING: C 388 1968
 GZ1920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1920+STABILITY: POSITION/ELEVATION WELL
 GZ1920
 GZ1920  HISTORY     - Date     Condition        Report By
 GZ1920  HISTORY     - 1968     MONUMENTED       CGS
 GZ1920
 GZ1920                          STATION DESCRIPTION
 GZ1920
 GZ1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1920'5.4 MI E FROM GLASGOW.
 GZ1920'ABOUT 5.35 MILES EAST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY
 GZ1920'80 FROM THE BARREN COUNTY COURTHOUSE AT GLASGOW, OR ABOUT 5.0
 GZ1920'MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80 FROM THE
 GZ1920'INTERSECTION OF THE HIGHWAY AND STATE HIGHWAY 640 AT WISDOM,
 GZ1920'THENCE 0.85 MILE WEST ALONG A PAVED ROAD, THENCE 0.25 MILE
 GZ1920'WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80, 0.15 MILE
 GZ1920'NORTHEAST OF A CONCRETE HIGHWAY BRIDGE OVER BEAVER CREEK, 106
 GZ1920'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17 FEET EAST OF
 GZ1920'THE CENTERLINE OF A PAVED ROAD, SET IN THE TOP OF A FLAT ROCK
 GZ1920'OUTCROP ABOUT LEVEL WITH THE SURFACE OF THE GROUND, 100 YARDS
 GZ1920'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 1.1 FEET WEST OF A
 GZ1920'METAL WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0728 ***********************************************************************
 HB0728  DESIGNATION -  C 389
 HB0728  PID         -  HB0728
 HB0728  STATE/COUNTY-  KY/BALLARD
 HB0728  USGS QUAD   -  BARLOW (1977)
 HB0728
 HB0728                         *CURRENT SURVEY CONTROL
 HB0728  ___________________________________________________________________
 HB0728* NAD 83(1986)-  37 02 42.     (N)    089 02 59.     (W)     SCALED    
 HB0728* NAVD 88     -       104.123  (meters)     341.61   (feet)  ADJUSTED  
 HB0728  ___________________________________________________________________
 HB0728  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 HB0728  DYNAMIC HT  -         104.046 (meters)     341.36  (feet)  COMP
 HB0728  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 HB0728
 HB0728  VERT ORDER  -  FIRST     CLASS I
 HB0728
 HB0728.The horizontal coordinates were scaled from a topographic map and have
 HB0728.an estimated accuracy of +/- 6 seconds.
 HB0728
 HB0728.The orthometric height was determined by differential leveling
 HB0728.and adjusted by the National Geodetic Survey in June 1991..
 HB0728
 HB0728.The geoid height was determined by GEOID03.
 HB0728
 HB0728.The dynamic height is computed by dividing the NAVD 88
 HB0728.geopotential number by the normal gravity value computed on the
 HB0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0728.degrees latitude (g = 980.6199 gals.).
 HB0728
 HB0728.The modeled gravity was interpolated from observed gravity values.
 HB0728
 HB0728;                    North         East    Units  Estimated Accuracy
 HB0728;SPC KY1Z     - 1,084,170.    1,206,520.      MT  (+/- 180 meters Scaled)
 HB0728
 HB0728                          SUPERSEDED SURVEY CONTROL
 HB0728
 HB0728  NGVD 29 (??/??/??)  104.022  (m)          341.28   (f) ADJUSTED    1 1
 HB0728
 HB0728.Superseded values are not recommended for survey control.
 HB0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0728.See file dsdata.txt to determine how the superseded data were derived.
 HB0728
 HB0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG177018(NAD 83)
 HB0728_MARKER: DB = BENCH MARK DISK
 HB0728_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB0728_SP_SET: 28 FEET
 HB0728_STAMPING: C 389 1968
 HB0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0728
 HB0728  HISTORY     - Date     Condition        Report By
 HB0728  HISTORY     - 1968     MONUMENTED       CGS
 HB0728  HISTORY     - 20020319 POOR             USACE
 HB0728
 HB0728                          STATION DESCRIPTION
 HB0728
 HB0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0728'0.5 MI S FROM BARLOW.
 HB0728'ABOUT 0.5 MILE SOUTH ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 HB0728'AT BARLOW, IN THE NORTHWEST EDGE OF A ROADSIDE PARK, 75 FEET EAST
 HB0728'OF THE CENTERLINE OF THE HIGHWAY, 17 FEET SOUTHWEST OF THE
 HB0728'CENTERLINE OF A PAVED ROAD, 45 1/2 FEET SOUTHEAST AND ACROSS THE
 HB0728'PAVED ROAD FROM A POWER POLE WHICH BEARS A STREET LIGHT, 3 FEET
 HB0728'NORTHEAST OF A 12-INCH OAK TREE, 2 1/2 FEET WEST OF AN 8- BY 8-INCH
 HB0728'GUARD POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ON
 HB0728'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 HB0728'OF 28 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS
 HB0728'6 INCHES.
 HB0728
 HB0728                          STATION RECOVERY (2002)
 HB0728
 HB0728'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0728'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0040 ***********************************************************************
 GZ0040  DESIGNATION -  C 39
 GZ0040  PID         -  GZ0040
 GZ0040  STATE/COUNTY-  KY/MADISON
 GZ0040  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0040
 GZ0040                         *CURRENT SURVEY CONTROL
 GZ0040  ___________________________________________________________________
 GZ0040* NAD 83(1986)-  37 47 00.     (N)    084 16 27.     (W)     SCALED    
 GZ0040* NAVD 88     -       243.301  (meters)     798.23   (feet)  ADJUSTED  
 GZ0040  ___________________________________________________________________
 GZ0040  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GZ0040  DYNAMIC HT  -         243.121 (meters)     797.64  (feet)  COMP
 GZ0040  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 GZ0040
 GZ0040  VERT ORDER  -  SECOND    CLASS 0
 GZ0040
 GZ0040.The horizontal coordinates were scaled from a topographic map and have
 GZ0040.an estimated accuracy of +/- 6 seconds.
 GZ0040
 GZ0040.The orthometric height was determined by differential leveling
 GZ0040.and adjusted by the National Geodetic Survey in June 1991..
 GZ0040
 GZ0040.The geoid height was determined by GEOID03.
 GZ0040
 GZ0040.The dynamic height is computed by dividing the NAVD 88
 GZ0040.geopotential number by the normal gravity value computed on the
 GZ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0040.degrees latitude (g = 980.6199 gals.).
 GZ0040
 GZ0040.The modeled gravity was interpolated from observed gravity values.
 GZ0040
 GZ0040;                    North         East    Units  Estimated Accuracy
 GZ0040;SPC KY1Z     - 1,161,950.    1,629,990.      MT  (+/- 180 meters Scaled)
 GZ0040
 GZ0040                          SUPERSEDED SURVEY CONTROL
 GZ0040
 GZ0040  NGVD 29 (??/??/92)  243.462  (m)          798.76   (f) ADJ UNCH    2 0
 GZ0040
 GZ0040.Superseded values are not recommended for survey control.
 GZ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0040.See file dsdata.txt to determine how the superseded data were derived.
 GZ0040
 GZ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG400852(NAD 83)
 GZ0040_MARKER: DB = BENCH MARK DISK
 GZ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0040_STAMPING: C 39 1935 798.758
 GZ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0040+STABILITY: SURFACE MOTION
 GZ0040
 GZ0040  HISTORY     - Date     Condition        Report By
 GZ0040  HISTORY     - 1935     MONUMENTED       CGS
 GZ0040  HISTORY     - 1958     GOOD             NGS
 GZ0040
 GZ0040                          STATION DESCRIPTION
 GZ0040
 GZ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0040'2.8 MI N FROM RICHMOND.
 GZ0040'2.85 MILES NORTH OF THE STATION AT RICHMOND ALONG THE L. AND N.
 GZ0040'RR., 3.8 MILES SOUTH OF RED HOUSE, AT POINT WHERE U.S. HIGHWAY
 GZ0040'227 AND THE TRACK SEPARATE, 35 YARDS SOUTHEAST OF THE CENTER
 GZ0040'LINE OF HIGHWAY, 45 FEET NORTH OF THE NORTH RAIL, 54 FT. NORTHWEST
 GZ0040'OF A 12-INCH CAST IRON PIPE CULVERT UNDER TRACK, DIRECTLY ACROSS
 GZ0040'TRACKS FROM A TELEPHONE POLE WITH MANY WIRES LEADING TO POLE
 GZ0040'FROM NORTHEAST AND ONE CABLE LEADING SOUTHWEST ACROSS TRACKS
 GZ0040'AND HIGHWAY, 7 FEET SOUTH OF A FENCE, 2.5 FEET SOUTH OF A POLE,
 GZ0040'AND ABOUT 5 FEET BELOW THE LEVEL OF TRACKS AND ON THE OUTSIDE
 GZ0040'OF LONG CURVE.  STANDARD DISK IN CONCRETE POST, PROJECTING 5
 GZ0040'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0051 ***********************************************************************
 GD0051  DESIGNATION -  C 39 TVA
 GD0051  PID         -  GD0051
 GD0051  STATE/COUNTY-  KY/TRIGG
 GD0051  USGS QUAD   -  FENTON (1986)
 GD0051
 GD0051                         *CURRENT SURVEY CONTROL
 GD0051  ___________________________________________________________________
 GD0051* NAD 83(1986)-  36 50 17.     (N)    088 05 05.     (W)     SCALED    
 GD0051* NAVD 88     -       173.786  (meters)     570.16   (feet)  ADJUSTED  
 GD0051  ___________________________________________________________________
 GD0051  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0051  DYNAMIC HT  -         173.650 (meters)     569.72  (feet)  COMP
 GD0051  MODELED GRAV-     979,846.5   (mgal)                       NAVD 88
 GD0051
 GD0051  VERT ORDER  -  FIRST     CLASS II
 GD0051
 GD0051.The horizontal coordinates were scaled from a topographic map and have
 GD0051.an estimated accuracy of +/- 6 seconds.
 GD0051
 GD0051.The orthometric height was determined by differential leveling
 GD0051.and adjusted by the National Geodetic Survey in June 1991..
 GD0051
 GD0051.The geoid height was determined by GEOID03.
 GD0051
 GD0051.The dynamic height is computed by dividing the NAVD 88
 GD0051.geopotential number by the normal gravity value computed on the
 GD0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0051.degrees latitude (g = 980.6199 gals.).
 GD0051
 GD0051.The modeled gravity was interpolated from observed gravity values.
 GD0051
 GD0051;                    North         East    Units  Estimated Accuracy
 GD0051;SPC KY1Z     - 1,058,620.    1,291,750.      MT  (+/- 180 meters Scaled)
 GD0051
 GD0051                          SUPERSEDED SURVEY CONTROL
 GD0051
 GD0051  NGVD 29 (??/??/??)  173.851  (m)          570.38   (f) ADJUSTED    1 2
 GD0051
 GD0051.Superseded values are not recommended for survey control.
 GD0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0051.See file dsdata.txt to determine how the superseded data were derived.
 GD0051
 GD0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF032774(NAD 83)
 GD0051_MARKER: Z = SEE DESCRIPTION
 GD0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0051_STAMPING: USRA NX C39 S50 18E
 GD0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0051+STABILITY: SURFACE MOTION
 GD0051
 GD0051  HISTORY     - Date     Condition        Report By
 GD0051  HISTORY     - UNK      MONUMENTED       TVA
 GD0051  HISTORY     - 1946     GOOD             CGS
 GD0051
 GD0051                          STATION DESCRIPTION
 GD0051
 GD0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0051'8.9 MI NW FROM GOLDEN POND.
 GD0051'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0051'AT GOLDEN POND, THENCE ABOUT 6.3 MILES NORTH ALONG THE DIVIDING
 GD0051'RIDGE ROAD, ABOUT 85 YARDS SOUTHEAST OF THE TOP OF A HILL, AT
 GD0051'THE OUTSIDE OF A CURVE, 30 FEET EAST OF THE CENTER LINE OF THE
 GD0051'ROAD, 11 FEET SOUTH OF A BLAZED 14 INCH OAK TREE, ABOUT LEVEL
 GD0051'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 GD0051'IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0238 ***********************************************************************
 HB0238  DESIGNATION -  C 390
 HB0238  PID         -  HB0238
 HB0238  STATE/COUNTY-  KY/MARSHALL
 HB0238  USGS QUAD   -  CALVERT CITY (1993)
 HB0238
 HB0238                         *CURRENT SURVEY CONTROL
 HB0238  ___________________________________________________________________
 HB0238* NAD 83(1986)-  37 00 14.     (N)    088 17 12.     (W)     SCALED    
 HB0238* NAVD 88     -       105.983  (meters)     347.71   (feet)  ADJUSTED  
 HB0238  ___________________________________________________________________
 HB0238  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 HB0238  DYNAMIC HT  -         105.904 (meters)     347.45  (feet)  COMP
 HB0238  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 HB0238
 HB0238  VERT ORDER  -  FIRST     CLASS I
 HB0238
 HB0238.The horizontal coordinates were scaled from a topographic map and have
 HB0238.an estimated accuracy of +/- 6 seconds.
 HB0238
 HB0238.The orthometric height was determined by differential leveling
 HB0238.and adjusted by the National Geodetic Survey in June 1991..
 HB0238
 HB0238.The geoid height was determined by GEOID03.
 HB0238
 HB0238.The dynamic height is computed by dividing the NAVD 88
 HB0238.geopotential number by the normal gravity value computed on the
 HB0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0238.degrees latitude (g = 980.6199 gals.).
 HB0238
 HB0238.The modeled gravity was interpolated from observed gravity values.
 HB0238
 HB0238;                    North         East    Units  Estimated Accuracy
 HB0238;SPC KY1Z     - 1,077,490.    1,274,240.      MT  (+/- 180 meters Scaled)
 HB0238
 HB0238                          SUPERSEDED SURVEY CONTROL
 HB0238
 HB0238  NGVD 29 (??/??/??)  106.048  (m)          347.93   (f) ADJUSTED    1 1
 HB0238
 HB0238.Superseded values are not recommended for survey control.
 HB0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0238.See file dsdata.txt to determine how the superseded data were derived.
 HB0238
 HB0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF855960(NAD 83)
 HB0238_MARKER: DB = BENCH MARK DISK
 HB0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0238_STAMPING: C 390 1968
 HB0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0238+STABILITY: SURFACE MOTION
 HB0238
 HB0238  HISTORY     - Date     Condition        Report By
 HB0238  HISTORY     - 1968     MONUMENTED       CGS
 HB0238  HISTORY     - 1971     GOOD             NGS
 HB0238
 HB0238                          STATION DESCRIPTION
 HB0238
 HB0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0238'1.6 MI W FROM KENTUCKY DAM.
 HB0238'ABOUT 1.15 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0238'THE NAVIGATION LOCK AT KENTUCKY DAM, THENCE 0.5 MILE SOUTHWEST
 HB0238'ALONG STATE HIGHWAY 282, 160 FEET WEST OF THE CENTERLINE OF THE
 HB0238'HIGHWAY, 176 FEET NORTHWEST OF THE CENTER OF A JUNCTION OF THE
 HB0238'HIGHWAY AND A PAVED ROAD, 32 FEET NORTHEAST OF THE CENTERLINE OF
 HB0238'THE PAVED ROAD, 3 1/2 FEET NORTHEAST OF A 10-INCH HARDWOOD TREE,
 HB0238'1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 HB0238'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HB0238'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 HB0238
 HB0238                          STATION RECOVERY (1971)
 HB0238
 HB0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HB0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0183 ***********************************************************************
 HB0183  DESIGNATION -  C 391
 HB0183  PID         -  HB0183
 HB0183  STATE/COUNTY-  KY/LYON
 HB0183  USGS QUAD   -  EDDYVILLE (1973)
 HB0183
 HB0183                         *CURRENT SURVEY CONTROL
 HB0183  ___________________________________________________________________
 HB0183* NAD 83(1986)-  37 05 40.     (N)    088 04 17.     (W)     SCALED    
 HB0183* NAVD 88     -       154.369  (meters)     506.46   (feet)  ADJUSTED  
 HB0183  ___________________________________________________________________
 HB0183  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 HB0183  DYNAMIC HT  -         154.253 (meters)     506.08  (feet)  COMP
 HB0183  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 HB0183
 HB0183  VERT ORDER  -  FIRST     CLASS I
 HB0183
 HB0183.The horizontal coordinates were scaled from a topographic map and have
 HB0183.an estimated accuracy of +/- 6 seconds.
 HB0183
 HB0183.The orthometric height was determined by differential leveling
 HB0183.and adjusted by the National Geodetic Survey in June 1991..
 HB0183
 HB0183.The geoid height was determined by GEOID03.
 HB0183
 HB0183.The dynamic height is computed by dividing the NAVD 88
 HB0183.geopotential number by the normal gravity value computed on the
 HB0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0183.degrees latitude (g = 980.6199 gals.).
 HB0183
 HB0183.The modeled gravity was interpolated from observed gravity values.
 HB0183
 HB0183;                    North         East    Units  Estimated Accuracy
 HB0183;SPC KY1Z     - 1,087,040.    1,293,650.      MT  (+/- 180 meters Scaled)
 HB0183
 HB0183                          SUPERSEDED SURVEY CONTROL
 HB0183
 HB0183  NGVD 29 (??/??/??)  154.433  (m)          506.67   (f) ADJUSTED    1 1
 HB0183
 HB0183.Superseded values are not recommended for survey control.
 HB0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0183.See file dsdata.txt to determine how the superseded data were derived.
 HB0183
 HB0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG047058(NAD 83)
 HB0183_MARKER: DB = BENCH MARK DISK
 HB0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0183_STAMPING: C 391 1968
 HB0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0183+STABILITY: SURFACE MOTION
 HB0183
 HB0183  HISTORY     - Date     Condition        Report By
 HB0183  HISTORY     - 1968     MONUMENTED       CGS
 HB0183
 HB0183                          STATION DESCRIPTION
 HB0183
 HB0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0183'1 MI NE FROM EDDYVILLE.
 HB0183'ABOUT 0.1 MILE SOUTHEAST ALONG EAST MAIN STREET FROM THE POST
 HB0183'OFFICE AT EDDYVILLE, THENCE 0.85 MILE NORTHEAST ALONG U.S. HIGHWAYS
 HB0183'62 AND 641, 0.5 MILE SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 62
 HB0183'AND U.S. HIGHWAY 641, 61 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HB0183'HIGHWAY, 58 FEET NORTHEAST OF THE CENTERLINE OF A PRIVATE DRIVEWAY,
 HB0183'184 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 4, 37 FEET SOUTH OF THE
 HB0183'SOUTHWEST END OF THE CONCRETE HEADWALL OF A CULVERT UNDER THE
 HB0183'HIGHWAY, 12 FEET NORTHEAST OF AN OAK TREE, 1.5 FEET SOUTHEAST OF
 HB0183'A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY,
 HB0183'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1234 ***********************************************************************
 GC1234  DESIGNATION -  C 392
 GC1234  PID         -  GC1234
 GC1234  STATE/COUNTY-  KY/CHRISTIAN
 GC1234  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1234
 GC1234                         *CURRENT SURVEY CONTROL
 GC1234  ___________________________________________________________________
 GC1234* NAD 83(1986)-  36 51 51.     (N)    087 27 26.     (W)     SCALED    
 GC1234* NAVD 88     -       175.593  (meters)     576.09   (feet)  ADJUSTED  
 GC1234  ___________________________________________________________________
 GC1234  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC1234  DYNAMIC HT  -         175.454 (meters)     575.64  (feet)  COMP
 GC1234  MODELED GRAV-     979,837.1   (mgal)                       NAVD 88
 GC1234
 GC1234  VERT ORDER  -  FIRST     CLASS I
 GC1234
 GC1234.The horizontal coordinates were scaled from a topographic map and have
 GC1234.an estimated accuracy of +/- 6 seconds.
 GC1234
 GC1234.The orthometric height was determined by differential leveling
 GC1234.and adjusted by the National Geodetic Survey in June 1991..
 GC1234
 GC1234.The geoid height was determined by GEOID03.
 GC1234
 GC1234.The dynamic height is computed by dividing the NAVD 88
 GC1234.geopotential number by the normal gravity value computed on the
 GC1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1234.degrees latitude (g = 980.6199 gals.).
 GC1234
 GC1234.The modeled gravity was interpolated from observed gravity values.
 GC1234
 GC1234;                    North         East    Units  Estimated Accuracy
 GC1234;SPC KY1Z     - 1,060,310.    1,347,770.      MT  (+/- 180 meters Scaled)
 GC1234
 GC1234                          SUPERSEDED SURVEY CONTROL
 GC1234
 GC1234  NGVD 29 (??/??/92)  175.662  (m)          576.32   (f) ADJ UNCH    1 1
 GC1234
 GC1234.Superseded values are not recommended for survey control.
 GC1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1234.See file dsdata.txt to determine how the superseded data were derived.
 GC1234
 GC1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF592799(NAD 83)
 GC1234_MARKER: DB = BENCH MARK DISK
 GC1234_SETTING: 66 = SET IN ROCK OUTCROP
 GC1234_SP_SET: ROCK OUTCROP
 GC1234_STAMPING: C 392 1968
 GC1234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1234+STABILITY: POSITION/ELEVATION WELL
 GC1234
 GC1234  HISTORY     - Date     Condition        Report By
 GC1234  HISTORY     - 1968     MONUMENTED       CGS
 GC1234
 GC1234                          STATION DESCRIPTION
 GC1234
 GC1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1234'2 MI E FROM HOPKINSVILLE.
 GC1234'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1234'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE
 GC1234'EAST ALONG EAST 9TH STREET WHICH IS U.S. HIGHWAYS 41 AND 68 AND
 GC1234'STATE HIGHWAY 80 AND 109, THENCE 1.25 MILES EAST ALONG MC LEAN
 GC1234'AVENUE WHICH IS U.S. HIGHWAY 68 AND STATE HIGHWAY 80, 43 FEET
 GC1234'NORTH OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF A
 GC1234'FLAT ROCK OUTCROP, 32 FEET WEST OF THE EXTENDED CENTERLINE OF A
 GC1234'PAVED ROAD, 26 1/2 FEET EAST OF THE CENTERLINE OF A PAVED
 GC1234'DRIVEWAY, 14 1/2 FEET EAST OF THE MORE EASTERLY PILLAR AT THE
 GC1234'DRIVEWAY ENTRANCE, 21 FEET WEST OF A POWER POLE WHICH IS BRACED
 GC1234'BY A GUY WIRE, 2 FEET SOUTH OF A CONCRETE RETAINING WALL, AND
 GC1234'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2735 ***********************************************************************
 GC2735  DESIGNATION -  C 392 RESET
 GC2735  PID         -  GC2735
 GC2735  STATE/COUNTY-  KY/CHRISTIAN
 GC2735  USGS QUAD   -  HOPKINSVILLE (1982)
 GC2735
 GC2735                         *CURRENT SURVEY CONTROL
 GC2735  ___________________________________________________________________
 GC2735* NAD 83(1986)-  36 51 51.     (N)    087 27 26.     (W)     SCALED    
 GC2735* NAVD 88     -       176.87   (meters)     580.3    (feet)  RESET     
 GC2735  ___________________________________________________________________
 GC2735  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC2735
 GC2735  VERT ORDER  -  THIRD
 GC2735
 GC2735.The horizontal coordinates were scaled from a topographic map and have
 GC2735.an estimated accuracy of +/- 6 seconds.
 GC2735
 GC2735.The orthometric height was computed from unverified reset data.
 GC2735.No vertical observational check was made to the station.
 GC2735
 GC2735.The geoid height was determined by GEOID03.
 GC2735
 GC2735;                    North         East    Units  Estimated Accuracy
 GC2735;SPC KY1Z     - 1,060,310.    1,347,770.      MT  (+/- 180 meters Scaled)
 GC2735
 GC2735                          SUPERSEDED SURVEY CONTROL
 GC2735
 GC2735  NGVD 29 (10/08/05)  176.94   (m)          580.5    (f) RESET       3  
 GC2735
 GC2735.Superseded values are not recommended for survey control.
 GC2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2735.See file dsdata.txt to determine how the superseded data were derived.
 GC2735
 GC2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF592799(NAD 83)
 GC2735_MARKER: DB = BENCH MARK DISK
 GC2735_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GC2735_SP_SET: HEADWALL
 GC2735_STAMPING: C 392 RESET 1985
 GC2735_MARK LOGO: KYDT  
 GC2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2735+STABILITY: SURFACE MOTION
 GC2735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC2735+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2002
 GC2735
 GC2735  HISTORY     - Date     Condition        Report By
 GC2735  HISTORY     - 1985     MONUMENTED       KYDT
 GC2735  HISTORY     - 20020702 GOOD             KYDT
 GC2735
 GC2735                          STATION DESCRIPTION
 GC2735
 GC2735'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1985
 GC2735'3.1 KM (1.90 MI) EAST FROM HOPKINSVILLE.
 GC2735'0.1 MI SOUTHWEST ALONG SOUTH MAIN STREET FROM THE CHRISTIAN COUNTY
 GC2735'COURTHOUSE IN HOPKINSVILLE, THEN 0.6 MI EAST ALONG EAST 9TH STREET
 GC2735'(U S HIGHWAYS 41 AND 68 AND STATE ROUTES 80 AND 109), THEN 1.2 MILES
 GC2735'EAST ALONG MCLEAN AVENUE (HIGHWAY 68 AND ROUTE 80), TO THE MARK ON
 GC2735'THE RIGHT, 40 FT SOUTH OF THE ROAD CENTER, SET IN THE CENTER OF AN 8
 GC2735'FT HEADWALL OF AN 18 INCH CONCRETE PIPE UNDER THE ROAD, 23.5 FT
 GC2735'SOUTHWEST OF A WATER VALVE, 19 FT NORTH OF UTILITY POLE NUMBER 14.
 GC2735
 GC2735                          STATION RECOVERY (2002)
 GC2735
 GC2735'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GC2735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1178 ***********************************************************************
 GC1178  DESIGNATION -  C 393
 GC1178  PID         -  GC1178
 GC1178  STATE/COUNTY-  KY/LOGAN
 GC1178  USGS QUAD   -  OLMSTEAD (1985)
 GC1178
 GC1178                         *CURRENT SURVEY CONTROL
 GC1178  ___________________________________________________________________
 GC1178* NAD 83(1986)-  36 48 59.     (N)    087 00 36.     (W)     SCALED    
 GC1178* NAVD 88     -       177.590  (meters)     582.64   (feet)  ADJUSTED  
 GC1178  ___________________________________________________________________
 GC1178  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GC1178  DYNAMIC HT  -         177.449 (meters)     582.18  (feet)  COMP
 GC1178  MODELED GRAV-     979,835.8   (mgal)                       NAVD 88
 GC1178
 GC1178  VERT ORDER  -  FIRST     CLASS I
 GC1178
 GC1178.The horizontal coordinates were scaled from a topographic map and have
 GC1178.an estimated accuracy of +/- 6 seconds.
 GC1178
 GC1178.The orthometric height was determined by differential leveling
 GC1178.and adjusted by the National Geodetic Survey in June 1991..
 GC1178
 GC1178.The geoid height was determined by GEOID03.
 GC1178
 GC1178.The dynamic height is computed by dividing the NAVD 88
 GC1178.geopotential number by the normal gravity value computed on the
 GC1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1178.degrees latitude (g = 980.6199 gals.).
 GC1178
 GC1178.The modeled gravity was interpolated from observed gravity values.
 GC1178
 GC1178;                    North         East    Units  Estimated Accuracy
 GC1178;SPC KY1Z     - 1,054,370.    1,387,570.      MT  (+/- 180 meters Scaled)
 GC1178
 GC1178                          SUPERSEDED SURVEY CONTROL
 GC1178
 GC1178  NGVD 29 (??/??/92)  177.680  (m)          582.94   (f) ADJ UNCH    1 1
 GC1178
 GC1178.Superseded values are not recommended for survey control.
 GC1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1178.See file dsdata.txt to determine how the superseded data were derived.
 GC1178
 GC1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF991745(NAD 83)
 GC1178_MARKER: DB = BENCH MARK DISK
 GC1178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1178_SP_SET: BRIDGE
 GC1178_STAMPING: C 393 1968
 GC1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1178+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 GC1178
 GC1178  HISTORY     - Date     Condition        Report By
 GC1178  HISTORY     - 1968     MONUMENTED       CGS
 GC1178  HISTORY     - 19950913 GOOD             KYDT
 GC1178
 GC1178                          STATION DESCRIPTION
 GC1178
 GC1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1178'6.8 MI W FROM RUSSELLVILLE.
 GC1178'ABOUT 6.8 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GC1178'FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT RUSSELLVILLE,
 GC1178'OR ABOUT 8.3 MILES EAST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY
 GC1178'80 FROM THE TODD COUNTY COURTHOUSE AT ELKTON, 15 FEET SOUTH OF
 GC1178'THE CENTERLINE OF THE HIGHWAY, 53 FEET WEST OF THE CENTERLINE OF
 GC1178'STATE HIGHWAY 1151, SET IN THE TOP OF THE SOUTH END OF THE EAST
 GC1178'CONCRETE ABUTMENT OF A U.S. HIGHWAY 68 BRIDGE OVER WHIPPOORWILL
 GC1178'CREEK, AND ABOUT LEVEL WITH THE HIGHWAY.
 GC1178
 GC1178                          STATION RECOVERY (1995)
 GC1178
 GC1178'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0613 ***********************************************************************
 GD0613  DESIGNATION -  C 394
 GD0613  PID         -  GD0613
 GD0613  STATE/COUNTY-  KY/HICKMAN
 GD0613  USGS QUAD   -  OAKTON (1982)
 GD0613
 GD0613                         *CURRENT SURVEY CONTROL
 GD0613  ___________________________________________________________________
 GD0613* NAD 83(1986)-  36 44 59.     (N)    089 00 06.     (W)     SCALED    
 GD0613* NAVD 88     -       104.981  (meters)     344.43   (feet)  ADJUSTED  
 GD0613  ___________________________________________________________________
 GD0613  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GD0613  DYNAMIC HT  -         104.900 (meters)     344.16  (feet)  COMP
 GD0613  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 GD0613
 GD0613  VERT ORDER  -  FIRST     CLASS I
 GD0613
 GD0613.The horizontal coordinates were scaled from a topographic map and have
 GD0613.an estimated accuracy of +/- 6 seconds.
 GD0613
 GD0613.The orthometric height was determined by differential leveling
 GD0613.and adjusted by the National Geodetic Survey in June 1991..
 GD0613
 GD0613.The geoid height was determined by GEOID03.
 GD0613
 GD0613.The dynamic height is computed by dividing the NAVD 88
 GD0613.geopotential number by the normal gravity value computed on the
 GD0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0613.degrees latitude (g = 980.6199 gals.).
 GD0613
 GD0613.The modeled gravity was interpolated from observed gravity values.
 GD0613
 GD0613;                    North         East    Units  Estimated Accuracy
 GD0613;SPC KY1Z     - 1,051,270.    1,209,650.      MT  (+/- 180 meters Scaled)
 GD0613
 GD0613                          SUPERSEDED SURVEY CONTROL
 GD0613
 GD0613  NGVD 29 (??/??/??)  104.889  (m)          344.12   (f) ADJUSTED    1 1
 GD0613
 GD0613.Superseded values are not recommended for survey control.
 GD0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0613.See file dsdata.txt to determine how the superseded data were derived.
 GD0613
 GD0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF213689(NAD 83)
 GD0613_MARKER: DB = BENCH MARK DISK
 GD0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0613_SP_SET: METAL BASE PLATE
 GD0613_STAMPING: C 394 1974
 GD0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0613+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 GD0613
 GD0613  HISTORY     - Date     Condition        Report By
 GD0613  HISTORY     - 1974     MONUMENTED       NGS
 GD0613  HISTORY     - 20020814 GOOD             USACE
 GD0613
 GD0613                          STATION DESCRIPTION
 GD0613
 GD0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0613'2.8 MI S FROM ARLINGTON.
 GD0613'ABOUT 2.8 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE INTERSECTION
 GD0613'OF STATE HIGHWAY 80 AT ARLINGTON, 142 FEET SOUTHWEST OF THE
 GD0613'SOUTHWEST CORNER OF A BRICK HOUSE ON A HILL (EVERETT V. RINGO
 GD0613'PROPERTY), 144.3 FEET SOUTH-SOUTHEAST OF A POWER POLE 526, 86 FEET
 GD0613'EAST OF THE CENTER LINE OF THE HIGHWAY, 27 1/2 FEET EAST OF THE
 GD0613'CENTER LINE OF A NARROW ASPHALT DRIVEWAY, 5 FEET WEST OF A LONE
 GD0613'14-INCH CHERRY TREE, 2.6 FEET EAST OF A CORNER POST, 1 FOOT NORTH
 GD0613'OF A WOVEN WIRE FENCE BEARING A WITNESS TAG, ABOUT 10 FEET ABOVE
 GD0613'HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT
 GD0613'IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 1-INCH BELOW
 GD0613'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE
 GD0613'GROUND.
 GD0613
 GD0613                          STATION RECOVERY (2002)
 GD0613
 GD0613'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0842 ***********************************************************************
 HA0842  DESIGNATION -  C 40
 HA0842  PID         -  HA0842
 HA0842  STATE/COUNTY-  KY/WEBSTER
 HA0842  USGS QUAD   -  BLACKFORD (1954)
 HA0842
 HA0842                         *CURRENT SURVEY CONTROL
 HA0842  ___________________________________________________________________
 HA0842* NAD 83(1986)-  37 27 49.     (N)    087 53 30.     (W)     SCALED    
 HA0842* NAVD 88     -       109.154  (meters)     358.12   (feet)  ADJUSTED  
 HA0842  ___________________________________________________________________
 HA0842  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 HA0842  DYNAMIC HT  -         109.075 (meters)     357.86  (feet)  COMP
 HA0842  MODELED GRAV-     979,906.1   (mgal)                       NAVD 88
 HA0842
 HA0842  VERT ORDER  -  SECOND    CLASS 0
 HA0842
 HA0842.The horizontal coordinates were scaled from a topographic map and have
 HA0842.an estimated accuracy of +/- 6 seconds.
 HA0842
 HA0842.The orthometric height was determined by differential leveling
 HA0842.and adjusted by the National Geodetic Survey in June 1991..
 HA0842
 HA0842.The geoid height was determined by GEOID03.
 HA0842
 HA0842.The dynamic height is computed by dividing the NAVD 88
 HA0842.geopotential number by the normal gravity value computed on the
 HA0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0842.degrees latitude (g = 980.6199 gals.).
 HA0842
 HA0842.The modeled gravity was interpolated from observed gravity values.
 HA0842
 HA0842;                    North         East    Units  Estimated Accuracy
 HA0842;SPC KY1Z     - 1,127,620.    1,310,560.      MT  (+/- 180 meters Scaled)
 HA0842
 HA0842                          SUPERSEDED SURVEY CONTROL
 HA0842
 HA0842  NGVD 29 (??/??/92)  109.251  (m)          358.43   (f) ADJ UNCH    2 0
 HA0842
 HA0842.Superseded values are not recommended for survey control.
 HA0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0842.See file dsdata.txt to determine how the superseded data were derived.
 HA0842
 HA0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG211466(NAD 83)
 HA0842_MARKER: DB = BENCH MARK DISK
 HA0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0842_STAMPING: C 40 1934
 HA0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0842+STABILITY: SURFACE MOTION
 HA0842
 HA0842  HISTORY     - Date     Condition        Report By
 HA0842  HISTORY     - 1934     MONUMENTED       CGS
 HA0842  HISTORY     - 1952     MARK NOT FOUND   USGS
 HA0842
 HA0842                          STATION DESCRIPTION
 HA0842
 HA0842'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HA0842'2.5 MI SW FROM WHEATCROFT.
 HA0842'2.5 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0842'STATION AT WHEATCROFT, WEBSTER COUNTY, 58.8 FEET EAST OF THE
 HA0842'EAST SIDE OF THE STATION AT VIRGINIA, AT A ROAD CROSSING, 32.4
 HA0842'FEET SOUTH OF A FENCE CORNER, 23.9 FEET WEST OF THE CENTERLINE
 HA0842'OF THE DIRT ROAD, 15.5 FEET NORTH OF THE NORTH RAIL, 3.9 FEET
 HA0842'WEST OF A CATTLE-GUARD FENCE, AND ABOUT 1-1/2 FEET LOWER THAN
 HA0842'THE TRACK.  A STANDARD DISK, STAMPED C 40 1934 AND SET IN THE
 HA0842'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0052 ***********************************************************************
 GD0052  DESIGNATION -  C 40 TVA
 GD0052  PID         -  GD0052
 GD0052  STATE/COUNTY-  KY/TRIGG
 GD0052  USGS QUAD   -  FENTON (1986)
 GD0052
 GD0052                         *CURRENT SURVEY CONTROL
 GD0052  ___________________________________________________________________
 GD0052* NAD 83(1986)-  36 50 12.     (N)    088 04 58.     (W)     SCALED    
 GD0052* NAVD 88     -       169.254  (meters)     555.29   (feet)  ADJUSTED  
 GD0052  ___________________________________________________________________
 GD0052  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0052  DYNAMIC HT  -         169.122 (meters)     554.86  (feet)  COMP
 GD0052  MODELED GRAV-     979,845.8   (mgal)                       NAVD 88
 GD0052
 GD0052  VERT ORDER  -  FIRST     CLASS II
 GD0052
 GD0052.The horizontal coordinates were scaled from a topographic map and have
 GD0052.an estimated accuracy of +/- 6 seconds.
 GD0052
 GD0052.The orthometric height was determined by differential leveling
 GD0052.and adjusted by the National Geodetic Survey in June 1991..
 GD0052
 GD0052.The geoid height was determined by GEOID03.
 GD0052
 GD0052.The dynamic height is computed by dividing the NAVD 88
 GD0052.geopotential number by the normal gravity value computed on the
 GD0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0052.degrees latitude (g = 980.6199 gals.).
 GD0052
 GD0052.The modeled gravity was interpolated from observed gravity values.
 GD0052
 GD0052;                    North         East    Units  Estimated Accuracy
 GD0052;SPC KY1Z     - 1,058,470.    1,291,920.      MT  (+/- 180 meters Scaled)
 GD0052
 GD0052                          SUPERSEDED SURVEY CONTROL
 GD0052
 GD0052  NGVD 29 (??/??/??)  169.320  (m)          555.51   (f) ADJUSTED    1 2
 GD0052
 GD0052.Superseded values are not recommended for survey control.
 GD0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0052.See file dsdata.txt to determine how the superseded data were derived.
 GD0052
 GD0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF034773(NAD 83)
 GD0052_MARKER: Z = SEE DESCRIPTION
 GD0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0052_STAMPING: USRA NX C40 N50.18W
 GD0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0052+STABILITY: SURFACE MOTION
 GD0052
 GD0052  HISTORY     - Date     Condition        Report By
 GD0052  HISTORY     - UNK      MONUMENTED       TVA
 GD0052  HISTORY     - 1972     GOOD             NGS
 GD0052
 GD0052                          STATION DESCRIPTION
 GD0052
 GD0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GD0052'4.2 MI N FROM GOLDEN POND.
 GD0052'ABOUT 4.2 MILES NORTH OF JUNCTION OF HIGHWAY 453 NORTH AND 68
 GD0052'FOR 4.25 MILES TURN RIGHT ON OLD TRAIL GO 0.3 MILES TH STATION,
 GD0052'27 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 22 FEET SOUTH
 GD0052'OF A BLAZED 10 INCH OAK TREE, ABOUT LEVEL WITH THE ROAD AND SET
 GD0052'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2063 ***********************************************************************
 GC2063  DESIGNATION -  C 400
 GC2063  PID         -  GC2063
 GC2063  STATE/COUNTY-  KY/LOGAN
 GC2063  USGS QUAD   -  RUSSELLVILLE (1983)
 GC2063
 GC2063                         *CURRENT SURVEY CONTROL
 GC2063  ___________________________________________________________________
 GC2063* NAD 83(1986)-  36 50 35.     (N)    086 53 04.     (W)     SCALED    
 GC2063* NAVD 88     -       187.437  (meters)     614.95   (feet)  ADJUSTED  
 GC2063  ___________________________________________________________________
 GC2063  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GC2063  DYNAMIC HT  -         187.290 (meters)     614.47  (feet)  COMP
 GC2063  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 GC2063
 GC2063  VERT ORDER  -  FIRST     CLASS II
 GC2063
 GC2063.The horizontal coordinates were scaled from a topographic map and have
 GC2063.an estimated accuracy of +/- 6 seconds.
 GC2063
 GC2063.The orthometric height was determined by differential leveling
 GC2063.and adjusted by the National Geodetic Survey in June 1991..
 GC2063
 GC2063.The geoid height was determined by GEOID03.
 GC2063
 GC2063.The dynamic height is computed by dividing the NAVD 88
 GC2063.geopotential number by the normal gravity value computed on the
 GC2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2063.degrees latitude (g = 980.6199 gals.).
 GC2063
 GC2063.The modeled gravity was interpolated from observed gravity values.
 GC2063
 GC2063;                    North         East    Units  Estimated Accuracy
 GC2063;SPC KY1Z     - 1,057,190.    1,398,810.      MT  (+/- 180 meters Scaled)
 GC2063
 GC2063                          SUPERSEDED SURVEY CONTROL
 GC2063
 GC2063.No superseded survey control is available for this station.
 GC2063
 GC2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF103774(NAD 83)
 GC2063_MARKER: I = METAL ROD
 GC2063_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GC2063_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GC2063_STAMPING: C 400 1984
 GC2063_MARK LOGO: NGS   
 GC2063_PROJECTION: RECESSED 3 CENTIMETERS
 GC2063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2063+STABILITY: POSITION/ELEVATION WELL
 GC2063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC2063+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 GC2063_ROD/PIPE-DEPTH: 3.69 meters
 GC2063_SLEEVE-DEPTH  : 1.82 meters
 GC2063
 GC2063  HISTORY     - Date     Condition        Report By
 GC2063  HISTORY     - 1984     MONUMENTED       NGS
 GC2063  HISTORY     - 19950913 GOOD             KYDT
 GC2063
 GC2063                          STATION DESCRIPTION
 GC2063
 GC2063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2063'IN RUSSELLVILLE.
 GC2063'IN RUSSELLVILLE, SET IN THE NORTHWEST CORNER OF THE LAWN OF THE
 GC2063'RUSSELLVILLE MIDDLE SCHOOL, LOCATED AT THE JUNCTION OF SOUTH SUMMER
 GC2063'AND EAST SEVENTH STREETS, 9.60 METERS (31.5 FT) SOUTHEAST OF THE
 GC2063'SOUTHEAST CURB OF EAST SEVENTH STREET, 10.97 METERS (36.0 FT)
 GC2063'EAST-SOUTHEAST OF THE EAST-SOUTHEAST CURB OF SOUTH SUMMER STREET,
 GC2063'10.24 METERS (33.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL
 GC2063'BUILDING, 10.24 METERS (33.6 FT) SOUTHEAST OF A FIRE HYDRANT,
 GC2063'7.28 METERS (23.9 FT) SOUTHEAST OF A FLAGPOLE, AND 4.75 METERS
 GC2063'(15.6 FT) NORTH OF THE NORTH EDGE OF AN EAST-WEST SIDEWALK LEADING TO
 GC2063'THE SCHOOL.  NOTE, THIS MARK WAS CEMENTED IN BEDROCK.
 GC2063'THE MARK IS ABOVE LEVEL WITH STREETS.
 GC2063
 GC2063                          STATION RECOVERY (1995)
 GC2063
 GC2063'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC2063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2765 ***********************************************************************
 GC2765  DESIGNATION -  C 401 RESET
 GC2765  PID         -  GC2765
 GC2765  STATE/COUNTY-  KY/LOGAN
 GC2765  USGS QUAD   -  RUSSELLVILLE (1983)
 GC2765
 GC2765                         *CURRENT SURVEY CONTROL
 GC2765  ___________________________________________________________________
 GC2765* NAD 83(1986)-  36 50 36.     (N)    086 54 09.     (W)     SCALED    
 GC2765* NAVD 88     -       187.20   (meters)     614.2    (feet)  RESET     
 GC2765  ___________________________________________________________________
 GC2765  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GC2765
 GC2765  VERT ORDER  -  THIRD
 GC2765
 GC2765.The horizontal coordinates were scaled from a topographic map and have
 GC2765.an estimated accuracy of +/- 6 seconds.
 GC2765
 GC2765.The orthometric height was computed from unverified reset data.
 GC2765.No vertical observational check was made to the station.
 GC2765
 GC2765.The geoid height was determined by GEOID03.
 GC2765
 GC2765;                    North         East    Units  Estimated Accuracy
 GC2765;SPC KY1Z     - 1,057,240.    1,397,200.      MT  (+/- 180 meters Scaled)
 GC2765
 GC2765                          SUPERSEDED SURVEY CONTROL
 GC2765
 GC2765.No superseded survey control is available for this station.
 GC2765
 GC2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF086774(NAD 83)
 GC2765_MARKER: DB = BENCH MARK DISK
 GC2765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC2765_SP_SET: CATCH BASIN
 GC2765_STAMPING: C 401 RESET 1990
 GC2765_MARK LOGO: NGS   
 GC2765_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2765
 GC2765  HISTORY     - Date     Condition        Report By
 GC2765  HISTORY     - 1990     MONUMENTED       KYDT
 GC2765
 GC2765                          STATION DESCRIPTION
 GC2765
 GC2765'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1990
 GC2765'0.8 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80 FROM THE
 GC2765'PUBLIC SQUARE IN RUSSELLVILLE, AT THE INTERSECTION OF SHELTON LANE,
 GC2765'31 FEET SOUTH OF CENTERLINE OF HIGHWAY, 6 FEET NORTHWEST OF POWERPOLE
 GC2765'NO. 40, IN THE SOUTHWEST END OF A 3X3 FOOT CATCH BASIN LOCATED AT THE
 GC2765'EAST END OF PARKING LOT OF THE PANTRY MARKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2175 ***********************************************************************
 HY2175  DESIGNATION -  C 402
 HY2175  PID         -  HY2175
 HY2175  STATE/COUNTY-  KY/GREENUP
 HY2175  USGS QUAD   -  GREENUP (1985)
 HY2175
 HY2175                         *CURRENT SURVEY CONTROL
 HY2175  ___________________________________________________________________
 HY2175* NAD 83(1986)-  38 34 25.     (N)    082 49 54.     (W)     SCALED    
 HY2175* NAVD 88     -       163.413  (meters)     536.13   (feet)  ADJUSTED  
 HY2175  ___________________________________________________________________
 HY2175  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HY2175  DYNAMIC HT  -         163.309 (meters)     535.79  (feet)  COMP
 HY2175  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 HY2175
 HY2175  VERT ORDER  -  FIRST     CLASS II
 HY2175
 HY2175.The horizontal coordinates were scaled from a topographic map and have
 HY2175.an estimated accuracy of +/- 6 seconds.
 HY2175
 HY2175.The orthometric height was determined by differential leveling
 HY2175.and adjusted by the National Geodetic Survey in June 1991..
 HY2175
 HY2175.The geoid height was determined by GEOID03.
 HY2175
 HY2175.The dynamic height is computed by dividing the NAVD 88
 HY2175.geopotential number by the normal gravity value computed on the
 HY2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2175.degrees latitude (g = 980.6199 gals.).
 HY2175
 HY2175.The modeled gravity was interpolated from observed gravity values.
 HY2175
 HY2175;                    North         East    Units  Estimated Accuracy
 HY2175;SPC KY1Z     - 1,252,620.    1,754,270.      MT  (+/- 180 meters Scaled)
 HY2175
 HY2175                          SUPERSEDED SURVEY CONTROL
 HY2175
 HY2175.No superseded survey control is available for this station.
 HY2175
 HY2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC404710(NAD 83)
 HY2175_MARKER: I = METAL ROD
 HY2175_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HY2175_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HY2175_STAMPING: C 402 1984
 HY2175_MARK LOGO: NGS   
 HY2175_PROJECTION: FLUSH
 HY2175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2175+STABILITY: POSITION/ELEVATION WELL
 HY2175_ROD/PIPE-DEPTH: 13.4 meters
 HY2175_SLEEVE-DEPTH  : 6.1 meters
 HY2175
 HY2175  HISTORY     - Date     Condition        Report By
 HY2175  HISTORY     - 1984     MONUMENTED       NGS
 HY2175
 HY2175                          STATION DESCRIPTION
 HY2175
 HY2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2175'IN GREENUP.
 HY2175'IN GREENUP, ALONG MAIN STREET, ON THE PROPERTY OF THE CITY BUILDING OF
 HY2175'THE POLICE AND FIRE DEPARTMENT, 30.02 METERS (98.5 FT) NORTHEAST OF
 HY2175'THE CENTERLINE OF THE STREET, 1.43 METERS (4.7 FT) EAST OF THE EAST
 HY2175'CORNER OF THE BUILDING.
 HY2175'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2646 ***********************************************************************
 GZ2646  DESIGNATION -  C 403
 GZ2646  PID         -  GZ2646
 GZ2646  STATE/COUNTY-  KY/LINCOLN
 GZ2646  USGS QUAD   -  STANFORD (1979)
 GZ2646
 GZ2646                         *CURRENT SURVEY CONTROL
 GZ2646  ___________________________________________________________________
 GZ2646* NAD 83(1986)-  37 31 50.     (N)    084 39 09.     (W)     SCALED    
 GZ2646* NAVD 88     -       276.765  (meters)     908.02   (feet)  ADJUSTED  
 GZ2646  ___________________________________________________________________
 GZ2646  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GZ2646  DYNAMIC HT  -         276.552 (meters)     907.32  (feet)  COMP
 GZ2646  MODELED GRAV-     979,850.6   (mgal)                       NAVD 88
 GZ2646
 GZ2646  VERT ORDER  -  FIRST     CLASS II
 GZ2646
 GZ2646.The horizontal coordinates were scaled from a topographic map and have
 GZ2646.an estimated accuracy of +/- 6 seconds.
 GZ2646
 GZ2646.The orthometric height was determined by differential leveling
 GZ2646.and adjusted by the National Geodetic Survey in June 1991..
 GZ2646
 GZ2646.The geoid height was determined by GEOID03.
 GZ2646
 GZ2646.The dynamic height is computed by dividing the NAVD 88
 GZ2646.geopotential number by the normal gravity value computed on the
 GZ2646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2646.degrees latitude (g = 980.6199 gals.).
 GZ2646
 GZ2646.The modeled gravity was interpolated from observed gravity values.
 GZ2646
 GZ2646;                    North         East    Units  Estimated Accuracy
 GZ2646;SPC KY1Z     - 1,133,440.    1,597,000.      MT  (+/- 180 meters Scaled)
 GZ2646
 GZ2646                          SUPERSEDED SURVEY CONTROL
 GZ2646
 GZ2646.No superseded survey control is available for this station.
 GZ2646
 GZ2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG074563(NAD 83)
 GZ2646_MARKER: DB = BENCH MARK DISK
 GZ2646_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GZ2646_SP_SET: BRIDGE ABUTMENT
 GZ2646_STAMPING: C 403 1985
 GZ2646_MARK LOGO: NGS   
 GZ2646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2646
 GZ2646  HISTORY     - Date     Condition        Report By
 GZ2646  HISTORY     - 1985     MONUMENTED       NGS
 GZ2646
 GZ2646                          STATION DESCRIPTION
 GZ2646
 GZ2646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2646'IN STANFORD.
 GZ2646'IN STANFORD, AT THE SOUTHERN RAILROAD BRIDGE OVER U.S. HIGHWAY 27,
 GZ2646'0.08 KM (0.05 MI) NORTH OF THE JUNCTION OF EAST MAIN STREET AND U.S.
 GZ2646'HIGHWAY 27, IN TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE
 GZ2646'BRIDGE.  IT IS 1.67 METERS (5.5 FT) NORTH OF THE NORTH RAIL OF THE
 GZ2646'TRACKS AND 0.54 METER (1.8 FT) EAST OF THE EAST END OF THE NORTH PIPE
 GZ2646'GUARDRAIL OF THE BRIDGE.
 GZ2646'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1264 ***********************************************************************
 HA1264  DESIGNATION -  C 405
 HA1264  PID         -  HA1264
 HA1264  STATE/COUNTY-  KY/UNION
 HA1264  USGS QUAD   -  STURGIS (1969)
 HA1264
 HA1264                         *CURRENT SURVEY CONTROL
 HA1264  ___________________________________________________________________
 HA1264* NAD 83(1986)-  37 35 28.     (N)    087 57 44.     (W)     SCALED    
 HA1264* NAVD 88     -       133.778  (meters)     438.90   (feet)  ADJUSTED  
 HA1264  ___________________________________________________________________
 HA1264  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HA1264  DYNAMIC HT  -         133.683 (meters)     438.59  (feet)  COMP
 HA1264  MODELED GRAV-     979,919.1   (mgal)                       NAVD 88
 HA1264
 HA1264  VERT ORDER  -  FIRST     CLASS II
 HA1264
 HA1264.The horizontal coordinates were scaled from a topographic map and have
 HA1264.an estimated accuracy of +/- 6 seconds.
 HA1264
 HA1264.The orthometric height was determined by differential leveling
 HA1264.and adjusted by the National Geodetic Survey in June 1991..
 HA1264
 HA1264.The geoid height was determined by GEOID03.
 HA1264
 HA1264.The dynamic height is computed by dividing the NAVD 88
 HA1264.geopotential number by the normal gravity value computed on the
 HA1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1264.degrees latitude (g = 980.6199 gals.).
 HA1264
 HA1264.The modeled gravity was interpolated from observed gravity values.
 HA1264
 HA1264;                    North         East    Units  Estimated Accuracy
 HA1264;SPC KY1Z     - 1,141,910.    1,304,660.      MT  (+/- 180 meters Scaled)
 HA1264
 HA1264                          SUPERSEDED SURVEY CONTROL
 HA1264
 HA1264.No superseded survey control is available for this station.
 HA1264
 HA1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG150608(NAD 83)
 HA1264_MARKER: I = METAL ROD
 HA1264_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1264_SP_SET: STAINLESS STEEL ROD
 HA1264_STAMPING: C 405 1986
 HA1264_MARK LOGO: NGS   
 HA1264_PROJECTION: FLUSH
 HA1264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1264+STABILITY: POSITION/ELEVATION WELL
 HA1264_ROD/PIPE-DEPTH: 4.1  meters
 HA1264
 HA1264  HISTORY     - Date     Condition        Report By
 HA1264  HISTORY     - 1986     MONUMENTED       NGS
 HA1264
 HA1264                          STATION DESCRIPTION
 HA1264
 HA1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1264'5.5 KM (3.4 MI) NE FROM STURGIS.
 HA1264'5.5 KM (3.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HA1264'WITH STATE HIGHWAY 109 IN STURGIS, 14.3 M (46.9 FT) NORTHWEST OF THE
 HA1264'CENTERLINE OF THE HIGHWAY, 4.0 M (13.1 FT) NORTHEAST OF THE CENTER OF
 HA1264'BETHEL CHURCH ROAD, 1.1 M (3.6 FT) SOUTHEAST OF A UTILITY POLE, AND
 HA1264'0.6 M (2.0 FT) NORTHWEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM
 HA1264'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1264'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 HA1264'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1297 ***********************************************************************
 HA1297  DESIGNATION -  C 406
 HA1297  PID         -  HA1297
 HA1297  STATE/COUNTY-  KY/HENDERSON
 HA1297  USGS QUAD   -  HENDERSON (1993)
 HA1297
 HA1297                         *CURRENT SURVEY CONTROL
 HA1297  ___________________________________________________________________
 HA1297* NAD 83(1986)-  37 51 50.     (N)    087 34 22.     (W)     SCALED    
 HA1297* NAVD 88     -       119.406  (meters)     391.75   (feet)  ADJUSTED  
 HA1297  ___________________________________________________________________
 HA1297  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HA1297  DYNAMIC HT  -         119.324 (meters)     391.48  (feet)  COMP
 HA1297  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HA1297
 HA1297  VERT ORDER  -  FIRST     CLASS II
 HA1297
 HA1297.The horizontal coordinates were scaled from a topographic map and have
 HA1297.an estimated accuracy of +/- 6 seconds.
 HA1297
 HA1297.The orthometric height was determined by differential leveling
 HA1297.and adjusted by the National Geodetic Survey in June 1991..
 HA1297
 HA1297.The geoid height was determined by GEOID03.
 HA1297
 HA1297.The dynamic height is computed by dividing the NAVD 88
 HA1297.geopotential number by the normal gravity value computed on the
 HA1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1297.degrees latitude (g = 980.6199 gals.).
 HA1297
 HA1297.The modeled gravity was interpolated from observed gravity values.
 HA1297
 HA1297;                    North         East    Units  Estimated Accuracy
 HA1297;SPC KY1Z     - 1,171,430.    1,339,630.      MT  (+/- 180 meters Scaled)
 HA1297
 HA1297                          SUPERSEDED SURVEY CONTROL
 HA1297
 HA1297.No superseded survey control is available for this station.
 HA1297
 HA1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG496908(NAD 83)
 HA1297_MARKER: I = METAL ROD
 HA1297_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1297_SP_SET: STAINLESS STEEL ROD
 HA1297_STAMPING: C 406 1986
 HA1297_MARK LOGO: NGS   
 HA1297_PROJECTION: RECESSED 1 CENTIMETERS
 HA1297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1297+STABILITY: POSITION/ELEVATION WELL
 HA1297_ROD/PIPE-DEPTH: 15.1 meters
 HA1297
 HA1297  HISTORY     - Date     Condition        Report By
 HA1297  HISTORY     - 1986     MONUMENTED       NGS
 HA1297
 HA1297                          STATION DESCRIPTION
 HA1297
 HA1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1297'IN HENDERSON.
 HA1297'IN HENDERSON, AT THE INTERSECTION OF U.S. HIGHWAY 41 AND BARRET
 HA1297'BOULEVARD, 67.4 M (221.1 FT) NORTHEAST OF THE NORTH BOUND HIGHWAY
 HA1297'CENTERLINE, 13.7 M (44.9 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY
 HA1297'LEADING SOUTHWEST TO A SHOPPING MALL, 8.1 M (26.6 FT) SOUTHWEST OF THE
 HA1297'BOULEVARD CENTERLINE, 0.8 M (2.6 FT) NORTHWEST OF A UTILITY POLE, AND
 HA1297'0.6 M (2.0 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A CURB.
 HA1297'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1297'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1423 ***********************************************************************
 HB1423  DESIGNATION -  C 407
 HB1423  PID         -  HB1423
 HB1423  STATE/COUNTY-  KY/CRITTENDEN
 HB1423  USGS QUAD   -  FREDONIA (1954)
 HB1423
 HB1423                         *CURRENT SURVEY CONTROL
 HB1423  ___________________________________________________________________
 HB1423* NAD 83(1986)-  37 13 40.     (N)    088 04 30.     (W)     SCALED    
 HB1423* NAVD 88     -       123.541  (meters)     405.32   (feet)  ADJUSTED  
 HB1423  ___________________________________________________________________
 HB1423  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HB1423  DYNAMIC HT  -         123.449 (meters)     405.02  (feet)  COMP
 HB1423  MODELED GRAV-     979,881.0   (mgal)                       NAVD 88
 HB1423
 HB1423  VERT ORDER  -  FIRST     CLASS II
 HB1423
 HB1423.The horizontal coordinates were scaled from a topographic map and have
 HB1423.an estimated accuracy of +/- 6 seconds.
 HB1423
 HB1423.The orthometric height was determined by differential leveling
 HB1423.and adjusted by the National Geodetic Survey in June 1991..
 HB1423
 HB1423.The geoid height was determined by GEOID03.
 HB1423
 HB1423.The dynamic height is computed by dividing the NAVD 88
 HB1423.geopotential number by the normal gravity value computed on the
 HB1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1423.degrees latitude (g = 980.6199 gals.).
 HB1423
 HB1423.The modeled gravity was interpolated from observed gravity values.
 HB1423
 HB1423;                    North         East    Units  Estimated Accuracy
 HB1423;SPC KY1Z     - 1,101,840.    1,293,700.      MT  (+/- 180 meters Scaled)
 HB1423
 HB1423                          SUPERSEDED SURVEY CONTROL
 HB1423
 HB1423.No superseded survey control is available for this station.
 HB1423
 HB1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG046206(NAD 83)
 HB1423_MARKER: DB = BENCH MARK DISK
 HB1423_SETTING: 66 = SET IN ROCK OUTCROP
 HB1423_SP_SET: ROCK OUTCROP
 HB1423_STAMPING: C 407 1986
 HB1423_MARK LOGO: NGS   
 HB1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1423
 HB1423  HISTORY     - Date     Condition        Report By
 HB1423  HISTORY     - 1986     MONUMENTED       NGS
 HB1423
 HB1423                          STATION DESCRIPTION
 HB1423
 HB1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HB1423'2.9 KM (1.8 MI) NW FROM FREDONIA.
 HB1423'2.9 KM (1.8 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 641 FROM ITS JUNCTION
 HB1423'WITH STATE HIGHWAY 91 IN FREDONIA, IN ABOUT THE CENTER OF A 2 BY 3
 HB1423'FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 50.6 M (166.0 FT)
 HB1423'NORTHWEST OF THE CRITTENDEN-CALDWELL COUNTY LINE, 15.9 M (52.2 FT)
 HB1423'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.1 M (33.1 FT) WEST
 HB1423'NORTHWEST OF A FENCE CORNER, AND 6.9 M (22.6 FT) SOUTHEAST OF A
 HB1423'GRAVELED ROAD LEADING NORTHEAST.
 HB1423'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ2892 ***********************************************************************
 JZ2892  DESIGNATION -  C 408
 JZ2892  PID         -  JZ2892
 JZ2892  STATE/COUNTY-  KY/KENTON
 JZ2892  USGS QUAD   -  COVINGTON (1987)
 JZ2892
 JZ2892                         *CURRENT SURVEY CONTROL
 JZ2892  ___________________________________________________________________
 JZ2892* NAD 83(1986)-  39 05 31.     (N)    084 33 12.     (W)     SCALED    
 JZ2892* NAVD 88     -       148.582  (meters)     487.47   (feet)  ADJUSTED  
 JZ2892  ___________________________________________________________________
 JZ2892  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ2892  DYNAMIC HT  -         148.488 (meters)     487.16  (feet)  COMP
 JZ2892  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 JZ2892
 JZ2892  VERT ORDER  -  FIRST     CLASS II
 JZ2892
 JZ2892.The horizontal coordinates were scaled from a topographic map and have
 JZ2892.an estimated accuracy of +/- 6 seconds.
 JZ2892
 JZ2892.The orthometric height was determined by differential leveling
 JZ2892.and adjusted by the National Geodetic Survey in June 1991..
 JZ2892
 JZ2892.The geoid height was determined by GEOID03.
 JZ2892
 JZ2892.The dynamic height is computed by dividing the NAVD 88
 JZ2892.geopotential number by the normal gravity value computed on the
 JZ2892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2892.degrees latitude (g = 980.6199 gals.).
 JZ2892
 JZ2892.The modeled gravity was interpolated from observed gravity values.
 JZ2892
 JZ2892;                    North         East    Units  Estimated Accuracy
 JZ2892;SPC KY1Z     - 1,306,850.    1,603,540.      MT  (+/- 180 meters Scaled)
 JZ2892
 JZ2892                          SUPERSEDED SURVEY CONTROL
 JZ2892
 JZ2892.No superseded survey control is available for this station.
 JZ2892
 JZ2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ116298(NAD 83)
 JZ2892_MARKER: I = METAL ROD
 JZ2892_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2892_SP_SET: STAINLESS STEEL ROD
 JZ2892_STAMPING: C 408 1986
 JZ2892_MARK LOGO: NGS   
 JZ2892_PROJECTION: FLUSH
 JZ2892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2892_ROD/PIPE-DEPTH: 12.1 meters
 JZ2892
 JZ2892  HISTORY     - Date     Condition        Report By
 JZ2892  HISTORY     - 1986     MONUMENTED       NGS
 JZ2892
 JZ2892                          STATION DESCRIPTION
 JZ2892
 JZ2892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2892'IN LUDLOW.
 JZ2892'IN LUDLOW, ALONG ADELA AVENUE BETWEEN ELM STREET AND VICTORA AVENUE,
 JZ2892'ACROSS THE AVENUE FROM THE LUDLOW BOARD OF EDUCATION MAINTENANCE
 JZ2892'BUILDING, AND ON THE NORTH SIDE OF CITY PARK, 10.2 METERS (33.5 FT)
 JZ2892'SOUTHWEST OF THE CENTER OF ADELA AVENUE, 18.1 METERS (59.7 FT)
 JZ2892'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MAINTENANCE BUILDING,
 JZ2892'9.7 METERS (32.0 FT) SOUTHEAST OF THE CENTER OF A DRIVE INTO THE CITY
 JZ2892'PARK, 4.6 METERS (15.4 FT) NORTHEAST OF A CHAIN LINK FENCE AROUND CITY
 JZ2892'PARK, 0.39 METER (1.3 FT) NORTHEAST OF UTILITY POLE NUMBER K 26 304.
 JZ2892'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1978 ***********************************************************************
 HZ1978  DESIGNATION -  C 409
 HZ1978  PID         -  HZ1978
 HZ1978  STATE/COUNTY-  KY/SCOTT
 HZ1978  USGS QUAD   -  DELAPLAIN (1993)
 HZ1978
 HZ1978                         *CURRENT SURVEY CONTROL
 HZ1978  ___________________________________________________________________
 HZ1978* NAD 83(1986)-  38 19 43.     (N)    084 34 23.     (W)     SCALED    
 HZ1978* NAVD 88     -       268.054  (meters)     879.44   (feet)  ADJUSTED  
 HZ1978  ___________________________________________________________________
 HZ1978  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ1978  DYNAMIC HT  -         267.863 (meters)     878.81  (feet)  COMP
 HZ1978  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 HZ1978
 HZ1978  VERT ORDER  -  FIRST     CLASS II
 HZ1978
 HZ1978.The horizontal coordinates were scaled from a topographic map and have
 HZ1978.an estimated accuracy of +/- 6 seconds.
 HZ1978
 HZ1978.The orthometric height was determined by differential leveling
 HZ1978.and adjusted by the National Geodetic Survey in June 1991..
 HZ1978
 HZ1978.The geoid height was determined by GEOID03.
 HZ1978
 HZ1978.The dynamic height is computed by dividing the NAVD 88
 HZ1978.geopotential number by the normal gravity value computed on the
 HZ1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1978.degrees latitude (g = 980.6199 gals.).
 HZ1978
 HZ1978.The modeled gravity was interpolated from observed gravity values.
 HZ1978
 HZ1978;                    North         East    Units  Estimated Accuracy
 HZ1978;SPC KY1Z     - 1,222,090.    1,602,900.      MT  (+/- 180 meters Scaled)
 HZ1978
 HZ1978                          SUPERSEDED SURVEY CONTROL
 HZ1978
 HZ1978.No superseded survey control is available for this station.
 HZ1978
 HZ1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH121450(NAD 83)
 HZ1978_MARKER: DB = BENCH MARK DISK
 HZ1978_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1978_SP_SET: HEADWALL
 HZ1978_STAMPING: C 409 1986
 HZ1978_MARK LOGO: NGS   
 HZ1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1978+STABILITY: SURFACE MOTION
 HZ1978
 HZ1978  HISTORY     - Date     Condition        Report By
 HZ1978  HISTORY     - 1986     MONUMENTED       NGS
 HZ1978
 HZ1978                          STATION DESCRIPTION
 HZ1978
 HZ1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ1978'14.0 KM (8.7 MI) NORTH FROM GEORGETOWN.
 HZ1978'14.0 KM (8.7 MI) NORTH ALONG U.S. HIGHWAY 25 FROM THE COURTHOUSE IN
 HZ1978'GEORGETOWN TO THE MARK ON THE LEFT, IN THE NORTH END OF A BOX CULVERT,
 HZ1978'3.6 METERS (12.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 HZ1978'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 HZ1978'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0753 ***********************************************************************
 HA0753  DESIGNATION -  C 41
 HA0753  PID         -  HA0753
 HA0753  STATE/COUNTY-  KY/MUHLENBERG
 HA0753  USGS QUAD   -  LIVERMORE (1983)
 HA0753
 HA0753                         *CURRENT SURVEY CONTROL
 HA0753  ___________________________________________________________________
 HA0753* NAD 83(1986)-  37 23 01.     (N)    087 09 15.     (W)     SCALED    
 HA0753* NAVD 88     -       122.535  (meters)     402.02   (feet)  ADJUSTED  
 HA0753  ___________________________________________________________________
 HA0753  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HA0753  DYNAMIC HT  -         122.444 (meters)     401.72  (feet)  COMP
 HA0753  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 HA0753
 HA0753  VERT ORDER  -  SECOND    CLASS 0
 HA0753
 HA0753.The horizontal coordinates were scaled from a topographic map and have
 HA0753.an estimated accuracy of +/- 6 seconds.
 HA0753
 HA0753.The orthometric height was determined by differential leveling
 HA0753.and adjusted by the National Geodetic Survey in June 1991..
 HA0753
 HA0753.The geoid height was determined by GEOID03.
 HA0753
 HA0753.The dynamic height is computed by dividing the NAVD 88
 HA0753.geopotential number by the normal gravity value computed on the
 HA0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0753.degrees latitude (g = 980.6199 gals.).
 HA0753
 HA0753.The modeled gravity was interpolated from observed gravity values.
 HA0753
 HA0753;                    North         East    Units  Estimated Accuracy
 HA0753;SPC KY1Z     - 1,117,500.    1,375,660.      MT  (+/- 180 meters Scaled)
 HA0753
 HA0753                          SUPERSEDED SURVEY CONTROL
 HA0753
 HA0753  NGVD 29 (??/??/92)  122.641  (m)          402.36   (f) ADJ UNCH    2 0
 HA0753
 HA0753.Superseded values are not recommended for survey control.
 HA0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0753.See file dsdata.txt to determine how the superseded data were derived.
 HA0753
 HA0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG863374(NAD 83)
 HA0753_MARKER: DB = BENCH MARK DISK
 HA0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0753_STAMPING: C 41 1934
 HA0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0753+STABILITY: SURFACE MOTION
 HA0753
 HA0753  HISTORY     - Date     Condition        Report By
 HA0753  HISTORY     - 1934     MONUMENTED       CGS
 HA0753  HISTORY     - 1935     GOOD             NGS
 HA0753
 HA0753                          STATION DESCRIPTION
 HA0753
 HA0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0753'0.4 MI SW FROM MOORMAN.
 HA0753'0.4 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0753'FROM THE STATION AT MOORMAN, MUHLENBERG COUNTY, ABOUT 150 YARDS
 HA0753'EAST OF A SWITCH FROG, 45 FEET NORTH OF THE NORTH RAIL OF THE
 HA0753'MAIN TRACK, 2.5 FEET SOUTH OF THE FENCE, AND ABOUT 3 FEET LOWER
 HA0753'THAN THE TRACK.  A STANDARD DISK, STAMPED C 41 1934 AND SET IN
 HA0753'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0053 ***********************************************************************
 GD0053  DESIGNATION -  C 41 TVA
 GD0053  PID         -  GD0053
 GD0053  STATE/COUNTY-  KY/TRIGG
 GD0053  USGS QUAD   -  FENTON (1986)
 GD0053
 GD0053                         *CURRENT SURVEY CONTROL
 GD0053  ___________________________________________________________________
 GD0053* NAD 83(1986)-  36 49 48.     (N)    088 05 01.     (W)     SCALED    
 GD0053* NAVD 88     -       161.988  (meters)     531.46   (feet)  ADJUSTED  
 GD0053  ___________________________________________________________________
 GD0053  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0053  DYNAMIC HT  -         161.861 (meters)     531.04  (feet)  COMP
 GD0053  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 GD0053
 GD0053  VERT ORDER  -  FIRST     CLASS II
 GD0053
 GD0053.The horizontal coordinates were scaled from a topographic map and have
 GD0053.an estimated accuracy of +/- 6 seconds.
 GD0053
 GD0053.The orthometric height was determined by differential leveling
 GD0053.and adjusted by the National Geodetic Survey in June 1991..
 GD0053
 GD0053.The geoid height was determined by GEOID03.
 GD0053
 GD0053.The dynamic height is computed by dividing the NAVD 88
 GD0053.geopotential number by the normal gravity value computed on the
 GD0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0053.degrees latitude (g = 980.6199 gals.).
 GD0053
 GD0053.The modeled gravity was interpolated from observed gravity values.
 GD0053
 GD0053;                    North         East    Units  Estimated Accuracy
 GD0053;SPC KY1Z     - 1,057,730.    1,291,830.      MT  (+/- 180 meters Scaled)
 GD0053
 GD0053                          SUPERSEDED SURVEY CONTROL
 GD0053
 GD0053  NGVD 29 (??/??/??)  162.052  (m)          531.67   (f) ADJUSTED    1 2
 GD0053
 GD0053.Superseded values are not recommended for survey control.
 GD0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0053.See file dsdata.txt to determine how the superseded data were derived.
 GD0053
 GD0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF033765(NAD 83)
 GD0053_MARKER: Z = SEE DESCRIPTION
 GD0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0053_STAMPING: USRA NX C41 S17 43E
 GD0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0053+STABILITY: SURFACE MOTION
 GD0053
 GD0053  HISTORY     - Date     Condition        Report By
 GD0053  HISTORY     - UNK      MONUMENTED       TVA
 GD0053  HISTORY     - 1972     GOOD             NGS
 GD0053
 GD0053                          STATION DESCRIPTION
 GD0053
 GD0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GD0053'5.6 MI N FROM GOLDEN POND.
 GD0053'ABOUT 5.6 MILES NORTH OF 68 AND 453 NORTH INTERSECTION OF HIGHWAY
 GD0053'68 AND 453, NORTH AT TOP OF SMALL GRADE IN ROAD, 43 WEST OF
 GD0053'18 INCH OAK TREE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 GD0053'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2671 ***********************************************************************
 GZ2671  DESIGNATION -  C 410
 GZ2671  PID         -  GZ2671
 GZ2671  STATE/COUNTY-  KY/JESSAMINE
 GZ2671  USGS QUAD   -  WILMORE (1979)
 GZ2671
 GZ2671                         *CURRENT SURVEY CONTROL
 GZ2671  ___________________________________________________________________
 GZ2671* NAD 83(1986)-  37 50 31.     (N)    084 40 30.     (W)     SCALED    
 GZ2671* NAVD 88     -       286.169  (meters)     938.87   (feet)  ADJUSTED  
 GZ2671  ___________________________________________________________________
 GZ2671  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GZ2671  DYNAMIC HT  -         285.954 (meters)     938.17  (feet)  COMP
 GZ2671  MODELED GRAV-     979,868.4   (mgal)                       NAVD 88
 GZ2671
 GZ2671  VERT ORDER  -  FIRST     CLASS II
 GZ2671
 GZ2671.The horizontal coordinates were scaled from a topographic map and have
 GZ2671.an estimated accuracy of +/- 6 seconds.
 GZ2671
 GZ2671.The orthometric height was determined by differential leveling
 GZ2671.and adjusted by the National Geodetic Survey in June 1991..
 GZ2671
 GZ2671.The geoid height was determined by GEOID03.
 GZ2671
 GZ2671.The dynamic height is computed by dividing the NAVD 88
 GZ2671.geopotential number by the normal gravity value computed on the
 GZ2671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2671.degrees latitude (g = 980.6199 gals.).
 GZ2671
 GZ2671.The modeled gravity was interpolated from observed gravity values.
 GZ2671
 GZ2671;                    North         East    Units  Estimated Accuracy
 GZ2671;SPC KY1Z     - 1,167,970.    1,594,610.      MT  (+/- 180 meters Scaled)
 GZ2671
 GZ2671                          SUPERSEDED SURVEY CONTROL
 GZ2671
 GZ2671.No superseded survey control is available for this station.
 GZ2671
 GZ2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG045908(NAD 83)
 GZ2671_MARKER: DB = BENCH MARK DISK
 GZ2671_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GZ2671_SP_SET: BRIDGE ABUTMENT ON BED ROCK
 GZ2671_STAMPING: C 410 1985
 GZ2671_MARK LOGO: NGS   
 GZ2671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2671+STABILITY: POSITION/ELEVATION WELL
 GZ2671
 GZ2671  HISTORY     - Date     Condition        Report By
 GZ2671  HISTORY     - 1985     MONUMENTED       NGS
 GZ2671
 GZ2671                          STATION DESCRIPTION
 GZ2671
 GZ2671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2671'2.4 KM (1.5 MI) SW FROM WILMORE.
 GZ2671'2.4 KM (1.5 MI) SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF
 GZ2671'MAIN STREET IN WILMORE TO THE MARK ON THE LEFT, IN TOP OF THE EAST END
 GZ2671'OF THE NORTH ABUTMENT OF THE HIGHWAY BRIDGE OVER THE SOUTHERN
 GZ2671'RAILROAD, 4.11 METERS (13.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GZ2671'4.87 METERS (16.0 FT) SOUTH OF THE NORTH END OF THE BRIDGE.
 GZ2671'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ8430 ***********************************************************************
 AJ8430  DESIGNATION -  C 410 RESET
 AJ8430  PID         -  AJ8430
 AJ8430  STATE/COUNTY-  KY/JESSAMINE
 AJ8430  USGS QUAD   -  WILMORE (1979)
 AJ8430
 AJ8430                         *CURRENT SURVEY CONTROL
 AJ8430  ___________________________________________________________________
 AJ8430* NAD 83(1986)-  37 50 31.     (N)    084 40 30.     (W)     SCALED    
 AJ8430* NAVD 88     -       285.42   (meters)     936.4    (feet)  RESET     
 AJ8430  ___________________________________________________________________
 AJ8430  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AJ8430
 AJ8430  VERT ORDER  -  THIRD
 AJ8430
 AJ8430.The horizontal coordinates were scaled from a topographic map and have
 AJ8430.an estimated accuracy of +/- 6 seconds.
 AJ8430
 AJ8430.The orthometric height was computed from unverified reset data.
 AJ8430.No vertical observational check was made to the station.
 AJ8430
 AJ8430.The geoid height was determined by GEOID03.
 AJ8430
 AJ8430;                    North         East    Units  Estimated Accuracy
 AJ8430;SPC KY1Z     - 1,167,970.    1,594,610.      MT  (+/- 180 meters Scaled)
 AJ8430
 AJ8430                          SUPERSEDED SURVEY CONTROL
 AJ8430
 AJ8430.No superseded survey control is available for this station.
 AJ8430
 AJ8430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG045908(NAD 83)
 AJ8430_MARKER: DV = VERTICAL CONTROL DISK
 AJ8430_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ8430_SP_SET: BRIDGE ABUTMENT
 AJ8430_STAMPING: C 410 1985 RESET 2001
 AJ8430_MARK LOGO: NGS   
 AJ8430_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8430
 AJ8430  HISTORY     - Date     Condition        Report By
 AJ8430  HISTORY     - 2001     MONUMENTED       KYDT
 AJ8430
 AJ8430                          STATION DESCRIPTION
 AJ8430
 AJ8430'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 AJ8430'ABOUT 1.5 MILES (2.4 KM) SOUTHWEST ALONG KY 29 FROM THE JUNCTION OF
 AJ8430'MAIN STREET IN WILMORE TO THE MARK ON THE LEFT, A VERTICAL CONTROL
 AJ8430'DISK SET IN A DRILL HOLE IN THE TOP OF THE EAST END OF THE NORTH
 AJ8430'ABUTMENT OF A 100 FOOT (30.5 M) CONCRETE BRIDGE OVER THE SOUTHERN
 AJ8430'RAILROAD, 20.3 FEET (6.2 M) EAST OF THE CENTERLINE OF ROAD, 1.4 FEET
 AJ8430'(0.4 M) EAST OF THE EAST FACE OF THE EAST BARRIER WALL, 1 FOOT (0.3 M)
 AJ8430'ABOVE ROADWAY AND STAMPED C 410 1985 RESET 2001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0082 ***********************************************************************
 GZ0082  DESIGNATION -  C 42
 GZ0082  PID         -  GZ0082
 GZ0082  STATE/COUNTY-  KY/MADISON
 GZ0082  USGS QUAD   -  MOBERLY (1979)
 GZ0082
 GZ0082                         *CURRENT SURVEY CONTROL
 GZ0082  ___________________________________________________________________
 GZ0082* NAD 83(1986)-  37 38 55.     (N)    084 14 24.     (W)     SCALED    
 GZ0082* NAVD 88     -       282.592  (meters)     927.14   (feet)  ADJUSTED  
 GZ0082  ___________________________________________________________________
 GZ0082  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GZ0082  DYNAMIC HT  -         282.378 (meters)     926.44  (feet)  COMP
 GZ0082  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 GZ0082
 GZ0082  VERT ORDER  -  SECOND    CLASS 0
 GZ0082
 GZ0082.The horizontal coordinates were scaled from a topographic map and have
 GZ0082.an estimated accuracy of +/- 6 seconds.
 GZ0082
 GZ0082.The orthometric height was determined by differential leveling
 GZ0082.and adjusted by the National Geodetic Survey in June 1991..
 GZ0082
 GZ0082.The geoid height was determined by GEOID03.
 GZ0082
 GZ0082.The dynamic height is computed by dividing the NAVD 88
 GZ0082.geopotential number by the normal gravity value computed on the
 GZ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0082.degrees latitude (g = 980.6199 gals.).
 GZ0082
 GZ0082.The modeled gravity was interpolated from observed gravity values.
 GZ0082
 GZ0082;                    North         East    Units  Estimated Accuracy
 GZ0082;SPC KY1Z     - 1,147,050.    1,633,240.      MT  (+/- 180 meters Scaled)
 GZ0082
 GZ0082                          SUPERSEDED SURVEY CONTROL
 GZ0082
 GZ0082  NGVD 29 (??/??/92)  282.741  (m)          927.63   (f) ADJ UNCH    2 0
 GZ0082
 GZ0082.Superseded values are not recommended for survey control.
 GZ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0082.See file dsdata.txt to determine how the superseded data were derived.
 GZ0082
 GZ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG434704(NAD 83)
 GZ0082_MARKER: DB = BENCH MARK DISK
 GZ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0082_STAMPING: C 42 1935 927.626
 GZ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0082+STABILITY: SURFACE MOTION
 GZ0082
 GZ0082  HISTORY     - Date     Condition        Report By
 GZ0082  HISTORY     - 1935     MONUMENTED       CGS
 GZ0082  HISTORY     - 1957     POOR             NGS
 GZ0082
 GZ0082                          STATION DESCRIPTION
 GZ0082
 GZ0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ0082'AT KINGSTON.
 GZ0082'AT KINGSTON, AT CROSSROAD AND POTTS SERVICE GARAGE, 138 FEET
 GZ0082'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 421, 47.5 FEET
 GZ0082'NORTHWEST AND ACROSS BLACK TOP ROAD FROM THE WEST CORNER OF
 GZ0082'POTTS GARAGE, 75 FEET SOUTH OF THE SOUTH CORNER OF AN ABANDONED
 GZ0082'SERVICE STATION, 18 FEET SOUTHWEST OF POLE A POLE AND CABLE
 GZ0082'BRACE, 4 FEET SOUTHWEST OF EXTENDED LINE OF THE SOUTHWEST WALL OF
 GZ0082'THE GARAGE, 21 FEET NORTHWEST OF THE CENTER LINE OF BLACK TOP
 GZ0082'ROAD SOUTHWEST, ABOUT LEVEL WITH ROAD SOUTHWEST, AND ABOUT 2 1/2
 GZ0082'FEET BELOW LEVEL OF HIGHWAY 421.  STANDARD DISK IN CONCRETE
 GZ0082'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0054 ***********************************************************************
 GD0054  DESIGNATION -  C 42 TVA
 GD0054  PID         -  GD0054
 GD0054  STATE/COUNTY-  KY/TRIGG
 GD0054  USGS QUAD   -  FENTON (1986)
 GD0054
 GD0054                         *CURRENT SURVEY CONTROL
 GD0054  ___________________________________________________________________
 GD0054* NAD 83(1986)-  36 49 43.     (N)    088 04 58.     (W)     SCALED    
 GD0054* NAVD 88     -       162.232  (meters)     532.26   (feet)  ADJUSTED  
 GD0054  ___________________________________________________________________
 GD0054  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0054  DYNAMIC HT  -         162.104 (meters)     531.84  (feet)  COMP
 GD0054  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 GD0054
 GD0054  VERT ORDER  -  FIRST     CLASS II
 GD0054
 GD0054.The horizontal coordinates were scaled from a topographic map and have
 GD0054.an estimated accuracy of +/- 6 seconds.
 GD0054
 GD0054.The orthometric height was determined by differential leveling
 GD0054.and adjusted by the National Geodetic Survey in June 1991..
 GD0054
 GD0054.The geoid height was determined by GEOID03.
 GD0054
 GD0054.The dynamic height is computed by dividing the NAVD 88
 GD0054.geopotential number by the normal gravity value computed on the
 GD0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0054.degrees latitude (g = 980.6199 gals.).
 GD0054
 GD0054.The modeled gravity was interpolated from observed gravity values.
 GD0054
 GD0054;                    North         East    Units  Estimated Accuracy
 GD0054;SPC KY1Z     - 1,057,570.    1,291,900.      MT  (+/- 180 meters Scaled)
 GD0054
 GD0054                          SUPERSEDED SURVEY CONTROL
 GD0054
 GD0054  NGVD 29 (??/??/??)  162.296  (m)          532.47   (f) ADJUSTED    1 2
 GD0054
 GD0054.Superseded values are not recommended for survey control.
 GD0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0054.See file dsdata.txt to determine how the superseded data were derived.
 GD0054
 GD0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF034764(NAD 83)
 GD0054_MARKER: Z = SEE DESCRIPTION
 GD0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0054_STAMPING: USRA NX C 42 N 17.42W
 GD0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0054+STABILITY: SURFACE MOTION
 GD0054
 GD0054  HISTORY     - Date     Condition        Report By
 GD0054  HISTORY     - UNK      MONUMENTED       TVA
 GD0054  HISTORY     - 1946     GOOD             CGS
 GD0054
 GD0054                          STATION DESCRIPTION
 GD0054
 GD0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0054'8.2 MI NW FROM GOLDEN POND.
 GD0054'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0054'AT GOLDEN POND, THENCE ABOUT 5.55 MILES NORTH ALONG THE DIVIDING
 GD0054'RIDGE ROAD, ABOUT 0.6 MILE NORTH OF THE JUNCTION OF A ROAD
 GD0054'LEADING NORTHEAST TO THE WILDLIFE REFUGE HEADQUARTERS, 32 FEET
 GD0054'NORTH OF A BLAZED 14 INCH TREE, 29 FEET EAST OF THE CENTER
 GD0054'LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 GD0054'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1384 ***********************************************************************
 GB1384  DESIGNATION -  C 43
 GB1384  PID         -  GB1384
 GB1384  STATE/COUNTY-  KY/CLINTON
 GB1384  USGS QUAD   -  SAVAGE (1981)
 GB1384
 GB1384                         *CURRENT SURVEY CONTROL
 GB1384  ___________________________________________________________________
 GB1384* NAD 83(1986)-  36 40 21.     (N)    085 06 59.     (W)     SCALED    
 GB1384* NAVD 88     -       301.066  (meters)     987.75   (feet)  POSTED    
 GB1384  ___________________________________________________________________
 GB1384  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GB1384  DYNAMIC HT  -         300.800 (meters)     986.87  (feet)  COMP
 GB1384  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 GB1384
 GB1384  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GB1384
 GB1384.The horizontal coordinates were scaled from a topographic map and have
 GB1384.an estimated accuracy of +/- 6 seconds.
 GB1384
 GB1384.The orthometric height was determined by differential leveling
 GB1384.and adjusted by the National Geodetic Survey in 1992..
 GB1384.No vertical observational check was made to the station.
 GB1384.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GB1384.was located on a no-check spur therefore a value was not computed.
 GB1384
 GB1384.The geoid height was determined by GEOID03.
 GB1384
 GB1384.The dynamic height is computed by dividing the NAVD 88
 GB1384.geopotential number by the normal gravity value computed on the
 GB1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1384.degrees latitude (g = 980.6199 gals.).
 GB1384
 GB1384.The modeled gravity was interpolated from observed gravity values.
 GB1384
 GB1384;                    North         East    Units  Estimated Accuracy
 GB1384;SPC KY1Z     - 1,037,840.    1,556,650.      MT  (+/- 180 meters Scaled)
 GB1384
 GB1384                          SUPERSEDED SURVEY CONTROL
 GB1384
 GB1384  NGVD 29 (??/??/92)  301.189  (m)          988.15   (f) ADJ UNCH    2 0
 GB1384
 GB1384.Superseded values are not recommended for survey control.
 GB1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1384.See file dsdata.txt to determine how the superseded data were derived.
 GB1384
 GB1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF683601(NAD 83)
 GB1384_MARKER: DB = BENCH MARK DISK
 GB1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1384_STAMPING: C 43 1935
 GB1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1384+STABILITY: SURFACE MOTION
 GB1384
 GB1384  HISTORY     - Date     Condition        Report By
 GB1384  HISTORY     - 1935     MONUMENTED       CGS
 GB1384  HISTORY     - 1951     MARK NOT FOUND   NGS
 GB1384
 GB1384                          STATION DESCRIPTION
 GB1384
 GB1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1384'1.9 MI S FROM ALBANY.
 GB1384'1.9 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE COURTHOUSE
 GB1384'AT ALBANY, CLINTON COUNTY, 0.3 MILE SOUTH OF A SMALL CHURCH,
 GB1384'28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTH
 GB1384'OF A TWIN RED OAK TREE, 3 FEET EAST OF A WIRE FENCE, AND LEVEL
 GB1384'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 43 1935 AND SET
 GB1384'IN THE TOP OF A CONCRETE POST.  NOTE-- DISTANCES FROM COURT
 GB1384'HOUSE AT ALBANY AND CHURCH DO NOT CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0055 ***********************************************************************
 GD0055  DESIGNATION -  C 43 TVA
 GD0055  PID         -  GD0055
 GD0055  STATE/COUNTY-  KY/TRIGG
 GD0055  USGS QUAD   -  FENTON (1986)
 GD0055
 GD0055                         *CURRENT SURVEY CONTROL
 GD0055  ___________________________________________________________________
 GD0055* NAD 83(1986)-  36 49 18.     (N)    088 05 07.     (W)     SCALED    
 GD0055* NAVD 88     -       178.964  (meters)     587.15   (feet)  ADJUSTED  
 GD0055  ___________________________________________________________________
 GD0055  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0055  DYNAMIC HT  -         178.824 (meters)     586.69  (feet)  COMP
 GD0055  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 GD0055
 GD0055  VERT ORDER  -  FIRST     CLASS II
 GD0055
 GD0055.The horizontal coordinates were scaled from a topographic map and have
 GD0055.an estimated accuracy of +/- 6 seconds.
 GD0055
 GD0055.The orthometric height was determined by differential leveling
 GD0055.and adjusted by the National Geodetic Survey in June 1991..
 GD0055
 GD0055.The geoid height was determined by GEOID03.
 GD0055
 GD0055.The dynamic height is computed by dividing the NAVD 88
 GD0055.geopotential number by the normal gravity value computed on the
 GD0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0055.degrees latitude (g = 980.6199 gals.).
 GD0055
 GD0055.The modeled gravity was interpolated from observed gravity values.
 GD0055
 GD0055;                    North         East    Units  Estimated Accuracy
 GD0055;SPC KY1Z     - 1,056,810.    1,291,660.      MT  (+/- 180 meters Scaled)
 GD0055
 GD0055                          SUPERSEDED SURVEY CONTROL
 GD0055
 GD0055  NGVD 29 (??/??/??)  179.029  (m)          587.36   (f) ADJUSTED    1 2
 GD0055
 GD0055.Superseded values are not recommended for survey control.
 GD0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0055.See file dsdata.txt to determine how the superseded data were derived.
 GD0055
 GD0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF032756(NAD 83)
 GD0055_MARKER: Z = SEE DESCRIPTION
 GD0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0055_STAMPING: C43 S47 07E
 GD0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0055+STABILITY: SURFACE MOTION
 GD0055
 GD0055  HISTORY     - Date     Condition        Report By
 GD0055  HISTORY     - UNK      MONUMENTED       TVA
 GD0055  HISTORY     - 1946     GOOD             CGS
 GD0055
 GD0055                          STATION DESCRIPTION
 GD0055
 GD0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0055'7.5 MI NW FROM GOLDEN POND.
 GD0055'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0055'AT GOLDEN POND, THENCE ABOUT 4.9 MILES NORTH ALONG THE DIVIDING
 GD0055'RIDGE ROAD, ABOUT 185 YARDS SOUTH OF A FORK IN THE ROAD (THE
 GD0055'NORTHEAST FORK LEADING TO THE WILDLIFE REFUGE HEADQUARTERS),
 GD0055'29 FEET WEST OF THE CENTER LINE OF THE ROAD, 47 FEET SOUTH OF A
 GD0055'BLAZED 20 INCH ELM TREE, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 GD0055'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0056 ***********************************************************************
 GD0056  DESIGNATION -  C 44 TVA
 GD0056  PID         -  GD0056
 GD0056  STATE/COUNTY-  KY/TRIGG
 GD0056  USGS QUAD   -  FENTON (1986)
 GD0056
 GD0056                         *CURRENT SURVEY CONTROL
 GD0056  ___________________________________________________________________
 GD0056* NAD 83(1986)-  36 49 14.     (N)    088 05 02.     (W)     SCALED    
 GD0056* NAVD 88     -       177.555  (meters)     582.53   (feet)  ADJUSTED  
 GD0056  ___________________________________________________________________
 GD0056  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0056  DYNAMIC HT  -         177.415 (meters)     582.07  (feet)  COMP
 GD0056  MODELED GRAV-     979,840.4   (mgal)                       NAVD 88
 GD0056
 GD0056  VERT ORDER  -  FIRST     CLASS II
 GD0056
 GD0056.The horizontal coordinates were scaled from a topographic map and have
 GD0056.an estimated accuracy of +/- 6 seconds.
 GD0056
 GD0056.The orthometric height was determined by differential leveling
 GD0056.and adjusted by the National Geodetic Survey in June 1991..
 GD0056
 GD0056.The geoid height was determined by GEOID03.
 GD0056
 GD0056.The dynamic height is computed by dividing the NAVD 88
 GD0056.geopotential number by the normal gravity value computed on the
 GD0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0056.degrees latitude (g = 980.6199 gals.).
 GD0056
 GD0056.The modeled gravity was interpolated from observed gravity values.
 GD0056
 GD0056;                    North         East    Units  Estimated Accuracy
 GD0056;SPC KY1Z     - 1,056,680.    1,291,780.      MT  (+/- 180 meters Scaled)
 GD0056
 GD0056                          SUPERSEDED SURVEY CONTROL
 GD0056
 GD0056  NGVD 29 (??/??/??)  177.619  (m)          582.74   (f) ADJUSTED    1 2
 GD0056
 GD0056.Superseded values are not recommended for survey control.
 GD0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0056.See file dsdata.txt to determine how the superseded data were derived.
 GD0056
 GD0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF033755(NAD 83)
 GD0056_MARKER: Z = SEE DESCRIPTION
 GD0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0056_STAMPING: USRA NX C44 N47.07W
 GD0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0056+STABILITY: SURFACE MOTION
 GD0056
 GD0056  HISTORY     - Date     Condition        Report By
 GD0056  HISTORY     - UNK      MONUMENTED       TVA
 GD0056  HISTORY     - 1946     GOOD             CGS
 GD0056  HISTORY     - 1972     GOOD             NGS
 GD0056
 GD0056                          STATION DESCRIPTION
 GD0056
 GD0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0056'7.4 MI NW FROM GOLDEN POND.
 GD0056'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0056'AT GOLDEN POND, THENCE ABOUT 4.8 MILES NORTH ALONG THE DIVIDING
 GD0056'RIDGE ROAD, AT THE OUTSIDE OF A CURVE, 31 FEET WEST OF THE
 GD0056'CENTER LINE OF THE ROAD, 21 FEET NORTH OF A BLAZED 14 INCH OAK
 GD0056'TREE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 GD0056'POST PROJECTING 5 INCHES.  4.8 MI NE OF EGGNERS FERRY BRIDGE, 31
 GD0056'FT W OF THE CENTERLINE OF OLD SILVER TRAIL RD., 21 FT N OF A
 GD0056'14-IN BLAZED RED OAK TREE, 0.35 MI NW OF PIPE LINE CROSSING OF
 GD0056'OLD SILVER TRAIL RD.  STEEL POST AND SIGN SET AT MONUMENT.
 GD0056
 GD0056                          STATION RECOVERY (1972)
 GD0056
 GD0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2865 ***********************************************************************
 GY2865  DESIGNATION -  C 45
 GY2865  PID         -  GY2865
 GY2865  STATE/COUNTY-  KY/LEE
 GY2865  USGS QUAD   -  BEATTYVILLE (1983)
 GY2865
 GY2865                         *CURRENT SURVEY CONTROL
 GY2865  ___________________________________________________________________
 GY2865* NAD 83(1986)-  37 34 49.     (N)    083 40 16.     (W)     SCALED    
 GY2865* NAVD 88     -       207.467  (meters)     680.66   (feet)  ADJUSTED  
 GY2865  ___________________________________________________________________
 GY2865  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GY2865  DYNAMIC HT  -         207.309 (meters)     680.15  (feet)  COMP
 GY2865  MODELED GRAV-     979,864.9   (mgal)                       NAVD 88
 GY2865
 GY2865  VERT ORDER  -  FIRST     CLASS II
 GY2865
 GY2865.The horizontal coordinates were scaled from a topographic map and have
 GY2865.an estimated accuracy of +/- 6 seconds.
 GY2865
 GY2865.The orthometric height was determined by differential leveling
 GY2865.and adjusted by the National Geodetic Survey in June 1991..
 GY2865
 GY2865.The geoid height was determined by GEOID03.
 GY2865
 GY2865.The dynamic height is computed by dividing the NAVD 88
 GY2865.geopotential number by the normal gravity value computed on the
 GY2865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2865.degrees latitude (g = 980.6199 gals.).
 GY2865
 GY2865.The modeled gravity was interpolated from observed gravity values.
 GY2865
 GY2865;                    North         East    Units  Estimated Accuracy
 GY2865;SPC KY1Z     - 1,140,430.    1,683,600.      MT  (+/- 180 meters Scaled)
 GY2865
 GY2865                          SUPERSEDED SURVEY CONTROL
 GY2865
 GY2865  NGVD 29 (??/??/92)  207.633  (m)          681.21   (f) ADJ UNCH    1 2
 GY2865
 GY2865.Superseded values are not recommended for survey control.
 GY2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2865.See file dsdata.txt to determine how the superseded data were derived.
 GY2865
 GY2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB641626(NAD 83)
 GY2865_MARKER: DB = BENCH MARK DISK
 GY2865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2865_SP_SET: FOUNDATION
 GY2865_STAMPING: C 45 1935 681.209
 GY2865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2865
 GY2865  HISTORY     - Date     Condition        Report By
 GY2865  HISTORY     - 1935     MONUMENTED       CGS
 GY2865  HISTORY     - 1950     GOOD             NGS
 GY2865  HISTORY     - 1958     GOOD             NGS
 GY2865
 GY2865                          STATION DESCRIPTION
 GY2865
 GY2865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2865'2.6 MI E FROM BEATTYVILLE.
 GY2865'ABOUT 2.6 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY2865'FROM THE STATION AT BEATTYVILLE, AT MALONEY, ABOUT 0.15 MILE WEST
 GY2865'OF THE WEST END OF RAILROAD BRIDGE OVER KENTUCKY RIVER, 37 FEET
 GY2865'NORTH OF THE NORTH RAIL, 129 FEET NORTHWEST OF THE CENTER OF A
 GY2865'FIELD ROAD CROSSING, ABOUT 40 YARDS WEST OF THE WEST ONE OF TWO
 GY2865'SETS OF ABANDONED WATER TOWER FOUNDATIONS, SET IN THE TOP OF THE
 GY2865'SOUTHEAST CORNER OF CONCRETE FOUNDATION OF A WELL WITH PUMP, AND
 GY2865'ABOUT 1 FOOT BELOW THE TRACK.  NOTE-- THE MARK IS ALSO 3-1/4
 GY2865'RAILS WEST OF TELEPHONE POLE L 31.
 GY2865
 GY2865                          STATION RECOVERY (1958)
 GY2865
 GY2865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0057 ***********************************************************************
 GD0057  DESIGNATION -  C 45 TVA
 GD0057  PID         -  GD0057
 GD0057  STATE/COUNTY-  KY/TRIGG
 GD0057  USGS QUAD   -  FENTON (1986)
 GD0057
 GD0057                         *CURRENT SURVEY CONTROL
 GD0057  ___________________________________________________________________
 GD0057* NAD 83(1986)-  36 49 09.     (N)    088 04 38.     (W)     SCALED    
 GD0057* NAVD 88     -       175.833  (meters)     576.88   (feet)  ADJUSTED  
 GD0057  ___________________________________________________________________
 GD0057  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0057  DYNAMIC HT  -         175.695 (meters)     576.43  (feet)  COMP
 GD0057  MODELED GRAV-     979,838.4   (mgal)                       NAVD 88
 GD0057
 GD0057  VERT ORDER  -  FIRST     CLASS II
 GD0057
 GD0057.The horizontal coordinates were scaled from a topographic map and have
 GD0057.an estimated accuracy of +/- 6 seconds.
 GD0057
 GD0057.The orthometric height was determined by differential leveling
 GD0057.and adjusted by the National Geodetic Survey in June 1991..
 GD0057
 GD0057.The geoid height was determined by GEOID03.
 GD0057
 GD0057.The dynamic height is computed by dividing the NAVD 88
 GD0057.geopotential number by the normal gravity value computed on the
 GD0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0057.degrees latitude (g = 980.6199 gals.).
 GD0057
 GD0057.The modeled gravity was interpolated from observed gravity values.
 GD0057
 GD0057;                    North         East    Units  Estimated Accuracy
 GD0057;SPC KY1Z     - 1,056,510.    1,292,370.      MT  (+/- 180 meters Scaled)
 GD0057
 GD0057                          SUPERSEDED SURVEY CONTROL
 GD0057
 GD0057  NGVD 29 (??/??/??)  175.897  (m)          577.09   (f) ADJUSTED    1 2
 GD0057
 GD0057.Superseded values are not recommended for survey control.
 GD0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0057.See file dsdata.txt to determine how the superseded data were derived.
 GD0057
 GD0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF039753(NAD 83)
 GD0057_MARKER: Z = SEE DESCRIPTION
 GD0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0057_STAMPING: C45 S27 34E
 GD0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0057+STABILITY: SURFACE MOTION
 GD0057
 GD0057  HISTORY     - Date     Condition        Report By
 GD0057  HISTORY     - UNK      MONUMENTED       TVA
 GD0057  HISTORY     - 1946     GOOD             CGS
 GD0057
 GD0057                          STATION DESCRIPTION
 GD0057
 GD0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0057'6.9 MI NW FROM GOLDEN POND.
 GD0057'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0057'AT GOLDEN POND, THENCE ABOUT 4.3 MILES NORTH ALONG THE DIVIDING
 GD0057'RIDGE ROAD, ABOUT 110 YARDS NORTH OF THE T JUNCTION OF A ROAD
 GD0057'LEADING EAST, 67 YARDS SOUTH OF THE CENTER OF A Y JUNCTION OF A
 GD0057'ROAD LEADING NORTHEAST, 32 FEET WEST OF THE CENTER LINE OF THE
 GD0057'ROAD, 20 FEET NORTH OF A BLAZED 14 INCH OAK TREE, ABOUT LEVEL
 GD0057'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0057'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2904 ***********************************************************************
 GY2904  DESIGNATION -  C 46
 GY2904  PID         -  GY2904
 GY2904  STATE/COUNTY-  KY/ESTILL
 GY2904  USGS QUAD   -  IRVINE (1978)
 GY2904
 GY2904                         *CURRENT SURVEY CONTROL
 GY2904  ___________________________________________________________________
 GY2904* NAD 83(1986)-  37 41 44.     (N)    083 58 13.     (W)     SCALED    
 GY2904* NAVD 88     -       194.790  (meters)     639.07   (feet)  ADJUSTED  
 GY2904  ___________________________________________________________________
 GY2904  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GY2904  DYNAMIC HT  -         194.644 (meters)     638.59  (feet)  COMP
 GY2904  MODELED GRAV-     979,880.0   (mgal)                       NAVD 88
 GY2904
 GY2904  VERT ORDER  -  SECOND    CLASS 0
 GY2904
 GY2904.The horizontal coordinates were scaled from a topographic map and have
 GY2904.an estimated accuracy of +/- 6 seconds.
 GY2904
 GY2904.The orthometric height was determined by differential leveling
 GY2904.and adjusted by the National Geodetic Survey in June 1991..
 GY2904
 GY2904.The geoid height was determined by GEOID03.
 GY2904
 GY2904.The dynamic height is computed by dividing the NAVD 88
 GY2904.geopotential number by the normal gravity value computed on the
 GY2904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2904.degrees latitude (g = 980.6199 gals.).
 GY2904
 GY2904.The modeled gravity was interpolated from observed gravity values.
 GY2904
 GY2904;                    North         East    Units  Estimated Accuracy
 GY2904;SPC KY1Z     - 1,152,680.    1,656,940.      MT  (+/- 180 meters Scaled)
 GY2904
 GY2904                          SUPERSEDED SURVEY CONTROL
 GY2904
 GY2904  NGVD 29 (??/??/92)  194.950  (m)          639.60   (f) ADJ UNCH    2 0
 GY2904
 GY2904.Superseded values are not recommended for survey control.
 GY2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2904.See file dsdata.txt to determine how the superseded data were derived.
 GY2904
 GY2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB381761(NAD 83)
 GY2904_MARKER: DB = BENCH MARK DISK
 GY2904_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2904_SP_SET: BUILDING
 GY2904_STAMPING: C 46 1935 639.598
 GY2904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2904
 GY2904  HISTORY     - Date     Condition        Report By
 GY2904  HISTORY     - 1935     MONUMENTED       CGS
 GY2904  HISTORY     - 1958     GOOD             NGS
 GY2904  HISTORY     - 19931202 MARK NOT FOUND   LOCENG
 GY2904
 GY2904                          STATION DESCRIPTION
 GY2904
 GY2904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY2904'AT IRVINE.
 GY2904'AT IRVINE, ESTILL COUNTY, AT THE LOUISVILLE AND NASHVILLE
 GY2904'RAILROAD STATION, IN THE CENTER OF THE SOUTH WALL, 15.5 FEET
 GY2904'NORTH OF THE NORTH RAIL, AND 4.5 FEET ABOVE THE TRACK.
 GY2904
 GY2904                          STATION RECOVERY (1993)
 GY2904
 GY2904'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 GY2904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0058 ***********************************************************************
 GD0058  DESIGNATION -  C 46 TVA
 GD0058  PID         -  GD0058
 GD0058  STATE/COUNTY-  KY/TRIGG
 GD0058  USGS QUAD   -  FENTON (1986)
 GD0058
 GD0058                         *CURRENT SURVEY CONTROL
 GD0058  ___________________________________________________________________
 GD0058* NAD 83(1986)-  36 49 07.     (N)    088 04 37.     (W)     SCALED    
 GD0058* NAVD 88     -       174.038  (meters)     570.99   (feet)  ADJUSTED  
 GD0058  ___________________________________________________________________
 GD0058  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0058  DYNAMIC HT  -         173.901 (meters)     570.54  (feet)  COMP
 GD0058  MODELED GRAV-     979,838.4   (mgal)                       NAVD 88
 GD0058
 GD0058  VERT ORDER  -  FIRST     CLASS II
 GD0058
 GD0058.The horizontal coordinates were scaled from a topographic map and have
 GD0058.an estimated accuracy of +/- 6 seconds.
 GD0058
 GD0058.The orthometric height was determined by differential leveling
 GD0058.and adjusted by the National Geodetic Survey in June 1991..
 GD0058
 GD0058.The geoid height was determined by GEOID03.
 GD0058
 GD0058.The dynamic height is computed by dividing the NAVD 88
 GD0058.geopotential number by the normal gravity value computed on the
 GD0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0058.degrees latitude (g = 980.6199 gals.).
 GD0058
 GD0058.The modeled gravity was interpolated from observed gravity values.
 GD0058
 GD0058;                    North         East    Units  Estimated Accuracy
 GD0058;SPC KY1Z     - 1,056,450.    1,292,390.      MT  (+/- 180 meters Scaled)
 GD0058
 GD0058                          SUPERSEDED SURVEY CONTROL
 GD0058
 GD0058  NGVD 29 (??/??/??)  174.102  (m)          571.20   (f) ADJUSTED    1 2
 GD0058
 GD0058.Superseded values are not recommended for survey control.
 GD0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0058.See file dsdata.txt to determine how the superseded data were derived.
 GD0058
 GD0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF039752(NAD 83)
 GD0058_MARKER: Z = SEE DESCRIPTION
 GD0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0058_STAMPING: C46 N27.34W
 GD0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0058+STABILITY: SURFACE MOTION
 GD0058
 GD0058  HISTORY     - Date     Condition        Report By
 GD0058  HISTORY     - UNK      MONUMENTED       TVA
 GD0058  HISTORY     - 1946     GOOD             CGS
 GD0058
 GD0058                          STATION DESCRIPTION
 GD0058
 GD0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0058'6.8 MI NW FROM GOLDEN POND.
 GD0058'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0058'AT GOLDEN POND, THENCE ABOUT 4.25 MILES NORTH ALONG THE DIVIDING
 GD0058'RIDGE ROAD, AT THE TOP OF A HILL AND THE T JUNCTION OF A ROAD
 GD0058'LEADING EAST, 35 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD,
 GD0058'44 FEET SOUTH OF THE CENTER LINE OF THE SIDE ROAD, 27 FEET
 GD0058'SOUTHEAST OF A WILDLIFE REFUGE SIGN, ABOUT LEVEL WITH THE ROAD
 GD0058'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0059 ***********************************************************************
 GD0059  DESIGNATION -  C 47 TVA
 GD0059  PID         -  GD0059
 GD0059  STATE/COUNTY-  KY/TRIGG
 GD0059  USGS QUAD   -  FENTON (1986)
 GD0059
 GD0059                         *CURRENT SURVEY CONTROL
 GD0059  ___________________________________________________________________
 GD0059* NAD 83(1986)-  36 48 42.     (N)    088 04 30.     (W)     SCALED    
 GD0059* NAVD 88     -       164.138  (meters)     538.51   (feet)  ADJUSTED  
 GD0059  ___________________________________________________________________
 GD0059  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0059  DYNAMIC HT  -         164.009 (meters)     538.09  (feet)  COMP
 GD0059  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GD0059
 GD0059  VERT ORDER  -  FIRST     CLASS II
 GD0059
 GD0059.The horizontal coordinates were scaled from a topographic map and have
 GD0059.an estimated accuracy of +/- 6 seconds.
 GD0059
 GD0059.The orthometric height was determined by differential leveling
 GD0059.and adjusted by the National Geodetic Survey in June 1991..
 GD0059
 GD0059.The geoid height was determined by GEOID03.
 GD0059
 GD0059.The dynamic height is computed by dividing the NAVD 88
 GD0059.geopotential number by the normal gravity value computed on the
 GD0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0059.degrees latitude (g = 980.6199 gals.).
 GD0059
 GD0059.The modeled gravity was interpolated from observed gravity values.
 GD0059
 GD0059;                    North         East    Units  Estimated Accuracy
 GD0059;SPC KY1Z     - 1,055,670.    1,292,540.      MT  (+/- 180 meters Scaled)
 GD0059
 GD0059                          SUPERSEDED SURVEY CONTROL
 GD0059
 GD0059  NGVD 29 (??/??/??)  164.202  (m)          538.72   (f) ADJUSTED    1 2
 GD0059
 GD0059.Superseded values are not recommended for survey control.
 GD0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0059.See file dsdata.txt to determine how the superseded data were derived.
 GD0059
 GD0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF041745(NAD 83)
 GD0059_MARKER: Z = SEE DESCRIPTION
 GD0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0059_STAMPING: C47 S31 07W
 GD0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0059+STABILITY: SURFACE MOTION
 GD0059
 GD0059  HISTORY     - Date     Condition        Report By
 GD0059  HISTORY     - UNK      MONUMENTED       TVA
 GD0059  HISTORY     - 1946     GOOD             CGS
 GD0059
 GD0059                          STATION DESCRIPTION
 GD0059
 GD0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0059'6.3 MI NW FROM GOLDEN POND.
 GD0059'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0059'AT GOLDEN POND, THENCE ABOUT 3.7 MILES NORTH ALONG THE DIVIDING
 GD0059'RIDGE ROAD, ABOUT 0.1 MILE NORTH OF THE TOP OF A GRADE, ABOUT
 GD0059'0.1 MILE SOUTH OF THE BOTTOM OF THE GRADE, 35 FEET EAST OF THE
 GD0059'CENTER LINE OF THE ROAD, 15.5 FEET EAST OF A 6 INCH BLAZED WHITE
 GD0059'OAK TREE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 GD0059'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0235 ***********************************************************************
 GZ0235  DESIGNATION -  C 48
 GZ0235  PID         -  GZ0235
 GZ0235  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0235  USGS QUAD   -  BERNSTADT (1969)
 GZ0235
 GZ0235                         *CURRENT SURVEY CONTROL
 GZ0235  ___________________________________________________________________
 GZ0235* NAD 83(1986)-  37 14 58.     (N)    084 13 19.     (W)     SCALED    
 GZ0235* NAVD 88     -       267.101  (meters)     876.31   (feet)  ADJUSTED  
 GZ0235  ___________________________________________________________________
 GZ0235  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GZ0235  DYNAMIC HT  -         266.898 (meters)     875.65  (feet)  COMP
 GZ0235  MODELED GRAV-     979,865.3   (mgal)                       NAVD 88
 GZ0235
 GZ0235  VERT ORDER  -  SECOND    CLASS 0
 GZ0235
 GZ0235.The horizontal coordinates were scaled from a topographic map and have
 GZ0235.an estimated accuracy of +/- 6 seconds.
 GZ0235
 GZ0235.The orthometric height was determined by differential leveling
 GZ0235.and adjusted by the National Geodetic Survey in June 1991..
 GZ0235
 GZ0235.The geoid height was determined by GEOID03.
 GZ0235
 GZ0235.The dynamic height is computed by dividing the NAVD 88
 GZ0235.geopotential number by the normal gravity value computed on the
 GZ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0235.degrees latitude (g = 980.6199 gals.).
 GZ0235
 GZ0235.The modeled gravity was interpolated from observed gravity values.
 GZ0235
 GZ0235;                    North         East    Units  Estimated Accuracy
 GZ0235;SPC KY1Z     - 1,102,780.    1,635,560.      MT  (+/- 180 meters Scaled)
 GZ0235
 GZ0235                          SUPERSEDED SURVEY CONTROL
 GZ0235
 GZ0235  NGVD 29 (??/??/92)  267.264  (m)          876.85   (f) ADJ UNCH    2 0
 GZ0235
 GZ0235.Superseded values are not recommended for survey control.
 GZ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0235.See file dsdata.txt to determine how the superseded data were derived.
 GZ0235
 GZ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG463261(NAD 83)
 GZ0235_MARKER: DB = BENCH MARK DISK
 GZ0235_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0235_SP_SET: ROCK OUTCROP
 GZ0235_STAMPING: C 48 1935 876.849
 GZ0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0235+STABILITY: POSITION/ELEVATION WELL
 GZ0235
 GZ0235  HISTORY     - Date     Condition        Report By
 GZ0235  HISTORY     - 1935     MONUMENTED       CGS
 GZ0235  HISTORY     - 1958     POOR             NGS
 GZ0235  HISTORY     - 1963     POOR             NGS
 GZ0235
 GZ0235                          STATION DESCRIPTION
 GZ0235
 GZ0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0235'2.2 MI N FROM HAZEL PATCH.
 GZ0235'ABOUT 2.2 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0235'FROM THE POST OFFICE IN HAZEL PATCH, SET IN THE TOP OF A SMALL
 GZ0235'LEDGE OF AN OUTCROP OF ROCK, 226 FEET NORTHWEST AND ACROSS THE
 GZ0235'TRACK FROM MILE POST L 144, 47 FEET SOUTHEAST OF THE NORTHEAST
 GZ0235'END OF AN 18-INCH PIPE CULVERT UNDER TRACK, 7 FEET NORTHEAST OF
 GZ0235'THE NORTHEAST RAIL OF NORTHEAST TRACK AND ABOUT 1 FOOT BELOW
 GZ0235'THE TRACK.
 GZ0235
 GZ0235                          STATION RECOVERY (1963)
 GZ0235
 GZ0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GZ0235'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0060 ***********************************************************************
 GD0060  DESIGNATION -  C 48 TVA
 GD0060  PID         -  GD0060
 GD0060  STATE/COUNTY-  KY/TRIGG
 GD0060  USGS QUAD   -  FENTON (1986)
 GD0060
 GD0060                         *CURRENT SURVEY CONTROL
 GD0060  ___________________________________________________________________
 GD0060* NAD 83(1986)-  36 48 39.     (N)    088 04 33.     (W)     SCALED    
 GD0060* NAVD 88     -       169.048  (meters)     554.62   (feet)  ADJUSTED  
 GD0060  ___________________________________________________________________
 GD0060  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0060  DYNAMIC HT  -         168.914 (meters)     554.18  (feet)  COMP
 GD0060  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GD0060
 GD0060  VERT ORDER  -  FIRST     CLASS II
 GD0060
 GD0060.The horizontal coordinates were scaled from a topographic map and have
 GD0060.an estimated accuracy of +/- 6 seconds.
 GD0060
 GD0060.The orthometric height was determined by differential leveling
 GD0060.and adjusted by the National Geodetic Survey in June 1991..
 GD0060
 GD0060.The geoid height was determined by GEOID03.
 GD0060
 GD0060.The dynamic height is computed by dividing the NAVD 88
 GD0060.geopotential number by the normal gravity value computed on the
 GD0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0060.degrees latitude (g = 980.6199 gals.).
 GD0060
 GD0060.The modeled gravity was interpolated from observed gravity values.
 GD0060
 GD0060;                    North         East    Units  Estimated Accuracy
 GD0060;SPC KY1Z     - 1,055,580.    1,292,470.      MT  (+/- 180 meters Scaled)
 GD0060
 GD0060                          SUPERSEDED SURVEY CONTROL
 GD0060
 GD0060  NGVD 29 (??/??/??)  169.111  (m)          554.83   (f) ADJUSTED    1 2
 GD0060
 GD0060.Superseded values are not recommended for survey control.
 GD0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0060.See file dsdata.txt to determine how the superseded data were derived.
 GD0060
 GD0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF040744(NAD 83)
 GD0060_MARKER: Z = SEE DESCRIPTION
 GD0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0060_STAMPING: C48 N31 07E
 GD0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0060+STABILITY: SURFACE MOTION
 GD0060
 GD0060  HISTORY     - Date     Condition        Report By
 GD0060  HISTORY     - UNK      MONUMENTED       TVA
 GD0060  HISTORY     - 1946     GOOD             CGS
 GD0060
 GD0060                          STATION DESCRIPTION
 GD0060
 GD0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0060'6.2 MI NW FROM GOLDEN POND.
 GD0060'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0060'AT GOLDEN POND, THENCE ABOUT 3.6 MILES NORTH ALONG THE DIVIDING
 GD0060'RIDGE ROAD, AT THE TOP OF A GRADE, AT THE INSIDE OF A CURVE, 26
 GD0060'FEET EAST OF THE CENTER LINE OF THE ROAD, 8 FEET NORTHEAST OF A
 GD0060'BLAZED 18 INCH OAK TREE, ABOUT LEVEL WITH THE ROAD AND SET IN
 GD0060'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0086 ***********************************************************************
 GB0086  DESIGNATION -  C 49
 GB0086  PID         -  GB0086
 GB0086  STATE/COUNTY-  KY/WHITLEY
 GB0086  USGS QUAD   -  ROCKHOLDS (1981)
 GB0086
 GB0086                         *CURRENT SURVEY CONTROL
 GB0086  ___________________________________________________________________
 GB0086* NAD 83(1986)-  36 49 53.     (N)    084 06 57.     (W)     SCALED    
 GB0086* NAVD 88     -       299.897  (meters)     983.91   (feet)  ADJUSTED  
 GB0086  ___________________________________________________________________
 GB0086  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 GB0086  DYNAMIC HT  -         299.649 (meters)     983.10  (feet)  COMP
 GB0086  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 GB0086
 GB0086  VERT ORDER  -  SECOND    CLASS 0
 GB0086
 GB0086.The horizontal coordinates were scaled from a topographic map and have
 GB0086.an estimated accuracy of +/- 6 seconds.
 GB0086
 GB0086.The orthometric height was determined by differential leveling
 GB0086.and adjusted by the National Geodetic Survey in June 1991..
 GB0086
 GB0086.The geoid height was determined by GEOID03.
 GB0086
 GB0086.The dynamic height is computed by dividing the NAVD 88
 GB0086.geopotential number by the normal gravity value computed on the
 GB0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0086.degrees latitude (g = 980.6199 gals.).
 GB0086
 GB0086.The modeled gravity was interpolated from observed gravity values.
 GB0086
 GB0086;                    North         East    Units  Estimated Accuracy
 GB0086;SPC KY1Z     - 1,056,550.    1,645,780.      MT  (+/- 180 meters Scaled)
 GB0086
 GB0086                          SUPERSEDED SURVEY CONTROL
 GB0086
 GB0086  NGVD 29 (??/??/92)  300.054  (m)          984.43   (f) ADJ UNCH    2 0
 GB0086
 GB0086.Superseded values are not recommended for survey control.
 GB0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0086.See file dsdata.txt to determine how the superseded data were derived.
 GB0086
 GB0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF572800(NAD 83)
 GB0086_MARKER: DB = BENCH MARK DISK
 GB0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0086_STAMPING: C 49 1935 984.427
 GB0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0086+STABILITY: SURFACE MOTION
 GB0086
 GB0086  HISTORY     - Date     Condition        Report By
 GB0086  HISTORY     - 1935     MONUMENTED       CGS
 GB0086  HISTORY     - 1950     GOOD             NGS
 GB0086  HISTORY     - 1957     GOOD             NGS
 GB0086
 GB0086                          STATION DESCRIPTION
 GB0086
 GB0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0086'0.4 MI NE FROM ROCKHOLDS.
 GB0086'ABOUT 0.4 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GB0086'RAILROAD FROM THE STATION AT ROCKHOLDS, AT THE CROSSING OF
 GB0086'STATE HIGHWAY 26 AND THE JUNCTION OF A GRAVEL ROAD SOUTH PARALLEL
 GB0086'TO THE TRACK, 55 FEET EAST AND ACROSS GRAVEL ROAD FROM THE EAST
 GB0086'RAIL, 123 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE
 GB0086'HIGHWAY AND TRACK, 14 FEET EAST OF THE CENTER LINE OF GRAVEL
 GB0086'ROAD, 68 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE WHITE
 GB0086'HOUSE, 64 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GB0086'1 1/2-STORY WHITE HOUSE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 GB0086'POST, ABOUT 3 FEET BELOW THE TRACK AND SET IN THE TOP OF A
 GB0086'CONCRETE POST PROJECTING 3 INCHES.
 GB0086
 GB0086                          STATION RECOVERY (1957)
 GB0086
 GB0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0061 ***********************************************************************
 GD0061  DESIGNATION -  C 49 TVA
 GD0061  PID         -  GD0061
 GD0061  STATE/COUNTY-  KY/TRIGG
 GD0061  USGS QUAD   -  FENTON (1986)
 GD0061
 GD0061                         *CURRENT SURVEY CONTROL
 GD0061  ___________________________________________________________________
 GD0061* NAD 83(1986)-  36 48 22.     (N)    088 05 01.     (W)     SCALED    
 GD0061* NAVD 88     -       146.434  (meters)     480.43   (feet)  ADJUSTED  
 GD0061  ___________________________________________________________________
 GD0061  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0061  DYNAMIC HT  -         146.318 (meters)     480.05  (feet)  COMP
 GD0061  MODELED GRAV-     979,839.0   (mgal)                       NAVD 88
 GD0061
 GD0061  VERT ORDER  -  FIRST     CLASS II
 GD0061
 GD0061.The horizontal coordinates were scaled from a topographic map and have
 GD0061.an estimated accuracy of +/- 6 seconds.
 GD0061
 GD0061.The orthometric height was determined by differential leveling
 GD0061.and adjusted by the National Geodetic Survey in June 1991..
 GD0061
 GD0061.The geoid height was determined by GEOID03.
 GD0061
 GD0061.The dynamic height is computed by dividing the NAVD 88
 GD0061.geopotential number by the normal gravity value computed on the
 GD0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0061.degrees latitude (g = 980.6199 gals.).
 GD0061
 GD0061.The modeled gravity was interpolated from observed gravity values.
 GD0061
 GD0061;                    North         East    Units  Estimated Accuracy
 GD0061;SPC KY1Z     - 1,055,080.    1,291,760.      MT  (+/- 180 meters Scaled)
 GD0061
 GD0061                          SUPERSEDED SURVEY CONTROL
 GD0061
 GD0061  NGVD 29 (??/??/??)  146.497  (m)          480.63   (f) ADJUSTED    1 2
 GD0061
 GD0061.Superseded values are not recommended for survey control.
 GD0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0061.See file dsdata.txt to determine how the superseded data were derived.
 GD0061
 GD0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF033739(NAD 83)
 GD0061_MARKER: Z = SEE DESCRIPTION
 GD0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0061_STAMPING: C 49 S54 16W
 GD0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0061+STABILITY: SURFACE MOTION
 GD0061
 GD0061  HISTORY     - Date     Condition        Report By
 GD0061  HISTORY     - UNK      MONUMENTED       TVA
 GD0061  HISTORY     - 1946     GOOD             CGS
 GD0061
 GD0061                          STATION DESCRIPTION
 GD0061
 GD0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0061'5.7 MI NW FROM GOLDEN POND.
 GD0061'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0061'AT GOLDEN POND, THENCE ABOUT 3.1 MILES NORTH ALONG THE DIVIDING
 GD0061'RIDGE ROAD, ABOUT 0.1 MILE NORTHEAST AND UP A STEEP GRADE FROM
 GD0061'A CONCRETE CULVERT, ABOUT 50 YARDS SOUTHWEST OF THE TOP OF THE
 GD0061'GRADE, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD, 7.5 FEET
 GD0061'EAST OF A BLAZED 10 INCH OAK TREE, ABOUT 2.5 FEET ABOVE THE
 GD0061'CENTER OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GD0061'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0020 ***********************************************************************
 GD0020  DESIGNATION -  C 5 TVA
 GD0020  PID         -  GD0020
 GD0020  STATE/COUNTY-  KY/LYON
 GD0020  USGS QUAD   -  MONT (1986)
 GD0020
 GD0020                         *CURRENT SURVEY CONTROL
 GD0020  ___________________________________________________________________
 GD0020* NAD 83(1986)-  36 56 22.     (N)    088 06 09.     (W)     SCALED    
 GD0020* NAVD 88     -       166.388  (meters)     545.89   (feet)  ADJUSTED  
 GD0020  ___________________________________________________________________
 GD0020  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0020  DYNAMIC HT  -         166.259 (meters)     545.47  (feet)  COMP
 GD0020  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 GD0020
 GD0020  VERT ORDER  -  FIRST     CLASS II
 GD0020
 GD0020.The horizontal coordinates were scaled from a topographic map and have
 GD0020.an estimated accuracy of +/- 6 seconds.
 GD0020
 GD0020.The orthometric height was determined by differential leveling
 GD0020.and adjusted by the National Geodetic Survey in June 1991..
 GD0020
 GD0020.The geoid height was determined by GEOID03.
 GD0020
 GD0020.The dynamic height is computed by dividing the NAVD 88
 GD0020.geopotential number by the normal gravity value computed on the
 GD0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0020.degrees latitude (g = 980.6199 gals.).
 GD0020
 GD0020.The modeled gravity was interpolated from observed gravity values.
 GD0020
 GD0020;                    North         East    Units  Estimated Accuracy
 GD0020;SPC KY1Z     - 1,069,910.    1,290,450.      MT  (+/- 180 meters Scaled)
 GD0020
 GD0020                          SUPERSEDED SURVEY CONTROL
 GD0020
 GD0020  NGVD 29 (??/??/??)  166.457  (m)          546.12   (f) ADJUSTED    1 2
 GD0020
 GD0020.Superseded values are not recommended for survey control.
 GD0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0020.See file dsdata.txt to determine how the superseded data were derived.
 GD0020
 GD0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF018887(NAD 83)
 GD0020_MARKER: P = PIPE CAP
 GD0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0020_STAMPING: C 5 S55.18W
 GD0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0020
 GD0020  HISTORY     - Date     Condition        Report By
 GD0020  HISTORY     - UNK      MONUMENTED       TVA
 GD0020  HISTORY     - 1947     GOOD             CGS
 GD0020  HISTORY     - 1972     GOOD             NGS
 GD0020  HISTORY     - 20030806 MARK NOT FOUND   KYDT
 GD0020
 GD0020                          STATION DESCRIPTION
 GD0020
 GD0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0020'10.2 MI SE FROM GRAND RIVERS.
 GD0020'ABOUT 4.45 MILES SOUTHEAST ALONG THE STAR LIME WORKS ROAD FROM
 GD0020'THE POST OFFICE AT GRAND RIVERS, THENCE 5.7 MILES SOUTHEAST
 GD0020'ALONG THE DIVIDING RIDGE ROAD, ABOUT 1.2 MILES SOUTHEAST OF THE
 GD0020'CROSSING OF STATE HIGHWAY 58, ABOUT 0.85 MILE NORTHEAST OF A
 GD0020'FORK IN THE ROAD, 46 FEET SOUTHEAST OF THE CENTER OF THE ROAD,
 GD0020'19 FEET NORTHWEST OF A 12-INCH OAK TREE.  A CAP ON AN IRON PIPE
 GD0020'SET IN CONCRETE AND PROJECTING ABOUT 6-INCHES.  NOTE-- 250
 GD0020'PLUS OR MINUS N.E. OF T. RD. SE, 35 PLUS OR MINUS S OF CENTERLINE
 GD0020'OF WOOD RD. TO E. STEEL POST AND SURVEY MARKER SIGN SET AT
 GD0020'MONUMENT.
 GD0020
 GD0020                          STATION RECOVERY (1972)
 GD0020
 GD0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0020'RECOVERED IN GOOD CONDITION.
 GD0020
 GD0020                          STATION RECOVERY (2003)
 GD0020
 GD0020'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GD0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0119 ***********************************************************************
 GB0119  DESIGNATION -  C 50
 GB0119  PID         -  GB0119
 GB0119  STATE/COUNTY-  KY/MCCREARY
 GB0119  USGS QUAD   -  WHITLEY CITY (1982)
 GB0119
 GB0119                         *CURRENT SURVEY CONTROL
 GB0119  ___________________________________________________________________
 GB0119* NAD 83(1986)-  36 39 51.     (N)    084 22 48.     (W)     SCALED    
 GB0119* NAVD 88     -       403.133  (meters)    1322.61   (feet)  ADJUSTED  
 GB0119  ___________________________________________________________________
 GB0119  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB0119  DYNAMIC HT  -         402.806 (meters)    1321.54  (feet)  COMP
 GB0119  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 GB0119
 GB0119  VERT ORDER  -  SECOND    CLASS 0
 GB0119
 GB0119.The horizontal coordinates were scaled from a topographic map and have
 GB0119.an estimated accuracy of +/- 6 seconds.
 GB0119
 GB0119.The orthometric height was determined by differential leveling
 GB0119.and adjusted by the National Geodetic Survey in June 1991..
 GB0119
 GB0119.The geoid height was determined by GEOID03.
 GB0119
 GB0119.The dynamic height is computed by dividing the NAVD 88
 GB0119.geopotential number by the normal gravity value computed on the
 GB0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0119.degrees latitude (g = 980.6199 gals.).
 GB0119
 GB0119.The modeled gravity was interpolated from observed gravity values.
 GB0119
 GB0119;                    North         East    Units  Estimated Accuracy
 GB0119;SPC KY1Z     - 1,037,620.    1,622,490.      MT  (+/- 180 meters Scaled)
 GB0119
 GB0119                          SUPERSEDED SURVEY CONTROL
 GB0119
 GB0119  NGVD 29 (??/??/92)  403.275  (m)         1323.08   (f) ADJ UNCH    2 0
 GB0119
 GB0119.Superseded values are not recommended for survey control.
 GB0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0119.See file dsdata.txt to determine how the superseded data were derived.
 GB0119
 GB0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF341608(NAD 83)
 GB0119_MARKER: DB = BENCH MARK DISK
 GB0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0119_STAMPING: C 50 1935 1323.078
 GB0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0119+STABILITY: SURFACE MOTION
 GB0119
 GB0119  HISTORY     - Date     Condition        Report By
 GB0119  HISTORY     - 1935     MONUMENTED       CGS
 GB0119  HISTORY     - 1951     GOOD             NGS
 GB0119  HISTORY     - 1957     POOR             NGS
 GB0119  HISTORY     - 19960619 POOR             KYDT
 GB0119
 GB0119                          STATION DESCRIPTION
 GB0119
 GB0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0119'4.1 MI E FROM PINE KNOT.
 GB0119'ABOUT 4.1 MILES EAST ALONG STATE HIGHWAY 92 FROM THE JUNCTION
 GB0119'OF U.S. HIGHWAY 27 AT PINE KNOT, NEAR THE TOP OF A LONG CROOKED
 GB0119'HILL DECENDING EAST, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 GB0119'EXTENDING WEST AND SOUTHEAST, AT THE JUNCTION OF A DRIVE EAST
 GB0119'TO A SMALL STORE, 35 FEET NORTHEAST OF THE CENTER LINE OF THE
 GB0119'HIGHWAY, 26 FEET NORTH OF THE CENTER LINE OF DRIVE TO STORE,
 GB0119'16 FEET NORTHWEST OF A FENCE CORNER, 19 FEET NORTHWEST OF THE
 GB0119'NORTH END OF A 14-INCH PIPE CULVERT UNDER DRIVE, 1 FOOT SOUTHWEST
 GB0119'OF A FENCE LINE, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE
 GB0119'TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE CONCRETE
 GB0119'AROUND TOP OF POST IS CHIPPED OFF BUT THE DISK AND POST ARE
 GB0119'BOTH SOLID.
 GB0119
 GB0119                          STATION RECOVERY (1957)
 GB0119
 GB0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0119'MARK RECOVERED IN POOR CONDITION.
 GB0119
 GB0119                          STATION RECOVERY (1996)
 GB0119
 GB0119'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0119'3.9 FEET NORTHWEST OF ANCHOR POLE, 1 FOOT SOUTHWEST OF METAL WITNESS
 GB0119'POST WITH SIGN, MUTILATED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1080 ***********************************************************************
 GZ1080  DESIGNATION -  C 51
 GZ1080  PID         -  GZ1080
 GZ1080  STATE/COUNTY-  KY/PULASKI
 GZ1080  USGS QUAD   -  SOMERSET (1987)
 GZ1080
 GZ1080                         *CURRENT SURVEY CONTROL
 GZ1080  ___________________________________________________________________
 GZ1080* NAD 83(1986)-  37 06 53.     (N)    084 33 42.     (W)     SCALED    
 GZ1080* NAVD 88     -       287.885  (meters)     944.50   (feet)  ADJUSTED  
 GZ1080  ___________________________________________________________________
 GZ1080  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GZ1080  DYNAMIC HT  -         287.664 (meters)     943.78  (feet)  COMP
 GZ1080  MODELED GRAV-     979,854.4   (mgal)                       NAVD 88
 GZ1080
 GZ1080  VERT ORDER  -  SECOND    CLASS 0
 GZ1080
 GZ1080.The horizontal coordinates were scaled from a topographic map and have
 GZ1080.an estimated accuracy of +/- 6 seconds.
 GZ1080
 GZ1080.The orthometric height was determined by differential leveling
 GZ1080.and adjusted by the National Geodetic Survey in June 1991..
 GZ1080
 GZ1080.The geoid height was determined by GEOID03.
 GZ1080
 GZ1080.The dynamic height is computed by dividing the NAVD 88
 GZ1080.geopotential number by the normal gravity value computed on the
 GZ1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1080.degrees latitude (g = 980.6199 gals.).
 GZ1080
 GZ1080.The modeled gravity was interpolated from observed gravity values.
 GZ1080
 GZ1080;                    North         East    Units  Estimated Accuracy
 GZ1080;SPC KY1Z     - 1,087,400.    1,605,610.      MT  (+/- 180 meters Scaled)
 GZ1080
 GZ1080                          SUPERSEDED SURVEY CONTROL
 GZ1080
 GZ1080  NGVD 29 (??/??/92)  288.051  (m)          945.05   (f) ADJ UNCH    2 0
 GZ1080
 GZ1080.Superseded values are not recommended for survey control.
 GZ1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1080.See file dsdata.txt to determine how the superseded data were derived.
 GZ1080
 GZ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG166103(NAD 83)
 GZ1080_MARKER: DB = BENCH MARK DISK
 GZ1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1080_STAMPING: C 51 1935 945.047
 GZ1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1080+STABILITY: SURFACE MOTION
 GZ1080
 GZ1080  HISTORY     - Date     Condition        Report By
 GZ1080  HISTORY     - 1935     MONUMENTED       CGS
 GZ1080  HISTORY     - 1950     GOOD             NGS
 GZ1080  HISTORY     - 1957     GOOD             NGS
 GZ1080  HISTORY     - 1983     MARK NOT FOUND   KYDT
 GZ1080
 GZ1080                          STATION DESCRIPTION
 GZ1080
 GZ1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1080'3 MI NE FROM SOMERSET.
 GZ1080'ABOUT 3.05 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM THE COURT
 GZ1080'HOUSE AT SOMERSET, ABOUT 0.25 MILE NORTHEAST OF A BRIDGE OVER
 GZ1080'PITMAN CREEK, ON THE SOUTHWEST SLOPE OF A HILL DESCENDING TO
 GZ1080'PITMAN CREEK, SOUTH AND ACROSS HIGHWAY FROM AN OLD TWO STORY
 GZ1080'FRAME HOUSE, 198 FEET NORTHEAST OF THE JUNCTION OF A DRIVE
 GZ1080'SOUTH TO A FARM, 145 FEET SOUTHWEST OF A POWER POLE WITH TRANSFORMER
 GZ1080'AND BRANCH LINE TO OLD TWO STORY FARM HOUSE, 31 FEET SOUTHEAST OF THE
 GZ1080'CENTER LINE OF THE HIGHWAY, 0.5 FOOT NORTHWEST OF A FENCE LINE, ABOUT
 GZ1080'1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ1080'PROJECTING 6 INCHES.
 GZ1080
 GZ1080                          STATION RECOVERY (1957)
 GZ1080
 GZ1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ1080'RECOVERED IN GOOD CONDITION.
 GZ1080
 GZ1080                          STATION RECOVERY (1983)
 GZ1080
 GZ1080'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0062 ***********************************************************************
 GD0062  DESIGNATION -  C 51 TVA
 GD0062  PID         -  GD0062
 GD0062  STATE/COUNTY-  KY/TRIGG
 GD0062  USGS QUAD   -  FENTON (1986)
 GD0062
 GD0062                         *CURRENT SURVEY CONTROL
 GD0062  ___________________________________________________________________
 GD0062* NAD 83(1986)-  36 48 15.     (N)    088 04 44.     (W)     SCALED    
 GD0062* NAVD 88     -       172.068  (meters)     564.53   (feet)  ADJUSTED  
 GD0062  ___________________________________________________________________
 GD0062  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0062  DYNAMIC HT  -         171.932 (meters)     564.08  (feet)  COMP
 GD0062  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 GD0062
 GD0062  VERT ORDER  -  FIRST     CLASS II
 GD0062
 GD0062.The horizontal coordinates were scaled from a topographic map and have
 GD0062.an estimated accuracy of +/- 6 seconds.
 GD0062
 GD0062.The orthometric height was determined by differential leveling
 GD0062.and adjusted by the National Geodetic Survey in June 1991..
 GD0062
 GD0062.The geoid height was determined by GEOID03.
 GD0062
 GD0062.The dynamic height is computed by dividing the NAVD 88
 GD0062.geopotential number by the normal gravity value computed on the
 GD0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0062.degrees latitude (g = 980.6199 gals.).
 GD0062
 GD0062.The modeled gravity was interpolated from observed gravity values.
 GD0062
 GD0062;                    North         East    Units  Estimated Accuracy
 GD0062;SPC KY1Z     - 1,054,850.    1,292,180.      MT  (+/- 180 meters Scaled)
 GD0062
 GD0062                          SUPERSEDED SURVEY CONTROL
 GD0062
 GD0062  NGVD 29 (??/??/??)  172.132  (m)          564.74   (f) ADJUSTED    1 2
 GD0062
 GD0062.Superseded values are not recommended for survey control.
 GD0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0062.See file dsdata.txt to determine how the superseded data were derived.
 GD0062
 GD0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF037736(NAD 83)
 GD0062_MARKER: Z = SEE DESCRIPTION
 GD0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0062_STAMPING: C51 S57 46W
 GD0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0062+STABILITY: SURFACE MOTION
 GD0062
 GD0062  HISTORY     - Date     Condition        Report By
 GD0062  HISTORY     - UNK      MONUMENTED       TVA
 GD0062  HISTORY     - 1946     GOOD             CGS
 GD0062
 GD0062                          STATION DESCRIPTION
 GD0062
 GD0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0062'5.2 MI NW FROM GOLDEN POND.
 GD0062'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0062'AT GOLDEN POND, THENCE ABOUT 2.6 MILES NORTH ALONG THE DIVIDING
 GD0062'RIDGE ROAD, AT THE TOP OF A HILL, 31 FEET EAST OF THE CENTER
 GD0062'LINE OF THE ROAD, 17 FEET EAST OF A BLAZED 10 INCH OAK TREE,
 GD0062'25 FEET SOUTHEAST OF THE NORTH END OF A RAIL ALONG THE ROAD, 17
 GD0062'FEET EAST OF THE RAIL, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 GD0062'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2474 ***********************************************************************
 GY2474  DESIGNATION -  C 51 X
 GY2474  PID         -  GY2474
 GY2474  STATE/COUNTY-  KY/CLAY
 GY2474  USGS QUAD   -  MANCHESTER (1979)
 GY2474
 GY2474                         *CURRENT SURVEY CONTROL
 GY2474  ___________________________________________________________________
 GY2474* NAD 83(1986)-  37 09 13.     (N)    083 45 42.     (W)     SCALED    
 GY2474* NAVD 88     -       265.114  (meters)     869.79   (feet)  ADJUSTED  
 GY2474  ___________________________________________________________________
 GY2474  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GY2474  DYNAMIC HT  -         264.904 (meters)     869.11  (feet)  COMP
 GY2474  MODELED GRAV-     979,830.6   (mgal)                       NAVD 88
 GY2474
 GY2474  VERT ORDER  -  SECOND    CLASS 0
 GY2474
 GY2474.The horizontal coordinates were scaled from a topographic map and have
 GY2474.an estimated accuracy of +/- 6 seconds.
 GY2474
 GY2474.The orthometric height was determined by differential leveling
 GY2474.and adjusted by the National Geodetic Survey in June 1991..
 GY2474
 GY2474.The geoid height was determined by GEOID03.
 GY2474
 GY2474.The dynamic height is computed by dividing the NAVD 88
 GY2474.geopotential number by the normal gravity value computed on the
 GY2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2474.degrees latitude (g = 980.6199 gals.).
 GY2474
 GY2474.The modeled gravity was interpolated from observed gravity values.
 GY2474
 GY2474;                    North         East    Units  Estimated Accuracy
 GY2474;SPC KY1Z     - 1,092,920.    1,676,610.      MT  (+/- 180 meters Scaled)
 GY2474
 GY2474                          SUPERSEDED SURVEY CONTROL
 GY2474
 GY2474  NGVD 29 (??/??/92)  265.271  (m)          870.31   (f) ADJ UNCH    2 0
 GY2474
 GY2474.Superseded values are not recommended for survey control.
 GY2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2474.See file dsdata.txt to determine how the superseded data were derived.
 GY2474
 GY2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB547154(NAD 83)
 GY2474_MARKER: DB = BENCH MARK DISK
 GY2474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2474_SP_SET: BUILDING
 GY2474_STAMPING: C 51 X 1935 870.310
 GY2474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2474
 GY2474  HISTORY     - Date     Condition        Report By
 GY2474  HISTORY     - 1935     MONUMENTED       CGS
 GY2474  HISTORY     - 1957     GOOD             NGS
 GY2474  HISTORY     - 20010829 MARK NOT FOUND   KYDT
 GY2474
 GY2474                          STATION DESCRIPTION
 GY2474
 GY2474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2474'AT MANCHESTER.
 GY2474'AT MANCHESTER, IN THE NORTH FACE OF THE FIRST STATE BANK BUILDING,
 GY2474'1 FOOT EAST OF THE MAIN ENTRANCE, 4 FEET ABOVE THE LEVEL OF SIDE
 GY2474'WALK, AND SET VERTICALLY.
 GY2474
 GY2474                          STATION RECOVERY (2001)
 GY2474
 GY2474'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY2474'BANKS EXTERIOR WAS REMODELED IN EARLY 1980'S AFTER FIRE, NO SIGN OF
 GY2474'MARK,CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2430 ***********************************************************************
 GY2430  DESIGNATION -  C 52
 GY2430  PID         -  GY2430
 GY2430  STATE/COUNTY-  KY/LAUREL
 GY2430  USGS QUAD   -  BLACKWATER (1979)
 GY2430
 GY2430                         *CURRENT SURVEY CONTROL
 GY2430  ___________________________________________________________________
 GY2430* NAD 83(1986)-  37 05 21.     (N)    083 53 38.     (W)     SCALED    
 GY2430* NAVD 88     -       383.898  (meters)    1259.51   (feet)  ADJUSTED  
 GY2430  ___________________________________________________________________
 GY2430  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GY2430  DYNAMIC HT  -         383.589 (meters)    1258.49  (feet)  COMP
 GY2430  MODELED GRAV-     979,815.3   (mgal)                       NAVD 88
 GY2430
 GY2430  VERT ORDER  -  SECOND    CLASS 0
 GY2430
 GY2430.The horizontal coordinates were scaled from a topographic map and have
 GY2430.an estimated accuracy of +/- 6 seconds.
 GY2430
 GY2430.The orthometric height was determined by differential leveling
 GY2430.and adjusted by the National Geodetic Survey in June 1991..
 GY2430
 GY2430.The geoid height was determined by GEOID03.
 GY2430
 GY2430.The dynamic height is computed by dividing the NAVD 88
 GY2430.geopotential number by the normal gravity value computed on the
 GY2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2430.degrees latitude (g = 980.6199 gals.).
 GY2430
 GY2430.The modeled gravity was interpolated from observed gravity values.
 GY2430
 GY2430;                    North         East    Units  Estimated Accuracy
 GY2430;SPC KY1Z     - 1,085,530.    1,665,010.      MT  (+/- 180 meters Scaled)
 GY2430
 GY2430                          SUPERSEDED SURVEY CONTROL
 GY2430
 GY2430  NGVD 29 (??/??/92)  384.05   (m)         1260.0    (f) COMPUTED    2 0
 GY2430
 GY2430.Superseded values are not recommended for survey control.
 GY2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2430.See file dsdata.txt to determine how the superseded data were derived.
 GY2430
 GY2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB427086(NAD 83)
 GY2430_MARKER: DB = BENCH MARK DISK
 GY2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2430_STAMPING: C 52 1935 1260.014
 GY2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2430+STABILITY: SURFACE MOTION
 GY2430
 GY2430  HISTORY     - Date     Condition        Report By
 GY2430  HISTORY     - 1935     MONUMENTED       CGS
 GY2430  HISTORY     - 1950     GOOD             NGS
 GY2430  HISTORY     - 1957     GOOD             NGS
 GY2430
 GY2430                          STATION DESCRIPTION
 GY2430
 GY2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2430'1.7 MI E FROM LIDA.
 GY2430'ABOUT 1.7 MILES EAST ALONG STATE HIGHWAY 80 FROM THE PROVIDENCE
 GY2430'BAPTIST CHURCH AT LIDA, NEAR THE TOP OF A GRADE, 206 FEET SOUTHEAST
 GY2430'AND ACROSS HIGHWAY FROM THE SOUTHEAST CORNER OF AN IMITATION TAN
 GY2430'BRICK HOUSE, 83 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 GY2430'THE HIGHWAY AND A DIM ROAD NORTH, 73 FEET NORTHWEST OF A POWER
 GY2430'POLE, 49 1/2 FEET EAST OF A TELEPHONE POLE, 30 FEET SOUTH OF THE
 GY2430'CENTER LINE OF THE HIGHWAY, 1 1/2 FEET NORTH OF A WHITE WOODEN
 GY2430'WITNESS POST, ABOUT 3 FEET ABOVE THE HIGHWAY AND SET IN THE
 GY2430'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GY2430
 GY2430                          STATION RECOVERY (1957)
 GY2430
 GY2430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2031 ***********************************************************************
 GY2031  DESIGNATION -  C 53
 GY2031  PID         -  GY2031
 GY2031  STATE/COUNTY-  KY/LESLIE
 GY2031  USGS QUAD   -  HYDEN WEST (1980)
 GY2031
 GY2031                         *CURRENT SURVEY CONTROL
 GY2031  ___________________________________________________________________
 GY2031* NAD 83(1986)-  37 07 56.     (N)    083 26 46.     (W)     SCALED    
 GY2031* NAVD 88     -       309.895  (meters)    1016.71   (feet)  ADJUSTED  
 GY2031  ___________________________________________________________________
 GY2031  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GY2031  DYNAMIC HT  -         309.638 (meters)    1015.87  (feet)  COMP
 GY2031  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 GY2031
 GY2031  VERT ORDER  -  SECOND    CLASS 0
 GY2031
 GY2031.The horizontal coordinates were scaled from a topographic map and have
 GY2031.an estimated accuracy of +/- 6 seconds.
 GY2031
 GY2031.The orthometric height was determined by differential leveling
 GY2031.and adjusted by the National Geodetic Survey in June 1991..
 GY2031
 GY2031.The geoid height was determined by GEOID03.
 GY2031
 GY2031.The dynamic height is computed by dividing the NAVD 88
 GY2031.geopotential number by the normal gravity value computed on the
 GY2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2031.degrees latitude (g = 980.6199 gals.).
 GY2031
 GY2031.The modeled gravity was interpolated from observed gravity values.
 GY2031
 GY2031;                    North         East    Units  Estimated Accuracy
 GY2031;SPC KY1Z     - 1,091,190.    1,704,690.      MT  (+/- 180 meters Scaled)
 GY2031
 GY2031                          SUPERSEDED SURVEY CONTROL
 GY2031
 GY2031  NGVD 29 (??/??/92)  310.049  (m)         1017.22   (f) ADJ UNCH    2 0
 GY2031
 GY2031.Superseded values are not recommended for survey control.
 GY2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2031.See file dsdata.txt to determine how the superseded data were derived.
 GY2031
 GY2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB827123(NAD 83)
 GY2031_MARKER: DB = BENCH MARK DISK
 GY2031_SETTING: 66 = SET IN ROCK OUTCROP
 GY2031_SP_SET: ROCK
 GY2031_STAMPING: C 53 1935 1017.219
 GY2031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2031+STABILITY: POSITION/ELEVATION WELL
 GY2031
 GY2031  HISTORY     - Date     Condition        Report By
 GY2031  HISTORY     - 1935     MONUMENTED       CGS
 GY2031  HISTORY     - 1957     GOOD             NGS
 GY2031  HISTORY     - 1961     MARK NOT FOUND   USGS
 GY2031  HISTORY     - 19960610 MARK NOT FOUND   KYDT
 GY2031  HISTORY     - 19960626 MARK NOT FOUND   KYDT
 GY2031
 GY2031                          STATION DESCRIPTION
 GY2031
 GY2031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2031'5.6 MI SW FROM HYDEN.
 GY2031'5.6 MILES SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE COURT
 GY2031'HOUSE AT HYDEN, 0.25 MILE WEST OF A SAW MILL A STORE AND
 GY2031'CONCRETE-BLOCK GARAGE, 72 YARDS WEST OF A CULVERT, 145 FEET
 GY2031'WEST OF A SMALL WHITE HOUSE THE LAST HOUSE AT WEST END OF ROW
 GY2031'OF HOUSES, 96 FEET WEST OF A POWER POLE NO. 410-27 WITH
 GY2031'TRANSFORMER, 45.5 FEET SOUTH OF CENTER LINE OF HIGHWAY, SET IN
 GY2031'THE TOP OF ROCK EXPOSED 4 BY 8 FEET AND 1 FOOT HIGH, 40.2 FEET
 GY2031'WEST OF FOREST SERVICE SIGN, 36 FEET EAST OF FENCE CORNER, 12
 GY2031'FEET NORTH OF NORTH END OF RIDGE SHAPED ROCK OUTCROP, 6.4 FEET
 GY2031'WEST OF TELEPHONE POLE, 1 FOOT SOUTH OF FENCE LINE AND ABOUT 4
 GY2031'FEET BELOW LEVEL OF HIGHWAY.
 GY2031
 GY2031                          STATION RECOVERY (1961)
 GY2031
 GY2031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GY2031'MARK NOT FOUND.
 GY2031
 GY2031                          STATION RECOVERY (1996)
 GY2031
 GY2031'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2031'THIS AREA NOW FRONT YARD OF MOBILE HOME, NO SIGN OF ROCK OUTCROP.
 GY2031
 GY2031                          STATION RECOVERY (1996)
 GY2031
 GY2031'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2031'LOCATION NOW FRONT YARD OF MOBILE HOME AT GRAVEL DRIVE, NO SIGN OF
 GY2031'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0063 ***********************************************************************
 GD0063  DESIGNATION -  C 53 TVA
 GD0063  PID         -  GD0063
 GD0063  STATE/COUNTY-  KY/TRIGG
 GD0063  USGS QUAD   -  FENTON (1986)
 GD0063
 GD0063                         *CURRENT SURVEY CONTROL
 GD0063  ___________________________________________________________________
 GD0063* NAD 83(1986)-  36 47 58.     (N)    088 04 29.     (W)     SCALED    
 GD0063* NAVD 88     -       170.064  (meters)     557.95   (feet)  ADJUSTED  
 GD0063  ___________________________________________________________________
 GD0063  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0063  DYNAMIC HT  -         169.930 (meters)     557.51  (feet)  COMP
 GD0063  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GD0063
 GD0063  VERT ORDER  -  FIRST     CLASS II
 GD0063
 GD0063.The horizontal coordinates were scaled from a topographic map and have
 GD0063.an estimated accuracy of +/- 6 seconds.
 GD0063
 GD0063.The orthometric height was determined by differential leveling
 GD0063.and adjusted by the National Geodetic Survey in June 1991..
 GD0063
 GD0063.The geoid height was determined by GEOID03.
 GD0063
 GD0063.The dynamic height is computed by dividing the NAVD 88
 GD0063.geopotential number by the normal gravity value computed on the
 GD0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0063.degrees latitude (g = 980.6199 gals.).
 GD0063
 GD0063.The modeled gravity was interpolated from observed gravity values.
 GD0063
 GD0063;                    North         East    Units  Estimated Accuracy
 GD0063;SPC KY1Z     - 1,054,320.    1,292,540.      MT  (+/- 180 meters Scaled)
 GD0063
 GD0063                          SUPERSEDED SURVEY CONTROL
 GD0063
 GD0063  NGVD 29 (??/??/??)  170.128  (m)          558.16   (f) ADJUSTED    1 2
 GD0063
 GD0063.Superseded values are not recommended for survey control.
 GD0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0063.See file dsdata.txt to determine how the superseded data were derived.
 GD0063
 GD0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF041731(NAD 83)
 GD0063_MARKER: Z = SEE DESCRIPTION
 GD0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0063_STAMPING: C53 S50 20E
 GD0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0063+STABILITY: SURFACE MOTION
 GD0063
 GD0063  HISTORY     - Date     Condition        Report By
 GD0063  HISTORY     - UNK      MONUMENTED       TVA
 GD0063  HISTORY     - 1946     GOOD             CGS
 GD0063
 GD0063                          STATION DESCRIPTION
 GD0063
 GD0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0063'4.6 MI NW FROM GOLDEN POND.
 GD0063'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0063'AT GOLDEN POND, THENCE ABOUT 1.95 MILES NORTH ALONG THE DIVIDING
 GD0063'RIDGE ROAD, ABOUT 75 YARDS SOUTHEAST OF THE TOP OF A GRADE AND
 GD0063'A DIM CROSS ROAD, 77 FEET SOUTHEAST OF THE JUNCTION OF A DIM
 GD0063'ROAD CONNECTING THE TWO ROADS, 35 FEET NORTHEAST OF THE CENTER
 GD0063'LINE OF THE ROAD, 4.5 FEET SOUTHWEST OF A BLAZED 18 INCH OAK
 GD0063'TREE, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GD0063'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2730 ***********************************************************************
 GA2730  DESIGNATION -  C 54
 GA2730  PID         -  GA2730
 GA2730  STATE/COUNTY-  KY/KNOX
 GA2730  USGS QUAD   -  ARTEMUS (1974)
 GA2730
 GA2730                         *CURRENT SURVEY CONTROL
 GA2730  ___________________________________________________________________
 GA2730* NAD 83(1986)-  36 49 55.     (N)    083 47 32.     (W)     SCALED    
 GA2730* NAVD 88     -       313.639  (meters)    1029.00   (feet)  ADJUSTED  
 GA2730  ___________________________________________________________________
 GA2730  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GA2730  DYNAMIC HT  -         313.379 (meters)    1028.14  (feet)  COMP
 GA2730  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 GA2730
 GA2730  VERT ORDER  -  SECOND    CLASS 0
 GA2730
 GA2730.The horizontal coordinates were scaled from a topographic map and have
 GA2730.an estimated accuracy of +/- 6 seconds.
 GA2730
 GA2730.The orthometric height was determined by differential leveling
 GA2730.and adjusted by the National Geodetic Survey in June 1991..
 GA2730
 GA2730.The geoid height was determined by GEOID03.
 GA2730
 GA2730.The dynamic height is computed by dividing the NAVD 88
 GA2730.geopotential number by the normal gravity value computed on the
 GA2730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2730.degrees latitude (g = 980.6199 gals.).
 GA2730
 GA2730.The modeled gravity was interpolated from observed gravity values.
 GA2730
 GA2730;                    North         East    Units  Estimated Accuracy
 GA2730;SPC KY1Z     - 1,057,170.    1,674,650.      MT  (+/- 180 meters Scaled)
 GA2730
 GA2730                          SUPERSEDED SURVEY CONTROL
 GA2730
 GA2730  NGVD 29 (??/??/92)  313.793  (m)         1029.50   (f) ADJ UNCH    2 0
 GA2730
 GA2730.Superseded values are not recommended for survey control.
 GA2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2730.See file dsdata.txt to determine how the superseded data were derived.
 GA2730
 GA2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA509798(NAD 83)
 GA2730_MARKER: DB = BENCH MARK DISK
 GA2730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2730_SP_SET: UNDERPASS
 GA2730_STAMPING: C 54 1935 1029.503
 GA2730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2730
 GA2730  HISTORY     - Date     Condition        Report By
 GA2730  HISTORY     - 1935     MONUMENTED       CGS
 GA2730  HISTORY     - 1957     POOR             NGS
 GA2730  HISTORY     - 20020806 MARK NOT FOUND   KYDT
 GA2730
 GA2730                          STATION DESCRIPTION
 GA2730
 GA2730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2730'1.8 MI NW FROM FLAT LICK.
 GA2730'1.8 MILES NORTHWEST ALONG THE L. AND N. RR. FROM THE STATION
 GA2730'SIGN AT FLAT LICK, 2.9 MILES SOUTHEAST OF THE STATION AT ARTEMUS,
 GA2730'0.35 MILE SOUTHEAST OF THE ROAD CROSSING AT HIMYAR, AT AN UNDERPASS
 GA2730'FOR A DIRT ROAD, 15 RAILS WEST OF SIGNAL NO. 1941, 6.3 FEET NORTH
 GA2730'OF THE NORTH RAIL, IN LINE WITH THE EAST WALL OF UNDERPASS, ABOUT
 GA2730'2 FEET BELOW LEVEL OF TRACK.
 GA2730
 GA2730                          STATION RECOVERY (2002)
 GA2730
 GA2730'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2730'RR TIES HAVE BEEN PLACED ATOP THIS UNDERPASS TO PERMIT TRACKS BEING
 GA2730'RAISED. MARK, IF STILL HERE, WOULD BE INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0064 ***********************************************************************
 GD0064  DESIGNATION -  C 54 TVA
 GD0064  PID         -  GD0064
 GD0064  STATE/COUNTY-  KY/TRIGG
 GD0064  USGS QUAD   -  FENTON (1986)
 GD0064
 GD0064                         *CURRENT SURVEY CONTROL
 GD0064  ___________________________________________________________________
 GD0064* NAD 83(1986)-  36 47 57.     (N)    088 04 28.     (W)     SCALED    
 GD0064* NAVD 88     -       152.289  (meters)     499.63   (feet)  ADJUSTED  
 GD0064  ___________________________________________________________________
 GD0064  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0064  DYNAMIC HT  -         152.168 (meters)     499.24  (feet)  COMP
 GD0064  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GD0064
 GD0064  VERT ORDER  -  FIRST     CLASS II
 GD0064
 GD0064.The horizontal coordinates were scaled from a topographic map and have
 GD0064.an estimated accuracy of +/- 6 seconds.
 GD0064
 GD0064.The orthometric height was determined by differential leveling
 GD0064.and adjusted by the National Geodetic Survey in June 1991..
 GD0064
 GD0064.The geoid height was determined by GEOID03.
 GD0064
 GD0064.The dynamic height is computed by dividing the NAVD 88
 GD0064.geopotential number by the normal gravity value computed on the
 GD0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0064.degrees latitude (g = 980.6199 gals.).
 GD0064
 GD0064.The modeled gravity was interpolated from observed gravity values.
 GD0064
 GD0064;                    North         East    Units  Estimated Accuracy
 GD0064;SPC KY1Z     - 1,054,290.    1,292,560.      MT  (+/- 180 meters Scaled)
 GD0064
 GD0064                          SUPERSEDED SURVEY CONTROL
 GD0064
 GD0064  NGVD 29 (??/??/??)  152.352  (m)          499.84   (f) ADJUSTED    1 2
 GD0064
 GD0064.Superseded values are not recommended for survey control.
 GD0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0064.See file dsdata.txt to determine how the superseded data were derived.
 GD0064
 GD0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF041731(NAD 83)
 GD0064_MARKER: Z = SEE DESCRIPTION
 GD0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0064_STAMPING: USRA NX C54 N50 20W
 GD0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0064+STABILITY: SURFACE MOTION
 GD0064
 GD0064  HISTORY     - Date     Condition        Report By
 GD0064  HISTORY     - UNK      MONUMENTED       TVA
 GD0064  HISTORY     - 1946     GOOD             CGS
 GD0064
 GD0064                          STATION DESCRIPTION
 GD0064
 GD0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0064'4.5 MI NW FROM GOLDEN POND.
 GD0064'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0064'AT GOLDEN POND, THENCE ABOUT 1.9 MILE NORTH ALONG THE DIVIDING
 GD0064'RIDGE ROAD, ABOUT 0.1 MILE SOUTHEAST OF A DIM CROSS ROAD, 90
 GD0064'YARDS NORTH AND UPHILL FROM A PIPE CULVERT AT THE BOTTOM OF THE
 GD0064'GRADE, AT THE OUTSIDE OF A CURVE, 33.5 FEET EAST OF THE CENTER
 GD0064'LINE OF THE ROAD, 13 FEET SOUTHWEST OF A BLAZED 16 INCH OAK
 GD0064'TREE, 22 FEET EAST OF A WOODEN RAIL ALONG THE ROAD, ABOUT 3 FEET
 GD0064'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0064'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0065 ***********************************************************************
 GD0065  DESIGNATION -  C 55 TVA
 GD0065  PID         -  GD0065
 GD0065  STATE/COUNTY-  KY/TRIGG
 GD0065  USGS QUAD   -  FENTON (1986)
 GD0065
 GD0065                         *CURRENT SURVEY CONTROL
 GD0065  ___________________________________________________________________
 GD0065* NAD 83(1986)-  36 47 51.     (N)    088 04 09.     (W)     SCALED    
 GD0065* NAVD 88     -       171.576  (meters)     562.91   (feet)  ADJUSTED  
 GD0065  ___________________________________________________________________
 GD0065  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0065  DYNAMIC HT  -         171.441 (meters)     562.47  (feet)  COMP
 GD0065  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 GD0065
 GD0065  VERT ORDER  -  FIRST     CLASS II
 GD0065
 GD0065.The horizontal coordinates were scaled from a topographic map and have
 GD0065.an estimated accuracy of +/- 6 seconds.
 GD0065
 GD0065.The orthometric height was determined by differential leveling
 GD0065.and adjusted by the National Geodetic Survey in June 1991..
 GD0065
 GD0065.The geoid height was determined by GEOID03.
 GD0065
 GD0065.The dynamic height is computed by dividing the NAVD 88
 GD0065.geopotential number by the normal gravity value computed on the
 GD0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0065.degrees latitude (g = 980.6199 gals.).
 GD0065
 GD0065.The modeled gravity was interpolated from observed gravity values.
 GD0065
 GD0065;                    North         East    Units  Estimated Accuracy
 GD0065;SPC KY1Z     - 1,054,090.    1,293,030.      MT  (+/- 180 meters Scaled)
 GD0065
 GD0065                          SUPERSEDED SURVEY CONTROL
 GD0065
 GD0065  NGVD 29 (??/??/??)  171.640  (m)          563.12   (f) ADJUSTED    1 2
 GD0065
 GD0065.Superseded values are not recommended for survey control.
 GD0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0065.See file dsdata.txt to determine how the superseded data were derived.
 GD0065
 GD0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF046729(NAD 83)
 GD0065_MARKER: Z = SEE DESCRIPTION
 GD0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0065_STAMPING: C55 S08 12E
 GD0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0065+STABILITY: SURFACE MOTION
 GD0065
 GD0065  HISTORY     - Date     Condition        Report By
 GD0065  HISTORY     - UNK      MONUMENTED       TVA
 GD0065  HISTORY     - 1946     GOOD             CGS
 GD0065
 GD0065                          STATION DESCRIPTION
 GD0065
 GD0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0065'4 MI NW FROM GOLDEN POND.
 GD0065'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0065'AT GOLDEN POND, THENCE ABOUT 1.4 MILES NORTH ALONG THE DIVIDING
 GD0065'RIDGE ROAD, ABOUT 120 FEET NORTH OF THE Y JUNCTION OF A ROAD
 GD0065'LEADING NORTH AND A CURVE IN THE DIVIDING RIDGE ROAD WITH
 GD0065'TANGENTS LEADING SOUTH AND NORTHWEST, SET IN THE FORK OF THE
 GD0065'ROADS, 48 FEET NORTHEAST OF THE CENTER LINE OF THE DIVIDING
 GD0065'RIDGE ROAD, 37 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH,
 GD0065'11.5 FEET NORTHWEST OF A BLAZED 18 INCH OAK TREE, ABOUT LEVEL
 GD0065'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0065'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1336 ***********************************************************************
 GZ1336  DESIGNATION -  C 56
 GZ1336  PID         -  GZ1336
 GZ1336  STATE/COUNTY-  KY/MARION
 GZ1336  USGS QUAD   -  LEBANON WEST (1994)
 GZ1336
 GZ1336                         *CURRENT SURVEY CONTROL
 GZ1336  ___________________________________________________________________
 GZ1336* NAD 83(1986)-  37 30 44.     (N)    085 15 43.     (W)     SCALED    
 GZ1336* NAVD 88     -       192.684  (meters)     632.16   (feet)  ADJUSTED  
 GZ1336  ___________________________________________________________________
 GZ1336  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 GZ1336  DYNAMIC HT  -         192.533 (meters)     631.67  (feet)  COMP
 GZ1336  MODELED GRAV-     979,840.7   (mgal)                       NAVD 88
 GZ1336
 GZ1336  VERT ORDER  -  SECOND    CLASS 0
 GZ1336
 GZ1336.The horizontal coordinates were scaled from a topographic map and have
 GZ1336.an estimated accuracy of +/- 6 seconds.
 GZ1336
 GZ1336.The orthometric height was determined by differential leveling
 GZ1336.and adjusted by the National Geodetic Survey in June 1991..
 GZ1336
 GZ1336.The geoid height was determined by GEOID03.
 GZ1336
 GZ1336.The dynamic height is computed by dividing the NAVD 88
 GZ1336.geopotential number by the normal gravity value computed on the
 GZ1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1336.degrees latitude (g = 980.6199 gals.).
 GZ1336
 GZ1336.The modeled gravity was interpolated from observed gravity values.
 GZ1336
 GZ1336;                    North         East    Units  Estimated Accuracy
 GZ1336;SPC KY1Z     - 1,130,950.    1,543,150.      MT  (+/- 180 meters Scaled)
 GZ1336
 GZ1336                          SUPERSEDED SURVEY CONTROL
 GZ1336
 GZ1336  NGVD 29 (??/??/92)  192.837  (m)          632.67   (f) ADJ UNCH    2 0
 GZ1336
 GZ1336.Superseded values are not recommended for survey control.
 GZ1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1336.See file dsdata.txt to determine how the superseded data were derived.
 GZ1336
 GZ1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG536531(NAD 83)
 GZ1336_MARKER: DB = BENCH MARK DISK
 GZ1336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1336_SP_SET: BRIDGE ABUTMENT
 GZ1336_STAMPING: C 56 1935
 GZ1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1336
 GZ1336  HISTORY     - Date     Condition        Report By
 GZ1336  HISTORY     - 1935     MONUMENTED       CGS
 GZ1336
 GZ1336                          STATION DESCRIPTION
 GZ1336
 GZ1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ1336'0.2 MI S FROM CALVARY.
 GZ1336'0.2 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GZ1336'THE STATION AT CALVARY, MARION COUNTY, AT A BRIDGE OVER GREEN
 GZ1336'RIVER, IN THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT, 2 FEET
 GZ1336'NORTHWEST OF THE SOUTHEAST FACE, 1 FOOT SOUTHWEST OF THE
 GZ1336'NORTHEAST FACE, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.  A
 GZ1336'STANDARD DISK, STAMPED C 56 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0066 ***********************************************************************
 GD0066  DESIGNATION -  C 56 TVA
 GD0066  PID         -  GD0066
 GD0066  STATE/COUNTY-  KY/TRIGG
 GD0066  USGS QUAD   -  FENTON (1986)
 GD0066
 GD0066                         *CURRENT SURVEY CONTROL
 GD0066  ___________________________________________________________________
 GD0066* NAD 83(1986)-  36 47 51.     (N)    088 04 05.     (W)     SCALED    
 GD0066* NAVD 88     -       169.563  (meters)     556.31   (feet)  ADJUSTED  
 GD0066  ___________________________________________________________________
 GD0066  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0066  DYNAMIC HT  -         169.429 (meters)     555.87  (feet)  COMP
 GD0066  MODELED GRAV-     979,838.7   (mgal)                       NAVD 88
 GD0066
 GD0066  VERT ORDER  -  FIRST     CLASS II
 GD0066
 GD0066.The horizontal coordinates were scaled from a topographic map and have
 GD0066.an estimated accuracy of +/- 6 seconds.
 GD0066
 GD0066.The orthometric height was determined by differential leveling
 GD0066.and adjusted by the National Geodetic Survey in June 1991..
 GD0066
 GD0066.The geoid height was determined by GEOID03.
 GD0066
 GD0066.The dynamic height is computed by dividing the NAVD 88
 GD0066.geopotential number by the normal gravity value computed on the
 GD0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0066.degrees latitude (g = 980.6199 gals.).
 GD0066
 GD0066.The modeled gravity was interpolated from observed gravity values.
 GD0066
 GD0066;                    North         East    Units  Estimated Accuracy
 GD0066;SPC KY1Z     - 1,054,090.    1,293,130.      MT  (+/- 180 meters Scaled)
 GD0066
 GD0066                          SUPERSEDED SURVEY CONTROL
 GD0066
 GD0066  NGVD 29 (??/??/??)  169.626  (m)          556.51   (f) ADJUSTED    1 2
 GD0066
 GD0066.Superseded values are not recommended for survey control.
 GD0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0066.See file dsdata.txt to determine how the superseded data were derived.
 GD0066
 GD0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF047729(NAD 83)
 GD0066_MARKER: Z = SEE DESCRIPTION
 GD0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0066_STAMPING: C56 N08 12W
 GD0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0066+STABILITY: SURFACE MOTION
 GD0066
 GD0066  HISTORY     - Date     Condition        Report By
 GD0066  HISTORY     - UNK      MONUMENTED       TVA
 GD0066  HISTORY     - 1946     GOOD             CGS
 GD0066
 GD0066                          STATION DESCRIPTION
 GD0066
 GD0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0066'4 MI NW FROM GOLDEN POND.
 GD0066'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0066'AT GOLDEN POND, THENCE ABOUT 1.35 MILES NORTH ALONG THE DIVIDING
 GD0066'RIDGE ROAD, AT THE OUTSIDE OF A SHARP CURVE, ABOUT 110 YARDS
 GD0066'SOUTH OF A FORK IN THE ROAD 28 FEET EAST OF THE CENTER LINE OF
 GD0066'THE ROAD, 16.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 GD0066'HOUSE, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 GD0066'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1369 ***********************************************************************
 GZ1369  DESIGNATION -  C 57
 GZ1369  PID         -  GZ1369
 GZ1369  STATE/COUNTY-  KY/SPENCER
 GZ1369  USGS QUAD   -  BLOOMFIELD (1987)
 GZ1369
 GZ1369                         *CURRENT SURVEY CONTROL
 GZ1369  ___________________________________________________________________
 GZ1369* NAD 83(1986)-  37 59 35.     (N)    085 18 44.     (W)     SCALED    
 GZ1369* NAVD 88     -       215.165  (meters)     705.92   (feet)  ADJUSTED  
 GZ1369  ___________________________________________________________________
 GZ1369  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 GZ1369  DYNAMIC HT  -         215.005 (meters)     705.40  (feet)  COMP
 GZ1369  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 GZ1369
 GZ1369  VERT ORDER  -  SECOND    CLASS 0
 GZ1369
 GZ1369.The horizontal coordinates were scaled from a topographic map and have
 GZ1369.an estimated accuracy of +/- 6 seconds.
 GZ1369
 GZ1369.The orthometric height was determined by differential leveling
 GZ1369.and adjusted by the National Geodetic Survey in June 1991..
 GZ1369
 GZ1369.The geoid height was determined by GEOID03.
 GZ1369
 GZ1369.The dynamic height is computed by dividing the NAVD 88
 GZ1369.geopotential number by the normal gravity value computed on the
 GZ1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1369.degrees latitude (g = 980.6199 gals.).
 GZ1369
 GZ1369.The modeled gravity was interpolated from observed gravity values.
 GZ1369
 GZ1369;                    North         East    Units  Estimated Accuracy
 GZ1369;SPC KY1Z     - 1,184,290.    1,538,450.      MT  (+/- 180 meters Scaled)
 GZ1369
 GZ1369                          SUPERSEDED SURVEY CONTROL
 GZ1369
 GZ1369  NGVD 29 (??/??/92)  215.328  (m)          706.46   (f) ADJ UNCH    2 0
 GZ1369
 GZ1369.Superseded values are not recommended for survey control.
 GZ1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1369.See file dsdata.txt to determine how the superseded data were derived.
 GZ1369
 GZ1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH482063(NAD 83)
 GZ1369_MARKER: DB = BENCH MARK DISK
 GZ1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1369_STAMPING: C 57 1935
 GZ1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1369+STABILITY: SURFACE MOTION
 GZ1369
 GZ1369  HISTORY     - Date     Condition        Report By
 GZ1369  HISTORY     - 1935     MONUMENTED       CGS
 GZ1369  HISTORY     - 1950     MARK NOT FOUND   USGS
 GZ1369
 GZ1369                          STATION DESCRIPTION
 GZ1369
 GZ1369'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GZ1369'1.7 MI N FROM WAKEFIELD.
 GZ1369'1.7 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GZ1369'THE STATION AT WAKEFIELD, SPENCER COUNTY, AT THE FLAG STOP AT
 GZ1369'OBERLIES, 93 YARDS SOUTHWEST OF A MILK PLATFORM, 126 FEET
 GZ1369'NORTHWEST OF THE CENTER OF A DIRT-ROAD CROSSING, 36 FEET WEST
 GZ1369'OF THE CENTERLINE OF THE ROAD, 14.7 FEET WEST OF THE WEST RAIL,
 GZ1369'AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 GZ1369'C 57 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0067 ***********************************************************************
 GD0067  DESIGNATION -  C 58 TVA
 GD0067  PID         -  GD0067
 GD0067  STATE/COUNTY-  KY/TRIGG
 GD0067  USGS QUAD   -  FENTON (1986)
 GD0067
 GD0067                         *CURRENT SURVEY CONTROL
 GD0067  ___________________________________________________________________
 GD0067* NAD 83(1986)-  36 47 26.     (N)    088 03 59.     (W)     SCALED    
 GD0067* NAVD 88     -       182.286  (meters)     598.05   (feet)  ADJUSTED  
 GD0067  ___________________________________________________________________
 GD0067  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0067  DYNAMIC HT  -         182.142 (meters)     597.58  (feet)  COMP
 GD0067  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GD0067
 GD0067  VERT ORDER  -  FIRST     CLASS II
 GD0067
 GD0067.The horizontal coordinates were scaled from a topographic map and have
 GD0067.an estimated accuracy of +/- 6 seconds.
 GD0067
 GD0067.The orthometric height was determined by differential leveling
 GD0067.and adjusted by the National Geodetic Survey in June 1991..
 GD0067
 GD0067.The geoid height was determined by GEOID03.
 GD0067
 GD0067.The dynamic height is computed by dividing the NAVD 88
 GD0067.geopotential number by the normal gravity value computed on the
 GD0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0067.degrees latitude (g = 980.6199 gals.).
 GD0067
 GD0067.The modeled gravity was interpolated from observed gravity values.
 GD0067
 GD0067;                    North         East    Units  Estimated Accuracy
 GD0067;SPC KY1Z     - 1,053,310.    1,293,250.      MT  (+/- 180 meters Scaled)
 GD0067
 GD0067                          SUPERSEDED SURVEY CONTROL
 GD0067
 GD0067  NGVD 29 (??/??/??)  182.350  (m)          598.26   (f) ADJUSTED    1 2
 GD0067
 GD0067.Superseded values are not recommended for survey control.
 GD0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0067.See file dsdata.txt to determine how the superseded data were derived.
 GD0067
 GD0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF048721(NAD 83)
 GD0067_MARKER: Z = SEE DESCRIPTION
 GD0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0067_STAMPING: C58 N18 19W
 GD0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0067+STABILITY: SURFACE MOTION
 GD0067
 GD0067  HISTORY     - Date     Condition        Report By
 GD0067  HISTORY     - UNK      MONUMENTED       TVA
 GD0067  HISTORY     - 1946     GOOD             CGS
 GD0067
 GD0067                          STATION DESCRIPTION
 GD0067
 GD0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0067'3.4 MI NW FROM GOLDEN POND.
 GD0067'ABOUT 2.6 WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0067'AT GOLDEN POND, THENCE ABOUT 0.8 MILE NORTH ALONG THE DIVIDING
 GD0067'RIDGE ROAD, AT THE APPROXIMATE TOP OF A GRADE, 28 FEET EAST OF
 GD0067'THE CENTER LINE OF THE ROAD, 7 FEET EAST OF A WIRE FENCE, AND IN
 GD0067'A PLOWED FIELD, ABOUT 1.5 FEET ABOVE THE ROAD AND SET IN THE
 GD0067'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2359 ***********************************************************************
 GZ2359  DESIGNATION -  C 59
 GZ2359  PID         -  GZ2359
 GZ2359  STATE/COUNTY-  KY/HARDIN
 GZ2359  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2359
 GZ2359                         *CURRENT SURVEY CONTROL
 GZ2359  ___________________________________________________________________
 GZ2359* NAD 83(1986)-  37 42 53.     (N)    085 50 05.     (W)     SCALED    
 GZ2359* NAVD 88     -       229.779  (meters)     753.87   (feet)  ADJUSTED  
 GZ2359  ___________________________________________________________________
 GZ2359  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 GZ2359  DYNAMIC HT  -         229.607 (meters)     753.30  (feet)  COMP
 GZ2359  MODELED GRAV-     979,876.7   (mgal)                       NAVD 88
 GZ2359
 GZ2359  VERT ORDER  -  FIRST     CLASS II
 GZ2359
 GZ2359.The horizontal coordinates were scaled from a topographic map and have
 GZ2359.an estimated accuracy of +/- 6 seconds.
 GZ2359
 GZ2359.The orthometric height was determined by differential leveling
 GZ2359.and adjusted by the National Geodetic Survey in June 1991..
 GZ2359
 GZ2359.The geoid height was determined by GEOID03.
 GZ2359
 GZ2359.The dynamic height is computed by dividing the NAVD 88
 GZ2359.geopotential number by the normal gravity value computed on the
 GZ2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2359.degrees latitude (g = 980.6199 gals.).
 GZ2359
 GZ2359.The modeled gravity was interpolated from observed gravity values.
 GZ2359
 GZ2359;                    North         East    Units  Estimated Accuracy
 GZ2359;SPC KY1Z     - 1,153,310.    1,492,530.      MT  (+/- 180 meters Scaled)
 GZ2359
 GZ2359                          SUPERSEDED SURVEY CONTROL
 GZ2359
 GZ2359  NGVD 29 (??/??/92)  229.898  (m)          754.26   (f) ADJ UNCH    1 2
 GZ2359
 GZ2359.Superseded values are not recommended for survey control.
 GZ2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2359.See file dsdata.txt to determine how the superseded data were derived.
 GZ2359
 GZ2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG027748(NAD 83)
 GZ2359_MARKER: DB = BENCH MARK DISK
 GZ2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2359_STAMPING: C 59 1935
 GZ2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2359+STABILITY: SURFACE MOTION
 GZ2359
 GZ2359  HISTORY     - Date     Condition        Report By
 GZ2359  HISTORY     - 1935     MONUMENTED       CGS
 GZ2359  HISTORY     - 1953     GOOD             NGS
 GZ2359  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GZ2359
 GZ2359                          STATION DESCRIPTION
 GZ2359
 GZ2359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GZ2359'2 MI NE FROM ELIZABETHTOWN.
 GZ2359'2.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ2359'FROM THE STATION AT ELIZABETHTOWN, HARDIN COUNTY, 0.3 MILE
 GZ2359'NORTHEAST OF THE U.S. HIGHWAY 62 OVERPASS, 40 YARDS SOUTHEAST
 GZ2359'OF THE SOUTHEAST CORNER OF A WHITE HOUSE, 26.7 FEET WEST OF
 GZ2359'THE WEST RAIL, 19.1 FEET SOUTH OF AN EAST-AND-WEST FENCE LINE,
 GZ2359'2.4 FEET EAST OF A NORTH-AND-SOUTH FENCE LINE, AND ABOUT 1 FOOT
 GZ2359'ABOVE THE LEVEL OF THE TRACK.
 GZ2359
 GZ2359                          STATION RECOVERY (1988)
 GZ2359
 GZ2359'RECOVERY NOTE BY US POWER SQUADRON 1988 (DJP)
 GZ2359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0068 ***********************************************************************
 GD0068  DESIGNATION -  C 59 TVA
 GD0068  PID         -  GD0068
 GD0068  STATE/COUNTY-  KY/TRIGG
 GD0068  USGS QUAD   -  FENTON (1986)
 GD0068
 GD0068                         *CURRENT SURVEY CONTROL
 GD0068  ___________________________________________________________________
 GD0068* NAD 83(1986)-  36 47 04.     (N)    088 04 03.     (W)     SCALED    
 GD0068* NAVD 88     -       192.885  (meters)     632.82   (feet)  ADJUSTED  
 GD0068  ___________________________________________________________________
 GD0068  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0068  DYNAMIC HT  -         192.733 (meters)     632.32  (feet)  COMP
 GD0068  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 GD0068
 GD0068  VERT ORDER  -  FIRST     CLASS II
 GD0068
 GD0068.The horizontal coordinates were scaled from a topographic map and have
 GD0068.an estimated accuracy of +/- 6 seconds.
 GD0068
 GD0068.The orthometric height was determined by differential leveling
 GD0068.and adjusted by the National Geodetic Survey in June 1991..
 GD0068
 GD0068.The geoid height was determined by GEOID03.
 GD0068
 GD0068.The dynamic height is computed by dividing the NAVD 88
 GD0068.geopotential number by the normal gravity value computed on the
 GD0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0068.degrees latitude (g = 980.6199 gals.).
 GD0068
 GD0068.The modeled gravity was interpolated from observed gravity values.
 GD0068
 GD0068;                    North         East    Units  Estimated Accuracy
 GD0068;SPC KY1Z     - 1,052,640.    1,293,140.      MT  (+/- 180 meters Scaled)
 GD0068
 GD0068                          SUPERSEDED SURVEY CONTROL
 GD0068
 GD0068  NGVD 29 (??/??/??)  192.949  (m)          633.03   (f) ADJUSTED    1 2
 GD0068
 GD0068.Superseded values are not recommended for survey control.
 GD0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0068.See file dsdata.txt to determine how the superseded data were derived.
 GD0068
 GD0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF047714(NAD 83)
 GD0068_MARKER: Z = SEE DESCRIPTION
 GD0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0068_STAMPING: C59 S05.34W
 GD0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0068+STABILITY: SURFACE MOTION
 GD0068
 GD0068  HISTORY     - Date     Condition        Report By
 GD0068  HISTORY     - UNK      MONUMENTED       TVA
 GD0068  HISTORY     - 1946     GOOD             CGS
 GD0068  HISTORY     - 1948     GOOD             CGS
 GD0068
 GD0068                          STATION DESCRIPTION
 GD0068
 GD0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0068'3 MI NW FROM GOLDEN POND.
 GD0068'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0068'AT GOLDEN POND, THENCE ABOUT 0.4 MILE NORTH ALONG THE DIVIDING
 GD0068'RIDGE ROAD, AT THE TOP OF A GRADE, 27 FEET EAST OF THE CENTER
 GD0068'LINE OF THE ROAD, 15 FEET NORTHEAST OF A BLAZED 7 INCH OAK TREE,
 GD0068'ABOUT 2.5 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GD0068'POST PROJECTING 5 INCHES.  SET ONE FOOT SOUTH OF A WHITE WOODEN
 GD0068'WITNESS POST.
 GD0068
 GD0068                          STATION RECOVERY (1948)
 GD0068
 GD0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 GD0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0021 ***********************************************************************
 GD0021  DESIGNATION -  C 6 TVA
 GD0021  PID         -  GD0021
 GD0021  STATE/COUNTY-  KY/LYON
 GD0021  USGS QUAD   -  MONT (1986)
 GD0021
 GD0021                         *CURRENT SURVEY CONTROL
 GD0021  ___________________________________________________________________
 GD0021* NAD 83(1986)-  36 56 20.     (N)    088 06 13.     (W)     SCALED    
 GD0021* NAVD 88     -       171.080  (meters)     561.28   (feet)  ADJUSTED  
 GD0021  ___________________________________________________________________
 GD0021  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0021  DYNAMIC HT  -         170.948 (meters)     560.85  (feet)  COMP
 GD0021  MODELED GRAV-     979,855.5   (mgal)                       NAVD 88
 GD0021
 GD0021  VERT ORDER  -  FIRST     CLASS II
 GD0021
 GD0021.The horizontal coordinates were scaled from a topographic map and have
 GD0021.an estimated accuracy of +/- 6 seconds.
 GD0021
 GD0021.The orthometric height was determined by differential leveling
 GD0021.and adjusted by the National Geodetic Survey in June 1991..
 GD0021
 GD0021.The geoid height was determined by GEOID03.
 GD0021
 GD0021.The dynamic height is computed by dividing the NAVD 88
 GD0021.geopotential number by the normal gravity value computed on the
 GD0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0021.degrees latitude (g = 980.6199 gals.).
 GD0021
 GD0021.The modeled gravity was interpolated from observed gravity values.
 GD0021
 GD0021;                    North         East    Units  Estimated Accuracy
 GD0021;SPC KY1Z     - 1,069,850.    1,290,350.      MT  (+/- 180 meters Scaled)
 GD0021
 GD0021                          SUPERSEDED SURVEY CONTROL
 GD0021
 GD0021  NGVD 29 (??/??/??)  171.150  (m)          561.51   (f) ADJUSTED    1 2
 GD0021
 GD0021.Superseded values are not recommended for survey control.
 GD0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0021.See file dsdata.txt to determine how the superseded data were derived.
 GD0021
 GD0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF017886(NAD 83)
 GD0021_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0021_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0021_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0021_STAMPING: C 6 N 55.18 E
 GD0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0021+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 GD0021
 GD0021  HISTORY     - Date     Condition        Report By
 GD0021  HISTORY     - UNK      MONUMENTED       TVA
 GD0021  HISTORY     - 1947     GOOD             CGS
 GD0021  HISTORY     - 20030806 GOOD             KYDT
 GD0021
 GD0021                          STATION DESCRIPTION
 GD0021
 GD0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0021'10.2 MI SE FROM GRAND RIVERS.
 GD0021'ABOUT 4.45 MILES SOUTHEAST ALONG THE STAR LIME WORKS ROAD FROM
 GD0021'THE POST OFFICE AT GRAND RIVERS, THENCE 5.7 MILES SOUTHEAST ALONG
 GD0021'THE DIVIDING RIDGE ROAD, 1.3 MILES SOUTHEAST OF THE CROSSING OF
 GD0021'STATE HIGHWAY 58, ABOUT 0.75 MILE NORTHEAST OF A FORKS IN THE
 GD0021'ROAD, 25 FEET WEST OF THE CENTER OF THE ROAD.  A CAP ON AN IRON
 GD0021'PIPE SET IN CONCRETE AND PROJECTING 4-INCHES.
 GD0021
 GD0021                          STATION RECOVERY (2003)
 GD0021
 GD0021'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GD0021'MARK IS 0.5 FOOT EAST OF A TVA METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1429 ***********************************************************************
 HZ1429  DESIGNATION -  C 60
 HZ1429  PID         -  HZ1429
 HZ1429  STATE/COUNTY-  KY/JEFFERSON
 HZ1429  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1429
 HZ1429                         *CURRENT SURVEY CONTROL
 HZ1429  ___________________________________________________________________
 HZ1429* NAD 83(1986)-  38 12 26.     (N)    085 45 43.     (W)     SCALED    
 HZ1429* NAVD 88     -       139.664  (meters)     458.21   (feet)  ADJUSTED  
 HZ1429  ___________________________________________________________________
 HZ1429  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HZ1429  DYNAMIC HT  -         139.569 (meters)     457.90  (feet)  COMP
 HZ1429  MODELED GRAV-     979,950.7   (mgal)                       NAVD 88
 HZ1429
 HZ1429  VERT ORDER  -  SECOND    CLASS 0
 HZ1429
 HZ1429.The horizontal coordinates were scaled from a topographic map and have
 HZ1429.an estimated accuracy of +/- 6 seconds.
 HZ1429
 HZ1429.The orthometric height was determined by differential leveling
 HZ1429.and adjusted by the National Geodetic Survey in June 1991..
 HZ1429
 HZ1429.The geoid height was determined by GEOID03.
 HZ1429
 HZ1429.The dynamic height is computed by dividing the NAVD 88
 HZ1429.geopotential number by the normal gravity value computed on the
 HZ1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1429.degrees latitude (g = 980.6199 gals.).
 HZ1429
 HZ1429.The modeled gravity was interpolated from observed gravity values.
 HZ1429
 HZ1429;                    North         East    Units  Estimated Accuracy
 HZ1429;SPC KY1Z     - 1,207,970.    1,498,950.      MT  (+/- 180 meters Scaled)
 HZ1429
 HZ1429                          SUPERSEDED SURVEY CONTROL
 HZ1429
 HZ1429  NGVD 29 (??/??/92)  139.82   (m)          458.7    (f) COMPUTED    2 0
 HZ1429
 HZ1429.Superseded values are not recommended for survey control.
 HZ1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1429.See file dsdata.txt to determine how the superseded data were derived.
 HZ1429
 HZ1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH083295(NAD 83)
 HZ1429_MARKER: DB = BENCH MARK DISK
 HZ1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1429_STAMPING: C 60 1935
 HZ1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1429+STABILITY: SURFACE MOTION
 HZ1429
 HZ1429  HISTORY     - Date     Condition        Report By
 HZ1429  HISTORY     - 1935     MONUMENTED       CGS
 HZ1429  HISTORY     - 1941     GOOD             NGS
 HZ1429  HISTORY     - 1960     MARK NOT FOUND   NGS
 HZ1429
 HZ1429                          STATION DESCRIPTION
 HZ1429
 HZ1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HZ1429'0.5 MI N FROM SOUTH LOUISVILLE.
 HZ1429'0.5 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ1429'FROM THE STATION AT SOUTH LOUISVILLE, JEFFERSON COUNTY, AT THE
 HZ1429'CROSSING OF WEST N STREET, 64.9 FEET SOUTH OF THE CENTERLINE
 HZ1429'OF WEST N STREET, 15.3 FEET WEST OF THE WEST RAIL OF THE MAIN
 HZ1429'TRACK, IN THE ANGLE FORMED BY THE MAIN TRACK AND A SIDING,
 HZ1429'3.4 FEET SOUTH OF A POLE, AND ABOUT 1-1/2 FEET LOWER THAN THE
 HZ1429'TRACK.  A STANDARD DISK, STAMPED C 60 1935 AND SET IN THE TOP
 HZ1429'OF A CONCRETE POST.
 HZ1429
 HZ1429                          STATION RECOVERY (1960)
 HZ1429
 HZ1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HZ1429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0069 ***********************************************************************
 GD0069  DESIGNATION -  C 60 TVA
 GD0069  PID         -  GD0069
 GD0069  STATE/COUNTY-  KY/TRIGG
 GD0069  USGS QUAD   -  FENTON (1986)
 GD0069
 GD0069                         *CURRENT SURVEY CONTROL
 GD0069  ___________________________________________________________________
 GD0069* NAD 83(1986)-  36 47 03.     (N)    088 04 05.     (W)     SCALED    
 GD0069* NAVD 88     -       191.918  (meters)     629.65   (feet)  ADJUSTED  
 GD0069  ___________________________________________________________________
 GD0069  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0069  DYNAMIC HT  -         191.767 (meters)     629.16  (feet)  COMP
 GD0069  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 GD0069
 GD0069  VERT ORDER  -  FIRST     CLASS II
 GD0069
 GD0069.The horizontal coordinates were scaled from a topographic map and have
 GD0069.an estimated accuracy of +/- 6 seconds.
 GD0069
 GD0069.The orthometric height was determined by differential leveling
 GD0069.and adjusted by the National Geodetic Survey in June 1991..
 GD0069
 GD0069.The geoid height was determined by GEOID03.
 GD0069
 GD0069.The dynamic height is computed by dividing the NAVD 88
 GD0069.geopotential number by the normal gravity value computed on the
 GD0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0069.degrees latitude (g = 980.6199 gals.).
 GD0069
 GD0069.The modeled gravity was interpolated from observed gravity values.
 GD0069
 GD0069;                    North         East    Units  Estimated Accuracy
 GD0069;SPC KY1Z     - 1,052,610.    1,293,090.      MT  (+/- 180 meters Scaled)
 GD0069
 GD0069                          SUPERSEDED SURVEY CONTROL
 GD0069
 GD0069  NGVD 29 (??/??/??)  191.982  (m)          629.86   (f) ADJUSTED    1 2
 GD0069
 GD0069.Superseded values are not recommended for survey control.
 GD0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0069.See file dsdata.txt to determine how the superseded data were derived.
 GD0069
 GD0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF046714(NAD 83)
 GD0069_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0069_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0069_STAMPING: C 60 N 05.34 E
 GD0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0069
 GD0069  HISTORY     - Date     Condition        Report By
 GD0069  HISTORY     - UNK      MONUMENTED       TVA
 GD0069  HISTORY     - 1947     GOOD             CGS
 GD0069  HISTORY     - 1948     GOOD             CGS
 GD0069
 GD0069                          STATION DESCRIPTION
 GD0069
 GD0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0069'3 MI NW FROM GOLDEN POND.
 GD0069'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0069'AT GOLDEN POND, THENCE 0.35 MILE NORTH ALONG THE DIVIDING RIDGE
 GD0069'ROAD, 0.3 MILE NORTH OF A CROSS ROAD, 26 FEET WEST OF THE
 GD0069'CENTER LINE OF THE ROAD, 19 FEET SOUTHEAST OF A BLAZED TREE.  A
 GD0069'METAL CAP ON AN IRON PIPE SET IN CONCRETE.  SET ONE FOOT SOUTH
 GD0069'OF A WHITE WOODEN WITNESS POST.  NOTE-- SLIGHTLY LOOSE BUT
 GD0069'BELIEVED TO BE OK.
 GD0069
 GD0069                          STATION RECOVERY (1948)
 GD0069
 GD0069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 GD0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0070 ***********************************************************************
 GD0070  DESIGNATION -  C 61 TVA
 GD0070  PID         -  GD0070
 GD0070  STATE/COUNTY-  KY/TRIGG
 GD0070  USGS QUAD   -  FENTON (1986)
 GD0070
 GD0070                         *CURRENT SURVEY CONTROL
 GD0070  ___________________________________________________________________
 GD0070* NAD 83(1986)-  36 46 48.     (N)    088 04 04.     (W)     SCALED    
 GD0070* NAVD 88     -       192.962  (meters)     633.08   (feet)  ADJUSTED  
 GD0070  ___________________________________________________________________
 GD0070  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0070  DYNAMIC HT  -         192.809 (meters)     632.57  (feet)  COMP
 GD0070  MODELED GRAV-     979,838.0   (mgal)                       NAVD 88
 GD0070
 GD0070  VERT ORDER  -  FIRST     CLASS II
 GD0070
 GD0070.The horizontal coordinates were scaled from a topographic map and have
 GD0070.an estimated accuracy of +/- 6 seconds.
 GD0070
 GD0070.The orthometric height was determined by differential leveling
 GD0070.and adjusted by the National Geodetic Survey in June 1991..
 GD0070
 GD0070.The geoid height was determined by GEOID03.
 GD0070
 GD0070.The dynamic height is computed by dividing the NAVD 88
 GD0070.geopotential number by the normal gravity value computed on the
 GD0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0070.degrees latitude (g = 980.6199 gals.).
 GD0070
 GD0070.The modeled gravity was interpolated from observed gravity values.
 GD0070
 GD0070;                    North         East    Units  Estimated Accuracy
 GD0070;SPC KY1Z     - 1,052,140.    1,293,100.      MT  (+/- 180 meters Scaled)
 GD0070
 GD0070                          SUPERSEDED SURVEY CONTROL
 GD0070
 GD0070  NGVD 29 (??/??/??)  193.025  (m)          633.28   (f) ADJUSTED    1 2
 GD0070
 GD0070.Superseded values are not recommended for survey control.
 GD0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0070.See file dsdata.txt to determine how the superseded data were derived.
 GD0070
 GD0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF047709(NAD 83)
 GD0070_MARKER: Z = SEE DESCRIPTION
 GD0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0070_STAMPING: USRA NX C61
 GD0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0070+STABILITY: SURFACE MOTION
 GD0070
 GD0070  HISTORY     - Date     Condition        Report By
 GD0070  HISTORY     - UNK      MONUMENTED       TVA
 GD0070  HISTORY     - 1946     GOOD             CGS
 GD0070  HISTORY     - 1948     GOOD             CGS
 GD0070
 GD0070                          STATION DESCRIPTION
 GD0070
 GD0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0070'2.6 MI NW FROM GOLDEN POND.
 GD0070'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0070'AT GOLDEN POND, THENCE ABOUT 0.05 MILES NORTH ALONG THE DIVIDING
 GD0070'RIDGE ROAD, AT A CROSS ROAD, 103 FEET EAST OF THE CENTER LINE
 GD0070'OF THE ROAD NORTH, 31 FEET NORTHEAST OF THE CENTER LINE OF THE
 GD0070'ROAD LEADING EAST, 52.5 FEET NORTHEAST OF THE EAST END OF THE
 GD0070'NORTH CONCRETE HEAD WALL OF AN 18 INCH PIPE CULVERT UNDER THE
 GD0070'ROAD EAST, 24 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 GD0070'GARAGE APARTMENT HOUSE, ABOUT 2 FEET ABOVE THE ROAD AND SET IN
 GD0070'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GD0070
 GD0070                          STATION RECOVERY (1948)
 GD0070
 GD0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 GD0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0854 ***********************************************************************
 HA0854  DESIGNATION -  C 64
 HA0854  PID         -  HA0854
 HA0854  STATE/COUNTY-  KY/CRITTENDEN
 HA0854  USGS QUAD   -  BLACKFORD (1954)
 HA0854
 HA0854                         *CURRENT SURVEY CONTROL
 HA0854  ___________________________________________________________________
 HA0854* NAD 83(1986)-  37 25 34.     (N)    087 58 18.     (W)     SCALED    
 HA0854* NAVD 88     -       113.286  (meters)     371.67   (feet)  ADJUSTED  
 HA0854  ___________________________________________________________________
 HA0854  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HA0854  DYNAMIC HT  -         113.204 (meters)     371.40  (feet)  COMP
 HA0854  MODELED GRAV-     979,903.0   (mgal)                       NAVD 88
 HA0854
 HA0854  VERT ORDER  -  FIRST     CLASS II
 HA0854
 HA0854.The horizontal coordinates were scaled from a topographic map and have
 HA0854.an estimated accuracy of +/- 6 seconds.
 HA0854
 HA0854.The orthometric height was determined by differential leveling
 HA0854.and adjusted by the National Geodetic Survey in June 1991..
 HA0854
 HA0854.The geoid height was determined by GEOID03.
 HA0854
 HA0854.The dynamic height is computed by dividing the NAVD 88
 HA0854.geopotential number by the normal gravity value computed on the
 HA0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0854.degrees latitude (g = 980.6199 gals.).
 HA0854
 HA0854.The modeled gravity was interpolated from observed gravity values.
 HA0854
 HA0854;                    North         East    Units  Estimated Accuracy
 HA0854;SPC KY1Z     - 1,123,620.    1,303,390.      MT  (+/- 180 meters Scaled)
 HA0854
 HA0854                          SUPERSEDED SURVEY CONTROL
 HA0854
 HA0854  NGVD 29 (??/??/92)  113.383  (m)          371.99   (f) ADJ UNCH    1 2
 HA0854
 HA0854.Superseded values are not recommended for survey control.
 HA0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0854.See file dsdata.txt to determine how the superseded data were derived.
 HA0854
 HA0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG140425(NAD 83)
 HA0854_MARKER: DB = BENCH MARK DISK
 HA0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0854_SP_SET: STONE
 HA0854_STAMPING: C 64 1935
 HA0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0854+STABILITY: SURFACE MOTION
 HA0854
 HA0854  HISTORY     - Date     Condition        Report By
 HA0854  HISTORY     - 1935     MONUMENTED       CGS
 HA0854  HISTORY     - 1949     GOOD             NGS
 HA0854
 HA0854                          STATION DESCRIPTION
 HA0854
 HA0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HA0854'2.7 MI SW FROM BLACKFORD.
 HA0854'ABOUT 2.7 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 HA0854'FROM THE STATION AT BLACKFORD, ABOUT 0.2 MILE SOUTHEAST OF THE
 HA0854'ROAD CROSSING AT OLD NUNNS STATION, SET IN THE TOP OF THE NORTH
 HA0854'STONE WING WALL OF THE NORTHEAST ABUTMENT OF A RAILROAD TRESTLE,
 HA0854'12 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 4 FEET BELOW
 HA0854'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0680 ***********************************************************************
 HA0680  DESIGNATION -  C 64 X
 HA0680  PID         -  HA0680
 HA0680  STATE/COUNTY-  KY/DAVIESS
 HA0680  USGS QUAD   -  OWENSBORO EAST (1982)
 HA0680
 HA0680                         *CURRENT SURVEY CONTROL
 HA0680  ___________________________________________________________________
 HA0680* NAD 83(1986)-  37 50 07.     (N)    087 01 06.     (W)     SCALED    
 HA0680* NAVD 88     -       118.303  (meters)     388.13   (feet)  POSTED    
 HA0680  ___________________________________________________________________
 HA0680  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HA0680  DYNAMIC HT  -         118.220 (meters)     387.86  (feet)  COMP
 HA0680  MODELED GRAV-     979,949.3   (mgal)                       NAVD 88
 HA0680
 HA0680  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HA0680
 HA0680.The horizontal coordinates were scaled from a topographic map and have
 HA0680.an estimated accuracy of +/- 6 seconds.
 HA0680
 HA0680.The orthometric height was determined by differential leveling
 HA0680.and adjusted by the National Geodetic Survey in 1992..
 HA0680.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HA0680.rate of 0.0 thru 1.0 mm/km.
 HA0680
 HA0680.The geoid height was determined by GEOID03.
 HA0680
 HA0680.The dynamic height is computed by dividing the NAVD 88
 HA0680.geopotential number by the normal gravity value computed on the
 HA0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0680.degrees latitude (g = 980.6199 gals.).
 HA0680
 HA0680.The modeled gravity was interpolated from observed gravity values.
 HA0680
 HA0680;                    North         East    Units  Estimated Accuracy
 HA0680;SPC KY1Z     - 1,167,450.    1,388,360.      MT  (+/- 180 meters Scaled)
 HA0680
 HA0680                          SUPERSEDED SURVEY CONTROL
 HA0680
 HA0680  NGVD 29 (??/??/92)  118.41   (m)          388.5    (f) COMPUTED    2 0
 HA0680
 HA0680.Superseded values are not recommended for survey control.
 HA0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0680.See file dsdata.txt to determine how the superseded data were derived.
 HA0680
 HA0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG983875(NAD 83)
 HA0680_MARKER: DB = BENCH MARK DISK
 HA0680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0680_SP_SET: BRIDGE
 HA0680_STAMPING: C 64 X 1935
 HA0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0680
 HA0680  HISTORY     - Date     Condition        Report By
 HA0680  HISTORY     - 1935     MONUMENTED       CGS
 HA0680
 HA0680                          STATION DESCRIPTION
 HA0680
 HA0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0680'7.1 MI NE FROM OWENSBORO.
 HA0680'7.1 MILES NORTHEAST OF COURTHOUSE BY HIGHWAY ALONG U.S. HIGHWAY
 HA0680'60, 45 FEET WEST OF SOUTH END OF RAILROAD BRIDGE 97, AT THE
 HA0680'SOUTHEAST CORNER OF CONCRETE HIGHWAY BRIDGE 8 I-0, 10 FEET EAST
 HA0680'OF CENTER LINE OF U.S. HIGHWAY 60, 4.4 FEET NORTH OF SOUTHEAST
 HA0680'CORNER OF BRIDGE, ON INSIDE EDGE OF EAST CURB, 8 INCHES ABOVE
 HA0680'SURFACE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1013 ***********************************************************************
 GC1013  DESIGNATION -  C 66
 GC1013  PID         -  GC1013
 GC1013  STATE/COUNTY-  KY/SIMPSON
 GC1013  USGS QUAD   -  FRANKLIN (1994)
 GC1013
 GC1013                         *CURRENT SURVEY CONTROL
 GC1013  ___________________________________________________________________
 GC1013* NAD 83(1986)-  36 39 24.     (N)    086 33 00.     (W)     SCALED    
 GC1013* NAVD 88     -       227.456  (meters)     746.25   (feet)  ADJUSTED  
 GC1013  ___________________________________________________________________
 GC1013  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 GC1013  DYNAMIC HT  -         227.266 (meters)     745.62  (feet)  COMP
 GC1013  MODELED GRAV-     979,792.5   (mgal)                       NAVD 88
 GC1013
 GC1013  VERT ORDER  -  SECOND    CLASS 0
 GC1013
 GC1013.The horizontal coordinates were scaled from a topographic map and have
 GC1013.an estimated accuracy of +/- 6 seconds.
 GC1013
 GC1013.The orthometric height was determined by differential leveling
 GC1013.and adjusted by the National Geodetic Survey in June 1991..
 GC1013
 GC1013.The geoid height was determined by GEOID03.
 GC1013
 GC1013.The dynamic height is computed by dividing the NAVD 88
 GC1013.geopotential number by the normal gravity value computed on the
 GC1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1013.degrees latitude (g = 980.6199 gals.).
 GC1013
 GC1013.The modeled gravity was interpolated from observed gravity values.
 GC1013
 GC1013;                    North         East    Units  Estimated Accuracy
 GC1013;SPC KY1Z     - 1,036,190.    1,428,460.      MT  (+/- 180 meters Scaled)
 GC1013
 GC1013                          SUPERSEDED SURVEY CONTROL
 GC1013
 GC1013  NGVD 29 (??/??/92)  227.546  (m)          746.54   (f) ADJ UNCH    2 0
 GC1013
 GC1013.Superseded values are not recommended for survey control.
 GC1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1013.See file dsdata.txt to determine how the superseded data were derived.
 GC1013
 GC1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF402568(NAD 83)
 GC1013_MARKER: DB = BENCH MARK DISK
 GC1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1013_STAMPING: C 66 1935
 GC1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1013+STABILITY: SURFACE MOTION
 GC1013
 GC1013  HISTORY     - Date     Condition        Report By
 GC1013  HISTORY     - 1935     MONUMENTED       CGS
 GC1013  HISTORY     - 1951     GOOD             NGS
 GC1013
 GC1013                          STATION DESCRIPTION
 GC1013
 GC1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GC1013'4.6 MI S FROM FRANKLIN.
 GC1013'4.6 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC1013'THE STATION AT FRANKLIN, SIMPSON COUNTY, 64 FEET NORTHEAST OF
 GC1013'MILEPOST L 139, 67 FEET SOUTHEAST OF SEMAPHORE 1382, IN THE
 GC1013'SOUTHEAST QUARTER OF A GRAVEL ROAD CROSSING, 17 FEET SOUTH OF THE
 GC1013'CENTERLINE OF THE GRAVEL ROAD, AT THE NORTH EDGE OF A CULTIVATED
 GC1013'FIELD, 2 FEET WEST OF A WIRE FENCE, AND LEVEL WITH THE TRACK.
 GC1013'A STANDARD DISK, STAMPED C 66 1935 AND SET IN THE TOP OF A
 GC1013'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1388 ***********************************************************************
 GZ1388  DESIGNATION -  C 67
 GZ1388  PID         -  GZ1388
 GZ1388  STATE/COUNTY-  KY/MARION
 GZ1388  USGS QUAD   -  LEBANON EAST (1994)
 GZ1388
 GZ1388                         *CURRENT SURVEY CONTROL
 GZ1388  ___________________________________________________________________
 GZ1388* NAD 83(1986)-  37 34 08.     (N)    085 09 04.     (W)     SCALED    
 GZ1388* NAVD 88     -       290.917  (meters)     954.45   (feet)  ADJUSTED  
 GZ1388  ___________________________________________________________________
 GZ1388  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GZ1388  DYNAMIC HT  -         290.686 (meters)     953.69  (feet)  COMP
 GZ1388  MODELED GRAV-     979,830.1   (mgal)                       NAVD 88
 GZ1388
 GZ1388  VERT ORDER  -  SECOND    CLASS 0
 GZ1388
 GZ1388.The horizontal coordinates were scaled from a topographic map and have
 GZ1388.an estimated accuracy of +/- 6 seconds.
 GZ1388
 GZ1388.The orthometric height was determined by differential leveling
 GZ1388.and adjusted by the National Geodetic Survey in June 1991..
 GZ1388
 GZ1388.The geoid height was determined by GEOID03.
 GZ1388
 GZ1388.The dynamic height is computed by dividing the NAVD 88
 GZ1388.geopotential number by the normal gravity value computed on the
 GZ1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1388.degrees latitude (g = 980.6199 gals.).
 GZ1388
 GZ1388.The modeled gravity was interpolated from observed gravity values.
 GZ1388
 GZ1388;                    North         East    Units  Estimated Accuracy
 GZ1388;SPC KY1Z     - 1,137,300.    1,552,900.      MT  (+/- 180 meters Scaled)
 GZ1388
 GZ1388                          SUPERSEDED SURVEY CONTROL
 GZ1388
 GZ1388  NGVD 29 (??/??/92)  291.053  (m)          954.90   (f) ADJ UNCH    2 0
 GZ1388
 GZ1388.Superseded values are not recommended for survey control.
 GZ1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1388.See file dsdata.txt to determine how the superseded data were derived.
 GZ1388
 GZ1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG632595(NAD 83)
 GZ1388_MARKER: DB = BENCH MARK DISK
 GZ1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1388_STAMPING: C 67 1935
 GZ1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1388+STABILITY: SURFACE MOTION
 GZ1388
 GZ1388  HISTORY     - Date     Condition        Report By
 GZ1388  HISTORY     - 1935     MONUMENTED       CGS
 GZ1388  HISTORY     - 1951     GOOD             NGS
 GZ1388  HISTORY     - 1983     GOOD             KYDT
 GZ1388
 GZ1388                          STATION DESCRIPTION
 GZ1388
 GZ1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1388'AT PENICK.
 GZ1388'AT PENICK, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 230 FEET
 GZ1388'WEST-NORTHWEST OF THE CENTER OF A GRAVEL ROAD CROSSING, 35 1/2
 GZ1388'FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL, 2 1/2 FEET WEST
 GZ1388'OF A TELEPHONE POLE, ABOUT 2 FEET BELOW THE TRACK AND SET IN THE
 GZ1388'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1388
 GZ1388                          STATION RECOVERY (1983)
 GZ1388
 GZ1388'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0277 ***********************************************************************
 HZ0277  DESIGNATION -  C 68
 HZ0277  PID         -  HZ0277
 HZ0277  STATE/COUNTY-  KY/ANDERSON
 HZ0277  USGS QUAD   -  LAWRENCEBURG (1987)
 HZ0277
 HZ0277                         *CURRENT SURVEY CONTROL
 HZ0277  ___________________________________________________________________
 HZ0277* NAD 83(1986)-  38 03 40.     (N)    084 55 14.     (W)     SCALED    
 HZ0277* NAVD 88     -       233.306  (meters)     765.44   (feet)  ADJUSTED  
 HZ0277  ___________________________________________________________________
 HZ0277  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HZ0277  DYNAMIC HT  -         233.135 (meters)     764.88  (feet)  COMP
 HZ0277  MODELED GRAV-     979,892.4   (mgal)                       NAVD 88
 HZ0277
 HZ0277  VERT ORDER  -  SECOND    CLASS 0
 HZ0277
 HZ0277.The horizontal coordinates were scaled from a topographic map and have
 HZ0277.an estimated accuracy of +/- 6 seconds.
 HZ0277
 HZ0277.The orthometric height was determined by differential leveling
 HZ0277.and adjusted by the National Geodetic Survey in June 1991..
 HZ0277
 HZ0277.The geoid height was determined by GEOID03.
 HZ0277
 HZ0277.The dynamic height is computed by dividing the NAVD 88
 HZ0277.geopotential number by the normal gravity value computed on the
 HZ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0277.degrees latitude (g = 980.6199 gals.).
 HZ0277
 HZ0277.The modeled gravity was interpolated from observed gravity values.
 HZ0277
 HZ0277;                    North         East    Units  Estimated Accuracy
 HZ0277;SPC KY1Z     - 1,192,080.    1,572,780.      MT  (+/- 180 meters Scaled)
 HZ0277
 HZ0277                          SUPERSEDED SURVEY CONTROL
 HZ0277
 HZ0277  NGVD 29 (??/??/92)  233.447  (m)          765.90   (f) ADJ UNCH    2 0
 HZ0277
 HZ0277.Superseded values are not recommended for survey control.
 HZ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0277.See file dsdata.txt to determine how the superseded data were derived.
 HZ0277
 HZ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH824146(NAD 83)
 HZ0277_MARKER: DB = BENCH MARK DISK
 HZ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0277_STAMPING: C 68 1935
 HZ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0277+STABILITY: SURFACE MOTION
 HZ0277
 HZ0277  HISTORY     - Date     Condition        Report By
 HZ0277  HISTORY     - 1935     MONUMENTED       CGS
 HZ0277  HISTORY     - 1982     GOOD             KYDT
 HZ0277
 HZ0277                          STATION DESCRIPTION
 HZ0277
 HZ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ0277'2.3 MI N FROM LAWRENCEBURG.
 HZ0277'2.3 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0277'LAWRENCEBURG, ANDERSON COUNTY, 22 YARDS NORTH OF MILEPOST 62,
 HZ0277'52 YARDS NORTH OF THE NORTH END OF BRIDGE NO. 61 W OVER A LARGE
 HZ0277'STREAM, 25.4 FEET WEST OF THE WEST RAIL, 13.8 FEET SOUTH OF THE
 HZ0277'SOUTH EDGE OF THE CONCRETE FOUNDATION OF A DESTROYED BUILDING,
 HZ0277'AND 4.8 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED
 HZ0277'C 68 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0277'1 FOOT ABOVE GROUND.
 HZ0277
 HZ0277                          STATION RECOVERY (1982)
 HZ0277
 HZ0277'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 HZ0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0816 ***********************************************************************
 HA0816  DESIGNATION -  C 69
 HA0816  PID         -  HA0816
 HA0816  STATE/COUNTY-  KY/HOPKINS
 HA0816  USGS QUAD   -  NORTONVILLE (1963)
 HA0816
 HA0816                         *CURRENT SURVEY CONTROL
 HA0816  ___________________________________________________________________
 HA0816* NAD 83(1986)-  37 11 30.     (N)    087 27 14.     (W)     SCALED    
 HA0816* NAVD 88     -       124.166  (meters)     407.37   (feet)  ADJUSTED  
 HA0816  ___________________________________________________________________
 HA0816  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 HA0816  DYNAMIC HT  -         124.074 (meters)     407.07  (feet)  COMP
 HA0816  MODELED GRAV-     979,887.9   (mgal)                       NAVD 88
 HA0816
 HA0816  VERT ORDER  -  SECOND    CLASS 0
 HA0816
 HA0816.The horizontal coordinates were scaled from a topographic map and have
 HA0816.an estimated accuracy of +/- 6 seconds.
 HA0816
 HA0816.The orthometric height was determined by differential leveling
 HA0816.and adjusted by the National Geodetic Survey in June 1991..
 HA0816
 HA0816.The geoid height was determined by GEOID03.
 HA0816
 HA0816.The dynamic height is computed by dividing the NAVD 88
 HA0816.geopotential number by the normal gravity value computed on the
 HA0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0816.degrees latitude (g = 980.6199 gals.).
 HA0816
 HA0816.The modeled gravity was interpolated from observed gravity values.
 HA0816
 HA0816;                    North         East    Units  Estimated Accuracy
 HA0816;SPC KY1Z     - 1,096,640.    1,348,730.      MT  (+/- 180 meters Scaled)
 HA0816
 HA0816                          SUPERSEDED SURVEY CONTROL
 HA0816
 HA0816  NGVD 29 (??/??/92)  124.253  (m)          407.65   (f) ADJ UNCH    2 0
 HA0816
 HA0816.Superseded values are not recommended for survey control.
 HA0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0816.See file dsdata.txt to determine how the superseded data were derived.
 HA0816
 HA0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG597162(NAD 83)
 HA0816_MARKER: DB = BENCH MARK DISK
 HA0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0816_STAMPING: C 69 1935
 HA0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0816+STABILITY: SURFACE MOTION
 HA0816
 HA0816  HISTORY     - Date     Condition        Report By
 HA0816  HISTORY     - 1935     MONUMENTED       CGS
 HA0816  HISTORY     - 1953     MARK NOT FOUND   USGS
 HA0816  HISTORY     - 1963     MARK NOT FOUND   USGS
 HA0816
 HA0816                          STATION DESCRIPTION
 HA0816
 HA0816'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HA0816'AT NORTONVILLE.
 HA0816'AT NORTONVILLE, HOPKINS COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0816'RAILROAD, AT A JUNCTION OF THE ILLINOIS CENTRAL RAILROAD, 104
 HA0816'YARDS EAST OF THE CENTERLINE OF THE ILLINOIS CENTRAL RAILROAD TRACK,
 HA0816'25 YARDS WEST OF SIGNAL TOWER J 1508, 7 YARDS NORTH OF THE NORTH
 HA0816'RAIL OF THE LOUISVILLE AND NASHVILLE RAILROAD, 9.5 FEET SOUTH OF
 HA0816'THE SOUTH RAIL OF A SIDING, 3.6 FEET EAST OF A POLE, AND LEVEL
 HA0816'WITH THE TRACK.  A STANDARD DISK, STAMPED C 69 1935 AND SET IN
 HA0816'THE TOP OF A CONCRETE POST.
 HA0816
 HA0816                          STATION RECOVERY (1963)
 HA0816
 HA0816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HA0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1934 ***********************************************************************
 GZ1934  DESIGNATION -  C 7 RESET 1937
 GZ1934  PID         -  GZ1934
 GZ1934  STATE/COUNTY-  KY/HART
 GZ1934  USGS QUAD   -  HORSE CAVE (1966)
 GZ1934
 GZ1934                         *CURRENT SURVEY CONTROL
 GZ1934  ___________________________________________________________________
 GZ1934* NAD 83(1986)-  37 10 46.     (N)    085 54 21.     (W)     SCALED    
 GZ1934* NAVD 88     -       193.925  (meters)     636.24   (feet)  ADJUSTED  
 GZ1934  ___________________________________________________________________
 GZ1934  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GZ1934  DYNAMIC HT  -         193.773 (meters)     635.74  (feet)  COMP
 GZ1934  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 GZ1934
 GZ1934  VERT ORDER  -  FIRST     CLASS II
 GZ1934
 GZ1934.The horizontal coordinates were scaled from a topographic map and have
 GZ1934.an estimated accuracy of +/- 6 seconds.
 GZ1934
 GZ1934.The orthometric height was determined by differential leveling
 GZ1934.and adjusted by the National Geodetic Survey in June 1991..
 GZ1934
 GZ1934.The geoid height was determined by GEOID03.
 GZ1934
 GZ1934.The dynamic height is computed by dividing the NAVD 88
 GZ1934.geopotential number by the normal gravity value computed on the
 GZ1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1934.degrees latitude (g = 980.6199 gals.).
 GZ1934
 GZ1934.The modeled gravity was interpolated from observed gravity values.
 GZ1934
 GZ1934;                    North         East    Units  Estimated Accuracy
 GZ1934;SPC KY1Z     - 1,093,920.    1,486,160.      MT  (+/- 180 meters Scaled)
 GZ1934
 GZ1934                          SUPERSEDED SURVEY CONTROL
 GZ1934
 GZ1934  NGVD 29 (??/??/92)  194.043  (m)          636.62   (f) ADJ UNCH    1 2
 GZ1934
 GZ1934.Superseded values are not recommended for survey control.
 GZ1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1934.See file dsdata.txt to determine how the superseded data were derived.
 GZ1934
 GZ1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG971153(NAD 83)
 GZ1934_MARKER: DB = BENCH MARK DISK
 GZ1934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1934_SP_SET: BUILDING WALL
 GZ1934_STAMPING: C 7 RESET 1937
 GZ1934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1934
 GZ1934  HISTORY     - Date     Condition        Report By
 GZ1934  HISTORY     - 1937     MONUMENTED       CGS
 GZ1934  HISTORY     - 1953     GOOD             NGS
 GZ1934
 GZ1934                          STATION DESCRIPTION
 GZ1934
 GZ1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GZ1934'AT HORSE CAVE.
 GZ1934'AT HORSE CAVE, AT THE INTERSECTION OF MAIN AND HIGBEE STREETS,
 GZ1934'AT THE SOUTHWEST CORNER OF THE HORSE CAVE STATE BANK BUILDING,
 GZ1934'IN THE WEST WALL, 8 FEET NORTH OF SOUTHWEST CORNER, 1 1/2 INCHES
 GZ1934'SOUTH OF SOUTH EDGE OF THE NIGHT-DEPOSIT SAFE, ABOUT 5 FEET
 GZ1934'ABOVE THE SIDE WALK AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1206 ***********************************************************************
 GC1206  DESIGNATION -  C 70
 GC1206  PID         -  GC1206
 GC1206  STATE/COUNTY-  KY/TODD
 GC1206  USGS QUAD   -  ELKTON (1982)
 GC1206
 GC1206                         *CURRENT SURVEY CONTROL
 GC1206  ___________________________________________________________________
 GC1206* NAD 83(1986)-  36 50 01.     (N)    087 13 50.     (W)     SCALED    
 GC1206* NAVD 88     -       190.239  (meters)     624.14   (feet)  ADJUSTED  
 GC1206  ___________________________________________________________________
 GC1206  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GC1206  DYNAMIC HT  -         190.088 (meters)     623.65  (feet)  COMP
 GC1206  MODELED GRAV-     979,835.2   (mgal)                       NAVD 88
 GC1206
 GC1206  VERT ORDER  -  FIRST     CLASS I
 GC1206
 GC1206.The horizontal coordinates were scaled from a topographic map and have
 GC1206.an estimated accuracy of +/- 6 seconds.
 GC1206
 GC1206.The orthometric height was determined by differential leveling
 GC1206.and adjusted by the National Geodetic Survey in June 1991..
 GC1206
 GC1206.The geoid height was determined by GEOID03.
 GC1206
 GC1206.The dynamic height is computed by dividing the NAVD 88
 GC1206.geopotential number by the normal gravity value computed on the
 GC1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1206.degrees latitude (g = 980.6199 gals.).
 GC1206
 GC1206.The modeled gravity was interpolated from observed gravity values.
 GC1206
 GC1206;                    North         East    Units  Estimated Accuracy
 GC1206;SPC KY1Z     - 1,056,570.    1,367,920.      MT  (+/- 180 meters Scaled)
 GC1206
 GC1206                          SUPERSEDED SURVEY CONTROL
 GC1206
 GC1206  NGVD 29 (??/??/92)  190.314  (m)          624.39   (f) ADJ UNCH    1 1
 GC1206
 GC1206.Superseded values are not recommended for survey control.
 GC1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1206.See file dsdata.txt to determine how the superseded data were derived.
 GC1206
 GC1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF794764(NAD 83)
 GC1206_MARKER: DB = BENCH MARK DISK
 GC1206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1206_SP_SET: CULVERT
 GC1206_STAMPING: C 70 1935
 GC1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1206
 GC1206  HISTORY     - Date     Condition        Report By
 GC1206  HISTORY     - 1935     MONUMENTED       CGS
 GC1206  HISTORY     - 1968     GOOD             NGS
 GC1206
 GC1206                          STATION DESCRIPTION
 GC1206
 GC1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1206'4 MI E FROM FAIRVIEW.
 GC1206'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GC1206'FROM THE JEFFERSON DAVIS MONUMENT AT FAIRVIEW, OR ABOUT 4.5
 GC1206'MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80 FROM THE
 GC1206'TODD COUNTY COURTHOUSE AT ELKTON, 100 YARDS NORTHWEST OF A
 GC1206'FRAME HOUSE, 17 1/2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GC1206'SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 GC1206'CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND 1 FOOT ABOVE THE
 GC1206'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0762 ***********************************************************************
 HA0762  DESIGNATION -  C 71
 HA0762  PID         -  HA0762
 HA0762  STATE/COUNTY-  KY/MUHLENBERG
 HA0762  USGS QUAD   -  DRAKESBORO (1982)
 HA0762
 HA0762                         *CURRENT SURVEY CONTROL
 HA0762  ___________________________________________________________________
 HA0762* NAD 83(1986)-  37 08 06.     (N)    087 00 51.     (W)     SCALED    
 HA0762* NAVD 88     -       153.744  (meters)     504.41   (feet)  ADJUSTED  
 HA0762  ___________________________________________________________________
 HA0762  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 HA0762  DYNAMIC HT  -         153.628 (meters)     504.03  (feet)  COMP
 HA0762  MODELED GRAV-     979,875.6   (mgal)                       NAVD 88
 HA0762
 HA0762  VERT ORDER  -  SECOND    CLASS 0
 HA0762
 HA0762.The horizontal coordinates were scaled from a topographic map and have
 HA0762.an estimated accuracy of +/- 6 seconds.
 HA0762
 HA0762.The orthometric height was determined by differential leveling
 HA0762.and adjusted by the National Geodetic Survey in June 1991..
 HA0762
 HA0762.The geoid height was determined by GEOID03.
 HA0762
 HA0762.The dynamic height is computed by dividing the NAVD 88
 HA0762.geopotential number by the normal gravity value computed on the
 HA0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0762.degrees latitude (g = 980.6199 gals.).
 HA0762
 HA0762.The modeled gravity was interpolated from observed gravity values.
 HA0762
 HA0762;                    North         East    Units  Estimated Accuracy
 HA0762;SPC KY1Z     - 1,089,730.    1,387,680.      MT  (+/- 180 meters Scaled)
 HA0762
 HA0762                          SUPERSEDED SURVEY CONTROL
 HA0762
 HA0762  NGVD 29 (??/??/92)  153.857  (m)          504.78   (f) ADJ UNCH    2 0
 HA0762
 HA0762.Superseded values are not recommended for survey control.
 HA0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0762.See file dsdata.txt to determine how the superseded data were derived.
 HA0762
 HA0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG987098(NAD 83)
 HA0762_MARKER: DB = BENCH MARK DISK
 HA0762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0762_SP_SET: TUNNEL
 HA0762_STAMPING: C 71 1935
 HA0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0762
 HA0762  HISTORY     - Date     Condition        Report By
 HA0762  HISTORY     - 1935     MONUMENTED       CGS
 HA0762  HISTORY     - 1943     GOOD             NGS
 HA0762
 HA0762                          STATION DESCRIPTION
 HA0762
 HA0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0762'1.8 MI NW FROM PENROD.
 HA0762'1.8 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0762'FROM THE SIDING AT PENROD, MUHLENBERG COUNTY, 0.3 MILE NORTHWEST
 HA0762'OF MILEPOST 166, AT THE SOUTHEAST END OF A TUNNEL, IN THE FACE
 HA0762'OF THE SOUTHWEST CONCRETE WALL, 2.9 FEET NORTHWEST OF THE
 HA0762'SOUTHEAST END OF THE WALL, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 HA0762'ABOUT 3 FEET HIGHER THAN THE TRACK, AND 4.3 FEET ABOVE THE
 HA0762'GROUND.  A STANDARD DISK, STAMPED C 71 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0796 ***********************************************************************
 HA0796  DESIGNATION -  C 72
 HA0796  PID         -  HA0796
 HA0796  STATE/COUNTY-  KY/MCLEAN
 HA0796  USGS QUAD   -  LIVERMORE (1983)
 HA0796
 HA0796                         *CURRENT SURVEY CONTROL
 HA0796  ___________________________________________________________________
 HA0796* NAD 83(1986)-  37 29 23.     (N)    087 08 04.     (W)     SCALED    
 HA0796* NAVD 88     -       124.471  (meters)     408.37   (feet)  ADJUSTED  
 HA0796  ___________________________________________________________________
 HA0796  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HA0796  DYNAMIC HT  -         124.382 (meters)     408.08  (feet)  COMP
 HA0796  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 HA0796
 HA0796  VERT ORDER  -  SECOND    CLASS 0
 HA0796
 HA0796.The horizontal coordinates were scaled from a topographic map and have
 HA0796.an estimated accuracy of +/- 6 seconds.
 HA0796
 HA0796.The orthometric height was determined by differential leveling
 HA0796.and adjusted by the National Geodetic Survey in June 1991..
 HA0796
 HA0796.The geoid height was determined by GEOID03.
 HA0796
 HA0796.The dynamic height is computed by dividing the NAVD 88
 HA0796.geopotential number by the normal gravity value computed on the
 HA0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0796.degrees latitude (g = 980.6199 gals.).
 HA0796
 HA0796.The modeled gravity was interpolated from observed gravity values.
 HA0796
 HA0796;                    North         East    Units  Estimated Accuracy
 HA0796;SPC KY1Z     - 1,129,250.    1,377,580.      MT  (+/- 180 meters Scaled)
 HA0796
 HA0796                          SUPERSEDED SURVEY CONTROL
 HA0796
 HA0796  NGVD 29 (??/??/92)  124.576  (m)          408.71   (f) ADJ UNCH    2 0
 HA0796
 HA0796.Superseded values are not recommended for survey control.
 HA0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0796.See file dsdata.txt to determine how the superseded data were derived.
 HA0796
 HA0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG881492(NAD 83)
 HA0796_MARKER: DB = BENCH MARK DISK
 HA0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0796_STAMPING: C 72 1935
 HA0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0796+STABILITY: SURFACE MOTION
 HA0796
 HA0796  HISTORY     - Date     Condition        Report By
 HA0796  HISTORY     - 1935     MONUMENTED       CGS
 HA0796
 HA0796                          STATION DESCRIPTION
 HA0796
 HA0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0796'AT LIVERMORE.
 HA0796'AT LIVERMORE, MCLEAN  COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0796'RAILROAD, 0.3 MILE SOUTH OF THE STATION, 0.2 MILE NORTH OF
 HA0796'MILEPOST 194, AT THE SOUTHEAST CORNER OF A HIGHWAY CROSSING, 77
 HA0796'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 75, 22.7 FEET
 HA0796'SOUTHEAST OF THE SOUTHEAST RAIL, 21 FEET NORTHEAST OF A FENCE
 HA0796'CORNER, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD
 HA0796'DISK, STAMPED C 72 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0308 ***********************************************************************
 HA0308  DESIGNATION -  C 73
 HA0308  PID         -  HA0308
 HA0308  STATE/COUNTY-  KY/OHIO
 HA0308  USGS QUAD   -  CROMWELL (1971)
 HA0308
 HA0308                         *CURRENT SURVEY CONTROL
 HA0308  ___________________________________________________________________
 HA0308* NAD 83(1986)-  37 20 06.     (N)    086 46 43.     (W)     SCALED    
 HA0308* NAVD 88     -       136.085  (meters)     446.47   (feet)  ADJUSTED  
 HA0308  ___________________________________________________________________
 HA0308  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HA0308  DYNAMIC HT  -         135.983 (meters)     446.14  (feet)  COMP
 HA0308  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 HA0308
 HA0308  VERT ORDER  -  SECOND    CLASS 0
 HA0308
 HA0308.The horizontal coordinates were scaled from a topographic map and have
 HA0308.an estimated accuracy of +/- 6 seconds.
 HA0308
 HA0308.The orthometric height was determined by differential leveling
 HA0308.and adjusted by the National Geodetic Survey in June 1991..
 HA0308
 HA0308.The geoid height was determined by GEOID03.
 HA0308
 HA0308.The dynamic height is computed by dividing the NAVD 88
 HA0308.geopotential number by the normal gravity value computed on the
 HA0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0308.degrees latitude (g = 980.6199 gals.).
 HA0308
 HA0308.The modeled gravity was interpolated from observed gravity values.
 HA0308
 HA0308;                    North         East    Units  Estimated Accuracy
 HA0308;SPC KY1Z     - 1,111,670.    1,408,850.      MT  (+/- 180 meters Scaled)
 HA0308
 HA0308                          SUPERSEDED SURVEY CONTROL
 HA0308
 HA0308  NGVD 29 (??/??/92)  136.196  (m)          446.84   (f) ADJ UNCH    2 0
 HA0308
 HA0308.Superseded values are not recommended for survey control.
 HA0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0308.See file dsdata.txt to determine how the superseded data were derived.
 HA0308
 HA0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG196320(NAD 83)
 HA0308_MARKER: DB = BENCH MARK DISK
 HA0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0308_STAMPING: C 73 1935
 HA0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0308+STABILITY: SURFACE MOTION
 HA0308
 HA0308  HISTORY     - Date     Condition        Report By
 HA0308  HISTORY     - 1935     MONUMENTED       CGS
 HA0308  HISTORY     - 1940     GOOD             NGS
 HA0308
 HA0308                          STATION DESCRIPTION
 HA0308
 HA0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HA0308'0.3 MI SE FROM CROMWELL.
 HA0308'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 231 FROM THE POST OFFICE AT
 HA0308'CROMWELL, OHIO COUNTY, 1.0 MILE NORTH OF THE GREEN RIVER FERRY,
 HA0308'53.3 FEET NORTHWEST OF THE NORTHWEST END OF A CONCRETE CULVERT,
 HA0308'39.5 FEET SOUTHEAST OF A 30-INCH GUM TREE, AT A FARM-ROAD INTERSECTION
 HA0308'29 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 28 FEET
 HA0308'SOUTHEAST OF THE ROAD, 0.6 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 HA0308'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 73 1935 AND
 HA0308'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0191 ***********************************************************************
 HA0191  DESIGNATION -  C 75
 HA0191  PID         -  HA0191
 HA0191  STATE/COUNTY-  KY/EDMONSON
 HA0191  USGS QUAD   -  RHODA (1979)
 HA0191
 HA0191                         *CURRENT SURVEY CONTROL
 HA0191  ___________________________________________________________________
 HA0191* NAD 83(1986)-  37 09 23.     (N)    086 13 33.     (W)     SCALED    
 HA0191* NAVD 88     -       171.531  (meters)     562.76   (feet)  ADJUSTED  
 HA0191  ___________________________________________________________________
 HA0191  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HA0191  DYNAMIC HT  -         171.400 (meters)     562.33  (feet)  COMP
 HA0191  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 HA0191
 HA0191  VERT ORDER  -  SECOND    CLASS 0
 HA0191
 HA0191.The horizontal coordinates were scaled from a topographic map and have
 HA0191.an estimated accuracy of +/- 6 seconds.
 HA0191
 HA0191.The orthometric height was determined by differential leveling
 HA0191.and adjusted by the National Geodetic Survey in June 1991..
 HA0191
 HA0191.The geoid height was determined by GEOID03.
 HA0191
 HA0191.The dynamic height is computed by dividing the NAVD 88
 HA0191.geopotential number by the normal gravity value computed on the
 HA0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0191.degrees latitude (g = 980.6199 gals.).
 HA0191
 HA0191.The modeled gravity was interpolated from observed gravity values.
 HA0191
 HA0191;                    North         East    Units  Estimated Accuracy
 HA0191;SPC KY1Z     - 1,091,450.    1,457,730.      MT  (+/- 180 meters Scaled)
 HA0191
 HA0191                          SUPERSEDED SURVEY CONTROL
 HA0191
 HA0191  NGVD 29 (??/??/92)  171.646  (m)          563.14   (f) ADJ UNCH    2 0
 HA0191
 HA0191.Superseded values are not recommended for survey control.
 HA0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0191.See file dsdata.txt to determine how the superseded data were derived.
 HA0191
 HA0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG687125(NAD 83)
 HA0191_MARKER: DB = BENCH MARK DISK
 HA0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0191_STAMPING: C 75 1935
 HA0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0191+STABILITY: SURFACE MOTION
 HA0191
 HA0191  HISTORY     - Date     Condition        Report By
 HA0191  HISTORY     - 1935     MONUMENTED       CGS
 HA0191  HISTORY     - 1953     MARK NOT FOUND   USGS
 HA0191
 HA0191                          STATION DESCRIPTION
 HA0191
 HA0191'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HA0191'4.2 MI SE FROM BROWNSVILLE.
 HA0191'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 65 FROM THE COUNTY
 HA0191'COURTHOUSE AT BROWNSVILLE, EDMONSON COUNTY, 85 YARDS SOUTH OF THE
 HA0191'CENTER OF THE INTERSECTION OF THE RUSSELLVILLE ROAD, 55 YARDS
 HA0191'NORTH OF THE NORTHEAST CORNER OF BELKEY METHODIST CHURCH, 24 FEET
 HA0191'WEST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTHEAST OF THE
 HA0191'SOUTHEAST CORNER OF A PRIVATE DWELLING (FORMERLY THE CASH STORE),
 HA0191'1 FOOT NORTH OF THE FENCE, AND LEVEL WITH THE HIGHWAY.  A
 HA0191'STANDARD DISK STAMPED C 75 1935 AND SET IN THE TOP OF A CONCRETE
 HA0191'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0345 ***********************************************************************
 HA0345  DESIGNATION -  C 78
 HA0345  PID         -  HA0345
 HA0345  STATE/COUNTY-  KY/OHIO
 HA0345  USGS QUAD   -  ROSINE (1971)
 HA0345
 HA0345                         *CURRENT SURVEY CONTROL
 HA0345  ___________________________________________________________________
 HA0345* NAD 83(1986)-  37 27 17.     (N)    086 40 35.     (W)     SCALED    
 HA0345* NAVD 88     -       132.831  (meters)     435.80   (feet)  ADJUSTED  
 HA0345  ___________________________________________________________________
 HA0345  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA0345  DYNAMIC HT  -         132.732 (meters)     435.47  (feet)  COMP
 HA0345  MODELED GRAV-     979,883.8   (mgal)                       NAVD 88
 HA0345
 HA0345  VERT ORDER  -  SECOND    CLASS 0
 HA0345
 HA0345.The horizontal coordinates were scaled from a topographic map and have
 HA0345.an estimated accuracy of +/- 6 seconds.
 HA0345
 HA0345.The orthometric height was determined by differential leveling
 HA0345.and adjusted by the National Geodetic Survey in June 1991..
 HA0345
 HA0345.The geoid height was determined by GEOID03.
 HA0345
 HA0345.The dynamic height is computed by dividing the NAVD 88
 HA0345.geopotential number by the normal gravity value computed on the
 HA0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0345.degrees latitude (g = 980.6199 gals.).
 HA0345
 HA0345.The modeled gravity was interpolated from observed gravity values.
 HA0345
 HA0345;                    North         East    Units  Estimated Accuracy
 HA0345;SPC KY1Z     - 1,124,860.    1,418,040.      MT  (+/- 180 meters Scaled)
 HA0345
 HA0345                          SUPERSEDED SURVEY CONTROL
 HA0345
 HA0345  NGVD 29 (??/??/92)  132.941  (m)          436.16   (f) ADJ UNCH    2 0
 HA0345
 HA0345.Superseded values are not recommended for survey control.
 HA0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0345.See file dsdata.txt to determine how the superseded data were derived.
 HA0345
 HA0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG286453(NAD 83)
 HA0345_MARKER: DB = BENCH MARK DISK
 HA0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0345_STAMPING: C 78 1935
 HA0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0345+STABILITY: SURFACE MOTION
 HA0345
 HA0345  HISTORY     - Date     Condition        Report By
 HA0345  HISTORY     - 1935     MONUMENTED       CGS
 HA0345
 HA0345                          STATION DESCRIPTION
 HA0345
 HA0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0345'AT HORSE BRANCH.
 HA0345'AT HORSE BRANCH, OHIO COUNTY, 4 RAILS NORTHEAST OF THE NORTHEAST
 HA0345'END OF THE ILLINOIS CENTRAL RAILROAD STATION, 46.8 FEET SOUTHEAST
 HA0345'OF THE SOUTHEAST RAIL, AT THE NORTH CORNER OF THE CROOM PASTURE,
 HA0345'48 YARDS NORTHEAST OF THE NORTHEAST SIDE OF THE DAVIS RESTAURANT,
 HA0345'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HA0345'C 78 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0119 ***********************************************************************
 HA0119  DESIGNATION -  C 79 X
 HA0119  PID         -  HA0119
 HA0119  STATE/COUNTY-  KY/HARDIN
 HA0119  USGS QUAD   -  SUMMIT (1991)
 HA0119
 HA0119                         *CURRENT SURVEY CONTROL
 HA0119  ___________________________________________________________________
 HA0119* NAD 83(1986)-  37 36 51.     (N)    086 02 04.     (W)     SCALED    
 HA0119* NAVD 88     -       225.371  (meters)     739.40   (feet)  ADJUSTED  
 HA0119  ___________________________________________________________________
 HA0119  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HA0119  DYNAMIC HT  -         225.200 (meters)     738.84  (feet)  COMP
 HA0119  MODELED GRAV-     979,865.3   (mgal)                       NAVD 88
 HA0119
 HA0119  VERT ORDER  -  SECOND    CLASS 0
 HA0119
 HA0119.The horizontal coordinates were scaled from a topographic map and have
 HA0119.an estimated accuracy of +/- 6 seconds.
 HA0119
 HA0119.The orthometric height was determined by differential leveling
 HA0119.and adjusted by the National Geodetic Survey in June 1991..
 HA0119
 HA0119.The geoid height was determined by GEOID03.
 HA0119
 HA0119.The dynamic height is computed by dividing the NAVD 88
 HA0119.geopotential number by the normal gravity value computed on the
 HA0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0119.degrees latitude (g = 980.6199 gals.).
 HA0119
 HA0119.The modeled gravity was interpolated from observed gravity values.
 HA0119
 HA0119;                    North         East    Units  Estimated Accuracy
 HA0119;SPC KY1Z     - 1,142,190.    1,474,890.      MT  (+/- 180 meters Scaled)
 HA0119
 HA0119                          SUPERSEDED SURVEY CONTROL
 HA0119
 HA0119  NGVD 29 (??/??/92)  225.484  (m)          739.78   (f) ADJ UNCH    2 0
 HA0119
 HA0119.Superseded values are not recommended for survey control.
 HA0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0119.See file dsdata.txt to determine how the superseded data were derived.
 HA0119
 HA0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG852634(NAD 83)
 HA0119_MARKER: DB = BENCH MARK DISK
 HA0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0119_STAMPING: C 79 X 1935
 HA0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0119+STABILITY: SURFACE MOTION
 HA0119
 HA0119  HISTORY     - Date     Condition        Report By
 HA0119  HISTORY     - 1935     MONUMENTED       CGS
 HA0119  HISTORY     - 1948     GOOD             USGS
 HA0119  HISTORY     - 1960     MARK NOT FOUND   NGS
 HA0119  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0119
 HA0119                          STATION DESCRIPTION
 HA0119
 HA0119'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HA0119'1.1 MI SW FROM STEPHENSBURG.
 HA0119'1.1 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0119'STATION AT STEPHENSBURG, HARDIN COUNTY, 303 FEET NORTHEAST OF A
 HA0119'ROCK CRUSHER, 42 FEET SOUTH OF THE CENTER OF THE CROSSING OF A
 HA0119'DIRT AND ROCK ROAD, 31 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HA0119'ROAD, 16.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDETRACK,
 HA0119'AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HA0119'C 79 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HA0119
 HA0119                          STATION RECOVERY (1960)
 HA0119
 HA0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HA0119'MARK NOT FOUND.
 HA0119
 HA0119                          STATION RECOVERY (1988)
 HA0119
 HA0119'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 HA0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1737 ***********************************************************************
 GC1737  DESIGNATION -  C 8
 GC1737  PID         -  GC1737
 GC1737  STATE/COUNTY-  KY/TRIGG
 GC1737  USGS QUAD   -  GRACEY (1974)
 GC1737
 GC1737                         *CURRENT SURVEY CONTROL
 GC1737  ___________________________________________________________________
 GC1737* NAD 83(1986)-  36 55 05.     (N)    087 41 03.     (W)     SCALED    
 GC1737* NAVD 88     -       164.292  (meters)     539.01   (feet)  ADJUSTED  
 GC1737  ___________________________________________________________________
 GC1737  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC1737  DYNAMIC HT  -         164.165 (meters)     538.60  (feet)  COMP
 GC1737  MODELED GRAV-     979,853.9   (mgal)                       NAVD 88
 GC1737
 GC1737  VERT ORDER  -  FIRST     CLASS II
 GC1737
 GC1737.The horizontal coordinates were scaled from a topographic map and have
 GC1737.an estimated accuracy of +/- 6 seconds.
 GC1737
 GC1737.The orthometric height was determined by differential leveling
 GC1737.and adjusted by the National Geodetic Survey in June 1991..
 GC1737
 GC1737.The geoid height was determined by GEOID03.
 GC1737
 GC1737.The dynamic height is computed by dividing the NAVD 88
 GC1737.geopotential number by the normal gravity value computed on the
 GC1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1737.degrees latitude (g = 980.6199 gals.).
 GC1737
 GC1737.The modeled gravity was interpolated from observed gravity values.
 GC1737
 GC1737;                    North         East    Units  Estimated Accuracy
 GC1737;SPC KY1Z     - 1,066,680.    1,327,660.      MT  (+/- 180 meters Scaled)
 GC1737
 GC1737                          SUPERSEDED SURVEY CONTROL
 GC1737
 GC1737  NGVD 29 (??/??/92)  164.28   (m)          539.0    (f) COMPUTED    1 2
 GC1737
 GC1737.Superseded values are not recommended for survey control.
 GC1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1737.See file dsdata.txt to determine how the superseded data were derived.
 GC1737
 GC1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF390860(NAD 83)
 GC1737_MARKER: DB = BENCH MARK DISK
 GC1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1737_STAMPING: C 8 1921
 GC1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1737+STABILITY: SURFACE MOTION
 GC1737
 GC1737  HISTORY     - Date     Condition        Report By
 GC1737  HISTORY     - 1921     MONUMENTED       CGS
 GC1737  HISTORY     - 1948     GOOD             NGS
 GC1737  HISTORY     - 1968     MARK NOT FOUND   NGS
 GC1737
 GC1737                          STATION DESCRIPTION
 GC1737
 GC1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1737'IN BUFFALO.
 GC1737'AT BUFFALO, ALONG THE ILLINOIS CENTRAL RAILROAD, 109 FEET SOUTH
 GC1737'OF THE CENTER OF THE CROSSING OF A GRAVEL ROAD, 127 FEET EAST OF
 GC1737'THE CENTER LINE OF STATE HIGHWAY 128, 47 FEET SOUTH OF THE FIRST
 GC1737'TELEPHONE POLE SOUTH OF THE CROSSING, 63 FEET NORTH OF A POWER
 GC1737'POLE, IN THE EAST EDGE OF A CULTIVATED FIELD, 26 FEET SOUTHWEST
 GC1737'OF THE SOUTHWEST RAIL, 3 FEET WEST OF AN OLD FENCE LINE, 1 FOOT
 GC1737'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 GC1737'OF THE TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC1737'ABOUT 2 INCHES.  NOTE-- ABOUT 2 MAN-HOURS WERE SPENT IN SEARCHING
 GC1737'FOR THIS MARK BUT IT WAS NOT RECOVERED.  THE AREA AT THE DESCRIBED
 GC1737'LOCATION OF THIS MARK HAS BEEN GRADED AND LEVELED.  IT IS
 GC1737'BELIEVED THAT THE MARK WAS EITHER COVERED OR DESTROYED DURING
 GC1737'THE LAND WORK.
 GC1737
 GC1737                          STATION RECOVERY (1968)
 GC1737
 GC1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC1737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0367 ***********************************************************************
 HA0367  DESIGNATION -  C 80
 HA0367  PID         -  HA0367
 HA0367  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0367  USGS QUAD   -  FORDSVILLE (1953)
 HA0367
 HA0367                         *CURRENT SURVEY CONTROL
 HA0367  ___________________________________________________________________
 HA0367* NAD 83(1986)-  37 38 16.     (N)    086 38 20.     (W)     SCALED    
 HA0367* NAVD 88     -       196.474  (meters)     644.60   (feet)  POSTED    
 HA0367  ___________________________________________________________________
 HA0367  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HA0367  DYNAMIC HT  -         196.330 (meters)     644.13  (feet)  COMP
 HA0367  MODELED GRAV-     979,902.2   (mgal)                       NAVD 88
 HA0367
 HA0367  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HA0367
 HA0367.The horizontal coordinates were scaled from a topographic map and have
 HA0367.an estimated accuracy of +/- 6 seconds.
 HA0367
 HA0367.The orthometric height was determined by differential leveling
 HA0367.and adjusted by the National Geodetic Survey in 1992..
 HA0367.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HA0367.rate of 4.1 thru 8.0 mm/km.
 HA0367
 HA0367.The geoid height was determined by GEOID03.
 HA0367
 HA0367.The dynamic height is computed by dividing the NAVD 88
 HA0367.geopotential number by the normal gravity value computed on the
 HA0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0367.degrees latitude (g = 980.6199 gals.).
 HA0367
 HA0367.The modeled gravity was interpolated from observed gravity values.
 HA0367
 HA0367;                    North         East    Units  Estimated Accuracy
 HA0367;SPC KY1Z     - 1,145,140.    1,421,550.      MT  (+/- 180 meters Scaled)
 HA0367
 HA0367                          SUPERSEDED SURVEY CONTROL
 HA0367
 HA0367  NGVD 29 (??/??/92)  196.585  (m)          644.96   (f) ADJ UNCH    2 0
 HA0367
 HA0367.Superseded values are not recommended for survey control.
 HA0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0367.See file dsdata.txt to determine how the superseded data were derived.
 HA0367
 HA0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG318656(NAD 83)
 HA0367_MARKER: DB = BENCH MARK DISK
 HA0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0367_STAMPING: C 80 1935
 HA0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0367+STABILITY: SURFACE MOTION
 HA0367
 HA0367  HISTORY     - Date     Condition        Report By
 HA0367  HISTORY     - 1935     MONUMENTED       CGS
 HA0367
 HA0367                          STATION DESCRIPTION
 HA0367
 HA0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0367'AT ASKINS.
 HA0367'AT ASKINS, BRECKINRIDGE COUNTY, ON THE ABANDONED LOUISVILLE AND
 HA0367'NASHVILLE RAILROAD, 51 FEET SOUTH OF THE ROADBED, 3 FEET NORTH OF
 HA0367'THE FENCE, AND ABOUT 3 FEET HIGHER THAN THE ROADBED.  A STANDARD
 HA0367'DISK, STAMPED C 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0012 ***********************************************************************
 HA0012  DESIGNATION -  C 81
 HA0012  PID         -  HA0012
 HA0012  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0012  USGS QUAD   -  IRVINGTON (1953)
 HA0012
 HA0012                         *CURRENT SURVEY CONTROL
 HA0012  ___________________________________________________________________
 HA0012* NAD 83(1986)-  37 53 03.     (N)    086 17 20.     (W)     SCALED    
 HA0012* NAVD 88     -       183.086  (meters)     600.67   (feet)  ADJUSTED  
 HA0012  ___________________________________________________________________
 HA0012  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HA0012  DYNAMIC HT  -         182.954 (meters)     600.24  (feet)  COMP
 HA0012  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 HA0012
 HA0012  VERT ORDER  -  SECOND    CLASS 0
 HA0012
 HA0012.The horizontal coordinates were scaled from a topographic map and have
 HA0012.an estimated accuracy of +/- 6 seconds.
 HA0012
 HA0012.The orthometric height was determined by differential leveling
 HA0012.and adjusted by the National Geodetic Survey in June 1991..
 HA0012
 HA0012.The geoid height was determined by GEOID03.
 HA0012
 HA0012.The dynamic height is computed by dividing the NAVD 88
 HA0012.geopotential number by the normal gravity value computed on the
 HA0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0012.degrees latitude (g = 980.6199 gals.).
 HA0012
 HA0012.The modeled gravity was interpolated from observed gravity values.
 HA0012
 HA0012;                    North         East    Units  Estimated Accuracy
 HA0012;SPC KY1Z     - 1,172,250.    1,452,600.      MT  (+/- 180 meters Scaled)
 HA0012
 HA0012                          SUPERSEDED SURVEY CONTROL
 HA0012
 HA0012  NGVD 29 (??/??/92)  183.195  (m)          601.03   (f) ADJ UNCH    2 0
 HA0012
 HA0012.Superseded values are not recommended for survey control.
 HA0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0012.See file dsdata.txt to determine how the superseded data were derived.
 HA0012
 HA0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG625932(NAD 83)
 HA0012_MARKER: DB = BENCH MARK DISK
 HA0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0012_STAMPING: C 81 1935
 HA0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0012+STABILITY: SURFACE MOTION
 HA0012
 HA0012  HISTORY     - Date     Condition        Report By
 HA0012  HISTORY     - 1935     MONUMENTED       CGS
 HA0012  HISTORY     - 1954     GOOD             NGS
 HA0012
 HA0012                          STATION DESCRIPTION
 HA0012
 HA0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HA0012'0.3 MI W FROM IRVINGTON.
 HA0012'ABOUT 0.3 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0012'FROM THE STATION AT IRVINGTON, ABOUT 250 YARDS WEST OF MILE POST
 HA0012'L 49, 19.8 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, 73 FEET EAST
 HA0012'OF SOUTHEAST CORNER OF BLOCK SIGNAL, 20 1/2 FEET EAST OF SOUTHEAST
 HA0012'CORNER OF A TELEPHONE BOOTH, 70 1/2 FEET SOUTHEAST AND ACROSS
 HA0012'TRACK FROM TELEPHONE POLE NO. 49-5, 53 1/2 FEET SOUTH-SOUTHEAST
 HA0012'AND ACROSS TRACK FROM THE SOUTHEAST CORNER OF A SMALL METAL HOUSE
 HA0012'FOR AUTOMATIC SIGNAL, 189 FEET WEST OF WEST CORNER OF TIN
 HA0012'BUILDING OF GULF OIL COMPANY BULK PLANT, 1 FOOT WEST OF A WHITE
 HA0012'WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET
 HA0012'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0807 ***********************************************************************
 HY0807  DESIGNATION -  C 84
 HY0807  PID         -  HY0807
 HY0807  STATE/COUNTY-  KY/BOYD
 HY0807  USGS QUAD   -  CATLETTSBURG (1985)
 HY0807
 HY0807                         *CURRENT SURVEY CONTROL
 HY0807  ___________________________________________________________________
 HY0807* NAD 83(1986)-  38 24 56.     (N)    082 35 54.     (W)     SCALED    
 HY0807* NAVD 88     -       166.982  (meters)     547.84   (feet)  ADJUSTED  
 HY0807  ___________________________________________________________________
 HY0807  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY0807  DYNAMIC HT  -         166.870 (meters)     547.47  (feet)  COMP
 HY0807  MODELED GRAV-     979,954.5   (mgal)                       NAVD 88
 HY0807
 HY0807  VERT ORDER  -  FIRST     CLASS II
 HY0807
 HY0807.The horizontal coordinates were scaled from a topographic map and have
 HY0807.an estimated accuracy of +/- 6 seconds.
 HY0807
 HY0807.The orthometric height was determined by differential leveling
 HY0807.and adjusted by the National Geodetic Survey in June 1991..
 HY0807.WARNING-Repeat measurements at this control monument indicate possible
 HY0807.vertical movement.
 HY0807
 HY0807.The geoid height was determined by GEOID03.
 HY0807
 HY0807.The dynamic height is computed by dividing the NAVD 88
 HY0807.geopotential number by the normal gravity value computed on the
 HY0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0807.degrees latitude (g = 980.6199 gals.).
 HY0807
 HY0807.The modeled gravity was interpolated from observed gravity values.
 HY0807
 HY0807;                    North         East    Units  Estimated Accuracy
 HY0807;SPC KY1Z     - 1,235,740.    1,775,180.      MT  (+/- 180 meters Scaled)
 HY0807
 HY0807                          SUPERSEDED SURVEY CONTROL
 HY0807
 HY0807  NGVD 29 (??/??/92)  167.145  (m)          548.37   (f) ADJ UNCH    1 2
 HY0807
 HY0807.Superseded values are not recommended for survey control.
 HY0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0807.See file dsdata.txt to determine how the superseded data were derived.
 HY0807
 HY0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC604531(NAD 83)
 HY0807_MARKER: DB = BENCH MARK DISK
 HY0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0807_STAMPING: 548.513 C 84 1935
 HY0807_MARK LOGO: CGS   
 HY0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0807+STABILITY: SURFACE MOTION
 HY0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0807+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2000
 HY0807
 HY0807  HISTORY     - Date     Condition        Report By
 HY0807  HISTORY     - 1935     MONUMENTED       CGS
 HY0807  HISTORY     - 1956     GOOD             NGS
 HY0807  HISTORY     - 1984     GOOD             KYDT
 HY0807  HISTORY     - 1984     GOOD             NGS
 HY0807  HISTORY     - 20000425 GOOD             KYDT
 HY0807
 HY0807                          STATION DESCRIPTION
 HY0807
 HY0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0807'AT CATLETTSBURG.
 HY0807'AT CATLETTSBURG, AT INTERSECTION OF 28TH STREET AND LOUISA STREET,
 HY0807'20 FEET SOUTH OF SOUTH CURB OF 28TH STREET, 24.6 FEET WEST OF WEST
 HY0807'CURB OF LOUISA STREET, IN COURT HOUSE YARD AND 2 FEET EAST OF
 HY0807'CENTER OF JUDGE JOHN M. ELLIOT MEMORIAL STATUE, 39 FEET NORTHEAST
 HY0807'OF NORTHEAST CORNER OF COURT HOUSE BUILDING AND SET IN THE TOP
 HY0807'OF A CONCRETE POST PROJECTING 11 INCHES.
 HY0807
 HY0807                          STATION RECOVERY (1984)
 HY0807
 HY0807'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 HY0807'RECOVERED IN GOOD CONDITION.
 HY0807
 HY0807                          STATION RECOVERY (1984)
 HY0807
 HY0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0807'RECOVERED IN GOOD CONDITION.
 HY0807
 HY0807                          STATION RECOVERY (2000)
 HY0807
 HY0807'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0847 ***********************************************************************
 HY0847  DESIGNATION -  C 85
 HY0847  PID         -  HY0847
 HY0847  STATE/COUNTY-  KY/LAWRENCE
 HY0847  USGS QUAD   -  LOUISA (1993)
 HY0847
 HY0847                         *CURRENT SURVEY CONTROL
 HY0847  ___________________________________________________________________
 HY0847* NAD 83(1986)-  38 00 52.     (N)    082 37 17.     (W)     SCALED    
 HY0847* NAVD 88     -       178.835  (meters)     586.73   (feet)  ADJUSTED  
 HY0847  ___________________________________________________________________
 HY0847  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY0847  DYNAMIC HT  -         178.708 (meters)     586.31  (feet)  COMP
 HY0847  MODELED GRAV-     979,915.2   (mgal)                       NAVD 88
 HY0847
 HY0847  VERT ORDER  -  SECOND    CLASS 0
 HY0847
 HY0847.The horizontal coordinates were scaled from a topographic map and have
 HY0847.an estimated accuracy of +/- 6 seconds.
 HY0847
 HY0847.The orthometric height was determined by differential leveling
 HY0847.and adjusted by the National Geodetic Survey in June 1991..
 HY0847
 HY0847.The geoid height was determined by GEOID03.
 HY0847
 HY0847.The dynamic height is computed by dividing the NAVD 88
 HY0847.geopotential number by the normal gravity value computed on the
 HY0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0847.degrees latitude (g = 980.6199 gals.).
 HY0847
 HY0847.The modeled gravity was interpolated from observed gravity values.
 HY0847
 HY0847;                    North         East    Units  Estimated Accuracy
 HY0847;SPC KY1Z     - 1,191,180.    1,774,660.      MT  (+/- 180 meters Scaled)
 HY0847
 HY0847                          SUPERSEDED SURVEY CONTROL
 HY0847
 HY0847  NGVD 29 (??/??/92)  179.053  (m)          587.44   (f) ADJ UNCH    2 0
 HY0847
 HY0847.Superseded values are not recommended for survey control.
 HY0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0847.See file dsdata.txt to determine how the superseded data were derived.
 HY0847
 HY0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC576086(NAD 83)
 HY0847_MARKER: DB = BENCH MARK DISK
 HY0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0847_STAMPING: C 85 1935 587.443
 HY0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0847+STABILITY: SURFACE MOTION
 HY0847
 HY0847  HISTORY     - Date     Condition        Report By
 HY0847  HISTORY     - 1935     MONUMENTED       CGS
 HY0847  HISTORY     - 1955     GOOD             NGS
 HY0847
 HY0847                          STATION DESCRIPTION
 HY0847
 HY0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0847'0.6 MI S FROM CHAPMAN.
 HY0847'0.6 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 HY0847'THE STATION AT CHAPMAN, ON THE OUTSIDE OF A LONG CURVE IN THE
 HY0847'TRACK WITH TANGENTS EXTENDING WEST AND NORTH, AT A ROAD CROSSING,
 HY0847'67 FEET SOUTH OF THE CENTER OF THE CROSSING, 30 FEET SOUTHWEST OF
 HY0847'THE CENTER OF THE ROAD, 23.5 FEET SOUTHEAST OF THE SOUTHEAST
 HY0847'RAIL, 38.5 FEET NORTHWEST OF THE NORTH CORNER OF A 2-STORY HOUSE,
 HY0847'6 FEET EAST OF THE NORTH CORNER OF THE STEEL YARD FENCE, 2.5 FEET
 HY0847'NORTHEAST OF THE FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 HY0847'PROJECTING 2 INCHES, ABOUT 3 FEET BELOW LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1334 ***********************************************************************
 GY1334  DESIGNATION -  C 86
 GY1334  PID         -  GY1334
 GY1334  STATE/COUNTY-  KY/FLOYD
 GY1334  USGS QUAD   -  PRESTONSBURG (1992)
 GY1334
 GY1334                         *CURRENT SURVEY CONTROL
 GY1334  ___________________________________________________________________
 GY1334* NAD 83(1986)-  37 43 48.     (N)    082 45 42.     (W)     SCALED    
 GY1334* NAVD 88     -       191.399  (meters)     627.95   (feet)  ADJUSTED  
 GY1334  ___________________________________________________________________
 GY1334  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GY1334  DYNAMIC HT  -         191.256 (meters)     627.48  (feet)  COMP
 GY1334  MODELED GRAV-     979,874.9   (mgal)                       NAVD 88
 GY1334
 GY1334  VERT ORDER  -  SECOND    CLASS 0
 GY1334
 GY1334.The horizontal coordinates were scaled from a topographic map and have
 GY1334.an estimated accuracy of +/- 6 seconds.
 GY1334
 GY1334.The orthometric height was determined by differential leveling
 GY1334.and adjusted by the National Geodetic Survey in June 1991..
 GY1334.WARNING-Repeat measurements at this control monument indicate possible
 GY1334.vertical movement.
 GY1334
 GY1334.The geoid height was determined by GEOID03.
 GY1334
 GY1334.The dynamic height is computed by dividing the NAVD 88
 GY1334.geopotential number by the normal gravity value computed on the
 GY1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1334.degrees latitude (g = 980.6199 gals.).
 GY1334
 GY1334.The modeled gravity was interpolated from observed gravity values.
 GY1334
 GY1334;                    North         East    Units  Estimated Accuracy
 GY1334;SPC KY1Z     - 1,159,220.    1,763,360.      MT  (+/- 180 meters Scaled)
 GY1334
 GY1334                          SUPERSEDED SURVEY CONTROL
 GY1334
 GY1334  NGVD 29 (??/??/92)  191.603  (m)          628.62   (f) ADJ UNCH    2 0
 GY1334
 GY1334.Superseded values are not recommended for survey control.
 GY1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1334.See file dsdata.txt to determine how the superseded data were derived.
 GY1334
 GY1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB447773(NAD 83)
 GY1334_MARKER: DB = BENCH MARK DISK
 GY1334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1334_SP_SET: BRIDGE ABUTMENT
 GY1334_STAMPING: C 85 1935 628.618
 GY1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1334
 GY1334  HISTORY     - Date     Condition        Report By
 GY1334  HISTORY     - 1935     MONUMENTED       CGS
 GY1334  HISTORY     - 1956     POOR             NGS
 GY1334  HISTORY     - 20030813 MARK NOT FOUND   KYDT
 GY1334
 GY1334                          STATION DESCRIPTION
 GY1334
 GY1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1334'0.8 MI SW FROM AUXIER.
 GY1334'0.8 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 GY1334'THE STATION AT AUXIER, IN THE TOP OF THE SOUTH END OF THE WEST
 GY1334'ABUTMENT OF RAILROAD BRIDGE NO. 682, 22 FEET SOUTH OF THE SOUTH
 GY1334'RAIL OF THE MAIN TRACK, AND 4 FEET BELOW THE LEVEL OF TRACK.
 GY1334
 GY1334                          STATION RECOVERY (2003)
 GY1334
 GY1334'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GY1334'A LARGE METAL PIPE HAS BEEN INSTALLED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0810 ***********************************************************************
 GY0810  DESIGNATION -  C 87
 GY0810  PID         -  GY0810
 GY0810  STATE/COUNTY-  KY/PIKE
 GY0810  USGS QUAD   -  PIKEVILLE (1992)
 GY0810
 GY0810                         *CURRENT SURVEY CONTROL
 GY0810  ___________________________________________________________________
 GY0810* NAD 83(1986)-  37 27 49.     (N)    082 31 32.     (W)     SCALED    
 GY0810* NAVD 88     -       208.327  (meters)     683.49   (feet)  ADJUSTED  
 GY0810  ___________________________________________________________________
 GY0810  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GY0810  DYNAMIC HT  -         208.168 (meters)     682.96  (feet)  COMP
 GY0810  MODELED GRAV-     979,861.8   (mgal)                       NAVD 88
 GY0810
 GY0810  VERT ORDER  -  SECOND    CLASS 0
 GY0810
 GY0810.The horizontal coordinates were scaled from a topographic map and have
 GY0810.an estimated accuracy of +/- 6 seconds.
 GY0810
 GY0810.The orthometric height was determined by differential leveling
 GY0810.and adjusted by the National Geodetic Survey in June 1991..
 GY0810
 GY0810.The geoid height was determined by GEOID03.
 GY0810
 GY0810.The dynamic height is computed by dividing the NAVD 88
 GY0810.geopotential number by the normal gravity value computed on the
 GY0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0810.degrees latitude (g = 980.6199 gals.).
 GY0810
 GY0810.The modeled gravity was interpolated from observed gravity values.
 GY0810
 GY0810;                    North         East    Units  Estimated Accuracy
 GY0810;SPC KY1Z     - 1,130,370.    1,785,190.      MT  (+/- 180 meters Scaled)
 GY0810
 GY0810                          SUPERSEDED SURVEY CONTROL
 GY0810
 GY0810  NGVD 29 (??/??/92)  208.524  (m)          684.13   (f) ADJ UNCH    2 0
 GY0810
 GY0810.Superseded values are not recommended for survey control.
 GY0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0810.See file dsdata.txt to determine how the superseded data were derived.
 GY0810
 GY0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB650473(NAD 83)
 GY0810_MARKER: DB = BENCH MARK DISK
 GY0810_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0810_SP_SET: ABUTMENT
 GY0810_STAMPING: C 87 1935 684.146
 GY0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0810
 GY0810  HISTORY     - Date     Condition        Report By
 GY0810  HISTORY     - 1935     MONUMENTED       CGS
 GY0810  HISTORY     - 1956     GOOD             NGS
 GY0810
 GY0810                          STATION DESCRIPTION
 GY0810
 GY0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0810'2.2 MI S FROM PIKEVILLE.
 GY0810'2.2 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY0810'STATION AT PIKEVILLE, 275 YARDS WEST OF MILEPOST 107, 155 YARDS
 GY0810'WEST OF THE STATION SIGN AT TITAN SIDING, IN THE TOP OF THE NORTH
 GY0810'END OF THE WEST STONE ABUTMENT OF BRIDGE NO. 106.9, OVER ISLAND
 GY0810'CREEK, 8.5 FEET NORTH OF THE NORTH RAIL, 1.5 FEET BELOW THE LEVEL
 GY0810'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2064 ***********************************************************************
 GY2064  DESIGNATION -  C 88
 GY2064  PID         -  GY2064
 GY2064  STATE/COUNTY-  KY/KNOTT
 GY2064  USGS QUAD   -  CARRIE (1992)
 GY2064
 GY2064                         *CURRENT SURVEY CONTROL
 GY2064  ___________________________________________________________________
 GY2064* NAD 83(1986)-  37 20 30.     (N)    083 03 03.     (W)     SCALED    
 GY2064* NAVD 88     -       293.308  (meters)     962.29   (feet)  ADJUSTED  
 GY2064  ___________________________________________________________________
 GY2064  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GY2064  DYNAMIC HT  -         293.074 (meters)     961.53  (feet)  COMP
 GY2064  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 GY2064
 GY2064  VERT ORDER  -  SECOND    CLASS 0
 GY2064
 GY2064.The horizontal coordinates were scaled from a topographic map and have
 GY2064.an estimated accuracy of +/- 6 seconds.
 GY2064
 GY2064.The orthometric height was determined by differential leveling
 GY2064.and adjusted by the National Geodetic Survey in June 1991..
 GY2064
 GY2064.The geoid height was determined by GEOID03.
 GY2064
 GY2064.The dynamic height is computed by dividing the NAVD 88
 GY2064.geopotential number by the normal gravity value computed on the
 GY2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2064.degrees latitude (g = 980.6199 gals.).
 GY2064
 GY2064.The modeled gravity was interpolated from observed gravity values.
 GY2064
 GY2064;                    North         East    Units  Estimated Accuracy
 GY2064;SPC KY1Z     - 1,115,370.    1,739,130.      MT  (+/- 180 meters Scaled)
 GY2064
 GY2064                          SUPERSEDED SURVEY CONTROL
 GY2064
 GY2064  NGVD 29 (??/??/92)  293.473  (m)          962.84   (f) ADJ UNCH    2 0
 GY2064
 GY2064.Superseded values are not recommended for survey control.
 GY2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2064.See file dsdata.txt to determine how the superseded data were derived.
 GY2064
 GY2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB183347(NAD 83)
 GY2064_MARKER: DB = BENCH MARK DISK
 GY2064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2064_SP_SET: CULVERT
 GY2064_STAMPING: C 88 1935 962.836
 GY2064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2064
 GY2064  HISTORY     - Date     Condition        Report By
 GY2064  HISTORY     - 1935     MONUMENTED       CGS
 GY2064  HISTORY     - 1956     POOR             NGS
 GY2064  HISTORY     - 19960610 POOR             KYDT
 GY2064  HISTORY     - 19960612 POOR             KYDT
 GY2064
 GY2064                          STATION DESCRIPTION
 GY2064
 GY2064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2064'6.4 MI W FROM HINDMAN.
 GY2064'6.4 MILES WEST ALONG STATE HIGHWAY 80 FROM THE COURT HOUSE AT
 GY2064'HINDMAN, 6.3 MILES EAST OF DWARF, DIRECTLY ACROSS HIGHWAY FROM
 GY2064'A HOUSE, SET IN THE WEST END OF THE SOUTH 16 FOOT HEAD WALL OF
 GY2064'A CONCRETE CULVERT, 12 FEET SOUTH OF THE CENTER LINE OF HIGHWAY,
 GY2064'AND ABOUT LEVEL WITH HIGHWAY.
 GY2064
 GY2064                          STATION RECOVERY (1996)
 GY2064
 GY2064'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2064'MARK RECOVERED IN POOR CONDITION.
 GY2064
 GY2064                          STATION RECOVERY (1996)
 GY2064
 GY2064'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2064'KY 80 NOW KY 550, MUTILATED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1523 ***********************************************************************
 GY1523  DESIGNATION -  C 89
 GY1523  PID         -  GY1523
 GY1523  STATE/COUNTY-  KY/FLOYD
 GY1523  USGS QUAD   -  MARTIN (1992)
 GY1523
 GY1523                         *CURRENT SURVEY CONTROL
 GY1523  ___________________________________________________________________
 GY1523* NAD 83(1986)-  37 34 13.     (N)    082 45 28.     (W)     SCALED    
 GY1523* NAVD 88     -       200.967  (meters)     659.34   (feet)  ADJUSTED  
 GY1523  ___________________________________________________________________
 GY1523  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GY1523  DYNAMIC HT  -         200.812 (meters)     658.83  (feet)  COMP
 GY1523  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 GY1523
 GY1523  VERT ORDER  -  SECOND    CLASS 0
 GY1523
 GY1523.The horizontal coordinates were scaled from a topographic map and have
 GY1523.an estimated accuracy of +/- 6 seconds.
 GY1523
 GY1523.The orthometric height was determined by differential leveling
 GY1523.and adjusted by the National Geodetic Survey in June 1991..
 GY1523
 GY1523.The geoid height was determined by GEOID03.
 GY1523
 GY1523.The dynamic height is computed by dividing the NAVD 88
 GY1523.geopotential number by the normal gravity value computed on the
 GY1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1523.degrees latitude (g = 980.6199 gals.).
 GY1523
 GY1523.The modeled gravity was interpolated from observed gravity values.
 GY1523
 GY1523;                    North         East    Units  Estimated Accuracy
 GY1523;SPC KY1Z     - 1,141,520.    1,764,270.      MT  (+/- 180 meters Scaled)
 GY1523
 GY1523                          SUPERSEDED SURVEY CONTROL
 GY1523
 GY1523  NGVD 29 (??/??/92)  201.157  (m)          659.96   (f) ADJ UNCH    2 0
 GY1523
 GY1523.Superseded values are not recommended for survey control.
 GY1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1523.See file dsdata.txt to determine how the superseded data were derived.
 GY1523
 GY1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB447595(NAD 83)
 GY1523_MARKER: DB = BENCH MARK DISK
 GY1523_SETTING: 66 = SET IN ROCK OUTCROP
 GY1523_SP_SET: ROCK LEDGE
 GY1523_STAMPING: C 89 1935 659.963
 GY1523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1523+STABILITY: POSITION/ELEVATION WELL
 GY1523
 GY1523  HISTORY     - Date     Condition        Report By
 GY1523  HISTORY     - 1935     MONUMENTED       CGS
 GY1523  HISTORY     - 1952     GOOD             NGS
 GY1523  HISTORY     - 1956     GOOD             NGS
 GY1523
 GY1523                          STATION DESCRIPTION
 GY1523
 GY1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY1523'AT MARTIN.
 GY1523'AT MARTIN, ABOUT 0.2 MILE SOUTHWEST ALONG THE CHESAPEAKE AND
 GY1523'OHIO RAILWAY FROM THE STATION, SET VERTICALLY IN FACE OF A
 GY1523'SANDSTONE LEDGE ON NORTHWEST SIDE OF A DIRT ROAD, 35 1/2 FEET
 GY1523'NORTHWEST AND ACROSS DIRT ROAD FROM THE NORTHWEST RAIL, ABOUT
 GY1523'110 YARDS SOUTHWEST OF SIGN POST MARTIN JUNCTION, 188 FEET
 GY1523'SOUTHWEST OF MILE POST BJ 5, 54 FEET NORTH OF CENTER OF CROSSING
 GY1523'OF TRACK AND DIRT ROAD, 22 FEET EAST OF EAST CORNER OF CHURCH OF
 GY1523'CHRIST, 13 FEET NORTHWEST OF CENTER LINE OF DIRT ROAD, 4 1/2
 GY1523'FEET ABOVE GROUND AND LEVEL OF DIRT ROAD AND ABOUT 7 FEET ABOVE
 GY1523'LEVEL OF TRACK.
 GY1523
 GY1523                          STATION RECOVERY (1956)
 GY1523
 GY1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1554 ***********************************************************************
 HY1554  DESIGNATION -  C 90
 HY1554  PID         -  HY1554
 HY1554  STATE/COUNTY-  KY/ELLIOTT
 HY1554  USGS QUAD   -  SANDY HOOK (1978)
 HY1554
 HY1554                         *CURRENT SURVEY CONTROL
 HY1554  ___________________________________________________________________
 HY1554* NAD 83(1986)-  38 03 44.     (N)    083 11 13.     (W)     SCALED    
 HY1554* NAVD 88     -       235.881  (meters)     773.89   (feet)  ADJUSTED  
 HY1554  ___________________________________________________________________
 HY1554  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HY1554  DYNAMIC HT  -         235.714 (meters)     773.34  (feet)  COMP
 HY1554  MODELED GRAV-     979,916.1   (mgal)                       NAVD 88
 HY1554
 HY1554  VERT ORDER  -  SECOND    CLASS 0
 HY1554
 HY1554.The horizontal coordinates were scaled from a topographic map and have
 HY1554.an estimated accuracy of +/- 6 seconds.
 HY1554
 HY1554.The orthometric height was determined by differential leveling
 HY1554.and adjusted by the National Geodetic Survey in June 1991..
 HY1554
 HY1554.The geoid height was determined by GEOID03.
 HY1554
 HY1554.The dynamic height is computed by dividing the NAVD 88
 HY1554.geopotential number by the normal gravity value computed on the
 HY1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1554.degrees latitude (g = 980.6199 gals.).
 HY1554
 HY1554.The modeled gravity was interpolated from observed gravity values.
 HY1554
 HY1554;                    North         East    Units  Estimated Accuracy
 HY1554;SPC KY1Z     - 1,194,970.    1,724,880.      MT  (+/- 180 meters Scaled)
 HY1554
 HY1554                          SUPERSEDED SURVEY CONTROL
 HY1554
 HY1554  NGVD 29 (??/??/92)  236.050  (m)          774.44   (f) ADJ UNCH    2 0
 HY1554
 HY1554.Superseded values are not recommended for survey control.
 HY1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1554.See file dsdata.txt to determine how the superseded data were derived.
 HY1554
 HY1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC081149(NAD 83)
 HY1554_MARKER: DB = BENCH MARK DISK
 HY1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1554_STAMPING: C 90 1935 774.441
 HY1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1554+STABILITY: SURFACE MOTION
 HY1554
 HY1554  HISTORY     - Date     Condition        Report By
 HY1554  HISTORY     - 1935     MONUMENTED       CGS
 HY1554  HISTORY     - 1955     GOOD             NGS
 HY1554
 HY1554                          STATION DESCRIPTION
 HY1554
 HY1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1554'4.1 MI SW FROM SANDY HOOK.
 HY1554'4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 HY1554'IN SANDY HOOK, AT THE MILFORD WEDDINGTON ESTATE, ABOUT 300 FEET
 HY1554'NORTH OF THE HIGHWAY IN THE NORTH EDGE OF A BARN LOT, 44.8 WEST
 HY1554'NORTHWEST OF THE NORTHWEST CORNER OF BARN, 68.7 FEET NORTHWEST
 HY1554'OF THE SOUTHWEST CORNER OF BARN, 72.8 FEET EAST OF SMALL SHED,
 HY1554'3.0 FEET SOUTH OF THE PICKET FENCE ON NORTH SIDE OF LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1867 ***********************************************************************
 GY1867  DESIGNATION -  C 91
 GY1867  PID         -  GY1867
 GY1867  STATE/COUNTY-  KY/MAGOFFIN
 GY1867  USGS QUAD   -  WHITE OAK (1965)
 GY1867
 GY1867                         *CURRENT SURVEY CONTROL
 GY1867  ___________________________________________________________________
 GY1867* NAD 83(1986)-  37 46 44.     (N)    083 07 42.     (W)     SCALED    
 GY1867* NAVD 88     -       252.641  (meters)     828.87   (feet)  ADJUSTED  
 GY1867  ___________________________________________________________________
 GY1867  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GY1867  DYNAMIC HT  -         252.452 (meters)     828.25  (feet)  COMP
 GY1867  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 GY1867
 GY1867  VERT ORDER  -  SECOND    CLASS 0
 GY1867
 GY1867.The horizontal coordinates were scaled from a topographic map and have
 GY1867.an estimated accuracy of +/- 6 seconds.
 GY1867
 GY1867.The orthometric height was determined by differential leveling
 GY1867.and adjusted by the National Geodetic Survey in June 1991..
 GY1867
 GY1867.The geoid height was determined by GEOID03.
 GY1867
 GY1867.The dynamic height is computed by dividing the NAVD 88
 GY1867.geopotential number by the normal gravity value computed on the
 GY1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1867.degrees latitude (g = 980.6199 gals.).
 GY1867
 GY1867.The modeled gravity was interpolated from observed gravity values.
 GY1867
 GY1867;                    North         East    Units  Estimated Accuracy
 GY1867;SPC KY1Z     - 1,163,680.    1,730,910.      MT  (+/- 180 meters Scaled)
 GY1867
 GY1867                          SUPERSEDED SURVEY CONTROL
 GY1867
 GY1867  NGVD 29 (??/??/92)  252.833  (m)          829.50   (f) ADJ UNCH    2 0
 GY1867
 GY1867.Superseded values are not recommended for survey control.
 GY1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1867.See file dsdata.txt to determine how the superseded data were derived.
 GY1867
 GY1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB125834(NAD 83)
 GY1867_MARKER: DB = BENCH MARK DISK
 GY1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1867_STAMPING: C 91 1935
 GY1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1867+STABILITY: SURFACE MOTION
 GY1867
 GY1867  HISTORY     - Date     Condition        Report By
 GY1867  HISTORY     - 1935     MONUMENTED       CGS
 GY1867  HISTORY     - 1955     GOOD             NGS
 GY1867
 GY1867                          STATION DESCRIPTION
 GY1867
 GY1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1867'5.6 MI NW FROM SALYERSVILLE.
 GY1867'THIS SITE IS LISTED AS 1.9 MILES SOUTH OF THE POST OFFICE AT
 GY1867'EDNA, AT POINT A WIDE FILL HAS BEEN MADE, IT HAS BEEN GRAVELED
 GY1867'AND MADE INTO A PARKING AREA.  AS NEAR AS WAS POSSIBLE TO
 GY1867'LOCATE THE EXACT POINT IT WOULD APPEAR THIS MARK MUST HAVE BEEN
 GY1867'COVERED WITH THIS PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0901 ***********************************************************************
 HY0901  DESIGNATION -  C 92
 HY0901  PID         -  HY0901
 HY0901  STATE/COUNTY-  KY/LAWRENCE
 HY0901  USGS QUAD   -  MAZIE (1978)
 HY0901
 HY0901                         *CURRENT SURVEY CONTROL
 HY0901  ___________________________________________________________________
 HY0901* NAD 83(1986)-  38 00 43.     (N)    082 54 58.     (W)     SCALED    
 HY0901* NAVD 88     -       206.259  (meters)     676.70   (feet)  ADJUSTED  
 HY0901  ___________________________________________________________________
 HY0901  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HY0901  DYNAMIC HT  -         206.111 (meters)     676.22  (feet)  COMP
 HY0901  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 HY0901
 HY0901  VERT ORDER  -  SECOND    CLASS 0
 HY0901
 HY0901.The horizontal coordinates were scaled from a topographic map and have
 HY0901.an estimated accuracy of +/- 6 seconds.
 HY0901
 HY0901.The orthometric height was determined by differential leveling
 HY0901.and adjusted by the National Geodetic Survey in June 1991..
 HY0901
 HY0901.The geoid height was determined by GEOID03.
 HY0901
 HY0901.The dynamic height is computed by dividing the NAVD 88
 HY0901.geopotential number by the normal gravity value computed on the
 HY0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0901.degrees latitude (g = 980.6199 gals.).
 HY0901
 HY0901.The modeled gravity was interpolated from observed gravity values.
 HY0901
 HY0901;                    North         East    Units  Estimated Accuracy
 HY0901;SPC KY1Z     - 1,190,080.    1,748,810.      MT  (+/- 180 meters Scaled)
 HY0901
 HY0901                          SUPERSEDED SURVEY CONTROL
 HY0901
 HY0901  NGVD 29 (??/??/92)  206.457  (m)          677.35   (f) ADJ UNCH    2 0
 HY0901
 HY0901.Superseded values are not recommended for survey control.
 HY0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0901.See file dsdata.txt to determine how the superseded data were derived.
 HY0901
 HY0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC317088(NAD 83)
 HY0901_MARKER: DB = BENCH MARK DISK
 HY0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0901_STAMPING: C 92 1935 677.351
 HY0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0901+STABILITY: SURFACE MOTION
 HY0901
 HY0901  HISTORY     - Date     Condition        Report By
 HY0901  HISTORY     - 1935     MONUMENTED       CGS
 HY0901  HISTORY     - 1955     GOOD             NGS
 HY0901  HISTORY     - 19960606 GOOD             WOOLPT
 HY0901
 HY0901                          STATION DESCRIPTION
 HY0901
 HY0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0901'5 MI W FROM BLAINE.
 HY0901'5.05 MILES WEST ALONG STATE HIGHWAY 32 FROM THE BANK AT BLAINE,
 HY0901'0.25 MILE WEST OF THE SCHOOL AT MARTHA, AT A TWO STORY FARMHOUSE,
 HY0901'115 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 52 FEET WEST
 HY0901'OF THE WEST CORNER OF THE HOUSE, 18 FEET SOUTH OF AN 18-INCH
 HY0901'APPLE TREE, 4 FEET SOUTH OF THE SOUTH YARD FENCE, AND ABOUT 4
 HY0901'FEET BELOW THE LEVEL OF HIGHWAY.
 HY0901
 HY0901                          STATION RECOVERY (1996)
 HY0901
 HY0901'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996
 HY0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2707 ***********************************************************************
 GZ2707  DESIGNATION -  CABIN
 GZ2707  PID         -  GZ2707
 GZ2707  STATE/COUNTY-  KY/MARION
 GZ2707  USGS QUAD   -  BRADFORDSVILLE (1952)
 GZ2707
 GZ2707                         *CURRENT SURVEY CONTROL
 GZ2707  ___________________________________________________________________
 GZ2707* NAD 83(1993)-  37 27 54.02194(N)    085 10 42.53254(W)     ADJUSTED  
 GZ2707* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 GZ2707  ___________________________________________________________________
 GZ2707  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 GZ2707  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 GZ2707
 GZ2707  HORZ ORDER  -  THIRD
 GZ2707
 GZ2707.The horizontal coordinates were established by classical geodetic methods
 GZ2707.and adjusted by the National Geodetic Survey in December 1995..
 GZ2707
 GZ2707.The orthometric height was scaled from a topographic map.
 GZ2707
 GZ2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2707
 GZ2707.The geoid height was determined by GEOID03.
 GZ2707
 GZ2707;                    North         East     Units Scale Factor Converg.
 GZ2707;SPC KY1Z     - 1,125,751.239 1,550,556.546   MT  0.99993057   +0 21 03.2
 GZ2707;SPC KY1Z     - 3,693,402.19  5,087,117.60   sFT  0.99993057   +0 21 03.2
 GZ2707;SPC KY S     -   625,739.931   550,557.435   MT  0.99994800   +0 20 47.8
 GZ2707;SPC KY S     - 2,052,948.42  1,806,287.18   sFT  0.99994800   +0 20 47.8
 GZ2707;UTM  16      - 4,148,016.883   661,086.407   MT  0.99991964   +1 06 29.6
 GZ2707
 GZ2707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2707!SPC KY1Z     -   0.99995164  x   0.99993057  =   0.99988221
 GZ2707!SPC KY S     -   0.99995164  x   0.99994800  =   0.99989964
 GZ2707!UTM  16      -   0.99995164  x   0.99991964  =   0.99987128
 GZ2707
 GZ2707:                Primary Azimuth Mark                     Grid Az
 GZ2707:SPC KY1Z     -  CABIN AZ MK                              021 13 20.9
 GZ2707:SPC KY S     -  CABIN AZ MK                              021 13 36.3
 GZ2707:UTM  16      -  CABIN AZ MK                              020 27 54.5
 GZ2707
 GZ2707|---------------------------------------------------------------------|
 GZ2707| PID    Reference Object                     Distance      Geod. Az  |
 GZ2707|                                                           dddmmss.s |
 GZ2707| CG7341 CABIN AZ MK                                        0213424.1 |
 GZ2707| CG7342 CABIN RM 1                           15.524 METERS 11739     |
 GZ2707| CG7343 CABIN RM 2                            5.791 METERS 20626     |
 GZ2707|---------------------------------------------------------------------|
 GZ2707
 GZ2707                          SUPERSEDED SURVEY CONTROL
 GZ2707
 GZ2707  NAD 83(1986)-  37 27 54.03047(N)    085 10 42.54047(W) AD(       ) 3
 GZ2707  NAD 27      -  37 27 53.78700(N)    085 10 42.68300(W) AD(       ) 3
 GZ2707
 GZ2707.Superseded values are not recommended for survey control.
 GZ2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2707.See file dsdata.txt to determine how the superseded data were derived.
 GZ2707
 GZ2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG6108648017(NAD 83)
 GZ2707_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ2707_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GZ2707_SP_SET: PREFABRICATED CONCRETE POST
 GZ2707
 GZ2707  HISTORY     - Date     Condition        Report By
 GZ2707  HISTORY     - 1951     MONUMENTED       CGS
 GZ2707
 GZ2707                          STATION DESCRIPTION
 GZ2707
 GZ2707'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2707'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF LEBANON, 7 MILES NORTH
 GZ2707'OF MANNSVILLE AND 3 MILES SOUTHWEST OF BRADFORDSVILLE ON
 GZ2707'TOP OF A ROUND KNOLL WHICH IS ON A LONG RIDGE. IT IS 7 FEET NORTHWEST
 GZ2707'OF A WHITE WITNESS POST AND 6 FEET EAST OF A 10-INCH TRIANGLE
 GZ2707'BLAZED OAK TREE. THE MARK IS A 6-INCH CAST IRON PIPE FILLED WITH
 GZ2707'CONCRETE WHICH PROJECTS ABOUT 4 INCHES AND THE DISK CEMENTED IN TOP
 GZ2707'OF PIPE IS STAMPED CABIN 1951.
 GZ2707'
 GZ2707'REFERENCE MARK NO.1 IS 1 FOOT NORTH OF AN 8-INCH OAK TREE. THE DISK
 GZ2707'IS SET FLUSH IN AN 18-INCH BOULDER WHICH PROJECTS ABOUT 2 INCHES
 GZ2707'AND IS STAMPED CABIN NO 1 1951.
 GZ2707'
 GZ2707'REFERENCE MARK NO.2 IS 8 FEET SOUTHEAST OF A TWIN OAK TREE. THE MARK
 GZ2707'IS A 4-INCH CAST IRON PIPE FILLED WITH CONCRETE WHICH PROJECTS
 GZ2707'ABOUT 6 INCHES AND THE DISK CEMENTED IN TOP OF PIPE IS STAMPED CABIN
 GZ2707'NO 2 1951.
 GZ2707'
 GZ2707'AZIMUTH MARK IS 25 FEET SOUTH OF A 12-INCH LOCUST TREE, 10 FEET SOUTH
 GZ2707'OF CENTER OF A GATE, 4 FEET SOUTH OF A WHITE WITNESS POST AND 1
 GZ2707'FOOT WEST OF A FENCE LINE. THE MARK IS FLUSH WITH THE GROUND AND THE
 GZ2707'DISK IS STAMPED CABIN 1951.
 GZ2707'
 GZ2707'TO REACH STATION FROM THE CROSSROADS IN BRADFORDSVILLE, GO NORTHWEST
 GZ2707'ON STATE HIGHWAY 49 FOR 1.3 MILES TO THE JUNCTION OF STATE HIGHWAY
 GZ2707'337, TURN SOUTH ON HIGHWAY 337 AND GO SOUTH AND WEST FOR 0.9 MILE TO
 GZ2707'A GRAVEL ROAD RIGHT, TURN RIGHT AND FOLLOW GRAVEL ROAD FOR 0.9
 GZ2707'MILE TO A FARM HOUSE ON LEFT, CONTINUE AHEAD ON MAIN GRAVEL ROAD
 GZ2707'WINDING AROUND FARM HOUSE FOR 0.3 MILE TO THE AZIMUTH MARK ON
 GZ2707'LEFT AS DESCRIBED, CONTINUE AHEAD ON MAIN FARM ROAD ACROSS SMALL
 GZ2707'CREEK BED TO GATE, PASS THROUGH GATE AND FOLLOW MAIN WOODS ROAD FOR
 GZ2707'0.1 MILE TO WHERE ROAD CROSSES CREEK, CROSS CREEK AND GO ABOUT 100
 GZ2707'YARDS TO FORK IN ROAD, TURN SHARP LEFT AND FOLLOW WOODS ROAD FOR 0.2
 GZ2707'MILE TO ANOTHER ROAD FORK, TURN LEFT, DOWNNHILL AND FOLLOW DIM TRACK
 GZ2707'ROAD FOR 0.1 MILE TO A LOW SADDLE ON TOP OF RIDGE AND END OF TRUCK
 GZ2707'TRAVEL. FROM HERE PACK NORTHWEST UP RIDGE TO TOP OF KNOLL AND STATION
 GZ2707'AS DESCRIBED. THIS IS APPROXIMATELY 1/2 MILE - 10 MINUTE PACK.
 GZ2707'
 GZ2707'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2964 ***********************************************************************
 GZ2964  DESIGNATION -  CABLE
 GZ2964  PID         -  GZ2964
 GZ2964  STATE/COUNTY-  KY/ROCKCASTLE
 GZ2964  USGS QUAD   -  MARETBURG (1979)
 GZ2964
 GZ2964                         *CURRENT SURVEY CONTROL
 GZ2964  ___________________________________________________________________
 GZ2964* NAD 83(1993)-  37 20 02.86518(N)    084 25 51.26013(W)     ADJUSTED  
 GZ2964* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 GZ2964  ___________________________________________________________________
 GZ2964  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 GZ2964  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GZ2964
 GZ2964  HORZ ORDER  -  FIRST
 GZ2964
 GZ2964.The horizontal coordinates were established by classical geodetic methods
 GZ2964.and adjusted by the National Geodetic Survey in December 1995..
 GZ2964
 GZ2964.The orthometric height was scaled from a topographic map.
 GZ2964
 GZ2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2964
 GZ2964.The geoid height was determined by GEOID03.
 GZ2964
 GZ2964;                    North         East     Units Scale Factor Converg.
 GZ2964;SPC KY1Z     - 1,111,898.042 1,616,889.228   MT  0.99994944   +0 48 35.5
 GZ2964;SPC KY1Z     - 3,647,952.16  5,304,744.08   sFT  0.99994944   +0 48 35.5
 GZ2964;SPC KY S     -   611,878.433   616,888.851   MT  0.99994540   +0 47 59.9
 GZ2964;SPC KY S     - 2,007,471.16  2,023,909.51   sFT  0.99994540   +0 47 59.9
 GZ2964;UTM  16      - 4,135,035.290   727,604.154   MT  1.00023817   +1 33 31.4
 GZ2964
 GZ2964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2964!SPC KY1Z     -   0.99993045  x   0.99994944  =   0.99987989
 GZ2964!SPC KY S     -   0.99993045  x   0.99994540  =   0.99987585
 GZ2964!UTM  16      -   0.99993045  x   1.00023817  =   1.00016860
 GZ2964
 GZ2964:                Primary Azimuth Mark                     Grid Az
 GZ2964:SPC KY1Z     -  LINVILLE KNOB                            034 46 23.3
 GZ2964:SPC KY S     -  LINVILLE KNOB                            034 46 58.9
 GZ2964:UTM  16      -  LINVILLE KNOB                            034 01 27.4
 GZ2964
 GZ2964|---------------------------------------------------------------------|
 GZ2964| PID    Reference Object                     Distance      Geod. Az  |
 GZ2964|                                                           dddmmss.s |
 GZ2964| GZ2960 LINVILLE KNOB                       APPROX.18.6 KM 0353458.8 |
 GZ2964| DB8912 CABLE RM 2                                         07033     |
 GZ2964| GZ2966 SUTTON KNOB                         APPROX. 2.0 KM 1114308.2 |
 GZ2964| DB8913 CABLE RM 3                           18.410 METERS 11434     |
 GZ2964| GZ2965 PINNACLE PEAK                       APPROX. 0.8 KM 1284937.1 |
 GZ2964| DB8911 CABLE RM 1                           15.929 METERS 25637     |
 GZ2964| GZ3013 LANCASTER MUNICIPAL TANK            APPROX.34.3 KM 3373404.7 |
 GZ2964| DB8910 CABLE AZ MK                                        3592944.2 |
 GZ2964|---------------------------------------------------------------------|
 GZ2964
 GZ2964                          SUPERSEDED SURVEY CONTROL
 GZ2964
 GZ2964  NAD 83(1986)-  37 20 02.87265(N)    084 25 51.26574(W) AD(       ) 1
 GZ2964  NAD 27      -  37 20 02.57000(N)    084 25 51.47900(W) AD(       ) 1
 GZ2964
 GZ2964.Superseded values are not recommended for survey control.
 GZ2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2964.See file dsdata.txt to determine how the superseded data were derived.
 GZ2964
 GZ2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2760435035(NAD 83)
 GZ2964_MARKER: DS = TRIANGULATION STATION DISK
 GZ2964_SETTING: 80 = SET IN A BOULDER
 GZ2964_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GZ2964
 GZ2964  HISTORY     - Date     Condition        Report By
 GZ2964  HISTORY     - 1928     MONUMENTED       CGS
 GZ2964  HISTORY     - 1928     GOOD             CGS
 GZ2964  HISTORY     - 1935     GOOD             CGS
 GZ2964  HISTORY     - 1950     GOOD             CGS
 GZ2964
 GZ2964                          STATION DESCRIPTION
 GZ2964
 GZ2964'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (HWH)
 GZ2964'STATION IS ABOUT 5 MILES, AIR LINE, SW OF MOUNT VERNON, AND THE SAME
 GZ2964'DISTANCE S OF BRODHEAD, ON THE HIGHEST AND WESTERLY ONE OF
 GZ2964'THE CABLE KNOBS.  STATION BRUSHY OF THE U.S.G.S. WAS LOCATED ON THE
 GZ2964'SAME KNOB, BUT NO TRACE OF THEIR STATION WAS FOUND.  THE MOUNTAIN
 GZ2964'IS ALSO KNOWN AS BRUSHY MOUNTAIN.
 GZ2964'
 GZ2964'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GZ2964'WEDGED IN A DRILL HOLE IN BOULDERS.
 GZ2964'
 GZ2964'THE STATION MARK IS SURROUNDED BY TREES IN ALL DIRECTIONS AND A TALL
 GZ2964'TOWER WAS BUILT.  THE MARKS ARE ALL SET IN ROCKS, FLUSH WITH
 GZ2964'THE SURFACE.
 GZ2964'
 GZ2964'REFERENCE MARK NO. 2 IS THE AZIMUTH MARK, IT IS ABOUT 150 METERS E OF
 GZ2964'THE STATION.
 GZ2964'
 GZ2964'HEIGHT OF SIGNAL ABOVE STATION MARK 15.48 METERS.
 GZ2964
 GZ2964                          STATION RECOVERY (1928)
 GZ2964
 GZ2964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (WM)
 GZ2964'STATION FOUND AS DESCRIBED IN GOOD CONDITION.
 GZ2964
 GZ2964                          STATION RECOVERY (1935)
 GZ2964
 GZ2964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GZ2964'SURFACE AND REFERENCE MARKERS IN GOOD CONDITION.
 GZ2964'
 GZ2964'TO REACH FROM MOUNT VERNON TAKE HIGHWAY 150 SW AND GO 2.5 MILES.
 GZ2964'TURN RIGHT AND GO 1.6 MILES TO SPIRO POST OFFICE.  TURN RIGHT AND
 GZ2964'GO 0.3 MILE, TURN LEFT AND GO 2.0 MILES FROM FORK OF ROAD TO POINT
 GZ2964'WHERE OLD ROCK ROAD TURNS LEFT UPHILL.  STATION IS ON HIGHEST
 GZ2964'POINT OF THIS HILL.  REMAINDER OF DESCRIPTION IS CORRECT.
 GZ2964
 GZ2964                          STATION RECOVERY (1950)
 GZ2964
 GZ2964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2964'STATION WAS RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARK NO. 1
 GZ2964'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD
 GZ2964'BEEN DESTROYED.  THE DISTANCE REFERENCE MARK NO. 1 DID NOT CHECK.
 GZ2964'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS
 GZ2964'PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GZ2964'
 GZ2964'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF MOUNT VERNON AND 5
 GZ2964'MILES SOUTH OF BRODHEAD, NEAR THE HIGHEST POINT OF THE MOST
 GZ2964'WESTERLY AND HIGHEST OF A GROUP OF HILLS KNOWN LOCALLY AS CABLE
 GZ2964'KNOBS.  IT IS ON THE PROPERTY OF AN ESTATE WHICH IS CARED FOR BY
 GZ2964'MR. JOHN ALBRIGHT WHOSE HOME IS ABOUT 0.3 MILE NORTH OF THE STATION.
 GZ2964'IT IS 20 FEET EAST OF THE HIGHEST POINT OF THE HILL, 18 FEET
 GZ2964'SOUTHEAST OF A 10 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 GZ2964'SOUTHEAST SIDE AND 4 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 GZ2964'MARK IS FLUSH AND THE DISK IS STAMPED CABLE 1928.
 GZ2964'
 GZ2964'REFERENCE MARK NO. 1 IS 52.26 FEET WEST OF THE STATION, NEAR THE TOP
 GZ2964'OF THE HILL AND IS ABOUT 2 FEET HIGHER IN ELEVATION THAN
 GZ2964'THE STATION.  THE MARK IS FLUSH AND THE DISK IS STAMPED CABLE NO 1
 GZ2964'1928.
 GZ2964'
 GZ2964'REFERENCE MARK NO. 3 IS 60.40 FEET SOUTHEAST OF THE STATION AND IS
 GZ2964'ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS 4 FEET
 GZ2964'EAST OF A 10 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE NORTHWEST
 GZ2964'SIDE.  THE MARK IS AN IRON PIPE FILLED WITH CONCRETE WHICH
 GZ2964'PROJECTS ABOUT 5 INCHES.  THE DISK IS SET IN THE TOP OF THE PIPE AND
 GZ2964'IS STAMPED CABLE NO 3 1950.
 GZ2964'
 GZ2964'THE AZIMUTH MARK IS ABOUT 0.8 MILE NORTH OF THE STATION.  IT IS 25
 GZ2964'FEET EAST OF THE CENTER OF A GRAVEL ROAD, 4 FEET SOUTH OF A
 GZ2964'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK
 GZ2964'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CABLE 1950
 GZ2964'
 GZ2964'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 150 AND STATE
 GZ2964'HIGHWAY 70 ABOUT 5 MILES NORTHWEST OF MOUNT VERNON, GO
 GZ2964'SOUTHWEST ON HIGHWAY 70 FOR 2.2 MILES TO A T ROAD LEFT AT THE BOTTOM
 GZ2964'OF A HILL, TURN LEFT ON GRAVEL ROAD FOR 0.55 MILE TO THE AZIMUTH
 GZ2964'MARK ON THE LEFT AS DESCRIBED, CONTINUE ON GRAVEL ROAD FOR 0.65 MILE
 GZ2964'TO A LANE ON THE RIGHT WHERE MAIN ROAD CURVES LEFT, TURN RIGHT ON
 GZ2964'LANE FOR 0.2 MILE TO A FORK, TURN RIGHT FOR 0.1 MILE TO HOME OF MR.
 GZ2964'ALBRIGHT, THIS IS THE END OF TRUCK TRAVEL.  FROM HERE PACK IN
 GZ2964'A SOUTHERLY DIRECTION TO TOP OF HILL AND STATION AS DESCRIBED.
 GZ2964'THIS IS ABOUT A 1/2 HOUR PACK.
 GZ2964'
 GZ2964'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2705 ***********************************************************************
 GC2705  DESIGNATION -  CAD
 GC2705  PID         -  GC2705
 GC2705  STATE/COUNTY-  KY/TRIGG
 GC2705  USGS QUAD   -  CADIZ (1982)
 GC2705
 GC2705                         *CURRENT SURVEY CONTROL
 GC2705  ___________________________________________________________________
 GC2705* NAD 83(1993)-  36 49 55.11920(N)    087 49 11.64901(W)     ADJUSTED  
 GC2705* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 GC2705  ___________________________________________________________________
 GC2705  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 GC2705  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC2705
 GC2705  HORZ ORDER  -  THIRD
 GC2705
 GC2705.The horizontal coordinates were established by classical geodetic methods
 GC2705.and adjusted by the National Geodetic Survey in December 1995..
 GC2705
 GC2705.The orthometric height was scaled from a topographic map.
 GC2705
 GC2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2705
 GC2705.The geoid height was determined by GEOID03.
 GC2705
 GC2705;                    North         East     Units Scale Factor Converg.
 GC2705;SPC KY1Z     - 1,057,391.206 1,315,352.190   MT  1.00006962   -1 16 15.0
 GC2705;SPC KY1Z     - 3,469,124.32  4,315,451.31   sFT  1.00006962   -1 16 15.0
 GC2705;SPC KY S     -   557,359.019   315,367.712   MT  0.99998356   -1 15 19.1
 GC2705;SPC KY S     - 1,828,602.05  1,034,668.90   sFT  0.99998356   -1 15 19.1
 GC2705;UTM  16      - 4,076,546.966   426,887.385   MT  0.99966585   -0 29 29.5
 GC2705
 GC2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2705!SPC KY1Z     -   0.99998042  x   1.00006962  =   1.00005004
 GC2705!SPC KY S     -   0.99998042  x   0.99998356  =   0.99996398
 GC2705!UTM  16      -   0.99998042  x   0.99966585  =   0.99964627
 GC2705
 GC2705:                Primary Azimuth Mark                     Grid Az
 GC2705:SPC KY1Z     -  CAD AZ MK                                086 18 05.7
 GC2705:SPC KY S     -  CAD AZ MK                                086 17 09.8
 GC2705:UTM  16      -  CAD AZ MK                                085 31 20.2
 GC2705
 GC2705|---------------------------------------------------------------------|
 GC2705| PID    Reference Object                     Distance      Geod. Az  |
 GC2705|                                                           dddmmss.s |
 GC2705| CG5001 CAD AZ MK                                          0850150.7 |
 GC2705| CG5002 CAD RM 1                             26.872 METERS 09530     |
 GC2705| GC2704 BM 82 JWM                            28.665 METERS 32839     |
 GC2705|---------------------------------------------------------------------|
 GC2705
 GC2705                          SUPERSEDED SURVEY CONTROL
 GC2705
 GC2705  NAD 83(1986)-  36 49 55.12800(N)    087 49 11.65185(W) AD(       ) 3
 GC2705  NAD 27      -  36 49 54.94600(N)    087 49 11.59300(W) AD(       ) 3
 GC2705
 GC2705.Superseded values are not recommended for survey control.
 GC2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2705.See file dsdata.txt to determine how the superseded data were derived.
 GC2705
 GC2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2688776547(NAD 83)
 GC2705_MARKER: DS = TRIANGULATION STATION DISK
 GC2705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2705
 GC2705  HISTORY     - Date     Condition        Report By
 GC2705  HISTORY     - 1953     MONUMENTED       CGS
 GC2705
 GC2705                          STATION DESCRIPTION
 GC2705
 GC2705'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2705'STATION IS LOCATED 2.4 MILES SOUTH OF CADIZ, IN THE CENTER OF A
 GC2705'TRIANGLE FORMED BY THE JUNCTION OF STATE HIGHWAYS 272 AND 139 AND
 GC2705'GRAVEL ROAD WEST.  IT IS 42 FEET NORTHEAST OF THE INTERSECTION, 36
 GC2705'FEET SOUTHWEST OF THE NORTH FORK OF HIGHWAY 272 AND 15 FEET
 GC2705'SOUTH OF A 4X4 INCH CONCRETE POST THAT PROJECTS ABOUT 5 FEET.  THE
 GC2705'MARK IS FLUSH AND THE DISK IS STAMPED CAD 1953.
 GC2705'
 GC2705'REFERENCE MARK NO. 1 IS 54 FEET NORTH OF THE SOUTH FORK OF STATE
 GC2705'HIGHWAY 272 AND 52 FEET WEST OF THE CENTER OF STATE HIGHWAY 272.
 GC2705'THE MARK IS FLUSH AND THE DISK IS STAMPED CAD NO. 1 1953.
 GC2705'
 GC2705'82 JWM (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 43 FEET SOUTH
 GC2705'OF THE INTERSECTION OF THE NORTH FORK OF STATE HIGHWAY 272 AND
 GC2705'18 FEET EAST OF THE CENTER OF STATE HIGHWAY 139.  THE MARK IS A 6X6
 GC2705'INCH CONCRETE POST THAT PROJECTS ABOUT 6 INCHES WITH A BRONZE
 GC2705'U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 82 JWM 1949 511 (FEET
 GC2705'ABOVE SEA LEVEL).
 GC2705'
 GC2705'AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 272 AND
 GC2705'4 FEET NORTH OF A TELEPHONE POLE AND WHITE WITNESS POST.  THE MARK
 GC2705'PROJECTS 2 INCHES AND THE DISK IS STAMPED CAD 1953.
 GC2705'
 GC2705'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 GC2705'272 FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2705'
 GC2705'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2706 ***********************************************************************
 GC2706  DESIGNATION -  CADIZ MUNICIPAL STANDPIPE
 GC2706  PID         -  GC2706
 GC2706  STATE/COUNTY-  KY/TRIGG
 GC2706  USGS QUAD   -  CADIZ (1982)
 GC2706
 GC2706                         *CURRENT SURVEY CONTROL
 GC2706  ___________________________________________________________________
 GC2706* NAD 83(1993)-  36 51 59.31385(N)    087 49 56.53282(W)     ADJUSTED  
 GC2706* NAVD 88     -                                                        
 GC2706  ___________________________________________________________________
 GC2706  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 GC2706  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC2706
 GC2706  HORZ ORDER  -  THIRD
 GC2706
 GC2706.The horizontal coordinates were established by classical geodetic methods
 GC2706.and adjusted by the National Geodetic Survey in December 1995..
 GC2706
 GC2706
 GC2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2706
 GC2706.The geoid height was determined by GEOID03.
 GC2706
 GC2706;                    North         East     Units Scale Factor Converg.
 GC2706;SPC KY1Z     - 1,061,243.708 1,314,325.604   MT  1.00005895   -1 16 42.6
 GC2706;SPC KY1Z     - 3,481,763.73  4,312,083.25   sFT  1.00005895   -1 16 42.6
 GC2706;SPC KY S     -   561,210.922   314,340.165   MT  0.99997850   -1 15 46.4
 GC2706;SPC KY S     - 1,841,239.50  1,031,297.69   sFT  0.99997850   -1 15 46.4
 GC2706;UTM  16      - 4,080,383.626   425,808.932   MT  0.99966781   -0 29 57.9
 GC2706
 GC2706                          SUPERSEDED SURVEY CONTROL
 GC2706
 GC2706  NAD 83(1986)-  36 51 59.32280(N)    087 49 56.53570(W) AD(       ) 4
 GC2706  NAD 27      -  36 51 59.13700(N)    087 49 56.47900(W) AD(       ) 3
 GC2706
 GC2706.Superseded values are not recommended for survey control.
 GC2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2706.See file dsdata.txt to determine how the superseded data were derived.
 GC2706
 GC2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2580980384(NAD 83)
 GC2706_MARKER: 52 = STANDPIPE TANK
 GC2706
 GC2706  HISTORY     - Date     Condition        Report By
 GC2706  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2706
 GC2706                          STATION DESCRIPTION
 GC2706
 GC2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2706'STATION IS THE CENTER OF THE MUNICIPAL STANDPIPE LOCATED IN THE EAST
 GC2706'CENTRAL PART OF CADIZ ABOUT 75 YARDS SOUTH OF LAFAYETTE STREET.
 GC2706'IT IS A CYLINDRICAL STEEL STRUCTURE, ABOUT 50 FEET HIGH AND IS
 GC2706'PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1952 ***********************************************************************
 GC1952  DESIGNATION -  CADIZ RM 3
 GC1952  PID         -  GC1952
 GC1952  STATE/COUNTY-  KY/TRIGG
 GC1952  USGS QUAD   -  CADIZ (1982)
 GC1952
 GC1952                         *CURRENT SURVEY CONTROL
 GC1952  ___________________________________________________________________
 GC1952* NAD 83(1986)-  36 52 01.     (N)    087 48 46.     (W)     SCALED    
 GC1952* NAVD 88     -       152.69   (meters)     501.0    (feet)  RESET     
 GC1952  ___________________________________________________________________
 GC1952  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC1952
 GC1952  VERT ORDER  -  THIRD
 GC1952
 GC1952.The horizontal coordinates were scaled from a topographic map and have
 GC1952.an estimated accuracy of +/- 6 seconds.
 GC1952
 GC1952.The orthometric height was computed from unverified reset data.
 GC1952.No vertical observational check was made to the station.
 GC1952
 GC1952.The geoid height was determined by GEOID03.
 GC1952
 GC1952;                    North         East    Units  Estimated Accuracy
 GC1952;SPC KY1Z     - 1,061,260.    1,316,070.      MT  (+/- 180 meters Scaled)
 GC1952
 GC1952                          SUPERSEDED SURVEY CONTROL
 GC1952
 GC1952  NGVD 29 (10/08/05)  152.77   (m)          501.2    (f) RESET       3  
 GC1952
 GC1952.Superseded values are not recommended for survey control.
 GC1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1952.See file dsdata.txt to determine how the superseded data were derived.
 GC1952
 GC1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF275804(NAD 83)
 GC1952_MARKER: DR = REFERENCE MARK DISK
 GC1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1952_STAMPING: CADIZ 1953 NO 3 1982
 GC1952_PROJECTION: PROJECTING 15 CENTIMETERS
 GC1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1952+STABILITY: SURFACE MOTION
 GC1952
 GC1952  HISTORY     - Date     Condition        Report By
 GC1952  HISTORY     - 1982     MONUMENTED       NGS
 GC1952
 GC1952                          STATION DESCRIPTION
 GC1952
 GC1952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GC1952'2.4 KM (1.5 MI) EAST FROM CADIZ.
 GC1952'2.4 KM (1.5 MI) EAST ALONG U.S. HIGHWAY 68 FROM THE COURTHOUSE IN
 GC1952'CADIZ, 11.9 METERS (39.0 FEET) NORTHWEST OF THE NORTHWEST CORNER
 GC1952'OF CONCRETE FOOTING OF OLD BUILDING, 1.2 METERS (4.0 FEET) EAST
 GC1952'OF A TELEPHONE POLE, 0.3 METER (1.0 FOOT) NORTH OF A FENCE, AND
 GC1952'9.1 METERS (30.0 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 GC1952'THE MARK IS 1.9 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2451 ***********************************************************************
 HZ2451  DESIGNATION -  CAESAREA
 HZ2451  PID         -  HZ2451
 HZ2451  STATE/COUNTY-  KY/SCOTT
 HZ2451  USGS QUAD   -  STAMPING GROUND (1953)
 HZ2451
 HZ2451                         *CURRENT SURVEY CONTROL
 HZ2451  ___________________________________________________________________
 HZ2451* NAD 83(1993)-  38 21 27.56042(N)    084 42 16.12763(W)     ADJUSTED  
 HZ2451* NAVD 88     -       295.     (meters)     968.     (feet)  SCALED    
 HZ2451  ___________________________________________________________________
 HZ2451  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 HZ2451  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HZ2451
 HZ2451  HORZ ORDER  -  THIRD
 HZ2451
 HZ2451.The horizontal coordinates were established by classical geodetic methods
 HZ2451.and adjusted by the National Geodetic Survey in December 1995..
 HZ2451
 HZ2451.The orthometric height was scaled from a topographic map.
 HZ2451
 HZ2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2451
 HZ2451.The geoid height was determined by GEOID03.
 HZ2451
 HZ2451;                    North         East     Units Scale Factor Converg.
 HZ2451;SPC KY1Z     - 1,225,179.357 1,591,375.439   MT  0.99994014   +0 38 30.9
 HZ2451;SPC KY1Z     - 4,019,609.27  5,221,037.59   sFT  0.99994014   +0 38 30.9
 HZ2451;SPC KY N     -    95,295.053   460,278.155   MT  0.99996390   -0 16 57.8
 HZ2451;SPC KY N     -   312,647.19  1,510,095.91   sFT  0.99996390   -0 16 57.8
 HZ2451;UTM  16      - 4,247,992.979   700,570.238   MT  1.00009545   +1 25 30.0
 HZ2451
 HZ2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2451!SPC KY1Z     -   0.99995904  x   0.99994014  =   0.99989919
 HZ2451!SPC KY N     -   0.99995904  x   0.99996390  =   0.99992294
 HZ2451!UTM  16      -   0.99995904  x   1.00009545  =   1.00005449
 HZ2451
 HZ2451|---------------------------------------------------------------------|
 HZ2451| PID    Reference Object                     Distance      Geod. Az  |
 HZ2451|                                                           dddmmss.s |
 HZ2451| DB8915 CAESAREA RM 1                         8.815 METERS 04142     |
 HZ2451| DB8914 CAESAREA AZ MK                                     2530720.4 |
 HZ2451| DB8916 CAESAREA RM 2                         7.650 METERS 28817     |
 HZ2451|---------------------------------------------------------------------|
 HZ2451
 HZ2451                          SUPERSEDED SURVEY CONTROL
 HZ2451
 HZ2451  NAD 83(1986)-  38 21 27.56498(N)    084 42 16.13615(W) AD(       ) 3
 HZ2451  NAD 27      -  38 21 27.31000(N)    084 42 16.33500(W) AD(       ) 3
 HZ2451
 HZ2451.Superseded values are not recommended for survey control.
 HZ2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2451.See file dsdata.txt to determine how the superseded data were derived.
 HZ2451
 HZ2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0057047993(NAD 83)
 HZ2451_MARKER: DS = TRIANGULATION STATION DISK
 HZ2451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2451
 HZ2451  HISTORY     - Date     Condition        Report By
 HZ2451  HISTORY     - 1949     MONUMENTED       CGS
 HZ2451  HISTORY     - 1963     GOOD             CGS
 HZ2451
 HZ2451                          STATION DESCRIPTION
 HZ2451
 HZ2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2451'STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF GEORGETOWN, 12 MILES
 HZ2451'SOUTHEAST OF MONTEREY AND 8 MILES NORTH OF STAMPING GROUND ON A
 HZ2451'SMALL KNOLL NEAR A FRAME HOUSE.  IT IS 36 FEET WEST OF THE WEST SIDE
 HZ2451'OF FRAME HOUSE, 14 FEET WEST OF CENTER OF FARM DRIVE, 8 FEET NORTH
 HZ2451'OF AN OAK TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE, 5 FEET
 HZ2451'NORTHWEST OF A WHITE WITNESS POST AND 3 FEET NORTHEAST OF A FENCE
 HZ2451'LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HZ2451'CAESAREA 1949.
 HZ2451'
 HZ2451'REFERENCE MARK NO.1 IS 22 FEET WEST OF THE WEST SIDE OF FRAME HOUSE
 HZ2451'AND 14 FEET EAST OF CENTER OF DRIVEWAY.  THE MARK IS FLUSH WITH THE
 HZ2451'GROUND AND THE DISK IS STAMPED CAESAREA NO 1 1949.
 HZ2451'
 HZ2451'REFERENCE MARK NO.2 IS 40 FEET NORTHWEST OF WEST SIDE OF HOUSE AND 2
 HZ2451'FEET NORTHEAST OF FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND
 HZ2451'THE DISK IS STAMPED CAESAREA NO 2 1949.
 HZ2451'
 HZ2451'AZIMUTH MARK IS 6 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET NORTHWEST
 HZ2451'OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK
 HZ2451'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED CAESAREA 1949.
 HZ2451'
 HZ2451'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND 227, WHICH
 HZ2451'IS ABOUT 3 MILES WEST OF GEORGETOWN, GO NORTHWEST ON HIGHWAY 227 FOR
 HZ2451'6.0 MILES TO THE STAMPING GROUND SCHOOL ON LEFT, CONTINUE AHEAD ON
 HZ2451'HIGHWAY FOR 8.15 MILES TO A GRAVEL FARM DRIVEWAY ON LEFT, JUST BEYOND
 HZ2451'A CONCRETE BLOCK STORE ON LEFT, TURN LEFT AND GO UP HILL FOR 0.05
 HZ2451'MILE TO TOP OF KNOLL AND STATION ON LEFT AS DESCRIBED.
 HZ2451'
 HZ2451'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON FARM ROAD FOR ABOUT
 HZ2451'0.05 MILE TO A GATE, GO THROUGH GATE AND BEAR LEFT AROUND A TOBACCO
 HZ2451'BARN FOR ABOUT 0.15 MILE TO ANOTHER GATE AND AZIMUTH MARK ON LEFT
 HZ2451'AS DESCRIBED.
 HZ2451'
 HZ2451'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HZ2451
 HZ2451                          STATION RECOVERY (1963)
 HZ2451
 HZ2451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HRW)
 HZ2451'FOUND STATION AND R.M. NO. 1 AND NO. 2.
 HZ2451'STATION IS 56 FEET SW OF THE SE CORNER OF A HOUSE, AND
 HZ2451'23 FEET N OF A CONCRETE CISTERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1301 ***********************************************************************
 HA1301  DESIGNATION -  CAIN
 HA1301  PID         -  HA1301
 HA1301  STATE/COUNTY-  KY/MEADE
 HA1301  USGS QUAD   -  ROCK HAVEN (1991)
 HA1301
 HA1301                         *CURRENT SURVEY CONTROL
 HA1301  ___________________________________________________________________
 HA1301* NAD 83(1993)-  37 57 13.38112(N)    086 06 15.91988(W)     ADJUSTED  
 HA1301* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 HA1301  ___________________________________________________________________
 HA1301  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 HA1301  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HA1301
 HA1301  HORZ ORDER  -  THIRD
 HA1301
 HA1301.The horizontal coordinates were established by classical geodetic methods
 HA1301.and adjusted by the National Geodetic Survey in December 1995..
 HA1301
 HA1301.The orthometric height was scaled from a topographic map.
 HA1301
 HA1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1301
 HA1301.The geoid height was determined by GEOID03.
 HA1301
 HA1301;                    North         East     Units Scale Factor Converg.
 HA1301;SPC KY1Z     - 1,179,893.313 1,468,853.680   MT  0.99990585   -0 13 03.4
 HA1301;SPC KY1Z     - 3,871,033.31  4,819,064.12   sFT  0.99990585   -0 13 03.4
 HA1301;SPC KY S     -   679,886.304   468,850.628   MT  1.00000378   -0 12 53.8
 HA1301;SPC KY S     - 2,230,593.65  1,538,220.77   sFT  1.00000378   -0 12 53.8
 HA1301;SPC IN E     -   300,447.356    61,527.893   MT  0.99998489   -0 16 09.2
 HA1301;SPC IN E     -   985,717.70    201,862.76   sFT  0.99998489   -0 16 09.2
 HA1301;UTM  16      - 4,201,058.046   578,679.519   MT  0.99967624   +0 33 03.0
 HA1301
 HA1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1301!SPC KY1Z     -   0.99997268  x   0.99990585  =   0.99987853
 HA1301!SPC KY S     -   0.99997268  x   1.00000378  =   0.99997646
 HA1301!SPC IN E     -   0.99997268  x   0.99998489  =   0.99995757
 HA1301!UTM  16      -   0.99997268  x   0.99967624  =   0.99964893
 HA1301
 HA1301|---------------------------------------------------------------------|
 HA1301| PID    Reference Object                     Distance      Geod. Az  |
 HA1301|                                                           dddmmss.s |
 HA1301| HA1305 TT 24 USGS 1950                      86.335 METERS 20614     |
 HA1301| CG7344 CAIN AZ MK                                         2104604.1 |
 HA1301| HA1309 INTER OF TWO GRAVELS RDS            115.216 METERS 21309     |
 HA1301| CG7345 CAIN RM 1                            23.235 METERS 31002     |
 HA1301|---------------------------------------------------------------------|
 HA1301
 HA1301                          SUPERSEDED SURVEY CONTROL
 HA1301
 HA1301  NAD 83(1986)-  37 57 13.38735(N)    086 06 15.92599(W) AD(       ) 3
 HA1301  NAD 27      -  37 57 13.14900(N)    086 06 16.04400(W) AD(       ) 3
 HA1301
 HA1301.Superseded values are not recommended for survey control.
 HA1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1301.See file dsdata.txt to determine how the superseded data were derived.
 HA1301
 HA1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7868001058(NAD 83)
 HA1301_MARKER: DS = TRIANGULATION STATION DISK
 HA1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1301
 HA1301  HISTORY     - Date     Condition        Report By
 HA1301  HISTORY     - 1950     MONUMENTED       CGS
 HA1301
 HA1301                          STATION DESCRIPTION
 HA1301
 HA1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1301'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BRANDENBURG AND 4 MILES
 HA1301'NORTH OF GARRETT, ALONG THE EAST SIDE OF A GRAVEL ROAD.  IT IS 378
 HA1301'FEET NORTHWEST OF A T INTERSECTION OF TWO GRAVEL ROADS, 23 FEET EAST
 HA1301'OF THE CENTER OF A GRAVEL ROAD AND 4 FEET NORTH OF A WHITE WITNESS
 HA1301'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CAIN
 HA1301'1950.
 HA1301'
 HA1301'REFERENCE MARK NO. 1 IS 52 FEET NORTHWEST OF THE CENTER OF GRAVEL
 HA1301'ROAD AND 16 FEET WEST OF CENTER OF A DIRT ROAD.  THE MARK
 HA1301'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CAIN NO 1 1950.
 HA1301'
 HA1301'TT 24 (USGS) BM IS 90 FEET NORTH OF CENTER OF A GRAVEL ROAD AND 32
 HA1301'FEET EAST OF CENTER OF A GRAVEL ROAD.  THE MARK IS AN 8 INCH
 HA1301'SQUARE POST OF CONCRETE PROJECTING ABOUT 4 INCHES AND THE DISK IS A
 HA1301'STANDARD USGS DISK STAMPED TT 24 RCD 1945.
 HA1301'
 HA1301'AZIMUTH MARK IS 45 FEET NORTH OF NORTHEAST CORNER OF A BARN, 38 FEET
 HA1301'EAST OF CENTER OF FARM ROAD, 33 FEET SOUTH OF A 36 INCH OAK TREE AND
 HA1301'IS SET IN A FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 HA1301'DISK IS STAMPED CAIN 1950.
 HA1301'
 HA1301'TO REACH STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 60 AND STATE
 HA1301'HIGHWAY 228 IN BRANDENBURG GO SOUTHEAST ON HIGHWAY 60 FOR 2.8 MILES
 HA1301'TO AN OVERPASS, CONTINUE AHEAD FOR 0.1 MILE TO A GRAVEL ROAD FORK
 HA1301'LEFT, TURN LEFT ON GRAVEL ROAD AND CONTINUE SOUTHEAST FOR 2.35
 HA1301'MILES TO A GRAVEL T ROAD LEFT, TURN LEFT ON GRAVEL ROAD AND GO NORTH
 HA1301'FOR 90 FEET TO TT 24 (USGS) BM ON RIGHT AS DESCRIBED, CONTINUE
 HA1301'AHEAD NORTH ON GRAVEL ROAD FOR 0.05 MILE TO STATION ON RIGHT OR EAST
 HA1301'OF ROAD AS DESCRIBED.
 HA1301'
 HA1301'TO REACH THE AZIMUTH MARK FROM STATION GO SOUTH ON GRAVEL ROAD FOR
 HA1301'0.05 MILE TO T INTERSECTION OF GRAVEL ROAD, TURN RIGHT ON GRAVEL
 HA1301'ROAD AND GO 0.05 MILE TO A FARM ROAD LEFT, TURN LEFT ON FARM ROAD AND
 HA1301'GO SOUTHWEST FOR 0.2 MILE TO AZIMUTH MARK ON LEFT OR EAST OF
 HA1301'ROAD AS DESCRIBED.
 HA1301'
 HA1301'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1700 ***********************************************************************
 HA1700  DESIGNATION -  CAIRO
 HA1700  PID         -  HA1700
 HA1700  STATE/COUNTY-  KY/HENDERSON
 HA1700  USGS QUAD   -  POOLE (1969)
 HA1700
 HA1700                         *CURRENT SURVEY CONTROL
 HA1700  ___________________________________________________________________
 HA1700* NAD 83(1993)-  37 43 09.88710(N)    087 39 10.60930(W)     ADJUSTED  
 HA1700* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 HA1700  ___________________________________________________________________
 HA1700  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 HA1700  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 HA1700
 HA1700  HORZ ORDER  -  FIRST
 HA1700
 HA1700.The horizontal coordinates were established by classical geodetic methods
 HA1700.and adjusted by the National Geodetic Survey in December 1995..
 HA1700
 HA1700.The orthometric height was scaled from a topographic map.
 HA1700
 HA1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1700
 HA1700.The geoid height was determined by GEOID03.
 HA1700
 HA1700;                    North         East     Units Scale Factor Converg.
 HA1700;SPC KY1Z     - 1,155,540.796 1,332,251.611   MT  0.99990868   -1 10 06.0
 HA1700;SPC KY1Z     - 3,791,136.76  4,370,895.49   sFT  0.99990868   -1 10 06.0
 HA1700;SPC KY S     -   655,511.672   332,241.385   MT  0.99996795   -1 09 14.6
 HA1700;SPC KY S     - 2,150,624.54  1,090,028.61   sFT  0.99996795   -1 09 14.6
 HA1700;UTM  16      - 4,174,884.671   442,454.946   MT  0.99964079   -0 23 58.1
 HA1700
 HA1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1700!SPC KY1Z     -   0.99998140  x   0.99990868  =   0.99989008
 HA1700!SPC KY S     -   0.99998140  x   0.99996795  =   0.99994935
 HA1700!UTM  16      -   0.99998140  x   0.99964079  =   0.99962220
 HA1700
 HA1700:                Primary Azimuth Mark                     Grid Az
 HA1700:SPC KY1Z     -  HENDERSON POWER PLT BRICK STK            023 31 28.0
 HA1700:SPC KY S     -  HENDERSON POWER PLT BRICK STK            023 30 36.6
 HA1700:UTM  16      -  HENDERSON POWER PLT BRICK STK            022 45 20.1
 HA1700
 HA1700|---------------------------------------------------------------------|
 HA1700| PID    Reference Object                     Distance      Geod. Az  |
 HA1700|                                                           dddmmss.s |
 HA1700| HA1677 HENDERSON POWER PLT BRICK STK       APPROX.14.8 KM 0222122.0 |
 HA1700| HA1676 HENDERSON NICHOLSON MILLS TANK      APPROX.13.1 KM 0271635.8 |
 HA1700| HA1675 HENDERSON HOSIERY CO STACK          APPROX.13.9 KM 0281608.2 |
 HA1700| CG7347 CAIRO RM 1                           41.727 METERS 07908     |
 HA1700| CG7346 CAIRO AZ MK                                        1554010.2 |
 HA1700| HA1701 CAIRO 2 1960                         18.077 METERS 18010     |
 HA1700| CG7348 CAIRO RM 2                           26.183 METERS 34043     |
 HA1700|---------------------------------------------------------------------|
 HA1700
 HA1700                          SUPERSEDED SURVEY CONTROL
 HA1700
 HA1700  NAD 83(1986)-  37 43 09.89395(N)    087 39 10.61231(W) AD(       ) 1
 HA1700  NAD 27      -  37 43 09.74800(N)    087 39 10.56500(W) AD(       ) 1
 HA1700
 HA1700.Superseded values are not recommended for survey control.
 HA1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1700.See file dsdata.txt to determine how the superseded data were derived.
 HA1700
 HA1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4245574885(NAD 83)
 HA1700_MARKER: DS = TRIANGULATION STATION DISK
 HA1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1700
 HA1700  HISTORY     - Date     Condition        Report By
 HA1700  HISTORY     - 1934     MONUMENTED       CGS
 HA1700  HISTORY     - 1950     GOOD             CGS
 HA1700  HISTORY     - 1960     POOR             CGS
 HA1700
 HA1700                          STATION DESCRIPTION
 HA1700
 HA1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1700'STATION IS ABOUT 8-1/2 MILES SOUTH-SOUTHWEST OF HENDERSON, ABOUT 12
 HA1700'FEET HIGHER THAN AND 45 FEET WEST OF CENTER OF U.S.  HIGHWAY 41, ON A
 HA1700'BANK BETWEEN THE OLD AND NEW HIGHWAYS.  THE MARK IS ON THE PROPERTY
 HA1700'OF MRS. SARA STEVENSON ABOUT 200 FEET NORTH OF HER HOME, AND 8
 HA1700'INCHES BELOW THE SURFACE OF THE GROUND.
 HA1700'
 HA1700'TO REACH STATION FROM MACKS TOURIST CABINS AND FILLING STATION IN
 HA1700'CAIRO, GO NORTH ON U.S. HIGHWAY 41 FOR 0.8 MILE TO CUT ON
 HA1700'HIGHWAY, 200 FEET AFTER PASSING HOME OF MRS. SARA STEVENSON ON LEFT.
 HA1700'STATION IS ON HIGHEST GROUND ON LEFT SIDE OF HIGHWAY.
 HA1700'
 HA1700'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HA1700'BRONZE DISKS SET IN CONCRETE.
 HA1700'
 HA1700'REFERENCE MARK NO. 1 IS EAST OF STATION, ABOUT 100 FEET EAST OF
 HA1700'CENTER OF U.S. HIGHWAY 41, AT EDGE OF WOODS.
 HA1700'
 HA1700'REFERENCE MARK NO. 2 IS NORTH OF STATION AT WIRE FENCE LINE AND ON
 HA1700'LINE FROM STATION TO A TRIPLE SYCAMORE TREE, AND 45 FEET WEST OF
 HA1700'CENTER OF HIGHWAY.
 HA1700'
 HA1700'AZIMUTH MARK IS SOUTH OF STATION, 30 FEET WEST OF AND 4 FEET HIGHER
 HA1700'THAN CENTER OF HIGHWAY 41, ON PROPERTY OF BEN E.  NILES, AND ABOUT
 HA1700'100 FEET SOUTH OF WHITE FRAME HOUSE AND FILLING STATION.
 HA1700'
 HA1700'A 77-FOOT TOWER REQUIRED.
 HA1700'
 HA1700'HEIGHT OF LIGHT ABOVE STATION MARK-26 METERS.
 HA1700
 HA1700                          STATION RECOVERY (1950)
 HA1700
 HA1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1700'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HA1700'CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.  THIS STATION WAS NOT
 HA1700'OBSERVED FROM AS THIS TIME.
 HA1700
 HA1700                          STATION RECOVERY (1960)
 HA1700
 HA1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1700'THE STATION AND ALL MARKS WERE RECOVERED AT THIS TIME.  THE TOP
 HA1700'STATION MARK HAS BEEN BROKEN OFF BUT THE UNDERGROUND MARK SEEMED
 HA1700'IN GOOD CONDITION.  BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 HA1700'FOUND IN GOOD CONDITION.  THE DIRECTION TO ALL MARKS CHECKED BUT
 HA1700'THE DISTANCE TO REFERENCE MARK 1 DID NOT CHECK BY 0.10 OF A FOOT.
 HA1700'THE DISTANCE TO REFERENCE MARK 2 DID NOT CHECK BY 0.03 OF A FOOT.
 HA1700'
 HA1700'THE PROPERTY OWNER AT THE PRESENT TIME IS MR. A.D. EBLEN.
 HA1700'
 HA1700'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1701 ***********************************************************************
 HA1701  DESIGNATION -  CAIRO 2 1960
 HA1701  PID         -  HA1701
 HA1701  STATE/COUNTY-  KY/HENDERSON
 HA1701  USGS QUAD   -  POOLE (1969)
 HA1701
 HA1701                         *CURRENT SURVEY CONTROL
 HA1701  ___________________________________________________________________
 HA1701* NAD 83(1993)-  37 43 09.30079(N)    087 39 10.61149(W)     ADJUSTED  
 HA1701* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 HA1701  ___________________________________________________________________
 HA1701  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 HA1701  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 HA1701
 HA1701  HORZ ORDER  -  FIRST
 HA1701
 HA1701.The horizontal coordinates were established by classical geodetic methods
 HA1701.and adjusted by the National Geodetic Survey in December 1995..
 HA1701
 HA1701.The orthometric height was scaled from a topographic map.
 HA1701
 HA1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1701
 HA1701.The geoid height was determined by GEOID03.
 HA1701
 HA1701;                    North         East     Units Scale Factor Converg.
 HA1701;SPC KY1Z     - 1,155,522.726 1,332,251.189   MT  0.99990869   -1 10 06.0
 HA1701;SPC KY1Z     - 3,791,077.48  4,370,894.11   sFT  0.99990869   -1 10 06.0
 HA1701;SPC KY S     -   655,493.600   332,240.967   MT  0.99996793   -1 09 14.6
 HA1701;SPC KY S     - 2,150,565.25  1,090,027.24   sFT  0.99996793   -1 09 14.6
 HA1701;UTM  16      - 4,174,866.602   442,454.766   MT  0.99964079   -0 23 58.1
 HA1701
 HA1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1701!SPC KY1Z     -   0.99998140  x   0.99990869  =   0.99989009
 HA1701!SPC KY S     -   0.99998140  x   0.99996793  =   0.99994933
 HA1701!UTM  16      -   0.99998140  x   0.99964079  =   0.99962220
 HA1701
 HA1701|---------------------------------------------------------------------|
 HA1701| PID    Reference Object                     Distance      Geod. Az  |
 HA1701|                                                           dddmmss.s |
 HA1701| HA1700 CAIRO                                18.077 METERS 00010     |
 HA1701| HA1686 HENDERSON SPENCER CHEM CO VENT      APPROX.10.2 KM 0015101.6 |
 HA1701| CG7347 CAIRO RM 1                           48.591 METERS 05740     |
 HA1701| HA1690 ROBARDS LOOKOUT TOWER               APPROX.13.3 KM 0993511.9 |
 HA1701| CG7346 CAIRO AZ MK                                        1550858.1 |
 HA1701| HA1702 CORYDON MUNICIPAL TANK              APPROX. 5.4 KM 2900434.3 |
 HA1701| CG7348 CAIRO RM 2                           43.626 METERS 34839     |
 HA1701|---------------------------------------------------------------------|
 HA1701
 HA1701                          SUPERSEDED SURVEY CONTROL
 HA1701
 HA1701  NAD 83(1986)-  37 43 09.30767(N)    087 39 10.61450(W) AD(       ) 1
 HA1701  NAD 27      -  37 43 09.16266(N)    087 39 10.56721(W) AD(       ) 1
 HA1701
 HA1701.Superseded values are not recommended for survey control.
 HA1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1701.See file dsdata.txt to determine how the superseded data were derived.
 HA1701
 HA1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4245574867(NAD 83)
 HA1701_MARKER: DH = HORIZONTAL CONTROL DISK
 HA1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1701_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1701+STABILITY: SURFACE MOTION
 HA1701
 HA1701  HISTORY     - Date     Condition        Report By
 HA1701  HISTORY     - 1960     MONUMENTED       CGS
 HA1701  HISTORY     - 1962     GOOD             CGS
 HA1701  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 HA1701
 HA1701                          STATION DESCRIPTION
 HA1701
 HA1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1701'THE STATION IS ABOUT 8-1/2 MILES SOUTH-SOUTHWEST OF HENDERSON, ABOUT
 HA1701'1 MILE NORTH OF THE SMALL VILLAGE OF CAIRO AND THE PROPERTY OF MR.
 HA1701'A.D. EBLEN.  IT IS 372 FEET EAST OF A V FORMED BY A GULLY, 79 FEET
 HA1701'NORTHEAST OF A 36 INCH OAK TREE, 60 FEET NORTHWEST OF A FENCE
 HA1701'CORNER, 52 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 41 A, AND 32
 HA1701'FEET WEST OF A POWER POLE AND FENCE LINE.  THE MONUMENT IS 12 INCHES
 HA1701'UNDERGROUND AND THE DISK IS STAMPED CAIRO 2 1960.
 HA1701'
 HA1701'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41 A AND 60
 HA1701'AT THE WEST EDGE OF HENDERSON, GO SOUTHERLY ON HIGHWAY 41 A FOR
 HA1701'7.4 MILES TO THE JUNCTION OF STATE HIGHWAY 266.  CONTINUE SOUTHERLY
 HA1701'ON HIGHWAY 41 A FOR 0.6 MILE TO THE STATION ON THE RIGHT AS
 HA1701'DESCRIBED.
 HA1701'
 HA1701'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 41 A
 HA1701'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 HA1701'
 HA1701'REFERENCE MARK 1 IS 18 FEET NORTH OF A 10 INCH PEAR TREE AND 5 FEET
 HA1701'EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CAIRO
 HA1701'NO 1 1934.
 HA1701'
 HA1701'REFERENCE MARK 2 IS 45 FEET SOUTH OF A TRIPLE TRUNK ELM TREE AND 18
 HA1701'FEET WEST OF THE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 HA1701'DISK IS STAMPED CAIRO NO 2 1934.
 HA1701'
 HA1701'THE AZIMUTH MARK IS 24 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HA1701'HIGHWAY, 1 FOOT NORTH OF A WITNESS POST AND 1 FOOT EAST OF A FENCE.
 HA1701'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS A STANDARD REFERENCE
 HA1701'MARK DISK STAMPED CAIRO AZI 1934.
 HA1701'
 HA1701'NOTE, A TRAVERSE WAS RUN FROM STATION CAIRO 1934 BUT DUE TO THE
 HA1701'WEATHER THERE WAS NOT TIME TO TURN THE ANGLE TO THE STATION.
 HA1701'
 HA1701'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA1701
 HA1701                          STATION RECOVERY (1962)
 HA1701
 HA1701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1701'THE STATION MARK, REFERENCE MARKS 1 AND 2, CAIRO 1934 AND THE AZIMUTH
 HA1701'MARK WERE FOUND IN GOOD CONDITION.  THE DIRECTIONS TO
 HA1701'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK CHECKED.  THE TRAVERSE
 HA1701'DISTANCE TO CAIRO 1934 CHECKED.  THE DISTANCE TO REFERENCE MARK 2
 HA1701'WAS FOUND TO BE 0.07 FOOT SHORTER THAN PREVIOUSLY MEASURED.  THE
 HA1701'DISTANCE TO REFERENCE MARK 1 WAS NOT CHECKED BECAUSE OF A CORN FIELD
 HA1701'ON LINE.
 HA1701'
 HA1701'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 HA1701'
 HA1701'NOTE- A TRAVERSE CONNECTION WAS MADE TO CAIRO 1934 AND IT WAS LATER
 HA1701'DESTROYED.
 HA1701'
 HA1701'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1701
 HA1701                          STATION RECOVERY (1989)
 HA1701
 HA1701'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 HA1701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0163 ***********************************************************************
 GZ0163  DESIGNATION -  CALEAST
 GZ0163  PID         -  GZ0163
 GZ0163  STATE/COUNTY-  KY/MADISON
 GZ0163  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0163
 GZ0163                         *CURRENT SURVEY CONTROL
 GZ0163  ___________________________________________________________________
 GZ0163* NAD 83(1993)-  37 41 26.34845(N)    084 19 54.71912(W)     ADJUSTED  
 GZ0163* NAVD 88     -       304.568  (meters)     999.24   (feet)  ADJUSTED  
 GZ0163  ___________________________________________________________________
 GZ0163  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GZ0163  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GZ0163  DYNAMIC HT  -         304.342 (meters)     998.50  (feet)  COMP
 GZ0163  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 GZ0163
 GZ0163  HORZ ORDER  -  THIRD
 GZ0163  VERT ORDER  -  SECOND    CLASS 0
 GZ0163
 GZ0163.The horizontal coordinates were established by classical geodetic methods
 GZ0163.and adjusted by the National Geodetic Survey in December 1995..
 GZ0163
 GZ0163.The orthometric height was determined by differential leveling
 GZ0163.and adjusted by the National Geodetic Survey in June 1991..
 GZ0163
 GZ0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0163
 GZ0163.The geoid height was determined by GEOID03.
 GZ0163
 GZ0163.The dynamic height is computed by dividing the NAVD 88
 GZ0163.geopotential number by the normal gravity value computed on the
 GZ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0163.degrees latitude (g = 980.6199 gals.).
 GZ0163
 GZ0163.The modeled gravity was interpolated from observed gravity values.
 GZ0163
 GZ0163;                    North         East     Units Scale Factor Converg.
 GZ0163;SPC KY1Z     - 1,151,588.806 1,625,063.519   MT  0.99991017   +0 52 14.4
 GZ0163;SPC KY1Z     - 3,778,170.94  5,331,562.56   sFT  0.99991017   +0 52 14.4
 GZ0163;SPC KY S     -   651,568.734   625,070.457   MT  0.99996471   +0 51 36.2
 GZ0163;SPC KY S     - 2,137,688.42  2,050,751.99   sFT  0.99996471   +0 51 36.2
 GZ0163;UTM  16      - 4,174,843.587   735,257.263   MT  1.00028176   +1 37 55.3
 GZ0163
 GZ0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0163!SPC KY1Z     -   0.99995723  x   0.99991017  =   0.99986740
 GZ0163!SPC KY S     -   0.99995723  x   0.99996471  =   0.99992194
 GZ0163!UTM  16      -   0.99995723  x   1.00028176  =   1.00023897
 GZ0163
 GZ0163:                Primary Azimuth Mark                     Grid Az
 GZ0163:SPC KY1Z     -  RICHMOND MUNICIPAL TANK                  020 45 02.2
 GZ0163:SPC KY S     -  RICHMOND MUNICIPAL TANK                  020 45 40.4
 GZ0163:UTM  16      -  RICHMOND MUNICIPAL TANK                  019 59 21.3
 GZ0163
 GZ0163|---------------------------------------------------------------------|
 GZ0163| PID    Reference Object                     Distance      Geod. Az  |
 GZ0163|                                                           dddmmss.s |
 GZ0163| GZ2909 RICHMOND MUNICIPAL TANK             APPROX. 7.5 KM 0213716.6 |
 GZ0163| GZ0164 CALEAST RM 1                          4.065 METERS 02150     |
 GZ0163| GZ2881 RICHMOND EASTERN ST COLL TANK       APPROX. 5.8 KM 0264726.9 |
 GZ0163| GZ2882 RICHMOND EASTERN ST COLL TWR        APPROX. 6.2 KM 0265611.8 |
 GZ0163| GZ2880 RICHMOND EASTERN ST COLL STACK      APPROX. 6.4 KM 0274046.3 |
 GZ0163| GZ0162 CALEAST AZ MK                                      0281937.7 |
 GZ0163| GZ2866 BLUE GRASS ORD DEPOT TK 227         APPROX. 8.3 KM 1002548.0 |
 GZ0163| GZ0165 CALEAST RM 2                          6.606 METERS 19834     |
 GZ0163|---------------------------------------------------------------------|
 GZ0163
 GZ0163                          SUPERSEDED SURVEY CONTROL
 GZ0163
 GZ0163  NAD 83(1986)-  37 41 26.35600(N)    084 19 54.72508(W) AD(       ) 3
 GZ0163  NAD 27      -  37 41 26.06100(N)    084 19 54.96600(W) AD(       ) 3
 GZ0163  NGVD 29 (??/??/92)  304.718  (m)          999.73   (f) ADJ UNCH    2 0
 GZ0163
 GZ0163.Superseded values are not recommended for survey control.
 GZ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0163.See file dsdata.txt to determine how the superseded data were derived.
 GZ0163
 GZ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3525774844(NAD 83)
 GZ0163_MARKER: DS = TRIANGULATION STATION DISK
 GZ0163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GZ0163_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GZ0163_STAMPING: CALEAST 1951
 GZ0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0163
 GZ0163  HISTORY     - Date     Condition        Report By
 GZ0163  HISTORY     - 1951     MONUMENTED       CGS
 GZ0163  HISTORY     - 1961     GOOD             CGS
 GZ0163  HISTORY     - 1961     GOOD             PAS
 GZ0163  HISTORY     - 1962     GOOD             PAS
 GZ0163  HISTORY     - 1962     GOOD             USAF
 GZ0163
 GZ0163                          STATION DESCRIPTION
 GZ0163
 GZ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ0163'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF RICHMOND.  IT IS 53
 GZ0163'FEET SOUTHWEST OF THE CENTER OF A FARM LANE, 38 FEET NORTHEAST OF
 GZ0163'THE CENTER OF STATE HIGHWAY 52, 5 FEET SOUTHWEST OF A WHITE WITNESS
 GZ0163'POST, 3 FEET EAST OF THE EDGE OF A HIGH BANK AND 2 FEET WEST OF A
 GZ0163'FENCE LINE.  THE MARK IS A 6 INCH CAST IRON PIPE, FILLED WITH
 GZ0163'CONCRETE AND PROJECTS ABOUT 3 INCHES.  THE DISK IS SET IN THE TOP
 GZ0163'OF THE PIPE AND IS STAMPED CALEAST 1951.
 GZ0163'
 GZ0163'REFERENCE MARK NO. 1 IS 37 FEET NORTHEAST OF THE CENTER OF THE
 GZ0163'HIGHWAY, 8 FEET NORTH OF THE WHITE WITNESS POST AND 3 FEET WEST
 GZ0163'OF THE FENCE LINE.  THE MARK IS A 4 INCH CAST IRON PIPE FILLED WITH
 GZ0163'CONCRETE WHICH PROJECTS ABOUT 2 INCHES.  THE DISK IS SET IN THE TOP
 GZ0163'OF THE PIPE AND IS STAMPED CLAEAST NO 1 1951.
 GZ0163'
 GZ0163'REFERENCE MARK NO. 2 IS 39 FEET NORTHEAST OF THE CNETER OF THE
 GZ0163'HIGHWAY AND 1 FOOT WEST OF THE FENCE LINE.  THE MARK IS A 4 INCH CAST
 GZ0163'IRON PIPE, FILLED WITH CONCRETE WHICH PROJECTS ABOUT 6 INCHES.  THE
 GZ0163'DISK IS SET IN THE TOP OF THE PIPE AND IS STAMPED CALEAST NO 2
 GZ0163'1951.
 GZ0163'
 GZ0163'AZIMUTH MARK IS 44 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 52,
 GZ0163'2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE
 GZ0163'LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GZ0163'CALEAST 1951.
 GZ0163'
 GZ0163'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 GZ0163'HIGHWAY 52 (WEST) IN RICHMOND GO SOUTHWEST ON HIGHWAY 52 FOR
 GZ0163'4.35 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 GZ0163'SOUTHWEST ON HIGHWAY FOR 0.3 MILES TO THE STATION ON THE LEFT NEAR
 GZ0163'THE EDGE OF THE BANK AS DESCRIBED.
 GZ0163'
 GZ0163'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GZ0163
 GZ0163                          STATION RECOVERY (1961)
 GZ0163
 GZ0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (EB)
 GZ0163'THE STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 GZ0163'AND IN GOOD CONDITION.  OLD DESCRIPTION AND THE TO REACH IS
 GZ0163'ADEQUATE.
 GZ0163'
 GZ0163'A METAL WITNESS POST AND SIGN WAS SET AT THE STATION AND AZIMUTH
 GZ0163'MARKS.  STATION IS 2.7 FEET WEST OF WITNESS POST AND AZIMUTH MARK
 GZ0163'IS 1.6 FEET SOUTH OF WITNESS POST.
 GZ0163
 GZ0163                          STATION RECOVERY (1961)
 GZ0163
 GZ0163'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0163'4.8 MI SW FROM RICHMOND.
 GZ0163'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 25 AND 421 FROM THE
 GZ0163'MADISON COUNTY COURT HOUSE IN RICHMOND, THENCE ABOUT 4.8 MILES
 GZ0163'SOUTHWEST ALONG STATE HIGHWAY 52, ABOUT 200 FEET NORTHEAST OF
 GZ0163'CROSSROADS AT TOP OF HILL, 53 FEET SOUTH-SOUTHWEST OF CENTER OF
 GZ0163'FARM LANE, 52.4 FEET WEST-SOUTHWEST OF A POWER POLE, 36 FEET
 GZ0163'SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 2.7 FEET NORTHWEST OF WIRE
 GZ0163'FENCE, 2.7 FEET WEST OF A METAL WITNESS POST AND SIGN AND ABOUT
 GZ0163'10 FEET HIGHER THAN HIGHWAY.  A STANDARD U.S.C. AND G.S. TRIANGULATION
 GZ0163'DISK SET IN TOP OF A 6 INCH IRON PIPE FILLED WITH CONCRETE AND
 GZ0163'STAMPED CALEAST 1951.  PIPE PROJECTS 3 INCHES.
 GZ0163
 GZ0163                          STATION RECOVERY (1962)
 GZ0163
 GZ0163'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1962 (EB)
 GZ0163'STATION, AZIMUTH AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 GZ0163'GOOD CONDITION.  A METAL WITNESS POST AND SIGN WAS SET (BY THIS
 GZ0163'AGENCY IN OCTOBER 1961) AT THE STATION AND AT THE AZIMUTH MARK.
 GZ0163'STATION IS 2.7 FEET WEST OF WITNESS POST AND SIGN AND AZIMUTH MARK
 GZ0163'IS 1.6 FEET SOUTH OF WITNESS POST AND SIGN.
 GZ0163'
 GZ0163'DIRECTION BETWEEN AZIMUTH MARK AND BLUE GRASS ORDINANCE DEPOT WATER
 GZ0163'TANK NO. 227 FAILED TO CHECK THE 1951 DIRECTIONS BY 0 DEG 09 MIN 54
 GZ0163'SEC.
 GZ0163'
 GZ0163'THE OLD DESCRIPTION AND TO REACH IS ADEQUATE.
 GZ0163'
 GZ0163'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 GZ0163
 GZ0163                          STATION RECOVERY (1962)
 GZ0163
 GZ0163'RECOVERY NOTE BY US AIR FORCE 1962
 GZ0163'STATION MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0162 ***********************************************************************
 GZ0162  DESIGNATION -  CALEAST AZ MK
 GZ0162  PID         -  GZ0162
 GZ0162  STATE/COUNTY-  KY/MADISON
 GZ0162  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0162
 GZ0162                         *CURRENT SURVEY CONTROL
 GZ0162  ___________________________________________________________________
 GZ0162* NAD 83(1986)-  37 41 40.     (N)    084 19 45.     (W)     SCALED    
 GZ0162* NAVD 88     -       279.320  (meters)     916.40   (feet)  ADJUSTED  
 GZ0162  ___________________________________________________________________
 GZ0162  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GZ0162  DYNAMIC HT  -         279.113 (meters)     915.72  (feet)  COMP
 GZ0162  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 GZ0162
 GZ0162  VERT ORDER  -  SECOND    CLASS 0
 GZ0162
 GZ0162.The horizontal coordinates were scaled from a topographic map and have
 GZ0162.an estimated accuracy of +/- 6 seconds.
 GZ0162
 GZ0162.The orthometric height was determined by differential leveling
 GZ0162.and adjusted by the National Geodetic Survey in June 1991..
 GZ0162
 GZ0162.The geoid height was determined by GEOID03.
 GZ0162
 GZ0162.The dynamic height is computed by dividing the NAVD 88
 GZ0162.geopotential number by the normal gravity value computed on the
 GZ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0162.degrees latitude (g = 980.6199 gals.).
 GZ0162
 GZ0162.The modeled gravity was interpolated from observed gravity values.
 GZ0162
 GZ0162;                    North         East    Units  Estimated Accuracy
 GZ0162;SPC KY1Z     - 1,152,010.    1,625,300.      MT  (+/- 180 meters Scaled)
 GZ0162
 GZ0162                          SUPERSEDED SURVEY CONTROL
 GZ0162
 GZ0162  NGVD 29 (??/??/92)  279.469  (m)          916.89   (f) ADJ UNCH    2 0
 GZ0162
 GZ0162.Superseded values are not recommended for survey control.
 GZ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0162.See file dsdata.txt to determine how the superseded data were derived.
 GZ0162
 GZ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG354752(NAD 83)
 GZ0162_MARKER: DZ = AZIMUTH MARK DISK
 GZ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0162_STAMPING: CALEAST 1951
 GZ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0162+STABILITY: SURFACE MOTION
 GZ0162
 GZ0162  HISTORY     - Date     Condition        Report By
 GZ0162  HISTORY     - 1951     MONUMENTED       CGS
 GZ0162  HISTORY     - 1961     GOOD             PAS
 GZ0162
 GZ0162                          STATION DESCRIPTION
 GZ0162
 GZ0162'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0162'4.5 MI SW FROM RICHMOND.
 GZ0162'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 25 AND 421 FROM THE
 GZ0162'MADISON COUNTY COURT HOUSE IN RICHMOND, THENCE ABOUT 4.5 MILES
 GZ0162'SOUTHWEST ALONG STATE HIGHWAY 52, ABOUT 98.5 FEET NORTH OF THE
 GZ0162'NORTH END OF THE WEST CONCRETE HEADWALL OF CULVERT, 46 FEET
 GZ0162'NORTHWEST OF THE CENTERLINE OF HIGHWAY, 32.8 FEET WEST OF A 6
 GZ0162'INCH ELM TREE, 1.6 FEET SOUTHEAST OF WIRE FENCE, 1.6 FEET SOUTH
 GZ0162'OF A METAL WITNESS POST AND SIGN AND ABOUT 3 FEET HIGHER THAN
 GZ0162'HIGHWAY.  A STANDARD U.S.C. AND G.S. AZIMUTH MARK DISK SET IN
 GZ0162'TOP OF A CONCRETE POST AND STAMPED CALEAST 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0164 ***********************************************************************
 GZ0164  DESIGNATION -  CALEAST RM 1
 GZ0164  PID         -  GZ0164
 GZ0164  STATE/COUNTY-  KY/MADISON
 GZ0164  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0164
 GZ0164                         *CURRENT SURVEY CONTROL
 GZ0164  ___________________________________________________________________
 GZ0164* NAD 83(1986)-  37 41 26.     (N)    084 19 55.     (W)     SCALED    
 GZ0164* NAVD 88     -       304.13   (+/-2cm)     997.8    (feet)  VERTCON   
 GZ0164  ___________________________________________________________________
 GZ0164  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GZ0164
 GZ0164  VERT ORDER  -  ? (See Below)
 GZ0164
 GZ0164.The horizontal coordinates were scaled from a topographic map and have
 GZ0164.an estimated accuracy of +/- 6 seconds.
 GZ0164
 GZ0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ0164.The vertical order pertains to the NGVD 29 superseded value.
 GZ0164
 GZ0164.The geoid height was determined by GEOID03.
 GZ0164
 GZ0164;                    North         East    Units  Estimated Accuracy
 GZ0164;SPC KY1Z     - 1,151,580.    1,625,060.      MT  (+/- 180 meters Scaled)
 GZ0164
 GZ0164                          SUPERSEDED SURVEY CONTROL
 GZ0164
 GZ0164  NGVD 29 (??/??/92)  304.280  (m)          998.29   (f) ADJ UNCH    ?  
 GZ0164
 GZ0164.Superseded values are not recommended for survey control.
 GZ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0164.See file dsdata.txt to determine how the superseded data were derived.
 GZ0164
 GZ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG352748(NAD 83)
 GZ0164_MARKER: DR = REFERENCE MARK DISK
 GZ0164_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GZ0164_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GZ0164_STAMPING: CALEAST NO 1 1951
 GZ0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0164
 GZ0164  HISTORY     - Date     Condition        Report By
 GZ0164  HISTORY     - 1951     MONUMENTED       CGS
 GZ0164  HISTORY     - 1961     GOOD             PAS
 GZ0164
 GZ0164                          STATION DESCRIPTION
 GZ0164
 GZ0164'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0164'4.8 MI SW FROM RICHMOND.
 GZ0164'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 25 AND 421 FROM THE
 GZ0164'MADISON COUNTY COURT HOUSE IN RICHMOND, THENCE ABOUT 4.8 MILES
 GZ0164'SOUTHWEST ALONG STATE HIGHWAY 52, 39.5 FEET SOUTH-SOUTHWEST OF
 GZ0164'THE CENTER OF FARM LANE, 34.8 FEET WEST OF A POWER POLE, 34 FEET
 GZ0164'SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 3.0 FEET NORTHWEST OF
 GZ0164'WIRE FENCE.  A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET
 GZ0164'IN TOP OF A 4 INCH IRON PIPE FILLED WITH CONCRETE AND STAMPED
 GZ0164'CALEAST NO. 1 1951.  PIPE PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0165 ***********************************************************************
 GZ0165  DESIGNATION -  CALEAST RM 2
 GZ0165  PID         -  GZ0165
 GZ0165  STATE/COUNTY-  KY/MADISON
 GZ0165  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0165
 GZ0165                         *CURRENT SURVEY CONTROL
 GZ0165  ___________________________________________________________________
 GZ0165* NAD 83(1986)-  37 41 26.     (N)    084 19 55.     (W)     SCALED    
 GZ0165* NAVD 88     -       305.25   (+/-2cm)    1001.5    (feet)  VERTCON   
 GZ0165  ___________________________________________________________________
 GZ0165  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GZ0165
 GZ0165  VERT ORDER  -  ? (See Below)
 GZ0165
 GZ0165.The horizontal coordinates were scaled from a topographic map and have
 GZ0165.an estimated accuracy of +/- 6 seconds.
 GZ0165
 GZ0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ0165.The vertical order pertains to the NGVD 29 superseded value.
 GZ0165
 GZ0165.The geoid height was determined by GEOID03.
 GZ0165
 GZ0165;                    North         East    Units  Estimated Accuracy
 GZ0165;SPC KY1Z     - 1,151,580.    1,625,060.      MT  (+/- 180 meters Scaled)
 GZ0165
 GZ0165                          SUPERSEDED SURVEY CONTROL
 GZ0165
 GZ0165  NGVD 29 (??/??/92)  305.404  (m)         1001.98   (f) ADJ UNCH    ?  
 GZ0165
 GZ0165.Superseded values are not recommended for survey control.
 GZ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0165.See file dsdata.txt to determine how the superseded data were derived.
 GZ0165
 GZ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG352748(NAD 83)
 GZ0165_MARKER: DR = REFERENCE MARK DISK
 GZ0165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GZ0165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GZ0165_STAMPING: CALEAST NO 2 1951
 GZ0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0165
 GZ0165  HISTORY     - Date     Condition        Report By
 GZ0165  HISTORY     - 1951     MONUMENTED       CGS
 GZ0165  HISTORY     - 1961     GOOD             PAS
 GZ0165
 GZ0165                          STATION DESCRIPTION
 GZ0165
 GZ0165'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0165'4.8 MI SW FROM RICHMOND.
 GZ0165'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 25 AND 421 FROM THE
 GZ0165'MADISON COUNTY COURT HOUSE IN RICHMOND, THENCE ABOUT 4.8 MILES
 GZ0165'SOUTHWEST ALONG STATE HIGHWAY 52, 75.5 FEET SOUTH-SOUTHWEST OF THE
 GZ0165'CENTER OF FARM LANE, 69.2 FEET SOUTHWEST OF A POWER POLE, 41.5
 GZ0165'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 1.1 FEET NORTHWEST OF
 GZ0165'WIRE FENCE.  A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN
 GZ0165'TOP OF A 4 INCH IRON PIPE FILLED WITH CONCRETE AND STAMPED CALEAST
 GZ0165'NO. 2 1951.  PIPE PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3211 ***********************************************************************
 GY3211  DESIGNATION -  CALF
 GY3211  PID         -  GY3211
 GY3211  STATE/COUNTY-  KY/MARTIN
 GY3211  USGS QUAD   -  MILO (1992)
 GY3211
 GY3211                         *CURRENT SURVEY CONTROL
 GY3211  ___________________________________________________________________
 GY3211* NAD 83(1993)-  37 55 06.29447(N)    082 31 21.38650(W)     ADJUSTED  
 GY3211* NAVD 88     -       358.0    (meters)    1175.     (feet)  VERTCON   
 GY3211  ___________________________________________________________________
 GY3211  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 GY3211  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 GY3211
 GY3211  HORZ ORDER  -  THIRD
 GY3211
 GY3211.The horizontal coordinates were established by classical geodetic methods
 GY3211.and adjusted by the National Geodetic Survey in December 1995..
 GY3211
 GY3211.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3211
 GY3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3211
 GY3211.The geoid height was determined by GEOID03.
 GY3211
 GY3211;                    North         East     Units Scale Factor Converg.
 GY3211;SPC KY1Z     - 1,180,822.371 1,783,700.133   MT  0.99990521   +1 58 53.4
 GY3211;SPC KY1Z     - 3,874,081.40  5,852,022.85   sFT  0.99990521   +1 58 53.4
 GY3211;SPC KY S     -   680,756.244   783,727.638   MT  0.99999731   +1 57 26.3
 GY3211;SPC KY S     - 2,233,447.78  2,571,279.76   sFT  0.99999731   +1 57 26.3
 GY3211;SPC KY N     -    47,866.953   651,881.336   MT  1.00000765   +1 04 28.4
 GY3211;SPC KY N     -   157,043.49  2,138,714.02   sFT  1.00000765   +1 04 28.4
 GY3211;SPC WV S     -   103,032.711   466,132.163   MT  0.99993640   -0 56 28.6
 GY3211;UTM  17      - 4,197,856.033   366,167.285   MT  0.99982060   -0 56 09.0
 GY3211
 GY3211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3211!SPC KY1Z     -   0.99994892  x   0.99990521  =   0.99985414
 GY3211!SPC KY S     -   0.99994892  x   0.99999731  =   0.99994623
 GY3211!SPC KY N     -   0.99994892  x   1.00000765  =   0.99995657
 GY3211!SPC WV S     -   0.99994892  x   0.99993640  =   0.99988533
 GY3211!UTM  17      -   0.99994892  x   0.99982060  =   0.99976953
 GY3211
 GY3211|---------------------------------------------------------------------|
 GY3211| PID    Reference Object                     Distance      Geod. Az  |
 GY3211|                                                           dddmmss.s |
 GY3211| DB8918 CALF RM 1                             7.128 METERS 15656     |
 GY3211| GY3215 SPRING KNOB LOOKOUT TOWER           APPROX.16.0 KM 2251441.8 |
 GY3211| DB8919 CALF RM 2                             7.170 METERS 24029     |
 GY3211|---------------------------------------------------------------------|
 GY3211
 GY3211                          SUPERSEDED SURVEY CONTROL
 GY3211
 GY3211  NAD 83(1986)-  37 55 06.30105(N)    082 31 21.39043(W) AD(       ) 3
 GY3211  NAD 27      -  37 55 05.96410(N)    082 31 21.84960(W) AD(       ) 3
 GY3211  NGVD 29 (07/19/86)  358.2    (m)         1175.     (f) VERT ANG       
 GY3211
 GY3211.Superseded values are not recommended for survey control.
 GY3211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3211.See file dsdata.txt to determine how the superseded data were derived.
 GY3211
 GY3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB6616797856(NAD 83)
 GY3211_MARKER: DS = TRIANGULATION STATION DISK
 GY3211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3211_SP_SET: PREFABRICATED CONCRETE POST
 GY3211
 GY3211  HISTORY     - Date     Condition        Report By
 GY3211  HISTORY     - 1957     MONUMENTED       CGS
 GY3211
 GY3211                          STATION DESCRIPTION
 GY3211
 GY3211'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3211'THE STATION IS APPROXIMATELY 4 MILES NORTH OF INEZ, 2 MILES NORTHEAST
 GY3211'OF ADD, AND 1 MILE WEST OF THE CALF SCHOOL, ON PROPERTY OWNED
 GY3211'BY MR. PRINT HINKLE.
 GY3211'
 GY3211'TO REACH FROM THE COURT HOUSE IN INEZ, GO WEST ON STATE HIGHWAY 40
 GY3211'FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY 3, TURN RIGHT ON
 GY3211'HIGHWAY AND GO 8.8 MILES TO A SIDE ROAD ON THE RIGHT, JUST PAST A
 GY3211'ROAD SIGN HIDDEN ENTRANCE.  TURN RIGHT ON GRAVEL ROAD AND GO 3.5
 GY3211'MILES TO A FORK, JUST PAST A SMALL BRIDGE OVER CALF CREEK BOTTOM AND
 GY3211'THEN TRACK ROAD FOR 0.1 MILE TO A DIM FORK, TAKE SHARP LEFT FORK
 GY3211'UP HILL ALONG FENCE LINE FOR 0.25 MILE TO THE TOP OF THE RIDGE AND
 GY3211'THE END OF TRUCK TRAVEL.  PACK NORTH AND WEST FOR 0.2 MILE TO THE
 GY3211'HIGHEST POINT AND THE STATION.  (ABOUT A 10 MIN. PACK)
 GY3211'
 GY3211'STATION MARK, A STANDARD DISK STAMPED CALF 1957, IS BRAZED TO THE TOP
 GY3211'OF A 2-1/2 INCH PIPE WHICH PROJECTS 8 INCHES.  IT IS 5 FEET EAST OF
 GY3211'A 8 INCH TREE WITH A TRIANGLE BLAZE ON THE SOUTHEAST SIDE AND 15 FEET
 GY3211'NORTHWEST OF A 8 INCH TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE.
 GY3211'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 20
 GY3211'INCHES BELOW THE SURFACE OF THE GROUND.
 GY3211'
 GY3211'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CALF NO. 1 1957, IS
 GY3211'BRAZED TO THE TOP OF A 2-1/2 INCH PIPE WHICH PROJECTS 8 INCHES.  IT
 GY3211'IS 17 FEET SOUTH OF A 8 INCH TREE WITH A TRIANGLE BLAZE ON THE WEST
 GY3211'SIDE.
 GY3211'
 GY3211'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CALF NO. 2 1957, IS
 GY3211'BRAZED TO THE TOP OF A 2-1/2 INCH PIPE WHICH PROJECTS 6 INCHES.  IT
 GY3211'IS 5 FEET NORTHWEST OF 6 INCH TREE WITH A TRIANGLE BLAZE ON THE
 GY3211'NORTHEAST SIDE.
 GY3211'
 GY3211'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1635 ***********************************************************************
 HA1635  DESIGNATION -  CALVERT
 HA1635  PID         -  HA1635
 HA1635  STATE/COUNTY-  KY/HOPKINS
 HA1635  USGS QUAD   -  DAWSON SPRINGS (1968)
 HA1635
 HA1635                         *CURRENT SURVEY CONTROL
 HA1635  ___________________________________________________________________
 HA1635* NAD 83(1993)-  37 13 12.56241(N)    087 41 32.31472(W)     ADJUSTED  
 HA1635* NAVD 88     -       176.65   (+/-2cm)     579.6    (feet)  VERTCON   
 HA1635  ___________________________________________________________________
 HA1635  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 HA1635  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HA1635
 HA1635  HORZ ORDER  -  FIRST
 HA1635  VERT ORDER  -  THIRD ? (See Below)
 HA1635
 HA1635.The horizontal coordinates were established by classical geodetic methods
 HA1635.and adjusted by the National Geodetic Survey in December 1995..
 HA1635
 HA1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1635.The vertical order pertains to the NGVD 29 superseded value.
 HA1635
 HA1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1635
 HA1635.The geoid height was determined by GEOID03.
 HA1635
 HA1635;                    North         East     Units Scale Factor Converg.
 HA1635;SPC KY1Z     - 1,100,217.234 1,327,629.110   MT  0.99997007   -1 11 33.0
 HA1635;SPC KY1Z     - 3,609,629.38  4,355,729.84   sFT  0.99997007   -1 11 33.0
 HA1635;SPC KY S     -   600,185.939   327,632.720   MT  0.99994737   -1 10 40.6
 HA1635;SPC KY S     - 1,969,110.03  1,074,908.35   sFT  0.99994737   -1 10 40.6
 HA1635;UTM  16      - 4,119,519.935   438,578.658   MT  0.99964647   -0 25 07.6
 HA1635
 HA1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1635!SPC KY1Z     -   0.99997693  x   0.99997007  =   0.99994700
 HA1635!SPC KY S     -   0.99997693  x   0.99994737  =   0.99992430
 HA1635!UTM  16      -   0.99997693  x   0.99964647  =   0.99962341
 HA1635
 HA1635|---------------------------------------------------------------------|
 HA1635| PID    Reference Object                     Distance      Geod. Az  |
 HA1635|                                                           dddmmss.s |
 HA1635| CG7353 CALVERT RM 1                         26.057 METERS 00336     |
 HA1635| CG7352 CALVERT AZ MK                                      1063739.5 |
 HA1635| CG7354 CALVERT RM 2                         43.965 METERS 13348     |
 HA1635| HA1638 OUTWOOD VETERANS HOSP SMOKESTK      APPROX. 9.3 KM 1623218.6 |
 HA1635| HA1639 OUTWOOD VETERANS HOSP TANK          APPROX. 9.3 KM 1625216.7 |
 HA1635| HA1634 PENNYRILE LOOKOUT TOWER             APPROX.20.3 KM 1734948.4 |
 HA1635| HA1643 CLAXTON RADIO STA KIY 28 TOWER      APPROX.14.7 KM 2150233.3 |
 HA1635| HA1640 ASHER LOOKOUT TOWER                 APPROX.13.6 KM 2690639.0 |
 HA1635| CG7355 CALVERT RM 3                         29.486 METERS 30253     |
 HA1635| HA1636 CHARLESTON LOOKOUT TOWER 1962        12.975 METERS 32903     |
 HA1635|---------------------------------------------------------------------|
 HA1635
 HA1635                          SUPERSEDED SURVEY CONTROL
 HA1635
 HA1635  NAD 83(1986)-  37 13 12.57144(N)    087 41 32.31787(W) AD(       ) 1
 HA1635  NAD 27      -  37 13 12.41100(N)    087 41 32.29390(W) AD(       ) 1
 HA1635  NGVD 29 (07/19/86)  176.74   (m)          579.9    (f) LEVELING    3  
 HA1635
 HA1635.Superseded values are not recommended for survey control.
 HA1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1635.See file dsdata.txt to determine how the superseded data were derived.
 HA1635
 HA1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3857919520(NAD 83)
 HA1635_MARKER: DS = TRIANGULATION STATION DISK
 HA1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1635+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 HA1635
 HA1635  HISTORY     - Date     Condition        Report By
 HA1635  HISTORY     - 1934     MONUMENTED       CGS
 HA1635  HISTORY     - 1962     GOOD             CGS
 HA1635  HISTORY     - 20021216 GOOD             PENRIL
 HA1635
 HA1635                          STATION DESCRIPTION
 HA1635
 HA1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1635'ON THE HIGH GROUND TO THE NORTH-NORTHWEST OF MT. ZION CHURCH, ON THE
 HA1635'PROPERTY OF ROBERT
 HA1635'CALVERT, ABOUT 3-1/2 MILES DUE NORTH OF DAWSON SPRINGS, 1-1/4 MILES
 HA1635'WEST BY SOUTH OF THE VILLAGE OF CHARLESTON.  THE STATION IS LOCATED
 HA1635'ABOUT 100 YARDS NORTH-NORTHWEST OF CHURCH, 11 FEET EAST OF FENCE LINE
 HA1635'AND GARDEN, AND 100 FEET EAST-NORTHEAST OF THE HOUSE OF GANZY
 HA1635'SISK.
 HA1635'
 HA1635'TO REACH FROM DAWSON SPRINGS, GO NORTH ON CHARLESTON ROAD FOR 1.3
 HA1635'MILES TO CEMETERY, KEEP LEFT FORK AND CONTINUE 2.8 MILES TO A
 HA1635'T-ROAD LEFT, TURN LEFT AND FOLLOW 1.0 MILE TO THE MT. ZION CHURCH AND
 HA1635'STATION SITE.
 HA1635'
 HA1635'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HA1635'DISKS SET IN CONCRETE.
 HA1635'
 HA1635'REFERENCE MARK NO. 1 IS NORTH OF STATION ALONG FENCE LINE, 7 FEET
 HA1635'EAST OF FENCE AND GARDEN.
 HA1635'
 HA1635'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION ON DOWNWARD SLOPE
 HA1635'OF THE RIDGE.
 HA1635'
 HA1635'AZIMUTH MARK IS ABOUT 0.25 MILE EAST-SOUTHEAST OF STATION IN THE EDGE
 HA1635'AND LOWEST PART OF CLEARED FIELD, ABOUT 50 YARDS SOUTH-SOUTHWEST OF
 HA1635'UNPAINTED HOUSE, 27 FEET WEST-NORTHWEST OF 40-INCH TWIN BLACK OAK,
 HA1635'AND 35 FEET NORTH OF THE CENTER LINE OF ROAD.
 HA1635'
 HA1635'A 90-FOOT TOWER IS NECESSARY TO CLEAR THE LINE TO STATION BRINKLEY.
 HA1635'
 HA1635'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA1635
 HA1635                          STATION RECOVERY (1962)
 HA1635
 HA1635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1635'THE STATION REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED.
 HA1635'THE STATION AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 HA1635'REFERENCE MARKS 1 AND 2 WERE IN GOOD CONDITION EXCEPT THE DISKS HAD
 HA1635'BEEN DEFACED BY A METAL OBJECT AND HAD TO BE RESTAMPED.  THE
 HA1635'DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.  THE DISTANCE TO
 HA1635'REFERENCE MARK 2 FAILED TO CHECK BY 33.07 FEET LONGER VALUE AND
 HA1635'THE DIRECTION FAILED TO CHECK BY 1 MINUTE AND 23 SECONDS LOWER VALUE.
 HA1635'THE DIRECTION TO THE AZIMUTH MARK FAILED TO CHECK BY 10.2
 HA1635'SECONDS.  REFERENCE MARK 2 WAS DESTROYED AND A NEW REFERENCE MARK 3
 HA1635'WAS ESTABLISHED IN A BETTER LOCATION.
 HA1635'
 HA1635'DUE TO CHANGES OF REFERENCE POINTS A COMPLETE NEW DESCRIPTION
 HA1635'FOLLOWS.
 HA1635'
 HA1635'THE STATION IS ABOUT 1-1/4 MILES SOUTHWEST OF THE VILLAGE OF
 HA1635'CHARLESTON, ABOUT 3-1/2 MILES NORTH OF DAWSON SPRINGS AND ON THE
 HA1635'PROPERTY OF MR. THURMAN MUSGROVE.  IT IS 3 FEET EAST OF A WITNESS
 HA1635'POST, 30 FEET EAST OF A TELEPHONE POLE, 31 FEET SOUTHEAST OF THE
 HA1635'SOUTHEAST LEG OF A LOOKOUT TOWER AND 101 FEET NORTHEAST OF THE
 HA1635'NORTHEAST CORNER OF A HOUSE.  THE MONUMENT PROJECTS 3 INCHES AND
 HA1635'THE DISK IS STAMPED CALVERT 1934.
 HA1635'
 HA1635'TO REACH FROM THE PUBLIC SCHOOL IN THE VILLAGE OF CHARLESTON, GO
 HA1635'SOUTH ON STATE HIGHWAY 109 FOR 0.35 MILE TO A SIDE ROAD RIGHT.  TURN
 HA1635'RIGHT AND GO WESTERLY ON A PAVED ROAD FOR 0.8 MILE TO THE AZIMUTH
 HA1635'MARK ON THE RIGHT.  CONTINUE NORTHWEST ON THE PAVED ROAD FOR 0.2
 HA1635'MILE TO A GRAVELED DRIVEWAY RIGHT.  TURN RIGHT AND GO NE ON THE
 HA1635'DRIVEWAY FOR 0.05 MILE TO THE LOOKOUT TOWER AND THE STATION.
 HA1635'
 HA1635'REFERENCE MARK 1 IS 15 FEET NORTHEAST OF A 14 INCH PEAR TREE, 19 FEET
 HA1635'SOUTH OF A 7 INCH HICKORY TREE AND 46 FEET NORTHEAST OF THE
 HA1635'NORTHEAST LEG OF THE LOOKOUT TOWER.  THE MONUMENT PROJECTS 8 INCHES
 HA1635'AND THE DISK IS STAMPED CALVERT NO 1 1934.
 HA1635'
 HA1635'REFERENCE MARK 3 IS 14 FEET NORTHWEST OF THE CENTERLINE OF THE
 HA1635'GRAVELED DRIVEWAY, 56 FEET WEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 HA1635'TOWER AND 83 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE.  THE
 HA1635'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED CALVERT NO 3
 HA1635'1934.
 HA1635'
 HA1635'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF
 HA1635'A 10 INCH CONCRETE POST PROJECTING 10 INCHES AND IS STAMPED
 HA1635'CALVERT AZI. 1934.  IT IS 1 FOOT SOUTHWEST OF A WITNESS POST, 37 FEET
 HA1635'NORTH OF THE CENTERLINE OF THE PAVED ROAD, 24 FEET WEST OF A 12
 HA1635'INCH OAK TREE AND 70 FEET WEST OF THE CENTERLINE OF A DIRT ROAD.
 HA1635'
 HA1635'CHARLESTON LOOKOUT TOWER PICTURE POINT
 HA1635'
 HA1635'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1635
 HA1635                          STATION RECOVERY (2002)
 HA1635
 HA1635'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2002 (RL)
 HA1635'LOOKOUT TOWER IS GONE, BUT CONCRETE BASE REMAINS.  MARK IS APPROX 30
 HA1635'FEET NE OF THE NE OF A HOUSE AND 20 FEET EAST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2329 ***********************************************************************
 HY2329  DESIGNATION -  CAMERON
 HY2329  PID         -  HY2329
 HY2329  STATE/COUNTY-  KY/GREENUP
 HY2329  USGS QUAD   -  PORTSMOUTH (1975)
 HY2329
 HY2329                         *CURRENT SURVEY CONTROL
 HY2329  ___________________________________________________________________
 HY2329* NAD 83(1993)-  38 42 30.44048(N)    082 53 33.98566(W)     ADJUSTED  
 HY2329* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 HY2329  ___________________________________________________________________
 HY2329  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 HY2329  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY2329
 HY2329  HORZ ORDER  -  FIRST
 HY2329
 HY2329.The horizontal coordinates were established by classical geodetic methods
 HY2329.and adjusted by the National Geodetic Survey in April 1998..
 HY2329
 HY2329.The orthometric height was scaled from a topographic map.
 HY2329
 HY2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2329
 HY2329.The geoid height was determined by GEOID03.
 HY2329
 HY2329;                    North         East     Units Scale Factor Converg.
 HY2329;SPC KY1Z     - 1,267,411.787 1,748,487.493   MT  1.00001034   +1 45 15.2
 HY2329;SPC KY1Z     - 4,158,166.84  5,736,496.05   sFT  1.00001034   +1 45 15.2
 HY2329;SPC KY N     -   135,006.519   618,044.881   MT  0.99997091   +0 50 39.4
 HY2329;SPC KY N     -   442,933.89  2,027,702.25   sFT  0.99997091   +0 50 39.4
 HY2329;SPC OH S     -    78,723.196   565,836.169   MT  1.00000498   -0 14 57.2
 HY2329;UTM  17      - 4,286,124.719   335,424.331   MT  0.99993354   -1 11 02.1
 HY2329
 HY2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2329!SPC KY1Z     -   0.99996174  x   1.00001034  =   0.99997208
 HY2329!SPC KY N     -   0.99996174  x   0.99997091  =   0.99993265
 HY2329!SPC OH S     -   0.99996174  x   1.00000498  =   0.99996672
 HY2329!UTM  17      -   0.99996174  x   0.99993354  =   0.99989528
 HY2329
 HY2329:                Primary Azimuth Mark                     Grid Az
 HY2329:SPC KY1Z     -  HOWLAND                                  222 03 15.6
 HY2329:SPC KY N     -  HOWLAND                                  222 57 51.4
 HY2329:SPC OH S     -  HOWLAND                                  224 03 28.0
 HY2329:UTM  17      -  HOWLAND                                  224 59 32.9
 HY2329
 HY2329|---------------------------------------------------------------------|
 HY2329| PID    Reference Object                     Distance      Geod. Az  |
 HY2329|                                                           dddmmss.s |
 HY2329| HY2330 HOWLAND                             APPROX.12.1 KM 2234830.8 |
 HY2329|---------------------------------------------------------------------|
 HY2329
 HY2329                          SUPERSEDED SURVEY CONTROL
 HY2329
 HY2329  NAD 83(1993)-  38 42 30.44177(N)    082 53 33.98788(W) AD(       ) 1
 HY2329  NAD 83(1986)-  38 42 30.44775(N)    082 53 33.99039(W) AD(       ) 1
 HY2329  NAD 27      -  38 42 30.17000(N)    082 53 34.37600(W) AD(       ) 1
 HY2329
 HY2329.Superseded values are not recommended for survey control.
 HY2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2329.See file dsdata.txt to determine how the superseded data were derived.
 HY2329
 HY2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC3542486125(NAD 83)
 HY2329_MARKER: DS = TRIANGULATION STATION DISK
 HY2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2329
 HY2329  HISTORY     - Date     Condition        Report By
 HY2329  HISTORY     - 1929     MONUMENTED       CGS
 HY2329  HISTORY     - 1935     GOOD             CGS
 HY2329
 HY2329                          STATION DESCRIPTION
 HY2329
 HY2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (ECB)
 HY2329'TO REACH STATION CROSS THE TOLL BRIDGE OVER OHIO RIVER FROM
 HY2329'PORTSMOUTH, OHIO TO THE KENTUCKY SIDE AND TAKE THE RIVER ROAD SOUTH
 HY2329'FROM FULLERTON TO LIMEVILLE, A DISTANCE OF 6 MILES.  AT LIMEVILLE
 HY2329'TURN WEST ON THE ROAD RUNNING UP LIMEVILLE BRANCH AND FOLLOW 1.4
 HY2329'MILES TO TOP OF RIDGE.  TAKE RIGHT HAND ROAD HERE AND GO 0.1 MILE
 HY2329'TO STATION, WHICH IS ABOUT 200 METERS EAST OF THE CAMERON FARMHOUSE
 HY2329'AND ON MR. CAMERONS PROPERTY.  THE STATION IS 3.6 METERS SOUTH OF THE
 HY2329'SOUTH FENCE LINE OF THE ROAD LEADING BY THE STATION.
 HY2329'
 HY2329'REFERENCE MARK NO.1, EAST OF STATION AND 3 FEET SOUTH OF FENCE ALONG
 HY2329'SOUTH SIDE OF ROAD.
 HY2329'
 HY2329'REFERENCE MARK NO.2, WEST OF STATION AND ABOUT 50 METERS EAST OF MR
 HY2329'CAMERONS HOUSE.
 HY2329'
 HY2329'MARK IS IN THE FENCE LINE ON SOUTH SIDE OF ROAD LEADING TO STATION.
 HY2329'
 HY2329'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HY2329'SET IN CONCRETE.
 HY2329'
 HY2329'HEIGHT OF SIGNAL ABOVE STATION MARK 31.4 METERS.
 HY2329
 HY2329                          STATION RECOVERY (1935)
 HY2329
 HY2329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 HY2329'CHANGE PART OF DESCRIPTION WHICH READS, TURN EAST ON ROAD RUNNING UP
 HY2329'LIMEVILL BRANCH, TO, TURN WEST ON ROAD RUNNING UP LIMEVILLE BRANCH.
 HY2329'
 HY2329'REMAINDER OF DESCRIPTION IS EXACT AND EASILY FOLLOWED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2481 ***********************************************************************
 GC2481  DESIGNATION -  CAMP
 GC2481  PID         -  GC2481
 GC2481  STATE/COUNTY-  KY/CHRISTIAN
 GC2481  USGS QUAD   -  OAK GROVE (1982)
 GC2481
 GC2481                         *CURRENT SURVEY CONTROL
 GC2481  ___________________________________________________________________
 GC2481* NAD 83(1993)-  36 38 25.64830(N)    087 27 42.74298(W)     ADJUSTED  
 GC2481* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 GC2481  ___________________________________________________________________
 GC2481  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 GC2481  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC2481
 GC2481  HORZ ORDER  -  THIRD
 GC2481
 GC2481.The horizontal coordinates were established by classical geodetic methods
 GC2481.and adjusted by the National Geodetic Survey in December 1995..
 GC2481
 GC2481.The orthometric height was scaled from a topographic map.
 GC2481
 GC2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2481
 GC2481.The geoid height was determined by GEOID03.
 GC2481
 GC2481;                    North         East     Units Scale Factor Converg.
 GC2481;SPC KY1Z     - 1,035,492.018 1,346,896.736   MT  1.00013537   -1 03 03.7
 GC2481;SPC KY1Z     - 3,397,276.73  4,418,943.71   sFT  1.00013537   -1 03 03.7
 GC2481;SPC KY S     -   535,469.862   346,914.470   MT  1.00001816   -1 02 17.5
 GC2481;SPC KY S     - 1,756,787.37  1,138,168.56   sFT  1.00001816   -1 02 17.5
 GC2481;SPC TN       -   256,959.502   469,264.798   MT  1.00004735   -0 51 21.0
 GC2481;SPC TN       -   843,041.30  1,539,579.59   sFT  1.00004735   -0 51 21.0
 GC2481;UTM  16      - 4,055,087.719   458,711.538   MT  0.99962100   -0 16 32.3
 GC2481
 GC2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2481!SPC KY1Z     -   0.99998080  x   1.00013537  =   1.00011616
 GC2481!SPC KY S     -   0.99998080  x   1.00001816  =   0.99999896
 GC2481!SPC TN       -   0.99998080  x   1.00004735  =   1.00002815
 GC2481!UTM  16      -   0.99998080  x   0.99962100  =   0.99960180
 GC2481
 GC2481:                Primary Azimuth Mark                     Grid Az
 GC2481:SPC KY1Z     -  FORT CAMPBELL HOSP HEATING STK           037 02 02.4
 GC2481:SPC KY S     -  FORT CAMPBELL HOSP HEATING STK           037 01 16.2
 GC2481:SPC TN       -  FORT CAMPBELL HOSP HEATING STK           036 50 19.7
 GC2481:UTM  16      -  FORT CAMPBELL HOSP HEATING STK           036 15 31.0
 GC2481
 GC2481|---------------------------------------------------------------------|
 GC2481| PID    Reference Object                     Distance      Geod. Az  |
 GC2481|                                                           dddmmss.s |
 GC2481| GC2485 FORT CAMPBELL HOSP HEATING STK      APPROX. 1.9 KM 0355858.7 |
 GC2481| CG5008 CAMP RM 1                            26.945 METERS 10018     |
 GC2481| CG5009 CAMP RM 2                            28.396 METERS 19634     |
 GC2481| GC2486 FORT CAMPBELL NORTH WATER TANK      APPROX. 1.9 KM 3242010.5 |
 GC2481| CG5007 CAMP AZ MK                                         3412152.8 |
 GC2481|---------------------------------------------------------------------|
 GC2481
 GC2481                          SUPERSEDED SURVEY CONTROL
 GC2481
 GC2481  NAD 83(1993)-  36 38 25.65612(N)    087 27 42.74575(W) AD(       ) 3
 GC2481  NAD 83(1986)-  36 38 25.65752(N)    087 27 42.74554(W) AD(       ) 3
 GC2481  NAD 27      -  36 38 25.48800(N)    087 27 42.70900(W) AD(       ) 3
 GC2481
 GC2481.Superseded values are not recommended for survey control.
 GC2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2481.See file dsdata.txt to determine how the superseded data were derived.
 GC2481
 GC2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5871255088(NAD 83)
 GC2481_MARKER: DS = TRIANGULATION STATION DISK
 GC2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2481
 GC2481  HISTORY     - Date     Condition        Report By
 GC2481  HISTORY     - 1953     MONUMENTED       CGS
 GC2481  HISTORY     - 1958     GOOD             USA
 GC2481  HISTORY     - 1960     GOOD             LOCSUR
 GC2481  HISTORY     - 1960     GOOD             USE
 GC2481
 GC2481                          STATION DESCRIPTION
 GC2481
 GC2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2481'STATION IS LOCATED ALONG THE KENTUCKY-TENNESSEE STATE LINE AT THE
 GC2481'INTERSECTION OF MISSOURI AVE AND 32ND STREET ON FORT CAMPBELL
 GC2481'MILITARY RESERVATION. IT IS 349 FEET SOUTH OF THE INTERSECTION, 120
 GC2481'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A RAILROAD TRACK AND 2 FEET
 GC2481'NORTH OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS
 GC2481'STAMPED CAMP 1953.
 GC2481'
 GC2481'REFERENCE MARK NO. 1 IS 50 FEET SOUTHEAST OF AN 8 INCH PECAN TREE AND
 GC2481'40 FEET SOUTHWEST OF THE RAILROAD TRACK. THE MARK IS FLUSH AND THE
 GC2481'DISK IS STAMPED CAMP NO 1 1953.
 GC2481'
 GC2481'REFERENCE MARK NO. 2 IS 20 FEET NORTHWEST OF A 10 INCH PECAN TREE.
 GC2481'THE MARK IS FLUSH AND THE DISK IS STAMPED CAMP NO 2 1953.
 GC2481'
 GC2481'AZIMUTH MARK IS AT THE INTERSECTION OF MISSOURI AVENUE AND 35TH
 GC2481'STREET, 40 FEET NORTHWEST OF THE CENTER OF 35TH STREET, 31 FEET
 GC2481'SOUTHWEST OF THE CENTER OF MISSOURI AVENUE AND 2 FEET WEST OF A WHITE
 GC2481'WITNESS POST AND POWER POLE. THE MARK IS FLUSH AND THE DISK IS
 GC2481'STAMPED CAMP 1953.
 GC2481'
 GC2481'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON MISSOURI
 GC2481'AVENUE FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2481'
 GC2481'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2481
 GC2481                          STATION RECOVERY (1958)
 GC2481
 GC2481'RECOVERY NOTE BY US ARMY 1958
 GC2481'STATION, R.M. 2 AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED
 GC2481'AND STAMPED CAMP 1953, CAMP NO. 2 1953 AND CAMP 1953
 GC2481'RESPECTIVELY.
 GC2481'
 GC2481'R.M. 1 WAS NOT RECOVERED.  THERE IS EVIDENCE OF CONSIDERABLE
 GC2481'DIGGING AND VEHICULAR TRAFFIC IN THE VICINITY.  THE MARK WAS
 GC2481'PROBABLY COVERED OVER BY THIS ACTIVITY.
 GC2481
 GC2481                          STATION RECOVERY (1960)
 GC2481
 GC2481'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 GC2481'STATION RECOVERED.
 GC2481
 GC2481                          STATION RECOVERY (1960)
 GC2481
 GC2481'RECOVERY NOTE BY US ENGINEERS 1960
 GC2481'CAMP USC AND GS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1706 ***********************************************************************
 HA1706  DESIGNATION -  CAMP BRECKINRIDGE N STANDPIPE
 HA1706  PID         -  HA1706
 HA1706  STATE/COUNTY-  KY/UNION
 HA1706  USGS QUAD   -  WAVERLY (1969)
 HA1706
 HA1706                         *CURRENT SURVEY CONTROL
 HA1706  ___________________________________________________________________
 HA1706* NAD 83(1993)-  37 41 11.16170(N)    087 51 21.51135(W)     ADJUSTED  
 HA1706* NAVD 88     -                                                        
 HA1706  ___________________________________________________________________
 HA1706  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 HA1706  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 HA1706
 HA1706  HORZ ORDER  -  THIRD
 HA1706
 HA1706.The horizontal coordinates were established by classical geodetic methods
 HA1706.and adjusted by the National Geodetic Survey in December 1995..
 HA1706
 HA1706
 HA1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1706
 HA1706.The geoid height was determined by GEOID03.
 HA1706
 HA1706;                    North         East     Units Scale Factor Converg.
 HA1706;SPC KY1Z     - 1,152,266.076 1,314,274.580   MT  0.99991041   -1 17 34.8
 HA1706;SPC KY1Z     - 3,780,392.95  4,311,915.85   sFT  0.99991041   -1 17 34.8
 HA1706;SPC KY S     -   652,232.050   314,264.197   MT  0.99996425   -1 16 37.9
 HA1706;SPC KY S     - 2,139,864.65  1,031,048.45   sFT  0.99996425   -1 16 37.9
 HA1706;UTM  16      - 4,171,369.791   424,528.067   MT  0.99967016   -0 31 23.9
 HA1706
 HA1706                          SUPERSEDED SURVEY CONTROL
 HA1706
 HA1706  NAD 83(1986)-  37 41 11.16850(N)    087 51 21.51386(W) AD(       ) 4
 HA1706  NAD 27      -  37 41 11.00444(N)    087 51 21.42660(W) AD(       ) 3
 HA1706
 HA1706.Superseded values are not recommended for survey control.
 HA1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1706.See file dsdata.txt to determine how the superseded data were derived.
 HA1706
 HA1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2452871370(NAD 83)
 HA1706_MARKER: 52 = STANDPIPE TANK
 HA1706
 HA1706  HISTORY     - Date     Condition        Report By
 HA1706  HISTORY     - 1962     FIRST OBSERVED   CGS
 HA1706
 HA1706                          STATION DESCRIPTION
 HA1706
 HA1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1706'THE STATION IS THE CENTER OF THE TOP OF THE CONCRETE WATER TOWER. IT
 HA1706'IS PAINTED ORANGE AND BLACK (CHECKERED) NEAR THE TOP AND HAS AN
 HA1706'OVERALL HEIGHT OF ABOUT 150 FEET.
 HA1706'
 HA1706'LOCATED AT THE NORTHEAST EDGE OF THE MAIN SECTION OF CAMP
 HA1706'BRECKINRIDGE ABOUT 200 FEET NORTH OF THE INTERSECTION OF ROADS B AND
 HA1706'34. IT IS OWNED AND OPERATED BY THE U.S. ARMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1707 ***********************************************************************
 HA1707  DESIGNATION -  CAMP BRECKINRIDGE S STANDPIPE
 HA1707  PID         -  HA1707
 HA1707  STATE/COUNTY-  KY/UNION
 HA1707  USGS QUAD   -  WAVERLY (1969)
 HA1707
 HA1707                         *CURRENT SURVEY CONTROL
 HA1707  ___________________________________________________________________
 HA1707* NAD 83(1993)-  37 39 53.85340(N)    087 52 04.95090(W)     ADJUSTED  
 HA1707* NAVD 88     -                                                        
 HA1707  ___________________________________________________________________
 HA1707  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 HA1707  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HA1707
 HA1707  HORZ ORDER  -  THIRD
 HA1707
 HA1707.The horizontal coordinates were established by classical geodetic methods
 HA1707.and adjusted by the National Geodetic Survey in December 1995..
 HA1707
 HA1707
 HA1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1707
 HA1707.The geoid height was determined by GEOID03.
 HA1707
 HA1707;                    North         East     Units Scale Factor Converg.
 HA1707;SPC KY1Z     - 1,149,907.519 1,313,156.531   MT  0.99991172   -1 18 01.4
 HA1707;SPC KY1Z     - 3,772,654.92  4,308,247.72   sFT  0.99991172   -1 18 01.4
 HA1707;SPC KY S     -   649,873.062   313,146.741   MT  0.99996202   -1 17 04.2
 HA1707;SPC KY S     - 2,132,125.20  1,027,382.27   sFT  0.99996202   -1 17 04.2
 HA1707;UTM  16      - 4,168,996.996   423,442.068   MT  0.99967219   -0 31 49.6
 HA1707
 HA1707                          SUPERSEDED SURVEY CONTROL
 HA1707
 HA1707  NAD 83(1986)-  37 39 53.86020(N)    087 52 04.95361(W) AD(       ) 4
 HA1707  NAD 27      -  37 39 53.69542(N)    087 52 04.86711(W) AD(       ) 3
 HA1707
 HA1707.Superseded values are not recommended for survey control.
 HA1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1707.See file dsdata.txt to determine how the superseded data were derived.
 HA1707
 HA1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2344268997(NAD 83)
 HA1707_MARKER: 52 = STANDPIPE TANK
 HA1707
 HA1707  HISTORY     - Date     Condition        Report By
 HA1707  HISTORY     - 1962     FIRST OBSERVED   CGS
 HA1707
 HA1707                          STATION DESCRIPTION
 HA1707
 HA1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1707'THE STATION IS THE CENTER OF THE TOP OF THE CONCRETE WATER TOWER. IT
 HA1707'IS PAINTED ORANGE AND BLACK (CHECKERED) NEAR THE TOP AND HAS AN
 HA1707'OVERALL HEIGHT OF ABOUT 60 FEET.
 HA1707'
 HA1707'LOCATED AT THE SOUTH EDGE OF THE MAIN SECTION OF CAMP BRECKINRIDGE
 HA1707'ABOUT 500 FEET SOUTHWEST OF THE INTERSECTION OF ROADS F AND 4. IT IS
 HA1707'OWNED AND OPERATED BY THE U.S. ARMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3003 ***********************************************************************
 GZ3003  DESIGNATION -  CAMP NELSON
 GZ3003  PID         -  GZ3003
 GZ3003  STATE/COUNTY-  KY/JESSAMINE
 GZ3003  USGS QUAD   -  LITTLE HICKMAN (1993)
 GZ3003
 GZ3003                         *CURRENT SURVEY CONTROL
 GZ3003  ___________________________________________________________________
 GZ3003* NAD 83(1993)-  37 47 51.17028(N)    084 36 06.73110(W)     ADJUSTED  
 GZ3003* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 GZ3003  ___________________________________________________________________
 GZ3003  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 GZ3003  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 GZ3003
 GZ3003  HORZ ORDER  -  THIRD
 GZ3003
 GZ3003.The horizontal coordinates were established by classical geodetic methods
 GZ3003.and adjusted by the National Geodetic Survey in December 1995..
 GZ3003
 GZ3003.The orthometric height was scaled from a topographic map.
 GZ3003
 GZ3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3003
 GZ3003.The geoid height was determined by GEOID03.
 GZ3003
 GZ3003;                    North         East     Units Scale Factor Converg.
 GZ3003;SPC KY1Z     - 1,163,123.863 1,601,107.638   MT  0.99990589   +0 42 17.7
 GZ3003;SPC KY1Z     - 3,816,015.54  5,252,967.31   sFT  0.99990589   +0 42 17.7
 GZ3003;SPC KY N     -    33,086.053   469,008.793   MT  1.00002990   -0 13 08.0
 GZ3003;SPC KY N     -   108,549.83  1,538,739.68   sFT  1.00002990   -0 13 08.0
 GZ3003;SPC KY S     -   663,108.544   601,114.995   MT  0.99997804   +0 41 46.7
 GZ3003;SPC KY S     - 2,175,548.61  1,972,158.11   sFT  0.99997804   +0 41 46.7
 GZ3003;UTM  16      - 4,186,061.866   711,142.424   MT  1.00014913   +1 28 13.1
 GZ3003
 GZ3003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3003!SPC KY1Z     -   0.99995903  x   0.99990589  =   0.99986493
 GZ3003!SPC KY N     -   0.99995903  x   1.00002990  =   0.99998893
 GZ3003!SPC KY S     -   0.99995903  x   0.99997804  =   0.99993707
 GZ3003!UTM  16      -   0.99995903  x   1.00014913  =   1.00010816
 GZ3003
 GZ3003:                Primary Azimuth Mark                     Grid Az
 GZ3003:SPC KY1Z     -  BAKER RESET                              024 06 10.4
 GZ3003:SPC KY N     -  BAKER RESET                              025 01 36.1
 GZ3003:SPC KY S     -  BAKER RESET                              024 06 41.4
 GZ3003:UTM  16      -  BAKER RESET                              023 20 15.0
 GZ3003
 GZ3003|---------------------------------------------------------------------|
 GZ3003| PID    Reference Object                     Distance      Geod. Az  |
 GZ3003|                                                           dddmmss.s |
 GZ3003| GZ3002 BAKER RESET                         APPROX. 4.6 KM 0244828.1 |
 GZ3003| DB8926 CAMP NELSON RM 1                     10.300 METERS 15425     |
 GZ3003| DB8925 CAMP NELSON AZ MK                                  2011154.4 |
 GZ3003| DB8927 CAMP NELSON RM 2                     20.287 METERS 22228     |
 GZ3003|---------------------------------------------------------------------|
 GZ3003
 GZ3003                          SUPERSEDED SURVEY CONTROL
 GZ3003
 GZ3003  NAD 83(1986)-  37 47 51.17851(N)    084 36 06.73673(W) AD(       ) 3
 GZ3003  NAD 27      -  37 47 50.89600(N)    084 36 06.95100(W) AD(       ) 3
 GZ3003
 GZ3003.Superseded values are not recommended for survey control.
 GZ3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3003.See file dsdata.txt to determine how the superseded data were derived.
 GZ3003
 GZ3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1114286062(NAD 83)
 GZ3003_MARKER: DS = TRIANGULATION STATION DISK
 GZ3003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ3003
 GZ3003  HISTORY     - Date     Condition        Report By
 GZ3003  HISTORY     - 1951     MONUMENTED       CGS
 GZ3003
 GZ3003                          STATION DESCRIPTION
 GZ3003
 GZ3003'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ3003'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF NICHOLASVILLE ON
 GZ3003'PROPERTY OWNED BY MR. JOHN NAILER. IT IS 143 FEET EAST OF THE CENTER
 GZ3003'OF U.S. HIGHWAY 27, 92 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GZ3003'LARGE FRAME HOUSE AND 41 FEET NORTH OF THE CENTER OF A GRAVEL FARM
 GZ3003'LANE. THE MARK IS FLUSH AND THE DISK IS STAMPED CAMP NELSON 1951.
 GZ3003'
 GZ3003'REFERENCE MARK NO.1 IS 89 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GZ3003'THE HOUSE, 8 FEET NORTH OF THE CENTER OF THE LANE AND 8 FEET
 GZ3003'SOUTHWEST OF A 12 INCH CATALPA TREE. THE MARK IS FLUSH AND THE DISK
 GZ3003'IS STAMPED CAMP NELSON NO 1 1951.
 GZ3003'
 GZ3003'REFERENCE MARK NO.2 IS 105 FEET EAST OF THE CENTER OF THE HIGHWAY, 19
 GZ3003'FEET SOUTHEAST OF A 24 INCH LOCUST TREE AND 8 FEET NORTH OF THE
 GZ3003'CENTER OF THE FARM LANE. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GZ3003'CAMP NELSON NO 2 1951.
 GZ3003'
 GZ3003'AZIMUTH MARK IS 37 FEET EAST OF THE CENTER OF U.S. HIGHWAY 27, 12
 GZ3003'FEET NORTH OF THE CENTER OF A FARM LANE, 2 FEET EAST OF A WHITE
 GZ3003'WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE. THE MARK PROJECTS
 GZ3003'ABOUT 2 INCHES AND THE DISK IS STAMPED
 GZ3003'CAMP NELSON 1951.
 GZ3003'
 GZ3003'TO REACH THE STATION FROM THE JESSAMINE COUNTY COURT HOUSE IN
 GZ3003'NICHOLASVILLE GO SOUTH ON U.S. HIGHWAY 27 FOR 6.0 MILES TO A GRAVEL
 GZ3003'LANE ON THE LEFT, TURN LEFT THROUGH CONCRETE GATE POSTS FOR ABOUT 100
 GZ3003'FEET TO THE STATION AS DESCRIBED.
 GZ3003'
 GZ3003'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON HIGHWAY
 GZ3003'27 FOR 0.15 MILE TO A FARM LANE LEFT AND THE AZIMUTH MARK ON
 GZ3003'THE LEFT AS DESCRIBED.
 GZ3003'
 GZ3003'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2482 ***********************************************************************
 GC2482  DESIGNATION -  CAMPBELL
 GC2482  PID         -  GC2482
 GC2482  STATE/COUNTY-  KY/CHRISTIAN
 GC2482  USGS QUAD   -  OAK GROVE (1982)
 GC2482
 GC2482                         *CURRENT SURVEY CONTROL
 GC2482  ___________________________________________________________________
 GC2482* NAD 83(1993)-  36 39 07.71632(N)    087 28 57.09480(W)     ADJUSTED  
 GC2482* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 GC2482  ___________________________________________________________________
 GC2482  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 GC2482  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2482
 GC2482  HORZ ORDER  -  SECOND
 GC2482
 GC2482.The horizontal coordinates were established by classical geodetic methods
 GC2482.and adjusted by the National Geodetic Survey in December 1995..
 GC2482
 GC2482.The orthometric height was scaled from a topographic map.
 GC2482
 GC2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2482
 GC2482.The geoid height was determined by GEOID03.
 GC2482
 GC2482;                    North         East     Units Scale Factor Converg.
 GC2482;SPC KY1Z     - 1,036,822.814 1,345,073.874   MT  1.00013104   -1 03 49.3
 GC2482;SPC KY1Z     - 3,401,642.85  4,412,963.20   sFT  1.00013104   -1 03 49.3
 GC2482;SPC KY S     -   536,800.093   345,091.520   MT  1.00001573   -1 03 02.6
 GC2482;SPC KY S     - 1,761,151.64  1,132,187.76   sFT  1.00001573   -1 03 02.6
 GC2482;SPC TN       -   258,283.960   467,437.561   MT  1.00005025   -0 52 04.5
 GC2482;SPC TN       -   847,386.63  1,533,584.73   sFT  1.00005025   -0 52 04.5
 GC2482;UTM  16      - 4,056,393.053   456,871.772   MT  0.99962292   -0 17 17.0
 GC2482
 GC2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2482!SPC KY1Z     -   0.99997765  x   1.00013104  =   1.00010869
 GC2482!SPC KY S     -   0.99997765  x   1.00001573  =   0.99999338
 GC2482!SPC TN       -   0.99997765  x   1.00005025  =   1.00002790
 GC2482!UTM  16      -   0.99997765  x   0.99962292  =   0.99960058
 GC2482
 GC2482|---------------------------------------------------------------------|
 GC2482| PID    Reference Object                     Distance      Geod. Az  |
 GC2482|                                                           dddmmss.s |
 GC2482| CG5011 CAMPBELL RM 1                        28.745 METERS 00029     |
 GC2482| CG5010 CAMPBELL AZ MK                                     0695602.5 |
 GC2482| GC2486 FORT CAMPBELL NORTH WATER TANK      APPROX. 0.8 KM 0703417.9 |
 GC2482| GC2485 FORT CAMPBELL HOSP HEATING STK      APPROX. 3.0 KM 0844137.4 |
 GC2482| CG5012 CAMPBELL RM 2                        26.292 METERS 09646     |
 GC2482| GC2487 FORT CAMPBELL SOUTH WATER TANK      APPROX. 3.7 KM 1235001.3 |
 GC2482|---------------------------------------------------------------------|
 GC2482
 GC2482                          SUPERSEDED SURVEY CONTROL
 GC2482
 GC2482  NAD 83(1993)-  36 39 07.72409(N)    087 28 57.09700(W) AD(       ) 2
 GC2482  NAD 83(1986)-  36 39 07.72564(N)    087 28 57.09763(W) AD(       ) 2
 GC2482  NAD 27      -  36 39 07.55600(N)    087 28 57.05900(W) AD(       ) 2
 GC2482
 GC2482.Superseded values are not recommended for survey control.
 GC2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2482.See file dsdata.txt to determine how the superseded data were derived.
 GC2482
 GC2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5687256393(NAD 83)
 GC2482_MARKER: DS = TRIANGULATION STATION DISK
 GC2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2482
 GC2482  HISTORY     - Date     Condition        Report By
 GC2482  HISTORY     - 1953     MONUMENTED       CGS
 GC2482  HISTORY     - 1960     GOOD             LOCSUR
 GC2482  HISTORY     - 1960     GOOD             USE
 GC2482
 GC2482                          STATION DESCRIPTION
 GC2482
 GC2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2482'STATION IS LOCATED ON THE FORT CAMPBELL MILITARY RESERVATION, ABOUT 1
 GC2482'MILE NORTH OF THE KENTUCKY-TENNESSEE STATE LINE.  IT IS 73 FEET
 GC2482'NORTH OF THE CENTER OF 52D STREET ROAD, 50 FEET WEST OF THE CENTER OF
 GC2482'A GRAVEL DRIVEWAY AND 41 FEET SOUTHEAST OF A 24 INCH OAK TREE.
 GC2482'THE MARK IS FLUSH AND THE DISK IS STAMPED CAMPBELL 1953.
 GC2482'
 GC2482'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF THE CENTER OF A GRAVEL DRIVE
 GC2482'AND 9 FEET SOUTHEAST OF THE MOST WESTERLY OF TWO 24 INCH OAK TREES.
 GC2482'THE MARK IS FLUSH AND THE DISK IS STAMPED CAMPBELL NO 1 1953.
 GC2482'
 GC2482'REFERENCE MARK NO. 2 IS 36 FEET NORTH OF THE CENTER OF 52D STREET
 GC2482'ROAD, 4 FEET EAST OF A TELEPHONE POLE AND 2 FEET EAST OF A WHITE
 GC2482'WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GC2482'STAMPED CAMPBELL NO 2 1953.
 GC2482'
 GC2482'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED CAMPBELL 1953.
 GC2482'IT IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE FOOTING OF THE
 GC2482'MOST NORTHERLY LEG OF A LARGE CHECKERED WATER TANK.
 GC2482'
 GC2482'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 117 AND U.S.
 GC2482'HIGHWAY 41A, ABOUT 12 MILES SOUTH OF HOPKINSVILLE, GO SOUTH ON
 GC2482'HIGHWAY 41A FOR 3.4 MILES TO A PAVED STREET (FORREST ROAD) ON THE
 GC2482'RIGHT (THIS IS GATE 5 OF THE FORT CAMPBELL RESERVATION), TURN RIGHT
 GC2482'AND GO WEST ON FORREST ROAD FOR 0.9 MILE TO A JOGGED CROSS STREET,
 GC2482'TURN RIGHT THEN LEFT AND CONTINUE WEST ON 42D STREET FOR 0.6 MILE
 GC2482'TO INTERSECTION WITH MISSOURI AVENUE, TURN RIGHT AND GO NORTH ON
 GC2482'MISSOURI AVE.  FOR 0.65 MILE TO INTERSECTION WITH 52D STREET, TURN
 GC2482'LEFT AND GO SOUTHWEST ON 52D STREET (THIS BECOMES 52D STREET ROAD
 GC2482'WHEN CROSSING RAILROAD TRACKS) FOR 0.15 MILE TO A WATER TANK ON THE
 GC2482'LEFT AND THE AZIMUTH MARK AS DESCRIBED, CONTINUE SOUTHWEST ON 52D
 GC2482'STREET ROAD FOR 0.5 MILE TO A GRAVEL DRIVEWAY ON THE RIGHT AND THE
 GC2482'STATION ON THE RIGHT AS DESCRIBED.
 GC2482'
 GC2482'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2482
 GC2482                          STATION RECOVERY (1960)
 GC2482
 GC2482'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 GC2482'STATION RECOVERED
 GC2482
 GC2482                          STATION RECOVERY (1960)
 GC2482
 GC2482'RECOVERY NOTE BY US ENGINEERS 1960
 GC2482'CAMBELL 1953 USC AND GS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2075 ***********************************************************************
 HZ2075  DESIGNATION -  CAMPBELL
 HZ2075  PID         -  HZ2075
 HZ2075  STATE/COUNTY-  KY/HENRY
 HZ2075  USGS QUAD   -  NEW CASTLE (1984)
 HZ2075
 HZ2075                         *CURRENT SURVEY CONTROL
 HZ2075  ___________________________________________________________________
 HZ2075* NAD 83(1993)-  38 29 53.59852(N)    085 10 49.43117(W)     ADJUSTED  
 HZ2075* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 HZ2075  ___________________________________________________________________
 HZ2075  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 HZ2075  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HZ2075
 HZ2075  HORZ ORDER  -  THIRD
 HZ2075
 HZ2075.The horizontal coordinates were established by classical geodetic methods
 HZ2075.and adjusted by the National Geodetic Survey in December 1995..
 HZ2075
 HZ2075.The orthometric height was scaled from a topographic map.
 HZ2075
 HZ2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2075
 HZ2075.The geoid height was determined by GEOID03.
 HZ2075
 HZ2075;                    North         East     Units Scale Factor Converg.
 HZ2075;SPC KY1Z     - 1,240,421.859 1,549,687.109   MT  0.99996375   +0 20 59.0
 HZ2075;SPC KY1Z     - 4,069,617.38  5,084,265.12   sFT  0.99996375   +0 20 59.0
 HZ2075;SPC KY N     -   111,209.868   418,841.299   MT  0.99996223   -0 34 43.6
 HZ2075;SPC KY N     -   364,861.04  1,374,148.50   sFT  0.99996223   -0 34 43.6
 HZ2075;UTM  16      - 4,262,664.846   658,675.430   MT  0.99991007   +1 07 58.5
 HZ2075
 HZ2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2075!SPC KY1Z     -   0.99996137  x   0.99996375  =   0.99992512
 HZ2075!SPC KY N     -   0.99996137  x   0.99996223  =   0.99992360
 HZ2075!UTM  16      -   0.99996137  x   0.99991007  =   0.99987144
 HZ2075
 HZ2075|---------------------------------------------------------------------|
 HZ2075| PID    Reference Object                     Distance      Geod. Az  |
 HZ2075|                                                           dddmmss.s |
 HZ2075| CG7360 CAMPBELL RM 1                        26.149 METERS 18953     |
 HZ2075| HZ2015 CAMPBELLSBURG MUNICIPAL TANK        APPROX. 3.5 KM 3255958.7 |
 HZ2075| CG7361 CAMPBELL RM 2                        31.571 METERS 34559     |
 HZ2075| CG7359 CAMPBELL AZ MK                                     3502301.2 |
 HZ2075|---------------------------------------------------------------------|
 HZ2075
 HZ2075                          SUPERSEDED SURVEY CONTROL
 HZ2075
 HZ2075  NAD 83(1986)-  38 29 53.60206(N)    085 10 49.43828(W) AD(       ) 3
 HZ2075  NAD 27      -  38 29 53.37000(N)    085 10 49.60200(W) AD(       ) 3
 HZ2075
 HZ2075.Superseded values are not recommended for survey control.
 HZ2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2075.See file dsdata.txt to determine how the superseded data were derived.
 HZ2075
 HZ2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5867562665(NAD 83)
 HZ2075_MARKER: DS = TRIANGULATION STATION DISK
 HZ2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2075
 HZ2075  HISTORY     - Date     Condition        Report By
 HZ2075  HISTORY     - 1949     MONUMENTED       CGS
 HZ2075
 HZ2075                          STATION DESCRIPTION
 HZ2075
 HZ2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2075'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF CAMPBELLSBURG ON
 HZ2075'PROPERTY OWNED BY MR. LEO BRYANT. IT IS 43 FEET EAST OF THE
 HZ2075'CENTER OF STATE HIGHWAY 55, 31 FEET NORTHEAST OF A POWER LINE POLE
 HZ2075'AND 14 FEET EAST OF A FENCE LINE AND WHITE WITNESS POST. THE
 HZ2075'MARK IS ABOUT 20 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 HZ2075'IS STAMPED CAMPBELL 1949.
 HZ2075'
 HZ2075'REFERENCE MARK NO. 1 IS 60 FEET SOUTHEAST OF A POWER LINE POLE, 28
 HZ2075'FEET EAST OF THE CENTER OF THE HIGHWAY AND 1 FOOT EAST OF A FENCE
 HZ2075'LINE. THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 HZ2075'CAMPBELL NO 1 1949.
 HZ2075'
 HZ2075'REFERENCE MARK NO. 2 IS 29 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 HZ2075'1 FOOT EAST OF A FENCE LINE. THE MARK PROJECTS ABOUT 2 INCHES AND
 HZ2075'THE DISK IS STAMPED CAMPBELL NO 2 1949.
 HZ2075'
 HZ2075'AZIMUTH MARK IS 20 FEET WEST OF THE CENTER OF HIGHWAY 55, 2 FEET EAST
 HZ2075'OF A FENCE LINE AND 1 FOOT NORTHEAST OF A WHITE WITNESS
 HZ2075'POST. THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 HZ2075'IS STAMPED CAMPBELL 1949.
 HZ2075'
 HZ2075'TO REACH THE STATION FROM THE HENRY COUNTY COURTHOUSE IN NEW CASTLE
 HZ2075'GO NORTH ON HIGHWAY 55 FOR 4.85 MILES TO THE STATION ON THE
 HZ2075'RIGHT AS DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR 0.25 MILE TO THE
 HZ2075'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 HZ2075'
 HZ2075'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2015 ***********************************************************************
 HZ2015  DESIGNATION -  CAMPBELLSBURG MUNICIPAL TANK
 HZ2015  PID         -  HZ2015
 HZ2015  STATE/COUNTY-  KY/HENRY
 HZ2015  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ2015
 HZ2015                         *CURRENT SURVEY CONTROL
 HZ2015  ___________________________________________________________________
 HZ2015* NAD 83(1993)-  38 31 27.05722(N)    085 12 09.68420(W)     ADJUSTED  
 HZ2015* NAVD 88     -                                                        
 HZ2015  ___________________________________________________________________
 HZ2015  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 HZ2015  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HZ2015
 HZ2015  HORZ ORDER  -  THIRD
 HZ2015
 HZ2015.The horizontal coordinates were established by classical geodetic methods
 HZ2015.and adjusted by the National Geodetic Survey in April 1998..
 HZ2015
 HZ2015
 HZ2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2015
 HZ2015.The geoid height was determined by GEOID03.
 HZ2015
 HZ2015;                    North         East     Units Scale Factor Converg.
 HZ2015;SPC KY1Z     - 1,243,291.879 1,547,725.629   MT  0.99996877   +0 20 09.7
 HZ2015;SPC KY1Z     - 4,079,033.44  5,077,829.83   sFT  0.99996877   +0 20 09.7
 HZ2015;SPC KY N     -   114,111.287   416,926.595   MT  0.99996257   -0 35 33.5
 HZ2015;SPC KY N     -   374,380.11  1,367,866.67   sFT  0.99996257   -0 35 33.5
 HZ2015;UTM  16      - 4,265,507.607   656,675.012   MT  0.99990230   +1 07 10.8
 HZ2015
 HZ2015                          SUPERSEDED SURVEY CONTROL
 HZ2015
 HZ2015  NAD 83(1993)-  38 31 27.05725(N)    085 12 09.68436(W) AD(       ) 4
 HZ2015  NAD 83(1986)-  38 31 27.06102(N)    085 12 09.69161(W) AD(       ) 4
 HZ2015  NAD 27      -  38 31 26.83300(N)    085 12 09.85100(W) AD(       ) 3
 HZ2015
 HZ2015.Superseded values are not recommended for survey control.
 HZ2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2015.See file dsdata.txt to determine how the superseded data were derived.
 HZ2015
 HZ2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5667565508(NAD 83)
 HZ2015_MARKER: 53 = ELEVATED TANK
 HZ2015
 HZ2015  HISTORY     - Date     Condition        Report By
 HZ2015  HISTORY     - 1949     FIRST OBSERVED   CGS
 HZ2015  HISTORY     - 1963     GOOD             CGS
 HZ2015
 HZ2015                          STATION DESCRIPTION
 HZ2015
 HZ2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2015'THE STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF CAMPBELLSBURG
 HZ2015'AT THE REAR OF THE CAMPBELLSBURG FIRE DEPARTMENT GARAGE. IT IS
 HZ2015'ABOUT 0.1 MILE NORTHWEST OF THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ2015'DEPOT AND 50 YARDS NORTH OF STATE HIGHWAY 37. IT IS A 4 LEGGED
 HZ2015'STEEL STRUCTURE ABOUT 125 FEET HIGH WITH A TANK ATOP AND IS PAINTED
 HZ2015'SILVER. THE POINT OF INTERSECTION WAS THE BALL AT THE CENTER OF
 HZ2015'THE TOP OF THE TANK.
 HZ2015
 HZ2015                          STATION RECOVERY (1963)
 HZ2015
 HZ2015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ2015'CAMPBELLSBURG WATER TOWER IS IN SAME LOCATION AS 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1751 ***********************************************************************
 GZ1751  DESIGNATION -  CAMPBELLSVILLE
 GZ1751  PID         -  GZ1751
 GZ1751  STATE/COUNTY-  KY/TAYLOR
 GZ1751  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ1751
 GZ1751                         *CURRENT SURVEY CONTROL
 GZ1751  ___________________________________________________________________
 GZ1751* NAD 83(1986)-  37 20 30.     (N)    085 20 41.     (W)     SCALED    
 GZ1751* NAVD 88     -       247.659  (meters)     812.53   (feet)  ADJUSTED  
 GZ1751  ___________________________________________________________________
 GZ1751  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GZ1751  DYNAMIC HT  -         247.463 (meters)     811.88  (feet)  COMP
 GZ1751  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 GZ1751
 GZ1751  VERT ORDER  -  SECOND    CLASS 0
 GZ1751
 GZ1751.The horizontal coordinates were scaled from a topographic map and have
 GZ1751.an estimated accuracy of +/- 6 seconds.
 GZ1751
 GZ1751.The orthometric height was determined by differential leveling
 GZ1751.and adjusted by the National Geodetic Survey in June 1991..
 GZ1751
 GZ1751.The geoid height was determined by GEOID03.
 GZ1751
 GZ1751.The dynamic height is computed by dividing the NAVD 88
 GZ1751.geopotential number by the normal gravity value computed on the
 GZ1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1751.degrees latitude (g = 980.6199 gals.).
 GZ1751
 GZ1751.The modeled gravity was interpolated from observed gravity values.
 GZ1751
 GZ1751;                    North         East    Units  Estimated Accuracy
 GZ1751;SPC KY1Z     - 1,111,990.    1,535,910.      MT  (+/- 180 meters Scaled)
 GZ1751
 GZ1751                          SUPERSEDED SURVEY CONTROL
 GZ1751
 GZ1751  NGVD 29 (??/??/92)  247.798  (m)          812.98   (f) ADJ UNCH    2 0
 GZ1751
 GZ1751.Superseded values are not recommended for survey control.
 GZ1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1751.See file dsdata.txt to determine how the superseded data were derived.
 GZ1751
 GZ1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG466340(NAD 83)
 GZ1751_MARKER: DB = BENCH MARK DISK
 GZ1751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1751_SP_SET: BUILDING WALL
 GZ1751_STAMPING: CAMPBELLSVILLE 1935
 GZ1751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1751
 GZ1751  HISTORY     - Date     Condition        Report By
 GZ1751  HISTORY     - 1935     MONUMENTED       CGS
 GZ1751  HISTORY     - 1951     GOOD             NGS
 GZ1751
 GZ1751                          STATION DESCRIPTION
 GZ1751
 GZ1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1751'AT CAMPBELLSVILLE.
 GZ1751'AT CAMPBELLSVILLE, SET VERTICALLY IN THE NORTHEAST FACE AT THE
 GZ1751'EAST CORNER OF THE COUNTY COURT HOUSE, 4 1/2 FEET ABOVE SIDE
 GZ1751'WALK, 1 FOOT NORTHWEST OF EAST CORNER AND ABOUT 5 FEET ABOVE
 GZ1751'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1720 ***********************************************************************
 GZ1720  DESIGNATION -  CAMPBELLSVILLE
 GZ1720  PID         -  GZ1720
 GZ1720  STATE/COUNTY-  KY/TAYLOR
 GZ1720  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ1720
 GZ1720                         *CURRENT SURVEY CONTROL
 GZ1720  ___________________________________________________________________
 GZ1720* NAD 83(1993)-  37 19 28.15480(N)    085 19 44.39861(W)     ADJUSTED  
 GZ1720* NAVD 88     -       282.096  (meters)     925.51   (feet)  ADJUSTED  
 GZ1720  ___________________________________________________________________
 GZ1720  X           -     413,557.840 (meters)                     COMP
 GZ1720  Y           -  -5,061,571.241 (meters)                     COMP
 GZ1720  Z           -   3,846,243.528 (meters)                     COMP
 GZ1720  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 GZ1720  ELLIP HEIGHT-         249.96  (meters)          (12/20/95) GPS OBS
 GZ1720  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GZ1720  DYNAMIC HT  -         281.873 (meters)     924.78  (feet)  COMP
 GZ1720  MODELED GRAV-     979,832.7   (mgal)                       NAVD 88
 GZ1720
 GZ1720  HORZ ORDER  -  SECOND
 GZ1720  VERT ORDER  -  SECOND    CLASS 0
 GZ1720  ELLP ORDER  -  FOURTH    CLASS I
 GZ1720
 GZ1720.The horizontal coordinates were established by classical geodetic methods
 GZ1720.and adjusted by the National Geodetic Survey in December 1995..
 GZ1720
 GZ1720.The orthometric height was determined by differential leveling
 GZ1720.and adjusted by the National Geodetic Survey in June 1991..
 GZ1720
 GZ1720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ1720
 GZ1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1720
 GZ1720.The ellipsoidal height was determined by GPS observations
 GZ1720.and is referenced to NAD 83.
 GZ1720
 GZ1720.The geoid height was determined by GEOID03.
 GZ1720
 GZ1720.The dynamic height is computed by dividing the NAVD 88
 GZ1720.geopotential number by the normal gravity value computed on the
 GZ1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1720.degrees latitude (g = 980.6199 gals.).
 GZ1720
 GZ1720.The modeled gravity was interpolated from observed gravity values.
 GZ1720
 GZ1720;                    North         East     Units Scale Factor Converg.
 GZ1720;SPC KY1Z     - 1,110,086.053 1,537,312.151   MT  0.99995103   +0 15 30.5
 GZ1720;SPC KY1Z     - 3,642,007.33  5,043,664.95   sFT  0.99995103   +0 15 30.5
 GZ1720;SPC KY S     -   610,075.513   537,311.944   MT  0.99994542   +0 15 19.2
 GZ1720;SPC KY S     - 2,001,556.08  1,762,830.94   sFT  0.99994542   +0 15 19.2
 GZ1720;UTM  16      - 4,132,179.023   648,050.469   MT  0.99987000   +1 00 48.1
 GZ1720
 GZ1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1720!SPC KY1Z     -   0.99996078  x   0.99995103  =   0.99991181
 GZ1720!SPC KY S     -   0.99996078  x   0.99994542  =   0.99990620
 GZ1720!UTM  16      -   0.99996078  x   0.99987000  =   0.99983078
 GZ1720
 GZ1720|---------------------------------------------------------------------|
 GZ1720| PID    Reference Object                     Distance      Geod. Az  |
 GZ1720|                                                           dddmmss.s |
 GZ1720| GZ1719 CAMPBELLSVILLE RM 1                  40.615 METERS 02112     |
 GZ1720| GZ1718 CAMPBELLSVILLE AZ                   387.397 METERS 04341     |
 GZ1720| GZ1721 CAMPBELLSVILLE RM 2                  37.368 METERS 24347     |
 GZ1720| GZ2728 CAMPBELLSVILLE RAD WLCK MAST        APPROX. 4.3 KM 2861731.2 |
 GZ1720| GZ2727 CAMPBELLSVILLE S MUNICIPAL TK       APPROX. 2.4 KM 2943529.7 |
 GZ1720| GZ2726 CAMPBELLSVILLE N MUNICIPAL TK       APPROX. 3.0 KM 3310305.8 |
 GZ1720|---------------------------------------------------------------------|
 GZ1720
 GZ1720                          SUPERSEDED SURVEY CONTROL
 GZ1720
 GZ1720  NAD 83(1986)-  37 19 28.16215(N)    085 19 44.40650(W) AD(       ) 2
 GZ1720  NAD 27      -  37 19 27.93300(N)    085 19 44.55000(W) AD(       ) 2
 GZ1720  NGVD 29 (??/??/92)  282.235  (m)          925.97   (f) ADJ UNCH    2 0
 GZ1720
 GZ1720.Superseded values are not recommended for survey control.
 GZ1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1720.See file dsdata.txt to determine how the superseded data were derived.
 GZ1720
 GZ1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4805032179(NAD 83)
 GZ1720_MARKER: DS = TRIANGULATION STATION DISK
 GZ1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1720_SP_SET: CONCRETE POST
 GZ1720_STAMPING: CAMPBELLSVILLE 1951
 GZ1720_MARK LOGO: CGS   
 GZ1720_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1720+STABILITY: SURFACE MOTION
 GZ1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1720+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1989
 GZ1720
 GZ1720  HISTORY     - Date     Condition        Report By
 GZ1720  HISTORY     - 1951     MONUMENTED       CGS
 GZ1720  HISTORY     - 1958     GOOD             CGS
 GZ1720  HISTORY     - 1970     MARK NOT FOUND   USGS
 GZ1720  HISTORY     - 1971     GOOD             NGS
 GZ1720  HISTORY     - 1971     GOOD             NGS
 GZ1720  HISTORY     - 1971     GOOD             NGS
 GZ1720  HISTORY     - 19881214 GOOD             NGS
 GZ1720  HISTORY     - 19890505 GOOD
 GZ1720
 GZ1720                          STATION DESCRIPTION
 GZ1720
 GZ1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ1720'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF CAMPBELLSVILLE, ON
 GZ1720'THE SOUTH SLOPE OF A HIGH HILL AND ABOUT 0.15 MILE SOUTH OF THE HOME
 GZ1720'OF MR. THOMAS H. CLARK. IT IS 16 FEET SOUTH OF A FENCE LINE AND WHITE
 GZ1720'WITNESS POST. THE MARK IS ABOUT 24 INCHES BELOW THE SURFACE OF THE
 GZ1720'GROUND AND THE DISK IS STAMPED CAMPBELLSVILLE 1951.
 GZ1720'
 GZ1720'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A FENCE LINE AND IS NEAR THE
 GZ1720'HIGHEST POINT OF THE HILL. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GZ1720'CAMPBELLSVILLE NO 1 1951.
 GZ1720'
 GZ1720'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHEAST OF A FENCE CORNER AND
 GZ1720'APPROXIMATELY 6 FEET LOWER IN ELEVATION THAN THE STATION. THE MARK
 GZ1720'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CAMPBELLSVILLE NO 2
 GZ1720'1951.
 GZ1720'
 GZ1720'AZIMUTH MARK IS 25 FEET WEST OF THE CENTER OF STATE HIGHWAY 372, 20
 GZ1720'FEET SOUTH OF THE CENTER OF A FARM ROAD, 3 FEET SOUTHEAST OF A
 GZ1720'WHITE WITNESS POST AND FENCE CORNER AND 1 FOOT EAST OF A FENCE LINE.
 GZ1720'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 GZ1720'CAMPBELLSVILLE 1951.
 GZ1720'
 GZ1720'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 55 AND 70
 GZ1720'WHICH IS 1 BLOCK WEST OF THE POST OFFICE IN CAMPBELLSVILLE,
 GZ1720'GO SOUTHEAST ON HIGHWAY 70 FOR 1.05 MILE TO THE JUNCTION WITH STATE
 GZ1720'HIGHWAY 372 TO THE RIGHT, TURN RIGHT AND GO SOUTH ON HIGHWAY 372 FOR
 GZ1720'0.45 MILE TO A T FARM ROAD RIGHT AND THE AZIMUTH MARK IN THE
 GZ1720'SOUTHWEST CORNER OF THE ROAD INTERSECTION AS DESCRIBED, TURN
 GZ1720'RIGHT AND GO WEST ON FARM ROAD FOR ABOUT 0.15 MILE TO THE HOME OF MR.
 GZ1720'CLARK, TURN LEFT TO FENCE AND BARN, THEN RIGHT ALONG FENCE LINE TO
 GZ1720'STATION NEAR THE TOP OF HILL AS DESCRIBED.
 GZ1720'
 GZ1720'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GZ1720
 GZ1720                          STATION RECOVERY (1958)
 GZ1720
 GZ1720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 GZ1720'TRIANGULATION DESCRIPTION IS NOT AVAILABLE. MARKS ARE ALL GOOD AND
 GZ1720'THE ELEVATION WAS STAMPED ON ALL BUT THE STATION MARK.
 GZ1720
 GZ1720                          STATION RECOVERY (1970)
 GZ1720
 GZ1720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GZ1720'STATION REPORTED DESTROYED BY USGS.
 GZ1720
 GZ1720                          STATION RECOVERY (1971)
 GZ1720
 GZ1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GZ1720'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN
 GZ1720'GOOD CONDITION. THE STATION WAS REPORTED AS DESTROYED BUT WAS
 GZ1720'FOUND TO BE GOOD. THE REPORT SHOULD BE IGNORED. THE DISTANCE TO THE
 GZ1720'REFERENCE MARKS CHECKED AS DID THE DIRECTION TO THE MARKS AND ALL
 GZ1720'AZIMUTH OBJECTS. A NEW DESCRIPTION FOLLOWS--
 GZ1720'
 GZ1720'THE STATION IS LOCATED ON THE PROPERTY OF MR. THOMAS CLARK, ON THE
 GZ1720'SOUTH SLOPE OF HILL IN SMALL OPEN PASTURE, 15 FEET NORTHWEST OF A
 GZ1720'FENCE, 116 FEET WEST OF A T-FENCE CORNER, 121 FEET EAST OF A T-FENCE
 GZ1720'CORNER, AND 180 FEET SOUTHEAST OF AN 8 INCH CEDAR TREE. THE MONUMENT
 GZ1720'IS 18 INCHES UNDERGROUND AND THE DISK IS STAMPED CAMPBELLSVILLE 1951
 GZ1720'
 GZ1720'TO REACH THE STATION FROM THE INTERSECTION OF MAIN ST. AND CENTRAL
 GZ1720'AVE. (WHICH IS 1 BLOCK WEST OF THE POST OFFICE IN
 GZ1720'CAMPBELLSVILLE), GO SOUTHEAST ON CENTRAL AVE. FOR 1.05 MILES TO THE
 GZ1720'JUNCTION OF STATE HIGHWAY 372 TO THE RIGHT. TURN RIGHT AND GO
 GZ1720'SOUTH ON THE HIGHWAY FOR 0.45 MILE TO A DRIVEWAY RIGHT AND THE
 GZ1720'AZIMUTH MARK. TURN RIGHT ON THE DRIVEWAY AND GO WEST FOR 0.15 MILE TO
 GZ1720'HOUSE. TURN LEFT AND GO SOUTH ABOUT 200 FEET TO A BARN, THENCE WEST
 GZ1720'ALONG FENCE FOR ABOUT 0.1 MILE TO THE STATION.
 GZ1720'
 GZ1720'REFERENCE MARK 1 IS 106 FEET NORTHWEST OF T-FENCE CORNER, 0.9 OF A
 GZ1720'FOOT SOUTHWEST OF FENCE AND A METAL WITNESS POST, 89 FEET SOUTHEAST
 GZ1720'OF A T-FENCE CORNER AND ON THE SOUTHEAST SLOPE OF THE HILL. THE
 GZ1720'MONUMENT IS FLUSH AND THE DISK IS STAMPED CAMPBELLSVILLE NO 1 1951.
 GZ1720'
 GZ1720'REFERENCE MARK 2 IS 104 FEET SOUTH OF THE 8 INCH CEDAR TREE, 16 FEET
 GZ1720'NORTH OF T-FENCE CORNER, 1 FOOT EAST OF FENCE AND A METAL WITNESS
 GZ1720'POST AND ON THE WEST SLOPE OF THE HILL. THE MONUMENT PROJECT 2 INCHES
 GZ1720'AND THE DISK IS STAMPED CAMPBELLSVILLE NO 2 1951.
 GZ1720'
 GZ1720'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 19
 GZ1720'FEET SOUTH OF CENTERLINE OF DRIVEWAY, 8 FEET SOUTHEAST OF A
 GZ1720'DOUBLE NATURAL GAS METER, 4 FEET SOUTHEAST OF A GUYED POWER POLE, 2.5
 GZ1720'FEET SOUTHEAST OF A FENCE CORNER POST AND 1 FOOT NORTHEAST OF A
 GZ1720'METAL WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GZ1720'CAMPBELLSVILLE 1951.
 GZ1720'
 GZ1720'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GZ1720
 GZ1720                          STATION RECOVERY (1971)
 GZ1720
 GZ1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GZ1720'THIS STATION AND ALL MARKS RECOVERED EXACTLY AS DESCRIBED IN THE
 GZ1720'1971 RECOVERY NOTE WRITTEN BY F. K. STUART IN MARCH OF 1971.
 GZ1720'
 GZ1720'ANY REPORTS FROM THE USGS REPORTING THIS STATION NOT FOUND SHOULD
 GZ1720'BE DISREGARDED.  A COPY OF THE 1971 RECOVERY NOTE FOR THIS STATION
 GZ1720'HAS BEEN FURNISHED THE USGS REGIONAL OFFICE.
 GZ1720
 GZ1720                          STATION RECOVERY (1971)
 GZ1720
 GZ1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GZ1720'1.5 MI SE FROM CAMPBELLSVILLE.
 GZ1720'TO REACH THE MARK FROM THE INTERSECTION OF MAIN ST. AND
 GZ1720'CENTRAL AVE. (1 BLOCK WEST OF THE CAMPBELLSVILLE POST OFFICE)
 GZ1720'GO SOUTHEAST ON CENTRAL AVE. FOR 1.05 MILES TO THE JUNCTION
 GZ1720'OF STATE HIGHWAY 372.  TURN RIGHT ON THE HIGHWAY AND GO SOUTH
 GZ1720'FOR 0.45 MILE TO A DRIVEWAY RIGHT.  TURN RIGHT AND GO WEST
 GZ1720'0.15 MILE TO HOUSE, THENCE SOUTH ABOUT 200 FEET TO BARN, THENCE
 GZ1720'WEST ALONG FENCE FOR 0.1 MILE TO TOP OF HILL AND STATION ON
 GZ1720'THE SOUTH SLOPE OF SMALL PASTURE, 15 FEET NORTHWEST OF A FENCE,
 GZ1720'116 FEET WEST OF T-FENCE CORNER, 121 FEET EAST OF A T-FENCE
 GZ1720'CORNER, 180 FEET SOUTHEAST OF AN 8 INCH CEDAR TREE, SET IN THE
 GZ1720'TOP OF A CONCRETE POST 18 INCHES UNDERGROUND.
 GZ1720
 GZ1720                          STATION RECOVERY (1988)
 GZ1720
 GZ1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GZ1720'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHEAST OF
 GZ1720'CAMPBELLSVILLE AND ON TOP OF A HIGH HILL IN A PASTURE.  OWNERSHIP--MR.
 GZ1720'H. THOMAS CLARK, PHONE 502-465-5290.  CONTACT MR. CLARK FOR PERMISSION
 GZ1720'TO ENTER PASTURE.
 GZ1720'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 68 AND STATE ROAD
 GZ1720'70 IN CAMPBELLSVILLE, DRIVE SOUTHEAST FOR 1.75 KM (1.10 MI) ON STATE
 GZ1720'ROAD 70, NORTH CENTERAL AVENUE, TO THE JUNCTION OF STATE ROAD 372
 GZ1720'RIGHT.  TURN RIGHT AND DRIVE SOUTHEAST FOR 0.74 KM (0.45 MI) ON STATE
 GZ1720'ROAD 372 TO A PAVED ROAD RIGHT, SOUTH CLARK ROAD, TURN RIGHT AND DRIVE
 GZ1720'WEST FOR 0.23 KM (0.15 MI), PASSING A ONE STORY WHITE ASBESTOS TILE
 GZ1720'HOUSE RIGHT, TO AN OPENING IN THE BARBED WIRE FENCE.  FROM THE FENCE
 GZ1720'DRIVE SOUTHWEST FOR 0.18 KM (0.10 MI) TO TOP OF THE HILL AND THE
 GZ1720'STATION LEFT.  A FOUR-WHEEL DRIVE VEHICLE MAY BE NEEDED IN WET
 GZ1720'WEATHER.
 GZ1720'THE STATION IS A STANDARD CGS HORIZONTAL CONTROL DISK
 GZ1720'STAMPED---CAMPBELLSVILLE 1951---, SET IN THE TOP OF A ROUND CONCRETE
 GZ1720'POST WHICH IS RECESSED 24 INCHES BELOW GROUND LEVEL.  LOCATED 4.6 M
 GZ1720'(15.1 FT) NORTH OF A FENCE AND 1.0 M (3.3 FT) EAST OF A FIBERGLASS
 GZ1720'WITNESS POST.
 GZ1720'DESCRIBED BY M.J. WELLSLAGER.
 GZ1720
 GZ1720                          STATION RECOVERY (1989)
 GZ1720
 GZ1720'RECOVERED 1989
 GZ1720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1718 ***********************************************************************
 GZ1718  DESIGNATION -  CAMPBELLSVILLE AZ
 GZ1718  PID         -  GZ1718
 GZ1718  STATE/COUNTY-  KY/TAYLOR
 GZ1718  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ1718
 GZ1718                         *CURRENT SURVEY CONTROL
 GZ1718  ___________________________________________________________________
 GZ1718* NAD 83(1993)-  37 19 37.24213(N)    085 19 33.53058(W)     ADJUSTED  
 GZ1718* NAVD 88     -       276.128  (meters)     905.93   (feet)  ADJUSTED  
 GZ1718  ___________________________________________________________________
 GZ1718  X           -     413,810.297 (meters)                     COMP
 GZ1718  Y           -  -5,061,375.331 (meters)                     COMP
 GZ1718  Z           -   3,846,462.639 (meters)                     COMP
 GZ1718  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 GZ1718  ELLIP HEIGHT-         243.90  (meters)          (01/09/97) GPS OBS
 GZ1718  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GZ1718  DYNAMIC HT  -         275.910 (meters)     905.21  (feet)  COMP
 GZ1718  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 GZ1718
 GZ1718  HORZ ORDER  -  FIRST
 GZ1718  VERT ORDER  -  SECOND    CLASS 0
 GZ1718  ELLP ORDER  -  THIRD     CLASS I
 GZ1718
 GZ1718.The horizontal coordinates were established by GPS observations
 GZ1718.and adjusted by the National Geodetic Survey in January 1997..
 GZ1718
 GZ1718.The orthometric height was determined by differential leveling
 GZ1718.and adjusted by the National Geodetic Survey in June 1991..
 GZ1718
 GZ1718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ1718
 GZ1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1718
 GZ1718.The ellipsoidal height was determined by GPS observations
 GZ1718.and is referenced to NAD 83.
 GZ1718
 GZ1718.The geoid height was determined by GEOID03.
 GZ1718
 GZ1718.The dynamic height is computed by dividing the NAVD 88
 GZ1718.geopotential number by the normal gravity value computed on the
 GZ1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1718.degrees latitude (g = 980.6199 gals.).
 GZ1718
 GZ1718.The modeled gravity was interpolated from observed gravity values.
 GZ1718
 GZ1718;                    North         East     Units Scale Factor Converg.
 GZ1718;SPC KY1Z     - 1,110,367.400 1,537,578.433   MT  0.99995061   +0 15 37.2
 GZ1718;SPC KY1Z     - 3,642,930.38  5,044,538.58   sFT  0.99995061   +0 15 37.2
 GZ1718;SPC KY S     -   610,356.843   537,578.241   MT  0.99994541   +0 15 25.7
 GZ1718;SPC KY S     - 2,002,479.08  1,763,704.61   sFT  0.99994541   +0 15 25.7
 GZ1718;UTM  16      - 4,132,463.830   648,313.001   MT  0.99987096   +1 00 54.9
 GZ1718
 GZ1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1718!SPC KY1Z     -   0.99996173  x   0.99995061  =   0.99991234
 GZ1718!SPC KY S     -   0.99996173  x   0.99994541  =   0.99990714
 GZ1718!UTM  16      -   0.99996173  x   0.99987096  =   0.99983269
 GZ1718
 GZ1718                          SUPERSEDED SURVEY CONTROL
 GZ1718
 GZ1718  NAVD 88 (01/09/97)  276.13   (m)          905.9    (f) LEVELING    3  
 GZ1718  NGVD 29 (??/??/92)  276.267  (m)          906.39   (f) ADJ UNCH    2 0
 GZ1718
 GZ1718.Superseded values are not recommended for survey control.
 GZ1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1718.See file dsdata.txt to determine how the superseded data were derived.
 GZ1718
 GZ1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4831332464(NAD 83)
 GZ1718_MARKER: DZ = AZIMUTH MARK DISK
 GZ1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1718_STAMPING: CAMPBELLSVILLE 1951
 GZ1718_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1718+STABILITY: SURFACE MOTION
 GZ1718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1718+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 GZ1718
 GZ1718  HISTORY     - Date     Condition        Report By
 GZ1718  HISTORY     - 1951     MONUMENTED       CGS
 GZ1718  HISTORY     - 1971     GOOD             NGS
 GZ1718  HISTORY     - 19951120 GOOD             LOWE
 GZ1718  HISTORY     - 20000814 GOOD             KYDT
 GZ1718  HISTORY     - 20010919 GOOD             KYDT
 GZ1718
 GZ1718                          STATION DESCRIPTION
 GZ1718
 GZ1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GZ1718'1.5 MI SE FROM CAMPBELLSVILLE.
 GZ1718'ABOUT 1.05 MILES SOUTHEAST ALONG CENTRAL AVE. FROM ITS INTERSECTION
 GZ1718'WITH MAIN STREET (1 BLOCK WEST OF THE CAMPBELLSVILLE POST OFFICE),
 GZ1718'TO THE JUNCTION OF STATE HIGHWAY 372, THENCE SOUTH ALONG HIGHWAY
 GZ1718'372 FOR 0.45 MILE TO A DRIVEWAY RIGHT AND THE MARK, 24 FEET
 GZ1718'WEST OF THE CENTERLINE OF THE HIGHWAY, 19 FEET SOUTH OF THE
 GZ1718'CENTERLINE OF THE DRIVEWAY, 8 FEET SOUTHEAST OF A DOUBLE NATURAL
 GZ1718'GAS METER, 4 FEET SOUTHEAST OF A GUYED POWER POLE, 2.5 FEET
 GZ1718'SOUTHEAST OF A FENCE CORNER POST, 1 FOOT NORTHEAST OF A METAL
 GZ1718'WITNESS POST, SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH
 GZ1718'THE GROUND.
 GZ1718
 GZ1718                          STATION RECOVERY (1995)
 GZ1718
 GZ1718'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GZ1718'RECOVERED AS DESCRIBED.
 GZ1718
 GZ1718                          STATION RECOVERY (2000)
 GZ1718
 GZ1718'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 GZ1718' 
 GZ1718' 
 GZ1718
 GZ1718                          STATION RECOVERY (2001)
 GZ1718
 GZ1718'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (PS)
 GZ1718'MARK IS AT JUNCTION OF KY 372 AND CLARK ROAD, 8 FEET SOUTHEAST OF A
 GZ1718'SINGLE GAS METER, WITNESS SIGN HAS BEEN NAILED TO POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2726 ***********************************************************************
 GZ2726  DESIGNATION -  CAMPBELLSVILLE N MUNICIPAL TK
 GZ2726  PID         -  GZ2726
 GZ2726  STATE/COUNTY-  KY/TAYLOR
 GZ2726  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ2726
 GZ2726                         *CURRENT SURVEY CONTROL
 GZ2726  ___________________________________________________________________
 GZ2726* NAD 83(1993)-  37 20 52.76760(N)    085 20 43.02466(W)     ADJUSTED  
 GZ2726* NAVD 88     -                                                        
 GZ2726  ___________________________________________________________________
 GZ2726  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 GZ2726  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GZ2726
 GZ2726  HORZ ORDER  -  THIRD
 GZ2726
 GZ2726.The horizontal coordinates were established by classical geodetic methods
 GZ2726.and adjusted by the National Geodetic Survey in December 1995..
 GZ2726
 GZ2726
 GZ2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2726
 GZ2726.The geoid height was determined by GEOID03.
 GZ2726
 GZ2726;                    North         East     Units Scale Factor Converg.
 GZ2726;SPC KY1Z     - 1,112,688.028 1,535,857.550   MT  0.99994719   +0 14 54.5
 GZ2726;SPC KY1Z     - 3,650,543.97  5,038,892.65   sFT  0.99994719   +0 14 54.5
 GZ2726;SPC KY S     -   612,677.557   535,857.490   MT  0.99994543   +0 14 43.6
 GZ2726;SPC KY S     - 2,010,092.95  1,758,059.12   sFT  0.99994543   +0 14 43.6
 GZ2726;UTM  16      - 4,134,761.388   646,561.822   MT  0.99986460   +1 00 14.5
 GZ2726
 GZ2726                          SUPERSEDED SURVEY CONTROL
 GZ2726
 GZ2726  NAD 83(1986)-  37 20 52.77532(N)    085 20 43.03267(W) AD(       ) 4
 GZ2726  NAD 27      -  37 20 52.54300(N)    085 20 43.17200(W) AD(       ) 3
 GZ2726
 GZ2726.Superseded values are not recommended for survey control.
 GZ2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2726.See file dsdata.txt to determine how the superseded data were derived.
 GZ2726
 GZ2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4656234761(NAD 83)
 GZ2726_MARKER: 53 = ELEVATED TANK
 GZ2726
 GZ2726  HISTORY     - Date     Condition        Report By
 GZ2726  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2726
 GZ2726                          STATION DESCRIPTION
 GZ2726
 GZ2726'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2726'STATION IS LOCATED ON A HIGH HILL IN THE NORTH-CENTRAL SECTION OF
 GZ2726'CAMPBELLSVILLE, 0.1 MILE WEST OF LEBANON AVENUE, 0.05 MILE EAST OF
 GZ2726'CENTRAL AVENUE, AND 0.05 MILE NORTH OF HIGH STREET. IT IS AN ELEVATED
 GZ2726'TANK ATOP A 4 LEGGED STEEL STRUCTURE, PAINTED SILVER AND IS ABOUT 110
 GZ2726'FEET HIGH. THE POINT OF INTERSECTION WAS A METAL SPHERE AT THE APEX
 GZ2726'OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2720 ***********************************************************************
 GZ2720  DESIGNATION -  CAMPBELLSVILLE RAD WTCO MAST
 GZ2720  PID         -  GZ2720
 GZ2720  STATE/COUNTY-  KY/TAYLOR
 GZ2720  USGS QUAD   -  SPURLINGTON (1994)
 GZ2720
 GZ2720                         *CURRENT SURVEY CONTROL
 GZ2720  ___________________________________________________________________
 GZ2720* NAD 83(1993)-  37 23 20.30317(N)    085 21 23.36447(W)     ADJUSTED  
 GZ2720* NAVD 88     -                                                        
 GZ2720  ___________________________________________________________________
 GZ2720  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 GZ2720  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GZ2720
 GZ2720  HORZ ORDER  -  THIRD
 GZ2720
 GZ2720.The horizontal coordinates were established by classical geodetic methods
 GZ2720.and adjusted by the National Geodetic Survey in December 1995..
 GZ2720
 GZ2720
 GZ2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2720
 GZ2720.The geoid height was determined by GEOID03.
 GZ2720
 GZ2720;                    North         East     Units Scale Factor Converg.
 GZ2720;SPC KY1Z     - 1,117,231.868 1,534,845.577   MT  0.99994090   +0 14 29.8
 GZ2720;SPC KY1Z     - 3,665,451.55  5,035,572.53   sFT  0.99994090   +0 14 29.8
 GZ2720;SPC KY S     -   617,221.457   534,845.752   MT  0.99994586   +0 14 19.1
 GZ2720;SPC KY S     - 2,025,000.73  1,754,739.77   sFT  0.99994586   +0 14 19.1
 GZ2720;UTM  16      - 4,139,291.110   645,490.067   MT  0.99986074   +0 59 53.3
 GZ2720
 GZ2720                          SUPERSEDED SURVEY CONTROL
 GZ2720
 GZ2720  NAD 83(1986)-  37 23 20.31126(N)    085 21 23.37238(W) AD(       ) 4
 GZ2720  NAD 27      -  37 23 20.08200(N)    085 21 23.50600(W) AD(       ) 3
 GZ2720
 GZ2720.Superseded values are not recommended for survey control.
 GZ2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2720.See file dsdata.txt to determine how the superseded data were derived.
 GZ2720
 GZ2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4549039291(NAD 83)
 GZ2720_MARKER: 42 = RADIO/TV MAST
 GZ2720
 GZ2720  HISTORY     - Date     Condition        Report By
 GZ2720  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2720
 GZ2720                          STATION DESCRIPTION
 GZ2720
 GZ2720'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2720'STATION IS LOCATED ABOUT 3 MILES NORTH OF CAMPBELLSVILLE AND 200 FEET
 GZ2720'EAST OF U.S. HIGHWAY 68. IT IS STEEL MAST, PAINTED ALTERNATE WHITE
 GZ2720'AND INTERNATIONAL ORANGE AND IS 228 FEET HIGH. THE POINT OF
 GZ2720'INTERSECTION WAS THE FLASHING RED LIGHT AT THE TOP OF THE MAST.
 GZ2720'
 GZ2720'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 (LEBANON
 GZ2720'AVENUE) AND EAST MAIN STREET, WHICH IS 1 BLOCK EAST OF THE POST
 GZ2720'OFFICE IN CAMPBELLSVILLE, GO NORTH ON HIGHWAY 68 FOR 3.8 MILES TO THE
 GZ2720'STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2728 ***********************************************************************
 GZ2728  DESIGNATION -  CAMPBELLSVILLE RAD WLCK MAST
 GZ2728  PID         -  GZ2728
 GZ2728  STATE/COUNTY-  KY/TAYLOR
 GZ2728  USGS QUAD   -  GREENSBURG (1987)
 GZ2728
 GZ2728                         *CURRENT SURVEY CONTROL
 GZ2728  ___________________________________________________________________
 GZ2728* NAD 83(1993)-  37 20 07.49271(N)    085 22 33.10406(W)     ADJUSTED  
 GZ2728* NAVD 88     -                                                        
 GZ2728  ___________________________________________________________________
 GZ2728  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 GZ2728  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GZ2728
 GZ2728  HORZ ORDER  -  THIRD
 GZ2728
 GZ2728.The horizontal coordinates were established by classical geodetic methods
 GZ2728.and adjusted by the National Geodetic Survey in December 1995..
 GZ2728
 GZ2728
 GZ2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2728
 GZ2728.The geoid height was determined by GEOID03.
 GZ2728
 GZ2728;                    North         East     Units Scale Factor Converg.
 GZ2728;SPC KY1Z     - 1,111,281.031 1,533,154.002   MT  0.99994923   +0 13 46.9
 GZ2728;SPC KY1Z     - 3,645,927.85  5,030,022.75   sFT  0.99994923   +0 13 46.9
 GZ2728;SPC KY S     -   611,270.702   533,153.878   MT  0.99994540   +0 13 36.8
 GZ2728;SPC KY S     - 2,005,477.29  1,749,189.01   sFT  0.99994540   +0 13 36.8
 GZ2728;UTM  16      - 4,133,318.993   643,877.298   MT  0.99985500   +0 59 06.6
 GZ2728
 GZ2728                          SUPERSEDED SURVEY CONTROL
 GZ2728
 GZ2728  NAD 83(1986)-  37 20 07.50024(N)    085 22 33.11220(W) AD(       ) 4
 GZ2728  NAD 27      -  37 20 07.27200(N)    085 22 33.25200(W) AD(       ) 3
 GZ2728
 GZ2728.Superseded values are not recommended for survey control.
 GZ2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2728.See file dsdata.txt to determine how the superseded data were derived.
 GZ2728
 GZ2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4387733319(NAD 83)
 GZ2728_MARKER: 42 = RADIO/TV MAST
 GZ2728
 GZ2728  HISTORY     - Date     Condition        Report By
 GZ2728  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2728
 GZ2728                          STATION DESCRIPTION
 GZ2728
 GZ2728'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2728'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF CAMPBELLSVILLE. IT
 GZ2728'IS A STEEL RADIO MAST, PAINTED ALTERNATELY WHITE AND INTERNATIONAL
 GZ2728'ORANGE AND IS 180 FEET HIGH. THE POINT OF INTERSECTION WAS THE
 GZ2728'FLASHING RED LIGHT AT THE TOP OF THE MAST.
 GZ2728'
 GZ2728'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GZ2728'HIGHWAY 55 IN CAMPBELLSVILLE, GO SOUTHWEST ON U.S.  HIGHWAY 68 FOR
 GZ2728'1.9 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.25 MILE
 GZ2728'AND THE STATION ON THE RIGHT, EAST SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1719 ***********************************************************************
 GZ1719  DESIGNATION -  CAMPBELLSVILLE RM 1
 GZ1719  PID         -  GZ1719
 GZ1719  STATE/COUNTY-  KY/TAYLOR
 GZ1719  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ1719
 GZ1719                         *CURRENT SURVEY CONTROL
 GZ1719  ___________________________________________________________________
 GZ1719* NAD 83(1986)-  37 19 27.     (N)    085 19 44.     (W)     SCALED    
 GZ1719* NAVD 88     -       283.051  (meters)     928.64   (feet)  ADJUSTED  
 GZ1719  ___________________________________________________________________
 GZ1719  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GZ1719  DYNAMIC HT  -         282.827 (meters)     927.91  (feet)  COMP
 GZ1719  MODELED GRAV-     979,832.7   (mgal)                       NAVD 88
 GZ1719
 GZ1719  VERT ORDER  -  SECOND    CLASS 0
 GZ1719
 GZ1719.The horizontal coordinates were scaled from a topographic map and have
 GZ1719.an estimated accuracy of +/- 6 seconds.
 GZ1719
 GZ1719.The orthometric height was determined by differential leveling
 GZ1719.and adjusted by the National Geodetic Survey in June 1991..
 GZ1719
 GZ1719.The geoid height was determined by GEOID03.
 GZ1719
 GZ1719.The dynamic height is computed by dividing the NAVD 88
 GZ1719.geopotential number by the normal gravity value computed on the
 GZ1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1719.degrees latitude (g = 980.6199 gals.).
 GZ1719
 GZ1719.The modeled gravity was interpolated from observed gravity values.
 GZ1719
 GZ1719;                    North         East    Units  Estimated Accuracy
 GZ1719;SPC KY1Z     - 1,110,050.    1,537,320.      MT  (+/- 180 meters Scaled)
 GZ1719
 GZ1719                          SUPERSEDED SURVEY CONTROL
 GZ1719
 GZ1719  NGVD 29 (??/??/92)  283.190  (m)          929.10   (f) ADJ UNCH    2 0
 GZ1719
 GZ1719.Superseded values are not recommended for survey control.
 GZ1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1719.See file dsdata.txt to determine how the superseded data were derived.
 GZ1719
 GZ1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG480321(NAD 83)
 GZ1719_MARKER: DR = REFERENCE MARK DISK
 GZ1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1719_STAMPING: CAMPBELLSVILLE NO 1 1951
 GZ1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1719+STABILITY: SURFACE MOTION
 GZ1719
 GZ1719  HISTORY     - Date     Condition        Report By
 GZ1719  HISTORY     - 1951     MONUMENTED       CGS
 GZ1719  HISTORY     - 1971     GOOD             NGS
 GZ1719
 GZ1719                          STATION DESCRIPTION
 GZ1719
 GZ1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GZ1719'1.5 MI SE FROM CAMPBELLSVILLE.
 GZ1719'TO REACH THE MARK FROM THE INTERSECTION OF MAIN ST. AND CENTRAL
 GZ1719'AVE. (1 BLOCK WEST OF THE CAMPBELLSVILLE POST OFFICE), GO
 GZ1719'SOUTHEAST ON CENTRAL AVE. FOR 1.05 MILES TO THE JUNCTION OF
 GZ1719'STATE HIGHWAY 372.  TURN RIGHT AND GO SOUTH ON THE HIGHWAY FOR
 GZ1719'0.45 MILE TO A DRIVEWAY RIGHT.  TURN RIGHT ON THE DRIVEWAY AND
 GZ1719'GO WEST FOR 0.15 MILE TO HOUSE, THENCE LEFT FOR ABOUT 200 FEET
 GZ1719'TO BARN, THENCE WEST ALONG FENCE FOR ABOUT 0.1 MILE TO TOP OF
 GZ1719'HILL AND MARK.  DISK IS SET IN THE TOP OF A CONCRETE POST FLUSH
 GZ1719'WITH THE GROUND, 106 FEET NORTHWEST OF A T-FENCE CORNER, 0.9 OF A
 GZ1719'FOOT SOUTHWEST OF FENCE AND METAL WITNESS POST, 89 FEET SOUTHEAST
 GZ1719'OF A T-FENCE CORNER AND ON THE SOUTHEAST SLOPE OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1721 ***********************************************************************
 GZ1721  DESIGNATION -  CAMPBELLSVILLE RM 2
 GZ1721  PID         -  GZ1721
 GZ1721  STATE/COUNTY-  KY/TAYLOR
 GZ1721  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ1721
 GZ1721                         *CURRENT SURVEY CONTROL
 GZ1721  ___________________________________________________________________
 GZ1721* NAD 83(1986)-  37 19 27.     (N)    085 19 44.     (W)     SCALED    
 GZ1721* NAVD 88     -       279.660  (meters)     917.52   (feet)  ADJUSTED  
 GZ1721  ___________________________________________________________________
 GZ1721  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GZ1721  DYNAMIC HT  -         279.439 (meters)     916.79  (feet)  COMP
 GZ1721  MODELED GRAV-     979,832.7   (mgal)                       NAVD 88
 GZ1721
 GZ1721  VERT ORDER  -  SECOND    CLASS 0
 GZ1721
 GZ1721.The horizontal coordinates were scaled from a topographic map and have
 GZ1721.an estimated accuracy of +/- 6 seconds.
 GZ1721
 GZ1721.The orthometric height was determined by differential leveling
 GZ1721.and adjusted by the National Geodetic Survey in June 1991..
 GZ1721
 GZ1721.The geoid height was determined by GEOID03.
 GZ1721
 GZ1721.The dynamic height is computed by dividing the NAVD 88
 GZ1721.geopotential number by the normal gravity value computed on the
 GZ1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1721.degrees latitude (g = 980.6199 gals.).
 GZ1721
 GZ1721.The modeled gravity was interpolated from observed gravity values.
 GZ1721
 GZ1721;                    North         East    Units  Estimated Accuracy
 GZ1721;SPC KY1Z     - 1,110,050.    1,537,320.      MT  (+/- 180 meters Scaled)
 GZ1721
 GZ1721                          SUPERSEDED SURVEY CONTROL
 GZ1721
 GZ1721  NGVD 29 (??/??/92)  279.799  (m)          917.97   (f) ADJ UNCH    2 0
 GZ1721
 GZ1721.Superseded values are not recommended for survey control.
 GZ1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1721.See file dsdata.txt to determine how the superseded data were derived.
 GZ1721
 GZ1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG480321(NAD 83)
 GZ1721_MARKER: DR = REFERENCE MARK DISK
 GZ1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1721_STAMPING: CAMPBELLSVILLE NO 2 1951
 GZ1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1721+STABILITY: SURFACE MOTION
 GZ1721
 GZ1721  HISTORY     - Date     Condition        Report By
 GZ1721  HISTORY     - 1951     MONUMENTED       CGS
 GZ1721  HISTORY     - 1971     GOOD             NGS
 GZ1721
 GZ1721                          STATION DESCRIPTION
 GZ1721
 GZ1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GZ1721'1.5 MI SE FROM CAMPBELLSVILLE.
 GZ1721'TO REACH THE MARK FROM THE INTERSECTION OF MAIN ST. AND
 GZ1721'CENTRAL AVE. (1 BLOCK WEST OF THE CAMPBELLSVILLE POST OFFICE),
 GZ1721'GO SOUTHEAST ON CENTRAL AVE. FOR 1.05 MILES TO THE JUNCTION OF
 GZ1721'STATE HIGHWAY 372.  TURN RIGHT AND GO SOUTH ON THE HIGHWAY
 GZ1721'FOR 0.45 MILE TO A DRIVEWAY RIGHT.  TURN RIGHT AND GO WEST ON
 GZ1721'THE DRIVEWAY FOR 0.15 MILE TO HOUSE, THENCE SOUTH FOR ABOUT
 GZ1721'200 FEET TO BARN, THENCE WEST ALONG FENCE FOR 0.1 MILE TO TOP OF
 GZ1721'HILL AND MARK.  DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 GZ1721'PROJECTING 2 INCHES, 104 FEET SOUTH OF AN 8 INCH OAK TREE, 16
 GZ1721'FEET NORTH OF A T-FENCE CORNER, 1 FOOT EAST OF FENCE AND A
 GZ1721'METAL WITNESS POST AND ON THE WEST SLOPE OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2727 ***********************************************************************
 GZ2727  DESIGNATION -  CAMPBELLSVILLE S MUNICIPAL TK
 GZ2727  PID         -  GZ2727
 GZ2727  STATE/COUNTY-  KY/TAYLOR
 GZ2727  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ2727
 GZ2727                         *CURRENT SURVEY CONTROL
 GZ2727  ___________________________________________________________________
 GZ2727* NAD 83(1993)-  37 20 00.78714(N)    085 21 13.71951(W)     ADJUSTED  
 GZ2727* NAVD 88     -                                                        
 GZ2727  ___________________________________________________________________
 GZ2727  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 GZ2727  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GZ2727
 GZ2727  HORZ ORDER  -  THIRD
 GZ2727
 GZ2727.The horizontal coordinates were established by classical geodetic methods
 GZ2727.and adjusted by the National Geodetic Survey in December 1995..
 GZ2727
 GZ2727
 GZ2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2727
 GZ2727.The geoid height was determined by GEOID03.
 GZ2727
 GZ2727;                    North         East     Units Scale Factor Converg.
 GZ2727;SPC KY1Z     - 1,111,082.383 1,535,108.928   MT  0.99994953   +0 14 35.7
 GZ2727;SPC KY1Z     - 3,645,276.12  5,036,436.54   sFT  0.99994953   +0 14 35.7
 GZ2727;SPC KY S     -   611,071.956   535,108.786   MT  0.99994540   +0 14 25.0
 GZ2727;SPC KY S     - 2,004,825.24  1,755,602.74   sFT  0.99994540   +0 14 25.0
 GZ2727;UTM  16      - 4,133,146.150   645,834.495   MT  0.99986198   +0 59 54.7
 GZ2727
 GZ2727                          SUPERSEDED SURVEY CONTROL
 GZ2727
 GZ2727  NAD 83(1986)-  37 20 00.79473(N)    085 21 13.72731(W) AD(       ) 4
 GZ2727  NAD 27      -  37 20 00.56800(N)    085 21 13.86900(W) AD(       ) 3
 GZ2727
 GZ2727.Superseded values are not recommended for survey control.
 GZ2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2727.See file dsdata.txt to determine how the superseded data were derived.
 GZ2727
 GZ2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4583433146(NAD 83)
 GZ2727_MARKER: 53 = ELEVATED TANK
 GZ2727
 GZ2727  HISTORY     - Date     Condition        Report By
 GZ2727  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2727
 GZ2727                          STATION DESCRIPTION
 GZ2727
 GZ2727'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2727'STATION IS LOCATED ON A HIGH HILL IN THE SOUTHWEST SECTION OF
 GZ2727'CAMPBELLSVILLE AT THE END OF WILSON HEIGHTS ROAD. IT IS AN ELEVATED
 GZ2727'STEEL TANK, PAINTED SILVER, HAS SIX LEGS AND IS ABOUT 75 FEET HIGH.
 GZ2727'THE POINT OF INTERSECTION WAS THE METAL BALL AT THE CENTER OF THE
 GZ2727'ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH7217 ***********************************************************************
 DH7217  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7217  DESIGNATION -  CAMPBELLSVILLE U CORS ARP
 DH7217  CORS_ID     -  KYCP
 DH7217  PID         -  DH7217
 DH7217  STATE/COUNTY-  KY/TAYLOR
 DH7217  USGS QUAD   -  CAMPBELLSVILLE (1987)
 DH7217
 DH7217                         *CURRENT SURVEY CONTROL
 DH7217  ___________________________________________________________________
 DH7217* NAD 83(CORS)-  37 20 32.02248(N)    085 21 00.22405(W)     ADJUSTED  
 DH7217* NAVD 88     -                                                        
 DH7217  ___________________________________________________________________
 DH7217  EPOCH DATE  -        2002.00
 DH7217  X           -     411,598.861 (meters)                     COMP
 DH7217  Y           -  -5,060,514.899 (meters)                     COMP
 DH7217  Z           -   3,847,795.508 (meters)                     COMP
 DH7217  ELLIP HEIGHT-         227.46  (meters)          (12/??/05) GPS OBS
 DH7217  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 DH7217
 DH7217  HORZ ORDER  -  SPECIAL (CORS)
 DH7217  ELLP ORDER  -  SPECIAL (CORS)
 DH7217
 DH7217.ITRF positions are available for this station.
 DH7217.The coordinates were established by GPS observations
 DH7217.and adjusted by the National Geodetic Survey in December 2005..
 DH7217.The coordinates are valid at the epoch date displayed above.
 DH7217.The epoch date for horizontal control is a decimal equivalence
 DH7217.of Year/Month/Day.
 DH7217
 DH7217
 DH7217.The PID for the CORS L1 Phase Center is DH7218.
 DH7217
 DH7217.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7217
 DH7217.The ellipsoidal height was determined by GPS observations
 DH7217.and is referenced to NAD 83.
 DH7217
 DH7217.The geoid height was determined by GEOID03.
 DH7217
 DH7217;                    North         East     Units Scale Factor Converg.
 DH7217;SPC KY1Z     - 1,112,046.693 1,535,437.000   MT  0.99994812   +0 14 44.0
 DH7217;SPC KY1Z     - 3,648,439.86  5,037,512.89   sFT  0.99994812   +0 14 44.0
 DH7217;SPC KY S     -   612,036.245   535,436.907   MT  0.99994541   +0 14 33.2
 DH7217;SPC KY S     - 2,007,988.91  1,756,679.25   sFT  0.99994541   +0 14 33.2
 DH7217
 DH7217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7217!SPC KY1Z     -   0.99996431  x   0.99994812  =   0.99991243
 DH7217!SPC KY S     -   0.99996431  x   0.99994541  =   0.99990972
 DH7217
 DH7217                          SUPERSEDED SURVEY CONTROL
 DH7217
 DH7217.No superseded survey control is available for this station.
 DH7217
 DH7217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4615034115(NAD 83)
 DH7217_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7217
 DH7217                          STATION DESCRIPTION
 DH7217
 DH7217'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7217'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7217'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7217'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7217'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7217'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH7218 ***********************************************************************
 DH7218  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7218  DESIGNATION -  CAMPBELLSVILLE U CORS L1 PHASE CENTER
 DH7218  CORS_ID     -  KYCP
 DH7218  PID         -  DH7218
 DH7218  STATE/COUNTY-  KY/TAYLOR
 DH7218  USGS QUAD   -  CAMPBELLSVILLE (1987)
 DH7218
 DH7218                         *CURRENT SURVEY CONTROL
 DH7218  ___________________________________________________________________
 DH7218* NAD 83(CORS)-  37 20 32.02249(N)    085 21 00.22403(W)     ADJUSTED  
 DH7218* NAVD 88     -                                                        
 DH7218  ___________________________________________________________________
 DH7218  EPOCH DATE  -        2002.00
 DH7218  X           -     411,598.866 (meters)                     COMP
 DH7218  Y           -  -5,060,514.954 (meters)                     COMP
 DH7218  Z           -   3,847,795.551 (meters)                     COMP
 DH7218  ELLIP HEIGHT-         227.53  (meters)          (12/??/05) GPS OBS
 DH7218  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 DH7218
 DH7218  HORZ ORDER  -  SPECIAL (CORS)
 DH7218  ELLP ORDER  -  SPECIAL (CORS)
 DH7218
 DH7218.ITRF positions are available for this station.
 DH7218.The coordinates were established by GPS observations
 DH7218.and adjusted by the National Geodetic Survey in December 2005..
 DH7218.The coordinates are valid at the epoch date displayed above.
 DH7218.The epoch date for horizontal control is a decimal equivalence
 DH7218.of Year/Month/Day.
 DH7218
 DH7218
 DH7218.The PID for the CORS ARP is DH7217.
 DH7218
 DH7218.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7218
 DH7218.The ellipsoidal height was determined by GPS observations
 DH7218.and is referenced to NAD 83.
 DH7218
 DH7218.The geoid height was determined by GEOID03.
 DH7218
 DH7218;                    North         East     Units Scale Factor Converg.
 DH7218;SPC KY1Z     - 1,112,046.693 1,535,437.001   MT  0.99994812   +0 14 44.0
 DH7218;SPC KY1Z     - 3,648,439.86  5,037,512.89   sFT  0.99994812   +0 14 44.0
 DH7218;SPC KY S     -   612,036.246   535,436.908   MT  0.99994541   +0 14 33.2
 DH7218;SPC KY S     - 2,007,988.92  1,756,679.26   sFT  0.99994541   +0 14 33.2
 DH7218
 DH7218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7218!SPC KY1Z     -   0.99996430  x   0.99994812  =   0.99991242
 DH7218!SPC KY S     -   0.99996430  x   0.99994541  =   0.99990971
 DH7218
 DH7218                          SUPERSEDED SURVEY CONTROL
 DH7218
 DH7218.No superseded survey control is available for this station.
 DH7218
 DH7218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4615034115(NAD 83)
 DH7218_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7218
 DH7218                          STATION DESCRIPTION
 DH7218
 DH7218'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7218'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7218'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7218'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7218'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7218'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3027 ***********************************************************************
 GZ3027  CBN         -  This is a Cooperative Base Network Control Station.
 GZ3027  PACS        -  This is a Primary Airport Control Station.
 GZ3027  DESIGNATION -  CAMPPORT
 GZ3027  PID         -  GZ3027
 GZ3027  STATE/COUNTY-  KY/TAYLOR
 GZ3027  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ3027
 GZ3027                         *CURRENT SURVEY CONTROL
 GZ3027  ___________________________________________________________________
 GZ3027* NAD 83(1993)-  37 21 21.29879(N)    085 18 47.99220(W)     ADJUSTED  
 GZ3027* NAVD 88     -       269.41   (meters)     883.9    (feet)  GPS OBS   
 GZ3027  ___________________________________________________________________
 GZ3027  X           -     414,768.285 (meters)                     COMP
 GZ3027  Y           -  -5,059,339.088 (meters)                     COMP
 GZ3027  Z           -   3,849,009.063 (meters)                     COMP
 GZ3027  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 GZ3027  ELLIP HEIGHT-         237.13  (meters)          (11/03/04) GPS OBS
 GZ3027  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GZ3027
 GZ3027  HORZ ORDER  -  B
 GZ3027  ELLP ORDER  -  THIRD     CLASS I
 GZ3027
 GZ3027.This mark is at Taylor County Airport (AAS)
 GZ3027
 GZ3027.The horizontal coordinates were established by GPS observations
 GZ3027.and adjusted by the National Geodetic Survey in January 1997..
 GZ3027
 GZ3027.The orthometric height was determined by GPS observations and a
 GZ3027.high-resolution geoid model.
 GZ3027
 GZ3027.GPS derived orthometric heights for airport stations designated as
 GZ3027.PACS or SACS are published to 2 decimal places.  This maintains
 GZ3027.centimeter relative accuracy between the PACS and SACS.  It does
 GZ3027.not indicate centimeter accuracy relative to other marks which are
 GZ3027.part of the NAVD 88 network.
 GZ3027
 GZ3027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3027
 GZ3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3027
 GZ3027.The ellipsoidal height was determined by GPS observations
 GZ3027.and is referenced to NAD 83.
 GZ3027
 GZ3027.The geoid height was determined by GEOID03.
 GZ3027
 GZ3027;                    North         East     Units Scale Factor Converg.
 GZ3027;SPC KY1Z     - 1,113,580.321 1,538,684.473   MT  0.99994594   +0 16 05.2
 GZ3027;SPC KY1Z     - 3,653,471.44  5,048,167.31   sFT  0.99994594   +0 16 05.2
 GZ3027;SPC KY S     -   613,569.693   538,684.459   MT  0.99994547   +0 15 53.4
 GZ3027;SPC KY S     - 2,013,019.90  1,767,333.93   sFT  0.99994547   +0 15 53.4
 GZ3027;UTM  16      - 4,135,690.807   649,376.517   MT  0.99987486   +1 01 25.0
 GZ3027
 GZ3027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3027!SPC KY1Z     -   0.99996279  x   0.99994594  =   0.99990873
 GZ3027!SPC KY S     -   0.99996279  x   0.99994547  =   0.99990826
 GZ3027!UTM  16      -   0.99996279  x   0.99987486  =   0.99983765
 GZ3027
 GZ3027:                Primary Azimuth Mark                     Grid Az
 GZ3027:SPC KY1Z     -  CAMPPORT AZ MK                           049 56 22.0
 GZ3027:SPC KY S     -  CAMPPORT AZ MK                           049 56 33.8
 GZ3027:UTM  16      -  CAMPPORT AZ MK                           049 11 02.2
 GZ3027
 GZ3027|---------------------------------------------------------------------|
 GZ3027| PID    Reference Object                     Distance      Geod. Az  |
 GZ3027|                                                           dddmmss.s |
 GZ3027| GZ3028 CAMPPORT AZ MK                      APPROX. 0.7 KM 0501227.2 |
 GZ3027| AC5805 AAS A                               461.147 METERS 2285620.6 |
 GZ3027|---------------------------------------------------------------------|
 GZ3027
 GZ3027                          SUPERSEDED SURVEY CONTROL
 GZ3027
 GZ3027  ELLIP H (01/09/97)  237.06   (m)                       GP(       ) 3 1
 GZ3027  NAD 83(1993)-  37 21 21.30039(N)    085 18 47.99243(W) AD(       ) 3
 GZ3027  ELLIP H (12/20/95)  237.15   (m)                       GP(       ) 4 1
 GZ3027  NAD 83(1986)-  37 21 21.30758(N)    085 18 48.00031(W) AD(       ) 3
 GZ3027  NGVD 29 (11/06/89)  269.5    (m)          884.     (f) GPS OBS        
 GZ3027
 GZ3027.Superseded values are not recommended for survey control.
 GZ3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3027.See file dsdata.txt to determine how the superseded data were derived.
 GZ3027
 GZ3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4937735691(NAD 83)
 GZ3027_MARKER: I = METAL ROD
 GZ3027_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GZ3027+WITH SETTING: INFORMATION.
 GZ3027_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3027_STAMPING: CAMPPORT 1989
 GZ3027_MARK LOGO: NGS   
 GZ3027_PROJECTION: FLUSH
 GZ3027_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3027+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 GZ3027_ROD/PIPE-DEPTH: 1.1  meters
 GZ3027_SLEEVE-DEPTH  : 0.3 meters
 GZ3027
 GZ3027  HISTORY     - Date     Condition        Report By
 GZ3027  HISTORY     - 1989     MONUMENTED       NGS
 GZ3027  HISTORY     - 19900919 GOOD             NGS
 GZ3027  HISTORY     - 19951115 GOOD             LOWE
 GZ3027  HISTORY     - 19960803 GOOD             NGS
 GZ3027  HISTORY     - 20021210 GOOD             WOOLPT
 GZ3027  HISTORY     - 20050920 GOOD             KYTC
 GZ3027
 GZ3027                          STATION DESCRIPTION
 GZ3027
 GZ3027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GZ3027'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHEAST OF
 GZ3027'CAMPBELLSVILLE, O.8 KM (0.5 MI) SOUTHEAST OF THE FAIRGROUNDS AND US
 GZ3027'HIGHWAY 68 AND AT THE CAMPBELLSVILLE-TAYLOR COUNTY AIRPORT.
 GZ3027'OWNERSHIP--AIR TRANSPORT, 102 DIANE DRIVE, CAMPBELLSVILLE, KY 42718,
 GZ3027'PHONE 502-465-5562.  AIRPORT MANAGER IS RON MORRISON.
 GZ3027'TO REACH THE AIRPORT FROM THE FAIRGROUNDS ON US HIGHWAY 68 AND STATE
 GZ3027'ROAD 55, DRIVE SOUTHEAST ON STATE ROAD 1799 FOR 0.59 KM (0.35 MI) TO A
 GZ3027'PAVED ROAD LEFT.  TURN LEFT AND DRIVE NORTHEAST FOR 0.55 KM (0.35 MI)
 GZ3027'TO THE END OF THE ROAD AND THE AIRPORT OFFICE.  FROM THE AIRPORT
 GZ3027'OFFICE, DRIVE THROUGH THE GATE AND GO SOUTHEAST FOR 0.14 KM (0.10 MI)
 GZ3027'TO THE JUNCTION OF RAMP AND RUNWAY AND THE STATION LEFT
 GZ3027'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 GZ3027'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 GZ3027'PIPE AND SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP
 GZ3027'STAMPED---CAMPPORT 1989---, FLUSH WITH THE GROUND AND SURROUNDED BY
 GZ3027'CONCRETE.  LOCATED 26.2 M (86.0 FT) SOUTHEAST OF A DRAIN COVER, 23.1 M
 GZ3027'(75.8 FT) NORTH OF CENTERLINE OF RUNWAY, 17.8 M (58.4 FT) WEST OF A
 GZ3027'RUNWAY LIGHT, 17.3 M (56.8 FT) NORTHEAST OF THE CENTERLINE OF THE RAMP
 GZ3027'AND 9.1 M (29.9 FT) NORTH OF A TAXIWAY LIGHT.  NOTE--ACCESS TO DATUM
 GZ3027'POINT IS HAD THROUGH A 5-INCH LOG CAP.
 GZ3027'DESCRIBED BY M.J. WELLSLAGER.
 GZ3027
 GZ3027                          STATION RECOVERY (1990)
 GZ3027
 GZ3027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GZ3027'THE STATION IS LOCATED N OF RUNWAY 5-23, AND S FROM THE RAMP AREA,
 GZ3027'ABOUT MIDFIELD.  THE STATION IS 86.0 FT (26.2 M) SE OF A DRAIN COVER,
 GZ3027'75.8 FT (23.1 M) N OF THE CENTERLINE OF THE RUNWAY, 29.9 FT (9.1 M) N
 GZ3027'OF A RUNWAY LIGHT, AND 1 FT (0.3 M) N OF A FIBERGLASS WITNESS POST.
 GZ3027'THE STATION IS A STANDARD NGS DEEP ROD BENCH MARK WITH ACCESS COVER
 GZ3027'STAMPED CAMPPORT 1989 SET FLUSH WITH THE GROUND.
 GZ3027
 GZ3027                          STATION RECOVERY (1995)
 GZ3027
 GZ3027'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GZ3027'RECOVERED AS DESCRIBED,  THIS STATION IS A PRIMARY AIRPORT CONTROL
 GZ3027'STATION.
 GZ3027
 GZ3027                          STATION RECOVERY (1996)
 GZ3027
 GZ3027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 GZ3027'RECOVERED AS DESCRIBED.
 GZ3027
 GZ3027                          STATION RECOVERY (2002)
 GZ3027
 GZ3027'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GZ3027'RECOVERED AS DESCRIBED.
 GZ3027' 
 GZ3027'PHONE NUMBER FOR AIRPORT MANAGER IS NOW 270-789-4182.
 GZ3027
 GZ3027                          STATION RECOVERY (2005)
 GZ3027
 GZ3027'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (PS)
 GZ3027'RECOVERY DESCRIPTION IS ADEQUATE BUT THE WITNESS POST IS NO LONGER
 GZ3027'THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3028 ***********************************************************************
 GZ3028  SACS        -  This is a Secondary Airport Control Station.
 GZ3028  DESIGNATION -  CAMPPORT AZ MK
 GZ3028  PID         -  GZ3028
 GZ3028  STATE/COUNTY-  KY/TAYLOR
 GZ3028  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ3028
 GZ3028                         *CURRENT SURVEY CONTROL
 GZ3028  ___________________________________________________________________
 GZ3028* NAD 83(1993)-  37 21 36.60746(N)    085 18 24.96636(W)     ADJUSTED  
 GZ3028* NAVD 88     -       275.68   (meters)     904.5    (feet)  GPS OBS   
 GZ3028  ___________________________________________________________________
 GZ3028  X           -     415,310.039 (meters)                     COMP
 GZ3028  Y           -  -5,059,012.223 (meters)                     COMP
 GZ3028  Z           -   3,849,387.961 (meters)                     COMP
 GZ3028  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 GZ3028  ELLIP HEIGHT-         243.31  (meters)          (01/09/97) GPS OBS
 GZ3028  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GZ3028
 GZ3028  HORZ ORDER  -  FIRST
 GZ3028  ELLP ORDER  -  THIRD     CLASS I
 GZ3028
 GZ3028.This mark is at Taylor County Airport (AAS)
 GZ3028
 GZ3028.The horizontal coordinates were established by GPS observations
 GZ3028.and adjusted by the National Geodetic Survey in January 1997..
 GZ3028
 GZ3028.The orthometric height was determined by GPS observations and a
 GZ3028.high-resolution geoid model.
 GZ3028
 GZ3028.GPS derived orthometric heights for airport stations designated as
 GZ3028.PACS or SACS are published to 2 decimal places.  This maintains
 GZ3028.centimeter relative accuracy between the PACS and SACS.  It does
 GZ3028.not indicate centimeter accuracy relative to other marks which are
 GZ3028.part of the NAVD 88 network.
 GZ3028
 GZ3028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3028
 GZ3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3028
 GZ3028.The ellipsoidal height was determined by GPS observations
 GZ3028.and is referenced to NAD 83.
 GZ3028
 GZ3028.The geoid height was determined by GEOID03.
 GZ3028
 GZ3028;                    North         East     Units Scale Factor Converg.
 GZ3028;SPC KY1Z     - 1,114,054.911 1,539,248.856   MT  0.99994527   +0 16 19.3
 GZ3028;SPC KY1Z     - 3,655,028.49  5,050,018.96   sFT  0.99994527   +0 16 19.3
 GZ3028;SPC KY S     -   614,044.251   539,248.869   MT  0.99994550   +0 16 07.3
 GZ3028;SPC KY S     - 2,014,576.85  1,769,185.66   sFT  0.99994550   +0 16 07.3
 GZ3028;UTM  16      - 4,136,172.765   649,934.553   MT  0.99987692   +1 01 39.3
 GZ3028
 GZ3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3028!SPC KY1Z     -   0.99996182  x   0.99994527  =   0.99990709
 GZ3028!SPC KY S     -   0.99996182  x   0.99994550  =   0.99990732
 GZ3028!UTM  16      -   0.99996182  x   0.99987692  =   0.99983874
 GZ3028
 GZ3028:                Primary Azimuth Mark                     Grid Az
 GZ3028:SPC KY1Z     -  CAMPPORT                                 229 56 21.9
 GZ3028:SPC KY S     -  CAMPPORT                                 229 56 33.9
 GZ3028:UTM  16      -  CAMPPORT                                 229 11 01.9
 GZ3028
 GZ3028|---------------------------------------------------------------------|
 GZ3028| PID    Reference Object                     Distance      Geod. Az  |
 GZ3028|                                                           dddmmss.s |
 GZ3028| GZ3027 CAMPPORT                            APPROX. 0.7 KM 2301241.2 |
 GZ3028|---------------------------------------------------------------------|
 GZ3028
 GZ3028                          SUPERSEDED SURVEY CONTROL
 GZ3028
 GZ3028  NAD 83(1993)-  37 21 36.60891(N)    085 18 24.96623(W) AD(       ) 3
 GZ3028  ELLIP H (12/20/95)  243.40   (m)                       GP(       ) 4 1
 GZ3028  NAD 83(1986)-  37 21 36.61606(N)    085 18 24.97414(W) AD(       ) 3
 GZ3028  NGVD 29 (11/06/89)  275.8    (m)          905.     (f) GPS OBS        
 GZ3028
 GZ3028.Superseded values are not recommended for survey control.
 GZ3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3028.See file dsdata.txt to determine how the superseded data were derived.
 GZ3028
 GZ3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4993536173(NAD 83)
 GZ3028_MARKER: I = METAL ROD
 GZ3028_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GZ3028_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3028_STAMPING: CAMPPORT AZ MK 1989
 GZ3028_MARK LOGO: NGS   
 GZ3028_PROJECTION: FLUSH
 GZ3028_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3028+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1996
 GZ3028_ROD/PIPE-DEPTH:  1.5 meters
 GZ3028_SLEEVE-DEPTH  :  0.3 meters
 GZ3028
 GZ3028  HISTORY     - Date     Condition        Report By
 GZ3028  HISTORY     - 1989     MONUMENTED       NGS
 GZ3028  HISTORY     - 19900919 GOOD             NGS
 GZ3028  HISTORY     - 19951115 GOOD             LOWE
 GZ3028  HISTORY     - 19960803 GOOD             NGS
 GZ3028
 GZ3028                          STATION DESCRIPTION
 GZ3028
 GZ3028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GZ3028'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHEAST OF
 GZ3028'CAMPBELLSVILLE, 0.8 KM (0.50 MI) SOUTHEAST OF THE FAIRGROUNDS AND US
 GZ3028'HIGHWAY 68 AND AT THE CAMPBELLSVILLE-TAYLOR COUNTY AIRPORT.
 GZ3028'OWNERSHIP--AIR TRANSPORT, 102 DIANE DRIVE, CAMPBELLSVILLE, KY 42718,
 GZ3028'PHONE 502-465-5562.  AIRPORT MANAGER IS RON MORRISON.
 GZ3028'TO REACH THE AIRPORT FROM THE FAIRGROUNDS ON US HIGHWAY 68 AND STATE
 GZ3028'ROAD 55, DRIVE SOUTHEAST ON STATE ROAD 1799 FOR 0.59 KM (0.35 MI) TO A
 GZ3028'PAVED ROAD LEFT.  TURN LEFT AND DRIVE NORTHEAST FOR 0.55 KM (0.35 MI)
 GZ3028'TO THE END OF THE ROAD AND THE AIRPORT OFFICE.  FROM THE AIRPORT
 GZ3028'OFFICE, DRIVE THROUGH THE GATE AND GO SOUTHEAST TO THE JUNCTION OF
 GZ3028'RAMP AND RUNWAY.  TURN RIGHT AND GO NORTHEAST ALONG RUNWAY TO A
 GZ3028'TURNAROUND AND THE STATION LEFT.
 GZ3028'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 GZ3028'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 GZ3028'PIPE THAT IS SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP
 GZ3028'STAMPED---CAMPPORT AZ MK 1989---, SURROUNDED BY CONCRETE FLUSH TO THE
 GZ3028'GROUND.  LOCATED 19.5 M (64.0 FT) SOUTH OF A RAMP LIGHT, 19.4 M
 GZ3028'(63.6 FT) NORTHWEST OF THE CENTERLINE OF THE RUNWAY, 7.4 M (24.3 FT)
 GZ3028'WEST OF THE BEGINNING OF THE TURNAROUND AND 3.3 M (10.8 FT) WEST OF A
 GZ3028'DUCT COVER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 GZ3028'CAP.
 GZ3028'DESCRIBED BY M.J. WELLSLAGER.
 GZ3028
 GZ3028                          STATION RECOVERY (1990)
 GZ3028
 GZ3028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GZ3028'THE STATION IS LOCATED AT THE E END OF THE FIELD N OF THE RUNWAY AND W
 GZ3028'OF THE JUG HANDLE TAXIWAY.  THE STATION IS 63.6 FT (19.4 M) NW OF THE
 GZ3028'CENTERLINE OF THE RUNWAY, 10.8 FT (3.3 M) W OF THE JUG HANDLE EDGE,
 GZ3028'AND 22 FT (6.7 M) NE OF A RUNWAY LIGHT.  THE STATION IS A STANDARD NGS
 GZ3028'DEEP ROD BENCH MARK WITH ACCESS COVER STAMPED CAMPPORT AZ MK 1989 SET
 GZ3028'FLUSH WITH THE GROUND.
 GZ3028
 GZ3028                          STATION RECOVERY (1995)
 GZ3028
 GZ3028'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GZ3028'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 GZ3028'STATION.
 GZ3028
 GZ3028                          STATION RECOVERY (1996)
 GZ3028
 GZ3028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 GZ3028'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3334 ***********************************************************************
 GY3334  DESIGNATION -  CAMPTON
 GY3334  PID         -  GY3334
 GY3334  STATE/COUNTY-  KY/WOLFE
 GY3334  USGS QUAD   -  CAMPTON (1972)
 GY3334
 GY3334                         *CURRENT SURVEY CONTROL
 GY3334  ___________________________________________________________________
 GY3334* NAD 83(1993)-  37 43 12.06604(N)    083 31 33.88459(W)     ADJUSTED  
 GY3334* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 GY3334  ___________________________________________________________________
 GY3334  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 GY3334  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GY3334
 GY3334  HORZ ORDER  -  SECOND
 GY3334
 GY3334.The horizontal coordinates were established by classical geodetic methods
 GY3334.and adjusted by the National Geodetic Survey in December 1995..
 GY3334
 GY3334.The orthometric height was scaled from a topographic map.
 GY3334
 GY3334.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3334
 GY3334.The geoid height was determined by GEOID03.
 GY3334
 GY3334;                    North         East     Units Scale Factor Converg.
 GY3334;SPC KY1Z     - 1,156,233.560 1,696,036.278   MT  0.99990865   +1 21 55.4
 GY3334;SPC KY1Z     - 3,793,409.60  5,564,412.36   sFT  0.99990865   +1 21 55.4
 GY3334;SPC KY S     -   656,196.838   696,048.369   MT  0.99996802   +1 20 55.4
 GY3334;SPC KY S     - 2,152,872.46  2,283,618.69   sFT  0.99996802   +1 20 55.4
 GY3334;SPC KY N     -    24,672.272   563,827.046   MT  1.00004648   +0 27 01.2
 GY3334;SPC KY N     -    80,945.61  1,849,822.57   sFT  1.00004648   +0 27 01.2
 GY3334;UTM  17      - 4,177,755.026   277,358.161   MT  1.00021059   -1 32 46.0
 GY3334
 GY3334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3334!SPC KY1Z     -   0.99994435  x   0.99990865  =   0.99985300
 GY3334!SPC KY S     -   0.99994435  x   0.99996802  =   0.99991237
 GY3334!SPC KY N     -   0.99994435  x   1.00004648  =   0.99999082
 GY3334!UTM  17      -   0.99994435  x   1.00021059  =   1.00015492
 GY3334
 GY3334|---------------------------------------------------------------------|
 GY3334| PID    Reference Object                     Distance      Geod. Az  |
 GY3334|                                                           dddmmss.s |
 GY3334| DB8929 CAMPTON RM 1                         30.236 METERS 08135     |
 GY3334| DB8930 CAMPTON RM 2                         26.088 METERS 22116     |
 GY3334| DB8928 CAMPTON AZ MK                                      3004555.4 |
 GY3334|---------------------------------------------------------------------|
 GY3334
 GY3334                          SUPERSEDED SURVEY CONTROL
 GY3334
 GY3334  NAD 83(1986)-  37 43 12.07228(N)    083 31 33.89036(W) AD(       ) 2
 GY3334  NAD 27      -  37 43 11.76200(N)    083 31 34.21900(W) AD(       ) 2
 GY3334
 GY3334.Superseded values are not recommended for survey control.
 GY3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3334.See file dsdata.txt to determine how the superseded data were derived.
 GY3334
 GY3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB7735877755(NAD 83)
 GY3334_MARKER: DS = TRIANGULATION STATION DISK
 GY3334_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3334_SP_SET: PREFABRICATED CONCRETE POST
 GY3334
 GY3334  HISTORY     - Date     Condition        Report By
 GY3334  HISTORY     - 1949     MONUMENTED       CGS
 GY3334  HISTORY     - 1959     GOOD             THOMAS
 GY3334
 GY3334                          STATION DESCRIPTION
 GY3334
 GY3334'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3334'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF CAMPTON NEAR THE
 GY3334'HIGHEST POINT OF A SPARSELY WOODED HILL AND IS ON PROPERTY OWNED
 GY3334'BY WOODROW TAULBEE.  IT IS 12 FEET NORTHEAST OF A 24 INCH OAK TREE
 GY3334'WITH A TRIANGLE BLAZE AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE
 GY3334'DISK IS WELDED IN THE TOP OF AN IRON PIPE WHICH IS SET IN A FENCE
 GY3334'LINE AND PROJECTS ABOUT 3 INCHES.  THE DISK IS STAMPED CAMPTON 1949.
 GY3334'
 GY3334'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND ABOUT 30
 GY3334'FEET LOWER IN ELEVATION THAN THE STATION.  THE DISK IS WELDED IN
 GY3334'THE TOP OF AN IRON PIPE WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED
 GY3334'CAMPTON NO 1 1949.
 GY3334'
 GY3334'REFERENCE MARK NO. 2 IS 6 FEET SOUTH OF A 6 INCH HICKORY TREE AND 1
 GY3334'FOOT WEST OF A FENCE LINE.  IT IS ON THE SOUTHWEST SIDE OF THE HILL
 GY3334'AND IS ABOUT 7 FEET LOWER IN ELEVATION THAN THE STATION.  THE DISK IS
 GY3334'WELDED IN THE TOP OF AN IRON PIPE WHICH PROJECTS ABOUT 4 INCHES AND
 GY3334'IS STAMPED CAMPTON NO 2 1949.
 GY3334'
 GY3334'AZIMUTH MARK IS 16 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD AND
 GY3334'2 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 5
 GY3334'INCHES AND IS STAMPED CAMPTON 1949.
 GY3334'
 GY3334'TO REACH THE STATION FROM THE T INTERSECTION AT THE SOUTHWEST CORNER
 GY3334'OF THE WOLFE COUNTY COURTHOUSE IN CAMPTON, GO SOUTH AND EAST ON
 GY3334'GRAVEL ROAD FOR 0.85 MILE TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 GY3334'CONTINUE SOUTHEAST ON GRAVEL ROAD FOR 0.35 MILE TO A FORK, TAKE
 GY3334'RIGHT FORK AND GO SOUTH ON GRAVEL ROAD FOR 0.15 MILE TO A FARM LANE
 GY3334'LEFT JUST BEFORE REACHING A HOUSE.  THIS IS THE END OF TRUCK TRAVEL.
 GY3334'FROM THIS POINT PACK IN AN EASTERLY DIRECTION THROUGH BARN LOT AND
 GY3334'FOLLOW DIRT LANE ALONG FENCE LINE FOR ABOUT 0.15 MILE TO A GATE,
 GY3334'CONTINUE EAST ON LANE FOR ABOUT 0.05 MILE TO A FENCE CORNER, TURN
 GY3334'RIGHT UP HILL AND GO SOUTHEAST FOR ABOUT 75 FEET TO ANOTHER FENCE
 GY3334'CORNER, TURN RIGHT AND GO SOUTHWEST ALONG TRAIL
 GY3334'FOLLOWING FENCE LINE FOR ABOUT 0.1 MILE TO ANOTHER FENCE CORNER NEAR
 GY3334'A CREEK BED, BEAR LEFT UP HILL AND
 GY3334'FOLLOW TRAIL AROUND SIDE OF HILL AND RIDGE IN A SOUTHERLY DIRECTION
 GY3334'FOR ABOUT 0.35 MILE TO A FENCE LINE ON TOP OF RIDGE, BEAR RIGHT AND
 GY3334'FOLLOW FENCE LINE IN A SOUTHWESTERLY DIRECTION FOR ABOUT 100 YARDS TO
 GY3334'HIGHEST POINT OF HILL AND STATION AS DESCRIBED.  THIS IS ABOUT A 30
 GY3334'MINUTE PACK.
 GY3334'
 GY3334'HEIGHT OF LIGHT ABOVE STATION MARK 36 METERS.
 GY3334
 GY3334                          STATION RECOVERY (1959)
 GY3334
 GY3334'RECOVERY NOTE BY THOMAS ENG AND SURV 1959 (HBW)
 GY3334'STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 GY3334'UNDISTURBED.
 GY3334'
 GY3334'THE AZIMUTH MARK IS 1.5 FEET SOUTH OF WIRE FENCE COVERED WITH DENSE
 GY3334'MATTED HONEYSUCKLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3603 ***********************************************************************
 GA3603  DESIGNATION -  CAN
 GA3603  PID         -  GA3603
 GA3603  STATE/COUNTY-  KY/BELL
 GA3603  USGS QUAD   -  MIDDLESBORO NORTH (1974)
 GA3603
 GA3603                         *CURRENT SURVEY CONTROL
 GA3603  ___________________________________________________________________
 GA3603* NAD 83(1993)-  36 40 47.73642(N)    083 41 02.16615(W)     ADJUSTED  
 GA3603* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 GA3603  ___________________________________________________________________
 GA3603  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 GA3603  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA3603
 GA3603  HORZ ORDER  -  THIRD
 GA3603
 GA3603.The horizontal coordinates were established by classical geodetic methods
 GA3603.and adjusted by the National Geodetic Survey in December 1995..
 GA3603
 GA3603.The orthometric height was scaled from a topographic map.
 GA3603
 GA3603.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3603
 GA3603.The geoid height was determined by GEOID03.
 GA3603
 GA3603;                    North         East     Units Scale Factor Converg.
 GA3603;SPC KY1Z     - 1,040,512.616 1,684,679.106   MT  1.00012092   +1 16 06.5
 GA3603;SPC KY1Z     - 3,413,748.47  5,527,151.37   sFT  1.00012092   +1 16 06.5
 GA3603;SPC KY S     -   540,482.082   684,659.013   MT  1.00001012   +1 15 10.8
 GA3603;SPC KY S     - 1,773,231.63  2,246,252.11   sFT  1.00001012   +1 15 10.8
 GA3603;UTM  17      - 4,062,723.387   260,171.443   MT  1.00030867   -1 36 14.4
 GA3603
 GA3603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3603!SPC KY1Z     -   0.99994267  x   1.00012092  =   1.00006358
 GA3603!SPC KY S     -   0.99994267  x   1.00001012  =   0.99995279
 GA3603!UTM  17      -   0.99994267  x   1.00030867  =   1.00025132
 GA3603
 GA3603|---------------------------------------------------------------------|
 GA3603| PID    Reference Object                     Distance      Geod. Az  |
 GA3603|                                                           dddmmss.s |
 GA3603| DB8931 CAN RM 1                              9.288 METERS 01715     |
 GA3603| GA3606 CAN 2                                99.021 METERS 03003     |
 GA3603| GA3605 ROCKY FACE                          APPROX. 0.6 KM 0662838.3 |
 GA3603| DB8932 CAN RM 2                              7.441 METERS 13440     |
 GA3603| GA3608 CAN POINT A                          98.982 METERS 34015     |
 GA3603| GA3604 CAN AZ MK                           327.971 METERS 34219     |
 GA3603|---------------------------------------------------------------------|
 GA3603
 GA3603                          SUPERSEDED SURVEY CONTROL
 GA3603
 GA3603  NAD 83(1993)-  36 40 47.73770(N)    083 41 02.16942(W) AD(       ) 3
 GA3603  NAD 83(1986)-  36 40 47.74328(N)    083 41 02.16949(W) AD(       ) 3
 GA3603  NAD 27      -  36 40 47.43079(N)    083 41 02.47905(W) AD(       ) 3
 GA3603
 GA3603.Superseded values are not recommended for survey control.
 GA3603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3603.See file dsdata.txt to determine how the superseded data were derived.
 GA3603
 GA3603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6017162723(NAD 83)
 GA3603_MARKER: DS = TRIANGULATION STATION DISK
 GA3603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3603_STAMPING: CAN 1950
 GA3603_MARK LOGO: CGS   
 GA3603
 GA3603  HISTORY     - Date     Condition        Report By
 GA3603  HISTORY     - 1950     MONUMENTED       CGS
 GA3603  HISTORY     - 1966     GOOD             CGS
 GA3603  HISTORY     - 1970     SEE DESCRIPTION  CGS
 GA3603
 GA3603                          STATION DESCRIPTION
 GA3603
 GA3603'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3603'STATION IS LOCATED ABOUT 5 MILES NORTH OF MIDDLESBOROUGH AND 5 MILES
 GA3603'SOUTH OF PINEVILLE ALONG
 GA3603'THE RIGHT-OF-WAY OF U.S.  HIGHWAY 25E.  IT IS 50 FEET
 GA3603'EAST OF THE CENTER OF HIGHWAY, 38
 GA3603'FEET NORTHWEST OF A TELEPHONE POLE,
 GA3603'6 FEET NORTHEAST OF A WHITE WITNESS POST AND ABOUT
 GA3603'15 FEET HIGHER IN
 GA3603'ELEVATION THAN HIGHWAY.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GA3603'DISK IS STAMPED
 GA3603'CAN 1950.
 GA3603'
 GA3603'REFERENCE MARK NO. 1 IS 55 FEET EAST OF CENTER OF HIGHWAY AND 27 FEET
 GA3603'WEST OF A TELEGRAPH POLE
 GA3603'WITH METAL NUMBERS 1595 ON THE WEST SIDE.  THE MARK IS
 GA3603'FLUSH WITH THE GROUND AND THE
 GA3603'DISK IS STAMPED CAN NO 1 1950.
 GA3603'
 GA3603'REFERENCE MARK NO.2 IS 55 FEET EAST OF CENTER OF HIGHWAY, 15 FEET
 GA3603'NORTHWEST OF A TELEPHONE
 GA3603'POLE AND ABOUT 10 FEET HIGHER IN ELEVATION THAN STATION
 GA3603'MARK.  THE MARK PROJECTS ABOUT
 GA3603'3 INCHES AND THE DISK IS STAMPED CAN
 GA3603'NO 2 1950.
 GA3603'
 GA3603'AZIMUTH MARK IS 100 FEET NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY
 GA3603'25E AND A GRAVEL ROAD, 57
 GA3603'FEET WEST OF CENTER OF HIGHWAY 25E, 18 FEET WEST OF
 GA3603'CENTER OF GRAVEL ROAD AND 3 FEET
 GA3603'SOUTH OF A WHITE WITNESS POST.  THE
 GA3603'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 GA3603'STAMPED CAN 1950.
 GA3603'
 GA3603'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA3603'HIGHWAY 66, IN PINEVILLE, GO
 GA3603'SOUTH ON HIGHWAY 25E FOR 5.95 MILES TO THE AZIMUTH MARK
 GA3603'ON RIGHT NEAR A REVERSE Y GRAVEL
 GA3603'ROAD JUNCTION, CONTINUE AHEAD ON
 GA3603'HIGHWAY FOR 0.2 MILE TO THE STATION ON LEFT AS DESCRIBED.
 GA3603'
 GA3603'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA3603
 GA3603                          STATION RECOVERY (1966)
 GA3603
 GA3603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 GA3603'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GA3603'DUE TO CHANGES IN THE AREA, A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GA3603'
 GA3603'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF MIDDLESBORO AND 5 MILES
 GA3603'SOUTH OF PINEVILLE, ON A HIGH BANK ALONG THE EAST RIGHT-OF-WAY OF
 GA3603'U. S. HIGHWAY 25 E.
 GA3603'
 GA3603'TO REACH FROM THE SOUTHEAST CORNER OF THE BELL COUNTY COURTHOUSE
 GA3603'SQUARE IN PINEVILLE, GO WESTERLY ON STATE ROUTE 66 (PINE STREET) FOR
 GA3603'0.1 MILE TO THE JUNCTION OF U. S. HIGHWAY 25 E (PARK AVE.).  HERE
 GA3603'TURN LEFT ON U. S. HIGHWAY 25 E AND GO SOUTHERLY FOR 5.75 MILES TO
 GA3603'A GRAVELED ROAD SHARP RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 GA3603'CONTINUE SOUTHERLY ON U. S. HIGHWAY 25 E. FOR 0.2 MILE TO A
 GA3603'LARGE SECOND HAND LOT ON THE LEFT NEAR HIGHWAY CUT AND THE MARK
 GA3603'ON THE LEFT AS DESCRIBED.
 GA3603'
 GA3603'THE STATION IS 50 FEET EAST OF THE APPROXIMATE CENTER OF U. S.
 GA3603'HIGHWAY 25 E, 47 FEET SOUTHWEST OF A TELEGRAPH POLE NO. 1595, 38
 GA3603'FEET NORTHWEST OF A TELEPHONE POLE, AND 0.7 OF A FOOT WEST OF A
 GA3603'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GA3603'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 GA3603'INCHES AND THE DISK IS STAMPED CAN 1950.
 GA3603'
 GA3603'REFERENCE MARK NO. 1 IS 55 FEET EAST OF THE APPROXIMATE CENTER OF
 GA3603'U. S. HIGHWAY 25 E AND 27 FEET WEST OF TELEGRAPH POLE NO. 1595.  IT
 GA3603'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GA3603'CONCRETE MONUMENT AND THE DISK IS STAMPED CAN NO 1 1950.
 GA3603'
 GA3603'REFERENCE MARK NO. 2 IS 55 FEET EAST OF THE APPROXIMATE CENTER OF
 GA3603'U. S. HIGHWAY 25 E, 15 FEET NORTHWEST OF A TELEPHONE POLE AND ABOUT
 GA3603'10 FEET ABOVE THE ELEVATION OF THE STATION.  IT IS A STANDARD DISK
 GA3603'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GA3603'PROJECTS 3 INCHES AND THE DISK IS STAMPED CAN NO 2 1950.
 GA3603'
 GA3603'THE AZIMUTH MARK IS ABOUT 100 FEET NORTHWEST OF THE APPROXIMATE
 GA3603'CENTER OF THE INTERSECTION OF THE GRAVELED ROAD, 56 FEET WEST OF THE
 GA3603'APPROXIMATE CENTER OF U. S. HIGHWAY 25 E, 18 FEET WEST OF THE
 GA3603'APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 1 FOOT EAST OF
 GA3603'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GA3603'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GA3603'IS STAMPED CAN 1950.
 GA3603'
 GA3603'THIS WAS NOT AN OCCUPIED STATION.
 GA3603'
 GA3603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES SOUTH
 GA3603'OF PINEVILLE.
 GA3603
 GA3603                          STATION RECOVERY (1970)
 GA3603
 GA3603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (LFS)
 GA3603'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GA3603'CONDITION.  HOWEVER, THE ENTIRE STATION WILL BE DESTROYED BY A NEW
 GA3603'ACCESS ROAD LEADING INTO PRIVATE PROPERTY FROM RE-LOCATED U. S.
 GA3603'HIGHWAY 25E.  ALL ANGLE MEASUREMENTS AND DISTANCE MEASUREMENTS AT
 GA3603'THE STATION WERE CHECKED AND VERIFIED.  A NEW STATION CAN 2 1970 WAS
 GA3603'ESTABLISHED THROUGH ANGLE AND GEODEMETER MEASUREMENTS AND THE
 GA3603'SETTING UP OF A CHECK TRIANGLE CAN 1950-CAN 2 1970 AND CAN POINT A.
 GA3603'THE TRIANGLE CLOSED WITHIN THE ALLOWABLE LIMITS AND GEODIMETER
 GA3603'DISTANCES WERE CHECKED BY COMPUTATION WELL WITHIN THE ALLOWABLES.
 GA3603'AFTER ALL MEASUREMENTS WERE MADE AND HORIZONTAL ANGLES OBSERVED,
 GA3603'THE ORIGINAL STATION AND ALL ITS MARKS WERE DESTROYED AND THE DISK
 GA3603'RECOVERED.
 GA3603'
 GA3603'SEE DESCRIPTION FOR NEW STATION CAN 2 1970.
 GA3603'
 GA3603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES NORTH
 GA3603'OF MIDDLESBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3606 ***********************************************************************
 GA3606  DESIGNATION -  CAN 2
 GA3606  PID         -  GA3606
 GA3606  STATE/COUNTY-  KY/BELL
 GA3606  USGS QUAD   -  MIDDLESBORO NORTH (1974)
 GA3606
 GA3606                         *CURRENT SURVEY CONTROL
 GA3606  ___________________________________________________________________
 GA3606* NAD 83(1993)-  36 40 50.51692(N)    083 41 00.16893(W)     ADJUSTED  
 GA3606* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 GA3606  ___________________________________________________________________
 GA3606  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 GA3606  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GA3606
 GA3606  HORZ ORDER  -  THIRD
 GA3606
 GA3606.The horizontal coordinates were established by classical geodetic methods
 GA3606.and adjusted by the National Geodetic Survey in December 1995..
 GA3606.No horizontal observational check was made to the station.
 GA3606
 GA3606.The orthometric height was scaled from a topographic map.
 GA3606
 GA3606.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3606
 GA3606.The geoid height was determined by GEOID03.
 GA3606
 GA3606;                    North         East     Units Scale Factor Converg.
 GA3606;SPC KY1Z     - 1,040,599.413 1,684,726.790   MT  1.00012064   +1 16 07.8
 GA3606;SPC KY1Z     - 3,414,033.24  5,527,307.81   sFT  1.00012064   +1 16 07.8
 GA3606;SPC KY S     -   540,568.857   684,706.715   MT  1.00000997   +1 15 12.0
 GA3606;SPC KY S     - 1,773,516.33  2,246,408.61   sFT  1.00000997   +1 15 12.0
 GA3606;UTM  17      - 4,062,807.701   260,223.427   MT  1.00030837   -1 36 13.3
 GA3606
 GA3606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3606!SPC KY1Z     -   0.99994267  x   1.00012064  =   1.00006330
 GA3606!SPC KY S     -   0.99994267  x   1.00000997  =   0.99995264
 GA3606!UTM  17      -   0.99994267  x   1.00030837  =   1.00025102
 GA3606
 GA3606|---------------------------------------------------------------------|
 GA3606| PID    Reference Object                     Distance      Geod. Az  |
 GA3606|                                                           dddmmss.s |
 GA3606| GA3607 CAN 2 AZ MK                         209.990 METERS 01119     |
 GA3606| DB8933 CAN 2 RM 3                           10.187 METERS 08701     |
 GA3606| GA3603 CAN                                  99.021 METERS 21003     |
 GA3606| DB8934 CAN 2 RM 4                            9.593 METERS 26722     |
 GA3606| GA3608 CAN POINT A                          83.382 METERS 27507     |
 GA3606|---------------------------------------------------------------------|
 GA3606
 GA3606                          SUPERSEDED SURVEY CONTROL
 GA3606
 GA3606  NAD 83(1993)-  36 40 50.51821(N)    083 41 00.17222(W) AD(       ) 3
 GA3606  NAD 83(1986)-  36 40 50.52380(N)    083 41 00.17229(W) AD(       ) 3
 GA3606  NAD 27      -  36 40 50.21134(N)    083 41 00.48186(W) AD(       ) 3
 GA3606
 GA3606.Superseded values are not recommended for survey control.
 GA3606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3606.See file dsdata.txt to determine how the superseded data were derived.
 GA3606
 GA3606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6022362808(NAD 83)
 GA3606_MARKER: DS = TRIANGULATION STATION DISK
 GA3606_SETTING: 66 = SET IN ROCK OUTCROP
 GA3606_STAMPING: CAN 2 1970
 GA3606_MARK LOGO: CGS   
 GA3606
 GA3606  HISTORY     - Date     Condition        Report By
 GA3606  HISTORY     - 1970     MONUMENTED       CGS
 GA3606  HISTORY     - 1974     MARK NOT FOUND   NGS
 GA3606
 GA3606                          STATION DESCRIPTION
 GA3606
 GA3606'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (LFS)
 GA3606'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF MIDDLESBORO, ABOUT 0.1
 GA3606'OF A MILE NORTHEAST OF RE-LOCATED U. S. HIGHWAY 25E, AND ON THE
 GA3606'PROPERTY OF MR. CECIL MIRACLE OF PINEVILLE, KY. WHO GAVE
 GA3606'PERMISSION.
 GA3606'
 GA3606'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E
 GA3606'(RELOCATED) AND STATE ROUTE 74 IN THE EASTERN SECTION OF
 GA3606'MIDDLESBORO, GO NORTHERLY ON U. S. HIGHWAY 25E FOR 5.05 MILES TO THE
 GA3606'WARD CHAPEL SCHOOL ON THE RIGHT.  HERE CONTINUE NORTHERLY ON U. S.
 GA3606'HIGHWAY 25E FOR 0.4 OF A MILE TO A DRIVEWAY ON THE RIGHT, TURN
 GA3606'RIGHT ON THIS DRIVEWAY AND GO EAST-NORTHEASTERLY FOR 0.1 OF A
 GA3606'MILE ALONG A WOODS ROAD TO A LARGE ROCK ON THE RIGHT, A LARGE
 GA3606'ROCK ON THE LEFT, AND THE STATION IN THE ROCK ON THE LEFT AS
 GA3606'DESCRIBED.
 GA3606'
 GA3606'THE STATION IS 36 FEET WEST-NORTHWEST OF AN 18-INCH WHITE OAK TREE,
 GA3606'29 FEET NORTH OF AN 18-INCH MOCKERNUT HICKORY TREE, 19 FEET WEST OF
 GA3606'THE APPROXIMATE CENTER OF THE WOODS ROAD, 17 FEET SOUTHEAST OF A
 GA3606'16-INCH BLACK WALNUT TREE, 5 FEET NORTH OF THE SOUTH END OF THE
 GA3606'LARGE ROCK, 3 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN, 2
 GA3606'FEET WEST OF THE EAST EDGE OF THE ROCK, AND ABOUT 3 FEET ABOVE THE
 GA3606'SURROUNDING GROUND LEVEL.  IT IS A STANDARD DISK CEMENTED IN A
 GA3606'DRILL HOLE IN A LARGE OUTCROPPING QUARTZITE BEDROCK AND THE DISK
 GA3606'IS STAMPED---CAN 2 1970.  NO UNDERGROUND MARK SET.
 GA3606'
 GA3606'REFERENCE MARK NO. 3 IS 32 FEET EAST AND ACROSS THE WOODS ROAD FROM
 GA3606'THE METAL WITNESS POST AND SIGN, 23 FEET NORTH OF THE 18-INCH WHITE
 GA3606'OAK TREE, AND 10 FEET EAST OF THE APPROXIMATE CENTER OF THE WOODS
 GA3606'ROAD.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE ON THE
 GA3606'SLOPING WEST FACE OF A LARGE OUTCROP OF QUARTZITE ABOUT 6 FEET BY
 GA3606'10 FEET AND PROJECTING 6 FEET, AND THE DISK IS
 GA3606'STAMPED---CAN 2 NO 3 1970.
 GA3606'
 GA3606'REFERENCE MARK NO. 4 IS 48 FEET WEST OF THE APPROXIMATE CENTER OF
 GA3606'THE WOODS ROAD, 33 FEET WEST OF THE METAL WITNESS POST AND SIGN, 28
 GA3606'FEET SOUTHWEST OF THE 16-INCH BLACK WALNUT TREE, 27 FEET NORTHWEST
 GA3606'OF THE 18-INCH MOCKERNUT HICKORY TREE, 3.5 FEET WEST OF THE EAST
 GA3606'EDGE OF A ROCK, 3 FEET NORTH OF THE SOUTH EDGE OF THE ROCK, AND
 GA3606'ABOUT 1.5 FEET ABOVE THE SURROUNDING GROUND LEVEL.  IT IS A STANDARD
 GA3606'DISK CEMENTED IN A DRILL HOLE IN A LARGE OUTCROP OF QUARTZITE
 GA3606'ABOUT 7 FEET BY 10 FEET AND THE DISK IS STAMPED---CAN 2 NO 4 1970.
 GA3606'
 GA3606'DUE TO THE REFERENCE MARKS BEING NEARLY IN A DIRECT LINE ACROSS THE
 GA3606'STATION, NO EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 GA3606'
 GA3606'THE AZIMUTH MARK IS ABOUT 0.13 OF A MILE NORTH-NORTHEAST FROM THE
 GA3606'STATION, ABOUT 100 FEET EAST AND 30 FEET ABOVE THE LEVEL OF THE
 GA3606'WOODS ROAD, 11 FEET WEST OF AN 18-INCH WHITE OAK TREE, AND 4.5 FEET
 GA3606'SOUTHEAST OF A 10-INCH BEECH TREE WITH A METAL WITNESS SIGN
 GA3606'ATTACHED TO THE SOUTH SIDE.  IT IS A STANDARD DISK CEMENTED IN A
 GA3606'DRILL HOLE IN THE TOP OF A MASSIVE QUARTZITE ROCK ABOUT 10 FEET BY 8
 GA3606'FEET ON TOP AND PROJECTING ABOUT 6 FEET ON ITS LOWER SIDE, AND
 GA3606'THE DISK IS STAMPED---CAN 2 1970.
 GA3606'
 GA3606'A GEODIMETER DISTANCE WAS MEASURED BETWEEN THE STATION CAN 2 1970
 GA3606'AND THIS MARK, THE DISTANCE BEING 688.980 FEET-210.002 METERS, AND
 GA3606'AN AZIMUTH DIRECTION WAS BROUGHT INTO THE MARK THROUGH AN OPEN
 GA3606'TRAVERSE.
 GA3606'
 GA3606'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ALONG
 GA3606'THE WOODS ROAD FOR ABOUT 0.15 OF A MILE TO THE MARK ON THE RIGHT AS
 GA3606'DESCRIBED.
 GA3606'
 GA3606'**NOTE--THESE MARKS WERE DESTROYED UPON COMPLETION OF ALL WORK.
 GA3606
 GA3606                          STATION RECOVERY (1974)
 GA3606
 GA3606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GA3606'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE STATION MARK AND
 GA3606'RM 3 WERE NOT FOUND AND ASSUMED DESTROYED BY GRADING.  THE STEM OF RM
 GA3606'4 WAS FOUND WITH THE DISK GONE.  THIS STATION SHOULD BE CONSIDERED
 GA3606'AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3607 ***********************************************************************
 GA3607  DESIGNATION -  CAN 2 AZ MK
 GA3607  PID         -  GA3607
 GA3607  STATE/COUNTY-  KY/BELL
 GA3607  USGS QUAD   -  MIDDLESBORO NORTH (1974)
 GA3607
 GA3607                         *CURRENT SURVEY CONTROL
 GA3607  ___________________________________________________________________
 GA3607* NAD 83(1993)-  36 40 57.19673(N)    083 40 58.50947(W)     ADJUSTED  
 GA3607* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 GA3607  ___________________________________________________________________
 GA3607  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 GA3607  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GA3607
 GA3607  HORZ ORDER  -  THIRD
 GA3607
 GA3607.The horizontal coordinates were established by classical geodetic methods
 GA3607.and adjusted by the National Geodetic Survey in December 1995..
 GA3607.No horizontal observational check was made to the station.
 GA3607
 GA3607.The orthometric height was scaled from a topographic map.
 GA3607
 GA3607.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3607
 GA3607.The geoid height was determined by GEOID03.
 GA3607
 GA3607;                    North         East     Units Scale Factor Converg.
 GA3607;SPC KY1Z     - 1,040,806.208 1,684,763.426   MT  1.00011997   +1 16 08.8
 GA3607;SPC KY1Z     - 3,414,711.70  5,527,428.01   sFT  1.00011997   +1 16 08.8
 GA3607;SPC KY S     -   540,775.620   684,743.402   MT  1.00000960   +1 15 13.0
 GA3607;SPC KY S     - 1,774,194.68  2,246,528.98   sFT  1.00000960   +1 15 13.0
 GA3607;UTM  17      - 4,063,012.439   260,270.389   MT  1.00030809   -1 36 12.6
 GA3607
 GA3607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3607!SPC KY1Z     -   0.99994565  x   1.00011997  =   1.00006561
 GA3607!SPC KY S     -   0.99994565  x   1.00000960  =   0.99995525
 GA3607!UTM  17      -   0.99994565  x   1.00030809  =   1.00025372
 GA3607
 GA3607                          SUPERSEDED SURVEY CONTROL
 GA3607
 GA3607  NAD 83(1993)-  36 40 57.19802(N)    083 40 58.51279(W) AD(       ) 3
 GA3607  NAD 83(1986)-  36 40 57.20360(N)    083 40 58.51286(W) AD(       ) 3
 GA3607  NAD 27      -  36 40 56.89127(N)    083 40 58.82236(W) AD(       ) 3
 GA3607
 GA3607.Superseded values are not recommended for survey control.
 GA3607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3607.See file dsdata.txt to determine how the superseded data were derived.
 GA3607
 GA3607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6027063012(NAD 83)
 GA3607_MARKER: DZ = AZIMUTH MARK DISK
 GA3607_SETTING: 66 = SET IN ROCK OUTCROP
 GA3607_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GA3607_STAMPING: CAN 2 1970
 GA3607_MARK LOGO: CGS   
 GA3607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3607+STABILITY: POSITION/ELEVATION WELL
 GA3607
 GA3607  HISTORY     - Date     Condition        Report By
 GA3607  HISTORY     - 1970     MONUMENTED       CGS
 GA3607
 GA3607                          STATION DESCRIPTION
 GA3607
 GA3607'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (LFS)
 GA3607'THE AZIMUTH MARK IS ABOUT 0.13 OF A MILE NORTH-NORTHEAST FROM THE
 GA3607'STATION, ABOUT 100 FEET EAST AND 30 FEET ABOVE THE LEVEL OF THE
 GA3607'WOODS ROAD, 11 FEET WEST OF AN 18-INCH WHITE OAK TREE, AND 4.5 FEET
 GA3607'SOUTHEAST OF A 10-INCH BEECH TREE WITH A METAL WITNESS SIGN
 GA3607'ATTACHED TO THE SOUTH SIDE.  IT IS A STANDARD DISK CEMENTED IN A
 GA3607'DRILL HOLE IN THE TOP OF A MASSIVE QUARTZITE ROCK ABOUT 10 FEET BY 8
 GA3607'FEET ON TOP AND PROJECTING ABOUT 6 FEET ON ITS LOWER SIDE, AND
 GA3607'THE DISK IS STAMPED---CAN 2 1970.
 GA3607'
 GA3607'A GEODIMETER DISTANCE WAS MEASURED BETWEEN THE STATION CAN 2 1970
 GA3607'AND THIS MARK, THE DISTANCE BEING 688.980 FEET-210.002 METERS, AND
 GA3607'AN AZIMUTH DIRECTION WAS BROUGHT INTO THE MARK THROUGH AN OPEN
 GA3607'TRAVERSE.
 GA3607'
 GA3607'TO REACH STATION CAN 2 FROM THE JUNCTION OF U. S. HIGHWAY 25E
 GA3607'(RELOCATED) AND STATE ROUTE 74 IN THE EASTERN SECTION OF
 GA3607'MIDDLESBORO, GO NORTHERLY ON U. S. HIGHWAY 25E FOR 5.05 MILES TO THE
 GA3607'WARD CHAPEL SCHOOL ON THE RIGHT.  HERE CONTINUE NORTHERLY ON U. S.
 GA3607'HIGHWAY 25E FOR 0.4 OF A MILE TO A DRIVEWAY ON THE RIGHT, TURN
 GA3607'RIGHT ON THIS DRIVEWAY AND GO EAST-NORTHEASTERLY FOR 0.1 OF A
 GA3607'MILE ALONG A WOODS ROAD TO A LARGE ROCK ON THE RIGHT, A LARGE
 GA3607'ROCK ON THE LEFT, AND STATION CAN 2 IS IN THE ROCK ON THE LEFT AS
 GA3607'DESCRIBED.
 GA3607'
 GA3607'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ALONG
 GA3607'THE WOODS ROAD FOR ABOUT 0.15 OF A MILE TO THE MARK ON THE RIGHT AS
 GA3607'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3604 ***********************************************************************
 GA3604  DESIGNATION -  CAN AZ MK
 GA3604  PID         -  GA3604
 GA3604  STATE/COUNTY-  KY/BELL
 GA3604  USGS QUAD   -  MIDDLESBORO NORTH (1974)
 GA3604
 GA3604                         *CURRENT SURVEY CONTROL
 GA3604  ___________________________________________________________________
 GA3604* NAD 83(1993)-  36 40 57.87368(N)    083 41 06.17726(W)     ADJUSTED  
 GA3604* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 GA3604  ___________________________________________________________________
 GA3604  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 GA3604  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA3604
 GA3604  HORZ ORDER  -  SECOND
 GA3604
 GA3604.The horizontal coordinates were established by classical geodetic methods
 GA3604.and adjusted by the National Geodetic Survey in December 1995..
 GA3604
 GA3604.The orthometric height was scaled from a topographic map.
 GA3604
 GA3604.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3604
 GA3604.The geoid height was determined by GEOID03.
 GA3604
 GA3604;                    North         East     Units Scale Factor Converg.
 GA3604;SPC KY1Z     - 1,040,822.858 1,684,572.613   MT  1.00011991   +1 16 04.1
 GA3604;SPC KY1Z     - 3,414,766.33  5,526,801.98   sFT  1.00011991   +1 16 04.1
 GA3604;SPC KY S     -   540,792.319   684,552.615   MT  1.00000957   +1 15 08.3
 GA3604;SPC KY S     - 1,774,249.47  2,245,903.04   sFT  1.00000957   +1 15 08.3
 GA3604;UTM  17      - 4,063,038.636   260,080.614   MT  1.00030921   -1 36 17.2
 GA3604
 GA3604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3604!SPC KY1Z     -   0.99994565  x   1.00011991  =   1.00006555
 GA3604!SPC KY S     -   0.99994565  x   1.00000957  =   0.99995522
 GA3604!UTM  17      -   0.99994565  x   1.00030921  =   1.00025484
 GA3604
 GA3604                          SUPERSEDED SURVEY CONTROL
 GA3604
 GA3604  NAD 83(1993)-  36 40 57.87495(N)    083 41 06.18058(W) AD(       ) 2
 GA3604  NAD 83(1986)-  36 40 57.88048(N)    083 41 06.18063(W) AD(       ) 2
 GA3604  NAD 27      -  36 40 57.56830(N)    083 41 06.48986(W) AD(       ) 2
 GA3604
 GA3604.Superseded values are not recommended for survey control.
 GA3604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3604.See file dsdata.txt to determine how the superseded data were derived.
 GA3604
 GA3604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6008163039(NAD 83)
 GA3604_MARKER: DZ = AZIMUTH MARK DISK
 GA3604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3604_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3604_STAMPING: CAN 1950
 GA3604_MARK LOGO: CGS   
 GA3604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3604+STABILITY: SURFACE MOTION
 GA3604
 GA3604  HISTORY     - Date     Condition        Report By
 GA3604  HISTORY     - 1950     MONUMENTED       CGS
 GA3604  HISTORY     - 1966     GOOD             CGS
 GA3604  HISTORY     - 1970     SEE DESCRIPTION  CGS
 GA3604
 GA3604                          STATION DESCRIPTION
 GA3604
 GA3604'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3604'STATION IS LOCATED ABOUT 5 MILES NORTH OF MIDDLESBOROUGH AND 5 MILES
 GA3604'SOUTH OF PINEVILLE ALONG
 GA3604'THE RIGHT-OF-WAY OF U.S.HIGHWAY 25E.  IT IS 100 FEET
 GA3604'NORTHWEST OF THE JUNCTION OF U.S.
 GA3604'HIGHWAY 25E AND A GRAVEL ROAD, 57
 GA3604'FEET WEST OF CENTER OF HIGHWAY 25E, 18 FEET WEST OF
 GA3604'CENTER OF GRAVEL
 GA3604'ROAD AND 3 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 GA3604'ABOUT 3 INCHES AND
 GA3604'THE DISK IS STAMPED CAN 1950.
 GA3604'
 GA3604'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA3604'HIGHWAY 66, IN PINEVILLE, GO
 GA3604'SOUTH ON HIGHWAY 25E FOR 5.95 MILES TO THE STATION
 GA3604'RIGHT NEAR A REVERSE Y GRAVEL
 GA3604'ROAD JUNCTION AS DESCRIBED.
 GA3604'
 GA3604'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA3604
 GA3604                          STATION RECOVERY (1966)
 GA3604
 GA3604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 GA3604'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 GA3604'DUE TO CHANGES IN THE AREA, A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GA3604'
 GA3604'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF MIDDLESBORO AND 5 MILES
 GA3604'SOUTH OF PINEVILLE, ALONG THE WEST RIGHT-OF-WAY OF U. S. HIGHWAY 25
 GA3604'E.
 GA3604'
 GA3604'TO REACH FROM THE SOUTHEAST CORNER OF THE BELL COUNTY COURTHOUSE
 GA3604'SQUARE IN PINEVILLE, GO WESTERLY ON STATE ROUTE 66 (PINE STREET) FOR
 GA3604'0.1 MILE TO THE JUNCTION OF U. S. HIGHWAY 25 E (PARK AVE.).  HERE
 GA3604'TURN LEFT ON U. S. HIGHWAY 25 E AND GO SOUTHERLY FOR 5.75 MILES TO
 GA3604'A GRAVELED ROAD SHARP RIGHT AND THE MARK AS DESCRIBED.
 GA3604'
 GA3604'THE STATION IS ABOUT 100 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GA3604'THE INTERSECTION OF THE GRAVELED ROAD, 56 FEET WEST OF THE
 GA3604'APPROXIMATE CENTER OF U. S. HIGHWAY 25 E, 18 FEET WEST OF THE
 GA3604'APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 1 FOOT EAST OF A METAL
 GA3604'WITNESS POST AND SIGN.  IT IS A STANDARD AZIMUTH MARK DISK SET
 GA3604'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GA3604'DISK IS STAMPED CAN 1950.
 GA3604'
 GA3604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES SOUTH
 GA3604'OF PINEVILLE.
 GA3604
 GA3604                          STATION RECOVERY (1970)
 GA3604
 GA3604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (LFS)
 GA3604'THIS STATION WILL BE DESTROYED BY THE RE-LOCATION OF U. S. HIGHWAY
 GA3604'25E.  A NEW STATION CAN 2 1970 WAS ESTABLISHED AND AN AZIMUTH MARK
 GA3604'ESTABLISHED FOR IT THROUGH AN OPEN TRAVERSE.  THIS STATION WAS
 GA3604'COMPLETELY DESTROYED AND THE DISK REMOVED.
 GA3604'
 GA3604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES NORTH
 GA3604'OF MIDDLESBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2716 ***********************************************************************
 GZ2716  DESIGNATION -  CANE VALLEY
 GZ2716  PID         -  GZ2716
 GZ2716  STATE/COUNTY-  KY/ADAIR
 GZ2716  USGS QUAD   -  CANE VALLEY (1979)
 GZ2716
 GZ2716                         *CURRENT SURVEY CONTROL
 GZ2716  ___________________________________________________________________
 GZ2716* NAD 83(1993)-  37 09 44.99377(N)    085 18 53.71798(W)     ADJUSTED  
 GZ2716* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 GZ2716  ___________________________________________________________________
 GZ2716  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GZ2716  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GZ2716
 GZ2716  HORZ ORDER  -  SECOND
 GZ2716
 GZ2716.The horizontal coordinates were established by classical geodetic methods
 GZ2716.and adjusted by the National Geodetic Survey in December 1995..
 GZ2716
 GZ2716.The orthometric height was scaled from a topographic map.
 GZ2716
 GZ2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2716
 GZ2716.The geoid height was determined by GEOID03.
 GZ2716
 GZ2716;                    North         East     Units Scale Factor Converg.
 GZ2716;SPC KY1Z     - 1,092,114.668 1,538,643.646   MT  0.99998200   +0 16 01.6
 GZ2716;SPC KY1Z     - 3,583,046.21  5,048,033.36   sFT  0.99998200   +0 16 01.6
 GZ2716;SPC KY S     -   592,104.393   538,642.408   MT  0.99994987   +0 15 49.9
 GZ2716;SPC KY S     - 1,942,595.83  1,767,195.97   sFT  0.99994987   +0 15 49.9
 GZ2716;UTM  16      - 4,114,228.356   649,617.864   MT  0.99987576   +1 01 05.2
 GZ2716
 GZ2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2716!SPC KY1Z     -   0.99995948  x   0.99998200  =   0.99994148
 GZ2716!SPC KY S     -   0.99995948  x   0.99994987  =   0.99990935
 GZ2716!UTM  16      -   0.99995948  x   0.99987576  =   0.99983524
 GZ2716
 GZ2716:                Primary Azimuth Mark                     Grid Az
 GZ2716:SPC KY1Z     -  CANE VALLEY AZ MK                        039 28 26.5
 GZ2716:SPC KY S     -  CANE VALLEY AZ MK                        039 28 38.2
 GZ2716:UTM  16      -  CANE VALLEY AZ MK                        038 43 22.9
 GZ2716
 GZ2716|---------------------------------------------------------------------|
 GZ2716| PID    Reference Object                     Distance      Geod. Az  |
 GZ2716|                                                           dddmmss.s |
 GZ2716| CG7362 CANE VALLEY AZ MK                                  0394428.1 |
 GZ2716| GZ2719 COLUMBIA RADIO STA WAIN MAST        APPROX. 6.9 KM 1515303.0 |
 GZ2716| GZ2718 COLUMBIA MUNICIPAL WATER TANK       APPROX. 6.9 KM 1673002.7 |
 GZ2716| GZ2717 COLUMBIA ADAIR CO CTHSE TOWER       APPROX. 6.7 KM 1731258.0 |
 GZ2716| CG7364 CANE VALLEY RM 2                     25.816 METERS 23249     |
 GZ2716| GZ1766 MOODY                               APPROX.12.2 KM 2954417.5 |
 GZ2716| CG7363 CANE VALLEY RM 1                     24.217 METERS 34933     |
 GZ2716|---------------------------------------------------------------------|
 GZ2716
 GZ2716                          SUPERSEDED SURVEY CONTROL
 GZ2716
 GZ2716  NAD 83(1986)-  37 09 45.00280(N)    085 18 53.72626(W) AD(       ) 2
 GZ2716  NAD 27      -  37 09 44.77600(N)    085 18 53.87100(W) AD(       ) 2
 GZ2716
 GZ2716.Superseded values are not recommended for survey control.
 GZ2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2716.See file dsdata.txt to determine how the superseded data were derived.
 GZ2716
 GZ2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4961814228(NAD 83)
 GZ2716_MARKER: DS = TRIANGULATION STATION DISK
 GZ2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2716
 GZ2716  HISTORY     - Date     Condition        Report By
 GZ2716  HISTORY     - 1951     MONUMENTED       CGS
 GZ2716
 GZ2716                          STATION DESCRIPTION
 GZ2716
 GZ2716'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2716'STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF COLUMBIA, 1/2 MILE
 GZ2716'SOUTH OF THE SMALL VILLAGE OF CANE VALLEY AND 0.2 MILE WEST OF
 GZ2716'STATE HIGHWAY NO. 55 ON THE NORTH SIDE OF AN EAST-WEST ROCK ROAD AND
 GZ2716'ON LAND OWNED BY MR. J.S.SQUIRES. IT IS 37 FEET WEST OF A
 GZ2716'TRIANGULAR BLAZED 24 INCH OAK TREE, 27 FEET NORTH OF THE CENTER OF
 GZ2716'ROCK ROAD, 10 FEET NORTH OF EAST-WEST FENCE LINE AND 9 FT N OF
 GZ2716'WHITE WITNESS POST. THE MARK IS SET 12 INCHES BELOW THE GROUND
 GZ2716'SURFACE AND THE DISK STAMPED CANE VALLEY 1951.
 GZ2716'
 GZ2716'REFERENCE MARK NO 1 IS SET ON THE NORTH SLOPE OF THE RIDGE ABOUT 1
 GZ2716'FOOT LOWER IN ELEVATION THAN STATION MARK. THE MARK IS SET FLUSH
 GZ2716'WITH THE GROUND SURFACE AND THE DISK STAMPED CANE VALLEY NO 1 1951.
 GZ2716'
 GZ2716'REFERENCE MARK NO 2 IS 25 FEET NORTH OF THE CENTER OF ROCK ROAD AND 2
 GZ2716'FEET NORTH OF EAST-WEST FENCE LINE. THE MARK IS SET FLUSH WITH THE
 GZ2716'GROUND SURFACE AND THE DISK STAMPED CANE VALLEY NO 2 1951.
 GZ2716'
 GZ2716'THE AZIMUTH MARK IS 2 FEET NORTH OF WHITE WITNESS POST, 1 FOOT WEST
 GZ2716'OF NORTH-SOUTH FENCE LINE AND 1 FOOT SOUTH OF GATE POST SET IN OPEN
 GZ2716'FIELD. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED CANE
 GZ2716'VALLEY 1951.
 GZ2716'
 GZ2716'TO REACH THE STATION FROM THE NORTHEAST SIDE OF THE COURTHOUSE SQUARE
 GZ2716'IN COLUMBIA, GO NORTH ON STATE HIGHWAY NO. 55 FOR 4.85 MILES TO ROCK
 GZ2716'SIDE ROAD LEFT, (THIS IS 0.15 MILE AFTER PASSING A CHURCH ON THE
 GZ2716'LEFT), * TURN LEFT AND GO WEST ON ROCK ROAD FOR 0.2 MILE TO TOP OF
 GZ2716'HILL AND STATION ON THE NORTH SIDE AS DESCRIBED.
 GZ2716'
 GZ2716'* TO REACH THE AZIMUTH MARK FROM THIS POINT, GO THROUGH WIRE GATE ON
 GZ2716'THE RIGHT AND BEAR LEFT NORTHWEST ACROSS BARN YARD TO ANOTHER GATE
 GZ2716'AND MARK AS DESCRIBED.
 GZ2716'
 GZ2716'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3248 ***********************************************************************
 GY3248  DESIGNATION -  CANEY
 GY3248  PID         -  GY3248
 GY3248  STATE/COUNTY-  KY/MAGOFFIN
 GY3248  USGS QUAD   -  SEITZ (1976)
 GY3248
 GY3248                         *CURRENT SURVEY CONTROL
 GY3248  ___________________________________________________________________
 GY3248* NAD 83(1993)-  37 38 11.06484(N)    083 09 33.29363(W)     ADJUSTED  
 GY3248* NAVD 88     -       417.     (meters)    1368.     (feet)  SCALED    
 GY3248  ___________________________________________________________________
 GY3248  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 GY3248  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GY3248
 GY3248  HORZ ORDER  -  SECOND
 GY3248
 GY3248.The horizontal coordinates were established by classical geodetic methods
 GY3248.and adjusted by the National Geodetic Survey in December 1995..
 GY3248
 GY3248.The orthometric height was scaled from a topographic map.
 GY3248
 GY3248.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3248
 GY3248.The geoid height was determined by GEOID03.
 GY3248
 GY3248;                    North         East     Units Scale Factor Converg.
 GY3248;SPC KY1Z     - 1,147,792.018 1,728,621.881   MT  0.99991367   +1 35 26.2
 GY3248;SPC KY1Z     - 3,765,714.31  5,671,320.29   sFT  0.99991367   +1 35 26.2
 GY3248;SPC KY S     -   647,744.586   728,633.021   MT  0.99995928   +1 34 16.3
 GY3248;SPC KY S     - 2,125,142.03  2,390,523.50   sFT  0.99995928   +1 34 16.3
 GY3248;UTM  17      - 4,167,667.656   309,480.041   MT  1.00004711   -1 19 08.2
 GY3248
 GY3248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3248!SPC KY1Z     -   0.99993963  x   0.99991367  =   0.99985330
 GY3248!SPC KY S     -   0.99993963  x   0.99995928  =   0.99989891
 GY3248!UTM  17      -   0.99993963  x   1.00004711  =   0.99998674
 GY3248
 GY3248|---------------------------------------------------------------------|
 GY3248| PID    Reference Object                     Distance      Geod. Az  |
 GY3248|                                                           dddmmss.s |
 GY3248| DB8939 CANEY RM 1                           29.013 METERS 00155     |
 GY3248| DB8940 CANEY RM 2                           44.925 METERS 23420     |
 GY3248| DB8938 CANEY AZ MK                                        2624857.5 |
 GY3248|---------------------------------------------------------------------|
 GY3248
 GY3248                          SUPERSEDED SURVEY CONTROL
 GY3248
 GY3248  NAD 83(1986)-  37 38 11.07181(N)    083 09 33.29901(W) AD(       ) 2
 GY3248  NAD 27      -  37 38 10.74500(N)    083 09 33.66900(W) AD(       ) 2
 GY3248
 GY3248.Superseded values are not recommended for survey control.
 GY3248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3248.See file dsdata.txt to determine how the superseded data were derived.
 GY3248
 GY3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB0948067668(NAD 83)
 GY3248_MARKER: DS = TRIANGULATION STATION DISK
 GY3248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3248_SP_SET: PREFABRICATED CONCRETE POST
 GY3248
 GY3248  HISTORY     - Date     Condition        Report By
 GY3248  HISTORY     - 1949     MONUMENTED       CGS
 GY3248
 GY3248                          STATION DESCRIPTION
 GY3248
 GY3248'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3248'STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF JACKSON AND 9 MILES
 GY3248'SOUTHWEST OF SALYERSVILLE ON THE HIGHEST POINT OF LONG RIDGE.  IT
 GY3248'IS 20 FEET NORTH OF AN OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH
 GY3248'SIDE AND 6 FEET NORTH OF A WHITE WITNESS POST.  THE DISK IS
 GY3248'WELDED TO THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS ABOUT 4 INCHES
 GY3248'AND IS STAMPED CANEY 1949.
 GY3248'
 GY3248'REFERENCE MARK NO. 1 IS 115 FEET NORTH OF OAK TREE WITH TRIANGLE
 GY3248'BLAZE.  THE DISK IS WELDED TO THE TOP OF A 4-INCH IRON PIPE WHICH
 GY3248'PROJECTS ABOUT 4 INCHES AND IS STAMPED CANEY NO 1 1949.
 GY3248'
 GY3248'REFERENCE MARK NO. 2 IS 5 FEET WEST OF CENTER OF TRAIL LEADING TO
 GY3248'STATION.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GY3248'STAMPED CANEY NO 2 1949.
 GY3248'
 GY3248'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WEST OF STATION, 44 FEET
 GY3248'(SLOPE DISTANCE) NORTHWEST OF CENTER OF STATE HIGHWAY 30 AND 29
 GY3248'FEET NORTH OF A WHITE WITNESS POST.  THE DISK IS SET FLUSH IN THE TOP
 GY3248'OF A LARGE BOULDER WHICH IS 20 FEET ABOVE ROAD LEVEL, AND IS
 GY3248'STAMPED CANEY 1949.
 GY3248'
 GY3248'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND STATE
 GY3248'HIGHWAY 30, WHICH IS ABOUT 1 MILE WEST OF SALYERSVILLE, GO SOUTH ON
 GY3248'HIGHWAY 30 FOR 10.8 MILES TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED,
 GY3248'CONTINUE AHEAD ON HIGHWAY FOR 0.2 MILE TO THE MAGOFFIN-BREATHITT
 GY3248'COUNTY LINE, CONTINUE AHEAD FOR ABOUT 50 YARDS TO AN OLD LOGGING
 GY3248'TRAIL ON LEFT.  FROM HERE PACK UP LOGGING TRAIL TO THE NORTHEAST
 GY3248'FOR ABOUT 200 YARDS TO DIM TRAIL LEADING OFF TO THE LEFT, TURN LEFT
 GY3248'AND FOLLOW DIM TRAIL TO THE TOP OF RIDGE AND STATION AT THE
 GY3248'HIGHEST POINT.  THIS IS ABOUT 1/4 MILE - 1/4 HOUR PACK.
 GY3248'
 GY3248'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1513 ***********************************************************************
 HB1513  CBN         -  This is a Cooperative Base Network Control Station.
 HB1513  DESIGNATION -  CANEY
 HB1513  PID         -  HB1513
 HB1513  STATE/COUNTY-  KY/LIVINGSTON
 HB1513  USGS QUAD   -  SMITHLAND (1996)
 HB1513
 HB1513                         *CURRENT SURVEY CONTROL
 HB1513  ___________________________________________________________________
 HB1513* NAD 83(1993)-  37 11 03.68682(N)    088 24 44.72294(W)     ADJUSTED  
 HB1513* NAVD 88     -       104.6    (meters)     343.     (feet)  GPS OBS   
 HB1513  ___________________________________________________________________
 HB1513  X           -     140,954.612 (meters)                     COMP
 HB1513  Y           -  -5,085,761.263 (meters)                     COMP
 HB1513  Z           -   3,833,759.134 (meters)                     COMP
 HB1513  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 HB1513  ELLIP HEIGHT-          75.83  (meters)          (11/03/04) GPS OBS
 HB1513  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 HB1513
 HB1513  HORZ ORDER  -  B
 HB1513  ELLP ORDER  -  THIRD     CLASS I
 HB1513
 HB1513.The horizontal coordinates were established by GPS observations
 HB1513.and adjusted by the National Geodetic Survey in September 1994..
 HB1513
 HB1513.The orthometric height was determined by GPS observations and a
 HB1513.high-resolution geoid model.
 HB1513
 HB1513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1513
 HB1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1513
 HB1513.The ellipsoidal height was determined by GPS observations
 HB1513.and is referenced to NAD 83.
 HB1513
 HB1513.The geoid height was determined by GEOID03.
 HB1513
 HB1513;                    North         East     Units Scale Factor Converg.
 HB1513;SPC KY1Z     - 1,097,822.568 1,263,624.081   MT  0.99997736   -1 38 04.6
 HB1513;SPC KY1Z     - 3,601,772.88  4,145,740.01   sFT  0.99997736   -1 38 04.6
 HB1513;SPC KY S     -   597,772.049   263,630.052   MT  0.99994880   -1 36 52.8
 HB1513;SPC KY S     - 1,961,190.46    864,926.26   sFT  0.99994880   -1 36 52.8
 HB1513;SPC IL E     -    57,452.874   292,977.301   MT  0.99997561   -0 02 52.1
 HB1513;SPC IL E     -   188,493.30    961,209.70   sFT  0.99997561   -0 02 52.1
 HB1513;UTM  16      - 4,116,258.114   374,628.758   MT  0.99979362   -0 51 13.5
 HB1513
 HB1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1513!SPC KY1Z     -   0.99998810  x   0.99997736  =   0.99996546
 HB1513!SPC KY S     -   0.99998810  x   0.99994880  =   0.99993690
 HB1513!SPC IL E     -   0.99998810  x   0.99997561  =   0.99996371
 HB1513!UTM  16      -   0.99998810  x   0.99979362  =   0.99978172
 HB1513
 HB1513|---------------------------------------------------------------------|
 HB1513| PID    Reference Object                     Distance      Geod. Az  |
 HB1513|                                                           dddmmss.s |
 HB1513| HB1515 PTS 45 M USGS 1957                   46.831 METERS 11807     |
 HB1513| CI4053 CANEY AZ MK                                        1520719.6 |
 HB1513| HB1516 SMITHLAND MUNICIPAL TANK            APPROX. 5.5 KM 1674534.6 |
 HB1513| CI4054 CANEY RM 1                           27.585 METERS 19213     |
 HB1513| HB1536 MASSAC LOOKOUT TOWER                APPROX. 8.1 KM 2681135.1 |
 HB1513| CI4055 CANEY RM 2                           23.127 METERS 31741     |
 HB1513|---------------------------------------------------------------------|
 HB1513
 HB1513                          SUPERSEDED SURVEY CONTROL
 HB1513
 HB1513  ELLIP H (09/07/94)   75.84   (m)                       GP(       ) 4 1
 HB1513  NAD 83(1986)-  37 11 03.69975(N)    088 24 44.72341(W) AD(       ) 2
 HB1513  NAD 27      -  37 11 03.49930(N)    088 24 44.58996(W) AD(       ) 2
 HB1513
 HB1513.Superseded values are not recommended for survey control.
 HB1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1513.See file dsdata.txt to determine how the superseded data were derived.
 HB1513
 HB1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG7462916258(NAD 83)
 HB1513_MARKER: DS = TRIANGULATION STATION DISK
 HB1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1513_SP_SET: CONCRETE POST
 HB1513_STAMPING: CANEY 1957
 HB1513_MARK LOGO: CGS   
 HB1513_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1513+STABILITY: SURFACE MOTION
 HB1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1513+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 HB1513
 HB1513  HISTORY     - Date     Condition        Report By
 HB1513  HISTORY     - 1957     MONUMENTED       CGS
 HB1513  HISTORY     - 1957     GOOD             CGS
 HB1513  HISTORY     - 1982     GOOD             USE
 HB1513  HISTORY     - 19931212 GOOD             NGS
 HB1513  HISTORY     - 19940224 GOOD
 HB1513  HISTORY     - 19970625 GOOD             NGS
 HB1513  HISTORY     - 20010821 GOOD             KYDT
 HB1513  HISTORY     - 20010821 GOOD             KYDT
 HB1513  HISTORY     - 20030107 GOOD             WOOLPT
 HB1513
 HB1513                          STATION DESCRIPTION
 HB1513
 HB1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1513'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF SMITHLAND, ABOUT 5
 HB1513'MILES SOUTH-SOUTHWEST OF BURNA AND ABOUT 1 MILE EAST OF THE OHIO
 HB1513'RIVER.  IT IS IN A SMALL TRIANGULAR PARK FORMED BY THE INTERSECTION
 HB1513'OF U.S. HIGHWAY 60 AND STATE HIGHWAY 137 WHICH IS OWNED BY THE
 HB1513'STATE.  IT IS 300 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION,
 HB1513'87 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 60, 76 FEET
 HB1513'NORTHWEST OF THE LUCY JEFFERSON LEWIS MONUMENT, 75 FEET SOUTHEAST OF
 HB1513'A WHITE WITNESS POST AND 45 FEET NORTHEAST OF THE CENTERLINE OF
 HB1513'STATE HIGHWAY 137.  THE MONUMENT IS FLUSH AND THE MARK IS
 HB1513'STAMPED CANEY 1957.
 HB1513'
 HB1513'REFERENCE MARK 1 IS 30 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY
 HB1513'137, 2 FEET NORTHWEST OF A POWER LINE POLE AND 1 FOOT NORTHEAST OF A
 HB1513'FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE MARK IS STAMPED CANEY NO
 HB1513'1 1957.
 HB1513'
 HB1513'REFERENCE MARK 2 IS 44 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY
 HB1513'137, 4 FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT SOUTHEAST
 HB1513'OF A FENCE.  THE MONUMENT IS FLUSH AND THE MARK IS STAMPED CANEY NO 2
 HB1513'1957.
 HB1513'
 HB1513'THE AZIMUTH MARK IS 29 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 HB1513'HIGHWAY 60, 15 FEET SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, 2
 HB1513'FEET SOUTH OF A FENCE ANCHOR POST, 2 FEET NORTHWEST OF A WHITE
 HB1513'WITNESS POST AND 1 FOOT SOUTHWEST OF A FENCE. THE MONUMENT PROJECTS 2
 HB1513'INCHES AND THE MARK IS STAMPED CANEY 1957.
 HB1513'
 HB1513'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON U.S.
 HB1513'HIGHWAY 60 FOR 0.5 MILE TO THE MARK ON THE LEFT, NORTHEAST
 HB1513'SIDE OF THE HIGHWAY.
 HB1513'
 HB1513'PT 45 (USGS) IS 29 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 HB1513'60 AND 4 FEET SOUTHWEST OF A FENCE CORNER.  THE MONUMENT IS A
 HB1513'PRECASTE CONCRETE POST PROJECTING 12 INCHES WITH A U.S. GEOLOGICAL
 HB1513'DISK IN THE CENTER WHICH IS STAMPED P.T. STA. NO. 45M. 1926.
 HB1513'
 HB1513'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HB1513
 HB1513                          STATION RECOVERY (1957)
 HB1513
 HB1513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 HB1513'RECOVERED IN GOOD CONDITION.
 HB1513
 HB1513                          STATION RECOVERY (1982)
 HB1513
 HB1513'RECOVERY NOTE BY US ENGINEERS 1982 (FWF)
 HB1513'THE STATION, RM 1, RM 2 AND THE AZ MK WAS RECOVERED AS DESCRIBED
 HB1513'IN GOOD CONDITION.  PT 45 (USGS) WAS NOT RECOVERED AND BELIEVE TO
 HB1513'HAVE BEEN DESTROYED.
 HB1513
 HB1513                          STATION RECOVERY (1993)
 HB1513
 HB1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HB1513'THE STATION IS LOCATED ABOUT 15.0 MILES (24.1 KM) NORTHEAST OF
 HB1513'PADUCAH, 5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF BURNA AND ABOUT 1 MI
 HB1513'(1.6 KM) EAST OF THE OHIO RIVER IN A SMALL TRIANGLAR PARK FORMED BY
 HB1513'THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 137.
 HB1513'OWNERSHIP--HIGHWAY RIGHT OF WAY.
 HB1513'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 70 AND U.S.
 HB1513'HIGHWAY 60 , JUST NORTH OF SMITHLAND, GO NORTH ON U.S. 60 FOR 3.0 MI
 HB1513'(4.8 KM) TO THE JUNCTION OF STATE HIGHWAY 137 AND THE STATION IN THE
 HB1513'TRIANGLAR GRASS PARK FORMED BY THE HIGHWAY JUNCTIONS.
 HB1513'LOCATED 26.5 M (86.9 FT) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 HB1513'60, 23.1 M (75.8 FT) NORTHWEST OF THE LUCY JEFFERSON LEWIS MONUMENT,
 HB1513'13.7 M (44.9 FT) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 137,
 HB1513'13.0 M (42.7 FT) NORTHWEST FROM THE MONTGOMERY HEADSTONE AND 0.35 M
 HB1513'(1.15 FT) SOUTH FROM A WITNESS POST.
 HB1513
 HB1513                          STATION RECOVERY (1994)
 HB1513
 HB1513'RECOVERED 1994
 HB1513'RECOVERED IN GOOD CONDITION.
 HB1513
 HB1513                          STATION RECOVERY (1997)
 HB1513
 HB1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HB1513'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION MARK
 HB1513'IS 26.5 M (86.9 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 60, 13.3 M
 HB1513'(43.6 FT) WEST-NORTHWEST OF JOHN MONTGOMERYS HEADSTONE, 8.6 M (28.2
 HB1513'FT) SOUTH OF C.L. DUNNING DRIVE AND THE WHITE WITNESS POST IS GONE.
 HB1513
 HB1513                          STATION RECOVERY (2001)
 HB1513
 HB1513'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001
 HB1513'RECOVERED IN GOOD CONDITION.
 HB1513
 HB1513                          STATION RECOVERY (2001)
 HB1513
 HB1513'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (JG)
 HB1513'RECOVERED IN GOOD CONDITION.
 HB1513
 HB1513                          STATION RECOVERY (2003)
 HB1513
 HB1513'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HB1513'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2818 ***********************************************************************
 GA2818  DESIGNATION -  CAPITO
 GA2818  PID         -  GA2818
 GA2818  STATE/COUNTY-  KY/BELL
 GA2818  USGS QUAD   -  FORK RIDGE (1959)
 GA2818
 GA2818                         *CURRENT SURVEY CONTROL
 GA2818  ___________________________________________________________________
 GA2818* NAD 83(1993)-  36 37 05.49490(N)    083 51 00.20590(W)     ADJUSTED  
 GA2818* NAVD 88     -       908.057  (meters)    2979.18   (feet)  ADJUSTED  
 GA2818  ___________________________________________________________________
 GA2818  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 GA2818  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GA2818  DYNAMIC HT  -         907.235 (meters)    2976.49  (feet)  COMP
 GA2818  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 GA2818
 GA2818  HORZ ORDER  -  THIRD
 GA2818  VERT ORDER  -  SECOND    CLASS 0
 GA2818
 GA2818.The horizontal coordinates were established by classical geodetic methods
 GA2818.and adjusted by the National Geodetic Survey in December 1995..
 GA2818
 GA2818.The orthometric height was determined by differential leveling
 GA2818.and adjusted by the National Geodetic Survey in June 1991..
 GA2818
 GA2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2818
 GA2818.The geoid height was determined by GEOID03.
 GA2818
 GA2818.The dynamic height is computed by dividing the NAVD 88
 GA2818.geopotential number by the normal gravity value computed on the
 GA2818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2818.degrees latitude (g = 980.6199 gals.).
 GA2818
 GA2818.The modeled gravity was interpolated from observed gravity values.
 GA2818
 GA2818;                    North         East     Units Scale Factor Converg.
 GA2818;SPC KY1Z     - 1,033,346.935 1,669,971.588   MT  1.00014372   +1 09 59.4
 GA2818;SPC KY1Z     - 3,390,239.07  5,478,898.45   sFT  1.00014372   +1 09 59.4
 GA2818;SPC KY S     -   533,321.048   669,951.339   MT  1.00002289   +1 09 08.1
 GA2818;SPC KY S     - 1,749,737.47  2,197,998.68   sFT  1.00002289   +1 09 08.1
 GA2818;SPC TN       -   255,624.676   792,315.191   MT  1.00004195   +1 15 31.2
 GA2818;SPC TN       -   838,661.96  2,599,454.09   sFT  1.00004195   +1 15 31.2
 GA2818;UTM  17      - 4,056,301.666   245,120.252   MT  1.00040044   -1 42 03.3
 GA2818
 GA2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2818!SPC KY1Z     -   0.99986225  x   1.00014372  =   1.00000595
 GA2818!SPC KY S     -   0.99986225  x   1.00002289  =   0.99988513
 GA2818!SPC TN       -   0.99986225  x   1.00004195  =   0.99990419
 GA2818!UTM  17      -   0.99986225  x   1.00040044  =   1.00026263
 GA2818
 GA2818:                Primary Azimuth Mark                     Grid Az
 GA2818:SPC KY1Z     -  LOGMONT                                  010 19 15.0
 GA2818:SPC KY S     -  LOGMONT                                  010 20 06.3
 GA2818:SPC TN       -  LOGMONT                                  010 13 43.2
 GA2818:UTM  17      -  LOGMONT                                  013 11 17.7
 GA2818
 GA2818|---------------------------------------------------------------------|
 GA2818| PID    Reference Object                     Distance      Geod. Az  |
 GA2818|                                                           dddmmss.s |
 GA2818| GA3609 LOGMONT                             APPROX. 3.1 KM 0112914.4 |
 GA2818| DB8944 CAPITO AZ MK                                       1170654.8 |
 GA2818| GA2817 CAPITO RM 1                          24.963 METERS 12651     |
 GA2818| GA2819 CAPITO RM 2                          20.397 METERS 21752     |
 GA2818|---------------------------------------------------------------------|
 GA2818
 GA2818                          SUPERSEDED SURVEY CONTROL
 GA2818
 GA2818  NAD 83(1993)-  36 37 05.49815(N)    083 51 00.21072(W) AD(       ) 3
 GA2818  NAD 83(1986)-  36 37 05.50314(N)    083 51 00.20889(W) AD(       ) 3
 GA2818  NAD 27      -  36 37 05.20600(N)    083 51 00.49100(W) AD(       ) 3
 GA2818  NGVD 29 (??/??/92)  908.186  (m)         2979.61   (f) ADJ UNCH    2 0
 GA2818
 GA2818.Superseded values are not recommended for survey control.
 GA2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2818.See file dsdata.txt to determine how the superseded data were derived.
 GA2818
 GA2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4512056302(NAD 83)
 GA2818_MARKER: DS = TRIANGULATION STATION DISK
 GA2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2818_STAMPING: CAPITO 1950 2979.607
 GA2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2818+STABILITY: SURFACE MOTION
 GA2818
 GA2818  HISTORY     - Date     Condition        Report By
 GA2818  HISTORY     - 1950     MONUMENTED       CGS
 GA2818  HISTORY     - 1951     GOOD             NGS
 GA2818  HISTORY     - 1957     GOOD             NGS
 GA2818  HISTORY     - 1976     GOOD             NGS
 GA2818  HISTORY     - 1977     GOOD             LOCENG
 GA2818
 GA2818                          STATION DESCRIPTION
 GA2818
 GA2818'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA2818'STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF MIDDLESBOROUGH.  IT IS
 GA2818'34 FEET EAST OF A RAIL
 GA2818'FENCE CORNER, 23 FEET NORTHWEST OF A 12 INCH HICKORY
 GA2818'TREE, 18 FEET NORTH OF DIM WOODS
 GA2818'ROAD AND 3 FEET SOUTHEAST OF A WHITE
 GA2818'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 GA2818'STAMPED CAPITO 1950.
 GA2818'
 GA2818'REFERENCE MARK NO. 1 IS 19 FEET SOUTHWEST OF A 16 INCH HICKORY TREE
 GA2818'AND 12 FEET SOUTH OF A DIM
 GA2818'WOODS ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GA2818'CAPITO NO 1 1950.
 GA2818'
 GA2818'REFERENCE MARK NO. 2 IS 49 FEET SOUTH OF A DIM WOODS ROAD AND 4 FEET
 GA2818'SOUTHWEST OF A 6 INCH OAK
 GA2818'TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GA2818'CAPITO NO 2 1950.
 GA2818'
 GA2818'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GA2818'
 GA2818'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 25E
 GA2818'(BUSINESS ROUTE) AND
 GA2818'STATE HIGHWAY NO.  74 IN MIDDLESBOROUGH, GO WEST ON STATE
 GA2818'HIGHWAY NO.  74 FOR 7.25
 GA2818'MILES TO THE CAPITO POST OFFICE ON THE LEFT,
 GA2818'CONTINUE ON HIGHWAY FOR 3.8 MILES TO THE
 GA2818'TOP OF HILL AND A WOODS ROAD
 GA2818'LEFT, TURN LEFT ON WOODS ROAD AND GO 0.7 MILE TO A HOUSE ON
 GA2818'THE RIGHT,
 GA2818'CONTINUE ON WOODS ROAD FOR 0.2 MILE TO THE TOP OF HILL, HERE
 GA2818'TURN LEFT AND GO 0.05
 GA2818'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GA2818'
 GA2818'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA2818
 GA2818                          STATION RECOVERY (1951)
 GA2818
 GA2818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GA2818'4.4 MI W FROM CAPITO.
 GA2818'3.55 MILES NORTHWEST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 GA2818'AT CAPITO TO THE TOP OF HIGHWAY GRADE OVER LOG MOUNTAIN, THENCE
 GA2818'ABOUT 0.9 MILE SOUTH ALONG RIDGE TOP ROAD, ABOUT 0.15 MILE SOUTH
 GA2818'OF KELLY FARM HOUSE, 15 FEET NORTH OF THE CENTER LINE OF TRAIL
 GA2818'FOLLOWING RIDGE, ABOUT 20 FEET NORTHWEST OF HIGHEST POINT OF
 GA2818'RIDGE, 82 FEET NORTHWEST OF RM NO. 1, 66 1/2 FEET NORTHEAST OF
 GA2818'RM NO. 2, AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 GA2818'THE GROUND.  NOTE-- MARK MAY BE REACHED FROM THE JUNCTION OF STATE
 GA2818'HIGHWAYS 74 AND 535 AT FONDE, BELL COUNTY BY GOING ABOUT 4.6
 GA2818'MILES NORTHEAST ALONG STATE HIGHWAY 74, THENCE ABOUT 0.9 MILE SOUTH
 GA2818'ALONG RIDGE TOP ROAD.
 GA2818
 GA2818                          STATION RECOVERY (1957)
 GA2818
 GA2818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2818'RECOVERED IN GOOD CONDITION.
 GA2818
 GA2818                          STATION RECOVERY (1976)
 GA2818
 GA2818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GA2818'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 GA2818'AFTER A LONG SEARCH.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 GA2818'MARKS CHECKED.  AN AZIMUTH MARK WAS SET AT THE REQUEST OF LOCAL
 GA2818'SURVEYORS AFTER A LINE WAS CLEARED TO STATION LOGMONT 1950.  A
 GA2818'NEW DESCRIPTION FOLLOWS--
 GA2818'
 GA2818'THE STATION IS LOCATED AT ABOUT THE CENTER OF A NORTHWEST-SOUTHEAST
 GA2818'RIDGE, 24 FEET NORTHWEST OF A 14 INCH HICKORY TREE, 24 FEET
 GA2818'NORTHEAST OF A 14 INCH HICKORY TREE, 14 FEET NORTHEAST OF THE
 GA2818'CENTERLINE OF WOODS TRAIL, 12 FEET SOUTHEAST OF A 10 INCH HICKORY
 GA2818'TREE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT IS 4
 GA2818'INCHES UNDERGROUND AND THE DISK IS STAMPED CAPITO 1950.
 GA2818'
 GA2818'TO REACH THE STATION FROM THE MIDDLESBORO HIGH SCHOOL AT THE WEST
 GA2818'EDGE OF MIDDLESBORO, GO WESTERLY ON STATE HIGHWAY 74 FOR 8.25 MILES
 GA2818'TO THE TOP OF GRADE AND A GRADED ROAD LEFT.  TURN LEFT AND GO
 GA2818'SOUTHEASTERLY ON GRADED ROAD FOR 1.0 MILE TO A MICROWAVE TOWER.
 GA2818'TURN LEFT AND FOLLOWS WOODS TRAIL FOR ABOUT 0.1 MILE TO THE
 GA2818'STATION.
 GA2818'
 GA2818'REFERENCE MARK 1 IS 7 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GA2818'TRAIL, 22 FEET SOUTHWEST OF A 16 INCH OAK TREE AND 10 FEET NORTHEAST
 GA2818'OF A 10 INCH OAK TREE.  THE MONUMENT IS FLUSH WITH THE GROUND AND
 GA2818'THE DISK IS STAMPED CAPITO NO 1 1950.
 GA2818'
 GA2818'REFERENCE MARK 2 IS 4 FEET SOUTHWEST OF A 16 INCH OAK TREE, 15 FEET
 GA2818'SOUTHEAST OF A 12 INCH OAK TREE AND 53 FEET SOUTHWEST OF THE
 GA2818'CENTERLINE OF THE TRAIL.  THE MONUMENT IS FLUSH AND THE DISK IS
 GA2818'STAMPED CAPITO NO 2 1950.
 GA2818'
 GA2818'THE AZIMUTH MARK IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GA2818'MAGNETS, STAMPED CAPITO 1950 AZ 1976, PROJECTING 4 INCHES, 9 FEET
 GA2818'SOUTHEAST OF THE CENTERLINE OF TRAIL, 1 FOOT WEST OF A METAL
 GA2818'WITNESS POST, 11 FEET SOUTHWEST OF A 20 INCH OAK TREE, AT THE
 GA2818'EXTREME SOUTHEAST END OF THE RIDGE AND 10 FEET SOUTHWEST OF
 GA2818'A 10 INCH OAK TREE.
 GA2818'
 GA2818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES WEST
 GA2818'OF MIDDLESBORO.
 GA2818'
 GA2818'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GA2818
 GA2818                          STATION RECOVERY (1977)
 GA2818
 GA2818'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 GA2818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2817 ***********************************************************************
 GA2817  DESIGNATION -  CAPITO RM 1
 GA2817  PID         -  GA2817
 GA2817  STATE/COUNTY-  KY/BELL
 GA2817  USGS QUAD   -  FORK RIDGE (1959)
 GA2817
 GA2817                         *CURRENT SURVEY CONTROL
 GA2817  ___________________________________________________________________
 GA2817* NAD 83(1986)-  36 37 05.     (N)    083 51 00.     (W)     SCALED    
 GA2817* NAVD 88     -       907.379  (meters)    2976.96   (feet)  ADJUSTED  
 GA2817  ___________________________________________________________________
 GA2817  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GA2817  DYNAMIC HT  -         906.557 (meters)    2974.26  (feet)  COMP
 GA2817  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 GA2817
 GA2817  VERT ORDER  -  SECOND    CLASS 0
 GA2817
 GA2817.The horizontal coordinates were scaled from a topographic map and have
 GA2817.an estimated accuracy of +/- 6 seconds.
 GA2817
 GA2817.The orthometric height was determined by differential leveling
 GA2817.and adjusted by the National Geodetic Survey in June 1991..
 GA2817
 GA2817.The geoid height was determined by GEOID03.
 GA2817
 GA2817.The dynamic height is computed by dividing the NAVD 88
 GA2817.geopotential number by the normal gravity value computed on the
 GA2817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2817.degrees latitude (g = 980.6199 gals.).
 GA2817
 GA2817.The modeled gravity was interpolated from observed gravity values.
 GA2817
 GA2817;                    North         East    Units  Estimated Accuracy
 GA2817;SPC KY1Z     - 1,033,330.    1,669,980.      MT  (+/- 180 meters Scaled)
 GA2817
 GA2817                          SUPERSEDED SURVEY CONTROL
 GA2817
 GA2817  NGVD 29 (??/??/92)  907.508  (m)         2977.38   (f) ADJ UNCH    2 0
 GA2817
 GA2817.Superseded values are not recommended for survey control.
 GA2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2817.See file dsdata.txt to determine how the superseded data were derived.
 GA2817
 GA2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA451562(NAD 83)
 GA2817_MARKER: DR = REFERENCE MARK DISK
 GA2817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2817_STAMPING: CAPITO NO 1 1950 2977.382
 GA2817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2817+STABILITY: SURFACE MOTION
 GA2817
 GA2817  HISTORY     - Date     Condition        Report By
 GA2817  HISTORY     - 1950     MONUMENTED       CGS
 GA2817  HISTORY     - 1951     GOOD             NGS
 GA2817  HISTORY     - 1957     POOR             NGS
 GA2817
 GA2817                          STATION DESCRIPTION
 GA2817
 GA2817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GA2817'4.4 MI W FROM CAPITO.
 GA2817'3.55 MILES NORTHWEST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 GA2817'AT CAPITO TO THE TOP OF HIGHWAY GRADE OVER LOG MOUNTAIN, THENCE
 GA2817'ABOUT 0.9 MILE SOUTH ALONG RIDGE ROAD, ABOUT 0.15 MILE SOUTH OF
 GA2817'KELLY FARM HOUSE, NEAR THE TOP OF RIDGE AND ABOUT 65 FEET SOUTHEAST
 GA2817'OF THE HIGHEST POINT OF RIDGE, 82 FEET SOUTHEAST OF THE STATION
 GA2817'MARK, 106 FEET EAST OF RM NO. 2, 13 FEET NORTH OF THE CENTER LINE
 GA2817'OF TRAIL, AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 GA2817'THE GROUND.  NOTE-- MARK MAY BE REACHED FROM THE JUNCTION OF
 GA2817'STATE HIGHWAYS 74 AND 535 AT FONDE, BELL COUNTY BY GOING ABOUT
 GA2817'4.6 MILES NORTHEAST ALONG STATE HIGHWAY 74, THENCE ABOUT 0.9
 GA2817'MILE SOUTH ALONG RIDGE TOP ROAD.
 GA2817
 GA2817                          STATION RECOVERY (1957)
 GA2817
 GA2817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2817'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2819 ***********************************************************************
 GA2819  DESIGNATION -  CAPITO RM 2
 GA2819  PID         -  GA2819
 GA2819  STATE/COUNTY-  KY/BELL
 GA2819  USGS QUAD   -  FORK RIDGE (1959)
 GA2819
 GA2819                         *CURRENT SURVEY CONTROL
 GA2819  ___________________________________________________________________
 GA2819* NAD 83(1986)-  36 37 05.     (N)    083 51 00.     (W)     SCALED    
 GA2819* NAVD 88     -       904.633  (meters)    2967.95   (feet)  ADJUSTED  
 GA2819  ___________________________________________________________________
 GA2819  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GA2819  DYNAMIC HT  -         903.813 (meters)    2965.26  (feet)  COMP
 GA2819  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 GA2819
 GA2819  VERT ORDER  -  SECOND    CLASS 0
 GA2819
 GA2819.The horizontal coordinates were scaled from a topographic map and have
 GA2819.an estimated accuracy of +/- 6 seconds.
 GA2819
 GA2819.The orthometric height was determined by differential leveling
 GA2819.and adjusted by the National Geodetic Survey in June 1991..
 GA2819
 GA2819.The geoid height was determined by GEOID03.
 GA2819
 GA2819.The dynamic height is computed by dividing the NAVD 88
 GA2819.geopotential number by the normal gravity value computed on the
 GA2819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2819.degrees latitude (g = 980.6199 gals.).
 GA2819
 GA2819.The modeled gravity was interpolated from observed gravity values.
 GA2819
 GA2819;                    North         East    Units  Estimated Accuracy
 GA2819;SPC KY1Z     - 1,033,330.    1,669,980.      MT  (+/- 180 meters Scaled)
 GA2819
 GA2819                          SUPERSEDED SURVEY CONTROL
 GA2819
 GA2819  NGVD 29 (??/??/92)  904.761  (m)         2968.37   (f) ADJ UNCH    2 0
 GA2819
 GA2819.Superseded values are not recommended for survey control.
 GA2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2819.See file dsdata.txt to determine how the superseded data were derived.
 GA2819
 GA2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA451562(NAD 83)
 GA2819_MARKER: DR = REFERENCE MARK DISK
 GA2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2819_STAMPING: CAPITO NO 2 1950 2968.370
 GA2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2819+STABILITY: SURFACE MOTION
 GA2819
 GA2819  HISTORY     - Date     Condition        Report By
 GA2819  HISTORY     - 1950     MONUMENTED       CGS
 GA2819  HISTORY     - 1951     GOOD             NGS
 GA2819  HISTORY     - 1957     GOOD             NGS
 GA2819
 GA2819                          STATION DESCRIPTION
 GA2819
 GA2819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GA2819'4.4 MI W FROM CAPITO.
 GA2819'3.55 MILES NORTHWEST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 GA2819'AT CAPITO TO THE TOP OF HIGHWAY GRADE OVER LOG MOUNTAIN, THENCE
 GA2819'ABOUT 0.9 MILE SOUTH ALONG RIDGE ROAD, ABOUT 0.15 MILE SOUTH OF
 GA2819'KELLY FARM HOUSE, 46 FEET SOUTH OF THE CENTER LINE OF TRAIL
 GA2819'FOLLOWING TOP OF RIDGE, 66 1/2 FEET SOUTHWEST OF THE STATION MARK,
 GA2819'106 FEET WEST OF RM NO. 1, AND SET IN THE TOP OF A CONCRETE POST
 GA2819'ABOUT FLUSH WITH THE GROUND.  NOTE-- MARK MAY BE REACHED FROM THE
 GA2819'JUNCTION OF STATE HIGHWAY 74 AND 535 AT FONDE, BELL COUNTY BY
 GA2819'GOING ABOUT 4.6 MILES NORTHEAST ALONG STATE HIGHWAY 74, THENCE
 GA2819'ABOUT 0.9 MILE SOUTH ALONG RIDGE TOP ROAD.
 GA2819
 GA2819                          STATION RECOVERY (1957)
 GA2819
 GA2819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0095 ***********************************************************************
 HZ0095  DESIGNATION -  CARLISLE
 HZ0095  PID         -  HZ0095
 HZ0095  STATE/COUNTY-  KY/NICHOLAS
 HZ0095  USGS QUAD   -  CARLISLE (1979)
 HZ0095
 HZ0095                         *CURRENT SURVEY CONTROL
 HZ0095  ___________________________________________________________________
 HZ0095* NAD 83(1986)-  38 18 45.     (N)    084 01 41.     (W)     SCALED    
 HZ0095* NAVD 88     -       270.227  (meters)     886.57   (feet)  ADJUSTED  
 HZ0095  ___________________________________________________________________
 HZ0095  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HZ0095  DYNAMIC HT  -         270.033 (meters)     885.93  (feet)  COMP
 HZ0095  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 HZ0095
 HZ0095  VERT ORDER  -  SECOND    CLASS 0
 HZ0095
 HZ0095.The horizontal coordinates were scaled from a topographic map and have
 HZ0095.an estimated accuracy of +/- 6 seconds.
 HZ0095
 HZ0095.The orthometric height was determined by differential leveling
 HZ0095.and adjusted by the National Geodetic Survey in June 1991..
 HZ0095
 HZ0095.The geoid height was determined by GEOID03.
 HZ0095
 HZ0095.The dynamic height is computed by dividing the NAVD 88
 HZ0095.geopotential number by the normal gravity value computed on the
 HZ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0095.degrees latitude (g = 980.6199 gals.).
 HZ0095
 HZ0095.The modeled gravity was interpolated from observed gravity values.
 HZ0095
 HZ0095;                    North         East    Units  Estimated Accuracy
 HZ0095;SPC KY1Z     - 1,221,050.    1,650,580.      MT  (+/- 180 meters Scaled)
 HZ0095
 HZ0095                          SUPERSEDED SURVEY CONTROL
 HZ0095
 HZ0095  NGVD 29 (??/??/92)  270.413  (m)          887.18   (f) ADJ UNCH    2 0
 HZ0095
 HZ0095.Superseded values are not recommended for survey control.
 HZ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0095.See file dsdata.txt to determine how the superseded data were derived.
 HZ0095
 HZ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH598446(NAD 83)
 HZ0095_MARKER: DB = BENCH MARK DISK
 HZ0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0095_SP_SET: STEP
 HZ0095_STAMPING: CARLISLE 1935 887.180
 HZ0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0095+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 HZ0095
 HZ0095  HISTORY     - Date     Condition        Report By
 HZ0095  HISTORY     - 1935     MONUMENTED       CGS
 HZ0095  HISTORY     - 1955     GOOD             NGS
 HZ0095  HISTORY     - 20020612 GOOD             KYDT
 HZ0095
 HZ0095                          STATION DESCRIPTION
 HZ0095
 HZ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0095'AT CARLISLE.
 HZ0095'A CARLISLE, AT THE CENTER ENTRANCE TO THE CITY HALL AND FIRE
 HZ0095'HOUSE, IN THE TOP OF THE WEST END OF THE FIRST STEP, 10.5 FEET
 HZ0095'EAST OF THE CENTER OF THE DOOR TO FIRE DEPARTMENT, 17 YARDS
 HZ0095'NORTH OF THE CENTER OF EAST CHESTNUT STREET, ABOUT 3 INCHES
 HZ0095'ABOVE THE LEVEL OF SIDEWALK.
 HZ0095
 HZ0095                          STATION RECOVERY (2002)
 HZ0095
 HZ0095'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2385 ***********************************************************************
 HZ2385  DESIGNATION -  CARLISLE
 HZ2385  PID         -  HZ2385
 HZ2385  STATE/COUNTY-  KY/NICHOLAS
 HZ2385  USGS QUAD   -  CARLISLE (1979)
 HZ2385
 HZ2385                         *CURRENT SURVEY CONTROL
 HZ2385  ___________________________________________________________________
 HZ2385* NAD 83(1993)-  38 20 11.98753(N)    084 00 33.98123(W)     ADJUSTED  
 HZ2385* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 HZ2385  ___________________________________________________________________
 HZ2385  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 HZ2385  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HZ2385
 HZ2385  HORZ ORDER  -  THIRD
 HZ2385
 HZ2385.The horizontal coordinates were established by classical geodetic methods
 HZ2385.and adjusted by the National Geodetic Survey in December 1995..
 HZ2385
 HZ2385.The orthometric height was scaled from a topographic map.
 HZ2385
 HZ2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2385
 HZ2385.The geoid height was determined by GEOID03.
 HZ2385
 HZ2385;                    North         East     Units Scale Factor Converg.
 HZ2385;SPC KY1Z     - 1,223,756.413 1,652,157.805   MT  0.99993713   +1 04 07.1
 HZ2385;SPC KY1Z     - 4,014,940.83  5,420,454.40   sFT  0.99993713   +1 04 07.1
 HZ2385;SPC KY N     -    92,894.371   521,031.318   MT  0.99996466   +0 08 58.7
 HZ2385;SPC KY N     -   304,770.95  1,709,416.92   sFT  0.99996466   +0 08 58.7
 HZ2385;UTM  16      - 4,247,403.007   761,385.987   MT  1.00044150   +1 51 21.7
 HZ2385;UTM  17      - 4,247,456.658   236,963.615   MT  1.00045217   -1 52 04.0
 HZ2385
 HZ2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2385!SPC KY1Z     -   0.99995840  x   0.99993713  =   0.99989553
 HZ2385!SPC KY N     -   0.99995840  x   0.99996466  =   0.99992306
 HZ2385!UTM  16      -   0.99995840  x   1.00044150  =   1.00039988
 HZ2385!UTM  17      -   0.99995840  x   1.00045217  =   1.00041055
 HZ2385
 HZ2385|---------------------------------------------------------------------|
 HZ2385| PID    Reference Object                     Distance      Geod. Az  |
 HZ2385|                                                           dddmmss.s |
 HZ2385| HZ2386 TT 23 TN USGS 1954                   95.549 METERS 00334     |
 HZ2385| DB8953 CARLISLE RM 1                        13.346 METERS 03655     |
 HZ2385| DB8954 CARLISLE RM 2                         6.353 METERS 15253     |
 HZ2385| DB8952 CARLISLE AZ MK                                     3401613.8 |
 HZ2385|---------------------------------------------------------------------|
 HZ2385
 HZ2385                          SUPERSEDED SURVEY CONTROL
 HZ2385
 HZ2385  NAD 83(1986)-  38 20 11.99519(N)    084 00 33.98941(W) AD(       ) 3
 HZ2385  NAD 27      -  38 20 11.71900(N)    084 00 34.25400(W) AD(       ) 3
 HZ2385
 HZ2385.Superseded values are not recommended for survey control.
 HZ2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2385.See file dsdata.txt to determine how the superseded data were derived.
 HZ2385
 HZ2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH6138647403(NAD 83)
 HZ2385_MARKER: DS = TRIANGULATION STATION DISK
 HZ2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2385
 HZ2385  HISTORY     - Date     Condition        Report By
 HZ2385  HISTORY     - 1954     MONUMENTED       CGS
 HZ2385
 HZ2385                          STATION DESCRIPTION
 HZ2385
 HZ2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HZ2385'STATION IS LOCATED ON THE PROPERTY OF J.W. SMITH ALONG THE SOUTHEAST
 HZ2385'SIDE OF STATE HIGHWAY 32 ABOUT 2 MILES NORTHEAST OF CARLISLE.  IT IS
 HZ2385'42 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 14 FEET SOUTH OF A
 HZ2385'TELEPHONE POLE, 10 FEET NORTHEAST OF THE NORTH CORNER OF A SHED AND 6
 HZ2385'FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 HZ2385'INCHES AND THE DISK IS STAMPED CARLISLE 1954.
 HZ2385'
 HZ2385'REFERENCE MARK NO.1 IS 32 FEET NORTHEAST OF THE TELEPHONE POLE AND 1
 HZ2385'FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HZ2385'CARLISLE NO 1 1954.
 HZ2385'
 HZ2385'REFERENCE MARK NO.2 IS 2 FEET NORTH OF THE EAST CORNER OF THE SHED.
 HZ2385'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CARLISLE NO
 HZ2385'2 1954.
 HZ2385'
 HZ2385'AZIMUTH MARK IS 25 FEET WEST OF THE CENTER OF A PAVED ROAD, 12 FOOT
 HZ2385'NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1
 HZ2385'FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 HZ2385'DISK IS STAMPED CARLISLE 1954.
 HZ2385'
 HZ2385'TT 23 TN (USGS)RM IS 85 FEET NORTHWEST OF THE CENTER OF HIGHWAY 32,
 HZ2385'15 FEET NORTHEAST OF THE CENTER OF THE PAVED ROAD AND 7 FEET
 HZ2385'SOUTHWEST OF A 30 INCH BASSWOOD TREE.  THE MARK IS A 6 X 6 INCH
 HZ2385'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES WITH A U.S. GEOLOGICAL
 HZ2385'SURVEY BENCH MARK DISK IN THE TOP STAMPED T.T. STA. NO. 23 TN 1930.
 HZ2385'
 HZ2385'TO REACH THE STATION FROM THE COURTHOUSE IN CARLISLE, GO NORTH AND
 HZ2385'NORTHEAST ON STATE HIGHWAY 32 FOR 2.2 MILE TO THE STATION ON THE
 HZ2385'RIGHT AS DESCRIBED.  CONTINUE NORTH ON THE HIGHWAY FOR 0.05 MILE TO A
 HZ2385'PAVED ROAD LEFT AND THE BENCH MARK ON THE LEFT AS DESCRIBED.  TURN
 HZ2385'LEFT AND GO NORTHWEST ON PAVED ROAD FOR 0.15 MILE TO THE AZIMUTH
 HZ2385'MARK ON THE LEFT AS DESCRIBED.
 HZ2385'
 HZ2385'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2387 ***********************************************************************
 HZ2387  DESIGNATION -  CARLISLE EAST MUNICIPAL TANK
 HZ2387  PID         -  HZ2387
 HZ2387  STATE/COUNTY-  KY/NICHOLAS
 HZ2387  USGS QUAD   -  CARLISLE (1979)
 HZ2387
 HZ2387                         *CURRENT SURVEY CONTROL
 HZ2387  ___________________________________________________________________
 HZ2387* NAD 83(1993)-  38 18 36.72511(N)    084 02 12.40246(W)     ADJUSTED  
 HZ2387* NAVD 88     -                                                        
 HZ2387  ___________________________________________________________________
 HZ2387  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 HZ2387  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HZ2387
 HZ2387  HORZ ORDER  -  THIRD
 HZ2387
 HZ2387.The horizontal coordinates were established by classical geodetic methods
 HZ2387.and adjusted by the National Geodetic Survey in December 1995..
 HZ2387
 HZ2387
 HZ2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2387
 HZ2387.The geoid height was determined by GEOID03.
 HZ2387
 HZ2387;                    North         East     Units Scale Factor Converg.
 HZ2387;SPC KY1Z     - 1,220,775.546 1,649,822.030   MT  0.99993353   +1 03 06.7
 HZ2387;SPC KY1Z     - 4,005,161.10  5,412,791.11   sFT  0.99993353   +1 03 06.7
 HZ2387;SPC KY N     -    89,951.267   518,647.957   MT  0.99996582   +0 07 57.5
 HZ2387;SPC KY N     -   295,115.12  1,701,597.51   sFT  0.99996582   +0 07 57.5
 HZ2387;UTM  16      - 4,244,388.844   759,090.218   MT  1.00042679   +1 50 16.7
 HZ2387;UTM  17      - 4,244,597.840   234,476.921   MT  1.00046836   -1 53 01.2
 HZ2387
 HZ2387                          SUPERSEDED SURVEY CONTROL
 HZ2387
 HZ2387  NAD 83(1986)-  38 18 36.73246(N)    084 02 12.41082(W) AD(       ) 4
 HZ2387  NAD 27      -  38 18 36.45700(N)    084 02 12.68000(W) AD(       ) 3
 HZ2387
 HZ2387.Superseded values are not recommended for survey control.
 HZ2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2387.See file dsdata.txt to determine how the superseded data were derived.
 HZ2387
 HZ2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5909044389(NAD 83)
 HZ2387_MARKER: 53 = ELEVATED TANK
 HZ2387
 HZ2387  HISTORY     - Date     Condition        Report By
 HZ2387  HISTORY     - 1954     FIRST OBSERVED   CGS
 HZ2387
 HZ2387                          STATION DESCRIPTION
 HZ2387
 HZ2387'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HZ2387'STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ABOUT 0.25 MILE
 HZ2387'WEST OF CARLISLE ON TOP OF A HIGH HILL.  IT IS A FOUR LEGGED STEEL
 HZ2387'STRUCTURE ABOUT 100 FEET HIGH PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2112 ***********************************************************************
 GC2112  DESIGNATION -  CARMAN
 GC2112  PID         -  GC2112
 GC2112  STATE/COUNTY-  KY/SIMPSON
 GC2112  USGS QUAD   -  DRAKE (1968)
 GC2112
 GC2112                         *CURRENT SURVEY CONTROL
 GC2112  ___________________________________________________________________
 GC2112* NAD 83(1993)-  36 45 39.45770(N)    086 26 05.58633(W)     ADJUSTED  
 GC2112* NAVD 88     -       227.4    (meters)     746.     (feet)  VERTCON   
 GC2112  ___________________________________________________________________
 GC2112  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 GC2112  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GC2112
 GC2112  HORZ ORDER  -  FIRST
 GC2112
 GC2112.The horizontal coordinates were established by classical geodetic methods
 GC2112.and adjusted by the National Geodetic Survey in December 1995..
 GC2112
 GC2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2112
 GC2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2112
 GC2112.The geoid height was determined by GEOID03.
 GC2112
 GC2112;                    North         East     Units Scale Factor Converg.
 GC2112;SPC KY1Z     - 1,047,686.092 1,438,841.807   MT  1.00009272   -0 25 13.8
 GC2112;SPC KY1Z     - 3,437,283.45  4,720,600.16   sFT  1.00009272   -0 25 13.8
 GC2112;SPC KY S     -   547,677.049   438,847.764   MT  0.99999510   -0 24 55.3
 GC2112;SPC KY S     - 1,796,837.12  1,439,786.37   sFT  0.99999510   -0 24 55.3
 GC2112;SPC TN       -   269,442.618   561,166.364   MT  1.00007921   -0 15 16.6
 GC2112;SPC TN       -   883,996.32  1,841,093.31   sFT  1.00007921   -0 15 16.6
 GC2112;UTM  16      - 4,068,504.343   550,438.898   MT  0.99963134   +0 20 17.6
 GC2112
 GC2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2112!SPC KY1Z     -   0.99996903  x   1.00009272  =   1.00006175
 GC2112!SPC KY S     -   0.99996903  x   0.99999510  =   0.99996413
 GC2112!SPC TN       -   0.99996903  x   1.00007921  =   1.00004824
 GC2112!UTM  16      -   0.99996903  x   0.99963134  =   0.99960038
 GC2112
 GC2112:                Primary Azimuth Mark                     Grid Az
 GC2112:SPC KY1Z     -  CARMAN AZ MK                             142 51 27.1
 GC2112:SPC KY S     -  CARMAN AZ MK                             142 51 08.6
 GC2112:SPC TN       -  CARMAN AZ MK                             142 41 29.9
 GC2112:UTM  16      -  CARMAN AZ MK                             142 05 55.7
 GC2112
 GC2112|---------------------------------------------------------------------|
 GC2112| PID    Reference Object                     Distance      Geod. Az  |
 GC2112|                                                           dddmmss.s |
 GC2112| CG5026 CARMAN AZ MK                                       1422613.3 |
 GC2112| CG5029 CARMAN RM 3                                        1422616.1 |
 GC2112| CG5027 CARMAN RM 1                          25.013 METERS 23254     |
 GC2112| CG5028 CARMAN RM 2                          26.820 METERS 32313     |
 GC2112|---------------------------------------------------------------------|
 GC2112
 GC2112                          SUPERSEDED SURVEY CONTROL
 GC2112
 GC2112  NAD 83(1986)-  36 45 39.46682(N)    086 26 05.59142(W) AD(       ) 1
 GC2112  NAD 27      -  36 45 39.33300(N)    086 26 05.60800(W) AD(       ) 1
 GC2112  NGVD 29 (07/19/86)  227.5    (m)          746.     (f) VERT ANG       
 GC2112
 GC2112.Superseded values are not recommended for survey control.
 GC2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2112.See file dsdata.txt to determine how the superseded data were derived.
 GC2112
 GC2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5043968504(NAD 83)
 GC2112_MARKER: DS = TRIANGULATION STATION DISK
 GC2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2112_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2112
 GC2112  HISTORY     - Date     Condition        Report By
 GC2112  HISTORY     - 1933     MONUMENTED       CGS
 GC2112  HISTORY     - 1951     GOOD             CGS
 GC2112  HISTORY     - 1952     GOOD             KYHD
 GC2112  HISTORY     - 1970     GOOD             NGS
 GC2112
 GC2112                          STATION DESCRIPTION
 GC2112
 GC2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2112'ABOUT 8 MILES EAST-NORTHEAST OF FRANKLIN, KY., 3/4 MILE NORTHEAST BY
 GC2112'EAST OF COLD CITY, ON LOW PARTLY WOODED HILL, ON PROPERTY OWNED BY
 GC2112'HARRIS CARMAN, IN OPEN FIELD ABOUT 1/2 MILE NORTH-NORTHEAST OF MR.
 GC2112'CARMANS HOUSE, 230 FEET NORTHEAST OF 15-INCH WHITE OAK TREE WHICH
 GC2112'IS MOST NORTHEASTERLY TREE IN SMALL WOODS, 1 FOOT SOUTH OF FENCE
 GC2112'CORNER, AND 0.5 FOOT SOUTHEAST OF MR. CARMANS NORTHWEST PROPERTY
 GC2112'LINE FENCE, AND PROJECTS 8 INCHES.
 GC2112'
 GC2112'TO REACH FROM JUNCTION OF STATE HIGHWAY 100 AND U.S. HIGHWAY 31-W AT
 GC2112'COURTHOUSE IN FRANKLIN, GO EAST 2.1 MILES ON STATE HIGHWAY 100 TO
 GC2112'ROAD FORK ABOUT 200 FEET EAST OF T-ROAD SOUTH, FOLLOW LEFT FORK 6.0
 GC2112'MILES ON MAIN ROAD TO FORK AT COLD CITY STORE, FOLLOW RIGHT FORK
 GC2112'0.5 MILE TO MR. CARMANS HOUSE ON LEFT, ENTER PROPERTY, PASS HOUSE ON
 GC2112'RIGHT AND FOLLOW LANE ALONG LEFT EDGE OF WOODS 0.45 MILE TO
 GC2112'SECOND WOODS, PASS TO RIGHT OF WOODS AND GO NORTH ABOUT 0.15 MILE TO
 GC2112'STATION SITE.
 GC2112'
 GC2112'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GC2112'BRONZE DISKS SET IN CONCRETE.
 GC2112'
 GC2112'REFERENCE MARK NO.1, PROJECTING 5 INCHES, IS 148 FEET NORTHEAST OF
 GC2112'15-INCH WHITE OAK TREE, 1 FOOT SOUTHEAST OF PROPERTY LINE FENCE, AND
 GC2112'82.07 FEET FROM STATION IN AZIMUTH 52 DEG. 55 MIN. REFERENCE MARK
 GC2112'NO.2, PROJECTING 6 INCHES, IS 1 FOOT SOUTHWEST OF FENCE, AND 87.95
 GC2112'FEET FROM STATION IN AZIMUTH 143 DEG. 15 MIN.
 GC2112'
 GC2112'AZIMUTH MARK, PROJECTING 4 INCHES, IS ON RIGHT-OF-WAY OF ROAD, 0.55
 GC2112'MILE EAST OF MR. CARMANS HOUSE, 80 FEET NORTH-NORTHWEST
 GC2112'OF BARN, 18 FEET SOUTH-SOUTHEAST OF CENTER LINE OF ROAD, 15 FEET
 GC2112'NORTHEAST OF 12-INCH WHITE OAK TREE, AND APPROXIMATELY 0.5 MILE
 GC2112'FROM STATION. AIRWAY BEACON NO. 68
 GC2112'(SEE DESCRIPTION THEREOF) IS 6.9 MILES FROM STATION,
 GC2112'S 18 DEG 36 MIN 17 SEC E.
 GC2112
 GC2112                          STATION RECOVERY (1951)
 GC2112
 GC2112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2112'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GC2112'GOOD CONDITION. DISTANCES TO ALL MARKS WERE CHECKED.
 GC2112'DIRECTION TO THE AZIMUTH MARK FAILED
 GC2112'TO CHECK.  A NEW DESCRIPTION FOLLOWS-
 GC2112'
 GC2112'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF FRANKLIN ON THE
 GC2112'PROPERTY OF HARRIS CARMAN. IT IS 3 FEET WEST OF A WHITE WITNESS
 GC2112'POST AND 1 FOOT SOUTH OF A FENCE CORNER. THE MARK PROJECTS ABOUT 6
 GC2112'INCHES AND THE DISK IS STAMPED CARMAN 1933.
 GC2112'
 GC2112'REFERENCE MARK NO.1 IS 82.07 FEET SOUTHWEST OF STATION AND 1 FOOT
 GC2112'SOUTHEAST OF A FENCE LINE. THE MARK IS FLUSH WITH THE GROUND AND THE
 GC2112'DISK IS STAMPED CARMAN NO 1 1933.
 GC2112'
 GC2112'REFERENCE MARK NO.2 IS 87.95 FEET NORTHWEST OF STATION AND 1 FOOT
 GC2112'WEST OF A FENCE LINE. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 GC2112'IS STAMPED CARMAN NO 2 1933.
 GC2112'
 GC2112'AZIMUTH MARK IS 80 FEET NORTHWEST OF A LARGE BARN, 18 FEET SOUTHEAST
 GC2112'OF THE CENTER OF A DIRT ROAD, 15 FEET NORTHEAST OF A 15-INCH OAK
 GC2112'TREE AND 1 FOOT WEST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT
 GC2112'4 INCHES AND THE DISK IS STAMPED CARMAN AZIMUTH 1933.
 GC2112'
 GC2112'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC2112'HIGHWAY 100, IN FRANKLIN, GO EAST ON HIGHWAY 100 FOR 2.0 MILES TO
 GC2112'A ROAD FORK JUST BEYOND A T ROAD RIGHT, TURN LEFT AT ROAD FORK AND GO
 GC2112'NORTH AND EAST FOR 6.0 MILES TO THE SMALL VILLAGE OF COLD CITY AT A
 GC2112'ROAD FORK * TURN LEFT ON PAVED ROAD AND GO 0.95 MILE TO A FARM ROAD
 GC2112'RIGHT, TURN RIGHT ON FARM ROAD AND GO SOUTHWEST FOR 0.25 MILE TO
 GC2112'WHERE ROAD TURNS SHARP LEFT, TURN RIGHT THROUGH A FARM GATE AND
 GC2112'FOLLOW DIM FARM ROAD AROUND BARN TO THE LEFT THROUGH A YARD ALONG
 GC2112'THE SOUTH SIDE OF A FENCE FOR ABOUT 0.2 MILE TO FENCE CORNER AND
 GC2112'STATION AS DESCRIBED.
 GC2112'
 GC2112'*TO REACH THE AZIMUTH MARK FROM THIS ROAD FORK, TURN RIGHT AND GO
 GC2112'EAST ON GRAVEL ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON RIGHT NEAR
 GC2112'A POND AND BARN AS DESCRIBED.
 GC2112'
 GC2112'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2112
 GC2112                          STATION RECOVERY (1952)
 GC2112
 GC2112'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1952 (GLA)
 GC2112'DUE TO CONSTRUCTION, IT WAS NECESSARY TO DESTROY THE AZIMUTH MARK FOR
 GC2112'THIS STATION AND TO ESTABLISH A NEW ONE. THE FOLLOWING
 GC2112'DESCRIPTION WAS FURNISHED BY THE KY. HWY. DEPT. FOR THE NEW AZIMUTH
 GC2112'MARK.
 GC2112'
 GC2112'THE NEW MARK WAS SET ON LINE FROM THE STATION TO THE OLD AZIMUTH
 GC2112'MARK. IT WAS SET 8.90 FEET FARTHER TO THE SOUTH, WHICH IS FARTHER
 GC2112'FROM STATION CARMAN. THE MARK IS ON THE SOUTH SIDE OF THE HIGHWAY, ON
 GC2112'THE HIGHWAY RIGHT-OF-WAY, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 GC2112'FENCE. THE MARK IS A REFERENCE MARK DISK STAMPED CARMEN NO 3 1933.
 GC2112
 GC2112                          STATION RECOVERY (1970)
 GC2112
 GC2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2112'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 GC2112'RECOVERED AS PREVIOUSLY DESCRIBED IN GOOD CONDITION.  A DIFFERENCE
 GC2112'OF 0.013 METER WAS NOTED AND VERIFIED IN THE DISTANCE TO REFERENCE
 GC2112'MARK 2.  THE DISTANCE TO REFERENCE MARK 1 AND THE DIRECTION
 GC2112'BETWEEN ALL MARKS COMPARED FAVORABLY TO THE 1951 DATA.
 GC2112'
 GC2112'DUE TO CHANGES IN THE AREA A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 GC2112'
 GC2112'THE ABOVE MENTIONED TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 GC2112'
 GC2112'THE STATION IS LOCATED ABOUT 15 MILES SOUTH-SOUTHEAST OF BOWLING
 GC2112'GREEN, 8 MILES NORTHEAST OF FRANKLIN, 2-1/2 MILES EAST OF
 GC2112'INTER-STATE HIGHWAY 65 AND ON PROPERTY OWNED BY MR. EMIL A. STEGER
 GC2112'JR., RURAL ROUTE 6, FRANKLIN KENTUCKY 42134.
 GC2112'
 GC2112'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 GC2112'SQUARE IN FRANKLIN GO EAST ON STATE HIGHWAYS 100 AND 265 FOR 2.1
 GC2112'MILES TO THEIR JUNCTION.  BEAR LEFT AND GO NORTHEAST ON HIGHWAY 265
 GC2112'FOR 5.9 MILES TO A JUNCTION WITH STATE HIGHWAY 622.  CONTINUE
 GC2112'NORTHEAST ON HIGHWAY 265 AND 622 FOR 0.45 MILE TO THEIR JUNCTION.
 GC2112'TURN RIGHT AND GO EAST ON HIGHWAY 265 FOR 0.8 MILE TO MR.
 GC2112'STEGERS HOME ON THE RIGHT AND A GATE ON THE LEFT.  (TO REACH THE
 GC2112'AZIMUTH MARK FROM THIS POINT CONTINUE EAST ON HIGHWAY 265 FOR 0.25
 GC2112'MILE TO THE AZIMUTH MARK ON THE RIGHT.) TURN LEFT PASSING
 GC2112'THROUGH GATE AND GO NORTH THROUGH BARN LOT PASSING AROUND THE
 GC2112'WEST SIDE OF A BARN TO A GATE AND LANE.  PASS THROUGH GATE AND GO
 GC2112'NORTH ON LANE ROAD FOR 0.25 MILE TO THE END OF THE LANE.  CONTINUE
 GC2112'NORTHWEST ON A TRACK ROAD FOR 0.1 MILE TO THE SOUTH END OF A SMALL
 GC2112'WOODED AREA FOR 0.15 MILE TO THE TOP OF A SMALL HILL AND THE
 GC2112'STATION ON THE LEFT.
 GC2112'
 GC2112'THE STATION MARK IS A STANDARD DISK STAMPED CARMAN 1933, SET IN THE
 GC2112'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 GC2112'INCHES.  IT IS 5 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 GC2112'ATTACHED AND 3 FEET SOUTH-SOUTHEAST OF A FENCE CORNER.
 GC2112'
 GC2112'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CARMAN NO 1 1933, SET
 GC2112'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 2
 GC2112'INCHES BELOW THE GROUND SURFACE.  IT IS 87 FEET SOUTHWEST OF
 GC2112'THE METAL WITNESS POST AND 1 FOOT SOUTH-SOUTHWEST OF A FENCE LINE.
 GC2112'
 GC2112'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CARMAN NO 2 1933, SET
 GC2112'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 GC2112'3 INCHES.  IT IS 85 FEET NORTHWEST OF THE FENCE CORNER AND 1 FOOT
 GC2112'SOUTH-SOUTHWEST OF A FENCE LINE.
 GC2112'
 GC2112'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED CARMAN NO
 GC2112'3 1933, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 GC2112'WHICH IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 18 FEET SOUTH OF
 GC2112'THE CENTER LINE OF THE HIGHWAY AND 2 FEET NORTH OF A METAL WITNESS
 GC2112'POST WITH SIGN ATTACHED IN THE FENCE LINE.
 GC2112'
 GC2112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTHEAST
 GC2112'OF FRANKLIN.
 GC2112'
 GC2112'HEIGHT OF LIGHT ABOVE STATION MARK 100.00 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2120 ***********************************************************************
 GC2120  DESIGNATION -  CARMAN RM A 1970
 GC2120  PID         -  GC2120
 GC2120  STATE/COUNTY-  KY/SIMPSON
 GC2120  USGS QUAD   -  DRAKE (1968)
 GC2120
 GC2120                         *CURRENT SURVEY CONTROL
 GC2120  ___________________________________________________________________
 GC2120* NAD 83(1993)-  36 45 39.04919(N)    086 26 04.58995(W)     ADJUSTED  
 GC2120* NAVD 88     -       226.3    (meters)     742.     (feet)  VERTCON   
 GC2120  ___________________________________________________________________
 GC2120  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 GC2120  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GC2120
 GC2120  HORZ ORDER  -  FIRST
 GC2120
 GC2120.The horizontal coordinates were established by classical geodetic methods
 GC2120.and adjusted by the National Geodetic Survey in December 1995..
 GC2120
 GC2120.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2120
 GC2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2120
 GC2120.The geoid height was determined by GEOID03.
 GC2120
 GC2120;                    North         East     Units Scale Factor Converg.
 GC2120;SPC KY1Z     - 1,047,673.317 1,438,866.429   MT  1.00009276   -0 25 13.2
 GC2120;SPC KY1Z     - 3,437,241.54  4,720,680.94   sFT  1.00009276   -0 25 13.2
 GC2120;SPC KY S     -   547,664.278   438,872.385   MT  0.99999512   -0 24 54.7
 GC2120;SPC KY S     - 1,796,795.22  1,439,867.15   sFT  0.99999512   -0 24 54.7
 GC2120;SPC TN       -   269,429.914   561,191.023   MT  1.00007918   -0 15 16.0
 GC2120;SPC TN       -   883,954.64  1,841,174.21   sFT  1.00007918   -0 15 16.0
 GC2120;UTM  16      - 4,068,491.901   550,463.676   MT  0.99963137   +0 20 18.2
 GC2120
 GC2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2120!SPC KY1Z     -   0.99996920  x   1.00009276  =   1.00006196
 GC2120!SPC KY S     -   0.99996920  x   0.99999512  =   0.99996432
 GC2120!SPC TN       -   0.99996920  x   1.00007918  =   1.00004838
 GC2120!UTM  16      -   0.99996920  x   0.99963137  =   0.99960058
 GC2120
 GC2120:                Primary Azimuth Mark                     Grid Az
 GC2120:SPC KY1Z     -  PERRY RM 3                               190 57 02.2
 GC2120:SPC KY S     -  PERRY RM 3                               190 56 43.7
 GC2120:SPC TN       -  PERRY RM 3                               190 47 05.0
 GC2120:UTM  16      -  PERRY RM 3                               190 11 30.8
 GC2120
 GC2120|---------------------------------------------------------------------|
 GC2120| PID    Reference Object                     Distance      Geod. Az  |
 GC2120|                                                           dddmmss.s |
 GC2120| GC2104 PERRY RM 3                          APPROX.12.4 KM 1903149.0 |
 GC2120| GC2119 GOLD CITY SIMPSON CO N TANK         APPROX. 2.1 KM 2373715.1 |
 GC2120| GC2112 CARMAN                               27.736 METERS 29700     |
 GC2120|---------------------------------------------------------------------|
 GC2120
 GC2120                          SUPERSEDED SURVEY CONTROL
 GC2120
 GC2120  NAD 83(1986)-  36 45 39.05823(N)    086 26 04.59484(W) AD(       ) 1
 GC2120  NAD 27      -  36 45 38.92445(N)    086 26 04.61170(W) AD(       ) 1
 GC2120  NGVD 29 (07/19/86)  226.4    (m)          743.     (f) VERT ANG       
 GC2120
 GC2120.Superseded values are not recommended for survey control.
 GC2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2120.See file dsdata.txt to determine how the superseded data were derived.
 GC2120
 GC2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5046468492(NAD 83)
 GC2120_MARKER: DS = TRIANGULATION STATION DISK
 GC2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2120+STABILITY: SURFACE MOTION
 GC2120
 GC2120  HISTORY     - Date     Condition        Report By
 GC2120  HISTORY     - 1970     MONUMENTED       NGS
 GC2120
 GC2120                          STATION DESCRIPTION
 GC2120
 GC2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2120'THE STATION IS LOCATED, AIRLINE, ABOUT 8 MILES NORTHEAST OF
 GC2120'FRANKLIN, 7.4 MILES NORTH OF THE KENTUCKY-TENNESSEE STATE LINE,
 GC2120'0.8 MILE NORTHEAST OF THE SMALL VILLAGE OF GOLD CITY AND AT THE
 GC2120'NORTH EDGE OF A HAY FIELD OWNED BY MR. EMIL A. STEGER JR.
 GC2120'
 GC2120'THE STATION MARK IS A STANDARD DISK STAMPED CARMAN RM A 1970
 GC2120'CEMENTED IN AN IRREGULAR MASS OF CONCRETE 12 INCHES BELOW GROUND
 GC2120'SURFACE.  IT IS 94.0 FEET EAST OF THE METAL WITNESS POST AND
 GC2120'SIGN AT THE STATION MARK, 89.0 FEET EAST OF A FENCE CORNER, AND
 GC2120'83.0 FEET SOUTHEAST OF A FENCE LINE ALONG THE NORTH EDGE OF THE
 GC2120'FIELD.
 GC2120'
 GC2120'A TRAVERSE CONNECTION OF 90.999 FT. OR 27.7364 M. REDUCED TO
 GC2120'SEA LEVEL WAS MADE TO STATION CARMAN 1933 WHICH BEARS
 GC2120'WEST-NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2012 ***********************************************************************
 HZ2012  DESIGNATION -  CARMON
 HZ2012  PID         -  HZ2012
 HZ2012  STATE/COUNTY-  KY/TRIMBLE
 HZ2012  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ2012
 HZ2012                         *CURRENT SURVEY CONTROL
 HZ2012  ___________________________________________________________________
 HZ2012* NAD 83(1993)-  38 31 33.77545(N)    085 14 52.81914(W)     ADJUSTED  
 HZ2012* NAVD 88     -       273.3    (meters)     897.     (feet)  VERTCON   
 HZ2012  ___________________________________________________________________
 HZ2012  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 HZ2012  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HZ2012
 HZ2012  HORZ ORDER  -  SECOND
 HZ2012
 HZ2012.The horizontal coordinates were established by classical geodetic methods
 HZ2012.and adjusted by the National Geodetic Survey in April 1998..
 HZ2012
 HZ2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2012
 HZ2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2012
 HZ2012.The geoid height was determined by GEOID03.
 HZ2012
 HZ2012;                    North         East     Units Scale Factor Converg.
 HZ2012;SPC KY1Z     - 1,243,476.812 1,543,773.047   MT  0.99996914   +0 18 29.5
 HZ2012;SPC KY1Z     - 4,079,640.17  5,064,862.07   sFT  0.99996914   +0 18 29.5
 HZ2012;SPC KY N     -   114,360.268   412,977.556   MT  0.99996260   -0 37 15.0
 HZ2012;SPC KY N     -   375,196.98  1,354,910.53   sFT  0.99996260   -0 37 15.0
 HZ2012;UTM  16      - 4,265,638.467   652,720.564   MT  0.99988723   +1 05 29.3
 HZ2012
 HZ2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2012!SPC KY1Z     -   0.99996239  x   0.99996914  =   0.99993153
 HZ2012!SPC KY N     -   0.99996239  x   0.99996260  =   0.99992499
 HZ2012!UTM  16      -   0.99996239  x   0.99988723  =   0.99984963
 HZ2012
 HZ2012|---------------------------------------------------------------------|
 HZ2012| PID    Reference Object                     Distance      Geod. Az  |
 HZ2012|                                                           dddmmss.s |
 HZ2012| HZ2013 LOUISVILLE CINCINNATI AWY BN 3       37.790 METERS 00349     |
 HZ2012| HZ2015 CAMPBELLSBURG MUNICIPAL TANK        APPROX. 4.0 KM 0925912.5 |
 HZ2012| CG7373 CARMON RM 1                          39.289 METERS 14833     |
 HZ2012| CG7374 CARMON RM 2                          21.709 METERS 22606     |
 HZ2012| HZ2028 CARMON 1947 AZ MK                   APPROX. 0.8 KM 3040732.6 |
 HZ2012|---------------------------------------------------------------------|
 HZ2012
 HZ2012                          SUPERSEDED SURVEY CONTROL
 HZ2012
 HZ2012  NAD 83(1993)-  38 31 33.77543(N)    085 14 52.81926(W) AD(       ) 2
 HZ2012  NAD 83(1986)-  38 31 33.77902(N)    085 14 52.82650(W) AD(       ) 2
 HZ2012  NAD 27      -  38 31 33.55110(N)    085 14 52.98730(W) AD(       ) 2
 HZ2012  NGVD 29 (07/19/86)  273.5    (m)          897.     (f) VERT ANG       
 HZ2012
 HZ2012.Superseded values are not recommended for survey control.
 HZ2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2012.See file dsdata.txt to determine how the superseded data were derived.
 HZ2012
 HZ2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5272165638(NAD 83)
 HZ2012_MARKER: DS = TRIANGULATION STATION DISK
 HZ2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2012
 HZ2012  HISTORY     - Date     Condition        Report By
 HZ2012  HISTORY     - 1947     MONUMENTED       CGS
 HZ2012  HISTORY     - 1949     GOOD             CGS
 HZ2012  HISTORY     - 1964     GOOD             CGS
 HZ2012
 HZ2012                          STATION DESCRIPTION
 HZ2012
 HZ2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2012'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BEDFORD ON PROPERTY
 HZ2012'OWNED BY MR. JOSEPH COMBS. IT IS 55 FEET SOUTH OF THE CENTERLINE
 HZ2012'OF STATE HIGHWAY 37, 45 FEET EAST OF A FENCE CORNER, 40 FEET WEST OF
 HZ2012'THE TRIMBLE-HENRY COUNTY LINE, AND 7 FEET SOUTH OF A WITNESS
 HZ2012'POST. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 HZ2012'CARMON 1947.
 HZ2012'
 HZ2012'REFERENCE MARK NO. 1 IS 128.10 FEET SOUTH-SOUTHEAST OF THE STATION,
 HZ2012'104 FEET SOUTH OF A FENCE, 64 FEET SOUTHWEST OF THE NW.  CORNER
 HZ2012'OF A BARN, AND 1 FOOT WEST OF A FENCE CORNER. THE MARK PROJECTS 6
 HZ2012'INCHES, AND THE DISK IS STAMPED CARMON NO 1 1947.
 HZ2012'
 HZ2012'REFERENCE MARK NO. 2 IS 71.07 FEET SOUTHWEST OF THE STATION, 69 FEET
 HZ2012'SOUTH OF A FENCE CORNER, AND 1 FOOT EAST OF A FENCE. THE MARK
 HZ2012'PROJECTS 4 INCHES, AND THE DISK IS STAMPED CARMON NO 2 1947.
 HZ2012'
 HZ2012'A TRAVERSE CONNECTION WAS MADE TO THE LOUISVILLE-CINCINNATI AIRWAY
 HZ2012'BEACON NO. 3.
 HZ2012'
 HZ2012'THE AZIMUTH MARK IS 0.4 MILE WEST-NORTHWEST OF THE STATION, 30 FEET
 HZ2012'EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A
 HZ2012'WITNESS POST, AND 1 FOOT WEST OF A FENCE. THE MARK PROJECTS 4 INCHES,
 HZ2012'AND THE DISK IS STAMPED CARMON 1947.
 HZ2012'
 HZ2012'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE TRIMBLE COUNTY
 HZ2012'COURT HOUSE SQUARE IN BEDFORD, GO SOUTHEAST ON STATE HIGHWAY 37
 HZ2012'FOR 5.9 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON HIGHWAY 37
 HZ2012'FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 HZ2012'
 HZ2012'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HZ2012
 HZ2012                          STATION RECOVERY (1949)
 HZ2012
 HZ2012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2012'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HZ2012'GOOD CONDITION. DISTANCE TO REFERENCE MARK NO. 1 AND DIRECTION TO
 HZ2012'REFERENCE MARK NO. 2 AND AIRWAY BEACON NO. 3 CINCINNATI - LOUISVILLE
 HZ2012'FAILED TO CHECK AS NOTED BELOW.  OLD DESCRIPTION AND TO REACH IS
 HZ2012'ADEQUATE.
 HZ2012'
 HZ2012'DISTANCE AND DIRECTION TO REFERENCE MARKS AND OBJECTS VISIBLE FROM
 HZ2012'THE GROUND-
 HZ2012'
 HZ2012'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HZ2012
 HZ2012                          STATION RECOVERY (1964)
 HZ2012
 HZ2012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HB)
 HZ2012'STATION RECOVERED AS DESCRIBED. ALL MARKS WERE FOUND IN GOOD
 HZ2012'CONDITION. DISTANCE AND DIRECTION TO R.M. NO. 2 FAIL TO CHECK AS
 HZ2012'NOTED BELOW. AIRWAY BEACON NUMBER 3 CINCINNATI AND LOUISVILLE HAS
 HZ2012'BEEN DESTROYED. CAMPBELLSBURG MUNICIPAL WATER TANK MENTIONED IN
 HZ2012'DESCRIPTION AS VISIBLE FROM GROUND IS NOT.
 HZ2012'
 HZ2012'OLD DESCRIPTION AND TO REACH IS ADEQUATE, HOWEVER, STATE HIGHWAY 37
 HZ2012'IN TO REACH DESCRIPTION IS NOW U.S. HIGHWAY 421.
 HZ2012'
 HZ2012'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2028 ***********************************************************************
 HZ2028  DESIGNATION -  CARMON 1947 AZ MK
 HZ2028  PID         -  HZ2028
 HZ2028  STATE/COUNTY-  KY/TRIMBLE
 HZ2028  USGS QUAD   -  BEDFORD (1984)
 HZ2028
 HZ2028                         *CURRENT SURVEY CONTROL
 HZ2028  ___________________________________________________________________
 HZ2028* NAD 83(1993)-  38 31 48.69601(N)    085 15 20.84901(W)     ADJUSTED  
 HZ2028* NAVD 88     -       272.0    (meters)     892.     (feet)  VERTCON   
 HZ2028  ___________________________________________________________________
 HZ2028  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 HZ2028  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 HZ2028
 HZ2028  HORZ ORDER  -  SECOND
 HZ2028
 HZ2028.The horizontal coordinates were established by classical geodetic methods
 HZ2028.and adjusted by the National Geodetic Survey in April 1998..
 HZ2028
 HZ2028.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2028
 HZ2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2028
 HZ2028.The geoid height was determined by GEOID03.
 HZ2028
 HZ2028;                    North         East     Units Scale Factor Converg.
 HZ2028;SPC KY1Z     - 1,243,933.245 1,543,091.685   MT  0.99996996   +0 18 12.3
 HZ2028;SPC KY1Z     - 4,081,137.65  5,062,626.64   sFT  0.99996996   +0 18 12.3
 HZ2028;SPC KY N     -   114,827.686   412,303.689   MT  0.99996268   -0 37 32.4
 HZ2028;SPC KY N     -   376,730.50  1,352,699.69   sFT  0.99996268   -0 37 32.4
 HZ2028;UTM  16      - 4,266,085.506   652,033.084   MT  0.99988465   +1 05 12.2
 HZ2028
 HZ2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2028!SPC KY1Z     -   0.99996260  x   0.99996996  =   0.99993256
 HZ2028!SPC KY N     -   0.99996260  x   0.99996268  =   0.99992528
 HZ2028!UTM  16      -   0.99996260  x   0.99988465  =   0.99984725
 HZ2028
 HZ2028:                Primary Azimuth Mark                     Grid Az
 HZ2028:SPC KY1Z     -  CARMON                                   123 49 02.9
 HZ2028:SPC KY N     -  CARMON                                   124 44 47.6
 HZ2028:UTM  16      -  CARMON                                   123 02 03.0
 HZ2028
 HZ2028|---------------------------------------------------------------------|
 HZ2028| PID    Reference Object                     Distance      Geod. Az  |
 HZ2028|                                                           dddmmss.s |
 HZ2028| HZ2012 CARMON                              APPROX. 0.8 KM 1240715.2 |
 HZ2028| HZ2030 ATT MICROWAVE RELAY TOWER           285.504 METERS 16657     |
 HZ2028|---------------------------------------------------------------------|
 HZ2028
 HZ2028                          SUPERSEDED SURVEY CONTROL
 HZ2028
 HZ2028  NAD 83(1993)-  38 31 48.69596(N)    085 15 20.84911(W) AD(       ) 2
 HZ2028  NAD 83(1986)-  38 31 48.69967(N)    085 15 20.85674(W) AD(       ) 2
 HZ2028  NAD 27      -  38 31 48.47230(N)    085 15 21.01760(W) AD(       ) 2
 HZ2028  NGVD 29 (07/19/86)  272.2    (m)          893.     (f) VERT ANG       
 HZ2028
 HZ2028.Superseded values are not recommended for survey control.
 HZ2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2028.See file dsdata.txt to determine how the superseded data were derived.
 HZ2028
 HZ2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5203366086(NAD 83)
 HZ2028_MARKER: DD = SURVEY DISK
 HZ2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2028+STABILITY: SURFACE MOTION
 HZ2028
 HZ2028  HISTORY     - Date     Condition        Report By
 HZ2028  HISTORY     - 1947     MONUMENTED       CGS
 HZ2028
 HZ2028                          STATION DESCRIPTION
 HZ2028
 HZ2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 HZ2028'THE AZIMUTH MARK IS 0.4 MILE WEST-NORTHWEST OF STATION CARMON, 30
 HZ2028'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A
 HZ2028'WITNESS POST, AND 1 FOOT WEST OF A FENCE. THE MARK PROJECTS 4 INCHES,
 HZ2028'AND THE DISK IS STAMPED CARMON 1947.
 HZ2028'
 HZ2028'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE TRIMBLE COUNTY
 HZ2028'COURT HOUSE SQUARE IN BEDFORD, GO SOUTHEAST ON STATE HIGHWAY 37
 HZ2028'FOR 5.9 MILE TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1575 ***********************************************************************
 HB1575  DESIGNATION -  CARNEAL
 HB1575  PID         -  HB1575
 HB1575  STATE/COUNTY-  KY/MCCRACKEN
 HB1575  USGS QUAD   -  HEATH (1978)
 HB1575
 HB1575                         *CURRENT SURVEY CONTROL
 HB1575  ___________________________________________________________________
 HB1575* NAD 83(1993)-  37 06 37.94459(N)    088 46 44.66406(W)     ADJUSTED  
 HB1575* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 HB1575  ___________________________________________________________________
 HB1575  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 HB1575  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 HB1575
 HB1575  HORZ ORDER  -  FIRST
 HB1575
 HB1575.The horizontal coordinates were established by classical geodetic methods
 HB1575.and adjusted by the National Geodetic Survey in February 2000..
 HB1575
 HB1575.The orthometric height was scaled from a topographic map.
 HB1575
 HB1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1575
 HB1575.The geoid height was determined by GEOID03.
 HB1575
 HB1575;                    North         East     Units Scale Factor Converg.
 HB1575;SPC KY1Z     - 1,090,627.353 1,230,816.922   MT  0.99999360   -1 51 35.0
 HB1575;SPC KY1Z     - 3,578,166.57  4,038,105.18   sFT  0.99999360   -1 51 35.0
 HB1575;SPC KY S     -   590,564.865   230,826.710   MT  0.99995298   -1 50 13.3
 HB1575;SPC KY S     - 1,937,544.89    757,303.96   sFT  0.99995298   -1 50 13.3
 HB1575;UTM  16      - 4,108,616.048   341,927.520   MT  0.99990781   -1 04 25.1
 HB1575
 HB1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1575!SPC KY1Z     -   0.99998656  x   0.99999360  =   0.99998016
 HB1575!SPC KY S     -   0.99998656  x   0.99995298  =   0.99993955
 HB1575!UTM  16      -   0.99998656  x   0.99990781  =   0.99989438
 HB1575
 HB1575:                Primary Azimuth Mark                     Grid Az
 HB1575:SPC KY1Z     -  SHAWNEE TVA STEAM PLANT W STK            002 58 35.0
 HB1575:SPC KY S     -  SHAWNEE TVA STEAM PLANT W STK            002 57 13.3
 HB1575:UTM  16      -  SHAWNEE TVA STEAM PLANT W STK            002 11 25.1
 HB1575
 HB1575|---------------------------------------------------------------------|
 HB1575| PID    Reference Object                     Distance      Geod. Az  |
 HB1575|                                                           dddmmss.s |
 HB1575| HB1574 SHAWNEE TVA STEAM PLANT W STK       APPROX. 4.7 KM 0010700.0 |
 HB1575| HB1573 SHAWNEE TVA STEAM PLANT E STK       APPROX. 4.6 KM 0033443.8 |
 HB1575| HB1562 METROPOLIS RADIO STA WMOK MAST      APPROX. 7.8 KM 0522647.6 |
 HB1575| CI4064 CARNEAL RM 1                         18.851 METERS 22931     |
 HB1575| CI4063 CARNEAL AZ MK                                      3011024.4 |
 HB1575| HB1568 JOPPA STEAM ELEC STA SE TOWER       APPROX.11.7 KM 3225105.8 |
 HB1575| HB1565 JOPPA STEAM ELEC STA CEN STACK      APPROX.13.0 KM 3271650.9 |
 HB1575| HB1571 JOPPA 2                             APPROX.12.2 KM 3431114.6 |
 HB1575| CI4065 CARNEAL RM 2                         14.887 METERS 35611     |
 HB1575|---------------------------------------------------------------------|
 HB1575
 HB1575                          SUPERSEDED SURVEY CONTROL
 HB1575
 HB1575  NAD 83(1993)-  37 06 37.94459(N)    088 46 44.66405(W) AD(       ) 1
 HB1575  NAD 83(1993)-  37 06 37.94918(N)    088 46 44.66304(W) AD(       ) 1
 HB1575  NAD 83(1986)-  37 06 37.95488(N)    088 46 44.66586(W) AD(       ) 1
 HB1575  NAD 27      -  37 06 37.76069(N)    088 46 44.46774(W) AD(       ) 1
 HB1575
 HB1575.Superseded values are not recommended for survey control.
 HB1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1575.See file dsdata.txt to determine how the superseded data were derived.
 HB1575
 HB1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG4192808616(NAD 83)
 HB1575_MARKER: DS = TRIANGULATION STATION DISK
 HB1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1575
 HB1575  HISTORY     - Date     Condition        Report By
 HB1575  HISTORY     - 1957     MONUMENTED       CGS
 HB1575  HISTORY     - 1957     SEE DESCRIPTION  CGS
 HB1575  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 HB1575
 HB1575                          STATION DESCRIPTION
 HB1575
 HB1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1575'THE STATION IS LOCATED ABOUT 8.5 MILES WEST OF BROOKPORT, ABOUT 10
 HB1575'MILES WEST-NORTHWEST OF PADUCAH, ABOUT 4 MILES SOUTHWEST OF
 HB1575'METROPOLIS, 0.2 MILE NORTH OF GRAHAMVILLE AND ON THE GROUNDS OF THE
 HB1575'CARNEAL CHAPEL MISSIONARY BAPTIST CHURCH. IT IS 152
 HB1575'FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 156 FEET SOUTHEAST OF
 HB1575'THE CENTER OF A T-ROAD INTERSECTION, 81 FEET
 HB1575'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 54 FEET
 HB1575'NORTH OF A FENCE AND 27 FEET SOUTHEAST OF THE SOUTHEAST
 HB1575'CORNER OF THE CHURCH. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1575'CARNEAL 1957.
 HB1575'
 HB1575'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 HB1575'HIGHWAY 358 IN THE NORTH EDGE OF PADUCAH, GO WESTERLY ON
 HB1575'HIGHWAY 358 FOR 9.0 MILES TO A T-ROAD INTERSECTION IN THE VILLAGE OF
 HB1575'GRAHAMVILLE. TURN RIGHT, NORTH, ON PAVED ROAD FOR 0.2 MILE TO
 HB1575'THE CHURCH AND THE STATION ON RIGHT, EAST, SIDE OF ROAD.
 HB1575'
 HB1575'REFERENCE MARK 1 IS 27 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME
 HB1575'HOUSE, 122 FEET EAST OF THE CENTERLINE OF A PAVED ROAD AND 1
 HB1575'FOOT NORTH OF A FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1575'CARNEAL NO 1 1957.
 HB1575'
 HB1575'REFERENCE MARK 2 IS 2 FEET EAST OF THE NORTHEAST CORNER OF THE
 HB1575'CHURCH. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1575'CARNEAL NO 2 1957.
 HB1575'THE AZIMUTH MARK IS 130
 HB1575'FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 110
 HB1575'FEET EAST OF THE CENTER OF A DRIVEWAY, 86 FEET EAST OF A POWER
 HB1575'LINE POLE, 23 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD AND 2 FEET
 HB1575'EAST OF A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE
 HB1575'DISK IS STAMPED CARNEAL 1957.
 HB1575'
 HB1575'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ON SURFACED
 HB1575'ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT, NORTH, SIDE OF
 HB1575'THE ROAD.
 HB1575'
 HB1575'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HB1575
 HB1575                          STATION RECOVERY (1957)
 HB1575
 HB1575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JE)
 HB1575'AZIMUTH MARK IN POOR CONDITION. THE MARK WAS WITHIN THE STATE ROW
 HB1575'LIMITS AND WAS REMOVED DURING THE CONSTRUCTION OF A NEW ROAD.
 HB1575
 HB1575                          STATION RECOVERY (2003)
 HB1575
 HB1575'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB1575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3271 ***********************************************************************
 GY3271  DESIGNATION -  CARR
 GY3271  PID         -  GY3271
 GY3271  STATE/COUNTY-  KY/KNOTT
 GY3271  USGS QUAD   -  VICCO (1992)
 GY3271
 GY3271                         *CURRENT SURVEY CONTROL
 GY3271  ___________________________________________________________________
 GY3271* NAD 83(1993)-  37 14 28.92426(N)    083 05 35.56667(W)     ADJUSTED  
 GY3271* NAVD 88     -       611.     (meters)    2005.     (feet)  SCALED    
 GY3271  ___________________________________________________________________
 GY3271  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 GY3271  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GY3271
 GY3271  HORZ ORDER  -  THIRD
 GY3271
 GY3271.The horizontal coordinates were established by classical geodetic methods
 GY3271.and adjusted by the National Geodetic Survey in December 1995..
 GY3271
 GY3271.The orthometric height was scaled from a topographic map.
 GY3271
 GY3271.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3271
 GY3271.The geoid height was determined by GEOID03.
 GY3271
 GY3271;                    North         East     Units Scale Factor Converg.
 GY3271;SPC KY1Z     - 1,104,132.671 1,735,695.580   MT  0.99996593   +1 37 52.2
 GY3271;SPC KY1Z     - 3,622,475.27  5,694,527.92   sFT  0.99996593   +1 37 52.2
 GY3271;SPC KY S     -   604,082.238   735,691.821   MT  0.99994671   +1 36 40.5
 GY3271;SPC KY S     - 1,981,893.14  2,413,682.25   sFT  0.99994671   +1 36 40.5
 GY3271;UTM  17      - 4,123,701.620   314,333.345   MT  1.00002466   -1 16 01.6
 GY3271
 GY3271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3271!SPC KY1Z     -   0.99990906  x   0.99996593  =   0.99987500
 GY3271!SPC KY S     -   0.99990906  x   0.99994671  =   0.99985578
 GY3271!UTM  17      -   0.99990906  x   1.00002466  =   0.99993372
 GY3271
 GY3271|---------------------------------------------------------------------|
 GY3271| PID    Reference Object                     Distance      Geod. Az  |
 GY3271|                                                           dddmmss.s |
 GY3271| DB8955 CARR RM 1                             3.948 METERS 05547     |
 GY3271| DB8956 CARR RM 2                             4.283 METERS 14559     |
 GY3271| GY3263 LOST RESET                          APPROX.11.7 KM 3161958.6 |
 GY3271|---------------------------------------------------------------------|
 GY3271
 GY3271                          SUPERSEDED SURVEY CONTROL
 GY3271
 GY3271  NAD 83(1993)-  37 14 28.93294(N)    083 05 35.57291(W) AD(       ) 3
 GY3271  NAD 83(1986)-  37 14 28.93188(N)    083 05 35.57268(W) AD(       ) 3
 GY3271  NAD 27      -  37 14 28.58500(N)    083 05 35.96800(W) AD(       ) 3
 GY3271
 GY3271.Superseded values are not recommended for survey control.
 GY3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3271.See file dsdata.txt to determine how the superseded data were derived.
 GY3271
 GY3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB1433323702(NAD 83)
 GY3271_MARKER: DS = TRIANGULATION STATION DISK
 GY3271_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3271_SP_SET: PREFABRICATED CONCRETE POST
 GY3271
 GY3271  HISTORY     - Date     Condition        Report By
 GY3271  HISTORY     - 1950     MONUMENTED       CGS
 GY3271  HISTORY     - 1980     GOOD             LOCSUR
 GY3271
 GY3271                          STATION DESCRIPTION
 GY3271
 GY3271'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3271'STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF HAZARD AND ABOUT 2 MILES
 GY3271'NORTHWEST OF VICCO.  IT IS ABOUT 40 FEET NORTHEAST OF A CLUSTER OF
 GY3271'FOUR PINE TREES AND 6 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE
 GY3271'MARK IS A CAST IRON PIPE 6 INCHES IN DIAMETER FILLED WITH CONCRETE
 GY3271'AND PROJECTS 6 INCHES WITH A STANDARD TRIANGULATION BRONZE STATION
 GY3271'MARK DISK ATOP STAMPED CARR 1950.
 GY3271'
 GY3271'REFERENCE MARK NO. 1.  THE MARK IS A CAST IRON PIPE 4 INCHES IN
 GY3271'DIAMETER FILLED WITH CONCRETE AND PROJECTS 4 INCHES WITH A
 GY3271'STANDARD TRIANGULATION BRONZE REFERENCE MARK DISK ATOP STAMPED CARR
 GY3271'NO. 1 1950.
 GY3271'
 GY3271'REFERENCE MARK NO. 2.  THE MARK IS A CAST IRON PIPE 4 INCHES IN
 GY3271'DIAMETER FILLED WITH CONCRETE AND PROJECTS 4 INCHES WITH A STANDARD
 GY3271'TRIANGULATION BRONZE REFERENCE MARK DISK ATOP STAMPED CARR NO. 2
 GY3271'1950.
 GY3271'
 GY3271'TRIANGULATION STATION LOST CAN BE USED AS THE AZIMUTH MARK.
 GY3271'
 GY3271'TO REACH THE STATION FROM THE INTERSECTION OF EAST MAIN STREET AND
 GY3271'HIGH STREET IN HAZARD, GO SOUTHEAST ON STATE HIGHWAY NO. 15 FOR 12.7
 GY3271'MILES TO A T-ROAD LEFT IN THE VILLAGE OF VICCO, THIS IS 0.1 MILE
 GY3271'AFTER PASSING THE POST OFFICE IN VICCO, TURN LEFT AND GO UP CREEK FOR
 GY3271'2.45 MILES TO A ROAD FORK AND END OF TRUCK TRAVEL, HERE PACK
 GY3271'NORTHWEST UP HILL TO THE HIGHEST POINT OF HILL AND THE STATION
 GY3271'AS DESCRIBED. (35 MINUTE PACK).
 GY3271'
 GY3271'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GY3271
 GY3271                          STATION RECOVERY (1980)
 GY3271
 GY3271'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (BQ)
 GY3271'CARR 1950 RECOVERED IN GOOD CONDITON.
 GY3271'
 GY3271'RM NO. 1 RECOVERED IN GOOD CONDITION.
 GY3271'
 GY3271'RM NO. 2 RECOVERED IN GOOD CONDITION.
 GY3271'
 GY3271'LAND NOW OWNED BY VIRGINIA IRON CORE AND COHL. NGS BUFFALO AND NGS
 GY3271'LOST STILL VISIBLE FROM CARR.
 GY3271'
 GY3271'DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES EAST OF HAZARD
 GY3271'AND 2 MILES NW OF VICCO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2660 ***********************************************************************
 GC2660  DESIGNATION -  CARROLL
 GC2660  PID         -  GC2660
 GC2660  STATE/COUNTY-  KY/CHRISTIAN
 GC2660  USGS QUAD   -  GRACEY (1974)
 GC2660
 GC2660                         *CURRENT SURVEY CONTROL
 GC2660  ___________________________________________________________________
 GC2660* NAD 83(1993)-  36 56 49.22265(N)    087 37 30.55500(W)     ADJUSTED  
 GC2660* NAVD 88     -       211.62   (+/-2cm)     694.3    (feet)  VERTCON   
 GC2660  ___________________________________________________________________
 GC2660  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 GC2660  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC2660
 GC2660  HORZ ORDER  -  FIRST
 GC2660  VERT ORDER  -  THIRD ? (See Below)
 GC2660
 GC2660.The horizontal coordinates were established by classical geodetic methods
 GC2660.and adjusted by the National Geodetic Survey in December 1995..
 GC2660
 GC2660.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2660.The vertical order pertains to the NGVD 29 superseded value.
 GC2660
 GC2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2660
 GC2660.The geoid height was determined by GEOID03.
 GC2660
 GC2660;                    North         East     Units Scale Factor Converg.
 GC2660;SPC KY1Z     - 1,069,787.466 1,332,978.955   MT  1.00003541   -1 09 04.6
 GC2660;SPC KY1Z     - 3,509,794.38  4,373,281.79   sFT  1.00003541   -1 09 04.6
 GC2660;SPC KY S     -   569,758.879   332,989.926   MT  0.99996809   -1 08 14.0
 GC2660;SPC KY S     - 1,869,283.92  1,092,484.45   sFT  0.99996809   -1 08 14.0
 GC2660;UTM  16      - 4,089,176.164   444,337.353   MT  0.99963817   -0 22 32.8
 GC2660
 GC2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2660!SPC KY1Z     -   0.99997141  x   1.00003541  =   1.00000681
 GC2660!SPC KY S     -   0.99997141  x   0.99996809  =   0.99993950
 GC2660!UTM  16      -   0.99997141  x   0.99963817  =   0.99960959
 GC2660
 GC2660:                Primary Azimuth Mark                     Grid Az
 GC2660:SPC KY1Z     -  CARROLL AZ MK                            087 26 40.3
 GC2660:SPC KY S     -  CARROLL AZ MK                            087 25 49.7
 GC2660:UTM  16      -  CARROLL AZ MK                            086 40 08.5
 GC2660
 GC2660|---------------------------------------------------------------------|
 GC2660| PID    Reference Object                     Distance      Geod. Az  |
 GC2660|                                                           dddmmss.s |
 GC2660| CG5039 CARROLL AZ MK                                      0861735.7 |
 GC2660| CG5041 CARROLL RM 2                         57.888 METERS 16523     |
 GC2660| CG5040 CARROLL RM 1                         87.844 METERS 32244     |
 GC2660|---------------------------------------------------------------------|
 GC2660
 GC2660                          SUPERSEDED SURVEY CONTROL
 GC2660
 GC2660  NAD 83(1986)-  36 56 49.23198(N)    087 37 30.55807(W) AD(       ) 1
 GC2660  NAD 27      -  36 56 49.06100(N)    087 37 30.52500(W) AD(       ) 1
 GC2660  NGVD 29 (07/19/86)  211.68   (m)          694.5    (f) LEVELING    3  
 GC2660
 GC2660.Superseded values are not recommended for survey control.
 GC2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2660.See file dsdata.txt to determine how the superseded data were derived.
 GC2660
 GC2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4433789176(NAD 83)
 GC2660_MARKER: DS = TRIANGULATION STATION DISK
 GC2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2660
 GC2660  HISTORY     - Date     Condition        Report By
 GC2660  HISTORY     - 1930     MONUMENTED       CGS
 GC2660  HISTORY     - 1934     GOOD             CGS
 GC2660
 GC2660                          STATION DESCRIPTION
 GC2660
 GC2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2660'ABOUT 9 MILES NORTHWEST OF HOPKINSVILLE, ON A PROMINENT HIGH KNOB
 GC2660'KNOWN AS CARROLL HILL, ON LAND OWNED BY B.W. MCCARGO.
 GC2660'
 GC2660'REACHED FROM HOPKINSVILLE BY PRINCETON PIKE 9-1/2 MILES NORTHWEST TO
 GC2660'MCCARGOS HOUSE ON SOUTH SIDE OF ROAD, AND AT BOTTOM OF GRADE
 GC2660'KNOWN AS CARROLL GRADE.  TURN IN AT HOUSE AND FOLLOW SOUTHWEST ACROSS
 GC2660'FIELDS TO TOP OF HILL ABOUT 1/4 MILE FROM HOUSE.
 GC2660'
 GC2660'STATION IS ON NORTHEAST END OF HILL, ABOUT 35 METERS SOUTHEAST OF
 GC2660'SMALL DRAW ON NORTHERN SLOPE, 20 METERS SOUTH OF CLUMP OF SMALL
 GC2660'OAK TREES, AND 40 METERS WEST OF EDGE OF BRUSH ON EAST SLOPE.  MARK
 GC2660'IS STANDARD DISK SET IN CONCRETE AND BURIED 1 FOOT BELOW SURFACE ON
 GC2660'ACCOUNT OF FREQUENT CULTIVATION.
 GC2660'
 GC2660'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GC2660'SET IN CONCRETE.
 GC2660'
 GC2660'REFERENCE MARK NO. 1 IS NORTHWEST OF STATION, 1 FOOT EAST OF NORTH
 GC2660'AND SOUTH FENCE, AND ABOUT ON EDGE OF SLOPE.
 GC2660'
 GC2660'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION, 1-1/2 FEET WEST OF
 GC2660'FENCE LINE AND ABOUT 20 METERS NORTHWEST OF 2-FOOT PINOAK TREE.
 GC2660'MEASUREMENTS ALONG GROUND.
 GC2660'
 GC2660'HEIGHT OF SIGNAL ABOVE STATION MARK-1-1/2 METERS.
 GC2660
 GC2660                          STATION RECOVERY (1934)
 GC2660
 GC2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2660'ON A PROMINENT HIGH KNOB KNOWN AS CARROLL HILL, ON THE PROPERTY OF
 GC2660'B.W. MCCARGO, ABOUT 9 MILES NORTHWEST OF HOPKINSVILLE.
 GC2660'
 GC2660'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 41 AND 68 AT
 GC2660'HOPKINSVILLE, GO WEST ON U.S. HIGHWAY 68 FOR 1.6 MILES AND KEEP
 GC2660'STRAIGHT AHEAD ON PRINCETON ROAD, WHERE U.S. HIGHWAY 68 TURNS LEFT,
 GC2660'FOLLOW 7.8 MILES, OR 1.5 MILES PAST SCHOOL AT SINKING FORK, KY., TO
 GC2660'THE HOUSE OF A.L. WILLIAMSON, THE STATION IS LOCATED ON THE KNOB
 GC2660'ABOUT 1/4 MILE TO THE WEST.  THE STATION WAS RECOVERED IN GOOD
 GC2660'CONDITION.  BOTH THE OLD REFERENCE MARKS WERE
 GC2660'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL REFERENCE MARK
 GC2660'WAS ESTABLISHED.
 GC2660'
 GC2660'THE STATION IS LOCATED AT THE NORTHEAST END OF KNOB, ABOUT 35 METERS
 GC2660'SOUTHEAST OF SMALL DRAW ON NORTH SLOPE, 20 METERS SOUTH OF SMALL
 GC2660'CLUMP OF OAK TREES, AND 40 METERS WEST OF EDGE OF BRUSH ON EAST
 GC2660'SLOPE.
 GC2660'
 GC2660'REFERENCE MARK NO. 1 IS NORTHWEST OF STATION, 1 FOOT EAST OF
 GC2660'NORTH-AND-SOUTH FENCE LINE, NEAR EDGE OF SLOPE.
 GC2660'
 GC2660'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION IN BRUSH AT EDGE
 GC2660'OF SLOPE.
 GC2660'
 GC2660'AZIMUTH MARK IS LOCATED ABOUT 0.25 MILE EAST OF STATION ON THE
 GC2660'RIGHT-OF-WAY OF THE PRINCETON ROAD, 4 FEET
 GC2660'SOUTH-SOUTHWEST OF FENCE LINE, AND 39 FEET NORTH-NORTHEAST OF THE
 GC2660'CENTER LINE OF HIGHWAY.
 GC2660'
 GC2660'A 50-FOOT TOWER WILL CLEAR ALL LINES.
 GC2660'
 GC2660'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2019 ***********************************************************************
 HZ2019  DESIGNATION -  CARROLLTON FURN MFG CO TANK
 HZ2019  PID         -  HZ2019
 HZ2019  STATE/COUNTY-  KY/CARROLL
 HZ2019  USGS QUAD   -  CARROLLTON (1994)
 HZ2019
 HZ2019                         *CURRENT SURVEY CONTROL
 HZ2019  ___________________________________________________________________
 HZ2019* NAD 83(1993)-  38 40 29.89097(N)    085 10 52.64363(W)     ADJUSTED  
 HZ2019* NAVD 88     -                                                        
 HZ2019  ___________________________________________________________________
 HZ2019  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 HZ2019  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ2019
 HZ2019  HORZ ORDER  -  THIRD
 HZ2019
 HZ2019.The horizontal coordinates were established by classical geodetic methods
 HZ2019.and adjusted by the National Geodetic Survey in April 1998..
 HZ2019
 HZ2019
 HZ2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2019
 HZ2019.The geoid height was determined by GEOID03.
 HZ2019
 HZ2019;                    North         East     Units Scale Factor Converg.
 HZ2019;SPC KY1Z     - 1,260,041.030 1,549,489.704   MT  1.00000201   +0 20 57.0
 HZ2019;SPC KY1Z     - 4,133,984.61  5,083,617.47   sFT  1.00000201   +0 20 57.0
 HZ2019;SPC KY N     -   130,829.319   418,961.836   MT  0.99996863   -0 34 45.6
 HZ2019;SPC KY N     -   429,229.19  1,374,543.96   sFT  0.99996863   -0 34 45.6
 HZ2019;SPC IN E     -   380,526.907   142,236.837   MT  0.99998863   +0 18 11.9
 HZ2019;SPC IN E     - 1,248,445.36    466,655.36   sFT  0.99998863   +0 18 11.9
 HZ2019;UTM  16      - 4,282,278.037   658,209.151   MT  0.99990824   +1 08 12.3
 HZ2019
 HZ2019                          SUPERSEDED SURVEY CONTROL
 HZ2019
 HZ2019  NAD 83(1993)-  38 40 29.89147(N)    085 10 52.64459(W) AD(       ) 4
 HZ2019  NAD 83(1986)-  38 40 29.89320(N)    085 10 52.65188(W) AD(       ) 4
 HZ2019  NAD 27      -  38 40 29.66000(N)    085 10 52.82000(W) AD(       ) 3
 HZ2019
 HZ2019.Superseded values are not recommended for survey control.
 HZ2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2019.See file dsdata.txt to determine how the superseded data were derived.
 HZ2019
 HZ2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5820982278(NAD 83)
 HZ2019_MARKER: 53 = ELEVATED TANK
 HZ2019
 HZ2019  HISTORY     - Date     Condition        Report By
 HZ2019  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2019
 HZ2019                          STATION DESCRIPTION
 HZ2019
 HZ2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2019'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE TOWN OF
 HZ2019'CARROLLTON, AND ON THE PROPERTY OF THE CARROLLTON FURNITURE
 HZ2019'MANUF. CO. THE WATER TANK IS A FOUR LEGGED STEEL STRUCTURE ABOUT 75
 HZ2019'FEET HIGH AND PAINTED A SILVER COLOR.  THE POINT INTERSECTED WAS
 HZ2019'THE APEX OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2891 ***********************************************************************
 GZ2891  DESIGNATION -  CARTERS
 GZ2891  PID         -  GZ2891
 GZ2891  STATE/COUNTY-  KY/GARRARD
 GZ2891  USGS QUAD   -  PAINT LICK (1952)
 GZ2891
 GZ2891                         *CURRENT SURVEY CONTROL
 GZ2891  ___________________________________________________________________
 GZ2891* NAD 83(1993)-  37 31 16.48826(N)    084 26 44.28231(W)     ADJUSTED  
 GZ2891* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 GZ2891  ___________________________________________________________________
 GZ2891  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 GZ2891  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GZ2891
 GZ2891  HORZ ORDER  -  SECOND
 GZ2891
 GZ2891.The horizontal coordinates were established by classical geodetic methods
 GZ2891.and adjusted by the National Geodetic Survey in December 1995..
 GZ2891
 GZ2891.The orthometric height was scaled from a topographic map.
 GZ2891
 GZ2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2891
 GZ2891.The geoid height was determined by GEOID03.
 GZ2891
 GZ2891;                    North         East     Units Scale Factor Converg.
 GZ2891;SPC KY1Z     - 1,132,643.701 1,615,293.944   MT  0.99992404   +0 48 03.0
 GZ2891;SPC KY1Z     - 3,716,015.21  5,299,510.21   sFT  0.99992404   +0 48 03.0
 GZ2891;SPC KY S     -   632,624.600   615,297.111   MT  0.99995072   +0 47 27.8
 GZ2891;SPC KY S     - 2,075,535.88  2,018,687.27   sFT  0.99995072   +0 47 27.8
 GZ2891;UTM  16      - 4,155,764.375   725,736.095   MT  1.00022771   +1 33 23.1
 GZ2891
 GZ2891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2891!SPC KY1Z     -   0.99993843  x   0.99992404  =   0.99986247
 GZ2891!SPC KY S     -   0.99993843  x   0.99995072  =   0.99988915
 GZ2891!UTM  16      -   0.99993843  x   1.00022771  =   1.00016612
 GZ2891
 GZ2891|---------------------------------------------------------------------|
 GZ2891| PID    Reference Object                     Distance      Geod. Az  |
 GZ2891|                                                           dddmmss.s |
 GZ2891| DB8962 CARTERS RM 1                                       02322     |
 GZ2891| DB8961 CARTERS AZ MK                                      2212611.6 |
 GZ2891| DB8963 CARTERS RM 2                                       23142     |
 GZ2891|---------------------------------------------------------------------|
 GZ2891
 GZ2891                          SUPERSEDED SURVEY CONTROL
 GZ2891
 GZ2891  NAD 83(1986)-  37 31 16.49562(N)    084 26 44.28896(W) AD(       ) 2
 GZ2891  NAD 27      -  37 31 16.19500(N)    084 26 44.51500(W) AD(       ) 2
 GZ2891
 GZ2891.Superseded values are not recommended for survey control.
 GZ2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2891.See file dsdata.txt to determine how the superseded data were derived.
 GZ2891
 GZ2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2573655764(NAD 83)
 GZ2891_MARKER: DS = TRIANGULATION STATION DISK
 GZ2891_SETTING: 0 = UNSPECIFIED SETTING
 GZ2891
 GZ2891  HISTORY     - Date     Condition        Report By
 GZ2891  HISTORY     - 1951     MONUMENTED       CGS
 GZ2891
 GZ2891                          STATION DESCRIPTION
 GZ2891
 GZ2891'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2891'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF BEREA AND ABOUT 6
 GZ2891'MILES SOUTH OF PAINT LICK.  IT IS 13 FEET NORTHEAST OF A FENCE
 GZ2891'CORNER, 11 FEET NORTHEAST OF A WHITE WITNESS POST AND 10 FEET
 GZ2891'SOUTHEAST OF A 12 INCH PINE TREE.  THE MARK IS A CAST IRON PIPE 6
 GZ2891'INCHES IN DIAMETER FILLED WITH CONCRETE AND PROJECTS 4 INCHES WITH A
 GZ2891'STANDARD TRIANGULATION BRONZE STATION MARK DISK ATOP STAMPED
 GZ2891'CARTERS 1951.
 GZ2891'
 GZ2891'REFERENCE MARK NO. 1 IS ABOUT 12 FEET LOWER IN ELEVATION THAN THE
 GZ2891'STATION MARK.  THE MARK IS A CAST IRON PIPE 4 INCHES IN DIAMETER
 GZ2891'FILLED WITH CONCRETE AND PROJECTS 1 INCH WITH A STANDARD
 GZ2891'TRIANGULATION BRONZE REFERENCE MARK DISK ATOP STAMPED CARTERS
 GZ2891'NO 1 1951.
 GZ2891'
 GZ2891'REFERENCE MARK NO. 2 IS 15 FEET SOUTHWEST OF A FENCELINE AND 15 FEET
 GZ2891'LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK IS A CAST IRON
 GZ2891'PIPE 4 INCHES IN DIAMETER FILLED WITH CONCRETE AND PROJECTS 4 INCHES
 GZ2891'WITH A STANDARD TRIANGULATION BRONZE REFERENCE MARK DISK ATOP STAMPED
 GZ2891'CARTERS NO 2 1951.
 GZ2891'
 GZ2891'AZIMUTH MARK IS 250 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 GZ2891'HOUSE, 200 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 3 FEET
 GZ2891'SOUTH OF A WHITE WITNESS POST AND 1 FOOT SOUTHEAST OF A FENCELINE.
 GZ2891'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CARTERS 1951.
 GZ2891'
 GZ2891'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 21 AND
 GZ2891'NO. 52 IN PAINT LICK, GO SOUTH ON STATE HIGHWAY NO.  52 FOR 3.6 MILES
 GZ2891'TO A GRAVEL T-ROAD LEFT, TURN LEFT AND GO 2.8 MILES TO A T-ROAD
 GZ2891'RIGHT, TURN RIGHT AND GO 0.95 MILE TO WHERE ROAD FORKS, TURN LEFT
 GZ2891'AND GO 0.35 MILE TO WHERE ROAD FORKS, TURN RIGHT AND GO 0.3 MILE TO
 GZ2891'WHERE ROAD FORKS, TURN RIGHT AND GO 0.15 MILE TO WHERE ROAD FORKS,
 GZ2891'TURN LEFT AND GO 0.35 MILE TO A T-ROAD LEFT, TURN LEFT AND GO 1.1
 GZ2891'MILE TO THE TOP OF RIDGE AND END OF TRUCK TRAVEL, HERE PACK EAST
 GZ2891'ACROSS THE TOP OF RIDGE TO THE HIGHEST POINT OF HILL AND THE
 GZ2891'STATION AS DESCRIBED.  (30 MINUTE PACK)
 GZ2891'
 GZ2891'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO SOUTH ON
 GZ2891'DIRT ROAD FOR 0.75 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT ON
 GZ2891'DIRVEWAY AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GZ2891'DESCRIBED.
 GZ2891'
 GZ2891'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2374 ***********************************************************************
 GB2374  DESIGNATION -  CARY
 GB2374  PID         -  GB2374
 GB2374  STATE/COUNTY-  KY/CUMBERLAND
 GB2374  USGS QUAD   -  BLACKS FERRY (1982)
 GB2374
 GB2374                         *CURRENT SURVEY CONTROL
 GB2374  ___________________________________________________________________
 GB2374* NAD 83(1993)-  36 44 31.50436(N)    085 26 10.22349(W)     ADJUSTED  
 GB2374* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 GB2374  ___________________________________________________________________
 GB2374  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GB2374  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB2374
 GB2374  HORZ ORDER  -  FIRST
 GB2374
 GB2374.The horizontal coordinates were established by classical geodetic methods
 GB2374.and adjusted by the National Geodetic Survey in December 1995..
 GB2374
 GB2374.The orthometric height was scaled from a topographic map.
 GB2374
 GB2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2374
 GB2374.The geoid height was determined by GEOID03.
 GB2374
 GB2374;                    North         East     Units Scale Factor Converg.
 GB2374;SPC KY1Z     - 1,045,413.884 1,528,031.040   MT  1.00009911   +0 11 33.6
 GB2374;SPC KY1Z     - 3,429,828.72  5,013,215.17   sFT  1.00009911   +0 11 33.6
 GB2374;SPC KY S     -   545,407.232   528,028.219   MT  0.99999842   +0 11 25.2
 GB2374;SPC KY S     - 1,789,390.23  1,732,372.58   sFT  0.99999842   +0 11 25.2
 GB2374;SPC TN       -   267,406.522   650,359.612   MT  1.00007392   +0 19 48.3
 GB2374;SPC TN       -   877,316.23  2,133,721.49   sFT  1.00007392   +0 19 48.3
 GB2374;UTM  16      - 4,067,401.559   639,616.686   MT  0.99984015   +0 56 08.4
 GB2374
 GB2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2374!SPC KY1Z     -   0.99995745  x   1.00009911  =   1.00005655
 GB2374!SPC KY S     -   0.99995745  x   0.99999842  =   0.99995587
 GB2374!SPC TN       -   0.99995745  x   1.00007392  =   1.00003136
 GB2374!UTM  16      -   0.99995745  x   0.99984015  =   0.99979760
 GB2374
 GB2374|---------------------------------------------------------------------|
 GB2374| PID    Reference Object                     Distance      Geod. Az  |
 GB2374|                                                           dddmmss.s |
 GB2374| CG5049 CARY RM 1                            10.034 METERS 09321     |
 GB2374| CG5050 CARY RM 2                             8.030 METERS 18852     |
 GB2374| CG5048 CARY AZ MK                                         3502343.6 |
 GB2374|---------------------------------------------------------------------|
 GB2374
 GB2374                          SUPERSEDED SURVEY CONTROL
 GB2374
 GB2374  NAD 83(1986)-  36 44 31.51502(N)    085 26 10.22946(W) AD(       ) 1
 GB2374  NAD 27      -  36 44 31.29400(N)    085 26 10.35800(W) AD(       ) 1
 GB2374
 GB2374.Superseded values are not recommended for survey control.
 GB2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2374.See file dsdata.txt to determine how the superseded data were derived.
 GB2374
 GB2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3961767402(NAD 83)
 GB2374_MARKER: DS = TRIANGULATION STATION DISK
 GB2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2374
 GB2374  HISTORY     - Date     Condition        Report By
 GB2374  HISTORY     - 1938     MONUMENTED       CGS
 GB2374  HISTORY     - 1939     GOOD             CGS
 GB2374  HISTORY     - 1950     GOOD             CGS
 GB2374
 GB2374                          STATION DESCRIPTION
 GB2374
 GB2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (GCM)
 GB2374'ON THE HIGHEST PART OF RIDGE LOCALLY KNOWN AS STOCKTON RIDGE, ABOUT 5
 GB2374'MILES AIR LINE SOUTHWEST OF BURKESVILLE, AND 6-3/4 MILES AIRLINE
 GB2374'NORTH-NORTHWEST OF MARROWBONE, 5.00 METERS WEST OF TRAIL OVER HIGHEST
 GB2374'POINT OF RIDGE, 10.00 METERS NORTHWEST OF A 10-INCH HICKORY
 GB2374'TREE MARKED WITH A TRIANGULAR BLAZE, ON THE PROPERTY OF MR. WILL
 GB2374'CARY.
 GB2374'
 GB2374'TO REACH FROM THE COURTHOUSE IN BURKESVILLE GO NORTHWEST ON ROUTE NO.
 GB2374'90 FOR 2.8 MILES TO A GRADED DIRT ROAD TO LEFT OFF ROUTE NO. 90, TURN
 GB2374'LEFT AND GO 2.75 MILES TO LESLIE POST OFFICE, CONTINUE FOR 0.2 MILE
 GB2374'TO A T-ROAD LEFT, TURN LEFT AND GO 100 FEET TO FORKS, TAKE RIGHT
 GB2374'FORK THRU GATE AND GO 0.75 MILE TO GATE, PASS THRU GATE ND GO 0.15
 GB2374'MILE TO FORKS, TAKE RIGHT FORKS AND GO 0.8 MILE TO FORKS, TAKE RIGHT
 GB2374'FORK AND GO 0.15 MILE TO FORKS, TAKE LEFT FORK THRU GATE (MORES
 GB2374'CHAPEL SCHOOLHOUSE ON LEFT) AND GO 0.55 MILE TO GATE, PASS THRU GATE
 GB2374'AND GO 0.2 MILE TO FORKS, TAKE RIGHT FORKS AND GO 0.15 MILE TO
 GB2374'FORKS, TAKE LEFT FORK AND GO 0.05 MILE TO BAR GATE, PASS THRU BAR
 GB2374'GATE AND GO 0.15 MILE TO BAR GATE, PASS THRU BAR GATE AND GO 0.5
 GB2374'MILE TO HIGHEST POINT AND STATION. (REQUIRED A 90-FOOT TOWER.)
 GB2374'
 GB2374'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GB2374'SET IN CONCRETE.
 GB2374'
 GB2374'REFERENCE MARK NO. 1 IS EAST OF THE ROAD. REFERENCE MARK NO. 2 IS
 GB2374'WEST OF THE ROAD. REFERENCE MARK NO. 3 IS IN THE NORTHWEST
 GB2374'CORNER OF THE FIRST CLEARED FIELD NORTH OF THE STATION, 8 FEET EAST
 GB2374'OF THE EAST EDGE OF THE TRAIL, AND AT THE TRAIL, AND AT THE EDGE OF
 GB2374'THE TREE LINE ABOUT 0.3 MILE NORTH OF THE STATION. A STANDARD AZIMUTH
 GB2374'MARK DISK SET IN A SQUARE CONCRETE POST AND STAMPED CARY NO. 3
 GB2374'1938.
 GB2374
 GB2374                          STATION RECOVERY (1939)
 GB2374
 GB2374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 GB2374'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN EXCELLENT
 GB2374'CONDITION. THE DESCRIPTION IS NOT COMPLETE, AND NEW DIRECTIONS TO
 GB2374'REACH THE STATION ARE NECESSARY.  NEW DESCRIPTION FOLLOWS.
 GB2374'
 GB2374'THE STATION IS LOCATED ABOUT 6 MILES AIRLINE, 10.5 MILES BY ROAD,
 GB2374'SOUTHWEST OF BURKESVILLE ON PROPERTY OWNED BY MR. WILL CARY. THE MARK
 GB2374'IS SET ON THE TOP OF A HIGH RIDGE LOCALLY KNOWN AS STOCKTON RIDGE AT
 GB2374'THE WEST END OF A LOOP IN THE CUMBERLAND RIVER VALLEY. THE
 GB2374'MARK, NOTE 1A, IS SET 18 FEET WEST OF THE CENTER LINE OF THE TRAIL,
 GB2374'27.5 FEET NORTHWEST OF A TRIANGLE-BLAZED 14-INCH HICKORY TREE. THE
 GB2374'MARK PROJECTS 4 INCHES AND IS STAMPED CARY 1938.
 GB2374'
 GB2374'TO REACH THE STATION FROM THE COURTHOUSE IN BURKESVILLE, GO
 GB2374'WEST-NORTHWEST ON STATE ROUTE 90 FOR 2.8 MILES TO SIDE ROAD LEFT,
 GB2374'TURN LEFT AND GO 6.1 MILES TO T ROAD LEFT, TURN LEFT AND GO 0.95 MILE
 GB2374'TO T ROAD RIGHT, TURN RIGHT AND FOLLOW MAIN TRAIL 0.7 MILE TO
 GB2374'STATION ON RIGHT, BLAZED HICKORY TREE ON LEFT.
 GB2374'
 GB2374'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 13 FEET EAST
 GB2374'OF THE CENTER LINE OF THE TRAIL, 21 FEET NORTHEAST OF BLAZED HICKORY
 GB2374'TREE. THE MARK PROJECTS 2 INCHES AND IS STAMPED CARY NO. 1, 1938.
 GB2374'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 14 FEET
 GB2374'WEST OF THE CENTER LINE OF THE TRAIL, 22 FEET WEST-SOUTHWEST OF
 GB2374'BLAZED HICKORY TREE, PROJECTS 3 INCHES AND IS STAMPED CARY NO.
 GB2374'2, 1938.
 GB2374'
 GB2374'THE AZIMUTH MARK IS NORTH OF THE STATION, SET AT THE NORTH END OF A
 GB2374'CULTIVATED FIELD, 14 FEET EAST OF THE CENTER LINE OF THE TRAIL. THE
 GB2374'MARK IS NOT VISIBLE FROM THE GROUND AND COULD NOT BE SEEN FROM A
 GB2374'90-FOOT TOWER BECAUSE OF SURROUNDING TIMBER. THE MARK IS STAMPED
 GB2374'CARY NO. 3 1938, AND IS APPROXIMATELY 0.25 MILE NORTH OF THE
 GB2374'STATION.
 GB2374
 GB2374                          STATION RECOVERY (1950)
 GB2374
 GB2374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2374'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GB2374'CONDITION. A DIRECTION TO THE AZIMUTH MARK WAS TAKEN BY THIS PARTY. A
 GB2374'NEW TO REACH THE STATION FOLLOWS.
 GB2374'
 GB2374'TO REACH THE STATION FROM THE CUMBERLAND COUNTY COURT HOUSE IN
 GB2374'PURKESVILLE, GO NORTHWEST ON STATE HIGHWAY NO. 90 FOR 2.8 MILES TO
 GB2374'THE JUNCTION OF STATE HIGHWAY NO. 100, TURN LEFT ON STATE HIGHWAY NO.
 GB2374'100 AND GO SOUTH FOR 4.5 MILES TO A GRAVEL T-ROAD INTERSECTION,
 GB2374'CONTINUE STRAIGHT AHEAD (SOUTH) ON GRAVEL ROAD FOR 1.6 MILE TO A DIM
 GB2374'ROAD LEFT, TURN LEFT AND GO 0.6 MILE TO THE THRASHER HOME ON THE
 GB2374'LEFT, CONTINUE ON DIM ROAD UP HILL FOR ABOUT 1 MILE TO THE TOP OF
 GB2374'HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2984 ***********************************************************************
 GZ2984  DESIGNATION -  CASEY
 GZ2984  PID         -  GZ2984
 GZ2984  STATE/COUNTY-  KY/CASEY
 GZ2984  USGS QUAD   -  ELI (1973)
 GZ2984
 GZ2984                         *CURRENT SURVEY CONTROL
 GZ2984  ___________________________________________________________________
 GZ2984* NAD 83(1993)-  37 06 46.37089(N)    084 58 04.59548(W)     ADJUSTED  
 GZ2984* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 GZ2984  ___________________________________________________________________
 GZ2984  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 GZ2984  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GZ2984
 GZ2984  HORZ ORDER  -  THIRD
 GZ2984
 GZ2984.The horizontal coordinates were established by classical geodetic methods
 GZ2984.and adjusted by the National Geodetic Survey in December 1995..
 GZ2984
 GZ2984.The orthometric height was scaled from a topographic map.
 GZ2984
 GZ2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2984
 GZ2984.The geoid height was determined by GEOID03.
 GZ2984
 GZ2984;                    North         East     Units Scale Factor Converg.
 GZ2984;SPC KY1Z     - 1,086,809.346 1,569,507.848   MT  0.99999306   +0 28 48.5
 GZ2984;SPC KY1Z     - 3,565,640.33  5,149,293.66   sFT  0.99999306   +0 28 48.5
 GZ2984;SPC KY S     -   586,796.805   569,505.071   MT  0.99995282   +0 28 27.4
 GZ2984;SPC KY S     - 1,925,182.52  1,868,451.22   sFT  0.99995282   +0 28 27.4
 GZ2984;UTM  16      - 4,109,327.024   680,547.184   MT  1.00000157   +1 13 35.2
 GZ2984
 GZ2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2984!SPC KY1Z     -   0.99995503  x   0.99999306  =   0.99994809
 GZ2984!SPC KY S     -   0.99995503  x   0.99995282  =   0.99990786
 GZ2984!UTM  16      -   0.99995503  x   1.00000157  =   0.99995660
 GZ2984
 GZ2984|---------------------------------------------------------------------|
 GZ2984| PID    Reference Object                     Distance      Geod. Az  |
 GZ2984|                                                           dddmmss.s |
 GZ2984| DB8965 CASEY RM 1                           26.058 METERS 04929     |
 GZ2984| DB8966 CASEY RM 2                           24.971 METERS 12734     |
 GZ2984| DB8964 CASEY AZ MK                                        1824901.4 |
 GZ2984| GZ2711 DICKERSON 2                         APPROX. 7.6 KM 3074321.0 |
 GZ2984|---------------------------------------------------------------------|
 GZ2984
 GZ2984                          SUPERSEDED SURVEY CONTROL
 GZ2984
 GZ2984  NAD 83(1986)-  37 06 46.38046(N)    084 58 04.60366(W) AD(       ) 3
 GZ2984  NAD 27      -  37 06 46.12900(N)    084 58 04.78000(W) AD(       ) 3
 GZ2984
 GZ2984.Superseded values are not recommended for survey control.
 GZ2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2984.See file dsdata.txt to determine how the superseded data were derived.
 GZ2984
 GZ2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG8054709327(NAD 83)
 GZ2984_MARKER: DS = TRIANGULATION STATION DISK
 GZ2984_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GZ2984
 GZ2984  HISTORY     - Date     Condition        Report By
 GZ2984  HISTORY     - 1951     MONUMENTED       CGS
 GZ2984
 GZ2984                          STATION DESCRIPTION
 GZ2984
 GZ2984'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2984'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHEAST OF RUSSELL SPRINGS AND
 GZ2984'ABOUT 0.1 MILE EAST OF THE RUSSELL-CASEY COUNTY LINE, IN AN OPEN
 GZ2984'FIELD AND IS ON THE PROPERTY OF MR. LOUIE HOLT. IT IS ABOUT 200 FEET
 GZ2984'SOUTH OF THE CENTER OF STATE HIGHWAY 80 AND IS 66 FEET WEST OF
 GZ2984'A NORTH-SOUTH FENCE LINE. THE MARK IS ABOUT 18 INCHES BELOW THE
 GZ2984'SURFACE OF THE GROUND AND THE DISK IS STAMPED CASEY 1951.
 GZ2984'
 GZ2984'REFERENCE MARK NO. 1 IS 186 FEET SOUTH OF THE CENTER OF HIGHWAY 80, 6
 GZ2984'FEET EAST OF THE CENTER OF A FARM LANE AND 1 FOOT WEST OF A FENCE
 GZ2984'LINE. THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED CASEY
 GZ2984'NO 1 1951.
 GZ2984'
 GZ2984'REFERENCE MARK NO.2 IS 68 FEET NORTH OF A TRIPLE TRUNKED MAPLE TREE,
 GZ2984'5 FEET EAST OF THE CENTER OF THE FARM LANE AND 1 FOOT WEST OF A
 GZ2984'FENCE LINE. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 GZ2984'CASEY NO 2 1951.
 GZ2984'
 GZ2984'AZIMUTH MARK IS 12 FEET SOUTHEAST OF THE CENTER OF A FARM LANE, 7
 GZ2984'FEET EAST OF A TWIN 6 INCH OAK TREE AND 1 FOOT NORTHWEST OF A
 GZ2984'FENCE LINE. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 GZ2984'CASEY 1951.
 GZ2984'
 GZ2984'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 35 AND 80,
 GZ2984'ABOUT 1/2 MILE NORTHEAST OF RUSSELL SPRINGS, GO NORTHEAST ON
 GZ2984'HIGHWAY 80 FOR 7.3 MILES TO RUSSELL-CASEY COUNTY LINE, CONTINUE EAST
 GZ2984'ON HIGHWAY 80 FOR 0.15 MILE TO A STORE ON THE LEFT AND A FARM LANE
 GZ2984'RIGHT, TURN RIGHT, SOUTH ON FARM LANE FOR 186 FEET AND REFERENCE MARK
 GZ2984'NO. 1 ON THE LEFT, AND THE STATION ON THE RIGHT AS DESCRIBED.
 GZ2984'
 GZ2984'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ACROSS FIELD FOR
 GZ2984'0.1 MILE TO MARK NEAR AN OLD GATE AND BY TREE AS DESCRIBED.
 GZ2984'
 GZ2984'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2686 ***********************************************************************
 GC2686  DESIGNATION -  CASEY
 GC2686  PID         -  GC2686
 GC2686  STATE/COUNTY-  KY/TRIGG
 GC2686  USGS QUAD   -  JOHNSON HOLLOW (1982)
 GC2686
 GC2686                         *CURRENT SURVEY CONTROL
 GC2686  ___________________________________________________________________
 GC2686* NAD 83(1993)-  36 43 22.06540(N)    087 48 13.86782(W)     ADJUSTED  
 GC2686* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 GC2686  ___________________________________________________________________
 GC2686  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 GC2686  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC2686
 GC2686  HORZ ORDER  -  THIRD
 GC2686
 GC2686.The horizontal coordinates were established by classical geodetic methods
 GC2686.and adjusted by the National Geodetic Survey in December 1995..
 GC2686
 GC2686.The orthometric height was scaled from a topographic map.
 GC2686
 GC2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2686
 GC2686.The geoid height was determined by GEOID03.
 GC2686
 GC2686;                    North         East     Units Scale Factor Converg.
 GC2686;SPC KY1Z     - 1,045,245.184 1,316,517.084   MT  1.00010576   -1 15 39.5
 GC2686;SPC KY1Z     - 3,429,275.24  4,319,273.13   sFT  1.00010576   -1 15 39.5
 GC2686;SPC KY S     -   545,214.465   316,535.773   MT  1.00000193   -1 14 44.1
 GC2686;SPC KY S     - 1,788,757.79  1,038,501.12   sFT  1.00000193   -1 14 44.1
 GC2686;SPC TN       -   266,605.930   438,853.177   MT  1.00006864   -1 03 21.8
 GC2686;SPC TN       -   874,689.62  1,439,804.13   sFT  1.00006864   -1 03 21.8
 GC2686;UTM  16      - 4,064,423.051   428,216.915   MT  0.99966348   -0 28 50.4
 GC2686
 GC2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2686!SPC KY1Z     -   0.99997147  x   1.00010576  =   1.00007722
 GC2686!SPC KY S     -   0.99997147  x   1.00000193  =   0.99997340
 GC2686!SPC TN       -   0.99997147  x   1.00006864  =   1.00004010
 GC2686!UTM  16      -   0.99997147  x   0.99966348  =   0.99963496
 GC2686
 GC2686|---------------------------------------------------------------------|
 GC2686| PID    Reference Object                     Distance      Geod. Az  |
 GC2686|                                                           dddmmss.s |
 GC2686| CG5052 CASEY RM 1                           28.454 METERS 06104     |
 GC2686| CG5053 CASEY RM 2                           25.694 METERS 14549     |
 GC2686| CG5051 CASEY AZ MK                                        2054412.6 |
 GC2686|---------------------------------------------------------------------|
 GC2686
 GC2686                          SUPERSEDED SURVEY CONTROL
 GC2686
 GC2686  NAD 83(1986)-  36 43 22.07389(N)    087 48 13.87046(W) AD(       ) 3
 GC2686  NAD 27      -  36 43 21.89600(N)    087 48 13.81200(W) AD(       ) 3
 GC2686
 GC2686.Superseded values are not recommended for survey control.
 GC2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2686.See file dsdata.txt to determine how the superseded data were derived.
 GC2686
 GC2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2821764423(NAD 83)
 GC2686_MARKER: DS = TRIANGULATION STATION DISK
 GC2686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2686
 GC2686  HISTORY     - Date     Condition        Report By
 GC2686  HISTORY     - 1953     MONUMENTED       CGS
 GC2686
 GC2686                          STATION DESCRIPTION
 GC2686
 GC2686'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2686'STATION IS LOCATED 10 MILES SOUTH OF CADIZ AND 0.4 MILE NORTHEAST OF
 GC2686'THE INTERSECTION OF STATE HIGHWAYS 139 AND 164 ON PROPERTY OWNED
 GC2686'BY MR. R.A. DUNN.  IT IS 125 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 GC2686'FRAME BUILDING, 76 FEET EAST OF THE CENTER OF HIGHWAY 139, 46 FEET
 GC2686'EAST OF A 24 INCH TWIN OAK TREE, 31 FEET SOUTHWEST OF AN 8 INCH OAK
 GC2686'TREE AND 5 FEET WEST OF A WHITE WITNESS POST.  THE
 GC2686'MARK IS FLUSH AND THE DISK IS STAMPED CASEY 1953.
 GC2686'
 GC2686'REFERENCE MARK NO. 1 IS 60 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2686'THE BUILDING, 15 FEET SOUTHEAST OF A 12 INCH OAK TREE AND 13 FEET
 GC2686'NORTH OF AN 8 INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK IS
 GC2686'STAMPED CASEY NO. 1 1953.
 GC2686'
 GC2686'REFERENCE MARK NO. 2 IS 39 FEET SOUTHWEST OF THE CENTER OF A WOODS
 GC2686'ROAD AND 33 FEET EAST OF A 24 INCH TRIPLE OAK TREE.  THE MARK IS
 GC2686'FLUSH AND THE DISK IS STAMPED CASEY NO. 2 1953.
 GC2686'
 GC2686'AZIMUTH MARK IS 42 FEET WEST OF THE CENTER OF HIGHWAY 139, 20 FEET
 GC2686'SOUTH OF THE CENTER OF HIGHWAY 164, 3 FEET WEST OF A WHITE WITNESS
 GC2686'POST AND 1 FOOT WEST OF A POWER LINE POLE.  THE MARK PROJECTS 4
 GC2686'INCHES AND THE DISK IS STAMPED CASEY 1953.
 GC2686'
 GC2686'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 68 AND
 GC2686'STATE HIGHWAY 139 IN CADIZ, GO SOUTH ON HIGHWAY 139 FOR 10.0
 GC2686'MILES TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE ON THE
 GC2686'HIGHWAY FOR 0.4 MILE TO THE INTERSECTION OF STATE HIGHWAY 164 AND
 GC2686'THE AZIMUTH MARK AS DESCRIBED.
 GC2686'
 GC2686'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1419 ***********************************************************************
 HA1419  DESIGNATION -  CASEY RESET
 HA1419  PID         -  HA1419
 HA1419  STATE/COUNTY-  KY/BUTLER
 HA1419  USGS QUAD   -  WELCHS CREEK (1954)
 HA1419
 HA1419                         *CURRENT SURVEY CONTROL
 HA1419  ___________________________________________________________________
 HA1419* NAD 83(1993)-  37 19 05.64422(N)    086 36 27.07611(W)     ADJUSTED  
 HA1419* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 HA1419  ___________________________________________________________________
 HA1419  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 HA1419  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HA1419
 HA1419  HORZ ORDER  -  THIRD
 HA1419
 HA1419.The horizontal coordinates were established by classical geodetic methods
 HA1419.and adjusted by the National Geodetic Survey in December 1995..
 HA1419
 HA1419.The orthometric height was scaled from a topographic map.
 HA1419
 HA1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1419
 HA1419.The geoid height was determined by GEOID03.
 HA1419
 HA1419;                    North         East     Units Scale Factor Converg.
 HA1419;SPC KY1Z     - 1,109,657.154 1,423,994.604   MT  0.99995208   -0 31 35.3
 HA1419;SPC KY1Z     - 3,640,600.18  4,671,888.96   sFT  0.99995208   -0 31 35.3
 HA1419;SPC KY S     -   609,643.380   423,995.083   MT  0.99994544   -0 31 12.2
 HA1419;SPC KY S     - 2,000,138.32  1,391,057.20   sFT  0.99994544   -0 31 12.2
 HA1419;UTM  16      - 4,130,248.316   534,775.224   MT  0.99961490   +0 14 16.6
 HA1419
 HA1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1419!SPC KY1Z     -   0.99997475  x   0.99995208  =   0.99992683
 HA1419!SPC KY S     -   0.99997475  x   0.99994544  =   0.99992019
 HA1419!UTM  16      -   0.99997475  x   0.99961490  =   0.99958966
 HA1419
 HA1419|---------------------------------------------------------------------|
 HA1419| PID    Reference Object                     Distance      Geod. Az  |
 HA1419|                                                           dddmmss.s |
 HA1419| AI6914 CASEY RM 1                           11.882 METERS 04213     |
 HA1419| HA1420 TT 6 JRH                             18.682 METERS 10146     |
 HA1419| AI6913 CASEY AZ MK                                        2253648.7 |
 HA1419|---------------------------------------------------------------------|
 HA1419
 HA1419                          SUPERSEDED SURVEY CONTROL
 HA1419
 HA1419  NAD 83(1986)-  37 19 05.65335(N)    086 36 27.08274(W) AD(       ) 3
 HA1419  NAD 27      -  37 19 05.47800(N)    086 36 27.13300(W) AD(       ) 3
 HA1419
 HA1419.Superseded values are not recommended for survey control.
 HA1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1419.See file dsdata.txt to determine how the superseded data were derived.
 HA1419
 HA1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3477530248(NAD 83)
 HA1419_MARKER: DS = TRIANGULATION STATION DISK
 HA1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1419_STAMPING: CASEY 1952 1982
 HA1419_MARK LOGO: NGS   
 HA1419_PROJECTION: FLUSH
 HA1419_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1419
 HA1419  HISTORY     - Date     Condition        Report By
 HA1419  HISTORY     - 1982     MONUMENTED       NGS
 HA1419
 HA1419                          STATION DESCRIPTION
 HA1419
 HA1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HA1419'THE UNDERGROUND STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD
 HA1419'CONDITION.  THE SURFACE STATION MARK REFERENCE MARK 1 AND TT 6 JRH
 HA1419'USGS BM WERE NOT FOUND AND ARE ASSUMED DESTROYED BY GRADING.  A NEW
 HA1419'SURFACE STATION MARK REFERENCE MARK 2 AND 3 WERE SET.  A NEW
 HA1419'DESCRIPTION FOLLOWS.
 HA1419'THE STATION IS LOCATED ABOUT 7 MILES (11.3 KM) NORTHEAST OF ABERDEEN
 HA1419'27 FT (8.2 M) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 79 86 FT
 HA1419'(26.2 M) SOUTHWEST OF THE INTERSECTION OF THE HIGHWAY AND A PAVED ROAD
 HA1419'EAST 33 FT (10.1 M) NORTH EAST OF A ROUND WATER METER COVER 9 FT (2.7
 HA1419'M) NORTH OF A SPLIT RAIL CORNER AND 63 FT (19.2 M) NORTHWEST OF AN
 HA1419'UNDERGROUND CABLE BOX.  THE MONUMENT IS FLUSH AND THE DISK IS
 HA1419'STAMPED--CASEY 1952 1982--.
 HA1419'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND 79 AT
 HA1419'THE NORTH EDGE OF ABERDEEN GO NORTHEAST ON HIGHWAY 79 FOR 5.6 MILES
 HA1419'(9.0 KM) TO THE JUNCTION WITH STATE HIGHWAY 304 TO THE LEFT AND THE
 HA1419'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHEAST ON HIGHWAY 79 FOR 0.25
 HA1419'MILE (0.40 KM) TO THE TOP OF GRADE AND THE STATION ON THE LEFT.
 HA1419'REFERENCE MARK 2 IS 47 FT (14.3 M) SOUTHWEST OF THE CENTERLINE OF THE
 HA1419'PAVED ROAD, 53 FT (16.2 M) SOUTH OF THE INTERSECTION, 22 FT (6.7 M)
 HA1419'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT (0.3 M) NORTHEAST
 HA1419'OF A WITNESS POST AND 73 FT (22.3 M) NORTHEAST OF AN UNDERGROUND CABLE
 HA1419'BOX.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---CASEY 1952 NO 2
 HA1419'1982---. REFERENCE MARK 3 IS 23 FT (7.0 M) NORTHWEST OF THE CENTERLINE
 HA1419'OF THE HIGHWAY, 55 FT (16.8 M) NORTHWEST OF THE UNDERGROUND CABLE BOX,
 HA1419'25 FT (7.6 M) NORTHEAST OF THE WATER METER, 1 FOOT (0.3 M) NORTH OF
 HA1419'THE RAIL FENCE CORNER AND 90 FT (27.4 M) SOUTHWEST OF THE
 HA1419'INTERSECTION.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---CASEY
 HA1419'1952 NO 3 1982---. THE AZIMUTH MARK IS 23 FT (7.0 M) SOUTHEAST OF THE
 HA1419'CENTERLINE OF HIGHWAY 79, 28 FT (8.5 M) SOUTHEAST OF THE JUNCTION OF
 HA1419'HIGHWAY 79 AND 304, 1 FOOT (0.3 M) NORTH WEST OF A FENCE, 9 FT (2.7 M)
 HA1419'NORTHEAST OF AN UNDERGROUND CABLE BOX, 17 FT (5.2 M) NORTHEAST OF AN
 HA1419'18 INCH CONCRETE TILE AND 1 FOOT (0.3 M) SOUTHWEST OF A WITNESS POST.
 HA1419'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---CASEY 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2954 ***********************************************************************
 GZ2954  DESIGNATION -  CASH
 GZ2954  PID         -  GZ2954
 GZ2954  STATE/COUNTY-  KY/PULASKI
 GZ2954  USGS QUAD   -  SHOPVILLE (1987)
 GZ2954
 GZ2954                         *CURRENT SURVEY CONTROL
 GZ2954  ___________________________________________________________________
 GZ2954* NAD 83(1993)-  37 14 48.34545(N)    084 26 28.46631(W)     ADJUSTED  
 GZ2954* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 GZ2954  ___________________________________________________________________
 GZ2954  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 GZ2954  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GZ2954
 GZ2954  HORZ ORDER  -  FIRST
 GZ2954
 GZ2954.The horizontal coordinates were established by classical geodetic methods
 GZ2954.and adjusted by the National Geodetic Survey in December 1995..
 GZ2954
 GZ2954.The orthometric height was scaled from a topographic map.
 GZ2954
 GZ2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2954
 GZ2954.The geoid height was determined by GEOID03.
 GZ2954
 GZ2954;                    North         East     Units Scale Factor Converg.
 GZ2954;SPC KY1Z     - 1,102,190.304 1,616,109.438   MT  0.99996490   +0 48 12.7
 GZ2954;SPC KY1Z     - 3,616,102.69  5,302,185.71   sFT  0.99996490   +0 48 12.7
 GZ2954;SPC KY S     -   602,170.937   616,107.400   MT  0.99994656   +0 47 37.4
 GZ2954;SPC KY S     - 1,975,622.48  2,021,345.69   sFT  0.99994656   +0 47 37.4
 GZ2954;UTM  16      - 4,125,315.492   726,950.866   MT  1.00023452   +1 32 57.7
 GZ2954
 GZ2954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2954!SPC KY1Z     -   0.99993589  x   0.99996490  =   0.99990079
 GZ2954!SPC KY S     -   0.99993589  x   0.99994656  =   0.99988245
 GZ2954!UTM  16      -   0.99993589  x   1.00023452  =   1.00017039
 GZ2954
 GZ2954|---------------------------------------------------------------------|
 GZ2954| PID    Reference Object                     Distance      Geod. Az  |
 GZ2954|                                                           dddmmss.s |
 GZ2954| DB8969 CASH RM 3                            28.011 METERS 03515     |
 GZ2954| DB8967 CASH RM 1                            42.100 METERS 15509     |
 GZ2954| DB8968 CASH RM 2                            11.510 METERS 19927     |
 GZ2954| GZ2970 BANDY                               APPROX. 7.7 KM 3140256.2 |
 GZ2954| DB8970 CASH RM 4                            30.547 METERS 32759     |
 GZ2954|---------------------------------------------------------------------|
 GZ2954
 GZ2954                          SUPERSEDED SURVEY CONTROL
 GZ2954
 GZ2954  NAD 83(1986)-  37 14 48.35342(N)    084 26 28.47203(W) AD(       ) 1
 GZ2954  NAD 27      -  37 14 48.06100(N)    084 26 28.68400(W) AD(       ) 1
 GZ2954
 GZ2954.Superseded values are not recommended for survey control.
 GZ2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2954.See file dsdata.txt to determine how the superseded data were derived.
 GZ2954
 GZ2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2695125315(NAD 83)
 GZ2954_MARKER: DS = TRIANGULATION STATION DISK
 GZ2954_SETTING: 80 = SET IN A BOULDER
 GZ2954_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GZ2954
 GZ2954  HISTORY     - Date     Condition        Report By
 GZ2954  HISTORY     - 1928     MONUMENTED       CGS
 GZ2954  HISTORY     - 1935     GOOD             CGS
 GZ2954  HISTORY     - 1950     SEE DESCRIPTION  CGS
 GZ2954
 GZ2954                          STATION DESCRIPTION
 GZ2954
 GZ2954'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (HWH)
 GZ2954'STATION IS ABOUT 12 MILES, AIR LINE, S OF THE TOWN OF BRODHEAD, AND
 GZ2954'10 MILES SW OF THE TOWN OF MOUNT VERNON, ON THE HIGHEST PART OF
 GZ2954'CASH KNOB.
 GZ2954'
 GZ2954'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GZ2954'WEDGED IN A DRILL HOLE IN A BOULDER.
 GZ2954'
 GZ2954'ALL MARKS ARE SET IN ROCKS, SET FLUSH WITH THE SURFACE.  THE TOP IS
 GZ2954'COVERED WITH TALL TIMBERS AND A TALL TOWER WAS BUILT TO SEE
 GZ2954'OVER THE TREE TOPS.
 GZ2954'
 GZ2954'HEIGHT OF SIGNAL ABOVE STATION MARK 19.3 METERS.
 GZ2954
 GZ2954                          STATION RECOVERY (1935)
 GZ2954
 GZ2954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GZ2954'SURFACE AND REFERENCE MARKERS ARE IN GOOD CONDITION.  DESCRIPTION IS
 GZ2954'EASILY FOLLOWED.
 GZ2954
 GZ2954                          STATION RECOVERY (1950)
 GZ2954
 GZ2954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2954'STATION WAS RECOVERED AS DESCRIBED.  THE SURFACE STATION MARK AND
 GZ2954'REFERENCE MARK NO. 1 AND NO. 2 WERE NOT FOUND.  THE UNDERGROUND
 GZ2954'STATION MARK DISK WAS FOUND UNSTAMPED.  TWO NEW REFERENCE MARKS WERE
 GZ2954'SET BY THIS PARTY.  REFERENCE MARK NO.  3 AND NO. 4 AND THE
 GZ2954'UNDERGROUND STATION MARK DISK WAS STAMPED CASH 1928.  A COMPLETE NEW
 GZ2954'DESCRIPTION FOLLOWS.
 GZ2954'
 GZ2954'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF SOMERSET AND ABOUT
 GZ2954'13 MILES SOUTHWEST OF LIVINGSTON ON THE HIGHEST POINT OF CASH
 GZ2954'KNOB.  IT IS 32 FEET NORTHEAST OF A 16 INCH OAK TREE, 29 FEET
 GZ2954'SOUTHEAST OF A 14 INCH OAK TREE AND 11 FEET SOUTHEAST OF A
 GZ2954'WHITE WITNESS POST. THE DISK IS SET FLUSH IN THE TOP OF A BOULDER
 GZ2954'WHICH IS ABOUT 1 FOOT UNDERGROUND AND IS STAMPED CASH 1928
 GZ2954'
 GZ2954'REFERENCE MARK NO. 3 IS 91.90 FEET NORTHEAST OF THE STATION.  IT IS 5
 GZ2954'FEET SOUTH OF A 16 INCH BEECH TREE.  THE MARK IS A CAST IRON
 GZ2954'PIPE 4 INCHES IN DIAMETER WHICH PROJECTS 4 INCHES WITH A STANDARD
 GZ2954'TRIANGULATION BRONZE REFERENCE MARK DISK ATOP STAMPED CASH NO 3
 GZ2954'1950.
 GZ2954'
 GZ2954'REFERENCE MARK NO. 4 IS 100.22 FEET NORTHWEST OF THE STATION.  IT IS
 GZ2954'11 FEET SOUTHEAST OF A 16 INCH OAK TREE.  THE MARK IS A CAST
 GZ2954'IRON PIPE 4 INCHES IN DIAMETER WHICH PROJECTS 4 INCHES WITH A
 GZ2954'STANDARD TRIANGULATION BRONZE REFERENCE MARK DISK ATOP STAMPED
 GZ2954'CASH NO 4 1950.
 GZ2954'
 GZ2954'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN SOMERSET, GO
 GZ2954'NORTHEAST ON STATE HIGHWAY NO. 80 FOR 6.6 MILES TO THE JUNCTION
 GZ2954'OF STATE HIGHWAY NO. 461, TURN LEFT ON STATE HIGHWAY NO. 461 AND GO
 GZ2954'10.25 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.65
 GZ2954'MILE TO WHERE ROAD FORKS, TURN LEFT AND GO 0.1 MILE TO WHERE ROAD
 GZ2954'FORKS, TURN LEFT AND GO 0.9 MILE TO A HOUSE ON THE LEFT AND END
 GZ2954'OF TRUCK TRAVEL, HERE PACK SOUTHEASTERLY UP HILL TO THE TOP OF THE
 GZ2954'HILL AND THE STATION AS DESCRIBED. (30 MINUTE PACK)
 GZ2954'
 GZ2954'HEIGHT OF LIGHT ABOVE THE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1318 ***********************************************************************
 HA1318  DESIGNATION -  CASH
 HA1318  PID         -  HA1318
 HA1318  STATE/COUNTY-  KY/HARDIN
 HA1318  USGS QUAD   -  SUMMIT (1991)
 HA1318
 HA1318                         *CURRENT SURVEY CONTROL
 HA1318  ___________________________________________________________________
 HA1318* NAD 83(1993)-  37 33 06.82166(N)    086 04 50.56965(W)     ADJUSTED  
 HA1318* NAVD 88     -       267.9    (meters)     879.     (feet)  VERTCON   
 HA1318  ___________________________________________________________________
 HA1318  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 HA1318  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HA1318
 HA1318  HORZ ORDER  -  FIRST
 HA1318
 HA1318.The horizontal coordinates were established by classical geodetic methods
 HA1318.and adjusted by the National Geodetic Survey in December 1995..
 HA1318
 HA1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1318
 HA1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1318
 HA1318.The geoid height was determined by GEOID03.
 HA1318
 HA1318;                    North         East     Units Scale Factor Converg.
 HA1318;SPC KY1Z     - 1,135,291.033 1,470,779.109   MT  0.99992089   -0 12 11.0
 HA1318;SPC KY1Z     - 3,724,700.66  4,825,381.13   sFT  0.99992089   -0 12 11.0
 HA1318;SPC KY S     -   635,281.220   470,778.181   MT  0.99995260   -0 12 02.0
 HA1318;SPC KY S     - 2,084,251.80  1,544,544.75   sFT  0.99995260   -0 12 02.0
 HA1318;UTM  16      - 4,156,495.767   581,200.413   MT  0.99968121   +0 33 37.1
 HA1318
 HA1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1318!SPC KY1Z     -   0.99996300  x   0.99992089  =   0.99988389
 HA1318!SPC KY S     -   0.99996300  x   0.99995260  =   0.99991560
 HA1318!UTM  16      -   0.99996300  x   0.99968121  =   0.99964422
 HA1318
 HA1318|---------------------------------------------------------------------|
 HA1318| PID    Reference Object                     Distance      Geod. Az  |
 HA1318|                                                           dddmmss.s |
 HA1318| HA1319 CASH RM A                            27.126 METERS 07721     |
 HA1318| CG7381 CASH RM 1                            22.470 METERS 09604     |
 HA1318| CG7382 CASH RM 2                            27.303 METERS 20457     |
 HA1318| CG7380 CASH AZ MK                                         3563125.4 |
 HA1318|---------------------------------------------------------------------|
 HA1318
 HA1318                          SUPERSEDED SURVEY CONTROL
 HA1318
 HA1318  NAD 83(1986)-  37 33 06.82907(N)    086 04 50.57677(W) AD(       ) 1
 HA1318  NAD 27      -  37 33 06.61400(N)    086 04 50.69400(W) AD(       ) 1
 HA1318  NGVD 29 (07/19/86)  268.0    (m)          879.     (f) VERT ANG       
 HA1318
 HA1318.Superseded values are not recommended for survey control.
 HA1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1318.See file dsdata.txt to determine how the superseded data were derived.
 HA1318
 HA1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG8120056496(NAD 83)
 HA1318_MARKER: DS = TRIANGULATION STATION DISK
 HA1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1318
 HA1318  HISTORY     - Date     Condition        Report By
 HA1318  HISTORY     - 1933     MONUMENTED       CGS
 HA1318  HISTORY     - 1950     GOOD             CGS
 HA1318  HISTORY     - 1970     GOOD             NGS
 HA1318
 HA1318                          STATION DESCRIPTION
 HA1318
 HA1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HA1318'ABOUT 16 MILES SOUTHWEST OF ELIZABETHTOWN, 1 MILE SOUTH OF SUMMIT
 HA1318'STATION ON THE ILLINOIS CENTRAL RAILROAD, ON HIGHEST PART OF HILL
 HA1318'IN OPEN FIELD ON LAND OWNED BY MRS. T.T. CASH, ABOUT 300 YARDS
 HA1318'WEST-NORTHWEST OF CASH HOUSE AT THE NORTHWEST CORNER OF ROAD
 HA1318'INTERSECTION, ABOUT 150 YARDS NORTH OF EAST-WEST ROAD, NEAR NORTH
 HA1318'EDGE OF FLAT TOP OF HILL, AND PROJECTS 6 INCHES.
 HA1318'
 HA1318'TO REACH THE STATION FROM ELIZABETHTOWN, GO SOUTHWEST ON U.S. HIGHWAY
 HA1318'62 FOR 16 MILES TO A CROSS ROAD IN THE EAST EDGE OF SUMMIT AT THE
 HA1318'WEST END OF A DEEP CUT THROUGH ROCK.  TURN SHARP LEFT AROUND SMALL
 HA1318'STORE ON POINT OF HILL AND PROCEED SOUTH 1.0 MILE TO CROSSROADS.
 HA1318'THE CASH HOUSE IS IN THE NORTHWEST CORNER OF THIS INTERSECTION.
 HA1318'ENTER THE CASH PROPERTY AT BARN AND PROCEED WEST THROUGH PASTURE
 HA1318'ABOUT 0.1 MILE TO THE STATION.
 HA1318'
 HA1318'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HA1318'DISKS SET IN CONCRETE.
 HA1318'
 HA1318'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, AND PROJECTS 6
 HA1318'INCHES.  REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, AND
 HA1318'PROJECTS 8 INCHES.
 HA1318'
 HA1318'AZIMUTH MARK IS ABOUT 1 MILE NORTH OF THE STATION IN THE VILLAGE OF
 HA1318'SUMMIT, 27 FEET NORTH OF THE CENTER LINE OF U.S.  HIGHWAY 62, 0.1
 HA1318'MILE WEST OF A T-ROAD NORTH, 182 FEET EAST OF A 36-INCH CONCRETE
 HA1318'CULVERT, UNDER THE HIGHWAY, AND PROJECTS 6 INCHES.
 HA1318'
 HA1318'STATION CASH AND BUZZARD ARE INTERVISIBLE FROM THE GROUND.
 HA1318'
 HA1318'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 HA1318
 HA1318                          STATION RECOVERY (1950)
 HA1318
 HA1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1318'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HA1318'GOOD CONDITION. DISTANCE AND DIRECTIONS TO ALL MARKS WERE
 HA1318'CHECKED AS NOTED.
 HA1318'THE OLD DESCRIPTION IS ADEQUATE, EXCEPT THE TO REACH WHICH
 HA1318'FOLLOWS BELOW-
 HA1318'
 HA1318'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 31 W IN
 HA1318'ELIZABETHTOWN, GO SOUTHWEST ON HIGHWAY 62 FOR 16.05 MILES TO THE
 HA1318'EAST EDGE OF THE SMALL VILLAGE OF SUMMIT, AT THE WEST EDGE OF A DEEP
 HA1318'CUT THROUGH ROCK*, TURN LEFT ON GRAVEL ROAD, UPHILL, AND GO
 HA1318'SOUTH FOR 1.1 MILES TO A FARM ROAD RIGHT, TURN RIGHT ON FARM ROAD,
 HA1318'PASSING BETWEEN BARN AND HOUSE AND GO WEST ON A DIM TRACK ROAD
 HA1318'TO OPEN FIELD FOR 0.2 MILE TO THE STATION NEAR NORTH EDGE OF FLAT TOP
 HA1318'HILL.
 HA1318'
 HA1318'*TO REACH AZIMUTH MARK FROM HERE, GO WEST ON HIGHWAY 62 FOR 0.3 MILE
 HA1318'TO THE AZIMUTH MARK ON RIGHT.
 HA1318'
 HA1318'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS
 HA1318
 HA1318                          STATION RECOVERY (1970)
 HA1318
 HA1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HA1318'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 HA1318'CONDITION.  A SHORTER DISTANCE WAS MEASURED TO REFERENCE MARK TWO,
 HA1318'THE DISTANCE BEING 0.02 FEET.  THE DISTANCE TO REFERENCE MARK 1
 HA1318'CHECKED THE PREVIOUS MEASUREMENTS.  THE DIRECTION TO ALL MARKS
 HA1318'COMPARED FAVORABLE TO THE 1950 OBSERVATIONS.  DUE TO CHANGES IN
 HA1318'THE AREA A NEW DESCRIPTION FOLLOWS.
 HA1318'
 HA1318'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF ELIZABETHTOWN,
 HA1318'10 MILES WEST OF SONORA AND 1 MILE SOUTH OF SUMMIT.  THE STATION IS
 HA1318'ON PROPERTY OWNED BY MR. GERALD HODGE, SUMMIT, KENTUCKY.
 HA1318'
 HA1318'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 84 AND 720
 HA1318'IN SONORA, GO NORTH AND WEST ON STATE HIGHWAY 84 FOR 10.8 MILES TO
 HA1318'A BRIDGE OVER THE WESTERN KENTUCKY TURNPIKE.  CONTINUE ON STATE
 HA1318'HIGHWAY 84 FOR 0.45 MILE TO U.S. HIGHWAY 62.  TURN LEFT AND GO
 HA1318'SOUTHWEST ON U.S. HIGHWAY 62 FOR 2.7 MILES TO A PAVED SIDE ROAD
 HA1318'ON THE LEFT AT THE TOP OF A HILL IN THE SMALL VILLAGE OF SUMMIT.
 HA1318'(CONTINUE ON U.S. HIGHWAY 62 FOR 0.35 MILE TO THE AZIMUTH
 HA1318'MARK ON THE RIGHT.) TURN LEFT AND GO SOUTHERLY 1.15 MILE TO A
 HA1318'FIELD ROAD ON THE RIGHT AT A FENCE CORNER.  TURN RIGHT ON FIELD
 HA1318'ROAD AND GO NORTH-NORTHWEST FOR 0.1 MILE TO A FIELD ROAD ON
 HA1318'THE RIGHT.  TURN RIGHT AND GO EAST-NORTHEAST FOR 0.1 MILE TO
 HA1318'THE STATION.
 HA1318'
 HA1318'THE STATION MARK IS A STANDARD DISK, STAMPED CASH 1933, SET IN THE
 HA1318'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 6-INCHES.
 HA1318'IT IS 90 FEET NORTHWEST OF THE WEST EDGE OF A YARD AND 2.2 FEET
 HA1318'SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 HA1318'
 HA1318'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CASH NO 1 1933, SET
 HA1318'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 HA1318'10-INCHES.  IT IS 75.0 FEET EAST OF THE METAL WITNESS POST AND 25
 HA1318'FEET NORTH OF THE SOUTHWEST CORNER OF THE YARD.
 HA1318'
 HA1318'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CASH NO 2 1933, SET
 HA1318'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 HA1318'5-INCHES.  IT IS 91.3 FEET SOUTH-SOUTHWEST OF THE METAL WITNESS
 HA1318'POST WITH SIGN AND 107 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 HA1318'OF THE YARD.
 HA1318'
 HA1318'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED CASH
 HA1318'AZIMUTH 1933, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 HA1318'THAT PROJECTS 3-INCHES.  IT IS 26 FEET NORTH OF THE CENTER OF U.S.
 HA1318'HIGHWAY 62 AND 1.5 FEET WEST OF A METAL WITNESS POST WITH SIGN
 HA1318'ATTACHED.
 HA1318'
 HA1318'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
 HA1318'
 HA1318'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH OF
 HA1318'SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1319 ***********************************************************************
 HA1319  CBN         -  This is a Cooperative Base Network Control Station.
 HA1319  DESIGNATION -  CASH RM A
 HA1319  PID         -  HA1319
 HA1319  STATE/COUNTY-  KY/HARDIN
 HA1319  USGS QUAD   -  SUMMIT (1991)
 HA1319
 HA1319                         *CURRENT SURVEY CONTROL
 HA1319  ___________________________________________________________________
 HA1319* NAD 83(1993)-  37 33 07.01435(N)    086 04 49.49134(W)     ADJUSTED  
 HA1319* NAVD 88     -       267.1    (meters)     876.     (feet)  GPS OBS   
 HA1319  ___________________________________________________________________
 HA1319  X           -     346,093.511 (meters)                     COMP
 HA1319  Y           -  -5,051,236.435 (meters)                     COMP
 HA1319  Z           -   3,866,279.939 (meters)                     COMP
 HA1319  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 HA1319  ELLIP HEIGHT-         235.04  (meters)          (11/03/04) GPS OBS
 HA1319  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HA1319
 HA1319  HORZ ORDER  -  B
 HA1319  ELLP ORDER  -  THIRD     CLASS I
 HA1319
 HA1319.The horizontal coordinates were established by GPS observations
 HA1319.and adjusted by the National Geodetic Survey in September 1994..
 HA1319
 HA1319.The orthometric height was determined by GPS observations and a
 HA1319.high-resolution geoid model.
 HA1319
 HA1319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1319
 HA1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1319
 HA1319.The ellipsoidal height was determined by GPS observations
 HA1319.and is referenced to NAD 83.
 HA1319
 HA1319.The geoid height was determined by GEOID03.
 HA1319
 HA1319;                    North         East     Units Scale Factor Converg.
 HA1319;SPC KY1Z     - 1,135,296.880 1,470,805.596   MT  0.99992089   -0 12 10.3
 HA1319;SPC KY1Z     - 3,724,719.85  4,825,468.03   sFT  0.99992089   -0 12 10.3
 HA1319;SPC KY S     -   635,287.068   470,804.668   MT  0.99995260   -0 12 01.4
 HA1319;SPC KY S     - 2,084,270.99  1,544,631.65   sFT  0.99995260   -0 12 01.4
 HA1319;UTM  16      - 4,156,501.965   581,226.813   MT  0.99968127   +0 33 37.8
 HA1319
 HA1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1319!SPC KY1Z     -   0.99996312  x   0.99992089  =   0.99988401
 HA1319!SPC KY S     -   0.99996312  x   0.99995260  =   0.99991572
 HA1319!UTM  16      -   0.99996312  x   0.99968127  =   0.99964440
 HA1319
 HA1319:                Primary Azimuth Mark                     Grid Az
 HA1319:SPC KY1Z     -  BLUEBALL                                 009 39 08.8
 HA1319:SPC KY S     -  BLUEBALL                                 009 38 59.9
 HA1319:UTM  16      -  BLUEBALL                                 008 53 20.7
 HA1319
 HA1319|---------------------------------------------------------------------|
 HA1319| PID    Reference Object                     Distance      Geod. Az  |
 HA1319|                                                           dddmmss.s |
 HA1319| HA1316 BLUEBALL                            APPROX.20.9 KM 0092658.5 |
 HA1319| HA1318 CASH                                 27.126 METERS 25721     |
 HA1319|---------------------------------------------------------------------|
 HA1319
 HA1319                          SUPERSEDED SURVEY CONTROL
 HA1319
 HA1319  ELLIP H (09/07/94)  235.08   (m)                       GP(       ) 4 1
 HA1319  NAD 83(1986)-  37 33 07.02172(N)    086 04 49.49872(W) AD(       ) 1
 HA1319  NAD 27      -  37 33 06.80671(N)    086 04 49.61573(W) AD(       ) 1
 HA1319  NGVD 29 (07/19/86)  267.0    (m)          876.     (f) VERT ANG       
 HA1319
 HA1319.Superseded values are not recommended for survey control.
 HA1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1319.See file dsdata.txt to determine how the superseded data were derived.
 HA1319
 HA1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG8122756502(NAD 83)
 HA1319_MARKER: DR = REFERENCE MARK DISK
 HA1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1319_SP_SET: CONCRETE POST
 HA1319_STAMPING: CASH RM A 1970
 HA1319_MARK LOGO: NGS   
 HA1319_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1319+STABILITY: SURFACE MOTION
 HA1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1319+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2003
 HA1319
 HA1319  HISTORY     - Date     Condition        Report By
 HA1319  HISTORY     - 1970     MONUMENTED       NGS
 HA1319  HISTORY     - 1970     GOOD             NGS
 HA1319  HISTORY     - 1976     GOOD             NGS
 HA1319  HISTORY     - 19890114 GOOD             NGS
 HA1319  HISTORY     - 19931028 GOOD             NGS
 HA1319  HISTORY     - 19940128 GOOD
 HA1319  HISTORY     - 20010919 GOOD             KYDT
 HA1319  HISTORY     - 20030111 GOOD             WOOLPT
 HA1319
 HA1319                          STATION DESCRIPTION
 HA1319
 HA1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HA1319'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF
 HA1319'ELIZABETHTOWN, 10 MILES WEST OF SONORA AND 1 MILE SOUTH OF
 HA1319'SUMMIT.  THE STATION IS ON PROPERTY OWNED BY MR. GERALD HODGE
 HA1319'OF SUMMIT, KENTUCKY.
 HA1319'
 HA1319'THE STATION MARK, A STANDARD DISK STAMPED CASH RM A 1970, IS
 HA1319'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 HA1319'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 189
 HA1319'FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 89
 HA1319'FEET EAST OF A METAL WITNESS POST WITH SIGN AND ABOUT 3 FEET
 HA1319'LOWER THAN THE HIGHEST POINT OF THE HILL.
 HA1319'
 HA1319'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CASH
 HA1319'1933 WITH THE DIRECTION AND DISTANCE, REDUCED TO SEA LEVEL.
 HA1319
 HA1319                          STATION RECOVERY (1970)
 HA1319
 HA1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HA1319'RECOVERED IN GOOD CONDITION.
 HA1319
 HA1319                          STATION RECOVERY (1976)
 HA1319
 HA1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JD)
 HA1319'CASH RM A 1970 WAS OCCUPIED AND IT WAS FOUND IN GOOD
 HA1319'CONDITION.  CASH 1933, CASH NO. 1 1933, CASH NO. 2 1933, CASH
 HA1319'AZIMUTH 1933, WERE ALL FOUND IN GOOD CONDITION.
 HA1319'
 HA1319'THE 1970 RECOVERY NOTE GIVES AN ACCURATE DESCRIPTION OF THE
 HA1319'STATION.
 HA1319'
 HA1319'THE STATION WAS OCCUPIED AS THE ANTENNA SITE FOR DOPPLER
 HA1319'STATION 51168.
 HA1319'
 HA1319'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HA1319'16 MILES WEST OF ELIZABETHTOWN.
 HA1319
 HA1319                          STATION RECOVERY (1989)
 HA1319
 HA1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HA1319'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) SOUTHWEST OF
 HA1319'ELIZABETHTOWN, 16.1 KM (10.00 MI) WEST OF SONORA AND ON PRIVATE
 HA1319'PROPERTY.  OWNERSHIP--MR. JOSEPH P. HODGE,  1051 ROCK CREEK ROAD, BIG
 HA1319'CLIFTY, KY 42715, PHONE 502-862-4874.  THE FAMILY IS NOT HOME BETWEEN
 HA1319'THE HOURS OF 7AM AND 5PM.
 HA1319'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 HA1319'HIGHWAY 65 AND THE WESTERN KENTUCKY PARKWAY, SOUTH OF ELIZABETHTOWN,
 HA1319'DRIVE SOUTHWEST FOR 21.83 KM (13.55 MI) ON THE WESTERN KENTUCKY
 HA1319'PARKWAY TO EXIT 124.  FROM EXIT 124, TURN RIGHT AND DRIVE NORTHEAST
 HA1319'FOR 0.8 KM (0.50 MI) ON STATE ROAD 84 TO THE JUNCTION OF US HIGHWAY
 HA1319'62.  TURN LEFT AND DRIVE SOUTHWEST FOR 4.04 KM (2.50 MI) ON HIGHWAY 62
 HA1319'TO A PAVED ROAD LEFT, AT THE TOP OF A HILL IN THE VILLAGE OF SUMMIT.
 HA1319'TURN LEFT AND DRIVE SOUTHWEST AND WEST ON A WINDING ROAD FOR 1.77 KM
 HA1319'(1.10 MI) ON ROCK CREEK ROAD TO A GRAVEL ROAD RIGHT.  THE GRAVEL ROAD
 HA1319'IS IMMEDIATELY WEST OF A GRAVEL DRIVE LEADING TO A ONE STORY RED BRICK
 HA1319'HOUSE.  TURN RIGHT ONTO THE GRAVEL ROAD AND DRIVE NORTH PASSING A ONE
 HA1319'STORY RED ALUMINUM SHED, BEARING RIGHT, TO THE STATION ON THE RIGHT.
 HA1319'THE STATION IS A STANDARD STATION MARK DISK STAMPED---CASH RM A
 HA1319'1970---, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HA1319'LOCATED 27.2 M (89.2 FT) EAST OF A WITNESS POST FOR STATION CASH 1933
 HA1319'AND A SOLITARY TREE AT THE SUMMIT OF A HILL, 7.3 M (24.0 FT) NORTH OF
 HA1319'THE NORTHEAST CORNER OF AN ALUMINUM BARN AND 2.6 M (8.5 FT) WEST OF A
 HA1319'FIBERGLASS WITNESS POST.
 HA1319'DESCRIBED BY M.J. WELLSLAGER.
 HA1319
 HA1319                          STATION RECOVERY (1993)
 HA1319
 HA1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HA1319'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) SOUTHWEST OF
 HA1319'ELIZABETHTOWN, 16.1 KM (10.00 MI) WEST OF SONORA AND ON PRIVATE
 HA1319'PROPERTY.  OWNERSHIP--MR. JOE HODGE, 1051 ROCK CREEK ROAD, BIG
 HA1319'CLIFTY, KY 42715.  PHONE 502-862-4874.
 HA1319'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 AND
 HA1319'THE WESTERN KENTUCKY PARKWAY SOUTH OF ELIZABETHTOWN, GO SOUTHWEST FOR
 HA1319'21.81 KM (13.55 MI) ON THE PARKWAY TO EXIT 124, TURN RIGHT AND GO
 HA1319'NORTHEAST 0.8 KM (0.50 MI) ON STATE HIGHWAY 84 TO U.S. HIGHWAY 62,
 HA1319'TURN LEFT AND GO SOUTHWEST 4.0 KM (2.50 MI) ON HIGHWAY 62 TO A PAVED
 HA1319'ROAD LEFT, AT THE TOP OF A HILL IN THE VILLAGE OF SUMMIT, TURN LEFT
 HA1319'AND GO SOUTHWEST AND WEST ON A WINDING ROAD FOR 1.77 KM (1.10 MI) ON
 HA1319'ROCK CREEK ROAD TO A GRAVEL ROAD RIGHT, TURN RIGHT ON GRAVEL ROAD AND
 HA1319'GO NORTH PAST A ONE STORY RED ALUMINUM BARN, TO THE STATION ON THE
 HA1319'RIGHT.
 HA1319'THE STATION IS FLUSH WITH THE GROUND.  LOCATED 26.97 M (88.48 FT) EAST
 HA1319'FROM A TREE AND METAL WITNESS POST WITH SIGN AT HIGHEST POINT OF
 HA1319'HILL, 12.65 M (41.50 FT) NORTHEAST OF THE NORTHWEST CORNER OF AN
 HA1319'ALUMINUM BARN AND 7.3 M (24.0 FT) NORTH OF THE NORTHEAST CORNER OF
 HA1319'THE BARN.
 HA1319
 HA1319                          STATION RECOVERY (1994)
 HA1319
 HA1319'RECOVERED 1994
 HA1319'RECOVERED IN GOOD CONDITION.
 HA1319
 HA1319                          STATION RECOVERY (2001)
 HA1319
 HA1319'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HA1319'RECOVERED IN GOOD CONDITION.
 HA1319
 HA1319                          STATION RECOVERY (2003)
 HA1319
 HA1319'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HA1319'RECOVERED AS DESCRIBED.
 HA1319' 
 HA1319'GRAVEL ROAD IN DESCRIPTION GOES BETWEEN TWO RED ALUMINUM BARNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2503 ***********************************************************************
 GC2503  DESIGNATION -  CASKY
 GC2503  PID         -  GC2503
 GC2503  STATE/COUNTY-  KY/CHRISTIAN
 GC2503  USGS QUAD   -  HOPKINSVILLE (1982)
 GC2503
 GC2503                         *CURRENT SURVEY CONTROL
 GC2503  ___________________________________________________________________
 GC2503* NAD 83(1993)-  36 49 41.50100(N)    087 26 16.64123(W)     ADJUSTED  
 GC2503* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 GC2503  ___________________________________________________________________
 GC2503  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GC2503  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC2503
 GC2503  HORZ ORDER  -  THIRD
 GC2503
 GC2503.The horizontal coordinates were established by classical geodetic methods
 GC2503.and adjusted by the National Geodetic Survey in December 1995..
 GC2503
 GC2503.The orthometric height was scaled from a topographic map.
 GC2503
 GC2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2503
 GC2503.The geoid height was determined by GEOID03.
 GC2503
 GC2503;                    North         East     Units Scale Factor Converg.
 GC2503;SPC KY1Z     - 1,056,285.436 1,349,412.405   MT  1.00007081   -1 02 10.8
 GC2503;SPC KY1Z     - 3,465,496.47  4,427,197.20   sFT  1.00007081   -1 02 10.8
 GC2503;SPC KY S     -   556,261.719   349,425.258   MT  0.99998414   -1 01 25.3
 GC2503;SPC KY S     - 1,825,001.99  1,146,406.03   sFT  0.99998414   -1 01 25.3
 GC2503;SPC TN       -   277,760.731   471,709.669   MT  1.00009892   -0 50 30.6
 GC2503;SPC TN       -   911,286.66  1,547,600.81   sFT  1.00009892   -0 50 30.6
 GC2503;UTM  16      - 4,075,903.201   460,944.801   MT  0.99961879   -0 15 45.1
 GC2503
 GC2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2503!SPC KY1Z     -   0.99997545  x   1.00007081  =   1.00004626
 GC2503!SPC KY S     -   0.99997545  x   0.99998414  =   0.99995959
 GC2503!SPC TN       -   0.99997545  x   1.00009892  =   1.00007437
 GC2503!UTM  16      -   0.99997545  x   0.99961879  =   0.99959425
 GC2503
 GC2503|---------------------------------------------------------------------|
 GC2503| PID    Reference Object                     Distance      Geod. Az  |
 GC2503|                                                           dddmmss.s |
 GC2503| CG5055 CASKY RM 1                           11.582 METERS 04327     |
 GC2503| CG5054 CASKY AZ MK                                        1211213.1 |
 GC2503| CG5056 CASKY RM 2                           11.120 METERS 30445     |
 GC2503|---------------------------------------------------------------------|
 GC2503
 GC2503                          SUPERSEDED SURVEY CONTROL
 GC2503
 GC2503  NAD 83(1986)-  36 49 41.51014(N)    087 26 16.64446(W) AD(       ) 3
 GC2503  NAD 27      -  36 49 41.35200(N)    087 26 16.62300(W) AD(       ) 3
 GC2503
 GC2503.Superseded values are not recommended for survey control.
 GC2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2503.See file dsdata.txt to determine how the superseded data were derived.
 GC2503
 GC2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6094575903(NAD 83)
 GC2503_MARKER: DS = TRIANGULATION STATION DISK
 GC2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2503
 GC2503  HISTORY     - Date     Condition        Report By
 GC2503  HISTORY     - 1953     MONUMENTED       CGS
 GC2503
 GC2503                          STATION DESCRIPTION
 GC2503
 GC2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2503'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF HOPKINSVILLE ON
 GC2503'PROPERTY OWNED BY MR. JAMES BRONAUGH. IT IS 40 FEET SOUTHWEST
 GC2503'OF THE SOUTHWEST CORNER OF A LARGE BARN, 5 FEET NORTH OF A FENCE
 GC2503'CORNER AND 4 FEET WEST OF A WHITE WITNESS POST. THE MARK IS FLUSH
 GC2503'AND THE DISK IS STAMPED CASKY 1953.
 GC2503'
 GC2503'REFERENCE MARK NO. 1 IS 13 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 GC2503'THE BARN AND 1 FOOT NORTH OF A FENCE. THE MARK IS FLUSH AND THE
 GC2503'DISK IS STAMPED CASKY NO 1 1953.
 GC2503'
 GC2503'REFERENCE MARK NO. 2 IS 41 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 GC2503'THE BARN AND 1 FOOT EAST OF A FENCE. THE MARK IS FLUSH AND THE
 GC2503'DISK IS STAMPED CASKY NO 2 1953.
 GC2503'
 GC2503'AZIMUTH MARK IS 81 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MOST
 GC2503'WESTERLY OF THREE LARGE BARNS, 8 FEET NORTHWEST OF THE CENTER OF A
 GC2503'FARM LANE AND 2 FEET NORTHEAST OF A FENCE AND WHITE WITNESS POST. THE
 GC2503'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CASKY 1953.
 GC2503'
 GC2503'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 68 AND 41 IN
 GC2503'THE SOUTHEAST SECTION OF HOPKINSVILLE, GO SOUTHEAST ON HIGHWAY 41 FOR
 GC2503'3.2 MILES TO A FARM LANE ON THE RIGHT (*) TURN RIGHT AND GO WEST FOR
 GC2503'0.1 MILE TO A TWO STORY FRAME HOUSE AT THE TOP OF A HILL, TURN
 GC2503'LEFT AND FOLLOW FARM LANE SOUTH FOR 0.05 MILE TO A LARGE BARN AND THE
 GC2503'STATION AS DESCRIBED.
 GC2503'
 GC2503'TO REACH THE AZIMUTH MARK FROM THIS POINT (*) CONTINUE SOUTHEAST ON
 GC2503'HIGHWAY 41 FOR 0.3 MILE TO A FARM LANE RIGHT AT THE HOME OF MR. EWIN
 GC2503'LACY, TURN RIGHT AND GO SOUTHWEST FOR 0.05 MILE TO BARN LOT AND THE
 GC2503'MARK AS DESCRIBED.
 GC2503'
 GC2503'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3163 ***********************************************************************
 GY3163  DESIGNATION -  CASSIDY
 GY3163  PID         -  GY3163
 GY3163  STATE/COUNTY-  KY/MARTIN
 GY3163  USGS QUAD   -  KERMIT (1992)
 GY3163
 GY3163                         *CURRENT SURVEY CONTROL
 GY3163  ___________________________________________________________________
 GY3163* NAD 83(1993)-  37 47 10.97505(N)    082 29 36.23839(W)     ADJUSTED  
 GY3163* NAVD 88     -       441.6    (meters)    1449.     (feet)  VERTCON   
 GY3163  ___________________________________________________________________
 GY3163  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 GY3163  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GY3163
 GY3163  HORZ ORDER  -  SECOND
 GY3163
 GY3163.The horizontal coordinates were established by classical geodetic methods
 GY3163.and adjusted by the National Geodetic Survey in December 1995..
 GY3163
 GY3163.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3163
 GY3163.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3163
 GY3163.The geoid height was determined by GEOID03.
 GY3163
 GY3163;                    North         East     Units Scale Factor Converg.
 GY3163;SPC KY1Z     - 1,166,267.027 1,786,777.825   MT  0.99990617   +1 59 57.9
 GY3163;SPC KY1Z     - 3,826,327.74  5,862,120.25   sFT  0.99990617   +1 59 57.9
 GY3163;SPC KY S     -   666,198.413   786,799.404   MT  0.99997648   +1 58 30.0
 GY3163;SPC KY S     - 2,185,685.96  2,581,357.71   sFT  0.99997648   +1 58 30.0
 GY3163;SPC WV S     -    88,338.824   468,463.781   MT  0.99994967   -0 55 23.6
 GY3163;UTM  17      - 4,183,164.269   368,500.340   MT  0.99981299   -0 54 54.6
 GY3163
 GY3163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3163!SPC KY1Z     -   0.99993576  x   0.99990617  =   0.99984193
 GY3163!SPC KY S     -   0.99993576  x   0.99997648  =   0.99991224
 GY3163!SPC WV S     -   0.99993576  x   0.99994967  =   0.99988543
 GY3163!UTM  17      -   0.99993576  x   0.99981299  =   0.99974876
 GY3163
 GY3163:                Primary Azimuth Mark                     Grid Az
 GY3163:SPC KY1Z     -  TICK RIDGE SFS LOT                       021 01 29.7
 GY3163:SPC KY S     -  TICK RIDGE SFS LOT                       021 02 57.6
 GY3163:SPC WV S     -  TICK RIDGE SFS LOT                       023 56 51.2
 GY3163:UTM  17      -  TICK RIDGE SFS LOT                       023 56 22.2
 GY3163
 GY3163|---------------------------------------------------------------------|
 GY3163| PID    Reference Object                     Distance      Geod. Az  |
 GY3163|                                                           dddmmss.s |
 GY3163| GY3166 TICK RIDGE SFS LOT                  APPROX.23.3 KM 0230127.6 |
 GY3163| DB8972 CASSIDY RM 1                         15.656 METERS 09730     |
 GY3163| GY3157 EMILY                               APPROX.11.0 KM 1310049.6 |
 GY3163| DB8971 CASSIDY AZ MK                                      1344223.8 |
 GY3163| DB8973 CASSIDY RM 2                          9.263 METERS 20827     |
 GY3163| GY3164 HURRICANE KNOB SFS LOT                9.041 METERS 22531     |
 GY3163| GY3215 SPRING KNOB LOOKOUT TOWER           APPROX.14.3 KM 2834114.9 |
 GY3163|---------------------------------------------------------------------|
 GY3163
 GY3163                          SUPERSEDED SURVEY CONTROL
 GY3163
 GY3163  NAD 83(1986)-  37 47 10.98183(N)    082 29 36.24341(W) AD(       ) 2
 GY3163  NAD 27      -  37 47 10.63320(N)    082 29 36.70600(W) AD(       ) 2
 GY3163  NGVD 29 (07/19/86)  441.8    (m)         1449.     (f) VERT ANG       
 GY3163
 GY3163.Superseded values are not recommended for survey control.
 GY3163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3163.See file dsdata.txt to determine how the superseded data were derived.
 GY3163
 GY3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB6850083164(NAD 83)
 GY3163_MARKER: DS = TRIANGULATION STATION DISK
 GY3163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3163
 GY3163  HISTORY     - Date     Condition        Report By
 GY3163  HISTORY     - 1957     MONUMENTED       CGS
 GY3163  HISTORY     - 1970     GOOD             NGS
 GY3163
 GY3163                          STATION DESCRIPTION
 GY3163
 GY3163'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3163'THE STATION IS ABOUT 6-1/2 MILES SOUTHEAST OF INEZ, AND 6 MILES
 GY3163'SOUTHWEST OF KERMIT, WEST VIRGINIA, NEAR THE HEAD OF
 GY3163'CASSIDY BRANCH, AT THE HURRICANE STATE FOREST SERVICE LOOKOUT TOWER,
 GY3163'AND ON LAND OWNED BY THE POCAHONTAS LAND COMPANY.
 GY3163'
 GY3163'TO REACH FROM THE RAILROAD STATION, IN KERMIT, GO WEST FOR 0.15 MILE
 GY3163'TO STATE HIGHWAY 40 (KENTUCKY) AT THE WEST END OF A TOLL BRIDGE.
 GY3163'TURN LEFT, GO SOUTHERLY ON THE BLACK TOP ROAD FOR 1.0 MILE TO THE
 GY3163'POST OFFICE IN LOVELY.  CONTINUE ON BLACK TOP ROAD FOR 3.7 MILES
 GY3163'TO A ROAD FORK.  TAKE RIGHT FORK, BLACK TOP ROAD, GO 2.0 MILES TO A
 GY3163'ROAD FORK.  TAKE RIGHT FORK, GRAVELED ROAD, GO 0.55 MILE TO A ROAD
 GY3163'FORK.  TAKE LEFT FORK, GO 1.15 MILE TO A SIDE ROAD ON THE RIGHT.
 GY3163'TURN RIGHT, GO 0.4 MILE TO A ROAD FORK.  TAKE LEFT FORK, GO 0.2
 GY3163'MILE TO A ROAD ON THE LEFT WHICH IS ABOUT 100 YARDS BEFORE
 GY3163'REACHING A HOUSE.  TURN LEFT, PASS THROUGH A GATE AND FOLLOW ROAD FOR
 GY3163'0.75 MILE TO A T-ROAD JUNCTION IN SADDLE OF RIDGE.  TURN
 GY3163'RIGHT, UP STEEP HILL, GO 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT
 GY3163'ABOUT 50 YARDS AFTER PASSING OVER CREST OF RIDGE.  CONTINUE ON
 GY3163'ROAD ALONG SIDE OF MOUNTAIN FOR 0.25 MILE TO A ROAD ON THE LEFT.  KEEP
 GY3163'STRAIGHT AHEAD, GO 0.2 MILE TO A CROSSROAD.  KEEP STRAIGHT AHEAD,
 GY3163'UP STEEP HILL, FOR 0.1 MILE TO LOOKOUT TOWER AND THE STATION.  NOTE-
 GY3163'A 4-WHEEL DRIVE TRUCK IS NEEDED AFTER LEAVING GATE MENTIONED ABOVE.
 GY3163'
 GY3163'STATION MARKS ARE STANDARD DISKS STAMPED CASSIDY 1957.  THE SURFACE
 GY3163'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 GY3163'INCHES.  IT IS 57 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF LOG
 GY3163'CABIN, 56 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF LOG
 GY3163'CABIN, AND 21-1/2 FEET NORTHEAST OF THE NORTHEAST LEG OF LOOKOUT
 GY3163'TOWER.  A STANDARD WITNESS POST WAS SET 3 FEET NORTH OF THE MARK.
 GY3163'THE UNDERGROUND DISK IS SET IN AN IRREGULAR NASS OF CONCRETE 25 INCHES
 GY3163'BELOW THE GROUND.
 GY3163'
 GY3163'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CASSIDY NO. 1 1957, IS
 GY3163'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 66
 GY3163'FEET EAST-NORTHEAST OF THE NORTHEAST LEG OF LOOKOUT TOWER AND 42 FEET
 GY3163'SOUTHEAST OF THE SOUTHEAST CORNER OF LOG CABIN.
 GY3163'
 GY3163'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CASSIDY NO. 2 1957, IS
 GY3163'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING FOR THE SOUTHEAST
 GY3163'LEG OF LOOKOUT TOWER.
 GY3163'
 GY3163'AZIMUTH MARK, A STANDARD DISK STAMPED CASSIDY 1957, IS SET IN A
 GY3163'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 22 FEET
 GY3163'NORTH OF THE CENTER OF ROAD, AND 18 FEET EAST OF A TRIANGULAR BLAZE
 GY3163'ON A 14-INCH TREE.  A STANDARD WITNESS POST WAS SET 15 FEET SOUTH OF
 GY3163'MARK.
 GY3163'
 GY3163'HEIGHT OF LIGHT ABOVE STATION MARK 18.11 METERS.
 GY3163
 GY3163                          STATION RECOVERY (1970)
 GY3163
 GY3163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GY3163'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GY3163'CONDITION.  HOWEVER, THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE
 GY3163'STATION DUE TO FOLIAGE IN THE TOPS OF HIGH TREES ON THE SLOPES.
 GY3163'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN
 GY3163'TRIANGULATION STATION EMILY 1957 AND THE REFERENCE MARKS, AND
 GY3163'THE ANGLES OBSERVED THIS DATE CHECKED THE 1957 OBSERVATIONS WELL
 GY3163'WITHIN THE REQUIRED LIMITS.  IN CHECKING THE HORIZONTAL MEASURED
 GY3163'DISTANCES BETWEEN THE STATION AND THE REFERENCE MARKS, THE
 GY3163'DISTANCE TO REFERENCE MARK NO. 1 WAS VERIFIED AND A DISCREPANCY OF -
 GY3163'0.02 OF A FOOT WAS NOTED FOR REFERENCE MARK NO. 2.
 GY3163'
 GY3163'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GY3163'
 GY3163'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF INEZ, KY, 6
 GY3163'MILES SOUTHWEST OF KERMIT, W. VA., NEAR THE HEAD OF CASSIDY CREEK,
 GY3163'AT THE SITE OF THE HURRICANE KNOB, STATE FOREST SERVICE LOOKOUT
 GY3163'TOWER, AND IS ON THE PROPERTY OF THE POCAHONTAS LAND CO.
 GY3163'
 GY3163'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 292 AND
 GY3163'1714 JUST SOUTH OF THE POST OFFICE IN LOVELY, KY., GO SOUTHWESTERLY
 GY3163'ON STATE ROUTE 1914 ALONG A VERY WINDING ROAD FOLLOWING WOLF CREEK
 GY3163'FOR 3.7 MILES TO A FORK IN THE SMALL COMMUNITY OF PILGRIM.  HERE
 GY3163'CONTINUE SOUTHWESTERLY ON WINDING STATE ROUTE 1714 FOR 1.9 MILES
 GY3163'TO THE PIGEON ROOST SCHOOL ON THE LEFT, CONTINUE ON STATE ROUTE
 GY3163'1714 FOR 0.1 OF A MILE TO THE JUNCTION WITH STATE ROUTE 1439
 GY3163'ON THE RIGHT.  HERE TURN RIGHT ON STATE ROUTE 1439 AND GO WESTERLY
 GY3163'FOR 0.5 OF A MILE TO WHERE STATE ROUTE 1439 CURVES LEFT AND
 GY3163'GRAVELED STATE ROUTE 2032 BEARS RIGHT.  HERE KEEP LEFT ON STATE
 GY3163'ROUTE 1439 AND GO WEST-SOUTHWESTERLY FOR 1.15 MILES TO A GRADED T
 GY3163'ROAD RIGHT AND A SCHOOL BUS SHELTER.  HERE TURN RIGHT ON THIS
 GY3163'GRADED ROAD AND GO NORTHWESTERLY ALONG CROOKED CREEK FOR 0.4
 GY3163'OF A MILE TO A FORK, KEEP LEFT FORK AND GO WESTERLY FOR 0.2 OF A
 GY3163'MILE TO A DIM ROAD ON THE LEFT ABOUT 100 YARDS BEFORE REACHING
 GY3163'A HOUSE ON THE LEFT.  HERE TURN LEFT ON THIS DIM WOODS ROAD AND GO
 GY3163'SOUTH-SOUTHWESTERLY ON WINDING ROAD FOR 0.75 OF A MILE TO A T
 GY3163'ROAD JUNCTION IN A SADDLE.  HERE TURN RIGHT, UP STEEP HILL, AND GO
 GY3163'WEST AND NORTHWESTERLY FOR 0.4 OF A MILE TO AZIMUTH MARK ON THE
 GY3163'RIGHT ABOUT 50 YARDS AFTER CROSSING THE CREST OF A HILL.  HERE
 GY3163'CONTINUE ABOUT 100 YARDS TO A VERY DIM TRACK ROAD ON THE RIGHT
 GY3163'LEADING DOWNGRADE.  HERE BEAR RIGHT ON THIS DIM TRACK ROAD AND
 GY3163'CONTINUE ALONG SIDE OF MOUNTAIN IN A NORTHWESTERLY DIRECTION FOR
 GY3163'0.45 OF A MILE TO A DIM CROSSROAD IN A SADDLE.  HERE CROSS OVER THE
 GY3163'CROSSROAD AND CONTINUE NORTHERLY UP A STEEP, ROCKY, HILL FOR 0.15 OF
 GY3163'A MILE TO THE SUMMIT AT A LOOKOUT TOWER AND THE STATION AS
 GY3163'DESCRIBED.  DUE TO HEAVY RAINS AT THE TIME OF THIS OCCUPATION IT WAS
 GY3163'NECESSARY TO PACK FROM THE SADDLE AND CROSSROAD THE LAST 0.15 OF A
 GY3163'MILE INTO THE STATION SITE.
 GY3163'
 GY3163'THE STATION IS 62 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FENCED
 GY3163'ENCLOSURE AROUND A GAS PIPELINE VALVE COMPLEX, 53 FEET SOUTHWEST OF
 GY3163'AN OLD WELL CASING, 21.5 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 GY3163'LOOKOUT TOWER, AND 2.9 FEET SOUTH OF A WHITE, WOODEN, WITNESS
 GY3163'POST.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GY3163'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GY3163'CASSIDY 1957.
 GY3163'
 GY3163'REFERENCE MARK NO. 1 IS ACROSS AN OLD TRAIL EAST AND ABOUT 6 FEET
 GY3163'BELOW THE ELEVATION OF THE STATION, 66 FEET EAST-NORTHEAST OF THE
 GY3163'NORTHEAST LEG OF THE LOOKOUT TOWER, 41 FEET SOUTH-SOUTHEAST OF THE
 GY3163'OLD WELL CASING, AND AT THE EDGE OF AN OLD LEDGE SUPPORTING THE
 GY3163'OLD PARKING AREA.  IT IS A STANDARD DISK SET IN THE THE TOP OF A
 GY3163'10-INCH, SQUARE, CONCRETE MONUMENT PROJECTION ABOUT 4 INCHES AND THE
 GY3163'DISK IS STAMPED CASSIDY NO 1 1957.
 GY3163'
 GY3163'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GY3163'THE TOP OF THE CONCRETE FOOTING OF THE SOUTHEAST LEG OF THE LOOKOUT
 GY3163'TOWER, AND ABOUT 1 FOOT ABOVE THE STATION ELEVATION.  THE DISK IS
 GY3163'STAMPED CASSIDY NO 2 1957.
 GY3163'
 GY3163'DUE TO A HIGH BANK OF TRASH AND RUBBLE BETWEEN THE REFERENCE MARKS,
 GY3163'NO EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 GY3163'
 GY3163'THE AZIMUTH MARK IS ABOUT 0.5 OF A MILE SOUTHEAST OF THE STATION, 22
 GY3163'FEET NORTH OF THE APPROXIMATE CENTER OF A DIM WOODS ROAD, 15 FEET
 GY3163'NORTH OF A METAL WITNESS POST AND SIGN, AND 1.0 FOOT SOUTH OF A
 GY3163'WHITE, WOODEN WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP
 GY3163'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND
 GY3163'THE DISK IS STAMPED CASSIDY 1957.
 GY3163'
 GY3163'DUE TO THE STATION BEING A PACK AT THE TIME OF THE OCCUPATION, NO
 GY3163'METAL WITNESS POST WAS SET AT THE STATION.
 GY3163'
 GY3163'NOTE--FROM THE ASTERISK IN THE BODY OF THE STATION TO-REACH A FOUR
 GY3163'DRIVE WHEEL VEHICLE IS REQUIRED.  IN DRY WEATHER AND WITH EXTREME
 GY3163'CAUTION USED, THE LAST 0.15 OF A MILE INTO THE STATION CAN BE
 GY3163'DRIVEN, BY PICKING WAY OVER ROCKY LEDGES, AND STRADDLING DEEP
 GY3163'WASHES.
 GY3163'
 GY3163'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES SW.
 GY3163'OF KERMIT, W. VA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2077 ***********************************************************************
 HZ2077  DESIGNATION -  CASTLE
 HZ2077  PID         -  HZ2077
 HZ2077  STATE/COUNTY-  KY/HENRY
 HZ2077  USGS QUAD   -  NEW CASTLE (1984)
 HZ2077
 HZ2077                         *CURRENT SURVEY CONTROL
 HZ2077  ___________________________________________________________________
 HZ2077* NAD 83(1993)-  38 27 21.94483(N)    085 11 44.15313(W)     ADJUSTED  
 HZ2077* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 HZ2077  ___________________________________________________________________
 HZ2077  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HZ2077  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ2077
 HZ2077  HORZ ORDER  -  SECOND
 HZ2077
 HZ2077.The horizontal coordinates were established by classical geodetic methods
 HZ2077.and adjusted by the National Geodetic Survey in December 1995..
 HZ2077
 HZ2077.The orthometric height was scaled from a topographic map.
 HZ2077
 HZ2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2077
 HZ2077.The geoid height was determined by GEOID03.
 HZ2077
 HZ2077;                    North         East     Units Scale Factor Converg.
 HZ2077;SPC KY1Z     - 1,235,737.923 1,548,388.942   MT  0.99995604   +0 20 25.4
 HZ2077;SPC KY1Z     - 4,054,250.17  5,080,006.05   sFT  0.99995604   +0 20 25.4
 HZ2077;SPC KY N     -   106,547.573   417,467.394   MT  0.99996210   -0 35 17.6
 HZ2077;SPC KY N     -   349,564.83  1,369,640.94   sFT  0.99996210   -0 35 17.6
 HZ2077;UTM  16      - 4,257,963.860   657,441.426   MT  0.99990527   +1 07 20.7
 HZ2077
 HZ2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2077!SPC KY1Z     -   0.99996057  x   0.99995604  =   0.99991661
 HZ2077!SPC KY N     -   0.99996057  x   0.99996210  =   0.99992267
 HZ2077!UTM  16      -   0.99996057  x   0.99990527  =   0.99986585
 HZ2077
 HZ2077|---------------------------------------------------------------------|
 HZ2077| PID    Reference Object                     Distance      Geod. Az  |
 HZ2077|                                                           dddmmss.s |
 HZ2077| CG7386 CASTLE RM 1                          29.730 METERS 04227     |
 HZ2077| HZ2079 NEW CASTLE MUNICIPAL TANK           APPROX. 3.4 KM 1365227.7 |
 HZ2077| HZ2078 NEW CASTLE HENRY CO CTHSE DOME      APPROX. 3.4 KM 1374422.9 |
 HZ2077| HZ2073 EMINENCE MUNICIPAL TANK             APPROX. 9.8 KM 1715714.0 |
 HZ2077| CG7387 CASTLE RM 2                          27.871 METERS 29108     |
 HZ2077| CG7385 CASTLE AZ MK                                       3040039.7 |
 HZ2077| HZ2015 CAMPBELLSBURG MUNICIPAL TANK        APPROX. 7.6 KM 3551919.7 |
 HZ2077|---------------------------------------------------------------------|
 HZ2077
 HZ2077                          SUPERSEDED SURVEY CONTROL
 HZ2077
 HZ2077  NAD 83(1986)-  38 27 21.94844(N)    085 11 44.16010(W) AD(       ) 2
 HZ2077  NAD 27      -  38 27 21.71200(N)    085 11 44.32300(W) AD(       ) 2
 HZ2077
 HZ2077.Superseded values are not recommended for survey control.
 HZ2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2077.See file dsdata.txt to determine how the superseded data were derived.
 HZ2077
 HZ2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5744157964(NAD 83)
 HZ2077_MARKER: DS = TRIANGULATION STATION DISK
 HZ2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2077
 HZ2077  HISTORY     - Date     Condition        Report By
 HZ2077  HISTORY     - 1949     MONUMENTED       CGS
 HZ2077
 HZ2077                          STATION DESCRIPTION
 HZ2077
 HZ2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2077'STATION IS LOCATED ABOUT 5 MILES SOUTH OF CAMPBELLSBURG AND 2-1/2
 HZ2077'MILES NORTHWEST OF NEW CASTLE ON PROPERTY OWNED BY MR. JESS LA
 HZ2077'MASTER. IT IS 58 FEET EAST OF A 36 INCH PECAN TREE, 25 FEET SOUTH OF
 HZ2077'THE CENTER OF DRIVEWAY, 8 FEET NORTH OF A FENCELINE AND 7 FEET
 HZ2077'NORTH OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS
 HZ2077'STAMPED CASTLE 1949.
 HZ2077'
 HZ2077'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE CENTER OF DRIVEWAY AND 2
 HZ2077'FEET SOUTH OF A FENCELINE. THE MARK IS FLUSH AND THE DISK IS
 HZ2077'STAMPED CASTLE NO 1 1949.
 HZ2077'
 HZ2077'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF THE CENTER OF DRIVEWAY AND 1
 HZ2077'FOOT SOUTH OF A FENCELINE. THE MARK IS FLUSH AND THE DISK IS
 HZ2077'STAMPED CASTLE NO 2 1949.
 HZ2077'
 HZ2077'AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 157,
 HZ2077'2 FEET NORTH OF A TELEPHONE POLE AND 2 FEET SOUTH OF A WHITE
 HZ2077'WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED CASTLE 1949.
 HZ2077'
 HZ2077'TO REACH THE STATION FROM THE HENRY COUNTY COURT HOUSE IN NEW CASTLE,
 HZ2077'GO WEST ON STATE HIGHWAY NO. 146 FOR 0.45 MILE TO THE JUNCTION OF
 HZ2077'STATE HIGHWAY NO. 157, TURN RIGHT ON STATE HIGHWAY NO. 157 AND GO
 HZ2077'NORTHWEST FOR 2.1 MILES TO A DRIVEWAY ON THE RIGHT, TURN RIGHT
 HZ2077'ON DRIVEWAY AND GO EAST FOR 0.1 MILE TO THE STATION ON THE RIGHT AS
 HZ2077'DESCRIBED.
 HZ2077'
 HZ2077'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON DRIVEWAY FOR
 HZ2077'0.1 MILE TO STATE HIGHWAY NO. 157, TURN RIGHT ON STATE HIGHWAY
 HZ2077'NO. 157 AND GO NORTHWEST FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 HZ2077'LEFT AS DESCRIBED.
 HZ2077'
 HZ2077'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2765 ***********************************************************************
 GZ2765  DESIGNATION -  CAVE CITY
 GZ2765  PID         -  GZ2765
 GZ2765  STATE/COUNTY-  KY/BARREN
 GZ2765  USGS QUAD   -  HORSE CAVE (1966)
 GZ2765
 GZ2765                         *CURRENT SURVEY CONTROL
 GZ2765  ___________________________________________________________________
 GZ2765* NAD 83(1993)-  37 07 47.30237(N)    085 56 57.38227(W)     ADJUSTED  
 GZ2765* NAVD 88     -       214.     (meters)     702.     (feet)  VERTCON   
 GZ2765  ___________________________________________________________________
 GZ2765  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 GZ2765  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GZ2765
 GZ2765  HORZ ORDER  -  THIRD
 GZ2765
 GZ2765.The horizontal coordinates were established by classical geodetic methods
 GZ2765.and adjusted by the National Geodetic Survey in December 1995..
 GZ2765
 GZ2765.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2765
 GZ2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2765
 GZ2765.The geoid height was determined by GEOID03.
 GZ2765
 GZ2765;                    North         East     Units Scale Factor Converg.
 GZ2765;SPC KY1Z     - 1,088,415.368 1,482,292.793   MT  0.99998920   -0 07 20.4
 GZ2765;SPC KY1Z     - 3,570,909.42  4,863,155.61   sFT  0.99998920   -0 07 20.4
 GZ2765;SPC KY S     -   588,406.090   482,293.456   MT  0.99995173   -0 07 15.1
 GZ2765;SPC KY S     - 1,930,462.31  1,582,324.45   sFT  0.99995173   -0 07 15.1
 GZ2765;UTM  16      - 4,109,788.961   593,331.839   MT  0.99970730   +0 38 03.4
 GZ2765
 GZ2765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2765!SPC KY1Z     -   0.99997132  x   0.99998920  =   0.99996052
 GZ2765!SPC KY S     -   0.99997132  x   0.99995173  =   0.99992305
 GZ2765!UTM  16      -   0.99997132  x   0.99970730  =   0.99967863
 GZ2765
 GZ2765:                Primary Azimuth Mark                     Grid Az
 GZ2765:SPC KY1Z     -  CAVE CITY AZ MK                          122 08 06.5
 GZ2765:SPC KY S     -  CAVE CITY AZ MK                          122 08 01.2
 GZ2765:UTM  16      -  CAVE CITY AZ MK                          121 22 42.7
 GZ2765
 GZ2765|---------------------------------------------------------------------|
 GZ2765| PID    Reference Object                     Distance      Geod. Az  |
 GZ2765|                                                           dddmmss.s |
 GZ2765| CG7394 CAVE CITY AZ MK                                    1220046.1 |
 GZ2765| CG7395 CAVE CITY RM 1                       13.345 METERS 29953     |
 GZ2765| GZ2764 CAVE CITY MUNICIPAL TANK              9.300 METERS 31704     |
 GZ2765| CG7396 CAVE CITY RM 2                       13.387 METERS 33341     |
 GZ2765|---------------------------------------------------------------------|
 GZ2765
 GZ2765                          SUPERSEDED SURVEY CONTROL
 GZ2765
 GZ2765  NAD 83(1986)-  37 07 47.31042(N)    085 56 57.38893(W) AD(       ) 3
 GZ2765  NAD 27      -  37 07 47.13100(N)    085 56 57.47100(W) AD(       ) 3
 GZ2765  NGVD 29 (07/19/86)  214.     (m)          702.     (f) VERT ANG       
 GZ2765
 GZ2765.Superseded values are not recommended for survey control.
 GZ2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2765.See file dsdata.txt to determine how the superseded data were derived.
 GZ2765
 GZ2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9333209789(NAD 83)
 GZ2765_MARKER: DS = TRIANGULATION STATION DISK
 GZ2765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2765
 GZ2765  HISTORY     - Date     Condition        Report By
 GZ2765  HISTORY     - 1951     MONUMENTED       CGS
 GZ2765  HISTORY     - 1960     GOOD             PAS
 GZ2765  HISTORY     - 1964     GOOD             CGS
 GZ2765
 GZ2765                          STATION DESCRIPTION
 GZ2765
 GZ2765'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2765'STATION IS LOCATED ABOUT 1/2 MILE EAST OF CAVE CITY NEAR THE MUNI.
 GZ2765'WATER TANK. IT IS 30.5 FEET SOUTHWEST OF CENTER OF STANDPIPE OF
 GZ2765'TANK. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CAVE
 GZ2765'CITY 1951.
 GZ2765'
 GZ2765'REFERENCE MARK NO. 1 IS SET FLUSH IN THE CONCRETE BASE OF THE WEST
 GZ2765'LEG OF TANK. IT IS STAMPED CAVE CITY NO 1 1951.
 GZ2765'
 GZ2765'REFERENCE MARK NO. 2 IS SET FLUSH IN THE CONCRETE BASE OF THE SOUTH
 GZ2765'LEG OF TANK. IT IS STAMPED CAVE CITY NO 2 1951.
 GZ2765'
 GZ2765'AZIMUTH MARK IS 37 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 70,
 GZ2765'2 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTHEAST OF A
 GZ2765'FENCE LINE. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 GZ2765'CAVE CITY 1951.
 GZ2765'
 GZ2765'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON HIGHWAY FOR
 GZ2765'0.3 MILE TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 GZ2765'
 GZ2765'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GZ2765
 GZ2765                          STATION RECOVERY (1960)
 GZ2765
 GZ2765'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 GZ2765'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 GZ2765'THE DESCRIPTION WAS ADEQUATE.
 GZ2765
 GZ2765                          STATION RECOVERY (1964)
 GZ2765
 GZ2765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HB)
 GZ2765'STATION FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.  THE TO
 GZ2765'REACH IS ADEQUATE.
 GZ2765'
 GZ2765'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2764 ***********************************************************************
 GZ2764  DESIGNATION -  CAVE CITY MUNICIPAL TANK
 GZ2764  PID         -  GZ2764
 GZ2764  STATE/COUNTY-  KY/BARREN
 GZ2764  USGS QUAD   -  HORSE CAVE (1966)
 GZ2764
 GZ2764                         *CURRENT SURVEY CONTROL
 GZ2764  ___________________________________________________________________
 GZ2764* NAD 83(1993)-  37 07 47.52326(N)    085 56 57.63887(W)     ADJUSTED  
 GZ2764* NAVD 88     -                                                        
 GZ2764  ___________________________________________________________________
 GZ2764  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 GZ2764  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GZ2764
 GZ2764  HORZ ORDER  -  THIRD
 GZ2764
 GZ2764.The horizontal coordinates were established by classical geodetic methods
 GZ2764.and adjusted by the National Geodetic Survey in December 1995..
 GZ2764
 GZ2764
 GZ2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2764
 GZ2764.The geoid height was determined by GEOID03.
 GZ2764
 GZ2764;                    North         East     Units Scale Factor Converg.
 GZ2764;SPC KY1Z     - 1,088,422.191 1,482,286.474   MT  0.99998919   -0 07 20.6
 GZ2764;SPC KY1Z     - 3,570,931.80  4,863,134.87   sFT  0.99998919   -0 07 20.6
 GZ2764;SPC KY S     -   588,412.913   482,287.137   MT  0.99995172   -0 07 15.2
 GZ2764;SPC KY S     - 1,930,484.70  1,582,303.72   sFT  0.99995172   -0 07 15.2
 GZ2764;UTM  16      - 4,109,795.698   593,325.432   MT  0.99970729   +0 38 03.3
 GZ2764
 GZ2764                          SUPERSEDED SURVEY CONTROL
 GZ2764
 GZ2764  NAD 83(1986)-  37 07 47.53121(N)    085 56 57.64566(W) AD(       ) 4
 GZ2764  NAD 27      -  37 07 47.35186(N)    085 56 57.72790(W) AD(       ) 3
 GZ2764
 GZ2764.Superseded values are not recommended for survey control.
 GZ2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2764.See file dsdata.txt to determine how the superseded data were derived.
 GZ2764
 GZ2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9332509796(NAD 83)
 GZ2764_MARKER: 53 = ELEVATED TANK
 GZ2764
 GZ2764  HISTORY     - Date     Condition        Report By
 GZ2764  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2764  HISTORY     - 1964     GOOD             KYHD
 GZ2764
 GZ2764                          STATION DESCRIPTION
 GZ2764
 GZ2764'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2764'STATION IS LOCATED ABOUT 1/2 MILE EAST OF CAVE CITY. IT IS ABOUT 80
 GZ2764'FEET HIGH, PAINTED SILVER, OF STEEL CONSTRUCTION AND HAS FOUR LEGS
 GZ2764'WITH A STANDPIPE IN THE CENTER. POINT OF INTERSECTION WAS THE CENTER
 GZ2764'OF BASE OF STANDPIPE.
 GZ2764'
 GZ2764'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CAVE CITY
 GZ2764'TO THE CENTER OF BASE OF STANDPIPE. THE DISTANCE WAS 30.5 FEET, 9.30
 GZ2764'METERS.
 GZ2764
 GZ2764                          STATION RECOVERY (1964)
 GZ2764
 GZ2764'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 GZ2764'STATION IS LOCATED ABOUT 0.50 MILE EAST OF CAVE CITY, KENTUCKY. IT IS
 GZ2764'A STEEL CONSTRUCTION ABOUT 80 FEET HIGH PAINTED SILVER AND HAS
 GZ2764'FOUR LEGS WITH A STANDPIPE IN THE CENTER. POINT OF INTERSECTION WAS
 GZ2764'BALL ON TOP OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2344 ***********************************************************************
 HY2344  DESIGNATION -  CAVE RESET
 HY2344  PID         -  HY2344
 HY2344  STATE/COUNTY-  KY/GREENUP
 HY2344  USGS QUAD   -  BRUSHART (1978)
 HY2344
 HY2344                         *CURRENT SURVEY CONTROL
 HY2344  ___________________________________________________________________
 HY2344* NAD 83(1993)-  38 32 39.78793(N)    083 04 23.52269(W)     ADJUSTED  
 HY2344* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 HY2344  ___________________________________________________________________
 HY2344  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 HY2344  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HY2344
 HY2344  HORZ ORDER  -  FIRST
 HY2344
 HY2344.The horizontal coordinates were established by classical geodetic methods
 HY2344.and adjusted by the National Geodetic Survey in April 1998..
 HY2344
 HY2344.The orthometric height was scaled from a topographic map.
 HY2344
 HY2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2344
 HY2344.The geoid height was determined by GEOID03.
 HY2344
 HY2344;                    North         East     Units Scale Factor Converg.
 HY2344;SPC KY1Z     - 1,248,741.027 1,733,322.897   MT  0.99997282   +1 38 36.4
 HY2344;SPC KY1Z     - 4,096,911.19  5,686,743.54   sFT  0.99997282   +1 38 36.4
 HY2344;SPC KY N     -   116,579.590   602,585.838   MT  0.99996298   +0 43 55.4
 HY2344;SPC KY N     -   382,478.20  1,976,983.70   sFT  0.99996298   +0 43 55.4
 HY2344;SPC OH S     -    60,593.926   550,027.024   MT  1.00004251   -0 21 49.3
 HY2344;UTM  17      - 4,268,255.900   319,323.395   MT  1.00000202   -1 17 31.9
 HY2344
 HY2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2344!SPC KY1Z     -   0.99994944  x   0.99997282  =   0.99992226
 HY2344!SPC KY N     -   0.99994944  x   0.99996298  =   0.99991242
 HY2344!SPC OH S     -   0.99994944  x   1.00004251  =   0.99999195
 HY2344!UTM  17      -   0.99994944  x   1.00000202  =   0.99995146
 HY2344
 HY2344|---------------------------------------------------------------------|
 HY2344| PID    Reference Object                     Distance      Geod. Az  |
 HY2344|                                                           dddmmss.s |
 HY2344| DB8976 CAVE RM 3                                          05154     |
 HY2344| DB8974 CAVE RM 1                                          08756     |
 HY2344| DB8975 CAVE RM 2                                          1565516.4 |
 HY2344| DB8977 CAVE RM 4                                          16231     |
 HY2344| HY2343 GARRISON TX EASTERN RELAY MAST      APPROX. 3.1 KM 2822151.2 |
 HY2344|---------------------------------------------------------------------|
 HY2344
 HY2344                          SUPERSEDED SURVEY CONTROL
 HY2344
 HY2344  NAD 83(1993)-  38 32 39.78828(N)    083 04 23.52328(W) AD(       ) 1
 HY2344  NAD 83(1986)-  38 32 39.79490(N)    083 04 23.52701(W) AD(       ) 1
 HY2344  NAD 27      -  38 32 39.51300(N)    083 04 23.89600(W) AD(       ) 1
 HY2344
 HY2344.Superseded values are not recommended for survey control.
 HY2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2344.See file dsdata.txt to determine how the superseded data were derived.
 HY2344
 HY2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC1932368256(NAD 83)
 HY2344_MARKER: DS = TRIANGULATION STATION DISK
 HY2344_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HY2344
 HY2344  HISTORY     - Date     Condition        Report By
 HY2344  HISTORY     - 1928     MONUMENTED       CGS
 HY2344  HISTORY     - 1935     GOOD             CGS
 HY2344  HISTORY     - 1953     SEE DESCRIPTION  CGS
 HY2344  HISTORY     - 1957     GOOD             CGS
 HY2344
 HY2344                          STATION DESCRIPTION
 HY2344
 HY2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 HY2344'STATION RECOVERED AND REMARKED BY STANDARD TABLET, 1 FOOT
 HY2344'UNDERGROUND, AND 43 FEET EAST NORTHEAST OF LARGE WHITE OAK TREE WITH
 HY2344'2 FOOT GIRDLE AND LARGE TRIANGULAR CUT IN THE EAST SIDE.  TWO NEW
 HY2344'REFERENCE MARKS WERE ESTABLISHED AND LOCAL ASSISTANCE WILL
 HY2344'PROBABLY BE NEEDED IN LOCATING REFERENCE MARK NO.1.  TRUCK CAN BE
 HY2344'DRIVEN TO STATION BY FOLLOWING ROAD TO TOP OF RIDGE, TURN RIGHT AND
 HY2344'FOLLOW RIDGE TO THE STATION, APPROACHING IT FROM THE WEST.
 HY2344'
 HY2344'REFERENCE MARK NO.1 IS EAST SOUTHEAST OF THE STATION, HALFWAY UP
 HY2344'RIDGE ACROSS CANYON IN ROCK NEAR CAVE.
 HY2344'
 HY2344'REFERENCE MARK NO.2 IS SOUTH OF THE STATION, IN ROCK NEAR LARGE
 HY2344'POPLAR TREE ON FAR HILL.
 HY2344'
 HY2344'A 90 FOOT STEEL TOWER IS REQUIRED.
 HY2344
 HY2344                          STATION RECOVERY (1935)
 HY2344
 HY2344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ATM)
 HY2344'TO REACH FROM GREENUP, KENTUCKY, FOLLOW RIVER ROAD 1.0 MILE NORTH OF
 HY2344'GREENUP.  TURN WEST AND GO 7.0 MILES TO FORKS OF ROAD, TAKE LEFT
 HY2344'FORK AND GO 1.6 MILES TO AN OLD WOODEN BRIDGE.  TAKE RIGHT FORK AND
 HY2344'GO 6.2 MILES TO TWO STORY HOUSE.  TAKE LEFT FORK AND GO 3.2 MILES.
 HY2344'TAKE RIGHT FORK GO 0.8 MILES TO 1-1/2 STORY HOUSE.  TAKE RIGHT FORK
 HY2344'TO TOP OF RIDGE TO STATION.  REFERENCE MARKS AND STATION IN
 HY2344'EXCELLENT CONDITION.
 HY2344
 HY2344                          STATION RECOVERY (1953)
 HY2344
 HY2344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2344'STATION WAS RECOVERED AND STATION MARK AND REFERENCE MARK NO.2 WERE
 HY2344'FOUND IN GOOD CONDITION.  REFERENCE MARK NO.1 WAS NOT RECOVERED.
 HY2344'TWO NEW REFERENCE MARKS WERE ESTABLISHED BY THIS PARTY.  A COMPLETE
 HY2344'NEW DESCRIPTION FOLLOWS--
 HY2344'
 HY2344'STATION IS LOCATED ON TOP OF A HIGH BARE HILL ON THE PROPERTY OF
 HY2344'HENRY DEWEL ABOUT 9 MILES NORTH OF CARTER CITY AND ABOUT 7 MILES
 HY2344'SOUTHEAST OF GARRISON.  IT IS 146 FEET SOUTHWEST OF A FENCE AND 144
 HY2344'FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS 6 INCHES
 HY2344'UNDERGROUND AND THE DISK IS STAMPED CAVE C. AND G.S. 1885 1928.
 HY2344'
 HY2344'REFERENCE MARK NO.2 IS 37 FEET EAST OF THE CENTER OF A DIRT ROAD AND
 HY2344'2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 8
 HY2344'INCHES AND THE DISK IS STAMPED CAVE C AND GS 1885 NO 2 1928.
 HY2344'
 HY2344'REFERENCE MARK NO.3 IS 3 FEET SOUTH OF AN 8 INCH LOCUST TREE AND 2
 HY2344'FEET SOUTHWEST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 HY2344'DISK IS STAMPED CAVE NO 3 1885 1928.
 HY2344'
 HY2344'REFERENCE MARK NO.4 IS 6 FEET NORTH OF A FENCE AND 2 FEET NORTHEAST
 HY2344'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 HY2344'DISK IS STAMPED CAVE NO 4 1885 1928.
 HY2344'
 HY2344'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 24 IN
 HY2344'CARTER CITY GO EAST ON HIGHWAY 2 FOR 1.9 MILES TO THE JUNCTION OF
 HY2344'STATE HIGHWAY 7.  TURN LEFT AND GO NORTH ON HIGHWAY 7 FOR 6.1 MILE TO
 HY2344'A GRAVEL ROAD LEFT AT THE WEST END OF A CONCRETE BRIDGE.  TURN LEFT
 HY2344'AND GO NORTHERLY UP VALLEY FOR 3.6 MILES TO A FORK.  TAKE LEFT FORK
 HY2344'TAKE RIGHT FORK AND GO 1.15 MILES TO A REVERSE Y FORK.  TURN SHARP
 HY2344'LEFT UP HILL AND GO 0.35 MILE TO REFERENCE MARK NO.2 ON THE RIGHT.
 HY2344'CONTINUE NORTH AND EAST ON ROAD FOR 0.3 MILE TO A GATE RIGHT JUST
 HY2344'EAST OF MR. DEWELLS FARM BUILDINGS.  TURN RIGHT THROUGH GATE AND
 HY2344'FOLLOW WINDING FARM LANE FOR 0.4 MILE TO THE TOP OF THE HILL AND THE
 HY2344'STATION AS DESCRIBED.
 HY2344'
 HY2344'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND OBJECTS VISIBLE
 HY2344'FROM THE GROUND--
 HY2344'
 HY2344'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HY2344
 HY2344                          STATION RECOVERY (1957)
 HY2344
 HY2344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KET)
 HY2344'STATION AND REFERENCE MARKS NO.2, 3 AND 4 RECOVERED IN APPARENT GOOD
 HY2344'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0200 ***********************************************************************
 GZ0200  DESIGNATION -  CC 22 1/2
 GZ0200  PID         -  GZ0200
 GZ0200  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0200  USGS QUAD   -  BRODHEAD (1953)
 GZ0200
 GZ0200                         *CURRENT SURVEY CONTROL
 GZ0200  ___________________________________________________________________
 GZ0200* NAD 83(1986)-  37 25 40.     (N)    084 27 13.     (W)     SCALED    
 GZ0200* NAVD 88     -       274.506  (meters)     900.61   (feet)  ADJUSTED  
 GZ0200  ___________________________________________________________________
 GZ0200  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GZ0200  DYNAMIC HT  -         274.298 (meters)     899.93  (feet)  COMP
 GZ0200  MODELED GRAV-     979,865.1   (mgal)                       NAVD 88
 GZ0200
 GZ0200  VERT ORDER  -  SECOND    CLASS 0
 GZ0200
 GZ0200.The horizontal coordinates were scaled from a topographic map and have
 GZ0200.an estimated accuracy of +/- 6 seconds.
 GZ0200
 GZ0200.The orthometric height was determined by differential leveling
 GZ0200.and adjusted by the National Geodetic Survey in June 1991..
 GZ0200
 GZ0200.The geoid height was determined by GEOID03.
 GZ0200
 GZ0200.The dynamic height is computed by dividing the NAVD 88
 GZ0200.geopotential number by the normal gravity value computed on the
 GZ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0200.degrees latitude (g = 980.6199 gals.).
 GZ0200
 GZ0200.The modeled gravity was interpolated from observed gravity values.
 GZ0200
 GZ0200;                    North         East    Units  Estimated Accuracy
 GZ0200;SPC KY1Z     - 1,122,260.    1,614,730.      MT  (+/- 180 meters Scaled)
 GZ0200
 GZ0200                          SUPERSEDED SURVEY CONTROL
 GZ0200
 GZ0200  NGVD 29 (??/??/92)  274.661  (m)          901.12   (f) ADJ UNCH    2 0
 GZ0200
 GZ0200.Superseded values are not recommended for survey control.
 GZ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0200.See file dsdata.txt to determine how the superseded data were derived.
 GZ0200
 GZ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG253453(NAD 83)
 GZ0200_MARKER: O = CHISELED CIRCLE
 GZ0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0200_SP_SET: BRIDGE
 GZ0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0200
 GZ0200  HISTORY     - Date     Condition        Report By
 GZ0200  HISTORY     - UNK      MONUMENTED
 GZ0200  HISTORY     - 1935     GOOD             NGS
 GZ0200
 GZ0200                          STATION DESCRIPTION
 GZ0200
 GZ0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GZ0200'2.4 MI NW FROM BRODHEAD.
 GZ0200'2.4 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0200'FROM THE STATION AT BRODHEAD, ROCKCASTLE COUNTY, 130 YARDS
 GZ0200'NORTHWEST OF A FARM-ROAD CROSSING, AT BRIDGE 22-1/2, IN THE
 GZ0200'SOUTHWEST END OF THE SOUTHEAST WING WALL, 7 FEET SOUTHWEST OF THE
 GZ0200'SOUTHWEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  AN
 GZ0200'OUTLINED CIRCLE.  NOTE-- THE ORIGIN OF THIS BENCH MARK IS
 GZ0200'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2776 ***********************************************************************
 GZ2776  DESIGNATION -  CEDAR GLADE
 GZ2776  PID         -  GZ2776
 GZ2776  STATE/COUNTY-  KY/BULLITT
 GZ2776  USGS QUAD   -  SAMUELS (1991)
 GZ2776
 GZ2776                         *CURRENT SURVEY CONTROL
 GZ2776  ___________________________________________________________________
 GZ2776* NAD 83(1993)-  37 59 58.32016(N)    085 31 03.92204(W)     ADJUSTED  
 GZ2776* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 GZ2776  ___________________________________________________________________
 GZ2776  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 GZ2776  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 GZ2776
 GZ2776  HORZ ORDER  -  SECOND
 GZ2776
 GZ2776.The horizontal coordinates were established by classical geodetic methods
 GZ2776.and adjusted by the National Geodetic Survey in December 1995..
 GZ2776
 GZ2776.The orthometric height was scaled from a topographic map.
 GZ2776
 GZ2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2776
 GZ2776.The geoid height was determined by GEOID03.
 GZ2776
 GZ2776;                    North         East     Units Scale Factor Converg.
 GZ2776;SPC KY1Z     - 1,184,944.512 1,520,396.767   MT  0.99990724   +0 08 33.3
 GZ2776;SPC KY1Z     - 3,887,605.45  4,988,168.39   sFT  0.99990724   +0 08 33.3
 GZ2776;SPC KY N     -    56,212.780   388,653.206   MT  0.99999519   -0 47 19.1
 GZ2776;SPC KY N     -   184,424.76  1,275,106.39   sFT  0.99999519   -0 47 19.1
 GZ2776;SPC KY S     -   684,938.429   520,398.920   MT  1.00001275   +0 08 27.0
 GZ2776;SPC KY S     - 2,247,168.83  1,707,342.12   sFT  1.00001275   +0 08 27.0
 GZ2776;UTM  16      - 4,206,799.760   630,141.425   MT  0.99980860   +0 54 45.6
 GZ2776
 GZ2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2776!SPC KY1Z     -   0.99997043  x   0.99990724  =   0.99987768
 GZ2776!SPC KY N     -   0.99997043  x   0.99999519  =   0.99996562
 GZ2776!SPC KY S     -   0.99997043  x   1.00001275  =   0.99998318
 GZ2776!UTM  16      -   0.99997043  x   0.99980860  =   0.99977904
 GZ2776
 GZ2776:                Primary Azimuth Mark                     Grid Az
 GZ2776:SPC KY1Z     -  MT WASHINGTON CHURCH SPIRE               336 29 05.2
 GZ2776:SPC KY N     -  MT WASHINGTON CHURCH SPIRE               337 24 57.6
 GZ2776:SPC KY S     -  MT WASHINGTON CHURCH SPIRE               336 29 11.5
 GZ2776:UTM  16      -  MT WASHINGTON CHURCH SPIRE               335 42 52.9
 GZ2776
 GZ2776|---------------------------------------------------------------------|
 GZ2776| PID    Reference Object                     Distance      Geod. Az  |
 GZ2776|                                                           dddmmss.s |
 GZ2776| HZ2178 MT WASHINGTON CHURCH SPIRE          APPROX. 6.1 KM 3363738.5 |
 GZ2776|---------------------------------------------------------------------|
 GZ2776
 GZ2776                          SUPERSEDED SURVEY CONTROL
 GZ2776
 GZ2776  NAD 83(1986)-  37 59 58.32646(N)    085 31 03.93223(W) AD(       ) 2
 GZ2776  NAD 27      -  37 59 58.11500(N)    085 31 04.10900(W) AD(       ) 2
 GZ2776
 GZ2776.Superseded values are not recommended for survey control.
 GZ2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2776.See file dsdata.txt to determine how the superseded data were derived.
 GZ2776
 GZ2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3014106800(NAD 83)
 GZ2776_MARKER: H = DRILL HOLE
 GZ2776_SETTING: 0 = UNSPECIFIED SETTING
 GZ2776_MARK LOGO: CGS   
 GZ2776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2776
 GZ2776  HISTORY     - Date     Condition        Report By
 GZ2776  HISTORY     - 1883     MONUMENTED       CGS
 GZ2776  HISTORY     - 1950     SEE DESCRIPTION  USGS
 GZ2776  HISTORY     - 1951     POOR             CGS
 GZ2776  HISTORY     - 1957     GOOD             CGS
 GZ2776
 GZ2776                          STATION DESCRIPTION
 GZ2776
 GZ2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (JFP)
 GZ2776'ABOUT 5-1/4 MILES FROM MOUNT WASHINGTON VILLAGE, ON LAND BELONGING TO
 GZ2776'H.H.SWIERINGEN, ON HIGHEST POINT OF AN ELONGATED HILL ABOUT 1-1/4
 GZ2776'MILES FROM HIS HOUSE. CEDAR GLADE SCHOOLHOUSE IS ON THE S END OF THE
 GZ2776'SAME HILL, ABOUT 1/8 MILE FROM THE STATION.
 GZ2776'
 GZ2776'STATION IS MARKED BY A DRILL HOLE IN A STONE ABOUT 14 INCHES BELOW
 GZ2776'THE SURFACE OF THE GROUND AND BY A PILE OF EARTH AND STONES
 GZ2776'AROUND THE BASE OF THE SIGNAL POLE.
 GZ2776
 GZ2776                          STATION RECOVERY (1950)
 GZ2776
 GZ2776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 GZ2776'DRILL HOLE IN ROCK FOUND IN GOOD CONDITION AS DESCRIBED.
 GZ2776'NO REFERENCE POSTS OR ROCKS REFERENCED IN.
 GZ2776
 GZ2776                          STATION RECOVERY (1951)
 GZ2776
 GZ2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RRY)
 GZ2776'THE MARK, A DRILL HOLE IN A ROCK, WAS RECOVERED AS DESCRIBED, IN POOR
 GZ2776'CONDITION. THE ROCK APPEARS TO HAVE BEEN MOVED.  IT IS ASSUMED THAT
 GZ2776'IT IS IN APPROXIMATELY THE ORIGINAL POSITION, WITHIN INCHES OF
 GZ2776'ORIGINAL.
 GZ2776
 GZ2776                          STATION RECOVERY (1957)
 GZ2776
 GZ2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KET)
 GZ2776'ABOUT 5 MILES S.S.E. OF MT. WASHINGTON, KY., ON LAND BELONGING TO ROY
 GZ2776'POLK, ON HIGHEST POINT OF AN ELONGATED N.E.-S.W.  HILL.
 GZ2776'
 GZ2776'TO REACH FROM THE HIGHWAY BRIDGE ON THE SOUTH EDGE OF HIGH GROVE,
 GZ2776'KY., GO SOUTH ON U.S. HIGHWAY 31E FOR 0.8 MILE AND TURN RIGHT ON
 GZ2776'STATE HIGHWAY 480. GO FOR 2.1 MILES TO THE BOTTOM OF A STEEP HILL AND
 GZ2776'GRAVEL ROAD ON RIGHT. TURN RIGHT AND GO FOR 1.8 MILES TO TOP OF A
 GZ2776'STEEP HILL AND SMALL LANE ON THE RIGHT. TURN RIGHT AND FOLLOW THE
 GZ2776'LANE AS IT BEARS LEFT FOR 0.6 MILE TO A FLAT CLEARING. PARK HERE
 GZ2776'AND TO THE RIGHT IS A KNOLL WHERE THE RUINS OF THE OLD CEDAR GLADE
 GZ2776'SCHOOL LIES. THE STATION IS 500 PACES N.E. ON THE RIDGE PEAK.
 GZ2776'
 GZ2776'THE STATION IS 24 INCHES S.E. OF THE TRUNK OF A BLAZED 5 INCH PINE
 GZ2776'TREE. THE STATION IS A DRILL HOLE IN A FLAT ROCK BURIED 14
 GZ2776'INCHES, COVERED AND MARKED BY A PILE OF ROCKS. STATION IS IN FAIR
 GZ2776'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1428 ***********************************************************************
 HA1428  DESIGNATION -  CEDAR GROVE
 HA1428  PID         -  HA1428
 HA1428  STATE/COUNTY-  KY/BUTLER
 HA1428  USGS QUAD   -  RIVERSIDE (1979)
 HA1428
 HA1428                         *CURRENT SURVEY CONTROL
 HA1428  ___________________________________________________________________
 HA1428* NAD 83(1993)-  37 14 16.69413(N)    086 34 07.80696(W)     ADJUSTED  
 HA1428* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 HA1428  ___________________________________________________________________
 HA1428  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 HA1428  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HA1428
 HA1428  HORZ ORDER  -  THIRD
 HA1428
 HA1428.The horizontal coordinates were established by classical geodetic methods
 HA1428.and adjusted by the National Geodetic Survey in December 1995..
 HA1428
 HA1428.The orthometric height was scaled from a topographic map.
 HA1428
 HA1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1428
 HA1428.The geoid height was determined by GEOID03.
 HA1428
 HA1428;                    North         East     Units Scale Factor Converg.
 HA1428;SPC KY1Z     - 1,100,719.145 1,427,345.235   MT  0.99996659   -0 30 09.8
 HA1428;SPC KY1Z     - 3,611,276.06  4,682,881.83   sFT  0.99996659   -0 30 09.8
 HA1428;SPC KY S     -   600,705.856   427,346.650   MT  0.99994680   -0 29 47.7
 HA1428;SPC KY S     - 1,970,815.80  1,402,053.13   sFT  0.99994680   -0 29 47.7
 HA1428;UTM  16      - 4,121,358.829   538,243.553   MT  0.99961802   +0 15 39.3
 HA1428
 HA1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1428!SPC KY1Z     -   0.99997222  x   0.99996659  =   0.99993881
 HA1428!SPC KY S     -   0.99997222  x   0.99994680  =   0.99991903
 HA1428!UTM  16      -   0.99997222  x   0.99961802  =   0.99959025
 HA1428
 HA1428|---------------------------------------------------------------------|
 HA1428| PID    Reference Object                     Distance      Geod. Az  |
 HA1428|                                                           dddmmss.s |
 HA1428| CG8255 CEDAR GROVE RM 2                     22.009 METERS 05704     |
 HA1428| CG7400 CEDAR GROVE AZ MK                                  0703354.1 |
 HA1428| CG7401 CEDAR GROVE RM 1                     24.753 METERS 16842     |
 HA1428|---------------------------------------------------------------------|
 HA1428
 HA1428                          SUPERSEDED SURVEY CONTROL
 HA1428
 HA1428  NAD 83(1986)-  37 14 16.70352(N)    086 34 07.81325(W) AD(       ) 3
 HA1428  NAD 27      -  37 14 16.52600(N)    086 34 07.86000(W) AD(       ) 3
 HA1428
 HA1428.Superseded values are not recommended for survey control.
 HA1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1428.See file dsdata.txt to determine how the superseded data were derived.
 HA1428
 HA1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3824421359(NAD 83)
 HA1428_MARKER: DS = TRIANGULATION STATION DISK
 HA1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1428
 HA1428  HISTORY     - Date     Condition        Report By
 HA1428  HISTORY     - 1952     MONUMENTED       CGS
 HA1428
 HA1428                          STATION DESCRIPTION
 HA1428
 HA1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1428'STATION IS LOCATED ON THE PROPERTY OF JOHN EBERMAN ABOUT 6 MILES EAST
 HA1428'OF MORGANTOWN AND ABOUT 0.2 MILE SOUTH OF THE CEDAR GROVE SCHOOL
 HA1428'BUILDING.  IT IS 40 FEET SOUTHEAST OF AN 18 INCH OAK TREE WITH
 HA1428'TRIANGLE BLAZE, 24 FEET SOUTH OF CENTER OF DIRT ROAD AND 4 FEET
 HA1428'NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 HA1428'AND THE DISK IS STAMPED CEDAR GROVE 1952.
 HA1428'
 HA1428'REFERENCE MARK NO. 1 PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 HA1428'CEDAR GROVE NO 1 1952.
 HA1428'
 HA1428'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF CENTER OF DIRT ROAD.  THE
 HA1428'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CEDAR GROVE NO
 HA1428'2 1952.
 HA1428'
 HA1428'AZIMUTH MARK IS 18 FEET SOUTH OF CENTER OF A GRAVEL ROAD, 15 FEET
 HA1428'WEST OF CENTER OF A DIRT ROAD AND 2 FEET WEST OF A WHITE WITNESS
 HA1428'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CEDAR
 HA1428'GROVE 1952.
 HA1428'
 HA1428'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70, 71 AND
 HA1428'105 WHICH IS ABOUT 2 MILES NORTH OF MORGANTOWN, GO NORTH ON HIGHWAY
 HA1428'70 AND 105 FOR 0.8 MILE TO THE JUNCTION OF HIGHWAY 70.  TURN RIGHT ON
 HA1428'HIGHWAY 70 AND GO 8.9 MILES TO A GRAVEL T ROAD RIGHT AT THE JETSON
 HA1428'STORE AND POST OFFICE.  TURN RIGHT ON GRAVEL ROAD AND GO 1.2 MILES TO
 HA1428'A GRAVEL T ROAD LEFT.  TURN LEFT ON GRAVEL ROAD AND GO 0.8 MILE
 HA1428'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON GRAVEL
 HA1428'ROAD FOR 0.3 MILE TO A DIRT ROAD LEFT AT THE CEDAR GROVE SCHOOL.
 HA1428'TURN LEFT ON DIRT ROAD AND GO 0.2 MILE TO THE TOP A A SMALL GRADE
 HA1428'AND THE STATION AS DESCRIBED.
 HA1428'
 HA1428'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1504 ***********************************************************************
 HB1504  DESIGNATION -  CEDAR GROVE LOOKOUT TOWER
 HB1504  PID         -  HB1504
 HB1504  STATE/COUNTY-  KY/LIVINGSTON
 HB1504  USGS QUAD   -  BURNA (1973)
 HB1504
 HB1504                         *CURRENT SURVEY CONTROL
 HB1504  ___________________________________________________________________
 HB1504* NAD 83(1993)-  37 14 12.92050(N)    088 17 41.03856(W)     ADJUSTED  
 HB1504* NAVD 88     -                                                        
 HB1504  ___________________________________________________________________
 HB1504  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 HB1504  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 HB1504
 HB1504  HORZ ORDER  -  THIRD
 HB1504
 HB1504.The horizontal coordinates were established by classical geodetic methods
 HB1504.and adjusted by the National Geodetic Survey in December 1995..
 HB1504
 HB1504
 HB1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1504
 HB1504.The geoid height was determined by GEOID03.
 HB1504
 HB1504;                    North         East     Units Scale Factor Converg.
 HB1504;SPC KY1Z     - 1,103,362.461 1,274,229.276   MT  0.99996679   -1 33 44.5
 HB1504;SPC KY1Z     - 3,619,948.34  4,180,533.88   sFT  0.99996679   -1 33 44.5
 HB1504;SPC KY S     -   603,315.421   274,233.103   MT  0.99994683   -1 32 35.8
 HB1504;SPC KY S     - 1,979,377.34    899,713.11   sFT  0.99994683   -1 32 35.8
 HB1504;UTM  16      - 4,121,940.729   385,155.528   MT  0.99976247   -0 47 00.8
 HB1504
 HB1504                          SUPERSEDED SURVEY CONTROL
 HB1504
 HB1504  NAD 83(1986)-  37 14 12.92730(N)    088 17 41.04115(W) AD(       ) 4
 HB1504  NAD 27      -  37 14 12.73386(N)    088 17 40.92463(W) AD(       ) 3
 HB1504
 HB1504.Superseded values are not recommended for survey control.
 HB1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1504.See file dsdata.txt to determine how the superseded data were derived.
 HB1504
 HB1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8515621941(NAD 83)
 HB1504_MARKER: 57 = LOOKOUT TOWER
 HB1504
 HB1504  HISTORY     - Date     Condition        Report By
 HB1504  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1504
 HB1504                          STATION DESCRIPTION
 HB1504
 HB1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1504'THE STATION IS THE CENTER OF THE TOP OF THE CEDAR GROVE LOOKOUT
 HB1504'TOWER, LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF SALEM, ON THE HIGHEST
 HB1504'POINT OF A PROMINENT RIDGE AND ON LAND OWNED BY MR. MARK LITTLE.
 HB1504'
 HB1504'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A GLASS
 HB1504'-ENCLOSED OBSERVATION PLATFORM, OVERALL HEIGHT IS 58 FEET. THE
 HB1504'ENTIRE STRUCTURE IS PAINTED GREY.
 HB1504'
 HB1504'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CEDAR GROVE
 HB1504'TO THE CENTER OF THE BASE OF THE LOOKOUT TOWER, THE DISTANCE BEING
 HB1504'15.872 METERS (52.07 FEET) NORTHWEST OF STATION CEDAR GROVE.
 HB1504'
 HB1504'TO REACH THE STATION FROM THE POST OFFICE IN SALEM, GO WEST ON U.S.
 HB1504'HIGHWAY 60 FOR ONE BLOCK TO A SIDE STREET LEFT JUST SOUTH OF THE
 HB1504'FORD GARAGE. TURN LEFT AND FOLLOW WINDING GRAVELED ROAD SOUTH FOR 1.1
 HB1504'MILES TO A ROAD FORK. BEAR RIGHT AND CONTINUE SOUTHWEST ON GRAVELED
 HB1504'ROAD FOR 2.4 MILES TO A TRACK ROAD RIGHT, ABOUT 150 FEET SOUTH OF A
 HB1504'WHITE HOUSE ON THE RIGHT (HOME OF MR. LITTLE). BEAR RIGHT ON TRACK
 HB1504'ROAD FOR ABOUT 200 FEET TO A BOARD GATE. PASS THROUGH GATE AND FOLLOW
 HB1504'WINDING TRACK ROAD SOUTHWEST UP HILL, PASSING THROUGH ANOTHER
 HB1504'BOARD GATE FOR 0.95 MILE TO THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1505 ***********************************************************************
 HB1505  DESIGNATION -  CEDAR GROVE RESET
 HB1505  PID         -  HB1505
 HB1505  STATE/COUNTY-  KY/LIVINGSTON
 HB1505  USGS QUAD   -  BURNA (1973)
 HB1505
 HB1505                         *CURRENT SURVEY CONTROL
 HB1505  ___________________________________________________________________
 HB1505* NAD 83(1993)-  37 14 12.58323(N)    088 17 40.55209(W)     ADJUSTED  
 HB1505* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 HB1505  ___________________________________________________________________
 HB1505  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 HB1505  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 HB1505
 HB1505  HORZ ORDER  -  FIRST
 HB1505
 HB1505.The horizontal coordinates were established by classical geodetic methods
 HB1505.and adjusted by the National Geodetic Survey in December 1995..
 HB1505
 HB1505.The orthometric height was scaled from a topographic map.
 HB1505
 HB1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1505
 HB1505.The geoid height was determined by GEOID03.
 HB1505
 HB1505;                    North         East     Units Scale Factor Converg.
 HB1505;SPC KY1Z     - 1,103,351.741 1,274,240.979   MT  0.99996681   -1 33 44.2
 HB1505;SPC KY1Z     - 3,619,913.17  4,180,572.28   sFT  0.99996681   -1 33 44.2
 HB1505;SPC KY S     -   603,304.705   274,244.808   MT  0.99994684   -1 32 35.5
 HB1505;SPC KY S     - 1,979,342.19    899,751.51   sFT  0.99994684   -1 32 35.5
 HB1505;UTM  16      - 4,121,930.171   385,167.373   MT  0.99976244   -0 47 00.5
 HB1505
 HB1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1505!SPC KY1Z     -   0.99996846  x   0.99996681  =   0.99993527
 HB1505!SPC KY S     -   0.99996846  x   0.99994684  =   0.99991530
 HB1505!UTM  16      -   0.99996846  x   0.99976244  =   0.99973091
 HB1505
 HB1505:                Primary Azimuth Mark                     Grid Az
 HB1505:SPC KY1Z     -  SALEM CUMBERLAND PRESB CHURCH            058 54 46.9
 HB1505:SPC KY S     -  SALEM CUMBERLAND PRESB CHURCH            058 53 38.2
 HB1505:UTM  16      -  SALEM CUMBERLAND PRESB CHURCH            058 08 03.2
 HB1505
 HB1505|---------------------------------------------------------------------|
 HB1505| PID    Reference Object                     Distance      Geod. Az  |
 HB1505|                                                           dddmmss.s |
 HB1505| HB1492 SALEM CUMBERLAND PRESB CHURCH       APPROX. 5.5 KM 0572102.7 |
 HB1505| CI4080 CEDAR GROVE AZ MK                                  0861905.3 |
 HB1505| CI4082 CEDAR GROVE RM 1                     13.240 METERS 28703     |
 HB1505| HB1504 CEDAR GROVE LOOKOUT TOWER            15.871 METERS 31056     |
 HB1505| CI4083 CEDAR GROVE RM 2                     11.755 METERS 33236     |
 HB1505|---------------------------------------------------------------------|
 HB1505
 HB1505                          SUPERSEDED SURVEY CONTROL
 HB1505
 HB1505  NAD 83(1986)-  37 14 12.59039(N)    088 17 40.55428(W) AD(       ) 1
 HB1505  NAD 27      -  37 14 12.39655(N)    088 17 40.43816(W) AD(       ) 1
 HB1505
 HB1505.Superseded values are not recommended for survey control.
 HB1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1505.See file dsdata.txt to determine how the superseded data were derived.
 HB1505
 HB1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8516721930(NAD 83)
 HB1505_MARKER: DS = TRIANGULATION STATION DISK
 HB1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1505
 HB1505  HISTORY     - Date     Condition        Report By
 HB1505  HISTORY     - 1957     MONUMENTED       CGS
 HB1505  HISTORY     - 1978     GOOD             LOCENG
 HB1505  HISTORY     - 1978     GOOD             NGS
 HB1505
 HB1505                          STATION DESCRIPTION
 HB1505
 HB1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1505'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF SALEM, ON THE
 HB1505'HIGHEST POINT OF A PROMINENT RIDGE, NEAR THE CEDAR GROVE LOOKOUT
 HB1505'TOWER AND ON LAND OWNED BY MR. MARK LITTLE. IT IS 52 FEET SOUTHEAST
 HB1505'OF THE CENTER OF THE LOOKOUT TOWER, 39.5 FEET EAST OF A WHITE
 HB1505'WITNESS POST, 43 FEET EAST OF THE SOUTHEAST CORNER OF A WIRE FENCE
 HB1505'AROUND THE LOOKOUT TOWER AND 38 FEET SOUTHEAST OF THE NORTHEAST
 HB1505'CORNER OF THE WIRE FENCE AROUND THE LOOKOUT TOWER. THE MONUMENT IS
 HB1505'FLUSH AND THE DISK IS STAMPED CEDAR GROVE 1957.
 HB1505'
 HB1505'TO REACH THE STATION FROM THE POST OFFICE IN SALEM, GO WEST ON U.S.
 HB1505'HIGHWAY 60 FOR 1 BLOCK TO A SIDE STREET LEFT JUST SOUTH OF THE
 HB1505'FORD GARAGE. TURN LEFT AND FOLLOW WINDING GRAVELED ROAD SOUTH FOR 1.1
 HB1505'MILES TO A ROAD FORK. BEAR RIGHT AND CONTINUE SOUTHWEST ON GRAVELED
 HB1505'ROAD FOR 2.4 MILES TO A TRACK ROAD RIGHT, ABOUT 150 FEET SOUTH OF A
 HB1505'WHITE HOUSE ON THE RIGHT (HOME OF MR. LITTLE). BEAR RIGHT ON TRACK
 HB1505'ROAD FOR ABOUT 200 FEET TO A BOARD GATE. PASS THROUGH GATE AND FOLLOW
 HB1505'WINDING TRACK ROAD SOUTHWEST UP HILL, PASSING THROUGH ANOTHER
 HB1505'BOARD GATE FOR 0.8 MILE TO THE EDGE OF THE WOODS AND THE AZIMUTH
 HB1505'MARK ON THE RIGHT. CONTINUE SOUTHWEST ON TRACK ROAD FOR 0.15 MILE TO
 HB1505'THE LOOKOUT TOWER AND STATION AS DESCRIBED.
 HB1505'
 HB1505'REFERENCE MARK 1 IS SET AT THE SOUTHWEST CORNER OF THE WIRE FENCE
 HB1505'AROUND THE LOOKOUT TOWER, 6 FEET SOUTH OF THE WHITE WITNESS POST.
 HB1505'THE MONUMENT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CEDAR
 HB1505'GROVE NO 1 1957.
 HB1505'
 HB1505'REFERENCE MARK 2 IS SET AT THE NORTHEAST CORNER OF THE WIRE FENCE
 HB1505'AROUND THE LOOKOUT TOWER, 26 FEET EAST OF THE WHITE WITNESS POST.
 HB1505'THE MONUMENT PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED CEDAR
 HB1505'GROVE NO 2 1957.
 HB1505'
 HB1505'THE AZIMUTH MARK IS 30 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK
 HB1505'ROAD AND 5 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT
 HB1505'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CEDAR GROVE 1957.
 HB1505'
 HB1505'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HB1505
 HB1505                          STATION RECOVERY (1978)
 HB1505
 HB1505'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (MCC)
 HB1505'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES SOUTHWEST OF
 HB1505'SALEM, ON THE HIGHEST POINT OF A PROMINENT RIDGE, NEAR THE CEDAR
 HB1505'GROVE LOOKOUT TOWER, ON LAND OWNED BY WESTVACO CORP.
 HB1505'
 HB1505'TO REACH THE STATION FROM THE SALEM POST OFFICE ON U.S. HWY. 60, GO
 HB1505'SOUTHWEST ON U.S. HWY. 60 FOR 0.1 MILES AND TURN LEFT ONTO
 HB1505'KY. HWY. 723, GO 1.0 MILES AND BEAR RIGHT ONTO COUNTY HWY. 1433, GO
 HB1505'2.6 MILES AND TURN RIGHT ONTO TRACT ROAD (GRAVEL) THROUGH IRON
 HB1505'GATE.  GO 0.7 MILES TO AZIMUTH MARK ON RIGHT.  CONTINUE FOR 0.1
 HB1505'MILES TO STATION NEAR BASE OF LOOKOUT TOWER AS DESCRIBED.
 HB1505'
 HB1505'STATION MARK IS STAMPED CEDAR GROVE 1957 AND IS SET FLUSH.  IT IS--
 HB1505'
 HB1505'2.0 FT SOUTHWEST OF WITNESS POST SET BY WESTVACO
 HB1505'
 HB1505'50.0 FT SOUTHEAST OF THE CENTER OF THE TOWER
 HB1505'
 HB1505'44.5 FT SOUTHEAST OF THE NORTEAST LEG OF THE TOWER
 HB1505'
 HB1505'36.5 FT SOUTHEAST OF A UTILITY POLE
 HB1505'
 HB1505'AZIMUTH MARK IS STAMPED CEDAR GROVE 1957.  MONUMENT FOUND INTACT
 HB1505'BUT PUSHED OVER.  IT IS APPROXIMATELY 50 FT NORTH OF THE TRACT
 HB1505'ROAD AND APPROXIMATELY 800 FT NORTHEAST OF THE STATION.
 HB1505'
 HB1505'R.M. 1 WAS NOT LOCATED.  IT WAS APPARENTLY AT OR NEAR THE BASE
 HB1505'OF THE UTILITY POLE AND PROBABLY DESTROYED AT THE TIME THE POLE
 HB1505'WAS ERECTED.
 HB1505'
 HB1505'R.M. 2 WAS FOUND IN POOR CONDITION.  CONCRETE WAS BROKEN AND
 HB1505'IN MANY FRAGMENTS.  BRASS CAP WAS NOT LOCATED.
 HB1505
 HB1505                          STATION RECOVERY (1978)
 HB1505
 HB1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HB1505'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION.  THE SURFACE
 HB1505'STATION MARK WAS FOUND DISTURBED BY GRADING.  THE MARK WAS RESET
 HB1505'HOLDING THE UNDERGROUND POINT.  REFERENCE MARK 1 WAS NOT FOUND AND IS
 HB1505'ASSUMED DESTROYED.  REFERENCE MARK 2 WAS FOUND DESTROYED AND THE DISK
 HB1505'GONE.  THE AZIMUTH MARK WAS FOUND UPROOTED AND THE DISK WAS
 HB1505'SALVAGED.  A NEW AZIMUTH MARK WAS SET AND A POLARIS OBSERVATION
 HB1505'TAKEN.  TWO NEW REFERENCE MARKS WERE SET.  A NEW DESCRIPTION FOLLOWS.
 HB1505'
 HB1505'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF SALEM, NEAR THE
 HB1505'NOW ABANDONED CEDAR GROVE LOOKOUT TOWER, ON THE PROPERTY OF WESTVACO,
 HB1505'BOX 458, WICKLIFFE, KY. 42087, 36.5 FEET SOUTHEAST OF A UTILITY POLE,
 HB1505'50 FEET SOUTHEAST OF THE CENTER OF THE LOOKOUT TOWER, 46 FEET
 HB1505'SOUTHEAST OF THE SOUTH LEG OF THE TOWER, 44 FEET SOUTHEAST OF THE
 HB1505'EAST LEG OF THE TOWER AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 HB1505'MONUMENT IS FLUSH AND THE DISK IS STAMPED---CEDAR GROVE 1957 1978---.
 HB1505'
 HB1505'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HB1505'HIGHWAY 723 AT SALEM, GO SOUTHERLY ON HIGHWAY 723 FOR 1.0 MILE TO A
 HB1505'ROAD FORK.  TAKE THE RIGHT FORK AND GO FOR 2.6 MILES ON HIGHWAY 1433
 HB1505'TO A TRACK ROAD AND GATE ON THE RIGHT.  TURN RIGHT ON ROUGH TRACK ROAD
 HB1505'AND GO UPHILL FOR 0.7 MILE TO LOOKOUT TOWER AND STATION.  GO NORTHEAST
 HB1505'ON TRACK ROAD FOR 0.25 MILE TO AZIMUTH MARK ON THE LEFT.
 HB1505'
 HB1505'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---CEDAR GROVE 1957 NO
 HB1505'3 1978---SET IN A DRILL HOLE IN THE SOUTH LEG OF THE LOOKOUT TOWER.
 HB1505'
 HB1505'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---CEDAR GROVE 1957 NO 4
 HB1505'1978---SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE BASE OF THE
 HB1505'TOWER.
 HB1505'
 HB1505'THE AZIMUTH MARK IS 2 FEET SOUTHWEST OF A METAL WITNESS POST, 17 FEET
 HB1505'NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD.  THE MONUMENT PROJECTS
 HB1505'2 INCHES AND THE DISK IS STAMPED---CEDAR GROVE 1957 NO 2 1978---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2502 ***********************************************************************
 HZ2502  DESIGNATION -  CEDAR HILL
 HZ2502  PID         -  HZ2502
 HZ2502  STATE/COUNTY-  KY/OWEN
 HZ2502  USGS QUAD   -  MONTEREY (1987)
 HZ2502
 HZ2502                         *CURRENT SURVEY CONTROL
 HZ2502  ___________________________________________________________________
 HZ2502* NAD 83(1993)-  38 29 20.22630(N)    084 51 40.71089(W)     ADJUSTED  
 HZ2502* NAVD 88     -       272.11   (+/-2cm)     892.7    (feet)  VERTCON   
 HZ2502  ___________________________________________________________________
 HZ2502  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HZ2502  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HZ2502
 HZ2502  HORZ ORDER  -  THIRD
 HZ2502  VERT ORDER  -  THIRD ? (See Below)
 HZ2502
 HZ2502.The horizontal coordinates were established by classical geodetic methods
 HZ2502.and adjusted by the National Geodetic Survey in December 1995..
 HZ2502
 HZ2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2502.The vertical order pertains to the NGVD 29 superseded value.
 HZ2502
 HZ2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2502
 HZ2502.The geoid height was determined by GEOID03.
 HZ2502
 HZ2502;                    North         East     Units Scale Factor Converg.
 HZ2502;SPC KY1Z     - 1,239,610.391 1,577,530.733   MT  0.99996200   +0 32 44.2
 HZ2502;SPC KY1Z     - 4,066,955.09  5,175,615.41   sFT  0.99996200   +0 32 44.2
 HZ2502;SPC KY N     -   109,947.946   446,668.127   MT  0.99996215   -0 22 49.0
 HZ2502;SPC KY N     -   360,720.89  1,465,443.68   sFT  0.99996215   -0 22 49.0
 HZ2502;UTM  16      - 4,262,234.683   686,527.688   MT  1.00002848   +1 19 53.1
 HZ2502
 HZ2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2502!SPC KY1Z     -   0.99996260  x   0.99996200  =   0.99992460
 HZ2502!SPC KY N     -   0.99996260  x   0.99996215  =   0.99992475
 HZ2502!UTM  16      -   0.99996260  x   1.00002848  =   0.99999108
 HZ2502
 HZ2502:                Primary Azimuth Mark                     Grid Az
 HZ2502:SPC KY1Z     -  OWENTON OWEN CO CTHSE DOME               021 12 00.9
 HZ2502:SPC KY N     -  OWENTON OWEN CO CTHSE DOME               022 07 34.1
 HZ2502:UTM  16      -  OWENTON OWEN CO CTHSE DOME               020 24 52.0
 HZ2502
 HZ2502|---------------------------------------------------------------------|
 HZ2502| PID    Reference Object                     Distance      Geod. Az  |
 HZ2502|                                                           dddmmss.s |
 HZ2502| HZ2531 OWENTON OWEN CO CTHSE DOME          APPROX. 5.6 KM 0214445.1 |
 HZ2502| DB8979 CEDAR HILL RM 1                      34.400 METERS 03143     |
 HZ2502| DB8978 CEDAR HILL AZ MK                                   1952026.5 |
 HZ2502| DB8980 CEDAR HILL RM 2                      32.733 METERS 33042     |
 HZ2502|---------------------------------------------------------------------|
 HZ2502
 HZ2502                          SUPERSEDED SURVEY CONTROL
 HZ2502
 HZ2502  NAD 83(1986)-  38 29 20.22980(N)    084 51 40.71951(W) AD(       ) 3
 HZ2502  NAD 27      -  38 29 19.98500(N)    084 51 40.90500(W) AD(       ) 3
 HZ2502  NGVD 29 (07/19/86)  272.29   (m)          893.3    (f) LEVELING    3  
 HZ2502
 HZ2502.Superseded values are not recommended for survey control.
 HZ2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2502.See file dsdata.txt to determine how the superseded data were derived.
 HZ2502
 HZ2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8652862235(NAD 83)
 HZ2502_MARKER: DS = TRIANGULATION STATION DISK
 HZ2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2502
 HZ2502  HISTORY     - Date     Condition        Report By
 HZ2502  HISTORY     - 1949     MONUMENTED       CGS
 HZ2502  HISTORY     - 1963     GOOD             CGS
 HZ2502
 HZ2502                          STATION DESCRIPTION
 HZ2502
 HZ2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2502'STATION IS LOCATED ABOUT 5 MILES NORTH OF MONTEREY AND 3 MILES
 HZ2502'SOUTHWEST OF OWENTON ON PROPERTY OWNED BY THE CEDAR HILL SCHOOL.  IT
 HZ2502'IS 111 FEET EAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 46 FEET
 HZ2502'WEST OF THE CENTER OF STATE HIGHWAY NO.35 AND 12 FEET NORTH OF A 24
 HZ2502'INCH MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CEDAR
 HZ2502'HILL 1949.
 HZ2502'
 HZ2502'REFERENCE MARK NO.1 IS 61 FEET WEST OF THE CENTER OF STATE HIGHWAY
 HZ2502'NO. 35, 14 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 2 FEET WEST
 HZ2502'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HZ2502'CEDAR HILL NO 1 1949.
 HZ2502'
 HZ2502'REFERENCE MARK NO.2 IS 70 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 HZ2502'FRAME HOUSE AND 22 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD.  THE
 HZ2502'MARK IS FLUSH AND THE DISK IS STAMPED CEDAR HILL NO 2 1949.
 HZ2502'
 HZ2502'AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF STATE HIGHWAY NO.35, 24
 HZ2502'FEET SOUTHWEST OF THE NORTHWEST CORNER OF A FRAME BUILDING AND 2
 HZ2502'FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 HZ2502'THE DISK IS STAMPED CEDAR HILL 1949.
 HZ2502'
 HZ2502'TO REACH THE STATION FROM THE OWEN COUNTY COURT HOUSE IN OWENTON, GO
 HZ2502'SOUTHWEST ON STATE HIGHWAY NO.35 FOR 4.0 MILES TO THE STATION ON THE
 HZ2502'RIGHT AS DESCRIBED, CONTINUE FOR 0.25 MILE TO THE AZIMUTH MARK ON
 HZ2502'THE LEFT.
 HZ2502'
 HZ2502'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HZ2502
 HZ2502                          STATION RECOVERY (1963)
 HZ2502
 HZ2502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HRW)
 HZ2502'LOCATED STA. AND R.M.
 HZ2502'
 HZ2502'R.M. NO. 1 HAD BEEN TAKEN OUT OF GROUND BUT WAS LAYING IN BRUSH IN
 HZ2502'ORIGINAL LOCATION ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2980 ***********************************************************************
 GZ2980  DESIGNATION -  CEDAR KNOB
 GZ2980  PID         -  GZ2980
 GZ2980  STATE/COUNTY-  KY/PULASKI
 GZ2980  USGS QUAD   -  SCIENCE HILL (1961)
 GZ2980
 GZ2980                         *CURRENT SURVEY CONTROL
 GZ2980  ___________________________________________________________________
 GZ2980* NAD 83(1993)-  37 12 14.70289(N)    084 44 31.73633(W)     ADJUSTED  
 GZ2980* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 GZ2980  ___________________________________________________________________
 GZ2980  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 GZ2980  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GZ2980
 GZ2980  HORZ ORDER  -  FIRST
 GZ2980
 GZ2980.The horizontal coordinates were established by classical geodetic methods
 GZ2980.and adjusted by the National Geodetic Survey in December 1995..
 GZ2980
 GZ2980.The orthometric height was scaled from a topographic map.
 GZ2980
 GZ2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2980
 GZ2980.The geoid height was determined by GEOID03.
 GZ2980
 GZ2980;                    North         East     Units Scale Factor Converg.
 GZ2980;SPC KY1Z     - 1,097,122.839 1,589,466.043   MT  0.99997329   +0 37 07.6
 GZ2980;SPC KY1Z     - 3,599,477.18  5,214,773.18   sFT  0.99997329   +0 37 07.6
 GZ2980;SPC KY S     -   597,107.622   589,463.819   MT  0.99994797   +0 36 40.4
 GZ2980;SPC KY S     - 1,959,010.59  1,933,932.55   sFT  0.99994797   +0 36 40.4
 GZ2980;UTM  16      - 4,119,900.363   700,370.580   MT  1.00009459   +1 21 56.4
 GZ2980
 GZ2980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2980!SPC KY1Z     -   0.99993194  x   0.99997329  =   0.99990523
 GZ2980!SPC KY S     -   0.99993194  x   0.99994797  =   0.99987991
 GZ2980!UTM  16      -   0.99993194  x   1.00009459  =   1.00002652
 GZ2980
 GZ2980|---------------------------------------------------------------------|
 GZ2980| PID    Reference Object                     Distance      Geod. Az  |
 GZ2980|                                                           dddmmss.s |
 GZ2980| DB8982 CEDAR KNOB RM 1                      21.879 METERS 03152     |
 GZ2980| DB8981 CEDAR KNOB AZ MK                                   1150620.5 |
 GZ2980| DB8983 CEDAR KNOB RM 2                      19.858 METERS 12055     |
 GZ2980| GZ1127 BURTON RM 1                         APPROX.17.0 KM 1782625.2 |
 GZ2980|---------------------------------------------------------------------|
 GZ2980
 GZ2980                          SUPERSEDED SURVEY CONTROL
 GZ2980
 GZ2980  NAD 83(1986)-  37 12 14.71220(N)    084 44 31.74404(W) AD(       ) 1
 GZ2980  NAD 27      -  37 12 14.43700(N)    084 44 31.93800(W) AD(       ) 1
 GZ2980
 GZ2980.Superseded values are not recommended for survey control.
 GZ2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2980.See file dsdata.txt to determine how the superseded data were derived.
 GZ2980
 GZ2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG0037119900(NAD 83)
 GZ2980_MARKER: DS = TRIANGULATION STATION DISK
 GZ2980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2980_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GZ2980
 GZ2980  HISTORY     - Date     Condition        Report By
 GZ2980  HISTORY     - 1935     MONUMENTED       CGS
 GZ2980  HISTORY     - 1950     GOOD             CGS
 GZ2980  HISTORY     - 1978     MARK NOT FOUND   NGS
 GZ2980
 GZ2980                          STATION DESCRIPTION
 GZ2980
 GZ2980'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GZ2980'THIS STATION IS ON TOP OF PROMINENT ROUND HILL LOCALLY KNOWN AS CEDAR
 GZ2980'KNOB, ABOUT 10-1/2 MILES NW OF SOMERSET, AND 6 MILES WNW OF
 GZ2980'SCIENCE HILL ON THE PROPERTY OF MR. J. T. HASTE.
 GZ2980'
 GZ2980'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GZ2980'DISKS SET IN CONCRETE.
 GZ2980'
 GZ2980'STATION MARK IS 18 FEET NNE OF 30-INCH TRIANGLE-BLAZED OAK TREE, AND
 GZ2980'18.6 FEET WSW OF 8-INCH TRIPLE-NOTCHED OAK TREE.
 GZ2980'
 GZ2980'REFERENCE MARK NO.1 IS N OF STATION, 18 INCHES S OF 3-INCH OAK TREE.
 GZ2980'
 GZ2980'REFERENCE MARK NO.2 IS E OF STATION, ON E SLOPE OF HILL.
 GZ2980'
 GZ2980'AZIMUTH MARK IS E OF STATION, 18 INCHES N OF NW CORNER OF BARN, 6
 GZ2980'PACES W OF CENTER LINE OF ROAD, AND ON THE PROPERTY OF MR. J. T.
 GZ2980'HASTE.
 GZ2980'
 GZ2980'TO REACH FROM THE POST OFFICE IN SCIENCE HILL, GO N ON U.S. HIGHWAY
 GZ2980'27 FOR 0.15 MILE TO GRAVEL ROAD TO LEFT WHERE U.S.  HIGHWAY 27 TURNS
 GZ2980'SHARP RIGHT, TURN LEFT AND GO 2.0 MILES TO CREEK. CROSS CREEK AND GO
 GZ2980'0.35 MILE TO FORKS, TAKE RIGHT FORK AND GO 1.3 MILES TO ANOTHER
 GZ2980'FORK, TAKE LEFT FORK AND GO 1.6 MILES TO ROAD TO RIGHT, KEEP STRAIGHT
 GZ2980'AHEAD AND FOLLOW IN STREAM BED FOR 0.35 MILE TO T-INTERSECTION JUST
 GZ2980'BEYOND STEEL BRIDGE, TURN LEFT AND GO 0.1 MILE TO ANSEL POST OFFICE,
 GZ2980'CONTINUE AHEAD FOR 0.5 MILE TO ROAD FORK, TAKE RIGHT FORK FOR 0.75
 GZ2980'MILE TO ANOTHER FORK, TAKE RIGHT FORK AND GO 0.95 MILE TO T-ROAD
 GZ2980'LEFT AT TOP OF GRADE, TURN LEFT AND GO 0.05 MILE TO 10-INCH
 GZ2980'TRIANGLE-BLAZED TREE AT FARM ROAD ON RIGHT TURN RIGHT ON FARM ROAD
 GZ2980'AND GO ABOUT 0.3 MILE TO EDGE OF WOODS AND END OF TRUCK TRAVEL. FROM
 GZ2980'HERE FOLLOW WAGON ROAD ABOUT 1/2 MILE TO TOP OF HILL AND STATION
 GZ2980'SITE.
 GZ2980'
 GZ2980'A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 GZ2980
 GZ2980                          STATION RECOVERY (1950)
 GZ2980
 GZ2980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2980'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GZ2980'CONDITION. THE SLOPE DISTANCES TO THE REFERENCE MARKS WERE
 GZ2980'CHECKED AND FOUND TO BE CORRECT. A DIFFERENCE WAS FOUND IN THE
 GZ2980'DIRECTION TO THE REFERENCE MARKS.  A NEW TO REACH THE
 GZ2980'STATION FOLLOWS
 GZ2980'
 GZ2980'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 BUSINESS
 GZ2980'ROUTE AND STATE HIGHWAY 635 IN SCIENCE HILL GO NORTH ON
 GZ2980'HIGHWAY 635 FOR 3.5 MILES TO A T-ROAD LEFT, TURN LEFT AND GO 1.45
 GZ2980'MILES TO A T-ROAD LEFT JUST AFTER CROSSING A CONCRETE BRIDGE, TURN
 GZ2980'LEFT AND GO 0.25 MILE TO A T-ROAD INTERSECTION JUST AFTER CROSSING A
 GZ2980'STEEL BRIDGE, TURN LEFT AND GO 0.6 MILE TO A FORK TAKE RIGHT FORK
 GZ2980'AND GO 0.8 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.6 MILE TO A
 GZ2980'SCHOOL ON THE LEFT AND END OF TRUCK TRAVEL IN BAD WEATHER. FROM HERE
 GZ2980'CONTINUE ON FOOT ON DIRT ROAD FOR ABOUT 0.4 MILE TO A T-ROAD LEFT,
 GZ2980'TURN LEFT AND FOLLOW A TRAIL ON THE EAST SIDE OF FENCE FOR ABOUT 0.5
 GZ2980'MILE TO A RAIL FENCE AND A WOODS ROAD LEADING NORTHEASTERLY UP
 GZ2980'HILL, FOLLOW WOODS ROAD UP HILL TO THE HIGHEST POINT AND STATION AS
 GZ2980'DESCRIBED.
 GZ2980'
 GZ2980'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GZ2980
 GZ2980                          STATION RECOVERY (1978)
 GZ2980
 GZ2980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GZ2980'THE SURFACE STATION MARK WAS FOUND GRADED OUT DURING WORK ON A
 GZ2980'FIRE TOWER AT THE SITE.  SEVERAL HOURS WAS SPENT AT THE SITE BUT
 GZ2980'NO TRACE WAS FOUND OF THE UNDERGROUND STATION MARK OR REFERENCE
 GZ2980'MARKS.  THE STATION IS ASSUMED DESTROYED BY THE GRADING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2070 ***********************************************************************
 GC2070  DESIGNATION -  CEDAR SPRINGS
 GC2070  PID         -  GC2070
 GC2070  STATE/COUNTY-  KY/ALLEN
 GC2070  USGS QUAD   -  SCOTTSVILLE (1994)
 GC2070
 GC2070                         *CURRENT SURVEY CONTROL
 GC2070  ___________________________________________________________________
 GC2070* NAD 83(1993)-  36 48 26.75467(N)    086 09 17.94814(W)     ADJUSTED  
 GC2070* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 GC2070  ___________________________________________________________________
 GC2070  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 GC2070  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GC2070
 GC2070  HORZ ORDER  -  SECOND
 GC2070
 GC2070.The horizontal coordinates were established by classical geodetic methods
 GC2070.and adjusted by the National Geodetic Survey in December 1995..
 GC2070
 GC2070.The orthometric height was scaled from a topographic map.
 GC2070
 GC2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2070
 GC2070.The geoid height was determined by GEOID03.
 GC2070
 GC2070;                    North         East     Units Scale Factor Converg.
 GC2070;SPC KY1Z     - 1,052,697.628 1,463,858.167   MT  1.00007744   -0 14 55.1
 GC2070;SPC KY1Z     - 3,453,725.47  4,802,674.67   sFT  1.00007744   -0 14 55.1
 GC2070;SPC KY S     -   552,689.899   463,861.419   MT  0.99998738   -0 14 44.2
 GC2070;SPC KY S     - 1,813,283.44  1,521,852.01   sFT  0.99998738   -0 14 44.2
 GC2070;UTM  16      - 4,073,843.536   575,376.016   MT  0.99966999   +0 30 22.7
 GC2070
 GC2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2070!SPC KY1Z     -   0.99996363  x   1.00007744  =   1.00004106
 GC2070!SPC KY S     -   0.99996363  x   0.99998738  =   0.99995101
 GC2070!UTM  16      -   0.99996363  x   0.99966999  =   0.99963363
 GC2070
 GC2070:                Primary Azimuth Mark                     Grid Az
 GC2070:SPC KY1Z     -  CEDAR SPRINGS AZ MK                      042 38 21.2
 GC2070:SPC KY S     -  CEDAR SPRINGS AZ MK                      042 38 10.3
 GC2070:UTM  16      -  CEDAR SPRINGS AZ MK                      041 53 03.4
 GC2070
 GC2070|---------------------------------------------------------------------|
 GC2070| PID    Reference Object                     Distance      Geod. Az  |
 GC2070|                                                           dddmmss.s |
 GC2070| CG5062 CEDAR SPRINGS AZ MK                                0422326.1 |
 GC2070| CG5064 CEDAR SPRINGS RM 2                   22.199 METERS 24612     |
 GC2070| CG5063 CEDAR SPRINGS RM 1                   32.882 METERS 34105     |
 GC2070|---------------------------------------------------------------------|
 GC2070
 GC2070                          SUPERSEDED SURVEY CONTROL
 GC2070
 GC2070  NAD 83(1986)-  36 48 26.76439(N)    086 09 17.95328(W) AD(       ) 2
 GC2070  NAD 27      -  36 48 26.60400(N)    086 09 18.00600(W) AD(       ) 2
 GC2070
 GC2070.Superseded values are not recommended for survey control.
 GC2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2070.See file dsdata.txt to determine how the superseded data were derived.
 GC2070
 GC2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7537673844(NAD 83)
 GC2070_MARKER: DS = TRIANGULATION STATION DISK
 GC2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2070
 GC2070  HISTORY     - Date     Condition        Report By
 GC2070  HISTORY     - 1950     MONUMENTED       CGS
 GC2070
 GC2070                          STATION DESCRIPTION
 GC2070
 GC2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2070'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF SCOTTSVILLE. IT IS 21
 GC2070'FEET NORTHEAST OF A 12 INCH HICKORY TREE, 12 FEET NORTHWEST OF A
 GC2070'16 INCH GUM TREE, 5 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 GC2070'NORTH OF A FENCELINE. THE MARK PROJECTS 4 INCHES AND THE DISK IS
 GC2070'STAMPED CEDAR SPRINGS 1950.
 GC2070'
 GC2070'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED CEDAR
 GC2070'SPRINGS NO 1 1950.
 GC2070'
 GC2070'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A FENCELINE. THE MARK
 GC2070'PROJECTS 2 INCHES AND THE DISK IS STAMPED CEDAR SPRINGS NO 2 1950.
 GC2070'
 GC2070'AZIMUTH MARK IS 13 FEET EAST OF THE CENTER OF GRAVEL ROAD AND 4 FEET
 GC2070'SOUTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS 4 INCHES
 GC2070'AND THE DISK IS STAMPED CEDAR SPRINGS 1950.
 GC2070'
 GC2070'TO REACH THE STATION FROM THE ALLEN COUNTY COURT HOUSE IN
 GC2070'SCOTTSVILLE, GO NORTHEAST ON U.S. HIGHWAY NO. 31E FOR 4.0 MILES
 GC2070'TO A GRAVEL T-ROAD LEFT, TURN LEFT ON GRAVEL ROAD AND GO 1.55 MILE TO
 GC2070'A DIM ROAD LEFT, TURN LEFT AND FOLLOW ALONG FENCELINE FOR 0.15 MILE
 GC2070'TO THE TOP OF HILL AND THE STATION AS DESCRIBED.
 GC2070'
 GC2070'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DIM ROAD ALONG
 GC2070'FENCELINE FOR 0.15 MILE TO GRAVEL ROAD, TURN LEFT ON GRAVEL ROAD AND
 GC2070'GO 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC2070'
 GC2070'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2745 ***********************************************************************
 GZ2745  DESIGNATION -  CENTER
 GZ2745  PID         -  GZ2745
 GZ2745  STATE/COUNTY-  KY/METCALFE
 GZ2745  USGS QUAD   -  CENTER (1985)
 GZ2745
 GZ2745                         *CURRENT SURVEY CONTROL
 GZ2745  ___________________________________________________________________
 GZ2745* NAD 83(1993)-  37 08 34.81794(N)    085 39 38.86819(W)     ADJUSTED  
 GZ2745* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GZ2745  ___________________________________________________________________
 GZ2745  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 GZ2745  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GZ2745
 GZ2745  HORZ ORDER  -  SECOND
 GZ2745
 GZ2745.The horizontal coordinates were established by classical geodetic methods
 GZ2745.and adjusted by the National Geodetic Survey in December 1995..
 GZ2745
 GZ2745.The orthometric height was scaled from a topographic map.
 GZ2745
 GZ2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2745
 GZ2745.The geoid height was determined by GEOID03.
 GZ2745
 GZ2745;                    North         East     Units Scale Factor Converg.
 GZ2745;SPC KY1Z     - 1,089,865.034 1,507,925.128   MT  0.99998626   +0 03 17.2
 GZ2745;SPC KY1Z     - 3,575,665.53  4,947,251.02   sFT  0.99998626   +0 03 17.2
 GZ2745;SPC KY S     -   589,855.889   507,924.848   MT  0.99995094   +0 03 14.8
 GZ2745;SPC KY S     - 1,935,218.86  1,666,416.77   sFT  0.99995094   +0 03 14.8
 GZ2745;UTM  16      - 4,111,575.937   618,936.479   MT  0.99977426   +0 48 31.4
 GZ2745
 GZ2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2745!SPC KY1Z     -   0.99995566  x   0.99998626  =   0.99994192
 GZ2745!SPC KY S     -   0.99995566  x   0.99995094  =   0.99990661
 GZ2745!UTM  16      -   0.99995566  x   0.99977426  =   0.99972993
 GZ2745
 GZ2745:                Primary Azimuth Mark                     Grid Az
 GZ2745:SPC KY1Z     -  THURLOW                                  055 25 51.3
 GZ2745:SPC KY S     -  THURLOW                                  055 25 53.7
 GZ2745:UTM  16      -  THURLOW                                  054 40 37.1
 GZ2745
 GZ2745|---------------------------------------------------------------------|
 GZ2745| PID    Reference Object                     Distance      Geod. Az  |
 GZ2745|                                                           dddmmss.s |
 GZ2745| GZ2744 THURLOW                             APPROX.13.7 KM 0552908.5 |
 GZ2745| CG8266 CENTER RM 1                          17.581 METERS 13213     |
 GZ2745| CG8267 CENTER RM 2                          18.066 METERS 22013     |
 GZ2745|---------------------------------------------------------------------|
 GZ2745
 GZ2745                          SUPERSEDED SURVEY CONTROL
 GZ2745
 GZ2745  NAD 83(1986)-  37 08 34.82756(N)    085 39 38.87693(W) AD(       ) 2
 GZ2745  NAD 27      -  37 08 34.62600(N)    085 39 38.98700(W) AD(       ) 2
 GZ2745
 GZ2745.Superseded values are not recommended for survey control.
 GZ2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2745.See file dsdata.txt to determine how the superseded data were derived.
 GZ2745
 GZ2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG1893611576(NAD 83)
 GZ2745_MARKER: DS = TRIANGULATION STATION DISK
 GZ2745_SETTING: 80 = SET IN A BOULDER
 GZ2745_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GZ2745
 GZ2745  HISTORY     - Date     Condition        Report By
 GZ2745  HISTORY     - 1951     MONUMENTED       CGS
 GZ2745
 GZ2745                          STATION DESCRIPTION
 GZ2745
 GZ2745'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2745'STATION IS LOCATED ON A HIGH WOODED KNOB ABOUT 15-1/2 MILES NORTHEAST
 GZ2745'OF GLASGOW AND ABOUT 10-1/2 MILES SOUTHWEST OF GREENSBURG. IT IS
 GZ2745'18.7 FEET SOUTHEAST OF A 12 INCH CEDAR TREE AND 11.7 FEET SOUTHWEST
 GZ2745'OF A WHITE WITNESS POST. THE MARK IS FLUSH WITH THE GROUND AND THE
 GZ2745'DISK IS STAMPED CENTER 1951.
 GZ2745'
 GZ2745'REFERENCE MARK NO. 1 PROJECTS ABOUT 18 INCHES AND THE DISK IS STAMPED
 GZ2745'CENTER NO 1 1951.
 GZ2745'
 GZ2745'REFERENCE MARK NO. 2 IS 18 FEET SOUTHEAST OF AN 8 INCH TRIPLE OAK
 GZ2745'TREE. THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED CENTER
 GZ2745'NO 2 1951.
 GZ2745'
 GZ2745'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 31E AND
 GZ2745'STATE HIGHWAY NO. 70 WHICH IS ABOUT 8 MILES NORTHEAST OF GLASGOW, GO
 GZ2745'EAST ON STATE HIGHWAY NO. 70 FOR 4.55 MILES TO THE JUNCTION OF STATE
 GZ2745'HIGHWAY NO. 314, TURN LEFT ON STATE HIGHWAY NO. 314 AND GO 6.9 MILES
 GZ2745'TO A T-ROAD INTERSECTION IN THE VILLAGE OF CENTER, TURN LEFT AND GO
 GZ2745'0.2 MILE PASSING THROUGH THE VILLAGE TO WHERE ROAD FORKS, TURN
 GZ2745'RIGHT AND FOLLOW SMALL GRAVEL ROAD FOR 0.75 MILE TO A SIDE ROAD LEFT,
 GZ2745'CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO A HOUSE ON THE LEFT AND
 GZ2745'ROAD TURNS SHARP RIGHT, TURN RIGHT WITH ROAD AND GO 0.05 MILE TO A
 GZ2745'DIM WOODS ROAD LEFT, TURN LEFT ON WOODS ROAD AND GO EAST FOR 0.1 MILE
 GZ2745'TO THE TOP OF HILL AND THE STATION AS DESCRIBED.
 GZ2745'
 GZ2745'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7974 ***********************************************************************
 DG7974  CBN         -  This is a Cooperative Base Network Control Station.
 DG7974  DESIGNATION -  CENTER OF POPULATION
 DG7974  PID         -  DG7974
 DG7974  STATE/COUNTY-  KY/WASHINGTON
 DG7974  USGS QUAD   -  BRUSH GROVE (1972)
 DG7974
 DG7974                         *CURRENT SURVEY CONTROL
 DG7974  ___________________________________________________________________
 DG7974* NAD 83(1993)-  37 45 39.58899(N)    085 12 53.05494(W)     ADJUSTED  
 DG7974* NAVD 88     -       219.2    (meters)     719.     (feet)  GPS OBS   
 DG7974  ___________________________________________________________________
 DG7974  X           -     421,183.996 (meters)                     COMP
 DG7974  Y           -  -5,031,266.164 (meters)                     COMP
 DG7974  Z           -   3,884,619.379 (meters)                     COMP
 DG7974  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DG7974  ELLIP HEIGHT-         185.72  (meters)          (11/03/04) GPS OBS
 DG7974  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 DG7974
 DG7974  HORZ ORDER  -  A
 DG7974  ELLP ORDER  -  THIRD     CLASS I
 DG7974
 DG7974.The horizontal coordinates were established by GPS observations
 DG7974.and adjusted by the National Geodetic Survey in November 2004..
 DG7974
 DG7974.The orthometric height was determined by GPS observations and a
 DG7974.high-resolution geoid model.
 DG7974
 DG7974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7974
 DG7974.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7974
 DG7974.The ellipsoidal height was determined by GPS observations
 DG7974.and is referenced to NAD 83.
 DG7974
 DG7974.The geoid height was determined by GEOID03.
 DG7974
 DG7974;                    North         East     Units Scale Factor Converg.
 DG7974;SPC KY1Z     - 1,158,580.716 1,547,160.947   MT  0.99990696   +0 19 43.1
 DG7974;SPC KY1Z     - 3,801,110.23  5,075,977.21   sFT  0.99990696   +0 19 43.1
 DG7974;SPC KY S     -   658,571.025   547,164.072   MT  0.99997309   +0 19 28.6
 DG7974;SPC KY S     - 2,160,661.77  1,795,154.13   sFT  0.99997309   +0 19 28.6
 DG7974;UTM  16      - 4,180,798.212   657,255.033   MT  0.99990459   +1 05 36.5
 DG7974
 DG7974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7974!SPC KY1Z     -   0.99997086  x   0.99990696  =   0.99987782
 DG7974!SPC KY S     -   0.99997086  x   0.99997309  =   0.99994395
 DG7974!UTM  16      -   0.99997086  x   0.99990459  =   0.99987545
 DG7974
 DG7974                          SUPERSEDED SURVEY CONTROL
 DG7974
 DG7974.No superseded survey control is available for this station.
 DG7974
 DG7974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5725580798(NAD 83)
 DG7974_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DG7974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7974_STAMPING: CENSUS 2000 KENTUCKY CENTER OF POPULATION
 DG7974_MARK LOGO: NGS   
 DG7974_PROJECTION: FLUSH
 DG7974_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7974+STABILITY: SURFACE MOTION
 DG7974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7974+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7974
 DG7974  HISTORY     - Date     Condition        Report By
 DG7974  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7974
 DG7974                          STATION DESCRIPTION
 DG7974
 DG7974'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7974'THE STATION IS LOCATED IN WASHINGTON COUNTY, KY, 45 MILES SOUTHEAST OF
 DG7974'LOUISVILLE, 44  MILES SOUTHWEST OF LEXINGTON, 5 1/2 MILES NORTH OF
 DG7974'SPRINGFIELD, IN THE LINCOLN  HOMESTEAD STATE PARK.
 DG7974' 
 DG7974'THE STATION IS LOCATED ON PROPERTY OWNED BY THE KENTUCKY DEPARTMENT OF
 DG7974'PARKS.
 DG7974' 
 DG7974'TO REACH THE STATION FROM THE INTERSECTION OF BLUE GRASS PARKWAY EXIT
 DG7974'42 AND KY 555, GO  SOUTH ON KY 555 FOR 8.4 MILES TO KY 438, TURN RIGHT
 DG7974'ONTO KY 438, GO WEST ON KY 438 FOR 3.5  MILES TO 'Y' INTERSECTION WITH
 DG7974'KY 528, STAY TO THE RIGHT CONTINUING ON KY 438 FOR 0.05 MILE  TO
 DG7974'LINCOLN HOMESTEAD STATE PARK AND SMALL PARKING AREA ON THE RIGHT.
 DG7974'MARK IS LOCATED  IN LAWN NEAR FIELDSTONE WALKWAY IN FRONT OF NANCY
 DG7974'HANKS MEMORIAL AND BERRY HOUSE.
 DG7974' 
 DG7974'THE STATION IS A 10 INCH DIAMETER DISK IN A 12 DIAMETER POURED
 DG7974'CONCRETE POST FLUSH WITH  THE GROUND, COMMERATING THE CENSUS 2000
 DG7974'KENTUCKY CENTER OF POPULATION.  IT IS 17.8 M  NORTH NORTHWEST OF A
 DG7974'NOAA CARSONITE WITNESS POST AND THE EAST CORNER OF A SPLIT RAIL  FENCE
 DG7974'AROUND A SMALL PARKING AREA, 20.1 M SOUTH OF THE WEST CORNER OF THE
 DG7974'NANCY HANKS  MEMORIAL, 24.2 M SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DG7974'BERRY HOUSE, AND 3.4 METERS  SOUTHEAST OF THE CENTERLINE OF A
 DG7974'FIELDSTONE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0779 ***********************************************************************
 HA0779  DESIGNATION -  CENTRAL CITY 1
 HA0779  PID         -  HA0779
 HA0779  STATE/COUNTY-  KY/MUHLENBERG
 HA0779  USGS QUAD   -  CENTRAL CITY WEST (1983)
 HA0779
 HA0779                         *CURRENT SURVEY CONTROL
 HA0779  ___________________________________________________________________
 HA0779* NAD 83(1986)-  37 17 32.     (N)    087 07 34.     (W)     SCALED    
 HA0779* NAVD 88     -       126.477  (meters)     414.95   (feet)  ADJUSTED  
 HA0779  ___________________________________________________________________
 HA0779  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HA0779  DYNAMIC HT  -         126.382 (meters)     414.64  (feet)  COMP
 HA0779  MODELED GRAV-     979,874.6   (mgal)                       NAVD 88
 HA0779
 HA0779  VERT ORDER  -  SECOND    CLASS 0
 HA0779
 HA0779.The horizontal coordinates were scaled from a topographic map and have
 HA0779.an estimated accuracy of +/- 6 seconds.
 HA0779
 HA0779.The orthometric height was determined by differential leveling
 HA0779.and adjusted by the National Geodetic Survey in June 1991..
 HA0779
 HA0779.The geoid height was determined by GEOID03.
 HA0779
 HA0779.The dynamic height is computed by dividing the NAVD 88
 HA0779.geopotential number by the normal gravity value computed on the
 HA0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0779.degrees latitude (g = 980.6199 gals.).
 HA0779
 HA0779.The modeled gravity was interpolated from observed gravity values.
 HA0779
 HA0779;                    North         East    Units  Estimated Accuracy
 HA0779;SPC KY1Z     - 1,107,320.    1,377,990.      MT  (+/- 180 meters Scaled)
 HA0779
 HA0779                          SUPERSEDED SURVEY CONTROL
 HA0779
 HA0779  NGVD 29 (??/??/92)  126.587  (m)          415.31   (f) ADJ UNCH    2 0
 HA0779
 HA0779.Superseded values are not recommended for survey control.
 HA0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0779.See file dsdata.txt to determine how the superseded data were derived.
 HA0779
 HA0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG888272(NAD 83)
 HA0779_MARKER: DB = BENCH MARK DISK
 HA0779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0779_SP_SET: SIDEWALK
 HA0779_STAMPING: CENTRAL CITY NO 1 1935
 HA0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0779
 HA0779  HISTORY     - Date     Condition        Report By
 HA0779  HISTORY     - 1935     MONUMENTED       CGS
 HA0779  HISTORY     - 1943     GOOD             NGS
 HA0779
 HA0779                          STATION DESCRIPTION
 HA0779
 HA0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0779'AT CENTRAL CITY.
 HA0779'AT CENTRAL CITY, MUHLENBERG COUNTY, DIRECTLY OPPOSITE THE POST
 HA0779'OFFICE, AT THE CITIZENS UNION BANK, IN THE TOP OF THE TOP STEP
 HA0779'AT THE NORTH ENTRANCE, 3 FEET EAST OF THE CENTER OF THE ENTRANCE
 HA0779'DOOR, 2.6 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING, IN
 HA0779'THE TOP OF THE EAST END OF THE STEP, AND 0.8 FOOT ABOVE THE
 HA0779'CONCRETE WALK.  A STANDARD DISK, STAMPED CENTRAL CITY NO 1 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0771 ***********************************************************************
 HA0771  DESIGNATION -  CENTRAL CITY 2
 HA0771  PID         -  HA0771
 HA0771  STATE/COUNTY-  KY/MUHLENBERG
 HA0771  USGS QUAD   -  DRAKESBORO (1982)
 HA0771
 HA0771                         *CURRENT SURVEY CONTROL
 HA0771  ___________________________________________________________________
 HA0771* NAD 83(1986)-  37 13 06.     (N)    087 02 46.     (W)     SCALED    
 HA0771* NAVD 88     -       123.497  (meters)     405.17   (feet)  ADJUSTED  
 HA0771  ___________________________________________________________________
 HA0771  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 HA0771  DYNAMIC HT  -         123.404 (meters)     404.87  (feet)  COMP
 HA0771  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 HA0771
 HA0771  VERT ORDER  -  SECOND    CLASS 0
 HA0771
 HA0771.The horizontal coordinates were scaled from a topographic map and have
 HA0771.an estimated accuracy of +/- 6 seconds.
 HA0771
 HA0771.The orthometric height was determined by differential leveling
 HA0771.and adjusted by the National Geodetic Survey in June 1991..
 HA0771
 HA0771.The geoid height was determined by GEOID03.
 HA0771
 HA0771.The dynamic height is computed by dividing the NAVD 88
 HA0771.geopotential number by the normal gravity value computed on the
 HA0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0771.degrees latitude (g = 980.6199 gals.).
 HA0771
 HA0771.The modeled gravity was interpolated from observed gravity values.
 HA0771
 HA0771;                    North         East    Units  Estimated Accuracy
 HA0771;SPC KY1Z     - 1,099,020.    1,384,970.      MT  (+/- 180 meters Scaled)
 HA0771
 HA0771                          SUPERSEDED SURVEY CONTROL
 HA0771
 HA0771  NGVD 29 (??/??/92)  123.613  (m)          405.55   (f) ADJ UNCH    2 0
 HA0771
 HA0771.Superseded values are not recommended for survey control.
 HA0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0771.See file dsdata.txt to determine how the superseded data were derived.
 HA0771
 HA0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG959190(NAD 83)
 HA0771_MARKER: DB = BENCH MARK DISK
 HA0771_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0771_SP_SET: WATER TABLE
 HA0771_STAMPING: CENTRAL CITY NO 2 1935
 HA0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0771
 HA0771  HISTORY     - Date     Condition        Report By
 HA0771  HISTORY     - 1935     MONUMENTED       CGS
 HA0771  HISTORY     - 1943     GOOD             NGS
 HA0771  HISTORY     - 1963     GOOD             NGS
 HA0771
 HA0771                          STATION DESCRIPTION
 HA0771
 HA0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0771'AT DRAKESBORO.
 HA0771'AT DRAKESBORO, MUHLENBERG COUNTY, ON STATE HIGHWAY 75, AT THE
 HA0771'NORTH CORNER OF THE CITIZENS BANK BUILDING (OCCUPIED IN 1943 BY
 HA0771'THE POST OFFICE), 16.3 FEET NORTHEAST OF THE CENTER OF THE
 HA0771'POST-OFFICE ENTRANCE, IN THE TOP OF THE WATER TABLE, 0.4 FOOT
 HA0771'SOUTHWEST OF THE NORTHEAST END OF THE WATER TABLE, 118.5 FEET
 HA0771'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 FOOT ABOVE
 HA0771'THE SIDEWALK.  A STANDARD DISK, STAMPED CENTRAL CITY NO 2 1935.
 HA0771
 HA0771                          STATION RECOVERY (1963)
 HA0771
 HA0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HA0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5745 ***********************************************************************
 AC5745  CBN         -  This is a Cooperative Base Network Control Station.
 AC5745  PACS        -  This is a Primary Airport Control Station.
 AC5745  DESIGNATION -  CEY A
 AC5745  PID         -  AC5745
 AC5745  STATE/COUNTY-  KY/CALLOWAY
 AC5745  USGS QUAD   -  KIRKSEY (1981)
 AC5745
 AC5745                         *CURRENT SURVEY CONTROL
 AC5745  ___________________________________________________________________
 AC5745* NAD 83(1993)-  36 39 40.29321(N)    088 22 36.79883(W)     ADJUSTED  
 AC5745* NAVD 88     -       173.80   (meters)     570.2    (feet)  GPS OBS   
 AC5745  ___________________________________________________________________
 AC5745  X           -     145,098.245 (meters)                     COMP
 AC5745  Y           -  -5,120,592.971 (meters)                     COMP
 AC5745  Z           -   3,787,385.264 (meters)                     COMP
 AC5745  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 AC5745  ELLIP HEIGHT-         145.22  (meters)          (11/03/04) GPS OBS
 AC5745  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 AC5745
 AC5745  HORZ ORDER  -  B
 AC5745  ELLP ORDER  -  THIRD     CLASS I
 AC5745
 AC5745.This mark is at Kyle-Oakley Field Airport (CEY)
 AC5745
 AC5745.The horizontal coordinates were established by GPS observations
 AC5745.and adjusted by the National Geodetic Survey in January 1997..
 AC5745
 AC5745.The orthometric height was determined by GPS observations and a
 AC5745.high-resolution geoid model.
 AC5745
 AC5745.GPS derived orthometric heights for airport stations designated as
 AC5745.PACS or SACS are published to 2 decimal places.  This maintains
 AC5745.centimeter relative accuracy between the PACS and SACS.  It does
 AC5745.not indicate centimeter accuracy relative to other marks which are
 AC5745.part of the NAVD 88 network.
 AC5745
 AC5745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5745
 AC5745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5745
 AC5745.The ellipsoidal height was determined by GPS observations
 AC5745.and is referenced to NAD 83.
 AC5745
 AC5745.The geoid height was determined by GEOID03.
 AC5745
 AC5745;                    North         East     Units Scale Factor Converg.
 AC5745;SPC KY1Z     - 1,039,694.660 1,265,143.928   MT  1.00012772   -1 36 46.1
 AC5745;SPC KY1Z     - 3,411,064.90  4,150,726.37   sFT  1.00012772   -1 36 46.1
 AC5745;SPC KY S     -   539,648.811   265,169.908   MT  1.00001388   -1 35 35.2
 AC5745;SPC KY S     - 1,770,497.81    869,978.27   sFT  1.00001388   -1 35 35.2
 AC5745;UTM  16      - 4,058,171.366   376,945.023   MT  0.99978656   -0 49 20.0
 AC5745
 AC5745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5745!SPC KY1Z     -   0.99997721  x   1.00012772  =   1.00010493
 AC5745!SPC KY S     -   0.99997721  x   1.00001388  =   0.99999109
 AC5745!UTM  16      -   0.99997721  x   0.99978656  =   0.99976377
 AC5745
 AC5745                          SUPERSEDED SURVEY CONTROL
 AC5745
 AC5745  ELLIP H (01/09/97)  145.20   (m)                       GP(       ) 4 1
 AC5745
 AC5745.Superseded values are not recommended for survey control.
 AC5745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5745.See file dsdata.txt to determine how the superseded data were derived.
 AC5745
 AC5745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF7694558171(NAD 83)
 AC5745_MARKER: I = METAL ROD
 AC5745_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC5745_STAMPING: CEY A
 AC5745_MARK LOGO: NGS   
 AC5745_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5745+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2002
 AC5745
 AC5745  HISTORY     - Date     Condition        Report By
 AC5745  HISTORY     - 1995     MONUMENTED       LOWE
 AC5745  HISTORY     - 19960729 GOOD             NGS
 AC5745  HISTORY     - 20021218 GOOD             WOOLPT
 AC5745
 AC5745                          STATION DESCRIPTION
 AC5745
 AC5745'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5745'STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) NORTHWEST OF MURRAY AT KYLE
 AC5745'FIELD, MURRAY CALLOWAY AIRPORT.  AIRPORT MANAGER JOHNNY W.PARKER
 AC5745'TELEPHONE NUMBER 502-489-2414.  TO REACH STATION FROM THE JUNCTION OF
 AC5745'STATE HIGHWAY 121 ON THE NORTH SIDE OF MURRAY, GO NORTHWEST ON STATE
 AC5745'HIGHWAY 121 FOR 4.2 KM (2.60 MI) TO JUNCTION OF STATE HIGHWAY 783 ON
 AC5745'THE RIGHT.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 783 FOR 3.9 KM
 AC5745'(2.40 MI) TO THE JUNCTION OF THE AIRPORT ENTRANCE ON THE LEFT.  TURN
 AC5745'LEFT AND GO WEST ON ENTRANCE ROAD 0.89 KM (0.55 MI) TO AIRPORT OFFICE
 AC5745'AND GATE TO THE RIGHT.  PASS THROUGH GATE AND GO NORTHWEST ACROSS
 AC5745'APRON TO THE RAMP AND JUNCTION OF A TAXIWAY, TURN LEFT AND GO
 AC5745'SOUTHWEST 0.6 KM (0.35 MI) TO STATION ON THE RIGHT IN THE GRASS
 AC5745'BETWEEN THE TAXIWAY AND RUNWAY.  THE STATION IS THE TOP CENTER OF A
 AC5745'STAINLESS STEEL ROD DRIVEN TO REFUSAL TO DEPTH OF 13.4 M (44.0 FT) IN
 AC5745'A 2.5 CM GREASE FILLED FLUTED PLASTIC SLEEVE 90 CM LONG ENCASED IN A
 AC5745'16 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO
 AC5745'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.  THE STATION IS 49.4 M
 AC5745'(162.1 FT) NORTHEAST FROM THE CENTERLINE OF RAMP AT HOLD LINE.  46.9 M
 AC5745'(153.9 FT) SOUTHEAST FROM THE CENTERLINE OF THE RUNWAY.  40.2 M (131.9
 AC5745'FT) NORTHWEST FROM CENTERLINE OF TAXIWAY.  32.6 M (107.0 FT) EAST-
 AC5745'SOUTHEAST FROM FIRST RUNWAY LIGHT.  THIS STATION IS A PRIMARY AIRPORT
 AC5745'CONTROL STATION.
 AC5745
 AC5745                          STATION RECOVERY (1996)
 AC5745
 AC5745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC5745'RECOVERED AS DESCRIBED. STATION IS LOCATED ABOUT 9.0 KM (5.60 MI)
 AC5745'NORTHWEST OF MURRAY AT KYLE FIELD, MURRAY CALLOWAY AIRPORT.  AIRPORT
 AC5745'MANAGER JOHNNY W.PARKER TELEPHONE NUMBER 502-489-2414. THIS STATION IS
 AC5745'A PRIMARY AIRPORT CONTROL STATION.
 AC5745
 AC5745                          STATION RECOVERY (2002)
 AC5745
 AC5745'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 AC5745'STATION RECOVERED AS DESCIBED WITH THESE CHANGES...
 AC5745' 
 AC5745'PHONE AREA CODE IS NOW 270. STATE HIGHWAY 783 IS NOW SR 73. ENTRANCE
 AC5745'ROAD NOW CALLED AIRPORT ROAD. STATION IS 166 FT SE FROM CENTERLINE OF
 AC5745'RUNWAY, AND 108.3 FT ESE FROM FIRST RUNWAY LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0492 ***********************************************************************
 GD0492  DESIGNATION -  CHALK
 GD0492  PID         -  GD0492
 GD0492  STATE/COUNTY-  KY/HICKMAN
 GD0492  USGS QUAD   -  OAKTON (1982)
 GD0492
 GD0492                         *CURRENT SURVEY CONTROL
 GD0492  ___________________________________________________________________
 GD0492* NAD 83(1993)-  36 43 51.67657(N)    089 07 03.60898(W)     ADJUSTED  
 GD0492* NAVD 88     -       145.357  (meters)     476.89   (feet)  ADJUSTED  
 GD0492  ___________________________________________________________________
 GD0492  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GD0492  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GD0492  DYNAMIC HT  -         145.246 (meters)     476.53  (feet)  COMP
 GD0492  MODELED GRAV-     979,863.0   (mgal)                       NAVD 88
 GD0492
 GD0492  HORZ ORDER  -  FIRST
 GD0492  VERT ORDER  -  FIRST     CLASS II
 GD0492
 GD0492.The horizontal coordinates were established by classical geodetic methods
 GD0492.and adjusted by the National Geodetic Survey in February 2000..
 GD0492
 GD0492.The orthometric height was determined by differential leveling
 GD0492.and adjusted by the National Geodetic Survey in June 1991..
 GD0492
 GD0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0492
 GD0492.The geoid height was determined by GEOID03.
 GD0492
 GD0492.The dynamic height is computed by dividing the NAVD 88
 GD0492.geopotential number by the normal gravity value computed on the
 GD0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0492.degrees latitude (g = 980.6199 gals.).
 GD0492
 GD0492.The modeled gravity was interpolated from observed gravity values.
 GD0492
 GD0492;                    North         East     Units Scale Factor Converg.
 GD0492;SPC KY1Z     - 1,049,566.579 1,199,219.889   MT  1.00010291   -2 04 03.4
 GD0492;SPC KY1Z     - 3,443,453.02  3,934,440.59   sFT  1.00010291   -2 04 03.4
 GD0492;SPC KY S     -   549,493.807   199,249.128   MT  1.00000042   -2 02 32.5
 GD0492;SPC KY S     - 1,802,797.60    653,703.18   sFT  1.00000042   -2 02 32.5
 GD0492;UTM  16      - 4,067,124.840   310,904.134   MT  1.00004054   -1 16 00.7
 GD0492
 GD0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0492!SPC KY1Z     -   0.99998160  x   1.00010291  =   1.00008451
 GD0492!SPC KY S     -   0.99998160  x   1.00000042  =   0.99998202
 GD0492!UTM  16      -   0.99998160  x   1.00004054  =   1.00002214
 GD0492
 GD0492:                Primary Azimuth Mark                     Grid Az
 GD0492:SPC KY1Z     -  COLUMBUS WATER TANK                      025 06 16.1
 GD0492:SPC KY S     -  COLUMBUS WATER TANK                      025 04 45.2
 GD0492:UTM  16      -  COLUMBUS WATER TANK                      024 18 13.4
 GD0492
 GD0492|---------------------------------------------------------------------|
 GD0492| PID    Reference Object                     Distance      Geod. Az  |
 GD0492|                                                           dddmmss.s |
 GD0492| GD1551 COLUMBUS WATER TANK                 APPROX. 3.3 KM 0230212.7 |
 GD0492| GD0491 CHALK RM 1                                         15502     |
 GD0492| GD1951 CHALK RM 2                           39.365 METERS 24010     |
 GD0492|---------------------------------------------------------------------|
 GD0492
 GD0492                          SUPERSEDED SURVEY CONTROL
 GD0492
 GD0492  NAD 83(1993)-  36 43 51.68343(N)    089 07 03.60495(W) AD(       ) 1
 GD0492  NAD 83(1986)-  36 43 51.68919(N)    089 07 03.61085(W) AD(       ) 1
 GD0492  NAD 27      -  36 43 51.48000(N)    089 07 03.36700(W) AD(       ) 1
 GD0492  NGVD 29 (??/??/??)  145.259  (m)          476.57   (f) ADJUSTED    1 2
 GD0492
 GD0492.Superseded values are not recommended for survey control.
 GD0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0492.See file dsdata.txt to determine how the superseded data were derived.
 GD0492
 GD0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1090467125(NAD 83)
 GD0492_MARKER: DS = TRIANGULATION STATION DISK
 GD0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0492_STAMPING: CHALK 1929
 GD0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0492+STABILITY: SURFACE MOTION
 GD0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0492+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 GD0492
 GD0492  HISTORY     - Date     Condition        Report By
 GD0492  HISTORY     - 1929     MONUMENTED       CGS
 GD0492  HISTORY     - 1935     GOOD             CGS
 GD0492  HISTORY     - 1957     GOOD             CGS
 GD0492  HISTORY     - 20020814 GOOD             USACE
 GD0492
 GD0492                          STATION DESCRIPTION
 GD0492
 GD0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 GD0492'ABOUT 2-1/2 MILES SOUTH OF PRESENT SITE OF COLUMBUS, KY., REACHED
 GD0492'FROM HIGHWAY AT ARLINGTON BY DIRT ROAD TO COLUMBUS, THEN SOUTH TO OLD
 GD0492'RAILROAD GRADE AT SOUTH COLUMBUS.  TURN WEST ONE-FOURTH MILE TO
 GD0492'FIRST ROAD TURNING SOUTH AND FOLLOW SOUTHWEST ABOUT 1-1/4 MILES TO
 GD0492'R. KERRS MAIL BOX.  STATION IS ON A KNOLL ON RIGHT SIDE OF ROAD, ON
 GD0492'EDGE OF BLUFF, 60 FEET NORTHWEST OF BLUFF ROAD LEADING SOUTH FROM
 GD0492'COLUMBUS, 18 FEET SOUTHEAST OF BLAZED 10-INCH GUM TREE, 50 FEET
 GD0492'SOUTHWEST OF BLAZED 30-INCH OAK, 52 FEET NORTH OF BLAZED 24-INCH
 GD0492'PECAN TREE, AND 70 FEET NORTH OF R. KERRS MAIL BOX.  A CONSPICUOUS
 GD0492'INDIAN MOUND IS IN FIELD IMMEDIATELY EAST OF STATION.  SURFACE AND
 GD0492'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 GD0492'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 GD0492'CONCRETE.  NO 1 IS ON FENCE LINE NORTH OF ROAD LEADING TO
 GD0492'MR. KERRS HOUSE, ABOUT HALFWAY BETWEEN MAIN ROAD AND HOUSE, AND
 GD0492'130 METERS 427 FEET FROM STATION S 24 DEG 58 MIN E.
 GD0492'NO. 2 IS IN WOODS, 39.36 METERS 129.1 FEET FROM STATION
 GD0492'S 60 DEG 10 MIN W.
 GD0492
 GD0492                          STATION RECOVERY (1935)
 GD0492
 GD0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GD0492'STATION AND REFERENCE MARKS IN GOOD CONDITION.
 GD0492
 GD0492                          STATION RECOVERY (1957)
 GD0492
 GD0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GD0492'2.8 MI SW FROM COLUMBUS.
 GD0492'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 123 FROM THE
 GD0492'SCHOOL AT COLUMBUS, THENCE ABOUT 1.7 MILES WEST AND SOUTHWEST
 GD0492'ALONG CHALK BLUFF ROAD, 88 FEET NORTH OF CENTER LINE OF ROAD,
 GD0492'NEAR THE JUNCTION OF A DRIVE SOUTH TO A FRAME HOUSE, 60 FEET
 GD0492'NORTH OF A 48-INCH HICKORY TREE, 46 FEET SOUTH OF A 10-INCH OAK
 GD0492'TREE WHICH IS BELOW TOP OF CLIFF, 30 FEET SOUTH OF THE TOP OF
 GD0492'CLIFF OVERLOOKING THE MISSISSIPPI RIVER, ABOUT 6 FEET ABOVE LEVEL
 GD0492'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 GD0492'INCHES.
 GD0492
 GD0492                          STATION RECOVERY (2002)
 GD0492
 GD0492'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0492'PRIVATE RESIDENCE WITH LOCKED GATE BLOCKS DRIVEABLE ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2475 ***********************************************************************
 HY2475  DESIGNATION -  CHALK
 HY2475  PID         -  HY2475
 HY2475  STATE/COUNTY-  KY/LEWIS
 HY2475  USGS QUAD   -  MANCHESTER ISLANDS (1984)
 HY2475
 HY2475                         *CURRENT SURVEY CONTROL
 HY2475  ___________________________________________________________________
 HY2475* NAD 83(1993)-  38 38 40.25235(N)    083 36 06.58017(W)     ADJUSTED  
 HY2475* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 HY2475  ___________________________________________________________________
 HY2475  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 HY2475  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HY2475
 HY2475  HORZ ORDER  -  THIRD
 HY2475
 HY2475.The horizontal coordinates were established by classical geodetic methods
 HY2475.and adjusted by the National Geodetic Survey in April 1998..
 HY2475
 HY2475.The orthometric height was scaled from a topographic map.
 HY2475
 HY2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2475
 HY2475.The geoid height was determined by GEOID03.
 HY2475
 HY2475;                    North         East     Units Scale Factor Converg.
 HY2475;SPC KY1Z     - 1,258,661.797 1,686,998.488   MT  0.99999474   +1 19 08.0
 HY2475;SPC KY1Z     - 4,129,459.58  5,534,760.87   sFT  0.99999474   +1 19 08.0
 HY2475;SPC KY N     -   127,237.478   556,426.362   MT  0.99996685   +0 24 11.5
 HY2475;SPC KY N     -   417,444.96  1,825,542.16   sFT  0.99996685   +0 24 11.5
 HY2475;SPC OH S     -    72,135.985   504,077.452   MT  1.00001865   -0 41 56.9
 HY2475;UTM  17      - 4,280,541.096   273,562.876   MT  1.00023145   -1 37 31.8
 HY2475
 HY2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2475!SPC KY1Z     -   0.99996364  x   0.99999474  =   0.99995838
 HY2475!SPC KY N     -   0.99996364  x   0.99996685  =   0.99993049
 HY2475!SPC OH S     -   0.99996364  x   1.00001865  =   0.99998229
 HY2475!UTM  17      -   0.99996364  x   1.00023145  =   1.00019508
 HY2475
 HY2475|---------------------------------------------------------------------|
 HY2475| PID    Reference Object                     Distance      Geod. Az  |
 HY2475|                                                           dddmmss.s |
 HY2475| DB8986 CHALK RM 1                           25.859 METERS 04856     |
 HY2475| HY2361 CHERRY RIDGE RESET                  APPROX.10.5 KM 0800801.1 |
 HY2475| DB8987 CHALK RM 2                           25.807 METERS 13514     |
 HY2475| DB8985 CHALK AZ MK                                        1674927.9 |
 HY2475|---------------------------------------------------------------------|
 HY2475
 HY2475                          SUPERSEDED SURVEY CONTROL
 HY2475
 HY2475  NAD 83(1993)-  38 38 40.25346(N)    083 36 06.57866(W) AD(       ) 3
 HY2475  NAD 83(1986)-  38 38 40.26093(N)    083 36 06.58421(W) AD(       ) 3
 HY2475  NAD 27      -  38 38 39.99400(N)    083 36 06.88500(W) AD(       ) 3
 HY2475
 HY2475.Superseded values are not recommended for survey control.
 HY2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2475.See file dsdata.txt to determine how the superseded data were derived.
 HY2475
 HY2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC7356380541(NAD 83)
 HY2475_MARKER: DS = TRIANGULATION STATION DISK
 HY2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2475
 HY2475  HISTORY     - Date     Condition        Report By
 HY2475  HISTORY     - 1953     MONUMENTED       CGS
 HY2475  HISTORY     - 1959     GOOD             THOMAS
 HY2475
 HY2475                          STATION DESCRIPTION
 HY2475
 HY2475'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2475'STATION IS LOCATED ABOUT 9 MILES EAST OF MAYSVILLE AND 7 MILES NORTH
 HY2475'OF TOLLESBORO AND ON THE CHALK RIDGE GRADE SCHOOL PROPERTY.  IT IS
 HY2475'87 FEET SOUTHWEST OF A WHITE WITNESS POST, 86 FEET EAST OF THE
 HY2475'CENTER OF A DIRT ROAD AND 30 FEET SOUTH OF A FENCE LINE.  THE MARK
 HY2475'IS FLUSH AND THE DISK IS STAMPED CHALK 1953.
 HY2475'
 HY2475'REFERENCE MARK NO.1 IS 15 FEET WEST OF AN 18 INCH LOCUST TREE, 3 FEET
 HY2475'WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE
 HY2475'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED CHALK NO 1 1953.
 HY2475'
 HY2475'REFERENCE MARK NO.2 IS 116 FEET SOUTHWEST OF A WHITE WITNESS POST,
 HY2475'109 FEET SOUTH OF A FENCE LINE AND 106 FEET EAST OF THE CENTER OF THE
 HY2475'DIRT ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED CHALK NO 2
 HY2475'1953.
 HY2475'
 HY2475'AZIMUTH MARK IS ABOUT 185 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 6
 HY2475'FEET NORTH EAST OF A WHITE WITNESS POST, 5 FEET SOUTHWEST OF THE
 HY2475'NORTHWEST CORNER OF A BARN AND 1 FOOT WEST OF THE WEST SIDE OF THE
 HY2475'BARN.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CHALK 1953.
 HY2475'
 HY2475'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND STATE
 HY2475'HIGHWAY 10 IN THE WEST SECTION OF TOLLESBORO GO NORTHEAST ON HIGHWAY
 HY2475'57 FOR 5.35 MILES TO A GRAVEL SIDE ROAD LEFT (STATE HIGHWAY 984).
 HY2475'TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 4.5 MILES TO A GRAVEL SIDE
 HY2475'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 1.35 MILES
 HY2475'TO THE TOP OF HILL AND THE AZIMUTH MARK ON THE LEFT BY THE BARN AS
 HY2475'DESCRIBED. CONTINUE NORTH ON GRAVEL ROAD FOR 0.05 MILE TO A T ROAD
 HY2475'LEFT, TURN LEFT AND GO WEST FOR 0.1 MILE TO THE SCHOOL HOUSE ON THE
 HY2475'RIGHT AND A DIRT ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.1 MILE
 HY2475'TO THE NORTH END OF THE PLAY GROUND AND THE STATION AS DESCRIBED.
 HY2475'
 HY2475'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HY2475
 HY2475                          STATION RECOVERY (1959)
 HY2475
 HY2475'RECOVERY NOTE BY THOMAS ENG AND SURV 1959 (ELJ)
 HY2475'STATION FOUND UNDISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0491 ***********************************************************************
 GD0491  DESIGNATION -  CHALK RM 1
 GD0491  PID         -  GD0491
 GD0491  STATE/COUNTY-  KY/HICKMAN
 GD0491  USGS QUAD   -  OAKTON (1982)
 GD0491
 GD0491                         *CURRENT SURVEY CONTROL
 GD0491  ___________________________________________________________________
 GD0491* NAD 83(1986)-  36 43 52.     (N)    089 07 03.     (W)     SCALED    
 GD0491* NAVD 88     -       140.763  (meters)     461.82   (feet)  ADJUSTED  
 GD0491  ___________________________________________________________________
 GD0491  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GD0491  DYNAMIC HT  -         140.655 (meters)     461.47  (feet)  COMP
 GD0491  MODELED GRAV-     979,863.0   (mgal)                       NAVD 88
 GD0491
 GD0491  VERT ORDER  -  FIRST     CLASS II
 GD0491
 GD0491.The horizontal coordinates were scaled from a topographic map and have
 GD0491.an estimated accuracy of +/- 6 seconds.
 GD0491
 GD0491.The orthometric height was determined by differential leveling
 GD0491.and adjusted by the National Geodetic Survey in June 1991..
 GD0491
 GD0491.The geoid height was determined by GEOID03.
 GD0491
 GD0491.The dynamic height is computed by dividing the NAVD 88
 GD0491.geopotential number by the normal gravity value computed on the
 GD0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0491.degrees latitude (g = 980.6199 gals.).
 GD0491
 GD0491.The modeled gravity was interpolated from observed gravity values.
 GD0491
 GD0491;                    North         East    Units  Estimated Accuracy
 GD0491;SPC KY1Z     - 1,049,580.    1,199,240.      MT  (+/- 180 meters Scaled)
 GD0491
 GD0491                          SUPERSEDED SURVEY CONTROL
 GD0491
 GD0491  NGVD 29 (??/??/??)  140.666  (m)          461.50   (f) ADJUSTED    1 2
 GD0491
 GD0491.Superseded values are not recommended for survey control.
 GD0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0491.See file dsdata.txt to determine how the superseded data were derived.
 GD0491
 GD0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF109671(NAD 83)
 GD0491_MARKER: DR = REFERENCE MARK DISK
 GD0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0491_SP_SET: CONCRETE POST
 GD0491_STAMPING: CHALK NO 1 1929
 GD0491_MARK LOGO: CGS   
 GD0491_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0491+STABILITY: SURFACE MOTION
 GD0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0491+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1990
 GD0491
 GD0491  HISTORY     - Date     Condition        Report By
 GD0491  HISTORY     - 1929     MONUMENTED       CGS
 GD0491  HISTORY     - 1957     GOOD             CGS
 GD0491  HISTORY     - 19901018 SEE DESCRIPTION  NGS
 GD0491
 GD0491                          STATION DESCRIPTION
 GD0491
 GD0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0491'2.8 MI SW FROM COLUMBUS.
 GD0491'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 123 FROM THE SCHOOL
 GD0491'AT COLUMBUS, THENCE ABOUT 1.7 MILES WEST AND SOUTHWEST ALONG
 GD0491'CHALK BLUFF ROAD, AT A WHITE FRAME HOUSE, 286 FEET SOUTH OF
 GD0491'CENTER LINE OF ROAD, 114 FEET NORTHWEST OF NORTHWEST CORNER OF
 GD0491'HOUSE, 32 FEET WEST OF A 36-INCH FORKED SWEET GUM TREE, 63 FEET
 GD0491'NORTHEAST OF A 40-INCH POPLAR TREE, 61 FEET SOUTH OF A POWER
 GD0491'POLE, 14 FEET NORTH OF CENTER LINE OF DRIVE TO HOUSE, 1 1/2
 GD0491'FEET ABOVE LEVEL OF DRIVE AND SET IN THE TOP OF A CONCRETE POST
 GD0491'PROJECTING 6 INCHES.
 GD0491
 GD0491                          STATION RECOVERY (1990)
 GD0491
 GD0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD0491'DUE TO THE DESCRIPTIONS BEING SO OLD THIS STATION COULD NOT BE
 GD0491'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1599 ***********************************************************************
 GB1599  DESIGNATION -  CHANCE
 GB1599  PID         -  GB1599
 GB1599  STATE/COUNTY-  KY/ADAIR
 GB1599  USGS QUAD   -  AMANDAVILLE (1981)
 GB1599
 GB1599                         *CURRENT SURVEY CONTROL
 GB1599  ___________________________________________________________________
 GB1599* NAD 83(1993)-  36 59 13.15984(N)    085 20 30.47565(W)     ADJUSTED  
 GB1599* NAVD 88     -       326.741  (meters)    1071.98   (feet)  ADJUSTED  
 GB1599  ___________________________________________________________________
 GB1599  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 GB1599  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GB1599  DYNAMIC HT  -         326.476 (meters)    1071.11  (feet)  COMP
 GB1599  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 GB1599
 GB1599  HORZ ORDER  -  SECOND
 GB1599  VERT ORDER  -  SECOND    CLASS 0
 GB1599
 GB1599.The horizontal coordinates were established by classical geodetic methods
 GB1599.and adjusted by the National Geodetic Survey in December 1995..
 GB1599
 GB1599.The orthometric height was determined by differential leveling
 GB1599.and adjusted by the National Geodetic Survey in June 1991..
 GB1599
 GB1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1599
 GB1599.The geoid height was determined by GEOID03.
 GB1599
 GB1599.The dynamic height is computed by dividing the NAVD 88
 GB1599.geopotential number by the normal gravity value computed on the
 GB1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1599.degrees latitude (g = 980.6199 gals.).
 GB1599
 GB1599.The modeled gravity was interpolated from observed gravity values.
 GB1599
 GB1599;                    North         East     Units Scale Factor Converg.
 GB1599;SPC KY1Z     - 1,072,626.153 1,536,341.635   MT  1.00002445   +0 15 02.2
 GB1599;SPC KY1Z     - 3,519,107.64  5,040,480.85   sFT  1.00002445   +0 15 02.2
 GB1599;SPC KY S     -   572,616.910   536,339.428   MT  0.99996365   +0 14 51.2
 GB1599;SPC KY S     - 1,878,660.65  1,759,640.27   sFT  0.99996365   +0 14 51.2
 GB1599;UTM  16      - 4,094,713.956   647,571.099   MT  0.99986828   +0 59 52.1
 GB1599
 GB1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1599!SPC KY1Z     -   0.99995361  x   1.00002445  =   0.99997806
 GB1599!SPC KY S     -   0.99995361  x   0.99996365  =   0.99991727
 GB1599!UTM  16      -   0.99995361  x   0.99986828  =   0.99982190
 GB1599
 GB1599:                Primary Azimuth Mark                     Grid Az
 GB1599:SPC KY1Z     -  CHANCE AZ MK                             007 33 11.5
 GB1599:SPC KY S     -  CHANCE AZ MK                             007 33 22.5
 GB1599:UTM  16      -  CHANCE AZ MK                             006 48 21.6
 GB1599
 GB1599|---------------------------------------------------------------------|
 GB1599| PID    Reference Object                     Distance      Geod. Az  |
 GB1599|                                                           dddmmss.s |
 GB1599| GB1597 CHANCE AZ MK                                       0074813.7 |
 GB1599| GB1598 CHANCE RM 1                          31.699 METERS 08754     |
 GB1599| GB1600 CHANCE RM 2                          58.348 METERS 21036     |
 GB1599|---------------------------------------------------------------------|
 GB1599
 GB1599                          SUPERSEDED SURVEY CONTROL
 GB1599
 GB1599  NAD 83(1986)-  36 59 13.17028(N)    085 20 30.48376(W) AD(       ) 2
 GB1599  NAD 27      -  36 59 12.94700(N)    085 20 30.62100(W) AD(       ) 2
 GB1599  NGVD 29 (??/??/92)  326.888  (m)         1072.46   (f) ADJ UNCH    2 0
 GB1599
 GB1599.Superseded values are not recommended for survey control.
 GB1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1599.See file dsdata.txt to determine how the superseded data were derived.
 GB1599
 GB1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4757194714(NAD 83)
 GB1599_MARKER: DS = TRIANGULATION STATION DISK
 GB1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1599_STAMPING: CHANCE 1951 1072.465
 GB1599_MARK LOGO: CGS   
 GB1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1599+STABILITY: SURFACE MOTION
 GB1599
 GB1599  HISTORY     - Date     Condition        Report By
 GB1599  HISTORY     - 1951     MONUMENTED       CGS
 GB1599  HISTORY     - 1951     GOOD             CGS
 GB1599  HISTORY     - 1958     GOOD             CGS
 GB1599  HISTORY     - 1958     GOOD             NGS
 GB1599
 GB1599                          STATION DESCRIPTION
 GB1599
 GB1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GB1599'STATION IS LOCATED ABOUT 8 MILES SOUTH OF COLUMBIA. IT IS 243 FEET
 GB1599'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 122 FEET
 GB1599'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD AND 4.5 FEET SOUTHWEST OF A
 GB1599'WHITE WITNESS POST AND IN A NORTHEAST-SOUTHWEST
 GB1599'FENCELINE. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 GB1599'STAMPED---CHANCE 1951.
 GB1599'
 GB1599'REFERENCE MARK NO. 1 IS 20 FEET SOUTHWEST OF THE CENTER OF THE GRAVEL
 GB1599'ROAD AND 1 FOOT SOUTHWEST OF A FENCELINE. THE MARK IS FLUSH AND THE
 GB1599'DISK IS STAMPED---CHANCE NO 1 1951.
 GB1599'
 GB1599'REFERENCE MARK NO. 2 IS 1 FOOT NORTHEAST OF A FENCELINE. THE MARK IS
 GB1599'FLUSH AND THE DISK IS STAMPED---CHANCE NO 2 1951.
 GB1599'
 GB1599'AZIMUTH MARK IS 45 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 GB1599'HOUSE, 20 FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 11 FEET
 GB1599'SOUTHEAST OF THE CENTER OF DRIVEWAY, 2 FEET EAST OF A WHITE WITNESS
 GB1599'POST AND 1 FOOT EAST OF A FENCE CORNER. THE MARK IS FLUSH AND
 GB1599'THE DISK IS STAMPED---CHANCE 1951.
 GB1599'
 GB1599'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN COLUMBIA, GO WEST ON
 GB1599'STATE HIGHWAY NO. 80 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY
 GB1599'NO. 61, CONTINUE SOUTHWEST ON STATE HIGHWAYS NO. 80 AND NO. 61 FOR
 GB1599'2.4 MILES TO THE JUNCTION OF THESE TWO HIGHWAYS, CONTINUE SOUTHWEST
 GB1599'ON STATE HIGHWAY NO. 61 FOR 5.05 MILES TO THE TOP OF A HILL AND A
 GB1599'GRAVEL T-ROAD LEFT, TURN LEFT ON GRAVEL ROAD AND GO 1.35 MILE TO A
 GB1599'T-ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 2.35 MILES TO A T-ROAD
 GB1599'INTERSECTION, TURN RIGHT AND GO 0.35 MILE TO THE AZIMUTH MARK ON
 GB1599'THE LEFT, CONTINUE FOR 0.25 MILE TO THE STATION ON THE RIGHT AS
 GB1599'DESCRIBED.
 GB1599
 GB1599                          STATION RECOVERY (1951)
 GB1599
 GB1599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GB1599'3.6 MI SW FROM FAIRPLAY.
 GB1599'ABOUT 0.8 MILE SOUTH ALONG A PROMINENT GRAVEL ROAD FROM THE
 GB1599'POST OFFICE AT FAIRPLAY, THENCE ABOUT 2.85 MILES WEST AND SOUTHWEST
 GB1599'ALONG A GRAVEL ROAD LEADING TO CHANCE, ABOUT 0.6 MILE SOUTH OF
 GB1599'THE JUNCTION OF A GRAVEL ROAD NORTHWEST, 128 FEET WEST OF THE
 GB1599'CENTER LINE OF ROAD AND ON THE TOP OF A PROMINENT PASTURED HILL,
 GB1599'IN LINE WITH A FENCE LINE LEADING WEST, 71 FEET SOUTHWEST OF A
 GB1599'POWER POLE, 104 1/2 FEET WEST OF RM NO. 1, 192 FEET NORTHEAST
 GB1599'OF RM NO. 2, 4 FEET WEST OF A WHITE WOODEN WITNESS POST AND
 GB1599'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1599'NOTE-- MARK IS ABOUT 0.85 MILE NORTH OF HILL TOP ROAD JUNCTION
 GB1599'AT CHANCE.  THE JUNCTION OF GRAVEL ROADS SOUTH OF FAIRPLAY
 GB1599'IS STATE HIGHWAYS 768 AND 704, AND THE MARK IS 0.6 MILE
 GB1599'SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE HIGHWAY 768.
 GB1599
 GB1599                          STATION RECOVERY (1958)
 GB1599
 GB1599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 GB1599'TRIANGULATION DESCRIPTION WAS NOT AVAILABLE AT THIS TIME. ALL MARKS
 GB1599'WERE RECOVERED IN GOOD CONDITION AND ELEVATION STAMPED ON ALL
 GB1599'MARKS.
 GB1599
 GB1599                          STATION RECOVERY (1958)
 GB1599
 GB1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1597 ***********************************************************************
 GB1597  DESIGNATION -  CHANCE AZ MK
 GB1597  PID         -  GB1597
 GB1597  STATE/COUNTY-  KY/ADAIR
 GB1597  USGS QUAD   -  AMANDAVILLE (1981)
 GB1597
 GB1597                         *CURRENT SURVEY CONTROL
 GB1597  ___________________________________________________________________
 GB1597* NAD 83(1986)-  36 59 24.     (N)    085 20 29.     (W)     SCALED    
 GB1597* NAVD 88     -       310.801  (meters)    1019.69   (feet)  ADJUSTED  
 GB1597  ___________________________________________________________________
 GB1597  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GB1597  DYNAMIC HT  -         310.548 (meters)    1018.86  (feet)  COMP
 GB1597  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 GB1597
 GB1597  VERT ORDER  -  SECOND    CLASS 0
 GB1597
 GB1597.The horizontal coordinates were scaled from a topographic map and have
 GB1597.an estimated accuracy of +/- 6 seconds.
 GB1597
 GB1597.The orthometric height was determined by differential leveling
 GB1597.and adjusted by the National Geodetic Survey in June 1991..
 GB1597
 GB1597.The geoid height was determined by GEOID03.
 GB1597
 GB1597.The dynamic height is computed by dividing the NAVD 88
 GB1597.geopotential number by the normal gravity value computed on the
 GB1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1597.degrees latitude (g = 980.6199 gals.).
 GB1597
 GB1597.The modeled gravity was interpolated from observed gravity values.
 GB1597
 GB1597;                    North         East    Units  Estimated Accuracy
 GB1597;SPC KY1Z     - 1,072,960.    1,536,380.      MT  (+/- 180 meters Scaled)
 GB1597
 GB1597                          SUPERSEDED SURVEY CONTROL
 GB1597
 GB1597  NGVD 29 (??/??/92)  310.947  (m)         1020.17   (f) ADJ UNCH    2 0
 GB1597
 GB1597.Superseded values are not recommended for survey control.
 GB1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1597.See file dsdata.txt to determine how the superseded data were derived.
 GB1597
 GB1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF476950(NAD 83)
 GB1597_MARKER: DZ = AZIMUTH MARK DISK
 GB1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1597_STAMPING: CHANCE 1951 1020.165
 GB1597_MARK LOGO: CGS   
 GB1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1597+STABILITY: SURFACE MOTION
 GB1597
 GB1597  HISTORY     - Date     Condition        Report By
 GB1597  HISTORY     - 1951     MONUMENTED       CGS
 GB1597  HISTORY     - 1958     GOOD             CGS
 GB1597
 GB1597                          STATION DESCRIPTION
 GB1597
 GB1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1597'3.4 MI SW FROM FAIRPLAY.
 GB1597'ABOUT 0.8 MILE SOUTH ALONG A PROMINENT GRAVEL ROAD FROM THE POST
 GB1597'OFFICE AT FAIRPLAY, THENCE ABOUT 2.6 MILES WEST AND SOUTHWEST
 GB1597'ALONG A GRAVEL ROAD LEADING TO CHANCE, ABOUT 1.1 MILES NORTH
 GB1597'OF THE HILL TOP ROAD JUNCTION AT CHANCE, ABOUT 0.35 MILE SOUTH
 GB1597'OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST, 20 FEET
 GB1597'EAST OF THE CENTER LINE OF ROAD, 1 FOOT SOUTHEAST AND INSIDE
 GB1597'OF A FENCE CORNER, 10 FEET SOUTH OF THE CENTER LINE OF A DRIVE
 GB1597'EAST TO A SMALL FARM HOUSE, 45 1/2 FEET SOUTHWEST OF SOUTHWEST
 GB1597'CORNER OF SMALL HOUSE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 GB1597'POST, ABOUT 1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 GB1597'A CONCRETE POST ABOUT FLUSH WITH THE GROUND.  NOTE-- THE GRAVEL-ROAD
 GB1597'JUNCTION SOUTH OF FAIRPLAY IS STATE HIGHWAY 768 AND 704.
 GB1597
 GB1597                          STATION RECOVERY (1958)
 GB1597
 GB1597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GB1597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1598 ***********************************************************************
 GB1598  DESIGNATION -  CHANCE RM 1
 GB1598  PID         -  GB1598
 GB1598  STATE/COUNTY-  KY/ADAIR
 GB1598  USGS QUAD   -  AMANDAVILLE (1981)
 GB1598
 GB1598                         *CURRENT SURVEY CONTROL
 GB1598  ___________________________________________________________________
 GB1598* NAD 83(1986)-  36 59 12.     (N)    085 20 30.     (W)     SCALED    
 GB1598* NAVD 88     -       321.893  (meters)    1056.08   (feet)  ADJUSTED  
 GB1598  ___________________________________________________________________
 GB1598  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GB1598  DYNAMIC HT  -         321.632 (meters)    1055.22  (feet)  COMP
 GB1598  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 GB1598
 GB1598  VERT ORDER  -  SECOND    CLASS 0
 GB1598
 GB1598.The horizontal coordinates were scaled from a topographic map and have
 GB1598.an estimated accuracy of +/- 6 seconds.
 GB1598
 GB1598.The orthometric height was determined by differential leveling
 GB1598.and adjusted by the National Geodetic Survey in June 1991..
 GB1598
 GB1598.The geoid height was determined by GEOID03.
 GB1598
 GB1598.The dynamic height is computed by dividing the NAVD 88
 GB1598.geopotential number by the normal gravity value computed on the
 GB1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1598.degrees latitude (g = 980.6199 gals.).
 GB1598
 GB1598.The modeled gravity was interpolated from observed gravity values.
 GB1598
 GB1598;                    North         East    Units  Estimated Accuracy
 GB1598;SPC KY1Z     - 1,072,590.    1,536,350.      MT  (+/- 180 meters Scaled)
 GB1598
 GB1598                          SUPERSEDED SURVEY CONTROL
 GB1598
 GB1598  NGVD 29 (??/??/92)  322.040  (m)         1056.56   (f) ADJ UNCH    2 0
 GB1598
 GB1598.Superseded values are not recommended for survey control.
 GB1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1598.See file dsdata.txt to determine how the superseded data were derived.
 GB1598
 GB1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF475946(NAD 83)
 GB1598_MARKER: DR = REFERENCE MARK DISK
 GB1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1598_STAMPING: CHANCE NO 1 1951 1056.560
 GB1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1598+STABILITY: SURFACE MOTION
 GB1598
 GB1598  HISTORY     - Date     Condition        Report By
 GB1598  HISTORY     - 1951     MONUMENTED       CGS
 GB1598  HISTORY     - 1958     GOOD             NGS
 GB1598
 GB1598                          STATION DESCRIPTION
 GB1598
 GB1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1598'3.6 MI SW FROM FAIRPLAY.
 GB1598'ABOUT 0.8 MILE SOUTH ALONG A PROMINENT GRAVEL ROAD FROM THE POST
 GB1598'OFFICE AT FAIRPLAY, THENCE ABOUT 2.85 MILES WEST AND SOUTHWEST
 GB1598'ALONG A GRAVEL ROAD LEADING TO CHANCE, ABOUT 0.6 MILE SOUTH
 GB1598'OF THE JUNCTION OF A GRAVEL ROAD NORTHWEST, ABOUT 0.85 MILE
 GB1598'NORTH OF THE HILL TOP ROAD JUNCTION AT CHANCE, ABOUT 60 YARDS
 GB1598'NORTH OF CONCRETE STEPS AND WALK LEADING SOUTHWEST TO A FARM
 GB1598'HOUSE, 20 FEET WEST OF THE CENTER LINE OF ROAD, 1 FOOT WEST OF A
 GB1598'FENCE LINE, 29 1/2 FEET SOUTH OF A FENCE CORNER, 104 FEET EAST
 GB1598'OF STATION MARK AND TOP OF A PROMINENT PASTURED HILL, ABOUT
 GB1598'4 FEET ABOVE ROAD AND SET IN THE TOP OF A CONCRETE POST ABOUT
 GB1598'FLUSH WITH THE GROUND.  NOTE-- THE GRAVEL-ROAD JUNCTION SOUTH
 GB1598'OF FAIRPLAY IS STATE HIGHWAYS 768 AND 704, AND THE MARK IS 0.6
 GB1598'MILE SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE HIGHWAY
 GB1598'768.
 GB1598
 GB1598                          STATION RECOVERY (1958)
 GB1598
 GB1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1600 ***********************************************************************
 GB1600  DESIGNATION -  CHANCE RM 2
 GB1600  PID         -  GB1600
 GB1600  STATE/COUNTY-  KY/ADAIR
 GB1600  USGS QUAD   -  AMANDAVILLE (1981)
 GB1600
 GB1600                         *CURRENT SURVEY CONTROL
 GB1600  ___________________________________________________________________
 GB1600* NAD 83(1986)-  36 59 12.     (N)    085 20 30.     (W)     SCALED    
 GB1600* NAVD 88     -       318.846  (meters)    1046.08   (feet)  ADJUSTED  
 GB1600  ___________________________________________________________________
 GB1600  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GB1600  DYNAMIC HT  -         318.587 (meters)    1045.23  (feet)  COMP
 GB1600  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 GB1600
 GB1600  VERT ORDER  -  SECOND    CLASS 0
 GB1600
 GB1600.The horizontal coordinates were scaled from a topographic map and have
 GB1600.an estimated accuracy of +/- 6 seconds.
 GB1600
 GB1600.The orthometric height was determined by differential leveling
 GB1600.and adjusted by the National Geodetic Survey in June 1991..
 GB1600
 GB1600.The geoid height was determined by GEOID03.
 GB1600
 GB1600.The dynamic height is computed by dividing the NAVD 88
 GB1600.geopotential number by the normal gravity value computed on the
 GB1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1600.degrees latitude (g = 980.6199 gals.).
 GB1600
 GB1600.The modeled gravity was interpolated from observed gravity values.
 GB1600
 GB1600;                    North         East    Units  Estimated Accuracy
 GB1600;SPC KY1Z     - 1,072,590.    1,536,350.      MT  (+/- 180 meters Scaled)
 GB1600
 GB1600                          SUPERSEDED SURVEY CONTROL
 GB1600
 GB1600  NGVD 29 (??/??/92)  318.992  (m)         1046.56   (f) ADJ UNCH    2 0
 GB1600
 GB1600.Superseded values are not recommended for survey control.
 GB1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1600.See file dsdata.txt to determine how the superseded data were derived.
 GB1600
 GB1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF475946(NAD 83)
 GB1600_MARKER: DR = REFERENCE MARK DISK
 GB1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1600_STAMPING: CHANCE NO 2 1951 1046.560
 GB1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1600+STABILITY: SURFACE MOTION
 GB1600
 GB1600  HISTORY     - Date     Condition        Report By
 GB1600  HISTORY     - 1951     MONUMENTED       CGS
 GB1600  HISTORY     - 1958     GOOD             NGS
 GB1600
 GB1600                          STATION DESCRIPTION
 GB1600
 GB1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1600'3.6 MI SW FROM FAIRPLAY.
 GB1600'ABOUT 0.8 MILE SOUTH ALONG A PROMINENT GRAVEL ROAD FROM THE
 GB1600'POST OFFICE AT FAIRPLAY, THENCE ABOUT 2.85 MILES WEST AND
 GB1600'SOUTHWEST ALONG A GRAVEL ROAD LEADING TO CHANCE, ABOUT 0.6 MILE
 GB1600'SOUTH OF THE JUNCTION OF A GRAVEL ROAD NORTHWEST, ABOUT 0.85
 GB1600'MILE NORTH OF THE HILL TOP ROAD JUNCTION AT CHANCE, ABOUT 95
 GB1600'YARDS WEST OF CENTER LINE OF ROAD, 192 FEET SOUTHWEST OF
 GB1600'STATION MARK AND TOP OF A PROMINENT PASTURED HILL, 116 FEET
 GB1600'SOUTH OF AN EAST-WEST FENCE LINE, 1 FOOT NORTHEAST OF A FENCE
 GB1600'LINE, ABOUT 25 FEET LOWER THAN THE STATION AND SET IN THE TOP OF
 GB1600'A CONCRETE POST PROJECTING 1 INCH.  NOTE-- THE JUNCTION OF
 GB1600'GRAVEL ROADS SOUTH OF FAIRPLAY IS STATE HIGHWAYS 704 AND 768,
 GB1600'AND THE MARK IS 0.6 MILE SOUTH ALONG A GRAVEL ROAD FROM THE
 GB1600'JUNCTION OF STATE HIGHWAY 768.
 GB1600
 GB1600                          STATION RECOVERY (1958)
 GB1600
 GB1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3233 ***********************************************************************
 GY3233  DESIGNATION -  CHANDLER
 GY3233  PID         -  GY3233
 GY3233  STATE/COUNTY-  KY/JOHNSON
 GY3233  USGS QUAD   -  SITKA (1992)
 GY3233
 GY3233                         *CURRENT SURVEY CONTROL
 GY3233  ___________________________________________________________________
 GY3233* NAD 83(1993)-  37 56 05.95605(N)    082 48 15.94376(W)     ADJUSTED  
 GY3233* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 GY3233  ___________________________________________________________________
 GY3233  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 GY3233  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 GY3233
 GY3233  HORZ ORDER  -  SECOND
 GY3233
 GY3233.The horizontal coordinates were established by classical geodetic methods
 GY3233.and adjusted by the National Geodetic Survey in December 1995..
 GY3233
 GY3233.The orthometric height was scaled from a topographic map.
 GY3233
 GY3233.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3233
 GY3233.The geoid height was determined by GEOID03.
 GY3233
 GY3233;                    North         East     Units Scale Factor Converg.
 GY3233;SPC KY1Z     - 1,181,841.412 1,758,877.527   MT  0.99990546   +1 48 30.5
 GY3233;SPC KY1Z     - 3,877,424.70  5,770,584.02   sFT  0.99990546   +1 48 30.5
 GY3233;SPC KY S     -   681,785.408   758,903.125   MT  1.00000030   +1 47 11.0
 GY3233;SPC KY S     - 2,236,824.29  2,489,834.67   sFT  1.00000030   +1 47 11.0
 GY3233;SPC KY N     -    49,279.405   627,075.492   MT  1.00000495   +0 53 57.3
 GY3233;SPC KY N     -   161,677.51  2,057,330.18   sFT  1.00000495   +0 53 57.3
 GY3233;UTM  17      - 4,200,137.146   341,429.750   MT  0.99990970   -1 06 34.3
 GY3233
 GY3233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3233!SPC KY1Z     -   0.99994725  x   0.99990546  =   0.99985271
 GY3233!SPC KY S     -   0.99994725  x   1.00000030  =   0.99994754
 GY3233!SPC KY N     -   0.99994725  x   1.00000495  =   0.99995219
 GY3233!UTM  17      -   0.99994725  x   0.99990970  =   0.99985695
 GY3233
 GY3233:                Primary Azimuth Mark                     Grid Az
 GY3233:SPC KY1Z     -  CHANDLER AZ MK                           178 40 05.2
 GY3233:SPC KY S     -  CHANDLER AZ MK                           178 41 24.7
 GY3233:SPC KY N     -  CHANDLER AZ MK                           179 34 38.4
 GY3233:UTM  17      -  CHANDLER AZ MK                           181 35 10.0
 GY3233
 GY3233|---------------------------------------------------------------------|
 GY3233| PID    Reference Object                     Distance      Geod. Az  |
 GY3233|                                                           dddmmss.s |
 GY3233| DB8988 CHANDLER AZ MK                                     1802835.7 |
 GY3233| DB8989 CHANDLER RM 1                        15.631 METERS 19054     |
 GY3233| GY3234 FLAT GAP LOOKOUT TOWER              APPROX. 6.2 KM 2571428.3 |
 GY3233| DB8990 CHANDLER RM 2                        17.003 METERS 33429     |
 GY3233|---------------------------------------------------------------------|
 GY3233
 GY3233                          SUPERSEDED SURVEY CONTROL
 GY3233
 GY3233  NAD 83(1986)-  37 56 05.96216(N)    082 48 15.94928(W) AD(       ) 2
 GY3233  NAD 27      -  37 56 05.62800(N)    082 48 16.37400(W) AD(       ) 2
 GY3233
 GY3233.Superseded values are not recommended for survey control.
 GY3233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3233.See file dsdata.txt to determine how the superseded data were derived.
 GY3233
 GY3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC4143000137(NAD 83)
 GY3233_MARKER: DS = TRIANGULATION STATION DISK
 GY3233_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3233_SP_SET: PREFABRICATED CONCRETE POST
 GY3233
 GY3233  HISTORY     - Date     Condition        Report By
 GY3233  HISTORY     - 1949     MONUMENTED       CGS
 GY3233
 GY3233                          STATION DESCRIPTION
 GY3233
 GY3233'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3233'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF PAINTSVILLE ON PROPERTY
 GY3233'OWNED BY K.C. CAUDILL. IT IS 21 FEET NORTHEAST OF A 12 INCH OAK TREE
 GY3233'WITH A TRIANGLE BLAZE, 18 FEET NORTHWEST OF A 12 INCH OAK TREE WITH A
 GY3233'TRIANGLE BLAZE, 11 FEET SOUTHEAST OF A 6 INCH PINE TREE WITH A
 GY3233'TRIANGLE BLAZE AND 5 FEET EAST OF A WHITE WITNESS POST. THE DISK IS
 GY3233'WELDED IN THE TOP OF AN IRON PIPE WHICH PROJECTS ABOUT 6 INCHES AND
 GY3233'IS STAMPED CHANDLER 1949.
 GY3233'
 GY3233'REFERENCE MARK NO. 1 IS 39 FEET SOUTHEAST OF THE BLAZED 12 INCH OAK
 GY3233'TREE. THE DISK IS WELDED IN THE TOP OF AN IRON PIPE WHICH PROJECTS
 GY3233'ABOUT 4 INCHES AND IS STAMPED CHANDLER NO 1 REF 1949.
 GY3233'
 GY3233'REFERENCE MARK NO. 2 IS 46 FEET NORTH OF THE BLAZED 6 INCH PINE TREE
 GY3233'AND 18 FEET WEST OF A 14 INCH OAK TREE WITH A TRIANGLE BLAZE.
 GY3233'THE DISK IS WELDED IN THE TOP OF AN IRON PIPE WHICH PROJECTS ABOUT 5
 GY3233'INCHES AND IS STAMPED CHANDLER NO 2 1949.
 GY3233'
 GY3233'THE AZIMUTH MARK IS 45 FEET NORTH OF THE CENTER OF A DIRT ROAD, 21
 GY3233'FEET SOUTHEAST OF A FENCE LINE AND 6 FEET NORTHWEST OF A WHITE
 GY3233'WITNESS POST. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 GY3233'STAMPED CHANDLER 1949.
 GY3233'
 GY3233'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23 AND 460
 GY3233'ABOUT 2 MILES NORTHWEST OF PAINTSVILLE, GO NORTH AND EAST ON HIGHWAY
 GY3233'23 FOR 4.8 MILES TO A T ROAD LEFT JUST AFTER CROSSING CONCRETE
 GY3233'BRIDGE, TURN LEFT AND GO WEST AND NORTH ON ROCK ROAD FOR 4.75 MILES
 GY3233'TO A T ROAD SHARP RIGHT JUST AFTER CROSSING IRON BRIDGE, TURN RIGHT
 GY3233'AND GO EAST ON DIRT ROAD ALONG CREEK FOR 0.1 MILE TO A FORK,
 GY3233'KEEP LEFT AND GO NORTH AND EAST ON DIRT ROAD FOR 0.4 MILE TO THE
 GY3233'AZIMUTH MARK ON THE LEFT, ON THE NORTHWEST SIDE OF A CULTIVATED
 GY3233'FIELD AS DESCRIBED, CONTINUE ON DIRT ROAD FOR ABOUT 75 FEET TO A DIM
 GY3233'T ROAD LEFT, THIS IS THE END OF TRUCK TRAVEL. FORM THIS POINT PACK IN
 GY3233'NORTHERLY DIRECTION FOR ABOUT 0.5 MILE ALONG RIDGE TO HIGHEST
 GY3233'POINT OF HILL AND STATION AS DESCRIBED. THIS IS ABOUT A 20 MINUTE
 GY3233'PACK.
 GY3233'
 GY3233'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2644 ***********************************************************************
 GB2644  DESIGNATION -  CHAPEL
 GB2644  PID         -  GB2644
 GB2644  STATE/COUNTY-  KY/WAYNE
 GB2644  USGS QUAD   -  MILL SPRINGS (1978)
 GB2644
 GB2644                         *CURRENT SURVEY CONTROL
 GB2644  ___________________________________________________________________
 GB2644* NAD 83(1993)-  36 53 09.21744(N)    084 50 50.59290(W)     ADJUSTED  
 GB2644* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 GB2644  ___________________________________________________________________
 GB2644  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 GB2644  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GB2644
 GB2644  HORZ ORDER  -  FIRST
 GB2644
 GB2644.The horizontal coordinates were established by classical geodetic methods
 GB2644.and adjusted by the National Geodetic Survey in December 1995..
 GB2644
 GB2644.The orthometric height was scaled from a topographic map.
 GB2644
 GB2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2644
 GB2644.The geoid height was determined by GEOID03.
 GB2644
 GB2644;                    North         East     Units Scale Factor Converg.
 GB2644;SPC KY1Z     - 1,061,716.202 1,580,466.014   MT  1.00005309   +0 33 15.0
 GB2644;SPC KY1Z     - 3,483,313.91  5,185,245.58   sFT  1.00005309   +0 33 15.0
 GB2644;SPC KY S     -   561,703.927   580,459.826   MT  0.99997581   +0 32 50.6
 GB2644;SPC KY S     - 1,842,856.97  1,904,391.95   sFT  0.99997581   +0 32 50.6
 GB2644;UTM  16      - 4,084,377.825   691,829.599   MT  1.00005336   +1 17 32.8
 GB2644
 GB2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2644!SPC KY1Z     -   0.99994171  x   1.00005309  =   0.99999480
 GB2644!SPC KY S     -   0.99994171  x   0.99997581  =   0.99991752
 GB2644!UTM  16      -   0.99994171  x   1.00005336  =   0.99999507
 GB2644
 GB2644|---------------------------------------------------------------------|
 GB2644| PID    Reference Object                     Distance      Geod. Az  |
 GB2644|                                                           dddmmss.s |
 GB2644| DB8992 CHAPEL RM 1                          17.343 METERS 02549     |
 GB2644| DB8993 CHAPEL RM 2                           6.477 METERS 16338     |
 GB2644| DB8991 CHAPEL AZ MK                                       1685220.8 |
 GB2644| DB8994 CHAPEL RM 3                          20.062 METERS 31711     |
 GB2644|---------------------------------------------------------------------|
 GB2644
 GB2644                          SUPERSEDED SURVEY CONTROL
 GB2644
 GB2644  NAD 83(1986)-  36 53 09.22691(N)    084 50 50.59958(W) AD(       ) 1
 GB2644  NAD 27      -  36 53 08.96600(N)    084 50 50.79300(W) AD(       ) 1
 GB2644
 GB2644.Superseded values are not recommended for survey control.
 GB2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2644.See file dsdata.txt to determine how the superseded data were derived.
 GB2644
 GB2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9183084378(NAD 83)
 GB2644_MARKER: DS = TRIANGULATION STATION DISK
 GB2644_SETTING: 80 = SET IN A BOULDER
 GB2644_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GB2644
 GB2644  HISTORY     - Date     Condition        Report By
 GB2644  HISTORY     - 1935     MONUMENTED       CGS
 GB2644  HISTORY     - 1950     SEE DESCRIPTION  CGS
 GB2644
 GB2644                          STATION DESCRIPTION
 GB2644
 GB2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2644'STATION IS ON A WOODEN KNOB LOCALLY KNOWN AS CHAPEL HILL, ABOUT 4
 GB2644'MILES N OF MONTICELLO AND 5 MILES SW OF MILL SPRINGS ON THE
 GB2644'PROPERTY OF LOUIS KENDRICK.
 GB2644'
 GB2644'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 GB2644'IN DRILL HOLES IN BOULDERS.
 GB2644'
 GB2644'STATION IS 23 FEET SE OF 15-INCH TRIANGULAR-BLAZED OAK TREE, AND 22.7
 GB2644'FEET ENE OF 12-INCH TRIANGULAR-BLAZED OAK TREE.
 GB2644'
 GB2644'REFERENCE MARK NO. 1 IS NW OF STATION SET IN ROCK OUTCROP, 2 PACES SE
 GB2644'OF 6-INCH OAK TREE, AND 5 PACES NW OF 10-INCH OAK TREE.
 GB2644'
 GB2644'REFERENCE MARK NO. 2 IS S OF STATION, SET IN ROCK OUTCROP.
 GB2644'
 GB2644'AZIMUTH MARK IS SE OF STATION SET IN BOULDER, 3-1/2 PACES S OF CENTER
 GB2644'LINE OF ROAD, ABOUT 100 YARDS E OF ROAD FORKS, 18 INCHES NW OF FENCE
 GB2644'LINE, AND 52 PACES WSW OF 6-INCH CEDAR TREE.
 GB2644'
 GB2644'TO REACH FROM POST OFFICE IN MONTICELLO, GO NE ON STATE ROUTE 90 FOR
 GB2644'1.6 MILES TO NO-NOX INN, AND ROAD TO LEFT.  TURN LEFT AND GO 1.5
 GB2644'MILES TO FORKS.  TAKE RIGHT FORK AND GO 1.5 MILES TO ANOTHER FORK.
 GB2644'TAKE LEFT FORK AND GO 0.6 MILE TO FORK, TAKE LEFT FORK AND GO 0.4
 GB2644'MILE TO T-ROAD, LEFT, TURN LEFT AND GO 0.45 MILE TO ROAD FORK, TAKE
 GB2644'LEFT FORK AND GO 0.15 MILE TO 2 SIX-INCH TRIANGULAR-BLAZED OAK
 GB2644'TREES AND END OF TRUCK TRAVEL, AND FOLLOW WOODS ROAD FROM HERE UP
 GB2644'HILL TO STATION.
 GB2644'
 GB2644'A 64-FOOT TOWER IS REQUIRED.
 GB2644
 GB2644                          STATION RECOVERY (1950)
 GB2644
 GB2644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2644'STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL STATION MARK DISK
 GB2644'HAS BEEN REPLACED BY A USED BRONZE DISK AND IS STAMPED CHAPEL
 GB2644'U.S.C. AND G.S.  REFERENCE MARK NO. 2 WAS NOT FOUND.  A NEW REFERENCE
 GB2644'MARK WAS SET BY THIS PARTY, REFERENCE MARK NO. 3.
 GB2644'
 GB2644'REFERENCE MARK NO. 3 IS 65.82 FEET NORTHWEST OF THE STATION.  IT IS
 GB2644'18 FEET SOUTHWEST OF A 18 INCH HICKORY TREE.  THE MARK IS A CAST
 GB2644'IRON PIPE 6 INCHES IN DIAMETER FILLED WITH CONCRETE AND PROJECTS 8
 GB2644'INCHES WITH A STANDARD TRIANGULATION BRONZE REFERENCE
 GB2644'MARK DISK ATOP STAMPED CHAPEL NO 3 1950.
 GB2644'
 GB2644'THE OLD DESCRIPTON IS ADEQUATE.
 GB2644'
 GB2644'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1636 ***********************************************************************
 HA1636  DESIGNATION -  CHARLESTON LOOKOUT TOWER 1962
 HA1636  PID         -  HA1636
 HA1636  STATE/COUNTY-  KY/HOPKINS
 HA1636  USGS QUAD   -  DAWSON SPRINGS (1968)
 HA1636
 HA1636                         *CURRENT SURVEY CONTROL
 HA1636  ___________________________________________________________________
 HA1636* NAD 83(1993)-  37 13 12.92339(N)    087 41 32.58535(W)     ADJUSTED  
 HA1636* NAVD 88     -                                                        
 HA1636  ___________________________________________________________________
 HA1636  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 HA1636  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HA1636
 HA1636  HORZ ORDER  -  THIRD
 HA1636
 HA1636.The horizontal coordinates were established by classical geodetic methods
 HA1636.and adjusted by the National Geodetic Survey in December 1995..
 HA1636
 HA1636
 HA1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1636
 HA1636.The geoid height was determined by GEOID03.
 HA1636
 HA1636;                    North         East     Units Scale Factor Converg.
 HA1636;SPC KY1Z     - 1,100,228.498 1,327,622.671   MT  0.99997005   -1 11 33.2
 HA1636;SPC KY1Z     - 3,609,666.33  4,355,708.71   sFT  0.99997005   -1 11 33.2
 HA1636;SPC KY S     -   600,197.201   327,626.279   MT  0.99994737   -1 10 40.7
 HA1636;SPC KY S     - 1,969,146.98  1,074,887.22   sFT  0.99994737   -1 10 40.7
 HA1636;UTM  16      - 4,119,531.108   438,572.069   MT  0.99964648   -0 25 07.8
 HA1636
 HA1636                          SUPERSEDED SURVEY CONTROL
 HA1636
 HA1636  NAD 83(1986)-  37 13 12.93242(N)    087 41 32.58849(W) AD(       ) 4
 HA1636  NAD 27      -  37 13 12.77197(N)    087 41 32.56451(W) AD(       ) 3
 HA1636
 HA1636.Superseded values are not recommended for survey control.
 HA1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1636.See file dsdata.txt to determine how the superseded data were derived.
 HA1636
 HA1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3857219531(NAD 83)
 HA1636_MARKER: 57 = LOOKOUT TOWER
 HA1636
 HA1636  HISTORY     - Date     Condition        Report By
 HA1636  HISTORY     - 1962     FIRST OBSERVED   CGS
 HA1636
 HA1636                          STATION DESCRIPTION
 HA1636
 HA1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1636'THE STATION IS THE CENTER OF THE BASE OF THE TOWER, LOCATED ABOUT 3
 HA1636'1/2 MILES NORTH OF DAWSON SPRINGS AND 1-1/4 MILES WEST-SOUTHWEST
 HA1636'OF CHARLESTON.  IT IS A FOUR LEGGED SELF SUPPORTING STEEL STRUCTURE
 HA1636'WITH AN OBSERVATION ROOM AT ITS TOP AND IS PAINTED GRAY.  THE
 HA1636'OVERALL HEIGHT IS ABOUT 60 FEET.
 HA1636'
 HA1636'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CALVERT
 HA1636'1934 THE DISTANCE BEING 42.57 FEET AND 12.975 METERS.
 HA1636'
 HA1636'TO REACH FROM THE PUBLIC SCHOOL IN CHARLESTON, GO SOUTH ON STATE
 HA1636'HIGHWAY 109 FOR 0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 HA1636'WESTERLY ON A PAVED ROAD FOR 1.0 MILE TO A GRAVELED DIRVEWAY RIGHT.
 HA1636'TURN RIGHT AND GO NORTHEAST ON THE DRIVEWAY FOR 0.05 MILE TO THE
 HA1636'LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2508 ***********************************************************************
 HY2508  DESIGNATION -  CHATHAM
 HY2508  PID         -  HY2508
 HY2508  STATE/COUNTY-  KY/BRACKEN
 HY2508  USGS QUAD   -  GERMANTOWN (1952)
 HY2508
 HY2508                         *CURRENT SURVEY CONTROL
 HY2508  ___________________________________________________________________
 HY2508* NAD 83(1993)-  38 42 04.93697(N)    083 59 17.47279(W)     ADJUSTED  
 HY2508* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 HY2508  ___________________________________________________________________
 HY2508  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 HY2508  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HY2508
 HY2508  HORZ ORDER  -  THIRD
 HY2508
 HY2508.The horizontal coordinates were established by classical geodetic methods
 HY2508.and adjusted by the National Geodetic Survey in April 1998..
 HY2508
 HY2508.The orthometric height was scaled from a topographic map.
 HY2508
 HY2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2508
 HY2508.The geoid height was determined by GEOID03.
 HY2508
 HY2508;                    North         East     Units Scale Factor Converg.
 HY2508;SPC KY1Z     - 1,264,267.738 1,653,251.197   MT  1.00000855   +1 04 54.1
 HY2508;SPC KY1Z     - 4,147,851.74  5,424,041.64   sFT  1.00000855   +1 04 54.1
 HY2508;SPC KY N     -   133,382.738   522,774.250   MT  0.99997040   +0 09 46.3
 HY2508;SPC KY N     -   437,606.53  1,715,135.19   sFT  0.99997040   +0 09 46.3
 HY2508;SPC KY S     -   764,257.370   653,285.468   MT  1.00023073   +1 04 06.5
 HY2508;SPC KY S     - 2,507,401.05  2,143,320.74   sFT  1.00023073   +1 04 06.5
 HY2508;UTM  17      - 4,287,877.459   240,137.571   MT  1.00043165   -1 52 10.0
 HY2508;UTM  16      - 4,287,944.800   761,917.457   MT  1.00044486   +1 53 03.3
 HY2508
 HY2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2508!SPC KY1Z     -   0.99996091  x   1.00000855  =   0.99996946
 HY2508!SPC KY N     -   0.99996091  x   0.99997040  =   0.99993131
 HY2508!SPC KY S     -   0.99996091  x   1.00023073  =   1.00019163
 HY2508!UTM  17      -   0.99996091  x   1.00043165  =   1.00039254
 HY2508!UTM  16      -   0.99996091  x   1.00044486  =   1.00040575
 HY2508
 HY2508:                Primary Azimuth Mark                     Grid Az
 HY2508:SPC KY1Z     -  CHATHAM AZ MK                            032 54 31.7
 HY2508:SPC KY N     -  CHATHAM AZ MK                            033 49 39.5
 HY2508:SPC KY S     -  CHATHAM AZ MK                            032 55 19.3
 HY2508:UTM  17      -  CHATHAM AZ MK                            035 51 35.8
 HY2508:UTM  16      -  CHATHAM AZ MK                            032 06 22.5
 HY2508
 HY2508|---------------------------------------------------------------------|
 HY2508| PID    Reference Object                     Distance      Geod. Az  |
 HY2508|                                                           dddmmss.s |
 HY2508| DB8999 CHATHAM AZ MK                                      0335925.8 |
 HY2508| HY2505 TT 20 ESS                           127.937 METERS 10300     |
 HY2508| DB9000 CHATHAM RM 1                         27.744 METERS 10357     |
 HY2508| DB9001 CHATHAM RM 2                         24.602 METERS 19816     |
 HY2508|---------------------------------------------------------------------|
 HY2508
 HY2508                          SUPERSEDED SURVEY CONTROL
 HY2508
 HY2508  NAD 83(1993)-  38 42 04.93811(N)    083 59 17.47357(W) AD(       ) 3
 HY2508  NAD 83(1986)-  38 42 04.94494(N)    083 59 17.48265(W) AD(       ) 3
 HY2508  NAD 27      -  38 42 04.68400(N)    083 59 17.74100(W) AD(       ) 3
 HY2508
 HY2508.Superseded values are not recommended for survey control.
 HY2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2508.See file dsdata.txt to determine how the superseded data were derived.
 HY2508
 HY2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4013887877(NAD 83)
 HY2508_MARKER: DD = SURVEY DISK
 HY2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2508
 HY2508  HISTORY     - Date     Condition        Report By
 HY2508  HISTORY     - 1953     MONUMENTED       USGS
 HY2508  HISTORY     - 1959     GOOD             THOMAS
 HY2508
 HY2508                          STATION DESCRIPTION
 HY2508
 HY2508'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ELJ)
 HY2508'STATION IS LOCATED ALONG THE SOUTH SIDE OF A PAVED ROAD ON THE
 HY2508'PROPERTY OF L.S. COPPER ABOUT 5 MILES EAST OF BROOKSVILLE AND ABOUT 3
 HY2508'1/2 MILES NORTHWEST OF GERMANTOWN.  IT IS 123 FEET NORTHEAST OF THE
 HY2508'NORTHEAST CORNER OF MR. COOPERS HOUSE, 30 FEET SOUTH OF THE CENTER
 HY2508'OF THE PAVED ROAD, 25 FEET EAST OF THE CENTER OF A DRIVEWAY AND 14
 HY2508'FEET SOUTHWEST OF A WHITE WITNESS POST AND FENCE.  THE MARK IS
 HY2508'FLUSH AND THE DISK IS STAMPED CHATHAM 1953.
 HY2508'
 HY2508'REFERENCE MARK NO.1 IS 19 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND
 HY2508'1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 HY2508'DISK IS STAMPED CHATHAM NO 1 1953.
 HY2508'
 HY2508'REFERENCE MARK NO.2 IS 72 FEET EAST OF THE NORTHEAST CORNER OF THE
 HY2508'HOUSE AND 1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HY2508'STAMPED CHATHAM NO 2 1953.
 HY2508'
 HY2508'AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 4 FEET
 HY2508'NORTH OF A WHITE WITNESS POST, 2 FEET SOUTH OF A POWER POLE AND 1
 HY2508'FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HY2508'CHATHAM 1953.
 HY2508'
 HY2508'TT 20 ESS (USGS) BM IS 38 FEET NORTHEAST OF THE INTERSECTION OF A
 HY2508'PAVED ROAD AND A GRAVEL ROAD, 6 FEET SOUTHEAST OF THE SOUTHWEST
 HY2508'CORNER OF THE FENCE AROUND AN ELECTRIC SUB STATION AND 4 FEET NORTH
 HY2508'OF A POWER POLE.  THE MARK IS A 6 X 6 INCH CONCRETE POST PROJECTING
 HY2508'ABOUT 2 INCHES WIHT A U.S. GEOLOGICAL SURVEY BENCH MARK DISK IN THE
 HY2508'TOP STAMPED TT 20 ESS 1950 937 (FEET ELEVATION).
 HY2508'
 HY2508'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 165
 HY2508'IN GERMANTOWN, GO WEST ON HIGHWAY 10 FOR 1.1 MILES TO A PAVED ROAD
 HY2508'RIGHT. TURN RIGHT AND GO NORTHWEST AND WEST ON PAVED ROAD FOR 3.1
 HY2508'MILES TO A GRAVEL ROAD RIGHT AND THE BENCH MARK ON THE RIGHT AS
 HY2508'DESCRIBED.  CONTINUE WEST ON PAVED ROAD FOR 0.1 MILE TO THE STATION
 HY2508'ON THE LEFT AS DESCRIBED.
 HY2508'
 HY2508'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON PAVED ROAD FOR
 HY2508'0.1 MILE TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO NORTH ON GRAVEL
 HY2508'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 HY2508'
 HY2508'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HY2508
 HY2508                          STATION RECOVERY (1959)
 HY2508
 HY2508'RECOVERY NOTE BY THOMAS ENG AND SURV 1959
 HY2508'STATION, RM 1, AND AZIMUTH MARK WERE FOUND UNDISTURBED.  RM 2 NOT
 HY2508'SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2361 ***********************************************************************
 HY2361  DESIGNATION -  CHERRY RIDGE RESET
 HY2361  PID         -  HY2361
 HY2361  STATE/COUNTY-  KY/LEWIS
 HY2361  USGS QUAD   -  CONCORD (1995)
 HY2361
 HY2361                         *CURRENT SURVEY CONTROL
 HY2361  ___________________________________________________________________
 HY2361* NAD 83(1993)-  38 39 38.38452(N)    083 28 58.69604(W)     ADJUSTED  
 HY2361* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 HY2361  ___________________________________________________________________
 HY2361  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 HY2361  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY2361
 HY2361  HORZ ORDER  -  FIRST
 HY2361
 HY2361.The horizontal coordinates were established by classical geodetic methods
 HY2361.and adjusted by the National Geodetic Survey in April 1998..
 HY2361
 HY2361.The orthometric height was scaled from a topographic map.
 HY2361
 HY2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2361
 HY2361.The geoid height was determined by GEOID03.
 HY2361
 HY2361;                    North         East     Units Scale Factor Converg.
 HY2361;SPC KY1Z     - 1,260,698.567 1,697,299.446   MT  0.99999856   +1 23 30.7
 HY2361;SPC KY1Z     - 4,136,141.88  5,568,556.60   sFT  0.99999856   +1 23 30.7
 HY2361;SPC KY N     -   129,109.400   566,758.235   MT  0.99996776   +0 28 37.7
 HY2361;SPC KY N     -   423,586.42  1,859,439.31   sFT  0.99996776   +0 28 37.7
 HY2361;SPC OH S     -    73,809.010   514,443.918   MT  1.00001508   -0 37 25.4
 HY2361;UTM  17      - 4,282,046.433   283,956.991   MT  1.00017481   -1 33 06.2
 HY2361
 HY2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2361!SPC KY1Z     -   0.99994353  x   0.99999856  =   0.99994209
 HY2361!SPC KY N     -   0.99994353  x   0.99996776  =   0.99991130
 HY2361!SPC OH S     -   0.99994353  x   1.00001508  =   0.99995861
 HY2361!UTM  17      -   0.99994353  x   1.00017481  =   1.00011833
 HY2361
 HY2361|---------------------------------------------------------------------|
 HY2361| PID    Reference Object                     Distance      Geod. Az  |
 HY2361|                                                           dddmmss.s |
 HY2361| DB9006 CHERRY RIDGE RM 6                    16.785 METERS 03728     |
 HY2361| HY2358 ROME                                APPROX. 8.8 KM 1010324.6 |
 HY2361| DB9005 CHERRY RIDGE RM 5                    17.774 METERS 17626     |
 HY2361|---------------------------------------------------------------------|
 HY2361
 HY2361                          SUPERSEDED SURVEY CONTROL
 HY2361
 HY2361  NAD 83(1993)-  38 39 38.38501(N)    083 28 58.69543(W) AD(       ) 1
 HY2361  NAD 83(1986)-  38 39 38.39182(N)    083 28 58.70142(W) AD(       ) 1
 HY2361  NAD 27      -  38 39 38.12400(N)    083 28 59.01700(W) AD(       ) 1
 HY2361
 HY2361.Superseded values are not recommended for survey control.
 HY2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2361.See file dsdata.txt to determine how the superseded data were derived.
 HY2361
 HY2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8395782046(NAD 83)
 HY2361_MARKER: N = NAIL
 HY2361_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HY2361_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HY2361
 HY2361  HISTORY     - Date     Condition        Report By
 HY2361  HISTORY     - 1886     MONUMENTED       CGS
 HY2361  HISTORY     - 1935     GOOD             CGS
 HY2361  HISTORY     - 1953     SEE DESCRIPTION  CGS
 HY2361
 HY2361                          STATION DESCRIPTION
 HY2361
 HY2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (ATM)
 HY2361'ON THE HIGHEST POINT OF A RIDGE ABOUT 2 MILES SOUTHEAST OF CONCORD
 HY2361'AND 1-1/2 MILES SOUTH OF THE SOUTH BANK OF THE OHIO RIVER.  THE
 HY2361'STATION IS ON LAND BELONGING TO MISS. WOOD, JUST WEST OF THE PROPERTY
 HY2361'LINE BETWEEN HER LAND AND THAT OF MRS. LEE, WHICH IS ON THE EAST
 HY2361'SIDE OF THE MOUNTAIN.  THERE IS A QUARRY ON THE WEST SLOPE OF THE
 HY2361'MOUNTAIN 200 METERS BELOW THE STATION.  THE STATION IS MARKED BY A
 HY2361'NAIL SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE 6 INCHES IN
 HY2361'DIAMETER AND 2 FEET LONG.  THE TILE IS FILLED WITH CONCRETE AND IS
 HY2361'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS AN
 HY2361'EARTHENWARE PYRAMID SET ABOUT 3 FEET BELOW THE SURFACE.  THERE ARE
 HY2361'FOUR REFERENCE MARKS SIMILAR TO THE SURFACE MARK AT THE STATION,
 HY2361'EXCEPT THE TILES ARE ONLY 4 INCHES IN DIAMETER.  THE REFERENCE MARKS
 HY2361'ARE AT THE FOLLOWING DISTANCES AND DIRECTIONS FROM THE
 HY2361'STATION--2.30 METERS NORTH, 2.47 METERS EAST, 2.40 METERS SOUTH, AND
 HY2361'2.55 METERS WEST.
 HY2361
 HY2361                          STATION RECOVERY (1935)
 HY2361
 HY2361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 HY2361'THE DESCRIPTIONS ON THIS STATION ARE CLEAR AND EASILY FOLLOWED.
 HY2361'STATION POSITION EASILY LOCATED.
 HY2361
 HY2361                          STATION RECOVERY (1953)
 HY2361
 HY2361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2361'STATION WAS RECOVERED, ALL MARKS WERE FOUND.  THE STATION MARK WAS IN
 HY2361'GOOD CONDITION EXCEPT THE TILE HAD BEEN BROKEN OFF FROM AROUND THE
 HY2361'CONCRETE AND THE FOUR REFERENCE MARKS HAD BEEN BROKEN OFF BELOW THE
 HY2361'SURFACE OF THE GROUND.  A NEW SURFACE AND UNDERGROUND STATION MARK
 HY2361'WAS ESTABLISHED AT THIS TIME HOLDING THE POSITION OF THE UNDERGROUND
 HY2361'MARK. REFERENCE MARK NO.5 AND 6 WERE ESTABLISHED AT THIS TIME.  A
 HY2361'COMPLETE NEW DESCRIPTION FOLLOWS--
 HY2361'
 HY2361'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF TOLLESBORO ON THE
 HY2361'HIGHEST POINT OF A TIMBER COVERED RIDGE OWNED BY J.H. REIDINGER.  IT
 HY2361'IS 32 FEET NORTHEAST OF AN 8 INCH TWIN HICKORY TREE WITH A TRIANGLE
 HY2361'BLAZE ON THE EAST SIDE, 5 FEET EAST OF AN 8 INCH OAK TREE WITH A
 HY2361'TRIANGLE BLAZE ON THE EAST SIDE AND 5 FEET SOUTHWEST OF A WHITE
 HY2361'WITNESS POST.  THE SURFACE MARK DISK IS SET IN THE TOP OF A 6 INCH
 HY2361'CAST IRON PIPE THAT PROJECTS 6 INCHES.  THE UNDERGROUND MARK IS 36
 HY2361'INCHES BELOW THE SURFACE.  THE DISK IS STAMPED CHERRY RIDGE
 HY2361'1886 1953.
 HY2361'
 HY2361'REFERENCE MARK NO.5 IS 58.31 FEET SOUTH OF THE STATION, 29 FEET
 HY2361'SOUTHEAST OF AN 8 INCH LOCUST TREE WITH A TRIANGLE BLAZE ON THE EAST
 HY2361'SIDE AND 14 FEET NORTHWEST OF AN 8 INCH LOCUST TREE WITH A TRIANGLE
 HY2361'BLAZE ON THE WEST SIDE.  THE DISK IS SET IN THE TOP OF A 4 INCH
 HY2361'CAST IRON PIPE THAT PROJECTS 6 INCHES AND IS STAMPED CHERRY RIDGE
 HY2361'NO 5 1886 1953
 HY2361'
 HY2361'REFERENCE MARK NO.6 IS 55.07 FEET NORTHEAST OF THE STATION, 20 FEET
 HY2361'WEST OF AN 18 INCH LOCUST TREE AND 6 FEET SOUTHEAST OF A 4 INCH TWIN
 HY2361'HICKORY TREE.  THE DISK IS SET IN THE TOP OF A 4 INCH CAST IRON
 HY2361'PIPE THAT PROJECTS 6 INCHES AND IS STAMPED CHERRY RIDGE NO 6 1886
 HY2361'1953.
 HY2361'
 HY2361'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 HY2361'
 HY2361'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 10 AND 57 AT THE
 HY2361'WEST EDGE OF TOLLESBORO, GO NORTHEAST ON HIGHWAY 57 FOR 8.55 MILES
 HY2361'TO A SIDE ROAD RIGHT JUST AFTER PASSING A BRICK SCHOOL BUILDING ON
 HY2361'THE LEFT, TURN RIGHT AND GO EAST ON ROUGH NARROW ROAD FOR 1.35
 HY2361'MILES TO A FORK, TAKE LEFT FORK STRAIGHT AHEAD FOR 0.75 MILE TO AN
 HY2361'OLD FRAME HOUSE ON THE LEFT JUST AFTER PASSING BARN ON THE LEFT.
 HY2361'CONTINUE STRAIGHT AHEAD FOR ABOUT 100 FEET TO A TRAIL LEFT, THIS IS
 HY2361'JUST BEFORE REACHING A NORTH SOUTH FENCE LINE AND A WOOD GATE, TURN
 HY2361'LEFT AND GO NORTH UP RIDGE ALONG THE WEST SIDE OF FENCE LINE FOR
 HY2361'0.15 MILE TO A GAP IN FENCE, TURN RIGHT THROUGH FENCE AND GO
 HY2361'NORTHEAST UP THE SOUTH SIDE OF HILL FOR ABOUT 0.1 MILE TO A LEDGE
 HY2361'OF ROCK ACROSS TRAIL AND ETT.  FROM HERE PACK NORTHWEST UP TRAIL
 HY2361'FOR ABOUT 40 MINUTES TO THE HIGHEST POINT OF HILL AND THE STATION
 HY2361'AS DESCRIBED.
 HY2361'
 HY2361'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2754 ***********************************************************************
 GY2754  DESIGNATION -  CHERRY TREE
 GY2754  PID         -  GY2754
 GY2754  STATE/COUNTY-  KY/CLAY
 GY2754  USGS QUAD   -  MISTLETOE (1979)
 GY2754
 GY2754                         *CURRENT SURVEY CONTROL
 GY2754  ___________________________________________________________________
 GY2754* NAD 83(1993)-  37 16 47.89167(N)    083 34 27.58917(W)     ADJUSTED  
 GY2754* NAVD 88     -       517.997  (meters)    1699.46   (feet)  ADJUSTED  
 GY2754  ___________________________________________________________________
 GY2754  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 GY2754  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GY2754  DYNAMIC HT  -         517.587 (meters)    1698.12  (feet)  COMP
 GY2754  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 GY2754
 GY2754  HORZ ORDER  -  SECOND
 GY2754  VERT ORDER  -  SECOND    CLASS 0
 GY2754
 GY2754.The horizontal coordinates were established by classical geodetic methods
 GY2754.and adjusted by the National Geodetic Survey in December 1995..
 GY2754
 GY2754.The orthometric height was determined by differential leveling
 GY2754.and adjusted by the National Geodetic Survey in June 1991..
 GY2754
 GY2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY2754
 GY2754.The geoid height was determined by GEOID03.
 GY2754
 GY2754.The dynamic height is computed by dividing the NAVD 88
 GY2754.geopotential number by the normal gravity value computed on the
 GY2754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2754.degrees latitude (g = 980.6199 gals.).
 GY2754
 GY2754.The modeled gravity was interpolated from observed gravity values.
 GY2754
 GY2754;                    North         East     Units Scale Factor Converg.
 GY2754;SPC KY1Z     - 1,107,310.375 1,692,922.207   MT  0.99995875   +1 20 08.8
 GY2754;SPC KY1Z     - 3,632,900.79  5,554,195.61   sFT  0.99995875   +1 20 08.8
 GY2754;SPC KY S     -   607,273.416   692,920.141   MT  0.99994585   +1 19 10.1
 GY2754;SPC KY S     - 1,992,362.87  2,273,355.50   sFT  0.99994585   +1 19 10.1
 GY2754;UTM  17      - 4,129,037.925   271,768.122   MT  1.00024170   -1 33 35.9
 GY2754
 GY2754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY2754!SPC KY1Z     -   0.99992363  x   0.99995875  =   0.99988238
 GY2754!SPC KY S     -   0.99992363  x   0.99994585  =   0.99986948
 GY2754!UTM  17      -   0.99992363  x   1.00024170  =   1.00016531
 GY2754
 GY2754:                Primary Azimuth Mark                     Grid Az
 GY2754:SPC KY1Z     -  CHERRY TREE AZ MK                        133 46 10.3
 GY2754:SPC KY S     -  CHERRY TREE AZ MK                        133 47 09.0
 GY2754:UTM  17      -  CHERRY TREE AZ MK                        136 39 55.0
 GY2754
 GY2754|---------------------------------------------------------------------|
 GY2754| PID    Reference Object                     Distance      Geod. Az  |
 GY2754|                                                           dddmmss.s |
 GY2754| DB9007 CHERRY TREE AZ MK                                  1350619.1 |
 GY2754| GY3307 HECTOR LOOKOUT TOWER                APPROX.18.0 KM 2152022.2 |
 GY2754| GY2753 CHERRY TREE RM 2                     27.661 METERS 24629     |
 GY2754| GY3112 CHERRY TREE RM 3                      3.223 METERS 25918     |
 GY2754| GY2755 CHERRY TREE RM 1                     25.923 METERS 32018     |
 GY2754|---------------------------------------------------------------------|
 GY2754
 GY2754                          SUPERSEDED SURVEY CONTROL
 GY2754
 GY2754  NAD 83(1986)-  37 16 47.89890(N)    083 34 27.59447(W) AD(       ) 2
 GY2754  NAD 27      -  37 16 47.57200(N)    083 34 27.91300(W) AD(       ) 2
 GY2754  NGVD 29 (??/??/92)  518.166  (m)         1700.02   (f) ADJ UNCH    2 0
 GY2754
 GY2754.Superseded values are not recommended for survey control.
 GY2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2754.See file dsdata.txt to determine how the superseded data were derived.
 GY2754
 GY2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB7176829038(NAD 83)
 GY2754_MARKER: DS = TRIANGULATION STATION DISK
 GY2754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2754_STAMPING: CHERRY TREE 1950 1700.016
 GY2754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2754+STABILITY: SURFACE MOTION
 GY2754
 GY2754  HISTORY     - Date     Condition        Report By
 GY2754  HISTORY     - 1950     MONUMENTED       CGS
 GY2754  HISTORY     - 1950     GOOD             CGS
 GY2754  HISTORY     - 1957     GOOD             NGS
 GY2754  HISTORY     - 1975     GOOD             NGS
 GY2754  HISTORY     - 1975     GOOD             LOCSUR
 GY2754
 GY2754                          STATION DESCRIPTION
 GY2754
 GY2754'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY2754'STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF MANCHESTER AND 4 MILES
 GY2754'EAST OF ONEIDA ON THE SUMMIT OF A HIGH WOODED HILL KNOWN AS
 GY2754'CHERRY TREE KNOB.  IT IS 25 FEET SOUTHEAST OF AN 8 INCH LOCUST TREE
 GY2754'WITH A TRIANGLE BLAZED ON THE EAST SIDE, 20 FEET SOUTHWEST OF A
 GY2754'12 INCH HICKORY TREE, 14 FEET SOUTH OF A 10 INCH OAK TREE WITH 2
 GY2754'TRIANGLES BLAZED ON THE S SIDE AND 3 FEET N OF A WHITE WITNESS
 GY2754'POST.  THE MARK IS A 6 INCH CAST IRON PIPE SET FLUSH WITH THE GROUND
 GY2754'WITH A STANDARD DISK CEMENTED IN THE CENTER OF THE TOP
 GY2754'AND STAMPED CHERRY TREE 1950.
 GY2754'
 GY2754'REFERENCE MARK NO. 1 IS 13 FEET WEST OF A 10 INCH OAK TREE.  THE MARK
 GY2754'IS A 4 INCH CAST IRON PIPE THAT PROJECTS ABOUT 4 INCHES WITH A
 GY2754'STANDARD DISK CEMENTED IN THE CENTER OF THE TOP AND STAMPED CHERRY
 GY2754'TREE NO 1 1950.
 GY2754'
 GY2754'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL AND 11
 GY2754'FEET NORTH OF A 14 INCH OAK TREE.  THE DISK IS IN THE EAST END OF A
 GY2754'10 FOOT WIDE BOULDER AND STAMPED CHERRY TREE NO 2 1950.
 GY2754'
 GY2754'AZIMUTH MARK IS 46 FEET SOUTH OF AN 18 INCH TWIN OAK TREE, 9 FEET
 GY2754'SOUTHEAST OF THE CENTER OF THE ROAD AND 2 FEET WEST OF A WHITE
 GY2754'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GY2754'STAMPED CHERRY TREE 1950.
 GY2754'
 GY2754'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE
 GY2754'HIGHWAY 11 ABOUT 5 MILES NORTH OF MANCHESTER GO EAST ON HIGHWAY
 GY2754'11 FOR 10.9 MILES TO ONEIDA, TURN LEFT, THEN RIGHT AND GO 0.25 MILE
 GY2754'TO A STEEL BRIDGE, CROSS BRIDGE, TURN RIGHT AND GO 1.9 MILES TO A
 GY2754'FORK LEFT, TURN LEFT AND FOLLOW A GRAVEL AND DIRT ROAD ALONG A CREEK
 GY2754'FOR 3.5 MILES TO A DIM CROSSROAD ON TOP OF THE HILL, *TURN LEFT ON
 GY2754'DIM ROAD UP STEEP GRADE FOR 0.3 MILE TO THE TOP OF THE HILL AND END
 GY2754'OF TRUCK TRAVEL.  FROM HERE FOLLOW TRAIL NORTH UP HILL ABOUT 0.1
 GY2754'MILE TO THE TOP OF THE RIDGE AND STATION AS DESCRIBED.  (ABOUT 10
 GY2754'MINUTE PACK).
 GY2754'
 GY2754'*TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT AND GO UP HILL
 GY2754'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GY2754'
 GY2754'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GY2754
 GY2754                          STATION RECOVERY (1950)
 GY2754
 GY2754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 GY2754'1.4 MI W FROM WHOOPFLAREA.
 GY2754'ABOUT 0.9 MILE SOUTHWEST ALONG A ROAD FROM THE POST OFFICE AND
 GY2754'ROAD JUNCTION AT WHOOPFLAREA, THENCE ABOUT 0.45 MILE WEST ALONG A
 GY2754'DIM TRAIL FOLLOWING TOP OF RIDGE ALONG CLAY-OWSLEY COUNTY LINE,
 GY2754'85 1/4 FEET SOUTH-SOUTHEAST OF RM NO. 1, 92 1/4 FEET EAST-NORTHEAST
 GY2754'OF RM NO. 2, 63 1/2 FEET EAST-SOUTHEAST OF A TRIANGULAR BLAZED
 GY2754'26-INCH BLACK OAK TREE, 57 FEET SOUTH OF A TRIANGULAR BLAZED 28-INCH
 GY2754'WHITE OAK TREE, 49 FEET NORTHWEST OF A TRIANGULAR BLAZED 12-INCH
 GY2754'BLACK OAK TREE, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 GY2754'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 GY2754'GROUND.
 GY2754
 GY2754                          STATION RECOVERY (1957)
 GY2754
 GY2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2754'RECOVERED IN GOOD CONDITION.
 GY2754
 GY2754                          STATION RECOVERY (1975)
 GY2754
 GY2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GY2754'ALL MARKS WERE FOUND IN GOOD CONDITION AFTER A LONG SEARCH.  THE
 GY2754'AZIMUTH MARK IS OBSTRUCTED TO THE STATION BY TREES.  THE DIRECTION
 GY2754'BETWEEN THE REFERENCE MARKS CHECKED AS DID THE DISTANCE TO
 GY2754'REFERENCE MARK 1.  REFERENCE MARK 2 WAS MEASURED HORIZONTAL AT THIS
 GY2754'TIME.  REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS--
 GY2754'
 GY2754'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE FILLED
 GY2754'6 INCHES CAST IRON PIPE PROJECTING 2 INCHES, STAMPED CHERRY TREE
 GY2754'1950 1700.016 FEET, 18 FEET SOUTHEAST OF THE NORTHWEST LEG OF
 GY2754'LOOKOUT TOWER, 11 FEET EAST OF THE SOUTHWEST LEG OF THE TOWER AND
 GY2754'4 FEET WEST OF THE SOUTHEAST LEG OF THE TOWER.
 GY2754'
 GY2754'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHERRY TREE NO 1 1950
 GY2754'1694.590 FEET, SET IN THE TOP OF A 6 INCH CAST IRON PIPE PROJECTING
 GY2754'3 INCHES, 46 FEET NORTH OF THE CENTERLINE OF ROAD AND 67 FEET
 GY2754'NORTHWEST OF THE NORTHWEST LEG OF LOOKOUT TOWER.
 GY2754'
 GY2754'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHERRY TREE 1950 NO 2
 GY2754'1683.373 FEET, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, 80 FEET
 GY2754'SOUTHWEST OF THE SOUTHWEST LEG OF THE TOWER, 13 FEET SOUTHWEST OF A
 GY2754'10 INCH OAK TREE ON THE SOUTHWEST SLOPE OF THE HILL ABOUT 17 FEET
 GY2754'LOWER IN ELEVATION THAN THE STATION MARK.
 GY2754'
 GY2754'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CHERRY TREE 1950 NO 3
 GY2754'1975, SET IN A DRILL HOLE IN THE TOP AND SOUTHEAST CORNER OF THE
 GY2754'SOUTHWEST LEG OF THE TOWER.
 GY2754'
 GY2754'THE AZIMUTH MARK IS 13 FEET WEST OF A 14 INCH OAK TREE, 1 FOOT WEST
 GY2754'OF A METAL WITNESS POST AND 10 FEET SOUTH OF CENTERLINE OF TRACK
 GY2754'ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GY2754'CHERRY TREE 1950.
 GY2754'
 GY2754'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND
 GY2754'1482 AT THE NORTHEAST EDGE OF ONEIDA, GO EASTERLY ON HIGHWAY 1482
 GY2754'FOR 1.7 MILES TO A SHARP CURVE RIGHT AND A GRAVELED ROAD AHEAD.
 GY2754'CONTINUE AHEAD ON THE GRAVELED ROAD FOR 3.45 MILES FOLLOWING CREEK
 GY2754'TO THE TOP OF GRADE AND CROSSROADS.  TURN LEFT AND GO NORTHWEST
 GY2754'UP STEEP GRADED ROAD FOR 0.4 MILE TO A GRADED ROAD RIGHT.  TURN
 GY2754'RIGHT AND GO EASTERLY ALONG TOP OF RIDGE FOR 0.1 MILE TO LOOKOUT
 GY2754'TOWER AND THE STATION.
 GY2754'
 GY2754'TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND TAKE TRACK
 GY2754'ROAD UPHILL FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 GY2754'
 GY2754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 GY2754'EAST OF ONEIDA.
 GY2754'
 GY2754'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GY2754
 GY2754                          STATION RECOVERY (1975)
 GY2754
 GY2754'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (RWF)
 GY2754'STATION MARK CHERRY TREE 1950 RECOVERED IN GOOD CONDITION, WITNESS
 GY2754'POST GONE, ALL WIT. TREES DESTROYED
 GY2754'
 GY2754'CHERRY TREE 1950 AZ. MK. SOLID HAS NOT BEEN DISTURBED WIT. POST
 GY2754'STANDING.
 GY2754'
 GY2754'FAILED TO LOCATE REF. MARKS NO. 1 COULD BE COVERED WITH DIRT BY
 GY2754'ROAD
 GY2754'
 GY2754'MARK IS NOW LOCATED NEAR THE SE LEG OF THE ONEIDA LOOKOUT TOWER
 GY2754'TO REACH IS CORRECT TO TOP OF HILL AND DIM CROSSROADS.  ADD TURN
 GY2754'LEFT ON DIRT ROAD UP STEEP GRADE FOR 0.4 MI. TO TOP OF HILL, THEN
 GY2754'SE ALONG RIDGE 0.1 MI. TO MARK AT LOOKOUT TOWER.
 GY2754'
 GY2754'DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MI. EAST OF ONEIDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2755 ***********************************************************************
 GY2755  DESIGNATION -  CHERRY TREE RM 1
 GY2755  PID         -  GY2755
 GY2755  STATE/COUNTY-  KY/CLAY
 GY2755  USGS QUAD   -  MISTLETOE (1979)
 GY2755
 GY2755                         *CURRENT SURVEY CONTROL
 GY2755  ___________________________________________________________________
 GY2755* NAD 83(1986)-  37 16 48.     (N)    083 34 28.     (W)     SCALED    
 GY2755* NAVD 88     -       516.343  (meters)    1694.04   (feet)  ADJUSTED  
 GY2755  ___________________________________________________________________
 GY2755  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GY2755  DYNAMIC HT  -         515.935 (meters)    1692.70  (feet)  COMP
 GY2755  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 GY2755
 GY2755  VERT ORDER  -  SECOND    CLASS 0
 GY2755
 GY2755.The horizontal coordinates were scaled from a topographic map and have
 GY2755.an estimated accuracy of +/- 6 seconds.
 GY2755
 GY2755.The orthometric height was determined by differential leveling
 GY2755.and adjusted by the National Geodetic Survey in June 1991..
 GY2755
 GY2755.The geoid height was determined by GEOID03.
 GY2755
 GY2755.The dynamic height is computed by dividing the NAVD 88
 GY2755.geopotential number by the normal gravity value computed on the
 GY2755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2755.degrees latitude (g = 980.6199 gals.).
 GY2755
 GY2755.The modeled gravity was interpolated from observed gravity values.
 GY2755
 GY2755;                    North         East    Units  Estimated Accuracy
 GY2755;SPC KY1Z     - 1,107,310.    1,692,910.      MT  (+/- 180 meters Scaled)
 GY2755
 GY2755                          SUPERSEDED SURVEY CONTROL
 GY2755
 GY2755  NGVD 29 (??/??/92)  516.512  (m)         1694.59   (f) ADJ UNCH    2 0
 GY2755
 GY2755.Superseded values are not recommended for survey control.
 GY2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2755.See file dsdata.txt to determine how the superseded data were derived.
 GY2755
 GY2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB717290(NAD 83)
 GY2755_MARKER: DR = REFERENCE MARK DISK
 GY2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2755_STAMPING: CHERRY TREE NO 1 1950 1694.590
 GY2755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2755+STABILITY: SURFACE MOTION
 GY2755
 GY2755  HISTORY     - Date     Condition        Report By
 GY2755  HISTORY     - 1950     MONUMENTED       CGS
 GY2755  HISTORY     - 1957     GOOD             NGS
 GY2755
 GY2755                          STATION DESCRIPTION
 GY2755
 GY2755'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2755'1.4 MI W FROM WHOOPFLAREA.
 GY2755'ABOUT 0.9 MILE SOUTHWEST ALONG A ROAD FROM THE POST OFFICE AND
 GY2755'ROAD JUNCTION AT WHOOPFLAREA, THENCE ABOUT 0.45 MILE WEST ALONG A
 GY2755'TRAIL FOLLOWING TOP OF RIDGE AND CLAY-OWSLEY COUNTY LINE,
 GY2755'107 FEET NORTH-NORTHEAST OF RM NO. 2, 85 1/4 FEET NORTH-NORTHWEST
 GY2755'OF THE STATION, 45 FEET NORTH OF A TRIANGULAR BLAZED 26-INCH BLACK
 GY2755'OAK TREE, 41 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED 28-INCH
 GY2755'WHITE OAK TREE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2755'3 INCHES.
 GY2755
 GY2755                          STATION RECOVERY (1957)
 GY2755
 GY2755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2753 ***********************************************************************
 GY2753  DESIGNATION -  CHERRY TREE RM 2
 GY2753  PID         -  GY2753
 GY2753  STATE/COUNTY-  KY/CLAY
 GY2753  USGS QUAD   -  MISTLETOE (1979)
 GY2753
 GY2753                         *CURRENT SURVEY CONTROL
 GY2753  ___________________________________________________________________
 GY2753* NAD 83(1986)-  37 16 48.     (N)    083 34 28.     (W)     SCALED    
 GY2753* NAVD 88     -       512.924  (meters)    1682.82   (feet)  ADJUSTED  
 GY2753  ___________________________________________________________________
 GY2753  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GY2753  DYNAMIC HT  -         512.519 (meters)    1681.49  (feet)  COMP
 GY2753  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 GY2753
 GY2753  VERT ORDER  -  SECOND    CLASS 0
 GY2753
 GY2753.The horizontal coordinates were scaled from a topographic map and have
 GY2753.an estimated accuracy of +/- 6 seconds.
 GY2753
 GY2753.The orthometric height was determined by differential leveling
 GY2753.and adjusted by the National Geodetic Survey in June 1991..
 GY2753
 GY2753.The geoid height was determined by GEOID03.
 GY2753
 GY2753.The dynamic height is computed by dividing the NAVD 88
 GY2753.geopotential number by the normal gravity value computed on the
 GY2753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2753.degrees latitude (g = 980.6199 gals.).
 GY2753
 GY2753.The modeled gravity was interpolated from observed gravity values.
 GY2753
 GY2753;                    North         East    Units  Estimated Accuracy
 GY2753;SPC KY1Z     - 1,107,310.    1,692,910.      MT  (+/- 180 meters Scaled)
 GY2753
 GY2753                          SUPERSEDED SURVEY CONTROL
 GY2753
 GY2753  NGVD 29 (??/??/92)  513.093  (m)         1683.37   (f) ADJ UNCH    2 0
 GY2753
 GY2753.Superseded values are not recommended for survey control.
 GY2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2753.See file dsdata.txt to determine how the superseded data were derived.
 GY2753
 GY2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB717290(NAD 83)
 GY2753_MARKER: DR = REFERENCE MARK DISK
 GY2753_SETTING: 66 = SET IN ROCK OUTCROP
 GY2753_SP_SET: ROCK OUTCROP
 GY2753_STAMPING: CHERRY TREE NO 2 1950 1683.373
 GY2753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2753+STABILITY: POSITION/ELEVATION WELL
 GY2753
 GY2753  HISTORY     - Date     Condition        Report By
 GY2753  HISTORY     - 1950     MONUMENTED       CGS
 GY2753  HISTORY     - 1957     GOOD             NGS
 GY2753
 GY2753                          STATION DESCRIPTION
 GY2753
 GY2753'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2753'1.4 MI W FROM WHOOPFLAREA.
 GY2753'ABOUT 0.9 MILE SOUTHWEST ALONG A ROAD FROM THE POST OFFICE AND
 GY2753'ROAD JUNCTION AT WHOOPFLAREA, THENCE ABOUT 0.45 MILE WEST ALONG A
 GY2753'TRAIL FOLLOWING TOP OF RIDGE AND CLAY-OWSLEY COUNTY LINE, SET IN
 GY2753'THE TOP OF AN OUTCROP OF SANDSTONE, 107 FEET SOUTH-SOUTHWEST OF
 GY2753'RM NO. 1, 94 1/4 FEET WEST-SOUTHWEST OF THE STATION MARK, 64 FEET
 GY2753'SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED 26-INCH BLACK OAK TREE,
 GY2753'11 1/4 FEET EAST-NORTHEAST OF A 9-INCH BLACK OAK TREE, AND SET IN
 GY2753'A DRILL HOLE.  NOTE-- THE NORTHEAST SIDE OF DISK IS HIGH POINT.
 GY2753
 GY2753                          STATION RECOVERY (1957)
 GY2753
 GY2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3112 ***********************************************************************
 GY3112  DESIGNATION -  CHERRY TREE RM 3
 GY3112  PID         -  GY3112
 GY3112  STATE/COUNTY-  KY/CLAY
 GY3112  USGS QUAD   -  MISTLETOE (1979)
 GY3112
 GY3112                         *CURRENT SURVEY CONTROL
 GY3112  ___________________________________________________________________
 GY3112* NAD 83(1986)-  37 16 47.     (N)    083 34 27.     (W)     SCALED    
 GY3112* NAVD 88     -       518.10   (meters)    1699.8    (feet)  RESET     
 GY3112  ___________________________________________________________________
 GY3112  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GY3112
 GY3112  VERT ORDER  -  THIRD
 GY3112
 GY3112.The horizontal coordinates were scaled from a topographic map and have
 GY3112.an estimated accuracy of +/- 6 seconds.
 GY3112
 GY3112.The orthometric height was computed from unverified reset data.
 GY3112.No vertical observational check was made to the station.
 GY3112
 GY3112.The geoid height was determined by GEOID03.
 GY3112
 GY3112;                    North         East    Units  Estimated Accuracy
 GY3112;SPC KY1Z     - 1,107,280.    1,692,940.      MT  (+/- 180 meters Scaled)
 GY3112
 GY3112                          SUPERSEDED SURVEY CONTROL
 GY3112
 GY3112  NGVD 29 (10/08/05)  518.27   (m)         1700.4    (f) RESET       3  
 GY3112
 GY3112.Superseded values are not recommended for survey control.
 GY3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3112.See file dsdata.txt to determine how the superseded data were derived.
 GY3112
 GY3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB717290(NAD 83)
 GY3112_MARKER: DR = REFERENCE MARK DISK
 GY3112_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GY3112_SP_SET: TOWER LEG
 GY3112_STAMPING: CHERRY TREE 1950 NO 3 1975
 GY3112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3112+STABILITY: SURFACE MOTION
 GY3112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY3112+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2002
 GY3112
 GY3112  HISTORY     - Date     Condition        Report By
 GY3112  HISTORY     - 1975     MONUMENTED       NGS
 GY3112  HISTORY     - 20021008 GOOD             INDIV
 GY3112
 GY3112                          STATION DESCRIPTION
 GY3112
 GY3112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GY3112'5.65 MI SE FROM ONEIDA.
 GY3112'1.7 MILES EASTERLY ALONG STATE HIGHWAY 1482 FROM ITS JUNCTION WITH
 GY3112'STATE HIGHWAY 66 AT THE NORTHEAST EDGE OF ONEIDA TO A SHARP CURVE
 GY3112'RIGHT AND A GRAVELED ROAD AHEAD, THENCE EASTERLY ALONG CREEK ON
 GY3112'THE GRAVELED ROAD FOR 3.45 MILES TO TOP OF GRADE AND A CROSSROAD,
 GY3112'THENCE NORTHWEST UP STEEP HILL ON GRADED ROAD FOR 0.4 MILE TO A
 GY3112'ROAD RIGHT, THENCE EASTERLY ON TRACK ROAD ALONG RIDGE 0.1 MILE TO
 GY3112'LOOKOUT TOWER, IN THE TOP AND AT THE SOUTHEAST CORNER OF THE CONCRETE
 GY3112'BASE OF THE SOUTHWEST LEG OF THE TOWER.
 GY3112
 GY3112                          STATION RECOVERY (2002)
 GY3112
 GY3112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CLS)
 GY3112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2804 ***********************************************************************
 GZ2804  DESIGNATION -  CHESTNUT
 GZ2804  PID         -  GZ2804
 GZ2804  STATE/COUNTY-  KY/HARDIN
 GZ2804  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2804
 GZ2804                         *CURRENT SURVEY CONTROL
 GZ2804  ___________________________________________________________________
 GZ2804* NAD 83(1993)-  37 44 21.20935(N)    085 46 30.42437(W)     ADJUSTED  
 GZ2804* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 GZ2804  ___________________________________________________________________
 GZ2804  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 GZ2804  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GZ2804
 GZ2804  HORZ ORDER  -  THIRD
 GZ2804
 GZ2804.The horizontal coordinates were established by classical geodetic methods
 GZ2804.and adjusted by the National Geodetic Survey in December 1995..
 GZ2804
 GZ2804.The orthometric height was scaled from a topographic map.
 GZ2804
 GZ2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2804
 GZ2804.The geoid height was determined by GEOID03.
 GZ2804
 GZ2804;                    North         East     Units Scale Factor Converg.
 GZ2804;SPC KY1Z     - 1,156,029.461 1,497,786.250   MT  0.99990780   -0 00 55.5
 GZ2804;SPC KY1Z     - 3,792,739.99  4,913,987.06   sFT  0.99990780   -0 00 55.5
 GZ2804;SPC KY S     -   656,021.255   497,786.111   MT  0.99997033   -0 00 54.8
 GZ2804;SPC KY S     - 2,152,296.40  1,633,153.27   sFT  0.99997033   -0 00 54.8
 GZ2804;SPC KY N     -    27,666.263   365,572.657   MT  1.00004220   -0 56 55.4
 GZ2804;SPC KY N     -    90,768.40  1,199,382.96   sFT  1.00004220   -0 56 55.4
 GZ2804;UTM  16      - 4,177,588.259   607,923.157   MT  0.99974346   +0 44 59.2
 GZ2804
 GZ2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2804!SPC KY1Z     -   0.99996627  x   0.99990780  =   0.99987408
 GZ2804!SPC KY S     -   0.99996627  x   0.99997033  =   0.99993660
 GZ2804!SPC KY N     -   0.99996627  x   1.00004220  =   1.00000847
 GZ2804!UTM  16      -   0.99996627  x   0.99974346  =   0.99970974
 GZ2804
 GZ2804:                Primary Azimuth Mark                     Grid Az
 GZ2804:SPC KY1Z     -  CHESTNUT AZ MK                           055 39 13.0
 GZ2804:SPC KY S     -  CHESTNUT AZ MK                           055 39 12.3
 GZ2804:SPC KY N     -  CHESTNUT AZ MK                           056 35 12.9
 GZ2804:UTM  16      -  CHESTNUT AZ MK                           054 53 18.3
 GZ2804
 GZ2804|---------------------------------------------------------------------|
 GZ2804| PID    Reference Object                     Distance      Geod. Az  |
 GZ2804|                                                           dddmmss.s |
 GZ2804| CG8291 CHESTNUT AZ MK                                     0553817.5 |
 GZ2804| CG8292 CHESTNUT RM 1                        27.731 METERS 31854     |
 GZ2804|---------------------------------------------------------------------|
 GZ2804
 GZ2804                          SUPERSEDED SURVEY CONTROL
 GZ2804
 GZ2804  NAD 83(1986)-  37 44 21.21661(N)    085 46 30.43243(W) AD(       ) 3
 GZ2804  NAD 27      -  37 44 20.99000(N)    085 46 30.57600(W) AD(       ) 3
 GZ2804
 GZ2804.Superseded values are not recommended for survey control.
 GZ2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2804.See file dsdata.txt to determine how the superseded data were derived.
 GZ2804
 GZ2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0792377588(NAD 83)
 GZ2804_MARKER: DS = TRIANGULATION STATION DISK
 GZ2804_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GZ2804
 GZ2804  HISTORY     - Date     Condition        Report By
 GZ2804  HISTORY     - 1951     MONUMENTED       CGS
 GZ2804  HISTORY     - 1960     MARK NOT FOUND   USGS
 GZ2804
 GZ2804                          STATION DESCRIPTION
 GZ2804
 GZ2804'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2804'STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF ELIZABETHTOWN. IT
 GZ2804'IS 74.7 FEET WEST OF THE NORTHWEST CORNER OF A FRAME SCHOOL
 GZ2804'BUILDING, 62 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 62 AND 49
 GZ2804'FEET SOUTHEAST OF A 48 INCH OAK TREE.  THE MARK IS UNDERGROUND ABOUT
 GZ2804'4 INCHES AND THE DISK IS STAMPED CHESTNUT 1951.
 GZ2804'
 GZ2804'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE CENTER OF HIGHWAY AND 1
 GZ2804'FOOT SOUTH OF A FENCELINE. THE MARK PROJECTS 2 INCHES AND THE
 GZ2804'DISK IS STAMPED CHESTNUT NO 1 1951.
 GZ2804'
 GZ2804'TT 2 TN (USGS) BM WAS USED AS A REFERENCE MARK. IT IS 71 FEET SOUTH
 GZ2804'OF THE CENTER OF HIGHWAY AND 5.8 FEET WEST OF THE NORTHEAST CORNER
 GZ2804'OF SCHOOL BUILDING. THE MARK IS A 6X6 INCH CONCRETE POST AND PROJECTS
 GZ2804'4 INCHES WITH A BRONZE DISK SET IN THE TOP STAMPED TT 2 TN 1933
 GZ2804'814. (ABOVE SEA LEVEL).
 GZ2804'
 GZ2804'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 62,
 GZ2804'4.5 FEET NORTH OF A FENCELINE AND 2.5 FEET WEST OF A WHITE WITNESS
 GZ2804'POST. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CHESTNUT
 GZ2804'1951.
 GZ2804'
 GZ2804'TO REACH THE STATION FROM THE POST OFFICE IN ELIZABETHTOWN, GO
 GZ2804'NORTHEAST ON U.S. HIGHWAY NO. 62 FOR 4.85 MILES TO A SCHOOL
 GZ2804'BUILDING ON THE RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED,
 GZ2804'CONTINUE ON HIGHWAY FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GZ2804'
 GZ2804'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GZ2804
 GZ2804                          STATION RECOVERY (1960)
 GZ2804
 GZ2804'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GZ2804'STATION NOT FOUND.  A SMALL DWELLING HAS BEEN ERECTED VERY CLOSE
 GZ2804'TO WHERE THE STATION SHOULD BE.  IT IS POSSIBLE THAT THE STATION WAS
 GZ2804'DESTROYED SINCE THE OWNER HAS NO KNOWLEDGE OF A STATION BEING THERE
 GZ2804'ASIDE FROM THE ONE UNDER HIS WINDOW.  THAT MARK IS TT 2 TN (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2693 ***********************************************************************
 GZ2693  DESIGNATION -  CHICAGO CATHOLIC CHURCH SPIRE
 GZ2693  PID         -  GZ2693
 GZ2693  STATE/COUNTY-  KY/MARION
 GZ2693  USGS QUAD   -  LORETTO (1987)
 GZ2693
 GZ2693                         *CURRENT SURVEY CONTROL
 GZ2693  ___________________________________________________________________
 GZ2693* NAD 83(1993)-  37 37 33.53956(N)    085 25 49.94616(W)     ADJUSTED  
 GZ2693* NAVD 88     -                                                        
 GZ2693  ___________________________________________________________________
 GZ2693  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GZ2693  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 GZ2693
 GZ2693  HORZ ORDER  -  THIRD
 GZ2693
 GZ2693.The horizontal coordinates were established by classical geodetic methods
 GZ2693.and adjusted by the National Geodetic Survey in December 1995..
 GZ2693
 GZ2693
 GZ2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2693
 GZ2693.The geoid height was determined by GEOID03.
 GZ2693
 GZ2693;                    North         East     Units Scale Factor Converg.
 GZ2693;SPC KY1Z     - 1,143,509.809 1,528,198.343   MT  0.99991444   +0 11 46.1
 GZ2693;SPC KY1Z     - 3,751,665.10  5,013,764.06   sFT  0.99991444   +0 11 46.1
 GZ2693;SPC KY S     -   643,500.350   528,199.582   MT  0.99995834   +0 11 37.5
 GZ2693;SPC KY S     - 2,111,217.40  1,732,934.80   sFT  0.99995834   +0 11 37.5
 GZ2693;UTM  16      - 4,165,476.603   638,495.680   MT  0.99983626   +0 57 29.9
 GZ2693
 GZ2693                          SUPERSEDED SURVEY CONTROL
 GZ2693
 GZ2693  NAD 83(1986)-  37 37 33.54807(N)    085 25 49.95457(W) AD(       ) 4
 GZ2693  NAD 27      -  37 37 33.32200(N)    085 25 50.09500(W) AD(       ) 3
 GZ2693
 GZ2693.Superseded values are not recommended for survey control.
 GZ2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2693.See file dsdata.txt to determine how the superseded data were derived.
 GZ2693
 GZ2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG3849665477(NAD 83)
 GZ2693_MARKER: 90 = CHURCH SPIRE
 GZ2693
 GZ2693  HISTORY     - Date     Condition        Report By
 GZ2693  HISTORY     - 1883     FIRST OBSERVED   CGS
 GZ2693
 GZ2693                          STATION DESCRIPTION
 GZ2693
 GZ2693'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (JFP)
 GZ2693'THE ONLY SPIRE IN THE TOWN OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1550 ***********************************************************************
 HB1550  DESIGNATION -  CHILES WATER TANK
 HB1550  PID         -  HB1550
 HB1550  STATE/COUNTY-  KY/MCCRACKEN
 HB1550  USGS QUAD   -  PADUCAH WEST (1982)
 HB1550
 HB1550                         *CURRENT SURVEY CONTROL
 HB1550  ___________________________________________________________________
 HB1550* NAD 83(1993)-  37 07 20.80846(N)    088 43 56.51830(W)     ADJUSTED  
 HB1550* NAVD 88     -                                                        
 HB1550  ___________________________________________________________________
 HB1550  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 HB1550  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 HB1550
 HB1550  HORZ ORDER  -  THIRD
 HB1550
 HB1550.The horizontal coordinates were established by classical geodetic methods
 HB1550.and adjusted by the National Geodetic Survey in February 2000..
 HB1550
 HB1550
 HB1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1550
 HB1550.The geoid height was determined by GEOID03.
 HB1550
 HB1550;                    North         East     Units Scale Factor Converg.
 HB1550;SPC KY1Z     - 1,091,814.377 1,235,008.420   MT  0.99999087   -1 49 51.8
 HB1550;SPC KY1Z     - 3,582,061.00  4,051,856.79   sFT  0.99999087   -1 49 51.8
 HB1550;SPC KY S     -   591,753.490   235,017.574   MT  0.99995219   -1 48 31.3
 HB1550;SPC KY S     - 1,941,444.58    771,053.49   sFT  0.99995219   -1 48 31.3
 HB1550;SPC IL E     -    50,653.765   264,539.262   MT  0.99999048   -0 14 27.0
 HB1550;SPC IL E     -   166,186.56    867,909.23   sFT  0.99999048   -0 14 27.0
 HB1550;UTM  16      - 4,109,860.322   346,101.960   MT  0.99989177   -1 02 44.6
 HB1550
 HB1550                          SUPERSEDED SURVEY CONTROL
 HB1550
 HB1550  NAD 83(1993)-  37 07 20.80846(N)    088 43 56.51830(W) AD(       ) 4
 HB1550  NAD 83(1993)-  37 07 20.80869(N)    088 43 56.51831(W) AD(       ) 4
 HB1550  NAD 83(1986)-  37 07 20.81656(N)    088 43 56.51974(W) AD(       ) 4
 HB1550  NAD 27      -  37 07 20.62000(N)    088 43 56.33000(W) AD(       ) 3
 HB1550
 HB1550.Superseded values are not recommended for survey control.
 HB1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1550.See file dsdata.txt to determine how the superseded data were derived.
 HB1550
 HB1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG4610209860(NAD 83)
 HB1550_MARKER: 51 = TANK
 HB1550
 HB1550  HISTORY     - Date     Condition        Report By
 HB1550  HISTORY     - 1930     FIRST OBSERVED   CGS
 HB1550  HISTORY     - 1957     SEE DESCRIPTION  CGS
 HB1550  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 HB1550
 HB1550                          STATION DESCRIPTION
 HB1550
 HB1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 HB1550'THE POSITION WAS PLOTTED ON A QUAD SHEET AND THE AREA SEARCHED. NO
 HB1550'TANK OR ELEVATED OBJECT OF ANY KIND WAS FOUND. THE LOCAL FARMERS
 HB1550'SAY THERE WAS NEVER A TANK IN THIS VICINITY. STATION IS LOST.
 HB1550
 HB1550                          STATION RECOVERY (2003)
 HB1550
 HB1550'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB1550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1213 ***********************************************************************
 GZ1213  DESIGNATION -  CHIS SQ RM
 GZ1213  PID         -  GZ1213
 GZ1213  STATE/COUNTY-  KY/BOYLE
 GZ1213  USGS QUAD   -  PARKSVILLE (1952)
 GZ1213
 GZ1213                         *CURRENT SURVEY CONTROL
 GZ1213  ___________________________________________________________________
 GZ1213* NAD 83(1986)-  37 33 27.     (N)    084 53 29.     (W)     SCALED    
 GZ1213* NAVD 88     -       278.926  (meters)     915.11   (feet)  ADJUSTED  
 GZ1213  ___________________________________________________________________
 GZ1213  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GZ1213  DYNAMIC HT  -         278.706 (meters)     914.39  (feet)  COMP
 GZ1213  MODELED GRAV-     979,835.3   (mgal)                       NAVD 88
 GZ1213
 GZ1213  VERT ORDER  -  SECOND    CLASS 0
 GZ1213
 GZ1213.The horizontal coordinates were scaled from a topographic map and have
 GZ1213.an estimated accuracy of +/- 6 seconds.
 GZ1213
 GZ1213.The orthometric height was determined by differential leveling
 GZ1213.and adjusted by the National Geodetic Survey in June 1991..
 GZ1213
 GZ1213.The geoid height was determined by GEOID03.
 GZ1213
 GZ1213.The dynamic height is computed by dividing the NAVD 88
 GZ1213.geopotential number by the normal gravity value computed on the
 GZ1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1213.degrees latitude (g = 980.6199 gals.).
 GZ1213
 GZ1213.The modeled gravity was interpolated from observed gravity values.
 GZ1213
 GZ1213;                    North         East    Units  Estimated Accuracy
 GZ1213;SPC KY1Z     - 1,136,210.    1,575,860.      MT  (+/- 180 meters Scaled)
 GZ1213
 GZ1213                          SUPERSEDED SURVEY CONTROL
 GZ1213
 GZ1213  NGVD 29 (??/??/92)  279.062  (m)          915.56   (f) ADJ UNCH    2 0
 GZ1213
 GZ1213.Superseded values are not recommended for survey control.
 GZ1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1213.See file dsdata.txt to determine how the superseded data were derived.
 GZ1213
 GZ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG862588(NAD 83)
 GZ1213_MARKER: Q = CHISELED SQUARE
 GZ1213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1213_SP_SET: CULVERT
 GZ1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1213
 GZ1213  HISTORY     - Date     Condition        Report By
 GZ1213  HISTORY     - UNK      MONUMENTED       USGS
 GZ1213  HISTORY     - 1958     GOOD             NGS
 GZ1213
 GZ1213                          STATION DESCRIPTION
 GZ1213
 GZ1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ1213'3.2 MI S FROM PARKSVILLE.
 GZ1213'3.1 MILES SOUTH ALONG A NEW GRAVEL ROAD FROM THE JUNCTION OF
 GZ1213'STATE HIGHWAY 34 AND PIERCES GROCERY AT PARKSVILLE, TO THE JUNCTION
 GZ1213'OF STATE HIGHWAY 37, THENCE 0.1 MILE SOUTHWEST ALONG HIGHWAY 37
 GZ1213'TO CROSSROAD AND CULVERT FOR JOHNSON BRANCH, ABOUT 0.05 MILE NORTH
 GZ1213'OF PLEASANT RUN BAPTIST CHURCH, ON THE TOP OF THE NORTHEAST END
 GZ1213'OF THE SOUTHEAST HEADWALL OF THE 24-FOOT CONCRETE BOX CULVERT
 GZ1213'WITH PARTITION, 51 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 GZ1213'OF CROSSROAD, 13 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, AND
 GZ1213'ABOUT 1 FOOT BELOW THE LEVEL OF ROAD.  CHISELED SQUARE ON HEAD
 GZ1213'WALL OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3486 ***********************************************************************
 GA3486  DESIGNATION -  CHUNKLICK
 GA3486  PID         -  GA3486
 GA3486  STATE/COUNTY-  KY/HARLAN
 GA3486  USGS QUAD   -  EWING (1978)
 GA3486
 GA3486                         *CURRENT SURVEY CONTROL
 GA3486  ___________________________________________________________________
 GA3486* NAD 83(1993)-  36 44 03.18837(N)    083 22 59.83123(W)     ADJUSTED  
 GA3486* NAVD 88     -      1042.     (meters)    3419.     (feet)  SCALED    
 GA3486  ___________________________________________________________________
 GA3486  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GA3486  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GA3486
 GA3486  HORZ ORDER  -  SECOND
 GA3486
 GA3486.The horizontal coordinates were established by classical geodetic methods
 GA3486.and adjusted by the National Geodetic Survey in December 1995..
 GA3486
 GA3486.The orthometric height was scaled from a topographic map.
 GA3486
 GA3486.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3486
 GA3486.The geoid height was determined by GEOID03.
 GA3486
 GA3486;                    North         East     Units Scale Factor Converg.
 GA3486;SPC KY1Z     - 1,047,174.523 1,711,394.952   MT  1.00010181   +1 27 11.0
 GA3486;SPC KY1Z     - 3,435,605.08  5,614,801.61   sFT  1.00010181   +1 27 11.0
 GA3486;SPC KY S     -   547,135.533   711,373.949   MT  0.99999984   +1 26 07.2
 GA3486;SPC KY S     - 1,795,060.49  2,333,899.36   sFT  0.99999984   +1 26 07.2
 GA3486;SPC VA S     - 1,055,767.006 3,064,014.155   MT  1.00000605   -2 57 49.6
 GA3486;SPC VA S     - 3,463,795.59 10,052,519.77   sFT  1.00000605   -2 57 49.6
 GA3486;UTM  17      - 4,068,037.179   287,191.137   MT  1.00015797   -1 25 33.6
 GA3486
 GA3486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3486!SPC KY1Z     -   0.99984132  x   1.00010181  =   0.99994312
 GA3486!SPC KY S     -   0.99984132  x   0.99999984  =   0.99984116
 GA3486!SPC VA S     -   0.99984132  x   1.00000605  =   0.99984737
 GA3486!UTM  17      -   0.99984132  x   1.00015797  =   0.99999927
 GA3486
 GA3486|---------------------------------------------------------------------|
 GA3486| PID    Reference Object                     Distance      Geod. Az  |
 GA3486|                                                           dddmmss.s |
 GA3486| DB9012 CHUNKLICK RM 1                       21.622 METERS 12148     |
 GA3486| DB9013 CHUNKLICK RM 2                       23.183 METERS 33859     |
 GA3486| GA3485 CHUNKLICK LOOKOUT TOWER              26.361 METERS 34059     |
 GA3486|---------------------------------------------------------------------|
 GA3486
 GA3486                          SUPERSEDED SURVEY CONTROL
 GA3486
 GA3486  NAD 83(1993)-  36 44 03.19127(N)    083 22 59.83062(W) AD(       ) 2
 GA3486  NAD 83(1986)-  36 44 03.19735(N)    083 22 59.83629(W) AD(       ) 2
 GA3486  NAD 27      -  36 44 02.89300(N)    083 23 00.18000(W) AD(       ) 2
 GA3486
 GA3486.Superseded values are not recommended for survey control.
 GA3486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3486.See file dsdata.txt to determine how the superseded data were derived.
 GA3486
 GA3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8719168037(NAD 83)
 GA3486_MARKER: DS = TRIANGULATION STATION DISK
 GA3486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3486
 GA3486  HISTORY     - Date     Condition        Report By
 GA3486  HISTORY     - 1950     MONUMENTED       CGS
 GA3486  HISTORY     - 1979     MARK NOT FOUND   NGS
 GA3486
 GA3486                          STATION DESCRIPTION
 GA3486
 GA3486'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3486'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF HARLAN NEAR THE
 GA3486'CHUNKLICK LOOKOUT TOWER AND
 GA3486'ON LAND OWNED BY THE STATE OF KENTUCKY.  IT IS 72 FEET EAST
 GA3486'OF AN 18 INCH MAPLE TREE AND
 GA3486'11 FEET SOUTH OF A WHITE WITNESS POST.
 GA3486'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 GA3486'IS STAMPED CHUNKLICK
 GA3486'1950.
 GA3486'
 GA3486'REFERENCE MARK NO. 1 IS 24 FEET SOUTHWEST OF A 24 INCH OAK TREE, 23
 GA3486'FEET NORTH OF THE NORTHWEST
 GA3486'CORNER OF THE CABIN AND 14 FEET NORTH OF THE 18 INCH
 GA3486'MAPLE TREE.  THE MARK PROJECTS
 GA3486'ABOUT 2 INCHES AND THE DISK IS STAMPED
 GA3486'CHUNKLICK NO 1 1950.
 GA3486'
 GA3486'REFERENCE MARK NO. 2 IS 10 FEET NORTH OF THE SOUTHEAST LEG OF THE
 GA3486'LOOKOUT TOWER, 9 FEET
 GA3486'SOUTH OF THE NORTHEAST LEG OF THE TOWER.  THE DISK IS
 GA3486'SET IN A DRILL HOLE IN AN
 GA3486'OUTCROPPING BEDROCK AND IS STAMPED
 GA3486'CHUNKLICK NO 2 1950.
 GA3486'
 GA3486'NO AZIMUTH MARK SET.
 GA3486'
 GA3486'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 119 AND STATE
 GA3486'HIGHWAY 72, ABOUT 17 MILES
 GA3486'WEST OF HARLAN, GO SOUTHEAST ON HIGHWAY 72 FOR 8.3
 GA3486'MILES TO THE END OF THE HIGHWAY
 GA3486'AND THE OFFICE BUILDING OF THE BLACK
 GA3486'STAR COAL CO., TURN RIGHT AROUND BUILDING AND GO
 GA3486'0.65 MILE TO A MINE,
 GA3486'CONTINUE 0.2 MILE TO A FORK, TAKE RIGHT FORK AND GO 2.2 MILES TO A
 GA3486'FORK, TURN LEFT
 GA3486'AND GO 0.5 MILE TO ANOTHER FORK, TAKE LEFT FORK AND
 GA3486'GO 1.7 MILES TO THE LOOKOUT TOWER
 GA3486'AND THE STATION AS DESCRIBED.
 GA3486'
 GA3486'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GA3486
 GA3486                          STATION RECOVERY (1979)
 GA3486
 GA3486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GA3486'A LONG SEARCH WAS MADE AT THE SITE BUT NOTHING WAS FOUND EXCEPT FOR
 GA3486'WHAT IS THOUGHT TO BE PART OF THE STEM OF R.M. 2.  THE CABIN MENTIONED
 GA3486'HAS BEEN GRADED OUT.  THE STATION SITE IS NOW OCCUPIED BY A RADIO MAST
 GA3486'AND IT IS THOUGHT THAT THIS PART OF THE HILL HAS BEEN GRADED TWICE IN
 GA3486'THE PAST SEVERAL YEARS.  THIS STATION SHOULD BE CONSIDERED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3485 ***********************************************************************
 GA3485  DESIGNATION -  CHUNKLICK LOOKOUT TOWER
 GA3485  PID         -  GA3485
 GA3485  STATE/COUNTY-  KY/HARLAN
 GA3485  USGS QUAD   -  EWING (1978)
 GA3485
 GA3485                         *CURRENT SURVEY CONTROL
 GA3485  ___________________________________________________________________
 GA3485* NAD 83(1993)-  36 44 03.99682(N)    083 23 00.17757(W)     ADJUSTED  
 GA3485* NAVD 88     -      1042.     (meters)    3419.     (feet)  SCALED    
 GA3485  ___________________________________________________________________
 GA3485  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 GA3485  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GA3485
 GA3485  HORZ ORDER  -  THIRD
 GA3485
 GA3485.The horizontal coordinates were established by classical geodetic methods
 GA3485.and adjusted by the National Geodetic Survey in December 1995..
 GA3485
 GA3485.The orthometric height was scaled from a topographic map.
 GA3485
 GA3485.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3485
 GA3485.The geoid height was determined by GEOID03.
 GA3485
 GA3485;                    North         East     Units Scale Factor Converg.
 GA3485;SPC KY1Z     - 1,047,199.221 1,711,385.729   MT  1.00010173   +1 27 10.8
 GA3485;SPC KY1Z     - 3,435,686.11  5,614,771.35   sFT  1.00010173   +1 27 10.8
 GA3485;SPC KY S     -   547,160.231   711,364.734   MT  0.99999980   +1 26 07.0
 GA3485;SPC KY S     - 1,795,141.52  2,333,869.13   sFT  0.99999980   +1 26 07.0
 GA3485;SPC VA S     - 1,055,792.338 3,064,006.861   MT  1.00000601   -2 57 49.8
 GA3485;SPC VA S     - 3,463,878.70 10,052,495.84   sFT  1.00000601   -2 57 49.8
 GA3485;UTM  17      - 4,068,062.311   287,183.165   MT  1.00015801   -1 25 33.8
 GA3485
 GA3485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3485!SPC KY1Z     -   0.99984132  x   1.00010173  =   0.99994304
 GA3485!SPC KY S     -   0.99984132  x   0.99999980  =   0.99984112
 GA3485!SPC VA S     -   0.99984132  x   1.00000601  =   0.99984733
 GA3485!UTM  17      -   0.99984132  x   1.00015801  =   0.99999931
 GA3485
 GA3485                          SUPERSEDED SURVEY CONTROL
 GA3485
 GA3485  NAD 83(1993)-  36 44 03.99973(N)    083 23 00.17697(W) AD(       ) 4
 GA3485  NAD 83(1986)-  36 44 04.00555(N)    083 23 00.18353(W) AD(       ) 4
 GA3485  NAD 27      -  36 44 03.70100(N)    083 23 00.52600(W) AD(       ) 3
 GA3485
 GA3485.Superseded values are not recommended for survey control.
 GA3485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3485.See file dsdata.txt to determine how the superseded data were derived.
 GA3485
 GA3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8718368062(NAD 83)
 GA3485_MARKER: 57 = LOOKOUT TOWER
 GA3485
 GA3485  HISTORY     - Date     Condition        Report By
 GA3485  HISTORY     - 1950     FIRST OBSERVED   CGS
 GA3485
 GA3485                          STATION DESCRIPTION
 GA3485
 GA3485'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3485'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF HARLAN ON LAND OWNED BY
 GA3485'THE STATE OF
 GA3485'KENTUCKY.  IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 100
 GA3485'FEET HIGH, PAINTED GREY WITH A
 GA3485'SQUARE LOOKOUT CAB ON TOP.  A TRAVERSE
 GA3485'CONNECTION WAS MADE FROM TRIANGULATION STATION
 GA3485'CHUNKLICK AND THE
 GA3485'DISTANCE WAS FOUND TO BE 86.5 FEET (26.36 METERS).  THE POINT
 GA3485'TRAVERSED TO
 GA3485'AND OBSERVED ON WAS THE CENTER OF THE BASE OF THE TOWER.
 GA3485'
 GA3485'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119 AND STATE
 GA3485'HIGHWAY 72 ABOUT 17 MILES
 GA3485'WEST OF HARLAN, GO SOUTHEAST ON HIGHWAY 72 FOR 8.3
 GA3485'MILES TO THE END OF THE HIGHWAY AND
 GA3485'THE OFFICE BUILDING OF THE BLACK
 GA3485'STAR COAL CO.  TURN RIGHT AROUND THE BUILDING AND GO
 GA3485'0.65 MILE TO A
 GA3485'MINE, CONTINUE 0.2 MILE TO A FORK, TAKE RIGHT FORK AND GO 2.2 MILES
 GA3485'TO A FORK, TURN
 GA3485'LEFT AND GO 0.5 MILE TO ANOTHER FORK, TAKE LEFT FORK
 GA3485'AND GO 1.7 MILES TO THE LOOKOUT
 GA3485'TOWER AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1552 ***********************************************************************
 HZ1552  DESIGNATION -  CHURCH
 HZ1552  PID         -  HZ1552
 HZ1552  STATE/COUNTY-  KY/JEFFERSON
 HZ1552  USGS QUAD   -  ANCHORAGE (1987)
 HZ1552
 HZ1552                         *CURRENT SURVEY CONTROL
 HZ1552  ___________________________________________________________________
 HZ1552* NAD 83(1993)-  38 17 25.97254(N)    085 36 58.83091(W)     ADJUSTED  
 HZ1552* NAVD 88     -       191.303  (meters)     627.63   (feet)  ADJUSTED  
 HZ1552  ___________________________________________________________________
 HZ1552  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 HZ1552  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HZ1552  DYNAMIC HT  -         191.174 (meters)     627.21  (feet)  COMP
 HZ1552  MODELED GRAV-     979,952.6   (mgal)                       NAVD 88
 HZ1552
 HZ1552  HORZ ORDER  -  SECOND
 HZ1552  VERT ORDER  -  SECOND    CLASS 0
 HZ1552
 HZ1552.The horizontal coordinates were established by classical geodetic methods
 HZ1552.and adjusted by the National Geodetic Survey in December 1995..
 HZ1552
 HZ1552.The orthometric height was determined by differential leveling
 HZ1552.and adjusted by the National Geodetic Survey in June 1991..
 HZ1552
 HZ1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1552
 HZ1552.The geoid height was determined by GEOID03.
 HZ1552
 HZ1552.The dynamic height is computed by dividing the NAVD 88
 HZ1552.geopotential number by the normal gravity value computed on the
 HZ1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1552.degrees latitude (g = 980.6199 gals.).
 HZ1552
 HZ1552.The modeled gravity was interpolated from observed gravity values.
 HZ1552
 HZ1552;                    North         East     Units Scale Factor Converg.
 HZ1552;SPC KY1Z     - 1,217,227.212 1,511,692.239   MT  0.99993100   +0 04 55.4
 HZ1552;SPC KY1Z     - 3,993,519.61  4,959,610.29   sFT  0.99993100   +0 04 55.4
 HZ1552;SPC KY N     -    88,634.747   380,474.209   MT  0.99996681   -0 50 59.8
 HZ1552;SPC KY N     -   290,795.83  1,248,272.47   sFT  0.99996681   -0 50 59.8
 HZ1552;SPC IN E     -   337,744.745   104,402.504   MT  0.99996691   +0 01 52.3
 HZ1552;SPC IN E     - 1,108,084.22    342,527.22   sFT  0.99996691   +0 01 52.3
 HZ1552;UTM  16      - 4,238,958.171   621,003.382   MT  0.99978032   +0 51 27.0
 HZ1552
 HZ1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1552!SPC KY1Z     -   0.99997521  x   0.99993100  =   0.99990622
 HZ1552!SPC KY N     -   0.99997521  x   0.99996681  =   0.99994203
 HZ1552!SPC IN E     -   0.99997521  x   0.99996691  =   0.99994213
 HZ1552!UTM  16      -   0.99997521  x   0.99978032  =   0.99975554
 HZ1552
 HZ1552|---------------------------------------------------------------------|
 HZ1552| PID    Reference Object                     Distance      Geod. Az  |
 HZ1552|                                                           dddmmss.s |
 HZ1552| HZ1551 CHURCH RM 1                          25.953 METERS 04813     |
 HZ1552| HZ2124 LAKELAND ST HOSP ADMIN E SPIRE      APPROX. 5.6 KM 1043158.4 |
 HZ1552| HZ2130 LAKELAND ST HOSP ADMIN W SPIRE      APPROX. 5.6 KM 1043651.9 |
 HZ1552| HZ2123 LAKELAND CENTRAL ST HOSP TANK       APPROX. 5.5 KM 1052822.4 |
 HZ1552| HZ2125 ORMSBY VILLAGE CHILD HOME TANK      APPROX. 4.7 KM 1121258.1 |
 HZ1552| HZ2149 LOUISVILLE WATER CO TANK            APPROX. 7.1 KM 2351839.3 |
 HZ1552| HZ1550 CHURCH RM 2                          32.034 METERS 30632     |
 HZ1552| HZ2133 INDIANA ORD WKS 6012 SANI TANK      APPROX.10.9 KM 3222950.5 |
 HZ1552| HZ2134 INDIANA ORD WKS 6013 SANI TANK      APPROX. 9.9 KM 3223449.4 |
 HZ1552| HZ2122 CHURCH 1935 AZ MK RESET             332.832 METERS 34502     |
 HZ1552| AI7068 CHURCH AZ MK                                       3540503.3 |
 HZ1552|---------------------------------------------------------------------|
 HZ1552
 HZ1552                          SUPERSEDED SURVEY CONTROL
 HZ1552
 HZ1552  NAD 83(1986)-  38 17 25.97619(N)    085 36 58.83737(W) AD(       ) 2
 HZ1552  NAD 27      -  38 17 25.73100(N)    085 36 58.98000(W) AD(       ) 2
 HZ1552  NGVD 29 (??/??/92)  191.458  (m)          628.14   (f) ADJ UNCH    2 0
 HZ1552
 HZ1552.Superseded values are not recommended for survey control.
 HZ1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1552.See file dsdata.txt to determine how the superseded data were derived.
 HZ1552
 HZ1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2100338958(NAD 83)
 HZ1552_MARKER: DD = SURVEY DISK
 HZ1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1552_STAMPING: CHURCH 1935
 HZ1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1552+STABILITY: SURFACE MOTION
 HZ1552
 HZ1552  HISTORY     - Date     Condition        Report By
 HZ1552  HISTORY     - 1935     MONUMENTED       CGS
 HZ1552  HISTORY     - 1947     SEE DESCRIPTION  CGS
 HZ1552  HISTORY     - 1960     GOOD             CGS
 HZ1552  HISTORY     - 1960     GOOD             PAS
 HZ1552  HISTORY     - 1988     GOOD             KYDT
 HZ1552
 HZ1552                          STATION DESCRIPTION
 HZ1552
 HZ1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ1552'STATION IS ON THE HIGHEST POINT OF A RISE BETWEEN TWO BRANCHES OF
 HZ1552'GOOSE CREEK, ABOUT 8 MILES ENE OF LOUISVILLE. IT IS 15.9 FEET NW
 HZ1552'OF FENCE, 12 PACES NW OF CENTER LINE OF ROAD, 31.3 FEET SE OF A
 HZ1552'12-INCH PEAR TREE AND 29.0 FEET WSW OF A 10-INCH MAPLE TREE.
 HZ1552'
 HZ1552'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ1552'DISKS SET IN CONCRETE.
 HZ1552'
 HZ1552'REFERENCE MARK NO. 1 IS N OF STATION, 12 INCHES SW OF FENCE AND 8
 HZ1552'PACES NNW OF FENCE INTERSECTION.
 HZ1552'
 HZ1552'REFERENCE MARK NO. 2 IS WNW OF STATION, 12 INCHES NE OF FENCE.
 HZ1552'
 HZ1552'AZIMUTH MARK IS NW OF STATION, 3 FEET NNE OF FENCE CORNER, 8 PACES NW
 HZ1552'OF GATE AT SHARP TURN IN ROAD. TO REACH FROM STATION GO NW
 HZ1552'AROUND HOUSE AND THRU FIELD FOR 0.2 MILE TO T-INTERSECTION WITH MAIN
 HZ1552'ROAD. TURN RIGHT AND GO 0.1 MILE TO WHERE ROAD TURNS SHARP LEFT
 HZ1552'AND AZIMUTH ON LEFT.
 HZ1552'
 HZ1552'TO REACH FROM THE TRAFFIC LIGHT IN ST. MATTHEWS, GO NW ON THE
 HZ1552'CHENOWETH LANE FOR 1.1 MILES TO T-INTERSECTION WITH THE BROWNSBORO
 HZ1552'ROAD. TURN RIGHT ON THE BROWNSBORO ROAD AND GO 3.25 MILES TO GRAVEL
 HZ1552'ROAD RIGHT. CONTINUE AHEAD FOR 0.1 MILE TO TOP OF GRADE AND
 HZ1552'STATION SITE ON LEFT.
 HZ1552'
 HZ1552'A 77-FOOT TOWER IS REQUIRED.
 HZ1552'
 HZ1552'NO NATURAL OBJECTS V.G.
 HZ1552
 HZ1552                          STATION RECOVERY (1947)
 HZ1552
 HZ1552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1552'STATION WAS RECOVERED IN GOOD CONDITION EXCEPT FOR THE AZIMUTH MARK,
 HZ1552'WHICH WAS BROKEN OFF AT GROUND LEVEL. A NEW MARK WAS ESTABLISHED.
 HZ1552'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HZ1552'BRONZE DISKS SET IN CONCRETE.
 HZ1552'THE ORIGINAL DESCRIPTIONS FOR REACHING THE STATION ARE NO LONGER
 HZ1552'SATISFACTORY. A COMPLETE DESCRIPTION FOLLOWS -
 HZ1552'
 HZ1552'STATION IS ABOUT 8 MILES EAST-NORTHEAST OF LOUISVILLE ON PROPERTY OF
 HZ1552'JAMES MALONEY, 40 FEET NORTH OF APPROXIMATE CENTERLINE OF
 HZ1552'STATE HIGHWAY 22, 39 FEET WEST OF APPROXIMATE CENTERLINE OF FARM LANE
 HZ1552'ENTRANCE, AND 37 FEET EAST-NE OF THE SOUTHWEST
 HZ1552'CORNER OF THE YARD FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE
 HZ1552'DISK IS STAMPED CHURCH 1935.
 HZ1552'
 HZ1552'REFERENCE MARK NO. 1 IS 85.15 FEET NORTH OF THE STATION AND 6 INCHES
 HZ1552'SOUTHWEST OF A FENCE. THE MARK PROJECTS AN INCH, AND THE DISK IS
 HZ1552'STAMPED CHURCH 1935 NO. 1.
 HZ1552'
 HZ1552'REFERENCE MARK NO. 2 IS 105.10 FEET WEST-NORTHWEST OF STATION AND 6
 HZ1552'INCHES EAST OF FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE
 HZ1552'DISK IS STAMPED CHURCH 1935 NO. 2.
 HZ1552'
 HZ1552'THE AZIMUTH MARK IS 0.2 MILE NORTH-NORTHWEST OF THE STATION, 12 FEET
 HZ1552'NORTH OF GRAVELED ROAD CENTERLINE, AND 2 FEET SOUTH-SOUTHEAST
 HZ1552'OF A WHITE WITNESS POST. THE MARK IS FLUSH WITH THE GROUND, AND THE
 HZ1552'DISK IS STAMPED CHURCH 1935 RESET 1947.
 HZ1552'
 HZ1552'TO REACH FROM THE POST OFFICE IN PROSPECT, GO SOUTHWEST ON U.S.
 HZ1552'HIGHWAY 42 FOR 5.7 MILES TO JUNCTION WITH STATE HIGHWAY 22.
 HZ1552'TURN LEFT AND GO 1.4 MILES TO STATION ON LEFT.
 HZ1552'
 HZ1552'TO REACH AZIMUTH MARK FROM STATION, GO NORTHWEST AROUND HOUSE AND
 HZ1552'THROUGH FIELD FOR 0.2 MILE TO T-INTERSECTION WITH MAIN ROAD.
 HZ1552'TURN RIGHT AND GO 0.05 MILE TO AZIMUTH ON LEFT.
 HZ1552'
 HZ1552'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HZ1552
 HZ1552                          STATION RECOVERY (1960)
 HZ1552
 HZ1552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (EB)
 HZ1552'STATION RECOVERED IN GOOD CONDITION. OLD TO REACH IS ADEQUATE. THE
 HZ1552'DISTANCE TO THE AZIMUTH MARK CHURCH 1935 RESET 1947 WAS
 HZ1552'CHAINED, AND A POSITION FOR THE AZIMUTH MARK WAS COMPUTED. AN ERROR
 HZ1552'IN THE PUBLISHED VALUE OF THE PLANE AZIMUTH TO THE AZIMUTH
 HZ1552'MARK WAS NOTED. THE VALUE 174 DEG 56 MIN 03 SEC KY. N SHOULD READ 165
 HZ1552'DEG 53 MIN 28 SEC TO CONFORM WITH CHURCH 1935, RESET 1947. THE
 HZ1552'VALUE FOR INDIANA EAST ZONE WAS NOT CHECKED.
 HZ1552
 HZ1552                          STATION RECOVERY (1960)
 HZ1552
 HZ1552'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1552'8 MI ENE FROM LOUISVILLE.
 HZ1552'ABOUT 8 MILES EAST-NORTHEAST OF LOUISVILLE ON STATE HIGHWAY 22,
 HZ1552'APPROXIMATELY 40 FEET NORTH OF CENTERLINE, ON ST. THOMAS SEMINARY
 HZ1552'PROPERTY IN FRONT OF CARETAKERS RESIDENCE, 39 FEET WEST OF
 HZ1552'APPROXIMATE CENTERLINE OF FARM LANE ENTRANCE.  THE MARK IS FLUSH
 HZ1552'WITH THE GROUND, AND THE DISK IS STAMPED CHURCH 1935.
 HZ1552
 HZ1552                          STATION RECOVERY (1988)
 HZ1552
 HZ1552'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1988
 HZ1552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1430 ***********************************************************************
 HA1430  DESIGNATION -  CHURCH
 HA1430  PID         -  HA1430
 HA1430  STATE/COUNTY-  KY/WARREN
 HA1430  USGS QUAD   -  HADLEY (1973)
 HA1430
 HA1430                         *CURRENT SURVEY CONTROL
 HA1430  ___________________________________________________________________
 HA1430* NAD 83(1993)-  37 01 22.04607(N)    086 31 22.25678(W)     ADJUSTED  
 HA1430* NAVD 88     -       233.31   (+/-2cm)     765.5    (feet)  VERTCON   
 HA1430  ___________________________________________________________________
 HA1430  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 HA1430  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HA1430
 HA1430  HORZ ORDER  -  SECOND
 HA1430  VERT ORDER  -  THIRD ? (See Below)
 HA1430
 HA1430.The horizontal coordinates were established by classical geodetic methods
 HA1430.and adjusted by the National Geodetic Survey in December 1995..
 HA1430
 HA1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1430.The vertical order pertains to the NGVD 29 superseded value.
 HA1430
 HA1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1430
 HA1430.The geoid height was determined by GEOID03.
 HA1430
 HA1430;                    North         East     Units Scale Factor Converg.
 HA1430;SPC KY1Z     - 1,076,804.717 1,431,227.698   MT  1.00001504   -0 28 28.2
 HA1430;SPC KY1Z     - 3,532,816.81  4,695,619.54   sFT  1.00001504   -0 28 28.2
 HA1430;SPC KY S     -   576,792.727   431,231.459   MT  0.99996008   -0 28 07.3
 HA1430;SPC KY S     - 1,892,360.81  1,414,798.55   sFT  0.99996008   -0 28 07.3
 HA1430;UTM  16      - 4,097,507.023   542,442.472   MT  0.99962219   +0 17 14.3
 HA1430
 HA1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1430!SPC KY1Z     -   0.99996816  x   1.00001504  =   0.99998320
 HA1430!SPC KY S     -   0.99996816  x   0.99996008  =   0.99992824
 HA1430!UTM  16      -   0.99996816  x   0.99962219  =   0.99959036
 HA1430
 HA1430:                Primary Azimuth Mark                     Grid Az
 HA1430:SPC KY1Z     -  WESTERN KY STC CHERRY HALL               121 57 33.5
 HA1430:SPC KY S     -  WESTERN KY STC CHERRY HALL               121 57 12.6
 HA1430:UTM  16      -  WESTERN KY STC CHERRY HALL               121 11 51.0
 HA1430
 HA1430|---------------------------------------------------------------------|
 HA1430| PID    Reference Object                     Distance      Geod. Az  |
 HA1430|                                                           dddmmss.s |
 HA1430| GC2139 WESTERN KY STC CHERRY HALL          APPROX. 7.5 KM 1212905.3 |
 HA1430| GC2140 WESTERN KY STC WATER TANK           APPROX. 7.4 KM 1220212.4 |
 HA1430| CG8299 CHURCH RM 1                          13.112 METERS 19724     |
 HA1430| CG8298 CHURCH AZ MK                                       1973356.5 |
 HA1430| CG8301 CHURCH RM 3                          13.075 METERS 19735     |
 HA1430| CG8300 CHURCH RM 2                          30.760 METERS 25327     |
 HA1430|---------------------------------------------------------------------|
 HA1430
 HA1430                          SUPERSEDED SURVEY CONTROL
 HA1430
 HA1430  NAD 83(1986)-  37 01 22.05520(N)    086 31 22.26248(W) AD(       ) 2
 HA1430  NAD 27      -  37 01 21.90300(N)    086 31 22.29200(W) AD(       ) 2
 HA1430  NGVD 29 (07/19/86)  233.38   (m)          765.7    (f) LEVELING    3  
 HA1430
 HA1430.Superseded values are not recommended for survey control.
 HA1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1430.See file dsdata.txt to determine how the superseded data were derived.
 HA1430
 HA1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4244297507(NAD 83)
 HA1430_MARKER: DS = TRIANGULATION STATION DISK
 HA1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1430
 HA1430  HISTORY     - Date     Condition        Report By
 HA1430  HISTORY     - 1952     MONUMENTED       CGS
 HA1430  HISTORY     - 1969     SEE DESCRIPTION  CGS
 HA1430
 HA1430                          STATION DESCRIPTION
 HA1430
 HA1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1430'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF BOWLING GREEN AND 1.5
 HA1430'MILES SOUTH OF BARREN COMMUNITY ON LAND OWNED BY MR. E. CHURCH.  IT
 HA1430'IS 18 FEET NORTH OF THE CENTER OF LANE ROAD, 8 FEET EAST OF A WHITE
 HA1430'WITNESS POST AND 1 FOOT NORTH OF FENCE LINE.  THE MARK IS SET
 HA1430'FLUSH AND THE DISK STAMPED CHURCH 1952.
 HA1430'
 HA1430'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE CENTER OF LANE ROAD AND
 HA1430'1 FOOT NORTH OF FENCE LINE.  THE MARK IS SET FLUSH AND THE DISK
 HA1430'STAMPED CHURCH NO 1 1952.
 HA1430'
 HA1430'REFERENCE MARK NO. 2 IS 25 FEET NORTH OF THE CENTER OF LANE ROAD AND
 HA1430'1 FOOT NORTH OF FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 HA1430'DISK STAMPED CHURCH NO 2 1952.
 HA1430'
 HA1430'THE AZIMUTH MARK IS 25 FEET WEST OF THE CENTER OF GRAVEL ROAD 3 FEET
 HA1430'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 HA1430'DISK STAMPED CHURCH 1952.
 HA1430'
 HA1430'TO REACH THE STATION FROM THE POST OFFICE IN BOWLING GREEN, GO
 HA1430'SOUTHWEST ON CENTER STREET FOR 0.4 MILE TO 12TH STREET, TURN RIGHT
 HA1430'AND GO NORTHWEST ON 12TH STREET FOR 0.25 MILE TO CLAY STREET, TURN
 HA1430'RIGHT AND GO NORTHEAST ON CLAY STREET FOR 0.05 MILE, TURN LEFT ONTO
 HA1430'WOODFORD STREET AND GO NORTHWEST FOR
 HA1430'0.75 MILE TO ROAD FORK AT A LARGE QUARRY PIT
 HA1430'ON THE LEFT, BEAR LEFT AND CONTINUE WEST AND NORTHWEST ON PAVED ROAD
 HA1430'FOR 3.65 MILES TO END OF PAVEMENT, CONTINUE ON GRAVELED ROAD FOR
 HA1430'1.25 MILES TO A CHURCH AND CEMETERY ON THE RIGHT AND SIDE ROAD LEFT,
 HA1430'TURN LEFT AND FOLLOW WINDING ROAD SOUTH AND SOUTHWEST FOR 1.35 MILES
 HA1430'TO A SMALL FRAME SHURCH BUILDING ON THE RIGHT, CONTINUE SOUTH ON
 HA1430'GRAVEL ROAD FOR 0.45 MILE TO WHERE ROAD MAKES A RIGHT TURN AND A
 HA1430'HOUSE STRAIGHT AHEAD, TURN RIGHT FOR 0.05 MILE TO ROAD FORK, BEAR
 HA1430'LEFT AND CONTINUE SOUTH ON GRAVEL ROAD FOR 0.3 MILE TO SIDE ROAD LEFT
 HA1430'ACROSS PIPE CATTLE GUARD, * TURN LEFT AND GO EAST ON DIRT ROAD FOR
 HA1430'0.05 MILE TO THE STATION ON THE NORTH SIDE IN FENCE LINE AS
 HA1430'DESCRIBED.
 HA1430'
 HA1430'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON GRAVEL
 HA1430'ROAD FOR 0.4 MILE TO THE MARK ON THE WEST SIDE AS DESCRIBED.
 HA1430'
 HA1430'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1430
 HA1430                          STATION RECOVERY (1969)
 HA1430
 HA1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HA1430'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 HA1430'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND LOOSE AND BADLY TILTED.
 HA1430'THE SURFACE STATION MARK MONUMENT WAS FOUND BURIED SOME DISTANCE
 HA1430'FROM ITS ORIGINAL POSITION, AND THE DISK WAS REMOVED.  AFTER A
 HA1430'RATHER LENGTHY SEARCH, THE UNDERGROUND STATION MARK WAS RECOVERED
 HA1430'ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND AND APPEARED IN
 HA1430'GOOD CONDITION.  HERE IT SHOULD BE NOTED THAT THE ARROW ON REFERENCE
 HA1430'MARK NO. 2 POINTS SEVERAL DEGREES TO THE LEFT OF THE STATION.  A
 HA1430'FIRM PLUMBING BENCH WAS ERECTED OVER THE UNDERGROUND STATION MARK
 HA1430'AND THE POINT HELD, AFTER WHICH THE UNDERGROUND STATION MARK WAS
 HA1430'REMOVED AND LOWERED ABOUT 18 INCHES IN ITS EXACT, ORIGINAL
 HA1430'POSITION, AND A NEW SURFACE STATION MARK SET.  THE CONCRETE MONUMENT
 HA1430'FOR REFERENCE MARK NO. 1 WAS RESET, SURROUNDED WITH NEW
 HA1430'CONCRETE FOR A DEPTH OF ABOUT 8 INCHES, THE EARTH FIRMLY STAMPED TO
 HA1430'THE GROUND LEVEL, AND THE DISK ALTERED TO READ CHURCH 1952 NO 3
 HA1430'1969.  THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL ANGLES
 HA1430'BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS OBSERVED AND A
 HA1430'DIRECTION TAKEN ON BOWLING GREEN, T.V.A. MICROWAVE RELAY MAST.  IN
 HA1430'CHECKING THE HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND
 HA1430'REFERENCE MARK NO. 2 A DISCREPANCY OF -0.06 OF A FOOT WAS NOTED,
 HA1430'HOWEVER, THE HORIZONTAL ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE
 HA1430'MARK NO. 2 CHECKED THE 1952 OBSERVATIONS
 HA1430'WELL WITHIN THE REQUIRED LIMITS.
 HA1430'
 HA1430'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HA1430'
 HA1430'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF BOWLING GREEN,
 HA1430'ABOUT 1.5 MILES SOUTH OF THE SMALL COMMUNITY OF BARREN, AND IS ON THE
 HA1430'PROPERTY OF MRS. BEULAH MAY DUNKLAU.
 HA1430'
 HA1430'TO REACH THE STATION FROM THE TRAFFIC CONTROL SIGNALS AT THE
 HA1430'JUNCTIONS OF U. S. HIGHWAY 231, U. S. HIGHWAY 68 AND STATE ROUTE 80
 HA1430'NEAR THE SOUTHWEST CORNER OF THE WESTERN KENTUCKY STATE UNIVERSITY
 HA1430'CAMPUS IN BOWLING GREEN, GO WESTERLY ON U. S. HIGHWAY 231 FOR
 HA1430'2.3 MILES TO WILLOUGHBY LANE ON THE RIGHT.  HERE TURN RIGHT AND GO
 HA1430'NORTHERLY ON WILLOUGHBY LANE FOR 0.7 OF A MILE TO
 HA1430'THE T INTERSECTION WITH GLEN LILY ROAD.  HERE TURN LEFT ON GLEN LILY
 HA1430'ROAD AND GO WESTERLY ON WINDING ROAD FOR 0.8 OF A MILE TO A Y,
 HA1430'KEEP LEFT FORK AND CONTINUE WESTERLY AND NORTHERLY ON WINDING GLEN
 HA1430'LILY ROAD FOR 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 HA1430'CONTINUE NORTHERLY ON GLEN LILY ROAD FOR 0.3 OF A MILE TO A FARM
 HA1430'LANE ON THE RIGHT.  TURN RIGHT ON THIS FARM LANE AND GO
 HA1430'EAST-NORTHEASTERLY FOR ABOUT 0.05 OF A MILE TO A LARGE POND ON THE
 HA1430'RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 HA1430'
 HA1430'THE STATION IS 113 FEET WEST-SOUTHWEST OF A SOUTHEAST FENCE CORNER,
 HA1430'111 FEET SOUTHEAST OF AN ABONDONED OIL WELL CASING AND PUMP, 65
 HA1430'FEET NORTHWEST OF THE WEST EDGE OF A LARGE POND  17 FEET
 HA1430'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE FARM DRIVE, 1.2
 HA1430'FEET WEST-SOUTHWEST OF METAL WITNESS POST AND SIGN, AND 0.9 OF A FOOT
 HA1430'SOUTH-SOUTHWEST OF A WOVEN WIRE FENCE.  IT IS A STANDARD DISK SET
 HA1430'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 HA1430'INCHES AND THE DISK IS STAMPED CHURCH 1952 1969.
 HA1430'
 HA1430'REFERENCE MARK NO. 2 IS 19 FEET NORTH-NORTHWEST OF THE APPROXIMATE
 HA1430'CENTER OF THE FARM DRIVE, 1 FOOT NORTH-NORTHWEST OF THE WOVEN WIRE
 HA1430'FENCE AND ABOUT 1 FOOT BELOW THE ELEVATION OF THE STATION. IT IS A
 HA1430'STANDARD DISK SET IN THE TOP OF A 12- INCH SQUARE, CONCRETE MONUMENT
 HA1430'THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED CHURCH NO 2 1952.
 HA1430'
 HA1430'REFERENCE MARK NO. 3 IS ACROSS THE FARM DRIVE SOUTH-SOUTHWEST OF THE
 HA1430'STATION, 18 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 HA1430'FARM DRIVE, 10 FEET SOUTH OF A T FENCE CORNER POST, 5 FEET SOUTHWEST
 HA1430'OF A FENCE, AND ABOUT 1.5 FEET ABOVE THE ELEVATION OF THE STATION.
 HA1430'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 HA1430'MONUMENT THAT PROJECT 2 INCHES AND THE DISK IS STAMPED CHURCH 1952 NO
 HA1430'3 1969.
 HA1430'
 HA1430'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 HA1430'REFERENCE MARK NO. 3 IS 84.61 FEET - 25.789 METERS.
 HA1430'
 HA1430'THE AZIMUTH MARK IS 26 FEET SOUTH OF A POWERLINE POLE, 19 FEET WEST
 HA1430'OF THE APPROXIMATE CENTER OF GLEN LILY ROAD, 4.5 FEET EAST OF A
 HA1430'FENCE, 0.8 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN, AND ATOP
 HA1430'A BANK ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS A STANDARD
 HA1430'DISK SET IN THE TOP OF A 12-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 HA1430'THE DISK IS STAMPED CHURCH 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2122 ***********************************************************************
 HZ2122  DESIGNATION -  CHURCH 1935 AZ MK RESET
 HZ2122  PID         -  HZ2122
 HZ2122  STATE/COUNTY-  KY/JEFFERSON
 HZ2122  USGS QUAD   -  ANCHORAGE (1987)
 HZ2122
 HZ2122                         *CURRENT SURVEY CONTROL
 HZ2122  ___________________________________________________________________
 HZ2122* NAD 83(1993)-  38 17 36.40107(N)    085 37 02.36632(W)     ADJUSTED  
 HZ2122* NAVD 88     -       185.9    (meters)     610.     (feet)  VERTCON   
 HZ2122  ___________________________________________________________________
 HZ2122  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 HZ2122  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HZ2122
 HZ2122  HORZ ORDER  -  SECOND
 HZ2122
 HZ2122.The horizontal coordinates were established by classical geodetic methods
 HZ2122.and adjusted by the National Geodetic Survey in December 1995..
 HZ2122
 HZ2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2122
 HZ2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2122
 HZ2122.The geoid height was determined by GEOID03.
 HZ2122
 HZ2122;                    North         East     Units Scale Factor Converg.
 HZ2122;SPC KY1Z     - 1,217,548.619 1,511,605.873   MT  0.99993137   +0 04 53.2
 HZ2122;SPC KY1Z     - 3,994,574.09  4,959,326.94   sFT  0.99993137   +0 04 53.2
 HZ2122;SPC KY N     -    88,957.528   380,393.079   MT  0.99996666   -0 51 02.0
 HZ2122;SPC KY N     -   291,854.82  1,248,006.29   sFT  0.99996666   -0 51 02.0
 HZ2122;SPC IN E     -   338,066.241   104,316.420   MT  0.99996690   +0 01 50.1
 HZ2122;SPC IN E     - 1,109,138.99    342,244.79   sFT  0.99996690   +0 01 50.1
 HZ2122;UTM  16      - 4,239,278.332   620,912.688   MT  0.99978005   +0 51 25.0
 HZ2122
 HZ2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2122!SPC KY1Z     -   0.99997606  x   0.99993137  =   0.99990743
 HZ2122!SPC KY N     -   0.99997606  x   0.99996666  =   0.99994272
 HZ2122!SPC IN E     -   0.99997606  x   0.99996690  =   0.99994296
 HZ2122!UTM  16      -   0.99997606  x   0.99978005  =   0.99975611
 HZ2122
 HZ2122                          SUPERSEDED SURVEY CONTROL
 HZ2122
 HZ2122  NAD 83(1986)-  38 17 36.40466(N)    085 37 02.37278(W) AD(       ) 2
 HZ2122  NAD 27      -  38 17 36.16000(N)    085 37 02.51500(W) AD(       ) 2
 HZ2122  NGVD 29 (07/19/86)  186.1    (m)          611.     (f) VERT ANG       
 HZ2122
 HZ2122.Superseded values are not recommended for survey control.
 HZ2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2122.See file dsdata.txt to determine how the superseded data were derived.
 HZ2122
 HZ2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2091339278(NAD 83)
 HZ2122_MARKER: DZ = AZIMUTH MARK DISK
 HZ2122_SETTING: 0 = UNSPECIFIED SETTING
 HZ2122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2122
 HZ2122  HISTORY     - Date     Condition        Report By
 HZ2122  HISTORY     - 1960     MONUMENTED       CGS
 HZ2122
 HZ2122                          STATION DESCRIPTION
 HZ2122
 HZ2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (EB)
 HZ2122'STATION IS ABOUT 8 MILES EAST-NORTHEAST OF LOUISVILLE ON PROPERTY OF
 HZ2122'JAMES MALONEY, 0.2 MILE NORTH-NORTHWEST OF CHURCH, 1935, 12
 HZ2122'FEET NORTH OF GRAVELED ROAD CENTERLINE AND 2 FEET SOUTH-SOUTHEAST OF
 HZ2122'A METAL WITNESS POST. THE MARK IS FLUSH WITH THE GROUND AND IS
 HZ2122'STAMPED CHURCH 1935 RESET 1947.
 HZ2122'
 HZ2122'TO REACH FROM THE POST OFFICE IN PROSPECT, GO SOUTHWEST ON U.S.
 HZ2122'HIGHWAY 42 FOR 5.7 MILES TO JUNCTION WITH STATE HIGHWAY 22
 HZ2122'AND INTERSTATE ROUTE 264 WATTERSON EXPRESSWAY. TURN LEFT ON STATE
 HZ2122'HIGHWAY 22 AND GO 1.4 MILES TO DRIVEWAY ON LEFT. TURN LEFT AND GO
 HZ2122'NORTHWEST AROUND HOUSE AND THROUGH FIELD FOR 0.2 MILE TO
 HZ2122'T-INTERSECTION WITH MAIN ROAD.  TURN RIGHT AND GO 0.05 MILE TO
 HZ2122'STATION ON LEFT.
 HZ2122'
 HZ2122'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2661 ***********************************************************************
 HZ2661  DESIGNATION -  CHURCH 2
 HZ2661  PID         -  HZ2661
 HZ2661  STATE/COUNTY-  KY/JEFFERSON
 HZ2661  USGS QUAD   -  ANCHORAGE (1987)
 HZ2661
 HZ2661                         *CURRENT SURVEY CONTROL
 HZ2661  ___________________________________________________________________
 HZ2661* NAD 83(1986)-  38 17 25.     (N)    085 36 58.     (W)     SCALED    
 HZ2661* NAVD 88     -       191.28   (meters)     627.6    (feet)  RESET     
 HZ2661  ___________________________________________________________________
 HZ2661  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HZ2661
 HZ2661  VERT ORDER  -  THIRD
 HZ2661
 HZ2661.The horizontal coordinates were scaled from a topographic map and have
 HZ2661.an estimated accuracy of +/- 6 seconds.
 HZ2661
 HZ2661.The orthometric height was computed from unverified reset data.
 HZ2661.No vertical observational check was made to the station.
 HZ2661
 HZ2661.The geoid height was determined by GEOID03.
 HZ2661
 HZ2661;                    North         East    Units  Estimated Accuracy
 HZ2661;SPC KY1Z     - 1,217,200.    1,511,710.      MT  (+/- 180 meters Scaled)
 HZ2661
 HZ2661                          SUPERSEDED SURVEY CONTROL
 HZ2661
 HZ2661  NGVD 29 (10/08/05)  191.44   (m)          628.1    (f) RESET       3  
 HZ2661
 HZ2661.Superseded values are not recommended for survey control.
 HZ2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2661.See file dsdata.txt to determine how the superseded data were derived.
 HZ2661
 HZ2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH210389(NAD 83)
 HZ2661_MARKER: DH = HORIZONTAL CONTROL DISK
 HZ2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2661_SP_SET: CONCRETE POST
 HZ2661_STAMPING: CHURCH 2 1986
 HZ2661_MARK LOGO: NGS   
 HZ2661_PROJECTION: RECESSED 10 CENTIMETERS
 HZ2661_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2661+STABILITY: SURFACE MOTION
 HZ2661
 HZ2661  HISTORY     - Date     Condition        Report By
 HZ2661  HISTORY     - 1986     MONUMENTED       NGS
 HZ2661  HISTORY     - 19860513 GOOD             NGS
 HZ2661
 HZ2661                          STATION DESCRIPTION
 HZ2661
 HZ2661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ2661'3.0 MILES (4.8 KM) SOUTHWEST ON STATE ROUTE 22 (BROWNSBORO ROAD) FROM
 HZ2661'THE JUNCTION WITH JEFFERSON FREEWAY TO THE MARK ON THE LEFT, SET IN
 HZ2661'THE LAWN ON THE CENTERLINE OF THE MEDIAL STRIP OF CHATTESWORTH LANE
 HZ2661'DIRECTLY IN FRONT OF A SIGN (OLD BROWNSBORO PLACE), 76.5 FEET
 HZ2661'(23.3 M) SOUTHEAST OF THE CENTERLINE OF ROUTE 22, 17.76 FEET
 HZ2661'(5.41 M) NORTHEAST OF THE WEST CORNER OF THE SOUTHWEST BRICK PILLAR
 HZ2661'AND 16.84 FEET (5.13 M) WEST NORTHWEST OF THE NORTH CORNER OF THE
 HZ2661'NORTHEAST BRICK PILLAR, SET IN THE TOP OF A CONCRETE POST RECESSED 10
 HZ2661'CM.
 HZ2661
 HZ2661                          STATION RECOVERY (1986)
 HZ2661
 HZ2661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (ERP)
 HZ2661'THE STATION IS LOCATED 13 KM (8.05 MI) ENE OF LOUISVILLE ALONG THE SE
 HZ2661'EDGE OF STATE ROUTE 22 (BROWNSBORO ROAD) AT THE JUNCTION WITH
 HZ2661'CHATTESWORTH LANE.  IT IS ON THE CENTERLINE AND RECESSED IN THE LAWN
 HZ2661'OF A LANDSCAPED MEDIAL STRIP DIRECTLY IN FRONT OF A BRICK AND STEEL
 HZ2661'SIGN OLD BRAWNSBORO PLACE.  TO REACH THE STATION FROM THE JUNCTION OF
 HZ2661'JEFFERSON FREEWAY (STATE ROUTE 841) AND STATE ROUTE 22 GO 4.8 KM (3.00
 HZ2661'MI) SW ON ROUTE 22 TO OLD BROWNSBORO PLACE ON THE LEFT AND THE STATION
 HZ2661'AS DESCRIBED. THE STATION IS A STANDARD NGS DISK STAMPED--CHURCH 2
 HZ2661'1986--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25
 HZ2661'CM) IN DIAMETER, RECESSED 4 INCHES (10 CM) BELOW THE GROUND.  THE
 HZ2661'STATION IS LOCATED 23.3 METERS (76.4 FT) SOUTHEAST FROM THE CENTERLINE
 HZ2661'OF STATE ROUTE 22 5.41 METERS (17.75 FT) NORTHEAST FROM THE WEST
 HZ2661'CORNER OF THE SW BRICK PILLAR 5.13 METERS (16.83 FT) WEST NORTHWEST
 HZ2661'FROM THE NORTH CORNER OF THE NE BRICK PILLAR 1.2 METERS (3.9 FT)
 HZ2661'SOUTHEAST FROM AN ASPHALT CURB. AZIMUTH MARK NO 1 IS A STANDARD NGS
 HZ2661'DISK STAMPED---CHURCH 2 1986---, SET IN THE MIDDLE OF A CULVERT
 HZ2661'HEADWALL.  THE STATION IS LOCATED 12.1 METERS (39.7 FT) SOUTHEAST FROM
 HZ2661'THE CENTERLINE OF BROWNSBORO ROAD, 10.1 METERS (33.1 FT) NORTHEAST
 HZ2661'FROM THE CENTERLINE OF THE ENTRANCE ROAD, 8.3 METERS (27.2 FT)
 HZ2661'NORTHWEST FROM A BRICK WALL.  TO REACH THE AZIMUTH MARK FROM THE
 HZ2661'STATION GO 0.3 KM (0.20 MI) SW ON STATE ROUTE 22 TO THE MARK ON THE
 HZ2661'LEFT AT THE ENTRANCE ROAD TO LANCASTER MANOR (STREET NAME UNKNOWN) IN
 HZ2661'THE 6900 BLOCK OF BROWNSBORO ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3266 ***********************************************************************
 GY3266  DESIGNATION -  CIND
 GY3266  PID         -  GY3266
 GY3266  STATE/COUNTY-  KY/PERRY
 GY3266  USGS QUAD   -  NOBLE (1976)
 GY3266
 GY3266                         *CURRENT SURVEY CONTROL
 GY3266  ___________________________________________________________________
 GY3266* NAD 83(1993)-  37 24 38.43698(N)    083 14 53.90857(W)     ADJUSTED  
 GY3266* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 GY3266  ___________________________________________________________________
 GY3266  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 GY3266  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GY3266
 GY3266  HORZ ORDER  -  SECOND
 GY3266
 GY3266.The horizontal coordinates were established by classical geodetic methods
 GY3266.and adjusted by the National Geodetic Survey in December 1995..
 GY3266
 GY3266.The orthometric height was scaled from a topographic map.
 GY3266
 GY3266.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3266
 GY3266.The geoid height was determined by GEOID03.
 GY3266
 GY3266;                    North         East     Units Scale Factor Converg.
 GY3266;SPC KY1Z     - 1,122,535.280 1,721,436.165   MT  0.99993777   +1 32 09.4
 GY3266;SPC KY1Z     - 3,682,851.16  5,647,745.15   sFT  0.99993777   +1 32 09.4
 GY3266;SPC KY S     -   622,489.560   721,438.695   MT  0.99994629   +1 31 01.9
 GY3266;SPC KY S     - 2,042,284.50  2,366,920.12   sFT  0.99994629   +1 31 01.9
 GY3266;UTM  17      - 4,142,804.140   301,021.915   MT  1.00008772   -1 21 58.9
 GY3266
 GY3266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3266!SPC KY1Z     -   0.99993138  x   0.99993777  =   0.99986916
 GY3266!SPC KY S     -   0.99993138  x   0.99994629  =   0.99987768
 GY3266!UTM  17      -   0.99993138  x   1.00008772  =   1.00001910
 GY3266
 GY3266|---------------------------------------------------------------------|
 GY3266| PID    Reference Object                     Distance      Geod. Az  |
 GY3266|                                                           dddmmss.s |
 GY3266| DB9017 CIND RM 1                            27.950 METERS 20926     |
 GY3266| DB9018 CIND RM 2                            15.165 METERS 27700     |
 GY3266|---------------------------------------------------------------------|
 GY3266
 GY3266                          SUPERSEDED SURVEY CONTROL
 GY3266
 GY3266  NAD 83(1993)-  37 24 38.44460(N)    083 14 53.91431(W) AD(       ) 2
 GY3266  NAD 83(1986)-  37 24 38.44433(N)    083 14 53.91431(W) AD(       ) 2
 GY3266  NAD 27      -  37 24 38.11000(N)    083 14 54.28200(W) AD(       ) 2
 GY3266
 GY3266.Superseded values are not recommended for survey control.
 GY3266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3266.See file dsdata.txt to determine how the superseded data were derived.
 GY3266
 GY3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB0102242804(NAD 83)
 GY3266_MARKER: DS = TRIANGULATION STATION DISK
 GY3266_SETTING: 80 = SET IN A BOULDER
 GY3266_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GY3266
 GY3266  HISTORY     - Date     Condition        Report By
 GY3266  HISTORY     - 1950     MONUMENTED       CGS
 GY3266  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 GY3266
 GY3266                          STATION DESCRIPTION
 GY3266
 GY3266'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3266'STATION IS LOCATED ABOUT 11 MILES NORTH OF HAZARD ON TOP OF A LONG
 GY3266'RIDGE NEAR THE BREATHITT-PERRY COUNTY LINE.  IT IS 8 FEET NORTHWEST
 GY3266'OF A LARGE OAK TREE AND WHITE WITNESS POST IN A FENCE CORNER.  THE
 GY3266'MARK IS ABOUT 6 INCHES UNDERGROUND AND THE DISK IS STAMPED CIND
 GY3266'1950.
 GY3266'
 GY3266'REFERENCE MARK NO. 1 IS SET FLUSH IN A LARGE BOULDER WHICH PROJECTS
 GY3266'ABOUT 6 FEET AND IS STAMPED CIND NO. 1 1950.
 GY3266'
 GY3266'REFERENCE MARK NO. 2 IS SET FLUSH IN A BOULDER WHICH PROJECTS ABOUT 6
 GY3266'INCHES AND IS STAMPED CIND NO. 2 1950.
 GY3266'
 GY3266'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3266'
 GY3266'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 80 AND 15, WHICH
 GY3266'IS ABOUT 3 MILES NORTH OF HAZARD, GO NORTH ON HIGHWAY 15 FOR
 GY3266'5.65 MILES TO THE JUNCTION OF SAME HIGHWAYS IN THE SMALL VILLAGE OF
 GY3266'DWARF, TURN LEFT ON HIGHWAY 15 AND GO NORTHWEST FOR 11.0 MILES TO
 GY3266'THE SMALL VILLAGE OF ROWDY AND DIRT ROAD LEFT, TURN LEFT ON DIRT ROAD
 GY3266'AND GO WEST FOR 0.15 MILE TO A ROAD FORK, TURN LEFT, UPHILL AND
 GY3266'GO 0.45 MILE TO ANOTHER ROAD FORK, TURN RIGHT, UPHILL AND GO 1.9
 GY3266'MILES TO ANOTHER FORK IN ROAD, TURN LEFT, DOWN INTO CREEK BED AND
 GY3266'FOLLOW CREEK BED FOR 0.4 MILE TO A SCHOOL HOUSE ON LEFT, AND END OF
 GY3266'TRUCK TRAVEL.  FROM SCHOOLHOUSE CROSS CREEK AND PACK UP SIDE OF RIDGE
 GY3266'FOR ABOUT 200 FEET TO A TRAIL, FOLLOW TRAIL ALONG SIDE OF HILL THEN
 GY3266'UP HILL TO TOP OF RIDGE, TURN LEFT ON TOP OF RIDGE AND FOLLOW DIM
 GY3266'TRAIL TO HIGHEST POINT AND STATION AS DESCRIBED.  (THIS IS ABOUT
 GY3266'1-1/4 MILES - 40 MINUTE PACK.)
 GY3266'
 GY3266'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 GY3266
 GY3266                          STATION RECOVERY (1980)
 GY3266
 GY3266'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (BQ)
 GY3266'CIND 1950 FOUND DESTROYED.
 GY3266'
 GY3266'RM NO 1 FOUND DESTROYED.
 GY3266'
 GY3266'RM NO. 2 FOUND DESTROYED.
 GY3266'
 GY3266'HILL TOP WHERE MONUMENT WAS SET HAS BEEN STRIPPED FOR COAL MINING AND
 GY3266'IS BEING RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1541 ***********************************************************************
 HZ1541  DESIGNATION -  CITY BM 176
 HZ1541  PID         -  HZ1541
 HZ1541  STATE/COUNTY-  KY/JEFFERSON
 HZ1541  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1541
 HZ1541                         *CURRENT SURVEY CONTROL
 HZ1541  ___________________________________________________________________
 HZ1541* NAD 83(1986)-  38 16 33.     (N)    085 41 35.     (W)     SCALED    
 HZ1541* NAVD 88     -       132.521  (meters)     434.78   (feet)  ADJUSTED  
 HZ1541  ___________________________________________________________________
 HZ1541  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HZ1541  DYNAMIC HT  -         132.432 (meters)     434.49  (feet)  COMP
 HZ1541  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 HZ1541
 HZ1541  VERT ORDER  -  SECOND    CLASS 0
 HZ1541
 HZ1541.The horizontal coordinates were scaled from a topographic map and have
 HZ1541.an estimated accuracy of +/- 6 seconds.
 HZ1541
 HZ1541.The orthometric height was determined by differential leveling
 HZ1541.and adjusted by the National Geodetic Survey in June 1991..
 HZ1541
 HZ1541.The geoid height was determined by GEOID03.
 HZ1541
 HZ1541.The dynamic height is computed by dividing the NAVD 88
 HZ1541.geopotential number by the normal gravity value computed on the
 HZ1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1541.degrees latitude (g = 980.6199 gals.).
 HZ1541
 HZ1541.The modeled gravity was interpolated from observed gravity values.
 HZ1541
 HZ1541;                    North         East    Units  Estimated Accuracy
 HZ1541;SPC KY1Z     - 1,215,590.    1,504,980.      MT  (+/- 180 meters Scaled)
 HZ1541
 HZ1541                          SUPERSEDED SURVEY CONTROL
 HZ1541
 HZ1541  NGVD 29 (??/??/92)  132.672  (m)          435.27   (f) ADJ UNCH    2 0
 HZ1541
 HZ1541.Superseded values are not recommended for survey control.
 HZ1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1541.See file dsdata.txt to determine how the superseded data were derived.
 HZ1541
 HZ1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH143372(NAD 83)
 HZ1541_MARKER: DD = SURVEY DISK
 HZ1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1541_STAMPING: 176-1927
 HZ1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1541+STABILITY: SURFACE MOTION
 HZ1541
 HZ1541  HISTORY     - Date     Condition        Report By
 HZ1541  HISTORY     - 1927     MONUMENTED       KY2090
 HZ1541  HISTORY     - 1960     GOOD             PAS
 HZ1541  HISTORY     - 1981     GOOD             KYDT
 HZ1541
 HZ1541                          STATION DESCRIPTION
 HZ1541
 HZ1541'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1541'3.6 MI NE FROM LOUISVILLE.
 HZ1541'ABOUT 3.4 MILES NORTHEAST ALONG RIVER ROAD FROM THE MUNICIPAL BRIDGE
 HZ1541'OVER OHIO RIVER AND RIVER ROAD AT LOUISVILLE, THENCE ABOUT 0.25 MILE
 HZ1541'SOUTHEAST ALONG MOCKINGBIRD VALLEY ROAD, AT THE INTERSECTION OF
 HZ1541'MOCKINGBIRD VALLEY ROAD  AND MELLWOOD AVENUE, 60 FEET SOUTHEAST OF
 HZ1541'INTERSECTION, 21 FEET NORTHWEST OF AN 18-INCH HACKBERRY TREE, 20
 HZ1541'FEET SOUTH OF INTERSECTION OF MOCKINGBIRD VALLEY ROAD AND PRIVATE
 HZ1541'ROAD NORTHEAST.  A CITY SURVEY DISK SET IN TOP OF A CONCRETE
 HZ1541'CYLINDER FLUSH WITH GROUND AND STAMPED I76 - 1927.
 HZ1541
 HZ1541                          STATION RECOVERY (1981)
 HZ1541
 HZ1541'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2389 ***********************************************************************
 HY2389  DESIGNATION -  CLACK
 HY2389  PID         -  HY2389
 HY2389  STATE/COUNTY-  KY/ROWAN
 HY2389  USGS QUAD   -  MOREHEAD (1978)
 HY2389
 HY2389                         *CURRENT SURVEY CONTROL
 HY2389  ___________________________________________________________________
 HY2389* NAD 83(1993)-  38 07 51.60848(N)    083 23 08.21006(W)     ADJUSTED  
 HY2389* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 HY2389  ___________________________________________________________________
 HY2389  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 HY2389  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HY2389
 HY2389  HORZ ORDER  -  SECOND
 HY2389
 HY2389.The horizontal coordinates were established by classical geodetic methods
 HY2389.and adjusted by the National Geodetic Survey in December 1995..
 HY2389
 HY2389.The orthometric height was scaled from a topographic map.
 HY2389
 HY2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2389
 HY2389.The geoid height was determined by GEOID03.
 HY2389
 HY2389;                    North         East     Units Scale Factor Converg.
 HY2389;SPC KY1Z     - 1,202,136.283 1,707,260.039   MT  0.99991478   +1 27 05.9
 HY2389;SPC KY1Z     - 3,944,008.79  5,601,235.64   sFT  0.99991478   +1 27 05.9
 HY2389;SPC KY N     -    70,394.637   575,783.214   MT  0.99997920   +0 32 15.7
 HY2389;SPC KY N     -   230,953.07  1,889,048.76   sFT  0.99997920   +0 32 15.7
 HY2389;UTM  17      - 4,223,038.828   290,908.124   MT  1.00013847   -1 28 24.8
 HY2389
 HY2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2389!SPC KY1Z     -   0.99994204  x   0.99991478  =   0.99985682
 HY2389!SPC KY N     -   0.99994204  x   0.99997920  =   0.99992124
 HY2389!UTM  17      -   0.99994204  x   1.00013847  =   1.00008050
 HY2389
 HY2389|---------------------------------------------------------------------|
 HY2389| PID    Reference Object                     Distance      Geod. Az  |
 HY2389|                                                           dddmmss.s |
 HY2389| DB9020 CLACK RM 1                           34.305 METERS 09454     |
 HY2389| DB9021 CLACK RM 2                           29.209 METERS 17340     |
 HY2389| DB9019 CLACK AZ MK                                        2453636.3 |
 HY2389|---------------------------------------------------------------------|
 HY2389
 HY2389                          SUPERSEDED SURVEY CONTROL
 HY2389
 HY2389  NAD 83(1986)-  38 07 51.61467(N)    083 23 08.21583(W) AD(       ) 2
 HY2389  NAD 27      -  38 07 51.31900(N)    083 23 08.56100(W) AD(       ) 2
 HY2389
 HY2389.Superseded values are not recommended for survey control.
 HY2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2389.See file dsdata.txt to determine how the superseded data were derived.
 HY2389
 HY2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC9090823039(NAD 83)
 HY2389_MARKER: DS = TRIANGULATION STATION DISK
 HY2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2389
 HY2389  HISTORY     - Date     Condition        Report By
 HY2389  HISTORY     - 1949     MONUMENTED       CGS
 HY2389
 HY2389                          STATION DESCRIPTION
 HY2389
 HY2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2389'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF MOREHEAD ON THE
 HY2389'PROPERTY OF THE CUMBERLAND NATIONAL FOREST.  IT IS 41 FEET NORTH OF
 HY2389'CENTER OF A DIRT ROAD, 16 FEET NORTH OF AN OAK TREE WHICH HAS 2
 HY2389'TRIANGLE BLAZES ON THE EAST SIDE AND 8 FEET EAST OF A WHITE WITNESS
 HY2389'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 HY2389'CLACK 1949.
 HY2389'
 HY2389'REFERENCE MARK NO.1 IS 14 FEET SOUTH OF CENTER OF DIRT ROAD.  THE
 HY2389'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED CLACK NO 1 1949.
 HY2389'
 HY2389'REFERENCE MARK NO.2 IS 27 FEET EAST OF CENTER OF DIRT ROAD.  THE MARK
 HY2389'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED CLACK NO 2 1949.
 HY2389'
 HY2389'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHWEST OF STATION, 200 FEET
 HY2389'NORTHWEST OF A SMALL FARM HOUSE, 200 FEET NORTH OF CENTER OF DIRT
 HY2389'ROAD, 34 FEET NORTH OF A WHITE WITNESS POST AND 21 FEET NORTHWEST OF
 HY2389'A SMALL CEDAR TREE.  THE DISK IS SET FLUSH IN THE EAST EDGE OF LARGE
 HY2389'OUTCROPPING BEDROCK AND IS STAMPED CLARK 1949.
 HY2389'
 HY2389'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2389'HIGHWAY 32, WHICH IS IN THE WEST SECTION OF MOREHEAD, GO SOUTH ON
 HY2389'HIGHWAY 60 FOR 0.5 MILE TO THE JUNCTION OF A T ROAD LEFT, TURN LEFT
 HY2389'AND GO SOUTH AND EAST FOR 0.8 MILE TO A ROAD FORK, TURN RIGHT
 HY2389'CROSSING CONCRETE BRIDGE, AND GO 0.3 MILE SOUTHEAST TO A SHARP TURN
 HY2389'LEFT, TURN LEFT CROSSING RAILROAD THEN TURN SHARP RIGHT AND GO 2.6
 HY2389'MILES SOUTH TO A T ROAD LEFT, TURN LEFT AND GO 2.2 MILES TO A SMALL
 HY2389'HOUSE ON LEFT AND AZIMUTH MARK AS DESCRIBED, CONTINUE AHEAD FOR 0.6
 HY2389'MILE TO STATION ON LEFT OR NORTH OF ROAD AS DESCRIBED.
 HY2389'
 HY2389'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1696 ***********************************************************************
 HA1696  DESIGNATION -  CLARK
 HA1696  PID         -  HA1696
 HA1696  STATE/COUNTY-  KY/WEBSTER
 HA1696  USGS QUAD   -  DIXON (1969)
 HA1696
 HA1696                         *CURRENT SURVEY CONTROL
 HA1696  ___________________________________________________________________
 HA1696* NAD 83(1993)-  37 33 43.27893(N)    087 41 31.22647(W)     ADJUSTED  
 HA1696* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 HA1696  ___________________________________________________________________
 HA1696  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 HA1696  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 HA1696
 HA1696  HORZ ORDER  -  SECOND
 HA1696
 HA1696.The horizontal coordinates were established by classical geodetic methods
 HA1696.and adjusted by the National Geodetic Survey in December 1995..
 HA1696
 HA1696.The orthometric height was scaled from a topographic map.
 HA1696
 HA1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1696
 HA1696.The geoid height was determined by GEOID03.
 HA1696
 HA1696;                    North         East     Units Scale Factor Converg.
 HA1696;SPC KY1Z     - 1,138,148.223 1,328,445.396   MT  0.99991991   -1 11 32.3
 HA1696;SPC KY1Z     - 3,734,074.63  4,358,407.94   sFT  0.99991991   -1 11 32.3
 HA1696;SPC KY S     -   638,117.336   328,439.370   MT  0.99995328   -1 10 39.9
 HA1696;SPC KY S     - 2,093,556.63  1,077,554.83   sFT  0.99995328   -1 10 39.9
 HA1696;UTM  16      - 4,157,447.256   438,883.661   MT  0.99964601   -0 25 18.7
 HA1696
 HA1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1696!SPC KY1Z     -   0.99997555  x   0.99991991  =   0.99989547
 HA1696!SPC KY S     -   0.99997555  x   0.99995328  =   0.99992884
 HA1696!UTM  16      -   0.99997555  x   0.99964601  =   0.99962157
 HA1696
 HA1696|---------------------------------------------------------------------|
 HA1696| PID    Reference Object                     Distance      Geod. Az  |
 HA1696|                                                           dddmmss.s |
 HA1696| CG8316 CLARK RM 1                           17.184 METERS 03934     |
 HA1696| CG8317 CLARK RM 2                           16.728 METERS 11649     |
 HA1696| CG8315 CLARK AZ MK                                        1601245.8 |
 HA1696|---------------------------------------------------------------------|
 HA1696
 HA1696                          SUPERSEDED SURVEY CONTROL
 HA1696
 HA1696  NAD 83(1986)-  37 33 43.28688(N)    087 41 31.23013(W) AD(       ) 2
 HA1696  NAD 27      -  37 33 43.13230(N)    087 41 31.19618(W) AD(       ) 2
 HA1696
 HA1696.Superseded values are not recommended for survey control.
 HA1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1696.See file dsdata.txt to determine how the superseded data were derived.
 HA1696
 HA1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3888457447(NAD 83)
 HA1696_MARKER: DS = TRIANGULATION STATION DISK
 HA1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1696_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1696
 HA1696  HISTORY     - Date     Condition        Report By
 HA1696  HISTORY     - 1962     MONUMENTED       CGS
 HA1696
 HA1696                          STATION DESCRIPTION
 HA1696
 HA1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1696'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF DIXON, ABOUT 8-1/2
 HA1696'MILES WEST-SOUTHWEST OF SEBREE AND ON PROPERTY OWNED BY MR. JAMES
 HA1696'H. CLARK. IT IS 85 FEET NORTHWEST OF THE INTERSECTION OF DRIVEWAY AND
 HA1696'U.S. HIGHWAY 41A, 71 FEET WEST OF THE CENTERLINE OF HIGHWAY 41A,
 HA1696'55 FEET NORTHWEST OF THE POWER POLE WITH TRANSFORMER AND WITNESS POST
 HA1696'AND 28 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE. THE
 HA1696'MONUMENT IS FLUSH AND THE DISK IS STAMPED CLARK 1962.
 HA1696'
 HA1696'TO REACH FROM THE COURTHOUSE IN DIXON, GO NORTHERLY ON U.S. HIGHWAY
 HA1696'41A FOR 2.75 MILES TO THE AZIMUTH MARK ON THE RIGHT CONTINUE NORTH
 HA1696'ON HIGHWAY 41A FOR 0.35 MILE TO DRIVEWAY LEFT. TURN LEFT AND GO
 HA1696'NORTHWEST ON THE DRIVEWAY FOR 85 FEET TO MR. CLARKS HOUSE ON THE
 HA1696'LEFT AND THE STATION ON THE RIGHT.
 HA1696'
 HA1696'REFERENCE MARK 1 IS 69 FEET NORTH OF THE POWER POLE WITH TRANSFORMER
 HA1696'AND THE WITNESS POST AND 24 FEET WEST OF THE CENTERLINE OF
 HA1696'HIGHWAY 41A. THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HA1696'CLARK NO. 1 1962.
 HA1696'
 HA1696'REFERENCE MARK 2 IS 56 FEET EAST OF THE SOUTHEAST CORNER OF THE
 HA1696'HOUSE, 31 FEET WEST OF THE CENTERLINE HIGHWAY 41A, 18 FEET NORTH
 HA1696'OF THE CENTERLINE OF THE GRAVELED DRIVEWAY AND 0.5 FOOT NORTH OF THE
 HA1696'POWERPOLE WITH TRANSFORMER AND THE WITNESS POST. THE MONUMENT
 HA1696'PROJECTS 4 INCHES AND THE DISK IS STAMPED CLARK NO. 2 1962.
 HA1696'
 HA1696'THE AZIMUTH MARK IS 26 FEET EAST OF THE CENTERLINE OF HIGHWAY 41A, 1
 HA1696'FOOT WEST OF A FENCE CORNER AND 1 FOOT NORTHWEST OF A WITNESS
 HA1696'POST. THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED CLARK
 HA1696'1962.
 HA1696'
 HA1696'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3390 ***********************************************************************
 GY3390  CBN         -  This is a Cooperative Base Network Control Station.
 GY3390  DESIGNATION -  CLARK
 GY3390  PID         -  GY3390
 GY3390  STATE/COUNTY-  KY/MARTIN
 GY3390  USGS QUAD   -  MILO (1992)
 GY3390
 GY3390                         *CURRENT SURVEY CONTROL
 GY3390  ___________________________________________________________________
 GY3390* NAD 83(1993)-  37 54 21.01499(N)    082 34 25.06916(W)     ADJUSTED  
 GY3390* NAVD 88     -       246.9    (meters)     810.     (feet)  GPS OBS   
 GY3390  ___________________________________________________________________
 GY3390  X           -     651,304.179 (meters)                     COMP
 GY3390  Y           -  -4,996,757.959 (meters)                     COMP
 GY3390  Z           -   3,897,334.445 (meters)                     COMP
 GY3390  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 GY3390  ELLIP HEIGHT-         214.45  (meters)          (11/03/04) GPS OBS
 GY3390  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 GY3390
 GY3390  HORZ ORDER  -  B
 GY3390  ELLP ORDER  -  THIRD     CLASS I
 GY3390
 GY3390.The horizontal coordinates were established by GPS observations
 GY3390.and adjusted by the National Geodetic Survey in September 1994..
 GY3390
 GY3390.The orthometric height was determined by GPS observations and a
 GY3390.high-resolution geoid model.
 GY3390
 GY3390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GY3390
 GY3390.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3390
 GY3390.The ellipsoidal height was determined by GPS observations
 GY3390.and is referenced to NAD 83.
 GY3390
 GY3390.The geoid height was determined by GEOID03.
 GY3390
 GY3390;                    North         East     Units Scale Factor Converg.
 GY3390;SPC KY1Z     - 1,179,273.374 1,779,264.270   MT  0.99990507   +1 57 00.6
 GY3390;SPC KY1Z     - 3,868,999.39  5,837,469.53   sFT  0.99990507   +1 57 00.6
 GY3390;SPC KY S     -   679,208.965   779,290.722   MT  0.99999510   +1 55 34.9
 GY3390;SPC KY S     - 2,228,371.41  2,556,722.98   sFT  0.99999510   +1 55 34.9
 GY3390;SPC KY N     -    46,388.226   647,421.043   MT  1.00000976   +1 02 34.1
 GY3390;SPC KY N     -   152,192.04  2,124,080.54   sFT  1.00000976   +1 02 34.1
 GY3390;UTM  17      - 4,196,534.900   361,658.684   MT  0.99983572   -0 58 01.0
 GY3390
 GY3390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3390!SPC KY1Z     -   0.99996635  x   0.99990507  =   0.99987142
 GY3390!SPC KY S     -   0.99996635  x   0.99999510  =   0.99996145
 GY3390!SPC KY N     -   0.99996635  x   1.00000976  =   0.99997611
 GY3390!UTM  17      -   0.99996635  x   0.99983572  =   0.99980208
 GY3390
 GY3390                          SUPERSEDED SURVEY CONTROL
 GY3390
 GY3390  ELLIP H (09/07/94)  214.43   (m)                       GP(       ) 4 1
 GY3390
 GY3390.Superseded values are not recommended for survey control.
 GY3390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3390.See file dsdata.txt to determine how the superseded data were derived.
 GY3390
 GY3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB6165996535(NAD 83)
 GY3390_MARKER: DH = HORIZONTAL CONTROL DISK
 GY3390_SETTING: 66 = SET IN ROCK OUTCROP
 GY3390_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 GY3390_STAMPING: CLARK 1993
 GY3390_MARK LOGO: NGS   
 GY3390_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY3390+STABILITY: POSITION/ELEVATION WELL
 GY3390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY3390+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2002
 GY3390
 GY3390  HISTORY     - Date     Condition        Report By
 GY3390  HISTORY     - 1993     MONUMENTED       NGS
 GY3390  HISTORY     - 20010926 GOOD             KYDT
 GY3390  HISTORY     - 20021117 GOOD             WOOLPT
 GY3390
 GY3390                          STATION DESCRIPTION
 GY3390
 GY3390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GY3390'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF ULYSSES,
 GY3390'5.0 MI (8.0 KM) WEST OF THE KENTUCKY/WEST VIRGINIA STATE LINE, 3.0 MI
 GY3390'(4.8 KM) NORTHWEST OF INEZ.  OWNERSHIP--HIGHWAY RIGHT OF WAY.
 GY3390'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 GY3390'HIGHWAY 645 JUST NORTH OF ULYSSES, GO SOUTHEAST ON STATE HIGHWAY 645
 GY3390'FOR 1.6 MI (2.6 KM) TO STATE ROUTE 581, CONTINUE AHEAD ON HIGHWAY 645
 GY3390'FOR 3.6 MI (5.8 KM) TO THE LAWRENCE/MARTIN COUNTY LINE, CONTINUE
 GY3390'AHEAD SOUTHERLY ON HIGHWAY 645 FOR 1.0 MI (1.6 KM) TO STATE ROUTE
 GY3390'1884, CONTINUE AHEAD SOUTHERLY ON STATE ROUTE 645 FOR 0.7 MI
 GY3390'(1.1 KM) TO THE STATION ON THE LEFT.
 GY3390'THE STATION IS IN A ROCK LEDGE ABOUT 1.5 M (4.9 FT) ABOVE THE LEVEL OF
 GY3390'THE HIGHWAY.  LOCATED 19.3 M (63.3 FT) NORTHEAST FROM THE CENTERLINE
 GY3390'OF HIGHWAY 645, 4.0 M (13.1 FT) SOUTHWEST FROM A ROCK LEDGE AND 3.0 M
 GY3390'(9.8 FT) NORTHEAST FROM THE EDGE OF BLUFF.
 GY3390
 GY3390                          STATION RECOVERY (2001)
 GY3390
 GY3390'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001
 GY3390'RECOVERED IN GOOD CONDITION.
 GY3390
 GY3390                          STATION RECOVERY (2002)
 GY3390
 GY3390'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GY3390'RECOVERED AS DESCRIBED WITH THESE ADDITIONS...
 GY3390' 
 GY3390'ADDING TO TO-REACH DESCRIPTION, 'THE STATION ON THE LEFT', LOCATED AT
 GY3390'THE TOP OF A HILL,  JUST AROUND A BEND IN THE ROAD.
 GY3390' 
 GY3390'STATION IS 19.0 M (62.4 FT) S FROM POWER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1539 ***********************************************************************
 HA1539  DESIGNATION -  CLARK RESET
 HA1539  PID         -  HA1539
 HA1539  STATE/COUNTY-  KY/DAVIESS
 HA1539  USGS QUAD   -  CURDSVILLE (1983)
 HA1539
 HA1539                         *CURRENT SURVEY CONTROL
 HA1539  ___________________________________________________________________
 HA1539* NAD 83(1993)-  37 41 59.63505(N)    087 15 07.64852(W)     ADJUSTED  
 HA1539* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 HA1539  ___________________________________________________________________
 HA1539  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 HA1539  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HA1539
 HA1539  HORZ ORDER  -  FIRST
 HA1539
 HA1539.The horizontal coordinates were established by classical geodetic methods
 HA1539.and adjusted by the National Geodetic Survey in December 1995..
 HA1539
 HA1539.The orthometric height was scaled from a topographic map.
 HA1539
 HA1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1539
 HA1539.The geoid height was determined by GEOID03.
 HA1539
 HA1539;                    North         East     Units Scale Factor Converg.
 HA1539;SPC KY1Z     - 1,152,730.724 1,367,546.552   MT  0.99990967   -0 55 20.1
 HA1539;SPC KY1Z     - 3,781,917.38  4,486,692.31   sFT  0.99990967   -0 55 20.1
 HA1539;SPC KY S     -   652,709.303   367,538.987   MT  0.99996572   -0 54 39.5
 HA1539;SPC KY S     - 2,141,430.44  1,205,834.16   sFT  0.99996572   -0 54 39.5
 HA1539;UTM  16      - 4,172,548.904   477,774.215   MT  0.99960608   -0 09 15.1
 HA1539
 HA1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1539!SPC KY1Z     -   0.99997877  x   0.99990967  =   0.99988844
 HA1539!SPC KY S     -   0.99997877  x   0.99996572  =   0.99994449
 HA1539!UTM  16      -   0.99997877  x   0.99960608  =   0.99958486
 HA1539
 HA1539:                Primary Azimuth Mark                     Grid Az
 HA1539:SPC KY1Z     -  CLARK AZ MK                              033 01 39.9
 HA1539:SPC KY S     -  CLARK AZ MK                              033 00 59.3
 HA1539:UTM  16      -  CLARK AZ MK                              032 15 34.9
 HA1539
 HA1539|---------------------------------------------------------------------|
 HA1539| PID    Reference Object                     Distance      Geod. Az  |
 HA1539|                                                           dddmmss.s |
 HA1539| CG8311 CLARK AZ MK                                        0320619.8 |
 HA1539| HA1526 OWENSBORO RADIO STA WVJS MAST       APPROX.11.7 KM 0443207.5 |
 HA1539| HA1525 OWENSBORO MUNICIPAL TANK            APPROX.12.8 KM 0515602.5 |
 HA1539| CG8312 CLARK RM 1                           21.944 METERS 11622     |
 HA1539| CG8313 CLARK RM 2                           21.980 METERS 19050     |
 HA1539| CG8314 CLARK RM 3                            8.703 METERS 26907     |
 HA1539| HA1549 PHILLIPS                            APPROX.11.3 KM 3022919.3 |
 HA1539|---------------------------------------------------------------------|
 HA1539
 HA1539                          SUPERSEDED SURVEY CONTROL
 HA1539
 HA1539  NAD 83(1986)-  37 41 59.64438(N)    087 15 07.65190(W) AD(       ) 1
 HA1539  NAD 27      -  37 41 59.47600(N)    087 15 07.65400(W) AD(       ) 1
 HA1539
 HA1539.Superseded values are not recommended for survey control.
 HA1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1539.See file dsdata.txt to determine how the superseded data were derived.
 HA1539
 HA1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG7777472549(NAD 83)
 HA1539_MARKER: DS = TRIANGULATION STATION DISK
 HA1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA1539+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2005
 HA1539
 HA1539  HISTORY     - Date     Condition        Report By
 HA1539  HISTORY     - 1976     MONUMENTED       NGS
 HA1539  HISTORY     - 20050224 GOOD             INDIV
 HA1539
 HA1539                          STATION DESCRIPTION
 HA1539
 HA1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HA1539'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 HA1539'CONDITION AFTER A LONG SEARCH.  REFERENCE MARK 1 WAS FOUND DESTROYED.
 HA1539'THE AZIMUTH MARK WAS FOUND TO HAVE BEEN HIT BY MACHINERY AND THE DISK
 HA1539'GONE.  A NEW SURFACE STATION MARK AND REFERENCE MARK 3 WERE SET.  ALL
 HA1539'AZIMUTH OBJECTS ARE NOW OBSTRUCTED BY TREES AND THERE WAS NO SITE
 HA1539'AVAILABLE TO SET A NEW AZIMUTH MARK.  THE DISTANCE TO REFERENCE MARK
 HA1539'2 CHECKED.
 HA1539'
 HA1539'THE STATION IS LOCATED ON THE HIGHEST POINT OF A RIDGE, 15 FEET EAST
 HA1539'OF THE CENTERLINE OF A WOODS ROAD, 1 FOOT NORTHWEST OF A METAL
 HA1539'WITNESS POST, 26 FEET SOUTH OF A 12 INCH OAK TREE AND 24 FEET EAST
 HA1539'OF A 10 INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 HA1539'IS STAMPED---CLARK 1950 1976---.
 HA1539'
 HA1539'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 BYPASS AND
 HA1539'STATE HIGHWAY 56 AT THE WEST EDGE OF OWENSBORO, GO WEST ON HIGHWAY
 HA1539'56 FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 18.  CONTINUE WEST
 HA1539'ON HIGHWAY 56 FOR 2.05 MILES TO THE JUNCTION OF STATE HIGHWAY 279.
 HA1539'TURN LEFT AND GO SOUTH ON HIGHWAY 279 FOR 3.35 MILES TO A ROAD RIGHT.
 HA1539'TURN RIGHT AND GO WESTERLY ON ALVEY BRIDGE ROAD FOR 1.35 MILES TO A
 HA1539'ROAD FORK.  TAKE THE LEFT FORK AND GO SOUTH ON HAYDEN BRIDGE ROAD FOR
 HA1539'0.85 MILE TO A CROSSROAD AND A CHURCH ON THE LEFT.  CONTINUE SOUTH
 HA1539'FOR 0.15 MILE TO A WOODS ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON
 HA1539'THE WOODS ROAD FOR 0.25 MILE TO TOP OF RIDGE AND THE STATION.
 HA1539'
 HA1539'REFERENCE MARK 2 IS 1 FOOT NORTH OF A METAL WITNESS POST, 20 FEET
 HA1539'NORTHEAST OF A TWIN TRUNK 10-INCH OAK TREE AND 15 FEET WEST OF THE
 HA1539'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 HA1539'IS STAMPED---CLARK NO 2 1950---.
 HA1539'
 HA1539'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 HA1539'---CLARK 1950 NO 3 1976---PROJECTING 4 INCHES, 1 FOOT SOUTH OF A
 HA1539'METAL WITNESS POST, 14 FEET WEST OF THE CENTERLINE OF THE ROAD AND 9
 HA1539'FEET NORTHEAST OF A 10 INCH OAK TREE.
 HA1539'
 HA1539'NOTE--REFERENCE MARK 3 HAS 3 BUILT IN MAGNETS.
 HA1539'
 HA1539'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 HA1539'
 HA1539'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 9 MILES
 HA1539'SOUTHWEST OF OWENSBORO.
 HA1539
 HA1539                          STATION RECOVERY (2005)
 HA1539
 HA1539'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TAT)
 HA1539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1361 ***********************************************************************
 HA1361  DESIGNATION -  CLARKSON
 HA1361  PID         -  HA1361
 HA1361  STATE/COUNTY-  KY/GRAYSON
 HA1361  USGS QUAD   -  CLARKSON (1967)
 HA1361
 HA1361                         *CURRENT SURVEY CONTROL
 HA1361  ___________________________________________________________________
 HA1361* NAD 83(1993)-  37 29 42.69659(N)    086 13 57.90402(W)     ADJUSTED  
 HA1361* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 HA1361  ___________________________________________________________________
 HA1361  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 HA1361  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HA1361
 HA1361  HORZ ORDER  -  THIRD
 HA1361
 HA1361.The horizontal coordinates were established by classical geodetic methods
 HA1361.and adjusted by the National Geodetic Survey in December 1995..
 HA1361
 HA1361.The orthometric height was scaled from a topographic map.
 HA1361
 HA1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1361
 HA1361.The geoid height was determined by GEOID03.
 HA1361
 HA1361;                    North         East     Units Scale Factor Converg.
 HA1361;SPC KY1Z     - 1,129,056.999 1,457,313.091   MT  0.99992695   -0 17 47.0
 HA1361;SPC KY1Z     - 3,704,247.84  4,781,201.37   sFT  0.99992695   -0 17 47.0
 HA1361;SPC KY S     -   629,046.300   457,312.131   MT  0.99994934   -0 17 34.0
 HA1361;SPC KY S     - 2,063,796.07  1,500,364.88   sFT  0.99994934   -0 17 34.0
 HA1361;UTM  16      - 4,150,084.516   567,822.063   MT  0.99965666   +0 28 01.3
 HA1361
 HA1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1361!SPC KY1Z     -   0.99996936  x   0.99992695  =   0.99989631
 HA1361!SPC KY S     -   0.99996936  x   0.99994934  =   0.99991870
 HA1361!UTM  16      -   0.99996936  x   0.99965666  =   0.99962603
 HA1361
 HA1361:                Primary Azimuth Mark                     Grid Az
 HA1361:SPC KY1Z     -  KELLY                                    177 24 34.5
 HA1361:SPC KY S     -  KELLY                                    177 24 21.5
 HA1361:UTM  16      -  KELLY                                    176 38 46.2
 HA1361
 HA1361|---------------------------------------------------------------------|
 HA1361| PID    Reference Object                     Distance      Geod. Az  |
 HA1361|                                                           dddmmss.s |
 HA1361| HA1362 KELLY                               APPROX. 9.5 KM 1770647.5 |
 HA1361| CG8319 CLARKSON RM 1                         5.883 METERS 26850     |
 HA1361| HA1328 LAYMAN                              APPROX. 6.4 KM 2871848.3 |
 HA1361| CG8320 CLARKSON RM 2                        11.669 METERS 35536     |
 HA1361|---------------------------------------------------------------------|
 HA1361
 HA1361                          SUPERSEDED SURVEY CONTROL
 HA1361
 HA1361  NAD 83(1986)-  37 29 42.70490(N)    086 13 57.91036(W) AD(       ) 3
 HA1361  NAD 27      -  37 29 42.50300(N)    086 13 58.00100(W) AD(       ) 3
 HA1361
 HA1361.Superseded values are not recommended for survey control.
 HA1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1361.See file dsdata.txt to determine how the superseded data were derived.
 HA1361
 HA1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6782250085(NAD 83)
 HA1361_MARKER: DS = TRIANGULATION STATION DISK
 HA1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1361
 HA1361  HISTORY     - Date     Condition        Report By
 HA1361  HISTORY     - 1950     MONUMENTED       CGS
 HA1361
 HA1361                          STATION DESCRIPTION
 HA1361
 HA1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1361'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF LEITCHFIELD AND ABOUT
 HA1361'1/2 MILE WEST OF CLARKSON ON PROPERTY OWNED BY MR. W.L. NASH. IT IS
 HA1361'49 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF HOUSE, 45 FEET SOUTH OF
 HA1361'THE SOUTHEAST CORNER OF HOUSE AND 28 FEET EAST OF THE NORTHEAST
 HA1361'CORNER OF A FRAME BUILDING. THE MARK IS FLUSH AND THE DISK IS STAMPED
 HA1361'CLARKSON 1950.
 HA1361'
 HA1361'REFERENCE MARK NO. 1 IS 42 FEET SOUTH OF THE SOUTHEAST CORNER OF
 HA1361'HOUSE AND 8 FEET EAST OF THE NORTHEAST CORNER OF A FRAME
 HA1361'BUILDING. THE DISK IS A STANDARD TRIANGULATION BRONZE REFERENCE MARK
 HA1361'DISK SET FLUSH IN A DRILL HOLE IN A CONCRETE WALK AND IS STAMPED
 HA1361'CLARKSON NO 1 1950.
 HA1361'
 HA1361'REFERENCE MARK NO. 2 IS 25 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 HA1361'HOUSE AND 9 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF HOUSE. THE
 HA1361'DISK IS A STANDARD TRIANGULATION BRONZE REFERENCE MARK DISK SET FLUSH
 HA1361'IN A DRILL HOLE IN A CONCRETE WALK AND IS STAMPED CLARKSON NO 2
 HA1361'1950.
 HA1361'
 HA1361'NO AZIMUTH MARK WAS SET AT THIS STATION. TRIANGULATION STATIONS KELLY
 HA1361'AND LAYMAN CAN BE USED FOR AN AZIMUTH MARK.
 HA1361'
 HA1361'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 62 AND
 HA1361'STATE HIGHWAY NO. 88 IN THE WEST SECTION OF CLARKSON GO WEST ON
 HA1361'U.S. HIGHWAY NO. 62 FOR 0.45 MILE TO A DRIVEWAY ON THE LEFT, TURN
 HA1361'LEFT INTO DRIVEWAY AND GO 0.05 MILE TO HOUSE AND THE STATION AS
 HA1361'DESCRIBED.
 HA1361'
 HA1361'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1643 ***********************************************************************
 HA1643  DESIGNATION -  CLAXTON RADIO STA KIY 28 TOWER
 HA1643  PID         -  HA1643
 HA1643  STATE/COUNTY-  KY/CALDWELL
 HA1643  USGS QUAD   -  PRINCETON EAST (1967)
 HA1643
 HA1643                         *CURRENT SURVEY CONTROL
 HA1643  ___________________________________________________________________
 HA1643* NAD 83(1993)-  37 06 41.44792(N)    087 47 14.68887(W)     ADJUSTED  
 HA1643* NAVD 88     -                                                        
 HA1643  ___________________________________________________________________
 HA1643  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 HA1643  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 HA1643
 HA1643  HORZ ORDER  -  THIRD
 HA1643
 HA1643.The horizontal coordinates were established by classical geodetic methods
 HA1643.and adjusted by the National Geodetic Survey in December 1995..
 HA1643
 HA1643
 HA1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1643
 HA1643.The geoid height was determined by GEOID03.
 HA1643
 HA1643;                    North         East     Units Scale Factor Converg.
 HA1643;SPC KY1Z     - 1,088,343.022 1,318,927.180   MT  0.99999338   -1 15 03.2
 HA1643;SPC KY1Z     - 3,570,672.06  4,327,180.26   sFT  0.99999338   -1 15 03.2
 HA1643;SPC KY S     -   588,309.836   318,934.158   MT  0.99995291   -1 14 08.2
 HA1643;SPC KY S     - 1,930,146.52  1,046,369.82   sFT  0.99995291   -1 14 08.2
 HA1643;UTM  16      - 4,107,533.084   430,040.878   MT  0.99966029   -0 28 30.4
 HA1643
 HA1643                          SUPERSEDED SURVEY CONTROL
 HA1643
 HA1643  NAD 83(1986)-  37 06 41.45684(N)    087 47 14.69164(W) AD(       ) 4
 HA1643  NAD 27      -  37 06 41.27794(N)    087 47 14.65054(W) AD(       ) 3
 HA1643
 HA1643.Superseded values are not recommended for survey control.
 HA1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1643.See file dsdata.txt to determine how the superseded data were derived.
 HA1643
 HA1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3004107533(NAD 83)
 HA1643_MARKER: 43 = RADIO/TV TOWER
 HA1643
 HA1643  HISTORY     - Date     Condition        Report By
 HA1643  HISTORY     - 1962     FIRST OBSERVED   CGS
 HA1643
 HA1643                          STATION DESCRIPTION
 HA1643
 HA1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1643'THE STATION IS THE LIGHT AT THE TOP OF THE TOWER, ABOUT 5 MILES EAST
 HA1643'OF PRINCETON, ABOUT 7 MILES SOUTHWEST OF DAWSON SPRINGS, AND IS
 HA1643'OWNED AND OPERATED BY THE SOUTHERN BELL TELEPHONE COMPANY OF
 HA1643'MADISONVILLE KENTUCKY.  IT IS A 4 LEGGED STEEL STRUCTURE PAINTED
 HA1643'IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE AND WHITE, AND HAS 2
 HA1643'LARGE MICRO DISK AT THE TOP.  THE OVERALL HEIGHT IS 175 FEET.
 HA1643'
 HA1643'TO REACH FROM THE NORTH SIDE OF THE SQUARE IN PRINCETON, GO NORTH ON
 HA1643'U.S. HIGHWAY 62 FOR 0.3 MILE TO THE JUNCTION WITH STATE HIGHWAY
 HA1643'293.  TURN RIGHT AND GO NORTHEAST ON U.S. HIGHWAY 62 FOR 6.2 MILES TO
 HA1643'A SIDE ROAD RIGHT AT A SIGN BEULAH HILL BAPTIST CHURCH 2 MILES.
 HA1643'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 1.65 MILES TO A SIDE
 HA1643'ROAD LEFT AND THE CHURCH ON THE RIGHT.  CONTINUE SOUTH ON A
 HA1643'NARROW GRAVELED ROAD FOR 0.25 MILE TO A DRIVEWAY ON THE RIGHT.  TURN
 HA1643'RIGHT AND GO WEST ON THE DRIVEWAY FOR 0.15 MILE TO A CONCRETE BLOCK
 HA1643'BUILDING AND THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1653 ***********************************************************************
 HA1653  DESIGNATION -  CLAY
 HA1653  PID         -  HA1653
 HA1653  STATE/COUNTY-  KY/WEBSTER
 HA1653  USGS QUAD   -  PROVIDENCE (1954)
 HA1653
 HA1653                         *CURRENT SURVEY CONTROL
 HA1653  ___________________________________________________________________
 HA1653* NAD 83(1993)-  37 28 42.60966(N)    087 50 23.30372(W)     ADJUSTED  
 HA1653* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 HA1653  ___________________________________________________________________
 HA1653  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 HA1653  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HA1653
 HA1653  HORZ ORDER  -  THIRD
 HA1653
 HA1653.The horizontal coordinates were established by classical geodetic methods
 HA1653.and adjusted by the National Geodetic Survey in December 1995..
 HA1653
 HA1653.The orthometric height was scaled from a topographic map.
 HA1653
 HA1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1653
 HA1653.The geoid height was determined by GEOID03.
 HA1653
 HA1653;                    North         East     Units Scale Factor Converg.
 HA1653;SPC KY1Z     - 1,129,163.703 1,315,183.548   MT  0.99992891   -1 16 59.0
 HA1653;SPC KY1Z     - 3,704,597.92  4,314,898.02   sFT  0.99992891   -1 16 59.0
 HA1653;SPC KY S     -   629,129.079   315,179.541   MT  0.99994856   -1 16 02.6
 HA1653;SPC KY S     - 2,064,067.65  1,034,051.54   sFT  0.99994856   -1 16 02.6
 HA1653;UTM  16      - 4,148,287.501   425,747.461   MT  0.99966791   -0 30 39.7
 HA1653
 HA1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1653!SPC KY1Z     -   0.99998242  x   0.99992891  =   0.99991133
 HA1653!SPC KY S     -   0.99998242  x   0.99994856  =   0.99993098
 HA1653!UTM  16      -   0.99998242  x   0.99966791  =   0.99965034
 HA1653
 HA1653:                Primary Azimuth Mark                     Grid Az
 HA1653:SPC KY1Z     -  WEBSTER                                  024 48 55.4
 HA1653:SPC KY S     -  WEBSTER                                  024 47 59.0
 HA1653:UTM  16      -  WEBSTER                                  024 02 36.1
 HA1653
 HA1653|---------------------------------------------------------------------|
 HA1653| PID    Reference Object                     Distance      Geod. Az  |
 HA1653|                                                           dddmmss.s |
 HA1653| HA1710 WEBSTER                             APPROX.12.8 KM 0233156.4 |
 HA1653| HA1652 CLAY MUNICIPAL TANK                 APPROX. 1.7 KM 0943405.4 |
 HA1653| CG8326 CLAY RM 3                                          1084606.4 |
 HA1653| CG8324 CLAY RM 1                            26.224 METERS 18907     |
 HA1653| CG8325 CLAY RM 2                            23.467 METERS 30209     |
 HA1653|---------------------------------------------------------------------|
 HA1653
 HA1653                          SUPERSEDED SURVEY CONTROL
 HA1653
 HA1653  NAD 83(1986)-  37 28 42.61741(N)    087 50 23.30633(W) AD(       ) 3
 HA1653  NAD 27      -  37 28 42.44687(N)    087 50 23.24513(W) AD(       ) 3
 HA1653
 HA1653.Superseded values are not recommended for survey control.
 HA1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1653.See file dsdata.txt to determine how the superseded data were derived.
 HA1653
 HA1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2574748288(NAD 83)
 HA1653_MARKER: DS = TRIANGULATION STATION DISK
 HA1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1653_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1653
 HA1653  HISTORY     - Date     Condition        Report By
 HA1653  HISTORY     - 1962     MONUMENTED       CGS
 HA1653
 HA1653                          STATION DESCRIPTION
 HA1653
 HA1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1653'THE STATION IS LOCATED ABOUT 1 MILE WEST OF CLAY, ABOUT 6 MILES
 HA1653'SOUTHEAST OF SULLIVAN AND ON PROPERTY OWNED BY MR. SAM FRYER.  IT
 HA1653'IS 22 FEET SOUTHWEST OF A FENCE CORNER, 21 FEET SOUTHWEST OF A
 HA1653'WITNESS POST, 19 FEET NORTHWEST OF THE WEST GATE POST, 17 FEET
 HA1653'WEST OF A WIRE FENCE AND 14 FEET SOUTH OF THE EAST-WEST FENCE LINE.
 HA1653'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLAY 1962.
 HA1653'
 HA1653'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 109 AND 132 AND WEST ELM
 HA1653'STREET IN CLAY, GO WEST ON HIGHWAY 132 AND WEST ELM STREET FOR 0.1
 HA1653'MILE TO WHERE STATE HIGHWAY 132 TURNS LEFT.  CONTINUE WEST ON WEST
 HA1653'ELM STREET FOR 0.4 MILE TO END OF PAVEMENT.  CONTINUE WEST AND
 HA1653'NORTHWEST ON A GRAVELED ROAD (WEST ELM STREET) FOR 0.55 MILE TO
 HA1653'REFERENCE MARK 3 ON THE LEFT.  CONTINUE WESTERLY ON WEST ELM STREET
 HA1653'FOR 0.15 MILE TO A WHITE HOUSE ON THE RIGHT AND THE STATION ON THE
 HA1653'LEFT.
 HA1653'
 HA1653'REFERENCE MARK 1 IS 72.4 FEET SOUTH OF THE WEST GATE POST AND 1 FOOT
 HA1653'WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE
 HA1653'DISK IS STAMPED CLAY NO 1 1962.
 HA1653'
 HA1653'REFERENCE MARK 2 IS 20 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 HA1653'ROAD, 18 FEET NORTHWEST OF A WALNUT TREE AND 1 FOOT SOUTH OF A WIRE
 HA1653'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CLAY
 HA1653'NO 2 1962.
 HA1653'
 HA1653'REFERENCE MARK 3 IS 60 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL
 HA1653'WHITE HOUSE, 17 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 2
 HA1653'FEET WEST OF A FENCE CORNER AND 1 FOOT SOUTHWEST OF A WITNESS POST.
 HA1653'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CLAY NO 3
 HA1653'1962.
 HA1653'
 HA1653'THERE WAS NO AVAILABLE PLACE FOR AN AZIMUTH MARK AND A REFERENCE MARK
 HA1653'3 WAS ESTABLISHED BY PRECISE METHODS.
 HA1653'
 HA1653'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3359 ***********************************************************************
 GY3359  DESIGNATION -  CLAY CITY
 GY3359  PID         -  GY3359
 GY3359  STATE/COUNTY-  KY/POWELL
 GY3359  USGS QUAD   -  CLAY CITY (1966)
 GY3359
 GY3359                         *CURRENT SURVEY CONTROL
 GY3359  ___________________________________________________________________
 GY3359* NAD 83(1993)-  37 51 46.90543(N)    083 56 51.58909(W)     ADJUSTED  
 GY3359* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 GY3359  ___________________________________________________________________
 GY3359  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 GY3359  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 GY3359
 GY3359  HORZ ORDER  -  THIRD
 GY3359
 GY3359.The horizontal coordinates were established by classical geodetic methods
 GY3359.and adjusted by the National Geodetic Survey in December 1995..
 GY3359
 GY3359.The orthometric height was scaled from a topographic map.
 GY3359
 GY3359.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3359
 GY3359.The geoid height was determined by GEOID03.
 GY3359
 GY3359;                    North         East     Units Scale Factor Converg.
 GY3359;SPC KY1Z     - 1,171,300.585 1,658,572.691   MT  0.99990497   +1 06 23.6
 GY3359;SPC KY1Z     - 3,842,842.00  5,441,500.57   sFT  0.99990497   +1 06 23.6
 GY3359;SPC KY S     -   671,274.806   658,586.086   MT  0.99998793   +1 05 35.0
 GY3359;SPC KY S     - 2,202,340.76  2,160,711.18   sFT  0.99998793   +1 05 35.0
 GY3359;SPC KY N     -    40,338.750   526,604.674   MT  1.00001730   +0 11 17.1
 GY3359;SPC KY N     -   132,344.72  1,727,702.17   sFT  1.00001730   +0 11 17.1
 GY3359;UTM  17      - 4,194,714.058   240,693.936   MT  1.00042825   -1 48 36.8
 GY3359;UTM  16      - 4,195,010.321   768,516.255   MT  1.00048814   +1 52 28.5
 GY3359
 GY3359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3359!SPC KY1Z     -   0.99997249  x   0.99990497  =   0.99987746
 GY3359!SPC KY S     -   0.99997249  x   0.99998793  =   0.99996042
 GY3359!SPC KY N     -   0.99997249  x   1.00001730  =   0.99998979
 GY3359!UTM  17      -   0.99997249  x   1.00042825  =   1.00040073
 GY3359!UTM  16      -   0.99997249  x   1.00048814  =   1.00046061
 GY3359
 GY3359:                Primary Azimuth Mark                     Grid Az
 GY3359:SPC KY1Z     -  PILOT RESET                              010 00 04.8
 GY3359:SPC KY S     -  PILOT RESET                              010 00 53.4
 GY3359:SPC KY N     -  PILOT RESET                              010 55 11.3
 GY3359:UTM  17      -  PILOT RESET                              012 55 05.2
 GY3359:UTM  16      -  PILOT RESET                              009 13 59.9
 GY3359
 GY3359|---------------------------------------------------------------------|
 GY3359| PID    Reference Object                     Distance      Geod. Az  |
 GY3359|                                                           dddmmss.s |
 GY3359| GY3364 PILOT RESET                         APPROX. 5.5 KM 0110628.4 |
 GY3359| DB9028 CLAY CITY RM 1                       21.915 METERS 03220     |
 GY3359| DB9027 CLAY CITY AZ MK                                    0730743.0 |
 GY3359| GY3361 TT 8 EV USGS 1951                    29.977 METERS 11200     |
 GY3359|---------------------------------------------------------------------|
 GY3359
 GY3359                          SUPERSEDED SURVEY CONTROL
 GY3359
 GY3359  NAD 83(1986)-  37 51 46.91141(N)    083 56 51.59648(W) AD(       ) 3
 GY3359  NAD 27      -  37 51 46.61900(N)    083 56 51.87500(W) AD(       ) 3
 GY3359
 GY3359.Superseded values are not recommended for survey control.
 GY3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3359.See file dsdata.txt to determine how the superseded data were derived.
 GY3359
 GY3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB4069494714(NAD 83)
 GY3359_MARKER: DS = TRIANGULATION STATION DISK
 GY3359_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3359_SP_SET: PREFABRICATED CONCRETE POST
 GY3359
 GY3359  HISTORY     - Date     Condition        Report By
 GY3359  HISTORY     - 1951     MONUMENTED       CGS
 GY3359  HISTORY     - 1967     MARK NOT FOUND   USGS
 GY3359
 GY3359                          STATION DESCRIPTION
 GY3359
 GY3359'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GY3359'STATION IS LOCATED ABOUT 1 MILE WEST OF CLAY CITY ALONG THE WEST SIDE
 GY3359'OF STATE HIGHWAY NO. 82.  IT IS 71 FEET WEST OF THE CENTER OF
 GY3359'HIGHWAY, 39 FEET W OF A NORTH-SOUTH FENCELINE AND 2 FEET NORTH OF AN
 GY3359'EAST-WEST FENCELINE.  THE MARK IS A CAST IRON PIPE 6 INCHES IN
 GY3359'DIAMETER WHICH PROJECTS 2 INCHES WITH A STANDARD BRONZE TRIANGULATION
 GY3359'STATION MARK DISK ATOP STAMPED CLAY CITY 1951.
 GY3359'
 GY3359'REFERENCE MARK NO. 1 IS 35 FEET WEST OF THE CENTER OF HIGHWAY AND 3
 GY3359'FEET WEST OF A NORTH-SOUTH FENCELINE AND A WHITE WITNESS POST.
 GY3359'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CLAY CITY NO 1
 GY3359'1951.
 GY3359'
 GY3359'TT 8 EV (USGS) BM WAS USED AS A REFERENCE MARK AND IS 46 FEET
 GY3359'SOUTHWEST OF A POWERLINE POLE, 25 FEET EAST OF THE CENTER OF
 GY3359'HIGHWAY, 9 FEET NORTH OF A FENCE CORNER AND 2 FEET EAST OF A
 GY3359'FENCELINE.  THE MARK IS A 8X8 INCH CONCRETE POST WHICH PROJECTS 2
 GY3359'INCHES WITH A STANDARD BRONZE USGS BENCH MARK DISK ATOP STAMPED TT 8
 GY3359'EV 1950 (680 FEET ABOVE SEA LEVEL)
 GY3359'
 GY3359'AZIMUTH MARK IS 45 FEET EAST OF THE CENTER OF A DRIVEWAY, 37 FEET
 GY3359'SOUTH OF THE CENTER OF STATE HIGHWAY NO. 15, 2 FEET WEST OF A
 GY3359'WHITE WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST FENCELINE.  THE
 GY3359'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CLAY CITY 1951.
 GY3359'
 GY3359'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 15 AND
 GY3359'NO. 11 WHICH IS 0.7 MILE WEST OF CLAY CITY, GO WEST ON STATE
 GY3359'HIGHWAY NO. 15 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT,
 GY3359'CONTINUE FOR 0.35 MILE TO THE JUNCTION OF STATE HIGHWAY NO. 82,
 GY3359'TURN LEFT ON STATE HIGHWAY NO. 82 AND GO 0.35 MILE TO THE STATION ON
 GY3359'THE RIGHT AS DESCRIBED.
 GY3359'
 GY3359'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GY3359
 GY3359                          STATION RECOVERY (1967)
 GY3359
 GY3359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GY3359'STATION NOT RECOVERED.
 GY3359'
 GY3359'PROBABLY DESTROYED BY GRADING FOR NEW HOUSE.
 GY3359'
 GY3359'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MI. WEST OF,
 GY3359'ON WEST SIDE OF SH HWY 82.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1652 ***********************************************************************
 HA1652  DESIGNATION -  CLAY MUNICIPAL TANK
 HA1652  PID         -  HA1652
 HA1652  STATE/COUNTY-  KY/WEBSTER
 HA1652  USGS QUAD   -  PROVIDENCE (1954)
 HA1652
 HA1652                         *CURRENT SURVEY CONTROL
 HA1652  ___________________________________________________________________
 HA1652* NAD 83(1993)-  37 28 38.18244(N)    087 49 13.86615(W)     ADJUSTED  
 HA1652* NAVD 88     -                                                        
 HA1652  ___________________________________________________________________
 HA1652  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 HA1652  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HA1652
 HA1652  HORZ ORDER  -  THIRD
 HA1652
 HA1652.The horizontal coordinates were established by classical geodetic methods
 HA1652.and adjusted by the National Geodetic Survey in December 1995..
 HA1652
 HA1652
 HA1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1652
 HA1652.The geoid height was determined by GEOID03.
 HA1652
 HA1652;                    North         East     Units Scale Factor Converg.
 HA1652;SPC KY1Z     - 1,128,989.234 1,316,886.033   MT  0.99992906   -1 16 16.4
 HA1652;SPC KY1Z     - 3,704,025.51  4,320,483.59   sFT  0.99992906   -1 16 16.4
 HA1652;SPC KY S     -   628,955.071   316,882.106   MT  0.99994851   -1 15 20.5
 HA1652;SPC KY S     - 2,063,496.76  1,039,637.38   sFT  0.99994851   -1 15 20.5
 HA1652;UTM  16      - 4,148,136.026   427,451.694   MT  0.99966483   -0 29 57.3
 HA1652
 HA1652                          SUPERSEDED SURVEY CONTROL
 HA1652
 HA1652  NAD 83(1986)-  37 28 38.19026(N)    087 49 13.86920(W) AD(       ) 4
 HA1652  NAD 27      -  37 28 38.01949(N)    087 49 13.80903(W) AD(       ) 3
 HA1652
 HA1652.Superseded values are not recommended for survey control.
 HA1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1652.See file dsdata.txt to determine how the superseded data were derived.
 HA1652
 HA1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2745248136(NAD 83)
 HA1652_MARKER: 51 = TANK
 HA1652
 HA1652  HISTORY     - Date     Condition        Report By
 HA1652  HISTORY     - 1962     FIRST OBSERVED   CGS
 HA1652
 HA1652                          STATION DESCRIPTION
 HA1652
 HA1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1652'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A 4 LEG
 HA1652'STEEL STRUCTURE PAINTED SILVER WITH THE LEGEND CLAY PAINTED IN
 HA1652'BLACK LETTERS ON THE NORTH AND SOUTH SIDES. THE OVERALL HEIGHT OF THE
 HA1652'STRUCTURE IS ABOUT 120 FEET.
 HA1652'
 HA1652'LOCATED IN THE CENTER OF CLAY ABOUT 400 FEET NORTH OF THE RAILROAD
 HA1652'DEPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2394 ***********************************************************************
 HZ2394  DESIGNATION -  CLAY RESET
 HZ2394  PID         -  HZ2394
 HZ2394  STATE/COUNTY-  KY/BOURBON
 HZ2394  USGS QUAD   -  NORTH MIDDLETOWN (1976)
 HZ2394
 HZ2394                         *CURRENT SURVEY CONTROL
 HZ2394  ___________________________________________________________________
 HZ2394* NAD 83(1993)-  38 12 45.87796(N)    084 07 02.13097(W)     ADJUSTED  
 HZ2394* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 HZ2394  ___________________________________________________________________
 HZ2394  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 HZ2394  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ2394
 HZ2394  HORZ ORDER  -  SECOND
 HZ2394
 HZ2394.The horizontal coordinates were established by classical geodetic methods
 HZ2394.and adjusted by the National Geodetic Survey in December 1995..
 HZ2394
 HZ2394.The orthometric height was scaled from a topographic map.
 HZ2394
 HZ2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2394
 HZ2394.The geoid height was determined by GEOID03.
 HZ2394
 HZ2394;                    North         East     Units Scale Factor Converg.
 HZ2394;SPC KY1Z     - 1,209,833.887 1,642,973.985   MT  0.99992212   +1 00 08.8
 HZ2394;SPC KY1Z     - 3,969,263.34  5,390,323.82   sFT  0.99992212   +1 00 08.8
 HZ2394;SPC KY N     -    79,120.472   511,624.911   MT  0.99997189   +0 04 57.3
 HZ2394;SPC KY N     -   259,581.08  1,678,556.06   sFT  0.99997189   +0 04 57.3
 HZ2394;UTM  16      - 4,233,349.244   752,389.308   MT  1.00038459   +1 47 03.0
 HZ2394
 HZ2394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2394!SPC KY1Z     -   0.99995744  x   0.99992212  =   0.99987956
 HZ2394!SPC KY N     -   0.99995744  x   0.99997189  =   0.99992933
 HZ2394!UTM  16      -   0.99995744  x   1.00038459  =   1.00034201
 HZ2394
 HZ2394:                Primary Azimuth Mark                     Grid Az
 HZ2394:SPC KY1Z     -  MT STERLING MUNICIPAL SPIPE              131 42 47.0
 HZ2394:SPC KY N     -  MT STERLING MUNICIPAL SPIPE              132 37 58.5
 HZ2394:UTM  16      -  MT STERLING MUNICIPAL SPIPE              130 55 52.8
 HZ2394
 HZ2394|---------------------------------------------------------------------|
 HZ2394| PID    Reference Object                     Distance      Geod. Az  |
 HZ2394|                                                           dddmmss.s |
 HZ2394| HY2450 MT STERLING MUNICIPAL SPIPE         APPROX.23.3 KM 1324255.8 |
 HZ2394| DB9022 CLAY AZ MK                                         1431347.5 |
 HZ2394| DB9025 CLAY RM 3                            96.911 METERS 24137     |
 HZ2394| DB9023 CLAY RM 1                            67.352 METERS 29009     |
 HZ2394| DB9026 CLAY RM 4                            84.923 METERS 32959     |
 HZ2394| DB9024 CLAY RM 2                                          33353     |
 HZ2394|---------------------------------------------------------------------|
 HZ2394
 HZ2394                          SUPERSEDED SURVEY CONTROL
 HZ2394
 HZ2394  NAD 83(1986)-  38 12 45.88479(N)    084 07 02.13900(W) AD(       ) 2
 HZ2394  NAD 27      -  38 12 45.61300(N)    084 07 02.39700(W) AD(       ) 2
 HZ2394
 HZ2394.Superseded values are not recommended for survey control.
 HZ2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2394.See file dsdata.txt to determine how the superseded data were derived.
 HZ2394
 HZ2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5238933349(NAD 83)
 HZ2394_MARKER: DS = TRIANGULATION STATION DISK
 HZ2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2394_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2394
 HZ2394  HISTORY     - Date     Condition        Report By
 HZ2394  HISTORY     - 1935     MONUMENTED       CGS
 HZ2394  HISTORY     - 1954     GOOD             CGS
 HZ2394
 HZ2394                          STATION DESCRIPTION
 HZ2394
 HZ2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2394'STATION IS ON A HIGH DIVIDING RIDGE BETWEEN STONER CREEK AND HINKSTON
 HZ2394'CREEK.  ABOUT 0.1 MILE E OF HISTORIC OLD CANE RIDGE CHURCH.  AND 4
 HZ2394'3/4 MILES N OF NORTH MIDDLETOWN.  THE STATION MARK IS ON THE HIGHEST
 HZ2394'POINT OF RIDGE, IN PASTURE LOT.  ABOUT 70 YARDS E OF THE W FENCE
 HZ2394'LINE.  250 YARDS WSW OF A LARGE BARN.  70 YARDS E OF THE NE CORNER
 HZ2394'OF WOODED AREA. ABOUT 300 YARDS N OF COUNTY ROAD.  THE SURFACE MARK
 HZ2394'IS SET ABOUT 12 INCHES BELOW THE SURFACE.
 HZ2394'
 HZ2394'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2394'DISKS SET IN CONCRETE.
 HZ2394'
 HZ2394'REFERENCE MARK NO.1 IS W OF THE STATION ALONG FENCE LINE AND 1 FOOT E
 HZ2394'OF SAME.  6 FEET N OF FENCE JUNCTION AT NE CORNER OF WOODED AREA.
 HZ2394'AND PROJECTS ABOUT 2 INCHES.
 HZ2394'
 HZ2394'REFERENCE MARK NO.2 IS WNW OF THE STATION ALONG FENCE LINE, AND 1
 HZ2394'FOOT E OF SAME.  16 FEET S OF GATE.  5 FEET NNE OF A 22-INCH WALNUT
 HZ2394'TREE.  AND PROJECTS ABOUT 2 INCHES.
 HZ2394'
 HZ2394'AZIMUTH MARK IS SE OF THE STATION.  15 FEET N OF THE CENTER LINE OFF
 HZ2394'THE SHARPSBURG PIKE.  15 YARDS E OF THE CENTER OF GATE.  16 FEET W
 HZ2394'OF A 45 INCH ELM TREE.  6 INCHES N OF FENCE LINE.  AND PROJECTS
 HZ2394'ABOUT 6 INCHES.
 HZ2394'
 HZ2394'TO REACH THE STATION FROM THE COURTHOUSE IN PARIS, GO NE ON U.S.
 HZ2394'HIGHWAY 68 AND STATE HIGHWAY 40 FOR ABOUT 0.85 MILE TO THEIR
 HZ2394'JUNCTION. TURN RIGHT WITH HIGHWAY 40 AND GO 1.25 MILES TO FORKS.
 HZ2394'TAKE LEFT FORK , LEAVING HIGHWAY 40 AND GO 5.5 MILES TO THE HISTORIC
 HZ2394'OLD CANE RIDGE CHURCH ON LEFT.  CONTINUE FOR 0.15 MILE TO A GATE ON
 HZ2394'LEFT INTO PASTURE LOT.  (AZIMUTH MARK JUST INSIDE OF GATE AND TO E
 HZ2394'THEREOF).  PASS THROUGH GATE AND GO THROUGH FIELD TO HIGHEST POINT
 HZ2394'AND STATION ABOUT 0.3 MILE DISTANT TO THE NNW.
 HZ2394
 HZ2394                          STATION RECOVERY (1954)
 HZ2394
 HZ2394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HZ2394'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF
 HZ2394'REFERENCE MARK NO.2 WHICH WAS DESTROYED.  THE STATION MARK WAS
 HZ2394'LOWERED TO 18 INCHES BELOW THE SURFACE OF THE GROUND AND REFERENCE
 HZ2394'MARK NO.1 WAS REMOVED AT THE REQUEST OF THE PROPERTY OWNER.  TWO NEW
 HZ2394'REFERENCE MARK WERE ESTABLISHED.  THE DIRECTION TO THE AZIMUTH MARK
 HZ2394'DID NOT CHECK.
 HZ2394'
 HZ2394'REFERENCE MARK NO.3 IS 5 FEET NORTHEAST OF A LARGE ELM TREE AND 1
 HZ2394'FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CLAY
 HZ2394'NO 3 1954.
 HZ2394'
 HZ2394'REFERENCE MARK NO.4 IS 107 FEET NORTHWEST OF A LARGE LOCUST TREE AND
 HZ2394'1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HZ2394'CLAY NO 4 1954.
 HZ2394'
 HZ2394'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND 460 AT
 HZ2394'THE NORTHERN EDGE OF PARIS, GO EASTERLY ON HIGHWAY 460 FOR 1.2 MILES
 HZ2394'TO STATE HIGHWAY 537, TURN LEFT ON HIGHWAY 537 FOR 5.65 MILES TO A
 HZ2394'GATE AND FARM ROAD LEFT, PASS THROUGH GATE AND GO THROUGH FIELD TO
 HZ2394'HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2369 ***********************************************************************
 GC2369  DESIGNATION -  CLEAR
 GC2369  PID         -  GC2369
 GC2369  STATE/COUNTY-  KY/WARREN
 GC2369  USGS QUAD   -  ROCKFIELD (1979)
 GC2369
 GC2369                         *CURRENT SURVEY CONTROL
 GC2369  ___________________________________________________________________
 GC2369* NAD 83(1993)-  36 55 28.96616(N)    086 36 17.18699(W)     ADJUSTED  
 GC2369* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 GC2369  ___________________________________________________________________
 GC2369  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 GC2369  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GC2369
 GC2369  HORZ ORDER  -  SECOND
 GC2369
 GC2369.The horizontal coordinates were established by classical geodetic methods
 GC2369.and adjusted by the National Geodetic Survey in December 1995..
 GC2369
 GC2369.The orthometric height was scaled from a topographic map.
 GC2369
 GC2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2369
 GC2369.The geoid height was determined by GEOID03.
 GC2369
 GC2369;                    North         East     Units Scale Factor Converg.
 GC2369;SPC KY1Z     - 1,065,984.052 1,423,838.060   MT  1.00004173   -0 31 29.3
 GC2369;SPC KY1Z     - 3,497,316.01  4,671,375.37   sFT  1.00004173   -0 31 29.3
 GC2369;SPC KY S     -   565,971.955   423,843.438   MT  0.99997078   -0 31 06.2
 GC2369;SPC KY S     - 1,856,859.66  1,390,559.68   sFT  0.99997078   -0 31 06.2
 GC2369;UTM  16      - 4,086,593.509   535,200.360   MT  0.99961526   +0 14 14.8
 GC2369
 GC2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2369!SPC KY1Z     -   0.99996646  x   1.00004173  =   1.00000819
 GC2369!SPC KY S     -   0.99996646  x   0.99997078  =   0.99993724
 GC2369!UTM  16      -   0.99996646  x   0.99961526  =   0.99958173
 GC2369
 GC2369|---------------------------------------------------------------------|
 GC2369| PID    Reference Object                     Distance      Geod. Az  |
 GC2369|                                                           dddmmss.s |
 GC2369| CG5108 CLEAR RM 1                           26.481 METERS 12558     |
 GC2369| CG5109 CLEAR RM 2                           23.223 METERS 21134     |
 GC2369| CG5107 CLEAR AZ MK                                        2955429.9 |
 GC2369|---------------------------------------------------------------------|
 GC2369
 GC2369                          SUPERSEDED SURVEY CONTROL
 GC2369
 GC2369  NAD 83(1986)-  36 55 28.97564(N)    086 36 17.19247(W) AD(       ) 2
 GC2369  NAD 27      -  36 55 28.84000(N)    086 36 17.19300(W) AD(       ) 2
 GC2369
 GC2369.Superseded values are not recommended for survey control.
 GC2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2369.See file dsdata.txt to determine how the superseded data were derived.
 GC2369
 GC2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3520086594(NAD 83)
 GC2369_MARKER: DS = TRIANGULATION STATION DISK
 GC2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2369
 GC2369  HISTORY     - Date     Condition        Report By
 GC2369  HISTORY     - 1952     MONUMENTED       CGS
 GC2369
 GC2369                          STATION DESCRIPTION
 GC2369
 GC2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2369'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF BOWLING GREEN AND 7
 GC2369'MILES NORTHEAST OF AUBURN ON THE SOUTH END OF A PROMINENT
 GC2369'WOODED NORTH-SOUTH RIDGE AND ON LAND OWNED BY MR. TOM HENRY SMITH.
 GC2369'IT IS 35 FEET NORTH OF A TRIANGULAR BLAZED 8 INCH OAK TREE, 25
 GC2369'FEET NORTH OF THE CENTER OF WOODS ROAD, 21 FEET SOUTHWEST OF A
 GC2369'TRIANGULAR BLAZED 10 INCH HICKORY TREE AND 5 FEET SOUTHWEST OF A
 GC2369'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 GC2369'STAMPED CLEAR 1951.
 GC2369'
 GC2369'REFERENCE MARK NO. 1 IS SET ON THE SOUTHEAST SLOPE OF THE RIDGE ABOUT
 GC2369'2 FEET LOWER IN ELEVATION THAN STATION MARK.  THE MARK PROJECTS
 GC2369'ABOUT 4 INCHES AND THE DISK STAMPED CLEAR NO 1 1951.
 GC2369'
 GC2369'REFERENCE MARK NO. 2 IS SET ON THE SOUTH SLOPE OF THE RIDGE, 7 FEET
 GC2369'EAST OF A 10 INCH OAK TREE AND ABOUT 1 FOOT LOWER IN ELEVATION THAN
 GC2369'STATION MARK.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED
 GC2369'CLEAR NO 2 1951.
 GC2369'
 GC2369'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF FARM ROAD, 12 FEET
 GC2369'WEST OF THE CENTER OF GRAVEL ROAD, 10 FEET SOUTH OF FENCE CORNER
 GC2369'AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 GC2369'INCHES AND THE DISK STAMPED CLEAR 1951.
 GC2369'
 GC2369'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC2369'HIGHWAY 71 IN THE SOUTHWEST EDGE OF BOWLING GREEN, GO SOUTHWEST ON
 GC2369'U.S. HIGHWAY 68 FOR 6.5 MILES TO SIDE ROAD RIGHT, (BROWNING ROAD)
 GC2369'TURN RIGHT AND GO WEST ON PAVED ROAD FOR 4.0 MILES TO SIDE ROAD
 GC2369'LEFT JUST AFTER PASSING A FRAME STORE BUILDING ON THE LEFT, TURN LEFT
 GC2369'AND GO SOUTH ON GRAVEL ROAD FOR 1.1 MILES TO T-ROAD INTERSECTION,
 GC2369'(*) TURN LEFT AND GO EAST FOR 0.35 MILE TO GATE ON THE LEFT AND
 GC2369'ANOTHER GATE STRAIGHT AHEAD, TURN RIGHT AND GO SOUTH UP HILL
 GC2369'FOR 0.25 MILE TO WOODS ROAD LEFT JUST BEFORE GOING OVER TOP OF
 GC2369'HILL, TURN LEFT AND FOLLOW WOODS ROAD ALONG THE SOUTHWEST SIDE OF
 GC2369'RIDGE AND LEFT UP HILL TO TOP OF RIDGE AND RIGHT DOWN RIDGE FOR 0.25
 GC2369'MILE TO STATION AS DESCRIBED.
 GC2369'
 GC2369'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT FOR ABOUT
 GC2369'100 FEET TO ROAD FORK, TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR
 GC2369'0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2369'
 GC2369'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3267 ***********************************************************************
 GY3267  DESIGNATION -  CLEMENT
 GY3267  PID         -  GY3267
 GY3267  STATE/COUNTY-  KY/BREATHITT
 GY3267  USGS QUAD   -  NOBLE (1976)
 GY3267
 GY3267                         *CURRENT SURVEY CONTROL
 GY3267  ___________________________________________________________________
 GY3267* NAD 83(1993)-  37 29 36.78439(N)    083 07 50.05941(W)     ADJUSTED  
 GY3267* NAVD 88     -       494.     (meters)    1621.     (feet)  SCALED    
 GY3267  ___________________________________________________________________
 GY3267  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 GY3267  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GY3267
 GY3267  HORZ ORDER  -  SECOND
 GY3267
 GY3267.The horizontal coordinates were established by classical geodetic methods
 GY3267.and adjusted by the National Geodetic Survey in December 1995..
 GY3267
 GY3267.The orthometric height was scaled from a topographic map.
 GY3267
 GY3267.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3267
 GY3267.The geoid height was determined by GEOID03.
 GY3267
 GY3267;                    North         East     Units Scale Factor Converg.
 GY3267;SPC KY1Z     - 1,132,014.870 1,731,596.705   MT  0.99992714   +1 36 29.6
 GY3267;SPC KY1Z     - 3,713,952.12  5,681,080.19   sFT  0.99992714   +1 36 29.6
 GY3267;SPC KY S     -   631,965.890   731,602.567   MT  0.99994926   +1 35 18.9
 GY3267;SPC KY S     - 2,073,374.76  2,400,266.09   sFT  0.99994926   +1 35 18.9
 GY3267;UTM  17      - 4,151,757.981   311,651.031   MT  1.00003699   -1 17 49.9
 GY3267
 GY3267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3267!SPC KY1Z     -   0.99992750  x   0.99992714  =   0.99985464
 GY3267!SPC KY S     -   0.99992750  x   0.99994926  =   0.99987676
 GY3267!UTM  17      -   0.99992750  x   1.00003699  =   0.99996448
 GY3267
 GY3267|---------------------------------------------------------------------|
 GY3267| PID    Reference Object                     Distance      Geod. Az  |
 GY3267|                                                           dddmmss.s |
 GY3267| DB9033 CLEMENT RM 1                         50.550 METERS 02921     |
 GY3267| GY3210 SIGNAL KNOB LOOKOUT TOWER           APPROX.17.8 KM 0930702.7 |
 GY3267| DB9032 CLEMENT AZ MK                                      1863749.7 |
 GY3267| DB9034 CLEMENT RM 2                         19.943 METERS 30022     |
 GY3267|---------------------------------------------------------------------|
 GY3267
 GY3267                          SUPERSEDED SURVEY CONTROL
 GY3267
 GY3267  NAD 83(1993)-  37 29 36.79167(N)    083 07 50.06422(W) AD(       ) 2
 GY3267  NAD 83(1986)-  37 29 36.79148(N)    083 07 50.06492(W) AD(       ) 2
 GY3267  NAD 27      -  37 29 36.44900(N)    083 07 50.43500(W) AD(       ) 2
 GY3267
 GY3267.Superseded values are not recommended for survey control.
 GY3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3267.See file dsdata.txt to determine how the superseded data were derived.
 GY3267
 GY3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB1165151758(NAD 83)
 GY3267_MARKER: DS = TRIANGULATION STATION DISK
 GY3267_SETTING: 80 = SET IN A BOULDER
 GY3267_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GY3267
 GY3267  HISTORY     - Date     Condition        Report By
 GY3267  HISTORY     - 1934     MONUMENTED       CGS
 GY3267  HISTORY     - 1949     GOOD             CGS
 GY3267  HISTORY     - 1954     MARK NOT FOUND   USGS
 GY3267
 GY3267                          STATION DESCRIPTION
 GY3267
 GY3267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GY3267'STATION IS ON A HIGH AND HEAVILY WOODED KNOB NEAR THE HEAD OF
 GY3267'CLEMENTS FORK, OF BUCKHORN CREEK, ON STATE PROPERTY.  STATION IS
 GY3267'MARKED BY A STANDARD DISK SET IN BURIED STONE ON HIGHEST POINT OF
 GY3267'KNOB.
 GY3267'
 GY3267'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN ROCK OUTCROP ON
 GY3267'BACKBONE OF RIDGE NNE OF STATION, AND ABOUT 5 FEET NW OF A 14-INCH
 GY3267'OAK.
 GY3267'
 GY3267'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN BURIED STONE NW OF
 GY3267'STATION.
 GY3267'
 GY3267'AZIMUTH MARK IS A STANDARD DISK SET IN BOULDER ON ADJACENT KNOB ABOUT
 GY3267'1/2 MILE S OF STATION AND ABOUT 100 FEET LOWER IN ELEVATION.  THE
 GY3267'MARK IS SLIGHTLY ON W SLOPE OF KNOB.
 GY3267'
 GY3267'TO REACH STATION FROM COURTHOUSE IN HAZARD, GO NW ON HIGHWAY 15 FOR
 GY3267'ABOUT 23 MILES TO ENTRANCE TO CCC CAMP ROBINSON AT BUCKHORN
 GY3267'SWIMMING POOL, GO UP BUCKHORN CREEK FOR 4.3 MILES AND TURN LEFT UP
 GY3267'CLEMENTS FORK ABOUT 200 YARDS BEFORE REACHING CAMP ROBINSON,
 GY3267'GO 2.9 MILES TO NEW ROAD BEING BUILT TO THE LEFT, BY CCC, FOLLOW THIS
 GY3267'ROAD 0.4 MILE TO OLD STONE FIREPLACE ON RIGHT AND END OF TRUCK
 GY3267'TRAVEL.  STATION IS 1/2 MILE (AIR LINE), FROM HERE AND IS REACHED BY
 GY3267'GOING STRAIGHT UP RIDGE TO RIGHT (E) TO THE TOP OF RIDGE AND THEN
 GY3267'ALONG RIDGE TO LEFT TO STATION.
 GY3267'
 GY3267'A 55-FOOT TOWER NECESSARY.
 GY3267
 GY3267                          STATION RECOVERY (1949)
 GY3267
 GY3267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3267'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GY3267'GOOD CONDITION.  DISTANCE AND DIRECTION TO REFERENCE MARK
 GY3267'NO.2 FAILED TO CHECK AS NOTED BELOW.  SURFACE, AZIMUTH AND REFERENCE
 GY3267'MARKS ARE DESCRIBED.  A NEW DESCRIPTION FOLLOWS-
 GY3267'
 GY3267'STATION IS LOCATED ABOUT 18 MILES SOUTH OF SALYERSVILLE AND 14 MILES
 GY3267'EAST OF JACKSON ON THE HIGHEST POINT ON THE HIGHEST MOUNTAIN
 GY3267'IN THE VICINITY.  IT IS 15 FEET NORTHEAST OF A LARGE OAK TREE WITH A
 GY3267'LARGE TRIANGLE BLAZE ON THE NORTHEAST SIDE AND 5 FEET
 GY3267'SOUTHWEST OF A WHITE WITNESS POST.  THE DISK IS SET FLUSH IN THE TOP
 GY3267'OF A SMALL BOULDER WHICH PROJECTS ABOUT 6 INCHES AND IS
 GY3267'STAMPED CLEMENTS 1934.
 GY3267'
 GY3267'REFERENCE MARK NO.1 IS 165.85 FEET NORTH OF STATION.  THE DISK IS SET
 GY3267'FLUSH IN THE TOP OF A BOULDER WHICH PROJECTS ABOUT 2 INCHES AND IS
 GY3267'STAMPED CLEMENTS NO 1 1934.
 GY3267'
 GY3267'REFERENCE MARK NO.2 IS 65.43 FEET NORTHWEST OF STATION.  THE DISK IS
 GY3267'SET FLUSH IN THE TOP OF A BOULDER WHICH PROJECTS ABOUT 4 INCHES
 GY3267'AND IS STAMPED CLEMENTS NO 2 1934.
 GY3267'
 GY3267'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTH OF STATION, 24 FEET
 GY3267'NORTHWEST OF TWO 6-INCH OAK TREES (ONE ON EACH SIDE OF TRAIL) WITH
 GY3267'TWO TRIANGLE BLAZES ON THE SOUTH SIDE OF EACH TREE AND 22 FEET
 GY3267'NORTHWEST OF A WHITE WITNESS POST.  THE DISK IS SET FLUSH IN THE TOP
 GY3267'OF A BOULDER WHICH IS FLUSH WITH THE GROUND AND IS STAMPED CLEMENTS
 GY3267'1934.
 GY3267'
 GY3267'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 30 AND 15, WHICH
 GY3267'IS ABOUT 3 MILES SOUTHEAST OF JACKSON, GO SOUTHEAST ON
 GY3267'HIGHWAY 15 FOR 18.4 MILES TO A GRAVEL T ROAD LEFT, THIS IS ABOUT 100
 GY3267'YARDS EAST OF THE BREATHITT-PERRY COUNTY LINE, TURN LEFT ON
 GY3267'GRAVEL ROAD AND GO NORTH AND EAST FOR 4.2 MILES TO A Y JUNCTION, TURN
 GY3267'LEFT AND FOLLOW MAIN GRAVEL ROAD NORTH FOR 0.6 MILE TO AN
 GY3267'ABANDONED CCC CAMP AND ANOTHER Y JUNCTION JUST BEFORE REACHING CAMP,
 GY3267'TURN LEFT AND FOLLOW MAIN DIRT ROAD FOR 2.5 MILES TO A T ROAD LEFT,
 GY3267'TRIANGLE BLAZED TREE ON LEFT BEYOND ROAD LEFT, TURN LEFT AND GO
 GY3267'NORTH FOR 0.15 MILE TO A TRIANGLE BLAZED TREE ON RIGHT AND END OF
 GY3267'TRUCK TRAVEL.  FROM HERE PACK ACROSS CREEK TO THE EAST, TURN
 GY3267'LEFT JUST ACROSS CREEK FOLLOWING DIM TRAIL ACROSS ANOTHER CREEK AND
 GY3267'UP SIDE OF MOUNTAIN FOR ABOUT 1 MILE TO THE AZIMUTH MARK ON LEFT AS
 GY3267'DESCRIBED, CONTINUE AHEAD ON MAIN TRAIL FOR ABOUT 0.5 MILE TO THE TOP
 GY3267'OF MOUNTAIN AND STATION AS DESCRIBED.  THIS IS APPROXIMATELY 1
 GY3267'1/2 MILES-1 HOUR PACK.
 GY3267'
 GY3267'NOTE-ALL MARKS STAMPED CLEMENTS HOWEVER ALL RECORDS LIST NAME AS
 GY3267'CLEMENT.
 GY3267'
 GY3267'HEIGHT OF LIGHT ABOVE STATION MARK-26 METERS.
 GY3267
 GY3267                          STATION RECOVERY (1954)
 GY3267
 GY3267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GY3267'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1317 ***********************************************************************
 HA1317  DESIGNATION -  CLIFF
 HA1317  PID         -  HA1317
 HA1317  STATE/COUNTY-  KY/HARDIN
 HA1317  USGS QUAD   -  HOWE VALLEY (1991)
 HA1317
 HA1317                         *CURRENT SURVEY CONTROL
 HA1317  ___________________________________________________________________
 HA1317* NAD 83(1993)-  37 39 59.69102(N)    086 06 48.95450(W)     ADJUSTED  
 HA1317* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 HA1317  ___________________________________________________________________
 HA1317  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 HA1317  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HA1317
 HA1317  HORZ ORDER  -  SECOND
 HA1317
 HA1317.The horizontal coordinates were established by classical geodetic methods
 HA1317.and adjusted by the National Geodetic Survey in December 1995..
 HA1317
 HA1317.The orthometric height was scaled from a topographic map.
 HA1317
 HA1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1317
 HA1317.The geoid height was determined by GEOID03.
 HA1317
 HA1317;                    North         East     Units Scale Factor Converg.
 HA1317;SPC KY1Z     - 1,148,029.563 1,467,923.120   MT  0.99991161   -0 13 23.6
 HA1317;SPC KY1Z     - 3,766,493.66  4,816,011.10   sFT  0.99991161   -0 13 23.6
 HA1317;SPC KY S     -   648,020.144   467,921.496   MT  0.99996219   -0 13 13.8
 HA1317;SPC KY S     - 2,126,046.09  1,535,172.44   sFT  0.99996219   -0 13 13.8
 HA1317;UTM  16      - 4,169,192.057   578,175.511   MT  0.99967527   +0 32 30.0
 HA1317
 HA1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1317!SPC KY1Z     -   0.99996160  x   0.99991161  =   0.99987322
 HA1317!SPC KY S     -   0.99996160  x   0.99996219  =   0.99992379
 HA1317!UTM  16      -   0.99996160  x   0.99967527  =   0.99963688
 HA1317
 HA1317|---------------------------------------------------------------------|
 HA1317| PID    Reference Object                     Distance      Geod. Az  |
 HA1317|                                                           dddmmss.s |
 HA1317| CG8328 CLIFF RM 1                           26.199 METERS 02302     |
 HA1317| CG8327 CLIFF AZ MK                                        0634223.8 |
 HA1317| GZ2815 AIRWAY BEACON 75 A                  APPROX.19.3 KM 1111451.7 |
 HA1317| CG8329 CLIFF RM 2                           23.516 METERS 20605     |
 HA1317|---------------------------------------------------------------------|
 HA1317
 HA1317                          SUPERSEDED SURVEY CONTROL
 HA1317
 HA1317  NAD 83(1986)-  37 39 59.69869(N)    086 06 48.96124(W) AD(       ) 2
 HA1317  NAD 27      -  37 39 59.47300(N)    086 06 49.07900(W) AD(       ) 2
 HA1317
 HA1317.Superseded values are not recommended for survey control.
 HA1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1317.See file dsdata.txt to determine how the superseded data were derived.
 HA1317
 HA1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7817669192(NAD 83)
 HA1317_MARKER: DS = TRIANGULATION STATION DISK
 HA1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1317
 HA1317  HISTORY     - Date     Condition        Report By
 HA1317  HISTORY     - 1950     MONUMENTED       CGS
 HA1317
 HA1317                          STATION DESCRIPTION
 HA1317
 HA1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1317'STATION IS LOCATED ABOUT 16 MILES NORTHEAST OF LEITCHFIELD, 15 MILES
 HA1317'WEST OF ELIZABETHTOWN AND 12 MILES SOUTHWEST OF VINE GROVE ON THE
 HA1317'WEST SIDE OF AN OPEN AREA ON TOP OF A HILL.  IT IS 20 FEET SOUTHWEST
 HA1317'OF A 12-INCH OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTHEAST
 HA1317'SIDE, 5 FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTHEAST
 HA1317'OF A FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 HA1317'STAMPED CLIFF 1950.
 HA1317'
 HA1317'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHEAST OF A FENCE LINE.  THE MARK
 HA1317'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CLIFF NO 1 1950.
 HA1317'
 HA1317'REFERENCE MARK NO. 2 IS 3 FEET SOUTHEAST OF FENCE LINE.  THE MARK
 HA1317'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CLIFF NO 2
 HA1317'1950.
 HA1317'
 HA1317'AZIMUTH MARK IS 15 FEET SOUTH OF A FENCE CORNER POST, 14 FEET
 HA1317'NORTHWEST OF CENTER OF A DIRT ROAD AND 1 FOOT SOUTH OF A WHITE
 HA1317'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HA1317'STAMPED CLIFF 1950.
 HA1317'
 HA1317'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 31 W IN
 HA1317'ELIZABETHTOWN, GO SOUTHWEST ON HIGHWAY 62 FOR 5.5 MILES TO THE
 HA1317'JUNCTION OF STATE HIGHWAY 86, TURN RIGHT ON HIGHWAY 86 AND GO EAST
 HA1317'FOR 9.1 MILES TO A GRAVEL T ROAD LEFT AND A FRAME HOUSE ON
 HA1317'RIGHT, TURN LEFT AND GO SOUTH FOR 0.7 MILE TO A GRAVEL T ROAD LEFT,
 HA1317'KEEP STRAIGHT AHEAD, RIGHT, AND GO SOUTH FOR 0.6 MILE TO THE
 HA1317'AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE AHEAD FOR 0.3 MILE TO A
 HA1317'ROAD FORK, TURN RIGHT THROUGH A GATE AND GO SOUTHWEST FOR 0.2 MILE
 HA1317'TO ANOTHER ROAD FORK, TURN RIGHT UPHILL AND FOLLOW MAIN TRACK
 HA1317'WOODS ROAD FOR 0.5 MILE TO EDGE OF WOODS AND OPEN FIELD, CONTINUE
 HA1317'AHEAD, WEST ACROSS OPEN FIELD FOR 0.1 MILE TO THE STATION NEAR
 HA1317'TRIANGLE BLAZED OAK TREE AS DESCRIBED.
 HA1317'
 HA1317'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1432 ***********************************************************************
 HA1432  DESIGNATION -  CLIFF
 HA1432  PID         -  HA1432
 HA1432  STATE/COUNTY-  KY/WARREN
 HA1432  USGS QUAD   -  SUGAR GROVE (1973)
 HA1432
 HA1432                         *CURRENT SURVEY CONTROL
 HA1432  ___________________________________________________________________
 HA1432* NAD 83(1993)-  37 06 02.07799(N)    086 37 48.46386(W)     ADJUSTED  
 HA1432* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 HA1432  ___________________________________________________________________
 HA1432  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 HA1432  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HA1432
 HA1432  HORZ ORDER  -  SECOND
 HA1432
 HA1432.The horizontal coordinates were established by classical geodetic methods
 HA1432.and adjusted by the National Geodetic Survey in December 1995..
 HA1432
 HA1432.The orthometric height was scaled from a topographic map.
 HA1432
 HA1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1432
 HA1432.The geoid height was determined by GEOID03.
 HA1432
 HA1432;                    North         East     Units Scale Factor Converg.
 HA1432;SPC KY1Z     - 1,085,521.593 1,421,763.046   MT  0.99999592   -0 32 25.3
 HA1432;SPC KY1Z     - 3,561,415.43  4,664,567.59   sFT  0.99999592   -0 32 25.3
 HA1432;SPC KY S     -   585,508.155   421,766.324   MT  0.99995367   -0 32 01.6
 HA1432;SPC KY S     - 1,920,954.67  1,383,745.01   sFT  0.99995367   -0 32 01.6
 HA1432;UTM  16      - 4,106,093.815   532,866.346   MT  0.99961331   +0 13 23.2
 HA1432
 HA1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1432!SPC KY1Z     -   0.99996652  x   0.99999592  =   0.99996244
 HA1432!SPC KY S     -   0.99996652  x   0.99995367  =   0.99992019
 HA1432!UTM  16      -   0.99996652  x   0.99961331  =   0.99957984
 HA1432
 HA1432|---------------------------------------------------------------------|
 HA1432| PID    Reference Object                     Distance      Geod. Az  |
 HA1432|                                                           dddmmss.s |
 HA1432| HA1433 HADLEY MID VALLEY OIL RAD TWR        51.744 METERS 00945     |
 HA1432| CG8331 CLIFF RM 1                           24.592 METERS 01355     |
 HA1432| CG8332 CLIFF RM 2                           24.334 METERS 09922     |
 HA1432| CG8330 CLIFF AZ MK                                        2021303.0 |
 HA1432|---------------------------------------------------------------------|
 HA1432
 HA1432                          SUPERSEDED SURVEY CONTROL
 HA1432
 HA1432  NAD 83(1986)-  37 06 02.08756(N)    086 37 48.46950(W) AD(       ) 2
 HA1432  NAD 27      -  37 06 01.93100(N)    086 37 48.50400(W) AD(       ) 2
 HA1432
 HA1432.Superseded values are not recommended for survey control.
 HA1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1432.See file dsdata.txt to determine how the superseded data were derived.
 HA1432
 HA1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3286606094(NAD 83)
 HA1432_MARKER: DS = TRIANGULATION STATION DISK
 HA1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1432
 HA1432  HISTORY     - Date     Condition        Report By
 HA1432  HISTORY     - 1952     MONUMENTED       CGS
 HA1432
 HA1432                          STATION DESCRIPTION
 HA1432
 HA1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1432'STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF BOWLING GREEN AND 1
 HA1432'MILE NORTH OF THE SMALL VILLAGE OF HADLEY ON THE HIGHEST POINT
 HA1432'OF A PROMINENT HILL LOCALLY KNOWN AS BIG CLIFTY NEAR THE SITE OF THE
 HA1432'MID VALLEY OIL COMPANY RADIO RELAY TOWER AND ON LAND OWNED BY MRS.
 HA1432'JOHN MC DANIELS.  IT IS 162 FEET SOUTH OF THE SOUTHEAST CORNER OF
 HA1432'SMALL STONE BUILDING, 21 FEET WEST OF THE CENTER OF GRAVEL ROAD AND
 HA1432'6 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 HA1432'THE DISK STAMPED CLIFF 1952.
 HA1432'
 HA1432'REFERENCE MARK NO. 1 IS 10 FEET WEST OF THE CENTER OF GRAVEL ROAD.
 HA1432'THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED CLIFF NO 1 1952.
 HA1432'
 HA1432'REFERENCE MARK NO. 2 IS 12 FEET NORTH OF THE CENTER OF WOODS ROAD AND
 HA1432'2 FEET NORTH OF FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 HA1432'DISK STAMPED CLIFF NO 2 1952.
 HA1432'
 HA1432'THE AZIMUTH MARK IS 25 FEET NORTH OF THE CENTER OF STATE HIGHWAY 71,
 HA1432'6 FEET SOUTH OF FENCE LINE AND 3 FEET EAST OF A WHITE WITNESS
 HA1432'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED CLIFF 1952.
 HA1432'
 HA1432'TO REACH THE STATION FROM THEJUNCTION OF U.S. HIGHWAY 68 AND STATE
 HA1432'HIGHWAY 71 AT 13TH AND COLLEGE STREET IN THE SOUTHWEST EDGE
 HA1432'OF BOWLING GREEN, GO WEST ON STATE HIGHWAY 71 FOR 10.55 MILES TO A
 HA1432'STEEL BRIDGE OVER CREEK, CONTINUE WEST ON HIGHWAY 71 FOR 0.9 MILE TO
 HA1432'SCHOOL HOUSE ON THE LEFT IN THE EAST EDGE OF THE SMALL VILLAGE OF
 HA1432'HADLEY, CONTINUE WEST ON HIGHWAY 71 FOR 2.85 MILES TO THE AZIMUTH
 HA1432'MARK ON THE NORTH SIDE AS DESCRIBED, CONTINUE WEST ON HIGHWAY FOR
 HA1432'0.15 MILE TO GRAVELED SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW WINDING
 HA1432'GRAVELED ROAD NORTH AND EAST FOR 0.75 MILE TO THE STATION ON THE LEFT
 HA1432'AS DESCRIBED.
 HA1432'
 HA1432'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2432 ***********************************************************************
 GC2432  DESIGNATION -  CLIFTY 1950
 GC2432  PID         -  GC2432
 GC2432  STATE/COUNTY-  KY/TODD
 GC2432  USGS QUAD   -  ALLEGRE (1985)
 GC2432
 GC2432                         *CURRENT SURVEY CONTROL
 GC2432  ___________________________________________________________________
 GC2432* NAD 83(1993)-  36 57 19.14278(N)    087 08 50.66685(W)     ADJUSTED  
 GC2432* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 GC2432  ___________________________________________________________________
 GC2432  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GC2432  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GC2432
 GC2432  HORZ ORDER  -  FIRST
 GC2432
 GC2432.The horizontal coordinates were established by classical geodetic methods
 GC2432.and adjusted by the National Geodetic Survey in December 1995..
 GC2432
 GC2432.The orthometric height was scaled from a topographic map.
 GC2432
 GC2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2432
 GC2432.The geoid height was determined by GEOID03.
 GC2432
 GC2432;                    North         East     Units Scale Factor Converg.
 GC2432;SPC KY1Z     - 1,069,963.609 1,375,542.212   MT  1.00003309   -0 51 28.6
 GC2432;SPC KY1Z     - 3,510,372.27  4,512,924.74   sFT  1.00003309   -0 51 28.6
 GC2432;SPC KY S     -   569,944.124   375,550.309   MT  0.99996713   -0 50 50.9
 GC2432;SPC KY S     - 1,869,891.68  1,232,117.97   sFT  0.99996713   -0 50 50.9
 GC2432;UTM  16      - 4,089,925.756   486,876.589   MT  0.99960212   -0 05 19.0
 GC2432
 GC2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2432!SPC KY1Z     -   0.99996247  x   1.00003309  =   0.99999556
 GC2432!SPC KY S     -   0.99996247  x   0.99996713  =   0.99992960
 GC2432!UTM  16      -   0.99996247  x   0.99960212  =   0.99956460
 GC2432
 GC2432|---------------------------------------------------------------------|
 GC2432| PID    Reference Object                     Distance      Geod. Az  |
 GC2432|                                                           dddmmss.s |
 GC2432| CG5116 CLIFTY RM 1                          27.030 METERS 01308     |
 GC2432| GC2498 FAIRVIEW JEFFERSON DAVIS MON        APPROX.18.5 KM 2272115.6 |
 GC2432| CG5117 CLIFTY RM 2                          24.894 METERS 26543     |
 GC2432| CG5115 CLIFTY AZ MK                                       3033352.5 |
 GC2432|---------------------------------------------------------------------|
 GC2432
 GC2432                          SUPERSEDED SURVEY CONTROL
 GC2432
 GC2432  NAD 83(1986)-  36 57 19.15307(N)    087 08 50.67193(W) AD(       ) 1
 GC2432  NAD 27      -  36 57 19.00800(N)    087 08 50.67900(W) AD(       ) 1
 GC2432
 GC2432.Superseded values are not recommended for survey control.
 GC2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2432.See file dsdata.txt to determine how the superseded data were derived.
 GC2432
 GC2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8687789926(NAD 83)
 GC2432_MARKER: DS = TRIANGULATION STATION DISK
 GC2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2432_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2432+STABILITY: SURFACE MOTION
 GC2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2432+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2003
 GC2432
 GC2432  HISTORY     - Date     Condition        Report By
 GC2432  HISTORY     - 1950     MONUMENTED       CGS
 GC2432  HISTORY     - 1952     GOOD             CGS
 GC2432  HISTORY     - 20030320 GOOD             PENRIL
 GC2432
 GC2432                          STATION DESCRIPTION
 GC2432
 GC2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2432'STATION IS LOCATED ABOUT 20 MILES SOUTH OF GREENVILLE AND 3 MILES
 GC2432'SOUTH OF CLIFTY CONSOLIDATED SCHOOL AND ON LAND OWNED BY MR.
 GC2432'WINDERS. IT IS 57 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN, 29
 GC2432'FEET WEST OF A FENCE CORNER, 9 FEET NORTH OF OF A FENCELINE AND 8
 GC2432'FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES
 GC2432'AND THE DISK IS STAMPED CLIFTY 1950.
 GC2432'
 GC2432'REFERENCE MARK NO. 1 IS 16 FEET EAST OF THE CENTER OF A GATE, 1.5
 GC2432'FEET WEST OF THE NORTHWEST CORNER OF CORN CRIB AND 1 FOOT SOUTH OF
 GC2432'A FENCELINE. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 GC2432'CLIFTY NO 1 1950.
 GC2432'
 GC2432'REFERENCE MARK NO. 2 IS 55 FEET WEST OF A FENCE CORNER AND 1 FOOT
 GC2432'SOUTH OF A FENCE. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 GC2432'IS STAMPED CLIFTY NO 2 1950.
 GC2432'
 GC2432'AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF STATE HIGHWAY 181 AND
 GC2432'2.5 FEET SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4
 GC2432'INCHES AND THE DISK IS STAMPED CLIFTY 1950.
 GC2432'
 GC2432'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 GC2432'HIGHWAY 181 IN GREENSVILLE, GO S ON STATE HIGHWAY 181 FOR 16.1
 GC2432'MILES TO THE CLIFTY CONSOLIDATED SCHOOL ON THE RIGHT, CONTINUE SOUTH
 GC2432'ON THE HIGHWAY FOR 3.0 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 GC2432'DESCRIBED, CONTINUE 0.1 MILE TO A T-ROAD LEFT, TURN LEFT AND GO 0.2
 GC2432'MILE TO THE TOP OF A HILL AND AN OLD BARN ON THE LEFT AND A FARM
 GC2432'ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE TO MR. WINDERS BARN AND
 GC2432'STATION AS DESCRIBED.
 GC2432'
 GC2432'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2432
 GC2432                          STATION RECOVERY (1952)
 GC2432
 GC2432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2432'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GC2432'CONDITION. THE OLD DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 GC2432'ADDITION. STATION IS ON PROPERTY OWNED BY MR. R.M. WINDERS.
 GC2432'
 GC2432'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2432
 GC2432                          STATION RECOVERY (2003)
 GC2432
 GC2432'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2003 (RL)
 GC2432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2932 ***********************************************************************
 GZ2932  DESIGNATION -  CLIMAX
 GZ2932  PID         -  GZ2932
 GZ2932  STATE/COUNTY-  KY/ROCKCASTLE
 GZ2932  USGS QUAD   -  JOHNETTA (1987)
 GZ2932
 GZ2932                         *CURRENT SURVEY CONTROL
 GZ2932  ___________________________________________________________________
 GZ2932* NAD 83(1993)-  37 27 37.74294(N)    084 14 25.81762(W)     ADJUSTED  
 GZ2932* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 GZ2932  ___________________________________________________________________
 GZ2932  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GZ2932  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GZ2932
 GZ2932  HORZ ORDER  -  THIRD
 GZ2932
 GZ2932.The horizontal coordinates were established by classical geodetic methods
 GZ2932.and adjusted by the National Geodetic Survey in December 1995..
 GZ2932
 GZ2932.The orthometric height was scaled from a topographic map.
 GZ2932
 GZ2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2932
 GZ2932.The geoid height was determined by GEOID03.
 GZ2932
 GZ2932;                    North         East     Units Scale Factor Converg.
 GZ2932;SPC KY1Z     - 1,126,174.575 1,633,533.063   MT  0.99993113   +0 55 36.4
 GZ2932;SPC KY1Z     - 3,694,791.08  5,359,349.72   sFT  0.99993113   +0 55 36.4
 GZ2932;SPC KY S     -   626,151.976   633,535.433   MT  0.99994782   +0 54 55.6
 GZ2932;SPC KY S     - 2,054,300.27  2,078,524.17   sFT  0.99994782   +0 54 55.6
 GZ2932;UTM  16      - 4,149,533.638   744,065.228   MT  1.00033381   +1 40 45.1
 GZ2932
 GZ2932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2932!SPC KY1Z     -   0.99993052  x   0.99993113  =   0.99986165
 GZ2932!SPC KY S     -   0.99993052  x   0.99994782  =   0.99987834
 GZ2932!UTM  16      -   0.99993052  x   1.00033381  =   1.00026430
 GZ2932
 GZ2932:                Primary Azimuth Mark                     Grid Az
 GZ2932:SPC KY1Z     -  NEW HOPE                                 168 15 40.1
 GZ2932:SPC KY S     -  NEW HOPE                                 168 16 20.9
 GZ2932:UTM  16      -  NEW HOPE                                 167 30 31.4
 GZ2932
 GZ2932|---------------------------------------------------------------------|
 GZ2932| PID    Reference Object                     Distance      Geod. Az  |
 GZ2932|                                                           dddmmss.s |
 GZ2932| GZ2934 NEW HOPE                            APPROX. 5.8 KM 1691116.5 |
 GZ2932| DB9036 CLIMAX RM 1                          24.944 METERS 18155     |
 GZ2932| DB9037 CLIMAX RM 2                          26.153 METERS 26350     |
 GZ2932|---------------------------------------------------------------------|
 GZ2932
 GZ2932                          SUPERSEDED SURVEY CONTROL
 GZ2932
 GZ2932  NAD 83(1986)-  37 27 37.74951(N)    084 14 25.82283(W) AD(       ) 3
 GZ2932  NAD 27      -  37 27 37.44800(N)    084 14 26.06100(W) AD(       ) 3
 GZ2932
 GZ2932.Superseded values are not recommended for survey control.
 GZ2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2932.See file dsdata.txt to determine how the superseded data were derived.
 GZ2932
 GZ2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4406549534(NAD 83)
 GZ2932_MARKER: DS = TRIANGULATION STATION DISK
 GZ2932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2932
 GZ2932  HISTORY     - Date     Condition        Report By
 GZ2932  HISTORY     - 1951     MONUMENTED       CGS
 GZ2932
 GZ2932                          STATION DESCRIPTION
 GZ2932
 GZ2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2932'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF MT. VERNON AND 8 MILES
 GZ2932'SOUTHEAST OF BEREA ON THE HIGHEST POINT OF A ROUND TOPPED
 GZ2932'TIMBERED HILL AND ON LAND OWNED BY THE U.S. FOREST SERVICE.  IT IS 55
 GZ2932'FEET WEST OF A TRIANGULAR BLAZED 24-INCH OAK TREE, 25 FEET NORTH
 GZ2932'OF CENTER OF AN OLD LOGGING ROAD AND 6 FEET SOUTHEAST OF A WHITE
 GZ2932'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GZ2932'STAMPED CLIMAX 1951.
 GZ2932'
 GZ2932'REFERENCE MARK NO. 1 IS SET ON THE SOUTH SLOPE OF HILL, 10 FEET SOUTH
 GZ2932'OF CENTER OF LOGGING ROAD AND ABOUT 6 FEET LOWER IN ELEVATION
 GZ2932'THAN STATION MARK.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 GZ2932'STAMPED CLIMAX NO 1 1951.
 GZ2932'
 GZ2932'REFERENCE MARK NO. 2 IS SET ON THE WEST SLOPE OF HILL AND ABOUT 2
 GZ2932'FEET LOWER IN ELEVATION THAN STATION MARK.  THE MARK PROJECTS
 GZ2932'ABOUT 6 INCHES AND THE DISK IS STAMPED CLIMAX NO 2 1951.
 GZ2932'
 GZ2932'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GZ2932'
 GZ2932'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 GZ2932'HIGHWAY 21, IN THE EASTERN SECTION OF BEREA, GO SOUTH ON A
 GZ2932'BLACK TOP ROAD (SPRING STREET) FOR 4.9 MILES TO A ROAD FORK, TURN
 GZ2932'LEFT, DOWN HILL AND FOLLOW MAIN TRAVELED ROAD FOR 2.25
 GZ2932'MILES TO ANOTHER ROAD FORK, TURN SHARP RIGHT AND FOLLOW MAIN TRAVELED
 GZ2932'ROAD FOR 0.75 MILE TO A ROAD FORK, BEAR LEFT AND CONTINUE AHEAD
 GZ2932'FOR 0.65 MILE TO A ROAD FORK JUST AFTER PASSING A BARN ON THE RIGHT,
 GZ2932'BEAR LEFT AND CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO A ROAD
 GZ2932'FORK TURN RIGHT ON MAIN TRAVELED ROAD AND CONTINUE UP HILL FOR 1
 GZ2932'MILE TO A CROSSROAD JUST W OF SMALL COUNTRY STORE, TURN RIGHT AND
 GZ2932'FOLLOW ROAD UP THROUGH WOODED AREA FOR 0.5 MILE TO A DIM ROAD FORK,
 GZ2932'TURN LEFT UP SMALL HILL FOR 0.05 MILE TO THE HIGHEST POINT AND
 GZ2932'STATION AS DESCRIBED.
 GZ2932'
 GZ2932'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2465 ***********************************************************************
 HY2465  DESIGNATION -  CLINKEN
 HY2465  PID         -  HY2465
 HY2465  STATE/COUNTY-  KY/NICHOLAS
 HY2465  USGS QUAD   -  MOOREFIELD (1978)
 HY2465
 HY2465                         *CURRENT SURVEY CONTROL
 HY2465  ___________________________________________________________________
 HY2465* NAD 83(1993)-  38 17 53.28574(N)    083 59 09.26594(W)     ADJUSTED  
 HY2465* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 HY2465  ___________________________________________________________________
 HY2465  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 HY2465  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HY2465
 HY2465  HORZ ORDER  -  SECOND
 HY2465
 HY2465.The horizontal coordinates were established by classical geodetic methods
 HY2465.and adjusted by the National Geodetic Survey in December 1995..
 HY2465
 HY2465.The orthometric height was scaled from a topographic map.
 HY2465
 HY2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2465
 HY2465.The geoid height was determined by GEOID03.
 HY2465
 HY2465;                    North         East     Units Scale Factor Converg.
 HY2465;SPC KY1Z     - 1,219,519.351 1,654,295.539   MT  0.99993196   +1 04 59.1
 HY2465;SPC KY1Z     - 4,001,039.74  5,427,467.95   sFT  0.99993196   +1 04 59.1
 HY2465;SPC KY N     -    88,623.438   523,100.891   MT  0.99996641   +0 09 51.4
 HY2465;SPC KY N     -   290,758.73  1,716,206.84   sFT  0.99996641   +0 09 51.4
 HY2465;UTM  17      - 4,243,113.456   238,882.535   MT  1.00043978   -1 51 05.7
 HY2465;UTM  16      - 4,243,193.531   763,582.823   MT  1.00045572   +1 52 08.7
 HY2465
 HY2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2465!SPC KY1Z     -   0.99995415  x   0.99993196  =   0.99988611
 HY2465!SPC KY N     -   0.99995415  x   0.99996641  =   0.99992056
 HY2465!UTM  17      -   0.99995415  x   1.00043978  =   1.00039391
 HY2465!UTM  16      -   0.99995415  x   1.00045572  =   1.00040984
 HY2465
 HY2465|---------------------------------------------------------------------|
 HY2465| PID    Reference Object                     Distance      Geod. Az  |
 HY2465|                                                           dddmmss.s |
 HY2465| DB9051 CLINKEN RM 1                          4.677 METERS 03947     |
 HY2465| DB9050 CLINKEN AZ MK                                      0773108.3 |
 HY2465| HZ2387 CARLISLE EAST MUNICIPAL TANK        APPROX. 4.6 KM 2864606.2 |
 HY2465| DB9052 CLINKEN RM 2                          4.682 METERS 30747     |
 HY2465|---------------------------------------------------------------------|
 HY2465
 HY2465                          SUPERSEDED SURVEY CONTROL
 HY2465
 HY2465  NAD 83(1986)-  38 17 53.29286(N)    083 59 09.27376(W) AD(       ) 2
 HY2465  NAD 27      -  38 17 53.01600(N)    083 59 09.54200(W) AD(       ) 2
 HY2465
 HY2465.Superseded values are not recommended for survey control.
 HY2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2465.See file dsdata.txt to determine how the superseded data were derived.
 HY2465
 HY2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC3888343113(NAD 83)
 HY2465_MARKER: DS = TRIANGULATION STATION DISK
 HY2465_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HY2465
 HY2465  HISTORY     - Date     Condition        Report By
 HY2465  HISTORY     - 1954     MONUMENTED       CGS
 HY2465
 HY2465                          STATION DESCRIPTION
 HY2465
 HY2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2465'STATION IS LOCATED ABOUT 3 MILES EAST OF CARLISLE AND IS ON PROPERTY
 HY2465'OWNED BY JOHN CLINKENBEARD.  IT IS 15 FEET SOUTH OF A 6 INCH CHERRY
 HY2465'TREE, 12 FEET SOUTH OF A FENCE LINE AND 12 FEET SOUTHEAST OF A
 HY2465'WHITE WITNESS POST.  THE MARK IS 24 INCHES BELOW THE SURFACE AND
 HY2465'THE DISK IS STAMPED CLINKEN 1954.
 HY2465'
 HY2465'REFERENCE MARK NO.1 IS 13 FEET EAST OF A WHITE WITNESS POST, 2 FEET
 HY2465'SOUTHEAST OF THE CHERRY TREE AND 1 FOOT SOUTH OF A FENCE LINE.  THE
 HY2465'MARK IS FLUSH AND THE DISK IS STAMPED CLINKEN NO 1 1954.
 HY2465'
 HY2465'REFERENCE MARK NO.2 IS 10 FEET WEST OF A WHITE WITNESS POST AND 1
 HY2465'FOOT SOUTH OF THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 HY2465'STAMPED CLINKEN NO 2 1954.
 HY2465'
 HY2465'AZIMUTH MARK IS 16 FEET EAST OF THE CENTER OF A FARM LANE, 5 FEET
 HY2465'SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE
 HY2465'MARK IS FLUSH AND THE DISK IS STAMPED CLINKEN 1954.
 HY2465'
 HY2465'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 36 AND 32 IN
 HY2465'CARLISLE, GO EAST ON HIGHWAY 36 FOR 3.15 MILES TO A FARM DRIVE ON
 HY2465'THE RIGHT, TURN AND GO SOUTH FOR 0.1 MILE TO A GATE AND A FRAME
 HY2465'HOUSE ON THE RIGHT, CONTINUE STRAIGHT AHEAD PASSING THROUGH GATE
 HY2465'AND GO SOUTH ON FARM LANE FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 HY2465'LEFT AS DESCRIBED.  CONTINUE AHEAD ON FARM LANE FOR 0.15 MILE TO A
 HY2465'GATE ON THE RIGHT.  (THIS IS ABOUT 0.05 MILE NORTH OF A FRAME HOUSE).
 HY2465'TURN RIGHT THROUGH GATE AND GO ABOUT 0.2 MILE NORTHWEST ACROSS
 HY2465'PASTURE TO THE STATION AS DESCRIBED.
 HY2465'
 HY2465'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1461 ***********************************************************************
 HA1461  DESIGNATION -  CLOVERPORT MUNICIPAL TANK
 HA1461  PID         -  HA1461
 HA1461  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1461  USGS QUAD   -  CLOVERPORT (1978)
 HA1461
 HA1461                         *CURRENT SURVEY CONTROL
 HA1461  ___________________________________________________________________
 HA1461* NAD 83(1993)-  37 50 05.79078(N)    086 37 58.87432(W)     ADJUSTED  
 HA1461* NAVD 88     -                                                        
 HA1461  ___________________________________________________________________
 HA1461  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 HA1461  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HA1461
 HA1461  HORZ ORDER  -  THIRD
 HA1461
 HA1461.The horizontal coordinates were established by classical geodetic methods
 HA1461.and adjusted by the National Geodetic Survey in December 1995..
 HA1461
 HA1461
 HA1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1461
 HA1461.The geoid height was determined by GEOID03.
 HA1461
 HA1461;                    North         East     Units Scale Factor Converg.
 HA1461;SPC KY1Z     - 1,167,019.754 1,422,277.141   MT  0.99990520   -0 32 31.7
 HA1461;SPC KY1Z     - 3,828,797.31  4,666,254.25   sFT  0.99990520   -0 32 31.7
 HA1461;SPC KY S     -   667,007.837   422,271.025   MT  0.99998352   -0 32 07.9
 HA1461;SPC KY S     - 2,188,341.55  1,385,400.85   sFT  0.99998352   -0 32 07.9
 HA1461;SPC IN W     -   287,269.575   939,639.338   MT  0.99998601   +0 16 34.4
 HA1461;SPC IN W     -   942,483.60  3,082,800.06   sFT  0.99998601   +0 16 34.4
 HA1461;UTM  16      - 4,187,565.170   532,291.944   MT  0.99961284   +0 13 30.4
 HA1461
 HA1461                          SUPERSEDED SURVEY CONTROL
 HA1461
 HA1461  NAD 83(1986)-  37 50 05.79863(N)    086 37 58.87910(W) AD(       ) 4
 HA1461  NAD 27      -  37 50 05.59700(N)    086 37 58.93600(W) AD(       ) 3
 HA1461
 HA1461.Superseded values are not recommended for survey control.
 HA1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1461.See file dsdata.txt to determine how the superseded data were derived.
 HA1461
 HA1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3229287565(NAD 83)
 HA1461_MARKER: 51 = TANK
 HA1461
 HA1461  HISTORY     - Date     Condition        Report By
 HA1461  HISTORY     - 1946     FIRST OBSERVED   CGS
 HA1461
 HA1461                          STATION DESCRIPTION
 HA1461
 HA1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1461'THE STATION IS THE BALL ON THE TOP OF THE TANK, LOCATED ON THE EAST
 HA1461'EDGE OF CLOVERPORT.  IT IS MADE OF STEEL AND IS ABOUT 150 FEET
 HA1461'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1459 ***********************************************************************
 HA1459  DESIGNATION -  CLOVERPORT MURRAY BRICK CO STK
 HA1459  PID         -  HA1459
 HA1459  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1459  USGS QUAD   -  MATTINGLY (1970)
 HA1459
 HA1459                         *CURRENT SURVEY CONTROL
 HA1459  ___________________________________________________________________
 HA1459* NAD 83(1993)-  37 50 33.10649(N)    086 37 21.39150(W)     ADJUSTED  
 HA1459* NAVD 88     -                                                        
 HA1459  ___________________________________________________________________
 HA1459  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 HA1459  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HA1459
 HA1459  HORZ ORDER  -  THIRD
 HA1459
 HA1459.The horizontal coordinates were established by classical geodetic methods
 HA1459.and adjusted by the National Geodetic Survey in December 1995..
 HA1459
 HA1459
 HA1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1459
 HA1459.The geoid height was determined by GEOID03.
 HA1459
 HA1459;                    North         East     Units Scale Factor Converg.
 HA1459;SPC KY1Z     - 1,167,853.201 1,423,201.436   MT  0.99990512   -0 32 08.7
 HA1459;SPC KY1Z     - 3,831,531.71  4,669,286.71   sFT  0.99990512   -0 32 08.7
 HA1459;SPC KY S     -   667,841.456   423,195.297   MT  0.99998469   -0 31 45.1
 HA1459;SPC KY S     - 2,191,076.51  1,388,433.24   sFT  0.99998469   -0 31 45.1
 HA1459;SPC IN W     -   288,116.208   940,551.708   MT  0.99998691   +0 16 57.6
 HA1459;SPC IN W     -   945,261.26  3,085,793.40   sFT  0.99998691   +0 16 57.6
 HA1459;UTM  16      - 4,188,410.673   533,204.729   MT  0.99961358   +0 13 53.5
 HA1459
 HA1459                          SUPERSEDED SURVEY CONTROL
 HA1459
 HA1459  NAD 83(1986)-  37 50 33.11422(N)    086 37 21.39636(W) AD(       ) 4
 HA1459  NAD 27      -  37 50 32.91400(N)    086 37 21.45400(W) AD(       ) 3
 HA1459
 HA1459.Superseded values are not recommended for survey control.
 HA1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1459.See file dsdata.txt to determine how the superseded data were derived.
 HA1459
 HA1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3320588411(NAD 83)
 HA1459_MARKER: 63 = STACK
 HA1459
 HA1459  HISTORY     - Date     Condition        Report By
 HA1459  HISTORY     - 1946     FIRST OBSERVED   CGS
 HA1459
 HA1459                          STATION DESCRIPTION
 HA1459
 HA1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1459'THE STATION IS THE CENTER OF THE TOP OF THE STACK, LOCATED ON THE
 HA1459'NORTHEAST EDGE OF CLOVERPORT.  IT IS ABOUT 6 FEET EAST OF A POWER
 HA1459'PLANT AND 40 FEET SOUTH OF A SMALL RAILROAD SPUR LINE LEADING INTO
 HA1459'THE PLANT FROM THE LOUISVILLE AND NASHVILLE RAILROAD.  IT IS
 HA1459'A RED BRICK STACK AND ABOUT 155 FEET HIGH.  IT WAS BUILT IN 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1462 ***********************************************************************
 HA1462  DESIGNATION -  CLOVERPORT RESET
 HA1462  PID         -  HA1462
 HA1462  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1462  USGS QUAD   -  CLOVERPORT (1978)
 HA1462
 HA1462                         *CURRENT SURVEY CONTROL
 HA1462  ___________________________________________________________________
 HA1462* NAD 83(1993)-  37 48 58.32670(N)    086 38 57.67335(W)     ADJUSTED  
 HA1462* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 HA1462  ___________________________________________________________________
 HA1462  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 HA1462  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HA1462
 HA1462  HORZ ORDER  -  FIRST
 HA1462
 HA1462.The horizontal coordinates were established by classical geodetic methods
 HA1462.and adjusted by the National Geodetic Survey in December 1995..
 HA1462
 HA1462.The orthometric height was scaled from a topographic map.
 HA1462
 HA1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1462
 HA1462.The geoid height was determined by GEOID03.
 HA1462
 HA1462;                    North         East     Units Scale Factor Converg.
 HA1462;SPC KY1Z     - 1,164,953.761 1,420,819.517   MT  0.99990549   -0 33 07.8
 HA1462;SPC KY1Z     - 3,822,019.13  4,661,472.03   sFT  0.99990549   -0 33 07.8
 HA1462;SPC KY S     -   664,941.516   420,813.530   MT  0.99998072   -0 32 43.5
 HA1462;SPC KY S     - 2,181,562.29  1,380,619.06   sFT  0.99998072   -0 32 43.5
 HA1462;SPC IN W     -   285,182.809   938,211.254   MT  0.99998464   +0 15 57.9
 HA1462;SPC IN W     -   935,637.27  3,078,114.76   sFT  0.99998464   +0 15 57.9
 HA1462;UTM  16      - 4,185,480.457   530,862.533   MT  0.99961173   +0 12 54.0
 HA1462
 HA1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1462!SPC KY1Z     -   0.99996843  x   0.99990549  =   0.99987393
 HA1462!SPC KY S     -   0.99996843  x   0.99998072  =   0.99994915
 HA1462!SPC IN W     -   0.99996843  x   0.99998464  =   0.99995307
 HA1462!UTM  16      -   0.99996843  x   0.99961173  =   0.99958018
 HA1462
 HA1462:                Primary Azimuth Mark                     Grid Az
 HA1462:SPC KY1Z     -  CLOVERPORT MUNICIPAL TANK                035 12 15.1
 HA1462:SPC KY S     -  CLOVERPORT MUNICIPAL TANK                035 11 50.8
 HA1462:SPC IN W     -  CLOVERPORT MUNICIPAL TANK                034 23 09.4
 HA1462:UTM  16      -  CLOVERPORT MUNICIPAL TANK                034 26 13.3
 HA1462
 HA1462|---------------------------------------------------------------------|
 HA1462| PID    Reference Object                     Distance      Geod. Az  |
 HA1462|                                                           dddmmss.s |
 HA1462| HA1461 CLOVERPORT MUNICIPAL TANK           APPROX. 2.5 KM 0343907.3 |
 HA1462| HA1459 CLOVERPORT MURRAY BRICK CO STK      APPROX. 3.8 KM 0385104.6 |
 HA1462| HA1345 HARDINSBURG MUNICIPAL TANK          APPROX.17.5 KM 1023109.5 |
 HA1462| CG8339 CLOVERPORT RM 3                      21.670 METERS 11327     |
 HA1462| CG8336 CLOVERPORT AZ MK                                   1290044.1 |
 HA1462| CG8337 CLOVERPORT RM 1                      21.896 METERS 20412     |
 HA1462| CG8338 CLOVERPORT RM 2                      35.147 METERS 33004     |
 HA1462|---------------------------------------------------------------------|
 HA1462
 HA1462                          SUPERSEDED SURVEY CONTROL
 HA1462
 HA1462  NAD 83(1986)-  37 48 58.33452(N)    086 38 57.67824(W) AD(       ) 1
 HA1462  NAD 27      -  37 48 58.13400(N)    086 38 57.73400(W) AD(       ) 1
 HA1462
 HA1462.Superseded values are not recommended for survey control.
 HA1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1462.See file dsdata.txt to determine how the superseded data were derived.
 HA1462
 HA1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3086385480(NAD 83)
 HA1462_MARKER: DS = TRIANGULATION STATION DISK
 HA1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1462_STAMPING: CLOVERPORT 1946 1967
 HA1462_MARK LOGO: CGS   
 HA1462
 HA1462  HISTORY     - Date     Condition        Report By
 HA1462  HISTORY     - 1946     MONUMENTED       CGS
 HA1462  HISTORY     - 1950     GOOD             CGS
 HA1462  HISTORY     - 1967     SEE DESCRIPTION  CGS
 HA1462
 HA1462                          STATION DESCRIPTION
 HA1462
 HA1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1462'THE STATION IS NEAR THE NORTHEASTERN END OF THE TOP OF A HIGH HILL
 HA1462'ABOUT 2 MILES SOUTH OF THE TOWN OF CLOVERPORT ON LAND OWNED BY J. W.
 HA1462'CONEY, 26 FEET SOUTH OF THE CENTERLINE OF TRACK ROAD AND GATE, 3 FEET
 HA1462'NORTHWEST OF A STANDARD REFERENCE POST AND 1.5 FEET WEST OF A FENCE
 HA1462'LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 HA1462'STAMPED---CLOVERPORT 1946.
 HA1462'
 HA1462'REFERENCE MARK NO. 1 IS 71.84 FEET SOUTH OF THE STATION AND 1 FOOT
 HA1462'WEST OF A FENCELINE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 HA1462'STAMPED---CLOVERPORT NO 1 1946.
 HA1462'
 HA1462'REFERENCE MARK NO. 2 IS 115.31 FEET NORTHWEST OF THE STATION, 9 FEET
 HA1462'WEST OF THE CENTERLINE OF A TRACK ROAD AND GATE AND 1 FOOT SOUTH
 HA1462'OF A FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 HA1462'STAMPED---CLOVERPORT NO 2 1946.
 HA1462'
 HA1462'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE EAST OF THE STATION, 17
 HA1462'FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD, 4.5 FEET NORTHWEST
 HA1462'OF A 16 INCH OAK TREE AND 2 FEET NORTH OF A FENCELINE.  THE MARK
 HA1462'PROJECTS 4 INCHES AND THE DISK IS STAMPED---CLOVERPORT 1946.
 HA1462'
 HA1462'THE STATION IS REACHED FROM THE STEEL BRIDGE IN CLOVERPORT BY GOING
 HA1462'WESTERLY AND SOUTHERLY ON U. S. HIGHWAY 60 FOR 0.75 MILE TO THE TWIN
 HA1462'GABLES STORE AND A SIDE ROAD LEFT, GO LEFT FOR 0.1 MILE TO A
 HA1462'CROSSROAD THENCE RIGHT AND GO SOUTH AND EASTERLY ON THE TAR
 HA1462'SPRINGS ROAD FOR 1.4 MILES TO A GATE IN THE FENCE ON THE RIGHT,
 HA1462'CONTINUE STRAIGHT AHEAD 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HA1462'TO REACH THE STATION FROM THE GATE, ENTER GATE AND GO RIGHT OR WEST
 HA1462'ON TRACK ROAD ABOUT 100 YARDS PASS THE FRONT OF THE HOUSE THENCE
 HA1462'WESTERLY TO THE TOP OF HILL AND THE STATION.
 HA1462'
 HA1462'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 HA1462
 HA1462                          STATION RECOVERY (1950)
 HA1462
 HA1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1462'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HA1462'CONDITION.  DIRECTION TO THE AZIMUTH MARK DID NOT CHECK.  THE OLD
 HA1462'DESCRIPTION IS ADEQUATE.
 HA1462'
 HA1462'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HA1462
 HA1462                          STATION RECOVERY (1967)
 HA1462
 HA1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 HA1462'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN
 HA1462'GOOD CONDITION.  A NEW HOUSE HAS BEEN BUILT AT THE STATION SITE AND
 HA1462'AT THE REQUEST OF THE PROPERTY OWNER THE STATION MARK WAS LOWERED
 HA1462'AND REFERENCE MARK 1 WAS DESTROYED.  A REFERENCE MARK 3 WAS
 HA1462'ESTABLISHED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 HA1462'CHECKED.  THE LINE OF SIGHT TO REFERENCE MARK 1 WAS OBSTRUCTED BY
 HA1462'THE HOUSE AND COULD NOT BE TAKEN.  A NEW DESCRIPTION FOLLOWS.
 HA1462'
 HA1462'THE STATION IS LOCATED ON A HIGH HILL ABOUT 1 MILE SOUTHWEST OF
 HA1462'CLOVERPORT, ON PROPERTY OWNED BY MR. ARLEN J. MATTINGLY.  IT IS 31.8
 HA1462'FEET NORTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 21.4 FEET
 HA1462'SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 17.4 FEET EAST OF
 HA1462'THE NORTH FACING OF THE FRONT DOOR AND 36 INCHES BELOW THE SURFACE
 HA1462'OF THE GROUND AT THIS TIME.  THE DEPTH OF THE MARK WILL CHANGE
 HA1462'SOME WHEN THE FRONT YARD IS GRADED.  THE DISK IS
 HA1462'STAMPED---CLOVERPORT 1946 1967.
 HA1462'
 HA1462'TO REACH THE STATION FROM THE STEEL BRIDGE AND U.S. HIGHWAY 60 IN
 HA1462'CLOVERPORT, GO WESTERLY ON HIGHWAY 60 FOR 0.75 MILE TO A SIDE ROAD
 HA1462'LEFT.  TURN LEFT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.15 MILE TO
 HA1462'A SIDE ROAD RIGHT.  TURN RIGHT CROSSING A SMALL WOODEN BRIDGE AND
 HA1462'GO WEST AND SOUTHERLY ON THE GRAVEL ROAD FOR 1.3 MILE TO A SIDE
 HA1462'ROAD RIGHT.  TURN RIGHT ON THE GRAVEL ROAD FOR 30 FEET TO A GRAVEL
 HA1462'DRIVEWAY RIGHT.  TURN RIGHT ON THE DRIVEWAY AND GO NORTHERLY
 HA1462'FOR 0.2 MILE TO THE TOP OF THE HILL AND THE STATION.
 HA1462'
 HA1462'REFERENCE MARK 2 IS 100 FEET NORTH OF THE NORTHEAST CORNER OF THE
 HA1462'HOUSE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS
 HA1462'STAMPED---CLOVERPORT NO 2 1946.
 HA1462'
 HA1462'REFERENCE MARK 3 IS 69 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HA1462'HOUSE, 5 FEET NORTH OF A 20 INCH OAK TREE AND ABOUT 6 FEET LOWER IN
 HA1462'ELEVATION THAN THE STATION AND ON THE SOUTHEAST SLOPE OF THE HILL.
 HA1462'THE MONUMENT IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 HA1462'DISK IS STAMPED---CLOVERPORT NO 3 1946 1967.
 HA1462'
 HA1462'THE AZIMUTH MARK IS 51 FEET WEST OF A POWER POLE, 15 FEET SOUTH OF
 HA1462'THE CENTERLINE OF THE ROAD, 6 FEET EAST OF A 6 INCH CEDAR TREE AND 1
 HA1462'FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 HA1462'AND THE DISK IS STAMPED---CLOVERPORT 1946.
 HA1462'
 HA1462'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHEASTERLY
 HA1462'ON THE ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 HA1462'
 HA1462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 HA1462'SOUTH OF CLOVERPORT.
 HA1462'
 HA1462'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3221 ***********************************************************************
 GY3221  DESIGNATION -  COAL RUN
 GY3221  PID         -  GY3221
 GY3221  STATE/COUNTY-  KY/PIKE
 GY3221  USGS QUAD   -  BROAD BOTTOM (1992)
 GY3221
 GY3221                         *CURRENT SURVEY CONTROL
 GY3221  ___________________________________________________________________
 GY3221* NAD 83(1993)-  37 30 00.94646(N)    082 32 44.97796(W)     ADJUSTED  
 GY3221* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 GY3221  ___________________________________________________________________
 GY3221  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 GY3221  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GY3221
 GY3221  HORZ ORDER  -  THIRD
 GY3221
 GY3221.The horizontal coordinates were established by classical geodetic methods
 GY3221.and adjusted by the National Geodetic Survey in December 1995..
 GY3221
 GY3221.The orthometric height was scaled from a topographic map.
 GY3221
 GY3221.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3221
 GY3221.The geoid height was determined by GEOID03.
 GY3221
 GY3221;                    North         East     Units Scale Factor Converg.
 GY3221;SPC KY1Z     - 1,134,372.373 1,783,252.885   MT  0.99992637   +1 58 02.1
 GY3221;SPC KY1Z     - 3,721,686.69  5,850,555.51   sFT  0.99992637   +1 58 02.1
 GY3221;SPC KY S     -   634,303.761   783,260.815   MT  0.99994959   +1 56 35.6
 GY3221;SPC KY S     - 2,081,044.92  2,569,748.19   sFT  0.99994959   +1 56 35.6
 GY3221;UTM  17      - 4,151,492.772   363,360.364   MT  0.99982998   -0 56 28.3
 GY3221
 GY3221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3221!SPC KY1Z     -   0.99995244  x   0.99992637  =   0.99987881
 GY3221!SPC KY S     -   0.99995244  x   0.99994959  =   0.99990203
 GY3221!UTM  17      -   0.99995244  x   0.99982998  =   0.99978243
 GY3221
 GY3221:                Primary Azimuth Mark                     Grid Az
 GY3221:SPC KY1Z     -  COAL RUN AZ MK                           025 14 05.3
 GY3221:SPC KY S     -  COAL RUN AZ MK                           025 15 31.8
 GY3221:UTM  17      -  COAL RUN AZ MK                           028 08 35.7
 GY3221
 GY3221|---------------------------------------------------------------------|
 GY3221| PID    Reference Object                     Distance      Geod. Az  |
 GY3221|                                                           dddmmss.s |
 GY3221| DB9058 COAL RUN AZ MK                                     0271207.4 |
 GY3221| DB9059 COAL RUN RM 1                        11.840 METERS 17102     |
 GY3221| DB9060 COAL RUN RM 2                         9.427 METERS 27003     |
 GY3221|---------------------------------------------------------------------|
 GY3221
 GY3221                          SUPERSEDED SURVEY CONTROL
 GY3221
 GY3221  NAD 83(1993)-  37 30 00.95380(N)    082 32 44.98312(W) AD(       ) 3
 GY3221  NAD 83(1986)-  37 30 00.95415(N)    082 32 44.98320(W) AD(       ) 3
 GY3221  NAD 27      -  37 30 00.59700(N)    082 32 45.43500(W) AD(       ) 3
 GY3221
 GY3221.Superseded values are not recommended for survey control.
 GY3221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3221.See file dsdata.txt to determine how the superseded data were derived.
 GY3221
 GY3221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB6336051493(NAD 83)
 GY3221_MARKER: DS = TRIANGULATION STATION DISK
 GY3221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3221
 GY3221  HISTORY     - Date     Condition        Report By
 GY3221  HISTORY     - 1949     MONUMENTED       CGS
 GY3221
 GY3221                          STATION DESCRIPTION
 GY3221
 GY3221'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3221'STATION IS ON THE FIRST KNOB AT THE NORTHEAST END OF A RIDGE
 GY3221'OVERLOOKING THE LEVISA RIVER, ABOUT 1 MILE SOUTH OF COAL RUN AND 2
 GY3221'MILES NORTHWEST OF PIKEVILLE AND ON PROPERTY OWNED BY L.R. THOMPSON.
 GY3221'IT IS 22 FEET WEST OF A 12 INCH OAK TREE, 10 FEET NORTH OF A 20 INCH
 GY3221'HICKORY TREE WITH A TRIANGLE BLAZED ON THE NORTH SIDE AND 7 FEET WEST
 GY3221'OF A WHITE WITNESS POST. THE DISK IS WELDED IN THE TOP OF A 4
 GY3221'INCH IRON PIPE, FLUSH WITH THE GROUND AND IS STAMPED COAL RUN 1949.
 GY3221'
 GY3221'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF A 30 INCH OAK TREE AND 19
 GY3221'FEET WEST OF AN 18 INCH HICKORY TREE. THE DISK IS WELDED IN THE
 GY3221'TOP OF A 4 INCH IRON PIPE THAT PROJECTS ABOUT 4 INCHES AND THE DISK
 GY3221'IS STAMPED COAL RUN NO 1 1949.
 GY3221'
 GY3221'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL, 6 FEET EAST OF
 GY3221'AN 18 INCH OAK TREE. THE DISK IS WELDED IN THE TOP OF A 4 INCH
 GY3221'IRON PIPE THAT PROJECTS ABOUT 3 INCHES AND IS STAMPED COAL RUN NO. 2
 GY3221'1949.
 GY3221'
 GY3221'AZIMUTH MARK IS ON THE EAST SIDE OF U.S. HIGHWAY 23 AND 1.5 MILES
 GY3221'NORTH OF THE SWINGING BRIDGE LEADING TO THE STATION.  IT IS 42 FEET
 GY3221'NORTHEAST OF THE CENTER OF HIGHWAY 23, 27 FEET SOUTHEAST OF A FENCE
 GY3221'CORNER, 2 FEET SOUTHWEST OF A TELEPHONE POLE AND 1.5 FEET
 GY3221'SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS FLUSH WITH THE GROUND
 GY3221'AND THE DISK IS STAMPED COAL RUN 1949.
 GY3221'
 GY3221'TO REACH THE STATION FROM THE BRIDGE OVER THE LEVISA RIVER ON U.S.
 GY3221'HIGHWAY 23 IN THE NORTH EDGE OF PIKEVILLE. GO NORTHWEST ON
 GY3221'HIGHWAY 23 FOR 1.4 MILES TO SWINGING BRIDGE ON THE LEFT, TURN LEFT,
 GY3221'CROSS BRIDGE AND RAILROAD TRACKS AND TURN RIGHT AND GO 0.8 MILE TO
 GY3221'THE AIRPORT, CONTINUE ALONG THE EAST SIDE OF THE RAILROAD TRACKS AND
 GY3221'GO 0.3 MILE TO A T-ROAD LEFT, TURN LEFT, CROSS TRACKS AND PASS
 GY3221'THROUGH GATE AND FOLLOW ROAD 0.2 MILE UP HILL TO A CEMETERY ON THE
 GY3221'LEFT, CONTINUE ABOUT 0.05 MILE TO A LARGE TREE ON THE LEFT, TURN
 GY3221'LEFT AND FOLLOW RIDGE ABOUT 0.1 MILE TO THE EDGE OF THE WOODS AND END
 GY3221'OF TRUCK TRAVEL, PACK UP STEEP HILL TO FIRST RIDGE AND STATION AS
 GY3221'DESCRIBED. (ABOUT 15 MINUTE PACK).
 GY3221'
 GY3221'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2842 ***********************************************************************
 GZ2842  DESIGNATION -  COBB
 GZ2842  PID         -  GZ2842
 GZ2842  STATE/COUNTY-  KY/CLARK
 GZ2842  USGS QUAD   -  HEDGES (1976)
 GZ2842
 GZ2842                         *CURRENT SURVEY CONTROL
 GZ2842  ___________________________________________________________________
 GZ2842* NAD 83(1993)-  37 54 48.33202(N)    084 06 15.93426(W)     ADJUSTED  
 GZ2842* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 GZ2842  ___________________________________________________________________
 GZ2842  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 GZ2842  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 GZ2842
 GZ2842  HORZ ORDER  -  THIRD
 GZ2842
 GZ2842.The horizontal coordinates were established by classical geodetic methods
 GZ2842.and adjusted by the National Geodetic Survey in December 1995..
 GZ2842
 GZ2842.The orthometric height was scaled from a topographic map.
 GZ2842
 GZ2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2842
 GZ2842.The geoid height was determined by GEOID03.
 GZ2842
 GZ2842;                    North         East     Units Scale Factor Converg.
 GZ2842;SPC KY1Z     - 1,176,638.097 1,644,683.326   MT  0.99990515   +1 00 37.1
 GZ2842;SPC KY1Z     - 3,860,353.49  5,395,931.88   sFT  0.99990515   +1 00 37.1
 GZ2842;SPC KY N     -    45,898.976   512,801.227   MT  1.00000848   +0 05 26.0
 GZ2842;SPC KY N     -   150,586.89  1,682,415.36   sFT  1.00000848   +0 05 26.0
 GZ2842;SPC KY S     -   676,615.917   644,696.715   MT  0.99999643   +0 59 52.7
 GZ2842;SPC KY S     - 2,219,864.05  2,115,142.47   sFT  0.99999643   +0 59 52.7
 GZ2842;UTM  16      - 4,200,163.720   754,549.001   MT  1.00039813   +1 46 48.7
 GZ2842
 GZ2842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2842!SPC KY1Z     -   0.99995792  x   0.99990515  =   0.99986308
 GZ2842!SPC KY N     -   0.99995792  x   1.00000848  =   0.99996640
 GZ2842!SPC KY S     -   0.99995792  x   0.99999643  =   0.99995435
 GZ2842!UTM  16      -   0.99995792  x   1.00039813  =   1.00035604
 GZ2842
 GZ2842:                Primary Azimuth Mark                     Grid Az
 GZ2842:SPC KY1Z     -  TENNESSEE GAS TRANS RADIO MAST           087 43 26.7
 GZ2842:SPC KY N     -  TENNESSEE GAS TRANS RADIO MAST           088 38 37.8
 GZ2842:SPC KY S     -  TENNESSEE GAS TRANS RADIO MAST           087 44 11.1
 GZ2842:UTM  16      -  TENNESSEE GAS TRANS RADIO MAST           086 57 15.1
 GZ2842
 GZ2842|---------------------------------------------------------------------|
 GZ2842| PID    Reference Object                     Distance      Geod. Az  |
 GZ2842|                                                           dddmmss.s |
 GZ2842| GY3365 TENNESSEE GAS TRANS RADIO MAST      APPROX.10.5 KM 0884403.8 |
 GZ2842| DB9061 COBB AZ MK                                         2130115.7 |
 GZ2842| GZ2845 TT 22 EV USGS 1951                   11.826 METERS 22320     |
 GZ2842| DB9062 COBB RM 1                             9.487 METERS 33211     |
 GZ2842|---------------------------------------------------------------------|
 GZ2842
 GZ2842                          SUPERSEDED SURVEY CONTROL
 GZ2842
 GZ2842  NAD 83(1986)-  37 54 48.33763(N)    084 06 15.94146(W) AD(       ) 3
 GZ2842  NAD 27      -  37 54 48.04600(N)    084 06 16.21000(W) AD(       ) 3
 GZ2842
 GZ2842.Superseded values are not recommended for survey control.
 GZ2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2842.See file dsdata.txt to determine how the superseded data were derived.
 GZ2842
 GZ2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5454900164(NAD 83)
 GZ2842_MARKER: DS = TRIANGULATION STATION DISK
 GZ2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2842
 GZ2842  HISTORY     - Date     Condition        Report By
 GZ2842  HISTORY     - 1951     MONUMENTED       CGS
 GZ2842
 GZ2842                          STATION DESCRIPTION
 GZ2842
 GZ2842'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2842'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF WINCHESTER ON PROPERTY
 GZ2842'OF MRS. J.W. COBB.  IT IS 15 FEET SOUTHEAST OF THE CENTER OF A PAVED
 GZ2842'ROAD, 13 FEET NORTHEAST OF THE CENTER OF A GRAVEL DRIVE TO MRS. J.W.
 GZ2842'COBBS FARM AND 6 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 GZ2842'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED COBB 1951.
 GZ2842'
 GZ2842'REFERENCE MARK NO. 1 IS 30 FEET NORTHWEST OF THE CENTER OF THE PAVED
 GZ2842'ROAD, 14 FEET NORTHWEST OF THE WHITE WITNESS POST AND 1 FOOT
 GZ2842'NORTHWEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 GZ2842'IS STAMPED COBB NO 1 1951.
 GZ2842'
 GZ2842'TT 22 EV (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 24 FEET
 GZ2842'SOUTHEAST OF THE CENTER OF THE PAVED ROAD, 24 FEET SOUTHWEST OF
 GZ2842'THE CENTER OF THE FARM LANE AND 10 FEET SOUTHEAST OF A 16 INCH LOCUST
 GZ2842'TREE.  THE MARK IS AN 8X8 INCH CONCRETE POST THAT PROJECTS
 GZ2842'ABOUT 2 INCHES.  THE DISK IS A STANDARD USGS BENCH MARK DISK SET IN
 GZ2842'THE TOP OF THE CONCRETE POST AND IS STAMPED TT 22 EV 1950 987.
 GZ2842'
 GZ2842'AZIMUTH MARK IS 31 FEET EAST OF A POWER LINE POLE, 13 FEET WEST OF
 GZ2842'THE CENTER OF A PAVED ROAD, 4 FEET NORTHEAST OF A 12 INCH LOCUST
 GZ2842'TREE, 4 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE
 GZ2842'LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 GZ2842'COBB 1951.
 GZ2842'
 GZ2842'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN WINCHESTER,
 GZ2842'GO NORTHEAST ON U.S. HIGHWAY 60 (MAIN STREET) FOR 0.15 MILE TO THE
 GZ2842'JUNCTION WITH STATE HIGHWAY 89 TO THE RIGHT, TURN RIGHT AND GO
 GZ2842'SOUTHEAST ON HIGHWAY 89 (WASHINGTON STREET) FOR 6.65 MILES TO A
 GZ2842'CONCRETE BRIDGE IN THE VILLAGE OF RUCKERVILLE, CONTINUE SOUTHEAST ON
 GZ2842'HIGHWAY FOR 0.55 MILE TO A PAVED T ROAD RIGHT AT THE TOP OF A HILL,
 GZ2842'TURN RIGHT ON PAVED ROAD (CORKWRIGHT-ALLENSVILLE ROAD), AND GO WEST
 GZ2842'AND SOUTHWEST FOR 1.55 MILES AND THE STATION ON THE LEFT AS
 GZ2842'DESCRIBED, CONTINUE SOUTHWEST ON PAVED ROAD FOR 0.3 MILES AND THE
 GZ2842'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GZ2842'
 GZ2842'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3333 ***********************************************************************
 GY3333  DESIGNATION -  COBURN
 GY3333  PID         -  GY3333
 GY3333  STATE/COUNTY-  KY/MENIFEE
 GY3333  USGS QUAD   -  FRENCHBURG (1977)
 GY3333
 GY3333                         *CURRENT SURVEY CONTROL
 GY3333  ___________________________________________________________________
 GY3333* NAD 83(1993)-  37 56 05.73508(N)    083 42 55.64635(W)     ADJUSTED  
 GY3333* NAVD 88     -       435.     (meters)    1427.     (feet)  SCALED    
 GY3333  ___________________________________________________________________
 GY3333  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 GY3333  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GY3333
 GY3333  HORZ ORDER  -  FIRST
 GY3333
 GY3333.The horizontal coordinates were established by classical geodetic methods
 GY3333.and adjusted by the National Geodetic Survey in December 1995..
 GY3333
 GY3333.The orthometric height was scaled from a topographic map.
 GY3333
 GY3333.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3333
 GY3333.The geoid height was determined by GEOID03.
 GY3333
 GY3333;                    North         East     Units Scale Factor Converg.
 GY3333;SPC KY1Z     - 1,179,698.102 1,678,825.606   MT  0.99990546   +1 14 56.9
 GY3333;SPC KY1Z     - 3,870,392.86  5,507,947.01   sFT  0.99990546   +1 14 56.9
 GY3333;SPC KY N     -    48,411.724   546,991.625   MT  1.00000496   +0 19 57.1
 GY3333;SPC KY N     -   158,830.80  1,794,588.36   sFT  1.00000496   +0 19 57.1
 GY3333;SPC KY S     -   679,667.984   678,842.909   MT  1.00000029   +1 14 01.9
 GY3333;SPC KY S     - 2,229,877.38  2,227,170.44   sFT  1.00000029   +1 14 01.9
 GY3333;UTM  17      - 4,202,073.028   261,357.569   MT  1.00030148   -1 40 12.6
 GY3333
 GY3333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3333!SPC KY1Z     -   0.99993685  x   0.99990546  =   0.99984232
 GY3333!SPC KY N     -   0.99993685  x   1.00000496  =   0.99994181
 GY3333!SPC KY S     -   0.99993685  x   1.00000029  =   0.99993714
 GY3333!UTM  17      -   0.99993685  x   1.00030148  =   1.00023831
 GY3333
 GY3333|---------------------------------------------------------------------|
 GY3333| PID    Reference Object                     Distance      Geod. Az  |
 GY3333|                                                           dddmmss.s |
 GY3333| DB9064 COBURN RM 1                          33.090 METERS 13012     |
 GY3333| DB9065 COBURN RM 2                          33.086 METERS 13012     |
 GY3333| DB9063 COBURN AZ MK                                       2045403.9 |
 GY3333| DB9066 COBURN RM 3                          30.596 METERS 21610     |
 GY3333| GY3354 CASHS KNOB                          APPROX. 5.6 KM 3012618.8 |
 GY3333| HY2450 MT STERLING MUNICIPAL SPIPE         APPROX.23.6 KM 3093917.6 |
 GY3333|---------------------------------------------------------------------|
 GY3333
 GY3333                          SUPERSEDED SURVEY CONTROL
 GY3333
 GY3333  NAD 83(1986)-  37 56 05.74122(N)    083 42 55.65301(W) AD(       ) 1
 GY3333  NAD 27      -  37 56 05.44800(N)    083 42 55.95900(W) AD(       ) 1
 GY3333
 GY3333.Superseded values are not recommended for survey control.
 GY3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3333.See file dsdata.txt to determine how the superseded data were derived.
 GY3333
 GY3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6135802073(NAD 83)
 GY3333_MARKER: DS = TRIANGULATION STATION DISK
 GY3333_SETTING: 80 = SET IN A BOULDER
 GY3333_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GY3333
 GY3333  HISTORY     - Date     Condition        Report By
 GY3333  HISTORY     - 1928     MONUMENTED       CGS
 GY3333  HISTORY     - 1935     GOOD             CGS
 GY3333  HISTORY     - 1949     GOOD             CGS
 GY3333
 GY3333                          STATION DESCRIPTION
 GY3333
 GY3333'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (HWH)
 GY3333'STATION IS ABOUT 2 MILES S OF THE TOWN OF ROTHWELL, ON THE SUMMIT OF
 GY3333'THE MOUNTAIN KNOWN AS COBURN CLIFF, IT IS AT THE HEAD OF PATRE
 GY3333'TRACE CREEK.  THE SUMMIT OF THE MOUNTAIN IS A ROCK CLIFF ABOUT 50
 GY3333'FEET IN HEIGHT, THERE IS A SCATTERED GROWTH OF TALL TIMBER ON TOP
 GY3333'OF THE ROCKS.
 GY3333'
 GY3333'THE STATION IS MARKED BY A STANDARD BRONZE
 GY3333'DISK SET IN A LARGE ROCK ABOUT 26 BY 14 INCHES, SET FLUSH WITH THE
 GY3333'SURFACE OF THE GROUND.
 GY3333'
 GY3333'THE REFERENCE MARK IS MARKED BY A STANDARD
 GY3333'BRONZE DISK IN OUTCROPPING BEDROCK AND IS SET IN THE CLIFF E OF THE
 GY3333'STATION ABOUT 2-1/2 FEET FROM THE EDGE.
 GY3333'
 GY3333'HEIGHT OF SIGNAL ABOVE STATION MARK - 12.6 METERS.
 GY3333
 GY3333                          STATION RECOVERY (1935)
 GY3333
 GY3333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GY3333'DESCRIPTION IS EASILY FOLLOWED.  ALL MARKERS IN EXCELLENT CONDITION.
 GY3333
 GY3333                          STATION RECOVERY (1949)
 GY3333
 GY3333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3333'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK WAS FOUND IN
 GY3333'GOOD CONDITION.  REFERENCE MARK NO. 1 HAD BEEN DESTROYED.  THIS
 GY3333'PARTY ESTABLISHED REFERENCE MARKS NO. 2 AND NO. 3 AND AN AZIMUTH
 GY3333'MARK.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 GY3333'
 GY3333'STATION IS LOCATED ABOUT 6 MILES WEST OF FRENCHBURG ON THE HIGHEST
 GY3333'POINT OF THE MOUNTAIN KNOWN AS COBURN CLIFF.  THE DISK IS SET
 GY3333'FLUSH IN A BOULDER AND IT IS STAMPED COBURN 1928.
 GY3333'
 GY3333'REFERENCE MARK NO. 2 IS 108.55 FEET SOUTHEAST OF THE STATION AND IS
 GY3333'SET IN THE DRILL HOLE IN OUTCROPPING BEDROCK WHICH WAS FORMERLY
 GY3333'REFERENCE MARK NO. 1.  THE DISK IS FLUSH AND IS STAMPED COBURN NO 2
 GY3333'1949.
 GY3333'
 GY3333'REFERENCE MARK NO. 3 IS 100.38 FEET SOUTHWEST OF THE STATION.  THE
 GY3333'DISK IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IT
 GY3333'IS STAMPED COBURN NO 3 1949.
 GY3333'
 GY3333'AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION.  IT IS 12 FEET
 GY3333'SOUTHEAST OF A PIPE LINE RIGHT OF WAY.  THE DISK IS SET FLUSH IN A
 GY3333'LARGE BOULDER AND IT IS STAMPED COBURN 1949.
 GY3333'
 GY3333'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND STATE
 GY3333'HIGHWAY 36 IN FRENCHBURG, GO WEST ON HIGHWAY 460 FOR 7.1 MILES TO
 GY3333'A DIRT T ROAD LEFT, TURN LEFT AND FOLLOW DIRT ROAD FOR 2.1 MILES TO A
 GY3333'ROAD RIGHT ACROSS BRIDGE, TURN RIGHT AND FOLLOW DIRT ROAD FOR 1.2
 GY3333'MILES TO A PIPE LINE RIGHT OF WAY AND ETT*.  FROM THIS POINT PACK UP
 GY3333'DIM TRAIL OVER CLIFFS TO THE NORTH TO THE TOP OF MOUNTAIN AND
 GY3333'STATION.  (APPROXIMATELY 15 MINUTES PACK).
 GY3333'
 GY3333'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ALONG PIPE LINE
 GY3333'RIGHT OF WAY FOR ABOUT 0.1 MILE TO THE TOP OF A STEEP RIDGE AND
 GY3333'MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3240 ***********************************************************************
 GY3240  DESIGNATION -  COFFEE
 GY3240  PID         -  GY3240
 GY3240  STATE/COUNTY-  KY/MORGAN
 GY3240  USGS QUAD   -  DINGUS (1992)
 GY3240
 GY3240                         *CURRENT SURVEY CONTROL
 GY3240  ___________________________________________________________________
 GY3240* NAD 83(1993)-  37 53 06.26678(N)    083 02 19.79820(W)     ADJUSTED  
 GY3240* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 GY3240  ___________________________________________________________________
 GY3240  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 GY3240  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GY3240
 GY3240  HORZ ORDER  -  SECOND
 GY3240
 GY3240.The horizontal coordinates were established by classical geodetic methods
 GY3240.and adjusted by the National Geodetic Survey in December 1995..
 GY3240
 GY3240.The orthometric height was scaled from a topographic map.
 GY3240
 GY3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3240
 GY3240.The geoid height was determined by GEOID03.
 GY3240
 GY3240;                    North         East     Units Scale Factor Converg.
 GY3240;SPC KY1Z     - 1,175,679.736 1,738,443.413   MT  0.99990495   +1 39 52.4
 GY3240;SPC KY1Z     - 3,857,209.27  5,703,543.10   sFT  0.99990495   +1 39 52.4
 GY3240;SPC KY N     -    43,442.493   606,543.946   MT  1.00001335   +0 45 12.3
 GY3240;SPC KY N     -   142,527.58  1,989,969.60   sFT  1.00001335   +0 45 12.3
 GY3240;SPC KY S     -   675,630.738   738,464.878   MT  0.99999155   +1 38 39.2
 GY3240;SPC KY S     - 2,216,631.85  2,422,780.19   sFT  0.99999155   +1 38 39.2
 GY3240;UTM  17      - 4,195,023.262   320,707.539   MT  0.99999594   -1 15 08.4
 GY3240
 GY3240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3240!SPC KY1Z     -   0.99993953  x   0.99990495  =   0.99984448
 GY3240!SPC KY N     -   0.99993953  x   1.00001335  =   0.99995288
 GY3240!SPC KY S     -   0.99993953  x   0.99999155  =   0.99993108
 GY3240!UTM  17      -   0.99993953  x   0.99999594  =   0.99993547
 GY3240
 GY3240|---------------------------------------------------------------------|
 GY3240| PID    Reference Object                     Distance      Geod. Az  |
 GY3240|                                                           dddmmss.s |
 GY3240| DB9070 COFFEE RM 1                           4.697 METERS 02051     |
 GY3240| DB9071 COFFEE RM 2                           3.618 METERS 14431     |
 GY3240| DB9069 COFFEE AZ MK                                       2715132.5 |
 GY3240|---------------------------------------------------------------------|
 GY3240
 GY3240                          SUPERSEDED SURVEY CONTROL
 GY3240
 GY3240  NAD 83(1986)-  37 53 06.27332(N)    083 02 19.80344(W) AD(       ) 2
 GY3240  NAD 27      -  37 53 05.93800(N)    083 02 20.20100(W) AD(       ) 2
 GY3240
 GY3240.Superseded values are not recommended for survey control.
 GY3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3240.See file dsdata.txt to determine how the superseded data were derived.
 GY3240
 GY3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB2070895023(NAD 83)
 GY3240_MARKER: DS = TRIANGULATION STATION DISK
 GY3240_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3240_SP_SET: PREFABRICATED CONCRETE POST
 GY3240
 GY3240  HISTORY     - Date     Condition        Report By
 GY3240  HISTORY     - 1949     MONUMENTED       CGS
 GY3240
 GY3240                          STATION DESCRIPTION
 GY3240
 GY3240'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3240'STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF PAINTSVILLE AND 12
 GY3240'MILES EAST OF WEST LIBERTY ON THE HIGHEST KNOLL IN THE VICINITY.  IT
 GY3240'IS 14 FEET NORTH OF A 12-INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 GY3240'SOUTHWEST SIDE AND 7 FEET WEST OF A FENCE LINE.  THE DISK IS
 GY3240'WELDED TO THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS ABOUT 3 INCHES
 GY3240'AND IS STAMPED COFFEE 1949.
 GY3240'
 GY3240'REFERENCE MARK NO. 1 IS 37 FEET NORTH OF TRIANGLE BLAZED TREE AND 1
 GY3240'FOOT WEST OF A FENCE LINE.  THE DISK IS WELDED TO THE TOP OF A
 GY3240'3-INCH IRON PIPE WHICH PROJECTS ABOUT 6 INCHES AND IS STAMPED COFFEE
 GY3240'NO 1 1949.
 GY3240'
 GY3240'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF TRIANGLE BLAZED TREE AND 3
 GY3240'FEET EAST OF A FENCE LINE.  THE DISK IS WELDED TO THE TOP OF A
 GY3240'3-INCH IRON PIPE WHICH PROJECTS ABOUT 6 INCHES AND IS STAMPED COFFEE
 GY3240'NO 2 1949.
 GY3240'
 GY3240'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE WEST OF STATION, 29 FEET NORTH
 GY3240'OF CENTER OF A GRAVEL ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1
 GY3240'FOOT SOUTHEAST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 GY3240'THE DISK IS STAMPED COFFEE 1949.
 GY3240'
 GY3240'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND STATE
 GY3240'HIGHWAY 7 IN WEST LIBERTY, GO EAST AND SOUTH ON HIGHWAY 460 FOR 0.6
 GY3240'MILE TO THE JUNCTION OF STATE HIGHWAY 172, TURN LEFT ON HIGHWAY 172
 GY3240'AND GO NORTH AND EAST ON PAVED ROAD FOR 0.2 MILE TO THE
 GY3240'BEGINNING OF GRAVEL ROAD, CONTINUE AHEAD ON GRAVEL HIGHWAY FOR 8.0
 GY3240'MILES TO A ROAD FORK RIGHT, TURN RIGHT AND GO SOUTH AND EAST FOR 1.5
 GY3240'MILES TO ANOTHER FORK IN ROAD, TURN RIGHT AND EAST AND SOUTH FOR 7.8
 GY3240'MILES TO THE AZIMUTH MARK ON LEFT OR WEST OF ROAD AS DESCRIBED,
 GY3240'CONTINUE AHEAD ON GRAVEL ROAD FOR 0.6 MILE TO TOP OF RIDGE AND A DIRT
 GY3240'ROAD LEFT, AND TRIANGLE BLAZED TWIN OAK TREE ON RIGHT AND OLD TRAIL
 GY3240'NEAR TREE AND END OF TRUCK TRAVEL.  FROM HERE PACK UP TRAIL NEAR
 GY3240'TREE TO TOP OF HILL TO THE SOUTHWEST, CONTINUE DOWN HILL TO DEEP
 GY3240'SADDLE BETWEEN RIDGES, CONTINUE UP SECOND HILL FOLLOWING FENCE
 GY3240'LINE TO THE TOP AND STATION AS DESCRIBED.  FROM END OF TRUCK TRAVEL
 GY3240'TO STATION IS APPROXIMATELY 1 MILE - 45 MINUTE PACK.
 GY3240'
 GY3240'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2023 ***********************************************************************
 HZ2023  DESIGNATION -  COFFIN
 HZ2023  PID         -  HZ2023
 HZ2023  STATE/COUNTY-  KY/TRIMBLE
 HZ2023  USGS QUAD   -  MADISON EAST (1994)
 HZ2023
 HZ2023                         *CURRENT SURVEY CONTROL
 HZ2023  ___________________________________________________________________
 HZ2023* NAD 83(1993)-  38 41 33.24587(N)    085 21 28.25347(W)     ADJUSTED  
 HZ2023* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 HZ2023  ___________________________________________________________________
 HZ2023  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 HZ2023  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ2023
 HZ2023  HORZ ORDER  -  SECOND
 HZ2023
 HZ2023.The horizontal coordinates were established by classical geodetic methods
 HZ2023.and adjusted by the National Geodetic Survey in April 1998..
 HZ2023
 HZ2023.The orthometric height was scaled from a topographic map.
 HZ2023
 HZ2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2023
 HZ2023.The geoid height was determined by GEOID03.
 HZ2023
 HZ2023;                    North         East     Units Scale Factor Converg.
 HZ2023;SPC KY1Z     - 1,261,915.533 1,534,117.332   MT  1.00000635   +0 14 26.8
 HZ2023;SPC KY1Z     - 4,140,134.54  5,033,183.28   sFT  1.00000635   +0 14 26.8
 HZ2023;SPC KY N     -   132,952.795   403,622.421   MT  0.99996979   -0 41 21.0
 HZ2023;SPC KY N     -   436,195.96  1,324,217.89   sFT  0.99996979   -0 41 21.0
 HZ2023;SPC IN E     -   382,413.915   126,866.347   MT  0.99997555   +0 11 35.0
 HZ2023;SPC IN E     - 1,254,636.32    416,227.34   sFT  0.99997555   +0 11 35.0
 HZ2023;UTM  16      - 4,283,941.067   642,814.412   MT  0.99985117   +1 01 36.3
 HZ2023
 HZ2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2023!SPC KY1Z     -   0.99996250  x   1.00000635  =   0.99996885
 HZ2023!SPC KY N     -   0.99996250  x   0.99996979  =   0.99993229
 HZ2023!SPC IN E     -   0.99996250  x   0.99997555  =   0.99993805
 HZ2023!UTM  16      -   0.99996250  x   0.99985117  =   0.99981367
 HZ2023
 HZ2023|---------------------------------------------------------------------|
 HZ2023| PID    Reference Object                     Distance      Geod. Az  |
 HZ2023|                                                           dddmmss.s |
 HZ2023| CG8351 COFFIN RM 1                          49.080 METERS 11140     |
 HZ2023| CG8350 COFFIN AZ MK                                       1140321.3 |
 HZ2023| CG8352 COFFIN RM 2                          45.552 METERS 18319     |
 HZ2023|---------------------------------------------------------------------|
 HZ2023
 HZ2023                          SUPERSEDED SURVEY CONTROL
 HZ2023
 HZ2023  NAD 83(1993)-  38 41 33.24610(N)    085 21 28.25413(W) AD(       ) 2
 HZ2023  NAD 83(1986)-  38 41 33.24763(N)    085 21 28.26053(W) AD(       ) 2
 HZ2023  NAD 27      -  38 41 33.03000(N)    085 21 28.42000(W) AD(       ) 2
 HZ2023
 HZ2023.Superseded values are not recommended for survey control.
 HZ2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2023.See file dsdata.txt to determine how the superseded data were derived.
 HZ2023
 HZ2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4281483941(NAD 83)
 HZ2023_MARKER: DS = TRIANGULATION STATION DISK
 HZ2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2023
 HZ2023  HISTORY     - Date     Condition        Report By
 HZ2023  HISTORY     - 1947     MONUMENTED       CGS
 HZ2023  HISTORY     - 1963     GOOD             CGS
 HZ2023
 HZ2023                          STATION DESCRIPTION
 HZ2023
 HZ2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2023'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF MILTON ON
 HZ2023'PROPERTY OWNED BY MR. CHRISTOPHER COFFIN. IT IS 42 FEET SOUTH OF
 HZ2023'THE CENTER LINE OF STATE HIGHWAY 37, 21 FT. EAST OF THE APPROXIMATE
 HZ2023'CENTER LINE OF A LANE LEADING TO MR COFFINS HOUSE, AND 14 FEET
 HZ2023'SOUTH OF A WITNESS POST. THE MARK IS 10 INCHES UNDERGROUND, AND THE
 HZ2023'DISK IS STAMPED COFFIN 1947.
 HZ2023'
 HZ2023'REFERENCE MARK NO. 1 IS 161.02 FEET SOUTH-SOUTHEAST OF THE STATION,
 HZ2023'30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 5 FEET WEST
 HZ2023'OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 HZ2023'STAMPED COFFIN NO 1 1947.
 HZ2023'
 HZ2023'REFERENCE MARK NO. 2 IS 149.45 FEET SOUTH OF THE STATION, 90 FEET
 HZ2023'NORTH-NORTHWEST OF A POWER POLE, AND 12 FEET SOUTH OF THE
 HZ2023'APPROXIMATE CENTER LINE OF THE LAND. THE MARK PROJECTS 4 INCHES, AND
 HZ2023'THE DISK IS STAMPED COFFIN NO 2 1947.
 HZ2023'
 HZ2023'THE AZIMUTH MARK IS 0.25 MILE EAST-SOUTHEAST OF THE STATION, 28 FEET
 HZ2023'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 HZ2023'WEST-NORTHWEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A FENCE POST.
 HZ2023'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED COFFIN 1947.
 HZ2023'
 HZ2023'TO REACH THE STATION FROM THE SOUTH END OF THE MILTON MADISON BRIDGE
 HZ2023'IN MILTON, GO SOUTH ON STATE HIGHWAY 37 FOR 3.8 MILES TO THE
 HZ2023'STATION ON THE RIGHT.
 HZ2023'
 HZ2023'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE
 HZ2023'HIGHWAY FOR 0.25 MI. TO THE AZIMUTH MARK ON THE LEFT.
 HZ2023'
 HZ2023'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HZ2023
 HZ2023                          STATION RECOVERY (1963)
 HZ2023
 HZ2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ2023'STATION COFFIN 1947 LOCATED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1618 ***********************************************************************
 HA1618  DESIGNATION -  COIL
 HA1618  PID         -  HA1618
 HA1618  STATE/COUNTY-  KY/HOPKINS
 HA1618  USGS QUAD   -  MADISONVILLE WEST (1962)
 HA1618
 HA1618                         *CURRENT SURVEY CONTROL
 HA1618  ___________________________________________________________________
 HA1618* NAD 83(1993)-  37 20 54.27460(N)    087 30 31.54561(W)     ADJUSTED  
 HA1618* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 HA1618  ___________________________________________________________________
 HA1618  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 HA1618  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 HA1618
 HA1618  HORZ ORDER  -  FIRST
 HA1618
 HA1618.The horizontal coordinates were established by classical geodetic methods
 HA1618.and adjusted by the National Geodetic Survey in December 1995..
 HA1618
 HA1618.The orthometric height was scaled from a topographic map.
 HA1618
 HA1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1618
 HA1618.The geoid height was determined by GEOID03.
 HA1618
 HA1618;                    North         East     Units Scale Factor Converg.
 HA1618;SPC KY1Z     - 1,114,125.047 1,344,184.245   MT  0.99994713   -1 04 47.3
 HA1618;SPC KY1Z     - 3,655,258.59  4,410,044.48   sFT  0.99994713   -1 04 47.3
 HA1618;SPC KY S     -   614,097.592   344,184.285   MT  0.99994543   -1 03 59.8
 HA1618;SPC KY S     - 2,014,751.85  1,129,211.28   sFT  0.99994543   -1 03 59.8
 HA1618;UTM  16      - 4,133,645.089   454,939.521   MT  0.99962501   -0 18 31.1
 HA1618
 HA1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1618!SPC KY1Z     -   0.99997758  x   0.99994713  =   0.99992471
 HA1618!SPC KY S     -   0.99997758  x   0.99994543  =   0.99992301
 HA1618!UTM  16      -   0.99997758  x   0.99962501  =   0.99960260
 HA1618
 HA1618:                Primary Azimuth Mark                     Grid Az
 HA1618:SPC KY1Z     -  COIL AZ MK                               004 26 35.9
 HA1618:SPC KY S     -  COIL AZ MK                               004 25 48.4
 HA1618:UTM  16      -  COIL AZ MK                               003 40 19.7
 HA1618
 HA1618|---------------------------------------------------------------------|
 HA1618| PID    Reference Object                     Distance      Geod. Az  |
 HA1618|                                                           dddmmss.s |
 HA1618| CG8353 COIL AZ MK                                         0032148.6 |
 HA1618| HA1612 MADISONVILLE RAD STA WFMW MAST      APPROX. 1.6 KM 0445516.1 |
 HA1618| CG8355 COIL RM 1                            31.227 METERS 13812     |
 HA1618| CG8354 COIL AZ MK RESET                                   1423149.9 |
 HA1618| HA1609 MADISONVILLE ALUMINUM TANK          APPROX. 3.2 KM 1503745.3 |
 HA1618| HA1611 MADISONVILLE KY ST POL RAD MST      APPROX. 4.3 KM 1543755.6 |
 HA1618| HA1610 MADISONVILLE COURTHOUSE SPIRE       APPROX. 2.5 KM 1581323.3 |
 HA1618| HA1619 EARLINGTON KY UTILITIES STK         APPROX. 8.3 KM 1852251.7 |
 HA1618| CG8356 COIL RM 2                            29.408 METERS 19920     |
 HA1618|---------------------------------------------------------------------|
 HA1618
 HA1618                          SUPERSEDED SURVEY CONTROL
 HA1618
 HA1618  NAD 83(1986)-  37 20 54.28405(N)    087 30 31.54928(W) AD(       ) 1
 HA1618  NAD 27      -  37 20 54.12200(N)    087 30 31.55300(W) AD(       ) 1
 HA1618
 HA1618.Superseded values are not recommended for survey control.
 HA1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1618.See file dsdata.txt to determine how the superseded data were derived.
 HA1618
 HA1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG5494033645(NAD 83)
 HA1618_MARKER: DS = TRIANGULATION STATION DISK
 HA1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1618_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1618
 HA1618  HISTORY     - Date     Condition        Report By
 HA1618  HISTORY     - 1934     MONUMENTED       CGS
 HA1618  HISTORY     - 1952     GOOD             CGS
 HA1618
 HA1618                          STATION DESCRIPTION
 HA1618
 HA1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1618'ON THE SUMMIT OF A SMALL WOODED HILL, THE CENTRAL ONE OF THREE,
 HA1618'NORTH-NORTHWEST OF
 HA1618'AND OVERLOOKING MADISONVILLE, ABOUT 1-1/2 MILES NORTH-NORTHWEST OF
 HA1618'THE CENTER OF TOWN, ON THE OLD COIL ESTATE.
 HA1618'
 HA1618'TO REACH THE STATION FROM THE POST OFFICE AT MADISONVILLE GO NORTH ON
 HA1618'U.S. HIGHWAY 41 FOR 0.75 MILE AND TURN RIGHT ON BUCKEYE STREET,
 HA1618'CONTINUE 1.0 MILE AND TAKE LEFT FORK UNDER OVERHEAD SIGN AND CONTINUE
 HA1618'AROUND HILL 0.5 MILE TO END OF ROAD AT BARN, TAKE DIM WAGON ROAD
 HA1618'TO THE SOUTH UP THE HILL FOR 0.3 MILE TO THE SUMMIT AND THE STATION,
 HA1618'ON THE HIGHEST POINT OF THE HILL, AT THE INTERSECTION OF TWO
 HA1618'WOODS-ROADS, IN THE NORTHEAST CORNER OF THE INTERSECTION, 32 FEET
 HA1618'EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 31 FEET NORTH OF THE
 HA1618'CENTER OF THE EAST-WEST ROAD, 18.8 FEET NORTHEAST OF A 20-INCH BLACK
 HA1618'OAK TREE IN THE NORTHEAST CORNER OF THE INTERSECTION.
 HA1618'
 HA1618'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HA1618'DISKS SET IN CONCRETE.
 HA1618'
 HA1618'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, DOWN SOUTH
 HA1618'SLOPE OF THE HILL, SOUTH OF THE EAST-WEST ROAD.
 HA1618'
 HA1618'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, DOWN SOUTH SLOPE OF
 HA1618'THE HILL, SOUTH OF THE EAST-WEST ROAD.
 HA1618'
 HA1618'THE AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION, ABOUT 100 YARDS
 HA1618'EAST OF LARGE BARN, NORTH OF THE CENTER OF ROAD LEADING EAST
 HA1618'FROM MAIN ROAD AT BARN, NEAR BASE OF LONE OAK TREE.
 HA1618'
 HA1618'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA1618
 HA1618                          STATION RECOVERY (1952)
 HA1618
 HA1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1618'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 HA1618'THE AZIMUTH MARK WAS DESTROYED AND A NEW AZIMUTH MARK WAS
 HA1618'ESTABLISHED.  DISTANCES AND DIRECTIONS TO REFERENCE MARKS NO. 1 AND
 HA1618'NO. 2 CHECKED.  A NEW DESCRIPTION FOLLOWS-
 HA1618'
 HA1618'STATION IS LOCATED ON TOP OF A WOODED HILL ON THE PROPERTY OF DR. F.
 HA1618'P. STROTHER ABOUT 1-1/2 MILES NORTHWEST OF MADISONVILLE.  IT
 HA1618'IS 47 FEET NORTHWEST OF A FENCE AND 33 FEET SOUTHEAST OF A 12 INCH
 HA1618'OAK TREE.  THE MARK PROJECTS ABOUT 14 INCHES AND THE DISK IS STAMPED
 HA1618'COIL 1934.
 HA1618'
 HA1618'REFERENCE MARK NO. 1 IS 43 FEET SOUTHEAST OF A FENCE.  THE MARK
 HA1618'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED COIL NO 1 1934.
 HA1618'
 HA1618'REFERENCE MARK NO. 2 IS 6 FEET NORTHWEST OF A 12 INCH OAK TREE.  THE
 HA1618'MARK PROJECTS ABOUT 14 INCHES AND THE DISK IS STAMPED COIL NO 2
 HA1618'1934.
 HA1618'
 HA1618'AZIMUTH MARK IS 21 FEET EAST OF CENTER OF A GRAVEL ROAD, 2 FEET SOUTH
 HA1618'OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A POWER POLE.  THE
 HA1618'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED COIL 1934 RESET
 HA1618'1952.
 HA1618'
 HA1618'TO REACH THE STATION FROM THE POST OFFICE IN MADISONVILLE, GO NORTH
 HA1618'AND WEST ON U.S. HIGHWAY 41 (MAIN STREET AND NOEL AVENUE) FOR 0.8
 HA1618'MILE TO THE INTERSECTION OF PRIDE AVENUE.  TURN RIGHT ON PRIDE AVENUE
 HA1618'AND GO 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 HA1618'CONTINUE ON GRAVEL ROAD FOR 0.35 MILE TO A FORK AND 2 BOARD GATES.
 HA1618'TURN LEFT THROUGH GATE AT LEFT AND FOLLOW MAIN TRAVELED ROAD FOR
 HA1618'0.45 MILE TO DRIVEWAY RIGHT AND TRACK ROAD LEFT UP HILL.  TURN LEFT
 HA1618'AND GO 0.05 MILE TO A GATE.  GO THROUGH GATE AND TURN RIGHT ALONG
 HA1618'FENCE FOR 0.1 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 HA1618'
 HA1618'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3618 ***********************************************************************
 GA3618  DESIGNATION -  COLES
 GA3618  PID         -  GA3618
 GA3618  STATE/COUNTY-  KY/KNOX
 GA3618  USGS QUAD   -  FOUNT (1974)
 GA3618
 GA3618                         *CURRENT SURVEY CONTROL
 GA3618  ___________________________________________________________________
 GA3618* NAD 83(1993)-  36 56 45.69450(N)    083 46 25.22905(W)     ADJUSTED  
 GA3618* NAVD 88     -       514.     (meters)    1686.     (feet)  SCALED    
 GA3618  ___________________________________________________________________
 GA3618  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 GA3618  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA3618
 GA3618  HORZ ORDER  -  SECOND
 GA3618
 GA3618.The horizontal coordinates were established by classical geodetic methods
 GA3618.and adjusted by the National Geodetic Survey in December 1995..
 GA3618
 GA3618.The orthometric height was scaled from a topographic map.
 GA3618
 GA3618.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3618
 GA3618.The geoid height was determined by GEOID03.
 GA3618
 GA3618;                    North         East     Units Scale Factor Converg.
 GA3618;SPC KY1Z     - 1,069,864.679 1,676,033.402   MT  1.00003569   +1 12 48.2
 GA3618;SPC KY1Z     - 3,510,047.70  5,498,786.25   sFT  1.00003569   +1 12 48.2
 GA3618;SPC KY S     -   569,833.815   676,021.844   MT  0.99996821   +1 11 54.8
 GA3618;SPC KY S     - 1,869,529.77  2,217,915.00   sFT  0.99996821   +1 11 54.8
 GA3618;UTM  17      - 4,092,479.925   253,007.998   MT  1.00035160   -1 40 04.8
 GA3618
 GA3618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3618!SPC KY1Z     -   0.99992416  x   1.00003569  =   0.99995984
 GA3618!SPC KY S     -   0.99992416  x   0.99996821  =   0.99989237
 GA3618!UTM  17      -   0.99992416  x   1.00035160  =   1.00027573
 GA3618
 GA3618|---------------------------------------------------------------------|
 GA3618| PID    Reference Object                     Distance      Geod. Az  |
 GA3618|                                                           dddmmss.s |
 GA3618| DB9072 COLES RM 1                           24.700 METERS 19452     |
 GA3618| GA3625 BARNEY RESET                        APPROX.16.2 KM 2865052.8 |
 GA3618| DB9073 COLES RM 2                           22.872 METERS 31616     |
 GA3618|---------------------------------------------------------------------|
 GA3618
 GA3618                          SUPERSEDED SURVEY CONTROL
 GA3618
 GA3618  NAD 83(1993)-  36 56 45.70164(N)    083 46 25.23315(W) AD(       ) 2
 GA3618  NAD 83(1986)-  36 56 45.70230(N)    083 46 25.23323(W) AD(       ) 2
 GA3618  NAD 27      -  36 56 45.37800(N)    083 46 25.52400(W) AD(       ) 2
 GA3618
 GA3618.Superseded values are not recommended for survey control.
 GA3618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3618.See file dsdata.txt to determine how the superseded data were derived.
 GA3618
 GA3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5300892480(NAD 83)
 GA3618_MARKER: DS = TRIANGULATION STATION DISK
 GA3618_SETTING: 0 = UNSPECIFIED SETTING
 GA3618
 GA3618  HISTORY     - Date     Condition        Report By
 GA3618  HISTORY     - 1950     MONUMENTED       CGS
 GA3618
 GA3618                          STATION DESCRIPTION
 GA3618
 GA3618'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3618'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF BARBOURVILLE NEAR THE
 GA3618'HEAD OF COLES CREEK AND
 GA3618'ON PROPERTY OWNED BY BIRCHEL HUBBARD.  IT IS 25 FEET
 GA3618'SOUTH OF AN EAST-WEST FENCELINE,
 GA3618'18 FEET NORTH OF A 12 INCH OAK TREE
 GA3618'WITH A TRIANGLE BLAZED ON THE NORTH SIDE, 15 FEET
 GA3618'WEST OF A 20 INCH
 GA3618'OAK TREE WITH A TRIANGLE BLAZED ON THE WEST SIDE AND 4 FEET WEST OF
 GA3618'A WHITE WITNESS
 GA3618'POST.  THE MARK IS A 6 INCH CAST IRON PIPE SET FLUSH
 GA3618'WITH THE GROUND WITH A STANDARD
 GA3618'DISK CEMENTED IN THE TOP AND STAMPED COLES 1950.
 GA3618'
 GA3618'REFERENCE MARK NO. 1 IS 15 FEET SOUTHWEST OF A 12 INCH OAK TREE AND
 GA3618'10 FEET EAST OF A 15
 GA3618'INCH TWIN OAK TREE.  THE MARK IS A 4 INCH CAST IRON PIPE
 GA3618'THAT PROJECTS ABOUT 6 INCHES
 GA3618'WITH A STANDARD DISK CEMENTED IN THE TOP
 GA3618'STAMPED COLES NO 1 1950.
 GA3618'
 GA3618'REFERENCE MARK NO.  2 IS IN THE EAST-WEST FENCELINE.  THE MARK IS A
 GA3618'4 INCH CAST IRON
 GA3618'PIPE THAT PROJECTS ABOUT 6 INCHES WITH A STANDARD
 GA3618'DISK CEMENTED IN THE TOP STAMPED
 GA3618'COLES NO 2 1950.
 GA3618'
 GA3618'NO AZIMUTH MARK SET.
 GA3618'
 GA3618'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E AND U. S.
 GA3618'HIGHWAY 25E BY AT THE
 GA3618'SOUTH EDGE OF BARBOURVILLE, GO SOUTHEAST ON HIGHWAY 25E
 GA3618'FOR 6.8 MILES TO THE JUNCTION OF
 GA3618'STATE HIGHWAY 223, TURN LEFT ON
 GA3618'HIGHWAY 223 AND GO 3.9 MILES TO A CROSSROAD JUST
 GA3618'AFTER CROSSING A
 GA3618'CONCRETE BRIDGE, TURN RIGHT AND GO 2.1 MILES TO A T-ROAD
 GA3618'INTERSECTION,
 GA3618'TURN RIGHT AND GO 3.0 MILES TO A T-ROAD LEFT JUST AFTER
 GA3618'PASSING COLES CREEK SCHOOL, TURN
 GA3618'LEFT AND FOLLOW THE MAIN ROAD 2.0
 GA3618'MILES TO MR.  HUBBARDS HOUSE AT THE END OF THE ROAD
 GA3618'AND END OF TRUCK
 GA3618'TRAVEL.  FROM HERE PACK THROUGH BARN YARD UP A CREEK BED BETWEEN TWO
 GA3618'HILLS TO A
 GA3618'FENCELINE ON THE RIDGE, TURN LEFT AND FOLLOW THE FENCELINE
 GA3618'UP THE RIDGE TO THE HIGHEST
 GA3618'POINT AND STATION AS DESCRIBED.
 GA3618'
 GA3618'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2826 ***********************************************************************
 GZ2826  DESIGNATION -  COLESBURG
 GZ2826  PID         -  GZ2826
 GZ2826  STATE/COUNTY-  KY/HARDIN
 GZ2826  USGS QUAD   -  COLESBURG (1991)
 GZ2826
 GZ2826                         *CURRENT SURVEY CONTROL
 GZ2826  ___________________________________________________________________
 GZ2826* NAD 83(1993)-  37 46 39.56436(N)    085 48 26.93342(W)     ADJUSTED  
 GZ2826* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 GZ2826  ___________________________________________________________________
 GZ2826  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 GZ2826  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GZ2826
 GZ2826  HORZ ORDER  -  SECOND
 GZ2826
 GZ2826.The horizontal coordinates were established by classical geodetic methods
 GZ2826.and adjusted by the National Geodetic Survey in December 1995..
 GZ2826
 GZ2826.The orthometric height was scaled from a topographic map.
 GZ2826
 GZ2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2826
 GZ2826.The geoid height was determined by GEOID03.
 GZ2826
 GZ2826;                    North         East     Units Scale Factor Converg.
 GZ2826;SPC KY1Z     - 1,160,295.962 1,494,936.527   MT  0.99990642   -0 02 07.0
 GZ2826;SPC KY1Z     - 3,806,737.67  4,904,637.59   sFT  0.99990642   -0 02 07.0
 GZ2826;SPC KY S     -   660,288.020   494,936.178   MT  0.99997529   -0 02 05.5
 GZ2826;SPC KY S     - 2,166,294.95  1,623,803.11   sFT  0.99997529   -0 02 05.5
 GZ2826;SPC KY N     -    31,979.187   362,792.453   MT  1.00003398   -0 58 07.9
 GZ2826;SPC KY N     -   104,918.38  1,190,261.57   sFT  1.00003398   -0 58 07.9
 GZ2826;UTM  16      - 4,181,815.596   605,017.171   MT  0.99973584   +0 43 50.2
 GZ2826
 GZ2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2826!SPC KY1Z     -   0.99996454  x   0.99990642  =   0.99987097
 GZ2826!SPC KY S     -   0.99996454  x   0.99997529  =   0.99993984
 GZ2826!SPC KY N     -   0.99996454  x   1.00003398  =   0.99999852
 GZ2826!UTM  16      -   0.99996454  x   0.99973584  =   0.99970039
 GZ2826
 GZ2826|---------------------------------------------------------------------|
 GZ2826| PID    Reference Object                     Distance      Geod. Az  |
 GZ2826|                                                           dddmmss.s |
 GZ2826| AI6892 COLESBURG RM 1                       25.957 METERS 08133     |
 GZ2826| AI6893 COLESBURG RM 2                       22.910 METERS 19353     |
 GZ2826| AI6891 COLESBURG AZ MK                                    2614344.5 |
 GZ2826|---------------------------------------------------------------------|
 GZ2826
 GZ2826                          SUPERSEDED SURVEY CONTROL
 GZ2826
 GZ2826  NAD 83(1986)-  37 46 39.57149(N)    085 48 26.94143(W) AD(       ) 2
 GZ2826  NAD 27      -  37 46 39.35000(N)    085 48 27.08300(W) AD(       ) 2
 GZ2826
 GZ2826.Superseded values are not recommended for survey control.
 GZ2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2826.See file dsdata.txt to determine how the superseded data were derived.
 GZ2826
 GZ2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0501781816(NAD 83)
 GZ2826_MARKER: DS = TRIANGULATION STATION DISK
 GZ2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2826_STAMPING: COLESBURG 1951
 GZ2826_MARK LOGO: CGS   
 GZ2826_PROJECTION: PROJECTING 10 CENTIMETERS
 GZ2826_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2826
 GZ2826  HISTORY     - Date     Condition        Report By
 GZ2826  HISTORY     - 1951     MONUMENTED       CGS
 GZ2826  HISTORY     - 1955     GOOD             USA
 GZ2826  HISTORY     - 19820922 GOOD             NGS
 GZ2826
 GZ2826                          STATION DESCRIPTION
 GZ2826
 GZ2826'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2826'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF ELIZABETHTOWN AND 2
 GZ2826'MILES WEST OF THE SMALL VILLAGE OF COLESBURG ON THE SOUTH SIDE OF
 GZ2826'STATE HIGHWAY NO. 434 AND ON LAND OWNED BY MR. J.L. COOPER. IT IS 22
 GZ2826'FEET NORTH OF THE CENTER OF A DIRT ROAD, 16 FEET SOUTHWEST OF A
 GZ2826'TRIANGULAR BLAZED 10 INCH OAK TREE AND 7 FEET NORTH OF A WHITE
 GZ2826'WITNESS POST. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 GZ2826'STAMPED COLESBURG 1951.
 GZ2826'
 GZ2826'REFERENCE MARK NO. 1 IS 31 FEET SOUTH OF THE CENTER OF DIRT ROAD, 1
 GZ2826'FOOT NORTH OF A TELEPHONE POLE AND ABOUT 3 FEET LOWER IN
 GZ2826'ELEVATION THAN STATION MARK. THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GZ2826'DISK STAMPED COLESBURG NO 1 1951.
 GZ2826'
 GZ2826'REFERENCE MARK NO.2 IS 16 FEET SOUTH OF THE CENTER OF DIRT ROAD, 15
 GZ2826'FEET WEST OF THE CENTER OF DRIVEWAY AND 3 FEET SOUTHEAST OF
 GZ2826'TELEPHONE POLE. THE MARK IS SET FLUSH WITH THE GROUND SURFACE AND THE
 GZ2826'DISK STAMPED COLESBURG NO 2 1951.
 GZ2826'
 GZ2826'THE AZIMUTH MARK IS 50 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO.
 GZ2826'434, 1 FOOT SOUTH OF A TELEPHONE POLE AND 1 FOOT EAST OF A WHITE
 GZ2826'WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED
 GZ2826'COLESBURG 1951.
 GZ2826'
 GZ2826'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE SQUARE IN
 GZ2826'ELIZABETHTOWN, GO NORTH ON U.S. HIGHWAY NO. 31W FOR 0.3 MILE TO
 GZ2826'JUNCTION WITH STATE HIGHWAY NO. 251, TURN RIGHT AND GO NORTHEAST ON
 GZ2826'STATE HIGHWAY NO. 251 FOR 6.25 MILES TO JUNCTION WITH STATE HIGHWAY
 GZ2826'NO. 434, TURN RIGHT AND FOLLOW HIGHWAY 434 EAST FOR 1.9 MILES TO
 GZ2826'CROSSROAD, CONTINUE EAST ON HIGHWAY FOR 0.7 MILE TO THE AZIMUTH
 GZ2826'MARK ON THE NORTH SIDE AS DESCRIBED, CONTINUE EAST ON HIGHWAY FOR 0.2
 GZ2826'MILE TO CROSSROAD, TURN RIGHT FOR 0.05 MILE TO T-INTERSECTION,
 GZ2826'TURN LEFT FOR ABOUT 200 FEET TO THE STATION ON THE NORTH SIDE AS
 GZ2826'DESCRIBED.
 GZ2826'
 GZ2826'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GZ2826
 GZ2826                          STATION RECOVERY (1955)
 GZ2826
 GZ2826'RECOVERY NOTE BY US ARMY 1955
 GZ2826'ALL DATA IN THE DESCRIPTION IS ADEQUATE TO LOCATE THE STATION. THE
 GZ2826'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE ALL LOCATED AND
 GZ2826'FOUND TO BE IN VERY GOOD CONDITION.
 GZ2826
 GZ2826                          STATION RECOVERY (1982)
 GZ2826
 GZ2826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GZ2826'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 GZ2826'REFERENCE MARK 1 WAS NOT FOUND AND IS ASSUMED DESTROYED.  THE AZIMUTH
 GZ2826'MARK WAS NOT FOUND WITH EXISTING TIES AND EXTEND SEARCH WAS NOT MADE
 GZ2826'SINCE THE LINE OF SIGHT IS OBSTRUCTED BY TREES.  THE DISTANCE TO
 GZ2826'REFERENCE MARK 2 CHECKED.  REFERENCE MARK 3 WAS SET.  A NEW
 GZ2826'DESCRIPTION FOLLOWS.
 GZ2826'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF COLESBURG 11.2
 GZ2826'KM (6.95 MI) NORTHEAST OF ELIZABETHTOWN 3.05 METERS (10.01 FT) SOUTH
 GZ2826'OF A .34 METER (1.12 FT) OAK TREE 29.91 METERS (98.13 FT) EAST OF A
 GZ2826'TELEPHOME POLE 22.85 METERS (74.97 FT) NORTHEAST OF A TELEPHONE POLE
 GZ2826'AND 0.3 METERS (1.0 FT) EAST OF A WITNESS POST.  THE MONUMENT PROJECTS
 GZ2826'0.01 METERS (0.03 FT) AND THE DISK IS STAMPED--COLESBURG 1951--.
 GZ2826'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 434 AND 251
 GZ2826'ABOUT 6.4 KM (3.95 MI) WEST OF COLESBURG GO EAST ON HIGHWAY 434 FOR
 GZ2826'4.48 METERS (14.70 FT) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 GZ2826'GRAVELED ROAD ABOUT 30 METERS (98.4 FT) TO A GRAVELED DRIVE LEFT.
 GZ2826'TURN LEFT ON THE DRIVE AND GO ABOUT 61 METERS (200.1 FT) TO THE
 GZ2826'STATION ON THE LEFT. REFERENCE MARK 2 IS A 4.57 METERS (14.99 FT) WEST
 GZ2826'OF THE CENTERLINE OF A DRIVEWAY TO A LOG CABIN 0.91 METER (2.99 FT)
 GZ2826'SOUTHEAST OF A TELEPHONE POLE AND 3.66 METERS (12.01 FT) SOUTH OF THE
 GZ2826'CENTERLINE OF THE DRIVE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GZ2826'STAMPED--COLESBURG NO 2 1951--. REFERENCE MARK 3 IS 16.75 METERS
 GZ2826'(54.95 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY .30 METERS (0.98 FT)
 GZ2826'EAST OF A WITNESS POST 0.91 METERS (2.99 FT) SOUTH OF THE SOUTH EDGE
 GZ2826'OF HIGHWAY CUTBANK AND 24.38 METERS (79.99 FT) NORTHEAST OF THE OAK
 GZ2826'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED--COLESBURG 1951
 GZ2826'NO 3 1982--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2919 ***********************************************************************
 GZ2919  DESIGNATION -  COLETOWN
 GZ2919  PID         -  GZ2919
 GZ2919  STATE/COUNTY-  KY/FAYETTE
 GZ2919  USGS QUAD   -  COLETOWN (1993)
 GZ2919
 GZ2919                         *CURRENT SURVEY CONTROL
 GZ2919  ___________________________________________________________________
 GZ2919* NAD 83(1993)-  37 56 10.55031(N)    084 24 01.97120(W)     ADJUSTED  
 GZ2919* NAVD 88     -       317.1    (meters)    1040.     (feet)  VERTCON   
 GZ2919  ___________________________________________________________________
 GZ2919  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 GZ2919  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 GZ2919
 GZ2919  HORZ ORDER  -  SECOND
 GZ2919
 GZ2919.The horizontal coordinates were established by classical geodetic methods
 GZ2919.and adjusted by the National Geodetic Survey in December 1995..
 GZ2919
 GZ2919.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2919
 GZ2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2919
 GZ2919.The geoid height was determined by GEOID03.
 GZ2919
 GZ2919;                    North         East     Units Scale Factor Converg.
 GZ2919;SPC KY1Z     - 1,178,754.748 1,618,612.892   MT  0.99990548   +0 49 42.6
 GZ2919;SPC KY1Z     - 3,867,297.87  5,310,399.13   sFT  0.99990548   +0 49 42.6
 GZ2919;SPC KY N     -    48,434.643   486,765.545   MT  1.00000474   -0 05 37.1
 GZ2919;SPC KY N     -   158,905.99  1,596,996.63   sFT  1.00000474   -0 05 37.1
 GZ2919;SPC KY S     -   678,737.875   618,624.267   MT  1.00000054   +0 49 06.2
 GZ2919;SPC KY S     - 2,226,825.84  2,029,603.12   sFT  1.00000054   +0 49 06.2
 GZ2919;UTM  16      - 4,201,930.517   728,441.675   MT  1.00024279   +1 35 55.7
 GZ2919
 GZ2919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2919!SPC KY1Z     -   0.99995538  x   0.99990548  =   0.99986086
 GZ2919!SPC KY N     -   0.99995538  x   1.00000474  =   0.99996012
 GZ2919!SPC KY S     -   0.99995538  x   1.00000054  =   0.99995592
 GZ2919!UTM  16      -   0.99995538  x   1.00024279  =   1.00019816
 GZ2919
 GZ2919:                Primary Azimuth Mark                     Grid Az
 GZ2919:SPC KY1Z     -  I75 T 76                                 021 42 45.4
 GZ2919:SPC KY N     -  I75 T 76                                 022 38 05.1
 GZ2919:SPC KY S     -  I75 T 76                                 021 43 21.8
 GZ2919:UTM  16      -  I75 T 76                                 020 56 32.3
 GZ2919
 GZ2919|---------------------------------------------------------------------|
 GZ2919| PID    Reference Object                     Distance      Geod. Az  |
 GZ2919|                                                           dddmmss.s |
 GZ2919| GZ2921 I75 T 76                            APPROX. 3.2 KM 0223228.0 |
 GZ2919| DB9075 COLETOWN RM 1                        31.340 METERS 19320     |
 GZ2919| DB9074 COLETOWN AZ MK                                     2742933.4 |
 GZ2919| DB9076 COLETOWN RM 2                        37.494 METERS 30111     |
 GZ2919|---------------------------------------------------------------------|
 GZ2919
 GZ2919                          SUPERSEDED SURVEY CONTROL
 GZ2919
 GZ2919  NAD 83(1986)-  37 56 10.55730(N)    084 24 01.97710(W) AD(       ) 2
 GZ2919  NAD 27      -  37 56 10.27400(N)    084 24 02.21000(W) AD(       ) 2
 GZ2919  NGVD 29 (07/19/86)  317.3    (m)         1041.     (f) VERT ANG       
 GZ2919
 GZ2919.Superseded values are not recommended for survey control.
 GZ2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2919.See file dsdata.txt to determine how the superseded data were derived.
 GZ2919
 GZ2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2844201931(NAD 83)
 GZ2919_MARKER: DS = TRIANGULATION STATION DISK
 GZ2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2919
 GZ2919  HISTORY     - Date     Condition        Report By
 GZ2919  HISTORY     - 1951     MONUMENTED       CGS
 GZ2919  HISTORY     - 1957     GOOD             CGS
 GZ2919  HISTORY     - 1961     GOOD             PAS
 GZ2919  HISTORY     - 1965     GOOD             CGS
 GZ2919
 GZ2919                          STATION DESCRIPTION
 GZ2919
 GZ2919'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2919'STATION IS LOCATED ABOUT 14-1/2 MILES NORTHWEST OF RICHMOND AND ABOUT
 GZ2919'9-1/2 MILES SOUTHEAST OF LEXINGTON.  IT IS 34 FEET SOUTH OF THE
 GZ2919'CENTER OF U.S. HIGHWAY NO. 25, 20 FEET SOUTHWEST OF A TELEPHONE POLE
 GZ2919'AND 14 FEET SOUTH OF A FENCELINE AND A WHITE WITNESS POST.  THE MARK
 GZ2919'IS FLUSH AND THE DISK IS STAMPED COLETOWN 1951.
 GZ2919'
 GZ2919'REFERENCE MARK NO. 1 IS 2 FEET SOUTHWEST OF A 8 INCH OAK TREE.  THE
 GZ2919'MARK IS FLUSH AND THE DISK IS STAMPED COLETOWN NO 1 1951.
 GZ2919'
 GZ2919'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 GZ2919'NO. 25, 4 FEET SOUTHEAST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A
 GZ2919'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED COLETOWN NO 2
 GZ2919'1951.
 GZ2919'
 GZ2919'AZIMUTH MARK IS 100 FEET EAST OF THE NORTHEAST CORNER OF A FRAME
 GZ2919'HOUSE, 15 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 GZ2919'SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.
 GZ2919'THE MARK IS FLUSH AND THE DISK IS STAMPED COLETOWN 1951.
 GZ2919'
 GZ2919'TO REACH THE STATION FROM THE FAYETTE COUNTY COURTHOUSE IN LEXINGTON,
 GZ2919'GO SOUTHEAST ON U.S. HIGHWAY NO. 25 FOR 9.55 MILES TO THE
 GZ2919'STATION ON THE RIGHT AS DESCRIBED.
 GZ2919'
 GZ2919'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON U.S.
 GZ2919'HIGHWAY NO. 25 FOR 0.35 MILE TO A T-ROAD LEFT, TURN LEFT AND GO
 GZ2919'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GZ2919'
 GZ2919'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GZ2919
 GZ2919                          STATION RECOVERY (1957)
 GZ2919
 GZ2919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 GZ2919'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 GZ2919'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT WERE NOT
 GZ2919'FOUND.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 GZ2919
 GZ2919                          STATION RECOVERY (1961)
 GZ2919
 GZ2919'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1961 (EB)
 GZ2919'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND
 GZ2919'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT
 GZ2919'BE FOUND.  ACCORDING TO LOCAL INFORMATION, THE BANK THAT MARK WAS ON
 GZ2919'HAS BEEN GRADED DOWN BY A BULLDOZER AND MARK WAS DESTROYED.
 GZ2919'NO TRACE OF POST OR DISK WAS FOUND.
 GZ2919'
 GZ2919'OLD DESCRIPTION AND THE TO REACH IS ADEQUATE.
 GZ2919'
 GZ2919'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GZ2919
 GZ2919                          STATION RECOVERY (1965)
 GZ2919
 GZ2919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GZ2919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2950 ***********************************************************************
 GZ2950  DESIGNATION -  COLO
 GZ2950  PID         -  GZ2950
 GZ2950  STATE/COUNTY-  KY/PULASKI
 GZ2950  USGS QUAD   -  DYKES (1979)
 GZ2950
 GZ2950                         *CURRENT SURVEY CONTROL
 GZ2950  ___________________________________________________________________
 GZ2950* NAD 83(1993)-  37 04 12.86284(N)    084 28 27.48717(W)     ADJUSTED  
 GZ2950* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 GZ2950  ___________________________________________________________________
 GZ2950  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 GZ2950  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 GZ2950
 GZ2950  HORZ ORDER  -  THIRD
 GZ2950
 GZ2950.The horizontal coordinates were established by classical geodetic methods
 GZ2950.and adjusted by the National Geodetic Survey in December 1995..
 GZ2950
 GZ2950.The orthometric height was scaled from a topographic map.
 GZ2950
 GZ2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2950
 GZ2950.The geoid height was determined by GEOID03.
 GZ2950
 GZ2950;                    North         East     Units Scale Factor Converg.
 GZ2950;SPC KY1Z     - 1,082,561.222 1,613,444.302   MT  1.00000316   +0 46 59.6
 GZ2950;SPC KY1Z     - 3,551,702.94  5,293,441.85   sFT  1.00000316   +0 46 59.6
 GZ2950;SPC KY S     -   582,542.950   613,439.033   MT  0.99995595   +0 46 25.2
 GZ2950;SPC KY S     - 1,911,226.33  2,012,591.23   sFT  0.99995595   +0 46 25.2
 GZ2950;UTM  16      - 4,105,648.699   724,539.849   MT  1.00022114   +1 31 23.2
 GZ2950
 GZ2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2950!SPC KY1Z     -   0.99994617  x   1.00000316  =   0.99994933
 GZ2950!SPC KY S     -   0.99994617  x   0.99995595  =   0.99990213
 GZ2950!UTM  16      -   0.99994617  x   1.00022114  =   1.00016730
 GZ2950
 GZ2950|---------------------------------------------------------------------|
 GZ2950| PID    Reference Object                     Distance      Geod. Az  |
 GZ2950|                                                           dddmmss.s |
 GZ2950| DB9078 COLO RM 1                            17.288 METERS 02818     |
 GZ2950| DB9079 COLO RM 2                            19.224 METERS 16608     |
 GZ2950| DB9077 COLO AZ MK                                         3155000.9 |
 GZ2950|---------------------------------------------------------------------|
 GZ2950
 GZ2950                          SUPERSEDED SURVEY CONTROL
 GZ2950
 GZ2950  NAD 83(1986)-  37 04 12.87123(N)    084 28 27.49284(W) AD(       ) 3
 GZ2950  NAD 27      -  37 04 12.58000(N)    084 28 27.70600(W) AD(       ) 3
 GZ2950
 GZ2950.Superseded values are not recommended for survey control.
 GZ2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2950.See file dsdata.txt to determine how the superseded data were derived.
 GZ2950
 GZ2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2454005649(NAD 83)
 GZ2950_MARKER: DS = TRIANGULATION STATION DISK
 GZ2950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2950
 GZ2950  HISTORY     - Date     Condition        Report By
 GZ2950  HISTORY     - 1950     MONUMENTED       CGS
 GZ2950
 GZ2950                          STATION DESCRIPTION
 GZ2950
 GZ2950'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2950'STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF SOMERSET AND ON
 GZ2950'PROPERTY OWNED BY MRS. SARAH BRENSON.  IT IS ABOUT 150 FEET
 GZ2950'NORTH OF A LANE, 27 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 4
 GZ2950'FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 GZ2950'4 INCHES AND THE DISK IS STAMPED COLO 1950.
 GZ2950'
 GZ2950'REFERENCE MARK NO. 1 IS 38 FEET EAST OF THE CENTER OF THE GRAVEL ROAD
 GZ2950'AND IN A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 4
 GZ2950'INCHES AND THE DISK IS STAMPED COLO NO 1 1950.
 GZ2950'
 GZ2950'REFERENCE MARK NO. 2 IS 80 FEET NORTHEAST OF THE LANE, 36 FEET NORTH
 GZ2950'OF A FENCE, AND 4 FEET EAST OF A FENCE.  THE MARK PROJECTS
 GZ2950'ABOUT 4 INCHES AND THE DISK IS STAMPED COLO NO 2 1950.
 GZ2950'
 GZ2950'AZIMUTH MARK IS 19 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 5 FEET
 GZ2950'SOUTHEAST OF A 6 INCH LONE PINE TREE AND 2 FEET NORTHEAST OF A
 GZ2950'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 GZ2950'STAMPED COLO 1950.
 GZ2950'
 GZ2950'*TO REACH THE STATION FROM THE PUBLIC SQUARE IN SOMERSET, GO NE ON
 GZ2950'STATE HIGHWAY 80 FOR 1.45 MILES TO THE JUNCTION WITH STATE
 GZ2950'HIGHWAY 192, TURN RIGHT ON HIGHWAY 192 AND GO 6.9 MILES TO A REVERSE
 GZ2950'FORK LEFT, *CONTINUE AHEAD FOR 0.35 MILE TO A T-ROAD RIGHT, TURN
 GZ2950'RIGHT AND GO 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GZ2950'
 GZ2950'TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN SHARP LEFT AND GO
 GZ2950'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GZ2950'
 GZ2950'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1833 ***********************************************************************
 GZ1833  DESIGNATION -  COLUMBIA 2
 GZ1833  PID         -  GZ1833
 GZ1833  STATE/COUNTY-  KY/ADAIR
 GZ1833  USGS QUAD   -  COLUMBIA (1976)
 GZ1833
 GZ1833                         *CURRENT SURVEY CONTROL
 GZ1833  ___________________________________________________________________
 GZ1833* NAD 83(1993)-  37 05 01.50748(N)    085 17 57.50390(W)     ADJUSTED  
 GZ1833* NAVD 88     -       264.84   (meters)     868.9    (feet)  RESET     
 GZ1833  ___________________________________________________________________
 GZ1833  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GZ1833  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GZ1833
 GZ1833  HORZ ORDER  -  SECOND
 GZ1833  VERT ORDER  -  THIRD
 GZ1833
 GZ1833.The horizontal coordinates were established by classical geodetic methods
 GZ1833.and adjusted by the National Geodetic Survey in December 1995..
 GZ1833
 GZ1833.The orthometric height was computed from unverified reset data.
 GZ1833.No vertical observational check was made to the station.
 GZ1833
 GZ1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1833
 GZ1833.The geoid height was determined by GEOID03.
 GZ1833
 GZ1833;                    North         East     Units Scale Factor Converg.
 GZ1833;SPC KY1Z     - 1,083,382.184 1,540,072.767   MT  0.99999990   +0 16 36.1
 GZ1833;SPC KY1Z     - 3,554,396.38  5,052,722.07   sFT  0.99999990   +0 16 36.1
 GZ1833;SPC KY S     -   583,372.163   540,070.967   MT  0.99995490   +0 16 24.0
 GZ1833;SPC KY S     - 1,913,946.84  1,771,882.83   sFT  0.99995490   +0 16 24.0
 GZ1833;UTM  16      - 4,105,516.303   651,160.991   MT  0.99988149   +1 01 32.5
 GZ1833
 GZ1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1833!SPC KY1Z     -   0.99996337  x   0.99999990  =   0.99996327
 GZ1833!SPC KY S     -   0.99996337  x   0.99995490  =   0.99991827
 GZ1833!UTM  16      -   0.99996337  x   0.99988149  =   0.99984486
 GZ1833
 GZ1833:                Primary Azimuth Mark                     Grid Az
 GZ1833:SPC KY1Z     -  COLUMBIA AZ MK                           060 32 11.1
 GZ1833:SPC KY S     -  COLUMBIA AZ MK                           060 32 23.2
 GZ1833:UTM  16      -  COLUMBIA AZ MK                           059 47 14.7
 GZ1833
 GZ1833|---------------------------------------------------------------------|
 GZ1833| PID    Reference Object                     Distance      Geod. Az  |
 GZ1833|                                                           dddmmss.s |
 GZ1833| GZ1837 COLUMBIA AZ MK                                     0604847.2 |
 GZ1833| GZ1838 COLUMBIA 2 AZ MK                                   0615453.6 |
 GZ1833| GZ1836 COLUMBIA RM 2                        21.915 METERS 19731     |
 GZ1833| GZ1834 COLUMBIA 2 RM 3                      20.275 METERS 30209     |
 GZ1833| GZ1832 COLUMBIA                              6.096 METERS 33155     |
 GZ1833|---------------------------------------------------------------------|
 GZ1833
 GZ1833                          SUPERSEDED SURVEY CONTROL
 GZ1833
 GZ1833  NAD 83(1986)-  37 05 01.51679(N)    085 17 57.51226(W) AD(       ) 2
 GZ1833  NAD 27      -  37 05 01.28553(N)    085 17 57.65081(W) AD(       ) 2
 GZ1833  NGVD 29 (??/??/??)  265.00   (m)          869.4    (f) RESET       3  
 GZ1833
 GZ1833.Superseded values are not recommended for survey control.
 GZ1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1833.See file dsdata.txt to determine how the superseded data were derived.
 GZ1833
 GZ1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5116105516(NAD 83)
 GZ1833_MARKER: DS = TRIANGULATION STATION DISK
 GZ1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1833_STAMPING: COLUMBIA 2 1964
 GZ1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1833+STABILITY: SURFACE MOTION
 GZ1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1833+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 GZ1833
 GZ1833  HISTORY     - Date     Condition        Report By
 GZ1833  HISTORY     - 1964     MONUMENTED       CGS
 GZ1833  HISTORY     - 1964     GOOD             CGS
 GZ1833  HISTORY     - 20050816 GOOD             KYTC
 GZ1833
 GZ1833                          STATION DESCRIPTION
 GZ1833
 GZ1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 GZ1833'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF THE ADAIR COUNTY
 GZ1833'COURTHOUSE IN COLUMBIA AND ABOUT 0.25 MILE WEST OF THE COLUMBIA
 GZ1833'INDUSTRIAL SITE. IT IS ACROSS THE DRIVE LEADING INTO THE COLUMBIA
 GZ1833'INDUSTRIAL SITE SOUTHWEST FROM THE TAYLOR COUNTY RURAL ELECTRIC
 GZ1833'TRANSFORMER STATION, 83 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GZ1833'STATE ROUTE 55, 52 FEET NORTHEAST OF A NORTHEAST FENCE CORNER
 GZ1833'POST, 40 FEET SOUTHWEST OF THE CENTER OF A METAL GATE LEADING INTO A
 GZ1833'BARN LOT, 28 FEET SOUTH OF THE APPROXIMATE CENTER OF THE DRIVE
 GZ1833'LEADING INTO THE INDUSTRIAL SITE, 2.2 FEET NORTHEAST OF A METAL
 GZ1833'WITNESS POST AND SIGN, AND 1.5 FEET NORTH OF A WOVEN WIRE FENCE
 GZ1833'AROUND A BARN LOT. IT IS A STANDARD DISK SET IN THE TOP OF A
 GZ1833'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 GZ1833'DISK IS STAMPED COLUMBIA 2 1964.
 GZ1833'
 GZ1833'REFERENCE MARK NO. 2 IS 79 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GZ1833'THE DRIVE LEADING INTO THE INDUSTRIAL SITE, 51 FEET NORTH OF THE
 GZ1833'SOUTHWEST CORNER POST OF A BARN LOT FENCE, 49 FEET SOUTH OF THE
 GZ1833'NORTHWEST CORNER OF THE BARN LOT, 31 FEET EAST OF THE APPROXIMATE
 GZ1833'CENTER OF STATE ROUTE 55, 3 FEET WEST OF THE BARN LOT FENCE, AND 3
 GZ1833'FEET EAST OF A POWERLINE BRACE POLE. IT IS A STANDARD REFERENCE
 GZ1833'MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 GZ1833'FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED COLUMBIA
 GZ1833'NO 2 1951 865.451.
 GZ1833'
 GZ1833'REFERENCE MARK NO. 3 IS 52 FEET EAST OF THE APPROXIMATE CENTER OF
 GZ1833'STATE ROUTE 55, 31 FEET EAST OF A POWERLINE POLE, 29 FEET NORTH OF
 GZ1833'THE APPROXIMATE CENTER OF THE DRIVE LEADING INTO THE INDUSTRIAL SITE,
 GZ1833'24 FEET EAST OF THE METAL COVER OF A WATER METER, AND DIRECTLY UNDER
 GZ1833'THE POWERLINES LEADING WEST FROM THE TRANSFORMER STATION. IT IS A
 GZ1833'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GZ1833'CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GZ1833'COLUMBIA 2 NO 3 1964.
 GZ1833'
 GZ1833'THE AZIMUTH IS ABOUT 0.2 MILE EAST OF THE STATION, JUST WEST OF THE
 GZ1833'ENTRANCE GATE FOR THE INDUSTRIAL SITE, 43 FEET SOUTH OF POWERLINE
 GZ1833'POLE NO. 249, 41 FEET WEST OF A POWERLINE BRACE POLE, 39 FEET WEST OF
 GZ1833'THE SOUTH ONE OF TWO BRICK PILLARS, 29 FEET SOUTH OF THE
 GZ1833'APPROXIMATE CENTER OF THE DRIVE LEADING INTO THE INDUSTRIAL SITE, 2.6
 GZ1833'FEET WEST OF A METAL WITNESS POST AND SIGN, AND 1 FOOT NORTH OF A
 GZ1833'WOVEN WIRE FENCE. IT IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP
 GZ1833'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND
 GZ1833'THE DISK IS STAMPED COLUMBIA 2 1964.
 GZ1833'
 GZ1833'TO REACH THE STATION FROM THE POST OFFICE IN COLUMBIA, GO EAST ON
 GZ1833'STATE ROUTES 61 AND 80 FOR 0.25 MILE TO THE ADAIR COUNTY
 GZ1833'COURTHOUSE SQUARE, HERE GO SOUTHERLY ON STATE ROUTES 80 AND 55 FOR
 GZ1833'0.55 MILE TO A CAUTION LIGHT WHERE STATE ROUTE 80 BEARS LEFT.
 GZ1833'CONTINUE SOUTHERLY ON STATE ROUTE 55 FOR 0.9 MILE TO THE ENTRANCE
 GZ1833'DRIVE LEADING INTO THE COLUMBIA INDUSTRIAL SITE ON THE LEFT,
 GZ1833'AND THE STATION AS DESCRIBED SOUTH OF THIS DRIVE.
 GZ1833'
 GZ1833'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DRIVE FOR 0.2
 GZ1833'MILE TO THE ENTRANCE GATE AND THE MARK ON THE RIGHT AS DESCRIBED.
 GZ1833
 GZ1833                          STATION RECOVERY (1964)
 GZ1833
 GZ1833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GZ1833'1.4 MI S FROM COLUMBIA.
 GZ1833'THIS MARK IS AT THE COLUMBIA 2 1964 STATION SITE ABOUT 1.4 MILES
 GZ1833'SOUTH OF THE ADAIR COUNTY COURTHOUSE IN COLUMBIA AND ALONG STATE
 GZ1833'ROUTE 55 NEAR THE ENTRANCE DRIVE OF THE COLUMBIA INDUSTRIAL SITE.
 GZ1833'IT IS ACROSS THIS DRIVE SOUTHWEST OF THE TAYLOR COUNTY RURAL
 GZ1833'ELECTRIC TRANSFORMER STATION, 83 FEET NORTHEAST OF THE APPROXIMATE
 GZ1833'CENTER OF STATE ROUTE 55, 71.90 FEET NORTHEAST OF COLUMBIA R.M.
 GZ1833'2 1951, 66.52 FEET SOUTHEAST OF COLUMBIA 2 R.M. 3 1964, 52 FEET
 GZ1833'NORTHEAST OF A NORTHEAST FENCE CORNER POST, 40 FEET SOUTHWEST
 GZ1833'OF THE CENTER OF A METAL GATE LEADING INTO A BARN LOT, 28 FEET
 GZ1833'SOUTH OF THE APPROXIMATE CENTER OF THE DRIVE LEADING INTO THE
 GZ1833'INDUSTRIAL SITE, 2.2 FEET NORTHEAST OF A METAL WITNESS POST
 GZ1833'AND SIGN, AND 1.5 FEET NORTH OF A WOVEN WIRE FENCE AROUND A BARN LOT.
 GZ1833'A STANDARD STATION MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GZ1833'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GZ1833'COLUMBIA 2 1964.
 GZ1833
 GZ1833                          STATION RECOVERY (2005)
 GZ1833
 GZ1833'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1833'STATION MARK, RM 2, COLUMBIA 2 RM 3 AND AZIMUTH MARK RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1838 ***********************************************************************
 GZ1838  DESIGNATION -  COLUMBIA 2 AZ MK
 GZ1838  PID         -  GZ1838
 GZ1838  STATE/COUNTY-  KY/ADAIR
 GZ1838  USGS QUAD   -  COLUMBIA (1976)
 GZ1838
 GZ1838                         *CURRENT SURVEY CONTROL
 GZ1838  ___________________________________________________________________
 GZ1838* NAD 83(1986)-  37 05 06.     (N)    085 17 45.     (W)     SCALED    
 GZ1838* NAVD 88     -       261.38   (meters)     857.5    (feet)  RESET     
 GZ1838  ___________________________________________________________________
 GZ1838  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GZ1838
 GZ1838  VERT ORDER  -  THIRD
 GZ1838
 GZ1838.The horizontal coordinates were scaled from a topographic map and have
 GZ1838.an estimated accuracy of +/- 6 seconds.
 GZ1838
 GZ1838.The orthometric height was computed from unverified reset data.
 GZ1838.No vertical observational check was made to the station.
 GZ1838
 GZ1838.The geoid height was determined by GEOID03.
 GZ1838
 GZ1838;                    North         East    Units  Estimated Accuracy
 GZ1838;SPC KY1Z     - 1,083,520.    1,540,380.      MT  (+/- 180 meters Scaled)
 GZ1838
 GZ1838                          SUPERSEDED SURVEY CONTROL
 GZ1838
 GZ1838  NGVD 29 (??/??/??)  261.54   (m)          858.1    (f) RESET       3  
 GZ1838
 GZ1838.Superseded values are not recommended for survey control.
 GZ1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1838.See file dsdata.txt to determine how the superseded data were derived.
 GZ1838
 GZ1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG514056(NAD 83)
 GZ1838_MARKER: DZ = AZIMUTH MARK DISK
 GZ1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1838_STAMPING: COLUMBIA 2 1964
 GZ1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1838+STABILITY: SURFACE MOTION
 GZ1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1838+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 GZ1838
 GZ1838  HISTORY     - Date     Condition        Report By
 GZ1838  HISTORY     - 1964     MONUMENTED       CGS
 GZ1838  HISTORY     - 20050816 GOOD             KYTC
 GZ1838
 GZ1838                          STATION DESCRIPTION
 GZ1838
 GZ1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GZ1838'1.4 MI S FROM COLUMBIA.
 GZ1838'ABOUT 1.4 MILES SOUTH ALONG STATE ROUTE 55 FROM THE ADAIR COUNTY
 GZ1838'COURTHOUSE IN COLUMBIA TO THE COLUMBIA 2 1964 STATION SITE ON THE
 GZ1838'LEFT, THENCE EAST ALONG THE DRIVE LEADING INTO THE COLUMBIA
 GZ1838'INDUSTRIAL SITE FOR 0.2 MILE, AND JUST WEST OF THE ENTRANCE GATE
 GZ1838'INTO THE INDUSTRIAL SITE.  IT IS 43 FEET SOUTH OF POWERLINE POLE
 GZ1838'NO. 249, 41 FEET WEST OF A POWERLINE BRACE POLE, 39 FEET WEST OF THE
 GZ1838'SOUTH ONE OF TWO BRICK PILLARS, 29 FEET SOUTH OF THE APPROXIMATE
 GZ1838'CENTER OF THE DRIVE, 2.6 FEET WEST OF A METAL WITNESS POST AND
 GZ1838'SIGN, AND 1 FOOT NORTH OF A WOVEN WIRE FENCE.  IT IS A STANDARD
 GZ1838'AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GZ1838'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED COLUMBIA
 GZ1838'2 1964.
 GZ1838
 GZ1838                          STATION RECOVERY (2005)
 GZ1838
 GZ1838'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1834 ***********************************************************************
 GZ1834  DESIGNATION -  COLUMBIA 2 RM 3
 GZ1834  PID         -  GZ1834
 GZ1834  STATE/COUNTY-  KY/ADAIR
 GZ1834  USGS QUAD   -  COLUMBIA (1976)
 GZ1834
 GZ1834                         *CURRENT SURVEY CONTROL
 GZ1834  ___________________________________________________________________
 GZ1834* NAD 83(1986)-  37 05 01.     (N)    085 17 57.     (W)     SCALED    
 GZ1834* NAVD 88     -       264.22   (meters)     866.9    (feet)  RESET     
 GZ1834  ___________________________________________________________________
 GZ1834  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GZ1834
 GZ1834  VERT ORDER  -  THIRD
 GZ1834
 GZ1834.The horizontal coordinates were scaled from a topographic map and have
 GZ1834.an estimated accuracy of +/- 6 seconds.
 GZ1834
 GZ1834.The orthometric height was computed from unverified reset data.
 GZ1834.No vertical observational check was made to the station.
 GZ1834
 GZ1834.The geoid height was determined by GEOID03.
 GZ1834
 GZ1834;                    North         East    Units  Estimated Accuracy
 GZ1834;SPC KY1Z     - 1,083,370.    1,540,090.      MT  (+/- 180 meters Scaled)
 GZ1834
 GZ1834                          SUPERSEDED SURVEY CONTROL
 GZ1834
 GZ1834  NGVD 29 (??/??/??)  264.38   (m)          867.4    (f) RESET       3  
 GZ1834
 GZ1834.Superseded values are not recommended for survey control.
 GZ1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1834.See file dsdata.txt to determine how the superseded data were derived.
 GZ1834
 GZ1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG511055(NAD 83)
 GZ1834_MARKER: DR = REFERENCE MARK DISK
 GZ1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1834_STAMPING: COLUMBIA 2 NO 3 1964
 GZ1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1834+STABILITY: SURFACE MOTION
 GZ1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1834+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 GZ1834
 GZ1834  HISTORY     - Date     Condition        Report By
 GZ1834  HISTORY     - 1964     MONUMENTED       CGS
 GZ1834  HISTORY     - 20050816 GOOD             KYTC
 GZ1834
 GZ1834                          STATION DESCRIPTION
 GZ1834
 GZ1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GZ1834'1.4 MI S FROM COLUMBIA.
 GZ1834'THIS MARK IS AT THE COLUMBIA 2 1964 STATION SITE ABOUT 1.4 MILES
 GZ1834'SOUTH OF THE ADAIR COUNTY COURTHOUSE IN COLUMBIA AND ALONG STATE
 GZ1834'ROUTE 55 NEAR THE ENTRANCE DRIVE OF THE COLUMBIA INDUSTRIAL SITE.
 GZ1834'IT IS ACROSS THE DRIVE NORTHWEST OF COLUMBIA 2 1964 A DISTANCE
 GZ1834'OF 66.52 FEET, 52 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GZ1834'ROUTE 55, 31 FEET EAST OF A POWERLINE POLE, 29 FEET NORTH OF THE
 GZ1834'APPROXIMATE CENTER OF THE DRIVE LEADING INTO THE INDUSTRIAL SITE,
 GZ1834'24 FEET EAST OF THE METAL COVER OF A WATER METER, AND DIRECTLY
 GZ1834'UNDER THE POWERLINES LEADING WEST FROM THE TAYLOR COUNTY RURAL
 GZ1834'ELECTRIC TRANSFORMER STATION.  IT IS A STANDARD REFERENCE MARK
 GZ1834'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GZ1834'PROJECTS 4 INCHES AND THE DISK IS STAMPED COLUMBIA 2 NO 3 1964.
 GZ1834
 GZ1834                          STATION RECOVERY (2005)
 GZ1834
 GZ1834'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2717 ***********************************************************************
 GZ2717  DESIGNATION -  COLUMBIA ADAIR CO CTHSE TOWER
 GZ2717  PID         -  GZ2717
 GZ2717  STATE/COUNTY-  KY/ADAIR
 GZ2717  USGS QUAD   -  COLUMBIA (1976)
 GZ2717
 GZ2717                         *CURRENT SURVEY CONTROL
 GZ2717  ___________________________________________________________________
 GZ2717* NAD 83(1993)-  37 06 10.17322(N)    085 18 21.81358(W)     ADJUSTED  
 GZ2717* NAVD 88     -                                                        
 GZ2717  ___________________________________________________________________
 GZ2717  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 GZ2717  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ2717
 GZ2717  HORZ ORDER  -  THIRD
 GZ2717
 GZ2717.The horizontal coordinates were established by classical geodetic methods
 GZ2717.and adjusted by the National Geodetic Survey in December 1995..
 GZ2717
 GZ2717
 GZ2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2717
 GZ2717.The geoid height was determined by GEOID03.
 GZ2717
 GZ2717;                    North         East     Units Scale Factor Converg.
 GZ2717;SPC KY1Z     - 1,085,496.078 1,539,462.296   MT  0.99999539   +0 16 21.2
 GZ2717;SPC KY1Z     - 3,561,331.72  5,050,719.22   sFT  0.99999539   +0 16 21.2
 GZ2717;SPC KY S     -   585,486.000   539,460.646   MT  0.99995351   +0 16 09.2
 GZ2717;SPC KY S     - 1,920,881.98  1,769,880.47   sFT  0.99995351   +0 16 09.2
 GZ2717;UTM  16      - 4,107,621.787   650,523.005   MT  0.99987911   +1 01 19.4
 GZ2717
 GZ2717                          SUPERSEDED SURVEY CONTROL
 GZ2717
 GZ2717  NAD 83(1986)-  37 06 10.18248(N)    085 18 21.82174(W) AD(       ) 4
 GZ2717  NAD 27      -  37 06 09.95000(N)    085 18 21.97000(W) AD(       ) 3
 GZ2717
 GZ2717.Superseded values are not recommended for survey control.
 GZ2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2717.See file dsdata.txt to determine how the superseded data were derived.
 GZ2717
 GZ2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5052307622(NAD 83)
 GZ2717_MARKER: 55 = TOWER
 GZ2717
 GZ2717  HISTORY     - Date     Condition        Report By
 GZ2717  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2717
 GZ2717                          STATION DESCRIPTION
 GZ2717
 GZ2717'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2717'STATION IS LOCATED ATOP THE ADAIR COUNTY COURTHOUSE BUILDING. IT IS A
 GZ2717'CLOCK TOWER ABOUT 25 FEET HIGH PAINTED RED AND WHITE WITH A CLOCK
 GZ2717'ON ALL FOUR SIDES. THE POINT OF INTERSECTION WAS THE CENTER OF THE
 GZ2717'TOP OF THE CLOCK TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2718 ***********************************************************************
 GZ2718  DESIGNATION -  COLUMBIA MUNICIPAL WATER TANK
 GZ2718  PID         -  GZ2718
 GZ2718  STATE/COUNTY-  KY/ADAIR
 GZ2718  USGS QUAD   -  COLUMBIA (1976)
 GZ2718
 GZ2718                         *CURRENT SURVEY CONTROL
 GZ2718  ___________________________________________________________________
 GZ2718* NAD 83(1993)-  37 06 05.17030(N)    085 17 52.88062(W)     ADJUSTED  
 GZ2718* NAVD 88     -                                                        
 GZ2718  ___________________________________________________________________
 GZ2718  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 GZ2718  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ2718
 GZ2718  HORZ ORDER  -  THIRD
 GZ2718
 GZ2718.The horizontal coordinates were established by classical geodetic methods
 GZ2718.and adjusted by the National Geodetic Survey in December 1995..
 GZ2718
 GZ2718
 GZ2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2718
 GZ2718.The geoid height was determined by GEOID03.
 GZ2718
 GZ2718;                    North         East     Units Scale Factor Converg.
 GZ2718;SPC KY1Z     - 1,085,345.281 1,540,177.448   MT  0.99999572   +0 16 39.0
 GZ2718;SPC KY1Z     - 3,560,836.98  5,053,065.51   sFT  0.99999572   +0 16 39.0
 GZ2718;SPC KY S     -   585,335.168   540,175.759   MT  0.99995361   +0 16 26.8
 GZ2718;SPC KY S     - 1,920,387.13  1,772,226.64   sFT  0.99995361   +0 16 26.8
 GZ2718;UTM  16      - 4,107,480.373   651,239.986   MT  0.99988178   +1 01 36.8
 GZ2718
 GZ2718                          SUPERSEDED SURVEY CONTROL
 GZ2718
 GZ2718  NAD 83(1986)-  37 06 05.17970(N)    085 17 52.88880(W) AD(       ) 4
 GZ2718  NAD 27      -  37 06 04.94800(N)    085 17 53.03000(W) AD(       ) 3
 GZ2718
 GZ2718.Superseded values are not recommended for survey control.
 GZ2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2718.See file dsdata.txt to determine how the superseded data were derived.
 GZ2718
 GZ2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5124007480(NAD 83)
 GZ2718_MARKER: 51 = TANK
 GZ2718
 GZ2718  HISTORY     - Date     Condition        Report By
 GZ2718  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2718
 GZ2718                          STATION DESCRIPTION
 GZ2718
 GZ2718'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2718'STATION IS LOCATED IN THE EAST SECTION OF COLUMBIA. THE STATION IS A
 GZ2718'FOUR LEGGED STEEL STRUCTURE ABOUT 115 FEET HIGH WITH A WATER TANK
 GZ2718'ATOP PAINTED SILVER. THE POINT OBSERVED ON WAS THE BALL AT THE APEX
 GZ2718'OF THE ROOF OF THE WATER TANK.
 GZ2718'
 GZ2718'TO REACH THE STATION FROM THE COURTHOUSE IN COLUMBIA, GO EAST ON
 GZ2718'STATE HIGHWAY NO. 55 FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN
 GZ2718'RIGHT AND GO 0.25 MILE TO THE TOP OF HILL AND THE STATION IS ABOUT
 GZ2718'0.15 MILE EAST OF THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2719 ***********************************************************************
 GZ2719  DESIGNATION -  COLUMBIA RADIO STA WAIN MAST
 GZ2719  PID         -  GZ2719
 GZ2719  STATE/COUNTY-  KY/ADAIR
 GZ2719  USGS QUAD   -  COLUMBIA (1976)
 GZ2719
 GZ2719                         *CURRENT SURVEY CONTROL
 GZ2719  ___________________________________________________________________
 GZ2719* NAD 83(1993)-  37 06 26.48003(N)    085 16 41.30041(W)     ADJUSTED  
 GZ2719* NAVD 88     -                                                        
 GZ2719  ___________________________________________________________________
 GZ2719  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 GZ2719  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GZ2719
 GZ2719  HORZ ORDER  -  THIRD
 GZ2719
 GZ2719.The horizontal coordinates were established by classical geodetic methods
 GZ2719.and adjusted by the National Geodetic Survey in December 1995..
 GZ2719
 GZ2719
 GZ2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2719
 GZ2719.The geoid height was determined by GEOID03.
 GZ2719
 GZ2719;                    North         East     Units Scale Factor Converg.
 GZ2719;SPC KY1Z     - 1,086,010.948 1,541,941.597   MT  0.99999434   +0 17 22.9
 GZ2719;SPC KY1Z     - 3,563,020.92  5,058,853.39   sFT  0.99999434   +0 17 22.9
 GZ2719;SPC KY S     -   586,000.700   541,939.875   MT  0.99995319   +0 17 10.2
 GZ2719;SPC KY S     - 1,922,570.63  1,778,014.41   sFT  0.99995319   +0 17 10.2
 GZ2719;UTM  16      - 4,108,168.979   652,995.085   MT  0.99988836   +1 02 20.5
 GZ2719
 GZ2719                          SUPERSEDED SURVEY CONTROL
 GZ2719
 GZ2719  NAD 83(1986)-  37 06 26.48943(N)    085 16 41.30855(W) AD(       ) 4
 GZ2719  NAD 27      -  37 06 26.26200(N)    085 16 41.45600(W) AD(       ) 3
 GZ2719
 GZ2719.Superseded values are not recommended for survey control.
 GZ2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2719.See file dsdata.txt to determine how the superseded data were derived.
 GZ2719
 GZ2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5299508169(NAD 83)
 GZ2719_MARKER: 42 = RADIO/TV MAST
 GZ2719
 GZ2719  HISTORY     - Date     Condition        Report By
 GZ2719  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2719
 GZ2719                          STATION DESCRIPTION
 GZ2719
 GZ2719'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2719'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF THE COURTHOUSE IN
 GZ2719'COLUMBIA ON THE HIGHEST POINT OF A SMALL HILL ABOUT 200 FEET SOUTH
 GZ2719'OF STATE HIGHWAY NO. 206. IT IS AN ALL STEEL STRUCTURE WITH AN OVER
 GZ2719'ALL HEIGHT OF 213 FEET PAINTED IN ALTERNATE SECTIONS OF RED AND
 GZ2719'WHITE WITH TWO SETS OF RED LIGHTS AT INTERVALS DOWN THE SIDE AND A
 GZ2719'RED BLINKER LIGHT ON TOP OF STRUCTURE.
 GZ2719'
 GZ2719'TO REACH FROM THE NORTHEAST SIDE OF COURTHOUSE SQUARE IN COLUMBIA, GO
 GZ2719'NORTH ON STATE HIGHWAY NO. 55 FOR 0.3 MILE TO JUNCTION WITH
 GZ2719'STATE HIGHWAY NO. 206, TURN RIGHT AND GO NORTHEAST ON STATE HIGHWAY
 GZ2719'NO. 206 FOR 1-1/2 MILES TO STATION ON THE SOUTH SIDE AS
 GZ2719'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1836 ***********************************************************************
 GZ1836  DESIGNATION -  COLUMBIA RM 2
 GZ1836  PID         -  GZ1836
 GZ1836  STATE/COUNTY-  KY/ADAIR
 GZ1836  USGS QUAD   -  COLUMBIA (1976)
 GZ1836
 GZ1836                         *CURRENT SURVEY CONTROL
 GZ1836  ___________________________________________________________________
 GZ1836* NAD 83(1986)-  37 05 01.     (N)    085 17 57.     (W)     SCALED    
 GZ1836* NAVD 88     -       263.630  (meters)     864.93   (feet)  ADJUSTED  
 GZ1836  ___________________________________________________________________
 GZ1836  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GZ1836  DYNAMIC HT  -         263.420 (meters)     864.24  (feet)  COMP
 GZ1836  MODELED GRAV-     979,826.9   (mgal)                       NAVD 88
 GZ1836
 GZ1836  VERT ORDER  -  SECOND    CLASS 0
 GZ1836
 GZ1836.The horizontal coordinates were scaled from a topographic map and have
 GZ1836.an estimated accuracy of +/- 6 seconds.
 GZ1836
 GZ1836.The orthometric height was determined by differential leveling
 GZ1836.and adjusted by the National Geodetic Survey in June 1991..
 GZ1836
 GZ1836.The geoid height was determined by GEOID03.
 GZ1836
 GZ1836.The dynamic height is computed by dividing the NAVD 88
 GZ1836.geopotential number by the normal gravity value computed on the
 GZ1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1836.degrees latitude (g = 980.6199 gals.).
 GZ1836
 GZ1836.The modeled gravity was interpolated from observed gravity values.
 GZ1836
 GZ1836;                    North         East    Units  Estimated Accuracy
 GZ1836;SPC KY1Z     - 1,083,370.    1,540,090.      MT  (+/- 180 meters Scaled)
 GZ1836
 GZ1836                          SUPERSEDED SURVEY CONTROL
 GZ1836
 GZ1836  NGVD 29 (??/??/92)  263.790  (m)          865.45   (f) ADJ UNCH    2 0
 GZ1836
 GZ1836.Superseded values are not recommended for survey control.
 GZ1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1836.See file dsdata.txt to determine how the superseded data were derived.
 GZ1836
 GZ1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG511055(NAD 83)
 GZ1836_MARKER: DR = REFERENCE MARK DISK
 GZ1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1836_STAMPING: COLUMBIA NO 2 1951
 GZ1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1836+STABILITY: SURFACE MOTION
 GZ1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1836+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 GZ1836
 GZ1836  HISTORY     - Date     Condition        Report By
 GZ1836  HISTORY     - 1951     MONUMENTED       CGS
 GZ1836  HISTORY     - 1964     GOOD             NGS
 GZ1836  HISTORY     - 20050816 GOOD             KYTC
 GZ1836
 GZ1836                          STATION DESCRIPTION
 GZ1836
 GZ1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GZ1836'1.4 MI S FROM COLUMBIA.
 GZ1836'THIS MARK IS AT THE COLUMBIA 2 1964 STATION SITE ABOUT 1.4 MILES
 GZ1836'SOUTH OF THE ADAIR COUNTY COURTHOUSE IN COLUMBIA AND ALONG STATE
 GZ1836'ROUTE 55 NEAR THE ENTRANCE DRIVE OF THE COLUMBIA INDUSTRIAL SITE.
 GZ1836'IT IS ACROSS THIS DRIVE SOUTHWEST OF THE TAYLOR COUNTY RURAL
 GZ1836'ELECTRIC TRANSFORMER STATION, 79 FEET SOUTH OF THE APPROXIMATE
 GZ1836'CENTER OF THE DRIVE, 71.90 FEET SOUTHWEST OF STATION COLUMBIA 2
 GZ1836'1964, 51 FEET NORTH OF THE SOUTHWEST CORNER OF A BARN LOT, 49 FEET
 GZ1836'SOUTH OF THE NORTHWEST CORNER OF A BARN LOT, 31 FEET EAST OF THE
 GZ1836'APPROXIMATE CENTER OF STATE ROUTE 55, 3 FEET EAST OF A POWERLINE
 GZ1836'BRACE POLE, AND 3 FEET WEST OF A WOVEN WIRE FENCE.  IT IS A
 GZ1836'STANDARD REFERENCE MARK DISK SET IN A 10-INCH SQUARE, FLUSH,
 GZ1836'CONCRETE MONUMENT AND THE DISK IS STAMPED COLUMBIA NO 2 1951
 GZ1836'865.451.
 GZ1836
 GZ1836                          STATION RECOVERY (2005)
 GZ1836
 GZ1836'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1551 ***********************************************************************
 GD1551  DESIGNATION -  COLUMBUS WATER TANK
 GD1551  PID         -  GD1551
 GD1551  STATE/COUNTY-  KY/HICKMAN
 GD1551  USGS QUAD   -  ARLINGTON (1982)
 GD1551
 GD1551                         *CURRENT SURVEY CONTROL
 GD1551  ___________________________________________________________________
 GD1551* NAD 83(1993)-  36 45 31.50884(N)    089 06 10.84745(W)     ADJUSTED  
 GD1551* NAVD 88     -                                                        
 GD1551  ___________________________________________________________________
 GD1551  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 GD1551  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GD1551
 GD1551  HORZ ORDER  -  THIRD
 GD1551
 GD1551.The horizontal coordinates were established by classical geodetic methods
 GD1551.and adjusted by the National Geodetic Survey in February 2000..
 GD1551
 GD1551
 GD1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1551
 GD1551.The geoid height was determined by GEOID03.
 GD1551
 GD1551;                    North         East     Units Scale Factor Converg.
 GD1551;SPC KY1Z     - 1,052,595.170 1,200,638.866   MT  1.00009346   -2 03 31.0
 GD1551;SPC KY1Z     - 3,453,389.32  3,939,096.01   sFT  1.00009346   -2 03 31.0
 GD1551;SPC KY S     -   552,522.718   200,666.631   MT  0.99999548   -2 02 00.5
 GD1551;SPC KY S     - 1,812,734.95    658,353.77   sFT  0.99999548   -2 02 00.5
 GD1551;SPC MO E     -   103,591.960   374,735.103   MT  1.00012495   +0 50 10.1
 GD1551;UTM  16      - 4,070,172.768   312,280.591   MT  1.00003415   -1 15 32.1
 GD1551
 GD1551                          SUPERSEDED SURVEY CONTROL
 GD1551
 GD1551  NAD 83(1993)-  36 45 31.51581(N)    089 06 10.84322(W) AD(       ) 4
 GD1551  NAD 83(1986)-  36 45 31.52023(N)    089 06 10.85009(W) AD(       ) 4
 GD1551  NAD 27      -  36 45 31.31400(N)    089 06 10.60700(W) AD(       ) 3
 GD1551
 GD1551.Superseded values are not recommended for survey control.
 GD1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1551.See file dsdata.txt to determine how the superseded data were derived.
 GD1551
 GD1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1228170173(NAD 83)
 GD1551_MARKER: 51 = TANK
 GD1551
 GD1551  HISTORY     - Date     Condition        Report By
 GD1551  HISTORY     - 1929     FIRST OBSERVED   CGS
 GD1551
 GD1551                          STATION DESCRIPTION
 GD1551
 GD1551'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2896 ***********************************************************************
 GZ2896  DESIGNATION -  COMBS
 GZ2896  PID         -  GZ2896
 GZ2896  STATE/COUNTY-  KY/MADISON
 GZ2896  USGS QUAD   -  FORD (1993)
 GZ2896
 GZ2896                         *CURRENT SURVEY CONTROL
 GZ2896  ___________________________________________________________________
 GZ2896* NAD 83(1993)-  37 53 34.23188(N)    084 17 19.21149(W)     ADJUSTED  
 GZ2896* NAVD 88     -       304.5    (meters)     999.     (feet)  VERTCON   
 GZ2896  ___________________________________________________________________
 GZ2896  X           -     501,559.053 (meters)                     COMP
 GZ2896  Y           -  -5,014,939.003 (meters)                     COMP
 GZ2896  Z           -   3,896,231.487 (meters)                     COMP
 GZ2896  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 GZ2896  ELLIP HEIGHT-         271.88  (meters)          (12/20/95) GPS OBS
 GZ2896  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 GZ2896
 GZ2896  HORZ ORDER  -  SECOND
 GZ2896  ELLP ORDER  -  FOURTH    CLASS I
 GZ2896
 GZ2896.The horizontal coordinates were established by classical geodetic methods
 GZ2896.and adjusted by the National Geodetic Survey in December 1995..
 GZ2896
 GZ2896.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2896
 GZ2896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ2896
 GZ2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2896
 GZ2896.The ellipsoidal height was determined by GPS observations
 GZ2896.and is referenced to NAD 83.
 GZ2896
 GZ2896.The geoid height was determined by GEOID03.
 GZ2896
 GZ2896;                    North         East     Units Scale Factor Converg.
 GZ2896;SPC KY1Z     - 1,174,084.293 1,628,521.299   MT  0.99990498   +0 53 49.9
 GZ2896;SPC KY1Z     - 3,851,974.88  5,342,906.96   sFT  0.99990498   +0 53 49.9
 GZ2896;SPC KY S     -   674,065.170   628,532.722   MT  0.99999286   +0 53 10.5
 GZ2896;SPC KY S     - 2,211,495.48  2,062,111.11   sFT  0.99999286   +0 53 10.5
 GZ2896;SPC KY N     -    43,604.906   496,598.554   MT  1.00001199   -0 01 26.6
 GZ2896;SPC KY N     -   143,060.43  1,629,257.09   sFT  1.00001199   -0 01 26.6
 GZ2896;UTM  16      - 4,197,391.904   738,415.569   MT  1.00030016   +1 39 57.8
 GZ2896
 GZ2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2896!SPC KY1Z     -   0.99995734  x   0.99990498  =   0.99986232
 GZ2896!SPC KY S     -   0.99995734  x   0.99999286  =   0.99995020
 GZ2896!SPC KY N     -   0.99995734  x   1.00001199  =   0.99996933
 GZ2896!UTM  16      -   0.99995734  x   1.00030016  =   1.00025749
 GZ2896
 GZ2896:                Primary Azimuth Mark                     Grid Az
 GZ2896:SPC KY1Z     -  WINCHESTER MUNICIPAL STANDPIPE           042 15 12.4
 GZ2896:SPC KY S     -  WINCHESTER MUNICIPAL STANDPIPE           042 15 51.8
 GZ2896:SPC KY N     -  WINCHESTER MUNICIPAL STANDPIPE           043 10 28.9
 GZ2896:UTM  16      -  WINCHESTER MUNICIPAL STANDPIPE           041 29 04.5
 GZ2896
 GZ2896|---------------------------------------------------------------------|
 GZ2896| PID    Reference Object                     Distance      Geod. Az  |
 GZ2896|                                                           dddmmss.s |
 GZ2896| GZ2858 WINCHESTER MUNICIPAL STANDPIPE      APPROX.13.8 KM 0430902.3 |
 GZ2896| DB9080 COMBS AZ MK                                        1182533.5 |
 GZ2896| DB9081 COMBS RM 1                           26.107 METERS 13943     |
 GZ2896| DB9082 COMBS RM 2                           29.567 METERS 21400     |
 GZ2896|---------------------------------------------------------------------|
 GZ2896
 GZ2896                          SUPERSEDED SURVEY CONTROL
 GZ2896
 GZ2896  NAD 83(1986)-  37 53 34.23786(N)    084 17 19.21561(W) AD(       ) 2
 GZ2896  NAD 27      -  37 53 33.95400(N)    084 17 19.46600(W) AD(       ) 2
 GZ2896  NGVD 29 (07/19/86)  304.7    (m)         1000.     (f) VERT ANG       
 GZ2896
 GZ2896.Superseded values are not recommended for survey control.
 GZ2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2896.See file dsdata.txt to determine how the superseded data were derived.
 GZ2896
 GZ2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3841697392(NAD 83)
 GZ2896_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2896_SP_SET: CONCRETE POST
 GZ2896_STAMPING: COMBS 1951
 GZ2896_MARK LOGO: CGS   
 GZ2896_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2896+STABILITY: POSITION/ELEVATION WELL
 GZ2896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2896+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1990
 GZ2896
 GZ2896  HISTORY     - Date     Condition        Report By
 GZ2896  HISTORY     - 1951     MONUMENTED       CGS
 GZ2896  HISTORY     - 1951     GOOD             CGS
 GZ2896  HISTORY     - 1961     GOOD             PAS
 GZ2896  HISTORY     - 19900622 GOOD             GRWAS
 GZ2896
 GZ2896                          STATION DESCRIPTION
 GZ2896
 GZ2896'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2896'STATION IS LOCATED ABOUT 10 MILES NORTH OF RICHMOND AND 9 MILES
 GZ2896'SOUTHWEST OF WINCHESTER ON THE HIGHEST POINT OF A PROMINENT
 GZ2896'HILL IN AN OPEN FIELD AND ON LAND OWNED BY MRS. ANNA K. MCCOY.  IT IS
 GZ2896'ABOUT 0.2 MI W OF FRAME FARM HOUSE, 5 FT SOUTHWEST OF WHITE WITNESS
 GZ2896'POST AND 1 FOOT WEST OF FENCE LINE.  THE MARK PROJECTS 2 INCHES AND
 GZ2896'THE DISK IS STAMPED COMBS 1951.
 GZ2896'
 GZ2896'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF FENCE LINE, SET ON THE EAST
 GZ2896'SLOPE OF THE HILL ABOUT 2 FEET LOWER IN ELEVATION THAN STATION
 GZ2896'MARK.  THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED COMBS NO 1
 GZ2896'1951.
 GZ2896'
 GZ2896'REFERENCE MARK NO. 2 IS 15 FEET SOUTH OF THE CENTER OF FARM ROAD, 6
 GZ2896'FEET WEST OF FENCE LINE AND 1 FOOT SOUTH OF FENCE LINE, SET ON THE
 GZ2896'SOUTH SLOPE OF THE HILL ABOUT 2 FEET LOWER IN ELEVATION THAN STATION
 GZ2896'MARK.  THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED COMBS NO 2
 GZ2896'1951.
 GZ2896'
 GZ2896'THE AZIMUTH MARK IS 3 FEET SOUTHEAST OF WHITE WITNESS POST AND 3 FEET
 GZ2896'EAST OF CORNER POST, SET IN THE SOUTHWEST CORNER OF THE BARN YARD.
 GZ2896'THE MARK IS SET FLUSH WITH THE GROUND SURFACE AND THE DISK STAMPED
 GZ2896'COMBS 1951.
 GZ2896'
 GZ2896'TO REACH THE STATION FROM THE COURTHOUSE IN RICHMOND, GO NORTH ON
 GZ2896'U.S. HIGHWAY NO. 25 FOR 7.2 MILES TO JUNCTION WITH STATE HIGHWAY
 GZ2896'NO. 388, TURN RIGHT AND FOLLOW STATE HIGHWAY NO. 388 FOR 4.7 MILES TO
 GZ2896'SIDE ROAD LEFT, BEAR LEFT FOR 0.2 MILE TO BOARD GATE ON LEFT INTO
 GZ2896'BARN YARD, TURN LEFT THROUGH GATE PASSING TO THE RIGHT OF BARN TO
 GZ2896'ANOTHER GATE AND AZIMUTH MARK IN FENCE CORNER ON THE RIGHT,
 GZ2896'PASS THROUGH GATE AND FOLLOW FARM ROAD UP LANE FOR ABOUT 100 YARDS,
 GZ2896'BEAR LEFT AROUND THE NORTH SIDE OF SMALL POND AND CROSS OPEN FIELD IN
 GZ2896'A SOUTHERLY DIRECTON FOR 0.2 MILE TO GATE IN FENCE CORNER, PASS
 GZ2896'THROUGH GATE AND TURN SHARP RIGHT ALONG FENCE LINE FOR ABOUT 100 FEET
 GZ2896'TO STATION AS DESCRIBED.
 GZ2896'
 GZ2896'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GZ2896
 GZ2896                          STATION RECOVERY (1951)
 GZ2896
 GZ2896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ2896'RECOVERED IN GOOD CONDITION.
 GZ2896
 GZ2896                          STATION RECOVERY (1961)
 GZ2896
 GZ2896'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1961 (EB)
 GZ2896'THE STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 GZ2896'AND IN GOOD CONDITION.  OLD DESCRIPTION AND THE TO REACH IS
 GZ2896'ADEQUATE.
 GZ2896'
 GZ2896'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GZ2896
 GZ2896                          STATION RECOVERY (1990)
 GZ2896
 GZ2896'RECOVERY NOTE BY GRW AERIAL SURVEY 1990
 GZ2896'STATION IS LOCATED ABOUT 10 MILES NORTH OF RICHMOND AND 9 MILES
 GZ2896'SOUTHWEST OF WINCHESTER ON THE HIGHEST POINT OF A PROMINENT
 GZ2896'HILL IN AN OPEN FIELD AND ON LAND OWNED BY MRS. ANNA K. MCCOY.  IT IS
 GZ2896'ABOUT 0.2 MI W OF FRAME FARM HOUSE, 5 FT SOUTHWEST OF WHITE WITNESS
 GZ2896'POST AND 1 FOOT WEST OF FENCE LINE.  THE MARK PROJECTS 2 INCHES AND
 GZ2896'THE DISK IS STAMPED COMBS 1951.
 GZ2896'TO REACH THE STATION FROM THE COURTHOUSE IN RICHMOND, GO NORTH ON
 GZ2896'U.S. HIGHWAY NO. 25 FOR 7.2 MILES TO JUNCTION WITH STATE HIGHWAY
 GZ2896'NO. 388, TURN RIGHT AND FOLLOW STATE HIGHWAY NO. 388 FOR 4.7 MILES TO
 GZ2896'SIDE ROAD LEFT, BEAR LEFT FOR 0.2 MILE TO BOARD GATE ON LEFT INTO
 GZ2896'BARN YARD, TURN LEFT THROUGH GATE PASSING TO THE RIGHT OF BARN TO
 GZ2896'ANOTHER GATE AND AZIMUTH MARK IN FENCE CORNER ON THE RIGHT,
 GZ2896'PASS THROUGH GATE AND FOLLOW FARM ROAD UP LANE FOR ABOUT 100 YARDS,
 GZ2896'BEAR LEFT AROUND THE NORTH SIDE OF SMALL POND AND CROSS OPEN FIELD IN
 GZ2896'A SOUTHERLY DIRECTON FOR 0.2 MILE TO GATE IN FENCE CORNER, PASS
 GZ2896'THROUGH GATE AND TURN SHARP RIGHT ALONG FENCE LINE FOR ABOUT 100 FEET
 GZ2896'TO STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2711 ***********************************************************************
 GC2711  DESIGNATION -  CONFEDERATE
 GC2711  PID         -  GC2711
 GC2711  STATE/COUNTY-  KY/LYON
 GC2711  USGS QUAD   -  LAMASCO (1983)
 GC2711
 GC2711                         *CURRENT SURVEY CONTROL
 GC2711  ___________________________________________________________________
 GC2711* NAD 83(1993)-  36 59 31.99986(N)    087 59 51.45207(W)     ADJUSTED  
 GC2711* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 GC2711  ___________________________________________________________________
 GC2711  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GC2711  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC2711
 GC2711  HORZ ORDER  -  THIRD
 GC2711
 GC2711.The horizontal coordinates were established by classical geodetic methods
 GC2711.and adjusted by the National Geodetic Survey in December 1995..
 GC2711
 GC2711.The orthometric height was scaled from a topographic map.
 GC2711
 GC2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2711
 GC2711.The geoid height was determined by GEOID03.
 GC2711
 GC2711;                    North         East     Units Scale Factor Converg.
 GC2711;SPC KY1Z     - 1,075,536.907 1,299,929.447   MT  1.00002305   -1 22 47.8
 GC2711;SPC KY1Z     - 3,528,657.34  4,264,851.86   sFT  1.00002305   -1 22 47.8
 GC2711;SPC KY S     -   575,499.039   299,940.970   MT  0.99996310   -1 21 47.2
 GC2711;SPC KY S     - 1,888,116.43    984,056.33   sFT  0.99996310   -1 21 47.2
 GC2711;UTM  16      - 4,094,474.620   411,224.910   MT  0.99969709   -0 36 01.1
 GC2711
 GC2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2711!SPC KY1Z     -   0.99997664  x   1.00002305  =   0.99999969
 GC2711!SPC KY S     -   0.99997664  x   0.99996310  =   0.99993974
 GC2711!UTM  16      -   0.99997664  x   0.99969709  =   0.99967373
 GC2711
 GC2711|---------------------------------------------------------------------|
 GC2711| PID    Reference Object                     Distance      Geod. Az  |
 GC2711|                                                           dddmmss.s |
 GC2711| GC2712 MLB 1370 TVA 1953                     5.192 METERS 15053     |
 GC2711| CG5134 CONFEDERATE RM 1                     29.383 METERS 26450     |
 GC2711| CG5133 CONFEDERATE AZ MK                                  3081437.9 |
 GC2711|---------------------------------------------------------------------|
 GC2711
 GC2711                          SUPERSEDED SURVEY CONTROL
 GC2711
 GC2711  NAD 83(1986)-  36 59 32.00871(N)    087 59 51.45540(W) AD(       ) 3
 GC2711  NAD 27      -  36 59 31.82100(N)    087 59 51.38000(W) AD(       ) 3
 GC2711
 GC2711.Superseded values are not recommended for survey control.
 GC2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2711.See file dsdata.txt to determine how the superseded data were derived.
 GC2711
 GC2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1122594475(NAD 83)
 GC2711_MARKER: DS = TRIANGULATION STATION DISK
 GC2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2711
 GC2711  HISTORY     - Date     Condition        Report By
 GC2711  HISTORY     - 1953     MONUMENTED       CGS
 GC2711
 GC2711                          STATION DESCRIPTION
 GC2711
 GC2711'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2711'STATION IS LOCATED 13 MILES NORTHWEST OF CADIZ, IN THE TOWN OF
 GC2711'CONFEDERATE, AND ON PROPERTY OWNED BY MR. M.A. RAMEY.  IT IS 75
 GC2711'FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE, 57 FEET NORTH OF THE
 GC2711'CENTER OF STATE HIGHWAY 93, 20 FEET EAST OF A POWER LINE POLE AND
 GC2711'10 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 GC2711'DISK IS STAMPED CONFEDERATE 1953.
 GC2711'
 GC2711'REFERENCE MARK NO. 1 IS 24 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 GC2711'AND 2 FEET EAST OF A POWER LINE POLE.  THE MARK PROJECTS 2
 GC2711'INCHES AND THE DISK IS STAMPED CONFEDERATE NO. 1 1953.
 GC2711'
 GC2711'MLB 1370 (TVA) IS USED AS A REFERENCE MARK.  IT IS 50 FEET NORTH OF
 GC2711'THE CENTER OF THE HIGHWAY, 35 FEET EAST OF THE POWER LINE POLE
 GC2711'AND 19 FEET EAST OF THE WHITE WITNESS POST.  THE MARK IS A 6 X 6 INCH
 GC2711'CONCRETE POST, PROJECTING 4 INCHES WITH A STANDARD TVA BENCH MARK
 GC2711'DISK ATOP STAMPED MLB 1370 1948.
 GC2711'
 GC2711'AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 24 FEET
 GC2711'WEST OF A POWER LINE POLE AND 1 FOOT EAST OF A WHITE WITNESS POST.
 GC2711'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CONFEDERATE 1953.
 GC2711'
 GC2711'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 68 AND
 GC2711'STATE HIGHWAY 139, IN CADIZ, GO NORTH ON HIGHWAY 139 FOR 7.4
 GC2711'MILES TO THE INTERSECTON OF STATE HIGHWAY 93, TURN LEFT AND GO
 GC2711'NORTHWEST ON HIGHWAY 93 FOR 3.7 MILES TO THE INTERSECTION OF
 GC2711'STATE HIGHWAY 514, CONTINUE ON HIGHWAY 93 FOR 3.8 MILES TO THE TOWN
 GC2711'OF CONFEDERATE AND THE STATION AS DESCRIBED.  CONTINUE ON THE
 GC2711'HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 GC2711'
 GC2711'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2483 ***********************************************************************
 GC2483  DESIGNATION -  CONTROL TOWER
 GC2483  PID         -  GC2483
 GC2483  STATE/COUNTY-  KY/CHRISTIAN
 GC2483  USGS QUAD   -  OAK GROVE (1982)
 GC2483
 GC2483                         *CURRENT SURVEY CONTROL
 GC2483  ___________________________________________________________________
 GC2483* NAD 83(1993)-  36 40 11.28060(N)    087 29 13.47571(W)     ADJUSTED  
 GC2483* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 GC2483  ___________________________________________________________________
 GC2483  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 GC2483  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC2483
 GC2483  HORZ ORDER  -  THIRD
 GC2483
 GC2483.The horizontal coordinates were established by classical geodetic methods
 GC2483.and adjusted by the National Geodetic Survey in December 1995..
 GC2483
 GC2483.The orthometric height was scaled from a topographic map.
 GC2483
 GC2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2483
 GC2483.The geoid height was determined by GEOID03.
 GC2483
 GC2483;                    North         East     Units Scale Factor Converg.
 GC2483;SPC KY1Z     - 1,038,789.681 1,344,703.502   MT  1.00012458   -1 03 59.4
 GC2483;SPC KY1Z     - 3,408,095.81  4,411,748.07   sFT  1.00012458   -1 03 59.4
 GC2483;SPC KY S     -   538,766.651   344,720.744   MT  1.00001214   -1 03 12.5
 GC2483;SPC KY S     - 1,767,603.59  1,130,971.31   sFT  1.00001214   -1 03 12.5
 GC2483;SPC TN       -   260,249.401   467,060.497   MT  1.00005470   -0 52 14.1
 GC2483;SPC TN       -   853,834.91  1,532,347.65   sFT  1.00005470   -0 52 14.1
 GC2483;UTM  16      - 4,058,353.736   456,475.009   MT  0.99962334   -0 17 27.2
 GC2483
 GC2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2483!SPC KY1Z     -   0.99997765  x   1.00012458  =   1.00010223
 GC2483!SPC KY S     -   0.99997765  x   1.00001214  =   0.99998979
 GC2483!SPC TN       -   0.99997765  x   1.00005470  =   1.00003235
 GC2483!UTM  16      -   0.99997765  x   0.99962334  =   0.99960100
 GC2483
 GC2483:                Primary Azimuth Mark                     Grid Az
 GC2483:SPC KY1Z     -  FORT CAMPBELL SOUTH WATER TANK           140 08 03.1
 GC2483:SPC KY S     -  FORT CAMPBELL SOUTH WATER TANK           140 07 16.2
 GC2483:SPC TN       -  FORT CAMPBELL SOUTH WATER TANK           139 56 17.8
 GC2483:UTM  16      -  FORT CAMPBELL SOUTH WATER TANK           139 21 30.9
 GC2483
 GC2483|---------------------------------------------------------------------|
 GC2483| PID    Reference Object                     Distance      Geod. Az  |
 GC2483|                                                           dddmmss.s |
 GC2483| GC2487 FORT CAMPBELL SOUTH WATER TANK      APPROX. 5.3 KM 1390403.7 |
 GC2483| GC2486 FORT CAMPBELL NORTH WATER TANK      APPROX. 2.0 KM 1461338.2 |
 GC2483| GC2480 X 133 RESET                         134.601 METERS 20428     |
 GC2483| GC2484 CONTROL TOWER AZ MK                 APPROX. 0.8 KM 2940809.1 |
 GC2483|---------------------------------------------------------------------|
 GC2483
 GC2483                          SUPERSEDED SURVEY CONTROL
 GC2483
 GC2483  NAD 83(1993)-  36 40 11.28996(N)    087 29 13.47860(W) AD(       ) 3
 GC2483  NAD 83(1986)-  36 40 11.28994(N)    087 29 13.47857(W) AD(       ) 3
 GC2483  NAD 27      -  36 40 11.12200(N)    087 29 13.44000(W) AD(       ) 3
 GC2483
 GC2483.Superseded values are not recommended for survey control.
 GC2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2483.See file dsdata.txt to determine how the superseded data were derived.
 GC2483
 GC2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5647558354(NAD 83)
 GC2483_MARKER: DS = TRIANGULATION STATION DISK
 GC2483_SETTING: 0 = UNSPECIFIED SETTING
 GC2483_STAMPING: CONTROL TOWER 1953
 GC2483_MARK LOGO: CGS   
 GC2483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2483
 GC2483  HISTORY     - Date     Condition        Report By
 GC2483  HISTORY     - 1953     MONUMENTED       CGS
 GC2483  HISTORY     - 1960     GOOD             LOCSUR
 GC2483  HISTORY     - 1960     GOOD             USE
 GC2483  HISTORY     - 1967     GOOD             CGS
 GC2483  HISTORY     - 1978     GOOD             NGS
 GC2483
 GC2483                          STATION DESCRIPTION
 GC2483
 GC2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2483'STATION IS LOCATED IN THE CATWALK OF THE CONTROL TOWER OF THE FORT
 GC2483'CAMPBELL AIR BASE. IT IS 10 FEET NORTHWEST OF THE DOOR TO THE
 GC2483'CATWALK AND 1 FOOT EAST OF THE WEST EDGE OF THE CATWALK. THE DISK IS
 GC2483'SET IN A DRILL HOLE IN THE CATWALK AND IS STAMPED---CONTROL TOWER
 GC2483'1953---.
 GC2483'
 GC2483'AZIMUTH MARK IS 155 FEET NORTHEAST OF THE CENTER OF RUN-WAY NO. 36
 GC2483'AND 118 FEET SOUTH OF THE CENTER OF RUN-WAY NO. 24.  THE MARK IS
 GC2483'FLUSH AND THE DISK IS STAMPED---CONTROL TOWER 1953---.
 GC2483'
 GC2483'BENCH MARK X 133 IS 35 FEET NORTHEAST OF THE CENTER OF F-AVENUE AND
 GC2483'11 FEET WEST OF THE WEST CORNER OF WAREHOUSE 2B.  THE MARK IS 12 X
 GC2483'12 INCH CONCRETE POST, FLUSH WITH THE GROUND WITH A STANDARD U.S.
 GC2483'COAST AND GEODETIC SURVEY BENCH MARK DISK ATOP
 GC2483'STAMPED---X 133 RESET 1953---.
 GC2483'
 GC2483'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC2483
 GC2483                          STATION RECOVERY (1960)
 GC2483
 GC2483'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 GC2483'STATION RECOVERED.
 GC2483
 GC2483                          STATION RECOVERY (1960)
 GC2483
 GC2483'RECOVERY NOTE BY US ENGINEERS 1960
 GC2483'CONTROL TOWER RECOVERED AS DESCRIBED.  (AZ. MARK NOT FOUND.)
 GC2483
 GC2483                          STATION RECOVERY (1967)
 GC2483
 GC2483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DLW)
 GC2483'THE STATION WAS RECOVERED AS DESCRIBED.
 GC2483
 GC2483                          STATION RECOVERY (1978)
 GC2483
 GC2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JVD)
 GC2483'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 GC2483'DESCRIBED.  THE DESCRIPTION IS ADEQUATE FOR RECOVERY EXCEPT
 GC2483'THAT THE STRUCTURE IS NO LONGER USED AS A CONTROL TOWER.  KEYS
 GC2483'TO THE TOWER MAY OBTAINED FROM THE ASSISTANT FIRE CHIEF AT
 GC2483'THE FIRE STATION ADJACENT TO THIS OLD CONTROL TOWER.
 GC2483'
 GC2483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GC2483'AT CAMPBELL ARMY AIRFIELD, FORT CAMPBELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2484 ***********************************************************************
 GC2484  DESIGNATION -  CONTROL TOWER AZ MK
 GC2484  PID         -  GC2484
 GC2484  STATE/COUNTY-  KY/CHRISTIAN
 GC2484  USGS QUAD   -  OAK GROVE (1982)
 GC2484
 GC2484                         *CURRENT SURVEY CONTROL
 GC2484  ___________________________________________________________________
 GC2484* NAD 83(1993)-  36 40 22.30184(N)    087 29 44.01364(W)     ADJUSTED  
 GC2484* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 GC2484  ___________________________________________________________________
 GC2484  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 GC2484  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC2484
 GC2484  HORZ ORDER  -  THIRD
 GC2484
 GC2484.The horizontal coordinates were established by classical geodetic methods
 GC2484.and adjusted by the National Geodetic Survey in December 1995..
 GC2484
 GC2484.The orthometric height was scaled from a topographic map.
 GC2484
 GC2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2484
 GC2484.The geoid height was determined by GEOID03.
 GC2484
 GC2484;                    North         East     Units Scale Factor Converg.
 GC2484;SPC KY1Z     - 1,039,143.548 1,343,951.578   MT  1.00012347   -1 04 18.1
 GC2484;SPC KY1Z     - 3,409,256.79  4,409,281.14   sFT  1.00012347   -1 04 18.1
 GC2484;SPC KY S     -   539,120.308   343,968.824   MT  1.00001153   -1 03 31.0
 GC2484;SPC KY S     - 1,768,763.88  1,128,504.38   sFT  1.00001153   -1 03 31.0
 GC2484;SPC TN       -   260,600.670   466,307.418   MT  1.00005548   -0 52 32.0
 GC2484;SPC TN       -   854,987.36  1,529,876.92   sFT  1.00005548   -0 52 32.0
 GC2484;UTM  16      - 4,058,697.220   455,718.742   MT  0.99962416   -0 17 45.5
 GC2484
 GC2484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2484!SPC KY1Z     -   0.99997812  x   1.00012347  =   1.00010159
 GC2484!SPC KY S     -   0.99997812  x   1.00001153  =   0.99998965
 GC2484!SPC TN       -   0.99997812  x   1.00005548  =   1.00003360
 GC2484!UTM  16      -   0.99997812  x   0.99962416  =   0.99960229
 GC2484
 GC2484:                Primary Azimuth Mark                     Grid Az
 GC2484:SPC KY1Z     -  CONTROL TOWER                            115 12 08.9
 GC2484:SPC KY S     -  CONTROL TOWER                            115 11 21.8
 GC2484:SPC TN       -  CONTROL TOWER                            115 00 22.8
 GC2484:UTM  16      -  CONTROL TOWER                            114 25 36.3
 GC2484
 GC2484|---------------------------------------------------------------------|
 GC2484| PID    Reference Object                     Distance      Geod. Az  |
 GC2484|                                                           dddmmss.s |
 GC2484| GC2483 CONTROL TOWER                       APPROX. 0.8 KM 1140750.8 |
 GC2484| GC2486 FORT CAMPBELL NORTH WATER TANK      APPROX. 2.8 KM 1370619.4 |
 GC2484|---------------------------------------------------------------------|
 GC2484
 GC2484                          SUPERSEDED SURVEY CONTROL
 GC2484
 GC2484  NAD 83(1993)-  36 40 22.31134(N)    087 29 44.01737(W) AD(       ) 3
 GC2484  NAD 83(1986)-  36 40 22.31119(N)    087 29 44.01652(W) AD(       ) 3
 GC2484  NAD 27      -  36 40 22.14300(N)    087 29 43.97700(W) AD(       ) 3
 GC2484
 GC2484.Superseded values are not recommended for survey control.
 GC2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2484.See file dsdata.txt to determine how the superseded data were derived.
 GC2484
 GC2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5571958697(NAD 83)
 GC2484_MARKER: DZ = AZIMUTH MARK DISK
 GC2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2484_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2484_STAMPING: CONTROL TOWER 1953
 GC2484_MARK LOGO: CGS   
 GC2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2484+STABILITY: SURFACE MOTION
 GC2484
 GC2484  HISTORY     - Date     Condition        Report By
 GC2484  HISTORY     - 1953     MONUMENTED       CGS
 GC2484  HISTORY     - 1967     GOOD             CGS
 GC2484  HISTORY     - 1978     GOOD             NGS
 GC2484
 GC2484                          STATION DESCRIPTION
 GC2484
 GC2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2484'THE STATION IS LOCATED 15 MILES SOUTH OF HOPKINSVILLE ON THE AIR
 GC2484'FIELD OF FORT CAMPBELL. IT IS 155 FEET NORTHEAST OF THE CENTER OF
 GC2484'RUN-WAY NO. 36 AND 118 FEET SOUTH OF THE CENTER OF RUN-WAY NO. 24.
 GC2484'THE MARK IS FLUSH AND THE DISK IS STAMPED---CONTROL TOWER 1953---.
 GC2484'
 GC2484'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC2484
 GC2484                          STATION RECOVERY (1967)
 GC2484
 GC2484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DLW)
 GC2484'THE MARK WAS RECOVERED IN GOOD CONDITION BUT THE DESCRIPTION WAS
 GC2484'NOT ACCURATE.  THE MARK IS LOCATED ON FORT CAMBELL AIR FIELD, 141
 GC2484'FT. EAST OF RUNWAY EDGE 18-36 AND 63 FT. SOUTH OF RUNWAY EDGE 9-27.
 GC2484'9-27 IS NOT ACTIVE AND IS BEING USED AS A TAXIWAY.
 GC2484
 GC2484                          STATION RECOVERY (1978)
 GC2484
 GC2484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JVD)
 GC2484'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 GC2484'DESCRIPTION IS ADEQUATE FOR RECOVERY EXCEPT THAT THE SURFACE
 GC2484'PREVIOUSLY REFERRED TO AS RUN-WAY NO. 24 IS NOW DESIGNATED TAXIWAY
 GC2484'9.  VISITATION TO THE STATION MUST BE COORDINATED WITH ALERT
 GC2484'CONTROL LOCATED IN BUILDING T-7283 OR THE DISPATCHER IN THE
 GC2484'AIRFIELD OPERATIONS BUILDING.
 GC2484'
 GC2484'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CAMPBELL ARMY
 GC2484'AIRFIELD, FORT CAMPBELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0218 ***********************************************************************
 GZ0218  DESIGNATION -  CONWAY
 GZ0218  PID         -  GZ0218
 GZ0218  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0218  USGS QUAD   -  WILDIE (1970)
 GZ0218
 GZ0218                         *CURRENT SURVEY CONTROL
 GZ0218  ___________________________________________________________________
 GZ0218* NAD 83(1993)-  37 29 23.32866(N)    084 19 33.88239(W)     ADJUSTED  
 GZ0218* NAVD 88     -       303.380  (meters)     995.34   (feet)  ADJUSTED  
 GZ0218  ___________________________________________________________________
 GZ0218  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 GZ0218  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GZ0218  DYNAMIC HT  -         303.149 (meters)     994.58  (feet)  COMP
 GZ0218  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 GZ0218
 GZ0218  HORZ ORDER  -  SECOND
 GZ0218  VERT ORDER  -  SECOND    CLASS 0
 GZ0218
 GZ0218.The horizontal coordinates were established by classical geodetic methods
 GZ0218.and adjusted by the National Geodetic Survey in December 1995..
 GZ0218
 GZ0218.The orthometric height was determined by differential leveling
 GZ0218.and adjusted by the National Geodetic Survey in June 1991..
 GZ0218
 GZ0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0218
 GZ0218.The geoid height was determined by GEOID03.
 GZ0218
 GZ0218.The dynamic height is computed by dividing the NAVD 88
 GZ0218.geopotential number by the normal gravity value computed on the
 GZ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0218.degrees latitude (g = 980.6199 gals.).
 GZ0218
 GZ0218.The modeled gravity was interpolated from observed gravity values.
 GZ0218
 GZ0218;                    North         East     Units Scale Factor Converg.
 GZ0218;SPC KY1Z     - 1,129,310.156 1,625,913.992   MT  0.99992757   +0 52 27.2
 GZ0218;SPC KY1Z     - 3,705,078.40  5,334,352.82   sFT  0.99992757   +0 52 27.2
 GZ0218;SPC KY S     -   629,289.079   625,916.819   MT  0.99994908   +0 51 48.8
 GZ0218;SPC KY S     - 2,064,592.59  2,053,528.76   sFT  0.99994908   +0 51 48.8
 GZ0218;UTM  16      - 4,152,569.953   736,402.674   MT  1.00028844   +1 37 41.4
 GZ0218
 GZ0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0218!SPC KY1Z     -   0.99995729  x   0.99992757  =   0.99988486
 GZ0218!SPC KY S     -   0.99995729  x   0.99994908  =   0.99990637
 GZ0218!UTM  16      -   0.99995729  x   1.00028844  =   1.00024572
 GZ0218
 GZ0218|---------------------------------------------------------------------|
 GZ0218| PID    Reference Object                     Distance      Geod. Az  |
 GZ0218|                                                           dddmmss.s |
 GZ0218| GZ0216 CONWAY RM 1                           7.249 METERS 01504     |
 GZ0218| GZ0217 CONWAY RM 2                           6.190 METERS 13151     |
 GZ0218| GZ0219 CONWAY AZ                           APPROX. 1.0 KM 1945332.9 |
 GZ0218|---------------------------------------------------------------------|
 GZ0218
 GZ0218                          SUPERSEDED SURVEY CONTROL
 GZ0218
 GZ0218  NAD 83(1986)-  37 29 23.33520(N)    084 19 33.88830(W) AD(       ) 2
 GZ0218  NAD 27      -  37 29 23.04000(N)    084 19 34.11700(W) AD(       ) 2
 GZ0218  NGVD 29 (??/??/92)  303.527  (m)          995.82   (f) ADJ UNCH    2 0
 GZ0218
 GZ0218.Superseded values are not recommended for survey control.
 GZ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0218.See file dsdata.txt to determine how the superseded data were derived.
 GZ0218
 GZ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3640352570(NAD 83)
 GZ0218_MARKER: DS = TRIANGULATION STATION DISK
 GZ0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0218_SP_SET: CONCRETE
 GZ0218_STAMPING: CONWAY 1951
 GZ0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0218
 GZ0218  HISTORY     - Date     Condition        Report By
 GZ0218  HISTORY     - 1951     MONUMENTED       CGS
 GZ0218  HISTORY     - 1962     GOOD             CGS
 GZ0218  HISTORY     - 1963     GOOD             PAS
 GZ0218
 GZ0218                          STATION DESCRIPTION
 GZ0218
 GZ0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ0218'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF BEREA ALONG THE EAST
 GZ0218'SIDE OF THE L. AND N. RAILROAD.  IT IS 77 FEET SOUTHEAST OF
 GZ0218'THE RAILROAD SEMAPHORE NO. 1371, 57 FEET NORTH OF THE CENTER OF A
 GZ0218'DIRT ROAD, 17 FEET EAST OF THE EAST RAIL OF THE RAILROAD AND 6
 GZ0218'FEET WEST OF THE WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 GZ0218'IS STAMPED CONWAY 1951.
 GZ0218'
 GZ0218'REFERENCE MARK NO. 1 IS 17 FEET EAST OF THE EAST RAIL OF THE
 GZ0218'RAILROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED CONWAY NO
 GZ0218'1 1951.
 GZ0218'
 GZ0218'REFERENCE MARK NO. 2 IS 35 FEET EAST OF THE EAST RAIL OF THE
 GZ0218'RAILROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED CONWAY NO
 GZ0218'2 1951.
 GZ0218'
 GZ0218'AZIMUTH MARK IS 18 FEET EAST OF THE EAST RAIL OF THE RAILROAD AND 4
 GZ0218'FEET WEST OF THE WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 GZ0218'DISK IS STAMPED CONWAY 1951.
 GZ0218'
 GZ0218'TO REACH THE STATION FROM THE POST OFFICE IN BEREA, GO SOUTH ON U.S.
 GZ0218'HIGHWAY NO. 25 FOR 6.25 MILES TO A DIRT SIDE ROAD LEFT, TURN LEFT
 GZ0218'AND CROSS THE RAILROAD TRACKS AND THE STATION ON THE LEFT AS
 GZ0218'DESCRIBED.
 GZ0218'
 GZ0218'TO REACH THE AZIMUTH MARK FROM THE DIRT SIDE ROAD LEFT, CONTINUE
 GZ0218'SOUTH ON U. S. HIGHWAY NO. 25 FOR 0.65 MILE TO THE AZIMUTH MARK
 GZ0218'ON THE LEFT.
 GZ0218'
 GZ0218'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 GZ0218
 GZ0218                          STATION RECOVERY (1962)
 GZ0218
 GZ0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (EB)
 GZ0218'STATION, AZIMUTH AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 GZ0218'GOOD CONDITION.  A METAL WITNESS POST AND SIGN WAS SET AT STATION
 GZ0218'AND AZIMUTH MARK.  STATION IS 3.0 FEET WEST OF POST AND AZIMUTH MARK
 GZ0218'IS 2.3 FEET WEST OF POST.
 GZ0218'
 GZ0218'THE OLD DESCRIPTION AND TO REACH IS ADEQUATE.
 GZ0218'
 GZ0218'HEIGHT OF LIGHT ABOVE STATION MARK IS 1.5 METERS.
 GZ0218
 GZ0218                          STATION RECOVERY (1963)
 GZ0218
 GZ0218'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0218'6.2 MI S FROM BEREA.
 GZ0218'ABOUT 6.25 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0218'OFFICE IN BEREA TO A DIRT SIDE ROAD LEFT, TURN LEFT AND CROSS
 GZ0218'THE RAILROAD TRACKS TO MARK ON THE LEFT.  IT IS ABOUT 1.1
 GZ0218'MILES NORTH OF CONWAY, 77 FEET SOUTHEAST AND ACROSS TRACKS FROM
 GZ0218'SEMAPHORE NO. 137.1, 57 FEET NORTH OF THE CENTER OF DIRT ROAD,
 GZ0218'17 FEET EAST OF THE EAST RAIL OF NORTH BOUND TRACK, 3.0 FEET
 GZ0218'WEST OF METAL WITNESS POST AND SIGN AND ABOUT 3 FEET LOWER
 GZ0218'THAN TRACKS.  A STANDARD U.S.C. AND G.S. TRIANGULATION DISK
 GZ0218'SET IN TOP OF CONCRETE, FLUSH WITH GROUND AND STAMPED CONWAY 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0219 ***********************************************************************
 GZ0219  DESIGNATION -  CONWAY AZ
 GZ0219  PID         -  GZ0219
 GZ0219  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0219  USGS QUAD   -  WILDIE (1970)
 GZ0219
 GZ0219                         *CURRENT SURVEY CONTROL
 GZ0219  ___________________________________________________________________
 GZ0219* NAD 83(1993)-  37 28 51.90780(N)    084 19 44.36772(W)     ADJUSTED  
 GZ0219* NAVD 88     -       297.409  (meters)     975.75   (feet)  ADJUSTED  
 GZ0219  ___________________________________________________________________
 GZ0219  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 GZ0219  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GZ0219  DYNAMIC HT  -         297.183 (meters)     975.01  (feet)  COMP
 GZ0219  MODELED GRAV-     979,861.3   (mgal)                       NAVD 88
 GZ0219
 GZ0219  HORZ ORDER  -  SECOND
 GZ0219  VERT ORDER  -  SECOND    CLASS 0
 GZ0219
 GZ0219.The horizontal coordinates were established by classical geodetic methods
 GZ0219.and adjusted by the National Geodetic Survey in December 1995..
 GZ0219
 GZ0219.The orthometric height was determined by differential leveling
 GZ0219.and adjusted by the National Geodetic Survey in June 1991..
 GZ0219
 GZ0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0219
 GZ0219.The geoid height was determined by GEOID03.
 GZ0219
 GZ0219.The dynamic height is computed by dividing the NAVD 88
 GZ0219.geopotential number by the normal gravity value computed on the
 GZ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0219.degrees latitude (g = 980.6199 gals.).
 GZ0219
 GZ0219.The modeled gravity was interpolated from observed gravity values.
 GZ0219
 GZ0219;                    North         East     Units Scale Factor Converg.
 GZ0219;SPC KY1Z     - 1,128,337.718 1,625,671.207   MT  0.99992860   +0 52 20.8
 GZ0219;SPC KY1Z     - 3,701,888.00  5,333,556.28   sFT  0.99992860   +0 52 20.8
 GZ0219;SPC KY S     -   628,316.666   625,673.848   MT  0.99994868   +0 51 42.4
 GZ0219;SPC KY S     - 2,061,402.26  2,052,731.62   sFT  0.99994868   +0 51 42.4
 GZ0219;UTM  16      - 4,151,594.054   736,172.620   MT  1.00028711   +1 37 33.8
 GZ0219
 GZ0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0219!SPC KY1Z     -   0.99995822  x   0.99992860  =   0.99988683
 GZ0219!SPC KY S     -   0.99995822  x   0.99994868  =   0.99990690
 GZ0219!UTM  16      -   0.99995822  x   1.00028711  =   1.00024532
 GZ0219
 GZ0219:                Primary Azimuth Mark                     Grid Az
 GZ0219:SPC KY1Z     -  CONWAY                                   014 01 05.7
 GZ0219:SPC KY S     -  CONWAY                                   014 01 44.1
 GZ0219:UTM  16      -  CONWAY                                   013 15 52.7
 GZ0219
 GZ0219|---------------------------------------------------------------------|
 GZ0219| PID    Reference Object                     Distance      Geod. Az  |
 GZ0219|                                                           dddmmss.s |
 GZ0219| GZ0218 CONWAY                              APPROX. 1.0 KM 0145326.5 |
 GZ0219|---------------------------------------------------------------------|
 GZ0219
 GZ0219                          SUPERSEDED SURVEY CONTROL
 GZ0219
 GZ0219  NAD 83(1986)-  37 28 51.91475(N)    084 19 44.37348(W) AD(       ) 2
 GZ0219  NAD 27      -  37 28 51.61800(N)    084 19 44.60200(W) AD(       ) 2
 GZ0219  NGVD 29 (??/??/92)  297.557  (m)          976.23   (f) ADJ UNCH    2 0
 GZ0219
 GZ0219.Superseded values are not recommended for survey control.
 GZ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0219.See file dsdata.txt to determine how the superseded data were derived.
 GZ0219
 GZ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3617351594(NAD 83)
 GZ0219_MARKER: DZ = AZIMUTH MARK DISK
 GZ0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0219_SP_SET: CONCRETE
 GZ0219_STAMPING: CONWAY 1951
 GZ0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0219
 GZ0219  HISTORY     - Date     Condition        Report By
 GZ0219  HISTORY     - 1951     MONUMENTED       CGS
 GZ0219  HISTORY     - 1963     GOOD             PAS
 GZ0219
 GZ0219                          STATION DESCRIPTION
 GZ0219
 GZ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ0219'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF BEREA ALONG THE
 GZ0219'EAST SIDE OF THE L. AND N. RAILROAD.  IT IS 18 FEET EAST OF THE
 GZ0219'EAST RAIL OF THE RAILROAD AND 4 FEET WEST OF THE WHITE WITNESS POST.
 GZ0219'THE MARK IS FLUSH AND THE DISK IS STAMPED CONWAY 1951.
 GZ0219'
 GZ0219'TO REACH THE STATION FROM THE POST OFFICE IN BEREA, GO SOUTH ON U.S.
 GZ0219'HIGHWAY NO. 25 FOR 6.9 MILES TO THE AZIMUTH MARK ON THE LEFT
 GZ0219'AS DESCRIBED.
 GZ0219'
 GZ0219'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GZ0219
 GZ0219                          STATION RECOVERY (1963)
 GZ0219
 GZ0219'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0219'6.9 MI S FROM BEREA.
 GZ0219'ABOUT 6.9 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0219'OFFICE IN BEREA TO MARK ON THE LEFT.  IT IS ABOUT 0.45 MILE
 GZ0219'NORTH OF CONWAY, AT THE BASE OF RAILROAD FILL, 18 FEET EAST OF THE
 GZ0219'EAST RAIL OF NORTH BOUND TRACK, 2.3 FEET WEST OF METAL WITNESS
 GZ0219'POST AND SIGN AND ABOUT 10 FEET LOWER THAN TRACKS.  A STANDARD
 GZ0219'U.S.C. AND G.S. AZIMUTH DISK SET IN TOP OF CONCRETE, FLUSH
 GZ0219'WITH GROUND AND STAMPED CONWAY 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0216 ***********************************************************************
 GZ0216  DESIGNATION -  CONWAY RM 1
 GZ0216  PID         -  GZ0216
 GZ0216  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0216  USGS QUAD   -  WILDIE (1970)
 GZ0216
 GZ0216                         *CURRENT SURVEY CONTROL
 GZ0216  ___________________________________________________________________
 GZ0216* NAD 83(1986)-  37 29 23.     (N)    084 19 34.     (W)     SCALED    
 GZ0216* NAVD 88     -       303.449  (meters)     995.57   (feet)  ADJUSTED  
 GZ0216  ___________________________________________________________________
 GZ0216  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GZ0216  DYNAMIC HT  -         303.218 (meters)     994.81  (feet)  COMP
 GZ0216  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 GZ0216
 GZ0216  VERT ORDER  -  SECOND    CLASS 0
 GZ0216
 GZ0216.The horizontal coordinates were scaled from a topographic map and have
 GZ0216.an estimated accuracy of +/- 6 seconds.
 GZ0216
 GZ0216.The orthometric height was determined by differential leveling
 GZ0216.and adjusted by the National Geodetic Survey in June 1991..
 GZ0216
 GZ0216.The geoid height was determined by GEOID03.
 GZ0216
 GZ0216.The dynamic height is computed by dividing the NAVD 88
 GZ0216.geopotential number by the normal gravity value computed on the
 GZ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0216.degrees latitude (g = 980.6199 gals.).
 GZ0216
 GZ0216.The modeled gravity was interpolated from observed gravity values.
 GZ0216
 GZ0216;                    North         East    Units  Estimated Accuracy
 GZ0216;SPC KY1Z     - 1,129,300.    1,625,910.      MT  (+/- 180 meters Scaled)
 GZ0216
 GZ0216                          SUPERSEDED SURVEY CONTROL
 GZ0216
 GZ0216  NGVD 29 (??/??/92)  303.596  (m)          996.05   (f) ADJ UNCH    2 0
 GZ0216
 GZ0216.Superseded values are not recommended for survey control.
 GZ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0216.See file dsdata.txt to determine how the superseded data were derived.
 GZ0216
 GZ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG364525(NAD 83)
 GZ0216_MARKER: DR = REFERENCE MARK DISK
 GZ0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0216_SP_SET: CONCRETE
 GZ0216_STAMPING: CONWAY NO 1 1951
 GZ0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0216
 GZ0216  HISTORY     - Date     Condition        Report By
 GZ0216  HISTORY     - 1951     MONUMENTED       CGS
 GZ0216  HISTORY     - 1963     GOOD             PAS
 GZ0216
 GZ0216                          STATION DESCRIPTION
 GZ0216
 GZ0216'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0216'6.2 MI S FROM BEREA.
 GZ0216'ABOUT 6.25 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0216'POST OFFICE IN BEREA TO A DIRT SIDE ROAD LEFT, TURN LEFT AND
 GZ0216'CROSS THE RAILROAD TRACKS TO MARK ON THE LEFT.  IT IS ABOUT 1.1
 GZ0216'MILES NORTH OF CONWAY, ABOUT 81 FEET NORTH OF THE CENTER OF
 GZ0216'DIRT ROAD AND 17 FEET EAST OF THE EAST RAIL OF NORTH BOUND
 GZ0216'TRACK.  A STANDARD U.S.C. AND G.S. REFERENCE DISK SET IN TOP OF
 GZ0216'CONCRETE, FLUSH WITH GROUND AND STAMPED CONWAY NO 1 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0217 ***********************************************************************
 GZ0217  DESIGNATION -  CONWAY RM 2
 GZ0217  PID         -  GZ0217
 GZ0217  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0217  USGS QUAD   -  WILDIE (1970)
 GZ0217
 GZ0217                         *CURRENT SURVEY CONTROL
 GZ0217  ___________________________________________________________________
 GZ0217* NAD 83(1986)-  37 29 23.     (N)    084 19 34.     (W)     SCALED    
 GZ0217* NAVD 88     -       302.932  (meters)     993.87   (feet)  ADJUSTED  
 GZ0217  ___________________________________________________________________
 GZ0217  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GZ0217  DYNAMIC HT  -         302.701 (meters)     993.11  (feet)  COMP
 GZ0217  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 GZ0217
 GZ0217  VERT ORDER  -  SECOND    CLASS 0
 GZ0217
 GZ0217.The horizontal coordinates were scaled from a topographic map and have
 GZ0217.an estimated accuracy of +/- 6 seconds.
 GZ0217
 GZ0217.The orthometric height was determined by differential leveling
 GZ0217.and adjusted by the National Geodetic Survey in June 1991..
 GZ0217
 GZ0217.The geoid height was determined by GEOID03.
 GZ0217
 GZ0217.The dynamic height is computed by dividing the NAVD 88
 GZ0217.geopotential number by the normal gravity value computed on the
 GZ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0217.degrees latitude (g = 980.6199 gals.).
 GZ0217
 GZ0217.The modeled gravity was interpolated from observed gravity values.
 GZ0217
 GZ0217;                    North         East    Units  Estimated Accuracy
 GZ0217;SPC KY1Z     - 1,129,300.    1,625,910.      MT  (+/- 180 meters Scaled)
 GZ0217
 GZ0217                          SUPERSEDED SURVEY CONTROL
 GZ0217
 GZ0217  NGVD 29 (??/??/92)  303.079  (m)          994.35   (f) ADJ UNCH    2 0
 GZ0217
 GZ0217.Superseded values are not recommended for survey control.
 GZ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0217.See file dsdata.txt to determine how the superseded data were derived.
 GZ0217
 GZ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG364525(NAD 83)
 GZ0217_MARKER: DR = REFERENCE MARK DISK
 GZ0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0217_SP_SET: CONCRETE
 GZ0217_STAMPING: CONWAY NO 2 1951
 GZ0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0217
 GZ0217  HISTORY     - Date     Condition        Report By
 GZ0217  HISTORY     - 1951     MONUMENTED       CGS
 GZ0217  HISTORY     - 1963     GOOD             PAS
 GZ0217
 GZ0217                          STATION DESCRIPTION
 GZ0217
 GZ0217'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0217'6.2 MI S FROM BEREA.
 GZ0217'ABOUT 6.25 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0217'POST OFFICE IN BEREA TO A DIRT SIDE ROAD LEFT, TURN LEFT AND
 GZ0217'CROSS THE RAILROAD TRACKS TO MARK ON THE LEFT.  IT IS ABOUT 1.1
 GZ0217'MILES NORTH OF CONWAY, 35 FEET EAST OF THE EAST RAIL OF NORTH
 GZ0217'BOUND TRACK, 8 FEET NORTH OF DIRT ROAD THAT PARALLELS TRACKS AND
 GZ0217'ABOUT 4 FEET LOWER THAN TRACKS.  A STANDARD U.S.C. AND G.S.
 GZ0217'REFERENCE DISK SET IN TOP OF CONCRETE, FLUSH WITH GROUND AND
 GZ0217'STAMPED CONWAY NO 2 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1445 ***********************************************************************
 HA1445  DESIGNATION -  COOL SPRINGS
 HA1445  PID         -  HA1445
 HA1445  STATE/COUNTY-  KY/OHIO
 HA1445  USGS QUAD   -  PARADISE (1963)
 HA1445
 HA1445                         *CURRENT SURVEY CONTROL
 HA1445  ___________________________________________________________________
 HA1445* NAD 83(1993)-  37 18 36.99917(N)    086 53 48.16863(W)     ADJUSTED  
 HA1445* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 HA1445  ___________________________________________________________________
 HA1445  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 HA1445  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HA1445
 HA1445  HORZ ORDER  -  SECOND
 HA1445
 HA1445.The horizontal coordinates were established by classical geodetic methods
 HA1445.and adjusted by the National Geodetic Survey in December 1995..
 HA1445
 HA1445.The orthometric height was scaled from a topographic map.
 HA1445
 HA1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1445
 HA1445.The geoid height was determined by GEOID03.
 HA1445
 HA1445;                    North         East     Units Scale Factor Converg.
 HA1445;SPC KY1Z     - 1,109,049.417 1,398,352.650   MT  0.99995343   -0 42 14.5
 HA1445;SPC KY1Z     - 3,638,606.30  4,587,761.99   sFT  0.99995343   -0 42 14.5
 HA1445;SPC KY S     -   609,032.284   398,353.395   MT  0.99994549   -0 41 43.6
 HA1445;SPC KY S     - 1,998,133.42  1,306,931.10   sFT  0.99994549   -0 41 43.6
 HA1445;UTM  16      - 4,129,298.371   509,152.550   MT  0.99960103   +0 03 45.4
 HA1445
 HA1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1445!SPC KY1Z     -   0.99997688  x   0.99995343  =   0.99993031
 HA1445!SPC KY S     -   0.99997688  x   0.99994549  =   0.99992237
 HA1445!UTM  16      -   0.99997688  x   0.99960103  =   0.99957792
 HA1445
 HA1445|---------------------------------------------------------------------|
 HA1445| PID    Reference Object                     Distance      Geod. Az  |
 HA1445|                                                           dddmmss.s |
 HA1445| CG8370 COOL SPRINGS RM 1                    28.849 METERS 00744     |
 HA1445| CG8369 COOL SPRINGS AZ MK                                 0190158.5 |
 HA1445| CG8371 COOL SPRINGS RM 2                                  13957     |
 HA1445| HA1446 ROCKPORT MUNICIPAL TANK             APPROX. 9.5 KM 2871614.6 |
 HA1445|---------------------------------------------------------------------|
 HA1445
 HA1445                          SUPERSEDED SURVEY CONTROL
 HA1445
 HA1445  NAD 83(1986)-  37 18 37.00924(N)    086 53 48.17539(W) AD(       ) 2
 HA1445  NAD 27      -  37 18 36.83500(N)    086 53 48.19400(W) AD(       ) 2
 HA1445
 HA1445.Superseded values are not recommended for survey control.
 HA1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1445.See file dsdata.txt to determine how the superseded data were derived.
 HA1445
 HA1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0915329298(NAD 83)
 HA1445_MARKER: DS = TRIANGULATION STATION DISK
 HA1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1445
 HA1445  HISTORY     - Date     Condition        Report By
 HA1445  HISTORY     - 1950     MONUMENTED       CGS
 HA1445  HISTORY     - 1952     GOOD             CGS
 HA1445
 HA1445                          STATION DESCRIPTION
 HA1445
 HA1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1445'STATION IS LOCATED ABOUT 13 MILES EAST OF CENTRAL CITY AND 6 MILES
 HA1445'SOUTH OF BEAVER DAM ON PROPERTY OF J. F. KNIGHT.  IT IS 26 FEET
 HA1445'WEST OF CENTER OF A DIRT ROAD AND 1 FOOT NORTH OF A WHITE WITNESS
 HA1445'POST.  THE MARK IS SET IN A FENCE LINE AND PROJECTS ABOUT 6 INCHES
 HA1445'AND THE DISK IS STAMPED COOL SPRINGS 1950.
 HA1445'
 HA1445'REFERENCE MARK NO. 1 IS SET IN A FENCE LINE.  THE MARK PROJECTS ABOUT
 HA1445'6 INCHES AND THE DISK IS STAMPED COOL SPRINGS NO 1 1950.
 HA1445'
 HA1445'REFERENCE MARK NO. 2 IS 15 FEET EAST OF CENTER OF DIRT ROAD.  THE
 HA1445'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED COOL SPRINGS
 HA1445'NO 2 1950.
 HA1445'
 HA1445'AZIMUTH MARK IS 38 FEET EAST OF CENTER OF STATE HIGHWAY 369 AND 3
 HA1445'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES
 HA1445'AND THE DISK IS STAMPED COOL SPRINGS 1950.
 HA1445'
 HA1445'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 HA1445'HIGHWAY 71 IN BEAVER DAM, GO SOUTH ON HIGHWAY 71 FOR
 HA1445'0.6 MILE TO THE JUNCTION OF STATE HIGHWAY 369, KEEP STRAIGHT AHEAD ON
 HA1445'HIGHWAY 369 AND GO SOUTH 5.8 MILES TO THE AZIMUTH
 HA1445'MARK ON LEFT AS DESCRIBED, CONTINUE AHEAD ON HIGHWAY
 HA1445'FOR 0.35 MILE TO A DIRT ROAD RIGHT, TURN RIGHT ON DIRT ROAD AND GO
 HA1445'WEST FOR 0.15 MILE TO A ROAD FORK, TURN RIGHT AND GO NORTH FOR 0.05
 HA1445'MILE TO TOP OF SMALL GRADE AND STATION ON LEFT AS DESCRIBED.
 HA1445'
 HA1445'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1445
 HA1445                          STATION RECOVERY (1952)
 HA1445
 HA1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1445'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HA1445'GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK NO 2 FAILED TO
 HA1445'CHECK.  THE OLD DESCRIPTION IS ADEQUATE.
 HA1445'
 HA1445'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1658 ***********************************************************************
 HA1658  DESIGNATION -  COOLERS KNOB
 HA1658  PID         -  HA1658
 HA1658  STATE/COUNTY-  KY/CALDWELL
 HA1658  USGS QUAD   -  SHADY GROVE (1954)
 HA1658
 HA1658                         *CURRENT SURVEY CONTROL
 HA1658  ___________________________________________________________________
 HA1658* NAD 83(1993)-  37 17 19.98465(N)    087 54 07.25639(W)     ADJUSTED  
 HA1658* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 HA1658  ___________________________________________________________________
 HA1658  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 HA1658  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 HA1658
 HA1658  HORZ ORDER  -  SECOND
 HA1658
 HA1658.The horizontal coordinates were established by classical geodetic methods
 HA1658.and adjusted by the National Geodetic Survey in December 1995..
 HA1658
 HA1658.The orthometric height was scaled from a topographic map.
 HA1658
 HA1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1658
 HA1658.The geoid height was determined by GEOID03.
 HA1658
 HA1658;                    North         East     Units Scale Factor Converg.
 HA1658;SPC KY1Z     - 1,108,250.818 1,309,197.693   MT  0.99995716   -1 19 16.5
 HA1658;SPC KY1Z     - 3,635,986.23  4,295,259.43   sFT  0.99995716   -1 19 16.5
 HA1658;SPC KY S     -   608,214.448   309,199.467   MT  0.99994571   -1 18 18.4
 HA1658;SPC KY S     - 1,995,450.23  1,014,431.92   sFT  0.99994571   -1 18 18.4
 HA1658;UTM  16      - 4,127,301.372   420,045.956   MT  0.99967874   -0 32 47.4
 HA1658
 HA1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1658!SPC KY1Z     -   0.99996791  x   0.99995716  =   0.99992508
 HA1658!SPC KY S     -   0.99996791  x   0.99994571  =   0.99991363
 HA1658!UTM  16      -   0.99996791  x   0.99967874  =   0.99964667
 HA1658
 HA1658|---------------------------------------------------------------------|
 HA1658| PID    Reference Object                     Distance      Geod. Az  |
 HA1658|                                                           dddmmss.s |
 HA1658| CG8374 COOLERS KNOB RM 2                    20.484 METERS 12032     |
 HA1658| HA1646 PRINCETON RADIO STA WPKY MAST       APPROX.19.1 KM 1682052.8 |
 HA1658| HA1651 KENTUCKY UTIL RAD KIW 88 MAST       APPROX.14.7 KM 2152800.8 |
 HA1658| HA1659 CRESWELL RADIO STA KIS 91 MAST      APPROX. 0.9 KM 2443214.6 |
 HA1658| CG8372 COOLERS KNOB AZ MK                                 2893225.8 |
 HA1658| HA1661 TRIBUNE LOOKOUT TOWER               APPROX.11.0 KM 3140803.3 |
 HA1658| CG8373 COOLERS KNOB RM 1                    16.645 METERS 35841     |
 HA1658|---------------------------------------------------------------------|
 HA1658
 HA1658                          SUPERSEDED SURVEY CONTROL
 HA1658
 HA1658  NAD 83(1986)-  37 17 19.99303(N)    087 54 07.25956(W) AD(       ) 2
 HA1658  NAD 27      -  37 17 19.82294(N)    087 54 07.20477(W) AD(       ) 2
 HA1658
 HA1658.Superseded values are not recommended for survey control.
 HA1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1658.See file dsdata.txt to determine how the superseded data were derived.
 HA1658
 HA1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2004627301(NAD 83)
 HA1658_MARKER: DS = TRIANGULATION STATION DISK
 HA1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1658_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1658+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 HA1658
 HA1658  HISTORY     - Date     Condition        Report By
 HA1658  HISTORY     - 1962     MONUMENTED       CGS
 HA1658  HISTORY     - 20021022 GOOD             PENRIL
 HA1658
 HA1658                          STATION DESCRIPTION
 HA1658
 HA1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1658'THE STATION IS ABOUT 11 MILES SOUTHWEST OF PROVIDENCE, ABOUT 10-1/2
 HA1658'MILES SOUTHEAST OF MARION, ABOUT 3-1/2 MILES SOUTH OF THE VILLAGE
 HA1658'OF SHADY GROVE, ON THE PROPERTY OF MR. CORBETTE TOWERY.  IT IS 81
 HA1658'FEET WEST OF A 36 INCH OAK TREE, 13 FEET SOUTH OF THE CENTER OF
 HA1658'AN OPEN WELL, AND 8 FEET SOUTHWEST OF A WITNESS POST.  THE MONUMENT
 HA1658'PROJECTS 3 INCHES AND THE DISK IS STAMPED COOLERS KNOB 1962.
 HA1658'
 HA1658'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 109 AND 120 IN
 HA1658'PROVIDENCE, GO WEST ON STATE HIGHWAY 120 FOR 4.9 MILES TO A NARROW
 HA1658'IRON BRIDGE. CONTINUE WEST ON STATE HIGHWAY 120 FOR 4.4 MILES TO A
 HA1658'SIDE ROAD RIGHT.  CONTINUE SOUTHERLY ON STATE HIGHWAY 120 FOR
 HA1658'1.6 MILES TO THE JUNCTION WITH STATE HIGHWAY 139.  TURN LEFT AND GO
 HA1658'SOUTHERLY ON STATE HIGHWAY 139 FOR 1.6 MILES TO THE VILLAGE OF
 HA1658'SHADY GROVE.  CONTINUE SOUTHERLY ON STATE HIGHWAY 139 FOR 3.65 MILES
 HA1658'TO THE HOME OF MR. TOWERY ON THE RIGHT AND THE AZIMUTH MARK ON THE
 HA1658'RIGHT.  TURN LEFT AND GO EAST THROUGH A FIELD FOR 0.4 MILE TO THE
 HA1658'EAST EDGE OF A CULTIVATED FIELD AND THE STATION.
 HA1658'
 HA1658'REFERENCE MARK 1 IS 41 FEET NORTH OF THE OPEN WELL, AND 48 FEET
 HA1658'NORTHWEST OF THE WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND
 HA1658'THE DISK IS STAMPED COOLERS KNOB NO 1 1962.
 HA1658'
 HA1658'REFERENCE MARK 2 IS 74 FEET SOUTHEAST OF THE OPEN WELL, AND 18 FEET
 HA1658'SOUTHWEST OF THE 18 INCH OAK TREE.  THE MONUMENT PROJECTS 3
 HA1658'INCHES AND THE DISK IS STAMPED COOLERS KNOB NO 2 1962.
 HA1658'
 HA1658'THE AZIMUTH MARK IS 65 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HA1658'FRAME HOUSE, 35 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 139, 20
 HA1658'FEET SOUTH OF A 36 INCH ELM TREE, 18 FEET NORTH OF THE CENTERLINE OF
 HA1658'A DRIVEWAY, AND 2 FEET NORTHEAST OF A WITNESS POST AND A POWER
 HA1658'POLE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED COOLERS
 HA1658'KNOB 1962.
 HA1658'
 HA1658'NO PICTURE POINT AVAILABLE.
 HA1658'
 HA1658'NO MEASUREMENT BETWEEN RMS, BRUSH ON LINE.
 HA1658'
 HA1658'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HA1658
 HA1658                          STATION RECOVERY (2002)
 HA1658
 HA1658'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2002 (RL)
 HA1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3148 ***********************************************************************
 GY3148  DESIGNATION -  COON
 GY3148  PID         -  GY3148
 GY3148  STATE/COUNTY-  KY/PIKE
 GY3148  USGS QUAD   -  MATEWAN (1992)
 GY3148
 GY3148                         *CURRENT SURVEY CONTROL
 GY3148  ___________________________________________________________________
 GY3148* NAD 83(1993)-  37 35 58.47294(N)    082 11 25.83684(W)     ADJUSTED  
 GY3148* NAVD 88     -       625.1    (meters)    2051.     (feet)  VERTCON   
 GY3148  ___________________________________________________________________
 GY3148  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 GY3148  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GY3148
 GY3148  HORZ ORDER  -  THIRD
 GY3148
 GY3148.The horizontal coordinates were established by classical geodetic methods
 GY3148.and adjusted by the National Geodetic Survey in December 1995..
 GY3148
 GY3148.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3148
 GY3148.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3148
 GY3148.The geoid height was determined by GEOID03.
 GY3148
 GY3148;                    North         East     Units Scale Factor Converg.
 GY3148;SPC KY1Z     - 1,146,524.268 1,814,228.589   MT  0.99991655   +2 11 07.4
 GY3148;SPC KY1Z     - 3,761,555.04  5,952,181.63   sFT  0.99991655   +2 11 07.4
 GY3148;SPC KY S     -   646,442.328   814,242.867   MT  0.99995610   +2 09 31.3
 GY3148;SPC KY S     - 2,120,869.54  2,671,395.14   sFT  0.99995610   +2 09 31.3
 GY3148;SPC WV S     -    67,221.292   494,873.820   MT  0.99997743   -0 44 09.5
 GY3148;UTM  17      - 4,162,054.851   394,908.657   MT  0.99973603   -0 43 35.2
 GY3148
 GY3148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3148!SPC KY1Z     -   0.99990687  x   0.99991655  =   0.99982343
 GY3148!SPC KY S     -   0.99990687  x   0.99995610  =   0.99986298
 GY3148!SPC WV S     -   0.99990687  x   0.99997743  =   0.99988431
 GY3148!UTM  17      -   0.99990687  x   0.99973603  =   0.99964293
 GY3148
 GY3148|---------------------------------------------------------------------|
 GY3148| PID    Reference Object                     Distance      Geod. Az  |
 GY3148|                                                           dddmmss.s |
 GY3148| DB9087 COON RM 1                             7.053 METERS 00325     |
 GY3148| DB9088 COON RM 2                             3.637 METERS 16029     |
 GY3148| DB9086 COON AZ MK                                         2655027.1 |
 GY3148|---------------------------------------------------------------------|
 GY3148
 GY3148                          SUPERSEDED SURVEY CONTROL
 GY3148
 GY3148  NAD 83(1993)-  37 35 58.48027(N)    082 11 25.84223(W) AD(       ) 3
 GY3148  NAD 83(1986)-  37 35 58.47995(N)    082 11 25.84476(W) AD(       ) 3
 GY3148  NAD 27      -  37 35 58.11530(N)    082 11 26.33970(W) AD(       ) 3
 GY3148  NGVD 29 (07/19/86)  625.3    (m)         2052.     (f) VERT ANG       
 GY3148
 GY3148.Superseded values are not recommended for survey control.
 GY3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3148.See file dsdata.txt to determine how the superseded data were derived.
 GY3148
 GY3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB9490962055(NAD 83)
 GY3148_MARKER: DS = TRIANGULATION STATION DISK
 GY3148_SETTING: 66 = SET IN ROCK OUTCROP
 GY3148
 GY3148  HISTORY     - Date     Condition        Report By
 GY3148  HISTORY     - 1957     MONUMENTED       CGS
 GY3148
 GY3148                          STATION DESCRIPTION
 GY3148
 GY3148'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3148'STATION IS APPROXIMATELY 7.0 MILES SOUTHEAST OF WILLIAMSON, WEST
 GY3148'VIRGINIA, 2.0 MILES SOUTHWEST OF MATEWAN, WEST VIRGINIA WHICH IS JUST
 GY3148'EAST OF THE WEST VIRGINIA-KENTUCKY STATE LINE, ON A HIGH KNOB LOCALLY
 GY3148'KNOWN AS COONS KNOB, NEAR THE HEAD OF COON CREEK AND ON LAND
 GY3148'OWNED BY MRS. EMMA THOMPSON.
 GY3148'
 GY3148'TO REACH FROM THE POST OFFICE IN WILLIAMSON, WEST VIRGINIA, GO WEST
 GY3148'ON U.S. HIGHWAY 119 FOR 0.1 MILE TO THE WEST END OF A STEEL
 GY3148'BRIDGE, TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 119 FOR 2.0 MILES TO
 GY3148'THE JUNCTION WITH KENTUCKY STATE HIGHWAY 308, CONTINUE STRAIGHT
 GY3148'AHEAD ON U.S. HIGHWAY 119 FOR 1.8 MILES TO THE JUNCTION OF KENTUCKY
 GY3148'STATE HIGHWAY 319, TURN LEFT, CROSS BRIDGE AND GO 0.05 MILE TO
 GY3148'THE TOLER POST OFFICE, TURN LEFT AND GO EAST AND THEN SOUTH FOR 1.8
 GY3148'MILES (PASSING THROUGH THE VILLAGE OF HARDY) TO A SIDE ROAD
 GY3148'ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO A ROAD ON
 GY3148'THE RIGHT AT A LONE CHIMNEY ON THE RIGHT AND THE AZIMUTH MARK ABOUT
 GY3148'100 FEET NORTH OF THE SIDE ROAD RIGHT AND CHIMNEY AND ON THE WEST
 GY3148'SIDE OF A SMALL CREEK WHICH RUNS ALONG SIDE OF THE MAIN ROAD.
 GY3148'CONTINUE STRAIGHT AHEAD ON BLACKTOP ROAD FOR 0.05 MILE TO A
 GY3148'SIDE ROAD ON THE LEFT, JUST BEFORE REACHING A CONCRETE BRIDGE, TURN
 GY3148'LEFT AND GO UP HOLLOW FOR 0.5 MILE TO A TRIANGLE BLAZE ON A
 GY3148'12-INCH WALNUT TREE ON THE RIGHT (JUST AFTER PASSING A HOUSE ON THE
 GY3148'LEFT) AND THE END OF TRUCK TRAVEL.  FROM HERE PASS THROUGH BOARD
 GY3148'GATE AND PACK NORTHEAST FOR APPROXIMATELY 100 YARDS TO A LARGE
 GY3148'HICKORY TREE IN FENCE LINE, CROSS FENCE AND PACK NORTHEAST UP
 GY3148'HILL, FOLLOWING BLAZED TRAIL TO THE TOP OF HILL AND THE STATION
 GY3148'SOUTH OF A LARGE OUTCROPPING BEDROCK APPROXIMATELY 20 FEET HIGH
 GY3148'(ABOUT A 1 HOUR PACK).
 GY3148'
 GY3148'STATION MARK, A STANDARD DISK STAMPED COON 1957, IS CEMENTED IN A
 GY3148'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 3 FEET.  IT IS
 GY3148'37 FEET SOUTH OF THE SOUTH EDGE OF A LARGE OUTCROPPING BEDROCK WHICH
 GY3148'PROJECTS 20 FEET AND 18.5 FEET WEST OF A 16-INCH TREE WITH A
 GY3148'TRIANGLE BLAZE ON THE WEST SIDE.
 GY3148'
 GY3148'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COON NO. 1 1957, IS
 GY3148'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 4
 GY3148'INCHES.  IT IS 14.5 FEET SOUTH OF THE SOUTH EDGE OF A LARGE
 GY3148'OUTCROPPING BEDROCK APPROXIMATELY 20 FEET HIGH.
 GY3148'
 GY3148'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COON NO. 2 1957, IS
 GY3148'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GY3148'3 FEET.  IT IS 13.5 FEET SOUTHWEST OF A 16-INCH TREE WITH A TRIANGLE
 GY3148'BLAZE ON THE WEST SIDE.
 GY3148'
 GY3148'AZIMUTH MARK, A STANDARD DISK STAMPED COON 1957, IS CEMENTED IN A
 GY3148'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 41 FEET WEST OF THE
 GY3148'CENTER OF BLACKTOP ROAD, 27.5 FEET NORTHEAST OF A 3-FOOT TREE WITH A
 GY3148'TRIANGLE BLAZE ON THE NORTHEAST SIDE, 15.5 FEET EAST OF A FENCE
 GY3148'LINE AND THE BEDROCK IS APPROXIMATELY 10 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2113 ***********************************************************************
 GC2113  DESIGNATION -  COOP ST KY USGS 1952
 GC2113  PID         -  GC2113
 GC2113  STATE/COUNTY-  KY/WARREN
 GC2113  USGS QUAD   -  DRAKE (1968)
 GC2113
 GC2113                         *CURRENT SURVEY CONTROL
 GC2113  ___________________________________________________________________
 GC2113* NAD 83(1993)-  36 51 27.08108(N)    086 25 57.19959(W)     ADJUSTED  
 GC2113* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 GC2113  ___________________________________________________________________
 GC2113  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GC2113  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GC2113
 GC2113  HORZ ORDER  -  SECOND
 GC2113
 GC2113.The horizontal coordinates were established by classical geodetic methods
 GC2113.and adjusted by the National Geodetic Survey in December 1995..
 GC2113
 GC2113.The orthometric height was scaled from a topographic map.
 GC2113
 GC2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2113
 GC2113.The geoid height was determined by GEOID03.
 GC2113
 GC2113;                    North         East     Units Scale Factor Converg.
 GC2113;SPC KY1Z     - 1,058,400.989 1,439,128.216   MT  1.00006168   -0 25 08.6
 GC2113;SPC KY1Z     - 3,472,437.24  4,721,539.82   sFT  1.00006168   -0 25 08.6
 GC2113;SPC KY S     -   558,391.011   439,133.188   MT  0.99997978   -0 24 50.2
 GC2113;SPC KY S     - 1,831,987.84  1,440,722.80   sFT  0.99997978   -0 24 50.2
 GC2113;UTM  16      - 4,079,217.320   550,583.267   MT  0.99963152   +0 20 25.4
 GC2113
 GC2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2113!SPC KY1Z     -   0.99997462  x   1.00006168  =   1.00003630
 GC2113!SPC KY S     -   0.99997462  x   0.99997978  =   0.99995440
 GC2113!UTM  16      -   0.99997462  x   0.99963152  =   0.99960615
 GC2113
 GC2113                          SUPERSEDED SURVEY CONTROL
 GC2113
 GC2113  NAD 83(1986)-  36 51 27.09022(N)    086 25 57.20500(W) AD(       ) 2
 GC2113  NAD 27      -  36 51 26.94800(N)    086 25 57.22800(W) AD(       ) 2
 GC2113
 GC2113.Superseded values are not recommended for survey control.
 GC2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2113.See file dsdata.txt to determine how the superseded data were derived.
 GC2113
 GC2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5058379217(NAD 83)
 GC2113_MARKER: P = PIPE CAP
 GC2113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC2113_SP_SET: METAL PIPE IMBEDDED IN GROUND
 GC2113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2113
 GC2113  HISTORY     - Date     Condition        Report By
 GC2113  HISTORY     - 1952     MONUMENTED       USGS
 GC2113
 GC2113                          STATION DESCRIPTION
 GC2113
 GC2113'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LWS)
 GC2113'STATION IS ABOUT 12 MILES NORTHEAST OF FRANKLIN, 9 MILES SOUTH OF
 GC2113'BOWLING GREEN AND 2 MILES SOUTHWEST OF THE COMMUNITY OF PLANO. IT
 GC2113'IS 44 FEET WEST OF A WHITE WITNESS POST, 32 FEET SOUTH OF THE
 GC2113'INTERSECTION OF TWO GRAVEL ROADS, AND 11 FEET EAST OF THE CENTER
 GC2113'OF THE DRIVEWAY. THE MARK IS A 4 INCH CAST IRON PIPE, PROJECTING
 GC2113'ABOUT 18 INCHES, WITH A BRONZE CAP RIVETED TO THE TOP AND STAMPED
 GC2113'CO-OP ST KY 630 (FEET ABOVE SEA LEVEL) 1919 (DATUM). THE MARK IS VERY
 GC2113'LOOSE IN THE GROUND. A TRAVERSE CONNECTION WAS MADE FROM
 GC2113'TRIANGULATION STATION PLANO AND THE DISTANCE IS 11.34 METERS (37.2
 GC2113'FEET).
 GC2113'
 GC2113'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC2113'HIGHWAY 242, WHICH IS ABOUT 8 MILES SOUTH OF BOWLING GREEN, GO
 GC2113'EAST ON STATE HIGHWAY 242 FOR 0.7 MILE TO A RAILROAD CROSSING,
 GC2113'CONTINUE STRAIGHT AHEAD FOR 0.95 MILE TO A CROSSROAD, CONTINUE
 GC2113'STRAIGHT AHEAD FOR 1.2 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 GC2113'1.3 MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 1.75 MILES
 GC2113'TO A Y-INTERSECTION AND THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1724 ***********************************************************************
 HA1724  DESIGNATION -  COOPER
 HA1724  PID         -  HA1724
 HA1724  STATE/COUNTY-  KY/HENDERSON
 HA1724  USGS QUAD   -  SMITH MILLS (1981)
 HA1724
 HA1724                         *CURRENT SURVEY CONTROL
 HA1724  ___________________________________________________________________
 HA1724* NAD 83(1993)-  37 49 18.37215(N)    087 45 24.84318(W)     ADJUSTED  
 HA1724* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 HA1724  ___________________________________________________________________
 HA1724  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 HA1724  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HA1724
 HA1724  HORZ ORDER  -  FIRST
 HA1724
 HA1724.The horizontal coordinates were established by classical geodetic methods
 HA1724.and adjusted by the National Geodetic Survey in October 1999..
 HA1724
 HA1724.The orthometric height was scaled from a topographic map.
 HA1724
 HA1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1724
 HA1724.The geoid height was determined by GEOID03.
 HA1724
 HA1724;                    North         East     Units Scale Factor Converg.
 HA1724;SPC KY1Z     - 1,167,089.891 1,323,333.533   MT  0.99990540   -1 13 55.8
 HA1724;SPC KY1Z     - 3,829,027.42  4,341,636.77   sFT  0.99990540   -1 13 55.8
 HA1724;SPC KY S     -   667,059.267   323,319.749   MT  0.99998154   -1 13 01.6
 HA1724;SPC KY S     - 2,188,510.28  1,060,758.21   sFT  0.99998154   -1 13 01.6
 HA1724;UTM  16      - 4,186,310.159   433,385.129   MT  0.99965466   -0 27 51.0
 HA1724
 HA1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1724!SPC KY1Z     -   0.99998205  x   0.99990540  =   0.99988745
 HA1724!SPC KY S     -   0.99998205  x   0.99998154  =   0.99996359
 HA1724!UTM  16      -   0.99998205  x   0.99965466  =   0.99963671
 HA1724
 HA1724:                Primary Azimuth Mark                     Grid Az
 HA1724:SPC KY1Z     -  LOCK AND DAM 48 WATER TANK               078 34 46.5
 HA1724:SPC KY S     -  LOCK AND DAM 48 WATER TANK               078 33 52.3
 HA1724:UTM  16      -  LOCK AND DAM 48 WATER TANK               077 48 41.7
 HA1724
 HA1724|---------------------------------------------------------------------|
 HA1724| PID    Reference Object                     Distance      Geod. Az  |
 HA1724|                                                           dddmmss.s |
 HA1724| HA1687 LOCK AND DAM 48 WATER TANK          APPROX. 7.4 KM 0772050.7 |
 HA1724| HA1674 HENDERSON HOLY NAME CATH SPIRE      APPROX.15.1 KM 0824105.1 |
 HA1724| HA1675 HENDERSON HOSIERY CO STACK          APPROX.15.8 KM 0864326.7 |
 HA1724| HA1680 HENDERSON RADIO WSON MAST           APPROX.18.1 KM 0883127.0 |
 HA1724| HA1679 HENDERSON RADIO K11 450 MAST        APPROX.13.5 KM 0910009.7 |
 HA1724| HA1686 HENDERSON SPENCER CHEM CO VENT      APPROX. 9.6 KM 0970026.9 |
 HA1724| HA1685 HENDERSON SPENCER CHEM CO TANK      APPROX. 9.6 KM 0981130.8 |
 HA1724| CG8376 COOPER RM 1                          24.039 METERS 11445     |
 HA1724| CG8375 COOPER AZ MK                                       1405454.5 |
 HA1724| HA1702 CORYDON MUNICIPAL TANK              APPROX.10.4 KM 1564217.5 |
 HA1724| CG8377 COOPER RM 2                          22.564 METERS 16339     |
 HA1724| HA1723 BUCKMAN                             APPROX.10.4 KM 2370104.3 |
 HA1724|---------------------------------------------------------------------|
 HA1724
 HA1724                          SUPERSEDED SURVEY CONTROL
 HA1724
 HA1724  NAD 83(1993)-  37 49 18.37252(N)    087 45 24.84348(W) AD(       ) 1
 HA1724  NAD 83(1986)-  37 49 18.37861(N)    087 45 24.84598(W) AD(       ) 1
 HA1724  NAD 27      -  37 49 18.22828(N)    087 45 24.77098(W) AD(       ) 1
 HA1724
 HA1724.Superseded values are not recommended for survey control.
 HA1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1724.See file dsdata.txt to determine how the superseded data were derived.
 HA1724
 HA1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3338586310(NAD 83)
 HA1724_MARKER: DS = TRIANGULATION STATION DISK
 HA1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1724
 HA1724  HISTORY     - Date     Condition        Report By
 HA1724  HISTORY     - 1960     MONUMENTED       CGS
 HA1724  HISTORY     - 1962     GOOD             CGS
 HA1724  HISTORY     - 1964     GOOD             FAS
 HA1724
 HA1724                          STATION DESCRIPTION
 HA1724
 HA1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1724'THE STATION IS ABOUT 10 MILES SOUTHWEST OF HENDERSON AND 2 MILES
 HA1724'NORTHEAST OF SMITH MILLS ON THE PROPERTY OF A MR.  COOPER AND
 HA1724'LEASED BY MR. V. B. DUNCAN. IT IS 60 FEET NORTHEAST OF AN 18 INCH ELM
 HA1724'TREE, 80-1/2 FEET NORTHWEST OF A STUNTED THORN TREE, 27 FEET
 HA1724'SOUTHEAST OF A WIRE FENCE, AND 4 FEET SOUTH OF A WITNESS POST. THE
 HA1724'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED COOPER 1960.
 HA1724'
 HA1724'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 136 AND 359
 HA1724'IN SMITH MILLS, GO NORTHWEST ON HIGHWAY 136 FOR 0.05 MILE TO A
 HA1724'PAVED SIDE ROAD RIGHT. TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR
 HA1724'0.2 MILE TO END OF PAVEMENT.  CONTINUE NORTHERLY ON A NARROW
 HA1724'GRAVELED ROAD FOR 0.9 MILE TO THE END OF ROAD AND A WOODEN GATE ON
 HA1724'THE LEFT. TURN LEFT THROUGH GATE AND GO SOUTHWESTERLY ON A TRACK
 HA1724'ROAD FOR 0.1 MILE, THEN TURN RIGHT AND FOLLOW RIDGE NORTHERLY FOR
 HA1724'0.25 MILE TO NORTH END OF A POND. CONTINUE NORTH ALONG RIDGE ON
 HA1724'THE TRACK ROAD FOR 0.25 MILE TO POINT WHERE ROAD TURNS
 HA1724'NORTHWESTERLY AND THE AZIMUTH MARK ABOUT 150 FEET ON THE RIGHT.
 HA1724'CONTINUE NORTHWESTERLY ON THE TRACK ROAD FOR 0.25 MILE TO THE
 HA1724'STATION.
 HA1724'
 HA1724'REFERENCE MARK 1 IS 38 FEET NORTHEAST OF THE STUNTED THORN TREE, 23
 HA1724'FEET NORTHEAST OF THE CENTERLINE OF A DIM TRACK ROAD AND 80 FEET
 HA1724'SOUTHEAST OF THE WITNESS POST. THE MONUMENT PROJECTS 3 INCHES AND THE
 HA1724'DISK IS STAMPED COOPER NO. 1 1960.
 HA1724'
 HA1724'REFERENCE MARK 2 IS 40 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK
 HA1724'ROAD, AND 78 FEET SOUTH OF THE WITNESS POST. THE MONUMENT PROJECTS
 HA1724'4 INCHES AND THE DISK IS STAMPED COOPER NO. 2 1960.
 HA1724'
 HA1724'THE AZIMUTH MARK IS SET AT THE EAST EDGE OF A FIELD, 58 FEET
 HA1724'SOUTHWEST OF A 48 INCH ELM TREE, 14 FEET NORTH OF AN 8 INCH
 HA1724'THORN TREE, AND 3 FEET SOUTHWEST OF A WITNESS POST. THE MONUMENT IS
 HA1724'FLUSH AND THE DISK IS STAMPED COOPER 1960.
 HA1724'
 HA1724'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1724
 HA1724                          STATION RECOVERY (1962)
 HA1724
 HA1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1724'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 HA1724'AT THIS TIME. THE AZIMUTH MARK WOULD NOT SEE AT THIS TIME WITHOUT
 HA1724'EXTENSIVE CLEARING. THE DIRECTION TO ALL MARKS CHECKED BUT THE
 HA1724'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 0.05 OF A FOOT
 HA1724'SHORTER THAN THE PREVIOUS MEASUREMENT AND THE DISTANCE TO REFERENCE
 HA1724'MARK 2 WAS FOUND TO BE SHORTER BY 0.09 OF A FOOT. THE DISTANCE
 HA1724'BETWEEN THE REFERENCE MARKS WAS ALSO FOUND TO BE SHORTER BY 0.04 OF A
 HA1724'FOOT. THE PREVIOUS DESCRIPTION IS ADEQUATE.
 HA1724'
 HA1724'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1724
 HA1724                          STATION RECOVERY (1964)
 HA1724
 HA1724'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964 (MLO)
 HA1724'COOPER 1960 -GOOD.
 HA1724'
 HA1724'REC. AS DESC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1027 ***********************************************************************
 GB1027  DESIGNATION -  COOPER AZ MK RESET 1950
 GB1027  PID         -  GB1027
 GB1027  STATE/COUNTY-  KY/WAYNE
 GB1027  USGS QUAD   -  PARNELL (1978)
 GB1027
 GB1027                         *CURRENT SURVEY CONTROL
 GB1027  ___________________________________________________________________
 GB1027* NAD 83(1986)-  36 47 36.     (N)    084 56 07.     (W)     SCALED    
 GB1027* NAVD 88     -       307.805  (meters)    1009.86   (feet)  ADJUSTED  
 GB1027  ___________________________________________________________________
 GB1027  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GB1027  DYNAMIC HT  -         307.543 (meters)    1009.00  (feet)  COMP
 GB1027  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 GB1027
 GB1027  VERT ORDER  -  SECOND    CLASS 0
 GB1027
 GB1027.The horizontal coordinates were scaled from a topographic map and have
 GB1027.an estimated accuracy of +/- 6 seconds.
 GB1027
 GB1027.The orthometric height was determined by differential leveling
 GB1027.and adjusted by the National Geodetic Survey in June 1991..
 GB1027
 GB1027.The geoid height was determined by GEOID03.
 GB1027
 GB1027.The dynamic height is computed by dividing the NAVD 88
 GB1027.geopotential number by the normal gravity value computed on the
 GB1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1027.degrees latitude (g = 980.6199 gals.).
 GB1027
 GB1027.The modeled gravity was interpolated from observed gravity values.
 GB1027
 GB1027;                    North         East    Units  Estimated Accuracy
 GB1027;SPC KY1Z     - 1,051,370.    1,572,720.      MT  (+/- 180 meters Scaled)
 GB1027
 GB1027                          SUPERSEDED SURVEY CONTROL
 GB1027
 GB1027  NGVD 29 (??/??/92)  307.94   (m)         1010.3    (f) COMPUTED    2 0
 GB1027
 GB1027.Superseded values are not recommended for survey control.
 GB1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1027.See file dsdata.txt to determine how the superseded data were derived.
 GB1027
 GB1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF842739(NAD 83)
 GB1027_MARKER: DZ = AZIMUTH MARK DISK
 GB1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1027_STAMPING: COOPER 1935 RESET 1950 1010.290
 GB1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1027+STABILITY: SURFACE MOTION
 GB1027
 GB1027  HISTORY     - Date     Condition        Report By
 GB1027  HISTORY     - 1950     MONUMENTED       CGS
 GB1027  HISTORY     - 1951     GOOD             NGS
 GB1027  HISTORY     - 1957     GOOD             NGS
 GB1027
 GB1027                          STATION DESCRIPTION
 GB1027
 GB1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1027'1.7 MI NE FROM SUSIE.
 GB1027'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 90 FROM THE POST
 GB1027'OFFICE AT SUSIE, AT THE JUNCTION OF A GRAVEL ROAD SOUTHEAST,
 GB1027'31 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 31 FEET SOUTHWEST
 GB1027'OF CENTER LINE OF ROAD SOUTHEAST, 120 FEET WEST-SOUTHWEST AND
 GB1027'ACROSS GRAVEL ROAD FROM WEST CORNER OF HALLVALLEY GARAGE, 3 1/2
 GB1027'FEET EAST OF A FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE LINE,
 GB1027'4 1/2 FEET WEST-NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GB1027'2 1/2 FEET ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB1027'PROJECTING 3 INCHES.
 GB1027
 GB1027                          STATION RECOVERY (1957)
 GB1027
 GB1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2650 ***********************************************************************
 GB2650  DESIGNATION -  COOPER RESET
 GB2650  PID         -  GB2650
 GB2650  STATE/COUNTY-  KY/WAYNE
 GB2650  USGS QUAD   -  PARNELL (1978)
 GB2650
 GB2650                         *CURRENT SURVEY CONTROL
 GB2650  ___________________________________________________________________
 GB2650* NAD 83(1993)-  36 48 03.11248(N)    084 56 02.90331(W)     ADJUSTED  
 GB2650* NAVD 88     -       456.     (meters)    1496.     (feet)  SCALED    
 GB2650  ___________________________________________________________________
 GB2650  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 GB2650  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB2650
 GB2650  HORZ ORDER  -  FIRST
 GB2650
 GB2650.The horizontal coordinates were established by classical geodetic methods
 GB2650.and adjusted by the National Geodetic Survey in December 1995..
 GB2650
 GB2650.The orthometric height was scaled from a topographic map.
 GB2650
 GB2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2650
 GB2650.The geoid height was determined by GEOID03.
 GB2650
 GB2650;                    North         East     Units Scale Factor Converg.
 GB2650;SPC KY1Z     - 1,052,208.645 1,572,814.887   MT  1.00007956   +0 30 03.3
 GB2650;SPC KY1Z     - 3,452,121.20  5,160,143.51   sFT  1.00007956   +0 30 03.3
 GB2650;SPC KY S     -   552,198.031   572,808.274   MT  0.99998843   +0 29 41.2
 GB2650;SPC KY S     - 1,811,669.71  1,879,288.48   sFT  0.99998843   +0 29 41.2
 GB2650;UTM  16      - 4,074,772.853   684,301.728   MT  1.00001848   +1 14 16.3
 GB2650
 GB2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2650!SPC KY1Z     -   0.99993324  x   1.00007956  =   1.00001280
 GB2650!SPC KY S     -   0.99993324  x   0.99998843  =   0.99992167
 GB2650!UTM  16      -   0.99993324  x   1.00001848  =   0.99995172
 GB2650
 GB2650|---------------------------------------------------------------------|
 GB2650| PID    Reference Object                     Distance      Geod. Az  |
 GB2650|                                                           dddmmss.s |
 GB2650| DB9092 COOPER RM 3                          21.004 METERS 04525     |
 GB2650| GB2648 MONTICELLO MUNICIPAL TANK           APPROX. 8.4 KM 0635057.5 |
 GB2650| DB9090 COOPER RM 1                          17.965 METERS 07123     |
 GB2650| DB9089 COOPER AZ MK                                       1854409.2 |
 GB2650| DB9091 COOPER RM 2                          19.934 METERS 27854     |
 GB2650|---------------------------------------------------------------------|
 GB2650
 GB2650                          SUPERSEDED SURVEY CONTROL
 GB2650
 GB2650  NAD 83(1986)-  36 48 03.12252(N)    084 56 02.90946(W) AD(       ) 1
 GB2650  NAD 27      -  36 48 02.87300(N)    084 56 03.09100(W) AD(       ) 1
 GB2650
 GB2650.Superseded values are not recommended for survey control.
 GB2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2650.See file dsdata.txt to determine how the superseded data were derived.
 GB2650
 GB2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF8430274773(NAD 83)
 GB2650_MARKER: DS = TRIANGULATION STATION DISK
 GB2650_SETTING: 66 = SET IN ROCK OUTCROP
 GB2650
 GB2650  HISTORY     - Date     Condition        Report By
 GB2650  HISTORY     - 1935     MONUMENTED       CGS
 GB2650  HISTORY     - 1950     SEE DESCRIPTION  CGS
 GB2650
 GB2650                          STATION DESCRIPTION
 GB2650
 GB2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2650'STATION IS ON A PROMINENT ROUND HILL, LOCALLY KNOWN AS WALLACE
 GB2650'MOUNTAIN.  IT IS ABOUT 1/2 MILE N OF STATE HIGHWAY 90, 13-1/2
 GB2650'MILES ENE OF ALBANY, AND 5 MILES WSW OF MONTICELLO.
 GB2650'
 GB2650'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 GB2650'OUT-CROPPING BEDROCK.
 GB2650'
 GB2650'REFERENCE MARK NO. 1 A STANDARD BRONZE DISK IS ENE OF THE STATION, 7
 GB2650'FEET SE OF A 16-INCH OAK TREE WITH AN ARROW BLAZE, IN THE TOP OF A
 GB2650'4- BY 5-INCH BURIED ROCK, WHICH PROJECTS ABOUT 1 INCH.
 GB2650'
 GB2650'REFERENCE MARK NO. 2 A STANDARD BRONZE DISK IS WNW OF THE STATION IN
 GB2650'A 10-BY 6-FOOT ROCK OUTCROP ABOUT 8 FEET LOWER THAN THE STATION, AND
 GB2650'ABOUT 30 FEET N OF THE TOP OF THE RIDGE.
 GB2650'
 GB2650'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 GB2650'IT IS SSW OF THE STATION ALONG STATE HIGHWAY 90, 30
 GB2650'FEET SSE OF CENTER LINE OF SAME, 25 FEET SW OF THE CENTER LINE OF
 GB2650'CROSS ROAD, 15 FEET SW OF CORNER OF FENCE POST, AND PROJECTS
 GB2650'ABOUT 4 INCHES.  THE MARK IS VISIBLE FROM GROUND WITH SMALL AMOUNT OF
 GB2650'CLEARING.
 GB2650'
 GB2650'TO REACH FROM THE COURTHOUSE IN ALBANY GO E ON STATE ROUTE 90 FOR 4.0
 GB2650'MILES TO THE ZULA, KENTUCKY POST OFFICE.  CONTINUE ON ROUTE 90 FOR
 GB2650'3.8 MILES TO THE HALL VALLEY SCHOOL AND END OF TRUCK TRAVEL, GO UP
 GB2650'PATH, GENERALLY ALONG THE DIVIDE, BEHIND SCHOOL (N) FOR ABOUT 1/2
 GB2650'MILE TO THE HIGHEST POINT AND STATION.  STATION MARK IS SET IN A 3-BY
 GB2650'3-FOOT ROCK OUTCROP 17 FEET N OF A 22-INCH OAK TREE, 17 FEET
 GB2650'SW OF A 22-INCH WHITE OAK TREE, BOTH WITH TRIANGULAR BLAZES.
 GB2650'
 GB2650'A 77-FOOT TOWER WAS USED AND WILL CLEAR ALL LINE.
 GB2650
 GB2650                          STATION RECOVERY (1950)
 GB2650
 GB2650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2650'STATION WAS RECOVERED AS DESCRIBED AND THE REFERENCE MARKS WERE FOUND
 GB2650'IN FAIR CONDITION.  THE STATION DISK WAS FOUND BROKEN OUT OF THE
 GB2650'DRILL HOLE AND THE HOLE HELD AND A NEW STATION DISK SET.  THE AZIMUTH
 GB2650'MARK WAS FOUND FIRM BUT HAS BEEN HAMMERED ON AND PARTS OF THE
 GB2650'CONCRETE BROKEN OFF AND WAS DESTROYED BY THIS PARTY AFTER THE
 GB2650'OBSERVATIONS WERE TAKEN AND A NEW AZIMUTH MARK SET.  A DIFFERENCE
 GB2650'WAS FOUND IN THE DIRECTION AND DISTANCE TO THE REFERENCE MARKS AS
 GB2650'SHOWN.  A NEW REFERENCE MARK NO. 3 WAS SET BY THIS PARTY.  A
 GB2650'COMPLETE NEW DESCRIPTION FOLLOWS.
 GB2650'
 GB2650'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF MONTICELLO ON THE
 GB2650'HIGHEST POINT OF A HIGH, ROUND PROMINENT HILL LOCALLY KNOWN AS
 GB2650'WALLACE MOUNTAIN.  IT IS 32 FEET EAST OF AN 18 INCH OAK TREE, 31 FEET
 GB2650'SOUTH OF A 10 INCH OAK TREE AND 6.5 FEET EAST OF A WHITE WITNESS
 GB2650'POST.  THE DISK IS SET IN A DRILL HOLE IN BED ROCK THAT IS 6 INCHES
 GB2650'BELOW THE SURFACE OF THE GROUND AND STAMPED COOPER 1935 1950.
 GB2650'
 GB2650'REFERENCE MARK NO. 1 IS 15 FEET WEST OF A 12 INCH OAK TREE WITH A
 GB2650'TRIANGLE BLAZED ON THE WEST SIDE.  THE DISK IS SET IN A DRILL
 GB2650'HOLE OF A BURIED ROCK THAT PROJECTS ABOUT 6 INCHES AND STAMPED COOPER
 GB2650'NO 1 1935.
 GB2650'
 GB2650'REFERENCE MARK NO. 2 IS 38 FEET NORTH OF AN 18 INCH OAK TREE.  THE
 GB2650'DISK IS SET IN A DRILL HOLE IN A LARGE OUTCROPPING BED ROCK (FLUSH
 GB2650'ON THE EAST SIDE AND PROJECTS ABOUT ONE FOOT ON THE WEST SIDE) AND
 GB2650'STAMPED COOPER NO 2 1935.
 GB2650'
 GB2650'REFERENCE MARK NO. 3 IS 18 FEET WEST OF A 12 INCH OAK TREE.  THE MARK
 GB2650'IS A 4 INCH CAST IRON PIPE THAT PROJECTS ABOUT 4 INCHES WITH A DISK
 GB2650'CEMENTED IN THE TOP STAMPED COOPER NO 3 1950.
 GB2650'
 GB2650'AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 31 FEET
 GB2650'SOUTH OF THE CENTER OF STATE HIGHWAY 90, 3.5 FEET NORTHWEST OF A
 GB2650'WHITE WITNESS POST AND 3 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK
 GB2650'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED COOPER RESET 1935
 GB2650'1950.
 GB2650'
 GB2650'TO REACH THE STATION FROM THE PUBLIC SQUARE IN MONTICELLO GO
 GB2650'SOUTHWEST ON STATE HIGHWAY 90 FOR 4.9 MILES TO A T-ROAD RIGHT,
 GB2650'*TURN RIGHT AND GO 1.0 MILE TO A T-ROAD LEFT, TURN LEFT AND GO 0.3
 GB2650'MILE TO A FORK LEFT, TURN LEFT AND GO 0.25 MILE TO A WOODS ROAD
 GB2650'LEFT, TURN LEFT ON WOODS ROAD AND GO 0.5 MILES TO WHERE ROAD GOES
 GB2650'OVER THE HILL AND END OF TRUCK TRAVEL.  FROM HERE TURN SHARP LEFT
 GB2650'AND FOLLOW TRAIL TO THE HIGHEST POINT OF THE HILL AND STATION AS
 GB2650'DESCRIBED.
 GB2650'
 GB2650'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE ON HIGHWAY 90 FOR
 GB2650'1.2 MILES TO A T-ROAD LEFT AND THE AZIMUTH MARK AS DESCRIBED
 GB2650'
 GB2650'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3250 ***********************************************************************
 GY3250  DESIGNATION -  COPE
 GY3250  PID         -  GY3250
 GY3250  STATE/COUNTY-  KY/BREATHITT
 GY3250  USGS QUAD   -  QUICKSAND (1976)
 GY3250
 GY3250                         *CURRENT SURVEY CONTROL
 GY3250  ___________________________________________________________________
 GY3250* NAD 83(1993)-  37 37 25.99526(N)    083 18 54.04753(W)     ADJUSTED  
 GY3250* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 GY3250  ___________________________________________________________________
 GY3250  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 GY3250  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GY3250
 GY3250  HORZ ORDER  -  SECOND
 GY3250
 GY3250.The horizontal coordinates were established by classical geodetic methods
 GY3250.and adjusted by the National Geodetic Survey in December 1995..
 GY3250
 GY3250.The orthometric height was scaled from a topographic map.
 GY3250
 GY3250.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3250
 GY3250.The geoid height was determined by GEOID03.
 GY3250
 GY3250;                    North         East     Units Scale Factor Converg.
 GY3250;SPC KY1Z     - 1,146,032.968 1,714,915.809   MT  0.99991460   +1 29 42.0
 GY3250;SPC KY1Z     - 3,759,943.16  5,626,352.95   sFT  0.99991460   +1 29 42.0
 GY3250;SPC KY S     -   645,989.965   714,925.761   MT  0.99995815   +1 28 36.2
 GY3250;SPC KY S     - 2,119,385.41  2,345,552.27   sFT  0.99995815   +1 28 36.2
 GY3250;UTM  17      - 4,166,606.313   295,700.068   MT  1.00011413   -1 24 49.5
 GY3250
 GY3250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3250!SPC KY1Z     -   0.99993209  x   0.99991460  =   0.99984670
 GY3250!SPC KY S     -   0.99993209  x   0.99995815  =   0.99989024
 GY3250!UTM  17      -   0.99993209  x   1.00011413  =   1.00004621
 GY3250
 GY3250|---------------------------------------------------------------------|
 GY3250| PID    Reference Object                     Distance      Geod. Az  |
 GY3250|                                                           dddmmss.s |
 GY3250| DB9097 COPE RM 1                            19.916 METERS 17010     |
 GY3250| GY3251 NOCTOR                              APPROX. 7.1 KM 2054052.7 |
 GY3250| DB9098 COPE RM 2                            25.183 METERS 26023     |
 GY3250| DB9096 COPE AZ MK                                         2965632.8 |
 GY3250|---------------------------------------------------------------------|
 GY3250
 GY3250                          SUPERSEDED SURVEY CONTROL
 GY3250
 GY3250  NAD 83(1986)-  37 37 26.00203(N)    083 18 54.05318(W) AD(       ) 2
 GY3250  NAD 27      -  37 37 25.69000(N)    083 18 54.40800(W) AD(       ) 2
 GY3250
 GY3250.Superseded values are not recommended for survey control.
 GY3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3250.See file dsdata.txt to determine how the superseded data were derived.
 GY3250
 GY3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB9570066606(NAD 83)
 GY3250_MARKER: DS = TRIANGULATION STATION DISK
 GY3250_SETTING: 80 = SET IN A BOULDER
 GY3250_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GY3250
 GY3250  HISTORY     - Date     Condition        Report By
 GY3250  HISTORY     - 1934     MONUMENTED       CGS
 GY3250  HISTORY     - 1938     GOOD             KYHD
 GY3250  HISTORY     - 1949     GOOD             CGS
 GY3250
 GY3250                          STATION DESCRIPTION
 GY3250
 GY3250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GY3250'STATION IS ON A SHARP POINTED PEAK, LOCALLY KNOWN AS PILOT KNOB, OR
 GY3250'PARROT KNOB, BETWEEN CLEAR AND COPE FORKS, ABOUT 6-1/2 MILES NE
 GY3250'OF JACKSON, AND 1-1/4 MILES SE OF TAULBEE POST OFFICE.
 GY3250'
 GY3250'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A DEPRESSION IN A SMALL
 GY3250'BURIED STONE ABOUT 6 INCHES SQUARE, 47 FEET WNW OF 15-INCH MAPLE AND
 GY3250'16 FEET SE OF 15-INCH RED OAK, TRIANGULARLY BLAZED.
 GY3250'
 GY3250'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 GY3250'CONCRETE IN DEPRESSION IN BOULDER.
 GY3250'
 GY3250'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE IN
 GY3250'DEPRESSIONS IN OUTCROPPING BEDROCK.
 GY3250'
 GY3250'REFERENCE MARK NO. 1 IS SSE OF STATION ON DOWNWARD SLOPE OF RIDGE, 15
 GY3250'FEET S OF TRIPLE CHESTNUT OAKS.
 GY3250'
 GY3250'REFERENCE MARK NO. 2 IS WSW OF STATION ON DOWNWARD SLOPE OF RIDGE, 5
 GY3250'FEET N OF 8-INCH HICKORY.
 GY3250'
 GY3250'AZIMUTH MARK IS LOCATED ABOUT 30 YARDS WNW OF STATION AT THE WESTERN
 GY3250'EDGE OF SUMMIT, 12 FEET SE OF AN 18-INCH MAPLE.
 GY3250'
 GY3250'TO REACH FROM JACKSON, TAKE HIGHWAY 15, N FROM THE COURTHOUSE 6.3
 GY3250'MILES, OR 2.35 MILES BEYOND TOP OF GRADE AT GAP, AND TURN RIGHT
 GY3250'ABOUT 50 YARDS BEYOND A SMALL STORE ON DIRT ROAD LEADING UP COPE
 GY3250'FORK, FOLLOW 2.6 MILES TO THE HOME OF JOE WATERS, WHICH IS THE END
 GY3250'OF TRUCK TRAVEL.  CLIMB RIDGE NE OF HOUSE AND FOLLOW ALONG TOP ABOUT
 GY3250'1 MILE TO STATION.  THE STATION IS LOCATED NEAR THE SOUTHERN EDGE
 GY3250'OF SUMMIT.
 GY3250'
 GY3250'A 4-FOOT STAND REQUIRED.
 GY3250
 GY3250                          STATION RECOVERY (1938)
 GY3250
 GY3250'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1938
 GY3250'STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 GY3250'CONDITION AS DESCRIBED.
 GY3250
 GY3250                          STATION RECOVERY (1949)
 GY3250
 GY3250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3250'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GY3250'GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH WAS NOT RECOVERED.
 GY3250'DISTANCES AND DIRECTIONS TO REFERENCE MARKS NO. 1 AND NO. 2 DID NOT
 GY3250'CHECK AS NOTED BELOW.  SURFACE, UNDERGROUND AND REFERENCE MARKS
 GY3250'ARE DESCRIBED.  A NEW DESCRIPTION FOLLOWS-
 GY3250'
 GY3250'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF COMPTON AND 6 MILES
 GY3250'NORTH OF JACKSON ON THE HIGHEST SHARP POINTED PEAK IN THE VICINITY.
 GY3250'IT IS ABOUT 20 FEET SOUTH OF THE HIGHEST POINT ON HILL AND 5 FEET
 GY3250'SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 GY3250'AND THE DISK IS STAMPED COPE 1934.
 GY3250'
 GY3250'REFERENCE MARK NO. 1 IS 65.34 FEET SOUTH OF STATION.  THE MARK IS
 GY3250'FLUSH WITH THE GROUND AND THE DISK IS STAMPED COPE NO 1 1934.
 GY3250'
 GY3250'REFERENCE MARK NO. 2 IS 82.62 FEET WEST OF STATION.  THE MARK IS
 GY3250'FLUSH WITH THE GROUND AND THE DISK IS STAMPED COPE NO 2 1934.
 GY3250'
 GY3250'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3250'
 GY3250'TO REACH STATION FROM JACKSON, GO NORTH ON STATE HIGHWAY 15 FOR 7.0
 GY3250'MILES TO THE SMALL VILLAGE OF KECK, CONTINUE AHEAD FOR 0.3 MILE TO
 GY3250'A CONCRETE BRIDGE AND T ROAD RIGHT, ABOUT 50 FEET NORTH OF BRIDGE,
 GY3250'TURN RIGHT ON GRAVEL ROAD AND GO NORTHEAST FOR 2.9 MILES TO A
 GY3250'FARM HOUSE ON LEFT, AND END OF TRUCK TRAVEL.  PACK UP VALLEY TO THE
 GY3250'NORTHEAST FOR ABOUT 0.5 MILE TO WHERE DIM TRAIL GOES UP HILL TO THE
 GY3250'LEFT OR NORTH AND EAST.  TURN LEFT ON DIM TRAIL AND FOLLOW IT UP HILL
 GY3250'TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 GY3250'
 GY3250'FROM END OF TRUCK TRAVEL TO STATION IS APPROXIMATELY 1 MILE -45
 GY3250'MINUTE PACK.
 GY3250'
 GY3250'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0081 ***********************************************************************
 GB0081  DESIGNATION -  CORBIN
 GB0081  PID         -  GB0081
 GB0081  STATE/COUNTY-  KY/WHITLEY
 GB0081  USGS QUAD   -  CORBIN (1978)
 GB0081
 GB0081                         *CURRENT SURVEY CONTROL
 GB0081  ___________________________________________________________________
 GB0081* NAD 83(1993)-  36 57 21.78608(N)    084 06 51.85005(W)     ADJUSTED  
 GB0081* NAVD 88     -       395.262  (meters)    1296.79   (feet)  ADJUSTED  
 GB0081  ___________________________________________________________________
 GB0081  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 GB0081  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB0081  DYNAMIC HT  -         394.943 (meters)    1295.74  (feet)  COMP
 GB0081  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 GB0081
 GB0081  HORZ ORDER  -  SECOND
 GB0081  VERT ORDER  -  SECOND    CLASS 0
 GB0081
 GB0081.The horizontal coordinates were established by classical geodetic methods
 GB0081.and adjusted by the National Geodetic Survey in December 1995..
 GB0081
 GB0081.The orthometric height was determined by differential leveling
 GB0081.and adjusted by the National Geodetic Survey in June 1991..
 GB0081
 GB0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0081
 GB0081.The geoid height was determined by GEOID03.
 GB0081
 GB0081.The dynamic height is computed by dividing the NAVD 88
 GB0081.geopotential number by the normal gravity value computed on the
 GB0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0081.degrees latitude (g = 980.6199 gals.).
 GB0081
 GB0081.The modeled gravity was interpolated from observed gravity values.
 GB0081
 GB0081;                    North         East     Units Scale Factor Converg.
 GB0081;SPC KY1Z     - 1,070,389.815 1,645,668.322   MT  1.00003289   +1 00 15.1
 GB0081;SPC KY1Z     - 3,511,770.58  5,399,163.49   sFT  1.00003289   +1 00 15.1
 GB0081;SPC KY S     -   570,366.092   645,658.912   MT  0.99996704   +0 59 30.9
 GB0081;SPC KY S     - 1,871,276.09  2,118,299.28   sFT  0.99996704   +0 59 30.9
 GB0081;UTM  16      - 4,093,888.627   756,927.148   MT  1.00041329   +1 44 08.8
 GB0081
 GB0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0081!SPC KY1Z     -   0.99994267  x   1.00003289  =   0.99997556
 GB0081!SPC KY S     -   0.99994267  x   0.99996704  =   0.99990972
 GB0081!UTM  16      -   0.99994267  x   1.00041329  =   1.00035594
 GB0081
 GB0081|---------------------------------------------------------------------|
 GB0081| PID    Reference Object                     Distance      Geod. Az  |
 GB0081|                                                           dddmmss.s |
 GB0081| AI7066 CORBIN RM 1                           7.132 METERS 02831     |
 GB0081| GB2305 GEOCEIVER STA 005 RM 1                             04334     |
 GB0081| GB2667 GEOCEIVER STA 005 RESET              29.137 METERS 08414     |
 GB0081| GB2480 CORBIN MUNICIPAL TANK               APPROX. 1.5 KM 1060144.0 |
 GB0081| GB0079 CORBIN AZ MK                                       1965521.7 |
 GB0081| GB0080 CORBIN RM 2                           7.383 METERS 29023     |
 GB0081|---------------------------------------------------------------------|
 GB0081
 GB0081                          SUPERSEDED SURVEY CONTROL
 GB0081
 GB0081  NAD 83(1986)-  36 57 21.79274(N)    084 06 51.85714(W) AD(       ) 2
 GB0081  NAD 27      -  36 57 21.48800(N)    084 06 52.12700(W) AD(       ) 2
 GB0081  NGVD 29 (??/??/92)  395.429  (m)         1297.34   (f) ADJ UNCH    2 0
 GB0081
 GB0081.Superseded values are not recommended for survey control.
 GB0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0081.See file dsdata.txt to determine how the superseded data were derived.
 GB0081
 GB0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5692793889(NAD 83)
 GB0081_MARKER: DS = TRIANGULATION STATION DISK
 GB0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0081_STAMPING: CORBIN 1950
 GB0081_MARK LOGO: CGS   
 GB0081_PROJECTION: PROJECTING 5 CENTIMETERS
 GB0081_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0081+STABILITY: SURFACE MOTION
 GB0081
 GB0081  HISTORY     - Date     Condition        Report By
 GB0081  HISTORY     - 1950     MONUMENTED       CGS
 GB0081  HISTORY     - 1963     GOOD             CGS
 GB0081  HISTORY     - 1963     GOOD             PAS
 GB0081  HISTORY     - 1968     GOOD             CGS
 GB0081  HISTORY     - 1969     GOOD             CGS
 GB0081  HISTORY     - 1973     GOOD             NGS
 GB0081  HISTORY     - 1976     GOOD             NGS
 GB0081  HISTORY     - 19870702 GOOD             NGS
 GB0081
 GB0081                          STATION DESCRIPTION
 GB0081
 GB0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB0081'STATION IS LOCATED ABOUT 1 MILE WEST OF CORBIN ON THE GROUNDS OF THE
 GB0081'WEST CORBIN GRADE
 GB0081'SCHOOL.  IT IS 28 FEET NORTHEAST OF THE CENTER OF A
 GB0081'GRAVEL ROAD, 24 FEET SOUTHWEST
 GB0081'OF THE SOUTHWEST CORNER OF THE SCHOOL
 GB0081'AND 14 FEET NORTHEAST OF A WHITE WITNESS POST.
 GB0081'THE MARK IS FLUSH
 GB0081'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CORBIN
 GB0081'1950.
 GB0081'
 GB0081'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 GB0081'STAMPED CORBIN NO
 GB0081'1 1950.
 GB0081'
 GB0081'REFERENCE MARK NO. 2 IS 36 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 GB0081'THE SCHOOL AND 14 FEET
 GB0081'NORTHEAST OF THE CENTER OF THE GRAVEL ROAD.  THE MARK
 GB0081'PROJECTS ABOUT 4 INCHES AND
 GB0081'THE DISK IS STAMPED CORBIN NO 2 1950.
 GB0081'
 GB0081'AZIMUTH MARK IS 52 FEET WEST OF THE INTERSECTION OF STATE HIGHWAY 312
 GB0081'AND A GRAVEL ROAD, 51
 GB0081'FEET EAST OF THE EAST CORNER OF A BRICK HOUSE, 12
 GB0081'FEET SOUTHWEST OF THE CENTER OF
 GB0081'STATE HIGHWAY 312, 1 FOOT SOUTHEAST
 GB0081'OF A POWER LINE POLE AND 1 FOOT NORTHWEST OF A
 GB0081'WHITE WITNESS POST.
 GB0081'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CORBIN
 GB0081'1950.
 GB0081'
 GB0081'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 312 (GORDON
 GB0081'STREET) AND U.S.  HIGHWAY 25
 GB0081'(SOUTH MAIN STREET) IN CORBIN, GO WEST ON HIGHWAY
 GB0081'312 FOR 1.2 MILES TO A GRAVEL ROAD
 GB0081'RIGHT (*), TURN RIGHT ON GRAVEL
 GB0081'ROAD FOR 0.05 MILE TO A T INTERSECTION, TURN LEFT ON
 GB0081'GRAVEL ROAD FOR
 GB0081'0.05 MILE TO TOP OF HILL AND SCHOOL AND THE STATION AS DESCRIBED.
 GB0081'
 GB0081'TO REACH THE AZIMUTH MARK FROM THIS POINT (*) CONTINUE ABOUT 100 FEET
 GB0081'TO A GRAVEL ROAD LEFT
 GB0081'AND MARK AS DESCRIBED.
 GB0081
 GB0081                          STATION RECOVERY (1963)
 GB0081
 GB0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (EB)
 GB0081'STATION, REFERENCE MARK 2 AND AZIMUTH MARKS WERE FOUND AS DESCRIBED
 GB0081'AND IN GOOD
 GB0081'CONDITION.  THE SOUTHWEST CORNER OF POST FOR STATION HAS
 GB0081'BEEN CHIPPED OFF BUT MARK IS
 GB0081'STILL SOLID.  THE SCHOOL MENTIONED IN
 GB0081'THE ORIGINAL DESCRIPTION BURNED AND A NEW ONE
 GB0081'WAS BUILT.  REFERENCE
 GB0081'MARK NO.  1 WAS DESTROYED IN THE CONSTRUCTION OF THE NEW
 GB0081'SCHOOL.  THE OLD
 GB0081'TO REACH IS ADEQUATE.  NEW LOCAL DESCRIPTION FOR STATION IS AS
 GB0081'FOLLOWS.
 GB0081'
 GB0081'41.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF SCHOOL, 34 FEET
 GB0081'SOUTHEAST OF THE
 GB0081'SOUTH EDGE OF SIDEWALK AT FRONT ENTRANCE TO SCHOOL,
 GB0081'28 FEET NORTHEAST OF THE CENTER OF
 GB0081'GRAVEL ROAD AND 14 FEET NORTHEAST
 GB0081'OF A CONCRETE BLOCK RETAINING WALL.
 GB0081'
 GB0081'AZIMUTH MARK COULD NOT BE SEEN DUE TO TREES BEING ON THE LINE OF
 GB0081'SIGHT.  OLD
 GB0081'DESCRIPTION IS ADEQUATE.
 GB0081
 GB0081                          STATION RECOVERY (1963)
 GB0081
 GB0081'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 GB0081'1.2 MI NW FROM CORBIN.
 GB0081'ABOUT 1.2 MILES NORTHWEST ALONG STATE HIGHWAY NO. 312 (GORDON
 GB0081'STREET) FROM THE JUNCTION OF U.S. HIGHWAY NO. 25W AT CORBIN,
 GB0081'THENCE ABOUT 0.1 MILE NORTHEAST ALONG A GRAVEL STREET, AT THE
 GB0081'WEST CORBIN ELEMENTARY SCHOOL, 41 FEET SOUTHWEST OF THE SOUTHWEST
 GB0081'CORNER OF SCHOOL, 34 FEET SOUTHEAST OF THE SOUTH EDGE OF SIDEWALK
 GB0081'AT FRONT ENTRANCE TO SCHOOL, 28 FEET NORTHEAST OF THE CENTER OF
 GB0081'GRAVEL ROAD, 14 FEET NORTHEAST OF A CONCRETE BLOCK RETAINING WALL
 GB0081'AND ABOUT 2 FEET HIGHER THAN ROAD.  A STANDARD U.S.C. AND G.S.
 GB0081'TRIANGULATION DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND
 GB0081'AND STAMPED CORBIN 1950.
 GB0081
 GB0081                          STATION RECOVERY (1968)
 GB0081
 GB0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LW)
 GB0081'NO TEXT AVAILABLE.
 GB0081
 GB0081                          STATION RECOVERY (1969)
 GB0081
 GB0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LW)
 GB0081'STATION AND REFERENCE MARK NO.2 WERE FOUND AS DESCRIBED IN RECOVERY
 GB0081'NOTE 1963, AND IN THE
 GB0081'SAME GENERAL CONDITION.
 GB0081'
 GB0081'THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE FOUND.  ACCORDING
 GB0081'TO INFORMATION
 GB0081'SUPPLIED BY MR.  REED WILLIAMS, A GROCERY STORE OWNER
 GB0081'NEARBY, THE MARK WAS DESTROYED BY CONSTRUCTION.
 GB0081'
 GB0081'THE OLD TO REACH IS ADEQUATE.
 GB0081'
 GB0081'STATION MARK IS 41.3 FEET SOUTHWEST OF SOUTHWEST CORNER OF FIRST
 GB0081'APOSTOLIC CHURCH, WHICH
 GB0081'WAS A SCHOOL IN 1963, 34 FEET SOUTHEAST OF SOUTH EDGE
 GB0081'OF SIDEWALK AT FRONT ENTRANCE TO
 GB0081'CHURCH, 28 FEET NORTHEAST OF THE
 GB0081'CENTER OF GRAVEL STREET, 14 FEET NORTHEAST OF
 GB0081'CONCRETE BLOCK
 GB0081'RETAINING WALL AND 14 FEET NORTH OF A 6-INCH MAPLE TREE.
 GB0081'
 GB0081'REFERENCE MARK NO. 2 IS 50.1 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 GB0081'CHURCH, 27.7 FEET NORTHEAST
 GB0081'OF FIRE HYDRANT, 13.6 FEET SOUTHEAST OF SOUTHWEST
 GB0081'CORNER OF SIDEWALK TO CHURCH AND
 GB0081'12-1/2 FEET NORTHEAST OF THE CENTER
 GB0081'OF GRAVEL STREET.
 GB0081
 GB0081                          STATION RECOVERY (1973)
 GB0081
 GB0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (GWP)
 GB0081'THE STATION AND REFERENCE MARK NUMBER 2 WERE RECOVERED AND FOUND TO
 GB0081'BE IN GOOD CONDITION.  THE CORNERS OF THE STATION MARK HAVE BEEN
 GB0081'CHIPPED OFF BUT THE MONUMENT IS SOLID.  THE ORIGINAL TO REACH IS
 GB0081'ADEQUATE BUT THE SCHOOL MENTIONED IN THE 1963 RECOVERED IS NOW
 GB0081'THE FIRST APOSTOLIC CHURCH.  TWO NEW MARKS WERE ESTABLISHED AT
 GB0081'THIS TIME AND A VICINITY DESCRIPTION FOLLOWS.
 GB0081'
 GB0081'NEW STATION MARK, A STANDARD DISK STAMPED GEOCEIVER STA NO 005 1973,
 GB0081'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 GB0081'FLUSH WITH THE GROUND SURFACE.  IT IS 107 FEET EAST-NORTHEAST OF
 GB0081'THE CENTER OF A GRAVELED ROAD, 81.8 FEET EAST-SOUTHEAST OF THE
 GB0081'SOUTHWEST CORNER OF THE CHURCH, AND 67.7 FEET SOUTHEAST OF THE
 GB0081'SOUTH WALL OF THE CHURCH.  NO UNDERGROUND DISK.
 GB0081'
 GB0081'REFERENCE MARK 1, A STANDARD DISK STAMPED GEOCEIVER STA NO 005 NO 1
 GB0081'1973, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK
 GB0081'SURROUNDING THE CHURCH.  IT IS 101.5 FEET EAST-NORTHEAST OF THE
 GB0081'CENTER OF A GRAVELED ROAD, AND 39.6 FEET NORTHEAST OF THE
 GB0081'SOUTHWEST CORNER OF THE CHURCH.
 GB0081'
 GB0081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WITHIN CITY LIMITS
 GB0081'OF CORBIN.
 GB0081
 GB0081                          STATION RECOVERY (1976)
 GB0081
 GB0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GB0081'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 GB0081'REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED
 GB0081'WHEN THE SCHOOL WAS TORN DOWN.  THE AZIMUTH MARK WAS NOT FOUND AND
 GB0081'THOUGHT TO HAVE BEEN DESTROYED BY STREET WORK.  THE DISTANCE TO
 GB0081'REFERENCE MARK 2 CHECKED.  REFERENCE MARK 2 WAS IN A DRIVEWAY AND
 GB0081'WAS DESTROYED.  REFERENCE MARK 1 AND GEO. REC. STA NO. 005 1973 WERE
 GB0081'TIED IN AND USED AS REFERENCE MARKS FOR THIS STATION.  A NEW
 GB0081'DESCRIPTION FOLLOWS--
 GB0081'
 GB0081'THE STATION IS LOCATED IN THE WEST EDGE OF CORBIN, AT THE HIGHEST
 GB0081'POINT OF GORDON HILL, ON THE GROUNDS OF THE FIRST APOSTOLIC CHURCH,
 GB0081'41 FEET SOUTH OF THE SOUTH CORNER OF THE CHURCH, 69 FEET SOUTHEAST
 GB0081'OF THE INTERSECTION OF KING ST. AND GEORGIA AVE., 28 FEET
 GB0081'NORTHEAST OF THE CENTERLINE OF KING ST., 13 FEET NORTH OF AN 8
 GB0081'INCH MAPLE TREE, 14 FEET NORTHEAST OF A CONCRETE BLOCK RETAINING
 GB0081'WALL AND 43 FEET EAST OF A FIRE HYDRANT.  THE MONUMENT PROJECTS 2
 GB0081'INCHES AND THE DISK IS STAMPED CORBIN 1950.
 GB0081'
 GB0081'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED GEOCEIVER
 GB0081'STA NO 005 1973 RM NO 1, SET IN A DRILL HOLE IN THE CONCRETE
 GB0081'SIDEWALK, 102 FEET NORTHEAST OF THE CENTERLINE OF KING STREET, 39
 GB0081'FEET NORTHEAST OF THE SOUTH CORNER OF THE CHURCH, 25 FEET SOUTHWEST
 GB0081'OF THE EAST CORNER AND 5-1/2 FEET SOUTHEAST OF THE SOUTHEAST
 GB0081'WALL.
 GB0081'
 GB0081'GEO. REC. STA. NO. 005 1973, IS A STANDARD TRIANGULATION DISK SET
 GB0081'IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 2 INCHES, STAMPED
 GB0081'GEOCEIVER STA NO 005 1973, 107 FEET NORTHEAST OF THE CENTERLINE OF
 GB0081'KING STREET, 82 FEET EAST OF THE SOUTH CORNER OF THE CHURCH AND 68
 GB0081'FEET SOUTHEAST OF THE SOUTHEAST WALL OF THE SAME.
 GB0081'
 GB0081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CORBIN.
 GB0081'
 GB0081'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GB0081
 GB0081                          STATION RECOVERY (1987)
 GB0081
 GB0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GB0081'THE STATION MARK AND RM 1 WERE FOUND AS DESCRIBED IN THE 1973 RECOVERY
 GB0081'NOTE.  STATION GEOCEIVER STA 005 WAS FOUND WITH THE DISK SHEARED OFF.
 GB0081'A NEW DISK WAS SET IN THE REMAINING CONCRETE POST.  THE STATION WAS
 GB0081'OCCUPIED AND ALL DISTANCES AND DIRECTIONS CHECKED PREVIOUS DATA.
 GB0081'ELEVATION WAS TRANSFERRED FROM CORBIN 1950 TO THE OTHER TWO MARKS. THE
 GB0081'MICROWAVE TOWER OBSERVED IN 1973 HAS BEEN NEAR ITS ORIGINAL LOCATION
 GB0081'AND COULD NOT BE USED FOR AN AZIMUTH CHECK.  FOR ADDITIONAL
 GB0081'INFORMATION SEE THE DESCRIPTION OF GEOCEIVER STA 005 1973 1987. CORBIN
 GB0081'RM 2 1950 WAS DESTROYED IN 1973.  GEOCEIVER STA 005 NOW SERVES AS RM
 GB0081'3.  A NEW DESCRIPTION FOLLOWS.
 GB0081'THE STATION IS LOCATED IN THE WEST EDGE OF CORBIN AT THE HIGHEST PART
 GB0081'OF GORDON HILL ON THE GROUNDS OF THE FIRST APOSTOLIC CHURCH.  TO REACH
 GB0081'THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND US HIGHWAY 25W
 GB0081'ABOUT 4 MI (6.4 KM) SW OF CORBIN GO 2.5 MILES (4.0 KM) NE ON HIGHWAY
 GB0081'25 W TO A T-JUNCTION. TURN LEFT (N) STILL ON HIGHWAY 25W (MAIN ST) AND
 GB0081'GO 1.1 MI (1.8 KM) TO THE JUNCTION WITH STATE ROUTE 312 (GORDON HILL
 GB0081'PIKE) IN DOWNTOWN CORBIN.  TURN LEFT AND GO 1.25 MI (2.01 KM) W ON
 GB0081'ROUTE 312 THEN RIGHT (NE) 0.1 MILE (0.2 KM) TO GEORGIA STREET TO A
 GB0081'T-JUNCTION WITH KING STREET AND THE FIRST APOSTOLIC CHURCH STRAIGHT
 GB0081'AHEAD.
 GB0081'THE STATION IS A STANDARD CGS DISK STAMPED--CORBIN 1950--, SET INTO
 GB0081'THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES IN DIAMETER,
 GB0081'PROJECTING 2 INCHES ABOVE THE GROUND.  THE STATION IS LOCATED 21.0
 GB0081'METERS (68.9 FT) SOUTHEAST FROM THE JUNCTION OF GEORGIA AND KING
 GB0081'STREETS 12.4 METERS (40.7 FT) SOUTH FROM THE SOUTH CORNER OF THE
 GB0081'CHURCH 13.0 METERS (42.7 FT) EAST FROM A FIRE HYDRANT 7.97 METERS
 GB0081'(26.15 FT) NORTHEAST FROM THE CENTER OF KING STREET 4.2 METERS (13.8
 GB0081'FT) NORTH FROM A 6 INCH MAPLE TREE. REFERENCE MARK NO 1 IS A STANDARD
 GB0081'NGS DISK STAMPED--GEOCEIVER STA NO 005 RM 1 1973 SET IN THE SIDEWALK
 GB0081'AT THE SE SIDE OF THE CHURCH.  THE STATION IS LOCATED 30.6 METERS
 GB0081'(100.4 FT) NORTHEAST FROM THE CENTER OF KING STREET 12.08 METERS
 GB0081'(39.63 FT) NORTHEAST FROM THE S CORNER OF THE CHURCH 7.67 METERS
 GB0081'(25.16 FT) SOUTHWEST FROM THE E CORNER OF THE CHURCH 1.51 METERS (4.95
 GB0081'FT) SOUTHEAST FROM THE SOUTHEAST WALL OF THE CHURCH AND 0.34 METERS
 GB0081'(1.12 FT) HIGHER THAN THE STATION. REFERENCE MARK NO 3 IS A STANDARD
 GB0081'NGS DISK STAMPED--GEOCEIVER STA NO 005 1973 1987--, SET INTO THE TOP
 GB0081'OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING 2 INCHES
 GB0081'ABOVE THE GROUND.  THE STATION IS LOCATED 32.8 METERS (107.6 FT)
 GB0081'NORTHEAST FROM THE CENTER OF KING STREET 24.81 METERS (81.40 FT) EAST
 GB0081'FROM THE SE CORNER OF THE CHURCH 27.2 METERS (89.2 FT) NORTHWEST FROM
 GB0081'THE CENTER OF SCHOOL AVENUE (A GRAVEL ROAD)  20.48 METERS (67.19 FT)
 GB0081'SOUTHEAST FROM THE SE WALL OF THE CHURCH AND .58 METERS (1.90 FT)
 GB0081'LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0079 ***********************************************************************
 GB0079  DESIGNATION -  CORBIN AZ MK
 GB0079  PID         -  GB0079
 GB0079  STATE/COUNTY-  KY/WHITLEY
 GB0079  USGS QUAD   -  CORBIN (1978)
 GB0079
 GB0079                         *CURRENT SURVEY CONTROL
 GB0079  ___________________________________________________________________
 GB0079* NAD 83(1986)-  36 57 16.     (N)    084 06 54.     (W)     SCALED    
 GB0079* NAVD 88     -       386.983  (meters)    1269.63   (feet)  ADJUSTED  
 GB0079  ___________________________________________________________________
 GB0079  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 GB0079  DYNAMIC HT  -         386.670 (meters)    1268.60  (feet)  COMP
 GB0079  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 GB0079
 GB0079  VERT ORDER  -  SECOND    CLASS 0
 GB0079
 GB0079.The horizontal coordinates were scaled from a topographic map and have
 GB0079.an estimated accuracy of +/- 6 seconds.
 GB0079
 GB0079.The orthometric height was determined by differential leveling
 GB0079.and adjusted by the National Geodetic Survey in June 1991..
 GB0079
 GB0079.The geoid height was determined by GEOID03.
 GB0079
 GB0079.The dynamic height is computed by dividing the NAVD 88
 GB0079.geopotential number by the normal gravity value computed on the
 GB0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0079.degrees latitude (g = 980.6199 gals.).
 GB0079
 GB0079.The modeled gravity was interpolated from observed gravity values.
 GB0079
 GB0079;                    North         East    Units  Estimated Accuracy
 GB0079;SPC KY1Z     - 1,070,210.    1,645,620.      MT  (+/- 180 meters Scaled)
 GB0079
 GB0079                          SUPERSEDED SURVEY CONTROL
 GB0079
 GB0079  NGVD 29 (??/??/92)  387.148  (m)         1270.17   (f) ADJ UNCH    2 0
 GB0079
 GB0079.Superseded values are not recommended for survey control.
 GB0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0079.See file dsdata.txt to determine how the superseded data were derived.
 GB0079
 GB0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF568937(NAD 83)
 GB0079_MARKER: DZ = AZIMUTH MARK DISK
 GB0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0079_STAMPING: CORBIN 1950
 GB0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0079+STABILITY: SURFACE MOTION
 GB0079
 GB0079  HISTORY     - Date     Condition        Report By
 GB0079  HISTORY     - 1950     MONUMENTED       CGS
 GB0079  HISTORY     - 1963     GOOD             PAS
 GB0079
 GB0079                          STATION DESCRIPTION
 GB0079
 GB0079'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GB0079'1.2 MI NW FROM CORBIN.
 GB0079'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY NO. 312 (GORDON
 GB0079'STREET) FROM THE JUNCTION OF U.S. HIGHWAY NO. 25W AT CORBIN, AT
 GB0079'THE JUNCTION OF A ROAD WEST, ABOUT 47 FEET NORTHWEST OF JUNCTION,
 GB0079'57 FEET NORTH OF THE NORTHWEST CORNER OF WILLIAMS GROCERY, 51
 GB0079'FEET EAST OF THE SOUTHEAST CORNER OF A 2 STORY BRICK HOUSE AND
 GB0079'13 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 312.  A U.S.C. AND
 GB0079'G.S. AZIMUTH MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH
 GB0079'GROUND AND STAMPED CORBIN 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2480 ***********************************************************************
 GB2480  DESIGNATION -  CORBIN MUNICIPAL TANK
 GB2480  PID         -  GB2480
 GB2480  STATE/COUNTY-  KY/WHITLEY
 GB2480  USGS QUAD   -  CORBIN (1978)
 GB2480
 GB2480                         *CURRENT SURVEY CONTROL
 GB2480  ___________________________________________________________________
 GB2480* NAD 83(1993)-  36 57 08.36257(N)    084 05 53.64915(W)     ADJUSTED  
 GB2480* NAVD 88     -                                                        
 GB2480  ___________________________________________________________________
 GB2480  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 GB2480  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB2480
 GB2480  HORZ ORDER  -  THIRD
 GB2480
 GB2480.The horizontal coordinates were established by classical geodetic methods
 GB2480.and adjusted by the National Geodetic Survey in December 1995..
 GB2480
 GB2480
 GB2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2480
 GB2480.The geoid height was determined by GEOID03.
 GB2480
 GB2480;                    North         East     Units Scale Factor Converg.
 GB2480;SPC KY1Z     - 1,070,001.421 1,647,115.342   MT  1.00003393   +1 00 50.8
 GB2480;SPC KY1Z     - 3,510,496.33  5,403,910.92   sFT  1.00003393   +1 00 50.8
 GB2480;SPC KY S     -   569,977.413   647,105.753   MT  0.99996747   +1 00 06.2
 GB2480;SPC KY S     - 1,870,000.90  2,123,046.12   sFT  0.99996747   +1 00 06.2
 GB2480;UTM  16      - 4,093,518.594   758,379.566   MT  1.00042251   +1 44 43.3
 GB2480
 GB2480                          SUPERSEDED SURVEY CONTROL
 GB2480
 GB2480  NAD 83(1986)-  36 57 08.36843(N)    084 05 53.65249(W) AD(       ) 4
 GB2480  NAD 27      -  36 57 08.05000(N)    084 05 53.88000(W) AD(       ) 3
 GB2480
 GB2480.Superseded values are not recommended for survey control.
 GB2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2480.See file dsdata.txt to determine how the superseded data were derived.
 GB2480
 GB2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5838093519(NAD 83)
 GB2480_MARKER: 51 = TANK
 GB2480
 GB2480  HISTORY     - Date     Condition        Report By
 GB2480  HISTORY     - 1949     FIRST OBSERVED   CGS
 GB2480  HISTORY     - 1963     GOOD             LOCENG
 GB2480
 GB2480                          STATION DESCRIPTION
 GB2480
 GB2480'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (AB)
 GB2480'PINPOINTED STATION IN SAME LOCATION AS 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0080 ***********************************************************************
 GB0080  DESIGNATION -  CORBIN RM 2
 GB0080  PID         -  GB0080
 GB0080  STATE/COUNTY-  KY/WHITLEY
 GB0080  USGS QUAD   -  CORBIN (1978)
 GB0080
 GB0080                         *CURRENT SURVEY CONTROL
 GB0080  ___________________________________________________________________
 GB0080* NAD 83(1986)-  36 57 21.     (N)    084 06 52.     (W)     SCALED    
 GB0080* NAVD 88     -       395.328  (meters)    1297.01   (feet)  ADJUSTED  
 GB0080  ___________________________________________________________________
 GB0080  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB0080  DYNAMIC HT  -         395.008 (meters)    1295.96  (feet)  COMP
 GB0080  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 GB0080
 GB0080  VERT ORDER  -  SECOND    CLASS 0
 GB0080
 GB0080.The horizontal coordinates were scaled from a topographic map and have
 GB0080.an estimated accuracy of +/- 6 seconds.
 GB0080
 GB0080.The orthometric height was determined by differential leveling
 GB0080.and adjusted by the National Geodetic Survey in June 1991..
 GB0080
 GB0080.The geoid height was determined by GEOID03.
 GB0080
 GB0080.The dynamic height is computed by dividing the NAVD 88
 GB0080.geopotential number by the normal gravity value computed on the
 GB0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0080.degrees latitude (g = 980.6199 gals.).
 GB0080
 GB0080.The modeled gravity was interpolated from observed gravity values.
 GB0080
 GB0080;                    North         East    Units  Estimated Accuracy
 GB0080;SPC KY1Z     - 1,070,370.    1,645,670.      MT  (+/- 180 meters Scaled)
 GB0080
 GB0080                          SUPERSEDED SURVEY CONTROL
 GB0080
 GB0080  NGVD 29 (??/??/92)  395.494  (m)         1297.55   (f) ADJ UNCH    2 0
 GB0080
 GB0080.Superseded values are not recommended for survey control.
 GB0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0080.See file dsdata.txt to determine how the superseded data were derived.
 GB0080
 GB0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF569938(NAD 83)
 GB0080_MARKER: DR = REFERENCE MARK DISK
 GB0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0080_STAMPING: CORBIN NO 2 1950
 GB0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0080+STABILITY: SURFACE MOTION
 GB0080
 GB0080  HISTORY     - Date     Condition        Report By
 GB0080  HISTORY     - 1950     MONUMENTED       CGS
 GB0080  HISTORY     - 1963     GOOD             PAS
 GB0080
 GB0080                          STATION DESCRIPTION
 GB0080
 GB0080'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GB0080'1.2 MI NW FROM CORBIN.
 GB0080'ABOUT 1.2 MILES NORTHWEST ALONG STATE HIGHWAY NO. 312 (GORDON
 GB0080'STREET) FROM THE JUNCTION OF U.S. HIGHWAY NO. 25W AT CORBIN,
 GB0080'THENCE ABOUT 0.1 MILE NORTHEAST ALONG A GRAVEL STREET, AT THE
 GB0080'WEST CORBIN ELEMENTARY SCHOOL, 50 FEET SOUTHWEST OF THE SOUTHWEST
 GB0080'CORNER OF SCHOOL, 44 FEET SOUTHEAST OF T-ROAD INTERSECTION, 13 1/2
 GB0080'FEET SOUTHEAST OF SOUTHWEST CORNER OF SIDEWALK TO SCHOOL, 13
 GB0080'FEET NORTHEAST OF THE CENTER OF GRAVEL ROAD AND ABOUT 1 FOOT
 GB0080'HIGHER THAN ROAD.  A U.S.C. AND G.S. REFERENCE MARK DISK SET IN
 GB0080'TOP OF CONCRETE POST PROJECTING 8 INCHES AND STAMPED CORBIN NO 2
 GB0080'1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0237 ***********************************************************************
 HZ0237  DESIGNATION -  CORINTH
 HZ0237  PID         -  HZ0237
 HZ0237  STATE/COUNTY-  KY/SCOTT
 HZ0237  USGS QUAD   -  SADIEVILLE (1978)
 HZ0237
 HZ0237                         *CURRENT SURVEY CONTROL
 HZ0237  ___________________________________________________________________
 HZ0237* NAD 83(1993)-  38 29 30.12416(N)    084 33 34.58135(W)     ADJUSTED  
 HZ0237* NAVD 88     -       304.869  (meters)    1000.22   (feet)  ADJUSTED  
 HZ0237  ___________________________________________________________________
 HZ0237  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 HZ0237  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HZ0237  DYNAMIC HT  -         304.654 (meters)     999.52  (feet)  COMP
 HZ0237  MODELED GRAV-     979,915.2   (mgal)                       NAVD 88
 HZ0237
 HZ0237  HORZ ORDER  -  THIRD
 HZ0237  VERT ORDER  -  FIRST     CLASS II
 HZ0237
 HZ0237.The horizontal coordinates were established by classical geodetic methods
 HZ0237.and adjusted by the National Geodetic Survey in December 1995..
 HZ0237
 HZ0237.The orthometric height was determined by differential leveling
 HZ0237.and adjusted by the National Geodetic Survey in June 1991..
 HZ0237
 HZ0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0237
 HZ0237.The geoid height was determined by GEOID03.
 HZ0237
 HZ0237.The dynamic height is computed by dividing the NAVD 88
 HZ0237.geopotential number by the normal gravity value computed on the
 HZ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0237.degrees latitude (g = 980.6199 gals.).
 HZ0237
 HZ0237.The modeled gravity was interpolated from observed gravity values.
 HZ0237
 HZ0237;                    North         East     Units Scale Factor Converg.
 HZ0237;SPC KY1Z     - 1,240,208.752 1,603,846.572   MT  0.99996252   +0 43 51.1
 HZ0237;SPC KY1Z     - 4,068,918.21  5,261,953.29   sFT  0.99996252   +0 43 51.1
 HZ0237;SPC KY N     -   110,121.546   472,990.192   MT  0.99996217   -0 11 33.3
 HZ0237;SPC KY N     -   361,290.44  1,551,801.99   sFT  0.99996217   -0 11 33.3
 HZ0237;UTM  16      - 4,263,194.663   712,836.229   MT  1.00015789   +1 31 10.1
 HZ0237
 HZ0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0237!SPC KY1Z     -   0.99995749  x   0.99996252  =   0.99992002
 HZ0237!SPC KY N     -   0.99995749  x   0.99996217  =   0.99991967
 HZ0237!UTM  16      -   0.99995749  x   1.00015789  =   1.00011538
 HZ0237
 HZ0237:                Primary Azimuth Mark                     Grid Az
 HZ0237:SPC KY1Z     -  WILLIAMSTOWN ATT MICROWAVE TWR           001 14 10.2
 HZ0237:SPC KY N     -  WILLIAMSTOWN ATT MICROWAVE TWR           002 09 34.6
 HZ0237:UTM  16      -  WILLIAMSTOWN ATT MICROWAVE TWR           000 26 51.2
 HZ0237
 HZ0237|---------------------------------------------------------------------|
 HZ0237| PID    Reference Object                     Distance      Geod. Az  |
 HZ0237|                                                           dddmmss.s |
 HZ0237| HZ2520 WILLIAMSTOWN ATT MICROWAVE TWR      APPROX.15.6 KM 0015801.3 |
 HZ0237| HZ0236 CORINTH RM 1                         25.908 METERS 18824     |
 HZ0237| HZ0441 I75 T 98                            APPROX. 2.3 KM 2653114.6 |
 HZ0237| DB9099 CORINTH AZ MK                                      2694926.9 |
 HZ0237| HZ0238 CORINTH RM 2                         19.822 METERS 28526     |
 HZ0237| HZ2447 CORINTH BAPTIST CHURCH SPIRE        225.270 METERS 32455     |
 HZ0237| HZ2522 WILLIAMSTOWN MICROWAVE TWR          APPROX.12.6 KM 3545716.2 |
 HZ0237|---------------------------------------------------------------------|
 HZ0237
 HZ0237                          SUPERSEDED SURVEY CONTROL
 HZ0237
 HZ0237  NAD 83(1986)-  38 29 30.12852(N)    084 33 34.59050(W) AD(       ) 3
 HZ0237  NAD 27      -  38 29 29.87730(N)    084 33 34.79553(W) AD(       ) 3
 HZ0237  NGVD 29 (??/??/92)  305.035  (m)         1000.77   (f) ADJ UNCH    1 2
 HZ0237
 HZ0237.Superseded values are not recommended for survey control.
 HZ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0237.See file dsdata.txt to determine how the superseded data were derived.
 HZ0237
 HZ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1283663195(NAD 83)
 HZ0237_MARKER: DS = TRIANGULATION STATION DISK
 HZ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0237_STAMPING: CORINTH 1949
 HZ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0237+STABILITY: SURFACE MOTION
 HZ0237
 HZ0237  HISTORY     - Date     Condition        Report By
 HZ0237  HISTORY     - 1949     MONUMENTED       CGS
 HZ0237  HISTORY     - 1949     GOOD             CGS
 HZ0237  HISTORY     - 1963     GOOD             CGS
 HZ0237  HISTORY     - 1964     GOOD             CGS
 HZ0237  HISTORY     - 1985     MARK NOT FOUND   NGS
 HZ0237
 HZ0237                          STATION DESCRIPTION
 HZ0237
 HZ0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ0237'STATION IS LOCATED IN CORINTH, ON A HIGH KNOLL ALONG THE WEST SIDE OF
 HZ0237'U.S. HIGHWAY 25, ON PROPERTY OWNED BY F.W. CHILDERS.  IT IS ABOUT 65
 HZ0237'FEET WEST OF CENTER OF U.S. HIGHWAY 25, 31 FEET NORTHWEST OF A 12
 HZ0237'INCH LOCUST TREE AND 25 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 HZ0237'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CORINTH 1949.
 HZ0237'
 HZ0237'REFERENCE MARK NO.1 IS 35 FEET NORTH OF A GRAVEL LANE, 30 FEET NORTH
 HZ0237'OF A FENCE LINE AND 1 FOOT NORTH OF A TELEPHONE POLE.  THE MARK IS
 HZ0237'FLUSH WITH THE GROUND AND THE DISK IS STAMPED CORINTH NO 1 1949.
 HZ0237'
 HZ0237'REFERENCE MARK NO.2 IS 2 FEET NORTHEAST OF A TELEPHONE POLE.  THE
 HZ0237'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CORINTH NO 2
 HZ0237'1949.
 HZ0237'
 HZ0237'AZIMUTH MARK IS 27 FEET SOUTHEAST OF CENTER OF STATE HIGHWAY 330, 6
 HZ0237'FEET NORTH OF A WHITE WITNESS POST AND 5 FEET SOUTH OF A TELEPHONE
 HZ0237'POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HZ0237'CORINTH 1949.
 HZ0237'
 HZ0237'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 HZ0237'HIGHWAY 330 IN CORINTH GO SOUTH ON U.S. HIGHWAY 25 FOR 0.3 MILE TO
 HZ0237'STATION ON RIGHT AS DESCRIBED.
 HZ0237'
 HZ0237'TO REACH AZIMUTH MARK FROM THE STATION GO NORTH ON U.S. 25 FOR 0.3
 HZ0237'MILE TO THE JUNCTION OF STATE HIGHWAY 330 LEFT, TURN LEFT AND GO WEST
 HZ0237'ON 330 FOR 0.7 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 HZ0237'
 HZ0237'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HZ0237
 HZ0237                          STATION RECOVERY (1949)
 HZ0237
 HZ0237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HZ0237'0.2 MI S FROM CORINTH.
 HZ0237'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE JUNCTION OF
 HZ0237'STATE HIGHWAY 330 AT CORINTH, NEAR THE SCOTT-GRANT COUNTY LINE,
 HZ0237'AT THE TOP OF A GRADE AND ON THE TOP OF A HIGH BANK AND AT THE
 HZ0237'JUNCTION OF A DRIVE SOUTHWEST TO A 2-STORY FARM HOUSE, 111 FEET
 HZ0237'NORTHWEST OF THE CENTER LINE OF THE DRIVE TO HOUSE, 25 FEET
 HZ0237'SOUTHWEST OF THE NORTHEAST EDGE OF BANK, 65 FEET EAST OF R.M. NO.
 HZ0237'2, 85.5 FEET NORTH OF R.M. NO. 1, 33 FEET WEST OF AN 18-INCH
 HZ0237'LOCUST TREE, 25 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 HZ0237'ABOUT 20 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HZ0237'POST PROJECTING 1 INCH.
 HZ0237
 HZ0237                          STATION RECOVERY (1963)
 HZ0237
 HZ0237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HRW)
 HZ0237'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 HZ0237'
 HZ0237'STATION IS 99 FEET SW OF CENTER OF E W GRAVEL ROAD OFF THE EDGE OF N
 HZ0237'S HIGHWAY 25 AND 148 FEET W OF NORTHWEST CORNER OF HOUSE.
 HZ0237'
 HZ0237'THE CORINTH BAPTIST CHURCH IS NO LONGER A CHURCH, BUT THE BUILDING IS
 HZ0237'IN THE SAME LOCATION.
 HZ0237
 HZ0237                          STATION RECOVERY (1964)
 HZ0237
 HZ0237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EB)
 HZ0237'STATION, RM NO.1 AND RM NO.2 WERE FOUND AS DESCRIBED AND IN GOOD
 HZ0237'CONDITION.  DISTANCE TO RM NO.1 FAILED TO CHECK OLD DISTANCE AS
 HZ0237'NOTED.
 HZ0237'
 HZ0237'THE TO REACH AND OLD DESCRIPTION IS ADEQUATE.
 HZ0237'
 HZ0237'THE AZIMUTH MARK HAS BEEN DESTROYED.  STATE HIGHWAY NO.330 IS IN THE
 HZ0237'PROCESS OF BEING RELOCATED AND CONSIDERABLE GRADING HAS BEEN DONE IN
 HZ0237'THIS AREA.  THE REMAINS OF A CONCRETE POST, BELIEVED TO HAVE BEEN
 HZ0237'THE AZIMUTH MARK WAS FOUND, WITH THE TOP PART OF THE POST BROKEN
 HZ0237'OFF.  NO OTHER SUITABLE PLACE WAS FOUND TO ESTABLISH ANOTHER MARK.
 HZ0237'
 HZ0237'TWO MICRO WAVE TOWERS IN WILLIAMSTOWN ARE V.G. AND WERE CUT IN.
 HZ0237'
 HZ0237'HEIGHT OF LIGHT ABOVE STATION MARK 9.82 METERS.
 HZ0237
 HZ0237                          STATION RECOVERY (1985)
 HZ0237
 HZ0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0237'NOT RECOVERED, THE PROPERTY OWNER STATED THAT THE HIGHWAY DEPARTMENT
 HZ0237'DESTROYED THE MARK WHEN THE BANK ON WHICH IT WAS LOCATED WAS CUT BACK,
 HZ0237'CONSIDER DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2422 ***********************************************************************
 GC2422  DESIGNATION -  CORINTH
 GC2422  PID         -  GC2422
 GC2422  STATE/COUNTY-  KY/LOGAN
 GC2422  USGS QUAD   -  DENNIS (1983)
 GC2422
 GC2422                         *CURRENT SURVEY CONTROL
 GC2422  ___________________________________________________________________
 GC2422* NAD 83(1993)-  36 47 34.32250(N)    086 49 05.59589(W)     ADJUSTED  
 GC2422* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 GC2422  ___________________________________________________________________
 GC2422  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 GC2422  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GC2422
 GC2422  HORZ ORDER  -  THIRD
 GC2422
 GC2422.The horizontal coordinates were established by classical geodetic methods
 GC2422.and adjusted by the National Geodetic Survey in December 1995..
 GC2422
 GC2422.The orthometric height was scaled from a topographic map.
 GC2422
 GC2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2422
 GC2422.The geoid height was determined by GEOID03.
 GC2422
 GC2422;                    North         East     Units Scale Factor Converg.
 GC2422;SPC KY1Z     - 1,051,548.509 1,404,652.809   MT  1.00008216   -0 39 21.0
 GC2422;SPC KY1Z     - 3,449,955.40  4,608,431.76   sFT  1.00008216   -0 39 21.0
 GC2422;SPC KY S     -   551,535.178   404,661.570   MT  0.99998973   -0 38 52.2
 GC2422;SPC KY S     - 1,809,495.00  1,327,627.17   sFT  0.99998973   -0 38 52.2
 GC2422;UTM  16      - 4,071,910.283   516,217.748   MT  0.99960324   +0 06 31.9
 GC2422
 GC2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2422!SPC KY1Z     -   0.99997190  x   1.00008216  =   1.00005406
 GC2422!SPC KY S     -   0.99997190  x   0.99998973  =   0.99996163
 GC2422!UTM  16      -   0.99997190  x   0.99960324  =   0.99957516
 GC2422
 GC2422:                Primary Azimuth Mark                     Grid Az
 GC2422:SPC KY1Z     -  CORINTH AZ MK                            020 10 05.7
 GC2422:SPC KY S     -  CORINTH AZ MK                            020 09 36.9
 GC2422:UTM  16      -  CORINTH AZ MK                            019 24 12.8
 GC2422
 GC2422|---------------------------------------------------------------------|
 GC2422| PID    Reference Object                     Distance      Geod. Az  |
 GC2422|                                                           dddmmss.s |
 GC2422| CG5156 CORINTH AZ MK                                      0193044.7 |
 GC2422| CG5158 CORINTH RM 3                          9.104 METERS 02839     |
 GC2422| CG5157 CORINTH RM 2                          7.310 METERS 03635     |
 GC2422| GC2378 SCHOCHOH                            APPROX. 6.7 KM 1114006.2 |
 GC2422| AC5973 CORINTH RM 1                          7.210 METERS 27646     |
 GC2422|---------------------------------------------------------------------|
 GC2422
 GC2422                          SUPERSEDED SURVEY CONTROL
 GC2422
 GC2422  NAD 83(1986)-  36 47 34.33210(N)    086 49 05.60041(W) AD(       ) 3
 GC2422  NAD 27      -  36 47 34.19200(N)    086 49 05.61000(W) AD(       ) 3
 GC2422
 GC2422.Superseded values are not recommended for survey control.
 GC2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2422.See file dsdata.txt to determine how the superseded data were derived.
 GC2422
 GC2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1621871910(NAD 83)
 GC2422_MARKER: DS = TRIANGULATION STATION DISK
 GC2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC2422+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1995
 GC2422
 GC2422  HISTORY     - Date     Condition        Report By
 GC2422  HISTORY     - 1951     MONUMENTED       CGS
 GC2422  HISTORY     - 1969     GOOD             CGS
 GC2422  HISTORY     - 19950912 GOOD             KYDT
 GC2422
 GC2422                          STATION DESCRIPTION
 GC2422
 GC2422'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2422'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF AUBURN AND 5 MILES
 GC2422'SOUTHEAST OF RUSSELLVILLE.  IT IS 75 FEET NORTH OF THE INTERSECTION
 GC2422'OF STATE HIGHWAY 100 AND A JOGGED GRAVELED CROSSROAD, 19 FEET
 GC2422'NORTHWEST OF THE CENTER OF THE GRAVEL ROAD, 6 FEET NORTHWEST OF A
 GC2422'FENCE AND 4 FEET SOUTH OF A POWER LINE POLE AND WHITE WITNESS POST.
 GC2422'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CORINTH
 GC2422'1951.
 GC2422'
 GC2422'REFERENCE MARK NO. 1 IS 55 FEET NORTHEAST OF THE CENTER OF THE
 GC2422'HIGHWAY, 35 FEET NORTHWEST OF THE CENTER OF THE GRAVEL ROAD AND 24
 GC2422'FEET WEST OF THE POWER LINE POLE AND WHITE WITNESS POST.  THE MARK
 GC2422'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CORINTH NO 1 1951.
 GC2422'
 GC2422'REFERENCE MARK NO. 2 IS 21 FEET EAST OF THE POWER LINE POLE AND WHITE
 GC2422'WITNESS POST, 15 FEET NORTHWEST OF THE CENTER OF THE GRAVEL ROAD
 GC2422'AND 1 FOOT NORTHWEST OF THE FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 GC2422'AND THE DISK IS STAMPED CORINTH NO 2 1951.
 GC2422'
 GC2422'AZIMUTH MARK IS 12 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 5 FEET
 GC2422'SOUTH OF A 6 INCH OAK TREE, 3 FEET SOUTH OF A WHITE WITNESS POST AND
 GC2422'1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GC2422'DISK IS STAMPED CORINTH 1951.
 GC2422'
 GC2422'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC2422'HIGHWAY 100 IN THE EASTERN SECTION OF RUSSELLVILLE, GO SOUTHEAST ON
 GC2422'HIGHWAY 100 FOR 4.7 MILES TO A CROSSROAD AND THE STATION ON THE LEFT
 GC2422'AS DESCRIBED.
 GC2422'
 GC2422'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON GRAVEL
 GC2422'ROAD FOR 0.2 MILE TO WHERE ROAD CURVES LEFT, TURN LEFT AND GO
 GC2422'NORTH FOR 0.05 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2422'
 GC2422'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC2422
 GC2422                          STATION RECOVERY (1969)
 GC2422
 GC2422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GC2422'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 GC2422'CONDITION.  THE MONUMENT FOR REFERENCE MARK NO. 2 WAS ORIGINALLY
 GC2422'POURED AROUND THE ANCHOR OF A GUY CABLE FOR A POWERLINE POLE AND WAS
 GC2422'FOUND IN VERY POOR CONDITION, HAVING BEEN LOOSENED BY THE EVIDENT
 GC2422'CONTRACTION AND VIBRATION OF THE GUY CABLE.  THE MARK WAS DESTROYED
 GC2422'AND A NEW REFERENCE MARK NO. 3 ESTABLISHED.  AN EXTENDED AND
 GC2422'THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE
 GC2422'FOUND, AND IS THOUGHT TO BE COMPLETELY DESTROYED BY THE GRADING OF
 GC2422'A NEW ROAD INTO THE AIRPORT.  POLARIS OBSERVATIONS WILL BE
 GC2422'REQUIRED TO ESTABLISH A NEW AZIMUTH MARK FOR THIS STATION.  THE
 GC2422'STATION WAS OCCUPIED AND THE HORIZONTAL ANGLE OBSERVED BETWEEN A
 GC2422'DISTANT WINDSOCK POLE AND THE REFERENCE MARKS.  A DISCREPANCY OF -
 GC2422'0.02 OF A FOOT WAS NOTED IN THE HORIZONTAL MEASURED DISTANCE BETWEEN
 GC2422'THE STATION AND REFERENCE MARK NO. 1.
 GC2422'
 GC2422'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2422'
 GC2422'THE STATION IS LOCATED ON THE PROPERTY OF DR. B.W. HINDMAN, ABOUT 7
 GC2422'MILES SOUTHWEST OF AUBURN AND 5 MILES SOUTHEAST OF RUSSELLVILLE AND
 GC2422'NEAR THE SOUTH CORNER OF THE LOGAN COUNTY CITY AIRPORT.
 GC2422'
 GC2422'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 68, STATE
 GC2422'ROUTE 80 AND STATE ROUTE 100 IN THE EASTERN SECTION OF RUSSELLVILLE,
 GC2422'GO SOUTHEAST ON STATE ROUTE 100 FOR 4.7 MILES TO A CROSSROAD AND THE
 GC2422'STATION IN THE NORTH ANGLE AS DESCRIBED.
 GC2422'
 GC2422'THE STATION IS 95 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 82 FEET
 GC2422'NORTH OF THE APPROXIMATE CENTER OF THE INTERSECTION OF STATE ROUTE
 GC2422'100 AND THE CROSSROAD, 67 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GC2422'STATE ROUTE 100, 24 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 GC2422'GRAVELED ROAD LEADING TO THE AIRPORT, 4 FEET SOUTH OF A GUYED
 GC2422'POWERLINE POLE, AND 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST AND
 GC2422'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GC2422'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GC2422'CORINTH 1951.
 GC2422'
 GC2422'REFERENCE MARK NO. 1 IS 91 FEET NORTH-NORTHWEST OF THE APPROXIMATE
 GC2422'CENTER OF THE INTERSECTION OF STATE ROUTE 100 AND THE GRAVELED
 GC2422'CROSSROAD, 77 FEET SOUTHEAST OF A TELEPHONE POLE, 61 FEET NORTHEAST
 GC2422'OF THE APPROXIMATE CENTER OF STATE ROUTE 100, 46 FEET NORTHWEST OF
 GC2422'THE APPROXIMATE CENTER OF THE GRAVELED ROAD LEADING TO THE AIRPORT,
 GC2422'AND 23 FEET WEST OF THE GUYED POWERLINE POLE.  IT IS A STANDARD
 GC2422'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 GC2422'PROJECTS 1 INCH AND THE DISK IS STAMPED CORINTH NO 1 1951.
 GC2422'
 GC2422'REFERENCE MARK NO. 3 IS 26 FEET NORTHEAST OF THE GUYED POWERLINE
 GC2422'POLE, 21 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GC2422'ROAD LEADING TO THE AIRPORT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GC2422'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 GC2422'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GC2422'CORINTH 1951 NO 3 1969.
 GC2422'
 GC2422'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GC2422'REFERENCE MARK NO. 3 IS 44.29 FEET - 13.501 METERS.
 GC2422
 GC2422                          STATION RECOVERY (1995)
 GC2422
 GC2422'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC2422'RM 1 PROJECTS 1.2 FEET AND RM 3 IS BURIED 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2447 ***********************************************************************
 HZ2447  DESIGNATION -  CORINTH BAPTIST CHURCH SPIRE
 HZ2447  PID         -  HZ2447
 HZ2447  STATE/COUNTY-  KY/GRANT
 HZ2447  USGS QUAD   -  SADIEVILLE (1978)
 HZ2447
 HZ2447                         *CURRENT SURVEY CONTROL
 HZ2447  ___________________________________________________________________
 HZ2447* NAD 83(1993)-  38 29 36.10209(N)    084 33 39.92499(W)     ADJUSTED  
 HZ2447* NAVD 88     -                                                        
 HZ2447  ___________________________________________________________________
 HZ2447  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 HZ2447  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HZ2447
 HZ2447  HORZ ORDER  -  THIRD
 HZ2447
 HZ2447.The horizontal coordinates were established by classical geodetic methods
 HZ2447.and adjusted by the National Geodetic Survey in December 1995..
 HZ2447
 HZ2447
 HZ2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2447
 HZ2447.The geoid height was determined by GEOID03.
 HZ2447
 HZ2447;                    North         East     Units Scale Factor Converg.
 HZ2447;SPC KY1Z     - 1,240,391.408 1,603,714.741   MT  0.99996283   +0 43 47.8
 HZ2447;SPC KY1Z     - 4,069,517.48  5,261,520.78   sFT  0.99996283   +0 43 47.8
 HZ2447;SPC KY N     -   110,306.304   472,861.322   MT  0.99996218   -0 11 36.7
 HZ2447;SPC KY N     -   361,896.60  1,551,379.19   sFT  0.99996218   -0 11 36.7
 HZ2447;UTM  16      - 4,263,375.523   712,701.870   MT  1.00015718   +1 31 07.0
 HZ2447
 HZ2447                          SUPERSEDED SURVEY CONTROL
 HZ2447
 HZ2447  NAD 83(1986)-  38 29 36.10648(N)    084 33 39.93411(W) AD(       ) 4
 HZ2447  NAD 27      -  38 29 35.85500(N)    084 33 40.13800(W) AD(       ) 3
 HZ2447
 HZ2447.Superseded values are not recommended for survey control.
 HZ2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2447.See file dsdata.txt to determine how the superseded data were derived.
 HZ2447
 HZ2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1270263376(NAD 83)
 HZ2447_MARKER: 90 = CHURCH SPIRE
 HZ2447
 HZ2447  HISTORY     - Date     Condition        Report By
 HZ2447  HISTORY     - 1949     FIRST OBSERVED   CGS
 HZ2447
 HZ2447                          STATION DESCRIPTION
 HZ2447
 HZ2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2447'STATION IS LOCATED IN THE SOUTH SECTION OF THE TOWN OF CORINTH ON THE
 HZ2447'TOP OF A SMALL KNOLL.  IT IS ABOUT 0.15 MILE SOUTH OF THE JUNCTION
 HZ2447'OF U.S. HIGHWAY 25 AND STATE HIGHWAY 330 AND 75 FEET WEST OF THE
 HZ2447'CENTER OF U.S. HIGHWAY 25.  IT IS OF WOOD CONSTRUCTION, PAINTED
 HZ2447'WHITE A SPIRE ABOUT 50 FEET HIGH.  POINT OF INTERSECTION WAS THE
 HZ2447'SMALL BALL ON TOP OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0236 ***********************************************************************
 HZ0236  DESIGNATION -  CORINTH RM 1
 HZ0236  PID         -  HZ0236
 HZ0236  STATE/COUNTY-  KY/SCOTT
 HZ0236  USGS QUAD   -  SADIEVILLE (1978)
 HZ0236
 HZ0236                         *CURRENT SURVEY CONTROL
 HZ0236  ___________________________________________________________________
 HZ0236* NAD 83(1986)-  38 29 29.     (N)    084 33 34.     (W)     SCALED    
 HZ0236* NAVD 88     -       302.783  (meters)     993.38   (feet)  ADJUSTED  
 HZ0236  ___________________________________________________________________
 HZ0236  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HZ0236  DYNAMIC HT  -         302.569 (meters)     992.68  (feet)  COMP
 HZ0236  MODELED GRAV-     979,915.2   (mgal)                       NAVD 88
 HZ0236
 HZ0236  VERT ORDER  -  FIRST     CLASS II
 HZ0236
 HZ0236.The horizontal coordinates were scaled from a topographic map and have
 HZ0236.an estimated accuracy of +/- 6 seconds.
 HZ0236
 HZ0236.The orthometric height was determined by differential leveling
 HZ0236.and adjusted by the National Geodetic Survey in June 1991..
 HZ0236
 HZ0236.The geoid height was determined by GEOID03.
 HZ0236
 HZ0236.The dynamic height is computed by dividing the NAVD 88
 HZ0236.geopotential number by the normal gravity value computed on the
 HZ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0236.degrees latitude (g = 980.6199 gals.).
 HZ0236
 HZ0236.The modeled gravity was interpolated from observed gravity values.
 HZ0236
 HZ0236;                    North         East    Units  Estimated Accuracy
 HZ0236;SPC KY1Z     - 1,240,170.    1,603,860.      MT  (+/- 180 meters Scaled)
 HZ0236
 HZ0236                          SUPERSEDED SURVEY CONTROL
 HZ0236
 HZ0236  NGVD 29 (??/??/92)  302.949  (m)          993.93   (f) ADJ UNCH    1 2
 HZ0236
 HZ0236.Superseded values are not recommended for survey control.
 HZ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0236.See file dsdata.txt to determine how the superseded data were derived.
 HZ0236
 HZ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH128631(NAD 83)
 HZ0236_MARKER: DR = REFERENCE MARK DISK
 HZ0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0236_STAMPING: CORINTH NO 1 1949
 HZ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0236+STABILITY: SURFACE MOTION
 HZ0236
 HZ0236  HISTORY     - Date     Condition        Report By
 HZ0236  HISTORY     - 1949     MONUMENTED       CGS
 HZ0236  HISTORY     - 1985     MARK NOT FOUND   NGS
 HZ0236
 HZ0236                          STATION DESCRIPTION
 HZ0236
 HZ0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0236'0.2 MI S FROM CORINTH.
 HZ0236'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE JUNCTION OF
 HZ0236'STATE HIGHWAY 330 AT CORINTH, NEAR THE SCOTT-GRANT COUNTY LINE,
 HZ0236'AT THE TOP OF A GRADE AND ON TOP OF A HIGH BANK, 111 FEET
 HZ0236'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET NORTHWEST
 HZ0236'OF THE CENTER LINE OF A DRIVE TO A 2-STORY FARM HOUSE, 106.5 FEET
 HZ0236'EAST OF THE EAST PORCH CORNER OF THE HOUSE, 2 FEET NORTH OF TELEPHONE
 HZ0236'POLE NO. H 2, 114 FEET SOUTHEAST OF R.M.  NO. 2, 85.5 FEET SOUTH
 HZ0236'OF THE STATION MARK AND SET IN THE TOP OF A CONCRETE POST FLUSH
 HZ0236'WITH THE GROUND.
 HZ0236
 HZ0236                          STATION RECOVERY (1985)
 HZ0236
 HZ0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0236'NOT RECOVERED, THE PROPERTY OWNER STATED THAT THE HIGHWAY DEPARTMENT
 HZ0236'DESTROYED THE MARK WHEN THE BANK ON WHICH IT WAS LOCATED WAS CUT BACK,
 HZ0236'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5973 ***********************************************************************
 AC5973  DESIGNATION -  CORINTH RM 1
 AC5973  PID         -  AC5973
 AC5973  STATE/COUNTY-  KY/LOGAN
 AC5973  USGS QUAD   -  DENNIS (1983)
 AC5973
 AC5973                         *CURRENT SURVEY CONTROL
 AC5973  ___________________________________________________________________
 AC5973* NAD 83(1993)-  36 47 34.35003(N)    086 49 05.88467(W)     ADJUSTED  
 AC5973* NAVD 88     -       209.0    (meters)     686.     (feet)  GPS OBS   
 AC5973  ___________________________________________________________________
 AC5973  X           -     283,836.687 (meters)                     COMP
 AC5973  Y           -  -5,106,053.694 (meters)                     COMP
 AC5973  Z           -   3,799,118.191 (meters)                     COMP
 AC5973  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AC5973  ELLIP HEIGHT-         179.16  (meters)          (02/04/97) GPS OBS
 AC5973  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 AC5973
 AC5973  HORZ ORDER  -  FIRST
 AC5973  ELLP ORDER  -  FOURTH    CLASS II
 AC5973
 AC5973.The horizontal coordinates were established by GPS observations
 AC5973.and adjusted by the National Geodetic Survey in February 1997..
 AC5973
 AC5973.The orthometric height was determined by GPS observations and a
 AC5973.high-resolution geoid model.
 AC5973
 AC5973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5973
 AC5973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5973
 AC5973.The ellipsoidal height was determined by GPS observations
 AC5973.and is referenced to NAD 83.
 AC5973
 AC5973.The geoid height was determined by GEOID03.
 AC5973
 AC5973;                    North         East     Units Scale Factor Converg.
 AC5973;SPC KY1Z     - 1,051,549.439 1,404,645.659   MT  1.00008215   -0 39 21.2
 AC5973;SPC KY1Z     - 3,449,958.45  4,608,408.30   sFT  1.00008215   -0 39 21.2
 AC5973;SPC KY S     -   551,536.107   404,654.421   MT  0.99998973   -0 38 52.4
 AC5973;SPC KY S     - 1,809,498.04  1,327,603.71   sFT  0.99998973   -0 38 52.4
 AC5973;UTM  16      - 4,071,911.118   516,210.589   MT  0.99960324   +0 06 31.8
 AC5973
 AC5973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5973!SPC KY1Z     -   0.99997188  x   1.00008215  =   1.00005403
 AC5973!SPC KY S     -   0.99997188  x   0.99998973  =   0.99996161
 AC5973!UTM  16      -   0.99997188  x   0.99960324  =   0.99957514
 AC5973
 AC5973                          SUPERSEDED SURVEY CONTROL
 AC5973
 AC5973.No superseded survey control is available for this station.
 AC5973
 AC5973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1621171911(NAD 83)
 AC5973_MARKER: DR = REFERENCE MARK DISK
 AC5973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5973_STAMPING: CORINTH NO 1 1951
 AC5973_MARK LOGO: CGS   
 AC5973_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5973+STABILITY: SURFACE MOTION
 AC5973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5973+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1996
 AC5973
 AC5973  HISTORY     - Date     Condition        Report By
 AC5973  HISTORY     - 1951     MONUMENTED       CGS
 AC5973  HISTORY     - 19951112 GOOD             LOWE
 AC5973  HISTORY     - 19960904 GOOD             NGS
 AC5973
 AC5973                          STATION DESCRIPTION
 AC5973
 AC5973'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5973'THE STATION IS ABOUT 8.0 KM (4.95 MI) SOUTHEAST OF RUSSELLVILLE ON THE
 AC5973'RIGHT OF WAY OF STATE ROAD 100 AT THE ENTRANCE TO THE RUSSELLVILLE
 AC5973'LOGAN COUNTY AIRPORT.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 68
 AC5973'AND STATE ROAD 100, GO SOUTHEAST ON STATE ROAD 100 7.64 KM (4.75 MI)
 AC5973'TO A PAVED ROAD LEFT AND STATION ON LEFT.  THE STATION IS A REFERENCE
 AC5973'MARK FOR THE STATION CORINTH.  THE STATION IS 16.8 M (55.1 FT)
 AC5973'NORTHEAST FROM THE CENTERLINE OF STATE ROAD 100. 10.7 M (35.1 FT)
 AC5973'NORTHWEST OF A PAVED ROAD GOING TO THE AIRPORT.  7.3 M (24.0 FT) WEST
 AC5973'OF A POWER POLE.  THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
 AC5973
 AC5973                          STATION RECOVERY (1996)
 AC5973
 AC5973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC5973'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0238 ***********************************************************************
 HZ0238  DESIGNATION -  CORINTH RM 2
 HZ0238  PID         -  HZ0238
 HZ0238  STATE/COUNTY-  KY/SCOTT
 HZ0238  USGS QUAD   -  SADIEVILLE (1978)
 HZ0238
 HZ0238                         *CURRENT SURVEY CONTROL
 HZ0238  ___________________________________________________________________
 HZ0238* NAD 83(1986)-  38 29 29.     (N)    084 33 34.     (W)     SCALED    
 HZ0238* NAVD 88     -       305.091  (meters)    1000.95   (feet)  ADJUSTED  
 HZ0238  ___________________________________________________________________
 HZ0238  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HZ0238  DYNAMIC HT  -         304.876 (meters)    1000.25  (feet)  COMP
 HZ0238  MODELED GRAV-     979,915.2   (mgal)                       NAVD 88
 HZ0238
 HZ0238  VERT ORDER  -  FIRST     CLASS II
 HZ0238
 HZ0238.The horizontal coordinates were scaled from a topographic map and have
 HZ0238.an estimated accuracy of +/- 6 seconds.
 HZ0238
 HZ0238.The orthometric height was determined by differential leveling
 HZ0238.and adjusted by the National Geodetic Survey in June 1991..
 HZ0238
 HZ0238.The geoid height was determined by GEOID03.
 HZ0238
 HZ0238.The dynamic height is computed by dividing the NAVD 88
 HZ0238.geopotential number by the normal gravity value computed on the
 HZ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0238.degrees latitude (g = 980.6199 gals.).
 HZ0238
 HZ0238.The modeled gravity was interpolated from observed gravity values.
 HZ0238
 HZ0238;                    North         East    Units  Estimated Accuracy
 HZ0238;SPC KY1Z     - 1,240,170.    1,603,860.      MT  (+/- 180 meters Scaled)
 HZ0238
 HZ0238                          SUPERSEDED SURVEY CONTROL
 HZ0238
 HZ0238  NGVD 29 (??/??/92)  305.258  (m)         1001.50   (f) ADJ UNCH    1 2
 HZ0238
 HZ0238.Superseded values are not recommended for survey control.
 HZ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0238.See file dsdata.txt to determine how the superseded data were derived.
 HZ0238
 HZ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH128631(NAD 83)
 HZ0238_MARKER: DR = REFERENCE MARK DISK
 HZ0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0238_STAMPING: CORINTH NO 2 1949
 HZ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0238+STABILITY: SURFACE MOTION
 HZ0238
 HZ0238  HISTORY     - Date     Condition        Report By
 HZ0238  HISTORY     - 1949     MONUMENTED       CGS
 HZ0238  HISTORY     - 1985     MARK NOT FOUND   NGS
 HZ0238
 HZ0238                          STATION DESCRIPTION
 HZ0238
 HZ0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0238'0.2 MI S FROM CORINTH.
 HZ0238'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE JUNCTION OF
 HZ0238'STATE HIGHWAY 330 AT CORINTH, AT THE TOP OF A GRADE AND ON TOP OF
 HZ0238'A HIGH BANK, 106.5 FEET NORTHEAST OF THE NORTH PORCH CORNER OF A
 HZ0238'2-STORY FARM HOUSE, 2 FEET NORTHEAST OF A TELEPHONE POLE, 114 FEET
 HZ0238'NORTHWEST OF R.M. NO. 1, 65 FEET WEST OF THE STATION MARK, 66 FEET
 HZ0238'SOUTHWEST OF THE NORTHEAST EDGE OF THE HIGH BANK, AND SET IN THE
 HZ0238'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 HZ0238
 HZ0238                          STATION RECOVERY (1985)
 HZ0238
 HZ0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0238'NOT RECOVERED, THE PROPERTY OWNER STATED THAT THE HIGHWAY DEPARTMENT
 HZ0238'DESTROYED THE MARK WHEN THE BANK ON WHICH IT WAS LOCATED WAS CUT BACK,
 HZ0238'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2156 ***********************************************************************
 GZ2156  DESIGNATION -  CORK
 GZ2156  PID         -  GZ2156
 GZ2156  STATE/COUNTY-  KY/METCALFE
 GZ2156  USGS QUAD   -  EAST FORK (1973)
 GZ2156
 GZ2156                         *CURRENT SURVEY CONTROL
 GZ2156  ___________________________________________________________________
 GZ2156* NAD 83(1993)-  37 02 23.22233(N)    085 35 52.30289(W)     ADJUSTED  
 GZ2156* NAVD 88     -       289.791  (meters)     950.76   (feet)  ADJUSTED  
 GZ2156  ___________________________________________________________________
 GZ2156  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GZ2156  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GZ2156  DYNAMIC HT  -         289.559 (meters)     949.99  (feet)  COMP
 GZ2156  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 GZ2156
 GZ2156  HORZ ORDER  -  THIRD
 GZ2156  VERT ORDER  -  SECOND    CLASS 0
 GZ2156
 GZ2156.The horizontal coordinates were established by classical geodetic methods
 GZ2156.and adjusted by the National Geodetic Survey in December 1995..
 GZ2156
 GZ2156.The orthometric height was determined by differential leveling
 GZ2156.and adjusted by the National Geodetic Survey in June 1991..
 GZ2156
 GZ2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2156
 GZ2156.The geoid height was determined by GEOID03.
 GZ2156
 GZ2156.The dynamic height is computed by dividing the NAVD 88
 GZ2156.geopotential number by the normal gravity value computed on the
 GZ2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2156.degrees latitude (g = 980.6199 gals.).
 GZ2156
 GZ2156.The modeled gravity was interpolated from observed gravity values.
 GZ2156
 GZ2156;                    North         East     Units Scale Factor Converg.
 GZ2156;SPC KY1Z     - 1,078,416.900 1,513,535.146   MT  1.00001071   +0 05 36.3
 GZ2156;SPC KY1Z     - 3,538,106.11  4,965,656.56   sFT  1.00001071   +0 05 36.3
 GZ2156;SPC KY S     -   578,408.166   513,534.439   MT  0.99995852   +0 05 32.2
 GZ2156;SPC KY S     - 1,897,660.79  1,684,820.91   sFT  0.99995852   +0 05 32.2
 GZ2156;UTM  16      - 4,100,204.931   624,695.151   MT  0.99979155   +0 50 41.0
 GZ2156
 GZ2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2156!SPC KY1Z     -   0.99995941  x   1.00001071  =   0.99997011
 GZ2156!SPC KY S     -   0.99995941  x   0.99995852  =   0.99991793
 GZ2156!UTM  16      -   0.99995941  x   0.99979155  =   0.99975096
 GZ2156
 GZ2156|---------------------------------------------------------------------|
 GZ2156| PID    Reference Object                     Distance      Geod. Az  |
 GZ2156|                                                           dddmmss.s |
 GZ2156| GZ2158 CORK RM 1                             7.483 METERS 12209     |
 GZ2156| GZ2157 CORK RM 2                             8.770 METERS 21322     |
 GZ2156| GZ1882 WISDOM                              APPROX.10.2 KM 2463442.4 |
 GZ2156| CG8381 CORK AZ MK                                         2952326.3 |
 GZ2156|---------------------------------------------------------------------|
 GZ2156
 GZ2156                          SUPERSEDED SURVEY CONTROL
 GZ2156
 GZ2156  NAD 83(1986)-  37 02 23.23349(N)    085 35 52.31240(W) AD(       ) 3
 GZ2156  NAD 27      -  37 02 23.03200(N)    085 35 52.44200(W) AD(       ) 3
 GZ2156  NGVD 29 (??/??/92)  289.938  (m)          951.24   (f) ADJ UNCH    2 0
 GZ2156
 GZ2156.Superseded values are not recommended for survey control.
 GZ2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2156.See file dsdata.txt to determine how the superseded data were derived.
 GZ2156
 GZ2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG2469500205(NAD 83)
 GZ2156_MARKER: DS = TRIANGULATION STATION DISK
 GZ2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2156_STAMPING: CORK 1951
 GZ2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2156+STABILITY: SURFACE MOTION
 GZ2156
 GZ2156  HISTORY     - Date     Condition        Report By
 GZ2156  HISTORY     - 1951     MONUMENTED       CGS
 GZ2156  HISTORY     - 1951     GOOD             CGS
 GZ2156  HISTORY     - 1969     GOOD             CGS
 GZ2156
 GZ2156                          STATION DESCRIPTION
 GZ2156
 GZ2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2156'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF SULPHUR WELL AND 4
 GZ2156'MILES NORTH OF EDMONTON, ON GROUND OWNED BY MR. SCOTT MACFARLAND.
 GZ2156'IT IS 139 FEET WEST OF THE SOUTHWEST CORNER OF THE FOUNDATION CHURCH,
 GZ2156'9 FEET SOUTHWEST OF A 24 INCH OAK TREE, 6 FEET NORTHWEST OF A
 GZ2156'WHITE WITNESS POST AND 5 FEET WEST OF A FENCE LINE. THE MARK PROJECTS
 GZ2156'ABOUT 2 INCHES AND THE DISK IS STAMPED CORK 1951.
 GZ2156'
 GZ2156'REFERENCE MARK NO. 1 IS 18 FEET SOUTHEAST OF THE 24 INCH OAK TREE AND
 GZ2156'5 FEET NORTHEAST OF A 16 INCH OAK TREE. THE MARK PROJECTS ABOUT 2
 GZ2156'INCHES AND THE DISK IS STAMPED CORK NO 1 1951.
 GZ2156'
 GZ2156'REFERENCE MARK NO. 2 IS 26 FEET SOUTH OF THE WHITE WITNESS POST AND 1
 GZ2156'FOOT WEST OF THE FENCE LINE. THE MARK PROJECTS ABOUT 2 INCHES AND
 GZ2156'THE DISK IS STAMPED CORK NO 2 1951.
 GZ2156'
 GZ2156'AZIMUTH MARK IS ON THE NORTH SLOPE OF A HILL AND AT ABOUT THE SAME
 GZ2156'ELEVATION AS THE STATION. IT IS 2 FEET EAST OF A WHITE WITNESS
 GZ2156'POST. THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED CORK
 GZ2156'1951.
 GZ2156'
 GZ2156'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GZ2156'HIGHWAY 80, WHICH IS ABOUT 1/2 MILE NORTH OF THE CENTER OF
 GZ2156'EDMONTON, GO NORTH ON HIGHWAY 68 FOR 4.3 MILES TO A SIDE ROAD LEFT,
 GZ2156'TURN LEFT, THEN RIGHT UP HILL FOR ABOUT 0.05 MILE TO THE
 GZ2156'FOUNDATION CHURCH, TURN LEFT AND GO WEST PASSING TO THE SOUTH OF THE
 GZ2156'CHURCH TO A FENCE LINE AND THE STATION AS DESCRIBED.
 GZ2156'
 GZ2156'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ACROSS AN
 GZ2156'OPEN FIELD FOLLOWING A TRACK ROAD FOR 0.1 MILE AND THE
 GZ2156'MARK AS DESCRIBED.
 GZ2156'
 GZ2156'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GZ2156
 GZ2156                          STATION RECOVERY (1951)
 GZ2156
 GZ2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ2156'4.7 MI N FROM EDMONTON.
 GZ2156'ABOUT 4.7 MILES NORTH ALONG U.S. HIGHWAY 68 FROM THE COURT HOUSE
 GZ2156'AT EDMONTON, AT FOUNDATION CHURCH AND CEMETERY, WEST OF HIGHWAY,
 GZ2156'141 FEET WEST OF SOUTHWEST CORNER OF CHURCH, 8 FEET SOUTHWEST
 GZ2156'OF A TRIANGULAR BLAZED WHITE OAK TREE, 54 FEET SOUTHWEST OF
 GZ2156'SOUTHWEST CORNER OF CEMETERY, AND SET IN THE TOP OF A CONCRETE
 GZ2156'POST PROJECTING 4 INCHES.
 GZ2156
 GZ2156                          STATION RECOVERY (1969)
 GZ2156
 GZ2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DR)
 GZ2156'CORK STATION MARK RECOVERED EXCELLENT.
 GZ2156'
 GZ2156'CORK RM 1 RECOVERED EXCELLENT.
 GZ2156'
 GZ2156'CORK RM 2 RECOVERED EXCELLENT.
 GZ2156'
 GZ2156'MARKS EASILY FOUND AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2158 ***********************************************************************
 GZ2158  DESIGNATION -  CORK RM 1
 GZ2158  PID         -  GZ2158
 GZ2158  STATE/COUNTY-  KY/METCALFE
 GZ2158  USGS QUAD   -  EAST FORK (1973)
 GZ2158
 GZ2158                         *CURRENT SURVEY CONTROL
 GZ2158  ___________________________________________________________________
 GZ2158* NAD 83(1986)-  37 02 23.     (N)    085 35 52.     (W)     SCALED    
 GZ2158* NAVD 88     -       289.705  (meters)     950.47   (feet)  ADJUSTED  
 GZ2158  ___________________________________________________________________
 GZ2158  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GZ2158  DYNAMIC HT  -         289.473 (meters)     949.71  (feet)  COMP
 GZ2158  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 GZ2158
 GZ2158  VERT ORDER  -  SECOND    CLASS 0
 GZ2158
 GZ2158.The horizontal coordinates were scaled from a topographic map and have
 GZ2158.an estimated accuracy of +/- 6 seconds.
 GZ2158
 GZ2158.The orthometric height was determined by differential leveling
 GZ2158.and adjusted by the National Geodetic Survey in June 1991..
 GZ2158
 GZ2158.The geoid height was determined by GEOID03.
 GZ2158
 GZ2158.The dynamic height is computed by dividing the NAVD 88
 GZ2158.geopotential number by the normal gravity value computed on the
 GZ2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2158.degrees latitude (g = 980.6199 gals.).
 GZ2158
 GZ2158.The modeled gravity was interpolated from observed gravity values.
 GZ2158
 GZ2158;                    North         East    Units  Estimated Accuracy
 GZ2158;SPC KY1Z     - 1,078,410.    1,513,540.      MT  (+/- 180 meters Scaled)
 GZ2158
 GZ2158                          SUPERSEDED SURVEY CONTROL
 GZ2158
 GZ2158  NGVD 29 (??/??/92)  289.852  (m)          950.96   (f) ADJ UNCH    2 0
 GZ2158
 GZ2158.Superseded values are not recommended for survey control.
 GZ2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2158.See file dsdata.txt to determine how the superseded data were derived.
 GZ2158
 GZ2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG247001(NAD 83)
 GZ2158_MARKER: DR = REFERENCE MARK DISK
 GZ2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2158_STAMPING: CORK NO 1 1951
 GZ2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2158+STABILITY: SURFACE MOTION
 GZ2158
 GZ2158  HISTORY     - Date     Condition        Report By
 GZ2158  HISTORY     - 1951     MONUMENTED       CGS
 GZ2158
 GZ2158                          STATION DESCRIPTION
 GZ2158
 GZ2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2158'4.7 MI N FROM EDMONTON.
 GZ2158'ABOUT 4.7 MILES NORTH ALONG U.S. HIGHWAY 68 FROM THE COURT HOUSE
 GZ2158'AT EDMONTON, AT FOUNDATION CHURCH AND CEMETERY, WEST OF HIGHWAY,
 GZ2158'118 FEET WEST OF SOUTHWEST CORNER OF CHURCH, 19 FEET SOUTHEAST
 GZ2158'OF A TRIANGULAR BLAZED WHITE OAK TREE, 43 FEET SOUTH-SOUTHWEST
 GZ2158'OF SOUTHWEST CORNER OF CEMETERY, AND SET IN THE TOP OF A CONCRETE
 GZ2158'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2157 ***********************************************************************
 GZ2157  DESIGNATION -  CORK RM 2
 GZ2157  PID         -  GZ2157
 GZ2157  STATE/COUNTY-  KY/METCALFE
 GZ2157  USGS QUAD   -  EAST FORK (1973)
 GZ2157
 GZ2157                         *CURRENT SURVEY CONTROL
 GZ2157  ___________________________________________________________________
 GZ2157* NAD 83(1986)-  37 02 23.     (N)    085 35 52.     (W)     SCALED    
 GZ2157* NAVD 88     -       289.721  (meters)     950.53   (feet)  ADJUSTED  
 GZ2157  ___________________________________________________________________
 GZ2157  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GZ2157  DYNAMIC HT  -         289.490 (meters)     949.77  (feet)  COMP
 GZ2157  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 GZ2157
 GZ2157  VERT ORDER  -  SECOND    CLASS 0
 GZ2157
 GZ2157.The horizontal coordinates were scaled from a topographic map and have
 GZ2157.an estimated accuracy of +/- 6 seconds.
 GZ2157
 GZ2157.The orthometric height was determined by differential leveling
 GZ2157.and adjusted by the National Geodetic Survey in June 1991..
 GZ2157
 GZ2157.The geoid height was determined by GEOID03.
 GZ2157
 GZ2157.The dynamic height is computed by dividing the NAVD 88
 GZ2157.geopotential number by the normal gravity value computed on the
 GZ2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2157.degrees latitude (g = 980.6199 gals.).
 GZ2157
 GZ2157.The modeled gravity was interpolated from observed gravity values.
 GZ2157
 GZ2157;                    North         East    Units  Estimated Accuracy
 GZ2157;SPC KY1Z     - 1,078,410.    1,513,540.      MT  (+/- 180 meters Scaled)
 GZ2157
 GZ2157                          SUPERSEDED SURVEY CONTROL
 GZ2157
 GZ2157  NGVD 29 (??/??/92)  289.868  (m)          951.01   (f) ADJ UNCH    2 0
 GZ2157
 GZ2157.Superseded values are not recommended for survey control.
 GZ2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2157.See file dsdata.txt to determine how the superseded data were derived.
 GZ2157
 GZ2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG247001(NAD 83)
 GZ2157_MARKER: DR = REFERENCE MARK DISK
 GZ2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2157_STAMPING: CORK NO 2 1951
 GZ2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2157+STABILITY: SURFACE MOTION
 GZ2157
 GZ2157  HISTORY     - Date     Condition        Report By
 GZ2157  HISTORY     - 1951     MONUMENTED       CGS
 GZ2157
 GZ2157                          STATION DESCRIPTION
 GZ2157
 GZ2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2157'4.7 MI N FROM EDMONTON.
 GZ2157'ABOUT 4.7 MILES NORTH ALONG U.S. HIGHWAY 68 FROM THE COURT HOUSE
 GZ2157'AT EDMONTON, AT FOUNDATION CHURCH AND CEMETERY, WEST OF HIGHWAY,
 GZ2157'156 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF CHURCH, 36 FEET
 GZ2157'SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED WHITE OAK TREE, 79 FEET
 GZ2157'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF CEMETERY, AND SET IN THE
 GZ2157'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2917 ***********************************************************************
 DH2917  DESIGNATION -  CORPS OF DISCOVERY LOUISVILLE
 DH2917  PID         -  DH2917
 DH2917  STATE/COUNTY-  KY/JEFFERSON
 DH2917  USGS QUAD   -  JEFFERSONVILLE (1993)
 DH2917
 DH2917                         *CURRENT SURVEY CONTROL
 DH2917  ___________________________________________________________________
 DH2917* NAD 83(1993)-  38 15 37.38894(N)    085 44 56.01842(W)     ADJUSTED  
 DH2917* NAVD 88     -       132.7    (meters)     435.     (feet)  GPS OBS   
 DH2917  ___________________________________________________________________
 DH2917  X           -     371,725.526 (meters)                     COMP
 DH2917  Y           -  -5,000,864.943 (meters)                     COMP
 DH2917  Z           -   3,928,240.541 (meters)                     COMP
 DH2917  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DH2917  ELLIP HEIGHT-          99.42  (meters)          (05/04/05) GPS OBS
 DH2917  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DH2917
 DH2917  HORZ ORDER  -  A
 DH2917  ELLP ORDER  -  FOURTH    CLASS II
 DH2917
 DH2917.The horizontal coordinates were established by GPS observations
 DH2917.and adjusted by the National Geodetic Survey in May 2005..
 DH2917
 DH2917.The orthometric height was determined by GPS observations and a
 DH2917.high-resolution geoid model.
 DH2917
 DH2917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2917
 DH2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2917
 DH2917.The ellipsoidal height was determined by GPS observations
 DH2917.and is referenced to NAD 83.
 DH2917
 DH2917.The geoid height was determined by GEOID03.
 DH2917
 DH2917;                    North         East     Units Scale Factor Converg.
 DH2917;SPC KY1Z     - 1,213,871.031 1,500,096.791   MT  0.99992734   +0 00 02.4
 DH2917;SPC KY1Z     - 3,982,508.54  4,921,567.56   sFT  0.99992734   +0 00 02.4
 DH2917;SPC KY N     -    85,467.609   368,825.224   MT  0.99996856   -0 55 56.7
 DH2917;SPC KY N     -   280,404.98  1,210,054.09   sFT  0.99996856   -0 55 56.7
 DH2917;UTM  16      - 4,235,446.087   609,456.287   MT  0.99974755   +0 46 29.3
 DH2917
 DH2917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2917!SPC KY1Z     -   0.99998440  x   0.99992734  =   0.99991174
 DH2917!SPC KY N     -   0.99998440  x   0.99996856  =   0.99995296
 DH2917!UTM  16      -   0.99998440  x   0.99974755  =   0.99973195
 DH2917
 DH2917                          SUPERSEDED SURVEY CONTROL
 DH2917
 DH2917.No superseded survey control is available for this station.
 DH2917
 DH2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0945635446(NAD 83)
 DH2917_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DH2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2917_STAMPING: CORPS OF DISCOVERY II
 DH2917_MARK LOGO: NGS   
 DH2917_PROJECTION: FLUSH
 DH2917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2917+STABILITY: SURFACE MOTION
 DH2917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2917+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2004
 DH2917
 DH2917  HISTORY     - Date     Condition        Report By
 DH2917  HISTORY     - 20041105 MONUMENTED       KAPS
 DH2917
 DH2917                          STATION DESCRIPTION
 DH2917
 DH2917'DESCRIBED BY KENTUCKY ASSOC PROF SURV 2004 (JRM)
 DH2917'THE STATION IS LOCATED IN THE LOUISVILLE WATERFRONT PARK, ON THE OHIO
 DH2917'RIVER OVERLOOK,  WEST OF THE GREAT LAWN.
 DH2917' 
 DH2917'OWNERSHIP  LOUISVILLE WATERFRONT DEVELOPMENT CORPORATION,
 DH2917' 
 DH2917'TO REACH THE STATION FROM THE INTERSECTION OF I 64 EXIT 5B AND RIVER
 DH2917'ROAD, GO LEFT AT THE  LIGHT, EAST , FOR 0.3 MILE TO THE INTERSECTION
 DH2917'OF WITHERSPOON ST.  TURN LEFT, EAST, FOR 0.1  MILE AND THE WATERFRONT
 DH2917'AREA ON LEFT.  JUMP CURB AND DRIVE DOWN SIDEWALK, WITH WATER  CANNONS
 DH2917'ON LEFT, TO THE OHIO RIVER AND STATION.
 DH2917' 
 DH2917'THE STATION IS 14.4 FEET EAST OF CORNER OF PARAPET WALL, 13.5 FEET
 DH2917'WEST OF JUNCTION OF N/S  E/W SIDEWALK, AND 68 FEET NW OF LIGHT POLE
 DH2917'P-2.  THE MARK IS SET IN THE TOP OF A CONCRETE  POST 1 METER DEEP AND
 DH2917'14 INCHES IN DIAMETER.  THE DISK IS A 12 INCH COMMEMORATIVE FOR THE
 DH2917'LEWIS AND CLARK CORPS OF DISCOVERY II BICENTENNIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1683 ***********************************************************************
 HA1683  DESIGNATION -  CORYDON
 HA1683  PID         -  HA1683
 HA1683  STATE/COUNTY-  KY/HENDERSON
 HA1683  USGS QUAD   -  WILSON (1993)
 HA1683
 HA1683                         *CURRENT SURVEY CONTROL
 HA1683  ___________________________________________________________________
 HA1683* NAD 83(1993)-  37 46 22.93298(N)    087 41 37.20129(W)     ADJUSTED  
 HA1683* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 HA1683  ___________________________________________________________________
 HA1683  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 HA1683  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HA1683
 HA1683  HORZ ORDER  -  THIRD
 HA1683
 HA1683.The horizontal coordinates were established by classical geodetic methods
 HA1683.and adjusted by the National Geodetic Survey in December 1995..
 HA1683
 HA1683.The orthometric height was scaled from a topographic map.
 HA1683
 HA1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1683
 HA1683.The geoid height was determined by GEOID03.
 HA1683
 HA1683;                    North         East     Units Scale Factor Converg.
 HA1683;SPC KY1Z     - 1,161,564.735 1,328,786.521   MT  0.99990656   -1 11 36.0
 HA1683;SPC KY1Z     - 3,810,900.30  4,359,527.11   sFT  0.99990656   -1 11 36.0
 HA1683;SPC KY S     -   661,535.122   328,774.558   MT  0.99997467   -1 10 43.5
 HA1683;SPC KY S     - 2,170,386.48  1,078,654.53   sFT  0.99997467   -1 10 43.5
 HA1683;UTM  16      - 4,180,860.005   438,910.294   MT  0.99964597   -0 25 29.7
 HA1683
 HA1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1683!SPC KY1Z     -   0.99998282  x   0.99990656  =   0.99988939
 HA1683!SPC KY S     -   0.99998282  x   0.99997467  =   0.99995749
 HA1683!UTM  16      -   0.99998282  x   0.99964597  =   0.99962880
 HA1683
 HA1683|---------------------------------------------------------------------|
 HA1683| PID    Reference Object                     Distance      Geod. Az  |
 HA1683|                                                           dddmmss.s |
 HA1683| CG8391 CORYDON RM 1                         43.321 METERS 00144     |
 HA1683| HA1284 CORYDON AZ MK                                      0432244.3 |
 HA1683| HA1685 HENDERSON SPENCER CHEM CO TANK      APPROX. 5.7 KM 0443305.4 |
 HA1683| HA1678 HENDERSON RADIO KIN 531 TOWER       APPROX. 7.2 KM 0625438.3 |
 HA1683| CG8392 CORYDON RM 2                         19.855 METERS 10956     |
 HA1683| HA1702 CORYDON MUNICIPAL TANK              APPROX. 4.4 KM 1993757.1 |
 HA1683|---------------------------------------------------------------------|
 HA1683
 HA1683                          SUPERSEDED SURVEY CONTROL
 HA1683
 HA1683  NAD 83(1986)-  37 46 22.93934(N)    087 41 37.20403(W) AD(       ) 3
 HA1683  NAD 27      -  37 46 22.78632(N)    087 41 37.13966(W) AD(       ) 3
 HA1683
 HA1683.Superseded values are not recommended for survey control.
 HA1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1683.See file dsdata.txt to determine how the superseded data were derived.
 HA1683
 HA1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3891080860(NAD 83)
 HA1683_MARKER: DS = TRIANGULATION STATION DISK
 HA1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1683_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1683
 HA1683  HISTORY     - Date     Condition        Report By
 HA1683  HISTORY     - 1962     MONUMENTED       CGS
 HA1683  HISTORY     - 1964     GOOD             FAS
 HA1683  HISTORY     - 1989     GOOD             USPSQD
 HA1683
 HA1683                          STATION DESCRIPTION
 HA1683
 HA1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1683'THE STATION IS ABOUT 2 MILES NORTH AND 1/2 MILE EAST OF CORYDON,
 HA1683'ABOUT 7-1/2 MILES SOUTHWEST OF HENDERSON AND ON THE ROAD
 HA1683'RIGHT-OF-WAY. IT IS 116 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HA1683'BRICK HOUSE, 66 FEET NORTHWEST OF A FENCE CORNER, 33 FEET WEST
 HA1683'OF THE CENTERLINE OF A GRAVELED ROAD AND 15 FEET SOUTH OF A CONCRETE
 HA1683'ROAD RIGHT-OF WAY MARKER. THE MONUMENT IS 16 INCHES UNDERGROUND AND
 HA1683'THE DISK IS STAMPED CORYDON 1962.
 HA1683'
 HA1683'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND 641 AND STATE
 HA1683'HIGHWAY 266, AT THE TRAFFIC LIGHT IN CORYDON, GO NORTHEAST ON
 HA1683'U.S. HIGHWAY 60 AND 641 FOR 2.2 MILES TO A GRAVELED SIDE ROAD LEFT*.
 HA1683'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.05 MILE TO A BRICK
 HA1683'HOUSE ON THE RIGHT AND THE STATION ON THE LEFT.
 HA1683'
 HA1683'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHEAST ON U.S.
 HA1683'HIGHWAY 60 AND 641 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HA1683'
 HA1683'REFERENCE MARK 1 IS 1 FOOT NORTHWEST OF A POWER POLE, 20 FEET EAST OF
 HA1683'THE CENTERLINE OF A GRAVELED ROAD, 27 FEET NORTHWEST OF THE
 HA1683'NORTHWEST CORNER OF THE BRICK HOUSE AND 50 FEET NORTH-NORTHWEST OF A
 HA1683'GRAVELED DRIVEWAY. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HA1683'CORYDON NO. 1 1962.
 HA1683'
 HA1683'REFERENCE MARK 2 IS 16 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 HA1683'ROAD, 2 FEET NORTH OF A WITNESS POST AND 1 FOOT NORTH OF A FENCE
 HA1683'CORNER. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CORYDON NO. 2
 HA1683'1962.
 HA1683'
 HA1683'THE AZIMUTH MARK IS 46 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 HA1683'HIGHWAY 60 AND 641, 2 FEET SOUTHWEST OF A POWER POLE AND 2 FEET
 HA1683'SOUTH OF A WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS
 HA1683'STAMPED CORYDON 1962.
 HA1683'
 HA1683'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HA1683
 HA1683                          STATION RECOVERY (1964)
 HA1683
 HA1683'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964 (MLO)
 HA1683'REC. AS DESC. BOTH RMS AND AZI. MARK REC.
 HA1683
 HA1683                          STATION RECOVERY (1989)
 HA1683
 HA1683'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 HA1683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1284 ***********************************************************************
 HA1284  DESIGNATION -  CORYDON AZ MK
 HA1284  PID         -  HA1284
 HA1284  STATE/COUNTY-  KY/HENDERSON
 HA1284  USGS QUAD   -  WILSON (1993)
 HA1284
 HA1284                         *CURRENT SURVEY CONTROL
 HA1284  ___________________________________________________________________
 HA1284* NAD 83(1986)-  37 46 50.     (N)    087 41 04.     (W)     SCALED    
 HA1284* NAVD 88     -       130.852  (meters)     429.30   (feet)  ADJUSTED  
 HA1284  ___________________________________________________________________
 HA1284  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HA1284  DYNAMIC HT  -         130.762 (meters)     429.01  (feet)  COMP
 HA1284  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 HA1284
 HA1284  VERT ORDER  -  FIRST     CLASS II
 HA1284
 HA1284.The horizontal coordinates were scaled from a topographic map and have
 HA1284.an estimated accuracy of +/- 6 seconds.
 HA1284
 HA1284.The orthometric height was determined by differential leveling
 HA1284.and adjusted by the National Geodetic Survey in June 1991..
 HA1284
 HA1284.The geoid height was determined by GEOID03.
 HA1284
 HA1284.The dynamic height is computed by dividing the NAVD 88
 HA1284.geopotential number by the normal gravity value computed on the
 HA1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1284.degrees latitude (g = 980.6199 gals.).
 HA1284
 HA1284.The modeled gravity was interpolated from observed gravity values.
 HA1284
 HA1284;                    North         East    Units  Estimated Accuracy
 HA1284;SPC KY1Z     - 1,162,380.    1,329,620.      MT  (+/- 180 meters Scaled)
 HA1284
 HA1284                          SUPERSEDED SURVEY CONTROL
 HA1284
 HA1284.No superseded survey control is available for this station.
 HA1284
 HA1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG397816(NAD 83)
 HA1284_MARKER: DZ = AZIMUTH MARK DISK
 HA1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1284_SP_SET: CONCRETE POST
 HA1284_STAMPING: CORYDON 1962
 HA1284_MARK LOGO: CGS   
 HA1284_PROJECTION: PROJECTING 2 CENTIMETERS
 HA1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1284+STABILITY: SURFACE MOTION
 HA1284
 HA1284  HISTORY     - Date     Condition        Report By
 HA1284  HISTORY     - 1962     MONUMENTED       CGS
 HA1284  HISTORY     - 1985     GOOD             NGS
 HA1284
 HA1284                          STATION DESCRIPTION
 HA1284
 HA1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HA1284'13.4 KM (8.3 MI) SW FROM HENDERSON.
 HA1284'13.4 KM (8.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 60 FROM ITS
 HA1284'JUNCTION WITH U.S. HIGHWAY 41 IN HENDERSON, 14.0 M (45.9 FT) SOUTHEAST
 HA1284'OF THE CENTERLINE OF THE HIGHWAY, 8.0 M (26.2 FT) NORTH OF A FENCE
 HA1284'CORNER, AND 0.8 M (2.6 FT) SOUTH OF A UTILITY POLE.
 HA1284'THE MARK IS 0.8 METERS  S FROM  A WITNESS POST
 HA1284'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1702 ***********************************************************************
 HA1702  DESIGNATION -  CORYDON MUNICIPAL TANK
 HA1702  PID         -  HA1702
 HA1702  STATE/COUNTY-  KY/HENDERSON
 HA1702  USGS QUAD   -  POOLE (1969)
 HA1702
 HA1702                         *CURRENT SURVEY CONTROL
 HA1702  ___________________________________________________________________
 HA1702* NAD 83(1993)-  37 44 09.22958(N)    087 42 37.25591(W)     ADJUSTED  
 HA1702* NAVD 88     -                                                        
 HA1702  ___________________________________________________________________
 HA1702  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 HA1702  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HA1702
 HA1702  HORZ ORDER  -  THIRD
 HA1702
 HA1702.The horizontal coordinates were established by classical geodetic methods
 HA1702.and adjusted by the National Geodetic Survey in December 1995..
 HA1702
 HA1702
 HA1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1702
 HA1702.The geoid height was determined by GEOID03.
 HA1702
 HA1702;                    North         East     Units Scale Factor Converg.
 HA1702;SPC KY1Z     - 1,157,474.545 1,327,230.691   MT  0.99990794   -1 12 12.9
 HA1702;SPC KY1Z     - 3,797,481.07  4,354,422.69   sFT  0.99990794   -1 12 12.9
 HA1702;SPC KY S     -   657,444.269   327,219.671   MT  0.99996992   -1 11 20.0
 HA1702;SPC KY S     - 2,156,965.07  1,073,553.20   sFT  0.99996992   -1 11 20.0
 HA1702;UTM  16      - 4,176,750.382   437,409.861   MT  0.99964825   -0 26 05.1
 HA1702
 HA1702                          SUPERSEDED SURVEY CONTROL
 HA1702
 HA1702  NAD 83(1986)-  37 44 09.23632(N)    087 42 37.25854(W) AD(       ) 4
 HA1702  NAD 27      -  37 44 09.08964(N)    087 42 37.19211(W) AD(       ) 3
 HA1702
 HA1702.Superseded values are not recommended for survey control.
 HA1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1702.See file dsdata.txt to determine how the superseded data were derived.
 HA1702
 HA1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3741076750(NAD 83)
 HA1702_MARKER: 51 = TANK
 HA1702
 HA1702  HISTORY     - Date     Condition        Report By
 HA1702  HISTORY     - 1960     FIRST OBSERVED   CGS
 HA1702  HISTORY     - 1962     GOOD             CGS
 HA1702  HISTORY     - 1989     GOOD             USPSQD
 HA1702
 HA1702                          STATION DESCRIPTION
 HA1702
 HA1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1702'THE STATION IS THE CENTER OF THE BALL ATOP THE WATER TANK LOCATED IN
 HA1702'THE SOUTHWEST EDGE OF CORYDON JUST SOUTH OF U.S.  HIGHWAY 60 AND
 HA1702'641. THE TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE. THE TANK
 HA1702'AND SUPPORTING STRUCTURE ARE PAINTED ORANGE. THE HEIGHT OF THE TANK
 HA1702'AND SUPPORTING STUCTURE IS APPROXIMATELY 130 FEET.
 HA1702
 HA1702                          STATION RECOVERY (1962)
 HA1702
 HA1702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1702'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. THE PREVIOUS
 HA1702'DESCRIPTION IS ADEQUATE.
 HA1702
 HA1702                          STATION RECOVERY (1989)
 HA1702
 HA1702'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 HA1702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2893 ***********************************************************************
 GZ2893  DESIGNATION -  COTTON
 GZ2893  PID         -  GZ2893
 GZ2893  STATE/COUNTY-  KY/MADISON
 GZ2893  USGS QUAD   -  KIRKSVILLE (1979)
 GZ2893
 GZ2893                         *CURRENT SURVEY CONTROL
 GZ2893  ___________________________________________________________________
 GZ2893* NAD 83(1993)-  37 43 50.85799(N)    084 27 43.68810(W)     ADJUSTED  
 GZ2893* NAVD 88     -       295.     (meters)     968.     (feet)  SCALED    
 GZ2893  ___________________________________________________________________
 GZ2893  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 GZ2893  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GZ2893
 GZ2893  HORZ ORDER  -  THIRD
 GZ2893
 GZ2893.The horizontal coordinates were established by classical geodetic methods
 GZ2893.and adjusted by the National Geodetic Survey in December 1995..
 GZ2893
 GZ2893.The orthometric height was scaled from a topographic map.
 GZ2893
 GZ2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2893
 GZ2893.The geoid height was determined by GEOID03.
 GZ2893
 GZ2893;                    North         East     Units Scale Factor Converg.
 GZ2893;SPC KY1Z     - 1,155,876.767 1,613,514.525   MT  0.99990816   +0 47 26.5
 GZ2893;SPC KY1Z     - 3,792,239.03  5,293,672.24   sFT  0.99990816   +0 47 26.5
 GZ2893;SPC KY S     -   655,858.987   613,521.554   MT  0.99996930   +0 46 51.7
 GZ2893;SPC KY S     - 2,151,764.03  2,012,861.97   sFT  0.99996930   +0 46 51.7
 GZ2893;UTM  16      - 4,178,978.943   723,648.310   MT  1.00021612   +1 33 13.3
 GZ2893
 GZ2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2893!SPC KY1Z     -   0.99995879  x   0.99990816  =   0.99986696
 GZ2893!SPC KY S     -   0.99995879  x   0.99996930  =   0.99992809
 GZ2893!UTM  16      -   0.99995879  x   1.00021612  =   1.00017490
 GZ2893
 GZ2893|---------------------------------------------------------------------|
 GZ2893| PID    Reference Object                     Distance      Geod. Az  |
 GZ2893|                                                           dddmmss.s |
 GZ2893| DB9101 COTTON RM 1                          12.518 METERS 06942     |
 GZ2893| DB9100 COTTON AZ MK                                       3214138.2 |
 GZ2893| DB9102 COTTON RM 2                          15.079 METERS 34251     |
 GZ2893|---------------------------------------------------------------------|
 GZ2893
 GZ2893                          SUPERSEDED SURVEY CONTROL
 GZ2893
 GZ2893  NAD 83(1986)-  37 43 50.86593(N)    084 27 43.69429(W) AD(       ) 3
 GZ2893  NAD 27      -  37 43 50.57800(N)    084 27 43.92200(W) AD(       ) 3
 GZ2893
 GZ2893.Superseded values are not recommended for survey control.
 GZ2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2893.See file dsdata.txt to determine how the superseded data were derived.
 GZ2893
 GZ2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2364878979(NAD 83)
 GZ2893_MARKER: DS = TRIANGULATION STATION DISK
 GZ2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2893
 GZ2893  HISTORY     - Date     Condition        Report By
 GZ2893  HISTORY     - 1951     MONUMENTED       CGS
 GZ2893
 GZ2893                          STATION DESCRIPTION
 GZ2893
 GZ2893'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2893'STATION IS LOCATED ABOUT 10 MILES WEST OF RICHMOND AND 10 MILES
 GZ2893'NORTHEAST OF LANCASTER.  IT IS 21 FEET WEST OF THE CENTER OF
 GZ2893'STATE HIGHWAY 595, 11 FEET SOUTH OF THE CENTER OF A FARM LANE, 5 FEET
 GZ2893'NORTH OF A WHITE WITNESS POST AND 3 FEET EAST OF A FENCE LINE.  THE
 GZ2893'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED COTTON 1951.
 GZ2893'
 GZ2893'REFERENCE MARK NO. 1 IS 34 FEET SOUTH OF THE CENTER OF A FARM LANE,
 GZ2893'20 FEET EAST OF THE CENTER OF THE HIGHWAY AND 1 FOOT EAST OF A
 GZ2893'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED COTTON NO 1
 GZ2893'1951.
 GZ2893'
 GZ2893'REFERENCE MARK NO. 2 IS 16 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 GZ2893'2 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 3
 GZ2893'INCHES AND THE DISK IS STAMPED COTTON NO 2 1951.
 GZ2893'
 GZ2893'AZIMUTH MARK IS 45 FEET EAST OF THE NORTHEAST CORNER OF A BARN, 2
 GZ2893'FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE
 GZ2893'MARK IS FLUSH AND THE DISK IS STAMPED COTTON 1951.
 GZ2893'
 GZ2893'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 GZ2893'HIGHWAY 52 (WEST) IN RICHMOND, GO SOUTHWEST ON HIGHWAY 52 FOR
 GZ2893'9.95 MILES TO THE JUNCTION WITH STATE HIGHWAY 595 ON THE RIGHT, TURN
 GZ2893'RIGHT AND GO NORTHWEST ON HIGHWAY 595 FOR 7.95 MILES TO THE
 GZ2893'STATION ON THE LEFT AS DESCRIBED, CONTINUE ON HIGHWAY 595 FOR 0.5
 GZ2893'MILE TO A FARM LANE ON THE RIGHT JUST AFTER PASSING A
 GZ2893'PIPELINE CROSSING, TURN RIGHT INTO FARM LANE FOR ABOUT
 GZ2893'0.05 MILE TO THE AZIMUTH MARK NEAR A FENCE LINE AS
 GZ2893'DESCRIBED.
 GZ2893'
 GZ2893'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5155 ***********************************************************************
 DF5155  DESIGNATION -  COUNTY LINE 31
 DF5155  PID         -  DF5155
 DF5155  STATE/COUNTY-  KY/KENTON
 DF5155  USGS QUAD   -  WALTON (1984)
 DF5155
 DF5155                         *CURRENT SURVEY CONTROL
 DF5155  ___________________________________________________________________
 DF5155* NAD 83(1993)-  38 49 11.25174(N)    084 36 41.95892(W)     ADJUSTED  
 DF5155* NAVD 88     -       280.2    (meters)     919.     (feet)  GPS OBS   
 DF5155  ___________________________________________________________________
 DF5155  X           -     467,283.176 (meters)                     COMP
 DF5155  Y           -  -4,954,095.856 (meters)                     COMP
 DF5155  Z           -   3,976,904.471 (meters)                     COMP
 DF5155  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 DF5155  ELLIP HEIGHT-         246.39  (meters)          (04/07/03) GPS OBS
 DF5155  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DF5155
 DF5155  HORZ ORDER  -  FIRST
 DF5155  ELLP ORDER  -  THIRD     CLASS I
 DF5155
 DF5155.The horizontal coordinates were established by GPS observations
 DF5155.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 DF5155
 DF5155.The orthometric height was determined by GPS observations and a
 DF5155.high-resolution geoid model.
 DF5155
 DF5155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5155
 DF5155.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5155
 DF5155.The ellipsoidal height was determined by GPS observations
 DF5155.and is referenced to NAD 83.
 DF5155
 DF5155.The geoid height was determined by GEOID03.
 DF5155
 DF5155;                    North         East     Units Scale Factor Converg.
 DF5155;SPC KY1Z     - 1,276,570.371 1,598,861.913   MT  1.00004051   +0 41 56.0
 DF5155;SPC KY1Z     - 4,188,214.63  5,245,599.46   sFT  1.00004051   +0 41 56.0
 DF5155;SPC KY N     -   146,557.705   468,592.470   MT  0.99998096   -0 13 29.9
 DF5155;SPC KY N     -   480,831.40  1,537,373.80   sFT  0.99998096   -0 13 29.9
 DF5155;UTM  16      - 4,299,488.996   707,347.523   MT  1.00012944   +1 29 51.8
 DF5155
 DF5155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5155!SPC KY1Z     -   0.99996134  x   1.00004051  =   1.00000185
 DF5155!SPC KY N     -   0.99996134  x   0.99998096  =   0.99994230
 DF5155!UTM  16      -   0.99996134  x   1.00012944  =   1.00009078
 DF5155
 DF5155:                Primary Azimuth Mark                     Grid Az
 DF5155:SPC KY1Z     -  NKC 062 AZ MK                            132 09 39.1
 DF5155:SPC KY N     -  NKC 062 AZ MK                            133 05 05.0
 DF5155:UTM  16      -  NKC 062 AZ MK                            131 21 43.3
 DF5155
 DF5155|---------------------------------------------------------------------|
 DF5155| PID    Reference Object                     Distance      Geod. Az  |
 DF5155|                                                           dddmmss.s |
 DF5155| DF5059 NKC 062 AZ MK                       414.440 METERS 1325135.1 |
 DF5155|---------------------------------------------------------------------|
 DF5155
 DF5155                          SUPERSEDED SURVEY CONTROL
 DF5155
 DF5155.No superseded survey control is available for this station.
 DF5155
 DF5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0734899489(NAD 83)
 DF5155_MARKER: DD = SURVEY DISK
 DF5155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5155_STAMPING: NO STAMPING
 DF5155_MARK LOGO: COUNTY
 DF5155_PROJECTION: PROJECTING 28 CENTIMETERS
 DF5155_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5155+STABILITY: SURFACE MOTION
 DF5155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5155+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF5155
 DF5155  HISTORY     - Date     Condition        Report By
 DF5155  HISTORY     - 20010815 MONUMENTED       LOCSUR
 DF5155  HISTORY     - 2002     GOOD             WOOLPT
 DF5155
 DF5155                          STATION DESCRIPTION
 DF5155
 DF5155'DESCRIBED BY WOOLPERT CONSULTANTS 2002 (BJM)
 DF5155'THE STATION IS LOCATED APPROXIMATELY 20.15 MI SOUTH-SOUTHWEST OF THE
 DF5155'CITY OF CINCINNATI,
 DF5155'3.20 MI SOUTH OF THE CITY OF WALTON, AND 2.55 MI NORTH OF THE CITY OF
 DF5155'CRITTENDEN, AT THE
 DF5155'BOONE/KENTON COUNTY LINE, ON THE NORTH SIDE OF EADS ROAD.
 DF5155' 
 DF5155'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 71 WITH
 DF5155'STATE HIGHWAYS
 DF5155'14 BRIDGE (VERONA MUDLICK ROAD), APPROXIMATELY 1.80 MI NORTHWEST OF
 DF5155'THE COMMUNITY OF
 DF5155'VERONA, GO SOUTHEAST 1.80 MI ON HIGHWAY 14 TO THE COMMUNITY OF VERONA
 DF5155'AND THE
 DF5155'JUNCTION OF HIGHWAY 14 WITH STATE HIGHWAY 16 (GLENCO VERONA ROAD) TO
 DF5155'THE SOUTHWEST,
 DF5155'STATE HIGHWAY 491 (LEBANON CRITTENDEN ROAD) TO THE SOUTHEAST, AND
 DF5155'HIGHWAYS 14 AND 16
 DF5155'(WALTON VERONA ROAD) TO THE EAST, TURN LEFT AND GO EAST 0.55 MI ON
 DF5155'HIGHWAYS 14 AND 16 TO
 DF5155'THE JUNCTION OF HIGHWAYS 14 AND 16 WITH EADS ROAD ON THE RIGHT, VEER
 DF5155'RIGHT AND GO
 DF5155'EASTERLY 2.10 MI ON EADS ROAD TO THE JUNCTION OF EADS ROAD WITH SALEM
 DF5155'CREEK ROAD ON
 DF5155'THE LEFT, ANGLE RIGHT AND CONTINUE SOUTHEAST AND NORTHEAST 0.30 MI ON
 DF5155'EADS ROAD TO THE
 DF5155'BOONE/KENTON COUNTY LINE AND THE STATION ON THE LEFT. THE STATION IS A
 DF5155'STANDARD 3.5-INCH
 DF5155'BRONZE COUNTY LINE MARK DISK SET INTO THE TOP OF A 6-INCH SQUARE
 DF5155'PRE-CAST CONCRETE POST
 DF5155'PROJECTING 11 INCHES ABOVE THE GROUND AND APPROXIMATELY 4 FEET ABOVE
 DF5155'EADS ROAD.
 DF5155' 
 DF5155'THE STATION IS 56 FEET NORTH OF THE CENTERLINE OF EADS ROAD, 74.3 FEET
 DF5155'NORTHWEST OF THE
 DF5155'SOUTHEAST END OF THE NORTH GUARDRAIL FOR EADS ROAD, 46.1 FEET
 DF5155'NORTHEAST OF THE
 DF5155'SOUTHWEST END OF NORTH GUARDRAIL FOR EADS ROAD, 37.6 FEET
 DF5155'NORTH-NORTHEAST OF UTILITY
 DF5155'POLE --33K-1E--, 25.1 FEET SOUTH OF WOODEN FENCE POST AT
 DF5155'T-INTERSECTION OF FENCE LINES, AND
 DF5155'1.6 FEET NORTHWEST OF METAL POST FOR --KENTON COUNTY COUNTY LINE
 DF5155'MARKER-- SIGN.
 DF5155' 
 DF5155'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF5155'THE HORIZON ARE, A
 DF5155'LONE TREES APPROXIMATELY 75 FEET NORTH-NORTHEAST EXTENDING 55 DEGREES
 DF5155'ABOVE THE
 DF5155'HORIZON, A CLUSTER OF TREES APPROXIMATELY 100FEET NORTHEAST EXTENDING
 DF5155'35 DEGREES
 DF5155'ABOVE THE HORIZON, AND A CLUSTER OF TREES APPROXIMATELY 60 FEET
 DF5155'SOUTHEAST TO
 DF5155'SOUTHWEST EXTENDING 20 DEGREES ABOVE THE HORIZON.
 DF5155' 
 DF5155'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1473 ***********************************************************************
 HZ1473  DESIGNATION -  COURTHOUSE
 HZ1473  PID         -  HZ1473
 HZ1473  STATE/COUNTY-  KY/JEFFERSON
 HZ1473  USGS QUAD   -  NEW ALBANY (1992)
 HZ1473
 HZ1473                         *CURRENT SURVEY CONTROL
 HZ1473  ___________________________________________________________________
 HZ1473* NAD 83(1986)-  38 15 15.     (N)    085 45 35.     (W)     SCALED    
 HZ1473* NAVD 88     -       140.860  (meters)     462.14   (feet)  ADJUSTED  
 HZ1473  ___________________________________________________________________
 HZ1473  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1473  DYNAMIC HT  -         140.765 (meters)     461.83  (feet)  COMP
 HZ1473  MODELED GRAV-     979,953.3   (mgal)                       NAVD 88
 HZ1473
 HZ1473  VERT ORDER  -  FIRST     CLASS II
 HZ1473
 HZ1473.The horizontal coordinates were scaled from a topographic map and have
 HZ1473.an estimated accuracy of +/- 6 seconds.
 HZ1473
 HZ1473.The orthometric height was determined by differential leveling
 HZ1473.and adjusted by the National Geodetic Survey in June 1991..
 HZ1473.WARNING-Repeat measurements at this control monument indicate possible
 HZ1473.vertical movement.
 HZ1473
 HZ1473.The geoid height was determined by GEOID03.
 HZ1473
 HZ1473.The dynamic height is computed by dividing the NAVD 88
 HZ1473.geopotential number by the normal gravity value computed on the
 HZ1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1473.degrees latitude (g = 980.6199 gals.).
 HZ1473
 HZ1473.The modeled gravity was interpolated from observed gravity values.
 HZ1473
 HZ1473;                    North         East    Units  Estimated Accuracy
 HZ1473;SPC KY1Z     - 1,213,180.    1,499,150.      MT  (+/- 180 meters Scaled)
 HZ1473
 HZ1473                          SUPERSEDED SURVEY CONTROL
 HZ1473
 HZ1473  NGVD 29 (??/??/92)  141.005  (m)          462.61   (f) ADJ UNCH    1 2
 HZ1473
 HZ1473.Superseded values are not recommended for survey control.
 HZ1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1473.See file dsdata.txt to determine how the superseded data were derived.
 HZ1473
 HZ1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH085347(NAD 83)
 HZ1473_MARKER: DD = SURVEY DISK
 HZ1473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1473_SP_SET: STEP
 HZ1473_STAMPING: 462.97
 HZ1473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1473+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2004
 HZ1473
 HZ1473  HISTORY     - Date     Condition        Report By
 HZ1473  HISTORY     - UNK      MONUMENTED       KY2090
 HZ1473  HISTORY     - 1954     GOOD             NGS
 HZ1473  HISTORY     - 1963     GOOD             NGS
 HZ1473  HISTORY     - 20010905 GOOD             USPSQD
 HZ1473  HISTORY     - 20041019 GOOD             GEOCAC
 HZ1473
 HZ1473                          STATION DESCRIPTION
 HZ1473
 HZ1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1473'AT LOUISVILLE.
 HZ1473'AT LOUISVILLE, ON THE NORTH SIDE OF WEST JEFFERSON STREET BETWEEN
 HZ1473'FIFTH AND SIXTH STREETS, AT THE SOUTH ENTRANCE TO THE COUNTY COURT
 HZ1473'HOUSE, IN THE TOP OF THE WEST END OF THE LOWER STEP TO ENTRANCE.
 HZ1473'NOTE-- THE MARK IS STAMPED AS ABOVE AND NO NO 1 WAS FOUND ON
 HZ1473'DISK AS STATED IN ORIGINAL DESCRIPTION.
 HZ1473
 HZ1473                          STATION RECOVERY (1963)
 HZ1473
 HZ1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1473'RECOVERED IN GOOD CONDITION.
 HZ1473
 HZ1473                          STATION RECOVERY (2001)
 HZ1473
 HZ1473'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HZ1473'RECOVERED IN GOOD CONDITION.
 HZ1473
 HZ1473                          STATION RECOVERY (2004)
 HZ1473
 HZ1473'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HZ1473'HANDHELD COORDINATES ARE N38-15-15.66 W085-45-34.92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2017 ***********************************************************************
 HZ2017  DESIGNATION -  COVE
 HZ2017  PID         -  HZ2017
 HZ2017  STATE/COUNTY-  KY/CARROLL
 HZ2017  USGS QUAD   -  CARROLLTON (1994)
 HZ2017
 HZ2017                         *CURRENT SURVEY CONTROL
 HZ2017  ___________________________________________________________________
 HZ2017* NAD 83(1993)-  38 37 33.51770(N)    085 11 29.91752(W)     ADJUSTED  
 HZ2017* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 HZ2017  ___________________________________________________________________
 HZ2017  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 HZ2017  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ2017
 HZ2017  HORZ ORDER  -  SECOND
 HZ2017
 HZ2017.The horizontal coordinates were established by classical geodetic methods
 HZ2017.and adjusted by the National Geodetic Survey in April 1998..
 HZ2017
 HZ2017.The orthometric height was scaled from a topographic map.
 HZ2017
 HZ2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2017
 HZ2017.The geoid height was determined by GEOID03.
 HZ2017
 HZ2017;                    North         East     Units Scale Factor Converg.
 HZ2017;SPC KY1Z     - 1,254,597.100 1,548,621.252   MT  0.99999045   +0 20 34.1
 HZ2017;SPC KY1Z     - 4,116,123.99  5,080,768.22   sFT  0.99999045   +0 20 34.1
 HZ2017;SPC KY N     -   125,400.334   418,005.305   MT  0.99996590   -0 35 08.8
 HZ2017;SPC KY N     -   411,417.60  1,371,405.74   sFT  0.99996590   -0 35 08.8
 HZ2017;SPC IN E     -   375,083.720   141,364.015   MT  0.99998773   +0 17 47.5
 HZ2017;SPC IN E     - 1,230,587.17    463,791.77   sFT  0.99998773   +0 17 47.5
 HZ2017;UTM  16      - 4,276,823.181   657,415.618   MT  0.99990516   +1 07 44.6
 HZ2017
 HZ2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2017!SPC KY1Z     -   0.99996375  x   0.99999045  =   0.99995420
 HZ2017!SPC KY N     -   0.99996375  x   0.99996590  =   0.99992965
 HZ2017!SPC IN E     -   0.99996375  x   0.99998773  =   0.99995148
 HZ2017!UTM  16      -   0.99996375  x   0.99990516  =   0.99986891
 HZ2017
 HZ2017:                Primary Azimuth Mark                     Grid Az
 HZ2017:SPC KY1Z     -  STOUT                                    079 09 01.3
 HZ2017:SPC KY N     -  STOUT                                    080 04 44.2
 HZ2017:SPC IN E     -  STOUT                                    079 11 47.9
 HZ2017:UTM  16      -  STOUT                                    078 21 50.8
 HZ2017
 HZ2017|---------------------------------------------------------------------|
 HZ2017| PID    Reference Object                     Distance      Geod. Az  |
 HZ2017|                                                           dddmmss.s |
 HZ2017| HZ2000 STOUT                               APPROX.12.1 KM 0792935.4 |
 HZ2017| HZ1998 LOUISVILLE CINCINNATI AWY BN 4      APPROX. 8.2 KM 0820824.9 |
 HZ2017| CG8395 COVE RM 1                            32.050 METERS 13253     |
 HZ2017| CG8396 COVE RM 2                            19.553 METERS 21506     |
 HZ2017| CG8394 COVE AZ MK RESET                                   3253240.4 |
 HZ2017| CG8393 COVE AZ MK                                         3253240.5 |
 HZ2017|---------------------------------------------------------------------|
 HZ2017
 HZ2017                          SUPERSEDED SURVEY CONTROL
 HZ2017
 HZ2017  NAD 83(1993)-  38 37 33.51785(N)    085 11 29.91803(W) AD(       ) 2
 HZ2017  NAD 83(1986)-  38 37 33.52030(N)    085 11 29.92563(W) AD(       ) 2
 HZ2017  NAD 27      -  38 37 33.29600(N)    085 11 30.09300(W) AD(       ) 2
 HZ2017
 HZ2017.Superseded values are not recommended for survey control.
 HZ2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2017.See file dsdata.txt to determine how the superseded data were derived.
 HZ2017
 HZ2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5741676823(NAD 83)
 HZ2017_MARKER: DS = TRIANGULATION STATION DISK
 HZ2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2017
 HZ2017  HISTORY     - Date     Condition        Report By
 HZ2017  HISTORY     - 1947     MONUMENTED       CGS
 HZ2017  HISTORY     - 1949     GOOD             CGS
 HZ2017  HISTORY     - 1949     GOOD             CGS
 HZ2017  HISTORY     - 1963     GOOD             AEROS
 HZ2017  HISTORY     - 1963     GOOD             CGS
 HZ2017  HISTORY     - 1964     GOOD             CGS
 HZ2017
 HZ2017                          STATION DESCRIPTION
 HZ2017
 HZ2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2017'THE STATION IS LOCATED ON THE COVE HILL BAPTIST CHURCH PROPERTY,
 HZ2017'ABOUT 4 MILES SOUTHWEST OF CARROLLTON. IT IS 133 FEET
 HZ2017'NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 53 FEET WEST OF THE
 HZ2017'APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 33 FEET NORTHEAST OF THE
 HZ2017'APPROXIMATE CENTERLINE OF AN OLD FARM ROAD, 27.7 FEET NORTH OF A
 HZ2017'4-FOOT OAK TREE, AND 4 FEET SOUTHWEST OF A WITNESS POST. THE
 HZ2017'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED COVE 1947.
 HZ2017'
 HZ2017'REFERENCE MARK NO. 1 IS 105.15 FEET SOUTHEAST OF THE STATION, 28 FEET
 HZ2017'EAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, AND 27.5
 HZ2017'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH. THE MARK
 HZ2017'PROJECTS 4 INCHES, AND THE DISK IS STAMPED COVE NO 1 1947.
 HZ2017'
 HZ2017'REFERENCE MARK NO. 2 IS 64.15 FEET SOUTH-SOUTHWEST OF THE STATION,28
 HZ2017'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF AN OLD FARM ROAD,
 HZ2017'AND 4 FEET SOUTH OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE
 HZ2017'DISK IS STAMPED COVE NO 2 1947.
 HZ2017'
 HZ2017'THE AZIMUTH MARK IS 0.6 MILE NORTHWEST OF THE STATION, 12 FEET EAST
 HZ2017'OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, AND 1.5 FEET
 HZ2017'SOUTH OF A WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 HZ2017'STAMPED COVE 1947.
 HZ2017'
 HZ2017'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 42 AND STATE
 HZ2017'HIGHWAY 55 NEAR THE WEST END OF THE KENTUCKY RIVER BRIDGE
 HZ2017'ABOUT 0.5 MILE WEST OF CARROLLTON, GO SOUTH ON STATE HIGHWAY 55 FOR
 HZ2017'2.75 MILES TO THE JUNCTION OF STATE HIGHWAY 387. CONTINUE ON
 HZ2017'SOUTH ON STATE HIGHWAY 55 FOR 2.2 MILES TO THE SUMMIT OF A GRADE AND
 HZ2017'A GRAVEL CROSSROAD R.H.  NO. 1007. TURN RIGHT AND GO WEST AND
 HZ2017'NORTHWEST FOR 0.3 MILE TO THE COVE HILL BAPTIST CHURCH ON THE RIGHT
 HZ2017'AND THE STATION ON THE LEFT.
 HZ2017'
 HZ2017'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON AN OLD
 HZ2017'GRAVEL ROAD FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 HZ2017'
 HZ2017'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2017
 HZ2017                          STATION RECOVERY (1949)
 HZ2017
 HZ2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2017'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN VERY
 HZ2017'GOOD CONDITION. ALL DISTANCES TO THE REFERENCE MARKS AND
 HZ2017'REFERENCE POINTS WERE CHECKED AND FOUND TO BE CORRECT. DUE TO THE
 HZ2017'CONSTRUCTION OF A NEW ROAD THE AZIMUTH MARK TO THIS
 HZ2017'STATION WAS MOVED BY THIS PARTY ABOUT 25 FEET SOUTHEAST OF THE OLD
 HZ2017'AZIMUTH MARK AND IN LINE WITH STATION COVE 1947, SO THAT THE OLD
 HZ2017'DIRECTION WILL BE THE SAME.
 HZ2017'
 HZ2017'AZIMUTH MARK IS ABOUT 0.6 MILE NORTHWEST OF THE STATION. IT IS 28
 HZ2017'FEET EAST OF THE CENTER OF THE ROAD, 24 FEET SOUTH OF A TWIN
 HZ2017'WALNUT TREE AND 3 FEET SOUTH OF A WHITE WITNESS POST. THE MARK IS
 HZ2017'STAMPED COVE 1947 RESET 1949 AND PROJECTS ABOUT 10 INCHES ABOVE
 HZ2017'THE GROUND.
 HZ2017
 HZ2017                          STATION RECOVERY (1949)
 HZ2017
 HZ2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2017'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HZ2017'GOOD CONDITION. THE DIRECTION TO REFERENCE MARK NO. 2 FAILED TO
 HZ2017'CHECK. THE AZIMUTH MARK WAS RESET IN 1949 AND IS NOW 24 FEET EAST OF
 HZ2017'THE CENTER OF GRAVEL ROAD INSTEAD OF 12 FEET. THE OLD
 HZ2017'DESCRIPTION IS ADEQUATE.
 HZ2017'
 HZ2017'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2017
 HZ2017                          STATION RECOVERY (1963)
 HZ2017
 HZ2017'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2017'STATION FOUND IN GOOD CONDITION AND IS NOW LOCATED IN MOUND OF DIRT
 HZ2017'IN THE CENTER OF A PARKING AREA RM 1 AND RM 2 ALSO FOUND IN GOOD
 HZ2017'CONDITION RM 1 IS NOW ONLY 12 FEET NW OF NW CORNER OF CHURCH.
 HZ2017'CHURCH HAS BEEN ENLARGED.
 HZ2017
 HZ2017                          STATION RECOVERY (1963)
 HZ2017
 HZ2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FL)
 HZ2017'STATION MARK COVE 1947 LOCATED STATION.
 HZ2017'
 HZ2017'STATION IS LOCATED IN CENTER OF SMALL GROUP OF TREES.
 HZ2017
 HZ2017                          STATION RECOVERY (1964)
 HZ2017
 HZ2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ2017'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HZ2017'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 HZ2017'
 HZ2017'THE ORIGINAL DESCRIPTION IS INADEQUATE FOR PRESENT DAY RECOVERY.
 HZ2017'A COMPLETE NEW DESCRIPTION FOLLOWS--
 HZ2017'
 HZ2017'THE STATION IS LOCATED ON THE COVE HILL BAPTIST CHURCH PROPERTY,
 HZ2017'ABOUT 4 MILES SW OF CARROLLTON.  IT IS 118 FEET NW OF THE NW CORNER
 HZ2017'OF THE CHURCH, 38 FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE
 HZ2017'HIGHWAY 549, 33 FEET NE APPROXIMATE CENTERLINE OF A GRAVELED FARM
 HZ2017'ROAD AND 3 FEET SE OF A 6-INCH LOCUST TREE.  THE MARK PROJECTS 1
 HZ2017'FOOT AND THE DISK IS STAMPED COVE 1947.
 HZ2017'
 HZ2017'REFERENCE MARK NO. 1 IS 105.15 FEET SE OF THE STATION, 42 FEET EAST
 HZ2017'OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 22 FEET NORTH OF THE
 HZ2017'NORTH EDGE OF A SIDEWALK, 13 FEET NW OF THE NW CORNER OF THE CHURCH
 HZ2017'AND 8 FEET EAST OF A LIGHT POLE.  THE MONUMENT IS FLUSH WITH THE
 HZ2017'GROUND AND THE DISK IS STAMPED COVE NO 1 1947.
 HZ2017'
 HZ2017'REFERENCE MARK NO. 2 IS 64.15 FEET SSW OF THE STATION, 28 FEET SOUTH
 HZ2017'OF THE APPROXIMATE CENTERLINE OF THE FARM ROAD AND 4 FEET SOUTH OF A
 HZ2017'WIRE FENCE.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS
 HZ2017'STAMPED COVE NO 2 1947.
 HZ2017'
 HZ2017'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 42 WITH STATE
 HZ2017'HIGHWAYS 36 AND 55, JUST WEST OF THE BRIDGE OVER THE KENTUCKY RIVER
 HZ2017'AND ABOUT 1/2 MILE WEST OF CARROLLTON, GO SOUTH ON STATE HIGHAY 55
 HZ2017'FOR 2.45 MILES TO A FORK.  BEAR RIGHT AND CONTINUE ON HIGHWAY 55
 HZ2017'FOR 2.1 MILE TO A JUNCTION WITH STATE HIGHWAY 549.  TURN RIGHT AND
 HZ2017'GO WEST AND NORTHWEST ON HIGHWAY 549 FOR 0.25 MILE TO THE COVE
 HZ2017'HILL BAPTIST CHURCH ON THE RIGHT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5161 ***********************************************************************
 DF5161  DESIGNATION -  COVINGTON CBL 3
 DF5161  PID         -  DF5161
 DF5161  STATE/COUNTY-  KY/KENTON
 DF5161  USGS QUAD   -  COVINGTON (1987)
 DF5161
 DF5161                         *CURRENT SURVEY CONTROL
 DF5161  ___________________________________________________________________
 DF5161* NAD 83(1993)-  39 00 41.79978(N)    084 31 53.18357(W)     ADJUSTED  
 DF5161* NAVD 88     -       151.3    (meters)     496.     (feet)  GPS OBS   
 DF5161  ___________________________________________________________________
 DF5161  X           -     472,934.156 (meters)                     COMP
 DF5161  Y           -  -4,940,020.572 (meters)                     COMP
 DF5161  Z           -   3,993,392.519 (meters)                     COMP
 DF5161  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 DF5161  ELLIP HEIGHT-         117.29  (meters)          (04/07/03) GPS OBS
 DF5161  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DF5161
 DF5161  HORZ ORDER  -  FIRST
 DF5161  ELLP ORDER  -  THIRD     CLASS I
 DF5161
 DF5161.The horizontal coordinates were established by GPS observations
 DF5161.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 DF5161
 DF5161.The orthometric height was determined by GPS observations and a
 DF5161.high-resolution geoid model.
 DF5161
 DF5161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5161
 DF5161.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5161
 DF5161.The ellipsoidal height was determined by GPS observations
 DF5161.and is referenced to NAD 83.
 DF5161
 DF5161.The geoid height was determined by GEOID03.
 DF5161
 DF5161;                    North         East     Units Scale Factor Converg.
 DF5161;SPC KY1Z     - 1,297,952.577 1,605,549.933   MT  1.00010143   +0 44 53.3
 DF5161;SPC KY1Z     - 4,258,366.08  5,267,541.74   sFT  1.00010143   +0 44 53.3
 DF5161;SPC KY N     -   167,827.698   475,623.724   MT  1.00000714   -0 10 30.3
 DF5161;SPC KY N     -   550,614.71  1,560,442.17   sFT  1.00000714   -0 10 30.3
 DF5161;UTM  16      - 4,320,964.411   713,735.878   MT  1.00016255   +1 33 16.2
 DF5161
 DF5161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5161!SPC KY1Z     -   0.99998160  x   1.00010143  =   1.00008303
 DF5161!SPC KY N     -   0.99998160  x   1.00000714  =   0.99998874
 DF5161!UTM  16      -   0.99998160  x   1.00016255  =   1.00014415
 DF5161
 DF5161|---------------------------------------------------------------------|
 DF5161| PID    Reference Object                     Distance      Geod. Az  |
 DF5161|                                                           dddmmss.s |
 DF5161| DF5162 COVINGTON CBL 4                     378.807 METERS 02949     |
 DF5161|---------------------------------------------------------------------|
 DF5161
 DF5161                          SUPERSEDED SURVEY CONTROL
 DF5161
 DF5161.No superseded survey control is available for this station.
 DF5161
 DF5161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1373620964(NAD 83)
 DF5161_MARKER: I = METAL ROD
 DF5161_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF5161_STAMPING: 3 BASELINE STATION 3
 DF5161_MARK LOGO: LOCSUR
 DF5161_PROJECTION: FLUSH
 DF5161_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5161+STABILITY: SURFACE MOTION
 DF5161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5161+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2003
 DF5161
 DF5161  HISTORY     - Date     Condition        Report By
 DF5161  HISTORY     - 1999     MONUMENTED       LOCSUR
 DF5161  HISTORY     - 20030128 GOOD             WOOLPT
 DF5161
 DF5161                          STATION DESCRIPTION
 DF5161
 DF5161'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (BJM)
 DF5161'THE STATION IS LOCATED APPROXIMATELY 9.25 MI NORTHEAST OF THE CITY OF
 DF5161'UNION, 6.25 MI SOUTH
 DF5161'OF THE CITY OF CINCINNATI, AND 2.05 MI WEST OF THE COMMUNITY OF TAYLOR
 DF5161'MILL, IN THE PIONEER
 DF5161'PARK, SOUTHWEST OF THE PEDESTRIAN TRAIL BRIDGE OVER HOLDS CREEK.
 DF5161'OWNERSHIP--CITY OF
 DF5161'COVINGTON.
 DF5161' 
 DF5161'TO REACH THE STATION FROM THE JUNCTION OF THE INTERSTATE HIGHWAY 275
 DF5161'BRIDGE WITH
 DF5161'STATE HIGHWAY 17, IN THE CITY OF COVINGTON, GO SOUTHERLY 0.80 MI ON
 DF5161'HIGHWAY 17 TO THE
 DF5161'JUNCTION OF HIGHWAY 17 WITH STATE HIGHWAY 3148 (OLD MADISON PIKE) ON
 DF5161'THE RIGHT, CONTINUE
 DF5161'SOUTH 1.00 MI ON HIGHWAY 17 TO THE JUNCTION OF HIGHWAY 17 WITH THE
 DF5161'PARK MAIN ENTRANCE
 DF5161'ON THE RIGHT, TURN RIGHT AND GO WEST APPROXIMATELY 100 FEET TO THE
 DF5161'PARK DRIVE, TURN
 DF5161'RIGHT AND GO NORTH 0.35 MI TO THE PARKING AREA, PARK AND CONTINUE
 DF5161'NORTH 0.05 MI ON THE
 DF5161'ASPHALT PEDESTRIAN PATH TO THE JUNCTION OF THE NORTH-SOUTH PATH WITH
 DF5161'THE EAST-WEST
 DF5161'PATH AND BRIDGE OVER BANKLICK RIVER, CONTINUE NORTH 0.15 MI ON PATH TO
 DF5161'BRIDGE OVER
 DF5161'HOLDS CREEK AND THE STATION ON THE LEFT. THE STATION IS A PUNCH MARK
 DF5161'ON TOP OF A
 DF5161'STANDARD 9/16-INCH DIAMETER STAINLESS STEEL ROD ENCASED IN A 1 METER
 DF5161'LONG FINNED SLEEVE
 DF5161'ENCASED IN A 5-INCH DIAMETER PVC PIPE WITH ATTACHED ALUMINUM NORTHERN
 DF5161'KENTUCKY
 DF5161'ASSOCIATION OF PROF. SURVEYORS LOGO CAP STAMPED --3 BASELINE STATION
 DF5161'3-- SURROUNDED BY
 DF5161'A 12 INCH CONCRETE COLLAR, FLUSH WITH THE GROUND.
 DF5161' 
 DF5161'THE STATION IS 8.5 FEET NORTHWEST OF THE CENTERLINE OF PEDESTRIAN
 DF5161'PATH, 317.0 FEET
 DF5161'NORTH-NORTHEAST OF UTILITY POLE -K27940-, 57.1 FEET EAST-SOUTHEAST OF
 DF5161'A SET RAILROAD SPIKE
 DF5161'IN THE NORTH FACE OF A 40-INCH DIAMETER SYCAMORE TREE, 11.5 FEET
 DF5161'SOUTHWEST OF THE WEST
 DF5161'CORNER OF DESCRIBED BRIDGE OVER HOLDS CREEK, 9.7 FEET NORTHEAST OF A
 DF5161'SANITARY SEWER
 DF5161'MANHOLE COVER, AND 7.85 FEET SOUTH-SOUTHWEST OF AN ORANGE FIBERGLASS
 DF5161'WITNESS POST.
 DF5161' 
 DF5161'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF5161'THE HORIZON ARE A
 DF5161'THE DESCRIBED SYCAMORE TREE EXTENDING 50 DEGREES ABOVE THE HORIZON.
 DF5161' 
 DF5161'--NOTE2--A STANDARD PHILIPS SCREW DRIVE IS NEEDED TO OPEN ACCESS
 DF5161'COVER.
 DF5161' 
 DF5161'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5162 ***********************************************************************
 DF5162  DESIGNATION -  COVINGTON CBL 4
 DF5162  PID         -  DF5162
 DF5162  STATE/COUNTY-  KY/KENTON
 DF5162  USGS QUAD   -  COVINGTON (1987)
 DF5162
 DF5162                         *CURRENT SURVEY CONTROL
 DF5162  ___________________________________________________________________
 DF5162* NAD 83(1993)-  39 00 52.45693(N)    084 31 45.35327(W)     ADJUSTED  
 DF5162* NAVD 88     -       157.1    (meters)     515.     (feet)  GPS OBS   
 DF5162  ___________________________________________________________________
 DF5162  X           -     473,102.400 (meters)                     COMP
 DF5162  Y           -  -4,939,801.199 (meters)                     COMP
 DF5162  Z           -   3,993,651.562 (meters)                     COMP
 DF5162  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 DF5162  ELLIP HEIGHT-         123.14  (meters)          (04/07/03) GPS OBS
 DF5162  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DF5162
 DF5162  HORZ ORDER  -  FIRST
 DF5162  ELLP ORDER  -  THIRD     CLASS I
 DF5162
 DF5162.The horizontal coordinates were established by GPS observations
 DF5162.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 DF5162
 DF5162.The orthometric height was determined by GPS observations and a
 DF5162.high-resolution geoid model.
 DF5162
 DF5162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5162
 DF5162.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5162
 DF5162.The ellipsoidal height was determined by GPS observations
 DF5162.and is referenced to NAD 83.
 DF5162
 DF5162.The geoid height was determined by GEOID03.
 DF5162
 DF5162;                    North         East     Units Scale Factor Converg.
 DF5162;SPC KY1Z     - 1,298,283.687 1,605,734.025   MT  1.00010246   +0 44 58.1
 DF5162;SPC KY1Z     - 4,259,452.40  5,268,145.71   sFT  1.00010246   +0 44 58.1
 DF5162;SPC KY N     -   168,155.767   475,813.110   MT  1.00000763   -0 10 25.4
 DF5162;SPC KY N     -   551,691.05  1,561,063.51   sFT  1.00000763   -0 10 25.4
 DF5162;UTM  16      - 4,321,298.099   713,915.303   MT  1.00016349   +1 33 21.5
 DF5162
 DF5162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5162!SPC KY1Z     -   0.99998068  x   1.00010246  =   1.00008314
 DF5162!SPC KY N     -   0.99998068  x   1.00000763  =   0.99998831
 DF5162!UTM  16      -   0.99998068  x   1.00016349  =   1.00014417
 DF5162
 DF5162|---------------------------------------------------------------------|
 DF5162| PID    Reference Object                     Distance      Geod. Az  |
 DF5162|                                                           dddmmss.s |
 DF5162| DF5161 COVINGTON CBL 3                     378.807 METERS 20949     |
 DF5162|---------------------------------------------------------------------|
 DF5162
 DF5162                          SUPERSEDED SURVEY CONTROL
 DF5162
 DF5162.No superseded survey control is available for this station.
 DF5162
 DF5162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1391521298(NAD 83)
 DF5162_MARKER: I = METAL ROD
 DF5162_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF5162_STAMPING: 4 BASELINE STATION 4
 DF5162_MARK LOGO: LOCSUR
 DF5162_PROJECTION: FLUSH
 DF5162_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5162+STABILITY: SURFACE MOTION
 DF5162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5162+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2003
 DF5162
 DF5162  HISTORY     - Date     Condition        Report By
 DF5162  HISTORY     - 1999     MONUMENTED       LOCSUR
 DF5162  HISTORY     - 20030128 GOOD             WOOLPT
 DF5162
 DF5162                          STATION DESCRIPTION
 DF5162
 DF5162'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (BJM)
 DF5162'THE STATION IS LOCATED APPROXIMATELY 9.45 MI NORTHEAST OF THE CITY OF
 DF5162'UNION, 6.05 MI SOUTH
 DF5162'OF THE CITY OF CINCINNATI, AND 2.00 MI WEST OF THE COMMUNITY OF TAYLOR
 DF5162'MILL, IN THE PIONEER
 DF5162'PARK DRIVE TO THE NORTH PARKING AREA, ACROSS STATE HIGHWAY 17 FROM THE
 DF5162'JUNCTION OF
 DF5162'HIGHWAY 17 WITH ROLLING HILLS DRIVE. OWNERSHIP--CITY OF COVINGTON.
 DF5162' 
 DF5162'TO REACH THE STATION FROM THE JUNCTION OF THE INTERSTATE HIGHWAY 275
 DF5162'BRIDGE WITH
 DF5162'STATE HIGHWAY 17, IN THE CITY OF COVINGTON, GO SOUTHERLY 0.80 MI ON
 DF5162'HIGHWAY 17 TO THE
 DF5162'JUNCTION OF HIGHWAY 17 WITH STATE HIGHWAY 3148 (OLD MADISON PIKE) ON
 DF5162'THE RIGHT, CONTINUE
 DF5162'SOUTH 0.20 MI ON HIGHWAY 17 TO THE JUNCTION OF ROLLING HILLS DRIVE ON
 DF5162'THE LEFT AND THE
 DF5162'NORTH PARK PARKING AREA DRIVE AND STATION ON THE RIGHT. THE STATION IS
 DF5162'A PUNCH MARK ON
 DF5162'TOP OF A STANDARD 9/16-INCH DIAMETER STAINLESS STEEL ROD ENCASED IN A
 DF5162'1 METER LONG
 DF5162'FINNED SLEEVE ENCASED IN A 5-INCH DIAMETER PVC PIPE WITH ATTACHED
 DF5162'ALUMINUM NORTHERN
 DF5162'KENTUCKY ASSOCIATION OF PROF. SURVEYORS LOGO CAP STAMPED --4 BASELINE
 DF5162'STATION 4-- SET IN
 DF5162'THE ASPHALT DRIVE SURROUNDED BY A APPROXIMATELY 4-FEET BY 4-FEET
 DF5162'CONCRETE PAD.
 DF5162' 
 DF5162'THE STATION IS 17.4 FEET SOUTHWEST OF THE SOUTHWEST HIGHWAY 17 PAINT
 DF5162'STRIPE, 28.0 FEET
 DF5162'SOUTHEAST OF THE LAST POST OF GUARDRAIL OF THE NORTH SIDE OF THE
 DF5162'ENTRANCE DRIVE, AND
 DF5162'10.4 FEET NORTHWEST OF THE LAST POST FOR GUARDRAIL OF THE SOUTH SIDE
 DF5162'OF ENTRANCE DRIVE
 DF5162'AND AN ORANGE FIBERGLASS WITNESS POST.
 DF5162' 
 DF5162'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF5162'THE HORIZON ARE A
 DF5162'UTILITY POLE APPROXIMATELY 15 FEET SOUTH-SOUTHEAST EXTENDING 30
 DF5162'DEGREES ABOVE THE
 DF5162'HORIZON.
 DF5162' 
 DF5162'--NOTE2--A STANDARD PHILIPS SCREW DRIVE IS NEEDED TO OPEN ACCESS
 DF5162'COVER.
 DF5162' 
 DF5162' 
 DF5162'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3223 ***********************************************************************
 JZ3223  DESIGNATION -  COVINGTON RADIO STATION WZIP
 JZ3223  PID         -  JZ3223
 JZ3223  STATE/COUNTY-  KY/KENTON
 JZ3223  USGS QUAD   -  COVINGTON (1987)
 JZ3223
 JZ3223                         *CURRENT SURVEY CONTROL
 JZ3223  ___________________________________________________________________
 JZ3223* NAD 83(1993)-  39 04 48.43375(N)    084 31 17.00720(W)     ADJUSTED  
 JZ3223* NAVD 88     -                                                        
 JZ3223  ___________________________________________________________________
 JZ3223  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 JZ3223  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3223
 JZ3223  HORZ ORDER  -  THIRD
 JZ3223
 JZ3223.The horizontal coordinates were established by classical geodetic methods
 JZ3223.and adjusted by the National Geodetic Survey in April 1998..
 JZ3223
 JZ3223
 JZ3223.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3223
 JZ3223.The geoid height was determined by GEOID03.
 JZ3223
 JZ3223;                    North         East     Units Scale Factor Converg.
 JZ3223;SPC KY1Z     - 1,305,569.863 1,606,320.172   MT  1.00012594   +0 45 15.5
 JZ3223;SPC KY1Z     - 4,283,357.13  5,270,068.76   sFT  1.00012594   +0 45 15.5
 JZ3223;SPC KY N     -   175,430.820   476,516.503   MT  1.00001922   -0 10 07.8
 JZ3223;SPC KY N     -   575,559.28  1,563,371.23   sFT  1.00001922   -0 10 07.8
 JZ3223;UTM  16      - 4,328,592.182   714,398.713   MT  1.00016603   +1 33 47.3
 JZ3223
 JZ3223                          SUPERSEDED SURVEY CONTROL
 JZ3223
 JZ3223  NAD 83(1993)-  39 04 48.43979(N)    084 31 17.01393(W) AD(       ) 4
 JZ3223  NAD 83(1986)-  39 04 48.43742(N)    084 31 17.01816(W) AD(       ) 4
 JZ3223  NAD 27      -  39 04 48.21752(N)    084 31 17.21368(W) AD(       ) 3
 JZ3223
 JZ3223.Superseded values are not recommended for survey control.
 JZ3223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3223.See file dsdata.txt to determine how the superseded data were derived.
 JZ3223
 JZ3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1439928592(NAD 83)
 JZ3223_MARKER: 42 = RADIO/TV MAST
 JZ3223
 JZ3223  HISTORY     - Date     Condition        Report By
 JZ3223  HISTORY     - 1965     FIRST OBSERVED   KYHD
 JZ3223
 JZ3223                          STATION DESCRIPTION
 JZ3223
 JZ3223'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 JZ3223'STATION IS LOCATED IN THE CITY OF COVINGTON. IT IS APPROXIMATELY 250
 JZ3223'FEET NORTHWEST OF THE JUNCTION OF WILLOW RUN STREET AND WEST
 JZ3223'9TH STREET AND NEAR THE EAST R/W FENCE OF INTERSTATE ROUTE 75. IT IS
 JZ3223'A 3 LEGGED STEEL STRUCTURE, PAINTED ORANGE AND WHITE,
 JZ3223'APPROXIMATELY 125 FEET HIGH WITH A RED WARNING LIGHT ON TOP. POINT
 JZ3223'OBSERVED WAS CENTER OF WARNING LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3227 ***********************************************************************
 JZ3227  DESIGNATION -  COVINGTON WATER TANK
 JZ3227  PID         -  JZ3227
 JZ3227  STATE/COUNTY-  KY/KENTON
 JZ3227  USGS QUAD   -  COVINGTON (1987)
 JZ3227
 JZ3227                         *CURRENT SURVEY CONTROL
 JZ3227  ___________________________________________________________________
 JZ3227* NAD 83(1993)-  39 03 21.38783(N)    084 30 57.24948(W)     ADJUSTED  
 JZ3227* NAVD 88     -                                                        
 JZ3227  ___________________________________________________________________
 JZ3227  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 JZ3227  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3227
 JZ3227  HORZ ORDER  -  THIRD
 JZ3227
 JZ3227.The horizontal coordinates were established by classical geodetic methods
 JZ3227.and adjusted by the National Geodetic Survey in April 1998..
 JZ3227
 JZ3227
 JZ3227.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3227
 JZ3227.The geoid height was determined by GEOID03.
 JZ3227
 JZ3227;                    North         East     Units Scale Factor Converg.
 JZ3227;SPC KY1Z     - 1,302,891.716 1,606,830.583   MT  1.00011713   +0 45 27.7
 JZ3227;SPC KY1Z     - 4,274,570.57  5,271,743.34   sFT  1.00011713   +0 45 27.7
 JZ3227;SPC KY N     -   172,745.079   476,983.651   MT  1.00001479   -0 09 55.5
 JZ3227;SPC KY N     -   566,747.81  1,564,903.86   sFT  1.00001479   -0 09 55.5
 JZ3227;UTM  16      - 4,325,921.381   714,946.886   MT  1.00016894   +1 33 56.8
 JZ3227
 JZ3227                          SUPERSEDED SURVEY CONTROL
 JZ3227
 JZ3227  NAD 83(1993)-  39 03 21.39391(N)    084 30 57.25585(W) AD(       ) 4
 JZ3227  NAD 83(1986)-  39 03 21.39088(N)    084 30 57.26015(W) AD(       ) 4
 JZ3227  NAD 27      -  39 03 21.17076(N)    084 30 57.45661(W) AD(       ) 3
 JZ3227
 JZ3227.Superseded values are not recommended for survey control.
 JZ3227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3227.See file dsdata.txt to determine how the superseded data were derived.
 JZ3227
 JZ3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1494725921(NAD 83)
 JZ3227_MARKER: 53 = ELEVATED TANK
 JZ3227
 JZ3227  HISTORY     - Date     Condition        Report By
 JZ3227  HISTORY     - 1965     FIRST OBSERVED   KYHD
 JZ3227
 JZ3227                          STATION DESCRIPTION
 JZ3227
 JZ3227'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 JZ3227'STATION IS LOCATED ON TOP OF A HIGH HILL APPROXIMATELY 0.25 MILE
 JZ3227'NORTHWEST OF LATONIA AND JUST SOUTHWEST OF SPENCE CHURCH. IT IS
 JZ3227'AN 8 LEGGED STEEL STRUCTURE APPROXIMATELY 125 FEET HIGH, PAINTED
 JZ3227'SILVER AND WITH THE LEGEND COVINGTON PAINTED ON THE SIDE. POINT
 JZ3227'OBSERVED WAS CENTER OF BALL ON TOP OF TANK.
 JZ3227'
 JZ3227'TO REACH THE STATION FROM THE JEFFERSON STREET AND INTERSTATE 75
 JZ3227'INTERCHANGE IN COVINGTON, GO SOUTHEAST ON JEFFERSON STREET FOR
 JZ3227'0.5 MILE TO HIGHWAY AVENUE. TURN RIGHT AND GO SOUTHWEST ON HIGHWAY
 JZ3227'AVENUE FOR 0.25 MILE TO BENTON ROAD LEFT. TURN LEFT ONTO
 JZ3227'BENTON ROAD AND GO SOUTHEAST FOR 0.45 MILE TO MONTE LANE RIGHT. TURN
 JZ3227'RIGHT ON MONTE LANE AND GO SOUTHWEST FOR 0.15 MILE TO ROSE LANE
 JZ3227'LEFT. TURN LEFT ON ROSE LANE AND GO SOUTHEAST FOR 0.1 MILE TO NARROW
 JZ3227'CONCRETE PAVED LANE ON LEFT. TURN LEFT ONTO PAVED LANE AND GO
 JZ3227'0.05 MILE TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2467 ***********************************************************************
 HY2467  DESIGNATION -  COWAN
 HY2467  PID         -  HY2467
 HY2467  STATE/COUNTY-  KY/FLEMING
 HY2467  USGS QUAD   -  COWAN (1978)
 HY2467
 HY2467                         *CURRENT SURVEY CONTROL
 HY2467  ___________________________________________________________________
 HY2467* NAD 83(1993)-  38 23 42.01761(N)    083 55 17.60523(W)     ADJUSTED  
 HY2467* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 HY2467  ___________________________________________________________________
 HY2467  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 HY2467  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HY2467
 HY2467  HORZ ORDER  -  THIRD
 HY2467
 HY2467.The horizontal coordinates were established by classical geodetic methods
 HY2467.and adjusted by the National Geodetic Survey in December 1995..
 HY2467
 HY2467.The orthometric height was scaled from a topographic map.
 HY2467
 HY2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2467
 HY2467.The geoid height was determined by GEOID03.
 HY2467
 HY2467;                    North         East     Units Scale Factor Converg.
 HY2467;SPC KY1Z     - 1,230,377.823 1,659,712.537   MT  0.99994582   +1 07 21.3
 HY2467;SPC KY1Z     - 4,036,664.57  5,445,240.22   sFT  0.99994582   +1 07 21.3
 HY2467;SPC KY N     -    99,393.954   528,691.408   MT  0.99996287   +0 12 15.5
 HY2467;SPC KY N     -   326,095.00  1,734,548.39   sFT  0.99996287   +0 12 15.5
 HY2467;UTM  17      - 4,253,685.269   244,851.546   MT  1.00040180   -1 48 55.8
 HY2467;UTM  16      - 4,254,131.339   768,852.744   MT  1.00049026   +1 54 47.2
 HY2467
 HY2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2467!SPC KY1Z     -   0.99996012  x   0.99994582  =   0.99990594
 HY2467!SPC KY N     -   0.99996012  x   0.99996287  =   0.99992299
 HY2467!UTM  17      -   0.99996012  x   1.00040180  =   1.00036190
 HY2467!UTM  16      -   0.99996012  x   1.00049026  =   1.00045036
 HY2467
 HY2467|---------------------------------------------------------------------|
 HY2467| PID    Reference Object                     Distance      Geod. Az  |
 HY2467|                                                           dddmmss.s |
 HY2467| DB9103 COWAN RM 1                           23.088 METERS 04545     |
 HY2467| HY2459 GREG                                APPROX.15.4 KM 1220728.9 |
 HY2467| DB9104 COWAN RM 2                            8.936 METERS 21607     |
 HY2467| HY2468 MAXEY USGS 1954                      44.482 METERS 35159     |
 HY2467|---------------------------------------------------------------------|
 HY2467
 HY2467                          SUPERSEDED SURVEY CONTROL
 HY2467
 HY2467  NAD 83(1986)-  38 23 42.02472(N)    083 55 17.61296(W) AD(       ) 3
 HY2467  NAD 27      -  38 23 41.75100(N)    083 55 17.89100(W) AD(       ) 3
 HY2467
 HY2467.Superseded values are not recommended for survey control.
 HY2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2467.See file dsdata.txt to determine how the superseded data were derived.
 HY2467
 HY2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4485253685(NAD 83)
 HY2467_MARKER: DS = TRIANGULATION STATION DISK
 HY2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2467
 HY2467  HISTORY     - Date     Condition        Report By
 HY2467  HISTORY     - 1954     MONUMENTED       USGS
 HY2467  HISTORY     - 1977     GOOD             LOCENG
 HY2467
 HY2467                          STATION DESCRIPTION
 HY2467
 HY2467'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (ELJ)
 HY2467'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF FLEMINGSBURG,
 HY2467'ABOUT 8 MILES NORTHEAST OF CARLISLE AND ON PROPERTY OWNED BY R.W.
 HY2467'BOONE.  IT IS 27 FEET SOUTH OF A BLAZED LOCUST TREE, 17 FEET EAST OF
 HY2467'THE EAST EDGE OF A CULTIVATED FIELD, 9 FEET WEST OF THE CENTER OF A
 HY2467'FARM ROAD AND 4 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS
 HY2467'FLUSH AND THE DISK IS STAMPED COWAN 1954.
 HY2467'
 HY2467'REFERENCE MARK NO.1 IS AT THE NORTHWEST CORNER OF A CULTIVATED FIELD
 HY2467'AND IS 18 FEET EAST OF THE CENTER OF THE FARM ROAD.  THE MARK IS
 HY2467'FLUSH AND THE DISK IS STAMPED COWAN NO 1 1954.
 HY2467'
 HY2467'REFERENCE MARK NO.2 IS 24 FEET EAST OF THE EAST EDGE OF A CULTIVATED
 HY2467'FIELD AND 12 FEET WEST OF THE CENTER OF THE FARM ROAD.  THE MARK
 HY2467'PROJECTS 3 INCHES AND THE DISK IS STAMPED COWAN NO 2 1954.
 HY2467'
 HY2467'MAXEY (USGS) IS A BRONZE CAP RIVETED TO THE TOP OF A 3 INCH IRON PIPE
 HY2467'PROJECTING 10 INCHES AND IS LOCATED ON THE HIGHEST POINT OF THE HILL
 HY2467'IN A CULTIVATED FIELD.  THE CAP IS UNSTAMPED.
 HY2467'
 HY2467'TO REACH THE STATION FROM THE COURTHOUSE IN CARLISLE, GO NORTHEAST ON
 HY2467'STATE HIGHWAY 32 FOR 9.6 MILES TO A DIRT SIDE ROAD LEFT, TURN LEFT
 HY2467'AND GO 0.15 MILE TO AN OLD WIRE AND WOOD GATE TO THE RIGHT, TURN
 HY2467'RIGHT, THROUGH THE GATE, AND FOLLOW FARM ROAD FOR 0.05 MILE TO THE
 HY2467'STATION ON THE LEFT AS DESCRIBED.
 HY2467'
 HY2467'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HY2467
 HY2467                          STATION RECOVERY (1977)
 HY2467
 HY2467'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (RVP)
 HY2467'COWAN 1954 RECOVERED GOOD.
 HY2467'
 HY2467'COWAN NO. 2 1954 RECOVERED GOOD.
 HY2467'
 HY2467'BLAZED LOCUST TREE NO LONGER EXISTS, FIELD IS NO LONGER CULTIVATED
 HY2467'AND THE FARM ROAD IS DISAPPEARING DUE TO NOT BEING USED.  NEW TIES
 HY2467'AND NEW WITNESS POST ARE NEEDED.
 HY2467'
 HY2467'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MI. SW OF FLEMINGSBURG,
 HY2467'8 MI. NE OF CARLISLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2232 ***********************************************************************
 HZ2232  DESIGNATION -  COX RESET
 HZ2232  PID         -  HZ2232
 HZ2232  STATE/COUNTY-  KY/JEFFERSON
 HZ2232  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2232
 HZ2232                         *CURRENT SURVEY CONTROL
 HZ2232  ___________________________________________________________________
 HZ2232* NAD 83(1993)-  38 09 24.33928(N)    085 46 18.84998(W)     ADJUSTED  
 HZ2232* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 HZ2232  ___________________________________________________________________
 HZ2232  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 HZ2232  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HZ2232
 HZ2232  HORZ ORDER  -  FIRST
 HZ2232
 HZ2232.The horizontal coordinates were established by classical geodetic methods
 HZ2232.and adjusted by the National Geodetic Survey in December 1995..
 HZ2232
 HZ2232.The orthometric height was scaled from a topographic map.
 HZ2232
 HZ2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2232
 HZ2232.The geoid height was determined by GEOID03.
 HZ2232
 HZ2232;                    North         East     Units Scale Factor Converg.
 HZ2232;SPC KY1Z     - 1,202,369.746 1,498,080.488   MT  0.99991687   -0 00 48.4
 HZ2232;SPC KY1Z     - 3,944,774.74  4,914,952.40   sFT  0.99991687   -0 00 48.4
 HZ2232;SPC KY N     -    74,000.109   366,621.762   MT  0.99997668   -0 56 48.2
 HZ2232;SPC KY N     -   242,782.02  1,202,824.90   sFT  0.99997668   -0 56 48.2
 HZ2232;SPC IN E     -   322,898.821    90,776.870   MT  0.99996771   -0 03 54.1
 HZ2232;SPC IN E     - 1,059,377.22    297,823.78   sFT  0.99996771   -0 03 54.1
 HZ2232;UTM  16      - 4,223,920.679   607,595.698   MT  0.99974258   +0 45 31.7
 HZ2232
 HZ2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2232!SPC KY1Z     -   0.99996914  x   0.99991687  =   0.99988602
 HZ2232!SPC KY N     -   0.99996914  x   0.99997668  =   0.99994583
 HZ2232!SPC IN E     -   0.99996914  x   0.99996771  =   0.99993686
 HZ2232!UTM  16      -   0.99996914  x   0.99974258  =   0.99971173
 HZ2232
 HZ2232:                Primary Azimuth Mark                     Grid Az
 HZ2232:SPC KY1Z     -  LOUISVILLE MENGLE BODY S STACK           003 07 41.7
 HZ2232:SPC KY N     -  LOUISVILLE MENGLE BODY S STACK           004 03 41.5
 HZ2232:SPC IN E     -  LOUISVILLE MENGLE BODY S STACK           003 10 47.4
 HZ2232:UTM  16      -  LOUISVILLE MENGLE BODY S STACK           002 21 21.6
 HZ2232
 HZ2232|---------------------------------------------------------------------|
 HZ2232| PID    Reference Object                     Distance      Geod. Az  |
 HZ2232|                                                           dddmmss.s |
 HZ2232| HZ2230 LOUISVILLE MENGLE BODY S STACK      APPROX. 6.7 KM 0030653.3 |
 HZ2232| HZ2220 LOUISVILLE L N RR SHOP STACK        APPROX. 5.4 KM 0120327.8 |
 HZ2232| HZ2209 LOUISVILLE VAN CAMPS PACK STK       APPROX. 6.1 KM 0125232.7 |
 HZ2232| CG8398 PTS 142                                            0353840.5 |
 HZ2232| CG8401 COX RM 3                             16.015 METERS 03848     |
 HZ2232| HZ2198 LOUISVILLE WOOD MOSAIC CO TANK      APPROX. 2.7 KM 0420416.6 |
 HZ2232| CG8399 COX RM 1                             18.898 METERS 04831     |
 HZ2232| HZ2183 BOWMAN FIELD ADMIN BLDG AWY BN      APPROX.11.8 KM 0511342.1 |
 HZ2232| CG8397 COX AZ MK                                          0630755.8 |
 HZ2232| CG8404 COX RM 6                             14.618 METERS 12541     |
 HZ2232| CG8400 COX RM 2                             15.234 METERS 15453     |
 HZ2232| CG8402 COX RM 4                             18.529 METERS 20630     |
 HZ2232| CG8405 COX RM 7                             13.972 METERS 21722     |
 HZ2232| CG8403 COX RM 5                              9.236 METERS 29949     |
 HZ2232| HZ2215 LOUISVILLE ALMSHOUSE STACK          APPROX. 4.8 KM 3225651.1 |
 HZ2232| HZ2239 LOUISVILLE LUCKY STRIKE SIL TK      APPROX. 5.9 KM 3435317.3 |
 HZ2232| HZ2240 LOUISVILLE LUCKY STRIKE TANK        APPROX. 6.3 KM 3470812.7 |
 HZ2232| HZ2222 LOUISVILLE J V QUINLAN CO STK       APPROX. 7.1 KM 3514730.6 |
 HZ2232|---------------------------------------------------------------------|
 HZ2232
 HZ2232                          SUPERSEDED SURVEY CONTROL
 HZ2232
 HZ2232  NAD 83(1986)-  38 09 24.34361(N)    085 46 18.85820(W) AD(       ) 1
 HZ2232  NAD 27      -  38 09 24.08300(N)    085 46 18.99500(W) AD(       ) 1
 HZ2232
 HZ2232.Superseded values are not recommended for survey control.
 HZ2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2232.See file dsdata.txt to determine how the superseded data were derived.
 HZ2232
 HZ2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0759623921(NAD 83)
 HZ2232_MARKER: X = CHISELED CROSS
 HZ2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2232_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2232_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2232
 HZ2232  HISTORY     - Date     Condition        Report By
 HZ2232  HISTORY     - 1879     MONUMENTED       CGS
 HZ2232  HISTORY     - 1933     SEE DESCRIPTION  CGS
 HZ2232  HISTORY     - 1935     GOOD             CGS
 HZ2232  HISTORY     - 1966     GOOD             CGS
 HZ2232  HISTORY     - 1975     GOOD             NGS
 HZ2232  HISTORY     - 1978     GOOD             NGS
 HZ2232  HISTORY     - 1982     GOOD             NGS
 HZ2232
 HZ2232                          STATION DESCRIPTION
 HZ2232
 HZ2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (GAF)
 HZ2232'ABOUT 5 MILES FROM LOUISVILLE, ON THE HIGHEST POINT OF A PROMINENT
 HZ2232'KNOB KNOWN AS COXS KNOB, ON LAND BELONGING TO BEN FIGGS. THE
 HZ2232'STATION IS ABOUT 30 METERS BACK OF AN OLD SANDSTONE QUARRY ON THE
 HZ2232'NORTHERN POINT OF THE KNOB, AND IS MARKED BY A CROSS IN THE TOP OF A
 HZ2232'STONE POST 6 INCHES SQUARE AND 30 INCHES LONG INSCRIBED WITH THE LETTE
 HZ2232'U.S.C. AND G.S.  THE UNDERGROUND MARK IS AN EARTHENWARE PYRAMID WITH
 HZ2232'EDGES 6 INCHES LONG MARKED WITH THE RAISED LETTERS U.S.C.  THE THREE
 HZ2232'REFERENCE MARKS ARE STONE POSTS 6 INCHES SQUARE AND 30 INCHES LONG
 HZ2232'SET AT THE DISTANCES AND DIRECTIONS AS GIVEN IN THE DESCRIPTION,
 HZ2232'EXCEPT THAT THE TOP SURFACE OF THE STONE HAS BEEN DESTROYED BY
 HZ2232'VANDALS. ACCORDING TO THE CHIEF ENGINEER OF LOUISVILLE IN 1916,
 HZ2232'THE ONLY REFERENCE MARK THAT REMAINS IS 1.83 METERS NORTH, MAGNETIC,
 HZ2232'FROM THE STATION.
 HZ2232
 HZ2232                          STATION RECOVERY (1933)
 HZ2232
 HZ2232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2232'STATION IS ABOUT 5 MILES SOUTH OF THE CENTER OF LOUISVILLE, ON THE
 HZ2232'HIGHEST POINT OF A PROMINENT KNOB, KNOWN AS KENWOOD HILL,
 HZ2232'WHICH IS JUST EAST OF IROQUOIS PARK IN THE SOUTH EDGE OF LOUISVILLE,
 HZ2232'22 FEET EAST-NORTHEAST OF A 12 INCH OAK ON THE HIGHEST POINT
 HZ2232'OF THE HILL. THE STATION WAS REMARKED 1933, AND PROJECTS 6 INCHES.
 HZ2232'
 HZ2232'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1 AND AZIMUTH MARK, 1933 SET
 HZ2232'IN CONCRETE.
 HZ2232'
 HZ2232'REFERENCE MARK NO. 1, 1933 IS EAST OF THE STATION, AT THE EAST EDGE
 HZ2232'OF THE HILL, AT BLUFF, AND PROJECTS 4 INCHES.  REFERENCE MARK
 HZ2232'NO. 2 1933 IS SOUTH OF THE STATION, A STANDARD DISK, SET IN THE TOP
 HZ2232'OF A 6- BY 6-INCH STONE POST, WHICH PROJECTS 5 INCHES.
 HZ2232'
 HZ2232'ALL OLD REFERENCE MARKS HAVE BEEN DESTROYED.
 HZ2232'
 HZ2232'AZIMUTH MARK, 1933 IS EAST OF THE STATION, ON A SLIGHT RISE, 15 FEET
 HZ2232'SOUTH OF THE CENTER LINE OF STRAWBERRY LANE, 30 FEET EAST OF F.
 HZ2232'DEGENERS, FLORIST, MAILBOX, AND PROJECTS 5 INCHES.
 HZ2232'
 HZ2232'A 70-FOOT TOWER.
 HZ2232'
 HZ2232'ALL OTHER OBJECTS ARE VISIBLE FROM THE GROUND WITH A SLIGHT AMOUNT OF
 HZ2232'CLEARING ON HILL.
 HZ2232
 HZ2232                          STATION RECOVERY (1935)
 HZ2232
 HZ2232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2232'STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. THE
 HZ2232'DESCRIPTION WRITTEN BY G.L.A. IN 1933 WAS NOT AVAILABLE FOR
 HZ2232'COMPARISON WITH CONDITIONS FOUND AT THIS TIME. THE STATION IS ON THE
 HZ2232'HIGHEST KNOB OF A LONG HILL KNOWN LOCALLY AS KENWOOD HILL IN THE
 HZ2232'SUBDIVISION OF KENWOOD VILLAGE, ABOUT 6 MILES SOUTH OF THE CENTER OF
 HZ2232'THE CITY OOF LOUISVILLE, KY., 22 FEET NORTHEAST OF FENCE
 HZ2232'LINE, 11 FEET EAST OF A 12-INCH OAK TREE, ABOUT 30 FEET NORTH OF
 HZ2232'HIGHEST POINT IN VICINITY, 80 FEET SOUTWEST OF EDGE OF CLIFF, AND
 HZ2232'PROJECTS ABOUT 10 INCHES.
 HZ2232'
 HZ2232'TO REACH THE STATION FROM THE Y.M.C.A. AT THE INTERSECTION OF THIRD
 HZ2232'STREET AND BROADWAY IN LOUISVILLE, GO SOUTH ON THIRD STREET FOR
 HZ2232'2.4 MILES TO THE SECOND OF TWO UNDERPASSES WHICH ARE CLOSE TOGETHER,
 HZ2232'CONTINUE SOUTH ON THIRD STREET FOR 1.0 MILE TO THE POINT WHERE
 HZ2232'THIRD STREET TURNS SLIGHTLY LEFT AND SOUTHERN PARKWAY CONTINUES
 HZ2232'STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ON SOUTHERN PARKWAY
 HZ2232'FOR 2.25 MILES TO ITS INTERSECTION WITH CAR LINE AT THE ENTRANCE TO
 HZ2232'PARK, TURN LEFT ON KENWOOD AVENUE FOR 0.35 MILE TO SIGN ON RIGHT
 HZ2232'KENWOOD HILL, TURN RIGHT HERE AND TAKE TWO LEFT FORKS,
 HZ2232'IMMEDIATELY, FOLLOWING MAIN ROAD AND GO 0.1 MILE TO FORKS, TAKE RIGHT
 HZ2232'FORK AND GO 0.05 MILE TO GEORGE BUSHS HOUSE ON LEFT, CONTINUE
 HZ2232'ON GRAVEL ROAD FOR 0.25 MILE TO ED. HELCKS LOG HOUSE AND END OF
 HZ2232'TRUCK TRAVEL, TAKE PATH TO RIGHT UP-HILL FOR 150 YARDS TO TOP
 HZ2232'AND NORTH END OF RIDGE AND STATION.
 HZ2232'
 HZ2232'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 18 FEET SOUTHWEST
 HZ2232'OF EDGE OF CLIFF, AND PROJECTS ABOUT 4 INCHES.  REFERENCE MARK
 HZ2232'NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 5 FEET NORTH-NORTHWEST OF A
 HZ2232'16-INCH OAK TREE, AND SET IN THE TOP OF AN 8-INCH SQUARE ROCK
 HZ2232'WHICH PROJECTS ABOUT 8 INCHES.
 HZ2232'
 HZ2232'AZIMUTH MARK IS A LOUISVILLE CITY SURVEY BENCH MARK AND PRIMARY
 HZ2232'TRAVERSE STATION 142. IT IS A BRONZE DISK SET IN THE TOP OF AN
 HZ2232'8-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND. IT IS 27
 HZ2232'FEET WEST OF THE CENTER LINE OF THIRD STREET ROAD, 39 FEET
 HZ2232'NORTH OF THE CENTER LINE OF CROSS ROAD, 1.0 MILE SOUTH ALONG THIRD
 HZ2232'STREET FROM IRON ARCHWAY AT WESTERN ENTRANCE TO DOUGLAS PARK.
 HZ2232'
 HZ2232'NOTE-NO NATURAL OBJECTS VISIBLE FROM THE GROUND. AZIMUTH MARK VISIBLE
 HZ2232'FROM THE GROUND WITH A SLIGHT AMOUNT OF CLEARING.
 HZ2232'
 HZ2232'NOTE-A 64 FOOT TOWER WAS USED AND WILL CLEAR ALL LINES.
 HZ2232
 HZ2232                          STATION RECOVERY (1966)
 HZ2232
 HZ2232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 HZ2232'THE STATION AND REFERENCE MARK NO. 2 1933 WERE RECOVERED AND FOUND IN
 HZ2232'GOOD CONDITION. REFERENCE MARK NO 1 1933 HAD BEEN BROKEN OFF
 HZ2232'ABOUT 1 FOOT BELOW THE SURFACE AND THE TOP SECTION CONTAINING THE
 HZ2232'DISK WAS NOT FOUND. A COMPLETE AND THOROUGH SEARCH WAS MADE FOR
 HZ2232'BOTH THE PUBLISHED AZIMUTH MARKS, BUT THEY COULD NOT BE FOUND AND ARE
 HZ2232'PRESUMED DESTROYED BY STREET CONSTRUCTION.
 HZ2232'
 HZ2232'THE STATION IS NOW ON PROPERTY OWNED BY THE LOUISVILLE WATER CO. AND
 HZ2232'IS NEAR THE CONSTRUCTION AREA OF A NEW RESERVOIR.
 HZ2232'REFERENCE MARK NO. 2 WAS IN THE RESERVOIR AREA AND HAD TO BE MOVED.
 HZ2232'THE STATION COULD NOT BE MOVED INTO A SAFE LOCATION, AND THE
 HZ2232'LOUISVILLE WATER CO. WILL MAKE EVERY EFFORT POSSIBLE TO PROTECT THIS
 HZ2232'STATION DURING CONSTRUCTION WORK. THREE NEW REFERENCE
 HZ2232'MARKS WERE ESTABLISHED AND ALL HORIZONTAL ANGLES AND DISTANCE
 HZ2232'MEASUREMENTS MADE. IN THE EVENT THE STATION MARK SHOULD BE
 HZ2232'DISTURBED, IT WILL BE POSSIBLE TO RE-ESTABLISH THE POINT THROUGH
 HZ2232'THESE ANGLE AND DISTANCE MEASUREMENTS.
 HZ2232'
 HZ2232'PRIOR TO SETTING THE NEW REFERENCE MARKS, THE ANGLE BETWEEN WOOD
 HZ2232'MOSAIC WATER TANK INITIAL AND REFERENCE MARK NO. 2 WAS TURNED
 HZ2232'AND CHECKED THE ORIGINAL ANGLE UNDER 01 MIN. THE HORIZONTAL DISTANCE
 HZ2232'MEASUREMENT WAS ALSO RECHECKED BETWEEN THESE MARKS AND
 HZ2232'CHECKED WITHIN 0.01 FOOT.
 HZ2232'
 HZ2232'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HZ2232'
 HZ2232'THE STATION IS NOW ABOUT 5 MILES SOUTH OF THE CENTER OF LOUISVILLE ON
 HZ2232'THE PROPERTY OF THE LOUISVILLE WATER CO. NEAR THE HIGHEST POINT
 HZ2232'OF A PROMINENT HILL KNOWN LOCALLY AS KENWOOD HILL AND NOW BEING
 HZ2232'DEVELOPED AS THE ROLLINGWOOD SUBDIVISION.
 HZ2232'
 HZ2232'THE STATION IS 45 FEET EAST OF THE NORTHWEST CORNER OF THE RESERVOIR,
 HZ2232'22 FEET NORTHEAST OF AN 18-INCH, TRIANGULAR BLAZED OAK TREE,
 HZ2232'21 FEET SOUTH OF A 24-INCH, TRIANGULAR BLAZED, FORKED TRUNKED OAK
 HZ2232'TREE AND 16 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 HZ2232'RESERVOIR. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 HZ2232'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HZ2232'COX 1879 1933.
 HZ2232'
 HZ2232'REFERENCE MARK NO. 3 IS 39 FEET NORTH-NORTHEAST OF THE NORTHWEST
 HZ2232'CORNER OF THE RESERVOIR, 34 FEET NORTHEAST OF A 24-INCH,
 HZ2232'TRIANGULAR BLAZED FORKED TRUNKED OAK TREE, 28 FEET SOUTHWEST OF THE
 HZ2232'EDGE OF AN OLD STONE QUARRY, AND 3.595 FEET BELOW THE STATION
 HZ2232'ELEVATION. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 HZ2232'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HZ2232'COX NO 3 1879 1933 1966.
 HZ2232'
 HZ2232'REFERENCE MARK NO. 4 IS 19 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 HZ2232'RESERVOIR, 3 FEET NORTH OF A 20-INCH, TRIANGULAR BLAZED OAK TREE
 HZ2232'AND 1.237 FEET ABOVE THE STATION ELEVATION. IT IS A STANDARD DISK SET
 HZ2232'IN THE TOP OF A 10-INCH, SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 HZ2232'INCHES AND THE DISK IS STAMPED COX NO 4 1879 1933 1966.
 HZ2232'
 HZ2232'REFERENCE MARK NO. 5 IS 30 FEET WEST OF A 24-INCH, TRIANGULAR BLAZED,
 HZ2232'FORKED TRUNKED OAK TREE, 12 FEET NORTHEAST OF AN 18-INCH,
 HZ2232'TRIANGULAR BLAZED, WALNUT TREE AND 2.236 FEET BELOW THE STATION
 HZ2232'ELEVATION.
 HZ2232'
 HZ2232'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 HZ2232'REFERENCE NO. 4 IS 112.68 FEET.
 HZ2232'
 HZ2232'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 4 AND
 HZ2232'REFERENCE NO. 5 IS 69.49 FEET.
 HZ2232'
 HZ2232'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 HZ2232'REFERENCE MARK NO. 5 IS 64.61 FEET.
 HZ2232'
 HZ2232'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE MAIN POST
 HZ2232'OFFICE IN LOUISVILLE, GO EAST ON BROADWAY FOR 0.3 MILE TO
 HZ2232'THIRD STREET. HERE TURN RIGHT, SOUTH, ON THIRD STREET AND GO 2.4
 HZ2232'MILES TO THE L AND N RAILROAD UNDERPASS, CONTINUE SOUTHERLY ON
 HZ2232'THIRD STREET FOR 0.7 MILE TO WHERE THIRD STREET BEARS LEFT AND
 HZ2232'SOUTHERN PARKWAY CONTINUES STRAIGHT AHEAD. HERE CONTINUE
 HZ2232'STRAIGHT AHEAD, SOUTH AND SOUTHWESTERLY ON SOUTHERN PARKWAY FOR 2.45
 HZ2232'MILES TO THE ENTRANCE TO IROQUOIS PARK DEAD AHEAD AND NEW
 HZ2232'CUT ROAD ON THE LEFT. HERE TURN LEFT AND GO SOUTH-SOUTHEASTERLY ON
 HZ2232'NEW CUT ROAD FOR 1.1 MILE TO WILDERNESS ROAD ON THE LEFT, TURN
 HZ2232'LEFT, EASTERLY, ON WILDERNESS ROAD AND GO 0.15 MILE TO HILL
 HZ2232'RIDGE TERRACE ON THE LEFT. HERE TURN LEFT ON HILL RIDGE TERRACE AND
 HZ2232'GO NORTHEASTERLY FOR 0.05 MILE TO ROLLINGWOOD TRAIL ON
 HZ2232'THE LEFT, TURN LEFT ON ROLLINGWOOD TRAIL AND FOLLOW WINDING ROAD
 HZ2232'NORTH-NORTHEASTERLY, THENCE SOUTH AND SOUTHEAST AND BACK
 HZ2232'NORTHWEST FOR 0.3 MILE TO THE TOP OF THE GRADE AND THE STATION ON THE
 HZ2232'RIGHT AS DESCRIBED.
 HZ2232'
 HZ2232'ELEVATIONS WERE TRANSFERRED FROM THE STATION MARK TO ALL NEW
 HZ2232'REFERENCE MARKS USING AN ASSUMED ELEVATION OF 600.000 FEET AT
 HZ2232'THE STATION SITE.
 HZ2232
 HZ2232                          STATION RECOVERY (1975)
 HZ2232
 HZ2232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 HZ2232'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS--
 HZ2232'
 HZ2232'A CONCRETE RESEVOIR HAS BEEN BUILT ON THE TOP OF WHAT IS NOW CALLED
 HZ2232'KENWOOD HILL.  THE MARK IS APPROXIMATLEY 8 FT. NORTH OF THE NORTH
 HZ2232'SIDE, AND 15 FT. WEST OF THE EAST CORNER OF THE CONCRETE SLAB.
 HZ2232'
 HZ2232'RM 5 AND RM 3 RECOVERED AS DESCRIBED.
 HZ2232'
 HZ2232'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LOUISVILLE.
 HZ2232
 HZ2232                          STATION RECOVERY (1978)
 HZ2232
 HZ2232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HZ2232'THE STATION MARK, REFERENCE MARK 3 AND 5 WERE FOUND IN GOOD
 HZ2232'CONDITION.  REFERENCE MARK 4 WAS NOT FOUND AND ASSUMED DESTROYED BY
 HZ2232'CONSTRUCTION.  NO AZIMUTH OBJECTS WERE AVAILABLE AT THIS TIME DUE TO
 HZ2232'TREES.  THE DISTANCE TO THE REFERENCE MARKS CHECKED AS DID THE
 HZ2232'DIRECTION BETWEEN THEM.  THE SITE OF THE REFERENCE MARKS IS BEING
 HZ2232'DEVELOPED AND THE MARKS WERE DESTROYED AT THIS TIME.  REFERENCE MARKS
 HZ2232'6 AND 7 WERE SET, A NEW DESCRIPTION FOLLOWS.
 HZ2232'
 HZ2232'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF THE CENTER OF
 HZ2232'LOUISVILLE, AT THE LOUISVILLE WATER COMPANY KENWOOD HILL RESERVOIR,
 HZ2232'ABOUT 100 FEET NORTH OF THE NORTH CORNER OF HOUSE 5211 ROLLINGWOOD
 HZ2232'RD, 14 FEET W OF NORTH CORNER OF FIAT CONCRETE RESERVOIR, 47 FEET
 HZ2232'NORTH EAST OF THE WEST CORNER OF THE RESERVOIR, 51 FEET NORTHWEST OF
 HZ2232'THE EAST CORNER, 22 FEET NORTHEAST OF A 20 INCH OAK TREE AND 21 FEET
 HZ2232'SOUTH EAST OF A 24 INCH TWIN TRUNK OAK TREE AND 1 FOOT NORTHEAST OF
 HZ2232'A METAL WITNESS POST.  THE MONUMENT IS 6 INCHES UNDERGROUND AND THE
 HZ2232'DISK IS STAMPED---COX 1879 1933---.
 HZ2232'
 HZ2232'REFERENCE MARK 6 IS A STANDARD DISK STAMPED---COX 1879 NO 6 1978---
 HZ2232'SET IN A DRILL HOLE IN THE TOP AND EAST CORNER OF THE RESERVOIR AND
 HZ2232'1 FOOT WEST OF THE CORNER.
 HZ2232'
 HZ2232'REFERENCE MARK 7 IS A STANDARD DISK STAMPED---COX 1879 NO 7 1978---
 HZ2232'SET IN A DRILL HOLE IN THE TOP AND WEST CORNER OF THE RESERVOIR, 1
 HZ2232'FOOT EAST OF THE WEST CORNER.
 HZ2232
 HZ2232                          STATION RECOVERY (1982)
 HZ2232
 HZ2232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 HZ2232'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 HZ2232'NOTE BY WAZ IN 1966.  RM NO 7 1978 WAS ALSO RECOVERED IN THE
 HZ2232'NORTHWEST CORNER OF THE NEARBY CONCRETE RESERVOIR.  NO OTHER MARKS
 HZ2232'WERE SEARCHED FOR.
 HZ2232'
 HZ2232'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH
 HZ2232'OF CENTER OF LOUISVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2442 ***********************************************************************
 HY2442  DESIGNATION -  COYLE
 HY2442  PID         -  HY2442
 HY2442  STATE/COUNTY-  KY/BATH
 HY2442  USGS QUAD   -  OWINGSVILLE (1975)
 HY2442
 HY2442                         *CURRENT SURVEY CONTROL
 HY2442  ___________________________________________________________________
 HY2442* NAD 83(1993)-  38 10 27.00061(N)    083 49 53.74968(W)     ADJUSTED  
 HY2442* NAVD 88     -       339.1    (meters)    1113.     (feet)  VERTCON   
 HY2442  ___________________________________________________________________
 HY2442  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 HY2442  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HY2442
 HY2442  HORZ ORDER  -  FIRST
 HY2442
 HY2442.The horizontal coordinates were established by classical geodetic methods
 HY2442.and adjusted by the National Geodetic Survey in December 1995..
 HY2442
 HY2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2442
 HY2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2442
 HY2442.The geoid height was determined by GEOID03.
 HY2442
 HY2442;                    North         East     Units Scale Factor Converg.
 HY2442;SPC KY1Z     - 1,206,029.006 1,668,073.205   MT  0.99991840   +1 10 40.2
 HY2442;SPC KY1Z     - 3,956,780.16  5,472,670.17   sFT  0.99991840   +1 10 40.2
 HY2442;SPC KY N     -    74,913.421   536,661.230   MT  0.99997509   +0 15 37.0
 HY2442;SPC KY N     -   245,778.45  1,760,696.05   sFT  0.99997509   +0 15 37.0
 HY2442;UTM  17      - 4,228,929.391   251,958.394   MT  1.00035779   -1 45 03.5
 HY2442
 HY2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2442!SPC KY1Z     -   0.99995196  x   0.99991840  =   0.99987036
 HY2442!SPC KY N     -   0.99995196  x   0.99997509  =   0.99992705
 HY2442!UTM  17      -   0.99995196  x   1.00035779  =   1.00030973
 HY2442
 HY2442:                Primary Azimuth Mark                     Grid Az
 HY2442:SPC KY1Z     -  COYLE AZ MK                              058 54 27.7
 HY2442:SPC KY N     -  COYLE AZ MK                              059 49 30.9
 HY2442:UTM  17      -  COYLE AZ MK                              061 50 11.4
 HY2442
 HY2442|---------------------------------------------------------------------|
 HY2442| PID    Reference Object                     Distance      Geod. Az  |
 HY2442|                                                           dddmmss.s |
 HY2442| DB9108 COYLE AZ MK                                        0600507.9 |
 HY2442| HY2437 OWINGSVILLE TX EASTERN RELAY        APPROX. 4.2 KM 0721545.7 |
 HY2442| HY2444 OWINGSVILLE MUNICIPAL TANK          APPROX. 6.7 KM 1170845.0 |
 HY2442| HY2445 OWINGSVILLE CHRISTIAN CH SPIRE      APPROX. 6.8 KM 1184035.8 |
 HY2442| HY2447 OWINGSVILLE BATH CO CTHSE DOME      APPROX. 6.8 KM 1191051.0 |
 HY2442| DB9109 COYLE RM 1                            6.550 METERS 14104     |
 HY2442| HY2450 MT STERLING MUNICIPAL SPIPE         APPROX.14.0 KM 2143702.3 |
 HY2442| DB9110 COYLE RM 2                           16.589 METERS 24819     |
 HY2442| HY2439 BETHEL CHRISTIAN CHURCH SPIRE       APPROX. 8.4 KM 3373725.1 |
 HY2442|---------------------------------------------------------------------|
 HY2442
 HY2442                          SUPERSEDED SURVEY CONTROL
 HY2442
 HY2442  NAD 83(1986)-  38 10 27.00738(N)    083 49 53.75706(W) AD(       ) 1
 HY2442  NAD 27      -  38 10 26.72420(N)    083 49 54.04060(W) AD(       ) 1
 HY2442  NGVD 29 (07/19/86)  339.3    (m)         1113.     (f) VERT ANG       
 HY2442
 HY2442.Superseded values are not recommended for survey control.
 HY2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2442.See file dsdata.txt to determine how the superseded data were derived.
 HY2442
 HY2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5195828929(NAD 83)
 HY2442_MARKER: DD = SURVEY DISK
 HY2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2442
 HY2442  HISTORY     - Date     Condition        Report By
 HY2442  HISTORY     - 1928     MONUMENTED       USGS
 HY2442  HISTORY     - 1928     GOOD             USGS
 HY2442  HISTORY     - 1935     GOOD             USGS
 HY2442  HISTORY     - 1935     GOOD             USGS
 HY2442  HISTORY     - 1949     GOOD             USGS
 HY2442  HISTORY     - 1950     GOOD             CGS
 HY2442  HISTORY     - 1954     GOOD             CGS
 HY2442  HISTORY     - 1963     GOOD             USGS
 HY2442
 HY2442                          STATION DESCRIPTION
 HY2442
 HY2442'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (HWH)
 HY2442'STATION IS ABOUT 4 MILES W OF OWINGSVILLE, AND 1 MILE S OF
 HY2442'REYNOLDSVILLE, ON THE FARM OF C.W. MCVEAGH.  THE STATION IS 88 FEET W
 HY2442'OF THE HOUSE THAT IS OCCUPIED BY JIM MCVEAGH.
 HY2442'
 HY2442'THE STATION MARK IS MARKED BY AN ALUMINUM
 HY2442'TABLET OF THE GEOLOGICAL SURVEY SET IN A CUT STONE POST 5 BY 9
 HY2442'INCHES SURROUNDED BY CONCRETE REINFORCEMENT 18 BY 18 INCHES AND 2
 HY2442'FEET DEEP.
 HY2442'
 HY2442'THE REFERENCE MARK IS S OF THE
 HY2442'STATION, SET IN A CONCRETE POST 12 BY 12 INCHES AND ABOUT 2 FEET
 HY2442'DEEP.
 HY2442'
 HY2442'HEIGHT OF SIGNAL ABOVE STATION MARK 9.0 METERS.
 HY2442
 HY2442                          STATION RECOVERY (1928)
 HY2442
 HY2442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1928 (WM)
 HY2442'FOUND AS DESCRIBED IN GOOD CONDITION.
 HY2442
 HY2442                          STATION RECOVERY (1935)
 HY2442
 HY2442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935 (ECB)
 HY2442'DESCRIPTION ON THE STATION EASILY FOLLOWED.  STATION AND REFERENCE
 HY2442'MARKERS IN GOOD CONDITION.
 HY2442
 HY2442                          STATION RECOVERY (1935)
 HY2442
 HY2442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935 (MAH)
 HY2442'THE STATION AND THE ONE REFERENCE MARK, LOCATED ON THE PROPERTY OF
 HY2442'J.W. MCVEAGH, ABOUT 4 MILES W OF OWINGSVILLE AND 1 MILE S OF
 HY2442'REYNOLDSVILLE, WERE FOUND IN GOOD CONDITION.  THE STATION MARK,
 HY2442'LOCATED ABOUT 88 FEET W OF THE HOUSE OCCUPIED BY JIM MCVEAGH AND 18
 HY2442'FEET N OF A 10-INCH ASH TREE, IS AN ALUMINUM GEOLOGICAL SURVEY
 HY2442'STANDARD DISK SET IN A 5 BY 9 INCH CUT STONE POST SURROUNDED BY
 HY2442'CONCRETE REINFORCEMENT.  THE MARK IS STAMPED COYLE USC AND G, 1928.
 HY2442'THE OLD REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE.
 HY2442'AN AZIMUTH MARK AND ONE ADDITIONAL REFERENCE
 HY2442'MARK WERE SET AS SHOWN IN TABLE OF OBSERVATION BELOW.
 HY2442'
 HY2442'REFERENCE MARK NO.1 IS SE OF THE STATION, 3 FEET N OF FENCE LINE AND
 HY2442'8 FEET E OF 10 INCH ASH TREE.  REFERENCE MARK NO.2 IS WSW OF THE
 HY2442'STATION, 3 FEET E OF AN 8-INCH ASH TREE AND 3 FEET N OF THE FENCE
 HY2442'LINE.
 HY2442'
 HY2442'AZIMUTH MARK IS NE OF THE STATION ALONG FENCE LINE ALONG THE E SIDE
 HY2442'OF A CULTIVATED FIELD, 3 FEET NW OF A 10-INCH BLACK WALNUT TREE AND
 HY2442'ABOUT 110 FEET SE OF AN 18-INCH HACKBERRY TREE.
 HY2442'
 HY2442'TO REACH THE STATION FROM THE COURTHOUSE IN OWINGSVILLE--GO E ON U.S.
 HY2442'HIGHWAY 60 FOR 0.4 MILE TO A MACADAM ROAD TO THE LEFT.  TURN LEFT
 HY2442'AND FOLLOW MAIN ROAD FOR 5.5 MILES TO A WIRE GATE TO LEFT AT A WHITE
 HY2442'FARMHOUSE.  TURN LEFT THROUGH GATE AND FOLLOW FARM ROAD ABOUT 0.7
 HY2442'MILE TO MR. MCVEAGHS HOUSE.  FROM HERE GO THROUGH FARM AND PASTURE
 HY2442'FOR ABOUT 0.6 MILE TO THE HOUSE OF JIM MCVEAGH AND THE STATION.
 HY2442'
 HY2442'HEIGHT OF LIGHT ABOVE MARK 2 METERS.
 HY2442
 HY2442                          STATION RECOVERY (1949)
 HY2442
 HY2442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949 (LWS)
 HY2442'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HY2442'GOOD CONDITION.  DISTANCES TO ALL MARKS WERE CHECKED.  DIRECTION TO
 HY2442'REFERENCE MARK NO.1 AND NO.2 FAILED TO CHECK, AS NOTED BELOW.
 HY2442'AZIMUTH MARK AND REFERENCE MARK NO.1 ARE DESCRIBED.
 HY2442'REFERENCE MARK NO.2 IS DESCRIBED.  A NEW DESCRIPTION
 HY2442'FOLLOWS--
 HY2442'
 HY2442'STATION IS LOCATED ABOUT 4 MILES WEST OF OWINGSVILLE ON THE PROPERTY
 HY2442'OF J.W. MCVEAGH.  IT IS 88 FEET WEST OF THE SOUTHWEST CORNER ON A
 HY2442'FRAME HOUSE, 32 FEET NORTH OF CENTER OF A FARM ROAD AND 20 FEET
 HY2442'NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS A CONCRETE BLOCK
 HY2442'ABOUT 18 INCHES SQUARE WHICH IS FLUSH WITH THE GROUND AND HAS A SMALL
 HY2442'CONCRETE BLOCK ABOUT 8 X 4 INCHES PROJECTING ABOUT 2 INCHES ABOVE
 HY2442'AND IN CENTER OF LARGER BLOCK.  THE DISK IS A STANDARD USGS BENCH
 HY2442'MARK DISK STAMPED COYLE U.S.C. AND G. 1928.
 HY2442'
 HY2442'REFERENCE MARK NO.1 IS 21.44 FEET SOUTHEAST OF THE STATION, 14 FEET
 HY2442'NORTH OF CENTER OF FARM ROAD AND 2 FEET EAST OF A WHITE WITNESS
 HY2442'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HY2442'COYLE NO 1 1928.
 HY2442'
 HY2442'REFERENCE MARK NO.2 IS 54.46 FEET SOUTHWEST OF THE STATION AND 12
 HY2442'FEET NORTH OF THE CENTER OF FARM ROAD.  THE MARK IS FLUSH WITH THE
 HY2442'GROUND AND THE DISK IS STAMPED COYLE NO 2 1935.
 HY2442'
 HY2442'AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION, 3 FEET NORTHWEST
 HY2442'OF A 10-INCH BLACK WALNUT TREE WITH A BLAZE ON THE WEST SIDE AND 2
 HY2442'FEET WEST OF A FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND
 HY2442'THE DISK IS STAMPED COYLE 1935.
 HY2442'
 HY2442'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2442'HIGHWAY 36, WHICH IS IN THE NORTHEAST SECTION OF OWINGSVILLE, GO
 HY2442'NORTHWEST ON HIGHWAY 36 FOR 1.8 MILES TO THE JUNCTION OF A Y ROAD
 HY2442'LEFT , TURN LEFT AND GO WEST ON DIRT ROAD FOR ABOUT 0.3 MILE TO THE
 HY2442'LAST HOUSE NEAR ROAD, TURN RIGHT OFF ROAD (IN BARN YARD) AND GO UP
 HY2442'HILL FOR 0.2 MILE TO A FRAME HOUSE ON RIGHT AND STATION AS DESCRIBED.
 HY2442'
 HY2442'TO REACH AZIMUTH MARK FROM THE STATION,GO EAST FOR ABOUT 0.05 MILE TO
 HY2442'FENCE CORNER AND GATE, TURN LEFT THROUGH GATE AND GO ON FARM ROAD
 HY2442'FOR ABOUT 0.05 MILE, TURN RIGHT OFF ROAD AND GO ABOUT 0.05 MILE TO
 HY2442'FENCE LINE AND AZIMUTH MARK NEAR BLAZED TREE AS DESCRIBED.
 HY2442'
 HY2442'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 HY2442
 HY2442                          STATION RECOVERY (1950)
 HY2442
 HY2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 HY2442'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 HY2442'DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 HY2442
 HY2442                          STATION RECOVERY (1954)
 HY2442
 HY2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2442'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HY2442'CONDITION.  THE DISTANCES AND DIRECTION TO THE REFERENCE MARKS AND
 HY2442'THE AZIMUTH MARK CHECKED.  THE FOLLOWING CORRECTIONS ARE MADE IN THE
 HY2442'DIRECTIONS TO REACH THE STATION--
 HY2442'
 HY2442'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2442'HIGHWAY 36 IN THE NORTHEAST SECTION OF OWINGSVILLE, GO NORTHWEST ON
 HY2442'HIGHWAY 36 FOR 2.8 MILES TO A GRAVEL ROAD LEFT.  TURN LEFT AND
 HY2442'FOLLOW GRAVEL ROAD FOR 1.8 MILES TO A GATE AT THE END OF GRAVEL
 HY2442'ROAD. CONTINUE ON DIRT ROAD FOR 0.15 MILE TO A GATE.  TURN RIGHT AND
 HY2442'FOLLOW DIRT ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 HY2442'
 HY2442'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HY2442
 HY2442                          STATION RECOVERY (1963)
 HY2442
 HY2442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (EB)
 HY2442'STATION, REFERENCE MARKS NO.1 AND 2 AND AZIMUTH MARKS WERE FOUND AS
 HY2442'DESCRIBED IN RECOVERY CARD OF 1954, AND ARE ALL IN GOOD CONDITION.
 HY2442'THE OLD TO REACH IS ADEQUATE.
 HY2442'
 HY2442'HEIGHT OF LIGHT ABOVE STATION MARK 9.57 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2969 ***********************************************************************
 GZ2969  DESIGNATION -  CRAB ORCHARD
 GZ2969  PID         -  GZ2969
 GZ2969  STATE/COUNTY-  KY/LINCOLN
 GZ2969  USGS QUAD   -  CRAB ORCHARD (1952)
 GZ2969
 GZ2969                         *CURRENT SURVEY CONTROL
 GZ2969  ___________________________________________________________________
 GZ2969* NAD 83(1993)-  37 27 45.06921(N)    084 30 55.91928(W)     ADJUSTED  
 GZ2969* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 GZ2969  ___________________________________________________________________
 GZ2969  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 GZ2969  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GZ2969
 GZ2969  HORZ ORDER  -  THIRD
 GZ2969
 GZ2969.The horizontal coordinates were established by classical geodetic methods
 GZ2969.and adjusted by the National Geodetic Survey in December 1995..
 GZ2969
 GZ2969.The orthometric height was scaled from a topographic map.
 GZ2969
 GZ2969.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2969
 GZ2969.The geoid height was determined by GEOID03.
 GZ2969
 GZ2969;                    North         East     Units Scale Factor Converg.
 GZ2969;SPC KY1Z     - 1,126,042.718 1,609,202.085   MT  0.99993088   +0 45 28.5
 GZ2969;SPC KY1Z     - 3,694,358.48  5,279,523.84   sFT  0.99993088   +0 45 28.5
 GZ2969;SPC KY S     -   626,024.485   609,204.022   MT  0.99994790   +0 44 55.2
 GZ2969;SPC KY S     - 2,053,882.00  1,998,696.86   sFT  0.99994790   +0 44 55.2
 GZ2969;UTM  16      - 4,149,081.828   719,730.006   MT  1.00019476   +1 30 42.3
 GZ2969
 GZ2969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2969!SPC KY1Z     -   0.99995725  x   0.99993088  =   0.99988813
 GZ2969!SPC KY S     -   0.99995725  x   0.99994790  =   0.99990515
 GZ2969!UTM  16      -   0.99995725  x   1.00019476  =   1.00015200
 GZ2969
 GZ2969:                Primary Azimuth Mark                     Grid Az
 GZ2969:SPC KY1Z     -  CRAB ORCHARD AZ MK                       073 19 55.3
 GZ2969:SPC KY S     -  CRAB ORCHARD AZ MK                       073 20 28.6
 GZ2969:UTM  16      -  CRAB ORCHARD AZ MK                       072 34 41.5
 GZ2969
 GZ2969|---------------------------------------------------------------------|
 GZ2969| PID    Reference Object                     Distance      Geod. Az  |
 GZ2969|                                                           dddmmss.s |
 GZ2969| DB9111 CRAB ORCHARD AZ MK                                 0740523.8 |
 GZ2969| DB9112 CRAB ORCHARD RM 1                     8.951 METERS 18049     |
 GZ2969| GZ2968 CRAB ORCHARD MUNICIPAL TANK           4.721 METERS 20925     |
 GZ2969| DB9113 CRAB ORCHARD RM 2                     8.928 METERS 23821     |
 GZ2969|---------------------------------------------------------------------|
 GZ2969
 GZ2969                          SUPERSEDED SURVEY CONTROL
 GZ2969
 GZ2969  NAD 83(1986)-  37 27 45.07723(N)    084 30 55.92558(W) AD(       ) 3
 GZ2969  NAD 27      -  37 27 44.78000(N)    084 30 56.13600(W) AD(       ) 3
 GZ2969
 GZ2969.Superseded values are not recommended for survey control.
 GZ2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2969.See file dsdata.txt to determine how the superseded data were derived.
 GZ2969
 GZ2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1973049082(NAD 83)
 GZ2969_MARKER: DS = TRIANGULATION STATION DISK
 GZ2969_SETTING: 0 = UNSPECIFIED SETTING
 GZ2969
 GZ2969  HISTORY     - Date     Condition        Report By
 GZ2969  HISTORY     - 1951     MONUMENTED       CGS
 GZ2969
 GZ2969                          STATION DESCRIPTION
 GZ2969
 GZ2969'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2969'STATION IS LOCATED IN THE WEST SECTION OF CRAB ORCHARD MUNI. WATER
 GZ2969'TANK. IT IS 13 FEET WEST OF THE NOTHEAST LEG OF THE WATER TANK AND
 GZ2969'13 FEET EAST OF THE NORTHWEST LEG OF THE WATER TANK. THE MARK IS A
 GZ2969'CAST IRON PIPE 6 INCHES IN DIAMETER FILLED WITH CONCRETE AND IS
 GZ2969'FLUSH WITH THE GROUND WITH A STANDARD TRIANGULATION BRONZE STATION
 GZ2969'MARK DISK ATOP STAMPED CRAB ORCHARD 1951.
 GZ2969'
 GZ2969'REFERENCE MARK NO. 1. THE DISK IS A STANDARD TRIANGULATION BRONZE
 GZ2969'REFERENCE MARK DISK SET FLUSH IN A DRILL HOLE IN THE CONCRETE BASE
 GZ2969'OF THE SOUTHEAST LEG OF THE WATER TANK AND IS STAMPED CRAB ORCHARD NO
 GZ2969'1 1951.
 GZ2969'
 GZ2969'REFERENCE MARK NO. 2. THE DISK IS A STANDARD TRIANGULATION BRONZE
 GZ2969'REFERENCE MARK DISK SET FLUSH IN A DRILL HOLE IN THE CONCRETE BASE
 GZ2969'OF THE SOUTHWEST LEG OF THE WATER TANK AND IS STAMPED CRAB ORCHARD NO
 GZ2969'2 1951.
 GZ2969'
 GZ2969'AZIMUTH MARK IS 26 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME
 GZ2969'HOUSE, 24 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO.  150 AND 4
 GZ2969'FEET WEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS
 GZ2969'STAMPED CRAB ORCHARD 1951.
 GZ2969'
 GZ2969'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY NO. 150
 GZ2969'AND STATE HIGHWAY NO. 39 IN CRAB ORCHARD, GO WEST ON U.S. HIGHWAY NO.
 GZ2969'150 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GZ2969'
 GZ2969'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2968 ***********************************************************************
 GZ2968  DESIGNATION -  CRAB ORCHARD MUNICIPAL TANK
 GZ2968  PID         -  GZ2968
 GZ2968  STATE/COUNTY-  KY/LINCOLN
 GZ2968  USGS QUAD   -  CRAB ORCHARD (1952)
 GZ2968
 GZ2968                         *CURRENT SURVEY CONTROL
 GZ2968  ___________________________________________________________________
 GZ2968* NAD 83(1993)-  37 27 44.93582(N)    084 30 56.01366(W)     ADJUSTED  
 GZ2968* NAVD 88     -                                                        
 GZ2968  ___________________________________________________________________
 GZ2968  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 GZ2968  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GZ2968
 GZ2968  HORZ ORDER  -  THIRD
 GZ2968
 GZ2968.The horizontal coordinates were established by classical geodetic methods
 GZ2968.and adjusted by the National Geodetic Survey in December 1995..
 GZ2968
 GZ2968
 GZ2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2968
 GZ2968.The geoid height was determined by GEOID03.
 GZ2968
 GZ2968;                    North         East     Units Scale Factor Converg.
 GZ2968;SPC KY1Z     - 1,126,038.576 1,609,199.820   MT  0.99993088   +0 45 28.4
 GZ2968;SPC KY1Z     - 3,694,344.89  5,279,516.41   sFT  0.99993088   +0 45 28.4
 GZ2968;SPC KY S     -   626,020.343   609,201.756   MT  0.99994790   +0 44 55.1
 GZ2968;SPC KY S     - 2,053,868.41  1,998,689.43   sFT  0.99994790   +0 44 55.1
 GZ2968;UTM  16      - 4,149,077.655   719,727.796   MT  1.00019474   +1 30 42.3
 GZ2968
 GZ2968                          SUPERSEDED SURVEY CONTROL
 GZ2968
 GZ2968  NAD 83(1986)-  37 27 44.94438(N)    084 30 56.02119(W) AD(       ) 4
 GZ2968  NAD 27      -  37 27 44.64600(N)    084 30 56.23000(W) AD(       ) 3
 GZ2968
 GZ2968.Superseded values are not recommended for survey control.
 GZ2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2968.See file dsdata.txt to determine how the superseded data were derived.
 GZ2968
 GZ2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1972849078(NAD 83)
 GZ2968_MARKER: 54 = WATER TOWER
 GZ2968
 GZ2968  HISTORY     - Date     Condition        Report By
 GZ2968  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2968
 GZ2968                          STATION DESCRIPTION
 GZ2968
 GZ2968'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2968'STATION IS LOCATED IN THE WEST SECTION OF CRAB ORCHARD. THE STATION
 GZ2968'IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH WITH A WATER
 GZ2968'TANK ATOP PAINTED GRAY. THE POINT TRAVERSED TO AND OBSERVED ON WAS
 GZ2968'THE CENTER OF THE BASE OF THE WATER TANK.
 GZ2968'
 GZ2968'A TRAVERSED CONNECTION WAS MADE FROM TRIANGULATION STATION CRAB
 GZ2968'ORCHARD AND THE DISTANCE WAS FOUND TO BE 4.724 METERS (15.50
 GZ2968'FEET).
 GZ2968'
 GZ2968'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 150 AND
 GZ2968'STATE HIGHWAY NO. 39 IN CRAB ORCHARD GO WEST ON U.S.  HIGHWAY NO. 150
 GZ2968'FOR 0.3 MILE TO THE STATION ON THE LEFT ON TOP OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3299 ***********************************************************************
 GY3299  DESIGNATION -  CRADLEBOW
 GY3299  PID         -  GY3299
 GY3299  STATE/COUNTY-  KY/CLAY
 GY3299  USGS QUAD   -  ONEIDA (1979)
 GY3299
 GY3299                         *CURRENT SURVEY CONTROL
 GY3299  ___________________________________________________________________
 GY3299* NAD 83(1993)-  37 16 45.67191(N)    083 44 43.20387(W)     ADJUSTED  
 GY3299* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 GY3299  ___________________________________________________________________
 GY3299  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 GY3299  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GY3299
 GY3299  HORZ ORDER  -  SECOND
 GY3299
 GY3299.The horizontal coordinates were established by classical geodetic methods
 GY3299.and adjusted by the National Geodetic Survey in December 1995..
 GY3299
 GY3299.The orthometric height was scaled from a topographic map.
 GY3299
 GY3299.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3299
 GY3299.The geoid height was determined by GEOID03.
 GY3299
 GY3299;                    North         East     Units Scale Factor Converg.
 GY3299;SPC KY1Z     - 1,106,902.338 1,677,762.738   MT  0.99995886   +1 13 50.8
 GY3299;SPC KY1Z     - 3,631,562.09  5,504,459.92   sFT  0.99995886   +1 13 50.8
 GY3299;SPC KY S     -   606,869.531   677,760.758   MT  0.99994586   +1 12 56.7
 GY3299;SPC KY S     - 1,991,037.79  2,223,620.09   sFT  0.99994586   +1 12 56.7
 GY3299;UTM  17      - 4,129,396.193   256,602.443   MT  1.00032983   -1 39 49.2
 GY3299
 GY3299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3299!SPC KY1Z     -   0.99993430  x   0.99995886  =   0.99989316
 GY3299!SPC KY S     -   0.99993430  x   0.99994586  =   0.99988016
 GY3299!UTM  17      -   0.99993430  x   1.00032983  =   1.00026410
 GY3299
 GY3299|---------------------------------------------------------------------|
 GY3299| PID    Reference Object                     Distance      Geod. Az  |
 GY3299|                                                           dddmmss.s |
 GY3299| DB9114 CRADLEBOW RM 1                       21.363 METERS 06607     |
 GY3299| DB9115 CRADLEBOW RM 2                       25.487 METERS 17933     |
 GY3299| GY3309 RADDER                              APPROX.10.7 KM 2280020.4 |
 GY3299|---------------------------------------------------------------------|
 GY3299
 GY3299                          SUPERSEDED SURVEY CONTROL
 GY3299
 GY3299  NAD 83(1986)-  37 16 45.67892(N)    083 44 43.20914(W) AD(       ) 2
 GY3299  NAD 27      -  37 16 45.35500(N)    083 44 43.50200(W) AD(       ) 2
 GY3299
 GY3299.Superseded values are not recommended for survey control.
 GY3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3299.See file dsdata.txt to determine how the superseded data were derived.
 GY3299
 GY3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB5660229396(NAD 83)
 GY3299_MARKER: DS = TRIANGULATION STATION DISK
 GY3299_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3299_SP_SET: PREFABRICATED CONCRETE POST
 GY3299
 GY3299  HISTORY     - Date     Condition        Report By
 GY3299  HISTORY     - 1950     MONUMENTED       CGS
 GY3299
 GY3299                          STATION DESCRIPTION
 GY3299
 GY3299'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3299'STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF MANCHESTER AND ABOUT 5
 GY3299'1/2 MILES WEST OF ONEIDA, NEAR THE HEAD OF CRANE CREEK.  IT IS 21
 GY3299'FEET NORTHEAST OF A 31 INCH OAK TREE, 14 FEET SOUTH OF A 6 INCH OAK
 GY3299'TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE AND 6 FEET SOUTH OF A
 GY3299'WHITE WITNESS POST.  THE MARK IS A CAST IRON PIPE 6 INCHES IN
 GY3299'DIAMETER FILLED WITH CONCRETE WHICH PROJECTS 2 INCHES WITH A
 GY3299'STANDARD TRIANGULATION BRONZE STATION MARK DISK ATOP STAMPED
 GY3299'CRADLEBOW 1950.
 GY3299'
 GY3299'REFERENCE MARK NO. 1.  THE MARK IS A CAST IRON PIPE 4 INCHES IN
 GY3299'DIAMETER FILLED WITH CONCRETE WHICH PROJECTS 4 INCHES WITH A
 GY3299'STANDARD TRIANGULATION BRONZE REFERENCE MARK DISK ATOP STAMPED
 GY3299'CRADLEBOW NO 1 1950.
 GY3299'
 GY3299'REFERENCE MARK NO. 2 IS 3 FEET EAST OF A TWIN OAK TREE.  THE MARK IS
 GY3299'A CAST IRON PIPE 4 INCHES IN DIAMETER FILLED WITH CONCRETE WHICH
 GY3299'PROJECTS 4 INCHES WITH A STANDARD TRIANGULATION BRONZE REFERENCE MARK
 GY3299'DISK ATOP STAMPED CRADLEBOW NO 2 1950.
 GY3299'
 GY3299'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3299'
 GY3299'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 80 AND
 GY3299'NO. 11 AND U.S. HIGHWAY NO. 421 IN MANCHESTER, GO NORTH ON U.S.
 GY3299'HIGHWAY NO. 421 AND STATE HIGHWAY NO. 11 FOR 7.0 MILES TO THE
 GY3299'JUNCTION OF THESE TWO HIGHWAYS, TURN RIGHT ON STATE HIGHWAY NO. 11
 GY3299'AND GO 10.7 MILES TO A GRAVEL T-ROAD LEFT, THIS IS IN THE WEST EDGE
 GY3299'OF ONEIDA, TURN LEFT ON GRAVEL ROAD AND GO 1.9 MILES TO A T-ROAD
 GY3299'LEFT, THIS IS JUST BEFORE REACHING A BRIDGE, TURN LEFT AND GO 1.4
 GY3299'MILE TO A ROAD FORK, CONTINUE STRAIGHT AHEAD UP CREEK BED FOR 3.1
 GY3299'MILES TO A ROAD FORK, TURN LEFT AND GO 0.45 MILE TO A T-ROAD
 GY3299'RIGHT, TURN RIGHT AND GO 0.4 MILE TO MR. POLES STORE, HERE GO LEFT
 GY3299'AROUND STORE AND UP HOLLOW FOR 0.2 MILE TO WHERE DIM ROAD FORKS,
 GY3299'TAKE THE LEFT ROAD AND CONTINUE UP HOLLOW FOR 0.3 MILE TO END OF
 GY3299'TRUCK TRAVEL, HERE PACK UP STEEP HILL TO THE TOP OF HILL AND THE
 GY3299'STATION AS DESCRIBED. (30 MINUTE PACK)
 GY3299'
 GY3299'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1543 ***********************************************************************
 HA1543  DESIGNATION -  CRAFTON
 HA1543  PID         -  HA1543
 HA1543  STATE/COUNTY-  KY/HENDERSON
 HA1543  USGS QUAD   -  DELAWARE (1953)
 HA1543
 HA1543                         *CURRENT SURVEY CONTROL
 HA1543  ___________________________________________________________________
 HA1543* NAD 83(1993)-  37 44 56.21011(N)    087 25 03.76967(W)     ADJUSTED  
 HA1543* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 HA1543  ___________________________________________________________________
 HA1543  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 HA1543  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HA1543
 HA1543  HORZ ORDER  -  FIRST
 HA1543
 HA1543.The horizontal coordinates were established by classical geodetic methods
 HA1543.and adjusted by the National Geodetic Survey in December 1995..
 HA1543
 HA1543.The orthometric height was scaled from a topographic map.
 HA1543
 HA1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1543
 HA1543.The geoid height was determined by GEOID03.
 HA1543
 HA1543;                    North         East     Units Scale Factor Converg.
 HA1543;SPC KY1Z     - 1,158,421.304 1,353,044.075   MT  0.99990741   -1 01 26.1
 HA1543;SPC KY1Z     - 3,800,587.23  4,439,112.10   sFT  0.99990741   -1 01 26.1
 HA1543;SPC KY S     -   658,397.216   353,034.459   MT  0.99997154   -1 00 41.1
 HA1543;SPC KY S     - 2,160,091.53  1,158,247.22   sFT  0.99997154   -1 00 41.1
 HA1543;UTM  16      - 4,178,042.914   463,201.090   MT  0.99961668   -0 15 20.6
 HA1543
 HA1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1543!SPC KY1Z     -   0.99997924  x   0.99990741  =   0.99988665
 HA1543!SPC KY S     -   0.99997924  x   0.99997154  =   0.99995078
 HA1543!UTM  16      -   0.99997924  x   0.99961668  =   0.99959592
 HA1543
 HA1543:                Primary Azimuth Mark                     Grid Az
 HA1543:SPC KY1Z     -  CRAFTON AZ MK                            092 16 40.4
 HA1543:SPC KY S     -  CRAFTON AZ MK                            092 15 55.4
 HA1543:UTM  16      -  CRAFTON AZ MK                            091 30 34.9
 HA1543
 HA1543|---------------------------------------------------------------------|
 HA1543| PID    Reference Object                     Distance      Geod. Az  |
 HA1543|                                                           dddmmss.s |
 HA1543| CG8410 CRAFTON AZ MK                                      0911514.3 |
 HA1543| CG8411 CRAFTON RM 1                         86.435 METERS 13302     |
 HA1543| CG8412 CRAFTON RM 2                        103.391 METERS 21436     |
 HA1543| HA1700 CAIRO                               APPROX.21.0 KM 2610518.7 |
 HA1543| HA1676 HENDERSON NICHOLSON MILLS TANK      APPROX.16.9 KM 2993130.7 |
 HA1543| HA1677 HENDERSON POWER PLT BRICK STK       APPROX.18.3 KM 3044734.0 |
 HA1543| HA1672 HENDERSON BLACK STANDPIPE           APPROX.18.6 KM 3091244.2 |
 HA1543|---------------------------------------------------------------------|
 HA1543
 HA1543                          SUPERSEDED SURVEY CONTROL
 HA1543
 HA1543  NAD 83(1986)-  37 44 56.21780(N)    087 25 03.77184(W) AD(       ) 1
 HA1543  NAD 27      -  37 44 56.05800(N)    087 25 03.75600(W) AD(       ) 1
 HA1543
 HA1543.Superseded values are not recommended for survey control.
 HA1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1543.See file dsdata.txt to determine how the superseded data were derived.
 HA1543
 HA1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG6320178043(NAD 83)
 HA1543_MARKER: DS = TRIANGULATION STATION DISK
 HA1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1543
 HA1543  HISTORY     - Date     Condition        Report By
 HA1543  HISTORY     - 1934     MONUMENTED       CGS
 HA1543  HISTORY     - 1950     GOOD             CGS
 HA1543  HISTORY     - 1980     GOOD             LOCENG
 HA1543
 HA1543                          STATION DESCRIPTION
 HA1543
 HA1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1543'STATION IS ABOUT 11 MILES EAST-SOUTHEAST OF HENDERSON AND 3 MILES
 HA1543'SOUTHWEST OF HEBBARDSVILLE KY., ON PROPERTY BELONGING TO MR. C.M.
 HA1543'CRAFTON.
 HA1543'
 HA1543'TO REACH FROM HEBBARDSVILLE, KY. GO SOUTH ON ROAD FROM PRIESTS GARAGE
 HA1543'FOR 0.9 MILE, TURN LEFT AND GO 0.25 MILE, TURN RIGHT FOR 2.3
 HA1543'MILES TO A T-ROAD INTERSECTION, TAKE RIGHT FORK FOR 0.2 MILE, TURN
 HA1543'LEFT FOR 180 YARDS TO A POINT ON ROAD ABOUT 260 FEET SOUTH OF
 HA1543'HIGHEST POINT OF CULTIVATED FIELD ON RIGHT, AND STATION.  THE STATION
 HA1543'IS ABOUT 250 FEET NORTH OF THE CENTER LINE OF ROAD, 440 FEET
 HA1543'NORTHEAST OF SQUARE BARN, AND 12 INCHES BELOW THE SURFACE OF GROUND.
 HA1543'
 HA1543'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HA1543'DISKS SET IN CONCRETE.
 HA1543'
 HA1543'REFERENCE MARK NO.1 IS SOUTH-SOUTHEAST OF STATION ALONG EAST-WEST
 HA1543'FENCE LINE, 18 FEET NORTH OF THE CENTER LINE OF ROAD, 60 YARDS WEST
 HA1543'OF GATE INTO FIELD.
 HA1543'
 HA1543'REFERENCE MARK NO.2 IS SOUTHWEST OF STATION ALONG EAST-WEST FENCE
 HA1543'LINE, 18 FEET NORTH OF THE CENTER LINE OF ROAD AND 33 YARDS
 HA1543'EAST-NORTHEAST OF SQUARE BARN.
 HA1543'
 HA1543'AZIMUTH MARK IS EAST-SOUTHEAST OF STATION, AT T-ROAD INTERSECTION AND
 HA1543'IN THE NORTHWEST CORNER THEREOF, 9 YARDS WEST OF NORTH-SOUTH ROAD
 HA1543'AND 14 YARDS NORTH OF EAST-WEST ROAD.
 HA1543'
 HA1543'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 HA1543'
 HA1543'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 HA1543
 HA1543                          STATION RECOVERY (1950)
 HA1543
 HA1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1543'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HA1543'GOOD CONDITION.
 HA1543'
 HA1543'DISTANCES TO ALL MARKS WERE CHECKED.  DIRECTION TO THE AZIMUTH MARK
 HA1543'FAILED TO CHECK AS NOTED BELOW.  SURFACE, UNDERGROUND, REFERENCE MARKS
 HA1543'AND AZIMUTH MARK ARE DESCRIBED.  A NEW DESCRIPTION FOLLOWS.
 HA1543'
 HA1543'STATION IS LOCATED ABOUT 17 MILES WEST OF OWENSBORO AND 11 MILES
 HA1543'SOUTHEAST OF HENDERSON ON THE PROPERTY OF MR. C.M. CRAFTON.  IT
 HA1543'IS 250 FEET NORTH OF CENTER OF A GRAVEL ROAD AND 86 FEET NORTHWEST OF
 HA1543'A WHITE WITNESS POST.  THE MARK IS ABOUT 8 INCHES BELOW THE
 HA1543'SURFACE OF THE GROUND AND THE DISK IS STAMPED---CRAFTON 1934---.
 HA1543'
 HA1543'REFERENCE MARK NO.1 IS 283.58 FEET SOUTHEAST OF STATION, 18 FEET
 HA1543'NORTH OF CENTER OF GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE LINE
 HA1543'AND WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 12 INCHES AND THE
 HA1543'DISK IS STAMPED---CRAFTON NO 1 1934---.
 HA1543'
 HA1543'REFERENCE MARK NO.2 IS 339.21 FEET SOUTHWEST OF STATION, 100 FEET
 HA1543'NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 24 FEET WEST OF A
 HA1543'POWER POLE, 18 FEET NORTH OF CENTER OF GRAVEL ROAD AND 1 FOOT NORTH
 HA1543'OF A FENCE LINE.  THE MARK PROJECTS ABOUT 12 INCHES AND THE DISK IS
 HA1543'STAMPED---CRAFTON NO 2 1934---.
 HA1543'
 HA1543'AZIMUTH MARK IS 54 FEET NORTHWEST OF THE INTERSECTION OF TWO GRAVEL
 HA1543'ROADS AND 1 FOOT NORTH OF A WHITE WITNESS POST AND FENCE LINE.  THE
 HA1543'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS A STANDARD REFERENCE
 HA1543'MARK DISK STAMPED---AZI CRAFTON 1934---.
 HA1543'
 HA1543'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 54 AND MAIN CROSS
 HA1543'ROAD IN THE VILLAGE OF HEBBARDSVILLE, GO SOUTH AND WEST ON GRAVEL
 HA1543'ROAD FOR 0.9 MILE TO A ROAD FORK, TURN LEFT AND GO 0.25 MILE TO A T
 HA1543'ROAD JUNCTION, TURN RIGHT AND GO 2.3 MILES TO ANOTHER T ROAD
 HA1543'JUNCTION, TURN RIGHT AND GO WEST AND NORTH FOR 0.2 MILE TO A T ROAD
 HA1543'LEFT AND AZIMUTH MARK AS DESCRIBED, TURN LEFT AND GO SOUTH AND
 HA1543'WEST FOR 0.15 MILE TO REFERENCE MARK NO.1 AND STATION ON RIGHT AS
 HA1543'DESCRIBED.
 HA1543'
 HA1543'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA1543
 HA1543                          STATION RECOVERY (1980)
 HA1543
 HA1543'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WSH)
 HA1543'STATION MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2414 ***********************************************************************
 HY2414  DESIGNATION -  CRAWFORD
 HY2414  PID         -  HY2414
 HY2414  STATE/COUNTY-  KY/LEWIS
 HY2414  USGS QUAD   -  BURTONVILLE (1978)
 HY2414
 HY2414                         *CURRENT SURVEY CONTROL
 HY2414  ___________________________________________________________________
 HY2414* NAD 83(1993)-  38 27 37.28134(N)    083 31 27.95454(W)     ADJUSTED  
 HY2414* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 HY2414  ___________________________________________________________________
 HY2414  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 HY2414  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY2414
 HY2414  HORZ ORDER  -  THIRD
 HY2414
 HY2414.The horizontal coordinates were established by classical geodetic methods
 HY2414.and adjusted by the National Geodetic Survey in December 1995..
 HY2414
 HY2414.The orthometric height was scaled from a topographic map.
 HY2414
 HY2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2414
 HY2414.The geoid height was determined by GEOID03.
 HY2414
 HY2414;                    North         East     Units Scale Factor Converg.
 HY2414;SPC KY1Z     - 1,238,383.116 1,694,222.030   MT  0.99995679   +1 21 59.1
 HY2414;SPC KY1Z     - 4,062,928.61  5,558,460.11   sFT  0.99995679   +1 21 59.1
 HY2414;SPC KY N     -   106,846.215   563,324.941   MT  0.99996209   +0 27 04.9
 HY2414;SPC KY N     -   350,544.62  1,848,175.24   sFT  0.99996209   +0 27 04.9
 HY2414;UTM  17      - 4,259,913.590   279,738.023   MT  1.00019750   -1 34 14.7
 HY2414
 HY2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2414!SPC KY1Z     -   0.99995010  x   0.99995679  =   0.99990689
 HY2414!SPC KY N     -   0.99995010  x   0.99996209  =   0.99991219
 HY2414!UTM  17      -   0.99995010  x   1.00019750  =   1.00014759
 HY2414
 HY2414:                Primary Azimuth Mark                     Grid Az
 HY2414:SPC KY1Z     -  CRAWFORD AZ MK                           053 59 27.3
 HY2414:SPC KY N     -  CRAWFORD AZ MK                           054 54 21.5
 HY2414:UTM  17      -  CRAWFORD AZ MK                           056 55 41.1
 HY2414
 HY2414|---------------------------------------------------------------------|
 HY2414| PID    Reference Object                     Distance      Geod. Az  |
 HY2414|                                                           dddmmss.s |
 HY2414| DB9116 CRAWFORD AZ MK                                     0552126.4 |
 HY2414| DB9117 CRAWFORD RM 1                         8.458 METERS 11735     |
 HY2414| DB9118 CRAWFORD RM 2                         9.010 METERS 30322     |
 HY2414|---------------------------------------------------------------------|
 HY2414
 HY2414                          SUPERSEDED SURVEY CONTROL
 HY2414
 HY2414  NAD 83(1986)-  38 27 37.28810(N)    083 31 27.96071(W) AD(       ) 3
 HY2414  NAD 27      -  38 27 37.01100(N)    083 31 28.27800(W) AD(       ) 3
 HY2414
 HY2414.Superseded values are not recommended for survey control.
 HY2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2414.See file dsdata.txt to determine how the superseded data were derived.
 HY2414
 HY2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC7973859914(NAD 83)
 HY2414_MARKER: DS = TRIANGULATION STATION DISK
 HY2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2414
 HY2414  HISTORY     - Date     Condition        Report By
 HY2414  HISTORY     - 1953     MONUMENTED       CGS
 HY2414
 HY2414                          STATION DESCRIPTION
 HY2414
 HY2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2414'STATION IS LOCATED ON THE PROPERTY OF H.C. MEADOWS ALONG THE
 HY2414'SOUTHWEST SIDE OF STATE HIGHWAY 24 ABOUT 11 MILES EAST OF
 HY2414'FLEMINGSBURG AND ABOUT 2-1/2 MILES NORTHWEST OF PETERSVILLE.  IT IS
 HY2414'107 FEET EAST OF THE NORTHEAST CORNER OF MR. MEADOWS BARN, 56 FEET
 HY2414'SOUTH OF A 36 INCH OAK TREE, 25 FEET SOUTHWEST OF THE CENTER OF THE
 HY2414'HIGHWAY, 3 FEET SOUTH OF A WHITE WITNESS POST AND 3 FEET SOUTHWEST
 HY2414'OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HY2414'STAMPED CRAWFORD 1953.
 HY2414'
 HY2414'REFERENCE MARK NO.1 IS 20 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY
 HY2414'AND 1 FOOT SOUTHWEST OF THE FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 HY2414'AND THE DISK IS STAMPED CRAWFORD NO 1 1953.
 HY2414'
 HY2414'REFERENCE MARK NO.2 IS IN THE FENCE LINE 20 FEET SOUTHWEST OF THE
 HY2414'CENTER OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 HY2414'IS STAMPED CRAWFORD NO 2 1953.
 HY2414'
 HY2414'AZIMUTH MARK IS 12 FEET SOUTH OF THE CENTER OF A GRAVEL FARM ROAD, 1
 HY2414'FOOT NORTHWEST OF A FENCE CORNER AND 1 FOOT NORTHWEST OF A WHITE
 HY2414'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HY2414'STAMPED CRAWFORD 1953.
 HY2414'
 HY2414'TO REACH THE STATION FROM THE COURTHOUSE IN FLEMINGSBURG, GO
 HY2414'NORTHEAST ON STATE HIGHWAY 57 FOR 7.9 MILES TO THE JUNCTION OF STATE
 HY2414'HIGHWAY 24. TURN RIGHT AND GO EAST AND SOUTHEAST ON HIGHWAY 24 FOR
 HY2414'6.55 MILES TO MR. MEADOWS FARM BUILDINGS ON THE RIGHT AND THE
 HY2414'STATION ON THE RIGHT AS DESCRIBED.
 HY2414'
 HY2414'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON A GRAVEL
 HY2414'FARM ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 HY2414'
 HY2414'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1462 ***********************************************************************
 GZ1462  DESIGNATION -  CRAY
 GZ1462  PID         -  GZ1462
 GZ1462  STATE/COUNTY-  KY/ADAIR
 GZ1462  USGS QUAD   -  MONTPELIER (1976)
 GZ1462
 GZ1462                         *CURRENT SURVEY CONTROL
 GZ1462  ___________________________________________________________________
 GZ1462* NAD 83(1993)-  37 04 51.65972(N)    085 11 58.63394(W)     ADJUSTED  
 GZ1462* NAVD 88     -       295.818  (meters)     970.53   (feet)  ADJUSTED  
 GZ1462  ___________________________________________________________________
 GZ1462  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 GZ1462  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GZ1462  DYNAMIC HT  -         295.580 (meters)     969.75  (feet)  COMP
 GZ1462  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 GZ1462
 GZ1462  HORZ ORDER  -  SECOND
 GZ1462  VERT ORDER  -  FIRST     CLASS I
 GZ1462
 GZ1462.The horizontal coordinates were established by classical geodetic methods
 GZ1462.and adjusted by the National Geodetic Survey in December 1995..
 GZ1462
 GZ1462.The orthometric height was determined by differential leveling
 GZ1462.and adjusted by the National Geodetic Survey in June 1991..
 GZ1462
 GZ1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1462
 GZ1462.The geoid height was determined by GEOID03.
 GZ1462
 GZ1462.The dynamic height is computed by dividing the NAVD 88
 GZ1462.geopotential number by the normal gravity value computed on the
 GZ1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1462.degrees latitude (g = 980.6199 gals.).
 GZ1462
 GZ1462.The modeled gravity was interpolated from observed gravity values.
 GZ1462
 GZ1462;                    North         East     Units Scale Factor Converg.
 GZ1462;SPC KY1Z     - 1,083,126.147 1,548,937.913   MT  1.00000056   +0 20 16.5
 GZ1462;SPC KY1Z     - 3,553,556.37  5,081,807.14   sFT  1.00000056   +0 20 16.5
 GZ1462;SPC KY S     -   583,115.556   548,935.696   MT  0.99995511   +0 20 01.6
 GZ1462;SPC KY S     - 1,913,104.95  1,800,966.53   sFT  0.99995511   +0 20 01.6
 GZ1462;UTM  16      - 4,105,376.097   660,027.822   MT  0.99991548   +1 05 08.7
 GZ1462
 GZ1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1462!SPC KY1Z     -   0.99995851  x   1.00000056  =   0.99995907
 GZ1462!SPC KY S     -   0.99995851  x   0.99995511  =   0.99991362
 GZ1462!UTM  16      -   0.99995851  x   0.99991548  =   0.99987399
 GZ1462
 GZ1462:                Primary Azimuth Mark                     Grid Az
 GZ1462:SPC KY1Z     -  RUSSELL SPRINGS MUNICIPAL TANK           104 35 21.2
 GZ1462:SPC KY S     -  RUSSELL SPRINGS MUNICIPAL TANK           104 35 36.1
 GZ1462:UTM  16      -  RUSSELL SPRINGS MUNICIPAL TANK           103 50 29.0
 GZ1462
 GZ1462|---------------------------------------------------------------------|
 GZ1462| PID    Reference Object                     Distance      Geod. Az  |
 GZ1462|                                                           dddmmss.s |
 GZ1462| GZ2713 RUSSELL SPRINGS MUNICIPAL TANK      APPROX.10.5 KM 1045537.7 |
 GZ1462| GZ1461 CRAY RM 3                            25.710 METERS 12343     |
 GZ1462| GZ1463 CRAY RM 1                            25.219 METERS 12441     |
 GZ1462| GZ1465 CRAY AZ MK                                         1810551.4 |
 GZ1462| GZ1466 CRAY RM 4                            29.778 METERS 20858     |
 GZ1462| GZ1464 CRAY RM 2                            29.803 METERS 20900     |
 GZ1462| GZ2717 COLUMBIA ADAIR CO CTHSE TOWER       APPROX. 9.8 KM 2842245.9 |
 GZ1462| GZ2718 COLUMBIA MUNICIPAL WATER TANK       APPROX. 9.0 KM 2843307.6 |
 GZ1462| GZ2719 COLUMBIA RADIO STA WAIN MAST        APPROX. 7.6 KM 2924443.3 |
 GZ1462|---------------------------------------------------------------------|
 GZ1462
 GZ1462                          SUPERSEDED SURVEY CONTROL
 GZ1462
 GZ1462  NAD 83(1986)-  37 04 51.66892(N)    085 11 58.64200(W) AD(       ) 2
 GZ1462  NAD 27      -  37 04 51.43000(N)    085 11 58.79200(W) AD(       ) 2
 GZ1462  NGVD 29 (??/??/92)  295.965  (m)          971.01   (f) ADJ UNCH    1 1
 GZ1462
 GZ1462.Superseded values are not recommended for survey control.
 GZ1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1462.See file dsdata.txt to determine how the superseded data were derived.
 GZ1462
 GZ1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG6002805376(NAD 83)
 GZ1462_MARKER: DS = TRIANGULATION STATION DISK
 GZ1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1462_STAMPING: CRAY 1951 971.012
 GZ1462_MARK LOGO: CGS   
 GZ1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1462+STABILITY: SURFACE MOTION
 GZ1462
 GZ1462  HISTORY     - Date     Condition        Report By
 GZ1462  HISTORY     - 1951     MONUMENTED       CGS
 GZ1462  HISTORY     - 1958     GOOD             CGS
 GZ1462  HISTORY     - 1968     GOOD             CGS
 GZ1462  HISTORY     - 1968     GOOD             CGS
 GZ1462  HISTORY     - 1969     GOOD             CGS
 GZ1462  HISTORY     - 20050823 MARK NOT FOUND   KYTC
 GZ1462
 GZ1462                          STATION DESCRIPTION
 GZ1462
 GZ1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ1462'STATION IS LOCATED ABOUT 7 MILES WEST OF RUSSELL SPRINGS AND ABOUT 7
 GZ1462'MILES EAST OF COLUMBIA ALONG THE NORTH SIDE OF STATE HIGHWAY NO.
 GZ1462'80. IT IS 116 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 GZ1462'BUILDING, 38 FEET NORTH OF THE CENTER OF HIGHWAY AND 8 FEET
 GZ1462'SOUTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE
 GZ1462'DISK IS STAMPED---CRAY 1951.
 GZ1462'
 GZ1462'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE CENTER OF HIGHWAY AND 2
 GZ1462'FEET NORTH OF AN EAST-WEST FENCELINE. THE MARK PROJECTS 4 INCHES
 GZ1462'AND THE DISK IS STAMPED---CRAY NO 1 1951.
 GZ1462'
 GZ1462'REFERENCE MARK NO. 2 IS 26 FEET SOUTH OF THE CENTER OF HIGHWAY AND
 GZ1462'24.5 FEET WEST OF A TELEPHONE POLE. THE MARK PROJECTS 4 INCHES AND
 GZ1462'THE DISK IS STAMPED---CRAY NO 2 1951.
 GZ1462'
 GZ1462'AZIMUTH MARK IS 54.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GZ1462'FRAME HOUSE, 7 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 1 FOOT
 GZ1462'WEST OF A WHITE WITNESS POST AND A POWERLINE POLE. THE MARK PROJECTS
 GZ1462'12 INCHES AND THE DISK IS STAMPED---CRAY 1951.
 GZ1462'
 GZ1462'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN COLUMBIA, GO EAST ON
 GZ1462'STATE HIGHWAY NO. 80 FOR 6.6 MILES TO A DIM GRAVEL ROAD RIGHT AND
 GZ1462'THE STATION ON THE LEFT AS DESCRIBED, TURN RIGHT ON GRAVEL ROAD AND
 GZ1462'GO 0.3 MILE TO A T-ROAD INTERSECTION, TURN LEFT AND GO 0.05 MILE TO
 GZ1462'THE AZIMUTH MARK ON THE RIGHT.
 GZ1462'
 GZ1462'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GZ1462
 GZ1462                          STATION RECOVERY (1958)
 GZ1462
 GZ1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 GZ1462'TRIANGULATION DESCRIPTION WAS NOT AVAILABLE AT THIS TIME. ALL MARKS
 GZ1462'WERE RECOVERED IN GOOD CONDITION AND THE ELEVATION WAS STAMPED ON
 GZ1462'ALL MARKS. REFERENCE MARK NO. 2 IS AN AZIMUTH MARK DISK.
 GZ1462
 GZ1462                          STATION RECOVERY (1968)
 GZ1462
 GZ1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 GZ1462'THE STATION MARK, STAMPED---CRAY 1951 971.012, IS ABOUT 0.6 MILE
 GZ1462'SOUTHEAST ALONG JAMESTOWN STREET WHICH IS STATE HIGHWAYS 55 AND
 GZ1462'80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA, THENCE 5.8 MILES
 GZ1462'EAST ALONG STATE HIGHWAY 80, OR ABOUT 6.65 MILES WEST ALONG STATE
 GZ1462'HIGHWAY 80 FROM THE RUSSELL SPRINGS ELEMENTARY SCHOOL AT RUSSELL
 GZ1462'SPRINGS, AT A JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD, 39
 GZ1462'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 116 FEET WEST OF THE
 GZ1462'SOUTHWEST CORNER OF ROYS GROCERY STORE AND A TEXACO SERVICE STATION,
 GZ1462'8 FEET EAST OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 6 FEET WEST
 GZ1462'OF A POWER POLE WHICH BEARS A TRANSFORMER, 1.2 FEET NORTH OF
 GZ1462'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 GZ1462'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 GZ1462'INCHES.
 GZ1462'
 GZ1462'R.M.1, STAMPED CRAY NO 1 1951, WAS FOUND DESTROYED.  THE CONCRETE
 GZ1462'POST WAS FOUND TO BE BROKEN OFF ABOUT 6 INCHES BELOW THE SURFACE OF
 GZ1462'THE GROUND, AND THE DISK WAS RECOVERED.
 GZ1462'
 GZ1462'R.M. 2 WAS FOUND DESTROYED.  THE CONCRETE POST WAS FOUND AT THE
 GZ1462'DESCRIBED LOCATION OF THIS MARK, BEARING THE SHANK OF THE DISK,
 GZ1462'EVIDENTLY THE MARK HAS BEEN DESTROYED.
 GZ1462'
 GZ1462'R.M. 3, STAMPED CRAY 1951 NO 3 1968, IS 84.35 FEET SOUTHEAST AND
 GZ1462'ACROSS THE HIGHWAY FROM THE STATION MARK, 44 FEET EAST OF THE
 GZ1462'CENTER OF A JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD, 28 FEET
 GZ1462'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 103 FEET SOUTHWEST AND
 GZ1462'ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF ROYS GROCERY STORE
 GZ1462'AND A TEXACO SERVICE STATION, 1 FOOT NORTH OF A FENCE, 123.66
 GZ1462'FEET EAST OF CRAY R.M. 4, 1.2 FEET EAST OF A METAL WITNESS POST,
 GZ1462'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 GZ1462'A CONCRETE POST WHICH PROJECTS 2 INCHES.
 GZ1462'
 GZ1462'R.M. 4, STAMPED CRAY 1951 NO 4 1968, IS 97.69 FEET SOUTHWEST AND
 GZ1462'ACROSS THE HIGHWAY FROM THE STATION MARK, 26 FEET SOUTH OF THE
 GZ1462'CENTERLINE OF THE HIGHWAY, 29 FEET NORTHWEST OF THE CENTERLINE OF A
 GZ1462'GRAVELED ROAD, 24-1/2 FEET WEST OF TELEPHONE POLE NUMBER 885, 8
 GZ1462'FEET NORTH OF THE NORTH EDGE OF A STAND OF TIMBER, 123.66 FEET WEST
 GZ1462'OF CRAY R.M. 3, 1.2 FEET EAST OF A METAL WITNESS POST, AND SET IN THE
 GZ1462'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 GZ1462'
 GZ1462'THE AZIMUTH MARK, STAMPED CRAY 1951 952.564, IS 0.3 MILE SOUTH OF THE
 GZ1462'STATION MARK, 0.2 MILE SOUTH CROSS-COUNTRY FROM THE ABANDONED
 GZ1462'CALHOUN SCHOOL BUILDING, 8 FEET SOUTH OF THE CENTERLINE OF A TRAIL
 GZ1462'ROAD, 50 FEET NORTHWEST OF THE NORTHWEST CORNER OF A PORCH ON A
 GZ1462'FRAME HOUSE, 1 FOOT NORTHWEST OF POWER POLE NUMBER 4 WHICH BEARS A
 GZ1462'TRANSFORMER, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP
 GZ1462'OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 GZ1462'
 GZ1462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.4 MILES EAST.
 GZ1462
 GZ1462                          STATION RECOVERY (1968)
 GZ1462
 GZ1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 GZ1462'6.4 MI E FROM COLUMBIA.
 GZ1462'ABOUT 0.6 MILE SOUTHEAST ALONG JAMESTOWN STREET WHICH IS STATE
 GZ1462'HIGHWAYS 55 AND 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA,
 GZ1462'THENCE 5.8 MILES EAST ALONG STATE HIGHWAY 80, OR ABOUT 6.65
 GZ1462'MILES WEST ALONG STATE HIGHWAY 80 FROM THE RUSSELL SPRINGS
 GZ1462'ELEMENTARY SCHOOL AT RUSSELL SPRINGS, AT A JUNCTION OF THE HIGHWAY
 GZ1462'AND A GRAVELED ROAD, 39 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GZ1462'116 FEET WEST OF THE SOUTHWEST CORNER OF ROYS GROCERY STORE AND
 GZ1462'A TEXACO SERVICE STATION, 8 FEET EAST OF THE CENTERLINE OF A
 GZ1462'PRIVATE DRIVEWAY, 6 FEET WEST OF A POWER POLE WHICH BEARS A
 GZ1462'TRANSFORMER, 97.69 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM
 GZ1462'CARY R.M. 4, 84.35 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM
 GZ1462'CRAY R.M. 3, 0.3 MILE NORTH OF CRAY (AZI), 1.2 FEET NORTH OF A
 GZ1462'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 GZ1462'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 GZ1462
 GZ1462                          STATION RECOVERY (1969)
 GZ1462
 GZ1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GZ1462'THE STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN GOOD
 GZ1462'CONDITION.  THE TWO NEW REFERENCE MARKS NO. 3 AND NO. 4 ESTABLISHED
 GZ1462'BY G. R. SCHAEFER IN 1968 WERE ALSO RECOVERED.  THE STATION WAS
 GZ1462'OCCUPIED THIS DATE AND THE HORIZONTAL ANGLES BETWEEN THE AZIMUTH
 GZ1462'MARK AND THE REFERENCE MARKS OBSERVED, AND THE HORIZONTAL DISTANCE
 GZ1462'MEASUREMENTS BETWEEN THE STATION AND THE REFERENCE MARKS AND
 GZ1462'BETWEEN THE REFERENCE MARKS WERE CHECKED AND VERIFIED.
 GZ1462'
 GZ1462'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GZ1462'
 GZ1462'THE STATION IS LOCATED ABOUT 7 MILES WEST OF RUSSELL SPRINGS, 7 MILES
 GZ1462'EAST OF COLUMBIA, AND ALONG THE NORTH RIGHT-OF-WAY OF STATE ROUTE
 GZ1462'80 ON THE PROPERTY OF LEWIS BRYANT.
 GZ1462'
 GZ1462'TO REACH THE STATION FROM THE ELEMENTARY SCHOOL IN RUSSELL SPRINGS,
 GZ1462'GO WEST ON STATE ROUTE 80 FOR 6.65 MILES TO ROYS GROCERY AND TEXACO
 GZ1462'SERVICE ON THE RIGHT, A GRAVELED T ROAD ON THE LEFT AND THE STATION
 GZ1462'ON THE RIGHT AS DESCRIBED.
 GZ1462'
 GZ1462'THE STATION IS 116 FEET WEST OF THE SOUTHWEST CORNER OF ROYS GROCERY
 GZ1462'39 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 80, 8 FEET
 GZ1462'EAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 6 FEET WEST
 GZ1462'OF A GUYED POWERLINE TRANSFORMER POLE, AND 1.2 FEET NORTH OF A
 GZ1462'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GZ1462'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 GZ1462'AND THE DISK IS STAMPED CRAY 1951 971.012.
 GZ1462'
 GZ1462'REFERENCE MARK NO. 3 IS 103 FEET SOUTHWEST AND ACROSS THE HIGHWAY
 GZ1462'FROM ROYS CROCERY, 44 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GZ1462'INTERSECTION OF STATE ROUTE 80 AND A GRAVELED T ROAD SOUTHWEST, 28
 GZ1462'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 80, 1.2 FEET
 GZ1462'EAST OF A METAL WITNESS POST AND SIGN, AND 1.0 FOOT NORTH OF A
 GZ1462'FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GZ1462'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 GZ1462'STAMPED CRAY 1951 NO 3 1968.
 GZ1462'
 GZ1462'REFERENCE MARK NO. 4 IS 29 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 GZ1462'CENTER OF THE GRAVELED ROAD, 26 FEET SOUTH OF THE APPROXIMATE CENTER
 GZ1462'OF STATE ROUTE 80, 24.5 FEET WEST OF TELEPHONE POLE NO. 885, 8 FEET
 GZ1462'NORTH OF THE NORTH EDGE OF A WOODS, AND 1.2 FEET EAST OF A METAL
 GZ1462'WITNESS POST AND SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 GZ1462'HOLE IN THE TOP OF THE ORIGINAL CONCRETE MONUMENT FOR R.M. NO. 2
 GZ1462'WHICH PROJECTS 2 INCHES AND THE DISK IS STAMPED CRAY 1951 NO 4
 GZ1462'1968.
 GZ1462'
 GZ1462'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GZ1462'REFERENCE MARK NO. 4 IS 123.66 FEET - (37.692) METERS.
 GZ1462'
 GZ1462'THE AZIMUTH MARK IS 51.5 FEET WEST OF A 16-INCH BLACK MAPLE TREE,
 GZ1462'50 FEET NORTHWEST OF THE NORTHWEST CORNER OF A PORCH ON A WHITE
 GZ1462'FRAME HOUSE, 23 FEET EAST OF A 16-INCH BLACK MAPLE TREE, 1.0 FOOT
 GZ1462'NORTHWEST OF A GUYED POWERLINE TRANSFORMER POLE, AND 1.0 FOOT
 GZ1462'WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 GZ1462'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5
 GZ1462'INCHES AND IS PAINTED WHITE, AND THE DISK IS STAMPED CRAY 1951
 GZ1462'952.564.
 GZ1462'
 GZ1462'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHWESTERLY
 GZ1462'ON THE GRAVELED T ROAD FOR 0.25 OF A MILE TO WHERE THE MAIN ROAD
 GZ1462'BEARS RIGHT AND A GRAVELED DRIVEWAY LEADS SHARP LEFT.  HERE TURN LEFT
 GZ1462'ON THIS GRAVELED DRIVE AND GO EASTERLY FOR 0.1 OF A MILE TO WHERE
 GZ1462'THE DRIVE ENDS AT A WHITE FRAME HOUSE ON THE RIGHT AND THE MARK
 GZ1462'ON THE RIGHT AS DESCRIBED.
 GZ1462'
 GZ1462'ALL MARKS AT THIS STATION ARE BENCH MARKS LEVELED THROUGH IN 1968 BY
 GZ1462'G. R. SCHAEFER AND BENCH MARK RECOVERIES AND DESCRIPTIONS WRITTEN.
 GZ1462'
 GZ1462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES WEST
 GZ1462'OF RUSSELL SPRINGS.
 GZ1462
 GZ1462                          STATION RECOVERY (2005)
 GZ1462
 GZ1462'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1465 ***********************************************************************
 GZ1465  DESIGNATION -  CRAY AZ MK
 GZ1465  PID         -  GZ1465
 GZ1465  STATE/COUNTY-  KY/ADAIR
 GZ1465  USGS QUAD   -  MONTPELIER (1976)
 GZ1465
 GZ1465                         *CURRENT SURVEY CONTROL
 GZ1465  ___________________________________________________________________
 GZ1465* NAD 83(1986)-  37 04 39.     (N)    085 11 59.     (W)     SCALED    
 GZ1465* NAVD 88     -       290.195  (meters)     952.08   (feet)  ADJUSTED  
 GZ1465  ___________________________________________________________________
 GZ1465  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GZ1465  DYNAMIC HT  -         289.961 (meters)     951.31  (feet)  COMP
 GZ1465  MODELED GRAV-     979,818.1   (mgal)                       NAVD 88
 GZ1465
 GZ1465  VERT ORDER  -  FIRST     CLASS I
 GZ1465
 GZ1465.The horizontal coordinates were scaled from a topographic map and have
 GZ1465.an estimated accuracy of +/- 6 seconds.
 GZ1465
 GZ1465.The orthometric height was determined by differential leveling
 GZ1465.and adjusted by the National Geodetic Survey in June 1991..
 GZ1465
 GZ1465.The geoid height was determined by GEOID03.
 GZ1465
 GZ1465.The dynamic height is computed by dividing the NAVD 88
 GZ1465.geopotential number by the normal gravity value computed on the
 GZ1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1465.degrees latitude (g = 980.6199 gals.).
 GZ1465
 GZ1465.The modeled gravity was interpolated from observed gravity values.
 GZ1465
 GZ1465;                    North         East    Units  Estimated Accuracy
 GZ1465;SPC KY1Z     - 1,082,740.    1,548,930.      MT  (+/- 180 meters Scaled)
 GZ1465
 GZ1465                          SUPERSEDED SURVEY CONTROL
 GZ1465
 GZ1465  NGVD 29 (??/??/92)  290.342  (m)          952.56   (f) ADJ UNCH    1 1
 GZ1465
 GZ1465.Superseded values are not recommended for survey control.
 GZ1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1465.See file dsdata.txt to determine how the superseded data were derived.
 GZ1465
 GZ1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG600049(NAD 83)
 GZ1465_MARKER: DZ = AZIMUTH MARK DISK
 GZ1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1465_STAMPING: CRAY 1951 952.564
 GZ1465_MARK LOGO: CGS   
 GZ1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1465+STABILITY: SURFACE MOTION
 GZ1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1465+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 GZ1465
 GZ1465  HISTORY     - Date     Condition        Report By
 GZ1465  HISTORY     - 1951     MONUMENTED       CGS
 GZ1465  HISTORY     - 1968     GOOD             CGS
 GZ1465  HISTORY     - 20050823 GOOD             KYTC
 GZ1465
 GZ1465                          STATION DESCRIPTION
 GZ1465
 GZ1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1465'6.8 MI E FROM COLUMBIA.
 GZ1465'ABOUT 0.6 MILE SOUTHEAST ALONG JAMESTOWN STREET WHICH IS STATE
 GZ1465'HIGHWAYS 55 AND 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA,
 GZ1465'THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.05 MILE EAST
 GZ1465'ALONG A PRIVATE DRIVEWAY, 0.2 MILE SOUTH CROSS-COUNTRY FROM THE
 GZ1465'ABANDONED CALHOUN SCHOOL BUILDING, 8 FEET SOUTH OF THE CENTERLINE
 GZ1465'OF A TRAIL ROAD, 50 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GZ1465'PORCH ON A FRAME HOUSE, 1 FOOT NORTHWEST OF POWER POLE NUMBER 4
 GZ1465'WHICH BEARS A TRANSFORMER, 0.3 MILE SOUTH OF TRIANGULATION STATION
 GZ1465'CRAY, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 GZ1465'TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GZ1465'5 INCHES.
 GZ1465
 GZ1465                          STATION RECOVERY (2005)
 GZ1465
 GZ1465'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1465'MARK IS 23.5 FEET NORTHWEST OF NORTHWEST CORNER OF MOBILE HOME IN
 GZ1465'FRONT OF FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1461 ***********************************************************************
 GZ1461  DESIGNATION -  CRAY RM 3
 GZ1461  PID         -  GZ1461
 GZ1461  STATE/COUNTY-  KY/ADAIR
 GZ1461  USGS QUAD   -  MONTPELIER (1976)
 GZ1461
 GZ1461                         *CURRENT SURVEY CONTROL
 GZ1461  ___________________________________________________________________
 GZ1461* NAD 83(1986)-  37 04 51.     (N)    085 11 58.     (W)     SCALED    
 GZ1461* NAVD 88     -       295.504  (meters)     969.50   (feet)  ADJUSTED  
 GZ1461  ___________________________________________________________________
 GZ1461  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GZ1461  DYNAMIC HT  -         295.266 (meters)     968.72  (feet)  COMP
 GZ1461  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 GZ1461
 GZ1461  VERT ORDER  -  FIRST     CLASS I
 GZ1461
 GZ1461.The horizontal coordinates were scaled from a topographic map and have
 GZ1461.an estimated accuracy of +/- 6 seconds.
 GZ1461
 GZ1461.The orthometric height was determined by differential leveling
 GZ1461.and adjusted by the National Geodetic Survey in June 1991..
 GZ1461
 GZ1461.The geoid height was determined by GEOID03.
 GZ1461
 GZ1461.The dynamic height is computed by dividing the NAVD 88
 GZ1461.geopotential number by the normal gravity value computed on the
 GZ1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1461.degrees latitude (g = 980.6199 gals.).
 GZ1461
 GZ1461.The modeled gravity was interpolated from observed gravity values.
 GZ1461
 GZ1461;                    North         East    Units  Estimated Accuracy
 GZ1461;SPC KY1Z     - 1,083,110.    1,548,950.      MT  (+/- 180 meters Scaled)
 GZ1461
 GZ1461                          SUPERSEDED SURVEY CONTROL
 GZ1461
 GZ1461  NGVD 29 (??/??/92)  295.651  (m)          969.98   (f) ADJ UNCH    1 1
 GZ1461
 GZ1461.Superseded values are not recommended for survey control.
 GZ1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1461.See file dsdata.txt to determine how the superseded data were derived.
 GZ1461
 GZ1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG600053(NAD 83)
 GZ1461_MARKER: DR = REFERENCE MARK DISK
 GZ1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1461_STAMPING: CRAY 1951 NO 3 1968
 GZ1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1461+STABILITY: SURFACE MOTION
 GZ1461
 GZ1461  HISTORY     - Date     Condition        Report By
 GZ1461  HISTORY     - 1968     MONUMENTED       CGS
 GZ1461  HISTORY     - 20050823 MARK NOT FOUND   KYTC
 GZ1461
 GZ1461                          STATION DESCRIPTION
 GZ1461
 GZ1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1461'6.4 MI E FROM COLUMBIA.
 GZ1461'ABOUT 0.6 MILE SOUTHEAST ALONG JAMESTOWN STREET WHICH IS STATE
 GZ1461'HIGHWAYS 55 AND 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA,
 GZ1461'THENCE 5.8 MILES EAST ALONG STATE HIGHWAY 80, 44 FEET EAST OF THE
 GZ1461'CENTER OF A JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD, 28 FEET
 GZ1461'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 103 FEET SOUTHWEST AND
 GZ1461'ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF ROYS GROCERY
 GZ1461'STORE AND A TEXACO SERVICE STATION, 1 FOOT NORTH OF A FENCE,
 GZ1461'84.35 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM TRIANGULATION
 GZ1461'STATION CRAY, 123.66 FEET EAST OF CRAY R.M. 4, 1.2 FEET EAST OF
 GZ1461'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 GZ1461'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 GZ1461
 GZ1461                          STATION RECOVERY (2005)
 GZ1461
 GZ1461'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1461'LOCATION NOW LEVEL WITH ROAD, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2742 ***********************************************************************
 GZ2742  DESIGNATION -  CREAL
 GZ2742  PID         -  GZ2742
 GZ2742  STATE/COUNTY-  KY/GREEN
 GZ2742  USGS QUAD   -  MAGNOLIA (1961)
 GZ2742
 GZ2742                         *CURRENT SURVEY CONTROL
 GZ2742  ___________________________________________________________________
 GZ2742* NAD 83(1993)-  37 25 50.97964(N)    085 39 46.08929(W)     ADJUSTED  
 GZ2742* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 GZ2742  ___________________________________________________________________
 GZ2742  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 GZ2742  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GZ2742
 GZ2742  HORZ ORDER  -  SECOND
 GZ2742
 GZ2742.The horizontal coordinates were established by classical geodetic methods
 GZ2742.and adjusted by the National Geodetic Survey in December 1995..
 GZ2742
 GZ2742.The orthometric height was scaled from a topographic map.
 GZ2742
 GZ2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2742
 GZ2742.The geoid height was determined by GEOID03.
 GZ2742
 GZ2742;                    North         East     Units Scale Factor Converg.
 GZ2742;SPC KY1Z     - 1,121,806.962 1,507,717.075   MT  0.99993500   +0 03 12.7
 GZ2742;SPC KY1Z     - 3,680,461.67  4,946,568.44   sFT  0.99993500   +0 03 12.7
 GZ2742;SPC KY S     -   621,797.443   507,717.166   MT  0.99994682   +0 03 10.4
 GZ2742;SPC KY S     - 2,040,013.78  1,665,735.40   sFT  0.99994682   +0 03 10.4
 GZ2742;UTM  16      - 4,143,506.417   618,306.756   MT  0.99977241   +0 48 46.2
 GZ2742
 GZ2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2742!SPC KY1Z     -   0.99995518  x   0.99993500  =   0.99989019
 GZ2742!SPC KY S     -   0.99995518  x   0.99994682  =   0.99990200
 GZ2742!UTM  16      -   0.99995518  x   0.99977241  =   0.99972760
 GZ2742
 GZ2742|---------------------------------------------------------------------|
 GZ2742| PID    Reference Object                     Distance      Geod. Az  |
 GZ2742|                                                           dddmmss.s |
 GZ2742| CG8417 CREAL RM 1                           25.085 METERS 12332     |
 GZ2742| GZ2739 TENNESSEE GAS RAD STA 95 MAST       APPROX.15.6 KM 1531551.6 |
 GZ2742| CG8418 CREAL RM 2                           22.388 METERS 17403     |
 GZ2742| CG8416 CREAL AZ MK                                        3481601.9 |
 GZ2742|---------------------------------------------------------------------|
 GZ2742
 GZ2742                          SUPERSEDED SURVEY CONTROL
 GZ2742
 GZ2742  NAD 83(1986)-  37 25 50.98771(N)    085 39 46.09725(W) AD(       ) 2
 GZ2742  NAD 27      -  37 25 50.77000(N)    085 39 46.21500(W) AD(       ) 2
 GZ2742
 GZ2742.Superseded values are not recommended for survey control.
 GZ2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2742.See file dsdata.txt to determine how the superseded data were derived.
 GZ2742
 GZ2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG1830743506(NAD 83)
 GZ2742_MARKER: DS = TRIANGULATION STATION DISK
 GZ2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2742
 GZ2742  HISTORY     - Date     Condition        Report By
 GZ2742  HISTORY     - 1951     MONUMENTED       CGS
 GZ2742
 GZ2742                          STATION DESCRIPTION
 GZ2742
 GZ2742'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2742'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF HODGENVILLE AND 6
 GZ2742'MILES SOUTH OF BUFFALO ON THE HIGHEST POINT OF A PROMINENT
 GZ2742'HILL AND ON LAND OWNED BY MR. E. C. DAVIS. IT IS 31 FEET SOUTH OF THE
 GZ2742'SOUTHEAST CORNER OF A BARN, 11 FEET SOUTHWEST OF THE CENTER OF
 GZ2742'FARM ROAD AND 8 FEET SOUTHEAST OF A WHITE WITNESS POST. THE MARK
 GZ2742'PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED CREAL 1951.
 GZ2742'
 GZ2742'REFERENCE MARK NO. 1 IS 14 FEET SOUTH OF THE CENTER OF FARM ROAD AND
 GZ2742'1 FOOT NORTH OF FENCE LINE. THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GZ2742'DISK STAMPED CREAL NO 1 1951.
 GZ2742'
 GZ2742'REFERENCE MARK NO. 2 IS SET IN THE BARN YARD 1 FOOT WEST OF FENCE
 GZ2742'LINE AND ABOUT 3 FEET LOWER IN ELEVATION THAN STATION MARK. THE MARK
 GZ2742'PROJECTS ABOUT 8 INCHES AND THE DISK STAMPED CREAL NO 2 1951.
 GZ2742'
 GZ2742'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTER OF GRAVELED ROAD AND
 GZ2742'3 FEET SOUTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4
 GZ2742'INCHES AND THE DISK STAMPED CREAL 1951.
 GZ2742'
 GZ2742'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 31E AND
 GZ2742'STATE HIGHWAY NO. 61 ABOUT 0.4 MILE SOUTH OF THE CENTER OF
 GZ2742'BUFFALO, GO SOUTHEAST ON STATE HIGHWAY NO. 61 FOR 4.3 MILES TO THE
 GZ2742'SMALL VILLAGE OF MT. SHERMAN, CONTINUE SOUTHEAST ON HIGHWAY FOR
 GZ2742'0.9 MILES TO CROSS ROAD, TURN RIGHT AND FOLLOW WINDING DIRT ROAD
 GZ2742'SOUTHWEST FOR 0.5 MILE TO WHERE MAIN ROAD TURNS RIGHT, CONTINUE
 GZ2742'STRAIGHT AHEAD ON DIRT ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 GZ2742'LEFT AS DESCRIBED, CONTINUE SOUTHWEST AND SOUTH ON DIRT ROAD
 GZ2742'FOR 0.5 MILE TO SIDE ROAD RIGHT, TURN SHARP RIGHT UP HILL ON FARM
 GZ2742'ROAD FOR ABOUT 0.05 MILE TO A BARN ON THE LEFT AND STATION AS
 GZ2742'DESCRIBED.
 GZ2742'
 GZ2742'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1659 ***********************************************************************
 HA1659  DESIGNATION -  CRESWELL RADIO STA KIS 91 MAST
 HA1659  PID         -  HA1659
 HA1659  STATE/COUNTY-  KY/CALDWELL
 HA1659  USGS QUAD   -  SHADY GROVE (1954)
 HA1659
 HA1659                         *CURRENT SURVEY CONTROL
 HA1659  ___________________________________________________________________
 HA1659* NAD 83(1993)-  37 17 07.10937(N)    087 54 41.09289(W)     ADJUSTED  
 HA1659* NAVD 88     -                                                        
 HA1659  ___________________________________________________________________
 HA1659  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 HA1659  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 HA1659
 HA1659  HORZ ORDER  -  THIRD
 HA1659
 HA1659.The horizontal coordinates were established by classical geodetic methods
 HA1659.and adjusted by the National Geodetic Survey in December 1995..
 HA1659
 HA1659
 HA1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1659
 HA1659.The geoid height was determined by GEOID03.
 HA1659
 HA1659;                    North         East     Units Scale Factor Converg.
 HA1659;SPC KY1Z     - 1,107,873.274 1,308,355.312   MT  0.99995780   -1 19 37.3
 HA1659;SPC KY1Z     - 3,634,747.57  4,292,495.72   sFT  0.99995780   -1 19 37.3
 HA1659;SPC KY S     -   607,836.670   308,357.202   MT  0.99994576   -1 18 38.9
 HA1659;SPC KY S     - 1,994,210.81  1,011,668.59   sFT  0.99994576   -1 18 38.9
 HA1659;UTM  16      - 4,126,912.578   419,208.990   MT  0.99968040   -0 33 07.7
 HA1659
 HA1659                          SUPERSEDED SURVEY CONTROL
 HA1659
 HA1659  NAD 83(1986)-  37 17 07.11777(N)    087 54 41.09604(W) AD(       ) 4
 HA1659  NAD 27      -  37 17 06.94541(N)    087 54 41.04553(W) AD(       ) 3
 HA1659
 HA1659.Superseded values are not recommended for survey control.
 HA1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1659.See file dsdata.txt to determine how the superseded data were derived.
 HA1659
 HA1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1920926913(NAD 83)
 HA1659_MARKER: 42 = RADIO/TV MAST
 HA1659
 HA1659  HISTORY     - Date     Condition        Report By
 HA1659  HISTORY     - 1962     FIRST OBSERVED   CGS
 HA1659
 HA1659                          STATION DESCRIPTION
 HA1659
 HA1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1659'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED ABOUT 11-1/2
 HA1659'MILES SOUTHWEST OF PROVIDENCE, ABOUT 10 MILES EAST-SOUTHEAST OF
 HA1659'MARION, ABOUT 4 MILES SOUTHWEST OF SHADY GROVE, AND IS OWNED AND
 HA1659'OPERATED BY THE TEXAS GAS AND TRANSMISSION CORPORATION OF
 HA1659'OWENSBORO KENTUCKY.  IT IS A GUYED STEEL STRUCTURE PAINTED IN
 HA1659'ALTERNATE SECTIONS OF INTERNATIONAL ORANGE AND WHITE, AND
 HA1659'HAS 2 MICRO DISK AT THE TOP.  THE OVERALL HEIGHT IS 200 FEET.
 HA1659'
 HA1659'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 109 AND 120 IN
 HA1659'PROVIDENCE, GO WEST ON STATE HIGHWAY 120 FOR 4.9 MILES TO THE
 HA1659'CENTER OF A NARROW IRON BRIDGE.  CONTINUE WEST ON STATE HIGHWAY 120
 HA1659'FOR 4.4 MILES TO JUNCTION WITH STATE HIGHWAY 132.  CONTINUE WEST
 HA1659'ON STATE HIGHWAY 120 FOR 1.6 MILES TO THE JUNCTION WITH STATE HIGHWAY
 HA1659'139.  TURN LEFT AND GO SOUTHERLY ON STATE HIGHWAY 139 FOR 1.6
 HA1659'MILES TO THE VILLAGE OF SHADY GROVE.  CONTINUE SOUTHERLY ON STATE
 HA1659'HIGHWAY 139 FOR 4.0 MILES TO A DRIVEWAY ON THE LEFT, AND THE MAST ON
 HA1659'THE LEFT, ABOUT 200 FEET EAST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0685 ***********************************************************************
 HZ0685  DESIGNATION -  CRITTENDEN
 HZ0685  PID         -  HZ0685
 HZ0685  STATE/COUNTY-  KY/GRANT
 HZ0685  USGS QUAD   -  WALTON (1984)
 HZ0685
 HZ0685                         *CURRENT SURVEY CONTROL
 HZ0685  ___________________________________________________________________
 HZ0685* NAD 83(1993)-  38 45 49.67023(N)    084 36 22.43438(W)     ADJUSTED  
 HZ0685* NAVD 88     -       287.860  (meters)     944.42   (feet)  ADJUSTED  
 HZ0685  ___________________________________________________________________
 HZ0685  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 HZ0685  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ0685  DYNAMIC HT  -         287.671 (meters)     943.80  (feet)  COMP
 HZ0685  MODELED GRAV-     979,965.8   (mgal)                       NAVD 88
 HZ0685
 HZ0685  HORZ ORDER  -  THIRD
 HZ0685  VERT ORDER  -  FIRST     CLASS II
 HZ0685
 HZ0685.The horizontal coordinates were established by classical geodetic methods
 HZ0685.and adjusted by the National Geodetic Survey in April 1998..
 HZ0685
 HZ0685.The orthometric height was determined by differential leveling
 HZ0685.and adjusted by the National Geodetic Survey in June 1991..
 HZ0685
 HZ0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0685
 HZ0685.The geoid height was determined by GEOID03.
 HZ0685
 HZ0685.The dynamic height is computed by dividing the NAVD 88
 HZ0685.geopotential number by the normal gravity value computed on the
 HZ0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0685.degrees latitude (g = 980.6199 gals.).
 HZ0685
 HZ0685.The modeled gravity was interpolated from observed gravity values.
 HZ0685
 HZ0685;                    North         East     Units Scale Factor Converg.
 HZ0685;SPC KY1Z     - 1,270,360.320 1,599,409.089   MT  1.00002486   +0 42 08.0
 HZ0685;SPC KY1Z     - 4,167,840.48  5,247,394.65   sFT  1.00002486   +0 42 08.0
 HZ0685;SPC KY N     -   140,339.977   469,039.423   MT  0.99997544   -0 13 17.8
 HZ0685;SPC KY N     -   460,432.07  1,538,840.17   sFT  0.99997544   -0 13 17.8
 HZ0685;UTM  16      - 4,293,286.556   707,981.192   MT  1.00013269   +1 29 57.5
 HZ0685
 HZ0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0685!SPC KY1Z     -   0.99996014  x   1.00002486  =   0.99998500
 HZ0685!SPC KY N     -   0.99996014  x   0.99997544  =   0.99993558
 HZ0685!UTM  16      -   0.99996014  x   1.00013269  =   1.00009283
 HZ0685
 HZ0685:                Primary Azimuth Mark                     Grid Az
 HZ0685:SPC KY1Z     -  CRITTENDEN AZ MK                         017 19 09.7
 HZ0685:SPC KY N     -  CRITTENDEN AZ MK                         018 14 35.5
 HZ0685:UTM  16      -  CRITTENDEN AZ MK                         016 31 20.2
 HZ0685
 HZ0685|---------------------------------------------------------------------|
 HZ0685| PID    Reference Object                     Distance      Geod. Az  |
 HZ0685|                                                           dddmmss.s |
 HZ0685| HZ0683 CRITTENDEN AZ MK                                   0180117.7 |
 HZ0685| HZ0684 TT 84 M                              50.780 METERS 10615     |
 HZ0685| HZ0686 CRITTENDEN RM 1                      31.876 METERS 35201     |
 HZ0685| HZ2512 CRITTENDEN MUNICIPAL STANDPIPE      APPROX. 2.1 KM 3565653.6 |
 HZ0685|---------------------------------------------------------------------|
 HZ0685
 HZ0685                          SUPERSEDED SURVEY CONTROL
 HZ0685
 HZ0685  NAD 83(1993)-  38 45 49.67114(N)    084 36 22.43357(W) AD(       ) 3
 HZ0685  NAD 83(1986)-  38 45 49.66780(N)    084 36 22.44263(W) AD(       ) 3
 HZ0685  NAD 27      -  38 45 49.43410(N)    084 36 22.64580(W) AD(       ) 3
 HZ0685  NGVD 29 (??/??/92)  288.041  (m)          945.01   (f) ADJ UNCH    1 2
 HZ0685
 HZ0685.Superseded values are not recommended for survey control.
 HZ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0685.See file dsdata.txt to determine how the superseded data were derived.
 HZ0685
 HZ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0798193287(NAD 83)
 HZ0685_MARKER: DS = TRIANGULATION STATION DISK
 HZ0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0685_SP_SET: CONCRETE POST
 HZ0685_STAMPING: CRITTENDEN 1949
 HZ0685_MARK LOGO: CGS   
 HZ0685_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 HZ0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0685+STABILITY: SURFACE MOTION
 HZ0685
 HZ0685  HISTORY     - Date     Condition        Report By
 HZ0685  HISTORY     - 1949     MONUMENTED       CGS
 HZ0685  HISTORY     - 1949     GOOD             CGS
 HZ0685  HISTORY     - 1964     GOOD             CGS
 HZ0685  HISTORY     - 1964     GOOD             CGS
 HZ0685  HISTORY     - 1964     GOOD             NGS
 HZ0685  HISTORY     - 1965     GOOD             CGS
 HZ0685  HISTORY     - 1980     GOOD             NGS
 HZ0685  HISTORY     - 1985     GOOD             NGS
 HZ0685
 HZ0685                          STATION DESCRIPTION
 HZ0685
 HZ0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ0685'STATION IS LOCATED ABOUT 6 AIRLINE MILES NORTH OF DRY RIDGE, 4
 HZ0685'AIRLINE MILES SOUTHEAST OF VERONA AND 1 AIRLINE MILE SOUTH OF
 HZ0685'CRITTENDEN.  IT IS 140 FEET NORTHWEST OF THE INTERSECTION OF U.S.
 HZ0685'HIGHWAY NO.25 AND GRAVELED CROSSROAD, 128 FEET SOUTH OF THE
 HZ0685'SOUTHWEST CORNER OF A FRAME BUILDING, 32 FEET NORTH OF THE CENTER OF
 HZ0685'GRAVEL ROAD AND 13 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS
 HZ0685'FLUSH AND THE DISK IS STAMPED CRITTENDEN 1949.
 HZ0685'
 HZ0685'REFERENCE MARK NO.1 IS 68 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 HZ0685'A FRAME BUILDING AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS
 HZ0685'4 INCHES AND THE DISK IS STAMPED CRITTENDEN NO 1 1949.
 HZ0685'
 HZ0685'TT 84 M (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 30 FEET SOUTH
 HZ0685'OF THE CENTER OF A GRAVEL ROAD AND 28 FEET EAST OF THE INTERSECTION
 HZ0685'OF U.S. HIGHWAY NO.25 AND GRAVEL CROSSROAD.  THE MARK IS A 4X4 INCH
 HZ0685'POST WHICH PROJECTS 4 INCHES WITH A STANDARD USGS BENCH MARK BRONZE
 HZ0685'DISK ATOP STAMPED TT STA NO 84 M 1928.
 HZ0685'
 HZ0685'AZIMUTH MARK IS 33 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO.25 FEET
 HZ0685'SOUTH OF A TELEPHONE POLE, 7 FEET WEST OF A WHITE WITNESS POST AND 1
 HZ0685'FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 HZ0685'IS STAMPED CRITTENDEN 1949.
 HZ0685'
 HZ0685'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO.25 AND
 HZ0685'STATE HIGHWAY NO.22 IN DRY RIDGE GO NORTH ON U.S. HIGHWAY NO.25
 HZ0685'FOR 5.95 MILES TO A GRAVEL CROSSROAD AND THE STATION IN THE NORTHWEST
 HZ0685'ANGLE AS DESCRIBED, CONTINUE FOR 0.25 MILE TO THE AZIMUTH MARK ON
 HZ0685'THE LEFT.
 HZ0685'
 HZ0685'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ0685
 HZ0685                          STATION RECOVERY (1949)
 HZ0685
 HZ0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HZ0685'0.8 MI S FROM CRITTENDEN.
 HZ0685'0.75 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0685'CRITTENDEN, THENCE ABOUT 67 YARDS WEST ALONG A GRAVEL ROAD, ABOUT
 HZ0685'0.3 MILE SOUTH OF MILE POST 28, 200 FEET WEST OF THE WEST RAIL OF
 HZ0685'THE WEST TRACK, 137 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 25,
 HZ0685'129 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE,
 HZ0685'115 FEET SOUTH OF THE CENTER OF A WELL, 105 FEET SOUTH-SOUTHEAST
 HZ0685'OF R.M. NO. 1, 48 FEET SOUTHWEST OF A 14-INCH PEAR TREE, 29 FEET
 HZ0685'NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 11.5 FEET NORTH OF A
 HZ0685'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE GRAVEL ROAD
 HZ0685'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE--
 HZ0685'THE MARK IS 88 FEET WEST OF HIGH TENSION LINE POLE NO. 538, 31
 HZ0685'FEET NORTH OF THE CENTERLINE OF A MACADAM ROAD AND 14 FEET EAST
 HZ0685'OF THE EAST EDGE OF A SHORT GRAVELED DRIVEWAY.
 HZ0685
 HZ0685                          STATION RECOVERY (1964)
 HZ0685
 HZ0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ0685'THE STATION, AZIMUTH MARK, REFERENCE MARK NO.1 AND TT 84 M (USGS) BM
 HZ0685'(USED AS A REFERENCE MARK) WERE RECOVERED AS DESCRIBED.  THE
 HZ0685'FOLLOWING DIFFERENCES SHOULD BE NOTED--THE WOODEN REFERENCE POST IS
 HZ0685'NO LONGER THERE AND THE ROAD LEADING WEST FROM THE CROSSROAD HAS
 HZ0685'BEEN MACADAMIZED.
 HZ0685'
 HZ0685'THE ORIGINAL DESCRIPTION IS ADEQUATE.  HOWEVER THE FOLLOWING
 HZ0685'ADDITIONAL REFERENCE POINTS MAY PROVE TO BE HELPFUL IN DESCRIBING THE
 HZ0685'STATION--IT IS 88 FEET WEST OF HIGH TENSION LINE POLE NO.538, 31
 HZ0685'FEET NORTH OF THE CENTERLINE OF THE MACADAM ROAD AND 14 FEET EAST OF
 HZ0685'THE EDGE OF A SHORT GRAVELED DRIVEWAY.
 HZ0685'
 HZ0685'THE AZIMUTH MARK NO LONGER HAS THE WOODEN REFERENCE POST BY IT.  IT
 HZ0685'IS ABOUT 50 YARDS SOUTH-SOUTHWEST OF HIGH TENSION LINE POLE NO.532
 HZ0685'AND ABOUT 36 YARDS NORTH-NORTHWEST OF HIGH TENSION LINE POLE
 HZ0685'NO.533.
 HZ0685
 HZ0685                          STATION RECOVERY (1964)
 HZ0685
 HZ0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EB)
 HZ0685'THE STATION, REFERENCE MARK NO.1, TT84M (USGS) AND THE AZIMUTH MARK
 HZ0685'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL TO
 HZ0685'REACH IS ADEQUATE HOWEVER A NEW LOCAL DESCRIPTION ON TT84M (USGS) AND
 HZ0685'THE AZIMUTH MARK FOLLOWS--
 HZ0685'
 HZ0685'TT84M (USGS) IS 36 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 30
 HZ0685'FEET EAST OF THE INTERSECTION OF U.S. HIGHWAY 25 AND A PAVED T-ROAD
 HZ0685'THE MARK IS A 4X4 INCH CONCRETE POST PROJECTING 4 INCHES WITH A
 HZ0685'STANDARD USGS BENCH MARK BRONZE DISK SET ATOP, STAMPED TT 84 M 1928.
 HZ0685'
 HZ0685'THE AZIMUTH MARK IS 112 FEET NORTH OF A POWER POLE WHICH IS NUMBERED
 HZ0685'533 IN METAL LETERS, 33 FEET WEST OF THE CENTER OF U.S. HIGHWAY 25,
 HZ0685'1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 HZ0685'DISK IS STAMPED CRITTENDEN 1949.
 HZ0685'
 HZ0685'HEIGHT OF LIGHT ABOVE STATION MARK 1.59 METERS.
 HZ0685
 HZ0685                          STATION RECOVERY (1964)
 HZ0685
 HZ0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0685'RECOVERED IN GOOD CONDITION.
 HZ0685
 HZ0685                          STATION RECOVERY (1965)
 HZ0685
 HZ0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EB)
 HZ0685'STATION, REFERENCE MARK NO.1, TT 84 M AND AZIMUTH MARK WERE FOUND AS
 HZ0685'DESCRIBED IN 1964 RECOVERY AND IN GOOD CONDITION.  OLD DESCRIPTION
 HZ0685'AND TO REACH IS ADEQUATE.
 HZ0685'
 HZ0685'HEIGHT OF LIGHT ABOVE STATION MARK 3.44 METERS.
 HZ0685
 HZ0685                          STATION RECOVERY (1980)
 HZ0685
 HZ0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 HZ0685'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  TT
 HZ0685'84 USGS WAS NOT FOUND AND IS ASSUMED DESTROYED.  REFERENCE MARK 1 WAS
 HZ0685'FOUND DESTROYED.  REFERENCE MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION
 HZ0685'FOLLOWS.
 HZ0685'
 HZ0685'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF DRY RIDGE, 4 MILES
 HZ0685'SOUTH EAST OF VERONA, 31 FEET NORTH OF THE CENTERLINE OF CRITTENDEN,
 HZ0685'MT ZION ROAD, 136 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 25, 16
 HZ0685'FEET EAST OF THE CENTERLINE OF A GRAVEL DRIVE AND 88 FEET WEST OF A
 HZ0685'POWER TRANSFORMER POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 HZ0685'IS STAMPED---CRITTENDEN 1949---.
 HZ0685'
 HZ0685'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 HZ0685'HIGHWAY 22 AT DRY RIDGE, GO NORTH ON HIGHWAY 25 FOR 6.0 MILES TO A
 HZ0685'JOG CROSS ROAD AND THE STATION IN THE NORTHWEST ANGLE OF THE
 HZ0685'INTERSECTION.
 HZ0685'
 HZ0685'REFERENCE MARK 3 IS 179 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 HZ0685'27 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 6 FEET EAST OF THE POWER
 HZ0685'POLE AND 17 FEET NORTH OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 HZ0685'IS FLUSH AND THE DISK IS STAMPED---CRITTENDEN 1949 NO 3 1980---.
 HZ0685'
 HZ0685'REFERENCE MARK 4 IS 20 FEET SOUTH OF POWER POLE NO 538, 27 FEET NORTH
 HZ0685'OF THE CENTERLINE OF THE ROAD.  1 FOOT NORTHEAST OF A METAL WITNESS
 HZ0685'POST AND 53 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 25.  THE
 HZ0685'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED---CRITTENDEN 1949
 HZ0685'NO 4 1980---.
 HZ0685'
 HZ0685'THE AZIMUTH MARK IS 112 FEET NORTH OF POWER POLE NO 533, 33 FEET WEST
 HZ0685'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF A METAL WITNESS POST
 HZ0685'AND IN A NORTH-SOUTH FENCE LINE.  THE MONUMENT IS FLUSH AND THE DISK
 HZ0685'IS STAMPED---CRITTENDEN 1949---.
 HZ0685
 HZ0685                          STATION RECOVERY (1985)
 HZ0685
 HZ0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1487 ***********************************************************************
 HB1487  DESIGNATION -  CRITTENDEN
 HB1487  PID         -  HB1487
 HB1487  STATE/COUNTY-  KY/CRITTENDEN
 HB1487  USGS QUAD   -  SALEM (1973)
 HB1487
 HB1487                         *CURRENT SURVEY CONTROL
 HB1487  ___________________________________________________________________
 HB1487* NAD 83(1993)-  37 21 06.64955(N)    088 08 21.36088(W)     ADJUSTED  
 HB1487* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 HB1487  ___________________________________________________________________
 HB1487  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 HB1487  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 HB1487
 HB1487  HORZ ORDER  -  SECOND
 HB1487
 HB1487.The horizontal coordinates were established by classical geodetic methods
 HB1487.and adjusted by the National Geodetic Survey in October 1999..
 HB1487
 HB1487.The orthometric height was scaled from a topographic map.
 HB1487
 HB1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1487
 HB1487.The geoid height was determined by GEOID03.
 HB1487
 HB1487;                    North         East     Units Scale Factor Converg.
 HB1487;SPC KY1Z     - 1,115,747.807 1,288,345.736   MT  0.99994658   -1 28 00.9
 HB1487;SPC KY1Z     - 3,660,582.60  4,226,847.64   sFT  0.99994658   -1 28 00.9
 HB1487;SPC KY S     -   615,705.193   288,345.414   MT  0.99994545   -1 26 56.4
 HB1487;SPC KY S     - 2,020,026.12    946,013.25   sFT  0.99994545   -1 26 56.4
 HB1487;UTM  16      - 4,134,513.738   399,099.723   MT  0.99972541   -0 41 28.5
 HB1487
 HB1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1487!SPC KY1Z     -   0.99996663  x   0.99994658  =   0.99991321
 HB1487!SPC KY S     -   0.99996663  x   0.99994545  =   0.99991208
 HB1487!UTM  16      -   0.99996663  x   0.99972541  =   0.99969205
 HB1487
 HB1487|---------------------------------------------------------------------|
 HB1487| PID    Reference Object                     Distance      Geod. Az  |
 HB1487|                                                           dddmmss.s |
 HB1487| CI4182 CRITTENDEN RM 1                      15.225 METERS 09920     |
 HB1487| CI4181 CRITTENDEN AZ MK                                   1132037.8 |
 HB1487| HB1483 MARION MUNICIPAL TANK               APPROX. 6.1 KM 1153221.1 |
 HB1487| CI4183 CRITTENDEN RM 2                      15.423 METERS 17753     |
 HB1487|---------------------------------------------------------------------|
 HB1487
 HB1487                          SUPERSEDED SURVEY CONTROL
 HB1487
 HB1487  NAD 83(1993)-  37 21 06.65007(N)    088 08 21.36022(W) AD(       ) 2
 HB1487  NAD 83(1986)-  37 21 06.65738(N)    088 08 21.36328(W) AD(       ) 2
 HB1487  NAD 27      -  37 21 06.47182(N)    088 08 21.26509(W) AD(       ) 2
 HB1487
 HB1487.Superseded values are not recommended for survey control.
 HB1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1487.See file dsdata.txt to determine how the superseded data were derived.
 HB1487
 HB1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG9910034514(NAD 83)
 HB1487_MARKER: DS = TRIANGULATION STATION DISK
 HB1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1487
 HB1487  HISTORY     - Date     Condition        Report By
 HB1487  HISTORY     - 1957     MONUMENTED       CGS
 HB1487  HISTORY     - 1962     GOOD             CGS
 HB1487
 HB1487                          STATION DESCRIPTION
 HB1487
 HB1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1487'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF MARION, ON THE
 HB1487'HIGHEST POINT OF A PROMINENT HILL, AT THE WEST END OF A CLEARED AREA
 HB1487'AND ON LAND OWNED BY MR. ED FRAZER.  IT IS 18 FEET SOUTHEAST OF A 10
 HB1487'INCH OAK TREE WITH FOUR BLAZES ON THE EAST SIDE AND 8 FEET EAST OF A
 HB1487'FENCE AND A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 HB1487'IS STAMPED CRITTENDEN 1957.
 HB1487'
 HB1487'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HB1487'HIGHWAY 91 AT THE NORTHEAST CORNER OF THE SQUARE IN MARION, GO WEST
 HB1487'AND NORTHWEST ON STATE HIGHWAY 91 FOR 1.7 MILES TO A SIDE ROAD LEFT
 HB1487'AT SIGN FREEDOM GENERAL BAPTIST CHURCH.  TURN LEFT AND FOLLOW
 HB1487'WINDING GRAVELED ROAD WEST FOR 1.0 MILE TO A ROAD FORK WHERE THE MAIN
 HB1487'ROAD TURNS LEFT ACROSS A CATTLE GUARD AND A TRACK ROAD CONTINUES
 HB1487'STRAIGHT AHEAD.  AT THIS POINT THE OBSERVING PARTY PACKED INTO THE
 HB1487'STATION, A DISTANCE OF ABOUT 1.5 MILES.  IN DRY WEATHER A TRUCK
 HB1487'COULD BE DRIVEN ABOUT 0.5 MILE FURTHER BUT WOULD REQUIRE A 4 WHEEL
 HB1487'DRIVEN TRUCK TO CONTINUE THE BALANCE OF THE DISTANCE.  CONTINUE
 HB1487'STRAIGHT AHEAD ON TRACK ROAD FOR ABOUT 0.55 MILE TO AN OLD HOUSE
 HB1487'ON THE RIGHT.  BEAR LEFT AT OLD HOUSE, CROSSING SMALL CREEK AND
 HB1487'CONTINUE WEST ON TRACK ROAD FOR ABOUT 1.0 MILE TO THE WEST END OF
 HB1487'THE CLEARED AREA AND STATION AS DESCRIBED.
 HB1487'
 HB1487'REFERENCE MARK 1 IS 57 FEET EAST OF THE FENCE AND WHITE WITNESS POST,
 HB1487'SET IN THE CLEARED AREA.  THE MONUMENT PROJECTS ABOUT 3 INCHES AND
 HB1487'THE DISK IS STAMPED CRITTENDEN NO 1 1957.
 HB1487'
 HB1487'REFERENCE MARK 2 IS 51 FEET SOUTH OF THE WHITE WITNESS POST AND 1
 HB1487'FOOT EAST OF THE FENCE.  THE MONUMENT PROJECTS ABOUT 4 INCHES AND
 HB1487'THE DISK IS STAMPED CRITTENDEN NO 2 1957.
 HB1487'
 HB1487'THE AZIMUTH MARK IS ABOUT 0.25 MILE EAST OF THE STATION, 14 FEET
 HB1487'NORTHWEST OF THE CENTERLINE OF THE TRACK ROAD, 9 FEET NORTH OF A
 HB1487'TRIPLE BLAZED 8 INCH OAK TREE AND 3.5 FEET NORTH OF A WHITE WITNESS
 HB1487'POST.  THE MONUMENT PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HB1487'STAMPED CRITTENDEN 1957.
 HB1487'
 HB1487'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ACROSS CLEARED
 HB1487'AREA FOR ABOUT 0.25 MILE TO THE MARK.  THE MARK IS ON THE ROAD TO THE
 HB1487'STATION, JUST AFTER COMING OUT OF THE WOODS ON TRACK ROAD.
 HB1487'
 HB1487'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 HB1487
 HB1487                          STATION RECOVERY (1962)
 HB1487
 HB1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1487'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 HB1487'AND FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL
 HB1487'MARKS CHECKED.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 HB1487'
 HB1487'THE STATION IS ON THE PROPERTY OF THE REYNOLDS METAL COMPANY.
 HB1487'
 HB1487'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0683 ***********************************************************************
 HZ0683  DESIGNATION -  CRITTENDEN AZ MK
 HZ0683  PID         -  HZ0683
 HZ0683  STATE/COUNTY-  KY/GRANT
 HZ0683  USGS QUAD   -  WALTON (1984)
 HZ0683
 HZ0683                         *CURRENT SURVEY CONTROL
 HZ0683  ___________________________________________________________________
 HZ0683* NAD 83(1986)-  38 46 03.     (N)    084 36 17.     (W)     SCALED    
 HZ0683* NAVD 88     -       285.067  (meters)     935.26   (feet)  ADJUSTED  
 HZ0683  ___________________________________________________________________
 HZ0683  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ0683  DYNAMIC HT  -         284.881 (meters)     934.65  (feet)  COMP
 HZ0683  MODELED GRAV-     979,966.4   (mgal)                       NAVD 88
 HZ0683
 HZ0683  VERT ORDER  -  FIRST     CLASS II
 HZ0683
 HZ0683.The horizontal coordinates were scaled from a topographic map and have
 HZ0683.an estimated accuracy of +/- 6 seconds.
 HZ0683
 HZ0683.The orthometric height was determined by differential leveling
 HZ0683.and adjusted by the National Geodetic Survey in June 1991..
 HZ0683
 HZ0683.The geoid height was determined by GEOID03.
 HZ0683
 HZ0683.The dynamic height is computed by dividing the NAVD 88
 HZ0683.geopotential number by the normal gravity value computed on the
 HZ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0683.degrees latitude (g = 980.6199 gals.).
 HZ0683
 HZ0683.The modeled gravity was interpolated from observed gravity values.
 HZ0683
 HZ0683;                    North         East    Units  Estimated Accuracy
 HZ0683;SPC KY1Z     - 1,270,770.    1,599,540.      MT  (+/- 180 meters Scaled)
 HZ0683
 HZ0683                          SUPERSEDED SURVEY CONTROL
 HZ0683
 HZ0683  NGVD 29 (??/??/92)  285.263  (m)          935.90   (f) ADJ UNCH    1 2
 HZ0683
 HZ0683.Superseded values are not recommended for survey control.
 HZ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0683.See file dsdata.txt to determine how the superseded data were derived.
 HZ0683
 HZ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH081937(NAD 83)
 HZ0683_MARKER: DZ = AZIMUTH MARK DISK
 HZ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0683_SP_SET: CONCRETE POST
 HZ0683_STAMPING: CRITTENDEN 1949
 HZ0683_MARK LOGO: CGS   
 HZ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0683+STABILITY: SURFACE MOTION
 HZ0683
 HZ0683  HISTORY     - Date     Condition        Report By
 HZ0683  HISTORY     - 1949     MONUMENTED       CGS
 HZ0683  HISTORY     - 1965     GOOD             NGS
 HZ0683  HISTORY     - 1980     GOOD             NGS
 HZ0683  HISTORY     - 1985     GOOD             NGS
 HZ0683
 HZ0683                          STATION DESCRIPTION
 HZ0683
 HZ0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0683'0.5 MI S FROM CRITTENDEN.
 HZ0683'0.5 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0683'CRITTENDEN, ABOUT 115 YARDS SOUTHWEST OF MILE POST 28, AT THE TOP
 HZ0683'OF GRADE OF U.S. HIGHWAY 25, ABOUT 30 YARDS WEST OF THE WEST RAIL
 HZ0683'OF THE WEST TRACK, 33 FEET WEST OF THE CENTER LINE OF HIGHWAY 25,
 HZ0683'17 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE, 1 FOOT WEST OF THE
 HZ0683'R/W FENCE, 6 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET
 HZ0683'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HZ0683'POST PROJECTING 2 INCHES.  NOTE-- MARK IS ABOUT 50 YARDS SOUTH OF
 HZ0683'HIGH TENSION LINE POLE NO. 532 AND 36 YARDS NORTH OF HIGH TENSION
 HZ0683'LINE POLE NO. 533.
 HZ0683
 HZ0683                          STATION RECOVERY (1965)
 HZ0683
 HZ0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HZ0683'RECOVERED IN GOOD CONDITION.
 HZ0683
 HZ0683                          STATION RECOVERY (1980)
 HZ0683
 HZ0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HZ0683'THE MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST AND 112 FEET OF
 HZ0683'POWER POLE NO 533.
 HZ0683
 HZ0683                          STATION RECOVERY (1985)
 HZ0683
 HZ0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2512 ***********************************************************************
 HZ2512  DESIGNATION -  CRITTENDEN MUNICIPAL STANDPIPE
 HZ2512  PID         -  HZ2512
 HZ2512  STATE/COUNTY-  KY/GRANT
 HZ2512  USGS QUAD   -  WALTON (1984)
 HZ2512
 HZ2512                         *CURRENT SURVEY CONTROL
 HZ2512  ___________________________________________________________________
 HZ2512* NAD 83(1993)-  38 46 56.88745(N)    084 36 27.01278(W)     ADJUSTED  
 HZ2512* NAVD 88     -                                                        
 HZ2512  ___________________________________________________________________
 HZ2512  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HZ2512  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ2512
 HZ2512  HORZ ORDER  -  THIRD
 HZ2512
 HZ2512.The horizontal coordinates were established by classical geodetic methods
 HZ2512.and adjusted by the National Geodetic Survey in April 1998..
 HZ2512
 HZ2512
 HZ2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2512
 HZ2512.The geoid height was determined by GEOID03.
 HZ2512
 HZ2512;                    North         East     Units Scale Factor Converg.
 HZ2512;SPC KY1Z     - 1,272,431.607 1,599,273.184   MT  1.00002997   +0 42 05.2
 HZ2512;SPC KY1Z     - 4,174,636.03  5,246,948.77   sFT  1.00002997   +0 42 05.2
 HZ2512;SPC KY N     -   142,413.080   468,936.937   MT  0.99997717   -0 13 20.6
 HZ2512;SPC KY N     -   467,233.58  1,538,503.93   sFT  0.99997717   -0 13 20.6
 HZ2512;UTM  16      - 4,295,355.968   707,816.458   MT  1.00013185   +1 29 56.8
 HZ2512
 HZ2512                          SUPERSEDED SURVEY CONTROL
 HZ2512
 HZ2512  NAD 83(1993)-  38 46 56.88271(N)    084 36 27.01126(W) AD(       ) 4
 HZ2512  NAD 83(1986)-  38 46 56.87705(N)    084 36 27.02176(W) AD(       ) 4
 HZ2512  NAD 27      -  38 46 56.65273(N)    084 36 27.22244(W) AD(       ) 3
 HZ2512
 HZ2512.Superseded values are not recommended for survey control.
 HZ2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2512.See file dsdata.txt to determine how the superseded data were derived.
 HZ2512
 HZ2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0781695356(NAD 83)
 HZ2512_MARKER: 52 = STANDPIPE TANK
 HZ2512
 HZ2512  HISTORY     - Date     Condition        Report By
 HZ2512  HISTORY     - 1965     FIRST OBSERVED   KYHD
 HZ2512
 HZ2512                          STATION DESCRIPTION
 HZ2512
 HZ2512'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 HZ2512'STATION IS LOCATED ON THE WEST SIDE OF CRITTENDEN, JUST SOUTHWEST OF
 HZ2512'THE CRITTENDEN ELEMENTARY SCHOOL.  IT IS A CYLINDRICAL METAL TANK
 HZ2512'PAINTED SILVER , ABOUT 90 FEET HIGH WITH A BALL ON TOP.  POINT
 HZ2512'OBSERVED WAS CENTER OF BALL ON TOP.
 HZ2512'
 HZ2512'TO REACH THE STATION FROM THE POST OFFICE IN CRITTENDEN, GO NORTH ON
 HZ2512'U.S. HIGHWAY 25 FOR 0.15 MILE TO A PAVED STREET LEFT.  TURN LEFT
 HZ2512'INTO PAVED STREET AND GO WEST FOR 0.1 MILE TO STATION ON RIGHT AT
 HZ2512'TOP OF GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1845 ***********************************************************************
 HZ1845  DESIGNATION -  CRITTENDEN RM 3
 HZ1845  PID         -  HZ1845
 HZ1845  STATE/COUNTY-  KY/GRANT
 HZ1845  USGS QUAD   -  WALTON (1984)
 HZ1845
 HZ1845                         *CURRENT SURVEY CONTROL
 HZ1845  ___________________________________________________________________
 HZ1845* NAD 83(1986)-  38 45 49.     (N)    084 36 22.     (W)     SCALED    
 HZ1845* NAVD 88     -       288.120  (meters)     945.27   (feet)  ADJUSTED  
 HZ1845  ___________________________________________________________________
 HZ1845  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ1845  DYNAMIC HT  -         287.932 (meters)     944.66  (feet)  COMP
 HZ1845  MODELED GRAV-     979,965.8   (mgal)                       NAVD 88
 HZ1845
 HZ1845  VERT ORDER  -  FIRST     CLASS II
 HZ1845
 HZ1845.The horizontal coordinates were scaled from a topographic map and have
 HZ1845.an estimated accuracy of +/- 6 seconds.
 HZ1845
 HZ1845.The orthometric height was determined by differential leveling
 HZ1845.and adjusted by the National Geodetic Survey in June 1991..
 HZ1845
 HZ1845.The geoid height was determined by GEOID03.
 HZ1845
 HZ1845.The dynamic height is computed by dividing the NAVD 88
 HZ1845.geopotential number by the normal gravity value computed on the
 HZ1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1845.degrees latitude (g = 980.6199 gals.).
 HZ1845
 HZ1845.The modeled gravity was interpolated from observed gravity values.
 HZ1845
 HZ1845;                    North         East    Units  Estimated Accuracy
 HZ1845;SPC KY1Z     - 1,270,340.    1,599,420.      MT  (+/- 180 meters Scaled)
 HZ1845
 HZ1845                          SUPERSEDED SURVEY CONTROL
 HZ1845
 HZ1845  NGVD 29 (10/08/05)  288.31   (m)          945.9    (f) RESET       3  
 HZ1845
 HZ1845.Superseded values are not recommended for survey control.
 HZ1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1845.See file dsdata.txt to determine how the superseded data were derived.
 HZ1845
 HZ1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH079932(NAD 83)
 HZ1845_MARKER: DR = REFERENCE MARK DISK
 HZ1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1845_SP_SET: CONCRETE POST
 HZ1845_STAMPING: CRITTENDEN NO 3 1949 1980
 HZ1845_MARK LOGO: NGS   
 HZ1845_PROJECTION: FLUSH
 HZ1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1845+STABILITY: SURFACE MOTION
 HZ1845
 HZ1845  HISTORY     - Date     Condition        Report By
 HZ1845  HISTORY     - 1980     MONUMENTED       NGS
 HZ1845  HISTORY     - 1985     GOOD             NGS
 HZ1845
 HZ1845                          STATION DESCRIPTION
 HZ1845
 HZ1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 HZ1845'0.75 MI SOUTH FROM CRITTEN.
 HZ1845'0.75 MILE SOUTH ALONG THE SOUTHERN RAILROAD FROM CRITTENDEN, IN THE
 HZ1845'NORTH EAST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 25 AND
 HZ1845'CRITTENDEN-MT ZION ROAD, 179 FEET WEST OF THE CENTERLINE OF THE
 HZ1845'HIGHWAY, 27 FEET WEST OF THE CENTERLINE OF A GRAVEL DRIVE, 6 FEET
 HZ1845'EAST OF A POWER POLE AND 17 FEET NORTH OF THE CENTERLINE OF THE
 HZ1845'ROAD.
 HZ1845
 HZ1845                          STATION RECOVERY (1985)
 HZ1845
 HZ1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ1845'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS. 1.0 KM (0.6 MI)
 HZ1845'SOUTHWEST ALONG U.S. HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAY 491
 HZ1845'LEADING NORTHWEST TO FLINGSVILLE IN CRITTENDEN TO THE JUNCTION OF MT
 HZ1845'ZION CRITTENDEN ROAD AND THE MARK ON THE RIGHT, IN THE NORTHWEST ANGLE
 HZ1845'OF THE JUNCTION, 54.56 METERS (179.0 FT) WEST OF THE CENTERLINE OF THE
 HZ1845'HIGHWAY, 13.20 METERS (43.3 FT) WEST OF STATION CRITTENDEN, 8.23
 HZ1845'METERS (27.0 FT) WEST OF THE CENTER OF A SHORT GRAVEL DRIVE LEADING
 HZ1845'NORTH INTO AN OPEN FIELD, 5.33 METERS (17.5 FT) NORTH OF THE CENTER OF
 HZ1845'MT ZION CRITTENDEN ROAD.
 HZ1845'THE MARK IS 0.43 METERS  N FROM  A WITNESS POST
 HZ1845'THE MARK IS 0.61 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1846 ***********************************************************************
 HZ1846  DESIGNATION -  CRITTENDEN RM 4
 HZ1846  PID         -  HZ1846
 HZ1846  STATE/COUNTY-  KY/GRANT
 HZ1846  USGS QUAD   -  WALTON (1984)
 HZ1846
 HZ1846                         *CURRENT SURVEY CONTROL
 HZ1846  ___________________________________________________________________
 HZ1846* NAD 83(1986)-  38 45 49.     (N)    084 36 22.     (W)     SCALED    
 HZ1846* NAVD 88     -       286.791  (meters)     940.91   (feet)  ADJUSTED  
 HZ1846  ___________________________________________________________________
 HZ1846  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ1846  DYNAMIC HT  -         286.603 (meters)     940.30  (feet)  COMP
 HZ1846  MODELED GRAV-     979,965.8   (mgal)                       NAVD 88
 HZ1846
 HZ1846  VERT ORDER  -  FIRST     CLASS II
 HZ1846
 HZ1846.The horizontal coordinates were scaled from a topographic map and have
 HZ1846.an estimated accuracy of +/- 6 seconds.
 HZ1846
 HZ1846.The orthometric height was determined by differential leveling
 HZ1846.and adjusted by the National Geodetic Survey in June 1991..
 HZ1846
 HZ1846.The geoid height was determined by GEOID03.
 HZ1846
 HZ1846.The dynamic height is computed by dividing the NAVD 88
 HZ1846.geopotential number by the normal gravity value computed on the
 HZ1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1846.degrees latitude (g = 980.6199 gals.).
 HZ1846
 HZ1846.The modeled gravity was interpolated from observed gravity values.
 HZ1846
 HZ1846;                    North         East    Units  Estimated Accuracy
 HZ1846;SPC KY1Z     - 1,270,340.    1,599,420.      MT  (+/- 180 meters Scaled)
 HZ1846
 HZ1846                          SUPERSEDED SURVEY CONTROL
 HZ1846
 HZ1846  NGVD 29 (10/08/05)  286.99   (m)          941.6    (f) RESET       3  
 HZ1846
 HZ1846.Superseded values are not recommended for survey control.
 HZ1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1846.See file dsdata.txt to determine how the superseded data were derived.
 HZ1846
 HZ1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH079932(NAD 83)
 HZ1846_MARKER: DR = REFERENCE MARK DISK
 HZ1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1846_SP_SET: CONCRETE POST
 HZ1846_STAMPING: CRITTENDEN NO 4 1949 1980
 HZ1846_MARK LOGO: CGS   
 HZ1846_PROJECTION: PROJECTING 10 CENTIMETERS
 HZ1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1846+STABILITY: SURFACE MOTION
 HZ1846
 HZ1846  HISTORY     - Date     Condition        Report By
 HZ1846  HISTORY     - 1980     MONUMENTED       NGS
 HZ1846  HISTORY     - 1985     GOOD             NGS
 HZ1846
 HZ1846                          STATION DESCRIPTION
 HZ1846
 HZ1846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 HZ1846'0.75 MI SOUTH FROM CRITTENDEN.
 HZ1846'0.75 MILE SOUTH ALONG THE SOUTHERN RAILROAD FROM CRITTENDEN, THE
 HZ1846'NORTHEAST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 25 AND CRITTENDEN
 HZ1846'MT ZION ROAD, 20 FEET SOUTH OF POWER POLE NO 538, 27 FEET NORTH OF
 HZ1846'THE CENTERLINE OF THE ROAD AND 53 FEET WEST OF THE CENTERLINE OF THE
 HZ1846'HIGHWAY.
 HZ1846'THE MARK IS 1.0 FT  NE FROM A WITNESS POST.
 HZ1846
 HZ1846                          STATION RECOVERY (1985)
 HZ1846
 HZ1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ1846'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  1.0 KM (0.6 MI)
 HZ1846'SOUTHWEST ALONG U.S. HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAY 491
 HZ1846'LEADING NORTHWEST TO FLINGSVILLE IN CRITTENDEN TO THE JUNCTION OF MT
 HZ1846'ZION CRITTENDEN ROAD AND THE MARK ON THE RIGHT, IN THE NORTHWEST ANGLE
 HZ1846'OF THE JUNCTION, 16.15 METERS (53.0 FT) WEST OF THE CENTERLINE OF THE
 HZ1846'HIGHWAY, 8.23 METERS (27.0 FT) NORTH OF THE CENTER OF THE MT ZION
 HZ1846'CRITTENDEN ROAD, 6.10 METERS (20.0 FT) SOUTH OF UTILITY POLE NO.  538
 HZ1846'WITH TEN GUY WIRES.
 HZ1846'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 HZ1846'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2350 ***********************************************************************
 GB2350  DESIGNATION -  CROCUS
 GB2350  PID         -  GB2350
 GB2350  STATE/COUNTY-  KY/ADAIR
 GB2350  USGS QUAD   -  CREELSBORO (1982)
 GB2350
 GB2350                         *CURRENT SURVEY CONTROL
 GB2350  ___________________________________________________________________
 GB2350* NAD 83(1993)-  36 59 18.75066(N)    085 13 06.78945(W)     ADJUSTED  
 GB2350* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 GB2350  ___________________________________________________________________
 GB2350  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 GB2350  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GB2350
 GB2350  HORZ ORDER  -  SECOND
 GB2350
 GB2350.The horizontal coordinates were established by classical geodetic methods
 GB2350.and adjusted by the National Geodetic Survey in December 1995..
 GB2350
 GB2350.The orthometric height was scaled from a topographic map.
 GB2350
 GB2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2350
 GB2350.The geoid height was determined by GEOID03.
 GB2350
 GB2350;                    North         East     Units Scale Factor Converg.
 GB2350;SPC KY1Z     - 1,072,853.743 1,547,312.998   MT  1.00002403   +0 19 34.6
 GB2350;SPC KY1Z     - 3,519,854.32  5,076,476.06   sFT  1.00002403   +0 19 34.6
 GB2350;SPC KY S     -   572,843.812   547,310.140   MT  0.99996349   +0 19 20.3
 GB2350;SPC KY S     - 1,879,405.07  1,795,633.35   sFT  0.99996349   +0 19 20.3
 GB2350;UTM  16      - 4,095,084.412   658,537.080   MT  0.99990963   +1 04 19.3
 GB2350
 GB2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2350!SPC KY1Z     -   0.99995659  x   1.00002403  =   0.99998062
 GB2350!SPC KY S     -   0.99995659  x   0.99996349  =   0.99992008
 GB2350!UTM  16      -   0.99995659  x   0.99990963  =   0.99986622
 GB2350
 GB2350|---------------------------------------------------------------------|
 GB2350| PID    Reference Object                     Distance      Geod. Az  |
 GB2350|                                                           dddmmss.s |
 GB2350| CG5176 CROCUS RM 1                          25.199 METERS 01144     |
 GB2350| GZ2713 RUSSELL SPRINGS MUNICIPAL TANK      APPROX.14.0 KM 0571742.7 |
 GB2350| CG5175 CROCUS AZ MK                                       1050827.1 |
 GB2350| CG5177 CROCUS RM 2                          20.885 METERS 26607     |
 GB2350|---------------------------------------------------------------------|
 GB2350
 GB2350                          SUPERSEDED SURVEY CONTROL
 GB2350
 GB2350  NAD 83(1986)-  36 59 18.76082(N)    085 13 06.79693(W) AD(       ) 2
 GB2350  NAD 27      -  36 59 18.53100(N)    085 13 06.94300(W) AD(       ) 2
 GB2350
 GB2350.Superseded values are not recommended for survey control.
 GB2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2350.See file dsdata.txt to determine how the superseded data were derived.
 GB2350
 GB2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5853795084(NAD 83)
 GB2350_MARKER: DS = TRIANGULATION STATION DISK
 GB2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2350
 GB2350  HISTORY     - Date     Condition        Report By
 GB2350  HISTORY     - 1951     MONUMENTED       CGS
 GB2350
 GB2350                          STATION DESCRIPTION
 GB2350
 GB2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GB2350'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHEAST OF COLUMBIA AND ABOUT
 GB2350'8 MILES SOUTHWEST OF RUSSELL SPRINGS. IT IS 41 FEET SOUTHWEST OF A 12
 GB2350'INCH OAK TREE, 26 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 19 FEET
 GB2350'NORTHEAST OF A WHITE WITNESS POST AND THE NORTHWEST CORNER OF SMALL
 GB2350'FRAME BUILDING, 17 FEET NORTH OF THE NORTHEAST CORNER OF THE SMALL
 GB2350'FRAME BUILDING AND 12 FEET EAST OF AN NORTH-SOUTH FENCELINE. THE
 GB2350'MARK IS FLUSH AND THE DISK IS STAMPED CROCUS 1951.
 GB2350'
 GB2350'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTER OF GRAVEL ROAD AND
 GB2350'1 FOOT EAST OF THE NORTH-SOUTH FENCELINE. THE MARK IS FLUSH AND THE
 GB2350'DISK IS STAMPED CROCUS NO 1 1951.
 GB2350'
 GB2350'REFERENCE MARK NO. 2 IS 39 FEET WEST OF THE CENTER OF GRAVEL ROAD, 29
 GB2350'FEET NORTHWEST OF AN 18 INCH TWIN OAK TREE AND 1 FOOT EAST OF A
 GB2350'FENCELINE. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CROCUS
 GB2350'NO 2 1951.
 GB2350'
 GB2350'AZIMUTH MARK IS 27 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY NO.
 GB2350'55, 1 FOOT WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTHEAST OF AN
 GB2350'EAST-WEST FENCELINE. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 GB2350'STAMPED CROCUS 1951.
 GB2350'
 GB2350'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN COLUMBIA, GO SOUTH ON
 GB2350'STATE HIGHWAYS NO. 80 AND NO. 55 FOR 0.55 MILE TO THE JUNCTION OF
 GB2350'THESE TWO HIGHWAYS, TURN RIGHT ON STATE HIGHWAY NO. 55 AND GO 4.45
 GB2350'MILES TO THE JUNCTION OF STATE HIGHWAY NO. 92, CONTINUE ON
 GB2350'STATE HIGHWAY NO. 55 FOR 5.8 MILES TO A T-ROAD RIGHT,* TURN RIGHT AND
 GB2350'GO 0.15 MILE TO A T-ROAD INTERSECTION, TURN LEFT AND GO 0.1 MILE
 GB2350'TO TOP OF HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 GB2350'
 GB2350'TO REACH THE AZIMUTH MARK FROM THIS POINT,* CONTINUE ON STATE HIGHWAY
 GB2350'NO.55 FOR 0.3 MI TO THE AZIMUTH MARK ON THE LEFT.
 GB2350'
 GB2350'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1480 ***********************************************************************
 HA1480  DESIGNATION -  CROW
 HA1480  PID         -  HA1480
 HA1480  STATE/COUNTY-  KY/OHIO
 HA1480  USGS QUAD   -  FORDSVILLE (1953)
 HA1480
 HA1480                         *CURRENT SURVEY CONTROL
 HA1480  ___________________________________________________________________
 HA1480* NAD 83(1993)-  37 38 58.07672(N)    086 38 37.30635(W)     ADJUSTED  
 HA1480* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 HA1480  ___________________________________________________________________
 HA1480  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 HA1480  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 HA1480
 HA1480  HORZ ORDER  -  FIRST
 HA1480
 HA1480.The horizontal coordinates were established by classical geodetic methods
 HA1480.and adjusted by the National Geodetic Survey in December 1995..
 HA1480
 HA1480.The orthometric height was scaled from a topographic map.
 HA1480
 HA1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1480
 HA1480.The geoid height was determined by GEOID03.
 HA1480
 HA1480;                    North         East     Units Scale Factor Converg.
 HA1480;SPC KY1Z     - 1,146,445.241 1,421,140.390   MT  0.99991275   -0 32 55.3
 HA1480;SPC KY1Z     - 3,761,295.76  4,662,524.76   sFT  0.99991275   -0 32 55.3
 HA1480;SPC KY S     -   646,431.895   421,136.594   MT  0.99996050   -0 32 31.2
 HA1480;SPC KY S     - 2,120,835.31  1,381,678.98   sFT  0.99996050   -0 32 31.2
 HA1480;UTM  16      - 4,166,983.374   531,430.888   MT  0.99961217   +0 13 03.5
 HA1480
 HA1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1480!SPC KY1Z     -   0.99996648  x   0.99991275  =   0.99987923
 HA1480!SPC KY S     -   0.99996648  x   0.99996050  =   0.99992698
 HA1480!UTM  16      -   0.99996648  x   0.99961217  =   0.99957866
 HA1480
 HA1480:                Primary Azimuth Mark                     Grid Az
 HA1480:SPC KY1Z     -  CROW AZ MK                               224 49 00.1
 HA1480:SPC KY S     -  CROW AZ MK                               224 48 36.0
 HA1480:UTM  16      -  CROW AZ MK                               224 03 01.3
 HA1480
 HA1480|---------------------------------------------------------------------|
 HA1480| PID    Reference Object                     Distance      Geod. Az  |
 HA1480|                                                           dddmmss.s |
 HA1480| CG8434 CROW AZ MK                                         2241604.8 |
 HA1480| CG8435 CROW RM 1                            21.062 METERS 23544     |
 HA1480| CG8436 CROW RM 2                            21.398 METERS 31205     |
 HA1480|---------------------------------------------------------------------|
 HA1480
 HA1480                          SUPERSEDED SURVEY CONTROL
 HA1480
 HA1480  NAD 83(1986)-  37 38 58.08581(N)    086 38 37.31236(W) AD(       ) 1
 HA1480  NAD 27      -  37 38 57.90000(N)    086 38 37.37100(W) AD(       ) 1
 HA1480
 HA1480.Superseded values are not recommended for survey control.
 HA1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1480.See file dsdata.txt to determine how the superseded data were derived.
 HA1480
 HA1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3143166983(NAD 83)
 HA1480_MARKER: DS = TRIANGULATION STATION DISK
 HA1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1480
 HA1480  HISTORY     - Date     Condition        Report By
 HA1480  HISTORY     - 1950     MONUMENTED       CGS
 HA1480
 HA1480                          STATION DESCRIPTION
 HA1480
 HA1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1480'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF MC QUADY AND 5 MILES
 HA1480'EAST OF FORDSVILLE AND IS ON PROPERTY OWNED BY MRS.  W. M. CROW.  IT
 HA1480'IS 23 FEET NORTH OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 HA1480'NORTH SIDE, 21 FEET EAST OF AN 18 INCH OAK TREE WITH A TRIANGLE
 HA1480'BLAZE ON THE SOUTHWEST SIDE, 18 FEET SOUTH OF A 12 INCH OAK TREE WITH
 HA1480'A TRIANGLE BLAZE ON THE SOUTH SIDE AND 5 FEET NORTH OF A WHITE
 HA1480'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 HA1480'STAMPED CROW 1950.
 HA1480'
 HA1480'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE HILL AND IS ABOUT 5
 HA1480'FEET LOWER IN ELEVATION THAN THE STATION.  THE MARK IS FLUSH
 HA1480'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CROW NO 1
 HA1480'1950.
 HA1480'
 HA1480'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF THE HILL AND IS
 HA1480'ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.  THE MARK IS FLUSH
 HA1480'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CROW NO 2
 HA1480'1950.
 HA1480'
 HA1480'AZIMUTH MARK IS 100 FEET SOUTH OF A T ROAD INTERSECTION, 13 FEET WEST
 HA1480'OF THE CENTER OF A DIRT ROAD AND 2 FEET SOUTH OF A WHITE WITNESS
 HA1480'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CROW
 HA1480'1950.
 HA1480'
 HA1480'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 261 AND 54
 HA1480'ABOUT 1-1/2 MI E OF FORDSVILLE, GO SE ON HIGHWAY 54 FOR
 HA1480'6.3 MILES TO A CROSSROAD, TURN LEFT AND GO NORTH AND WEST ON GRAVEL
 HA1480'ROAD FOR 4.7 MILES TO THE ASKIN POST OFFICE, CONTINUE ACROSS BRIDGE
 HA1480'TO A T ROAD RIGHT JUST AFTER CROSSING BRIDGE, KEEP LEFT ON DIRT ROAD
 HA1480'FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 HA1480'ABOUT 100 FEET TO A T ROAD RIGHT, TURN RIGHT ON DIRT ROAD FOR ABOUT
 HA1480'0.2 MILE AND END OF TRUCK TRAVEL, FROM HERE PACK IN A SOUTHEASTERLY
 HA1480'DIRECTION FOR ABOUT 0.1 MILE TO THE TOP OF THE HILL AND STATION
 HA1480'SITE.  THIS IS ABOUT A 15 MINUTE PACK.
 HA1480'
 HA1480'INITIAL STATION VISIBLE FROM THE GROUND.
 HA1480'
 HA1480'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1410 ***********************************************************************
 HA1410  DESIGNATION -  CROWDER
 HA1410  PID         -  HA1410
 HA1410  STATE/COUNTY-  KY/GRAYSON
 HA1410  USGS QUAD   -  BEE SPRING (1979)
 HA1410
 HA1410                         *CURRENT SURVEY CONTROL
 HA1410  ___________________________________________________________________
 HA1410* NAD 83(1993)-  37 20 29.79949(N)    086 22 20.45555(W)     ADJUSTED  
 HA1410* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 HA1410  ___________________________________________________________________
 HA1410  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 HA1410  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HA1410
 HA1410  HORZ ORDER  -  SECOND
 HA1410
 HA1410.The horizontal coordinates were established by classical geodetic methods
 HA1410.and adjusted by the National Geodetic Survey in December 1995..
 HA1410
 HA1410.The orthometric height was scaled from a topographic map.
 HA1410
 HA1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1410
 HA1410.The geoid height was determined by GEOID03.
 HA1410
 HA1410;                    North         East     Units Scale Factor Converg.
 HA1410;SPC KY1Z     - 1,112,086.105 1,444,855.770   MT  0.99994822   -0 22 55.6
 HA1410;SPC KY1Z     - 3,648,569.16  4,740,330.97   sFT  0.99994822   -0 22 55.6
 HA1410;SPC KY S     -   612,074.339   444,855.915   MT  0.99994541   -0 22 38.8
 HA1410;SPC KY S     - 2,008,113.89  1,459,498.11   sFT  0.99994541   -0 22 38.8
 HA1410;UTM  16      - 4,132,954.191   555,595.407   MT  0.99963807   +0 22 50.6
 HA1410
 HA1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1410!SPC KY1Z     -   0.99996662  x   0.99994822  =   0.99991484
 HA1410!SPC KY S     -   0.99996662  x   0.99994541  =   0.99991203
 HA1410!UTM  16      -   0.99996662  x   0.99963807  =   0.99960470
 HA1410
 HA1410|---------------------------------------------------------------------|
 HA1410| PID    Reference Object                     Distance      Geod. Az  |
 HA1410|                                                           dddmmss.s |
 HA1410| CG8438 CROWDER RM 1                         20.222 METERS 13400     |
 HA1410| CG8439 CROWDER RM 2                         17.618 METERS 23852     |
 HA1410| CG8437 CROWDER AZ MK                                      3194515.7 |
 HA1410|---------------------------------------------------------------------|
 HA1410
 HA1410                          SUPERSEDED SURVEY CONTROL
 HA1410
 HA1410  NAD 83(1986)-  37 20 29.80829(N)    086 22 20.46227(W) AD(       ) 2
 HA1410  NAD 27      -  37 20 29.62700(N)    086 22 20.53800(W) AD(       ) 2
 HA1410
 HA1410.Superseded values are not recommended for survey control.
 HA1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1410.See file dsdata.txt to determine how the superseded data were derived.
 HA1410
 HA1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG5559532954(NAD 83)
 HA1410_MARKER: DS = TRIANGULATION STATION DISK
 HA1410_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA1410
 HA1410  HISTORY     - Date     Condition        Report By
 HA1410  HISTORY     - 1952     MONUMENTED       CGS
 HA1410
 HA1410                          STATION DESCRIPTION
 HA1410
 HA1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1410'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF BROWNSVILLE, ABOUT 10
 HA1410'MILES SOUTH OF LEITCHFIELD, ON A WOODED HILL ABOUT 1.0 MILE NORTH OF
 HA1410'THE VILLAGE OF SOUTH, ON PROPERTY OF MR. ROY L. HAZELIPS. IT IS 19
 HA1410'FEET SOUTH OF A 6 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 HA1410'SOUTH SIDE OF THE TREE, 16 FEET SOUTHEAST OF A 10 INCH MAPLE TREE
 HA1410'WITH A TRIANGLE BLAZE ON THE EAST SIDE OF THE TREE AND 3 FEET SOUTH
 HA1410'OF A WHITE WITNESS POST. THE MARK IS A 6 INCH CONCRETE PIPE FILLED
 HA1410'WITH CONCRETE WITH A STANDARD STATION MARK DISK SET IN THE TOP.
 HA1410'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CROWDER
 HA1410'1952.
 HA1410'
 HA1410'REFERENCE MARK NO. 1 IS A 6 INCH IRON PIPE FILLED WITH CONCRETE WITH
 HA1410'A STANDARD REFERENCE MARK DISK SET IN THE TOP.  THE MARK PROJECTS
 HA1410'ABOUT 6 INCHES AND THE DISK IS STAMPED CROWDER NO 1 1952.
 HA1410'
 HA1410'REFERENCE MARK NO. 2 IS A 6 INCH IRON PIPE FILLED WITH CONCRETE WITH
 HA1410'A STANDARD REFERENCE MARK DISK SET IN THE TOP.  THE MARK PROJECTS
 HA1410'ABOUT 6 INCHES AND THE DISK IS STAMPED CROWDER NO 2 1952.
 HA1410'
 HA1410'AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF STATE HIGHWAY 187, 16
 HA1410'FEET NORTH OF THE CENTER OF A GRAVEL FARM ROAD, 2 FEET NORTH OF
 HA1410'A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE. THE MARK
 HA1410'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED CROWDER 1952.
 HA1410'
 HA1410'TO REACH THE STATION FROM THE EDMONSON COUNTY COURTHOUSE IN
 HA1410'BROWNSVILLE, GO NORTHWEST ON STATE HIGHWAY 65 FOR 1.4 MILES TO
 HA1410'JUNCTION WITH STATE HIGHWAY 70, TURN LEFT AND GO NORTHWEST ON HIGHWAY
 HA1410'70 FOR 6.0 MILES TO JUNCTION WITH STATE HIGHWAY 187, TURN
 HA1410'RIGHT AND GO NORTH ON HIGHWAY 187 FOR 6.55 MILES TO THE VILLAGE OF
 HA1410'SOUTH, CONTINUE NORTH ON HIGHWAY FOR 0.8 MILE TO A WHITE HOUSE
 HA1410'ON THE RIGHT, CONTINUE ON HIGHWAY FOR 0.2 MILE TO HIGHEST POINT OF
 HA1410'ROAD WHERE IT PASSES OVER THE HILL, THIS IS THE END OF TRUCK
 HA1410'TRAVEL. PACK IN AN EASTERLY DIRECTION THROUGH WOODS TO HIGHEST POINT
 HA1410'OF HILL AND STATION. THIS IS ABOUT A 10 MINUTE, 0.15 MILE PACK.
 HA1410'
 HA1410'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, CONTINUE
 HA1410'NORTH ON HIGHWAY FOR 0.4 MILE TO A GRAVEL FARM CROSSROAD AND
 HA1410'THE MARK ON THE LEFT AS DESCRIBED.
 HA1410'
 HA1410'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2829 ***********************************************************************
 GZ2829  DESIGNATION -  CRUTCHER
 GZ2829  PID         -  GZ2829
 GZ2829  STATE/COUNTY-  KY/HARDIN
 GZ2829  USGS QUAD   -  VINE GROVE (1991)
 GZ2829
 GZ2829                         *CURRENT SURVEY CONTROL
 GZ2829  ___________________________________________________________________
 GZ2829* NAD 83(1993)-  37 47 23.34876(N)    085 54 26.80234(W)     ADJUSTED  
 GZ2829* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 GZ2829  ___________________________________________________________________
 GZ2829  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 GZ2829  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 GZ2829
 GZ2829  HORZ ORDER  -  THIRD
 GZ2829
 GZ2829.The horizontal coordinates were established by classical geodetic methods
 GZ2829.and adjusted by the National Geodetic Survey in December 1995..
 GZ2829
 GZ2829.The orthometric height was scaled from a topographic map.
 GZ2829
 GZ2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2829
 GZ2829.The geoid height was determined by GEOID03.
 GZ2829
 GZ2829;                    North         East     Units Scale Factor Converg.
 GZ2829;SPC KY1Z     - 1,161,655.900 1,486,133.144   MT  0.99990608   -0 05 48.0
 GZ2829;SPC KY1Z     - 3,811,199.40  4,875,755.16   sFT  0.99990608   -0 05 48.0
 GZ2829;SPC KY S     -   661,647.929   486,132.161   MT  0.99997696   -0 05 43.7
 GZ2829;SPC KY S     - 2,170,756.58  1,594,918.60   sFT  0.99997696   -0 05 43.7
 GZ2829;SPC KY N     -    33,482.631   354,011.297   MT  1.00003147   -1 01 51.8
 GZ2829;SPC KY N     -   109,850.93  1,161,452.06   sFT  1.00003147   -1 01 51.8
 GZ2829;UTM  16      - 4,183,057.488   596,197.994   MT  0.99971398   +0 40 10.3
 GZ2829
 GZ2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2829!SPC KY1Z     -   0.99996499  x   0.99990608  =   0.99987107
 GZ2829!SPC KY S     -   0.99996499  x   0.99997696  =   0.99994195
 GZ2829!SPC KY N     -   0.99996499  x   1.00003147  =   0.99999646
 GZ2829!UTM  16      -   0.99996499  x   0.99971398  =   0.99967898
 GZ2829
 GZ2829|---------------------------------------------------------------------|
 GZ2829| PID    Reference Object                     Distance      Geod. Az  |
 GZ2829|                                                           dddmmss.s |
 GZ2829| CG8441 CRUTCHER RM 1                        26.829 METERS 11621     |
 GZ2829| CG8440 CRUTCHER AZ MK                                     2391124.1 |
 GZ2829| CG8442 CRUTCHER RM 2                        28.835 METERS 27406     |
 GZ2829|---------------------------------------------------------------------|
 GZ2829
 GZ2829                          SUPERSEDED SURVEY CONTROL
 GZ2829
 GZ2829  NAD 83(1986)-  37 47 23.35564(N)    085 54 26.80992(W) AD(       ) 3
 GZ2829  NAD 27      -  37 47 23.11300(N)    085 54 26.92100(W) AD(       ) 3
 GZ2829
 GZ2829.Superseded values are not recommended for survey control.
 GZ2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2829.See file dsdata.txt to determine how the superseded data were derived.
 GZ2829
 GZ2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9619883057(NAD 83)
 GZ2829_MARKER: DS = TRIANGULATION STATION DISK
 GZ2829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2829
 GZ2829  HISTORY     - Date     Condition        Report By
 GZ2829  HISTORY     - 1951     MONUMENTED       CGS
 GZ2829
 GZ2829                          STATION DESCRIPTION
 GZ2829
 GZ2829'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2829'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF ELIZABETHTOWN ON
 GZ2829'PROPERTY OWNED BY MR. CARL BARTON. IT IS 86 FEET SOUTHEAST
 GZ2829'OF THE INTERSECTION OF STATE HIGHWAY 434 AND A DIRT CROSSROAD, 118
 GZ2829'FEET NORTHEAST OF THE NORTHEAST CORNER OF MR. BARTONS HOUSE, 31
 GZ2829'FEET NORTHWEST OF A POWER LINE POLE AND 15 FEET SOUTH OF THE EDGE OF
 GZ2829'AN EMBANKMENT. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GZ2829'STAMPED CRUTCHER 1951.
 GZ2829'
 GZ2829'REFERENCE MARK NO. 1 IS 59 FEET SOUTHEAST OF THE POWER LINE POLE, 52
 GZ2829'FEET NORTHEAST OF A 30 INCH OAK TREE. THE MARK IS FLUSH WITH THE
 GZ2829'GROUND AND THE DISK IS STAMPED CRUTCHER NO 1 1951.
 GZ2829'
 GZ2829'REFERENCE MARK NO. 2 IS 63 FEET SOUTHWEST OF THE INTERSECTION AND 23
 GZ2829'FEET WEST OF THE CENTER OF THE DIRT ROAD. THE MARK PROJECTS ABOUT 2
 GZ2829'INCHES AND THE DISK IS STAMPED CRUTCHER NO 2 1951.
 GZ2829'
 GZ2829'AZIMUTH MARK IS 220 FEET WEST OF THE CENTER OF U.S. HIGHWAY 31W, 68
 GZ2829'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 65 FEET
 GZ2829'NORTH OF THE NORTHWEST CORNER OF ANOTHER FRAME HOUSE, 9 FEET SOUTH OF
 GZ2829'THE CENTER OF A GRAVEL ROAD AND 2 FEET NORTHEAST OF A WHITE WITNESS
 GZ2829'POST AND FENCE CORNER. THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GZ2829'IS STAMPED CRUTCHER 1951.
 GZ2829'
 GZ2829'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 W AND STATE
 GZ2829'HIGHWAY 434, WHICH IS ABOUT 7 MILES NORTHWEST OF ELIZABETHTOWN, GO
 GZ2829'EAST ON HIGHWAY 434 FOR 0.25 MILE TO THE TOP OF A HILL AND THE
 GZ2829'STATION ON THE RIGHT AS DESCRIBED.
 GZ2829'
 GZ2829'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 31W AND
 GZ2829'STATE HIGHWAY 434, GO SOUTH ON HIGHWAY 31W FOR 0.15 MILE TO A
 GZ2829'PRIVATE GRAVEL ROAD ON THE RIGHT, TURN RIGHT AND GO WEST FOR ABOUT
 GZ2829'200 FEET AND THE MARK ON THE LEFT AS DESCRIBED. MARK IS ON PROPERTY
 GZ2829'OF MR. J.R. STILES.
 GZ2829'
 GZ2829'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1357 ***********************************************************************
 HA1357  DESIGNATION -  CUB RUN
 HA1357  PID         -  HA1357
 HA1357  STATE/COUNTY-  KY/HART
 HA1357  USGS QUAD   -  CUB RUN (1966)
 HA1357
 HA1357                         *CURRENT SURVEY CONTROL
 HA1357  ___________________________________________________________________
 HA1357* NAD 83(1993)-  37 17 50.71691(N)    086 03 49.58482(W)     ADJUSTED  
 HA1357* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 HA1357  ___________________________________________________________________
 HA1357  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 HA1357  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HA1357
 HA1357  HORZ ORDER  -  THIRD
 HA1357
 HA1357.The horizontal coordinates were established by classical geodetic methods
 HA1357.and adjusted by the National Geodetic Survey in December 1995..
 HA1357
 HA1357.The orthometric height was scaled from a topographic map.
 HA1357
 HA1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1357
 HA1357.The geoid height was determined by GEOID03.
 HA1357
 HA1357;                    North         East     Units Scale Factor Converg.
 HA1357;SPC KY1Z     - 1,107,044.910 1,472,180.938   MT  0.99995565   -0 11 33.5
 HA1357;SPC KY1Z     - 3,632,029.84  4,829,980.29   sFT  0.99995565   -0 11 33.5
 HA1357;SPC KY S     -   607,034.851   472,181.216   MT  0.99994561   -0 11 25.1
 HA1357;SPC KY S     - 1,991,580.17  1,549,147.87   sFT  0.99994561   -0 11 25.1
 HA1357;UTM  16      - 4,128,277.935   582,977.157   MT  0.99968481   +0 34 02.4
 HA1357
 HA1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1357!SPC KY1Z     -   0.99996242  x   0.99995565  =   0.99991807
 HA1357!SPC KY S     -   0.99996242  x   0.99994561  =   0.99990803
 HA1357!UTM  16      -   0.99996242  x   0.99968481  =   0.99964724
 HA1357
 HA1357|---------------------------------------------------------------------|
 HA1357| PID    Reference Object                     Distance      Geod. Az  |
 HA1357|                                                           dddmmss.s |
 HA1357| CG8446 CUB RUN RM 1                         18.518 METERS 06643     |
 HA1357| CG8447 CUB RUN RM 2                         17.346 METERS 24714     |
 HA1357| HA1363 MID VALLEY OIL RAD RELAY TWR        APPROX.19.5 KM 3075212.1 |
 HA1357|---------------------------------------------------------------------|
 HA1357
 HA1357                          SUPERSEDED SURVEY CONTROL
 HA1357
 HA1357  NAD 83(1986)-  37 17 50.72530(N)    086 03 49.59221(W) AD(       ) 3
 HA1357  NAD 27      -  37 17 50.52200(N)    086 03 49.70500(W) AD(       ) 3
 HA1357
 HA1357.Superseded values are not recommended for survey control.
 HA1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1357.See file dsdata.txt to determine how the superseded data were derived.
 HA1357
 HA1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG8297728278(NAD 83)
 HA1357_MARKER: DS = TRIANGULATION STATION DISK
 HA1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1357
 HA1357  HISTORY     - Date     Condition        Report By
 HA1357  HISTORY     - 1952     MONUMENTED       CGS
 HA1357
 HA1357                          STATION DESCRIPTION
 HA1357
 HA1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1357'STATION IS LOCATED ON THE PROPERTY OF H.E. REAMS ABOUT 10 MILES WEST
 HA1357'OF MUNFORDVILLE AND ABOUT 1 MILE SOUTH OF CUB RUN.  IT IS 15 FEET
 HA1357'NORTHWEST OF CENTER OF A GRAVEL ROAD, 4 FEET NORTHEAST OF A WHITE
 HA1357'WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE. THE MARK
 HA1357'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CUB RUN 1952.
 HA1357'
 HA1357'REFERENCE MARK NO. 1 IS 15 FEET NORTHWEST OF CENTER OF GRAVEL ROAD
 HA1357'AND 1 FOOT NORTHWEST OF A FENCE. THE MARK PROJECTS ABOUT 4 INCHES
 HA1357'AND THE DISK IS STAMPED CUB RUN NO 1 1952.
 HA1357'
 HA1357'REFERENCE MARK NO. 2 IS 15 FEET NORTHWEST OF CENTER OF GRAVEL ROAD
 HA1357'AND 1 FOOT NORTHWEST OF A FENCE. THE MARK PROJECTS ABOUT 4 INCHES
 HA1357'AND THE DISK IS STAMPED CUB RUN NO 2 1952.
 HA1357'
 HA1357'NO AZIMUTH MARK WAS SET AT THIS STATION. MID VALLEY OIL CO. RADIO
 HA1357'RELAY TOWER CAN BE USED AS AN AZIMUTH.
 HA1357'
 HA1357'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 88 AND A
 HA1357'GRAVEL CROSSROAD IN CUB RUN, GO SOUTH ON GRAVEL ROAD FOR 0.65
 HA1357'MILE TO A FORK. TAKE RIGHT FORK AND GO 0.1 MILE TO THE STATION ON THE
 HA1357'RIGHT AS DESCRIBED.
 HA1357'
 HA1357'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2517 ***********************************************************************
 GB2517  DESIGNATION -  CUMBERLAND
 GB2517  PID         -  GB2517
 GB2517  STATE/COUNTY-  KY/WHITLEY
 GB2517  USGS QUAD   -  CUMBERLAND FALLS (1981)
 GB2517
 GB2517                         *CURRENT SURVEY CONTROL
 GB2517  ___________________________________________________________________
 GB2517* NAD 83(1993)-  36 50 58.99726(N)    084 19 24.89036(W)     ADJUSTED  
 GB2517* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 GB2517  ___________________________________________________________________
 GB2517  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 GB2517  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GB2517
 GB2517  HORZ ORDER  -  SECOND
 GB2517
 GB2517.The horizontal coordinates were established by classical geodetic methods
 GB2517.and adjusted by the National Geodetic Survey in December 1995..
 GB2517
 GB2517.The orthometric height was scaled from a topographic map.
 GB2517
 GB2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2517
 GB2517.The geoid height was determined by GEOID03.
 GB2517
 GB2517;                    North         East     Units Scale Factor Converg.
 GB2517;SPC KY1Z     - 1,058,284.905 1,627,220.605   MT  1.00006409   +0 52 32.8
 GB2517;SPC KY1Z     - 3,472,056.39  5,338,639.60   sFT  1.00006409   +0 52 32.8
 GB2517;SPC KY S     -   558,265.780   627,210.144   MT  0.99998091   +0 51 54.3
 GB2517;SPC KY S     - 1,831,576.98  2,057,771.95   sFT  0.99998091   +0 51 54.3
 GB2517;UTM  16      - 4,081,545.608   738,629.676   MT  1.00030158   +1 36 21.1
 GB2517
 GB2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2517!SPC KY1Z     -   0.99994030  x   1.00006409  =   1.00000438
 GB2517!SPC KY S     -   0.99994030  x   0.99998091  =   0.99992121
 GB2517!UTM  16      -   0.99994030  x   1.00030158  =   1.00024186
 GB2517
 GB2517:                Primary Azimuth Mark                     Grid Az
 GB2517:SPC KY1Z     -  KING                                     089 04 55.1
 GB2517:SPC KY S     -  KING                                     089 05 33.6
 GB2517:UTM  16      -  KING                                     088 21 06.8
 GB2517
 GB2517|---------------------------------------------------------------------|
 GB2517| PID    Reference Object                     Distance      Geod. Az  |
 GB2517|                                                           dddmmss.s |
 GB2517| GB2482 KING                                APPROX.20.6 KM 0895727.9 |
 GB2517| DC2977 PINNACLE AZ MK                                     1015441.3 |
 GB2517| GB2518 PINNACLE RM 1                        21.061 METERS 16044     |
 GB2517| DB9136 CUMBERLAND RM 1                      28.200 METERS 33738     |
 GB2517| GB2522 PINNACLE                             24.110 METERS 34104     |
 GB2517| GB2521 PINNACLE KNOB LOOKOUT TOWER          24.498 METERS 34115     |
 GB2517|---------------------------------------------------------------------|
 GB2517
 GB2517                          SUPERSEDED SURVEY CONTROL
 GB2517
 GB2517  NAD 83(1986)-  36 50 59.00615(N)    084 19 24.89422(W) AD(       ) 2
 GB2517  NAD 27      -  36 50 58.71400(N)    084 19 25.12400(W) AD(       ) 2
 GB2517
 GB2517.Superseded values are not recommended for survey control.
 GB2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2517.See file dsdata.txt to determine how the superseded data were derived.
 GB2517
 GB2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF3863081546(NAD 83)
 GB2517_MARKER: DS = TRIANGULATION STATION DISK
 GB2517_SETTING: 0 = UNSPECIFIED SETTING
 GB2517
 GB2517  HISTORY     - Date     Condition        Report By
 GB2517  HISTORY     - 1950     MONUMENTED       CGS
 GB2517  HISTORY     - 1980     GOOD             NGS
 GB2517
 GB2517                          STATION DESCRIPTION
 GB2517
 GB2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2517'STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF WILLIAMSBURG ON THE
 GB2517'HIGHEST POINT IN THE
 GB2517'CUMBERLAND FALLS STATE PARK NEAR PINNACLE KNOB LOOKOUT
 GB2517'TOWER AND ON LAND OWNED BY U.S.
 GB2517'FOREST SERVICE.  IT IS 68 FEET SOUTH
 GB2517'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 31 FEET
 GB2517'SOUTH OF A 12 INCH
 GB2517'PINE TREE, 12 FEET WEST OF A TELEPHONE POLE AND 4 FEET SOUTHWEST OF A
 GB2517'WHITE WITNESS
 GB2517'POST.  THE MARK IS A 6 INCH CAST IRON PIPE THAT
 GB2517'PROJECTS ABOUT 3 INCHES WITH A
 GB2517'DISK CEMENTED IN THE TOP STAMPED
 GB2517'CUMBERLAND 1950.
 GB2517'
 GB2517'REFERENCE MARK NO. 1 IS IN THE SOUTHEAST CORNER OF THE CONCRETE BASE
 GB2517'OF THE NORTH LEG OF THE
 GB2517'LOOKOUT TOWER.  THE DISK IS CEMENTED IN A DRILL HOLE
 GB2517'IN THE CONCRETE BASE AND STAMPED
 GB2517'CUMBERLAND NO 1 1950.
 GB2517'
 GB2517'PINNACLE (USE) IS UNDER THE CONCRETE COVER OF THE WELL UNDER THE
 GB2517'LOOKOUT TOWER.  THE DISK HAS
 GB2517'BEEN BROKEN OFF AND ONLY THE STEM REMAINS IN THE DRILL HOLE.
 GB2517'
 GB2517'PINNACLE NO. 1 (USE) IS 25 FEET SOUTH OF A 12 INCH PINE TREE WITH AN
 GB2517'OLD TRIANGLE BLAZE ON
 GB2517'THE SOUTH SIDE.  THE MARK IS A STANDARD USED DISK
 GB2517'SET IN A DRILL HOLE IN OUTCROPPING
 GB2517'BED ROCK AND STAMPED 1.
 GB2517'
 GB2517'PINNACLE AZIMUTH MARK (USE) IS ON TOP OF A STONE POST AT THE EAST END
 GB2517'OF A CONCRETE BRIDGE ON
 GB2517'THE NORTH SIDE OF STATE HIGHWAY 90.  IT IS 65 FEET
 GB2517'WEST OF THE CENTER OF A STONE
 GB2517'ENTRANCE TO A ROADSIDE PICNIC TABLE AND
 GB2517'14 FEET NORTH OF THE CENTER OF THE HIGHWAY.  IT
 GB2517'IS A STANDARD USE
 GB2517'DISK CEMENTED IN THE CENTER OF THE TOP OF THE CONCRETE POST THAT
 GB2517'PROJECTS ABOUT
 GB2517'7 FEET ABOVE THE GROUND AND STAMPED AZ.  MK.  PINNACLE
 GB2517'TO REACH THE STATION FROM THE
 GB2517'JUNCTION OF U.S. HIGHWAY 25W AND STATE HIGHWAY 90
 GB2517'ABOUT 11 MILES NORTHWEST OF WILLIAMSBURG, GO
 GB2517'WESTERLY ON HIGHWAY 90
 GB2517'FOR 5.5 MILES TO A CONCRETE BRIDGE AND PINNACLE AZIMUTH MARK AS
 GB2517'DESCRIBED, CONTINUE ON THE HIGHWAY FOR 0.6 MILE TO A ROAD RIGHT AND
 GB2517'SIGN PINNACLE KNOB L.O., TURN
 GB2517'RIGHT AND FOLLOW MAIN ROAD FOR 0.55
 GB2517'MILE TO THE END OF THE ROAD AND END OF TRUCK
 GB2517'TRAVEL.  FROM HERE PACK
 GB2517'NORTHERLY UP HILL ON TRAIL THROUGH ROCKS TO PINNACLE KNOB
 GB2517'LOOKOUT TOWER
 GB2517'AND STATION AS DESCRIBED.
 GB2517
 GB2517                          STATION RECOVERY (1980)
 GB2517
 GB2517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2517'ALL MARKS EXCEPT PINNACLE USED AZIMUTH MARK WERE FOUND AS DESCRIBED
 GB2517'AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND IS ASSUMED
 GB2517'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH7115 ***********************************************************************
 DH7115  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7115  DESIGNATION -  CUMBERLAND SE CC CORS ARP
 DH7115  CORS_ID     -  KYCB
 DH7115  PID         -  DH7115
 DH7115  STATE/COUNTY-  KY/HARLAN
 DH7115  USGS QUAD   -  BENHAM (1979)
 DH7115
 DH7115                         *CURRENT SURVEY CONTROL
 DH7115  ___________________________________________________________________
 DH7115* NAD 83(CORS)-  36 57 54.60252(N)    082 59 51.97804(W)     ADJUSTED  
 DH7115* NAVD 88     -                                                        
 DH7115  ___________________________________________________________________
 DH7115  EPOCH DATE  -        2002.00
 DH7115  X           -     622,053.776 (meters)                     COMP
 DH7115  Y           -  -5,064,593.066 (meters)                     COMP
 DH7115  Z           -   3,814,555.892 (meters)                     COMP
 DH7115  ELLIP HEIGHT-         416.86  (meters)          (11/??/05) GPS OBS
 DH7115  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DH7115
 DH7115  HORZ ORDER  -  SPECIAL (CORS)
 DH7115  ELLP ORDER  -  SPECIAL (CORS)
 DH7115
 DH7115.ITRF positions are available for this station.
 DH7115.The coordinates were established by GPS observations
 DH7115.and adjusted by the National Geodetic Survey in November 2005..
 DH7115.The coordinates are valid at the epoch date displayed above.
 DH7115.The epoch date for horizontal control is a decimal equivalence
 DH7115.of Year/Month/Day.
 DH7115
 DH7115
 DH7115.The PID for the CORS L1 Phase Center is DH7116.
 DH7115
 DH7115.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7115
 DH7115.The ellipsoidal height was determined by GPS observations
 DH7115.and is referenced to NAD 83.
 DH7115
 DH7115.The geoid height was determined by GEOID03.
 DH7115
 DH7115;                    North         East     Units Scale Factor Converg.
 DH7115;SPC KY1Z     - 1,073,738.880 1,745,064.064   MT  1.00003037   +1 41 23.1
 DH7115;SPC KY1Z     - 3,522,758.31  5,725,264.35   sFT  1.00003037   +1 41 23.1
 DH7115;SPC KY S     -   573,686.403   745,049.155   MT  0.99996601   +1 40 08.8
 DH7115;SPC KY S     - 1,882,169.47  2,444,382.10   sFT  0.99996601   +1 40 08.8
 DH7115
 DH7115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7115!SPC KY1Z     -   0.99993459  x   1.00003037  =   0.99996495
 DH7115!SPC KY S     -   0.99993459  x   0.99996601  =   0.99990060
 DH7115
 DH7115                          SUPERSEDED SURVEY CONTROL
 DH7115
 DH7115.No superseded survey control is available for this station.
 DH7115
 DH7115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2215592873(NAD 83)
 DH7115_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7115
 DH7115                          STATION DESCRIPTION
 DH7115
 DH7115'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7115'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7115'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7115'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7115'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7115'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH7116 ***********************************************************************
 DH7116  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7116  DESIGNATION -  CUMBERLAND SE CC CORS L1 PHASE CENTER
 DH7116  CORS_ID     -  KYCB
 DH7116  PID         -  DH7116
 DH7116  STATE/COUNTY-  KY/HARLAN
 DH7116  USGS QUAD   -  BENHAM (1979)
 DH7116
 DH7116                         *CURRENT SURVEY CONTROL
 DH7116  ___________________________________________________________________
 DH7116* NAD 83(CORS)-  36 57 54.60253(N)    082 59 51.97802(W)     ADJUSTED  
 DH7116* NAVD 88     -                                                        
 DH7116  ___________________________________________________________________
 DH7116  EPOCH DATE  -        2002.00
 DH7116  X           -     622,053.783 (meters)                     COMP
 DH7116  Y           -  -5,064,593.121 (meters)                     COMP
 DH7116  Z           -   3,814,555.935 (meters)                     COMP
 DH7116  ELLIP HEIGHT-         416.93  (meters)          (11/??/05) GPS OBS
 DH7116  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DH7116
 DH7116  HORZ ORDER  -  SPECIAL (CORS)
 DH7116  ELLP ORDER  -  SPECIAL (CORS)
 DH7116
 DH7116.ITRF positions are available for this station.
 DH7116.The coordinates were established by GPS observations
 DH7116.and adjusted by the National Geodetic Survey in November 2005..
 DH7116.The coordinates are valid at the epoch date displayed above.
 DH7116.The epoch date for horizontal control is a decimal equivalence
 DH7116.of Year/Month/Day.
 DH7116
 DH7116
 DH7116.The PID for the CORS ARP is DH7115.
 DH7116
 DH7116.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7116
 DH7116.The ellipsoidal height was determined by GPS observations
 DH7116.and is referenced to NAD 83.
 DH7116
 DH7116.The geoid height was determined by GEOID03.
 DH7116
 DH7116;                    North         East     Units Scale Factor Converg.
 DH7116;SPC KY1Z     - 1,073,738.880 1,745,064.064   MT  1.00003037   +1 41 23.1
 DH7116;SPC KY1Z     - 3,522,758.31  5,725,264.35   sFT  1.00003037   +1 41 23.1
 DH7116;SPC KY S     -   573,686.404   745,049.155   MT  0.99996601   +1 40 08.8
 DH7116;SPC KY S     - 1,882,169.48  2,444,382.10   sFT  0.99996601   +1 40 08.8
 DH7116
 DH7116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7116!SPC KY1Z     -   0.99993457  x   1.00003037  =   0.99996494
 DH7116!SPC KY S     -   0.99993457  x   0.99996601  =   0.99990059
 DH7116
 DH7116                          SUPERSEDED SURVEY CONTROL
 DH7116
 DH7116.No superseded survey control is available for this station.
 DH7116
 DH7116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2215592873(NAD 83)
 DH7116_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7116
 DH7116                          STATION DESCRIPTION
 DH7116
 DH7116'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7116'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7116'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7116'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7116'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7116'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2360 ***********************************************************************
 GB2360  DESIGNATION -  CUMMING
 GB2360  PID         -  GB2360
 GB2360  STATE/COUNTY-  KY/CLINTON
 GB2360  USGS QUAD   -  ALBANY (1982)
 GB2360
 GB2360                         *CURRENT SURVEY CONTROL
 GB2360  ___________________________________________________________________
 GB2360* NAD 83(1993)-  36 39 13.08102(N)    085 14 04.31528(W)     ADJUSTED  
 GB2360* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GB2360  ___________________________________________________________________
 GB2360  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 GB2360  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GB2360
 GB2360  HORZ ORDER  -  FIRST
 GB2360
 GB2360.The horizontal coordinates were established by classical geodetic methods
 GB2360.and adjusted by the National Geodetic Survey in December 1995..
 GB2360
 GB2360.The orthometric height was scaled from a topographic map.
 GB2360
 GB2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2360
 GB2360.The geoid height was determined by GEOID03.
 GB2360
 GB2360;                    North         East     Units Scale Factor Converg.
 GB2360;SPC KY1Z     - 1,035,677.359 1,546,095.724   MT  1.00013049   +0 18 59.3
 GB2360;SPC KY1Z     - 3,397,884.80  5,072,482.39   sFT  1.00013049   +0 18 59.3
 GB2360;SPC KY S     -   535,670.776   546,090.426   MT  1.00001542   +0 18 45.4
 GB2360;SPC KY S     - 1,757,446.54  1,791,631.67   sFT  1.00001542   +0 18 45.4
 GB2360;SPC TN       -   257,712.949   668,446.158   MT  1.00005062   +0 26 53.3
 GB2360;SPC TN       -   845,513.23  2,193,060.44   sFT  1.00005062   +0 26 53.3
 GB2360;UTM  16      - 4,057,901.567   657,801.275   MT  0.99990679   +1 03 15.0
 GB2360
 GB2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2360!SPC KY1Z     -   0.99995555  x   1.00013049  =   1.00008604
 GB2360!SPC KY S     -   0.99995555  x   1.00001542  =   0.99997097
 GB2360!SPC TN       -   0.99995555  x   1.00005062  =   1.00000617
 GB2360!UTM  16      -   0.99995555  x   0.99990679  =   0.99986235
 GB2360
 GB2360:                Primary Azimuth Mark                     Grid Az
 GB2360:SPC KY1Z     -  CUMMING AZ MK                            081 22 31.9
 GB2360:SPC KY S     -  CUMMING AZ MK                            081 22 45.8
 GB2360:SPC TN       -  CUMMING AZ MK                            081 14 37.9
 GB2360:UTM  16      -  CUMMING AZ MK                            080 38 16.2
 GB2360
 GB2360|---------------------------------------------------------------------|
 GB2360| PID    Reference Object                     Distance      Geod. Az  |
 GB2360|                                                           dddmmss.s |
 GB2360| CG5192 CUMMING AZ MK                                      0814131.2 |
 GB2360| CG5195 CUMMING RM 3                         58.570 METERS 11735     |
 GB2360| GB2357 HUDDLESTON KNOB 2                   APPROX.15.7 KM 1365937.6 |
 GB2360| CG5193 CUMMING RM 1                         28.213 METERS 20328     |
 GB2360| CG5194 CUMMING RM 2                         29.997 METERS 27857     |
 GB2360|---------------------------------------------------------------------|
 GB2360
 GB2360                          SUPERSEDED SURVEY CONTROL
 GB2360
 GB2360  NAD 83(1986)-  36 39 13.09177(N)    085 14 04.32063(W) AD(       ) 1
 GB2360  NAD 27      -  36 39 12.86000(N)    085 14 04.46700(W) AD(       ) 1
 GB2360
 GB2360.Superseded values are not recommended for survey control.
 GB2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2360.See file dsdata.txt to determine how the superseded data were derived.
 GB2360
 GB2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5780157902(NAD 83)
 GB2360_MARKER: DS = TRIANGULATION STATION DISK
 GB2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2360
 GB2360  HISTORY     - Date     Condition        Report By
 GB2360  HISTORY     - 1935     MONUMENTED       CGS
 GB2360  HISTORY     - 1939     GOOD             CGS
 GB2360  HISTORY     - 1950     GOOD             CGS
 GB2360
 GB2360                          STATION DESCRIPTION
 GB2360
 GB2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2360'STATION IS LOCATED ON THE PROPERTY OF ED CUMMINGS, ABOUT 6 MILES WSW
 GB2360'OF ALBANY AND 0.3 MILE W OF LETTERED OAK SCHOOL. IT IS IN THE NE
 GB2360'CORNER OF THE BARNYARD, 38.8 FEET ENE OF A 15-INCH HICKORY TREE, 10
 GB2360'FEET W OF THE RAIL FENCE ALONG THE E SIDE OF THE YARD, 19.5 FEET S
 GB2360'OF THE SE CORNER OF THE BARN (LOG), AND 35.1 FEET E OF THE SW CORNER
 GB2360'OF THE BARN.
 GB2360'
 GB2360'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GB2360'DISKS SET IN CONCRETE.
 GB2360'
 GB2360'REFERENCE MARK NO.1 IS SW OF THE STATION, ALONG FENCE LINE, 18 INCHES
 GB2360'NE OF A FENCE POST, 10 FEET E OF THE NE CORNER OF THE SMOKEHOUSE,
 GB2360'AND ABOUT 27 FEET WNW OF THE WESTERLY CORNER OF THE DWELLING HOUSE.
 GB2360'
 GB2360'REFERENCE MARK NO.2 IS WNW OF THE STATION, 5 FEET E OF THE FENCE
 GB2360'LINE, ABOUT 28 FEET NW OF A 12-INCH GUM TREE, AND 4 FEET S OF A
 GB2360'CHICKEN HOUSE.
 GB2360'
 GB2360'AZIMUTH MARK IS E OF THE STATION, IN THE SE FENCE CORNER, 4 FEET NW
 GB2360'OF THE CORNER OF THE FENCE, AND A 16-INCH CHESTNUT TREE (DEAD), 18
 GB2360'FEET NW OF THE CENTER LINE OF THE LILLYDALE-ALBANY ROAD, AND 25 FEET
 GB2360'W OF A 14-INCH WHITE OAK TREE.
 GB2360'
 GB2360'TO REACH FROM ALBANY, GO W FROM THE NW CORNER OF THE COURTHOUSE FOR
 GB2360'0.3 MILE TO A CROSSROADS JUST BEYOND A CREEK. HERE, TURN RIGHT AND
 GB2360'GO W FOR 1.9 MILES TO A FORKS AT DICKENS SCHOOLHOUSE. TAKE LEFT FORK
 GB2360'AND FOLLOW THE MAIN ROAD FOR 1.2 MILES TO FORKS AT WHITE
 GB2360'FARMHOUSE ON LEFT. TAKE LEFT FORK AND GO 0.8 MILE TO AN INTERSECTION.
 GB2360'TURN RIGHT AND GO 1.55 MILES TO CROSSROADS AT STORE IN SMALL
 GB2360'SETTLEMENT OF SHIPLEY. HERE, TURN LEFT AND GO 1.3 MILES TO CROSSROADS
 GB2360'AT LETTERED OAK SCHOOL. TURN RIGHT AND GO 0.35 MILE TO MR. ED
 GB2360'CUMMINGS HOUSE ON THE RIGHT AT THE TOP OF THE HILL AND THE STATION
 GB2360'SITE.
 GB2360'
 GB2360'A 90-FOOT TOWER IS REQUIRED TO CLEAR ALL LINES.
 GB2360
 GB2360                          STATION RECOVERY (1939)
 GB2360
 GB2360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 GB2360'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN
 GB2360'GOOD CONDITION. THE STATION WAS NOT OCCUPIED BY THIS PARTY. THE
 GB2360'DESCRIPTION OF THE STATION IS COMPLETE AND ACCURATE. DIRECTIONS FOR
 GB2360'REACHING THE STATION TO BE ALTERED TO READ AS FOLLOWS-
 GB2360'
 GB2360'TO REACH FROM THE SW CORNER OF COURTHOUSE SQUARE IN BURKSVILLE, GO S
 GB2360'ONE BLOCK TO A T-INTERSECTION, TURN RIGHT AND GO 2.0 MILES TO A
 GB2360'FORKS, TURN LEFT AND FOLLOW MAIN ROAD 3.6 MILES TO A FORKS, TAKE LEFT
 GB2360'FORK AND GO 1.6 MILES TO RESIDENCE OF E. D. CUMMING ON RIGHT AND
 GB2360'STATION AS DESCRIBED.
 GB2360
 GB2360                          STATION RECOVERY (1950)
 GB2360
 GB2360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2360'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GB2360'CONDITION. REFERENCE MARK NO. 2 IS IN DANGER OF BEING DESTROYED
 GB2360'AND A NEW MARK, REFERENCE MARK NO. 3, WAS SET BY THIS PARTY.
 GB2360'DISTANCES TO ALL MARKS CHECKED. THE DIRECTION TO REFERENCE
 GB2360'MARK NO. 2 DID NOT CHECK. A COMPLETE NEW DESCRIPTION FOLLOWS.
 GB2360'
 GB2360'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF ALBANY ON PROPERTY
 GB2360'OWNED BY MR. CUMMING. IT IS 97 FEET NORTHEAST OF THE NORTHEAST
 GB2360'CORNER OF A FRAME HOUSE, 35 FEET NORTH OF A POWER POLE, 30 FEET EAST
 GB2360'OF A FENCE CORNER AND 5 FEET WEST OF A FENCE LINE.
 GB2360'THE MARK IS FLUSH AND THE DISK IS STAMPED CUMMING 1935.
 GB2360'
 GB2360'REFERENCE MARK NO. 1 IS 92.56 FEET SOUTHWEST OF THE STATION. IT IS 28
 GB2360'FEET EAST OF A FENCE LINE AND 28 FEET NORTHWEST OF THE NORTHWEST
 GB2360'CORNER OF THE HOUSE. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GB2360'CUMMING NO 1 1935.
 GB2360'
 GB2360'REFERENCE MARK NO.2 IS 98.41 FEET NORTHWEST OF THE STATION. IT IS 6
 GB2360'FEET EAST OF A FENCE LINE. THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GB2360'DISK IS STAMPED CUMMING NO 2 1935.
 GB2360'
 GB2360'REFERENCE MARK NO.3 IS 192.16 FEET SOUTHEAST OF THE STATION. IT IS 30
 GB2360'FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT NORTH OF A
 GB2360'FENCE LINE AND WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES
 GB2360'AND THE DISK IS STAMPED CUMMING NO 3 1949.
 GB2360'
 GB2360'THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION. IT IS 28 FEET
 GB2360'NORTH OF THE CENTER OF A GRAVEL ROAD, 13 FEET WEST OF A POWER LINE
 GB2360'POLE, 4 FEET SOUTHWEST OF A FENCE CORNER AND 2 FEET SOUTHEAST OF A
 GB2360'WHITE WITNESS POST. THE MARK PROJECTS ABOUT 6 INCHES
 GB2360'AND THE DISK IS STAMPED CUMMING AZI 1935.
 GB2360'
 GB2360'TO REACH THE STATION FROM THE CLINTON COUNTY COURT HOUSE IN ALBANY,
 GB2360'GO SOUTH ON STATE HIGHWAY 35 FOR 0.1 MILE TO A T INTERSECTION
 GB2360'WHERE THE HIGHWAY TURNS LEFT, TURN RIGHT AND GO SOUTHWEST ON PAVED
 GB2360'ROAD FOR 5.65 MILES TO A T ROAD LEFT IN THE VILLAGE OF SHIPLEY, TURN
 GB2360'LEFT AND GO SOUTH AND WEST FOR 1.45 MILES TO THE AZIMUTH MARK ON THE
 GB2360'RIGHT AS DESCRIBED, CONTINUE WEST FOR 0.1 MILE TO A HOUSE ON THE
 GB2360'RIGHT AND STATION ON TOP OF A HILL AT THE REAR OF THE HOUSE.
 GB2360'
 GB2360'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0911 ***********************************************************************
 HA0911  DESIGNATION -  CUMMINS RESET
 HA0911  PID         -  HA0911
 HA0911  STATE/COUNTY-  KY/LYON
 HA0911  USGS QUAD   -  PRINCETON WEST (1967)
 HA0911
 HA0911                         *CURRENT SURVEY CONTROL
 HA0911  ___________________________________________________________________
 HA0911* NAD 83(1993)-  37 00 42.94973(N)    087 58 13.87033(W)     ADJUSTED  
 HA0911* NAVD 88     -       184.283  (meters)     604.60   (feet)  ADJUSTED  
 HA0911  ___________________________________________________________________
 HA0911  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 HA0911  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HA0911  DYNAMIC HT  -         184.143 (meters)     604.14  (feet)  COMP
 HA0911  MODELED GRAV-     979,864.7   (mgal)                       NAVD 88
 HA0911
 HA0911  HORZ ORDER  -  FIRST
 HA0911  VERT ORDER  -  SECOND    CLASS 0
 HA0911
 HA0911.The horizontal coordinates were established by classical geodetic methods
 HA0911.and adjusted by the National Geodetic Survey in December 1995..
 HA0911
 HA0911.The orthometric height was determined by differential leveling
 HA0911.and adjusted by the National Geodetic Survey in June 1991..
 HA0911
 HA0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0911
 HA0911.The geoid height was determined by GEOID03.
 HA0911
 HA0911.The dynamic height is computed by dividing the NAVD 88
 HA0911.geopotential number by the normal gravity value computed on the
 HA0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0911.degrees latitude (g = 980.6199 gals.).
 HA0911
 HA0911.The modeled gravity was interpolated from observed gravity values.
 HA0911
 HA0911;                    North         East     Units Scale Factor Converg.
 HA0911;SPC KY1Z     - 1,077,665.752 1,302,393.849   MT  1.00001785   -1 21 47.9
 HA0911;SPC KY1Z     - 3,535,641.72  4,272,937.15   sFT  1.00001785   -1 21 47.9
 HA0911;SPC KY S     -   577,628.480   302,404.606   MT  0.99996112   -1 20 48.0
 HA0911;SPC KY S     - 1,895,102.77    992,139.11   sFT  0.99996112   -1 20 48.0
 HA0911;UTM  16      - 4,096,636.083   413,659.335   MT  0.99969183   -0 35 03.4
 HA0911
 HA0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0911!SPC KY1Z     -   0.99997565  x   1.00001785  =   0.99999350
 HA0911!SPC KY S     -   0.99997565  x   0.99996112  =   0.99993677
 HA0911!UTM  16      -   0.99997565  x   0.99969183  =   0.99966748
 HA0911
 HA0911|---------------------------------------------------------------------|
 HA0911| PID    Reference Object                     Distance      Geod. Az  |
 HA0911|                                                           dddmmss.s |
 HA0911| HA0912 CUMMINS RM 2                         36.122 METERS 01224     |
 HA0911| CG8451 CUMMINS AZ MK                                      0174438.8 |
 HA0911| HA1648 PRINCETON MUNICIPAL TANK            APPROX.13.4 KM 0362851.0 |
 HA0911| HA0913 CUMMINS RM 3                         24.447 METERS 15535     |
 HA0911| CG8453 CUMMINS RM 4                         24.200 METERS 21019     |
 HA0911| CG8454 CUMMINS RM 5                         18.101 METERS 27805     |
 HA0911| CG8452 CUMMINS RM 1                        120.277 METERS 28503     |
 HA0911|---------------------------------------------------------------------|
 HA0911
 HA0911                          SUPERSEDED SURVEY CONTROL
 HA0911
 HA0911  NAD 83(1986)-  37 00 42.95862(N)    087 58 13.87370(W) AD(       ) 1
 HA0911  NAD 27      -  37 00 42.77100(N)    087 58 13.80600(W) AD(       ) 1
 HA0911  NGVD 29 (??/??/92)  184.342  (m)          604.80   (f) ADJ UNCH    2 0
 HA0911
 HA0911.Superseded values are not recommended for survey control.
 HA0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0911.See file dsdata.txt to determine how the superseded data were derived.
 HA0911
 HA0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1365996636(NAD 83)
 HA0911_MARKER: DB = BENCH MARK DISK
 HA0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0911_STAMPING: CUMMINS 1930
 HA0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0911
 HA0911  HISTORY     - Date     Condition        Report By
 HA0911  HISTORY     - 1930     MONUMENTED       CGS
 HA0911  HISTORY     - 1934     GOOD             CGS
 HA0911  HISTORY     - 1953     GOOD             CGS
 HA0911  HISTORY     - 1966     GOOD             PAS
 HA0911  HISTORY     - 1972     GOOD             NGS
 HA0911  HISTORY     - 20020505 GOOD             WOOLPT
 HA0911
 HA0911                          STATION DESCRIPTION
 HA0911
 HA0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HA0911'ABOUT 7 MILES SOUTHEAST OF EDDYVILLE AND 8 MILES SOUTHWEST OF
 HA0911'PRINCETON AND 3/4 MILE
 HA0911'NORTHWEST OF THE FRIENDSHIP SCHOOL AND CHURCH, ON LAND OWNED AND
 HA0911'OCCUPIED BY F. L. CUMMINS.
 HA0911'
 HA0911'REACHED FROM EDDYVILLE BY GOING EAST ON HIGHWAY 50 FOR 5-1/4 MILES TO
 HA0911'THE SARATOGA CHURCH AND SCHOOL ON LEFT, THENCE TURN S OR RIGHT ON
 HA0911'DIRT ROAD ACROSS A BRIDGE AND FOLLOW 1/2 MILE TO A T-CORNER, TURN TO
 HA0911'THE RIGHT (W) 100 YARDS, THENCE TO THE LEFT (S) ACROSS
 HA0911'EDDY CREEK BRIDGE 2 MILES TO THE FUNGO SCHOOL ON THE RIGHT, CONTINUE
 HA0911'ON MAIN ROAD 1-1/2 MILES TO A ROAD LEADING SQUARELY TO THE RIGHT
 HA0911'(SOUTH), THENCE 1/4 MILE SOUTH TO STATION.
 HA0911'
 HA0911'STATION IS 8 METERS WEST OF CENTER LINE OF DIRT ROAD, 20.12 METERS
 HA0911'NORTHEAST OF CHIMNEY ON EASTERN SIDE OF THE CUMMINS HOUSE, 16.9
 HA0911'METERS NORTH OF 28-INCH OAK IN YARD, AND IN A FENCE LINE ON NORTHERN
 HA0911'SIDE OF YARD AND SOUTHERN SIDE OF PASTURE.
 HA0911'
 HA0911'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HA0911'SET IN CONCRETE.
 HA0911'
 HA0911'REFERENCE MARK NO. 1 COULD NOT BE FOUND.
 HA0911'
 HA0911'REFERENCE MARK NO. 2 IS NORTH OF THE STATION IN A FENCE LINE 5 METERS
 HA0911'WEST OF DIRT ROAD.
 HA0911'
 HA0911'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 HA0911
 HA0911                          STATION RECOVERY (1934)
 HA0911
 HA0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA0911'TO REACH THE STATION FROM CARTERS STORE AT LAMASCO TAKE GRAVEL ROAD
 HA0911'NORTH FROM STATE
 HA0911'HIGHWAY 68 FOR 1.6 MILES AND TURN LEFT ON T-ROAD AND CONTINUE 0.8
 HA0911'MILE AND TURN LEFT, THENCE 1.4 MILES TO CROSSROADS AND TURN RIGHT
 HA0911'AND CONTINUE 0.2 MILE TO TOP OF GRADE AND THE STATION, AT THE HOME OF
 HA0911'F. L. CUMMINS, IN THE NORTHEAST CORNER OF HIS FRONT YARD, 66.0 FEET
 HA0911'EAST OF THE CHIMNEY ON THE EAST SIDE OF THE HOUSE, 55 FEET NORTH OF
 HA0911'30-INCH OAK TREE, 28 FEET WEST OF THE CENTER OF THE ROAD, FLUSH
 HA0911'WITH SURFACE OF THE GROUND.
 HA0911'
 HA0911'REFERENCE MARK NO. 1 IS WEST-NORTHWEST OF THE STATION, NEAR THE WEST
 HA0911'EDGE OF A FIELD, EAST OF THE NORTH-SOUTH FENCE LINE.
 HA0911'
 HA0911'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, ALONG THE FENCE LINE AT
 HA0911'THE WEST EDGE OF THE ROAD.
 HA0911'
 HA0911'AZIMUTH MARK IS 0.25 MILE NORTH-NORTHWEST OF THE STATION, 100 YARDS
 HA0911'EAST OF RIGHT-ANGLE TURN IN ROAD, AT HOME OF FRANK LACY, 12 FEET
 HA0911'SOUTH OF CENTER OF ROAD, 6 FEET WEST OF 4-INCH HICKORY TREE.
 HA0911'
 HA0911'37 FEET WILL SEE ALL LINES.  DALTON CAN BE SEEN FROM THE GROUND AT
 HA0911'THIS END.
 HA0911'
 HA0911'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 HA0911
 HA0911                          STATION RECOVERY (1953)
 HA0911
 HA0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HA0911'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HA0911'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 HA0911'CHECKED.  THE DISTANCE TO THE AZIMUTH MARK CHECKED BUT THE DIRECTION
 HA0911'DID NOT CHECK.  A NEW REFERENCE MARK WAS ESTABLISHED BY THIS
 HA0911'PARTY.  IT IS 20 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT
 HA0911'WEST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 HA0911'STAMPED CUMMINS NO 3 1930 1934.
 HA0911'
 HA0911'THE OLD DESCRIPTION IS ADEQUATE.
 HA0911'
 HA0911'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA0911
 HA0911                          STATION RECOVERY (1966)
 HA0911
 HA0911'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1966
 HA0911'2 MI NNW FROM LAMASCO.
 HA0911'ABOUT 1.6 MILES NORTH ON STATE HIGHWAY 68 FROM CARTERS STORE IN
 HA0911'LAMASCO TO T-ROAD, THEN LEFT 0.8 MILE TO SIDE ROAD AND TURN LEFT,
 HA0911'GO 1.4 MILES TO CROSSROAD.  TURN RIGHT AND GO 0.2 MILE TO TOP OF
 HA0911'GRADE AND STATION IN NORTHEAST CORNER OF F.L. CUMMINS YARD, 66 FEET
 HA0911'EAST OF CHIMNEY, 55 FEET NORTH OF 30 INCH OAK TREE AND 28 FEET WEST
 HA0911'OF CENTER OF ROAD.
 HA0911
 HA0911                          STATION RECOVERY (1972)
 HA0911
 HA0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HA0911'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN APPARENT
 HA0911'GOOD CONDITION.  HOWEVER, THE AZIMUTH MARK IS NO LONGER
 HA0911'VISIBLE WITHOUT EXTENSIVE CLEARING, AND REFERENCE MARKS NO. 2
 HA0911'AND NO. 3 WOULD BE DESTROYED BY CONSTRUCTION OF A CONNECTING
 HA0911'COUNTY ROAD.  TWO NEW REFERENCE MARKS NO. 4 AND NO. 5 WERE
 HA0911'ESTABLISHED.  THE STATION WAS OCCUPIED AND THE HORIZONTAL
 HA0911'ANGLES OBSERVED ON ALL MARKS USING REFERENCE MARK NO. 1 AS THE
 HA0911'INITIAL.  IN CHECKING THE HORIZONTAL ANGLE OBSERVED THIS
 HA0911'DATE AGAINST THE 1953 OBSERVATIONS BETWEEN REFERENCE MARK
 HA0911'NO. 1 AND REFERENCE MARK NO. 2 A DISCREPANCY OF + 03 MIN
 HA0911'12.6 SEC WAS NOTED, WHILE THE ANGLE TO REFERENCE MARK NO. 3
 HA0911'CHECKED WELL WITHIN THE REQUIRED LIMITS.  IN CHECKING THE
 HA0911'HORIZONTAL MEASURED DISTANCES BETWEEN THE STATION AND
 HA0911'THE OLD REFERENCE MARKS, THE FOLLOWING DISCREPANCIES WERE
 HA0911'NOTED, - 0.09 OF A FOOT FOR REFERENCE MARK NO. 1, - 0.01 OF A
 HA0911'FOOT FOR REFERENCE MARK NO. 2, AND -0.06 OF A FOOT FOR
 HA0911'REFERENCE MARK NO. 3.
 HA0911'
 HA0911'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HA0911'
 HA0911'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF PRINCETON,
 HA0911'ABOUT 2.5 MILES NORTHWEST OF LAMASCO, ABOUT 0.75 OF A MILE
 HA0911'NORTHWEST OF THE FRIENDSHIP METHODIST CHURCH, AND ON THE
 HA0911'PROPERTY OF THE F. L. CUMMINS ESTATE.
 HA0911'
 HA0911'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 93 AND
 HA0911'903 IN THE SMALL COMMUNITY OF LAMASCO, GO NORTHERLY ON STATE
 HA0911'ROUTE 903 FOR 1.6 MILES TO STATE ROUTE 730 ON THE LEFT.  HERE
 HA0911'TURN LEFT ON STATE ROUTE 730 AND GO WEST, NORTH AND WEST FOR
 HA0911'1.95 MILES TO THE FARM HOME OF F. C. LACEY ON THE RIGHT AND THE
 HA0911'AZIMUTH MARK ON THE LEFT.  CONTINUE WESTERLY ON STATE ROUTE 730
 HA0911'FOR ABOUT 0.1 OF A MILE TO A GRAVELED T ROAD LEFT, HERE TURN
 HA0911'LEFT ON THE GRAVELED ROAD AND GO SOUTH FOR 0.25 OF A MILE TO
 HA0911'AN OLD ABANDONED HOMESITE ON THE RIGHT AND THE STATION AS
 HA0911'DESCRIBED.
 HA0911'
 HA0911'THE STATION IS 66 FEET EAST-NORTHEAST OF THE BRICK CHIMNEY
 HA0911'AT THE EAST END OF THE OLD HOUSE, 37 FEET NORTHEAST OF A
 HA0911'16-INCH MAPLE TREE, 32 FEET EAST OF A 16-INCH ELM TREE, 29
 HA0911'FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, AND
 HA0911'0.9 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 HA0911'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 HA0911'MONUMENT ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND AND
 HA0911'THE DISK IS STAMPED CUMMINS 1930 1934.
 HA0911'
 HA0911'REFERENCE MARK NO. 1 IS LOCATED AT THE WEST EDGE OF A
 HA0911'CULTIVATED FIELD, 61 FEET NORTH OF A 14-INCH CEDAR TREE, 26
 HA0911'FEET SOUTHEAST OF A 16-INCH BLACK OAK TREE, 1.0 FOOT EAST OF
 HA0911'A METAL WITNESS POST AND SIGN, AND NEAR THE EAST EDGE OF HEAVY
 HA0911'WOODS.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 HA0911'SQUARE, CONCRETE MONUMENT ABOUT 4 INCHES BELOW THE
 HA0911'SURROUNDING SURFACE, AND THE DISK IS STAMPED CUMMINS NO 1
 HA0911'1930.
 HA0911'
 HA0911'REFERENCE MARK NO. 4 IS 56 FEET WEST OF THE APPROXIMATE
 HA0911'CENTER OF THE GRAVELED ROAD, 43 FEET SOUTH-SOUTHEAST OF THE
 HA0911'BRICK CHIMNEY AT THE EAST END OF THE OLD HOUSE, AND 10 FEET EAST
 HA0911'OF A 30-INCH MAPLE TREE.  IT IS A STANDARD DISK SET IN THE TOP
 HA0911'OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK
 HA0911'IS STAMPED CUMMINS 1930 NO 4 1972.
 HA0911'
 HA0911'REFERENCE MARK NO. 5 IS 88 FEET WEST OF THE APPROXIMATE
 HA0911'CENTER OF THE GRAVELED ROAD, 38 FEET NORTH OF THE BRICK
 HA0911'CHIMNEY AT THE EAST END OF THE OLD HOUSE, 31 FEET NORTHEAST
 HA0911'OF THE CENTER OF AN OLD WELL, AND 29 FEET WEST OF A 16-INCH ELM
 HA0911'TREE.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 HA0911'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED CUMMINS
 HA0911'1930 NO 5 1972.
 HA0911'
 HA0911'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 4
 HA0911'AND REFERENCE MARK NO. 5 IS 79.13 FEET - 24.118 METERS.
 HA0911'
 HA0911'THE AZIMUTH MARK IS ABOUT 0.25 OF A MILE NORTH-NORTHEAST OF
 HA0911'THE STATION, 62 FEET SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY
 HA0911'FROM A 60-INCH BLACK OAK TREE, 61 FEET EAST-SOUTHEAST AND
 HA0911'ACROSS THE HIGHWAY FROM A SOUTHEAST FENCE CORNER POST, 29 FEET
 HA0911'SOUTH AND ACROSS THE HIGHWAY FROM THE F. C. LACEY MAILBOX, 17
 HA0911'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 730, 1.0
 HA0911'FOOT NORTH OF A METAL WITNESS POST AND SIGN, AND ATOP A LOW
 HA0911'BANK ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A
 HA0911'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 HA0911'ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK
 HA0911'IS STAMPED CUMMINS AZI 1934.  MARKS 2 AND 3
 HA0911'DESTROYED UPON COMPLETION OF WORK.
 HA0911
 HA0911                          STATION RECOVERY (2002)
 HA0911
 HA0911'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002
 HA0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0912 ***********************************************************************
 HA0912  DESIGNATION -  CUMMINS RM 2
 HA0912  PID         -  HA0912
 HA0912  STATE/COUNTY-  KY/LYON
 HA0912  USGS QUAD   -  PRINCETON WEST (1967)
 HA0912
 HA0912                         *CURRENT SURVEY CONTROL
 HA0912  ___________________________________________________________________
 HA0912* NAD 83(1986)-  37 00 43.     (N)    087 58 13.     (W)     SCALED    
 HA0912* NAVD 88     -       183.521  (meters)     602.10   (feet)  ADJUSTED  
 HA0912  ___________________________________________________________________
 HA0912  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HA0912  DYNAMIC HT  -         183.381 (meters)     601.64  (feet)  COMP
 HA0912  MODELED GRAV-     979,864.8   (mgal)                       NAVD 88
 HA0912
 HA0912  VERT ORDER  -  SECOND    CLASS 0
 HA0912
 HA0912.The horizontal coordinates were scaled from a topographic map and have
 HA0912.an estimated accuracy of +/- 6 seconds.
 HA0912
 HA0912.The orthometric height was determined by differential leveling
 HA0912.and adjusted by the National Geodetic Survey in June 1991..
 HA0912
 HA0912.The geoid height was determined by GEOID03.
 HA0912
 HA0912.The dynamic height is computed by dividing the NAVD 88
 HA0912.geopotential number by the normal gravity value computed on the
 HA0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0912.degrees latitude (g = 980.6199 gals.).
 HA0912
 HA0912.The modeled gravity was interpolated from observed gravity values.
 HA0912
 HA0912;                    North         East    Units  Estimated Accuracy
 HA0912;SPC KY1Z     - 1,077,670.    1,302,420.      MT  (+/- 180 meters Scaled)
 HA0912
 HA0912                          SUPERSEDED SURVEY CONTROL
 HA0912
 HA0912  NGVD 29 (??/??/92)  183.580  (m)          602.30   (f) ADJ UNCH    2 0
 HA0912
 HA0912.Superseded values are not recommended for survey control.
 HA0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0912.See file dsdata.txt to determine how the superseded data were derived.
 HA0912
 HA0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF136966(NAD 83)
 HA0912_MARKER: DB = BENCH MARK DISK
 HA0912_SETTING: 0 = UNSPECIFIED SETTING
 HA0912_STAMPING: CUMMINS NO 2 1930
 HA0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0912
 HA0912  HISTORY     - Date     Condition        Report By
 HA0912  HISTORY     - 1930     MONUMENTED       CGS
 HA0912  HISTORY     - 1966     GOOD             PAS
 HA0912
 HA0912                          STATION DESCRIPTION
 HA0912
 HA0912'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HA0912'2 MI NNW FROM LAMASCO.
 HA0912'ABOUT 1.6 MILES NORTH ON STATE HIGHWAY 68 FROM CARTERS STORE IN
 HA0912'LAMASCO TO T-ROAD, THEN LEFT 0.8 MILE TO SIDE ROAD AND TURN LEFT,
 HA0912'GO 1.4 MILES TO CROSSROAD.  TURN RIGHT AND GO 0.2 MILE TO TOP OF
 HA0912'GRADE AND STATION IN NORTHEAST CORNER OF F.L. CUMMINS YARD, 66 FEET
 HA0912'EAST OF CHIMNEY, 55 FEET NORTH OF 30 INCH OAK TREE AND 28 FEET WEST
 HA0912'OF CENTER OF ROAD.  NOTE-- LOCATED 118.57 FEET NORTH OF TRIANGULATION
 HA0912'STATION CUMMINS, 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0913 ***********************************************************************
 HA0913  DESIGNATION -  CUMMINS RM 3
 HA0913  PID         -  HA0913
 HA0913  STATE/COUNTY-  KY/LYON
 HA0913  USGS QUAD   -  PRINCETON WEST (1967)
 HA0913
 HA0913                         *CURRENT SURVEY CONTROL
 HA0913  ___________________________________________________________________
 HA0913* NAD 83(1986)-  37 00 43.     (N)    087 58 13.     (W)     SCALED    
 HA0913* NAVD 88     -       183.621  (meters)     602.43   (feet)  ADJUSTED  
 HA0913  ___________________________________________________________________
 HA0913  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HA0913  DYNAMIC HT  -         183.481 (meters)     601.97  (feet)  COMP
 HA0913  MODELED GRAV-     979,864.8   (mgal)                       NAVD 88
 HA0913
 HA0913  VERT ORDER  -  SECOND    CLASS 0
 HA0913
 HA0913.The horizontal coordinates were scaled from a topographic map and have
 HA0913.an estimated accuracy of +/- 6 seconds.
 HA0913
 HA0913.The orthometric height was determined by differential leveling
 HA0913.and adjusted by the National Geodetic Survey in June 1991..
 HA0913
 HA0913.The geoid height was determined by GEOID03.
 HA0913
 HA0913.The dynamic height is computed by dividing the NAVD 88
 HA0913.geopotential number by the normal gravity value computed on the
 HA0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0913.degrees latitude (g = 980.6199 gals.).
 HA0913
 HA0913.The modeled gravity was interpolated from observed gravity values.
 HA0913
 HA0913;                    North         East    Units  Estimated Accuracy
 HA0913;SPC KY1Z     - 1,077,670.    1,302,420.      MT  (+/- 180 meters Scaled)
 HA0913
 HA0913                          SUPERSEDED SURVEY CONTROL
 HA0913
 HA0913  NGVD 29 (??/??/92)  183.680  (m)          602.62   (f) ADJ UNCH    2 0
 HA0913
 HA0913.Superseded values are not recommended for survey control.
 HA0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0913.See file dsdata.txt to determine how the superseded data were derived.
 HA0913
 HA0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF136966(NAD 83)
 HA0913_MARKER: DR = REFERENCE MARK DISK
 HA0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0913_STAMPING: CUMMINS NO 3 1930 1934
 HA0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0913
 HA0913  HISTORY     - Date     Condition        Report By
 HA0913  HISTORY     - 1953     MONUMENTED       CGS
 HA0913  HISTORY     - 1966     GOOD             PAS
 HA0913
 HA0913                          STATION DESCRIPTION
 HA0913
 HA0913'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HA0913'2 MI NNW FROM LAMASCO.
 HA0913'ABOUT 1.6 MILES NORTH ON STATE HIGHWAY 68 FROM CARTERS STORE IN
 HA0913'LAMASCO TO T-ROAD, THEN LEFT 0.8 MILE TO SIDE ROAD AND TURN LEFT,
 HA0913'GO 1.4 MILES TO CROSSROAD.  TURN RIGHT AND GO 0.2 MILE TO TOP OF
 HA0913'GRADE AND STATION IN NORTHEAST CORNER OF F.L. CUMMINS YARD, 66
 HA0913'FEET EAST OF CHIMNEY, 55 FEET NORTH OF 30 INCH OAK TREE AND 28
 HA0913'FEET WEST OF CENTER OF ROAD.  NOTE-- LOCATED 80.26 FEET SOUTHEAST
 HA0913'OF TRIANGULATION STATION CUMMINS, 1930
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2444 ***********************************************************************
 HZ2444  DESIGNATION -  CURTIS
 HZ2444  PID         -  HZ2444
 HZ2444  STATE/COUNTY-  KY/HARRISON
 HZ2444  USGS QUAD   -  BRECKINRIDGE (1953)
 HZ2444
 HZ2444                         *CURRENT SURVEY CONTROL
 HZ2444  ___________________________________________________________________
 HZ2444* NAD 83(1993)-  38 23 30.80974(N)    084 25 33.24979(W)     ADJUSTED  
 HZ2444* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 HZ2444  ___________________________________________________________________
 HZ2444  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 HZ2444  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 HZ2444
 HZ2444  HORZ ORDER  -  FIRST
 HZ2444
 HZ2444.The horizontal coordinates were established by classical geodetic methods
 HZ2444.and adjusted by the National Geodetic Survey in December 1995..
 HZ2444
 HZ2444.The orthometric height was scaled from a topographic map.
 HZ2444
 HZ2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2444
 HZ2444.The geoid height was determined by GEOID03.
 HZ2444
 HZ2444;                    North         East     Units Scale Factor Converg.
 HZ2444;SPC KY1Z     - 1,229,288.172 1,615,666.902   MT  0.99994533   +0 48 46.6
 HZ2444;SPC KY1Z     - 4,033,089.61  5,300,733.83   sFT  0.99994533   +0 48 46.6
 HZ2444;SPC KY N     -    99,011.896   484,633.190   MT  0.99996294   -0 06 33.9
 HZ2444;SPC KY N     -   324,841.53  1,590,000.72   sFT  0.99996294   -0 06 33.9
 HZ2444;UTM  16      - 4,252,435.035   724,808.364   MT  1.00022244   +1 35 57.4
 HZ2444
 HZ2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2444!SPC KY1Z     -   0.99996002  x   0.99994533  =   0.99990535
 HZ2444!SPC KY N     -   0.99996002  x   0.99996294  =   0.99992296
 HZ2444!UTM  16      -   0.99996002  x   1.00022244  =   1.00018245
 HZ2444
 HZ2444|---------------------------------------------------------------------|
 HZ2444| PID    Reference Object                     Distance      Geod. Az  |
 HZ2444|                                                           dddmmss.s |
 HZ2444| DB9141 CURTIS RM 1                          24.454 METERS 01111     |
 HZ2444| DB9140 CURTIS AZ MK                                       0773136.8 |
 HZ2444| DB9142 CURTIS RM 2                          28.078 METERS 27924     |
 HZ2444|---------------------------------------------------------------------|
 HZ2444
 HZ2444                          SUPERSEDED SURVEY CONTROL
 HZ2444
 HZ2444  NAD 83(1986)-  38 23 30.81559(N)    084 25 33.25889(W) AD(       ) 1
 HZ2444  NAD 27      -  38 23 30.54900(N)    084 25 33.47400(W) AD(       ) 1
 HZ2444
 HZ2444.Superseded values are not recommended for survey control.
 HZ2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2444.See file dsdata.txt to determine how the superseded data were derived.
 HZ2444
 HZ2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2480852435(NAD 83)
 HZ2444_MARKER: DS = TRIANGULATION STATION DISK
 HZ2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2444_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2444
 HZ2444  HISTORY     - Date     Condition        Report By
 HZ2444  HISTORY     - 1935     MONUMENTED       CGS
 HZ2444  HISTORY     - 1949     GOOD             CGS
 HZ2444
 HZ2444                          STATION DESCRIPTION
 HZ2444
 HZ2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2444'THE STATION IS ON THE PROPERTY OF MR. T.A. CURTIS ABOUT 7 MILES W OF
 HZ2444'CYNTHIANA AND 6-1/2 MILES N OF LEESBURG.  IT IS 15 FEET W OF FENCE
 HZ2444'LINE, 160 YARDS NW OF MR. CURTIS HOUSE, MARK IS SET 10 INCHES BELOW
 HZ2444'THE GROUND.
 HZ2444'
 HZ2444'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2444'DISKS SET IN CONCRETE.
 HZ2444'
 HZ2444'REFERENCE MARK NO.1 IS N OF STATION, 12 FEET W OF FENCE LINE.  9 FEET
 HZ2444'WNW OF A 10 INCH LOCUST TREE, AND PROJECTS ABOUT 2 INCHES.
 HZ2444'
 HZ2444'REFERENCE MARK NO.2 IS W OF STATION IN PASTURE LOT, MARK IS SET FLUSH
 HZ2444'WITH THE GROUND.
 HZ2444'
 HZ2444'AZIMUTH MARK IS ENE OF STATION ON PROPERTY OF L.B. COURTNEY.  IT IS 6
 HZ2444'FEET SSE OF THE SW CORNER OF HIS BARN, 4 FEET E OF FENCE LINE, MARK
 HZ2444'PROJECTS ABOUT 4 INCHES.
 HZ2444'
 HZ2444'TO REACH FROM THE HARRISON HOTEL IN CYNTHIANA--GO W ON WEST PLEASANT
 HZ2444'STREET FOR 0.3 MILE AND CROSS BRIDGE.  CONTINUE FOR 5.05 MILES OR
 HZ2444'0.25 MILES BEYOND WHITE CHURCH ON LEFT AND KEEP LEFT FORK.  GO 0.75
 HZ2444'MILE TO FORKS.  KEEP LEFT FORK FOR 1.1 MILES AND TURN LEFT ON GRAVEL
 HZ2444'FORK UP HILL.  GO 0.7 MILE TO MR. L.B. COURTNEYS HOME ON RIGHT AT
 HZ2444'TOP OF HILL. TURN RIGHT THROUGH GATE AND GO AROUND THE LEFT SIDE OF
 HZ2444'MR. COURTNEYS HOUSE TO REAR.  PASS THROUGH GATE IN FENCE ON N SIDE
 HZ2444'OF HOUSE, TURN LEFT IMMEDIATELY AND GO 0.3 MILE WSW TO HIGHEST
 HZ2444'POINT OF HILL AT FENCE LINE AND STATION.
 HZ2444
 HZ2444                          STATION RECOVERY (1949)
 HZ2444
 HZ2444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2444'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN GOOD
 HZ2444'CONDITION.  THE DISTANCE TO REFERENCE MARKS DID NOT CHECK.
 HZ2444'DIRECTION TO REFERENCE MARK NO.1 FAILED TO CHECK.  DIRECTIONS TO
 HZ2444'REFERENCE MARK NO.2 AND AZIMUTH MARK CHECKED.  A COMPLETE NEW
 HZ2444'DESCRIPTION FOLLOWS.
 HZ2444'
 HZ2444'STATION IS LOCATED ABOUT 7 MILES WEST OF CYNTHIANA AND 6 MILES
 HZ2444'NORTHWEST OF LEESBURG ON PROPERTY OWNED BY MR. T.A. CURTIS.  IT IS 15
 HZ2444'FEET WEST OF A FENCE LINE AND 12 FEET WEST OF A WHITE WITNESS POST.
 HZ2444'THE MARK IS ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 HZ2444'DISK IS STAMPED CURTIS 1935.
 HZ2444'
 HZ2444'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARK DISKS ARE DESCRIBED.
 HZ2444'
 HZ2444'REFERENCE MARK NO.1 IS 80.23 FEET NORTH OF THE STATION.  IT IS 12
 HZ2444'FEET WEST OF A FENCE LINE AND 9 FEET WEST OF A 12 INCH LOCUST TREE.
 HZ2444'THE MARK IS FLUSH AND THE DISK IS STAMPED CURTIS NO 1 1949.
 HZ2444'
 HZ2444'REFERENCE MARK NO.2 IS 92.12 FEET WEST OF THE STATION.  THE MARK IS
 HZ2444'FLUSH AND THE DISK IS STAMPED CURTIS NO 2 1949.
 HZ2444'
 HZ2444'AZIMUTH MARK IS 0.3 MILE NORTHEAST OF THE STATION.  IT IS 3 FEET
 HZ2444'SOUTHEAST OF THE SOUTHWEST CORNER OF A LARGE BARN AND 3 FEET
 HZ2444'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES
 HZ2444'AND THE DISK IS STAMPED CURTIS 1949.
 HZ2444'
 HZ2444'TO REACH THE STATION FROM THE JUNCTION OF WEST PLEASANT STREET AND
 HZ2444'SOUTH MAIN STREET IN CYNTHIANA, GO WEST ON WEST PLEASANT STREET FOR
 HZ2444'0.3 MILE TO A BRIDGE, CROSS BRIDGE AND CONTINUE NORTH AND WEST ON
 HZ2444'PAVED AND GRAVEL ROAD FOR 5.1 MILES TO A FORK, THIS IS ABOUT 0.25
 HZ2444'MILE AFTER PASSING A CHURCH ON THE LEFT, TURN LEFT AND FOLLOW MAIN
 HZ2444'TRAVELLED ROAD FOR 0.75 MILE TO A T ROAD LEFT, TURN LEFT AND GO 1.1
 HZ2444'MILES TO ANOTHER T ROAD LEFT, TURN LEFT UP HILL AND 0.7 MILE TO A
 HZ2444'FARM DRIVE ON THE RIGHT, TURN RIGHT AND GO 0.1 MILE ON DRIVEWAY TO
 HZ2444'FARM OF HERBERT COURTNEY AND AZIMUTH MARK AT THE SOUTH SIDE OF BARN
 HZ2444'AS DESCRIBED, CONTINUE AROUND SIDE OF HOUSE THROUGH GATE ON NORTH
 HZ2444'SIDE OF HOUSE AND FOLLOW LANE ALONG FENCE LINE FOR ABOUT 0.1 MILE TO
 HZ2444'TOP OF A HILL TURN LEFT ACROSS VALLEY AND GO SOUTHWEST FOR ABOUT
 HZ2444'0.25 TO TOP OF NEXT HILL AND STATION NEAR MR. CURTIS HOUSE AS
 HZ2444'DESCRIBED.
 HZ2444'
 HZ2444'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2375 ***********************************************************************
 GC2375  DESIGNATION -  CURVE
 GC2375  PID         -  GC2375
 GC2375  STATE/COUNTY-  KY/SIMPSON
 GC2375  USGS QUAD   -  AUBURN (1994)
 GC2375
 GC2375                         *CURRENT SURVEY CONTROL
 GC2375  ___________________________________________________________________
 GC2375* NAD 83(1993)-  36 49 22.00275(N)    086 38 10.89864(W)     ADJUSTED  
 GC2375* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 GC2375  ___________________________________________________________________
 GC2375  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 GC2375  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GC2375
 GC2375  HORZ ORDER  -  THIRD
 GC2375
 GC2375.The horizontal coordinates were established by classical geodetic methods
 GC2375.and adjusted by the National Geodetic Survey in December 1995..
 GC2375
 GC2375.The orthometric height was scaled from a topographic map.
 GC2375
 GC2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2375
 GC2375.The geoid height was determined by GEOID03.
 GC2375
 GC2375;                    North         East     Units Scale Factor Converg.
 GC2375;SPC KY1Z     - 1,054,697.988 1,420,916.276   MT  1.00007253   -0 32 39.1
 GC2375;SPC KY1Z     - 3,460,288.32  4,661,789.48   sFT  1.00007253   -0 32 39.1
 GC2375;SPC KY S     -   554,686.454   420,923.171   MT  0.99998497   -0 32 15.2
 GC2375;SPC KY S     - 1,819,833.81  1,380,978.77   sFT  0.99998497   -0 32 15.2
 GC2375;UTM  16      - 4,075,274.592   532,430.190   MT  0.99961296   +0 13 04.6
 GC2375
 GC2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2375!SPC KY1Z     -   0.99997193  x   1.00007253  =   1.00004446
 GC2375!SPC KY S     -   0.99997193  x   0.99998497  =   0.99995690
 GC2375!UTM  16      -   0.99997193  x   0.99961296  =   0.99958490
 GC2375
 GC2375|---------------------------------------------------------------------|
 GC2375| PID    Reference Object                     Distance      Geod. Az  |
 GC2375|                                                           dddmmss.s |
 GC2375| CG5200 CURVE RM 1                           20.578 METERS 10836     |
 GC2375| CG5199 CURVE AZ MK                                        1860539.8 |
 GC2375| GC2377 PROMINENT                           APPROX. 3.5 KM 2685542.5 |
 GC2375| CG5201 CURVE RM 2                           12.857 METERS 35023     |
 GC2375| CG5202 CURVE RM 3                           13.369 METERS 35830     |
 GC2375|---------------------------------------------------------------------|
 GC2375
 GC2375                          SUPERSEDED SURVEY CONTROL
 GC2375
 GC2375  NAD 83(1986)-  36 49 22.01266(N)    086 38 10.90376(W) AD(       ) 3
 GC2375  NAD 27      -  36 49 21.87700(N)    086 38 10.92400(W) AD(       ) 3
 GC2375
 GC2375.Superseded values are not recommended for survey control.
 GC2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2375.See file dsdata.txt to determine how the superseded data were derived.
 GC2375
 GC2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3243075275(NAD 83)
 GC2375_MARKER: DS = TRIANGULATION STATION DISK
 GC2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2375
 GC2375  HISTORY     - Date     Condition        Report By
 GC2375  HISTORY     - 1951     MONUMENTED       CGS
 GC2375  HISTORY     - 1977     SEE DESCRIPTION  NGS
 GC2375
 GC2375                          STATION DESCRIPTION
 GC2375
 GC2375'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2375'STATION IS LOCATED ALONG THE WEST SIDE OF STATE HIGHWAY 73 ABOUT 8
 GC2375'MILES NORTHWEST OF FRANKLIN AND 5 MILES SOUTHEAST OF AUBURN.  IT IS
 GC2375'76 FEET SOUTH OF A 48 INCH OAK TREE, 26 FEET WEST OF CENTER OF
 GC2375'HIGHWAY 73, 4 FEET NORTHEAST OF A WHITE WITNESS POST AND 3 FEET
 GC2375'EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GC2375'STAMPED CURVE 1951.
 GC2375'
 GC2375'REFERENCE MARK NO. 1 IS 37 FEET EAST OF CENTER OF HIGHWAY 73 AND 1
 GC2375'FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GC2375'DISK IS STAMPED CURVE NO 1 1951.
 GC2375'
 GC2375'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF 48 INCH OAK TREE, 25 FEET
 GC2375'WEST OF CENTER OF HIGHWAY 73, 5 FEET SOUTHWEST OF A TELEPHONE POLE
 GC2375'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GC2375'DISK IS STAMPED CURVE NO 2 1951.
 GC2375'
 GC2375'AZIMUTH MARK IS 23 FEET WEST OF CENTER OF HIGHWAY 73, 2 FEET
 GC2375'NORTHEAST OF A WHITE WITNESS POST AND 2 FEET EAST OF A FENCE.
 GC2375'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CURVE 1951.
 GC2375'
 GC2375'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC2375'HIGHWAY 73, WHICH IS ABOUT 3 MILES NORTHEAST OF AUBURN, GO SOUTH
 GC2375'ON STATE HIGHWAY 73 FOR 4.3 MILES TO STATION ON RIGHT AS DESCRIBED.
 GC2375'
 GC2375'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 73
 GC2375'FOR 0.3 MILE TO MARK ON RIGHT AS DESCRIBED.
 GC2375'
 GC2375'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC2375
 GC2375                          STATION RECOVERY (1977)
 GC2375
 GC2375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC2375'THE UNDERGROUND STATION MARK AND REFERENCE MARK 1 WERE FOUND IN
 GC2375'GOOD CONDITION.  REFERENCE MARK 2, THE SURFACE STATION MARK AND
 GC2375'THE AZIMUTH MARK WERE FOUND DESTROYED BY FARM EQUIPMENT.  THE
 GC2375'DISTANCE TO REFERENCE MARK 1 CHECKED.  A NEW SURFACE STATION MARK
 GC2375'AND REFERENCE MARK 3 WERE SET.  A NEW DESCRIPTION FOLLOWS--
 GC2375'
 GC2375'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF FRANKLIN, IN THE
 GC2375'EAST EDGE OF A CULTIVATED FIELD, 25 FEET WEST OF THE CENTERLINE OF
 GC2375'STATE HIGHWAY 73, 45 FEET SOUTH OF A METAL WITNESS POST, 105 FEET
 GC2375'SOUTH OF A POWER POLE AND 88 FEET SOUTHWEST OF A 24 INCH HICKORY
 GC2375'TREE.  THE MONUMENT IS 18 INCHES UNDERGROUND AND THE DISK IS
 GC2375'STAMPED CURVE 1951 1977.
 GC2375'
 GC2375'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 68 AND
 GC2375'STATE HIGHWAY 73 ABOUT 3 MILES NORTHEAST OF AUBURN, GO
 GC2375'SOUTH ON HIGHWAY 73 FOR 4.3 MILES TO THE STATION ON THE RIGHT.
 GC2375'
 GC2375'REFERENCE MARK 1 IS 12 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 1
 GC2375'FOOT WEST OF A FENCE, 37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 GC2375'AND 74 FEET SOUTH OF THE 24 INCH HICKORY TREE.  THE MONUMENT
 GC2375'PROJECTS 2 INCHES AND THE DISK IS STAMPED CURVE NO 1 1951.
 GC2375'
 GC2375'REFERENCE MARK 3 IS 61 FEET SOUTH OF A POWER POLE, 1 FOOT SOUTH
 GC2375'OF A METAL WITNESS POST AND 19 FEET WEST OF THE CENTERLINE OF THE
 GC2375'HIGHWAY.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GC2375'CURVE 1951 NO 3 1977.
 GC2375'
 GC2375'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 GC2375'SOUTHEAST OF AUBURN.
 GC2375'
 GC2375'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1326 ***********************************************************************
 HA1326  DESIGNATION -  CUSTER
 HA1326  PID         -  HA1326
 HA1326  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1326  USGS QUAD   -  CUSTER (1963)
 HA1326
 HA1326                         *CURRENT SURVEY CONTROL
 HA1326  ___________________________________________________________________
 HA1326* NAD 83(1993)-  37 44 08.04151(N)    086 15 37.38014(W)     ADJUSTED  
 HA1326* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 HA1326  ___________________________________________________________________
 HA1326  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 HA1326  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HA1326
 HA1326  HORZ ORDER  -  THIRD
 HA1326
 HA1326.The horizontal coordinates were established by classical geodetic methods
 HA1326.and adjusted by the National Geodetic Survey in December 1995..
 HA1326
 HA1326.The orthometric height was scaled from a topographic map.
 HA1326
 HA1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1326
 HA1326.The geoid height was determined by GEOID03.
 HA1326
 HA1326;                    North         East     Units Scale Factor Converg.
 HA1326;SPC KY1Z     - 1,155,746.235 1,455,015.649   MT  0.99990795   -0 18 48.1
 HA1326;SPC KY1Z     - 3,791,810.77  4,773,663.84   sFT  0.99990795   -0 18 48.1
 HA1326;SPC KY S     -   655,736.512   455,012.857   MT  0.99996988   -0 18 34.3
 HA1326;SPC KY S     - 2,151,362.21  1,492,821.35   sFT  0.99996988   -0 18 34.3
 HA1326;UTM  16      - 4,176,733.739   565,169.300   MT  0.99965231   +0 27 09.6
 HA1326
 HA1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1326!SPC KY1Z     -   0.99996442  x   0.99990795  =   0.99987237
 HA1326!SPC KY S     -   0.99996442  x   0.99996988  =   0.99993430
 HA1326!UTM  16      -   0.99996442  x   0.99965231  =   0.99961674
 HA1326
 HA1326|---------------------------------------------------------------------|
 HA1326| PID    Reference Object                     Distance      Geod. Az  |
 HA1326|                                                           dddmmss.s |
 HA1326| CG8456 CUSTER RM 1                          24.340 METERS 07120     |
 HA1326| CG8457 CUSTER RM 2                          14.527 METERS 18440     |
 HA1326| CG8455 CUSTER AZ MK                                       3470112.9 |
 HA1326|---------------------------------------------------------------------|
 HA1326
 HA1326                          SUPERSEDED SURVEY CONTROL
 HA1326
 HA1326  NAD 83(1986)-  37 44 08.04982(N)    086 15 37.38614(W) AD(       ) 3
 HA1326  NAD 27      -  37 44 07.82400(N)    086 15 37.48700(W) AD(       ) 3
 HA1326
 HA1326.Superseded values are not recommended for survey control.
 HA1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1326.See file dsdata.txt to determine how the superseded data were derived.
 HA1326
 HA1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6516976734(NAD 83)
 HA1326_MARKER: DS = TRIANGULATION STATION DISK
 HA1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1326
 HA1326  HISTORY     - Date     Condition        Report By
 HA1326  HISTORY     - 1950     MONUMENTED       CGS
 HA1326
 HA1326                          STATION DESCRIPTION
 HA1326
 HA1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1326'STATION IS LOCATED JUST WEST OF THE VILLAGE OF CUSTER ON THE GROUNDS
 HA1326'OF THE CUSTER METHODIST CHURCH.  IT IS 49 FEET NORTH OF THE
 HA1326'NORTH CORNER OF THE CHURCH, 46 FEET SOUTHEAST OF THE CENTER OF A
 HA1326'GRAVEL ROAD AND 15 FEET SOUTHWEST OF AN 18 INCH OAK TREE.  THE
 HA1326'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 HA1326'CUSTER 1950.
 HA1326'
 HA1326'REFERENCE MARK NO. 1 IS 104 FEET NORTHEAST OF THE NORTH CORNER OF THE
 HA1326'CHURCH, 71 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 19 FEET
 HA1326'WEST OF A POWER LINE POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 HA1326'GROUND AND THE DISK IS STAMPED CUSTER NO 1 1950.
 HA1326'
 HA1326'REFERENCE MARK NO. 2 IS SET FLUSH IN A DRILL HOLE IN THE BOTTOM STEP
 HA1326'OF THE FRONT ENTRANCE TO THE CHURCH.  THE DISK IS STAMPED CUSTER NO
 HA1326'2 1950.
 HA1326'
 HA1326'AZIMUTH MARK IS ON PROPERTY OWNED BY MR. T. E. DYER.  IT IS 145 FEET
 HA1326'SOUTH OF THE CENTER OF STATE HIGHWAY 86, 123 FEET WEST OF THE
 HA1326'SOUTHWEST CORNER OF MR. DYERS HOUSE, 28 FEET SOUTHEAST OF THE
 HA1326'SOUTHEAST CORNER OF A BARN AND 2 FEET SOUTH OF A WHITE WITNESS
 HA1326'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 HA1326'IS STAMPED CUSTER 1950.
 HA1326'
 HA1326'TO REACH THE STATION FROM THE INTERSECTION OF A CROSSROADS AND STATE
 HA1326'HIGHWAY 86 IN CUSTER, GO NORTHWEST ON HIGHWAY 86 FOR 0.05 MILE
 HA1326'TO A FORK (*), TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 0.35 MILE TO
 HA1326'THE CHURCH ON THE LEFT AND THE STATION AS DESCRIBED.
 HA1326'
 HA1326'TO REACH THE AZIMUTH MARK FROM THIS POINT (*), GO NORTHWEST ON
 HA1326'HIGHWAY 86 FOR 0.4 MILE TO A FARM DRIVEWAY ON THE LEFT NEAR THE
 HA1326'TOP OF A HILL, TURN LEFT, THEN RIGHT INTO BARN LOT AND THE AZIMUTH
 HA1326'MARK AS DESCRIBED.
 HA1326'
 HA1326'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0045 ***********************************************************************
 GC0045  DESIGNATION -  CUT 2
 GC0045  PID         -  GC0045
 GC0045  STATE/COUNTY-  KY/WARREN
 GC0045  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0045
 GC0045                         *CURRENT SURVEY CONTROL
 GC0045  ___________________________________________________________________
 GC0045* NAD 83(1993)-  36 56 38.28374(N)    086 28 53.07777(W)     ADJUSTED  
 GC0045* NAVD 88     -       180.232  (meters)     591.31   (feet)  ADJUSTED  
 GC0045  ___________________________________________________________________
 GC0045  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GC0045  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GC0045  DYNAMIC HT  -         180.092 (meters)     590.85  (feet)  COMP
 GC0045  MODELED GRAV-     979,846.2   (mgal)                       NAVD 88
 GC0045
 GC0045  HORZ ORDER  -  THIRD
 GC0045  VERT ORDER  -  FIRST     CLASS I
 GC0045
 GC0045.The horizontal coordinates were established by classical geodetic methods
 GC0045.and adjusted by the National Geodetic Survey in December 1995..
 GC0045.No horizontal observational check was made to the station.
 GC0045
 GC0045.The orthometric height was determined by differential leveling
 GC0045.and adjusted by the National Geodetic Survey in June 1991..
 GC0045
 GC0045.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0045
 GC0045.The geoid height was determined by GEOID03.
 GC0045
 GC0045.The dynamic height is computed by dividing the NAVD 88
 GC0045.geopotential number by the normal gravity value computed on the
 GC0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0045.degrees latitude (g = 980.6199 gals.).
 GC0045
 GC0045.The modeled gravity was interpolated from observed gravity values.
 GC0045
 GC0045;                    North         East     Units Scale Factor Converg.
 GC0045;SPC KY1Z     - 1,068,027.492 1,434,846.493   MT  1.00003626   -0 26 56.6
 GC0045;SPC KY1Z     - 3,504,020.20  4,707,492.20   sFT  1.00003626   -0 26 56.6
 GC0045;SPC KY S     -   568,016.397   434,850.895   MT  0.99996845   -0 26 36.9
 GC0045;SPC KY S     - 1,863,567.13  1,426,673.31   sFT  0.99996845   -0 26 36.9
 GC0045;UTM  16      - 4,088,782.156   546,176.068   MT  0.99962627   +0 18 42.1
 GC0045
 GC0045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0045!SPC KY1Z     -   0.99997647  x   1.00003626  =   1.00001272
 GC0045!SPC KY S     -   0.99997647  x   0.99996845  =   0.99994492
 GC0045!UTM  16      -   0.99997647  x   0.99962627  =   0.99960274
 GC0045
 GC0045|---------------------------------------------------------------------|
 GC0045| PID    Reference Object                     Distance      Geod. Az  |
 GC0045|                                                           dddmmss.s |
 GC0045| GC0041 CUT                                  11.140 METERS 04556     |
 GC0045| GC0044 CUT 2 RM 3                           18.511 METERS 19151     |
 GC0045| GC0040 CUT AZ RESET                                       2255551.8 |
 GC0045| GC0046 CUT 2 RM 4                           26.731 METERS 31433     |
 GC0045|---------------------------------------------------------------------|
 GC0045
 GC0045                          SUPERSEDED SURVEY CONTROL
 GC0045
 GC0045  NAD 83(1986)-  36 56 38.29250(N)    086 28 53.08397(W) AD(       ) 3
 GC0045  NAD 27      -  36 56 38.15000(N)    086 28 53.10100(W) AD(       ) 3
 GC0045  NGVD 29 (??/??/92)  180.358  (m)          591.72   (f) ADJ UNCH    1 1
 GC0045
 GC0045.Superseded values are not recommended for survey control.
 GC0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0045.See file dsdata.txt to determine how the superseded data were derived.
 GC0045
 GC0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4617688782(NAD 83)
 GC0045_MARKER: DE = TRAVERSE STATION DISK
 GC0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0045_STAMPING: CUT 2 1962
 GC0045_MARK LOGO: CGS   
 GC0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0045+STABILITY: SURFACE MOTION
 GC0045
 GC0045  HISTORY     - Date     Condition        Report By
 GC0045  HISTORY     - 1962     MONUMENTED       CGS
 GC0045  HISTORY     - 1966     GOOD             CGS
 GC0045  HISTORY     - 1967     GOOD             CGS
 GC0045  HISTORY     - 1968     GOOD             NGS
 GC0045  HISTORY     - 1968     GOOD             CGS
 GC0045
 GC0045                          STATION DESCRIPTION
 GC0045
 GC0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 GC0045'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF BOWLING GREEN ON
 GC0045'THE WEST SIDE OF U.S. HIGHWAY 31W.
 GC0045'
 GC0045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W BYPASS AND
 GC0045'U.S. HIGHWAY 31W BUSINESS ROUTE IN THE SOUTHWEST SECTION OF BOWLING
 GC0045'GREEN, GO SOUTHWEST ON U.S. HIGHWAY 31W FOR 2.8 MILES TO THE STATION
 GC0045'ON THE RIGHT.
 GC0045'
 GC0045'THE STATION IS 68 FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GC0045'31W AND 48 FEET SOUTHWEST OF A POWER LINE POLE. IT IS A STANDARD DISK
 GC0045'SET IN THE TOP OF A SQUARE CONRETE POST WHICH IS FLUSH AND IS STAMPED
 GC0045'CUT 2 1962.
 GC0045'
 GC0045'REFERENCE MARK NO. 3 IS 49 FEET WEST OF THE APPROXIMATE CENTER OF
 GC0045'U.S. HIGHWAY 31W AND UNDERNEATH A POWER LINE. IT IS A STANDARD DISK
 GC0045'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH AND IS STAMPED CUT
 GC0045'2 NO 3 1962.
 GC0045'
 GC0045'REFERENCE MARK NO. 4 IS 158 FEET WEST OF THE APPROXIMATE CENTER OF
 GC0045'U.S. HIGHWAY 31W AND 118 FEET WEST OF A POWER LINE POLE. IT IS A
 GC0045'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 GC0045'AND IS STAMPED CUT 2 NO 4 1962.
 GC0045'
 GC0045'IT IS 131 FEET BETWEEN REFERENCE MARK NO.3 AND NO.4.
 GC0045'
 GC0045'THE AZIMUTH MARK IS 71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GC0045'WHITE HOUSE, 29 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GC0045'ROAD AND 1.0 FEET NORTH OF A WIRE FENCE. IT IS A STANDARD DISK SET IN
 GC0045'THE TOP OF A SQUARE CONCRETE POST SET FLUSH AND IS STAMPED CUT
 GC0045'1952 RESET 1962.
 GC0045'
 GC0045'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. HIGHWAY
 GC0045'31W FOR 0.3 MILE TO A CROSSROAD, TURN RIGHT AND GO 0.15 MILE TO THE
 GC0045'MARK ON THE RIGHT.
 GC0045
 GC0045                          STATION RECOVERY (1966)
 GC0045
 GC0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 GC0045'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GC0045'THE STATION DESCRIPTION WAS COMPLETELY ADEQUATE WITH THE FOLLOWING
 GC0045'NOTATIONS ADDED.
 GC0045'
 GC0045'THE STATION MARK DISK IS A TRAVERSE STATION DISK AND THE STATION IS
 GC0045'0.9 OF A FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 GC0045'
 GC0045'REFERENCE MARK NO. 4 IS 0.9 OF A FOOT SOUTHEAST OF A METAL WITNESS
 GC0045'POST AND SIGN.
 GC0045'
 GC0045'THE AZIMUTH MARK IS 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 GC0045'
 GC0045'THE STATION TO-REACH AS WRITTEN IN 1962 IS COMPLETELY ADEQUATE.
 GC0045
 GC0045                          STATION RECOVERY (1967)
 GC0045
 GC0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC0045'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GC0045'CONDITION.
 GC0045'
 GC0045'DUE TO CHANGES IN THE AREA AROUND THE STATION SITE THE DESCRIPTION IS
 GC0045'NO LONGER COMPLETELY ADEQUATE.
 GC0045'
 GC0045'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC0045'
 GC0045'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF BOWLING GREEN AND
 GC0045'ABOUT 1/2 MILE NORTHEAST OF THE MEMPHIS JUNCTION STATION OF THE
 GC0045'LOUISVILLE AND NASHVILLE RAILROAD, AND IS ON PROPERTY OWNED BY THE
 GC0045'LOUISVILLE AND NASHVILLE RAILROAD CO.
 GC0045'
 GC0045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W BYPASS AND
 GC0045'U.S. HIGHWAY 31W BUSINESS ROUTE IN THE SOUTHWEST SECTION OF BOWLING
 GC0045'GREEN, GO SOUTHWEST ON U.S. HIGHWAY 31W FOR 2.8 MILES TO THE STATION
 GC0045'ON THE RIGHT AS DESCRIBED.
 GC0045'
 GC0045'THE STATION IS NOW IN GRASSLAND, 67 FEET NORTHWEST OF THE APPROXIMATE
 GC0045'CENTER OF U.S. HIGHWAY 31W, 46 FEET WEST OF A POWERLINE POLE,
 GC0045'AND 0.9 OF A FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN. IT IS A
 GC0045'STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC0045'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED CUT 2 1962.
 GC0045'
 GC0045'REFERENCE MARK NO. 3 IS 99 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE,
 GC0045'48 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 31W AND
 GC0045'DIRECTLY UNDER A POWERLINE. IT IS A STANDARD DISK SET IN THE TOP OF A
 GC0045'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC0045'CUT 2 NO 3 1962.
 GC0045'
 GC0045'REFERENCE MARK NO. 4 IS 97 FEET SOUTHWEST OF THE SECOND UTILITY POLE
 GC0045'WEST OF U.S. HIGHWAY 31W ALONG THE SOUTH EDGE OF A TRAILER COURT, 91
 GC0045'FEET SOUTH OF THE THIRD POLE WEST OF U.S. HIGHWAY 31W, AND 0.9 OF A
 GC0045'FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 GC0045'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GC0045'AND THE DISK IS STAMPED CUT 2 NO 4 1962.
 GC0045'
 GC0045'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GC0045'REFERENCE MARK NO. 4 IS 87.68 FEET.
 GC0045'
 GC0045'THE AZIMUTH MARK IS 84 FEET SOUTH OF A POWERLINE TRANSFORMER POLE, 71
 GC0045'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOME, 55 FEET
 GC0045'EAST-SOUTHEAST OF A 14-INCH MAPLE TREE, 33 FEET NORT-NORTHEAST OF THE
 GC0045'APPROXIMATE CENTER OF AN OILED ROAD, AND 21 FEET EAST OF A TELEPHONE
 GC0045'POLE. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC0045'CONCRETE MONUMENT AND IS FLUSH WITH THE LAWN SURFACE IN MR. TURNER
 GC0045'BURNS YARD. DUE TO THE MARKS LOCATION NO WITNESS POST WAS SET.
 GC0045'
 GC0045'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHERLY ON
 GC0045'U.S. HIGHWAY 31W FOR 0.3 MILE TO A CROSSROAD, TURN RIGHT AND GO
 GC0045'WESTERLY ON A PAVED ROAD FOR 0.15 MILE TO THE BRICK HOME OF MR.
 GC0045'TURNER BURNS ON THE RIGHT AND THE MARK IN LAWN AS DESCRIBED.
 GC0045'
 GC0045'THIS WAS NOT AN OCCUPIED STATION.
 GC0045
 GC0045                          STATION RECOVERY (1968)
 GC0045
 GC0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC0045'5.9 MI SW FROM BOWLING GREEN.
 GC0045'ABOUT 5.2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0045'RAILROAD FROM THE STATION AT BOWLING GREEN, THENCE 0.4 MILE EAST
 GC0045'ALONG A PAVED ROAD, THENCE 0.3 MILE NORTH ALONG U.S. HIGHWAY 31W,
 GC0045'68 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 48 FEET
 GC0045'SOUTHWEST OF A POWER POLE, 86.40 FEET SOUTHEAST OF CUT 2 RM NO. 4,
 GC0045'60.80 FEET NORTH OF CUT 2 RM NO. 3, 0.9 FOOT SOUTHEAST OF A METAL
 GC0045'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 GC0045'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF
 GC0045'THE GROUND.
 GC0045
 GC0045                          STATION RECOVERY (1968)
 GC0045
 GC0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 GC0045'THE STATION MARK, STAMPED CUT 2 1962, IS ABOUT 5.2 MILES SOUTHWEST
 GC0045'ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE STATION AT
 GC0045'BOWLING GREEN, THENCE 0.4 MILE EAST ALONG A PAVED ROAD, THENCE 0.3
 GC0045'MILE NORTH ALONG U.S. HIGHWAY 31W, 68 FEET NORTHWEST OF THE
 GC0045'CENTERLINE OF THE HIGHWAY, 48 FEET SOUTHWEST OF A POWER POLE, 0.9
 GC0045'FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 GC0045'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 GC0045'LEVEL WITH THE SURFACE OF THE GROUND.
 GC0045'
 GC0045'RM NO. 3, STAMPED CUT 2 NO. 3 1962, IS 60.80 FEET SOUTH OF THE
 GC0045'STATION MARK, 131.00 FEET SOUTH OF RM NO. 4, 49 FEET NORTHEWEST
 GC0045'OF THE CENTERLINE OF THE HIGHWAY, 100 FEET SOUTHWEST OF A POWER POLE,
 GC0045'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 GC0045'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 GC0045'GROUND.
 GC0045'
 GC0045'RM NO. 4 STAMPED, CUT 2 NO. 4 1962, IS 86.40 FEET NORTHWEST OF THE
 GC0045'STATION MARK, 131.00 FEET NORTHWEST OF RM NO. 3, 158 FEET NORTHWEST
 GC0045'OF THE CENTERLINE OF THE HIGHWAY, 118 FEET NORTHWEST OF A POWER POLE,
 GC0045'91 FEET SOUTHWEST OF A POWER POLE SERVING MOBILE TERRACE TRAILER
 GC0045'PARK LOT NUMBERS 3 AND 4, 0.9 FOOT SOUTHEAST OF A METAL WITNESS POST,
 GC0045'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GC0045'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 GC0045'
 GC0045'THE AZIMUTH MARK, STAMPED CUT 1952 RESET 1962, IS 0.3 MILE SOUTH
 GC0045'ALONG U.S. HIGHWAY 31W AND THENCE 0.15 MILE WEST ALONG THE PAVED
 GC0045'ROAD FROM THE STATION MARK, 0.15 MILE WEST OF THE JUNCTION OF THE
 GC0045'ROAD AND U.S. HIGHWAY 31W, 33 FEET NORTHEAST OF THE CENTERLINE OF THE
 GC0045'ROAD, 71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 20
 GC0045'1/2 FEET EAST OF A TELEPHONE POLE, ABOUT 1 FOOT BELOW THE
 GC0045'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GC0045'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 GC0045'
 GC0045'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 5.9 MILES
 GC0045'SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0044 ***********************************************************************
 GC0044  DESIGNATION -  CUT 2 RM 3
 GC0044  PID         -  GC0044
 GC0044  STATE/COUNTY-  KY/WARREN
 GC0044  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0044
 GC0044                         *CURRENT SURVEY CONTROL
 GC0044  ___________________________________________________________________
 GC0044* NAD 83(1986)-  36 56 38.     (N)    086 28 53.     (W)     SCALED    
 GC0044* NAVD 88     -       179.962  (meters)     590.43   (feet)  ADJUSTED  
 GC0044  ___________________________________________________________________
 GC0044  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GC0044  DYNAMIC HT  -         179.821 (meters)     589.96  (feet)  COMP
 GC0044  MODELED GRAV-     979,846.2   (mgal)                       NAVD 88
 GC0044
 GC0044  VERT ORDER  -  FIRST     CLASS I
 GC0044
 GC0044.The horizontal coordinates were scaled from a topographic map and have
 GC0044.an estimated accuracy of +/- 6 seconds.
 GC0044
 GC0044.The orthometric height was determined by differential leveling
 GC0044.and adjusted by the National Geodetic Survey in June 1991..
 GC0044
 GC0044.The geoid height was determined by GEOID03.
 GC0044
 GC0044.The dynamic height is computed by dividing the NAVD 88
 GC0044.geopotential number by the normal gravity value computed on the
 GC0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0044.degrees latitude (g = 980.6199 gals.).
 GC0044
 GC0044.The modeled gravity was interpolated from observed gravity values.
 GC0044
 GC0044;                    North         East    Units  Estimated Accuracy
 GC0044;SPC KY1Z     - 1,068,020.    1,434,850.      MT  (+/- 180 meters Scaled)
 GC0044
 GC0044                          SUPERSEDED SURVEY CONTROL
 GC0044
 GC0044  NGVD 29 (??/??/92)  180.098  (m)          590.87   (f) ADJ UNCH    1 1
 GC0044
 GC0044.Superseded values are not recommended for survey control.
 GC0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0044.See file dsdata.txt to determine how the superseded data were derived.
 GC0044
 GC0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF461887(NAD 83)
 GC0044_MARKER: DR = REFERENCE MARK DISK
 GC0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0044_STAMPING: CUT 2 3 1962
 GC0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0044+STABILITY: SURFACE MOTION
 GC0044
 GC0044  HISTORY     - Date     Condition        Report By
 GC0044  HISTORY     - 1962     MONUMENTED       CGS
 GC0044  HISTORY     - 1968     GOOD             NGS
 GC0044
 GC0044                          STATION DESCRIPTION
 GC0044
 GC0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0044'5.9 MI SW FROM BOWLING GREEN.
 GC0044'ABOUT 5.2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0044'RAILROAD FROM THE STATION AT BOWLING GREEN, THENCE 0.4 MILE EAST
 GC0044'ALONG A PAVED ROAD, THENCE 0.3 MILE NORTH ALONG U.S. HIGHWAY 31W,
 GC0044'49 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 100 FEET
 GC0044'SOUTHWEST OF A POWER POLE, 60.80 FEET SOUTH OF TRIANGULATION
 GC0044'STATION CUT 2 1962, 131.00 FEET SOUTH OF CUT 2 RM NO. 4, ABOUT 4
 GC0044'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GC0044'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 GC0044'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0046 ***********************************************************************
 GC0046  DESIGNATION -  CUT 2 RM 4
 GC0046  PID         -  GC0046
 GC0046  STATE/COUNTY-  KY/WARREN
 GC0046  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0046
 GC0046                         *CURRENT SURVEY CONTROL
 GC0046  ___________________________________________________________________
 GC0046* NAD 83(1986)-  36 56 38.     (N)    086 28 53.     (W)     SCALED    
 GC0046* NAVD 88     -       180.090  (meters)     590.85   (feet)  ADJUSTED  
 GC0046  ___________________________________________________________________
 GC0046  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GC0046  DYNAMIC HT  -         179.950 (meters)     590.39  (feet)  COMP
 GC0046  MODELED GRAV-     979,846.2   (mgal)                       NAVD 88
 GC0046
 GC0046  VERT ORDER  -  FIRST     CLASS I
 GC0046
 GC0046.The horizontal coordinates were scaled from a topographic map and have
 GC0046.an estimated accuracy of +/- 6 seconds.
 GC0046
 GC0046.The orthometric height was determined by differential leveling
 GC0046.and adjusted by the National Geodetic Survey in June 1991..
 GC0046
 GC0046.The geoid height was determined by GEOID03.
 GC0046
 GC0046.The dynamic height is computed by dividing the NAVD 88
 GC0046.geopotential number by the normal gravity value computed on the
 GC0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0046.degrees latitude (g = 980.6199 gals.).
 GC0046
 GC0046.The modeled gravity was interpolated from observed gravity values.
 GC0046
 GC0046;                    North         East    Units  Estimated Accuracy
 GC0046;SPC KY1Z     - 1,068,020.    1,434,850.      MT  (+/- 180 meters Scaled)
 GC0046
 GC0046                          SUPERSEDED SURVEY CONTROL
 GC0046
 GC0046  NGVD 29 (??/??/92)  180.226  (m)          591.29   (f) ADJ UNCH    1 1
 GC0046
 GC0046.Superseded values are not recommended for survey control.
 GC0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0046.See file dsdata.txt to determine how the superseded data were derived.
 GC0046
 GC0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF461887(NAD 83)
 GC0046_MARKER: DR = REFERENCE MARK DISK
 GC0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0046_STAMPING: CUT 2 NO 4 1962
 GC0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0046+STABILITY: SURFACE MOTION
 GC0046
 GC0046  HISTORY     - Date     Condition        Report By
 GC0046  HISTORY     - 1962     MONUMENTED       CGS
 GC0046  HISTORY     - 1968     GOOD             NGS
 GC0046
 GC0046                          STATION DESCRIPTION
 GC0046
 GC0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0046'5.9 MI SW FROM BOWLING GREEN.
 GC0046'ABOUT 5.2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0046'RAILROAD FROM THE STATION AT BOWLING GREEN, THENCE 0.4 MILE EAST
 GC0046'ALONG A PAVED ROAD, THENCE 0.3 MILE NORTH ALONG U.S. HIGHWAY 31W,
 GC0046'158 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 118 FEET
 GC0046'NORTHWEST OF A POWER POLE, 91 FEET SOUTHWEST OF A POWER POLE
 GC0046'SERVING MOBILE TERRACE TRAILER PARK LOT NUMBERS 3 AND 4, 131.00
 GC0046'FEET NORTHWEST OF CUT 2 RM NO. 3, 86.40 FEET NORTHWEST OF
 GC0046'TRIANGULATION STATION CUT 2 1962, 0.9 FOOT SOUTHEAST OF A METAL
 GC0046'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 GC0046'IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE
 GC0046'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0040 ***********************************************************************
 GC0040  DESIGNATION -  CUT AZ RESET
 GC0040  PID         -  GC0040
 GC0040  STATE/COUNTY-  KY/WARREN
 GC0040  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0040
 GC0040                         *CURRENT SURVEY CONTROL
 GC0040  ___________________________________________________________________
 GC0040* NAD 83(1986)-  36 56 26.     (N)    086 29 09.     (W)     SCALED    
 GC0040* NAVD 88     -       167.765  (meters)     550.41   (feet)  ADJUSTED  
 GC0040  ___________________________________________________________________
 GC0040  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GC0040  DYNAMIC HT  -         167.634 (meters)     549.98  (feet)  COMP
 GC0040  MODELED GRAV-     979,845.3   (mgal)                       NAVD 88
 GC0040
 GC0040  VERT ORDER  -  FIRST     CLASS I
 GC0040
 GC0040.The horizontal coordinates were scaled from a topographic map and have
 GC0040.an estimated accuracy of +/- 6 seconds.
 GC0040
 GC0040.The orthometric height was determined by differential leveling
 GC0040.and adjusted by the National Geodetic Survey in June 1991..
 GC0040
 GC0040.The geoid height was determined by GEOID03.
 GC0040
 GC0040.The dynamic height is computed by dividing the NAVD 88
 GC0040.geopotential number by the normal gravity value computed on the
 GC0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0040.degrees latitude (g = 980.6199 gals.).
 GC0040
 GC0040.The modeled gravity was interpolated from observed gravity values.
 GC0040
 GC0040;                    North         East    Units  Estimated Accuracy
 GC0040;SPC KY1Z     - 1,067,650.    1,434,450.      MT  (+/- 180 meters Scaled)
 GC0040
 GC0040                          SUPERSEDED SURVEY CONTROL
 GC0040
 GC0040  NGVD 29 (??/??/92)  167.900  (m)          550.85   (f) ADJ UNCH    1 1
 GC0040
 GC0040.Superseded values are not recommended for survey control.
 GC0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0040.See file dsdata.txt to determine how the superseded data were derived.
 GC0040
 GC0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF457884(NAD 83)
 GC0040_MARKER: DZ = AZIMUTH MARK DISK
 GC0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0040_STAMPING: CUT 1952 RESET 1962
 GC0040_MARK LOGO: CGS   
 GC0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0040+STABILITY: SURFACE MOTION
 GC0040
 GC0040  HISTORY     - Date     Condition        Report By
 GC0040  HISTORY     - 1962     MONUMENTED       CGS
 GC0040  HISTORY     - 1968     GOOD             NGS
 GC0040
 GC0040                          STATION DESCRIPTION
 GC0040
 GC0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0040'5.4 MI SW FROM BOWLING GREEN.
 GC0040'ABOUT 5.2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0040'RAILROAD FROM THE STATION AT BOWLING GREEN, THENCE 0.25 MILE EAST
 GC0040'ALONG A PAVED ROAD, 0.15 MILE WEST OF THE JUNCTION OF THE ROAD AND
 GC0040'U.S. HIGHWAY 31W, 33 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 GC0040'71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 20 1/2
 GC0040'FEET EAST OF A TELEPHONE POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GC0040'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 GC0040'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3314 ***********************************************************************
 GY3314  DESIGNATION -  CUTOFF
 GY3314  PID         -  GY3314
 GY3314  STATE/COUNTY-  KY/CLAY
 GY3314  USGS QUAD   -  PORTERSBURG (1979)
 GY3314
 GY3314                         *CURRENT SURVEY CONTROL
 GY3314  ___________________________________________________________________
 GY3314* NAD 83(1993)-  37 07 52.16534(N)    083 53 26.15822(W)     ADJUSTED  
 GY3314* NAVD 88     -       514.     (meters)    1686.     (feet)  SCALED    
 GY3314  ___________________________________________________________________
 GY3314  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 GY3314  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GY3314
 GY3314  HORZ ORDER  -  SECOND
 GY3314
 GY3314.The horizontal coordinates were established by classical geodetic methods
 GY3314.and adjusted by the National Geodetic Survey in December 1995..
 GY3314
 GY3314.The orthometric height was scaled from a topographic map.
 GY3314
 GY3314.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3314
 GY3314.The geoid height was determined by GEOID03.
 GY3314
 GY3314;                    North         East     Units Scale Factor Converg.
 GY3314;SPC KY1Z     - 1,090,192.315 1,665,210.870   MT  0.99998890   +1 08 29.8
 GY3314;SPC KY1Z     - 3,576,739.29  5,463,279.33   sFT  0.99998890   +1 08 29.8
 GY3314;SPC KY S     -   590,163.102   665,204.980   MT  0.99995164   +1 07 39.6
 GY3314;SPC KY S     - 1,936,226.78  2,182,426.67   sFT  0.99995164   +1 07 39.6
 GY3314;UTM  17      - 4,113,334.123   243,218.445   MT  1.00041234   -1 44 45.0
 GY3314
 GY3314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3314!SPC KY1Z     -   0.99992417  x   0.99998890  =   0.99991307
 GY3314!SPC KY S     -   0.99992417  x   0.99995164  =   0.99987581
 GY3314!UTM  17      -   0.99992417  x   1.00041234  =   1.00033648
 GY3314
 GY3314:                Primary Azimuth Mark                     Grid Az
 GY3314:SPC KY1Z     -  RADDER                                   026 47 50.0
 GY3314:SPC KY S     -  RADDER                                   026 48 40.2
 GY3314:UTM  17      -  RADDER                                   029 41 04.8
 GY3314
 GY3314|---------------------------------------------------------------------|
 GY3314| PID    Reference Object                     Distance      Geod. Az  |
 GY3314|                                                           dddmmss.s |
 GY3314| GY3309 RADDER                              APPROX.10.5 KM 0275619.8 |
 GY3314| DB9143 CUTOFF RM 1                          15.935 METERS 14011     |
 GY3314| DB9144 CUTOFF RM 2                          22.522 METERS 22108     |
 GY3314|---------------------------------------------------------------------|
 GY3314
 GY3314                          SUPERSEDED SURVEY CONTROL
 GY3314
 GY3314  NAD 83(1986)-  37 07 52.17268(N)    083 53 26.16295(W) AD(       ) 2
 GY3314  NAD 27      -  37 07 51.85000(N)    083 53 26.43400(W) AD(       ) 2
 GY3314
 GY3314.Superseded values are not recommended for survey control.
 GY3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3314.See file dsdata.txt to determine how the superseded data were derived.
 GY3314
 GY3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB4321813334(NAD 83)
 GY3314_MARKER: DS = TRIANGULATION STATION DISK
 GY3314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3314
 GY3314  HISTORY     - Date     Condition        Report By
 GY3314  HISTORY     - 1950     MONUMENTED       CGS
 GY3314
 GY3314                          STATION DESCRIPTION
 GY3314
 GY3314'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3314'STATION IS LOCATED ABOUT 10 MILES EAST OF LONDON AND 6 MILES WEST OF
 GY3314'MANCHESTER ON WHAT IS KNOWN LOCALLY AS CUTOFF MOUNTAIN.  IT IS
 GY3314'21 FEET SOUTH OF A FENCE LINE AND 18 FEET SOUTH OF A TRIANGLE BLAZED
 GY3314'OAK TREE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 GY3314'CUTOFF 1950.
 GY3314'
 GY3314'REFERENCE MARK NO. 1 PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 GY3314'CUTOFF NO 1 1950.
 GY3314'
 GY3314'REFERENCE MARK NO. 2 PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 GY3314'CUTOFF NO 2 1950.
 GY3314'
 GY3314'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3314'
 GY3314'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 GY3314'HIGHWAY 80 IN LONDON, GO EAST ON HIGHWAY 80 FOR 10.1 MILES TO A
 GY3314'JOGGED CROSS GRAVEL ROAD, TURN LEFT PASSING BUSH SCHOOL AND GO NORTH
 GY3314'FOR 1.7 MILES TO A GRAVEL CROSS ROAD, TURN RIGHT AND GO 0.9 MILE
 GY3314'TO A GRAVEL ROAD LEFT, TURN LEFT PASSING A SMALL COUNTRY STORE (FROM
 GY3314'HERE A 4-WHEEL DRIVE TRUCK IS NEEDED) AND GO 1.6 MILES TO TOP OF
 GY3314'HIGH RIDGE, TURN LEFT ON TOP OF RIDGE AND GO NORTH AND WEST FOR 0.7
 GY3314'MILE ON A VERY DIM TRACK ROAD TO TOP OF CUTOFF MOUNTAIN AND STATION
 GY3314'AS DESCRIBED.
 GY3314'
 GY3314'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3248 ***********************************************************************
 JZ3248  DESIGNATION -  CVG AP STA B2
 JZ3248  PID         -  JZ3248
 JZ3248  STATE/COUNTY-  KY/BOONE
 JZ3248  USGS QUAD   -  BURLINGTON (1991)
 JZ3248
 JZ3248                         *CURRENT SURVEY CONTROL
 JZ3248  ___________________________________________________________________
 JZ3248* NAD 83(1993)-  39 02 04.36719(N)    084 40 09.69311(W)     ADJUSTED  
 JZ3248* NAVD 88     -       254.9    (meters)     836.     (feet)  GPS OBS   
 JZ3248  ___________________________________________________________________
 JZ3248  X           -     460,899.983 (meters)                     COMP
 JZ3248  Y           -  -4,939,628.572 (meters)                     COMP
 JZ3248  Z           -   3,995,435.945 (meters)                     COMP
 JZ3248  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 JZ3248  ELLIP HEIGHT-         220.93  (meters)          (05/28/98) GPS OBS
 JZ3248  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3248
 JZ3248  HORZ ORDER  -  THIRD
 JZ3248  ELLP ORDER  -  FOURTH    CLASS II
 JZ3248
 JZ3248.This mark is at Cincinnati/n Kentucky Intl Airport (CVG)
 JZ3248
 JZ3248.The horizontal coordinates were established by GPS observations
 JZ3248.and adjusted by the National Geodetic Survey in May 1998..
 JZ3248
 JZ3248.The orthometric height was determined by GPS observations and a
 JZ3248.high-resolution geoid model.
 JZ3248
 JZ3248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3248
 JZ3248.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3248
 JZ3248.The ellipsoidal height was determined by GPS observations
 JZ3248.and is referenced to NAD 83.
 JZ3248
 JZ3248.The geoid height was determined by GEOID03.
 JZ3248
 JZ3248;                    North         East     Units Scale Factor Converg.
 JZ3248;SPC KY1Z     - 1,300,351.705 1,593,574.640   MT  1.00010948   +0 39 48.5
 JZ3248;SPC KY1Z     - 4,266,237.22  5,228,252.80   sFT  1.00010948   +0 39 48.5
 JZ3248;SPC KY N     -   170,419.333   463,689.818   MT  1.00001102   -0 15 39.1
 JZ3248;SPC KY N     -   559,117.43  1,521,289.01   sFT  1.00001102   -0 15 39.1
 JZ3248;UTM  16      - 4,323,194.988   701,727.724   MT  1.00010111   +1 28 05.9
 JZ3248
 JZ3248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3248!SPC KY1Z     -   0.99996534  x   1.00010948  =   1.00007481
 JZ3248!SPC KY N     -   0.99996534  x   1.00001102  =   0.99997636
 JZ3248!UTM  16      -   0.99996534  x   1.00010111  =   1.00006644
 JZ3248
 JZ3248:                Primary Azimuth Mark                     Grid Az
 JZ3248:SPC KY1Z     -  CVG ARP 2 GREATER CINCINNATI APT         013 20 03.5
 JZ3248:SPC KY N     -  CVG ARP 2 GREATER CINCINNATI APT         014 15 31.1
 JZ3248:UTM  16      -  CVG ARP 2 GREATER CINCINNATI APT         012 31 46.1
 JZ3248
 JZ3248|---------------------------------------------------------------------|
 JZ3248| PID    Reference Object                     Distance      Geod. Az  |
 JZ3248|                                                           dddmmss.s |
 JZ3248| JZ3250 CVG ARP 2 GREATER CINCINNATI APT    APPROX. 1.7 KM 0135952.0 |
 JZ3248| JZ3233 RADIO STA WCKY TRANSMITTER TWR      APPROX. 6.4 KM 0571748.4 |
 JZ3248|---------------------------------------------------------------------|
 JZ3248
 JZ3248                          SUPERSEDED SURVEY CONTROL
 JZ3248
 JZ3248  NAD 83(1993)-  39 02 04.36688(N)    084 40 09.68890(W) AD(       ) 3
 JZ3248  NAD 83(1993)-  39 02 04.37191(N)    084 40 09.69697(W) AD(       ) 3
 JZ3248  NAD 83(1986)-  39 02 04.37025(N)    084 40 09.70005(W) AD(       ) 3
 JZ3248  NAD 27      -  39 02 04.14800(N)    084 40 09.89300(W) AD(       ) 3
 JZ3248
 JZ3248.Superseded values are not recommended for survey control.
 JZ3248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3248.See file dsdata.txt to determine how the superseded data were derived.
 JZ3248
 JZ3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0172823195(NAD 83)
 JZ3248_MARKER: DT = TOPOGRAPHIC STATION DISK
 JZ3248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3248_STAMPING: STA B2 AP 1961
 JZ3248_MARK LOGO: CGS   
 JZ3248_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3248+STABILITY: SURFACE MOTION
 JZ3248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3248+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004
 JZ3248
 JZ3248  HISTORY     - Date     Condition        Report By
 JZ3248  HISTORY     - 1961     MONUMENTED       CGS
 JZ3248  HISTORY     - 1969     GOOD             CGS
 JZ3248  HISTORY     - 19920630 GOOD             NGS
 JZ3248  HISTORY     - 19960825 GOOD             NGS
 JZ3248  HISTORY     - 20040318 GOOD             INDIV
 JZ3248
 JZ3248                          STATION DESCRIPTION
 JZ3248
 JZ3248'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JJC)
 JZ3248'LOCATED ON THE GREATER CINCINNATI AIRPORT BOONE COUNTY, KENTUCKY,
 JZ3248'APPROXIMATELY 7600 FT. SSW OF THE CONTROL TOWER, 100.00 FT. WEST
 JZ3248'OF AND DIRECTLY IN LINE WITH THE SOUTH END OF RUNWAY END NO 36. A
 JZ3248'STANDARD TOPOGRAPHIC STATION DISC STAMPED---STA. B2 AP 1961, SET IN
 JZ3248'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JZ3248
 JZ3248                          STATION RECOVERY (1969)
 JZ3248
 JZ3248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMR)
 JZ3248'LOCATED AT GREATER CINCINNATI AIRPORT, AT THE APPROACH TO RUNWAY END
 JZ3248'36, 177.8 FEET SOUTHWEST OF THE FIRCT RUNWAY LIGHT ON THE WEST SIDE
 JZ3248'OF THE RUNWAY, 100.0 FEET WEST OF THE SOUTHWEST CORNER OF THE
 JZ3248'RUNWAY AND 95.9 FEET WEST OF THE MOST WESTERLY THRESHOLD LIGHT.  A
 JZ3248'TOPOGRAPHIC STATION DISK STAMPED AP 1961 STA. B2 IN TOP OF
 JZ3248'A CONCRETE MONUMENT ABOUT 2 INCHES UNDERGROUND.
 JZ3248
 JZ3248                          STATION RECOVERY (1992)
 JZ3248
 JZ3248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 JZ3248'LOCATED AT THE CINCINNATI/NORTHERN KENTUCKY INTERNATIONAL AIRPORT AT
 JZ3248'THE APPROACH TO RUNWAY END 36L, 170.1 FT (51.8 M) SOUTHWEST OF THE
 JZ3248'FIRST RUNWAY LIGHT ON THE WEST SIDE OF THE RUNWAY, 100 FT (30.5 M)
 JZ3248'WEST OF THE SOUTHWEST CORNER OF THE RUNWAY AND 90.8 FT (27.7 M) WEST
 JZ3248'OF THE MOST WESTERLY THRESHOLD LIGHT.  A TOPOGRAPHIC DISK STAMPED AP
 JZ3248'1961 STA B2 IN THE TOP OF A CONCRETE MONUMENT ABOUT 2 INCHES UNDER
 JZ3248'GROUND.
 JZ3248
 JZ3248                          STATION RECOVERY (1996)
 JZ3248
 JZ3248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 JZ3248'THE STATION IS ABOUT 15 KM (9.30 MI) SOUTHWEST OF CINCINNATI OH, 4 MI
 JZ3248'(6.4 KM) NORTHWEST OF ERLANGER KY AT THE SOUTHWEST SIDE OF THE
 JZ3248'CINCINNATI/NORTHERN KENTUCKY INTL AIRPORT.  THE STATION IS ON AIRPORT
 JZ3248'PROPERTY.  PRIMARY CONTACT IS LOU MILLER, PLANNING AND DEVELOPMENT
 JZ3248'PHONE 606-767-3151.  FOR ESCORT CONTACT JOHN ANDERSON, ASST DIRECTOR
 JZ3248'OPERATIONS/ MAINTAINANCE PHONE 606-767-3155.  FIELD MAINTAINANCE
 JZ3248'SUPERVISOR BOB BARTEL PHONE 606-767-3191.  FOR BADGES CONTACT AIRPORT
 JZ3248'POLICE 606-767-3123.  NOTE--ESCORT REQUIRED.  TO REACH THE STATION
 JZ3248'FROM THE JUNCTION OF COMBINED INTERSTATE HIGHWAYS 71 AND 75 (EXIT 184)
 JZ3248'AND STATE HIGHWAY 236 (DONALDSON HWY) IN ERLANGER, GO NORTHWEST ON
 JZ3248'DONALDSON HWY FOR 2.9 KM (1.80 MI) TO TOWER DRIVE ON LEFT.  TURN LEFT
 JZ3248'AND GO WEST FOR 1.85 KM (1.15 MI) PASSING THROUGH A TUNNEL TO A PAVED
 JZ3248'ROAD RIGHT.  TURN RIGHT AND GO NORTH THEN WEST FOR 0.8 KM (0.50 MI)
 JZ3248'PASSING A NEW TOWER ON RIGHT TO AN ASPHALT ROAD LEFT JUST PAST AN OLD
 JZ3248'TOWER ON LEFT.  TURN LEFT AND GO SOUTH FOR 0.16 KM (0.10 MI) TO THE
 JZ3248'GATE FOR THE FIELD MAINTAINANCE SHOP ON RIGHT.  TURN RIGHT AND GO
 JZ3248'WESTERLY FOR 0.24 KM (0.15 MI) PASSING THROUGH THE SHOP YARD AND TWO
 JZ3248'GATES TO NORTH-SOUTH TAXIWAY D.  TURN LEFT AND GO SOUTH ON TAXIWAY D
 JZ3248'FOR 0.64 KM (0.40 MI) TO APPROACH 36 LEFT.  TURN RIGHT AND GO WEST FOR
 JZ3248'0.16 KM (0.10 MI) CROSSING APPROACH 36 LEFT TO THE STATION ON LEFT.
 JZ3248'THE STATION IS LOCATED 170.1 FT (51.8 M) SOUTHWEST OF THE FIRST RUNWAY
 JZ3248'LIGHT ON THE WEST SIDE OF THE RUNWAY NORTH OF APPROACH 36 LEFT, ALONG
 JZ3248'THE EXTENDED END OF RUNWAY 100 FT (30.5 M) WEST OF THE SOUTHWEST
 JZ3248'CORNER OF THE PAVEMENT, 90.8 FT (27.7 M) WEST OF THE MOST WESTERLY
 JZ3248'THRESHOLD LIGHT, 0.6 M (2.0 FT) SOUTH OF A 2 CM WHITE PLASTIC PIPE.
 JZ3248'THE STATION IS RECESSED 5 CM BELOW GRADE. NOTE--THE APPROACH IS
 JZ3248'SCHEDULED FOR OVERLAYMENT 1997.
 JZ3248
 JZ3248                          STATION RECOVERY (2004)
 JZ3248
 JZ3248'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DJR)
 JZ3248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3250 ***********************************************************************
 JZ3250  DESIGNATION -  CVG ARP 2 GREATER CINCINNATI APT
 JZ3250  PID         -  JZ3250
 JZ3250  STATE/COUNTY-  KY/BOONE
 JZ3250  USGS QUAD   -  BURLINGTON (1991)
 JZ3250
 JZ3250                         *CURRENT SURVEY CONTROL
 JZ3250  ___________________________________________________________________
 JZ3250* NAD 83(1993)-  39 02 56.33917(N)    084 39 53.07783(W)     ADJUSTED  
 JZ3250* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 JZ3250  ___________________________________________________________________
 JZ3250  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 JZ3250  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3250
 JZ3250  HORZ ORDER  -  THIRD
 JZ3250
 JZ3250.This mark is at Cincinnati/n Kentucky Intl Airport (CVG)
 JZ3250
 JZ3250.The horizontal coordinates were established by classical geodetic methods
 JZ3250.and adjusted by the National Geodetic Survey in May 1999..
 JZ3250
 JZ3250.The orthometric height was scaled from a topographic map.
 JZ3250
 JZ3250.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3250
 JZ3250.The geoid height was determined by GEOID03.
 JZ3250
 JZ3250;                    North         East     Units Scale Factor Converg.
 JZ3250;SPC KY1Z     - 1,301,959.118 1,593,955.634   MT  1.00011462   +0 39 58.7
 JZ3250;SPC KY1Z     - 4,271,510.87  5,229,502.78   sFT  1.00011462   +0 39 58.7
 JZ3250;SPC KY N     -   172,020.232   464,096.652   MT  1.00001355   -0 15 28.8
 JZ3250;SPC KY N     -   564,369.71  1,522,623.77   sFT  1.00001355   -0 15 28.8
 JZ3250;UTM  16      - 4,324,807.580   702,086.091   MT  1.00010289   +1 28 18.0
 JZ3250
 JZ3250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3250!SPC KY1Z     -   0.99996411  x   1.00011462  =   1.00007872
 JZ3250!SPC KY N     -   0.99996411  x   1.00001355  =   0.99997766
 JZ3250!UTM  16      -   0.99996411  x   1.00010289  =   1.00006699
 JZ3250
 JZ3250:                Primary Azimuth Mark                     Grid Az
 JZ3250:SPC KY1Z     -  CVG GREATER CINCINNATI APT BCN           024 11 00.5
 JZ3250:SPC KY N     -  CVG GREATER CINCINNATI APT BCN           025 06 28.0
 JZ3250:UTM  16      -  CVG GREATER CINCINNATI APT BCN           023 22 41.2
 JZ3250
 JZ3250|---------------------------------------------------------------------|
 JZ3250| PID    Reference Object                     Distance      Geod. Az  |
 JZ3250|                                                           dddmmss.s |
 JZ3250| JZ3244 CVG GREATER CINCINNATI APT BCN      APPROX. 0.7 KM 0245059.2 |
 JZ3250| JZ3233 RADIO STA WCKY TRANSMITTER TWR      APPROX. 5.3 KM 0693944.7 |
 JZ3250| JZ0667 GREATER                             APPROX. 0.8 KM 2974943.3 |
 JZ3250|---------------------------------------------------------------------|
 JZ3250
 JZ3250                          SUPERSEDED SURVEY CONTROL
 JZ3250
 JZ3250  NAD 83(1993)-  39 02 56.34172(N)    084 39 53.07623(W) AD(       ) 3
 JZ3250  NAD 83(1993)-  39 02 56.34683(N)    084 39 53.08442(W) AD(       ) 3
 JZ3250  NAD 83(1986)-  39 02 56.34511(N)    084 39 53.08745(W) AD(       ) 3
 JZ3250  NAD 27      -  39 02 56.12500(N)    084 39 53.27900(W) AD(       ) 3
 JZ3250
 JZ3250.Superseded values are not recommended for survey control.
 JZ3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3250.See file dsdata.txt to determine how the superseded data were derived.
 JZ3250
 JZ3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0208624808(NAD 83)
 JZ3250_MARKER: DT = TOPOGRAPHIC STATION DISK
 JZ3250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3250_STAMPING: ARP 2 1961
 JZ3250_MARK LOGO: CGS   
 JZ3250_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ3250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3250+STABILITY: SURFACE MOTION
 JZ3250
 JZ3250  HISTORY     - Date     Condition        Report By
 JZ3250  HISTORY     - 1961     MONUMENTED       CGS
 JZ3250  HISTORY     - 1969     GOOD             CGS
 JZ3250  HISTORY     - 19921101 GOOD             NGS
 JZ3250
 JZ3250                          STATION DESCRIPTION
 JZ3250
 JZ3250'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JJC)
 JZ3250'LOCATED AT THE GEOMETRIC CENTER OF THE GREATER CINCINNATI AIRPORT,
 JZ3250'BOONE COUNTY, KENTUCKY, APPROX. 1200 FEET SOUTHWEST OF
 JZ3250'THE CONTROL TOWER, 157.8 FT. WEST OF THE 5TH RUNWAY LITE SW OF THE
 JZ3250'MAIN RW INTERSECTION, 123.9 FT. NNW OF THE 6TH RW LITE AND 99.0
 JZ3250'FEET NW OF THE NW EDGE OF RUNWAY 4-22. A STANDARD TOPOGRAPHIC STATION
 JZ3250'DISC SET IN THE TOP OF A 10 INCH CONCRETE POST FLUSH WITH THE
 JZ3250'GROUND AND STAMPED---ARP 2 1961.
 JZ3250
 JZ3250                          STATION RECOVERY (1969)
 JZ3250
 JZ3250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMR)
 JZ3250'MARK RECOVERED IN GOOD CONDITION.  RUNWAY 4-22 HAS BEEN CONVERTED TO
 JZ3250'TAXIWAY JULIET.  REVISED DESCRIPTION FOLLOWS.
 JZ3250'
 JZ3250'LOCATED AT GREATER CINCINNATE AIRPORT, NEAR THE GEOMETRIC CENTER OF
 JZ3250'THE LANDING AREA, BETWEEN TAXIWAYS BRAVO AND JULIET.  THE MARK IS
 JZ3250'ABOUT OPPOSITE THE EIGHTH TAXIWAY LIGHT, ALONG THE NORTHWEST SIDE
 JZ3250'OF TAXIWAY JULIET FROM ITS INTERSECTION WITH THE SOUTH EDGE OF
 JZ3250'RUNWAY 9L-27R, 131.65 FEET WEST OF THE EIGHTH TAXIWAY LIGHT FROM THE
 JZ3250'ABOVE INTERSECTION, 235.85 FEET SOUTHWEST OF THE SEVENTH TAXIWAY
 JZ3250'LIGHT, 216.15 FEET NORTHWEST OF THE NINETH TAXIWAY LIGHT AND
 JZ3250'173.85 FEET WEST OF THE CENTERLINE OF TAXIWAY JULIET.  A TOPOGRAPHIC
 JZ3250'STATION DISK STAMPED ARP 2 1961 IN TOP OF A CONCRETE MONUMENT
 JZ3250'ABOUT FLUSH WITH THE GROUND.
 JZ3250
 JZ3250                          STATION RECOVERY (1992)
 JZ3250
 JZ3250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (ARB)
 JZ3250'THE STATION IS LOCATED AT THE CINCINNATI/NORTHERN KENTUCKY
 JZ3250'INTERNATIONAL AIRPORT IN THE MIDDLE OF THE AIRPORT BETWEEN TAXIWAY B
 JZ3250'AND J.  THE STATION IS LOCATED 123 FT (37.5 M) NORTH OF A BROKEN UP
 JZ3250'ASPHALT ROAD, 132.2 FT (40.3 M) NORTHWEST OF THE 7TH TAXIWAY LIGHT
 JZ3250'SOUTH OF THE SOUTH EDGE OF RUNWAY 9-27, AND 218.5 FT (66.6 M)
 JZ3250'SOUTHWEST OF THE 6TH TAXIWAY LIGHT.  THE STATION IS A STANDARD
 JZ3250'TOPOGRAPHIC DISK, STAMPED ARP 2 1961, AND SET IN THE TOP OF A CONCRETE
 JZ3250'MONUMENT THAT IS FLUSH WITH THE SURFACE. NOTE--1992--STATION IS IN
 JZ3250'AREA OF MAJOR CONSTRUCTION AND WILL PROBABLY BE IN MIDDLE OF THE NEW
 JZ3250'RAMP AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3747 ***********************************************************************
 JZ3747  SACS        -  This is a Secondary Airport Control Station.
 JZ3747  DESIGNATION -  CVG C FFA
 JZ3747  PID         -  JZ3747
 JZ3747  STATE/COUNTY-  KY/BOONE
 JZ3747  USGS QUAD   -  BURLINGTON (1991)
 JZ3747
 JZ3747                         *CURRENT SURVEY CONTROL
 JZ3747  ___________________________________________________________________
 JZ3747* NAD 83(1993)-  39 03 02.18288(N)    084 38 37.49508(W)     ADJUSTED  
 JZ3747* NAVD 88     -       280.32   (meters)     919.7    (feet)  GPS OBS   
 JZ3747  ___________________________________________________________________
 JZ3747  X           -     463,004.898 (meters)                     COMP
 JZ3747  Y           -  -4,938,323.521 (meters)                     COMP
 JZ3747  Z           -   3,996,836.751 (meters)                     COMP
 JZ3747  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 JZ3747  ELLIP HEIGHT-         246.34  (meters)          (05/28/98) GPS OBS
 JZ3747  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3747
 JZ3747  HORZ ORDER  -  FIRST
 JZ3747  ELLP ORDER  -  FOURTH    CLASS I
 JZ3747
 JZ3747.This mark is at Cincinnati/n Kentucky Intl Airport (CVG)
 JZ3747
 JZ3747.The horizontal coordinates were established by GPS observations
 JZ3747.and adjusted by the National Geodetic Survey in September 1994..
 JZ3747.No horizontal observational check was made to the station.
 JZ3747
 JZ3747.The orthometric height was determined by GPS observations and a
 JZ3747.high-resolution geoid model.
 JZ3747
 JZ3747.GPS derived orthometric heights for airport stations designated as
 JZ3747.PACS or SACS are published to 2 decimal places.  This maintains
 JZ3747.centimeter relative accuracy between the PACS and SACS.  It does
 JZ3747.not indicate centimeter accuracy relative to other marks which are
 JZ3747.part of the NAVD 88 network.
 JZ3747
 JZ3747.Photographs are available for this station.
 JZ3747
 JZ3747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3747
 JZ3747.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3747
 JZ3747.The ellipsoidal height was determined by GPS observations
 JZ3747.and is referenced to NAD 83.
 JZ3747
 JZ3747.The geoid height was determined by GEOID03.
 JZ3747
 JZ3747;                    North         East     Units Scale Factor Converg.
 JZ3747;SPC KY1Z     - 1,302,160.676 1,595,771.066   MT  1.00011521   +0 40 45.1
 JZ3747;SPC KY1Z     - 4,272,172.15  5,235,458.91   sFT  1.00011521   +0 40 45.1
 JZ3747;SPC KY N     -   172,192.463   465,914.915   MT  1.00001384   -0 14 41.8
 JZ3747;SPC KY N     -   564,934.77  1,528,589.18   sFT  1.00001384   -0 14 41.8
 JZ3747;SPC OH S     -   118,833.836   414,453.317   MT  0.99995278   -1 21 36.9
 JZ3747;UTM  16      - 4,325,034.640   703,898.496   MT  1.00011195   +1 29 05.9
 JZ3747
 JZ3747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3747!SPC KY1Z     -   0.99996135  x   1.00011521  =   1.00007656
 JZ3747!SPC KY N     -   0.99996135  x   1.00001384  =   0.99997519
 JZ3747!SPC OH S     -   0.99996135  x   0.99995278  =   0.99991413
 JZ3747!UTM  16      -   0.99996135  x   1.00011195  =   1.00007330
 JZ3747
 JZ3747                          SUPERSEDED SURVEY CONTROL
 JZ3747
 JZ3747.No superseded survey control is available for this station.
 JZ3747
 JZ3747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0389825035(NAD 83)
 JZ3747_MARKER: DD = SURVEY DISK
 JZ3747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3747_SP_SET: PAVEMENT
 JZ3747_STAMPING: CVG C 1992
 JZ3747_MARK LOGO: NOS   
 JZ3747_PROJECTION: FLUSH
 JZ3747_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3747+STABILITY: SURFACE MOTION
 JZ3747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3747+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 JZ3747
 JZ3747  HISTORY     - Date     Condition        Report By
 JZ3747  HISTORY     - 1992     MONUMENTED       NOS
 JZ3747  HISTORY     - 19921231 GOOD             NGS
 JZ3747  HISTORY     - 19940202 GOOD             NGS
 JZ3747  HISTORY     - 19960825 GOOD             NGS
 JZ3747  HISTORY     - 20040318 GOOD             INDIV
 JZ3747  HISTORY     - 20040610 GOOD             NGS
 JZ3747
 JZ3747                          STATION DESCRIPTION
 JZ3747
 JZ3747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 JZ3747'THE STATION IS LOCATED ON THE EAST SIDE OF CINCINNATI/NORTHERN
 JZ3747'KENTUCKY INTERNATIONAL AIRPORT ON A HILL OVERLOOKING RUNWAY END 18L.
 JZ3747'THE MARK IS LOCATED 41.80 FT (12.74 M) WEST OF THE APT PERIMETER
 JZ3747'FENCE, 196.17 SE OF AIRPORT DISK STAMPED E 15 LOCATED IN THE CENTER OF
 JZ3747'THE PERIMTER ROAD.  326.88 FT (99.63 M) SSE OF THE INTERSECTION OF THE
 JZ3747'PERIMETER ROAD AND THE ROAD LEADING TO THE GLIDE SLOPE ANTENNA, 97.34
 JZ3747'FT (29.67 M) SSW OF A FIRE HYDRANT.  IT IS A STANDARD NOS DISK
 JZ3747'STAMPED---CVG C 1992.
 JZ3747
 JZ3747                          STATION RECOVERY (1994)
 JZ3747
 JZ3747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 JZ3747'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) SOUTHWEST OF CINCINNATI,
 JZ3747'4 MI (6.4 KM) NORTHWEST OF ERLANDER ON THE WEST SIDE OF THE GREATER
 JZ3747'CINCINNATI/NORTHERN KENTUCKY INTERNATIONAL AIRPORT AND ABOUT 0.5 MI
 JZ3747'(0.8 KM) WEST-SOUTHWEST OF THE ADMINISTRATION BUILDING ON A HIGH
 JZ3747'KNOLL.  CONTACT--LOU MILLER, PLANNING AND DEVELOPMENT DEPARTMENT,
 JZ3747'ADMINISTRATION OFFICE LOCATED ON THE SECOND FLOOR OF TERMNINAL
 JZ3747'BUILDING NUMBER 1.  PHONE--606-767-3151.  NOTE--ESCORT NEEDED.
 JZ3747'TO REACH THE STATION FROM INTERSTATE HIGHWAYS 75, 71 AND STATE HIGHWAY
 JZ3747'236 (DONALDSON ROAD) EXIT 184 IN ERLANDGER, GO NORTHWEST ON HIGHWAY
 JZ3747'236 FOR 2.9 KM (1.80 MI) TO TOWER ROAD ON THE LEFT, CONTINUE AHEAD ON
 JZ3747'HIGHWAY 236 FOR 1.1 KM (0.70 MI) TO THE STATION ON THE LEFT INSIDE
 JZ3747'THE PERIMETER FENCE OF THE AIRPORT AND ACROSS THE ROAD FROM A LARGE
 JZ3747'GENERAL ELECTRIC AIRCRAFT ENGINE DISTRIBUTION CENTER.
 JZ3747'THE STATION IS FLUSH WITH THE GROUND LEVEL.  LOCATED 29.6 M (97.1 FT)
 JZ3747'WEST-SOUTHWEST FROM A FIRE HYDRANT, 24.4 M (80.1 FT) EAST FROM  THE
 JZ3747'CENTER OF THE PERIMETER ROAD, 12.8 M (42.0 FT) WEST FROM THE AIRPORT
 JZ3747'PERIMETER FENCE AND ABOUT 1.5 M (4.9 FT) HIGHER THAN THE PERIMETER
 JZ3747'ROAD.
 JZ3747
 JZ3747                          STATION RECOVERY (1996)
 JZ3747
 JZ3747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 JZ3747'RECOVERY NOTE BY NGS 1996 (WCW) .  RECOVERED AS DESCRIBED WITH
 JZ3747'CHANGES.  THE STATION IS LOCATED 29.6 M (97.1 FT) SOUTH SOUTHWEST FROM
 JZ3747'A FIRE HYDRANT.
 JZ3747
 JZ3747                          STATION RECOVERY (2004)
 JZ3747
 JZ3747'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DJR)
 JZ3747'RECOVERED IN GOOD CONDITION.
 JZ3747
 JZ3747                          STATION RECOVERY (2004)
 JZ3747
 JZ3747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 JZ3747'RECOVERD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AF8162 ***********************************************************************
 AF8162  DESIGNATION -  CVG D
 AF8162  PID         -  AF8162
 AF8162  STATE/COUNTY-  KY/BOONE
 AF8162  USGS QUAD   -  BURLINGTON (1991)
 AF8162
 AF8162                         *CURRENT SURVEY CONTROL
 AF8162  ___________________________________________________________________
 AF8162* NAD 83(1993)-  39 01 47.21644(N)    084 38 57.82726(W)     ADJUSTED  
 AF8162* NAVD 88     -       272.1    (meters)     893.     (feet)  GPS OBS   
 AF8162  ___________________________________________________________________
 AF8162  X           -     462,653.305 (meters)                     COMP
 AF8162  Y           -  -4,939,812.639 (meters)                     COMP
 AF8162  Z           -   3,995,035.936 (meters)                     COMP
 AF8162  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AF8162  ELLIP HEIGHT-         238.15  (meters)          (05/28/98) GPS OBS
 AF8162  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AF8162
 AF8162  HORZ ORDER  -  THIRD
 AF8162  ELLP ORDER  -  FOURTH    CLASS II
 AF8162
 AF8162.The horizontal coordinates were established by GPS observations
 AF8162.and adjusted by the National Geodetic Survey in May 1998..
 AF8162
 AF8162.The orthometric height was determined by GPS observations and a
 AF8162.high-resolution geoid model.
 AF8162
 AF8162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8162
 AF8162.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8162
 AF8162.The ellipsoidal height was determined by GPS observations
 AF8162.and is referenced to NAD 83.
 AF8162
 AF8162.The geoid height was determined by GEOID03.
 AF8162
 AF8162;                    North         East     Units Scale Factor Converg.
 AF8162;SPC KY1Z     - 1,299,842.994 1,595,309.408   MT  1.00010779   +0 40 32.6
 AF8162;SPC KY1Z     - 4,264,568.22  5,233,944.28   sFT  1.00010779   +0 40 32.6
 AF8162;SPC KY N     -   169,882.759   465,415.985   MT  1.00001021   -0 14 54.4
 AF8162;SPC KY N     -   557,357.02  1,526,952.28   sFT  1.00001021   -0 14 54.4
 AF8162;UTM  16      - 4,322,710.700   703,469.462   MT  1.00010980   +1 28 50.7
 AF8162
 AF8162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8162!SPC KY1Z     -   0.99996264  x   1.00010779  =   1.00007042
 AF8162!SPC KY N     -   0.99996264  x   1.00001021  =   0.99997285
 AF8162!UTM  16      -   0.99996264  x   1.00010980  =   1.00007243
 AF8162
 AF8162                          SUPERSEDED SURVEY CONTROL
 AF8162
 AF8162.No superseded survey control is available for this station.
 AF8162
 AF8162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0346922711(NAD 83)
 AF8162_MARKER: DD = SURVEY DISK
 AF8162_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF8162_SP_SET: CONCRETE TAXIWAY
 AF8162_STAMPING: CVG D 1992
 AF8162_MARK LOGO: NOS   
 AF8162_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8162+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8162
 AF8162  HISTORY     - Date     Condition        Report By
 AF8162  HISTORY     - 1992     MONUMENTED       NOS
 AF8162  HISTORY     - 20040318 MARK NOT FOUND   INDIV
 AF8162
 AF8162                          STATION DESCRIPTION
 AF8162
 AF8162'DESCRIBED BY NATIONAL OCEAN SERVICE 1992 (ARB)
 AF8162'THE STATION IS ABOUT 15 KM (9.30 MI) SOUTHWEST OF CINCINNATI OH, 6.4
 AF8162'KM (3.95 MI) NORTHWEST OF ERLANGER KY AT THE SOUTHWEST EDGE OF THE
 AF8162'CICCINNATI/NORTHERN KENTUCKY INTERNATIONAL AIRPORT.  THE STATION IS ON
 AF8162'AIRPORT PROPERTY.  PRIMARY CONTACT IS LOU MILLER, PLANNING AND
 AF8162'DEVELOPEMENT, PHONE 606-767-3151.  FOR ESCORT CONTACT JOHN ANDERSON,
 AF8162'ASST DIRECTOR OPERATIONS/ MAINTANANCE PHONE 606-767-3155.  FIELD
 AF8162'MAINTAINANCE SUPERVISOR BOB BARTEL, PHONE 606-767-3191.  FOR BADGES
 AF8162'CONTACT AIRPORT POLICE 606-767-3123.  NOTE--ESCORT REQUIRED.  THE
 AF8162'STATION IS LOCATED AT THE SOUTH END OF RUNWAY 18L/36R.  IT IS LOCATED
 AF8162'ON THE SOUTH SIDE OF THE SECOND TAXIWAY CONNECTOR NORTH OF RUNWAY END
 AF8162'36R.  IT IS 43.1 M (141.4 FT) WEST OF THE CENTERLINE OF TAXIWAY T, 4.2
 AF8162'M (13.8 FT) NORTHEAST OF A TAXIWAY LIGHT BASE, 2.7 M (8.9 FT) EAST OF
 AF8162'THE EDGE OF THE TAXIWAY AND 0.2 M (0.7 FT) NORTH OF THE SOUTH EDGE OF
 AF8162'THE TAXIWAY.  THE STATION IS A STANDARD NOS DISK STAMPED CVG D 1992.
 AF8162
 AF8162                          STATION RECOVERY (2004)
 AF8162
 AF8162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DJR)
 AF8162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG6307 ***********************************************************************
 DG6307  SACS        -  This is a Secondary Airport Control Station.
 DG6307  DESIGNATION -  CVG E
 DG6307  PID         -  DG6307
 DG6307  STATE/COUNTY-  KY/BOONE
 DG6307  USGS QUAD   -  BURLINGTON (1991)
 DG6307
 DG6307                         *CURRENT SURVEY CONTROL
 DG6307  ___________________________________________________________________
 DG6307* NAD 83(1993)-  39 02 05.85976(N)    084 40 19.23155(W)     ADJUSTED  
 DG6307* NAVD 88     -       249.40   (meters)     818.2    (feet)  GPS OBS   
 DG6307  ___________________________________________________________________
 DG6307  X           -     460,668.466 (meters)                     COMP
 DG6307  Y           -  -4,939,616.748 (meters)                     COMP
 DG6307  Z           -   3,995,468.223 (meters)                     COMP
 DG6307  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DG6307  ELLIP HEIGHT-         215.41  (meters)          (07/28/04) GPS OBS
 DG6307  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DG6307
 DG6307  HORZ ORDER  -  FIRST
 DG6307  ELLP ORDER  -  FOURTH    CLASS II
 DG6307
 DG6307.This mark is at Cincinnati/n Kentucky Intl Airport (CVG)
 DG6307
 DG6307.The horizontal coordinates were established by GPS observations
 DG6307.and adjusted by the National Geodetic Survey in July 2004..
 DG6307
 DG6307.The orthometric height was determined by GPS observations and a
 DG6307.high-resolution geoid model.
 DG6307
 DG6307.GPS derived orthometric heights for airport stations designated as
 DG6307.PACS or SACS are published to 2 decimal places.  This maintains
 DG6307.centimeter relative accuracy between the PACS and SACS.  It does
 DG6307.not indicate centimeter accuracy relative to other marks which are
 DG6307.part of the NAVD 88 network.
 DG6307
 DG6307.Photographs are available for this station.
 DG6307
 DG6307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6307
 DG6307.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6307
 DG6307.The ellipsoidal height was determined by GPS observations
 DG6307.and is referenced to NAD 83.
 DG6307
 DG6307.The geoid height was determined by GEOID03.
 DG6307
 DG6307;                    North         East     Units Scale Factor Converg.
 DG6307;SPC KY1Z     - 1,300,395.081 1,593,344.688   MT  1.00010962   +0 39 42.6
 DG6307;SPC KY1Z     - 4,266,379.53  5,227,498.36   sFT  1.00010962   +0 39 42.6
 DG6307;SPC KY N     -   170,466.409   463,460.618   MT  1.00001110   -0 15 45.1
 DG6307;SPC KY N     -   559,271.88  1,520,537.04   sFT  1.00001110   -0 15 45.1
 DG6307;UTM  16      - 4,323,235.129   701,497.188   MT  1.00009996   +1 27 59.9
 DG6307
 DG6307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6307!SPC KY1Z     -   0.99996620  x   1.00010962  =   1.00007582
 DG6307!SPC KY N     -   0.99996620  x   1.00001110  =   0.99997730
 DG6307!UTM  16      -   0.99996620  x   1.00009996  =   1.00006616
 DG6307
 DG6307                          SUPERSEDED SURVEY CONTROL
 DG6307
 DG6307.No superseded survey control is available for this station.
 DG6307
 DG6307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0149723235(NAD 83)
 DG6307_MARKER: DH = HORIZONTAL CONTROL DISK
 DG6307_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG6307_SP_SET: ELECTRICAL VAULT
 DG6307_STAMPING: CVG E 2004
 DG6307_MARK LOGO: NGS   
 DG6307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6307+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 DG6307
 DG6307  HISTORY     - Date     Condition        Report By
 DG6307  HISTORY     - 20040610 MONUMENTED       NGS
 DG6307
 DG6307                          STATION DESCRIPTION
 DG6307
 DG6307'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 DG6307'THE STATION IS LOCATED IS ABOUT 15 KM (9.3 MI) SOUTHWEST OF CINCINNATI
 DG6307'OH, 6.4 KM (4.0 MI)  NORTHWEST OF ERLANGER KY AT THE SOUTH WEST SIDE
 DG6307'OF THE CINCINNATI/NORTHERN  KENTUCKY INTERNATIONAL AIRPORT.  THE
 DG6307'STATION IS ON AIRPORT PROPERTY.  NOTE--ESCORT IS REQUIRED.   CONTACT
 DG6307'ASSISTANT DIRECTOR OF OPERATIONS CHAD A EVERETT (859)-767-3680 OR FAX
 DG6307'(859)-767-4701.
 DG6307' 
 DG6307'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 71 AND
 DG6307'75 AND STATE  HIGHWAY 236 IN ERLANGER, PROCEED 2.9 KM (1.8 MI) NORTH
 DG6307'ALONG STATE HIGHWAY 236  (DONALDSON ROAD) , THENCE TURN LEFT ON TOWER
 DG6307'DRIVE  AND GO WEST FOR 1.85 KM (1.15 MI)  PASSING THROUGH A TUNNEL TO
 DG6307'A PAVED CROSSROAD AND THE AIR TRAFFIC CONTROL TOWER ON  THE RIGHT,
 DG6307'CONTINUE WEST FOR 0.4 KM TO THE GATE FOR THE FIELD MAINTAINANCE SHOPS.
 DG6307'CONTINUE WITH ESCORT THROUGH THE GATE AND GO NORTHWESTERLY FOR 0.24 KM
 DG6307'(0.15 MI)  PASSING THROUGH THE SHOP YARD AND TWO GATES TO A SERVICE
 DG6307'ROAD JUST SHORT OF THE  NORTH-SOUTH TAXIWAY D.  TURN LEFT AND PROCEED
 DG6307'SOUTH FOR 0.9 KM ALONG THE  SERVICE  ROAD,  THENCE CONTINUE WEST FOR
 DG6307'0.3 KM ALONG THE SAME ROAD, THENCE CONTINUE NORTH  ALONG THE SAME
 DG6307'SERVICE ROAD FOR 0.35 KM. TO A PAVED TURNOUT FOR A PUMP STATION WHICH
 DG6307'SERVES 3 LARGE GROUND TANKS.
 DG6307' 
 DG6307'THE STATION IS  4280 FT SW FROM THE  AIR TRAFFIC CONTROL TOWER, 1110'
 DG6307'SOUTH FROM THE  GLIDESLOPE SERVING RUNWAY 36L,   103' NE AND ACROSS
 DG6307'THE PAVED RD FROM POWER POLES WITH  LINES LEADING SOUTH AND WEST, 0.8'
 DG6307'NE OF SW CONER OF AN 8X10 FT RECTANGULAR ELECT VAULT.   THIS STATION
 DG6307'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2439 ***********************************************************************
 HZ2439  DESIGNATION -  CYNTHIANA
 HZ2439  PID         -  HZ2439
 HZ2439  STATE/COUNTY-  KY/HARRISON
 HZ2439  USGS QUAD   -  CYNTHIANA (1978)
 HZ2439
 HZ2439                         *CURRENT SURVEY CONTROL
 HZ2439  ___________________________________________________________________
 HZ2439* NAD 83(1993)-  38 22 50.55417(N)    084 17 36.46998(W)     ADJUSTED  
 HZ2439* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 HZ2439  ___________________________________________________________________
 HZ2439  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 HZ2439  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 HZ2439
 HZ2439  HORZ ORDER  -  FIRST
 HZ2439
 HZ2439.The horizontal coordinates were established by classical geodetic methods
 HZ2439.and adjusted by the National Geodetic Survey in December 1995..
 HZ2439
 HZ2439.The orthometric height was scaled from a topographic map.
 HZ2439
 HZ2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2439
 HZ2439.The geoid height was determined by GEOID03.
 HZ2439
 HZ2439;                    North         East     Units Scale Factor Converg.
 HZ2439;SPC KY1Z     - 1,228,219.495 1,627,254.609   MT  0.99994360   +0 53 39.3
 HZ2439;SPC KY1Z     - 4,029,583.46  5,338,751.16   sFT  0.99994360   +0 53 39.3
 HZ2439;SPC KY N     -    97,756.908   496,202.420   MT  0.99996322   -0 01 37.3
 HZ2439;SPC KY N     -   320,724.12  1,627,957.44   sFT  0.99996322   -0 01 37.3
 HZ2439;UTM  16      - 4,251,525.267   736,413.255   MT  1.00028837   +1 40 52.4
 HZ2439
 HZ2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2439!SPC KY1Z     -   0.99996426  x   0.99994360  =   0.99990787
 HZ2439!SPC KY N     -   0.99996426  x   0.99996322  =   0.99992749
 HZ2439!UTM  16      -   0.99996426  x   1.00028837  =   1.00025262
 HZ2439
 HZ2439|---------------------------------------------------------------------|
 HZ2439| PID    Reference Object                     Distance      Geod. Az  |
 HZ2439|                                                           dddmmss.s |
 HZ2439| DB9147 CYNTHIANA RM 2                       30.791 METERS 01445     |
 HZ2439| DB9146 CYNTHIANA RM 1                       34.784 METERS 13107     |
 HZ2439| HZ2444 CURTIS                              APPROX.11.6 KM 2760950.1 |
 HZ2439| DB9145 CYNTHIANA AZ MK                                    2763133.0 |
 HZ2439|---------------------------------------------------------------------|
 HZ2439
 HZ2439                          SUPERSEDED SURVEY CONTROL
 HZ2439
 HZ2439  NAD 83(1986)-  38 22 50.56033(N)    084 17 36.47838(W) AD(       ) 1
 HZ2439  NAD 27      -  38 22 50.29000(N)    084 17 36.71600(W) AD(       ) 1
 HZ2439
 HZ2439.Superseded values are not recommended for survey control.
 HZ2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2439.See file dsdata.txt to determine how the superseded data were derived.
 HZ2439
 HZ2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3641351525(NAD 83)
 HZ2439_MARKER: DS = TRIANGULATION STATION DISK
 HZ2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2439
 HZ2439  HISTORY     - Date     Condition        Report By
 HZ2439  HISTORY     - 1935     MONUMENTED       CGS
 HZ2439
 HZ2439                          STATION DESCRIPTION
 HZ2439
 HZ2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2439'STATION IS AT THE CYNTHIANA CITY STANDPIPE ABOUT 3/4 MILE OUT FROM
 HZ2439'THE CITY OF CYNTHIANA ON U.S. HIGHWAY 27 OR THE PARIS PIKE.  MARK
 HZ2439'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 20.25 FEET NE OF
 HZ2439'STEPS ON STANDPIPE, 8 FEET W OF N S WIRE FENCE LINE, 29.15 FEET S OF
 HZ2439'E W WIRE FENCE LINE ABOUT 81 FEET N OF NE CORNER OF OLD BARN.
 HZ2439'
 HZ2439'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2439'DISKS SET IN CONCRETE.
 HZ2439'
 HZ2439'REFERENCE MARK NO.1 IS SE OF STATION AND PROJECTS ABOUT 3 INCHES
 HZ2439'ABOVE THE GROUND.  IT IS 1 FOOT W OF N S WIRE FENCE LINE, ABOUT 26
 HZ2439'FEET S OF FENCE CORNER AND ABOUT 27 FEET N OF E W WIRE FENCE LINE.
 HZ2439'
 HZ2439'REFERENCE MARK NO.2 IS NNW OF STATION IN W EDGE OF CULTIVATED FIELD
 HZ2439'AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT E OF N S
 HZ2439'WIRE FENCE LINE.
 HZ2439'
 HZ2439'AZIMUTH MARK IS W OF STATION, 50 FEET SW OF CENTER LINE OF U.S.
 HZ2439'HIGHWAY 27, 12 FEET NW OF CENTER LINE OF GRAVEL T ROAD, 9 FEET NW OF
 HZ2439'TELEPHONE POLE, 2-1/2 FEET SE OF FENCE LINE, PROJECTS 3 INCHES ABOVE
 HZ2439'THE GROUND.
 HZ2439'
 HZ2439'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 HZ2439'
 HZ2439'NO NATURAL OBJECTS VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2438 ***********************************************************************
 HZ2438  DESIGNATION -  CYNTHIANA MUNICIPAL TANK
 HZ2438  PID         -  HZ2438
 HZ2438  STATE/COUNTY-  KY/HARRISON
 HZ2438  USGS QUAD   -  CYNTHIANA (1978)
 HZ2438
 HZ2438                         *CURRENT SURVEY CONTROL
 HZ2438  ___________________________________________________________________
 HZ2438* NAD 83(1993)-  38 23 58.49271(N)    084 17 15.91376(W)     ADJUSTED  
 HZ2438* NAVD 88     -                                                        
 HZ2438  ___________________________________________________________________
 HZ2438  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 HZ2438  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 HZ2438
 HZ2438  HORZ ORDER  -  THIRD
 HZ2438
 HZ2438.The horizontal coordinates were established by classical geodetic methods
 HZ2438.and adjusted by the National Geodetic Survey in December 1995..
 HZ2438
 HZ2438
 HZ2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2438
 HZ2438.The geoid height was determined by GEOID03.
 HZ2438
 HZ2438;                    North         East     Units Scale Factor Converg.
 HZ2438;SPC KY1Z     - 1,230,321.770 1,627,720.624   MT  0.99994655   +0 53 51.9
 HZ2438;SPC KY1Z     - 4,036,480.67  5,340,280.08   sFT  0.99994655   +0 53 51.9
 HZ2438;SPC KY N     -    99,851.456   496,702.185   MT  0.99996277   -0 01 24.5
 HZ2438;SPC KY N     -   327,595.99  1,629,597.09   sFT  0.99996277   -0 01 24.5
 HZ2438;UTM  16      - 4,253,634.473   736,850.489   MT  1.00029091   +1 41 07.7
 HZ2438
 HZ2438                          SUPERSEDED SURVEY CONTROL
 HZ2438
 HZ2438  NAD 83(1986)-  38 23 58.49947(N)    084 17 15.92254(W) AD(       ) 4
 HZ2438  NAD 27      -  38 23 58.23000(N)    084 17 16.16300(W) AD(       ) 3
 HZ2438
 HZ2438.Superseded values are not recommended for survey control.
 HZ2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2438.See file dsdata.txt to determine how the superseded data were derived.
 HZ2438
 HZ2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3685053634(NAD 83)
 HZ2438_MARKER: 53 = ELEVATED TANK
 HZ2438
 HZ2438  HISTORY     - Date     Condition        Report By
 HZ2438  HISTORY     - 1954     FIRST OBSERVED   CGS
 HZ2438
 HZ2438                          STATION DESCRIPTION
 HZ2438
 HZ2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HZ2438'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE MUNICIPAL
 HZ2438'WATER TANK LOCATED ON THE SOUTH SIDE OF A HIGH HILL ABOUT 1/2 MILE
 HZ2438'NORTH OF CYNTHIANA.  IT IS AN OVAL SHAPED TANK ATOP A 6 LEGGED STEEL
 HZ2438'STRUCTURE AND IS ABOUT 130 FEET HIGH, AND IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1766 ***********************************************************************
 HZ1766  DESIGNATION -  D 1 USGS
 HZ1766  PID         -  HZ1766
 HZ1766  STATE/COUNTY-  KY/SPENCER
 HZ1766  USGS QUAD   -  TAYLORSVILLE (1993)
 HZ1766
 HZ1766                         *CURRENT SURVEY CONTROL
 HZ1766  ___________________________________________________________________
 HZ1766* NAD 83(1986)-  38 01 52.     (N)    085 20 42.     (W)     SCALED    
 HZ1766* NAVD 88     -       149.038  (meters)     488.97   (feet)  ADJUSTED  
 HZ1766  ___________________________________________________________________
 HZ1766  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ1766  DYNAMIC HT  -         148.928 (meters)     488.61  (feet)  COMP
 HZ1766  MODELED GRAV-     979,889.8   (mgal)                       NAVD 88
 HZ1766
 HZ1766  VERT ORDER  -  SECOND    CLASS 0
 HZ1766
 HZ1766.The horizontal coordinates were scaled from a topographic map and have
 HZ1766.an estimated accuracy of +/- 6 seconds.
 HZ1766
 HZ1766.The orthometric height was determined by differential leveling
 HZ1766.and adjusted by the National Geodetic Survey in June 1991..
 HZ1766
 HZ1766.The geoid height was determined by GEOID03.
 HZ1766
 HZ1766.The dynamic height is computed by dividing the NAVD 88
 HZ1766.geopotential number by the normal gravity value computed on the
 HZ1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1766.degrees latitude (g = 980.6199 gals.).
 HZ1766
 HZ1766.The modeled gravity was interpolated from observed gravity values.
 HZ1766
 HZ1766;                    North         East    Units  Estimated Accuracy
 HZ1766;SPC KY1Z     - 1,188,500.    1,535,550.      MT  (+/- 180 meters Scaled)
 HZ1766
 HZ1766                          SUPERSEDED SURVEY CONTROL
 HZ1766
 HZ1766  NGVD 29 (??/??/92)  149.208  (m)          489.53   (f) ADJ UNCH    2 0
 HZ1766
 HZ1766.Superseded values are not recommended for survey control.
 HZ1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1766.See file dsdata.txt to determine how the superseded data were derived.
 HZ1766
 HZ1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH452105(NAD 83)
 HZ1766_MARKER: DD = SURVEY DISK
 HZ1766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1766_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1766+STABILITY: SURFACE MOTION
 HZ1766
 HZ1766  HISTORY     - Date     Condition        Report By
 HZ1766  HISTORY     - 1923     MONUMENTED       USGS
 HZ1766  HISTORY     - 1948     GOOD             USGS
 HZ1766
 HZ1766                          STATION DESCRIPTION
 HZ1766
 HZ1766'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HZ1766'AT TAYLORVILLE.
 HZ1766'AT TAYLORVILLE, SPENCER COUNTY, ON MAIN STREET, AT THE SOUTH
 HZ1766'ENTRANCE TO THE COUNTY COURTHOUSE, IN THE TOP OF THE SOUTHEAST
 HZ1766'CORNER OF THE BOTTOM STEP, 6.4 FEET EAST OF THE CENTERLINE OF
 HZ1766'THE STEP, 45 FEET NORTH OF THE CENTERLINE OF THE STREET, 33.8 FEET
 HZ1766'EAST OF THE SOUTH CORNER OF THE PEOPLES BANK BUILDING, AND ABOUT 1
 HZ1766'FOOT HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 HZ1766'STANDARD DISK, STAMPED D 1 1923 KY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0350 ***********************************************************************
 HA0350  DESIGNATION -  D 10
 HA0350  PID         -  HA0350
 HA0350  STATE/COUNTY-  KY/GRAYSON
 HA0350  USGS QUAD   -  SPRING LICK (1971)
 HA0350
 HA0350                         *CURRENT SURVEY CONTROL
 HA0350  ___________________________________________________________________
 HA0350* NAD 83(1986)-  37 26 42.     (N)    086 33 31.     (W)     SCALED    
 HA0350* NAVD 88     -       147.453  (meters)     483.77   (feet)  ADJUSTED  
 HA0350  ___________________________________________________________________
 HA0350  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HA0350  DYNAMIC HT  -         147.343 (meters)     483.41  (feet)  COMP
 HA0350  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 HA0350
 HA0350  VERT ORDER  -  SECOND    CLASS 0
 HA0350
 HA0350.The horizontal coordinates were scaled from a topographic map and have
 HA0350.an estimated accuracy of +/- 6 seconds.
 HA0350
 HA0350.The orthometric height was determined by differential leveling
 HA0350.and adjusted by the National Geodetic Survey in June 1991..
 HA0350
 HA0350.The geoid height was determined by GEOID03.
 HA0350
 HA0350.The dynamic height is computed by dividing the NAVD 88
 HA0350.geopotential number by the normal gravity value computed on the
 HA0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0350.degrees latitude (g = 980.6199 gals.).
 HA0350
 HA0350.The modeled gravity was interpolated from observed gravity values.
 HA0350
 HA0350;                    North         East    Units  Estimated Accuracy
 HA0350;SPC KY1Z     - 1,123,690.    1,428,450.      MT  (+/- 180 meters Scaled)
 HA0350
 HA0350                          SUPERSEDED SURVEY CONTROL
 HA0350
 HA0350  NGVD 29 (??/??/92)  147.572  (m)          484.16   (f) ADJ UNCH    2 0
 HA0350
 HA0350.Superseded values are not recommended for survey control.
 HA0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0350.See file dsdata.txt to determine how the superseded data were derived.
 HA0350
 HA0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG390443(NAD 83)
 HA0350_MARKER: DD = SURVEY DISK
 HA0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0350_STAMPING: D 10 1923
 HA0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0350+STABILITY: SURFACE MOTION
 HA0350
 HA0350  HISTORY     - Date     Condition        Report By
 HA0350  HISTORY     - 1923     MONUMENTED       CGS
 HA0350  HISTORY     - 1935     GOOD             NGS
 HA0350
 HA0350                          STATION DESCRIPTION
 HA0350
 HA0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0350'0.2 MI W FROM SPRING LICK.
 HA0350'0.2 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0350'STATION AT SPRING LICK, GRAYSON COUNTY, 125 YARDS NORTH OF THE
 HA0350'TRACK, 71 FEET EAST OF THE NORTHEAST CORNER OF A CHURCH, 29 FEET
 HA0350'SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD, AND 3 FEET SOUTHEAST
 HA0350'OF THE NORTHEAST CORNER OF THE NEIL MEYER COAL SHED.  A UNITED
 HA0350'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED D 10 1923 AND
 HA0350'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 HA0350'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1766 ***********************************************************************
 GY1766  DESIGNATION -  D 11
 GY1766  PID         -  GY1766
 GY1766  STATE/COUNTY-  KY/MORGAN
 GY1766  USGS QUAD   -  WEST LIBERTY (1993)
 GY1766
 GY1766                         *CURRENT SURVEY CONTROL
 GY1766  ___________________________________________________________________
 GY1766* NAD 83(1986)-  37 59 39.     (N)    083 17 08.     (W)     SCALED    
 GY1766* NAVD 88     -       263.934  (meters)     865.92   (feet)  ADJUSTED  
 GY1766  ___________________________________________________________________
 GY1766  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GY1766  DYNAMIC HT  -         263.744 (meters)     865.30  (feet)  COMP
 GY1766  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 GY1766
 GY1766  VERT ORDER  -  FIRST     CLASS I
 GY1766
 GY1766.The horizontal coordinates were scaled from a topographic map and have
 GY1766.an estimated accuracy of +/- 6 seconds.
 GY1766
 GY1766.The orthometric height was determined by differential leveling
 GY1766.and adjusted by the National Geodetic Survey in June 1991..
 GY1766.WARNING-Repeat measurements at this control monument indicate possible
 GY1766.vertical movement.
 GY1766
 GY1766.The geoid height was determined by GEOID03.
 GY1766
 GY1766.The dynamic height is computed by dividing the NAVD 88
 GY1766.geopotential number by the normal gravity value computed on the
 GY1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1766.degrees latitude (g = 980.6199 gals.).
 GY1766
 GY1766.The modeled gravity was interpolated from observed gravity values.
 GY1766
 GY1766;                    North         East    Units  Estimated Accuracy
 GY1766;SPC KY1Z     - 1,187,180.    1,716,430.      MT  (+/- 180 meters Scaled)
 GY1766
 GY1766                          SUPERSEDED SURVEY CONTROL
 GY1766
 GY1766  NGVD 29 (??/??/92)  264.098  (m)          866.46   (f) ADJ UNCH    1 1
 GY1766
 GY1766.Superseded values are not recommended for survey control.
 GY1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1766.See file dsdata.txt to determine how the superseded data were derived.
 GY1766
 GY1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC993076(NAD 83)
 GY1766_MARKER: DB = BENCH MARK DISK
 GY1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1766_STAMPING: D 11 1928 864.979
 GY1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1766+STABILITY: SURFACE MOTION
 GY1766
 GY1766  HISTORY     - Date     Condition        Report By
 GY1766  HISTORY     - 1928     MONUMENTED       CGS
 GY1766  HISTORY     - 1967     GOOD             NGS
 GY1766  HISTORY     - 19990316 MARK NOT FOUND   KYDT
 GY1766
 GY1766                          STATION DESCRIPTION
 GY1766
 GY1766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1766'3.2 MI SW FROM WRIGLEY.
 GY1766'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE INTERSECTION
 GY1766'OF STATE HIGHWAY 711 AT WRIGLEY, THENCE 0.65 MILE NORTHWEST
 GY1766'ALONG A NARROW GRAVELED ROAD, AT THE INSIDE OF A SHARP CURVE
 GY1766'IN THE ROAD, ABOUT 100 YARDS EAST OF THE EAST SIDE OF A LARGE
 GY1766'BARN, 25 1/2 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A 24-INCH
 GY1766'OAK TREE, 10 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 GY1766'22 FEET SOUTH OF THE EAST ONE OF TWO MAPLE TREES, ABOUT LEVEL
 GY1766'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY1766'7 INCHES ABOVE THE LEVEL OF THE GROUND.
 GY1766
 GY1766                          STATION RECOVERY (1999)
 GY1766
 GY1766'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1766'LANDMARKS ARE GONE, AREA BULLDOZED, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0697 ***********************************************************************
 GD0697  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0697  DESIGNATION -  D 118
 GD0697  PID         -  GD0697
 GD0697  STATE/COUNTY-  KY/FULTON
 GD0697  USGS QUAD   -  BONDURANT (1982)
 GD0697
 GD0697                         *CURRENT SURVEY CONTROL
 GD0697  ___________________________________________________________________
 GD0697* NAD 83(1993)-  36 33 23.39666(N)    089 19 33.02820(W)     ADJUSTED  
 GD0697* NAVD 88     -        89.23   (meters)     292.7    (feet)  GPS OBS   
 GD0697  ___________________________________________________________________
 GD0697  X           -      60,353.906 (meters)                     COMP
 GD0697  Y           -  -5,129,154.028 (meters)                     COMP
 GD0697  Z           -   3,778,008.906 (meters)                     COMP
 GD0697  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 GD0697  ELLIP HEIGHT-          60.96  (meters)          (05/31/05) GPS OBS
 GD0697  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD0697  DYNAMIC HT  -          89.16  (meters)     292.5   (feet)  COMP
 GD0697  MODELED GRAV-     979,845.9   (mgal)                       NAVD 88
 GD0697
 GD0697  HORZ ORDER  -  FIRST
 GD0697  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD0697  ELLP ORDER  -  FOURTH    CLASS II
 GD0697
 GD0697.The horizontal coordinates were established by GPS observations
 GD0697.and adjusted by the National Geodetic Survey in May 2005..
 GD0697
 GD0697.The orthometric height was determined by GPS observations and a
 GD0697.high-resolution geoid model using precise GPS observation and
 GD0697.processing techniques. It supersedes the leveled height previously
 GD0697.determined for this station.
 GD0697.The vertical order pertains to the first NAVD 88 superseded value.
 GD0697
 GD0697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0697
 GD0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0697
 GD0697.The ellipsoidal height was determined by GPS observations
 GD0697.and is referenced to NAD 83.
 GD0697
 GD0697.The geoid height was determined by GEOID03.
 GD0697
 GD0697.The dynamic height is computed by dividing the NAVD 88
 GD0697.geopotential number by the normal gravity value computed on the
 GD0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0697.degrees latitude (g = 980.6199 gals.).
 GD0697
 GD0697.The modeled gravity was interpolated from observed gravity values.
 GD0697
 GD0697;                    North         East     Units Scale Factor Converg.
 GD0697;SPC KY1Z     - 1,030,902.969 1,179,894.035   MT  1.00016764   -2 11 43.5
 GD0697;SPC KY1Z     - 3,382,220.82  3,871,035.68   sFT  1.00016764   -2 11 43.5
 GD0697;SPC KY S     -   530,823.596   179,934.009   MT  1.00003680   -2 10 07.0
 GD0697;SPC KY S     - 1,741,543.75    590,333.49   sFT  1.00003680   -2 10 07.0
 GD0697;UTM  16      - 4,048,192.431   291,843.351   MT  1.00013386   -1 23 08.9
 GD0697
 GD0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0697!SPC KY1Z     -   0.99999043  x   1.00016764  =   1.00015807
 GD0697!SPC KY S     -   0.99999043  x   1.00003680  =   1.00002723
 GD0697!UTM  16      -   0.99999043  x   1.00013386  =   1.00012429
 GD0697
 GD0697                          SUPERSEDED SURVEY CONTROL
 GD0697
 GD0697  NAVD 88 (06/15/91)   89.162  (m)          292.53   (f) ADJUSTED    1 1
 GD0697  NGVD 29 (??/??/??)   89.097  (m)          292.31   (f) ADJUSTED    1 1
 GD0697
 GD0697.Superseded values are not recommended for survey control.
 GD0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0697.See file dsdata.txt to determine how the superseded data were derived.
 GD0697
 GD0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9184348192(NAD 83)
 GD0697_MARKER: DB = BENCH MARK DISK
 GD0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0697_SP_SET: HEADWALL OF CULVERT
 GD0697_STAMPING: D 118 1938
 GD0697_MARK LOGO: CGS   
 GD0697_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0697+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GD0697
 GD0697  HISTORY     - Date     Condition        Report By
 GD0697  HISTORY     - 1938     MONUMENTED       CGS
 GD0697  HISTORY     - 1974     GOOD             NGS
 GD0697  HISTORY     - 20001220 GOOD             CGS
 GD0697  HISTORY     - 20001220 GOOD             USACE
 GD0697  HISTORY     - 20020810 GOOD             USACE
 GD0697  HISTORY     - 20030710 GOOD             EMCINC
 GD0697
 GD0697                          STATION DESCRIPTION
 GD0697
 GD0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0697'2.8 MI NE FROM MILLER.
 GD0697'ABOUT 2.80 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM ITS CROSSING
 GD0697'WITH ILLINOIS CENTRAL RAILROAD AT THE COMMUNITY OF MILLER, SET
 GD0697'HORIZONTALLY IN THE TOP CENTER OF THE NORTHWEST HEADWALL OF A
 GD0697'24-INCH CONCRETE PIPE CULVERT, ABOUT 0.3 MILE NORTHEAST OF THE
 GD0697'JOHNSON CHAPEL MISSIONARY BAPTIST CHURCH, 12.6 FEET NORTHWEST OF THE
 GD0697'CENTER LINE OF THE HIGHWAY AND 0.5 FOOT BELOW LEVEL OF THE HIGHWAY.
 GD0697
 GD0697                          STATION RECOVERY (2000)
 GD0697
 GD0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (JMH)
 GD0697'RECOVERED IN GOOD CONDITION.
 GD0697
 GD0697                          STATION RECOVERY (2000)
 GD0697
 GD0697'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 GD0697'MARK WAS RECOVERED IN GOOD CONDITION.
 GD0697
 GD0697                          STATION RECOVERY (2002)
 GD0697
 GD0697'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0697'RECOVERED IN GOOD CONDITION.
 GD0697
 GD0697                          STATION RECOVERY (2003)
 GD0697
 GD0697'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0697'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0663 ***********************************************************************
 GD0663  DESIGNATION -  D 120
 GD0663  PID         -  GD0663
 GD0663  STATE/COUNTY-  KY/HICKMAN
 GD0663  USGS QUAD   -  OAKTON (1982)
 GD0663
 GD0663                         *CURRENT SURVEY CONTROL
 GD0663  ___________________________________________________________________
 GD0663* NAD 83(1986)-  36 39 01.     (N)    089 01 35.     (W)     SCALED    
 GD0663* NAVD 88     -       114.255  (meters)     374.85   (feet)  ADJUSTED  
 GD0663  ___________________________________________________________________
 GD0663  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GD0663  DYNAMIC HT  -         114.167 (meters)     374.56  (feet)  COMP
 GD0663  MODELED GRAV-     979,860.6   (mgal)                       NAVD 88
 GD0663
 GD0663  VERT ORDER  -  FIRST     CLASS I
 GD0663
 GD0663.The horizontal coordinates were scaled from a topographic map and have
 GD0663.an estimated accuracy of +/- 6 seconds.
 GD0663
 GD0663.The orthometric height was determined by differential leveling
 GD0663.and adjusted by the National Geodetic Survey in June 1991..
 GD0663
 GD0663.The geoid height was determined by GEOID03.
 GD0663
 GD0663.The dynamic height is computed by dividing the NAVD 88
 GD0663.geopotential number by the normal gravity value computed on the
 GD0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0663.degrees latitude (g = 980.6199 gals.).
 GD0663
 GD0663.The modeled gravity was interpolated from observed gravity values.
 GD0663
 GD0663;                    North         East    Units  Estimated Accuracy
 GD0663;SPC KY1Z     - 1,040,320.    1,207,060.      MT  (+/- 180 meters Scaled)
 GD0663
 GD0663                          SUPERSEDED SURVEY CONTROL
 GD0663
 GD0663  NGVD 29 (??/??/??)  114.175  (m)          374.59   (f) ADJUSTED    1 1
 GD0663
 GD0663.Superseded values are not recommended for survey control.
 GD0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0663.See file dsdata.txt to determine how the superseded data were derived.
 GD0663
 GD0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF188579(NAD 83)
 GD0663_MARKER: DB = BENCH MARK DISK
 GD0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0663_STAMPING: D 120 1938
 GD0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0663+STABILITY: SURFACE MOTION
 GD0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0663+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 GD0663
 GD0663  HISTORY     - Date     Condition        Report By
 GD0663  HISTORY     - 1938     MONUMENTED       CGS
 GD0663  HISTORY     - 1974     GOOD             NGS
 GD0663  HISTORY     - 20020814 GOOD             USACE
 GD0663
 GD0663                          STATION DESCRIPTION
 GD0663
 GD0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0663'3 MI SW FROM CLINTON.
 GD0663'ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE FEDERAL
 GD0663'BUILDING-POST OFFICE AT CLINTON, THENCE 0.65 MILE WEST ALONG
 GD0663'STATE HIGHWAYS 58 AND 123, THENCE 2.30 MILE SOUTH ALONG STATE
 GD0663'HIGHWAY 123, ABOUT 75 YARDS WEST OF THE JUNCTION OF STATE
 GD0663'HIGHWAYS 123 AND 239, AT THE NORTH ENTRANCE TO THE OAKWOOD
 GD0663'CEMETERY, ACROSS HIGHWAY AND IN LINE WITH THE WEST SIDE OF
 GD0663'OAKWOOD CHURCH, 23.4 FEET SOUTH OF THE CENTER LINE OF STATE
 GD0663'HIGHWAY 123, 24.2 FEET NORTH OF THE NORTH BASE OF TOMBSTONE OF
 GD0663'MRS. JESSEE DEWEESE, 3.5 FEET WEST OF THE WEST EDGE OF THE IRON
 GD0663'GATEWAY POST, 2 FEET SOUTH OF THE IRON PICKET FENCE, ABOUT LEVEL
 GD0663'WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING
 GD0663'0.3 FOOT.  NOTE-- CONCRETE HAS BEEN CHIPPED, BUT MARK IS GOOD.
 GD0663
 GD0663                          STATION RECOVERY (2002)
 GD0663
 GD0663'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1210 ***********************************************************************
 GC1210  DESIGNATION -  D 121
 GC1210  PID         -  GC1210
 GC1210  STATE/COUNTY-  KY/TODD
 GC1210  USGS QUAD   -  PEMBROKE (1981)
 GC1210
 GC1210                         *CURRENT SURVEY CONTROL
 GC1210  ___________________________________________________________________
 GC1210* NAD 83(1986)-  36 50 43.     (N)    087 16 48.     (W)     SCALED    
 GC1210* NAVD 88     -       182.940  (meters)     600.20   (feet)  ADJUSTED  
 GC1210  ___________________________________________________________________
 GC1210  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1210  DYNAMIC HT  -         182.796 (meters)     599.72  (feet)  COMP
 GC1210  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 GC1210
 GC1210  VERT ORDER  -  FIRST     CLASS I
 GC1210
 GC1210.The horizontal coordinates were scaled from a topographic map and have
 GC1210.an estimated accuracy of +/- 6 seconds.
 GC1210
 GC1210.The orthometric height was determined by differential leveling
 GC1210.and adjusted by the National Geodetic Survey in June 1991..
 GC1210
 GC1210.The geoid height was determined by GEOID03.
 GC1210
 GC1210.The dynamic height is computed by dividing the NAVD 88
 GC1210.geopotential number by the normal gravity value computed on the
 GC1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1210.degrees latitude (g = 980.6199 gals.).
 GC1210
 GC1210.The modeled gravity was interpolated from observed gravity values.
 GC1210
 GC1210;                    North         East    Units  Estimated Accuracy
 GC1210;SPC KY1Z     - 1,057,940.    1,363,530.      MT  (+/- 180 meters Scaled)
 GC1210
 GC1210                          SUPERSEDED SURVEY CONTROL
 GC1210
 GC1210  NGVD 29 (??/??/92)  183.015  (m)          600.44   (f) ADJ UNCH    1 1
 GC1210
 GC1210.Superseded values are not recommended for survey control.
 GC1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1210.See file dsdata.txt to determine how the superseded data were derived.
 GC1210
 GC1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF750777(NAD 83)
 GC1210_MARKER: DB = BENCH MARK DISK
 GC1210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1210_SP_SET: CULVERT
 GC1210_STAMPING: D 121 1940
 GC1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1210
 GC1210  HISTORY     - Date     Condition        Report By
 GC1210  HISTORY     - 1940     MONUMENTED       CGS
 GC1210  HISTORY     - 1968     GOOD             NGS
 GC1210
 GC1210                          STATION DESCRIPTION
 GC1210
 GC1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1210'1.1 MI E FROM FAIRVIEW.
 GC1210'ABOUT 1.1 MILES EAST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GC1210'FROM THE JEFFERSON DAVIS MONUMENT AT FAIRVIEW, 18 FEET SOUTH OF
 GC1210'THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END
 GC1210'OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER
 GC1210'THE HIGHWAY, 67 YARDS WEST OF THE CENTERLINE OF A PRIVATE
 GC1210'DRIVEWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1847 ***********************************************************************
 HZ1847  DESIGNATION -  D 122 RESET 1978
 HZ1847  PID         -  HZ1847
 HZ1847  STATE/COUNTY-  KY/JEFFERSON
 HZ1847  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1847
 HZ1847                         *CURRENT SURVEY CONTROL
 HZ1847  ___________________________________________________________________
 HZ1847* NAD 83(1986)-  38 12 51.     (N)    085 47 15.     (W)     SCALED    
 HZ1847* NAVD 88     -       139.43   (meters)     457.4    (feet)  RESET     
 HZ1847  ___________________________________________________________________
 HZ1847  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HZ1847
 HZ1847  VERT ORDER  -  THIRD
 HZ1847
 HZ1847.The horizontal coordinates were scaled from a topographic map and have
 HZ1847.an estimated accuracy of +/- 6 seconds.
 HZ1847
 HZ1847.The orthometric height was computed from unverified reset data.
 HZ1847.No vertical observational check was made to the station.
 HZ1847
 HZ1847.The geoid height was determined by GEOID03.
 HZ1847
 HZ1847;                    North         East    Units  Estimated Accuracy
 HZ1847;SPC KY1Z     - 1,208,740.    1,496,720.      MT  (+/- 180 meters Scaled)
 HZ1847
 HZ1847                          SUPERSEDED SURVEY CONTROL
 HZ1847
 HZ1847  NGVD 29 (10/08/05)  139.57   (m)          457.9    (f) RESET       3  
 HZ1847
 HZ1847.Superseded values are not recommended for survey control.
 HZ1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1847.See file dsdata.txt to determine how the superseded data were derived.
 HZ1847
 HZ1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH061302(NAD 83)
 HZ1847_MARKER: DB = BENCH MARK DISK
 HZ1847_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HZ1847_SP_SET: SIGNAL BASE
 HZ1847_STAMPING: D 122 RESET 1978
 HZ1847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1847
 HZ1847  HISTORY     - Date     Condition        Report By
 HZ1847  HISTORY     - 1978     MONUMENTED       NGS
 HZ1847
 HZ1847                          STATION DESCRIPTION
 HZ1847
 HZ1847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 HZ1847'IN LOUISVILLE.
 HZ1847'3.4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HZ1847'SEVENTH STREET STATION, 313 FEET SOUTH OF THE CENTERLINE OF THE
 HZ1847'CROSSING OF THE RAILROAD AND WATHEN LANE, 7 FEET EAST OF EAST RAIL
 HZ1847'OF RAILROAD, 19 FEET EAST OF A METAL SEMAPHORE IN THE NORTH END
 HZ1847'OF CONCRETE BASE OF SEMAPHORE.
 HZ1847'THE MARK IS 2.0 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2153 ***********************************************************************
 HY2153  DESIGNATION -  D 123 RESET 1978
 HY2153  PID         -  HY2153
 HY2153  STATE/COUNTY-  KY/ROWAN
 HY2153  USGS QUAD   -  FARMERS (1975)
 HY2153
 HY2153                         *CURRENT SURVEY CONTROL
 HY2153  ___________________________________________________________________
 HY2153* NAD 83(1986)-  38 14 57.     (N)    083 31 13.     (W)     SCALED    
 HY2153* NAVD 88     -       279.58   (meters)     917.3    (feet)  RESET     
 HY2153  ___________________________________________________________________
 HY2153  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HY2153
 HY2153  VERT ORDER  -  THIRD
 HY2153
 HY2153.The horizontal coordinates were scaled from a topographic map and have
 HY2153.an estimated accuracy of +/- 6 seconds.
 HY2153
 HY2153.The orthometric height was computed from unverified reset data.
 HY2153.No vertical observational check was made to the station.
 HY2153
 HY2153.The geoid height was determined by GEOID03.
 HY2153
 HY2153;                    North         East    Units  Estimated Accuracy
 HY2153;SPC KY1Z     - 1,214,960.    1,695,150.      MT  (+/- 180 meters Scaled)
 HY2153
 HY2153                          SUPERSEDED SURVEY CONTROL
 HY2153
 HY2153  NGVD 29 (10/08/05)  279.74   (m)          917.8    (f) RESET       3  
 HY2153
 HY2153.Superseded values are not recommended for survey control.
 HY2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2153.See file dsdata.txt to determine how the superseded data were derived.
 HY2153
 HY2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC794364(NAD 83)
 HY2153_MARKER: DB = BENCH MARK DISK
 HY2153_SETTING: 0 = UNSPECIFIED SETTING
 HY2153_STAMPING: D 123 RESET 1978
 HY2153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2153
 HY2153  HISTORY     - Date     Condition        Report By
 HY2153  HISTORY     - 1978     MONUMENTED       NGS
 HY2153
 HY2153                          STATION DESCRIPTION
 HY2153
 HY2153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 HY2153'12.7 KM (7.9 MI) NW FROM MOREHEAD.
 HY2153'12.7 KM (7.9 MI) NORTHWEST ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 HY2153'WITH U.S. HIGHWAY 60 IN MOREHEAD, IN TOP OF A ALUMINUM PRE-CAST
 HY2153'MONUMENT, 9.4 METERS (31 FT) NORTHWEST OF CENTERLINE OF A CONCRETE
 HY2153'DRIVEWAY TO A RED BRICK HOUSE, 10.7 METERS (31 FT) NORTHWEST OF
 HY2153'CENTERLINE OF A LINE OF THE HIGHWAY, 0.3 METER (1.0 FT) NORTHWEST OF
 HY2153'TELEPHONE POLE NO 163, AND 2.7 METERS (9.0 FT) NORTHWEST OFAN 8-INCH
 HY2153'PINE TREE.
 HY2153'THE MARK IS 0.5 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0898 ***********************************************************************
 GC0898  DESIGNATION -  D 126
 GC0898  PID         -  GC0898
 GC0898  STATE/COUNTY-  KY/LOGAN
 GC0898  USGS QUAD   -  LEWISBURG (1983)
 GC0898
 GC0898                         *CURRENT SURVEY CONTROL
 GC0898  ___________________________________________________________________
 GC0898* NAD 83(1986)-  36 53 13.     (N)    086 55 15.     (W)     SCALED    
 GC0898* NAVD 88     -       218.499  (meters)     716.86   (feet)  ADJUSTED  
 GC0898  ___________________________________________________________________
 GC0898  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GC0898  DYNAMIC HT  -         218.331 (meters)     716.31  (feet)  COMP
 GC0898  MODELED GRAV-     979,856.6   (mgal)                       NAVD 88
 GC0898
 GC0898  VERT ORDER  -  SECOND    CLASS 0
 GC0898
 GC0898.The horizontal coordinates were scaled from a topographic map and have
 GC0898.an estimated accuracy of +/- 6 seconds.
 GC0898
 GC0898.The orthometric height was determined by differential leveling
 GC0898.and adjusted by the National Geodetic Survey in June 1991..
 GC0898
 GC0898.The geoid height was determined by GEOID03.
 GC0898
 GC0898.The dynamic height is computed by dividing the NAVD 88
 GC0898.geopotential number by the normal gravity value computed on the
 GC0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0898.degrees latitude (g = 980.6199 gals.).
 GC0898
 GC0898.The modeled gravity was interpolated from observed gravity values.
 GC0898
 GC0898;                    North         East    Units  Estimated Accuracy
 GC0898;SPC KY1Z     - 1,062,100.    1,395,630.      MT  (+/- 180 meters Scaled)
 GC0898
 GC0898                          SUPERSEDED SURVEY CONTROL
 GC0898
 GC0898  NGVD 29 (??/??/92)  218.605  (m)          717.21   (f) ADJ UNCH    2 0
 GC0898
 GC0898.Superseded values are not recommended for survey control.
 GC0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0898.See file dsdata.txt to determine how the superseded data were derived.
 GC0898
 GC0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF070823(NAD 83)
 GC0898_MARKER: DB = BENCH MARK DISK
 GC0898_SETTING: 66 = SET IN ROCK OUTCROP
 GC0898_SP_SET: ROCK OUTCROP
 GC0898_STAMPING: D 126 1943
 GC0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0898+STABILITY: POSITION/ELEVATION WELL
 GC0898
 GC0898  HISTORY     - Date     Condition        Report By
 GC0898  HISTORY     - 1943     MONUMENTED       CGS
 GC0898
 GC0898                          STATION DESCRIPTION
 GC0898
 GC0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GC0898'3.3 MI NW FROM RUSSELLVILLE.
 GC0898'3.3 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0898'FROM THE STATION AT RUSSELLVILLE, LOGAN COUNTY, 349 FEET NORTH
 GC0898'OF MILEPOST 147 (AT THE NORTH END OF A SIDETRACK), IN A SHALLOW
 GC0898'CUT, 30 FEET NORTHWEST OF A DOUBLE BRACED TELEPHONE POLE (FORMING
 GC0898'THE SOUTHEAST END OF AN ANGLE IN A LINE OF POLES WHICH CROSSES
 GC0898'THE TRACK), 10.5 FEET EAST OF THE CENTERLINE OF THE TRACK, IN
 GC0898'THE TOP OF THE NORTH END OF A SANDSTONE ROCK OUTCROP, AND ABOUT
 GC0898'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 126 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0215 ***********************************************************************
 HA0215  DESIGNATION -  D 127
 HA0215  PID         -  HA0215
 HA0215  STATE/COUNTY-  KY/GRAYSON
 HA0215  USGS QUAD   -  NOLIN LAKE (1982)
 HA0215
 HA0215                         *CURRENT SURVEY CONTROL
 HA0215  ___________________________________________________________________
 HA0215* NAD 83(1986)-  37 21 38.     (N)    086 14 29.     (W)     SCALED    
 HA0215* NAVD 88     -       238.267  (meters)     781.71   (feet)  ADJUSTED  
 HA0215  ___________________________________________________________________
 HA0215  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HA0215  DYNAMIC HT  -         238.087 (meters)     781.12  (feet)  COMP
 HA0215  MODELED GRAV-     979,868.7   (mgal)                       NAVD 88
 HA0215
 HA0215  VERT ORDER  -  SECOND    CLASS 0
 HA0215
 HA0215.The horizontal coordinates were scaled from a topographic map and have
 HA0215.an estimated accuracy of +/- 6 seconds.
 HA0215
 HA0215.The orthometric height was determined by differential leveling
 HA0215.and adjusted by the National Geodetic Survey in June 1991..
 HA0215
 HA0215.The geoid height was determined by GEOID03.
 HA0215
 HA0215.The dynamic height is computed by dividing the NAVD 88
 HA0215.geopotential number by the normal gravity value computed on the
 HA0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0215.degrees latitude (g = 980.6199 gals.).
 HA0215
 HA0215.The modeled gravity was interpolated from observed gravity values.
 HA0215
 HA0215;                    North         East    Units  Estimated Accuracy
 HA0215;SPC KY1Z     - 1,114,120.    1,456,470.      MT  (+/- 180 meters Scaled)
 HA0215
 HA0215                          SUPERSEDED SURVEY CONTROL
 HA0215
 HA0215  NGVD 29 (??/??/92)  238.386  (m)          782.10   (f) ADJ UNCH    2 0
 HA0215
 HA0215.Superseded values are not recommended for survey control.
 HA0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0215.See file dsdata.txt to determine how the superseded data were derived.
 HA0215
 HA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG671351(NAD 83)
 HA0215_MARKER: DB = BENCH MARK DISK
 HA0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0215_SP_SET: CULVERT
 HA0215_STAMPING: D 127 1943
 HA0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0215
 HA0215  HISTORY     - Date     Condition        Report By
 HA0215  HISTORY     - 1943     MONUMENTED       CGS
 HA0215
 HA0215                          STATION DESCRIPTION
 HA0215
 HA0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HA0215'0.9 MI S FROM ANNETA.
 HA0215'TO REACH FROM THE GENERAL STORE AT ANNETA, PROCEED 0.9 MILE
 HA0215'SOUTHERLY ALONG STATE HIGHWAY NO. 65 TO A CONCRETE CULVERT AND
 HA0215'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP
 HA0215'OF THE NORTH END OF THE EAST HEADWALL OF A 2.0 FOOT CONCRETE
 HA0215'PIPE CULVERT UNDER THE HIGHWAY.  IT IS 71.0 YARDS SOUTH OF THE
 HA0215'CENTERLINE OF A STONE CROSS ROAD, 21.0 FEET EAST OF AND ABOUT
 HA0215'4.0 FEET BELOW THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0092 ***********************************************************************
 GD0092  DESIGNATION -  D 128
 GD0092  PID         -  GD0092
 GD0092  STATE/COUNTY-  KY/CALLOWAY
 GD0092  USGS QUAD   -  HICO (1981)
 GD0092
 GD0092                         *CURRENT SURVEY CONTROL
 GD0092  ___________________________________________________________________
 GD0092* NAD 83(1986)-  36 39 59.     (N)    088 11 52.     (W)     SCALED    
 GD0092* NAVD 88     -       157.408  (meters)     516.43   (feet)  ADJUSTED  
 GD0092  ___________________________________________________________________
 GD0092  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GD0092  DYNAMIC HT  -         157.283 (meters)     516.02  (feet)  COMP
 GD0092  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 GD0092
 GD0092  VERT ORDER  -  FIRST     CLASS II
 GD0092
 GD0092.The horizontal coordinates were scaled from a topographic map and have
 GD0092.an estimated accuracy of +/- 6 seconds.
 GD0092
 GD0092.The orthometric height was determined by differential leveling
 GD0092.and adjusted by the National Geodetic Survey in June 1991..
 GD0092
 GD0092.The geoid height was determined by GEOID03.
 GD0092
 GD0092.The dynamic height is computed by dividing the NAVD 88
 GD0092.geopotential number by the normal gravity value computed on the
 GD0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0092.degrees latitude (g = 980.6199 gals.).
 GD0092
 GD0092.The modeled gravity was interpolated from observed gravity values.
 GD0092
 GD0092;                    North         East    Units  Estimated Accuracy
 GD0092;SPC KY1Z     - 1,039,840.    1,281,170.      MT  (+/- 180 meters Scaled)
 GD0092
 GD0092                          SUPERSEDED SURVEY CONTROL
 GD0092
 GD0092  NGVD 29 (??/??/??)  157.461  (m)          516.60   (f) ADJUSTED    1 2
 GD0092
 GD0092.Superseded values are not recommended for survey control.
 GD0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0092.See file dsdata.txt to determine how the superseded data were derived.
 GD0092
 GD0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF929585(NAD 83)
 GD0092_MARKER: DB = BENCH MARK DISK
 GD0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0092_SP_SET: CULVERT
 GD0092_STAMPING: D 128 1946
 GD0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0092+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 GD0092
 GD0092  HISTORY     - Date     Condition        Report By
 GD0092  HISTORY     - 1946     MONUMENTED       CGS
 GD0092  HISTORY     - 1971     GOOD             NGS
 GD0092  HISTORY     - 20040617 GOOD             USACE
 GD0092
 GD0092                          STATION DESCRIPTION
 GD0092
 GD0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0092'7.4 MI NE FROM MURRAY.
 GD0092'ABOUT 7.4 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE COURT
 GD0092'HOUSE AT MURRAY, 65 YARDS SOUTHWEST OF THE JUNCTION OF A ROAD
 GD0092'LEADING EAST AND A PRIVATE DIM ROAD LEADING NORTHWEST, ABOUT 0.3
 GD0092'MILE SOUTHWEST OF A CEMETERY ON THE NORTHWEST SIDE OF THE HIGHWAY,
 GD0092'SET IN THE TOP OF THE SOUTHWEST END OF THE 7 FOOT NORTHWEST
 GD0092'CONCRETE HEAD WALL OF A 16 INCH PIPE CULVERT, 18 FEET NORTHWEST
 GD0092'OF AND ABOUT 1 FOOT BELOW THE CENTER LINE OF THE HIGHWAY.
 GD0092
 GD0092                          STATION RECOVERY (1971)
 GD0092
 GD0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0092'RECOVERED IN GOOD CONDITION.
 GD0092
 GD0092                          STATION RECOVERY (2004)
 GD0092
 GD0092'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0407 ***********************************************************************
 HB0407  DESIGNATION -  D 129
 HB0407  PID         -  HB0407
 HB0407  STATE/COUNTY-  KY/MCCRACKEN
 HB0407  USGS QUAD   -  PADUCAH EAST (1982)
 HB0407
 HB0407                         *CURRENT SURVEY CONTROL
 HB0407  ___________________________________________________________________
 HB0407* NAD 83(1986)-  37 01 30.     (N)    088 31 04.     (W)     SCALED    
 HB0407* NAVD 88     -       106.368  (meters)     348.98   (feet)  ADJUSTED  
 HB0407  ___________________________________________________________________
 HB0407  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HB0407  DYNAMIC HT  -         106.289 (meters)     348.72  (feet)  COMP
 HB0407  MODELED GRAV-     979,887.5   (mgal)                       NAVD 88
 HB0407
 HB0407  VERT ORDER  -  FIRST     CLASS I
 HB0407
 HB0407.The horizontal coordinates were scaled from a topographic map and have
 HB0407.an estimated accuracy of +/- 6 seconds.
 HB0407
 HB0407.The orthometric height was determined by differential leveling
 HB0407.and adjusted by the National Geodetic Survey in June 1991..
 HB0407
 HB0407.The geoid height was determined by GEOID03.
 HB0407
 HB0407.The dynamic height is computed by dividing the NAVD 88
 HB0407.geopotential number by the normal gravity value computed on the
 HB0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0407.degrees latitude (g = 980.6199 gals.).
 HB0407
 HB0407.The modeled gravity was interpolated from observed gravity values.
 HB0407
 HB0407;                    North         East    Units  Estimated Accuracy
 HB0407;SPC KY1Z     - 1,080,420.    1,253,750.      MT  (+/- 180 meters Scaled)
 HB0407
 HB0407                          SUPERSEDED SURVEY CONTROL
 HB0407
 HB0407  NGVD 29 (??/??/??)  106.399  (m)          349.08   (f) ADJUSTED    1 1
 HB0407
 HB0407.Superseded values are not recommended for survey control.
 HB0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0407.See file dsdata.txt to determine how the superseded data were derived.
 HB0407
 HB0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF649987(NAD 83)
 HB0407_MARKER: DB = BENCH MARK DISK
 HB0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0407_SP_SET: FOUNDATION
 HB0407_STAMPING: D 129 1946
 HB0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0407
 HB0407  HISTORY     - Date     Condition        Report By
 HB0407  HISTORY     - 1946     MONUMENTED       CGS
 HB0407  HISTORY     - 1968     GOOD             CGS
 HB0407  HISTORY     - 1972     GOOD             NGS
 HB0407  HISTORY     - 1978     GOOD             DOD
 HB0407
 HB0407                          STATION DESCRIPTION
 HB0407
 HB0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0407'7.2 MI SE FROM PADUCAH.
 HB0407'ABOUT 0.45 MILE SOUTHWEST ALONG BROADWAY FROM THE POST OFFICE AT
 HB0407'PADUCAH, THENCE 6.8 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL
 HB0407'RAILROAD, OR ABOUT 4.25 MILES WEST ALONG THE ILLINOIS CENTRAL
 HB0407'RAILROAD FROM THE CROSSING OF THE RAILROAD AND THE GRAVELED ROAD
 HB0407'AT LITTLE CYPRESS, 20 RAILS SOUTHEAST OF MILEPOST 219, SET IN THE
 HB0407'TOP OF THE NORTH CORNER OF THE CONCRETE FOUNDATION FOR SEMAPHORE
 HB0407'NUMBER J 218.8, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 HB0407'SOUTHWEST TRACK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 HB0407
 HB0407                          STATION RECOVERY (1972)
 HB0407
 HB0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0407'RECOVERED IN GOOD CONDITION.
 HB0407
 HB0407                          STATION RECOVERY (1978)
 HB0407
 HB0407'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 HB0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1495 ***********************************************************************
 GZ1495  DESIGNATION -  D 13
 GZ1495  PID         -  GZ1495
 GZ1495  STATE/COUNTY-  KY/ADAIR
 GZ1495  USGS QUAD   -  COLUMBIA (1976)
 GZ1495
 GZ1495                         *CURRENT SURVEY CONTROL
 GZ1495  ___________________________________________________________________
 GZ1495* NAD 83(1986)-  37 04 39.     (N)    085 21 24.     (W)     SCALED    
 GZ1495* NAVD 88     -       250.196  (meters)     820.85   (feet)  ADJUSTED  
 GZ1495  ___________________________________________________________________
 GZ1495  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GZ1495  DYNAMIC HT  -         249.997 (meters)     820.20  (feet)  COMP
 GZ1495  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 GZ1495
 GZ1495  VERT ORDER  -  FIRST     CLASS I
 GZ1495
 GZ1495.The horizontal coordinates were scaled from a topographic map and have
 GZ1495.an estimated accuracy of +/- 6 seconds.
 GZ1495
 GZ1495.The orthometric height was determined by differential leveling
 GZ1495.and adjusted by the National Geodetic Survey in June 1991..
 GZ1495
 GZ1495.The geoid height was determined by GEOID03.
 GZ1495
 GZ1495.The dynamic height is computed by dividing the NAVD 88
 GZ1495.geopotential number by the normal gravity value computed on the
 GZ1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1495.degrees latitude (g = 980.6199 gals.).
 GZ1495
 GZ1495.The modeled gravity was interpolated from observed gravity values.
 GZ1495
 GZ1495;                    North         East    Units  Estimated Accuracy
 GZ1495;SPC KY1Z     - 1,082,670.    1,534,980.      MT  (+/- 180 meters Scaled)
 GZ1495
 GZ1495                          SUPERSEDED SURVEY CONTROL
 GZ1495
 GZ1495  NGVD 29 (??/??/92)  250.346  (m)          821.34   (f) ADJ UNCH    1 1
 GZ1495
 GZ1495.Superseded values are not recommended for survey control.
 GZ1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1495.See file dsdata.txt to determine how the superseded data were derived.
 GZ1495
 GZ1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG460047(NAD 83)
 GZ1495_MARKER: DB = BENCH MARK DISK
 GZ1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1495_STAMPING: D 13 1928 821.357
 GZ1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1495+STABILITY: SURFACE MOTION
 GZ1495
 GZ1495  HISTORY     - Date     Condition        Report By
 GZ1495  HISTORY     - 1928     MONUMENTED       CGS
 GZ1495  HISTORY     - 1968     GOOD             NGS
 GZ1495  HISTORY     - 20050815 MARK NOT FOUND   KYTC
 GZ1495
 GZ1495                          STATION DESCRIPTION
 GZ1495
 GZ1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1495'3.8 MI SW FROM COLUMBIA.
 GZ1495'ABOUT 0.5 MILE SOUTHWEST ALONG BURKESVILLE STREET WHICH IS STATE
 GZ1495'HIGHWAY 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA, THENCE
 GZ1495'2.3 MILES SOUTHWEST ALONG STATE HIGHWAYS 61 AND 80, THENCE
 GZ1495'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 80, 1.0 MILE WEST OF A
 GZ1495'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 61, 1.0 MILE EAST OF A
 GZ1495'HIGHWAY BRIDGE OVER BUTLERS FORK, 34 FEET SOUTH OF THE CENTERLINE
 GZ1495'OF THE HIGHWAY, 23 FEET WEST OF THE CENTERLINE OF A PRIVATE
 GZ1495'DRIVEWAY, 100 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTHEAST
 GZ1495'CORNER OF A BARN, 8 FEET NORTHEAST OF A POWER POLE WHICH BEARS
 GZ1495'A TRANSFORMER, 2 1/2 FEET NORTH OF A CORNER FENCE POST, 1.2
 GZ1495'FEET SOUTH OF A METAL WITNESS POST, ABOUT 12 FEET ABOVE THE
 GZ1495'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GZ1495'WHICH PROJECTS 4 INCHES.
 GZ1495
 GZ1495                          STATION RECOVERY (2005)
 GZ1495
 GZ1495'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1495'THE PROPERTY OWNER STATED THIS BANK WAS GRADED 8-10 YEARS AGO UNAWARE
 GZ1495'OF MARK, LOCATION NOW ABOUT 1 FOOT ABOVE ROAD, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1772 ***********************************************************************
 GC1772  DESIGNATION -  D 131
 GC1772  PID         -  GC1772
 GC1772  STATE/COUNTY-  KY/TRIGG
 GC1772  USGS QUAD   -  CANTON (1982)
 GC1772
 GC1772                         *CURRENT SURVEY CONTROL
 GC1772  ___________________________________________________________________
 GC1772* NAD 83(1986)-  36 48 40.     (N)    087 53 54.     (W)     SCALED    
 GC1772* NAVD 88     -       170.182  (meters)     558.34   (feet)  ADJUSTED  
 GC1772  ___________________________________________________________________
 GC1772  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC1772  DYNAMIC HT  -         170.050 (meters)     557.91  (feet)  COMP
 GC1772  MODELED GRAV-     979,851.6   (mgal)                       NAVD 88
 GC1772
 GC1772  VERT ORDER  -  FIRST     CLASS II
 GC1772
 GC1772.The horizontal coordinates were scaled from a topographic map and have
 GC1772.an estimated accuracy of +/- 6 seconds.
 GC1772
 GC1772.The orthometric height was determined by differential leveling
 GC1772.and adjusted by the National Geodetic Survey in June 1991..
 GC1772
 GC1772.The geoid height was determined by GEOID03.
 GC1772
 GC1772.The dynamic height is computed by dividing the NAVD 88
 GC1772.geopotential number by the normal gravity value computed on the
 GC1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1772.degrees latitude (g = 980.6199 gals.).
 GC1772
 GC1772.The modeled gravity was interpolated from observed gravity values.
 GC1772
 GC1772;                    North         East    Units  Estimated Accuracy
 GC1772;SPC KY1Z     - 1,055,230.    1,308,300.      MT  (+/- 180 meters Scaled)
 GC1772
 GC1772                          SUPERSEDED SURVEY CONTROL
 GC1772
 GC1772  NGVD 29 (??/??/92)  170.253  (m)          558.57   (f) ADJ UNCH    1 2
 GC1772
 GC1772.Superseded values are not recommended for survey control.
 GC1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1772.See file dsdata.txt to determine how the superseded data were derived.
 GC1772
 GC1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF198742(NAD 83)
 GC1772_MARKER: DB = BENCH MARK DISK
 GC1772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1772_SP_SET: CULVERT
 GC1772_STAMPING: D 131 1948
 GC1772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1772
 GC1772  HISTORY     - Date     Condition        Report By
 GC1772  HISTORY     - 1948     MONUMENTED       CGS
 GC1772  HISTORY     - 1967     MARK NOT FOUND   NGS
 GC1772
 GC1772                          STATION DESCRIPTION
 GC1772
 GC1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1772'5.4 MI SW FROM CADIZ.
 GC1772'ABOUT 5.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 68 FROM THE COURT
 GC1772'HOUSE AT CADIZ, ABOUT 0.35 MILE NORTHEAST OF THE INN AT PETE
 GC1772'LIGHT SPRING, ON THE WEST SLOPE OF A LONG GRADE, IN THE TOP OF
 GC1772'THE WEST END OF THE SOUTH HEADWALL OF A 24-INCH PIPE CULVERT, 25
 GC1772'FEET SOUTH OF AND ABOUT 5 FEET LOWER THAN THE CENTER LINE OF THE
 GC1772'HIGHWAY.
 GC1772
 GC1772                          STATION RECOVERY (1967)
 GC1772
 GC1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC1772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0436 ***********************************************************************
 GD0436  DESIGNATION -  D 132
 GD0436  PID         -  GD0436
 GD0436  STATE/COUNTY-  KY/HICKMAN
 GD0436  USGS QUAD   -  CLINTON (1981)
 GD0436
 GD0436                         *CURRENT SURVEY CONTROL
 GD0436  ___________________________________________________________________
 GD0436* NAD 83(1986)-  36 40 00.     (N)    088 59 50.     (W)     SCALED    
 GD0436* NAVD 88     -       113.102  (meters)     371.07   (feet)  ADJUSTED  
 GD0436  ___________________________________________________________________
 GD0436  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GD0436  DYNAMIC HT  -         113.015 (meters)     370.78  (feet)  COMP
 GD0436  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 GD0436
 GD0436  VERT ORDER  -  FIRST     CLASS I
 GD0436
 GD0436.The horizontal coordinates were scaled from a topographic map and have
 GD0436.an estimated accuracy of +/- 6 seconds.
 GD0436
 GD0436.The orthometric height was determined by differential leveling
 GD0436.and adjusted by the National Geodetic Survey in June 1991..
 GD0436
 GD0436.The geoid height was determined by GEOID03.
 GD0436
 GD0436.The dynamic height is computed by dividing the NAVD 88
 GD0436.geopotential number by the normal gravity value computed on the
 GD0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0436.degrees latitude (g = 980.6199 gals.).
 GD0436
 GD0436.The modeled gravity was interpolated from observed gravity values.
 GD0436
 GD0436;                    North         East    Units  Estimated Accuracy
 GD0436;SPC KY1Z     - 1,042,050.    1,209,730.      MT  (+/- 180 meters Scaled)
 GD0436
 GD0436                          SUPERSEDED SURVEY CONTROL
 GD0436
 GD0436  NGVD 29 (??/??/??)  113.019  (m)          370.80   (f) ADJUSTED    1 1
 GD0436
 GD0436.Superseded values are not recommended for survey control.
 GD0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0436.See file dsdata.txt to determine how the superseded data were derived.
 GD0436
 GD0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF215597(NAD 83)
 GD0436_MARKER: DB = BENCH MARK DISK
 GD0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0436_SP_SET: BRIDGE
 GD0436_STAMPING: D 132 1948
 GD0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0436+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 GD0436
 GD0436  HISTORY     - Date     Condition        Report By
 GD0436  HISTORY     - 1948     MONUMENTED       CGS
 GD0436  HISTORY     - 1974     GOOD             NGS
 GD0436  HISTORY     - 20020816 GOOD             USACE
 GD0436
 GD0436                          STATION DESCRIPTION
 GD0436
 GD0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0436'AT CLINTON.
 GD0436'AT CLINTON, 0.1 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE FEDERAL
 GD0436'BUILDING-POST OFFICE, THENCE 0.2 MILE WEST ALONG STATE HIGHWAYS
 GD0436'58 AND 123, AT THE ILLINOIS CENTRAL RAILROAD OVERPASS, 21.3 FEET
 GD0436'EAST OF THE EAST RAIL OF MAIN TRACK, 16.5 FEET EAST OF THE EAST
 GD0436'FACE OF STEEL BANNISTER OF BRIDGE, SET IN TOP OF THE EAST END
 GD0436'OF SOUTH CONCRETE SEAT OF BRIDGE, 1.7 FEET SOUTH OF THE NORTH
 GD0436'EDGE, 1.3 FEET WEST OF THE EAST END OF SEAT AND 7 FEET BELOW THE
 GD0436'TOP OF RAILS.
 GD0436
 GD0436                          STATION RECOVERY (2002)
 GD0436
 GD0436'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1084 ***********************************************************************
 GC1084  DESIGNATION -  D 134
 GC1084  PID         -  GC1084
 GC1084  STATE/COUNTY-  KY/CHRISTIAN
 GC1084  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1084
 GC1084                         *CURRENT SURVEY CONTROL
 GC1084  ___________________________________________________________________
 GC1084* NAD 83(1986)-  36 51 27.     (N)    087 29 33.     (W)     SCALED    
 GC1084* NAVD 88     -       170.680  (meters)     559.97   (feet)  ADJUSTED  
 GC1084  ___________________________________________________________________
 GC1084  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC1084  DYNAMIC HT  -         170.545 (meters)     559.53  (feet)  COMP
 GC1084  MODELED GRAV-     979,836.6   (mgal)                       NAVD 88
 GC1084
 GC1084  VERT ORDER  -  FIRST     CLASS II
 GC1084
 GC1084.The horizontal coordinates were scaled from a topographic map and have
 GC1084.an estimated accuracy of +/- 6 seconds.
 GC1084
 GC1084.The orthometric height was determined by differential leveling
 GC1084.and adjusted by the National Geodetic Survey in June 1991..
 GC1084
 GC1084.The geoid height was determined by GEOID03.
 GC1084
 GC1084.The dynamic height is computed by dividing the NAVD 88
 GC1084.geopotential number by the normal gravity value computed on the
 GC1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1084.degrees latitude (g = 980.6199 gals.).
 GC1084
 GC1084.The modeled gravity was interpolated from observed gravity values.
 GC1084
 GC1084;                    North         East    Units  Estimated Accuracy
 GC1084;SPC KY1Z     - 1,059,630.    1,344,610.      MT  (+/- 180 meters Scaled)
 GC1084
 GC1084                          SUPERSEDED SURVEY CONTROL
 GC1084
 GC1084  NGVD 29 (??/??/92)  170.747  (m)          560.19   (f) ADJ UNCH    1 2
 GC1084
 GC1084.Superseded values are not recommended for survey control.
 GC1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1084.See file dsdata.txt to determine how the superseded data were derived.
 GC1084
 GC1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF560791(NAD 83)
 GC1084_MARKER: DB = BENCH MARK DISK
 GC1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1084_STAMPING: D 134 1949
 GC1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1084+STABILITY: SURFACE MOTION
 GC1084
 GC1084  HISTORY     - Date     Condition        Report By
 GC1084  HISTORY     - 1949     MONUMENTED       CGS
 GC1084
 GC1084                          STATION DESCRIPTION
 GC1084
 GC1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1084'AT HOPKINSVILLE.
 GC1084'AT HOPKINSVILLE, ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 107
 GC1084'(SOUTH VIRGINIS STREET) FROM ITS INTERSECTION WITH 9TH STREET,
 GC1084'AT THE INTERSECTION OF EAST 19TH STREET, 51.5 FEET EAST OF THE
 GC1084'EAST CURB OF SOUTH VIRGINIA STREET, 100 FEET SOUTH OF THE SOUTH
 GC1084'CURB OF EAST 19TH STREET, 44.8 FEET EAST OF THE NORTHWEST
 GC1084'CORNER OF VIRGINIA SCHOOL YARD, 2 FEET NORTH OF THE SCHOOL
 GC1084'YARD FENCE, 123.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GC1084'THE BRICK SCHOOL WITH STONE FOUNDATION, 1 1/2 FEET WEST OF A
 GC1084'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE SIDE WALK
 GC1084'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0146 ***********************************************************************
 HB0146  DESIGNATION -  D 136
 HB0146  PID         -  HB0146
 HB0146  STATE/COUNTY-  KY/CALDWELL
 HB0146  USGS QUAD   -  FREDONIA (1954)
 HB0146
 HB0146                         *CURRENT SURVEY CONTROL
 HB0146  ___________________________________________________________________
 HB0146* NAD 83(1986)-  37 12 07.     (N)    088 03 08.     (W)     SCALED    
 HB0146* NAVD 88     -       129.170  (meters)     423.79   (feet)  ADJUSTED  
 HB0146  ___________________________________________________________________
 HB0146  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HB0146  DYNAMIC HT  -         129.074 (meters)     423.47  (feet)  COMP
 HB0146  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 HB0146
 HB0146  VERT ORDER  -  FIRST     CLASS II
 HB0146
 HB0146.The horizontal coordinates were scaled from a topographic map and have
 HB0146.an estimated accuracy of +/- 6 seconds.
 HB0146
 HB0146.The orthometric height was determined by differential leveling
 HB0146.and adjusted by the National Geodetic Survey in June 1991..
 HB0146
 HB0146.The geoid height was determined by GEOID03.
 HB0146
 HB0146.The dynamic height is computed by dividing the NAVD 88
 HB0146.geopotential number by the normal gravity value computed on the
 HB0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0146.degrees latitude (g = 980.6199 gals.).
 HB0146
 HB0146.The modeled gravity was interpolated from observed gravity values.
 HB0146
 HB0146;                    North         East    Units  Estimated Accuracy
 HB0146;SPC KY1Z     - 1,098,920.    1,295,650.      MT  (+/- 180 meters Scaled)
 HB0146
 HB0146                          SUPERSEDED SURVEY CONTROL
 HB0146
 HB0146  NGVD 29 (??/??/??)  129.250  (m)          424.05   (f) ADJUSTED    1 2
 HB0146
 HB0146.Superseded values are not recommended for survey control.
 HB0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0146.See file dsdata.txt to determine how the superseded data were derived.
 HB0146
 HB0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG066177(NAD 83)
 HB0146_MARKER: DB = BENCH MARK DISK
 HB0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0146_STAMPING: D 136 1949
 HB0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0146+STABILITY: SURFACE MOTION
 HB0146
 HB0146  HISTORY     - Date     Condition        Report By
 HB0146  HISTORY     - 1949     MONUMENTED       CGS
 HB0146
 HB0146                          STATION DESCRIPTION
 HB0146
 HB0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0146'0.4 MI E FROM FREDONIA.
 HB0146'0.45 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0146'STATION AT FREDONIA, ABOUT 170 YARDS WEST OF THE WEST END OF A
 HB0146'LONG CURVE WITH TANGENTS WEST AND SOUTHEAST, 35.2 FEET NORTH OF
 HB0146'THE NORTH RAIL, 1 FOOT SOUTH OF THE R/W FENCE LINE, 21 FEET
 HB0146'NORTHEAST OF A TELEPHONE POLE, 73 YARDS EAST OF A WHISTLE POST,
 HB0146'2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 HB0146'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0239 ***********************************************************************
 HZ0239  DESIGNATION -  D 137
 HZ0239  PID         -  HZ0239
 HZ0239  STATE/COUNTY-  KY/GRANT
 HZ0239  USGS QUAD   -  SADIEVILLE (1978)
 HZ0239
 HZ0239                         *CURRENT SURVEY CONTROL
 HZ0239  ___________________________________________________________________
 HZ0239* NAD 83(1986)-  38 29 33.     (N)    084 33 33.     (W)     SCALED    
 HZ0239* NAVD 88     -       281.629  (meters)     923.98   (feet)  ADJUSTED  
 HZ0239  ___________________________________________________________________
 HZ0239  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HZ0239  DYNAMIC HT  -         281.430 (meters)     923.32  (feet)  COMP
 HZ0239  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 HZ0239
 HZ0239  VERT ORDER  -  FIRST     CLASS II
 HZ0239
 HZ0239.The horizontal coordinates were scaled from a topographic map and have
 HZ0239.an estimated accuracy of +/- 6 seconds.
 HZ0239
 HZ0239.The orthometric height was determined by differential leveling
 HZ0239.and adjusted by the National Geodetic Survey in June 1991..
 HZ0239
 HZ0239.The geoid height was determined by GEOID03.
 HZ0239
 HZ0239.The dynamic height is computed by dividing the NAVD 88
 HZ0239.geopotential number by the normal gravity value computed on the
 HZ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0239.degrees latitude (g = 980.6199 gals.).
 HZ0239
 HZ0239.The modeled gravity was interpolated from observed gravity values.
 HZ0239
 HZ0239;                    North         East    Units  Estimated Accuracy
 HZ0239;SPC KY1Z     - 1,240,300.    1,603,880.      MT  (+/- 180 meters Scaled)
 HZ0239
 HZ0239                          SUPERSEDED SURVEY CONTROL
 HZ0239
 HZ0239  NGVD 29 (??/??/92)  281.796  (m)          924.53   (f) ADJ UNCH    1 2
 HZ0239
 HZ0239.Superseded values are not recommended for survey control.
 HZ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0239.See file dsdata.txt to determine how the superseded data were derived.
 HZ0239
 HZ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH128632(NAD 83)
 HZ0239_MARKER: DB = BENCH MARK DISK
 HZ0239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ0239_SP_SET: HEADWALL
 HZ0239_STAMPING: D 137 1949
 HZ0239_MARK LOGO: CGS   
 HZ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0239+STABILITY: SURFACE MOTION
 HZ0239
 HZ0239  HISTORY     - Date     Condition        Report By
 HZ0239  HISTORY     - 1949     MONUMENTED       CGS
 HZ0239  HISTORY     - 1965     GOOD             NGS
 HZ0239  HISTORY     - 1986     GOOD             NGS
 HZ0239
 HZ0239                          STATION DESCRIPTION
 HZ0239
 HZ0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0239'AT CORINTH.
 HZ0239'AT CORINTH, ALONG THE SOUTHERN RAILWAY, ABOUT 185 YARDS SOUTHEAST
 HZ0239'OF THE STATION, ABOUT 50 YARDS NORTHWEST OF CONCRETE OVERPASS NO.
 HZ0239'48.7 OVER THE TRACKS, 25 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 HZ0239'OF THE SOUTHWEST TRACK, SET IN THE TOP OF THE SOUTHEAST END OF
 HZ0239'THE SOUTHWEST HEAD WALL OF A 3-FOOT CONCRETE CULVERT AND ABOUT 6 1/2
 HZ0239'FEET BELOW THE TRACK.
 HZ0239
 HZ0239                          STATION RECOVERY (1965)
 HZ0239
 HZ0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HZ0239'RECOVERED IN GOOD CONDITION.
 HZ0239
 HZ0239                          STATION RECOVERY (1986)
 HZ0239
 HZ0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0156 ***********************************************************************
 HB0156  DESIGNATION -  D 138
 HB0156  PID         -  HB0156
 HB0156  STATE/COUNTY-  KY/CRITTENDEN
 HB0156  USGS QUAD   -  DYCUSBURG (1973)
 HB0156
 HB0156                         *CURRENT SURVEY CONTROL
 HB0156  ___________________________________________________________________
 HB0156* NAD 83(1986)-  37 11 56.     (N)    088 09 55.     (W)     SCALED    
 HB0156* NAVD 88     -       152.887  (meters)     501.60   (feet)  ADJUSTED  
 HB0156  ___________________________________________________________________
 HB0156  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HB0156  DYNAMIC HT  -         152.774 (meters)     501.23  (feet)  COMP
 HB0156  MODELED GRAV-     979,887.7   (mgal)                       NAVD 88
 HB0156
 HB0156  VERT ORDER  -  FIRST     CLASS II
 HB0156
 HB0156.The horizontal coordinates were scaled from a topographic map and have
 HB0156.an estimated accuracy of +/- 6 seconds.
 HB0156
 HB0156.The orthometric height was determined by differential leveling
 HB0156.and adjusted by the National Geodetic Survey in June 1991..
 HB0156
 HB0156.The geoid height was determined by GEOID03.
 HB0156
 HB0156.The dynamic height is computed by dividing the NAVD 88
 HB0156.geopotential number by the normal gravity value computed on the
 HB0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0156.degrees latitude (g = 980.6199 gals.).
 HB0156
 HB0156.The modeled gravity was interpolated from observed gravity values.
 HB0156
 HB0156;                    North         East    Units  Estimated Accuracy
 HB0156;SPC KY1Z     - 1,098,840.    1,285,600.      MT  (+/- 180 meters Scaled)
 HB0156
 HB0156                          SUPERSEDED SURVEY CONTROL
 HB0156
 HB0156  NGVD 29 (??/??/??)  152.962  (m)          501.84   (f) ADJUSTED    1 2
 HB0156
 HB0156.Superseded values are not recommended for survey control.
 HB0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0156.See file dsdata.txt to determine how the superseded data were derived.
 HB0156
 HB0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG965175(NAD 83)
 HB0156_MARKER: DB = BENCH MARK DISK
 HB0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0156_STAMPING: D 138 1949
 HB0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0156+STABILITY: SURFACE MOTION
 HB0156
 HB0156  HISTORY     - Date     Condition        Report By
 HB0156  HISTORY     - 1949     MONUMENTED       CGS
 HB0156
 HB0156                          STATION DESCRIPTION
 HB0156
 HB0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0156'3.4 MI NE FROM DYCUSBURG.
 HB0156'3.4 MILES NORTHEAST ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF
 HB0156'STATE HIGHWAY 295 AT DYCUSBURG, AT A 1-STORY WHITE HOUSE NORTHWEST
 HB0156'OF HIGHWAY, 103 FEET EAST OF THE EAST CORNER OF THE HOUSE, 64
 HB0156'FEET NORTHEAST OF THE NORTHEAST EDGE OF A SMALL FISH POND IN LAWN
 HB0156'OF HOUSE, 53 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 HB0156'HIGHWAY, 28.7 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT SOUTHWEST
 HB0156'OF THE FENCE LINE, 15 FEET NORTHEAST OF THE CENTER LINE OF A
 HB0156'DRIVE TO HOUSE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 HB0156'POST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HB0156'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0110 ***********************************************************************
 HB0110  DESIGNATION -  D 139
 HB0110  PID         -  HB0110
 HB0110  STATE/COUNTY-  KY/CRITTENDEN
 HB0110  USGS QUAD   -  REPTON (1996)
 HB0110
 HB0110                         *CURRENT SURVEY CONTROL
 HB0110  ___________________________________________________________________
 HB0110* NAD 83(1986)-  37 25 16.     (N)    088 00 07.     (W)     SCALED    
 HB0110* NAVD 88     -       138.105  (meters)     453.10   (feet)  ADJUSTED  
 HB0110  ___________________________________________________________________
 HB0110  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 HB0110  DYNAMIC HT  -         138.004 (meters)     452.77  (feet)  COMP
 HB0110  MODELED GRAV-     979,899.1   (mgal)                       NAVD 88
 HB0110
 HB0110  VERT ORDER  -  FIRST     CLASS II
 HB0110
 HB0110.The horizontal coordinates were scaled from a topographic map and have
 HB0110.an estimated accuracy of +/- 6 seconds.
 HB0110
 HB0110.The orthometric height was determined by differential leveling
 HB0110.and adjusted by the National Geodetic Survey in June 1991..
 HB0110
 HB0110.The geoid height was determined by GEOID03.
 HB0110
 HB0110.The dynamic height is computed by dividing the NAVD 88
 HB0110.geopotential number by the normal gravity value computed on the
 HB0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0110.degrees latitude (g = 980.6199 gals.).
 HB0110
 HB0110.The modeled gravity was interpolated from observed gravity values.
 HB0110
 HB0110;                    North         East    Units  Estimated Accuracy
 HB0110;SPC KY1Z     - 1,123,130.    1,300,690.      MT  (+/- 180 meters Scaled)
 HB0110
 HB0110                          SUPERSEDED SURVEY CONTROL
 HB0110
 HB0110  NGVD 29 (??/??/??)  138.195  (m)          453.39   (f) ADJUSTED    1 2
 HB0110
 HB0110.Superseded values are not recommended for survey control.
 HB0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0110.See file dsdata.txt to determine how the superseded data were derived.
 HB0110
 HB0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG113420(NAD 83)
 HB0110_MARKER: DB = BENCH MARK DISK
 HB0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0110_STAMPING: D 139 1949
 HB0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0110+STABILITY: SURFACE MOTION
 HB0110
 HB0110  HISTORY     - Date     Condition        Report By
 HB0110  HISTORY     - 1949     MONUMENTED       CGS
 HB0110  HISTORY     - 1985     MARK NOT FOUND   NGS
 HB0110
 HB0110                          STATION DESCRIPTION
 HB0110
 HB0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0110'4.4 MI SW FROM BLACKFORD.
 HB0110'4.45 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0110'STATION AT BLACKFORD, ABOUT 2.45 MILES NORTHEAST OF THE STATION AND
 HB0110'ROAD CROSSING AT REPTON, AT A DIM ROAD CROSSING, 47 FEET
 HB0110'WEST-NORTHWEST OF THE CENTER OF THE CROSSING, 40 FEET NORTHWEST AND
 HB0110'ACROSS THE DIM ROAD FROM THE NORTHWEST RAIL, 9 1/2 FEET NORTH OF
 HB0110'THE CENTER LINE OF THE ROAD, 15 1/2 FEET EAST-SOUTHEAST OF
 HB0110'TELEPHONE POLE NO. 2017, 4 FEET EAST OF A FENCE CORNER, 1 1/2 FEET
 HB0110'EAST OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE TRACK AND
 HB0110'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HB0110
 HB0110                          STATION RECOVERY (1985)
 HB0110
 HB0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0110'THERE HAS BENN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0078 ***********************************************************************
 HB0078  DESIGNATION -  D 140
 HB0078  PID         -  HB0078
 HB0078  STATE/COUNTY-  KY/UNION
 HB0078  USGS QUAD   -  DEKOVEN (1996)
 HB0078
 HB0078                         *CURRENT SURVEY CONTROL
 HB0078  ___________________________________________________________________
 HB0078* NAD 83(1986)-  37 36 27.     (N)    088 04 20.     (W)     SCALED    
 HB0078* NAVD 88     -       112.945  (meters)     370.55   (feet)  ADJUSTED  
 HB0078  ___________________________________________________________________
 HB0078  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 HB0078  DYNAMIC HT  -         112.865 (meters)     370.29  (feet)  COMP
 HB0078  MODELED GRAV-     979,919.3   (mgal)                       NAVD 88
 HB0078
 HB0078  VERT ORDER  -  FIRST     CLASS II
 HB0078
 HB0078.The horizontal coordinates were scaled from a topographic map and have
 HB0078.an estimated accuracy of +/- 6 seconds.
 HB0078
 HB0078.The orthometric height was determined by differential leveling
 HB0078.and adjusted by the National Geodetic Survey in June 1991..
 HB0078
 HB0078.The geoid height was determined by GEOID03.
 HB0078
 HB0078.The dynamic height is computed by dividing the NAVD 88
 HB0078.geopotential number by the normal gravity value computed on the
 HB0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0078.degrees latitude (g = 980.6199 gals.).
 HB0078
 HB0078.The modeled gravity was interpolated from observed gravity values.
 HB0078
 HB0078;                    North         East    Units  Estimated Accuracy
 HB0078;SPC KY1Z     - 1,143,960.    1,294,990.      MT  (+/- 180 meters Scaled)
 HB0078
 HB0078                          SUPERSEDED SURVEY CONTROL
 HB0078
 HB0078  NGVD 29 (??/??/??)  113.041  (m)          370.87   (f) ADJUSTED    1 2
 HB0078
 HB0078.Superseded values are not recommended for survey control.
 HB0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0078.See file dsdata.txt to determine how the superseded data were derived.
 HB0078
 HB0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG053628(NAD 83)
 HB0078_MARKER: DB = BENCH MARK DISK
 HB0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0078_STAMPING: D 140 1949
 HB0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0078+STABILITY: SURFACE MOTION
 HB0078
 HB0078  HISTORY     - Date     Condition        Report By
 HB0078  HISTORY     - 1949     MONUMENTED       CGS
 HB0078
 HB0078                          STATION DESCRIPTION
 HB0078
 HB0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0078'9.3 MI NW FROM STURGIS.
 HB0078'ABOUT 9.3 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0078'FROM THE STATION AT STURGIS, ABOUT 0.2 MILE NORTHEAST OF A
 HB0078'TRESTLE OVER A LARGE DRAINAGE DITCH, AT A FARM ROAD CROSSING,
 HB0078'27 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 13 1/2 FEET SOUTHWEST OF
 HB0078'THE CENTER LINE OF THE FARM ROAD, 10 FEET NORTH-NORTHWEST OF A
 HB0078'16-INCH ELM TREE IN FENCE LINE, 1 1/2 FEET NORTHWEST OF A WHITE
 HB0078'WOODEN WITNESS POST, 2 FEET BELOW THE TRACK AND SET IN THE
 HB0078'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE
 HB0078'REACHED FROM BLACKBURN BY GOING ABOUT 2.3 MILES SOUTHEAST ALONG
 HB0078'STATE HIGHWAY 56, THENCE ABOUT 5.0 MILES SOUTHEAST ALONG STATE
 HB0078'HIGHWAY 85, THENCE ABOUT 0.5 MILE SOUTHEAST ALONG THE ILLINOIS
 HB0078'CENTRAL RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0965 ***********************************************************************
 HZ0965  DESIGNATION -  D 141
 HZ0965  PID         -  HZ0965
 HZ0965  STATE/COUNTY-  KY/CARROLL
 HZ0965  USGS QUAD   -  CARROLLTON (1994)
 HZ0965
 HZ0965                         *CURRENT SURVEY CONTROL
 HZ0965  ___________________________________________________________________
 HZ0965* NAD 83(1986)-  38 37 32.     (N)    085 08 37.     (W)     SCALED    
 HZ0965* NAVD 88     -       146.251  (meters)     479.83   (feet)  ADJUSTED  
 HZ0965  ___________________________________________________________________
 HZ0965  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ0965  DYNAMIC HT  -         146.155 (meters)     479.51  (feet)  COMP
 HZ0965  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 HZ0965
 HZ0965  VERT ORDER  -  SECOND    CLASS 0
 HZ0965
 HZ0965.The horizontal coordinates were scaled from a topographic map and have
 HZ0965.an estimated accuracy of +/- 6 seconds.
 HZ0965
 HZ0965.The orthometric height was determined by differential leveling
 HZ0965.and adjusted by the National Geodetic Survey in June 1991..
 HZ0965
 HZ0965.The geoid height was determined by GEOID03.
 HZ0965
 HZ0965.The dynamic height is computed by dividing the NAVD 88
 HZ0965.geopotential number by the normal gravity value computed on the
 HZ0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0965.degrees latitude (g = 980.6199 gals.).
 HZ0965
 HZ0965.The modeled gravity was interpolated from observed gravity values.
 HZ0965
 HZ0965;                    North         East    Units  Estimated Accuracy
 HZ0965;SPC KY1Z     - 1,254,580.    1,552,800.      MT  (+/- 180 meters Scaled)
 HZ0965
 HZ0965                          SUPERSEDED SURVEY CONTROL
 HZ0965
 HZ0965  NGVD 29 (??/??/92)  146.450  (m)          480.48   (f) ADJ UNCH    2 0
 HZ0965
 HZ0965.Superseded values are not recommended for survey control.
 HZ0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0965.See file dsdata.txt to determine how the superseded data were derived.
 HZ0965
 HZ0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH615768(NAD 83)
 HZ0965_MARKER: DB = BENCH MARK DISK
 HZ0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0965_STAMPING: D 141 1949
 HZ0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0965+STABILITY: SURFACE MOTION
 HZ0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0965+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003
 HZ0965
 HZ0965  HISTORY     - Date     Condition        Report By
 HZ0965  HISTORY     - 1949     MONUMENTED       CGS
 HZ0965  HISTORY     - 1964     GOOD             NGS
 HZ0965  HISTORY     - 20030307 GOOD             KYDT
 HZ0965
 HZ0965                          STATION DESCRIPTION
 HZ0965
 HZ0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0965'0.8 MI SW FROM ENGLISH.
 HZ0965'0.85 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0965'FROM THE STATION AT ENGLISH, AT A PRIVATE ROAD CROSSING LEADING
 HZ0965'SOUTHEAST TO A SMALL TAN IMITATION BRICK HOUSE, 48 FEET SOUTHEAST
 HZ0965'OF THE CENTER OF THE CROSSING, 45 FEET SOUTHEAST OF THE SOUTHEAST
 HZ0965'RAIL, 47 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 27
 HZ0965'FEET EAST OF THE CENTER LINE OF THE ROAD, 27 FEET NORTH OF A
 HZ0965'24-INCH BLACK LOCUST TREE, 1 FOOT NORTHWEST OF A FENCE LINE, 1
 HZ0965'FOOT NORTH OF A WHITE WOODEN WITNESS POST, 4 FEET ABOVE THE TRACK
 HZ0965'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HZ0965
 HZ0965                          STATION RECOVERY (1964)
 HZ0965
 HZ0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0965'RECOVERED IN GOOD CONDITION.
 HZ0965
 HZ0965                          STATION RECOVERY (2003)
 HZ0965
 HZ0965'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0965'MARK IS 82 FEET EAST-NORTHEAST AND ACROSS ROAD FROM A TELEPHONE POLE,
 HZ0965'27 FEET SOUTH OF RR CROSSING SIGN POST AND 8.5 FEET EAST OF 20 INCH
 HZ0965'TREE AT FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0662 ***********************************************************************
 HZ0662  DESIGNATION -  D 143
 HZ0662  PID         -  HZ0662
 HZ0662  STATE/COUNTY-  KY/KENTON
 HZ0662  USGS QUAD   -  INDEPENDENCE (1981)
 HZ0662
 HZ0662                         *CURRENT SURVEY CONTROL
 HZ0662  ___________________________________________________________________
 HZ0662* NAD 83(1986)-  38 58 01.     (N)    084 36 47.     (W)     SCALED    
 HZ0662* NAVD 88     -       282.493  (meters)     926.81   (feet)  ADJUSTED  
 HZ0662  ___________________________________________________________________
 HZ0662  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HZ0662  DYNAMIC HT  -         282.310 (meters)     926.21  (feet)  COMP
 HZ0662  MODELED GRAV-     979,973.7   (mgal)                       NAVD 88
 HZ0662
 HZ0662  VERT ORDER  -  FIRST     CLASS II
 HZ0662
 HZ0662.The horizontal coordinates were scaled from a topographic map and have
 HZ0662.an estimated accuracy of +/- 6 seconds.
 HZ0662
 HZ0662.The orthometric height was determined by differential leveling
 HZ0662.and adjusted by the National Geodetic Survey in June 1991..
 HZ0662.WARNING-Repeat measurements at this control monument indicate possible
 HZ0662.vertical movement.
 HZ0662
 HZ0662.The geoid height was determined by GEOID03.
 HZ0662
 HZ0662.The dynamic height is computed by dividing the NAVD 88
 HZ0662.geopotential number by the normal gravity value computed on the
 HZ0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0662.degrees latitude (g = 980.6199 gals.).
 HZ0662
 HZ0662.The modeled gravity was interpolated from observed gravity values.
 HZ0662
 HZ0662;                    North         East    Units  Estimated Accuracy
 HZ0662;SPC KY1Z     - 1,292,910.    1,598,540.      MT  (+/- 180 meters Scaled)
 HZ0662
 HZ0662                          SUPERSEDED SURVEY CONTROL
 HZ0662
 HZ0662  NGVD 29 (??/??/92)  282.718  (m)          927.55   (f) ADJ UNCH    1 2
 HZ0662
 HZ0662.Superseded values are not recommended for survey control.
 HZ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0662.See file dsdata.txt to determine how the superseded data were derived.
 HZ0662
 HZ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ067158(NAD 83)
 HZ0662_MARKER: DB = BENCH MARK DISK
 HZ0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0662_SP_SET: CONCRETE POST
 HZ0662_STAMPING: D 143 1949
 HZ0662_MARK LOGO: CGS   
 HZ0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0662+STABILITY: SURFACE MOTION
 HZ0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0662+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1998
 HZ0662
 HZ0662  HISTORY     - Date     Condition        Report By
 HZ0662  HISTORY     - 1949     MONUMENTED       CGS
 HZ0662  HISTORY     - 1964     GOOD             NGS
 HZ0662  HISTORY     - 1985     GOOD             NGS
 HZ0662  HISTORY     - 19940406 GOOD             WOOLPT
 HZ0662  HISTORY     - 19980404 GOOD             WOOLPT
 HZ0662
 HZ0662                          STATION DESCRIPTION
 HZ0662
 HZ0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0662'3.7 MI S FROM ERLANGER.
 HZ0662'ABOUT 3.7 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 HZ0662'STATION AT ERLANGER.  EAST OF AND ACROSS THE RAILROAD FROM THE
 HZ0662'VILLAGE OF DEVON, ABOUT 185 YARDS SOUTH OF AN OVERPASS, 44 FEET
 HZ0662'NORTHEAST OF A SWITCH BOX MOUNTED ON A STEEL POST, 39.5 FEET
 HZ0662'EAST OF THE EAST RAIL OF THE MAIN LINE, 39 FEET NORTH OF A 26-INCH
 HZ0662'CATALPA TREE, 3 FEET NORTH-NORTHEAST OF A TELEPHONE POLE AND IN
 HZ0662'LINE WITH THE ROW OF POLES.  (A STEEL WITNESS POST WAS PLACED BY
 HZ0662'THE MARK.)  THE MARK IS ABOUT LEVEL WITH THE TRACK AND SET IN THE
 HZ0662'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.
 HZ0662
 HZ0662                          STATION RECOVERY (1985)
 HZ0662
 HZ0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0662'RECOVERED IN GOOD CONDITION, THE 1964 DESCRIPTION IS ADEQUATE EXCEPT
 HZ0662'THE TELEPHONE POLE MENTIONED THEREIN NO LONGER EXIST AND THE MENTIONED
 HZ0662'OVERPASS IS RICHARDSON ROAD.
 HZ0662'THE MARK IS 0.61 METERS  SSW FROM  A WITNESS POST
 HZ0662
 HZ0662                          STATION RECOVERY (1994)
 HZ0662
 HZ0662'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1994 (TM)
 HZ0662'RECOVERED AS DESCRIBED.
 HZ0662
 HZ0662                          STATION RECOVERY (1998)
 HZ0662
 HZ0662'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998
 HZ0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0267 ***********************************************************************
 HZ0267  DESIGNATION -  D 144
 HZ0267  PID         -  HZ0267
 HZ0267  STATE/COUNTY-  KY/SCOTT
 HZ0267  USGS QUAD   -  GEORGETOWN (1993)
 HZ0267
 HZ0267                         *CURRENT SURVEY CONTROL
 HZ0267  ___________________________________________________________________
 HZ0267* NAD 83(1986)-  38 14 11.     (N)    084 33 24.     (W)     SCALED    
 HZ0267* NAVD 88     -       258.031  (meters)     846.56   (feet)  ADJUSTED  
 HZ0267  ___________________________________________________________________
 HZ0267  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HZ0267  DYNAMIC HT  -         257.844 (meters)     845.94  (feet)  COMP
 HZ0267  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 HZ0267
 HZ0267  VERT ORDER  -  FIRST     CLASS II
 HZ0267
 HZ0267.The horizontal coordinates were scaled from a topographic map and have
 HZ0267.an estimated accuracy of +/- 6 seconds.
 HZ0267
 HZ0267.The orthometric height was determined by differential leveling
 HZ0267.and adjusted by the National Geodetic Survey in June 1991..
 HZ0267
 HZ0267.The geoid height was determined by GEOID03.
 HZ0267
 HZ0267.The dynamic height is computed by dividing the NAVD 88
 HZ0267.geopotential number by the normal gravity value computed on the
 HZ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0267.degrees latitude (g = 980.6199 gals.).
 HZ0267
 HZ0267.The modeled gravity was interpolated from observed gravity values.
 HZ0267
 HZ0267;                    North         East    Units  Estimated Accuracy
 HZ0267;SPC KY1Z     - 1,211,880.    1,604,470.      MT  (+/- 180 meters Scaled)
 HZ0267
 HZ0267                          SUPERSEDED SURVEY CONTROL
 HZ0267
 HZ0267  NGVD 29 (??/??/92)  258.205  (m)          847.13   (f) ADJ UNCH    1 2
 HZ0267
 HZ0267.Superseded values are not recommended for survey control.
 HZ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0267.See file dsdata.txt to determine how the superseded data were derived.
 HZ0267
 HZ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH138348(NAD 83)
 HZ0267_MARKER: DB = BENCH MARK DISK
 HZ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0267_SP_SET: CONCRETE POST
 HZ0267_STAMPING: D 144 1949
 HZ0267_MARK LOGO: CGS   
 HZ0267_PROJECTION: FLUSH
 HZ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0267+STABILITY: SURFACE MOTION
 HZ0267
 HZ0267  HISTORY     - Date     Condition        Report By
 HZ0267  HISTORY     - 1949     MONUMENTED       CGS
 HZ0267  HISTORY     - 1986     GOOD             NGS
 HZ0267
 HZ0267                          STATION DESCRIPTION
 HZ0267
 HZ0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0267'2.1 MI N FROM GEORGETOWN.
 HZ0267'ABOUT 2.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 HZ0267'AT GEORGETOWN, ABOUT 0.35 MILE NORTH OF MILE POST 68, AT A
 HZ0267'PRIVATE FARM ROAD CROSSING, ABOUT 120 YARDS SOUTH OF BLOCK
 HZ0267'SIGNAL NO. 67.6, 33 FEET EAST OF THE EAST RAIL OF THE EAST
 HZ0267'TRACK, 1 FOOT WEST OF A FENCE LINE, 50 FEET SOUTH OF THE CENTER
 HZ0267'OF THE CROSSING OF THE EAST TRACK, 26 FEET SOUTH OF THE SOUTH
 HZ0267'GATE POST OF GATE ACROSS FARM ROAD, 2 FEET NORTH OF A WHITE
 HZ0267'WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN THE TOP
 HZ0267'OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0267
 HZ0267                          STATION RECOVERY (1986)
 HZ0267
 HZ0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ0267'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.1 KM (1.95
 HZ0267'MI) NORTH ALONG U.S. HIGHWAY 25 FROM THE COURTHOUSE IN GEORGETOWN TO A
 HZ0267'SIDE ROAD RIGHT, THENCE 1.1 KM (0.7 MI) EAST ALONG THE GRAVELED ROAD
 HZ0267'TO THE SOUTHERN RAILROAD AND THE MARK ON THE RIGHT, 9.4 METERS (31.0
 HZ0267'FT) SOUTH OF THE CENTER OF THE ROAD, 10.0 METERS (33.0 FT) EAST OF THE
 HZ0267'EAST RAIL.
 HZ0267'THE MARK IS 0.27 METERS  W FROM  A WITNESS POST
 HZ0267'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0319 ***********************************************************************
 HZ0319  DESIGNATION -  D 145
 HZ0319  PID         -  HZ0319
 HZ0319  STATE/COUNTY-  KY/FAYETTE
 HZ0319  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0319
 HZ0319                         *CURRENT SURVEY CONTROL
 HZ0319  ___________________________________________________________________
 HZ0319* NAD 83(1986)-  38 02 59.     (N)    084 31 24.     (W)     SCALED    
 HZ0319* NAVD 88     -       291.485  (meters)     956.31   (feet)  ADJUSTED  
 HZ0319  ___________________________________________________________________
 HZ0319  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ0319  DYNAMIC HT  -         291.271 (meters)     955.61  (feet)  COMP
 HZ0319  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 HZ0319
 HZ0319  VERT ORDER  -  FIRST     CLASS II
 HZ0319
 HZ0319.The horizontal coordinates were scaled from a topographic map and have
 HZ0319.an estimated accuracy of +/- 6 seconds.
 HZ0319
 HZ0319.The orthometric height was determined by differential leveling
 HZ0319.and adjusted by the National Geodetic Survey in June 1991..
 HZ0319
 HZ0319.The geoid height was determined by GEOID03.
 HZ0319
 HZ0319.The dynamic height is computed by dividing the NAVD 88
 HZ0319.geopotential number by the normal gravity value computed on the
 HZ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0319.degrees latitude (g = 980.6199 gals.).
 HZ0319
 HZ0319.The modeled gravity was interpolated from observed gravity values.
 HZ0319
 HZ0319;                    North         East    Units  Estimated Accuracy
 HZ0319;SPC KY1Z     - 1,191,200.    1,607,660.      MT  (+/- 180 meters Scaled)
 HZ0319
 HZ0319                          SUPERSEDED SURVEY CONTROL
 HZ0319
 HZ0319  NGVD 29 (??/??/??)  291.64   (m)          956.8    (f) RESET       3  
 HZ0319
 HZ0319.Superseded values are not recommended for survey control.
 HZ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0319.See file dsdata.txt to determine how the superseded data were derived.
 HZ0319
 HZ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH173142(NAD 83)
 HZ0319_MARKER: DB = BENCH MARK DISK
 HZ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0319_STAMPING: D 145 1949 956.826
 HZ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0319+STABILITY: SURFACE MOTION
 HZ0319
 HZ0319  HISTORY     - Date     Condition        Report By
 HZ0319  HISTORY     - 1949     MONUMENTED       CGS
 HZ0319  HISTORY     - 1958     GOOD             NGS
 HZ0319
 HZ0319                          STATION DESCRIPTION
 HZ0319
 HZ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0319'AT LEXINGTON.
 HZ0319'AT LEXINGTON, ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 60 FROM
 HZ0319'THE OVERPASS OVER THE SOUTHERN RAILWAY, AT THE JUNCTION OF A
 HZ0319'DRIVE LEADING NORTH TO CAMEL CIGARETTES WATER TOWER, 10 FEET NORTH OF
 HZ0319'THE NORTH CURB OF THE HIGHWAY, 18 FEET WEST OF THE CENTER LINE OF THE
 HZ0319'DRIVE, 1 FOOT EAST OF A STEEL FENCE, 2 FEET SOUTH OF A WHITE
 HZ0319'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN
 HZ0319'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HZ0319
 HZ0319                          STATION RECOVERY (1958)
 HZ0319
 HZ0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0320 ***********************************************************************
 HZ0320  DESIGNATION -  D 145 RESET 1966
 HZ0320  PID         -  HZ0320
 HZ0320  STATE/COUNTY-  KY/FAYETTE
 HZ0320  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0320
 HZ0320                         *CURRENT SURVEY CONTROL
 HZ0320  ___________________________________________________________________
 HZ0320* NAD 83(1986)-  38 02 59.     (N)    084 31 24.     (W)     SCALED    
 HZ0320* NAVD 88     -       290.88   (meters)     954.3    (feet)  RESET     
 HZ0320  ___________________________________________________________________
 HZ0320  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ0320
 HZ0320  VERT ORDER  -  THIRD
 HZ0320
 HZ0320.The horizontal coordinates were scaled from a topographic map and have
 HZ0320.an estimated accuracy of +/- 6 seconds.
 HZ0320
 HZ0320.The orthometric height was computed from unverified reset data.
 HZ0320.No vertical observational check was made to the station.
 HZ0320
 HZ0320.The geoid height was determined by GEOID03.
 HZ0320
 HZ0320;                    North         East    Units  Estimated Accuracy
 HZ0320;SPC KY1Z     - 1,191,200.    1,607,660.      MT  (+/- 180 meters Scaled)
 HZ0320
 HZ0320                          SUPERSEDED SURVEY CONTROL
 HZ0320
 HZ0320  NGVD 29 (??/??/??)  291.03   (m)          954.8    (f) RESET       3  
 HZ0320
 HZ0320.Superseded values are not recommended for survey control.
 HZ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0320.See file dsdata.txt to determine how the superseded data were derived.
 HZ0320
 HZ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH173142(NAD 83)
 HZ0320_MARKER: DB = BENCH MARK DISK
 HZ0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0320_SP_SET: SIDEWALK
 HZ0320_STAMPING: D 145 RESET 1966
 HZ0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0320
 HZ0320  HISTORY     - Date     Condition        Report By
 HZ0320  HISTORY     - 1966     MONUMENTED       CGS
 HZ0320
 HZ0320                          STATION DESCRIPTION
 HZ0320
 HZ0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HZ0320'AT LEXINGTON.
 HZ0320'AT LEXINGTON, ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE
 HZ0320'OVERPASS OVER THE SOUTHERN RAILWAY, AT THE JUNCTION OF PROPOSED
 HZ0320'LISLE ROAD, SET BETWEEN SIDEWALK AND CHAIN LINE FENCE ON NORTH
 HZ0320'SIDE OF HIGHWAY IN FRONT OF IRVINE AIR CHUTE PLANT, 83 FEET
 HZ0320'WEST OF THE CENTERLINE OF PROPOSED LISLE ROAD, 27.5 FEET EAST OF
 HZ0320'EDGE OF THE SIDEWALK LEADING INTO IRVINE AIR CHUTE BUILDING,
 HZ0320'1.5 FEET SOUTH OF THE CHAIN LINE FENCE AND 1.0 FOOT NORTH OF
 HZ0320'THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1140 ***********************************************************************
 HZ1140  DESIGNATION -  D 146
 HZ1140  PID         -  HZ1140
 HZ1140  STATE/COUNTY-  KY/SHELBY
 HZ1140  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1140
 HZ1140                         *CURRENT SURVEY CONTROL
 HZ1140  ___________________________________________________________________
 HZ1140* NAD 83(1986)-  38 14 10.     (N)    085 10 40.     (W)     SCALED    
 HZ1140* NAVD 88     -       225.872  (meters)     741.05   (feet)  ADJUSTED  
 HZ1140  ___________________________________________________________________
 HZ1140  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ1140  DYNAMIC HT  -         225.714 (meters)     740.53  (feet)  COMP
 HZ1140  MODELED GRAV-     979,923.9   (mgal)                       NAVD 88
 HZ1140
 HZ1140  VERT ORDER  -  FIRST     CLASS II
 HZ1140
 HZ1140.The horizontal coordinates were scaled from a topographic map and have
 HZ1140.an estimated accuracy of +/- 6 seconds.
 HZ1140
 HZ1140.The orthometric height was determined by differential leveling
 HZ1140.and adjusted by the National Geodetic Survey in June 1991..
 HZ1140
 HZ1140.The geoid height was determined by GEOID03.
 HZ1140
 HZ1140.The dynamic height is computed by dividing the NAVD 88
 HZ1140.geopotential number by the normal gravity value computed on the
 HZ1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1140.degrees latitude (g = 980.6199 gals.).
 HZ1140
 HZ1140.The modeled gravity was interpolated from observed gravity values.
 HZ1140
 HZ1140;                    North         East    Units  Estimated Accuracy
 HZ1140;SPC KY1Z     - 1,211,330.    1,550,090.      MT  (+/- 180 meters Scaled)
 HZ1140
 HZ1140                          SUPERSEDED SURVEY CONTROL
 HZ1140
 HZ1140  NGVD 29 (??/??/92)  226.024  (m)          741.55   (f) ADJ UNCH    1 2
 HZ1140
 HZ1140.Superseded values are not recommended for survey control.
 HZ1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1140.See file dsdata.txt to determine how the superseded data were derived.
 HZ1140
 HZ1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH594335(NAD 83)
 HZ1140_MARKER: DB = BENCH MARK DISK
 HZ1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1140_STAMPING: D 146 1949
 HZ1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1140+STABILITY: SURFACE MOTION
 HZ1140
 HZ1140  HISTORY     - Date     Condition        Report By
 HZ1140  HISTORY     - 1949     MONUMENTED       CGS
 HZ1140
 HZ1140                          STATION DESCRIPTION
 HZ1140
 HZ1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1140'3 MI NE FROM SHELBYVILLE.
 HZ1140'ABOUT 2.95 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1140'RAILROAD FROM THE STATION AT SHELBYVILLE, AT A PRIVATE ROAD
 HZ1140'CROSSING, 104 FEET WEST-SOUTHWEST OF THE CENTER OF THE CROSSING,
 HZ1140'100 FEET SOUTHWEST OF THE CENTER LINE OF THE PRIVATE ROAD, 81 1/2
 HZ1140'FEET WEST AND ACROSS THE TRACK FROM MILE POST 34, 70 FEET SOUTHEAST
 HZ1140'OF THE CENTER OF THE SOUTHEAST END OF A 24-INCH PIPE CULVERT
 HZ1140'UNDER STATE HIGHWAY 43, 43 FEET EAST-SOUTHEAST OF A 12-INCH WALNUT
 HZ1140'TREE, 16 FEET SOUTHWEST OF A TELEPHONE POLE AND IN LINE WITH THE
 HZ1140'ROW OF POLES, 23 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 1
 HZ1140'FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW
 HZ1140'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HZ1140'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0371 ***********************************************************************
 HZ0371  DESIGNATION -  D 147
 HZ0371  PID         -  HZ0371
 HZ0371  STATE/COUNTY-  KY/FRANKLIN
 HZ0371  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0371
 HZ0371                         *CURRENT SURVEY CONTROL
 HZ0371  ___________________________________________________________________
 HZ0371* NAD 83(1986)-  38 12 36.     (N)    084 49 02.     (W)     SCALED    
 HZ0371* NAVD 88     -       228.743  (meters)     750.47   (feet)  ADJUSTED  
 HZ0371  ___________________________________________________________________
 HZ0371  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HZ0371  DYNAMIC HT  -         228.580 (meters)     749.93  (feet)  COMP
 HZ0371  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 HZ0371
 HZ0371  VERT ORDER  -  FIRST     CLASS II
 HZ0371
 HZ0371.The horizontal coordinates were scaled from a topographic map and have
 HZ0371.an estimated accuracy of +/- 6 seconds.
 HZ0371
 HZ0371.The orthometric height was determined by differential leveling
 HZ0371.and adjusted by the National Geodetic Survey in June 1991..
 HZ0371
 HZ0371.The geoid height was determined by GEOID03.
 HZ0371
 HZ0371.The dynamic height is computed by dividing the NAVD 88
 HZ0371.geopotential number by the normal gravity value computed on the
 HZ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0371.degrees latitude (g = 980.6199 gals.).
 HZ0371
 HZ0371.The modeled gravity was interpolated from observed gravity values.
 HZ0371
 HZ0371;                    North         East    Units  Estimated Accuracy
 HZ0371;SPC KY1Z     - 1,208,690.    1,581,690.      MT  (+/- 180 meters Scaled)
 HZ0371
 HZ0371                          SUPERSEDED SURVEY CONTROL
 HZ0371
 HZ0371  NGVD 29 (??/??/92)  228.913  (m)          751.03   (f) ADJ UNCH    1 2
 HZ0371
 HZ0371.Superseded values are not recommended for survey control.
 HZ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0371.See file dsdata.txt to determine how the superseded data were derived.
 HZ0371
 HZ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH911313(NAD 83)
 HZ0371_MARKER: DB = BENCH MARK DISK
 HZ0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0371_SP_SET: HANGAR DOOR SUPPORT
 HZ0371_STAMPING: D 147 1949
 HZ0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0371
 HZ0371  HISTORY     - Date     Condition        Report By
 HZ0371  HISTORY     - 1949     MONUMENTED       CGS
 HZ0371  HISTORY     - 1959     MARK NOT FOUND   NGS
 HZ0371
 HZ0371                          STATION DESCRIPTION
 HZ0371
 HZ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0371'2.4 MI SW FROM ELKHORN.
 HZ0371'ABOUT 1.45 MILES SOUTHWEST ALONG THE FRANKFORT AND CINCINNATI
 HZ0371'RAILROAD FROM THE STATION AT ELKHORN, THENCE ABOUT 0.8 MILE SOUTH
 HZ0371'ALONG A BLACK TOP ROAD, THENCE ABOUT 0.2 MILE EAST ALONG U.S.
 HZ0371'HIGHWAY 460, AT THE SILVER LAKE AIRPORT, SET IN THE TOP OF THE
 HZ0371'CONCRETE SUPPORT FOR HANGAR DOOR, 11 FEET EAST OF THE SOUTHEAST
 HZ0371'CORNER OF THE HANGAR AND 2 FEET NORTH OF A GASOLINE PUMP.
 HZ0371
 HZ0371                          STATION RECOVERY (1959)
 HZ0371
 HZ0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 HZ0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0627 ***********************************************************************
 HZ0627  DESIGNATION -  D 148
 HZ0627  PID         -  HZ0627
 HZ0627  STATE/COUNTY-  KY/GALLATIN
 HZ0627  USGS QUAD   -  PATRIOT (1994)
 HZ0627
 HZ0627                         *CURRENT SURVEY CONTROL
 HZ0627  ___________________________________________________________________
 HZ0627* NAD 83(1986)-  38 50 14.     (N)    084 48 57.     (W)     SCALED    
 HZ0627* NAVD 88     -       139.812  (meters)     458.70   (feet)  ADJUSTED  
 HZ0627  ___________________________________________________________________
 HZ0627  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HZ0627  DYNAMIC HT  -         139.724 (meters)     458.41  (feet)  COMP
 HZ0627  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 HZ0627
 HZ0627  VERT ORDER  -  FIRST     CLASS II
 HZ0627
 HZ0627.The horizontal coordinates were scaled from a topographic map and have
 HZ0627.an estimated accuracy of +/- 6 seconds.
 HZ0627
 HZ0627.The orthometric height was determined by differential leveling
 HZ0627.and adjusted by the National Geodetic Survey in June 1991..
 HZ0627
 HZ0627.The geoid height was determined by GEOID03.
 HZ0627
 HZ0627.The dynamic height is computed by dividing the NAVD 88
 HZ0627.geopotential number by the normal gravity value computed on the
 HZ0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0627.degrees latitude (g = 980.6199 gals.).
 HZ0627
 HZ0627.The modeled gravity was interpolated from observed gravity values.
 HZ0627
 HZ0627;                    North         East    Units  Estimated Accuracy
 HZ0627;SPC KY1Z     - 1,278,310.    1,581,110.      MT  (+/- 180 meters Scaled)
 HZ0627
 HZ0627                          SUPERSEDED SURVEY CONTROL
 HZ0627
 HZ0627  NGVD 29 (??/??/92)  140.014  (m)          459.36   (f) ADJ UNCH    1 2
 HZ0627
 HZ0627.Superseded values are not recommended for survey control.
 HZ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0627.See file dsdata.txt to determine how the superseded data were derived.
 HZ0627
 HZ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ895009(NAD 83)
 HZ0627_MARKER: DB = BENCH MARK DISK
 HZ0627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0627_SP_SET: ABUTMENT
 HZ0627_STAMPING: D 148 1949
 HZ0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0627+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2000
 HZ0627
 HZ0627  HISTORY     - Date     Condition        Report By
 HZ0627  HISTORY     - 1949     MONUMENTED       CGS
 HZ0627  HISTORY     - 1964     GOOD             NGS
 HZ0627  HISTORY     - 19970726 GOOD             USPSQD
 HZ0627  HISTORY     - 20000514 GOOD             KYDT
 HZ0627
 HZ0627                          STATION DESCRIPTION
 HZ0627
 HZ0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0627'9.8 MI NE FROM WARSAW.
 HZ0627'6.3 MILES EAST ALONG U.S. HIGHWAY 42 FROM THE COURT HOUSE AT
 HZ0627'WARSAW, THENCE ABOUT 3.45 MILES NORTH ALONG A PROMINENT GRAVEL
 HZ0627'ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUHWEST
 HZ0627'ABUTMENT OF A 75 FOOT STEEL-WOODEN BRIDGE OVER A SMALL STREAM,
 HZ0627'9.5 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND 0.5 FOOT
 HZ0627'BELOW THE LEVEL OF THE ROAD.  NOTE-- THE MARK IS IN THE NORTHEAST
 HZ0627'END OF THE SOUTHWEST ABUTMENT OF AN OLD BRIDGE WHICH HAS BEEN
 HZ0627'TORN DOWN AND REPLACED BY A NEW BRIDGE ABOUT 150 FEET TO THE
 HZ0627'EAST, THE DISK IS SET IN THE LOWEST SHELF OF THE ABUTMENT AND
 HZ0627'WAS COVERED WITH 8 INCHES OF SILT.
 HZ0627
 HZ0627                          STATION RECOVERY (1964)
 HZ0627
 HZ0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0627'RECOVERED IN GOOD CONDITION.
 HZ0627
 HZ0627                          STATION RECOVERY (1997)
 HZ0627
 HZ0627'RECOVERY NOTE BY US POWER SQUADRON 1997
 HZ0627'RECOVERED IN GOOD CONDITION.
 HZ0627
 HZ0627                          STATION RECOVERY (2000)
 HZ0627
 HZ0627'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HZ0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0037 ***********************************************************************
 GB0037  DESIGNATION -  D 149
 GB0037  PID         -  GB0037
 GB0037  STATE/COUNTY-  KY/MCCREARY
 GB0037  USGS QUAD   -  WHITLEY CITY (1982)
 GB0037
 GB0037                         *CURRENT SURVEY CONTROL
 GB0037  ___________________________________________________________________
 GB0037* NAD 83(1986)-  36 44 37.     (N)    084 28 50.     (W)     SCALED    
 GB0037* NAVD 88     -       402.342  (meters)    1320.02   (feet)  ADJUSTED  
 GB0037  ___________________________________________________________________
 GB0037  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB0037  DYNAMIC HT  -         402.020 (meters)    1318.96  (feet)  COMP
 GB0037  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 GB0037
 GB0037  VERT ORDER  -  FIRST     CLASS I
 GB0037
 GB0037.The horizontal coordinates were scaled from a topographic map and have
 GB0037.an estimated accuracy of +/- 6 seconds.
 GB0037
 GB0037.The orthometric height was determined by differential leveling
 GB0037.and adjusted by the National Geodetic Survey in June 1991..
 GB0037
 GB0037.The geoid height was determined by GEOID03.
 GB0037
 GB0037.The dynamic height is computed by dividing the NAVD 88
 GB0037.geopotential number by the normal gravity value computed on the
 GB0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0037.degrees latitude (g = 980.6199 gals.).
 GB0037
 GB0037.The modeled gravity was interpolated from observed gravity values.
 GB0037
 GB0037;                    North         East    Units  Estimated Accuracy
 GB0037;SPC KY1Z     - 1,046,310.    1,613,380.      MT  (+/- 180 meters Scaled)
 GB0037
 GB0037                          SUPERSEDED SURVEY CONTROL
 GB0037
 GB0037  NGVD 29 (??/??/92)  402.479  (m)         1320.47   (f) ADJ UNCH    1 1
 GB0037
 GB0037.Superseded values are not recommended for survey control.
 GB0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0037.See file dsdata.txt to determine how the superseded data were derived.
 GB0037
 GB0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF249693(NAD 83)
 GB0037_MARKER: DB = BENCH MARK DISK
 GB0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0037_STAMPING: D 149 1950 1320.467
 GB0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0037+STABILITY: SURFACE MOTION
 GB0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0037+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1996
 GB0037
 GB0037  HISTORY     - Date     Condition        Report By
 GB0037  HISTORY     - 1950     MONUMENTED       CGS
 GB0037  HISTORY     - 1968     GOOD             NGS
 GB0037  HISTORY     - 19960619 GOOD             KYDT
 GB0037
 GB0037                          STATION DESCRIPTION
 GB0037
 GB0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0037'3.4 MI N FROM STEARNS.
 GB0037'ABOUT 3.35 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0037'AT STEARNS, AT MARSHES SIDING, 12 FEET SOUTHWEST OF MILEPOST 189,
 GB0037'21 1/2 FEET WEST OF THE WEST RAIL, 45 FEET SOUTHWEST OF THE
 GB0037'CENTER OF A CROSSING OF THE RAILROAD AND STATE HIGHWAY 700,
 GB0037'29 FEET SOUTH OF THE CENTERLINE OF THE STATE HIGHWAY, 113 FEET
 GB0037'EAST OF THE CENTERLINE OF OLD U.S. HIGHWAY 27, 15 FEET SOUTHEAST
 GB0037'OF THE SOUTH END OF A 14-INCH CONCRETE CULVERT UNDER THE STATE
 GB0037'HIGHWAY, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 GB0037'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 GB0037'POST WHICH PROJECTS 6 INCHES.
 GB0037
 GB0037                          STATION RECOVERY (1996)
 GB0037
 GB0037'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0037'7 FEET WEST OF SOUTHWEST CORNER OF SWITCH BOX, 10 FEET NORTH OF
 GB0037'SERVICE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1974 ***********************************************************************
 GY1974  DESIGNATION -  D 15
 GY1974  PID         -  GY1974
 GY1974  STATE/COUNTY-  KY/PERRY
 GY1974  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1974
 GY1974                         *CURRENT SURVEY CONTROL
 GY1974  ___________________________________________________________________
 GY1974* NAD 83(1986)-  37 14 54.     (N)    083 11 44.     (W)     SCALED    
 GY1974* NAVD 88     -       267.529  (meters)     877.72   (feet)  ADJUSTED  
 GY1974  ___________________________________________________________________
 GY1974  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1974  DYNAMIC HT  -         267.318 (meters)     877.03  (feet)  COMP
 GY1974  MODELED GRAV-     979,836.3   (mgal)                       NAVD 88
 GY1974
 GY1974  VERT ORDER  -  FIRST     CLASS II
 GY1974
 GY1974.The horizontal coordinates were scaled from a topographic map and have
 GY1974.an estimated accuracy of +/- 6 seconds.
 GY1974
 GY1974.The orthometric height was determined by differential leveling
 GY1974.and adjusted by the National Geodetic Survey in June 1991..
 GY1974
 GY1974.The geoid height was determined by GEOID03.
 GY1974
 GY1974.The dynamic height is computed by dividing the NAVD 88
 GY1974.geopotential number by the normal gravity value computed on the
 GY1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1974.degrees latitude (g = 980.6199 gals.).
 GY1974
 GY1974.The modeled gravity was interpolated from observed gravity values.
 GY1974
 GY1974;                    North         East    Units  Estimated Accuracy
 GY1974;SPC KY1Z     - 1,104,650.    1,726,600.      MT  (+/- 180 meters Scaled)
 GY1974
 GY1974                          SUPERSEDED SURVEY CONTROL
 GY1974
 GY1974  NGVD 29 (??/??/92)  267.696  (m)          878.27   (f) ADJ UNCH    1 2
 GY1974
 GY1974.Superseded values are not recommended for survey control.
 GY1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1974.See file dsdata.txt to determine how the superseded data were derived.
 GY1974
 GY1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB052246(NAD 83)
 GY1974_MARKER: DB = BENCH MARK DISK
 GY1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1974_STAMPING: D 15 1930 878.266
 GY1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1974+STABILITY: SURFACE MOTION
 GY1974
 GY1974  HISTORY     - Date     Condition        Report By
 GY1974  HISTORY     - 1930     MONUMENTED       CGS
 GY1974  HISTORY     - 1957     GOOD             NGS
 GY1974  HISTORY     - 1967     MARK NOT FOUND   NGS
 GY1974
 GY1974                          STATION DESCRIPTION
 GY1974
 GY1974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY1974'AT HAZARD.
 GY1974'AT HAZARD, PERRY COUNTY, AT THE INTERSECTION OF MAIN AND FLEET
 GY1974'STREETS, 33.4 FEET NORTHWEST OF THE NORTHWEST CURB OF FLEET
 GY1974'STREET, 15.5 FEET NORTHEAST OF THE WALL PARALLELING MAIN STREET,
 GY1974'AT THE COURTHOUSE, 12 FEET SOUTH OF THE SOUTH CORNER OF THE
 GY1974'BUILDING, AND 29.4 FEET SOUTHEAST OF THE SOUTHEAST COLUMN.
 GY1974
 GY1974                          STATION RECOVERY (1967)
 GY1974
 GY1974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GY1974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0133 ***********************************************************************
 HZ0133  DESIGNATION -  D 150
 HZ0133  PID         -  HZ0133
 HZ0133  STATE/COUNTY-  KY/CLARK
 HZ0133  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0133
 HZ0133                         *CURRENT SURVEY CONTROL
 HZ0133  ___________________________________________________________________
 HZ0133* NAD 83(1986)-  38 03 12.     (N)    084 17 03.     (W)     SCALED    
 HZ0133* NAVD 88     -       309.782  (meters)    1016.34   (feet)  ADJUSTED  
 HZ0133  ___________________________________________________________________
 HZ0133  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HZ0133  DYNAMIC HT  -         309.555 (meters)    1015.60  (feet)  COMP
 HZ0133  MODELED GRAV-     979,889.5   (mgal)                       NAVD 88
 HZ0133
 HZ0133  VERT ORDER  -  FIRST     CLASS II
 HZ0133
 HZ0133.The horizontal coordinates were scaled from a topographic map and have
 HZ0133.an estimated accuracy of +/- 6 seconds.
 HZ0133
 HZ0133.The orthometric height was determined by differential leveling
 HZ0133.and adjusted by the National Geodetic Survey in June 1991..
 HZ0133
 HZ0133.The geoid height was determined by GEOID03.
 HZ0133
 HZ0133.The dynamic height is computed by dividing the NAVD 88
 HZ0133.geopotential number by the normal gravity value computed on the
 HZ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0133.degrees latitude (g = 980.6199 gals.).
 HZ0133
 HZ0133.The modeled gravity was interpolated from observed gravity values.
 HZ0133
 HZ0133;                    North         East    Units  Estimated Accuracy
 HZ0133;SPC KY1Z     - 1,191,900.    1,628,640.      MT  (+/- 180 meters Scaled)
 HZ0133
 HZ0133                          SUPERSEDED SURVEY CONTROL
 HZ0133
 HZ0133  NGVD 29 (??/??/92)  309.928  (m)         1016.82   (f) ADJ UNCH    1 2
 HZ0133
 HZ0133.Superseded values are not recommended for survey control.
 HZ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0133.See file dsdata.txt to determine how the superseded data were derived.
 HZ0133
 HZ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH382152(NAD 83)
 HZ0133_MARKER: DB = BENCH MARK DISK
 HZ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0133_STAMPING: D 150 1949 1016.822
 HZ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0133+STABILITY: SURFACE MOTION
 HZ0133
 HZ0133  HISTORY     - Date     Condition        Report By
 HZ0133  HISTORY     - 1949     MONUMENTED       CGS
 HZ0133  HISTORY     - 1958     GOOD             NGS
 HZ0133
 HZ0133                          STATION DESCRIPTION
 HZ0133
 HZ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0133'7.4 MI NW FROM WINCHESTER.
 HZ0133'ABOUT 7.45 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ0133'RAILROAD FROM THE STATION AT WINCHESTER, AT MILE POST 107, AT
 HZ0133'A PRIVATE PASTURE ROAD CROSSING, ABOUT 4 RAILS SOUTHEAST OF THE
 HZ0133'SOUTHEAST END OF A ROCKY CUT, 29 FEET NORTHEAST OF THE
 HZ0133'NORTHEAST RAIL, 1 FOOT SOUTHWEST OF A FENCE LINE, 11 1/2 FEET
 HZ0133'SOUTHEAST OF THE SOUTHEAST GATE POST OF GATE IN R/W FENCE LINE,
 HZ0133'38 FEET EAST OF THE CENTER OF THE CROSSING, 52 FEET NORTHEAST
 HZ0133'AND ACROSS THE TRACK FROM MILE POST 107, 2 FEET NORTHWEST OF A
 HZ0133'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW THE TRACK
 HZ0133'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0133
 HZ0133                          STATION RECOVERY (1958)
 HZ0133
 HZ0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0818 ***********************************************************************
 GZ0818  DESIGNATION -  D 151
 GZ0818  PID         -  GZ0818
 GZ0818  STATE/COUNTY-  KY/PULASKI
 GZ0818  USGS QUAD   -  SOMERSET (1987)
 GZ0818
 GZ0818                         *CURRENT SURVEY CONTROL
 GZ0818  ___________________________________________________________________
 GZ0818* NAD 83(1986)-  37 07 14.     (N)    084 35 39.     (W)     SCALED    
 GZ0818* NAVD 88     -       270.045  (meters)     885.97   (feet)  ADJUSTED  
 GZ0818  ___________________________________________________________________
 GZ0818  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 GZ0818  DYNAMIC HT  -         269.836 (meters)     885.29  (feet)  COMP
 GZ0818  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 GZ0818
 GZ0818  VERT ORDER  -  FIRST     CLASS II
 GZ0818
 GZ0818.The horizontal coordinates were scaled from a topographic map and have
 GZ0818.an estimated accuracy of +/- 6 seconds.
 GZ0818
 GZ0818.The orthometric height was determined by differential leveling
 GZ0818.and adjusted by the National Geodetic Survey in June 1991..
 GZ0818
 GZ0818.The geoid height was determined by GEOID03.
 GZ0818
 GZ0818.The dynamic height is computed by dividing the NAVD 88
 GZ0818.geopotential number by the normal gravity value computed on the
 GZ0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0818.degrees latitude (g = 980.6199 gals.).
 GZ0818
 GZ0818.The modeled gravity was interpolated from observed gravity values.
 GZ0818
 GZ0818;                    North         East    Units  Estimated Accuracy
 GZ0818;SPC KY1Z     - 1,088,010.    1,602,720.      MT  (+/- 180 meters Scaled)
 GZ0818
 GZ0818                          SUPERSEDED SURVEY CONTROL
 GZ0818
 GZ0818  NGVD 29 (??/??/92)  270.218  (m)          886.54   (f) ADJ UNCH    1 2
 GZ0818
 GZ0818.Superseded values are not recommended for survey control.
 GZ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0818.See file dsdata.txt to determine how the superseded data were derived.
 GZ0818
 GZ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG137109(NAD 83)
 GZ0818_MARKER: DB = BENCH MARK DISK
 GZ0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0818_SP_SET: CULVERT
 GZ0818_STAMPING: D 151 1950 886.540
 GZ0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0818
 GZ0818  HISTORY     - Date     Condition        Report By
 GZ0818  HISTORY     - 1950     MONUMENTED       CGS
 GZ0818  HISTORY     - 1958     GOOD             NGS
 GZ0818
 GZ0818                          STATION DESCRIPTION
 GZ0818
 GZ0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0818'2.2 MI NE FROM SOMERSET.
 GZ0818'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 GZ0818'AT SOMERSET, THENCE ABOUT 1.7 MILES NORTHEAST ALONG STATE
 GZ0818'HIGHWAY 39, NEAR THE SOUTH CORNER OF TAYLOR AIRPORT, SET IN THE
 GZ0818'TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 9-FOOT
 GZ0818'CONCRETE CULVERT, NEAR THE BOTTOM OF GRADES, 12 FEET SOUTHEAST
 GZ0818'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE
 GZ0818'HIGHWAY.
 GZ0818
 GZ0818                          STATION RECOVERY (1958)
 GZ0818
 GZ0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3059 ***********************************************************************
 GZ3059  DESIGNATION -  D 151 RESET
 GZ3059  PID         -  GZ3059
 GZ3059  STATE/COUNTY-  KY/PULASKI
 GZ3059  USGS QUAD   -  SOMERSET (1987)
 GZ3059
 GZ3059                         *CURRENT SURVEY CONTROL
 GZ3059  ___________________________________________________________________
 GZ3059* NAD 83(1986)-  37 07 14.     (N)    084 35 39.     (W)     SCALED    
 GZ3059* NAVD 88     -       270.63   (meters)     887.9    (feet)  RESET     
 GZ3059  ___________________________________________________________________
 GZ3059  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 GZ3059
 GZ3059  VERT ORDER  -  THIRD
 GZ3059
 GZ3059.The horizontal coordinates were scaled from a topographic map and have
 GZ3059.an estimated accuracy of +/- 6 seconds.
 GZ3059
 GZ3059.The orthometric height was computed from unverified reset data.
 GZ3059.No vertical observational check was made to the station.
 GZ3059
 GZ3059.The geoid height was determined by GEOID03.
 GZ3059
 GZ3059;                    North         East    Units  Estimated Accuracy
 GZ3059;SPC KY1Z     - 1,088,010.    1,602,720.      MT  (+/- 180 meters Scaled)
 GZ3059
 GZ3059                          SUPERSEDED SURVEY CONTROL
 GZ3059
 GZ3059  NGVD 29 (10/08/05)  270.81   (m)          888.5    (f) RESET       3  
 GZ3059
 GZ3059.Superseded values are not recommended for survey control.
 GZ3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3059.See file dsdata.txt to determine how the superseded data were derived.
 GZ3059
 GZ3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG137109(NAD 83)
 GZ3059_MARKER: DB = BENCH MARK DISK
 GZ3059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ3059_SP_SET: HEADWALL
 GZ3059_STAMPING: D 151 RESET 1985
 GZ3059_MARK LOGO: KYDT  
 GZ3059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ3059+STABILITY: SURFACE MOTION
 GZ3059
 GZ3059  HISTORY     - Date     Condition        Report By
 GZ3059  HISTORY     - 1985     MONUMENTED       KYDT
 GZ3059
 GZ3059                          STATION DESCRIPTION
 GZ3059
 GZ3059'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1985
 GZ3059'3.5 KM (2.20 MI) NE FROM SOMERSET.
 GZ3059'0.5 MILE NORTH ALONG US HIGHWAY 27 FROM THE POST OFFICE IN SOMERSET,
 GZ3059'THEN 1.7 MILES NORTHEAST ALONG STATE ROUTE 39, TO THE MARK ON THE
 GZ3059'LEFT, IN THE NORTHWEST END OF THE HEADWALL OF A 8 FT BY 12 FT
 GZ3059'CONCRETE CULVERT UNDER THE HIGHWAY, 33 FT NORTHWEST OF THE HIGHWAY
 GZ3059'CENTER, 141 FT SOUTH OF THE SOUTH END OF THE CONCRETE PUMP ISLAND OF
 GZ3059'AN ASHLAND SERVICE STATION, 52 FT EAST OF A UTILITY POLE, 7 FT BELOW
 GZ3059'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0773 ***********************************************************************
 GZ0773  DESIGNATION -  D 152
 GZ0773  PID         -  GZ0773
 GZ0773  STATE/COUNTY-  KY/LINCOLN
 GZ0773  USGS QUAD   -  HALLS GAP (1987)
 GZ0773
 GZ0773                         *CURRENT SURVEY CONTROL
 GZ0773  ___________________________________________________________________
 GZ0773* NAD 83(1986)-  37 23 13.     (N)    084 42 40.     (W)     SCALED    
 GZ0773* NAVD 88     -       322.630  (meters)    1058.50   (feet)  ADJUSTED  
 GZ0773  ___________________________________________________________________
 GZ0773  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GZ0773  DYNAMIC HT  -         322.372 (meters)    1057.65  (feet)  COMP
 GZ0773  MODELED GRAV-     979,822.1   (mgal)                       NAVD 88
 GZ0773
 GZ0773  VERT ORDER  -  FIRST     CLASS II
 GZ0773
 GZ0773.The horizontal coordinates were scaled from a topographic map and have
 GZ0773.an estimated accuracy of +/- 6 seconds.
 GZ0773
 GZ0773.The orthometric height was determined by differential leveling
 GZ0773.and adjusted by the National Geodetic Survey in June 1991..
 GZ0773
 GZ0773.The geoid height was determined by GEOID03.
 GZ0773
 GZ0773.The dynamic height is computed by dividing the NAVD 88
 GZ0773.geopotential number by the normal gravity value computed on the
 GZ0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0773.degrees latitude (g = 980.6199 gals.).
 GZ0773
 GZ0773.The modeled gravity was interpolated from observed gravity values.
 GZ0773
 GZ0773;                    North         East    Units  Estimated Accuracy
 GZ0773;SPC KY1Z     - 1,117,450.    1,592,000.      MT  (+/- 180 meters Scaled)
 GZ0773
 GZ0773                          SUPERSEDED SURVEY CONTROL
 GZ0773
 GZ0773  NGVD 29 (??/??/92)  322.765  (m)         1058.94   (f) ADJ UNCH    1 2
 GZ0773
 GZ0773.Superseded values are not recommended for survey control.
 GZ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0773.See file dsdata.txt to determine how the superseded data were derived.
 GZ0773
 GZ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG026402(NAD 83)
 GZ0773_MARKER: DB = BENCH MARK DISK
 GZ0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0773_SP_SET: CULVERT
 GZ0773_STAMPING: D 152 1950
 GZ0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0773
 GZ0773  HISTORY     - Date     Condition        Report By
 GZ0773  HISTORY     - 1950     MONUMENTED       CGS
 GZ0773  HISTORY     - 1958     MARK NOT FOUND   NGS
 GZ0773  HISTORY     - 1981     GOOD             KYDT
 GZ0773
 GZ0773                          STATION DESCRIPTION
 GZ0773
 GZ0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0773'2.2 MI S FROM SOUTH FORK.
 GZ0773'ABOUT 2.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ0773'AT SOUTH FORK, ABOUT 1.85 MILES NORTH OF THE STATION AT KINGS
 GZ0773'MOUNTAIN, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 GZ0773'HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT, NEAR THE NORTHWEST
 GZ0773'END OF A CURVE IN THE TRACKS WITH TANGENTS EXTENDING NORTHWEST
 GZ0773'AND SOUTH, 50 FEET NORTHWEST OF A TELEPHONE POLE, 60 FEET NORTHEAST
 GZ0773'OF THE NORTHEAST RAIL AND ABOUT 18 FEET BELOW THE TRACK.
 GZ0773
 GZ0773                          STATION RECOVERY (1958)
 GZ0773
 GZ0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0773'MARK NOT FOUND.
 GZ0773
 GZ0773                          STATION RECOVERY (1981)
 GZ0773
 GZ0773'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1242 ***********************************************************************
 GZ1242  DESIGNATION -  D 154
 GZ1242  PID         -  GZ1242
 GZ1242  STATE/COUNTY-  KY/JESSAMINE
 GZ1242  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1242
 GZ1242                         *CURRENT SURVEY CONTROL
 GZ1242  ___________________________________________________________________
 GZ1242* NAD 83(1986)-  37 52 30.     (N)    084 37 08.     (W)     SCALED    
 GZ1242* NAVD 88     -       271.857  (meters)     891.92   (feet)  ADJUSTED  
 GZ1242  ___________________________________________________________________
 GZ1242  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GZ1242  DYNAMIC HT  -         271.652 (meters)     891.24  (feet)  COMP
 GZ1242  MODELED GRAV-     979,867.6   (mgal)                       NAVD 88
 GZ1242
 GZ1242  VERT ORDER  -  FIRST     CLASS II
 GZ1242
 GZ1242.The horizontal coordinates were scaled from a topographic map and have
 GZ1242.an estimated accuracy of +/- 6 seconds.
 GZ1242
 GZ1242.The orthometric height was determined by differential leveling
 GZ1242.and adjusted by the National Geodetic Survey in June 1991..
 GZ1242
 GZ1242.The geoid height was determined by GEOID03.
 GZ1242
 GZ1242.The dynamic height is computed by dividing the NAVD 88
 GZ1242.geopotential number by the normal gravity value computed on the
 GZ1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1242.degrees latitude (g = 980.6199 gals.).
 GZ1242
 GZ1242.The modeled gravity was interpolated from observed gravity values.
 GZ1242
 GZ1242;                    North         East    Units  Estimated Accuracy
 GZ1242;SPC KY1Z     - 1,171,700.    1,599,510.      MT  (+/- 180 meters Scaled)
 GZ1242
 GZ1242                          SUPERSEDED SURVEY CONTROL
 GZ1242
 GZ1242  NGVD 29 (??/??/92)  271.999  (m)          892.38   (f) ADJ UNCH    1 2
 GZ1242
 GZ1242.Superseded values are not recommended for survey control.
 GZ1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1242.See file dsdata.txt to determine how the superseded data were derived.
 GZ1242
 GZ1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG094946(NAD 83)
 GZ1242_MARKER: DB = BENCH MARK DISK
 GZ1242_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GZ1242_SP_SET: BRIDGE ABUTMENT
 GZ1242_STAMPING: D 154 1950 892.383
 GZ1242_MARK LOGO: CGS   
 GZ1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1242
 GZ1242  HISTORY     - Date     Condition        Report By
 GZ1242  HISTORY     - 1950     MONUMENTED       CGS
 GZ1242  HISTORY     - 1958     GOOD             NGS
 GZ1242  HISTORY     - 1985     GOOD             NGS
 GZ1242
 GZ1242                          STATION DESCRIPTION
 GZ1242
 GZ1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1242'2.4 MI SW FROM NICHOLASVILLE.
 GZ1242'ABOUT 2.45 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1242'STATION AT NICHOLASVILLE, ABOUT 2.65 MILES NORTHEAST OF THE
 GZ1242'STATION AT WILMORE, SET IN THE TOP OF THE SOUTHEAST CORNER
 GZ1242'OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF AN OVERPASS
 GZ1242'OVER A BLACK TOP ROAD, ABOUT 0.4 MILE NORTHEAST OF MILE POST
 GZ1242'96, 9 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK AND ABOUT
 GZ1242'1 FOOT BELOW THE TRACKS.
 GZ1242
 GZ1242                          STATION RECOVERY (1958)
 GZ1242
 GZ1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1242'RECOVERED IN GOOD CONDITION.
 GZ1242
 GZ1242                          STATION RECOVERY (1985)
 GZ1242
 GZ1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0842 ***********************************************************************
 GZ0842  DESIGNATION -  D 155
 GZ0842  PID         -  GZ0842
 GZ0842  STATE/COUNTY-  KY/LINCOLN
 GZ0842  USGS QUAD   -  HALLS GAP (1987)
 GZ0842
 GZ0842                         *CURRENT SURVEY CONTROL
 GZ0842  ___________________________________________________________________
 GZ0842* NAD 83(1986)-  37 27 36.     (N)    084 40 08.     (W)     SCALED    
 GZ0842* NAVD 88     -       323.312  (meters)    1060.73   (feet)  ADJUSTED  
 GZ0842  ___________________________________________________________________
 GZ0842  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GZ0842  DYNAMIC HT  -         323.055 (meters)    1059.89  (feet)  COMP
 GZ0842  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 GZ0842
 GZ0842  VERT ORDER  -  SECOND    CLASS 0
 GZ0842
 GZ0842.The horizontal coordinates were scaled from a topographic map and have
 GZ0842.an estimated accuracy of +/- 6 seconds.
 GZ0842
 GZ0842.The orthometric height was determined by differential leveling
 GZ0842.and adjusted by the National Geodetic Survey in June 1991..
 GZ0842
 GZ0842.The geoid height was determined by GEOID03.
 GZ0842
 GZ0842.The dynamic height is computed by dividing the NAVD 88
 GZ0842.geopotential number by the normal gravity value computed on the
 GZ0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0842.degrees latitude (g = 980.6199 gals.).
 GZ0842
 GZ0842.The modeled gravity was interpolated from observed gravity values.
 GZ0842
 GZ0842;                    North         East    Units  Estimated Accuracy
 GZ0842;SPC KY1Z     - 1,125,600.    1,595,640.      MT  (+/- 180 meters Scaled)
 GZ0842
 GZ0842                          SUPERSEDED SURVEY CONTROL
 GZ0842
 GZ0842  NGVD 29 (??/??/92)  323.445  (m)         1061.17   (f) ADJ UNCH    2 0
 GZ0842
 GZ0842.Superseded values are not recommended for survey control.
 GZ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0842.See file dsdata.txt to determine how the superseded data were derived.
 GZ0842
 GZ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG061484(NAD 83)
 GZ0842_MARKER: DB = BENCH MARK DISK
 GZ0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0842_STAMPING: D 155 1950 1061.169
 GZ0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0842+STABILITY: SURFACE MOTION
 GZ0842
 GZ0842  HISTORY     - Date     Condition        Report By
 GZ0842  HISTORY     - 1950     MONUMENTED       CGS
 GZ0842  HISTORY     - 1958     POOR             NGS
 GZ0842  HISTORY     - 1981     GOOD             KYDT
 GZ0842
 GZ0842                          STATION DESCRIPTION
 GZ0842
 GZ0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0842'1.6 MI NE FROM JUMBO.
 GZ0842'ABOUT 0.65 MILE NORTHEAST ALONG THE GREEN RIVER ROAD FROM THE
 GZ0842'CROSSROADS AND SCHOOL AT JUMBO, THENCE ABOUT 0.95 MILE SOUTHEAST
 GZ0842'ALONG A GRAVEL ROAD, ABOUT 0.35 MILE WEST OF MIRACLE SCHOOL,
 GZ0842'AT THE CROSSING OF A POLE POWER TRANSMISSION LINE, AT AN
 GZ0842'IMITATION RED BRICK HOUSE OCCUPIED BY B.L. THOMPSON, 47 1/2
 GZ0842'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 36 FEET
 GZ0842'EAST-SOUTHEAST OF A 48-INCH FORKED POPLAR TREE, 18 FEET
 GZ0842'SOUTH OF THE NORTHEAST CORNER OF A LAWN FENCE, 9 1/2 FEET
 GZ0842'EAST OF A FENCE CORNER, ABOUT 15 FEET WEST OF THE CENTER OF THE
 GZ0842'POWER TRANSMISSION LINE, 1 1/2 FEET NORTH OF A FENCE LINE, 1
 GZ0842'1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 GZ0842'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ0842'3 INCHES.
 GZ0842
 GZ0842                          STATION RECOVERY (1958)
 GZ0842
 GZ0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0842'MARK RECOVERED IN POOR CONDITION.
 GZ0842
 GZ0842                          STATION RECOVERY (1981)
 GZ0842
 GZ0842'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0780 ***********************************************************************
 GZ0780  DESIGNATION -  D 156
 GZ0780  PID         -  GZ0780
 GZ0780  STATE/COUNTY-  KY/LINCOLN
 GZ0780  USGS QUAD   -  EUBANK (1976)
 GZ0780
 GZ0780                         *CURRENT SURVEY CONTROL
 GZ0780  ___________________________________________________________________
 GZ0780* NAD 83(1986)-  37 20 33.     (N)    084 40 14.     (W)     SCALED    
 GZ0780* NAVD 88     -       378.434  (meters)    1241.58   (feet)  ADJUSTED  
 GZ0780  ___________________________________________________________________
 GZ0780  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GZ0780  DYNAMIC HT  -         378.134 (meters)    1240.59  (feet)  COMP
 GZ0780  MODELED GRAV-     979,827.2   (mgal)                       NAVD 88
 GZ0780
 GZ0780  VERT ORDER  -  FIRST     CLASS II
 GZ0780
 GZ0780.The horizontal coordinates were scaled from a topographic map and have
 GZ0780.an estimated accuracy of +/- 6 seconds.
 GZ0780
 GZ0780.The orthometric height was determined by differential leveling
 GZ0780.and adjusted by the National Geodetic Survey in June 1991..
 GZ0780
 GZ0780.The geoid height was determined by GEOID03.
 GZ0780
 GZ0780.The dynamic height is computed by dividing the NAVD 88
 GZ0780.geopotential number by the normal gravity value computed on the
 GZ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0780.degrees latitude (g = 980.6199 gals.).
 GZ0780
 GZ0780.The modeled gravity was interpolated from observed gravity values.
 GZ0780
 GZ0780;                    North         East    Units  Estimated Accuracy
 GZ0780;SPC KY1Z     - 1,112,550.    1,595,640.      MT  (+/- 180 meters Scaled)
 GZ0780
 GZ0780                          SUPERSEDED SURVEY CONTROL
 GZ0780
 GZ0780  NGVD 29 (??/??/92)  378.566  (m)         1242.01   (f) ADJ UNCH    1 2
 GZ0780
 GZ0780.Superseded values are not recommended for survey control.
 GZ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0780.See file dsdata.txt to determine how the superseded data were derived.
 GZ0780
 GZ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG063354(NAD 83)
 GZ0780_MARKER: DB = BENCH MARK DISK
 GZ0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0780_STAMPING: D 156 1950 1242.012
 GZ0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0780+STABILITY: SURFACE MOTION
 GZ0780
 GZ0780  HISTORY     - Date     Condition        Report By
 GZ0780  HISTORY     - 1950     MONUMENTED       CGS
 GZ0780  HISTORY     - 1958     GOOD             NGS
 GZ0780  HISTORY     - 1984     MARK NOT FOUND   NGS
 GZ0780  HISTORY     - 20050510 MARK NOT FOUND   KYDT
 GZ0780
 GZ0780                          STATION DESCRIPTION
 GZ0780
 GZ0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0780'2.4 MI S FROM KINGS MOUNTAIN.
 GZ0780'ABOUT 2.35 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ0780'STATION AT KINGS MOUNTAIN, ABOUT 0.7 MILE NORTH OF THE STATION
 GZ0780'AT WAYNESBURG, AT A PRIVATE ROAD CROSSING, ABOUT 0.1 MILE SOUTH OF
 GZ0780'BLOCK SIGNALS NO. 141.4 AND 141.3, 46 FEET WEST OF THE WEST RAIL
 GZ0780'OF THE WEST TRACK, 1 FOOT EAST OF A FENCE LINE, 50 FEET
 GZ0780'WEST-SOUTHWEST OF THE CENTER OF THE CROSSING OF THE PRIVATE ROAD
 GZ0780'AND THE WEST TRACK, 2 1/2 FEET SOUTH OF THE SOUTH GATE POST OF GATE IN
 GZ0780'FENCE LINE, 33 FEET WEST OF THE SOUTH END OF A 24-INCH PIPE CULVERT
 GZ0780'UNDER PRIVATE ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ0780'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GZ0780'PROJECTING 4 INCHES.
 GZ0780
 GZ0780                          STATION RECOVERY (1958)
 GZ0780
 GZ0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0780'RECOVERED IN GOOD CONDITION.
 GZ0780
 GZ0780                          STATION RECOVERY (1984)
 GZ0780
 GZ0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ0780'NOT RECOVERED, A 1.8 METER (6 FT) HIGH HILL OF CRUSHED ROCK IS NOW
 GZ0780'OVER THE LOCATION OF THE MARK, BELIEVED TO BE COVERED OVER.
 GZ0780
 GZ0780                          STATION RECOVERY (2005)
 GZ0780
 GZ0780'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0780'NEAR BY FENCE ROW HAS BEEN DOZED OUT RECENTLY, POSSIBLY HERE BUT
 GZ0780'COVERED, POBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2859 ***********************************************************************
 GY2859  DESIGNATION -  D 157
 GY2859  PID         -  GY2859
 GY2859  STATE/COUNTY-  KY/LEE
 GY2859  USGS QUAD   -  BEATTYVILLE (1983)
 GY2859
 GY2859                         *CURRENT SURVEY CONTROL
 GY2859  ___________________________________________________________________
 GY2859* NAD 83(1986)-  37 34 52.     (N)    083 41 57.     (W)     SCALED    
 GY2859* NAVD 88     -       262.479  (meters)     861.15   (feet)  ADJUSTED  
 GY2859  ___________________________________________________________________
 GY2859  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GY2859  DYNAMIC HT  -         262.281 (meters)     860.50  (feet)  COMP
 GY2859  MODELED GRAV-     979,870.2   (mgal)                       NAVD 88
 GY2859
 GY2859  VERT ORDER  -  FIRST     CLASS II
 GY2859
 GY2859.The horizontal coordinates were scaled from a topographic map and have
 GY2859.an estimated accuracy of +/- 6 seconds.
 GY2859
 GY2859.The orthometric height was determined by differential leveling
 GY2859.and adjusted by the National Geodetic Survey in June 1991..
 GY2859
 GY2859.The geoid height was determined by GEOID03.
 GY2859
 GY2859.The dynamic height is computed by dividing the NAVD 88
 GY2859.geopotential number by the normal gravity value computed on the
 GY2859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2859.degrees latitude (g = 980.6199 gals.).
 GY2859
 GY2859.The modeled gravity was interpolated from observed gravity values.
 GY2859
 GY2859;                    North         East    Units  Estimated Accuracy
 GY2859;SPC KY1Z     - 1,140,470.    1,681,120.      MT  (+/- 180 meters Scaled)
 GY2859
 GY2859                          SUPERSEDED SURVEY CONTROL
 GY2859
 GY2859  NGVD 29 (??/??/92)  262.644  (m)          861.69   (f) ADJ UNCH    1 2
 GY2859
 GY2859.Superseded values are not recommended for survey control.
 GY2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2859.See file dsdata.txt to determine how the superseded data were derived.
 GY2859
 GY2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB616627(NAD 83)
 GY2859_MARKER: DB = BENCH MARK DISK
 GY2859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2859_STAMPING: D 157 1950 861.691
 GY2859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2859+STABILITY: SURFACE MOTION
 GY2859
 GY2859  HISTORY     - Date     Condition        Report By
 GY2859  HISTORY     - 1950     MONUMENTED       CGS
 GY2859  HISTORY     - 1958     GOOD             NGS
 GY2859
 GY2859                          STATION DESCRIPTION
 GY2859
 GY2859'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2859'0.8 MI N FROM BEATTYVILLE.
 GY2859'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 11 FROM THE LOUISVILLE
 GY2859'AND NASHVILLE RAILROAD STATION AT BEATTYVILLE, AT THE TOP OF A
 GY2859'GRADE, 73 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET
 GY2859'EAST OF THE SOUTHWEST CORNER OF RIVER VIEW CEMETERY, 1 FOOT SOUTH
 GY2859'OF SOUTH CEMETERY FENCE, 7 FEET SOUTH-SOUTHEAST OF A 28-INCH
 GY2859'WHITE OAK TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GY2859'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GY2859'PROJECTING 2 INCHES.
 GY2859
 GY2859                          STATION RECOVERY (1958)
 GY2859
 GY2859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2828 ***********************************************************************
 GY2828  DESIGNATION -  D 158
 GY2828  PID         -  GY2828
 GY2828  STATE/COUNTY-  KY/POWELL
 GY2828  USGS QUAD   -  SLADE (1983)
 GY2828
 GY2828                         *CURRENT SURVEY CONTROL
 GY2828  ___________________________________________________________________
 GY2828* NAD 83(1986)-  37 48 13.     (N)    083 42 33.     (W)     SCALED    
 GY2828* NAVD 88     -       212.822  (meters)     698.23   (feet)  ADJUSTED  
 GY2828  ___________________________________________________________________
 GY2828  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GY2828  DYNAMIC HT  -         212.665 (meters)     697.72  (feet)  COMP
 GY2828  MODELED GRAV-     979,888.0   (mgal)                       NAVD 88
 GY2828
 GY2828  VERT ORDER  -  FIRST     CLASS II
 GY2828
 GY2828.The horizontal coordinates were scaled from a topographic map and have
 GY2828.an estimated accuracy of +/- 6 seconds.
 GY2828
 GY2828.The orthometric height was determined by differential leveling
 GY2828.and adjusted by the National Geodetic Survey in June 1991..
 GY2828
 GY2828.The geoid height was determined by GEOID03.
 GY2828
 GY2828.The dynamic height is computed by dividing the NAVD 88
 GY2828.geopotential number by the normal gravity value computed on the
 GY2828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2828.degrees latitude (g = 980.6199 gals.).
 GY2828
 GY2828.The modeled gravity was interpolated from observed gravity values.
 GY2828
 GY2828;                    North         East    Units  Estimated Accuracy
 GY2828;SPC KY1Z     - 1,165,140.    1,679,700.      MT  (+/- 180 meters Scaled)
 GY2828
 GY2828                          SUPERSEDED SURVEY CONTROL
 GY2828
 GY2828  NGVD 29 (??/??/92)  212.980  (m)          698.75   (f) ADJ UNCH    1 2
 GY2828
 GY2828.Superseded values are not recommended for survey control.
 GY2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2828.See file dsdata.txt to determine how the superseded data were derived.
 GY2828
 GY2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB614874(NAD 83)
 GY2828_MARKER: DB = BENCH MARK DISK
 GY2828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2828_SP_SET: BRIDGE
 GY2828_STAMPING: D 158 1950 698.752
 GY2828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2828+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1999
 GY2828
 GY2828  HISTORY     - Date     Condition        Report By
 GY2828  HISTORY     - 1950     MONUMENTED       CGS
 GY2828  HISTORY     - 1958     GOOD             NGS
 GY2828  HISTORY     - 19990330 GOOD             KYDT
 GY2828
 GY2828                          STATION DESCRIPTION
 GY2828
 GY2828'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2828'0.5 MI NW FROM SLADE.
 GY2828'ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 GY2828'OF STATE HIGHWAY 77 AT SLADE, ABOUT 0.95 MILE SOUTHEAST OF THE
 GY2828'JUNCTION OF HIGHWAY 77 LEADING NORTHEAST AND POST OFFICE LOMBARD,
 GY2828'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 GY2828'ABUTMENT OF A 70-FOOT CONCRETE BRIDGE OVER MIDDLE FORK RED RIVER,
 GY2828'12 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 GY2828'NORTHEAST OF THE CONCRETE BANISTER AND ABOUT LEVEL WITH THE
 GY2828'HIGHWAY.
 GY2828
 GY2828                          STATION RECOVERY (1958)
 GY2828
 GY2828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2828'RECOVERED IN GOOD CONDITION.
 GY2828
 GY2828                          STATION RECOVERY (1999)
 GY2828
 GY2828'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY2828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2797 ***********************************************************************
 GY2797  DESIGNATION -  D 159
 GY2797  PID         -  GY2797
 GY2797  STATE/COUNTY-  KY/CLARK
 GY2797  USGS QUAD   -  LEVEE (1965)
 GY2797
 GY2797                         *CURRENT SURVEY CONTROL
 GY2797  ___________________________________________________________________
 GY2797* NAD 83(1986)-  37 55 42.     (N)    083 59 26.     (W)     SCALED    
 GY2797* NAVD 88     -       209.859  (meters)     688.51   (feet)  ADJUSTED  
 GY2797  ___________________________________________________________________
 GY2797  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 GY2797  DYNAMIC HT  -         209.704 (meters)     688.00  (feet)  COMP
 GY2797  MODELED GRAV-     979,889.2   (mgal)                       NAVD 88
 GY2797
 GY2797  VERT ORDER  -  FIRST     CLASS II
 GY2797
 GY2797.The horizontal coordinates were scaled from a topographic map and have
 GY2797.an estimated accuracy of +/- 6 seconds.
 GY2797
 GY2797.The orthometric height was determined by differential leveling
 GY2797.and adjusted by the National Geodetic Survey in June 1991..
 GY2797
 GY2797.The geoid height was determined by GEOID03.
 GY2797
 GY2797.The dynamic height is computed by dividing the NAVD 88
 GY2797.geopotential number by the normal gravity value computed on the
 GY2797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2797.degrees latitude (g = 980.6199 gals.).
 GY2797
 GY2797.The modeled gravity was interpolated from observed gravity values.
 GY2797
 GY2797;                    North         East    Units  Estimated Accuracy
 GY2797;SPC KY1Z     - 1,178,480.    1,654,660.      MT  (+/- 180 meters Scaled)
 GY2797
 GY2797                          SUPERSEDED SURVEY CONTROL
 GY2797
 GY2797  NGVD 29 (??/??/92)  210.011  (m)          689.01   (f) ADJ UNCH    1 2
 GY2797
 GY2797.Superseded values are not recommended for survey control.
 GY2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2797.See file dsdata.txt to determine how the superseded data were derived.
 GY2797
 GY2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC371020(NAD 83)
 GY2797_MARKER: DB = BENCH MARK DISK
 GY2797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2797_SP_SET: CULVERT
 GY2797_STAMPING: D 159 1950 689.011
 GY2797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2797
 GY2797  HISTORY     - Date     Condition        Report By
 GY2797  HISTORY     - 1950     MONUMENTED       CGS
 GY2797  HISTORY     - 1958     GOOD             NGS
 GY2797
 GY2797                          STATION DESCRIPTION
 GY2797
 GY2797'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2797'2 MI NW FROM WEST BEND.
 GY2797'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 GY2797'OFFICE AT WEST BEND, ABOUT 0.4 MILE NORTH OF THE CLARK-POWELL
 GY2797'COUNTY LINE, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY WITH
 GY2797'TANGENTS SOUTHEAST AND WEST, SET IN THE TOP AND 10 FEET EAST OF
 GY2797'THE WEST END OF THE NORTH HEAD WALL OF AN 8-FOOT SKEW CONCRETE
 GY2797'CULVERT, 27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND
 GY2797'ABOUT 2 FEET BELOW THE HIGHWAY.
 GY2797
 GY2797                          STATION RECOVERY (1958)
 GY2797
 GY2797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0877 ***********************************************************************
 GY0877  DESIGNATION -  D 16
 GY0877  PID         -  GY0877
 GY0877  STATE/COUNTY-  KY/LETCHER
 GY0877  USGS QUAD   -  WHITESBURG (1978)
 GY0877
 GY0877                         *CURRENT SURVEY CONTROL
 GY0877  ___________________________________________________________________
 GY0877* NAD 83(1986)-  37 07 02.     (N)    082 49 28.     (W)     SCALED    
 GY0877* NAVD 88     -       348.598  (meters)    1143.69   (feet)  ADJUSTED  
 GY0877  ___________________________________________________________________
 GY0877  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GY0877  DYNAMIC HT  -         348.304 (meters)    1142.73  (feet)  COMP
 GY0877  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GY0877
 GY0877  VERT ORDER  -  FIRST     CLASS II
 GY0877
 GY0877.The horizontal coordinates were scaled from a topographic map and have
 GY0877.an estimated accuracy of +/- 6 seconds.
 GY0877
 GY0877.The orthometric height was determined by differential leveling
 GY0877.and adjusted by the National Geodetic Survey in June 1991..
 GY0877
 GY0877.The geoid height was determined by GEOID03.
 GY0877
 GY0877.The dynamic height is computed by dividing the NAVD 88
 GY0877.geopotential number by the normal gravity value computed on the
 GY0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0877.degrees latitude (g = 980.6199 gals.).
 GY0877
 GY0877.The modeled gravity was interpolated from observed gravity values.
 GY0877
 GY0877;                    North         East    Units  Estimated Accuracy
 GY0877;SPC KY1Z     - 1,091,080.    1,759,960.      MT  (+/- 180 meters Scaled)
 GY0877
 GY0877                          SUPERSEDED SURVEY CONTROL
 GY0877
 GY0877  NGVD 29 (??/??/92)  348.75   (m)         1144.2    (f) COMPUTED    1 2
 GY0877
 GY0877.Superseded values are not recommended for survey control.
 GY0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0877.See file dsdata.txt to determine how the superseded data were derived.
 GY0877
 GY0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB379094(NAD 83)
 GY0877_MARKER: DB = BENCH MARK DISK
 GY0877_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0877_SP_SET: ABUTMENT
 GY0877_STAMPING: D 16 1930
 GY0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0877
 GY0877  HISTORY     - Date     Condition        Report By
 GY0877  HISTORY     - 1930     MONUMENTED       CGS
 GY0877
 GY0877                          STATION DESCRIPTION
 GY0877
 GY0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 GY0877'AT WHITESBURG.
 GY0877'THIS MARK IS AT WHITESBURG AND ON THE SOUTHWEST END OF THE
 GY0877'SOUTHEAST ABUTMENT OF THE HIGHWAY BRIDGE AT THE FOOT OF THE
 GY0877'MAIN STREET AND OVER THE NORTH FORK OF THE KENTUCKY RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0878 ***********************************************************************
 GY0878  DESIGNATION -  D 16 RESET 1953
 GY0878  PID         -  GY0878
 GY0878  STATE/COUNTY-  KY/LETCHER
 GY0878  USGS QUAD   -  WHITESBURG (1978)
 GY0878
 GY0878                         *CURRENT SURVEY CONTROL
 GY0878  ___________________________________________________________________
 GY0878* NAD 83(1986)-  37 07 01.     (N)    082 49 28.     (W)     SCALED    
 GY0878* NAVD 88     -       349.549  (meters)    1146.81   (feet)  ADJUSTED  
 GY0878  ___________________________________________________________________
 GY0878  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GY0878  DYNAMIC HT  -         349.255 (meters)    1145.85  (feet)  COMP
 GY0878  MODELED GRAV-     979,779.5   (mgal)                       NAVD 88
 GY0878
 GY0878  VERT ORDER  -  FIRST     CLASS I
 GY0878
 GY0878.The horizontal coordinates were scaled from a topographic map and have
 GY0878.an estimated accuracy of +/- 6 seconds.
 GY0878
 GY0878.The orthometric height was determined by differential leveling
 GY0878.and adjusted by the National Geodetic Survey in June 1991..
 GY0878
 GY0878.The geoid height was determined by GEOID03.
 GY0878
 GY0878.The dynamic height is computed by dividing the NAVD 88
 GY0878.geopotential number by the normal gravity value computed on the
 GY0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0878.degrees latitude (g = 980.6199 gals.).
 GY0878
 GY0878.The modeled gravity was interpolated from observed gravity values.
 GY0878
 GY0878;                    North         East    Units  Estimated Accuracy
 GY0878;SPC KY1Z     - 1,091,040.    1,759,970.      MT  (+/- 180 meters Scaled)
 GY0878
 GY0878                          SUPERSEDED SURVEY CONTROL
 GY0878
 GY0878  NGVD 29 (??/??/92)  349.706  (m)         1147.33   (f) ADJ UNCH    1 1
 GY0878
 GY0878.Superseded values are not recommended for survey control.
 GY0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0878.See file dsdata.txt to determine how the superseded data were derived.
 GY0878
 GY0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB379094(NAD 83)
 GY0878_MARKER: DB = BENCH MARK DISK
 GY0878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0878_SP_SET: BRIDGE
 GY0878_STAMPING: D 16 RESET 1953 1147.337
 GY0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0878
 GY0878  HISTORY     - Date     Condition        Report By
 GY0878  HISTORY     - 1953     MONUMENTED       CGS
 GY0878  HISTORY     - 1967     GOOD             NGS
 GY0878
 GY0878                          STATION DESCRIPTION
 GY0878
 GY0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0878'AT WHITESBURG.
 GY0878'AT WHITESBURG, 56 YARDS NORTH ALONG MAIN STREET WHICH IS U.S.
 GY0878'HIGHWAY 15 FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION, 23
 GY0878'FEET SOUTHWEST OF THE CENTERLINE OF MAIN STREET, SET IN THE TOP OF
 GY0878'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE WALKWAY ON A HIGHWAY
 GY0878'BRIDGE OVER THE NORTH FORK KENTUCKY RIVER, 0.4 FOOT NORTHEAST OF
 GY0878'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE RAILING OF THE BRIDGE,
 GY0878'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND ABOUT 1 FOOT
 GY0878'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0646 ***********************************************************************
 HZ0646  DESIGNATION -  D 160
 HZ0646  PID         -  HZ0646
 HZ0646  STATE/COUNTY-  KY/BOONE
 HZ0646  USGS QUAD   -  RISING SUN (1994)
 HZ0646
 HZ0646                         *CURRENT SURVEY CONTROL
 HZ0646  ___________________________________________________________________
 HZ0646* NAD 83(1986)-  38 57 28.     (N)    084 49 40.     (W)     SCALED    
 HZ0646* NAVD 88     -       148.018  (meters)     485.62   (feet)  ADJUSTED  
 HZ0646  ___________________________________________________________________
 HZ0646  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 HZ0646  DYNAMIC HT  -         147.925 (meters)     485.32  (feet)  COMP
 HZ0646  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 HZ0646
 HZ0646  VERT ORDER  -  FIRST     CLASS II
 HZ0646
 HZ0646.The horizontal coordinates were scaled from a topographic map and have
 HZ0646.an estimated accuracy of +/- 6 seconds.
 HZ0646
 HZ0646.The orthometric height was determined by differential leveling
 HZ0646.and adjusted by the National Geodetic Survey in June 1991..
 HZ0646
 HZ0646.The geoid height was determined by GEOID03.
 HZ0646
 HZ0646.The dynamic height is computed by dividing the NAVD 88
 HZ0646.geopotential number by the normal gravity value computed on the
 HZ0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0646.degrees latitude (g = 980.6199 gals.).
 HZ0646
 HZ0646.The modeled gravity was interpolated from observed gravity values.
 HZ0646
 HZ0646;                    North         East    Units  Estimated Accuracy
 HZ0646;SPC KY1Z     - 1,291,680.    1,579,940.      MT  (+/- 180 meters Scaled)
 HZ0646
 HZ0646                          SUPERSEDED SURVEY CONTROL
 HZ0646
 HZ0646  NGVD 29 (??/??/92)  148.226  (m)          486.30   (f) ADJ UNCH    1 2
 HZ0646
 HZ0646.Superseded values are not recommended for survey control.
 HZ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0646.See file dsdata.txt to determine how the superseded data were derived.
 HZ0646
 HZ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ882143(NAD 83)
 HZ0646_MARKER: DB = BENCH MARK DISK
 HZ0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0646_STAMPING: D 160 1950
 HZ0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0646+STABILITY: SURFACE MOTION
 HZ0646
 HZ0646  HISTORY     - Date     Condition        Report By
 HZ0646  HISTORY     - 1950     MONUMENTED       CGS
 HZ0646  HISTORY     - 1964     GOOD             NGS
 HZ0646  HISTORY     - 1986     GOOD             LOCSUR
 HZ0646
 HZ0646                          STATION DESCRIPTION
 HZ0646
 HZ0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HZ0646'1.6 MI NE FROM RABBIT HASH.
 HZ0646'1.6 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE C.W. CRAIG
 HZ0646'STORE AT RABBIT HASH, 68 FEET EAST-NORTHEAST OF THE CENTER OF A
 HZ0646'SMALL WOODEN BRIDGE OVER A SMALL STREAM, 28 FEET SOUTHEAST OF THE
 HZ0646'CENTER LINE OF THE ROAD, 59 1/2 FEET SOUTHWEST OF THE WEST CORNER
 HZ0646'OF A BARN, 50 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A CIRCULAR
 HZ0646'CONCRETE FOUNDATION FOR AN ABANDONED SILO, 2 FEET NORTHWEST OF
 HZ0646'A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE ROAD AND
 HZ0646'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK
 HZ0646'MAY BE REACHED FROM THE SCHOOL AT BELLEVIEW BY GOING ABOUT 0.55
 HZ0646'MILE SOUTH ALONG STATE HIGHWAY 18 ABOUT 1.5 MILES SOUTH ALONG A
 HZ0646'GRAVEL ROAD LEADING TO RABBIT HASH.  NOTE-- THE SMALL WOODEN BRIDGE
 HZ0646'HAS BEEN REPLACED BY A LARGE GALVANIZED CULVERT, THE MARK IS
 HZ0646'61 FEET EAST-NORTHEAST OF THE EAST END OF THE CULVERT, 2 FEET
 HZ0646'WEST-NORTHWEST OF A STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
 HZ0646
 HZ0646                          STATION RECOVERY (1964)
 HZ0646
 HZ0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0646'RECOVERED IN GOOD CONDITION.
 HZ0646
 HZ0646                          STATION RECOVERY (1986)
 HZ0646
 HZ0646'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 HZ0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1114 ***********************************************************************
 HZ1114  DESIGNATION -  D 161
 HZ1114  PID         -  HZ1114
 HZ1114  STATE/COUNTY-  KY/HENRY
 HZ1114  USGS QUAD   -  SMITHFIELD (1993)
 HZ1114
 HZ1114                         *CURRENT SURVEY CONTROL
 HZ1114  ___________________________________________________________________
 HZ1114* NAD 83(1986)-  38 27 43.     (N)    085 18 27.     (W)     SCALED    
 HZ1114* NAVD 88     -       253.911  (meters)     833.04   (feet)  ADJUSTED  
 HZ1114  ___________________________________________________________________
 HZ1114  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HZ1114  DYNAMIC HT  -         253.739 (meters)     832.48  (feet)  COMP
 HZ1114  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 HZ1114
 HZ1114  VERT ORDER  -  SECOND    CLASS 0
 HZ1114
 HZ1114.The horizontal coordinates were scaled from a topographic map and have
 HZ1114.an estimated accuracy of +/- 6 seconds.
 HZ1114
 HZ1114.The orthometric height was determined by differential leveling
 HZ1114.and adjusted by the National Geodetic Survey in June 1991..
 HZ1114
 HZ1114.The geoid height was determined by GEOID03.
 HZ1114
 HZ1114.The dynamic height is computed by dividing the NAVD 88
 HZ1114.geopotential number by the normal gravity value computed on the
 HZ1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1114.degrees latitude (g = 980.6199 gals.).
 HZ1114
 HZ1114.The modeled gravity was interpolated from observed gravity values.
 HZ1114
 HZ1114;                    North         East    Units  Estimated Accuracy
 HZ1114;SPC KY1Z     - 1,236,340.    1,538,620.      MT  (+/- 180 meters Scaled)
 HZ1114
 HZ1114                          SUPERSEDED SURVEY CONTROL
 HZ1114
 HZ1114  NGVD 29 (??/??/92)  254.073  (m)          833.57   (f) ADJ UNCH    2 0
 HZ1114
 HZ1114.Superseded values are not recommended for survey control.
 HZ1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1114.See file dsdata.txt to determine how the superseded data were derived.
 HZ1114
 HZ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH476584(NAD 83)
 HZ1114_MARKER: DB = BENCH MARK DISK
 HZ1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1114_STAMPING: D 161 1950
 HZ1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1114+STABILITY: SURFACE MOTION
 HZ1114
 HZ1114  HISTORY     - Date     Condition        Report By
 HZ1114  HISTORY     - 1950     MONUMENTED       CGS
 HZ1114
 HZ1114                          STATION DESCRIPTION
 HZ1114
 HZ1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HZ1114'AT PENDLETON.
 HZ1114'AT PENDLETON, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD,
 HZ1114'138 FEET SOUTHWEST AND ACROSS THE TRACKS FROM THE STATION AND
 HZ1114'POST OFFICE (ONE BUILDING), 55 FEET SOUTHWEST OF THE CENTER OF
 HZ1114'THE CROSSING OF A GRAVEL ROAD AND WEST MAIN TRACK, 22 1/2 FEET
 HZ1114'WEST OF THE WEST RAIL OF THE WEST TRACK, 78 FEET SOUTH OF THE
 HZ1114'SOUTHWEST CORNER OF THE CONCRETE CASING OF A WELL, 24 FEET
 HZ1114'SOUTH OF A CROSSING SIGN, 114 FEET SOUTH-SOUTHWEST AND ACROSS
 HZ1114'GRAVEL ROAD FROM MAIL CRANE, ABOUT 2 FEET BELOW THE TRACK AND
 HZ1114'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0226 ***********************************************************************
 GZ0226  DESIGNATION -  D 162
 GZ0226  PID         -  GZ0226
 GZ0226  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0226  USGS QUAD   -  WILDIE (1970)
 GZ0226
 GZ0226                         *CURRENT SURVEY CONTROL
 GZ0226  ___________________________________________________________________
 GZ0226* NAD 83(1986)-  37 22 36.     (N)    084 16 49.     (W)     SCALED    
 GZ0226* NAVD 88     -       280.641  (meters)     920.74   (feet)  ADJUSTED  
 GZ0226  ___________________________________________________________________
 GZ0226  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GZ0226  DYNAMIC HT  -         280.428 (meters)     920.04  (feet)  COMP
 GZ0226  MODELED GRAV-     979,864.1   (mgal)                       NAVD 88
 GZ0226
 GZ0226  VERT ORDER  -  SECOND    CLASS 0
 GZ0226
 GZ0226.The horizontal coordinates were scaled from a topographic map and have
 GZ0226.an estimated accuracy of +/- 6 seconds.
 GZ0226
 GZ0226.The orthometric height was determined by differential leveling
 GZ0226.and adjusted by the National Geodetic Survey in June 1991..
 GZ0226
 GZ0226.The geoid height was determined by GEOID03.
 GZ0226
 GZ0226.The dynamic height is computed by dividing the NAVD 88
 GZ0226.geopotential number by the normal gravity value computed on the
 GZ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0226.degrees latitude (g = 980.6199 gals.).
 GZ0226
 GZ0226.The modeled gravity was interpolated from observed gravity values.
 GZ0226
 GZ0226;                    North         East    Units  Estimated Accuracy
 GZ0226;SPC KY1Z     - 1,116,820.    1,630,160.      MT  (+/- 180 meters Scaled)
 GZ0226
 GZ0226                          SUPERSEDED SURVEY CONTROL
 GZ0226
 GZ0226  NGVD 29 (??/??/92)  280.804  (m)          921.27   (f) ADJ UNCH    2 0
 GZ0226
 GZ0226.Superseded values are not recommended for survey control.
 GZ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0226.See file dsdata.txt to determine how the superseded data were derived.
 GZ0226
 GZ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG408401(NAD 83)
 GZ0226_MARKER: DB = BENCH MARK DISK
 GZ0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0226_SP_SET: BRIDGE
 GZ0226_STAMPING: D 162 1950 921.271
 GZ0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0226
 GZ0226  HISTORY     - Date     Condition        Report By
 GZ0226  HISTORY     - 1950     MONUMENTED       CGS
 GZ0226  HISTORY     - 1958     GOOD             NGS
 GZ0226
 GZ0226                          STATION DESCRIPTION
 GZ0226
 GZ0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0226'0.6 MI NW FROM BRUSH CREEK.
 GZ0226'ABOUT 0.65 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GZ0226'RAILROAD FROM BRUSH CREEK (ORLANDO POST OFFICE), SET IN THE
 GZ0226'TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 GZ0226'SOUTHWEST STEEL PLATE BRIDGE NO. 68 (SEPARATE BRIDGES FOR EAST
 GZ0226'TRACK), JUST NORTHWEST OF THE NORTHWEST END OF THE SECOND SET OF
 GZ0226'TUNNELS NORTHWEST OF BRUSH CREEK, 9 YARDS NORTHWEST OF A ROAD
 GZ0226'CROSSING, 9 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHWEST
 GZ0226'TRACK, 36 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE NORTHEAST
 GZ0226'TRACK, AND ABOUT 2 FEET BELOW THE TRACK.
 GZ0226
 GZ0226                          STATION RECOVERY (1958)
 GZ0226
 GZ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0193 ***********************************************************************
 GZ0193  DESIGNATION -  D 163
 GZ0193  PID         -  GZ0193
 GZ0193  STATE/COUNTY-  KY/JACKSON
 GZ0193  USGS QUAD   -  JOHNETTA (1987)
 GZ0193
 GZ0193                         *CURRENT SURVEY CONTROL
 GZ0193  ___________________________________________________________________
 GZ0193* NAD 83(1986)-  37 27 58.     (N)    084 11 34.     (W)     SCALED    
 GZ0193* NAVD 88     -       440.110  (meters)    1443.93   (feet)  ADJUSTED  
 GZ0193  ___________________________________________________________________
 GZ0193  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GZ0193  DYNAMIC HT  -         439.768 (meters)    1442.81  (feet)  COMP
 GZ0193  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GZ0193
 GZ0193  VERT ORDER  -  SECOND    CLASS 0
 GZ0193
 GZ0193.The horizontal coordinates were scaled from a topographic map and have
 GZ0193.an estimated accuracy of +/- 6 seconds.
 GZ0193
 GZ0193.The orthometric height was determined by differential leveling
 GZ0193.and adjusted by the National Geodetic Survey in June 1991..
 GZ0193
 GZ0193.The geoid height was determined by GEOID03.
 GZ0193
 GZ0193.The dynamic height is computed by dividing the NAVD 88
 GZ0193.geopotential number by the normal gravity value computed on the
 GZ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0193.degrees latitude (g = 980.6199 gals.).
 GZ0193
 GZ0193.The modeled gravity was interpolated from observed gravity values.
 GZ0193
 GZ0193;                    North         East    Units  Estimated Accuracy
 GZ0193;SPC KY1Z     - 1,126,870.    1,637,740.      MT  (+/- 180 meters Scaled)
 GZ0193
 GZ0193                          SUPERSEDED SURVEY CONTROL
 GZ0193
 GZ0193  NGVD 29 (??/??/92)  440.258  (m)         1444.41   (f) ADJ UNCH    2 0
 GZ0193
 GZ0193.Superseded values are not recommended for survey control.
 GZ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0193.See file dsdata.txt to determine how the superseded data were derived.
 GZ0193
 GZ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG482502(NAD 83)
 GZ0193_MARKER: DB = BENCH MARK DISK
 GZ0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0193_STAMPING: D 163 1950 1444.413
 GZ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0193+STABILITY: SURFACE MOTION
 GZ0193
 GZ0193  HISTORY     - Date     Condition        Report By
 GZ0193  HISTORY     - 1950     MONUMENTED       CGS
 GZ0193  HISTORY     - 1957     GOOD             NGS
 GZ0193
 GZ0193                          STATION DESCRIPTION
 GZ0193
 GZ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0193'AT THREE LINKS.
 GZ0193'AT THREE LINKS, ABOUT 80 YARDS NORTHWEST OF STORE AND POST OFFICE,
 GZ0193'AT PLEASANT HILL BAPTIST CHURCH AND CEMETERY, 14 FEET NORTHWEST OF
 GZ0193'THE NORTHWEST CORNER OF CONCRETE BLOCK CHURCH BUILDING, 31 FEET
 GZ0193'NORTHEAST OF THE CENTER LINE OF THE ROAD FOLLOWING
 GZ0193'ROCKCASTLE-JACKSON COUNTY LINE, 1 FOOT SOUTH OF SOUTH CEMETERY FENCE
 GZ0193'LINE, 9 FEET SOUTH OF THE SOUTH END OF ABRAMS TOMBSTONE, ABOUT
 GZ0193'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ0193'PROJECTING 3 INCHES.
 GZ0193
 GZ0193                          STATION RECOVERY (1957)
 GZ0193
 GZ0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0357 ***********************************************************************
 GZ0357  DESIGNATION -  D 164
 GZ0357  PID         -  GZ0357
 GZ0357  STATE/COUNTY-  KY/JACKSON
 GZ0357  USGS QUAD   -  PARROT (1976)
 GZ0357
 GZ0357                         *CURRENT SURVEY CONTROL
 GZ0357  ___________________________________________________________________
 GZ0357* NAD 83(1986)-  37 22 09.     (N)    084 03 09.     (W)     SCALED    
 GZ0357* NAVD 88     -       294.432  (meters)     965.98   (feet)  ADJUSTED  
 GZ0357  ___________________________________________________________________
 GZ0357  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GZ0357  DYNAMIC HT  -         294.203 (meters)     965.23  (feet)  COMP
 GZ0357  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 GZ0357
 GZ0357  VERT ORDER  -  SECOND    CLASS 0
 GZ0357
 GZ0357.The horizontal coordinates were scaled from a topographic map and have
 GZ0357.an estimated accuracy of +/- 6 seconds.
 GZ0357
 GZ0357.The orthometric height was determined by differential leveling
 GZ0357.and adjusted by the National Geodetic Survey in June 1991..
 GZ0357
 GZ0357.The geoid height was determined by GEOID03.
 GZ0357
 GZ0357.The dynamic height is computed by dividing the NAVD 88
 GZ0357.geopotential number by the normal gravity value computed on the
 GZ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0357.degrees latitude (g = 980.6199 gals.).
 GZ0357
 GZ0357.The modeled gravity was interpolated from observed gravity values.
 GZ0357
 GZ0357;                    North         East    Units  Estimated Accuracy
 GZ0357;SPC KY1Z     - 1,116,330.    1,650,350.      MT  (+/- 180 meters Scaled)
 GZ0357
 GZ0357                          SUPERSEDED SURVEY CONTROL
 GZ0357
 GZ0357  NGVD 29 (??/??/92)  294.588  (m)          966.49   (f) ADJ UNCH    2 0
 GZ0357
 GZ0357.Superseded values are not recommended for survey control.
 GZ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0357.See file dsdata.txt to determine how the superseded data were derived.
 GZ0357
 GZ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG610399(NAD 83)
 GZ0357_MARKER: DB = BENCH MARK DISK
 GZ0357_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0357_SP_SET: ROCK OUTCROP
 GZ0357_STAMPING: D 164 1950 965.494
 GZ0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0357+STABILITY: POSITION/ELEVATION WELL
 GZ0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0357+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 GZ0357
 GZ0357  HISTORY     - Date     Condition        Report By
 GZ0357  HISTORY     - 1950     MONUMENTED       CGS
 GZ0357  HISTORY     - 1957     GOOD             NGS
 GZ0357  HISTORY     - 20050426 GOOD             KYTC
 GZ0357
 GZ0357                          STATION DESCRIPTION
 GZ0357
 GZ0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0357'7.4 MI SW FROM MC KEE.
 GZ0357'ABOUT 0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE COURT
 GZ0357'HOUSE AT MC KEE, THENCE ABOUT 6.8 MILES SOUTHWEST ALONG A
 GZ0357'GRAVEL ROAD LEADING TO LIVINGSTON, ABOUT 0.9 MILE SOUTH OF A
 GZ0357'20-FOOT CONCRETE AND STONE BRIDGE OVER BILLS BRANCH, 36 FEET
 GZ0357'NORTHWEST OF THE CENTER LINE OF THE ROAD, 28 FEET NORTH OF THE
 GZ0357'NORTHWEST END OF A 24-INCH CORRUGATED PIPE CULVERT WITH STONE
 GZ0357'HEAD WALLS, 28 FEET NORTHEAST OF A TRIANGULAR BLAZED 22-INCH
 GZ0357'SYCAMORE TREE, SET IN THE TOP AND 5 INCHES SOUTHEAST OF TOP
 GZ0357'RIDGE OF AN OUTCROP OF ROCK, 5 FEET NORTHEAST OF THE SOUTHWEST
 GZ0357'END OF THE OUTCROP AND ABOUT 1 FOOT ABOVE THE ROAD.  NOTE-- THE
 GZ0357'ROCK FORMS THE NORTHEAST BANK OF A WASH.
 GZ0357
 GZ0357                          STATION RECOVERY (1957)
 GZ0357
 GZ0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0357'RECOVERED IN GOOD CONDITION.
 GZ0357
 GZ0357                          STATION RECOVERY (2005)
 GZ0357
 GZ0357'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2563 ***********************************************************************
 GY2563  DESIGNATION -  D 165
 GY2563  PID         -  GY2563
 GY2563  STATE/COUNTY-  KY/OWSLEY
 GY2563  USGS QUAD   -  STURGEON (1976)
 GY2563
 GY2563                         *CURRENT SURVEY CONTROL
 GY2563  ___________________________________________________________________
 GY2563* NAD 83(1986)-  37 28 04.     (N)    083 46 25.     (W)     SCALED    
 GY2563* NAVD 88     -       307.039  (meters)    1007.34   (feet)  ADJUSTED  
 GY2563  ___________________________________________________________________
 GY2563  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GY2563  DYNAMIC HT  -         306.803 (meters)    1006.57  (feet)  COMP
 GY2563  MODELED GRAV-     979,854.1   (mgal)                       NAVD 88
 GY2563
 GY2563  VERT ORDER  -  SECOND    CLASS 0
 GY2563
 GY2563.The horizontal coordinates were scaled from a topographic map and have
 GY2563.an estimated accuracy of +/- 6 seconds.
 GY2563
 GY2563.The orthometric height was determined by differential leveling
 GY2563.and adjusted by the National Geodetic Survey in June 1991..
 GY2563
 GY2563.The geoid height was determined by GEOID03.
 GY2563
 GY2563.The dynamic height is computed by dividing the NAVD 88
 GY2563.geopotential number by the normal gravity value computed on the
 GY2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2563.degrees latitude (g = 980.6199 gals.).
 GY2563
 GY2563.The modeled gravity was interpolated from observed gravity values.
 GY2563
 GY2563;                    North         East    Units  Estimated Accuracy
 GY2563;SPC KY1Z     - 1,127,760.    1,674,810.      MT  (+/- 180 meters Scaled)
 GY2563
 GY2563                          SUPERSEDED SURVEY CONTROL
 GY2563
 GY2563  NGVD 29 (??/??/92)  307.204  (m)         1007.89   (f) ADJ UNCH    2 0
 GY2563
 GY2563.Superseded values are not recommended for survey control.
 GY2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2563.See file dsdata.txt to determine how the superseded data were derived.
 GY2563
 GY2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB547503(NAD 83)
 GY2563_MARKER: DB = BENCH MARK DISK
 GY2563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2563_SP_SET: CULVERT
 GY2563_STAMPING: D 165 1950 1007.885
 GY2563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2563
 GY2563  HISTORY     - Date     Condition        Report By
 GY2563  HISTORY     - 1950     MONUMENTED       CGS
 GY2563  HISTORY     - 1957     GOOD             NGS
 GY2563
 GY2563                          STATION DESCRIPTION
 GY2563
 GY2563'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2563'AT VINCENT.
 GY2563'AT VINCENT, AT THE CROSSROADS, (STATE HIGHWAY 30 LEADING SOUTH AND
 GY2563'EAST AND A GRAVEL ROAD LEADING NORTH AND DIRT ROAD LEADING WEST),
 GY2563'ABOUT 60 YARDS SOUTH OF THE CROSSROADS, SET IN THE TOP AND 2 FEET
 GY2563'SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 10-FOOT
 GY2563'STONE CULVERT, 14 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND
 GY2563'ABOUT 1 FOOT ABOVE THE HIGHWAY.
 GY2563
 GY2563                          STATION RECOVERY (1957)
 GY2563
 GY2563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0275 ***********************************************************************
 GZ0275  DESIGNATION -  D 166
 GZ0275  PID         -  GZ0275
 GZ0275  STATE/COUNTY-  KY/JACKSON
 GZ0275  USGS QUAD   -  SANDGAP (1976)
 GZ0275
 GZ0275                         *CURRENT SURVEY CONTROL
 GZ0275  ___________________________________________________________________
 GZ0275* NAD 83(1986)-  37 27 45.     (N)    084 00 59.     (W)     SCALED    
 GZ0275* NAVD 88     -       315.430  (meters)    1034.87   (feet)  ADJUSTED  
 GZ0275  ___________________________________________________________________
 GZ0275  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GZ0275  DYNAMIC HT  -         315.183 (meters)    1034.06  (feet)  COMP
 GZ0275  MODELED GRAV-     979,838.3   (mgal)                       NAVD 88
 GZ0275
 GZ0275  VERT ORDER  -  SECOND    CLASS 0
 GZ0275
 GZ0275.The horizontal coordinates were scaled from a topographic map and have
 GZ0275.an estimated accuracy of +/- 6 seconds.
 GZ0275
 GZ0275.The orthometric height was determined by differential leveling
 GZ0275.and adjusted by the National Geodetic Survey in June 1991..
 GZ0275
 GZ0275.The geoid height was determined by GEOID03.
 GZ0275
 GZ0275.The dynamic height is computed by dividing the NAVD 88
 GZ0275.geopotential number by the normal gravity value computed on the
 GZ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0275.degrees latitude (g = 980.6199 gals.).
 GZ0275
 GZ0275.The modeled gravity was interpolated from observed gravity values.
 GZ0275
 GZ0275;                    North         East    Units  Estimated Accuracy
 GZ0275;SPC KY1Z     - 1,126,740.    1,653,350.      MT  (+/- 180 meters Scaled)
 GZ0275
 GZ0275                          SUPERSEDED SURVEY CONTROL
 GZ0275
 GZ0275  NGVD 29 (??/??/92)  315.580  (m)         1035.37   (f) ADJ UNCH    2 0
 GZ0275
 GZ0275.Superseded values are not recommended for survey control.
 GZ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0275.See file dsdata.txt to determine how the superseded data were derived.
 GZ0275
 GZ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG638503(NAD 83)
 GZ0275_MARKER: DB = BENCH MARK DISK
 GZ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0275_STAMPING: D 166 1950 1035.365
 GZ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0275+STABILITY: SURFACE MOTION
 GZ0275
 GZ0275  HISTORY     - Date     Condition        Report By
 GZ0275  HISTORY     - 1950     MONUMENTED       CGS
 GZ0275  HISTORY     - 1957     GOOD             NGS
 GZ0275
 GZ0275                          STATION DESCRIPTION
 GZ0275
 GZ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0275'3.1 MI NW FROM MC KEE.
 GZ0275'ABOUT 2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE COURT
 GZ0275'HOUSE AT MC KEE, THENCE ABOUT 0.5 MILE NORTHEAST ALONG SAND LICK
 GZ0275'CREEK ROAD, ABOUT 65 YARDS SOUTH OF THE JUNCTION OF A ROAD LEADING
 GZ0275'NORTHWEST AND FOLLOWING ROSES FORK, ABOUT 35 YARDS SOUTH OF
 GZ0275'CENTER OF FORD ACROSS SAND LICK CREEK, 38 FEET WEST AND ACROSS
 GZ0275'ROAD FROM THE NORTHWEST CORNER OF A BARN AND ABOUT IN LINE WITH
 GZ0275'THE EXTENDED NORTH WALL OF BARN, 12 FEET NORTHWEST OF THE CENTER
 GZ0275'LINE OF THE ROAD, 1 FOOT SOUTHEAST OF A FENCE, 29 FEET NORTHEAST
 GZ0275'OF NORTHEAST GATE POST OF GATE IN FENCE LINE, 2 FEET SOUTHWEST
 GZ0275'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 GZ0275'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0275
 GZ0275                          STATION RECOVERY (1957)
 GZ0275
 GZ0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2496 ***********************************************************************
 GY2496  DESIGNATION -  D 167
 GY2496  PID         -  GY2496
 GY2496  STATE/COUNTY-  KY/OWSLEY
 GY2496  USGS QUAD   -  BOONEVILLE (1978)
 GY2496
 GY2496                         *CURRENT SURVEY CONTROL
 GY2496  ___________________________________________________________________
 GY2496* NAD 83(1986)-  37 23 49.     (N)    083 40 47.     (W)     SCALED    
 GY2496* NAVD 88     -       215.477  (meters)     706.94   (feet)  ADJUSTED  
 GY2496  ___________________________________________________________________
 GY2496  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 GY2496  DYNAMIC HT  -         215.310 (meters)     706.40  (feet)  COMP
 GY2496  MODELED GRAV-     979,852.8   (mgal)                       NAVD 88
 GY2496
 GY2496  VERT ORDER  -  SECOND    CLASS 0
 GY2496
 GY2496.The horizontal coordinates were scaled from a topographic map and have
 GY2496.an estimated accuracy of +/- 6 seconds.
 GY2496
 GY2496.The orthometric height was determined by differential leveling
 GY2496.and adjusted by the National Geodetic Survey in June 1991..
 GY2496
 GY2496.The geoid height was determined by GEOID03.
 GY2496
 GY2496.The dynamic height is computed by dividing the NAVD 88
 GY2496.geopotential number by the normal gravity value computed on the
 GY2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2496.degrees latitude (g = 980.6199 gals.).
 GY2496
 GY2496.The modeled gravity was interpolated from observed gravity values.
 GY2496
 GY2496;                    North         East    Units  Estimated Accuracy
 GY2496;SPC KY1Z     - 1,120,080.    1,683,290.      MT  (+/- 180 meters Scaled)
 GY2496
 GY2496                          SUPERSEDED SURVEY CONTROL
 GY2496
 GY2496  NGVD 29 (??/??/92)  215.643  (m)          707.49   (f) ADJ UNCH    2 0
 GY2496
 GY2496.Superseded values are not recommended for survey control.
 GY2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2496.See file dsdata.txt to determine how the superseded data were derived.
 GY2496
 GY2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB627422(NAD 83)
 GY2496_MARKER: DB = BENCH MARK DISK
 GY2496_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GY2496_SP_SET: CULVERT HEADWALL
 GY2496_STAMPING: D 167 1950 707.489
 GY2496_MARK LOGO: CGS   
 GY2496_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2496+STABILITY: SURFACE MOTION
 GY2496
 GY2496  HISTORY     - Date     Condition        Report By
 GY2496  HISTORY     - 1950     MONUMENTED       CGS
 GY2496  HISTORY     - 1957     GOOD             NGS
 GY2496  HISTORY     - 19930601 GOOD             KYDT
 GY2496
 GY2496                          STATION DESCRIPTION
 GY2496
 GY2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2496'0.8 MI N FROM CONKLING.
 GY2496'ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY 30 FROM THE POST
 GY2496'OFFICE AT CONKLING, ABOUT 1.0 MILE SOUTH OF A CONCRETE BRIDGE
 GY2496'OVER WHITE OAK CREEK, ABOUT 1.1 MILES NORTH OF A CONCRETE BRIDGE
 GY2496'OVER ISLAND CREEK, ABOUT 75 YARDS SOUTH OF A SMALL CEMETERY
 GY2496'LOCATED ON WEST SIDE OF HIGHWAY, SET IN THE TOP OF THE SOUTH
 GY2496'END OF THE WEST HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 20 1/2
 GY2496'FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 4 1/2
 GY2496'FEET BELOW THE HIGHWAY.
 GY2496
 GY2496                          STATION RECOVERY (1957)
 GY2496
 GY2496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2496'RECOVERED IN GOOD CONDITION.
 GY2496
 GY2496                          STATION RECOVERY (1993)
 GY2496
 GY2496'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GY2496'6.85 MILES (11.02 KM) SOUTH ALONG STATE HIGHWAY 11 FROM THE COURTHOUSE
 GY2496'IN BOONEVILLE, ABOUT 1.0 MILE (1.6 KM) SOUTH OF A CONCRETE BRIDGE OVER
 GY2496'WHITE OAK CREEK, ABOUT 1.10 MILE (1.77 KM) NORTH OF A CONCRETE BRIDGE
 GY2496'OVER ISLAND CREEK, ABOUT 75 YARDS SOUTH OF A SMALL CEMETARY LOCATED ON
 GY2496'WEST SIDE OF HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST
 GY2496'HEADWALL OF A 6 FOOT (1.8 M) CONCRETE CULVERT, 20.5 FEET (6.2 M) WEST
 GY2496'OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 6 FEET (1.8 M) BELOW THE
 GY2496'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2923 ***********************************************************************
 GY2923  DESIGNATION -  D 169
 GY2923  PID         -  GY2923
 GY2923  STATE/COUNTY-  KY/BREATHITT
 GY2923  USGS QUAD   -  TALLEGA (1976)
 GY2923
 GY2923                         *CURRENT SURVEY CONTROL
 GY2923  ___________________________________________________________________
 GY2923* NAD 83(1986)-  37 30 29.     (N)    083 32 27.     (W)     SCALED    
 GY2923* NAVD 88     -       210.294  (meters)     689.94   (feet)  ADJUSTED  
 GY2923  ___________________________________________________________________
 GY2923  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GY2923  DYNAMIC HT  -         210.131 (meters)     689.40  (feet)  COMP
 GY2923  MODELED GRAV-     979,848.1   (mgal)                       NAVD 88
 GY2923
 GY2923  VERT ORDER  -  SECOND    CLASS 0
 GY2923
 GY2923.The horizontal coordinates were scaled from a topographic map and have
 GY2923.an estimated accuracy of +/- 6 seconds.
 GY2923
 GY2923.The orthometric height was determined by differential leveling
 GY2923.and adjusted by the National Geodetic Survey in June 1991..
 GY2923
 GY2923.The geoid height was determined by GEOID03.
 GY2923
 GY2923.The dynamic height is computed by dividing the NAVD 88
 GY2923.geopotential number by the normal gravity value computed on the
 GY2923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2923.degrees latitude (g = 980.6199 gals.).
 GY2923
 GY2923.The modeled gravity was interpolated from observed gravity values.
 GY2923
 GY2923;                    North         East    Units  Estimated Accuracy
 GY2923;SPC KY1Z     - 1,132,690.    1,695,290.      MT  (+/- 180 meters Scaled)
 GY2923
 GY2923                          SUPERSEDED SURVEY CONTROL
 GY2923
 GY2923  NGVD 29 (??/??/92)  210.454  (m)          690.46   (f) ADJ UNCH    2 0
 GY2923
 GY2923.Superseded values are not recommended for survey control.
 GY2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2923.See file dsdata.txt to determine how the superseded data were derived.
 GY2923
 GY2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB754542(NAD 83)
 GY2923_MARKER: DB = BENCH MARK DISK
 GY2923_SETTING: 66 = SET IN ROCK OUTCROP
 GY2923_SP_SET: ROCK OUTCROP
 GY2923_STAMPING: D 169 1950 690.464
 GY2923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2923+STABILITY: POSITION/ELEVATION WELL
 GY2923
 GY2923  HISTORY     - Date     Condition        Report By
 GY2923  HISTORY     - 1950     MONUMENTED       CGS
 GY2923  HISTORY     - 1957     GOOD             NGS
 GY2923  HISTORY     - 20020722 MARK NOT FOUND   KYDT
 GY2923
 GY2923                          STATION DESCRIPTION
 GY2923
 GY2923'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2923'1.1 MI SW FROM COPEBRANCH.
 GY2923'ABOUT 0.1 MILE SOUTHWEST ALONG A DIM TRAIL CROSSING MIDDLE
 GY2923'FORK OF KENTUCKY RIVER VIA FOOT BRIDGE, THENCE ABOUT 1.0 MILE
 GY2923'SOUTHWEST ALONG A ROUGH DIRT ROAD FOLLOWING LEFT BANK OF RIVER,
 GY2923'ABOUT 0.55 MILE NORTHEAST ALONG DIM ROAD FOLLOWING MIDDLE FORK
 GY2923'OF KENTUCKY RIVER FROM POST OFFICE AT JETT CREEK, ABOUT 0.5 MILE
 GY2923'NORTHEAST OF FORD ACROSS MIDDLE FORK OF KENTUCKY RIVER AT JETT
 GY2923'CREEK, 7 FEET NORTHWEST OF THE CENTER LINE OF DIM ROAD, SET
 GY2923'HORIZONTALLY IN A SLANTING SHELF OF THE SOUTHEAST FACE OF A
 GY2923'VERY LARGE OUTCROP OF ROCK AND ABOUT 4 FEET ABOVE THE ROAD.
 GY2923
 GY2923                          STATION RECOVERY (1957)
 GY2923
 GY2923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2923'RECOVERED IN GOOD CONDITION.
 GY2923
 GY2923                          STATION RECOVERY (2002)
 GY2923
 GY2923'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2923'AREA GRADED, NO SIGN OF ROCK OUTCROP, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0454 ***********************************************************************
 GD0454  DESIGNATION -  D 17
 GD0454  PID         -  GD0454
 GD0454  STATE/COUNTY-  KY/FULTON
 GD0454  USGS QUAD   -  WATER VALLEY (1981)
 GD0454
 GD0454                         *CURRENT SURVEY CONTROL
 GD0454  ___________________________________________________________________
 GD0454* NAD 83(1986)-  36 30 15.     (N)    088 52 25.     (W)     SCALED    
 GD0454* NAVD 88     -       111.939  (meters)     367.25   (feet)  ADJUSTED  
 GD0454  ___________________________________________________________________
 GD0454  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GD0454  DYNAMIC HT  -         111.850 (meters)     366.96  (feet)  COMP
 GD0454  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 GD0454
 GD0454  VERT ORDER  -  FIRST     CLASS II
 GD0454
 GD0454.The horizontal coordinates were scaled from a topographic map and have
 GD0454.an estimated accuracy of +/- 6 seconds.
 GD0454
 GD0454.The orthometric height was determined by differential leveling
 GD0454.and adjusted by the National Geodetic Survey in June 1991..
 GD0454
 GD0454.The geoid height was determined by GEOID03.
 GD0454
 GD0454.The dynamic height is computed by dividing the NAVD 88
 GD0454.geopotential number by the normal gravity value computed on the
 GD0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0454.degrees latitude (g = 980.6199 gals.).
 GD0454
 GD0454.The modeled gravity was interpolated from observed gravity values.
 GD0454
 GD0454;                    North         East    Units  Estimated Accuracy
 GD0454;SPC KY1Z     - 1,023,650.    1,220,170.      MT  (+/- 180 meters Scaled)
 GD0454
 GD0454                          SUPERSEDED SURVEY CONTROL
 GD0454
 GD0454  NGVD 29 (??/??/??)  111.912  (m)          367.16   (f) ADJUSTED    1 2
 GD0454
 GD0454.Superseded values are not recommended for survey control.
 GD0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0454.See file dsdata.txt to determine how the superseded data were derived.
 GD0454
 GD0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF322415(NAD 83)
 GD0454_MARKER: DB = BENCH MARK DISK
 GD0454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0454_SP_SET: BUILDING
 GD0454_STAMPING: D 17 1933
 GD0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0454+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 GD0454
 GD0454  HISTORY     - Date     Condition        Report By
 GD0454  HISTORY     - 1933     MONUMENTED       CGS
 GD0454  HISTORY     - 1948     GOOD             CGS
 GD0454  HISTORY     - 20020817 GOOD             USACE
 GD0454
 GD0454                          STATION DESCRIPTION
 GD0454
 GD0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0454'AT FULTON.
 GD0454'AT FULTON, AT THE NORTHWEST CORNER OF THE JUNCTION OF MAIN AND
 GD0454'WASHINGTON STREETS, SET IN THE TOP OF THE NORTHEAST CORNER OF
 GD0454'THE TOP STONE STEP AT THE MAIN ENTRANCE TO THE POST OFFICE
 GD0454'BUILDING.
 GD0454
 GD0454                          STATION RECOVERY (2002)
 GD0454
 GD0454'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0454'OLD POST OFFICE IS NOW FULTON PUBLIC LIBRARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2529 ***********************************************************************
 GY2529  DESIGNATION -  D 170
 GY2529  PID         -  GY2529
 GY2529  STATE/COUNTY-  KY/BREATHITT
 GY2529  USGS QUAD   -  COWCREEK (1961)
 GY2529
 GY2529                         *CURRENT SURVEY CONTROL
 GY2529  ___________________________________________________________________
 GY2529* NAD 83(1986)-  37 27 57.     (N)    083 32 27.     (W)     SCALED    
 GY2529* NAVD 88     -       279.340  (meters)     916.47   (feet)  ADJUSTED  
 GY2529  ___________________________________________________________________
 GY2529  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GY2529  DYNAMIC HT  -         279.123 (meters)     915.76  (feet)  COMP
 GY2529  MODELED GRAV-     979,846.6   (mgal)                       NAVD 88
 GY2529
 GY2529  VERT ORDER  -  SECOND    CLASS 0
 GY2529
 GY2529.The horizontal coordinates were scaled from a topographic map and have
 GY2529.an estimated accuracy of +/- 6 seconds.
 GY2529
 GY2529.The orthometric height was determined by differential leveling
 GY2529.and adjusted by the National Geodetic Survey in June 1991..
 GY2529
 GY2529.The geoid height was determined by GEOID03.
 GY2529
 GY2529.The dynamic height is computed by dividing the NAVD 88
 GY2529.geopotential number by the normal gravity value computed on the
 GY2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2529.degrees latitude (g = 980.6199 gals.).
 GY2529
 GY2529.The modeled gravity was interpolated from observed gravity values.
 GY2529
 GY2529;                    North         East    Units  Estimated Accuracy
 GY2529;SPC KY1Z     - 1,128,000.    1,695,400.      MT  (+/- 180 meters Scaled)
 GY2529
 GY2529                          SUPERSEDED SURVEY CONTROL
 GY2529
 GY2529  NGVD 29 (??/??/92)  279.498  (m)          916.99   (f) ADJ UNCH    2 0
 GY2529
 GY2529.Superseded values are not recommended for survey control.
 GY2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2529.See file dsdata.txt to determine how the superseded data were derived.
 GY2529
 GY2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB752495(NAD 83)
 GY2529_MARKER: DB = BENCH MARK DISK
 GY2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2529_STAMPING: D 170 1950 916.986
 GY2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2529+STABILITY: SURFACE MOTION
 GY2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2529+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GY2529
 GY2529  HISTORY     - Date     Condition        Report By
 GY2529  HISTORY     - 1950     MONUMENTED       CGS
 GY2529  HISTORY     - 1957     GOOD             NGS
 GY2529  HISTORY     - 20020730 GOOD             KYDT
 GY2529
 GY2529                          STATION DESCRIPTION
 GY2529
 GY2529'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2529'1.6 MI SW FROM TURKEY.
 GY2529'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE
 GY2529'SCHOOL AT TURKEY, ABOUT 0.55 MILE EAST OF THE BREATHITT-OWSLEY
 GY2529'COUNTY LINE, ABOUT 150 YARDS WEST OF THE JUNCTION OF A PRIVATE
 GY2529'ROAD LEADING WEST PARALLEL TO HIGHWAY, AT THE EAST END OF A CUT,
 GY2529'30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET WEST OF
 GY2529'THE CENTER LINE OF A DRIVE SOUTH TO A PASTURED HOLLOW, 10 FEET
 GY2529'NORTH OF A RAIL FENCE, 16 FEET SOUTH OF THE WEST END OF A 12-INCH
 GY2529'CORRUGATED PIPE CULVERT UNDER DRIVE SOUTH, ABOUT LEVEL WITH THE
 GY2529'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GY2529
 GY2529                          STATION RECOVERY (1957)
 GY2529
 GY2529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2529'RECOVERED IN GOOD CONDITION.
 GY2529
 GY2529                          STATION RECOVERY (2002)
 GY2529
 GY2529'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2529'MARK IS 11.5 FEET SOUTH OF A CURVE/45 MPH ROAD SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1905 ***********************************************************************
 GY1905  DESIGNATION -  D 171
 GY1905  PID         -  GY1905
 GY1905  STATE/COUNTY-  KY/BREATHITT
 GY1905  USGS QUAD   -  HADDIX (1972)
 GY1905
 GY1905                         *CURRENT SURVEY CONTROL
 GY1905  ___________________________________________________________________
 GY1905* NAD 83(1986)-  37 28 52.     (N)    083 22 26.     (W)     SCALED    
 GY1905* NAVD 88     -       232.353  (meters)     762.31   (feet)  ADJUSTED  
 GY1905  ___________________________________________________________________
 GY1905  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GY1905  DYNAMIC HT  -         232.174 (meters)     761.72  (feet)  COMP
 GY1905  MODELED GRAV-     979,858.2   (mgal)                       NAVD 88
 GY1905
 GY1905  VERT ORDER  -  FIRST     CLASS I
 GY1905
 GY1905.The horizontal coordinates were scaled from a topographic map and have
 GY1905.an estimated accuracy of +/- 6 seconds.
 GY1905
 GY1905.The orthometric height was determined by differential leveling
 GY1905.and adjusted by the National Geodetic Survey in June 1991..
 GY1905.WARNING-Repeat measurements at this control monument indicate possible
 GY1905.vertical movement.
 GY1905
 GY1905.The geoid height was determined by GEOID03.
 GY1905
 GY1905.The dynamic height is computed by dividing the NAVD 88
 GY1905.geopotential number by the normal gravity value computed on the
 GY1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1905.degrees latitude (g = 980.6199 gals.).
 GY1905
 GY1905.The modeled gravity was interpolated from observed gravity values.
 GY1905
 GY1905;                    North         East    Units  Estimated Accuracy
 GY1905;SPC KY1Z     - 1,130,060.    1,710,120.      MT  (+/- 180 meters Scaled)
 GY1905
 GY1905                          SUPERSEDED SURVEY CONTROL
 GY1905
 GY1905  NGVD 29 (??/??/92)  232.510  (m)          762.83   (f) ADJ UNCH    1 1
 GY1905
 GY1905.Superseded values are not recommended for survey control.
 GY1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1905.See file dsdata.txt to determine how the superseded data were derived.
 GY1905
 GY1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB901508(NAD 83)
 GY1905_MARKER: DB = BENCH MARK DISK
 GY1905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1905_SP_SET: BUILDING
 GY1905_STAMPING: D 171 1950 762.902
 GY1905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1905
 GY1905  HISTORY     - Date     Condition        Report By
 GY1905  HISTORY     - 1950     MONUMENTED       CGS
 GY1905  HISTORY     - 1967     GOOD             NGS
 GY1905
 GY1905                          STATION DESCRIPTION
 GY1905
 GY1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1905'8.4 MI SE FROM JACKSON.
 GY1905'ABOUT 8.45 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1905'RAILROAD FROM THE STATION AT JACKSON, AT THE RESIDENCE OF MR.
 GY1905'JOHN STRONG, 0.2 MILE SOUTHWEST OF MILEPOST NUMBER 206, 2 RAILS
 GY1905'NORTHEAST OF THE CROSSING OF THE RAILROAD AND A PRIVATE ROAD,
 GY1905'48 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, SET IN THE
 GY1905'TOP OF THE NORTHEAST END OF THE 4TH CONCRETE STEP ABOVE THE BOTTOM
 GY1905'OF A FLIGHT OF STEPS, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 GY1905'TRACK.  NOTE-- THE CONCRETE STEP IN WHICH THE DISK IS SET IS
 GY1905'CRACKED BUT APPEARS TO BE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2144 ***********************************************************************
 GY2144  DESIGNATION -  D 172
 GY2144  PID         -  GY2144
 GY2144  STATE/COUNTY-  KY/PERRY
 GY2144  USGS QUAD   -  BUCKHORN (1979)
 GY2144
 GY2144                         *CURRENT SURVEY CONTROL
 GY2144  ___________________________________________________________________
 GY2144* NAD 83(1986)-  37 22 12.     (N)    083 27 54.     (W)     SCALED    
 GY2144* NAVD 88     -       228.352  (meters)     749.18   (feet)  ADJUSTED  
 GY2144  ___________________________________________________________________
 GY2144  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GY2144  DYNAMIC HT  -         228.174 (meters)     748.60  (feet)  COMP
 GY2144  MODELED GRAV-     979,843.9   (mgal)                       NAVD 88
 GY2144
 GY2144  VERT ORDER  -  SECOND    CLASS 0
 GY2144
 GY2144.The horizontal coordinates were scaled from a topographic map and have
 GY2144.an estimated accuracy of +/- 6 seconds.
 GY2144
 GY2144.The orthometric height was determined by differential leveling
 GY2144.and adjusted by the National Geodetic Survey in June 1991..
 GY2144
 GY2144.The geoid height was determined by GEOID03.
 GY2144
 GY2144.The dynamic height is computed by dividing the NAVD 88
 GY2144.geopotential number by the normal gravity value computed on the
 GY2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2144.degrees latitude (g = 980.6199 gals.).
 GY2144
 GY2144.The modeled gravity was interpolated from observed gravity values.
 GY2144
 GY2144;                    North         East    Units  Estimated Accuracy
 GY2144;SPC KY1Z     - 1,117,530.    1,702,370.      MT  (+/- 180 meters Scaled)
 GY2144
 GY2144                          SUPERSEDED SURVEY CONTROL
 GY2144
 GY2144  NGVD 29 (??/??/92)  228.518  (m)          749.73   (f) ADJ UNCH    2 0
 GY2144
 GY2144.Superseded values are not recommended for survey control.
 GY2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2144.See file dsdata.txt to determine how the superseded data were derived.
 GY2144
 GY2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB817387(NAD 83)
 GY2144_MARKER: DB = BENCH MARK DISK
 GY2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2144_STAMPING: D 172 1950 749.729
 GY2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2144+STABILITY: SURFACE MOTION
 GY2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2144+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1996
 GY2144
 GY2144  HISTORY     - Date     Condition        Report By
 GY2144  HISTORY     - 1950     MONUMENTED       CGS
 GY2144  HISTORY     - 1957     GOOD             NGS
 GY2144  HISTORY     - 19960625 GOOD             KYDT
 GY2144
 GY2144                          STATION DESCRIPTION
 GY2144
 GY2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2144'2.4 MI S FROM CROCKETTSVILLE.
 GY2144'ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 315 FROM THE POST
 GY2144'OFFICE AT CROCKETTSVILLE, THENCE ABOUT 1.8 MILES SOUTH ALONG A
 GY2144'GRAVEL ROAD WHICH FORDS MIDDLE FORK OF KENTUCKY RIVER, ABOUT
 GY2144'0.2 MILE NORTHWEST OF A BRIDGE ACROSS CAM JOHNSON BRANCH, 29 1/2
 GY2144'FEET EAST OF THE EAST CORNER OF JOHNSON BAPTIST CHURCH, 20 FEET
 GY2144'EAST OF THE CENTER OF A WELL, 10 FEET SOUTHWEST OF THE CENTER
 GY2144'LINE OF OLD ROAD BED, 54 FEET SOUTHWEST OF THE CENTER LINE OF NEW
 GY2144'ROAD, 2 FEET NORTHEAST OF CHURCH YARD FENCE, 37 FEET NORTHWEST OF
 GY2144'A POWER POLE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 GY2144'ABOUT 7 FEET BELOW THE NEW ROAD, ABOUT LEVEL WITH OLD ROAD BED
 GY2144'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GY2144
 GY2144                          STATION RECOVERY (1957)
 GY2144
 GY2144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2144'RECOVERED IN GOOD CONDITION.
 GY2144
 GY2144                          STATION RECOVERY (1996)
 GY2144
 GY2144'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2144'13.9 FEET SOUTHWEST OF CENTERLINE OF OLD ROAD, 36.3 FEET NORTHWEST OF
 GY2144'A POWER POLE, ABOUT 10.5 FEET BELOW NEW ROAD AND 2 FEET BELOW OLD
 GY2144'ROAD, 19.2 FEET SOUTHEAST AND INLINE WITH TOP STONE STEP LEADING TO
 GY2144'JOHNSON CHURCH FROM OLD ROAD, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1936 ***********************************************************************
 GY1936  DESIGNATION -  D 173
 GY1936  PID         -  GY1936
 GY1936  STATE/COUNTY-  KY/PERRY
 GY1936  USGS QUAD   -  KRYPTON (1972)
 GY1936
 GY1936                         *CURRENT SURVEY CONTROL
 GY1936  ___________________________________________________________________
 GY1936* NAD 83(1986)-  37 20 06.     (N)    083 21 24.     (W)     SCALED    
 GY1936* NAVD 88     -       244.085  (meters)     800.80   (feet)  ADJUSTED  
 GY1936  ___________________________________________________________________
 GY1936  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GY1936  DYNAMIC HT  -         243.896 (meters)     800.18  (feet)  COMP
 GY1936  MODELED GRAV-     979,848.7   (mgal)                       NAVD 88
 GY1936
 GY1936  VERT ORDER  -  FIRST     CLASS I
 GY1936
 GY1936.The horizontal coordinates were scaled from a topographic map and have
 GY1936.an estimated accuracy of +/- 6 seconds.
 GY1936
 GY1936.The orthometric height was determined by differential leveling
 GY1936.and adjusted by the National Geodetic Survey in June 1991..
 GY1936.WARNING-Repeat measurements at this control monument indicate possible
 GY1936.vertical movement.
 GY1936
 GY1936.The geoid height was determined by GEOID03.
 GY1936
 GY1936.The dynamic height is computed by dividing the NAVD 88
 GY1936.geopotential number by the normal gravity value computed on the
 GY1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1936.degrees latitude (g = 980.6199 gals.).
 GY1936
 GY1936.The modeled gravity was interpolated from observed gravity values.
 GY1936
 GY1936;                    North         East    Units  Estimated Accuracy
 GY1936;SPC KY1Z     - 1,113,890.    1,712,060.      MT  (+/- 180 meters Scaled)
 GY1936
 GY1936                          SUPERSEDED SURVEY CONTROL
 GY1936
 GY1936  NGVD 29 (??/??/92)  244.258  (m)          801.37   (f) ADJ UNCH    1 1
 GY1936
 GY1936.Superseded values are not recommended for survey control.
 GY1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1936.See file dsdata.txt to determine how the superseded data were derived.
 GY1936
 GY1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB912346(NAD 83)
 GY1936_MARKER: DB = BENCH MARK DISK
 GY1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1936_STAMPING: D 173 1950 801.386
 GY1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1936+STABILITY: SURFACE MOTION
 GY1936
 GY1936  HISTORY     - Date     Condition        Report By
 GY1936  HISTORY     - 1950     MONUMENTED       CGS
 GY1936  HISTORY     - 1967     GOOD             NGS
 GY1936
 GY1936                          STATION DESCRIPTION
 GY1936
 GY1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1936'1 MI S FROM CHAVIES.
 GY1936'ABOUT 1.0 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY1936'FROM DUFFS GENERAL STORE AT CHAVIES, 112 YARDS SOUTH OF MILEPOST
 GY1936'224, 35 1/2 FEET WEST OF THE WEST RAIL OF THE TRACK, 48 YARDS
 GY1936'EAST OF THE CENTERLINE OF A PAVED ROAD, 7 1/2 FEET NORTH OF A
 GY1936'15-INCH ELM TREE, 2.5 FEET FROM A METAL WITNESS POST, ABOUT 2
 GY1936'FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 GY1936'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2261 ***********************************************************************
 GY2261  DESIGNATION -  D 174
 GY2261  PID         -  GY2261
 GY2261  STATE/COUNTY-  KY/PERRY
 GY2261  USGS QUAD   -  KRYPTON (1972)
 GY2261
 GY2261                         *CURRENT SURVEY CONTROL
 GY2261  ___________________________________________________________________
 GY2261* NAD 83(1986)-  37 17 01.     (N)    083 19 39.     (W)     SCALED    
 GY2261* NAVD 88     -       346.266  (meters)    1136.04   (feet)  ADJUSTED  
 GY2261  ___________________________________________________________________
 GY2261  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY2261  DYNAMIC HT  -         345.997 (meters)    1135.16  (feet)  COMP
 GY2261  MODELED GRAV-     979,843.1   (mgal)                       NAVD 88
 GY2261
 GY2261  VERT ORDER  -  SECOND    CLASS 0
 GY2261
 GY2261.The horizontal coordinates were scaled from a topographic map and have
 GY2261.an estimated accuracy of +/- 6 seconds.
 GY2261
 GY2261.The orthometric height was determined by differential leveling
 GY2261.and adjusted by the National Geodetic Survey in June 1991..
 GY2261
 GY2261.The geoid height was determined by GEOID03.
 GY2261
 GY2261.The dynamic height is computed by dividing the NAVD 88
 GY2261.geopotential number by the normal gravity value computed on the
 GY2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2261.degrees latitude (g = 980.6199 gals.).
 GY2261
 GY2261.The modeled gravity was interpolated from observed gravity values.
 GY2261
 GY2261;                    North         East    Units  Estimated Accuracy
 GY2261;SPC KY1Z     - 1,108,250.    1,714,790.      MT  (+/- 180 meters Scaled)
 GY2261
 GY2261                          SUPERSEDED SURVEY CONTROL
 GY2261
 GY2261  NGVD 29 (??/??/92)  346.43   (m)         1136.6    (f) COMPUTED    2 0
 GY2261
 GY2261.Superseded values are not recommended for survey control.
 GY2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2261.See file dsdata.txt to determine how the superseded data were derived.
 GY2261
 GY2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB936288(NAD 83)
 GY2261_MARKER: DB = BENCH MARK DISK
 GY2261_SETTING: 66 = SET IN ROCK OUTCROP
 GY2261_SP_SET: ROCK LAYER
 GY2261_STAMPING: D 174 1950 1136.615
 GY2261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2261+STABILITY: POSITION/ELEVATION WELL
 GY2261
 GY2261  HISTORY     - Date     Condition        Report By
 GY2261  HISTORY     - 1950     MONUMENTED       CGS
 GY2261  HISTORY     - 1957     POOR             NGS
 GY2261
 GY2261                          STATION DESCRIPTION
 GY2261
 GY2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2261'1.8 MI NW FROM YERKES.
 GY2261'ABOUT 1.75 MILES NORTHWEST AND WEST ALONG A GRAVEL ROAD LEADING
 GY2261'TO KRYPTON FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION
 GY2261'AT YERKES, ABOUT 0.1 MILE NORTHWEST OF A SMALL STORE, SET
 GY2261'VERTICALLY IN THE SMOOTH VERTICAL FACE OF A 2-FOOT THICK LAYER
 GY2261'OF ROCK, 31 FEET SOUTHEAST OF THE NORTHWEST END OF THE EXPOSED
 GY2261'PART OF SAME ROCK, 19 FEET NORTHEAST OF THE CENTER LINE OF THE
 GY2261'ROAD AND ABOUT 3 1/2 FEET ABOVE THE ROAD.
 GY2261
 GY2261                          STATION RECOVERY (1957)
 GY2261
 GY2261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2261'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2111 ***********************************************************************
 GY2111  DESIGNATION -  D 175
 GY2111  PID         -  GY2111
 GY2111  STATE/COUNTY-  KY/PERRY
 GY2111  USGS QUAD   -  NOBLE (1976)
 GY2111
 GY2111                         *CURRENT SURVEY CONTROL
 GY2111  ___________________________________________________________________
 GY2111* NAD 83(1986)-  37 22 47.     (N)    083 14 21.     (W)     SCALED    
 GY2111* NAVD 88     -       271.707  (meters)     891.43   (feet)  ADJUSTED  
 GY2111  ___________________________________________________________________
 GY2111  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GY2111  DYNAMIC HT  -         271.497 (meters)     890.74  (feet)  COMP
 GY2111  MODELED GRAV-     979,851.1   (mgal)                       NAVD 88
 GY2111
 GY2111  VERT ORDER  -  SECOND    CLASS 0
 GY2111
 GY2111.The horizontal coordinates were scaled from a topographic map and have
 GY2111.an estimated accuracy of +/- 6 seconds.
 GY2111
 GY2111.The orthometric height was determined by differential leveling
 GY2111.and adjusted by the National Geodetic Survey in June 1991..
 GY2111
 GY2111.The geoid height was determined by GEOID03.
 GY2111
 GY2111.The dynamic height is computed by dividing the NAVD 88
 GY2111.geopotential number by the normal gravity value computed on the
 GY2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2111.degrees latitude (g = 980.6199 gals.).
 GY2111
 GY2111.The modeled gravity was interpolated from observed gravity values.
 GY2111
 GY2111;                    North         East    Units  Estimated Accuracy
 GY2111;SPC KY1Z     - 1,119,120.    1,722,340.      MT  (+/- 180 meters Scaled)
 GY2111
 GY2111                          SUPERSEDED SURVEY CONTROL
 GY2111
 GY2111  NGVD 29 (??/??/92)  271.875  (m)          891.98   (f) ADJ UNCH    2 0
 GY2111
 GY2111.Superseded values are not recommended for survey control.
 GY2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2111.See file dsdata.txt to determine how the superseded data were derived.
 GY2111
 GY2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB017393(NAD 83)
 GY2111_MARKER: DB = BENCH MARK DISK
 GY2111_SETTING: 80 = SET IN A BOULDER
 GY2111_SP_SET: BOULDER
 GY2111_STAMPING: D 175 1950 891.977
 GY2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2111+STABILITY: SURFACE MOTION
 GY2111
 GY2111  HISTORY     - Date     Condition        Report By
 GY2111  HISTORY     - 1950     MONUMENTED       CGS
 GY2111  HISTORY     - 1956     POOR             NGS
 GY2111
 GY2111                          STATION DESCRIPTION
 GY2111
 GY2111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2111'1.8 MI NW FROM DICE.
 GY2111'1.75 MILES NORTHWEST ALONG A ROAD FOLLOWING LOST CREEK FROM THE
 GY2111'POST OFFICE AND MOUTH OF SIXTEENMILE CREEK AT DICE, ABOUT
 GY2111'0.65 MILE SOUTHEAST OF MILLERS SCHOOL, ABOUT 0.1 MILE NORTHWEST
 GY2111'OF JONES STORE, SET VERTICALLY ON THE NEARLY VERTICAL EAST FACE
 GY2111'OF A LARGE 12-FOOT HIGH BOULDER WHICH IS BETWEEN ROAD AND CREEK,
 GY2111'22 FEET SOUTHWEST OF CENTER OF ROAD, 4 1/2 FEET SOUTH OF NORTHEAST
 GY2111'CORNER OF THE BOULDER, ABOUT 4 FEET ABOVE GROUND AND ABOUT 2 1/2
 GY2111'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0406 ***********************************************************************
 GZ0406  DESIGNATION -  D 176
 GZ0406  PID         -  GZ0406
 GZ0406  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0406  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0406
 GZ0406                         *CURRENT SURVEY CONTROL
 GZ0406  ___________________________________________________________________
 GZ0406* NAD 83(1986)-  37 16 26.     (N)    084 21 30.     (W)     SCALED    
 GZ0406* NAVD 88     -       294.413  (meters)     965.92   (feet)  ADJUSTED  
 GZ0406  ___________________________________________________________________
 GZ0406  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GZ0406  DYNAMIC HT  -         294.194 (meters)     965.20  (feet)  COMP
 GZ0406  MODELED GRAV-     979,878.5   (mgal)                       NAVD 88
 GZ0406
 GZ0406  VERT ORDER  -  SECOND    CLASS 0
 GZ0406
 GZ0406.The horizontal coordinates were scaled from a topographic map and have
 GZ0406.an estimated accuracy of +/- 6 seconds.
 GZ0406
 GZ0406.The orthometric height was determined by differential leveling
 GZ0406.and adjusted by the National Geodetic Survey in June 1991..
 GZ0406
 GZ0406.The geoid height was determined by GEOID03.
 GZ0406
 GZ0406.The dynamic height is computed by dividing the NAVD 88
 GZ0406.geopotential number by the normal gravity value computed on the
 GZ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0406.degrees latitude (g = 980.6199 gals.).
 GZ0406
 GZ0406.The modeled gravity was interpolated from observed gravity values.
 GZ0406
 GZ0406;                    North         East    Units  Estimated Accuracy
 GZ0406;SPC KY1Z     - 1,105,310.    1,623,420.      MT  (+/- 180 meters Scaled)
 GZ0406
 GZ0406                          SUPERSEDED SURVEY CONTROL
 GZ0406
 GZ0406  NGVD 29 (??/??/92)  294.581  (m)          966.47   (f) ADJ UNCH    2 0
 GZ0406
 GZ0406.Superseded values are not recommended for survey control.
 GZ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0406.See file dsdata.txt to determine how the superseded data were derived.
 GZ0406
 GZ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG342285(NAD 83)
 GZ0406_MARKER: DB = BENCH MARK DISK
 GZ0406_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0406_SP_SET: ROCK OUTCROP
 GZ0406_STAMPING: D 176 1950 966.471
 GZ0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0406+STABILITY: POSITION/ELEVATION WELL
 GZ0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0406+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 GZ0406
 GZ0406  HISTORY     - Date     Condition        Report By
 GZ0406  HISTORY     - 1950     MONUMENTED       CGS
 GZ0406  HISTORY     - 1958     GOOD             NGS
 GZ0406  HISTORY     - 20050428 GOOD             KYTC
 GZ0406
 GZ0406                          STATION DESCRIPTION
 GZ0406
 GZ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0406'1.8 MI S FROM SAND SPRINGS.
 GZ0406'ABOUT 1.85 MILES SOUTH ALONG A ROAD FROM THE POST OFFICE AT
 GZ0406'SAND SPRINGS, ABOUT 0.4 MILE NORTH ALONG ROAD FROM THE JUNCTION
 GZ0406'OF A ROAD WEST TO HANSFORD POST OFFICE, AT A HOUSE, SET IN THE
 GZ0406'TOP OF A LARGE OUTCROP OF LIMESTONE ON NORTH SIDE OF A DITCH,
 GZ0406'153 FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE, 108 FEET SOUTHEAST
 GZ0406'AND ACROSS DRIVEWAY AND ROAD FROM THE SOUTHEAST CORNER OF AN
 GZ0406'ABANDONED STORE BUILDING, 44 FEET EAST AND ACROSS DRIVE
 GZ0406'FROM CENTER LINE OF THE ROAD, 33 FEET NORTHEAST OF THE EAST END
 GZ0406'OF A 30-INCH PIPE CULVERT UNDER ROAD, 18 1/2 FEET EAST OF THE
 GZ0406'CENTER LINE OF DRIVE AND ABOUT 6 FEET ABOVE THE ROAD.
 GZ0406
 GZ0406                          STATION RECOVERY (1958)
 GZ0406
 GZ0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0406'RECOVERED IN GOOD CONDITION.
 GZ0406
 GZ0406                          STATION RECOVERY (2005)
 GZ0406
 GZ0406'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1004 ***********************************************************************
 GZ1004  DESIGNATION -  D 178
 GZ1004  PID         -  GZ1004
 GZ1004  STATE/COUNTY-  KY/PULASKI
 GZ1004  USGS QUAD   -  WOODSTOCK (1979)
 GZ1004
 GZ1004                         *CURRENT SURVEY CONTROL
 GZ1004  ___________________________________________________________________
 GZ1004* NAD 83(1986)-  37 16 36.     (N)    084 34 21.     (W)     SCALED    
 GZ1004* NAVD 88     -       280.153  (meters)     919.14   (feet)  ADJUSTED  
 GZ1004  ___________________________________________________________________
 GZ1004  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GZ1004  DYNAMIC HT  -         279.938 (meters)     918.43  (feet)  COMP
 GZ1004  MODELED GRAV-     979,854.9   (mgal)                       NAVD 88
 GZ1004
 GZ1004  VERT ORDER  -  SECOND    CLASS 0
 GZ1004
 GZ1004.The horizontal coordinates were scaled from a topographic map and have
 GZ1004.an estimated accuracy of +/- 6 seconds.
 GZ1004
 GZ1004.The orthometric height was determined by differential leveling
 GZ1004.and adjusted by the National Geodetic Survey in June 1991..
 GZ1004
 GZ1004.The geoid height was determined by GEOID03.
 GZ1004
 GZ1004.The dynamic height is computed by dividing the NAVD 88
 GZ1004.geopotential number by the normal gravity value computed on the
 GZ1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1004.degrees latitude (g = 980.6199 gals.).
 GZ1004
 GZ1004.The modeled gravity was interpolated from observed gravity values.
 GZ1004
 GZ1004;                    North         East    Units  Estimated Accuracy
 GZ1004;SPC KY1Z     - 1,105,350.    1,604,420.      MT  (+/- 180 meters Scaled)
 GZ1004
 GZ1004                          SUPERSEDED SURVEY CONTROL
 GZ1004
 GZ1004  NGVD 29 (??/??/92)  280.306  (m)          919.64   (f) ADJ UNCH    2 0
 GZ1004
 GZ1004.Superseded values are not recommended for survey control.
 GZ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1004.See file dsdata.txt to determine how the superseded data were derived.
 GZ1004
 GZ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG152283(NAD 83)
 GZ1004_MARKER: DB = BENCH MARK DISK
 GZ1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1004_STAMPING: D 178 1950
 GZ1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1004+STABILITY: SURFACE MOTION
 GZ1004
 GZ1004  HISTORY     - Date     Condition        Report By
 GZ1004  HISTORY     - 1950     MONUMENTED       CGS
 GZ1004  HISTORY     - 1958     GOOD             NGS
 GZ1004  HISTORY     - 1984     MARK NOT FOUND   KYDT
 GZ1004
 GZ1004                          STATION DESCRIPTION
 GZ1004
 GZ1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1004'5 MI E FROM EUBANK.
 GZ1004'ABOUT 4.1 MILES EAST ALONG STATE HIGHWAY 70 FROM THE JUNCTION
 GZ1004'OF U.S. HIGHWAY 27 AND EUBANK CHURCH AT EUBANK, THENCE ABOUT
 GZ1004'0.9 MILE NORTH AND EAST ALONG A ROAD LEADING TO WOODSTOCK, ABOUT
 GZ1004'0.2 MILE WEST OF THE JUNCTION OF A ROAD LEADING NORTHEAST TO
 GZ1004'CLARENCE, ABOUT 150 YARDS NORTHEAST OF THE NORTHEAST END OF A
 GZ1004'BRIDGE OVER BUCK CREEK, ON THE OUTSIDE OF A CURVE IN THE ROAD
 GZ1004'WITH TANGENTS EXTENDING SOUTHWEST AND EAST, 22 1/2 FEET
 GZ1004'NORTHWEST OF THE CENTER LINE OF THE ROAD, 14 FEET NORTHEAST OF
 GZ1004'THE CENTER OF A FARM DRIVE TO A FIELD, 15 FEET WEST OF A LONE
 GZ1004'24-INCH SHELL BARK HICKORY TREE, 1 1/2 FEET NORTH OF A WHITE
 GZ1004'WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF
 GZ1004'A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK MAY BE
 GZ1004'REACHED FROM THE CROSSROADS AT WOODSTOCK, PULASKI COUNTY BY
 GZ1004'GOING ABOUT 1.6 MILES WEST ALONG A GRAVEL ROAD, THENCE ABOUT 2.05
 GZ1004'MILES NORTHWEST AND WEST ALONG A ROAD.
 GZ1004
 GZ1004                          STATION RECOVERY (1958)
 GZ1004
 GZ1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1004'RECOVERED IN GOOD CONDITION.
 GZ1004
 GZ1004                          STATION RECOVERY (1984)
 GZ1004
 GZ1004'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0421 ***********************************************************************
 GZ0421  DESIGNATION -  D 179
 GZ0421  PID         -  GZ0421
 GZ0421  STATE/COUNTY-  KY/PULASKI
 GZ0421  USGS QUAD   -  SHOPVILLE (1987)
 GZ0421
 GZ0421                         *CURRENT SURVEY CONTROL
 GZ0421  ___________________________________________________________________
 GZ0421* NAD 83(1986)-  37 14 37.     (N)    084 25 53.     (W)     SCALED    
 GZ0421* NAVD 88     -       326.699  (meters)    1071.85   (feet)  ADJUSTED  
 GZ0421  ___________________________________________________________________
 GZ0421  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GZ0421  DYNAMIC HT  -         326.455 (meters)    1071.04  (feet)  COMP
 GZ0421  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 GZ0421
 GZ0421  VERT ORDER  -  SECOND    CLASS 0
 GZ0421
 GZ0421.The horizontal coordinates were scaled from a topographic map and have
 GZ0421.an estimated accuracy of +/- 6 seconds.
 GZ0421
 GZ0421.The orthometric height was determined by differential leveling
 GZ0421.and adjusted by the National Geodetic Survey in June 1991..
 GZ0421
 GZ0421.The geoid height was determined by GEOID03.
 GZ0421
 GZ0421.The dynamic height is computed by dividing the NAVD 88
 GZ0421.geopotential number by the normal gravity value computed on the
 GZ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0421.degrees latitude (g = 980.6199 gals.).
 GZ0421
 GZ0421.The modeled gravity was interpolated from observed gravity values.
 GZ0421
 GZ0421;                    North         East    Units  Estimated Accuracy
 GZ0421;SPC KY1Z     - 1,101,850.    1,616,990.      MT  (+/- 180 meters Scaled)
 GZ0421
 GZ0421                          SUPERSEDED SURVEY CONTROL
 GZ0421
 GZ0421  NGVD 29 (??/??/92)  326.864  (m)         1072.39   (f) ADJ UNCH    2 0
 GZ0421
 GZ0421.Superseded values are not recommended for survey control.
 GZ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0421.See file dsdata.txt to determine how the superseded data were derived.
 GZ0421
 GZ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG278249(NAD 83)
 GZ0421_MARKER: DB = BENCH MARK DISK
 GZ0421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0421_SP_SET: CULVERT
 GZ0421_STAMPING: D 179 1950 1072.386
 GZ0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0421
 GZ0421  HISTORY     - Date     Condition        Report By
 GZ0421  HISTORY     - 1950     MONUMENTED       CGS
 GZ0421  HISTORY     - 1958     GOOD             NGS
 GZ0421
 GZ0421                          STATION DESCRIPTION
 GZ0421
 GZ0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0421'2.6 MI S FROM LEVEL GREEN.
 GZ0421'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 461 FROM THE POST
 GZ0421'OFFICE AT LEVEL GREEN, AT THE JUNCTION OF A DIM ROAD SOUTHEAST
 GZ0421'TO PLATO, SET IN THE TOP OF A LIMESTONE OUTCROP, 65 FEET
 GZ0421'NORTHEAST OF THE CENTER OF THE JUNCTION, 55 FEET EAST OF THE
 GZ0421'CENTER LINE OF THE HIGHWAY, 36 1/2 FEET NORTHEAST OF THE NORTH
 GZ0421'END OF AN 18-INCH PIPE CULVERT UNDER ROAD SOUTHEAST, AND ABOUT
 GZ0421'3 FEET ABOVE THE HIGHWAY.
 GZ0421
 GZ0421                          STATION RECOVERY (1958)
 GZ0421
 GZ0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0444 ***********************************************************************
 HB0444  DESIGNATION -  D 18
 HB0444  PID         -  HB0444
 HB0444  STATE/COUNTY-  KY/MCCRACKEN
 HB0444  USGS QUAD   -  PADUCAH EAST (1982)
 HB0444
 HB0444                         *CURRENT SURVEY CONTROL
 HB0444  ___________________________________________________________________
 HB0444* NAD 83(1986)-  37 03 14.     (N)    088 36 34.     (W)     SCALED    
 HB0444* NAVD 88     -       103.265  (meters)     338.80   (feet)  ADJUSTED  
 HB0444  ___________________________________________________________________
 HB0444  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB0444  DYNAMIC HT  -         103.188 (meters)     338.54  (feet)  COMP
 HB0444  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 HB0444
 HB0444  VERT ORDER  -  SECOND    CLASS 0
 HB0444
 HB0444.The horizontal coordinates were scaled from a topographic map and have
 HB0444.an estimated accuracy of +/- 6 seconds.
 HB0444
 HB0444.The orthometric height was determined by differential leveling
 HB0444.and adjusted by the National Geodetic Survey in June 1991..
 HB0444
 HB0444.The geoid height was determined by GEOID03.
 HB0444
 HB0444.The dynamic height is computed by dividing the NAVD 88
 HB0444.geopotential number by the normal gravity value computed on the
 HB0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0444.degrees latitude (g = 980.6199 gals.).
 HB0444
 HB0444.The modeled gravity was interpolated from observed gravity values.
 HB0444
 HB0444;                    North         East    Units  Estimated Accuracy
 HB0444;SPC KY1Z     - 1,083,870.    1,245,690.      MT  (+/- 180 meters Scaled)
 HB0444
 HB0444                          SUPERSEDED SURVEY CONTROL
 HB0444
 HB0444  NGVD 29 (??/??/??)  103.280  (m)          338.84   (f) ADJUSTED    2 0
 HB0444
 HB0444.Superseded values are not recommended for survey control.
 HB0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0444.See file dsdata.txt to determine how the superseded data were derived.
 HB0444
 HB0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG568020(NAD 83)
 HB0444_MARKER: DB = BENCH MARK DISK
 HB0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0444_STAMPING: D 18 1933
 HB0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0444+STABILITY: SURFACE MOTION
 HB0444
 HB0444  HISTORY     - Date     Condition        Report By
 HB0444  HISTORY     - 1933     MONUMENTED       CGS
 HB0444  HISTORY     - 1972     GOOD             NGS
 HB0444  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 HB0444
 HB0444                          STATION DESCRIPTION
 HB0444
 HB0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HB0444'1 MI S FROM PADUCAH.
 HB0444'ABOUT ONE MILE ALONG THE ILLINOIS CENTRAL RAILROAD FROM UNION
 HB0444'STATION AT PADUCAH, MC CRACKEN COUNTY, TWO RAILS SOUTH OF
 HB0444'MILEPOST 226, 700 FEET NORTH OF THE PADUCAH AND ILLINOIS RAILROAD
 HB0444'VIADUCT, 40 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK,
 HB0444'AND 18 FEET NORTH OF THE NORTHWEST CORNER OF A HOGPEN.  A STANDARD
 HB0444'DISK, STAMPED D 18 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HB0444
 HB0444                          STATION RECOVERY (1972)
 HB0444
 HB0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0444'RECOVERED IN GOOD CONDITION.
 HB0444
 HB0444                          STATION RECOVERY (2003)
 HB0444
 HB0444'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2564 ***********************************************************************
 GZ2564  DESIGNATION -  D 180 RESET 1979
 GZ2564  PID         -  GZ2564
 GZ2564  STATE/COUNTY-  KY/PULASKI
 GZ2564  USGS QUAD   -  BILLOWS (1987)
 GZ2564
 GZ2564                         *CURRENT SURVEY CONTROL
 GZ2564  ___________________________________________________________________
 GZ2564* NAD 83(1986)-  37 09 28.     (N)    084 19 38.     (W)     SCALED    
 GZ2564* NAVD 88     -       273.66   (meters)     897.8    (feet)  RESET     
 GZ2564  ___________________________________________________________________
 GZ2564  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 GZ2564
 GZ2564  VERT ORDER  -  THIRD
 GZ2564
 GZ2564.The horizontal coordinates were scaled from a topographic map and have
 GZ2564.an estimated accuracy of +/- 6 seconds.
 GZ2564
 GZ2564.The orthometric height was computed from unverified reset data.
 GZ2564.No vertical observational check was made to the station.
 GZ2564
 GZ2564.The geoid height was determined by GEOID03.
 GZ2564
 GZ2564;                    North         East    Units  Estimated Accuracy
 GZ2564;SPC KY1Z     - 1,092,460.    1,626,380.      MT  (+/- 180 meters Scaled)
 GZ2564
 GZ2564                          SUPERSEDED SURVEY CONTROL
 GZ2564
 GZ2564  NGVD 29 (10/08/05)  273.83   (m)          898.4    (f) RESET       3  
 GZ2564
 GZ2564.Superseded values are not recommended for survey control.
 GZ2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2564.See file dsdata.txt to determine how the superseded data were derived.
 GZ2564
 GZ2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG373157(NAD 83)
 GZ2564_MARKER: DB = BENCH MARK DISK
 GZ2564_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ2564_SP_SET: CULVERT
 GZ2564_STAMPING: D 180 RESET 1979
 GZ2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2564+STABILITY: SURFACE MOTION
 GZ2564
 GZ2564  HISTORY     - Date     Condition        Report By
 GZ2564  HISTORY     - 1979     MONUMENTED       NGS
 GZ2564
 GZ2564                          STATION DESCRIPTION
 GZ2564
 GZ2564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GZ2564'1.0 MI WEST FROM BILLOWS.
 GZ2564'1.0 MILE WEST ALONG STATE HIGHWAY 80 FROM THE BRIDGE OVER LINE CREEK
 GZ2564'IN BILLOWS, IN THE TOP AND NORTHWEST END OF A 10 BY 10 FOOT
 GZ2564'CONCRETE BOX CULVERT AND ABOUT 150 FEET EAST OF A ROAD SOUTH TO
 GZ2564'CHIMNEY ROCK BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2644 ***********************************************************************
 GY2644  DESIGNATION -  D 183
 GY2644  PID         -  GY2644
 GY2644  STATE/COUNTY-  KY/CLAY
 GY2644  USGS QUAD   -  PORTERSBURG (1979)
 GY2644
 GY2644                         *CURRENT SURVEY CONTROL
 GY2644  ___________________________________________________________________
 GY2644* NAD 83(1986)-  37 13 42.     (N)    083 55 26.     (W)     SCALED    
 GY2644* NAVD 88     -       313.136  (meters)    1027.35   (feet)  ADJUSTED  
 GY2644  ___________________________________________________________________
 GY2644  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GY2644  DYNAMIC HT  -         312.887 (meters)    1026.53  (feet)  COMP
 GY2644  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 GY2644
 GY2644  VERT ORDER  -  SECOND    CLASS 0
 GY2644
 GY2644.The horizontal coordinates were scaled from a topographic map and have
 GY2644.an estimated accuracy of +/- 6 seconds.
 GY2644
 GY2644.The orthometric height was determined by differential leveling
 GY2644.and adjusted by the National Geodetic Survey in June 1991..
 GY2644
 GY2644.The geoid height was determined by GEOID03.
 GY2644
 GY2644.The dynamic height is computed by dividing the NAVD 88
 GY2644.geopotential number by the normal gravity value computed on the
 GY2644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2644.degrees latitude (g = 980.6199 gals.).
 GY2644
 GY2644.The modeled gravity was interpolated from observed gravity values.
 GY2644
 GY2644;                    North         East    Units  Estimated Accuracy
 GY2644;SPC KY1Z     - 1,100,920.    1,662,040.      MT  (+/- 180 meters Scaled)
 GY2644
 GY2644                          SUPERSEDED SURVEY CONTROL
 GY2644
 GY2644  NGVD 29 (??/??/92)  313.289  (m)         1027.85   (f) ADJ UNCH    2 0
 GY2644
 GY2644.Superseded values are not recommended for survey control.
 GY2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2644.See file dsdata.txt to determine how the superseded data were derived.
 GY2644
 GY2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB405242(NAD 83)
 GY2644_MARKER: DB = BENCH MARK DISK
 GY2644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2644_SP_SET: CULVERT
 GY2644_STAMPING: D 183 1950 1027.849
 GY2644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2644
 GY2644  HISTORY     - Date     Condition        Report By
 GY2644  HISTORY     - 1950     MONUMENTED       CGS
 GY2644  HISTORY     - 1957     GOOD             NGS
 GY2644
 GY2644                          STATION DESCRIPTION
 GY2644
 GY2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2644'0.2 MI SW FROM BENGE.
 GY2644'ABOUT 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 472 FROM THE POST
 GY2644'OFFICE AT BENGE, 113 FEET WEST OF THE CENTER OF THE JUNCTION OF
 GY2644'A GRAVEL ROAD NORTH, 157 FEET WEST OF THE SOUTHWEST CORNER OF A
 GY2644'STORE BUILDING, SET IN THE TOP OF THE EAST END OF THE NORTH HEAD
 GY2644'WALL OF A 4-FOOT SKEW CULVERT UNDER HIGHWAY, 17 FEET NORTH OF THE
 GY2644'CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW THE HIGHWAY.
 GY2644
 GY2644                          STATION RECOVERY (1957)
 GY2644
 GY2644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0315 ***********************************************************************
 GZ0315  DESIGNATION -  D 184
 GZ0315  PID         -  GZ0315
 GZ0315  STATE/COUNTY-  KY/JACKSON
 GZ0315  USGS QUAD   -  PARROT (1976)
 GZ0315
 GZ0315                         *CURRENT SURVEY CONTROL
 GZ0315  ___________________________________________________________________
 GZ0315* NAD 83(1986)-  37 15 58.     (N)    084 02 15.     (W)     SCALED    
 GZ0315* NAVD 88     -       295.740  (meters)     970.27   (feet)  ADJUSTED  
 GZ0315  ___________________________________________________________________
 GZ0315  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GZ0315  DYNAMIC HT  -         295.509 (meters)     969.52  (feet)  COMP
 GZ0315  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 GZ0315
 GZ0315  VERT ORDER  -  SECOND    CLASS 0
 GZ0315
 GZ0315.The horizontal coordinates were scaled from a topographic map and have
 GZ0315.an estimated accuracy of +/- 6 seconds.
 GZ0315
 GZ0315.The orthometric height was determined by differential leveling
 GZ0315.and adjusted by the National Geodetic Survey in June 1991..
 GZ0315
 GZ0315.The geoid height was determined by GEOID03.
 GZ0315
 GZ0315.The dynamic height is computed by dividing the NAVD 88
 GZ0315.geopotential number by the normal gravity value computed on the
 GZ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0315.degrees latitude (g = 980.6199 gals.).
 GZ0315
 GZ0315.The modeled gravity was interpolated from observed gravity values.
 GZ0315
 GZ0315;                    North         East    Units  Estimated Accuracy
 GZ0315;SPC KY1Z     - 1,104,920.    1,651,890.      MT  (+/- 180 meters Scaled)
 GZ0315
 GZ0315                          SUPERSEDED SURVEY CONTROL
 GZ0315
 GZ0315  NGVD 29 (??/??/92)  295.899  (m)          970.80   (f) ADJ UNCH    2 0
 GZ0315
 GZ0315.Superseded values are not recommended for survey control.
 GZ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0315.See file dsdata.txt to determine how the superseded data were derived.
 GZ0315
 GZ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG627285(NAD 83)
 GZ0315_MARKER: DB = BENCH MARK DISK
 GZ0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0315_STAMPING: D 184 1950 970.795
 GZ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0315+STABILITY: SURFACE MOTION
 GZ0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0315+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 GZ0315
 GZ0315  HISTORY     - Date     Condition        Report By
 GZ0315  HISTORY     - 1950     MONUMENTED       CGS
 GZ0315  HISTORY     - 1957     GOOD             NGS
 GZ0315  HISTORY     - 20050425 GOOD             KYTC
 GZ0315
 GZ0315                          STATION DESCRIPTION
 GZ0315
 GZ0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0315'1.8 MI NE FROM GREENMOUNT.
 GZ0315'ABOUT 1.8 MILES NORTHEAST ALONG STATE HIGHWAY 30 FROM THE
 GZ0315'JUNCTION OF STATE HIGHWAY 585 AT GREENMOUNT, ABOUT 0.8 MILE
 GZ0315'NORTH OF BRIDGE OVER ROCKCASTLE RIVER, ABOUT 0.15 MILE NORTHWEST
 GZ0315'OF THE LAUREL-JACKSON COUNTY LINE, ABOUT 0.45 MILE SOUTH OF A
 GZ0315'BRIDGE OVER MOORES CREEK, AT THE JUNCTION OF A DIM ROAD SOUTH,
 GZ0315'35 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 35 FEET
 GZ0315'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 16 1/2 FEET
 GZ0315'NORTHEAST OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A
 GZ0315'24-INCH PIPE CULVERT UNDER HIGHWAY, 8 1/2 FEET SOUTHEAST OF THE
 GZ0315'CENTER OF A SMALL WASH, 1 1/2 FEET OF A WHITE WOODEN WITNESS
 GZ0315'POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 GZ0315'CONCRETE POST PROJECTING 6 INCHES.
 GZ0315
 GZ0315                          STATION RECOVERY (1957)
 GZ0315
 GZ0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0315'RECOVERED IN GOOD CONDITION.
 GZ0315
 GZ0315                          STATION RECOVERY (2005)
 GZ0315
 GZ0315'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0315'MARK IS AT THE NORTHWEST END OF A GRAVEL PULL-OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2631 ***********************************************************************
 GY2631  DESIGNATION -  D 185
 GY2631  PID         -  GY2631
 GY2631  STATE/COUNTY-  KY/CLAY
 GY2631  USGS QUAD   -  PORTERSBURG (1979)
 GY2631
 GY2631                         *CURRENT SURVEY CONTROL
 GY2631  ___________________________________________________________________
 GY2631* NAD 83(1986)-  37 14 40.     (N)    083 54 58.     (W)     SCALED    
 GY2631* NAVD 88     -       335.284  (meters)    1100.01   (feet)  ADJUSTED  
 GY2631  ___________________________________________________________________
 GY2631  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GY2631  DYNAMIC HT  -         335.018 (meters)    1099.14  (feet)  COMP
 GY2631  MODELED GRAV-     979,827.0   (mgal)                       NAVD 88
 GY2631
 GY2631  VERT ORDER  -  SECOND    CLASS 0
 GY2631
 GY2631.The horizontal coordinates were scaled from a topographic map and have
 GY2631.an estimated accuracy of +/- 6 seconds.
 GY2631
 GY2631.The orthometric height was determined by differential leveling
 GY2631.and adjusted by the National Geodetic Survey in June 1991..
 GY2631
 GY2631.The geoid height was determined by GEOID03.
 GY2631
 GY2631.The dynamic height is computed by dividing the NAVD 88
 GY2631.geopotential number by the normal gravity value computed on the
 GY2631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2631.degrees latitude (g = 980.6199 gals.).
 GY2631
 GY2631.The modeled gravity was interpolated from observed gravity values.
 GY2631
 GY2631;                    North         East    Units  Estimated Accuracy
 GY2631;SPC KY1Z     - 1,102,720.    1,662,700.      MT  (+/- 180 meters Scaled)
 GY2631
 GY2631                          SUPERSEDED SURVEY CONTROL
 GY2631
 GY2631  NGVD 29 (??/??/92)  335.437  (m)         1100.51   (f) ADJ UNCH    2 0
 GY2631
 GY2631.Superseded values are not recommended for survey control.
 GY2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2631.See file dsdata.txt to determine how the superseded data were derived.
 GY2631
 GY2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB413259(NAD 83)
 GY2631_MARKER: DB = BENCH MARK DISK
 GY2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2631_STAMPING: D 183 1950 1100.513
 GY2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2631+STABILITY: SURFACE MOTION
 GY2631
 GY2631  HISTORY     - Date     Condition        Report By
 GY2631  HISTORY     - 1950     MONUMENTED       CGS
 GY2631  HISTORY     - 1957     GOOD             NGS
 GY2631
 GY2631                          STATION DESCRIPTION
 GY2631
 GY2631'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2631'1.4 MI NW FROM BENGE.
 GY2631'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 472 FROM THE POST OFFICE
 GY2631'AT BENGE, THENCE ABOUT 1.25 MILES NORTHWEST ALONG A GRAVEL ROAD,
 GY2631'AT A FARM ENTRANCE INTO A FIELD, BETWEEN TWO BENCH CUTS, ABOUT
 GY2631'100 YARDS SOUTHWEST OF RESIDENCE OF MILBURN HOUSE, 39 FEET
 GY2631'NORTHWEST OF THE CENTER LINE OF THE ROAD, 25 1/2 FEET NORTHWEST
 GY2631'OF THE NORTHWEST END OF A 36-INCH PIPE CULVERT UNDER ROAD, 9
 GY2631'FEET NORTHEAST OF THE CENTER LINE OF DRIVE, 1 1/2 FEET SOUTH OF
 GY2631'A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW THE ROAD AND
 GY2631'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- THE
 GY2631'MARK IS ALSO 27.5 FEET NORTH OF THE SOUTHWEST GATEPOST (GATE TO A
 GY2631'FIELD), AND 23.4 FEET NORTHWEST OF THE NORTHEAST GATEPOST.
 GY2631
 GY2631                          STATION RECOVERY (1957)
 GY2631
 GY2631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2573 ***********************************************************************
 GY2573  DESIGNATION -  D 186
 GY2573  PID         -  GY2573
 GY2573  STATE/COUNTY-  KY/CLAY
 GY2573  USGS QUAD   -  MAULDEN (1979)
 GY2573
 GY2573                         *CURRENT SURVEY CONTROL
 GY2573  ___________________________________________________________________
 GY2573* NAD 83(1986)-  37 18 03.     (N)    083 47 38.     (W)     SCALED    
 GY2573* NAVD 88     -       263.260  (meters)     863.71   (feet)  ADJUSTED  
 GY2573  ___________________________________________________________________
 GY2573  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GY2573  DYNAMIC HT  -         263.054 (meters)     863.04  (feet)  COMP
 GY2573  MODELED GRAV-     979,840.4   (mgal)                       NAVD 88
 GY2573
 GY2573  VERT ORDER  -  SECOND    CLASS 0
 GY2573
 GY2573.The horizontal coordinates were scaled from a topographic map and have
 GY2573.an estimated accuracy of +/- 6 seconds.
 GY2573
 GY2573.The orthometric height was determined by differential leveling
 GY2573.and adjusted by the National Geodetic Survey in June 1991..
 GY2573
 GY2573.The geoid height was determined by GEOID03.
 GY2573
 GY2573.The dynamic height is computed by dividing the NAVD 88
 GY2573.geopotential number by the normal gravity value computed on the
 GY2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2573.degrees latitude (g = 980.6199 gals.).
 GY2573
 GY2573.The modeled gravity was interpolated from observed gravity values.
 GY2573
 GY2573;                    North         East    Units  Estimated Accuracy
 GY2573;SPC KY1Z     - 1,109,190.    1,673,410.      MT  (+/- 180 meters Scaled)
 GY2573
 GY2573                          SUPERSEDED SURVEY CONTROL
 GY2573
 GY2573  NGVD 29 (??/??/92)  263.421  (m)          864.24   (f) ADJ UNCH    2 0
 GY2573
 GY2573.Superseded values are not recommended for survey control.
 GY2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2573.See file dsdata.txt to determine how the superseded data were derived.
 GY2573
 GY2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB523319(NAD 83)
 GY2573_MARKER: DB = BENCH MARK DISK
 GY2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2573_STAMPING: D 186 1950 864.240
 GY2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2573+STABILITY: SURFACE MOTION
 GY2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2573+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2001
 GY2573
 GY2573  HISTORY     - Date     Condition        Report By
 GY2573  HISTORY     - 1950     MONUMENTED       CGS
 GY2573  HISTORY     - 1957     GOOD             NGS
 GY2573  HISTORY     - 20010829 GOOD             KYDT
 GY2573
 GY2573                          STATION DESCRIPTION
 GY2573
 GY2573'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2573'0.9 MI N FROM CHESTNUTBURG.
 GY2573'ABOUT 0.9 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY2573'AT CHESTNUTBURG, AN SOUTH SLOPE OF A HILL, 42 FEET SOUTH OF THE
 GY2573'SOUTHEAST CORNER OF A BARN, 38 FEET EAST OF THE CENTER LINE OF
 GY2573'THE ROAD, 25 1/2 FEET SOUTHWEST OF A LONE 20-INCH SYCAMORE TREE,
 GY2573'13 1/2 FEET EAST OF THE CENTER OF A SMALL STREAM, 1 1/2 FEET
 GY2573'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 GY2573'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GY2573
 GY2573                          STATION RECOVERY (1957)
 GY2573
 GY2573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2573'RECOVERED IN GOOD CONDITION.
 GY2573
 GY2573                          STATION RECOVERY (2001)
 GY2573
 GY2573'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY2573'MARK IS 6 FEET WEST OF SMALL DOG HOUSE AND ACROSS ROAD FROM GRAVEL
 GY2573'DRIVE TO 1 STORY BLUE FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2453 ***********************************************************************
 GY2453  DESIGNATION -  D 187
 GY2453  PID         -  GY2453
 GY2453  STATE/COUNTY-  KY/CLAY
 GY2453  USGS QUAD   -  BIG CREEK (1979)
 GY2453
 GY2453                         *CURRENT SURVEY CONTROL
 GY2453  ___________________________________________________________________
 GY2453* NAD 83(1986)-  37 09 24.     (N)    083 35 23.     (W)     SCALED    
 GY2453* NAVD 88     -       258.382  (meters)     847.71   (feet)  ADJUSTED  
 GY2453  ___________________________________________________________________
 GY2453  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GY2453  DYNAMIC HT  -         258.174 (meters)     847.03  (feet)  COMP
 GY2453  MODELED GRAV-     979,820.3   (mgal)                       NAVD 88
 GY2453
 GY2453  VERT ORDER  -  SECOND    CLASS 0
 GY2453
 GY2453.The horizontal coordinates were scaled from a topographic map and have
 GY2453.an estimated accuracy of +/- 6 seconds.
 GY2453
 GY2453.The orthometric height was determined by differential leveling
 GY2453.and adjusted by the National Geodetic Survey in June 1991..
 GY2453
 GY2453.The geoid height was determined by GEOID03.
 GY2453
 GY2453.The dynamic height is computed by dividing the NAVD 88
 GY2453.geopotential number by the normal gravity value computed on the
 GY2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2453.degrees latitude (g = 980.6199 gals.).
 GY2453
 GY2453.The modeled gravity was interpolated from observed gravity values.
 GY2453
 GY2453;                    North         East    Units  Estimated Accuracy
 GY2453;SPC KY1Z     - 1,093,600.    1,691,870.      MT  (+/- 180 meters Scaled)
 GY2453
 GY2453                          SUPERSEDED SURVEY CONTROL
 GY2453
 GY2453  NGVD 29 (??/??/92)  258.54   (m)          848.2    (f) COMPUTED    2 0
 GY2453
 GY2453.Superseded values are not recommended for survey control.
 GY2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2453.See file dsdata.txt to determine how the superseded data were derived.
 GY2453
 GY2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB700153(NAD 83)
 GY2453_MARKER: DB = BENCH MARK DISK
 GY2453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2453_SP_SET: BRIDGE
 GY2453_STAMPING: D 187 1935 848.230
 GY2453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2453
 GY2453  HISTORY     - Date     Condition        Report By
 GY2453  HISTORY     - 1950     MONUMENTED       CGS
 GY2453  HISTORY     - 1957     GOOD             NGS
 GY2453
 GY2453                          STATION DESCRIPTION
 GY2453
 GY2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2453'1.6 MI W FROM BIG CREEK.
 GY2453'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GY2453'AT BIG CREEK, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 GY2453'ABUTMENT OF A CONCRETE AND STEEL BRIDGE OVER RED BIRD RIVER,
 GY2453'13 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND
 GY2453'ABOUT LEVEL WITH THE HIGHWAY.
 GY2453
 GY2453                          STATION RECOVERY (1957)
 GY2453
 GY2453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3382 ***********************************************************************
 GY3382  DESIGNATION -  D 187 RESET
 GY3382  PID         -  GY3382
 GY3382  STATE/COUNTY-  KY/CLAY
 GY3382  USGS QUAD   -  BIG CREEK (1979)
 GY3382
 GY3382                         *CURRENT SURVEY CONTROL
 GY3382  ___________________________________________________________________
 GY3382* NAD 83(1986)-  37 09 24.     (N)    083 35 23.     (W)     SCALED    
 GY3382* NAVD 88     -       260.74   (meters)     855.4    (feet)  RESET     
 GY3382  ___________________________________________________________________
 GY3382  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GY3382
 GY3382  VERT ORDER  -  THIRD
 GY3382
 GY3382.The horizontal coordinates were scaled from a topographic map and have
 GY3382.an estimated accuracy of +/- 6 seconds.
 GY3382
 GY3382.The orthometric height was computed from unverified reset data.
 GY3382.No vertical observational check was made to the station.
 GY3382
 GY3382.The geoid height was determined by GEOID03.
 GY3382
 GY3382;                    North         East    Units  Estimated Accuracy
 GY3382;SPC KY1Z     - 1,093,600.    1,691,870.      MT  (+/- 180 meters Scaled)
 GY3382
 GY3382                          SUPERSEDED SURVEY CONTROL
 GY3382
 GY3382.No superseded survey control is available for this station.
 GY3382
 GY3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB700153(NAD 83)
 GY3382_MARKER: DB = BENCH MARK DISK
 GY3382_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GY3382_SP_SET: BRIDGE ABUTMENT
 GY3382_STAMPING: D 187 RESET 1985
 GY3382_MARK LOGO: KYDT  
 GY3382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY3382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY3382+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 GY3382
 GY3382  HISTORY     - Date     Condition        Report By
 GY3382  HISTORY     - 1986     MONUMENTED       KYDT
 GY3382  HISTORY     - 20020328 GOOD             KYDT
 GY3382
 GY3382                          STATION DESCRIPTION
 GY3382
 GY3382'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1986
 GY3382'2.6 KM (1.60 MI) WEST FROM BIG CREEK.
 GY3382'1.6 MI WEST ALONG STATE ROUTE 80 FROM THE BIG CREEK POST OFFICE TO THE
 GY3382'MARK ON THE LEFT, IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE
 GY3382'CONCRETE BRIDGE OVER RED BIRD RIVER, 18 FT SOUTHEAST OF THE BRIDGE
 GY3382'CENTER AND 0.5 FT ABOVE SAME.
 GY3382
 GY3382                          STATION RECOVERY (2002)
 GY3382
 GY3382'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY3382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2686 ***********************************************************************
 GY2686  DESIGNATION -  D 189
 GY2686  PID         -  GY2686
 GY2686  STATE/COUNTY-  KY/CLAY
 GY2686  USGS QUAD   -  HIMA (1979)
 GY2686
 GY2686                         *CURRENT SURVEY CONTROL
 GY2686  ___________________________________________________________________
 GY2686* NAD 83(1986)-  37 05 07.     (N)    083 51 03.     (W)     SCALED    
 GY2686* NAVD 88     -       291.239  (meters)     955.51   (feet)  ADJUSTED  
 GY2686  ___________________________________________________________________
 GY2686  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GY2686  DYNAMIC HT  -         291.005 (meters)     954.74  (feet)  COMP
 GY2686  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 GY2686
 GY2686  VERT ORDER  -  SECOND    CLASS 0
 GY2686
 GY2686.The horizontal coordinates were scaled from a topographic map and have
 GY2686.an estimated accuracy of +/- 6 seconds.
 GY2686
 GY2686.The orthometric height was determined by differential leveling
 GY2686.and adjusted by the National Geodetic Survey in June 1991..
 GY2686
 GY2686.The geoid height was determined by GEOID03.
 GY2686
 GY2686.The dynamic height is computed by dividing the NAVD 88
 GY2686.geopotential number by the normal gravity value computed on the
 GY2686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2686.degrees latitude (g = 980.6199 gals.).
 GY2686
 GY2686.The modeled gravity was interpolated from observed gravity values.
 GY2686
 GY2686;                    North         East    Units  Estimated Accuracy
 GY2686;SPC KY1Z     - 1,085,170.    1,668,850.      MT  (+/- 180 meters Scaled)
 GY2686
 GY2686                          SUPERSEDED SURVEY CONTROL
 GY2686
 GY2686  NGVD 29 (??/??/92)  291.395  (m)          956.02   (f) ADJ UNCH    2 0
 GY2686
 GY2686.Superseded values are not recommended for survey control.
 GY2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2686.See file dsdata.txt to determine how the superseded data were derived.
 GY2686
 GY2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB465081(NAD 83)
 GY2686_MARKER: DB = BENCH MARK DISK
 GY2686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2686_STAMPING: D 189 1950
 GY2686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2686+STABILITY: SURFACE MOTION
 GY2686
 GY2686  HISTORY     - Date     Condition        Report By
 GY2686  HISTORY     - 1950     MONUMENTED       CGS
 GY2686  HISTORY     - 1957     GOOD             NGS
 GY2686  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2686
 GY2686                          STATION DESCRIPTION
 GY2686
 GY2686'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2686'4.8 MI SW FROM SIBERT.
 GY2686'ABOUT 3.8 MILES WEST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GY2686'AT SIBERT, THENCE ABOUT 1.05 MILES SOUTH ALONG A DIM ROAD,
 GY2686'AT THE JUNCTION OF A TRAIL LEADING NORTHEAST UP STEEP HILL TO
 GY2686'A SMALL CEMETERY, 42 FEET EAST OF THE CENTER OF DIM ROAD AT CENTER
 GY2686'OF A WASH, 35 FEET EAST OF THE CENTER LINE OF ROAD, 9 FEET
 GY2686'SOUTHEAST OF THE CENTER LINE OF TRAIL TO CEMETERY, 10 FEET
 GY2686'NORTH OF CENTER OF WASH, 28 FEET NORTHWEST OF A TRIANGULAR
 GY2686'BLAZED 14-INCH SYCAMORE TREE, ABOUT 2 1/2 FEET ABOVE THE ROAD
 GY2686'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GY2686'NOTE-- MARK MAY BE REACHED FROM COTTONGIN BY GOING ABOUT 0.15
 GY2686'MILE SOUTH ALONG STATE HIGHWAY 11 FROM BRIDGE OVER GOOSE CREEK,
 GY2686'THENCE ABOUT 1.0 MILE NORTHWEST ALONG A DIRT ROAD, THENCE ABOUT
 GY2686'2.85 MILES WEST ALONG A DIM ROAD, THENCE ABOUT 0.65 MILE NORTH
 GY2686'ALONG A DIRT ROAD.
 GY2686
 GY2686                          STATION RECOVERY (1957)
 GY2686
 GY2686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2686'RECOVERED IN GOOD CONDITION.
 GY2686
 GY2686                          STATION RECOVERY (1977)
 GY2686
 GY2686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0892 ***********************************************************************
 HA0892  DESIGNATION -  D 19
 HA0892  PID         -  HA0892
 HA0892  STATE/COUNTY-  KY/CALDWELL
 HA0892  USGS QUAD   -  PRINCETON WEST (1967)
 HA0892
 HA0892                         *CURRENT SURVEY CONTROL
 HA0892  ___________________________________________________________________
 HA0892* NAD 83(1986)-  37 06 28.     (N)    087 53 08.     (W)     SCALED    
 HA0892* NAVD 88     -       147.157  (meters)     482.80   (feet)  ADJUSTED  
 HA0892  ___________________________________________________________________
 HA0892  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 HA0892  DYNAMIC HT  -         147.045 (meters)     482.43  (feet)  COMP
 HA0892  MODELED GRAV-     979,870.5   (mgal)                       NAVD 88
 HA0892
 HA0892  VERT ORDER  -  FIRST     CLASS I
 HA0892
 HA0892.The horizontal coordinates were scaled from a topographic map and have
 HA0892.an estimated accuracy of +/- 6 seconds.
 HA0892
 HA0892.The orthometric height was determined by differential leveling
 HA0892.and adjusted by the National Geodetic Survey in June 1991..
 HA0892
 HA0892.The geoid height was determined by GEOID03.
 HA0892
 HA0892.The dynamic height is computed by dividing the NAVD 88
 HA0892.geopotential number by the normal gravity value computed on the
 HA0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0892.degrees latitude (g = 980.6199 gals.).
 HA0892
 HA0892.The modeled gravity was interpolated from observed gravity values.
 HA0892
 HA0892;                    North         East    Units  Estimated Accuracy
 HA0892;SPC KY1Z     - 1,088,120.    1,310,200.      MT  (+/- 180 meters Scaled)
 HA0892
 HA0892                          SUPERSEDED SURVEY CONTROL
 HA0892
 HA0892  NGVD 29 (??/??/92)  147.218  (m)          483.00   (f) ADJ UNCH    1 1
 HA0892
 HA0892.Superseded values are not recommended for survey control.
 HA0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0892.See file dsdata.txt to determine how the superseded data were derived.
 HA0892
 HA0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG213071(NAD 83)
 HA0892_MARKER: DB = BENCH MARK DISK
 HA0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0892_STAMPING: D 19 1934
 HA0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0892+STABILITY: SURFACE MOTION
 HA0892
 HA0892  HISTORY     - Date     Condition        Report By
 HA0892  HISTORY     - 1934     MONUMENTED       CGS
 HA0892  HISTORY     - 1968     GOOD             NGS
 HA0892  HISTORY     - 1985     MARK NOT FOUND   NGS
 HA0892
 HA0892                          STATION DESCRIPTION
 HA0892
 HA0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0892'0.4 MI W FROM PRINCETON.
 HA0892'ABOUT 0.2 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS
 HA0892'STATE HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL COUNTY COURTHOUSE
 HA0892'AT PRINCETON TO THE ILLINOIS CENTRAL RAILROAD OVERPASS, THENCE 0.2
 HA0892'MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD, AT THE
 HA0892'CROSSING OF THE RAILROAD AND SOUTH SEMINARY STREET, 41 FEET
 HA0892'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 28 1/2 FEET
 HA0892'NORTHWEST OF THE CENTERLINE OF THE STREET, 51 FEET NORTHWEST AND
 HA0892'ACROSS THE STREET FROM THE WEST CORNER OF THE PRINCETON LUMBER
 HA0892'BUILDING, 66 FEET SOUTHWEST OF THE CENTERLINE OF DEPOT STREET,
 HA0892'43 1/2 FEET SOUTHWEST OF A FIRE HYDRANT, 10 FEET NORTHWEST OF A
 HA0892'POWER POLE WHICH BEARS A STREET LIGHT, ABOUT 1 FOOT BELOW THE LEVEL
 HA0892'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 INCH
 HA0892'BELOW THE SURFACE OF THE GROUND.
 HA0892
 HA0892                          STATION RECOVERY (1985)
 HA0892
 HA0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA0892'THIS AREA IS NOW A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2770 ***********************************************************************
 GY2770  DESIGNATION -  D 190
 GY2770  PID         -  GY2770
 GY2770  STATE/COUNTY-  KY/CLAY
 GY2770  USGS QUAD   -  HIMA (1979)
 GY2770
 GY2770                         *CURRENT SURVEY CONTROL
 GY2770  ___________________________________________________________________
 GY2770* NAD 83(1986)-  37 01 55.     (N)    083 45 53.     (W)     SCALED    
 GY2770* NAVD 88     -       305.107  (meters)    1001.01   (feet)  ADJUSTED  
 GY2770  ___________________________________________________________________
 GY2770  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GY2770  DYNAMIC HT  -         304.861 (meters)    1000.20  (feet)  COMP
 GY2770  MODELED GRAV-     979,816.4   (mgal)                       NAVD 88
 GY2770
 GY2770  VERT ORDER  -  SECOND    CLASS 0
 GY2770
 GY2770.The horizontal coordinates were scaled from a topographic map and have
 GY2770.an estimated accuracy of +/- 6 seconds.
 GY2770
 GY2770.The orthometric height was determined by differential leveling
 GY2770.and adjusted by the National Geodetic Survey in June 1991..
 GY2770
 GY2770.The geoid height was determined by GEOID03.
 GY2770
 GY2770.The dynamic height is computed by dividing the NAVD 88
 GY2770.geopotential number by the normal gravity value computed on the
 GY2770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2770.degrees latitude (g = 980.6199 gals.).
 GY2770
 GY2770.The modeled gravity was interpolated from observed gravity values.
 GY2770
 GY2770;                    North         East    Units  Estimated Accuracy
 GY2770;SPC KY1Z     - 1,079,420.    1,676,630.      MT  (+/- 180 meters Scaled)
 GY2770
 GY2770                          SUPERSEDED SURVEY CONTROL
 GY2770
 GY2770  NGVD 29 (??/??/92)  305.265  (m)         1001.52   (f) ADJ UNCH    2 0
 GY2770
 GY2770.Superseded values are not recommended for survey control.
 GY2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2770.See file dsdata.txt to determine how the superseded data were derived.
 GY2770
 GY2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB540019(NAD 83)
 GY2770_MARKER: DB = BENCH MARK DISK
 GY2770_SETTING: 66 = SET IN ROCK OUTCROP
 GY2770_SP_SET: ROCK LEDGE
 GY2770_STAMPING: D 190 1950 1001.524
 GY2770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2770+STABILITY: POSITION/ELEVATION WELL
 GY2770
 GY2770  HISTORY     - Date     Condition        Report By
 GY2770  HISTORY     - 1950     MONUMENTED       CGS
 GY2770  HISTORY     - 1957     GOOD             NGS
 GY2770
 GY2770                          STATION DESCRIPTION
 GY2770
 GY2770'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2770'7.3 MI NE FROM FOUNT.
 GY2770'ABOUT 2.35 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE
 GY2770'RAILROAD FROM THE ROAD CROSSING AT FOUNT, THENCE ABOUT 4.95 MILES
 GY2770'EAST AND NORTHEAST ALONG A DIRT AND DIM ROAD, ABOUT 1.3 MILES
 GY2770'SOUTHWEST OF UPPER BUZZARD CREEK SCHOOL, ABOUT 300 FEET
 GY2770'SOUTHWEST OF A TRAIL LEADING SOUTHEAST, SET VERTICALLY IN FACE
 GY2770'OF A SANDSTONE LEDGE, 186 FEET SOUTHEAST AND ACROSS ROAD AND
 GY2770'STREAM FROM STONE CHIMNEY OF AN ABANDONED FRAME SHACK, 57 1/2
 GY2770'FEET EAST AND ACROSS ROAD AND STREAM FROM A 12-INCH FORKED ELM
 GY2770'TREE, 15 FEET SOUTH AND ACROSS STREAM FROM CENTER OF ROAD,
 GY2770'8 FEET SOUTH OF CENTER OF STREAM AND ABOUT 3 FEET ABOVE LEVEL
 GY2770'OF ROAD.  NOTE-- MARK MAY BE REACHED FROM OGLE, CLAY COUNTY, BY
 GY2770'GOING ABOUT 0.15 MILE NORTHEAST ALONG A NARROW GRAVEL ROAD FROM
 GY2770'A WOODEN BRIDGE OVER SMALL CREEK AND THE POST OFFICE, THENCE
 GY2770'ABOUT 4.4 MILES NORTHWEST AND WEST ALONG A DIM TRAIL AND DIM
 GY2770'ROAD VIA UPPER BUZZARD CREEK SCHOOL.  NOTE-- THE ROAD HAS BEEN
 GY2770'CHANGED AND THE MARK IS NOW 105 FEET SOUTHEAST OF THE
 GY2770'CENTERLINE OF THE ROAD.
 GY2770
 GY2770                          STATION RECOVERY (1957)
 GY2770
 GY2770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0372 ***********************************************************************
 GB0372  DESIGNATION -  D 191
 GB0372  PID         -  GB0372
 GB0372  STATE/COUNTY-  KY/MCCREARY
 GB0372  USGS QUAD   -  CUMBERLAND FALLS (1981)
 GB0372
 GB0372                         *CURRENT SURVEY CONTROL
 GB0372  ___________________________________________________________________
 GB0372* NAD 83(1986)-  36 48 10.     (N)    084 22 15.     (W)     SCALED    
 GB0372* NAVD 88     -       324.439  (meters)    1064.43   (feet)  ADJUSTED  
 GB0372  ___________________________________________________________________
 GB0372  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GB0372  DYNAMIC HT  -         324.183 (meters)    1063.59  (feet)  COMP
 GB0372  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 GB0372
 GB0372  VERT ORDER  -  SECOND    CLASS 0
 GB0372
 GB0372.The horizontal coordinates were scaled from a topographic map and have
 GB0372.an estimated accuracy of +/- 6 seconds.
 GB0372
 GB0372.The orthometric height was determined by differential leveling
 GB0372.and adjusted by the National Geodetic Survey in June 1991..
 GB0372
 GB0372.The geoid height was determined by GEOID03.
 GB0372
 GB0372.The dynamic height is computed by dividing the NAVD 88
 GB0372.geopotential number by the normal gravity value computed on the
 GB0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0372.degrees latitude (g = 980.6199 gals.).
 GB0372
 GB0372.The modeled gravity was interpolated from observed gravity values.
 GB0372
 GB0372;                    North         East    Units  Estimated Accuracy
 GB0372;SPC KY1Z     - 1,053,010.    1,623,080.      MT  (+/- 180 meters Scaled)
 GB0372
 GB0372                          SUPERSEDED SURVEY CONTROL
 GB0372
 GB0372  NGVD 29 (??/??/92)  324.593  (m)         1064.94   (f) ADJ UNCH    2 0
 GB0372
 GB0372.Superseded values are not recommended for survey control.
 GB0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0372.See file dsdata.txt to determine how the superseded data were derived.
 GB0372
 GB0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF345762(NAD 83)
 GB0372_MARKER: DB = BENCH MARK DISK
 GB0372_SETTING: 66 = SET IN ROCK OUTCROP
 GB0372_SP_SET: ROCK CUT
 GB0372_STAMPING: D 191 1950 1064.936
 GB0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0372+STABILITY: POSITION/ELEVATION WELL
 GB0372
 GB0372  HISTORY     - Date     Condition        Report By
 GB0372  HISTORY     - 1950     MONUMENTED       CGS
 GB0372  HISTORY     - 1957     GOOD             NGS
 GB0372
 GB0372                          STATION DESCRIPTION
 GB0372
 GB0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0372'4 MI SW FROM CUMBERLAND FALLS.
 GB0372'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 90 FROM THE WEST FERRY
 GB0372'LANDING ON THE CUMBERLAND RIVER AT CUMBERLAND FALLS, THENCE ABOUT
 GB0372'1.85 MILES SOUTH ALONG STATE HIGHWAY 700, ABOUT 0.5 MILE NORTH
 GB0372'OF A BRIDGE OVER INDIAN CREEK, AT THE NORTH END OF A CURVE
 GB0372'WITH TANGENTS EXTENDING NORTH AND SOUTHEAST, ON THE SOUTH SLOPE
 GB0372'OF A LONG HILL, SET VERTICALLY IN THE FACE OF A SMALL BENCH ROCK
 GB0372'CUT, 15 FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT 2 1/2
 GB0372'FEET ABOVE ROAD.
 GB0372
 GB0372                          STATION RECOVERY (1957)
 GB0372
 GB0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0254 ***********************************************************************
 GB0254  DESIGNATION -  D 192
 GB0254  PID         -  GB0254
 GB0254  STATE/COUNTY-  KY/MCCREARY
 GB0254  USGS QUAD   -  WHITLEY CITY (1982)
 GB0254
 GB0254                         *CURRENT SURVEY CONTROL
 GB0254  ___________________________________________________________________
 GB0254* NAD 83(1986)-  36 43 40.     (N)    084 26 04.     (W)     SCALED    
 GB0254* NAVD 88     -       397.196  (meters)    1303.13   (feet)  ADJUSTED  
 GB0254  ___________________________________________________________________
 GB0254  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GB0254  DYNAMIC HT  -         396.877 (meters)    1302.09  (feet)  COMP
 GB0254  MODELED GRAV-     979,817.2   (mgal)                       NAVD 88
 GB0254
 GB0254  VERT ORDER  -  SECOND    CLASS 0
 GB0254
 GB0254.The horizontal coordinates were scaled from a topographic map and have
 GB0254.an estimated accuracy of +/- 6 seconds.
 GB0254
 GB0254.The orthometric height was determined by differential leveling
 GB0254.and adjusted by the National Geodetic Survey in June 1991..
 GB0254
 GB0254.The geoid height was determined by GEOID03.
 GB0254
 GB0254.The dynamic height is computed by dividing the NAVD 88
 GB0254.geopotential number by the normal gravity value computed on the
 GB0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0254.degrees latitude (g = 980.6199 gals.).
 GB0254
 GB0254.The modeled gravity was interpolated from observed gravity values.
 GB0254
 GB0254;                    North         East    Units  Estimated Accuracy
 GB0254;SPC KY1Z     - 1,044,610.    1,617,520.      MT  (+/- 180 meters Scaled)
 GB0254
 GB0254                          SUPERSEDED SURVEY CONTROL
 GB0254
 GB0254  NGVD 29 (??/??/92)  397.337  (m)         1303.60   (f) ADJ UNCH    2 0
 GB0254
 GB0254.Superseded values are not recommended for survey control.
 GB0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0254.See file dsdata.txt to determine how the superseded data were derived.
 GB0254
 GB0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF291677(NAD 83)
 GB0254_MARKER: DB = BENCH MARK DISK
 GB0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0254_STAMPING: D 192 1950 1303.596
 GB0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0254+STABILITY: SURFACE MOTION
 GB0254
 GB0254  HISTORY     - Date     Condition        Report By
 GB0254  HISTORY     - 1950     MONUMENTED       CGS
 GB0254  HISTORY     - 1957     GOOD             NGS
 GB0254  HISTORY     - 19960619 MARK NOT FOUND   KYDT
 GB0254
 GB0254                          STATION DESCRIPTION
 GB0254
 GB0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0254'2.3 MI E FROM WHITLEY CITY.
 GB0254'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE COURT HOUSE AT
 GB0254'WHITLEY CITY, THENCE ABOUT 2.1 MILES EAST ALONG A BLACK TOP AND
 GB0254'GRAVEL ROAD, ABOUT 0.3 MILE EAST OF A SIDE ROAD SOUTH, AT THE TOP
 GB0254'OF A GRADE AND AT THE JUNCTION OF A DIM ROAD NORTH, 31 FEET NORTH
 GB0254'OF THE CENTER LINE OF THE ROAD, 28 FEET EAST OF THE CENTER LINE OF
 GB0254'THE DIM ROAD, 7 FEET SOUTHEAST OF A TRIANGULAR BLAZED 6-INCH PINE
 GB0254'TREE, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GB0254'POST PROJECTING 6 INCHES.  NOTE-- THE CONCRETE AROUND THE EDGES
 GB0254'HAS BEEN BROKEN OFF BUT THE MARK AND DISK ARE SOLID.
 GB0254
 GB0254                          STATION RECOVERY (1957)
 GB0254
 GB0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0254'RECOVERED IN GOOD CONDITION.
 GB0254
 GB0254                          STATION RECOVERY (1996)
 GB0254
 GB0254'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0087 ***********************************************************************
 GB0087  DESIGNATION -  D 193
 GB0087  PID         -  GB0087
 GB0087  STATE/COUNTY-  KY/WHITLEY
 GB0087  USGS QUAD   -  ROCKHOLDS (1981)
 GB0087
 GB0087                         *CURRENT SURVEY CONTROL
 GB0087  ___________________________________________________________________
 GB0087* NAD 83(1986)-  36 49 41.     (N)    084 07 02.     (W)     SCALED    
 GB0087* NAVD 88     -       300.311  (meters)     985.27   (feet)  ADJUSTED  
 GB0087  ___________________________________________________________________
 GB0087  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB0087  DYNAMIC HT  -         300.063 (meters)     984.46  (feet)  COMP
 GB0087  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 GB0087
 GB0087  VERT ORDER  -  SECOND    CLASS 0
 GB0087
 GB0087.The horizontal coordinates were scaled from a topographic map and have
 GB0087.an estimated accuracy of +/- 6 seconds.
 GB0087
 GB0087.The orthometric height was determined by differential leveling
 GB0087.and adjusted by the National Geodetic Survey in June 1991..
 GB0087
 GB0087.The geoid height was determined by GEOID03.
 GB0087
 GB0087.The dynamic height is computed by dividing the NAVD 88
 GB0087.geopotential number by the normal gravity value computed on the
 GB0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0087.degrees latitude (g = 980.6199 gals.).
 GB0087
 GB0087.The modeled gravity was interpolated from observed gravity values.
 GB0087
 GB0087;                    North         East    Units  Estimated Accuracy
 GB0087;SPC KY1Z     - 1,056,180.    1,645,670.      MT  (+/- 180 meters Scaled)
 GB0087
 GB0087                          SUPERSEDED SURVEY CONTROL
 GB0087
 GB0087  NGVD 29 (??/??/92)  300.470  (m)          985.79   (f) ADJ UNCH    2 0
 GB0087
 GB0087.Superseded values are not recommended for survey control.
 GB0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0087.See file dsdata.txt to determine how the superseded data were derived.
 GB0087
 GB0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF571796(NAD 83)
 GB0087_MARKER: DB = BENCH MARK DISK
 GB0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0087_SP_SET: ABUTMENTS
 GB0087_STAMPING: D 193 1950 985.792
 GB0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0087
 GB0087  HISTORY     - Date     Condition        Report By
 GB0087  HISTORY     - 1950     MONUMENTED       CGS
 GB0087  HISTORY     - 1957     GOOD             NGS
 GB0087
 GB0087                          STATION DESCRIPTION
 GB0087
 GB0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0087'AT ROCKHOLDS.
 GB0087'AT ROCKHOLDS, ABOUT 0.15 MILE NORTHEAST ALONG THE LOUISVILLE
 GB0087'AND NASHVILLE RAILROAD FROM THE STATION, ABOUT 55 YARDS
 GB0087'SOUTHWEST OF A ROAD CROSSING, SET IN THE TOP OF THE NORTHWEST
 GB0087'END OF THE SOUTHWEST ABUTMENT OF RAILROAD BRIDGE NO. 43 OVER
 GB0087'A CREEK, 7 FEET NORTHWEST OF THE NORTHWEST RAIL, 1 1/2 FEET
 GB0087'SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT AND ABOUT 2 FEET
 GB0087'BELOW THE TRACK.
 GB0087
 GB0087                          STATION RECOVERY (1957)
 GB0087
 GB0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0229 ***********************************************************************
 GB0229  DESIGNATION -  D 194
 GB0229  PID         -  GB0229
 GB0229  STATE/COUNTY-  KY/WHITLEY
 GB0229  USGS QUAD   -  ROCKHOLDS (1981)
 GB0229
 GB0229                         *CURRENT SURVEY CONTROL
 GB0229  ___________________________________________________________________
 GB0229* NAD 83(1986)-  36 50 07.     (N)    084 05 13.     (W)     SCALED    
 GB0229* NAVD 88     -       309.286  (meters)    1014.72   (feet)  ADJUSTED  
 GB0229  ___________________________________________________________________
 GB0229  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 GB0229  DYNAMIC HT  -         309.030 (meters)    1013.88  (feet)  COMP
 GB0229  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 GB0229
 GB0229  VERT ORDER  -  SECOND    CLASS 0
 GB0229
 GB0229.The horizontal coordinates were scaled from a topographic map and have
 GB0229.an estimated accuracy of +/- 6 seconds.
 GB0229
 GB0229.The orthometric height was determined by differential leveling
 GB0229.and adjusted by the National Geodetic Survey in June 1991..
 GB0229
 GB0229.The geoid height was determined by GEOID03.
 GB0229
 GB0229.The dynamic height is computed by dividing the NAVD 88
 GB0229.geopotential number by the normal gravity value computed on the
 GB0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0229.degrees latitude (g = 980.6199 gals.).
 GB0229
 GB0229.The modeled gravity was interpolated from observed gravity values.
 GB0229
 GB0229;                    North         East    Units  Estimated Accuracy
 GB0229;SPC KY1Z     - 1,057,030.    1,648,350.      MT  (+/- 180 meters Scaled)
 GB0229
 GB0229                          SUPERSEDED SURVEY CONTROL
 GB0229
 GB0229  NGVD 29 (??/??/92)  309.442  (m)         1015.23   (f) ADJ UNCH    2 0
 GB0229
 GB0229.Superseded values are not recommended for survey control.
 GB0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0229.See file dsdata.txt to determine how the superseded data were derived.
 GB0229
 GB0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF597805(NAD 83)
 GB0229_MARKER: DB = BENCH MARK DISK
 GB0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0229_STAMPING: D 194 1951 1015.228
 GB0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0229+STABILITY: SURFACE MOTION
 GB0229
 GB0229  HISTORY     - Date     Condition        Report By
 GB0229  HISTORY     - 1951     MONUMENTED       CGS
 GB0229  HISTORY     - 1957     GOOD             NGS
 GB0229
 GB0229                          STATION DESCRIPTION
 GB0229
 GB0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0229'2 MI E FROM ROCKHOLDS.
 GB0229'ABOUT 0.15 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0229'FROM THE STATION AT ROCKHOLDS, THENCE ABOUT 1.8 MILES EAST ALONG
 GB0229'A GRAVEL ROAD, ABOUT 100 YARDS EAST OF A 30-FOOT WOODEN BRIDGE OVER
 GB0229'A SMALL CREEK, SET AT THE JUNCTION OF A DRIVE NORTH TO A FARM
 GB0229'HOUSE, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD, 36 FEET WEST
 GB0229'OF THE CENTER LINE OF DRIVE, 2 1/2 FEET EAST OF A POWER POLE WITH
 GB0229'A TRANSFORMER, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 GB0229'A CONCRETE POST PROJECTING 3 INCHES.
 GB0229
 GB0229                          STATION RECOVERY (1957)
 GB0229
 GB0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0174 ***********************************************************************
 GB0174  DESIGNATION -  D 195
 GB0174  PID         -  GB0174
 GB0174  STATE/COUNTY-  KY/WHITLEY
 GB0174  USGS QUAD   -  JELLICO WEST (1979)
 GB0174
 GB0174                         *CURRENT SURVEY CONTROL
 GB0174  ___________________________________________________________________
 GB0174* NAD 83(1986)-  36 37 22.     (N)    084 14 01.     (W)     SCALED    
 GB0174* NAVD 88     -       308.295  (meters)    1011.46   (feet)  ADJUSTED  
 GB0174  ___________________________________________________________________
 GB0174  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB0174  DYNAMIC HT  -         308.033 (meters)    1010.60  (feet)  COMP
 GB0174  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 GB0174
 GB0174  VERT ORDER  -  SECOND    CLASS 0
 GB0174
 GB0174.The horizontal coordinates were scaled from a topographic map and have
 GB0174.an estimated accuracy of +/- 6 seconds.
 GB0174
 GB0174.The orthometric height was determined by differential leveling
 GB0174.and adjusted by the National Geodetic Survey in June 1991..
 GB0174
 GB0174.The geoid height was determined by GEOID03.
 GB0174
 GB0174.The dynamic height is computed by dividing the NAVD 88
 GB0174.geopotential number by the normal gravity value computed on the
 GB0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0174.degrees latitude (g = 980.6199 gals.).
 GB0174
 GB0174.The modeled gravity was interpolated from observed gravity values.
 GB0174
 GB0174;                    North         East    Units  Estimated Accuracy
 GB0174;SPC KY1Z     - 1,033,230.    1,635,650.      MT  (+/- 180 meters Scaled)
 GB0174
 GB0174                          SUPERSEDED SURVEY CONTROL
 GB0174
 GB0174  NGVD 29 (??/??/92)  308.432  (m)         1011.91   (f) ADJ UNCH    2 0
 GB0174
 GB0174.Superseded values are not recommended for survey control.
 GB0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0174.See file dsdata.txt to determine how the superseded data were derived.
 GB0174
 GB0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF473565(NAD 83)
 GB0174_MARKER: DB = BENCH MARK DISK
 GB0174_SETTING: 66 = SET IN ROCK OUTCROP
 GB0174_SP_SET: ROCK OUTCROP
 GB0174_STAMPING: D 195 1951 1011.914
 GB0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0174+STABILITY: POSITION/ELEVATION WELL
 GB0174
 GB0174  HISTORY     - Date     Condition        Report By
 GB0174  HISTORY     - 1951     MONUMENTED       CGS
 GB0174  HISTORY     - 1957     GOOD             NGS
 GB0174
 GB0174                          STATION DESCRIPTION
 GB0174
 GB0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0174'0.7 MI S FROM AYERS.
 GB0174'ABOUT 0.7 MILE SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 GB0174'AYERS, ABOUT 1.05 MILES NORTH OF JUNCTION OF A ROAD SOUTHWEST AND
 GB0174'THE ZION HILL CHURCH AND SCHOOL, SET IN THE TOP OF A FLAT OUTCROP
 GB0174'OF ROCK AT A GROUP OF ABANDONED FARM BUILDINGS, 46 FEET
 GB0174'NORTHWEST OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTH OF A
 GB0174'ROCK CHIMNEY OF AN OLD HOUSE, 20 FEET NORTH OF A FENCE CORNER,
 GB0174'2 FEET WEST OF A FENCE LINE, AND ABOUT 4 FEET BELOW THE ROAD.
 GB0174
 GB0174                          STATION RECOVERY (1957)
 GB0174
 GB0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0487 ***********************************************************************
 GZ0487  DESIGNATION -  D 197
 GZ0487  PID         -  GZ0487
 GZ0487  STATE/COUNTY-  KY/PULASKI
 GZ0487  USGS QUAD   -  ANO (1979)
 GZ0487
 GZ0487                         *CURRENT SURVEY CONTROL
 GZ0487  ___________________________________________________________________
 GZ0487* NAD 83(1986)-  37 06 18.     (N)    084 22 27.     (W)     SCALED    
 GZ0487* NAVD 88     -       371.848  (meters)    1219.97   (feet)  ADJUSTED  
 GZ0487  ___________________________________________________________________
 GZ0487  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 GZ0487  DYNAMIC HT  -         371.564 (meters)    1219.04  (feet)  COMP
 GZ0487  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 GZ0487
 GZ0487  VERT ORDER  -  SECOND    CLASS 0
 GZ0487
 GZ0487.The horizontal coordinates were scaled from a topographic map and have
 GZ0487.an estimated accuracy of +/- 6 seconds.
 GZ0487
 GZ0487.The orthometric height was determined by differential leveling
 GZ0487.and adjusted by the National Geodetic Survey in June 1991..
 GZ0487
 GZ0487.The geoid height was determined by GEOID03.
 GZ0487
 GZ0487.The dynamic height is computed by dividing the NAVD 88
 GZ0487.geopotential number by the normal gravity value computed on the
 GZ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0487.degrees latitude (g = 980.6199 gals.).
 GZ0487
 GZ0487.The modeled gravity was interpolated from observed gravity values.
 GZ0487
 GZ0487;                    North         East    Units  Estimated Accuracy
 GZ0487;SPC KY1Z     - 1,086,550.    1,622,290.      MT  (+/- 180 meters Scaled)
 GZ0487
 GZ0487                          SUPERSEDED SURVEY CONTROL
 GZ0487
 GZ0487  NGVD 29 (??/??/92)  372.015  (m)         1220.52   (f) ADJ UNCH    2 0
 GZ0487
 GZ0487.Superseded values are not recommended for survey control.
 GZ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0487.See file dsdata.txt to determine how the superseded data were derived.
 GZ0487
 GZ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG333097(NAD 83)
 GZ0487_MARKER: DB = BENCH MARK DISK
 GZ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0487_STAMPING: D 197 1950 1220.519
 GZ0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0487+STABILITY: SURFACE MOTION
 GZ0487
 GZ0487  HISTORY     - Date     Condition        Report By
 GZ0487  HISTORY     - 1950     MONUMENTED       CGS
 GZ0487  HISTORY     - 1958     GOOD             NGS
 GZ0487  HISTORY     - 1977     MARK NOT FOUND   USGS
 GZ0487
 GZ0487                          STATION DESCRIPTION
 GZ0487
 GZ0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0487'1.8 MI S FROM ACORN.
 GZ0487'ABOUT 1.75 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GZ0487'ACORN, AT THE JUNCTION OF A DIM ROAD WEST TO BAKERS MINES
 GZ0487'AND A LOGGING ROAD LEADING SOUTHEAST, 40 FEET EAST OF THE
 GZ0487'CENTER LINE OF THE ROAD, 59 FEET SOUTHEAST OF THE CENTER OF
 GZ0487'THE JUNCTION OF ROAD AND ROAD WEST TO BAKERS MINES, 21 FEET
 GZ0487'NORTHEAST OF THE CENTER LINE OF LOGGING ROAD SOUTHEAST, 9 FEET
 GZ0487'NORTH OF A 36-INCH OAK TREE, ABOUT LEVEL WITH THE ROAD AND
 GZ0487'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0487
 GZ0487                          STATION RECOVERY (1958)
 GZ0487
 GZ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0487'RECOVERED IN GOOD CONDITION.
 GZ0487
 GZ0487                          STATION RECOVERY (1977)
 GZ0487
 GZ0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GZ0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0455 ***********************************************************************
 GZ0455  DESIGNATION -  D 198
 GZ0455  PID         -  GZ0455
 GZ0455  STATE/COUNTY-  KY/PULASKI
 GZ0455  USGS QUAD   -  BILLOWS (1987)
 GZ0455
 GZ0455                         *CURRENT SURVEY CONTROL
 GZ0455  ___________________________________________________________________
 GZ0455* NAD 83(1986)-  37 07 53.     (N)    084 18 49.     (W)     SCALED    
 GZ0455* NAVD 88     -       355.428  (meters)    1166.10   (feet)  ADJUSTED  
 GZ0455  ___________________________________________________________________
 GZ0455  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GZ0455  DYNAMIC HT  -         355.158 (meters)    1165.21  (feet)  COMP
 GZ0455  MODELED GRAV-     979,859.2   (mgal)                       NAVD 88
 GZ0455
 GZ0455  VERT ORDER  -  SECOND    CLASS 0
 GZ0455
 GZ0455.The horizontal coordinates were scaled from a topographic map and have
 GZ0455.an estimated accuracy of +/- 6 seconds.
 GZ0455
 GZ0455.The orthometric height was determined by differential leveling
 GZ0455.and adjusted by the National Geodetic Survey in June 1991..
 GZ0455
 GZ0455.The geoid height was determined by GEOID03.
 GZ0455
 GZ0455.The dynamic height is computed by dividing the NAVD 88
 GZ0455.geopotential number by the normal gravity value computed on the
 GZ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0455.degrees latitude (g = 980.6199 gals.).
 GZ0455
 GZ0455.The modeled gravity was interpolated from observed gravity values.
 GZ0455
 GZ0455;                    North         East    Units  Estimated Accuracy
 GZ0455;SPC KY1Z     - 1,089,550.    1,627,630.      MT  (+/- 180 meters Scaled)
 GZ0455
 GZ0455                          SUPERSEDED SURVEY CONTROL
 GZ0455
 GZ0455  NGVD 29 (??/??/92)  355.594  (m)         1166.64   (f) ADJ UNCH    2 0
 GZ0455
 GZ0455.Superseded values are not recommended for survey control.
 GZ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0455.See file dsdata.txt to determine how the superseded data were derived.
 GZ0455
 GZ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG386128(NAD 83)
 GZ0455_MARKER: DB = BENCH MARK DISK
 GZ0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0455_STAMPING: D 198 1950 1166.645
 GZ0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0455+STABILITY: SURFACE MOTION
 GZ0455
 GZ0455  HISTORY     - Date     Condition        Report By
 GZ0455  HISTORY     - 1950     MONUMENTED       CGS
 GZ0455  HISTORY     - 1958     GOOD             NGS
 GZ0455
 GZ0455                          STATION DESCRIPTION
 GZ0455
 GZ0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0455'10.8 MI SE FROM SHOPVILLE.
 GZ0455'ABOUT 7.7 MILES EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0455'SHOPVILLE, THENCE ABOUT 0.2 MILE SOUTH ALONG A DIRT ROAD, THENCE
 GZ0455'ABOUT 2.85 MILES EAST AND SOUTHEAST ALONG A DIRT ROAD, ABOUT 0.45
 GZ0455'MILE NORTHWEST OF RULO SCHOOL, ABOUT 0.1 MILE NORTHWEST OF A DIM
 GZ0455'ROAD EAST, AT THE JUNCTION OF A DIM ROAD LEADING NORTHWEST AT THE
 GZ0455'TOP OF A SHORT STEEP HILL, 45 FEET NORTH OF THE CENTER LINE OF
 GZ0455'THE ROAD, 12 FEET NORTHEAST OF THE CENTER LINE OF THE DIM ROAD
 GZ0455'NORTHWEST, 10 FEET SOUTHWEST OF A 12-INCH TRIANGULAR BLAZED PINE
 GZ0455'TREE, ABOUT 10 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GZ0455'POST PROJECTING 5 INCHES.
 GZ0455
 GZ0455                          STATION RECOVERY (1958)
 GZ0455
 GZ0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1196 ***********************************************************************
 HZ1196  DESIGNATION -  D 2
 HZ1196  PID         -  HZ1196
 HZ1196  STATE/COUNTY-  KY/SPENCER
 HZ1196  USGS QUAD   -  TAYLORSVILLE (1993)
 HZ1196
 HZ1196                         *CURRENT SURVEY CONTROL
 HZ1196  ___________________________________________________________________
 HZ1196* NAD 83(1986)-  38 05 14.     (N)    085 20 19.     (W)     SCALED    
 HZ1196* NAVD 88     -       212.439  (meters)     696.98   (feet)  ADJUSTED  
 HZ1196  ___________________________________________________________________
 HZ1196  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ1196  DYNAMIC HT  -         212.285 (meters)     696.47  (feet)  COMP
 HZ1196  MODELED GRAV-     979,900.1   (mgal)                       NAVD 88
 HZ1196
 HZ1196  VERT ORDER  -  SECOND    CLASS 0
 HZ1196
 HZ1196.The horizontal coordinates were scaled from a topographic map and have
 HZ1196.an estimated accuracy of +/- 6 seconds.
 HZ1196
 HZ1196.The orthometric height was determined by differential leveling
 HZ1196.and adjusted by the National Geodetic Survey in June 1991..
 HZ1196
 HZ1196.The geoid height was determined by GEOID03.
 HZ1196
 HZ1196.The dynamic height is computed by dividing the NAVD 88
 HZ1196.geopotential number by the normal gravity value computed on the
 HZ1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1196.degrees latitude (g = 980.6199 gals.).
 HZ1196
 HZ1196.The modeled gravity was interpolated from observed gravity values.
 HZ1196
 HZ1196;                    North         East    Units  Estimated Accuracy
 HZ1196;SPC KY1Z     - 1,194,730.    1,536,090.      MT  (+/- 180 meters Scaled)
 HZ1196
 HZ1196                          SUPERSEDED SURVEY CONTROL
 HZ1196
 HZ1196  NGVD 29 (??/??/92)  212.596  (m)          697.49   (f) ADJ UNCH    2 0
 HZ1196
 HZ1196.Superseded values are not recommended for survey control.
 HZ1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1196.See file dsdata.txt to determine how the superseded data were derived.
 HZ1196
 HZ1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH456167(NAD 83)
 HZ1196_MARKER: DD = SURVEY DISK
 HZ1196_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ1196_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ1196_STAMPING: D 2 1923 KY
 HZ1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1196
 HZ1196  HISTORY     - Date     Condition        Report By
 HZ1196  HISTORY     - 1923     MONUMENTED       USGS
 HZ1196  HISTORY     - 1935     GOOD             NGS
 HZ1196
 HZ1196                          STATION DESCRIPTION
 HZ1196
 HZ1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HZ1196'4.2 MI N FROM TAYLORSVILLE.
 HZ1196'4.2 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ1196'FROM THE STATION AT TAYLORSVILLE, SPENCER COUNTY, 0.8 MILE
 HZ1196'SOUTH OF NORMANDY, 141 YARDS SOUTH OF A DIRT-ROAD CROSSING,
 HZ1196'114 FEET NORTHEAST OF THE NORTH END OF THE EAST HEADWALL OF A
 HZ1196'STONE CULVERT, 28.6 FEET EAST OF THE EAST RAIL, 2.6 FEET WEST OF
 HZ1196'THE FENCE, AND LEVEL WITH THE TRACK.  A UNITED STATES GEOLOGICAL
 HZ1196'SURVEY STANDARD CAP, STAMPED D 2 1923 KY AND RIVETED ON THE TOP
 HZ1196'OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT ONE FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0428 ***********************************************************************
 GD0428  DESIGNATION -  D 20
 GD0428  PID         -  GD0428
 GD0428  STATE/COUNTY-  KY/GRAVES
 GD0428  USGS QUAD   -  CUBA (1977)
 GD0428
 GD0428                         *CURRENT SURVEY CONTROL
 GD0428  ___________________________________________________________________
 GD0428* NAD 83(1986)-  36 32 50.     (N)    088 41 04.     (W)     SCALED    
 GD0428* NAVD 88     -       160.614  (meters)     526.95   (feet)  ADJUSTED  
 GD0428  ___________________________________________________________________
 GD0428  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0428  DYNAMIC HT  -         160.486 (meters)     526.53  (feet)  COMP
 GD0428  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 GD0428
 GD0428  VERT ORDER  -  SECOND    CLASS 0
 GD0428
 GD0428.The horizontal coordinates were scaled from a topographic map and have
 GD0428.an estimated accuracy of +/- 6 seconds.
 GD0428
 GD0428.The orthometric height was determined by differential leveling
 GD0428.and adjusted by the National Geodetic Survey in June 1991..
 GD0428
 GD0428.The geoid height was determined by GEOID03.
 GD0428
 GD0428.The dynamic height is computed by dividing the NAVD 88
 GD0428.geopotential number by the normal gravity value computed on the
 GD0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0428.degrees latitude (g = 980.6199 gals.).
 GD0428
 GD0428.The modeled gravity was interpolated from observed gravity values.
 GD0428
 GD0428;                    North         East    Units  Estimated Accuracy
 GD0428;SPC KY1Z     - 1,027,870.    1,237,260.      MT  (+/- 180 meters Scaled)
 GD0428
 GD0428                          SUPERSEDED SURVEY CONTROL
 GD0428
 GD0428  NGVD 29 (??/??/??)  160.611  (m)          526.94   (f) ADJUSTED    2 0
 GD0428
 GD0428.Superseded values are not recommended for survey control.
 GD0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0428.See file dsdata.txt to determine how the superseded data were derived.
 GD0428
 GD0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF492459(NAD 83)
 GD0428_MARKER: DB = BENCH MARK DISK
 GD0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0428_STAMPING: D 20 1934
 GD0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0428+STABILITY: SURFACE MOTION
 GD0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0428+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 GD0428
 GD0428  HISTORY     - Date     Condition        Report By
 GD0428  HISTORY     - 1934     MONUMENTED       CGS
 GD0428  HISTORY     - 1975     GOOD             NGS
 GD0428  HISTORY     - 20020817 GOOD             USACE
 GD0428
 GD0428                          STATION DESCRIPTION
 GD0428
 GD0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GD0428'2 MI E FROM PILOT OAK.
 GD0428'ABOUT 2 MILES EAST ALONG GRADED ROAD FROM PILOT OAK, GRAVES COUNTY,
 GD0428'0.2 MILES EAST OF CROSSROAD IN THE YARD OF AN ABANDONED FRAMHOUSE,
 GD0428'17 YARDS EAST OF EAST EDGE OF THE HOUSE, 47 FEET NORTH OF THE
 GD0428'CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A TIN BARN AND ONE FOOT SOUTH
 GD0428'OF A TVA WITNESS POST.  A STANDARD DISK, STAMPED "D 20 1934" AND SET
 GD0428'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GD0428
 GD0428                          STATION RECOVERY (1975)
 GD0428
 GD0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GD0428'RECOVERED IN GOOD CONDITION.
 GD0428
 GD0428                          STATION RECOVERY (2002)
 GD0428
 GD0428'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0428'GRADED ROAD E FROM PILOT OAK IS COLTHARP RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0466 ***********************************************************************
 GZ0466  DESIGNATION -  D 200
 GZ0466  PID         -  GZ0466
 GZ0466  STATE/COUNTY-  KY/LAUREL
 GZ0466  USGS QUAD   -  LONDON SW (1979)
 GZ0466
 GZ0466                         *CURRENT SURVEY CONTROL
 GZ0466  ___________________________________________________________________
 GZ0466* NAD 83(1986)-  37 04 36.     (N)    084 13 46.     (W)     SCALED    
 GZ0466* NAVD 88     -       374.380  (meters)    1228.28   (feet)  ADJUSTED  
 GZ0466  ___________________________________________________________________
 GZ0466  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 GZ0466  DYNAMIC HT  -         374.089 (meters)    1227.32  (feet)  COMP
 GZ0466  MODELED GRAV-     979,840.5   (mgal)                       NAVD 88
 GZ0466
 GZ0466  VERT ORDER  -  SECOND    CLASS 0
 GZ0466
 GZ0466.The horizontal coordinates were scaled from a topographic map and have
 GZ0466.an estimated accuracy of +/- 6 seconds.
 GZ0466
 GZ0466.The orthometric height was determined by differential leveling
 GZ0466.and adjusted by the National Geodetic Survey in June 1991..
 GZ0466
 GZ0466.The geoid height was determined by GEOID03.
 GZ0466
 GZ0466.The dynamic height is computed by dividing the NAVD 88
 GZ0466.geopotential number by the normal gravity value computed on the
 GZ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0466.degrees latitude (g = 980.6199 gals.).
 GZ0466
 GZ0466.The modeled gravity was interpolated from observed gravity values.
 GZ0466
 GZ0466;                    North         East    Units  Estimated Accuracy
 GZ0466;SPC KY1Z     - 1,083,600.    1,635,210.      MT  (+/- 180 meters Scaled)
 GZ0466
 GZ0466                          SUPERSEDED SURVEY CONTROL
 GZ0466
 GZ0466  NGVD 29 (??/??/92)  374.538  (m)         1228.80   (f) ADJ UNCH    2 0
 GZ0466
 GZ0466.Superseded values are not recommended for survey control.
 GZ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0466.See file dsdata.txt to determine how the superseded data were derived.
 GZ0466
 GZ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG462069(NAD 83)
 GZ0466_MARKER: DB = BENCH MARK DISK
 GZ0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0466_STAMPING: D 200 1950 1228.797
 GZ0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0466+STABILITY: SURFACE MOTION
 GZ0466
 GZ0466  HISTORY     - Date     Condition        Report By
 GZ0466  HISTORY     - 1950     MONUMENTED       CGS
 GZ0466  HISTORY     - 1958     GOOD             NGS
 GZ0466
 GZ0466                          STATION DESCRIPTION
 GZ0466
 GZ0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0466'1.4 MI S FROM BUNCH.
 GZ0466'ABOUT 1.4 MILES SOUTHEAST AND SOUTHWEST ALONG A DIRT ROAD FROM THE
 GZ0466'CROSSROADS AT BUNCH, AT THE JUNCTION OF A GRAVEL ROAD, 33 FEET
 GZ0466'WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 50 FEET NORTHWEST
 GZ0466'OF THE CENTER LINE OF THE JUNCTION OF SOUTHEAST LEG OF DIRT ROAD
 GZ0466'NORTHEAST, 72 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE
 GZ0466'NORTH LEG OF DIRT ROAD NORTHEAST, 53 FEET WEST-SOUTHWEST AND
 GZ0466'ACROSS GRAVEL ROAD FROM FOREST SERVICE MILE POST 4 6/10, 14 FEET
 GZ0466'SOUTHEAST OF A 10-INCH HICKORY TREE, ABOUT 3 FEET ABOVE THE ROAD AND
 GZ0466'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ0466
 GZ0466                          STATION RECOVERY (1958)
 GZ0466
 GZ0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0255 ***********************************************************************
 GZ0255  DESIGNATION -  D 201
 GZ0255  PID         -  GZ0255
 GZ0255  STATE/COUNTY-  KY/LAUREL
 GZ0255  USGS QUAD   -  LILY (1970)
 GZ0255
 GZ0255                         *CURRENT SURVEY CONTROL
 GZ0255  ___________________________________________________________________
 GZ0255* NAD 83(1986)-  37 04 50.     (N)    084 03 35.     (W)     SCALED    
 GZ0255* NAVD 88     -       345.056  (meters)    1132.07   (feet)  ADJUSTED  
 GZ0255  ___________________________________________________________________
 GZ0255  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GZ0255  DYNAMIC HT  -         344.780 (meters)    1131.17  (feet)  COMP
 GZ0255  MODELED GRAV-     979,822.1   (mgal)                       NAVD 88
 GZ0255
 GZ0255  VERT ORDER  -  SECOND    CLASS 0
 GZ0255
 GZ0255.The horizontal coordinates were scaled from a topographic map and have
 GZ0255.an estimated accuracy of +/- 6 seconds.
 GZ0255
 GZ0255.The orthometric height was determined by differential leveling
 GZ0255.and adjusted by the National Geodetic Survey in June 1991..
 GZ0255
 GZ0255.The geoid height was determined by GEOID03.
 GZ0255
 GZ0255.The dynamic height is computed by dividing the NAVD 88
 GZ0255.geopotential number by the normal gravity value computed on the
 GZ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0255.degrees latitude (g = 980.6199 gals.).
 GZ0255
 GZ0255.The modeled gravity was interpolated from observed gravity values.
 GZ0255
 GZ0255;                    North         East    Units  Estimated Accuracy
 GZ0255;SPC KY1Z     - 1,084,290.    1,650,290.      MT  (+/- 180 meters Scaled)
 GZ0255
 GZ0255                          SUPERSEDED SURVEY CONTROL
 GZ0255
 GZ0255  NGVD 29 (??/??/92)  345.207  (m)         1132.57   (f) ADJ UNCH    2 0
 GZ0255
 GZ0255.Superseded values are not recommended for survey control.
 GZ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0255.See file dsdata.txt to determine how the superseded data were derived.
 GZ0255
 GZ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG613078(NAD 83)
 GZ0255_MARKER: DB = BENCH MARK DISK
 GZ0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0255_SP_SET: BRIDGE ABUTMENT
 GZ0255_STAMPING: D 201 1950 1132.567
 GZ0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0255
 GZ0255  HISTORY     - Date     Condition        Report By
 GZ0255  HISTORY     - 1950     MONUMENTED       CGS
 GZ0255  HISTORY     - 1967     GOOD             NGS
 GZ0255
 GZ0255                          STATION DESCRIPTION
 GZ0255
 GZ0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0255'3.8 MI S FROM LONDON.
 GZ0255'ABOUT 3.85 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0255'FROM THE STATION AT LONDON, ABOUT 0.25 MILE NORTH OF MILE POST
 GZ0255'162, SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF A
 GZ0255'120-FOOT CONCRETE BRIDGE ALONG U.S. HIGHWAY 25, 69 FEET WEST OF
 GZ0255'THE WEST RAIL OF THE WEST TRACK, 17 FEET EAST OF THE CENTER LINE
 GZ0255'OF THE HIGHWAY, 1 1/2 FEET EAST OF THE CONCRETE BANISTER AND
 GZ0255'ABOUT 4 FEET BELOW THE TRACK.  NOTE-- THE MARK IS 3.8 MI S OF
 GZ0255'LONDON, KENTUCKY.  THERE ARE NO LONGER TWO (2) TRACKS NOW, BUT
 GZ0255'ONE (1) RUNNING ALONG THE RR BED.  THE WESTERLY TRACK HAS BEEN
 GZ0255'REMOVED.  THE MARK IS 85 FT W OF W RAIL OF SINGLE TRACK.
 GZ0255
 GZ0255                          STATION RECOVERY (1967)
 GZ0255
 GZ0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GZ0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0333 ***********************************************************************
 GB0333  DESIGNATION -  D 203
 GB0333  PID         -  GB0333
 GB0333  STATE/COUNTY-  KY/WHITLEY
 GB0333  USGS QUAD   -  VOX (1982)
 GB0333
 GB0333                         *CURRENT SURVEY CONTROL
 GB0333  ___________________________________________________________________
 GB0333* NAD 83(1986)-  36 53 09.     (N)    084 12 50.     (W)     SCALED    
 GB0333* NAVD 88     -       364.093  (meters)    1194.53   (feet)  ADJUSTED  
 GB0333  ___________________________________________________________________
 GB0333  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 GB0333  DYNAMIC HT  -         363.800 (meters)    1193.57  (feet)  COMP
 GB0333  MODELED GRAV-     979,815.9   (mgal)                       NAVD 88
 GB0333
 GB0333  VERT ORDER  -  SECOND    CLASS 0
 GB0333
 GB0333.The horizontal coordinates were scaled from a topographic map and have
 GB0333.an estimated accuracy of +/- 6 seconds.
 GB0333
 GB0333.The orthometric height was determined by differential leveling
 GB0333.and adjusted by the National Geodetic Survey in June 1991..
 GB0333
 GB0333.The geoid height was determined by GEOID03.
 GB0333
 GB0333.The dynamic height is computed by dividing the NAVD 88
 GB0333.geopotential number by the normal gravity value computed on the
 GB0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0333.degrees latitude (g = 980.6199 gals.).
 GB0333
 GB0333.The modeled gravity was interpolated from observed gravity values.
 GB0333
 GB0333;                    North         East    Units  Estimated Accuracy
 GB0333;SPC KY1Z     - 1,062,450.    1,636,940.      MT  (+/- 180 meters Scaled)
 GB0333
 GB0333                          SUPERSEDED SURVEY CONTROL
 GB0333
 GB0333  NGVD 29 (??/??/92)  364.247  (m)         1195.03   (f) ADJ UNCH    2 0
 GB0333
 GB0333.Superseded values are not recommended for survey control.
 GB0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0333.See file dsdata.txt to determine how the superseded data were derived.
 GB0333
 GB0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF482858(NAD 83)
 GB0333_MARKER: DB = BENCH MARK DISK
 GB0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0333_STAMPING: D 203 1950 1195.034
 GB0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0333+STABILITY: SURFACE MOTION
 GB0333
 GB0333  HISTORY     - Date     Condition        Report By
 GB0333  HISTORY     - 1950     MONUMENTED       CGS
 GB0333  HISTORY     - 1962     GOOD             NGS
 GB0333
 GB0333                          STATION DESCRIPTION
 GB0333
 GB0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0333'8 MI SW FROM CORBIN.
 GB0333'ABOUT 7.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 25W FROM THE
 GB0333'JUNCTION OF STATE HIGHWAY 26 AT CORBIN, THENCE ABOUT 0.9 MILE
 GB0333'NORTHWEST ALONG A GRAVEL ROAD, ABOUT 1.1 MILE SOUTHEAST OF
 GB0333'FRANKFORT NO. 1 SCHOOL, NEAR THE TOP OF A HILL, 21 FEET
 GB0333'NORTHEAST OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET NORTH OF
 GB0333'A 14-INCH WILD CHERRY TREE SERVING AS A FENCE CORNER POST,
 GB0333'218 FEET NORTHWEST OF THE JUNCTION OF A DRIVE SOUTHWEST TO A
 GB0333'1-STORY UNPAINTED HOUSE, 2 FEET NORTHEAST OF A FENCE LINE, ABOUT
 GB0333'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GB0333'PROJECTING 4 INCHES.
 GB0333
 GB0333                          STATION RECOVERY (1962)
 GB0333
 GB0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0237 ***********************************************************************
 GB0237  DESIGNATION -  D 204
 GB0237  PID         -  GB0237
 GB0237  STATE/COUNTY-  KY/KNOX
 GB0237  USGS QUAD   -  CORBIN (1978)
 GB0237
 GB0237                         *CURRENT SURVEY CONTROL
 GB0237  ___________________________________________________________________
 GB0237* NAD 83(1986)-  36 59 07.     (N)    084 00 11.     (W)     SCALED    
 GB0237* NAVD 88     -       345.964  (meters)    1135.05   (feet)  ADJUSTED  
 GB0237  ___________________________________________________________________
 GB0237  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0237  DYNAMIC HT  -         345.682 (meters)    1134.12  (feet)  COMP
 GB0237  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 GB0237
 GB0237  VERT ORDER  -  SECOND    CLASS 0
 GB0237
 GB0237.The horizontal coordinates were scaled from a topographic map and have
 GB0237.an estimated accuracy of +/- 6 seconds.
 GB0237
 GB0237.The orthometric height was determined by differential leveling
 GB0237.and adjusted by the National Geodetic Survey in June 1991..
 GB0237
 GB0237.The geoid height was determined by GEOID03.
 GB0237
 GB0237.The dynamic height is computed by dividing the NAVD 88
 GB0237.geopotential number by the normal gravity value computed on the
 GB0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0237.degrees latitude (g = 980.6199 gals.).
 GB0237
 GB0237.The modeled gravity was interpolated from observed gravity values.
 GB0237
 GB0237;                    North         East    Units  Estimated Accuracy
 GB0237;SPC KY1Z     - 1,073,810.    1,655,520.      MT  (+/- 180 meters Scaled)
 GB0237
 GB0237                          SUPERSEDED SURVEY CONTROL
 GB0237
 GB0237  NGVD 29 (??/??/92)  346.118  (m)         1135.56   (f) ADJ UNCH    2 0
 GB0237
 GB0237.Superseded values are not recommended for survey control.
 GB0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0237.See file dsdata.txt to determine how the superseded data were derived.
 GB0237
 GB0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF667974(NAD 83)
 GB0237_MARKER: DB = BENCH MARK DISK
 GB0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0237_STAMPING: D 204 1950 1135.555
 GB0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0237+STABILITY: SURFACE MOTION
 GB0237
 GB0237  HISTORY     - Date     Condition        Report By
 GB0237  HISTORY     - 1950     MONUMENTED       CGS
 GB0237  HISTORY     - 1957     GOOD             NGS
 GB0237  HISTORY     - 19930801 MARK NOT FOUND   KYDT
 GB0237
 GB0237                          STATION DESCRIPTION
 GB0237
 GB0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0237'3.5 MI N FROM GRAYS.
 GB0237'ABOUT 3.5 MILES NORTH ALONG A DIRT ROAD FROM THE METHODIST CHURCH
 GB0237'AT GRAYS, NEAR THE LAUREL-KNOX COUNTY LINE, ABOUT 0.35 MILE SOUTH
 GB0237'OF A CROSS ROAD, SET AT A FARM HOUSE WITH ROCK RETAINING WALL
 GB0237'AROUND LAWN, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 17 FEET
 GB0237'SOUTH OF THE CENTER LINE OF A DRIVE, 36 FEET NORTHEAST OF THE
 GB0237'NORTHEAST CORNER OF HOUSE, 12 FEET WEST OF THE NORTHEAST CORNER
 GB0237'OF RETAINING WALL, 1 FOOT NORTH OF THE NORTH FACE OF ROCK WALL,
 GB0237'ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GB0237'PROJECTING 3 INCHES.
 GB0237
 GB0237                          STATION RECOVERY (1957)
 GB0237
 GB0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0237'RECOVERED IN GOOD CONDITION.
 GB0237
 GB0237                          STATION RECOVERY (1993)
 GB0237
 GB0237'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0357 ***********************************************************************
 GB0357  DESIGNATION -  D 205
 GB0357  PID         -  GB0357
 GB0357  STATE/COUNTY-  KY/WHITLEY
 GB0357  USGS QUAD   -  CUMBERLAND FALLS (1981)
 GB0357
 GB0357                         *CURRENT SURVEY CONTROL
 GB0357  ___________________________________________________________________
 GB0357* NAD 83(1986)-  36 50 34.     (N)    084 19 25.     (W)     SCALED    
 GB0357* NAVD 88     -       360.282  (meters)    1182.03   (feet)  ADJUSTED  
 GB0357  ___________________________________________________________________
 GB0357  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GB0357  DYNAMIC HT  -         359.999 (meters)    1181.10  (feet)  COMP
 GB0357  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 GB0357
 GB0357  VERT ORDER  -  SECOND    CLASS 0
 GB0357
 GB0357.The horizontal coordinates were scaled from a topographic map and have
 GB0357.an estimated accuracy of +/- 6 seconds.
 GB0357
 GB0357.The orthometric height was determined by differential leveling
 GB0357.and adjusted by the National Geodetic Survey in June 1991..
 GB0357
 GB0357.The geoid height was determined by GEOID03.
 GB0357
 GB0357.The dynamic height is computed by dividing the NAVD 88
 GB0357.geopotential number by the normal gravity value computed on the
 GB0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0357.degrees latitude (g = 980.6199 gals.).
 GB0357
 GB0357.The modeled gravity was interpolated from observed gravity values.
 GB0357
 GB0357;                    North         East    Units  Estimated Accuracy
 GB0357;SPC KY1Z     - 1,057,510.    1,627,230.      MT  (+/- 180 meters Scaled)
 GB0357
 GB0357                          SUPERSEDED SURVEY CONTROL
 GB0357
 GB0357  NGVD 29 (??/??/92)  360.439  (m)         1182.54   (f) ADJ UNCH    2 0
 GB0357
 GB0357.Superseded values are not recommended for survey control.
 GB0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0357.See file dsdata.txt to determine how the superseded data were derived.
 GB0357
 GB0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF386807(NAD 83)
 GB0357_MARKER: DB = BENCH MARK DISK
 GB0357_SETTING: 66 = SET IN ROCK OUTCROP
 GB0357_SP_SET: ROCK BLUFF
 GB0357_STAMPING: D 205 1950 1128.540
 GB0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0357+STABILITY: POSITION/ELEVATION WELL
 GB0357
 GB0357  HISTORY     - Date     Condition        Report By
 GB0357  HISTORY     - 1950     MONUMENTED       CGS
 GB0357  HISTORY     - 1957     GOOD             NGS
 GB0357
 GB0357                          STATION DESCRIPTION
 GB0357
 GB0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0357'1.6 MI E FROM CUMBERLAND FALLS.
 GB0357'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 90 FROM THE EAST FERRY
 GB0357'LANDING ON CUMBERLAND RIVER AT CUMBERLAND FALLS, ABOUT 0.95
 GB0357'MILE WEST OF A LONG CONCRETE BRIDGE OVER A VALLEY AND A ROADSIDE
 GB0357'LOOKOUT AT EAST END OF BRIDGE, SET VERTICALLY IN THE FACE OF A
 GB0357'LARGE ROCK BLUFF SOUTH OF HIGHWAY, 21 FEET SOUTH OF CENTER LINE
 GB0357'OF HIGHWAY, 27 FEET WEST OF EAST END OF ROCK BLUFF, AND ABOUT 4
 GB0357'FEET ABOVE THE HIGHWAY.
 GB0357
 GB0357                          STATION RECOVERY (1957)
 GB0357
 GB0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2912 ***********************************************************************
 GA2912  DESIGNATION -  D 206
 GA2912  PID         -  GA2912
 GA2912  STATE/COUNTY-  KY/KNOX
 GA2912  USGS QUAD   -  BARBOURVILLE (1974)
 GA2912
 GA2912                         *CURRENT SURVEY CONTROL
 GA2912  ___________________________________________________________________
 GA2912* NAD 83(1986)-  36 45 05.     (N)    083 56 07.     (W)     SCALED    
 GA2912* NAVD 88     -       306.866  (meters)    1006.78   (feet)  ADJUSTED  
 GA2912  ___________________________________________________________________
 GA2912  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GA2912  DYNAMIC HT  -         306.607 (meters)    1005.93  (feet)  COMP
 GA2912  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GA2912
 GA2912  VERT ORDER  -  SECOND    CLASS 0
 GA2912
 GA2912.The horizontal coordinates were scaled from a topographic map and have
 GA2912.an estimated accuracy of +/- 6 seconds.
 GA2912
 GA2912.The orthometric height was determined by differential leveling
 GA2912.and adjusted by the National Geodetic Survey in June 1991..
 GA2912
 GA2912.The geoid height was determined by GEOID03.
 GA2912
 GA2912.The dynamic height is computed by dividing the NAVD 88
 GA2912.geopotential number by the normal gravity value computed on the
 GA2912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2912.degrees latitude (g = 980.6199 gals.).
 GA2912
 GA2912.The modeled gravity was interpolated from observed gravity values.
 GA2912
 GA2912;                    North         East    Units  Estimated Accuracy
 GA2912;SPC KY1Z     - 1,047,980.    1,662,060.      MT  (+/- 180 meters Scaled)
 GA2912
 GA2912                          SUPERSEDED SURVEY CONTROL
 GA2912
 GA2912  NGVD 29 (??/??/92)  307.015  (m)         1007.26   (f) ADJ UNCH    2 0
 GA2912
 GA2912.Superseded values are not recommended for survey control.
 GA2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2912.See file dsdata.txt to determine how the superseded data were derived.
 GA2912
 GA2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA379713(NAD 83)
 GA2912_MARKER: DB = BENCH MARK DISK
 GA2912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2912_SP_SET: CULVERT
 GA2912_STAMPING: D 206 1950 1007.265
 GA2912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2912
 GA2912  HISTORY     - Date     Condition        Report By
 GA2912  HISTORY     - 1950     MONUMENTED       CGS
 GA2912  HISTORY     - 1974     MARK NOT FOUND   USGS
 GA2912
 GA2912                          STATION DESCRIPTION
 GA2912
 GA2912'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2912'4.4 MI NE FROM CARPENTER.
 GA2912'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 92 FROM THE BAPTIST CHURCH
 GA2912'AND CEMETERY AT CARPENTER, THENCE ABOUT 3.8 MILES NORTHEAST ALONG
 GA2912'A GRAVEL ROAD, ABOUT 0.8 MILE SOUTH OF A CHURCH, 60 YARDS NORTHWEST
 GA2912'OF A SMALL STONE BUILDING HOUSING LAY SCHOOL, 12 FEET WEST OF
 GA2912'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE SOUTH END
 GA2912'OF THE WEST CONCRETE HEAD WALL OF A 3-FOOT STONE CULVERT, AND
 GA2912'ABOUT 1 FOOT BELOW THE ROAD.
 GA2912
 GA2912                          STATION RECOVERY (1974)
 GA2912
 GA2912'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GA2912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2961 ***********************************************************************
 GA2961  DESIGNATION -  D 207
 GA2961  PID         -  GA2961
 GA2961  STATE/COUNTY-  KY/BELL
 GA2961  USGS QUAD   -  ARTEMUS (1974)
 GA2961
 GA2961                         *CURRENT SURVEY CONTROL
 GA2961  ___________________________________________________________________
 GA2961* NAD 83(1986)-  36 47 24.     (N)    083 45 33.     (W)     SCALED    
 GA2961* NAVD 88     -       307.964  (meters)    1010.38   (feet)  ADJUSTED  
 GA2961  ___________________________________________________________________
 GA2961  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GA2961  DYNAMIC HT  -         307.706 (meters)    1009.53  (feet)  COMP
 GA2961  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GA2961
 GA2961  VERT ORDER  -  SECOND    CLASS 0
 GA2961
 GA2961.The horizontal coordinates were scaled from a topographic map and have
 GA2961.an estimated accuracy of +/- 6 seconds.
 GA2961
 GA2961.The orthometric height was determined by differential leveling
 GA2961.and adjusted by the National Geodetic Survey in June 1991..
 GA2961
 GA2961.The geoid height was determined by GEOID03.
 GA2961
 GA2961.The dynamic height is computed by dividing the NAVD 88
 GA2961.geopotential number by the normal gravity value computed on the
 GA2961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2961.degrees latitude (g = 980.6199 gals.).
 GA2961
 GA2961.The modeled gravity was interpolated from observed gravity values.
 GA2961
 GA2961;                    North         East    Units  Estimated Accuracy
 GA2961;SPC KY1Z     - 1,052,580.    1,677,700.      MT  (+/- 180 meters Scaled)
 GA2961
 GA2961                          SUPERSEDED SURVEY CONTROL
 GA2961
 GA2961  NGVD 29 (??/??/92)  308.117  (m)         1010.88   (f) ADJ UNCH    2 0
 GA2961
 GA2961.Superseded values are not recommended for survey control.
 GA2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2961.See file dsdata.txt to determine how the superseded data were derived.
 GA2961
 GA2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA538751(NAD 83)
 GA2961_MARKER: DB = BENCH MARK DISK
 GA2961_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2961_SP_SET: BRIDGE
 GA2961_STAMPING: D 207 1950 1010.881
 GA2961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2961+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2961
 GA2961  HISTORY     - Date     Condition        Report By
 GA2961  HISTORY     - 1950     MONUMENTED       CGS
 GA2961  HISTORY     - 1957     GOOD             NGS
 GA2961  HISTORY     - 1978     GOOD             LOCENG
 GA2961  HISTORY     - 20020806 GOOD             KYDT
 GA2961
 GA2961                          STATION DESCRIPTION
 GA2961
 GA2961'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2961'1.1 MI W FROM FOUR MILE.
 GA2961'0.55 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GA2961'THE FLAG STATION AT FOUR MILE, THENCE ABOUT 0.45 MILE WEST ALONG A
 GA2961'L. AND N. SPUR LINE, THENCE ABOUT 0.1 MILE SOUTHEAST ALONG U.S.
 GA2961'HIGHWAY 25E, SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT
 GA2961'OF A 275-FOOT CONCRETE BRIDGE OVER GREASY FORK, 16 FEET SOUTH OF
 GA2961'THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 GA2961
 GA2961                          STATION RECOVERY (1957)
 GA2961
 GA2961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2961'RECOVERED IN GOOD CONDITION.
 GA2961
 GA2961                          STATION RECOVERY (1978)
 GA2961
 GA2961'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 GA2961'RECOVERED IN GOOD CONDITION.
 GA2961
 GA2961                          STATION RECOVERY (2002)
 GA2961
 GA2961'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2982 ***********************************************************************
 GA2982  DESIGNATION -  D 208
 GA2982  PID         -  GA2982
 GA2982  STATE/COUNTY-  KY/BELL
 GA2982  USGS QUAD   -  MIDDLESBORO NORTH (1974)
 GA2982
 GA2982                         *CURRENT SURVEY CONTROL
 GA2982  ___________________________________________________________________
 GA2982* NAD 83(1986)-  36 44 28.     (N)    083 42 12.     (W)     SCALED    
 GA2982* NAVD 88     -       312.490  (meters)    1025.23   (feet)  ADJUSTED  
 GA2982  ___________________________________________________________________
 GA2982  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2982  DYNAMIC HT  -         312.223 (meters)    1024.35  (feet)  COMP
 GA2982  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 GA2982
 GA2982  VERT ORDER  -  SECOND    CLASS 0
 GA2982
 GA2982.The horizontal coordinates were scaled from a topographic map and have
 GA2982.an estimated accuracy of +/- 6 seconds.
 GA2982
 GA2982.The orthometric height was determined by differential leveling
 GA2982.and adjusted by the National Geodetic Survey in June 1991..
 GA2982
 GA2982.The geoid height was determined by GEOID03.
 GA2982
 GA2982.The dynamic height is computed by dividing the NAVD 88
 GA2982.geopotential number by the normal gravity value computed on the
 GA2982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2982.degrees latitude (g = 980.6199 gals.).
 GA2982
 GA2982.The modeled gravity was interpolated from observed gravity values.
 GA2982
 GA2982;                    North         East    Units  Estimated Accuracy
 GA2982;SPC KY1Z     - 1,047,260.    1,682,800.      MT  (+/- 180 meters Scaled)
 GA2982
 GA2982                          SUPERSEDED SURVEY CONTROL
 GA2982
 GA2982  NGVD 29 (??/??/92)  312.639  (m)         1025.72   (f) ADJ UNCH    2 0
 GA2982
 GA2982.Superseded values are not recommended for survey control.
 GA2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2982.See file dsdata.txt to determine how the superseded data were derived.
 GA2982
 GA2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA586695(NAD 83)
 GA2982_MARKER: DB = BENCH MARK DISK
 GA2982_SETTING: 66 = SET IN ROCK OUTCROP
 GA2982_SP_SET: ROCK OUTCROP
 GA2982_STAMPING: D 208 1951 1025.716
 GA2982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2982+STABILITY: POSITION/ELEVATION WELL
 GA2982
 GA2982  HISTORY     - Date     Condition        Report By
 GA2982  HISTORY     - 1951     MONUMENTED       CGS
 GA2982  HISTORY     - 1957     GOOD             NGS
 GA2982
 GA2982                          STATION DESCRIPTION
 GA2982
 GA2982'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2982'1.9 MI SW FROM PINEVILLE.
 GA2982'1.3 MILES SOUTH ALONG U.S. HIGHWAY 25E FROM THE COURT HOUSE AT
 GA2982'PINEVILLE, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG CHENOA BRANCH OF
 GA2982'THE LOUISVILLE AND NASHVILLE RAILROAD, AT THE CROSSING OF A ROAD
 GA2982'LEADING NORTHWEST AND UPHILL INTO PINE MOUNTAIN STATE PARK, 33 FEET
 GA2982'NORTHWEST OF THE NORTHWEST RAIL, 37 FEET NORTHWEST OF THE CENTER
 GA2982'OF THE CROSSING, 13 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 GA2982'SET IN THE TOP OF A LEDGE OF A LAYERED OUTCROP OF ROCK, ABOUT
 GA2982'1 1/2 FEET ABOVE THE ROAD AND ABOUT 2 FEET ABOVE THE TRACK.
 GA2982
 GA2982                          STATION RECOVERY (1957)
 GA2982
 GA2982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2630 ***********************************************************************
 GA2630  DESIGNATION -  D 209
 GA2630  PID         -  GA2630
 GA2630  STATE/COUNTY-  KY/BELL
 GA2630  USGS QUAD   -  KAYJAY (1983)
 GA2630
 GA2630                         *CURRENT SURVEY CONTROL
 GA2630  ___________________________________________________________________
 GA2630* NAD 83(1986)-  36 37 45.     (N)    083 51 17.     (W)     SCALED    
 GA2630* NAVD 88     -       857.473  (meters)    2813.23   (feet)  ADJUSTED  
 GA2630  ___________________________________________________________________
 GA2630  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GA2630  DYNAMIC HT  -         856.680 (meters)    2810.62  (feet)  COMP
 GA2630  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 GA2630
 GA2630  VERT ORDER  -  SECOND    CLASS 0
 GA2630
 GA2630.The horizontal coordinates were scaled from a topographic map and have
 GA2630.an estimated accuracy of +/- 6 seconds.
 GA2630
 GA2630.The orthometric height was determined by differential leveling
 GA2630.and adjusted by the National Geodetic Survey in June 1991..
 GA2630
 GA2630.The geoid height was determined by GEOID03.
 GA2630
 GA2630.The dynamic height is computed by dividing the NAVD 88
 GA2630.geopotential number by the normal gravity value computed on the
 GA2630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2630.degrees latitude (g = 980.6199 gals.).
 GA2630
 GA2630.The modeled gravity was interpolated from observed gravity values.
 GA2630
 GA2630;                    North         East    Units  Estimated Accuracy
 GA2630;SPC KY1Z     - 1,034,560.    1,669,530.      MT  (+/- 180 meters Scaled)
 GA2630
 GA2630                          SUPERSEDED SURVEY CONTROL
 GA2630
 GA2630  NGVD 29 (??/??/92)  857.583  (m)         2813.59   (f) ADJ UNCH    2 0
 GA2630
 GA2630.Superseded values are not recommended for survey control.
 GA2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2630.See file dsdata.txt to determine how the superseded data were derived.
 GA2630
 GA2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA447575(NAD 83)
 GA2630_MARKER: DB = BENCH MARK DISK
 GA2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2630_STAMPING: D 209 1951 2813.587
 GA2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2630+STABILITY: SURFACE MOTION
 GA2630
 GA2630  HISTORY     - Date     Condition        Report By
 GA2630  HISTORY     - 1951     MONUMENTED       CGS
 GA2630  HISTORY     - 1975     MARK NOT FOUND   NGS
 GA2630
 GA2630                          STATION DESCRIPTION
 GA2630
 GA2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2630'4.6 MI NE FROM FONDE.
 GA2630'4.6 MILES NORTHEAST ALONG STATE HIGHWAY 74 FROM THE JUNCTION OF
 GA2630'STATE HIGHWAY 535 AT FONDE, ABOUT 3.55 MILES NORTHWEST OF THE POST
 GA2630'OFFICE AT CAPITO, AT THE TOP OF HIGHWAY GRADE OVER LOG MOUNTAIN
 GA2630'AND AT THE JUNCTION OF A ROAD SOUTH, 55 FEET EAST OF THE CENTER
 GA2630'LINE OF ROAD SOUTH, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GA2630'HIGHWAY AT THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH
 GA2630'AND NORTHWEST, 26 FEET SOUTHWEST OF BM E 25-(LOOSE IN GROUND), 2
 GA2630'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GA2630'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GA2630
 GA2630                          STATION RECOVERY (1975)
 GA2630
 GA2630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2995 ***********************************************************************
 GA2995  DESIGNATION -  D 210
 GA2995  PID         -  GA2995
 GA2995  STATE/COUNTY-  KY/BELL
 GA2995  USGS QUAD   -  KAYJAY (1983)
 GA2995
 GA2995                         *CURRENT SURVEY CONTROL
 GA2995  ___________________________________________________________________
 GA2995* NAD 83(1986)-  36 40 33.     (N)    083 51 14.     (W)     SCALED    
 GA2995* NAVD 88     -       417.533  (meters)    1369.86   (feet)  ADJUSTED  
 GA2995  ___________________________________________________________________
 GA2995  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GA2995  DYNAMIC HT  -         417.161 (meters)    1368.64  (feet)  COMP
 GA2995  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 GA2995
 GA2995  VERT ORDER  -  SECOND    CLASS 0
 GA2995
 GA2995.The horizontal coordinates were scaled from a topographic map and have
 GA2995.an estimated accuracy of +/- 6 seconds.
 GA2995
 GA2995.The orthometric height was determined by differential leveling
 GA2995.and adjusted by the National Geodetic Survey in June 1991..
 GA2995
 GA2995.The geoid height was determined by GEOID03.
 GA2995
 GA2995.The dynamic height is computed by dividing the NAVD 88
 GA2995.geopotential number by the normal gravity value computed on the
 GA2995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2995.degrees latitude (g = 980.6199 gals.).
 GA2995
 GA2995.The modeled gravity was interpolated from observed gravity values.
 GA2995
 GA2995;                    North         East    Units  Estimated Accuracy
 GA2995;SPC KY1Z     - 1,039,740.    1,669,500.      MT  (+/- 180 meters Scaled)
 GA2995
 GA2995                          SUPERSEDED SURVEY CONTROL
 GA2995
 GA2995  NGVD 29 (??/??/92)  417.658  (m)         1370.27   (f) ADJ UNCH    2 0
 GA2995
 GA2995.Superseded values are not recommended for survey control.
 GA2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2995.See file dsdata.txt to determine how the superseded data were derived.
 GA2995
 GA2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA449627(NAD 83)
 GA2995_MARKER: DB = BENCH MARK DISK
 GA2995_SETTING: 66 = SET IN ROCK OUTCROP
 GA2995_SP_SET: ROCK OUTCROP
 GA2995_STAMPING: D 210 1951 1370.266
 GA2995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2995+STABILITY: POSITION/ELEVATION WELL
 GA2995
 GA2995  HISTORY     - Date     Condition        Report By
 GA2995  HISTORY     - 1951     MONUMENTED       CGS
 GA2995  HISTORY     - 1957     GOOD             NGS
 GA2995
 GA2995                          STATION DESCRIPTION
 GA2995
 GA2995'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2995'0.5 MI NE FROM CHENOA.
 GA2995'0.5 MILE NORTHEAST ALONG STATE HIGHWAY 190 FROM THE SCHOOL AT
 GA2995'CHENOA, ABOUT 0.95 MILE SOUTHWEST OF DAVISBURG BAPTIST CHURCH,
 GA2995'32 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 GA2995'NORTHWEST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL
 GA2995'OF A 24-INCH PIPE CULVERT UNDER HIGHWAY, 63 FEET SOUTHWEST OF
 GA2995'THE CENTER LINE OF A TRAIL LEADING NORTHWEST AND UPHILL, SET IN
 GA2995'THE TOP OF A LARGE FLAT OUTCROP OF ROCK COVERING A LARGE AREA, AND
 GA2995'ABOUT 1 FOOT ABOVE THE HIGHWAY.
 GA2995
 GA2995                          STATION RECOVERY (1957)
 GA2995
 GA2995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3009 ***********************************************************************
 GA3009  DESIGNATION -  D 211
 GA3009  PID         -  GA3009
 GA3009  STATE/COUNTY-  KY/BELL
 GA3009  USGS QUAD   -  KAYJAY (1983)
 GA3009
 GA3009                         *CURRENT SURVEY CONTROL
 GA3009  ___________________________________________________________________
 GA3009* NAD 83(1986)-  36 37 58.     (N)    083 46 53.     (W)     SCALED    
 GA3009* NAVD 88     -       567.726  (meters)    1862.61   (feet)  ADJUSTED  
 GA3009  ___________________________________________________________________
 GA3009  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GA3009  DYNAMIC HT  -         567.227 (meters)    1860.98  (feet)  COMP
 GA3009  MODELED GRAV-     979,735.3   (mgal)                       NAVD 88
 GA3009
 GA3009  VERT ORDER  -  SECOND    CLASS 0
 GA3009
 GA3009.The horizontal coordinates were scaled from a topographic map and have
 GA3009.an estimated accuracy of +/- 6 seconds.
 GA3009
 GA3009.The orthometric height was determined by differential leveling
 GA3009.and adjusted by the National Geodetic Survey in June 1991..
 GA3009
 GA3009.The geoid height was determined by GEOID03.
 GA3009
 GA3009.The dynamic height is computed by dividing the NAVD 88
 GA3009.geopotential number by the normal gravity value computed on the
 GA3009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3009.degrees latitude (g = 980.6199 gals.).
 GA3009
 GA3009.The modeled gravity was interpolated from observed gravity values.
 GA3009
 GA3009;                    North         East    Units  Estimated Accuracy
 GA3009;SPC KY1Z     - 1,035,090.    1,676,080.      MT  (+/- 180 meters Scaled)
 GA3009
 GA3009                          SUPERSEDED SURVEY CONTROL
 GA3009
 GA3009  NGVD 29 (??/??/92)  567.866  (m)         1863.07   (f) ADJ UNCH    2 0
 GA3009
 GA3009.Superseded values are not recommended for survey control.
 GA3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3009.See file dsdata.txt to determine how the superseded data were derived.
 GA3009
 GA3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA513577(NAD 83)
 GA3009_MARKER: DD = SURVEY DISK
 GA3009_SETTING: 66 = SET IN ROCK OUTCROP
 GA3009_SP_SET: SET IN ROCK OUTCROP
 GA3009_STAMPING: D 211 1951 1863.074
 GA3009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3009+STABILITY: POSITION/ELEVATION WELL
 GA3009
 GA3009  HISTORY     - Date     Condition        Report By
 GA3009  HISTORY     - 1951     MONUMENTED       CGS
 GA3009  HISTORY     - 1957     GOOD             NGS
 GA3009
 GA3009                          STATION DESCRIPTION
 GA3009
 GA3009'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA3009'1.9 MI NW FROM MIDDLESBORO.
 GA3009'1.9 MILES NORTHWEST ALONG A ROUGH GRAVEL ROAD FOLLOWING BEAN FORK
 GA3009'FROM THE JUNCTION OF STATE HIGHWAY 74 AT MIDDLESBORO, 34 FEET
 GA3009'WEST OF THE CENTER LINE OF ROAD, ABOUT 0.35 MILE SOUTHEAST OF
 GA3009'A MINE TIPPLE, ABOUT 0.1 MILE NORTHWEST OF A MINE TIPPLE, SET
 GA3009'VERTICALLY IN THE LOWER PART OF THE SOUTHEAST FACE OF A 3 BY
 GA3009'6-FOOT OUTCROP OF ROCK PROJECTING OUT OF HILL SIDE, ON NORTH
 GA3009'SIDE OF A HOLLOW, AND ABOUT 7 FEET ABOVE THE ROAD.
 GA3009
 GA3009                          STATION RECOVERY (1957)
 GA3009
 GA3009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA3009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1571 ***********************************************************************
 GZ1571  DESIGNATION -  D 212
 GZ1571  PID         -  GZ1571
 GZ1571  STATE/COUNTY-  KY/MARION
 GZ1571  USGS QUAD   -  BRADFORDSVILLE (1952)
 GZ1571
 GZ1571                         *CURRENT SURVEY CONTROL
 GZ1571  ___________________________________________________________________
 GZ1571* NAD 83(1986)-  37 29 33.     (N)    085 08 55.     (W)     SCALED    
 GZ1571* NAVD 88     -       207.825  (meters)     681.84   (feet)  ADJUSTED  
 GZ1571  ___________________________________________________________________
 GZ1571  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GZ1571  DYNAMIC HT  -         207.663 (meters)     681.31  (feet)  COMP
 GZ1571  MODELED GRAV-     979,844.2   (mgal)                       NAVD 88
 GZ1571
 GZ1571  VERT ORDER  -  SECOND    CLASS 0
 GZ1571
 GZ1571.The horizontal coordinates were scaled from a topographic map and have
 GZ1571.an estimated accuracy of +/- 6 seconds.
 GZ1571
 GZ1571.The orthometric height was determined by differential leveling
 GZ1571.and adjusted by the National Geodetic Survey in June 1991..
 GZ1571
 GZ1571.The geoid height was determined by GEOID03.
 GZ1571
 GZ1571.The dynamic height is computed by dividing the NAVD 88
 GZ1571.geopotential number by the normal gravity value computed on the
 GZ1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1571.degrees latitude (g = 980.6199 gals.).
 GZ1571
 GZ1571.The modeled gravity was interpolated from observed gravity values.
 GZ1571
 GZ1571;                    North         East    Units  Estimated Accuracy
 GZ1571;SPC KY1Z     - 1,128,820.    1,553,180.      MT  (+/- 180 meters Scaled)
 GZ1571
 GZ1571                          SUPERSEDED SURVEY CONTROL
 GZ1571
 GZ1571  NGVD 29 (??/??/92)  207.968  (m)          682.31   (f) ADJ UNCH    2 0
 GZ1571
 GZ1571.Superseded values are not recommended for survey control.
 GZ1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1571.See file dsdata.txt to determine how the superseded data were derived.
 GZ1571
 GZ1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG636511(NAD 83)
 GZ1571_MARKER: DB = BENCH MARK DISK
 GZ1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1571_STAMPING: D 212 1951 682.308
 GZ1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1571+STABILITY: SURFACE MOTION
 GZ1571
 GZ1571  HISTORY     - Date     Condition        Report By
 GZ1571  HISTORY     - 1951     MONUMENTED       CGS
 GZ1571  HISTORY     - 1958     GOOD             NGS
 GZ1571  HISTORY     - 1983     GOOD             KYDT
 GZ1571
 GZ1571                          STATION DESCRIPTION
 GZ1571
 GZ1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1571'AT BRADFORDSVILLE.
 GZ1571'AT BRADFORDSVILLE, AT THE SCHOOL, ABOUT 0.1 MILE SOUTHEAST ALONG
 GZ1571'STATE HIGHWAY 49 FROM THE POST OFFICE, 23 FEET SOUTHWEST OF THE
 GZ1571'CENTER LINE OF HIGHWAY, 158 FEET EAST OF THE EAST CORNER OF ROCK
 GZ1571'SCHOOL BUILDING, 4 FEET SOUTHWEST OF THE EAST CORNER OF SCHOOL
 GZ1571'GROUNDS, 2 FEET SOUTHWEST OF THE SOUTHWEST FACE OF THE SOUTHEAST
 GZ1571'CONCRETE AND STONE GATE POST OF ENTRANCE DRIVE TO SCHOOL, ABOUT
 GZ1571'1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ1571'PROJECTING 3 INCHES.
 GZ1571
 GZ1571                          STATION RECOVERY (1958)
 GZ1571
 GZ1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1571'RECOVERED IN GOOD CONDITION.
 GZ1571
 GZ1571                          STATION RECOVERY (1983)
 GZ1571
 GZ1571'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1405 ***********************************************************************
 GZ1405  DESIGNATION -  D 213
 GZ1405  PID         -  GZ1405
 GZ1405  STATE/COUNTY-  KY/CASEY
 GZ1405  USGS QUAD   -  GRAVEL SWITCH (1953)
 GZ1405
 GZ1405                         *CURRENT SURVEY CONTROL
 GZ1405  ___________________________________________________________________
 GZ1405* NAD 83(1986)-  37 30 42.     (N)    085 00 29.     (W)     SCALED    
 GZ1405* NAVD 88     -       250.214  (meters)     820.91   (feet)  ADJUSTED  
 GZ1405  ___________________________________________________________________
 GZ1405  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 GZ1405  DYNAMIC HT  -         250.019 (meters)     820.27  (feet)  COMP
 GZ1405  MODELED GRAV-     979,845.1   (mgal)                       NAVD 88
 GZ1405
 GZ1405  VERT ORDER  -  SECOND    CLASS 0
 GZ1405
 GZ1405.The horizontal coordinates were scaled from a topographic map and have
 GZ1405.an estimated accuracy of +/- 6 seconds.
 GZ1405
 GZ1405.The orthometric height was determined by differential leveling
 GZ1405.and adjusted by the National Geodetic Survey in June 1991..
 GZ1405
 GZ1405.The geoid height was determined by GEOID03.
 GZ1405
 GZ1405.The dynamic height is computed by dividing the NAVD 88
 GZ1405.geopotential number by the normal gravity value computed on the
 GZ1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1405.degrees latitude (g = 980.6199 gals.).
 GZ1405
 GZ1405.The modeled gravity was interpolated from observed gravity values.
 GZ1405
 GZ1405;                    North         East    Units  Estimated Accuracy
 GZ1405;SPC KY1Z     - 1,131,040.    1,565,590.      MT  (+/- 180 meters Scaled)
 GZ1405
 GZ1405                          SUPERSEDED SURVEY CONTROL
 GZ1405
 GZ1405  NGVD 29 (??/??/92)  250.354  (m)          821.37   (f) ADJ UNCH    2 0
 GZ1405
 GZ1405.Superseded values are not recommended for survey control.
 GZ1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1405.See file dsdata.txt to determine how the superseded data were derived.
 GZ1405
 GZ1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG760535(NAD 83)
 GZ1405_MARKER: DB = BENCH MARK DISK
 GZ1405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1405_SP_SET: CULVERT
 GZ1405_STAMPING: D 213 1951 821.370
 GZ1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1405
 GZ1405  HISTORY     - Date     Condition        Report By
 GZ1405  HISTORY     - 1951     MONUMENTED       CGS
 GZ1405  HISTORY     - 1958     GOOD             NGS
 GZ1405
 GZ1405                          STATION DESCRIPTION
 GZ1405
 GZ1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1405'6 MI SE FROM GRAVEL SWITCH.
 GZ1405'ABOUT 0.6 MILE SOUTH AND ABOUT 5.35 MILES SOUTHEAST ALONG STATE
 GZ1405'HIGHWAY 243 FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION
 GZ1405'AT GRAVEL SWITCH, AT THE NORTHWEST END OF A CURVE IN THE HIGHWAY
 GZ1405'WITH TANGENTS EXTENDING NORTHWEST AND EAST-SOUTHEAST, ABOUT 0.45
 GZ1405'MILE NORTHWEST OF PIEDMONT CHURCH, SET IN THE TOP OF THE NORTHWEST
 GZ1405'END OF THE SOUTHWEST HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 15
 GZ1405'FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 35 YARDS SOUTHEAST
 GZ1405'OF THE JUNCTION OF A FARM ROAD LEADING SOUTHWEST AND ABOUT 2
 GZ1405'FEET BELOW THE HIGHWAY.
 GZ1405
 GZ1405                          STATION RECOVERY (1958)
 GZ1405
 GZ1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1722 ***********************************************************************
 GZ1722  DESIGNATION -  D 214
 GZ1722  PID         -  GZ1722
 GZ1722  STATE/COUNTY-  KY/TAYLOR
 GZ1722  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ1722
 GZ1722                         *CURRENT SURVEY CONTROL
 GZ1722  ___________________________________________________________________
 GZ1722* NAD 83(1986)-  37 20 01.     (N)    085 19 33.     (W)     SCALED    
 GZ1722* NAVD 88     -       265.888  (meters)     872.33   (feet)  ADJUSTED  
 GZ1722  ___________________________________________________________________
 GZ1722  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GZ1722  DYNAMIC HT  -         265.677 (meters)     871.64  (feet)  COMP
 GZ1722  MODELED GRAV-     979,831.8   (mgal)                       NAVD 88
 GZ1722
 GZ1722  VERT ORDER  -  SECOND    CLASS 0
 GZ1722
 GZ1722.The horizontal coordinates were scaled from a topographic map and have
 GZ1722.an estimated accuracy of +/- 6 seconds.
 GZ1722
 GZ1722.The orthometric height was determined by differential leveling
 GZ1722.and adjusted by the National Geodetic Survey in June 1991..
 GZ1722
 GZ1722.The geoid height was determined by GEOID03.
 GZ1722
 GZ1722.The dynamic height is computed by dividing the NAVD 88
 GZ1722.geopotential number by the normal gravity value computed on the
 GZ1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1722.degrees latitude (g = 980.6199 gals.).
 GZ1722
 GZ1722.The modeled gravity was interpolated from observed gravity values.
 GZ1722
 GZ1722;                    North         East    Units  Estimated Accuracy
 GZ1722;SPC KY1Z     - 1,111,100.    1,537,590.      MT  (+/- 180 meters Scaled)
 GZ1722
 GZ1722                          SUPERSEDED SURVEY CONTROL
 GZ1722
 GZ1722  NGVD 29 (??/??/92)  266.027  (m)          872.79   (f) ADJ UNCH    2 0
 GZ1722
 GZ1722.Superseded values are not recommended for survey control.
 GZ1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1722.See file dsdata.txt to determine how the superseded data were derived.
 GZ1722
 GZ1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG483331(NAD 83)
 GZ1722_MARKER: DB = BENCH MARK DISK
 GZ1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1722_STAMPING: D 214 1951 872.790
 GZ1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1722+STABILITY: SURFACE MOTION
 GZ1722
 GZ1722  HISTORY     - Date     Condition        Report By
 GZ1722  HISTORY     - 1951     MONUMENTED       CGS
 GZ1722  HISTORY     - 1958     GOOD             NGS
 GZ1722  HISTORY     - 20000814 POOR             KYDT
 GZ1722
 GZ1722                          STATION DESCRIPTION
 GZ1722
 GZ1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1722'1.1 MI E FROM CAMPBELLSVILLE.
 GZ1722'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 70 FROM THE LOUISVILLE
 GZ1722'AND NASHVILLE RAILROAD STATION AT CAMPBELLSVILLE, ABOUT 0.25
 GZ1722'MILE EAST OF THE JUNCTION OF STATE HIGHWAY 372 LEADING SOUTH,
 GZ1722'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTHWEST
 GZ1722'AND SOUTHEAST, 36 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 GZ1722'1 FOOT SOUTHWEST OF A FENCE CORNER, 42 FEET SOUTHEAST OF A
 GZ1722'40-INCH OAK TREE, 92 FEET EAST-SOUTHEAST OF THE EAST CORNER OF
 GZ1722'A FARM HOUSE, 71 FEET EAST-NORTHEAST OF THE EAST CORNER OF
 GZ1722'A CEMETERY, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ1722'3 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ1722'PROJECTING 3 INCHES.
 GZ1722
 GZ1722                          STATION RECOVERY (1958)
 GZ1722
 GZ1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1722'RECOVERED IN GOOD CONDITION.
 GZ1722
 GZ1722                          STATION RECOVERY (2000)
 GZ1722
 GZ1722'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 GZ1722'MARK PROJECTS 1 FOOT AND LEANING SLIGHTY SOUTHEAST, USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1036 ***********************************************************************
 GZ1036  DESIGNATION -  D 216
 GZ1036  PID         -  GZ1036
 GZ1036  STATE/COUNTY-  KY/PULASKI
 GZ1036  USGS QUAD   -  SCIENCE HILL (1961)
 GZ1036
 GZ1036                         *CURRENT SURVEY CONTROL
 GZ1036  ___________________________________________________________________
 GZ1036* NAD 83(1986)-  37 10 45.     (N)    084 40 51.     (W)     SCALED    
 GZ1036* NAVD 88     -       324.391  (meters)    1064.27   (feet)  POSTED    
 GZ1036  ___________________________________________________________________
 GZ1036  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GZ1036  DYNAMIC HT  -         324.130 (meters)    1063.42  (feet)  COMP
 GZ1036  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 GZ1036
 GZ1036  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GZ1036
 GZ1036.The horizontal coordinates were scaled from a topographic map and have
 GZ1036.an estimated accuracy of +/- 6 seconds.
 GZ1036
 GZ1036.The orthometric height was determined by differential leveling
 GZ1036.and adjusted by the National Geodetic Survey in 1992..
 GZ1036.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GZ1036.rate of 2.1 thru 3.0 mm/km.
 GZ1036
 GZ1036.The geoid height was determined by GEOID03.
 GZ1036
 GZ1036.The dynamic height is computed by dividing the NAVD 88
 GZ1036.geopotential number by the normal gravity value computed on the
 GZ1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1036.degrees latitude (g = 980.6199 gals.).
 GZ1036
 GZ1036.The modeled gravity was interpolated from observed gravity values.
 GZ1036
 GZ1036;                    North         East    Units  Estimated Accuracy
 GZ1036;SPC KY1Z     - 1,094,420.    1,594,940.      MT  (+/- 180 meters Scaled)
 GZ1036
 GZ1036                          SUPERSEDED SURVEY CONTROL
 GZ1036
 GZ1036  NGVD 29 (??/??/92)  324.535  (m)         1064.75   (f) ADJ UNCH    2 0
 GZ1036
 GZ1036.Superseded values are not recommended for survey control.
 GZ1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1036.See file dsdata.txt to determine how the superseded data were derived.
 GZ1036
 GZ1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG058172(NAD 83)
 GZ1036_MARKER: DB = BENCH MARK DISK
 GZ1036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1036_SP_SET: CULVERT
 GZ1036_STAMPING: D 216 1951 1064.745
 GZ1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1036
 GZ1036  HISTORY     - Date     Condition        Report By
 GZ1036  HISTORY     - 1951     MONUMENTED       CGS
 GZ1036  HISTORY     - 1958     POOR             NGS
 GZ1036
 GZ1036                          STATION DESCRIPTION
 GZ1036
 GZ1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1036'1.2 MI W FROM MT ZION.
 GZ1036'ABOUT 1.2 MILES WEST ALONG A GRAVEL ROAD FROM THE METHODIST
 GZ1036'CHURCH AND CEMETERY AT MT. ZION, ABOUT 0.5 MILE SOUTHWEST OF
 GZ1036'MT. ZION CASH STORE, ABOUT 140 FEET NORTHEAST OF THE JUNCTION
 GZ1036'OF A ROAD EAST, SET IN THE TOP OF THE NORTHEAST END OF THE
 GZ1036'NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE BOX-CULVERT, 12 FEET
 GZ1036'NORTHWEST OF THE CENTER LINE OF ROAD, 66 FEET SOUTHWEST OF THE
 GZ1036'CENTER LINE OF DRIVE TO A SMALL IMITATION BRICK HOUSE, AND
 GZ1036'ABOUT LEVEL WITH THE ROAD.
 GZ1036
 GZ1036                          STATION RECOVERY (1958)
 GZ1036
 GZ1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1036'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH6249 ***********************************************************************
 DH6249  DESIGNATION -  D 216 RESET
 DH6249  PID         -  DH6249
 DH6249  STATE/COUNTY-  KY/PULASKI
 DH6249  USGS QUAD   -  SCIENCE HILL (1961)
 DH6249
 DH6249                         *CURRENT SURVEY CONTROL
 DH6249  ___________________________________________________________________
 DH6249* NAD 83(1986)-  37 10 45.     (N)    084 40 51.     (W)     SCALED    
 DH6249* NAVD 88     -       323.06   (+/-2cm)    1059.9    (feet)  VERTCON   
 DH6249  ___________________________________________________________________
 DH6249  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 DH6249
 DH6249  VERT ORDER  -  THIRD (See Below)
 DH6249
 DH6249.The horizontal coordinates were scaled from a topographic map and have
 DH6249.an estimated accuracy of +/- 6 seconds.
 DH6249
 DH6249.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH6249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH6249.The vertical order pertains to the NGVD 29 superseded value.
 DH6249
 DH6249.The geoid height was determined by GEOID03.
 DH6249
 DH6249;                    North         East    Units  Estimated Accuracy
 DH6249;SPC KY1Z     - 1,094,420.    1,594,940.      MT  (+/- 180 meters Scaled)
 DH6249
 DH6249                          SUPERSEDED SURVEY CONTROL
 DH6249
 DH6249  NGVD 29 (10/08/05)  323.20   (m)         1060.4    (f) RESET       3  
 DH6249
 DH6249.Superseded values are not recommended for survey control.
 DH6249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6249.See file dsdata.txt to determine how the superseded data were derived.
 DH6249
 DH6249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG058172(NAD 83)
 DH6249_MARKER: DV = VERTICAL CONTROL DISK
 DH6249_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH6249_SP_SET: CULVERT HEADWALL
 DH6249_STAMPING: D 216 1951 RESET 2005
 DH6249_MARK LOGO: NGS   
 DH6249_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6249+STABILITY: SURFACE MOTION
 DH6249
 DH6249  HISTORY     - Date     Condition        Report By
 DH6249  HISTORY     - 2005     MONUMENTED       KYDT
 DH6249
 DH6249                          STATION DESCRIPTION
 DH6249
 DH6249'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 DH6249'ABOUT 0.4 MILE (0.6 KM) SOUTHWEST ALONG KY 1676 FROM COMMUNITY OF MT
 DH6249'ZION, ABOUT 0.4 MILE (0.6 KM) EAST ALONG KY 1676 FROM JUNCTION OF
 DH6249'BEECH GROVE RIDGE ROAD, AT JUNCTION OF GRAVEL DRIVE SOUTHEAST TO ONE
 DH6249'STORY WHITE VINYL SIDED DOUBLE WIDE MOBILE HOME, 47.1 FEET (14.4 M)
 DH6249'NORTHEAST OF CENTERLINE OF DRIVE, 38.8 FEET (11.8 M) NORTHEAST OF
 DH6249'NORTHEAST END OF 18 INCH CONCRETE PIPE UNDER DRIVE, 12.3 FEET (3.7 M)
 DH6249'SOUTHEAST OF CENTERLINE OF ROAD, SET IN THE TOP OF THE NORTHEAST END
 DH6249'OF SOUTHEAST HEADWALL OF A 4 FOOT (1.2 M) CONCRETE BOX CULVERT,
 DH6249'ORIGINAL DISK REUSED IN RESET WITH ELEVATION OF 1064.745 X OUT, GOUGE
 DH6249'FILED DOWN AND STAMPED D 216 1951 RESET 2005.  THIS LOCATION IS ABOUT
 DH6249'0.1 MILE (0.2 KM) NORTHEAST OF ORIGINAL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0972 ***********************************************************************
 GZ0972  DESIGNATION -  D 217
 GZ0972  PID         -  GZ0972
 GZ0972  STATE/COUNTY-  KY/CASEY
 GZ0972  USGS QUAD   -  PHIL (1953)
 GZ0972
 GZ0972                         *CURRENT SURVEY CONTROL
 GZ0972  ___________________________________________________________________
 GZ0972* NAD 83(1986)-  37 10 06.     (N)    084 56 34.     (W)     SCALED    
 GZ0972* NAVD 88     -       314.237  (meters)    1030.96   (feet)  ADJUSTED  
 GZ0972  ___________________________________________________________________
 GZ0972  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GZ0972  DYNAMIC HT  -         313.985 (meters)    1030.13  (feet)  COMP
 GZ0972  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GZ0972
 GZ0972  VERT ORDER  -  SECOND    CLASS 0
 GZ0972
 GZ0972.The horizontal coordinates were scaled from a topographic map and have
 GZ0972.an estimated accuracy of +/- 6 seconds.
 GZ0972
 GZ0972.The orthometric height was determined by differential leveling
 GZ0972.and adjusted by the National Geodetic Survey in June 1991..
 GZ0972
 GZ0972.The geoid height was determined by GEOID03.
 GZ0972
 GZ0972.The dynamic height is computed by dividing the NAVD 88
 GZ0972.geopotential number by the normal gravity value computed on the
 GZ0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0972.degrees latitude (g = 980.6199 gals.).
 GZ0972
 GZ0972.The modeled gravity was interpolated from observed gravity values.
 GZ0972
 GZ0972;                    North         East    Units  Estimated Accuracy
 GZ0972;SPC KY1Z     - 1,092,980.    1,571,690.      MT  (+/- 180 meters Scaled)
 GZ0972
 GZ0972                          SUPERSEDED SURVEY CONTROL
 GZ0972
 GZ0972  NGVD 29 (??/??/92)  314.374  (m)         1031.41   (f) ADJ UNCH    2 0
 GZ0972
 GZ0972.Superseded values are not recommended for survey control.
 GZ0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0972.See file dsdata.txt to determine how the superseded data were derived.
 GZ0972
 GZ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG826155(NAD 83)
 GZ0972_MARKER: DB = BENCH MARK DISK
 GZ0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0972_STAMPING: D 217 1951 1031.409
 GZ0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0972+STABILITY: SURFACE MOTION
 GZ0972
 GZ0972  HISTORY     - Date     Condition        Report By
 GZ0972  HISTORY     - 1951     MONUMENTED       CGS
 GZ0972  HISTORY     - 1958     GOOD             NGS
 GZ0972  HISTORY     - 1984     GOOD             KYDT
 GZ0972
 GZ0972                          STATION DESCRIPTION
 GZ0972
 GZ0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0972'3.4 MI S FROM PHIL.
 GZ0972'ABOUT 3.35 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE ROAD
 GZ0972'JUNCTION AND POST OFFICE AT PHIL, ABOUT 0.75 MILE SOUTH OF THE
 GZ0972'ROAD JUNCTION AT TEDDY, AT A DIM ROAD NORTH, 54 FEET SOUTHEAST
 GZ0972'OF THE SOUTHEAST CORNER OF ADD MC DONALD FARM HOUSE, 35 FEET
 GZ0972'WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 14 FEET WEST OF
 GZ0972'THE CENTERLINE OF DIM ROAD, 6 1/2 FEET SOUTHEAST OF A 7-INCH
 GZ0972'APPLE TREE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 GZ0972'ABOUT 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GZ0972'POST PROJECTING 4 INCHES.
 GZ0972
 GZ0972                          STATION RECOVERY (1958)
 GZ0972
 GZ0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0972'RECOVERED IN GOOD CONDITION.
 GZ0972
 GZ0972                          STATION RECOVERY (1984)
 GZ0972
 GZ0972'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0905 ***********************************************************************
 GZ0905  DESIGNATION -  D 218
 GZ0905  PID         -  GZ0905
 GZ0905  STATE/COUNTY-  KY/CASEY
 GZ0905  USGS QUAD   -  YOSEMITE (1979)
 GZ0905
 GZ0905                         *CURRENT SURVEY CONTROL
 GZ0905  ___________________________________________________________________
 GZ0905* NAD 83(1986)-  37 16 16.     (N)    084 46 32.     (W)     SCALED    
 GZ0905* NAVD 88     -       381.618  (meters)    1252.03   (feet)  ADJUSTED  
 GZ0905  ___________________________________________________________________
 GZ0905  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GZ0905  DYNAMIC HT  -         381.304 (meters)    1250.99  (feet)  COMP
 GZ0905  MODELED GRAV-     979,797.7   (mgal)                       NAVD 88
 GZ0905
 GZ0905  VERT ORDER  -  SECOND    CLASS 0
 GZ0905
 GZ0905.The horizontal coordinates were scaled from a topographic map and have
 GZ0905.an estimated accuracy of +/- 6 seconds.
 GZ0905
 GZ0905.The orthometric height was determined by differential leveling
 GZ0905.and adjusted by the National Geodetic Survey in June 1991..
 GZ0905
 GZ0905.The geoid height was determined by GEOID03.
 GZ0905
 GZ0905.The dynamic height is computed by dividing the NAVD 88
 GZ0905.geopotential number by the normal gravity value computed on the
 GZ0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0905.degrees latitude (g = 980.6199 gals.).
 GZ0905
 GZ0905.The modeled gravity was interpolated from observed gravity values.
 GZ0905
 GZ0905;                    North         East    Units  Estimated Accuracy
 GZ0905;SPC KY1Z     - 1,104,530.    1,586,420.      MT  (+/- 180 meters Scaled)
 GZ0905
 GZ0905                          SUPERSEDED SURVEY CONTROL
 GZ0905
 GZ0905  NGVD 29 (??/??/92)  381.744  (m)         1252.44   (f) ADJ UNCH    2 0
 GZ0905
 GZ0905.Superseded values are not recommended for survey control.
 GZ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0905.See file dsdata.txt to determine how the superseded data were derived.
 GZ0905
 GZ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG972272(NAD 83)
 GZ0905_MARKER: DB = BENCH MARK DISK
 GZ0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0905_STAMPING: D 218 1951
 GZ0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0905+STABILITY: SURFACE MOTION
 GZ0905
 GZ0905  HISTORY     - Date     Condition        Report By
 GZ0905  HISTORY     - 1951     MONUMENTED       CGS
 GZ0905  HISTORY     - 1958     MARK NOT FOUND   NGS
 GZ0905
 GZ0905                          STATION DESCRIPTION
 GZ0905
 GZ0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0905'0.8 MI SW FROM HUMPHREY.
 GZ0905'ABOUT 0.8 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE CROSSROADS
 GZ0905'AND MT. OLIVE CHRISTIAN CHURCH AT HUMPHREY, ABOUT 0.3 MILE
 GZ0905'SOUTHWEST OF A ROAD LEADING EAST, AT THE RESIDENCE OF HERBERT
 GZ0905'CARMAN, 87 FEET EAST OF A WELL WITH PUMP, 78 1/2 FEET
 GZ0905'EAST-NORTHEAST OF THE EAST CORNER OF HOUSE, 35 FEET NORTHWEST
 GZ0905'OF THE CENTER LINE OF THE ROAD, 15 FEET NORTHWEST OF A FENCE
 GZ0905'CORNER, 2 FEET SOUTHWEST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST
 GZ0905'OF A WHITE WOODEN WITNESS POST ABOUT 3 FEET ABOVE THE ROAD AND
 GZ0905'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0905
 GZ0905                          STATION RECOVERY (1958)
 GZ0905
 GZ0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1021 ***********************************************************************
 GZ1021  DESIGNATION -  D 219
 GZ1021  PID         -  GZ1021
 GZ1021  STATE/COUNTY-  KY/CASEY
 GZ1021  USGS QUAD   -  MINTONVILLE (1976)
 GZ1021
 GZ1021                         *CURRENT SURVEY CONTROL
 GZ1021  ___________________________________________________________________
 GZ1021* NAD 83(1986)-  37 13 11.     (N)    084 46 47.     (W)     SCALED    
 GZ1021* NAVD 88     -       360.356  (meters)    1182.27   (feet)  ADJUSTED  
 GZ1021  ___________________________________________________________________
 GZ1021  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GZ1021  DYNAMIC HT  -         360.058 (meters)    1181.29  (feet)  COMP
 GZ1021  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 GZ1021
 GZ1021  VERT ORDER  -  SECOND    CLASS 0
 GZ1021
 GZ1021.The horizontal coordinates were scaled from a topographic map and have
 GZ1021.an estimated accuracy of +/- 6 seconds.
 GZ1021
 GZ1021.The orthometric height was determined by differential leveling
 GZ1021.and adjusted by the National Geodetic Survey in June 1991..
 GZ1021
 GZ1021.The geoid height was determined by GEOID03.
 GZ1021
 GZ1021.The dynamic height is computed by dividing the NAVD 88
 GZ1021.geopotential number by the normal gravity value computed on the
 GZ1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1021.degrees latitude (g = 980.6199 gals.).
 GZ1021
 GZ1021.The modeled gravity was interpolated from observed gravity values.
 GZ1021
 GZ1021;                    North         East    Units  Estimated Accuracy
 GZ1021;SPC KY1Z     - 1,098,820.    1,586,110.      MT  (+/- 180 meters Scaled)
 GZ1021
 GZ1021                          SUPERSEDED SURVEY CONTROL
 GZ1021
 GZ1021  NGVD 29 (??/??/92)  360.482  (m)         1182.68   (f) ADJ UNCH    2 0
 GZ1021
 GZ1021.Superseded values are not recommended for survey control.
 GZ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1021.See file dsdata.txt to determine how the superseded data were derived.
 GZ1021
 GZ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG969215(NAD 83)
 GZ1021_MARKER: DB = BENCH MARK DISK
 GZ1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1021_STAMPING: D 219 1951 1182.681
 GZ1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1021+STABILITY: SURFACE MOTION
 GZ1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1021+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 GZ1021
 GZ1021  HISTORY     - Date     Condition        Report By
 GZ1021  HISTORY     - 1951     MONUMENTED       CGS
 GZ1021  HISTORY     - 1958     POOR             NGS
 GZ1021  HISTORY     - 1981     GOOD             KYDT
 GZ1021  HISTORY     - 20050503 GOOD             KYDT
 GZ1021
 GZ1021                          STATION DESCRIPTION
 GZ1021
 GZ1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1021'2.2 MI E FROM ARGYLE.
 GZ1021'ABOUT 2.15 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS
 GZ1021'AND POST OFFICE AT ARGYLE, ABOUT 0.55 MILE WEST OF THE JUNCTION
 GZ1021'OF A ROAD SOUTHEAST TO WARE, ABOUT 0.4 MILE EAST OF THE JUNCTION
 GZ1021'OF A ROAD SOUTH, AT THE FARM HOUSE OF C.E. TAYLOR, 66 FEET SOUTH
 GZ1021'OF THE SOUTHEAST CORNER OF HOUSE, 52 FEET EAST OF A POWER POLE
 GZ1021'WITH TRANSFORMER, 25 FEET NORTH OF THE CENTER LINE OF ROAD,
 GZ1021'15 FEET WEST OF THE CENTER LINE OF A FARM DRIVE WAY, 2 FEET
 GZ1021'SOUTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN
 GZ1021'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 GZ1021'CONCRETE POST PROJECTING 4 INCHES.
 GZ1021
 GZ1021                          STATION RECOVERY (1958)
 GZ1021
 GZ1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1021'MARK RECOVERED IN POOR CONDITION.
 GZ1021
 GZ1021                          STATION RECOVERY (1981)
 GZ1021
 GZ1021'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1021'RECOVERED IN GOOD CONDITION.
 GZ1021
 GZ1021                          STATION RECOVERY (2005)
 GZ1021
 GZ1021'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1021'MARK IS 60 FEET WEST OF A POWER POLE WITH TRANSFORMER, 12 FEET
 GZ1021'EAST-SOUTHEAST OF A WATER METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1769 ***********************************************************************
 GC1769  DESIGNATION -  D 22
 GC1769  PID         -  GC1769
 GC1769  STATE/COUNTY-  KY/TRIGG
 GC1769  USGS QUAD   -  CADIZ (1982)
 GC1769
 GC1769                         *CURRENT SURVEY CONTROL
 GC1769  ___________________________________________________________________
 GC1769* NAD 83(1986)-  36 50 25.     (N)    087 51 41.     (W)     SCALED    
 GC1769* NAVD 88     -       159.536  (meters)     523.41   (feet)  ADJUSTED  
 GC1769  ___________________________________________________________________
 GC1769  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GC1769  DYNAMIC HT  -         159.412 (meters)     523.00  (feet)  COMP
 GC1769  MODELED GRAV-     979,849.9   (mgal)                       NAVD 88
 GC1769
 GC1769  VERT ORDER  -  FIRST     CLASS II
 GC1769
 GC1769.The horizontal coordinates were scaled from a topographic map and have
 GC1769.an estimated accuracy of +/- 6 seconds.
 GC1769
 GC1769.The orthometric height was determined by differential leveling
 GC1769.and adjusted by the National Geodetic Survey in June 1991..
 GC1769.WARNING-Repeat measurements at this control monument indicate possible
 GC1769.vertical movement.
 GC1769
 GC1769.The geoid height was determined by GEOID03.
 GC1769
 GC1769.The dynamic height is computed by dividing the NAVD 88
 GC1769.geopotential number by the normal gravity value computed on the
 GC1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1769.degrees latitude (g = 980.6199 gals.).
 GC1769
 GC1769.The modeled gravity was interpolated from observed gravity values.
 GC1769
 GC1769;                    North         East    Units  Estimated Accuracy
 GC1769;SPC KY1Z     - 1,058,400.    1,311,670.      MT  (+/- 180 meters Scaled)
 GC1769
 GC1769                          SUPERSEDED SURVEY CONTROL
 GC1769
 GC1769  NGVD 29 (??/??/92)  159.607  (m)          523.64   (f) ADJ UNCH    1 2
 GC1769
 GC1769.Superseded values are not recommended for survey control.
 GC1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1769.See file dsdata.txt to determine how the superseded data were derived.
 GC1769
 GC1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF231775(NAD 83)
 GC1769_MARKER: DB = BENCH MARK DISK
 GC1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1769_STAMPING: D 22 1934
 GC1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1769+STABILITY: SURFACE MOTION
 GC1769
 GC1769  HISTORY     - Date     Condition        Report By
 GC1769  HISTORY     - 1934     MONUMENTED       CGS
 GC1769  HISTORY     - 1948     GOOD             NGS
 GC1769  HISTORY     - 1968     MARK NOT FOUND   NGS
 GC1769
 GC1769                          STATION DESCRIPTION
 GC1769
 GC1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1769'2.1 MI SW FROM CADIZ.
 GC1769'ABOUT 2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 68 FROM THE COURT
 GC1769'HOUSE IN CADIZ, AT THE SOUTH CORNER OF THE LAWN OF A WHITE FARM
 GC1769'HOUSE ON THE NORTH SIDE OF THE HIGHWAY, 118 FEET SOUTH OF THE
 GC1769'SOUTH CORNER OF THE HOUSE, 30 FEET NORTHWEST OF THE CENTER LINE
 GC1769'OF THE HIGHWAY, 12 FEET NORTH OF A 14-INCH OAK TREE, 10 FEET WEST
 GC1769'OF THE CENTER LINE OF THE DRIVEWAY, 1 1/2 FEET EAST OF A FENCE
 GC1769'LINE, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GC1769'2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A
 GC1769'CONCRETE POST PROJECTING ABOUT 3 INCHES.
 GC1769
 GC1769                          STATION RECOVERY (1968)
 GC1769
 GC1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC1769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1136 ***********************************************************************
 GZ1136  DESIGNATION -  D 220
 GZ1136  PID         -  GZ1136
 GZ1136  STATE/COUNTY-  KY/PULASKI
 GZ1136  USGS QUAD   -  FAUBUSH (1976)
 GZ1136
 GZ1136                         *CURRENT SURVEY CONTROL
 GZ1136  ___________________________________________________________________
 GZ1136* NAD 83(1986)-  37 04 14.     (N)    084 52 27.     (W)     SCALED    
 GZ1136* NAVD 88     -       323.317  (meters)    1060.75   (feet)  ADJUSTED  
 GZ1136  ___________________________________________________________________
 GZ1136  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GZ1136  DYNAMIC HT  -         323.052 (meters)    1059.88  (feet)  COMP
 GZ1136  MODELED GRAV-     979,803.9   (mgal)                       NAVD 88
 GZ1136
 GZ1136  VERT ORDER  -  SECOND    CLASS 0
 GZ1136
 GZ1136.The horizontal coordinates were scaled from a topographic map and have
 GZ1136.an estimated accuracy of +/- 6 seconds.
 GZ1136
 GZ1136.The orthometric height was determined by differential leveling
 GZ1136.and adjusted by the National Geodetic Survey in June 1991..
 GZ1136
 GZ1136.The geoid height was determined by GEOID03.
 GZ1136
 GZ1136.The dynamic height is computed by dividing the NAVD 88
 GZ1136.geopotential number by the normal gravity value computed on the
 GZ1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1136.degrees latitude (g = 980.6199 gals.).
 GZ1136
 GZ1136.The modeled gravity was interpolated from observed gravity values.
 GZ1136
 GZ1136;                    North         East    Units  Estimated Accuracy
 GZ1136;SPC KY1Z     - 1,082,190.    1,577,890.      MT  (+/- 180 meters Scaled)
 GZ1136
 GZ1136                          SUPERSEDED SURVEY CONTROL
 GZ1136
 GZ1136  NGVD 29 (??/??/92)  323.451  (m)         1061.19   (f) ADJ UNCH    2 0
 GZ1136
 GZ1136.Superseded values are not recommended for survey control.
 GZ1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1136.See file dsdata.txt to determine how the superseded data were derived.
 GZ1136
 GZ1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG889048(NAD 83)
 GZ1136_MARKER: DB = BENCH MARK DISK
 GZ1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1136_STAMPING: D 220 1951 1061.198
 GZ1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1136+STABILITY: SURFACE MOTION
 GZ1136
 GZ1136  HISTORY     - Date     Condition        Report By
 GZ1136  HISTORY     - 1951     MONUMENTED       CGS
 GZ1136  HISTORY     - 1958     GOOD             NGS
 GZ1136  HISTORY     - 1984     GOOD             KYDT
 GZ1136  HISTORY     - 20050502 POOR             KYDT
 GZ1136
 GZ1136                          STATION DESCRIPTION
 GZ1136
 GZ1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1136'1.8 MI S FROM INGLE.
 GZ1136'ABOUT 1.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1136'AT INGLE, NEAR THE TOP OF A GRADE, 28 FEET WEST OF THE CENTER
 GZ1136'LINE OF THE ROAD, 112 FEET SOUTHEAST AND ACROSS A DRIVE FROM THE
 GZ1136'SOUTHEAST CORNER OF RESIDENCE OF M.E. WILSON, 94 FEET SOUTHEAST
 GZ1136'AND ACROSS DRIVE FROM A WELL WITH PUMP, 56 FEET SOUTH OF CENTER
 GZ1136'LINE OF DRIVE WAY, 1 1/2 FEET EAST OF A FENCE LINE, 1 1/2
 GZ1136'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GZ1136'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1136
 GZ1136                          STATION RECOVERY (1958)
 GZ1136
 GZ1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1136'RECOVERED IN GOOD CONDITION.
 GZ1136
 GZ1136                          STATION RECOVERY (1984)
 GZ1136
 GZ1136'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1136'RECOVERED IN GOOD CONDITION.
 GZ1136
 GZ1136                          STATION RECOVERY (2005)
 GZ1136
 GZ1136'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1136'POST AND MARK APPEAR TO HAVE BEEN HIT WITH MOWING MACHINE, POST
 GZ1136'CHIPPED, MARK GOUGED BUT SOLID, 2 FEET EAST OF FENCE LINE, ABOUT 0.5
 GZ1136'FOOT BELOW ROAD, PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0198 ***********************************************************************
 GB0198  DESIGNATION -  D 221
 GB0198  PID         -  GB0198
 GB0198  STATE/COUNTY-  KY/WHITLEY
 GB0198  USGS QUAD   -  SAXTON (1982)
 GB0198
 GB0198                         *CURRENT SURVEY CONTROL
 GB0198  ___________________________________________________________________
 GB0198* NAD 83(1986)-  36 39 08.     (N)    084 02 45.     (W)     SCALED    
 GB0198* NAVD 88     -       313.697  (meters)    1029.19   (feet)  ADJUSTED  
 GB0198  ___________________________________________________________________
 GB0198  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GB0198  DYNAMIC HT  -         313.429 (meters)    1028.31  (feet)  COMP
 GB0198  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 GB0198
 GB0198  VERT ORDER  -  SECOND    CLASS 0
 GB0198
 GB0198.The horizontal coordinates were scaled from a topographic map and have
 GB0198.an estimated accuracy of +/- 6 seconds.
 GB0198
 GB0198.The orthometric height was determined by differential leveling
 GB0198.and adjusted by the National Geodetic Survey in June 1991..
 GB0198
 GB0198.The geoid height was determined by GEOID03.
 GB0198
 GB0198.The dynamic height is computed by dividing the NAVD 88
 GB0198.geopotential number by the normal gravity value computed on the
 GB0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0198.degrees latitude (g = 980.6199 gals.).
 GB0198
 GB0198.The modeled gravity was interpolated from observed gravity values.
 GB0198
 GB0198;                    North         East    Units  Estimated Accuracy
 GB0198;SPC KY1Z     - 1,036,790.    1,652,390.      MT  (+/- 180 meters Scaled)
 GB0198
 GB0198                          SUPERSEDED SURVEY CONTROL
 GB0198
 GB0198  NGVD 29 (??/??/92)  313.843  (m)         1029.67   (f) ADJ UNCH    2 0
 GB0198
 GB0198.Superseded values are not recommended for survey control.
 GB0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0198.See file dsdata.txt to determine how the superseded data were derived.
 GB0198
 GB0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF640603(NAD 83)
 GB0198_MARKER: DB = BENCH MARK DISK
 GB0198_SETTING: 66 = SET IN ROCK OUTCROP
 GB0198_SP_SET: ROCK OUTCROP
 GB0198_STAMPING: D 221 1951 1029.667
 GB0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0198+STABILITY: POSITION/ELEVATION WELL
 GB0198
 GB0198  HISTORY     - Date     Condition        Report By
 GB0198  HISTORY     - 1951     MONUMENTED       CGS
 GB0198  HISTORY     - 1957     GOOD             NGS
 GB0198
 GB0198                          STATION DESCRIPTION
 GB0198
 GB0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0198'1 MI S FROM PACKARD.
 GB0198'ABOUT 0.95 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE ROAD
 GB0198'JUNCTION AT PACKARD, ABOUT 0.3 MILE SOUTH OF THE JUNCTION OF A
 GB0198'SIDE ROAD EAST AND A CHURCH, AT THE TOP OF A SHORT GRADE ON THE
 GB0198'NORTH SLOPE OF A HILL, SET IN THE TOP OF A TRIANGLE SHAPED
 GB0198'OUTCROP OF ROCK, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GB0198'ROAD, 9 FEET NORTH OF THE NORTH EDGE OF A LARGE PROMINENT
 GB0198'OUTCROP OF ROCK, 42 FEET NORTHEAST OF THE SOUTHEAST END OF A
 GB0198'36-INCH PIPE CULVERT, 1 1/2 FEET SOUTH OF THE NORTH EDGE OF ROCK
 GB0198'AND ABOUT 1 1/2 FEET ABOVE THE ROAD.
 GB0198
 GB0198                          STATION RECOVERY (1957)
 GB0198
 GB0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1559 ***********************************************************************
 GZ1559  DESIGNATION -  D 224
 GZ1559  PID         -  GZ1559
 GZ1559  STATE/COUNTY-  KY/TAYLOR
 GZ1559  USGS QUAD   -  GREENSBURG (1987)
 GZ1559
 GZ1559                         *CURRENT SURVEY CONTROL
 GZ1559  ___________________________________________________________________
 GZ1559* NAD 83(1986)-  37 20 25.     (N)    085 22 57.     (W)     SCALED    
 GZ1559* NAVD 88     -       248.718  (meters)     816.00   (feet)  ADJUSTED  
 GZ1559  ___________________________________________________________________
 GZ1559  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GZ1559  DYNAMIC HT  -         248.522 (meters)     815.36  (feet)  COMP
 GZ1559  MODELED GRAV-     979,837.6   (mgal)                       NAVD 88
 GZ1559
 GZ1559  VERT ORDER  -  SECOND    CLASS 0
 GZ1559
 GZ1559.The horizontal coordinates were scaled from a topographic map and have
 GZ1559.an estimated accuracy of +/- 6 seconds.
 GZ1559
 GZ1559.The orthometric height was determined by differential leveling
 GZ1559.and adjusted by the National Geodetic Survey in June 1991..
 GZ1559
 GZ1559.The geoid height was determined by GEOID03.
 GZ1559
 GZ1559.The dynamic height is computed by dividing the NAVD 88
 GZ1559.geopotential number by the normal gravity value computed on the
 GZ1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1559.degrees latitude (g = 980.6199 gals.).
 GZ1559
 GZ1559.The modeled gravity was interpolated from observed gravity values.
 GZ1559
 GZ1559;                    North         East    Units  Estimated Accuracy
 GZ1559;SPC KY1Z     - 1,111,820.    1,532,560.      MT  (+/- 180 meters Scaled)
 GZ1559
 GZ1559                          SUPERSEDED SURVEY CONTROL
 GZ1559
 GZ1559  NGVD 29 (??/??/92)  248.857  (m)          816.46   (f) ADJ UNCH    2 0
 GZ1559
 GZ1559.Superseded values are not recommended for survey control.
 GZ1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1559.See file dsdata.txt to determine how the superseded data were derived.
 GZ1559
 GZ1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG432338(NAD 83)
 GZ1559_MARKER: DB = BENCH MARK DISK
 GZ1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1559_STAMPING: D 224 1951
 GZ1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1559+STABILITY: SURFACE MOTION
 GZ1559
 GZ1559  HISTORY     - Date     Condition        Report By
 GZ1559  HISTORY     - 1951     MONUMENTED       CGS
 GZ1559
 GZ1559                          STATION DESCRIPTION
 GZ1559
 GZ1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1559'2.1 MI W FROM CAMPBELLSVILLE.
 GZ1559'ABOUT 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 68 FROM THE HIGH
 GZ1559'SCHOOL AT CAMPBELLSVILLE, THENCE ABOUT 0.7 MILE NORTHWEST ALONG A
 GZ1559'GRAVEL ROAD, ABOUT 1.3 MILES SOUTHEAST OF THE FAIRVIEW CHURCH
 GZ1559'AND CROSSROADS AT SWEENEYVILLE, ABOUT 0.5 MILE NORTHWEST OF A
 GZ1559'RADIO TOWER, SET AT A CROSSROAD, 17 FEET NORTHEAST OF THE
 GZ1559'CENTER LINE OF THE ROAD NORTHWEST, 186 FEET NORTHWEST OF THE
 GZ1559'CENTER OF THE CROSSROADS, 55 FEET SOUTH OF THE WEST CORNER OF A
 GZ1559'BARN, 32 FEET NORTHWEST OF A FENCE CORNER, 12 FEET SOUTHEAST OF
 GZ1559'THE CENTER OF A BOARD GATE TO BARN LOT, 1 FOOT SOUTHWEST
 GZ1559'OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 GZ1559'POST, ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A
 GZ1559'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1666 ***********************************************************************
 GZ1666  DESIGNATION -  D 225
 GZ1666  PID         -  GZ1666
 GZ1666  STATE/COUNTY-  KY/ADAIR
 GZ1666  USGS QUAD   -  KNIFLEY (1970)
 GZ1666
 GZ1666                         *CURRENT SURVEY CONTROL
 GZ1666  ___________________________________________________________________
 GZ1666* NAD 83(1986)-  37 12 04.     (N)    085 13 49.     (W)     SCALED    
 GZ1666* NAVD 88     -       205.642  (meters)     674.68   (feet)  ADJUSTED  
 GZ1666  ___________________________________________________________________
 GZ1666  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GZ1666  DYNAMIC HT  -         205.477 (meters)     674.14  (feet)  COMP
 GZ1666  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 GZ1666
 GZ1666  VERT ORDER  -  SECOND    CLASS 0
 GZ1666
 GZ1666.The horizontal coordinates were scaled from a topographic map and have
 GZ1666.an estimated accuracy of +/- 6 seconds.
 GZ1666
 GZ1666.The orthometric height was determined by differential leveling
 GZ1666.and adjusted by the National Geodetic Survey in June 1991..
 GZ1666
 GZ1666.The geoid height was determined by GEOID03.
 GZ1666
 GZ1666.The dynamic height is computed by dividing the NAVD 88
 GZ1666.geopotential number by the normal gravity value computed on the
 GZ1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1666.degrees latitude (g = 980.6199 gals.).
 GZ1666
 GZ1666.The modeled gravity was interpolated from observed gravity values.
 GZ1666
 GZ1666;                    North         East    Units  Estimated Accuracy
 GZ1666;SPC KY1Z     - 1,096,440.    1,546,140.      MT  (+/- 180 meters Scaled)
 GZ1666
 GZ1666                          SUPERSEDED SURVEY CONTROL
 GZ1666
 GZ1666  NGVD 29 (??/??/92)  205.789  (m)          675.16   (f) ADJ UNCH    2 0
 GZ1666
 GZ1666.Superseded values are not recommended for survey control.
 GZ1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1666.See file dsdata.txt to determine how the superseded data were derived.
 GZ1666
 GZ1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG570186(NAD 83)
 GZ1666_MARKER: DB = BENCH MARK DISK
 GZ1666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1666_SP_SET: BRIDGE ABUTMENT
 GZ1666_STAMPING: D 225 1951 675.159
 GZ1666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1666
 GZ1666  HISTORY     - Date     Condition        Report By
 GZ1666  HISTORY     - 1951     MONUMENTED       CGS
 GZ1666  HISTORY     - 1958     GOOD             NGS
 GZ1666  HISTORY     - 20050823 MARK NOT FOUND   KYTC
 GZ1666
 GZ1666                          STATION DESCRIPTION
 GZ1666
 GZ1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1666'2.8 MI NE FROM ABSHER.
 GZ1666'ABOUT 2.85 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST
 GZ1666'OFFICE AT ABSHER, ABOUT 0.65 MILE SOUTHWEST OF PLUMB POINT
 GZ1666'CHURCH AND SCHOOL, SET IN THE TOP OF THE NORTHWEST END OF THE
 GZ1666'LOWER PART OF THE SOUTHWEST CONCRETE ABUTMENT OF A BRIDGE OVER
 GZ1666'GREEN RIVER, 11 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 GZ1666'1 FOOT SOUTHEAST OF THE NORTHWEST END OF ABUTMENT AND ABOUT 2
 GZ1666'FEET BELOW THE ROAD.
 GZ1666
 GZ1666                          STATION RECOVERY (1958)
 GZ1666
 GZ1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1666'RECOVERED IN GOOD CONDITION.
 GZ1666
 GZ1666                          STATION RECOVERY (2005)
 GZ1666
 GZ1666'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1666'THIS MARK WOULD BE UNDER WATERS OF GREEN RIVER LAKE, CONSIDER
 GZ1666'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1380 ***********************************************************************
 GZ1380  DESIGNATION -  D 227
 GZ1380  PID         -  GZ1380
 GZ1380  STATE/COUNTY-  KY/MARION
 GZ1380  USGS QUAD   -  LEBANON WEST (1994)
 GZ1380
 GZ1380                         *CURRENT SURVEY CONTROL
 GZ1380  ___________________________________________________________________
 GZ1380* NAD 83(1986)-  37 34 49.     (N)    085 20 46.     (W)     SCALED    
 GZ1380* NAVD 88     -       232.055  (meters)     761.33   (feet)  ADJUSTED  
 GZ1380  ___________________________________________________________________
 GZ1380  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GZ1380  DYNAMIC HT  -         231.874 (meters)     760.74  (feet)  COMP
 GZ1380  MODELED GRAV-     979,845.9   (mgal)                       NAVD 88
 GZ1380
 GZ1380  VERT ORDER  -  SECOND    CLASS 0
 GZ1380
 GZ1380.The horizontal coordinates were scaled from a topographic map and have
 GZ1380.an estimated accuracy of +/- 6 seconds.
 GZ1380
 GZ1380.The orthometric height was determined by differential leveling
 GZ1380.and adjusted by the National Geodetic Survey in June 1991..
 GZ1380
 GZ1380.The geoid height was determined by GEOID03.
 GZ1380
 GZ1380.The dynamic height is computed by dividing the NAVD 88
 GZ1380.geopotential number by the normal gravity value computed on the
 GZ1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1380.degrees latitude (g = 980.6199 gals.).
 GZ1380
 GZ1380.The modeled gravity was interpolated from observed gravity values.
 GZ1380
 GZ1380;                    North         East    Units  Estimated Accuracy
 GZ1380;SPC KY1Z     - 1,138,470.    1,535,670.      MT  (+/- 180 meters Scaled)
 GZ1380
 GZ1380                          SUPERSEDED SURVEY CONTROL
 GZ1380
 GZ1380  NGVD 29 (??/??/92)  232.189  (m)          761.77   (f) ADJ UNCH    2 0
 GZ1380
 GZ1380.Superseded values are not recommended for survey control.
 GZ1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1380.See file dsdata.txt to determine how the superseded data were derived.
 GZ1380
 GZ1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG460605(NAD 83)
 GZ1380_MARKER: DB = BENCH MARK DISK
 GZ1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1380_STAMPING: D 227 1951
 GZ1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1380+STABILITY: SURFACE MOTION
 GZ1380
 GZ1380  HISTORY     - Date     Condition        Report By
 GZ1380  HISTORY     - 1951     MONUMENTED       CGS
 GZ1380
 GZ1380                          STATION DESCRIPTION
 GZ1380
 GZ1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1380'AT SAINT MARY.
 GZ1380'AT SAINT MARY, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, AT
 GZ1380'THE CROSSING OF STATE HIGHWAY 84, 27 FEET NORTHEAST OF THE
 GZ1380'NORTHEAST RAIL, 135 FEET EAST OF THE CENTER OF THE CROSSING, 30
 GZ1380'FEET EAST-SOUTHEAST OF THE EAST CORNER OF THE STATION, 3 FEET
 GZ1380'WEST OF A 10-INCH WALNUT TREE, 4 FEET SOUTHEAST OF A FENCE CORNER,
 GZ1380'1 FOOT SOUTHWEST OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE
 GZ1380'WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP
 GZ1380'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2077 ***********************************************************************
 GZ2077  DESIGNATION -  D 228
 GZ2077  PID         -  GZ2077
 GZ2077  STATE/COUNTY-  KY/GREEN
 GZ2077  USGS QUAD   -  CENTER (1985)
 GZ2077
 GZ2077                         *CURRENT SURVEY CONTROL
 GZ2077  ___________________________________________________________________
 GZ2077* NAD 83(1986)-  37 14 55.     (N)    085 37 51.     (W)     SCALED    
 GZ2077* NAVD 88     -       227.090  (meters)     745.04   (feet)  ADJUSTED  
 GZ2077  ___________________________________________________________________
 GZ2077  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GZ2077  DYNAMIC HT  -         226.915 (meters)     744.47  (feet)  COMP
 GZ2077  MODELED GRAV-     979,854.5   (mgal)                       NAVD 88
 GZ2077
 GZ2077  VERT ORDER  -  SECOND    CLASS 0
 GZ2077
 GZ2077.The horizontal coordinates were scaled from a topographic map and have
 GZ2077.an estimated accuracy of +/- 6 seconds.
 GZ2077
 GZ2077.The orthometric height was determined by differential leveling
 GZ2077.and adjusted by the National Geodetic Survey in June 1991..
 GZ2077
 GZ2077.The geoid height was determined by GEOID03.
 GZ2077
 GZ2077.The dynamic height is computed by dividing the NAVD 88
 GZ2077.geopotential number by the normal gravity value computed on the
 GZ2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2077.degrees latitude (g = 980.6199 gals.).
 GZ2077
 GZ2077.The modeled gravity was interpolated from observed gravity values.
 GZ2077
 GZ2077;                    North         East    Units  Estimated Accuracy
 GZ2077;SPC KY1Z     - 1,101,590.    1,510,570.      MT  (+/- 180 meters Scaled)
 GZ2077
 GZ2077                          SUPERSEDED SURVEY CONTROL
 GZ2077
 GZ2077  NGVD 29 (??/??/92)  227.229  (m)          745.50   (f) ADJ UNCH    2 0
 GZ2077
 GZ2077.Superseded values are not recommended for survey control.
 GZ2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2077.See file dsdata.txt to determine how the superseded data were derived.
 GZ2077
 GZ2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG214233(NAD 83)
 GZ2077_MARKER: DB = BENCH MARK DISK
 GZ2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2077_STAMPING: D 228 1951
 GZ2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2077+STABILITY: SURFACE MOTION
 GZ2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2077+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 GZ2077
 GZ2077  HISTORY     - Date     Condition        Report By
 GZ2077  HISTORY     - 1951     MONUMENTED       CGS
 GZ2077  HISTORY     - 20010426 GOOD             KYDT
 GZ2077
 GZ2077                          STATION DESCRIPTION
 GZ2077
 GZ2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2077'0.8 MI NW FROM DONANSBURG.
 GZ2077'ABOUT 0.85 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ2077'OFFICE AND INTERSECTION OF STATE HIGHWAY 88 AT DONANSBURG, ABOUT
 GZ2077'0.95 MILE SOUTHEAST OF A ROAD JUNCTION AND NEW SALEM BAPTIST
 GZ2077'CHURCH, ABOUT 0.45 MILE NORTHWEST OF A CEMETERY, AT THE JUNCTION
 GZ2077'OF A PRIVATE ROAD NORTHEAST, 46 FEET NORTHEAST OF THE CENTER
 GZ2077'LINE OF ROAD, 33 FEET NORTHWEST OF THE CENTER LINE OF PRIVATE
 GZ2077'ROAD, 23 1/2 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT SOUTHEAST
 GZ2077'OF A FENCE LINE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 GZ2077'CONCRETE POST PROJECTING 4 INCHES.
 GZ2077
 GZ2077                          STATION RECOVERY (2001)
 GZ2077
 GZ2077'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2077'MARK IS AT THE BASE OF A 8 INCH CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2014 ***********************************************************************
 GZ2014  DESIGNATION -  D 229
 GZ2014  PID         -  GZ2014
 GZ2014  STATE/COUNTY-  KY/GREEN
 GZ2014  USGS QUAD   -  CENTER (1985)
 GZ2014
 GZ2014                         *CURRENT SURVEY CONTROL
 GZ2014  ___________________________________________________________________
 GZ2014* NAD 83(1986)-  37 13 31.     (N)    085 40 14.     (W)     SCALED    
 GZ2014* NAVD 88     -       197.845  (meters)     649.10   (feet)  ADJUSTED  
 GZ2014  ___________________________________________________________________
 GZ2014  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GZ2014  DYNAMIC HT  -         197.692 (meters)     648.59  (feet)  COMP
 GZ2014  MODELED GRAV-     979,852.0   (mgal)                       NAVD 88
 GZ2014
 GZ2014  VERT ORDER  -  SECOND    CLASS 0
 GZ2014
 GZ2014.The horizontal coordinates were scaled from a topographic map and have
 GZ2014.an estimated accuracy of +/- 6 seconds.
 GZ2014
 GZ2014.The orthometric height was determined by differential leveling
 GZ2014.and adjusted by the National Geodetic Survey in June 1991..
 GZ2014
 GZ2014.The geoid height was determined by GEOID03.
 GZ2014
 GZ2014.The dynamic height is computed by dividing the NAVD 88
 GZ2014.geopotential number by the normal gravity value computed on the
 GZ2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2014.degrees latitude (g = 980.6199 gals.).
 GZ2014
 GZ2014.The modeled gravity was interpolated from observed gravity values.
 GZ2014
 GZ2014;                    North         East    Units  Estimated Accuracy
 GZ2014;SPC KY1Z     - 1,099,000.    1,507,050.      MT  (+/- 180 meters Scaled)
 GZ2014
 GZ2014                          SUPERSEDED SURVEY CONTROL
 GZ2014
 GZ2014  NGVD 29 (??/??/92)  197.982  (m)          649.55   (f) ADJ UNCH    2 0
 GZ2014
 GZ2014.Superseded values are not recommended for survey control.
 GZ2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2014.See file dsdata.txt to determine how the superseded data were derived.
 GZ2014
 GZ2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG179206(NAD 83)
 GZ2014_MARKER: DB = BENCH MARK DISK
 GZ2014_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2014_SP_SET: ROCK OUTCROP
 GZ2014_STAMPING: D 229 1951
 GZ2014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2014+STABILITY: POSITION/ELEVATION WELL
 GZ2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2014+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 GZ2014
 GZ2014  HISTORY     - Date     Condition        Report By
 GZ2014  HISTORY     - 1951     MONUMENTED       CGS
 GZ2014  HISTORY     - 20010426 GOOD             KYDT
 GZ2014
 GZ2014                          STATION DESCRIPTION
 GZ2014
 GZ2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2014'2.7 MI W FROM DONANSBURG.
 GZ2014'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 GZ2014'AND CROSSROAD AT DONANSBURG, THENCE ABOUT 0.1 MILE NORTHWEST ALONG
 GZ2014'A GRAVEL ROAD, THENCE ABOUT 0.4 MILE WEST AND NORTHWEST ALONG AN
 GZ2014'OLD DIM ROAD, ABOUT 0.35 MILE NORTHWEST OF A CEMETERY, ABOUT
 GZ2014'75 YARDS SOUTHEAST OF A HOUSE, SET IN THE TOP OF THE NORTHWEST
 GZ2014'EDGE OF THE WEST ONE OF TWO LARGE OUTCROPS OF ROCK, 33 FEET
 GZ2014'SOUTHWEST OF THE CENTER LINE OF ROAD, 1 1/2 FEET NORTHEAST
 GZ2014'OF A FENCE LINE, 2 FEET SOUTHEAST OF THE NORTHWEST EDGE
 GZ2014'OF OUTCROP AND ABOUT 5 FEET ABOVE OLD ROAD.  NOTE-- MARK MAY
 GZ2014'BE REACHED FROM THE CROSSROADS AT MONROE, HART COUNTY BY GOING
 GZ2014'ABOUT 0.85 MILE EAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.4 MILE
 GZ2014'SOUTHEAST ALONG A PRIVATE DIRT ROAD, THENCE ABOUT 0.6 MILE
 GZ2014'SOUTHEAST ALONG A DIM ROAD AND TRAIL TO LITTLE BARREN RIVER,
 GZ2014'THENCE ABOUT 0.4 MILE EAST ALONG A TRAIL AND DIM ROAD.
 GZ2014
 GZ2014                          STATION RECOVERY (2001)
 GZ2014
 GZ2014'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0922 ***********************************************************************
 GZ0922  DESIGNATION -  D 230
 GZ0922  PID         -  GZ0922
 GZ0922  STATE/COUNTY-  KY/CASEY
 GZ0922  USGS QUAD   -  YOSEMITE (1979)
 GZ0922
 GZ0922                         *CURRENT SURVEY CONTROL
 GZ0922  ___________________________________________________________________
 GZ0922* NAD 83(1986)-  37 20 37.     (N)    084 50 56.     (W)     SCALED    
 GZ0922* NAVD 88     -       265.447  (meters)     870.89   (feet)  ADJUSTED  
 GZ0922  ___________________________________________________________________
 GZ0922  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GZ0922  DYNAMIC HT  -         265.238 (meters)     870.20  (feet)  COMP
 GZ0922  MODELED GRAV-     979,835.7   (mgal)                       NAVD 88
 GZ0922
 GZ0922  VERT ORDER  -  SECOND    CLASS 0
 GZ0922
 GZ0922.The horizontal coordinates were scaled from a topographic map and have
 GZ0922.an estimated accuracy of +/- 6 seconds.
 GZ0922
 GZ0922.The orthometric height was determined by differential leveling
 GZ0922.and adjusted by the National Geodetic Survey in June 1991..
 GZ0922
 GZ0922.The geoid height was determined by GEOID03.
 GZ0922
 GZ0922.The dynamic height is computed by dividing the NAVD 88
 GZ0922.geopotential number by the normal gravity value computed on the
 GZ0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0922.degrees latitude (g = 980.6199 gals.).
 GZ0922
 GZ0922.The modeled gravity was interpolated from observed gravity values.
 GZ0922
 GZ0922;                    North         East    Units  Estimated Accuracy
 GZ0922;SPC KY1Z     - 1,112,510.    1,579,840.      MT  (+/- 180 meters Scaled)
 GZ0922
 GZ0922                          SUPERSEDED SURVEY CONTROL
 GZ0922
 GZ0922  NGVD 29 (??/??/92)  265.587  (m)          871.35   (f) ADJ UNCH    2 0
 GZ0922
 GZ0922.Superseded values are not recommended for survey control.
 GZ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0922.See file dsdata.txt to determine how the superseded data were derived.
 GZ0922
 GZ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG905351(NAD 83)
 GZ0922_MARKER: DB = BENCH MARK DISK
 GZ0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0922_STAMPING: D 230 1951 871.347
 GZ0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0922+STABILITY: SURFACE MOTION
 GZ0922
 GZ0922  HISTORY     - Date     Condition        Report By
 GZ0922  HISTORY     - 1951     MONUMENTED       CGS
 GZ0922  HISTORY     - 1958     GOOD             NGS
 GZ0922
 GZ0922                          STATION DESCRIPTION
 GZ0922
 GZ0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0922'1.4 MI SW FROM YOSEMITE.
 GZ0922'ABOUT 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 70 FROM THE JUNCTION
 GZ0922'OF STATE HIGHWAY 198 AND THE POST OFFICE AT YOSEMITE, ABOUT 1.0
 GZ0922'MILE SOUTHWEST OF GREEN RIVER CHRISTIAN CHURCH AND CEMETERY,
 GZ0922'ABOUT 0.1 MILE NORTHEAST OF THE BOTTOM OF GRADES AND A CULVERT OVER
 GZ0922'BECKY BRANCH, ABOUT 85 YARDS SOUTHWEST OF A FENCE CORNER, 31 FEET
 GZ0922'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A
 GZ0922'FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 GZ0922'CONCRETE POST PROJECTING 4 INCHES.
 GZ0922
 GZ0922                          STATION RECOVERY (1958)
 GZ0922
 GZ0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2626 ***********************************************************************
 GA2626  DESIGNATION -  D 231
 GA2626  PID         -  GA2626
 GA2626  STATE/COUNTY-  KY/BELL
 GA2626  USGS QUAD   -  EAGAN (1953)
 GA2626
 GA2626                         *CURRENT SURVEY CONTROL
 GA2626  ___________________________________________________________________
 GA2626* NAD 83(1986)-  36 36 19.     (N)    083 52 52.     (W)     SCALED    
 GA2626* NAVD 88     -       471.959  (meters)    1548.42   (feet)  ADJUSTED  
 GA2626  ___________________________________________________________________
 GA2626  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GA2626  DYNAMIC HT  -         471.538 (meters)    1547.04  (feet)  COMP
 GA2626  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 GA2626
 GA2626  VERT ORDER  -  SECOND    CLASS 0
 GA2626
 GA2626.The horizontal coordinates were scaled from a topographic map and have
 GA2626.an estimated accuracy of +/- 6 seconds.
 GA2626
 GA2626.The orthometric height was determined by differential leveling
 GA2626.and adjusted by the National Geodetic Survey in June 1991..
 GA2626
 GA2626.The geoid height was determined by GEOID03.
 GA2626
 GA2626.The dynamic height is computed by dividing the NAVD 88
 GA2626.geopotential number by the normal gravity value computed on the
 GA2626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2626.degrees latitude (g = 980.6199 gals.).
 GA2626
 GA2626.The modeled gravity was interpolated from observed gravity values.
 GA2626
 GA2626;                    North         East    Units  Estimated Accuracy
 GA2626;SPC KY1Z     - 1,031,860.    1,667,220.      MT  (+/- 180 meters Scaled)
 GA2626
 GA2626                          SUPERSEDED SURVEY CONTROL
 GA2626
 GA2626  NGVD 29 (??/??/92)  472.080  (m)         1548.82   (f) ADJ UNCH    2 0
 GA2626
 GA2626.Superseded values are not recommended for survey control.
 GA2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2626.See file dsdata.txt to determine how the superseded data were derived.
 GA2626
 GA2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA422549(NAD 83)
 GA2626_MARKER: DB = BENCH MARK DISK
 GA2626_SETTING: 66 = SET IN ROCK OUTCROP
 GA2626_SP_SET: ROCK OUTCROP
 GA2626_STAMPING: D 231 1951 1548.816
 GA2626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2626+STABILITY: POSITION/ELEVATION WELL
 GA2626
 GA2626  HISTORY     - Date     Condition        Report By
 GA2626  HISTORY     - 1951     MONUMENTED       CGS
 GA2626  HISTORY     - 1975     GOOD             NGS
 GA2626
 GA2626                          STATION DESCRIPTION
 GA2626
 GA2626'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2626'0.8 MI NE FROM FONDE.
 GA2626'0.85 MILES NORTHEAST ALONG STATE HIGHWAY 74 FROM THE JUNCTION OF
 GA2626'STATE HIGHWAY 535 AT FONDE, 26 FEET NORTHWEST OF THE CENTER LINE
 GA2626'OF THE HIGHWAY, 11 FEET NORTH-NORTHWEST OF THE NORTHWEST END OF
 GA2626'A 24-INCH PIPE CULVERT WITH STONE HEAD WALLS, ABOUT 10 FEET
 GA2626'NORTHEAST OF THE CENTER OF A HILL SIDE ROCKY WASH, SET IN THE
 GA2626'BOTTOM LEDGE OF A LAYERED OUTCROP OF ROCK PROJECTING OUT OF FOOT
 GA2626'OF HIGHWAY BENCH CUT AND ABOUT 1 FOOT BELOW THE HIGHWAY.  NOTE--
 GA2626'THE CORRECT MILEAGE IS 0.95 MILE NORTHEAST OF FONDE.
 GA2626
 GA2626                          STATION RECOVERY (1975)
 GA2626
 GA2626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1122 ***********************************************************************
 GZ1122  DESIGNATION -  D 231 X
 GZ1122  PID         -  GZ1122
 GZ1122  STATE/COUNTY-  KY/PULASKI
 GZ1122  USGS QUAD   -  DELMER (1973)
 GZ1122
 GZ1122                         *CURRENT SURVEY CONTROL
 GZ1122  ___________________________________________________________________
 GZ1122* NAD 83(1986)-  37 00 32.     (N)    084 42 20.     (W)     SCALED    
 GZ1122* NAVD 88     -       230.401  (meters)     755.91   (feet)  ADJUSTED  
 GZ1122  ___________________________________________________________________
 GZ1122  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GZ1122  DYNAMIC HT  -         230.220 (meters)     755.31  (feet)  COMP
 GZ1122  MODELED GRAV-     979,838.3   (mgal)                       NAVD 88
 GZ1122
 GZ1122  VERT ORDER  -  SECOND    CLASS 0
 GZ1122
 GZ1122.The horizontal coordinates were scaled from a topographic map and have
 GZ1122.an estimated accuracy of +/- 6 seconds.
 GZ1122
 GZ1122.The orthometric height was determined by differential leveling
 GZ1122.and adjusted by the National Geodetic Survey in June 1991..
 GZ1122
 GZ1122.The geoid height was determined by GEOID03.
 GZ1122
 GZ1122.The dynamic height is computed by dividing the NAVD 88
 GZ1122.geopotential number by the normal gravity value computed on the
 GZ1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1122.degrees latitude (g = 980.6199 gals.).
 GZ1122
 GZ1122.The modeled gravity was interpolated from observed gravity values.
 GZ1122
 GZ1122;                    North         East    Units  Estimated Accuracy
 GZ1122;SPC KY1Z     - 1,075,500.    1,592,960.      MT  (+/- 180 meters Scaled)
 GZ1122
 GZ1122                          SUPERSEDED SURVEY CONTROL
 GZ1122
 GZ1122  NGVD 29 (??/??/92)  230.559  (m)          756.43   (f) ADJ UNCH    2 0
 GZ1122
 GZ1122.Superseded values are not recommended for survey control.
 GZ1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1122.See file dsdata.txt to determine how the superseded data were derived.
 GZ1122
 GZ1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF041983(NAD 83)
 GZ1122_MARKER: DB = BENCH MARK DISK
 GZ1122_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1122_SP_SET: ROCK OUTCROP
 GZ1122_STAMPING: D 231 X 1951 756.426
 GZ1122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1122+STABILITY: POSITION/ELEVATION WELL
 GZ1122
 GZ1122  HISTORY     - Date     Condition        Report By
 GZ1122  HISTORY     - 1951     MONUMENTED       CGS
 GZ1122  HISTORY     - 1958     GOOD             NGS
 GZ1122  HISTORY     - 1961     MARK NOT FOUND   NGS
 GZ1122  HISTORY     - 1984     GOOD             KYDT
 GZ1122
 GZ1122                          STATION DESCRIPTION
 GZ1122
 GZ1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ1122'3.3 MI SE FROM DELMER.
 GZ1122'1.2 MILES SOUTH ALONG STATE HIGHWAY 235 FROM THE POST OFFICE AT
 GZ1122'DELMER, THENCE ABOUT 1.9 MILES EAST ALONG A GRAVEL ROAD TO POINT
 GZ1122'WHERE GRAVEL ROAD TURNS SOUTH, THENCE SOUTHEAST ALONG THE TOP
 GZ1122'OF A NARROW RIDGE AND FOLLOW FOOT PATH ABOUT 0.3 MILE, SET IN
 GZ1122'THE TOP OF AN OUTCROP OF LIME STONE ON TOP OF A NARROW RIDGE, ON
 GZ1122'THE RIGHT BANK OF FISHING CREEK EMBAYMENT OF CUMBERLAND LAKE,
 GZ1122'32.5 FEET NORTHWEST OF A 20 INCH OAK TREE WHICH IS ON THE
 GZ1122'SOUTHWEST EDGE OF FOOT PATH, 5 FEET SOUTHWEST OF A PROMINENT
 GZ1122'LEDGE OF ROCK ABOUT 30 BY 35 FEET, 1 FOOT NORTHEAST OF FOOT
 GZ1122'PATH, AND ABOUT 30 FEET ABOVE HIGH WATER LEVEL.
 GZ1122
 GZ1122                          STATION RECOVERY (1961)
 GZ1122
 GZ1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GZ1122'MARK NOT FOUND.
 GZ1122
 GZ1122                          STATION RECOVERY (1984)
 GZ1122
 GZ1122'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1242 ***********************************************************************
 GB1242  DESIGNATION -  D 232
 GB1242  PID         -  GB1242
 GB1242  STATE/COUNTY-  KY/WAYNE
 GB1242  USGS QUAD   -  FRAZER (1982)
 GB1242
 GB1242                         *CURRENT SURVEY CONTROL
 GB1242  ___________________________________________________________________
 GB1242* NAD 83(1986)-  36 54 48.     (N)    084 39 05.     (W)     SCALED    
 GB1242* NAVD 88     -       261.694  (meters)     858.57   (feet)  ADJUSTED  
 GB1242  ___________________________________________________________________
 GB1242  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GB1242  DYNAMIC HT  -         261.489 (meters)     857.90  (feet)  COMP
 GB1242  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 GB1242
 GB1242  VERT ORDER  -  SECOND    CLASS 0
 GB1242
 GB1242.The horizontal coordinates were scaled from a topographic map and have
 GB1242.an estimated accuracy of +/- 6 seconds.
 GB1242
 GB1242.The orthometric height was determined by differential leveling
 GB1242.and adjusted by the National Geodetic Survey in June 1991..
 GB1242
 GB1242.The geoid height was determined by GEOID03.
 GB1242
 GB1242.The dynamic height is computed by dividing the NAVD 88
 GB1242.geopotential number by the normal gravity value computed on the
 GB1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1242.degrees latitude (g = 980.6199 gals.).
 GB1242
 GB1242.The modeled gravity was interpolated from observed gravity values.
 GB1242
 GB1242;                    North         East    Units  Estimated Accuracy
 GB1242;SPC KY1Z     - 1,064,950.    1,597,900.      MT  (+/- 180 meters Scaled)
 GB1242
 GB1242                          SUPERSEDED SURVEY CONTROL
 GB1242
 GB1242  NGVD 29 (??/??/92)  261.856  (m)          859.11   (f) ADJ UNCH    2 0
 GB1242
 GB1242.Superseded values are not recommended for survey control.
 GB1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1242.See file dsdata.txt to determine how the superseded data were derived.
 GB1242
 GB1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF092878(NAD 83)
 GB1242_MARKER: DB = BENCH MARK DISK
 GB1242_SETTING: 66 = SET IN ROCK OUTCROP
 GB1242_SP_SET: ROCK LEDGE
 GB1242_STAMPING: D 232 1951 859.106
 GB1242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1242+STABILITY: POSITION/ELEVATION WELL
 GB1242
 GB1242  HISTORY     - Date     Condition        Report By
 GB1242  HISTORY     - 1951     MONUMENTED       CGS
 GB1242  HISTORY     - 1957     POOR             NGS
 GB1242
 GB1242                          STATION DESCRIPTION
 GB1242
 GB1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1242'AT KIDDER.
 GB1242'AT KIDDER, ABOUT 0.2 MILE SOUTHEAST ALONG A ROUGH ROCKY ROAD
 GB1242'FROM BRIDGE OVER CEDAR SINKING CREEK, AT THE STORE AND POST
 GB1242'OFFICE, SET IN THE TOP OF THE NORTHEAST END OF A LIMESTONE
 GB1242'LEDGE, 43 FEET SOUTHEAST OF THE CENTER LINE OF ROAD, 32 FEET
 GB1242'EAST-SOUTHEAST OF THE SOUTHEAST END OF A 3-FOOT WOODEN CULVERT
 GB1242'UNDER ROAD, 25 1/2 FEET SOUTHWEST OF THE WEST CORNER OF POST
 GB1242'OFFICE AND STORE BUILDING, 1 1/2 FEET SOUTHWEST OF NORTHEAST
 GB1242'EDGE OF OUTCROP AND AOUT 4 FEET ABOVE THE ROAD.
 GB1242
 GB1242                          STATION RECOVERY (1957)
 GB1242
 GB1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1242'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1131 ***********************************************************************
 GB1131  DESIGNATION -  D 233
 GB1131  PID         -  GB1131
 GB1131  STATE/COUNTY-  KY/WAYNE
 GB1131  USGS QUAD   -  MONTICELLO (1977)
 GB1131
 GB1131                         *CURRENT SURVEY CONTROL
 GB1131  ___________________________________________________________________
 GB1131* NAD 83(1986)-  36 50 33.     (N)    084 45 49.     (W)     SCALED    
 GB1131* NAVD 88     -       330.081  (meters)    1082.94   (feet)  ADJUSTED  
 GB1131  ___________________________________________________________________
 GB1131  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB1131  DYNAMIC HT  -         329.814 (meters)    1082.06  (feet)  COMP
 GB1131  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 GB1131
 GB1131  VERT ORDER  -  SECOND    CLASS 0
 GB1131
 GB1131.The horizontal coordinates were scaled from a topographic map and have
 GB1131.an estimated accuracy of +/- 6 seconds.
 GB1131
 GB1131.The orthometric height was determined by differential leveling
 GB1131.and adjusted by the National Geodetic Survey in June 1991..
 GB1131
 GB1131.The geoid height was determined by GEOID03.
 GB1131
 GB1131.The dynamic height is computed by dividing the NAVD 88
 GB1131.geopotential number by the normal gravity value computed on the
 GB1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1131.degrees latitude (g = 980.6199 gals.).
 GB1131
 GB1131.The modeled gravity was interpolated from observed gravity values.
 GB1131
 GB1131;                    North         East    Units  Estimated Accuracy
 GB1131;SPC KY1Z     - 1,056,980.    1,587,990.      MT  (+/- 180 meters Scaled)
 GB1131
 GB1131                          SUPERSEDED SURVEY CONTROL
 GB1131
 GB1131  NGVD 29 (??/??/92)  330.228  (m)         1083.42   (f) ADJ UNCH    2 0
 GB1131
 GB1131.Superseded values are not recommended for survey control.
 GB1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1131.See file dsdata.txt to determine how the superseded data were derived.
 GB1131
 GB1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF994797(NAD 83)
 GB1131_MARKER: DB = BENCH MARK DISK
 GB1131_SETTING: 66 = SET IN ROCK OUTCROP
 GB1131_SP_SET: ROCK LEDGE
 GB1131_STAMPING: D 233 1951 1083.423
 GB1131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1131+STABILITY: POSITION/ELEVATION WELL
 GB1131
 GB1131  HISTORY     - Date     Condition        Report By
 GB1131  HISTORY     - 1951     MONUMENTED       CGS
 GB1131  HISTORY     - 1957     GOOD             NGS
 GB1131
 GB1131                          STATION DESCRIPTION
 GB1131
 GB1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1131'1.4 MI SE FROM SPANN.
 GB1131'ABOUT 0.45 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GB1131'SPANN, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG A DIRT ROAD, ABOUT 0.15
 GB1131'MILE NORTHWEST OF AN ABANDONED HOUSE WHICH IS SOUTHWEST OF ROAD,
 GB1131'SET IN THE TOP OF A LIMESTONE LEDGE, 9 FEET NORTHEAST OF THE CENTER
 GB1131'LINE OF ROAD, 66 FEET NORTH-NORTHWEST AND ACROSS ROAD FROM A
 GB1131'TRIANGULAR BLAZED 20-INCH MAPLE TREE, 49 FEET EAST AND ACROSS THE
 GB1131'ROAD FROM A TRIANGULAR BLAZED 28-INCH BEECH TREE, 2 FEET SOUTH OF
 GB1131'A 10-INCH CHISELED TRIANGLE WHICH IS CHISELED IN VERTICAL FACE OF
 GB1131'LEDGE AND ABOUT 2 1/2 FEET ABOVE THE ROAD.
 GB1131
 GB1131                          STATION RECOVERY (1957)
 GB1131
 GB1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1181 ***********************************************************************
 GB1181  DESIGNATION -  D 234
 GB1181  PID         -  GB1181
 GB1181  STATE/COUNTY-  KY/WAYNE
 GB1181  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1181
 GB1181                         *CURRENT SURVEY CONTROL
 GB1181  ___________________________________________________________________
 GB1181* NAD 83(1986)-  36 43 44.     (N)    084 50 44.     (W)     SCALED    
 GB1181* NAVD 88     -       292.469  (meters)     959.54   (feet)  ADJUSTED  
 GB1181  ___________________________________________________________________
 GB1181  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 GB1181  DYNAMIC HT  -         292.227 (meters)     958.75  (feet)  COMP
 GB1181  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 GB1181
 GB1181  VERT ORDER  -  SECOND    CLASS 0
 GB1181
 GB1181.The horizontal coordinates were scaled from a topographic map and have
 GB1181.an estimated accuracy of +/- 6 seconds.
 GB1181
 GB1181.The orthometric height was determined by differential leveling
 GB1181.and adjusted by the National Geodetic Survey in June 1991..
 GB1181
 GB1181.The geoid height was determined by GEOID03.
 GB1181
 GB1181.The dynamic height is computed by dividing the NAVD 88
 GB1181.geopotential number by the normal gravity value computed on the
 GB1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1181.degrees latitude (g = 980.6199 gals.).
 GB1181
 GB1181.The modeled gravity was interpolated from observed gravity values.
 GB1181
 GB1181;                    North         East    Units  Estimated Accuracy
 GB1181;SPC KY1Z     - 1,044,290.    1,580,800.      MT  (+/- 180 meters Scaled)
 GB1181
 GB1181                          SUPERSEDED SURVEY CONTROL
 GB1181
 GB1181  NGVD 29 (??/??/92)  292.606  (m)          959.99   (f) ADJ UNCH    2 0
 GB1181
 GB1181.Superseded values are not recommended for survey control.
 GB1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1181.See file dsdata.txt to determine how the superseded data were derived.
 GB1181
 GB1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF923669(NAD 83)
 GB1181_MARKER: DB = BENCH MARK DISK
 GB1181_SETTING: 66 = SET IN ROCK OUTCROP
 GB1181_SP_SET: ROCK LEDGE
 GB1181_STAMPING: D 234 1951 959.992
 GB1181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1181+STABILITY: POSITION/ELEVATION WELL
 GB1181
 GB1181  HISTORY     - Date     Condition        Report By
 GB1181  HISTORY     - 1951     MONUMENTED       CGS
 GB1181  HISTORY     - 1957     GOOD             NGS
 GB1181
 GB1181                          STATION DESCRIPTION
 GB1181
 GB1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB1181'2.7 MI S FROM SUMPTER.
 GB1181'2.4 MILES SOUTH ALONG NEW GRAVEL ROAD FROM THE SCHOOL AND ROAD
 GB1181'JUNCTION AT SUMPTER, THENCE 0.3 MILE SOUTHEAST ALONG A DIRT ROAD
 GB1181'VIA NEW HOPE CHURCH TO THE HOME OF STANLEY YOUNG, 0.15 MILE
 GB1181'SOUTH OF CHURCH, 128 FEET EAST OF THE SOUTHEAST CORNER OF HOUSE,
 GB1181'44 FEET SOUTH AND ACROSS DIRT ROAD FROM THE SOUTHWEST CORNER OF A
 GB1181'BARN, 11 FEET NORTH OF A FENCE LINE, 15 FEET EAST OF A GATE
 GB1181'ACROSS OLD ROAD, ABOUT 4 FEET ABOVE OLD ROAD AND SET IN DRILL
 GB1181'HOLE IN TOP OF LIMESTONE LEDGE.  THIS OLD ROAD IS ABANDONED
 GB1181'EXCEPT WHERE IT LEADS TO FARMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1275 ***********************************************************************
 GB1275  DESIGNATION -  D 235
 GB1275  PID         -  GB1275
 GB1275  STATE/COUNTY-  KY/WAYNE
 GB1275  USGS QUAD   -  COOPERSVILLE (1983)
 GB1275
 GB1275                         *CURRENT SURVEY CONTROL
 GB1275  ___________________________________________________________________
 GB1275* NAD 83(1986)-  36 45 25.     (N)    084 41 21.     (W)     SCALED    
 GB1275* NAVD 88     -       263.796  (meters)     865.47   (feet)  ADJUSTED  
 GB1275  ___________________________________________________________________
 GB1275  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GB1275  DYNAMIC HT  -         263.586 (meters)     864.78  (feet)  COMP
 GB1275  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 GB1275
 GB1275  VERT ORDER  -  SECOND    CLASS 0
 GB1275
 GB1275.The horizontal coordinates were scaled from a topographic map and have
 GB1275.an estimated accuracy of +/- 6 seconds.
 GB1275
 GB1275.The orthometric height was determined by differential leveling
 GB1275.and adjusted by the National Geodetic Survey in June 1991..
 GB1275
 GB1275.The geoid height was determined by GEOID03.
 GB1275
 GB1275.The dynamic height is computed by dividing the NAVD 88
 GB1275.geopotential number by the normal gravity value computed on the
 GB1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1275.degrees latitude (g = 980.6199 gals.).
 GB1275
 GB1275.The modeled gravity was interpolated from observed gravity values.
 GB1275
 GB1275;                    North         East    Units  Estimated Accuracy
 GB1275;SPC KY1Z     - 1,047,550.    1,594,730.      MT  (+/- 180 meters Scaled)
 GB1275
 GB1275                          SUPERSEDED SURVEY CONTROL
 GB1275
 GB1275  NGVD 29 (??/??/92)  263.943  (m)          865.95   (f) ADJ UNCH    2 0
 GB1275
 GB1275.Superseded values are not recommended for survey control.
 GB1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1275.See file dsdata.txt to determine how the superseded data were derived.
 GB1275
 GB1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF062704(NAD 83)
 GB1275_MARKER: DB = BENCH MARK DISK
 GB1275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1275_SP_SET: CULVERT
 GB1275_STAMPING: D 235 1951 865.953
 GB1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1275
 GB1275  HISTORY     - Date     Condition        Report By
 GB1275  HISTORY     - 1951     MONUMENTED       CGS
 GB1275  HISTORY     - 1957     GOOD             NGS
 GB1275
 GB1275                          STATION DESCRIPTION
 GB1275
 GB1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1275'3.4 MI E FROM COOPERSVILLE.
 GB1275'ABOUT 3.35 MILES EAST ALONG STATE HIGHWAY 92 FROM THE POST
 GB1275'OFFICE AT COOPERSVILLE, ABOUT 0.5 MILE NORTHEAST OF CROSSING
 GB1275'OF A POWER TRANSMISSION LINE, IN THE TOP OF THE EAST END OF
 GB1275'THE SOUTH HEAD WALL OF A 24-FOOT CONCRETE CULVERT, 16 FEET
 GB1275'SOUTH OF CENTER LINE OF HIGHWAY AND ABOUT 2 1/2 FEET BELOW
 GB1275'LEVEL OF HIGHWAY.
 GB1275
 GB1275                          STATION RECOVERY (1957)
 GB1275
 GB1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0953 ***********************************************************************
 GZ0953  DESIGNATION -  D 236
 GZ0953  PID         -  GZ0953
 GZ0953  STATE/COUNTY-  KY/CASEY
 GZ0953  USGS QUAD   -  PHIL (1953)
 GZ0953
 GZ0953                         *CURRENT SURVEY CONTROL
 GZ0953  ___________________________________________________________________
 GZ0953* NAD 83(1986)-  37 12 56.     (N)    084 57 16.     (W)     SCALED    
 GZ0953* NAVD 88     -       234.976  (meters)     770.92   (feet)  ADJUSTED  
 GZ0953  ___________________________________________________________________
 GZ0953  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GZ0953  DYNAMIC HT  -         234.789 (meters)     770.30  (feet)  COMP
 GZ0953  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 GZ0953
 GZ0953  VERT ORDER  -  SECOND    CLASS 0
 GZ0953
 GZ0953.The horizontal coordinates were scaled from a topographic map and have
 GZ0953.an estimated accuracy of +/- 6 seconds.
 GZ0953
 GZ0953.The orthometric height was determined by differential leveling
 GZ0953.and adjusted by the National Geodetic Survey in June 1991..
 GZ0953
 GZ0953.The geoid height was determined by GEOID03.
 GZ0953
 GZ0953.The dynamic height is computed by dividing the NAVD 88
 GZ0953.geopotential number by the normal gravity value computed on the
 GZ0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0953.degrees latitude (g = 980.6199 gals.).
 GZ0953
 GZ0953.The modeled gravity was interpolated from observed gravity values.
 GZ0953
 GZ0953;                    North         East    Units  Estimated Accuracy
 GZ0953;SPC KY1Z     - 1,098,210.    1,570,610.      MT  (+/- 180 meters Scaled)
 GZ0953
 GZ0953                          SUPERSEDED SURVEY CONTROL
 GZ0953
 GZ0953  NGVD 29 (??/??/92)  235.117  (m)          771.38   (f) ADJ UNCH    2 0
 GZ0953
 GZ0953.Superseded values are not recommended for survey control.
 GZ0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0953.See file dsdata.txt to determine how the superseded data were derived.
 GZ0953
 GZ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG815207(NAD 83)
 GZ0953_MARKER: DB = BENCH MARK DISK
 GZ0953_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0953_SP_SET: CULVERT
 GZ0953_STAMPING: D 236 1951 771.380
 GZ0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0953
 GZ0953  HISTORY     - Date     Condition        Report By
 GZ0953  HISTORY     - 1951     MONUMENTED       CGS
 GZ0953  HISTORY     - 1958     GOOD             NGS
 GZ0953
 GZ0953                          STATION DESCRIPTION
 GZ0953
 GZ0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0953'AT PHIL.
 GZ0953'AT PHIL, ABOUT 100 YARDS WEST ALONG A BLACK TOP ROAD FROM THE
 GZ0953'POST OFFICE AND ROAD JUNCTION, SET IN THE TOP OF THE WEST END
 GZ0953'OF THE NORTH HEADWALL OF AN 8-FOOT CONCRETE CULVERT, 16 FEET
 GZ0953'NORTH OF THE CENTER LINE OF ROAD AND ABOUT 1 1/2 FEET BELOW THE
 GZ0953'ROAD.
 GZ0953
 GZ0953                          STATION RECOVERY (1958)
 GZ0953
 GZ0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1632 ***********************************************************************
 GZ1632  DESIGNATION -  D 237
 GZ1632  PID         -  GZ1632
 GZ1632  STATE/COUNTY-  KY/CASEY
 GZ1632  USGS QUAD   -  CLEMENTSVILLE (1987)
 GZ1632
 GZ1632                         *CURRENT SURVEY CONTROL
 GZ1632  ___________________________________________________________________
 GZ1632* NAD 83(1986)-  37 19 43.     (N)    085 06 04.     (W)     SCALED    
 GZ1632* NAVD 88     -       316.938  (meters)    1039.82   (feet)  ADJUSTED  
 GZ1632  ___________________________________________________________________
 GZ1632  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GZ1632  DYNAMIC HT  -         316.686 (meters)    1038.99  (feet)  COMP
 GZ1632  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 GZ1632
 GZ1632  VERT ORDER  -  SECOND    CLASS 0
 GZ1632
 GZ1632.The horizontal coordinates were scaled from a topographic map and have
 GZ1632.an estimated accuracy of +/- 6 seconds.
 GZ1632
 GZ1632.The orthometric height was determined by differential leveling
 GZ1632.and adjusted by the National Geodetic Survey in June 1991..
 GZ1632
 GZ1632.The geoid height was determined by GEOID03.
 GZ1632
 GZ1632.The dynamic height is computed by dividing the NAVD 88
 GZ1632.geopotential number by the normal gravity value computed on the
 GZ1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1632.degrees latitude (g = 980.6199 gals.).
 GZ1632
 GZ1632.The modeled gravity was interpolated from observed gravity values.
 GZ1632
 GZ1632;                    North         East    Units  Estimated Accuracy
 GZ1632;SPC KY1Z     - 1,110,660.    1,557,510.      MT  (+/- 180 meters Scaled)
 GZ1632
 GZ1632                          SUPERSEDED SURVEY CONTROL
 GZ1632
 GZ1632  NGVD 29 (??/??/92)  317.076  (m)         1040.27   (f) ADJ UNCH    2 0
 GZ1632
 GZ1632.Superseded values are not recommended for survey control.
 GZ1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1632.See file dsdata.txt to determine how the superseded data were derived.
 GZ1632
 GZ1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG682330(NAD 83)
 GZ1632_MARKER: DB = BENCH MARK DISK
 GZ1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1632_STAMPING: D 237 1951 1040.273
 GZ1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1632+STABILITY: SURFACE MOTION
 GZ1632
 GZ1632  HISTORY     - Date     Condition        Report By
 GZ1632  HISTORY     - 1951     MONUMENTED       CGS
 GZ1632  HISTORY     - 1958     GOOD             NGS
 GZ1632
 GZ1632                          STATION DESCRIPTION
 GZ1632
 GZ1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1632'3.5 MI N FROM CLEMENTSVILLE.
 GZ1632'ABOUT 1.9 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST
 GZ1632'OFFICE AT CLEMENTSVILLE, THENCE ABOUT 1.6 MILES NORTHEAST ALONG
 GZ1632'A GRAVEL ROAD, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 GZ1632'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND
 GZ1632'SOUTHWEST, 11 1/2 FEET NORTH OF THE CENTER LINE OF A TRAIL WEST,
 GZ1632'145 FEET WEST OF THE CENTER OF THE JUNCTION OF ROAD AND TRAIL
 GZ1632'WEST, 4 FEET WEST OF A SMALL TWIN OAK TREE, 2 FEET EAST OF A
 GZ1632'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET
 GZ1632'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ1632
 GZ1632                          STATION RECOVERY (1958)
 GZ1632
 GZ1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1701 ***********************************************************************
 GZ1701  DESIGNATION -  D 238
 GZ1701  PID         -  GZ1701
 GZ1701  STATE/COUNTY-  KY/ADAIR
 GZ1701  USGS QUAD   -  MONTPELIER (1976)
 GZ1701
 GZ1701                         *CURRENT SURVEY CONTROL
 GZ1701  ___________________________________________________________________
 GZ1701* NAD 83(1986)-  37 07 04.     (N)    085 11 39.     (W)     SCALED    
 GZ1701* NAVD 88     -       246.199  (meters)     807.74   (feet)  ADJUSTED  
 GZ1701  ___________________________________________________________________
 GZ1701  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GZ1701  DYNAMIC HT  -         246.001 (meters)     807.09  (feet)  COMP
 GZ1701  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 GZ1701
 GZ1701  VERT ORDER  -  SECOND    CLASS 0
 GZ1701
 GZ1701.The horizontal coordinates were scaled from a topographic map and have
 GZ1701.an estimated accuracy of +/- 6 seconds.
 GZ1701
 GZ1701.The orthometric height was determined by differential leveling
 GZ1701.and adjusted by the National Geodetic Survey in June 1991..
 GZ1701
 GZ1701.The geoid height was determined by GEOID03.
 GZ1701
 GZ1701.The dynamic height is computed by dividing the NAVD 88
 GZ1701.geopotential number by the normal gravity value computed on the
 GZ1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1701.degrees latitude (g = 980.6199 gals.).
 GZ1701
 GZ1701.The modeled gravity was interpolated from observed gravity values.
 GZ1701
 GZ1701;                    North         East    Units  Estimated Accuracy
 GZ1701;SPC KY1Z     - 1,087,210.    1,549,400.      MT  (+/- 180 meters Scaled)
 GZ1701
 GZ1701                          SUPERSEDED SURVEY CONTROL
 GZ1701
 GZ1701  NGVD 29 (??/??/92)  246.346  (m)          808.22   (f) ADJ UNCH    2 0
 GZ1701
 GZ1701.Superseded values are not recommended for survey control.
 GZ1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1701.See file dsdata.txt to determine how the superseded data were derived.
 GZ1701
 GZ1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG604094(NAD 83)
 GZ1701_MARKER: DB = BENCH MARK DISK
 GZ1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1701_STAMPING: D 238 1951 808.220
 GZ1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1701+STABILITY: SURFACE MOTION
 GZ1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1701+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 GZ1701
 GZ1701  HISTORY     - Date     Condition        Report By
 GZ1701  HISTORY     - 1951     MONUMENTED       CGS
 GZ1701  HISTORY     - 1958     GOOD             NGS
 GZ1701  HISTORY     - 20050823 GOOD             KYTC
 GZ1701
 GZ1701                          STATION DESCRIPTION
 GZ1701
 GZ1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1701'2 MI S FROM CHRISTINE.
 GZ1701'ABOUT 0.25 MILE SOUTHEAST AND EAST ALONG A GRAVEL ROAD FROM THE
 GZ1701'POST OFFICE AND JUNCTION OF STATE HIGHWAY 206 AT CHRISTINE, THENCE
 GZ1701'ABOUT 1.8 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT 0.9 MILE NORTH
 GZ1701'OF CROSSROAD AND SCHOOL AND CHURCH AT OAK GROVE, AT BUTLER CHURCH,
 GZ1701'ABOUT 0.1 MILE SOUTHEAST OF A FORD ACROSS SULPHUR CREEK, 38 1/2
 GZ1701'FEET SOUTHEAST OF THE SOUTH CORNER OF THE LOG CHURCH BUILDING,
 GZ1701'131 FEET SOUTHEAST OF THE CENTER OF THE ROAD ON THE OUTSIDE OF A
 GZ1701'CURVE WITH TANGENTS EXTENDING NORTHWEST AND SOUTHWEST, 105 FEET
 GZ1701'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING
 GZ1701'NORTHEAST, 77 FEET SOUTHWEST OF THE EAST CORNER OF CHURCH YARD,
 GZ1701'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET
 GZ1701'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1701'3 INCHES.
 GZ1701
 GZ1701                          STATION RECOVERY (1958)
 GZ1701
 GZ1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1701'RECOVERED IN GOOD CONDITION.
 GZ1701
 GZ1701                          STATION RECOVERY (2005)
 GZ1701
 GZ1701'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1701'MARK IS 4.4 FEET SOUTHEAST OF A 16 INCH FORKED ELM TREE, BURIED 3
 GZ1701'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1494 ***********************************************************************
 GB1494  DESIGNATION -  D 239
 GB1494  PID         -  GB1494
 GB1494  STATE/COUNTY-  KY/RUSSELL
 GB1494  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1494
 GB1494                         *CURRENT SURVEY CONTROL
 GB1494  ___________________________________________________________________
 GB1494* NAD 83(1986)-  36 52 04.     (N)    085 08 59.     (W)     SCALED    
 GB1494* NAVD 88     -       235.709  (meters)     773.32   (feet)  ADJUSTED  
 GB1494  ___________________________________________________________________
 GB1494  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GB1494  DYNAMIC HT  -         235.513 (meters)     772.68  (feet)  COMP
 GB1494  MODELED GRAV-     979,791.7   (mgal)                       NAVD 88
 GB1494
 GB1494  VERT ORDER  -  SECOND    CLASS 0
 GB1494
 GB1494.The horizontal coordinates were scaled from a topographic map and have
 GB1494.an estimated accuracy of +/- 6 seconds.
 GB1494
 GB1494.The orthometric height was determined by differential leveling
 GB1494.and adjusted by the National Geodetic Survey in June 1991..
 GB1494
 GB1494.The geoid height was determined by GEOID03.
 GB1494
 GB1494.The dynamic height is computed by dividing the NAVD 88
 GB1494.geopotential number by the normal gravity value computed on the
 GB1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1494.degrees latitude (g = 980.6199 gals.).
 GB1494
 GB1494.The modeled gravity was interpolated from observed gravity values.
 GB1494
 GB1494;                    North         East    Units  Estimated Accuracy
 GB1494;SPC KY1Z     - 1,059,490.    1,553,530.      MT  (+/- 180 meters Scaled)
 GB1494
 GB1494                          SUPERSEDED SURVEY CONTROL
 GB1494
 GB1494  NGVD 29 (??/??/92)  235.849  (m)          773.78   (f) ADJ UNCH    2 0
 GB1494
 GB1494.Superseded values are not recommended for survey control.
 GB1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1494.See file dsdata.txt to determine how the superseded data were derived.
 GB1494
 GB1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF649818(NAD 83)
 GB1494_MARKER: DB = BENCH MARK DISK
 GB1494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1494_SP_SET: SIDEWALK
 GB1494_STAMPING: D 239 1951 773.781
 GB1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1494+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1494
 GB1494  HISTORY     - Date     Condition        Report By
 GB1494  HISTORY     - 1951     MONUMENTED       CGS
 GB1494  HISTORY     - 1958     GOOD             NGS
 GB1494  HISTORY     - 20040309 GOOD             KYDT
 GB1494
 GB1494                          STATION DESCRIPTION
 GB1494
 GB1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1494'3 MI SW FROM ROWENA.
 GB1494'ABOUT 2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST
 GB1494'OFFICE AT ROWENA, AT THE SOUTHWEST END OF WOLF CREEK DAM ACROSS
 GB1494'CUMBERLAND RIVER, SET IN THE NORTHWEST SIDE WALK, 2.4 FEET
 GB1494'NORTHWEST OF SOUTHEAST EDGE OF WALK, 0.5 FOOT SOUTHEAST OF
 GB1494'SOUTHEAST FACE OF NORTHWEST CONCRETE BANISTER, 10 FEET NORTHEAST
 GB1494'OF SOUTHEAST END OF NORTHWEST CONCRETE BANISTER, 17 FEET
 GB1494'NORTHWEST OF CENTER LINE OF HIGHWAY OVER DAM AND ABOUT 1/2 FOOT
 GB1494'ABOVE HIGHWAY.
 GB1494
 GB1494                          STATION RECOVERY (1958)
 GB1494
 GB1494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1494'RECOVERED IN GOOD CONDITION.
 GB1494
 GB1494                          STATION RECOVERY (2004)
 GB1494
 GB1494'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1494'MARK IS 20.7 FEET NORTHWEST OF CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1829 ***********************************************************************
 GZ1829  DESIGNATION -  D 240
 GZ1829  PID         -  GZ1829
 GZ1829  STATE/COUNTY-  KY/RUSSELL
 GZ1829  USGS QUAD   -  RUSSELL SPRINGS (1973)
 GZ1829
 GZ1829                         *CURRENT SURVEY CONTROL
 GZ1829  ___________________________________________________________________
 GZ1829* NAD 83(1986)-  37 00 25.     (N)    085 07 29.     (W)     SCALED    
 GZ1829* NAVD 88     -       300.207  (meters)     984.93   (feet)  ADJUSTED  
 GZ1829  ___________________________________________________________________
 GZ1829  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GZ1829  DYNAMIC HT  -         299.959 (meters)     984.12  (feet)  COMP
 GZ1829  MODELED GRAV-     979,799.2   (mgal)                       NAVD 88
 GZ1829
 GZ1829  VERT ORDER  -  SECOND    CLASS 0
 GZ1829
 GZ1829.The horizontal coordinates were scaled from a topographic map and have
 GZ1829.an estimated accuracy of +/- 6 seconds.
 GZ1829
 GZ1829.The orthometric height was determined by differential leveling
 GZ1829.and adjusted by the National Geodetic Survey in June 1991..
 GZ1829
 GZ1829.The geoid height was determined by GEOID03.
 GZ1829
 GZ1829.The dynamic height is computed by dividing the NAVD 88
 GZ1829.geopotential number by the normal gravity value computed on the
 GZ1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1829.degrees latitude (g = 980.6199 gals.).
 GZ1829
 GZ1829.The modeled gravity was interpolated from observed gravity values.
 GZ1829
 GZ1829;                    North         East    Units  Estimated Accuracy
 GZ1829;SPC KY1Z     - 1,074,950.    1,555,650.      MT  (+/- 180 meters Scaled)
 GZ1829
 GZ1829                          SUPERSEDED SURVEY CONTROL
 GZ1829
 GZ1829  NGVD 29 (??/??/92)  300.350  (m)          985.40   (f) ADJ UNCH    2 0
 GZ1829
 GZ1829.Superseded values are not recommended for survey control.
 GZ1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1829.See file dsdata.txt to determine how the superseded data were derived.
 GZ1829
 GZ1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF668972(NAD 83)
 GZ1829_MARKER: DB = BENCH MARK DISK
 GZ1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1829_STAMPING: D 240 1951 985.398
 GZ1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1829+STABILITY: SURFACE MOTION
 GZ1829
 GZ1829  HISTORY     - Date     Condition        Report By
 GZ1829  HISTORY     - 1951     MONUMENTED       CGS
 GZ1829  HISTORY     - 1958     GOOD             NGS
 GZ1829
 GZ1829                          STATION DESCRIPTION
 GZ1829
 GZ1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1829'4 MI W FROM JAMESTOWN.
 GZ1829'ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 35 FROM THE COURT
 GZ1829'HOUSE SQUARE AT JAMESTOWN, THENCE ABOUT 3.5 MILES WEST ALONG A
 GZ1829'GRAVEL ROAD, AT THE INTERSECTION OF STATE HIGHWAY 379 (NORTH-SOUTH)
 GZ1829'AND STATE HIGHWAY 92 LEADING WEST, 71 FEET EAST OF THE CENTER LINE
 GZ1829'OF HIGHWAY 379, 35 FEET SOUTH OF THE CENTER LINE OF GRAVEL ROAD
 GZ1829'EAST, 36 1/2 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE
 GZ1829'LINE, ABOUT 1 FOOT ABOVE HIGHWAY 379, ABOUT LEVEL WITH GRAVEL ROAD
 GZ1829'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ1829'NOTE-- STATE HIGHWAY 92 JUNCTIONS WITH STATE HIGHWAY 35 NORTH OF
 GZ1829'JAMESTOWN.
 GZ1829
 GZ1829                          STATION RECOVERY (1958)
 GZ1829
 GZ1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1770 ***********************************************************************
 GZ1770  DESIGNATION -  D 243
 GZ1770  PID         -  GZ1770
 GZ1770  STATE/COUNTY-  KY/ADAIR
 GZ1770  USGS QUAD   -  COLUMBIA (1976)
 GZ1770
 GZ1770                         *CURRENT SURVEY CONTROL
 GZ1770  ___________________________________________________________________
 GZ1770* NAD 83(1986)-  37 05 34.     (N)    085 21 15.     (W)     SCALED    
 GZ1770* NAVD 88     -       244.987  (meters)     803.76   (feet)  ADJUSTED  
 GZ1770  ___________________________________________________________________
 GZ1770  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GZ1770  DYNAMIC HT  -         244.792 (meters)     803.12  (feet)  COMP
 GZ1770  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 GZ1770
 GZ1770  VERT ORDER  -  SECOND    CLASS 0
 GZ1770
 GZ1770.The horizontal coordinates were scaled from a topographic map and have
 GZ1770.an estimated accuracy of +/- 6 seconds.
 GZ1770
 GZ1770.The orthometric height was determined by differential leveling
 GZ1770.and adjusted by the National Geodetic Survey in June 1991..
 GZ1770
 GZ1770.The geoid height was determined by GEOID03.
 GZ1770
 GZ1770.The dynamic height is computed by dividing the NAVD 88
 GZ1770.geopotential number by the normal gravity value computed on the
 GZ1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1770.degrees latitude (g = 980.6199 gals.).
 GZ1770
 GZ1770.The modeled gravity was interpolated from observed gravity values.
 GZ1770
 GZ1770;                    North         East    Units  Estimated Accuracy
 GZ1770;SPC KY1Z     - 1,084,360.    1,535,190.      MT  (+/- 180 meters Scaled)
 GZ1770
 GZ1770                          SUPERSEDED SURVEY CONTROL
 GZ1770
 GZ1770  NGVD 29 (??/??/92)  245.147  (m)          804.29   (f) ADJ UNCH    2 0
 GZ1770
 GZ1770.Superseded values are not recommended for survey control.
 GZ1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1770.See file dsdata.txt to determine how the superseded data were derived.
 GZ1770
 GZ1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG462064(NAD 83)
 GZ1770_MARKER: DB = BENCH MARK DISK
 GZ1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1770_STAMPING: D 243 1951
 GZ1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1770+STABILITY: SURFACE MOTION
 GZ1770
 GZ1770  HISTORY     - Date     Condition        Report By
 GZ1770  HISTORY     - 1951     MONUMENTED       CGS
 GZ1770  HISTORY     - 20050816 MARK NOT FOUND   KYTC
 GZ1770
 GZ1770                          STATION DESCRIPTION
 GZ1770
 GZ1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1770'2.8 MI W FROM COLUMBIA.
 GZ1770'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE COURT
 GZ1770'HOUSE AT COLUMBIA, THENCE ABOUT 2.35 MILES WEST ALONG STATE
 GZ1770'HIGHWAY 61, ABOUT 1.05 MILE WEST OF BRIDGE OVER PETTYS FORK,
 GZ1770'ABOUT 95 YARDS NORTHWEST OF TOP OF A GRADE AND JUNCTION OF A
 GZ1770'ROAD SOUTH, 27 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 1 FOOT
 GZ1770'NORTHEAST OF A FENCE LINE, 36 FEET NORTH OF THE CENTER LINE OF
 GZ1770'A DRIVE WEST TO A FARM HOUSE, 18.8 FEET SOUTH OF THE CENTER
 GZ1770'OF THE SOUTHWEST END OF AN 18-INCH PIPE CULVERT WITH RIGHT-ANGLE
 GZ1770'SHAPED HEAD WALL, 60 FEET NORTHWEST OF A 36-INCH HICKORY TREE,
 GZ1770'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 GZ1770'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ1770'PROJECTING 2 INCHES.
 GZ1770
 GZ1770                          STATION RECOVERY (2005)
 GZ1770
 GZ1770'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2161 ***********************************************************************
 GZ2161  DESIGNATION -  D 244
 GZ2161  PID         -  GZ2161
 GZ2161  STATE/COUNTY-  KY/METCALFE
 GZ2161  USGS QUAD   -  EAST FORK (1973)
 GZ2161
 GZ2161                         *CURRENT SURVEY CONTROL
 GZ2161  ___________________________________________________________________
 GZ2161* NAD 83(1986)-  37 00 28.     (N)    085 36 28.     (W)     SCALED    
 GZ2161* NAVD 88     -       287.960  (meters)     944.75   (feet)  ADJUSTED  
 GZ2161  ___________________________________________________________________
 GZ2161  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GZ2161  DYNAMIC HT  -         287.728 (meters)     943.99  (feet)  COMP
 GZ2161  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 GZ2161
 GZ2161  VERT ORDER  -  SECOND    CLASS 0
 GZ2161
 GZ2161.The horizontal coordinates were scaled from a topographic map and have
 GZ2161.an estimated accuracy of +/- 6 seconds.
 GZ2161
 GZ2161.The orthometric height was determined by differential leveling
 GZ2161.and adjusted by the National Geodetic Survey in June 1991..
 GZ2161
 GZ2161.The geoid height was determined by GEOID03.
 GZ2161
 GZ2161.The dynamic height is computed by dividing the NAVD 88
 GZ2161.geopotential number by the normal gravity value computed on the
 GZ2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2161.degrees latitude (g = 980.6199 gals.).
 GZ2161
 GZ2161.The modeled gravity was interpolated from observed gravity values.
 GZ2161
 GZ2161;                    North         East    Units  Estimated Accuracy
 GZ2161;SPC KY1Z     - 1,074,860.    1,512,660.      MT  (+/- 180 meters Scaled)
 GZ2161
 GZ2161                          SUPERSEDED SURVEY CONTROL
 GZ2161
 GZ2161  NGVD 29 (??/??/92)  288.107  (m)          945.23   (f) ADJ UNCH    2 0
 GZ2161
 GZ2161.Superseded values are not recommended for survey control.
 GZ2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2161.See file dsdata.txt to determine how the superseded data were derived.
 GZ2161
 GZ2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF238966(NAD 83)
 GZ2161_MARKER: DB = BENCH MARK DISK
 GZ2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2161_STAMPING: D 244 1951
 GZ2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2161+STABILITY: SURFACE MOTION
 GZ2161
 GZ2161  HISTORY     - Date     Condition        Report By
 GZ2161  HISTORY     - 1951     MONUMENTED       CGS
 GZ2161  HISTORY     - 20010425 MARK NOT FOUND   KYDT
 GZ2161
 GZ2161                          STATION DESCRIPTION
 GZ2161
 GZ2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2161'2.4 MI N FROM EDMONTON.
 GZ2161'ABOUT 2.35 MILES NORTH ALONG U.S. HIGHWAY 68 FROM THE COURT
 GZ2161'HOUSE AT EDMONTON, ABOUT 0.6 MILE NORTH OF THE JUNCTION OF
 GZ2161'A GRAVEL ROAD WEST, ABOUT 1.0 MILE SOUTH OF MUD SLASH SCHOOL,
 GZ2161'AT THE JUNCTION OF A SMALL GRAVEL ROAD LEADING NORTHWEST, AND
 GZ2161'ACROSS HIGHWAY FROM A WHITE FRAME FARM HOUSE, 63 FEET NORTHWEST
 GZ2161'OF THE CENTER LINE OF HIGHWAY, 10 1/2 FEET SOUTHWEST OF THE
 GZ2161'CENTER LINE OF ROAD NORTHWEST, 38 FEET NORTHWEST OF A FENCE
 GZ2161'CORNER, 1 FOOT NORTHEAST OF A FENCE LINE, 3 FEET NORTHWEST OF
 GZ2161'A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE HIGHWAY, ABOUT
 GZ2161'LEVEL WITH ROAD NORTHWEST AND SET IN THE TOP OF A CONCRETE
 GZ2161'POST PROJECTING 3 INCHES.
 GZ2161
 GZ2161                          STATION RECOVERY (2001)
 GZ2161
 GZ2161'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2161'THE OLD FENCES WERE BULLDOZED AND ARE NOW PLANK FENCES, LOCATION IS AT
 GZ2161'MIDDLE OF DOUBLE GATE TO LARGE PASTURE, PROPERTY OWNER STATED HE HAS
 GZ2161'NEVER SEEN MARK, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2042 ***********************************************************************
 GB2042  DESIGNATION -  D 245
 GB2042  PID         -  GB2042
 GB2042  STATE/COUNTY-  KY/METCALFE
 GB2042  USGS QUAD   -  SUMMER SHADE (1974)
 GB2042
 GB2042                         *CURRENT SURVEY CONTROL
 GB2042  ___________________________________________________________________
 GB2042* NAD 83(1986)-  36 55 15.     (N)    085 38 33.     (W)     SCALED    
 GB2042* NAVD 88     -       257.212  (meters)     843.87   (feet)  ADJUSTED  
 GB2042  ___________________________________________________________________
 GB2042  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GB2042  DYNAMIC HT  -         257.001 (meters)     843.18  (feet)  COMP
 GB2042  MODELED GRAV-     979,806.1   (mgal)                       NAVD 88
 GB2042
 GB2042  VERT ORDER  -  SECOND    CLASS 0
 GB2042
 GB2042.The horizontal coordinates were scaled from a topographic map and have
 GB2042.an estimated accuracy of +/- 6 seconds.
 GB2042
 GB2042.The orthometric height was determined by differential leveling
 GB2042.and adjusted by the National Geodetic Survey in June 1991..
 GB2042
 GB2042.The geoid height was determined by GEOID03.
 GB2042
 GB2042.The dynamic height is computed by dividing the NAVD 88
 GB2042.geopotential number by the normal gravity value computed on the
 GB2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2042.degrees latitude (g = 980.6199 gals.).
 GB2042
 GB2042.The modeled gravity was interpolated from observed gravity values.
 GB2042
 GB2042;                    North         East    Units  Estimated Accuracy
 GB2042;SPC KY1Z     - 1,065,210.    1,509,580.      MT  (+/- 180 meters Scaled)
 GB2042
 GB2042                          SUPERSEDED SURVEY CONTROL
 GB2042
 GB2042  NGVD 29 (??/??/92)  257.350  (m)          844.32   (f) ADJ UNCH    2 0
 GB2042
 GB2042.Superseded values are not recommended for survey control.
 GB2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2042.See file dsdata.txt to determine how the superseded data were derived.
 GB2042
 GB2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF209869(NAD 83)
 GB2042_MARKER: DB = BENCH MARK DISK
 GB2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2042_STAMPING: D 245 1951 844.322
 GB2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2042+STABILITY: SURFACE MOTION
 GB2042
 GB2042  HISTORY     - Date     Condition        Report By
 GB2042  HISTORY     - 1951     MONUMENTED       CGS
 GB2042  HISTORY     - 1958     GOOD             NGS
 GB2042
 GB2042                          STATION DESCRIPTION
 GB2042
 GB2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2042'0.3 MI S FROM GOODLUCK.
 GB2042'ABOUT 0.3 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB2042'AT GOODLUCK, AT THE JUNCTION OF A ROAD LEADING SOUTHWEST TO
 GB2042'STATE HIGHWAY 163, 97 FEET WEST OF CENTER LINE OF ROAD SOUTH,
 GB2042'19 FEET SOUTHEAST OF CENTER LINE OF ROAD SOUTHWEST, ABOUT 35
 GB2042'YARDS SOUTHEAST AND ACROSS ROAD SOUTHWEST FROM GOODLUCK CHURCH
 GB2042'BUILDING, 50 FEET NORTHWEST OF A 30-INCH FORKED OAK TREE, 31
 GB2042'FEET NORTHWEST OF NORTHWEST CORNER OF AN ABANDONED BUILDING,
 GB2042'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET
 GB2042'ABOVE ROAD SOUTH, ABOUT 2 FEET ABOVE ROAD SOUTHWEST AND SET
 GB2042'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GB2042
 GB2042                          STATION RECOVERY (1958)
 GB2042
 GB2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2461 ***********************************************************************
 GY2461  DESIGNATION -  D 246
 GY2461  PID         -  GY2461
 GY2461  STATE/COUNTY-  KY/KNOX
 GY2461  USGS QUAD   -  HIMA (1979)
 GY2461
 GY2461                         *CURRENT SURVEY CONTROL
 GY2461  ___________________________________________________________________
 GY2461* NAD 83(1986)-  37 00 07.     (N)    083 49 37.     (W)     SCALED    
 GY2461* NAVD 88     -       274.288  (meters)     899.89   (feet)  ADJUSTED  
 GY2461  ___________________________________________________________________
 GY2461  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GY2461  DYNAMIC HT  -         274.065 (meters)     899.16  (feet)  COMP
 GY2461  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 GY2461
 GY2461  VERT ORDER  -  SECOND    CLASS 0
 GY2461
 GY2461.The horizontal coordinates were scaled from a topographic map and have
 GY2461.an estimated accuracy of +/- 6 seconds.
 GY2461
 GY2461.The orthometric height was determined by differential leveling
 GY2461.and adjusted by the National Geodetic Survey in June 1991..
 GY2461
 GY2461.The geoid height was determined by GEOID03.
 GY2461
 GY2461.The dynamic height is computed by dividing the NAVD 88
 GY2461.geopotential number by the normal gravity value computed on the
 GY2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2461.degrees latitude (g = 980.6199 gals.).
 GY2461
 GY2461.The modeled gravity was interpolated from observed gravity values.
 GY2461
 GY2461;                    North         East    Units  Estimated Accuracy
 GY2461;SPC KY1Z     - 1,075,970.    1,671,160.      MT  (+/- 180 meters Scaled)
 GY2461
 GY2461                          SUPERSEDED SURVEY CONTROL
 GY2461
 GY2461  NGVD 29 (??/??/92)  274.45   (m)          900.4    (f) COMPUTED    2 0
 GY2461
 GY2461.Superseded values are not recommended for survey control.
 GY2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2461.See file dsdata.txt to determine how the superseded data were derived.
 GY2461
 GY2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA484988(NAD 83)
 GY2461_MARKER: DB = BENCH MARK DISK
 GY2461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2461_SP_SET: CULVERT
 GY2461_STAMPING: D 246 1951 900.412
 GY2461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2461
 GY2461  HISTORY     - Date     Condition        Report By
 GY2461  HISTORY     - 1951     MONUMENTED       CGS
 GY2461  HISTORY     - 1957     GOOD             NGS
 GY2461  HISTORY     - 1977     GOOD             LOCENG
 GY2461
 GY2461                          STATION DESCRIPTION
 GY2461
 GY2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GY2461'1.1 MI N FROM FOUNT.
 GY2461'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE JUNCTION
 GY2461'OF A ROAD EAST AT FOUNT, SET IN THE TOP OF THE CENTER OF THE WEST
 GY2461'HEAD WALL OF A 6-FOOT STONE CULVERT, 16 FEET WEST OF THE CENTER
 GY2461'LINE OF THE HIGHWAY AND ABOUT 4 FEET BELOW THE HIGHWAY.
 GY2461
 GY2461                          STATION RECOVERY (1957)
 GY2461
 GY2461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2461'RECOVERED IN GOOD CONDITION.
 GY2461
 GY2461                          STATION RECOVERY (1977)
 GY2461
 GY2461'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 GY2461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1191 ***********************************************************************
 GB1191  DESIGNATION -  D 246 X
 GB1191  PID         -  GB1191
 GB1191  STATE/COUNTY-  KY/WAYNE
 GB1191  USGS QUAD   -  POWERSBURG (1954)
 GB1191
 GB1191                         *CURRENT SURVEY CONTROL
 GB1191  ___________________________________________________________________
 GB1191* NAD 83(1986)-  36 41 13.     (N)    084 55 15.     (W)     SCALED    
 GB1191* NAVD 88     -       267.630  (meters)     878.05   (feet)  ADJUSTED  
 GB1191  ___________________________________________________________________
 GB1191  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB1191  DYNAMIC HT  -         267.405 (meters)     877.31  (feet)  COMP
 GB1191  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 GB1191
 GB1191  VERT ORDER  -  SECOND    CLASS 0
 GB1191
 GB1191.The horizontal coordinates were scaled from a topographic map and have
 GB1191.an estimated accuracy of +/- 6 seconds.
 GB1191
 GB1191.The orthometric height was determined by differential leveling
 GB1191.and adjusted by the National Geodetic Survey in June 1991..
 GB1191
 GB1191.The geoid height was determined by GEOID03.
 GB1191
 GB1191.The dynamic height is computed by dividing the NAVD 88
 GB1191.geopotential number by the normal gravity value computed on the
 GB1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1191.degrees latitude (g = 980.6199 gals.).
 GB1191
 GB1191.The modeled gravity was interpolated from observed gravity values.
 GB1191
 GB1191;                    North         East    Units  Estimated Accuracy
 GB1191;SPC KY1Z     - 1,039,580.    1,574,120.      MT  (+/- 180 meters Scaled)
 GB1191
 GB1191                          SUPERSEDED SURVEY CONTROL
 GB1191
 GB1191  NGVD 29 (??/??/92)  267.764  (m)          878.49   (f) ADJ UNCH    2 0
 GB1191
 GB1191.Superseded values are not recommended for survey control.
 GB1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1191.See file dsdata.txt to determine how the superseded data were derived.
 GB1191
 GB1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF857621(NAD 83)
 GB1191_MARKER: DB = BENCH MARK DISK
 GB1191_SETTING: 66 = SET IN ROCK OUTCROP
 GB1191_SP_SET: ROCK OUTCROP
 GB1191_STAMPING: D 246X 1951 878.489
 GB1191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1191+STABILITY: POSITION/ELEVATION WELL
 GB1191
 GB1191  HISTORY     - Date     Condition        Report By
 GB1191  HISTORY     - 1951     MONUMENTED       CGS
 GB1191  HISTORY     - 1958     POOR             NGS
 GB1191
 GB1191                          STATION DESCRIPTION
 GB1191
 GB1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1191'AT SLICKFORD.
 GB1191'AT SLICKFORD, IN THE TOP OF AN OUTCROP OF SANDSTONE ABOUT 20 BY
 GB1191'12 FEET, 23 FEET SOUTHWEST OF CENTER LINE OF ROAD, 215 FEET WEST
 GB1191'OF NORTHWEST CORNER OF STORE AND POST OFFICE, 77 FEET WEST OF
 GB1191'CENTER OF JUNCTION OF A ROAD SOUTHWEST, 30 FEET SOUTH OF WEST
 GB1191'END OF SOUTH ABUTMENT OF A WOODEN BRIDGE OVER OTTER CREEK, 4
 GB1191'FEET SOUTHEAST OF NORTHWEST END OF OUTCROP AND ABOUT 3 FEET
 GB1191'ABOVE LEVEL OF ROAD.
 GB1191
 GB1191                          STATION RECOVERY (1958)
 GB1191
 GB1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1191'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1094 ***********************************************************************
 GB1094  DESIGNATION -  D 247
 GB1094  PID         -  GB1094
 GB1094  STATE/COUNTY-  KY/WAYNE
 GB1094  USGS QUAD   -  SHARP PLACE (1981)
 GB1094
 GB1094                         *CURRENT SURVEY CONTROL
 GB1094  ___________________________________________________________________
 GB1094* NAD 83(1986)-  36 36 39.     (N)    084 46 51.     (W)     SCALED    
 GB1094* NAVD 88     -       481.245  (meters)    1578.88   (feet)  ADJUSTED  
 GB1094  ___________________________________________________________________
 GB1094  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GB1094  DYNAMIC HT  -         480.845 (meters)    1577.57  (feet)  COMP
 GB1094  MODELED GRAV-     979,784.9   (mgal)                       NAVD 88
 GB1094
 GB1094  VERT ORDER  -  SECOND    CLASS 0
 GB1094
 GB1094.The horizontal coordinates were scaled from a topographic map and have
 GB1094.an estimated accuracy of +/- 6 seconds.
 GB1094
 GB1094.The orthometric height was determined by differential leveling
 GB1094.and adjusted by the National Geodetic Survey in June 1991..
 GB1094
 GB1094.The geoid height was determined by GEOID03.
 GB1094
 GB1094.The dynamic height is computed by dividing the NAVD 88
 GB1094.geopotential number by the normal gravity value computed on the
 GB1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1094.degrees latitude (g = 980.6199 gals.).
 GB1094
 GB1094.The modeled gravity was interpolated from observed gravity values.
 GB1094
 GB1094;                    North         East    Units  Estimated Accuracy
 GB1094;SPC KY1Z     - 1,031,250.    1,586,720.      MT  (+/- 180 meters Scaled)
 GB1094
 GB1094                          SUPERSEDED SURVEY CONTROL
 GB1094
 GB1094  NGVD 29 (??/??/92)  481.381  (m)         1579.33   (f) ADJ UNCH    2 0
 GB1094
 GB1094.Superseded values are not recommended for survey control.
 GB1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1094.See file dsdata.txt to determine how the superseded data were derived.
 GB1094
 GB1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF984539(NAD 83)
 GB1094_MARKER: DB = BENCH MARK DISK
 GB1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1094_STAMPING: D 247 1951 1579.331
 GB1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1094+STABILITY: SURFACE MOTION
 GB1094
 GB1094  HISTORY     - Date     Condition        Report By
 GB1094  HISTORY     - 1951     MONUMENTED       CGS
 GB1094  HISTORY     - 1958     GOOD             NGS
 GB1094
 GB1094                          STATION DESCRIPTION
 GB1094
 GB1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1094'4.8 MI S FROM MT PISGAH.
 GB1094'ABOUT 4.75 MILES SOUTHEAST AND SOUTHWEST ALONG A ROUGH DIRT
 GB1094'ROAD FROM THE SCHOOL AND ROAD JUNCTION AT MT. PISGAH, AT THE
 GB1094'TOP OF A MOUNTAIN, ABOUT 1.0 MILE NORTH OF KENTUCKY-TENNESSEE
 GB1094'STATE LINE, 20 FEET WEST OF CENTER LINE OF ROAD, 34 FEET WEST
 GB1094'AND ACROSS ROAD FROM A TRIANGULAR BLAZED 14-INCH OAK TREE, 25
 GB1094'FEET WEST-NORTHWEST OF CENTER OF ROAD AT HIGH POINT OF MOUNTAIN,
 GB1094'12 FEET NORTHWEST OF A TRIANGULAR BLAZED 12-INCH PINE TREE,
 GB1094'ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 GB1094'CONCRETE POST PROJECTING 4 INCHES.
 GB1094
 GB1094                          STATION RECOVERY (1958)
 GB1094
 GB1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1301 ***********************************************************************
 GB1301  DESIGNATION -  D 248
 GB1301  PID         -  GB1301
 GB1301  STATE/COUNTY-  KY/CLINTON
 GB1301  USGS QUAD   -  CUMBERLAND CITY (1994)
 GB1301
 GB1301                         *CURRENT SURVEY CONTROL
 GB1301  ___________________________________________________________________
 GB1301* NAD 83(1986)-  36 45 00.     (N)    085 04 58.     (W)     SCALED    
 GB1301* NAVD 88     -       277.378  (meters)     910.03   (feet)  ADJUSTED  
 GB1301  ___________________________________________________________________
 GB1301  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GB1301  DYNAMIC HT  -         277.138 (meters)     909.24  (feet)  COMP
 GB1301  MODELED GRAV-     979,757.3   (mgal)                       NAVD 88
 GB1301
 GB1301  VERT ORDER  -  SECOND    CLASS 0
 GB1301
 GB1301.The horizontal coordinates were scaled from a topographic map and have
 GB1301.an estimated accuracy of +/- 6 seconds.
 GB1301
 GB1301.The orthometric height was determined by differential leveling
 GB1301.and adjusted by the National Geodetic Survey in June 1991..
 GB1301
 GB1301.The geoid height was determined by GEOID03.
 GB1301
 GB1301.The dynamic height is computed by dividing the NAVD 88
 GB1301.geopotential number by the normal gravity value computed on the
 GB1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1301.degrees latitude (g = 980.6199 gals.).
 GB1301
 GB1301.The modeled gravity was interpolated from observed gravity values.
 GB1301
 GB1301;                    North         East    Units  Estimated Accuracy
 GB1301;SPC KY1Z     - 1,046,460.    1,559,590.      MT  (+/- 180 meters Scaled)
 GB1301
 GB1301                          SUPERSEDED SURVEY CONTROL
 GB1301
 GB1301  NGVD 29 (??/??/92)  277.506  (m)          910.45   (f) ADJ UNCH    2 0
 GB1301
 GB1301.Superseded values are not recommended for survey control.
 GB1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1301.See file dsdata.txt to determine how the superseded data were derived.
 GB1301
 GB1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF711688(NAD 83)
 GB1301_MARKER: DB = BENCH MARK DISK
 GB1301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1301_SP_SET: ABUTMENT
 GB1301_STAMPING: D 248 1951 910.451
 GB1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1301
 GB1301  HISTORY     - Date     Condition        Report By
 GB1301  HISTORY     - 1951     MONUMENTED       CGS
 GB1301  HISTORY     - 1957     GOOD             NGS
 GB1301
 GB1301                          STATION DESCRIPTION
 GB1301
 GB1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1301'0.2 MI S FROM CARTWRIGHT.
 GB1301'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 350 FROM THE JUNCTION
 GB1301'OF STATE HIGHWAY 90 AND THE BAPTIST CHURCH AT CARTWRIGHT, IN THE
 GB1301'TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF A 45-FOOT
 GB1301'CONCRETE BRIDGE OVER A SMALL CREEK, 13 FEET NORTHWEST OF CENTER
 GB1301'LINE OF HIGHWAY AND ABOUT 1 FOOT BELOW HIGHWAY.
 GB1301
 GB1301                          STATION RECOVERY (1957)
 GB1301
 GB1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1496 ***********************************************************************
 GB1496  DESIGNATION -  D 249
 GB1496  PID         -  GB1496
 GB1496  STATE/COUNTY-  KY/CLINTON
 GB1496  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1496
 GB1496                         *CURRENT SURVEY CONTROL
 GB1496  ___________________________________________________________________
 GB1496* NAD 83(1986)-  36 50 51.     (N)    085 09 44.     (W)     SCALED    
 GB1496* NAVD 88     -       296.809  (meters)     973.78   (feet)  ADJUSTED  
 GB1496  ___________________________________________________________________
 GB1496  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GB1496  DYNAMIC HT  -         296.561 (meters)     972.97  (feet)  COMP
 GB1496  MODELED GRAV-     979,788.6   (mgal)                       NAVD 88
 GB1496
 GB1496  VERT ORDER  -  SECOND    CLASS 0
 GB1496
 GB1496.The horizontal coordinates were scaled from a topographic map and have
 GB1496.an estimated accuracy of +/- 6 seconds.
 GB1496
 GB1496.The orthometric height was determined by differential leveling
 GB1496.and adjusted by the National Geodetic Survey in June 1991..
 GB1496
 GB1496.The geoid height was determined by GEOID03.
 GB1496
 GB1496.The dynamic height is computed by dividing the NAVD 88
 GB1496.geopotential number by the normal gravity value computed on the
 GB1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1496.degrees latitude (g = 980.6199 gals.).
 GB1496
 GB1496.The modeled gravity was interpolated from observed gravity values.
 GB1496
 GB1496;                    North         East    Units  Estimated Accuracy
 GB1496;SPC KY1Z     - 1,057,230.    1,552,430.      MT  (+/- 180 meters Scaled)
 GB1496
 GB1496                          SUPERSEDED SURVEY CONTROL
 GB1496
 GB1496  NGVD 29 (??/??/92)  296.946  (m)          974.23   (f) ADJ UNCH    2 0
 GB1496
 GB1496.Superseded values are not recommended for survey control.
 GB1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1496.See file dsdata.txt to determine how the superseded data were derived.
 GB1496
 GB1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF638795(NAD 83)
 GB1496_MARKER: DB = BENCH MARK DISK
 GB1496_SETTING: 66 = SET IN ROCK OUTCROP
 GB1496_SP_SET: ROCK CUT
 GB1496_STAMPING: D 249 1951 974.230
 GB1496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1496+STABILITY: POSITION/ELEVATION WELL
 GB1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1496+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1496
 GB1496  HISTORY     - Date     Condition        Report By
 GB1496  HISTORY     - 1951     MONUMENTED       CGS
 GB1496  HISTORY     - 1958     GOOD             NGS
 GB1496  HISTORY     - 20040309 GOOD             KYDT
 GB1496
 GB1496                          STATION DESCRIPTION
 GB1496
 GB1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1496'4.6 MI N FROM AARON.
 GB1496'ABOUT 4.65 MILES NORTH ALONG STATE HIGHWAY 55 AND 35 FROM THE
 GB1496'POST OFFICE AT AARON, ABOUT 0.35 MILE SOUTH OF THE
 GB1496'RUSSELL-CLINTON COUNTY LINE, ABOUT 0.1 MILE NORTHEAST OF THE
 GB1496'JUNCTION OF A DIRT ROAD EAST, ON THE OUTSIDE OF A CURVE WITH
 GB1496'TANGENTS EXTENDING WEST AND NORTH, SET IN THE TOP OF AN
 GB1496'OUTCROPPING LEDGE IN A ROCK CUT, 24 FEET SOUTHEAST OF THE CENTER
 GB1496'LINE OF HIGHWAY, 120 FEET SOUTH-SOUTHWEST AND ACROSS HIGHWAY
 GB1496'FROM THE SOUTHWEST END OF A GUARD RAIL, 8 1/2 FEET NORTHEAST OF A
 GB1496'10-INCH TRIANGLE CUT IN VERTICAL FACE OF LEDGE, AND ABOUT 4 FEET
 GB1496'ABOVE THE HIGHWAY.  NOTE-- 974.230.  THIS MARK WILL PROBABLY
 GB1496'BE COVERED FROM THE DIRT FALLING FROM THE CUT ABOVE.
 GB1496
 GB1496                          STATION RECOVERY (1958)
 GB1496
 GB1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1496'RECOVERED IN GOOD CONDITION.
 GB1496
 GB1496                          STATION RECOVERY (2004)
 GB1496
 GB1496'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1496'MARK IS 30 YARDS SOUTH-SOUTHWEST AND ACROSS ROAD FROM SOUTHWEST END OF
 GB1496'GUARD RAIL, DIRECTLY UNDER LARGEST ROCK ON TOP OF CUT AND APT TO BE
 GB1496'BURIED UNDER SILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2629 ***********************************************************************
 GA2629  DESIGNATION -  D 25
 GA2629  PID         -  GA2629
 GA2629  STATE/COUNTY-  KY/BELL
 GA2629  USGS QUAD   -  FORK RIDGE (1959)
 GA2629
 GA2629                         *CURRENT SURVEY CONTROL
 GA2629  ___________________________________________________________________
 GA2629* NAD 83(1986)-  36 37 25.     (N)    083 52 10.     (W)     SCALED    
 GA2629* NAVD 88     -       746.652  (meters)    2449.64   (feet)  ADJUSTED  
 GA2629  ___________________________________________________________________
 GA2629  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GA2629  DYNAMIC HT  -         745.956 (meters)    2447.36  (feet)  COMP
 GA2629  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 GA2629
 GA2629  VERT ORDER  -  SECOND    CLASS 0
 GA2629
 GA2629.The horizontal coordinates were scaled from a topographic map and have
 GA2629.an estimated accuracy of +/- 6 seconds.
 GA2629
 GA2629.The orthometric height was determined by differential leveling
 GA2629.and adjusted by the National Geodetic Survey in June 1991..
 GA2629.WARNING-Repeat measurements at this control monument indicate possible
 GA2629.vertical movement.
 GA2629
 GA2629.The geoid height was determined by GEOID03.
 GA2629
 GA2629.The dynamic height is computed by dividing the NAVD 88
 GA2629.geopotential number by the normal gravity value computed on the
 GA2629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2629.degrees latitude (g = 980.6199 gals.).
 GA2629
 GA2629.The modeled gravity was interpolated from observed gravity values.
 GA2629
 GA2629;                    North         East    Units  Estimated Accuracy
 GA2629;SPC KY1Z     - 1,033,910.    1,668,230.      MT  (+/- 180 meters Scaled)
 GA2629
 GA2629                          SUPERSEDED SURVEY CONTROL
 GA2629
 GA2629  NGVD 29 (??/??/92)  746.753  (m)         2449.97   (f) ADJ UNCH    2 0
 GA2629
 GA2629.Superseded values are not recommended for survey control.
 GA2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2629.See file dsdata.txt to determine how the superseded data were derived.
 GA2629
 GA2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA434569(NAD 83)
 GA2629_MARKER: DB = BENCH MARK DISK
 GA2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2629_STAMPING: D 25 1934 2449.972
 GA2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2629+STABILITY: SURFACE MOTION
 GA2629
 GA2629  HISTORY     - Date     Condition        Report By
 GA2629  HISTORY     - 1934     MONUMENTED       CGS
 GA2629  HISTORY     - 1951     GOOD             NGS
 GA2629  HISTORY     - 1975     GOOD             NGS
 GA2629
 GA2629                          STATION DESCRIPTION
 GA2629
 GA2629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GA2629'3.4 MI NE FROM FONDE.
 GA2629'3.4 MILES NORTHEAST ALONG STATE HIGHWAY 74 FROM THE JUNCTION OF
 GA2629'STATE HIGHWAY 535 AT FONDE, ABOUT 1.2 MILES SOUTHWEST OF THE TOP
 GA2629'OF GRADE OVER LOG MOUNTAIN, AT THE OUTSIDE OF A CURVE WITH TANGENTS
 GA2629'SOUTH AND EAST, 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 51
 GA2629'FEET NORTH OF THE WEST END OF AN 18-INCH PIPE CULVERT WITH ROCK
 GA2629'CATCH BASIN, 130 1/2 FEET SOUTHWEST OF THE NORTHWEST END OF A
 GA2629'PIPE CULVERT WITH STONE HEAD WALLS AND THE APPROXIMATE CENTER OF
 GA2629'CURVE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 GA2629'CONCRETE POST PROJECTING 5 INCHES.
 GA2629
 GA2629                          STATION RECOVERY (1975)
 GA2629
 GA2629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1544 ***********************************************************************
 GB1544  DESIGNATION -  D 250
 GB1544  PID         -  GB1544
 GB1544  STATE/COUNTY-  KY/CUMBERLAND
 GB1544  USGS QUAD   -  FROGUE (1981)
 GB1544
 GB1544                         *CURRENT SURVEY CONTROL
 GB1544  ___________________________________________________________________
 GB1544* NAD 83(1986)-  36 43 01.     (N)    085 22 25.     (W)     SCALED    
 GB1544* NAVD 88     -       242.875  (meters)     796.83   (feet)  ADJUSTED  
 GB1544  ___________________________________________________________________
 GB1544  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GB1544  DYNAMIC HT  -         242.673 (meters)     796.17  (feet)  COMP
 GB1544  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 GB1544
 GB1544  VERT ORDER  -  SECOND    CLASS 0
 GB1544
 GB1544.The horizontal coordinates were scaled from a topographic map and have
 GB1544.an estimated accuracy of +/- 6 seconds.
 GB1544
 GB1544.The orthometric height was determined by differential leveling
 GB1544.and adjusted by the National Geodetic Survey in June 1991..
 GB1544
 GB1544.The geoid height was determined by GEOID03.
 GB1544
 GB1544.The dynamic height is computed by dividing the NAVD 88
 GB1544.geopotential number by the normal gravity value computed on the
 GB1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1544.degrees latitude (g = 980.6199 gals.).
 GB1544
 GB1544.The modeled gravity was interpolated from observed gravity values.
 GB1544
 GB1544;                    North         East    Units  Estimated Accuracy
 GB1544;SPC KY1Z     - 1,042,640.    1,533,630.      MT  (+/- 180 meters Scaled)
 GB1544
 GB1544                          SUPERSEDED SURVEY CONTROL
 GB1544
 GB1544  NGVD 29 (??/??/92)  242.965  (m)          797.13   (f) ADJ UNCH    2 0
 GB1544
 GB1544.Superseded values are not recommended for survey control.
 GB1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1544.See file dsdata.txt to determine how the superseded data were derived.
 GB1544
 GB1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF452647(NAD 83)
 GB1544_MARKER: DB = BENCH MARK DISK
 GB1544_SETTING: 66 = SET IN ROCK OUTCROP
 GB1544_SP_SET: ROCK CUT
 GB1544_STAMPING: D 250 1951
 GB1544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1544+STABILITY: POSITION/ELEVATION WELL
 GB1544
 GB1544  HISTORY     - Date     Condition        Report By
 GB1544  HISTORY     - 1951     MONUMENTED       CGS
 GB1544  HISTORY     - 1974     GOOD             NGS
 GB1544
 GB1544                          STATION DESCRIPTION
 GB1544
 GB1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1544'1.8 MI N FROM KETTLE.
 GB1544'ABOUT 1.85 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB1544'AND ROAD JUNCTION AT KETTLE, ABOUT 1.0 MILE NORTH OF THE JUNCTION
 GB1544'OF STATE HIGHWAY 449, ON THE NORTH SLOPE OF A LONG HILL, ABOUT 0.25
 GB1544'MILE NORTH OF TOP OF HILL, SET VERTICALLY IN FACE OF A LONG DEEP
 GB1544'ROCK BENCH CUT, 22 FEET EAST OF CENTER LINE OF HIGHWAY, 18 FEET
 GB1544'SOUTH OF SOUTH END OF NORTH-SOUTH WING OF A RIGHT ANGLE SHAPED HEAD
 GB1544'WALL OF A 14-INCH PIPE CULVERT, 5 1/2 FEET NORTH OF A 10-INCH
 GB1544'TRIANGLE CHISELED IN FACE OF ROCK AND ABOUT 2 FEET ABOVE THE
 GB1544'HIGHWAY.
 GB1544
 GB1544                          STATION RECOVERY (1974)
 GB1544
 GB1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GB1544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1343 ***********************************************************************
 GB1343  DESIGNATION -  D 251
 GB1343  PID         -  GB1343
 GB1343  STATE/COUNTY-  KY/CUMBERLAND
 GB1343  USGS QUAD   -  WATERVIEW (1982)
 GB1343
 GB1343                         *CURRENT SURVEY CONTROL
 GB1343  ___________________________________________________________________
 GB1343* NAD 83(1986)-  36 49 04.     (N)    085 26 45.     (W)     SCALED    
 GB1343* NAVD 88     -       184.382  (meters)     604.93   (feet)  ADJUSTED  
 GB1343  ___________________________________________________________________
 GB1343  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GB1343  DYNAMIC HT  -         184.234 (meters)     604.44  (feet)  COMP
 GB1343  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 GB1343
 GB1343  VERT ORDER  -  SECOND    CLASS 0
 GB1343
 GB1343.The horizontal coordinates were scaled from a topographic map and have
 GB1343.an estimated accuracy of +/- 6 seconds.
 GB1343
 GB1343.The orthometric height was determined by differential leveling
 GB1343.and adjusted by the National Geodetic Survey in June 1991..
 GB1343
 GB1343.The geoid height was determined by GEOID03.
 GB1343
 GB1343.The dynamic height is computed by dividing the NAVD 88
 GB1343.geopotential number by the normal gravity value computed on the
 GB1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1343.degrees latitude (g = 980.6199 gals.).
 GB1343
 GB1343.The modeled gravity was interpolated from observed gravity values.
 GB1343
 GB1343;                    North         East    Units  Estimated Accuracy
 GB1343;SPC KY1Z     - 1,053,810.    1,527,140.      MT  (+/- 180 meters Scaled)
 GB1343
 GB1343                          SUPERSEDED SURVEY CONTROL
 GB1343
 GB1343  NGVD 29 (??/??/92)  184.523  (m)          605.39   (f) ADJ UNCH    2 0
 GB1343
 GB1343.Superseded values are not recommended for survey control.
 GB1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1343.See file dsdata.txt to determine how the superseded data were derived.
 GB1343
 GB1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF386757(NAD 83)
 GB1343_MARKER: DB = BENCH MARK DISK
 GB1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1343_STAMPING: D 251 1951 605.389
 GB1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1343+STABILITY: SURFACE MOTION
 GB1343
 GB1343  HISTORY     - Date     Condition        Report By
 GB1343  HISTORY     - 1951     MONUMENTED       CGS
 GB1343  HISTORY     - 1958     GOOD             NGS
 GB1343  HISTORY     - 20050912 MARK NOT FOUND   KYTC
 GB1343
 GB1343                          STATION DESCRIPTION
 GB1343
 GB1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1343'1.4 MI W FROM GRIDER.
 GB1343'ABOUT 1.35 MILES WEST ALONG STATE HIGHWAY 90 FROM THE POST
 GB1343'OFFICE AT GRIDER, ABOUT 0.7 MILE EAST OF THE POST OFFICE AT
 GB1343'WATERVIEW, ABOUT 0.15 MILE SOUTHEAST OF A HIGHWAY BRIDGE OVER
 GB1343'DUTCH CREEK, 37 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 93
 GB1343'FEET SOUTHWEST OF THE WEST CORNER OF A TWO STORY WHITE FRAME
 GB1343'HOUSE, 72 FEET NORTHWEST OF CENTER LINE OF A DRIVE TO HOUSE,
 GB1343'7 1/2 FEET NORTHEAST OF A POWER POLE, 2 FEET WEST OF A FENCE
 GB1343'CORNER, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 GB1343'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB1343'PROJECTING 3 INCHES.
 GB1343
 GB1343                          STATION RECOVERY (1958)
 GB1343
 GB1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1343'RECOVERED IN GOOD CONDITION.
 GB1343
 GB1343                          STATION RECOVERY (2005)
 GB1343
 GB1343'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1610 ***********************************************************************
 GB1610  DESIGNATION -  D 253
 GB1610  PID         -  GB1610
 GB1610  STATE/COUNTY-  KY/MONROE
 GB1610  USGS QUAD   -  BLACKS FERRY (1982)
 GB1610
 GB1610                         *CURRENT SURVEY CONTROL
 GB1610  ___________________________________________________________________
 GB1610* NAD 83(1986)-  36 38 41.     (N)    085 28 15.     (W)     SCALED    
 GB1610* NAVD 88     -       178.136  (meters)     584.43   (feet)  ADJUSTED  
 GB1610  ___________________________________________________________________
 GB1610  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GB1610  DYNAMIC HT  -         177.986 (meters)     583.94  (feet)  COMP
 GB1610  MODELED GRAV-     979,790.3   (mgal)                       NAVD 88
 GB1610
 GB1610  VERT ORDER  -  SECOND    CLASS 0
 GB1610
 GB1610.The horizontal coordinates were scaled from a topographic map and have
 GB1610.an estimated accuracy of +/- 6 seconds.
 GB1610
 GB1610.The orthometric height was determined by differential leveling
 GB1610.and adjusted by the National Geodetic Survey in June 1991..
 GB1610
 GB1610.The geoid height was determined by GEOID03.
 GB1610
 GB1610.The dynamic height is computed by dividing the NAVD 88
 GB1610.geopotential number by the normal gravity value computed on the
 GB1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1610.degrees latitude (g = 980.6199 gals.).
 GB1610
 GB1610.The modeled gravity was interpolated from observed gravity values.
 GB1610
 GB1610;                    North         East    Units  Estimated Accuracy
 GB1610;SPC KY1Z     - 1,034,600.    1,524,970.      MT  (+/- 180 meters Scaled)
 GB1610
 GB1610                          SUPERSEDED SURVEY CONTROL
 GB1610
 GB1610  NGVD 29 (??/??/92)  178.258  (m)          584.83   (f) ADJ UNCH    2 0
 GB1610
 GB1610.Superseded values are not recommended for survey control.
 GB1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1610.See file dsdata.txt to determine how the superseded data were derived.
 GB1610
 GB1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF366565(NAD 83)
 GB1610_MARKER: DB = BENCH MARK DISK
 GB1610_SETTING: 66 = SET IN ROCK OUTCROP
 GB1610_SP_SET: ROCK LEDGE
 GB1610_STAMPING: D 253 1951
 GB1610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1610+STABILITY: POSITION/ELEVATION WELL
 GB1610
 GB1610  HISTORY     - Date     Condition        Report By
 GB1610  HISTORY     - 1951     MONUMENTED       CGS
 GB1610
 GB1610                          STATION DESCRIPTION
 GB1610
 GB1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1610'1 MI SE FROM MARTINSBURG.
 GB1610'ABOUT 1.0 MILE SOUTHEAST AND EAST ALONG A DIRT ROAD FROM THE
 GB1610'ABANDONED FERRY LANDING ON CUMBERLAND RIVER AT MARTINSBURG,
 GB1610'ABOUT 0.25 MILE WEST OF JUNCTION OF A DIRT ROAD SOUTH, ABOUT
 GB1610'0.1 MILE WEST OF AN ABANDONED FARM HOUSE, SET VERTICALLY IN FACE
 GB1610'OF A LIMESTONE LEDGE ABOUT 20 BY 2 1/2 FEET, 33 FEET WEST OF AN
 GB1610'8-INCH ELM TREE, 16 FEET SOUTH OF CENTER LINE OF ROAD, 6 FEET
 GB1610'NORTHWEST OF A TRIANGULAR BLAZED 8-INCH BEECH TREE, 3 FEET WEST
 GB1610'OF EAST END OF LEDGE AND ABOUT 4 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2780 ***********************************************************************
 GA2780  DESIGNATION -  D 254
 GA2780  PID         -  GA2780
 GA2780  STATE/COUNTY-  KY/BELL
 GA2780  USGS QUAD   -  BALKAN (1974)
 GA2780
 GA2780                         *CURRENT SURVEY CONTROL
 GA2780  ___________________________________________________________________
 GA2780* NAD 83(1986)-  36 46 55.     (N)    083 36 23.     (W)     SCALED    
 GA2780* NAVD 88     -       327.731  (meters)    1075.23   (feet)  ADJUSTED  
 GA2780  ___________________________________________________________________
 GA2780  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GA2780  DYNAMIC HT  -         327.450 (meters)    1074.31  (feet)  COMP
 GA2780  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GA2780
 GA2780  VERT ORDER  -  SECOND    CLASS 0
 GA2780
 GA2780.The horizontal coordinates were scaled from a topographic map and have
 GA2780.an estimated accuracy of +/- 6 seconds.
 GA2780
 GA2780.The orthometric height was determined by differential leveling
 GA2780.and adjusted by the National Geodetic Survey in June 1991..
 GA2780
 GA2780.The geoid height was determined by GEOID03.
 GA2780
 GA2780.The dynamic height is computed by dividing the NAVD 88
 GA2780.geopotential number by the normal gravity value computed on the
 GA2780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2780.degrees latitude (g = 980.6199 gals.).
 GA2780
 GA2780.The modeled gravity was interpolated from observed gravity values.
 GA2780
 GA2780;                    North         East    Units  Estimated Accuracy
 GA2780;SPC KY1Z     - 1,051,990.    1,691,350.      MT  (+/- 180 meters Scaled)
 GA2780
 GA2780                          SUPERSEDED SURVEY CONTROL
 GA2780
 GA2780  NGVD 29 (??/??/92)  327.878  (m)         1075.71   (f) ADJ UNCH    2 0
 GA2780
 GA2780.Superseded values are not recommended for survey control.
 GA2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2780.See file dsdata.txt to determine how the superseded data were derived.
 GA2780
 GA2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA674738(NAD 83)
 GA2780_MARKER: DB = BENCH MARK DISK
 GA2780_SETTING: 66 = SET IN ROCK OUTCROP
 GA2780_SP_SET: SET IN ROCK OUTCROP
 GA2780_STAMPING: D 254 1951 1075.713
 GA2780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2780+STABILITY: POSITION/ELEVATION WELL
 GA2780
 GA2780  HISTORY     - Date     Condition        Report By
 GA2780  HISTORY     - 1951     MONUMENTED       CGS
 GA2780  HISTORY     - 1957     GOOD             NGS
 GA2780  HISTORY     - 1975     GOOD             NGS
 GA2780
 GA2780                          STATION DESCRIPTION
 GA2780
 GA2780'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2780'1.6 MI NE FROM JENSON.
 GA2780'1.55 MILES NORTHEAST ALONG STATE HIGHWAY 221 FROM THE ROAD
 GA2780'JUNCTION AT JENSON, ABOUT 0.3 MILE SOUTHWEST OF A 100-FOOT
 GA2780'CONCRETE BRIDGE, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 GA2780'EXTENDING WEST AND NORTHEAST, AT THE JUNCTION OF A DRIVE EAST
 GA2780'TO A HOUSE WITH ASBESTOS SIDING, IN THE TOP OF A LONG RIDGE
 GA2780'LIKE OUTCROP OF ROCK, 39 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 GA2780'24 FEET EAST-SOUTHEAST OF THE SOUTHEAST END OF A 30-INCH PIPE
 GA2780'CULVERT WITH CONCRETE HEADWALL, 28 FEET SOUTH OF THE SOUTHWEST
 GA2780'END OF AN 18-INCH PIPE CULVERT UNDER DRIVE, AND ABOUT 1 FOOT
 GA2780'ABOVE LEVEL OF HIGHWAY.
 GA2780
 GA2780                          STATION RECOVERY (1957)
 GA2780
 GA2780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2780'RECOVERED IN GOOD CONDITION.
 GA2780
 GA2780                          STATION RECOVERY (1975)
 GA2780
 GA2780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2780'IT IS 24 FEET WEST OF A 16 INCH HICKORY TREE AND 14 FEET NORTH WEST
 GA2780'OF THE CENTERLINE OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1619 ***********************************************************************
 GA1619  DESIGNATION -  D 255
 GA1619  PID         -  GA1619
 GA1619  STATE/COUNTY-  KY/HARLAN
 GA1619  USGS QUAD   -  BLEDSOE (1980)
 GA1619
 GA1619                         *CURRENT SURVEY CONTROL
 GA1619  ___________________________________________________________________
 GA1619* NAD 83(1986)-  36 53 18.     (N)    083 22 21.     (W)     SCALED    
 GA1619* NAVD 88     -       452.984  (meters)    1486.16   (feet)  ADJUSTED  
 GA1619  ___________________________________________________________________
 GA1619  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1619  DYNAMIC HT  -         452.596 (meters)    1484.89  (feet)  COMP
 GA1619  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 GA1619
 GA1619  VERT ORDER  -  SECOND    CLASS 0
 GA1619
 GA1619.The horizontal coordinates were scaled from a topographic map and have
 GA1619.an estimated accuracy of +/- 6 seconds.
 GA1619
 GA1619.The orthometric height was determined by differential leveling
 GA1619.and adjusted by the National Geodetic Survey in June 1991..
 GA1619
 GA1619.The geoid height was determined by GEOID03.
 GA1619
 GA1619.The dynamic height is computed by dividing the NAVD 88
 GA1619.geopotential number by the normal gravity value computed on the
 GA1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1619.degrees latitude (g = 980.6199 gals.).
 GA1619
 GA1619.The modeled gravity was interpolated from observed gravity values.
 GA1619
 GA1619;                    North         East    Units  Estimated Accuracy
 GA1619;SPC KY1Z     - 1,064,300.    1,711,920.      MT  (+/- 180 meters Scaled)
 GA1619
 GA1619                          SUPERSEDED SURVEY CONTROL
 GA1619
 GA1619  NGVD 29 (??/??/92)  453.126  (m)         1486.63   (f) ADJ UNCH    2 0
 GA1619
 GA1619.Superseded values are not recommended for survey control.
 GA1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1619.See file dsdata.txt to determine how the superseded data were derived.
 GA1619
 GA1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA885851(NAD 83)
 GA1619_MARKER: DB = BENCH MARK DISK
 GA1619_SETTING: 66 = SET IN ROCK OUTCROP
 GA1619_SP_SET: OUTCROP
 GA1619_STAMPING: D 255 1951 1486.631
 GA1619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1619+STABILITY: POSITION/ELEVATION WELL
 GA1619
 GA1619  HISTORY     - Date     Condition        Report By
 GA1619  HISTORY     - 1951     MONUMENTED       CGS
 GA1619  HISTORY     - 1957     GOOD             NGS
 GA1619  HISTORY     - 1978     MARK NOT FOUND   USGS
 GA1619
 GA1619                          STATION DESCRIPTION
 GA1619
 GA1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA1619'10 MI NE FROM STONY FORK.
 GA1619'ABOUT 10.0 MILES NORTHEAST ALONG STATE HIGHWAY 221 FROM THE
 GA1619'BAPTIST CHURCH AT STONY FORK, ABOUT 1.95 MILES SOUTHWEST OF
 GA1619'JUNCTION OF U.S. HIGHWAY 421, ON THE INSIDE OF A CURVE WITH
 GA1619'TANGENTS EXTENDING SOUTH AND NORTHEAST, AT A SMALL UNPAINTED
 GA1619'HOUSE, ACROSS HIGHWAY FROM STRAIGHT CREEK BAPTIST CHURCH, IN THE
 GA1619'TOP OF AN OUTCROP OF ROCK, 37 FEET SOUTHEAST OF CENTER LINE OF
 GA1619'HIGHWAY AT CENTER OF AN 18-INCH PIPE CULVERT, 24 FEET SOUTHWEST
 GA1619'OF NORTHWEST CORNER OF HOUSE, 132 FEET SOUTHWEST AND ACROSS
 GA1619'HIGHWAY FROM SOUTHWEST CORNER OF CHURCH AND ABOUT 2 FEET BELOW
 GA1619'LEVEL OF HIGHWAY.
 GA1619
 GA1619                          STATION RECOVERY (1957)
 GA1619
 GA1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1619'RECOVERED IN GOOD CONDITION.
 GA1619
 GA1619                          STATION RECOVERY (1978)
 GA1619
 GA1619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GA1619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2192 ***********************************************************************
 GZ2192  DESIGNATION -  D 256
 GZ2192  PID         -  GZ2192
 GZ2192  STATE/COUNTY-  KY/GREEN
 GZ2192  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ2192
 GZ2192                         *CURRENT SURVEY CONTROL
 GZ2192  ___________________________________________________________________
 GZ2192* NAD 83(1986)-  37 16 43.     (N)    085 30 53.     (W)     SCALED    
 GZ2192* NAVD 88     -       207.613  (meters)     681.14   (feet)  ADJUSTED  
 GZ2192  ___________________________________________________________________
 GZ2192  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GZ2192  DYNAMIC HT  -         207.453 (meters)     680.62  (feet)  COMP
 GZ2192  MODELED GRAV-     979,857.9   (mgal)                       NAVD 88
 GZ2192
 GZ2192  VERT ORDER  -  SECOND    CLASS 0
 GZ2192
 GZ2192.The horizontal coordinates were scaled from a topographic map and have
 GZ2192.an estimated accuracy of +/- 6 seconds.
 GZ2192
 GZ2192.The orthometric height was determined by differential leveling
 GZ2192.and adjusted by the National Geodetic Survey in June 1991..
 GZ2192
 GZ2192.The geoid height was determined by GEOID03.
 GZ2192
 GZ2192.The dynamic height is computed by dividing the NAVD 88
 GZ2192.geopotential number by the normal gravity value computed on the
 GZ2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2192.degrees latitude (g = 980.6199 gals.).
 GZ2192
 GZ2192.The modeled gravity was interpolated from observed gravity values.
 GZ2192
 GZ2192;                    North         East    Units  Estimated Accuracy
 GZ2192;SPC KY1Z     - 1,104,940.    1,520,870.      MT  (+/- 180 meters Scaled)
 GZ2192
 GZ2192                          SUPERSEDED SURVEY CONTROL
 GZ2192
 GZ2192  NGVD 29 (??/??/92)  207.762  (m)          681.63   (f) ADJ UNCH    2 0
 GZ2192
 GZ2192.Superseded values are not recommended for survey control.
 GZ2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2192.See file dsdata.txt to determine how the superseded data were derived.
 GZ2192
 GZ2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG316268(NAD 83)
 GZ2192_MARKER: DB = BENCH MARK DISK
 GZ2192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2192_SP_SET: CULVERT
 GZ2192_STAMPING: D 256 1951
 GZ2192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2192
 GZ2192  HISTORY     - Date     Condition        Report By
 GZ2192  HISTORY     - 1951     MONUMENTED       CGS
 GZ2192
 GZ2192                          STATION DESCRIPTION
 GZ2192
 GZ2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2192'1.4 MI NW FROM GREENSBURG.
 GZ2192'ABOUT 1.35 MILES NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 GZ2192'JUNCTION OF U.S. HIGHWAY 68 AT GREENSBURG, ABOUT 0.4 MILE
 GZ2192'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 88, SET IN THE TOP
 GZ2192'OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A 10-FOOT
 GZ2192'CONCRETE CULVERT, 13 FEET NORTHEAST OF THE CENTER LINE OF THE
 GZ2192'HIGHWAY, 1/2 FOOT NORTHWEST OF SOUTHEAST END OF HEAD WALL AND
 GZ2192'ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2042 ***********************************************************************
 GZ2042  DESIGNATION -  D 257
 GZ2042  PID         -  GZ2042
 GZ2042  STATE/COUNTY-  KY/HART
 GZ2042  USGS QUAD   -  HAMMONVILLE (1982)
 GZ2042
 GZ2042                         *CURRENT SURVEY CONTROL
 GZ2042  ___________________________________________________________________
 GZ2042* NAD 83(1986)-  37 25 42.     (N)    085 47 47.     (W)     SCALED    
 GZ2042* NAVD 88     -       240.181  (meters)     787.99   (feet)  ADJUSTED  
 GZ2042  ___________________________________________________________________
 GZ2042  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GZ2042  DYNAMIC HT  -         239.994 (meters)     787.38  (feet)  COMP
 GZ2042  MODELED GRAV-     979,845.1   (mgal)                       NAVD 88
 GZ2042
 GZ2042  VERT ORDER  -  SECOND    CLASS 0
 GZ2042
 GZ2042.The horizontal coordinates were scaled from a topographic map and have
 GZ2042.an estimated accuracy of +/- 6 seconds.
 GZ2042
 GZ2042.The orthometric height was determined by differential leveling
 GZ2042.and adjusted by the National Geodetic Survey in June 1991..
 GZ2042
 GZ2042.The geoid height was determined by GEOID03.
 GZ2042
 GZ2042.The dynamic height is computed by dividing the NAVD 88
 GZ2042.geopotential number by the normal gravity value computed on the
 GZ2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2042.degrees latitude (g = 980.6199 gals.).
 GZ2042
 GZ2042.The modeled gravity was interpolated from observed gravity values.
 GZ2042
 GZ2042;                    North         East    Units  Estimated Accuracy
 GZ2042;SPC KY1Z     - 1,121,530.    1,495,890.      MT  (+/- 180 meters Scaled)
 GZ2042
 GZ2042                          SUPERSEDED SURVEY CONTROL
 GZ2042
 GZ2042  NGVD 29 (??/??/92)  240.302  (m)          788.39   (f) ADJ UNCH    2 0
 GZ2042
 GZ2042.Superseded values are not recommended for survey control.
 GZ2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2042.See file dsdata.txt to determine how the superseded data were derived.
 GZ2042
 GZ2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG064430(NAD 83)
 GZ2042_MARKER: DB = BENCH MARK DISK
 GZ2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2042_STAMPING: D 257 1951
 GZ2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2042+STABILITY: SURFACE MOTION
 GZ2042
 GZ2042  HISTORY     - Date     Condition        Report By
 GZ2042  HISTORY     - 1951     MONUMENTED       CGS
 GZ2042  HISTORY     - 1982     GOOD             KYDT
 GZ2042
 GZ2042                          STATION DESCRIPTION
 GZ2042
 GZ2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2042'0.8 MI N FROM HAMMONVILLE.
 GZ2042'ABOUT 0.85 MILE NORTH ALONG STATE HIGHWAY 357 FROM THE BAPTIST
 GZ2042'CHURCH AND CEMETERY AT HAMMONVILLE, ABOUT 0.4 MILE SOUTH OF THE
 GZ2042'LARUE-HART COUNTY LINE, AT THE JUNCTION OF A PRIVATE ROAD WEST,
 GZ2042'27 FEET WEST OF THE CENTER LINE OF HIGHWAY, 10 FEET SOUTH OF
 GZ2042'PRIVATE ROAD, 4 1/2 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF
 GZ2042'AN EAST-WEST FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 GZ2042'POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 GZ2042'CONCRETE POST PROJECTING 2 INCHES.
 GZ2042
 GZ2042                          STATION RECOVERY (1982)
 GZ2042
 GZ2042'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1996 ***********************************************************************
 GZ1996  DESIGNATION -  D 258
 GZ1996  PID         -  GZ1996
 GZ1996  STATE/COUNTY-  KY/HART
 GZ1996  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ1996
 GZ1996                         *CURRENT SURVEY CONTROL
 GZ1996  ___________________________________________________________________
 GZ1996* NAD 83(1986)-  37 15 45.     (N)    085 52 34.     (W)     SCALED    
 GZ1996* NAVD 88     -       187.361  (meters)     614.70   (feet)  ADJUSTED  
 GZ1996  ___________________________________________________________________
 GZ1996  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GZ1996  DYNAMIC HT  -         187.217 (meters)     614.23  (feet)  COMP
 GZ1996  MODELED GRAV-     979,857.7   (mgal)                       NAVD 88
 GZ1996
 GZ1996  VERT ORDER  -  SECOND    CLASS 0
 GZ1996
 GZ1996.The horizontal coordinates were scaled from a topographic map and have
 GZ1996.an estimated accuracy of +/- 6 seconds.
 GZ1996
 GZ1996.The orthometric height was determined by differential leveling
 GZ1996.and adjusted by the National Geodetic Survey in June 1991..
 GZ1996
 GZ1996.The geoid height was determined by GEOID03.
 GZ1996
 GZ1996.The dynamic height is computed by dividing the NAVD 88
 GZ1996.geopotential number by the normal gravity value computed on the
 GZ1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1996.degrees latitude (g = 980.6199 gals.).
 GZ1996
 GZ1996.The modeled gravity was interpolated from observed gravity values.
 GZ1996
 GZ1996;                    North         East    Units  Estimated Accuracy
 GZ1996;SPC KY1Z     - 1,103,130.    1,488,810.      MT  (+/- 180 meters Scaled)
 GZ1996
 GZ1996                          SUPERSEDED SURVEY CONTROL
 GZ1996
 GZ1996  NGVD 29 (??/??/92)  187.484  (m)          615.10   (f) ADJ UNCH    2 0
 GZ1996
 GZ1996.Superseded values are not recommended for survey control.
 GZ1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1996.See file dsdata.txt to determine how the superseded data were derived.
 GZ1996
 GZ1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG996245(NAD 83)
 GZ1996_MARKER: DB = BENCH MARK DISK
 GZ1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1996_STAMPING: D 258 1951
 GZ1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1996+STABILITY: SURFACE MOTION
 GZ1996
 GZ1996  HISTORY     - Date     Condition        Report By
 GZ1996  HISTORY     - 1951     MONUMENTED       CGS
 GZ1996
 GZ1996                          STATION DESCRIPTION
 GZ1996
 GZ1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1996'1.4 MI SE FROM MUNFORDVILLE.
 GZ1996'ABOUT 0.95 MILE SOUTHEAST ALONG U.S. HIGHWAY 31W FROM THE COURT
 GZ1996'HOUSE AT MUNFORDVILLE, THENCE ABOUT 0.4 MILE EAST ALONG STATE
 GZ1996'HIGHWAY 88, ON THE OUTSIDE AND SET AT THE WEST END OF A CURVE
 GZ1996'WITH TANGENTS EXTENDING WEST AND NORTHEAST, AT A BOARD GATE
 GZ1996'ACROSS A DRIVE SOUTH TO A PASTURE, 39 FEET SOUTH OF CENTER LINE
 GZ1996'OF HIGHWAY, 91 FEET WEST OF A FENCE CORNER, 10 FEET EAST OF
 GZ1996'CENTER OF GATE, 72 FEET WEST-NORTHWEST OF A 20-INCH CEDAR TREE,
 GZ1996'12 FEET SOUTH OF THE EAST END OF A 12-INCH PIPE CULVERT UNDER
 GZ1996'DRIVE, 1 FOOT NORTH OF A FENCE LINE, 2 FEET WEST OF A WHITE
 GZ1996'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN
 GZ1996'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1971 ***********************************************************************
 GZ1971  DESIGNATION -  D 259
 GZ1971  PID         -  GZ1971
 GZ1971  STATE/COUNTY-  KY/LARUE
 GZ1971  USGS QUAD   -  MAGNOLIA (1961)
 GZ1971
 GZ1971                         *CURRENT SURVEY CONTROL
 GZ1971  ___________________________________________________________________
 GZ1971* NAD 83(1986)-  37 26 29.     (N)    085 44 48.     (W)     SCALED    
 GZ1971* NAVD 88     -       262.689  (meters)     861.84   (feet)  ADJUSTED  
 GZ1971  ___________________________________________________________________
 GZ1971  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GZ1971  DYNAMIC HT  -         262.484 (meters)     861.17  (feet)  COMP
 GZ1971  MODELED GRAV-     979,841.7   (mgal)                       NAVD 88
 GZ1971
 GZ1971  VERT ORDER  -  SECOND    CLASS 0
 GZ1971
 GZ1971.The horizontal coordinates were scaled from a topographic map and have
 GZ1971.an estimated accuracy of +/- 6 seconds.
 GZ1971
 GZ1971.The orthometric height was determined by differential leveling
 GZ1971.and adjusted by the National Geodetic Survey in June 1991..
 GZ1971
 GZ1971.The geoid height was determined by GEOID03.
 GZ1971
 GZ1971.The dynamic height is computed by dividing the NAVD 88
 GZ1971.geopotential number by the normal gravity value computed on the
 GZ1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1971.degrees latitude (g = 980.6199 gals.).
 GZ1971
 GZ1971.The modeled gravity was interpolated from observed gravity values.
 GZ1971
 GZ1971;                    North         East    Units  Estimated Accuracy
 GZ1971;SPC KY1Z     - 1,122,980.    1,500,300.      MT  (+/- 180 meters Scaled)
 GZ1971
 GZ1971                          SUPERSEDED SURVEY CONTROL
 GZ1971
 GZ1971  NGVD 29 (??/??/92)  262.808  (m)          862.23   (f) ADJ UNCH    2 0
 GZ1971
 GZ1971.Superseded values are not recommended for survey control.
 GZ1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1971.See file dsdata.txt to determine how the superseded data were derived.
 GZ1971
 GZ1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG108445(NAD 83)
 GZ1971_MARKER: DB = BENCH MARK DISK
 GZ1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1971_STAMPING: D 259 1951
 GZ1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1971+STABILITY: SURFACE MOTION
 GZ1971
 GZ1971  HISTORY     - Date     Condition        Report By
 GZ1971  HISTORY     - 1951     MONUMENTED       CGS
 GZ1971  HISTORY     - 1961     MARK NOT FOUND   NGS
 GZ1971
 GZ1971                          STATION DESCRIPTION
 GZ1971
 GZ1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1971'AT MAGNOLIA.
 GZ1971'AT MAGNOLIA, ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 31E FROM
 GZ1971'THE SCHOOL, ABOUT 0.1 MILE NORTHEAST ALONG HIGHWAY 31E FROM
 GZ1971'CUMBERLAND PRESBYTERIAN CHURCH AND CEMETERY, AT THE JUNCTION
 GZ1971'OF A GRAVEL STREET LEADING SOUTHEAST, 46 FEET NORTHWEST OF THE
 GZ1971'CENTER LINE OF HIGHWAY AT JUNCTION, 116 FEET EAST OF THE EAST
 GZ1971'CORNER OF A GULF SERVICE STATION AND CAFE, 3 1/2 FEET SOUTHEAST
 GZ1971'OF A POWER POLE, 2 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTHEAST
 GZ1971'OF A FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 GZ1971'POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 GZ1971'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- A NEW ROAD US 31E HAS
 GZ1971'BEEN BUILT HERE AND THE DESCRIPTION PLACES IT RIGHT IN THE MIDDLE
 GZ1971'OF THE NEW HIGHWAY.
 GZ1971
 GZ1971                          STATION RECOVERY (1961)
 GZ1971
 GZ1971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GZ1971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2667 ***********************************************************************
 GA2667  DESIGNATION -  D 26
 GA2667  PID         -  GA2667
 GA2667  STATE/COUNTY-  KY/BELL
 GA2667  USGS QUAD   -  BALKAN (1974)
 GA2667
 GA2667                         *CURRENT SURVEY CONTROL
 GA2667  ___________________________________________________________________
 GA2667* NAD 83(1986)-  36 45 23.     (N)    083 36 01.     (W)     SCALED    
 GA2667* NAVD 88     -       322.217  (meters)    1057.14   (feet)  ADJUSTED  
 GA2667  ___________________________________________________________________
 GA2667  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GA2667  DYNAMIC HT  -         321.940 (meters)    1056.23  (feet)  COMP
 GA2667  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 GA2667
 GA2667  VERT ORDER  -  SECOND    CLASS 0
 GA2667
 GA2667.The horizontal coordinates were scaled from a topographic map and have
 GA2667.an estimated accuracy of +/- 6 seconds.
 GA2667
 GA2667.The orthometric height was determined by differential leveling
 GA2667.and adjusted by the National Geodetic Survey in June 1991..
 GA2667
 GA2667.The geoid height was determined by GEOID03.
 GA2667
 GA2667.The dynamic height is computed by dividing the NAVD 88
 GA2667.geopotential number by the normal gravity value computed on the
 GA2667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2667.degrees latitude (g = 980.6199 gals.).
 GA2667
 GA2667.The modeled gravity was interpolated from observed gravity values.
 GA2667
 GA2667;                    North         East    Units  Estimated Accuracy
 GA2667;SPC KY1Z     - 1,049,170.    1,691,960.      MT  (+/- 180 meters Scaled)
 GA2667
 GA2667                          SUPERSEDED SURVEY CONTROL
 GA2667
 GA2667  NGVD 29 (??/??/92)  322.370  (m)         1057.64   (f) ADJ UNCH    2 0
 GA2667
 GA2667.Superseded values are not recommended for survey control.
 GA2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2667.See file dsdata.txt to determine how the superseded data were derived.
 GA2667
 GA2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA678710(NAD 83)
 GA2667_MARKER: DB = BENCH MARK DISK
 GA2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2667_STAMPING: D 26 1934 1057.642
 GA2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2667+STABILITY: SURFACE MOTION
 GA2667
 GA2667  HISTORY     - Date     Condition        Report By
 GA2667  HISTORY     - 1934     MONUMENTED       CGS
 GA2667  HISTORY     - 1952     GOOD             NGS
 GA2667  HISTORY     - 1957     GOOD             NGS
 GA2667
 GA2667                          STATION DESCRIPTION
 GA2667
 GA2667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GA2667'1.9 MI SW FROM MIRACLE.
 GA2667'ABOUT 1.9 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GA2667'RAILROAD FROM THE GRAVEL ROAD CROSSING AND ROAD BRIDGE OVER
 GA2667'CUMBERLAND RIVER AT MIRACLE, AT A SMALL GREEN HOUSE WHICH IS
 GA2667'BETWEEN THE RAILROAD AND THE CUMBERLAND RIVER, 13 1/2 FEET WEST
 GA2667'OF WEST RAIL OF WEST TRACK, 71 1/2 FEET SOUTHEAST OF SOUTHEAST
 GA2667'CORNER OF HOUSE, 47 FEET SOUTHEAST OF A DUG WELL, 192 FEET SOUTH
 GA2667'OF EAST END OF A SWINGING FOOT BRIDGE OVER RIVER, ABOUT 2 FEET
 GA2667'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GA2667'PROJECTING 1 INCH.
 GA2667
 GA2667                          STATION RECOVERY (1957)
 GA2667
 GA2667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2030 ***********************************************************************
 GZ2030  DESIGNATION -  D 260
 GZ2030  PID         -  GZ2030
 GZ2030  STATE/COUNTY-  KY/HART
 GZ2030  USGS QUAD   -  PARK (1954)
 GZ2030
 GZ2030                         *CURRENT SURVEY CONTROL
 GZ2030  ___________________________________________________________________
 GZ2030* NAD 83(1986)-  37 10 14.     (N)    085 51 17.     (W)     SCALED    
 GZ2030* NAVD 88     -       200.455  (meters)     657.66   (feet)  ADJUSTED  
 GZ2030  ___________________________________________________________________
 GZ2030  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GZ2030  DYNAMIC HT  -         200.298 (meters)     657.14  (feet)  COMP
 GZ2030  MODELED GRAV-     979,846.0   (mgal)                       NAVD 88
 GZ2030
 GZ2030  VERT ORDER  -  SECOND    CLASS 0
 GZ2030
 GZ2030.The horizontal coordinates were scaled from a topographic map and have
 GZ2030.an estimated accuracy of +/- 6 seconds.
 GZ2030
 GZ2030.The orthometric height was determined by differential leveling
 GZ2030.and adjusted by the National Geodetic Survey in June 1991..
 GZ2030
 GZ2030.The geoid height was determined by GEOID03.
 GZ2030
 GZ2030.The dynamic height is computed by dividing the NAVD 88
 GZ2030.geopotential number by the normal gravity value computed on the
 GZ2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2030.degrees latitude (g = 980.6199 gals.).
 GZ2030
 GZ2030.The modeled gravity was interpolated from observed gravity values.
 GZ2030
 GZ2030;                    North         East    Units  Estimated Accuracy
 GZ2030;SPC KY1Z     - 1,092,920.    1,490,700.      MT  (+/- 180 meters Scaled)
 GZ2030
 GZ2030                          SUPERSEDED SURVEY CONTROL
 GZ2030
 GZ2030  NGVD 29 (??/??/92)  200.583  (m)          658.08   (f) ADJ UNCH    2 0
 GZ2030
 GZ2030.Superseded values are not recommended for survey control.
 GZ2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2030.See file dsdata.txt to determine how the superseded data were derived.
 GZ2030
 GZ2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG016144(NAD 83)
 GZ2030_MARKER: DB = BENCH MARK DISK
 GZ2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2030_STAMPING: D 260 1951
 GZ2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2030+STABILITY: SURFACE MOTION
 GZ2030
 GZ2030  HISTORY     - Date     Condition        Report By
 GZ2030  HISTORY     - 1951     MONUMENTED       CGS
 GZ2030
 GZ2030                          STATION DESCRIPTION
 GZ2030
 GZ2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2030'2.6 MI E FROM HORSE CAVE.
 GZ2030'ABOUT 2.65 MILES EAST ALONG STATE HIGHWAY 218 FROM THE BAPTIST
 GZ2030'CHURCH AT HORSE CAVE, ABOUT 0.85 MILE WEST OF THE INTERSECTION OF
 GZ2030'STATE HIGHWAY 31E, AT THE EAST CORNER OF A LOT FENCE AROUND A
 GZ2030'BARN, 40 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 37 FEET EAST
 GZ2030'OF EAST CORNER OF BARN, 2 FEET NORTHEAST OF A FENCE CORNER AND IS
 GZ2030'IN LINE WITH FENCE LINE SOUTHWEST, 2 FEET NORTH OF A WHITE WOODEN
 GZ2030'WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP
 GZ2030'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2016 ***********************************************************************
 GZ2016  DESIGNATION -  D 262
 GZ2016  PID         -  GZ2016
 GZ2016  STATE/COUNTY-  KY/HART
 GZ2016  USGS QUAD   -  CENTER (1985)
 GZ2016
 GZ2016                         *CURRENT SURVEY CONTROL
 GZ2016  ___________________________________________________________________
 GZ2016* NAD 83(1986)-  37 13 48.     (N)    085 41 29.     (W)     SCALED    
 GZ2016* NAVD 88     -       221.260  (meters)     725.92   (feet)  ADJUSTED  
 GZ2016  ___________________________________________________________________
 GZ2016  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GZ2016  DYNAMIC HT  -         221.089 (meters)     725.36  (feet)  COMP
 GZ2016  MODELED GRAV-     979,852.9   (mgal)                       NAVD 88
 GZ2016
 GZ2016  VERT ORDER  -  SECOND    CLASS 0
 GZ2016
 GZ2016.The horizontal coordinates were scaled from a topographic map and have
 GZ2016.an estimated accuracy of +/- 6 seconds.
 GZ2016
 GZ2016.The orthometric height was determined by differential leveling
 GZ2016.and adjusted by the National Geodetic Survey in June 1991..
 GZ2016
 GZ2016.The geoid height was determined by GEOID03.
 GZ2016
 GZ2016.The dynamic height is computed by dividing the NAVD 88
 GZ2016.geopotential number by the normal gravity value computed on the
 GZ2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2016.degrees latitude (g = 980.6199 gals.).
 GZ2016
 GZ2016.The modeled gravity was interpolated from observed gravity values.
 GZ2016
 GZ2016;                    North         East    Units  Estimated Accuracy
 GZ2016;SPC KY1Z     - 1,099,520.    1,505,200.      MT  (+/- 180 meters Scaled)
 GZ2016
 GZ2016                          SUPERSEDED SURVEY CONTROL
 GZ2016
 GZ2016  NGVD 29 (??/??/92)  221.395  (m)          726.36   (f) ADJ UNCH    2 0
 GZ2016
 GZ2016.Superseded values are not recommended for survey control.
 GZ2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2016.See file dsdata.txt to determine how the superseded data were derived.
 GZ2016
 GZ2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG160211(NAD 83)
 GZ2016_MARKER: DB = BENCH MARK DISK
 GZ2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2016_STAMPING: D 262 1951
 GZ2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2016+STABILITY: SURFACE MOTION
 GZ2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2016+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 GZ2016
 GZ2016  HISTORY     - Date     Condition        Report By
 GZ2016  HISTORY     - 1951     MONUMENTED       CGS
 GZ2016  HISTORY     - 20010426 GOOD             KYDT
 GZ2016
 GZ2016                          STATION DESCRIPTION
 GZ2016
 GZ2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2016'0.4 MI E FROM MONROE.
 GZ2016'ABOUT 0.45 MILE EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 GZ2016'MONROE, ABOUT 100 YARDS SOUTH OF A CURVE WITH TANGENTS EXTENDING
 GZ2016'SOUTH AND WEST AND JUNCTION OF A PRIVATE ROAD NORTH, AT THE
 GZ2016'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND EAST, 32
 GZ2016'FEET SOUTHWEST OF THE CENTER LINE OF ROAD, 132 FEET SOUTH OF
 GZ2016'CENTER LINE OF A DRIVE WEST TO A SMALL WHITE HOUSE, 11 1/2 FEET
 GZ2016'EAST OF A 30-INCH OAK TREE, 7 FEET WEST OF A 12-INCH CROOKED OAK TREE
 GZ2016'IN FENCE LINE, 1 FOOT NORTH OF A FENCE LINE, 2 FEET WEST OF A WHITE
 GZ2016'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 GZ2016'OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ2016
 GZ2016                          STATION RECOVERY (2001)
 GZ2016
 GZ2016'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2016'MARK IS 29.3 FEET SOUTHWEST OF CENTERLINE OF ROAD, 3 FEET NORTH OF A
 GZ2016'FENCE, 10.8 FEET WEST OF MIDDLE PULL POST IN FENCE, 1.4 FEET NORTHWEST
 GZ2016'OF A 4 INCH LOCUST TREE AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2029 ***********************************************************************
 GB2029  DESIGNATION -  D 263
 GB2029  PID         -  GB2029
 GB2029  STATE/COUNTY-  KY/BARREN
 GB2029  USGS QUAD   -  TEMPLE HILL (1981)
 GB2029
 GB2029                         *CURRENT SURVEY CONTROL
 GB2029  ___________________________________________________________________
 GB2029* NAD 83(1986)-  36 56 46.     (N)    085 45 36.     (W)     SCALED    
 GB2029* NAVD 88     -       261.176  (meters)     856.87   (feet)  ADJUSTED  
 GB2029  ___________________________________________________________________
 GB2029  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GB2029  DYNAMIC HT  -         260.963 (meters)     856.18  (feet)  COMP
 GB2029  MODELED GRAV-     979,810.1   (mgal)                       NAVD 88
 GB2029
 GB2029  VERT ORDER  -  SECOND    CLASS 0
 GB2029
 GB2029.The horizontal coordinates were scaled from a topographic map and have
 GB2029.an estimated accuracy of +/- 6 seconds.
 GB2029
 GB2029.The orthometric height was determined by differential leveling
 GB2029.and adjusted by the National Geodetic Survey in June 1991..
 GB2029
 GB2029.The geoid height was determined by GEOID03.
 GB2029
 GB2029.The dynamic height is computed by dividing the NAVD 88
 GB2029.geopotential number by the normal gravity value computed on the
 GB2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2029.degrees latitude (g = 980.6199 gals.).
 GB2029
 GB2029.The modeled gravity was interpolated from observed gravity values.
 GB2029
 GB2029;                    North         East    Units  Estimated Accuracy
 GB2029;SPC KY1Z     - 1,068,010.    1,499,110.      MT  (+/- 180 meters Scaled)
 GB2029
 GB2029                          SUPERSEDED SURVEY CONTROL
 GB2029
 GB2029  NGVD 29 (??/??/92)  261.317  (m)          857.34   (f) ADJ UNCH    2 0
 GB2029
 GB2029.Superseded values are not recommended for survey control.
 GB2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2029.See file dsdata.txt to determine how the superseded data were derived.
 GB2029
 GB2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF104896(NAD 83)
 GB2029_MARKER: DB = BENCH MARK DISK
 GB2029_SETTING: 66 = SET IN ROCK OUTCROP
 GB2029_SP_SET: ROCK OUTCROP
 GB2029_STAMPING: D 263 1951 857.338
 GB2029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2029+STABILITY: POSITION/ELEVATION WELL
 GB2029
 GB2029  HISTORY     - Date     Condition        Report By
 GB2029  HISTORY     - 1951     MONUMENTED       CGS
 GB2029  HISTORY     - 1958     GOOD             NGS
 GB2029
 GB2029                          STATION DESCRIPTION
 GB2029
 GB2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2029'3.8 MI SW FROM RANDOLPH.
 GB2029'ABOUT 2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 640 FROM THE
 GB2029'POST OFFICE AT RANDOLPH, THENCE ABOUT 0.85 MILE WEST ALONG A
 GB2029'GRAVEL ROAD, ABOUT 0.5 MILE SOUTHEAST OF THE JUNCTION OF A ROAD
 GB2029'NORTH, ABOUT 100 YARDS SOUTHEAST OF A CURVE WITH TANGENTS
 GB2029'EXTENDING WEST AND SOUTHEAST, NEAR THE TOP OF A HILL, ABOUT 35
 GB2029'YARDS NORTHWEST OF TOP OF HILL, IN THE TOP OF A TRIANGLE SHAPED
 GB2029'FLAT OUTCROP OF ROCK, 21 FEET NORTHEAST OF CENTER LINE OF ROAD,
 GB2029'31 FEET SOUTHEAST OF THE FIRST TELEPHONE POLE NORTHWEST OF TOP
 GB2029'OF HILL, 1 FOOT SOUTHWEST OF A FENCE LINE, ABOUT 2 FEET ABOVE
 GB2029'ROAD.
 GB2029
 GB2029                          STATION RECOVERY (1958)
 GB2029
 GB2029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2831 ***********************************************************************
 GA2831  DESIGNATION -  D 264
 GA2831  PID         -  GA2831
 GA2831  STATE/COUNTY-  KY/KNOX
 GA2831  USGS QUAD   -  SCALF (1979)
 GA2831
 GA2831                         *CURRENT SURVEY CONTROL
 GA2831  ___________________________________________________________________
 GA2831* NAD 83(1986)-  36 52 53.     (N)    083 43 30.     (W)     SCALED    
 GA2831* NAVD 88     -       308.043  (meters)    1010.64   (feet)  ADJUSTED  
 GA2831  ___________________________________________________________________
 GA2831  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA2831  DYNAMIC HT  -         307.787 (meters)    1009.80  (feet)  COMP
 GA2831  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 GA2831
 GA2831  VERT ORDER  -  SECOND    CLASS 0
 GA2831
 GA2831.The horizontal coordinates were scaled from a topographic map and have
 GA2831.an estimated accuracy of +/- 6 seconds.
 GA2831
 GA2831.The orthometric height was determined by differential leveling
 GA2831.and adjusted by the National Geodetic Survey in June 1991..
 GA2831
 GA2831.The geoid height was determined by GEOID03.
 GA2831
 GA2831.The dynamic height is computed by dividing the NAVD 88
 GA2831.geopotential number by the normal gravity value computed on the
 GA2831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2831.degrees latitude (g = 980.6199 gals.).
 GA2831
 GA2831.The modeled gravity was interpolated from observed gravity values.
 GA2831
 GA2831;                    North         East    Units  Estimated Accuracy
 GA2831;SPC KY1Z     - 1,062,790.    1,680,520.      MT  (+/- 180 meters Scaled)
 GA2831
 GA2831                          SUPERSEDED SURVEY CONTROL
 GA2831
 GA2831  NGVD 29 (??/??/92)  308.198  (m)         1011.15   (f) ADJ UNCH    2 0
 GA2831
 GA2831.Superseded values are not recommended for survey control.
 GA2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2831.See file dsdata.txt to determine how the superseded data were derived.
 GA2831
 GA2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA571851(NAD 83)
 GA2831_MARKER: DB = BENCH MARK DISK
 GA2831_SETTING: 66 = SET IN ROCK OUTCROP
 GA2831_SP_SET: SET IN ROCK OUTCROP
 GA2831_STAMPING: D 264 1951 1011.146
 GA2831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2831+STABILITY: POSITION/ELEVATION WELL
 GA2831
 GA2831  HISTORY     - Date     Condition        Report By
 GA2831  HISTORY     - 1951     MONUMENTED       CGS
 GA2831  HISTORY     - 1957     GOOD             NGS
 GA2831
 GA2831                          STATION DESCRIPTION
 GA2831
 GA2831'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2831'0.8 MI NE FROM DEWITT.
 GA2831'0.75 MILE NORTHEAST ALONG STATE HIGHWAY 223 FROM THE SCHOOL AT
 GA2831'DEWITT, ABOUT 0.9 MILE NORTHEAST OF THE CROSSROAD AND BRIDGE OVER
 GA2831'TRACE FORK, ALONG A SHORT EAST-WEST TANGENT IN HIGHWAY, SET
 GA2831'VERTICALLY IN THE SOUTH FACE OF A ROCK BLUFF, 24 FEET NORTH OF
 GA2831'CENTER LINE OF HIGHWAY, 112 FEET EAST OF CENTER OF JUNCTION OF
 GA2831'A DRIVE SOUTH TO A WHITE HOUSE, 1 FOOT ABOVE GROUND AND ABOUT 4
 GA2831'FEET ABOVE LEVEL OF HIGHWAY.
 GA2831
 GA2831                          STATION RECOVERY (1957)
 GA2831
 GA2831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2125 ***********************************************************************
 GB2125  DESIGNATION -  D 266
 GB2125  PID         -  GB2125
 GB2125  STATE/COUNTY-  KY/MONROE
 GB2125  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB2125
 GB2125                         *CURRENT SURVEY CONTROL
 GB2125  ___________________________________________________________________
 GB2125* NAD 83(1986)-  36 43 14.     (N)    085 41 14.     (W)     SCALED    
 GB2125* NAVD 88     -       292.298  (meters)     958.98   (feet)  ADJUSTED  
 GB2125  ___________________________________________________________________
 GB2125  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB2125  DYNAMIC HT  -         292.053 (meters)     958.18  (feet)  COMP
 GB2125  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 GB2125
 GB2125  VERT ORDER  -  SECOND    CLASS 0
 GB2125
 GB2125.The horizontal coordinates were scaled from a topographic map and have
 GB2125.an estimated accuracy of +/- 6 seconds.
 GB2125
 GB2125.The orthometric height was determined by differential leveling
 GB2125.and adjusted by the National Geodetic Survey in June 1991..
 GB2125
 GB2125.The geoid height was determined by GEOID03.
 GB2125
 GB2125.The dynamic height is computed by dividing the NAVD 88
 GB2125.geopotential number by the normal gravity value computed on the
 GB2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2125.degrees latitude (g = 980.6199 gals.).
 GB2125
 GB2125.The modeled gravity was interpolated from observed gravity values.
 GB2125
 GB2125;                    North         East    Units  Estimated Accuracy
 GB2125;SPC KY1Z     - 1,042,980.    1,505,610.      MT  (+/- 180 meters Scaled)
 GB2125
 GB2125                          SUPERSEDED SURVEY CONTROL
 GB2125
 GB2125  NGVD 29 (??/??/92)  292.424  (m)          959.39   (f) ADJ UNCH    2 0
 GB2125
 GB2125.Superseded values are not recommended for survey control.
 GB2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2125.See file dsdata.txt to determine how the superseded data were derived.
 GB2125
 GB2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF172646(NAD 83)
 GB2125_MARKER: DB = BENCH MARK DISK
 GB2125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB2125_SP_SET: CULVERT
 GB2125_STAMPING: D 266 1951
 GB2125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2125
 GB2125  HISTORY     - Date     Condition        Report By
 GB2125  HISTORY     - 1951     MONUMENTED       CGS
 GB2125
 GB2125                          STATION DESCRIPTION
 GB2125
 GB2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2125'1.4 MI N FROM TOMPKINSVILLE.
 GB2125'ABOUT 1.4 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE COURT
 GB2125'HOUSE AT TOMPKINSVILLE, AT THE BOTTOM OF GRADES AND AT JUNCTION
 GB2125'OF A GRAVEL ROAD EAST, IN THE TOP OF THE NORTH END OF THE WEST
 GB2125'HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY, 16 FEET
 GB2125'WEST OF CENTER LINE OF HIGHWAY, 15 FEET NORTH OF EXTENDED CENTER
 GB2125'LINE OF ROAD EAST AND ABOUT 3 FEET BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1525 ***********************************************************************
 GB1525  DESIGNATION -  D 267
 GB1525  PID         -  GB1525
 GB1525  STATE/COUNTY-  KY/MONROE
 GB1525  USGS QUAD   -  VERNON (1981)
 GB1525
 GB1525                         *CURRENT SURVEY CONTROL
 GB1525  ___________________________________________________________________
 GB1525* NAD 83(1986)-  36 41 32.     (N)    085 30 07.     (W)     SCALED    
 GB1525* NAVD 88     -       166.262  (meters)     545.48   (feet)  ADJUSTED  
 GB1525  ___________________________________________________________________
 GB1525  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GB1525  DYNAMIC HT  -         166.125 (meters)     545.03  (feet)  COMP
 GB1525  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 GB1525
 GB1525  VERT ORDER  -  SECOND    CLASS 0
 GB1525
 GB1525.The horizontal coordinates were scaled from a topographic map and have
 GB1525.an estimated accuracy of +/- 6 seconds.
 GB1525
 GB1525.The orthometric height was determined by differential leveling
 GB1525.and adjusted by the National Geodetic Survey in June 1991..
 GB1525
 GB1525.The geoid height was determined by GEOID03.
 GB1525
 GB1525.The dynamic height is computed by dividing the NAVD 88
 GB1525.geopotential number by the normal gravity value computed on the
 GB1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1525.degrees latitude (g = 980.6199 gals.).
 GB1525
 GB1525.The modeled gravity was interpolated from observed gravity values.
 GB1525
 GB1525;                    North         East    Units  Estimated Accuracy
 GB1525;SPC KY1Z     - 1,039,860.    1,522,170.      MT  (+/- 180 meters Scaled)
 GB1525
 GB1525                          SUPERSEDED SURVEY CONTROL
 GB1525
 GB1525  NGVD 29 (??/??/92)  166.391  (m)          545.90   (f) ADJ UNCH    2 0
 GB1525
 GB1525.Superseded values are not recommended for survey control.
 GB1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1525.See file dsdata.txt to determine how the superseded data were derived.
 GB1525
 GB1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF338617(NAD 83)
 GB1525_MARKER: DB = BENCH MARK DISK
 GB1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1525_STAMPING: D 267 1951
 GB1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1525+STABILITY: SURFACE MOTION
 GB1525
 GB1525  HISTORY     - Date     Condition        Report By
 GB1525  HISTORY     - 1951     MONUMENTED       CGS
 GB1525
 GB1525                          STATION DESCRIPTION
 GB1525
 GB1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1525'1.4 MI SE FROM CENTER POINT.
 GB1525'ABOUT 1.35 MILES SOUTHEAST ALONG A GRAVEL ROAD AND ABANDONED ROAD
 GB1525'LEADING TO ABANDONED BLACKS FERRY FROM THE SCHOOL AT CENTER POINT,
 GB1525'ABOUT 0.25 MILE NORTHWEST ALONG ABANDONED ROAD FROM ABANDONED FERRY
 GB1525'LANDING ON CUMBERLAND RIVER, ABOUT 0.1 MILE NORTHWEST OF AN OLD
 GB1525'LARGE 2-STORY FARM HOUSE, ABOUT 0.4 MILE SOUTHEAST OF JUNCTION OF
 GB1525'A ROAD SOUTH TO FARMS, 12 FEET NORTHEAST OF CENTER LINE OF ABANDONED
 GB1525'ROAD, 1 FOOT SOUTHWEST OF A FENCE LINE, 21 1/2 FEET NORTHWEST OF
 GB1525'NORTHWEST GATE POST OF A GATE TO A PASTURE, 2 FEET SOUTHEAST OF A
 GB1525'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE ROAD AND SET IN THE
 GB1525'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2098 ***********************************************************************
 GB2098  DESIGNATION -  D 268
 GB2098  PID         -  GB2098
 GB2098  STATE/COUNTY-  KY/BARREN
 GB2098  USGS QUAD   -  TEMPLE HILL (1981)
 GB2098
 GB2098                         *CURRENT SURVEY CONTROL
 GB2098  ___________________________________________________________________
 GB2098* NAD 83(1986)-  36 53 44.     (N)    085 47 21.     (W)     SCALED    
 GB2098* NAVD 88     -       232.164  (meters)     761.69   (feet)  ADJUSTED  
 GB2098  ___________________________________________________________________
 GB2098  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GB2098  DYNAMIC HT  -         231.975 (meters)     761.07  (feet)  COMP
 GB2098  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 GB2098
 GB2098  VERT ORDER  -  SECOND    CLASS 0
 GB2098
 GB2098.The horizontal coordinates were scaled from a topographic map and have
 GB2098.an estimated accuracy of +/- 6 seconds.
 GB2098
 GB2098.The orthometric height was determined by differential leveling
 GB2098.and adjusted by the National Geodetic Survey in June 1991..
 GB2098
 GB2098.The geoid height was determined by GEOID03.
 GB2098
 GB2098.The dynamic height is computed by dividing the NAVD 88
 GB2098.geopotential number by the normal gravity value computed on the
 GB2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2098.degrees latitude (g = 980.6199 gals.).
 GB2098
 GB2098.The modeled gravity was interpolated from observed gravity values.
 GB2098
 GB2098;                    North         East    Units  Estimated Accuracy
 GB2098;SPC KY1Z     - 1,062,400.    1,496,510.      MT  (+/- 180 meters Scaled)
 GB2098
 GB2098                          SUPERSEDED SURVEY CONTROL
 GB2098
 GB2098  NGVD 29 (??/??/92)  232.303  (m)          762.15   (f) ADJ UNCH    2 0
 GB2098
 GB2098.Superseded values are not recommended for survey control.
 GB2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2098.See file dsdata.txt to determine how the superseded data were derived.
 GB2098
 GB2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF078839(NAD 83)
 GB2098_MARKER: DB = BENCH MARK DISK
 GB2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2098_STAMPING: D 268 1951
 GB2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2098+STABILITY: SURFACE MOTION
 GB2098
 GB2098  HISTORY     - Date     Condition        Report By
 GB2098  HISTORY     - 1951     MONUMENTED       CGS
 GB2098
 GB2098                          STATION DESCRIPTION
 GB2098
 GB2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2098'2 MI S FROM EIGHTY EIGHT.
 GB2098'ABOUT 0.55 MILE SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE CHURCH
 GB2098'OF CHRIST AND CEMETERY AT EIGHTY EIGHT, THENCE ABOUT 1.05 MILES
 GB2098'SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.35 MILE WEST ALONG
 GB2098'A GRAVEL ROAD, ABOUT 90 YARDS EAST OF THE T JUNCTION OF A
 GB2098'NORTH-SOUTH GRAVEL ROAD, 17 FEET SOUTH OF CENTER LINE OF ROAD,
 GB2098'1 FOOT NORTH OF A FENCE LINE, 23 FEET WEST OF A FORKED 26-INCH
 GB2098'OAK TREE, 29 FEET NORTHWEST OF NORTHWEST CORNER OF A FARM MACHINERY
 GB2098'SHED, 114 FEET WEST OF NORTHWEST CORNER OF A BARN, 2 FEET EAST
 GB2098'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE ROAD AND SET
 GB2098'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1515 ***********************************************************************
 GA1515  DESIGNATION -  D 27
 GA1515  PID         -  GA1515
 GA1515  STATE/COUNTY-  KY/HARLAN
 GA1515  USGS QUAD   -  HARLAN (1978)
 GA1515
 GA1515                         *CURRENT SURVEY CONTROL
 GA1515  ___________________________________________________________________
 GA1515* NAD 83(1986)-  36 50 51.     (N)    083 19 20.     (W)     SCALED    
 GA1515* NAVD 88     -       365.315  (meters)    1198.54   (feet)  ADJUSTED  
 GA1515  ___________________________________________________________________
 GA1515  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1515  DYNAMIC HT  -         364.999 (meters)    1197.50  (feet)  COMP
 GA1515  MODELED GRAV-     979,757.5   (mgal)                       NAVD 88
 GA1515
 GA1515  VERT ORDER  -  SECOND    CLASS 0
 GA1515
 GA1515.The horizontal coordinates were scaled from a topographic map and have
 GA1515.an estimated accuracy of +/- 6 seconds.
 GA1515
 GA1515.The orthometric height was determined by differential leveling
 GA1515.and adjusted by the National Geodetic Survey in June 1991..
 GA1515
 GA1515.The geoid height was determined by GEOID03.
 GA1515
 GA1515.The dynamic height is computed by dividing the NAVD 88
 GA1515.geopotential number by the normal gravity value computed on the
 GA1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1515.degrees latitude (g = 980.6199 gals.).
 GA1515
 GA1515.The modeled gravity was interpolated from observed gravity values.
 GA1515
 GA1515;                    North         East    Units  Estimated Accuracy
 GA1515;SPC KY1Z     - 1,059,880.    1,716,520.      MT  (+/- 180 meters Scaled)
 GA1515
 GA1515                          SUPERSEDED SURVEY CONTROL
 GA1515
 GA1515  NGVD 29 (??/??/92)  365.458  (m)         1199.01   (f) ADJ UNCH    2 0
 GA1515
 GA1515.Superseded values are not recommended for survey control.
 GA1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1515.See file dsdata.txt to determine how the superseded data were derived.
 GA1515
 GA1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA929804(NAD 83)
 GA1515_MARKER: DB = BENCH MARK DISK
 GA1515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1515_SP_SET: LEDGE
 GA1515_STAMPING: D 27 1934 1199.007
 GA1515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1515+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 GA1515
 GA1515  HISTORY     - Date     Condition        Report By
 GA1515  HISTORY     - 1934     MONUMENTED       CGS
 GA1515  HISTORY     - 1956     GOOD             NGS
 GA1515  HISTORY     - 20010514 GOOD             KYDT
 GA1515
 GA1515                          STATION DESCRIPTION
 GA1515
 GA1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1515'AT HARLAN.
 GA1515'AT HARLAN, SET IN THE TOP OF CONCRETE LEDGE DIRECTLY UNDER FIRST
 GA1515'WINDOW NORTH OF FRONT (EAST) ENTRANCE TO POST OFFICE BUILDING,
 GA1515'9 FEET NORTH OF THE NORTH EDGE OF ENTRANCE, 1 FOOT NORTH OF
 GA1515'SOUTH SIDE OF WINDOW AND 1 1/2 FEET ABOVE GROUND.
 GA1515
 GA1515                          STATION RECOVERY (2001)
 GA1515
 GA1515'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1272 ***********************************************************************
 GB1272  DESIGNATION -  D 270
 GB1272  PID         -  GB1272
 GB1272  STATE/COUNTY-  KY/MCCREARY
 GB1272  USGS QUAD   -  NEVELSVILLE (1983)
 GB1272
 GB1272                         *CURRENT SURVEY CONTROL
 GB1272  ___________________________________________________________________
 GB1272* NAD 83(1986)-  36 46 17.     (N)    084 37 03.     (W)     SCALED    
 GB1272* NAVD 88     -       261.640  (meters)     858.40   (feet)  ADJUSTED  
 GB1272  ___________________________________________________________________
 GB1272  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GB1272  DYNAMIC HT  -         261.431 (meters)     857.71  (feet)  COMP
 GB1272  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 GB1272
 GB1272  VERT ORDER  -  SECOND    CLASS 0
 GB1272
 GB1272.The horizontal coordinates were scaled from a topographic map and have
 GB1272.an estimated accuracy of +/- 6 seconds.
 GB1272
 GB1272.The orthometric height was determined by differential leveling
 GB1272.and adjusted by the National Geodetic Survey in June 1991..
 GB1272
 GB1272.The geoid height was determined by GEOID03.
 GB1272
 GB1272.The dynamic height is computed by dividing the NAVD 88
 GB1272.geopotential number by the normal gravity value computed on the
 GB1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1272.degrees latitude (g = 980.6199 gals.).
 GB1272
 GB1272.The modeled gravity was interpolated from observed gravity values.
 GB1272
 GB1272;                    North         East    Units  Estimated Accuracy
 GB1272;SPC KY1Z     - 1,049,230.    1,601,110.      MT  (+/- 180 meters Scaled)
 GB1272
 GB1272                          SUPERSEDED SURVEY CONTROL
 GB1272
 GB1272  NGVD 29 (??/??/92)  261.784  (m)          858.87   (f) ADJ UNCH    2 0
 GB1272
 GB1272.Superseded values are not recommended for survey control.
 GB1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1272.See file dsdata.txt to determine how the superseded data were derived.
 GB1272
 GB1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF126721(NAD 83)
 GB1272_MARKER: DB = BENCH MARK DISK
 GB1272_SETTING: 66 = SET IN ROCK OUTCROP
 GB1272_SP_SET: ROCK LEDGE
 GB1272_STAMPING: D 270 1951 858.870
 GB1272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1272+STABILITY: POSITION/ELEVATION WELL
 GB1272
 GB1272  HISTORY     - Date     Condition        Report By
 GB1272  HISTORY     - 1951     MONUMENTED       CGS
 GB1272  HISTORY     - 1957     GOOD             NGS
 GB1272
 GB1272                          STATION DESCRIPTION
 GB1272
 GB1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1272'2.4 MI SE FROM RITNER.
 GB1272'ABOUT 2.35 MILES SOUTHEAST ALONG A ROUGH ROCKY ROAD FROM THE
 GB1272'POST OFFICE AT RITNER, ABOUT 2.0 MILES SOUTHEAST OF FORD ACROSS
 GB1272'LITTLE SOUTH FORK RIVER, ABOUT 0.4 MILE SOUTHEAST OF CROSSING
 GB1272'OF A DRY CREEK BRANCH AND A SHARP CURVE IN ROAD, ABOUT 0.1 MILE
 GB1272'WEST OF CROSSING OF A DRY CREEK BRANCH AND SHARP BEND IN ROAD,
 GB1272'ABOUT 0.35 MILE NORTHWEST OF A DRIVE SOUTHWEST OF ROCK SPRINGS
 GB1272'CHURCH AND CEMETERY, 26 FEET NORTH OF CENTER LINE OF ROAD,
 GB1272'19 FEET WEST OF CENTER OF A SMALL CREEK BRANCH, SET VERTICALLY
 GB1272'ABOUT 2 FEET ABOVE GROUND IN THE SOUTH FACE OF A LIMESTONE
 GB1272'LEDGE AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.
 GB1272
 GB1272                          STATION RECOVERY (1957)
 GB1272
 GB1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0520 ***********************************************************************
 GY0520  DESIGNATION -  D 271
 GY0520  PID         -  GY0520
 GY0520  STATE/COUNTY-  KY/PIKE
 GY0520  USGS QUAD   -  MATEWAN (1992)
 GY0520
 GY0520                         *CURRENT SURVEY CONTROL
 GY0520  ___________________________________________________________________
 GY0520* NAD 83(1986)-  37 31 24.     (N)    082 09 21.     (W)     SCALED    
 GY0520* NAVD 88     -       254.815  (meters)     836.01   (feet)  ADJUSTED  
 GY0520  ___________________________________________________________________
 GY0520  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GY0520  DYNAMIC HT  -         254.617 (meters)     835.36  (feet)  COMP
 GY0520  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 GY0520
 GY0520  VERT ORDER  -  SECOND    CLASS 0
 GY0520
 GY0520.The horizontal coordinates were scaled from a topographic map and have
 GY0520.an estimated accuracy of +/- 6 seconds.
 GY0520
 GY0520.The orthometric height was determined by differential leveling
 GY0520.and adjusted by the National Geodetic Survey in June 1991..
 GY0520
 GY0520.The geoid height was determined by GEOID03.
 GY0520
 GY0520.The dynamic height is computed by dividing the NAVD 88
 GY0520.geopotential number by the normal gravity value computed on the
 GY0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0520.degrees latitude (g = 980.6199 gals.).
 GY0520
 GY0520.The modeled gravity was interpolated from observed gravity values.
 GY0520
 GY0520;                    North         East    Units  Estimated Accuracy
 GY0520;SPC KY1Z     - 1,138,190.    1,817,610.      MT  (+/- 180 meters Scaled)
 GY0520
 GY0520                          SUPERSEDED SURVEY CONTROL
 GY0520
 GY0520  NGVD 29 (??/??/92)  255.024  (m)          836.69   (f) ADJ UNCH    2 0
 GY0520
 GY0520.Superseded values are not recommended for survey control.
 GY0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0520.See file dsdata.txt to determine how the superseded data were derived.
 GY0520
 GY0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB978535(NAD 83)
 GY0520_MARKER: DB = BENCH MARK DISK
 GY0520_SETTING: 66 = SET IN ROCK OUTCROP
 GY0520_SP_SET: ROCK LEDGE
 GY0520_STAMPING: D 271 1952 836.691
 GY0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0520+STABILITY: POSITION/ELEVATION WELL
 GY0520
 GY0520  HISTORY     - Date     Condition        Report By
 GY0520  HISTORY     - 1952     MONUMENTED       CGS
 GY0520  HISTORY     - 1956     GOOD             NGS
 GY0520
 GY0520                          STATION DESCRIPTION
 GY0520
 GY0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0520'0.7 MI N FROM PHELPS.
 GY0520'0.7 MILE NORTH ALONG STATE HIGHWAY 194 FROM THE JUNCTION OF STATE
 GY0520'HIGHWAY 199 AT PHELPS, SET IN THE TOP OF A LEDGE AT THE NORTHWEST
 GY0520'END OF A ROCK CUT, 23.5 FEET NORTHEAST OF CENTER LINE OF HIGHWAY,
 GY0520'121 FEET EAST AND ACROSS HIGHWAY FROM THE NORTHEAST END OF A
 GY0520'FOOT BRIDGE SOUTHWEST ACROSS PETER CREEK TO HOUSE, 16.8 FEET EAST
 GY0520'SOUTHEAST OF SOUTHEAST END OF NORTHEAST STONE HEAD WALL OF A
 GY0520'24-INCH PIPE CULVERT, 12 FEET SOUTHEAST OF CENTER OF A RAVINE, 3
 GY0520'FEET NORTHWEST AND ABOUT 1 FOOT BELOW A 12-INCH TRIANGLE CHISELED
 GY0520'IN FACE OF LEDGE AND ABOUT 2.5 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1621 ***********************************************************************
 GA1621  DESIGNATION -  D 272
 GA1621  PID         -  GA1621
 GA1621  STATE/COUNTY-  KY/BELL
 GA1621  USGS QUAD   -  HELTON (1983)
 GA1621
 GA1621                         *CURRENT SURVEY CONTROL
 GA1621  ___________________________________________________________________
 GA1621* NAD 83(1986)-  36 54 58.     (N)    083 29 52.     (W)     SCALED    
 GA1621* NAVD 88     -       508.050  (meters)    1666.83   (feet)  ADJUSTED  
 GA1621  ___________________________________________________________________
 GA1621  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA1621  DYNAMIC HT  -         507.623 (meters)    1665.43  (feet)  COMP
 GA1621  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 GA1621
 GA1621  VERT ORDER  -  SECOND    CLASS 0
 GA1621
 GA1621.The horizontal coordinates were scaled from a topographic map and have
 GA1621.an estimated accuracy of +/- 6 seconds.
 GA1621
 GA1621.The orthometric height was determined by differential leveling
 GA1621.and adjusted by the National Geodetic Survey in June 1991..
 GA1621
 GA1621.The geoid height was determined by GEOID03.
 GA1621
 GA1621.The dynamic height is computed by dividing the NAVD 88
 GA1621.geopotential number by the normal gravity value computed on the
 GA1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1621.degrees latitude (g = 980.6199 gals.).
 GA1621
 GA1621.The modeled gravity was interpolated from observed gravity values.
 GA1621
 GA1621;                    North         East    Units  Estimated Accuracy
 GA1621;SPC KY1Z     - 1,067,100.    1,700,680.      MT  (+/- 180 meters Scaled)
 GA1621
 GA1621                          SUPERSEDED SURVEY CONTROL
 GA1621
 GA1621  NGVD 29 (??/??/92)  508.199  (m)         1667.32   (f) ADJ UNCH    2 0
 GA1621
 GA1621.Superseded values are not recommended for survey control.
 GA1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1621.See file dsdata.txt to determine how the superseded data were derived.
 GA1621
 GA1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA774884(NAD 83)
 GA1621_MARKER: DB = BENCH MARK DISK
 GA1621_SETTING: 66 = SET IN ROCK OUTCROP
 GA1621_SP_SET: OUTCROP
 GA1621_STAMPING: D 272 1952 1667.316
 GA1621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1621+STABILITY: POSITION/ELEVATION WELL
 GA1621
 GA1621  HISTORY     - Date     Condition        Report By
 GA1621  HISTORY     - 1952     MONUMENTED       CGS
 GA1621  HISTORY     - 1957     GOOD             NGS
 GA1621
 GA1621                          STATION DESCRIPTION
 GA1621
 GA1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1621'2.4 MI SW FROM BEVERLY.
 GA1621'ABOUT 2.35 MILES SOUTHEAST ALONG A ROUGH ROCKY ROAD LEADING TO
 GA1621'SAYLOR FROM THE RED BIRD MISSION HIGH SCHOOL AND CHURCH AT
 GA1621'BEVERLY, ABOUT 0.7 MILE NORTHWEST OF BELL-LESLIE COUNTY LINE, AT
 GA1621'THE JUNCTION OF A DRIVE EAST TO A CULTIVATED FIELD, ON THE
 GA1621'OUTSIDE OF A SHORT CURVE WITH TANGENTS EXTENDING SOUTH AND WEST,
 GA1621'IN THE TOP OF THE WEST END OF A SLOPING OUTCROP OF ROCK, 42 FEET
 GA1621'EAST OF CENTER LINE OF SOUTH TANGENT OF ROAD, 21 FEET SOUTH OF
 GA1621'CENTER LINE OF DRIVE EAST TO FIELD AND ABOUT 3 FEET ABOVE LEVEL
 GA1621'OF ROAD.
 GA1621
 GA1621                          STATION RECOVERY (1957)
 GA1621
 GA1621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2668 ***********************************************************************
 GA2668  DESIGNATION -  D 273
 GA2668  PID         -  GA2668
 GA2668  STATE/COUNTY-  KY/BELL
 GA2668  USGS QUAD   -  BALKAN (1974)
 GA2668
 GA2668                         *CURRENT SURVEY CONTROL
 GA2668  ___________________________________________________________________
 GA2668* NAD 83(1986)-  36 45 23.     (N)    083 35 33.     (W)     SCALED    
 GA2668* NAVD 88     -       325.147  (meters)    1066.75   (feet)  ADJUSTED  
 GA2668  ___________________________________________________________________
 GA2668  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GA2668  DYNAMIC HT  -         324.867 (meters)    1065.83  (feet)  COMP
 GA2668  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 GA2668
 GA2668  VERT ORDER  -  SECOND    CLASS 0
 GA2668
 GA2668.The horizontal coordinates were scaled from a topographic map and have
 GA2668.an estimated accuracy of +/- 6 seconds.
 GA2668
 GA2668.The orthometric height was determined by differential leveling
 GA2668.and adjusted by the National Geodetic Survey in June 1991..
 GA2668
 GA2668.The geoid height was determined by GEOID03.
 GA2668
 GA2668.The dynamic height is computed by dividing the NAVD 88
 GA2668.geopotential number by the normal gravity value computed on the
 GA2668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2668.degrees latitude (g = 980.6199 gals.).
 GA2668
 GA2668.The modeled gravity was interpolated from observed gravity values.
 GA2668
 GA2668;                    North         East    Units  Estimated Accuracy
 GA2668;SPC KY1Z     - 1,049,180.    1,692,660.      MT  (+/- 180 meters Scaled)
 GA2668
 GA2668                          SUPERSEDED SURVEY CONTROL
 GA2668
 GA2668  NGVD 29 (??/??/92)  325.298  (m)         1067.25   (f) ADJ UNCH    2 0
 GA2668
 GA2668.Superseded values are not recommended for survey control.
 GA2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2668.See file dsdata.txt to determine how the superseded data were derived.
 GA2668
 GA2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA685709(NAD 83)
 GA2668_MARKER: DB = BENCH MARK DISK
 GA2668_SETTING: 66 = SET IN ROCK OUTCROP
 GA2668_SP_SET: ROCK CUT
 GA2668_STAMPING: D 273 1952 1067.249
 GA2668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2668+STABILITY: POSITION/ELEVATION WELL
 GA2668
 GA2668  HISTORY     - Date     Condition        Report By
 GA2668  HISTORY     - 1952     MONUMENTED       CGS
 GA2668  HISTORY     - 1957     POOR             NGS
 GA2668
 GA2668                          STATION DESCRIPTION
 GA2668
 GA2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA2668'0.9 MI SW FROM MIRACLE.
 GA2668'ABOUT 0.9 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GA2668'RAILROAD FROM THE ROAD CROSSING AND ROAD BRIDGE OVER CUMBERLAND
 GA2668'RIVER AT MIRACLE, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 GA2668'EXTENDING NORTHEAST AND SOUTHEAST, WEST AND ACROSS RIVER FROM
 GA2668'A SAW MILL SITE, SET VERTICALLY IN THE EAST FACE OF A LONG ROCK
 GA2668'CUT, 10 FEET WEST OF WEST RAIL OF WEST TRACK, ABOUT 2 1/2 FEET
 GA2668'ABOVE GROUND AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 GA2668
 GA2668                          STATION RECOVERY (1957)
 GA2668
 GA2668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2668'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1594 ***********************************************************************
 GA1594  DESIGNATION -  D 274
 GA1594  PID         -  GA1594
 GA1594  STATE/COUNTY-  KY/HARLAN
 GA1594  USGS QUAD   -  EWING (1978)
 GA1594
 GA1594                         *CURRENT SURVEY CONTROL
 GA1594  ___________________________________________________________________
 GA1594* NAD 83(1986)-  36 42 42.     (N)    083 26 03.     (W)     SCALED    
 GA1594* NAVD 88     -       777.910  (meters)    2552.19   (feet)  ADJUSTED  
 GA1594  ___________________________________________________________________
 GA1594  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GA1594  DYNAMIC HT  -         777.223 (meters)    2549.94  (feet)  COMP
 GA1594  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 GA1594
 GA1594  VERT ORDER  -  SECOND    CLASS 0
 GA1594
 GA1594.The horizontal coordinates were scaled from a topographic map and have
 GA1594.an estimated accuracy of +/- 6 seconds.
 GA1594
 GA1594.The orthometric height was determined by differential leveling
 GA1594.and adjusted by the National Geodetic Survey in June 1991..
 GA1594
 GA1594.The geoid height was determined by GEOID03.
 GA1594
 GA1594.The dynamic height is computed by dividing the NAVD 88
 GA1594.geopotential number by the normal gravity value computed on the
 GA1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1594.degrees latitude (g = 980.6199 gals.).
 GA1594
 GA1594.The modeled gravity was interpolated from observed gravity values.
 GA1594
 GA1594;                    North         East    Units  Estimated Accuracy
 GA1594;SPC KY1Z     - 1,044,560.    1,706,910.      MT  (+/- 180 meters Scaled)
 GA1594
 GA1594                          SUPERSEDED SURVEY CONTROL
 GA1594
 GA1594  NGVD 29 (??/??/92)  778.058  (m)         2552.68   (f) ADJ UNCH    2 0
 GA1594
 GA1594.Superseded values are not recommended for survey control.
 GA1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1594.See file dsdata.txt to determine how the superseded data were derived.
 GA1594
 GA1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA825656(NAD 83)
 GA1594_MARKER: DB = BENCH MARK DISK
 GA1594_SETTING: 66 = SET IN ROCK OUTCROP
 GA1594_SP_SET: OUTCROP
 GA1594_STAMPING: D 274 1952
 GA1594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1594+STABILITY: POSITION/ELEVATION WELL
 GA1594
 GA1594  HISTORY     - Date     Condition        Report By
 GA1594  HISTORY     - 1952     MONUMENTED       CGS
 GA1594  HISTORY     - 1957     MARK NOT FOUND   NGS
 GA1594
 GA1594                          STATION DESCRIPTION
 GA1594
 GA1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1594'6.6 MI S FROM ALVA.
 GA1594'ABOUT 3.05 MILES SOUTHEAST ALONG A GRAVEL AND DIRT ROAD FROM THE
 GA1594'FIRST BAPTIST CHURCH AT ALVA, THENCE ABOUT 3.6 MILES WEST ALONG A
 GA1594'MOUNTAIN ROAD, ABOUT 0.7 MILE WEST OF A SIDE ROAD NORTHEAST,
 GA1594'ON THE OUTSIDE AND AT SOUTH END OF A CURVE WITH TANGENTS EXTENDING
 GA1594'SOUTH AND WEST, ON THE NORTH SIDE OF A SMALL RAVINE, SET VERTICALLY
 GA1594'IN THE WEST FACE OF AN OUTCROP OF ROCK IN MOUNTAIN SIDE, 13
 GA1594'FEET EAST OF CENTER LINE OF ROAD, 1 1/2 FEET ABOVE GROUND AND
 GA1594'ABOUT 5 FEET ABOVE LEVEL OF ROAD.
 GA1594
 GA1594                          STATION RECOVERY (1957)
 GA1594
 GA1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1629 ***********************************************************************
 GA1629  DESIGNATION -  D 275
 GA1629  PID         -  GA1629
 GA1629  STATE/COUNTY-  KY/HARLAN
 GA1629  USGS QUAD   -  BLEDSOE (1980)
 GA1629
 GA1629                         *CURRENT SURVEY CONTROL
 GA1629  ___________________________________________________________________
 GA1629* NAD 83(1986)-  36 53 23.     (N)    083 18 42.     (W)     SCALED    
 GA1629* NAVD 88     -       690.260  (meters)    2264.63   (feet)  ADJUSTED  
 GA1629  ___________________________________________________________________
 GA1629  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1629  DYNAMIC HT  -         689.673 (meters)    2262.70  (feet)  COMP
 GA1629  MODELED GRAV-     979,756.2   (mgal)                       NAVD 88
 GA1629
 GA1629  VERT ORDER  -  SECOND    CLASS 0
 GA1629
 GA1629.The horizontal coordinates were scaled from a topographic map and have
 GA1629.an estimated accuracy of +/- 6 seconds.
 GA1629
 GA1629.The orthometric height was determined by differential leveling
 GA1629.and adjusted by the National Geodetic Survey in June 1991..
 GA1629
 GA1629.The geoid height was determined by GEOID03.
 GA1629
 GA1629.The dynamic height is computed by dividing the NAVD 88
 GA1629.geopotential number by the normal gravity value computed on the
 GA1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1629.degrees latitude (g = 980.6199 gals.).
 GA1629
 GA1629.The modeled gravity was interpolated from observed gravity values.
 GA1629
 GA1629;                    North         East    Units  Estimated Accuracy
 GA1629;SPC KY1Z     - 1,064,590.    1,717,340.      MT  (+/- 180 meters Scaled)
 GA1629
 GA1629                          SUPERSEDED SURVEY CONTROL
 GA1629
 GA1629  NGVD 29 (??/??/92)  690.413  (m)         2265.13   (f) ADJ UNCH    2 0
 GA1629
 GA1629.Superseded values are not recommended for survey control.
 GA1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1629.See file dsdata.txt to determine how the superseded data were derived.
 GA1629
 GA1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA940851(NAD 83)
 GA1629_MARKER: DB = BENCH MARK DISK
 GA1629_SETTING: 66 = SET IN ROCK OUTCROP
 GA1629_SP_SET: OUTCROP
 GA1629_STAMPING: D 275 1952 2265.130
 GA1629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1629+STABILITY: POSITION/ELEVATION WELL
 GA1629
 GA1629  HISTORY     - Date     Condition        Report By
 GA1629  HISTORY     - 1952     MONUMENTED       CGS
 GA1629  HISTORY     - 1956     GOOD             NGS
 GA1629
 GA1629                          STATION DESCRIPTION
 GA1629
 GA1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1629'3 MI N FROM BAXTER.
 GA1629'ABOUT 2.95 MILES NORTH ALONG U.S. HIGHWAY 421 FROM THE CROSSING
 GA1629'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT BAXTER, ON THE SOUTH
 GA1629'SLOPE OF A MOUNTAIN, ABOUT 1.05 MILES SOUTHEAST OF THE TOP OF
 GA1629'MOUNTAIN, ABOUT 100 YARDS SOUTHEAST OF A TALL ROCK CLIFF THAT
 GA1629'OVERHANGS THE HIGHWAY, ABOUT 15 YARDS NORTHWEST OF NORTHWEST END
 GA1629'OF A THROUGH ROCK CUT, IN THE TOP OF A LARGE BOULDER LIKE OUTCROP
 GA1629'OF ROCK, AT THE JUNCTION OF A DIM ROAD SOUTH, 24 FEET SOUTHWEST
 GA1629'OF CENTER LINE OF HIGHWAY, 70 FEET EAST OF CENTER LINE OF DIM ROAD
 GA1629'SOUTH AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
 GA1629
 GA1629                          STATION RECOVERY (1956)
 GA1629
 GA1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1677 ***********************************************************************
 GA1677  DESIGNATION -  D 277
 GA1677  PID         -  GA1677
 GA1677  STATE/COUNTY-  KY/LESLIE
 GA1677  USGS QUAD   -  BLEDSOE (1980)
 GA1677
 GA1677                         *CURRENT SURVEY CONTROL
 GA1677  ___________________________________________________________________
 GA1677* NAD 83(1986)-  36 59 22.     (N)    083 18 39.     (W)     SCALED    
 GA1677* NAVD 88     -       338.020  (meters)    1108.99   (feet)  ADJUSTED  
 GA1677  ___________________________________________________________________
 GA1677  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA1677  DYNAMIC HT  -         337.734 (meters)    1108.05  (feet)  COMP
 GA1677  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 GA1677
 GA1677  VERT ORDER  -  SECOND    CLASS 0
 GA1677
 GA1677.The horizontal coordinates were scaled from a topographic map and have
 GA1677.an estimated accuracy of +/- 6 seconds.
 GA1677
 GA1677.The orthometric height was determined by differential leveling
 GA1677.and adjusted by the National Geodetic Survey in June 1991..
 GA1677
 GA1677.The geoid height was determined by GEOID03.
 GA1677
 GA1677.The dynamic height is computed by dividing the NAVD 88
 GA1677.geopotential number by the normal gravity value computed on the
 GA1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1677.degrees latitude (g = 980.6199 gals.).
 GA1677
 GA1677.The modeled gravity was interpolated from observed gravity values.
 GA1677
 GA1677;                    North         East    Units  Estimated Accuracy
 GA1677;SPC KY1Z     - 1,075,660.    1,717,130.      MT  (+/- 180 meters Scaled)
 GA1677
 GA1677                          SUPERSEDED SURVEY CONTROL
 GA1677
 GA1677  NGVD 29 (??/??/92)  338.170  (m)         1109.48   (f) ADJ UNCH    2 0
 GA1677
 GA1677.Superseded values are not recommended for survey control.
 GA1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1677.See file dsdata.txt to determine how the superseded data were derived.
 GA1677
 GA1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA943961(NAD 83)
 GA1677_MARKER: DB = BENCH MARK DISK
 GA1677_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA1677_STAMPING: D 277 1952 1109.479
 GA1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1677
 GA1677  HISTORY     - Date     Condition        Report By
 GA1677  HISTORY     - 1952     MONUMENTED       CGS
 GA1677  HISTORY     - 1956     POOR             NGS
 GA1677  HISTORY     - 1985     GOOD             LOCENG
 GA1677
 GA1677                          STATION DESCRIPTION
 GA1677
 GA1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1677'2.9 MI NW FROM NAPIER.
 GA1677'ABOUT 2.9 MILES NORTHWEST ALONG GREASY CREEK ROAD FROM THE POST
 GA1677'OFFICE AT NAPIER, ABOUT 1.0 MILE EAST OF CONFLUENCE OF GREASY
 GA1677'CREEK AND WHITE OAK CREEK, ABOUT 0.1 MILE SOUTHEAST OF A CHURCH,
 GA1677'SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK DIRECTLY UNDER AN
 GA1677'OVERHANGING ROCK LEDGE, 15 FEET NORTHEAST OF CENTER LINE OF ROAD,
 GA1677'ABOUT 2 FEET ABOVE GROUND AND ABOUT 2 1/2 FEET ABOVE LEVEL OF
 GA1677'ROAD.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT CHAPPELL
 GA1677'BY GOING ABOUT 3.55 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 GA1677'ABOUT 1.6 MILES NORTHEAST AND EAST ALONG A DIRT ROAD FOLLOWING
 GA1677'GREASY CREEK.
 GA1677
 GA1677                          STATION RECOVERY (1956)
 GA1677
 GA1677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1677'MARK RECOVERED IN POOR CONDITION.
 GA1677
 GA1677                          STATION RECOVERY (1985)
 GA1677
 GA1677'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985
 GA1677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1102 ***********************************************************************
 GY1102  DESIGNATION -  D 278
 GY1102  PID         -  GY1102
 GY1102  STATE/COUNTY-  KY/FLOYD
 GY1102  USGS QUAD   -  MC DOWELL (1992)
 GY1102
 GY1102                         *CURRENT SURVEY CONTROL
 GY1102  ___________________________________________________________________
 GY1102* NAD 83(1986)-  37 24 25.     (N)    082 39 10.     (W)     SCALED    
 GY1102* NAVD 88     -       283.921  (meters)     931.50   (feet)  ADJUSTED  
 GY1102  ___________________________________________________________________
 GY1102  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GY1102  DYNAMIC HT  -         283.695 (meters)     930.76  (feet)  COMP
 GY1102  MODELED GRAV-     979,826.7   (mgal)                       NAVD 88
 GY1102
 GY1102  VERT ORDER  -  SECOND    CLASS 0
 GY1102
 GY1102.The horizontal coordinates were scaled from a topographic map and have
 GY1102.an estimated accuracy of +/- 6 seconds.
 GY1102
 GY1102.The orthometric height was determined by differential leveling
 GY1102.and adjusted by the National Geodetic Survey in June 1991..
 GY1102
 GY1102.The geoid height was determined by GEOID03.
 GY1102
 GY1102.The dynamic height is computed by dividing the NAVD 88
 GY1102.geopotential number by the normal gravity value computed on the
 GY1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1102.degrees latitude (g = 980.6199 gals.).
 GY1102
 GY1102.The modeled gravity was interpolated from observed gravity values.
 GY1102
 GY1102;                    North         East    Units  Estimated Accuracy
 GY1102;SPC KY1Z     - 1,123,700.    1,774,150.      MT  (+/- 180 meters Scaled)
 GY1102
 GY1102                          SUPERSEDED SURVEY CONTROL
 GY1102
 GY1102  NGVD 29 (??/??/92)  284.100  (m)          932.08   (f) ADJ UNCH    2 0
 GY1102
 GY1102.Superseded values are not recommended for survey control.
 GY1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1102.See file dsdata.txt to determine how the superseded data were derived.
 GY1102
 GY1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB537412(NAD 83)
 GY1102_MARKER: DB = BENCH MARK DISK
 GY1102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1102_SP_SET: CULVERT
 GY1102_STAMPING: D 278 1953 932.085
 GY1102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1102+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 GY1102
 GY1102  HISTORY     - Date     Condition        Report By
 GY1102  HISTORY     - 1953     MONUMENTED       CGS
 GY1102  HISTORY     - 1956     GOOD             NGS
 GY1102  HISTORY     - 20040330 GOOD             KYDT
 GY1102
 GY1102                          STATION DESCRIPTION
 GY1102
 GY1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1102'1 MI N FROM BEAVER.
 GY1102'1.0 MILE NORTH ALONG STATE HIGHWAY 979 FROM THE SCHOOL AT BEAVER,
 GY1102'0.75 MILE NORTH OF JUNCTION OF A ROAD SOUTHEAST INTO TACKETT FORK,
 GY1102'SET IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF AN 8-FOOT
 GY1102'SKEW CONCRETE BOX CULVERT FOR MITCHELL BRANCH, 15 FEET WEST OF
 GY1102'CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 GY1102
 GY1102                          STATION RECOVERY (2004)
 GY1102
 GY1102'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1102'MARK IS 0.5 FOOT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1149 ***********************************************************************
 GY1149  DESIGNATION -  D 279
 GY1149  PID         -  GY1149
 GY1149  STATE/COUNTY-  KY/PIKE
 GY1149  USGS QUAD   -  WHEELWRIGHT (1992)
 GY1149
 GY1149                         *CURRENT SURVEY CONTROL
 GY1149  ___________________________________________________________________
 GY1149* NAD 83(1986)-  37 15 18.     (N)    082 40 08.     (W)     SCALED    
 GY1149* NAVD 88     -       358.422  (meters)    1175.92   (feet)  ADJUSTED  
 GY1149  ___________________________________________________________________
 GY1149  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GY1149  DYNAMIC HT  -         358.125 (meters)    1174.95  (feet)  COMP
 GY1149  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 GY1149
 GY1149  VERT ORDER  -  SECOND    CLASS 0
 GY1149
 GY1149.The horizontal coordinates were scaled from a topographic map and have
 GY1149.an estimated accuracy of +/- 6 seconds.
 GY1149
 GY1149.The orthometric height was determined by differential leveling
 GY1149.and adjusted by the National Geodetic Survey in June 1991..
 GY1149
 GY1149.The geoid height was determined by GEOID03.
 GY1149
 GY1149.The dynamic height is computed by dividing the NAVD 88
 GY1149.geopotential number by the normal gravity value computed on the
 GY1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1149.degrees latitude (g = 980.6199 gals.).
 GY1149
 GY1149.The modeled gravity was interpolated from observed gravity values.
 GY1149
 GY1149;                    North         East    Units  Estimated Accuracy
 GY1149;SPC KY1Z     - 1,106,800.    1,773,280.      MT  (+/- 180 meters Scaled)
 GY1149
 GY1149                          SUPERSEDED SURVEY CONTROL
 GY1149
 GY1149  NGVD 29 (??/??/92)  358.581  (m)         1176.44   (f) ADJ UNCH    2 0
 GY1149
 GY1149.Superseded values are not recommended for survey control.
 GY1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1149.See file dsdata.txt to determine how the superseded data were derived.
 GY1149
 GY1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB520244(NAD 83)
 GY1149_MARKER: DB = BENCH MARK DISK
 GY1149_SETTING: 66 = SET IN ROCK OUTCROP
 GY1149_SP_SET: ROCK CLIFF
 GY1149_STAMPING: D 316 1953 1176.444
 GY1149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1149+STABILITY: POSITION/ELEVATION WELL
 GY1149
 GY1149  HISTORY     - Date     Condition        Report By
 GY1149  HISTORY     - 1953     MONUMENTED       CGS
 GY1149  HISTORY     - 1956     GOOD             NGS
 GY1149
 GY1149                          STATION DESCRIPTION
 GY1149
 GY1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1149'0.5 MI NE FROM ETTY.
 GY1149'0.5 MILE NORTHEAST ALONG A ROAD FOLLOWING LEFT FORK OF LONG FORK
 GY1149'FROM SCHOOL AT ETTY, 0.6 MILE NORTHEAST OF POST OFFICE AND STORE
 GY1149'AT ETTY, 202 FEET WEST OF CONFLUENCE OF A BRANCH FROM THE SOUTH,
 GY1149'SET VERTICALLY IN THE SOUTH FACE OF A LAYERED ROCK CLIFF, 28
 GY1149'FEET NORTH OF CENTER OF ROAD, 19 FEET NORTH OF CENTER OF CREEK,
 GY1149'ABOUT 3 1/2 FEET ABOVE LEVEL OF CREEK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2691 ***********************************************************************
 GY2691  DESIGNATION -  D 280
 GY2691  PID         -  GY2691
 GY2691  STATE/COUNTY-  KY/CLAY
 GY2691  USGS QUAD   -  OGLE (1979)
 GY2691
 GY2691                         *CURRENT SURVEY CONTROL
 GY2691  ___________________________________________________________________
 GY2691* NAD 83(1986)-  37 01 36.     (N)    083 39 32.     (W)     SCALED    
 GY2691* NAVD 88     -       289.615  (meters)     950.18   (feet)  ADJUSTED  
 GY2691  ___________________________________________________________________
 GY2691  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GY2691  DYNAMIC HT  -         289.379 (meters)     949.40  (feet)  COMP
 GY2691  MODELED GRAV-     979,809.3   (mgal)                       NAVD 88
 GY2691
 GY2691  VERT ORDER  -  SECOND    CLASS 0
 GY2691
 GY2691.The horizontal coordinates were scaled from a topographic map and have
 GY2691.an estimated accuracy of +/- 6 seconds.
 GY2691
 GY2691.The orthometric height was determined by differential leveling
 GY2691.and adjusted by the National Geodetic Survey in June 1991..
 GY2691
 GY2691.The geoid height was determined by GEOID03.
 GY2691
 GY2691.The dynamic height is computed by dividing the NAVD 88
 GY2691.geopotential number by the normal gravity value computed on the
 GY2691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2691.degrees latitude (g = 980.6199 gals.).
 GY2691
 GY2691.The modeled gravity was interpolated from observed gravity values.
 GY2691
 GY2691;                    North         East    Units  Estimated Accuracy
 GY2691;SPC KY1Z     - 1,079,040.    1,686,060.      MT  (+/- 180 meters Scaled)
 GY2691
 GY2691                          SUPERSEDED SURVEY CONTROL
 GY2691
 GY2691  NGVD 29 (??/??/92)  289.771  (m)          950.69   (f) ADJ UNCH    2 0
 GY2691
 GY2691.Superseded values are not recommended for survey control.
 GY2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2691.See file dsdata.txt to determine how the superseded data were derived.
 GY2691
 GY2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB634011(NAD 83)
 GY2691_MARKER: DB = BENCH MARK DISK
 GY2691_SETTING: 66 = SET IN ROCK OUTCROP
 GY2691_SP_SET: ROCK LEDGE
 GY2691_STAMPING: D 280 1952 950.690
 GY2691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2691+STABILITY: POSITION/ELEVATION WELL
 GY2691
 GY2691  HISTORY     - Date     Condition        Report By
 GY2691  HISTORY     - 1952     MONUMENTED       CGS
 GY2691  HISTORY     - 1957     GOOD             NGS
 GY2691  HISTORY     - 20020329 MARK NOT FOUND   KYDT
 GY2691
 GY2691                          STATION DESCRIPTION
 GY2691
 GY2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2691'0.5 MI N FROM BRIGHTSHADE.
 GY2691'ABOUT 0.5 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY2691'AT BRIGHTSHADE, AT THE RESIDENCE OF ANDY HUBBARD, IN THE TOP OF
 GY2691'AN OUTCROPPING LEDGE, 39 FEET EAST OF CENTER LINE OF ROAD, 54
 GY2691'FEET NORTH OF NORTHWEST CORNER OF HOUSE, 23 FEET NORTHEAST OF
 GY2691'A FENCE CORNER, 1 1/2 FEET NORTHWEST OF A FENCE LINE AND ABOUT
 GY2691'4 FEET ABOVE LEVEL OF ROAD.
 GY2691
 GY2691                          STATION RECOVERY (1957)
 GY2691
 GY2691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2691'RECOVERED IN GOOD CONDITION.
 GY2691
 GY2691                          STATION RECOVERY (2002)
 GY2691
 GY2691'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2716 ***********************************************************************
 GY2716  DESIGNATION -  D 281
 GY2716  PID         -  GY2716
 GY2716  STATE/COUNTY-  KY/CLAY
 GY2716  USGS QUAD   -  CREEKVILLE (1979)
 GY2716
 GY2716                         *CURRENT SURVEY CONTROL
 GY2716  ___________________________________________________________________
 GY2716* NAD 83(1986)-  37 06 25.     (N)    083 33 09.     (W)     SCALED    
 GY2716* NAVD 88     -       277.214  (meters)     909.49   (feet)  ADJUSTED  
 GY2716  ___________________________________________________________________
 GY2716  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GY2716  DYNAMIC HT  -         276.989 (meters)     908.75  (feet)  COMP
 GY2716  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 GY2716
 GY2716  VERT ORDER  -  SECOND    CLASS 0
 GY2716
 GY2716.The horizontal coordinates were scaled from a topographic map and have
 GY2716.an estimated accuracy of +/- 6 seconds.
 GY2716
 GY2716.The orthometric height was determined by differential leveling
 GY2716.and adjusted by the National Geodetic Survey in June 1991..
 GY2716
 GY2716.The geoid height was determined by GEOID03.
 GY2716
 GY2716.The dynamic height is computed by dividing the NAVD 88
 GY2716.geopotential number by the normal gravity value computed on the
 GY2716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2716.degrees latitude (g = 980.6199 gals.).
 GY2716
 GY2716.The modeled gravity was interpolated from observed gravity values.
 GY2716
 GY2716;                    North         East    Units  Estimated Accuracy
 GY2716;SPC KY1Z     - 1,088,160.    1,695,310.      MT  (+/- 180 meters Scaled)
 GY2716
 GY2716                          SUPERSEDED SURVEY CONTROL
 GY2716
 GY2716  NGVD 29 (??/??/92)  277.372  (m)          910.01   (f) ADJ UNCH    2 0
 GY2716
 GY2716.Superseded values are not recommended for survey control.
 GY2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2716.See file dsdata.txt to determine how the superseded data were derived.
 GY2716
 GY2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB731097(NAD 83)
 GY2716_MARKER: DB = BENCH MARK DISK
 GY2716_SETTING: 66 = SET IN ROCK OUTCROP
 GY2716_SP_SET: ROCK LEDGE
 GY2716_STAMPING: D 281 1952 910.011
 GY2716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2716+STABILITY: POSITION/ELEVATION WELL
 GY2716
 GY2716  HISTORY     - Date     Condition        Report By
 GY2716  HISTORY     - 1952     MONUMENTED       CGS
 GY2716  HISTORY     - 1957     GOOD             NGS
 GY2716
 GY2716                          STATION DESCRIPTION
 GY2716
 GY2716'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2716'2.6 MI N FROM CREEKVILLE.
 GY2716'ABOUT 2.55 MILES NORTH ALONG RED BIRD RIVER ROAD FROM FLAT CREEK
 GY2716'CHURCH OF BRETHREN MISSION AT CREEKVILLE, ABOUT 1.05 MILES SOUTH
 GY2716'OF SUGAR CREEK SCHOOL, ABOUT 0.95 MILE NORTH OF GILBERTS CREEK
 GY2716'SCHOOL, ABOUT 0.1 MILE NORTH OF A SMALL CEMETERY, SET VERTICALLY IN
 GY2716'THE FACE OF A ROCK LEDGE, 15 FEET EAST OF CENTER LINE OF ROAD,
 GY2716'40 FEET SOUTHEAST AND ACROSS ROAD FROM A LONE 10-INCH WALNUT TREE
 GY2716'IN A FENCE LINE, 70 FEET NORTH-NORTHEAST OF A 12-INCH WALNUT TREE
 GY2716'IN A FENCE LINE AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 GY2716
 GY2716                          STATION RECOVERY (1957)
 GY2716
 GY2716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1745 ***********************************************************************
 GY1745  DESIGNATION -  D 282
 GY1745  PID         -  GY1745
 GY1745  STATE/COUNTY-  KY/JOHNSON
 GY1745  USGS QUAD   -  OIL SPRINGS (1992)
 GY1745
 GY1745                         *CURRENT SURVEY CONTROL
 GY1745  ___________________________________________________________________
 GY1745* NAD 83(1986)-  37 48 04.     (N)    082 56 56.     (W)     SCALED    
 GY1745* NAVD 88     -       260.142  (meters)     853.48   (feet)  ADJUSTED  
 GY1745  ___________________________________________________________________
 GY1745  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GY1745  DYNAMIC HT  -         259.944 (meters)     852.83  (feet)  COMP
 GY1745  MODELED GRAV-     979,864.8   (mgal)                       NAVD 88
 GY1745
 GY1745  VERT ORDER  -  SECOND    CLASS 0
 GY1745
 GY1745.The horizontal coordinates were scaled from a topographic map and have
 GY1745.an estimated accuracy of +/- 6 seconds.
 GY1745
 GY1745.The orthometric height was determined by differential leveling
 GY1745.and adjusted by the National Geodetic Survey in June 1991..
 GY1745
 GY1745.The geoid height was determined by GEOID03.
 GY1745
 GY1745.The dynamic height is computed by dividing the NAVD 88
 GY1745.geopotential number by the normal gravity value computed on the
 GY1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1745.degrees latitude (g = 980.6199 gals.).
 GY1745
 GY1745.The modeled gravity was interpolated from observed gravity values.
 GY1745
 GY1745;                    North         East    Units  Estimated Accuracy
 GY1745;SPC KY1Z     - 1,166,600.    1,746,630.      MT  (+/- 180 meters Scaled)
 GY1745
 GY1745                          SUPERSEDED SURVEY CONTROL
 GY1745
 GY1745  NGVD 29 (??/??/92)  260.34   (m)          854.1    (f) COMPUTED    2 0
 GY1745
 GY1745.Superseded values are not recommended for survey control.
 GY1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1745.See file dsdata.txt to determine how the superseded data were derived.
 GY1745
 GY1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB284855(NAD 83)
 GY1745_MARKER: DB = BENCH MARK DISK
 GY1745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1745_SP_SET: CULVERT
 GY1745_STAMPING: D 282 1952 854.109
 GY1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1745+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1997
 GY1745
 GY1745  HISTORY     - Date     Condition        Report By
 GY1745  HISTORY     - 1952     MONUMENTED       CGS
 GY1745  HISTORY     - 1955     GOOD             NGS
 GY1745  HISTORY     - 19970616 GOOD             KYDT
 GY1745
 GY1745                          STATION DESCRIPTION
 GY1745
 GY1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1745'0.4 MI S FROM OIL SPRINGS.
 GY1745'0.35 MILE SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 GY1745'HIGHWAY 460 AND POST OFFICE AT OIL SPRINGS, SET IN THE TOP OF
 GY1745'THE NORTH END OF EAST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT,
 GY1745'10 FEET EAST OF THE CENTER OF ROAD, 23 FEET SOUTH OF THE CENTER
 GY1745'OF DIM ROAD NORTHWEST AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 GY1745
 GY1745                          STATION RECOVERY (1997)
 GY1745
 GY1745'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1487 ***********************************************************************
 GY1487  DESIGNATION -  D 284
 GY1487  PID         -  GY1487
 GY1487  STATE/COUNTY-  KY/FLOYD
 GY1487  USGS QUAD   -  PRESTONSBURG (1992)
 GY1487
 GY1487                         *CURRENT SURVEY CONTROL
 GY1487  ___________________________________________________________________
 GY1487* NAD 83(1986)-  37 38 34.     (N)    082 51 11.     (W)     SCALED    
 GY1487* NAVD 88     -       204.511  (meters)     670.97   (feet)  ADJUSTED  
 GY1487  ___________________________________________________________________
 GY1487  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GY1487  DYNAMIC HT  -         204.355 (meters)     670.45  (feet)  COMP
 GY1487  MODELED GRAV-     979,861.0   (mgal)                       NAVD 88
 GY1487
 GY1487  VERT ORDER  -  SECOND    CLASS 0
 GY1487
 GY1487.The horizontal coordinates were scaled from a topographic map and have
 GY1487.an estimated accuracy of +/- 6 seconds.
 GY1487
 GY1487.The orthometric height was determined by differential leveling
 GY1487.and adjusted by the National Geodetic Survey in June 1991..
 GY1487
 GY1487.The geoid height was determined by GEOID03.
 GY1487
 GY1487.The dynamic height is computed by dividing the NAVD 88
 GY1487.geopotential number by the normal gravity value computed on the
 GY1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1487.degrees latitude (g = 980.6199 gals.).
 GY1487
 GY1487.The modeled gravity was interpolated from observed gravity values.
 GY1487
 GY1487;                    North         East    Units  Estimated Accuracy
 GY1487;SPC KY1Z     - 1,149,290.    1,755,610.      MT  (+/- 180 meters Scaled)
 GY1487
 GY1487                          SUPERSEDED SURVEY CONTROL
 GY1487
 GY1487  NGVD 29 (??/??/92)  204.706  (m)          671.61   (f) ADJ UNCH    2 0
 GY1487
 GY1487.Superseded values are not recommended for survey control.
 GY1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1487.See file dsdata.txt to determine how the superseded data were derived.
 GY1487
 GY1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB365677(NAD 83)
 GY1487_MARKER: DB = BENCH MARK DISK
 GY1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1487_STAMPING: D 284 1952 671.606
 GY1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1487+STABILITY: SURFACE MOTION
 GY1487
 GY1487  HISTORY     - Date     Condition        Report By
 GY1487  HISTORY     - 1952     MONUMENTED       CGS
 GY1487  HISTORY     - 1955     GOOD             NGS
 GY1487  HISTORY     - 20011105 MARK NOT FOUND   KYDT
 GY1487
 GY1487                          STATION DESCRIPTION
 GY1487
 GY1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1487'0.4 MI E FROM DOTSON.
 GY1487'0.45 MILE EAST ALONG STATE HIGHWAY 114 FROM THE PENTECOSTAL
 GY1487'CHURCH AND CEMETERY AT DOTSON, 0.7 MILE NORTHWEST OF FITZPATRICK
 GY1487'SCHOOL, ABOUT 120 YARDS NORTHWEST OF JUNCTION OF A ROAD SOUTHWEST,
 GY1487'120 FEET NORTHWEST OF NORTH CORNER OF A WHITE HOUSE, 37 FEET
 GY1487'SOUTHWEST OF CENTER LINE OF HIGHWAY, 2.5 FEET NORTHWEST OF THE
 GY1487'NORTH CORNER OF WALTER HALBROOKS STORE, 1.5 FEET NORTHWEST OF
 GY1487'A WHITE WITNESS POST AND ABOUT LEVEL WITH HIGHWAY.
 GY1487
 GY1487                          STATION RECOVERY (2001)
 GY1487
 GY1487'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1487'LOCATION NOW 2-3 FEET LOWER THAN ROAD, PROBABLY GRADED OUT FOR
 GY1487'CONCRETE DRIVE TO LARGE METAL BUILDING, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2341 ***********************************************************************
 GY2341  DESIGNATION -  D 285
 GY2341  PID         -  GY2341
 GY2341  STATE/COUNTY-  KY/LESLIE
 GY2341  USGS QUAD   -  HOSKINSTON (1980)
 GY2341
 GY2341                         *CURRENT SURVEY CONTROL
 GY2341  ___________________________________________________________________
 GY2341* NAD 83(1986)-  37 07 02.     (N)    083 22 48.     (W)     SCALED    
 GY2341* NAVD 88     -       292.161  (meters)     958.53   (feet)  ADJUSTED  
 GY2341  ___________________________________________________________________
 GY2341  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GY2341  DYNAMIC HT  -         291.926 (meters)     957.76  (feet)  COMP
 GY2341  MODELED GRAV-     979,818.0   (mgal)                       NAVD 88
 GY2341
 GY2341  VERT ORDER  -  SECOND    CLASS 0
 GY2341
 GY2341.The horizontal coordinates were scaled from a topographic map and have
 GY2341.an estimated accuracy of +/- 6 seconds.
 GY2341
 GY2341.The orthometric height was determined by differential leveling
 GY2341.and adjusted by the National Geodetic Survey in June 1991..
 GY2341
 GY2341.The geoid height was determined by GEOID03.
 GY2341
 GY2341.The dynamic height is computed by dividing the NAVD 88
 GY2341.geopotential number by the normal gravity value computed on the
 GY2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2341.degrees latitude (g = 980.6199 gals.).
 GY2341
 GY2341.The modeled gravity was interpolated from observed gravity values.
 GY2341
 GY2341;                    North         East    Units  Estimated Accuracy
 GY2341;SPC KY1Z     - 1,089,670.    1,710,610.      MT  (+/- 180 meters Scaled)
 GY2341
 GY2341                          SUPERSEDED SURVEY CONTROL
 GY2341
 GY2341  NGVD 29 (??/??/92)  292.325  (m)          959.07   (f) ADJ UNCH    2 0
 GY2341
 GY2341.Superseded values are not recommended for survey control.
 GY2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2341.See file dsdata.txt to determine how the superseded data were derived.
 GY2341
 GY2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB885105(NAD 83)
 GY2341_MARKER: DB = BENCH MARK DISK
 GY2341_SETTING: 66 = SET IN ROCK OUTCROP
 GY2341_SP_SET: ROCK CLIFF
 GY2341_STAMPING: D 285 1952 959.070
 GY2341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2341+STABILITY: POSITION/ELEVATION WELL
 GY2341
 GY2341  HISTORY     - Date     Condition        Report By
 GY2341  HISTORY     - 1952     MONUMENTED       CGS
 GY2341  HISTORY     - 1956     GOOD             NGS
 GY2341
 GY2341                          STATION DESCRIPTION
 GY2341
 GY2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2341'4.1 MI S FROM HYDEN.
 GY2341'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAY 421 FROM THE COURT HOUSE
 GY2341'AT HYDEN, ABOUT 3.5 MILES NORTH OF THE SCHOOL AT HOSKINSTON,
 GY2341'ABOUT 0.65 MILE SOUTH OF A 45-FOOT CONCRETE CULVERT OVER MUNSEY
 GY2341'CREEK, SET VERTICALLY IN THE NORTHWEST FACE OF A SOLID 6-FOOT
 GY2341'HIGH ROCK CLIFF, 22 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 17
 GY2341'FEET SOUTHWEST OF SOUTHWEST END OF SOUTHEAST CONCRETE HEAD WALL
 GY2341'OF A 14-INCH PIPE CULVERT, AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
 GY2341
 GY2341                          STATION RECOVERY (1956)
 GY2341
 GY2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2234 ***********************************************************************
 GY2234  DESIGNATION -  D 286
 GY2234  PID         -  GY2234
 GY2234  STATE/COUNTY-  KY/PERRY
 GY2234  USGS QUAD   -  VICCO (1992)
 GY2234
 GY2234                         *CURRENT SURVEY CONTROL
 GY2234  ___________________________________________________________________
 GY2234* NAD 83(1986)-  37 12 23.     (N)    083 04 21.     (W)     SCALED    
 GY2234* NAVD 88     -       285.434  (meters)     936.46   (feet)  ADJUSTED  
 GY2234  ___________________________________________________________________
 GY2234  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GY2234  DYNAMIC HT  -         285.203 (meters)     935.70  (feet)  COMP
 GY2234  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GY2234
 GY2234  VERT ORDER  -  SECOND    CLASS 0
 GY2234
 GY2234.The horizontal coordinates were scaled from a topographic map and have
 GY2234.an estimated accuracy of +/- 6 seconds.
 GY2234
 GY2234.The orthometric height was determined by differential leveling
 GY2234.and adjusted by the National Geodetic Survey in June 1991..
 GY2234
 GY2234.The geoid height was determined by GEOID03.
 GY2234
 GY2234.The dynamic height is computed by dividing the NAVD 88
 GY2234.geopotential number by the normal gravity value computed on the
 GY2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2234.degrees latitude (g = 980.6199 gals.).
 GY2234
 GY2234.The modeled gravity was interpolated from observed gravity values.
 GY2234
 GY2234;                    North         East    Units  Estimated Accuracy
 GY2234;SPC KY1Z     - 1,100,310.    1,737,640.      MT  (+/- 180 meters Scaled)
 GY2234
 GY2234                          SUPERSEDED SURVEY CONTROL
 GY2234
 GY2234  NGVD 29 (??/??/92)  285.595  (m)          936.99   (f) ADJ UNCH    2 0
 GY2234
 GY2234.Superseded values are not recommended for survey control.
 GY2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2234.See file dsdata.txt to determine how the superseded data were derived.
 GY2234
 GY2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB160197(NAD 83)
 GY2234_MARKER: DB = BENCH MARK DISK
 GY2234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2234_SP_SET: BRIDGE
 GY2234_STAMPING: D 286 1952 936.990
 GY2234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2234
 GY2234  HISTORY     - Date     Condition        Report By
 GY2234  HISTORY     - 1952     MONUMENTED       CGS
 GY2234  HISTORY     - 1956     GOOD             NGS
 GY2234  HISTORY     - 19960610 MARK NOT FOUND   KYDT
 GY2234
 GY2234                          STATION DESCRIPTION
 GY2234
 GY2234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2234'1.6 MI SW FROM SASSAFRAS.
 GY2234'1.55 MILES SOUTHWEST ALONG STATE HIGHWAY 15 FROM POST OFFICE AND
 GY2234'JUNCTION OF STATE HIGHWAY 354 AT SASSAFRAS, AT THE JUNCTION
 GY2234'OF A ROAD SOUTHEAST INTO GEORGES BRANCH, SET IN THE TOP OF THE
 GY2234'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A WOODEN
 GY2234'DECK BRIDGE WITH CONCRETE PIERS OVER CARRS FORK ON ROAD
 GY2234'SOUTHEAST, ABOUT 65 YARDS SOUTHEAST OF CENTER LINE OF HIGHWAY
 GY2234'15, 9.5 FEET SOUTHWEST OF CENTER OF ROAD SOUTHEAST AND ABOUT
 GY2234'LEVEL WITH JUNCTION.
 GY2234
 GY2234                          STATION RECOVERY (1996)
 GY2234
 GY2234'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2234'A NEW BRIDGE WAS BUILT AT THIS LOCATION BY PRIVATE INDIVIDUALS IN THE
 GY2234'LATE 1980'S ACCORDING TO LOCALS, MARK LOST, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2076 ***********************************************************************
 GY2076  DESIGNATION -  D 288
 GY2076  PID         -  GY2076
 GY2076  STATE/COUNTY-  KY/BREATHITT
 GY2076  USGS QUAD   -  HADDIX (1972)
 GY2076
 GY2076                         *CURRENT SURVEY CONTROL
 GY2076  ___________________________________________________________________
 GY2076* NAD 83(1986)-  37 28 33.     (N)    083 16 15.     (W)     SCALED    
 GY2076* NAVD 88     -       237.749  (meters)     780.01   (feet)  ADJUSTED  
 GY2076  ___________________________________________________________________
 GY2076  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GY2076  DYNAMIC HT  -         237.567 (meters)     779.42  (feet)  COMP
 GY2076  MODELED GRAV-     979,861.8   (mgal)                       NAVD 88
 GY2076
 GY2076  VERT ORDER  -  SECOND    CLASS 0
 GY2076
 GY2076.The horizontal coordinates were scaled from a topographic map and have
 GY2076.an estimated accuracy of +/- 6 seconds.
 GY2076
 GY2076.The orthometric height was determined by differential leveling
 GY2076.and adjusted by the National Geodetic Survey in June 1991..
 GY2076
 GY2076.The geoid height was determined by GEOID03.
 GY2076
 GY2076.The dynamic height is computed by dividing the NAVD 88
 GY2076.geopotential number by the normal gravity value computed on the
 GY2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2076.degrees latitude (g = 980.6199 gals.).
 GY2076
 GY2076.The modeled gravity was interpolated from observed gravity values.
 GY2076
 GY2076;                    North         East    Units  Estimated Accuracy
 GY2076;SPC KY1Z     - 1,129,710.    1,719,250.      MT  (+/- 180 meters Scaled)
 GY2076
 GY2076                          SUPERSEDED SURVEY CONTROL
 GY2076
 GY2076  NGVD 29 (??/??/92)  237.911  (m)          780.55   (f) ADJ UNCH    2 0
 GY2076
 GY2076.Superseded values are not recommended for survey control.
 GY2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2076.See file dsdata.txt to determine how the superseded data were derived.
 GY2076
 GY2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB992500(NAD 83)
 GY2076_MARKER: DB = BENCH MARK DISK
 GY2076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2076_SP_SET: CULVERT
 GY2076_STAMPING: D 288 1952 780.546
 GY2076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2076
 GY2076  HISTORY     - Date     Condition        Report By
 GY2076  HISTORY     - 1952     MONUMENTED       CGS
 GY2076  HISTORY     - 1956     POOR             NGS
 GY2076  HISTORY     - 19960410 POOR             KYDT
 GY2076
 GY2076                          STATION DESCRIPTION
 GY2076
 GY2076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2076'1.6 MI NW FROM HARDSHELL.
 GY2076'1.55 MILES NORTHWEST FROM THE CANEY SCHOOL AT HARDSHELL ALONG
 GY2076'STATE HIGHWAY 15, 1.1 MILES EAST OF A 300-FOOT BRIDGE OVER
 GY2076'TROUBLESOME CREEK, SET VERTICALLY IN THE NORTHEAST FACE OF A
 GY2076'3-FOOT LAYER OF ROCK IN A ROUGH ROCKY CUT, NEAR THE CENTER OF
 GY2076'CUT, 30.5 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 39.5
 GY2076'FEET NORTHWEST OF THE NORTHWEST END OF SOUTHWEST HEADWALL OF
 GY2076'A PIPE CULVERT, AND ABOUT 5 FEET ABOVE LEVEL OF HIGHWAY.
 GY2076
 GY2076                          STATION RECOVERY (1996)
 GY2076
 GY2076'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2076'MUTILATED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1724 ***********************************************************************
 GA1724  DESIGNATION -  D 289
 GA1724  PID         -  GA1724
 GA1724  STATE/COUNTY-  KY/LETCHER
 GA1724  USGS QUAD   -  LOUELLEN (1982)
 GA1724
 GA1724                         *CURRENT SURVEY CONTROL
 GA1724  ___________________________________________________________________
 GA1724* NAD 83(1986)-  36 59 56.     (N)    083 01 56.     (W)     SCALED    
 GA1724* NAVD 88     -       406.196  (meters)    1332.66   (feet)  ADJUSTED  
 GA1724  ___________________________________________________________________
 GA1724  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA1724  DYNAMIC HT  -         405.849 (meters)    1331.52  (feet)  COMP
 GA1724  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GA1724
 GA1724  VERT ORDER  -  SECOND    CLASS 0
 GA1724
 GA1724.The horizontal coordinates were scaled from a topographic map and have
 GA1724.an estimated accuracy of +/- 6 seconds.
 GA1724
 GA1724.The orthometric height was determined by differential leveling
 GA1724.and adjusted by the National Geodetic Survey in June 1991..
 GA1724
 GA1724.The geoid height was determined by GEOID03.
 GA1724
 GA1724.The dynamic height is computed by dividing the NAVD 88
 GA1724.geopotential number by the normal gravity value computed on the
 GA1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1724.degrees latitude (g = 980.6199 gals.).
 GA1724
 GA1724.The modeled gravity was interpolated from observed gravity values.
 GA1724
 GA1724;                    North         East    Units  Estimated Accuracy
 GA1724;SPC KY1Z     - 1,077,390.    1,741,890.      MT  (+/- 180 meters Scaled)
 GA1724
 GA1724                          SUPERSEDED SURVEY CONTROL
 GA1724
 GA1724  NGVD 29 (??/??/92)  406.327  (m)         1333.09   (f) ADJ UNCH    2 0
 GA1724
 GA1724.Superseded values are not recommended for survey control.
 GA1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1724.See file dsdata.txt to determine how the superseded data were derived.
 GA1724
 GA1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA191966(NAD 83)
 GA1724_MARKER: DB = BENCH MARK DISK
 GA1724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1724_SP_SET: FOOTING
 GA1724_STAMPING: D 289 1952 1333.091
 GA1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1724
 GA1724  HISTORY     - Date     Condition        Report By
 GA1724  HISTORY     - 1952     MONUMENTED       CGS
 GA1724  HISTORY     - 1956     GOOD             NGS
 GA1724
 GA1724                          STATION DESCRIPTION
 GA1724
 GA1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1724'0.6 MI N FROM GORDON.
 GA1724'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 463 FROM THE POST OFFICE
 GA1724'AND JUNCTION OF STATE HIGHWAY 160 AT GORDON, AT THE JUNCTION OF
 GA1724'STATE HIGHWAY 510 LEADING WEST, 30 YARDS NORTHWEST OF NORTHWEST
 GA1724'CORNER OF HURRICANE GAP SCHOOL, 45 YARDS WEST OF CENTER OF
 GA1724'JUNCTION OF HIGHWAYS, IN THE TOP OF THE EAST END OF THE NORTH
 GA1724'CONCRETE RAIL FOOTING OF HIGHWAY 510 BRIDGE OVER TRACE BRANCH,
 GA1724'JUST ABOVE THE CONFLUENCE OF LINE FORK AND TRACE BRANCH, 17 FEET
 GA1724'NORTH OF CENTER LINE OF HIGHWAY, 0.5 FOOT EAST OF EAST END OF
 GA1724'NORTH CONCRETE BANISTER AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY 510.
 GA1724
 GA1724                          STATION RECOVERY (1956)
 GA1724
 GA1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0552 ***********************************************************************
 HZ0552  DESIGNATION -  D 29 X
 HZ0552  PID         -  HZ0552
 HZ0552  STATE/COUNTY-  KY/GALLATIN
 HZ0552  USGS QUAD   -  FLORENCE (1994)
 HZ0552
 HZ0552                         *CURRENT SURVEY CONTROL
 HZ0552  ___________________________________________________________________
 HZ0552* NAD 83(1986)-  38 46 23.     (N)    084 55 35.     (W)     SCALED    
 HZ0552* NAVD 88     -       145.603  (meters)     477.70   (feet)  ADJUSTED  
 HZ0552  ___________________________________________________________________
 HZ0552  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0552  DYNAMIC HT  -         145.511 (meters)     477.40  (feet)  COMP
 HZ0552  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 HZ0552
 HZ0552  VERT ORDER  -  FIRST     CLASS II
 HZ0552
 HZ0552.The horizontal coordinates were scaled from a topographic map and have
 HZ0552.an estimated accuracy of +/- 6 seconds.
 HZ0552
 HZ0552.The orthometric height was determined by differential leveling
 HZ0552.and adjusted by the National Geodetic Survey in June 1991..
 HZ0552
 HZ0552.The geoid height was determined by GEOID03.
 HZ0552
 HZ0552.The dynamic height is computed by dividing the NAVD 88
 HZ0552.geopotential number by the normal gravity value computed on the
 HZ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0552.degrees latitude (g = 980.6199 gals.).
 HZ0552
 HZ0552.The modeled gravity was interpolated from observed gravity values.
 HZ0552
 HZ0552;                    North         East    Units  Estimated Accuracy
 HZ0552;SPC KY1Z     - 1,271,100.    1,571,580.      MT  (+/- 180 meters Scaled)
 HZ0552
 HZ0552                          SUPERSEDED SURVEY CONTROL
 HZ0552
 HZ0552  NGVD 29 (??/??/92)  145.794  (m)          478.33   (f) ADJ UNCH    1 2
 HZ0552
 HZ0552.Superseded values are not recommended for survey control.
 HZ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0552.See file dsdata.txt to determine how the superseded data were derived.
 HZ0552
 HZ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH801936(NAD 83)
 HZ0552_MARKER: DB = BENCH MARK DISK
 HZ0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0552_STAMPING: D 29 X 1934
 HZ0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0552+STABILITY: SURFACE MOTION
 HZ0552
 HZ0552  HISTORY     - Date     Condition        Report By
 HZ0552  HISTORY     - 1934     MONUMENTED       CGS
 HZ0552  HISTORY     - 1964     GOOD             NGS
 HZ0552  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HZ0552
 HZ0552                          STATION DESCRIPTION
 HZ0552
 HZ0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0552'1.5 MI SW FROM WARSAW.
 HZ0552'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 42 FROM THE COURTHOUSE
 HZ0552'IN WARSAW, ABOUT 0.75 MILE NORTHEAST OF A BRIDGE OVER CRAIGS
 HZ0552'CREEK, 34 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 HZ0552'85 FEET WEST OF THE CENTER OF INTERSECTION OF A NORTH-SOUTH
 HZ0552'DRIVEWAY, 78 FEET EAST-NORTHEAST OF TELEPHONE POLE NO. GA 470
 HZ0552'AND 5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN,
 HZ0552'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 HZ0552'OF A CONCRETE POST PROJECTING 2 INCHES.
 HZ0552
 HZ0552                          STATION RECOVERY (1988)
 HZ0552
 HZ0552'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAK)
 HZ0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1722 ***********************************************************************
 GA1722  DESIGNATION -  D 290
 GA1722  PID         -  GA1722
 GA1722  STATE/COUNTY-  KY/HARLAN
 GA1722  USGS QUAD   -  LOUELLEN (1982)
 GA1722
 GA1722                         *CURRENT SURVEY CONTROL
 GA1722  ___________________________________________________________________
 GA1722* NAD 83(1986)-  36 58 42.     (N)    083 01 07.     (W)     SCALED    
 GA1722* NAVD 88     -       670.885  (meters)    2201.06   (feet)  ADJUSTED  
 GA1722  ___________________________________________________________________
 GA1722  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA1722  DYNAMIC HT  -         670.315 (meters)    2199.19  (feet)  COMP
 GA1722  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 GA1722
 GA1722  VERT ORDER  -  SECOND    CLASS 0
 GA1722
 GA1722.The horizontal coordinates were scaled from a topographic map and have
 GA1722.an estimated accuracy of +/- 6 seconds.
 GA1722
 GA1722.The orthometric height was determined by differential leveling
 GA1722.and adjusted by the National Geodetic Survey in June 1991..
 GA1722
 GA1722.The geoid height was determined by GEOID03.
 GA1722
 GA1722.The dynamic height is computed by dividing the NAVD 88
 GA1722.geopotential number by the normal gravity value computed on the
 GA1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1722.degrees latitude (g = 980.6199 gals.).
 GA1722
 GA1722.The modeled gravity was interpolated from observed gravity values.
 GA1722
 GA1722;                    North         East    Units  Estimated Accuracy
 GA1722;SPC KY1Z     - 1,075,150.    1,743,170.      MT  (+/- 180 meters Scaled)
 GA1722
 GA1722                          SUPERSEDED SURVEY CONTROL
 GA1722
 GA1722  NGVD 29 (??/??/92)  671.024  (m)         2201.52   (f) ADJ UNCH    2 0
 GA1722
 GA1722.Superseded values are not recommended for survey control.
 GA1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1722.See file dsdata.txt to determine how the superseded data were derived.
 GA1722
 GA1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA203943(NAD 83)
 GA1722_MARKER: DB = BENCH MARK DISK
 GA1722_SETTING: 66 = SET IN ROCK OUTCROP
 GA1722_SP_SET: OUTCROP
 GA1722_STAMPING: D 290 1952 2201.518
 GA1722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1722+STABILITY: POSITION/ELEVATION WELL
 GA1722
 GA1722  HISTORY     - Date     Condition        Report By
 GA1722  HISTORY     - 1952     MONUMENTED       CGS
 GA1722  HISTORY     - 1956     POOR             NGS
 GA1722
 GA1722                          STATION DESCRIPTION
 GA1722
 GA1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1722'2.7 MI NW FROM CUMBERLAND.
 GA1722'ABOUT 1.1 MILES WEST ALONG U.S. HIGHWAY 119 FROM THE BRIDGE OVER
 GA1722'CUMBERLAND RIVER AT CUMBERLAND, THENCE ABOUT 1.6 MILES NORTHWEST
 GA1722'ALONG STATE HIGHWAY 160, ABOUT 0.1 MILE SOUTHEAST OF THE
 GA1722'HARLAN-LETCHER COUNTY LINE, ON THE SOUTH SLOPE OF PINE MOUNTAIN,
 GA1722'ON THE OUTSIDE OF A U CURVE WITH TANGENTS EXTENDING WEST, IN THE
 GA1722'TOP OF THE WEST EDGE AT SOUTH END OF A LARGE OUTCROP OF ROCK, 60
 GA1722'FEET EAST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 GA1722
 GA1722                          STATION RECOVERY (1956)
 GA1722
 GA1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1722'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1513 ***********************************************************************
 GA1513  DESIGNATION -  D 291
 GA1513  PID         -  GA1513
 GA1513  STATE/COUNTY-  KY/HARLAN
 GA1513  USGS QUAD   -  HARLAN (1978)
 GA1513
 GA1513                         *CURRENT SURVEY CONTROL
 GA1513  ___________________________________________________________________
 GA1513* NAD 83(1986)-  36 51 12.     (N)    083 19 14.     (W)     SCALED    
 GA1513* NAVD 88     -       360.099  (meters)    1181.42   (feet)  ADJUSTED  
 GA1513  ___________________________________________________________________
 GA1513  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1513  DYNAMIC HT  -         359.788 (meters)    1180.40  (feet)  COMP
 GA1513  MODELED GRAV-     979,757.7   (mgal)                       NAVD 88
 GA1513
 GA1513  VERT ORDER  -  SECOND    CLASS 0
 GA1513
 GA1513.The horizontal coordinates were scaled from a topographic map and have
 GA1513.an estimated accuracy of +/- 6 seconds.
 GA1513
 GA1513.The orthometric height was determined by differential leveling
 GA1513.and adjusted by the National Geodetic Survey in June 1991..
 GA1513
 GA1513.The geoid height was determined by GEOID03.
 GA1513
 GA1513.The dynamic height is computed by dividing the NAVD 88
 GA1513.geopotential number by the normal gravity value computed on the
 GA1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1513.degrees latitude (g = 980.6199 gals.).
 GA1513
 GA1513.The modeled gravity was interpolated from observed gravity values.
 GA1513
 GA1513;                    North         East    Units  Estimated Accuracy
 GA1513;SPC KY1Z     - 1,060,530.    1,716,650.      MT  (+/- 180 meters Scaled)
 GA1513
 GA1513                          SUPERSEDED SURVEY CONTROL
 GA1513
 GA1513  NGVD 29 (??/??/92)  360.243  (m)         1181.90   (f) ADJ UNCH    2 0
 GA1513
 GA1513.Superseded values are not recommended for survey control.
 GA1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1513.See file dsdata.txt to determine how the superseded data were derived.
 GA1513
 GA1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA931811(NAD 83)
 GA1513_MARKER: DB = BENCH MARK DISK
 GA1513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1513_SP_SET: STEPS
 GA1513_STAMPING: D 291 1952 1181.697
 GA1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1513
 GA1513  HISTORY     - Date     Condition        Report By
 GA1513  HISTORY     - 1952     MONUMENTED       CGS
 GA1513  HISTORY     - 1956     GOOD             NGS
 GA1513  HISTORY     - 20010516 MARK NOT FOUND   KYDT
 GA1513
 GA1513                          STATION DESCRIPTION
 GA1513
 GA1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1513'0.6 MI S FROM BAXTER.
 GA1513'ABOUT 0.55 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA1513'FROM THE CROSSING OF U.S. HIGHWAY 119 AT BAXTER, ABOUT 0.35 MILE
 GA1513'SOUTH OF MILE POST 241, ABOUT 50 YARDS SOUTHWEST OF AN OLD
 GA1513'ABANDONED SEWER PLANT, SET IN THE TOP OF THE EAST CORNER OF A
 GA1513'FLAT OUTCROP AT STEPS LEADING NORTH TO A SMALL WHITE FRAME HOUSE,
 GA1513'16 FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK, 9 FEET
 GA1513'NORTH OF A RAILROAD SIGN RS, AND ABOUT 1 FOOT ABOVE LEVEL OF
 GA1513'TRACK.
 GA1513
 GA1513                          STATION RECOVERY (1956)
 GA1513
 GA1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1513'RECOVERED IN GOOD CONDITION.
 GA1513
 GA1513                          STATION RECOVERY (2001)
 GA1513
 GA1513'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3138 ***********************************************************************
 GY3138  DESIGNATION -  D 292 RESET 1982
 GY3138  PID         -  GY3138
 GY3138  STATE/COUNTY-  KY/JOHNSON
 GY3138  USGS QUAD   -  PAINTSVILLE (1992)
 GY3138
 GY3138                         *CURRENT SURVEY CONTROL
 GY3138  ___________________________________________________________________
 GY3138* NAD 83(1986)-  37 49 58.     (N)    082 51 28.     (W)     SCALED    
 GY3138* NAVD 88     -       188.42   (meters)     618.2    (feet)  RESET     
 GY3138  ___________________________________________________________________
 GY3138  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 GY3138
 GY3138  VERT ORDER  -  THIRD
 GY3138
 GY3138.The horizontal coordinates were scaled from a topographic map and have
 GY3138.an estimated accuracy of +/- 6 seconds.
 GY3138
 GY3138.The orthometric height was computed from unverified reset data.
 GY3138.No vertical observational check was made to the station.
 GY3138
 GY3138.The geoid height was determined by GEOID03.
 GY3138
 GY3138;                    North         East    Units  Estimated Accuracy
 GY3138;SPC KY1Z     - 1,170,360.    1,754,540.      MT  (+/- 180 meters Scaled)
 GY3138
 GY3138                          SUPERSEDED SURVEY CONTROL
 GY3138
 GY3138  NGVD 29 (10/08/05)  188.62   (m)          618.8    (f) RESET       3  
 GY3138
 GY3138.Superseded values are not recommended for survey control.
 GY3138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3138.See file dsdata.txt to determine how the superseded data were derived.
 GY3138
 GY3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB365888(NAD 83)
 GY3138_MARKER: DB = BENCH MARK DISK
 GY3138_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GY3138_SP_SET: HEADWALL
 GY3138_STAMPING: D 292 RESET 1982
 GY3138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3138+STABILITY: SURFACE MOTION
 GY3138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY3138+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1997
 GY3138
 GY3138  HISTORY     - Date     Condition        Report By
 GY3138  HISTORY     - 1982     MONUMENTED       KYDT
 GY3138  HISTORY     - 19970618 GOOD             KYDT
 GY3138
 GY3138                          STATION DESCRIPTION
 GY3138
 GY3138'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GY3138'IN STAFFORDSVILLE.
 GY3138'AT THE WEST EDGE OF STAFFORDSVILLE, AT THE JUNCTION OF STATE HIGHWAYS
 GY3138'40 AND 172, IN TOP OF AN L-SHAPED CONCRETE HEADWALL UNDER HIGHWAY,
 GY3138'1.0 FOOT NORTH OF THE SOUTH END OF HEADWALL, 23.0 FEET WEST OF THE
 GY3138'CENTER OF HIGHWAY 172, AND 42.0 FEET NORTH OF THE CENTER OF HIGHWAY
 GY3138'40, AND 54.0 FEET NORTHWEST OF THE JUNCTION.
 GY3138'THE MARK IS 2.5 FT BELOW ROAD.
 GY3138
 GY3138                          STATION RECOVERY (1997)
 GY3138
 GY3138'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY3138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1875 ***********************************************************************
 GY1875  DESIGNATION -  D 293
 GY1875  PID         -  GY1875
 GY1875  STATE/COUNTY-  KY/MAGOFFIN
 GY1875  USGS QUAD   -  SALYERSVILLE NORTH (1992)
 GY1875
 GY1875                         *CURRENT SURVEY CONTROL
 GY1875  ___________________________________________________________________
 GY1875* NAD 83(1986)-  37 47 53.     (N)    083 00 36.     (W)     SCALED    
 GY1875* NAVD 88     -       349.492  (meters)    1146.62   (feet)  ADJUSTED  
 GY1875  ___________________________________________________________________
 GY1875  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GY1875  DYNAMIC HT  -         349.227 (meters)    1145.76  (feet)  COMP
 GY1875  MODELED GRAV-     979,863.4   (mgal)                       NAVD 88
 GY1875
 GY1875  VERT ORDER  -  SECOND    CLASS 0
 GY1875
 GY1875.The horizontal coordinates were scaled from a topographic map and have
 GY1875.an estimated accuracy of +/- 6 seconds.
 GY1875
 GY1875.The orthometric height was determined by differential leveling
 GY1875.and adjusted by the National Geodetic Survey in June 1991..
 GY1875
 GY1875.The geoid height was determined by GEOID03.
 GY1875
 GY1875.The dynamic height is computed by dividing the NAVD 88
 GY1875.geopotential number by the normal gravity value computed on the
 GY1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1875.degrees latitude (g = 980.6199 gals.).
 GY1875
 GY1875.The modeled gravity was interpolated from observed gravity values.
 GY1875
 GY1875;                    North         East    Units  Estimated Accuracy
 GY1875;SPC KY1Z     - 1,166,100.    1,741,260.      MT  (+/- 180 meters Scaled)
 GY1875
 GY1875                          SUPERSEDED SURVEY CONTROL
 GY1875
 GY1875  NGVD 29 (??/??/92)  349.681  (m)         1147.25   (f) ADJ UNCH    2 0
 GY1875
 GY1875.Superseded values are not recommended for survey control.
 GY1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1875.See file dsdata.txt to determine how the superseded data were derived.
 GY1875
 GY1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB230853(NAD 83)
 GY1875_MARKER: DB = BENCH MARK DISK
 GY1875_SETTING: 66 = SET IN ROCK OUTCROP
 GY1875_SP_SET: ROCK LEDGE
 GY1875_STAMPING: D 293 1952 1147.245
 GY1875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1875+STABILITY: POSITION/ELEVATION WELL
 GY1875
 GY1875  HISTORY     - Date     Condition        Report By
 GY1875  HISTORY     - 1952     MONUMENTED       CGS
 GY1875  HISTORY     - 1955     GOOD             NGS
 GY1875  HISTORY     - 19990319 MARK NOT FOUND   KYDT
 GY1875
 GY1875                          STATION DESCRIPTION
 GY1875
 GY1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1875'1.6 MI N FROM FALCON.
 GY1875'ABOUT 0.65 MILE NORTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST
 GY1875'OFFICE AT FALCON, THENCE 1.0 MILE NORTHWEST ALONG A GRAVEL ROAD,
 GY1875'ON THE NORTHWEST SLOPE OF A LONG CROOKED HILL, ABOUT 130 YARDS
 GY1875'SOUTHWEST OF A SIDE ROAD SOUTH AND TOP OF HILL, IN THE TOP OF THE
 GY1875'SOUTHWEST END OF A ROCK LEDGE THAT IS PART OF A ROCK CUT SOUTHEAST
 GY1875'OF ROAD, 24 FEET SOUTHEAST OF CENTER OF ROAD, 10 FEET SOUTHWEST
 GY1875'OF THE LETTERS FC WHICH ARE CARVED IN A LARGE HEART IN THE
 GY1875'NORTHWEST FACE OF LEDGE AND ABOUT 10 FEET ABOVE THE LEVEL
 GY1875'OF THE ROAD.
 GY1875
 GY1875                          STATION RECOVERY (1999)
 GY1875
 GY1875'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0430 ***********************************************************************
 GY0430  DESIGNATION -  D 294
 GY0430  PID         -  GY0430
 GY0430  STATE/COUNTY-  KY/PIKE
 GY0430  USGS QUAD   -  META (1992)
 GY0430
 GY0430                         *CURRENT SURVEY CONTROL
 GY0430  ___________________________________________________________________
 GY0430* NAD 83(1986)-  37 34 16.     (N)    082 28 37.     (W)     SCALED    
 GY0430* NAVD 88     -       222.597  (meters)     730.30   (feet)  ADJUSTED  
 GY0430  ___________________________________________________________________
 GY0430  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GY0430  DYNAMIC HT  -         222.429 (meters)     729.75  (feet)  COMP
 GY0430  MODELED GRAV-     979,871.3   (mgal)                       NAVD 88
 GY0430
 GY0430  VERT ORDER  -  SECOND    CLASS 0
 GY0430
 GY0430.The horizontal coordinates were scaled from a topographic map and have
 GY0430.an estimated accuracy of +/- 6 seconds.
 GY0430
 GY0430.The orthometric height was determined by differential leveling
 GY0430.and adjusted by the National Geodetic Survey in June 1991..
 GY0430
 GY0430.The geoid height was determined by GEOID03.
 GY0430
 GY0430.The dynamic height is computed by dividing the NAVD 88
 GY0430.geopotential number by the normal gravity value computed on the
 GY0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0430.degrees latitude (g = 980.6199 gals.).
 GY0430
 GY0430.The modeled gravity was interpolated from observed gravity values.
 GY0430
 GY0430;                    North         East    Units  Estimated Accuracy
 GY0430;SPC KY1Z     - 1,142,440.    1,789,060.      MT  (+/- 180 meters Scaled)
 GY0430
 GY0430                          SUPERSEDED SURVEY CONTROL
 GY0430
 GY0430  NGVD 29 (??/??/92)  222.800  (m)          730.97   (f) ADJ UNCH    2 0
 GY0430
 GY0430.Superseded values are not recommended for survey control.
 GY0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0430.See file dsdata.txt to determine how the superseded data were derived.
 GY0430
 GY0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB695592(NAD 83)
 GY0430_MARKER: DB = BENCH MARK DISK
 GY0430_SETTING: 66 = SET IN ROCK OUTCROP
 GY0430_SP_SET: ROCK CUT
 GY0430_STAMPING: D 294 1952 730.970
 GY0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0430+STABILITY: POSITION/ELEVATION WELL
 GY0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0430+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 GY0430
 GY0430  HISTORY     - Date     Condition        Report By
 GY0430  HISTORY     - 1952     MONUMENTED       CGS
 GY0430  HISTORY     - 1956     GOOD             NGS
 GY0430  HISTORY     - 20010626 GOOD             KYDT
 GY0430
 GY0430                          STATION DESCRIPTION
 GY0430
 GY0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0430'3.2 MI W FROM META.
 GY0430'1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION WITH
 GY0430'STATE HIGHWAY 632 AT META, THENCE 1.45 MILES NORTHWEST ALONG
 GY0430'STATE HIGHWAY 304, 2.15 MILES SOUTHEAST ALONG STATE HIGHWAY 304
 GY0430'FROM HIGH SCHOOL AT JOHNS CREEK, 0.25 MILE SOUTHEAST OF A CHURCH,
 GY0430'55 YARDS SOUTHEAST OF BRIDGE JUNCTION OF A ROAD LEADING SOUTHWEST
 GY0430'INTO MACKS BRANCH, 33 YARDS SOUTHEAST OF A 15-INCH PIPE CULVERT
 GY0430'WITH CONCRETE HEAD WALLS, 25 YARDS SOUTHEAST OF JUNCTION OF LOW
 GY0430'WATER BRIDGE ON ROAD LEADING INTO MACKS BRANCH, 7 YARDS NORTHWEST
 GY0430'OF HIGHEST PART OF CUT, 16 FEET NORTHEAST OF THE CENTER OF
 GY0430'HIGHWAY, ABOUT 4.5 FEET ABOVE LEVEL OF HIGHWAY, SET VERTICALLY
 GY0430'IN THE ROUGH SOUTHWEST FACE OF A 30-FOOT HIGH CUT.
 GY0430
 GY0430                          STATION RECOVERY (2001)
 GY0430
 GY0430'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0430'STATE HIGHWAY 304 NOW KY 194.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1584 ***********************************************************************
 GY1584  DESIGNATION -  D 295
 GY1584  PID         -  GY1584
 GY1584  STATE/COUNTY-  KY/PIKE
 GY1584  USGS QUAD   -  THOMAS (1992)
 GY1584
 GY1584                         *CURRENT SURVEY CONTROL
 GY1584  ___________________________________________________________________
 GY1584* NAD 83(1986)-  37 40 21.     (N)    082 34 23.     (W)     SCALED    
 GY1584* NAVD 88     -       205.772  (meters)     675.10   (feet)  ADJUSTED  
 GY1584  ___________________________________________________________________
 GY1584  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GY1584  DYNAMIC HT  -         205.619 (meters)     674.60  (feet)  COMP
 GY1584  MODELED GRAV-     979,884.0   (mgal)                       NAVD 88
 GY1584
 GY1584  VERT ORDER  -  SECOND    CLASS 0
 GY1584
 GY1584.The horizontal coordinates were scaled from a topographic map and have
 GY1584.an estimated accuracy of +/- 6 seconds.
 GY1584
 GY1584.The orthometric height was determined by differential leveling
 GY1584.and adjusted by the National Geodetic Survey in June 1991..
 GY1584
 GY1584.The geoid height was determined by GEOID03.
 GY1584
 GY1584.The dynamic height is computed by dividing the NAVD 88
 GY1584.geopotential number by the normal gravity value computed on the
 GY1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1584.degrees latitude (g = 980.6199 gals.).
 GY1584
 GY1584.The modeled gravity was interpolated from observed gravity values.
 GY1584
 GY1584;                    North         East    Units  Estimated Accuracy
 GY1584;SPC KY1Z     - 1,153,390.    1,780,200.      MT  (+/- 180 meters Scaled)
 GY1584
 GY1584                          SUPERSEDED SURVEY CONTROL
 GY1584
 GY1584  NGVD 29 (??/??/92)  205.982  (m)          675.79   (f) ADJ UNCH    2 0
 GY1584
 GY1584.Superseded values are not recommended for survey control.
 GY1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1584.See file dsdata.txt to determine how the superseded data were derived.
 GY1584
 GY1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB612706(NAD 83)
 GY1584_MARKER: DB = BENCH MARK DISK
 GY1584_SETTING: 66 = SET IN ROCK OUTCROP
 GY1584_SP_SET: ROCK CLIFF
 GY1584_STAMPING: D 295 1952 675.793
 GY1584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1584+STABILITY: POSITION/ELEVATION WELL
 GY1584
 GY1584  HISTORY     - Date     Condition        Report By
 GY1584  HISTORY     - 1952     MONUMENTED       CGS
 GY1584  HISTORY     - 1956     GOOD             NGS
 GY1584
 GY1584                          STATION DESCRIPTION
 GY1584
 GY1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1584'1.4 MI SE FROM THOMAS.
 GY1584'1.45 MILES SOUTHEAST ALONG BRUSHY FORK ROAD FROM THE JUNCTION
 GY1584'WITH JOHNS CREEK ROAD AT THOMAS, ABOUT 0.7 MILE NORTHWEST OF
 GY1584'BIG BRANCH SCHOOL, 0.1 MILE NORTHWEST OF THE JUNCTION OF A ROAD
 GY1584'NORTH UP BIG BRANCH, AT THE JUNCTION OF PRIVATE ROAD NORTHEAST
 GY1584'TO A FARM, 78 FEET NORTHEAST OF THE CENTER OF ROAD, 8 FEET
 GY1584'NORTHWEST OF THE CENTER OF FARM ROAD, SET VERTICALLY IN THE
 GY1584'SOUTHEAST FACE OF A 4.5 FOOT ROCK CLIFF ALONG THE FARM ROAD,
 GY1584'ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0477 ***********************************************************************
 GY0477  DESIGNATION -  D 296
 GY0477  PID         -  GY0477
 GY0477  STATE/COUNTY-  KY/PIKE
 GY0477  USGS QUAD   -  WILLIAMSON (1992)
 GY0477
 GY0477                         *CURRENT SURVEY CONTROL
 GY0477  ___________________________________________________________________
 GY0477* NAD 83(1986)-  37 37 49.     (N)    082 21 18.     (W)     SCALED    
 GY0477* NAVD 88     -       225.115  (meters)     738.56   (feet)  ADJUSTED  
 GY0477  ___________________________________________________________________
 GY0477  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GY0477  DYNAMIC HT  -         224.947 (meters)     738.01  (feet)  COMP
 GY0477  MODELED GRAV-     979,880.0   (mgal)                       NAVD 88
 GY0477
 GY0477  VERT ORDER  -  SECOND    CLASS 0
 GY0477
 GY0477.The horizontal coordinates were scaled from a topographic map and have
 GY0477.an estimated accuracy of +/- 6 seconds.
 GY0477
 GY0477.The orthometric height was determined by differential leveling
 GY0477.and adjusted by the National Geodetic Survey in June 1991..
 GY0477
 GY0477.The geoid height was determined by GEOID03.
 GY0477
 GY0477.The dynamic height is computed by dividing the NAVD 88
 GY0477.geopotential number by the normal gravity value computed on the
 GY0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0477.degrees latitude (g = 980.6199 gals.).
 GY0477
 GY0477.The modeled gravity was interpolated from observed gravity values.
 GY0477
 GY0477;                    North         East    Units  Estimated Accuracy
 GY0477;SPC KY1Z     - 1,149,390.    1,799,590.      MT  (+/- 180 meters Scaled)
 GY0477
 GY0477                          SUPERSEDED SURVEY CONTROL
 GY0477
 GY0477  NGVD 29 (??/??/92)  225.339  (m)          739.30   (f) ADJ UNCH    2 0
 GY0477
 GY0477.Superseded values are not recommended for survey control.
 GY0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0477.See file dsdata.txt to determine how the superseded data were derived.
 GY0477
 GY0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB804656(NAD 83)
 GY0477_MARKER: DB = BENCH MARK DISK
 GY0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0477_SP_SET: CULVERT
 GY0477_STAMPING: D 296 1952 739.300
 GY0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0477+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 GY0477
 GY0477  HISTORY     - Date     Condition        Report By
 GY0477  HISTORY     - 1952     MONUMENTED       CGS
 GY0477  HISTORY     - 1956     GOOD             NGS
 GY0477  HISTORY     - 20010627 GOOD             KYDT
 GY0477
 GY0477                          STATION DESCRIPTION
 GY0477
 GY0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0477'1 MI N FROM SIDNEY.
 GY0477'0.95 MILES NORTH ALONG STATE HIGHWAY 468 FROM THE JUNCTION OF
 GY0477'U.S. HIGHWAY 119 AND BEVINS SCHOOL AT SIDNEY, 0.35 MILE SOUTH OF
 GY0477'A CEMETERY, 19 FEET EAST OF THE CENTER LINE OF HIGHWAY, IN THE
 GY0477'TOP AND 2.5 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE
 GY0477'HEAD WALL OF AN 8-FOOT SKEW CONCRETE AND STONE BOX CULVERT FOR
 GY0477'SURKEY BRANCH, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.
 GY0477
 GY0477                          STATION RECOVERY (2001)
 GY0477
 GY0477'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0477'MARK IS ABOUT 4 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0715 ***********************************************************************
 GY0715  DESIGNATION -  D 297
 GY0715  PID         -  GY0715
 GY0715  STATE/COUNTY-  KY/PIKE
 GY0715  USGS QUAD   -  MILLARD (1978)
 GY0715
 GY0715                         *CURRENT SURVEY CONTROL
 GY0715  ___________________________________________________________________
 GY0715* NAD 83(1986)-  37 25 39.     (N)    082 24 53.     (W)     SCALED    
 GY0715* NAVD 88     -       218.378  (meters)     716.46   (feet)  ADJUSTED  
 GY0715  ___________________________________________________________________
 GY0715  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY0715  DYNAMIC HT  -         218.209 (meters)     715.91  (feet)  COMP
 GY0715  MODELED GRAV-     979,850.7   (mgal)                       NAVD 88
 GY0715
 GY0715  VERT ORDER  -  SECOND    CLASS 0
 GY0715
 GY0715.The horizontal coordinates were scaled from a topographic map and have
 GY0715.an estimated accuracy of +/- 6 seconds.
 GY0715
 GY0715.The orthometric height was determined by differential leveling
 GY0715.and adjusted by the National Geodetic Survey in June 1991..
 GY0715
 GY0715.The geoid height was determined by GEOID03.
 GY0715
 GY0715.The dynamic height is computed by dividing the NAVD 88
 GY0715.geopotential number by the normal gravity value computed on the
 GY0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0715.degrees latitude (g = 980.6199 gals.).
 GY0715
 GY0715.The modeled gravity was interpolated from observed gravity values.
 GY0715
 GY0715;                    North         East    Units  Estimated Accuracy
 GY0715;SPC KY1Z     - 1,126,710.    1,795,130.      MT  (+/- 180 meters Scaled)
 GY0715
 GY0715                          SUPERSEDED SURVEY CONTROL
 GY0715
 GY0715  NGVD 29 (??/??/92)  218.581  (m)          717.13   (f) ADJ UNCH    2 0
 GY0715
 GY0715.Superseded values are not recommended for survey control.
 GY0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0715.See file dsdata.txt to determine how the superseded data were derived.
 GY0715
 GY0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB748432(NAD 83)
 GY0715_MARKER: DB = BENCH MARK DISK
 GY0715_SETTING: 66 = SET IN ROCK OUTCROP
 GY0715_SP_SET: ROCK CUT
 GY0715_STAMPING: D 297 1952 717.128
 GY0715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0715+STABILITY: POSITION/ELEVATION WELL
 GY0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0715+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2002
 GY0715
 GY0715  HISTORY     - Date     Condition        Report By
 GY0715  HISTORY     - 1952     MONUMENTED       CGS
 GY0715  HISTORY     - 1956     GOOD             NGS
 GY0715  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY0715  HISTORY     - 20020724 GOOD             KYDT
 GY0715
 GY0715                          STATION DESCRIPTION
 GY0715
 GY0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0715'2.4 MI E FROM MILLARD.
 GY0715'2.4 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE JUNCTION OF STATE
 GY0715'HIGHWAY 80 AT MILLARD, 0.2 MILE SOUTHEAST OF CHESAPEAKE AND OHIO
 GY0715'MILE POST 3, SET VERTICALLY IN THE NORTHEAST FACE OF ROCK CUT,
 GY0715'21 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 98.5 FEET NORTHWEST
 GY0715'OF SOUTHWEST END OF AN 18-INCH PIPE CULVERT, 111 FEET SOUTHWEST
 GY0715'AND ACROSS HIGHWAY AND TRACK FROM TELEPHONE POLE NO. 88, 8 FEET
 GY0715'LOWER AND 10 FEET NORTHWEST OF A 4-INCH PINE TREE GROWING ON TOP
 GY0715'OF BANK AND ABOUT LEVEL OF HIGHWAY.
 GY0715
 GY0715                          STATION RECOVERY (1976)
 GY0715
 GY0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY0715'MARK NOT FOUND.
 GY0715
 GY0715                          STATION RECOVERY (2002)
 GY0715
 GY0715'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0715'MARK IS 165.8 FEET NORTHWEST OF NORTHWEST CORNER SOUTHWEST HEADWALL OF
 GY0715'LARGE CULVERT UNDER ROAD LEADING TO FISHTRAP LAKE DAM, 57.2 FEET
 GY0715'SOUTHWEST OF CENTERLINE OF ROAD, 22 FEET SOUTHWEST OF CENTER OF
 GY0715'CONCRETE DRAINAGE DITCH, 1 FOOT NORTH OF A USCE CARSONITE WITNESS
 GY0715'POST. THIS MARK APT TO BE COVERED BY SILTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0499 ***********************************************************************
 GY0499  DESIGNATION -  D 298
 GY0499  PID         -  GY0499
 GY0499  STATE/COUNTY-  KY/PIKE
 GY0499  USGS QUAD   -  BELFRY (1992)
 GY0499
 GY0499                         *CURRENT SURVEY CONTROL
 GY0499  ___________________________________________________________________
 GY0499* NAD 83(1986)-  37 32 23.     (N)    082 22 14.     (W)     SCALED    
 GY0499* NAVD 88     -       248.550  (meters)     815.45   (feet)  ADJUSTED  
 GY0499  ___________________________________________________________________
 GY0499  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GY0499  DYNAMIC HT  -         248.358 (meters)     814.82  (feet)  COMP
 GY0499  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 GY0499
 GY0499  VERT ORDER  -  SECOND    CLASS 0
 GY0499
 GY0499.The horizontal coordinates were scaled from a topographic map and have
 GY0499.an estimated accuracy of +/- 6 seconds.
 GY0499
 GY0499.The orthometric height was determined by differential leveling
 GY0499.and adjusted by the National Geodetic Survey in June 1991..
 GY0499
 GY0499.The geoid height was determined by GEOID03.
 GY0499
 GY0499.The dynamic height is computed by dividing the NAVD 88
 GY0499.geopotential number by the normal gravity value computed on the
 GY0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0499.degrees latitude (g = 980.6199 gals.).
 GY0499
 GY0499.The modeled gravity was interpolated from observed gravity values.
 GY0499
 GY0499;                    North         East    Units  Estimated Accuracy
 GY0499;SPC KY1Z     - 1,139,300.    1,798,580.      MT  (+/- 180 meters Scaled)
 GY0499
 GY0499                          SUPERSEDED SURVEY CONTROL
 GY0499
 GY0499  NGVD 29 (??/??/92)  248.753  (m)          816.12   (f) ADJ UNCH    2 0
 GY0499
 GY0499.Superseded values are not recommended for survey control.
 GY0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0499.See file dsdata.txt to determine how the superseded data were derived.
 GY0499
 GY0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB789556(NAD 83)
 GY0499_MARKER: DB = BENCH MARK DISK
 GY0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0499_SP_SET: CULVERT
 GY0499_STAMPING: D 298 1952 816.117
 GY0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0499
 GY0499  HISTORY     - Date     Condition        Report By
 GY0499  HISTORY     - 1952     MONUMENTED       CGS
 GY0499  HISTORY     - 1956     GOOD             NGS
 GY0499
 GY0499                          STATION DESCRIPTION
 GY0499
 GY0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0499'6.4 MI SE FROM META.
 GY0499'6.45 MILES SOUTHEAST ALONG STATE HIGHWAY 632 FROM THE JUNCTION
 GY0499'OF U.S. HIGHWAY 119 AT META, SET IN THE TOP OF THE WEST END OF THE
 GY0499'NORTH HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT FOR CANNONS
 GY0499'BRANCH, 17 FEET NORTH OF THE CENTER OF HIGHWAY, 66 FEET SOUTHEAST
 GY0499'OF THE SOUTHEAST CORNER OF A FARM HOUSE, ABOUT 1 FOOT ABOVE LEVEL
 GY0499'OF HIGHWAY.  NOTE-- MARK IS REACHED FROM THE SCHOOL AT KIMPER BY
 GY0499'GOING ABOUT 3.05 MILES NORTHWEST ALONG STATE HIGHWAY 632.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0741 ***********************************************************************
 GY0741  DESIGNATION -  D 299
 GY0741  PID         -  GY0741
 GY0741  STATE/COUNTY-  KY/PIKE
 GY0741  USGS QUAD   -  ELKHORN CITY (1978)
 GY0741
 GY0741                         *CURRENT SURVEY CONTROL
 GY0741  ___________________________________________________________________
 GY0741* NAD 83(1986)-  37 21 26.     (N)    082 17 51.     (W)     SCALED    
 GY0741* NAVD 88     -       411.857  (meters)    1351.23   (feet)  ADJUSTED  
 GY0741  ___________________________________________________________________
 GY0741  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GY0741  DYNAMIC HT  -         411.532 (meters)    1350.17  (feet)  COMP
 GY0741  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 GY0741
 GY0741  VERT ORDER  -  SECOND    CLASS 0
 GY0741
 GY0741.The horizontal coordinates were scaled from a topographic map and have
 GY0741.an estimated accuracy of +/- 6 seconds.
 GY0741
 GY0741.The orthometric height was determined by differential leveling
 GY0741.and adjusted by the National Geodetic Survey in June 1991..
 GY0741
 GY0741.The geoid height was determined by GEOID03.
 GY0741
 GY0741.The dynamic height is computed by dividing the NAVD 88
 GY0741.geopotential number by the normal gravity value computed on the
 GY0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0741.degrees latitude (g = 980.6199 gals.).
 GY0741
 GY0741.The modeled gravity was interpolated from observed gravity values.
 GY0741
 GY0741;                    North         East    Units  Estimated Accuracy
 GY0741;SPC KY1Z     - 1,119,290.    1,805,780.      MT  (+/- 180 meters Scaled)
 GY0741
 GY0741                          SUPERSEDED SURVEY CONTROL
 GY0741
 GY0741  NGVD 29 (??/??/92)  412.057  (m)         1351.89   (f) ADJ UNCH    2 0
 GY0741
 GY0741.Superseded values are not recommended for survey control.
 GY0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0741.See file dsdata.txt to determine how the superseded data were derived.
 GY0741
 GY0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB850352(NAD 83)
 GY0741_MARKER: DB = BENCH MARK DISK
 GY0741_SETTING: 66 = SET IN ROCK OUTCROP
 GY0741_SP_SET: ROCK CUT
 GY0741_STAMPING: D 299 1952 1351.890
 GY0741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0741+STABILITY: POSITION/ELEVATION WELL
 GY0741
 GY0741  HISTORY     - Date     Condition        Report By
 GY0741  HISTORY     - 1952     MONUMENTED       CGS
 GY0741  HISTORY     - 1956     GOOD             NGS
 GY0741
 GY0741                          STATION DESCRIPTION
 GY0741
 GY0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0741'6.4 MI NE FROM ELKHORN CITY.
 GY0741'0.65 MILE NORTHWEST ALONG STATE HIGHWAY 80 FROM THE CHESAPEAKE
 GY0741'AND OHIO RAILROAD STATION AT ELKHORN CITY, THENCE 5.8 MILES
 GY0741'NORTHEAST ALONG A GRAVEL ROAD, ABOUT 70 YARDS SOUTH OF A CURVE
 GY0741'WITH TANGENTS EXTENDING NORTHWEST AND SOUTH, SET VERTICALLY
 GY0741'IN THE EAST FACE OF ROCK CUT, 193 FEET SOUTH OF WEST END OF A
 GY0741'24-INCH PIPE CULVERT, 20 FEET WEST OF THE CENTER OF ROAD, 144
 GY0741'FEET NORTH OF WEST END OF 24-INCH PIPE CULVERT AND ABOUT 2 FEET
 GY0741'ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM THE POST OFFICE
 GY0741'AT LICK CREEK BY GOING 3.5 MILES SOUTH AND SOUTHWEST ALONG A
 GY0741'GRAVEL ROAD FOLLOWING LICK CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1198 ***********************************************************************
 HZ1198  DESIGNATION -  D 3
 HZ1198  PID         -  HZ1198
 HZ1198  STATE/COUNTY-  KY/SHELBY
 HZ1198  USGS QUAD   -  TAYLORSVILLE (1993)
 HZ1198
 HZ1198                         *CURRENT SURVEY CONTROL
 HZ1198  ___________________________________________________________________
 HZ1198* NAD 83(1986)-  38 07 18.     (N)    085 19 33.     (W)     SCALED    
 HZ1198* NAVD 88     -       205.070  (meters)     672.80   (feet)  ADJUSTED  
 HZ1198  ___________________________________________________________________
 HZ1198  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ1198  DYNAMIC HT  -         204.922 (meters)     672.31  (feet)  COMP
 HZ1198  MODELED GRAV-     979,905.8   (mgal)                       NAVD 88
 HZ1198
 HZ1198  VERT ORDER  -  SECOND    CLASS 0
 HZ1198
 HZ1198.The horizontal coordinates were scaled from a topographic map and have
 HZ1198.an estimated accuracy of +/- 6 seconds.
 HZ1198
 HZ1198.The orthometric height was determined by differential leveling
 HZ1198.and adjusted by the National Geodetic Survey in June 1991..
 HZ1198
 HZ1198.The geoid height was determined by GEOID03.
 HZ1198
 HZ1198.The dynamic height is computed by dividing the NAVD 88
 HZ1198.geopotential number by the normal gravity value computed on the
 HZ1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1198.degrees latitude (g = 980.6199 gals.).
 HZ1198
 HZ1198.The modeled gravity was interpolated from observed gravity values.
 HZ1198
 HZ1198;                    North         East    Units  Estimated Accuracy
 HZ1198;SPC KY1Z     - 1,198,560.    1,537,190.      MT  (+/- 180 meters Scaled)
 HZ1198
 HZ1198                          SUPERSEDED SURVEY CONTROL
 HZ1198
 HZ1198  NGVD 29 (??/??/92)  205.229  (m)          673.32   (f) ADJ UNCH    2 0
 HZ1198
 HZ1198.Superseded values are not recommended for survey control.
 HZ1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1198.See file dsdata.txt to determine how the superseded data were derived.
 HZ1198
 HZ1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH467206(NAD 83)
 HZ1198_MARKER: DD = SURVEY DISK
 HZ1198_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ1198_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ1198_STAMPING: D 3 1923 KY
 HZ1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1198
 HZ1198  HISTORY     - Date     Condition        Report By
 HZ1198  HISTORY     - 1923     MONUMENTED       USGS
 HZ1198  HISTORY     - 1935     GOOD             NGS
 HZ1198
 HZ1198                          STATION DESCRIPTION
 HZ1198
 HZ1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HZ1198'2.3 MI S FROM FINCHVILLE.
 HZ1198'2.3 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ1198'FROM THE STATION AT FINCHVILLE, SHELBY COUNTY, AT THE SIDING
 HZ1198'OF VEECH, 0.1 MILE SOUTH OF MILEPOST 40, 12 RAILS NORTH OF THE
 HZ1198'NORTH END OF BRIDGE 75, 10 RAILS SOUTH OF A SWITCH, 48 FEET
 HZ1198'WEST OF THE WEST RAIL OF THE MAIN TRACK, AND 37.9 FEET SOUTH
 HZ1198'OF A LARGE OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HZ1198'CAP, STAMPED D 3 1923 KY AND RIVETED ON THE TOP OF A 3-1/2
 HZ1198'INCH IRON PIPE PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0599 ***********************************************************************
 HZ0599  DESIGNATION -  D 30
 HZ0599  PID         -  HZ0599
 HZ0599  STATE/COUNTY-  KY/CARROLL
 HZ0599  USGS QUAD   -  SANDERS (1987)
 HZ0599
 HZ0599                         *CURRENT SURVEY CONTROL
 HZ0599  ___________________________________________________________________
 HZ0599* NAD 83(1986)-  38 39 19.     (N)    084 56 52.     (W)     SCALED    
 HZ0599* NAVD 88     -       148.058  (meters)     485.75   (feet)  ADJUSTED  
 HZ0599  ___________________________________________________________________
 HZ0599  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ0599  DYNAMIC HT  -         147.960 (meters)     485.43  (feet)  COMP
 HZ0599  MODELED GRAV-     979,966.2   (mgal)                       NAVD 88
 HZ0599
 HZ0599  VERT ORDER  -  SECOND    CLASS 0
 HZ0599
 HZ0599.The horizontal coordinates were scaled from a topographic map and have
 HZ0599.an estimated accuracy of +/- 6 seconds.
 HZ0599
 HZ0599.The orthometric height was determined by differential leveling
 HZ0599.and adjusted by the National Geodetic Survey in June 1991..
 HZ0599
 HZ0599.The geoid height was determined by GEOID03.
 HZ0599
 HZ0599.The dynamic height is computed by dividing the NAVD 88
 HZ0599.geopotential number by the normal gravity value computed on the
 HZ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0599.degrees latitude (g = 980.6199 gals.).
 HZ0599
 HZ0599.The modeled gravity was interpolated from observed gravity values.
 HZ0599
 HZ0599;                    North         East    Units  Estimated Accuracy
 HZ0599;SPC KY1Z     - 1,258,000.    1,569,830.      MT  (+/- 180 meters Scaled)
 HZ0599
 HZ0599                          SUPERSEDED SURVEY CONTROL
 HZ0599
 HZ0599  NGVD 29 (??/??/92)  148.252  (m)          486.39   (f) ADJ UNCH    2 0
 HZ0599
 HZ0599.Superseded values are not recommended for survey control.
 HZ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0599.See file dsdata.txt to determine how the superseded data were derived.
 HZ0599
 HZ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH785805(NAD 83)
 HZ0599_MARKER: DB = BENCH MARK DISK
 HZ0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0599_STAMPING: D 30 1934
 HZ0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0599+STABILITY: SURFACE MOTION
 HZ0599
 HZ0599  HISTORY     - Date     Condition        Report By
 HZ0599  HISTORY     - 1934     MONUMENTED       CGS
 HZ0599  HISTORY     - 1950     GOOD             NGS
 HZ0599
 HZ0599                          STATION DESCRIPTION
 HZ0599
 HZ0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ0599'AT SANDERS.
 HZ0599'AT SANDERS, CARROLL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HZ0599'RAILROAD, 30 FEET EAST OF THE EAST END OF THE STATION, 0.1 MILE
 HZ0599'NORTHWEST OF MILEPOST 61, AT A DIRT-ROAD CROSSING, 20.5 FEET NORTHWEST
 HZ0599'OF THE NORTHWEST RAIL, 17.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HZ0599'DIRT ROAD, AT THE SOUTHEAST CORNER OF AN IRON FENCE, AND ABOUT
 HZ0599'1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 30 1934
 HZ0599'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1347 ***********************************************************************
 GY1347  DESIGNATION -  D 300
 GY1347  PID         -  GY1347
 GY1347  STATE/COUNTY-  KY/FLOYD
 GY1347  USGS QUAD   -  LANCER (1992)
 GY1347
 GY1347                         *CURRENT SURVEY CONTROL
 GY1347  ___________________________________________________________________
 GY1347* NAD 83(1986)-  37 38 37.     (N)    082 42 15.     (W)     SCALED    
 GY1347* NAVD 88     -       196.877  (meters)     645.92   (feet)  ADJUSTED  
 GY1347  ___________________________________________________________________
 GY1347  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GY1347  DYNAMIC HT  -         196.728 (meters)     645.43  (feet)  COMP
 GY1347  MODELED GRAV-     979,870.0   (mgal)                       NAVD 88
 GY1347
 GY1347  VERT ORDER  -  SECOND    CLASS 0
 GY1347
 GY1347.The horizontal coordinates were scaled from a topographic map and have
 GY1347.an estimated accuracy of +/- 6 seconds.
 GY1347
 GY1347.The orthometric height was determined by differential leveling
 GY1347.and adjusted by the National Geodetic Survey in June 1991..
 GY1347
 GY1347.The geoid height was determined by GEOID03.
 GY1347
 GY1347.The dynamic height is computed by dividing the NAVD 88
 GY1347.geopotential number by the normal gravity value computed on the
 GY1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1347.degrees latitude (g = 980.6199 gals.).
 GY1347
 GY1347.The modeled gravity was interpolated from observed gravity values.
 GY1347
 GY1347;                    North         East    Units  Estimated Accuracy
 GY1347;SPC KY1Z     - 1,149,800.    1,768,740.      MT  (+/- 180 meters Scaled)
 GY1347
 GY1347                          SUPERSEDED SURVEY CONTROL
 GY1347
 GY1347  NGVD 29 (??/??/92)  197.078  (m)          646.58   (f) ADJ UNCH    2 0
 GY1347
 GY1347.Superseded values are not recommended for survey control.
 GY1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1347.See file dsdata.txt to determine how the superseded data were derived.
 GY1347
 GY1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB496676(NAD 83)
 GY1347_MARKER: DB = BENCH MARK DISK
 GY1347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1347_SP_SET: FOUNDATION
 GY1347_STAMPING: D 300 1952 646.580
 GY1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1347
 GY1347  HISTORY     - Date     Condition        Report By
 GY1347  HISTORY     - 1952     MONUMENTED       CGS
 GY1347  HISTORY     - 1956     POOR             NGS
 GY1347  HISTORY     - 1980     MARK NOT FOUND   DOD
 GY1347
 GY1347                          STATION DESCRIPTION
 GY1347
 GY1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1347'3.6 MI N FROM ALLEN.
 GY1347'3.6 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY1347'STATION AT ALLEN, 0.6 MILE NORTHWEST OF THE FLAG STATION AT EMMA,
 GY1347'140 YARDS EAST OF MILE POST 80, 149 FEET SOUTHEAST OF A PRIVATE
 GY1347'CROSSING LEADING SOUTH TO WHITE FRAME HOUSE, 141 FEET SOUTHEAST
 GY1347'ACROSS THE TRACK FROM THE SOUTHWEST CORNER OF SECTION TOOLHOUSE
 GY1347'284, 48 FEET SOUTH OF THE SOUTH RAIL, IN THE TOP OF THE NORTHWEST
 GY1347'CORNER OF AN 8-BY 13-FOOT ABANDONED CONCRETE FOUNDATION, 3
 GY1347'FEET SOUTH OF A FENCE LINE, ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 GY1347
 GY1347                          STATION RECOVERY (1980)
 GY1347
 GY1347'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1581 ***********************************************************************
 GY1581  DESIGNATION -  D 301
 GY1581  PID         -  GY1581
 GY1581  STATE/COUNTY-  KY/FLOYD
 GY1581  USGS QUAD   -  THOMAS (1992)
 GY1581
 GY1581                         *CURRENT SURVEY CONTROL
 GY1581  ___________________________________________________________________
 GY1581* NAD 83(1986)-  37 41 09.     (N)    082 35 44.     (W)     SCALED    
 GY1581* NAVD 88     -       206.560  (meters)     677.69   (feet)  ADJUSTED  
 GY1581  ___________________________________________________________________
 GY1581  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GY1581  DYNAMIC HT  -         206.407 (meters)     677.19  (feet)  COMP
 GY1581  MODELED GRAV-     979,882.8   (mgal)                       NAVD 88
 GY1581
 GY1581  VERT ORDER  -  SECOND    CLASS 0
 GY1581
 GY1581.The horizontal coordinates were scaled from a topographic map and have
 GY1581.an estimated accuracy of +/- 6 seconds.
 GY1581
 GY1581.The orthometric height was determined by differential leveling
 GY1581.and adjusted by the National Geodetic Survey in June 1991..
 GY1581
 GY1581.The geoid height was determined by GEOID03.
 GY1581
 GY1581.The dynamic height is computed by dividing the NAVD 88
 GY1581.geopotential number by the normal gravity value computed on the
 GY1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1581.degrees latitude (g = 980.6199 gals.).
 GY1581
 GY1581.The modeled gravity was interpolated from observed gravity values.
 GY1581
 GY1581;                    North         East    Units  Estimated Accuracy
 GY1581;SPC KY1Z     - 1,154,810.    1,778,160.      MT  (+/- 180 meters Scaled)
 GY1581
 GY1581                          SUPERSEDED SURVEY CONTROL
 GY1581
 GY1581  NGVD 29 (??/??/92)  206.768  (m)          678.37   (f) ADJ UNCH    2 0
 GY1581
 GY1581.Superseded values are not recommended for survey control.
 GY1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1581.See file dsdata.txt to determine how the superseded data were derived.
 GY1581
 GY1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB593721(NAD 83)
 GY1581_MARKER: DB = BENCH MARK DISK
 GY1581_SETTING: 66 = SET IN ROCK OUTCROP
 GY1581_SP_SET: ROCK OUT
 GY1581_STAMPING: D 301 1952 678.371
 GY1581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1581+STABILITY: POSITION/ELEVATION WELL
 GY1581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1581+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2001
 GY1581
 GY1581  HISTORY     - Date     Condition        Report By
 GY1581  HISTORY     - 1952     MONUMENTED       CGS
 GY1581  HISTORY     - 1956     GOOD             NGS
 GY1581  HISTORY     - 20010612 GOOD             KYDT
 GY1581
 GY1581                          STATION DESCRIPTION
 GY1581
 GY1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1581'0.6 MI W FROM THOMAS.
 GY1581'0.6 MILE WEST OF THE JUNCTION OF GRAVEL ROAD FOLLOWING JOHNS
 GY1581'CREEK, AND DIRT ROAD ALONG BRUSHY FORK AT THOMAS, AT THE WEST END
 GY1581'OF A ROCK CUT, AT JUNCTION OF ROAD NORTH, 22 FEET NORTHEAST OF
 GY1581'JUNCTION OF ROAD NORTH, 16 FEET NORTH OF THE CENTER OF ROAD,
 GY1581'16 FEET EAST OF CENTER OF ROAD NORTH, SET IN THE TOP OF A SMALL
 GY1581'SHELF ON EAST SIDE OF A SANDSTONE OUTCROP, 5 FEET EAST OF WEST
 GY1581'EDGE OF LEDGE AND ABOUT 2.5 FEET ABOVE LEVEL OF ROAD.
 GY1581
 GY1581                          STATION RECOVERY (2001)
 GY1581
 GY1581'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1376 ***********************************************************************
 GY1376  DESIGNATION -  D 302
 GY1376  PID         -  GY1376
 GY1376  STATE/COUNTY-  KY/JOHNSON
 GY1376  USGS QUAD   -  PAINTSVILLE (1992)
 GY1376
 GY1376                         *CURRENT SURVEY CONTROL
 GY1376  ___________________________________________________________________
 GY1376* NAD 83(1986)-  37 50 44.     (N)    082 45 25.     (W)     SCALED    
 GY1376* NAVD 88     -       185.161  (meters)     607.48   (feet)  ADJUSTED  
 GY1376  ___________________________________________________________________
 GY1376  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GY1376  DYNAMIC HT  -         185.022 (meters)     607.03  (feet)  COMP
 GY1376  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 GY1376
 GY1376  VERT ORDER  -  SECOND    CLASS 0
 GY1376
 GY1376.The horizontal coordinates were scaled from a topographic map and have
 GY1376.an estimated accuracy of +/- 6 seconds.
 GY1376
 GY1376.The orthometric height was determined by differential leveling
 GY1376.and adjusted by the National Geodetic Survey in June 1991..
 GY1376
 GY1376.The geoid height was determined by GEOID03.
 GY1376
 GY1376.The dynamic height is computed by dividing the NAVD 88
 GY1376.geopotential number by the normal gravity value computed on the
 GY1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1376.degrees latitude (g = 980.6199 gals.).
 GY1376
 GY1376.The modeled gravity was interpolated from observed gravity values.
 GY1376
 GY1376;                    North         East    Units  Estimated Accuracy
 GY1376;SPC KY1Z     - 1,172,050.    1,763,370.      MT  (+/- 180 meters Scaled)
 GY1376
 GY1376                          SUPERSEDED SURVEY CONTROL
 GY1376
 GY1376  NGVD 29 (??/??/92)  185.363  (m)          608.15   (f) ADJ UNCH    2 0
 GY1376
 GY1376.Superseded values are not recommended for survey control.
 GY1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1376.See file dsdata.txt to determine how the superseded data were derived.
 GY1376
 GY1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB454901(NAD 83)
 GY1376_MARKER: DB = BENCH MARK DISK
 GY1376_SETTING: 66 = SET IN ROCK OUTCROP
 GY1376_SP_SET: ROCK LEDGE
 GY1376_STAMPING: D 302 1952 608.145
 GY1376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1376+STABILITY: POSITION/ELEVATION WELL
 GY1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1376+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1997
 GY1376
 GY1376  HISTORY     - Date     Condition        Report By
 GY1376  HISTORY     - 1952     MONUMENTED       CGS
 GY1376  HISTORY     - 1955     GOOD             NGS
 GY1376  HISTORY     - 19970617 GOOD             KYDT
 GY1376
 GY1376                          STATION DESCRIPTION
 GY1376
 GY1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1376'0.2 MI E FROM TUTOR KEY.
 GY1376'0.2 MILE EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT TUTOR KEY,
 GY1376'0.25 MILE EAST OF THE JUNCTION OF A GRAVEL ROAD NORTH, 0.2 MILE
 GY1376'WEST OF THE TOP OF GRADE, 44 FEET EAST AND ACROSS A DIM TRAIL
 GY1376'LEADING NORTHWEST FROM THE NORTH END OF A 30 INCH PIPE CULVERT,
 GY1376'26 FEET NORTH OF THE CENTER OF ROAD, IN THE TOP OF A SANDSTONE
 GY1376'LEDGE PROJECTING OUT OF THE FOOT OF HILL, 10 FEET NORTH OF EAST
 GY1376'END OF A 24 INCH PIPE CULVERT UNDER THE DIM TRAIL, 16 FEET
 GY1376'NORTHEAST OF CENTER OF TRAIL, ABOUT 3.5 FEET ABOVE THE LEVEL
 GY1376'OF ROAD.
 GY1376
 GY1376                          STATION RECOVERY (1997)
 GY1376
 GY1376'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1376'MARK IS 40.5 FEET WEST OF SCBT POLE 147.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1676 ***********************************************************************
 GY1676  DESIGNATION -  D 304
 GY1676  PID         -  GY1676
 GY1676  STATE/COUNTY-  KY/LAWRENCE
 GY1676  USGS QUAD   -  RICHARDSON (1992)
 GY1676
 GY1676                         *CURRENT SURVEY CONTROL
 GY1676  ___________________________________________________________________
 GY1676* NAD 83(1986)-  37 54 19.     (N)    082 40 47.     (W)     SCALED    
 GY1676* NAVD 88     -       176.900  (meters)     580.38   (feet)  ADJUSTED  
 GY1676  ___________________________________________________________________
 GY1676  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GY1676  DYNAMIC HT  -         176.771 (meters)     579.96  (feet)  COMP
 GY1676  MODELED GRAV-     979,898.1   (mgal)                       NAVD 88
 GY1676
 GY1676  VERT ORDER  -  SECOND    CLASS 0
 GY1676
 GY1676.The horizontal coordinates were scaled from a topographic map and have
 GY1676.an estimated accuracy of +/- 6 seconds.
 GY1676
 GY1676.The orthometric height was determined by differential leveling
 GY1676.and adjusted by the National Geodetic Survey in June 1991..
 GY1676
 GY1676.The geoid height was determined by GEOID03.
 GY1676
 GY1676.The dynamic height is computed by dividing the NAVD 88
 GY1676.geopotential number by the normal gravity value computed on the
 GY1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1676.degrees latitude (g = 980.6199 gals.).
 GY1676
 GY1676.The modeled gravity was interpolated from observed gravity values.
 GY1676
 GY1676;                    North         East    Units  Estimated Accuracy
 GY1676;SPC KY1Z     - 1,178,900.    1,769,940.      MT  (+/- 180 meters Scaled)
 GY1676
 GY1676                          SUPERSEDED SURVEY CONTROL
 GY1676
 GY1676  NGVD 29 (??/??/92)  177.10   (m)          581.0    (f) COMPUTED    2 0
 GY1676
 GY1676.Superseded values are not recommended for survey control.
 GY1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1676.See file dsdata.txt to determine how the superseded data were derived.
 GY1676
 GY1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB523966(NAD 83)
 GY1676_MARKER: DB = BENCH MARK DISK
 GY1676_SETTING: 66 = SET IN ROCK OUTCROP
 GY1676_SP_SET: ROCK OUTCROP
 GY1676_STAMPING: D 304 1952 581.049
 GY1676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1676+STABILITY: POSITION/ELEVATION WELL
 GY1676
 GY1676  HISTORY     - Date     Condition        Report By
 GY1676  HISTORY     - 1952     MONUMENTED       CGS
 GY1676  HISTORY     - 1955     GOOD             NGS
 GY1676
 GY1676                          STATION DESCRIPTION
 GY1676
 GY1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1676'3.4 MI SE FROM LOWMANSVILLE.
 GY1676'3.3 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE JUNCTION OF U.S.
 GY1676'HIGHWAY 23 ABOUT 125 YARDS EAST OF THE SCHOOL AT LOWMANSVILLE,
 GY1676'THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD, 0.15 MILE EAST AND
 GY1676'0.15 MILE SOUTH OF THE LOST CREEK SCHOOL, ON THE LEFT BANK (WEST)
 GY1676'OF LEVISA FORK OF THE BIG SANDY RIVER, SET IN THE TOP OF A
 GY1676'LARGE PROMINENT OUTCROP OF ROCK, 114 FEET EAST OF THE CENTER OF
 GY1676'ROAD, 101 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE OWNED
 GY1676'BY WALTER DANIELS, 14 FEET NORTH OF A FOOT PATH LEADING TO
 GY1676'RIVER, ABOUT 12 FEET BELOW LEVEL OF ROAD.  NOTE-- MARK MAY BE
 GY1676'REACHED FROM PATRICK, LAWRENCE COUNTY, BY GOING ABOUT 2.2 MILES
 GY1676'SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILROAD TO A POINT
 GY1676'ABOUT 0.3 MILE NORTHEAST OF MILE POST 47, THENCE 0.2 MILE WEST
 GY1676'ALONG A FOOT PATH AND ACROSS LEVISA RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2177 ***********************************************************************
 GY2177  DESIGNATION -  D 305
 GY2177  PID         -  GY2177
 GY2177  STATE/COUNTY-  KY/PERRY
 GY2177  USGS QUAD   -  NOBLE (1976)
 GY2177
 GY2177                         *CURRENT SURVEY CONTROL
 GY2177  ___________________________________________________________________
 GY2177* NAD 83(1986)-  37 23 06.     (N)    083 08 00.     (W)     SCALED    
 GY2177* NAVD 88     -       271.411  (meters)     890.45   (feet)  ADJUSTED  
 GY2177  ___________________________________________________________________
 GY2177  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GY2177  DYNAMIC HT  -         271.198 (meters)     889.76  (feet)  COMP
 GY2177  MODELED GRAV-     979,838.8   (mgal)                       NAVD 88
 GY2177
 GY2177  VERT ORDER  -  SECOND    CLASS 0
 GY2177
 GY2177.The horizontal coordinates were scaled from a topographic map and have
 GY2177.an estimated accuracy of +/- 6 seconds.
 GY2177
 GY2177.The orthometric height was determined by differential leveling
 GY2177.and adjusted by the National Geodetic Survey in June 1991..
 GY2177
 GY2177.The geoid height was determined by GEOID03.
 GY2177
 GY2177.The dynamic height is computed by dividing the NAVD 88
 GY2177.geopotential number by the normal gravity value computed on the
 GY2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2177.degrees latitude (g = 980.6199 gals.).
 GY2177
 GY2177.The modeled gravity was interpolated from observed gravity values.
 GY2177
 GY2177;                    North         East    Units  Estimated Accuracy
 GY2177;SPC KY1Z     - 1,119,970.    1,731,690.      MT  (+/- 180 meters Scaled)
 GY2177
 GY2177                          SUPERSEDED SURVEY CONTROL
 GY2177
 GY2177  NGVD 29 (??/??/92)  271.575  (m)          890.99   (f) ADJ UNCH    2 0
 GY2177
 GY2177.Superseded values are not recommended for survey control.
 GY2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2177.See file dsdata.txt to determine how the superseded data were derived.
 GY2177
 GY2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB111397(NAD 83)
 GY2177_MARKER: DB = BENCH MARK DISK
 GY2177_SETTING: 66 = SET IN ROCK OUTCROP
 GY2177_SP_SET: ROCK CUT
 GY2177_STAMPING: D 305 1952 890.992
 GY2177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2177+STABILITY: POSITION/ELEVATION WELL
 GY2177
 GY2177  HISTORY     - Date     Condition        Report By
 GY2177  HISTORY     - 1952     MONUMENTED       CGS
 GY2177  HISTORY     - 1956     GOOD             NGS
 GY2177  HISTORY     - 19970211 POOR             KYDT
 GY2177
 GY2177                          STATION DESCRIPTION
 GY2177
 GY2177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2177'1.2 MI E FROM ARY.
 GY2177'1.15 MILES EAST ALONG A ROAD FOLLOWING BALLS FORK FROM THE
 GY2177'JUNCTION OF STATE HIGHWAY 15 AND HIGHWAY BRIDGE OVER BALLS FORK
 GY2177'AT ARY, 0.45 MILE EAST OF A 20-FOOT CULVERT FOR LICK BRANCH, SET
 GY2177'VERTICALLY ABOUT 4 1/2 FEET ABOVE BOTTOM OF DITCH IN THE
 GY2177'SOUTHWEST FACE OF A ROCK CUT, 16 FEET NORTHEAST OF CENTER OF
 GY2177'ROAD, 25 FEET NORTHWEST OF SOUTHEAST END OF CUT AND ABOUT 3 FEET
 GY2177'ABOVE LEVEL OF ROAD.
 GY2177
 GY2177                          STATION RECOVERY (1997)
 GY2177
 GY2177'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY2177'EDGES OF DISK HAVE BEEN PRIED UP SLIGHTLY, MARK SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2201 ***********************************************************************
 GY2201  DESIGNATION -  D 306
 GY2201  PID         -  GY2201
 GY2201  STATE/COUNTY-  KY/BREATHITT
 GY2201  USGS QUAD   -  VEST (1992)
 GY2201
 GY2201                         *CURRENT SURVEY CONTROL
 GY2201  ___________________________________________________________________
 GY2201* NAD 83(1986)-  37 29 13.     (N)    083 06 13.     (W)     SCALED    
 GY2201* NAVD 88     -       430.657  (meters)    1412.91   (feet)  ADJUSTED  
 GY2201  ___________________________________________________________________
 GY2201  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GY2201  DYNAMIC HT  -         430.323 (meters)    1411.82  (feet)  COMP
 GY2201  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 GY2201
 GY2201  VERT ORDER  -  SECOND    CLASS 0
 GY2201
 GY2201.The horizontal coordinates were scaled from a topographic map and have
 GY2201.an estimated accuracy of +/- 6 seconds.
 GY2201
 GY2201.The orthometric height was determined by differential leveling
 GY2201.and adjusted by the National Geodetic Survey in June 1991..
 GY2201
 GY2201.The geoid height was determined by GEOID03.
 GY2201
 GY2201.The dynamic height is computed by dividing the NAVD 88
 GY2201.geopotential number by the normal gravity value computed on the
 GY2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2201.degrees latitude (g = 980.6199 gals.).
 GY2201
 GY2201.The modeled gravity was interpolated from observed gravity values.
 GY2201
 GY2201;                    North         East    Units  Estimated Accuracy
 GY2201;SPC KY1Z     - 1,131,350.    1,734,000.      MT  (+/- 180 meters Scaled)
 GY2201
 GY2201                          SUPERSEDED SURVEY CONTROL
 GY2201
 GY2201  NGVD 29 (??/??/92)  430.821  (m)         1413.45   (f) ADJ UNCH    2 0
 GY2201
 GY2201.Superseded values are not recommended for survey control.
 GY2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2201.See file dsdata.txt to determine how the superseded data were derived.
 GY2201
 GY2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB140509(NAD 83)
 GY2201_MARKER: DB = BENCH MARK DISK
 GY2201_SETTING: 66 = SET IN ROCK OUTCROP
 GY2201_SP_SET: ROCK OUTCROP
 GY2201_STAMPING: D 306 1952 1413.452
 GY2201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2201+STABILITY: POSITION/ELEVATION WELL
 GY2201
 GY2201  HISTORY     - Date     Condition        Report By
 GY2201  HISTORY     - 1952     MONUMENTED       CGS
 GY2201  HISTORY     - 1956     POOR             NGS
 GY2201
 GY2201                          STATION DESCRIPTION
 GY2201
 GY2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2201'2 MI SW FROM DECOY.
 GY2201'0.3 MILE SOUTH ALONG ROAD FOLLOWING LAUREL FORK FROM THE SCHOOL
 GY2201'AT DECOY, THENCE SOUTHWEST ALONG ROAD THAT FORDS LAUREL FORK
 GY2201'AND UP GRADE FOR 1.65 MILES, 0.45 MILE NORTHEAST OF THE TOP OF
 GY2201'A GRADE, WITH SMALL COAL MINE SHAFT, 182 YARDS EAST OF THE TOP
 GY2201'OF HIGHEST GRADE, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 GY2201'5-FOOT HIGH ROCK OUTCROP PROJECTING OUT OF ROAD BANK, 13 FEET
 GY2201'NORTHWEST OF THE CENTER OF ROAD, 2.5 FEET NORTHEAST OF WEST
 GY2201'CORNER OF ROCK AND 1.5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2213 ***********************************************************************
 GY2213  DESIGNATION -  D 307
 GY2213  PID         -  GY2213
 GY2213  STATE/COUNTY-  KY/KNOTT
 GY2213  USGS QUAD   -  VEST (1992)
 GY2213
 GY2213                         *CURRENT SURVEY CONTROL
 GY2213  ___________________________________________________________________
 GY2213* NAD 83(1986)-  37 23 52.     (N)    083 00 30.     (W)     SCALED    
 GY2213* NAVD 88     -       326.808  (meters)    1072.20   (feet)  ADJUSTED  
 GY2213  ___________________________________________________________________
 GY2213  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GY2213  DYNAMIC HT  -         326.549 (meters)    1071.35  (feet)  COMP
 GY2213  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 GY2213
 GY2213  VERT ORDER  -  SECOND    CLASS 0
 GY2213
 GY2213.The horizontal coordinates were scaled from a topographic map and have
 GY2213.an estimated accuracy of +/- 6 seconds.
 GY2213
 GY2213.The orthometric height was determined by differential leveling
 GY2213.and adjusted by the National Geodetic Survey in June 1991..
 GY2213
 GY2213.The geoid height was determined by GEOID03.
 GY2213
 GY2213.The dynamic height is computed by dividing the NAVD 88
 GY2213.geopotential number by the normal gravity value computed on the
 GY2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2213.degrees latitude (g = 980.6199 gals.).
 GY2213
 GY2213.The modeled gravity was interpolated from observed gravity values.
 GY2213
 GY2213;                    North         East    Units  Estimated Accuracy
 GY2213;SPC KY1Z     - 1,121,700.    1,742,710.      MT  (+/- 180 meters Scaled)
 GY2213
 GY2213                          SUPERSEDED SURVEY CONTROL
 GY2213
 GY2213  NGVD 29 (??/??/92)  326.969  (m)         1072.73   (f) ADJ UNCH    2 0
 GY2213
 GY2213.Superseded values are not recommended for survey control.
 GY2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2213.See file dsdata.txt to determine how the superseded data were derived.
 GY2213
 GY2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB222408(NAD 83)
 GY2213_MARKER: DB = BENCH MARK DISK
 GY2213_SETTING: 66 = SET IN ROCK OUTCROP
 GY2213_SP_SET: ROCK CUT
 GY2213_STAMPING: D 307 1952 1072.731
 GY2213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2213+STABILITY: POSITION/ELEVATION WELL
 GY2213
 GY2213  HISTORY     - Date     Condition        Report By
 GY2213  HISTORY     - 1952     MONUMENTED       CGS
 GY2213  HISTORY     - 1956     GOOD             NGS
 GY2213  HISTORY     - 19970211 MARK NOT FOUND   KYDT
 GY2213
 GY2213                          STATION DESCRIPTION
 GY2213
 GY2213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2213'0.2 MI W FROM VEST.
 GY2213'0.15 MILE WEST ALONG ROAD FOLLOWING BALLS FORK FROM THE JUNCTION
 GY2213'OF A GRAVEL ROAD SOUTH AND THE POST OFFICE AT VEST, 20 YARDS
 GY2213'NORTHWEST OF THE CROSSING OF A SMALL DRY WASH, 33 FEET NORTH
 GY2213'NORTHWEST OF THE NORTHWEST CORNER OF A MACHINE SHED, SET
 GY2213'VERTICALLY IN THE SOUTHWEST FACE OF THE TOP ONE OF TWO 2-FOOT
 GY2213'LAYERS OF IN A CUT, 12 FEET NORTHEAST OF THE CENTER OF ROAD
 GY2213'AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 GY2213
 GY2213                          STATION RECOVERY (1997)
 GY2213
 GY2213'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY2213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2196 ***********************************************************************
 GY2196  DESIGNATION -  D 308
 GY2196  PID         -  GY2196
 GY2196  STATE/COUNTY-  KY/KNOTT
 GY2196  USGS QUAD   -  VEST (1992)
 GY2196
 GY2196                         *CURRENT SURVEY CONTROL
 GY2196  ___________________________________________________________________
 GY2196* NAD 83(1986)-  37 29 26.     (N)    083 05 17.     (W)     SCALED    
 GY2196* NAVD 88     -       280.309  (meters)     919.65   (feet)  ADJUSTED  
 GY2196  ___________________________________________________________________
 GY2196  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GY2196  DYNAMIC HT  -         280.090 (meters)     918.93  (feet)  COMP
 GY2196  MODELED GRAV-     979,841.5   (mgal)                       NAVD 88
 GY2196
 GY2196  VERT ORDER  -  SECOND    CLASS 0
 GY2196
 GY2196.The horizontal coordinates were scaled from a topographic map and have
 GY2196.an estimated accuracy of +/- 6 seconds.
 GY2196
 GY2196.The orthometric height was determined by differential leveling
 GY2196.and adjusted by the National Geodetic Survey in June 1991..
 GY2196
 GY2196.The geoid height was determined by GEOID03.
 GY2196
 GY2196.The dynamic height is computed by dividing the NAVD 88
 GY2196.geopotential number by the normal gravity value computed on the
 GY2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2196.degrees latitude (g = 980.6199 gals.).
 GY2196
 GY2196.The modeled gravity was interpolated from observed gravity values.
 GY2196
 GY2196;                    North         East    Units  Estimated Accuracy
 GY2196;SPC KY1Z     - 1,131,790.    1,735,360.      MT  (+/- 180 meters Scaled)
 GY2196
 GY2196                          SUPERSEDED SURVEY CONTROL
 GY2196
 GY2196  NGVD 29 (??/??/92)  280.468  (m)          920.17   (f) ADJ UNCH    2 0
 GY2196
 GY2196.Superseded values are not recommended for survey control.
 GY2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2196.See file dsdata.txt to determine how the superseded data were derived.
 GY2196
 GY2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB154513(NAD 83)
 GY2196_MARKER: DB = BENCH MARK DISK
 GY2196_SETTING: 66 = SET IN ROCK OUTCROP
 GY2196_SP_SET: ROCK CLIFF
 GY2196_STAMPING: D 308 1952 920.169
 GY2196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2196+STABILITY: POSITION/ELEVATION WELL
 GY2196
 GY2196  HISTORY     - Date     Condition        Report By
 GY2196  HISTORY     - 1952     MONUMENTED       CGS
 GY2196  HISTORY     - 1956     GOOD             NGS
 GY2196  HISTORY     - 1978     GOOD             LOCENG
 GY2196
 GY2196                          STATION DESCRIPTION
 GY2196
 GY2196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2196'0.8 MI S FROM DECOY.
 GY2196'0.85 MILE SOUTH ALONG ROUGH ROAD FOLLOWING LAUREL FORK OF QUICKSAND
 GY2196'CREEK FROM SCHOOL AT DECOY, ABOUT 0.55 MILE SOUTH OF JUNCTION OF
 GY2196'ROAD WEST AND SOUTHWEST TO NOBLE AND STATE HIGHWAY 15, 0.4 MILE
 GY2196'SOUTH OF CROSSING OF SHEPHARD BRANCH, SET VERTICAL IN THE WEST
 GY2196'FACE OF AN 8-FOOT HIGH ROCK CLIFF, 7 FEET EAST OF CENTER OF ROAD
 GY2196'AT A POINT WHERE ROAD IS ABOUT 30 FEET ABOVE CREEK, 4 FEET SOUTH OF
 GY2196'NORTH END OF THE EXPOSED PART OF CLIFF AND ABOUT 3 FEET ABOVE LEVEL
 GY2196'OF ROAD.
 GY2196
 GY2196                          STATION RECOVERY (1978)
 GY2196
 GY2196'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 GY2196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2252 ***********************************************************************
 GY2252  DESIGNATION -  D 309
 GY2252  PID         -  GY2252
 GY2252  STATE/COUNTY-  KY/KNOTT
 GY2252  USGS QUAD   -  CARRIE (1992)
 GY2252
 GY2252                         *CURRENT SURVEY CONTROL
 GY2252  ___________________________________________________________________
 GY2252* NAD 83(1986)-  37 18 32.     (N)    083 04 38.     (W)     SCALED    
 GY2252* NAVD 88     -       312.479  (meters)    1025.19   (feet)  ADJUSTED  
 GY2252  ___________________________________________________________________
 GY2252  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY2252  DYNAMIC HT  -         312.230 (meters)    1024.37  (feet)  COMP
 GY2252  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 GY2252
 GY2252  VERT ORDER  -  SECOND    CLASS 0
 GY2252
 GY2252.The horizontal coordinates were scaled from a topographic map and have
 GY2252.an estimated accuracy of +/- 6 seconds.
 GY2252
 GY2252.The orthometric height was determined by differential leveling
 GY2252.and adjusted by the National Geodetic Survey in June 1991..
 GY2252
 GY2252.The geoid height was determined by GEOID03.
 GY2252
 GY2252.The dynamic height is computed by dividing the NAVD 88
 GY2252.geopotential number by the normal gravity value computed on the
 GY2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2252.degrees latitude (g = 980.6199 gals.).
 GY2252
 GY2252.The modeled gravity was interpolated from observed gravity values.
 GY2252
 GY2252;                    North         East    Units  Estimated Accuracy
 GY2252;SPC KY1Z     - 1,111,660.    1,736,900.      MT  (+/- 180 meters Scaled)
 GY2252
 GY2252                          SUPERSEDED SURVEY CONTROL
 GY2252
 GY2252  NGVD 29 (??/??/92)  312.641  (m)         1025.72   (f) ADJ UNCH    2 0
 GY2252
 GY2252.Superseded values are not recommended for survey control.
 GY2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2252.See file dsdata.txt to determine how the superseded data were derived.
 GY2252
 GY2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB159311(NAD 83)
 GY2252_MARKER: DB = BENCH MARK DISK
 GY2252_SETTING: 66 = SET IN ROCK OUTCROP
 GY2252_SP_SET: ROCK CUT
 GY2252_STAMPING: D 309 1952 1025.723
 GY2252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2252+STABILITY: POSITION/ELEVATION WELL
 GY2252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2252+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1996
 GY2252
 GY2252  HISTORY     - Date     Condition        Report By
 GY2252  HISTORY     - 1952     MONUMENTED       CGS
 GY2252  HISTORY     - 1956     GOOD             NGS
 GY2252  HISTORY     - 19960611 GOOD             KYDT
 GY2252
 GY2252                          STATION DESCRIPTION
 GY2252
 GY2252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2252'2.9 MI SE FROM FISTY.
 GY2252'2.9 MILES SOUTH AND SOUTHEAST ALONG CLEAR CREEK ROAD FROM POST
 GY2252'OFFICE AND JUNCTION OF STATE HIGHWAY 80 AT FISTY, 0.1 MILE
 GY2252'WEST OF CLEAR CREEK SCHOOL, ABOUT 64 YARDS WEST OF CENTER OF
 GY2252'A WOODEN PLANK BRIDGE OVER CONFLUENCE OF CLEAR CREEK AND DICKS
 GY2252'FORK, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, 14 FEET
 GY2252'NORTH OF CENTER OF ROAD, 60 YARDS WEST OF EAST END OF CUT, 95
 GY2252'YARDS EAST OF WEST END OF CUT AND ABOUT 4.5 FEET ABOVE LEVEL
 GY2252'OF ROAD.
 GY2252
 GY2252                          STATION RECOVERY (1996)
 GY2252
 GY2252'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2252'KY 80 NOW KY 550, CLEAR CREEK ROAD NOW KY 721, MARK IS ABOUT 12 YARDS
 GY2252'EAST OF CONCRETE POST MARKED 0+00 BEG RS 60-198-4 AND 1 FOOT EAST OF A
 GY2252'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1082 ***********************************************************************
 HZ1082  DESIGNATION -  D 31
 HZ1082  PID         -  HZ1082
 HZ1082  STATE/COUNTY-  KY/OLDHAM
 HZ1082  USGS QUAD   -  LA GRANGE (1993)
 HZ1082
 HZ1082                         *CURRENT SURVEY CONTROL
 HZ1082  ___________________________________________________________________
 HZ1082* NAD 83(1986)-  38 28 44.     (N)    085 28 31.     (W)     SCALED    
 HZ1082* NAVD 88     -       147.932  (meters)     485.34   (feet)  ADJUSTED  
 HZ1082  ___________________________________________________________________
 HZ1082  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HZ1082  DYNAMIC HT  -         147.833 (meters)     485.02  (feet)  COMP
 HZ1082  MODELED GRAV-     979,954.5   (mgal)                       NAVD 88
 HZ1082
 HZ1082  VERT ORDER  -  FIRST     CLASS II
 HZ1082
 HZ1082.The horizontal coordinates were scaled from a topographic map and have
 HZ1082.an estimated accuracy of +/- 6 seconds.
 HZ1082
 HZ1082.The orthometric height was determined by differential leveling
 HZ1082.and adjusted by the National Geodetic Survey in June 1991..
 HZ1082
 HZ1082.The geoid height was determined by GEOID03.
 HZ1082
 HZ1082.The dynamic height is computed by dividing the NAVD 88
 HZ1082.geopotential number by the normal gravity value computed on the
 HZ1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1082.degrees latitude (g = 980.6199 gals.).
 HZ1082
 HZ1082.The modeled gravity was interpolated from observed gravity values.
 HZ1082
 HZ1082;                    North         East    Units  Estimated Accuracy
 HZ1082;SPC KY1Z     - 1,238,160.    1,523,970.      MT  (+/- 180 meters Scaled)
 HZ1082
 HZ1082                          SUPERSEDED SURVEY CONTROL
 HZ1082
 HZ1082  NGVD 29 (??/??/92)  148.094  (m)          485.87   (f) ADJ UNCH    1 2
 HZ1082
 HZ1082.Superseded values are not recommended for survey control.
 HZ1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1082.See file dsdata.txt to determine how the superseded data were derived.
 HZ1082
 HZ1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH329600(NAD 83)
 HZ1082_MARKER: DB = BENCH MARK DISK
 HZ1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1082_STAMPING: D 31 1934
 HZ1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1082+STABILITY: SURFACE MOTION
 HZ1082
 HZ1082  HISTORY     - Date     Condition        Report By
 HZ1082  HISTORY     - 1934     MONUMENTED       CGS
 HZ1082  HISTORY     - 1954     GOOD             NGS
 HZ1082  HISTORY     - 1961     GOOD             NGS
 HZ1082  HISTORY     - 1979     GOOD             DOD
 HZ1082
 HZ1082                          STATION DESCRIPTION
 HZ1082
 HZ1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1082'AT WESTPORT.
 HZ1082'AT WESTPORT, ALONG STATE HIGHWAY 1015, AT UNION CHURCH
 HZ1082'(BRICK BUILDING), 96 FEET NORTH OF CENTER LINE OF HIGHWAY, 2
 HZ1082'FEET EAST OF SOUTHEAST CORNER OF CHURCH AND IN LINE WITH
 HZ1082'EXTENDED SOUTH FACE OF BUILDING, ABOUT LEVEL WITH HIGHWAY AND
 HZ1082'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HZ1082
 HZ1082                          STATION RECOVERY (1961)
 HZ1082
 HZ1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HZ1082'RECOVERED IN GOOD CONDITION.
 HZ1082
 HZ1082                          STATION RECOVERY (1979)
 HZ1082
 HZ1082'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 HZ1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0949 ***********************************************************************
 HY0949  DESIGNATION -  D 310 RESET 1957
 HY0949  PID         -  HY0949
 HY0949  STATE/COUNTY-  KY/LAWRENCE
 HY0949  USGS QUAD   -  LOUISA (1993)
 HY0949
 HY0949                         *CURRENT SURVEY CONTROL
 HY0949  ___________________________________________________________________
 HY0949* NAD 83(1986)-  38 00 42.     (N)    082 35 35.     (W)     SCALED    
 HY0949* NAVD 88     -       178.41   (meters)     585.3    (feet)  RESET     
 HY0949  ___________________________________________________________________
 HY0949  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HY0949
 HY0949  VERT ORDER  -  THIRD
 HY0949
 HY0949.The horizontal coordinates were scaled from a topographic map and have
 HY0949.an estimated accuracy of +/- 6 seconds.
 HY0949
 HY0949.The orthometric height was computed from unverified reset data.
 HY0949.No vertical observational check was made to the station.
 HY0949
 HY0949.The geoid height was determined by GEOID03.
 HY0949
 HY0949;                    North         East    Units  Estimated Accuracy
 HY0949;SPC KY1Z     - 1,190,950.    1,777,160.      MT  (+/- 180 meters Scaled)
 HY0949
 HY0949                          SUPERSEDED SURVEY CONTROL
 HY0949
 HY0949  NGVD 29 (??/??/??)   59.53   (m)          195.3    (f) RESET       3  
 HY0949
 HY0949.Superseded values are not recommended for survey control.
 HY0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0949.See file dsdata.txt to determine how the superseded data were derived.
 HY0949
 HY0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC601083(NAD 83)
 HY0949_MARKER: DB = BENCH MARK DISK
 HY0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0949_STAMPING: D 310 RESET 1957 586.042
 HY0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0949+STABILITY: SURFACE MOTION
 HY0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0949+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 HY0949
 HY0949  HISTORY     - Date     Condition        Report By
 HY0949  HISTORY     - 1957     MONUMENTED       CGS
 HY0949  HISTORY     - 1957     GOOD             NGS
 HY0949  HISTORY     - 19960729 GOOD             KYDT
 HY0949
 HY0949                          STATION DESCRIPTION
 HY0949
 HY0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0949'2.4 MI SE FROM CHAPMAN.
 HY0949'0.55 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 HY0949'STATION AT CHAPMAN, THENCE 0.55 MILE EAST AND NORTHEAST ALONG
 HY0949'A GRAVEL ROAD, THENCE 1.2 MILES SOUTHEAST AND EAST ALONG A GRAVEL
 HY0949'ROAD, THENCE ABOUT 0.1 MILE SOUTHEAST ALONG A GRAVEL ROAD,
 HY0949'ABOUT 110 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK
 HY0949'HOUSE AND ON THE SOUTH BANK OF A DRY WASH, 63.0 FEET SOUTHEAST
 HY0949'AND ACROSS WASH FROM CENTER OF A DRIVE EAST TO THE BRICK HOUSE,
 HY0949'71.5 FEET SOUTHWEST AND ACROSS DRIVE EAST FROM A 3 FOOT ELM
 HY0949'TREE, 44.8 FEET EAST OF THE CENTERLINE OF NEW ROAD, 34 FEET
 HY0949'EAST SOUTHEAST OF THE EAST END OF A 48-INCH PIPE CULVERT THAT
 HY0949'IS TO REPLACE THE OLD CULVERT, ABOUT 1 FOOT BELOW THE LEVEL
 HY0949'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 HY0949
 HY0949                          STATION RECOVERY (1996)
 HY0949
 HY0949'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 HY0949'34.3 FEET NORTHWEST OF A 12 INCH ELM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1732 ***********************************************************************
 GY1732  DESIGNATION -  D 311
 GY1732  PID         -  GY1732
 GY1732  STATE/COUNTY-  KY/MARTIN
 GY1732  USGS QUAD   -  MILO (1992)
 GY1732
 GY1732                         *CURRENT SURVEY CONTROL
 GY1732  ___________________________________________________________________
 GY1732* NAD 83(1986)-  37 56 48.     (N)    082 32 18.     (W)     SCALED    
 GY1732* NAVD 88     -       197.657  (meters)     648.48   (feet)  ADJUSTED  
 GY1732  ___________________________________________________________________
 GY1732  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GY1732  DYNAMIC HT  -         197.515 (meters)     648.01  (feet)  COMP
 GY1732  MODELED GRAV-     979,904.6   (mgal)                       NAVD 88
 GY1732
 GY1732  VERT ORDER  -  SECOND    CLASS 0
 GY1732
 GY1732.The horizontal coordinates were scaled from a topographic map and have
 GY1732.an estimated accuracy of +/- 6 seconds.
 GY1732
 GY1732.The orthometric height was determined by differential leveling
 GY1732.and adjusted by the National Geodetic Survey in June 1991..
 GY1732
 GY1732.The geoid height was determined by GEOID03.
 GY1732
 GY1732.The dynamic height is computed by dividing the NAVD 88
 GY1732.geopotential number by the normal gravity value computed on the
 GY1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1732.degrees latitude (g = 980.6199 gals.).
 GY1732
 GY1732.The modeled gravity was interpolated from observed gravity values.
 GY1732
 GY1732;                    North         East    Units  Estimated Accuracy
 GY1732;SPC KY1Z     - 1,183,910.    1,782,210.      MT  (+/- 180 meters Scaled)
 GY1732
 GY1732                          SUPERSEDED SURVEY CONTROL
 GY1732
 GY1732  NGVD 29 (??/??/92)  197.88   (m)          649.2    (f) COMPUTED    2 0
 GY1732
 GY1732.Superseded values are not recommended for survey control.
 GY1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1732.See file dsdata.txt to determine how the superseded data were derived.
 GY1732
 GY1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC648010(NAD 83)
 GY1732_MARKER: DB = BENCH MARK DISK
 GY1732_SETTING: 66 = SET IN ROCK OUTCROP
 GY1732_SP_SET: ROCK CUT
 GY1732_STAMPING: D 311 1952 649.192
 GY1732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1732+STABILITY: POSITION/ELEVATION WELL
 GY1732
 GY1732  HISTORY     - Date     Condition        Report By
 GY1732  HISTORY     - 1952     MONUMENTED       CGS
 GY1732  HISTORY     - 1955     GOOD             NGS
 GY1732
 GY1732                          STATION DESCRIPTION
 GY1732
 GY1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1732'8 MI N FROM INEZ.
 GY1732'8.05 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 GY1732'STATE HIGHWAY 40 AT INEZ, 6.65 MILES SOUTH ALONG STATE HIGHWAY 3
 GY1732'FROM THE SCHOOL AT CLIFFORD, 1.05 MILES NORTH OF THE POST OFFICE
 GY1732'AT JOB, 0.2 MILE SOUTHEAST OF LAUREL SCHOOL, 296 FEET EAST OF A
 GY1732'SMALL COAL TIPPLE NORTH OF HIGHWAY, 23.5 FEET WEST OF THE WEST
 GY1732'END OF THE NORTH HEAD WALL OF A 24-INCH PIPE CULVERT, 18 FEET
 GY1732'NORTH OF THE CENTER LINE OF HIGHWAY, IN THE TOP OF A 4-INCH SHELF
 GY1732'IN A ROCK CUT, 1.5 FEET ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0535 ***********************************************************************
 GY0535  DESIGNATION -  D 312
 GY0535  PID         -  GY0535
 GY0535  STATE/COUNTY-  KY/MARTIN
 GY0535  USGS QUAD   -  WEBB (1989)
 GY0535
 GY0535                         *CURRENT SURVEY CONTROL
 GY0535  ___________________________________________________________________
 GY0535* NAD 83(1986)-  37 53 58.     (N)    082 29 19.     (W)     SCALED    
 GY0535* NAVD 88     -       190.615  (meters)     625.38   (feet)  ADJUSTED  
 GY0535  ___________________________________________________________________
 GY0535  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GY0535  DYNAMIC HT  -         190.475 (meters)     624.92  (feet)  COMP
 GY0535  MODELED GRAV-     979,892.9   (mgal)                       NAVD 88
 GY0535
 GY0535  VERT ORDER  -  SECOND    CLASS 0
 GY0535
 GY0535.The horizontal coordinates were scaled from a topographic map and have
 GY0535.an estimated accuracy of +/- 6 seconds.
 GY0535
 GY0535.The orthometric height was determined by differential leveling
 GY0535.and adjusted by the National Geodetic Survey in June 1991..
 GY0535
 GY0535.The geoid height was determined by GEOID03.
 GY0535
 GY0535.The dynamic height is computed by dividing the NAVD 88
 GY0535.geopotential number by the normal gravity value computed on the
 GY0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0535.degrees latitude (g = 980.6199 gals.).
 GY0535
 GY0535.The modeled gravity was interpolated from observed gravity values.
 GY0535
 GY0535;                    North         East    Units  Estimated Accuracy
 GY0535;SPC KY1Z     - 1,178,820.    1,786,760.      MT  (+/- 180 meters Scaled)
 GY0535
 GY0535                          SUPERSEDED SURVEY CONTROL
 GY0535
 GY0535  NGVD 29 (??/??/92)  190.832  (m)          626.09   (f) ADJ UNCH    2 0
 GY0535
 GY0535.Superseded values are not recommended for survey control.
 GY0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0535.See file dsdata.txt to determine how the superseded data were derived.
 GY0535
 GY0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB691957(NAD 83)
 GY0535_MARKER: DB = BENCH MARK DISK
 GY0535_SETTING: 66 = SET IN ROCK OUTCROP
 GY0535_SP_SET: ROCK LEDGE
 GY0535_STAMPING: D 312 1952 626.088
 GY0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0535+STABILITY: POSITION/ELEVATION WELL
 GY0535
 GY0535  HISTORY     - Date     Condition        Report By
 GY0535  HISTORY     - 1952     MONUMENTED       CGS
 GY0535  HISTORY     - 1955     GOOD             NGS
 GY0535
 GY0535                          STATION DESCRIPTION
 GY0535
 GY0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY0535'4.7 MI NE FROM INEZ.
 GY0535'0.65 MILE EAST ALONG STATE HIGHWAY 40 FROM THE COURT HOUSE AT
 GY0535'INEZ, THENCE NORTHEAST 4.05 MILES ALONG GRAVEL ROAD, 0.5 MILE
 GY0535'SOUTHWEST OF TURKEY CREEK CHURCH OF THE NAZARENE, 1.0 MILE
 GY0535'NORTHEAST OF UPPER TURKEY CREEK SCHOOL, 107 YARDS SOUTH OF THE
 GY0535'NORTH END OF A CUT, 50 YARDS NORTH OF A SMALL GRADE, 99 FEET
 GY0535'NORTH OF THE SOUTH END OF CUT, 21 FEET EAST OF THE CENTER OF
 GY0535'ROAD, IN THE TOP OF A SMALL SHELF IN ROCK CUT AND DIRECTLY ABOVE
 GY0535'A DRILL MARK IN THE BOTTOM LEDGE OF ROCK LEFT BY THE BLASTING
 GY0535'FOR THE ROAD, 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1615 ***********************************************************************
 GY1615  DESIGNATION -  D 313
 GY1615  PID         -  GY1615
 GY1615  STATE/COUNTY-  KY/MARTIN
 GY1615  USGS QUAD   -  THOMAS (1992)
 GY1615
 GY1615                         *CURRENT SURVEY CONTROL
 GY1615  ___________________________________________________________________
 GY1615* NAD 83(1986)-  37 44 10.     (N)    082 34 08.     (W)     SCALED    
 GY1615* NAVD 88     -       225.073  (meters)     738.43   (feet)  ADJUSTED  
 GY1615  ___________________________________________________________________
 GY1615  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GY1615  DYNAMIC HT  -         224.907 (meters)     737.88  (feet)  COMP
 GY1615  MODELED GRAV-     979,887.2   (mgal)                       NAVD 88
 GY1615
 GY1615  VERT ORDER  -  SECOND    CLASS 0
 GY1615
 GY1615.The horizontal coordinates were scaled from a topographic map and have
 GY1615.an estimated accuracy of +/- 6 seconds.
 GY1615
 GY1615.The orthometric height was determined by differential leveling
 GY1615.and adjusted by the National Geodetic Survey in June 1991..
 GY1615
 GY1615.The geoid height was determined by GEOID03.
 GY1615
 GY1615.The dynamic height is computed by dividing the NAVD 88
 GY1615.geopotential number by the normal gravity value computed on the
 GY1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1615.degrees latitude (g = 980.6199 gals.).
 GY1615
 GY1615.The modeled gravity was interpolated from observed gravity values.
 GY1615
 GY1615;                    North         East    Units  Estimated Accuracy
 GY1615;SPC KY1Z     - 1,160,460.    1,780,320.      MT  (+/- 180 meters Scaled)
 GY1615
 GY1615                          SUPERSEDED SURVEY CONTROL
 GY1615
 GY1615  NGVD 29 (??/??/92)  225.28   (m)          739.1    (f) COMPUTED    2 0
 GY1615
 GY1615.Superseded values are not recommended for survey control.
 GY1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1615.See file dsdata.txt to determine how the superseded data were derived.
 GY1615
 GY1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB617776(NAD 83)
 GY1615_MARKER: DB = BENCH MARK DISK
 GY1615_SETTING: 66 = SET IN ROCK OUTCROP
 GY1615_SP_SET: ROCK CLIFF
 GY1615_STAMPING: D 313 1952 739.123
 GY1615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1615+STABILITY: POSITION/ELEVATION WELL
 GY1615
 GY1615  HISTORY     - Date     Condition        Report By
 GY1615  HISTORY     - 1952     MONUMENTED       CGS
 GY1615  HISTORY     - 1956     GOOD             NGS
 GY1615
 GY1615                          STATION DESCRIPTION
 GY1615
 GY1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1615'8.9 MI W FROM MC CLURE.
 GY1615'8.1 MILES SOUTHWEST AND WEST ALONG A DIRT ROAD FOLLOWING WOLF
 GY1615'CREEK FROM THE SCHOOL AT MC CLURE, THENCE 0.8 MILE NORTH ALONG
 GY1615'ROAD FOLLOWING PANTHER FORK, AND LEADING OVER MOUNTAIN INTO MIDDLE
 GY1615'FORK, SET VERTICALLY IN THE SOUTHWEST FACE OF THE LEDGE OF ROCK
 GY1615'CLIFF, 68 FEET EAST AND ACROSS FORD FROM THE NORTHEAST FENCE
 GY1615'CORNER OF A SMALL CULTIVATED FIELD, 36 FEET NORTHEAST OF CENTER
 GY1615'LINE OF ROAD AT CENTER OF FORD ACROSS SMALL STREAM, 5 FEET
 GY1615'SOUTHEAST OF A 12-INCH TRIANGLE CHISELED IN FACE OF THE CLIFF,
 GY1615'AND 5 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0443 ***********************************************************************
 GY0443  DESIGNATION -  D 314
 GY0443  PID         -  GY0443
 GY0443  STATE/COUNTY-  KY/MARTIN
 GY0443  USGS QUAD   -  KERMIT (1992)
 GY0443
 GY0443                         *CURRENT SURVEY CONTROL
 GY0443  ___________________________________________________________________
 GY0443* NAD 83(1986)-  37 46 33.     (N)    082 28 10.     (W)     SCALED    
 GY0443* NAVD 88     -       192.459  (meters)     631.43   (feet)  ADJUSTED  
 GY0443  ___________________________________________________________________
 GY0443  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GY0443  DYNAMIC HT  -         192.318 (meters)     630.96  (feet)  COMP
 GY0443  MODELED GRAV-     979,891.8   (mgal)                       NAVD 88
 GY0443
 GY0443  VERT ORDER  -  SECOND    CLASS 0
 GY0443
 GY0443.The horizontal coordinates were scaled from a topographic map and have
 GY0443.an estimated accuracy of +/- 6 seconds.
 GY0443
 GY0443.The orthometric height was determined by differential leveling
 GY0443.and adjusted by the National Geodetic Survey in June 1991..
 GY0443
 GY0443.The geoid height was determined by GEOID03.
 GY0443
 GY0443.The dynamic height is computed by dividing the NAVD 88
 GY0443.geopotential number by the normal gravity value computed on the
 GY0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0443.degrees latitude (g = 980.6199 gals.).
 GY0443
 GY0443.The modeled gravity was interpolated from observed gravity values.
 GY0443
 GY0443;                    North         East    Units  Estimated Accuracy
 GY0443;SPC KY1Z     - 1,165,170.    1,788,930.      MT  (+/- 180 meters Scaled)
 GY0443
 GY0443                          SUPERSEDED SURVEY CONTROL
 GY0443
 GY0443  NGVD 29 (??/??/92)  192.676  (m)          632.14   (f) ADJ UNCH    2 0
 GY0443
 GY0443.Superseded values are not recommended for survey control.
 GY0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0443.See file dsdata.txt to determine how the superseded data were derived.
 GY0443
 GY0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB705819(NAD 83)
 GY0443_MARKER: DB = BENCH MARK DISK
 GY0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0443_STAMPING: D 314 1952 632.138
 GY0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0443+STABILITY: SURFACE MOTION
 GY0443
 GY0443  HISTORY     - Date     Condition        Report By
 GY0443  HISTORY     - 1952     MONUMENTED       CGS
 GY0443  HISTORY     - 1956     GOOD             NGS
 GY0443  HISTORY     - 20011226 MARK NOT FOUND   KYDT
 GY0443
 GY0443                          STATION DESCRIPTION
 GY0443
 GY0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0443'1.1 MI NE FROM MC CLURE.
 GY0443'1.1 MILES NORTHEAST ALONG A GRAVEL ROAD FOLLOWING WOLF CREEK
 GY0443'FROM THE SCHOOL AT MC CLURE, 65 FEET SOUTHEAST OF CENTER OF
 GY0443'GRAVEL ROAD, 128 FEET EAST OF THE EAST CORNER OF GARLAND PREECE
 GY0443'RESIDENCE, 8 FEET NORTH OF DRIVE WEST TO HOUSE, 1.5 FEET EAST
 GY0443'OF WHITE WITNESS POST, 3 FEET BELOW LEVEL OF ROAD.
 GY0443
 GY0443                          STATION RECOVERY (2001)
 GY0443
 GY0443'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0654 ***********************************************************************
 GY0654  DESIGNATION -  D 315
 GY0654  PID         -  GY0654
 GY0654  STATE/COUNTY-  KY/PIKE
 GY0654  USGS QUAD   -  JAMBOREE (1977)
 GY0654
 GY0654                         *CURRENT SURVEY CONTROL
 GY0654  ___________________________________________________________________
 GY0654* NAD 83(1986)-  37 26 35.     (N)    082 11 06.     (W)     SCALED    
 GY0654* NAVD 88     -       533.641  (meters)    1750.79   (feet)  ADJUSTED  
 GY0654  ___________________________________________________________________
 GY0654  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GY0654  DYNAMIC HT  -         533.223 (meters)    1749.42  (feet)  COMP
 GY0654  MODELED GRAV-     979,830.3   (mgal)                       NAVD 88
 GY0654
 GY0654  VERT ORDER  -  SECOND    CLASS 0
 GY0654
 GY0654.The horizontal coordinates were scaled from a topographic map and have
 GY0654.an estimated accuracy of +/- 6 seconds.
 GY0654
 GY0654.The orthometric height was determined by differential leveling
 GY0654.and adjusted by the National Geodetic Survey in June 1991..
 GY0654
 GY0654.The geoid height was determined by GEOID03.
 GY0654
 GY0654.The dynamic height is computed by dividing the NAVD 88
 GY0654.geopotential number by the normal gravity value computed on the
 GY0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0654.degrees latitude (g = 980.6199 gals.).
 GY0654
 GY0654.The modeled gravity was interpolated from observed gravity values.
 GY0654
 GY0654;                    North         East    Units  Estimated Accuracy
 GY0654;SPC KY1Z     - 1,129,190.    1,815,380.      MT  (+/- 180 meters Scaled)
 GY0654
 GY0654                          SUPERSEDED SURVEY CONTROL
 GY0654
 GY0654  NGVD 29 (??/??/92)  533.839  (m)         1751.44   (f) ADJ UNCH    2 0
 GY0654
 GY0654.Superseded values are not recommended for survey control.
 GY0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0654.See file dsdata.txt to determine how the superseded data were derived.
 GY0654
 GY0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB951446(NAD 83)
 GY0654_MARKER: DB = BENCH MARK DISK
 GY0654_SETTING: 66 = SET IN ROCK OUTCROP
 GY0654_SP_SET: ROCK CUT
 GY0654_STAMPING: D 315 1952 1751.437
 GY0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0654+STABILITY: POSITION/ELEVATION WELL
 GY0654
 GY0654  HISTORY     - Date     Condition        Report By
 GY0654  HISTORY     - 1952     MONUMENTED       CGS
 GY0654  HISTORY     - 1956     GOOD             NGS
 GY0654  HISTORY     - 20020723 MARK NOT FOUND   KYDT
 GY0654
 GY0654                          STATION DESCRIPTION
 GY0654
 GY0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0654'4.8 MI NE FROM DUNLAP.
 GY0654'4.8 MILES NORTHEAST ALONG STATE HIGHWAY 194 FROM THE POST OFFICE
 GY0654'AND ROAD JUNCTION AT DUNLAP, 0.45 MILE WEST OF THE TOP OF A LONG
 GY0654'STEEP HILL, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GY0654'WEST AND SOUTH, SET IN THE TOP OF A LEDGE IN A ROCK CUT, 28 FEET
 GY0654'NORTH OF THE CENTER LINE OF HIGHWAY, 30 FEET WEST OF EXTENDED
 GY0654'CENTER LINE OF SOUTH TANGENT, 21 FEET WEST OF SOUTH CORNER OF
 GY0654'A RIGHT ANGLE HEAD WALL OF AN 18-INCH PIPE CULVERT, 3.5 FEET
 GY0654'EAST AND ABOUT LEVEL WITH TOP POINT OF A 12-INCH TRIANGLE
 GY0654'CHISELED IN FACE OF CUT AND ABOUT 3.5 FEET ABOVE LEVEL OF HIGHWAY.
 GY0654
 GY0654                          STATION RECOVERY (2002)
 GY0654
 GY0654'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0654'MARK POSSIBLY HERE BUT BURIED 3-4 FEET BY SILTING OVER THE YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0606 ***********************************************************************
 GY0606  DESIGNATION -  D 316
 GY0606  PID         -  GY0606
 GY0606  STATE/COUNTY-  KY/PIKE
 GY0606  USGS QUAD   -  ELKHORN CITY (1978)
 GY0606
 GY0606                         *CURRENT SURVEY CONTROL
 GY0606  ___________________________________________________________________
 GY0606* NAD 83(1986)-  37 18 03.     (N)    082 19 17.     (W)     SCALED    
 GY0606* NAVD 88     -       307.571  (meters)    1009.09   (feet)  ADJUSTED  
 GY0606  ___________________________________________________________________
 GY0606  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY0606  DYNAMIC HT  -         307.321 (meters)    1008.27  (feet)  COMP
 GY0606  MODELED GRAV-     979,810.5   (mgal)                       NAVD 88
 GY0606
 GY0606  VERT ORDER  -  SECOND    CLASS 0
 GY0606
 GY0606.The horizontal coordinates were scaled from a topographic map and have
 GY0606.an estimated accuracy of +/- 6 seconds.
 GY0606
 GY0606.The orthometric height was determined by differential leveling
 GY0606.and adjusted by the National Geodetic Survey in June 1991..
 GY0606
 GY0606.The geoid height was determined by GEOID03.
 GY0606
 GY0606.The dynamic height is computed by dividing the NAVD 88
 GY0606.geopotential number by the normal gravity value computed on the
 GY0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0606.degrees latitude (g = 980.6199 gals.).
 GY0606
 GY0606.The modeled gravity was interpolated from observed gravity values.
 GY0606
 GY0606;                    North         East    Units  Estimated Accuracy
 GY0606;SPC KY1Z     - 1,112,960.    1,803,900.      MT  (+/- 180 meters Scaled)
 GY0606
 GY0606                          SUPERSEDED SURVEY CONTROL
 GY0606
 GY0606  NGVD 29 (??/??/92)  307.769  (m)         1009.74   (f) ADJ UNCH    2 0
 GY0606
 GY0606.Superseded values are not recommended for survey control.
 GY0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0606.See file dsdata.txt to determine how the superseded data were derived.
 GY0606
 GY0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB828290(NAD 83)
 GY0606_MARKER: DB = BENCH MARK DISK
 GY0606_SETTING: 66 = SET IN ROCK OUTCROP
 GY0606_SP_SET: ROCK CUT
 GY0606_STAMPING: D 316 1952 1009.739
 GY0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0606+STABILITY: POSITION/ELEVATION WELL
 GY0606
 GY0606  HISTORY     - Date     Condition        Report By
 GY0606  HISTORY     - 1952     MONUMENTED       CGS
 GY0606  HISTORY     - 1956     GOOD             NGS
 GY0606  HISTORY     - 20020723 MARK NOT FOUND   KYDT
 GY0606
 GY0606                          STATION DESCRIPTION
 GY0606
 GY0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0606'2.6 MI SE FROM ELKHORN CITY.
 GY0606'2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 GY0606'STATE HIGHWAY 197 AT ELKHORN CITY, 0.2 MILE NORTHEAST OF EPLINGS
 GY0606'STORE, 0.1 MILE NORTHEAST OF STEWARTS STORE, SET VERTICALLY IN
 GY0606'EAST FACE OF A ROCK CUT NEAR THE CENTER OF A PARKING AREA ON WEST
 GY0606'SIDE OF HIGHWAY, 37 FEET WEST OF THE CENTER LINE OF HIGHWAY,
 GY0606'17.5 FEET SOUTHWEST OF SOUTH END OF A RIGHT ANGLE HEAD WALL OF AN
 GY0606'18-INCH PIPE CULVERT, 3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 GY0606
 GY0606                          STATION RECOVERY (2002)
 GY0606
 GY0606'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0764 ***********************************************************************
 GY0764  DESIGNATION -  D 317
 GY0764  PID         -  GY0764
 GY0764  STATE/COUNTY-  KY/PIKE
 GY0764  USGS QUAD   -  HELLIER (1978)
 GY0764
 GY0764                         *CURRENT SURVEY CONTROL
 GY0764  ___________________________________________________________________
 GY0764* NAD 83(1986)-  37 16 41.     (N)    082 23 01.     (W)     SCALED    
 GY0764* NAVD 88     -       276.036  (meters)     905.63   (feet)  ADJUSTED  
 GY0764  ___________________________________________________________________
 GY0764  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GY0764  DYNAMIC HT  -         275.813 (meters)     904.90  (feet)  COMP
 GY0764  MODELED GRAV-     979,815.4   (mgal)                       NAVD 88
 GY0764
 GY0764  VERT ORDER  -  SECOND    CLASS 0
 GY0764
 GY0764.The horizontal coordinates were scaled from a topographic map and have
 GY0764.an estimated accuracy of +/- 6 seconds.
 GY0764
 GY0764.The orthometric height was determined by differential leveling
 GY0764.and adjusted by the National Geodetic Survey in June 1991..
 GY0764
 GY0764.The geoid height was determined by GEOID03.
 GY0764
 GY0764.The dynamic height is computed by dividing the NAVD 88
 GY0764.geopotential number by the normal gravity value computed on the
 GY0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0764.degrees latitude (g = 980.6199 gals.).
 GY0764
 GY0764.The modeled gravity was interpolated from observed gravity values.
 GY0764
 GY0764;                    North         East    Units  Estimated Accuracy
 GY0764;SPC KY1Z     - 1,110,230.    1,798,480.      MT  (+/- 180 meters Scaled)
 GY0764
 GY0764                          SUPERSEDED SURVEY CONTROL
 GY0764
 GY0764  NGVD 29 (??/??/92)  276.227  (m)          906.25   (f) ADJ UNCH    2 0
 GY0764
 GY0764.Superseded values are not recommended for survey control.
 GY0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0764.See file dsdata.txt to determine how the superseded data were derived.
 GY0764
 GY0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB773266(NAD 83)
 GY0764_MARKER: DB = BENCH MARK DISK
 GY0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0764_SP_SET: CULVERT
 GY0764_STAMPING: D 317 1952 906.255
 GY0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0764+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2002
 GY0764
 GY0764  HISTORY     - Date     Condition        Report By
 GY0764  HISTORY     - 1952     MONUMENTED       CGS
 GY0764  HISTORY     - 1956     GOOD             NGS
 GY0764  HISTORY     - 20020725 GOOD             KYDT
 GY0764
 GY0764                          STATION DESCRIPTION
 GY0764
 GY0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0764'2.8 MI SW FROM ELKHORN CITY.
 GY0764'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 197 FROM THE HIGH SCHOOL
 GY0764'AT ELKHORN CITY, 0.4 MILE WEST OF A 150-FOOT BRIDGE OVER ELKHORN
 GY0764'CREEK, 0.1 MILE NORTHEAST OF A CHURCH, 18 FEET WEST OF THE
 GY0764'EXTENDED CENTER OF DIRT ROAD NORTH UP KETTLECAMP CREEK, 16 FEET
 GY0764'SOUTH OF THE CENTER LINE OF HIGHWAY, SET IN THE TOP OF THE EAST
 GY0764'END OF SOUTH HEAD WALL OF AN 11-FOOT CONCRETE BOX CULVERT OVER
 GY0764'MOUTH OF KETTLECAMP CREEK, 1 FOOT ABOVE LEVEL OF HIGHWAY.
 GY0764
 GY0764                          STATION RECOVERY (2002)
 GY0764
 GY0764'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1169 ***********************************************************************
 GY1169  DESIGNATION -  D 318
 GY1169  PID         -  GY1169
 GY1169  STATE/COUNTY-  KY/FLOYD
 GY1169  USGS QUAD   -  WAYLAND (1992)
 GY1169
 GY1169                         *CURRENT SURVEY CONTROL
 GY1169  ___________________________________________________________________
 GY1169* NAD 83(1986)-  37 27 08.     (N)    082 48 54.     (W)     SCALED    
 GY1169* NAVD 88     -       215.323  (meters)     706.44   (feet)  ADJUSTED  
 GY1169  ___________________________________________________________________
 GY1169  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GY1169  DYNAMIC HT  -         215.154 (meters)     705.88  (feet)  COMP
 GY1169  MODELED GRAV-     979,840.3   (mgal)                       NAVD 88
 GY1169
 GY1169  VERT ORDER  -  SECOND    CLASS 0
 GY1169
 GY1169.The horizontal coordinates were scaled from a topographic map and have
 GY1169.an estimated accuracy of +/- 6 seconds.
 GY1169
 GY1169.The orthometric height was determined by differential leveling
 GY1169.and adjusted by the National Geodetic Survey in June 1991..
 GY1169
 GY1169.The geoid height was determined by GEOID03.
 GY1169
 GY1169.The dynamic height is computed by dividing the NAVD 88
 GY1169.geopotential number by the normal gravity value computed on the
 GY1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1169.degrees latitude (g = 980.6199 gals.).
 GY1169
 GY1169.The modeled gravity was interpolated from observed gravity values.
 GY1169
 GY1169;                    North         East    Units  Estimated Accuracy
 GY1169;SPC KY1Z     - 1,128,260.    1,759,630.      MT  (+/- 180 meters Scaled)
 GY1169
 GY1169                          SUPERSEDED SURVEY CONTROL
 GY1169
 GY1169  NGVD 29 (??/??/92)  215.497  (m)          707.01   (f) ADJ UNCH    2 0
 GY1169
 GY1169.Superseded values are not recommended for survey control.
 GY1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1169.See file dsdata.txt to determine how the superseded data were derived.
 GY1169
 GY1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB394465(NAD 83)
 GY1169_MARKER: DB = BENCH MARK DISK
 GY1169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1169_SP_SET: CULVERT
 GY1169_STAMPING: D 318 1952 707.010
 GY1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1169+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 GY1169
 GY1169  HISTORY     - Date     Condition        Report By
 GY1169  HISTORY     - 1952     MONUMENTED       CGS
 GY1169  HISTORY     - 1956     GOOD             NGS
 GY1169  HISTORY     - 1980     GOOD             DOD
 GY1169  HISTORY     - 20060124 GOOD             KYTC
 GY1169
 GY1169                          STATION DESCRIPTION
 GY1169
 GY1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1169'0.5 MI NW FROM WAYLAND.
 GY1169'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 7 FROM THE HIGH SCHOOL
 GY1169'AT WAYLAND, SET IN THE TOP OF THE NORTHWEST END OF SOUTHWEST HEAD
 GY1169'WALL OF A CULVERT FOR MARTIN BRANCH, 24 FEET SOUTHWEST OF THE
 GY1169'CENTER LINE OF HIGHWAY, ABOUT 75 YARDS SOUTH AND ACROSS HIGHWAY
 GY1169'FROM ESTILL FREEWILL BAPTIST CHURCH, 21 FEET NORTHEAST OF
 GY1169'NORTHEAST RAIL OF A TRACK AND ABOUT 7 FEET BELOW LEVEL OF HIGHWAY.
 GY1169
 GY1169                          STATION RECOVERY (1980)
 GY1169
 GY1169'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1169'RECOVERED IN GOOD CONDITION.
 GY1169
 GY1169                          STATION RECOVERY (2006)
 GY1169
 GY1169'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0178 ***********************************************************************
 GY0178  DESIGNATION -  D 319
 GY0178  PID         -  GY0178
 GY0178  STATE/COUNTY-  KY/PIKE
 GY0178  USGS QUAD   -  BELFRY (1992)
 GY0178
 GY0178                         *CURRENT SURVEY CONTROL
 GY0178  ___________________________________________________________________
 GY0178* NAD 83(1986)-  37 36 17.     (N)    082 18 25.     (W)     SCALED    
 GY0178* NAVD 88     -       300.808  (meters)     986.90   (feet)  ADJUSTED  
 GY0178  ___________________________________________________________________
 GY0178  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GY0178  DYNAMIC HT  -         300.580 (meters)     986.15  (feet)  COMP
 GY0178  MODELED GRAV-     979,866.2   (mgal)                       NAVD 88
 GY0178
 GY0178  VERT ORDER  -  SECOND    CLASS 0
 GY0178
 GY0178.The horizontal coordinates were scaled from a topographic map and have
 GY0178.an estimated accuracy of +/- 6 seconds.
 GY0178
 GY0178.The orthometric height was determined by differential leveling
 GY0178.and adjusted by the National Geodetic Survey in June 1991..
 GY0178
 GY0178.The geoid height was determined by GEOID03.
 GY0178
 GY0178.The dynamic height is computed by dividing the NAVD 88
 GY0178.geopotential number by the normal gravity value computed on the
 GY0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0178.degrees latitude (g = 980.6199 gals.).
 GY0178
 GY0178.The modeled gravity was interpolated from observed gravity values.
 GY0178
 GY0178;                    North         East    Units  Estimated Accuracy
 GY0178;SPC KY1Z     - 1,146,710.    1,803,930.      MT  (+/- 180 meters Scaled)
 GY0178
 GY0178                          SUPERSEDED SURVEY CONTROL
 GY0178
 GY0178  NGVD 29 (??/??/92)  301.029  (m)          987.63   (f) ADJ UNCH    2 0
 GY0178
 GY0178.Superseded values are not recommended for survey control.
 GY0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0178.See file dsdata.txt to determine how the superseded data were derived.
 GY0178
 GY0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB846627(NAD 83)
 GY0178_MARKER: DB = BENCH MARK DISK
 GY0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0178_SP_SET: CULVERT
 GY0178_STAMPING: D 319 1952 987.626
 GY0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0178+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 GY0178
 GY0178  HISTORY     - Date     Condition        Report By
 GY0178  HISTORY     - 1952     MONUMENTED       CGS
 GY0178  HISTORY     - 1956     GOOD             NGS
 GY0178  HISTORY     - 1981     GOOD             NGS
 GY0178  HISTORY     - 20010626 GOOD             KYDT
 GY0178
 GY0178                          STATION DESCRIPTION
 GY0178
 GY0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0178'1.2 MI SE FROM CANADA.
 GY0178'1.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 GY0178'AT CANADA, 0.15 MILE NORTH OF A BRIDGE OVER COBURN FORK, SET IN
 GY0178'THE TOP AND 2 1/2 FEET EAST OF THE WEST END OF NORTH HEAD WALL
 GY0178'OF A 5-FOOT CONCRETE BOX CULVERT, ON THE OUTSIDE OF A SHARP
 GY0178'CURVE WITH TANGENTS EXTENDING SOUTH, 42 FEET NORTH OF CENTER
 GY0178'LINE OF HIGHWAY AND ABOUT 8 FEET BELOW LEVEL OF HIGHWAY.
 GY0178
 GY0178                          STATION RECOVERY (1981)
 GY0178
 GY0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GY0178'RECOVERED IN GOOD CONDITION.
 GY0178
 GY0178                          STATION RECOVERY (2001)
 GY0178
 GY0178'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0074 ***********************************************************************
 HZ0074  DESIGNATION -  D 32
 HZ0074  PID         -  HZ0074
 HZ0074  STATE/COUNTY-  KY/FAYETTE
 HZ0074  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0074
 HZ0074                         *CURRENT SURVEY CONTROL
 HZ0074  ___________________________________________________________________
 HZ0074* NAD 83(1986)-  38 04 39.     (N)    084 25 39.     (W)     SCALED    
 HZ0074* NAVD 88     -       287.676  (meters)     943.82   (feet)  ADJUSTED  
 HZ0074  ___________________________________________________________________
 HZ0074  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ0074  DYNAMIC HT  -         287.467 (meters)     943.13  (feet)  COMP
 HZ0074  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 HZ0074
 HZ0074  VERT ORDER  -  SECOND    CLASS 0
 HZ0074
 HZ0074.The horizontal coordinates were scaled from a topographic map and have
 HZ0074.an estimated accuracy of +/- 6 seconds.
 HZ0074
 HZ0074.The orthometric height was determined by differential leveling
 HZ0074.and adjusted by the National Geodetic Survey in June 1991..
 HZ0074
 HZ0074.The geoid height was determined by GEOID03.
 HZ0074
 HZ0074.The dynamic height is computed by dividing the NAVD 88
 HZ0074.geopotential number by the normal gravity value computed on the
 HZ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0074.degrees latitude (g = 980.6199 gals.).
 HZ0074
 HZ0074.The modeled gravity was interpolated from observed gravity values.
 HZ0074
 HZ0074;                    North         East    Units  Estimated Accuracy
 HZ0074;SPC KY1Z     - 1,194,400.    1,616,020.      MT  (+/- 180 meters Scaled)
 HZ0074
 HZ0074                          SUPERSEDED SURVEY CONTROL
 HZ0074
 HZ0074  NGVD 29 (??/??/92)  287.84   (m)          944.4    (f) COMPUTED    2 0
 HZ0074
 HZ0074.Superseded values are not recommended for survey control.
 HZ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0074.See file dsdata.txt to determine how the superseded data were derived.
 HZ0074
 HZ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH256175(NAD 83)
 HZ0074_MARKER: DB = BENCH MARK DISK
 HZ0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0074_SP_SET: BRIDGE
 HZ0074_STAMPING: D 32 1935
 HZ0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0074
 HZ0074  HISTORY     - Date     Condition        Report By
 HZ0074  HISTORY     - 1935     MONUMENTED       CGS
 HZ0074  HISTORY     - 1959     MARK NOT FOUND   USGS
 HZ0074
 HZ0074                          STATION DESCRIPTION
 HZ0074
 HZ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ0074'4.8 MI NE FROM LEXINGTON.
 HZ0074'STATION BY RAIL ON THE LEXINGTON MAYSVILLE BRANCH OF THE LOUISVILLE
 HZ0074'AND NASHVILLE RAILROAD.  200 YDS. WEST OF THE CHICLE TELEGRAPH
 HZ0074'OFFICE, IN THE SOUTH WEST CORNER OF THE EAST RETAINING WALL OF
 HZ0074'RAILROAD BRIDGE, NUMBER 109B, 2 1/2 YDS SOUTH OF THE SOUTH RAIL,
 HZ0074'3 1/2 FT. BELOW THE RAIL.
 HZ0074
 HZ0074                          STATION RECOVERY (1959)
 HZ0074
 HZ0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HZ0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0075 ***********************************************************************
 HZ0075  DESIGNATION -  D 32 RESET 1955
 HZ0075  PID         -  HZ0075
 HZ0075  STATE/COUNTY-  KY/FAYETTE
 HZ0075  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0075
 HZ0075                         *CURRENT SURVEY CONTROL
 HZ0075  ___________________________________________________________________
 HZ0075* NAD 83(1986)-  38 04 39.     (N)    084 25 39.     (W)     SCALED    
 HZ0075* NAVD 88     -       289.85   (meters)     950.9    (feet)  RESET     
 HZ0075  ___________________________________________________________________
 HZ0075  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ0075
 HZ0075  VERT ORDER  -  THIRD
 HZ0075
 HZ0075.The horizontal coordinates were scaled from a topographic map and have
 HZ0075.an estimated accuracy of +/- 6 seconds.
 HZ0075
 HZ0075.The orthometric height was computed from unverified reset data.
 HZ0075.No vertical observational check was made to the station.
 HZ0075
 HZ0075.The geoid height was determined by GEOID03.
 HZ0075
 HZ0075;                    North         East    Units  Estimated Accuracy
 HZ0075;SPC KY1Z     - 1,194,400.    1,616,020.      MT  (+/- 180 meters Scaled)
 HZ0075
 HZ0075                          SUPERSEDED SURVEY CONTROL
 HZ0075
 HZ0075  NGVD 29 (??/??/??)  290.02   (m)          951.5    (f) RESET       3  
 HZ0075
 HZ0075.Superseded values are not recommended for survey control.
 HZ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0075.See file dsdata.txt to determine how the superseded data were derived.
 HZ0075
 HZ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH256175(NAD 83)
 HZ0075_MARKER: DB = BENCH MARK DISK
 HZ0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0075_SP_SET: SIGNAL BASE
 HZ0075_STAMPING: D 32 RESET 1955
 HZ0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0075
 HZ0075  HISTORY     - Date     Condition        Report By
 HZ0075  HISTORY     - 1955     MONUMENTED       LNRR
 HZ0075
 HZ0075                          STATION DESCRIPTION
 HZ0075
 HZ0075'DESCRIBED BY LOUISVILLE AND NASHVILLE RAILROAD 1955
 HZ0075'4.7 MI NE FROM LEXINGTON.
 HZ0075'4.7 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0075'FROM THE STATION AT LEXINGTON, FAYETTE COUNTY, IN THE SOUTHEAST
 HZ0075'FACE OF A CONCRETE SIGNAL BASE, 12.7 FEET NORTH OF THE NORTH RAIL,
 HZ0075'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1112 ***********************************************************************
 GY1112  DESIGNATION -  D 320
 GY1112  PID         -  GY1112
 GY1112  STATE/COUNTY-  KY/PIKE
 GY1112  USGS QUAD   -  PIKEVILLE (1992)
 GY1112
 GY1112                         *CURRENT SURVEY CONTROL
 GY1112  ___________________________________________________________________
 GY1112* NAD 83(1986)-  37 27 00.     (N)    082 32 25.     (W)     SCALED    
 GY1112* NAVD 88     -       208.279  (meters)     683.33   (feet)  ADJUSTED  
 GY1112  ___________________________________________________________________
 GY1112  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GY1112  DYNAMIC HT  -         208.119 (meters)     682.80  (feet)  COMP
 GY1112  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 GY1112
 GY1112  VERT ORDER  -  SECOND    CLASS 0
 GY1112
 GY1112.The horizontal coordinates were scaled from a topographic map and have
 GY1112.an estimated accuracy of +/- 6 seconds.
 GY1112
 GY1112.The orthometric height was determined by differential leveling
 GY1112.and adjusted by the National Geodetic Survey in June 1991..
 GY1112
 GY1112.The geoid height was determined by GEOID03.
 GY1112
 GY1112.The dynamic height is computed by dividing the NAVD 88
 GY1112.geopotential number by the normal gravity value computed on the
 GY1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1112.degrees latitude (g = 980.6199 gals.).
 GY1112
 GY1112.The modeled gravity was interpolated from observed gravity values.
 GY1112
 GY1112;                    North         East    Units  Estimated Accuracy
 GY1112;SPC KY1Z     - 1,128,810.    1,783,940.      MT  (+/- 180 meters Scaled)
 GY1112
 GY1112                          SUPERSEDED SURVEY CONTROL
 GY1112
 GY1112  NGVD 29 (??/??/92)  208.478  (m)          683.98   (f) ADJ UNCH    2 0
 GY1112
 GY1112.Superseded values are not recommended for survey control.
 GY1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1112.See file dsdata.txt to determine how the superseded data were derived.
 GY1112
 GY1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB637459(NAD 83)
 GY1112_MARKER: DB = BENCH MARK DISK
 GY1112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1112_SP_SET: BRIDGE
 GY1112_STAMPING: D 320 1953 683.982
 GY1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1112
 GY1112  HISTORY     - Date     Condition        Report By
 GY1112  HISTORY     - 1953     MONUMENTED       CGS
 GY1112  HISTORY     - 1956     GOOD             NGS
 GY1112  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY1112
 GY1112                          STATION DESCRIPTION
 GY1112
 GY1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1112'3.6 MI SW FROM PIKEVILLE.
 GY1112'2.2 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY1112'STATION AT PIKEVILLE TO RAILROAD BRIDGE OVER ISLAND CREEK AT
 GY1112'TITAN SIDING, THENCE 1.4 MILES SOUTHWEST ALONG A ROAD FOLLOWING
 GY1112'ISLAND CREEK, 0.4 MILE SOUTHWEST OF A SMALL CEMETERY, AT THE
 GY1112'CONFLUENCE OF ISLAND CREEK AND RIGHT FORK OF ISLAND CREEK, SET
 GY1112'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 GY1112'ABUTMENT OF WOODEN DECK BRIDGE OVER RIGHT FORK OF ISLAND CREEK,
 GY1112'20 FEET SOUTH OF CENTER OF JUNCTION OF ROADS FOLLOWING BOTH CREEKS
 GY1112'AND ABOUT LEVEL WITH ROADS.
 GY1112
 GY1112                          STATION RECOVERY (1976)
 GY1112
 GY1112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY1112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1531 ***********************************************************************
 GY1531  DESIGNATION -  D 321
 GY1531  PID         -  GY1531
 GY1531  STATE/COUNTY-  KY/FLOYD
 GY1531  USGS QUAD   -  HAROLD (1992)
 GY1531
 GY1531                         *CURRENT SURVEY CONTROL
 GY1531  ___________________________________________________________________
 GY1531* NAD 83(1986)-  37 30 43.     (N)    082 41 06.     (W)     SCALED    
 GY1531* NAVD 88     -       221.724  (meters)     727.44   (feet)  ADJUSTED  
 GY1531  ___________________________________________________________________
 GY1531  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GY1531  DYNAMIC HT  -         221.553 (meters)     726.88  (feet)  COMP
 GY1531  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 GY1531
 GY1531  VERT ORDER  -  SECOND    CLASS 0
 GY1531
 GY1531.The horizontal coordinates were scaled from a topographic map and have
 GY1531.an estimated accuracy of +/- 6 seconds.
 GY1531
 GY1531.The orthometric height was determined by differential leveling
 GY1531.and adjusted by the National Geodetic Survey in June 1991..
 GY1531
 GY1531.The geoid height was determined by GEOID03.
 GY1531
 GY1531.The dynamic height is computed by dividing the NAVD 88
 GY1531.geopotential number by the normal gravity value computed on the
 GY1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1531.degrees latitude (g = 980.6199 gals.).
 GY1531
 GY1531.The modeled gravity was interpolated from observed gravity values.
 GY1531
 GY1531;                    North         East    Units  Estimated Accuracy
 GY1531;SPC KY1Z     - 1,135,260.    1,770,910.      MT  (+/- 180 meters Scaled)
 GY1531
 GY1531                          SUPERSEDED SURVEY CONTROL
 GY1531
 GY1531  NGVD 29 (??/??/92)  221.913  (m)          728.06   (f) ADJ UNCH    2 0
 GY1531
 GY1531.Superseded values are not recommended for survey control.
 GY1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1531.See file dsdata.txt to determine how the superseded data were derived.
 GY1531
 GY1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB510530(NAD 83)
 GY1531_MARKER: DB = BENCH MARK DISK
 GY1531_SETTING: 66 = SET IN ROCK OUTCROP
 GY1531_SP_SET: ROCK CUT
 GY1531_STAMPING: D 321 1953 728.060
 GY1531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1531+STABILITY: POSITION/ELEVATION WELL
 GY1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1531+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 GY1531
 GY1531  HISTORY     - Date     Condition        Report By
 GY1531  HISTORY     - 1953     MONUMENTED       CGS
 GY1531  HISTORY     - 1956     GOOD             NGS
 GY1531  HISTORY     - 20010611 GOOD             KYDT
 GY1531  HISTORY     - 20040401 GOOD             KYDT
 GY1531
 GY1531                          STATION DESCRIPTION
 GY1531
 GY1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1531'4.3 MI W FROM HAROLD.
 GY1531'0.6 MILE WEST ALONG STATE HIGHWAY 979 FROM THE C. AND O. RR.
 GY1531'STATION AT HAROLD, THENCE 3.7 MILES NORTHWEST AND SOUTHWEST
 GY1531'ALONG A ROAD FOLLOWING LITTLE MUD CREEK, 0.65 MILE WEST OF SPRUCE
 GY1531'PINE SCHOOL, 0.25 MILE NORTHEAST OF JUNCTION OF A ROAD NORTHWEST
 GY1531'UPSTREAM ALONG TRACE BRANCH, ON THE OUTSIDE OF A CURVE WITH
 GY1531'TANGENTS EXTENDING NORTHEAST AND SOUTH, SET VERTICALLY IN THE
 GY1531'SOUTHEAST FACE OF A 6-FOOT HIGH ROCK CUT, 14 FEET NORTHWEST
 GY1531'OF CENTER OF ROAD, 23 YARDS SOUTHWEST OF NORTHEAST END OF ROCK
 GY1531'CLIFF, 13 YARDS NORTHEAST OF SOUTHWEST END OF ROCK CUT AND
 GY1531'ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 GY1531
 GY1531                          STATION RECOVERY (2001)
 GY1531
 GY1531'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1531'MARK IS DIRECTLY ACROSS ROAD, NORTHWEST, FROM A 2 STORY CONCRETE
 GY1531'BLOCK/FRAME HOUSE.
 GY1531
 GY1531                          STATION RECOVERY (2004)
 GY1531
 GY1531'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1229 ***********************************************************************
 GY1229  DESIGNATION -  D 322
 GY1229  PID         -  GY1229
 GY1229  STATE/COUNTY-  KY/KNOTT
 GY1229  USGS QUAD   -  HINDMAN (1992)
 GY1229
 GY1229                         *CURRENT SURVEY CONTROL
 GY1229  ___________________________________________________________________
 GY1229* NAD 83(1986)-  37 18 49.     (N)    082 56 11.     (W)     SCALED    
 GY1229* NAVD 88     -       331.462  (meters)    1087.47   (feet)  ADJUSTED  
 GY1229  ___________________________________________________________________
 GY1229  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GY1229  DYNAMIC HT  -         331.192 (meters)    1086.59  (feet)  COMP
 GY1229  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 GY1229
 GY1229  VERT ORDER  -  SECOND    CLASS 0
 GY1229
 GY1229.The horizontal coordinates were scaled from a topographic map and have
 GY1229.an estimated accuracy of +/- 6 seconds.
 GY1229
 GY1229.The orthometric height was determined by differential leveling
 GY1229.and adjusted by the National Geodetic Survey in June 1991..
 GY1229
 GY1229.The geoid height was determined by GEOID03.
 GY1229
 GY1229.The dynamic height is computed by dividing the NAVD 88
 GY1229.geopotential number by the normal gravity value computed on the
 GY1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1229.degrees latitude (g = 980.6199 gals.).
 GY1229
 GY1229.The modeled gravity was interpolated from observed gravity values.
 GY1229
 GY1229;                    North         East    Units  Estimated Accuracy
 GY1229;SPC KY1Z     - 1,112,550.    1,749,360.      MT  (+/- 180 meters Scaled)
 GY1229
 GY1229                          SUPERSEDED SURVEY CONTROL
 GY1229
 GY1229  NGVD 29 (??/??/92)  331.618  (m)         1087.98   (f) ADJ UNCH    2 0
 GY1229
 GY1229.Superseded values are not recommended for survey control.
 GY1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1229.See file dsdata.txt to determine how the superseded data were derived.
 GY1229
 GY1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB284314(NAD 83)
 GY1229_MARKER: DB = BENCH MARK DISK
 GY1229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1229_SP_SET: CULVERT
 GY1229_STAMPING: D 322 1953 1087.983
 GY1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1229
 GY1229  HISTORY     - Date     Condition        Report By
 GY1229  HISTORY     - 1953     MONUMENTED       CGS
 GY1229  HISTORY     - 1956     GOOD             NGS
 GY1229  HISTORY     - 20060125 MARK NOT FOUND   KYTC
 GY1229
 GY1229                          STATION DESCRIPTION
 GY1229
 GY1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1229'3.4 MI SE FROM HINDMAN.
 GY1229'2.75 MILES SOUTHEAST ALONG STATE HIGHWAY 160 FROM JUNCTION OF
 GY1229'STATE HIGHWAY 80 AT HINDMAN, THENCE 0.6 MILE SOUTHEAST ALONG A
 GY1229'GRAVEL ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 GY1229'HEAD WALL OF AN 8-FOOT CONCRETE AND STONE BOX CULVERT FOR
 GY1229'CALHOUN BRANCH, 0.45 MILE NORTHWEST OF POST OFFICE AND STORE
 GY1229'AT IVIS, 18 FEET SOUTHWEST OF THE CENTER OF ROAD AND ABOUT 2
 GY1229'FEET BELOW LEVEL OF ROAD.
 GY1229
 GY1229                          STATION RECOVERY (2006)
 GY1229
 GY1229'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1229'THIS CULVERT HAS BEEN EXTENDED TO THE SOUTHWEST WITH A LARGE METAL
 GY1229'PIPE, AREA FILLED IN AND AN ASPHALT DRIVE PAVED FOR EAST KENTUCKY
 GY1229'HEALTH SERVICES BUILDING AT THIS LOCATION, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1174 ***********************************************************************
 GY1174  DESIGNATION -  D 323
 GY1174  PID         -  GY1174
 GY1174  STATE/COUNTY-  KY/KNOTT
 GY1174  USGS QUAD   -  WAYLAND (1992)
 GY1174
 GY1174                         *CURRENT SURVEY CONTROL
 GY1174  ___________________________________________________________________
 GY1174* NAD 83(1986)-  37 25 00.     (N)    082 47 13.     (W)     SCALED    
 GY1174* NAVD 88     -       230.004  (meters)     754.60   (feet)  ADJUSTED  
 GY1174  ___________________________________________________________________
 GY1174  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GY1174  DYNAMIC HT  -         229.822 (meters)     754.01  (feet)  COMP
 GY1174  MODELED GRAV-     979,835.5   (mgal)                       NAVD 88
 GY1174
 GY1174  VERT ORDER  -  SECOND    CLASS 0
 GY1174
 GY1174.The horizontal coordinates were scaled from a topographic map and have
 GY1174.an estimated accuracy of +/- 6 seconds.
 GY1174
 GY1174.The orthometric height was determined by differential leveling
 GY1174.and adjusted by the National Geodetic Survey in June 1991..
 GY1174
 GY1174.The geoid height was determined by GEOID03.
 GY1174
 GY1174.The dynamic height is computed by dividing the NAVD 88
 GY1174.geopotential number by the normal gravity value computed on the
 GY1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1174.degrees latitude (g = 980.6199 gals.).
 GY1174
 GY1174.The modeled gravity was interpolated from observed gravity values.
 GY1174
 GY1174;                    North         East    Units  Estimated Accuracy
 GY1174;SPC KY1Z     - 1,124,400.    1,762,240.      MT  (+/- 180 meters Scaled)
 GY1174
 GY1174                          SUPERSEDED SURVEY CONTROL
 GY1174
 GY1174  NGVD 29 (??/??/92)  230.178  (m)          755.18   (f) ADJ UNCH    2 0
 GY1174
 GY1174.Superseded values are not recommended for survey control.
 GY1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1174.See file dsdata.txt to determine how the superseded data were derived.
 GY1174
 GY1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB418425(NAD 83)
 GY1174_MARKER: DB = BENCH MARK DISK
 GY1174_SETTING: 66 = SET IN ROCK OUTCROP
 GY1174_SP_SET: ROCK CUT
 GY1174_STAMPING: D 323 1953 755.176
 GY1174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1174+STABILITY: POSITION/ELEVATION WELL
 GY1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1174+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 GY1174
 GY1174  HISTORY     - Date     Condition        Report By
 GY1174  HISTORY     - 1953     MONUMENTED       CGS
 GY1174  HISTORY     - 1956     GOOD             NGS
 GY1174  HISTORY     - 20060124 GOOD             KYTC
 GY1174
 GY1174                          STATION DESCRIPTION
 GY1174
 GY1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1174'3.4 MI S FROM WAYLAND.
 GY1174'3.4 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE HIGH SCHOOL AT
 GY1174'WAYLAND, 0.6 MILE SOUTHEAST OF THE KNOTT - FLOYD COUNTY LINE,
 GY1174'SET VERTICALLY IN THE NORTHWEST FACE OF A 10-FOOT HIGH ROCK CUT,
 GY1174'17 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY AT CENTER OF JUNCTION
 GY1174'OF A ROAD NORTH AND DOWNHILL TO A GROUP OF HOUSES, 30 YARDS
 GY1174'SOUTHWEST OF THE NORTHEAST END OF CUT, 35 YARDS NORTHEAST OF
 GY1174'SOUTHWEST END OF CUT, 133 FEET SOUTHWEST OF SOUTHWEST END OF
 GY1174'SOUTHEAST STONE HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER
 GY1174'HIGHWAY AND ABOUT 3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 GY1174
 GY1174                          STATION RECOVERY (2006)
 GY1174
 GY1174'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1025 ***********************************************************************
 GY1025  DESIGNATION -  D 324
 GY1025  PID         -  GY1025
 GY1025  STATE/COUNTY-  KY/LETCHER
 GY1025  USGS QUAD   -  MAYKING (1992)
 GY1025
 GY1025                         *CURRENT SURVEY CONTROL
 GY1025  ___________________________________________________________________
 GY1025* NAD 83(1986)-  37 11 04.     (N)    082 50 42.     (W)     SCALED    
 GY1025* NAVD 88     -       405.082  (meters)    1329.01   (feet)  ADJUSTED  
 GY1025  ___________________________________________________________________
 GY1025  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1025  DYNAMIC HT  -         404.748 (meters)    1327.91  (feet)  COMP
 GY1025  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 GY1025
 GY1025  VERT ORDER  -  SECOND    CLASS 0
 GY1025
 GY1025.The horizontal coordinates were scaled from a topographic map and have
 GY1025.an estimated accuracy of +/- 6 seconds.
 GY1025
 GY1025.The orthometric height was determined by differential leveling
 GY1025.and adjusted by the National Geodetic Survey in June 1991..
 GY1025
 GY1025.The geoid height was determined by GEOID03.
 GY1025
 GY1025.The dynamic height is computed by dividing the NAVD 88
 GY1025.geopotential number by the normal gravity value computed on the
 GY1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1025.degrees latitude (g = 980.6199 gals.).
 GY1025
 GY1025.The modeled gravity was interpolated from observed gravity values.
 GY1025
 GY1025;                    North         East    Units  Estimated Accuracy
 GY1025;SPC KY1Z     - 1,098,480.    1,757,910.      MT  (+/- 180 meters Scaled)
 GY1025
 GY1025                          SUPERSEDED SURVEY CONTROL
 GY1025
 GY1025  NGVD 29 (??/??/92)  405.236  (m)         1329.51   (f) ADJ UNCH    2 0
 GY1025
 GY1025.Superseded values are not recommended for survey control.
 GY1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1025.See file dsdata.txt to determine how the superseded data were derived.
 GY1025
 GY1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB362169(NAD 83)
 GY1025_MARKER: DB = BENCH MARK DISK
 GY1025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1025_SP_SET: CULVERT
 GY1025_STAMPING: D 324 1953 1329.512
 GY1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1025
 GY1025  HISTORY     - Date     Condition        Report By
 GY1025  HISTORY     - 1953     MONUMENTED       CGS
 GY1025  HISTORY     - 1956     GOOD             NGS
 GY1025
 GY1025                          STATION DESCRIPTION
 GY1025
 GY1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1025'3.6 MI E FROM ISOM.
 GY1025'3.6 MILES EAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 GY1025'STATE HIGHWAY 7 AT ISOM, 1.1 MILES EAST OF THE JUNCTION OF
 GY1025'STATE HIGHWAY 160 SOUTH TO TILLIE, 0.5 MILE EAST OF A JUNCTION
 GY1025'OF GRAVEL ROAD NORTH, SET IN THE TOP AND 6 FEET SOUTH OF THE
 GY1025'NORTH END OF CONCRETE WING WALL EXTENDING NORTH FROM WEST END
 GY1025'OF NORTH HEAD WALL OF AN 8-FOOT CONCRETE AND STONE BOX CULVERT,
 GY1025'17.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1
 GY1025'FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1155 ***********************************************************************
 GY1155  DESIGNATION -  D 325
 GY1155  PID         -  GY1155
 GY1155  STATE/COUNTY-  KY/LETCHER
 GY1155  USGS QUAD   -  JENKINS WEST (1992)
 GY1155
 GY1155                         *CURRENT SURVEY CONTROL
 GY1155  ___________________________________________________________________
 GY1155* NAD 83(1986)-  37 10 53.     (N)    082 43 01.     (W)     SCALED    
 GY1155* NAVD 88     -       391.746  (meters)    1285.25   (feet)  ADJUSTED  
 GY1155  ___________________________________________________________________
 GY1155  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GY1155  DYNAMIC HT  -         391.415 (meters)    1284.17  (feet)  COMP
 GY1155  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 GY1155
 GY1155  VERT ORDER  -  SECOND    CLASS 0
 GY1155
 GY1155.The horizontal coordinates were scaled from a topographic map and have
 GY1155.an estimated accuracy of +/- 6 seconds.
 GY1155
 GY1155.The orthometric height was determined by differential leveling
 GY1155.and adjusted by the National Geodetic Survey in June 1991..
 GY1155
 GY1155.The geoid height was determined by GEOID03.
 GY1155
 GY1155.The dynamic height is computed by dividing the NAVD 88
 GY1155.geopotential number by the normal gravity value computed on the
 GY1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1155.degrees latitude (g = 980.6199 gals.).
 GY1155
 GY1155.The modeled gravity was interpolated from observed gravity values.
 GY1155
 GY1155;                    North         East    Units  Estimated Accuracy
 GY1155;SPC KY1Z     - 1,098,500.    1,769,280.      MT  (+/- 180 meters Scaled)
 GY1155
 GY1155                          SUPERSEDED SURVEY CONTROL
 GY1155
 GY1155  NGVD 29 (??/??/92)  391.900  (m)         1285.76   (f) ADJ UNCH    2 0
 GY1155
 GY1155.Superseded values are not recommended for survey control.
 GY1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1155.See file dsdata.txt to determine how the superseded data were derived.
 GY1155
 GY1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB475163(NAD 83)
 GY1155_MARKER: DB = BENCH MARK DISK
 GY1155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1155_SP_SET: BRIDGE
 GY1155_STAMPING: D 325 1953 1285.759
 GY1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1155
 GY1155  HISTORY     - Date     Condition        Report By
 GY1155  HISTORY     - 1953     MONUMENTED       CGS
 GY1155  HISTORY     - 1956     GOOD             NGS
 GY1155
 GY1155                          STATION DESCRIPTION
 GY1155
 GY1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1155'0.2 MI N FROM NEON JUNCTION.
 GY1155'0.2 MILE NORTH ALONG STATE HIGHWAY 317 FROM THE JUNCTION OF U.S.
 GY1155'HIGHWAY 119 AT NEON JUNCTION, 0.7 MILE SOUTH OF THE JUNCTION OF
 GY1155'STATE HIGHWAY 343 AT NEON, 60 YARDS NORTHWEST OF CROSSING OF
 GY1155'LOUISVILLE AND NASHVILLE RAILROAD, SET IN THE TOP OF THE SOUTHWEST
 GY1155'END OF THE SOUTHEAST ABUTMENT OF HIGHWAY BRIDGE OVER BOONE FORK,
 GY1155'16 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, AND 1/2 FOOT ABOVE
 GY1155'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0967 ***********************************************************************
 GY0967  DESIGNATION -  D 326
 GY0967  PID         -  GY0967
 GY0967  STATE/COUNTY-  KY/LETCHER
 GY0967  USGS QUAD   -  WHITESBURG (1978)
 GY0967
 GY0967                         *CURRENT SURVEY CONTROL
 GY0967  ___________________________________________________________________
 GY0967* NAD 83(1986)-  37 04 25.     (N)    082 45 10.     (W)     SCALED    
 GY0967* NAVD 88     -       556.434  (meters)    1825.57   (feet)  ADJUSTED  
 GY0967  ___________________________________________________________________
 GY0967  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GY0967  DYNAMIC HT  -         555.945 (meters)    1823.96  (feet)  COMP
 GY0967  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 GY0967
 GY0967  VERT ORDER  -  SECOND    CLASS 0
 GY0967
 GY0967.The horizontal coordinates were scaled from a topographic map and have
 GY0967.an estimated accuracy of +/- 6 seconds.
 GY0967
 GY0967.The orthometric height was determined by differential leveling
 GY0967.and adjusted by the National Geodetic Survey in June 1991..
 GY0967
 GY0967.The geoid height was determined by GEOID03.
 GY0967
 GY0967.The dynamic height is computed by dividing the NAVD 88
 GY0967.geopotential number by the normal gravity value computed on the
 GY0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0967.degrees latitude (g = 980.6199 gals.).
 GY0967
 GY0967.The modeled gravity was interpolated from observed gravity values.
 GY0967
 GY0967;                    North         East    Units  Estimated Accuracy
 GY0967;SPC KY1Z     - 1,086,440.    1,766,490.      MT  (+/- 180 meters Scaled)
 GY0967
 GY0967                          SUPERSEDED SURVEY CONTROL
 GY0967
 GY0967  NGVD 29 (??/??/92)  556.564  (m)         1825.99   (f) ADJ UNCH    2 0
 GY0967
 GY0967.Superseded values are not recommended for survey control.
 GY0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0967.See file dsdata.txt to determine how the superseded data were derived.
 GY0967
 GY0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB441044(NAD 83)
 GY0967_MARKER: DB = BENCH MARK DISK
 GY0967_SETTING: 66 = SET IN ROCK OUTCROP
 GY0967_SP_SET: ROCK CUT
 GY0967_STAMPING: D 326 1953 1825.994
 GY0967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0967+STABILITY: POSITION/ELEVATION WELL
 GY0967
 GY0967  HISTORY     - Date     Condition        Report By
 GY0967  HISTORY     - 1953     MONUMENTED       CGS
 GY0967  HISTORY     - 1956     GOOD             NGS
 GY0967
 GY0967                          STATION DESCRIPTION
 GY0967
 GY0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0967'3.4 MI W FROM FLAT GAP.
 GY0967'3.45 MILES WEST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 GY0967'COUNTY ROAD 707 AT FLAT GAP, VIRGINIA, 0.25 MILE WEST OF A
 GY0967'75-FOOT CONCRETE BRIDGE OVER CUMBERLAND RIVER, 0.7 MILE NORTHEAST
 GY0967'OF PARSONS SCHOOL, 0.15 MILE EAST OF A 5-FOOT STONE CULVERT
 GY0967'FOR A BRANCH FROM THE NORTH, SET VERTICALLY IN THE SOUTH FACE
 GY0967'OF A SOLID ROCK IN A 10-FOOT HIGH ROCK CUT, 13 FEET NORTH OF
 GY0967'CENTER LINE OF ROAD, 80 YARDS WEST OF A PIPE CULVERT, ABOUT 3
 GY0967'FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM OVEN FORK,
 GY0967'LETCHER COUNTY BY GOING 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY
 GY0967'119 FROM THE JUNCTION OF STATE HIGHWAY 806 LEADING SOUTH TO
 GY0967'EOLIA, THENCE 3.0 MILES EAST ALONG A BLACK TOP ROAD LEADING
 GY0967'TO FLAT GAP AND POUND, VIRGINIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0918 ***********************************************************************
 GY0918  DESIGNATION -  D 327
 GY0918  PID         -  GY0918
 GY0918  STATE/COUNTY-  KY/LETCHER
 GY0918  USGS QUAD   -  JENKINS WEST (1992)
 GY0918
 GY0918                         *CURRENT SURVEY CONTROL
 GY0918  ___________________________________________________________________
 GY0918* NAD 83(1986)-  37 09 30.     (N)    082 38 35.     (W)     SCALED    
 GY0918* NAVD 88     -       640.246  (meters)    2100.54   (feet)  ADJUSTED  
 GY0918  ___________________________________________________________________
 GY0918  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GY0918  DYNAMIC HT  -         639.697 (meters)    2098.74  (feet)  COMP
 GY0918  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 GY0918
 GY0918  VERT ORDER  -  FIRST     CLASS I
 GY0918
 GY0918.The horizontal coordinates were scaled from a topographic map and have
 GY0918.an estimated accuracy of +/- 6 seconds.
 GY0918
 GY0918.The orthometric height was determined by differential leveling
 GY0918.and adjusted by the National Geodetic Survey in June 1991..
 GY0918.WARNING-Repeat measurements at this control monument indicate possible
 GY0918.vertical movement.
 GY0918
 GY0918.The geoid height was determined by GEOID03.
 GY0918
 GY0918.The dynamic height is computed by dividing the NAVD 88
 GY0918.geopotential number by the normal gravity value computed on the
 GY0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0918.degrees latitude (g = 980.6199 gals.).
 GY0918
 GY0918.The modeled gravity was interpolated from observed gravity values.
 GY0918
 GY0918;                    North         East    Units  Estimated Accuracy
 GY0918;SPC KY1Z     - 1,096,160.    1,775,920.      MT  (+/- 180 meters Scaled)
 GY0918
 GY0918                          SUPERSEDED SURVEY CONTROL
 GY0918
 GY0918  NGVD 29 (??/??/92)  640.387  (m)         2101.00   (f) ADJ UNCH    1 1
 GY0918
 GY0918.Superseded values are not recommended for survey control.
 GY0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0918.See file dsdata.txt to determine how the superseded data were derived.
 GY0918
 GY0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB541137(NAD 83)
 GY0918_MARKER: DB = BENCH MARK DISK
 GY0918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0918_SP_SET: WALL
 GY0918_STAMPING: D 327 1953
 GY0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0918
 GY0918  HISTORY     - Date     Condition        Report By
 GY0918  HISTORY     - 1953     MONUMENTED       CGS
 GY0918  HISTORY     - 1967     GOOD             NGS
 GY0918
 GY0918                          STATION DESCRIPTION
 GY0918
 GY0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0918'2 MI SW FROM JENKINS.
 GY0918'ABOUT 2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 23 FROM THE POST
 GY0918'OFFICE AT JENKINS, 192 YARDS WEST OF THE CROSSING OF THE HIGHWAY
 GY0918'AND A POWER LINE, 27 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GY0918'SET IN THE TOP AND 9.3 FEET WEST OF THE EAST END OF A CONCRETE
 GY0918'RETAINING WALL WHICH IS 48 FEET LONG, 107 FEET NORTHWEST AND
 GY0918'ACROSS THE HIGHWAY FROM THE WEST END OF A CHAIN LINK FENCE, AND
 GY0918'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1322 ***********************************************************************
 GA1322  DESIGNATION -  D 328
 GA1322  PID         -  GA1322
 GA1322  STATE/COUNTY-  KY/HARLAN
 GA1322  USGS QUAD   -  BENHAM (1979)
 GA1322
 GA1322                         *CURRENT SURVEY CONTROL
 GA1322  ___________________________________________________________________
 GA1322* NAD 83(1986)-  36 54 43.     (N)    082 58 26.     (W)     SCALED    
 GA1322* NAVD 88     -      1100.472  (meters)    3610.47   (feet)  ADJUSTED  
 GA1322  ___________________________________________________________________
 GA1322  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA1322  DYNAMIC HT  -        1099.509 (meters)    3607.31  (feet)  COMP
 GA1322  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 GA1322
 GA1322  VERT ORDER  -  SECOND    CLASS 0
 GA1322
 GA1322.The horizontal coordinates were scaled from a topographic map and have
 GA1322.an estimated accuracy of +/- 6 seconds.
 GA1322
 GA1322.The orthometric height was determined by differential leveling
 GA1322.and adjusted by the National Geodetic Survey in June 1991..
 GA1322
 GA1322.The geoid height was determined by GEOID03.
 GA1322
 GA1322.The dynamic height is computed by dividing the NAVD 88
 GA1322.geopotential number by the normal gravity value computed on the
 GA1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1322.degrees latitude (g = 980.6199 gals.).
 GA1322
 GA1322.The modeled gravity was interpolated from observed gravity values.
 GA1322
 GA1322;                    North         East    Units  Estimated Accuracy
 GA1322;SPC KY1Z     - 1,067,900.    1,747,370.      MT  (+/- 180 meters Scaled)
 GA1322
 GA1322                          SUPERSEDED SURVEY CONTROL
 GA1322
 GA1322  NGVD 29 (??/??/92) 1100.633  (m)         3610.99   (f) ADJ UNCH    2 0
 GA1322
 GA1322.Superseded values are not recommended for survey control.
 GA1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1322.See file dsdata.txt to determine how the superseded data were derived.
 GA1322
 GA1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA241869(NAD 83)
 GA1322_MARKER: DB = BENCH MARK DISK
 GA1322_SETTING: 66 = SET IN ROCK OUTCROP
 GA1322_SP_SET: ROCK OUTCROP
 GA1322_STAMPING: D 328 1953 3610.993
 GA1322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1322+STABILITY: POSITION/ELEVATION WELL
 GA1322
 GA1322  HISTORY     - Date     Condition        Report By
 GA1322  HISTORY     - 1953     MONUMENTED       CGS
 GA1322  HISTORY     - 1956     GOOD             NGS
 GA1322
 GA1322                          STATION DESCRIPTION
 GA1322
 GA1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1322'8.6 MI NE FROM LOUELLEN.
 GA1322'9.65 MILES NORTHEAST AND EAST ALONG ROAD FOLLOWING FUGITT CREEK
 GA1322'AND UP WEST SLOPE AND OVER TOP OF BLACK MOUNTAIN FROM THE JUNCTION
 GA1322'OF STATE HIGHWAY 38 AND SCHOOL AT LOUELLEN, 3.35 MILES WEST AND
 GA1322'NORTHWEST OF A ROCK FORMATION KNOWN LOCALLY AS ROCKHOUSE, 1.1
 GA1322'MILES NORTHWEST OF THE JUNCTION OF A LOGGING ROAD WEST, 30 FEET
 GA1322'SOUTH OF CENTER OF ROAD, AT RIGHT ANGLE ACROSS ROAD FROM A VERY
 GA1322'LARGE ROCK IN A GROUP OF ROCKS, SET IN THE TOP AND 6 INCHES SOUTHEAST
 GA1322'OF THE NORTHWEST EDGE OF A 10 BY 12-FOOT AND 4-FOOT HIGH OUTCROP,
 GA1322'6.5 FEET SOUTHWEST OF NORTH CORNER OF OUTCROP AND ABOUT 2 FEET
 GA1322'BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1786 ***********************************************************************
 HY1786  DESIGNATION -  D 33
 HY1786  PID         -  HY1786
 HY1786  STATE/COUNTY-  KY/NICHOLAS
 HY1786  USGS QUAD   -  MOOREFIELD (1978)
 HY1786
 HY1786                         *CURRENT SURVEY CONTROL
 HY1786  ___________________________________________________________________
 HY1786* NAD 83(1986)-  38 19 12.     (N)    083 59 17.     (W)     SCALED    
 HY1786* NAVD 88     -       257.914  (meters)     846.17   (feet)  ADJUSTED  
 HY1786  ___________________________________________________________________
 HY1786  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HY1786  DYNAMIC HT  -         257.728 (meters)     845.56  (feet)  COMP
 HY1786  MODELED GRAV-     979,902.9   (mgal)                       NAVD 88
 HY1786
 HY1786  VERT ORDER  -  SECOND    CLASS 0
 HY1786
 HY1786.The horizontal coordinates were scaled from a topographic map and have
 HY1786.an estimated accuracy of +/- 6 seconds.
 HY1786
 HY1786.The orthometric height was determined by differential leveling
 HY1786.and adjusted by the National Geodetic Survey in June 1991..
 HY1786
 HY1786.The geoid height was determined by GEOID03.
 HY1786
 HY1786.The dynamic height is computed by dividing the NAVD 88
 HY1786.geopotential number by the normal gravity value computed on the
 HY1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1786.degrees latitude (g = 980.6199 gals.).
 HY1786
 HY1786.The modeled gravity was interpolated from observed gravity values.
 HY1786
 HY1786;                    North         East    Units  Estimated Accuracy
 HY1786;SPC KY1Z     - 1,221,940.    1,654,060.      MT  (+/- 180 meters Scaled)
 HY1786
 HY1786                          SUPERSEDED SURVEY CONTROL
 HY1786
 HY1786  NGVD 29 (??/??/92)  258.101  (m)          846.79   (f) ADJ UNCH    2 0
 HY1786
 HY1786.Superseded values are not recommended for survey control.
 HY1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1786.See file dsdata.txt to determine how the superseded data were derived.
 HY1786
 HY1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC387455(NAD 83)
 HY1786_MARKER: DD = SURVEY DISK
 HY1786_SETTING: 66 = SET IN ROCK OUTCROP
 HY1786_SP_SET: ROCK OUTCROP
 HY1786_STAMPING: D 33 1935 846.876
 HY1786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1786+STABILITY: POSITION/ELEVATION WELL
 HY1786
 HY1786  HISTORY     - Date     Condition        Report By
 HY1786  HISTORY     - 1935     MONUMENTED       CGS
 HY1786  HISTORY     - 1955     GOOD             NGS
 HY1786
 HY1786                          STATION DESCRIPTION
 HY1786
 HY1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1786'2.4 MI NE FROM CARLISLE.
 HY1786'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 36 FROM THE COURTHOUSE
 HY1786'IN CARLISLE, WHERE HIGHWAY CROSSES TRACK CONTINUE NORTH PAST
 HY1786'HOSPITAL 0.1 MILE TO THE LOUISVILLE AND NASHVILLE RAILROAD
 HY1786'MILE POST 133, WALK NORTHEAST ALONG TRACK 1.1 MILES, 33 RAILS
 HY1786'AND 4 FEET NORTHEAST OF MILE POST 134, OR 532 FEET, 9 FEET
 HY1786'NORTHWEST OF THE NORTHWEST RAIL, IN THE TOP OF ROCK OUTCROP AT
 HY1786'BASE OF CUT, ABOUT 2 FT BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1686 ***********************************************************************
 GA1686  DESIGNATION -  D 330
 GA1686  PID         -  GA1686
 GA1686  STATE/COUNTY-  KY/HARLAN
 GA1686  USGS QUAD   -  LOUELLEN (1982)
 GA1686
 GA1686                         *CURRENT SURVEY CONTROL
 GA1686  ___________________________________________________________________
 GA1686* NAD 83(1986)-  36 53 22.     (N)    083 03 08.     (W)     SCALED    
 GA1686* NAVD 88     -       493.665  (meters)    1619.63   (feet)  ADJUSTED  
 GA1686  ___________________________________________________________________
 GA1686  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1686  DYNAMIC HT  -         493.231 (meters)    1618.21  (feet)  COMP
 GA1686  MODELED GRAV-     979,736.3   (mgal)                       NAVD 88
 GA1686
 GA1686  VERT ORDER  -  SECOND    CLASS 0
 GA1686
 GA1686.The horizontal coordinates were scaled from a topographic map and have
 GA1686.an estimated accuracy of +/- 6 seconds.
 GA1686
 GA1686.The orthometric height was determined by differential leveling
 GA1686.and adjusted by the National Geodetic Survey in June 1991..
 GA1686
 GA1686.The geoid height was determined by GEOID03.
 GA1686
 GA1686.The dynamic height is computed by dividing the NAVD 88
 GA1686.geopotential number by the normal gravity value computed on the
 GA1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1686.degrees latitude (g = 980.6199 gals.).
 GA1686
 GA1686.The modeled gravity was interpolated from observed gravity values.
 GA1686
 GA1686;                    North         East    Units  Estimated Accuracy
 GA1686;SPC KY1Z     - 1,065,200.    1,740,460.      MT  (+/- 180 meters Scaled)
 GA1686
 GA1686                          SUPERSEDED SURVEY CONTROL
 GA1686
 GA1686  NGVD 29 (??/??/92)  493.802  (m)         1620.08   (f) ADJ UNCH    2 0
 GA1686
 GA1686.Superseded values are not recommended for survey control.
 GA1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1686.See file dsdata.txt to determine how the superseded data were derived.
 GA1686
 GA1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA171845(NAD 83)
 GA1686_MARKER: DB = BENCH MARK DISK
 GA1686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1686_SP_SET: CULVERT
 GA1686_STAMPING: D 330 1953 1620.082
 GA1686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1686
 GA1686  HISTORY     - Date     Condition        Report By
 GA1686  HISTORY     - 1953     MONUMENTED       CGS
 GA1686  HISTORY     - 1956     GOOD             NGS
 GA1686
 GA1686                          STATION DESCRIPTION
 GA1686
 GA1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1686'2.7 MI SE FROM LOUELLEN.
 GA1686'ABOUT 2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE
 GA1686'SCHOOL AT LOUELLEN, IN THE TOP OF THE SOUTHWEST END OF THE
 GA1686'SOUTHEAST HEAD WALL OF A LOUISVILLE AND NASHVILLE RAILROAD
 GA1686'CULVERT FOR FANNY WYNN BRANCH, 20 FEET SOUTHEAST OF SOUTHEAST
 GA1686'RAIL OF THE TRACK, 65 FEET NORTH OF CENTER LINE OF HIGHWAY,
 GA1686'126 YARDS NORTHEAST OF MILE POST 262 AND ABOUT 7 FEET ABOVE
 GA1686'LEVEL OF HIGHWAY.
 GA1686
 GA1686                          STATION RECOVERY (1956)
 GA1686
 GA1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0971 ***********************************************************************
 HA0971  DESIGNATION -  D 331
 HA0971  PID         -  HA0971
 HA0971  STATE/COUNTY-  KY/UNION
 HA0971  USGS QUAD   -  MOUNT VERNON (1981)
 HA0971
 HA0971                         *CURRENT SURVEY CONTROL
 HA0971  ___________________________________________________________________
 HA0971* NAD 83(1986)-  37 52 40.     (N)    087 55 12.     (W)     SCALED    
 HA0971* NAVD 88     -       108.729  (meters)     356.72   (feet)  ADJUSTED  
 HA0971  ___________________________________________________________________
 HA0971  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HA0971  DYNAMIC HT  -         108.655 (meters)     356.48  (feet)  COMP
 HA0971  MODELED GRAV-     979,944.8   (mgal)                       NAVD 88
 HA0971
 HA0971  VERT ORDER  -  FIRST     CLASS II
 HA0971
 HA0971.The horizontal coordinates were scaled from a topographic map and have
 HA0971.an estimated accuracy of +/- 6 seconds.
 HA0971
 HA0971.The orthometric height was determined by differential leveling
 HA0971.and adjusted by the National Geodetic Survey in June 1991..
 HA0971
 HA0971.The geoid height was determined by GEOID03.
 HA0971
 HA0971.The dynamic height is computed by dividing the NAVD 88
 HA0971.geopotential number by the normal gravity value computed on the
 HA0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0971.degrees latitude (g = 980.6199 gals.).
 HA0971
 HA0971.The modeled gravity was interpolated from observed gravity values.
 HA0971
 HA0971;                    North         East    Units  Estimated Accuracy
 HA0971;SPC KY1Z     - 1,173,630.    1,309,120.      MT  (+/- 180 meters Scaled)
 HA0971
 HA0971                          SUPERSEDED SURVEY CONTROL
 HA0971
 HA0971  NGVD 29 (??/??/92)  108.830  (m)          357.05   (f) ADJ UNCH    1 2
 HA0971
 HA0971.Superseded values are not recommended for survey control.
 HA0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0971.See file dsdata.txt to determine how the superseded data were derived.
 HA0971
 HA0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG190926(NAD 83)
 HA0971_MARKER: DB = BENCH MARK DISK
 HA0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0971_STAMPING: D 331 1953
 HA0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0971+STABILITY: SURFACE MOTION
 HA0971
 HA0971  HISTORY     - Date     Condition        Report By
 HA0971  HISTORY     - 1953     MONUMENTED       CGS
 HA0971  HISTORY     - 1964     GOOD             FAS
 HA0971
 HA0971                          STATION DESCRIPTION
 HA0971
 HA0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0971'9.3 MI N FROM UNIONTOWN.
 HA0971'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 360 FROM THE
 HA0971'INTERSECTION OF MAIN STREET AT UNIONTOWN, THENCE ABOUT 5.65 MILES
 HA0971'NORTHEAST AND NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 3.1 MILES
 HA0971'WEST AND NORTH ALONG A ROAD FOLLOWING THE OHIO RIVER UPSTREAM,
 HA0971'ABOUT 0.1 MILE WEST OF A FARM ROAD EAST AND A CURVE IN ROAD WITH
 HA0971'TANGENTS EXTENDING WEST AND SOUTH, 75 FEET SOUTH OF CENTER LINE
 HA0971'OF ROAD, 132 FEET SOUTHEAST OF CENTER OF ROAD AT A RIGHT ANGLE TURN
 HA0971'IN ROAD WITH TANGENTS EXTENDING NORTH AND EAST, 32 FEET EAST OF
 HA0971'SOUTHEAST CORNER OF AN UNPAINTED FRAME HOUSE, IN LINE WITH EXTENDED
 HA0971'SOUTH FACE OF HOUSE, 14 1/2 FEET WEST OF CENTER LINE OF A DRIVE
 HA0971'LEADING SOUTH, 75 FEET NORTHEAST OF A WELL WITH PUMP, 2 FEET WEST
 HA0971'OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET ABOVE LEVEL OF
 HA0971'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HA0971'NOTE-- HOWEVER BM IS NOW FLUSH WITH THE GROUND AND THE WITNESS
 HA0971'POST IS GONE.
 HA0971
 HA0971                          STATION RECOVERY (1964)
 HA0971
 HA0971'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2357 ***********************************************************************
 GZ2357  DESIGNATION -  D 332
 GZ2357  PID         -  GZ2357
 GZ2357  STATE/COUNTY-  KY/HARDIN
 GZ2357  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2357
 GZ2357                         *CURRENT SURVEY CONTROL
 GZ2357  ___________________________________________________________________
 GZ2357* NAD 83(1993)-  37 41 32.09370(N)    085 51 17.06795(W)     ADJUSTED  
 GZ2357* NAVD 88     -       215.683  (meters)     707.62   (feet)  ADJUSTED  
 GZ2357  ___________________________________________________________________
 GZ2357  X           -     365,296.144 (meters)                     COMP
 GZ2357  Y           -  -5,040,311.662 (meters)                     COMP
 GZ2357  Z           -   3,878,582.223 (meters)                     COMP
 GZ2357  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 GZ2357  ELLIP HEIGHT-         182.92  (meters)          (02/04/97) GPS OBS
 GZ2357  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GZ2357  DYNAMIC HT  -         215.521 (meters)     707.09  (feet)  COMP
 GZ2357  MODELED GRAV-     979,872.0   (mgal)                       NAVD 88
 GZ2357
 GZ2357  HORZ ORDER  -  FIRST
 GZ2357  VERT ORDER  -  FIRST     CLASS II
 GZ2357  ELLP ORDER  -  FOURTH    CLASS I
 GZ2357
 GZ2357.The horizontal coordinates were established by GPS observations
 GZ2357.and adjusted by the National Geodetic Survey in February 1997..
 GZ2357
 GZ2357.The orthometric height was determined by differential leveling
 GZ2357.and adjusted by the National Geodetic Survey in June 1991..
 GZ2357
 GZ2357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ2357
 GZ2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2357
 GZ2357.The ellipsoidal height was determined by GPS observations
 GZ2357.and is referenced to NAD 83.
 GZ2357
 GZ2357.The geoid height was determined by GEOID03.
 GZ2357
 GZ2357.The dynamic height is computed by dividing the NAVD 88
 GZ2357.geopotential number by the normal gravity value computed on the
 GZ2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2357.degrees latitude (g = 980.6199 gals.).
 GZ2357
 GZ2357.The modeled gravity was interpolated from observed gravity values.
 GZ2357
 GZ2357;                    North         East     Units Scale Factor Converg.
 GZ2357;SPC KY1Z     - 1,150,820.841 1,490,762.852   MT  0.99991008   -0 03 51.5
 GZ2357;SPC KY1Z     - 3,775,651.38  4,890,944.46   sFT  0.99991008   -0 03 51.5
 GZ2357;SPC KY S     -   650,812.269   490,762.346   MT  0.99996488   -0 03 48.7
 GZ2357;SPC KY S     - 2,135,206.59  1,610,109.46   sFT  0.99996488   -0 03 48.7
 GZ2357;UTM  16      - 4,172,287.269   600,971.131   MT  0.99972557   +0 42 01.1
 GZ2357
 GZ2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2357!SPC KY1Z     -   0.99997130  x   0.99991008  =   0.99988138
 GZ2357!SPC KY S     -   0.99997130  x   0.99996488  =   0.99993618
 GZ2357!UTM  16      -   0.99997130  x   0.99972557  =   0.99969687
 GZ2357
 GZ2357                          SUPERSEDED SURVEY CONTROL
 GZ2357
 GZ2357  NAVD 88 (02/04/97)  215.68   (m)          707.6    (f) LEVELING    3  
 GZ2357  NGVD 29 (??/??/92)  215.802  (m)          708.01   (f) ADJ UNCH    1 2
 GZ2357
 GZ2357.Superseded values are not recommended for survey control.
 GZ2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2357.See file dsdata.txt to determine how the superseded data were derived.
 GZ2357
 GZ2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0097172287(NAD 83)
 GZ2357_MARKER: DB = BENCH MARK DISK
 GZ2357_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GZ2357_SP_SET: BRIDGE ABUTMENT
 GZ2357_STAMPING: D 332 1953
 GZ2357_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2357+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 GZ2357
 GZ2357  HISTORY     - Date     Condition        Report By
 GZ2357  HISTORY     - 1953     MONUMENTED       CGS
 GZ2357  HISTORY     - 1981     GOOD             KYDT
 GZ2357  HISTORY     - 19961110 GOOD             LOWE
 GZ2357  HISTORY     - 20010919 GOOD             KYDT
 GZ2357
 GZ2357                          STATION DESCRIPTION
 GZ2357
 GZ2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2357'IN ELIZABETHTOWN.
 GZ2357'0.1 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GZ2357'THE STATION AT ELIZABETHTOWN, IN THE TOP OF THE EAST END OF THE
 GZ2357'NORTH ABUTMENT OF THE RAILROAD BRIDGE OVER VALLEY CREEK, 7 1/2
 GZ2357'FEET EAST OF THE EAST RAIL OF THE NORTH BOUND TRACK AND ABOUT
 GZ2357'1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GZ2357
 GZ2357                          STATION RECOVERY (1981)
 GZ2357
 GZ2357'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ2357'RECOVERED IN GOOD CONDITION.
 GZ2357
 GZ2357                          STATION RECOVERY (1996)
 GZ2357
 GZ2357'RECOVERY NOTE BY LOWE ENGINEERS 1996 (GRP)
 GZ2357'RECOVERED AS DESCRIBED, NEW TO REACH FOLLOW.  STATION IS LOCATED IN
 GZ2357'ELIZABETHTOWN ABOUT 29.0 KM (18.00 MI) SOUTHEAST OF RADCLIFF AND ABOUT
 GZ2357'16.1 KM (10.00 MI) SOUTHWEST OF BARDSTOWN.  TO REACH FROM THE RAILROAD
 GZ2357'STATION IN ELIZABETHTOWN WHICH IS NOW AN ICE PLANT, GO NORTH 0.2 KM
 GZ2357'(0.10 MI) ALONG THE L AND N RAIL ROAD TRACK TO A BRIDGE OVER A SMALL
 GZ2357'CREEK AND STATION ON THE RIGHT.  STATION IS SET IN A DRILL HOLE IN THE
 GZ2357'TOP OF THE EAST END OF OF THE NORTH ABUTMENT OF THE BRIDGE.
 GZ2357
 GZ2357                          STATION RECOVERY (2001)
 GZ2357
 GZ2357'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0413 ***********************************************************************
 HA0413  DESIGNATION -  D 333
 HA0413  PID         -  HA0413
 HA0413  STATE/COUNTY-  KY/HANCOCK
 HA0413  USGS QUAD   -  LEWISPORT (1967)
 HA0413
 HA0413                         *CURRENT SURVEY CONTROL
 HA0413  ___________________________________________________________________
 HA0413* NAD 83(1993)-  37 56 43.12150(N)    086 53 24.83100(W)     ADJUSTED  
 HA0413* NAVD 88     -       118.868  (meters)     389.99   (feet)  ADJUSTED  
 HA0413  ___________________________________________________________________
 HA0413  X           -     273,210.946 (meters)                     COMP
 HA0413  Y           -  -5,028,816.915 (meters)                     COMP
 HA0413  Z           -   3,900,712.503 (meters)                     COMP
 HA0413  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 HA0413  ELLIP HEIGHT-          87.33  (meters)          (01/09/97) GPS OBS
 HA0413  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 HA0413  DYNAMIC HT  -         118.786 (meters)     389.72  (feet)  COMP
 HA0413  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 HA0413
 HA0413  HORZ ORDER  -  FIRST
 HA0413  VERT ORDER  -  FIRST     CLASS II
 HA0413  ELLP ORDER  -  FOURTH    CLASS I
 HA0413
 HA0413.The horizontal coordinates were established by GPS observations
 HA0413.and adjusted by the National Geodetic Survey in January 1997..
 HA0413
 HA0413.The orthometric height was determined by differential leveling
 HA0413.and adjusted by the National Geodetic Survey in June 1991..
 HA0413
 HA0413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA0413
 HA0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0413
 HA0413.The ellipsoidal height was determined by GPS observations
 HA0413.and is referenced to NAD 83.
 HA0413
 HA0413.The geoid height was determined by GEOID03.
 HA0413
 HA0413.The dynamic height is computed by dividing the NAVD 88
 HA0413.geopotential number by the normal gravity value computed on the
 HA0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0413.degrees latitude (g = 980.6199 gals.).
 HA0413
 HA0413.The modeled gravity was interpolated from observed gravity values.
 HA0413
 HA0413;                    North         East     Units Scale Factor Converg.
 HA0413;SPC KY1Z     - 1,179,513.505 1,399,788.341   MT  0.99990566   -0 42 00.2
 HA0413;SPC KY1Z     - 3,869,787.22  4,592,472.25   sFT  0.99990566   -0 42 00.2
 HA0413;SPC KY S     -   679,499.703   399,778.604   MT  1.00000221   -0 41 29.4
 HA0413;SPC KY S     - 2,229,325.28  1,311,606.97   sFT  1.00000221   -0 41 29.4
 HA0413;UTM  16      - 4,199,752.929   509,644.594   MT  0.99960115   +0 04 03.0
 HA0413
 HA0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0413!SPC KY1Z     -   0.99998630  x   0.99990566  =   0.99989196
 HA0413!SPC KY S     -   0.99998630  x   1.00000221  =   0.99998851
 HA0413!UTM  16      -   0.99998630  x   0.99960115  =   0.99958745
 HA0413
 HA0413                          SUPERSEDED SURVEY CONTROL
 HA0413
 HA0413  NAVD 88 (01/09/97)  118.87   (m)          390.0    (f) LEVELING    3  
 HA0413  NGVD 29 (??/??/92)  118.972  (m)          390.33   (f) ADJ UNCH    1 2
 HA0413
 HA0413.Superseded values are not recommended for survey control.
 HA0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0413.See file dsdata.txt to determine how the superseded data were derived.
 HA0413
 HA0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0964599753(NAD 83)
 HA0413_MARKER: DB = BENCH MARK DISK
 HA0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0413_STAMPING: D 333 1953
 HA0413_MARK LOGO: CGS   
 HA0413_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0413+STABILITY: SURFACE MOTION
 HA0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0413+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 HA0413
 HA0413  HISTORY     - Date     Condition        Report By
 HA0413  HISTORY     - 1953     MONUMENTED       CGS
 HA0413  HISTORY     - 19951130 GOOD             LOWE
 HA0413  HISTORY     - 20011008 GOOD             KYDT
 HA0413  HISTORY     - 20050815 POOR             GEOCAC
 HA0413
 HA0413                          STATION DESCRIPTION
 HA0413
 HA0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0413'0.8 MI NE FROM LEWISPORT.
 HA0413'ABOUT 0.75 MILE NORTHEAST ALONG STATE HIGHWAY 334 FROM THE
 HA0413'BAPTIST CHURCH AT LEWISPORT, ABOUT 0.9 MILE NORTHEAST OF THE
 HA0413'WATER TOWER AT LEWISPORT, 35 FEET SOUTHEAST OF CENTER LINE OF
 HA0413'HIGHWAY, 124 FEET NORTH-NORTHWEST AND ACROSS DRIVE WAY SOUTHEAST
 HA0413'FROM NORTH CORNER OF G.B. REYNOLDS RESIDENCE, 17 1/2 FEET
 HA0413'SOUTHEAST OF NORTHEAST END OF AN 18-INCH PIPE CULVERT UNDER
 HA0413'DRIVE WAY, 15 FEET NORTHEAST OF CENTER LINE OF DRIVE, 6 FEET
 HA0413'NORTHEAST OF A FENCE CORNER, 2 FEET NORTHWEST OF A FENCE LINE,
 HA0413'1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2
 HA0413'FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HA0413'POST PROJECTING 4 INCHES.
 HA0413
 HA0413                          STATION RECOVERY (1995)
 HA0413
 HA0413'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HA0413'RECOVERED AS DESCRIBED.
 HA0413
 HA0413                          STATION RECOVERY (2001)
 HA0413
 HA0413'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (HE)
 HA0413'RECOVERED IN GOOD CONDITION.
 HA0413
 HA0413                          STATION RECOVERY (2005)
 HA0413
 HA0413'RECOVERY NOTE BY GEOCACHING 2005 (SA)
 HA0413'CONCRETE MONUMENT HAS BEEN TURNED - LIKELY AS A RESULT OF CONTACT WITH
 HA0413'A FARMING IMPLEMENT.  DISK IS NOT VISIBLE, BUT MONUMENT IS MARKED WITH
 HA0413'A STEEL FENCE POST WHICH IS SERVING AS A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1395 ***********************************************************************
 HZ1395  DESIGNATION -  D 334
 HZ1395  PID         -  HZ1395
 HZ1395  STATE/COUNTY-  KY/JEFFERSON
 HZ1395  USGS QUAD   -  KOSMOSDALE (1994)
 HZ1395
 HZ1395                         *CURRENT SURVEY CONTROL
 HZ1395  ___________________________________________________________________
 HZ1395* NAD 83(1986)-  38 04 51.     (N)    085 52 34.     (W)     SCALED    
 HZ1395* NAVD 88     -       135.083  (meters)     443.18   (feet)  ADJUSTED  
 HZ1395  ___________________________________________________________________
 HZ1395  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HZ1395  DYNAMIC HT  -         134.990 (meters)     442.88  (feet)  COMP
 HZ1395  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 HZ1395
 HZ1395  VERT ORDER  -  FIRST     CLASS II
 HZ1395
 HZ1395.The horizontal coordinates were scaled from a topographic map and have
 HZ1395.an estimated accuracy of +/- 6 seconds.
 HZ1395
 HZ1395.The orthometric height was determined by differential leveling
 HZ1395.and adjusted by the National Geodetic Survey in June 1991..
 HZ1395
 HZ1395.The geoid height was determined by GEOID03.
 HZ1395
 HZ1395.The dynamic height is computed by dividing the NAVD 88
 HZ1395.geopotential number by the normal gravity value computed on the
 HZ1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1395.degrees latitude (g = 980.6199 gals.).
 HZ1395
 HZ1395.The modeled gravity was interpolated from observed gravity values.
 HZ1395
 HZ1395;                    North         East    Units  Estimated Accuracy
 HZ1395;SPC KY1Z     - 1,193,950.    1,488,940.      MT  (+/- 180 meters Scaled)
 HZ1395
 HZ1395                          SUPERSEDED SURVEY CONTROL
 HZ1395
 HZ1395  NGVD 29 (??/??/92)  135.221  (m)          443.64   (f) ADJ UNCH    1 2
 HZ1395
 HZ1395.Superseded values are not recommended for survey control.
 HZ1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1395.See file dsdata.txt to determine how the superseded data were derived.
 HZ1395
 HZ1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH985153(NAD 83)
 HZ1395_MARKER: DB = BENCH MARK DISK
 HZ1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1395_STAMPING: D 334 1953
 HZ1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1395+STABILITY: SURFACE MOTION
 HZ1395
 HZ1395  HISTORY     - Date     Condition        Report By
 HZ1395  HISTORY     - 1953     MONUMENTED       CGS
 HZ1395  HISTORY     - 1979     MARK NOT FOUND   USGS
 HZ1395
 HZ1395                          STATION DESCRIPTION
 HZ1395
 HZ1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HZ1395'3.8 MI NE FROM KOSMOSDALE.
 HZ1395'ABOUT 3.85 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HZ1395'THE STATION AT KOSMOSDALE, ABOUT 3 1/2 POLES NORTH OF MILE POST
 HZ1395'L 14, 34 FEET WEST OF WEST RAIL, 44 FEET SOUTHWEST OF CENTER OF A
 HZ1395'FARM ROAD CROSSING, 42 FEET SOUTH AND ACROSS FARM ROAD FROM
 HZ1395'TELEPHONE POLE NO. 510, 29 FEET SOUTH OF CENTER LINE OF FARM ROAD,
 HZ1395'1 1/2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 HZ1395'WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP
 HZ1395'OF A CONCRETE POST PROJECTING 4 INCHES.
 HZ1395
 HZ1395                          STATION RECOVERY (1979)
 HZ1395
 HZ1395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HZ1395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1025 ***********************************************************************
 HA1025  DESIGNATION -  D 336
 HA1025  PID         -  HA1025
 HA1025  STATE/COUNTY-  KY/HENDERSON
 HA1025  USGS QUAD   -  HENDERSON (1993)
 HA1025
 HA1025                         *CURRENT SURVEY CONTROL
 HA1025  ___________________________________________________________________
 HA1025* NAD 83(1986)-  37 51 24.     (N)    087 34 25.     (W)     SCALED    
 HA1025* NAVD 88     -       127.982  (meters)     419.89   (feet)  ADJUSTED  
 HA1025  ___________________________________________________________________
 HA1025  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HA1025  DYNAMIC HT  -         127.894 (meters)     419.60  (feet)  COMP
 HA1025  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HA1025
 HA1025  VERT ORDER  -  FIRST     CLASS II
 HA1025
 HA1025.The horizontal coordinates were scaled from a topographic map and have
 HA1025.an estimated accuracy of +/- 6 seconds.
 HA1025
 HA1025.The orthometric height was determined by differential leveling
 HA1025.and adjusted by the National Geodetic Survey in June 1991..
 HA1025
 HA1025.The geoid height was determined by GEOID03.
 HA1025
 HA1025.The dynamic height is computed by dividing the NAVD 88
 HA1025.geopotential number by the normal gravity value computed on the
 HA1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1025.degrees latitude (g = 980.6199 gals.).
 HA1025
 HA1025.The modeled gravity was interpolated from observed gravity values.
 HA1025
 HA1025;                    North         East    Units  Estimated Accuracy
 HA1025;SPC KY1Z     - 1,170,630.    1,339,540.      MT  (+/- 180 meters Scaled)
 HA1025
 HA1025                          SUPERSEDED SURVEY CONTROL
 HA1025
 HA1025  NGVD 29 (??/??/92)  128.081  (m)          420.21   (f) ADJ UNCH    1 2
 HA1025
 HA1025.Superseded values are not recommended for survey control.
 HA1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1025.See file dsdata.txt to determine how the superseded data were derived.
 HA1025
 HA1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG495900(NAD 83)
 HA1025_MARKER: DB = BENCH MARK DISK
 HA1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA1025_SP_SET: BUILDING
 HA1025_STAMPING: D 336 1953
 HA1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1025
 HA1025  HISTORY     - Date     Condition        Report By
 HA1025  HISTORY     - 1953     MONUMENTED       CGS
 HA1025  HISTORY     - 1964     MARK NOT FOUND   FAS
 HA1025  HISTORY     - 1985     MARK NOT FOUND   NGS
 HA1025
 HA1025                          STATION DESCRIPTION
 HA1025
 HA1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA1025'AT HENDERSON.
 HA1025'AT HENDERSON, ABOUT 50 YARDS SOUTHWEST OF THE CENTER OF
 HA1025'JUNCTION OF U.S. HIGHWAY 60 AND U.S. HIGHWAY 41, IN THE NORTHEAST
 HA1025'PART OF TOWN, IN FRONT OF A-1 MOTEL, 25 FEET SOUTHEAST OF
 HA1025'CENTER LINE OF HIGHWAY, IN THE TOP OF THE NORTHEAST END OF
 HA1025'SOUTHEAST HEAD WALL OF A 4-FOOT CONCRETE CULVERT UNDER HIGHWAY,
 HA1025'48 1/2 FEET NORTH OF WEST CORNER OF PARKLAND LUMBER COMPANY
 HA1025'OFFICE BUILDING AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 HA1025'NOTE-- THERE IS A NEW HIGHWAY WHERE THE OLD HIGHWAY USED TO BE,
 HA1025'AND THE BENCH MARK APPEARS TO BE DESTROYED.
 HA1025
 HA1025                          STATION RECOVERY (1964)
 HA1025
 HA1025'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA1025'MARK NOT FOUND.
 HA1025
 HA1025                          STATION RECOVERY (1985)
 HA1025
 HA1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1025'THERE NO LONGER IS A CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0610 ***********************************************************************
 HA0610  DESIGNATION -  D 337
 HA0610  PID         -  HA0610
 HA0610  STATE/COUNTY-  KY/HENDERSON
 HA0610  USGS QUAD   -  YANKEETOWN (1983)
 HA0610
 HA0610                         *CURRENT SURVEY CONTROL
 HA0610  ___________________________________________________________________
 HA0610* NAD 83(1986)-  37 53 39.     (N)    087 21 22.     (W)     SCALED    
 HA0610* NAVD 88     -       115.668  (meters)     379.49   (feet)  ADJUSTED  
 HA0610  ___________________________________________________________________
 HA0610  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HA0610  DYNAMIC HT  -         115.588 (meters)     379.23  (feet)  COMP
 HA0610  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 HA0610
 HA0610  VERT ORDER  -  FIRST     CLASS II
 HA0610
 HA0610.The horizontal coordinates were scaled from a topographic map and have
 HA0610.an estimated accuracy of +/- 6 seconds.
 HA0610
 HA0610.The orthometric height was determined by differential leveling
 HA0610.and adjusted by the National Geodetic Survey in June 1991..
 HA0610
 HA0610.The geoid height was determined by GEOID03.
 HA0610
 HA0610.The dynamic height is computed by dividing the NAVD 88
 HA0610.geopotential number by the normal gravity value computed on the
 HA0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0610.degrees latitude (g = 980.6199 gals.).
 HA0610
 HA0610.The modeled gravity was interpolated from observed gravity values.
 HA0610
 HA0610;                    North         East    Units  Estimated Accuracy
 HA0610;SPC KY1Z     - 1,174,440.    1,358,750.      MT  (+/- 180 meters Scaled)
 HA0610
 HA0610                          SUPERSEDED SURVEY CONTROL
 HA0610
 HA0610  NGVD 29 (??/??/92)  115.764  (m)          379.80   (f) ADJ UNCH    1 2
 HA0610
 HA0610.Superseded values are not recommended for survey control.
 HA0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0610.See file dsdata.txt to determine how the superseded data were derived.
 HA0610
 HA0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG686941(NAD 83)
 HA0610_MARKER: DB = BENCH MARK DISK
 HA0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0610_STAMPING: D 337 1953
 HA0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0610+STABILITY: SURFACE MOTION
 HA0610
 HA0610  HISTORY     - Date     Condition        Report By
 HA0610  HISTORY     - 1953     MONUMENTED       CGS
 HA0610
 HA0610                          STATION DESCRIPTION
 HA0610
 HA0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0610'3.5 MI SE FROM SCUFFLETOWN.
 HA0610'ABOUT 2.5 MILES SOUTHEAST AND SOUTHWEST ALONG A GRAVEL ROAD FROM
 HA0610'THE OLD STORE AT SCUFFLETOWN TO THE JUNCTION OF THE BEALS-CARLINBURG
 HA0610'ROAD AT A POINT ABOUT 2.85 MILES NORTHEAST OF THE CROSSING OF THE
 HA0610'LOUISVILLE AND NASHVILLE RAILROAD AT BEALS, THENCE ABOUT 1.0 MILES
 HA0610'EAST ALONG A BLACK TOP AND GRAVEL ROAD LEADING TO CARLINBURG,
 HA0610'ABOUT 0.15 MILE WEST OF THE JUNCTION OF A GRAVEL ROAD SOUTHWEST,
 HA0610'31 FEET SOUTH OF CENTER LINE OF ROAD, 53 FEET EAST-NORTHEAST
 HA0610'OF NORTHEAST CORNER OF A FARM HOUSE WITH TAN IMITATION-BRICK
 HA0610'SIDING, 1 FOOT NORTH OF A FENCE LINE, 22 1/2 FEET EAST OF A
 HA0610'FENCE CORNER, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN
 HA0610'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  MARK IS ABOUT
 HA0610'2.0 MILES WEST ALONG A GRAVEL ROAD LEADING TO BEALS FROM THE
 HA0610'JUNCTION OF NORTHEAST-SOUTHWEST GRAVEL ROAD AT CARLINBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0443 ***********************************************************************
 HA0443  DESIGNATION -  D 338
 HA0443  PID         -  HA0443
 HA0443  STATE/COUNTY-  KY/HANCOCK
 HA0443  USGS QUAD   -  CANNELTON (1993)
 HA0443
 HA0443                         *CURRENT SURVEY CONTROL
 HA0443  ___________________________________________________________________
 HA0443* NAD 83(1986)-  37 53 26.     (N)    086 42 08.     (W)     SCALED    
 HA0443* NAVD 88     -       123.981  (meters)     406.76   (feet)  ADJUSTED  
 HA0443  ___________________________________________________________________
 HA0443  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HA0443  DYNAMIC HT  -         123.893 (meters)     406.47  (feet)  COMP
 HA0443  MODELED GRAV-     979,919.6   (mgal)                       NAVD 88
 HA0443
 HA0443  VERT ORDER  -  FIRST     CLASS II
 HA0443
 HA0443.The horizontal coordinates were scaled from a topographic map and have
 HA0443.an estimated accuracy of +/- 6 seconds.
 HA0443
 HA0443.The orthometric height was determined by differential leveling
 HA0443.and adjusted by the National Geodetic Survey in June 1991..
 HA0443
 HA0443.The geoid height was determined by GEOID03.
 HA0443
 HA0443.The dynamic height is computed by dividing the NAVD 88
 HA0443.geopotential number by the normal gravity value computed on the
 HA0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0443.degrees latitude (g = 980.6199 gals.).
 HA0443
 HA0443.The modeled gravity was interpolated from observed gravity values.
 HA0443
 HA0443;                    North         East    Units  Estimated Accuracy
 HA0443;SPC KY1Z     - 1,173,250.    1,416,250.      MT  (+/- 180 meters Scaled)
 HA0443
 HA0443                          SUPERSEDED SURVEY CONTROL
 HA0443
 HA0443  NGVD 29 (??/??/92)  124.085  (m)          407.10   (f) ADJ UNCH    1 2
 HA0443
 HA0443.Superseded values are not recommended for survey control.
 HA0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0443.See file dsdata.txt to determine how the superseded data were derived.
 HA0443
 HA0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG261937(NAD 83)
 HA0443_MARKER: DB = BENCH MARK DISK
 HA0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0443_STAMPING: D 338 1953
 HA0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0443+STABILITY: SURFACE MOTION
 HA0443
 HA0443  HISTORY     - Date     Condition        Report By
 HA0443  HISTORY     - 1953     MONUMENTED       CGS
 HA0443
 HA0443                          STATION DESCRIPTION
 HA0443
 HA0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0443'4.3 MI E FROM HAWESVILLE.
 HA0443'ABOUT 3.15 MILES SOUTHEAST AND EAST ALONG U.S. HIGHWAY 60 FROM THE
 HA0443'COURT HOUSE AT HAWESVILLE, THENCE ABOUT 1.15 MILES NORTH AND EAST
 HA0443'ALONG A ROAD LEADING TO SKILLMAN, ABOUT 0.45 MILE NORTHEAST OF
 HA0443'STEEL BRIDGE OVER INDIAN CREEK, BETWEEN THE ROAD AND THE
 HA0443'LOUISVILLE AND NASHVILLE RAILROAD, ABOUT 0.35 MILE NORTHEAST
 HA0443'OF L. AND N. RR BRIDGE OVER INDIAN CREEK, ABOUT 1.7 MILES WEST
 HA0443'ALONG THE L. AND N. RR FROM THE STATION AND POST OFFICE AT
 HA0443'SKILLMAN, 22 FEET NORTHWEST OF NORTHWEST RAIL, 13 FEET SOUTHEAST
 HA0443'OF CENTER LINE OF ROAD, 4 FEET SOUTHWEST OF A TELEPHONE POLE
 HA0443'AND IN LINE WITH ROW OF POLES, ABOUT 1 FOOT BELOW LEVEL OF TRACK,
 HA0443'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 HA0443'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0306 ***********************************************************************
 JA0306  DESIGNATION -  D 339
 JA0306  PID         -  JA0306
 JA0306  STATE/COUNTY-  KY/MEADE
 JA0306  USGS QUAD   -  ALTON (1993)
 JA0306
 JA0306                         *CURRENT SURVEY CONTROL
 JA0306  ___________________________________________________________________
 JA0306* NAD 83(1986)-  38 04 16.     (N)    086 24 01.     (W)     SCALED    
 JA0306* NAVD 88     -       228.728  (meters)     750.42   (feet)  ADJUSTED  
 JA0306  ___________________________________________________________________
 JA0306  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JA0306  DYNAMIC HT  -         228.564 (meters)     749.88  (feet)  COMP
 JA0306  MODELED GRAV-     979,903.3   (mgal)                       NAVD 88
 JA0306
 JA0306  VERT ORDER  -  FIRST     CLASS II
 JA0306
 JA0306.The horizontal coordinates were scaled from a topographic map and have
 JA0306.an estimated accuracy of +/- 6 seconds.
 JA0306
 JA0306.The orthometric height was determined by differential leveling
 JA0306.and adjusted by the National Geodetic Survey in June 1991..
 JA0306
 JA0306.The geoid height was determined by GEOID03.
 JA0306
 JA0306.The dynamic height is computed by dividing the NAVD 88
 JA0306.geopotential number by the normal gravity value computed on the
 JA0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0306.degrees latitude (g = 980.6199 gals.).
 JA0306
 JA0306.The modeled gravity was interpolated from observed gravity values.
 JA0306
 JA0306;                    North         East    Units  Estimated Accuracy
 JA0306;SPC KY1Z     - 1,193,060.    1,442,950.      MT  (+/- 180 meters Scaled)
 JA0306
 JA0306                          SUPERSEDED SURVEY CONTROL
 JA0306
 JA0306  NGVD 29 (??/??/92)  228.830  (m)          750.75   (f) ADJ UNCH    1 2
 JA0306
 JA0306.Superseded values are not recommended for survey control.
 JA0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0306.See file dsdata.txt to determine how the superseded data were derived.
 JA0306
 JA0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH526138(NAD 83)
 JA0306_MARKER: DB = BENCH MARK DISK
 JA0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0306_STAMPING: D 339 1953
 JA0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0306+STABILITY: SURFACE MOTION
 JA0306
 JA0306  HISTORY     - Date     Condition        Report By
 JA0306  HISTORY     - 1953     MONUMENTED       CGS
 JA0306
 JA0306                          STATION DESCRIPTION
 JA0306
 JA0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0306'3.3 MI SW FROM WOLF CREEK.
 JA0306'2.65 MILES SOUTH ALONG STATE HIGHWAY 1047 FROM THE POST OFFICE
 JA0306'AT WOLF CREEK, THENCE ABOUT 0.65 MILE WEST AND NORTHWEST ALONG A
 JA0306'GRAVEL ROAD, AT THE JUNCTION OF A ROAD SOUTHWEST, 70 FEET
 JA0306'SOUTHWEST OF CENTER OF JUNCTION, 24 FEET SOUTHEAST OF CENTER
 JA0306'LINE OF ROAD SOUTHWEST, 13 1/2 FEET NORTH OF AN 18-INCH SHELLBARK
 JA0306'HICKORY TREE, ABOUT 1 FOOT BELOW LEVEL OF MAIN ROAD, ABOUT 3 FEET
 JA0306'BELOW LEVEL OF ROAD SOUTHWEST AND SET IN THE TOP OF A CONCRETE
 JA0306'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0346 ***********************************************************************
 JA0346  DESIGNATION -  D 340
 JA0346  PID         -  JA0346
 JA0346  STATE/COUNTY-  KY/MEADE
 JA0346  USGS QUAD   -  MAUCKPORT (1994)
 JA0346
 JA0346                         *CURRENT SURVEY CONTROL
 JA0346  ___________________________________________________________________
 JA0346* NAD 83(1986)-  38 00 58.     (N)    086 13 53.     (W)     SCALED    
 JA0346* NAVD 88     -       168.180  (meters)     551.77   (feet)  ADJUSTED  
 JA0346  ___________________________________________________________________
 JA0346  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JA0346  DYNAMIC HT  -         168.061 (meters)     551.38  (feet)  COMP
 JA0346  MODELED GRAV-     979,918.6   (mgal)                       NAVD 88
 JA0346
 JA0346  VERT ORDER  -  FIRST     CLASS II
 JA0346
 JA0346.The horizontal coordinates were scaled from a topographic map and have
 JA0346.an estimated accuracy of +/- 6 seconds.
 JA0346
 JA0346.The orthometric height was determined by differential leveling
 JA0346.and adjusted by the National Geodetic Survey in June 1991..
 JA0346
 JA0346.The geoid height was determined by GEOID03.
 JA0346
 JA0346.The dynamic height is computed by dividing the NAVD 88
 JA0346.geopotential number by the normal gravity value computed on the
 JA0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0346.degrees latitude (g = 980.6199 gals.).
 JA0346
 JA0346.The modeled gravity was interpolated from observed gravity values.
 JA0346
 JA0346;                    North         East    Units  Estimated Accuracy
 JA0346;SPC KY1Z     - 1,186,870.    1,457,730.      MT  (+/- 180 meters Scaled)
 JA0346
 JA0346                          SUPERSEDED SURVEY CONTROL
 JA0346
 JA0346  NGVD 29 (??/??/92)  168.290  (m)          552.13   (f) ADJ UNCH    1 2
 JA0346
 JA0346.Superseded values are not recommended for survey control.
 JA0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0346.See file dsdata.txt to determine how the superseded data were derived.
 JA0346
 JA0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH674078(NAD 83)
 JA0346_MARKER: DB = BENCH MARK DISK
 JA0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0346_SP_SET: CULVERT
 JA0346_STAMPING: D 340 1953
 JA0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0346
 JA0346  HISTORY     - Date     Condition        Report By
 JA0346  HISTORY     - 1953     MONUMENTED       CGS
 JA0346  HISTORY     - 19941205 GOOD             WOOLPT
 JA0346
 JA0346                          STATION DESCRIPTION
 JA0346
 JA0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0346'3.8 MI NW FROM BRANDENBURG.
 JA0346'3.85 MILES NORTHWEST ALONG STATE HIGHWAY 228 FROM THE JUNCTION
 JA0346'OF STATE HIGHWAY 448 AT BRANDENBURG, ABOUT 0.75 MILE SOUTHEAST
 JA0346'OF JUNCTION OF HAYNES LANDING ROAD LEADING NORTHEAST, IN THE
 JA0346'TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF AN 8-FOOT
 JA0346'CONCRETE CULVERT, 12 1/2 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY
 JA0346'AND ABOUT LEVEL WITH HIGHWAY.
 JA0346
 JA0346                          STATION RECOVERY (1994)
 JA0346
 JA0346'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1994
 JA0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0054 ***********************************************************************
 HA0054  DESIGNATION -  D 341
 HA0054  PID         -  HA0054
 HA0054  STATE/COUNTY-  KY/MEADE
 HA0054  USGS QUAD   -  ROCK HAVEN (1991)
 HA0054
 HA0054                         *CURRENT SURVEY CONTROL
 HA0054  ___________________________________________________________________
 HA0054* NAD 83(1986)-  37 58 57.     (N)    086 04 36.     (W)     SCALED    
 HA0054* NAVD 88     -       133.322  (meters)     437.41   (feet)  ADJUSTED  
 HA0054  ___________________________________________________________________
 HA0054  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 HA0054  DYNAMIC HT  -         133.227 (meters)     437.10  (feet)  COMP
 HA0054  MODELED GRAV-     979,915.2   (mgal)                       NAVD 88
 HA0054
 HA0054  VERT ORDER  -  FIRST     CLASS II
 HA0054
 HA0054.The horizontal coordinates were scaled from a topographic map and have
 HA0054.an estimated accuracy of +/- 6 seconds.
 HA0054
 HA0054.The orthometric height was determined by differential leveling
 HA0054.and adjusted by the National Geodetic Survey in June 1991..
 HA0054
 HA0054.The geoid height was determined by GEOID03.
 HA0054
 HA0054.The dynamic height is computed by dividing the NAVD 88
 HA0054.geopotential number by the normal gravity value computed on the
 HA0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0054.degrees latitude (g = 980.6199 gals.).
 HA0054
 HA0054.The modeled gravity was interpolated from observed gravity values.
 HA0054
 HA0054;                    North         East    Units  Estimated Accuracy
 HA0054;SPC KY1Z     - 1,183,080.    1,471,300.      MT  (+/- 180 meters Scaled)
 HA0054
 HA0054                          SUPERSEDED SURVEY CONTROL
 HA0054
 HA0054  NGVD 29 (??/??/92)  133.437  (m)          437.78   (f) ADJ UNCH    1 2
 HA0054
 HA0054.Superseded values are not recommended for survey control.
 HA0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0054.See file dsdata.txt to determine how the superseded data were derived.
 HA0054
 HA0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH810042(NAD 83)
 HA0054_MARKER: DB = BENCH MARK DISK
 HA0054_SETTING: 66 = SET IN ROCK OUTCROP
 HA0054_SP_SET: ROCK OUTCROP
 HA0054_STAMPING: D 341 1953
 HA0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0054+STABILITY: POSITION/ELEVATION WELL
 HA0054
 HA0054  HISTORY     - Date     Condition        Report By
 HA0054  HISTORY     - 1953     MONUMENTED       CGS
 HA0054  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0054
 HA0054                          STATION DESCRIPTION
 HA0054
 HA0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0054'5 MI E FROM BRANDENBURG.
 HA0054'ABOUT 5.05 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0054'FROM THE STATION AT BRANDENBURG, SET VERTICALLY IN A 10 X 30
 HA0054'FOOT ROCK OUTCROP, 11 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 58
 HA0054'FEET SOUTH-SOUTHEAST AND ACROSS THE TRACK FROM POLE NO. 32/12,
 HA0054'20 FEET SOUTHEAST OF THE NORTHWEST END OF THE ROCK AND ABOUT 2
 HA0054'FEET ABOVE THE LEVEL OF THE TRACK.
 HA0054
 HA0054                          STATION RECOVERY (1988)
 HA0054
 HA0054'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 HA0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2319 ***********************************************************************
 GZ2319  DESIGNATION -  D 342
 GZ2319  PID         -  GZ2319
 GZ2319  STATE/COUNTY-  KY/HARDIN
 GZ2319  USGS QUAD   -  VINE GROVE (1991)
 GZ2319
 GZ2319                         *CURRENT SURVEY CONTROL
 GZ2319  ___________________________________________________________________
 GZ2319* NAD 83(1986)-  37 47 43.     (N)    085 58 50.     (W)     SCALED    
 GZ2319* NAVD 88     -       226.772  (meters)     744.00   (feet)  ADJUSTED  
 GZ2319  ___________________________________________________________________
 GZ2319  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 GZ2319  DYNAMIC HT  -         226.605 (meters)     743.45  (feet)  COMP
 GZ2319  MODELED GRAV-     979,886.4   (mgal)                       NAVD 88
 GZ2319
 GZ2319  VERT ORDER  -  FIRST     CLASS II
 GZ2319
 GZ2319.The horizontal coordinates were scaled from a topographic map and have
 GZ2319.an estimated accuracy of +/- 6 seconds.
 GZ2319
 GZ2319.The orthometric height was determined by differential leveling
 GZ2319.and adjusted by the National Geodetic Survey in June 1991..
 GZ2319
 GZ2319.The geoid height was determined by GEOID03.
 GZ2319
 GZ2319.The dynamic height is computed by dividing the NAVD 88
 GZ2319.geopotential number by the normal gravity value computed on the
 GZ2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2319.degrees latitude (g = 980.6199 gals.).
 GZ2319
 GZ2319.The modeled gravity was interpolated from observed gravity values.
 GZ2319
 GZ2319;                    North         East    Units  Estimated Accuracy
 GZ2319;SPC KY1Z     - 1,162,280.    1,479,700.      MT  (+/- 180 meters Scaled)
 GZ2319
 GZ2319                          SUPERSEDED SURVEY CONTROL
 GZ2319
 GZ2319  NGVD 29 (??/??/92)  226.891  (m)          744.39   (f) ADJ UNCH    1 2
 GZ2319
 GZ2319.Superseded values are not recommended for survey control.
 GZ2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2319.See file dsdata.txt to determine how the superseded data were derived.
 GZ2319
 GZ2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG897835(NAD 83)
 GZ2319_MARKER: DB = BENCH MARK DISK
 GZ2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2319_STAMPING: D 342 1953
 GZ2319_MARK LOGO: CGS   
 GZ2319_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2319+STABILITY: SURFACE MOTION
 GZ2319
 GZ2319  HISTORY     - Date     Condition        Report By
 GZ2319  HISTORY     - 1953     MONUMENTED       CGS
 GZ2319  HISTORY     - 1983     GOOD             KYDT
 GZ2319  HISTORY     - 19930701 GOOD             KYDT
 GZ2319
 GZ2319                          STATION DESCRIPTION
 GZ2319
 GZ2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2319'1.2 MI S FROM VINE GROVE.
 GZ2319'1.15 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GZ2319'STATION AT VINE GROVE, 184 FEET SOUTH-SOUTHWEST AND ACROSS THE
 GZ2319'TRACK FROM A SWITCH STAND, 25 FEET WEST OF THE WEST RAIL, 28 FEET
 GZ2319'NORTH OF THE CENTER LINE OF A CROSS ROAD, 49 FEET NORTHWEST OF
 GZ2319'THE CENTER OF THE CROSSING OF THE ROAD AND THE MAIN TRACK, 4
 GZ2319'FEET SOUTHWEST OF A TELEPHONE POLE, 5 FEET EAST OF A FENCE LINE,
 GZ2319'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GZ2319'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ2319
 GZ2319                          STATION RECOVERY (1983)
 GZ2319
 GZ2319'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ2319'RECOVERED IN GOOD CONDITION.
 GZ2319
 GZ2319                          STATION RECOVERY (1993)
 GZ2319
 GZ2319'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ2319'1.02 MILES (1.64 KM) SOUTH ALONG THE PADUCAH AND LOUISVILLE RAILROAD,
 GZ2319'FORMERLY ILLINOIS CENTRAL RAILROAD, FROM ITS CROSSING WITH STATE
 GZ2319'HIGHWAYS 144 AND 391 IN VINE GROVE, ABOUT 1.04 MILES (1.67 KM) SOUTH
 GZ2319'ALONG STATE HIGHWAY 391 FROM JUNCTION WITH STATE HIGHWAY 144 AT VINE
 GZ2319'GROVE, TO Y-ROAD JUNCTION WITH ROAD TO THE SOUTH, THENCE .5 MILES (0.8
 GZ2319'KM) SOUTH AND EAST TO RAILROAD CROSSING AND MARK ON LEFT, 25 FEET (7.6
 GZ2319'M) WEST OF WEST RAIL, 30.3 FEET (9.2 M) NORTH OF THE CENTERLINE OF THE
 GZ2319'ROAD, 46.5 FEET (14.2 M) NORTHWEST OF THE CENTER OF THE CROSSING OF
 GZ2319'THE ROAD AND THE TRACK, 7.5 FEET (2.3 M) EAST OF A FENCE LINE, 1 FOOT
 GZ2319'(0.3 M) EAST OF ORANGE FIBERGLASS WITNESS POST, ABOUT LEVEL WITH THE
 GZ2319'TRACK, SET IN CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1944 ***********************************************************************
 GZ1944  DESIGNATION -  D 343
 GZ1944  PID         -  GZ1944
 GZ1944  STATE/COUNTY-  KY/HART
 GZ1944  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ1944
 GZ1944                         *CURRENT SURVEY CONTROL
 GZ1944  ___________________________________________________________________
 GZ1944* NAD 83(1986)-  37 16 24.     (N)    085 54 10.     (W)     SCALED    
 GZ1944* NAVD 88     -       182.756  (meters)     599.59   (feet)  ADJUSTED  
 GZ1944  ___________________________________________________________________
 GZ1944  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GZ1944  DYNAMIC HT  -         182.616 (meters)     599.13  (feet)  COMP
 GZ1944  MODELED GRAV-     979,859.5   (mgal)                       NAVD 88
 GZ1944
 GZ1944  VERT ORDER  -  FIRST     CLASS II
 GZ1944
 GZ1944.The horizontal coordinates were scaled from a topographic map and have
 GZ1944.an estimated accuracy of +/- 6 seconds.
 GZ1944
 GZ1944.The orthometric height was determined by differential leveling
 GZ1944.and adjusted by the National Geodetic Survey in June 1991..
 GZ1944
 GZ1944.The geoid height was determined by GEOID03.
 GZ1944
 GZ1944.The dynamic height is computed by dividing the NAVD 88
 GZ1944.geopotential number by the normal gravity value computed on the
 GZ1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1944.degrees latitude (g = 980.6199 gals.).
 GZ1944
 GZ1944.The modeled gravity was interpolated from observed gravity values.
 GZ1944
 GZ1944;                    North         East    Units  Estimated Accuracy
 GZ1944;SPC KY1Z     - 1,104,340.    1,486,450.      MT  (+/- 180 meters Scaled)
 GZ1944
 GZ1944                          SUPERSEDED SURVEY CONTROL
 GZ1944
 GZ1944  NGVD 29 (??/??/92)  182.878  (m)          599.99   (f) ADJ UNCH    1 2
 GZ1944
 GZ1944.Superseded values are not recommended for survey control.
 GZ1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1944.See file dsdata.txt to determine how the superseded data were derived.
 GZ1944
 GZ1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG972257(NAD 83)
 GZ1944_MARKER: DB = BENCH MARK DISK
 GZ1944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1944_SP_SET: FOUNDATION
 GZ1944_STAMPING: D 343 1953
 GZ1944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1944
 GZ1944  HISTORY     - Date     Condition        Report By
 GZ1944  HISTORY     - 1953     MONUMENTED       CGS
 GZ1944
 GZ1944                          STATION DESCRIPTION
 GZ1944
 GZ1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ1944'AT MUNFORDVILLE.
 GZ1944'AT MUNFORDVILLE, AT THE CROSSING OF STATE HIGHWAY 88 AND THE
 GZ1944'LOUISVILLE AND NASHVILLE RAILROAD, 227 FEET EAST OF EAST RAIL
 GZ1944'OF MAIN TRACK, 137 FEET SOUTH OF CENTER LINE OF HIGHWAY 88,
 GZ1944'173 FEET EAST OF SOUTHEAST CORNER OF L. AND N. RR STATION, SET
 GZ1944'VERTICALLY IN THE WEST FACE OF CONCRETE FOUNDATION OF WAREHOUSE
 GZ1944'AND OFFICE BUILDING OF HART LUMBER COMPANY, 1 FOOT SOUTH OF
 GZ1944'NORTHWEST CORNER OF BUILDING AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1484 ***********************************************************************
 GZ1484  DESIGNATION -  D 344
 GZ1484  PID         -  GZ1484
 GZ1484  STATE/COUNTY-  KY/ADAIR
 GZ1484  USGS QUAD   -  COLUMBIA (1976)
 GZ1484
 GZ1484                         *CURRENT SURVEY CONTROL
 GZ1484  ___________________________________________________________________
 GZ1484* NAD 83(1986)-  37 05 36.     (N)    085 19 00.     (W)     SCALED    
 GZ1484* NAVD 88     -       222.896  (meters)     731.28   (feet)  ADJUSTED  
 GZ1484  ___________________________________________________________________
 GZ1484  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GZ1484  DYNAMIC HT  -         222.719 (meters)     730.70  (feet)  COMP
 GZ1484  MODELED GRAV-     979,829.3   (mgal)                       NAVD 88
 GZ1484
 GZ1484  VERT ORDER  -  FIRST     CLASS I
 GZ1484
 GZ1484.The horizontal coordinates were scaled from a topographic map and have
 GZ1484.an estimated accuracy of +/- 6 seconds.
 GZ1484
 GZ1484.The orthometric height was determined by differential leveling
 GZ1484.and adjusted by the National Geodetic Survey in June 1991..
 GZ1484
 GZ1484.The geoid height was determined by GEOID03.
 GZ1484
 GZ1484.The dynamic height is computed by dividing the NAVD 88
 GZ1484.geopotential number by the normal gravity value computed on the
 GZ1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1484.degrees latitude (g = 980.6199 gals.).
 GZ1484
 GZ1484.The modeled gravity was interpolated from observed gravity values.
 GZ1484
 GZ1484;                    North         East    Units  Estimated Accuracy
 GZ1484;SPC KY1Z     - 1,084,440.    1,538,520.      MT  (+/- 180 meters Scaled)
 GZ1484
 GZ1484                          SUPERSEDED SURVEY CONTROL
 GZ1484
 GZ1484  NGVD 29 (??/??/92)  223.053  (m)          731.80   (f) ADJ UNCH    1 1
 GZ1484
 GZ1484.Superseded values are not recommended for survey control.
 GZ1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1484.See file dsdata.txt to determine how the superseded data were derived.
 GZ1484
 GZ1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG495065(NAD 83)
 GZ1484_MARKER: DB = BENCH MARK DISK
 GZ1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1484_STAMPING: D 344 1951 731.800
 GZ1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1484+STABILITY: SURFACE MOTION
 GZ1484
 GZ1484  HISTORY     - Date     Condition        Report By
 GZ1484  HISTORY     - 1951     MONUMENTED       CGS
 GZ1484  HISTORY     - 1968     GOOD             NGS
 GZ1484
 GZ1484                          STATION DESCRIPTION
 GZ1484
 GZ1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1484'0.9 MI SW FROM COLUMBIA.
 GZ1484'ABOUT 0.5 MILE SOUTHWEST ALONG BURKESVILLE STREET WHICH IS
 GZ1484'STATE HIGHWAY 80 FROM THE ADAIR COUNTY COURTHOUSE IN COLUMBIA,
 GZ1484'THENCE 0.4 MILE SOUTHWEST ALONG STATE HIGHWAYS 61 AND 80, 0.4
 GZ1484'MILE SOUTH OF THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 61,
 GZ1484'0.55 MILE NORTH OF A HIGHWAY BRIDGE OVER PITTITS FORK, 67 FEET
 GZ1484'EAST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET SOUTH OF THE
 GZ1484'SOUTHWEST CORNER OF THE FIRST BAPTIST CHURCH OF COLUMBIA, 21 1/2
 GZ1484'FEET NORTH OF THE NORTHWEST CORNER OF A FRAME HOUSE, 53 FEET
 GZ1484'EAST OF THE EAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 GZ1484'AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 GZ1484'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0130 ***********************************************************************
 HA0130  DESIGNATION -  D 345
 HA0130  PID         -  HA0130
 HA0130  STATE/COUNTY-  KY/EDMONSON
 HA0130  USGS QUAD   -  PARK CITY (1973)
 HA0130
 HA0130                         *CURRENT SURVEY CONTROL
 HA0130  ___________________________________________________________________
 HA0130* NAD 83(1986)-  37 04 50.     (N)    086 05 52.     (W)     SCALED    
 HA0130* NAVD 88     -       178.120  (meters)     584.38   (feet)  ADJUSTED  
 HA0130  ___________________________________________________________________
 HA0130  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HA0130  DYNAMIC HT  -         177.981 (meters)     583.93  (feet)  COMP
 HA0130  MODELED GRAV-     979,846.3   (mgal)                       NAVD 88
 HA0130
 HA0130  VERT ORDER  -  FIRST     CLASS I
 HA0130
 HA0130.The horizontal coordinates were scaled from a topographic map and have
 HA0130.an estimated accuracy of +/- 6 seconds.
 HA0130
 HA0130.The orthometric height was determined by differential leveling
 HA0130.and adjusted by the National Geodetic Survey in June 1991..
 HA0130
 HA0130.The geoid height was determined by GEOID03.
 HA0130
 HA0130.The dynamic height is computed by dividing the NAVD 88
 HA0130.geopotential number by the normal gravity value computed on the
 HA0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0130.degrees latitude (g = 980.6199 gals.).
 HA0130
 HA0130.The modeled gravity was interpolated from observed gravity values.
 HA0130
 HA0130;                    North         East    Units  Estimated Accuracy
 HA0130;SPC KY1Z     - 1,082,990.    1,469,080.      MT  (+/- 180 meters Scaled)
 HA0130
 HA0130                          SUPERSEDED SURVEY CONTROL
 HA0130
 HA0130  NGVD 29 (??/??/92)  178.232  (m)          584.75   (f) ADJ UNCH    1 1
 HA0130
 HA0130.Superseded values are not recommended for survey control.
 HA0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0130.See file dsdata.txt to determine how the superseded data were derived.
 HA0130
 HA0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG801041(NAD 83)
 HA0130_MARKER: DB = BENCH MARK DISK
 HA0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0130_STAMPING: D 345 1953
 HA0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0130+STABILITY: SURFACE MOTION
 HA0130
 HA0130  HISTORY     - Date     Condition        Report By
 HA0130  HISTORY     - 1953     MONUMENTED       CGS
 HA0130  HISTORY     - 1968     GOOD             NGS
 HA0130
 HA0130                          STATION DESCRIPTION
 HA0130
 HA0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0130'2.4 MI NE FROM ROCKY HILL.
 HA0130'ABOUT 2.4 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HA0130'RAILROAD FROM THE CROSSING OF THE RAILROAD AND STATE HIGHWAY
 HA0130'259 AT ROCKY HILL, OR ABOUT 2.9 MILES SOUTHWEST ALONG THE LOUISVILLE
 HA0130'AND NASHVILLE RAILROAD FROM THE CROSSING OF THE RAILROAD AND STATE
 HA0130'HIGHWAY 255 AT PARK CITY, 0.5 MILE SOUTHWEST OF MILEPOST 93,
 HA0130'265 YARDS SOUTHWEST OF THE SOUTHWEST END OF A CUT FOR THE RAILROAD,
 HA0130'29 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 73 FEET NORTHEAST
 HA0130'OF TELEPHONE POLE NUMBER 15, 1 FOOT NORTHWEST OF A FENCE, 1.0
 HA0130'FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 6 1/2 FEET BELOW
 HA0130'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HA0130'WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0050 ***********************************************************************
 GC0050  DESIGNATION -  D 346
 GC0050  PID         -  GC0050
 GC0050  STATE/COUNTY-  KY/WARREN
 GC0050  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0050
 GC0050                         *CURRENT SURVEY CONTROL
 GC0050  ___________________________________________________________________
 GC0050* NAD 83(1986)-  36 57 50.     (N)    086 25 52.     (W)     SCALED    
 GC0050* NAVD 88     -       167.062  (meters)     548.10   (feet)  ADJUSTED  
 GC0050  ___________________________________________________________________
 GC0050  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GC0050  DYNAMIC HT  -         166.933 (meters)     547.68  (feet)  COMP
 GC0050  MODELED GRAV-     979,853.1   (mgal)                       NAVD 88
 GC0050
 GC0050  VERT ORDER  -  SECOND    CLASS 0
 GC0050
 GC0050.This mark is at Bowling Green-Warren Co Reg Airport (BWG)
 GC0050
 GC0050.The horizontal coordinates were scaled from a topographic map and have
 GC0050.an estimated accuracy of +/- 6 seconds.
 GC0050
 GC0050.The orthometric height was determined by differential leveling
 GC0050.and adjusted by the National Geodetic Survey in June 1991..
 GC0050
 GC0050.The geoid height was determined by GEOID03.
 GC0050
 GC0050.The dynamic height is computed by dividing the NAVD 88
 GC0050.geopotential number by the normal gravity value computed on the
 GC0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0050.degrees latitude (g = 980.6199 gals.).
 GC0050
 GC0050.The modeled gravity was interpolated from observed gravity values.
 GC0050
 GC0050;                    North         East    Units  Estimated Accuracy
 GC0050;SPC KY1Z     - 1,070,200.    1,439,340.      MT  (+/- 180 meters Scaled)
 GC0050
 GC0050                          SUPERSEDED SURVEY CONTROL
 GC0050
 GC0050  NGVD 29 (??/??/92)  167.193  (m)          548.53   (f) ADJ UNCH    2 0
 GC0050
 GC0050.Superseded values are not recommended for survey control.
 GC0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0050.See file dsdata.txt to determine how the superseded data were derived.
 GC0050
 GC0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF506910(NAD 83)
 GC0050_MARKER: DB = BENCH MARK DISK
 GC0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0050_STAMPING: D 346 1954
 GC0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0050+STABILITY: SURFACE MOTION
 GC0050
 GC0050  HISTORY     - Date     Condition        Report By
 GC0050  HISTORY     - 1954     MONUMENTED       CGS
 GC0050  HISTORY     - 1970     GOOD             NGS
 GC0050  HISTORY     - 1979     GOOD             NGS
 GC0050
 GC0050                          STATION DESCRIPTION
 GC0050
 GC0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC0050'1.4 MI SE FROM BOWLING GREEN.
 GC0050'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 231 FROM ITS
 GC0050'INTERSECTION WITH LAUREL AVENUE (U.S. HIGHWAY 31W BY-PASS) AT
 GC0050'BOWLING GREEN, ABOUT 0.6 MILE NORTH OF THE JUNCTION OF STATE
 GC0050'HIGHWAY 627 LEADING EAST, AT THE ENTRANCE DRIVE TO BOWLING
 GC0050'GREEN-WARREN COUNTY AIRPORT, 48 1/2 FEET EAST OF CENTER LINE OF
 GC0050'HIGHWAY, 25 FEET NORTH OF CENTER LINE OF AIRPORT ROAD, 9 1/2 FEET
 GC0050'NORTHEAST OF EAST CORNER OF STONE GATE POST ON NORTH SIDE OF
 GC0050'ENTRANCE DRIVE (POST HAS PLAQUE INSCRIBED WELCOME TO BOWLING
 GC0050'GREEN LIONS CLUB), 1 FOOT SOUTH OF A WIRE FENCE, 10 1/2 FEET
 GC0050'EAST OF A 36-INCH OAK TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 GC0050'POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE
 GC0050'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC0050
 GC0050                          STATION RECOVERY (1970)
 GC0050
 GC0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GC0050'RECOVERED IN GOOD CONDITION.
 GC0050
 GC0050                          STATION RECOVERY (1979)
 GC0050
 GC0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GC0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH7256 ***********************************************************************
 AH7256  DESIGNATION -  D 348 RESET
 AH7256  PID         -  AH7256
 AH7256  STATE/COUNTY-  KY/LOGAN
 AH7256  USGS QUAD   -  OLMSTEAD (1985)
 AH7256
 AH7256                         *CURRENT SURVEY CONTROL
 AH7256  ___________________________________________________________________
 AH7256* NAD 83(1986)-  36 45 13.     (N)    087 00 43.     (W)     SCALED    
 AH7256* NAVD 88     -       182.84   (meters)     599.9    (feet)  RESET     
 AH7256  ___________________________________________________________________
 AH7256  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 AH7256
 AH7256  VERT ORDER  -  THIRD
 AH7256
 AH7256.The horizontal coordinates were scaled from a topographic map and have
 AH7256.an estimated accuracy of +/- 6 seconds.
 AH7256
 AH7256.The orthometric height was computed from unverified reset data.
 AH7256
 AH7256.The geoid height was determined by GEOID03.
 AH7256
 AH7256;                    North         East    Units  Estimated Accuracy
 AH7256;SPC KY1Z     - 1,047,410.    1,387,300.      MT  (+/- 180 meters Scaled)
 AH7256
 AH7256                          SUPERSEDED SURVEY CONTROL
 AH7256
 AH7256.No superseded survey control is available for this station.
 AH7256
 AH7256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF989675(NAD 83)
 AH7256_MARKER: DV = VERTICAL CONTROL DISK
 AH7256_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH7256_SP_SET: SIDEWALK
 AH7256_STAMPING: D 348 1954 RESET 1998
 AH7256_MARK LOGO: CGS   
 AH7256_PROJECTION: FLUSH
 AH7256_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7256
 AH7256  HISTORY     - Date     Condition        Report By
 AH7256  HISTORY     - 1998     MONUMENTED       KYDT
 AH7256
 AH7256                          STATION DESCRIPTION
 AH7256
 AH7256'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1998 (RDH)
 AH7256'IN OLMSTEAD, JUST EAST OF THE INTERSECTION OF KY 775 AND THE SEABORAD
 AH7256'RAILROAD, EAST-NORTHEAST AND ACROSS ROAD (KY 775) FROM POST OFFICE, AT
 AH7256'THE NEW OLMSTEAD ELEMENTARY SCHOOL, SET IN THE SOUTHWEST CORNER OF
 AH7256'SIDEWALK IN FRONT OF SCHOOL, 169.5 FEET (51.7 M) NORTH OF CENTERLINE
 AH7256'OF ROAD, ABOUT 37 FEET (11.3 M) NORTH OF FLAG POLE, 42.6 FEET (13.0 M)
 AH7256'EAST OF SOUTHWEST CORNER OF SCHOOL, 12.1 FEET (3.7 M) SOUTHWEST OF
 AH7256'CENTER OF WESTERN MOST ENTRANCE IN FRONT OF SCHOOL, 0.5 FEET (15.2 CM)
 AH7256'SOUTHWEST OF THE SOUTHWEST CORNER OF WESTERN MOST BRICK COLUMN IN
 AH7256'FRONT OF SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0046 ***********************************************************************
 HZ0046  DESIGNATION -  D 35
 HZ0046  PID         -  HZ0046
 HZ0046  STATE/COUNTY-  KY/PENDLETON
 HZ0046  USGS QUAD   -  FALMOUTH (1987)
 HZ0046
 HZ0046                         *CURRENT SURVEY CONTROL
 HZ0046  ___________________________________________________________________
 HZ0046* NAD 83(1986)-  38 41 50.     (N)    084 22 28.     (W)     SCALED    
 HZ0046* NAVD 88     -       279.571  (meters)     917.23   (feet)  ADJUSTED  
 HZ0046  ___________________________________________________________________
 HZ0046  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0046  DYNAMIC HT  -         279.385 (meters)     916.62  (feet)  COMP
 HZ0046  MODELED GRAV-     979,956.8   (mgal)                       NAVD 88
 HZ0046
 HZ0046  VERT ORDER  -  SECOND    CLASS 0
 HZ0046
 HZ0046.The horizontal coordinates were scaled from a topographic map and have
 HZ0046.an estimated accuracy of +/- 6 seconds.
 HZ0046
 HZ0046.The orthometric height was determined by differential leveling
 HZ0046.and adjusted by the National Geodetic Survey in June 1991..
 HZ0046
 HZ0046.The geoid height was determined by GEOID03.
 HZ0046
 HZ0046.The dynamic height is computed by dividing the NAVD 88
 HZ0046.geopotential number by the normal gravity value computed on the
 HZ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0046.degrees latitude (g = 980.6199 gals.).
 HZ0046
 HZ0046.The modeled gravity was interpolated from observed gravity values.
 HZ0046
 HZ0046;                    North         East    Units  Estimated Accuracy
 HZ0046;SPC KY1Z     - 1,263,240.    1,619,660.      MT  (+/- 180 meters Scaled)
 HZ0046
 HZ0046                          SUPERSEDED SURVEY CONTROL
 HZ0046
 HZ0046  NGVD 29 (??/??/92)  279.801  (m)          917.98   (f) ADJ UNCH    2 0
 HZ0046
 HZ0046.Superseded values are not recommended for survey control.
 HZ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0046.See file dsdata.txt to determine how the superseded data were derived.
 HZ0046
 HZ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH283864(NAD 83)
 HZ0046_MARKER: DB = BENCH MARK DISK
 HZ0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0046_STAMPING: D 35 1935 917.980
 HZ0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0046+STABILITY: SURFACE MOTION
 HZ0046
 HZ0046  HISTORY     - Date     Condition        Report By
 HZ0046  HISTORY     - 1935     MONUMENTED       CGS
 HZ0046  HISTORY     - 1955     GOOD             NGS
 HZ0046
 HZ0046                          STATION DESCRIPTION
 HZ0046
 HZ0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0046'2.6 MI NW FROM FALMOUTH.
 HZ0046'2.2 MILES NORTHWEST ALONG STATE HIGHWAY AND U.S. HIGHWAY 27
 HZ0046'FROM THE JUNCTION OF THESE HIGHWAYS AT THE NORTHWEST PART OF
 HZ0046'FALMOUTH, THENCE WEST ALONG STATE HIGHWAY 22 FOR 0.35 MILE, IN
 HZ0046'CULTIVATED FIELD NORTH OF HIGHWAY, 94.9 FEET EAST OF THE CENTER OF
 HZ0046'AN EIGHTEEN INCH TREE, 30.5 FEET NORTH OF THE CENTER LINE OF
 HZ0046'HIGHWAY, 10.9 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, ACROSS
 HZ0046'THE HIGHWAY AND 16 FEET EAST OF A HIGHWAY SIGN CURVE.  ABOUT LEVEL
 HZ0046'WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1152 ***********************************************************************
 HZ1152  DESIGNATION -  D 350
 HZ1152  PID         -  HZ1152
 HZ1152  STATE/COUNTY-  KY/SHELBY
 HZ1152  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1152
 HZ1152                         *CURRENT SURVEY CONTROL
 HZ1152  ___________________________________________________________________
 HZ1152* NAD 83(1986)-  38 12 47.     (N)    085 10 11.     (W)     SCALED    
 HZ1152* NAVD 88     -       252.713  (meters)     829.11   (feet)  ADJUSTED  
 HZ1152  ___________________________________________________________________
 HZ1152  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ1152  DYNAMIC HT  -         252.535 (meters)     828.53  (feet)  COMP
 HZ1152  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 HZ1152
 HZ1152  VERT ORDER  -  FIRST     CLASS II
 HZ1152
 HZ1152.The horizontal coordinates were scaled from a topographic map and have
 HZ1152.an estimated accuracy of +/- 6 seconds.
 HZ1152
 HZ1152.The orthometric height was determined by differential leveling
 HZ1152.and adjusted by the National Geodetic Survey in June 1991..
 HZ1152
 HZ1152.The geoid height was determined by GEOID03.
 HZ1152
 HZ1152.The dynamic height is computed by dividing the NAVD 88
 HZ1152.geopotential number by the normal gravity value computed on the
 HZ1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1152.degrees latitude (g = 980.6199 gals.).
 HZ1152
 HZ1152.The modeled gravity was interpolated from observed gravity values.
 HZ1152
 HZ1152;                    North         East    Units  Estimated Accuracy
 HZ1152;SPC KY1Z     - 1,208,780.    1,550,820.      MT  (+/- 180 meters Scaled)
 HZ1152
 HZ1152                          SUPERSEDED SURVEY CONTROL
 HZ1152
 HZ1152  NGVD 29 (??/??/92)  252.861  (m)          829.59   (f) ADJ UNCH    1 2
 HZ1152
 HZ1152.Superseded values are not recommended for survey control.
 HZ1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1152.See file dsdata.txt to determine how the superseded data were derived.
 HZ1152
 HZ1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH602310(NAD 83)
 HZ1152_MARKER: DB = BENCH MARK DISK
 HZ1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1152_SP_SET: CASED WELL CONCRETE TOP
 HZ1152_STAMPING: D 350 1954
 HZ1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1152
 HZ1152  HISTORY     - Date     Condition        Report By
 HZ1152  HISTORY     - 1954     MONUMENTED       CGS
 HZ1152
 HZ1152                          STATION DESCRIPTION
 HZ1152
 HZ1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1152'2.8 MI NE FROM SHELBYVILLE.
 HZ1152'ABOUT 2.35 MILES EAST ALONG U.S. HIGHWAY 60 AND 460 FROM THE COURT
 HZ1152'HOUSE AT SHELBYVILLE, THENCE ABOUT 0.5 MILE NORTH AND NORTHEAST
 HZ1152'ALONG A NARROW GRAVEL ROAD TO THE SHELBY AIRPORT, AT THE SOUTHWEST
 HZ1152'CORNER OF AIRPORT, IN THE TOP OF THE SOUTHWEST CORNER OF CONCRETE
 HZ1152'TOP OF A 6-INCH CASED WELL NO. 79, 18 FEET NORTHEAST OF NORTHEAST
 HZ1152'CORNER OF WOODEN HANGAR, 33 FEET EAST-SOUTHEAST OF SOUTHEAST
 HZ1152'CORNER OF CONCRETE BLOCK HANGAR, AND ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1492 ***********************************************************************
 HZ1492  DESIGNATION -  D 351
 HZ1492  PID         -  HZ1492
 HZ1492  STATE/COUNTY-  KY/JEFFERSON
 HZ1492  USGS QUAD   -  NEW ALBANY (1992)
 HZ1492
 HZ1492                         *CURRENT SURVEY CONTROL
 HZ1492  ___________________________________________________________________
 HZ1492* NAD 83(1986)-  38 15 32.     (N)    085 47 19.     (W)     SCALED    
 HZ1492* NAVD 88     -       139.333  (meters)     457.13   (feet)  ADJUSTED  
 HZ1492  ___________________________________________________________________
 HZ1492  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1492  DYNAMIC HT  -         139.239 (meters)     456.82  (feet)  COMP
 HZ1492  MODELED GRAV-     979,952.9   (mgal)                       NAVD 88
 HZ1492
 HZ1492  VERT ORDER  -  FIRST     CLASS II
 HZ1492
 HZ1492.The horizontal coordinates were scaled from a topographic map and have
 HZ1492.an estimated accuracy of +/- 6 seconds.
 HZ1492
 HZ1492.The orthometric height was determined by differential leveling
 HZ1492.and adjusted by the National Geodetic Survey in June 1991..
 HZ1492
 HZ1492.The geoid height was determined by GEOID03.
 HZ1492
 HZ1492.The dynamic height is computed by dividing the NAVD 88
 HZ1492.geopotential number by the normal gravity value computed on the
 HZ1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1492.degrees latitude (g = 980.6199 gals.).
 HZ1492
 HZ1492.The modeled gravity was interpolated from observed gravity values.
 HZ1492
 HZ1492;                    North         East    Units  Estimated Accuracy
 HZ1492;SPC KY1Z     - 1,213,710.    1,496,620.      MT  (+/- 180 meters Scaled)
 HZ1492
 HZ1492                          SUPERSEDED SURVEY CONTROL
 HZ1492
 HZ1492  NGVD 29 (??/??/92)  139.478  (m)          457.60   (f) ADJ UNCH    1 2
 HZ1492
 HZ1492.Superseded values are not recommended for survey control.
 HZ1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1492.See file dsdata.txt to determine how the superseded data were derived.
 HZ1492
 HZ1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH059352(NAD 83)
 HZ1492_MARKER: DB = BENCH MARK DISK
 HZ1492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1492_SP_SET: BUILDING
 HZ1492_STAMPING: D 351 1954
 HZ1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1492
 HZ1492  HISTORY     - Date     Condition        Report By
 HZ1492  HISTORY     - 1954     MONUMENTED       CGS
 HZ1492  HISTORY     - 1963     GOOD             NGS
 HZ1492
 HZ1492                          STATION DESCRIPTION
 HZ1492
 HZ1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1492'AT LOUISVILLE.
 HZ1492'AT LOUISVILLE, ALONG WEST MARKET STREET, SET VERTICALLY IN BASE
 HZ1492'OF EAST SIDE OF WESTERLY DOORWAY ARCH OF TWO DOORWAY ENTRANCES
 HZ1492'TO NORTH SIDE OF ST. ANTHONY SCHOOL, 165 FEET EAST OF EAST
 HZ1492'CURB OF 23RD STREET, 39 FEET EAST OF NORTHEAST CORNER OF SCHOOL
 HZ1492'BUILDING, 1 FOOT EAST OF THE EXTENDED WEST CURB OF 23RD STREET
 HZ1492'LEADING NORTH, AND ABOUT 2 1/2 FEET ABOVE LEVEL OF SIDE WALK.
 HZ1492
 HZ1492                          STATION RECOVERY (1963)
 HZ1492
 HZ1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0895 ***********************************************************************
 HZ0895  DESIGNATION -  D 352
 HZ0895  PID         -  HZ0895
 HZ0895  STATE/COUNTY-  KY/TRIMBLE
 HZ0895  USGS QUAD   -  BETHLEHEM (1993)
 HZ0895
 HZ0895                         *CURRENT SURVEY CONTROL
 HZ0895  ___________________________________________________________________
 HZ0895* NAD 83(1986)-  38 36 11.     (N)    085 25 20.     (W)     SCALED    
 HZ0895* NAVD 88     -       141.674  (meters)     464.81   (feet)  ADJUSTED  
 HZ0895  ___________________________________________________________________
 HZ0895  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HZ0895  DYNAMIC HT  -         141.580 (meters)     464.50  (feet)  COMP
 HZ0895  MODELED GRAV-     979,958.8   (mgal)                       NAVD 88
 HZ0895
 HZ0895  VERT ORDER  -  FIRST     CLASS II
 HZ0895
 HZ0895.The horizontal coordinates were scaled from a topographic map and have
 HZ0895.an estimated accuracy of +/- 6 seconds.
 HZ0895
 HZ0895.The orthometric height was determined by differential leveling
 HZ0895.and adjusted by the National Geodetic Survey in June 1991..
 HZ0895
 HZ0895.The geoid height was determined by GEOID03.
 HZ0895
 HZ0895.The dynamic height is computed by dividing the NAVD 88
 HZ0895.geopotential number by the normal gravity value computed on the
 HZ0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0895.degrees latitude (g = 980.6199 gals.).
 HZ0895
 HZ0895.The modeled gravity was interpolated from observed gravity values.
 HZ0895
 HZ0895;                    North         East    Units  Estimated Accuracy
 HZ0895;SPC KY1Z     - 1,251,960.    1,528,550.      MT  (+/- 180 meters Scaled)
 HZ0895
 HZ0895                          SUPERSEDED SURVEY CONTROL
 HZ0895
 HZ0895  NGVD 29 (??/??/92)  141.841  (m)          465.36   (f) ADJ UNCH    1 2
 HZ0895
 HZ0895.Superseded values are not recommended for survey control.
 HZ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0895.See file dsdata.txt to determine how the superseded data were derived.
 HZ0895
 HZ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH373739(NAD 83)
 HZ0895_MARKER: DB = BENCH MARK DISK
 HZ0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0895_STAMPING: D 352 1954
 HZ0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0895+STABILITY: SURFACE MOTION
 HZ0895
 HZ0895  HISTORY     - Date     Condition        Report By
 HZ0895  HISTORY     - 1954     MONUMENTED       CGS
 HZ0895  HISTORY     - 1961     GOOD             NGS
 HZ0895
 HZ0895                          STATION DESCRIPTION
 HZ0895
 HZ0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0895'2.8 MI N FROM WISES LANDING.
 HZ0895'ABOUT 2.85 MILES NORTH ALONG A ROAD FROM THE BAPTIST CHURCH
 HZ0895'AT WISES LANDING, ABOUT 0.4 MILE SOUTH OF A BRIDGE OVER
 HZ0895'CORN CREEK, ABOUT 0.1 MILE SOUTH OF JUNCTION OF A ROAD WEST
 HZ0895'ACROSS A STEEL BRIDGE OVER CORN CREEK, 26 FEET WEST OF CENTER
 HZ0895'LINE OF ROAD, 69 FEET NORTHWEST OF CENTER OF JUNCTION OF ROAD
 HZ0895'AND A FARM ROAD SOUTHWEST TO A BARN, 21 FEET NORTH OF A TRIANGULAR
 HZ0895'BLAZED TWIN 20-INCH OAK TREE, 22 FEET EAST OF TOP OF HIGH
 HZ0895'BANK OF CORN CREEK, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 HZ0895'POST, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 HZ0895'CONCRETE POST PROJECTING 5 INCHES.
 HZ0895
 HZ0895                          STATION RECOVERY (1961)
 HZ0895
 HZ0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HZ0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0925 ***********************************************************************
 HZ0925  DESIGNATION -  D 353
 HZ0925  PID         -  HZ0925
 HZ0925  STATE/COUNTY-  KY/CARROLL
 HZ0925  USGS QUAD   -  CARROLLTON (1994)
 HZ0925
 HZ0925                         *CURRENT SURVEY CONTROL
 HZ0925  ___________________________________________________________________
 HZ0925* NAD 83(1986)-  38 40 45.     (N)    085 12 15.     (W)     SCALED    
 HZ0925* NAVD 88     -       141.080  (meters)     462.86   (feet)  ADJUSTED  
 HZ0925  ___________________________________________________________________
 HZ0925  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ0925  DYNAMIC HT  -         140.987 (meters)     462.55  (feet)  COMP
 HZ0925  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 HZ0925
 HZ0925  VERT ORDER  -  FIRST     CLASS II
 HZ0925
 HZ0925.The horizontal coordinates were scaled from a topographic map and have
 HZ0925.an estimated accuracy of +/- 6 seconds.
 HZ0925
 HZ0925.The orthometric height was determined by differential leveling
 HZ0925.and adjusted by the National Geodetic Survey in June 1991..
 HZ0925
 HZ0925.The geoid height was determined by GEOID03.
 HZ0925
 HZ0925.The dynamic height is computed by dividing the NAVD 88
 HZ0925.geopotential number by the normal gravity value computed on the
 HZ0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0925.degrees latitude (g = 980.6199 gals.).
 HZ0925
 HZ0925.The modeled gravity was interpolated from observed gravity values.
 HZ0925
 HZ0925;                    North         East    Units  Estimated Accuracy
 HZ0925;SPC KY1Z     - 1,260,500.    1,547,500.      MT  (+/- 180 meters Scaled)
 HZ0925
 HZ0925                          SUPERSEDED SURVEY CONTROL
 HZ0925
 HZ0925  NGVD 29 (??/??/92)  141.256  (m)          463.44   (f) ADJ UNCH    1 2
 HZ0925
 HZ0925.Superseded values are not recommended for survey control.
 HZ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0925.See file dsdata.txt to determine how the superseded data were derived.
 HZ0925
 HZ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH562827(NAD 83)
 HZ0925_MARKER: DB = BENCH MARK DISK
 HZ0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0925_STAMPING: D 353 1954
 HZ0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0925+STABILITY: SURFACE MOTION
 HZ0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0925+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 HZ0925
 HZ0925  HISTORY     - Date     Condition        Report By
 HZ0925  HISTORY     - 1954     MONUMENTED       CGS
 HZ0925  HISTORY     - 1964     GOOD             NGS
 HZ0925  HISTORY     - 20030513 GOOD             KYDT
 HZ0925
 HZ0925                          STATION DESCRIPTION
 HZ0925
 HZ0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0925'1.3 MI W FROM CARROLLTON.
 HZ0925'1.3 MILES WEST ALONG U.S. HIGHWAY 42 FROM THE COURT HOUSE AT
 HZ0925'CARROLLTON, ABOUT 0.4 MILE EAST OF JUNCTION OF STATE HIGHWAY 36,
 HZ0925'ABOUT 0.2 MILE EAST OF HIGHWAY BRIDGE OVER LITTLE KENTUCKY
 HZ0925'RIVER, 30 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY, 37 FEET
 HZ0925'SOUTHEAST OF CENTER LINE OF STATE HIGHWAY 1335, 17 FEET
 HZ0925'SOUTHEAST OF EAST END OF A 24-INCH PIPE CULVERT UNDER
 HZ0925'HIGHWAY 1335, 7 FEET NORTHEAST OF A LONE 8-INCH PINE TREE,
 HZ0925'ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 HZ0925'CONCRETE POST PROJECTING 3 INCHES.
 HZ0925
 HZ0925                          STATION RECOVERY (1964)
 HZ0925
 HZ0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0925'RECOVERED IN GOOD CONDITION.
 HZ0925
 HZ0925                          STATION RECOVERY (2003)
 HZ0925
 HZ0925'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0925'MARK IS 1.5 FEET NORTH OF A METAL WITNESS POST AND SIGN, BURIED 1
 HZ0925'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1083 ***********************************************************************
 HY1083  DESIGNATION -  D 354
 HY1083  PID         -  HY1083
 HY1083  STATE/COUNTY-  KY/GREENUP
 HY1083  USGS QUAD   -  PORTSMOUTH (1975)
 HY1083
 HY1083                         *CURRENT SURVEY CONTROL
 HY1083  ___________________________________________________________________
 HY1083* NAD 83(1986)-  38 43 43.     (N)    082 56 16.     (W)     SCALED    
 HY1083* NAVD 88     -       167.943  (meters)     550.99   (feet)  ADJUSTED  
 HY1083  ___________________________________________________________________
 HY1083  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY1083  DYNAMIC HT  -         167.838 (meters)     550.65  (feet)  COMP
 HY1083  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 HY1083
 HY1083  VERT ORDER  -  FIRST     CLASS I
 HY1083
 HY1083.The horizontal coordinates were scaled from a topographic map and have
 HY1083.an estimated accuracy of +/- 6 seconds.
 HY1083
 HY1083.The orthometric height was determined by differential leveling
 HY1083.and adjusted by the National Geodetic Survey in June 1991..
 HY1083
 HY1083.The geoid height was determined by GEOID03.
 HY1083
 HY1083.The dynamic height is computed by dividing the NAVD 88
 HY1083.geopotential number by the normal gravity value computed on the
 HY1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1083.degrees latitude (g = 980.6199 gals.).
 HY1083
 HY1083.The modeled gravity was interpolated from observed gravity values.
 HY1083
 HY1083;                    North         East    Units  Estimated Accuracy
 HY1083;SPC KY1Z     - 1,269,530.    1,744,510.      MT  (+/- 180 meters Scaled)
 HY1083
 HY1083                          SUPERSEDED SURVEY CONTROL
 HY1083
 HY1083  NGVD 29 (??/??/92)  168.129  (m)          551.60   (f) ADJ UNCH    1 1
 HY1083
 HY1083.Superseded values are not recommended for survey control.
 HY1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1083.See file dsdata.txt to determine how the superseded data were derived.
 HY1083
 HY1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC315884(NAD 83)
 HY1083_MARKER: DB = BENCH MARK DISK
 HY1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1083_STAMPING: D 354 1956
 HY1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1083+STABILITY: SURFACE MOTION
 HY1083
 HY1083  HISTORY     - Date     Condition        Report By
 HY1083  HISTORY     - 1956     MONUMENTED       CGS
 HY1083  HISTORY     - 1967     GOOD             NGS
 HY1083  HISTORY     - 1979     GOOD             LOCENG
 HY1083
 HY1083                          STATION DESCRIPTION
 HY1083
 HY1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY1083'3.6 MI E FROM SOUTH PORTSMOUTH.
 HY1083'3.6 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY1083'STATION AT SOUTH PORTSMOUTH, ABOUT 0.4 MILE EAST OF MILE POST
 HY1083'547, ABOUT 0.9 MILE EAST OF BRIDGE OVER TYGART CREEK, AT A PRIVATE
 HY1083'ROAD CROSSING, 36 1/2 FET NORTH OF NORTH RAIL OF NORTH TRACK,
 HY1083'22 1/2 FEET EAST OF CENTER LINE OF PRIVATE ROAD, 1 FOOT SOUTH
 HY1083'OF A FENCE LINE, 14 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET
 HY1083'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL
 HY1083'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HY1083'INCHES.
 HY1083
 HY1083                          STATION RECOVERY (1967)
 HY1083
 HY1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HY1083'RECOVERED IN GOOD CONDITION.
 HY1083
 HY1083                          STATION RECOVERY (1979)
 HY1083
 HY1083'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0826 ***********************************************************************
 HY0826  DESIGNATION -  D 355
 HY0826  PID         -  HY0826
 HY0826  STATE/COUNTY-  KY/BOYD
 HY0826  USGS QUAD   -  ASHLAND (1985)
 HY0826
 HY0826                         *CURRENT SURVEY CONTROL
 HY0826  ___________________________________________________________________
 HY0826* NAD 83(1986)-  38 29 13.     (N)    082 39 24.     (W)     SCALED    
 HY0826* NAVD 88     -       169.802  (meters)     557.09   (feet)  ADJUSTED  
 HY0826  ___________________________________________________________________
 HY0826  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HY0826  DYNAMIC HT  -         169.691 (meters)     556.73  (feet)  COMP
 HY0826  MODELED GRAV-     979,968.9   (mgal)                       NAVD 88
 HY0826
 HY0826  VERT ORDER  -  FIRST     CLASS II
 HY0826
 HY0826.The horizontal coordinates were scaled from a topographic map and have
 HY0826.an estimated accuracy of +/- 6 seconds.
 HY0826
 HY0826.The orthometric height was determined by differential leveling
 HY0826.and adjusted by the National Geodetic Survey in June 1991..
 HY0826
 HY0826.The geoid height was determined by GEOID03.
 HY0826
 HY0826.The dynamic height is computed by dividing the NAVD 88
 HY0826.geopotential number by the normal gravity value computed on the
 HY0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0826.degrees latitude (g = 980.6199 gals.).
 HY0826
 HY0826.The modeled gravity was interpolated from observed gravity values.
 HY0826
 HY0826;                    North         East    Units  Estimated Accuracy
 HY0826;SPC KY1Z     - 1,243,490.    1,769,830.      MT  (+/- 180 meters Scaled)
 HY0826
 HY0826                          SUPERSEDED SURVEY CONTROL
 HY0826
 HY0826  NGVD 29 (??/??/92)  169.994  (m)          557.72   (f) ADJ UNCH    1 2
 HY0826
 HY0826.Superseded values are not recommended for survey control.
 HY0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0826.See file dsdata.txt to determine how the superseded data were derived.
 HY0826
 HY0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC555611(NAD 83)
 HY0826_MARKER: DB = BENCH MARK DISK
 HY0826_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HY0826_STAMPING: D 355 1956
 HY0826_MARK LOGO: CGS   
 HY0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0826
 HY0826  HISTORY     - Date     Condition        Report By
 HY0826  HISTORY     - 1956     MONUMENTED       CGS
 HY0826  HISTORY     - 1984     GOOD             KYDT
 HY0826  HISTORY     - 1984     GOOD             NGS
 HY0826  HISTORY     - 20000424 MARK NOT FOUND   KYDT
 HY0826
 HY0826                          STATION DESCRIPTION
 HY0826
 HY0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0826'AT ASHLAND.
 HY0826'AT ASHLAND, ABOUT 0.9 MILE NORTHWEST ALONG THE CHESAPEAKE AND
 HY0826'OHIO RAILWAY FROM THE STATION, ABOUT 140 YARDS NORTHWEST OF
 HY0826'MILE POST 520, AT THE OVERPASS OF U.S. HIGHWAY 23 OVER MAIN
 HY0826'TRACKS, SET VERTICALLY IN THE NORTHWEST FACE OF NORTHEAST
 HY0826'CONCRETE PIER OF OVERPASS, 9.2 FEET NORTHEAST OF NORTHEAST RAIL
 HY0826'OF NORTHEAST TRACK, 24 1/2 FEET SOUTHWEST OF CENTER LINE OF
 HY0826'WINCHESTER AVENUE, 25 FEET WEST OF THE EXTENDED CENTER LINE OF
 HY0826'THIRD STREET AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 HY0826
 HY0826                          STATION RECOVERY (1984)
 HY0826
 HY0826'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 HY0826'RECOVERED IN GOOD CONDITION.
 HY0826
 HY0826                          STATION RECOVERY (1984)
 HY0826
 HY0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0826'RECOVERED IN GOOD CONDITION.
 HY0826
 HY0826                          STATION RECOVERY (2000)
 HY0826
 HY0826'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY0826'OLD OVERPASS AND PIERS HAVE BEEN REPLACED, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0032 ***********************************************************************
 HA0032  DESIGNATION -  D 356
 HA0032  PID         -  HA0032
 HA0032  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0032  USGS QUAD   -  HARDINSBURG (1993)
 HA0032
 HA0032                         *CURRENT SURVEY CONTROL
 HA0032  ___________________________________________________________________
 HA0032* NAD 83(1986)-  37 45 54.     (N)    086 23 05.     (W)     SCALED    
 HA0032* NAVD 88     -       242.323  (meters)     795.02   (feet)  ADJUSTED  
 HA0032  ___________________________________________________________________
 HA0032  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HA0032  DYNAMIC HT  -         242.146 (meters)     794.44  (feet)  COMP
 HA0032  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 HA0032
 HA0032  VERT ORDER  -  SECOND    CLASS 0
 HA0032
 HA0032.The horizontal coordinates were scaled from a topographic map and have
 HA0032.an estimated accuracy of +/- 6 seconds.
 HA0032
 HA0032.The orthometric height was determined by differential leveling
 HA0032.and adjusted by the National Geodetic Survey in June 1991..
 HA0032
 HA0032.The geoid height was determined by GEOID03.
 HA0032
 HA0032.The dynamic height is computed by dividing the NAVD 88
 HA0032.geopotential number by the normal gravity value computed on the
 HA0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0032.degrees latitude (g = 980.6199 gals.).
 HA0032
 HA0032.The modeled gravity was interpolated from observed gravity values.
 HA0032
 HA0032;                    North         East    Units  Estimated Accuracy
 HA0032;SPC KY1Z     - 1,159,080.    1,444,080.      MT  (+/- 180 meters Scaled)
 HA0032
 HA0032                          SUPERSEDED SURVEY CONTROL
 HA0032
 HA0032  NGVD 29 (??/??/92)  242.457  (m)          795.46   (f) ADJ UNCH    2 0
 HA0032
 HA0032.Superseded values are not recommended for survey control.
 HA0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0032.See file dsdata.txt to determine how the superseded data were derived.
 HA0032
 HA0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG541799(NAD 83)
 HA0032_MARKER: DB = BENCH MARK DISK
 HA0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0032_STAMPING: D 356 1954
 HA0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0032+STABILITY: SURFACE MOTION
 HA0032
 HA0032  HISTORY     - Date     Condition        Report By
 HA0032  HISTORY     - 1954     MONUMENTED       CGS
 HA0032
 HA0032                          STATION DESCRIPTION
 HA0032
 HA0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0032'1.9 MI NE FROM HARNED.
 HA0032'ABOUT 1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HA0032'OF STATE HIGHWAY 65 LEADING SOUTH AT HARNED, ABOUT 130 YARDS NORTH
 HA0032'OF A 24-INCH PIPE CULVERT AND THE BOTTOM OF GRADES, 25 FEET WEST
 HA0032'OF CENTER LINE OF HIGHWAY, 243 FEET SOUTH OF CENTER OF A DRIVE
 HA0032'WEST TO A FARM AND THE TOP OF A GRADE, 1 FOOT EAST OF A FENCE
 HA0032'LINE, 3 1/2 FEET SOUTH OF A POWER POLE, 70 FEET NORTHWEST AND
 HA0032'ACROSS HIGHWAY FROM TELEPHONE POLE NO. 27, ABOUT 1 FOOT BELOW
 HA0032'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0032'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1762 ***********************************************************************
 HA1762  DESIGNATION -  D 356 RESET
 HA1762  PID         -  HA1762
 HA1762  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1762  USGS QUAD   -  HARDINSBURG (1993)
 HA1762
 HA1762                         *CURRENT SURVEY CONTROL
 HA1762  ___________________________________________________________________
 HA1762* NAD 83(1986)-  37 45 54.     (N)    086 23 05.     (W)     SCALED    
 HA1762* NAVD 88     -       242.78   (meters)     796.5    (feet)  RESET     
 HA1762  ___________________________________________________________________
 HA1762  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HA1762
 HA1762  VERT ORDER  -  THIRD
 HA1762
 HA1762.The horizontal coordinates were scaled from a topographic map and have
 HA1762.an estimated accuracy of +/- 6 seconds.
 HA1762
 HA1762.The orthometric height was computed from unverified reset data.
 HA1762.No vertical observational check was made to the station.
 HA1762
 HA1762.The geoid height was determined by GEOID03.
 HA1762
 HA1762;                    North         East    Units  Estimated Accuracy
 HA1762;SPC KY1Z     - 1,159,080.    1,444,080.      MT  (+/- 180 meters Scaled)
 HA1762
 HA1762                          SUPERSEDED SURVEY CONTROL
 HA1762
 HA1762  NGVD 29 (10/08/05)  242.92   (m)          797.0    (f) RESET       3  
 HA1762
 HA1762.Superseded values are not recommended for survey control.
 HA1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1762.See file dsdata.txt to determine how the superseded data were derived.
 HA1762
 HA1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG541799(NAD 83)
 HA1762_MARKER: DB = BENCH MARK DISK
 HA1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1762_SP_SET: CONCRETE POST
 HA1762_STAMPING: D 356 RESET 1986
 HA1762_MARK LOGO: KYDT  
 HA1762_PROJECTION: FLUSH
 HA1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1762+STABILITY: SURFACE MOTION
 HA1762
 HA1762  HISTORY     - Date     Condition        Report By
 HA1762  HISTORY     - 1986     MONUMENTED       KYDT
 HA1762
 HA1762                          STATION DESCRIPTION
 HA1762
 HA1762'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1986
 HA1762'3.2 KM (2.00 MI) NE FROM HARNED.
 HA1762'2.0 MI NORTHEAST ALONG US HIGHWAY 60 FROM THE JUNCTION WITH STATE
 HA1762'ROUTE 79 AT HARNED, 54 FT NORTHWEST OF THE CENTER OF HIGHWAY 60, AND
 HA1762'26 FT NORTHEAST OF THE CENTER OF A GRAVEL DRIVE LEADING TO A 1 1/2
 HA1762'STORY WHITE FRAME HOUSE.
 HA1762'THE MARK IS 3.0 METERS  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1790 ***********************************************************************
 GY1790  DESIGNATION -  D 369
 GY1790  PID         -  GY1790
 GY1790  STATE/COUNTY-  KY/MORGAN
 GY1790  USGS QUAD   -  WEST LIBERTY (1993)
 GY1790
 GY1790                         *CURRENT SURVEY CONTROL
 GY1790  ___________________________________________________________________
 GY1790* NAD 83(1986)-  37 53 50.     (N)    083 16 51.     (W)     SCALED    
 GY1790* NAVD 88     -       239.291  (meters)     785.07   (feet)  ADJUSTED  
 GY1790  ___________________________________________________________________
 GY1790  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GY1790  DYNAMIC HT  -         239.118 (meters)     784.51  (feet)  COMP
 GY1790  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 GY1790
 GY1790  VERT ORDER  -  FIRST     CLASS I
 GY1790
 GY1790.The horizontal coordinates were scaled from a topographic map and have
 GY1790.an estimated accuracy of +/- 6 seconds.
 GY1790
 GY1790.The orthometric height was determined by differential leveling
 GY1790.and adjusted by the National Geodetic Survey in June 1991..
 GY1790
 GY1790.The geoid height was determined by GEOID03.
 GY1790
 GY1790.The dynamic height is computed by dividing the NAVD 88
 GY1790.geopotential number by the normal gravity value computed on the
 GY1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1790.degrees latitude (g = 980.6199 gals.).
 GY1790
 GY1790.The modeled gravity was interpolated from observed gravity values.
 GY1790
 GY1790;                    North         East    Units  Estimated Accuracy
 GY1790;SPC KY1Z     - 1,176,440.    1,717,130.      MT  (+/- 180 meters Scaled)
 GY1790
 GY1790                          SUPERSEDED SURVEY CONTROL
 GY1790
 GY1790  NGVD 29 (??/??/92)  239.451  (m)          785.60   (f) ADJ UNCH    1 1
 GY1790
 GY1790.Superseded values are not recommended for survey control.
 GY1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1790.See file dsdata.txt to determine how the superseded data were derived.
 GY1790
 GY1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB994968(NAD 83)
 GY1790_MARKER: DB = BENCH MARK DISK
 GY1790_SETTING: 66 = SET IN ROCK OUTCROP
 GY1790_SP_SET: ROCK CUT
 GY1790_STAMPING: D 369 1967
 GY1790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1790+STABILITY: POSITION/ELEVATION WELL
 GY1790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1790+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GY1790
 GY1790  HISTORY     - Date     Condition        Report By
 GY1790  HISTORY     - 1967     MONUMENTED       CGS
 GY1790  HISTORY     - 19990316 GOOD             KYDT
 GY1790
 GY1790                          STATION DESCRIPTION
 GY1790
 GY1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1790'0.3 MI SE FROM INDEX.
 GY1790'ABOUT 0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 191 FROM THE JUNCTION
 GY1790'OF U.S. HIGHWAY 460 AT INDEX, NEAR THE NORTHWEST END OF A CURVE,
 GY1790'SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CUT WHICH IS ABOUT
 GY1790'0.1 MILE LONG AND 20 FEET HIGH, 19 1/2 FEET NORTHEAST OF THE
 GY1790'CENTER LINE OF THE HIGHWAY, 105 FEET NORTHWEST OF THE SOUTHEAST
 GY1790'END OF THE CUT, 3 FEET ABOVE THE LEVEL OF THE GROUND AND 1 FOOT
 GY1790'ABOVE THE LEVEL OF THE HIGHWAY.
 GY1790
 GY1790                          STATION RECOVERY (1999)
 GY1790
 GY1790'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1790'MARK IS 87 FEET NORTHWEST OF SOUTHEAST END OF CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1759 ***********************************************************************
 HY1759  DESIGNATION -  D 37
 HY1759  PID         -  HY1759
 HY1759  STATE/COUNTY-  KY/ROWAN
 HY1759  USGS QUAD   -  FARMERS (1975)
 HY1759
 HY1759                         *CURRENT SURVEY CONTROL
 HY1759  ___________________________________________________________________
 HY1759* NAD 83(1986)-  38 08 51.     (N)    083 31 32.     (W)     SCALED    
 HY1759* NAVD 88     -       207.135  (meters)     679.58   (feet)  ADJUSTED  
 HY1759  ___________________________________________________________________
 HY1759  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HY1759  DYNAMIC HT  -         206.991 (meters)     679.10  (feet)  COMP
 HY1759  MODELED GRAV-     979,930.4   (mgal)                       NAVD 88
 HY1759
 HY1759  VERT ORDER  -  SECOND    CLASS 0
 HY1759
 HY1759.The horizontal coordinates were scaled from a topographic map and have
 HY1759.an estimated accuracy of +/- 6 seconds.
 HY1759
 HY1759.The orthometric height was determined by differential leveling
 HY1759.and adjusted by the National Geodetic Survey in June 1991..
 HY1759
 HY1759.The geoid height was determined by GEOID03.
 HY1759
 HY1759.The dynamic height is computed by dividing the NAVD 88
 HY1759.geopotential number by the normal gravity value computed on the
 HY1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1759.degrees latitude (g = 980.6199 gals.).
 HY1759
 HY1759.The modeled gravity was interpolated from observed gravity values.
 HY1759
 HY1759;                    North         East    Units  Estimated Accuracy
 HY1759;SPC KY1Z     - 1,203,670.    1,694,950.      MT  (+/- 180 meters Scaled)
 HY1759
 HY1759                          SUPERSEDED SURVEY CONTROL
 HY1759
 HY1759  NGVD 29 (??/??/92)  207.285  (m)          680.07   (f) ADJ UNCH    2 0
 HY1759
 HY1759.Superseded values are not recommended for survey control.
 HY1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1759.See file dsdata.txt to determine how the superseded data were derived.
 HY1759
 HY1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC786251(NAD 83)
 HY1759_MARKER: DB = BENCH MARK DISK
 HY1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1759_SP_SET: CONCRETE POST
 HY1759_STAMPING: D 37 1935 680.068
 HY1759_MARK LOGO: CGS   
 HY1759_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1759+STABILITY: SURFACE MOTION
 HY1759
 HY1759  HISTORY     - Date     Condition        Report By
 HY1759  HISTORY     - 1935     MONUMENTED       CGS
 HY1759  HISTORY     - 1955     GOOD             NGS
 HY1759  HISTORY     - 1964     GOOD             NGS
 HY1759  HISTORY     - 1979     GOOD             LOCENG
 HY1759  HISTORY     - 19931018 MARK NOT FOUND   LOCENG
 HY1759
 HY1759                          STATION DESCRIPTION
 HY1759
 HY1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1759'1.3 MI E FROM FARMERS.
 HY1759'0.15 MILE SOUTH ALONG ROAD FROM THE CHESAPEAKE AND OHIO RAILROAD
 HY1759'STATION AT FARMERS, THENCE 1.15 MILES EAST ALONG U.S. HIGHWAY
 HY1759'60, THENCE NORTH 100 YARDS TO PRIVATE ROAD CROSSING TO HOUSE,
 HY1759'5 1/2 RAILS EAST OF FLOORING MILL, 4 1/2 RAILS EAST OF MILEPOST
 HY1759'584, 35.6 FEET WEST OF THE CENTER OF DRIVE TO HOUSE, 23.5
 HY1759'FEET NORTH OF THE NORTH RAIL, 2.4 FEET NORTHWEST OF TELEPHONE
 HY1759'POLE, ABOUT LEVEL WITH TRACK.
 HY1759
 HY1759                          STATION RECOVERY (1964)
 HY1759
 HY1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HY1759'RECOVERED IN GOOD CONDITION.
 HY1759
 HY1759                          STATION RECOVERY (1979)
 HY1759
 HY1759'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1759'RECOVERED IN GOOD CONDITION.
 HY1759
 HY1759                          STATION RECOVERY (1993)
 HY1759
 HY1759'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 HY1759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1816 ***********************************************************************
 GY1816  DESIGNATION -  D 370
 GY1816  PID         -  GY1816
 GY1816  STATE/COUNTY-  KY/WOLFE
 GY1816  USGS QUAD   -  CANNEL CITY (1993)
 GY1816
 GY1816                         *CURRENT SURVEY CONTROL
 GY1816  ___________________________________________________________________
 GY1816* NAD 83(1986)-  37 45 55.     (N)    083 20 32.     (W)     SCALED    
 GY1816* NAVD 88     -       290.342  (meters)     952.56   (feet)  ADJUSTED  
 GY1816  ___________________________________________________________________
 GY1816  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GY1816  DYNAMIC HT  -         290.124 (meters)     951.85  (feet)  COMP
 GY1816  MODELED GRAV-     979,869.8   (mgal)                       NAVD 88
 GY1816
 GY1816  VERT ORDER  -  FIRST     CLASS I
 GY1816
 GY1816.The horizontal coordinates were scaled from a topographic map and have
 GY1816.an estimated accuracy of +/- 6 seconds.
 GY1816
 GY1816.The orthometric height was determined by differential leveling
 GY1816.and adjusted by the National Geodetic Survey in June 1991..
 GY1816
 GY1816.The geoid height was determined by GEOID03.
 GY1816
 GY1816.The dynamic height is computed by dividing the NAVD 88
 GY1816.geopotential number by the normal gravity value computed on the
 GY1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1816.degrees latitude (g = 980.6199 gals.).
 GY1816
 GY1816.The modeled gravity was interpolated from observed gravity values.
 GY1816
 GY1816;                    North         East    Units  Estimated Accuracy
 GY1816;SPC KY1Z     - 1,161,660.    1,712,110.      MT  (+/- 180 meters Scaled)
 GY1816
 GY1816                          SUPERSEDED SURVEY CONTROL
 GY1816
 GY1816  NGVD 29 (??/??/92)  290.495  (m)          953.07   (f) ADJ UNCH    1 1
 GY1816
 GY1816.Superseded values are not recommended for survey control.
 GY1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1816.See file dsdata.txt to determine how the superseded data were derived.
 GY1816
 GY1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB936823(NAD 83)
 GY1816_MARKER: DB = BENCH MARK DISK
 GY1816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1816_SP_SET: OVERPASS
 GY1816_STAMPING: D 370 1967
 GY1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1816+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 GY1816
 GY1816  HISTORY     - Date     Condition        Report By
 GY1816  HISTORY     - 1967     MONUMENTED       CGS
 GY1816  HISTORY     - 19960430 GOOD             KYDT
 GY1816
 GY1816                          STATION DESCRIPTION
 GY1816
 GY1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1816'2 MI N FROM LEE CITY.
 GY1816'ABOUT 2.05 MILES NORTH ALONG STATE HIGHWAY 205 FROM THE JUNCTION
 GY1816'OF A BLACK TOPPED ROAD LEADING SOUTHEAST, ABOUT 5.5 MILES SOUTHWEST
 GY1816'OF THE SCHOOL AT CANNEL CITY, ABOUT 70 YARDS SOUTHWEST OF THE
 GY1816'JUNCTION OF STATE HIGHWAY 191, SET VERTICALLY IN THE SOUTHEAST
 GY1816'FACE OF THE NORTHEAST LEG OF THE NORTHWEST PIER OF THE MOUNTAIN
 GY1816'PARKWAY OVERPASS OVER THE HIGHWAY, 19 FEET NORTHWEST OF THE
 GY1816'CENTER LINE OF THE HIGHWAY AND 2 FEET ABOVE THE LEVEL OF THE
 GY1816'GROUND AND THE HIGHWAY.
 GY1816
 GY1816                          STATION RECOVERY (1996)
 GY1816
 GY1816'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1816' 
 GY1816' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1785 ***********************************************************************
 GY1785  DESIGNATION -  D 371
 GY1785  PID         -  GY1785
 GY1785  STATE/COUNTY-  KY/MORGAN
 GY1785  USGS QUAD   -  WEST LIBERTY (1993)
 GY1785
 GY1785                         *CURRENT SURVEY CONTROL
 GY1785  ___________________________________________________________________
 GY1785* NAD 83(1986)-  37 54 22.     (N)    083 16 18.     (W)     SCALED    
 GY1785* NAVD 88     -       288.828  (meters)     947.60   (feet)  ADJUSTED  
 GY1785  ___________________________________________________________________
 GY1785  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GY1785  DYNAMIC HT  -         288.619 (meters)     946.91  (feet)  COMP
 GY1785  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 GY1785
 GY1785  VERT ORDER  -  FIRST     CLASS I
 GY1785
 GY1785.The horizontal coordinates were scaled from a topographic map and have
 GY1785.an estimated accuracy of +/- 6 seconds.
 GY1785
 GY1785.The orthometric height was determined by differential leveling
 GY1785.and adjusted by the National Geodetic Survey in June 1991..
 GY1785
 GY1785.The geoid height was determined by GEOID03.
 GY1785
 GY1785.The dynamic height is computed by dividing the NAVD 88
 GY1785.geopotential number by the normal gravity value computed on the
 GY1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1785.degrees latitude (g = 980.6199 gals.).
 GY1785
 GY1785.The modeled gravity was interpolated from observed gravity values.
 GY1785
 GY1785;                    North         East    Units  Estimated Accuracy
 GY1785;SPC KY1Z     - 1,177,440.    1,717,910.      MT  (+/- 180 meters Scaled)
 GY1785
 GY1785                          SUPERSEDED SURVEY CONTROL
 GY1785
 GY1785  NGVD 29 (??/??/92)  288.990  (m)          948.13   (f) ADJ UNCH    1 1
 GY1785
 GY1785.Superseded values are not recommended for survey control.
 GY1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1785.See file dsdata.txt to determine how the superseded data were derived.
 GY1785
 GY1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB002978(NAD 83)
 GY1785_MARKER: DB = BENCH MARK DISK
 GY1785_SETTING: 66 = SET IN ROCK OUTCROP
 GY1785_SP_SET: ROCK CUT
 GY1785_STAMPING: D 371 1967
 GY1785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1785+STABILITY: POSITION/ELEVATION WELL
 GY1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1785+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GY1785
 GY1785  HISTORY     - Date     Condition        Report By
 GY1785  HISTORY     - 1967     MONUMENTED       CGS
 GY1785  HISTORY     - 19990316 GOOD             KYDT
 GY1785
 GY1785                          STATION DESCRIPTION
 GY1785
 GY1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1785'1.3 MI SW FROM WEST LIBERTY.
 GY1785'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 460 FROM THE
 GY1785'COURTHOUSE AT WEST LIBERTY, ABOUT 0.8 MILE EAST OF THE JUNCTION
 GY1785'OF STATE HIGHWAY 191 AT INDEX, NEAR THE SUMMIT OF A LONG HILL, SET
 GY1785'VERTICALLY IN THE SOUTH FACE AND NEAR THE WEST OF A ROCK CUT WHICH
 GY1785'IS ABOUT 0.1 MILE LONG AND 100 FEET HIGH AT PLACES, 25 FEET NORTH
 GY1785'OF THE CENTER LINE OF THE HIGHWAY, 90 FEET EAST OF THE WEST END OF
 GY1785'THE CUT AND 2 FEET ABOVE THE LEVEL OF THE GROUND AND THE HIGHWAY.
 GY1785
 GY1785                          STATION RECOVERY (1999)
 GY1785
 GY1785'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1401 ***********************************************************************
 HY1401  DESIGNATION -  D 372
 HY1401  PID         -  HY1401
 HY1401  STATE/COUNTY-  KY/GREENUP
 HY1401  USGS QUAD   -  GREENUP (1985)
 HY1401
 HY1401                         *CURRENT SURVEY CONTROL
 HY1401  ___________________________________________________________________
 HY1401* NAD 83(1986)-  38 30 43.     (N)    082 49 09.     (W)     SCALED    
 HY1401* NAVD 88     -       171.777  (meters)     563.57   (feet)  ADJUSTED  
 HY1401  ___________________________________________________________________
 HY1401  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HY1401  DYNAMIC HT  -         171.666 (meters)     563.21  (feet)  COMP
 HY1401  MODELED GRAV-     979,981.0   (mgal)                       NAVD 88
 HY1401
 HY1401  VERT ORDER  -  FIRST     CLASS I
 HY1401
 HY1401.The horizontal coordinates were scaled from a topographic map and have
 HY1401.an estimated accuracy of +/- 6 seconds.
 HY1401
 HY1401.The orthometric height was determined by differential leveling
 HY1401.and adjusted by the National Geodetic Survey in June 1991..
 HY1401
 HY1401.The geoid height was determined by GEOID03.
 HY1401
 HY1401.The dynamic height is computed by dividing the NAVD 88
 HY1401.geopotential number by the normal gravity value computed on the
 HY1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1401.degrees latitude (g = 980.6199 gals.).
 HY1401
 HY1401.The modeled gravity was interpolated from observed gravity values.
 HY1401
 HY1401;                    North         East    Units  Estimated Accuracy
 HY1401;SPC KY1Z     - 1,245,810.    1,755,570.      MT  (+/- 180 meters Scaled)
 HY1401
 HY1401                          SUPERSEDED SURVEY CONTROL
 HY1401
 HY1401  NGVD 29 (??/??/92)  171.967  (m)          564.20   (f) ADJ UNCH    1 1
 HY1401
 HY1401.Superseded values are not recommended for survey control.
 HY1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1401.See file dsdata.txt to determine how the superseded data were derived.
 HY1401
 HY1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC413641(NAD 83)
 HY1401_MARKER: DB = BENCH MARK DISK
 HY1401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1401_SP_SET: BUILDING
 HY1401_STAMPING: D 372 1967
 HY1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY1401+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2004
 HY1401
 HY1401  HISTORY     - Date     Condition        Report By
 HY1401  HISTORY     - 1967     MONUMENTED       CGS
 HY1401  HISTORY     - 1979     GOOD             LOCENG
 HY1401  HISTORY     - 20040531 GOOD             GEOCAC
 HY1401
 HY1401                          STATION DESCRIPTION
 HY1401
 HY1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1401'1.8 MI N FROM ARGILLITE.
 HY1401'ABOUT 1.8 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 HY1401'OF STATE HIGHWAY 207 AT ARGILLITE, ABOUT 4.15 MILE SOUTH ALONG
 HY1401'STATE HIGHWAY 1 FROM THE JUNCTION OF U.S. HIGHWAY 23 AT GREENUP,
 HY1401'SET VERTICALLY IN THE NORTH BRICK WALL OF THE JOHNSON CHAPEL
 HY1401'SCHOOL, 309 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 21.5
 HY1401'FEET WEST OF THE WEST SIDE OF THE NORTH ENTRANCE TO THE BUILDING,
 HY1401'1.1 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING AND 2 FEET
 HY1401'ABOVE THE LEVEL OF THE GROUND.
 HY1401
 HY1401                          STATION RECOVERY (1979)
 HY1401
 HY1401'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1401'RECOVERED IN GOOD CONDITION.
 HY1401
 HY1401                          STATION RECOVERY (2004)
 HY1401
 HY1401'RECOVERY NOTE BY GEOCACHING 2004 (GPL)
 HY1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0894 ***********************************************************************
 HY0894  DESIGNATION -  D 373
 HY0894  PID         -  HY0894
 HY0894  STATE/COUNTY-  KY/CARTER
 HY0894  USGS QUAD   -  GRAYSON (1978)
 HY0894
 HY0894                         *CURRENT SURVEY CONTROL
 HY0894  ___________________________________________________________________
 HY0894* NAD 83(1986)-  38 17 22.     (N)    082 57 07.     (W)     SCALED    
 HY0894* NAVD 88     -       184.147  (meters)     604.16   (feet)  ADJUSTED  
 HY0894  ___________________________________________________________________
 HY0894  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HY0894  DYNAMIC HT  -         184.024 (meters)     603.75  (feet)  COMP
 HY0894  MODELED GRAV-     979,958.2   (mgal)                       NAVD 88
 HY0894
 HY0894  VERT ORDER  -  FIRST     CLASS I
 HY0894
 HY0894.The horizontal coordinates were scaled from a topographic map and have
 HY0894.an estimated accuracy of +/- 6 seconds.
 HY0894
 HY0894.The orthometric height was determined by differential leveling
 HY0894.and adjusted by the National Geodetic Survey in June 1991..
 HY0894
 HY0894.The geoid height was determined by GEOID03.
 HY0894
 HY0894.The dynamic height is computed by dividing the NAVD 88
 HY0894.geopotential number by the normal gravity value computed on the
 HY0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0894.degrees latitude (g = 980.6199 gals.).
 HY0894
 HY0894.The modeled gravity was interpolated from observed gravity values.
 HY0894
 HY0894;                    North         East    Units  Estimated Accuracy
 HY0894;SPC KY1Z     - 1,220,770.    1,744,740.      MT  (+/- 180 meters Scaled)
 HY0894
 HY0894                          SUPERSEDED SURVEY CONTROL
 HY0894
 HY0894  NGVD 29 (??/??/92)  184.325  (m)          604.74   (f) ADJ UNCH    1 1
 HY0894
 HY0894.Superseded values are not recommended for survey control.
 HY0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0894.See file dsdata.txt to determine how the superseded data were derived.
 HY0894
 HY0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC292397(NAD 83)
 HY0894_MARKER: DB = BENCH MARK DISK
 HY0894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0894_SP_SET: ABUTMENT
 HY0894_STAMPING: D 373 1967
 HY0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0894+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1997
 HY0894
 HY0894  HISTORY     - Date     Condition        Report By
 HY0894  HISTORY     - 1967     MONUMENTED       CGS
 HY0894  HISTORY     - 19970924 GOOD             KYDT
 HY0894  HISTORY     - 20040101 GOOD             GEOCAC
 HY0894
 HY0894                          STATION DESCRIPTION
 HY0894
 HY0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0894'1.5 MI E FROM LEON.
 HY0894'ABOUT 1.5 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0894'FROM THE CROSSING OF STATE HIGHWAY 7 AT LEON, ABOUT 0.6 MILE
 HY0894'WEST OF A BLACK TOPPED ROAD CROSSING, ABOUT 0.15 MILE WEST OF
 HY0894'MILEPOST 546, SET ON THE TOP OF THE SOUTH END OF THE EAST
 HY0894'CONCRETE ABUTMENT OF BRIDGE NO. 5464 OVER THE LITTLE SANDY
 HY0894'RIVER, 7 FEET SOUTH OF THE SOUTH RAIL AND 1 1/2 FEET BELOW THE
 HY0894'LEVEL OF THE TRACK.
 HY0894
 HY0894                          STATION RECOVERY (1997)
 HY0894
 HY0894'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY0894'RECOVERED IN GOOD CONDITION.
 HY0894
 HY0894                          STATION RECOVERY (2004)
 HY0894
 HY0894'RECOVERY NOTE BY GEOCACHING 2004 (GPL)
 HY0894'THE CSX RAIL HAS BEEN REMOVED AND CONVERTED TO A PUBLIC GRAVEL ROAD.
 HY0894'FOLLOW GRAVEL ROAD (OLD RAIL BED) EAST FROM LEON AT OLD ROUTE 7.  PASS
 HY0894'UNDER NEW ROUTE 7, CROSS OVER THE LITTLE SANDY RIVER THREE TIMES VIA
 HY0894'OLD CSX BRIDGES, AND MARK IS SET IN THE SOUTH END OF THE EAST ABUTMENT
 HY0894'OF THE THIRD BRIDGE.  MARK CAN ALSO BE REACHED VIA ROUTE 773 WEST FROM
 HY0894'HITCHINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1632 ***********************************************************************
 HY1632  DESIGNATION -  D 374
 HY1632  PID         -  HY1632
 HY1632  STATE/COUNTY-  KY/ROWAN
 HY1632  USGS QUAD   -  BANGOR (1983)
 HY1632
 HY1632                         *CURRENT SURVEY CONTROL
 HY1632  ___________________________________________________________________
 HY1632* NAD 83(1986)-  38 03 27.     (N)    083 24 10.     (W)     SCALED    
 HY1632* NAVD 88     -       224.172  (meters)     735.47   (feet)  ADJUSTED  
 HY1632  ___________________________________________________________________
 HY1632  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HY1632  DYNAMIC HT  -         224.013 (meters)     734.95  (feet)  COMP
 HY1632  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 HY1632
 HY1632  VERT ORDER  -  FIRST     CLASS I
 HY1632
 HY1632.The horizontal coordinates were scaled from a topographic map and have
 HY1632.an estimated accuracy of +/- 6 seconds.
 HY1632
 HY1632.The orthometric height was determined by differential leveling
 HY1632.and adjusted by the National Geodetic Survey in June 1991..
 HY1632
 HY1632.The geoid height was determined by GEOID03.
 HY1632
 HY1632.The dynamic height is computed by dividing the NAVD 88
 HY1632.geopotential number by the normal gravity value computed on the
 HY1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1632.degrees latitude (g = 980.6199 gals.).
 HY1632
 HY1632.The modeled gravity was interpolated from observed gravity values.
 HY1632
 HY1632;                    North         East    Units  Estimated Accuracy
 HY1632;SPC KY1Z     - 1,193,940.    1,705,960.      MT  (+/- 180 meters Scaled)
 HY1632
 HY1632                          SUPERSEDED SURVEY CONTROL
 HY1632
 HY1632  NGVD 29 (??/??/92)  224.342  (m)          736.03   (f) ADJ UNCH    1 1
 HY1632
 HY1632.Superseded values are not recommended for survey control.
 HY1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1632.See file dsdata.txt to determine how the superseded data were derived.
 HY1632
 HY1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC891149(NAD 83)
 HY1632_MARKER: DB = BENCH MARK DISK
 HY1632_SETTING: 66 = SET IN ROCK OUTCROP
 HY1632_SP_SET: ROCK CLIFF
 HY1632_STAMPING: D 374 1967
 HY1632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1632+STABILITY: POSITION/ELEVATION WELL
 HY1632
 HY1632  HISTORY     - Date     Condition        Report By
 HY1632  HISTORY     - 1967     MONUMENTED       CGS
 HY1632  HISTORY     - 19970826 MARK NOT FOUND   KYDT
 HY1632
 HY1632                          STATION DESCRIPTION
 HY1632
 HY1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1632'8.2 MI SE FROM CLEARFIELD.
 HY1632'ABOUT 8.2 MILES SOUTHEAST ALONG STATE HIGHWAY 519 FROM THE
 HY1632'POST OFFICE AT CLEARFIELD, ABOUT 0.8 MILE NORTHWEST OF THE WEST
 HY1632'END OF THE POPPIN ROCK TUNNEL, SET VERTICALLY IN THE EAST FACE OF
 HY1632'A ROCK CLIFF WHICH IS ABOUT 100 YARDS LONG AND 40 FEET HIGH,
 HY1632'23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 130 FEET NORTH OF
 HY1632'THE SOUTH END OF THE CUT, 2 1/2 FEET ABOVE THE LEVEL OF THE
 HY1632'GROUND AND THE HIGHWAY.
 HY1632
 HY1632                          STATION RECOVERY (1997)
 HY1632
 HY1632'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY1632'BELIEVE DESTROYED WHEN ROAD WAS REBUILT YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2141 ***********************************************************************
 HY2141  DESIGNATION -  D 38 RESET 1980
 HY2141  PID         -  HY2141
 HY2141  STATE/COUNTY-  KY/FLEMING
 HY2141  USGS QUAD   -  FLEMINGSBURG (1979)
 HY2141
 HY2141                         *CURRENT SURVEY CONTROL
 HY2141  ___________________________________________________________________
 HY2141* NAD 83(1986)-  38 23 02.     (N)    083 39 19.     (W)     SCALED    
 HY2141* NAVD 88     -       267.48   (meters)     877.6    (feet)  RESET     
 HY2141  ___________________________________________________________________
 HY2141  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY2141
 HY2141  VERT ORDER  -  THIRD
 HY2141
 HY2141.The horizontal coordinates were scaled from a topographic map and have
 HY2141.an estimated accuracy of +/- 6 seconds.
 HY2141
 HY2141.The orthometric height was computed from unverified reset data.
 HY2141.No vertical observational check was made to the station.
 HY2141
 HY2141.The geoid height was determined by GEOID03.
 HY2141
 HY2141;                    North         East    Units  Estimated Accuracy
 HY2141;SPC KY1Z     - 1,229,630.    1,683,000.      MT  (+/- 180 meters Scaled)
 HY2141
 HY2141                          SUPERSEDED SURVEY CONTROL
 HY2141
 HY2141  NGVD 29 (10/08/05)  267.67   (m)          878.2    (f) RESET       3  
 HY2141
 HY2141.Superseded values are not recommended for survey control.
 HY2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2141.See file dsdata.txt to determine how the superseded data were derived.
 HY2141
 HY2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC680517(NAD 83)
 HY2141_MARKER: DB = BENCH MARK DISK
 HY2141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY2141_SP_SET: CONCRETE HEADWALK
 HY2141_STAMPING: D 38 RESET 1980
 HY2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2141+STABILITY: SURFACE MOTION
 HY2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY2141+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 HY2141
 HY2141  HISTORY     - Date     Condition        Report By
 HY2141  HISTORY     - 1980     MONUMENTED       NGS
 HY2141  HISTORY     - 20040316 GOOD             KYDT
 HY2141
 HY2141                          STATION DESCRIPTION
 HY2141
 HY2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 HY2141'5.35 MI SE FROM FLEMINGSBURG.
 HY2141'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 HY2141'WITH STATE HIGHWAY 11 IN FLEMINGSBURG, IN THE SOUTHEAST END OF
 HY2141'THE SOUTH HEADWALL OF A 3 BY 3 FOOT CONCRETE BOX CULVERT, 28 FEET
 HY2141'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 45 FEET WEST OF THE
 HY2141'CENTERLINE OF A DRIVEWAY.
 HY2141
 HY2141                          STATION RECOVERY (2004)
 HY2141
 HY2141'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY2141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1856 ***********************************************************************
 GY1856  DESIGNATION -  D 380
 GY1856  PID         -  GY1856
 GY1856  STATE/COUNTY-  KY/BREATHITT
 GY1856  USGS QUAD   -  QUICKSAND (1976)
 GY1856
 GY1856                         *CURRENT SURVEY CONTROL
 GY1856  ___________________________________________________________________
 GY1856* NAD 83(1986)-  37 30 51.     (N)    083 20 51.     (W)     SCALED    
 GY1856* NAVD 88     -       228.925  (meters)     751.06   (feet)  ADJUSTED  
 GY1856  ___________________________________________________________________
 GY1856  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GY1856  DYNAMIC HT  -         228.749 (meters)     750.49  (feet)  COMP
 GY1856  MODELED GRAV-     979,858.2   (mgal)                       NAVD 88
 GY1856
 GY1856  VERT ORDER  -  FIRST     CLASS I
 GY1856
 GY1856.The horizontal coordinates were scaled from a topographic map and have
 GY1856.an estimated accuracy of +/- 6 seconds.
 GY1856
 GY1856.The orthometric height was determined by differential leveling
 GY1856.and adjusted by the National Geodetic Survey in June 1991..
 GY1856
 GY1856.The geoid height was determined by GEOID03.
 GY1856
 GY1856.The dynamic height is computed by dividing the NAVD 88
 GY1856.geopotential number by the normal gravity value computed on the
 GY1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1856.degrees latitude (g = 980.6199 gals.).
 GY1856
 GY1856.The modeled gravity was interpolated from observed gravity values.
 GY1856
 GY1856;                    North         East    Units  Estimated Accuracy
 GY1856;SPC KY1Z     - 1,133,790.    1,712,360.      MT  (+/- 180 meters Scaled)
 GY1856
 GY1856                          SUPERSEDED SURVEY CONTROL
 GY1856
 GY1856  NGVD 29 (??/??/92)  229.079  (m)          751.57   (f) ADJ UNCH    1 1
 GY1856
 GY1856.Superseded values are not recommended for survey control.
 GY1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1856.See file dsdata.txt to determine how the superseded data were derived.
 GY1856
 GY1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB925545(NAD 83)
 GY1856_MARKER: DB = BENCH MARK DISK
 GY1856_SETTING: 66 = SET IN ROCK OUTCROP
 GY1856_SP_SET: ROCK OUTCROP
 GY1856_STAMPING: D 380 1967
 GY1856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1856+STABILITY: POSITION/ELEVATION WELL
 GY1856
 GY1856  HISTORY     - Date     Condition        Report By
 GY1856  HISTORY     - 1967     MONUMENTED       CGS
 GY1856
 GY1856                          STATION DESCRIPTION
 GY1856
 GY1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1856'3.4 MI SE FROM JACKSON.
 GY1856'ABOUT 3.35 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1856'RAILROAD FROM THE STATION AT JACKSON, ON THE OUTSIDE OF A CURVE
 GY1856'IN THE TRACKS, 31 FEET SOUTHEAST OF MILEPOST NUMBER 201, 12 1/2
 GY1856'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, SET IN THE
 GY1856'TOP OF THE SOUTHEAST END OF A ROCK OUTCROP, ABOUT 3 1/2 FEET
 GY1856'ABOVE THE LEVEL OF A DITCH, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 GY1856'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1992 ***********************************************************************
 GY1992  DESIGNATION -  D 381
 GY1992  PID         -  GY1992
 GY1992  STATE/COUNTY-  KY/PERRY
 GY1992  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1992
 GY1992                         *CURRENT SURVEY CONTROL
 GY1992  ___________________________________________________________________
 GY1992* NAD 83(1986)-  37 12 26.     (N)    083 07 56.     (W)     SCALED    
 GY1992* NAVD 88     -       273.583  (meters)     897.58   (feet)  ADJUSTED  
 GY1992  ___________________________________________________________________
 GY1992  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY1992  DYNAMIC HT  -         273.363 (meters)     896.86  (feet)  COMP
 GY1992  MODELED GRAV-     979,819.1   (mgal)                       NAVD 88
 GY1992
 GY1992  VERT ORDER  -  FIRST     CLASS I
 GY1992
 GY1992.The horizontal coordinates were scaled from a topographic map and have
 GY1992.an estimated accuracy of +/- 6 seconds.
 GY1992
 GY1992.The orthometric height was determined by differential leveling
 GY1992.and adjusted by the National Geodetic Survey in June 1991..
 GY1992
 GY1992.The geoid height was determined by GEOID03.
 GY1992
 GY1992.The dynamic height is computed by dividing the NAVD 88
 GY1992.geopotential number by the normal gravity value computed on the
 GY1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1992.degrees latitude (g = 980.6199 gals.).
 GY1992
 GY1992.The modeled gravity was interpolated from observed gravity values.
 GY1992
 GY1992;                    North         East    Units  Estimated Accuracy
 GY1992;SPC KY1Z     - 1,100,250.    1,732,340.      MT  (+/- 180 meters Scaled)
 GY1992
 GY1992                          SUPERSEDED SURVEY CONTROL
 GY1992
 GY1992  NGVD 29 (??/??/92)  273.743  (m)          898.11   (f) ADJ UNCH    1 1
 GY1992
 GY1992.Superseded values are not recommended for survey control.
 GY1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1992.See file dsdata.txt to determine how the superseded data were derived.
 GY1992
 GY1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB107199(NAD 83)
 GY1992_MARKER: DB = BENCH MARK DISK
 GY1992_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1992_SP_SET: BRIDGE
 GY1992_STAMPING: D 381 1967
 GY1992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1992+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1994
 GY1992
 GY1992  HISTORY     - Date     Condition        Report By
 GY1992  HISTORY     - 1967     MONUMENTED       CGS
 GY1992  HISTORY     - 19940610 GOOD             KYDT
 GY1992
 GY1992                          STATION DESCRIPTION
 GY1992
 GY1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1992'6.2 MI SE FROM HAZARD.
 GY1992'ABOUT 6.25 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1992'RAILROAD FROM THE STATION AT HAZARD, 0.2 MILE NORTHEAST OF
 GY1992'MILEPOST 249, 141 FEET NORTHEAST OF THE CENTER OF THE CROSSING
 GY1992'OF THE RAILROAD AND STATE HIGHWAY 15, 8 1/2 FEET SOUTHEAST OF THE
 GY1992'SOUTHEAST RAIL OF THE TRACK, SET IN THE TOP OF THE SOUTHEAST END
 GY1992'OF THE SOUTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER
 GY1992'102 OVER THE NORTH FORK KENTUCKY RIVER, 56 FEET SOUTHWEST OF
 GY1992'THE SOUTHWEST END OF THE SOUTHEAST STEEL GIRDER OF THE BRIDGE,
 GY1992'0.05 MILE SOUTH OF BENCH MARK 890 (USGS), AND ABOUT 2 FEET BELOW
 GY1992'THE LEVEL OF THE TRACK.
 GY1992
 GY1992                          STATION RECOVERY (1994)
 GY1992
 GY1992'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2022 ***********************************************************************
 GY2022  DESIGNATION -  D 382
 GY2022  PID         -  GY2022
 GY2022  STATE/COUNTY-  KY/LETCHER
 GY2022  USGS QUAD   -  VICCO (1992)
 GY2022
 GY2022                         *CURRENT SURVEY CONTROL
 GY2022  ___________________________________________________________________
 GY2022* NAD 83(1986)-  37 07 42.     (N)    083 00 06.     (W)     SCALED    
 GY2022* NAVD 88     -       298.555  (meters)     979.51   (feet)  ADJUSTED  
 GY2022  ___________________________________________________________________
 GY2022  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GY2022  DYNAMIC HT  -         298.309 (meters)     978.70  (feet)  COMP
 GY2022  MODELED GRAV-     979,798.2   (mgal)                       NAVD 88
 GY2022
 GY2022  VERT ORDER  -  FIRST     CLASS I
 GY2022
 GY2022.The horizontal coordinates were scaled from a topographic map and have
 GY2022.an estimated accuracy of +/- 6 seconds.
 GY2022
 GY2022.The orthometric height was determined by differential leveling
 GY2022.and adjusted by the National Geodetic Survey in June 1991..
 GY2022
 GY2022.The geoid height was determined by GEOID03.
 GY2022
 GY2022.The dynamic height is computed by dividing the NAVD 88
 GY2022.geopotential number by the normal gravity value computed on the
 GY2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2022.degrees latitude (g = 980.6199 gals.).
 GY2022
 GY2022.The modeled gravity was interpolated from observed gravity values.
 GY2022
 GY2022;                    North         East    Units  Estimated Accuracy
 GY2022;SPC KY1Z     - 1,091,830.    1,744,180.      MT  (+/- 180 meters Scaled)
 GY2022
 GY2022                          SUPERSEDED SURVEY CONTROL
 GY2022
 GY2022  NGVD 29 (??/??/92)  298.704  (m)          980.00   (f) ADJ UNCH    1 1
 GY2022
 GY2022.Superseded values are not recommended for survey control.
 GY2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2022.See file dsdata.txt to determine how the superseded data were derived.
 GY2022
 GY2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB221109(NAD 83)
 GY2022_MARKER: DB = BENCH MARK DISK
 GY2022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2022_SP_SET: CULVERT
 GY2022_STAMPING: D 382 1967
 GY2022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2022
 GY2022  HISTORY     - Date     Condition        Report By
 GY2022  HISTORY     - 1967     MONUMENTED       CGS
 GY2022
 GY2022                          STATION DESCRIPTION
 GY2022
 GY2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY2022'17.3 MI W FROM WHITESBURG.
 GY2022'ABOUT 0.9 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY2022'RAILROAD FROM THE STATION AT WHITESBURG, THENCE 0.15 MILE WEST
 GY2022'ALONG STATE HIGHWAY 15, THENCE 16.25 MILES WEST ALONG THE
 GY2022'LOUISVILLE AND NASHVILLE RAILROAD, 1.8 MILES WEST OF THE POST
 GY2022'OFFICE AT THE SMALL COMMUNITY OF BLACKEY, 51 YARDS EAST OF
 GY2022'THE CROSSING OF THE RAILROAD AND A POWER LINE WHICH CROSSES
 GY2022'THE NORTH FORK KENTUCKY RIVER, 80 FEET WEST OF THE CROSSING
 GY2022'OF THE RAILROAD AND A PRIVATE ROAD, 16 1/2 FEET SOUTH OF THE
 GY2022'SOUTH RAIL OF THE TRACK, SET IN THE TOP OF THE EAST END OF THE
 GY2022'SOUTH CONCRETE HEAD WALL OF A CULVERT, 53 FEET SOUTHEAST OF
 GY2022'TELEPHONE POLE NUMBRR 4648, AND ABOUT 8 FEET BELOW THE LEVEL OF
 GY2022'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0044 ***********************************************************************
 GB0044  DESIGNATION -  D 386
 GB0044  PID         -  GB0044
 GB0044  STATE/COUNTY-  KY/MCCREARY
 GB0044  USGS QUAD   -  WIBORG (1981)
 GB0044
 GB0044                         *CURRENT SURVEY CONTROL
 GB0044  ___________________________________________________________________
 GB0044* NAD 83(1986)-  36 48 33.     (N)    084 29 17.     (W)     SCALED    
 GB0044* NAVD 88     -       409.333  (meters)    1342.95   (feet)  ADJUSTED  
 GB0044  ___________________________________________________________________
 GB0044  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB0044  DYNAMIC HT  -         409.009 (meters)    1341.89  (feet)  COMP
 GB0044  MODELED GRAV-     979,827.8   (mgal)                       NAVD 88
 GB0044
 GB0044  VERT ORDER  -  FIRST     CLASS I
 GB0044
 GB0044.The horizontal coordinates were scaled from a topographic map and have
 GB0044.an estimated accuracy of +/- 6 seconds.
 GB0044
 GB0044.The orthometric height was determined by differential leveling
 GB0044.and adjusted by the National Geodetic Survey in June 1991..
 GB0044
 GB0044.The geoid height was determined by GEOID03.
 GB0044
 GB0044.The dynamic height is computed by dividing the NAVD 88
 GB0044.geopotential number by the normal gravity value computed on the
 GB0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0044.degrees latitude (g = 980.6199 gals.).
 GB0044
 GB0044.The modeled gravity was interpolated from observed gravity values.
 GB0044
 GB0044;                    North         East    Units  Estimated Accuracy
 GB0044;SPC KY1Z     - 1,053,570.    1,612,610.      MT  (+/- 180 meters Scaled)
 GB0044
 GB0044                          SUPERSEDED SURVEY CONTROL
 GB0044
 GB0044  NGVD 29 (??/??/92)  409.477  (m)         1343.43   (f) ADJ UNCH    1 1
 GB0044
 GB0044.Superseded values are not recommended for survey control.
 GB0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0044.See file dsdata.txt to determine how the superseded data were derived.
 GB0044
 GB0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF240766(NAD 83)
 GB0044_MARKER: DB = BENCH MARK DISK
 GB0044_SETTING: 66 = SET IN ROCK OUTCROP
 GB0044_SP_SET: ROCK LEDGE
 GB0044_STAMPING: D 386 1968
 GB0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0044+STABILITY: POSITION/ELEVATION WELL
 GB0044
 GB0044  HISTORY     - Date     Condition        Report By
 GB0044  HISTORY     - 1968     MONUMENTED       CGS
 GB0044
 GB0044                          STATION DESCRIPTION
 GB0044
 GB0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0044'2.4 MI S FROM PARKERS LAKE.
 GB0044'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0044'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, AT THE EAST EDGE OF
 GB0044'A JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 1045, 33 FEET WEST
 GB0044'OF THE CENTERLINE OF U.S. HIGHWAY 27, SET IN THE TOP OF A LEDGE
 GB0044'ON THE WEST ROCK WALL OF A CUT FOR THE HIGHWAY, 47 FEET SOUTHEAST
 GB0044'OF THE CENTERLINE OF STATE HIGHWAY 1045, 147 FEET EAST OF THE
 GB0044'SOUTHEAST CORNER OF THE FIRST CHURCH OF JESUS CHRIST, 1.2 FEET
 GB0044'NORTH OF A METAL WITNESS POST, AND ABOUT 5 FEET ABOVE THE LEVEL
 GB0044'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0731 ***********************************************************************
 GZ0731  DESIGNATION -  D 387
 GZ0731  PID         -  GZ0731
 GZ0731  STATE/COUNTY-  KY/CASEY
 GZ0731  USGS QUAD   -  ELI (1973)
 GZ0731
 GZ0731                         *CURRENT SURVEY CONTROL
 GZ0731  ___________________________________________________________________
 GZ0731* NAD 83(1986)-  37 07 16.     (N)    084 54 57.     (W)     SCALED    
 GZ0731* NAVD 88     -       352.436  (meters)    1156.28   (feet)  ADJUSTED  
 GZ0731  ___________________________________________________________________
 GZ0731  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GZ0731  DYNAMIC HT  -         352.147 (meters)    1155.34  (feet)  COMP
 GZ0731  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 GZ0731
 GZ0731  VERT ORDER  -  FIRST     CLASS I
 GZ0731
 GZ0731.The horizontal coordinates were scaled from a topographic map and have
 GZ0731.an estimated accuracy of +/- 6 seconds.
 GZ0731
 GZ0731.The orthometric height was determined by differential leveling
 GZ0731.and adjusted by the National Geodetic Survey in June 1991..
 GZ0731
 GZ0731.The geoid height was determined by GEOID03.
 GZ0731
 GZ0731.The dynamic height is computed by dividing the NAVD 88
 GZ0731.geopotential number by the normal gravity value computed on the
 GZ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0731.degrees latitude (g = 980.6199 gals.).
 GZ0731
 GZ0731.The modeled gravity was interpolated from observed gravity values.
 GZ0731
 GZ0731;                    North         East    Units  Estimated Accuracy
 GZ0731;SPC KY1Z     - 1,087,760.    1,574,130.      MT  (+/- 180 meters Scaled)
 GZ0731
 GZ0731                          SUPERSEDED SURVEY CONTROL
 GZ0731
 GZ0731  NGVD 29 (??/??/92)  352.565  (m)         1156.71   (f) ADJ UNCH    1 1
 GZ0731
 GZ0731.Superseded values are not recommended for survey control.
 GZ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0731.See file dsdata.txt to determine how the superseded data were derived.
 GZ0731
 GZ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG851103(NAD 83)
 GZ0731_MARKER: DB = BENCH MARK DISK
 GZ0731_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GZ0731_SP_SET: 40 FEET
 GZ0731_STAMPING: D 387 1968
 GZ0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0731
 GZ0731  HISTORY     - Date     Condition        Report By
 GZ0731  HISTORY     - 1968     MONUMENTED       CGS
 GZ0731  HISTORY     - 1968     GOOD             NGS
 GZ0731
 GZ0731                          STATION DESCRIPTION
 GZ0731
 GZ0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ0731'4 MI W FROM CAINS STORE.
 GZ0731'ABOUT 3.65 MILES WEST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GZ0731'AT CAINS STORE, THENCE 0.35 MILE SOUTH ALONG STATE HIGHWAY 910,
 GZ0731'ON THE OUTSIDE AND NEAR THE NORTHWEST END OF A CURVE IN THE
 GZ0731'HIGHWAY, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 90 FEET
 GZ0731'WEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A FRAME
 GZ0731'HOUSE, 21 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 1.1
 GZ0731'FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 GZ0731'OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 GZ0731'THAT IS DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED IN A 6-INCH
 GZ0731'CAST IRON PIPE WHICH PROJECTS 1 INCH.
 GZ0731
 GZ0731                          STATION RECOVERY (1968)
 GZ0731
 GZ0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GZ0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1898 ***********************************************************************
 GZ1898  DESIGNATION -  D 388
 GZ1898  PID         -  GZ1898
 GZ1898  STATE/COUNTY-  KY/BARREN
 GZ1898  USGS QUAD   -  HISEVILLE (1976)
 GZ1898
 GZ1898                         *CURRENT SURVEY CONTROL
 GZ1898  ___________________________________________________________________
 GZ1898* NAD 83(1986)-  37 00 43.     (N)    085 50 14.     (W)     SCALED    
 GZ1898* NAVD 88     -       246.839  (meters)     809.84   (feet)  ADJUSTED  
 GZ1898  ___________________________________________________________________
 GZ1898  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GZ1898  DYNAMIC HT  -         246.641 (meters)     809.19  (feet)  COMP
 GZ1898  MODELED GRAV-     979,822.1   (mgal)                       NAVD 88
 GZ1898
 GZ1898  VERT ORDER  -  FIRST     CLASS I
 GZ1898
 GZ1898.The horizontal coordinates were scaled from a topographic map and have
 GZ1898.an estimated accuracy of +/- 6 seconds.
 GZ1898
 GZ1898.The orthometric height was determined by differential leveling
 GZ1898.and adjusted by the National Geodetic Survey in June 1991..
 GZ1898
 GZ1898.The geoid height was determined by GEOID03.
 GZ1898
 GZ1898.The dynamic height is computed by dividing the NAVD 88
 GZ1898.geopotential number by the normal gravity value computed on the
 GZ1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1898.degrees latitude (g = 980.6199 gals.).
 GZ1898
 GZ1898.The modeled gravity was interpolated from observed gravity values.
 GZ1898
 GZ1898;                    North         East    Units  Estimated Accuracy
 GZ1898;SPC KY1Z     - 1,075,320.    1,492,240.      MT  (+/- 180 meters Scaled)
 GZ1898
 GZ1898                          SUPERSEDED SURVEY CONTROL
 GZ1898
 GZ1898  NGVD 29 (??/??/92)  246.982  (m)          810.31   (f) ADJ UNCH    1 1
 GZ1898
 GZ1898.Superseded values are not recommended for survey control.
 GZ1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1898.See file dsdata.txt to determine how the superseded data were derived.
 GZ1898
 GZ1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF034968(NAD 83)
 GZ1898_MARKER: DB = BENCH MARK DISK
 GZ1898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1898_SP_SET: CULVERT
 GZ1898_STAMPING: D 388 1968
 GZ1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1898
 GZ1898  HISTORY     - Date     Condition        Report By
 GZ1898  HISTORY     - 1968     MONUMENTED       CGS
 GZ1898
 GZ1898                          STATION DESCRIPTION
 GZ1898
 GZ1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1898'4.5 MI E FROM GLASGOW.
 GZ1898'ABOUT 4.5 MILES EAST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GZ1898'FROM THE BARREN COUNTY COURTHOUSE AT GLASGOW, 41 FEET NORTH OF THE
 GZ1898'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE
 GZ1898'NORTH CONCRETE HEADWALL OF A TUBULAR CULVERT UNDER THE HIGHWAY,
 GZ1898'148 FEET EAST OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 91 FEET
 GZ1898'WEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY, AND ABOUT 8 FEET
 GZ1898'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0399 ***********************************************************************
 HB0399  HT_MOD      -  This is a Height Modernization Survey Station.
 HB0399  DESIGNATION -  D 389
 HB0399  PID         -  HB0399
 HB0399  STATE/COUNTY-  KY/BALLARD
 HB0399  USGS QUAD   -  LA CENTER (1975)
 HB0399
 HB0399                         *CURRENT SURVEY CONTROL
 HB0399  ___________________________________________________________________
 HB0399* NAD 83(1993)-  37 04 25.74288(N)    088 58 12.98692(W)     ADJUSTED  
 HB0399* NAVD 88     -       111.73   (meters)     366.6    (feet)  GPS OBS   
 HB0399  ___________________________________________________________________
 HB0399  X           -      91,565.206 (meters)                     COMP
 HB0399  Y           -  -5,094,302.477 (meters)                     COMP
 HB0399  Z           -   3,823,982.805 (meters)                     COMP
 HB0399  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 HB0399  ELLIP HEIGHT-          83.42  (meters)          (04/05/04) GPS OBS
 HB0399  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HB0399  DYNAMIC HT  -         111.65  (meters)     366.3   (feet)  COMP
 HB0399  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 HB0399
 HB0399  HORZ ORDER  -  B
 HB0399  VERT ORDER  -  THIRD (See Below)
 HB0399  ELLP ORDER  -  FOURTH    CLASS I
 HB0399
 HB0399.The horizontal coordinates were established by GPS observations
 HB0399.and adjusted by the National Geodetic Survey in April 2004..
 HB0399
 HB0399.The orthometric height was determined by GPS observations and a
 HB0399.high-resolution geoid model using precise GPS observation and
 HB0399.processing techniques. It supersedes the leveled height previously
 HB0399.determined for this station.
 HB0399.The vertical order pertains to the first NAVD 88 superseded value.
 HB0399
 HB0399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB0399
 HB0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0399
 HB0399.The ellipsoidal height was determined by GPS observations
 HB0399.and is referenced to NAD 83.
 HB0399
 HB0399.The geoid height was determined by GEOID03.
 HB0399
 HB0399.The dynamic height is computed by dividing the NAVD 88
 HB0399.geopotential number by the normal gravity value computed on the
 HB0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0399.degrees latitude (g = 980.6199 gals.).
 HB0399
 HB0399.The modeled gravity was interpolated from observed gravity values.
 HB0399
 HB0399;                    North         East     Units Scale Factor Converg.
 HB0399;SPC KY1Z     - 1,087,123.238 1,213,691.520   MT  1.00000229   -1 58 37.6
 HB0399;SPC KY1Z     - 3,566,670.16  3,981,919.60   sFT  1.00000229   -1 58 37.6
 HB0399;SPC KY S     -   587,053.900   213,703.489   MT  0.99995567   -1 57 10.7
 HB0399;SPC KY S     - 1,926,026.00    701,125.53   sFT  0.99995567   -1 57 10.7
 HB0399;UTM  16      - 4,104,877.082   324,852.851   MT  0.99997791   -1 11 17.0
 HB0399
 HB0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0399!SPC KY1Z     -   0.99998691  x   1.00000229  =   0.99998920
 HB0399!SPC KY S     -   0.99998691  x   0.99995567  =   0.99994258
 HB0399!UTM  16      -   0.99998691  x   0.99997791  =   0.99996482
 HB0399
 HB0399                          SUPERSEDED SURVEY CONTROL
 HB0399
 HB0399  NAVD 88 (06/15/91)  111.706  (m)          366.49   (f) ADJUSTED    1 1
 HB0399  NGVD 29 (??/??/??)  111.623  (m)          366.22   (f) ADJUSTED    1 1
 HB0399
 HB0399.Superseded values are not recommended for survey control.
 HB0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0399.See file dsdata.txt to determine how the superseded data were derived.
 HB0399
 HB0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG2485304877(NAD 83)
 HB0399_MARKER: DB = BENCH MARK DISK
 HB0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0399_STAMPING: D 389 1968
 HB0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0399+STABILITY: SURFACE MOTION
 HB0399
 HB0399  HISTORY     - Date     Condition        Report By
 HB0399  HISTORY     - 1968     MONUMENTED       CGS
 HB0399  HISTORY     - 20020608 GOOD             USACE
 HB0399
 HB0399                          STATION DESCRIPTION
 HB0399
 HB0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0399'4.4 MI E FROM BARLOW.
 HB0399'ABOUT 4.35 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 HB0399'AT BARLOW, OR ABOUT 0.1 MILE SOUTH ALONG WALLACE AVENUE FROM THE
 HB0399'POST OFFICE AT KEVIL, THENCE 4.65 MILES WEST ALONG U.S. HIGHWAY 60,
 HB0399'122 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 44 1/2 FEET NORTH
 HB0399'OF THE NORTH RAIL OF THE ILLINOIS CENTRAL RAILROAD, 4 FEET EAST
 HB0399'OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE WHICH SURROUNDS
 HB0399'THE STATE HIGHWAY DEPARTMENT MAINTENANCE GARAGE FOR DISTRICT NUMBER
 HB0399'1 BALLARD COUNTY, 210 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 HB0399'METAL GARAGE BUILDING, 1 1/2 FEET SOUTH OF THE FENCE, 36 FEET EAST
 HB0399'OF THE CENTERLINE OF OAK STREET, 26 FEET NORTH OF A TELEPHONE
 HB0399'POLE WHICH IS BRACED BY A GUY WIRE, 1.5 FEET EAST OF A METAL
 HB0399'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN
 HB0399'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 HB0399
 HB0399                          STATION RECOVERY (2002)
 HB0399
 HB0399'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002
 HB0399'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0041 ***********************************************************************
 GZ0041  DESIGNATION -  D 39
 GZ0041  PID         -  GZ0041
 GZ0041  STATE/COUNTY-  KY/MADISON
 GZ0041  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0041
 GZ0041                         *CURRENT SURVEY CONTROL
 GZ0041  ___________________________________________________________________
 GZ0041* NAD 83(1986)-  37 46 26.     (N)    084 16 56.     (W)     SCALED    
 GZ0041* NAVD 88     -       255.272  (meters)     837.50   (feet)  ADJUSTED  
 GZ0041  ___________________________________________________________________
 GZ0041  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GZ0041  DYNAMIC HT  -         255.083 (meters)     836.88  (feet)  COMP
 GZ0041  MODELED GRAV-     979,883.1   (mgal)                       NAVD 88
 GZ0041
 GZ0041  VERT ORDER  -  SECOND    CLASS 0
 GZ0041
 GZ0041.The horizontal coordinates were scaled from a topographic map and have
 GZ0041.an estimated accuracy of +/- 6 seconds.
 GZ0041
 GZ0041.The orthometric height was determined by differential leveling
 GZ0041.and adjusted by the National Geodetic Survey in June 1991..
 GZ0041
 GZ0041.The geoid height was determined by GEOID03.
 GZ0041
 GZ0041.The dynamic height is computed by dividing the NAVD 88
 GZ0041.geopotential number by the normal gravity value computed on the
 GZ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0041.degrees latitude (g = 980.6199 gals.).
 GZ0041
 GZ0041.The modeled gravity was interpolated from observed gravity values.
 GZ0041
 GZ0041;                    North         East    Units  Estimated Accuracy
 GZ0041;SPC KY1Z     - 1,160,890.    1,629,300.      MT  (+/- 180 meters Scaled)
 GZ0041
 GZ0041                          SUPERSEDED SURVEY CONTROL
 GZ0041
 GZ0041  NGVD 29 (??/??/92)  255.431  (m)          838.03   (f) ADJ UNCH    2 0
 GZ0041
 GZ0041.Superseded values are not recommended for survey control.
 GZ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0041.See file dsdata.txt to determine how the superseded data were derived.
 GZ0041
 GZ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG393842(NAD 83)
 GZ0041_MARKER: DB = BENCH MARK DISK
 GZ0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0041_SP_SET: BRIDGE
 GZ0041_STAMPING: D 39 1935 838.027
 GZ0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0041
 GZ0041  HISTORY     - Date     Condition        Report By
 GZ0041  HISTORY     - 1935     MONUMENTED       CGS
 GZ0041  HISTORY     - 1958     POOR             NGS
 GZ0041
 GZ0041                          STATION DESCRIPTION
 GZ0041
 GZ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0041'2.1 MI N FROM RICHMOND.
 GZ0041'2.1 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0041'FROM THE STATION AT RICHMOND, MADISON COUNTY, 0.2 MILE NORTH OF
 GZ0041'AN OVERHEAD CROSSING, AT BRIDGE NO. 42, IN THE TOP OF THE EAST
 GZ0041'END OF THE NORTH ABUTMENT, 7 FEET EAST OF THE EAST RAIL, AND
 GZ0041'ABOUT 1 FOOT LOWER THAN THE TRACK.  STANDARD DISK IN DRILL HOLE
 GZ0041'IN BRIDGE, STAMPED D 39 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0239 ***********************************************************************
 HB0239  DESIGNATION -  D 390
 HB0239  PID         -  HB0239
 HB0239  STATE/COUNTY-  KY/MARSHALL
 HB0239  USGS QUAD   -  CALVERT CITY (1993)
 HB0239
 HB0239                         *CURRENT SURVEY CONTROL
 HB0239  ___________________________________________________________________
 HB0239* NAD 83(1986)-  37 00 29.     (N)    088 17 49.     (W)     SCALED    
 HB0239* NAVD 88     -       105.882  (meters)     347.38   (feet)  ADJUSTED  
 HB0239  ___________________________________________________________________
 HB0239  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 HB0239  DYNAMIC HT  -         105.803 (meters)     347.12  (feet)  COMP
 HB0239  MODELED GRAV-     979,882.2   (mgal)                       NAVD 88
 HB0239
 HB0239  VERT ORDER  -  FIRST     CLASS I
 HB0239
 HB0239.This mark is at Gilbertsville Airport (M34)
 HB0239
 HB0239.The horizontal coordinates were scaled from a topographic map and have
 HB0239.an estimated accuracy of +/- 6 seconds.
 HB0239
 HB0239.The orthometric height was determined by differential leveling
 HB0239.and adjusted by the National Geodetic Survey in June 1991..
 HB0239
 HB0239.The geoid height was determined by GEOID03.
 HB0239
 HB0239.The dynamic height is computed by dividing the NAVD 88
 HB0239.geopotential number by the normal gravity value computed on the
 HB0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0239.degrees latitude (g = 980.6199 gals.).
 HB0239
 HB0239.The modeled gravity was interpolated from observed gravity values.
 HB0239
 HB0239;                    North         East    Units  Estimated Accuracy
 HB0239;SPC KY1Z     - 1,077,980.    1,273,340.      MT  (+/- 180 meters Scaled)
 HB0239
 HB0239                          SUPERSEDED SURVEY CONTROL
 HB0239
 HB0239  NGVD 29 (??/??/??)  105.946  (m)          347.59   (f) ADJUSTED    1 1
 HB0239
 HB0239.Superseded values are not recommended for survey control.
 HB0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0239.See file dsdata.txt to determine how the superseded data were derived.
 HB0239
 HB0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF846965(NAD 83)
 HB0239_MARKER: DB = BENCH MARK DISK
 HB0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0239_STAMPING: D 390 1968
 HB0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0239+STABILITY: SURFACE MOTION
 HB0239
 HB0239  HISTORY     - Date     Condition        Report By
 HB0239  HISTORY     - 1968     MONUMENTED       CGS
 HB0239  HISTORY     - 1971     GOOD             NGS
 HB0239
 HB0239                          STATION DESCRIPTION
 HB0239
 HB0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0239'2.4 MI W FROM KENTUCKY DAM.
 HB0239'ABOUT 1.15 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0239'THE NAVIGATION LOCK AT KENTUCKY DAM, THENCE 0.5 MILE SOUTHWEST
 HB0239'ALONG STATE HIGHWAY 282, THENCE 0.75 MILE WEST ALONG A PAVED
 HB0239'AND GRAVELED ROAD, AT THE KENTUCKY DAM VILLAGE STATE PARK AIRPORT,
 HB0239'NEAR THE CENTER OF A TRAFFIC CIRCLE, 38 FEET SOUTHWEST OF THE
 HB0239'CENTERLINE OF THE PAVED ROAD, 66.2 FEET SOUTH OF THE WEST CORNER
 HB0239'OF THE AIRPORT TERMINAL BUILDING, 7 FEET NORTHEAST OF A 10-INCH
 HB0239'HARDWOOD TREE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 HB0239'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE
 HB0239'OF THE GROUND.
 HB0239
 HB0239                          STATION RECOVERY (1971)
 HB0239
 HB0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HB0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0182 ***********************************************************************
 HB0182  DESIGNATION -  D 391
 HB0182  PID         -  HB0182
 HB0182  STATE/COUNTY-  KY/LYON
 HB0182  USGS QUAD   -  EDDYVILLE (1973)
 HB0182
 HB0182                         *CURRENT SURVEY CONTROL
 HB0182  ___________________________________________________________________
 HB0182* NAD 83(1986)-  37 05 58.     (N)    088 03 45.     (W)     SCALED    
 HB0182* NAVD 88     -       168.892  (meters)     554.11   (feet)  ADJUSTED  
 HB0182  ___________________________________________________________________
 HB0182  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HB0182  DYNAMIC HT  -         168.765 (meters)     553.69  (feet)  COMP
 HB0182  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 HB0182
 HB0182  VERT ORDER  -  FIRST     CLASS I
 HB0182
 HB0182.The horizontal coordinates were scaled from a topographic map and have
 HB0182.an estimated accuracy of +/- 6 seconds.
 HB0182
 HB0182.The orthometric height was determined by differential leveling
 HB0182.and adjusted by the National Geodetic Survey in June 1991..
 HB0182
 HB0182.The geoid height was determined by GEOID03.
 HB0182
 HB0182.The dynamic height is computed by dividing the NAVD 88
 HB0182.geopotential number by the normal gravity value computed on the
 HB0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0182.degrees latitude (g = 980.6199 gals.).
 HB0182
 HB0182.The modeled gravity was interpolated from observed gravity values.
 HB0182
 HB0182;                    North         East    Units  Estimated Accuracy
 HB0182;SPC KY1Z     - 1,087,570.    1,294,450.      MT  (+/- 180 meters Scaled)
 HB0182
 HB0182                          SUPERSEDED SURVEY CONTROL
 HB0182
 HB0182  NGVD 29 (??/??/??)  168.955  (m)          554.31   (f) ADJUSTED    1 1
 HB0182
 HB0182.Superseded values are not recommended for survey control.
 HB0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0182.See file dsdata.txt to determine how the superseded data were derived.
 HB0182
 HB0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG055064(NAD 83)
 HB0182_MARKER: DB = BENCH MARK DISK
 HB0182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB0182_SP_SET: 14 FEET
 HB0182_STAMPING: D 391 1968
 HB0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0182
 HB0182  HISTORY     - Date     Condition        Report By
 HB0182  HISTORY     - 1968     MONUMENTED       CGS
 HB0182
 HB0182                          STATION DESCRIPTION
 HB0182
 HB0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0182'1.6 MI NE FROM EDDYVILLE.
 HB0182'ABOUT 0.1 MILE SOUTHEAST ALONG EAST MAIN STREET FROM THE POST
 HB0182'OFFICE AT EDDYVILLE, THENCE 1.35 MILES NORTHEAST ALONG U.S.
 HB0182'HIGHWAYS 62 AND 641, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY 62,
 HB0182'56 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2 1/2 FEET
 HB0182'NORTHEAST OF A 38-INCH FORKED OAK TREE, 7 FEET SOUTHWEST OF THE
 HB0182'CENTER OF A WOODEN GATE, 1 U/2 FEET SOUTHEAST OF A WOODEN FENCE,
 HB0182'1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 HB0182'LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 HB0182'ROD THAT IS DRIVEN TO A DEPTH OF 14 FEET AND IS ENCASED IN A
 HB0182'6-INCH CAST IRON PIPE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1232 ***********************************************************************
 GC1232  DESIGNATION -  D 392
 GC1232  PID         -  GC1232
 GC1232  STATE/COUNTY-  KY/CHRISTIAN
 GC1232  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1232
 GC1232                         *CURRENT SURVEY CONTROL
 GC1232  ___________________________________________________________________
 GC1232* NAD 83(1986)-  36 51 42.     (N)    087 26 23.     (W)     SCALED    
 GC1232* NAVD 88     -       171.992  (meters)     564.28   (feet)  ADJUSTED  
 GC1232  ___________________________________________________________________
 GC1232  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC1232  DYNAMIC HT  -         171.856 (meters)     563.83  (feet)  COMP
 GC1232  MODELED GRAV-     979,837.6   (mgal)                       NAVD 88
 GC1232
 GC1232  VERT ORDER  -  FIRST     CLASS I
 GC1232
 GC1232.The horizontal coordinates were scaled from a topographic map and have
 GC1232.an estimated accuracy of +/- 6 seconds.
 GC1232
 GC1232.The orthometric height was determined by differential leveling
 GC1232.and adjusted by the National Geodetic Survey in June 1991..
 GC1232
 GC1232.The geoid height was determined by GEOID03.
 GC1232
 GC1232.The dynamic height is computed by dividing the NAVD 88
 GC1232.geopotential number by the normal gravity value computed on the
 GC1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1232.degrees latitude (g = 980.6199 gals.).
 GC1232
 GC1232.The modeled gravity was interpolated from observed gravity values.
 GC1232
 GC1232;                    North         East    Units  Estimated Accuracy
 GC1232;SPC KY1Z     - 1,060,000.    1,349,320.      MT  (+/- 180 meters Scaled)
 GC1232
 GC1232                          SUPERSEDED SURVEY CONTROL
 GC1232
 GC1232  NGVD 29 (??/??/92)  172.061  (m)          564.50   (f) ADJ UNCH    1 1
 GC1232
 GC1232.Superseded values are not recommended for survey control.
 GC1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1232.See file dsdata.txt to determine how the superseded data were derived.
 GC1232
 GC1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF608796(NAD 83)
 GC1232_MARKER: DB = BENCH MARK DISK
 GC1232_SETTING: 66 = SET IN ROCK OUTCROP
 GC1232_SP_SET: ROCK OUTCROP
 GC1232_STAMPING: D 392 1968
 GC1232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1232+STABILITY: POSITION/ELEVATION WELL
 GC1232
 GC1232  HISTORY     - Date     Condition        Report By
 GC1232  HISTORY     - 1968     MONUMENTED       CGS
 GC1232  HISTORY     - 20020702 POOR             KYDT
 GC1232
 GC1232                          STATION DESCRIPTION
 GC1232
 GC1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1232'3 MI E FROM HOPKINSVILLE.
 GC1232'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1232'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE EAST
 GC1232'ALONG EAST 9TH STREET WHICH IS U.S. HIGHWAYS 41 AND 68 AND
 GC1232'STATE HIGHWAY 80 AND 109, THENCE 2.25 MILES EAST ALONG U.S.
 GC1232'HIGHWAY 68 AND STATE HIGHWAY 80, 89 1/2 FEET SOUTH OF THE
 GC1232'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF A 2 X 9-FOOT
 GC1232'LIMESTONE OUTCROP WHICH PROJECTS 1/2 FOOT, 208 FEET NORTHEAST
 GC1232'OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 50 FEET WEST OF A
 GC1232'FENCE, 48 FEET NORTH OF A CONCRETE SILO, 22 FEET NORTHWEST OF A
 GC1232'38-INCH CATALPA TREE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GC1232'HIGHWAY.
 GC1232
 GC1232                          STATION RECOVERY (2002)
 GC1232
 GC1232'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GC1232'CEMENT AROUND DISK HAS EITHER DETERIORATED OR BEEN PICKED AWAY, MARK
 GC1232'STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1001 ***********************************************************************
 GC1001  DESIGNATION -  D 393 RESET 1974
 GC1001  PID         -  GC1001
 GC1001  STATE/COUNTY-  KY/LOGAN
 GC1001  USGS QUAD   -  RUSSELLVILLE (1983)
 GC1001
 GC1001                         *CURRENT SURVEY CONTROL
 GC1001  ___________________________________________________________________
 GC1001* NAD 83(1986)-  36 49 25.     (N)    086 59 43.     (W)     SCALED    
 GC1001* NAVD 88     -       180.19   (+/-2cm)     591.2    (feet)  VERTCON   
 GC1001  ___________________________________________________________________
 GC1001  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GC1001
 GC1001  VERT ORDER  -  THIRD (See Below)
 GC1001
 GC1001.The horizontal coordinates were scaled from a topographic map and have
 GC1001.an estimated accuracy of +/- 6 seconds.
 GC1001
 GC1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC1001.The vertical order pertains to the NGVD 29 superseded value.
 GC1001
 GC1001.The geoid height was determined by GEOID03.
 GC1001
 GC1001;                    North         East    Units  Estimated Accuracy
 GC1001;SPC KY1Z     - 1,055,160.    1,388,900.      MT  (+/- 180 meters Scaled)
 GC1001
 GC1001                          SUPERSEDED SURVEY CONTROL
 GC1001
 GC1001  NGVD 29 (??/??/??)  180.27   (m)          591.4    (f) RESET       3  
 GC1001
 GC1001.Superseded values are not recommended for survey control.
 GC1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1001.See file dsdata.txt to determine how the superseded data were derived.
 GC1001
 GC1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF004753(NAD 83)
 GC1001_MARKER: DB = BENCH MARK DISK
 GC1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1001_STAMPING: D 393 RESET 1974
 GC1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1001+STABILITY: SURFACE MOTION
 GC1001
 GC1001  HISTORY     - Date     Condition        Report By
 GC1001  HISTORY     - 1974     MONUMENTED       NGS
 GC1001  HISTORY     - 19950913 POOR             KYDT
 GC1001
 GC1001                          STATION DESCRIPTION
 GC1001
 GC1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GC1001'5.8 MI W FROM RUSSELLVILLE.
 GC1001'5.85 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE L AND N RAILROAD
 GC1001'STATION AT RUSSELLVILLE, 37 FEET NORTH OF THE CENTERLINE OF THE
 GC1001'HIGHWAY, 9 FEET WEST OF THE CENTERLINE OF A FIELD ENTRANCE,
 GC1001'2 FEET SOUTHWEST OF THE WEST GATE POST OF THE FIELD ENTRANCE,
 GC1001'1 FOOT SOUTH OF A FENCE AND A METAL WITNESS POST AND SET IN THE
 GC1001'TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.
 GC1001
 GC1001                          STATION RECOVERY (1995)
 GC1001
 GC1001'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC1001'FOUND POST HAVING BEEN HIT, MOWING MACHINE POSSIBLY, DISK IS GONE,
 GC1001'ONLY STEM REMAINS, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0434 ***********************************************************************
 GD0434  DESIGNATION -  D 394
 GD0434  PID         -  GD0434
 GD0434  STATE/COUNTY-  KY/HICKMAN
 GD0434  USGS QUAD   -  CLINTON (1981)
 GD0434
 GD0434                         *CURRENT SURVEY CONTROL
 GD0434  ___________________________________________________________________
 GD0434* NAD 83(1986)-  36 44 07.     (N)    088 59 58.     (W)     SCALED    
 GD0434* NAVD 88     -       115.912  (meters)     380.29   (feet)  ADJUSTED  
 GD0434  ___________________________________________________________________
 GD0434  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GD0434  DYNAMIC HT  -         115.822 (meters)     379.99  (feet)  COMP
 GD0434  MODELED GRAV-     979,854.9   (mgal)                       NAVD 88
 GD0434
 GD0434  VERT ORDER  -  FIRST     CLASS I
 GD0434
 GD0434.The horizontal coordinates were scaled from a topographic map and have
 GD0434.an estimated accuracy of +/- 6 seconds.
 GD0434
 GD0434.The orthometric height was determined by differential leveling
 GD0434.and adjusted by the National Geodetic Survey in June 1991..
 GD0434
 GD0434.The geoid height was determined by GEOID03.
 GD0434
 GD0434.The dynamic height is computed by dividing the NAVD 88
 GD0434.geopotential number by the normal gravity value computed on the
 GD0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0434.degrees latitude (g = 980.6199 gals.).
 GD0434
 GD0434.The modeled gravity was interpolated from observed gravity values.
 GD0434
 GD0434;                    North         East    Units  Estimated Accuracy
 GD0434;SPC KY1Z     - 1,049,660.    1,209,790.      MT  (+/- 180 meters Scaled)
 GD0434
 GD0434                          SUPERSEDED SURVEY CONTROL
 GD0434
 GD0434  NGVD 29 (??/??/??)  115.821  (m)          379.99   (f) ADJUSTED    1 1
 GD0434
 GD0434.Superseded values are not recommended for survey control.
 GD0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0434.See file dsdata.txt to determine how the superseded data were derived.
 GD0434
 GD0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF214673(NAD 83)
 GD0434_MARKER: DB = BENCH MARK DISK
 GD0434_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0434_SP_SET: 47 FEET
 GD0434_STAMPING: D 394 1974
 GD0434_MARK LOGO: NGS   
 GD0434_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0434+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 GD0434
 GD0434  HISTORY     - Date     Condition        Report By
 GD0434  HISTORY     - 1974     MONUMENTED       NGS
 GD0434  HISTORY     - 20000601 GOOD             USE
 GD0434  HISTORY     - 20020816 GOOD             USACE
 GD0434
 GD0434                          STATION DESCRIPTION
 GD0434
 GD0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0434'3.7 MI S FROM ARLINGTON.
 GD0434'ABOUT 3.7 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE INTERSECTION
 GD0434'WITH STATE HIGHWAY 80 AT ARLINGTON, AT A ROADSIDE PARK LOCATED
 GD0434'IN A Y WHICH IS FORMED BY THE JUNCTION OF STATE HIGHWAY 288
 GD0434'LEADING EAST, 109 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 GD0434'51, 56.6 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST ARM
 GD0434'OF Y, 39.7 FEET NORTH OF THE CENTER LINE OF THE SOUTHEAST ARM
 GD0434'OF Y, 70 FEET EAST OF THE EAST CORNER OF CONCRETE FLOOR FOR A
 GD0434'PICNIC TABLE, 4.7 FEET EAST OF A 10-INCH MAPLE TREE, 6 FEET WEST
 GD0434'OF A 4-INCH MAPLE TREE, ABOUT 8 FEET ABOVE HIGHWAY AND ON TOP OF
 GD0434'A COPPER COATED STEEL ROD, 1-INCH BELOW GROUND AND PROTECTED
 GD0434'BY A 4-INCH IRON PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN
 GD0434'TO REFUSAL DEPTH OF 47 FEET.
 GD0434
 GD0434                          STATION RECOVERY (2000)
 GD0434
 GD0434'RECOVERY NOTE BY US ENGINEERS 2000 (DLB)
 GD0434'WILL PROBABLY HOLD POSITION AND ELEVATION WELL.  FULL DESCRIPTION IN
 GD0434'DATABASE.  ROD DEPTH- 47 FT (14.3 M) SLEEVE DEPTH- 10 FT (3.0 M) .
 GD0434'MONUMENT IS FLUSH.  MARK IS SUITABLE FOR GPS USE.
 GD0434
 GD0434                          STATION RECOVERY (2002)
 GD0434
 GD0434'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1199 ***********************************************************************
 HZ1199  DESIGNATION -  D 4
 HZ1199  PID         -  HZ1199
 HZ1199  STATE/COUNTY-  KY/SHELBY
 HZ1199  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1199
 HZ1199                         *CURRENT SURVEY CONTROL
 HZ1199  ___________________________________________________________________
 HZ1199* NAD 83(1986)-  38 09 13.     (N)    085 18 42.     (W)     SCALED    
 HZ1199* NAVD 88     -       227.829  (meters)     747.47   (feet)  ADJUSTED  
 HZ1199  ___________________________________________________________________
 HZ1199  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ1199  DYNAMIC HT  -         227.667 (meters)     746.94  (feet)  COMP
 HZ1199  MODELED GRAV-     979,911.0   (mgal)                       NAVD 88
 HZ1199
 HZ1199  VERT ORDER  -  SECOND    CLASS 0
 HZ1199
 HZ1199.The horizontal coordinates were scaled from a topographic map and have
 HZ1199.an estimated accuracy of +/- 6 seconds.
 HZ1199
 HZ1199.The orthometric height was determined by differential leveling
 HZ1199.and adjusted by the National Geodetic Survey in June 1991..
 HZ1199
 HZ1199.The geoid height was determined by GEOID03.
 HZ1199
 HZ1199.The dynamic height is computed by dividing the NAVD 88
 HZ1199.geopotential number by the normal gravity value computed on the
 HZ1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1199.degrees latitude (g = 980.6199 gals.).
 HZ1199
 HZ1199.The modeled gravity was interpolated from observed gravity values.
 HZ1199
 HZ1199;                    North         East    Units  Estimated Accuracy
 HZ1199;SPC KY1Z     - 1,202,110.    1,538,420.      MT  (+/- 180 meters Scaled)
 HZ1199
 HZ1199                          SUPERSEDED SURVEY CONTROL
 HZ1199
 HZ1199  NGVD 29 (??/??/92)  227.983  (m)          747.97   (f) ADJ UNCH    2 0
 HZ1199
 HZ1199.Superseded values are not recommended for survey control.
 HZ1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1199.See file dsdata.txt to determine how the superseded data were derived.
 HZ1199
 HZ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH479242(NAD 83)
 HZ1199_MARKER: DD = SURVEY DISK
 HZ1199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1199_SP_SET: CULVERT
 HZ1199_STAMPING: D 4 1923 KY
 HZ1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1199
 HZ1199  HISTORY     - Date     Condition        Report By
 HZ1199  HISTORY     - 1923     MONUMENTED       USGS
 HZ1199  HISTORY     - 1935     GOOD             NGS
 HZ1199
 HZ1199                          STATION DESCRIPTION
 HZ1199
 HZ1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HZ1199'AT FINCHVILLE.
 HZ1199'AT FINCHVILLE, SHELBY COUNTY, 75 YARDS NORTH OF THE LOUISVILLE
 HZ1199'AND NASHVILLE RAILROAD STATION, 20.6 FEET WEST OF THE WEST
 HZ1199'RAIL OF THE MAIN TRACK, AT A STONE BOX CULVERT, AND IN THE TOP
 HZ1199'OF THE NORTH END OF THE WEST HEADWALL.  A UNITED STATES GEOLOGICAL
 HZ1199'SURVEY STANDARD DISK, STAMPED D 4 1923 KY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0840 ***********************************************************************
 HA0840  DESIGNATION -  D 40
 HA0840  PID         -  HA0840
 HA0840  STATE/COUNTY-  KY/WEBSTER
 HA0840  USGS QUAD   -  PROVIDENCE (1954)
 HA0840
 HA0840                         *CURRENT SURVEY CONTROL
 HA0840  ___________________________________________________________________
 HA0840* NAD 83(1986)-  37 29 23.     (N)    087 51 45.     (W)     SCALED    
 HA0840* NAVD 88     -       113.311  (meters)     371.75   (feet)  ADJUSTED  
 HA0840  ___________________________________________________________________
 HA0840  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 HA0840  DYNAMIC HT  -         113.229 (meters)     371.49  (feet)  COMP
 HA0840  MODELED GRAV-     979,906.6   (mgal)                       NAVD 88
 HA0840
 HA0840  VERT ORDER  -  SECOND    CLASS 0
 HA0840
 HA0840.The horizontal coordinates were scaled from a topographic map and have
 HA0840.an estimated accuracy of +/- 6 seconds.
 HA0840
 HA0840.The orthometric height was determined by differential leveling
 HA0840.and adjusted by the National Geodetic Survey in June 1991..
 HA0840
 HA0840.The geoid height was determined by GEOID03.
 HA0840
 HA0840.The dynamic height is computed by dividing the NAVD 88
 HA0840.geopotential number by the normal gravity value computed on the
 HA0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0840.degrees latitude (g = 980.6199 gals.).
 HA0840
 HA0840.The modeled gravity was interpolated from observed gravity values.
 HA0840
 HA0840;                    North         East    Units  Estimated Accuracy
 HA0840;SPC KY1Z     - 1,130,450.    1,313,210.      MT  (+/- 180 meters Scaled)
 HA0840
 HA0840                          SUPERSEDED SURVEY CONTROL
 HA0840
 HA0840  NGVD 29 (??/??/92)  113.406  (m)          372.07   (f) ADJ UNCH    2 0
 HA0840
 HA0840.Superseded values are not recommended for survey control.
 HA0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0840.See file dsdata.txt to determine how the superseded data were derived.
 HA0840
 HA0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG237495(NAD 83)
 HA0840_MARKER: DB = BENCH MARK DISK
 HA0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0840_STAMPING: D 40 1934
 HA0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0840+STABILITY: SURFACE MOTION
 HA0840
 HA0840  HISTORY     - Date     Condition        Report By
 HA0840  HISTORY     - 1934     MONUMENTED       CGS
 HA0840  HISTORY     - 1935     GOOD             NGS
 HA0840
 HA0840                          STATION DESCRIPTION
 HA0840
 HA0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0840'AT WHEATCROFT.
 HA0840'AT WHEATCROFT, WEBSTER COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 HA0840'IN THE SOUTHWEST ANGLE OF THE FIRST ROAD CROSSING EAST OF THE
 HA0840'STATION, 77.8 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 HA0840'85, 26 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 11.5 FEET SOUTH
 HA0840'OF THE SOUTH RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 HA0840'D 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2064 ***********************************************************************
 GC2064  DESIGNATION -  D 400
 GC2064  PID         -  GC2064
 GC2064  STATE/COUNTY-  KY/LOGAN
 GC2064  USGS QUAD   -  RUSSELLVILLE (1983)
 GC2064
 GC2064                         *CURRENT SURVEY CONTROL
 GC2064  ___________________________________________________________________
 GC2064* NAD 83(1986)-  36 50 44.     (N)    086 53 15.     (W)     SCALED    
 GC2064* NAVD 88     -       180.473  (meters)     592.10   (feet)  ADJUSTED  
 GC2064  ___________________________________________________________________
 GC2064  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GC2064  DYNAMIC HT  -         180.331 (meters)     591.64  (feet)  COMP
 GC2064  MODELED GRAV-     979,843.4   (mgal)                       NAVD 88
 GC2064
 GC2064  VERT ORDER  -  FIRST     CLASS II
 GC2064
 GC2064.The horizontal coordinates were scaled from a topographic map and have
 GC2064.an estimated accuracy of +/- 6 seconds.
 GC2064
 GC2064.The orthometric height was determined by differential leveling
 GC2064.and adjusted by the National Geodetic Survey in June 1991..
 GC2064
 GC2064.The geoid height was determined by GEOID03.
 GC2064
 GC2064.The dynamic height is computed by dividing the NAVD 88
 GC2064.geopotential number by the normal gravity value computed on the
 GC2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2064.degrees latitude (g = 980.6199 gals.).
 GC2064
 GC2064.The modeled gravity was interpolated from observed gravity values.
 GC2064
 GC2064;                    North         East    Units  Estimated Accuracy
 GC2064;SPC KY1Z     - 1,057,470.    1,398,540.      MT  (+/- 180 meters Scaled)
 GC2064
 GC2064                          SUPERSEDED SURVEY CONTROL
 GC2064
 GC2064.No superseded survey control is available for this station.
 GC2064
 GC2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF100777(NAD 83)
 GC2064_MARKER: I = METAL ROD
 GC2064_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GC2064_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GC2064_STAMPING: D 400 1984
 GC2064_MARK LOGO: NGS   
 GC2064_PROJECTION: RECESSED 4 CENTIMETERS
 GC2064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2064+STABILITY: POSITION/ELEVATION WELL
 GC2064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC2064+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 GC2064_ROD/PIPE-DEPTH: 3.96 meters
 GC2064_SLEEVE-DEPTH  : 1.52 meters
 GC2064
 GC2064  HISTORY     - Date     Condition        Report By
 GC2064  HISTORY     - 1984     MONUMENTED       NGS
 GC2064  HISTORY     - 19950913 GOOD             KYDT
 GC2064
 GC2064                          STATION DESCRIPTION
 GC2064
 GC2064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2064'IN RUSSELLVILLE.
 GC2064'IN RUSSELLVILLE, SET IN THE TOWN SQUARE PARK AND ON THE EAST SIDE BY A
 GC2064'LARGE MONUMENT FOR THE CONFEDERATE SOLDIERS AND CAMP CALDWELL U.C.V.
 GC2064'139, 14.32 METERS (47.0 FT) NORTH-NORTHWEST OF THE FLAGPOLE,
 GC2064'5.55 METERS (18.2 FT) NORTH OF THE NORTH EDGE OF A BRICK SIDEWALK
 GC2064'THROUGH THE PARK, 5.63 METERS (18.5 FT) EAST-NORTHEAST OF THE
 GC2064'SOUTHEAST CORNER OF THE MONUMENT, 2.74 METERS (9.0 FT) NORTH OF THE
 GC2064'NORTHEAST CORNER OF THE RUSSELLVILLE SITE OF THE SOVEREIGNTY
 GC2064'CONVENTION MONUMENT, 7.25 METERS (23.8 FT) WEST OF THE EAST CURB OF
 GC2064'THE PARK, AND 8.90 METERS (29.2 FT) NORTH-NORTHEAST OF A FIRE HYDRANT
 GC2064'BY THE BRICK SIDEWALK.  NOTE, USED THE DRILL RIG TO DRILL INTO THE
 GC2064'ROCK 2.13 METERS (7.0 FT), THEN DROVE THE ROD ABOUT 0.3 METER (1.0 FT)
 GC2064'DEEPER AND THEN POURED CEMENT IN THE HOLE AND CEMENTED THE ROD TO THE
 GC2064'ROCK.
 GC2064'THE MARK IS ABOVE LEVEL WITH STREETS.
 GC2064
 GC2064                          STATION RECOVERY (1995)
 GC2064
 GC2064'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC2064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2174 ***********************************************************************
 HY2174  DESIGNATION -  D 402
 HY2174  PID         -  HY2174
 HY2174  STATE/COUNTY-  KY/GREENUP
 HY2174  USGS QUAD   -  GREENUP (1985)
 HY2174
 HY2174                         *CURRENT SURVEY CONTROL
 HY2174  ___________________________________________________________________
 HY2174* NAD 83(1986)-  38 34 10.     (N)    082 49 31.     (W)     SCALED    
 HY2174* NAVD 88     -       164.185  (meters)     538.66   (feet)  ADJUSTED  
 HY2174  ___________________________________________________________________
 HY2174  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HY2174  DYNAMIC HT  -         164.080 (meters)     538.32  (feet)  COMP
 HY2174  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 HY2174
 HY2174  VERT ORDER  -  FIRST     CLASS II
 HY2174
 HY2174.The horizontal coordinates were scaled from a topographic map and have
 HY2174.an estimated accuracy of +/- 6 seconds.
 HY2174
 HY2174.The orthometric height was determined by differential leveling
 HY2174.and adjusted by the National Geodetic Survey in June 1991..
 HY2174
 HY2174.The geoid height was determined by GEOID03.
 HY2174
 HY2174.The dynamic height is computed by dividing the NAVD 88
 HY2174.geopotential number by the normal gravity value computed on the
 HY2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2174.degrees latitude (g = 980.6199 gals.).
 HY2174
 HY2174.The modeled gravity was interpolated from observed gravity values.
 HY2174
 HY2174;                    North         East    Units  Estimated Accuracy
 HY2174;SPC KY1Z     - 1,252,170.    1,754,840.      MT  (+/- 180 meters Scaled)
 HY2174
 HY2174                          SUPERSEDED SURVEY CONTROL
 HY2174
 HY2174.No superseded survey control is available for this station.
 HY2174
 HY2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC409705(NAD 83)
 HY2174_MARKER: I = METAL ROD
 HY2174_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HY2174_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HY2174_STAMPING: D 402 1984
 HY2174_MARK LOGO: NGS   
 HY2174_PROJECTION: FLUSH
 HY2174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2174+STABILITY: POSITION/ELEVATION WELL
 HY2174_ROD/PIPE-DEPTH: 14.1 meters
 HY2174_SLEEVE-DEPTH  : 6.1 meters
 HY2174
 HY2174  HISTORY     - Date     Condition        Report By
 HY2174  HISTORY     - 1984     MONUMENTED       NGS
 HY2174
 HY2174                          STATION DESCRIPTION
 HY2174
 HY2174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2174'IN GREENUP.
 HY2174'IN GREENUP, ALONG MAIN STREET, ON THE PROPERTY OF THE GREENUP
 HY2174'ELEMENTARY SCHOOL, 28.04 METERS (92.0 FT) NORTHEAST OF THE CENTERLINE
 HY2174'OF THE HIGHWAY, 0.98 METER (3.2 FT) WEST OF THE WEST CORNER OF THE
 HY2174'SCHOOL.
 HY2174'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2647 ***********************************************************************
 GZ2647  DESIGNATION -  D 403
 GZ2647  PID         -  GZ2647
 GZ2647  STATE/COUNTY-  KY/LINCOLN
 GZ2647  USGS QUAD   -  STANFORD (1979)
 GZ2647
 GZ2647                         *CURRENT SURVEY CONTROL
 GZ2647  ___________________________________________________________________
 GZ2647* NAD 83(1986)-  37 32 46.     (N)    084 40 15.     (W)     SCALED    
 GZ2647* NAVD 88     -       308.991  (meters)    1013.75   (feet)  ADJUSTED  
 GZ2647  ___________________________________________________________________
 GZ2647  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GZ2647  DYNAMIC HT  -         308.753 (meters)    1012.97  (feet)  COMP
 GZ2647  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 GZ2647
 GZ2647  VERT ORDER  -  FIRST     CLASS II
 GZ2647
 GZ2647.The horizontal coordinates were scaled from a topographic map and have
 GZ2647.an estimated accuracy of +/- 6 seconds.
 GZ2647
 GZ2647.The orthometric height was determined by differential leveling
 GZ2647.and adjusted by the National Geodetic Survey in June 1991..
 GZ2647
 GZ2647.The geoid height was determined by GEOID03.
 GZ2647
 GZ2647.The dynamic height is computed by dividing the NAVD 88
 GZ2647.geopotential number by the normal gravity value computed on the
 GZ2647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2647.degrees latitude (g = 980.6199 gals.).
 GZ2647
 GZ2647.The modeled gravity was interpolated from observed gravity values.
 GZ2647
 GZ2647;                    North         East    Units  Estimated Accuracy
 GZ2647;SPC KY1Z     - 1,135,150.    1,595,360.      MT  (+/- 180 meters Scaled)
 GZ2647
 GZ2647                          SUPERSEDED SURVEY CONTROL
 GZ2647
 GZ2647.No superseded survey control is available for this station.
 GZ2647
 GZ2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG057580(NAD 83)
 GZ2647_MARKER: I = METAL ROD
 GZ2647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GZ2647_SP_SET: STAINLESS STEEL ROD
 GZ2647_STAMPING: D 403 1985
 GZ2647_MARK LOGO: NGS   
 GZ2647_PROJECTION: FLUSH
 GZ2647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2647_ROD/PIPE-DEPTH: 4.9  meters
 GZ2647
 GZ2647  HISTORY     - Date     Condition        Report By
 GZ2647  HISTORY     - 1985     MONUMENTED       NGS
 GZ2647
 GZ2647                          STATION DESCRIPTION
 GZ2647
 GZ2647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2647'1.8 KM (1.1 MI) NW FROM STANFORD.
 GZ2647'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE JUNCTION OF
 GZ2647'U. S. HIGHWAY 27 IN STANFORD TO THE MARK ON THE LEFT, AT THE JUNCTION
 GZ2647'OF U.S. HIGHWAY 150 BUSINESS, AND AT THE NORTH CORNER OF THE PROPERTY
 GZ2647'OF THE STANFORD MONUMENT COMPANY.  IT IS 34.13 METERS (112.0 FT)
 GZ2647'SOUTHWEST OF THE SOUTHEAST BOUND LANE OF U.S. HIGHWAY 150, 9.18 METERS
 GZ2647'(32.2 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 150 BUSINESS AND 0.45
 GZ2647'METER (1.5 FT) EAST OF A POWER POLE WITH A SECURITY LIGHT AND 3 GUY
 GZ2647'WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GZ2647'THE MARK IS 0.50 METERS  E FROM  A WITNESS POST
 GZ2647'THE MARK IS ABOVE LEVEL WITH HIGHWAY 150 BUSINESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1265 ***********************************************************************
 HA1265  DESIGNATION -  D 405
 HA1265  PID         -  HA1265
 HA1265  STATE/COUNTY-  KY/UNION
 HA1265  USGS QUAD   -  STURGIS (1969)
 HA1265
 HA1265                         *CURRENT SURVEY CONTROL
 HA1265  ___________________________________________________________________
 HA1265* NAD 83(1986)-  37 36 37.     (N)    087 57 09.     (W)     SCALED    
 HA1265* NAVD 88     -       132.056  (meters)     433.25   (feet)  ADJUSTED  
 HA1265  ___________________________________________________________________
 HA1265  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HA1265  DYNAMIC HT  -         131.962 (meters)     432.95  (feet)  COMP
 HA1265  MODELED GRAV-     979,920.9   (mgal)                       NAVD 88
 HA1265
 HA1265  VERT ORDER  -  FIRST     CLASS II
 HA1265
 HA1265.The horizontal coordinates were scaled from a topographic map and have
 HA1265.an estimated accuracy of +/- 6 seconds.
 HA1265
 HA1265.The orthometric height was determined by differential leveling
 HA1265.and adjusted by the National Geodetic Survey in June 1991..
 HA1265
 HA1265.The geoid height was determined by GEOID03.
 HA1265
 HA1265.The dynamic height is computed by dividing the NAVD 88
 HA1265.geopotential number by the normal gravity value computed on the
 HA1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1265.degrees latitude (g = 980.6199 gals.).
 HA1265
 HA1265.The modeled gravity was interpolated from observed gravity values.
 HA1265
 HA1265;                    North         East    Units  Estimated Accuracy
 HA1265;SPC KY1Z     - 1,144,010.    1,305,560.      MT  (+/- 180 meters Scaled)
 HA1265
 HA1265                          SUPERSEDED SURVEY CONTROL
 HA1265
 HA1265.No superseded survey control is available for this station.
 HA1265
 HA1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG159630(NAD 83)
 HA1265_MARKER: I = METAL ROD
 HA1265_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1265_SP_SET: STAINLESS STEEL ROD
 HA1265_STAMPING: D 405 1986
 HA1265_MARK LOGO: NGS   
 HA1265_PROJECTION: FLUSH
 HA1265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1265+STABILITY: POSITION/ELEVATION WELL
 HA1265_ROD/PIPE-DEPTH: 4.9  meters
 HA1265
 HA1265  HISTORY     - Date     Condition        Report By
 HA1265  HISTORY     - 1986     MONUMENTED       NGS
 HA1265
 HA1265                          STATION DESCRIPTION
 HA1265
 HA1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1265'7.8 KM (4.85 MI) NE FROM STURGIS.
 HA1265'7.8 KM (4.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HA1265'WITH STATE HIGHWAY 109 IN STURGIS, 18.9 M (62.0 FT) WEST OF THE
 HA1265'CENTERLINE OF THE HIGHWAY, 9.8 M (32.2 FT) NORTHWEST OF A FENCE
 HA1265'CORNER, AND 8.5 M (27.9 FT) SOUTHWEST OF THE CENTER OF MCFALL ROAD.
 HA1265'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1265'THE MARK IS 0.3 METERS  NE FROM  A WITHESS POST AND FENCE
 HA1265'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1298 ***********************************************************************
 HA1298  DESIGNATION -  D 406
 HA1298  PID         -  HA1298
 HA1298  STATE/COUNTY-  KY/HENDERSON
 HA1298  USGS QUAD   -  HENDERSON (1993)
 HA1298
 HA1298                         *CURRENT SURVEY CONTROL
 HA1298  ___________________________________________________________________
 HA1298* NAD 83(1986)-  37 51 26.     (N)    087 34 23.     (W)     SCALED    
 HA1298* NAVD 88     -       132.655  (meters)     435.22   (feet)  ADJUSTED  
 HA1298  ___________________________________________________________________
 HA1298  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HA1298  DYNAMIC HT  -         132.564 (meters)     434.92  (feet)  COMP
 HA1298  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HA1298
 HA1298  VERT ORDER  -  FIRST     CLASS II
 HA1298
 HA1298.The horizontal coordinates were scaled from a topographic map and have
 HA1298.an estimated accuracy of +/- 6 seconds.
 HA1298
 HA1298.The orthometric height was determined by differential leveling
 HA1298.and adjusted by the National Geodetic Survey in June 1991..
 HA1298
 HA1298.The geoid height was determined by GEOID03.
 HA1298
 HA1298.The dynamic height is computed by dividing the NAVD 88
 HA1298.geopotential number by the normal gravity value computed on the
 HA1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1298.degrees latitude (g = 980.6199 gals.).
 HA1298
 HA1298.The modeled gravity was interpolated from observed gravity values.
 HA1298
 HA1298;                    North         East    Units  Estimated Accuracy
 HA1298;SPC KY1Z     - 1,170,690.    1,339,590.      MT  (+/- 180 meters Scaled)
 HA1298
 HA1298                          SUPERSEDED SURVEY CONTROL
 HA1298
 HA1298.No superseded survey control is available for this station.
 HA1298
 HA1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG495901(NAD 83)
 HA1298_MARKER: DB = BENCH MARK DISK
 HA1298_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HA1298_SP_SET: PIER
 HA1298_STAMPING: D 406 1986
 HA1298_MARK LOGO: NGS   
 HA1298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1298+STABILITY: POSITION/ELEVATION WELL
 HA1298
 HA1298  HISTORY     - Date     Condition        Report By
 HA1298  HISTORY     - 1986     MONUMENTED       NGS
 HA1298
 HA1298                          STATION DESCRIPTION
 HA1298
 HA1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1298'IN HENDERSON.
 HA1298'IN HENDERSON, AT THE INTERSECTION OF U.S. HIGHWAYS 41 AND 60, SET
 HA1298'VERTICALLY IN THE MOST NORTHWESTERLY 1 OF 6 COLUMNS OF THE FIRST PIER
 HA1298'NORTHEAST OF THE SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY 60
 HA1298'OVERPASS OF HIGHWAY 41, 11.0 M (36.1 FT) SOUTHWEST OF THE CENTERLINE
 HA1298'OF THE SOUTH BOUND LANES OF U.S. HIGHWAY 41, AND 4.1 M (13.5 FT)
 HA1298'NORTHWEST OF THE CENTER OF THE SOUTHWEST BOUND LANES OF U.S. HIGHWAY
 HA1298'60.
 HA1298'THE MARK IS 0.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1421 ***********************************************************************
 HB1421  DESIGNATION -  D 407
 HB1421  PID         -  HB1421
 HB1421  STATE/COUNTY-  KY/CALDWELL
 HB1421  USGS QUAD   -  FREDONIA (1954)
 HB1421
 HB1421                         *CURRENT SURVEY CONTROL
 HB1421  ___________________________________________________________________
 HB1421* NAD 83(1986)-  37 12 33.     (N)    088 03 25.     (W)     SCALED    
 HB1421* NAVD 88     -       128.376  (meters)     421.18   (feet)  ADJUSTED  
 HB1421  ___________________________________________________________________
 HB1421  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HB1421  DYNAMIC HT  -         128.280 (meters)     420.87  (feet)  COMP
 HB1421  MODELED GRAV-     979,881.0   (mgal)                       NAVD 88
 HB1421
 HB1421  VERT ORDER  -  FIRST     CLASS II
 HB1421
 HB1421.The horizontal coordinates were scaled from a topographic map and have
 HB1421.an estimated accuracy of +/- 6 seconds.
 HB1421
 HB1421.The orthometric height was determined by differential leveling
 HB1421.and adjusted by the National Geodetic Survey in June 1991..
 HB1421
 HB1421.The geoid height was determined by GEOID03.
 HB1421
 HB1421.The dynamic height is computed by dividing the NAVD 88
 HB1421.geopotential number by the normal gravity value computed on the
 HB1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1421.degrees latitude (g = 980.6199 gals.).
 HB1421
 HB1421.The modeled gravity was interpolated from observed gravity values.
 HB1421
 HB1421;                    North         East    Units  Estimated Accuracy
 HB1421;SPC KY1Z     - 1,099,740.    1,295,250.      MT  (+/- 180 meters Scaled)
 HB1421
 HB1421                          SUPERSEDED SURVEY CONTROL
 HB1421
 HB1421.No superseded survey control is available for this station.
 HB1421
 HB1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG062185(NAD 83)
 HB1421_MARKER: I = METAL ROD
 HB1421_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HB1421+WITH SETTING: INFORMATION.
 HB1421_SP_SET: SHALLOW-SET METAL ROD
 HB1421_STAMPING: D 407 1986
 HB1421_MARK LOGO: NGS   
 HB1421_PROJECTION: RECESSED 1 CENTIMETERS
 HB1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1421_ROD/PIPE-DEPTH: 2.4  meters
 HB1421
 HB1421  HISTORY     - Date     Condition        Report By
 HB1421  HISTORY     - 1986     MONUMENTED       NGS
 HB1421
 HB1421                          STATION DESCRIPTION
 HB1421
 HB1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HB1421'IN FREDONIA.
 HB1421'IN FREDONIA, AT THE INTERSECTION OF U.S. HIGHWAY 641 AND GRAHAM
 HB1421'AVENUE, 38.2 M (125.3 FT) NORTHEAST OF THE CENTER OF THE AVENUE, 7.3 M
 HB1421'(24.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.1 M (3.6
 HB1421'FT) SOUTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 HB1421'THROUGH A 5-INCH LOGO CAP.
 HB1421'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1949 ***********************************************************************
 HZ1949  DESIGNATION -  D 408
 HZ1949  PID         -  HZ1949
 HZ1949  STATE/COUNTY-  KY/BOONE
 HZ1949  USGS QUAD   -  INDEPENDENCE (1981)
 HZ1949
 HZ1949                         *CURRENT SURVEY CONTROL
 HZ1949  ___________________________________________________________________
 HZ1949* NAD 83(1986)-  38 58 47.     (N)    084 37 09.     (W)     SCALED    
 HZ1949* NAVD 88     -       288.670  (meters)     947.08   (feet)  ADJUSTED  
 HZ1949  ___________________________________________________________________
 HZ1949  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ1949  DYNAMIC HT  -         288.484 (meters)     946.47  (feet)  COMP
 HZ1949  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 HZ1949
 HZ1949  VERT ORDER  -  FIRST     CLASS II
 HZ1949
 HZ1949.The horizontal coordinates were scaled from a topographic map and have
 HZ1949.an estimated accuracy of +/- 6 seconds.
 HZ1949
 HZ1949.The orthometric height was determined by differential leveling
 HZ1949.and adjusted by the National Geodetic Survey in June 1991..
 HZ1949
 HZ1949.The geoid height was determined by GEOID03.
 HZ1949
 HZ1949.The dynamic height is computed by dividing the NAVD 88
 HZ1949.geopotential number by the normal gravity value computed on the
 HZ1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1949.degrees latitude (g = 980.6199 gals.).
 HZ1949
 HZ1949.The modeled gravity was interpolated from observed gravity values.
 HZ1949
 HZ1949;                    North         East    Units  Estimated Accuracy
 HZ1949;SPC KY1Z     - 1,294,320.    1,597,990.      MT  (+/- 180 meters Scaled)
 HZ1949
 HZ1949                          SUPERSEDED SURVEY CONTROL
 HZ1949
 HZ1949.No superseded survey control is available for this station.
 HZ1949
 HZ1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ062172(NAD 83)
 HZ1949_MARKER: I = METAL ROD
 HZ1949_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ1949_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ1949_STAMPING: D 408 1985
 HZ1949_MARK LOGO: NGS   
 HZ1949_PROJECTION: FLUSH
 HZ1949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1949+STABILITY: POSITION/ELEVATION WELL
 HZ1949_ROD/PIPE-DEPTH: 6.3  meters
 HZ1949_SLEEVE-DEPTH  : 6.1 meters
 HZ1949
 HZ1949  HISTORY     - Date     Condition        Report By
 HZ1949  HISTORY     - 1985     MONUMENTED       NGS
 HZ1949
 HZ1949                          STATION DESCRIPTION
 HZ1949
 HZ1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HZ1949'IN FLORENCE.
 HZ1949'IN FLORENCE, AT THE INTERSECTION OF U.S. HIGHWAY 25 AND STATE HIGHWAY
 HZ1949'1829 AND NEAR THE NORTHWEST CORNER OF THE FLORENCE VOLUNTEER FIRE
 HZ1949'DEPARTMENT-HUE MEMORIAL STATION, 11.06 METERS (36.3 FT) NORTH OF THE
 HZ1949'NORTHWEST CORNER OF THE FIRE STATION, 9.94 METERS (32.6 FT) SOUTHWEST
 HZ1949'OF THE CENTER OF A DOUBLE DOOR FIRE TRUCK ENTRANCE AND EXIT,
 HZ1949'8.23 METERS (27.0 FT) NORTH-NORTHWEST OF A STONE WALL IN FRONT OF THE
 HZ1949'FIRE STATION, 1.16 METERS (3.8 FT) NORTHEAST OF THE FLAGPOLE.
 HZ1949'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HZ1949'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1980 ***********************************************************************
 HZ1980  DESIGNATION -  D 409
 HZ1980  PID         -  HZ1980
 HZ1980  STATE/COUNTY-  KY/SCOTT
 HZ1980  USGS QUAD   -  DELAPLAIN (1993)
 HZ1980
 HZ1980                         *CURRENT SURVEY CONTROL
 HZ1980  ___________________________________________________________________
 HZ1980* NAD 83(1986)-  38 18 07.     (N)    084 33 32.     (W)     SCALED    
 HZ1980* NAVD 88     -       281.733  (meters)     924.32   (feet)  ADJUSTED  
 HZ1980  ___________________________________________________________________
 HZ1980  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ1980  DYNAMIC HT  -         281.531 (meters)     923.66  (feet)  COMP
 HZ1980  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 HZ1980
 HZ1980  VERT ORDER  -  FIRST     CLASS II
 HZ1980
 HZ1980.The horizontal coordinates were scaled from a topographic map and have
 HZ1980.an estimated accuracy of +/- 6 seconds.
 HZ1980
 HZ1980.The orthometric height was determined by differential leveling
 HZ1980.and adjusted by the National Geodetic Survey in June 1991..
 HZ1980
 HZ1980.The geoid height was determined by GEOID03.
 HZ1980
 HZ1980.The dynamic height is computed by dividing the NAVD 88
 HZ1980.geopotential number by the normal gravity value computed on the
 HZ1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1980.degrees latitude (g = 980.6199 gals.).
 HZ1980
 HZ1980.The modeled gravity was interpolated from observed gravity values.
 HZ1980
 HZ1980;                    North         East    Units  Estimated Accuracy
 HZ1980;SPC KY1Z     - 1,219,150.    1,604,180.      MT  (+/- 180 meters Scaled)
 HZ1980
 HZ1980                          SUPERSEDED SURVEY CONTROL
 HZ1980
 HZ1980.No superseded survey control is available for this station.
 HZ1980
 HZ1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH134421(NAD 83)
 HZ1980_MARKER: DB = BENCH MARK DISK
 HZ1980_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HZ1980_SP_SET: BRIDGE ABUTMENT
 HZ1980_STAMPING: D 409 1986
 HZ1980_MARK LOGO: NGS   
 HZ1980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1980+STABILITY: POSITION/ELEVATION WELL
 HZ1980
 HZ1980  HISTORY     - Date     Condition        Report By
 HZ1980  HISTORY     - 1986     MONUMENTED       NGS
 HZ1980
 HZ1980                          STATION DESCRIPTION
 HZ1980
 HZ1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ1980'10.9 KM (6.8 MI) NORTH FROM GEORGETOWN.
 HZ1980'10.7 KM (6.65 MI) NORTH ALONG U.S. HIGHWAY 25 FROM THE COURTHOUSE IN
 HZ1980'GEORGETOWN, THENCE 0.2 KM (0.10 MI) EAST ALONG STATE HIGHWAY 620 TO
 HZ1980'INTERSTATE 75 BRIDGE OVER THE HIGHWAY AND THE MARK ON THE RIGHT, IN
 HZ1980'THE SOUTHWEST ABUTMENT OF THE SOUTHBOUND LANES OF THE INTERSTATE, 14.0
 HZ1980'METERS (46.0 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 620, 1.5 METERS
 HZ1980'(4.9 FT) BELOW INTERSTATE 75.
 HZ1980'THE MARK IS 3.0 M ABOVE STATE HIGHWAY 620.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0752 ***********************************************************************
 HA0752  DESIGNATION -  D 41
 HA0752  PID         -  HA0752
 HA0752  STATE/COUNTY-  KY/MUHLENBERG
 HA0752  USGS QUAD   -  LIVERMORE (1983)
 HA0752
 HA0752                         *CURRENT SURVEY CONTROL
 HA0752  ___________________________________________________________________
 HA0752* NAD 83(1986)-  37 23 00.     (N)    087 08 39.     (W)     SCALED    
 HA0752* NAVD 88     -       127.347  (meters)     417.80   (feet)  ADJUSTED  
 HA0752  ___________________________________________________________________
 HA0752  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HA0752  DYNAMIC HT  -         127.253 (meters)     417.50  (feet)  COMP
 HA0752  MODELED GRAV-     979,890.8   (mgal)                       NAVD 88
 HA0752
 HA0752  VERT ORDER  -  SECOND    CLASS 0
 HA0752
 HA0752.The horizontal coordinates were scaled from a topographic map and have
 HA0752.an estimated accuracy of +/- 6 seconds.
 HA0752
 HA0752.The orthometric height was determined by differential leveling
 HA0752.and adjusted by the National Geodetic Survey in June 1991..
 HA0752
 HA0752.The geoid height was determined by GEOID03.
 HA0752
 HA0752.The dynamic height is computed by dividing the NAVD 88
 HA0752.geopotential number by the normal gravity value computed on the
 HA0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0752.degrees latitude (g = 980.6199 gals.).
 HA0752
 HA0752.The modeled gravity was interpolated from observed gravity values.
 HA0752
 HA0752;                    North         East    Units  Estimated Accuracy
 HA0752;SPC KY1Z     - 1,117,460.    1,376,540.      MT  (+/- 180 meters Scaled)
 HA0752
 HA0752                          SUPERSEDED SURVEY CONTROL
 HA0752
 HA0752  NGVD 29 (??/??/92)  127.448  (m)          418.14   (f) ADJ UNCH    2 0
 HA0752
 HA0752.Superseded values are not recommended for survey control.
 HA0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0752.See file dsdata.txt to determine how the superseded data were derived.
 HA0752
 HA0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG872374(NAD 83)
 HA0752_MARKER: DB = BENCH MARK DISK
 HA0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0752_STAMPING: D 41 1934
 HA0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0752+STABILITY: SURFACE MOTION
 HA0752
 HA0752  HISTORY     - Date     Condition        Report By
 HA0752  HISTORY     - 1934     MONUMENTED       CGS
 HA0752  HISTORY     - 1952     MARK NOT FOUND   USGS
 HA0752
 HA0752                          STATION DESCRIPTION
 HA0752
 HA0752'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HA0752'AT MOORMAN.
 HA0752'AT MOORMAN, MUHLENBERG COUNTY, 329.4 FEET WEST OF THE CROSSING
 HA0752'OF TWO BRANCHES OF THE LOUISVILLE AND NASHVILLE RAILROAD, 226
 HA0752'FEET WEST OF THE WEST END OF THE STATION, 36.3 FEET NORTH OF THE
 HA0752'MAIN TRACK (EAST-AND-WEST), 2.4 FEET WEST OF A WHITE WOODEN
 HA0752'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 HA0752'DISK, STAMPED D 41 1934 AND SET IN THE TOP OF A CONCRETE POST
 HA0752'PROJECTING 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2672 ***********************************************************************
 GZ2672  DESIGNATION -  D 410
 GZ2672  PID         -  GZ2672
 GZ2672  STATE/COUNTY-  KY/JESSAMINE
 GZ2672  USGS QUAD   -  WILMORE (1979)
 GZ2672
 GZ2672                         *CURRENT SURVEY CONTROL
 GZ2672  ___________________________________________________________________
 GZ2672* NAD 83(1993)-  37 51 13.93909(N)    084 40 06.23772(W)     ADJUSTED  
 GZ2672* NAVD 88     -       280.178  (meters)     919.22   (feet)  ADJUSTED  
 GZ2672  ___________________________________________________________________
 GZ2672  X           -     468,556.564 (meters)                     COMP
 GZ2672  Y           -  -5,020,777.594 (meters)                     COMP
 GZ2672  Z           -   3,892,801.770 (meters)                     COMP
 GZ2672  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 GZ2672  ELLIP HEIGHT-         247.14  (meters)          (05/05/05) GPS OBS
 GZ2672  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GZ2672  DYNAMIC HT  -         279.967 (meters)     918.53  (feet)  COMP
 GZ2672  MODELED GRAV-     979,869.2   (mgal)                       NAVD 88
 GZ2672
 GZ2672  HORZ ORDER  -  FIRST
 GZ2672  VERT ORDER  -  FIRST     CLASS II
 GZ2672  ELLP ORDER  -  FOURTH    CLASS II
 GZ2672
 GZ2672.The horizontal coordinates were established by GPS observations
 GZ2672.and adjusted by the WOOLPERT CONSULTANTS in May 2005..
 GZ2672
 GZ2672.The orthometric height was determined by differential leveling
 GZ2672.and adjusted by the National Geodetic Survey in June 1991..
 GZ2672
 GZ2672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ2672
 GZ2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2672
 GZ2672.The ellipsoidal height was determined by GPS observations
 GZ2672.and is referenced to NAD 83.
 GZ2672
 GZ2672.The geoid height was determined by GEOID03.
 GZ2672
 GZ2672.The dynamic height is computed by dividing the NAVD 88
 GZ2672.geopotential number by the normal gravity value computed on the
 GZ2672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2672.degrees latitude (g = 980.6199 gals.).
 GZ2672
 GZ2672.The modeled gravity was interpolated from observed gravity values.
 GZ2672
 GZ2672;                    North         East     Units Scale Factor Converg.
 GZ2672;SPC KY1Z     - 1,169,304.514 1,595,176.671   MT  0.99990502   +0 39 50.6
 GZ2672;SPC KY1Z     - 3,836,293.23  5,233,508.79   sFT  0.99990502   +0 39 50.6
 GZ2672;SPC KY N     -    39,362.297   463,177.580   MT  1.00001899   -0 15 37.0
 GZ2672;SPC KY N     -   129,141.14  1,519,608.44   sFT  1.00001899   -0 15 37.0
 GZ2672;UTM  16      - 4,192,164.034   705,127.953   MT  1.00011828   +1 25 52.6
 GZ2672
 GZ2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2672!SPC KY1Z     -   0.99996122  x   0.99990502  =   0.99986624
 GZ2672!SPC KY N     -   0.99996122  x   1.00001899  =   0.99998021
 GZ2672!UTM  16      -   0.99996122  x   1.00011828  =   1.00007950
 GZ2672
 GZ2672                          SUPERSEDED SURVEY CONTROL
 GZ2672
 GZ2672  NAVD 88 (05/05/05)  280.18   (m)          919.2    (f) LEVELING    3  
 GZ2672
 GZ2672.Superseded values are not recommended for survey control.
 GZ2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2672.See file dsdata.txt to determine how the superseded data were derived.
 GZ2672
 GZ2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG0512892164(NAD 83)
 GZ2672_MARKER: I = METAL ROD
 GZ2672_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GZ2672+WITH SETTING: INFORMATION.
 GZ2672_SP_SET: STAINLESS STEEL ROD
 GZ2672_STAMPING: D 410 1985
 GZ2672_MARK LOGO: NGS   
 GZ2672_PROJECTION: FLUSH
 GZ2672_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2672+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2004
 GZ2672_ROD/PIPE-DEPTH: 1.10 meters
 GZ2672
 GZ2672  HISTORY     - Date     Condition        Report By
 GZ2672  HISTORY     - 1985     MONUMENTED       NGS
 GZ2672  HISTORY     - 20041203 GOOD             WOOLPT
 GZ2672
 GZ2672                          STATION DESCRIPTION
 GZ2672
 GZ2672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2672'0.9 KM (0.55 MI) SW FROM WILMORE.
 GZ2672'0.9 KM ( 0.55 MI) SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE JUNCTION
 GZ2672'OF MAIN STREET IN WILMORE TO THE MARK ON THE LEFT, ON THE NORTHEAST
 GZ2672'SIDE OF A GRAVEL ROAD LEADING SOUTHEAST TO A TWO-STORY FRAME HOUSE,
 GZ2672'13.71 METERS (45.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GZ2672'13.25 METERS (43.5 FT) NORTHEAST OF THE CENTER OF THE GRAVEL ROAD,
 GZ2672'11.39 METERS (37.4 FT) EAST OF THE EAST CORNER OF A CATTLE GUARD
 GZ2672'ACROSS THE GRAVEL ROAD, 0.61 METER (2.0 FT) SOUTHEAST OF POWER POLE
 GZ2672'NUMBER 6A WITH TWO GUY WIRES.  NOTE--THE STAINLESS STEEL ROD IS
 GZ2672'ANCHORED IN ROCK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GZ2672'LOGO CAP.
 GZ2672'THE MARK IS ABOVE LEVEL WITH ROAD.
 GZ2672
 GZ2672                          STATION RECOVERY (2004)
 GZ2672
 GZ2672'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 GZ2672'THIS STATION WAS RECOVRED AS DESCIRBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0083 ***********************************************************************
 GZ0083  DESIGNATION -  D 42
 GZ0083  PID         -  GZ0083
 GZ0083  STATE/COUNTY-  KY/MADISON
 GZ0083  USGS QUAD   -  MOBERLY (1979)
 GZ0083
 GZ0083                         *CURRENT SURVEY CONTROL
 GZ0083  ___________________________________________________________________
 GZ0083* NAD 83(1986)-  37 38 55.     (N)    084 14 22.     (W)     SCALED    
 GZ0083* NAVD 88     -       282.931  (meters)     928.25   (feet)  ADJUSTED  
 GZ0083  ___________________________________________________________________
 GZ0083  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GZ0083  DYNAMIC HT  -         282.718 (meters)     927.55  (feet)  COMP
 GZ0083  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 GZ0083
 GZ0083  VERT ORDER  -  SECOND    CLASS 0
 GZ0083
 GZ0083.The horizontal coordinates were scaled from a topographic map and have
 GZ0083.an estimated accuracy of +/- 6 seconds.
 GZ0083
 GZ0083.The orthometric height was determined by differential leveling
 GZ0083.and adjusted by the National Geodetic Survey in June 1991..
 GZ0083
 GZ0083.The geoid height was determined by GEOID03.
 GZ0083
 GZ0083.The dynamic height is computed by dividing the NAVD 88
 GZ0083.geopotential number by the normal gravity value computed on the
 GZ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0083.degrees latitude (g = 980.6199 gals.).
 GZ0083
 GZ0083.The modeled gravity was interpolated from observed gravity values.
 GZ0083
 GZ0083;                    North         East    Units  Estimated Accuracy
 GZ0083;SPC KY1Z     - 1,147,050.    1,633,290.      MT  (+/- 180 meters Scaled)
 GZ0083
 GZ0083                          SUPERSEDED SURVEY CONTROL
 GZ0083
 GZ0083  NGVD 29 (??/??/92)  283.080  (m)          928.74   (f) ADJ UNCH    2 0
 GZ0083
 GZ0083.Superseded values are not recommended for survey control.
 GZ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0083.See file dsdata.txt to determine how the superseded data were derived.
 GZ0083
 GZ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG435704(NAD 83)
 GZ0083_MARKER: DB = BENCH MARK DISK
 GZ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0083_STAMPING: D 42 1935 928.738
 GZ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0083+STABILITY: SURFACE MOTION
 GZ0083
 GZ0083  HISTORY     - Date     Condition        Report By
 GZ0083  HISTORY     - 1935     MONUMENTED       CGS
 GZ0083  HISTORY     - 1957     GOOD             NGS
 GZ0083
 GZ0083                          STATION DESCRIPTION
 GZ0083
 GZ0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ0083'AT KINGSTON.
 GZ0083'AT KINGSTON, ABOUT 50 YARDS SOUTHWEST AND ACROSS U.S. HIGHWAY 421
 GZ0083'FROM THE SOUTHWEST CORNER OF ROBINSON SERVICE STATION AND CAFE,
 GZ0083'47 YARDS WEST AND ACROSS HIGHWAY FROM THE NORTHWEST CORNER OF
 GZ0083'SCHOOL YARD, 52.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF POTTS
 GZ0083'RESIDENCE, 28.5 FEET SOUTHWEST OF THE CENTER OF HIGHWAY, 17.5
 GZ0083'FEET WEST OF SIGN SCHOOL ZONE, 12 FEET SOUTHEAST OF TELEPHONE
 GZ0083'POLE, 2 FEET NORTHEAST OF RIGHT-OF-WAY FENCE, 2 FEET BELOW LEVEL
 GZ0083'OF HIGHWAY.  STANDARD DISK IN CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2860 ***********************************************************************
 GY2860  DESIGNATION -  D 45
 GY2860  PID         -  GY2860
 GY2860  STATE/COUNTY-  KY/LEE
 GY2860  USGS QUAD   -  BEATTYVILLE (1983)
 GY2860
 GY2860                         *CURRENT SURVEY CONTROL
 GY2860  ___________________________________________________________________
 GY2860* NAD 83(1986)-  37 34 18.     (N)    083 42 22.     (W)     SCALED    
 GY2860* NAVD 88     -       205.871  (meters)     675.43   (feet)  ADJUSTED  
 GY2860  ___________________________________________________________________
 GY2860  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GY2860  DYNAMIC HT  -         205.716 (meters)     674.92  (feet)  COMP
 GY2860  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 GY2860
 GY2860  VERT ORDER  -  FIRST     CLASS II
 GY2860
 GY2860.The horizontal coordinates were scaled from a topographic map and have
 GY2860.an estimated accuracy of +/- 6 seconds.
 GY2860
 GY2860.The orthometric height was determined by differential leveling
 GY2860.and adjusted by the National Geodetic Survey in June 1991..
 GY2860
 GY2860.The geoid height was determined by GEOID03.
 GY2860
 GY2860.The dynamic height is computed by dividing the NAVD 88
 GY2860.geopotential number by the normal gravity value computed on the
 GY2860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2860.degrees latitude (g = 980.6199 gals.).
 GY2860
 GY2860.The modeled gravity was interpolated from observed gravity values.
 GY2860
 GY2860;                    North         East    Units  Estimated Accuracy
 GY2860;SPC KY1Z     - 1,139,410.    1,680,530.      MT  (+/- 180 meters Scaled)
 GY2860
 GY2860                          SUPERSEDED SURVEY CONTROL
 GY2860
 GY2860  NGVD 29 (??/??/92)  206.036  (m)          675.97   (f) ADJ UNCH    1 2
 GY2860
 GY2860.Superseded values are not recommended for survey control.
 GY2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2860.See file dsdata.txt to determine how the superseded data were derived.
 GY2860
 GY2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB610617(NAD 83)
 GY2860_MARKER: DB = BENCH MARK DISK
 GY2860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2860_SP_SET: BUILDING
 GY2860_STAMPING: D 45 1935 675.993 675.970
 GY2860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2860
 GY2860  HISTORY     - Date     Condition        Report By
 GY2860  HISTORY     - 1935     MONUMENTED       CGS
 GY2860  HISTORY     - 1950     GOOD             NGS
 GY2860  HISTORY     - 1958     GOOD             NGS
 GY2860
 GY2860                          STATION DESCRIPTION
 GY2860
 GY2860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2860'AT BEATTYVILLE.
 GY2860'AT BEATTYVILLE, SET VERTICALLY IN THE NORTH FACE AT THE NORTHWEST
 GY2860'CORNER OF THE LOUISVILLE AND NASHVILLE RAILROAD STATION, 27
 GY2860'FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 47 FEET SOUTH OF
 GY2860'THE SOUTH RAIL OF THE MAIN TRACK, 119 FEET SOUTHEAST OF THE
 GY2860'CENTER OF THE CROSSING OF STATE HIGHWAY 11 AND MAIN TRACK, 1.2
 GY2860'FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING AND 3.2 FEET
 GY2860'ABOVE THE GROUND.
 GY2860
 GY2860                          STATION RECOVERY (1958)
 GY2860
 GY2860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1199 ***********************************************************************
 GZ1199  DESIGNATION -  D 47
 GZ1199  PID         -  GZ1199
 GZ1199  STATE/COUNTY-  KY/LINCOLN
 GZ1199  USGS QUAD   -  STANFORD (1979)
 GZ1199
 GZ1199                         *CURRENT SURVEY CONTROL
 GZ1199  ___________________________________________________________________
 GZ1199* NAD 83(1986)-  37 31 48.     (N)    084 38 28.     (W)     SCALED    
 GZ1199* NAVD 88     -       262.776  (meters)     862.12   (feet)  ADJUSTED  
 GZ1199  ___________________________________________________________________
 GZ1199  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GZ1199  DYNAMIC HT  -         262.573 (meters)     861.46  (feet)  COMP
 GZ1199  MODELED GRAV-     979,851.6   (mgal)                       NAVD 88
 GZ1199
 GZ1199  VERT ORDER  -  FIRST     CLASS II
 GZ1199
 GZ1199.The horizontal coordinates were scaled from a topographic map and have
 GZ1199.an estimated accuracy of +/- 6 seconds.
 GZ1199
 GZ1199.The orthometric height was determined by differential leveling
 GZ1199.and adjusted by the National Geodetic Survey in June 1991..
 GZ1199
 GZ1199.The geoid height was determined by GEOID03.
 GZ1199
 GZ1199.The dynamic height is computed by dividing the NAVD 88
 GZ1199.geopotential number by the normal gravity value computed on the
 GZ1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1199.degrees latitude (g = 980.6199 gals.).
 GZ1199
 GZ1199.The modeled gravity was interpolated from observed gravity values.
 GZ1199
 GZ1199;                    North         East    Units  Estimated Accuracy
 GZ1199;SPC KY1Z     - 1,133,390.    1,598,010.      MT  (+/- 180 meters Scaled)
 GZ1199
 GZ1199                          SUPERSEDED SURVEY CONTROL
 GZ1199
 GZ1199  NGVD 29 (??/??/92)  262.929  (m)          862.63   (f) ADJ UNCH    1 2
 GZ1199
 GZ1199.Superseded values are not recommended for survey control.
 GZ1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1199.See file dsdata.txt to determine how the superseded data were derived.
 GZ1199
 GZ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG084562(NAD 83)
 GZ1199_MARKER: DB = BENCH MARK DISK
 GZ1199_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GZ1199_SP_SET: BRIDGE ABUTMENT
 GZ1199_STAMPING: D 47 1935
 GZ1199_MARK LOGO: CGS   
 GZ1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1199
 GZ1199  HISTORY     - Date     Condition        Report By
 GZ1199  HISTORY     - 1935     MONUMENTED       CGS
 GZ1199  HISTORY     - 1938     GOOD             NGS
 GZ1199  HISTORY     - 1984     GOOD             NGS
 GZ1199
 GZ1199                          STATION DESCRIPTION
 GZ1199
 GZ1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GZ1199'AT ROWLAND.
 GZ1199'AT ROWLAND, LINCOLN COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GZ1199'RAILROAD, 110 YARDS WEST OF MILEPOST L 105, 100 YARDS EAST OF A
 GZ1199'DIRT-ROAD CROSSING, 30 YARDS NORTH OF THE CENTER LINE OF U.S.
 GZ1199'HIGHWAY 150, AT RAILROAD BRIDGE 17, IN THE TOP OF THE SOUTHEAST
 GZ1199'ABUTMENT, 9 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET LOWER
 GZ1199'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 47 1935.
 GZ1199
 GZ1199                          STATION RECOVERY (1984)
 GZ1199
 GZ1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0089 ***********************************************************************
 GB0089  DESIGNATION -  D 49
 GB0089  PID         -  GB0089
 GB0089  STATE/COUNTY-  KY/WHITLEY
 GB0089  USGS QUAD   -  WOFFORD (1982)
 GB0089
 GB0089                         *CURRENT SURVEY CONTROL
 GB0089  ___________________________________________________________________
 GB0089* NAD 83(1986)-  36 48 32.     (N)    084 07 32.     (W)     SCALED    
 GB0089* NAVD 88     -       294.922  (meters)     967.59   (feet)  ADJUSTED  
 GB0089  ___________________________________________________________________
 GB0089  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GB0089  DYNAMIC HT  -         294.678 (meters)     966.79  (feet)  COMP
 GB0089  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 GB0089
 GB0089  VERT ORDER  -  SECOND    CLASS 0
 GB0089
 GB0089.The horizontal coordinates were scaled from a topographic map and have
 GB0089.an estimated accuracy of +/- 6 seconds.
 GB0089
 GB0089.The orthometric height was determined by differential leveling
 GB0089.and adjusted by the National Geodetic Survey in June 1991..
 GB0089
 GB0089.The geoid height was determined by GEOID03.
 GB0089
 GB0089.The dynamic height is computed by dividing the NAVD 88
 GB0089.geopotential number by the normal gravity value computed on the
 GB0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0089.degrees latitude (g = 980.6199 gals.).
 GB0089
 GB0089.The modeled gravity was interpolated from observed gravity values.
 GB0089
 GB0089;                    North         East    Units  Estimated Accuracy
 GB0089;SPC KY1Z     - 1,054,040.    1,644,960.      MT  (+/- 180 meters Scaled)
 GB0089
 GB0089                          SUPERSEDED SURVEY CONTROL
 GB0089
 GB0089  NGVD 29 (??/??/92)  295.080  (m)          968.11   (f) ADJ UNCH    2 0
 GB0089
 GB0089.Superseded values are not recommended for survey control.
 GB0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0089.See file dsdata.txt to determine how the superseded data were derived.
 GB0089
 GB0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF564775(NAD 83)
 GB0089_MARKER: DB = BENCH MARK DISK
 GB0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0089_SP_SET: ABUTMENT
 GB0089_STAMPING: D 49 1935 968.108
 GB0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0089+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GB0089
 GB0089  HISTORY     - Date     Condition        Report By
 GB0089  HISTORY     - 1935     MONUMENTED       CGS
 GB0089  HISTORY     - 1950     GOOD             NGS
 GB0089  HISTORY     - 1958     GOOD             NGS
 GB0089  HISTORY     - 20060112 GOOD             KYTC
 GB0089
 GB0089                          STATION DESCRIPTION
 GB0089
 GB0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0089'1.3 MI SW FROM ROCKHOLDS.
 GB0089'ABOUT 1.3 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GB0089'RAILROAD FROM THE STATION AT ROCKHOLDS, SET IN THE TOP OF THE
 GB0089'EAST END OF THE SOUTH ABUTMENT OF RAILROAD BRIDGE NO. 45 OVER
 GB0089'A CREEK, 7 FEET EAST OF THE EAST RAIL, 0.6 FOOT WEST OF THE
 GB0089'EAST END OF THE ABUTMENT AND ABOUT 2 FEET BELOW THE TRACK.
 GB0089
 GB0089                          STATION RECOVERY (1958)
 GB0089
 GB0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0089'RECOVERED IN GOOD CONDITION.
 GB0089
 GB0089                          STATION RECOVERY (2006)
 GB0089
 GB0089'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0089'MARK IS ABOUT 3 FEET LOWER THAN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AD9238 ***********************************************************************
 AD9238  DESIGNATION -  D 50 RESET
 AD9238  PID         -  AD9238
 AD9238  STATE/COUNTY-  KY/MCCREARY
 AD9238  USGS QUAD   -  HOLLYHILL (1982)
 AD9238
 AD9238                         *CURRENT SURVEY CONTROL
 AD9238  ___________________________________________________________________
 AD9238* NAD 83(1986)-  36 39 27.     (N)    084 21 01.     (W)     SCALED    
 AD9238* NAVD 88     -       321.23   (meters)    1053.9    (feet)  RESET     
 AD9238  ___________________________________________________________________
 AD9238  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 AD9238
 AD9238  VERT ORDER  -  THIRD
 AD9238
 AD9238.The horizontal coordinates were scaled from a topographic map and have
 AD9238.an estimated accuracy of +/- 6 seconds.
 AD9238
 AD9238.The orthometric height was computed from unverified reset data.
 AD9238
 AD9238.The geoid height was determined by GEOID03.
 AD9238
 AD9238;                    North         East    Units  Estimated Accuracy
 AD9238;SPC KY1Z     - 1,036,920.    1,625,160.      MT  (+/- 180 meters Scaled)
 AD9238
 AD9238                          SUPERSEDED SURVEY CONTROL
 AD9238
 AD9238.No superseded survey control is available for this station.
 AD9238
 AD9238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF368601(NAD 83)
 AD9238_MARKER: DV = VERTICAL CONTROL DISK
 AD9238_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD9238_SP_SET: BRIDGE ABUTMENT
 AD9238_STAMPING: D 50 1935 RESET 1996
 AD9238_MARK LOGO: NGS   
 AD9238_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9238
 AD9238  HISTORY     - Date     Condition        Report By
 AD9238  HISTORY     - 1996     MONUMENTED       KYDT
 AD9238
 AD9238                          STATION DESCRIPTION
 AD9238
 AD9238'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 AD9238'1.2 MILES (1.9 KM) EAST ALONG KY 92 FROM JUNCTION WITH US 27 JUST EAST
 AD9238'OF PINE KNOT, IN TOP OF THE SOUTHWEST END OF NORTHWEST ABUTMENT OF A
 AD9238'233 FOOT (71.0 M) CONCRETE BRIDGE OVER MARSH CREEK, 18.7 FEET (5.7 M)
 AD9238'SOUTHWEST OF CENTERLINE OF ROAD, 1.3 FEET (0.4 M) SOUTHWEST OF
 AD9238'SOUTHWEST FACE OF BARRIER WALL OF BRIDGE, ABOUT 0.4 FEET (12.2 CM)
 AD9238'ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1083 ***********************************************************************
 GZ1083  DESIGNATION -  D 51
 GZ1083  PID         -  GZ1083
 GZ1083  STATE/COUNTY-  KY/PULASKI
 GZ1083  USGS QUAD   -  BOBTOWN (1987)
 GZ1083
 GZ1083                         *CURRENT SURVEY CONTROL
 GZ1083  ___________________________________________________________________
 GZ1083* NAD 83(1986)-  37 08 27.     (N)    084 32 39.     (W)     SCALED    
 GZ1083* NAVD 88     -       312.205  (meters)    1024.29   (feet)  ADJUSTED  
 GZ1083  ___________________________________________________________________
 GZ1083  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ1083  DYNAMIC HT  -         311.966 (meters)    1023.51  (feet)  COMP
 GZ1083  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 GZ1083
 GZ1083  VERT ORDER  -  SECOND    CLASS 0
 GZ1083
 GZ1083.The horizontal coordinates were scaled from a topographic map and have
 GZ1083.an estimated accuracy of +/- 6 seconds.
 GZ1083
 GZ1083.The orthometric height was determined by differential leveling
 GZ1083.and adjusted by the National Geodetic Survey in June 1991..
 GZ1083
 GZ1083.The geoid height was determined by GEOID03.
 GZ1083
 GZ1083.The dynamic height is computed by dividing the NAVD 88
 GZ1083.geopotential number by the normal gravity value computed on the
 GZ1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1083.degrees latitude (g = 980.6199 gals.).
 GZ1083
 GZ1083.The modeled gravity was interpolated from observed gravity values.
 GZ1083
 GZ1083;                    North         East    Units  Estimated Accuracy
 GZ1083;SPC KY1Z     - 1,090,310.    1,607,130.      MT  (+/- 180 meters Scaled)
 GZ1083
 GZ1083                          SUPERSEDED SURVEY CONTROL
 GZ1083
 GZ1083  NGVD 29 (??/??/92)  312.368  (m)         1024.83   (f) ADJ UNCH    2 0
 GZ1083
 GZ1083.Superseded values are not recommended for survey control.
 GZ1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1083.See file dsdata.txt to determine how the superseded data were derived.
 GZ1083
 GZ1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG181133(NAD 83)
 GZ1083_MARKER: DB = BENCH MARK DISK
 GZ1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1083_STAMPING: D 51 1935 1024.827
 GZ1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1083+STABILITY: SURFACE MOTION
 GZ1083
 GZ1083  HISTORY     - Date     Condition        Report By
 GZ1083  HISTORY     - 1935     MONUMENTED       CGS
 GZ1083  HISTORY     - 1950     GOOD             NGS
 GZ1083  HISTORY     - 1957     GOOD             NGS
 GZ1083  HISTORY     - 1983     GOOD             KYDT
 GZ1083  HISTORY     - 20050509 MARK NOT FOUND   KYDT
 GZ1083
 GZ1083                          STATION DESCRIPTION
 GZ1083
 GZ1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1083'5.1 MI NE FROM SOMERSET.
 GZ1083'ABOUT 5.1 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM THE COURT
 GZ1083'HOUSE AT SOMERSET, AT THE APPROXIMATE SOUTHWEST END OF A LONG
 GZ1083'CURVE WITH TANGENTS EXTENDING SOUTHWEST AND NORTHEAST, 32 FEET
 GZ1083'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30.5 FEET NORTH OF
 GZ1083'THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 24-INCH
 GZ1083'CULVERT, 62 FEET NORTHEAST OF CORNER OF A T FENCE WEST, 59 FEET
 GZ1083'EAST OF A LONE 18-INCH TREE, 69 FEET NORTHWEST AND ACROSS HIGHWAY
 GZ1083'FROM CORNER OF T FENCE EAST, 2 FEET SOUTHEAST OF FENCE LINE, ABOUT
 GZ1083'1 INCH UNDER GROUND, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 GZ1083'THE TOP OF A CONCRETE POST.  THE MARK IS 80 YARDS EAST OF MODERN
 GZ1083'CONCRETE BLOCK HOUSE.
 GZ1083
 GZ1083                          STATION RECOVERY (1957)
 GZ1083
 GZ1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ1083'RECOVERED IN GOOD CONDITION.
 GZ1083
 GZ1083                          STATION RECOVERY (1983)
 GZ1083
 GZ1083'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1083'RECOVERED IN GOOD CONDITION.
 GZ1083
 GZ1083                          STATION RECOVERY (2005)
 GZ1083
 GZ1083'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2431 ***********************************************************************
 GY2431  DESIGNATION -  D 52
 GY2431  PID         -  GY2431
 GY2431  STATE/COUNTY-  KY/CLAY
 GY2431  USGS QUAD   -  HIMA (1979)
 GY2431
 GY2431                         *CURRENT SURVEY CONTROL
 GY2431  ___________________________________________________________________
 GY2431* NAD 83(1986)-  37 05 46.     (N)    083 51 32.     (W)     SCALED    
 GY2431* NAVD 88     -       369.505  (meters)    1212.28   (feet)  ADJUSTED  
 GY2431  ___________________________________________________________________
 GY2431  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GY2431  DYNAMIC HT  -         369.210 (meters)    1211.32  (feet)  COMP
 GY2431  MODELED GRAV-     979,821.8   (mgal)                       NAVD 88
 GY2431
 GY2431  VERT ORDER  -  SECOND    CLASS 0
 GY2431
 GY2431.The horizontal coordinates were scaled from a topographic map and have
 GY2431.an estimated accuracy of +/- 6 seconds.
 GY2431
 GY2431.The orthometric height was determined by differential leveling
 GY2431.and adjusted by the National Geodetic Survey in June 1991..
 GY2431
 GY2431.The geoid height was determined by GEOID03.
 GY2431
 GY2431.The dynamic height is computed by dividing the NAVD 88
 GY2431.geopotential number by the normal gravity value computed on the
 GY2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2431.degrees latitude (g = 980.6199 gals.).
 GY2431
 GY2431.The modeled gravity was interpolated from observed gravity values.
 GY2431
 GY2431;                    North         East    Units  Estimated Accuracy
 GY2431;SPC KY1Z     - 1,086,360.    1,668,110.      MT  (+/- 180 meters Scaled)
 GY2431
 GY2431                          SUPERSEDED SURVEY CONTROL
 GY2431
 GY2431  NGVD 29 (??/??/92)  369.67   (m)         1212.8    (f) COMPUTED    2 0
 GY2431
 GY2431.Superseded values are not recommended for survey control.
 GY2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2431.See file dsdata.txt to determine how the superseded data were derived.
 GY2431
 GY2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB459093(NAD 83)
 GY2431_MARKER: DB = BENCH MARK DISK
 GY2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2431_STAMPING: D 52 1935 1212.803
 GY2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2431+STABILITY: SURFACE MOTION
 GY2431
 GY2431  HISTORY     - Date     Condition        Report By
 GY2431  HISTORY     - 1935     MONUMENTED       CGS
 GY2431  HISTORY     - 1950     GOOD             NGS
 GY2431  HISTORY     - 1951     GOOD             NGS
 GY2431  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2431
 GY2431                          STATION DESCRIPTION
 GY2431
 GY2431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2431'5 MI W FROM SIBERT.
 GY2431'ABOUT 4.95 MILES WEST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GY2431'AT SIBERT, ABOUT 0.4 MILE EAST OF THE LAUREL-CLAY COUNTY LINE, AT
 GY2431'THE RESIDENCE OF GILBERT DEATON, 203 FEET SOUTHWEST OF THE
 GY2431'SOUTHWEST CORNER OF THE HOUSE, 74 1/2 FEET SOUTHEAST OF THE
 GY2431'SOUTHEAST CORNER OF A BARN, 115 FEET NORTHEAST OF A POWER POLE
 GY2431'WITH A TRANSFORMER, 56 FEET WEST OF THE NORTHWEST END OF A 24-INCH
 GY2431'PIPE CULVERT, 34 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 GY2431'HIGHWAY, 15 FEET NORTH OF THE CENTER LINE OF A DRIVE TO BARN, 4
 GY2431'FEET SOUTHWEST OF A TELEPHONE POLE, 1 1/2 FEET ABOVE THE HIGHWAY
 GY2431'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GY2431
 GY2431                          STATION RECOVERY (1951)
 GY2431
 GY2431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GY2431'RECOVERED IN GOOD CONDITION.
 GY2431
 GY2431                          STATION RECOVERY (1977)
 GY2431
 GY2431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2032 ***********************************************************************
 GY2032  DESIGNATION -  D 53
 GY2032  PID         -  GY2032
 GY2032  STATE/COUNTY-  KY/LESLIE
 GY2032  USGS QUAD   -  HYDEN WEST (1980)
 GY2032
 GY2032                         *CURRENT SURVEY CONTROL
 GY2032  ___________________________________________________________________
 GY2032* NAD 83(1986)-  37 08 44.     (N)    083 25 36.     (W)     SCALED    
 GY2032* NAVD 88     -       285.883  (meters)     937.93   (feet)  ADJUSTED  
 GY2032  ___________________________________________________________________
 GY2032  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GY2032  DYNAMIC HT  -         285.649 (meters)     937.17  (feet)  COMP
 GY2032  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 GY2032
 GY2032  VERT ORDER  -  SECOND    CLASS 0
 GY2032
 GY2032.The horizontal coordinates were scaled from a topographic map and have
 GY2032.an estimated accuracy of +/- 6 seconds.
 GY2032
 GY2032.The orthometric height was determined by differential leveling
 GY2032.and adjusted by the National Geodetic Survey in June 1991..
 GY2032
 GY2032.The geoid height was determined by GEOID03.
 GY2032
 GY2032.The dynamic height is computed by dividing the NAVD 88
 GY2032.geopotential number by the normal gravity value computed on the
 GY2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2032.degrees latitude (g = 980.6199 gals.).
 GY2032
 GY2032.The modeled gravity was interpolated from observed gravity values.
 GY2032
 GY2032;                    North         East    Units  Estimated Accuracy
 GY2032;SPC KY1Z     - 1,092,710.    1,706,390.      MT  (+/- 180 meters Scaled)
 GY2032
 GY2032                          SUPERSEDED SURVEY CONTROL
 GY2032
 GY2032  NGVD 29 (??/??/92)  286.044  (m)          938.46   (f) ADJ UNCH    2 0
 GY2032
 GY2032.Superseded values are not recommended for survey control.
 GY2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2032.See file dsdata.txt to determine how the superseded data were derived.
 GY2032
 GY2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB844137(NAD 83)
 GY2032_MARKER: DB = BENCH MARK DISK
 GY2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2032_STAMPING: D 53 1935 938.463
 GY2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2032+STABILITY: SURFACE MOTION
 GY2032
 GY2032  HISTORY     - Date     Condition        Report By
 GY2032  HISTORY     - 1935     MONUMENTED       CGS
 GY2032  HISTORY     - 1957     POOR             NGS
 GY2032  HISTORY     - 1961     MARK NOT FOUND   USGS
 GY2032  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2032  HISTORY     - 19960610 MARK NOT FOUND   KYDT
 GY2032  HISTORY     - 19960626 MARK NOT FOUND   KYDT
 GY2032
 GY2032                          STATION DESCRIPTION
 GY2032
 GY2032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2032'4 MI SW FROM HYDEN.
 GY2032'4.0 MILES SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE COURT
 GY2032'HOUSE AT HYDEN, ON THE INSIDE OF A LONG CURVE, EAST AND ACROSS
 GY2032'HIGHWAY FROM A SMALL LOG BARN AND SHED, 0.05 MILE NORTH OF DIRT
 GY2032'ROAD EAST ACROSS CREEK TO PING SLATE SHINGLED HOUSE, 60 YARDS
 GY2032'SOUTH OF THE SOUTH END OF CONCRETE HEAD WALL OF AN 18 INCH PIPE
 GY2032'CULVERT, 90 YARDS NORTHEAST OF ANOTHER CULVERT, 48 YARDS NORTH OF
 GY2032'POWER POLE WITH TRANSFORMER AND LINE ACROSS ROAD TO HOUSE AND
 GY2032'GUYED 4 WAYS, 56.7 FEET EAST OF CENTER LINE OF HIGHWAY, 3 FEET
 GY2032'WEST OF FIRST DROP OFF OF CREEK BANK, 2.7 FEET EAST OF A NEW
 GY2032'TELEPHONE POLE, ABOUT LEVEL WITH HIGHWAY.
 GY2032
 GY2032                          STATION RECOVERY (1961)
 GY2032
 GY2032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GY2032'MARK NOT FOUND.
 GY2032
 GY2032                          STATION RECOVERY (1977)
 GY2032
 GY2032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2032'MARK NOT FOUND.
 GY2032
 GY2032                          STATION RECOVERY (1996)
 GY2032
 GY2032'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2032'MARK NOT FOUND.
 GY2032
 GY2032                          STATION RECOVERY (1996)
 GY2032
 GY2032'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2728 ***********************************************************************
 GA2728  DESIGNATION -  D 54
 GA2728  PID         -  GA2728
 GA2728  STATE/COUNTY-  KY/KNOX
 GA2728  USGS QUAD   -  ARTEMUS (1974)
 GA2728
 GA2728                         *CURRENT SURVEY CONTROL
 GA2728  ___________________________________________________________________
 GA2728* NAD 83(1986)-  36 49 02.     (N)    083 46 08.     (W)     SCALED    
 GA2728* NAVD 88     -       311.245  (meters)    1021.14   (feet)  ADJUSTED  
 GA2728  ___________________________________________________________________
 GA2728  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GA2728  DYNAMIC HT  -         310.985 (meters)    1020.29  (feet)  COMP
 GA2728  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 GA2728
 GA2728  VERT ORDER  -  SECOND    CLASS 0
 GA2728
 GA2728.The horizontal coordinates were scaled from a topographic map and have
 GA2728.an estimated accuracy of +/- 6 seconds.
 GA2728
 GA2728.The orthometric height was determined by differential leveling
 GA2728.and adjusted by the National Geodetic Survey in June 1991..
 GA2728
 GA2728.The geoid height was determined by GEOID03.
 GA2728
 GA2728.The dynamic height is computed by dividing the NAVD 88
 GA2728.geopotential number by the normal gravity value computed on the
 GA2728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2728.degrees latitude (g = 980.6199 gals.).
 GA2728
 GA2728.The modeled gravity was interpolated from observed gravity values.
 GA2728
 GA2728;                    North         East    Units  Estimated Accuracy
 GA2728;SPC KY1Z     - 1,055,580.    1,676,760.      MT  (+/- 180 meters Scaled)
 GA2728
 GA2728                          SUPERSEDED SURVEY CONTROL
 GA2728
 GA2728  NGVD 29 (??/??/92)  311.396  (m)         1021.64   (f) ADJ UNCH    2 0
 GA2728
 GA2728.Superseded values are not recommended for survey control.
 GA2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2728.See file dsdata.txt to determine how the superseded data were derived.
 GA2728
 GA2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA530781(NAD 83)
 GA2728_MARKER: DB = BENCH MARK DISK
 GA2728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2728_SP_SET: OVERPASS
 GA2728_STAMPING: D 54 1935 1021.638
 GA2728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2728
 GA2728  HISTORY     - Date     Condition        Report By
 GA2728  HISTORY     - 1935     MONUMENTED       CGS
 GA2728  HISTORY     - 1957     POOR             NGS
 GA2728  HISTORY     - 1977     GOOD             LOCENG
 GA2728  HISTORY     - 20020806 POOR             KYDT
 GA2728
 GA2728                          STATION DESCRIPTION
 GA2728
 GA2728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2728'AT FLAT LICK.
 GA2728'AT FLAT LICK, AT THE L. AND N. RR. OVERPASS OVER OLD U.S. HIGHWAY
 GA2728'25, 0.4 MILE EAST OF THE NEW U.S. HIGHWAY OVERPASS OVER THE RAILROAD
 GA2728'TRACKS, ACROSS TRACKS NORTHEAST FROM SWITCH BOX AND TELEPHONE BOX,
 GA2728'14 FEET NORTHEAST OF EAST END OF A SIDE TRACK, 10.4 FEET NORTH OF
 GA2728'THE NORTH RAIL, SET IN THE CENTER OF THE TOP OF A 2 BY 3 FOOT
 GA2728'COLUMN, 30 FEET SOUTH OF THE NORTH END OF EAST ABUTMENT, ABOUT 1
 GA2728'FOOT BELOW THE LEVEL OF TRACKS.
 GA2728
 GA2728                          STATION RECOVERY (1977)
 GA2728
 GA2728'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 GA2728'RECOVERED IN GOOD CONDITION.
 GA2728
 GA2728                          STATION RECOVERY (2002)
 GA2728
 GA2728'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2728'MARK IS ABOUT 5 FEET BELOW TRACKS, MUTILATED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1193 ***********************************************************************
 HZ1193  DESIGNATION -  D 57
 HZ1193  PID         -  HZ1193
 HZ1193  STATE/COUNTY-  KY/SPENCER
 HZ1193  USGS QUAD   -  TAYLORSVILLE (1993)
 HZ1193
 HZ1193                         *CURRENT SURVEY CONTROL
 HZ1193  ___________________________________________________________________
 HZ1193* NAD 83(1986)-  38 02 06.     (N)    085 20 29.     (W)     SCALED    
 HZ1193* NAVD 88     -       151.620  (meters)     497.44   (feet)  ADJUSTED  
 HZ1193  ___________________________________________________________________
 HZ1193  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ1193  DYNAMIC HT  -         151.508 (meters)     497.07  (feet)  COMP
 HZ1193  MODELED GRAV-     979,890.1   (mgal)                       NAVD 88
 HZ1193
 HZ1193  VERT ORDER  -  SECOND    CLASS 0
 HZ1193
 HZ1193.The horizontal coordinates were scaled from a topographic map and have
 HZ1193.an estimated accuracy of +/- 6 seconds.
 HZ1193
 HZ1193.The orthometric height was determined by differential leveling
 HZ1193.and adjusted by the National Geodetic Survey in June 1991..
 HZ1193
 HZ1193.The geoid height was determined by GEOID03.
 HZ1193
 HZ1193.The dynamic height is computed by dividing the NAVD 88
 HZ1193.geopotential number by the normal gravity value computed on the
 HZ1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1193.degrees latitude (g = 980.6199 gals.).
 HZ1193
 HZ1193.The modeled gravity was interpolated from observed gravity values.
 HZ1193
 HZ1193;                    North         East    Units  Estimated Accuracy
 HZ1193;SPC KY1Z     - 1,188,930.    1,535,870.      MT  (+/- 180 meters Scaled)
 HZ1193
 HZ1193                          SUPERSEDED SURVEY CONTROL
 HZ1193
 HZ1193  NGVD 29 (??/??/92)  151.790  (m)          498.00   (f) ADJ UNCH    2 0
 HZ1193
 HZ1193.Superseded values are not recommended for survey control.
 HZ1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1193.See file dsdata.txt to determine how the superseded data were derived.
 HZ1193
 HZ1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH455109(NAD 83)
 HZ1193_MARKER: DB = BENCH MARK DISK
 HZ1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1193_STAMPING: D 57 1935
 HZ1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1193+STABILITY: SURFACE MOTION
 HZ1193
 HZ1193  HISTORY     - Date     Condition        Report By
 HZ1193  HISTORY     - 1935     MONUMENTED       CGS
 HZ1193  HISTORY     - 1943     GOOD             NGS
 HZ1193
 HZ1193                          STATION DESCRIPTION
 HZ1193
 HZ1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HZ1193'AT TAYLORSVILLE.
 HZ1193'AT TAYLORSVILLE, SPENCER COUNTY, 57 FEET WEST OF THE WEST EDGE
 HZ1193'OF THE LOUISVILLE AND NASHVILLE RAILROAD STATION PLATFORM,
 HZ1193'31.3 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 29 FEET
 HZ1193'NORTH OF THE SOUTHEAST CORNER OF THE NATIONAL ICE CREAM CO.
 HZ1193'BUILDING, AND 1.7 FEET EAST OF THE EAST SIDE OF THE BUILDING.
 HZ1193'A STANDARD DISK, STAMPED D 57 1935 AND SET IN THE TOP OF A
 HZ1193'CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE5445 ***********************************************************************
 AE5445  DESIGNATION -  D 58 RESET
 AE5445  PID         -  AE5445
 AE5445  STATE/COUNTY-  KY/GREEN
 AE5445  USGS QUAD   -  HIBERNIA (1976)
 AE5445
 AE5445                         *CURRENT SURVEY CONTROL
 AE5445  ___________________________________________________________________
 AE5445* NAD 83(1986)-  37 23 27.     (N)    085 36 37.     (W)     SCALED    
 AE5445* NAVD 88     -       192.81   (meters)     632.6    (feet)  RESET     
 AE5445  ___________________________________________________________________
 AE5445  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 AE5445
 AE5445  VERT ORDER  -  THIRD
 AE5445
 AE5445.The horizontal coordinates were scaled from a topographic map and have
 AE5445.an estimated accuracy of +/- 6 seconds.
 AE5445
 AE5445.The orthometric height was computed from unverified reset data.
 AE5445
 AE5445.The geoid height was determined by GEOID03.
 AE5445
 AE5445;                    North         East    Units  Estimated Accuracy
 AE5445;SPC KY1Z     - 1,117,370.    1,512,370.      MT  (+/- 180 meters Scaled)
 AE5445
 AE5445                          SUPERSEDED SURVEY CONTROL
 AE5445
 AE5445.No superseded survey control is available for this station.
 AE5445
 AE5445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG230391(NAD 83)
 AE5445_MARKER: DV = VERTICAL CONTROL DISK
 AE5445_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5445_SP_SET: BRIDGE ABUTMENT
 AE5445_STAMPING: D 58 1935 RESET 1997
 AE5445_MARK LOGO: NGS   
 AE5445_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5445
 AE5445  HISTORY     - Date     Condition        Report By
 AE5445  HISTORY     - 1997     MONUMENTED       KYDT
 AE5445
 AE5445                          STATION DESCRIPTION
 AE5445
 AE5445'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 AE5445'5.0 MILES (8.0 KM) SOUTHEAST ALONG KY 61 FROM LARUE/GREEN COUNTY LINE,
 AE5445'ABOUT 11.4 MILES (18.3 KM) NORTHWEST ALONG KY 61 FROM GREENSBURG,
 AE5445'ABOUT 500 FEET (152.4 M) SOUTHEAST ALONG KY 61 FROM JUNCTION OF BLOUDS
 AE5445'BLUFF ROAD AT A 44 FOOT (13.4 M) CONCRETE BRIDGE OVER BRUSH CREEK, SET
 AE5445'IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT, 22.8 FEET (6.9 M)
 AE5445'SOUTH OF CENTERLINE OF KY 61, 1.1 FOOT (0.3 M) SOUTH OF SOUTH FACE OF
 AE5445'SOUTH BARRIER WALL, 0.5 FOOT (15.2 CM) ABOVE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2360 ***********************************************************************
 GZ2360  DESIGNATION -  D 59
 GZ2360  PID         -  GZ2360
 GZ2360  STATE/COUNTY-  KY/HARDIN
 GZ2360  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2360
 GZ2360                         *CURRENT SURVEY CONTROL
 GZ2360  ___________________________________________________________________
 GZ2360* NAD 83(1986)-  37 43 56.     (N)    085 49 45.     (W)     SCALED    
 GZ2360* NAVD 88     -       237.088  (meters)     777.85   (feet)  ADJUSTED  
 GZ2360  ___________________________________________________________________
 GZ2360  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 GZ2360  DYNAMIC HT  -         236.911 (meters)     777.27  (feet)  COMP
 GZ2360  MODELED GRAV-     979,881.0   (mgal)                       NAVD 88
 GZ2360
 GZ2360  VERT ORDER  -  FIRST     CLASS II
 GZ2360
 GZ2360.The horizontal coordinates were scaled from a topographic map and have
 GZ2360.an estimated accuracy of +/- 6 seconds.
 GZ2360
 GZ2360.The orthometric height was determined by differential leveling
 GZ2360.and adjusted by the National Geodetic Survey in June 1991..
 GZ2360
 GZ2360.The geoid height was determined by GEOID03.
 GZ2360
 GZ2360.The dynamic height is computed by dividing the NAVD 88
 GZ2360.geopotential number by the normal gravity value computed on the
 GZ2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2360.degrees latitude (g = 980.6199 gals.).
 GZ2360
 GZ2360.The modeled gravity was interpolated from observed gravity values.
 GZ2360
 GZ2360;                    North         East    Units  Estimated Accuracy
 GZ2360;SPC KY1Z     - 1,155,260.    1,493,020.      MT  (+/- 180 meters Scaled)
 GZ2360
 GZ2360                          SUPERSEDED SURVEY CONTROL
 GZ2360
 GZ2360  NGVD 29 (??/??/92)  237.207  (m)          778.24   (f) ADJ UNCH    1 2
 GZ2360
 GZ2360.Superseded values are not recommended for survey control.
 GZ2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2360.See file dsdata.txt to determine how the superseded data were derived.
 GZ2360
 GZ2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG031767(NAD 83)
 GZ2360_MARKER: DB = BENCH MARK DISK
 GZ2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2360_STAMPING: D 59 1935
 GZ2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2360+STABILITY: SURFACE MOTION
 GZ2360
 GZ2360  HISTORY     - Date     Condition        Report By
 GZ2360  HISTORY     - 1935     MONUMENTED       CGS
 GZ2360  HISTORY     - 1953     GOOD             NGS
 GZ2360  HISTORY     - 1982     GOOD             KYDT
 GZ2360
 GZ2360                          STATION DESCRIPTION
 GZ2360
 GZ2360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GZ2360'3.3 MI NE FROM ELIZABETHTOWN.
 GZ2360'3.3 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ2360'FROM THE STATION AT ELIZABETHTOWN, AT TUNNEL HILL, 38 FEET
 GZ2360'EAST OF THE EAST RAIL OF THE NORTH BOUND TRACK, 147 FEET SOUTH
 GZ2360'OF THE CENTER LINE OF A BLACK TOP ROAD, 151 FEET SOUTH-SOUTHEAST
 GZ2360'OF THE CENTER OF THE CROSSING OF THE BLACK TOP ROAD AND THE
 GZ2360'NORTH BOUND TRACK, 67 FEET WEST OF A FENCE LINE, 2 FEET EAST OF A
 GZ2360'TELEPHONE POLE, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 GZ2360'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ2360
 GZ2360                          STATION RECOVERY (1982)
 GZ2360
 GZ2360'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1144 ***********************************************************************
 HZ1144  DESIGNATION -  D 6
 HZ1144  PID         -  HZ1144
 HZ1144  STATE/COUNTY-  KY/SHELBY
 HZ1144  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1144
 HZ1144                         *CURRENT SURVEY CONTROL
 HZ1144  ___________________________________________________________________
 HZ1144* NAD 83(1986)-  38 12 40.     (N)    085 12 58.     (W)     SCALED    
 HZ1144* NAVD 88     -       231.588  (meters)     759.80   (feet)  ADJUSTED  
 HZ1144  ___________________________________________________________________
 HZ1144  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ1144  DYNAMIC HT  -         231.425 (meters)     759.27  (feet)  COMP
 HZ1144  MODELED GRAV-     979,919.6   (mgal)                       NAVD 88
 HZ1144
 HZ1144  VERT ORDER  -  FIRST     CLASS II
 HZ1144
 HZ1144.The horizontal coordinates were scaled from a topographic map and have
 HZ1144.an estimated accuracy of +/- 6 seconds.
 HZ1144
 HZ1144.The orthometric height was determined by differential leveling
 HZ1144.and adjusted by the National Geodetic Survey in June 1991..
 HZ1144
 HZ1144.The geoid height was determined by GEOID03.
 HZ1144
 HZ1144.The dynamic height is computed by dividing the NAVD 88
 HZ1144.geopotential number by the normal gravity value computed on the
 HZ1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1144.degrees latitude (g = 980.6199 gals.).
 HZ1144
 HZ1144.The modeled gravity was interpolated from observed gravity values.
 HZ1144
 HZ1144;                    North         East    Units  Estimated Accuracy
 HZ1144;SPC KY1Z     - 1,208,540.    1,546,750.      MT  (+/- 180 meters Scaled)
 HZ1144
 HZ1144                          SUPERSEDED SURVEY CONTROL
 HZ1144
 HZ1144  NGVD 29 (??/??/92)  231.737  (m)          760.29   (f) ADJ UNCH    1 2
 HZ1144
 HZ1144.Superseded values are not recommended for survey control.
 HZ1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1144.See file dsdata.txt to determine how the superseded data were derived.
 HZ1144
 HZ1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH561307(NAD 83)
 HZ1144_MARKER: DD = SURVEY DISK
 HZ1144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1144_SP_SET: STEP
 HZ1144_STAMPING: KY 760 D 6 1923
 HZ1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1144+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 HZ1144
 HZ1144  HISTORY     - Date     Condition        Report By
 HZ1144  HISTORY     - 1923     MONUMENTED       USGS
 HZ1144  HISTORY     - 1949     GOOD             NGS
 HZ1144  HISTORY     - 20051018 GOOD             KYTC
 HZ1144
 HZ1144                          STATION DESCRIPTION
 HZ1144
 HZ1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ1144'AT SHELBYVILLE.
 HZ1144'AT SHELBYVILLE, AT THE INTERSECTION OF FIFTH AND MAIN STREETS,
 HZ1144'AT THE COURT HOUSE, SET IN THE TOP OF THE THIRD STEP UP FROM
 HZ1144'SIDE WALK OF THE MAIN SOUTH ENTRANCE TO THE COURT HOUSE, AT THE
 HZ1144'EAST END OF THE STEP AND ABOUT 2 FEET ABOVE THE SIDE WALK.
 HZ1144
 HZ1144                          STATION RECOVERY (2005)
 HZ1144
 HZ1144'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (PS)
 HZ1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1433 ***********************************************************************
 HZ1433  DESIGNATION -  D 60
 HZ1433  PID         -  HZ1433
 HZ1433  STATE/COUNTY-  KY/JEFFERSON
 HZ1433  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1433
 HZ1433                         *CURRENT SURVEY CONTROL
 HZ1433  ___________________________________________________________________
 HZ1433* NAD 83(1986)-  38 13 30.     (N)    085 46 00.     (W)     SCALED    
 HZ1433* NAVD 88     -       141.803  (meters)     465.23   (feet)  ADJUSTED  
 HZ1433  ___________________________________________________________________
 HZ1433  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ1433  DYNAMIC HT  -         141.707 (meters)     464.92  (feet)  COMP
 HZ1433  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 HZ1433
 HZ1433  VERT ORDER  -  SECOND    CLASS 0
 HZ1433
 HZ1433.The horizontal coordinates were scaled from a topographic map and have
 HZ1433.an estimated accuracy of +/- 6 seconds.
 HZ1433
 HZ1433.The orthometric height was determined by differential leveling
 HZ1433.and adjusted by the National Geodetic Survey in June 1991..
 HZ1433
 HZ1433.The geoid height was determined by GEOID03.
 HZ1433
 HZ1433.The dynamic height is computed by dividing the NAVD 88
 HZ1433.geopotential number by the normal gravity value computed on the
 HZ1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1433.degrees latitude (g = 980.6199 gals.).
 HZ1433
 HZ1433.The modeled gravity was interpolated from observed gravity values.
 HZ1433
 HZ1433;                    North         East    Units  Estimated Accuracy
 HZ1433;SPC KY1Z     - 1,209,940.    1,498,540.      MT  (+/- 180 meters Scaled)
 HZ1433
 HZ1433                          SUPERSEDED SURVEY CONTROL
 HZ1433
 HZ1433  NGVD 29 (??/??/92)  141.956  (m)          465.73   (f) ADJ UNCH    2 0
 HZ1433
 HZ1433.Superseded values are not recommended for survey control.
 HZ1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1433.See file dsdata.txt to determine how the superseded data were derived.
 HZ1433
 HZ1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH079314(NAD 83)
 HZ1433_MARKER: DB = BENCH MARK DISK
 HZ1433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1433_SP_SET: TOWER
 HZ1433_STAMPING: D 60 1935
 HZ1433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1433
 HZ1433  HISTORY     - Date     Condition        Report By
 HZ1433  HISTORY     - 1935     MONUMENTED       CGS
 HZ1433  HISTORY     - 1955     MARK NOT FOUND   USGS
 HZ1433
 HZ1433                          STATION DESCRIPTION
 HZ1433
 HZ1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ1433'AT LOUISVILLE.
 HZ1433'AT LOUISVILLE, JEFFERSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HZ1433'RAILROAD, 6 RAILS NORTHWEST OF THE SHIPP STREET CROSSING, AT
 HZ1433'A BRICK INTERLOCKING SWITCH TOWER, IN THE NORTHEAST FACE OF THE
 HZ1433'TOWER, 1.5 FEET NORTHWEST OF THE SOUTHEAST CORNER, 1.4 FEET
 HZ1433'SOUTHEAST OF THE SOUTHEAST SIDE OF A WINDOW, 18.7 FEET NORTHEAST
 HZ1433'OF THE NORTHEAST RAIL OF THE NORTHEAST SIDETRACK, AND 3.6
 HZ1433'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED D 60 1935
 HZ1433'AND SET VERTICALLY.
 HZ1433
 HZ1433                          STATION RECOVERY (1955)
 HZ1433
 HZ1433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 HZ1433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2007 ***********************************************************************
 GB2007  DESIGNATION -  D 62
 GB2007  PID         -  GB2007
 GB2007  STATE/COUNTY-  KY/METCALFE
 GB2007  USGS QUAD   -  SUMMER SHADE (1974)
 GB2007
 GB2007                         *CURRENT SURVEY CONTROL
 GB2007  ___________________________________________________________________
 GB2007* NAD 83(1986)-  36 52 38.     (N)    085 39 55.     (W)     SCALED    
 GB2007* NAVD 88     -       331.276  (meters)    1086.86   (feet)  ADJUSTED  
 GB2007  ___________________________________________________________________
 GB2007  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GB2007  DYNAMIC HT  -         331.004 (meters)    1085.97  (feet)  COMP
 GB2007  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 GB2007
 GB2007  VERT ORDER  -  SECOND    CLASS 0
 GB2007
 GB2007.The horizontal coordinates were scaled from a topographic map and have
 GB2007.an estimated accuracy of +/- 6 seconds.
 GB2007
 GB2007.The orthometric height was determined by differential leveling
 GB2007.and adjusted by the National Geodetic Survey in June 1991..
 GB2007
 GB2007.The geoid height was determined by GEOID03.
 GB2007
 GB2007.The dynamic height is computed by dividing the NAVD 88
 GB2007.geopotential number by the normal gravity value computed on the
 GB2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2007.degrees latitude (g = 980.6199 gals.).
 GB2007
 GB2007.The modeled gravity was interpolated from observed gravity values.
 GB2007
 GB2007;                    North         East    Units  Estimated Accuracy
 GB2007;SPC KY1Z     - 1,060,370.    1,507,550.      MT  (+/- 180 meters Scaled)
 GB2007
 GB2007                          SUPERSEDED SURVEY CONTROL
 GB2007
 GB2007  NGVD 29 (??/??/92)  331.406  (m)         1087.29   (f) ADJ UNCH    2 0
 GB2007
 GB2007.Superseded values are not recommended for survey control.
 GB2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2007.See file dsdata.txt to determine how the superseded data were derived.
 GB2007
 GB2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF189820(NAD 83)
 GB2007_MARKER: DB = BENCH MARK DISK
 GB2007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB2007_SP_SET: CULVERT
 GB2007_STAMPING: D 62 1935 1087.288
 GB2007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2007
 GB2007  HISTORY     - Date     Condition        Report By
 GB2007  HISTORY     - 1935     MONUMENTED       CGS
 GB2007  HISTORY     - 1951     GOOD             NGS
 GB2007  HISTORY     - 1958     GOOD             NGS
 GB2007
 GB2007                          STATION DESCRIPTION
 GB2007
 GB2007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB2007'0.8 MI W FROM BEAUMONT.
 GB2007'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 90 FROM THE SCHOOL AT
 GB2007'BEAUMONT, AT INTERSECTION OF STATE HIGHWAY 163, ABOUT 39 YARDS
 GB2007'SOUTH OF CENTER OF INTERSECTION, IN THE TOP OF THE SOUTH END OF
 GB2007'THE WEST HEAD WALL OF A 3-FOOT CONCRETE CULVERT UNDER HIGHWAY
 GB2007'163, 14 FEET WEST OF CENTER LINE OF HIGHWAY, 1 1/2 FEET NORTH OF
 GB2007'SOUTH END OF HEAD WALL AND 1 FOOT BELOW HIGHWAY.
 GB2007
 GB2007                          STATION RECOVERY (1958)
 GB2007
 GB2007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2670 ***********************************************************************
 GB2670  DESIGNATION -  D 62 RESET
 GB2670  PID         -  GB2670
 GB2670  STATE/COUNTY-  KY/METCALFE
 GB2670  USGS QUAD   -  SUMMER SHADE (1974)
 GB2670
 GB2670                         *CURRENT SURVEY CONTROL
 GB2670  ___________________________________________________________________
 GB2670* NAD 83(1986)-  36 52 38.     (N)    085 39 55.     (W)     SCALED    
 GB2670* NAVD 88     -       327.56   (meters)    1074.7    (feet)  RESET     
 GB2670  ___________________________________________________________________
 GB2670  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GB2670
 GB2670  VERT ORDER  -  THIRD
 GB2670
 GB2670.The horizontal coordinates were scaled from a topographic map and have
 GB2670.an estimated accuracy of +/- 6 seconds.
 GB2670
 GB2670.The orthometric height was computed from unverified reset data.
 GB2670.No vertical observational check was made to the station.
 GB2670
 GB2670.The geoid height was determined by GEOID03.
 GB2670
 GB2670;                    North         East    Units  Estimated Accuracy
 GB2670;SPC KY1Z     - 1,060,370.    1,507,550.      MT  (+/- 180 meters Scaled)
 GB2670
 GB2670                          SUPERSEDED SURVEY CONTROL
 GB2670
 GB2670  NGVD 29 (10/08/05)  327.69   (m)         1075.1    (f) RESET       3  
 GB2670
 GB2670.Superseded values are not recommended for survey control.
 GB2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2670.See file dsdata.txt to determine how the superseded data were derived.
 GB2670
 GB2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF189820(NAD 83)
 GB2670_MARKER: DB = BENCH MARK DISK
 GB2670_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GB2670_SP_SET: HEADWALL
 GB2670_STAMPING: D 62 RESET 1983
 GB2670_MARK LOGO: NGS   
 GB2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2670+STABILITY: SURFACE MOTION
 GB2670
 GB2670  HISTORY     - Date     Condition        Report By
 GB2670  HISTORY     - 1983     MONUMENTED       NGS
 GB2670
 GB2670                          STATION DESCRIPTION
 GB2670
 GB2670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GB2670'1.4 KM (0.85 MI) WEST FROM BEAUMONT.
 GB2670'1.3 KM (0.80 MI) WEST ALONG STATE ROUTE 90 FROM THE SCHOOL IN BEAUMONT
 GB2670'TO THE INTERSECTION OF RELOCATED STATE ROUTE 90 AND 163 THEN SOUTH
 GB2670'0.2 KM (0.10 MI) TO A 24 INCH CONCRETE PIPE UNDER STATE ROUTE 163,
 GB2670'6.7 M (22.0 FT) EAST OF THE CENTERLINE OF THE ROAD, 5.5 M (18.0 FT)
 GB2670'NORTHWEST OF A POWER POLE AND SET IN TOP OF THE NORTH END OF THE EAST
 GB2670'CULVERT HEADWALL.
 GB2670'THE MARK IS 1.5 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0856 ***********************************************************************
 HA0856  DESIGNATION -  D 64
 HA0856  PID         -  HA0856
 HA0856  STATE/COUNTY-  KY/CRITTENDEN
 HA0856  USGS QUAD   -  BLACKFORD (1954)
 HA0856
 HA0856                         *CURRENT SURVEY CONTROL
 HA0856  ___________________________________________________________________
 HA0856* NAD 83(1986)-  37 25 24.     (N)    087 59 53.     (W)     SCALED    
 HA0856* NAVD 88     -       134.418  (meters)     441.00   (feet)  ADJUSTED  
 HA0856  ___________________________________________________________________
 HA0856  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 HA0856  DYNAMIC HT  -         134.320 (meters)     440.68  (feet)  COMP
 HA0856  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 HA0856
 HA0856  VERT ORDER  -  FIRST     CLASS II
 HA0856
 HA0856.The horizontal coordinates were scaled from a topographic map and have
 HA0856.an estimated accuracy of +/- 6 seconds.
 HA0856
 HA0856.The orthometric height was determined by differential leveling
 HA0856.and adjusted by the National Geodetic Survey in June 1991..
 HA0856
 HA0856.The geoid height was determined by GEOID03.
 HA0856
 HA0856.The dynamic height is computed by dividing the NAVD 88
 HA0856.geopotential number by the normal gravity value computed on the
 HA0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0856.degrees latitude (g = 980.6199 gals.).
 HA0856
 HA0856.The modeled gravity was interpolated from observed gravity values.
 HA0856
 HA0856;                    North         East    Units  Estimated Accuracy
 HA0856;SPC KY1Z     - 1,123,370.    1,301,040.      MT  (+/- 180 meters Scaled)
 HA0856
 HA0856                          SUPERSEDED SURVEY CONTROL
 HA0856
 HA0856  NGVD 29 (??/??/92)  134.509  (m)          441.30   (f) ADJ UNCH    1 2
 HA0856
 HA0856.Superseded values are not recommended for survey control.
 HA0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0856.See file dsdata.txt to determine how the superseded data were derived.
 HA0856
 HA0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG116423(NAD 83)
 HA0856_MARKER: DB = BENCH MARK DISK
 HA0856_SETTING: 66 = SET IN ROCK OUTCROP
 HA0856_SP_SET: ROCK OUTCROP
 HA0856_STAMPING: D 64 1935
 HA0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0856+STABILITY: POSITION/ELEVATION WELL
 HA0856
 HA0856  HISTORY     - Date     Condition        Report By
 HA0856  HISTORY     - 1935     MONUMENTED       CGS
 HA0856  HISTORY     - 1949     GOOD             NGS
 HA0856
 HA0856                          STATION DESCRIPTION
 HA0856
 HA0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HA0856'4.2 MI SW FROM BLACKFORD.
 HA0856'ABOUT 4.15 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 HA0856'FROM THE STATION AT BLACKFORD, 362 FEET NORTHEAST OF THE
 HA0856'NORTHEAST END OF TRESTLE NO. JE 66.4, 144 FEET NORTHEAST OF THE
 HA0856'NORTHWEST END OF A 30-INCH PIPE CULVERT UNDER THE TRACK, 73 FEET
 HA0856'SOUTHEAST OF TELEPHONE POLE NO. 2007, 8 FEET NORTHWEST OF THE
 HA0856'NORTHWEST RAIL, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF
 HA0856'A SMALL OUTCROPPING OF LIMESTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2845 ***********************************************************************
 GY2845  DESIGNATION -  D 65
 GY2845  PID         -  GY2845
 GY2845  STATE/COUNTY-  KY/WOLFE
 GY2845  USGS QUAD   -  ZACHARIAH (1966)
 GY2845
 GY2845                         *CURRENT SURVEY CONTROL
 GY2845  ___________________________________________________________________
 GY2845* NAD 83(1986)-  37 42 57.     (N)    083 39 46.     (W)     SCALED    
 GY2845* NAVD 88     -       287.910  (meters)     944.58   (feet)  ADJUSTED  
 GY2845  ___________________________________________________________________
 GY2845  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GY2845  DYNAMIC HT  -         287.691 (meters)     943.87  (feet)  COMP
 GY2845  MODELED GRAV-     979,861.9   (mgal)                       NAVD 88
 GY2845
 GY2845  VERT ORDER  -  FIRST     CLASS II
 GY2845
 GY2845.The horizontal coordinates were scaled from a topographic map and have
 GY2845.an estimated accuracy of +/- 6 seconds.
 GY2845
 GY2845.The orthometric height was determined by differential leveling
 GY2845.and adjusted by the National Geodetic Survey in June 1991..
 GY2845
 GY2845.The geoid height was determined by GEOID03.
 GY2845
 GY2845.The dynamic height is computed by dividing the NAVD 88
 GY2845.geopotential number by the normal gravity value computed on the
 GY2845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2845.degrees latitude (g = 980.6199 gals.).
 GY2845
 GY2845.The modeled gravity was interpolated from observed gravity values.
 GY2845
 GY2845;                    North         East    Units  Estimated Accuracy
 GY2845;SPC KY1Z     - 1,155,490.    1,684,000.      MT  (+/- 180 meters Scaled)
 GY2845
 GY2845                          SUPERSEDED SURVEY CONTROL
 GY2845
 GY2845  NGVD 29 (??/??/92)  288.062  (m)          945.08   (f) ADJ UNCH    1 2
 GY2845
 GY2845.Superseded values are not recommended for survey control.
 GY2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2845.See file dsdata.txt to determine how the superseded data were derived.
 GY2845
 GY2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB652776(NAD 83)
 GY2845_MARKER: DB = BENCH MARK DISK
 GY2845_SETTING: 66 = SET IN ROCK OUTCROP
 GY2845_SP_SET: ROCK OUTCROP
 GY2845_STAMPING: D 65 1935 945.083
 GY2845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2845+STABILITY: POSITION/ELEVATION WELL
 GY2845
 GY2845  HISTORY     - Date     Condition        Report By
 GY2845  HISTORY     - 1935     MONUMENTED       CGS
 GY2845  HISTORY     - 1950     GOOD             NGS
 GY2845  HISTORY     - 1958     GOOD             NGS
 GY2845
 GY2845                          STATION DESCRIPTION
 GY2845
 GY2845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2845'1.5 MI NE FROM ZACHARIAH.
 GY2845'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST
 GY2845'OFFICE AT ZACHARIAH, THENCE ABOUT 0.95 MILE NORTHEAST ALONG A ROUGH
 GY2845'ROAD FOLLOWING ABANDONED GRADE OF THE LOUISVILLE AND NASHVILLE
 GY2845'RAILROAD, AT TORRENT, 75 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GY2845'99 1/2 FEET EAST AND ACROSS ROAD FROM THE SOUTHEAST CORNER OF AN
 GY2845'ABANDONED STORE BUILDING, 128 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 GY2845'CORNER OF CHIMNEY AT RUINS OF OLD L. AND N. STATION, SET IN THE
 GY2845'SLANTING TOP OF A LARGE ROCK OUTCROP ON EAST SIDE OF A SMALL
 GY2845'STREAM, 1 FOOT EAST OF THE WEST EDGE OF THE OUTCROP AND ABOUT 3
 GY2845'FEET ABOVE THE ROAD.
 GY2845
 GY2845                          STATION RECOVERY (1958)
 GY2845
 GY2845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1012 ***********************************************************************
 GC1012  DESIGNATION -  D 66
 GC1012  PID         -  GC1012
 GC1012  STATE/COUNTY-  KY/SIMPSON
 GC1012  USGS QUAD   -  FRANKLIN (1994)
 GC1012
 GC1012                         *CURRENT SURVEY CONTROL
 GC1012  ___________________________________________________________________
 GC1012* NAD 83(1986)-  36 42 01.     (N)    086 33 59.     (W)     SCALED    
 GC1012* NAVD 88     -       211.938  (meters)     695.33   (feet)  ADJUSTED  
 GC1012  ___________________________________________________________________
 GC1012  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GC1012  DYNAMIC HT  -         211.762 (meters)     694.76  (feet)  COMP
 GC1012  MODELED GRAV-     979,796.9   (mgal)                       NAVD 88
 GC1012
 GC1012  VERT ORDER  -  SECOND    CLASS 0
 GC1012
 GC1012.The horizontal coordinates were scaled from a topographic map and have
 GC1012.an estimated accuracy of +/- 6 seconds.
 GC1012
 GC1012.The orthometric height was determined by differential leveling
 GC1012.and adjusted by the National Geodetic Survey in June 1991..
 GC1012
 GC1012.The geoid height was determined by GEOID03.
 GC1012
 GC1012.The dynamic height is computed by dividing the NAVD 88
 GC1012.geopotential number by the normal gravity value computed on the
 GC1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1012.degrees latitude (g = 980.6199 gals.).
 GC1012
 GC1012.The modeled gravity was interpolated from observed gravity values.
 GC1012
 GC1012;                    North         East    Units  Estimated Accuracy
 GC1012;SPC KY1Z     - 1,041,050.    1,427,040.      MT  (+/- 180 meters Scaled)
 GC1012
 GC1012                          SUPERSEDED SURVEY CONTROL
 GC1012
 GC1012  NGVD 29 (??/??/92)  212.036  (m)          695.65   (f) ADJ UNCH    2 0
 GC1012
 GC1012.Superseded values are not recommended for survey control.
 GC1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1012.See file dsdata.txt to determine how the superseded data were derived.
 GC1012
 GC1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF387617(NAD 83)
 GC1012_MARKER: DB = BENCH MARK DISK
 GC1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1012_STAMPING: D 66 1935
 GC1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1012+STABILITY: SURFACE MOTION
 GC1012
 GC1012  HISTORY     - Date     Condition        Report By
 GC1012  HISTORY     - 1935     MONUMENTED       CGS
 GC1012  HISTORY     - 20030710 MARK NOT FOUND   KYDT
 GC1012
 GC1012                          STATION DESCRIPTION
 GC1012
 GC1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC1012'1.5 MI S FROM FRANKLIN.
 GC1012'1.5 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1012'FROM THE STATION AT FRANKLIN, SIMPSON COUNTY, 0.2 MILE NORTH
 GC1012'OF MILEPOST L 136, AT A DIRT ROAD CROSSING, 29 FEET EAST OF THE
 GC1012'EAST RAIL, 16 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 2
 GC1012'FEET WEST OF A WIRE FENCE, AND LEVEL WITH THE TRACK.  A STANDARD
 GC1012'DISK, STAMPED D 66 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GC1012
 GC1012                          STATION RECOVERY (2003)
 GC1012
 GC1012'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1392 ***********************************************************************
 GZ1392  DESIGNATION -  D 67
 GZ1392  PID         -  GZ1392
 GZ1392  STATE/COUNTY-  KY/MARION
 GZ1392  USGS QUAD   -  GRAVEL SWITCH (1953)
 GZ1392
 GZ1392                         *CURRENT SURVEY CONTROL
 GZ1392  ___________________________________________________________________
 GZ1392* NAD 83(1986)-  37 33 35.     (N)    085 05 49.     (W)     SCALED    
 GZ1392* NAVD 88     -       285.886  (meters)     937.94   (feet)  ADJUSTED  
 GZ1392  ___________________________________________________________________
 GZ1392  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GZ1392  DYNAMIC HT  -         285.661 (meters)     937.21  (feet)  COMP
 GZ1392  MODELED GRAV-     979,835.8   (mgal)                       NAVD 88
 GZ1392
 GZ1392  VERT ORDER  -  SECOND    CLASS 0
 GZ1392
 GZ1392.The horizontal coordinates were scaled from a topographic map and have
 GZ1392.an estimated accuracy of +/- 6 seconds.
 GZ1392
 GZ1392.The orthometric height was determined by differential leveling
 GZ1392.and adjusted by the National Geodetic Survey in June 1991..
 GZ1392
 GZ1392.The geoid height was determined by GEOID03.
 GZ1392
 GZ1392.The dynamic height is computed by dividing the NAVD 88
 GZ1392.geopotential number by the normal gravity value computed on the
 GZ1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1392.degrees latitude (g = 980.6199 gals.).
 GZ1392
 GZ1392.The modeled gravity was interpolated from observed gravity values.
 GZ1392
 GZ1392;                    North         East    Units  Estimated Accuracy
 GZ1392;SPC KY1Z     - 1,136,310.    1,557,700.      MT  (+/- 180 meters Scaled)
 GZ1392
 GZ1392                          SUPERSEDED SURVEY CONTROL
 GZ1392
 GZ1392  NGVD 29 (??/??/92)  286.024  (m)          938.40   (f) ADJ UNCH    2 0
 GZ1392
 GZ1392.Superseded values are not recommended for survey control.
 GZ1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1392.See file dsdata.txt to determine how the superseded data were derived.
 GZ1392
 GZ1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG680586(NAD 83)
 GZ1392_MARKER: DB = BENCH MARK DISK
 GZ1392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1392_SP_SET: SIGNAL RAILROAD
 GZ1392_STAMPING: D 67 1935
 GZ1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1392
 GZ1392  HISTORY     - Date     Condition        Report By
 GZ1392  HISTORY     - 1935     MONUMENTED       CGS
 GZ1392  HISTORY     - 1951     GOOD             NGS
 GZ1392  HISTORY     - 1983     GOOD             KYDT
 GZ1392  HISTORY     - 20000505 GOOD             WOOLPT
 GZ1392
 GZ1392                          STATION DESCRIPTION
 GZ1392
 GZ1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1392'AT RILEY.
 GZ1392'AT RILEY, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 114 FEET
 GZ1392'EAST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD CROSSING, ABOUT
 GZ1392'37 YARDS EAST OF THE POST OFFICE, 14 1/2 FEET SOUTH OF THE SOUTH
 GZ1392'RAIL, 14 FEET NORTH OF THE CENTER LINE OF A ROAD PARALLEL TO THE
 GZ1392'TRACK, IN THE TOP OF THE CENTER OF AN ABANDONED CONCRETE BASE OF A
 GZ1392'RAILROAD SIGNAL ON SOUTH SIDE OF RAILROAD FILL AND ABOUT 2 FEET
 GZ1392'BELOW THE TRACK.
 GZ1392
 GZ1392                          STATION RECOVERY (1983)
 GZ1392
 GZ1392'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1392'1.5 FEET NORTH OF FIBERGLASS WITNESS POST.
 GZ1392
 GZ1392                          STATION RECOVERY (2000)
 GZ1392
 GZ1392'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 GZ1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0282 ***********************************************************************
 HZ0282  DESIGNATION -  D 68
 HZ0282  PID         -  HZ0282
 HZ0282  STATE/COUNTY-  KY/ANDERSON
 HZ0282  USGS QUAD   -  LAWRENCEBURG (1987)
 HZ0282
 HZ0282                         *CURRENT SURVEY CONTROL
 HZ0282  ___________________________________________________________________
 HZ0282* NAD 83(1986)-  38 02 06.     (N)    084 53 36.     (W)     SCALED    
 HZ0282* NAVD 88     -       243.066  (meters)     797.46   (feet)  ADJUSTED  
 HZ0282  ___________________________________________________________________
 HZ0282  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HZ0282  DYNAMIC HT  -         242.888 (meters)     796.88  (feet)  COMP
 HZ0282  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 HZ0282
 HZ0282  VERT ORDER  -  SECOND    CLASS 0
 HZ0282
 HZ0282.The horizontal coordinates were scaled from a topographic map and have
 HZ0282.an estimated accuracy of +/- 6 seconds.
 HZ0282
 HZ0282.The orthometric height was determined by differential leveling
 HZ0282.and adjusted by the National Geodetic Survey in June 1991..
 HZ0282
 HZ0282.The geoid height was determined by GEOID03.
 HZ0282
 HZ0282.The dynamic height is computed by dividing the NAVD 88
 HZ0282.geopotential number by the normal gravity value computed on the
 HZ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0282.degrees latitude (g = 980.6199 gals.).
 HZ0282
 HZ0282.The modeled gravity was interpolated from observed gravity values.
 HZ0282
 HZ0282;                    North         East    Units  Estimated Accuracy
 HZ0282;SPC KY1Z     - 1,189,200.    1,575,200.      MT  (+/- 180 meters Scaled)
 HZ0282
 HZ0282                          SUPERSEDED SURVEY CONTROL
 HZ0282
 HZ0282  NGVD 29 (??/??/92)  243.207  (m)          797.92   (f) ADJ UNCH    2 0
 HZ0282
 HZ0282.Superseded values are not recommended for survey control.
 HZ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0282.See file dsdata.txt to determine how the superseded data were derived.
 HZ0282
 HZ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH848117(NAD 83)
 HZ0282_MARKER: DB = BENCH MARK DISK
 HZ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0282_STAMPING: D 68 1935
 HZ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0282+STABILITY: SURFACE MOTION
 HZ0282
 HZ0282  HISTORY     - Date     Condition        Report By
 HZ0282  HISTORY     - 1935     MONUMENTED       CGS
 HZ0282  HISTORY     - 1982     GOOD             KYDT
 HZ0282
 HZ0282                          STATION DESCRIPTION
 HZ0282
 HZ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ0282'AT LAWRENCEBURG.
 HZ0282'AT LAWRENCEBURG, ANDERSON COUNTY, ON THE SOUTHERN RAILWAY, 25
 HZ0282'YARDS SOUTH OF THE SOUTHEAST CORNER OF THE STATION, 19.3 FEET
 HZ0282'SOUTHEAST OF THE NORTHEAST CORNER OF A HOTEL, IN THE SOUTHWEST
 HZ0282'ANGLE OF THE FIRST ROAD CROSSING SOUTH OF THE STATION, 18.1 FEET
 HZ0282'WEST OF THE WEST RAIL, AND LEVEL WITH THE TRACK.  A STANDARD
 HZ0282'DISK, STAMPED D 68 1935 AND SET IN THE TOP OF A CONCRETE POST
 HZ0282'PROJECTING 3 INCHES ABOVE GROUND.
 HZ0282
 HZ0282                          STATION RECOVERY (1982)
 HZ0282
 HZ0282'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 HZ0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0818 ***********************************************************************
 HA0818  DESIGNATION -  D 69
 HA0818  PID         -  HA0818
 HA0818  STATE/COUNTY-  KY/HOPKINS
 HA0818  USGS QUAD   -  NORTONVILLE (1963)
 HA0818
 HA0818                         *CURRENT SURVEY CONTROL
 HA0818  ___________________________________________________________________
 HA0818* NAD 83(1986)-  37 09 41.     (N)    087 27 51.     (W)     SCALED    
 HA0818* NAVD 88     -       125.055  (meters)     410.28   (feet)  ADJUSTED  
 HA0818  ___________________________________________________________________
 HA0818  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HA0818  DYNAMIC HT  -         124.962 (meters)     409.98  (feet)  COMP
 HA0818  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 HA0818
 HA0818  VERT ORDER  -  SECOND    CLASS 0
 HA0818
 HA0818.The horizontal coordinates were scaled from a topographic map and have
 HA0818.an estimated accuracy of +/- 6 seconds.
 HA0818
 HA0818.The orthometric height was determined by differential leveling
 HA0818.and adjusted by the National Geodetic Survey in June 1991..
 HA0818
 HA0818.The geoid height was determined by GEOID03.
 HA0818
 HA0818.The dynamic height is computed by dividing the NAVD 88
 HA0818.geopotential number by the normal gravity value computed on the
 HA0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0818.degrees latitude (g = 980.6199 gals.).
 HA0818
 HA0818.The modeled gravity was interpolated from observed gravity values.
 HA0818
 HA0818;                    North         East    Units  Estimated Accuracy
 HA0818;SPC KY1Z     - 1,093,300.    1,347,750.      MT  (+/- 180 meters Scaled)
 HA0818
 HA0818                          SUPERSEDED SURVEY CONTROL
 HA0818
 HA0818  NGVD 29 (??/??/92)  125.139  (m)          410.56   (f) ADJ UNCH    2 0
 HA0818
 HA0818.Superseded values are not recommended for survey control.
 HA0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0818.See file dsdata.txt to determine how the superseded data were derived.
 HA0818
 HA0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG587128(NAD 83)
 HA0818_MARKER: DB = BENCH MARK DISK
 HA0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0818_STAMPING: D 69 1935
 HA0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0818+STABILITY: SURFACE MOTION
 HA0818
 HA0818  HISTORY     - Date     Condition        Report By
 HA0818  HISTORY     - 1935     MONUMENTED       CGS
 HA0818  HISTORY     - 1950     MARK NOT FOUND   USGS
 HA0818  HISTORY     - 1963     MARK NOT FOUND   USGS
 HA0818
 HA0818                          STATION DESCRIPTION
 HA0818
 HA0818'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 HA0818'2.3 MI S FROM NORTONVILLE.
 HA0818'2.3 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HA0818'THE STATION AT NORTONVILLE, HOPKINS COUNTY, 130 YARDS NORTH
 HA0818'OF SIGNAL TOWER 2611, 40 FEET WEST OF THE CENTERLINE OF A PAVED
 HA0818'ROAD, 37.5 FEET SOUTH OF A POLE, 36 FEET EAST OF THE EAST RAIL,
 HA0818'16 FEET WEST OF A FENCE, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 HA0818'A STANDARD DISK, STAMPED D 69 1935 AND SET IN THE TOP OF A
 HA0818'CONCRETE POST.
 HA0818
 HA0818                          STATION RECOVERY (1963)
 HA0818
 HA0818'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HA0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1182 ***********************************************************************
 HZ1182  DESIGNATION -  D 7
 HZ1182  PID         -  HZ1182
 HZ1182  STATE/COUNTY-  KY/SHELBY
 HZ1182  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1182
 HZ1182                         *CURRENT SURVEY CONTROL
 HZ1182  ___________________________________________________________________
 HZ1182* NAD 83(1986)-  38 10 31.     (N)    085 09 21.     (W)     SCALED    
 HZ1182* NAVD 88     -       237.703  (meters)     779.86   (feet)  ADJUSTED  
 HZ1182  ___________________________________________________________________
 HZ1182  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ1182  DYNAMIC HT  -         237.534 (meters)     779.31  (feet)  COMP
 HZ1182  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 HZ1182
 HZ1182  VERT ORDER  -  SECOND    CLASS 0
 HZ1182
 HZ1182.The horizontal coordinates were scaled from a topographic map and have
 HZ1182.an estimated accuracy of +/- 6 seconds.
 HZ1182
 HZ1182.The orthometric height was determined by differential leveling
 HZ1182.and adjusted by the National Geodetic Survey in June 1991..
 HZ1182
 HZ1182.The geoid height was determined by GEOID03.
 HZ1182
 HZ1182.The dynamic height is computed by dividing the NAVD 88
 HZ1182.geopotential number by the normal gravity value computed on the
 HZ1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1182.degrees latitude (g = 980.6199 gals.).
 HZ1182
 HZ1182.The modeled gravity was interpolated from observed gravity values.
 HZ1182
 HZ1182;                    North         East    Units  Estimated Accuracy
 HZ1182;SPC KY1Z     - 1,204,590.    1,552,060.      MT  (+/- 180 meters Scaled)
 HZ1182
 HZ1182                          SUPERSEDED SURVEY CONTROL
 HZ1182
 HZ1182  NGVD 29 (??/??/92)  237.860  (m)          780.38   (f) ADJ UNCH    2 0
 HZ1182
 HZ1182.Superseded values are not recommended for survey control.
 HZ1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1182.See file dsdata.txt to determine how the superseded data were derived.
 HZ1182
 HZ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH615268(NAD 83)
 HZ1182_MARKER: DB = BENCH MARK DISK
 HZ1182_SETTING: 80 = SET IN A BOULDER
 HZ1182_SP_SET: BOULDER
 HZ1182_STAMPING: D 7 1923 KY
 HZ1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1182+STABILITY: SURFACE MOTION
 HZ1182
 HZ1182  HISTORY     - Date     Condition        Report By
 HZ1182  HISTORY     - 1923     MONUMENTED       CGS
 HZ1182  HISTORY     - 1935     GOOD             NGS
 HZ1182
 HZ1182                          STATION DESCRIPTION
 HZ1182
 HZ1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HZ1182'3.8 MI E FROM SHELBYVILLE.
 HZ1182'3.8 MILES EAST ALONG THE SOURR            FROM THE STATION AT
 HZ1182'SHELBYVILLE, SHELBY COUNTY, 42.6 FEET EAST OF THE HOPPER SIDING
 HZ1182'SIGN, 36.2 FEET SOUTH OF THE SOUTH RAIL OF THE SIDING, 10.1
 HZ1182'FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, AND IN THE TOP
 HZ1182'OF A FLAT BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HZ1182'DISK, STAMPED D 7 1923 KY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0764 ***********************************************************************
 HA0764  DESIGNATION -  D 71
 HA0764  PID         -  HA0764
 HA0764  STATE/COUNTY-  KY/MUHLENBERG
 HA0764  USGS QUAD   -  DRAKESBORO (1982)
 HA0764
 HA0764                         *CURRENT SURVEY CONTROL
 HA0764  ___________________________________________________________________
 HA0764* NAD 83(1986)-  37 09 30.     (N)    087 01 47.     (W)     SCALED    
 HA0764* NAVD 88     -       130.460  (meters)     428.02   (feet)  ADJUSTED  
 HA0764  ___________________________________________________________________
 HA0764  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 HA0764  DYNAMIC HT  -         130.362 (meters)     427.70  (feet)  COMP
 HA0764  MODELED GRAV-     979,875.2   (mgal)                       NAVD 88
 HA0764
 HA0764  VERT ORDER  -  SECOND    CLASS 0
 HA0764
 HA0764.The horizontal coordinates were scaled from a topographic map and have
 HA0764.an estimated accuracy of +/- 6 seconds.
 HA0764
 HA0764.The orthometric height was determined by differential leveling
 HA0764.and adjusted by the National Geodetic Survey in June 1991..
 HA0764.WARNING-Repeat measurements at this control monument indicate possible
 HA0764.vertical movement.
 HA0764
 HA0764.The geoid height was determined by GEOID03.
 HA0764
 HA0764.The dynamic height is computed by dividing the NAVD 88
 HA0764.geopotential number by the normal gravity value computed on the
 HA0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0764.degrees latitude (g = 980.6199 gals.).
 HA0764
 HA0764.The modeled gravity was interpolated from observed gravity values.
 HA0764
 HA0764;                    North         East    Units  Estimated Accuracy
 HA0764;SPC KY1Z     - 1,092,340.    1,386,330.      MT  (+/- 180 meters Scaled)
 HA0764
 HA0764                          SUPERSEDED SURVEY CONTROL
 HA0764
 HA0764  NGVD 29 (??/??/92)  130.574  (m)          428.39   (f) ADJ UNCH    2 0
 HA0764
 HA0764.Superseded values are not recommended for survey control.
 HA0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0764.See file dsdata.txt to determine how the superseded data were derived.
 HA0764
 HA0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG973124(NAD 83)
 HA0764_MARKER: DB = BENCH MARK DISK
 HA0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0764_STAMPING: D 71 1935
 HA0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0764+STABILITY: SURFACE MOTION
 HA0764
 HA0764  HISTORY     - Date     Condition        Report By
 HA0764  HISTORY     - 1935     MONUMENTED       CGS
 HA0764  HISTORY     - 1943     GOOD             NGS
 HA0764
 HA0764                          STATION DESCRIPTION
 HA0764
 HA0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0764'AT BELTON.
 HA0764'AT BELTON, MUHLENBERG COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0764'RAILROAD, 6.8 FEET NORTHWEST OF THE NORTHWEST END OF THE
 HA0764'STATION, 0.4 MILE NORTHWEST OF MILEPOST 168, 18.7 FEET NORTHEAST
 HA0764'OF THE NORTHEAST RAIL, 1.7 FEET SOUTHEAST OF A WHITE WOODEN
 HA0764'WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 HA0764'D 71 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 HA0764'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0797 ***********************************************************************
 HA0797  DESIGNATION -  D 72
 HA0797  PID         -  HA0797
 HA0797  STATE/COUNTY-  KY/MCLEAN
 HA0797  USGS QUAD   -  LIVERMORE (1983)
 HA0797
 HA0797                         *CURRENT SURVEY CONTROL
 HA0797  ___________________________________________________________________
 HA0797* NAD 83(1986)-  37 29 33.     (N)    087 07 56.     (W)     SCALED    
 HA0797* NAVD 88     -       124.581  (meters)     408.73   (feet)  ADJUSTED  
 HA0797  ___________________________________________________________________
 HA0797  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HA0797  DYNAMIC HT  -         124.491 (meters)     408.43  (feet)  COMP
 HA0797  MODELED GRAV-     979,909.4   (mgal)                       NAVD 88
 HA0797
 HA0797  VERT ORDER  -  SECOND    CLASS 0
 HA0797
 HA0797.The horizontal coordinates were scaled from a topographic map and have
 HA0797.an estimated accuracy of +/- 6 seconds.
 HA0797
 HA0797.The orthometric height was determined by differential leveling
 HA0797.and adjusted by the National Geodetic Survey in June 1991..
 HA0797
 HA0797.The geoid height was determined by GEOID03.
 HA0797
 HA0797.The dynamic height is computed by dividing the NAVD 88
 HA0797.geopotential number by the normal gravity value computed on the
 HA0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0797.degrees latitude (g = 980.6199 gals.).
 HA0797
 HA0797.The modeled gravity was interpolated from observed gravity values.
 HA0797
 HA0797;                    North         East    Units  Estimated Accuracy
 HA0797;SPC KY1Z     - 1,129,550.    1,377,780.      MT  (+/- 180 meters Scaled)
 HA0797
 HA0797                          SUPERSEDED SURVEY CONTROL
 HA0797
 HA0797  NGVD 29 (??/??/92)  124.686  (m)          409.07   (f) ADJ UNCH    2 0
 HA0797
 HA0797.Superseded values are not recommended for survey control.
 HA0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0797.See file dsdata.txt to determine how the superseded data were derived.
 HA0797
 HA0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG883495(NAD 83)
 HA0797_MARKER: DB = BENCH MARK DISK
 HA0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0797_STAMPING: D 72 1935
 HA0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0797+STABILITY: SURFACE MOTION
 HA0797
 HA0797  HISTORY     - Date     Condition        Report By
 HA0797  HISTORY     - 1935     MONUMENTED       CGS
 HA0797
 HA0797                          STATION DESCRIPTION
 HA0797
 HA0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0797'AT LIVERMORE.
 HA0797'AT LIVERMORE, MCLEAN  COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0797'RAILROAD, 3.8 FEET NORTH OF THE NORTHEAST CORNER OF THE STATION,
 HA0797'AT THE SOUTHWEST CORNER OF A HIGHWAY CROSSING, 28.6 FEET SOUTH
 HA0797'OF THE CENTERLINE OF STATE HIGHWAY 75, 21.3 FEET NORTHWEST
 HA0797'OF THE NORTHWEST RAIL OF A SWITCH, AND ABOUT 1 FOOT HIGHER
 HA0797'THAN THE TRACK.  A STANDARD DISK, STAMPED D 72 1935 AND SET
 HA0797'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0309 ***********************************************************************
 HA0309  DESIGNATION -  D 73
 HA0309  PID         -  HA0309
 HA0309  STATE/COUNTY-  KY/OHIO
 HA0309  USGS QUAD   -  CROMWELL (1971)
 HA0309
 HA0309                         *CURRENT SURVEY CONTROL
 HA0309  ___________________________________________________________________
 HA0309* NAD 83(1986)-  37 19 24.     (N)    086 46 18.     (W)     SCALED    
 HA0309* NAVD 88     -       125.075  (meters)     410.35   (feet)  ADJUSTED  
 HA0309  ___________________________________________________________________
 HA0309  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HA0309  DYNAMIC HT  -         124.980 (meters)     410.04  (feet)  COMP
 HA0309  MODELED GRAV-     979,875.5   (mgal)                       NAVD 88
 HA0309
 HA0309  VERT ORDER  -  SECOND    CLASS 0
 HA0309
 HA0309.The horizontal coordinates were scaled from a topographic map and have
 HA0309.an estimated accuracy of +/- 6 seconds.
 HA0309
 HA0309.The orthometric height was determined by differential leveling
 HA0309.and adjusted by the National Geodetic Survey in June 1991..
 HA0309
 HA0309.The geoid height was determined by GEOID03.
 HA0309
 HA0309.The dynamic height is computed by dividing the NAVD 88
 HA0309.geopotential number by the normal gravity value computed on the
 HA0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0309.degrees latitude (g = 980.6199 gals.).
 HA0309
 HA0309.The modeled gravity was interpolated from observed gravity values.
 HA0309
 HA0309;                    North         East    Units  Estimated Accuracy
 HA0309;SPC KY1Z     - 1,110,370.    1,409,450.      MT  (+/- 180 meters Scaled)
 HA0309
 HA0309                          SUPERSEDED SURVEY CONTROL
 HA0309
 HA0309  NGVD 29 (??/??/92)  125.187  (m)          410.72   (f) ADJ UNCH    2 0
 HA0309
 HA0309.Superseded values are not recommended for survey control.
 HA0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0309.See file dsdata.txt to determine how the superseded data were derived.
 HA0309
 HA0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG202307(NAD 83)
 HA0309_MARKER: DB = BENCH MARK DISK
 HA0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0309_STAMPING: D 73 1935
 HA0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0309+STABILITY: SURFACE MOTION
 HA0309
 HA0309  HISTORY     - Date     Condition        Report By
 HA0309  HISTORY     - 1935     MONUMENTED       CGS
 HA0309  HISTORY     - 1940     GOOD             NGS
 HA0309
 HA0309                          STATION DESCRIPTION
 HA0309
 HA0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HA0309'1.4 MI SE FROM CROMWELL.
 HA0309'1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 231 FROM THE POST OFFICE AT
 HA0309'CROMWELL, OHIO COUNTY, ON THE EAST BANK OF GREEN RIVER, AT A FERRY
 HA0309'LANDING, AT THE TOP OF AN INCLINE LEADING UP FROM THE FERRY, 48.2
 HA0309'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 43.5 FEET WEST OF THE
 HA0309'SOUTHWEST CORNER OF A LOG REFRESHMENT STAND, 2 FEET WEST OF A
 HA0309'TELEPHONE POLE, 0.6 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND
 HA0309'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D
 HA0309'73 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 HA0309'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0027 ***********************************************************************
 GC0027  DESIGNATION -  D 74
 GC0027  PID         -  GC0027
 GC0027  STATE/COUNTY-  KY/WARREN
 GC0027  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0027
 GC0027                         *CURRENT SURVEY CONTROL
 GC0027  ___________________________________________________________________
 GC0027* NAD 83(1986)-  36 59 34.     (N)    086 26 34.     (W)     SCALED    
 GC0027* NAVD 88     -       156.406  (meters)     513.14   (feet)  ADJUSTED  
 GC0027  ___________________________________________________________________
 GC0027  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GC0027  DYNAMIC HT  -         156.285 (meters)     512.75  (feet)  COMP
 GC0027  MODELED GRAV-     979,856.5   (mgal)                       NAVD 88
 GC0027
 GC0027  VERT ORDER  -  FIRST     CLASS I
 GC0027
 GC0027.The horizontal coordinates were scaled from a topographic map and have
 GC0027.an estimated accuracy of +/- 6 seconds.
 GC0027
 GC0027.The orthometric height was determined by differential leveling
 GC0027.and adjusted by the National Geodetic Survey in June 1991..
 GC0027
 GC0027.The geoid height was determined by GEOID03.
 GC0027
 GC0027.The dynamic height is computed by dividing the NAVD 88
 GC0027.geopotential number by the normal gravity value computed on the
 GC0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0027.degrees latitude (g = 980.6199 gals.).
 GC0027
 GC0027.The modeled gravity was interpolated from observed gravity values.
 GC0027
 GC0027;                    North         East    Units  Estimated Accuracy
 GC0027;SPC KY1Z     - 1,073,420.    1,438,330.      MT  (+/- 180 meters Scaled)
 GC0027
 GC0027                          SUPERSEDED SURVEY CONTROL
 GC0027
 GC0027  NGVD 29 (??/??/92)  156.610  (m)          513.81   (f) ADJ UNCH    1 1
 GC0027
 GC0027.Superseded values are not recommended for survey control.
 GC0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0027.See file dsdata.txt to determine how the superseded data were derived.
 GC0027
 GC0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF495942(NAD 83)
 GC0027_MARKER: DB = BENCH MARK DISK
 GC0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0027_SP_SET: BUILDING
 GC0027_STAMPING: D 74 1935
 GC0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0027
 GC0027  HISTORY     - Date     Condition        Report By
 GC0027  HISTORY     - 1935     MONUMENTED       CGS
 GC0027  HISTORY     - 1968     GOOD             NGS
 GC0027
 GC0027                          STATION DESCRIPTION
 GC0027
 GC0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0027'0.8 MI S FROM BOWLING GREEN.
 GC0027'ABOUT 0.45 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0027'RAILROAD FROM THE STATION AT BOWLING GREEN, THENCE 0.35 MILE SOUTHEAST
 GC0027'ALONG 10TH STREET, SET VERTICALLY IN THE NORTHEAST BRICK FACE OF
 GC0027'THE EAST CORNER OF THE WARREN COUNTY COURTHOUSE, 1 1/2 FEET
 GC0027'NORTHWEST OF THE EAST CORNER OF THE COURTHOUSE, 33 1/2 FEET
 GC0027'SOUTHEAST OF THE CENTER OF THE NORTHEAST ENTRANCE TO THE COURTHOUSE,
 GC0027'48 1/2 FEET SOUTHWEST OF THE SOUTHWEST CURB OF 10TH STREET, 160
 GC0027'FEET SOUTHEAST OF THE SOUTHEAST CURB OF COLLEGE STREET, AND ABOUT
 GC0027'3 1/2 FEET ABOVE THE LEVEL OF THE CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0192 ***********************************************************************
 HA0192  DESIGNATION -  D 75
 HA0192  PID         -  HA0192
 HA0192  STATE/COUNTY-  KY/EDMONSON
 HA0192  USGS QUAD   -  RHODA (1979)
 HA0192
 HA0192                         *CURRENT SURVEY CONTROL
 HA0192  ___________________________________________________________________
 HA0192* NAD 83(1986)-  37 09 24.     (N)    086 13 33.     (W)     SCALED    
 HA0192* NAVD 88     -       170.281  (meters)     558.66   (feet)  ADJUSTED  
 HA0192  ___________________________________________________________________
 HA0192  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HA0192  DYNAMIC HT  -         170.151 (meters)     558.24  (feet)  COMP
 HA0192  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 HA0192
 HA0192  VERT ORDER  -  SECOND    CLASS 0
 HA0192
 HA0192.The horizontal coordinates were scaled from a topographic map and have
 HA0192.an estimated accuracy of +/- 6 seconds.
 HA0192
 HA0192.The orthometric height was determined by differential leveling
 HA0192.and adjusted by the National Geodetic Survey in June 1991..
 HA0192.WARNING-Repeat measurements at this control monument indicate possible
 HA0192.vertical movement.
 HA0192
 HA0192.The geoid height was determined by GEOID03.
 HA0192
 HA0192.The dynamic height is computed by dividing the NAVD 88
 HA0192.geopotential number by the normal gravity value computed on the
 HA0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0192.degrees latitude (g = 980.6199 gals.).
 HA0192
 HA0192.The modeled gravity was interpolated from observed gravity values.
 HA0192
 HA0192;                    North         East    Units  Estimated Accuracy
 HA0192;SPC KY1Z     - 1,091,490.    1,457,730.      MT  (+/- 180 meters Scaled)
 HA0192
 HA0192                          SUPERSEDED SURVEY CONTROL
 HA0192
 HA0192  NGVD 29 (??/??/92)  170.397  (m)          559.04   (f) ADJ UNCH    2 0
 HA0192
 HA0192.Superseded values are not recommended for survey control.
 HA0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0192.See file dsdata.txt to determine how the superseded data were derived.
 HA0192
 HA0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG687125(NAD 83)
 HA0192_MARKER: DB = BENCH MARK DISK
 HA0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0192_STAMPING: D 75 1935
 HA0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0192+STABILITY: SURFACE MOTION
 HA0192
 HA0192  HISTORY     - Date     Condition        Report By
 HA0192  HISTORY     - 1935     MONUMENTED       CGS
 HA0192  HISTORY     - 1953     POOR             USGS
 HA0192
 HA0192                          STATION DESCRIPTION
 HA0192
 HA0192'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HA0192'4.2 MI SE FROM BROWNSVILLE.
 HA0192'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 65 FROM THE COUNTY
 HA0192'COURTHOUSE AT BROWNSVILLE, EDMONSON COUNTY, 73 YARDS SOUTHWEST
 HA0192'OF THE SOUTHWEST CORNER OF THE C. WOOSTER HOUSE, 68 YARDS
 HA0192'NORTHWEST OF THE NORTHWEST CORNER OF A PRIVATE DWELLING (FORMERLY
 HA0192'THE CASH STORE), 31.6 FEET NORTHEAST OF THE CENTERLINE OF THE
 HA0192'RUSSELLVILLE ROAD, 27 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HA0192'HIGHWAY, AND 2 FEET NORTHEAST OF A TELEPHONE POLE.  A STANDARD
 HA0192'DISK, STAMPED D 75 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HA0192'NOTE-- DISK MUTILATED AND POST IN BAD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0238 ***********************************************************************
 HA0238  DESIGNATION -  D 76
 HA0238  PID         -  HA0238
 HA0238  STATE/COUNTY-  KY/GRAYSON
 HA0238  USGS QUAD   -  LEITCHFIELD (1967)
 HA0238
 HA0238                         *CURRENT SURVEY CONTROL
 HA0238  ___________________________________________________________________
 HA0238* NAD 83(1986)-  37 29 04.     (N)    086 17 34.     (W)     SCALED    
 HA0238* NAVD 88     -       221.991  (meters)     728.32   (feet)  ADJUSTED  
 HA0238  ___________________________________________________________________
 HA0238  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HA0238  DYNAMIC HT  -         221.825 (meters)     727.77  (feet)  COMP
 HA0238  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 HA0238
 HA0238  VERT ORDER  -  SECOND    CLASS 0
 HA0238
 HA0238.The horizontal coordinates were scaled from a topographic map and have
 HA0238.an estimated accuracy of +/- 6 seconds.
 HA0238
 HA0238.The orthometric height was determined by differential leveling
 HA0238.and adjusted by the National Geodetic Survey in June 1991..
 HA0238
 HA0238.The geoid height was determined by GEOID03.
 HA0238
 HA0238.The dynamic height is computed by dividing the NAVD 88
 HA0238.geopotential number by the normal gravity value computed on the
 HA0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0238.degrees latitude (g = 980.6199 gals.).
 HA0238
 HA0238.The modeled gravity was interpolated from observed gravity values.
 HA0238
 HA0238;                    North         East    Units  Estimated Accuracy
 HA0238;SPC KY1Z     - 1,127,890.    1,452,000.      MT  (+/- 180 meters Scaled)
 HA0238
 HA0238                          SUPERSEDED SURVEY CONTROL
 HA0238
 HA0238  NGVD 29 (??/??/92)  222.112  (m)          728.71   (f) ADJ UNCH    2 0
 HA0238
 HA0238.Superseded values are not recommended for survey control.
 HA0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0238.See file dsdata.txt to determine how the superseded data were derived.
 HA0238
 HA0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG625488(NAD 83)
 HA0238_MARKER: DB = BENCH MARK DISK
 HA0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0238_STAMPING: D 76 1935
 HA0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0238+STABILITY: SURFACE MOTION
 HA0238
 HA0238  HISTORY     - Date     Condition        Report By
 HA0238  HISTORY     - 1935     MONUMENTED       CGS
 HA0238  HISTORY     - 1954     MARK NOT FOUND   USGS
 HA0238
 HA0238                          STATION DESCRIPTION
 HA0238
 HA0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0238'AT LEITCHFIELD.
 HA0238'AT LEITCHFIELD, ON THE PRINCETON TO LOUISVILLE BRANCH OF THE
 HA0238'ICRR, ON CONCRETE BASE OF GULF GAS SIGN AT SOUTH END OF WOODWARD
 HA0238'AND BROWN SERVICE STATION.  45 FEET NORTHWEST OF JUNCTION OF
 HA0238'HIGHWAYS NO. 65 AND U.S. NO. 62, 24 FEET 5 INCHES WEST OF
 HA0238'CENTERLINE OF HIGHWAY NO. 65, 2 FEET ABOVE GRADE OF ROAD.  IN
 HA0238'TOP OF CONCRETE FOUNDATION.
 HA0238
 HA0238                          STATION RECOVERY (1954)
 HA0238
 HA0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HA0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0379 ***********************************************************************
 HA0379  DESIGNATION -  D 77
 HA0379  PID         -  HA0379
 HA0379  STATE/COUNTY-  KY/DAVIESS
 HA0379  USGS QUAD   -  PHILPOT (1973)
 HA0379
 HA0379                         *CURRENT SURVEY CONTROL
 HA0379  ___________________________________________________________________
 HA0379* NAD 83(1986)-  37 43 38.     (N)    086 59 30.     (W)     SCALED    
 HA0379* NAVD 88     -       121.584  (meters)     398.90   (feet)  ADJUSTED  
 HA0379  ___________________________________________________________________
 HA0379  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HA0379  DYNAMIC HT  -         121.501 (meters)     398.62  (feet)  COMP
 HA0379  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 HA0379
 HA0379  VERT ORDER  -  SECOND    CLASS 0
 HA0379
 HA0379.The horizontal coordinates were scaled from a topographic map and have
 HA0379.an estimated accuracy of +/- 6 seconds.
 HA0379
 HA0379.The orthometric height was determined by differential leveling
 HA0379.and adjusted by the National Geodetic Survey in June 1991..
 HA0379
 HA0379.The geoid height was determined by GEOID03.
 HA0379
 HA0379.The dynamic height is computed by dividing the NAVD 88
 HA0379.geopotential number by the normal gravity value computed on the
 HA0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0379.degrees latitude (g = 980.6199 gals.).
 HA0379
 HA0379.The modeled gravity was interpolated from observed gravity values.
 HA0379
 HA0379;                    North         East    Units  Estimated Accuracy
 HA0379;SPC KY1Z     - 1,155,430.    1,390,550.      MT  (+/- 180 meters Scaled)
 HA0379
 HA0379                          SUPERSEDED SURVEY CONTROL
 HA0379
 HA0379  NGVD 29 (??/??/92)  121.691  (m)          399.25   (f) ADJ UNCH    2 0
 HA0379
 HA0379.Superseded values are not recommended for survey control.
 HA0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0379.See file dsdata.txt to determine how the superseded data were derived.
 HA0379
 HA0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG007755(NAD 83)
 HA0379_MARKER: DB = BENCH MARK DISK
 HA0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0379_STAMPING: D 77 1935
 HA0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0379+STABILITY: SURFACE MOTION
 HA0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0379+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 HA0379
 HA0379  HISTORY     - Date     Condition        Report By
 HA0379  HISTORY     - 1935     MONUMENTED       CGS
 HA0379  HISTORY     - 20000828 MARK NOT FOUND   LOCSUR
 HA0379  HISTORY     - 20050516 GOOD             KYTC
 HA0379
 HA0379                          STATION DESCRIPTION
 HA0379
 HA0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0379'0.6 MI NW FROM PHILPOT.
 HA0379'0.6 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0379'STATION AT PHILPOT, DAVIESS COUNTY, 0.3 MILE WEST OF MILEPOST
 HA0379'HB 33-0 8, AT A ROAD CROSSING, 36 FEET WEST OF THE CENTERLINE
 HA0379'OF THE WARE ROAD, 28.3 FEET NORTH OF THE NORTH RAIL, 10 FEET
 HA0379'SOUTHEAST OF A 20-INCH WALNUT TREE, 6.7 FEET SOUTH OF THE FENCE,
 HA0379'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED D 77 1935 AND
 HA0379'SET IN THE TOP OF A CONCRETE POST.
 HA0379
 HA0379                          STATION RECOVERY (2000)
 HA0379
 HA0379'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JS)
 HA0379'MARK NOT FOUND BY PHOTO SCIENCE, INC.
 HA0379
 HA0379                          STATION RECOVERY (2005)
 HA0379
 HA0379'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 HA0379'MARK IS 10 FEET SOUTHEAST OF A 40 INCH WALNUT TREE AND 1 FOOT EAST OF
 HA0379'A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0346 ***********************************************************************
 HA0346  DESIGNATION -  D 78
 HA0346  PID         -  HA0346
 HA0346  STATE/COUNTY-  KY/OHIO
 HA0346  USGS QUAD   -  ROSINE (1971)
 HA0346
 HA0346                         *CURRENT SURVEY CONTROL
 HA0346  ___________________________________________________________________
 HA0346* NAD 83(1986)-  37 26 32.     (N)    086 38 19.     (W)     SCALED    
 HA0346* NAVD 88     -       134.788  (meters)     442.22   (feet)  ADJUSTED  
 HA0346  ___________________________________________________________________
 HA0346  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HA0346  DYNAMIC HT  -         134.688 (meters)     441.89  (feet)  COMP
 HA0346  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 HA0346
 HA0346  VERT ORDER  -  SECOND    CLASS 0
 HA0346
 HA0346.The horizontal coordinates were scaled from a topographic map and have
 HA0346.an estimated accuracy of +/- 6 seconds.
 HA0346
 HA0346.The orthometric height was determined by differential leveling
 HA0346.and adjusted by the National Geodetic Survey in June 1991..
 HA0346
 HA0346.The geoid height was determined by GEOID03.
 HA0346
 HA0346.The dynamic height is computed by dividing the NAVD 88
 HA0346.geopotential number by the normal gravity value computed on the
 HA0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0346.degrees latitude (g = 980.6199 gals.).
 HA0346
 HA0346.The modeled gravity was interpolated from observed gravity values.
 HA0346
 HA0346;                    North         East    Units  Estimated Accuracy
 HA0346;SPC KY1Z     - 1,123,440.    1,421,370.      MT  (+/- 180 meters Scaled)
 HA0346
 HA0346                          SUPERSEDED SURVEY CONTROL
 HA0346
 HA0346  NGVD 29 (??/??/92)  134.901  (m)          442.59   (f) ADJ UNCH    2 0
 HA0346
 HA0346.Superseded values are not recommended for survey control.
 HA0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0346.See file dsdata.txt to determine how the superseded data were derived.
 HA0346
 HA0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG319439(NAD 83)
 HA0346_MARKER: DB = BENCH MARK DISK
 HA0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0346_STAMPING: D 78 1935
 HA0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0346+STABILITY: SURFACE MOTION
 HA0346
 HA0346  HISTORY     - Date     Condition        Report By
 HA0346  HISTORY     - 1935     MONUMENTED       CGS
 HA0346
 HA0346                          STATION DESCRIPTION
 HA0346
 HA0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0346'2.5 MI E FROM HORSE BRANCH.
 HA0346'2.5 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0346'STATION AT HORSE BRANCH, OHIO COUNTY, 16 FEET NORTH OF SIGNAL
 HA0346'J 932, 14 FEET SOUTHWEST OF TELEPHONE POLE 4096, AT SIGNAL J 931,
 HA0346'IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION,
 HA0346'6.7 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT HIGHER THAN
 HA0346'THE TRACK.  A STANDARD DISK, STAMPED D 78 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0120 ***********************************************************************
 HA0120  DESIGNATION -  D 79
 HA0120  PID         -  HA0120
 HA0120  STATE/COUNTY-  KY/HARDIN
 HA0120  USGS QUAD   -  SUMMIT (1991)
 HA0120
 HA0120                         *CURRENT SURVEY CONTROL
 HA0120  ___________________________________________________________________
 HA0120* NAD 83(1986)-  37 37 26.     (N)    086 01 08.     (W)     SCALED    
 HA0120* NAVD 88     -       209.332  (meters)     686.78   (feet)  ADJUSTED  
 HA0120  ___________________________________________________________________
 HA0120  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HA0120  DYNAMIC HT  -         209.173 (meters)     686.26  (feet)  COMP
 HA0120  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 HA0120
 HA0120  VERT ORDER  -  SECOND    CLASS 0
 HA0120
 HA0120.The horizontal coordinates were scaled from a topographic map and have
 HA0120.an estimated accuracy of +/- 6 seconds.
 HA0120
 HA0120.The orthometric height was determined by differential leveling
 HA0120.and adjusted by the National Geodetic Survey in June 1991..
 HA0120
 HA0120.The geoid height was determined by GEOID03.
 HA0120
 HA0120.The dynamic height is computed by dividing the NAVD 88
 HA0120.geopotential number by the normal gravity value computed on the
 HA0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0120.degrees latitude (g = 980.6199 gals.).
 HA0120
 HA0120.The modeled gravity was interpolated from observed gravity values.
 HA0120
 HA0120;                    North         East    Units  Estimated Accuracy
 HA0120;SPC KY1Z     - 1,143,260.    1,476,270.      MT  (+/- 180 meters Scaled)
 HA0120
 HA0120                          SUPERSEDED SURVEY CONTROL
 HA0120
 HA0120  NGVD 29 (??/??/92)  209.447  (m)          687.16   (f) ADJ UNCH    2 0
 HA0120
 HA0120.Superseded values are not recommended for survey control.
 HA0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0120.See file dsdata.txt to determine how the superseded data were derived.
 HA0120
 HA0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG865645(NAD 83)
 HA0120_MARKER: DB = BENCH MARK DISK
 HA0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0120_STAMPING: D 79 1935
 HA0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0120+STABILITY: SURFACE MOTION
 HA0120
 HA0120  HISTORY     - Date     Condition        Report By
 HA0120  HISTORY     - 1935     MONUMENTED       CGS
 HA0120  HISTORY     - 1948     GOOD             USGS
 HA0120  HISTORY     - 1988     POOR             USPSQD
 HA0120
 HA0120                          STATION DESCRIPTION
 HA0120
 HA0120'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HA0120'AT STEPHENSBURG.
 HA0120'AT STEPHENSBURG, HARDIN COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 HA0120'65 FEET EAST OF THE EAST SIDE OF THE STATION, 96 FEET NORTH OF
 HA0120'THE NORTH CORNER OF THE BARNES AND PIRTLE STORE IN 1935, OPPOSITE
 HA0120'THE ENTRANCE TO THE S. BARNES HOUSE, 15 FEET NORTH OF THE NORTH
 HA0120'RAIL OF A SIDING, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 HA0120'STANDARD DISK, STAMPED D 79 1935 AND SET IN THE TOP OF A CONCRETE
 HA0120'POST.
 HA0120
 HA0120                          STATION RECOVERY (1988)
 HA0120
 HA0120'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 HA0120'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1724 ***********************************************************************
 GC1724  DESIGNATION -  D 8
 GC1724  PID         -  GC1724
 GC1724  STATE/COUNTY-  KY/CHRISTIAN
 GC1724  USGS QUAD   -  GRACEY (1974)
 GC1724
 GC1724                         *CURRENT SURVEY CONTROL
 GC1724  ___________________________________________________________________
 GC1724* NAD 83(1986)-  36 52 37.     (N)    087 39 52.     (W)     SCALED    
 GC1724* NAVD 88     -       155.281  (meters)     509.45   (feet)  ADJUSTED  
 GC1724  ___________________________________________________________________
 GC1724  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC1724  DYNAMIC HT  -         155.160 (meters)     509.05  (feet)  COMP
 GC1724  MODELED GRAV-     979,850.1   (mgal)                       NAVD 88
 GC1724
 GC1724  VERT ORDER  -  FIRST     CLASS I
 GC1724
 GC1724.The horizontal coordinates were scaled from a topographic map and have
 GC1724.an estimated accuracy of +/- 6 seconds.
 GC1724
 GC1724.The orthometric height was determined by differential leveling
 GC1724.and adjusted by the National Geodetic Survey in June 1991..
 GC1724
 GC1724.The geoid height was determined by GEOID03.
 GC1724
 GC1724.The dynamic height is computed by dividing the NAVD 88
 GC1724.geopotential number by the normal gravity value computed on the
 GC1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1724.degrees latitude (g = 980.6199 gals.).
 GC1724
 GC1724.The modeled gravity was interpolated from observed gravity values.
 GC1724
 GC1724;                    North         East    Units  Estimated Accuracy
 GC1724;SPC KY1Z     - 1,062,090.    1,329,320.      MT  (+/- 180 meters Scaled)
 GC1724
 GC1724                          SUPERSEDED SURVEY CONTROL
 GC1724
 GC1724  NGVD 29 (??/??/92)  155.358  (m)          509.70   (f) ADJ UNCH    1 1
 GC1724
 GC1724.Superseded values are not recommended for survey control.
 GC1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1724.See file dsdata.txt to determine how the superseded data were derived.
 GC1724
 GC1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF407814(NAD 83)
 GC1724_MARKER: DB = BENCH MARK DISK
 GC1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1724_STAMPING: D 8 1921
 GC1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1724+STABILITY: SURFACE MOTION
 GC1724
 GC1724  HISTORY     - Date     Condition        Report By
 GC1724  HISTORY     - 1921     MONUMENTED       CGS
 GC1724  HISTORY     - 1968     GOOD             NGS
 GC1724
 GC1724                          STATION DESCRIPTION
 GC1724
 GC1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1724'0.2 MI W FROM GRACEY.
 GC1724'ABOUT 0.2 MILE SOUTHWEST ALONG A PAVED STREET FROM THE ILLINOIS
 GC1724'CENTRAL RAILROAD STATION AT GRACEY, 119 YARDS NORTHEAST OF THE
 GC1724'CENTER OF THE JUNCTION OF THE STREET AND U.S. HIGHWAY 68 AND
 GC1724'STATE HIGHWAY 80, 60 YARDS NORTH OF THE NORTH CORNER OF THE POST
 GC1724'OFFICE, 29 FEET SOUTHEAST OF THE CENTERLINE OF THE PAVED STREET,
 GC1724'27 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BELL TELEPHONE
 GC1724'COMPANY MAINTENANCE BUILDING, 52 1/2 FEET SOUTHEAST OF A FENCE
 GC1724'CORNER POST, 2 1/2 FEET NORTHEAST OF A NORTHWEST-SOUTHEAST FENCE,
 GC1724'ABOUT 1 FOOT ABOVE THE LEVEL OF MAIN STREET AND SET IN THE TOP OF
 GC1724'A CONCRETE POST PROJECTING 2 INCHES ABOVE THE SURFACE OF THE
 GC1724'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1185 ***********************************************************************
 HZ1185  DESIGNATION -  D 8
 HZ1185  PID         -  HZ1185
 HZ1185  STATE/COUNTY-  KY/SHELBY
 HZ1185  USGS QUAD   -  WADDY (1984)
 HZ1185
 HZ1185                         *CURRENT SURVEY CONTROL
 HZ1185  ___________________________________________________________________
 HZ1185* NAD 83(1986)-  38 08 56.     (N)    085 07 10.     (W)     SCALED    
 HZ1185* NAVD 88     -       233.188  (meters)     765.05   (feet)  POSTED    
 HZ1185  ___________________________________________________________________
 HZ1185  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HZ1185  DYNAMIC HT  -         233.020 (meters)     764.50  (feet)  COMP
 HZ1185  MODELED GRAV-     979,907.7   (mgal)                       NAVD 88
 HZ1185
 HZ1185  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 HZ1185
 HZ1185.The horizontal coordinates were scaled from a topographic map and have
 HZ1185.an estimated accuracy of +/- 6 seconds.
 HZ1185
 HZ1185.The orthometric height was determined by differential leveling
 HZ1185.and adjusted by the National Geodetic Survey in 1992..
 HZ1185.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 HZ1185.rate greater than 8.0 mm/km.
 HZ1185
 HZ1185.The geoid height was determined by GEOID03.
 HZ1185
 HZ1185.The dynamic height is computed by dividing the NAVD 88
 HZ1185.geopotential number by the normal gravity value computed on the
 HZ1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1185.degrees latitude (g = 980.6199 gals.).
 HZ1185
 HZ1185.The modeled gravity was interpolated from observed gravity values.
 HZ1185
 HZ1185;                    North         East    Units  Estimated Accuracy
 HZ1185;SPC KY1Z     - 1,201,680.    1,555,270.      MT  (+/- 180 meters Scaled)
 HZ1185
 HZ1185                          SUPERSEDED SURVEY CONTROL
 HZ1185
 HZ1185  NGVD 29 (??/??/92)  233.346  (m)          765.57   (f) ADJ UNCH    2 0
 HZ1185
 HZ1185.Superseded values are not recommended for survey control.
 HZ1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1185.See file dsdata.txt to determine how the superseded data were derived.
 HZ1185
 HZ1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH647240(NAD 83)
 HZ1185_MARKER: DB = BENCH MARK DISK
 HZ1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1185_STAMPING: D 8 1923 KY
 HZ1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1185+STABILITY: SURFACE MOTION
 HZ1185
 HZ1185  HISTORY     - Date     Condition        Report By
 HZ1185  HISTORY     - 1923     MONUMENTED       USGS
 HZ1185  HISTORY     - 1935     GOOD             NGS
 HZ1185
 HZ1185                          STATION DESCRIPTION
 HZ1185
 HZ1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HZ1185'7 MI E FROM SHELBYVILLE.
 HZ1185'7.0 MILES EAST ALONG THE SOURR            FROM THE STATION AT
 HZ1185'SHELBYVILLE, SHELBY COUNTY, AT HEMP RIDGE, 47 YARDS NORTHWEST
 HZ1185'OF THE CENTER OF A DIRT-ROAD CROSSING, 70.8 FEET NORTH OF THE
 HZ1185'NORTH RAIL OF THE MAIN TRACK, 14.9 FEET SOUTHWEST OF THE CENTERLINE
 HZ1185'OF THE ROAD, AND ABOUT 11 FEET HIGHER THAN THE TRACK.  A UNITED
 HZ1185'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED D 8 1923 KY
 HZ1185'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 HZ1185'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0365 ***********************************************************************
 HA0365  DESIGNATION -  D 80
 HA0365  PID         -  HA0365
 HA0365  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0365  USGS QUAD   -  GLEN DEAN (1993)
 HA0365
 HA0365                         *CURRENT SURVEY CONTROL
 HA0365  ___________________________________________________________________
 HA0365* NAD 83(1986)-  37 38 34.     (N)    086 36 45.     (W)     SCALED    
 HA0365* NAVD 88     -       159.565  (meters)     523.51   (feet)  POSTED    
 HA0365  ___________________________________________________________________
 HA0365  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HA0365  DYNAMIC HT  -         159.450 (meters)     523.13  (feet)  COMP
 HA0365  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 HA0365
 HA0365  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HA0365
 HA0365.The horizontal coordinates were scaled from a topographic map and have
 HA0365.an estimated accuracy of +/- 6 seconds.
 HA0365
 HA0365.The orthometric height was determined by differential leveling
 HA0365.and adjusted by the National Geodetic Survey in 1992..
 HA0365.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HA0365.rate of 2.1 thru 3.0 mm/km.
 HA0365
 HA0365.The geoid height was determined by GEOID03.
 HA0365
 HA0365.The dynamic height is computed by dividing the NAVD 88
 HA0365.geopotential number by the normal gravity value computed on the
 HA0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0365.degrees latitude (g = 980.6199 gals.).
 HA0365
 HA0365.The modeled gravity was interpolated from observed gravity values.
 HA0365
 HA0365;                    North         East    Units  Estimated Accuracy
 HA0365;SPC KY1Z     - 1,145,680.    1,423,890.      MT  (+/- 180 meters Scaled)
 HA0365
 HA0365                          SUPERSEDED SURVEY CONTROL
 HA0365
 HA0365  NGVD 29 (??/??/92)  159.688  (m)          523.91   (f) ADJ UNCH    2 0
 HA0365
 HA0365.Superseded values are not recommended for survey control.
 HA0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0365.See file dsdata.txt to determine how the superseded data were derived.
 HA0365
 HA0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG341662(NAD 83)
 HA0365_MARKER: DB = BENCH MARK DISK
 HA0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0365_STAMPING: D 80 1935
 HA0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0365+STABILITY: SURFACE MOTION
 HA0365
 HA0365  HISTORY     - Date     Condition        Report By
 HA0365  HISTORY     - 1935     MONUMENTED       CGS
 HA0365
 HA0365                          STATION DESCRIPTION
 HA0365
 HA0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0365'AT VAN ZANDT.
 HA0365'AT VAN ZANDT, BRECKINRIDGE COUNTY, ON THE ABANDONED LOUISVILLE
 HA0365'AND NASHVILLE RAILROAD, 43 FEET SOUTH OF THE CENTERLINE OF A
 HA0365'ROAD, 18.5 FEET NORTH OF THE ROADBED, 5.5 FEET NORTHWEST OF A
 HA0365'TELEPHONE POLE, AND ABOUT ONE FOOT LOWER THAN THE ROADBED.  A
 HA0365'STANDARD DISK, STAMPED D 80 1935 AND SET IN THE TOP OF A CONCRETE
 HA0365'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0806 ***********************************************************************
 HY0806  DESIGNATION -  D 84
 HY0806  PID         -  HY0806
 HY0806  STATE/COUNTY-  KY/BOYD
 HY0806  USGS QUAD   -  CATLETTSBURG (1985)
 HY0806
 HY0806                         *CURRENT SURVEY CONTROL
 HY0806  ___________________________________________________________________
 HY0806* NAD 83(1986)-  38 24 45.     (N)    082 35 56.     (W)     SCALED    
 HY0806* NAVD 88     -       169.137  (meters)     554.91   (feet)  ADJUSTED  
 HY0806  ___________________________________________________________________
 HY0806  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HY0806  DYNAMIC HT  -         169.023 (meters)     554.54  (feet)  COMP
 HY0806  MODELED GRAV-     979,953.8   (mgal)                       NAVD 88
 HY0806
 HY0806  VERT ORDER  -  FIRST     CLASS II
 HY0806
 HY0806.The horizontal coordinates were scaled from a topographic map and have
 HY0806.an estimated accuracy of +/- 6 seconds.
 HY0806
 HY0806.The orthometric height was determined by differential leveling
 HY0806.and adjusted by the National Geodetic Survey in June 1991..
 HY0806.WARNING-Repeat measurements at this control monument indicate possible
 HY0806.vertical movement.
 HY0806
 HY0806.The geoid height was determined by GEOID03.
 HY0806
 HY0806.The dynamic height is computed by dividing the NAVD 88
 HY0806.geopotential number by the normal gravity value computed on the
 HY0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0806.degrees latitude (g = 980.6199 gals.).
 HY0806
 HY0806.The modeled gravity was interpolated from observed gravity values.
 HY0806
 HY0806;                    North         East    Units  Estimated Accuracy
 HY0806;SPC KY1Z     - 1,235,400.    1,775,150.      MT  (+/- 180 meters Scaled)
 HY0806
 HY0806                          SUPERSEDED SURVEY CONTROL
 HY0806
 HY0806  NGVD 29 (??/??/92)  169.316  (m)          555.50   (f) ADJ UNCH    1 2
 HY0806
 HY0806.Superseded values are not recommended for survey control.
 HY0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0806.See file dsdata.txt to determine how the superseded data were derived.
 HY0806
 HY0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC604527(NAD 83)
 HY0806_MARKER: DB = BENCH MARK DISK
 HY0806_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HY0806_STAMPING: 555.573 D 84 1935
 HY0806_MARK LOGO: CGS   
 HY0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0806+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2000
 HY0806
 HY0806  HISTORY     - Date     Condition        Report By
 HY0806  HISTORY     - 1935     MONUMENTED       CGS
 HY0806  HISTORY     - 1956     GOOD             NGS
 HY0806  HISTORY     - 1969     GOOD             NGS
 HY0806  HISTORY     - 1984     GOOD             KYDT
 HY0806  HISTORY     - 1984     GOOD             NGS
 HY0806  HISTORY     - 20000425 GOOD             KYDT
 HY0806
 HY0806                          STATION DESCRIPTION
 HY0806
 HY0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0806'AT CATLETTSBURG.
 HY0806'AT CATLETTSBURG, AT OVERPASS OF CHESAPEAKE AND OHIO RAILWAY OVER
 HY0806'U.S. HIGHWAY 23, IN THE TOP OF THE WEST END OF THE WEST RETAINING
 HY0806'WALL OF NORTH CONCRETE ABUTMENT, 8 FEET WEST OF WEST RAIL AND 2
 HY0806'FEET BELOW LEVEL OF TRACK.
 HY0806
 HY0806                          STATION RECOVERY (1969)
 HY0806
 HY0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HY0806'RECOVERED IN GOOD CONDITION.
 HY0806
 HY0806                          STATION RECOVERY (1984)
 HY0806
 HY0806'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 HY0806'RECOVERED IN GOOD CONDITION.
 HY0806
 HY0806                          STATION RECOVERY (1984)
 HY0806
 HY0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0806'RECOVERED IN GOOD CONDITION.
 HY0806
 HY0806                          STATION RECOVERY (2000)
 HY0806
 HY0806'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0850 ***********************************************************************
 HY0850  DESIGNATION -  D 85
 HY0850  PID         -  HY0850
 HY0850  STATE/COUNTY-  KY/LAWRENCE
 HY0850  USGS QUAD   -  ADAMS (1993)
 HY0850
 HY0850                         *CURRENT SURVEY CONTROL
 HY0850  ___________________________________________________________________
 HY0850* NAD 83(1986)-  38 00 27.     (N)    082 39 38.     (W)     SCALED    
 HY0850* NAVD 88     -       182.061  (meters)     597.31   (feet)  ADJUSTED  
 HY0850  ___________________________________________________________________
 HY0850  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY0850  DYNAMIC HT  -         181.930 (meters)     596.88  (feet)  COMP
 HY0850  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 HY0850
 HY0850  VERT ORDER  -  SECOND    CLASS 0
 HY0850
 HY0850.The horizontal coordinates were scaled from a topographic map and have
 HY0850.an estimated accuracy of +/- 6 seconds.
 HY0850
 HY0850.The orthometric height was determined by differential leveling
 HY0850.and adjusted by the National Geodetic Survey in June 1991..
 HY0850
 HY0850.The geoid height was determined by GEOID03.
 HY0850
 HY0850.The dynamic height is computed by dividing the NAVD 88
 HY0850.geopotential number by the normal gravity value computed on the
 HY0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0850.degrees latitude (g = 980.6199 gals.).
 HY0850
 HY0850.The modeled gravity was interpolated from observed gravity values.
 HY0850
 HY0850;                    North         East    Units  Estimated Accuracy
 HY0850;SPC KY1Z     - 1,190,290.    1,771,250.      MT  (+/- 180 meters Scaled)
 HY0850
 HY0850                          SUPERSEDED SURVEY CONTROL
 HY0850
 HY0850  NGVD 29 (??/??/92)  182.276  (m)          598.02   (f) ADJ UNCH    2 0
 HY0850
 HY0850.Superseded values are not recommended for survey control.
 HY0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0850.See file dsdata.txt to determine how the superseded data were derived.
 HY0850
 HY0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC542079(NAD 83)
 HY0850_MARKER: DB = BENCH MARK DISK
 HY0850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0850_SP_SET: SCALE FOUNDATION
 HY0850_STAMPING: D 85 1935 598.017
 HY0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0850
 HY0850  HISTORY     - Date     Condition        Report By
 HY0850  HISTORY     - 1935     MONUMENTED       CGS
 HY0850  HISTORY     - 1956     GOOD             NGS
 HY0850
 HY0850                          STATION DESCRIPTION
 HY0850
 HY0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0850'3.2 MI S FROM CHAPMAN.
 HY0850'3.2 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 HY0850'STATION AT CHAPMAN, 0.2 MILE (7 POLES) SOUTHWEST OF MILEPOST 36,
 HY0850'0.2 MILE SOUTHWEST SO THE SOUTHWEST END OF BEECH FARM SIDING, AT
 HY0850'THE CROSSING OF A DRIVE TO A 2-STORY FARMHOUSE, 148 FEET SOUTHWEST
 HY0850'OF THE CENTER OF THE CROSSING, 100.5 FEET WEST OF THE WEST RAIL,
 HY0850'95 FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN, AT THE SOUTHEAST
 HY0850'CORNER AND IN THE EAST FACE OF A CONCRETE SCALE FOUNDATION, 1
 HY0850'FOOT SOUTH OF THE CORNER AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0812 ***********************************************************************
 GY0812  DESIGNATION -  D 87
 GY0812  PID         -  GY0812
 GY0812  STATE/COUNTY-  KY/PIKE
 GY0812  USGS QUAD   -  PIKEVILLE (1992)
 GY0812
 GY0812                         *CURRENT SURVEY CONTROL
 GY0812  ___________________________________________________________________
 GY0812* NAD 83(1986)-  37 26 33.     (N)    082 31 41.     (W)     SCALED    
 GY0812* NAVD 88     -       210.034  (meters)     689.09   (feet)  ADJUSTED  
 GY0812  ___________________________________________________________________
 GY0812  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GY0812  DYNAMIC HT  -         209.872 (meters)     688.56  (feet)  COMP
 GY0812  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 GY0812
 GY0812  VERT ORDER  -  SECOND    CLASS 0
 GY0812
 GY0812.The horizontal coordinates were scaled from a topographic map and have
 GY0812.an estimated accuracy of +/- 6 seconds.
 GY0812
 GY0812.The orthometric height was determined by differential leveling
 GY0812.and adjusted by the National Geodetic Survey in June 1991..
 GY0812
 GY0812.The geoid height was determined by GEOID03.
 GY0812
 GY0812.The dynamic height is computed by dividing the NAVD 88
 GY0812.geopotential number by the normal gravity value computed on the
 GY0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0812.degrees latitude (g = 980.6199 gals.).
 GY0812
 GY0812.The modeled gravity was interpolated from observed gravity values.
 GY0812
 GY0812;                    North         East    Units  Estimated Accuracy
 GY0812;SPC KY1Z     - 1,128,020.    1,785,050.      MT  (+/- 180 meters Scaled)
 GY0812
 GY0812                          SUPERSEDED SURVEY CONTROL
 GY0812
 GY0812  NGVD 29 (??/??/92)  210.233  (m)          689.74   (f) ADJ UNCH    2 0
 GY0812
 GY0812.Superseded values are not recommended for survey control.
 GY0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0812.See file dsdata.txt to determine how the superseded data were derived.
 GY0812
 GY0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB648450(NAD 83)
 GY0812_MARKER: DB = BENCH MARK DISK
 GY0812_SETTING: 66 = SET IN ROCK OUTCROP
 GY0812_SP_SET: ROCK CUT
 GY0812_STAMPING: D 87 1935 689.739
 GY0812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0812+STABILITY: POSITION/ELEVATION WELL
 GY0812
 GY0812  HISTORY     - Date     Condition        Report By
 GY0812  HISTORY     - 1935     MONUMENTED       CGS
 GY0812  HISTORY     - 1956     POOR             NGS
 GY0812  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY0812
 GY0812                          STATION DESCRIPTION
 GY0812
 GY0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0812'3.7 MI S FROM PIKEVILLE.
 GY0812'3.7 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY0812'STATION AT PIKEVILLE, 3.5 MILES NORTHWEST FROM THE STATION AT
 GY0812'SHELBY, 0.4 MILE NORTH OF MILE POST 109, SET VERTICALLY IN THE EAST
 GY0812'FACE OF ROCK CUT, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 GY0812'EXTENDING NORTH AND SOUTHEAST, 2 1/2 RAILS SOUTH OF A SMALL
 GY0812'STREAM PASSING UNDER TRACK, 8 RAILS SOUTH OF A 2-STORY WHITE
 GY0812'HOUSE, 37.3 FEET WEST OF THE WEST RAIL, ABOUT LEVEL WITH
 GY0812'TRACK.
 GY0812
 GY0812                          STATION RECOVERY (1976)
 GY0812
 GY0812'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2065 ***********************************************************************
 GY2065  DESIGNATION -  D 88
 GY2065  PID         -  GY2065
 GY2065  STATE/COUNTY-  KY/KNOTT
 GY2065  USGS QUAD   -  CARRIE (1992)
 GY2065
 GY2065                         *CURRENT SURVEY CONTROL
 GY2065  ___________________________________________________________________
 GY2065* NAD 83(1986)-  37 19 53.     (N)    083 02 03.     (W)     SCALED    
 GY2065* NAVD 88     -       301.484  (meters)     989.12   (feet)  ADJUSTED  
 GY2065  ___________________________________________________________________
 GY2065  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 GY2065  DYNAMIC HT  -         301.243 (meters)     988.33  (feet)  COMP
 GY2065  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 GY2065
 GY2065  VERT ORDER  -  SECOND    CLASS 0
 GY2065
 GY2065.The horizontal coordinates were scaled from a topographic map and have
 GY2065.an estimated accuracy of +/- 6 seconds.
 GY2065
 GY2065.The orthometric height was determined by differential leveling
 GY2065.and adjusted by the National Geodetic Survey in June 1991..
 GY2065
 GY2065.The geoid height was determined by GEOID03.
 GY2065
 GY2065.The dynamic height is computed by dividing the NAVD 88
 GY2065.geopotential number by the normal gravity value computed on the
 GY2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2065.degrees latitude (g = 980.6199 gals.).
 GY2065
 GY2065.The modeled gravity was interpolated from observed gravity values.
 GY2065
 GY2065;                    North         East    Units  Estimated Accuracy
 GY2065;SPC KY1Z     - 1,114,270.    1,740,640.      MT  (+/- 180 meters Scaled)
 GY2065
 GY2065                          SUPERSEDED SURVEY CONTROL
 GY2065
 GY2065  NGVD 29 (??/??/92)  301.650  (m)          989.66   (f) ADJ UNCH    2 0
 GY2065
 GY2065.Superseded values are not recommended for survey control.
 GY2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2065.See file dsdata.txt to determine how the superseded data were derived.
 GY2065
 GY2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB197335(NAD 83)
 GY2065_MARKER: DB = BENCH MARK DISK
 GY2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2065_STAMPING: D 88 1935 989.663
 GY2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2065+STABILITY: SURFACE MOTION
 GY2065
 GY2065  HISTORY     - Date     Condition        Report By
 GY2065  HISTORY     - 1935     MONUMENTED       CGS
 GY2065  HISTORY     - 1956     GOOD             NGS
 GY2065  HISTORY     - 19960610 MARK NOT FOUND   KYDT
 GY2065  HISTORY     - 19960612 MARK NOT FOUND   KYDT
 GY2065
 GY2065                          STATION DESCRIPTION
 GY2065
 GY2065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2065'4.4 MI W FROM HINDMAN.
 GY2065'4.4 MILES WEST ALONG STATE HIGHWAY 80 FROM THE COURT HOUSE AT
 GY2065'HINDMAN, 0.05 MILE WEST OF GRAVEL ROAD SOUTH AND STORE, AT
 GY2065'THE NORTHEAST CORNER OF YARD OF SECOND HOUSE WEST OF STORE, 30
 GY2065'FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 3 FEET WEST OF THE
 GY2065'NORTH - SOUTH FENCE, 3 FEET SOUTH OF THE EAST - WEST FENCE,
 GY2065'ABOUT LEVEL WITH HIGHWAY.
 GY2065
 GY2065                          STATION RECOVERY (1996)
 GY2065
 GY2065'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2065'STORE LOCATION NOW POST OFFICE.
 GY2065
 GY2065                          STATION RECOVERY (1996)
 GY2065
 GY2065'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2065'KY 80 NOW KY 550 AND STORE NOW CARRIE, KY POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1524 ***********************************************************************
 GY1524  DESIGNATION -  D 89
 GY1524  PID         -  GY1524
 GY1524  STATE/COUNTY-  KY/FLOYD
 GY1524  USGS QUAD   -  MARTIN (1992)
 GY1524
 GY1524                         *CURRENT SURVEY CONTROL
 GY1524  ___________________________________________________________________
 GY1524* NAD 83(1986)-  37 34 16.     (N)    082 45 24.     (W)     SCALED    
 GY1524* NAVD 88     -       198.020  (meters)     649.67   (feet)  ADJUSTED  
 GY1524  ___________________________________________________________________
 GY1524  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GY1524  DYNAMIC HT  -         197.868 (meters)     649.17  (feet)  COMP
 GY1524  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 GY1524
 GY1524  VERT ORDER  -  SECOND    CLASS 0
 GY1524
 GY1524.The horizontal coordinates were scaled from a topographic map and have
 GY1524.an estimated accuracy of +/- 6 seconds.
 GY1524
 GY1524.The orthometric height was determined by differential leveling
 GY1524.and adjusted by the National Geodetic Survey in June 1991..
 GY1524
 GY1524.The geoid height was determined by GEOID03.
 GY1524
 GY1524.The dynamic height is computed by dividing the NAVD 88
 GY1524.geopotential number by the normal gravity value computed on the
 GY1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1524.degrees latitude (g = 980.6199 gals.).
 GY1524
 GY1524.The modeled gravity was interpolated from observed gravity values.
 GY1524
 GY1524;                    North         East    Units  Estimated Accuracy
 GY1524;SPC KY1Z     - 1,141,610.    1,764,370.      MT  (+/- 180 meters Scaled)
 GY1524
 GY1524                          SUPERSEDED SURVEY CONTROL
 GY1524
 GY1524  NGVD 29 (??/??/92)  198.209  (m)          650.29   (f) ADJ UNCH    2 0
 GY1524
 GY1524.Superseded values are not recommended for survey control.
 GY1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1524.See file dsdata.txt to determine how the superseded data were derived.
 GY1524
 GY1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB448596(NAD 83)
 GY1524_MARKER: DB = BENCH MARK DISK
 GY1524_SETTING: 66 = SET IN ROCK OUTCROP
 GY1524_SP_SET: ROCK LEDGE
 GY1524_STAMPING: D 89 1935 650.291
 GY1524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1524+STABILITY: POSITION/ELEVATION WELL
 GY1524
 GY1524  HISTORY     - Date     Condition        Report By
 GY1524  HISTORY     - 1935     MONUMENTED       CGS
 GY1524  HISTORY     - 1952     GOOD             NGS
 GY1524  HISTORY     - 1956     GOOD             NGS
 GY1524
 GY1524                          STATION DESCRIPTION
 GY1524
 GY1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY1524'AT MARTIN.
 GY1524'AT MARTIN, ABOUT 160 YARDS SOUTHWEST OF THE SOUTHWEST END OF THE
 GY1524'CHESAPEAKE AND OHIO RAILWAY STATION, NORTHWEST AND ACROSS DIRT
 GY1524'ROAD FROM THE NORTHEAST END OF A SWITCH, NEAR A SMALL METAL
 GY1524'BUILDING HOUSING A GAS WELL, 61 FEET WEST-NORTHWEST OF THE
 GY1524'WEST-NORTHWEST RAIL, 13 FEET WEST OF CENTER LINE OF DIRT ROAD,
 GY1524'7.7 FEET SOUTH OF THE DOOR LEADING TO GAS WELL BUILDING, IN
 GY1524'THE TOP OF A SMALL ROCK LEDGE, ABOUT 1 1/2 FEET ABOVE LEVEL OF
 GY1524'DIRT ROAD AND ABOUT LEVEL WITH THE TRACK.
 GY1524
 GY1524                          STATION RECOVERY (1956)
 GY1524
 GY1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0956 ***********************************************************************
 GC0956  DESIGNATION -  D 9
 GC0956  PID         -  GC0956
 GC0956  STATE/COUNTY-  KY/LOGAN
 GC0956  USGS QUAD   -  AUBURN (1994)
 GC0956
 GC0956                         *CURRENT SURVEY CONTROL
 GC0956  ___________________________________________________________________
 GC0956* NAD 83(1986)-  36 51 49.     (N)    086 42 36.     (W)     SCALED    
 GC0956* NAVD 88     -       195.428  (meters)     641.17   (feet)  ADJUSTED  
 GC0956  ___________________________________________________________________
 GC0956  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GC0956  DYNAMIC HT  -         195.271 (meters)     640.65  (feet)  COMP
 GC0956  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 GC0956
 GC0956  VERT ORDER  -  FIRST     CLASS I
 GC0956
 GC0956.The horizontal coordinates were scaled from a topographic map and have
 GC0956.an estimated accuracy of +/- 6 seconds.
 GC0956
 GC0956.The orthometric height was determined by differential leveling
 GC0956.and adjusted by the National Geodetic Survey in June 1991..
 GC0956
 GC0956.The geoid height was determined by GEOID03.
 GC0956
 GC0956.The dynamic height is computed by dividing the NAVD 88
 GC0956.geopotential number by the normal gravity value computed on the
 GC0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0956.degrees latitude (g = 980.6199 gals.).
 GC0956
 GC0956.The modeled gravity was interpolated from observed gravity values.
 GC0956
 GC0956;                    North         East    Units  Estimated Accuracy
 GC0956;SPC KY1Z     - 1,059,290.    1,414,390.      MT  (+/- 180 meters Scaled)
 GC0956
 GC0956                          SUPERSEDED SURVEY CONTROL
 GC0956
 GC0956  NGVD 29 (??/??/92)  195.548  (m)          641.56   (f) ADJ UNCH    1 1
 GC0956
 GC0956.Superseded values are not recommended for survey control.
 GC0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0956.See file dsdata.txt to determine how the superseded data were derived.
 GC0956
 GC0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF258797(NAD 83)
 GC0956_MARKER: DB = BENCH MARK DISK
 GC0956_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0956_SP_SET: BUILDING
 GC0956_STAMPING: D 9 1921
 GC0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0956+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1995
 GC0956
 GC0956  HISTORY     - Date     Condition        Report By
 GC0956  HISTORY     - 1921     MONUMENTED       CGS
 GC0956  HISTORY     - 1968     GOOD             NGS
 GC0956  HISTORY     - 19950914 GOOD             KYDT
 GC0956
 GC0956                          STATION DESCRIPTION
 GC0956
 GC0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0956'0.4 MI SE FROM AUBURN.
 GC0956'ABOUT 0.2 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0956'FROM THE AUBURN HIGH SCHOOL AT AUBURN, THENCE 0.2 MILE SOUTH
 GC0956'ALONG PEARL STREET, SET VERTICALLY IN THE EAST FACE OF THE EAST
 GC0956'WALL OF A BRICK BUILDING WHICH IS NOW OCCUPIED BY A BARBER
 GC0956'SHOP, 18 FEET WEST OF THE CENTERLINE OF PEARL STREET, 50 FEET
 GC0956'NORTH OF THE CENTERLINE OF MAIN STREET WHICH IS U.S. HIGHWAY
 GC0956'68 AND STATE HIGHWAY 80, 2 FEET ABOVE A CONCRETE SIDEWALK, AND
 GC0956'3 1/2 FEET ABOVE THE LEVEL OF THE STREETS.
 GC0956
 GC0956                          STATION RECOVERY (1995)
 GC0956
 GC0956'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0956'BUILDING NOW OCCUPIED BY NOW AND THEN STAGES BOUTIQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1868 ***********************************************************************
 GY1868  DESIGNATION -  D 91
 GY1868  PID         -  GY1868
 GY1868  STATE/COUNTY-  KY/MAGOFFIN
 GY1868  USGS QUAD   -  SALYERSVILLE NORTH (1992)
 GY1868
 GY1868                         *CURRENT SURVEY CONTROL
 GY1868  ___________________________________________________________________
 GY1868* NAD 83(1986)-  37 45 19.     (N)    083 06 58.     (W)     SCALED    
 GY1868* NAVD 88     -       282.488  (meters)     926.80   (feet)  ADJUSTED  
 GY1868  ___________________________________________________________________
 GY1868  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GY1868  DYNAMIC HT  -         282.276 (meters)     926.10  (feet)  COMP
 GY1868  MODELED GRAV-     979,872.2   (mgal)                       NAVD 88
 GY1868
 GY1868  VERT ORDER  -  SECOND    CLASS 0
 GY1868
 GY1868.The horizontal coordinates were scaled from a topographic map and have
 GY1868.an estimated accuracy of +/- 6 seconds.
 GY1868
 GY1868.The orthometric height was determined by differential leveling
 GY1868.and adjusted by the National Geodetic Survey in June 1991..
 GY1868
 GY1868.The geoid height was determined by GEOID03.
 GY1868
 GY1868.The dynamic height is computed by dividing the NAVD 88
 GY1868.geopotential number by the normal gravity value computed on the
 GY1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1868.degrees latitude (g = 980.6199 gals.).
 GY1868
 GY1868.The modeled gravity was interpolated from observed gravity values.
 GY1868
 GY1868;                    North         East    Units  Estimated Accuracy
 GY1868;SPC KY1Z     - 1,161,090.    1,732,060.      MT  (+/- 180 meters Scaled)
 GY1868
 GY1868                          SUPERSEDED SURVEY CONTROL
 GY1868
 GY1868  NGVD 29 (??/??/92)  282.681  (m)          927.43   (f) ADJ UNCH    2 0
 GY1868
 GY1868.Superseded values are not recommended for survey control.
 GY1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1868.See file dsdata.txt to determine how the superseded data were derived.
 GY1868
 GY1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB135807(NAD 83)
 GY1868_MARKER: DB = BENCH MARK DISK
 GY1868_SETTING: 66 = SET IN ROCK OUTCROP
 GY1868_SP_SET: ROCK CUT
 GY1868_STAMPING: D 91 1935 927.429
 GY1868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1868+STABILITY: POSITION/ELEVATION WELL
 GY1868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1868+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 GY1868
 GY1868  HISTORY     - Date     Condition        Report By
 GY1868  HISTORY     - 1935     MONUMENTED       CGS
 GY1868  HISTORY     - 1955     GOOD             NGS
 GY1868  HISTORY     - 1983     GOOD             USE
 GY1868  HISTORY     - 19990319 GOOD             KYDT
 GY1868  HISTORY     - 20051123 GOOD             INDIV
 GY1868
 GY1868                          STATION DESCRIPTION
 GY1868
 GY1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1868'3.7 MI NW FROM SALYERSVILLE.
 GY1868'3.7 MILES NORTHWEST ALONG U.S. HIGHWAY 460 AND STATE HIGHWAY 7
 GY1868'FROM THE COURT HOUSE AT SALYERSVILLE, 0.4 MILE NORTHWEST OF
 GY1868'A LONG NARROW CEMETERY, 93 FEET SOUTHEAST OF THE SUMMIT OF GRADE
 GY1868'AND THROUGH CUT, 125 FEET NORTHWEST OF PIPE CULVERT UNDER HIGHWAY,
 GY1868'21 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3
 GY1868'FEET ABOVE THE LEVEL OF HIGHWAY, SET VERTICAL IN THE SOUTH FACE
 GY1868'OF SOLID ROCK CUT.
 GY1868
 GY1868                          STATION RECOVERY (1983)
 GY1868
 GY1868'RECOVERY NOTE BY US ENGINEERS 1983
 GY1868'RECOVERED IN GOOD CONDITION.
 GY1868
 GY1868                          STATION RECOVERY (1999)
 GY1868
 GY1868'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1868'MARK IS NORTHEAST AND ACROSS ROAD FROM A MOBILE HOME.
 GY1868
 GY1868                          STATION RECOVERY (2005)
 GY1868
 GY1868'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RN)
 GY1868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0903 ***********************************************************************
 HY0903  DESIGNATION -  D 92
 HY0903  PID         -  HY0903
 HY0903  STATE/COUNTY-  KY/LAWRENCE
 HY0903  USGS QUAD   -  MAZIE (1978)
 HY0903
 HY0903                         *CURRENT SURVEY CONTROL
 HY0903  ___________________________________________________________________
 HY0903* NAD 83(1986)-  38 00 30.     (N)    082 54 36.     (W)     SCALED    
 HY0903* NAVD 88     -       205.372  (meters)     673.79   (feet)  ADJUSTED  
 HY0903  ___________________________________________________________________
 HY0903  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HY0903  DYNAMIC HT  -         205.224 (meters)     673.31  (feet)  COMP
 HY0903  MODELED GRAV-     979,904.2   (mgal)                       NAVD 88
 HY0903
 HY0903  VERT ORDER  -  SECOND    CLASS 0
 HY0903
 HY0903.The horizontal coordinates were scaled from a topographic map and have
 HY0903.an estimated accuracy of +/- 6 seconds.
 HY0903
 HY0903.The orthometric height was determined by differential leveling
 HY0903.and adjusted by the National Geodetic Survey in June 1991..
 HY0903
 HY0903.The geoid height was determined by GEOID03.
 HY0903
 HY0903.The dynamic height is computed by dividing the NAVD 88
 HY0903.geopotential number by the normal gravity value computed on the
 HY0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0903.degrees latitude (g = 980.6199 gals.).
 HY0903
 HY0903.The modeled gravity was interpolated from observed gravity values.
 HY0903
 HY0903;                    North         East    Units  Estimated Accuracy
 HY0903;SPC KY1Z     - 1,189,690.    1,749,350.      MT  (+/- 180 meters Scaled)
 HY0903
 HY0903                          SUPERSEDED SURVEY CONTROL
 HY0903
 HY0903  NGVD 29 (??/??/92)  205.57   (m)          674.4    (f) COMPUTED    2 0
 HY0903
 HY0903.Superseded values are not recommended for survey control.
 HY0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0903.See file dsdata.txt to determine how the superseded data were derived.
 HY0903
 HY0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC323084(NAD 83)
 HY0903_MARKER: DB = BENCH MARK DISK
 HY0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0903_STAMPING: D 92 1935
 HY0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0903+STABILITY: SURFACE MOTION
 HY0903
 HY0903  HISTORY     - Date     Condition        Report By
 HY0903  HISTORY     - 1935     MONUMENTED       CGS
 HY0903  HISTORY     - 1952     MARK NOT FOUND   NGS
 HY0903
 HY0903                          STATION DESCRIPTION
 HY0903
 HY0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0903'5.2 MI W FROM BLAINE.
 HY0903'POST OFFICE BY HIGHWAY, ON STATE HIGHWAY NO. 32, AT JUNCTION
 HY0903'WITH DIRT ROAD, 44 FEET NORTHEAST OF SMALL WOODEN BRIDGE, 15
 HY0903'FEET WEST OF CENTER OF HIGHWAY, 3 FEET ABOVE HIGHWAY SURFACE, ON
 HY0903'TOP OF CONCRETE POST.
 HY0903
 HY0903                          STATION RECOVERY (1952)
 HY0903
 HY0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 HY0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2973 ***********************************************************************
 GZ2973  DESIGNATION -  DABNEY
 GZ2973  PID         -  GZ2973
 GZ2973  STATE/COUNTY-  KY/PULASKI
 GZ2973  USGS QUAD   -  BOBTOWN (1987)
 GZ2973
 GZ2973                         *CURRENT SURVEY CONTROL
 GZ2973  ___________________________________________________________________
 GZ2973* NAD 83(1993)-  37 09 16.37421(N)    084 33 33.57494(W)     ADJUSTED  
 GZ2973* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 GZ2973  ___________________________________________________________________
 GZ2973  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 GZ2973  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GZ2973
 GZ2973  HORZ ORDER  -  SECOND
 GZ2973
 GZ2973.The horizontal coordinates were established by classical geodetic methods
 GZ2973.and adjusted by the National Geodetic Survey in December 1995..
 GZ2973
 GZ2973.The orthometric height was scaled from a topographic map.
 GZ2973
 GZ2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2973
 GZ2973.The geoid height was determined by GEOID03.
 GZ2973
 GZ2973;                    North         East     Units Scale Factor Converg.
 GZ2973;SPC KY1Z     - 1,091,817.044 1,605,764.369   MT  0.99998372   +0 43 51.7
 GZ2973;SPC KY1Z     - 3,582,069.75  5,268,245.27   sFT  0.99998372   +0 43 51.7
 GZ2973;SPC KY S     -   591,799.638   605,760.903   MT  0.99995029   +0 43 19.6
 GZ2973;SPC KY S     - 1,941,595.98  1,987,400.56   sFT  0.99995029   +0 43 19.6
 GZ2973;UTM  16      - 4,114,806.211   716,739.123   MT  1.00017871   +1 28 28.8
 GZ2973
 GZ2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2973!SPC KY1Z     -   0.99993714  x   0.99998372  =   0.99992086
 GZ2973!SPC KY S     -   0.99993714  x   0.99995029  =   0.99988743
 GZ2973!UTM  16      -   0.99993714  x   1.00017871  =   1.00011584
 GZ2973
 GZ2973|---------------------------------------------------------------------|
 GZ2973| PID    Reference Object                     Distance      Geod. Az  |
 GZ2973|                                                           dddmmss.s |
 GZ2973| DB9149 DABNEY RM 1                          22.196 METERS 08514     |
 GZ2973| DB9150 DABNEY RM 2                          20.979 METERS 15628     |
 GZ2973| GZ2978 SOMERSET RADIO STA WSFC MAST        APPROX. 6.2 KM 2283520.7 |
 GZ2973| DB9148 DABNEY AZ MK                                       2401413.6 |
 GZ2973|---------------------------------------------------------------------|
 GZ2973
 GZ2973                          SUPERSEDED SURVEY CONTROL
 GZ2973
 GZ2973  NAD 83(1986)-  37 09 16.38248(N)    084 33 33.58155(W) AD(       ) 2
 GZ2973  NAD 27      -  37 09 16.09400(N)    084 33 33.79200(W) AD(       ) 2
 GZ2973
 GZ2973.Superseded values are not recommended for survey control.
 GZ2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2973.See file dsdata.txt to determine how the superseded data were derived.
 GZ2973
 GZ2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1673914806(NAD 83)
 GZ2973_MARKER: DS = TRIANGULATION STATION DISK
 GZ2973_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GZ2973
 GZ2973  HISTORY     - Date     Condition        Report By
 GZ2973  HISTORY     - 1950     MONUMENTED       CGS
 GZ2973
 GZ2973                          STATION DESCRIPTION
 GZ2973
 GZ2973'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2973'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF SOMERSET. IT IS 17 FEET
 GZ2973'SOUTHWEST OF A 15 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 GZ2973'SOUTHWEST SIDE AND 12 FEET WEST OF A WHITE WITNESS POST. THE MARK IS
 GZ2973'A CAST IRON PIPE 6 INCHES IN DIAMETER FILLED WITH CONCRETE AND
 GZ2973'PROJECTS 4 INCHES WITH A STANDARD TRIANGULATION BRONZE STATION MARK
 GZ2973'DISK ATOP STAMPED DABNEY 1950.
 GZ2973'
 GZ2973'REFERENCE MARK NO. 1 IS 3 FEET NORTH OF A 12 INCH OAK TREE. THE MARK
 GZ2973'IS A CAST IRON PIPE 4 INCHES IN DIAMETER FILLED WITH CONCRETE AND
 GZ2973'PROJECTS 4 INCHES WITH A STANDARD TRIANGULATION BRONZE REFERENCE MARK
 GZ2973'DISK ATOP STAMPED DABNEY NO 1 1950.
 GZ2973'
 GZ2973'REFERENCE MARK NO. 2 IS AT THE WEST EDGE OF WOODS. THE MARK IS A CAST
 GZ2973'IRON PIPE 4 INCHES IN DIAMETER FILLED WITH CONCRETE AND
 GZ2973'PROJECTS 4 INCHES WITH A STANDARD TRIANGULATION BRONZE REFERENCE MARK
 GZ2973'DISK ATOP STAMPED DABNEY NO 2 1950.
 GZ2973'
 GZ2973'AZIMUTH MARK IS 100 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY NO.
 GZ2973'39, 12 FEET NORTH OF THE CENTER OF GRAVEL ROAD, 3 FEET NORTHWEST OF
 GZ2973'A WHITE WITNESS POST AND 2 FEET NORTH OF A FENCELINE. THE MARK IS A
 GZ2973'BEDROCK ABOUT 2 FEET IN DIAMETER AND IS FLUSH WITH THE GROUND WITH
 GZ2973'A STANDARD TRIANGULATION BRONZE AZIMUTH MARK DISK ATOP STAMPED DABNEY
 GZ2973'1950.
 GZ2973'
 GZ2973'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN SOMERSET, GO NORTH ON
 GZ2973'U.S. HIGHWAY NO. 27 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY
 GZ2973'NO. 39, TURN RIGHT ON STATE HIGHWAY NO. 39 AND GO 4.0 MILES TO A
 GZ2973'GRAVEL SIDE ROAD RIGHT, AND THE AZIMUTH MARK IN THE NORTHEAST
 GZ2973'ANGLE, TURN RIGHT AND GO 0.3 MILE TO WHERE ROAD FORKS, TAKE THE RIGHT
 GZ2973'ROAD AND GO 0.5 MILE TO WHERE ROAD FORKS, TAKE THE LEFT ROAD UP HILL
 GZ2973'AND GO 0.1 MILE TO A HOUSE AND END OF TRUCK TRAVEL, HERE PACK NORTH
 GZ2973'PASSING THROUGH BARN ON A DIM ROAD ACROSS THE WEST EDGE OF A FIELD
 GZ2973'TO THE NORTH END OF THE FIELD, HERE TURN LEFT ON A DIM WOODS ROAD
 GZ2973'AND GO UP HILL TO THE HIGHEST POINT OF HILL AND THE STATION AS
 GZ2973'DESCRIBED. 25 MINUTE PACK
 GZ2973'
 GZ2973'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2955 ***********************************************************************
 GZ2955  DESIGNATION -  DAHL
 GZ2955  PID         -  GZ2955
 GZ2955  STATE/COUNTY-  KY/PULASKI
 GZ2955  USGS QUAD   -  SHOPVILLE (1987)
 GZ2955
 GZ2955                         *CURRENT SURVEY CONTROL
 GZ2955  ___________________________________________________________________
 GZ2955* NAD 83(1993)-  37 09 47.99205(N)    084 25 50.02490(W)     ADJUSTED  
 GZ2955* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 GZ2955  ___________________________________________________________________
 GZ2955  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 GZ2955  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GZ2955
 GZ2955  HORZ ORDER  -  SECOND
 GZ2955
 GZ2955.The horizontal coordinates were established by classical geodetic methods
 GZ2955.and adjusted by the National Geodetic Survey in December 1995..
 GZ2955
 GZ2955.The orthometric height was scaled from a topographic map.
 GZ2955
 GZ2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2955
 GZ2955.The geoid height was determined by GEOID03.
 GZ2955
 GZ2955;                    North         East     Units Scale Factor Converg.
 GZ2955;SPC KY1Z     - 1,092,945.465 1,617,187.618   MT  0.99998182   +0 48 36.3
 GZ2955;SPC KY1Z     - 3,585,771.91  5,305,723.04   sFT  0.99998182   +0 48 36.3
 GZ2955;SPC KY S     -   592,926.146   617,183.964   MT  0.99994982   +0 48 00.7
 GZ2955;SPC KY S     - 1,945,291.86  2,024,877.72   sFT  0.99994982   +0 48 00.7
 GZ2955;UTM  16      - 4,116,082.996   728,149.363   MT  1.00024126   +1 33 10.2
 GZ2955
 GZ2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2955!SPC KY1Z     -   0.99994417  x   0.99998182  =   0.99992599
 GZ2955!SPC KY S     -   0.99994417  x   0.99994982  =   0.99989399
 GZ2955!UTM  16      -   0.99994417  x   1.00024126  =   1.00018541
 GZ2955
 GZ2955|---------------------------------------------------------------------|
 GZ2955| PID    Reference Object                     Distance      Geod. Az  |
 GZ2955|                                                           dddmmss.s |
 GZ2955| DB9152 DAHL RM 1                            22.976 METERS 11136     |
 GZ2955| DB9153 DAHL RM 2                            31.711 METERS 19559     |
 GZ2955| GZ2973 DABNEY                              APPROX.11.5 KM 2651004.4 |
 GZ2955| GZ2956 FLAT LICK BAPT CHURCH BELFRY        APPROX. 4.2 KM 3010832.0 |
 GZ2955| DB9151 DAHL AZ MK                                         3030705.2 |
 GZ2955|---------------------------------------------------------------------|
 GZ2955
 GZ2955                          SUPERSEDED SURVEY CONTROL
 GZ2955
 GZ2955  NAD 83(1986)-  37 09 48.00011(N)    084 25 50.03057(W) AD(       ) 2
 GZ2955  NAD 27      -  37 09 47.70600(N)    084 25 50.24700(W) AD(       ) 2
 GZ2955
 GZ2955.Superseded values are not recommended for survey control.
 GZ2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2955.See file dsdata.txt to determine how the superseded data were derived.
 GZ2955
 GZ2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2814916083(NAD 83)
 GZ2955_MARKER: DS = TRIANGULATION STATION DISK
 GZ2955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2955
 GZ2955  HISTORY     - Date     Condition        Report By
 GZ2955  HISTORY     - 1950     MONUMENTED       CGS
 GZ2955  HISTORY     - 1976     GOOD             LOCENG
 GZ2955
 GZ2955                          STATION DESCRIPTION
 GZ2955
 GZ2955'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2955'STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF SOMERSET. IT IS 25
 GZ2955'FEET NORTHEAST OF A 30 INCH OAK TREE, 14 FEET NORTH OF A 8
 GZ2955'INCH HICKORY TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE, 6 FEET
 GZ2955'NORTHEAST OF A WHITE WITNESS POST AND IN A EAST-WEST
 GZ2955'FENCELINE. THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED DAHL
 GZ2955'1950.
 GZ2955'
 GZ2955'REFERENCE MARK NO. 1 IS 10 FEET NORTH OF A 12 INCH OAK TREE AND 8
 GZ2955'FEET SOUTH OF A FENCELINE. THE MARK PROJECTS 3 INCHES AND THE
 GZ2955'DISK IS STAMPED DAHL NO 1 1950.
 GZ2955'
 GZ2955'REFERENCE MARK NO. 2 IS 14 FEET NORTHEAST OF A 10 INCH HICKORY TREE.
 GZ2955'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DAHL NO 2
 GZ2955'1950.
 GZ2955'
 GZ2955'AZIMUTH MARK IS 27 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BARN,
 GZ2955'24 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 4 FEET
 GZ2955'NORTHEAST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS
 GZ2955'STAMPED DAHL 1950.
 GZ2955'
 GZ2955'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN SOMERSET, GO
 GZ2955'NORTHEAST ON STATE HIGHWAY NO. 80 FOR 9.1 MILES TO A GRAVEL
 GZ2955'SIDE ROAD LEFT, TURN LEFT ON GRAVEL ROAD AND GO 2.1 MILES TO THE
 GZ2955'AZIMUTH MARK ON THE LEFT, CONTINUE FOR 1.25 MILES TO A SIDE
 GZ2955'ROAD RIGHT, TURN RIGHT AND GO 0.95 MILE TO WHERE ROAD FORKS, TAKE THE
 GZ2955'RIGHT ROAD AND GO 0.55 MILE AND THIS IS END OF TRUCK TRAVEL,
 GZ2955'HERE PACK SOUTHWEST UP HILL TO THE EDGE OF WOODS AND THE STATION AS
 GZ2955'DESCRIBED. (10 MINUTE PACK)
 GZ2955'
 GZ2955'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GZ2955
 GZ2955                          STATION RECOVERY (1976)
 GZ2955
 GZ2955'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (CMB)
 GZ2955'DAHL 1950 RECOVERED GOOD CONDITION.
 GZ2955'
 GZ2955'DAHL NO 1 RECOVERED GOOD.
 GZ2955'
 GZ2955'DAHL NO 2 RECOVERED IN GOOD CONDITION.
 GZ2955'
 GZ2955'AZIMUTH MARK CAN NOT BE SEEN FROM STATION AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1438 ***********************************************************************
 HA1438  DESIGNATION -  DALLAM
 HA1438  PID         -  HA1438
 HA1438  STATE/COUNTY-  KY/LOGAN
 HA1438  USGS QUAD   -  QUALITY (1953)
 HA1438
 HA1438                         *CURRENT SURVEY CONTROL
 HA1438  ___________________________________________________________________
 HA1438* NAD 83(1993)-  37 02 02.79099(N)    086 52 04.05646(W)     ADJUSTED  
 HA1438* NAVD 88     -       222.09   (+/-2cm)     728.6    (feet)  VERTCON   
 HA1438  ___________________________________________________________________
 HA1438  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 HA1438  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 HA1438
 HA1438  HORZ ORDER  -  FIRST
 HA1438  VERT ORDER  -  THIRD ? (See Below)
 HA1438
 HA1438.The horizontal coordinates were established by classical geodetic methods
 HA1438.and adjusted by the National Geodetic Survey in December 1995..
 HA1438
 HA1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1438.The vertical order pertains to the NGVD 29 superseded value.
 HA1438
 HA1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1438
 HA1438.The geoid height was determined by GEOID03.
 HA1438
 HA1438;                    North         East     Units Scale Factor Converg.
 HA1438;SPC KY1Z     - 1,078,371.629 1,400,548.966   MT  1.00001214   -0 41 10.6
 HA1438;SPC KY1Z     - 3,537,957.59  4,594,967.73   sFT  1.00001214   -0 41 10.6
 HA1438;SPC KY S     -   578,355.759   400,554.190   MT  0.99995904   -0 40 40.4
 HA1438;SPC KY S     - 1,897,488.85  1,314,151.54   sFT  0.99995904   -0 40 40.4
 HA1438;UTM  16      - 4,098,664.330   511,757.964   MT  0.99960170   +0 04 46.7
 HA1438
 HA1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1438!SPC KY1Z     -   0.99996985  x   1.00001214  =   0.99998199
 HA1438!SPC KY S     -   0.99996985  x   0.99995904  =   0.99992889
 HA1438!UTM  16      -   0.99996985  x   0.99960170  =   0.99957156
 HA1438
 HA1438:                Primary Azimuth Mark                     Grid Az
 HA1438:SPC KY1Z     -  DALLAM AZ MK                             103 26 03.8
 HA1438:SPC KY S     -  DALLAM AZ MK                             103 25 33.6
 HA1438:UTM  16      -  DALLAM AZ MK                             102 40 06.5
 HA1438
 HA1438|---------------------------------------------------------------------|
 HA1438| PID    Reference Object                     Distance      Geod. Az  |
 HA1438|                                                           dddmmss.s |
 HA1438| CG8461 DALLAM AZ MK                                       1024453.2 |
 HA1438| CG8463 DALLAM RM 2                          27.664 METERS 21854     |
 HA1438| CG8462 DALLAM RM 1                          25.096 METERS 32233     |
 HA1438|---------------------------------------------------------------------|
 HA1438
 HA1438                          SUPERSEDED SURVEY CONTROL
 HA1438
 HA1438  NAD 83(1986)-  37 02 02.80112(N)    086 52 04.06217(W) AD(       ) 1
 HA1438  NAD 27      -  37 02 02.64800(N)    086 52 04.08600(W) AD(       ) 1
 HA1438  NGVD 29 (07/19/86)  222.21   (m)          729.0    (f) LEVELING    3  
 HA1438
 HA1438.Superseded values are not recommended for survey control.
 HA1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1438.See file dsdata.txt to determine how the superseded data were derived.
 HA1438
 HA1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1175898664(NAD 83)
 HA1438_MARKER: DS = TRIANGULATION STATION DISK
 HA1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1438
 HA1438  HISTORY     - Date     Condition        Report By
 HA1438  HISTORY     - 1950     MONUMENTED       CGS
 HA1438  HISTORY     - 1952     GOOD             CGS
 HA1438
 HA1438                          STATION DESCRIPTION
 HA1438
 HA1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1438'STATION IS LOCATED IN THE TRIANGLE FORMED BY THE JUNCTION OF THREE
 HA1438'ROADS AT THE SAND SPRING METHODIST CHURCH WHICH IS ABOUT 5-1/2
 HA1438'MILES NORTHEAST OF LEWISBURG AND 3 MILES SOUTHWEST OF QUALITY.  IT IS
 HA1438'ABOUT 90 FEET NORTHEAST OF A WHITE WITNESS POST, 48 FEET
 HA1438'NORTHWEST OF CENTER OF MAIN ROAD AND 29 FEET SOUTHEAST OF THE
 HA1438'NORTHEAST CORNER OF CHURCH BUILDING.  THE MARK IS FLUSH
 HA1438'WITH THE GROUND AND THE DISK IS STAMPED DALLAM 1950.
 HA1438'
 HA1438'REFERENCE MARK NO. 1 IS 13 FEET NORTH OF THE NORTHWEST CORNER OF
 HA1438'CHURCH.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HA1438'DALLAM NO 1 1950.
 HA1438'
 HA1438'REFERENCE MARK NO. 2 IS IN THE NORTH CORNER OF CEMETERY AND IS 15
 HA1438'FEET EAST OF CENTER OF ROAD AND 5 FEET SOUTH OF WHITE WITNESS POST.
 HA1438'THE MARK IS FLUSH WITH THE GROUND AND DISK IS STAMPED DALLAM NO 2
 HA1438'1950.
 HA1438'
 HA1438'AZIMUTH MARK IS SET IN A FENCE LINE 44 FEET SOUTHWEST OF A TWELVE
 HA1438'INCH OAK TREE, 23 FEET NORTHWEST OF CENTER OF A GRAVEL ROAD AND 2
 HA1438'FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6
 HA1438'INCHES AND THE DISK IS STAMPED DALLAM 1950
 HA1438'
 HA1438'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND 106
 HA1438'AT THE WEST SIDE OF LEWISBURG, GO EAST AND NORTHEAST ON
 HA1438'HIGHWAY 106 FOR 8.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 HA1438'FOLLOW MAIN GRAVEL ROAD FOR 1.6
 HA1438'MILES TO AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE ON MAIN GRAVEL
 HA1438'ROAD FOR 0.4 MILES TO CHURCH AND STATION AS DESCRIBED.
 HA1438'
 HA1438'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA1438
 HA1438                          STATION RECOVERY (1952)
 HA1438
 HA1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1438'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HA1438'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 2 FAILED TO CHECK
 HA1438'THE DIRECTION TO AZIMUTH MARK AND REFERENCE MARK NO. 1 FAILED TO
 HA1438'CHECK.  THE OLD DESCRIPTION IS ADEQUATE.
 HA1438'
 HA1438'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1370 ***********************************************************************
 HA1370  DESIGNATION -  DALLAS LOUISVILLE AWY BCN 71
 HA1370  PID         -  HA1370
 HA1370  STATE/COUNTY-  KY/WARREN
 HA1370  USGS QUAD   -  SMITHS GROVE (1994)
 HA1370
 HA1370                         *CURRENT SURVEY CONTROL
 HA1370  ___________________________________________________________________
 HA1370* NAD 83(1993)-  37 03 45.92770(N)    086 11 30.28114(W)     ADJUSTED  
 HA1370* NAVD 88     -                                                        
 HA1370  ___________________________________________________________________
 HA1370  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 HA1370  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HA1370
 HA1370  HORZ ORDER  -  THIRD
 HA1370
 HA1370.The horizontal coordinates were established by classical geodetic methods
 HA1370.and adjusted by the National Geodetic Survey in December 1995..
 HA1370
 HA1370
 HA1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1370
 HA1370.The geoid height was determined by GEOID03.
 HA1370
 HA1370;                    North         East     Units Scale Factor Converg.
 HA1370;SPC KY1Z     - 1,081,048.464 1,460,711.851   MT  1.00000499   -0 16 16.4
 HA1370;SPC KY1Z     - 3,546,739.84  4,792,352.13   sFT  1.00000499   -0 16 16.4
 HA1370;SPC KY S     -   581,038.598   460,713.750   MT  0.99995656   -0 16 04.4
 HA1370;SPC KY S     - 1,906,290.80  1,511,525.03   sFT  0.99995656   -0 16 04.4
 HA1370;UTM  16      - 4,102,139.796   571,856.883   MT  0.99966361   +0 29 13.7
 HA1370
 HA1370                          SUPERSEDED SURVEY CONTROL
 HA1370
 HA1370  NAD 83(1986)-  37 03 45.93651(N)    086 11 30.28705(W) AD(       ) 4
 HA1370  NAD 27      -  37 03 45.78400(N)    086 11 30.35300(W) AD(       ) 3
 HA1370
 HA1370.Superseded values are not recommended for survey control.
 HA1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1370.See file dsdata.txt to determine how the superseded data were derived.
 HA1370
 HA1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7185702140(NAD 83)
 HA1370_MARKER: 22 = AIRWAY BEACON
 HA1370
 HA1370  HISTORY     - Date     Condition        Report By
 HA1370  HISTORY     - 1933     FIRST OBSERVED   CGS
 HA1370  HISTORY     - 1939     GOOD             CGS
 HA1370
 HA1370                          STATION DESCRIPTION
 HA1370
 HA1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 HA1370'THIS STATION IS AIRWAY BEACON NO. 71 ON THE DALLAS-LOUISVILLE
 HA1370'LINE.  IT IS
 HA1370'LOCATED APPROXIMATELY 1 MILE NORTH OF SMITH GROVE, KY., ON THE EAST
 HA1370'CORNER OF THE SMITH GROVE EMERGENCY AIRPORT.  THE BEACON IS A
 HA1370'STANDARD ORANGE AND WHITE TOWER APPROXIMATELY 75 FEET HIGH WITH
 HA1370'REVOLVING LIGHT AND DIRECTION LIGHTS POINTING SOUTH-SOUTHWEST AND
 HA1370'NORTH-NORTHEAST.
 HA1370'
 HA1370'THE BEACON IS LOCATED ON PROPERTY OWNED BY MR. CRUMP AND MR. LYON OF
 HA1370'SMITH GROVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1649 ***********************************************************************
 HA1649  DESIGNATION -  DALTON
 HA1649  PID         -  HA1649
 HA1649  STATE/COUNTY-  KY/CALDWELL
 HA1649  USGS QUAD   -  CRIDER (1967)
 HA1649
 HA1649                         *CURRENT SURVEY CONTROL
 HA1649  ___________________________________________________________________
 HA1649* NAD 83(1993)-  37 10 41.26323(N)    087 59 28.22245(W)     ADJUSTED  
 HA1649* NAVD 88     -       219.03   (+/-2cm)     718.6    (feet)  VERTCON   
 HA1649  ___________________________________________________________________
 HA1649  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 HA1649  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HA1649
 HA1649  HORZ ORDER  -  FIRST
 HA1649  VERT ORDER  -  THIRD ? (See Below)
 HA1649
 HA1649.The horizontal coordinates were established by classical geodetic methods
 HA1649.and adjusted by the National Geodetic Survey in December 1995..
 HA1649
 HA1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1649.The vertical order pertains to the NGVD 29 superseded value.
 HA1649
 HA1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1649
 HA1649.The geoid height was determined by GEOID03.
 HA1649
 HA1649;                    North         East     Units Scale Factor Converg.
 HA1649;SPC KY1Z     - 1,096,148.905 1,300,999.152   MT  0.99997867   -1 22 33.6
 HA1649;SPC KY1Z     - 3,596,281.87  4,268,361.38   sFT  0.99997867   -1 22 33.6
 HA1649;SPC KY S     -   596,110.427   301,004.573   MT  0.99994909   -1 21 33.1
 HA1649;SPC KY S     - 1,955,738.96    987,545.84   sFT  0.99994909   -1 21 33.1
 HA1649;UTM  16      - 4,115,092.981   412,014.290   MT  0.99969536   -0 35 56.4
 HA1649
 HA1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1649!SPC KY1Z     -   0.99997020  x   0.99997867  =   0.99994888
 HA1649!SPC KY S     -   0.99997020  x   0.99994909  =   0.99991930
 HA1649!UTM  16      -   0.99997020  x   0.99969536  =   0.99966557
 HA1649
 HA1649|---------------------------------------------------------------------|
 HA1649| PID    Reference Object                     Distance      Geod. Az  |
 HA1649|                                                           dddmmss.s |
 HA1649| CG8466 DALTON RM 3                          17.044 METERS 12829     |
 HA1649| CG8464 DALTON RM 1                          70.714 METERS 27935     |
 HA1649| HA1651 KENTUCKY UTIL RAD KIW 88 MAST       APPROX. 0.7 KM 2941457.7 |
 HA1649| CG8465 DALTON RM 2                                        3220053.2 |
 HA1649|---------------------------------------------------------------------|
 HA1649
 HA1649                          SUPERSEDED SURVEY CONTROL
 HA1649
 HA1649  NAD 83(1986)-  37 10 41.27163(N)    087 59 28.22551(W) AD(       ) 1
 HA1649  NAD 27      -  37 10 41.08666(N)    087 59 28.16796(W) AD(       ) 1
 HA1649  NGVD 29 (07/19/86)  219.11   (m)          718.9    (f) LEVELING    3  
 HA1649
 HA1649.Superseded values are not recommended for survey control.
 HA1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1649.See file dsdata.txt to determine how the superseded data were derived.
 HA1649
 HA1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1201415093(NAD 83)
 HA1649_MARKER: DS = TRIANGULATION STATION DISK
 HA1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1649
 HA1649  HISTORY     - Date     Condition        Report By
 HA1649  HISTORY     - 1930     MONUMENTED       CGS
 HA1649  HISTORY     - 1934     GOOD             CGS
 HA1649  HISTORY     - 1957     GOOD             CGS
 HA1649  HISTORY     - 1962     GOOD             CGS
 HA1649  HISTORY     - 20021015 MARK NOT FOUND   PENRIL
 HA1649
 HA1649                          STATION DESCRIPTION
 HA1649
 HA1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HA1649'ABOUT 4-1/2 MILES SOUTHEAST OF FREDONIA, 7-1/2 MILES NORTHWEST OF
 HA1649'PRINCETON, AND 1-3/4
 HA1649'MILES NORTHWEST OF CRIDER, ON A SMALL KNOLL ON LAND OWNED BY OSCAR
 HA1649'DALTON.
 HA1649'
 HA1649'FROM CRIDER, A VILLAGE ON HIGHWAY 91, TAKE DIRT ROAD NORTH 2-1/2
 HA1649'MILES, KEEPING LEFT FORK MAIN ROAD AT 1.4 MILES, THENCE
 HA1649'WEST 0.4 MILE TO A T-CORNER.  TURN SOUTH 0.1 MILE TO FORK AT
 HA1649'LARGE TREE, THENCE WEST 1/4 MILE
 HA1649'TO A HOUSE, THENCE SOUTH 0.4 MILE TO GATE ON EAST SIDE OF ROAD AT AN
 HA1649'ANGLE.  FOLLOW LANE THRU GATE 300 YARDS TO MR. DALTONS HOUSE.
 HA1649'ALSO REACHED BY PROCEEDING 2.4 MILES NORTHWEST OF CRIDER, ON HIGHWAY
 HA1649'91, THENCE NORTH ABOUT 1-1/4 MILES TO TOP OF HILL.  TURN RIGHT AND
 HA1649'PROCEED ABOUT 1/4 MILE TO GATE MENTIONED ABOVE.
 HA1649'
 HA1649'STATION IS 12.3 METERS NORTHEAST OF NORTHEAST CORNER OF THE DALTON
 HA1649'HOUSE, AND 3.0 METERS NORTH OF WIRE FENCE, IN A PASTURE.
 HA1649'
 HA1649'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HA1649'SET IN CONCRETE AS DESCRIBED.
 HA1649'
 HA1649'REFERENCE MARK NO. 1 IS WEST-BY-SOUTH OF STATION AT NORTHEAST CORNER
 HA1649'OF BARN, MEASUREMENT ALONG GROUND.
 HA1649'
 HA1649'REFERENCE MARK NO. 2 IS 1/4 MILE NORTHWEST OF STATION, IN FENCE LINE
 HA1649'4 METERS EAST OF ROAD.
 HA1649'
 HA1649'HEIGHT OF SIGNAL ABOVE STATION MARK-23 METERS.
 HA1649
 HA1649                          STATION RECOVERY (1934)
 HA1649
 HA1649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1649'STATION IS LOCATED ON THE PROPERTY OF OSCAR DALTON 7 MILES
 HA1649'NORTHWEST OF
 HA1649'PRINCETON AND 1-1/4 MILES NORTHWEST OF CRIDER, AND 4-1/2 MILES
 HA1649'SOUTHEAST OF FREDONIA, ON SMALL KNOLL IN PASTURE.  STATION IS
 HA1649'12.3 METERS (40 FEET) NORTHEAST OF NORTHEAST CORNER OF THE DALTON
 HA1649'HOUSE, AND 3.0 METERS (10 FEET) NORTH OF WIRE FENCE.
 HA1649'
 HA1649'NOTE- STATION AND REFERENCE MARKS STAMPED 1930, 1934.
 HA1649'
 HA1649'TO REACH STATION FROM PRINCETON, GO NORTHWEST ON HIGHWAY 91, FOR 10.3
 HA1649'MILES TO YELLOW BUNGALOW ON RIGHT, AND THREE MAILBOXES ON
 HA1649'RIGHT.
 HA1649'
 HA1649'NOTE- MR. DALTON GIVES PERMISSION TO USE STATION AT ANY TIME.  THIS
 HA1649'STATION NOT OCCUPIED BY OBSERVING PARTY.  77-FOOT LIGHT STAND USED.
 HA1649'
 HA1649'REFERENCE MARK NO. 1, SET FLUSH WITH GROUND, AT NORTHEAST
 HA1649'CORNER OF BARN, 70.80 METERS (232.3 FEET) FROM STATION.
 HA1649'
 HA1649'REFERENCE MARK NO.2, SET FLUSH WITH GROUND, IN FENCE LINE,
 HA1649'4 METERS (13 FEET) EAST OF ROAD, AND 1/4 MILE FROM STATION
 HA1649'(NORTHWEST).
 HA1649
 HA1649                          STATION RECOVERY (1957)
 HA1649
 HA1649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HA1649'THE STATION AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED AND FOUND
 HA1649'IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 FAILED TO
 HA1649'CHECK BY 0.3 FOOT AND THE ANGLE BETWEEN REFERENCE MARK 1 AND
 HA1649'REFERENCE MARK 2 FAILED TO CHECK BY 1 MINUTE AND 32 SECONDS.  A
 HA1649'NEW REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.
 HA1649'
 HA1649'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HA1649'
 HA1649'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF PRINCETON AND 4.5
 HA1649'MILES SOUTHEAST OF FREDONIA, ON LAND OWNED AND OCCUPIED BY MR.
 HA1649'OSCAR DALTON.  IT IS 40 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 HA1649'DALTON FARM HOUSE,31 FEET EAST OF THE EAST GATE POST INTO THE YARD
 HA1649'AND 11 FEET NORTH OF A FENCE AND A WHITE WITNESS POST.  THE MONUMENT
 HA1649'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED DALTON 1930 1934.
 HA1649'
 HA1649'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 641 AND STATE
 HA1649'HIGHWAY 91 IN THE NORTH EDGE OF FREDONIA, GO EAST AND SOUTHEAST ON
 HA1649'STATE HIGHWAY 91 FOR 3.6 MILES TO A SIDE ROAD LEFT AT FARM HOUSE IN
 HA1649'NORTHWEST ANGLE.  TURN LEFT AND FOLLOW WINDING GRAVELED ROAD
 HA1649'NORTH, UP HILL FOR 0.8 MILE TO A T-ROAD INTERSECTION.  TURN RIGHT AND
 HA1649'GO EAST AND NORTH ON GRAVELED ROAD FOR 0.3 MILE TO A DRIVEWAY
 HA1649'RIGHT LEADING TO FARM HOUSE.  TURN RIGHT AND GO EAST ON DRIVEWAY FOR
 HA1649'0.15 MILE TO THE STATION AS DESCRIBED.
 HA1649'
 HA1649'REFERENCE MARK 1 IS 232.00 FEET WEST OF THE STATION, 1 FOOT EAST OF
 HA1649'THE NORTHEAST CORNER OF A LARGE TOBACCO BARN.  THE MONUMENT
 HA1649'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED DALTON NO 1 1930
 HA1649'1934.
 HA1649'
 HA1649'REFERENCE MARK 2 IS ABOUT 0.25 MILE NORTHWEST OF THE STATION, 11 FEET
 HA1649'EAST OF THE CENTERLINE OF THE NORTH-SOUTH GRAVELED ROAD, 1 FOOT WEST
 HA1649'OF A FENCE AND 1 FOOT NORTH OF A WHITE WITNESS POST.  THE MONUMENT IS
 HA1649'FLUSH AND THE DISK IS STAMPED DALTON NO 2 1930 1934.
 HA1649'
 HA1649'REFERENCE MARK 3 IS 56 FEET EAST OF THE WHITE WITNESS POST AND 2 FEET
 HA1649'NORTH OF A FENCE.  THE MONUMENT PROJECTS ABOUT 4 INCHES AND THE
 HA1649'DISK IS STAMPED DALTON NO 3 1930.
 HA1649'
 HA1649'TO REACH REFERENCE MARK 2 FROM THE STATION, GO WEST ON DRIVEWAY TO
 HA1649'GRAVELED ROAD.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO THE MARK ON
 HA1649'THE RIGHT AS DESCRIBED.
 HA1649'
 HA1649'NOTE- THIS STATION WAS NOT OCCUPIED FOR THE MAIN SCHEME STATIONS AT
 HA1649'THIS TIME.  A 77 FOOT LIGHT STAND WAS ERECTED OVER THE STATION FOR
 HA1649'CHECK ANGLE.  DIRECTIONS SHOWN IN BOX WERE TAKEN FROM A 4 FOOT STAND.
 HA1649'
 HA1649'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA1649
 HA1649                          STATION RECOVERY (1962)
 HA1649
 HA1649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1649'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED, AND FOUND IN GOOD
 HA1649'CONDITION.  AN ERROR WAS FOUND IN THE DIRECTION TO REFERENCE MARKS 1
 HA1649'AND 2.
 HA1649'
 HA1649'A COMPLETE NEW DESCRIPTIONS FOLLOWS-
 HA1649'
 HA1649'THE STATION IS ABOUT 8 MILES NORTHWEST OF PRINCETON, ABOUT 4-1/2
 HA1649'MILES SOUTHEAST OF FREDONIA, AND ON THE PROPERTY OF MR. OSCAR DALTON.
 HA1649'IT IS 232 FEET EAST OF THE NORTHEAST CORNER OF A BARN, 70 FEET NORTH
 HA1649'OF A PUMP, 30 FEET EAST OF AN EAST GATE POST, 30 FEET NORTHEAST OF
 HA1649'AN 18 INCH WALNUT TREE, 11 FEET NORTH OF A WIRE FENCE, AND 10 FEET
 HA1649'NORTH OF A WITNESS POST.  THE MONUMENT PROJECTS 5
 HA1649'INCHES AND THE DISK IS STAMPED DALTON 1930 1934.
 HA1649'
 HA1649'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 641 AND STATE HIGHWAY 91
 HA1649'IN THE NORTH EDGE OF FREDONIA, GO EAST AND SOUTHEAST ON STATE HIGHWAY
 HA1649'91 FOR 3.7 MILES TO A SIDE ROAD LEFT AT A FARM HOUSE IN THE NORTHWEST
 HA1649'ANGLE.  TURN LEFT AND FOLLOW A WINDING GRAVELED ROAD NORTHERLY FOR
 HA1649'0.75 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST AND NORTH ON A
 HA1649'GRAVELED ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE RIGHT. * TURN RIGHT
 HA1649'AND GO EAST ON THE DRIVEWAY FOR 0.15 MILE TO THE RUINS OF MR. DALTONS
 HA1649'HOUSE AND THE STATION.
 HA1649'
 HA1649'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON A GRAVELED
 HA1649'ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 HA1649'
 HA1649'REFERENCE MARK 1 IS 1 FOOT EAST OF THE NORTHEAST CORNER OF THE BARN.
 HA1649'THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED DALTON NO
 HA1649'1 1930 1934.
 HA1649'
 HA1649'REFERENCE MARK 2 IS 29 FEET SOUTHEAST OF A T-FENCE CORNER, 11 FEET
 HA1649'EAST OF THE CENTERLINE OF A GRAVELED ROAD, 1 FOOT WEST OF A WIRE
 HA1649'FENCE, AND 1 FOOT SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS 2
 HA1649'INCHES AND THE DISK IS STAMPED DALTON NO 2 1930 1934.
 HA1649'
 HA1649'REFERENCE MARK 3 IS 56 FEET EAST OF THE WITNESS POST, AND 2 FEET
 HA1649'NORTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND
 HA1649'THE DISK IS STAMPED DALTON NO 3 1930.
 HA1649'
 HA1649'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA1649'
 HA1649'NO MEASUREMENT BETWEEN RMS, BRUSH ON LINE.
 HA1649
 HA1649                          STATION RECOVERY (2002)
 HA1649
 HA1649'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2002 (RL)
 HA1649'MIDDLE OF SOYBEAN FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3258 ***********************************************************************
 GY3258  DESIGNATION -  DAN
 GY3258  PID         -  GY3258
 GY3258  STATE/COUNTY-  KY/MENIFEE
 GY3258  USGS QUAD   -  EZEL (1993)
 GY3258
 GY3258                         *CURRENT SURVEY CONTROL
 GY3258  ___________________________________________________________________
 GY3258* NAD 83(1993)-  37 56 38.19474(N)    083 27 08.17148(W)     ADJUSTED  
 GY3258* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 GY3258  ___________________________________________________________________
 GY3258  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GY3258  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GY3258
 GY3258  HORZ ORDER  -  THIRD
 GY3258
 GY3258.The horizontal coordinates were established by classical geodetic methods
 GY3258.and adjusted by the National Geodetic Survey in December 1995..
 GY3258
 GY3258.The orthometric height was scaled from a topographic map.
 GY3258
 GY3258.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3258
 GY3258.The geoid height was determined by GEOID03.
 GY3258
 GY3258;                    North         East     Units Scale Factor Converg.
 GY3258;SPC KY1Z     - 1,181,235.443 1,701,929.357   MT  0.99990563   +1 24 38.6
 GY3258;SPC KY1Z     - 3,875,436.62  5,583,746.57   sFT  0.99990563   +1 24 38.6
 GY3258;SPC KY N     -    49,579.820   570,119.273   MT  1.00000352   +0 29 46.5
 GY3258;SPC KY N     -   162,663.13  1,870,466.31   sFT  1.00000352   +0 29 46.5
 GY3258;SPC KY S     -   681,198.922   701,949.304   MT  1.00000195   +1 23 36.6
 GY3258;SPC KY S     - 2,234,900.13  2,302,978.67   sFT  1.00000195   +1 23 36.6
 GY3258;UTM  17      - 4,202,431.861   284,517.275   MT  1.00017192   -1 30 30.4
 GY3258
 GY3258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3258!SPC KY1Z     -   0.99994846  x   0.99990563  =   0.99985409
 GY3258!SPC KY N     -   0.99994846  x   1.00000352  =   0.99995198
 GY3258!SPC KY S     -   0.99994846  x   1.00000195  =   0.99995041
 GY3258!UTM  17      -   0.99994846  x   1.00017192  =   1.00012037
 GY3258
 GY3258|---------------------------------------------------------------------|
 GY3258| PID    Reference Object                     Distance      Geod. Az  |
 GY3258|                                                           dddmmss.s |
 GY3258| DB9155 DAN RM 1                              8.785 METERS 07514     |
 GY3258| GY3323 WELLINGTON                          APPROX. 8.3 KM 2391048.5 |
 GY3258| DB9154 DAN AZ MK                                          3041251.5 |
 GY3258| DB9156 DAN RM 2                             11.742 METERS 35259     |
 GY3258|---------------------------------------------------------------------|
 GY3258
 GY3258                          SUPERSEDED SURVEY CONTROL
 GY3258
 GY3258  NAD 83(1986)-  37 56 38.20092(N)    083 27 08.17775(W) AD(       ) 3
 GY3258  NAD 27      -  37 56 37.89600(N)    083 27 08.51700(W) AD(       ) 3
 GY3258
 GY3258.Superseded values are not recommended for survey control.
 GY3258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3258.See file dsdata.txt to determine how the superseded data were derived.
 GY3258
 GY3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8451702432(NAD 83)
 GY3258_MARKER: DS = TRIANGULATION STATION DISK
 GY3258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3258
 GY3258  HISTORY     - Date     Condition        Report By
 GY3258  HISTORY     - 1949     MONUMENTED       CGS
 GY3258  HISTORY     - 1964     GOOD             THOMAS
 GY3258
 GY3258                          STATION DESCRIPTION
 GY3258
 GY3258'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3258'STATION IS LOCATED ABOUT 9 MILES EAST OF FRENCHBURG, ONE MILE SOUTH
 GY3258'OF A SMALL COMMUNITY CALLED DAN AND ON A LOW BRUSHY HILL OWNED BY
 GY3258'J.F. BACK.  IT IS 125 FEET EAST OF THE ROAD, 75 FEET EAST OF AN OLD
 GY3258'HOUSE AND 4 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 GY3258'PROJECTS 4 INCHES AND THE DISK IS STAMPED DAN 1949.
 GY3258'
 GY3258'REFERENCE MARK NO. 1 IS 165 FEET EAST OF THE ROAD.  THE MARK PROJECTS
 GY3258'4 INCHES AND THE DISK IS STAMPED DAN NO 1 1949.
 GY3258'
 GY3258'REFERENCE MARK NO. 2 IS 100 FEET EAST OF THE ROAD.  THE MARK PROJECTS
 GY3258'ABOUT 4 INCHES AND THE DISK IS STAMPED DAN NO 2 1949.
 GY3258'
 GY3258'AZIMUTH MARK IS 15 FEET SOUTHWEST OF THE CENTER OF THE ROAD AND 2
 GY3258'FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 GY3258'4 INCHES AND THE DISK IS STAMPED DAN 1949.
 GY3258'
 GY3258'TO REACH THE STATION FROM THE POST OFFICE IN MOREHEAD GO WEST ON U.S.
 GY3258'HIGHWAY 60 FOR 0.9 MILE TO A T-ROAD LEFT AND SIGN FRENCHBURG 30
 GY3258'MILES, TURN LEFT AND FOLLOW ROAD TO FRENCHBURG FOR 19.65 MILES TO A
 GY3258'T-ROAD LEFT AND SIGN DAN 4 MILES, TURN LEFT AND GO 1.9 MILES TO
 GY3258'STATION BIG WOODS ON THE LEFT, CONTINUE 3.1 MILE TO A T-ROAD RIGHT AT
 GY3258'DAN, TURN RIGHT AND GO 0.4 MILE TO A T-ROAD LEFT, TURN LEFT AND GO
 GY3258'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT, JUST AFTER PASSING
 GY3258'CEMETERY, CONTINUE 0.5 MILE TO AN OLD HOUSE ON THE LEFT AND
 GY3258'STATION AS DESCRIBED.
 GY3258'
 GY3258'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GY3258
 GY3258                          STATION RECOVERY (1964)
 GY3258
 GY3258'RECOVERY NOTE BY THOMAS ENG AND SURV 1964 (HBW)
 GY3258'DAN 1949 ROUND UNDISTURBED.
 GY3258'
 GY3258'DAN NO 1 1949 FOUND UNDISTURBED.
 GY3258'
 GY3258'DAN NO 2 1949 FOUND UNDISTRUBED.
 GY3258'
 GY3258'DAN 1949 (AZ MK) FOUND UNDISTURBED.
 GY3258'
 GY3258'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND AT THE STATION DUE
 GY3258'TO GROWTH OF PINE TREES ABOUT HALF WAY BETWEEN.  VISIBILITY FROM
 GY3258'STATION IS POOR IN ALL DIRECTIONS DUE TO BRUSH.  ABOUT 30 FEET OF
 GY3258'TOWER WOULD BE NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3264 ***********************************************************************
 GY3264  DESIGNATION -  DANIELS
 GY3264  PID         -  GY3264
 GY3264  STATE/COUNTY-  KY/PERRY
 GY3264  USGS QUAD   -  HAZARD NORTH (1992)
 GY3264
 GY3264                         *CURRENT SURVEY CONTROL
 GY3264  ___________________________________________________________________
 GY3264* NAD 83(1993)-  37 15 29.30156(N)    083 11 03.44702(W)     ADJUSTED  
 GY3264* NAVD 88     -       486.     (meters)    1594.     (feet)  SCALED    
 GY3264  ___________________________________________________________________
 GY3264  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 GY3264  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GY3264
 GY3264  HORZ ORDER  -  THIRD
 GY3264
 GY3264.The horizontal coordinates were established by classical geodetic methods
 GY3264.and adjusted by the National Geodetic Survey in December 1995..
 GY3264
 GY3264.The orthometric height was scaled from a topographic map.
 GY3264
 GY3264.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3264
 GY3264.The geoid height was determined by GEOID03.
 GY3264
 GY3264;                    North         East     Units Scale Factor Converg.
 GY3264;SPC KY1Z     - 1,105,767.151 1,727,566.556   MT  0.99996276   +1 34 30.9
 GY3264;SPC KY1Z     - 3,627,837.73  5,667,857.94   sFT  0.99996276   +1 34 30.9
 GY3264;SPC KY S     -   605,719.467   727,563.501   MT  0.99994628   +1 33 21.6
 GY3264;SPC KY S     - 1,987,264.62  2,387,014.59   sFT  0.99994628   +1 33 21.6
 GY3264;UTM  17      - 4,125,745.182   306,296.725   MT  1.00006222   -1 19 22.1
 GY3264
 GY3264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3264!SPC KY1Z     -   0.99992867  x   0.99996276  =   0.99989143
 GY3264!SPC KY S     -   0.99992867  x   0.99994628  =   0.99987496
 GY3264!UTM  17      -   0.99992867  x   1.00006222  =   0.99999089
 GY3264
 GY3264|---------------------------------------------------------------------|
 GY3264| PID    Reference Object                     Distance      Geod. Az  |
 GY3264|                                                           dddmmss.s |
 GY3264| GY3265 HAZARD STATE POLICE RADIO MAST        4.698 METERS 02943     |
 GY3264| DB9157 DANIELS RM 1                          4.538 METERS 03133     |
 GY3264| GY3277 HAZARD PERRY CO CTHSE DOME          APPROX. 1.4 KM 2225910.9 |
 GY3264| DB9158 DANIELS RM 2                          7.087 METERS 24937     |
 GY3264|---------------------------------------------------------------------|
 GY3264
 GY3264                          SUPERSEDED SURVEY CONTROL
 GY3264
 GY3264  NAD 83(1993)-  37 15 29.30983(N)    083 11 03.45230(W) AD(       ) 3
 GY3264  NAD 83(1986)-  37 15 29.30927(N)    083 11 03.45276(W) AD(       ) 3
 GY3264  NAD 27      -  37 15 28.96700(N)    083 11 03.82700(W) AD(       ) 3
 GY3264
 GY3264.Superseded values are not recommended for survey control.
 GY3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3264.See file dsdata.txt to determine how the superseded data were derived.
 GY3264
 GY3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB0629725745(NAD 83)
 GY3264_MARKER: DS = TRIANGULATION STATION DISK
 GY3264_SETTING: 80 = SET IN A BOULDER
 GY3264_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GY3264
 GY3264  HISTORY     - Date     Condition        Report By
 GY3264  HISTORY     - 1950     MONUMENTED       CGS
 GY3264  HISTORY     - 1960     SEE DESCRIPTION  THOMAS
 GY3264
 GY3264                          STATION DESCRIPTION
 GY3264
 GY3264'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3264'STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF HAZARD ON TOP OF A HIGH
 GY3264'HILL NEAR THE HAZARD, STATE POLICE RADIO MAST.  IT IS 15 FEET
 GY3264'SOUTHWEST OF RADIO MAST AND 10 FEET EAST OF THE SOUTHEAST CORNER OF A
 GY3264'SMALL CONCRETE BLOCK BUILDING.  THE DISK IS SET FLUSH IN A 4 X 6
 GY3264'FOOT BOULDER WHICH PROJECTS ABOUT 3 FEET AND IS STAMPED DANIELS 1950.
 GY3264'
 GY3264'REFERENCE MARK NO.1 IS SET FLUSH IN THE CONCRETE BASE OF RADIO MAST.
 GY3264'THE DISK IS STAMPED DANIELS NO 1 1950.
 GY3264'
 GY3264'REFERENCE MARK NO.2 IS 7 FEET WEST OF THE SOUTHWEST CORNER OF SMALL
 GY3264'CONCRETE BLOCK BUILDING.  THE MARK IS A LARGE BOULDER AND THE
 GY3264'DISK IS STAMPED DANIELS NO 2 1950.
 GY3264'
 GY3264'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3264'
 GY3264'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF BASE OF RADIO MAST.
 GY3264'THE DISTANCE WAS 15.40 FEET, 4.695 METERS.
 GY3264'
 GY3264'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND 15 BYPASS,
 GY3264'IN THE NORTH SECTION OF HAZARD, GO SOUTH ON 15 BYPASS FOR 0.3
 GY3264'MILE TO A STREET LEFT ACROSS A CONCRETE BRIDGE, TURN LEFT ON THIS
 GY3264'STREET, BAKER AVENUE, AND GO 0.5 MILE TO THE END OF PAVEMENT,
 GY3264'CONTINUE AHEAD ON DIRT ROAD FOR 0.7 MILE TO A T ROAD INTERSECTION,
 GY3264'TURN RIGHT AND FOLLOW MAIN DIRT ROAD UP MOUNTAIN FOR 0.9 MILE TO
 GY3264'THE TOP OF MOUNTAIN NEAR A THREE ROAD INTERSECTION AND END OF TRUCK
 GY3264'TRAVEL. FROM HERE PACK UP A DIM TRAIL TO THE RADIO MAST AND STATION
 GY3264'AS DESCRIBED.  (THIS IS ABOUT 1/2 MILE-15 MINUTE PACK.)
 GY3264'
 GY3264'*VISIBLE FROM THE GROUND.
 GY3264'
 GY3264'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GY3264
 GY3264                          STATION RECOVERY (1960)
 GY3264
 GY3264'RECOVERY NOTE BY THOMAS ENG AND SURV 1960 (GNS)
 GY3264'THE STATION DISK IS MISSING, STEM REMAINS IN DRILL HOLE.
 GY3264'
 GY3264'THE DISK FOR REFERENCE MARK 1 WAS PLACED ON A TOWER BASE, AND IT WAS
 GY3264'TIPPED WHEN THE RADIO MAST MOUNTED THEREON WAS DESTROYED BY
 GY3264'WINDSTORM.
 GY3264'
 GY3264'REFERENCE MARK 2 WAS FOUND UNDISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2653 ***********************************************************************
 GZ2653  CBN         -  This is a Cooperative Base Network Control Station.
 GZ2653  PACS        -  This is a Primary Airport Control Station.
 GZ2653  DESIGNATION -  DANPORT
 GZ2653  PID         -  GZ2653
 GZ2653  STATE/COUNTY-  KY/BOYLE
 GZ2653  USGS QUAD   -  JUNCTION CITY (1979)
 GZ2653
 GZ2653                         *CURRENT SURVEY CONTROL
 GZ2653  ___________________________________________________________________
 GZ2653* NAD 83(1993)-  37 34 47.47296(N)    084 46 26.52343(W)     ADJUSTED  
 GZ2653* NAVD 88     -       309.472  (meters)    1015.33   (feet)  ADJUSTED  
 GZ2653  ___________________________________________________________________
 GZ2653  X           -     460,995.997 (meters)                     COMP
 GZ2653  Y           -  -5,040,185.752 (meters)                     COMP
 GZ2653  Z           -   3,868,760.636 (meters)                     COMP
 GZ2653  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 GZ2653  ELLIP HEIGHT-         277.09  (meters)          (11/03/04) GPS OBS
 GZ2653  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GZ2653  DYNAMIC HT  -         309.231 (meters)    1014.54  (feet)  COMP
 GZ2653  MODELED GRAV-     979,844.4   (mgal)                       NAVD 88
 GZ2653
 GZ2653  HORZ ORDER  -  B
 GZ2653  VERT ORDER  -  FIRST     CLASS II
 GZ2653  ELLP ORDER  -  THIRD     CLASS I
 GZ2653
 GZ2653.This mark is at Stuart Powell Field Airport (DVK)
 GZ2653
 GZ2653.The horizontal coordinates were established by GPS observations
 GZ2653.and adjusted by the National Geodetic Survey in January 1997..
 GZ2653
 GZ2653.The orthometric height was determined by differential leveling
 GZ2653.and adjusted by the National Geodetic Survey in June 1991..
 GZ2653
 GZ2653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ2653
 GZ2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2653
 GZ2653.The ellipsoidal height was determined by GPS observations
 GZ2653.and is referenced to NAD 83.
 GZ2653
 GZ2653.The geoid height was determined by GEOID03.
 GZ2653
 GZ2653.The dynamic height is computed by dividing the NAVD 88
 GZ2653.geopotential number by the normal gravity value computed on the
 GZ2653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2653.degrees latitude (g = 980.6199 gals.).
 GZ2653
 GZ2653.The modeled gravity was interpolated from observed gravity values.
 GZ2653
 GZ2653;                    North         East     Units Scale Factor Converg.
 GZ2653;SPC KY1Z     - 1,138,792.840 1,586,199.598   MT  0.99991826   +0 35 57.1
 GZ2653;SPC KY1Z     - 3,736,189.51  5,204,056.51   sFT  0.99991826   +0 35 57.1
 GZ2653;SPC KY S     -   638,778.274   586,202.766   MT  0.99995457   +0 35 30.8
 GZ2653;SPC KY S     - 2,095,725.05  1,923,233.57   sFT  0.99995457   +0 35 30.8
 GZ2653;UTM  16      - 4,161,529.799   696,556.344   MT  1.00007590   +1 21 28.7
 GZ2653
 GZ2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2653!SPC KY1Z     -   0.99995652  x   0.99991826  =   0.99987478
 GZ2653!SPC KY S     -   0.99995652  x   0.99995457  =   0.99991109
 GZ2653!UTM  16      -   0.99995652  x   1.00007590  =   1.00003242
 GZ2653
 GZ2653:                Primary Azimuth Mark                     Grid Az
 GZ2653:SPC KY1Z     -  B 153                                    003 38 47.3
 GZ2653:SPC KY S     -  B 153                                    003 39 13.6
 GZ2653:UTM  16      -  B 153                                    002 53 15.7
 GZ2653
 GZ2653|---------------------------------------------------------------------|
 GZ2653| PID    Reference Object                     Distance      Geod. Az  |
 GZ2653|                                                           dddmmss.s |
 GZ2653| GZ1313 B 153                               APPROX. 0.5 KM 0041444.4 |
 GZ2653|---------------------------------------------------------------------|
 GZ2653
 GZ2653                          SUPERSEDED SURVEY CONTROL
 GZ2653
 GZ2653  ELLIP H (01/09/97)  277.11   (m)                       GP(       ) 4 1
 GZ2653  NAD 83(1993)-  37 34 47.47214(N)    084 46 26.52334(W) AD(       ) 3
 GZ2653  ELLIP H (12/20/95)  277.11   (m)                       GP(       ) 4 1
 GZ2653  NAD 83(1986)-  37 34 47.47986(N)    084 46 26.53257(W) AD(       ) 3
 GZ2653  NAVD 88 (01/09/97)  309.47   (m)         1015.3    (f) LEVELING    3  
 GZ2653  NGVD 29 (11/06/89)  309.6    (m)         1016.     (f) GPS OBS        
 GZ2653
 GZ2653.Superseded values are not recommended for survey control.
 GZ2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2653.See file dsdata.txt to determine how the superseded data were derived.
 GZ2653
 GZ2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG9655661530(NAD 83)
 GZ2653_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2653_SP_SET: CONCRETE POST
 GZ2653_STAMPING: DANPORT 1986
 GZ2653_MARK LOGO: NGS   
 GZ2653_PROJECTION: FLUSH
 GZ2653_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2653+STABILITY: SURFACE MOTION
 GZ2653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2653+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 GZ2653
 GZ2653  HISTORY     - Date     Condition        Report By
 GZ2653  HISTORY     - 1986     MONUMENTED       NGS
 GZ2653  HISTORY     - 1986     GOOD             NGS
 GZ2653  HISTORY     - 19861231 GOOD             NGS
 GZ2653  HISTORY     - 19890411 GOOD
 GZ2653  HISTORY     - 19951107 GOOD             LOWE
 GZ2653  HISTORY     - 19960818 GOOD             NGS
 GZ2653  HISTORY     - 20011005 GOOD             KYDT
 GZ2653  HISTORY     - 20030120 GOOD             WOOLPT
 GZ2653  HISTORY     - 20051010 GOOD             GESOLU
 GZ2653
 GZ2653                          STATION DESCRIPTION
 GZ2653
 GZ2653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 GZ2653'1.6 KM (1.0 MI) NE FROM SHELBY CITY.
 GZ2653'ON THE NORTH SIDE).
 GZ2653'THE MARK IS 0.18 M BELOW RUNWAY.
 GZ2653'0.6 KM (0.4 MI) NORTH ALONG U.S. HIGHWAY 127 FROM THE JUNCTION OF
 GZ2653'STATE HIGHWAY 300 IN SHELBY CITY, THENCE 0.5 KM (0.3 MI) EAST ALONG
 GZ2653'STATE HIGHWAY 1273 (AIRPORT ROAD) TO A GATE ON THE RIGHT AND BENCH
 GZ2653'MARK B 153, THENCE 0.5 KM (0.3 MI) SOUTH ALONG THE EAST SIDE OF THE
 GZ2653'RUNWAY TO THE MARK ON THE LEFT, 5.9 METERS (19.5 FT) EAST OF THE EAST
 GZ2653'EDGE OF THE NORTH-SOUTH RUNWAY, 38.4 METERS (126.0 FT) SOUTH OF THE
 GZ2653'CENTER OF THE TAXI STRIP, 0.91 METER (3.0 FT) SOUTHEAST OF THE
 GZ2653'SOUTHEAST CORNER OF A SIGN READING (TAXI ON THE SOUTH SIDE AND RY 12
 GZ2653
 GZ2653                          STATION RECOVERY (1986)
 GZ2653
 GZ2653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 GZ2653'THE STATION IS ABOUT 5.6 KM (3.50 MI) SOUTH OF DANVILLE, 1.6 KM
 GZ2653'(1.00 MI) EAST OF JUNCTION CITY, 0.5 KM (0.30 MI) EAST OF US HIGHWAY
 GZ2653'127 AND AT THE DANVILLE-GOODALL FIELD AIRPORT IN THE MEDIAN BETWEEN
 GZ2653'THE TAXIWAY AND RUNWAY 12/30.  OWNERSHIP--AERO TECH, INC.,
 GZ2653'DANVILLE-GOODALL FIELD, RT. 5, BOX 203B, DANVILLE, KY 40422, PHONE
 GZ2653'606-854-6170.  THE AIRPORT MANAGER IS WILLIAM HAMMOND.
 GZ2653'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS 150 BYPASS
 GZ2653'AND 127, IN DANVILLE, DRIVE SOUTH FOR 3.58 KM (2.20 MI) ON HIGHWAY 127
 GZ2653'TO THE INTERSECTION OF STATE ROAD 1273.  TURN LEFT AND DRIVE EAST FOR
 GZ2653'0.70 KM (0.45 MI) ON STATE ROAD 1273 TO A PAVED AIRPORT ENTRANCE ROAD
 GZ2653'RIGHT.  TURN RIGHT AND DRIVE TO THE END OF ROAD AND THE AIRPORT OFFICE
 GZ2653'RIGHT.  FROM THE AIRPORT OFFICE DRIVE SOUTH FOR 0.13 KM (0.10 MI) TO A
 GZ2653'TAXIWAY.  TURN RIGHT AND DRIVE WEST FOR 0.27 KM (0.15 MI) ON THE
 GZ2653'TAXIWAY TO THE END AND THE STATION ON THE LEFT.
 GZ2653'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---DANPORT
 GZ2653'1986---, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 GZ2653'GROUND.  LOCATED 48.2 M (158.1 FT) NORTH-NORTHEAST OF THE CENTERLINE
 GZ2653'OF RUNWAY, 36.3 M (119.1 FT) SOUTH-SOUTHWEST OF CENTER OF TAXIWAY AND
 GZ2653'0.8 M (2.6 FT) SOUTHEAST OF A TAXIWAY LIGHT AND A FIBERGLASS WITNESS
 GZ2653'POST.  THE UNDERGROUND MARK IS 1.0 M (3.3 FT) BELOW THE GROUND
 GZ2653'SURFACE.
 GZ2653'DESCRIBED BY D. CONNER.
 GZ2653
 GZ2653                          STATION RECOVERY (1986)
 GZ2653
 GZ2653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 GZ2653'THIS STATION IS LOCATED NE OF THE INTERSECTION OF RUNWAYS 1-19 AND
 GZ2653'12-30, IN THE GRASSY AREA FORMED BY THE TWO RUNWAYS AND THE TAXIWAY
 GZ2653'PARALLEL TO RUNWAY 12-30.  THE STATION IS 163.3 FT (49.8 M) NNE OF CL
 GZ2653'END RWY 12, 119.1 FT (36.3 M) SSW OF THE CENTERLINE OF THE TAXIWAY,
 GZ2653'AND 2.6 FT (0.8 M) SE OF A TAXIWAY SIGN AND A FIBERGLASS WITNESS POST.
 GZ2653'THE STATION IS A STANDARD NGS DISK STAMPED DANPORT 1986, SET INTO THE
 GZ2653'TOP OF A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 GZ2653
 GZ2653                          STATION RECOVERY (1989)
 GZ2653
 GZ2653'RECOVERED 1989
 GZ2653'RECOVERED IN GOOD CONDITION.
 GZ2653
 GZ2653                          STATION RECOVERY (1995)
 GZ2653
 GZ2653'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 GZ2653'RECOVERED AS DESCRIBED, NEW TELEPHONE NUMBER, 606-854-6849.  THIS
 GZ2653'STATION IS A PRIMARY AIRPORT CONTROL STATION.
 GZ2653
 GZ2653                          STATION RECOVERY (1996)
 GZ2653
 GZ2653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 GZ2653'RECOVERED AS DESCRIBED.
 GZ2653
 GZ2653                          STATION RECOVERY (2001)
 GZ2653
 GZ2653'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (LN)
 GZ2653'RECOVERED IN GOOD CONDITION.
 GZ2653
 GZ2653                          STATION RECOVERY (2003)
 GZ2653
 GZ2653'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 GZ2653'RECOVERED AS DESCRIBED WITH THESE ADDITIONS...
 GZ2653' 
 GZ2653'AIRPORT IS MANAGED BY PATRIOT AVIATION LLC, PHONE NUMBER 859-854-5994.
 GZ2653'TAXIWAY SIGN REFERENCED IN DESCRIPTION READS 'RY-12'.
 GZ2653
 GZ2653                          STATION RECOVERY (2005)
 GZ2653
 GZ2653'RECOVERY NOTE BY GEOMATICS SOLUTIONS 2005 (HGM)
 GZ2653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1295 ***********************************************************************
 GZ1295  DESIGNATION -  DANVILLE MAG
 GZ1295  PID         -  GZ1295
 GZ1295  STATE/COUNTY-  KY/BOYLE
 GZ1295  USGS QUAD   -  DANVILLE (1985)
 GZ1295
 GZ1295                         *CURRENT SURVEY CONTROL
 GZ1295  ___________________________________________________________________
 GZ1295* NAD 83(1993)-  37 38 41.31142(N)    084 46 50.64348(W)     ADJUSTED  
 GZ1295* NAVD 88     -       298.469  (meters)     979.23   (feet)  ADJUSTED  
 GZ1295  ___________________________________________________________________
 GZ1295  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 GZ1295  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 GZ1295  DYNAMIC HT  -         298.238 (meters)     978.47  (feet)  COMP
 GZ1295  MODELED GRAV-     979,845.7   (mgal)                       NAVD 88
 GZ1295
 GZ1295  HORZ ORDER  -  SECOND
 GZ1295  VERT ORDER  -  FIRST     CLASS II
 GZ1295
 GZ1295.The horizontal coordinates were established by classical geodetic methods
 GZ1295.and adjusted by the National Geodetic Survey in December 1995..
 GZ1295
 GZ1295.The orthometric height was determined by differential leveling
 GZ1295.and adjusted by the National Geodetic Survey in June 1991..
 GZ1295.WARNING-Repeat measurements at this control monument indicate possible
 GZ1295.vertical movement.
 GZ1295
 GZ1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1295
 GZ1295.The geoid height was determined by GEOID03.
 GZ1295
 GZ1295.The dynamic height is computed by dividing the NAVD 88
 GZ1295.geopotential number by the normal gravity value computed on the
 GZ1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1295.degrees latitude (g = 980.6199 gals.).
 GZ1295
 GZ1295.The modeled gravity was interpolated from observed gravity values.
 GZ1295
 GZ1295;                    North         East     Units Scale Factor Converg.
 GZ1295;SPC KY1Z     - 1,145,994.990 1,585,532.988   MT  0.99991307   +0 35 42.3
 GZ1295;SPC KY1Z     - 3,759,818.56  5,201,869.48   sFT  0.99991307   +0 35 42.3
 GZ1295;SPC KY S     -   645,980.809   585,537.045   MT  0.99996006   +0 35 16.2
 GZ1295;SPC KY S     - 2,119,355.37  1,921,049.46   sFT  0.99996006   +0 35 16.2
 GZ1295;UTM  16      - 4,168,723.616   695,794.169   MT  1.00007221   +1 21 21.2
 GZ1295
 GZ1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1295!SPC KY1Z     -   0.99995829  x   0.99991307  =   0.99987136
 GZ1295!SPC KY S     -   0.99995829  x   0.99996006  =   0.99991835
 GZ1295!UTM  16      -   0.99995829  x   1.00007221  =   1.00003049
 GZ1295
 GZ1295|---------------------------------------------------------------------|
 GZ1295| PID    Reference Object                     Distance      Geod. Az  |
 GZ1295|                                                           dddmmss.s |
 GZ1295| AE5195 DANVILLE MAG AZ MK 2                291.294 METERS 08951     |
 GZ1295| GZ1296 DANVILLE MAG AZ MK                                 1024511.1 |
 GZ1295| GZ3116 DANVILLE MAG RM 3                    10.368 METERS 11938     |
 GZ1295| KY0173 B 200                                46.900 METERS 16744     |
 GZ1295| GZ2559 DANVILLE MAG RM 4                    17.258 METERS 18256     |
 GZ1295| KY0042 G 347                                40.453 METERS 26133     |
 GZ1295| GZ3024 HARRODS                             APPROX.11.9 KM 3522406.2 |
 GZ1295|---------------------------------------------------------------------|
 GZ1295
 GZ1295                          SUPERSEDED SURVEY CONTROL
 GZ1295
 GZ1295  NAD 83(1986)-  37 38 41.32036(N)    084 46 50.64997(W) AD(       ) 2
 GZ1295  NAD 27      -  37 38 41.03300(N)    084 46 50.83700(W) AD(       ) 2
 GZ1295  NGVD 29 (??/??/92)  298.629  (m)          979.75   (f) ADJ UNCH    1 2
 GZ1295
 GZ1295.Superseded values are not recommended for survey control.
 GZ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1295.See file dsdata.txt to determine how the superseded data were derived.
 GZ1295
 GZ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG9579468724(NAD 83)
 GZ1295_MARKER: DM = MAGNETIC STATION DISK
 GZ1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1295_SP_SET: CONCRETE POST
 GZ1295_STAMPING: 979.752
 GZ1295_MARK LOGO: CGS   
 GZ1295_PROJECTION: PROJECTING 18 CENTIMETERS
 GZ1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1295+STABILITY: SURFACE MOTION
 GZ1295
 GZ1295  HISTORY     - Date     Condition        Report By
 GZ1295  HISTORY     - 1935     MONUMENTED       CGS
 GZ1295  HISTORY     - 1943     GOOD             CGS
 GZ1295  HISTORY     - 1950     GOOD             CGS
 GZ1295  HISTORY     - 1958     GOOD             CGS
 GZ1295  HISTORY     - 1958     GOOD             CGS
 GZ1295  HISTORY     - 1964     MARK NOT FOUND   CGS
 GZ1295  HISTORY     - 1978     GOOD             NGS
 GZ1295  HISTORY     - 1981     GOOD             KYDT
 GZ1295  HISTORY     - 1985     GOOD             NGS
 GZ1295
 GZ1295                          STATION DESCRIPTION
 GZ1295
 GZ1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GZ1295'STATION IS A STANDARD MAGNETIC DISK SET IN A CUT LIMESTONE 6- BY
 GZ1295'6-INCH POST, PROJECTING ABOUT 6 INCHES ABOVE THE GROUND IT IS LOCATED
 GZ1295'ABOUT THE MIDDLE OF THE CAMPUS OF CENTRE COLLEGE. IT IS ABOUT 100
 GZ1295'YARDS SE OF THE ADMINISTRATION BUILDING, 221 FEET NW OF MAIN ENTRANCE
 GZ1295'TO MAIN BUILDING 145 FEET S OF CENTER LINE OF WALNUT STREET AND
 GZ1295'123.45 FEET S OF TELEPHONE POLE NO.3748.
 GZ1295'
 GZ1295'REFERENCE MARK NO.1 IS SSE OF STATION SET IN CONCRETE SIDEWALK, 14.2
 GZ1295'FEET S OF CENTER OF MAIN DRIVE THROUGH CAMPUS, 8 INCHES S OF N
 GZ1295'EDGE OF SIDEWALK, 97.5 FEET W OF MAIN ENTRANCE TO MAIN BUILDING, 22
 GZ1295'FEET E OF FIRE HYDRANT.
 GZ1295'
 GZ1295'REFERENCE MARK NO.2 IS SW OF STATION SET IN CONCRETE SIDEWALK, 15
 GZ1295'FEET S OF CENTER LINE OF MAIN DRIVE THROUGH CAMPUS, 8 INCHES S OF N
 GZ1295'EDGE OF SIDEWALK.
 GZ1295'
 GZ1295'AZIMUTH MARK IS SET IN CONCRETE SIDEWALK, E OF STATION, 8 FEET SW OF
 GZ1295'NW CORNER OF LIBRARY BUILDING. 40 FEET N OF ENTRANCE TO
 GZ1295'LIBRARY, 72 FEET N OF SW CORNER OF LIBRARY 36 FEET E OF CENTER LINE
 GZ1295'OF MAIN DRIVE THROUGH CAMPUS.
 GZ1295'
 GZ1295'TO REACH FROM THE POST OFFICE IN DANVILLE- GO S ONE BLOCK TO WALNUT
 GZ1295'STREET TURN RIGHT (W) AND GO 0.35 MILE TO TELEPHONE POLE 3748 ON
 GZ1295'LEFT AND MAGNETIC STATION 50 PACES S.
 GZ1295'
 GZ1295'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 GZ1295
 GZ1295                          STATION RECOVERY (1943)
 GZ1295
 GZ1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JHH)
 GZ1295'JAMES H. HEWLETT, DEAN OF CENTRE COLLEGE, RECOVERED THE STATION MARK,
 GZ1295'AZIMUTH MARK AND R.M. 2. HIS COMMENTS FOLLOW-
 GZ1295'
 GZ1295'STATION IS ABOUT 150 FEET SOUTH OF THE CENTER LINE OF WALNUT STREET,
 GZ1295'ABOUT 7 FEET WEST OF THE NORTHWEST CORNER OF THE LIBRARY, 39 FEET
 GZ1295'NORTH OF THE CENTER OF THE ENTRANCE, ABOUT 35 FEET SOUTHEAST OF THE
 GZ1295'CENTER LINE OF THE CIRCULAR DRIVE AND THE CEMENT WALK AND FLUSH
 GZ1295'WITH THE GROUND.
 GZ1295'
 GZ1295'AZIMUTH MARK IS ABOUT 125 FEET SOUTH OF THE CENTER LINE OF WALNUT
 GZ1295'STREET.
 GZ1295'
 GZ1295'R.M. 2 IS ABOUT 200 FEET NORTHWEST OF THE ENTRANCE, ABOUT 175 FEET
 GZ1295'EAST OF THE DORMITORY, ABOUT 150 FEET SOUTH OF THE CENTER LINE OF
 GZ1295'WALNUT STREET, ABOUT 20 FEET WEST OF THE CENTER LINE OF A CIRCULAR
 GZ1295'DRIVE, IN THE CEMENT WALK, AND ABOUT FLUSH WITH THE GROUND. THE
 GZ1295'DISK IS STAMPED---DANVILLE 1935 NO. 2.
 GZ1295
 GZ1295                          STATION RECOVERY (1950)
 GZ1295
 GZ1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 GZ1295'AT DANVILLE.
 GZ1295'AT DANVILLE, ONE BLOCK SOUTH ALONG SOUTH FOURT STREET FROM THE
 GZ1295'POST OFFICE, THENCE ABOUT 0.35 MILE WEST ALONG WALNUT STREET,
 GZ1295'ON THE CAMPUS OF CENTRE COLLEGE, IN A LAWN BETWEEN WALNUT
 GZ1295'STREET AND A CIRCULAR DRIVE THROUGH CAMPUS, 221 FEET NORTH-NORTHWEST
 GZ1295'OF THE NORTHWEST CORNER OF THE NORTH WING OF THE MAIN BUILDING,
 GZ1295'154 FEET NORTH AND ACROSS THE CIRCULAR DRIVE FROM R.M. NO. 1,
 GZ1295'133 FEET EAST AND ACROSS CIRCULAR DRIVE FROM R.M. NO. 2, 147
 GZ1295'FEET SOUTH OF THE CENTER LINE OF WALNUT STREET, 13 FEET
 GZ1295'SOUTHWEST OF THE EAST ONE OF TWO 6-INCH SHORT LEAF PINE TREES,
 GZ1295'AND SET IN THE TOP OF A LIMESTONE POST PROJECTING 7 INCHES.
 GZ1295
 GZ1295                          STATION RECOVERY (1958)
 GZ1295
 GZ1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 GZ1295'ALL MARKS WERE RECOVERED AS DESCRIBED AND ELEVATION WAS STAMPED, ON
 GZ1295'ALL MARKS. FOUND WHILE RECOVERING BENCH MARKS.
 GZ1295
 GZ1295                          STATION RECOVERY (1958)
 GZ1295
 GZ1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GZ1295'RECOVERED IN GOOD CONDITION.
 GZ1295
 GZ1295                          STATION RECOVERY (1964)
 GZ1295
 GZ1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FL)
 GZ1295'DID NOT LOCATE STATION.  CONTACTED GROUNDKEEPER WHO STATED REFERENCE
 GZ1295'MARKS HAD BEEN DESTROYED.  WHEN NEW SIDEWALKS WERE PUT IN, ALSO
 GZ1295'PLACE WHERE STATION WAS PUT, THEY HAVE TAKEN UP WALKS AND HAVE NEW
 GZ1295'SHRUBS SET.  UNABLE TO LOCATE STATION.
 GZ1295
 GZ1295                          STATION RECOVERY (1978)
 GZ1295
 GZ1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GZ1295'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE MARKS
 GZ1295'AND AZIMUTH MARK WERE NOT FOUND AND ASSUMED DESTROYED BY CAMPUS
 GZ1295'CONSTRUCTION.  REFERENCE MARKS 3 AND 4 WERE SET.  A NEW AZIMUTH MARK
 GZ1295'WAS SET AND A POLARIS OBSERVATION MADE.  A NEW DESCRIPTION FOLLOWS.
 GZ1295'
 GZ1295'THE STATION IS LOCATED AT DANVILLE, 182 FEET NORTHWEST OF THE
 GZ1295'NORTHWEST CORNER OF CENTRE COLLEGE LIBRARY, 147 FEET SOUTH OF THE
 GZ1295'CENTERLINE OF WALNUT STREET, 28 FEET NORTHWEST OF A METAL LIGHT POLE,
 GZ1295'12 FEET SOUTHEAST OF A 12 INCH PINE TREE, 25 FEET WEST OF AN 18 INCH
 GZ1295'ASH TREE AND 92 FEET NORTH OF A 10 FOOT HIGH BRONZE SCULPTOR.  A
 GZ1295'STANDARD MAGNETIC STATION DISK SET IN THE TOP OF A 6 BY 6 INCH
 GZ1295'SQUARE CONCRETE POST, PROJECTING 7 INCHES AND STAMPED---979.752---.
 GZ1295'
 GZ1295'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 GZ1295'---DANVILLE MAG STA 1935 NO 3 1978---154 FEET SOUTH OF THE
 GZ1295'CENTERLINE OF WALNUT STREET, IN GRASS AT THE EAST EDGE OF SIDEWALK,
 GZ1295'14 FEET SOUTH EAST OF AN 18 INCH ASH TREE, 27 FEET NORTHEAST OF
 GZ1295'METAL LIGHT POLE, 84 FEET NORTHEAST OF THE SCULPTOR AND 162 FEET NORTH
 GZ1295'OF THE NORTHWEST CORNER OF THE NORTHWEST CORNER OF THE LIBRARY.
 GZ1295'
 GZ1295'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 GZ1295'---DANVILLE MAG STA 1935 NO 4 1978---FLUSH WITH THE GROUND, SET IN
 GZ1295'THE NORTH END OF A GRASSY TRIANGLE FORMED BY 2 SIDEWALKS, 35 FEET
 GZ1295'NORTH OF THE SCULPTOR, 29 FEET SOUTH OF METAL LIGHT POLE, 125 FEET
 GZ1295'NORTHWEST OF THE NORTHWEST CORNER OF THE LIBRARY AND 204 FEET SOUTH
 GZ1295'OF THE CENTERLINE OF WALNUT STREET.
 GZ1295'
 GZ1295'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---DANVILLE MAG STA 1935
 GZ1295'NO 2 1978---SET IN A DRILL HOLE IN THE TOP OF A CONCRETE RETAINING
 GZ1295'WALL ABOUT 18 INCHES ABOVE PAVED DRIVEWAY, 71 FEET SOUTH OF THE
 GZ1295'CENTERLINE OF WALNUT STREET, 6 FEET WEST OF THE CENTERLINE OF A
 GZ1295'PAVED DRIVEWAY, 56 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE
 GZ1295'BRICK BUILDING AND 0.2 MILE EAST OF THE STATION.
 GZ1295
 GZ1295                          STATION RECOVERY (1981)
 GZ1295
 GZ1295'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1295'RECOVERED IN GOOD CONDITION.
 GZ1295
 GZ1295                          STATION RECOVERY (1985)
 GZ1295
 GZ1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1296 ***********************************************************************
 GZ1296  DESIGNATION -  DANVILLE MAG AZ MK
 GZ1296  PID         -  GZ1296
 GZ1296  STATE/COUNTY-  KY/BOYLE
 GZ1296  USGS QUAD   -  DANVILLE (1985)
 GZ1296
 GZ1296                         *CURRENT SURVEY CONTROL
 GZ1296  ___________________________________________________________________
 GZ1296* NAD 83(1986)-  37 38 41.     (N)    084 46 38.     (W)     SCALED    
 GZ1296* NAVD 88     -       297.014  (meters)     974.45   (feet)  ADJUSTED  
 GZ1296  ___________________________________________________________________
 GZ1296  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 GZ1296  DYNAMIC HT  -         296.784 (meters)     973.70  (feet)  COMP
 GZ1296  MODELED GRAV-     979,846.1   (mgal)                       NAVD 88
 GZ1296
 GZ1296  VERT ORDER  -  FIRST     CLASS II
 GZ1296
 GZ1296.The horizontal coordinates were scaled from a topographic map and have
 GZ1296.an estimated accuracy of +/- 6 seconds.
 GZ1296
 GZ1296.The orthometric height was determined by differential leveling
 GZ1296.and adjusted by the National Geodetic Survey in June 1991..
 GZ1296.WARNING-Repeat measurements at this control monument indicate possible
 GZ1296.vertical movement.
 GZ1296
 GZ1296.The geoid height was determined by GEOID03.
 GZ1296
 GZ1296.The dynamic height is computed by dividing the NAVD 88
 GZ1296.geopotential number by the normal gravity value computed on the
 GZ1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1296.degrees latitude (g = 980.6199 gals.).
 GZ1296
 GZ1296.The modeled gravity was interpolated from observed gravity values.
 GZ1296
 GZ1296;                    North         East    Units  Estimated Accuracy
 GZ1296;SPC KY1Z     - 1,145,990.    1,585,840.      MT  (+/- 180 meters Scaled)
 GZ1296
 GZ1296                          SUPERSEDED SURVEY CONTROL
 GZ1296
 GZ1296  NGVD 29 (??/??/92)  297.157  (m)          974.92   (f) ADJ UNCH    1 2
 GZ1296
 GZ1296.Superseded values are not recommended for survey control.
 GZ1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1296.See file dsdata.txt to determine how the superseded data were derived.
 GZ1296
 GZ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG961687(NAD 83)
 GZ1296_MARKER: DZ = AZIMUTH MARK DISK
 GZ1296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1296_SP_SET: CONCRETE WALK
 GZ1296_STAMPING: DANVILLE MAG 1935 974.923
 GZ1296_MARK LOGO: CGS   
 GZ1296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1296
 GZ1296  HISTORY     - Date     Condition        Report By
 GZ1296  HISTORY     - 1935     MONUMENTED       CGS
 GZ1296  HISTORY     - 1950     GOOD             CGS
 GZ1296  HISTORY     - 1978     MARK NOT FOUND   NGS
 GZ1296
 GZ1296                          STATION DESCRIPTION
 GZ1296
 GZ1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1296'AT DANVILLE.
 GZ1296'AT DANVILLE, ONE BLOCK SOUTH ALONG SOUTH FOURTH STREET FROM THE
 GZ1296'POST OFFICE, THENCE ABOUT 0.35 MILE WEST ALONG WALNUT STREET,
 GZ1296'ON THE CAMPUS OF CENTRE COLLEGE, SET IN A SIDE WALK RUNNING
 GZ1296'ALONG THE WEST SIDE OF THE LIBRARY, 416 FEET EAST AND ACROSS
 GZ1296'A CIRCULAR DRIVE FROM THE STATION MARK, 39 FEET SOUTHEAST OF
 GZ1296'THE CENTER LINE OF THE DRIVE, 8 FEET WEST-SOUTHWEST OF THE
 GZ1296'NORTHWEST CORNER OF THE LIBRARY, 7 1/2 FEET WEST OF THE WEST
 GZ1296'FACE OF THE LIBRARY AND ABOUT 4 FEET ABOVE THE DRIVE.  NOTE-- MARK
 GZ1296'IS SET IN CONCRETE WALK WITH NO SOILD FOUNDATION.  POOR
 GZ1296'LOCATION FOR BENCH MARK.
 GZ1296
 GZ1296                          STATION RECOVERY (1978)
 GZ1296
 GZ1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 GZ1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE5195 ***********************************************************************
 AE5195  DESIGNATION -  DANVILLE MAG AZ MK 2
 AE5195  PID         -  AE5195
 AE5195  STATE/COUNTY-  KY/BOYLE
 AE5195  USGS QUAD   -  DANVILLE (1985)
 AE5195
 AE5195                         *CURRENT SURVEY CONTROL
 AE5195  ___________________________________________________________________
 AE5195* NAD 83(1993)-  37 38 41.33543(N)    084 46 38.76129(W)     ADJUSTED  
 AE5195* NAVD 88     -       293.5    (meters)     963.     (feet)  VERTCON   
 AE5195  ___________________________________________________________________
 AE5195  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 AE5195  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 AE5195
 AE5195  HORZ ORDER  -  THIRD
 AE5195
 AE5195.The horizontal coordinates were established by classical geodetic methods
 AE5195.and adjusted by the National Geodetic Survey in December 1995..
 AE5195.No horizontal observational check was made to the station.
 AE5195
 AE5195.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5195
 AE5195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5195
 AE5195.The geoid height was determined by GEOID03.
 AE5195
 AE5195;                    North         East     Units Scale Factor Converg.
 AE5195;SPC KY1Z     - 1,145,998.760 1,585,824.232   MT  0.99991307   +0 35 49.6
 AE5195;SPC KY1Z     - 3,759,830.93  5,202,825.00   sFT  0.99991307   +0 35 49.6
 AE5195;SPC KY S     -   645,984.542   585,828.303   MT  0.99996006   +0 35 23.4
 AE5195;SPC KY S     - 2,119,367.62  1,922,005.02   sFT  0.99996006   +0 35 23.4
 AE5195;UTM  16      - 4,168,731.255   696,085.385   MT  1.00007361   +1 21 28.4
 AE5195
 AE5195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5195!SPC KY1Z     -   0.99995907  x   0.99991307  =   0.99987215
 AE5195!SPC KY S     -   0.99995907  x   0.99996006  =   0.99991914
 AE5195!UTM  16      -   0.99995907  x   1.00007361  =   1.00003268
 AE5195
 AE5195                          SUPERSEDED SURVEY CONTROL
 AE5195
 AE5195  NAD 83(1986)-  37 38 41.34442(N)    084 46 38.76940(W) AD(       ) 3
 AE5195  NAD 27      -  37 38 41.05715(N)    084 46 38.95679(W) AD(       ) 3
 AE5195  NGVD 29 (07/19/86)  293.6    (m)          963.     (f) VERT ANG       
 AE5195
 AE5195.Superseded values are not recommended for survey control.
 AE5195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5195.See file dsdata.txt to determine how the superseded data were derived.
 AE5195
 AE5195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG9608568731(NAD 83)
 AE5195_MARKER: DZ = AZIMUTH MARK DISK
 AE5195_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE5195_SP_SET: RETAINING WALL
 AE5195_STAMPING: DANVILLE MAG STA 1935 NO 2 1978
 AE5195_MARK LOGO: NGS   
 AE5195
 AE5195  HISTORY     - Date     Condition        Report By
 AE5195  HISTORY     - 1978     MONUMENTED       NGS
 AE5195
 AE5195                          STATION DESCRIPTION
 AE5195
 AE5195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AE5195'AT DANVILLE.
 AE5195'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---DANVILLE MAG STA 1935
 AE5195'NO 2 1978---SET IN A DRILL HOLE IN THE TOP OF A CONCRETE RETAINING
 AE5195'WALL ABOUT 18 INCHES ABOVE PAVED DRIVEWAY, 71 FEET SOUTH OF THE
 AE5195'CENTERLINE OF WALNUT STREET, 6 FEET WEST OF THE CENTERLINE OF A
 AE5195'PAVED DRIVEWAY, 56 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE
 AE5195'BRICK BUILDING AND 0.2 MILE EAST OF THE STATION DANVILLE MAG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3116 ***********************************************************************
 GZ3116  DESIGNATION -  DANVILLE MAG RM 3
 GZ3116  PID         -  GZ3116
 GZ3116  STATE/COUNTY-  KY/BOYLE
 GZ3116  USGS QUAD   -  DANVILLE (1985)
 GZ3116
 GZ3116                         *CURRENT SURVEY CONTROL
 GZ3116  ___________________________________________________________________
 GZ3116* NAD 83(1986)-  37 38 41.     (N)    084 46 50.     (W)     SCALED    
 GZ3116* NAVD 88     -       298.25   (meters)     978.5    (feet)  RESET     
 GZ3116  ___________________________________________________________________
 GZ3116  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 GZ3116
 GZ3116  VERT ORDER  -  THIRD
 GZ3116
 GZ3116.The horizontal coordinates were scaled from a topographic map and have
 GZ3116.an estimated accuracy of +/- 6 seconds.
 GZ3116
 GZ3116.The orthometric height was computed from unverified reset data.
 GZ3116.No vertical observational check was made to the station.
 GZ3116
 GZ3116.The geoid height was determined by GEOID03.
 GZ3116
 GZ3116;                    North         East    Units  Estimated Accuracy
 GZ3116;SPC KY1Z     - 1,145,990.    1,585,550.      MT  (+/- 180 meters Scaled)
 GZ3116
 GZ3116                          SUPERSEDED SURVEY CONTROL
 GZ3116
 GZ3116  NGVD 29 (10/08/05)  298.41   (m)          979.0    (f) RESET       3  
 GZ3116
 GZ3116.Superseded values are not recommended for survey control.
 GZ3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3116.See file dsdata.txt to determine how the superseded data were derived.
 GZ3116
 GZ3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG958687(NAD 83)
 GZ3116_MARKER: DR = REFERENCE MARK DISK
 GZ3116_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GZ3116_SP_SET: SIDEWALK
 GZ3116_STAMPING: DANVILLE MAG STA 1935 NO 3 1978
 GZ3116_MARK LOGO: NGS   
 GZ3116_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 GZ3116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ3116
 GZ3116  HISTORY     - Date     Condition        Report By
 GZ3116  HISTORY     - 1978     MONUMENTED       NGS
 GZ3116  HISTORY     - 19780814 GOOD             NGS
 GZ3116
 GZ3116                          STATION DESCRIPTION
 GZ3116
 GZ3116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GZ3116'LOCATED ON THE CAMPUS OF CENTRE COLLEGE, 154.0 FEET (46.9 M) SOUTH OF
 GZ3116'THE CENTERLINE OF WALNUT STREET, FLUSH WITH THE GROUND IN THE GRASS
 GZ3116'AT THE EAST EDGE OF SIDEWALK, 14.0 FEET (4.3 M) SOUTH OF AN 18 INCH
 GZ3116'ASH TREE, 27.0 FEET (8.2 M) NORTHEAST OF A METAL LIGHT POLE, 84.0
 GZ3116'FEET (25.6 M) NORTHEAST OF A 10 FOOT (3.0 M) HIGH BRONZE SCULPTOR,
 GZ3116'AND 162.0 FEET (49.4 M) NORTH OF THE NORTHWEST CORNER OF THE LIBRARY,
 GZ3116'A PRE-CAST ALUMINUM MONUMENT WITH MAGNETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2559 ***********************************************************************
 GZ2559  DESIGNATION -  DANVILLE MAG RM 4
 GZ2559  PID         -  GZ2559
 GZ2559  STATE/COUNTY-  KY/BOYLE
 GZ2559  USGS QUAD   -  DANVILLE (1985)
 GZ2559
 GZ2559                         *CURRENT SURVEY CONTROL
 GZ2559  ___________________________________________________________________
 GZ2559* NAD 83(1986)-  37 38 41.     (N)    084 46 51.     (W)     SCALED    
 GZ2559* NAVD 88     -       298.652  (meters)     979.83   (feet)  ADJUSTED  
 GZ2559  ___________________________________________________________________
 GZ2559  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 GZ2559  DYNAMIC HT  -         298.420 (meters)     979.07  (feet)  COMP
 GZ2559  MODELED GRAV-     979,845.7   (mgal)                       NAVD 88
 GZ2559
 GZ2559  VERT ORDER  -  FIRST     CLASS II
 GZ2559
 GZ2559.The horizontal coordinates were scaled from a topographic map and have
 GZ2559.an estimated accuracy of +/- 6 seconds.
 GZ2559
 GZ2559.The orthometric height was determined by differential leveling
 GZ2559.and adjusted by the National Geodetic Survey in June 1991..
 GZ2559
 GZ2559.The geoid height was determined by GEOID03.
 GZ2559
 GZ2559.The dynamic height is computed by dividing the NAVD 88
 GZ2559.geopotential number by the normal gravity value computed on the
 GZ2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2559.degrees latitude (g = 980.6199 gals.).
 GZ2559
 GZ2559.The modeled gravity was interpolated from observed gravity values.
 GZ2559
 GZ2559;                    North         East    Units  Estimated Accuracy
 GZ2559;SPC KY1Z     - 1,145,990.    1,585,520.      MT  (+/- 180 meters Scaled)
 GZ2559
 GZ2559                          SUPERSEDED SURVEY CONTROL
 GZ2559
 GZ2559  NGVD 29 (10/08/05)  298.80   (m)          980.3    (f) RESET       3  
 GZ2559
 GZ2559.Superseded values are not recommended for survey control.
 GZ2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2559.See file dsdata.txt to determine how the superseded data were derived.
 GZ2559
 GZ2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG957687(NAD 83)
 GZ2559_MARKER: DR = REFERENCE MARK DISK
 GZ2559_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 GZ2559_SP_SET: ALUMINUM ALLOY ROD
 GZ2559_STAMPING: DANVILLE MAG STA 1935 NO 4 1978
 GZ2559_MARK LOGO: NGS   
 GZ2559_PROJECTION: FLUSH
 GZ2559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2559_ROD/PIPE-DEPTH: 3.05 meters
 GZ2559
 GZ2559  HISTORY     - Date     Condition        Report By
 GZ2559  HISTORY     - 1978     MONUMENTED       NGS
 GZ2559  HISTORY     - 1985     GOOD             NGS
 GZ2559
 GZ2559                          STATION DESCRIPTION
 GZ2559
 GZ2559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GZ2559'IN DANVILLE.
 GZ2559'ON THE CENTER COLLEGE CAMPUS AT THE NORTH END OF A GRASSY TRIANGLE
 GZ2559'FORMED BY 2 SIDEWALKS, 35 FEET NORTH OF A 10-FOOT HIGH BRONZE
 GZ2559'SCULPTOR, 29 FEET SOUTH OF A METAL LIGHT POLE, 125 FEET NORTHWEST
 GZ2559'OF THE NORTHWEST CORNER OF THE LIBRARY, 204 FEET SOUTH OF THE
 GZ2559'CENTERLINE OF WALNUT STREET A STANDARD PRE-CAST ALUMINUM MONUMENT
 GZ2559'WITH MAGNETS.
 GZ2559'THE MARK IS 1 FT ABOVE ROAD.
 GZ2559
 GZ2559                          STATION RECOVERY (1985)
 GZ2559
 GZ2559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ2559'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN DANVILLE, ON
 GZ2559'WALNUT STREET, LOCATED AT THE CENTER OF THE CENTRE COLLEGE CAMPUS,
 GZ2559'FLUSH WITH THE GROUND AT THE EXTREME NORTH END OF GRASSY TRIANGLE
 GZ2559'FORMED BY 2 ASPHALT SIDEWALKS AND WITH A 3.04 METERS (10.0 FT) HIGH
 GZ2559'BRONZE SCULPTURE ABOUT IN THE CENTER OF GRASSY TRIANGLE.  IT IS
 GZ2559'62.17 METERS (204.0 FT) SOUTH OF THE CENTER OF WALNUT STREET, 17.28
 GZ2559'METERS (56.7 FT) SOUTH-SOUTHEAST OF THE MAGNETIC STATION, 10.14 METERS
 GZ2559'(33.3 FT) NORTH OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE
 GZ2559'BRONZE SCULPTURE AND 9.14 METERS (30.0 FT) SOUTH-SOUTHEAST OF AN
 GZ2559'ALUMINUM LAMP POST.
 GZ2559'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0664 ***********************************************************************
 HA0664  CBN         -  This is a Cooperative Base Network Control Station.
 HA0664  PACS        -  This is a Primary Airport Control Station.
 HA0664  DESIGNATION -  DAOW
 HA0664  PID         -  HA0664
 HA0664  STATE/COUNTY-  KY/DAVIESS
 HA0664  USGS QUAD   -  PANTHER (1982)
 HA0664
 HA0664                         *CURRENT SURVEY CONTROL
 HA0664  ___________________________________________________________________
 HA0664* NAD 83(1993)-  37 44 46.71420(N)    087 09 50.65752(W)     ADJUSTED  
 HA0664* NAVD 88     -       122.606  (meters)     402.25   (feet)  ADJUSTED  
 HA0664  ___________________________________________________________________
 HA0664  X           -     249,843.755 (meters)                     COMP
 HA0664  Y           -  -5,043,604.215 (meters)                     COMP
 HA0664  Z           -   3,883,272.964 (meters)                     COMP
 HA0664  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 HA0664  ELLIP HEIGHT-          91.84  (meters)          (11/03/04) GPS OBS
 HA0664  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HA0664  DYNAMIC HT  -         122.522 (meters)     401.97  (feet)  COMP
 HA0664  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 HA0664
 HA0664  HORZ ORDER  -  B
 HA0664  VERT ORDER  -  FIRST     CLASS II
 HA0664  ELLP ORDER  -  THIRD     CLASS I
 HA0664
 HA0664.This mark is at Owensboro-Daviess County Airport (OWB)
 HA0664
 HA0664.The horizontal coordinates were established by GPS observations
 HA0664.and adjusted by the National Geodetic Survey in September 1994..
 HA0664
 HA0664.The orthometric height was determined by differential leveling
 HA0664.and adjusted by the National Geodetic Survey in June 1991..
 HA0664
 HA0664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA0664
 HA0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0664
 HA0664.The ellipsoidal height was determined by GPS observations
 HA0664.and is referenced to NAD 83.
 HA0664
 HA0664.The geoid height was determined by GEOID03.
 HA0664
 HA0664.The dynamic height is computed by dividing the NAVD 88
 HA0664.geopotential number by the normal gravity value computed on the
 HA0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0664.degrees latitude (g = 980.6199 gals.).
 HA0664
 HA0664.The modeled gravity was interpolated from observed gravity values.
 HA0664
 HA0664;                    North         East     Units Scale Factor Converg.
 HA0664;SPC KY1Z     - 1,157,759.550 1,375,388.273   MT  0.99990751   -0 52 05.5
 HA0664;SPC KY1Z     - 3,798,416.12  4,512,419.69   sFT  0.99990751   -0 52 05.5
 HA0664;SPC KY S     -   657,739.925   375,380.219   MT  0.99997121   -0 51 27.3
 HA0664;SPC KY S     - 2,157,935.07  1,231,559.94   sFT  0.99997121   -0 51 27.3
 HA0664;SPC IN W     -   277,339.891   892,884.442   MT  0.99996729   -0 02 57.9
 HA0664;SPC IN W     -   909,905.96  2,929,405.04   sFT  0.99996729   -0 02 57.9
 HA0664;UTM  16      - 4,177,680.809   485,545.471   MT  0.99960257   -0 06 01.6
 HA0664
 HA0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0664!SPC KY1Z     -   0.99998559  x   0.99990751  =   0.99989310
 HA0664!SPC KY S     -   0.99998559  x   0.99997121  =   0.99995680
 HA0664!SPC IN W     -   0.99998559  x   0.99996729  =   0.99995288
 HA0664!UTM  16      -   0.99998559  x   0.99960257  =   0.99958816
 HA0664
 HA0664:                Primary Azimuth Mark                     Grid Az
 HA0664:SPC KY1Z     -  OWENSBORO MUNICIPAL TANK                 041 03 23.1
 HA0664:SPC KY S     -  OWENSBORO MUNICIPAL TANK                 041 02 44.9
 HA0664:SPC IN W     -  OWENSBORO MUNICIPAL TANK                 040 14 15.5
 HA0664:UTM  16      -  OWENSBORO MUNICIPAL TANK                 040 17 19.2
 HA0664
 HA0664|---------------------------------------------------------------------|
 HA0664| PID    Reference Object                     Distance      Geod. Az  |
 HA0664|                                                           dddmmss.s |
 HA0664| HA1525 OWENSBORO MUNICIPAL TANK            APPROX. 3.6 KM 0401117.6 |
 HA0664| HA1537 OWENSBORO DAVIESS CO APT BCN         94.300 METERS 06101     |
 HA0664| HA0663 DAOW RM 1                             5.392 METERS 08804     |
 HA0664| HA1531 OWENSBORO RADIO STA WOMI MAST       APPROX. 4.3 KM 0971933.6 |
 HA0664| HA0666 DAOW AZ                             429.876 METERS 1480859.8 |
 HA0664| HA0665 DAOW RM 2                             6.258 METERS 18014     |
 HA0664| HA1776 FAA OWB STA A AP                    446.480 METERS 3101618.6 |
 HA0664|---------------------------------------------------------------------|
 HA0664
 HA0664                          SUPERSEDED SURVEY CONTROL
 HA0664
 HA0664  ELLIP H (09/07/94)   91.88   (m)                       GP(       ) 4 1
 HA0664  NAD 83(1986)-  37 44 46.72735(N)    087 09 50.65956(W) AD(       ) 2
 HA0664  NAD 27      -  37 44 46.55900(N)    087 09 50.67100(W) AD(       ) 2
 HA0664  NAVD 88 (09/07/94)  122.61   (m)          402.3    (f) LEVELING    3  
 HA0664  NGVD 29 (??/??/92)  122.707  (m)          402.58   (f) ADJ UNCH    1 2
 HA0664
 HA0664.Superseded values are not recommended for survey control.
 HA0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0664.See file dsdata.txt to determine how the superseded data were derived.
 HA0664
 HA0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8554577681(NAD 83)
 HA0664_MARKER: DS = TRIANGULATION STATION DISK
 HA0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0664_SP_SET: CONCRETE POST
 HA0664_STAMPING: DAOW 1950
 HA0664_MARK LOGO: CGS   
 HA0664_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0664+STABILITY: SURFACE MOTION
 HA0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0664+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2003
 HA0664
 HA0664  HISTORY     - Date     Condition        Report By
 HA0664  HISTORY     - 1950     MONUMENTED       CGS
 HA0664  HISTORY     - 1953     GOOD             CGS
 HA0664  HISTORY     - 1953     GOOD             NGS
 HA0664  HISTORY     - 1958     GOOD             CGS
 HA0664  HISTORY     - 1965     GOOD             CGS
 HA0664  HISTORY     - 1965     GOOD             AIRSUR
 HA0664  HISTORY     - 1969     GOOD             CGS
 HA0664  HISTORY     - 1974     GOOD             NGS
 HA0664  HISTORY     - 1974     GOOD             NGS
 HA0664  HISTORY     - 1978     GOOD             NGS
 HA0664  HISTORY     - 1982     GOOD             NGS
 HA0664  HISTORY     - 1982     GOOD             NGS
 HA0664  HISTORY     - 1988     GOOD             USPSQD
 HA0664  HISTORY     - 19890117 GOOD             LOCSUR
 HA0664  HISTORY     - 19940118 GOOD             NGS
 HA0664  HISTORY     - 19950807 GOOD             NGS
 HA0664  HISTORY     - 19951110 GOOD             LOWE
 HA0664  HISTORY     - 19960819 GOOD             NGS
 HA0664  HISTORY     - 19970903 GOOD             NGS
 HA0664  HISTORY     - 20011008 GOOD             KYDT
 HA0664  HISTORY     - 20011008 GOOD             KYDT
 HA0664  HISTORY     - 20030312 GOOD             USACEN
 HA0664
 HA0664                          STATION DESCRIPTION
 HA0664
 HA0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA0664'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF OWENSBORO ON PROPERTY
 HA0664'OF THE OWENSBORO AND DAVIESS COUNTY AIRPORT.  IT IS 167 FEET
 HA0664'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING AND
 HA0664'11 FEET WEST OF THE WEST EDGE OF CONCRETE APRON.  THE MARK IS FLUSH
 HA0664'AND THE DISK IS STAMPED---DAOW 1950---.
 HA0664'
 HA0664'REFERENCE MARK NO. 1 IS 154 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 HA0664'ADMINISTRATION BUILDING AND 1 FOOT EAST OF THE WEST EDGE OF
 HA0664'CONCRETE APRON.  THE DISK IS A STANDARD TRIANGULATION BRONZE REFERENCE
 HA0664'MARK DISK SET FLUSH IN A DRILL HOLE IN THE CONCRETE APRON AND IS
 HA0664'STAMPED---DAOW NO 1 1950---.
 HA0664'
 HA0664'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF THE WEST EDGE OF CONCRETE
 HA0664'APRON.  THE DISK IS A STANDARD TRIANGULATION BRONZE REFERENCE
 HA0664'MARK DISK SET FLUSH IN A DRILL HOLE IN THE CONCRETE APRON AND IS
 HA0664'STAMPED---DAOW NO 2 1950---.
 HA0664'
 HA0664'AZIMUTH MARK IS 1 FOOT WEST OF THE EAST EDGE OF CONCRTE RUNWAY.  THE
 HA0664'DISK IS A STANDARD TRIANGULATION BRONZE AZIMUTH MARK DISK SET FLUSH
 HA0664'IN A DRILL HOLE IN THE CONCRETE RUNWAY AND IS STAMPED---DAOW 1950---.
 HA0664'
 HA0664'TO REACH THE STATION FROM THE POST OFFICE IN OWENSBORO, GO SOUTH ON
 HA0664'STATE HIGHWAY NO. 75 AND NO. 81 FOR 0.55 MILE TO THE JUNCTION OF
 HA0664'STATE HIGHWAY NO. 75 AND NO. 81.  TURN RIGHT ON STATE HIGHWAY NO. 81
 HA0664'AND GO SOUTHWEST FOR 1.9 MILE TO CROSSROAD, TURN LEFT ON
 HA0664'PAVED ROAD AND GO 0.45 MILE TO A CROSSROAD, TURN RIGHT AND GO 0.85
 HA0664'MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT ON AIRPORT DRIVEWAY AND
 HA0664'GO 0.2 MILE TO THE ADMINISTRATION BUILDING AND THE STATION AS
 HA0664'DESCRIBED.
 HA0664'
 HA0664'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON RUNWAY FOR 0.4
 HA0664'MILE TO THE AZIMUTH MARK ON THE EDGE OF RUNWAY.
 HA0664'
 HA0664'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HA0664
 HA0664                          STATION RECOVERY (1953)
 HA0664
 HA0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CS)
 HA0664'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF OWENSBORO AT THE
 HA0664'OWENSBORO-DAVIESS COUNTY AIRPORT, IT IS 166-1/2 FEET WEST SOUTHWEST
 HA0664'OF THE WEST CORNER OF THE AIRPORT ADMINSTRATION BUILDING, 105 FEET
 HA0664'NORTHEAST OF CENTER LINE OF NORTHWEST SOUTHEAST CONCRETE TAXI
 HA0664'STRIP, 111 FEET SOUTHWEST OF NORTH CORNER OF CONCRETE APRON, 12.2
 HA0664'FEET NORTHWEST OF NORTHWEST EDGE OF CONCRETE APRON, IN THE TOP OF
 HA0664'A CONCRETE POST ABOUT 2 INCHES UNDERGROUND AND STAMPED---DAOW 1950---.
 HA0664'
 HA0664'REFERENCE MARK NO. 1 IS SET IN THE TOP OF CONCRETE APRON, 17.64
 HA0664'FEET/5.376 METERS) EAST OF THE STATION MARK, 98 1-2 FEET SOUTHWEST OF
 HA0664'NORTH CORNER OF CONCRETE APRON, 1 FOOT SOUTHEAST OF NORTHWEST EDGE OF
 HA0664'CONCRETE APRON, AND STAMPED---DAOW NO 1 1950---.
 HA0664'
 HA0664'REFERENCE MARK NO. 2 IS SET IN TOP OF CONCRETE APRON, 20.505
 HA0664'FEET/6.250 METERS) SOUTH OF THE STATION MARK, 126 FEET SOUTHWEST
 HA0664'OF NORTH CORNER OF CONCRETE APRON, 1 FOOT SOUTHEAST OF NORTHWEST EDGE
 HA0664'OF APRON AND STAMPED---DAOW NO 2 1950---.
 HA0664'
 HA0664'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHEAST OF ADMINSTRATION BUILDING,
 HA0664'IN THE TOP OF RUNWAY, 1 FOOT NORTHWEST OF SOUTHEAST EDGE OF RUNWAY,
 HA0664'794 FEET SOUTHWEST OF RUNWAY 23 AND STAMPED---DAOW 1950---.
 HA0664'
 HA0664'TO REACH STATION FROM THE COURT HOUSE AT OWENSBORO GO SOUTH ALONG
 HA0664'STATE HIGHWAY 81 FOR ABOUT 0.65 MILE, THENCE ABOUT 2.9 MILES WEST
 HA0664'ALONG STATE HIGHWAY 81, THENCE ABOUT 0.6 MILE SOUTH ALONG A BLACK TOP
 HA0664'DRIVE TO THE AIRPORT ADMINSTRATION BUILDING AND STATION.
 HA0664
 HA0664                          STATION RECOVERY (1953)
 HA0664
 HA0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HA0664'3.6 MI W FROM OWENSBORO.
 HA0664'ABOUT 2.95 MILES WEST ALONG STATE HIGHWAY 81 FROM THE LOUISVILLE
 HA0664'AND NASHVILLE RAILROAD STATION AT OWENSBORO, THENCE ABOUT 0.6
 HA0664'MILE SOUTH ALONG A BLACK TOP ROAD, AT THE OWENSBORO-DAVIESS
 HA0664'COUNTY AIRPORT, 166 1/2 FEET WEST-SOUTHWEST OF THE WEST CORNER
 HA0664'OF THE ADMINSTRATION BUILDING, 105 FEET NORTHEAST OF CENTER LINE
 HA0664'OF NORTHWEST-SOUTHEAST CONCRETE TAXI STRIP, 111 FEET SOUTHWEST
 HA0664'OF NORTH CORNER OF CONCRETE APRON, 12.2 FEET NORTHWEST OF
 HA0664'NORTHWEST EDGE OF CONCRETE APRON, 17.64 FEET WEST OF R.M. NO. 1,
 HA0664'20.52 FEET NORTH OF R.M. NO. 2, AND SET IN THE TOP OF A CONCRETE
 HA0664'POST ABOUT 2 INCHES UNDER GROUND.  NOTE-- THE MARK IS NOW 2.9 FEET
 HA0664'NW OF THE NW EDGE OF CONCRETE APRON.
 HA0664
 HA0664                          STATION RECOVERY (1958)
 HA0664
 HA0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (PAS)
 HA0664'STATION WAS FOUND IN GOOD CONDITION.  THE 1950 DESCRIPTION IS
 HA0664'ADEQUATE.
 HA0664'
 HA0664'R.M. 1 AND R.M. 2 WERE FOUND IN GOOD CONDITION.  THE 1950 DESCRIPTION
 HA0664'IS ADEQUATE.
 HA0664'
 HA0664'DAOW, AZIMUTH MARK, 1950 WAS FOUND IN GOOD CONDITION.  THE 1950
 HA0664'DESCRIPTION IS ADEQUATE.
 HA0664
 HA0664                          STATION RECOVERY (1965)
 HA0664
 HA0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DCW)
 HA0664'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 HA0664'CONDITION AS DESCRIBED.
 HA0664
 HA0664                          STATION RECOVERY (1965)
 HA0664
 HA0664'RECOVERY NOTE BY AIR SURVEY CORPORATION 1965
 HA0664'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 HA0664
 HA0664                          STATION RECOVERY (1969)
 HA0664
 HA0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WTJ)
 HA0664'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HA0664
 HA0664                          STATION RECOVERY (1974)
 HA0664
 HA0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 HA0664'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF OWENSBORO AT THE
 HA0664'OWENSBORO DAVIESS COUNTY AIRPORT.  IT IS 166.5 FEET WEST-SOUTHWEST OF
 HA0664'THE WEST CORNER OF THE AIRPORT ADMINISTRATION BUILDING, 105 FEET
 HA0664'NORTHEAST OF THE CENTER LINE OF NORTHWEST-SOUTHEAST TAXI STRIP, 111
 HA0664'FEET SOUTHWEST OF NORTH CORNER OF CONCRETE APRON, 12.2 FEET NORTHWEST
 HA0664'OF NORTHWEST EDGE OF OLDER CONCRETE APRON IN THE TOP OF A CONCRETE
 HA0664'POST ABOUT 2 INCHES UNDERGROUND AND STAMPED---DAOW 1950---.
 HA0664'
 HA0664'REFERENCE MARK NO. 1 IS SET IN THE TOP OF CONCRETE APRON 17.64 FEET
 HA0664'EAST OF THE STATION MARK, 98.5 FEET SOUTHWEST OF NORTH EDGE OF
 HA0664'CONCRETE APRON, 1 FOOT SOUTHEAST OF NORTHWEST EDGE OF APRON, 150 FEET
 HA0664'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING,
 HA0664'AND STAMPED---DAOW NO 1 1950---.
 HA0664'
 HA0664'REFERENCE MARK NO. 2 IS SET IN TOP OF CONCRETE APRON, 20.505 FEET
 HA0664'SOUTH OF THE STATION MARK, 126 FEET SOUTHWEST OF NORTH CORNER OF
 HA0664'CONCRETE APRON, 1 FOOT SOUTHEAST OF NORTHWEST EDGE OF APRON, 174 FEET
 HA0664'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, AND
 HA0664'STAMPED---DAOW NO 2 1950---.
 HA0664'
 HA0664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 3.55 MILES WEST.
 HA0664
 HA0664                          STATION RECOVERY (1974)
 HA0664
 HA0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HA0664'RECOVERED IN GOOD CONDITION.
 HA0664
 HA0664                          STATION RECOVERY (1978)
 HA0664
 HA0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 HA0664'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HA0664'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HA0664'
 HA0664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES WEST OF
 HA0664'OWENSBORO.
 HA0664
 HA0664                          STATION RECOVERY (1982)
 HA0664
 HA0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 HA0664'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 HA0664'CONDITION.  A THOROUGH SEARCH WAS NOT MADE FOR THE AZIMUTH MARK.
 HA0664'
 HA0664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT
 HA0664'OWENSBORO-DAVIESS COUNTY AIRPORT.
 HA0664
 HA0664                          STATION RECOVERY (1982)
 HA0664
 HA0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 HA0664'RECOVERED IN GOOD CONDITION.
 HA0664
 HA0664                          STATION RECOVERY (1988)
 HA0664
 HA0664'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0664'RECOVERED IN GOOD CONDITION.
 HA0664
 HA0664                          STATION RECOVERY (1989)
 HA0664
 HA0664'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (EB)
 HA0664'RECOVERED IN GOOD CONDITION.
 HA0664
 HA0664                          STATION RECOVERY (1994)
 HA0664
 HA0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 HA0664'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHWEST OF OWENSBORO AT
 HA0664'THE OWENSBORO/DAVIESS COUNTY AIRPORT.  CONTACT, AIRPORT MANAGER, JOHN
 HA0664'GAMES, 2200 AIRPORT ROAD, OWENSBORO, KY 42301. PHONE--502-685-4179.
 HA0664'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 81 WITH U.S.
 HA0664'HIGHWAY 60 BY-PASS IN WEST OWENSBORO, GO WEST ON HIGHWAY 81 FOR 0.2
 HA0664'MI (0.3 KM) TO AIRPORT ROAD ON LEFT, TURN LEFT AND GO SOUTH ON
 HA0664'AIRPORT ROAD FOR 0.5 MI (0.8 KM) TO AIRPORT TERMINAL AHEAD AND
 HA0664'SECURITY GATE ON LEFT, PASS THROUGH GATE, TURN RIGHT AND GO NORTH
 HA0664'ALONG APRON BEHIND TERMINAL FOR    MI TO STATION ON APRON NEAR NORTH
 HA0664'END OF APRON.
 HA0664'THE STATION IS RECESSED ABOUT 4 CM.  LOCATED ON A RANGE FROM AIRPORT
 HA0664'BEACON THRU CONTROL TOWER,, 166.5 FT (50.7 M) NORTHEAST FROM
 HA0664'NORTHEAST CORNER OF TERMINAL BUILDING AT GATE 1, 110 FT (33.5 M) WEST
 HA0664'FROM FENCELINE, 110 FT (33.5 M) SOUTH FROM NORTH EDGE OF APRON AND
 HA0664'105 FT (32.0 M) EAST FROM CENTERLINE OF TAXIWAY.
 HA0664'NOTE--REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 HA0664
 HA0664                          STATION RECOVERY (1995)
 HA0664
 HA0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WCW)
 HA0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 07 AUG 1996 (WCW) . THE
 HA0664'RECOVERY DESCRIPTION OF 1994 HAS INCORRECT TIE DIRECTIONS. AN UPDATED
 HA0664'DESCRIPTION FOLLOWS. TO REACH FROM THE JUNCTION OF COMBINED STATE
 HA0664'HIGHWAYS 56 AND 81 (PARRISH AVENUE) OVER U.S.  ROUTE 60 BYPASS ON THE
 HA0664'WEST SIDE OF OWENSBORO, GO WEST ON PARRISH AVENUE FOR 0.3 KM (0.20 MI)
 HA0664'TO AIRPORT ROAD ON LEFT.  TURN LEFT AND GO SOUTHERLY FOR A TOTAL OF 1
 HA0664'KM (0.60 MI) , TO THE EMPLOYEE PARKING LOT ON RIGHT JUST EAST OF AND
 HA0664'PAST THE PASSENGER TERMINAL.  TURN RIGHT AND GO SOUTH INTO EMPLOYEE
 HA0664'PARKING, THEN TURN LEFT AND GO EAST TO A GATE.  PASS THROUGH THE GATE
 HA0664'TO A RAMP THEN TURN RIGHT AND GO SOUTH FOR 0.16 KM (0.10 MI) TO A
 HA0664'TAXIWAY.  TURN RIGHT ONTO AND FOLLOW THE CURVING TAXIWAY WESTERLY FOR
 HA0664'0.32 KM (0.20 MI) TO THE STATION ON RIGHT IN THE MIDDLE OF THE
 HA0664'NORTHWEST SIDE OF THE MAIN RAMP. THE STATION IS RECESSED ABOUT 4 CM IN
 HA0664'A 10 CM HOLE IN A NEWER SECTION OF THE CONCRETE MAIN RAMP.  THE
 HA0664'STATION IS LOCATED 52.9 M (173.6 FT) WEST-NORTHWEST OF THE WESTERLY
 HA0664'CORNER OF THE SOUTHWEST FACE OF THE TERMINAL BUILDING, 47.0 M (154.2
 HA0664'FT) WEST-SOUTHWEST OF A LIGHT POLE ON A SQUARE FOUNDATION NEAR A FENCE
 HA0664'CORNER, 45.3 M (148.6 FT) SOUTH OF A FENCE CORNER, 33.9 M (111.2 FT)
 HA0664'SOUTHWEST OF A SIX FOOT CHAIN LINK FENCE, AND 31.9 M (104.7 FT)
 HA0664'NORTHEAST OF TAXIWAY A CENTER. REFERENCE MARKS 1 AND 2 ARE RECOVERED
 HA0664'IN GOOD CONDITION ON THE ORIGINAL SECTION OF CONCRETE RAMP.  STATION
 HA0664'DAOW IS ABOUT 5.34 M (17.52 FT) WEST FROM DAOW RM 1, AND ABOUT 6.25 M
 HA0664'(20.51 FT) NORTH FROM DAOW RM 2.  DESCRIBED WC WAICKMAN NOTE--THIS IS
 HA0664'A PRIMARY AIRPORT CONTROL STATION.
 HA0664
 HA0664                          STATION RECOVERY (1995)
 HA0664
 HA0664'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HA0664'RECOVERED AS DESCRIBED.  THIS STATION IS A PRIMARY AIRPORT CONTROL
 HA0664'STATION.
 HA0664
 HA0664                          STATION RECOVERY (1996)
 HA0664
 HA0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 HA0664'RECOVERED AS DESCRIBED.  STATION IS PRIMARY AIRPORT CONTROL MARK FOR
 HA0664'OWENSBORO-DAVIESS COUNTY REGIONAL AIRPORT.
 HA0664
 HA0664                          STATION RECOVERY (1997)
 HA0664
 HA0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HA0664'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHWEST OF OWENSBORO, AT
 HA0664'THE OWENSBORO/DAVIESS COUNTY REGIONAL AIRPORT.  CONTACT IS AIRPORT
 HA0664'MANAGER, JIM LOGSDON, 2200 AIRPORT ROAD, OWENSBORO KY 42301, PHONE
 HA0664'502-685-4179.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 HA0664'81 (W. PARRISH AVE) WITH U.S. HIGHWAY 60 BY-PASS IN WEST OWENSBORO, GO
 HA0664'WEST ON HIGHWAY 81 FOR 0.2 MI (0.3 KM) TO AIRPORT ROAD ON LEFT, TURN
 HA0664'LEFT AND GO SOUTHWEST ON AIRPORT ROAD FOR 0.5 MI (0.8 KM) TO AIRPORT
 HA0664'TERMINAL CIRCLE DRIVE.  BEAR RIGHT ON DRIVE FOR 0.05 MI (0.08 KM) TO
 HA0664'THE GATE ON WEST SIDE OF TERMINAL, BETWEEN SHORT-TERM PARKING AND
 HA0664'BULLFROG AVIATION, INC.  GO SOUTHWESTERLY THROUGH GATE ON APRON FOR
 HA0664'0.10 MI (0.16 KM) TO THE TAXIWAY.  TURN LEFT, EAST ON TAXIWAY AND
 HA0664'IMMEDIATE APRON ON RIGHT TO THE STATION NEAR THE NORTH CORNER OF THE
 HA0664'APRON.  THE STATION IS RECESSED ABOUT 4 CM BELOW GROUND.  LOCATED ON A
 HA0664'RANGE FROM AIRPORT BEACON THROUGH CONTROL TOWER, 45.4 M (148.9 FT)
 HA0664'SOUTH OF A FENCE CORNER, 35.3 METERS (115.8 FT) SOUTH-SOUTHWEST FROM
 HA0664'THE CENTERLINE OF TAXIWAY, 6.3 M (20.7 FT) NORTH OF DAOW RM 2 AND 5.4
 HA0664'M (17.7 FT) WEST OF DAOW RM 1.
 HA0664
 HA0664                          STATION RECOVERY (2001)
 HA0664
 HA0664'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (HE)
 HA0664'RECOVERED IN GOOD CONDITION.
 HA0664
 HA0664                          STATION RECOVERY (2001)
 HA0664
 HA0664'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (CSM)
 HA0664'RECOVERED AS DESCRIBED.
 HA0664
 HA0664                          STATION RECOVERY (2003)
 HA0664
 HA0664'RECOVERY NOTE BY COE NASHVILLE 2003 (PNB)
 HA0664'MARK IS RECESSED 0.3 FOOT BELOW TOP OF CONCRETE AND WAS STANDING FULL
 HA0664'OF WATER, BUT IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0666 ***********************************************************************
 HA0666  DESIGNATION -  DAOW AZ
 HA0666  PID         -  HA0666
 HA0666  STATE/COUNTY-  KY/DAVIESS
 HA0666  USGS QUAD   -  PANTHER (1982)
 HA0666
 HA0666                         *CURRENT SURVEY CONTROL
 HA0666  ___________________________________________________________________
 HA0666* NAD 83(1993)-  37 44 34.87050(N)    087 09 41.39205(W)     ADJUSTED  
 HA0666* NAVD 88     -       122.458  (meters)     401.76   (feet)  ADJUSTED  
 HA0666  ___________________________________________________________________
 HA0666  X           -     250,081.380 (meters)                     COMP
 HA0666  Y           -  -5,043,816.155 (meters)                     COMP
 HA0666  Z           -   3,882,984.148 (meters)                     COMP
 HA0666  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 HA0666  ELLIP HEIGHT-          91.73  (meters)          (09/11/97) GPS OBS
 HA0666  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HA0666  DYNAMIC HT  -         122.373 (meters)     401.49  (feet)  COMP
 HA0666  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 HA0666
 HA0666  HORZ ORDER  -  FIRST
 HA0666  VERT ORDER  -  FIRST     CLASS II
 HA0666  ELLP ORDER  -  FOURTH    CLASS I
 HA0666
 HA0666.This mark is at Owensboro-Daviess County Airport (OWB)
 HA0666
 HA0666.The horizontal coordinates were established by GPS observations
 HA0666.and adjusted by the National Geodetic Survey in September 1994..
 HA0666.No horizontal observational check was made to the station.
 HA0666
 HA0666.The orthometric height was determined by differential leveling
 HA0666.and adjusted by the National Geodetic Survey in June 1991..
 HA0666
 HA0666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA0666
 HA0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0666
 HA0666.The ellipsoidal height was determined by GPS observations
 HA0666.and is referenced to NAD 83.
 HA0666
 HA0666.The geoid height was determined by GEOID03.
 HA0666
 HA0666.The dynamic height is computed by dividing the NAVD 88
 HA0666.geopotential number by the normal gravity value computed on the
 HA0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0666.degrees latitude (g = 980.6199 gals.).
 HA0666
 HA0666.The modeled gravity was interpolated from observed gravity values.
 HA0666
 HA0666;                    North         East     Units Scale Factor Converg.
 HA0666;SPC KY1Z     - 1,157,391.038 1,375,609.539   MT  0.99990764   -0 51 59.8
 HA0666;SPC KY1Z     - 3,797,207.10  4,513,145.63   sFT  0.99990764   -0 51 59.8
 HA0666;SPC KY S     -   657,371.432   375,601.566   MT  0.99997080   -0 51 21.7
 HA0666;SPC KY S     - 2,156,726.11  1,232,286.14   sFT  0.99997080   -0 51 21.7
 HA0666;SPC IN W     -   276,974.557   893,110.964   MT  0.99996725   -0 02 52.2
 HA0666;SPC IN W     -   908,707.36  2,930,148.22   sFT  0.99996725   -0 02 52.2
 HA0666;UTM  16      - 4,177,315.407   485,771.585   MT  0.99960249   -0 05 55.9
 HA0666
 HA0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0666!SPC KY1Z     -   0.99998561  x   0.99990764  =   0.99989325
 HA0666!SPC KY S     -   0.99998561  x   0.99997080  =   0.99995641
 HA0666!SPC IN W     -   0.99998561  x   0.99996725  =   0.99995286
 HA0666!UTM  16      -   0.99998561  x   0.99960249  =   0.99958810
 HA0666
 HA0666:                Primary Azimuth Mark                     Grid Az
 HA0666:SPC KY1Z     -  DAOW                                     329 01 05.2
 HA0666:SPC KY S     -  DAOW                                     329 00 27.1
 HA0666:SPC IN W     -  DAOW                                     328 11 57.6
 HA0666:UTM  16      -  DAOW                                     328 15 01.3
 HA0666
 HA0666|---------------------------------------------------------------------|
 HA0666| PID    Reference Object                     Distance      Geod. Az  |
 HA0666|                                                           dddmmss.s |
 HA0666| HA0664 DAOW                                429.876 METERS 3280905.4 |
 HA0666|---------------------------------------------------------------------|
 HA0666
 HA0666                          SUPERSEDED SURVEY CONTROL
 HA0666
 HA0666  NAVD 88 (09/07/94)  122.46   (m)          401.8    (f) LEVELING    3  
 HA0666  NGVD 29 (??/??/92)  122.558  (m)          402.09   (f) ADJ UNCH    1 2
 HA0666
 HA0666.Superseded values are not recommended for survey control.
 HA0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0666.See file dsdata.txt to determine how the superseded data were derived.
 HA0666
 HA0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8577277315(NAD 83)
 HA0666_MARKER: DZ = AZIMUTH MARK DISK
 HA0666_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HA0666_SP_SET: CONCRETE RUNWAY
 HA0666_STAMPING: DAOW 1950
 HA0666_MARK LOGO: CGS   
 HA0666_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0666+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 HA0666
 HA0666  HISTORY     - Date     Condition        Report By
 HA0666  HISTORY     - 1950     MONUMENTED       CGS
 HA0666  HISTORY     - 1953     GOOD             NGS
 HA0666  HISTORY     - 1965     GOOD             NGS
 HA0666  HISTORY     - 19860630 GOOD             NGS
 HA0666  HISTORY     - 19940118 GOOD             NGS
 HA0666  HISTORY     - 19951103 GOOD             LOWE
 HA0666  HISTORY     - 19960807 GOOD             NGS
 HA0666  HISTORY     - 20011008 GOOD             KYDT
 HA0666
 HA0666                          STATION DESCRIPTION
 HA0666
 HA0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0666'4 MI W FROM OWENSBORO.
 HA0666'ABOUT 2.95 MILES WEST ALONG STATE HIGHWAY 81 FROM THE LOUISVILLE
 HA0666'AND NASHVILLE RAILROAD STATION AT OWENSBORO, THENCE ABOUT 0.6
 HA0666'MILE SOUTH ALONG A BLACK TOP ROAD TO THE ADMINISTRATION BUILDING
 HA0666'OF THE OWENSBORO-DAVIESS COUNTY AIRPORT, THENCE ABOUT 0.4 MILE
 HA0666'SOUTHEAST ACROSS AIRPORT, IN THE TOP OF RUNWAY, 1 FOOT NORTHWEST
 HA0666'OF SOUTHEAST EDGE OF RUNWAY, 794 FEET SOUTHWEST OF RUNWAY 23 AND
 HA0666'LEVEL WITH RUNWAY.
 HA0666
 HA0666                          STATION RECOVERY (1965)
 HA0666
 HA0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HA0666'RECOVERED IN GOOD CONDITION.
 HA0666
 HA0666                          STATION RECOVERY (1986)
 HA0666
 HA0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HA0666'THE STATION IS LOCATED 1 FOOT (0.3 M) WEST OF THE EAST EDGE OF RUNWAY
 HA0666'5-23 ABOUT 809 FT (246.6 M) SOUTHWEST OF RUNWAY END 23.  THE STATION
 HA0666'IS A STANDARD AZIMUTH MARK DISK STAMPED DAOW 1950 SET FLUSH IN A DRILL
 HA0666'HOLE IN THE CONCRETE RUNWAY.
 HA0666
 HA0666                          STATION RECOVERY (1994)
 HA0666
 HA0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 HA0666'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHWEST OF OWENSBORO AT
 HA0666'THE OWENSBORO/DAVIESS COUNTY AIRPORT.  CONTACT, AIRPORT MANAGER, JOHN
 HA0666'GAMES, 2200 AIRPORT ROAD, OWENSBORO, KY 42301. PHONE--502-685-4179.
 HA0666'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 81 WITH U.S.
 HA0666'HIGHWAY 60 BY-PASS IN WEST OWENSBORO, GO WEST ON HIGHWAY 81 FOR 0.2
 HA0666'MI (0.3 KM) TO AIRPORT ROAD ON LEFT, TURN LEFT AND GO SOUTH ON
 HA0666'AIRPORT ROAD FOR 0.5 MI (0.8 KM) TO AIRPORT TERMINAL AHEAD AND
 HA0666'SECURITY GATE ON LEFT, PASS THROUGH GATE, TURN RIGHT AND GO SOUTH FOR
 HA0666'0.05 MI (0.08 KM) TO TAXIWAY, TURN LEFT AND GO SOUTH AND EAST ON
 HA0666'TAXIWAY FOR 0.2 MI (0.3 KM) TO RUNWAY END 23, CROSS RUNWAY, TURN
 HA0666'RIGHT, AND GO SOUTHWEST ALONG RUNWAY FOR 809 FT (246.6 M) TO STATION
 HA0666'ON SOUTHEAST EDGE OF RUNWAY.
 HA0666'THE STATION IS FLUSH WITH THE CONCRETE SURFACE.  LOCATED 809 FT
 HA0666'(246.6 M) SOUTHWEST FROM RUNWAY END 23, 65 FT (19.8 M) NORTHEAST FROM
 HA0666'THE SOUTHWEST OF TWO VASI AND 1 FT (0.3 M) NORTHWEST FROM SOUTHEAST
 HA0666'EDGE OF PAVEMENT.
 HA0666
 HA0666                          STATION RECOVERY (1995)
 HA0666
 HA0666'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HA0666'RECOVERED AS DESCRIBED.
 HA0666
 HA0666                          STATION RECOVERY (1996)
 HA0666
 HA0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 HA0666'RECOVERY NOTE BY NGS 1996 (WCW) .  RECOVERED AS DESCRIBED WITH THE
 HA0666'FOLLOWING CHANGES.  THE STATION IS LOCATED 15.8 M (51.8 FT)
 HA0666'WEST-SOUTHWEST OF THE FOURTH RUNWAY LIGHT SOUTHWEST FROM APPROACH 23
 HA0666'ON THE SOUTHEAST SIDE OF THE RUNWAY, AND 24.4 M (80.1 FT) NORTH OF THE
 HA0666'NORTHWEST FOUNDATION CORNER FOR THE NORTHWESTERLY OF TWO PAPIS. THE
 HA0666'VASIS HAVE BEEN REMOVED.
 HA0666
 HA0666                          STATION RECOVERY (2001)
 HA0666
 HA0666'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (HE)
 HA0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0663 ***********************************************************************
 HA0663  DESIGNATION -  DAOW RM 1
 HA0663  PID         -  HA0663
 HA0663  STATE/COUNTY-  KY/DAVIESS
 HA0663  USGS QUAD   -  PANTHER (1982)
 HA0663
 HA0663                         *CURRENT SURVEY CONTROL
 HA0663  ___________________________________________________________________
 HA0663* NAD 83(1986)-  37 44 46.     (N)    087 09 50.     (W)     SCALED    
 HA0663* NAVD 88     -       122.645  (meters)     402.38   (feet)  ADJUSTED  
 HA0663  ___________________________________________________________________
 HA0663  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HA0663  DYNAMIC HT  -         122.560 (meters)     402.10  (feet)  COMP
 HA0663  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 HA0663
 HA0663  VERT ORDER  -  FIRST     CLASS II
 HA0663
 HA0663.This mark is at Owensboro-Daviess County Airport (OWB)
 HA0663
 HA0663.The horizontal coordinates were scaled from a topographic map and have
 HA0663.an estimated accuracy of +/- 6 seconds.
 HA0663
 HA0663.The orthometric height was determined by differential leveling
 HA0663.and adjusted by the National Geodetic Survey in June 1991..
 HA0663
 HA0663.The geoid height was determined by GEOID03.
 HA0663
 HA0663.The dynamic height is computed by dividing the NAVD 88
 HA0663.geopotential number by the normal gravity value computed on the
 HA0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0663.degrees latitude (g = 980.6199 gals.).
 HA0663
 HA0663.The modeled gravity was interpolated from observed gravity values.
 HA0663
 HA0663;                    North         East    Units  Estimated Accuracy
 HA0663;SPC KY1Z     - 1,157,740.    1,375,400.      MT  (+/- 180 meters Scaled)
 HA0663
 HA0663                          SUPERSEDED SURVEY CONTROL
 HA0663
 HA0663  NGVD 29 (??/??/92)  122.746  (m)          402.71   (f) ADJ UNCH    1 2
 HA0663
 HA0663.Superseded values are not recommended for survey control.
 HA0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0663.See file dsdata.txt to determine how the superseded data were derived.
 HA0663
 HA0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG855776(NAD 83)
 HA0663_MARKER: DR = REFERENCE MARK DISK
 HA0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0663_STAMPING: DAOW NO 1 1950
 HA0663_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0663+STABILITY: SURFACE MOTION
 HA0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0663+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1995
 HA0663
 HA0663  HISTORY     - Date     Condition        Report By
 HA0663  HISTORY     - 1950     MONUMENTED       CGS
 HA0663  HISTORY     - 1953     GOOD             NGS
 HA0663  HISTORY     - 1965     GOOD             NGS
 HA0663  HISTORY     - 1982     GOOD             NGS
 HA0663  HISTORY     - 19951101 GOOD             LOWE
 HA0663
 HA0663                          STATION DESCRIPTION
 HA0663
 HA0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0663'3.6 MI W FROM OWENSBORO.
 HA0663'ABOUT 2.95 MILES WEST ALONG STATE HIGHWAY 81 FROM THE LOUISVILLE
 HA0663'AND NASHVILLE RAILROAD STATION AT OWENSBORO, THENCE ABOUT 0.6
 HA0663'MILE SOUTH ALONG A BLACK TOP ROAD, AT THE OWENSBORO-DAVIESS
 HA0663'COUNTY AIRPORT, IN THE TOP OF CONCRETE APRON IN FRONT (SOUTHWEST)
 HA0663'OF ADMINSTRATION BUILDING, 98 1/2 FEET SOUTHWEST OF NORTH CORNER
 HA0663'OF CONCRETE APRON, 116 1/2 FEET NORTHEAST OF CENTER LINE OF
 HA0663'NORTHWEST-SOUTHEAST CONCRETE TAXI STRIP, 1 FOOT SOUTHEAST OF
 HA0663'NORTHWEST EDGE OF CONCRETE APRON, 17.64 FEET EAST OF STATION
 HA0663'MARK, AND 27.55 FEET NORTHEAST OF R.M. NO. 2.
 HA0663
 HA0663                          STATION RECOVERY (1965)
 HA0663
 HA0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HA0663'RECOVERED IN GOOD CONDITION.
 HA0663
 HA0663                          STATION RECOVERY (1982)
 HA0663
 HA0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 HA0663'RECOVERED IN GOOD CONDITION.
 HA0663
 HA0663                          STATION RECOVERY (1995)
 HA0663
 HA0663'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HA0663'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0665 ***********************************************************************
 HA0665  DESIGNATION -  DAOW RM 2
 HA0665  PID         -  HA0665
 HA0665  STATE/COUNTY-  KY/DAVIESS
 HA0665  USGS QUAD   -  PANTHER (1982)
 HA0665
 HA0665                         *CURRENT SURVEY CONTROL
 HA0665  ___________________________________________________________________
 HA0665* NAD 83(1986)-  37 44 46.     (N)    087 09 50.     (W)     SCALED    
 HA0665* NAVD 88     -       122.591  (meters)     402.20   (feet)  ADJUSTED  
 HA0665  ___________________________________________________________________
 HA0665  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HA0665  DYNAMIC HT  -         122.507 (meters)     401.93  (feet)  COMP
 HA0665  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 HA0665
 HA0665  VERT ORDER  -  FIRST     CLASS II
 HA0665
 HA0665.This mark is at Owensboro-Daviess County Airport (OWB)
 HA0665
 HA0665.The horizontal coordinates were scaled from a topographic map and have
 HA0665.an estimated accuracy of +/- 6 seconds.
 HA0665
 HA0665.The orthometric height was determined by differential leveling
 HA0665.and adjusted by the National Geodetic Survey in June 1991..
 HA0665
 HA0665.The geoid height was determined by GEOID03.
 HA0665
 HA0665.The dynamic height is computed by dividing the NAVD 88
 HA0665.geopotential number by the normal gravity value computed on the
 HA0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0665.degrees latitude (g = 980.6199 gals.).
 HA0665
 HA0665.The modeled gravity was interpolated from observed gravity values.
 HA0665
 HA0665;                    North         East    Units  Estimated Accuracy
 HA0665;SPC KY1Z     - 1,157,740.    1,375,400.      MT  (+/- 180 meters Scaled)
 HA0665
 HA0665                          SUPERSEDED SURVEY CONTROL
 HA0665
 HA0665  NGVD 29 (??/??/92)  122.692  (m)          402.53   (f) ADJ UNCH    1 2
 HA0665
 HA0665.Superseded values are not recommended for survey control.
 HA0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0665.See file dsdata.txt to determine how the superseded data were derived.
 HA0665
 HA0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG855776(NAD 83)
 HA0665_MARKER: DR = REFERENCE MARK DISK
 HA0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0665_STAMPING: DAOW NO 2 1950
 HA0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0665+STABILITY: SURFACE MOTION
 HA0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0665+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1995
 HA0665
 HA0665  HISTORY     - Date     Condition        Report By
 HA0665  HISTORY     - 1950     MONUMENTED       CGS
 HA0665  HISTORY     - 1953     GOOD             NGS
 HA0665  HISTORY     - 1965     GOOD             NGS
 HA0665  HISTORY     - 1982     GOOD             NGS
 HA0665  HISTORY     - 19951101 GOOD             LOWE
 HA0665
 HA0665                          STATION DESCRIPTION
 HA0665
 HA0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0665'3.6 MI W FROM OWENSBORO.
 HA0665'ABOUT 2.95 MILES WEST ALONG STATE HIGHWAY 81 FROM THE
 HA0665'LOUISVILLE AND NASHVILLE RAILROAD STATION AT OWENSBORO, THENCE
 HA0665'ABOUT 0.6 MILE SOUTH ALONG A BLACK TOP ROAD, AT THE
 HA0665'OWENSBORO-DAVIESS COUNTY AIRPORT, IN THE TOP OF THE CONCRETE
 HA0665'APRON WHICH IS IN FRONT (SOUTHWEST) OF ADMINSTRATION BUILDING,
 HA0665'126 FEET SOUTHWEST OF NORTH CORNER OF CONCRETE APRON, 89 FEET
 HA0665'NORTHEAST OF CENTER LINE OF NORTHWEST-SOUTHEAST TAXI STRIP, 27.55
 HA0665'FEET SOUTHWEST OF R.M. NO. 1, 20.50 FEET SOUTH OF THE STATION,
 HA0665'1 FOOT SOUTHEAST OF NORTHWEST EDGE OF APRON.  NOTE-- THE MARK IS
 HA0665'174 FT FROM SW CORNER OF THE ADMINISTRATION BLDG.
 HA0665
 HA0665                          STATION RECOVERY (1965)
 HA0665
 HA0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HA0665'RECOVERED IN GOOD CONDITION.
 HA0665
 HA0665                          STATION RECOVERY (1982)
 HA0665
 HA0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 HA0665'RECOVERED IN GOOD CONDITION.
 HA0665
 HA0665                          STATION RECOVERY (1995)
 HA0665
 HA0665'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HA0665'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1495 ***********************************************************************
 HB1495  DESIGNATION -  DAUM
 HB1495  PID         -  HB1495
 HB1495  STATE/COUNTY-  KY/CALDWELL
 HB1495  USGS QUAD   -  FREDONIA (1954)
 HB1495
 HB1495                         *CURRENT SURVEY CONTROL
 HB1495  ___________________________________________________________________
 HB1495* NAD 83(1993)-  37 13 26.94968(N)    088 02 12.65922(W)     ADJUSTED  
 HB1495* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 HB1495  ___________________________________________________________________
 HB1495  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 HB1495  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HB1495
 HB1495  HORZ ORDER  -  THIRD
 HB1495
 HB1495.The horizontal coordinates were established by classical geodetic methods
 HB1495.and adjusted by the National Geodetic Survey in December 1995..
 HB1495
 HB1495.The orthometric height was scaled from a topographic map.
 HB1495
 HB1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1495
 HB1495.The geoid height was determined by GEOID03.
 HB1495
 HB1495;                    North         East     Units Scale Factor Converg.
 HB1495;SPC KY1Z     - 1,101,353.443 1,297,069.312   MT  0.99996928   -1 24 14.5
 HB1495;SPC KY1Z     - 3,613,357.09  4,255,468.23   sFT  0.99996928   -1 24 14.5
 HB1495;SPC KY S     -   601,313.666   297,073.292   MT  0.99994724   -1 23 12.8
 HB1495;SPC KY S     - 1,972,809.92    974,647.96   sFT  0.99994724   -1 23 12.8
 HB1495;UTM  16      - 4,120,242.345   408,015.340   MT  0.99970423   -0 37 38.2
 HB1495
 HB1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1495!SPC KY1Z     -   0.99997823  x   0.99996928  =   0.99994751
 HB1495!SPC KY S     -   0.99997823  x   0.99994724  =   0.99992547
 HB1495!UTM  16      -   0.99997823  x   0.99970423  =   0.99968246
 HB1495
 HB1495|---------------------------------------------------------------------|
 HB1495| PID    Reference Object                     Distance      Geod. Az  |
 HB1495|                                                           dddmmss.s |
 HB1495| CI4216 DAUM RM 1                            19.947 METERS 15233     |
 HB1495| CI4217 DAUM RM 2                            26.109 METERS 24232     |
 HB1495| CI4215 DAUM AZ MK                                         2903516.9 |
 HB1495|---------------------------------------------------------------------|
 HB1495
 HB1495                          SUPERSEDED SURVEY CONTROL
 HB1495
 HB1495  NAD 83(1986)-  37 13 26.95759(N)    088 02 12.66309(W) AD(       ) 3
 HB1495  NAD 27      -  37 13 26.76371(N)    088 02 12.59983(W) AD(       ) 3
 HB1495
 HB1495.Superseded values are not recommended for survey control.
 HB1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1495.See file dsdata.txt to determine how the superseded data were derived.
 HB1495
 HB1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG0801520242(NAD 83)
 HB1495_MARKER: DS = TRIANGULATION STATION DISK
 HB1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1495_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1495
 HB1495  HISTORY     - Date     Condition        Report By
 HB1495  HISTORY     - 1962     MONUMENTED       CGS
 HB1495  HISTORY     - 20021015 MARK NOT FOUND   PENRIL
 HB1495  HISTORY     - 20021015 MARK NOT FOUND   PENRIL
 HB1495
 HB1495                          STATION DESCRIPTION
 HB1495
 HB1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1495'THE STATION IS ABOUT 3 MILES NORTHEAST OF FREDONIA ON THE PROPERTY OF
 HB1495'MR. B. T. DAUM.  IT IS 64 FEET NORTHWEST OF A WITNESS POST, 39
 HB1495'FEET WEST OF A WIRE FENCE, 21 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 HB1495'OF A FRAME HOUSE AND 2 FEET SOUTHEAST OF A ROSEBUSH.  THE
 HB1495'MONUMENT IS FLUSH AND THE DISK IS STAMPED DAUM 1962.
 HB1495'
 HB1495'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 641 AND STATE ROUTES 91
 HB1495'AND 70 ON THE EAST EDGE OF FREDONIA, GO NORTH ON U.S. HIGHWAY 641 AND
 HB1495'STATE ROUTES 91 AND 70 FOR 0.2 MILE TO THE JUNCTION OF STATE ROUTE
 HB1495'902.  TURN RIGHT AND GO NORTHEASTERLY ON STATE ROUTE 902 FOR 1.75
 HB1495'MILES TO WHERE STATE ROUTE 902 TURNS LEFT (NORTH) AND A GRAVELED ROAD
 HB1495'LEADS STRAIGHT AHEAD.* KEEP AHEAD ON THE GRAVELED ROAD AND GO EAST,
 HB1495'THEN SOUTH AND THEN EAST FOR 0.3 MILE TO A DRIVEWAY, HOUSE AND
 HB1495'STATION ON THE LEFT.
 HB1495'
 HB1495'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON STATE ROUTE
 HB1495'902 FOR ABOUT 500 FEET TO THE MARK ON THE LEFT.
 HB1495'
 HB1495'REFERENCE MARK 1 IS 58 FEET NORTHEAST OF A 12 INCH MAPLE TREE, 50
 HB1495'FEET EAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 22 FEET NORTH OF
 HB1495'A FENCE CORNER AND 2 FEET SOUTH OF THE WITNESS POST.  THE MONUMENT
 HB1495'PROJECTS 3 INCHES AND THE DISK IS STAMPED DAUM NO 1 1962.
 HB1495'
 HB1495'REFERENCE MARK 2 IS 108 FEET WEST OF THE WITNESS POST, 51 FEET SOUTH
 HB1495'OF A POWER POLE, 36 FEET NORTH OF A FENCE CORNER AND 19 FEET WEST
 HB1495'OF THE CENTERLINE OF THE GRAVELED DRIVEWAY.  THE MONUMENT IS FLUSH
 HB1495'AND THE DISK IS STAMPED DAUM NO 2 1962.
 HB1495'
 HB1495'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTERLINE OF STATE ROUTE
 HB1495'902, 2 FEET NORTH OF A WITNESS POST AND 1 FOOT EAST OF A WIRE
 HB1495'FENCE. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED DAUM
 HB1495'1962.
 HB1495'
 HB1495'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HB1495
 HB1495                          STATION RECOVERY (2002)
 HB1495
 HB1495'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2002 (RL)
 HB1495'MARK NOT FOUND.
 HB1495
 HB1495                          STATION RECOVERY (2002)
 HB1495
 HB1495'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2002 (RL)
 HB1495'APPEARS TO HAVE BEEN DUG OUT - MARKER MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2452 ***********************************************************************
 GC2452  DESIGNATION -  DAVENPORT
 GC2452  PID         -  GC2452
 GC2452  STATE/COUNTY-  KY/TODD
 GC2452  USGS QUAD   -  TRENTON (1974)
 GC2452
 GC2452                         *CURRENT SURVEY CONTROL
 GC2452  ___________________________________________________________________
 GC2452* NAD 83(1993)-  36 38 30.75066(N)    087 17 08.87948(W)     ADJUSTED  
 GC2452* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 GC2452  ___________________________________________________________________
 GC2452  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 GC2452  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2452
 GC2452  HORZ ORDER  -  SECOND
 GC2452
 GC2452.The horizontal coordinates were established by classical geodetic methods
 GC2452.and adjusted by the National Geodetic Survey in December 1995..
 GC2452
 GC2452.The orthometric height was scaled from a topographic map.
 GC2452
 GC2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2452
 GC2452.The geoid height was determined by GEOID03.
 GC2452
 GC2452;                    North         East     Units Scale Factor Converg.
 GC2452;SPC KY1Z     - 1,035,375.288 1,362,645.123   MT  1.00013484   -0 56 34.5
 GC2452;SPC KY1Z     - 3,396,893.76  4,470,611.54   sFT  1.00013484   -0 56 34.5
 GC2452;SPC KY S     -   535,356.492   362,661.038   MT  1.00001786   -0 55 53.1
 GC2452;SPC KY S     - 1,756,415.42  1,189,830.42   sFT  1.00001786   -0 55 53.1
 GC2452;SPC TN       -   256,895.737   485,012.110   MT  1.00004770   -0 45 09.9
 GC2452;SPC TN       -   842,832.10  1,591,243.90   sFT  1.00004770   -0 45 09.9
 GC2452;UTM  16      - 4,055,183.648   474,451.860   MT  0.99960804   -0 10 14.1
 GC2452
 GC2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2452!SPC KY1Z     -   0.99997829  x   1.00013484  =   1.00011313
 GC2452!SPC KY S     -   0.99997829  x   1.00001786  =   0.99999615
 GC2452!SPC TN       -   0.99997829  x   1.00004770  =   1.00002599
 GC2452!UTM  16      -   0.99997829  x   0.99960804  =   0.99958634
 GC2452
 GC2452:                Primary Azimuth Mark                     Grid Az
 GC2452:SPC KY1Z     -  TRENTON MUNICIPAL TANK                   014 21 35.1
 GC2452:SPC KY S     -  TRENTON MUNICIPAL TANK                   014 20 53.7
 GC2452:SPC TN       -  TRENTON MUNICIPAL TANK                   014 10 10.5
 GC2452:UTM  16      -  TRENTON MUNICIPAL TANK                   013 35 14.7
 GC2452
 GC2452|---------------------------------------------------------------------|
 GC2452| PID    Reference Object                     Distance      Geod. Az  |
 GC2452|                                                           dddmmss.s |
 GC2452| GC2455 TRENTON MUNICIPAL TANK              APPROX. 9.3 KM 0132500.6 |
 GC2452| GC2446 GUTHRIE MUNICIPAL TANK              APPROX.11.3 KM 0841629.8 |
 GC2452| GC2451 BOUNDARY MARKER NEAR DAVENPORT      198.490 METERS 09150     |
 GC2452| CG5210 DAVENPORT RM 3                       28.178 METERS 09506     |
 GC2452| CG5209 DAVENPORT RM 2                       26.667 METERS 26351     |
 GC2452| CG5207 DAVENPORT AZ MK                                    2974801.3 |
 GC2452| CG5208 DAVENPORT RM 1                       32.628 METERS 35902     |
 GC2452|---------------------------------------------------------------------|
 GC2452
 GC2452                          SUPERSEDED SURVEY CONTROL
 GC2452
 GC2452  NAD 83(1986)-  36 38 30.75987(N)    087 17 08.88221(W) AD(       ) 2
 GC2452  NAD 27      -  36 38 30.59400(N)    087 17 08.86200(W) AD(       ) 2
 GC2452
 GC2452.Superseded values are not recommended for survey control.
 GC2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2452.See file dsdata.txt to determine how the superseded data were derived.
 GC2452
 GC2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7445255184(NAD 83)
 GC2452_MARKER: DS = TRIANGULATION STATION DISK
 GC2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2452_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2452
 GC2452  HISTORY     - Date     Condition        Report By
 GC2452  HISTORY     - 1934     MONUMENTED       CGS
 GC2452  HISTORY     - 1953     GOOD             CGS
 GC2452
 GC2452                          STATION DESCRIPTION
 GC2452
 GC2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2452'ABOUT 9.75 MILES NORTHEAST OF CLARKSVILLE, 6.75 MILES WEST OF
 GC2452'GUTHRIE, NEAR KENTUCKY-TENNESSEE STATE LINE, 2 MILES EAST OF POINT
 GC2452'WHERE TRENTON PIKE CROSSES IT, ON PROPERTY OF JOHN DAVENPORT, ABOUT
 GC2452'0.25 MILE WEST OF HIS HOME, 23.9 FEET FROM GATEPOST AT FENCE CORNER,
 GC2452'AND 28.2 FEET FROM CENTER LINE OF FARM LANE WHERE IT PASSES THROUGH
 GC2452'GATE. TO REACH FROM STORE OF WILL WOODARD AND SON IN ST. BETHLEHEM,
 GC2452'GO NORTH 0.5 MILE ON ROUTE 13, TURN LEFT ONTO GRAVEL T-ROAD (TRENTON
 GC2452'PIKE), GO 1.10 MILES AND KEEP RIGHT ON MAIN ROAD, CONTINUE NORTH 5.25
 GC2452'MILES (OR 0.4 MILE PAST LARGE BRICK HOUSE ON LEFT), TURN SHARPLY
 GC2452'TO RIGHT (EAST) ONTO DIRT LANE, GO 0.5 MILE TO HOME OF R.W. DAVENPORT
 GC2452'AND THEN BY FIELD ROAD THROUGH THREE GATES 1.1 MILES TO FOURTH GATE
 GC2452'AND STATION. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 GC2452'IN CONCRETE. REFERENCE AND AZIMUTH MARKS ARE
 GC2452'STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS IN GRASSY
 GC2452'FIELD AND AT SAME ELEVATION AS STATION AND 107.05 FEET FROM IT.
 GC2452'NO. 2 IS 10.7 FEET NORTHWEST OF FENCE LINE,
 GC2452'7.7 FEET FROM CENTER LINE OF FARM LANE, AND 87.49 FEET FROM
 GC2452'STATION.  DISTANCE BETWEEN
 GC2452'REFERENCE MARKS NOS. 1 AND 2 IS 144.35 FEET. AZIMUTH MARK IS 2.9 FEET
 GC2452'FROM GATEPOST, 7.8 FEET FROM CENTER LINE OF LANE, 15.5 FEET FROM
 GC2452'FENCE CORNER, AND 1/4 MILE FROM STATION.
 GC2452
 GC2452                          STATION RECOVERY (1953)
 GC2452
 GC2452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2452'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2452'CONDITION. THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 GC2452'AND AZIMUTH MARK CHECKED. REFERENCE MARK NO. 1 WAS DESTROYED AT THE
 GC2452'REQUEST OF THE PROPERTY OWNER, MRS. ADA HOWELL. A NEW REFERENCE
 GC2452'MARK, REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY. A COMPLETE
 GC2452'NEW DESCRIPTION FOLLOWS-
 GC2452'
 GC2452'STATION IS LOCATED ALONG THE KENTUCKY SIDE OF THE KENTUCKY-TENNESSEE
 GC2452'STATE LINE ON THE PROPERTY OF MRS. ADA HOWELL ABOUT 6 MILES SOUTH OF
 GC2452'TRENTON. IT IS 17 FEET NORTH OF A FENCE AND 12 FEET SOUTH OF THE
 GC2452'SOUTHEDGE OF A CULTIVATED FIELD. THE MARK PROJECTS ABOUT 6 INCHES
 GC2452'AND THE DISK IS STAMPED DAVENPORT 1934.
 GC2452'
 GC2452'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF THE SOUTH EDGE OF THE FIELD
 GC2452'AND 12 FEET NORTH OF THE FENCE. THE MARK PROJECTS ABOUT 8 INCHES
 GC2452'AND THE DISK IS STAMPED DAVENPORT NO 2 1934.
 GC2452'
 GC2452'REFERENCE MARK NO. 3 IS 8 FEET NORTH OF THE FENCE. THE MARK PROJECTS
 GC2452'ABOUT 3 INCHES AND THE DISK IS STAMPED DAVENPORT NO 3 1934.
 GC2452'
 GC2452'AZIMUTH MARK IS 3 FEET NORTH OF A GATE POST AND 2 FEET NORTHEAST OF A
 GC2452'FENCE. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 GC2452'DAVENPORT AZI 1934.
 GC2452'
 GC2452'TENN-KY BOUNDARY MARKER IS 2 FEET SOUTH OF A FENCE. THE MARK IS AN
 GC2452'8X8 INCH STONE POST WHICH PROJECTS ABOUT 8 INCHES AND HAS A CROSS
 GC2452'CHISELED IN THE TOP. THE FOLLOWING LETTERING IS CHISELED ON THE SIDES
 GC2452'OF THE MARK - KY ON THE NORTH SIDE, TENN ON THE SOUTH SIDE AND
 GC2452'1858-9 ON THE EAST SIDE.
 GC2452'
 GC2452'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 GC2452'HIGHWAY 104 IN TRENTON, GO SOUTH ON HIGHWAY 104 FOR 5.3 MILES TO A
 GC2452'GRAVEL ROAD LEFT. TURN LEFT ON GRAVEL ROAD AND GO 0.5 MILE TO THE END
 GC2452'OF THE GRAVEL ROAD AND MRS.  HOWELLS HOUSE. PASS THROUGH GATE
 GC2452'AND GO SOUTH AND EAST ON FARM ROAD FOR 0.25 MILE TO A HOUSE. CONTINUE
 GC2452'ON FARM ROAD FOR 0.15 MILE TO A GATE. GO THROUGH GATE AND TURN LEFT
 GC2452'AND GO EAST FOR 0.1 MILE TO FENCE CORNER. TURN RIGHT AND GO SOUTH FOR
 GC2452'0.35 MILE TO A FENCE CORNER AND A GATE LEFT AND THE AZIMUTH MARK ON
 GC2452'THE LEFT AS DESCRIBED. CONTINUE SOUTH AND EAST ALONG THE EAST AND
 GC2452'NORTH SIDE OF THE FENCE FOR 0.3 MILE TO THE STATION AS DESCRIBED.
 GC2452'
 GC2452'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3231 ***********************************************************************
 GY3231  DESIGNATION -  DAVID
 GY3231  PID         -  GY3231
 GY3231  STATE/COUNTY-  KY/MAGOFFIN
 GY3231  USGS QUAD   -  DAVID (1992)
 GY3231
 GY3231                         *CURRENT SURVEY CONTROL
 GY3231  ___________________________________________________________________
 GY3231* NAD 83(1993)-  37 36 16.88927(N)    082 54 31.15835(W)     ADJUSTED  
 GY3231* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 GY3231  ___________________________________________________________________
 GY3231  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 GY3231  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GY3231
 GY3231  HORZ ORDER  -  SECOND
 GY3231
 GY3231.The horizontal coordinates were established by classical geodetic methods
 GY3231.and adjusted by the National Geodetic Survey in December 1995..
 GY3231
 GY3231.The orthometric height was scaled from a topographic map.
 GY3231
 GY3231.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3231
 GY3231.The geoid height was determined by GEOID03.
 GY3231
 GY3231;                    North         East     Units Scale Factor Converg.
 GY3231;SPC KY1Z     - 1,144,917.467 1,750,836.185   MT  0.99991613   +1 44 40.1
 GY3231;SPC KY1Z     - 3,756,283.39  5,744,201.72   sFT  0.99991613   +1 44 40.1
 GY3231;SPC KY S     -   644,862.015   750,847.257   MT  0.99995652   +1 43 23.4
 GY3231;SPC KY S     - 2,115,684.79  2,463,404.71   sFT  0.99995652   +1 43 23.4
 GY3231;UTM  17      - 4,163,668.926   331,521.622   MT  0.99994964   -1 09 53.8
 GY3231
 GY3231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3231!SPC KY1Z     -   0.99993194  x   0.99991613  =   0.99984808
 GY3231!SPC KY S     -   0.99993194  x   0.99995652  =   0.99988847
 GY3231!UTM  17      -   0.99993194  x   0.99994964  =   0.99988159
 GY3231
 GY3231|---------------------------------------------------------------------|
 GY3231| PID    Reference Object                     Distance      Geod. Az  |
 GY3231|                                                           dddmmss.s |
 GY3231| DB9162 DAVID RM 1                           19.293 METERS 02407     |
 GY3231| GY3210 SIGNAL KNOB LOOKOUT TOWER           APPROX.13.5 KM 1875813.3 |
 GY3231| DB9163 DAVID RM 2                           23.574 METERS 28520     |
 GY3231| GY3246 SWAMP                               APPROX.10.3 KM 2952128.3 |
 GY3231|---------------------------------------------------------------------|
 GY3231
 GY3231                          SUPERSEDED SURVEY CONTROL
 GY3231
 GY3231  NAD 83(1986)-  37 36 16.89622(N)    082 54 31.16371(W) AD(       ) 2
 GY3231  NAD 27      -  37 36 16.54800(N)    082 54 31.56900(W) AD(       ) 2
 GY3231
 GY3231.Superseded values are not recommended for survey control.
 GY3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3231.See file dsdata.txt to determine how the superseded data were derived.
 GY3231
 GY3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB3152263669(NAD 83)
 GY3231_MARKER: DS = TRIANGULATION STATION DISK
 GY3231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3231_SP_SET: PREFABRICATED CONCRETE POST
 GY3231
 GY3231  HISTORY     - Date     Condition        Report By
 GY3231  HISTORY     - 1949     MONUMENTED       CGS
 GY3231
 GY3231                          STATION DESCRIPTION
 GY3231
 GY3231'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3231'STATION IS LOCATED AT THE HEAD OF BEAR BRANCH OFF HOWARD CREEK ABOUT
 GY3231'9 MILES SOUTHWEST OF PRESTONBURG AND ONE MILE NORTHWEST OF THE
 GY3231'SMALL MINING TOWN OF DAVID AND ON PROPERTY OWNED BY EARL JOSEPH. IT
 GY3231'IS 31 FEET NORTH OF A 24 INCH HICKORY TREE, 21 FEET EAST OF A
 GY3231'FENCE NAILED ON A 30 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE EAST
 GY3231'SIDE AND 7 FEET NORTH OF A WHITE WITNESS POST. THE DISK IS WELDED
 GY3231'IN THE TOP OF A FOUR INCH IRON PIPE WHICH PROJECTS 4 INCHES AND IS
 GY3231'STAMPED DAVID 1949.
 GY3231'
 GY3231'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF A 30 INCH HICKORY TREE. THE
 GY3231'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DAVID NO
 GY3231'1 1949.
 GY3231'
 GY3231'REFERENCE MARK NO. 2 IS 18 FEET EAST OF A FENCELINE AND 17 FEET WEST
 GY3231'OF AN 18 INCH HICKORY TREE. THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GY3231'DISK IS STAMPED DAVID NO 2 1949.
 GY3231'
 GY3231'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAY 114 AND 404 ABOUT
 GY3231'3 MILES SOUTHWEST OF PRESTONBURG, GO SOUTH ON HIGHWAY 404 FOR
 GY3231'6.0 MILES TO THE RAILROAD CROSSING IN THE NORTH EDGE OF A SMALL
 GY3231'MINING TOWN OF DAVID, CONTINUE AHEAD FOR 2.3 MILES TO THE TOP OF
 GY3231'A HIGH RIDGE AND END OF TRUCK TRAVEL. FROM HERE TURN SHARP RIGHT AND
 GY3231'PACK UP STEEP GRADE AND FOLLOW ALL LEFT HAND PATHS TO THE
 GY3231'HIGHEST POINT OF THE RIDGE AND STATION AS DESCRIBED. THIS IS ABOUT A
 GY3231'30 MINUTE PACK.
 GY3231'
 GY3231'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2441 ***********************************************************************
 HZ2441  DESIGNATION -  DAVIS
 HZ2441  PID         -  HZ2441
 HZ2441  STATE/COUNTY-  KY/SCOTT
 HZ2441  USGS QUAD   -  LEESBURG (1984)
 HZ2441
 HZ2441                         *CURRENT SURVEY CONTROL
 HZ2441  ___________________________________________________________________
 HZ2441* NAD 83(1993)-  38 22 09.80466(N)    084 27 37.94346(W)     ADJUSTED  
 HZ2441* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 HZ2441  ___________________________________________________________________
 HZ2441  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 HZ2441  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ2441
 HZ2441  HORZ ORDER  -  FIRST
 HZ2441
 HZ2441.The horizontal coordinates were established by classical geodetic methods
 HZ2441.and adjusted by the National Geodetic Survey in December 1995..
 HZ2441
 HZ2441.The orthometric height was scaled from a topographic map.
 HZ2441
 HZ2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2441
 HZ2441.The geoid height was determined by GEOID03.
 HZ2441
 HZ2441;                    North         East     Units Scale Factor Converg.
 HZ2441;SPC KY1Z     - 1,226,748.442 1,612,675.870   MT  0.99994188   +0 47 30.0
 HZ2441;SPC KY1Z     - 4,024,757.18  5,290,920.75   sFT  0.99994188   +0 47 30.0
 HZ2441;SPC KY N     -    96,520.603   481,601.596   MT  0.99996353   -0 07 51.5
 HZ2441;SPC KY N     -   316,668.01  1,580,054.57   sFT  0.99996353   -0 07 51.5
 HZ2441;UTM  16      - 4,249,853.825   721,851.644   MT  1.00020617   +1 34 37.1
 HZ2441
 HZ2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2441!SPC KY1Z     -   0.99995782  x   0.99994188  =   0.99989970
 HZ2441!SPC KY N     -   0.99995782  x   0.99996353  =   0.99992135
 HZ2441!UTM  16      -   0.99995782  x   1.00020617  =   1.00016398
 HZ2441
 HZ2441|---------------------------------------------------------------------|
 HZ2441| PID    Reference Object                     Distance      Geod. Az  |
 HZ2441|                                                           dddmmss.s |
 HZ2441| DB9165 DAVIS RM 1                           15.213 METERS 00908     |
 HZ2441| HZ2442 TT 23 M USGS 1935                    45.522 METERS 01041     |
 HZ2441| HZ2444 CURTIS                              APPROX. 3.9 KM 0502723.3 |
 HZ2441| DB9166 DAVIS RM 2                           57.601 METERS 08540     |
 HZ2441| DB9164 DAVIS AZ MK                                        1985133.0 |
 HZ2441|---------------------------------------------------------------------|
 HZ2441
 HZ2441                          SUPERSEDED SURVEY CONTROL
 HZ2441
 HZ2441  NAD 83(1986)-  38 22 09.81065(N)    084 27 37.95219(W) AD(       ) 1
 HZ2441  NAD 27      -  38 22 09.54400(N)    084 27 38.16400(W) AD(       ) 1
 HZ2441
 HZ2441.Superseded values are not recommended for survey control.
 HZ2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2441.See file dsdata.txt to determine how the superseded data were derived.
 HZ2441
 HZ2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2185249854(NAD 83)
 HZ2441_MARKER: DS = TRIANGULATION STATION DISK
 HZ2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2441_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2441
 HZ2441  HISTORY     - Date     Condition        Report By
 HZ2441  HISTORY     - 1935     MONUMENTED       CGS
 HZ2441  HISTORY     - 1963     GOOD             CGS
 HZ2441
 HZ2441                          STATION DESCRIPTION
 HZ2441
 HZ2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2441'STATION IS ON THE PROPERTY OF GEORGE EADS ABOUT 9 MILES WSW OF
 HZ2441'CYNTHIANA AND 5-1/2 MILES NNW OF LEESBURG.  IT IS IN THE W EDGE OF
 HZ2441'CULTIVATED FIELD, 21.5 FEET E OF CENTER OF MIDDLETON ROAD, 6.6 FEET E
 HZ2441'OF N S WIRE FENCE LINE ABOUT 180 FEET S OF ROAD INTERSECTION,
 HZ2441'PROJECTS 3 INCHES ABOVE THE GROUND.
 HZ2441'
 HZ2441'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2441'DISKS SET IN CONCRETE.
 HZ2441'
 HZ2441'REFERENCE MARK NO.1 IS N OF STATION IN W EDGE OF CULTIVATED FIELD, 21
 HZ2441'FEET E OF CENTER OF MIDDLETON ROAD, 3 FEET E OF N S WIRE FENCE LINE,
 HZ2441'PROJECTS 4 INCHES ABOVE THE GROUND.
 HZ2441'
 HZ2441'REFERENCE MARK NO.2 IS NE OF STATION IN THE N EDGE OF CULTIVATED
 HZ2441'FIELD, 18.9 FEET S OF CONNERSVILLE PIKE, 2 FEET S OF E W BOARD FENCE
 HZ2441'LINE, PROJECTS 5 INCHES.
 HZ2441'
 HZ2441'AZIMUTH MARK IS S OF STATION IN THE E EDGE OF CULTIVATED FIELD, 18
 HZ2441'FEET E OF CENTER OF MIDDLETON ROAD, 9 FEET W OF N S WIRE FENCE LINE,
 HZ2441'MARK PROJECTS 4 INCHES ABOVE THE GROUND.  U.S.G.S. TT STATION
 HZ2441'NO.23M IS N OF STATION, SET IN 6 BY 6 INCH CONCRETE POST FLUSH WITH
 HZ2441'THE GROUND, 12.7 FEET E OF WIRE FENCE CORNER, 43 FEET SE OF ROAD
 HZ2441'INTERSECTION.
 HZ2441'
 HZ2441'TO REACH STATION FROM CYNTHIANA--TAKE HIGHWAYS 62 AND 19 S FROM THE
 HZ2441'COVERED BRIDGE AT HARRISON MOTOR COMPANY FOR 1.15 MILES AND TAKE
 HZ2441'RIGHT ASPHALT FORK AFTER CROSSING CONCRETE CULVERT, FOLLOW THIS
 HZ2441'ASPHALT ROAD FOR 6.0 MILES AND TURN LEFT AT ASPHALT T ROAD JUNCTION
 HZ2441'AT CONNERSVILLE, PROCEED 3.05 MILES OR 1.05 MILES BEYOND A T ROAD
 HZ2441'LEFT TO A ROAD FORKS AT STATION.  A U.S.G.S. BRASS TABLET SET IN A
 HZ2441'6 INCH CONCRETE POST SETS IN THE SE ANGLE OF THE ROAD JUNCTION
 HZ2441'HERE.
 HZ2441'
 HZ2441'A 4 FOOT STAND WILL SEE ALL LINES.
 HZ2441'
 HZ2441'NO NATURAL OBJECTS VISIBLE FROM GROUND.
 HZ2441
 HZ2441                          STATION RECOVERY (1963)
 HZ2441
 HZ2441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HRW)
 HZ2441'LOCATED STATION AND RM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1287 ***********************************************************************
 HA1287  CBN         -  This is a Cooperative Base Network Control Station.
 HA1287  PACS        -  This is a Primary Airport Control Station.
 HA1287  DESIGNATION -  DAVIS
 HA1287  PID         -  HA1287
 HA1287  STATE/COUNTY-  KY/HENDERSON
 HA1287  USGS QUAD   -  WILSON (1993)
 HA1287
 HA1287                         *CURRENT SURVEY CONTROL
 HA1287  ___________________________________________________________________
 HA1287* NAD 83(1993)-  37 48 31.00359(N)    087 40 33.34026(W)     ADJUSTED  
 HA1287* NAVD 88     -       117.713  (meters)     386.20   (feet)  ADJUSTED  
 HA1287  ___________________________________________________________________
 HA1287  X           -     204,605.017 (meters)                     COMP
 HA1287  Y           -  -5,041,398.483 (meters)                     COMP
 HA1287  Z           -   3,888,735.847 (meters)                     COMP
 HA1287  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 HA1287  ELLIP HEIGHT-          87.16  (meters)          (11/03/04) GPS OBS
 HA1287  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HA1287  DYNAMIC HT  -         117.631 (meters)     385.93  (feet)  COMP
 HA1287  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 HA1287
 HA1287  HORZ ORDER  -  B
 HA1287  VERT ORDER  -  FIRST     CLASS II
 HA1287  ELLP ORDER  -  THIRD     CLASS I
 HA1287
 HA1287.This mark is at Henderson City-County Airport (EHR)
 HA1287
 HA1287.The horizontal coordinates were established by GPS observations
 HA1287.and adjusted by the National Geodetic Survey in January 1997..
 HA1287
 HA1287.The orthometric height was determined by differential leveling
 HA1287.and adjusted by the National Geodetic Survey in June 1991..
 HA1287
 HA1287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1287
 HA1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1287
 HA1287.The ellipsoidal height was determined by GPS observations
 HA1287.and is referenced to NAD 83.
 HA1287
 HA1287.The geoid height was determined by GEOID03.
 HA1287
 HA1287.The dynamic height is computed by dividing the NAVD 88
 HA1287.geopotential number by the normal gravity value computed on the
 HA1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1287.degrees latitude (g = 980.6199 gals.).
 HA1287
 HA1287.The modeled gravity was interpolated from observed gravity values.
 HA1287
 HA1287;                    North         East     Units Scale Factor Converg.
 HA1287;SPC KY1Z     - 1,165,479.704 1,330,430.380   MT  0.99990564   -1 10 56.8
 HA1287;SPC KY1Z     - 3,823,744.66  4,364,920.34   sFT  0.99990564   -1 10 56.8
 HA1287;SPC KY S     -   665,450.786   330,417.542   MT  0.99997962   -1 10 04.8
 HA1287;SPC KY S     - 2,183,233.12  1,084,044.89   sFT  0.99997962   -1 10 04.8
 HA1287;SPC IN W     -   284,417.131   847,817.493   MT  1.00000019   -0 21 47.8
 HA1287;SPC IN W     -   933,125.20  2,781,547.89   sFT  1.00000019   -0 21 47.8
 HA1287;UTM  16      - 4,184,795.635   440,501.097   MT  0.99964360   -0 24 51.7
 HA1287
 HA1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1287!SPC KY1Z     -   0.99998632  x   0.99990564  =   0.99989196
 HA1287!SPC KY S     -   0.99998632  x   0.99997962  =   0.99996594
 HA1287!SPC IN W     -   0.99998632  x   1.00000019  =   0.99998651
 HA1287!UTM  16      -   0.99998632  x   0.99964360  =   0.99962993
 HA1287
 HA1287:                Primary Azimuth Mark                     Grid Az
 HA1287:SPC KY1Z     -  DAVIS AZ MK                              271 01 04.2
 HA1287:SPC KY S     -  DAVIS AZ MK                              271 00 12.2
 HA1287:SPC IN W     -  DAVIS AZ MK                              270 11 55.2
 HA1287:UTM  16      -  DAVIS AZ MK                              270 14 59.1
 HA1287
 HA1287|---------------------------------------------------------------------|
 HA1287| PID    Reference Object                     Distance      Geod. Az  |
 HA1287|                                                           dddmmss.s |
 HA1287| HA1288 DAVIS AZ MK                         APPROX. 1.2 KM 2695007.4 |
 HA1287| HA0998 P 335                               291.041 METERS 33020     |
 HA1287|---------------------------------------------------------------------|
 HA1287
 HA1287                          SUPERSEDED SURVEY CONTROL
 HA1287
 HA1287  ELLIP H (01/09/97)   87.17   (m)                       GP(       ) 4 2
 HA1287  NAD 83(1993)-  37 48 31.00337(N)    087 40 33.34041(W) AD(       ) 3
 HA1287  ELLIP H (12/20/95)   87.19   (m)                       GP(       ) 4 1
 HA1287  NAD 83(1986)-  37 48 31.01292(N)    087 40 33.33969(W) AD(       ) 3
 HA1287  NAVD 88 (01/09/97)  117.71   (m)          386.2    (f) LEVELING    3  
 HA1287  NGVD 29 (11/06/89)  117.81   (m)          386.5    (f) LEVELING    3  
 HA1287
 HA1287.Superseded values are not recommended for survey control.
 HA1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1287.See file dsdata.txt to determine how the superseded data were derived.
 HA1287
 HA1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4050184796(NAD 83)
 HA1287_MARKER: DH = HORIZONTAL CONTROL DISK
 HA1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1287_SP_SET: CONCRETE POST
 HA1287_STAMPING: DAVIS 1986
 HA1287_MARK LOGO: NGS   
 HA1287_PROJECTION: FLUSH
 HA1287_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1287+STABILITY: SURFACE MOTION
 HA1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1287+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 HA1287
 HA1287  HISTORY     - Date     Condition        Report By
 HA1287  HISTORY     - 1986     MONUMENTED       NGS
 HA1287  HISTORY     - 19881205 GOOD             NGS
 HA1287  HISTORY     - 19890520 GOOD
 HA1287  HISTORY     - 19901026 GOOD             NGS
 HA1287  HISTORY     - 19951101 GOOD             LOWE
 HA1287  HISTORY     - 19960809 GOOD             NGS
 HA1287  HISTORY     - 20011008 GOOD             KYDT
 HA1287  HISTORY     - 20030107 GOOD             WOOLPT
 HA1287  HISTORY     - 20030616 GOOD             NGS
 HA1287  HISTORY     - 20050721 GOOD             JCLS
 HA1287
 HA1287                          STATION DESCRIPTION
 HA1287
 HA1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1287'13.0 KM (8.1 MI) SW FROM HENDERSON.
 HA1287'THE MARK IS ABOVE LEVEL WITH THE TAXIWAY.
 HA1287'9.5 KM (5.9 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HA1287'WITH U.S. HIGHWAY 41 IN HENDERSON, THENCE 3.0 KM (1.85 MI)
 HA1287'NORTHWESTERLY ALONG STATE HIGHWAY 136 TO THE ENTRANCE TO THE HENDERSON
 HA1287'COUNTY AIRPORT, THENCE 0.3 KM (0.25 MI) SOUTHWEST ALONG A TAXIWAY,
 HA1287'THENCE 0.2 KM (0.1 MI) EAST ALONG A TAXIWAY, 61.0 M (200.1 FT) NORTH
 HA1287'OF THE CENTERLINE OF THE RUNWAY, AND 23.6 M (77.4 FT) EAST OF THE
 HA1287'EXTENDED CENTER OF THE EAST END OF THE TAXIWAY.  NOTE--AN UNDERGROUND
 HA1287'DISK WAS SET ABOUT 42 INCHES BELOW THE GROUND.
 HA1287'THE MARK IS 1.0 METERS  S FROM  A WITNESS POST
 HA1287
 HA1287                          STATION RECOVERY (1988)
 HA1287
 HA1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HA1287'THE STATION IS ABOUT 4.8 KM (3.00 MI) WEST OF HENDERSON, AT THE
 HA1287'HENDERSON COUNTY AIRPORT AT THE EAST END OF THE TAXIWAY IN A GRASS
 HA1287'FIELD.  OWNERSHIP--DON DAVIS AVIATION INC. 2154 STATE HIGHWAY 136
 HA1287'WEST, HENDERSON, KY 42420, PHONE 502-826-6000).  AIRPORT MANAGER IS
 HA1287'DON DAVIS.
 HA1287'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60, STATE ROADS
 HA1287'136 AND 425, ABOUT 9.8 KM (6.10 MI) SOUTHWEST OF HENDERSON, DRIVE WEST
 HA1287'FOR 3.2 KM (2.00 MI) ON STATE ROAD 136 TO A GRAVEL DRIVE AND AIRPORT
 HA1287'ON THE LEFT.  FROM THE START OF THE PAVEMENT AT THE FUELING RAMP DRIVE
 HA1287'SOUTH TO THE TAXIWAY, TURN LEFT AND DRIVE EAST FOR 0.22 KM (0.15 MI)
 HA1287'TO THE END OF THE TAXIWAY AND THE STATION ON THE LEFT.
 HA1287'THE STATION IS A STANDARD HORIZONTAL CONTROL DISK STAMPED---DAVIS
 HA1287'1986---, SET THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 HA1287'LOCATED 35.05 M (115.0 FT) EAST OF THE CENTERLINE OF THE TAXIWAY, 26.2
 HA1287'M (86.0 FT) EAST OF A BLUE TAXIWAY LIGHT, 4.9 M (16.1 FT) NORTH OF A
 HA1287'GRAVEL ROAD AND 1.0 M (3.3 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 HA1287'DESCRIBED BY M.J. WELLSLAGER.
 HA1287
 HA1287                          STATION RECOVERY (1989)
 HA1287
 HA1287'RECOVERED 1989
 HA1287'RECOVERED IN GOOD CONDITION.
 HA1287
 HA1287                          STATION RECOVERY (1990)
 HA1287
 HA1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HA1287'STATION WAS RECOVERED IN GOOD CONDITION.  NO OTHER
 HA1287'MARKSSEARCHEDFOR.THIS STATION IS TIE TO THE KENTUCKY FAA PROJECT.  AN
 HA1287'UPDATED DESCRIPTION FOLLOWS.
 HA1287'STATION IS LOCATED ABOUT 3 MI (4.8 KM) WEST OF HENDERSON, AT THE
 HA1287'HENDERSON COUNTY AIRPORT, AT THE EAST END OF THE TAXIWAY, IN A GRASS
 HA1287'FIELD. OWNERSHIP-DON DAVIS AVIATION INC. 2154 STATE HIGHWAY 136 WEST,
 HA1287'HENDERSON, KY 42420.  AIRPORT MANAGER IS DON DAVIS.  PHONE IS
 HA1287'502-826-6000.
 HA1287'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 60, STATE ROUTE
 HA1287'136 AND 425, ABOUT 9.8 KM (6.1 MI) SOUTHWEST OF HENDERSON, GO WEST
 HA1287'ALONG STATE ROUTE 136 FOR 2 MI (3.2 KM) TO A DRIVE AND THE AIRPORT
 HA1287'ENTRANCE ON THE LEFT, THEN GO LEFT, ABOUT 200 FT (61.0 M) TO THE
 HA1287'AIRPORT OFFICE ON THE LEFT, THEN FROM THE START OF THE PAVEMENT AT
 HA1287'THE FUELING RAMP, GO SOUTH TO THE JUNCTION OF THE TAXIWAY ON THE
 HA1287'LEFT, THEN GO LEFT, EAST ALONG THE TAXIWAY FOR 0.15 MI (0.24 KM) TO
 HA1287'THE END OF THE TAXIWAY AND THE STATION IN A FIELD AS DESCRIBED.
 HA1287'STATION IS IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND SURFACE. IT
 HA1287'IS ABOUT IN LINE WITH EXTENDED CENTERLINE AND EAST OF THE TAXIWAY,
 HA1287'115 FT (35.1 M) EAST OF THE CENTERLINE OF THE TAXI APPROACH, 88 FT
 HA1287'(26.8 M) EAST OF A TAXI LIGHT, 16 FT (4.9 M) NORTH OF THE CENTER OF A
 HA1287'DIM GRAVEL FIELD ROAD, AND 3.3 FT (1.0 M) SOUTH OF A FIBERGLASS
 HA1287'WITNESS POST.
 HA1287'DESCRIBED BY G.F.S. NOTE-NOTIFY MANAGER OF WORK SCHEDULE.
 HA1287
 HA1287                          STATION RECOVERY (1995)
 HA1287
 HA1287'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HA1287'RECOVERED AS DESCRIBED.  THIS STATION IS A PRIMARY AIRPORT CONTROL
 HA1287'STATION.
 HA1287
 HA1287                          STATION RECOVERY (1996)
 HA1287
 HA1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 HA1287'RECOVERY NOTE BY NGS 1996 .  RECOVERED AS DESCRIBED WITH CHANGES. FROM
 HA1287'STATE ROUTE 136 AT THE AIRPORT ENTRANCE TURN LEFT AND GO SOUTH FOR A
 HA1287'TOTAL OF 0.24 KM (0.15 MI) BEARING TO THE LEFT THROUGH A PARKING LOT,
 HA1287'PASSING THE AIRPORT OFFICE ON LEFT AT 36.6 M (120.1 FT) , ENTERING
 HA1287'INTO THE AOA AND PASSING A GRAVEL ROAD ON RIGHT AT 61.0 M (200.1 FT)
 HA1287'TO A PARALLEL TAXIWAY.  TURN LEFT AND GO EAST FOR 0.16 KM (0.10 MI) ON
 HA1287'THE PARALLEL TAXIWAY TO WHERE THE TAXI CURVES RIGHT AND THE STATION
 HA1287'AHEAD.  DAMAGE NOTED - WEST SIDE OF CONCRETE MONUMENT IS CHIPPED, DISK
 HA1287'SHOWS SEVERAL MOWER BLADE CUTS. THIS STATION IS A PRIMARY AIRPORT
 HA1287'CONTROL STATION (PACS) .
 HA1287
 HA1287                          STATION RECOVERY (2001)
 HA1287
 HA1287'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (HE)
 HA1287'RECOVERED IN GOOD CONDITION.
 HA1287
 HA1287                          STATION RECOVERY (2003)
 HA1287
 HA1287'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HA1287'RECOVERED AS DESCRIBED.
 HA1287
 HA1287                          STATION RECOVERY (2003)
 HA1287
 HA1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRM)
 HA1287'RECOVERED AS DESCRIBED.
 HA1287
 HA1287                          STATION RECOVERY (2005)
 HA1287
 HA1287'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 HA1287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1288 ***********************************************************************
 HA1288  SACS        -  This is a Secondary Airport Control Station.
 HA1288  DESIGNATION -  DAVIS AZ MK
 HA1288  PID         -  HA1288
 HA1288  STATE/COUNTY-  KY/HENDERSON
 HA1288  USGS QUAD   -  WILSON (1993)
 HA1288
 HA1288                         *CURRENT SURVEY CONTROL
 HA1288  ___________________________________________________________________
 HA1288* NAD 83(1993)-  37 48 30.89112(N)    087 41 21.48438(W)     ADJUSTED  
 HA1288* NAVD 88     -       116.722  (meters)     382.95   (feet)  ADJUSTED  
 HA1288  ___________________________________________________________________
 HA1288  X           -     203,428.358 (meters)                     COMP
 HA1288  Y           -  -5,041,447.485 (meters)                     COMP
 HA1288  Z           -   3,888,732.531 (meters)                     COMP
 HA1288  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 HA1288  ELLIP HEIGHT-          86.22  (meters)          (01/09/97) GPS OBS
 HA1288  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HA1288  DYNAMIC HT  -         116.642 (meters)     382.68  (feet)  COMP
 HA1288  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 HA1288
 HA1288  HORZ ORDER  -  FIRST
 HA1288  VERT ORDER  -  FIRST     CLASS II
 HA1288  ELLP ORDER  -  FOURTH    CLASS II
 HA1288
 HA1288.This mark is at Henderson City-County Airport (EHR)
 HA1288
 HA1288.The horizontal coordinates were established by GPS observations
 HA1288.and adjusted by the National Geodetic Survey in January 1997..
 HA1288
 HA1288.The orthometric height was determined by differential leveling
 HA1288.and adjusted by the National Geodetic Survey in June 1991..
 HA1288
 HA1288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1288
 HA1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1288
 HA1288.The ellipsoidal height was determined by GPS observations
 HA1288.and is referenced to NAD 83.
 HA1288
 HA1288.The geoid height was determined by GEOID03.
 HA1288
 HA1288.The dynamic height is computed by dividing the NAVD 88
 HA1288.geopotential number by the normal gravity value computed on the
 HA1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1288.degrees latitude (g = 980.6199 gals.).
 HA1288
 HA1288.The modeled gravity was interpolated from observed gravity values.
 HA1288
 HA1288;                    North         East     Units Scale Factor Converg.
 HA1288;SPC KY1Z     - 1,165,500.622 1,329,253.010   MT  0.99990564   -1 11 26.4
 HA1288;SPC KY1Z     - 3,823,813.29  4,361,057.58   sFT  0.99990564   -1 11 26.4
 HA1288;SPC KY S     -   665,471.407   329,240.080   MT  0.99997961   -1 10 34.0
 HA1288;SPC KY S     - 2,183,300.77  1,080,181.83   sFT  0.99997961   -1 10 34.0
 HA1288;SPC IN W     -   284,421.214   846,639.832   MT  1.00000172   -0 22 17.3
 HA1288;SPC IN W     -   933,138.60  2,777,684.18   sFT  1.00000172   -0 22 17.3
 HA1288;UTM  16      - 4,184,800.766   439,323.859   MT  0.99964534   -0 25 21.3
 HA1288
 HA1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1288!SPC KY1Z     -   0.99998647  x   0.99990564  =   0.99989211
 HA1288!SPC KY S     -   0.99998647  x   0.99997961  =   0.99996608
 HA1288!SPC IN W     -   0.99998647  x   1.00000172  =   0.99998819
 HA1288!UTM  16      -   0.99998647  x   0.99964534  =   0.99963182
 HA1288
 HA1288:                Primary Azimuth Mark                     Grid Az
 HA1288:SPC KY1Z     -  DAVIS                                    091 01 04.3
 HA1288:SPC KY S     -  DAVIS                                    091 00 11.9
 HA1288:SPC IN W     -  DAVIS                                    090 11 55.2
 HA1288:UTM  16      -  DAVIS                                    090 14 59.2
 HA1288
 HA1288|---------------------------------------------------------------------|
 HA1288| PID    Reference Object                     Distance      Geod. Az  |
 HA1288|                                                           dddmmss.s |
 HA1288| HA1287 DAVIS                               APPROX. 1.2 KM 0894937.9 |
 HA1288|---------------------------------------------------------------------|
 HA1288
 HA1288                          SUPERSEDED SURVEY CONTROL
 HA1288
 HA1288  NAD 83(1993)-  37 48 30.89097(N)    087 41 21.48487(W) AD(       ) 3
 HA1288  ELLIP H (12/20/95)   86.23   (m)                       GP(       ) 4 1
 HA1288  NAD 83(1986)-  37 48 30.90057(N)    087 41 21.48414(W) AD(       ) 3
 HA1288  NAVD 88 (01/09/97)  116.72   (m)          382.9    (f) LEVELING    3  
 HA1288  NGVD 29 (11/06/89)  116.82   (m)          383.3    (f) LEVELING    3  
 HA1288
 HA1288.Superseded values are not recommended for survey control.
 HA1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1288.See file dsdata.txt to determine how the superseded data were derived.
 HA1288
 HA1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3932484801(NAD 83)
 HA1288_MARKER: DZ = AZIMUTH MARK DISK
 HA1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1288_SP_SET: CONCRETE POST
 HA1288_STAMPING: DAVIS 1986
 HA1288_MARK LOGO: NGS   
 HA1288_PROJECTION: FLUSH
 HA1288_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1288+STABILITY: SURFACE MOTION
 HA1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1288+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 HA1288
 HA1288  HISTORY     - Date     Condition        Report By
 HA1288  HISTORY     - 1986     MONUMENTED       NGS
 HA1288  HISTORY     - 19881205 GOOD             NGS
 HA1288  HISTORY     - 19890518 GOOD
 HA1288  HISTORY     - 19951101 GOOD             LOWE
 HA1288  HISTORY     - 19960809 GOOD             NGS
 HA1288  HISTORY     - 20011008 GOOD             KYDT
 HA1288
 HA1288                          STATION DESCRIPTION
 HA1288
 HA1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1288'13.8 KM (8.6 MI) SW FROM HENDERSON.
 HA1288'THE MARK IS ABOVE LEVEL WITH THE TAXIWAY.
 HA1288'9.5 KM (5.9 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HA1288'WITH U.S. HIGHWAY 41 IN HENDERSON, THENCE 3.0 KM (1.85 MI)
 HA1288'NORTHWESTERLY ALONG STATE HIGHWAY 136, TO THE ENTRANCE TO THE
 HA1288'HENDERSON COUNTY AIRPOST, THENCE 1.3 KM (0.8 MI) SOUTHWESTERLY ALONG A
 HA1288'TAXIWAY, AND 30.5 M (100.1 FT) NORTH OF THE CENTERLINE OF THE TAXIWAY.
 HA1288'NOTE--AN UNDERGROUND DISK WAS SET ABOUT 42 INCHES BELOW THE GROUND.
 HA1288'THE MARK IS 0.9 METERS  E FROM  A WITNESS POST
 HA1288
 HA1288                          STATION RECOVERY (1988)
 HA1288
 HA1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HA1288'THE STATION IS ABOUT 4.8 KM (3.00 MI) WEST OF HENDERSON, AT THE
 HA1288'HENDERSON COUNTY AIRPORT AT THE WEST END OF THE TAXIWAY ALONG THE
 HA1288'BORDER OF A CULTIVATED FIELD.  OWNERSHIP--DON DAVIS AVIATION, INC.
 HA1288'2154 HIGHWAY 136 WEST, HENDERSON, KY 42420, PHONE 502-826-6000.
 HA1288'AIRPORT MANAGER IS DON DAVIS.
 HA1288'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60, STATE ROADS
 HA1288'136 AND 425, ABOUT 9.8 KM (6.10 MI) SOUTHWEST OF HENDERSON, DRIVE WEST
 HA1288'FOR 3.2 KM (2.00 MI) ON STATE ROAD 136 TO A GRAVEL DRIVE AND AIRPORT
 HA1288'ON THE LEFT.  FROM THE START OF THE PAVEMENT AT THE FUELING RAMP DRIVE
 HA1288'SOUTH TO THE TAXIWAY.  TURN RIGHT AND DRIVE WEST FOR 0.96 KM
 HA1288'(0.60 MI) ALONG TAXIWAY TO THE STATION ON THE RIGHT.
 HA1288'THE STATION IS A STANDARD AZIMUTH MARK DISK STAMPED---DAVIS 1986---,
 HA1288'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 HA1288'LOCATED 31.7 M (104.0 FT) NORTH OF THE CENTERLINE OF THE TAXIWAY, 22.6
 HA1288'M (74.1 FT) NORTH OF THE EIGHTH LIGHT FROM THE WEST END OF TAXIWAY AND
 HA1288'0.8 M (2.6 FT) EAST OF A FIBERGLASS WITNESS POST.
 HA1288'DESCRIBED BY M.J. WELLSLAGER.
 HA1288
 HA1288                          STATION RECOVERY (1989)
 HA1288
 HA1288'RECOVERED 1989
 HA1288'RECOVERED IN GOOD CONDITION.
 HA1288
 HA1288                          STATION RECOVERY (1995)
 HA1288
 HA1288'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HA1288'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 HA1288'STATION.
 HA1288
 HA1288                          STATION RECOVERY (1996)
 HA1288
 HA1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 HA1288'RECOVERY NOTE BY NGS 1996 (WCW) .  UPDATED DESCRIPTION FOLLOWS. THE
 HA1288'STATION IS ABOUT 4.8 KM (3.00 MI) WEST OF CENTRAL HENDERSON AT THE
 HA1288'HENDERSON CITY-COUNTY AIRPORT.  OWNERSHIP--DON DAVIS AVIATION, INC.
 HA1288'2154 HIGHWAY 136 WEST, HENDERSON KY 42420, PHONE 502-826-6000. AIRPORT
 HA1288'MANAGER IS DON DAVIS. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 HA1288'HIGHWAY 60 AND STATE HIGHWAYS 425 AND 136, GO WESTERLY FOR 3.1 KM
 HA1288'(1.90 MI) ON STATE HIGHWAY 136 TO THE ASPHALT AIRPORT ENTRANCE ON
 HA1288'LEFT.  TURN LEFT AND GO SOUTH FOR A TOTAL OF 0.24 KM (0.15 MI) BEARING
 HA1288'TO THE LEFT THROUGH A PARKING LOT AND PASSING THE AIRPORT OFFICE ON
 HA1288'LEFT AT 36.6 M (120.1 FT) , ENTERING INTO THE AOA AND PASSING A GRAVEL
 HA1288'ROAD RIGHT AT 61.0 M (200.1 FT) TO A PARALLEL TAXIWAY.  TURN RIGHT AND
 HA1288'GO WEST FOR 1.0 KM (0.60 MI) TO THE STATION ON RIGHT ON THE EDGE OF A
 HA1288'CULTIVATED FIELD. THE STATION IS LOCATED 30.7 M (100.7 FT) NORTH OF
 HA1288'THE PARALLEL TAXIWAY CENTER, 2.4 M (7.9 FT) WEST OF THE EXTENDED
 HA1288'CENTERLINE OF THE FIRST CONNECTOR TAXIWAY EAST OF APPROACH 09 WHICH IS
 HA1288'ALSO JUST WEST OF A HIGH SPEED TAXIWAY EXIT FOR RUNWAY 27, 21.5 M
 HA1288'(70.5 FT) NORTH-NORTHWEST OF THE TAXIWAY LIGHT THAT IS NORTH OF AND ON
 HA1288'THE EXTENDED CENTERLINE OF THE FIRST CONNECTOR TAXIWAY EAST OF
 HA1288'APPROACH 09, 21.5 M (70.5 FT) NORTH-NORTHEAST OF THE TAXIWAY LIGHT
 HA1288'THAT IS NORTH OF AND ON THE EXTENDED WEST EDGE OF PAVEMENT OF THE
 HA1288'FIRST CONNECTOR TAXIWAY EAST OF APPROACH 09, 25.00 M (82.02 FT) NORTH
 HA1288'OF A PK NAIL WITH WASHER STAMPED -NGS DAVIS AZ MK RM 1- SET IN THE
 HA1288'PARALLEL TAXIWAY, 1.0 M (3.3 FT) WEST OF A METAL FENCE POST, AND 1.0 M
 HA1288'(3.3 FT) EAST OF A METAL FENCE POST, (FIBERGLASS WITNESS POST FOUND
 HA1288'DESTROYED) .  THE STATION IS FLUSH WITH THE GROUND AND ABOUT LEVEL
 HA1288'WITH THE PARALLEL TAXIWAY. DAMAGE IS NOTED--THE NORTHWEST EDGE OF
 HA1288'CONCRETE MONUMENT IS BROKEN AND THERE ARE TWO LARGE CUTS ON THE BRASS
 HA1288'DISK WITH ONE CUT THROUGH THE CENTER POINT. NOTE-- THIS STATION IS A
 HA1288'SECONDARY AIRPORT CONTROL STATION (SACS) .
 HA1288
 HA1288                          STATION RECOVERY (2001)
 HA1288
 HA1288'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (HE)
 HA1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1381 ***********************************************************************
 HA1381  DESIGNATION -  DAWES
 HA1381  PID         -  HA1381
 HA1381  STATE/COUNTY-  KY/EDMONSON
 HA1381  USGS QUAD   -  RHODA (1979)
 HA1381
 HA1381                         *CURRENT SURVEY CONTROL
 HA1381  ___________________________________________________________________
 HA1381* NAD 83(1993)-  37 09 50.68889(N)    086 11 11.26113(W)     ADJUSTED  
 HA1381* NAVD 88     -       279.8    (meters)     918.     (feet)  VERTCON   
 HA1381  ___________________________________________________________________
 HA1381  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 HA1381  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HA1381
 HA1381  HORZ ORDER  -  FIRST
 HA1381
 HA1381.The horizontal coordinates were established by classical geodetic methods
 HA1381.and adjusted by the National Geodetic Survey in December 1995..
 HA1381
 HA1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1381
 HA1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1381
 HA1381.The geoid height was determined by GEOID03.
 HA1381
 HA1381;                    North         East     Units Scale Factor Converg.
 HA1381;SPC KY1Z     - 1,092,290.806 1,461,234.330   MT  0.99998166   -0 16 04.7
 HA1381;SPC KY1Z     - 3,583,624.09  4,794,066.30   sFT  0.99998166   -0 16 04.7
 HA1381;SPC KY S     -   592,280.518   461,235.562   MT  0.99994978   -0 15 52.9
 HA1381;SPC KY S     - 1,943,173.67  1,513,237.01   sFT  0.99994978   -0 15 52.9
 HA1381;UTM  16      - 4,113,384.370   572,230.289   MT  0.99966427   +0 29 29.3
 HA1381
 HA1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1381!SPC KY1Z     -   0.99996094  x   0.99998166  =   0.99994261
 HA1381!SPC KY S     -   0.99996094  x   0.99994978  =   0.99991073
 HA1381!UTM  16      -   0.99996094  x   0.99966427  =   0.99962523
 HA1381
 HA1381|---------------------------------------------------------------------|
 HA1381| PID    Reference Object                     Distance      Geod. Az  |
 HA1381|                                                           dddmmss.s |
 HA1381| CG8471 DAWES RM 1                                         05108     |
 HA1381| CG8472 DAWES RM 2                           33.461 METERS 14308     |
 HA1381| HA1377 EDMONSON CO S TANK                  APPROX. 6.6 KM 1493907.9 |
 HA1381| HA1378 EAST KNOB L AND N RR MW KPI         APPROX. 6.7 KM 1703135.3 |
 HA1381| HA1374 EAST KNOB S CENTRAL BELL MW         APPROX. 6.9 KM 1773141.6 |
 HA1381| CG8470 DAWES AZ MK                                        2530619.2 |
 HA1381| HA1387 BROWNSVILLE AT AND T MICROWAVE      APPROX.12.1 KM 3002855.2 |
 HA1381| HA1388 EDMONSON CO N TANK                  APPROX.12.2 KM 3161520.4 |
 HA1381| HA1380 BROOKS KNOB LOOKOUT TOWER           APPROX. 3.3 KM 3344007.2 |
 HA1381| HA1384 OLLIE RM A 1970                     APPROX. 9.0 KM 3545146.7 |
 HA1381|---------------------------------------------------------------------|
 HA1381
 HA1381                          SUPERSEDED SURVEY CONTROL
 HA1381
 HA1381  NAD 83(1986)-  37 09 50.69731(N)    086 11 11.26757(W) AD(       ) 1
 HA1381  NAD 27      -  37 09 50.53600(N)    086 11 11.33500(W) AD(       ) 1
 HA1381  NGVD 29 (07/19/86)  279.9    (m)          918.     (f) VERT ANG       
 HA1381
 HA1381.Superseded values are not recommended for survey control.
 HA1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1381.See file dsdata.txt to determine how the superseded data were derived.
 HA1381
 HA1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7223013384(NAD 83)
 HA1381_MARKER: DS = TRIANGULATION STATION DISK
 HA1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1381_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1381
 HA1381  HISTORY     - Date     Condition        Report By
 HA1381  HISTORY     - 1933     MONUMENTED       CGS
 HA1381  HISTORY     - 1952     GOOD             CGS
 HA1381  HISTORY     - 1970     GOOD             NGS
 HA1381
 HA1381                          STATION DESCRIPTION
 HA1381
 HA1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HA1381'STATION IS ABOUT 5 MILES WEST-SOUTHWEST OF MAMMOTH CAVE, 7-3/4 MILES
 HA1381'NORTH BY EAST OF SMITH GROVE, 5 MILES SOUTHEAST BY EAST OF
 HA1381'BROWNSVILLE, AND 9 MILES NORTHWEST BY WEST OF GLASGOW JUNCTION, IN AN
 HA1381'OPEN FIELD, AT THE TOP OF A PROMINENT HILL, ON LAND OWNED AND
 HA1381'OCCUPIED BY J.H. DAWES, (THE HILL IS THICKLY WOODED ON THE EAST AND
 HA1381'WEST SIDES), 50 FEET WEST OF THE EAST END OF THE TOP OF THE HILL, 180
 HA1381'FEET SOUTHWEST OF A FENCE ALONG THE EDGE OF WOODS, AND IS SET ABOUT 8
 HA1381'INCHES UNDERGROUND.
 HA1381'
 HA1381'TO REACH THE STATION FROM GLASGOW JUNCTION, GO WEST ON U.S. HIGHWAY
 HA1381'31-W ABOUT 5.5 MILES TO JUNCTION WITH STATE HIGHWAY 65 (FROM BOWLING
 HA1381'GREEN GO NORTHEAST ON U.S. HIGHWAY 31-W ABOUT 9.5 MILES TO THIS
 HA1381'JUNCTION), TURN RIGHT (NORTHWEST) ON STATE HIGHWAY 65 AND PROCEED
 HA1381'4.4 MILES TO A DIRT ROAD TO THE RIGHT NEAR THE FOOT OF A SMALL
 HA1381'DECLINE, TURN RIGHT ON THIS ROAD AND GO 1.4 MILES TO THE DAWES
 HA1381'HOUSE ON THE NORTH SIDE OF THE ROAD, THENCE 0.4 MILE NORTH TO THE TOP
 HA1381'OF THE HILL AND STATION.
 HA1381'
 HA1381'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HA1381'DISKS SET IN CONCRETE.
 HA1381'
 HA1381'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 5 FEET
 HA1381'SOUTHWEST OF FENCE ALONG THE EDGE OF THE WOODS, AND PROJECTS
 HA1381'ABOUT 4 INCHES. REFERENCE MARK NO.2 IS SOUTHEAST OF THE STATION, AND
 HA1381'PROJECTS 3 INCHES.
 HA1381'
 HA1381'AZIMUTH MARK IS ABOUT 0.1 MILE WEST OF THE STATION, ABOUT 25 FEET
 HA1381'WEST OF THE MOST WESTERLY EDGE OF THE OPEN FIELD AT THE TOP OF THE
 HA1381'HILL, ABOUT 30 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, ON THE
 HA1381'CREST OF THE RIDGE, AND PROJECTS 8 INCHES.
 HA1381'
 HA1381'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 HA1381
 HA1381                          STATION RECOVERY (1952)
 HA1381
 HA1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1381'THE STATION AND ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 HA1381'CONDITION. THE ORIGINAL DESCRIPTION SUBMITTED IN 1933 ADEQUATE.
 HA1381'
 HA1381'FOLLOWING IS A NEW TO REACH TO THE STATION.
 HA1381'
 HA1381'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 HA1381'HIGHWAY 65 ABOUT 18 MILES NORTHEAST OF BOWLING GREEN, GO
 HA1381'NORTHWEST ON STATE HIGHWAY 65 FOR 4.4 MILES TO A SIDE ROAD RIGHT,
 HA1381'TURN RIGHT AND GO NORTH FOR 1.4 MILES TO FRAME FARM HOUSE ON THE
 HA1381'LEFT. TURN LEFT INTO BARN YD AND END OF TRUCK TRAVEL. FROM THIS POINT
 HA1381'STATION IS ABOUT 0.4 MILE NORTH ON TOP OF HILL AS DESCRIBED. PACK
 HA1381'WILL REQUIRE ABOUT 20 MINUTES.
 HA1381'
 HA1381'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HA1381
 HA1381                          STATION RECOVERY (1970)
 HA1381
 HA1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HA1381'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HA1381'AS PREVIOUSLY DESCRIBED IN 1933.  THE AZIMUTH MARK WAS SEARCHED FOR
 HA1381'BUT WAS NOT RECOVERED.  IT IS BELIEVED TO HAVE BEEN DESTROYED.  A
 HA1381'DIFFERENCE OF 0.015 METER WAS NOTED IN THE DISTANCE TO REFERENCE
 HA1381'MARK 1 AND A DIFFERENCE OF 0.0009 METER TO REFERENCE MARK 2.
 HA1381'THESE MEASUREMENTS WERE VERIFIED IN THE FIELD.  THE DIRECTION TO
 HA1381'BOTH REFERENCE MARKS COMPARE FAVORABLY TO THE 1952 DATA.  NO
 HA1381'MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO
 HA1381'OBSTRUCTIONS.  THERE WAS NO SUITABLE PLACE TO SET A NEW
 HA1381'AZIMUTH MARK.
 HA1381'
 HA1381'THE FOLLOWING IS A COMPLETE AND NEW DESCRIPTION.
 HA1381'
 HA1381'THE STATION IS LOCATED IN A CLEARING NEAR THE EAST END OF A
 HA1381'PROMINENT RIDGE.  IT IS ABOUT 5 MILES SOUTHEAST OF BROWNSVILLE,
 HA1381'5 MILES SOUTHWEST OF MAMMOTH CAVE, 8 MILES NORTH OF SMITHS GROVE
 HA1381'AND ON PROPERTY OWNED BY MR. HARRY C. WOOD ROUTE 42260
 HA1381'BROWNSVILLE, KENTUCKY 42210.
 HA1381'
 HA1381'TO REACH THE STATION FROM THE POST OFFICE IN SMITHS GROVE
 HA1381'GO EAST ON A PAVED STREET FOR 0.05 MILE TO STATE HIGHWAY 101
 HA1381'AND MAIN STREET.  TURN LEFT AND GO NORTH ON MAIN STREET
 HA1381'FOR 0.35 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH AND
 HA1381'EAST ON THE MAIN PAVED ROAD FOR 1.7 MILES TO A FORK.  TAKE
 HA1381'THE LEFT FORK AND GO NORTH AND EAST FOR 2.05 MILES TO A
 HA1381'CROSSROAD (JUNCTION OF U.S. HIGHWAY 31W AND STATE HIGHWAY
 HA1381'422).  GO NORTHERLY ON STATE HIGHWAY 422 FOR 3.0 MILES TO THE
 HA1381'JUNCTION WITH STATE HIGHWAY 259.  TURN LEFT AND GO NORTHWEST
 HA1381'ON HIGHWAY 259 FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 HA1381'AND GO NORTHERLY ON PAVED ROAD FOR 1.15 MILE TO THE HOME OF
 HA1381'MR. HARRY WOOD ON THE RIGHT.  CONTINUE NORTHERLY FOR 0.2 MILE TO
 HA1381'FARM BUILDINGS AND A GATE ON THE LEFT.  TURN LEFT PASSING
 HA1381'THROUGH GATE AND GO WEST BETWEEN A GARAGE AND BARN ON A
 HA1381'TRACK ROAD FOR 0.1 MILE TO A GATE AT THE EAST EDGE
 HA1381'OF A CULTIVATED FIELD.  PASS THROUGH GATE AND CONTINUE WEST
 HA1381'ON TRACK ROAD FOR 0.05 MILE TO A GATE AT THE WEST EDGE OF
 HA1381'THE CULTIVATED FIELD.  PASS THROUGH THE GATE AND GO
 HA1381'NORTH, UPHILL, ON THE TRACK ROAD FOR 0.05 MILE TO AN OLD
 HA1381'FENCE LINE.  TURN LEFT AND GO WEST ON THE TRACK ROAD FOR
 HA1381'0.15 MILE, CROSSING AN EARTHEN DAM, TO A GATE IN A
 HA1381'NORTH-SOUTH FENCE LINE.  CONTINUE WEST ON A DIM WOODS ROAD
 HA1381'ALONG BOTTOM OF THE RIDGE FOR 0.2 MILE TO WHERE ROAD MAKES A
 HA1381'SHARP TURN NORTH AND ENTERS WOODS.  GO NORTH ON DIM ROAD FOR 0.05
 HA1381'MILE TO A GATE IN AN EAST-WEST FENCE.  PASS THROUGH GATE AND GO
 HA1381'NORTH ON DIM ROAD, UPHILL, THENCE EASTERLY ALONG THE TOP OF
 HA1381'THE RIDGE FOR 0.35 MILE TO THE WEST EDGE OF THE CLEARING.
 HA1381'CONTINUE EAST FOR 0.05 MILE TO THE STATION ON THE
 HA1381'HIGHEST POINT OF THE RIDGE.
 HA1381'
 HA1381'THE STATION MARK IS A STANDARD DISK STAMPED DAWES 1933, SET
 HA1381'IN THE TOP OF A CYLINDRICAL MASS OF CONCRETE WHICH IS 6 INCHES
 HA1381'BELOW THE GROUND SURFACE.  IT IS 4 FEET EAST OF A METAL WITNESS
 HA1381'POST WITH SIGN ATTACHED.
 HA1381'
 HA1381'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DAWES NO 1 1933,
 HA1381'SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT AND
 HA1381'PROJECTS 1-INCH.  IT IS 173 FEET NORTHEAST OF THE METAL
 HA1381'WITNESS POST, 10.5 FEET SOUTH-SOUTHWEST OF A 14-INCH DIAMETER
 HA1381'DECIDUOUS TREE WITH A TRIANGLE BLAZE AND ABOUT 10 FEET LOWER
 HA1381'THAN THE STATION.
 HA1381'
 HA1381'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DAWES NO 2 1933,
 HA1381'SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT AND
 HA1381'PROJECTS 1-INCH.  IT IS 113 FEET SOUTHEAST OF THE METAL
 HA1381'WITNESS POST, 11.2 FEET WEST OF A DECIDUOUS TREE WITH A TRIANGLE
 HA1381'BLAZE AND ABOUT THE SAME ELEVATION AS THE STATION.
 HA1381'
 HA1381'HEIGHT OF LIGHT ABOVE STATION MARK 73.85 FEET.
 HA1381'
 HA1381'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HA1381'5 MILES SOUTHEAST OF BROWNSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2423 ***********************************************************************
 HZ2423  DESIGNATION -  DAWSON
 HZ2423  PID         -  HZ2423
 HZ2423  STATE/COUNTY-  KY/CLARK
 HZ2423  USGS QUAD   -  CLINTONVILLE (1978)
 HZ2423
 HZ2423                         *CURRENT SURVEY CONTROL
 HZ2423  ___________________________________________________________________
 HZ2423* NAD 83(1993)-  38 03 58.00236(N)    084 17 08.44001(W)     ADJUSTED  
 HZ2423* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 HZ2423  ___________________________________________________________________
 HZ2423  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HZ2423  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HZ2423
 HZ2423  HORZ ORDER  -  SECOND
 HZ2423
 HZ2423.The horizontal coordinates were established by classical geodetic methods
 HZ2423.and adjusted by the National Geodetic Survey in December 1995..
 HZ2423
 HZ2423.The orthometric height was scaled from a topographic map.
 HZ2423
 HZ2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2423
 HZ2423.The geoid height was determined by GEOID03.
 HZ2423
 HZ2423;                    North         East     Units Scale Factor Converg.
 HZ2423;SPC KY1Z     - 1,193,316.506 1,628,482.689   MT  0.99991040   +0 53 56.5
 HZ2423;SPC KY1Z     - 3,915,072.57  5,342,780.29   sFT  0.99991040   +0 53 56.5
 HZ2423;SPC KY N     -    62,837.014   496,869.191   MT  0.99998644   -0 01 19.9
 HZ2423;SPC KY N     -   206,157.77  1,630,145.00   sFT  0.99998644   -0 01 19.9
 HZ2423;UTM  16      - 4,216,629.396   738,117.692   MT  1.00029838   +1 40 27.7
 HZ2423
 HZ2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2423!SPC KY1Z     -   0.99995580  x   0.99991040  =   0.99986620
 HZ2423!SPC KY N     -   0.99995580  x   0.99998644  =   0.99994224
 HZ2423!UTM  16      -   0.99995580  x   1.00029838  =   1.00025417
 HZ2423
 HZ2423:                Primary Azimuth Mark                     Grid Az
 HZ2423:SPC KY1Z     -  DAWSON AZ MK                             019 11 56.4
 HZ2423:SPC KY N     -  DAWSON AZ MK                             020 07 12.8
 HZ2423:UTM  16      -  DAWSON AZ MK                             018 25 25.2
 HZ2423
 HZ2423|---------------------------------------------------------------------|
 HZ2423| PID    Reference Object                     Distance      Geod. Az  |
 HZ2423|                                                           dddmmss.s |
 HZ2423| DB9174 DAWSON AZ MK                                       0200552.9 |
 HZ2423| DB9175 DAWSON RM 1                         246.123 METERS 08118     |
 HZ2423| HZ2427 LEXINGTON                           APPROX.15.3 KM 2601606.2 |
 HZ2423| DB9176 DAWSON RM 2                         182.082 METERS 28219     |
 HZ2423|---------------------------------------------------------------------|
 HZ2423
 HZ2423                          SUPERSEDED SURVEY CONTROL
 HZ2423
 HZ2423  NAD 83(1986)-  38 03 58.00920(N)    084 17 08.44692(W) AD(       ) 2
 HZ2423  NAD 27      -  38 03 57.72900(N)    084 17 08.69300(W) AD(       ) 2
 HZ2423
 HZ2423.Superseded values are not recommended for survey control.
 HZ2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2423.See file dsdata.txt to determine how the superseded data were derived.
 HZ2423
 HZ2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3811816629(NAD 83)
 HZ2423_MARKER: DS = TRIANGULATION STATION DISK
 HZ2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2423_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2423
 HZ2423  HISTORY     - Date     Condition        Report By
 HZ2423  HISTORY     - 1935     MONUMENTED       CGS
 HZ2423
 HZ2423                          STATION DESCRIPTION
 HZ2423
 HZ2423'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2423'STATION IS LOCATED NEAR THE CORNER OF BOURBON, CLARK AND FAYETTE
 HZ2423'COUNTIES IN A FIELD OWNED BY MR. G.W. DAWSON.  IT IS ABOUT 11-1/2
 HZ2423'MILES NNE OF LEXINGTON, 10 MILES SW OF PARIS AND 1-3/4 MILES SW OF
 HZ2423'THE CROSSING OF THE CLINTONVILLE AND AUSTERLITZ PIKES.  THE MARK IS
 HZ2423'12 INCHES BELOW THE GROUND SURFACE, 46.7 FEET S OF DIM ROAD THROUGH
 HZ2423'FIELD, 38.8 FEET W OF 26 INCH ELM TREE WITH TRIANGULAR BLAZE ON THE W
 HZ2423'SIDE.  51.5 FEET NW OF 23 INCH ELM TREE WITH TRIANGULAR BLAZE ON THE
 HZ2423'W SIDE.  104 FEET SE OF 25 INCH ELM TREE ON THE N SIDE OF FARM LANE.
 HZ2423'
 HZ2423'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HZ2423'BRONZE DISK SET IN CONCRETE.
 HZ2423'
 HZ2423'REFERENCE MARK NO.1 IS S OF STATION, PROJECTING ABOUT 3 INCHES ABOVE
 HZ2423'THE GROUND, 1 FOOT NW OF WIRE FENCE LINE, 45 FEET S OF TWO 30 INCH
 HZ2423'ELM TREES, 15 FEET S OF CENTER OF OLD WAGON ROAD.
 HZ2423'
 HZ2423'REFERENCE MARK NO.2 IS NE OF STATION, PROJECTING ABOUT 4 INCHES ABOVE
 HZ2423'THE GROUND.  IT IS 2 FEET W OF WIRE FENCE LINE, 25 YARDS N OF A
 HZ2423'GROUP OF THREE 30 INCH ELM TREES.
 HZ2423'
 HZ2423'AZIMUTH MARK IS NE OF THE STATION, PROJECTING ABOUT 8 INCHES ABOVE
 HZ2423'THE GROUND.  IT IS 2 FEET S OF WIRE FENCE LINE, 20 FEET W OF W CORNER
 HZ2423'OF OLD STABLE, 8 FEET E OF WAGON ROAD LEADING THROUGH PASTURE.
 HZ2423'
 HZ2423'TO REACH FROM THE BOURBON THEATRE IN PARIS--GO S ON U.S. HIGHWAY 27,
 HZ2423'OR MAIN STREET 1.15 MILES AND TURN LEFT (E) ON CLINTONVILLE PIKE
 HZ2423'OPPOSITE SMALL STORE OF J.W. MALLORY, FOLLOW THIS PIKE 9.5 MILES (OR
 HZ2423'1.4 MILES PAST CROSSROADS AT CLINTONVILLE) TO A GATE ON THE RIGHT
 HZ2423'SIDE OF THE PIKE (THIS GATE IS ABOUT 250 FEET BEYOND GREY HOUSE ON
 HZ2423'THE LEFT AT THE TOP OF GRADE.  HOUSE BELONGS TO ESPIE JONES).  TURN
 HZ2423'RIGHT THROUGH THIS GATE AND FOLLOW FARM LANE FOR 1.1 MILES TO
 HZ2423'TRIANGULAR BLAZED ELM TREES ON LEFT AND STATION.
 HZ2423'
 HZ2423'A 64 FOOT TOWER WILL CLEAR ALL LINES.
 HZ2423'
 HZ2423'NO NATURAL OBJECTS ARE VISIBLE FROM THE GROUND.
 HZ2423'
 HZ2423'NOTE--REFERENCE MARKS BY PROPERTY OWNERS REQUEST WERE SET NEAR FENCE
 HZ2423'LINES HENCE THE UNUSUAL DISTANCE TO EACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1447 ***********************************************************************
 HB1447  DESIGNATION -  DE KOVEN
 HB1447  PID         -  HB1447
 HB1447  STATE/COUNTY-  KY/UNION
 HB1447  USGS QUAD   -  DEKOVEN (1996)
 HB1447
 HB1447                         *CURRENT SURVEY CONTROL
 HB1447  ___________________________________________________________________
 HB1447* NAD 83(1993)-  37 34 47.53965(N)    088 04 52.65363(W)     ADJUSTED  
 HB1447* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 HB1447  ___________________________________________________________________
 HB1447  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 HB1447  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 HB1447
 HB1447  HORZ ORDER  -  SECOND
 HB1447
 HB1447.The horizontal coordinates were established by classical geodetic methods
 HB1447.and adjusted by the National Geodetic Survey in December 1995..
 HB1447
 HB1447.The orthometric height was scaled from a topographic map.
 HB1447
 HB1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1447
 HB1447.The geoid height was determined by GEOID03.
 HB1447
 HB1447;                    North         East     Units Scale Factor Converg.
 HB1447;SPC KY1Z     - 1,140,915.952 1,294,112.437   MT  0.99991826   -1 25 52.8
 HB1447;SPC KY1Z     - 3,743,155.09  4,245,767.22   sFT  0.99991826   -1 25 52.8
 HB1447;SPC KY S     -   640,875.561   294,104.441   MT  0.99995457   -1 24 49.8
 HB1447;SPC KY S     - 2,102,605.90    964,907.65   sFT  0.99995457   -1 24 49.8
 HB1447;UTM  16      - 4,159,752.098   404,524.890   MT  0.99971228   -0 39 34.2
 HB1447
 HB1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1447!SPC KY1Z     -   0.99997816  x   0.99991826  =   0.99989643
 HB1447!SPC KY S     -   0.99997816  x   0.99995457  =   0.99993274
 HB1447!UTM  16      -   0.99997816  x   0.99971228  =   0.99969045
 HB1447
 HB1447:                Primary Azimuth Mark                     Grid Az
 HB1447:SPC KY1Z     -  STURGIS MUNICIPAL TANK                   116 08 30.0
 HB1447:SPC KY S     -  STURGIS MUNICIPAL TANK                   116 07 27.0
 HB1447:UTM  16      -  STURGIS MUNICIPAL TANK                   115 22 11.4
 HB1447
 HB1447|---------------------------------------------------------------------|
 HB1447| PID    Reference Object                     Distance      Geod. Az  |
 HB1447|                                                           dddmmss.s |
 HB1447| HA1713 STURGIS MUNICIPAL TANK              APPROX. 9.4 KM 1144237.2 |
 HB1447| CI4222 DE KOVEN RM 1                        23.104 METERS 14647     |
 HB1447| CI4221 DE KOVEN AZ MK                                     2011344.4 |
 HB1447| CI4223 DE KOVEN RM 2                        27.364 METERS 24040     |
 HB1447| HB1449 PETERS CREEK LOOKOUT TOWER          APPROX.15.6 KM 2415555.2 |
 HB1447|---------------------------------------------------------------------|
 HB1447
 HB1447                          SUPERSEDED SURVEY CONTROL
 HB1447
 HB1447  NAD 83(1986)-  37 34 47.54651(N)    088 04 52.65640(W) AD(       ) 2
 HB1447  NAD 27      -  37 34 47.37130(N)    088 04 52.54730(W) AD(       ) 2
 HB1447
 HB1447.Superseded values are not recommended for survey control.
 HB1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1447.See file dsdata.txt to determine how the superseded data were derived.
 HB1447
 HB1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG0452559752(NAD 83)
 HB1447_MARKER: DS = TRIANGULATION STATION DISK
 HB1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1447_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1447
 HB1447  HISTORY     - Date     Condition        Report By
 HB1447  HISTORY     - 1962     MONUMENTED       CGS
 HB1447
 HB1447                          STATION DESCRIPTION
 HB1447
 HB1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1447'THE STATION IS ABOUT 5-1/4 MILES WEST AND 2-1/2 MILES NORTH OF
 HB1447'STURGIS, ABOUT 2-1/2 MILES EAST OF THE OHIO RIVER AND ON THE
 HB1447'PROPERTY OF THE DE KOVEN MINING COMPANY. IT IS 38 FEET NORTH OF THE
 HB1447'CENTERLINE OF A FIELD ENTRANCE, 36 FEET SOUTH OF A 24 INCH
 HB1447'ELM TREE AND A WIRE FENCE, 33 FEET EAST OF THE CENTERLINE OF A
 HB1447'GRAVELED ROAD, 12 FEET SOUTHEAST OF A 6 INCH TREE WITH A
 HB1447'TRIANGULAR BLAZE ON THE SOUTH SIDE AND 4 FEET NORTH OF A WITNESS
 HB1447'POST. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 HB1447'STAMPED DE KOVEN 1962 .
 HB1447'
 HB1447'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 641 AND STATE
 HB1447'HIGHWAY 109, ABOUT 0.1 MILE NORTH OF THE POST OFFICE, IN
 HB1447'STURGIS, GO WEST ON HIGHWAY 109 FOR 1.7 MILES TO A Y-FORK. TAKE THE
 HB1447'RIGHT FORK AND GO NORTHWEST ON HIGHWAY 109 FOR 1.65 MILES
 HB1447'TO A SIDE ROAD LEFT. TURN LEFT AND GO WESTERLY ON STATE HIGHWAY 667
 HB1447'FOR 2.4 MILES TO A Y-FORK. TAKE THE RIGHT FORK AND GO NORTH ON
 HB1447'HIGHWAY 667 FOR 0.1 MILE TO A CROSSROAD. TURN LEFT AND GO WEST AND
 HB1447'NORTHWEST ON HIGHWAY 667 FOR 0.6 MILE TO A CROSSROAD JUST
 HB1447'BEFORE REACHING AN OVERHEAD CONVEYOR BELT.* TURN RIGHT AND GO
 HB1447'NORTH ON A GRAVELED ROAD FOR 0.35 MILE TO THE TOP OF A HILL AND THE
 HB1447'STATION ON THE RIGHT.
 HB1447'
 HB1447'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON A GRAVELED
 HB1447'ROAD FOR 0.3 MILE TO THE TOP OF A HILL AND A DIM TRACK ROAD
 HB1447'RIGHT. TURN RIGHT AND GO WESTERLY ON THE DIM TRACK ROAD FOR ABOUT
 HB1447'0.05 MILE TO THE END OF THE ROAD, A CYCLONE FENCE AROUND THREE
 HB1447'POWER POLES WITH TRANSFORMERS AND THE AZIMUTH MARK AT THE NORTHWEST
 HB1447'CORNER OF THE FENCE.
 HB1447'
 HB1447'REFERENCE MARK 1 IS 79 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 HB1447'ROAD AND 1 FOOT SOUTHWEST OF A SOUTH GATE POST.  THE MONUMENT
 HB1447'PROJECTS 4 INCHES AND THE DISK IS STAMPED DE KOVEN NO 1 1962.
 HB1447'
 HB1447'REFERENCE MARK 2 IS 85 FEET SOUTHWEST OF THE 6 INCH TREE WITH THE
 HB1447'TRIANGULAR BLAZE AND 41 FEET WEST OF THE CENTERLINE OF
 HB1447'THE GRAVELED ROAD. THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 HB1447'STAMPED DE KOVEN NO 2 1962 .
 HB1447'
 HB1447'THE AZIMUTH MARK IS 11 FEET SOUTHEAST OF A POWER POLE, 4 FEET NORTH
 HB1447'OF THE NORTHWEST CORNER OF THE CYCLONE FENCE AND 1 FOOT EAST
 HB1447'OF A WITNESS POST. THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 HB1447'STAMPED DE KOVEN 1962 .
 HB1447'
 HB1447'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2070 ***********************************************************************
 HZ2070  DESIGNATION -  DEFOE
 HZ2070  PID         -  HZ2070
 HZ2070  STATE/COUNTY-  KY/HENRY
 HZ2070  USGS QUAD   -  NORTH PLEASUREVILLE (1984)
 HZ2070
 HZ2070                         *CURRENT SURVEY CONTROL
 HZ2070  ___________________________________________________________________
 HZ2070* NAD 83(1993)-  38 21 03.53339(N)    085 01 33.36722(W)     ADJUSTED  
 HZ2070* NAVD 88     -       261.14   (+/-2cm)     856.8    (feet)  VERTCON   
 HZ2070  ___________________________________________________________________
 HZ2070  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 HZ2070  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HZ2070
 HZ2070  HORZ ORDER  -  THIRD
 HZ2070  VERT ORDER  -  THIRD ? (See Below)
 HZ2070
 HZ2070.The horizontal coordinates were established by classical geodetic methods
 HZ2070.and adjusted by the National Geodetic Survey in December 1995..
 HZ2070
 HZ2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2070.The vertical order pertains to the NGVD 29 superseded value.
 HZ2070
 HZ2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2070
 HZ2070.The geoid height was determined by GEOID03.
 HZ2070
 HZ2070;                    North         East     Units Scale Factor Converg.
 HZ2070;SPC KY1Z     - 1,224,172.203 1,563,287.598   MT  0.99993917   +0 26 40.4
 HZ2070;SPC KY1Z     - 4,016,304.97  5,128,886.06   sFT  0.99993917   +0 26 40.4
 HZ2070;SPC KY N     -    94,741.910   432,177.023   MT  0.99996413   -0 28 57.7
 HZ2070;SPC KY N     -   310,832.42  1,417,900.78   sFT  0.99996413   -0 28 57.7
 HZ2070;UTM  16      - 4,246,602.524   672,496.238   MT  0.99996645   +1 13 30.6
 HZ2070
 HZ2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2070!SPC KY1Z     -   0.99996430  x   0.99993917  =   0.99990347
 HZ2070!SPC KY N     -   0.99996430  x   0.99996413  =   0.99992843
 HZ2070!UTM  16      -   0.99996430  x   0.99996645  =   0.99993075
 HZ2070
 HZ2070:                Primary Azimuth Mark                     Grid Az
 HZ2070:SPC KY1Z     -  DEFOE AZ MK                              033 14 11.5
 HZ2070:SPC KY N     -  DEFOE AZ MK                              034 09 49.6
 HZ2070:UTM  16      -  DEFOE AZ MK                              032 27 21.3
 HZ2070
 HZ2070|---------------------------------------------------------------------|
 HZ2070| PID    Reference Object                     Distance      Geod. Az  |
 HZ2070|                                                           dddmmss.s |
 HZ2070| CG8483 DEFOE AZ MK                                        0334051.9 |
 HZ2070| CG8484 DEFOE RM 1                           16.112 METERS 03922     |
 HZ2070| CG8485 DEFOE RM 2                           14.792 METERS 29053     |
 HZ2070|---------------------------------------------------------------------|
 HZ2070
 HZ2070                          SUPERSEDED SURVEY CONTROL
 HZ2070
 HZ2070  NAD 83(1986)-  38 21 03.53725(N)    085 01 33.37480(W) AD(       ) 3
 HZ2070  NAD 27      -  38 21 03.29000(N)    085 01 33.54900(W) AD(       ) 3
 HZ2070  NGVD 29 (07/19/86)  261.31   (m)          857.3    (f) LEVELING    3  
 HZ2070
 HZ2070.Superseded values are not recommended for survey control.
 HZ2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2070.See file dsdata.txt to determine how the superseded data were derived.
 HZ2070
 HZ2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH7249646603(NAD 83)
 HZ2070_MARKER: DS = TRIANGULATION STATION DISK
 HZ2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2070
 HZ2070  HISTORY     - Date     Condition        Report By
 HZ2070  HISTORY     - 1949     MONUMENTED       CGS
 HZ2070
 HZ2070                          STATION DESCRIPTION
 HZ2070
 HZ2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2070'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF DEFOE. IT IS 125
 HZ2070'FEET EAST OF THE INTERSECTION OF A T ROAD AND STATE HIGHWAY
 HZ2070'37, 100 FEET SOUTH OF THE SOUTHEAST CORNER OF A LARGE BARN, 39 FEET
 HZ2070'NORTHEAST OF THE CENTER OF HIGHWAY 37, 6 FEET NORTH OF A FENCE
 HZ2070'CORNER AND 5 FEET NORTHWEST OF A WHITE WITNESS POST. THE MARK IS
 HZ2070'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 HZ2070'DEFOE 1949.
 HZ2070'
 HZ2070'REFERENCE MARK NO. 1 IS 1 FOOT NORTHWEST OF A FENCE LINE. THE MARK
 HZ2070'PROJECTS ABOUT 1 FOOT AND THE DISK IS STAMPED DEFOE NO. 1 1949.
 HZ2070'
 HZ2070'REFERENCE MARK NO. 2 IS 42 FEET NORTHEAST OF THE CENTER OF THE
 HZ2070'HIGHWAY AND 3 FEET NORTHEAST OF A FENCE LINE. THE MARK
 HZ2070'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED DEFOE NO 2 1949.
 HZ2070'
 HZ2070'AZIMUTH MARK IS 50 FEET NORTH OF THE INTERSECTION OF T ROADS, 15 FEET
 HZ2070'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME GARAGE, 2 FEET
 HZ2070'NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.
 HZ2070'THE MARK PROJECTS ABOUT 1 FOOT AND THE DISK IS STAMPED DEFOE 1949.
 HZ2070'
 HZ2070'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 22 IN
 HZ2070'NORTH PLEASUREVILLE, GO SOUTH AND EAST ON HIGHWAY 37 FOR 4.1
 HZ2070'MILES TO THE TOWN OF DEFOE, CONTINUE NORTH AND EAST ON HIGHWAY 37 FOR
 HZ2070'1.8 MILES TO A T-ROAD LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 HZ2070'
 HZ2070'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON GRAVEL
 HZ2070'FARM ROAD FOR 0.3 MILE TO A T INTERSECTION AND MARK AS DESCRIBED.
 HZ2070'
 HZ2070'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1544 ***********************************************************************
 HA1544  DESIGNATION -  DELAWARE
 HA1544  PID         -  HA1544
 HA1544  STATE/COUNTY-  KY/MCLEAN
 HA1544  USGS QUAD   -  DELAWARE (1953)
 HA1544
 HA1544                         *CURRENT SURVEY CONTROL
 HA1544  ___________________________________________________________________
 HA1544* NAD 83(1993)-  37 39 36.38691(N)    087 24 41.35615(W)     ADJUSTED  
 HA1544* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 HA1544  ___________________________________________________________________
 HA1544  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 HA1544  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HA1544
 HA1544  HORZ ORDER  -  SECOND
 HA1544
 HA1544.The horizontal coordinates were established by classical geodetic methods
 HA1544.and adjusted by the National Geodetic Survey in December 1995..
 HA1544
 HA1544.The orthometric height was scaled from a topographic map.
 HA1544
 HA1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1544
 HA1544.The geoid height was determined by GEOID03.
 HA1544
 HA1544;                    North         East     Units Scale Factor Converg.
 HA1544;SPC KY1Z     - 1,148,553.566 1,353,417.111   MT  0.99991203   -1 01 12.3
 HA1544;SPC KY1Z     - 3,768,212.82  4,440,335.97   sFT  0.99991203   -1 01 12.3
 HA1544;SPC KY S     -   648,528.999   353,409.665   MT  0.99996154   -1 00 27.5
 HA1544;SPC KY S     - 2,127,715.56  1,159,478.21   sFT  0.99996154   -1 00 27.5
 HA1544;UTM  16      - 4,168,183.957   463,706.283   MT  0.99961622   -0 15 05.1
 HA1544
 HA1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1544!SPC KY1Z     -   0.99997765  x   0.99991203  =   0.99988969
 HA1544!SPC KY S     -   0.99997765  x   0.99996154  =   0.99993919
 HA1544!UTM  16      -   0.99997765  x   0.99961622  =   0.99959388
 HA1544
 HA1544|---------------------------------------------------------------------|
 HA1544| PID    Reference Object                     Distance      Geod. Az  |
 HA1544|                                                           dddmmss.s |
 HA1544| CG8492 DELAWARE RM 2                        24.673 METERS 02715     |
 HA1544| CG8490 DELAWARE AZ MK                                     2405024.9 |
 HA1544| CG8491 DELAWARE RM 1                        26.673 METERS 28818     |
 HA1544|---------------------------------------------------------------------|
 HA1544
 HA1544                          SUPERSEDED SURVEY CONTROL
 HA1544
 HA1544  NAD 83(1986)-  37 39 36.39633(N)    087 24 41.35921(W) AD(       ) 2
 HA1544  NAD 27      -  37 39 36.23000(N)    087 24 41.34900(W) AD(       ) 2
 HA1544
 HA1544.Superseded values are not recommended for survey control.
 HA1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1544.See file dsdata.txt to determine how the superseded data were derived.
 HA1544
 HA1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG6370668184(NAD 83)
 HA1544_MARKER: DS = TRIANGULATION STATION DISK
 HA1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA1544+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 HA1544
 HA1544  HISTORY     - Date     Condition        Report By
 HA1544  HISTORY     - 1952     MONUMENTED       CGS
 HA1544  HISTORY     - 20050405 GOOD             INDIV
 HA1544
 HA1544                          STATION DESCRIPTION
 HA1544
 HA1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1544'STATION IS LOCATED ABOUT 4 MILES NORTH OF BEECH GROVE AND 1 MILE
 HA1544'SOUTH OF DELAWARE, ON PROPERTY OWNED BY MR. HARVEY AUSTILL.  IT
 HA1544'IS 47 FEET NORTHEAST OF A LONE 12 INCH MAPLE TREE, 35 FEET WEST OF
 HA1544'THE CENTER OF A DIRT ROAD AND 5 FEET WEST OF A WHITE WITNESS
 HA1544'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 HA1544'---DELAWARE 1952---.
 HA1544'
 HA1544'REFERENCE MARK NO. 1 IS 43 FEET NORTHWEST OF THE LONE MAPLE TREE AND
 HA1544'11 FEET NORTH OF A 6 INCH APPLE TREE.  THE MARK PROJECTS ABOUT 8
 HA1544'INCHES AND THE DISK IS STAMPED---DELAWARE NO. 1 1952---.
 HA1544'
 HA1544'REFERENCE MARK NO. 2 IS 20 FEET WEST OF THE CENTER OF THE DIRT ROAD,
 HA1544'12 FEET NORTHWEST OF A 10 INCH WALNUT TREE AND 9 FEET SOUTHWEST
 HA1544'OF A 10 INCH WALNUT TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 HA1544'DISK IS STAMPED---DELAWARE NO. 2 1952---.
 HA1544'
 HA1544'AZIMUTH MARK IS ABOUT 125 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 HA1544'593, 10 FEET WEST OF THE CENTER OF A DIRT ROAD AND 2 FEET EAST OF A
 HA1544'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS
 HA1544'STAMPED---DELAWARE 1952---.
 HA1544'
 HA1544'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 147 AND 136
 HA1544'IN BEECH GROVE, GO WEST ON HIGHWAY 136 FOR 2.75 MILES TO JUNCTION
 HA1544'WITH STATE HIGHWAY 56, TURN RIGHT AND GO NORTH ON HIGHWAY 136 FOR
 HA1544'0.85 MILE TO JUNCTION WITH STATE HIGHWAY 593, TURN RIGHT AND GO
 HA1544'EAST AND NORTH FOR 2.4 MILES TO A DIRT T ROAD LEFT, CONTINUE EAST
 HA1544'ON HIGHWAY FOR 0.15 MILE TO A T ROAD LEFT, TURN LEFT AND GO
 HA1544'NORTH ON DIRT ROAD FOR 0.2 MILE TO TOP OF A HILL AND THE STAION ON
 HA1544'THE LEFT, IN A CLEARING WHERE A HOUSE HAD ONCE BEEN.
 HA1544'
 HA1544'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HA1544
 HA1544                          STATION RECOVERY (2005)
 HA1544
 HA1544'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TAT)
 HA1544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2524 ***********************************************************************
 HZ2524  DESIGNATION -  DELIA
 HZ2524  PID         -  HZ2524
 HZ2524  STATE/COUNTY-  KY/GRANT
 HZ2524  USGS QUAD   -  ELLISTON (1950)
 HZ2524
 HZ2524                         *CURRENT SURVEY CONTROL
 HZ2524  ___________________________________________________________________
 HZ2524* NAD 83(1993)-  38 39 00.74376(N)    084 40 43.60334(W)     ADJUSTED  
 HZ2524* NAVD 88     -       273.2    (meters)     896.     (feet)  VERTCON   
 HZ2524  ___________________________________________________________________
 HZ2524  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 HZ2524  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ2524
 HZ2524  HORZ ORDER  -  THIRD
 HZ2524
 HZ2524.The horizontal coordinates were established by classical geodetic methods
 HZ2524.and adjusted by the National Geodetic Survey in April 1998..
 HZ2524
 HZ2524.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2524
 HZ2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2524
 HZ2524.The geoid height was determined by GEOID03.
 HZ2524
 HZ2524;                    North         East     Units Scale Factor Converg.
 HZ2524;SPC KY1Z     - 1,257,676.504 1,593,248.798   MT  0.99999607   +0 39 27.7
 HZ2524;SPC KY1Z     - 4,126,227.00  5,227,183.76   sFT  0.99999607   +0 39 27.7
 HZ2524;SPC KY N     -   127,757.659   462,675.614   MT  0.99996716   -0 16 00.2
 HZ2524;SPC KY N     -   419,151.59  1,517,961.58   sFT  0.99996716   -0 16 00.2
 HZ2524;UTM  16      - 4,280,517.138   701,996.793   MT  1.00010249   +1 27 00.9
 HZ2524
 HZ2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2524!SPC KY1Z     -   0.99996244  x   0.99999607  =   0.99995851
 HZ2524!SPC KY N     -   0.99996244  x   0.99996716  =   0.99992961
 HZ2524!UTM  16      -   0.99996244  x   1.00010249  =   1.00006493
 HZ2524
 HZ2524|---------------------------------------------------------------------|
 HZ2524| PID    Reference Object                     Distance      Geod. Az  |
 HZ2524|                                                           dddmmss.s |
 HZ2524| DB9180 DELIA RM 1                           20.160 METERS 01040     |
 HZ2524| HZ2523 HOLBROOK                            APPROX. 6.2 KM 2043359.3 |
 HZ2524| DB9181 DELIA RM 2                           19.778 METERS 28319     |
 HZ2524|---------------------------------------------------------------------|
 HZ2524
 HZ2524                          SUPERSEDED SURVEY CONTROL
 HZ2524
 HZ2524  NAD 83(1993)-  38 39 00.74489(N)    084 40 43.60302(W) AD(       ) 3
 HZ2524  NAD 83(1986)-  38 39 00.74538(N)    084 40 43.61402(W) AD(       ) 3
 HZ2524  NAD 27      -  38 39 00.49229(N)    084 40 43.81519(W) AD(       ) 3
 HZ2524  NGVD 29 (07/19/86)  273.4    (m)          897.     (f) VERT ANG       
 HZ2524
 HZ2524.Superseded values are not recommended for survey control.
 HZ2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2524.See file dsdata.txt to determine how the superseded data were derived.
 HZ2524
 HZ2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0199780517(NAD 83)
 HZ2524_MARKER: DS = TRIANGULATION STATION DISK
 HZ2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2524_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 HZ2524
 HZ2524  HISTORY     - Date     Condition        Report By
 HZ2524  HISTORY     - 1949     MONUMENTED       CGS
 HZ2524  HISTORY     - 1964     GOOD             CGS
 HZ2524  HISTORY     - 1964     GOOD             CGS
 HZ2524  HISTORY     - 1980     SEE DESCRIPTION  NGS
 HZ2524
 HZ2524                          STATION DESCRIPTION
 HZ2524
 HZ2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2524'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF DRY RIDGE ON
 HZ2524'PROPERTY OWNED BY MR. WILLIAM BLAINE.  IT IS 154 FEET EAST OF THE
 HZ2524'CENTER OF STATE HIGHWAY 36, 49 FEET SOUTH OF A FENCE LINE AND 32 FEET
 HZ2524'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE.  THE MARK IS FLUSH
 HZ2524'WITH THE GROUND AND THE DISK IS STAMPED DELIA 1949.
 HZ2524'
 HZ2524'REFERENCE MARK NO.1 IS 48 FEET NORTHWEST OF A 24 INCH WALNUT TREE
 HZ2524'AND 2 FEET SOUTH OF A FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND
 HZ2524'AND THE DISK IS STAMPED DELIA NO 1 1949.
 HZ2524'
 HZ2524'REFERENCE MARK NO.2 IS 35 FEET NORTH OF A 24 INCH LOCUST TREE AND 2
 HZ2524'FEET SOUTH OF A FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND
 HZ2524'THE DISK IS STAMPED DELIA NO 2 1949.
 HZ2524'
 HZ2524'NO AZIMUTH MARK WAS SET AT THIS AT THIS STATION.
 HZ2524'
 HZ2524'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 AND 36
 HZ2524'WHICH IS ABOUT 5 MILES SOUTHWEST OF DRY RIDGE, GO SOUTH ON HIGHWAY 36
 HZ2524'FOR 0.3 MILE TO A FARM LANE LEFT, TURN LEFT AND GO EAST ON FARM LANE
 HZ2524'FOR ABOUT 150 FEET AND STATION ON RIGHT IN FARM HOUSE YARD AS
 HZ2524'DESCRIBED.
 HZ2524'
 HZ2524'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HZ2524
 HZ2524                          STATION RECOVERY (1964)
 HZ2524
 HZ2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EB)
 HZ2524'THE STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND AS DESCRIBED AND
 HZ2524'IN GOOD CONDITION.  THE OLD DESCRIPTION AND TO REACH IS ADEQUATE,
 HZ2524'EXCEPT THE HOUSE MENTIONED IN THE OLD DESCRIPTION HAS BEEN TORN
 HZ2524'DOWN.
 HZ2524'
 HZ2524'HEIGHT OF LIGHT ABOVE STATION MARK 1.73 METERS.
 HZ2524
 HZ2524                          STATION RECOVERY (1964)
 HZ2524
 HZ2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ2524'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 HZ2524'AND FOUND IN GOOD CONDITION.  THE STATION IS ADEQUATELY DESCRIBED
 HZ2524'WITH THE FOLLOWING ADDITIONAL DISTANCES AND DIRECTIONS FROM LOCAL
 HZ2524'OBJECTS-- THE STATION IS 46 FEET EAST NORTHEAST OF A 24 INCH LOCUST
 HZ2524'TREE AND 39 1/2 FEET SSE OF THE APPROXIMATE CENTERLINE OF A FARM
 HZ2524'LAND.
 HZ2524'
 HZ2524'A NEW TO REACH IS GIVEN BELOW--
 HZ2524'
 HZ2524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 WITH STATE
 HZ2524'HIGHWAY 467 AND 22 IN DRY RIDGE, GO WEST AND SW ON HIGHWAY 22 FOR
 HZ2524'5.85 MILES TO A JUNCTION WITH STATE HIGHWAY 36.  TURN LEFT AND GO
 HZ2524'SOUTHEAST ON HIGHWAY 36 FOR 0.3 MILE TO A FARM LANE LEADING LEFT, TO
 HZ2524'AN OLD ABANDONED FARM HOUSE.  TURN LEFT ON THE FARM LANE FOR ABOUT
 HZ2524'150 FEET TO THE STATION ON THE RIGHT.
 HZ2524'
 HZ2524'HEIGHT OF LIGHT ABOVE STATION MARK 1.73 METERS.
 HZ2524
 HZ2524                          STATION RECOVERY (1980)
 HZ2524
 HZ2524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 HZ2524'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE
 HZ2524'MARKS WERE FOUND TO BE IN ERROR AS WAS THE DIRECTION BETWEEN THEM.  A
 HZ2524'NEW DESCRIPTION FOLLOWS.
 HZ2524'
 HZ2524'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF DRY RIDGE, 158
 HZ2524'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 36, 39 FEET SOUTH OF THE
 HZ2524'CENTERLINE OF A FIELD ROAD, 49 FEET SOUTH OF A FENCE AND 71 FEET NORTH
 HZ2524'EAST OF A 16 INCH CEDAR TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 HZ2524'STAMPED---DELIA 1949---.
 HZ2524'
 HZ2524'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 36,
 HZ2524'GO SOUTH ON HIGHWAY 36 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 HZ2524'
 HZ2524'REFERENCE MARK 1 IS 9 FEET NORTH OF THE CENTERLINE OF THE FIELD ROAD,
 HZ2524'IN AN EAST-WEST FENCE LINE, 1 FOOT WEST OF A METAL WITNESS POST AND
 HZ2524'202 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT IS FLUSH
 HZ2524'AND THE DISK IS STAMPED---DELIA NO 1 1949---.
 HZ2524'
 HZ2524'REFERENCE MARK 2 IS 112 FEET EAST OF THE CENTERLINE OF THE ROAD, 9
 HZ2524'FEET NORTH OF THE CENTERLINE OF THE FIELD ROAD, 2 FEET SOUTHEAST OF A
 HZ2524'10 INCH LOCUST TREE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 HZ2524'MONUMENT IS FLUSH AND THE DISK IS STAMPED---DELIA NO 2 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2080 ***********************************************************************
 HZ2080  DESIGNATION -  DELLVILLE
 HZ2080  PID         -  HZ2080
 HZ2080  STATE/COUNTY-  KY/HENRY
 HZ2080  USGS QUAD   -  NEW CASTLE (1984)
 HZ2080
 HZ2080                         *CURRENT SURVEY CONTROL
 HZ2080  ___________________________________________________________________
 HZ2080* NAD 83(1993)-  38 27 48.49341(N)    085 08 03.94470(W)     ADJUSTED  
 HZ2080* NAVD 88     -       257.46   (+/-2cm)     844.7    (feet)  VERTCON   
 HZ2080  ___________________________________________________________________
 HZ2080  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 HZ2080  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ2080
 HZ2080  HORZ ORDER  -  THIRD
 HZ2080  VERT ORDER  -  THIRD ? (See Below)
 HZ2080
 HZ2080.The horizontal coordinates were established by classical geodetic methods
 HZ2080.and adjusted by the National Geodetic Survey in December 1995..
 HZ2080
 HZ2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2080.The vertical order pertains to the NGVD 29 superseded value.
 HZ2080
 HZ2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2080
 HZ2080.The geoid height was determined by GEOID03.
 HZ2080
 HZ2080;                    North         East     Units Scale Factor Converg.
 HZ2080;SPC KY1Z     - 1,236,589.956 1,553,722.382   MT  0.99995735   +0 22 40.6
 HZ2080;SPC KY1Z     - 4,057,045.55  5,097,504.18   sFT  0.99995735   +0 22 40.6
 HZ2080;SPC KY N     -   107,313.085   422,813.968   MT  0.99996208   -0 33 00.6
 HZ2080;SPC KY N     -   352,076.35  1,387,182.16   sFT  0.99996208   -0 33 00.6
 HZ2080;UTM  16      - 4,258,888.603   662,762.516   MT  0.99992625   +1 09 38.4
 HZ2080
 HZ2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2080!SPC KY1Z     -   0.99996487  x   0.99995735  =   0.99992223
 HZ2080!SPC KY N     -   0.99996487  x   0.99996208  =   0.99992696
 HZ2080!UTM  16      -   0.99996487  x   0.99992625  =   0.99989113
 HZ2080
 HZ2080|---------------------------------------------------------------------|
 HZ2080| PID    Reference Object                     Distance      Geod. Az  |
 HZ2080|                                                           dddmmss.s |
 HZ2080| CG8494 DELLVILLE RM 1                       33.534 METERS 04249     |
 HZ2080| CG8493 DELLVILLE AZ MK                                    0602442.1 |
 HZ2080| CG8495 DELLVILLE RM 2                       35.040 METERS 18433     |
 HZ2080| HZ2079 NEW CASTLE MUNICIPAL TANK           APPROX. 4.5 KM 2220140.0 |
 HZ2080| HZ2078 NEW CASTLE HENRY CO CTHSE DOME      APPROX. 4.5 KM 2224750.7 |
 HZ2080|---------------------------------------------------------------------|
 HZ2080
 HZ2080                          SUPERSEDED SURVEY CONTROL
 HZ2080
 HZ2080  NAD 83(1986)-  38 27 48.49705(N)    085 08 03.95223(W) AD(       ) 3
 HZ2080  NAD 27      -  38 27 48.26200(N)    085 08 04.12100(W) AD(       ) 3
 HZ2080  NGVD 29 (07/19/86)  257.64   (m)          845.3    (f) LEVELING    3  
 HZ2080
 HZ2080.Superseded values are not recommended for survey control.
 HZ2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2080.See file dsdata.txt to determine how the superseded data were derived.
 HZ2080
 HZ2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6276358889(NAD 83)
 HZ2080_MARKER: DS = TRIANGULATION STATION DISK
 HZ2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2080_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2080_STAMPING: DELLVILLE 1949
 HZ2080_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HZ2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2080+STABILITY: SURFACE MOTION
 HZ2080
 HZ2080  HISTORY     - Date     Condition        Report By
 HZ2080  HISTORY     - 1949     MONUMENTED       CGS
 HZ2080  HISTORY     - 19920101 GOOD             KYDT
 HZ2080
 HZ2080                          STATION DESCRIPTION
 HZ2080
 HZ2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2080'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF CAMPBELLSBURG AND 3
 HZ2080'MILES NORTHEAST OF NEW CASTLE ACROSS THE ROAD FROM THE MOUNT
 HZ2080'GILEAD METHODIST CHURCH. IT IS 38 FEET SOUTH OF CENTER OF PAVED ROAD
 HZ2080'AND 12 FEET SOUTH OF A FENCE LINE AND WHITE WITNESS POST. THE
 HZ2080'MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 HZ2080'IS STAMPED DELLVILLE 1949.
 HZ2080'
 HZ2080'REFERENCE MARK NO. 1 IS 35 FEET SOUTH OF CENTER OF PAVED ROAD AND 2
 HZ2080'FEET SOUTHEAST OF A FENCE LINE. THE MARK IS FLUSH WITH THE GROUND
 HZ2080'AND THE DISK IS STAMPED DELLVILLE NO 1 1949.
 HZ2080'
 HZ2080'REFERENCE MARK NO. 2 IS 17 FEET SOUTH OF A POWER POLE AND 12 FEET
 HZ2080'EAST OF CENTER OF A GRAVEL ROAD. THE MARK PROJECTS ABOUT 2 INCHES
 HZ2080'AND THE DISK IS STAMPED DELLVILLE NO 2 1949.
 HZ2080'
 HZ2080'AZIMUTH MARK IS 32 FEET NORTHWEST OF CENTER OF PAVED ROAD, 2 FEET
 HZ2080'SOUTHWEST OF A WHITE WITNESS POST AND 2 FEET SOUTH OF A CORNER
 HZ2080'FENCE POST. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 HZ2080'DELLVILLE 1949.
 HZ2080'
 HZ2080'TO REACH STATION FROM THE HENRY COUNTY COURTHOUSE IN NEW CASTLE, GO
 HZ2080'NORTH ON STATE HIGHWAY 37 FOR 0.5 MILE TO A PAVED T ROAD RIGHT,
 HZ2080'TURN RIGHT ON PAVED ROAD AND GO NORTH AND EAST FOR 2.6 MILES TO THE
 HZ2080'MOUNT GILEAD METHODIST CHURCH ON LEFT AND STATION ON RIGHT AS
 HZ2080'DESCRIBED.
 HZ2080'
 HZ2080'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON PAVED ROAD
 HZ2080'FOR 0.45 MILE TO THE AZIMUTH MARK ON LEFT OR NORTHWEST OF
 HZ2080'ROAD AS DESCRIBED.
 HZ2080'
 HZ2080'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HZ2080
 HZ2080                          STATION RECOVERY (1992)
 HZ2080
 HZ2080'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1992 (RA)
 HZ2080'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3274 ***********************************************************************
 GY3274  DESIGNATION -  DELPHIA
 GY3274  PID         -  GY3274
 GY3274  STATE/COUNTY-  KY/PERRY
 GY3274  USGS QUAD   -  TILFORD (1976)
 GY3274
 GY3274                         *CURRENT SURVEY CONTROL
 GY3274  ___________________________________________________________________
 GY3274* NAD 83(1993)-  37 00 32.83677(N)    083 04 45.28745(W)     ADJUSTED  
 GY3274* NAVD 88     -       774.     (meters)    2539.     (feet)  SCALED    
 GY3274  ___________________________________________________________________
 GY3274  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 GY3274  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GY3274
 GY3274  HORZ ORDER  -  THIRD
 GY3274
 GY3274.The horizontal coordinates were established by classical geodetic methods
 GY3274.and adjusted by the National Geodetic Survey in December 1995..
 GY3274
 GY3274.The orthometric height was scaled from a topographic map.
 GY3274
 GY3274.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3274
 GY3274.The geoid height was determined by GEOID03.
 GY3274
 GY3274;                    North         East     Units Scale Factor Converg.
 GY3274;SPC KY1Z     - 1,078,404.109 1,737,671.804   MT  1.00001859   +1 38 23.1
 GY3274;SPC KY1Z     - 3,538,064.15  5,701,011.58   sFT  1.00001859   +1 38 23.1
 GY3274;SPC KY S     -   578,353.972   737,659.000   MT  0.99996140   +1 37 11.0
 GY3274;SPC KY S     - 1,897,482.99  2,420,136.24   sFT  0.99996140   +1 37 11.0
 GY3274;UTM  17      - 4,097,905.253   315,007.639   MT  1.00002160   -1 15 07.0
 GY3274
 GY3274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3274!SPC KY1Z     -   0.99988342  x   1.00001859  =   0.99990201
 GY3274!SPC KY S     -   0.99988342  x   0.99996140  =   0.99984482
 GY3274!UTM  17      -   0.99988342  x   1.00002160  =   0.99990502
 GY3274
 GY3274|---------------------------------------------------------------------|
 GY3274| PID    Reference Object                     Distance      Geod. Az  |
 GY3274|                                                           dddmmss.s |
 GY3274| DB9182 DELPHIA RM 1                         22.845 METERS 14507     |
 GY3274| DB9183 DELPHIA RM 2                         23.765 METERS 27402     |
 GY3274| DB9184 DELPHIA RM 3                                       29234     |
 GY3274| GY3275 BRASHER                             APPROX.12.0 KM 3310325.3 |
 GY3274|---------------------------------------------------------------------|
 GY3274
 GY3274                          SUPERSEDED SURVEY CONTROL
 GY3274
 GY3274  NAD 83(1993)-  37 00 32.84469(N)    083 04 45.29113(W) AD(       ) 3
 GY3274  NAD 83(1986)-  37 00 32.84499(N)    083 04 45.29354(W) AD(       ) 3
 GY3274  NAD 27      -  37 00 32.51200(N)    083 04 45.68800(W) AD(       ) 3
 GY3274
 GY3274.Superseded values are not recommended for survey control.
 GY3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3274.See file dsdata.txt to determine how the superseded data were derived.
 GY3274
 GY3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1500897905(NAD 83)
 GY3274_MARKER: DS = TRIANGULATION STATION DISK
 GY3274_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3274_SP_SET: PREFABRICATED CONCRETE POST
 GY3274
 GY3274  HISTORY     - Date     Condition        Report By
 GY3274  HISTORY     - 1950     MONUMENTED       CGS
 GY3274  HISTORY     - 1975     GOOD             NGS
 GY3274
 GY3274                          STATION DESCRIPTION
 GY3274
 GY3274'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3274'STATION IS LOCATED ABOUT 17 MILES SOUTHEAST OF HAZARD AND 17 MILES
 GY3274'NORTHEAST OF HARLAN ON TOP OF A HIGH HILL AND ON THE PROPERTY OF
 GY3274'E.R.SHEPHERD.  IT IS 12 FEET SOUTHEAST OF A 12-INCH ELM TREE WITH A
 GY3274'TRIANGLE BLAZE ON THE SOUTHEAST SIDE AND 6 FEET EAST OF A WHITE
 GY3274'WITNESS POST.  THE MARK IS A 6-INCH IRON PIPE FILLED WITH CONCRETE
 GY3274'WHICH PROJECTS ABOUT 4 INCHES AND THE DISK IS CEMENTED IN TOP OF
 GY3274'PIPE AND IS STAMPED DELPHIA 1950.
 GY3274'
 GY3274'REFERENCE MARK NO.1 IS A 4-INCH IRON PIPE FILLED WITH CONCRETE WHICH
 GY3274'PROJECTS ABOUT 4 INCHES AND THE DISK IS CEMENTED IN TOP OF PIPE AND
 GY3274'IS STAMPED DELPHIA NO 1 1950.
 GY3274'
 GY3274'REFERENCE MARK NO.2 IS A 4-INCH IRON PIPE FILLED WITH CONCRETE WHICH
 GY3274'PROJECTS ABOUT 4 INCHES AND THE DISK IS CEMENTED IN TOP OF PIPE AND
 GY3274'IS STAMPED DELPHIA NO 2 1950.
 GY3274'
 GY3274'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3274'
 GY3274'TO REACH STATION FROM HAZARD, GO SOUTH ON STATE HIGHWAY 15 FOR ABOUT
 GY3274'7 MILES TO THE SMALL VILLAGE OF JEFF AND THE JUNCTION OF STATE
 GY3274'HIGHWAY 7, TURN RIGHT ON HIGHWAY 7 AND GO 11.8 MILES TO THE JUNCTION
 GY3274'OF STATE HIGHWAY 448, TURN RIGHT ON HIGHWAY 448 AND GO 7.65 MILES TO
 GY3274'A GRAVEL ROAD LEFT JUST BEYOND A BRIDGE AND JUST BEFORE GOING UNDER A
 GY3274'RAILROAD OVERPASS, TURN LEFT ON GRAVEL ROAD AND GO 3.9 MILES TO
 GY3274'A DIRT ROAD RIGHT JUST BEFORE REACHING A SMALL STORE ON LEFT,
 GY3274'TURN RIGHT ON DIRT ROAD AND GO 0.05 MILE TO A RAILROAD OVERPASS,
 GY3274'CONTINUE AHEAD ON DIRT ROAD FOR 2.0 MILES TO WHERE ROAD NEARS AN OLD
 GY3274'RAILROAD BED NEAR TOP OF HILL AND A TRIANGLE BLAZED MAPLE TREE ON
 GY3274'RIGHT, TURN RIGHT AT BLAZED TREE, UPHILL, AND GO 0.35 MILE TO A ROAD
 GY3274'FORK, AND END OF TRUCK TRAVEL.  FROM HERE FOLLOW LEFT ROAD FORK FOR
 GY3274'ABOUT 0.25 MILE TO A TRIANGLE BLAZED TREE ON RIGHT AND STATION
 GY3274'AS DESCRIBED.  (THIS IS ABOUT A 20 MINUTE PACK.)
 GY3274'
 GY3274'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GY3274
 GY3274                          STATION RECOVERY (1975)
 GY3274
 GY3274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GY3274'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GY3274'STATION WAS OCCUPIED AT THIS TIME TO ESTABLISH AN AZIMUTH MARK BY A
 GY3274'POLARIS OBSERVATION.  THE DIRECTION BETWEEN THE REFERENCE MARKS
 GY3274'CHECKED AS DID THE DISTANCE TO THEM.  A NEW DESCRIPTION FOLLOWS--
 GY3274'
 GY3274'THE STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF HARLAN, ON THE
 GY3274'TOP OF A HIGH HILL, 18 FEET NORTHEAST OF THE CENTERLINE OF A TRACK
 GY3274'ROAD, 59 FEET NORTH OF A 20 INCH OAK TREE AND 12 FEET NORTHEAST OF
 GY3274'A 10 INCH POPLAR TREE WITH A METAL WITNESS SIGN ATTACHED ON THE
 GY3274'SOUTHWEST SIDE.  THE MARK IS A 6 INCH CONCRETE FILLED IRON PIPE
 GY3274'PROJECTING 4 INCHES.  THE DISK IS STAMPED DELPHIA 1950.
 GY3274'
 GY3274'TO REACH THE STATION FROM THE MAIN INTERSECTION AT DELPHIA, GO SOUTH
 GY3274'ON PAVED ROAD FOR 1.75 MILES TO A ROAD FORK.  TAKE THE RIGHT FORK
 GY3274'AND CONTINUE SOUTHERLY FOR 0.4 MILE TO A TRIPLE FORK.  TAKE THE
 GY3274'RIGHT FORK AND FOLLOW TRACK ROAD FOR ABOUT 0.25 MILE TO TOP OF HILL
 GY3274'AND STATION.
 GY3274'
 GY3274'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ALONG RIDGE
 GY3274'FOR 0.15 MILE TO THE MARK.
 GY3274'
 GY3274'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DELPHIA NO 1 1950, SET IN
 GY3274'THE TOP OF A 4 INCH CONCRETE FILLED CAST IRON PIPE FLUSH WITH THE
 GY3274'GROUND, 6 FEET SOUTHWEST OF THE CENTERLINE OF TRACK ROAD AND 15
 GY3274'FEET SOUTHEAST OF A 20 INCH OAK TREE.
 GY3274'
 GY3274'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DELPHIA NO 2 1950, SET
 GY3274'IN THE TOP OF A 4 INCH CONCRETE FILLED CAST IRON PIPE FLUSH WITH THE
 GY3274'GROUND AND 6 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK ROAD.
 GY3274'
 GY3274'REFERENCE MARK 3 IS A STANDARD PRE CAST ALUMINUM POST WITH A SCREW
 GY3274'TYPE REFERENCE MARK DISK AT THE TOP.  THE POST PROJECTS 3 INCHES AND
 GY3274'THE DISK IS STAMPED DELPHIA 1950 AZ NO 3 1975, 1 FOOT SOUTHEAST OF
 GY3274'A METAL WITNESS POST AND ON THE CENTER OF THE NORTHWEST-SOUTHEAST
 GY3274'RIDGE.
 GY3274'
 GY3274'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES SOUTH
 GY3274'OF DELPHIA.
 GY3274'
 GY3274'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1644 ***********************************************************************
 HA1644  DESIGNATION -  DENHAM
 HA1644  PID         -  HA1644
 HA1644  STATE/COUNTY-  KY/CALDWELL
 HA1644  USGS QUAD   -  PRINCETON EAST (1967)
 HA1644
 HA1644                         *CURRENT SURVEY CONTROL
 HA1644  ___________________________________________________________________
 HA1644* NAD 83(1993)-  37 04 19.53256(N)    087 47 18.70384(W)     ADJUSTED  
 HA1644* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 HA1644  ___________________________________________________________________
 HA1644  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 HA1644  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 HA1644
 HA1644  HORZ ORDER  -  SECOND
 HA1644
 HA1644.The horizontal coordinates were established by classical geodetic methods
 HA1644.and adjusted by the National Geodetic Survey in December 1995..
 HA1644
 HA1644.The orthometric height was scaled from a topographic map.
 HA1644
 HA1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1644
 HA1644.The geoid height was determined by GEOID03.
 HA1644
 HA1644;                    North         East     Units Scale Factor Converg.
 HA1644;SPC KY1Z     - 1,083,971.328 1,318,732.519   MT  1.00000271   -1 15 05.7
 HA1644;SPC KY1Z     - 3,556,329.27  4,326,541.61   sFT  1.00000271   -1 15 05.7
 HA1644;SPC KY S     -   583,938.282   318,740.671   MT  0.99995580   -1 14 10.6
 HA1644;SPC KY S     - 1,915,804.18  1,045,735.02   sFT  0.99995580   -1 14 10.6
 HA1644;UTM  16      - 4,103,160.632   429,905.488   MT  0.99966052   -0 28 31.3
 HA1644
 HA1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1644!SPC KY1Z     -   0.99996804  x   1.00000271  =   0.99997075
 HA1644!SPC KY S     -   0.99996804  x   0.99995580  =   0.99992384
 HA1644!UTM  16      -   0.99996804  x   0.99966052  =   0.99962857
 HA1644
 HA1644                          SUPERSEDED SURVEY CONTROL
 HA1644
 HA1644  NAD 83(1986)-  37 04 19.54162(N)    087 47 18.70715(W) AD(       ) 2
 HA1644  NAD 27      -  37 04 19.36400(N)    087 47 18.66900(W) AD(       ) 2
 HA1644
 HA1644.Superseded values are not recommended for survey control.
 HA1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1644.See file dsdata.txt to determine how the superseded data were derived.
 HA1644
 HA1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2990503161(NAD 83)
 HA1644_MARKER: DS = TRIANGULATION STATION DISK
 HA1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1644_MARK LOGO: CGS   
 HA1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1644+STABILITY: SURFACE MOTION
 HA1644
 HA1644  HISTORY     - Date     Condition        Report By
 HA1644  HISTORY     - 1930     MONUMENTED       CGS
 HA1644  HISTORY     - 1935     POOR             CGS
 HA1644
 HA1644                          STATION DESCRIPTION
 HA1644
 HA1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HA1644'ABOUT 6 MILES SOUTHEAST OF PRINCETON-HOPKINSVILLE PIKE, ON A
 HA1644'PROMINENT, CONICAL,
 HA1644'WOODED HILL, KNOWN IN THE VICINITY AS HOUSE AND BARN KNOB, ON LAND
 HA1644'OWNED BY J. B. DENHAM.
 HA1644'
 HA1644'REACHED FROM PRINCETON BY HOPKINSVILLE PIKE 4-1/2 MILES TO RAILROAD
 HA1644'CROSSING AT SCOTTSBURG, THEN TAKE RIGHT HAND FORK 2.4 MILES TO THE
 HA1644'DENHAM HOUSE ON LEFT SIDE OF ROAD, AT BASE OF HILL.  FROM HOUSE
 HA1644'FOLLOW FARM-ROAD NORTH ACROSS PASTURE, AND ENTER WOODS ABOUT 1/4
 HA1644'MILE FROM HOUSE AND CONTINUE TO WHERE TRAIL LEADS OFF TO LEFT AT
 HA1644'GROUP OF SMALL CEDARS.  LEAVE TRUCK AND FOLLOW TRAIL UP HILL, ABOUT
 HA1644'100 YARDS, TO RIM ROCK AND TO STATION.
 HA1644'
 HA1644'STATION IS ON SOUTHEAST END OF HILL, AND ABOUT 50 YARDS SOUTHEAST OF
 HA1644'HIGHEST POINT. STATION NOT OCCUPIED, AND REFERENCE MARK NOT
 HA1644'MEASURED.
 HA1644'
 HA1644'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 HA1644'CONCRETE.
 HA1644'
 HA1644'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 HA1644
 HA1644                          STATION RECOVERY (1935)
 HA1644
 HA1644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 HA1644'SURFACE MARKER LOCATED.  TWO REFERENCE MARKERS DESTROYED.  SURFACE
 HA1644'MARKER SET IN ROCK INSTEAD OF CONCRETE.  THE ROCK IN WHICH SURFACE
 HA1644'MARKER IS SET HAS BEEN CHIPPED OFF AND DISK ALMOST TORN OUT.  STATION
 HA1644'IS LOCATED 57.6 FEET FROM BRASS BOLT IN
 HA1644'RECTANGULAR FLAT ROCK (4- BY 1.5-FEET) IN AZIMUTH
 HA1644'306 DEGREES 25 MIN, 28.8 FEET FROM 30-INCH OAK IN AZIMUTH 262 DEGREES
 HA1644'00 MIN, 16.8 FEET FROM 24-INCH OAK IN AZIMUTH 143 DEGREES, 30 MIN.
 HA1644'
 HA1644'REMAINDER OF THE DESCRIPTION IS CORRECT AS TO DIRECTIONS FOLLOWED TO
 HA1644'REACH STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2618 ***********************************************************************
 GB2618  DESIGNATION -  DENNEY
 GB2618  PID         -  GB2618
 GB2618  STATE/COUNTY-  KY/WAYNE
 GB2618  USGS QUAD   -  COOPERSVILLE (1983)
 GB2618
 GB2618                         *CURRENT SURVEY CONTROL
 GB2618  ___________________________________________________________________
 GB2618* NAD 83(1993)-  36 49 03.13923(N)    084 39 38.85001(W)     ADJUSTED  
 GB2618* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 GB2618  ___________________________________________________________________
 GB2618  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 GB2618  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB2618
 GB2618  HORZ ORDER  -  THIRD
 GB2618
 GB2618.The horizontal coordinates were established by classical geodetic methods
 GB2618.and adjusted by the National Geodetic Survey in December 1995..
 GB2618
 GB2618.The orthometric height was scaled from a topographic map.
 GB2618
 GB2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2618
 GB2618.The geoid height was determined by GEOID03.
 GB2618
 GB2618;                    North         East     Units Scale Factor Converg.
 GB2618;SPC KY1Z     - 1,054,308.064 1,597,188.428   MT  1.00007420   +0 40 07.4
 GB2618;SPC KY1Z     - 3,459,009.04  5,240,109.03   sFT  1.00007420   +0 40 07.4
 GB2618;SPC KY S     -   554,294.223   597,179.890   MT  0.99998578   +0 39 38.0
 GB2618;SPC KY S     - 1,818,546.96  1,959,247.69   sFT  0.99998578   +0 39 38.0
 GB2618;UTM  16      - 4,077,184.869   708,646.306   MT  1.00013634   +1 24 08.4
 GB2618
 GB2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2618!SPC KY1Z     -   0.99993750  x   1.00007420  =   1.00001169
 GB2618!SPC KY S     -   0.99993750  x   0.99998578  =   0.99992328
 GB2618!UTM  16      -   0.99993750  x   1.00013634  =   1.00007383
 GB2618
 GB2618|---------------------------------------------------------------------|
 GB2618| PID    Reference Object                     Distance      Geod. Az  |
 GB2618|                                                           dddmmss.s |
 GB2618| DB9188 DENNEY RM 1                          14.518 METERS 05707     |
 GB2618| GB2615 BUCK KNOB 1950                      APPROX.13.3 KM 0585424.1 |
 GB2618| DB9189 DENNEY RM 2                          14.051 METERS 30201     |
 GB2618|---------------------------------------------------------------------|
 GB2618
 GB2618                          SUPERSEDED SURVEY CONTROL
 GB2618
 GB2618  NAD 83(1986)-  36 49 03.14790(N)    084 39 38.85529(W) AD(       ) 3
 GB2618  NAD 27      -  36 49 02.87000(N)    084 39 39.06200(W) AD(       ) 3
 GB2618
 GB2618.Superseded values are not recommended for survey control.
 GB2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2618.See file dsdata.txt to determine how the superseded data were derived.
 GB2618
 GB2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF0864677185(NAD 83)
 GB2618_MARKER: DH = HORIZONTAL CONTROL DISK
 GB2618_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GB2618
 GB2618  HISTORY     - Date     Condition        Report By
 GB2618  HISTORY     - 1950     MONUMENTED       CGS
 GB2618
 GB2618                          STATION DESCRIPTION
 GB2618
 GB2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2618'STATION IS LOCATED ON A WOODED HILL ABOUT 10 MILES EAST OF MONTICELLO
 GB2618'AND 2-1/2 MILES NORTHWEST OF THE WAYNE AND MCCREARY COUNTY
 GB2618'LINE.  IT IS 29 FEET SOUTHEAST OF A 12 INCH TRIANGLE BLAZED OAK TREE,
 GB2618'24 FEET SOUTH OF AN 8 INCH TRIANGLE BLAZED HICKORY TREE AND 4
 GB2618'FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS A 6 INCH IRON
 GB2618'PIPE FILLED WITH CONCRETE WHICH PROJECTS ABOUT 4 INCHES AND THE
 GB2618'DISK IS CEMENTED IN TOP OF PIPE AND IS STAMPED DENNEY 1950.
 GB2618'
 GB2618'REFERENCE MARK NO. 1 IS A 6 INCH IRON PIPE FILLED WITH CONCRETE WHICH
 GB2618'PROJECTS ABOUT 4 INCHES AND THE DISK IS CEMENTED IN TOP OF PIPE AND
 GB2618'IS STAMPED DENNEY NO 1 1950.
 GB2618'
 GB2618'REFERENCE MARK NO. 2 IS 17 FEET NORTH OF A 12 INCH TRIANGLE BLAZED
 GB2618'OAK TREE.  THE MARK IS A 6 INCH IRON PIPE FILLED WITH CONCRETE WHICH
 GB2618'PROJECTS ABOUT 4 INCHES AND THE DISK IS CEMENTED IN TOP OF PIPE AND
 GB2618'IS STAMPED DENNEY NO 2 1950.
 GB2618'
 GB2618'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GB2618'
 GB2618'TO REACH STATION FROM THE TRAFFIC CIRCLE IN MONTICELLO GO NORTHEAST
 GB2618'ON STATE HIGHWAYS 90 AND 92 FOR 1 BLOCK TO WHERE HIGHWAY 92 TURNS
 GB2618'RIGHT, TURN RIGHT ON STATE HIGHWAY 92 AND GO SOUTHEAST FOR 2.4 MILES
 GB2618'TO A GRAVEL SIDE ROAD LEFT, TURN LEFT ON GRAVEL ROAD AND GO EAST
 GB2618'FOR 7.0 MILES TO A REVERSE Y FORK, CONTINUE LEFT ON MAIN GRAVEL ROAD
 GB2618'FOR 0.5 MILE TO A T ROAD AND BRIDGE, TURN RIGHT ACROSS BRIDGE AND GO
 GB2618'2.5 MILES TO ANOTHER REVERSE Y FORK, CONTINUE STRAIGHT AHEAD FOR 0.05
 GB2618'MILE TO A FRAME HOUSE ON LEFT AND END OF TRUCK TRAVEL.  FROM HERE
 GB2618'PACK NORTH AND EAST UP HILL TO HIGHEST POINT AND STATION AS
 GB2618'DESCRIBED.  (THIS IS ABOUT 1/2 MILE-15 MINUTE PACK.)
 GB2618'
 GB2618'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0940 ***********************************************************************
 GC0940  DESIGNATION -  DENNIS
 GC0940  PID         -  GC0940
 GC0940  STATE/COUNTY-  KY/LOGAN
 GC0940  USGS QUAD   -  DENNIS (1983)
 GC0940
 GC0940                         *CURRENT SURVEY CONTROL
 GC0940  ___________________________________________________________________
 GC0940* NAD 83(1993)-  36 50 05.81802(N)    086 47 24.09704(W)     ADJUSTED  
 GC0940* NAVD 88     -       228.796  (meters)     750.64   (feet)  POSTED    
 GC0940  ___________________________________________________________________
 GC0940  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 GC0940  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC0940  DYNAMIC HT  -         228.610 (meters)     750.03  (feet)  COMP
 GC0940  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 GC0940
 GC0940  HORZ ORDER  -  THIRD
 GC0940  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GC0940
 GC0940.The horizontal coordinates were established by classical geodetic methods
 GC0940.and adjusted by the National Geodetic Survey in December 1995..
 GC0940
 GC0940.The orthometric height was determined by differential leveling
 GC0940.and adjusted by the National Geodetic Survey in 1992..
 GC0940.No vertical observational check was made to the station.
 GC0940.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GC0940.was located on a no-check spur therefore a value was not computed.
 GC0940
 GC0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0940
 GC0940.The geoid height was determined by GEOID03.
 GC0940
 GC0940.The dynamic height is computed by dividing the NAVD 88
 GC0940.geopotential number by the normal gravity value computed on the
 GC0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0940.degrees latitude (g = 980.6199 gals.).
 GC0940
 GC0940.The modeled gravity was interpolated from observed gravity values.
 GC0940
 GC0940;                    North         East     Units Scale Factor Converg.
 GC0940;SPC KY1Z     - 1,056,190.169 1,407,221.300   MT  1.00006869   -0 38 18.7
 GC0940;SPC KY1Z     - 3,465,183.91  4,616,858.55   sFT  1.00006869   -0 38 18.7
 GC0940;SPC KY S     -   556,176.779   407,229.193   MT  0.99998311   -0 37 50.7
 GC0940;SPC KY S     - 1,824,723.32  1,336,051.11   sFT  0.99998311   -0 37 50.7
 GC0940;UTM  16      - 4,076,583.599   518,722.891   MT  0.99960432   +0 07 33.2
 GC0940
 GC0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0940!SPC KY1Z     -   0.99996879  x   1.00006869  =   1.00003747
 GC0940!SPC KY S     -   0.99996879  x   0.99998311  =   0.99995190
 GC0940!UTM  16      -   0.99996879  x   0.99960432  =   0.99957312
 GC0940
 GC0940|---------------------------------------------------------------------|
 GC0940| PID    Reference Object                     Distance      Geod. Az  |
 GC0940|                                                           dddmmss.s |
 GC0940| GC0941 DENNIS RM 1                          15.098 METERS 02352     |
 GC0940| GC0939 DENNIS RM 2                          31.586 METERS 10556     |
 GC0940| GC0942 DENNIS AZ MK                                       3471549.9 |
 GC0940|---------------------------------------------------------------------|
 GC0940
 GC0940                          SUPERSEDED SURVEY CONTROL
 GC0940
 GC0940  NAD 83(1986)-  36 50 05.82785(N)    086 47 24.10189(W) AD(       ) 3
 GC0940  NAD 27      -  36 50 05.67900(N)    086 47 24.10600(W) AD(       ) 3
 GC0940  NGVD 29 (??/??/92)  228.908  (m)          751.01   (f) ADJ UNCH    1 2
 GC0940
 GC0940.Superseded values are not recommended for survey control.
 GC0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0940.See file dsdata.txt to determine how the superseded data were derived.
 GC0940
 GC0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1872376584(NAD 83)
 GC0940_MARKER: DS = TRIANGULATION STATION DISK
 GC0940_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0940_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0940_STAMPING: DENNIS 1951
 GC0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0940
 GC0940  HISTORY     - Date     Condition        Report By
 GC0940  HISTORY     - 1951     MONUMENTED       CGS
 GC0940  HISTORY     - 1954     GOOD             CGS
 GC0940  HISTORY     - 1968     GOOD             CGS
 GC0940  HISTORY     - 1968     GOOD             NGS
 GC0940  HISTORY     - 19950912 MARK NOT FOUND   KYDT
 GC0940
 GC0940                          STATION DESCRIPTION
 GC0940
 GC0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC0940'STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF AUBURN AND ABOUT 5 MILES
 GC0940'EAST OF RUSSELLVILLE.  IT IS 71 FEET SOUTH OF A 10 INCH OAK TREE
 GC0940'WITH A TRIANGLE BLAZE ON THE SOUTH SIDE, 18 FEET NORTH OF A 8 INCH
 GC0940'OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE, 4.6 FEET
 GC0940'SOUTHEAST OF A WHITE WITNESS POST AND 3 FEET EAST OF A FENCELINE.
 GC0940'THE MARK IS A CAST IRON PIPE 6 INCHES IN DIAMETER FILLED WITH
 GC0940'CONCRETE WITH A STANDARD TRIANGULATION STATION MARK DISK SET IN THE
 GC0940'TOP STAMPED DENNIS 1951.  THE MARK PROJECTS ABOUT 8 INCHES.
 GC0940'
 GC0940'REFERENCE MARK NO. 1 IS 78 FEET SOUTHEAST OF A 10 INCH OAK TREE WITH
 GC0940'A TRIANGLE BLAZE ON THE SOUTH SIDE AND 51 FEET NORTHEAST OF A
 GC0940'WHITE WITNESS POST AND A FENCELINE.  THE MARK IS FLUSH AND THE DISK
 GC0940'IS STAMPED DENNIS NO 1 1951.
 GC0940'
 GC0940'REFERENCE MARK NO. 2 IS 88 FEET SOUTHEAST OF A 8 INCH OAK TREE WITH A
 GC0940'TRIANGLE BLAZE ON THE NORTH SIDE AND 48 FEET NORTHEAST OF A 12
 GC0940'INCH OAK TREE AND A FENCE CORNER.  THE MARK PROJECTS ABOUT 10 INCHES
 GC0940'AND THE DISK IS STAMPED DENNIS NO 2 1951.
 GC0940'
 GC0940'AZIMUTH MARK IS 27 FEET EAST OF THE CENTER OF GRAVEL ROAD, 11 FEET
 GC0940'WEST OF A FENCELINE AND 9 FEET WEST OF A WHITE WITNESS POST.
 GC0940'THE MARK IS FLUSH AND THE DISK IS STAMPED DENNIS 1951.
 GC0940'
 GC0940'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC0940'HIGHWAY 103 IN AUBURN, GO WEST ON U.S. HIGHWAY 68 FOR 4.5 MILES TO
 GC0940'A GRAVEL SIDE ROAD RIGHT *, CONTINUE ON HIGHWAY FOR 0.15 MILE TO A
 GC0940'GRAVEL SIDE ROAD LEFT, TURN LEFT ON GRAVEL ROAD AND GO 0.4 MILE TO A
 GC0940'DIM DIRT ROAD RIGHT, TURN RIGHT AND GO UP HILL FOR ABOUT 100 YARDS TO
 GC0940'THE STATION AS DESCRIBED.
 GC0940'
 GC0940'TO REACH THE AZIMUTH MARK FROM THIS POINT *, GO NORTH ON GRAVEL ROAD
 GC0940'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GC0940'
 GC0940'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC0940
 GC0940                          STATION RECOVERY (1954)
 GC0940
 GC0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CS)
 GC0940'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 GC0940'WERE RECOVERED IN GOOD CONDITION.  DISTANCES FROM STATION MARK
 GC0940'TO REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE TO
 GC0940'REACH PORTION OF THE DESCRIPTION IS ADEQUATE AND CORRECT.  THE
 GC0940'STAMPING IS AS STATED ON ALL MARKS.
 GC0940'
 GC0940'THE FOLLOWING IS A MORE DETAILED DESCRIPTION OF THE MARKS.
 GC0940'
 GC0940'THE STATION IS ABOUT 100 YARDS SOUTHWEST OF THE ROAD, 2-1/2 FEET
 GC0940'NORTHEAST OF A WIRE FENCE, 70 FEET SOUTHEAST OF
 GC0940'A TRIANGULAR BLAZED 14-INCH OAK TREE IN A FENCE CORNER, 18.8 FEET
 GC0940'NORTHWEST OF A 6-INCH TRIANGULAR
 GC0940'BLAZED OAK TREE IN A FENCE LINE, 5 FEET EAST OF A WHITE WOODEN
 GC0940'WITNESS POST, AND PROJECTING 6 INCHES.
 GC0940'
 GC0940'REFERENCE MARK NO. 1 IS 78 FEET EAST OF TRIANGULAR BLAZED 14-INCH OAK
 GC0940'TREE IN A FENCE CORNER, 51 FEET NORTHEAST OF A FENCE LINE, 59
 GC0940'FEET NORTH OF A TRIANGULAR BLAZED 6-INCH OAK TREE IN A FENCE LINE, IN
 GC0940'A PLOWED FIELD, ON THE TOP OF 1 BY 1 1/2-FOOT EXPOSED PART OF A ROCK
 GC0940'OUTCROP FLUSH WITH GROUND.
 GC0940'
 GC0940'REFERENCE MARK NO. 2 IS 43 FEET NORTHEAST OF A FENCE LINE, 51 FEET
 GC0940'NORTHWEST OF A FENCE LINE, IN THE TOP OF A ROUNDED OUTCROP
 GC0940'IN A PLOWED FIELD.
 GC0940'
 GC0940'THE AZIMUTH MARK IS 28 FEET NORTHEAST OF CENTER LINE OF GRAVEL ROAD,
 GC0940'9-1/2 FEET SOUTHWEST OF A 6-INCH ELM TREE, IN THE TOP OF A BRITTLE
 GC0940'AND SHALY ROCK OUTCROP, 8.8 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 GC0940'POST.  NOTE- THE DISK WAS SOLID BUT SOME ROCK HAD BEEN CHIPPED
 GC0940'AWAY FROM DISK.  THIS WAS PATCHED UP WITH CEMENT BY THIS PARTY.
 GC0940
 GC0940                          STATION RECOVERY (1968)
 GC0940
 GC0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 GC0940'THE STATION MARK, STAMPED DENNIS 1951, IS ABOUT 4.5 MILES SOUTHWEST
 GC0940'ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE AUBURN HIGH
 GC0940'SCHOOL AT AUBURN, THENCE 0.15 MILE SOUTHEAST ALONG A PAVED ROAD,
 GC0940'THENCE 0.15 MILE SOUTHWEST ALONG U. S. HIGHWAY 68 AND STATE
 GC0940'HIGHWAY 80, THENCE 0.4 MILE SOUTH ALONG A PAVED ROAD, 100 YARDS
 GC0940'WEST OF THE CENTERLINE OF THE ROAD, 0.1 MILE SOUTH OF A BARN, 3
 GC0940'FEET NORTHEAST OF A FENCE, 19 FEET NORTHWEST OF A 14-INCH OAK
 GC0940'TREE, 70 FEET SOUTHEAST OF A 14-INCH OAK TREE, 49.53 FEET
 GC0940'SOUTHWEST OF RM NO 1, 103.63 FEET WEST OF RM NO 2, 0.8 FOOT
 GC0940'NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 GC0940'CONCRETE FILLED 6-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES
 GC0940'ABOVE THE SURFACE OF THE GROUND.
 GC0940'
 GC0940'RM NO 1, STAMPED DENNIS NO 1 1951, IS 49.53 FEET NORTHEAST OF THE
 GC0940'STATION MARK, 108.50 FEET NORTHWEST OF RM NO 2, 100 YARDS WEST OF
 GC0940'THE CENTERLINE OF THE ROAD, 0.1 MILE SOUTHEAST OF A BARN, 51 FEET
 GC0940'NORTHEAST OF A FENCE, 77 FEET EAST OF A 14-INCH OAK TREE, 59 FEET
 GC0940'NORTH OF A 14-INCH OAK TREE, AND SET IN THE TOP OF A BOULDER
 GC0940'WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 GC0940'
 GC0940'RM NO 2, STAMPED DENNIS NO 2 1951, IS 103.63 FEET EAST OF THE
 GC0940'STATION MARK, 108.50 FEET SOUTHEAST OF RM NO 1, 0.1 MILE SOUTH
 GC0940'OF A BARN, 65 YARDS WEST OF THE CENTERLINE OF THE ROAD, SET IN
 GC0940'THE TOP OF THE SOUTHWEST END OF A 3- X 5-FOOT ROCK OUTCROP WHICH
 GC0940'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND, 51 FEET NORTH
 GC0940'OF A FENCE, AND 43 FEET EAST OF A FENCE.
 GC0940'
 GC0940'NOTE--THESE MARKS WERE NOT LEVELED TO BY THIS PARTY IN 1968.
 GC0940'
 GC0940'THE AZIMUTH MARK, STAMPED DENNIS 1951, IS 0.4 MILE NORTHWEST ALONG
 GC0940'A PAVED ROAD, THENCE 0.15 MILE NORTHEAST ALONG U. S. HIGHWAY 68
 GC0940'AND STATE HIGHWAY 80, THENCE 0.4 MILE NORTH ALONG A PAVED ROAD FROM
 GC0940'THE STATION MARK, 0.1 MILE SOUTHEAST OF THE CREST OF A HILL, 31
 GC0940'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, SET IN THE TOP OF A
 GC0940'ROCK OUTCROP ABOUT LEVEL WITH THE SURFACE OF THE GROUND, 12 FEET
 GC0940'NORTHEAST OF A FENCE, 9-1/2 FEET SOUTHWEST OF AN 8-INCH OAK TREE
 GC0940'WHICH BEARS A METAL WITNESS SHIELD, AND ABOUT LEVEL WITH THE
 GC0940'ROAD.
 GC0940'
 GC0940'NOTE--THIS MARK APPEARS STABLE BUT SHOULD BE USED WITH CARE AS
 GC0940'THE ROCK IS SPALLING.
 GC0940'
 GC0940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.2 MILES
 GC0940'SOUTHWEST.
 GC0940
 GC0940                          STATION RECOVERY (1968)
 GC0940
 GC0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC0940'5.2 MI SW FROM AUBURN.
 GC0940'ABOUT 4.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0940'RAILROAD FROM THE AUBURN HIGH SCHOOL AT AUBURN, THENCE 0.15
 GC0940'MILE SOUTHEAST ALONG A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST
 GC0940'ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE 0.4 MILE
 GC0940'SOUTH ALONG A PAVED ROAD, 100 YARDS WEST OF THE CENTERLINE OF
 GC0940'THE ROAD, 0.1 MILE SOUTH OF A BARN, 3 FEET NORTHEAST OF A FENCE,
 GC0940'19 FEET NORTHWEST OF A 14-INCH OAK TREE, 70 FEET SOUTHEAST
 GC0940'OF A 14-INCH OAK TREE, 49.53 FEET SOUTHWEST OF DENNIS R.M. NO 1,
 GC0940'103.63 FEET WEST OF DENNIS R.M. NO 2, 0.8 FOOT NORTHEAST OF A
 GC0940'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE FILLED
 GC0940'6-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE SURFACE
 GC0940'OF THE GROUND.
 GC0940
 GC0940                          STATION RECOVERY (1995)
 GC0940
 GC0940'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0942 ***********************************************************************
 GC0942  DESIGNATION -  DENNIS AZ MK
 GC0942  PID         -  GC0942
 GC0942  STATE/COUNTY-  KY/LOGAN
 GC0942  USGS QUAD   -  DENNIS (1983)
 GC0942
 GC0942                         *CURRENT SURVEY CONTROL
 GC0942  ___________________________________________________________________
 GC0942* NAD 83(1986)-  36 50 48.     (N)    086 47 36.     (W)     SCALED    
 GC0942* NAVD 88     -       216.981  (meters)     711.88   (feet)  ADJUSTED  
 GC0942  ___________________________________________________________________
 GC0942  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC0942  DYNAMIC HT  -         216.808 (meters)     711.31  (feet)  COMP
 GC0942  MODELED GRAV-     979,831.0   (mgal)                       NAVD 88
 GC0942
 GC0942  VERT ORDER  -  FIRST     CLASS I
 GC0942
 GC0942.The horizontal coordinates were scaled from a topographic map and have
 GC0942.an estimated accuracy of +/- 6 seconds.
 GC0942
 GC0942.The orthometric height was determined by differential leveling
 GC0942.and adjusted by the National Geodetic Survey in June 1991..
 GC0942
 GC0942.The geoid height was determined by GEOID03.
 GC0942
 GC0942.The dynamic height is computed by dividing the NAVD 88
 GC0942.geopotential number by the normal gravity value computed on the
 GC0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0942.degrees latitude (g = 980.6199 gals.).
 GC0942
 GC0942.The modeled gravity was interpolated from observed gravity values.
 GC0942
 GC0942;                    North         East    Units  Estimated Accuracy
 GC0942;SPC KY1Z     - 1,057,490.    1,406,940.      MT  (+/- 180 meters Scaled)
 GC0942
 GC0942                          SUPERSEDED SURVEY CONTROL
 GC0942
 GC0942  NGVD 29 (??/??/92)  217.089  (m)          712.23   (f) ADJ UNCH    1 1
 GC0942
 GC0942.Superseded values are not recommended for survey control.
 GC0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0942.See file dsdata.txt to determine how the superseded data were derived.
 GC0942
 GC0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF184778(NAD 83)
 GC0942_MARKER: DZ = AZIMUTH MARK DISK
 GC0942_SETTING: 66 = SET IN ROCK OUTCROP
 GC0942_SP_SET: ROCK OUTCROP
 GC0942_STAMPING: DENNIS 1951
 GC0942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0942+STABILITY: POSITION/ELEVATION WELL
 GC0942
 GC0942  HISTORY     - Date     Condition        Report By
 GC0942  HISTORY     - 1951     MONUMENTED       CGS
 GC0942  HISTORY     - 1968     GOOD             NGS
 GC0942  HISTORY     - 19950912 MARK NOT FOUND   KYDT
 GC0942
 GC0942                          STATION DESCRIPTION
 GC0942
 GC0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0942'4.8 MI SW FROM AUBURN.
 GC0942'ABOUT 4.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0942'RAILROAD FROM THE AUBURN HIGH SCHOOL AT AUBURN, THENCE 0.25
 GC0942'MILE NORTHWEST ALONG A PAVED ROAD, 0.1 MILE SOUTHEAST OF THE
 GC0942'CREST OF A HILL, 31 FEET NORTHEAST OF THE CENTERLINE OF THE
 GC0942'ROAD, SET IN THE TOP OF A ROCK OUTCROP ABOUT LEVEL WITH THE
 GC0942'SURFACE OF THE GROUND, 12 FEET NORTHEAST OF A FENCE, 9 1/2 FEET
 GC0942'SOUTHWEST OF AN 8-INCH OAK TREE WHICH BEARS A METAL WITNESS
 GC0942'SHIELD, AND ABOUT LEVEL WITH THE ROAD.  NOTE-- THIS MARK APPEARS
 GC0942'STABLE BUT SHOULD BE USED WITH CARE AS THE ROCK IS SPALLING.
 GC0942
 GC0942                          STATION RECOVERY (1995)
 GC0942
 GC0942'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0941 ***********************************************************************
 GC0941  DESIGNATION -  DENNIS RM 1
 GC0941  PID         -  GC0941
 GC0941  STATE/COUNTY-  KY/LOGAN
 GC0941  USGS QUAD   -  DENNIS (1983)
 GC0941
 GC0941                         *CURRENT SURVEY CONTROL
 GC0941  ___________________________________________________________________
 GC0941* NAD 83(1986)-  36 50 05.     (N)    086 47 24.     (W)     SCALED    
 GC0941* NAVD 88     -       227.413  (meters)     746.10   (feet)  POSTED    
 GC0941  ___________________________________________________________________
 GC0941  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC0941  DYNAMIC HT  -         227.230 (meters)     745.50  (feet)  COMP
 GC0941  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 GC0941
 GC0941  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GC0941
 GC0941.The horizontal coordinates were scaled from a topographic map and have
 GC0941.an estimated accuracy of +/- 6 seconds.
 GC0941
 GC0941.The orthometric height was determined by differential leveling
 GC0941.and adjusted by the National Geodetic Survey in 1992..
 GC0941.No vertical observational check was made to the station.
 GC0941.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GC0941.was located on a no-check spur therefore a value was not computed.
 GC0941
 GC0941.The geoid height was determined by GEOID03.
 GC0941
 GC0941.The dynamic height is computed by dividing the NAVD 88
 GC0941.geopotential number by the normal gravity value computed on the
 GC0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0941.degrees latitude (g = 980.6199 gals.).
 GC0941
 GC0941.The modeled gravity was interpolated from observed gravity values.
 GC0941
 GC0941;                    North         East    Units  Estimated Accuracy
 GC0941;SPC KY1Z     - 1,056,170.    1,407,220.      MT  (+/- 180 meters Scaled)
 GC0941
 GC0941                          SUPERSEDED SURVEY CONTROL
 GC0941
 GC0941  NGVD 29 (??/??/92)  227.526  (m)          746.47   (f) ADJ UNCH    1 2
 GC0941
 GC0941.Superseded values are not recommended for survey control.
 GC0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0941.See file dsdata.txt to determine how the superseded data were derived.
 GC0941
 GC0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF187765(NAD 83)
 GC0941_MARKER: DR = REFERENCE MARK DISK
 GC0941_SETTING: 80 = SET IN A BOULDER
 GC0941_SP_SET: BOULDER
 GC0941_STAMPING: DENNIS NO 1 1951
 GC0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0941+STABILITY: SURFACE MOTION
 GC0941
 GC0941  HISTORY     - Date     Condition        Report By
 GC0941  HISTORY     - 1951     MONUMENTED       CGS
 GC0941  HISTORY     - 1968     GOOD             NGS
 GC0941
 GC0941                          STATION DESCRIPTION
 GC0941
 GC0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0941'5.2 MI SW FROM AUBURN.
 GC0941'ABOUT 4.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0941'RAILROAD FROM THE AUBURN HIGH SCHOOL AT AUBURN, THENCE 0.15
 GC0941'MILE SOUTHEAST ALONG A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST
 GC0941'ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE 0.4 MILE
 GC0941'SOUTH ALONG A PAVED ROAD, 100 YARDS WEST OF THE CENTERLINE OF
 GC0941'THE ROAD, 0.1 MILE SOUTHEAST OF A BARN, 51 FEET NORTHEAST OF
 GC0941'A FENCE, 77 FEET EAST OF A 14-INCH OAK TREE, 59 FEET NORTH OF
 GC0941'A 14-INCH OAK TREE, 49.53 FEET NORTHEAST OF TRIANGULATION STATION
 GC0941'DENNIS, 108.50 FEET NORTHWEST OF DENNIS R.M. NO 2, SET IN THE
 GC0941'TOP OF A BOULDER, AND ABOUT LEVEL WITH THE SURFACE OF THE
 GC0941'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0939 ***********************************************************************
 GC0939  DESIGNATION -  DENNIS RM 2
 GC0939  PID         -  GC0939
 GC0939  STATE/COUNTY-  KY/LOGAN
 GC0939  USGS QUAD   -  DENNIS (1983)
 GC0939
 GC0939                         *CURRENT SURVEY CONTROL
 GC0939  ___________________________________________________________________
 GC0939* NAD 83(1986)-  36 50 05.     (N)    086 47 24.     (W)     SCALED    
 GC0939* NAVD 88     -       224.928  (meters)     737.95   (feet)  POSTED    
 GC0939  ___________________________________________________________________
 GC0939  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC0939  DYNAMIC HT  -         224.750 (meters)     737.37  (feet)  COMP
 GC0939  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 GC0939
 GC0939  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GC0939
 GC0939.The horizontal coordinates were scaled from a topographic map and have
 GC0939.an estimated accuracy of +/- 6 seconds.
 GC0939
 GC0939.The orthometric height was determined by differential leveling
 GC0939.and adjusted by the National Geodetic Survey in 1992..
 GC0939.No vertical observational check was made to the station.
 GC0939.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GC0939.was located on a no-check spur therefore a value was not computed.
 GC0939
 GC0939.The geoid height was determined by GEOID03.
 GC0939
 GC0939.The dynamic height is computed by dividing the NAVD 88
 GC0939.geopotential number by the normal gravity value computed on the
 GC0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0939.degrees latitude (g = 980.6199 gals.).
 GC0939
 GC0939.The modeled gravity was interpolated from observed gravity values.
 GC0939
 GC0939;                    North         East    Units  Estimated Accuracy
 GC0939;SPC KY1Z     - 1,056,170.    1,407,220.      MT  (+/- 180 meters Scaled)
 GC0939
 GC0939                          SUPERSEDED SURVEY CONTROL
 GC0939
 GC0939  NGVD 29 (??/??/92)  225.040  (m)          738.32   (f) ADJ UNCH    1 2
 GC0939
 GC0939.Superseded values are not recommended for survey control.
 GC0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0939.See file dsdata.txt to determine how the superseded data were derived.
 GC0939
 GC0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF187765(NAD 83)
 GC0939_MARKER: DR = REFERENCE MARK DISK
 GC0939_SETTING: 66 = SET IN ROCK OUTCROP
 GC0939_SP_SET: ROCK OUTCROP
 GC0939_STAMPING: DENNIS NO 2 1951
 GC0939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0939+STABILITY: POSITION/ELEVATION WELL
 GC0939
 GC0939  HISTORY     - Date     Condition        Report By
 GC0939  HISTORY     - 1951     MONUMENTED       CGS
 GC0939  HISTORY     - 1968     GOOD             NGS
 GC0939
 GC0939                          STATION DESCRIPTION
 GC0939
 GC0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0939'5.2 MI SW FROM AUBURN.
 GC0939'ABOUT 4.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0939'RAILROAD FROM THE AUBURN HIGH SCHOOL AT AUBURN, THENCE 0.15
 GC0939'MILE SOUTHEAST ALONG A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST
 GC0939'ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE 0.4 MILE
 GC0939'SOUTH ALONG A PAVED ROAD, 0.1 MILE SOUTH OF A BARN, 65 YARDS
 GC0939'WEST OF THE CENTERLINE OF THE ROAD, SET IN THE TOP OF THE
 GC0939'SOUTHWEST END OF A 3-X 5-FOOT ROCK OUTCROP WHICH PROJECTS 4
 GC0939'INCHES ABOVE THE SURFACE OF THE GROUND, 51 FEET NORTH OF A
 GC0939'FENCE, 43 FEET EAST OF A FENCE, 103.63 FEET EAST OF TRIANGULATION
 GC0939'STATION DENNIS, 108.50 FEET SOUTHEAST OF DENNIS R.M. NO 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3218 ***********************************************************************
 JZ3218  DESIGNATION -  DEVOU
 JZ3218  PID         -  JZ3218
 JZ3218  STATE/COUNTY-  KY/KENTON
 JZ3218  USGS QUAD   -  COVINGTON (1987)
 JZ3218
 JZ3218                         *CURRENT SURVEY CONTROL
 JZ3218  ___________________________________________________________________
 JZ3218* NAD 83(1993)-  39 05 20.56944(N)    084 32 35.93320(W)     ADJUSTED  
 JZ3218* NAVD 88     -       246.9    (meters)     810.     (feet)  VERTCON   
 JZ3218  ___________________________________________________________________
 JZ3218  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 JZ3218  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3218
 JZ3218  HORZ ORDER  -  SECOND
 JZ3218
 JZ3218.The horizontal coordinates were established by classical geodetic methods
 JZ3218.and adjusted by the National Geodetic Survey in April 1998..
 JZ3218
 JZ3218.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3218
 JZ3218.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3218
 JZ3218.The geoid height was determined by GEOID03.
 JZ3218
 JZ3218;                    North         East     Units Scale Factor Converg.
 JZ3218;SPC KY1Z     - 1,306,536.154 1,604,410.235   MT  1.00012924   +0 44 27.1
 JZ3218;SPC KY1Z     - 4,286,527.37  5,263,802.58   sFT  1.00012924   +0 44 27.1
 JZ3218;SPC KY N     -   176,427.654   474,622.587   MT  1.00002090   -0 10 56.9
 JZ3218;SPC KY N     -   578,829.73  1,557,157.60   sFT  1.00002090   -0 10 56.9
 JZ3218;SPC OH S     -   122,898.558   423,241.149   MT  0.99994912   -1 17 47.5
 JZ3218;UTM  16      - 4,329,531.450   712,475.263   MT  1.00015592   +1 32 58.5
 JZ3218
 JZ3218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3218!SPC KY1Z     -   0.99996661  x   1.00012924  =   1.00009584
 JZ3218!SPC KY N     -   0.99996661  x   1.00002090  =   0.99998751
 JZ3218!SPC OH S     -   0.99996661  x   0.99994912  =   0.99991573
 JZ3218!UTM  16      -   0.99996661  x   1.00015592  =   1.00012252
 JZ3218
 JZ3218|---------------------------------------------------------------------|
 JZ3218| PID    Reference Object                     Distance      Geod. Az  |
 JZ3218|                                                           dddmmss.s |
 JZ3218| CC8625 DEVOU RM 3                            9.415 METERS 05309     |
 JZ3218| CC8623 DEVOU RM 1                            9.790 METERS 07616     |
 JZ3218| JZ3219 LUDLOW KENTON CHILDREN HOME TK      APPROX. 0.5 KM 1470941.6 |
 JZ3218| CC8626 DEVOU RM 4                           37.094 METERS 16111     |
 JZ3218| CC8624 DEVOU RM 2                           13.487 METERS 17453     |
 JZ3218| JZ3207 FORT MITCHELL MUNICIPAL TANK        APPROX. 3.3 KM 1772010.5 |
 JZ3218| JZ3208 LOOKOUT HEIGHTS CO DIST 1 TANK      APPROX. 3.3 KM 1772009.8 |
 JZ3218| JZ3233 RADIO STA WCKY TRANSMITTER TWR      APPROX. 6.1 KM 2444908.5 |
 JZ3218| JZ3234 ST LAWRENCE CATH CH STEEPLE         APPROX. 3.6 KM 3134938.0 |
 JZ3218|---------------------------------------------------------------------|
 JZ3218
 JZ3218                          SUPERSEDED SURVEY CONTROL
 JZ3218
 JZ3218  NAD 83(1993)-  39 05 20.57543(N)    084 32 35.94032(W) AD(       ) 2
 JZ3218  NAD 83(1986)-  39 05 20.57327(N)    084 32 35.94380(W) AD(       ) 2
 JZ3218  NAD 27      -  39 05 20.35360(N)    084 32 36.14690(W) AD(       ) 2
 JZ3218  NGVD 29 (07/19/86)  247.1    (m)          811.     (f) VERT ANG       
 JZ3218
 JZ3218.Superseded values are not recommended for survey control.
 JZ3218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3218.See file dsdata.txt to determine how the superseded data were derived.
 JZ3218
 JZ3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1247529531(NAD 83)
 JZ3218_MARKER: DD = SURVEY DISK
 JZ3218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3218
 JZ3218  HISTORY     - Date     Condition        Report By
 JZ3218  HISTORY     - 1947     MONUMENTED       USE
 JZ3218  HISTORY     - 1959     GOOD             CGS
 JZ3218  HISTORY     - 1975     GOOD             NGS
 JZ3218
 JZ3218                          STATION DESCRIPTION
 JZ3218
 JZ3218'DESCRIBED BY US ENGINEERS 1947 (CTH)
 JZ3218'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF CAREW TOWER IN DEVOU
 JZ3218'PARK IN WEST COVINGTON, KENTUCKY ABOUT 1/4 MILE NORTH-NORTHWEST
 JZ3218'OF THE KENTON COUNTY CHILDRENS HOME ON A POINTED BLUFF OVER-LOOKING
 JZ3218'THE OHIO RIVER. THIS BLUFF IS KNOWN LOCALLY AS PIGEON POINT.
 JZ3218'THE STATION IS 102 FEET NORTH-NORTHEAST OF THE NORTH LEG OF A STEEL
 JZ3218'POWER TOWER AND THE MARK IS A STANDARD U.S.E.D. DISK SET IN A
 JZ3218'CONCRETE BLOCK WHICH IS 4 INCHES SQUARE AT TOP AND PROJECTS 2 INCHES
 JZ3218'ABOVE THE GROUND. THE DISK IS STAMPED DEVOU.
 JZ3218'
 JZ3218'REFERENCE MARK NO. 1 IS 32.12 FEET EAST-NORTHEAST OF THE STATION AND
 JZ3218'15 FEET SOUTH OF THE NORTH EDGE OF A SHARP CLIFF. THE MARK
 JZ3218'IS A CITY OF CINCINNATI SURVEY DISK SET IN A PRECAST CONCRETE BLOCK
 JZ3218'WHICH IS 6 INCHES IN DIAMETER AT THE TOP AND PROJECTS 8 INCHES
 JZ3218'ABOVE THE GROUND. THE DISK IS STAMPED DEVOU (U.S.E.D.) NO 1 1947.
 JZ3218'
 JZ3218'REFERENCE MARK NO. 2 IS 44.25 FEET SOUTH OF THE STATION AND 59 FEET
 JZ3218'N.E. OF THE N.  LEG OF A STEEL POWER TOWER. THE MARK IS A CITY
 JZ3218'OF CINCINNATI SURVEY DISK SET IN A PRECAST CONCRETE BLOCK WHICH IS 6
 JZ3218'INCHES IN DIAMETER AT THE TOP AND PROJECTS 6 INCHES ABOVE THE
 JZ3218'GROUND. THE DISK IS STAMPED DEVOU (U.S.E.D.) NO 2 1947.
 JZ3218'
 JZ3218'AZIMUTH MARK-TRIANGULATION STATION PEAK (U.S.E.D.) OR GRAND
 JZ3218'(U.S.E.D.) MAY BE USED AS THE AZIMUTH MARK.
 JZ3218
 JZ3218                          STATION RECOVERY (1959)
 JZ3218
 JZ3218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LEW)
 JZ3218'STATION FOUND UNDISTURBED. A REFERNCE MARK ALONG A DIRT PATH
 JZ3218'DESTROYED, REMAINS OF CONCRETE POST ARE IN PLACE.
 JZ3218
 JZ3218                          STATION RECOVERY (1975)
 JZ3218
 JZ3218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JZ3218'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE MARKS
 JZ3218'WERE FOUND TO HAVE BEEN DESTROYED FOR THE CONSTRUCTION OF A
 JZ3218'MICROWAVE TOWER.  THE DIRECTION TO THE WATER TANK CHECKED.
 JZ3218'REFERENCE MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS.
 JZ3218'
 JZ3218'THE STATION IS LOCATED ABOUT 1/4 MILE NORTHEAST OF THE KENTON COUNTY
 JZ3218'CHILDRENS HOME, ON A POINTED BLUFF OVERLOOKING THE OHIO RIVER, THE
 JZ3218'BLUFF IS LOCALLY KNOWN AS PIGEON POINT, 102 FEET NORTH-NORTHWEST OF
 JZ3218'THE NORTH LEG OF A STEEL TRANSMISSION TOWER, 60 FEET
 JZ3218'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE
 JZ3218'AROUND A MICROWAVE TOWER, 51 FEET EAST-NORTHEAST OF THE
 JZ3218'NORTHEAST CORNER OF THE FENCE AND 2 FEET SOUTH OF A METAL WITNESS
 JZ3218'POST.  IT IS A STANDARD USE DISK SET IN THE TOP OF A 4 X 4 INCH
 JZ3218'CONCRETE POST PROJECTING 2 INCHES AND STAMPED DEVOU.
 JZ3218'
 JZ3218'REFERENCE MARK 3 IS 87 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 JZ3218'FENCE AND 82 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 JZ3218'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JZ3218'DEVOU USE 1947 NO 3 1975.
 JZ3218'
 JZ3218'REFERENCE MARK 4 IS 4 FEET EAST-NORTHEAST OF THE NORTHEAST LEG OF THE
 JZ3218'TRANSMISSION TOWER, 44 FEET EAST OF THE NORTH LEG OF TOWER AND 80
 JZ3218'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE FENCE.  THE
 JZ3218'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED DEVOU USE 1947
 JZ3218'NO 4 1975.
 JZ3218'
 JZ3218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST
 JZ3218'COVINGTON.
 JZ3218'
 JZ3218'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0998 ***********************************************************************
 GZ0998  DESIGNATION -  DIAMOND
 GZ0998  PID         -  GZ0998
 GZ0998  STATE/COUNTY-  KY/PULASKI
 GZ0998  USGS QUAD   -  EUBANK (1976)
 GZ0998
 GZ0998                         *CURRENT SURVEY CONTROL
 GZ0998  ___________________________________________________________________
 GZ0998* NAD 83(1993)-  37 17 50.44529(N)    084 38 21.64161(W)     ADJUSTED  
 GZ0998* NAVD 88     -       399.060  (meters)    1309.25   (feet)  ADJUSTED  
 GZ0998  ___________________________________________________________________
 GZ0998  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 GZ0998  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GZ0998  DYNAMIC HT  -         398.747 (meters)    1308.22  (feet)  COMP
 GZ0998  MODELED GRAV-     979,835.2   (mgal)                       NAVD 88
 GZ0998
 GZ0998  HORZ ORDER  -  FIRST
 GZ0998  VERT ORDER  -  SECOND    CLASS 0
 GZ0998
 GZ0998.The horizontal coordinates were established by classical geodetic methods
 GZ0998.and adjusted by the National Geodetic Survey in December 1995..
 GZ0998
 GZ0998.The orthometric height was determined by differential leveling
 GZ0998.and adjusted by the National Geodetic Survey in June 1991..
 GZ0998
 GZ0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0998
 GZ0998.The geoid height was determined by GEOID03.
 GZ0998
 GZ0998.The dynamic height is computed by dividing the NAVD 88
 GZ0998.geopotential number by the normal gravity value computed on the
 GZ0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0998.degrees latitude (g = 980.6199 gals.).
 GZ0998
 GZ0998.The modeled gravity was interpolated from observed gravity values.
 GZ0998
 GZ0998;                    North         East     Units Scale Factor Converg.
 GZ0998;SPC KY1Z     - 1,107,575.730 1,598,468.283   MT  0.99995567   +0 40 54.8
 GZ0998;SPC KY1Z     - 3,633,771.37  5,244,308.03   sFT  0.99995567   +0 40 54.8
 GZ0998;SPC KY S     -   607,559.080   598,467.349   MT  0.99994561   +0 40 24.9
 GZ0998;SPC KY S     - 1,993,300.08  1,963,471.63   sFT  0.99994561   +0 40 24.9
 GZ0998;UTM  16      - 4,130,471.491   709,236.954   MT  1.00013932   +1 25 51.5
 GZ0998
 GZ0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0998!SPC KY1Z     -   0.99994225  x   0.99995567  =   0.99989792
 GZ0998!SPC KY S     -   0.99994225  x   0.99994561  =   0.99988786
 GZ0998!UTM  16      -   0.99994225  x   1.00013932  =   1.00008156
 GZ0998
 GZ0998|---------------------------------------------------------------------|
 GZ0998| PID    Reference Object                     Distance      Geod. Az  |
 GZ0998|                                                           dddmmss.s |
 GZ0998| GZ0997 DIAMOND RM 1                         50.743 METERS 04227     |
 GZ0998| DB9193 DIAMOND AZ MK                                      2574343.6 |
 GZ0998| GZ0996 DIAMOND RM 2                         45.754 METERS 29624     |
 GZ0998|---------------------------------------------------------------------|
 GZ0998
 GZ0998                          SUPERSEDED SURVEY CONTROL
 GZ0998
 GZ0998  NAD 83(1986)-  37 17 50.45367(N)    084 38 21.64945(W) AD(       ) 1
 GZ0998  NAD 27      -  37 17 50.17000(N)    084 38 21.85100(W) AD(       ) 1
 GZ0998  NGVD 29 (??/??/92)  399.203  (m)         1309.72   (f) ADJ UNCH    2 0
 GZ0998
 GZ0998.Superseded values are not recommended for survey control.
 GZ0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0998.See file dsdata.txt to determine how the superseded data were derived.
 GZ0998
 GZ0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG0923730471(NAD 83)
 GZ0998_MARKER: DS = TRIANGULATION STATION DISK
 GZ0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0998_STAMPING: DIAMOND 1935 1309.718
 GZ0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0998+STABILITY: SURFACE MOTION
 GZ0998
 GZ0998  HISTORY     - Date     Condition        Report By
 GZ0998  HISTORY     - 1935     MONUMENTED       CGS
 GZ0998  HISTORY     - 1950     GOOD             CGS
 GZ0998  HISTORY     - 1950     GOOD             NGS
 GZ0998  HISTORY     - 1958     GOOD             CGS
 GZ0998  HISTORY     - 1961     MARK NOT FOUND   USGS
 GZ0998
 GZ0998                          STATION DESCRIPTION
 GZ0998
 GZ0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GZ0998'STATION IS LOCATED ON A HIGH HILL IN THE VICINITY OF THE
 GZ0998'PULASKI-LINCOLN COUNTY LINE, ABOUT 16 MILES S OF STANFORD AND 1-1/2
 GZ0998'MILES NE OF EUBANKS, ON THE PROPERTY OF W. I. DIAMOND. IT IS ON THE
 GZ0998'HIGHEST POINT OF A HIGH CLEARED KNOLL (GROWN UP WITH WEEDS AND
 GZ0998'BRUSH), ABOUT 1 MILE E OF U.S. HIGHWAY 27.
 GZ0998'
 GZ0998'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GZ0998'DISKS SET IN CONCRETE.
 GZ0998'
 GZ0998'REFERENCE MARK NO. 1 IS NE OF THE STATION IN THE EDGE OF THE WOODS,
 GZ0998'12 FEET SW OF 8-INCH TWIN POPLAR TREE.
 GZ0998'
 GZ0998'REFERENCE MARK NO.2 IS W OF THE STATION IN THE EDGE OF THE WOODS, 5
 GZ0998'FEET E OF A TRIPLE-TRUNKED WALNUT TREE.
 GZ0998'
 GZ0998'AZIMUTH MARK IS ABOUT 0.3 MILE WSW OF THE STATION, ALONG THE ROAD
 GZ0998'LEADING TO THE STATION, ABOUT 12 FEET W OF THE CENTER LINE THEREOF,
 GZ0998'AND 15 FEET S OF A 36-INCH OAK TREE.
 GZ0998'
 GZ0998'TO REACH THE STATION FROM THE POST OFFICE IN EUBANKS, GO N ON U.S.
 GZ0998'HIGHWAY 27 FOR 1 MILE TO A DIRT ROAD TO THE RIGHT, TURN RIGHT ON
 GZ0998'THIS ROAD AND GO 0.6 MILE TO A FORKS, TAKE RIGHT FORK AND GO 0.1 MILE
 GZ0998'TO A PRIVATE T-ROAD TO THE RIGHT.  (THE AZIMUTH MARK IS LOCATED ON
 GZ0998'THE W SIDE OF THE ROAD AT THIS POINT). TURN RIGHT ON THIS PRIVATE
 GZ0998'ROAD AND GO ABOUT 0.25 MILE TO THE END OF TRUCK TRAVEL. THE STATION
 GZ0998'IS ABOUT 100 YARDS E OF THIS POINT ON THE SUMMIT OF THE KNOLL.
 GZ0998'
 GZ0998'A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 GZ0998
 GZ0998                          STATION RECOVERY (1950)
 GZ0998
 GZ0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ0998'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GZ0998'CONDITION. THE DISTANCE AND DIRECTIONS TO THE AZIMUTH AND
 GZ0998'REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT. A NEW TO REACH
 GZ0998'THE STATION FOLLOWS
 GZ0998'
 GZ0998'TO REACH THE STATION FROM THE POST OFFICE IN EUBANK GO NORTH ON U.S.
 GZ0998'HIGHWAY 27 FOR 1.0 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.7
 GZ0998'MILE TO WHERE MAIN TRAVELED ROAD TURNS LEFT AND AN OLD ROAD STRAIGHT
 GZ0998'AHEAD, TURN LEFT ON MAIN ROAD AND GO ABOUT 50 FEET TO THE AZIMUTH
 GZ0998'MARK ON THE LEFT AS DESCRIBED, CONTINUE 0.35 MILE TO A FENCE CORNER
 GZ0998'ON THE RIGHT AND A TRIANGULAR BLAZE ON A TREE ON THE LEFT AND END
 GZ0998'OF TRUCK TRAVEL. FROM HERE PACK UP HILL TO THE HIGHEST POINT AND
 GZ0998'STATION AS DESCRIBED. ABOUT 5 MINUTE PACK.
 GZ0998
 GZ0998                          STATION RECOVERY (1950)
 GZ0998
 GZ0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GZ0998'1.9 MI NE FROM EUBANK.
 GZ0998'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 GZ0998'RAILWAY STATION AT EUBANK, THENCE ABOUT 0.8 MILE NORTHEAST ALONG
 GZ0998'A DIRT ROAD, THENCE ABOUT 0.1 MILE NORTH ACROSS TIMBER, NEAR THE
 GZ0998'CENTER OF A SMALL CLEARING, ON TOP OF A HILL SURROUNDED BY TIMBER,
 GZ0998'256 FEET NORTHEAST OF THE CENTER OF A HEAVY POWER TRANSMISSION
 GZ0998'LINE, 166.8 FEET SOUTHWEST OF RM NO. 1, 150 FEET SOUTHEAST OF RM
 GZ0998'NO. 2, AND SET IN THE TOP OF A CONCRETE POST ABOUT 14 INCHES BELOW
 GZ0998'THE SURFACE OF GROUND.
 GZ0998
 GZ0998                          STATION RECOVERY (1958)
 GZ0998
 GZ0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 GZ0998'RECOVERED AS DESCRIBED IN SOMERSET-CORBIN AREA, KENTUCKY. THE
 GZ0998'ELEVATION WAS ADDED TO THE STAMPING ON THE DISKS.
 GZ0998'
 GZ0998'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GZ0998
 GZ0998                          STATION RECOVERY (1961)
 GZ0998
 GZ0998'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GZ0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0995 ***********************************************************************
 GZ0995  DESIGNATION -  DIAMOND AZ
 GZ0995  PID         -  GZ0995
 GZ0995  STATE/COUNTY-  KY/PULASKI
 GZ0995  USGS QUAD   -  EUBANK (1976)
 GZ0995
 GZ0995                         *CURRENT SURVEY CONTROL
 GZ0995  ___________________________________________________________________
 GZ0995* NAD 83(1986)-  37 17 46.     (N)    084 38 53.     (W)     SCALED    
 GZ0995* NAVD 88     -       384.051  (meters)    1260.01   (feet)  ADJUSTED  
 GZ0995  ___________________________________________________________________
 GZ0995  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GZ0995  DYNAMIC HT  -         383.749 (meters)    1259.02  (feet)  COMP
 GZ0995  MODELED GRAV-     979,833.4   (mgal)                       NAVD 88
 GZ0995
 GZ0995  VERT ORDER  -  SECOND    CLASS 0
 GZ0995
 GZ0995.The horizontal coordinates were scaled from a topographic map and have
 GZ0995.an estimated accuracy of +/- 6 seconds.
 GZ0995
 GZ0995.The orthometric height was determined by differential leveling
 GZ0995.and adjusted by the National Geodetic Survey in June 1991..
 GZ0995
 GZ0995.The geoid height was determined by GEOID03.
 GZ0995
 GZ0995.The dynamic height is computed by dividing the NAVD 88
 GZ0995.geopotential number by the normal gravity value computed on the
 GZ0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0995.degrees latitude (g = 980.6199 gals.).
 GZ0995
 GZ0995.The modeled gravity was interpolated from observed gravity values.
 GZ0995
 GZ0995;                    North         East    Units  Estimated Accuracy
 GZ0995;SPC KY1Z     - 1,107,430.    1,597,700.      MT  (+/- 180 meters Scaled)
 GZ0995
 GZ0995                          SUPERSEDED SURVEY CONTROL
 GZ0995
 GZ0995  NGVD 29 (??/??/92)  384.193  (m)         1260.47   (f) ADJ UNCH    2 0
 GZ0995
 GZ0995.Superseded values are not recommended for survey control.
 GZ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0995.See file dsdata.txt to determine how the superseded data were derived.
 GZ0995
 GZ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG084303(NAD 83)
 GZ0995_MARKER: DR = REFERENCE MARK DISK
 GZ0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0995_STAMPING: DIAMOND AZI 1935 1260.473
 GZ0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0995+STABILITY: SURFACE MOTION
 GZ0995
 GZ0995  HISTORY     - Date     Condition        Report By
 GZ0995  HISTORY     - 1935     MONUMENTED       CGS
 GZ0995  HISTORY     - 1950     GOOD             NGS
 GZ0995  HISTORY     - 1958     POOR             NGS
 GZ0995
 GZ0995                          STATION DESCRIPTION
 GZ0995
 GZ0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0995'1.6 MI NE FROM EUBANK.
 GZ0995'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 GZ0995'RAILWAY STATION AT EUBANK, THENCE ABOUT 0.6 MILE NORTHEAST ALONG
 GZ0995'A DIRT ROAD, ON THE INSIDE OF A CURVE IN THE ROAD WITH TANGENTS
 GZ0995'EXTENDING WEST AND NORTH AND THE JUNCTION OF A DIM ROAD EAST AND
 GZ0995'FARM DRIVE SOUTH, 16 FEET WEST OF THE CENTER LINE OF THE NORTH
 GZ0995'TANGENT OF ROAD, 18 FEET SOUTH OF A STUMP OF 4-FOOT OAK TREE, 95
 GZ0995'FEET NORTH OF EAST GATE POST OF GATE ACROSS FARM DRIVE, 11 FEET
 GZ0995'SOUTHWEST OF RUCKLES MAIL BOX, 1 1/2 FEET NORTHEAST OF A WHITE
 GZ0995'WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW THE ROAD NORTH AND SET
 GZ0995'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0995
 GZ0995                          STATION RECOVERY (1958)
 GZ0995
 GZ0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0995'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0997 ***********************************************************************
 GZ0997  DESIGNATION -  DIAMOND RM 1
 GZ0997  PID         -  GZ0997
 GZ0997  STATE/COUNTY-  KY/PULASKI
 GZ0997  USGS QUAD   -  EUBANK (1976)
 GZ0997
 GZ0997                         *CURRENT SURVEY CONTROL
 GZ0997  ___________________________________________________________________
 GZ0997* NAD 83(1986)-  37 17 50.     (N)    084 38 21.     (W)     SCALED    
 GZ0997* NAVD 88     -       394.066  (meters)    1292.86   (feet)  ADJUSTED  
 GZ0997  ___________________________________________________________________
 GZ0997  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GZ0997  DYNAMIC HT  -         393.757 (meters)    1291.85  (feet)  COMP
 GZ0997  MODELED GRAV-     979,835.2   (mgal)                       NAVD 88
 GZ0997
 GZ0997  VERT ORDER  -  SECOND    CLASS 0
 GZ0997
 GZ0997.The horizontal coordinates were scaled from a topographic map and have
 GZ0997.an estimated accuracy of +/- 6 seconds.
 GZ0997
 GZ0997.The orthometric height was determined by differential leveling
 GZ0997.and adjusted by the National Geodetic Survey in June 1991..
 GZ0997
 GZ0997.The geoid height was determined by GEOID03.
 GZ0997
 GZ0997.The dynamic height is computed by dividing the NAVD 88
 GZ0997.geopotential number by the normal gravity value computed on the
 GZ0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0997.degrees latitude (g = 980.6199 gals.).
 GZ0997
 GZ0997.The modeled gravity was interpolated from observed gravity values.
 GZ0997
 GZ0997;                    North         East    Units  Estimated Accuracy
 GZ0997;SPC KY1Z     - 1,107,560.    1,598,480.      MT  (+/- 180 meters Scaled)
 GZ0997
 GZ0997                          SUPERSEDED SURVEY CONTROL
 GZ0997
 GZ0997  NGVD 29 (??/??/92)  394.209  (m)         1293.33   (f) ADJ UNCH    2 0
 GZ0997
 GZ0997.Superseded values are not recommended for survey control.
 GZ0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0997.See file dsdata.txt to determine how the superseded data were derived.
 GZ0997
 GZ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG092304(NAD 83)
 GZ0997_MARKER: DR = REFERENCE MARK DISK
 GZ0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0997_STAMPING: DIAMOND NO 1 1935 1293.334
 GZ0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0997+STABILITY: SURFACE MOTION
 GZ0997
 GZ0997  HISTORY     - Date     Condition        Report By
 GZ0997  HISTORY     - 1935     MONUMENTED       CGS
 GZ0997  HISTORY     - 1950     GOOD             NGS
 GZ0997  HISTORY     - 1958     GOOD             NGS
 GZ0997
 GZ0997                          STATION DESCRIPTION
 GZ0997
 GZ0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0997'1.9 MI NE FROM EUBANK.
 GZ0997'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 GZ0997'RAILWAY STATION AT EUBANK, THENCE ABOUT 0.8 MILE NORTHEAST ALONG
 GZ0997'A DIRT ROAD, THENCE ABOUT 0.1 MILE NORTH ACROSS TIMBER, AT THE
 GZ0997'NORTHEAST EDGE OF A HILL TOP CLEARING, 253 FEET EAST OF RM NO. 2,
 GZ0997'166.8 FEET NORTHEAST OF THE STATION MARK, 11.8 FEET SOUTH OF A
 GZ0997'TRIANGULAR BLAZED 12-INCH ELM TREE, 15 FEET SOUTHWEST OF A TWIN
 GZ0997'WILD CHERRY TREE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 GZ0997'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ0997
 GZ0997                          STATION RECOVERY (1958)
 GZ0997
 GZ0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0996 ***********************************************************************
 GZ0996  DESIGNATION -  DIAMOND RM 2
 GZ0996  PID         -  GZ0996
 GZ0996  STATE/COUNTY-  KY/PULASKI
 GZ0996  USGS QUAD   -  EUBANK (1976)
 GZ0996
 GZ0996                         *CURRENT SURVEY CONTROL
 GZ0996  ___________________________________________________________________
 GZ0996* NAD 83(1986)-  37 17 50.     (N)    084 38 21.     (W)     SCALED    
 GZ0996* NAVD 88     -       395.454  (meters)    1297.42   (feet)  ADJUSTED  
 GZ0996  ___________________________________________________________________
 GZ0996  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GZ0996  DYNAMIC HT  -         395.145 (meters)    1296.40  (feet)  COMP
 GZ0996  MODELED GRAV-     979,835.2   (mgal)                       NAVD 88
 GZ0996
 GZ0996  VERT ORDER  -  SECOND    CLASS 0
 GZ0996
 GZ0996.The horizontal coordinates were scaled from a topographic map and have
 GZ0996.an estimated accuracy of +/- 6 seconds.
 GZ0996
 GZ0996.The orthometric height was determined by differential leveling
 GZ0996.and adjusted by the National Geodetic Survey in June 1991..
 GZ0996
 GZ0996.The geoid height was determined by GEOID03.
 GZ0996
 GZ0996.The dynamic height is computed by dividing the NAVD 88
 GZ0996.geopotential number by the normal gravity value computed on the
 GZ0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0996.degrees latitude (g = 980.6199 gals.).
 GZ0996
 GZ0996.The modeled gravity was interpolated from observed gravity values.
 GZ0996
 GZ0996;                    North         East    Units  Estimated Accuracy
 GZ0996;SPC KY1Z     - 1,107,560.    1,598,480.      MT  (+/- 180 meters Scaled)
 GZ0996
 GZ0996                          SUPERSEDED SURVEY CONTROL
 GZ0996
 GZ0996  NGVD 29 (??/??/92)  395.597  (m)         1297.89   (f) ADJ UNCH    2 0
 GZ0996
 GZ0996.Superseded values are not recommended for survey control.
 GZ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0996.See file dsdata.txt to determine how the superseded data were derived.
 GZ0996
 GZ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG092304(NAD 83)
 GZ0996_MARKER: DR = REFERENCE MARK DISK
 GZ0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0996_STAMPING: DIAMOND NO 2 1935 1297.888
 GZ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0996+STABILITY: SURFACE MOTION
 GZ0996
 GZ0996  HISTORY     - Date     Condition        Report By
 GZ0996  HISTORY     - 1935     MONUMENTED       CGS
 GZ0996  HISTORY     - 1950     GOOD             NGS
 GZ0996  HISTORY     - 1958     GOOD             NGS
 GZ0996
 GZ0996                          STATION DESCRIPTION
 GZ0996
 GZ0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0996'1.9 MI NE FROM EUBANK.
 GZ0996'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 GZ0996'RAILWAY STATION AT EUBANK, THENCE ABOUT 0.8 MILE NORTHEAST ALONG
 GZ0996'A DIRT ROAD, THENCE ABOUT 0.1 MILE NORTH ACROSS TIMBER, AT THE
 GZ0996'NORTHEAST EDGE OF A HILL TOP CLEARING, 253 FEET WEST OF RM NO. 1,
 GZ0996'150 FEET NORTHWEST OF THE STATION MARK, 33 FEET NORTHEAST OF A
 GZ0996'TRIANGULAR BLAZED 14-INCH OAK TREE, 5 FEET EAST OF A TRIANGULAR
 GZ0996'BLAZED TRIPLE TRUNK BLACK WALNUT TREE, 1 1/2 FEET SOUTHWEST OF A
 GZ0996'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GZ0996'PROJECTING 1 INCH.
 GZ0996
 GZ0996                          STATION RECOVERY (1958)
 GZ0996
 GZ0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2711 ***********************************************************************
 GZ2711  DESIGNATION -  DICKERSON 2
 GZ2711  PID         -  GZ2711
 GZ2711  STATE/COUNTY-  KY/RUSSELL
 GZ2711  USGS QUAD   -  DUNNVILLE (1970)
 GZ2711
 GZ2711                         *CURRENT SURVEY CONTROL
 GZ2711  ___________________________________________________________________
 GZ2711* NAD 83(1993)-  37 09 17.05075(N)    085 02 08.07775(W)     ADJUSTED  
 GZ2711* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 GZ2711  ___________________________________________________________________
 GZ2711  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 GZ2711  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GZ2711
 GZ2711  HORZ ORDER  -  SECOND
 GZ2711
 GZ2711.The horizontal coordinates were established by classical geodetic methods
 GZ2711.and adjusted by the National Geodetic Survey in December 1995..
 GZ2711
 GZ2711.The orthometric height was scaled from a topographic map.
 GZ2711
 GZ2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2711
 GZ2711.The geoid height was determined by GEOID03.
 GZ2711
 GZ2711;                    North         East     Units Scale Factor Converg.
 GZ2711;SPC KY1Z     - 1,091,406.091 1,563,461.222   MT  0.99998368   +0 26 19.1
 GZ2711;SPC KY1Z     - 3,580,721.48  5,129,455.69   sFT  0.99998368   +0 26 19.1
 GZ2711;SPC KY S     -   591,393.972   563,459.118   MT  0.99995028   +0 25 59.8
 GZ2711;SPC KY S     - 1,940,265.06  1,848,615.46   sFT  0.99995028   +0 25 59.8
 GZ2711;UTM  16      - 4,113,844.522   674,441.127   MT  0.99997486   +1 11 12.3
 GZ2711
 GZ2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2711!SPC KY1Z     -   0.99995444  x   0.99998368  =   0.99993812
 GZ2711!SPC KY S     -   0.99995444  x   0.99995028  =   0.99990472
 GZ2711!UTM  16      -   0.99995444  x   0.99997486  =   0.99992930
 GZ2711
 GZ2711|---------------------------------------------------------------------|
 GZ2711| PID    Reference Object                     Distance      Geod. Az  |
 GZ2711|                                                           dddmmss.s |
 GZ2711| GZ2712 DICKERSON                             3.829 METERS 07113     |
 GZ2711| CG8513 DICKERSON 2 RM 4                     44.885 METERS 14224     |
 GZ2711| GZ1440 TARTER 2                            APPROX. 9.2 KM 1885712.9 |
 GZ2711| CG8511 DICKERSON 2 AZ MK                                  2671823.1 |
 GZ2711| CG8512 DICKERSON 2 RM 3                     56.385 METERS 34411     |
 GZ2711|---------------------------------------------------------------------|
 GZ2711
 GZ2711                          SUPERSEDED SURVEY CONTROL
 GZ2711
 GZ2711  NAD 83(1986)-  37 09 17.06022(N)    085 02 08.08658(W) AD(       ) 2
 GZ2711  NAD 27      -  37 09 16.81300(N)    085 02 08.24700(W) AD(       ) 2
 GZ2711
 GZ2711.Superseded values are not recommended for survey control.
 GZ2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2711.See file dsdata.txt to determine how the superseded data were derived.
 GZ2711
 GZ2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG7444113845(NAD 83)
 GZ2711_MARKER: DS = TRIANGULATION STATION DISK
 GZ2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2711
 GZ2711  HISTORY     - Date     Condition        Report By
 GZ2711  HISTORY     - 1951     MONUMENTED       CGS
 GZ2711
 GZ2711                          STATION DESCRIPTION
 GZ2711
 GZ2711'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2711'STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF LIBERTY AND 7 MILES
 GZ2711'NORTHEAST OF RUSSELL SPRINGS ON THE WEST SIDE OF A NORTH-SOUTH
 GZ2711'GRAVELED ROAD AND ON LAND OWNED BY MR. L.T.DICKERSON AND OCCUPIED BY
 GZ2711'MR. ESCO CUNNINGHAM. IT IS 250 FEET SOUTH OF THE SOUTHEAST CORNER
 GZ2711'OF FRAME HOUSE, 206 FEET SOUTH OF A 16 INCH HICKORY TREE AND 30 FEET
 GZ2711'WEST OF THE CENTER OF NORTH-SOUTH ROAD. THE MARK IS SET
 GZ2711'14 INCHES BELOW THE GROUND SURFACE AND THE DISK STAMPED DICKERSON 2
 GZ2711'1951.
 GZ2711'
 GZ2711'REFERENCE MARK NO 3 IS 62 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GZ2711'FRAME HOUSE, 22 FEET SOUTH OF 16 INCH HICKORY TREE AND 19 FEET WEST
 GZ2711'OF THE CENTER OF NORTH-SOUTH ROAD. THE MARK PROJECTS ABOUT 4 INCHES
 GZ2711'AND THE DISK STAMPED DICKERSON 2 NO 3 1951.
 GZ2711'
 GZ2711'REFERENE MARK NO 4 IS 16 FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD
 GZ2711'AND 10 FEET SOUTH OF THE SOUTHWEST CORNER OF FIELD. THE MARK PROJECTS
 GZ2711'ABOUT 2 INCHES AND THE DISK STAMPED DICKERSON 2 NO 4 1951.
 GZ2711'
 GZ2711'THE AZIMUTH MARK IS 10 FEET NORTH OF THE NORTHEAST CORNER OF TOBACCO
 GZ2711'BARN SET IN OPEN FIELD. THE MARK IS SET FLUSH WITH THE GROUND
 GZ2711'SURFACE AND THE DISK STAMPED DICKERSON 2 1951.
 GZ2711'
 GZ2711'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 80 AND
 GZ2711'35 IN THE NORTHEAST EDGE OF RUSSELL SPRINGS, GO NORTHEAST ON
 GZ2711'STATE HIGHWAY NO. 35 FOR 3.4 MILES TO WEBBS CROSS ROADS POST OFFICE
 GZ2711'ON THE LEFT, CONTINUE NORTHEAST ON STATE HIGHWAY NO. 35 FOR 2.7
 GZ2711'MILES TO SIDE ROAD LEFT, BEAR LEFT AND GO NORTH ON WINDING GRAVELED
 GZ2711'ROAD FOR 0.9 MILE TO STATION ON THE WEST SIDE OF ROAD JUST BEFORE
 GZ2711'REACHING FRAME HOUSE ON LEFT AS DESCRIBED.
 GZ2711'
 GZ2711'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ACROSS OPEN FIELD
 GZ2711'FOR 0.15 MILE TO THE NORTHEAST CORNER OF TOBACCO BARN AND MARK AS
 GZ2711'DESCRIBED.
 GZ2711'
 GZ2711'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3151 ***********************************************************************
 GY3151  DESIGNATION -  DICKS
 GY3151  PID         -  GY3151
 GY3151  STATE/COUNTY-  KY/PIKE
 GY3151  USGS QUAD   -  MATEWAN (1992)
 GY3151
 GY3151                         *CURRENT SURVEY CONTROL
 GY3151  ___________________________________________________________________
 GY3151* NAD 83(1993)-  37 30 04.65052(N)    082 13 39.11143(W)     ADJUSTED  
 GY3151* NAVD 88     -       770.4    (meters)    2528.     (feet)  VERTCON   
 GY3151  ___________________________________________________________________
 GY3151  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 GY3151  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GY3151
 GY3151  HORZ ORDER  -  SECOND
 GY3151
 GY3151.The horizontal coordinates were established by classical geodetic methods
 GY3151.and adjusted by the National Geodetic Survey in December 1995..
 GY3151
 GY3151.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3151
 GY3151.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3151
 GY3151.The geoid height was determined by GEOID03.
 GY3151
 GY3151;                    North         East     Units Scale Factor Converg.
 GY3151;SPC KY1Z     - 1,135,500.547 1,811,373.604   MT  0.99992625   +2 09 45.6
 GY3151;SPC KY1Z     - 3,725,388.04  5,942,814.90   sFT  0.99992625   +2 09 45.6
 GY3151;SPC KY S     -   635,419.584   811,382.683   MT  0.99994964   +2 08 10.5
 GY3151;SPC KY S     - 2,084,705.75  2,662,011.35   sFT  0.99994964   +2 08 10.5
 GY3151;UTM  17      - 4,151,192.302   391,498.148   MT  0.99974501   -0 44 50.5
 GY3151
 GY3151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3151!SPC KY1Z     -   0.99988405  x   0.99992625  =   0.99981031
 GY3151!SPC KY S     -   0.99988405  x   0.99994964  =   0.99983370
 GY3151!UTM  17      -   0.99988405  x   0.99974501  =   0.99962909
 GY3151
 GY3151:                Primary Azimuth Mark                     Grid Az
 GY3151:SPC KY1Z     -  DICKS RM 1 AZIMUTH                       014 55 25.3
 GY3151:SPC KY S     -  DICKS RM 1 AZIMUTH                       014 57 00.4
 GY3151:UTM  17      -  DICKS RM 1 AZIMUTH                       017 50 01.4
 GY3151
 GY3151|---------------------------------------------------------------------|
 GY3151| PID    Reference Object                     Distance      Geod. Az  |
 GY3151|                                                           dddmmss.s |
 GY3151| DB9194 DICKS RM 1 AZIMUTH                                 0170510.9 |
 GY3151| GY3150 BERWIND LAND COMPANY MARK             5.399 METERS 01708     |
 GY3151| DB9197 DICKS RM 4                            6.203 METERS 01744     |
 GY3151| DB9195 DICKS RM 2                            3.456 METERS 11714     |
 GY3151| GY3149 DICKS STATE SFS LOT                  36.390 METERS 17743     |
 GY3151| GY3186 CARD RESET                          APPROX.17.7 KM 1981744.8 |
 GY3151| DB9196 DICKS RM 3                           13.180 METERS 19819     |
 GY3151|---------------------------------------------------------------------|
 GY3151
 GY3151                          SUPERSEDED SURVEY CONTROL
 GY3151
 GY3151  NAD 83(1993)-  37 30 04.65815(N)    082 13 39.11663(W) AD(       ) 2
 GY3151  NAD 83(1986)-  37 30 04.65884(N)    082 13 39.11911(W) AD(       ) 2
 GY3151  NAD 27      -  37 30 04.27915(N)    082 13 39.61839(W) AD(       ) 2
 GY3151  NGVD 29 (07/19/86)  770.6    (m)         2528.     (f) VERT ANG       
 GY3151
 GY3151.Superseded values are not recommended for survey control.
 GY3151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3151.See file dsdata.txt to determine how the superseded data were derived.
 GY3151
 GY3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB9149851192(NAD 83)
 GY3151_MARKER: DS = TRIANGULATION STATION DISK
 GY3151_SETTING: 80 = SET IN A BOULDER
 GY3151_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GY3151
 GY3151  HISTORY     - Date     Condition        Report By
 GY3151  HISTORY     - 1933     MONUMENTED       CGS
 GY3151  HISTORY     - 1934     GOOD             CGS
 GY3151  HISTORY     - 1957     GOOD             CGS
 GY3151  HISTORY     - 1963     GOOD             CGS
 GY3151
 GY3151                          STATION DESCRIPTION
 GY3151
 GY3151'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GY3151'STATION IS ON THE HIGHEST POINT OF THE MOUNTAIN, LOCALLY KNOWN AS
 GY3151'DICKS KNOB, BETWEEN PETER CREEK (OF TUG RIVER), AND JOHNS CREEK
 GY3151'(OF LEVISA FORK).
 GY3151'
 GY3151'STATION IS LOCATED ON THE NORTHERN EXTREMITY OF A SERIES OF PROMINENT
 GY3151'BOULDERS FORMING THE SUMMIT.
 GY3151'
 GY3151'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GY3151'DEPRESSIONS IN BOULDERS.
 GY3151'
 GY3151'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS N FROM THE STATION ON THE
 GY3151'SECOND OF TWO LARGE BOULDERS, CLOSELY CONNECTED.
 GY3151'
 GY3151'REFERENCE MARK NO. 2 IS ESE FROM THE STATION, ON THE SAME BOULDER AS
 GY3151'THE STATION AND ABOUT 2 FEET LOWER.
 GY3151'
 GY3151'REFERENCE MARK NO. 3 IS S OF THE STATION, AT THE EDGE OF THE ROCK
 GY3151'LEDGE ON WHICH THE STATION IS LOCATED, AND SLIGHTLY LOWER THAN THE
 GY3151'STATION.
 GY3151'
 GY3151'TO REACH FROM THE POST OFFICE AT PHELPS, TAKE THE MAIN HIGHWAY N
 GY3151'ALONG THE LEFT FORK OF PETERS CREEK, 0.05 MILE AND TURN LEFT ACROSS
 GY3151'THE CREEK.  FOLLOW THE MAIN HIGHWAY W ALONG THE RIGHT FORK OF PETERS
 GY3151'CREEK, 6.6 MILES TO PETERS CREEK GAP.  HERE, TAKE TRAIL N UP STEEP
 GY3151'HILL TO THE TOP OF THE RIDGE AND FOLLOW THE RIDGE TO THE STATION,
 GY3151'ABOUT 2 MILES DISTANT.
 GY3151'
 GY3151'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GY3151
 GY3151                          STATION RECOVERY (1934)
 GY3151
 GY3151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GY3151'THE STATION, TWO REFERENCE, AND AZIMUTH MARKS, WERE RECOVERED IN GOOD
 GY3151'CONDITION, AS DESCRIBED.
 GY3151'
 GY3151'A 4-FOOT INSTRUMENT STAND WAS USED AND CLEARED ALL LINES.
 GY3151'
 GY3151'NOTE- THERE IS A USGS STATION VERY NEAR THE USC AND GS STATION.  AT
 GY3151'THE TIME THAT THE USC AND GS STATION WAS ESTABLISHED, NO
 GY3151'DESCRIPTION OF THE USGS STATION WAS AVAILABLE, SO IT IS NOT KNOWN
 GY3151'WHETHER THE TWO STATIONS ARE LOCATED AT THE SAME POINT.  USC AND GS
 GY3151'STATION DICKS WAS MARKED BY THE BERWIND LAND COMPANY.
 GY3151
 GY3151                          STATION RECOVERY (1957)
 GY3151
 GY3151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3151'THE STATION MARK, REFERENCE MARK NO. 2, AND THE PLUG LEADED IN A
 GY3151'DRILL HOLE IN A BOULDER WERE RECOVERED AND FOUND TO BE IN GOOD
 GY3151'CONDITION.  REFERENCE MARKS NOS. 1 AND 3 WERE FOUND TO BE DESTROYED.
 GY3151'A NEW REFERENCE MARK NO. 4 WAS SET.
 GY3151'
 GY3151'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS- THE STATION IS ABOUT 3
 GY3151'MILES NORTHWEST OF COLEMEN AND 6 MILES WEST OF PHELPS, AND 119 FEET
 GY3151'NORTH OF THE DICKS STATE FOREST SERVICE LOOKOUT TOWER, ON THE HIGHEST
 GY3151'POINT OF THE MOUNTAIN.
 GY3151'
 GY3151'TO REACH FROM THE POST OFFFICE IN PHELPS, GO NORTH ON THE BLACK TOP
 GY3151'ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT, CROSS
 GY3151'BRIDGE AND GO 0.05 MILE, THENCE RIGHT ACROSS ANOTHER BRIDGE AND THEN
 GY3151'TURN LEFT AND GO WESTERLY ON A BLACK TOP ROAD FOR 3.1 MILES TO A
 GY3151'SIDE ROAD ON THE RIGHT.  KEEP STRAIGHT AHEAD, GO 0.4 MILE TO A SIDE
 GY3151'ROAD ON THE LEFT AT A CHURCH.  KEEP STRAIGHT AHEAD, GO 3.45 MILES
 GY3151'TO WHERE THE ROAD CROSSES OVER RIDGE IN A GAP.  TURN RIGHT, LEAVING
 GY3151'THE MAIN ROAD AND GO UP HILL ON A NARROW ROAD FOR 1.45 MILES TO THE
 GY3151'END OF TRUCK TRAVEL.  PACK WESTERLY AND NORTH UP TRAIL TO THE HIGHEST
 GY3151'PART OF MOUNTAIN WHICH IS ABOUT 30 YARDS NORTH OF THE LOOKOUT TOWER
 GY3151'AND THE STATION.  ABOUT A 10 MINUTE PACK.
 GY3151'
 GY3151'STATION MARK IS A STANDARD DISK STAMPED DICKS 1933, CEMENTED IN A
 GY3151'DRILL HOLE IN A BOULDER. THE BOULDER IS ABOUT 8 FEET IN LENGTH, 5
 GY3151'FEET IN WIDTH AND PROJECTS ABOUT 18 INCHES ABOVE THE SERIES OF
 GY3151'BOULDERS FORMING THE SUMMIT.
 GY3151'
 GY3151'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DICKS NO 2 1933, IS
 GY3151'CEMENTED IN A DRILL HOLE AT THE EAST EDGE OF THE ROCK LEDGE.  IT IS
 GY3151'ABOUT 1-1/2 FEET LOWER THAN STATION.
 GY3151'
 GY3151'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED DICKS NO 4 1933, IS
 GY3151'CEMENTED IN A DRILL HOLE IN THE CENTER OF A LARGE BOULDER WHICH
 GY3151'IS ABOUT 10 FEET IN DIAMETER.  IT IS ABOUT 2 FEET LOWER THAN STATION.
 GY3151'
 GY3151'THE BERWIND LAND COMPANY PLUG IS ABOUT 2 FEET SOUTHWEST OF REFERENCE
 GY3151'MARK NO. 4 AND IN THE SAME BOULDER.
 GY3151'
 GY3151'NOTE- A 4 FT. STAND WAS USED.
 GY3151
 GY3151                          STATION RECOVERY (1963)
 GY3151
 GY3151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GY3151'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 4 AND THE
 GY3151'PLUG LEADED IN A DRILL HOLE WERE RECOVERED IN GOOD CONDITION.  THE
 GY3151'1957 DESCRIPTION IS ADEQUATE.  DUE TO ROAD CHANGES A NEW TO REACH
 GY3151'FOLLOWS.
 GY3151'
 GY3151'TO REACH THE STATION FROM THE POST OFFICE IN PHELPS, GO NORTH ON
 GY3151'STATE ROUTE 194 FOR 0.5 MILE TO A SIDE ROAD LEFT, STATE ROUTE
 GY3151'199, TURN LEFT ON STATE ROUTE 199 CROSSING A BRIDGE AND GO 3.5 MILES
 GY3151'TO A SIDE ROAD LEFT, CONTINUE ON STATE ROUTE 199 FOR 3.45 MILES TO A
 GY3151'SIDE ROAD ON THE RIGHT, MAIN ROAD CROSSES OVER RIDGE AT THIS POINT,
 GY3151'TURN RIGHT ON NARROW ROAD UP HILL AND GO 1.55 MILES TO LOOKOUT
 GY3151'TOWER AND STATION.
 GY3151'
 GY3151'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3149 ***********************************************************************
 GY3149  DESIGNATION -  DICKS STATE SFS LOT
 GY3149  PID         -  GY3149
 GY3149  STATE/COUNTY-  KY/PIKE
 GY3149  USGS QUAD   -  MATEWAN (1992)
 GY3149
 GY3149                         *CURRENT SURVEY CONTROL
 GY3149  ___________________________________________________________________
 GY3149* NAD 83(1993)-  37 30 03.47109(N)    082 13 39.05251(W)     ADJUSTED  
 GY3149* NAVD 88     -                                                        
 GY3149  ___________________________________________________________________
 GY3149  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 GY3149  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GY3149
 GY3149  HORZ ORDER  -  THIRD
 GY3149
 GY3149.The horizontal coordinates were established by classical geodetic methods
 GY3149.and adjusted by the National Geodetic Survey in December 1995..
 GY3149
 GY3149
 GY3149.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3149
 GY3149.The geoid height was determined by GEOID03.
 GY3149
 GY3149;                    North         East     Units Scale Factor Converg.
 GY3149;SPC KY1Z     - 1,135,464.268 1,811,376.422   MT  0.99992629   +2 09 45.6
 GY3149;SPC KY1Z     - 3,725,269.02  5,942,824.14   sFT  0.99992629   +2 09 45.6
 GY3149;SPC KY S     -   635,383.303   811,385.485   MT  0.99994963   +2 08 10.5
 GY3149;SPC KY S     - 2,084,586.72  2,662,020.55   sFT  0.99994963   +2 08 10.5
 GY3149;UTM  17      - 4,151,155.934   391,499.120   MT  0.99974501   -0 44 50.5
 GY3149
 GY3149                          SUPERSEDED SURVEY CONTROL
 GY3149
 GY3149  NAD 83(1993)-  37 30 03.47872(N)    082 13 39.05771(W) AD(       ) 4
 GY3149  NAD 83(1986)-  37 30 03.47941(N)    082 13 39.06014(W) AD(       ) 4
 GY3149  NAD 27      -  37 30 03.09970(N)    082 13 39.55951(W) AD(       ) 3
 GY3149
 GY3149.Superseded values are not recommended for survey control.
 GY3149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3149.See file dsdata.txt to determine how the superseded data were derived.
 GY3149
 GY3149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB9149951156(NAD 83)
 GY3149_MARKER: 57 = LOOKOUT TOWER
 GY3149
 GY3149  HISTORY     - Date     Condition        Report By
 GY3149  HISTORY     - 1957     FIRST OBSERVED   CGS
 GY3149
 GY3149                          STATION DESCRIPTION
 GY3149
 GY3149'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3149'THE STATION IS ABOUT 8-1/2 MILES BY ROAD WEST-NORTHWEST OF PHELPS,
 GY3149'BETWEEN PETERS CREEK AND JOHNS CREEK, ON A MOUNTAIN KNOWN LOCALLY
 GY3149'AS DICKS KNOB.
 GY3149'
 GY3149'THE LOOKOUT TOWER IS A SQUARE METAL CABIN ATOP A 4-LEGGED STRUCTURE
 GY3149'ABOUT 75 FEET IN HEIGHT.
 GY3149'
 GY3149'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DICKS,
 GY3149'DISTANCE BEING 119.39 FEET (36.390 METERS) SOUTH OF STATION
 GY3149'DICKS TO CENTER AT BASE OF TOWER.
 GY3149'
 GY3149'NOTE- DISTANCE WAS COMPUTED FROM SLOPE DISTANCE AND VERTICAL ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2384 ***********************************************************************
 HY2384  DESIGNATION -  DITNEY
 HY2384  PID         -  HY2384
 HY2384  STATE/COUNTY-  KY/MORGAN
 HY2384  USGS QUAD   -  WRIGLEY (1993)
 HY2384
 HY2384                         *CURRENT SURVEY CONTROL
 HY2384  ___________________________________________________________________
 HY2384* NAD 83(1993)-  38 02 16.47808(N)    083 20 17.49904(W)     ADJUSTED  
 HY2384* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 HY2384  ___________________________________________________________________
 HY2384  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 HY2384  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HY2384
 HY2384  HORZ ORDER  -  SECOND
 HY2384
 HY2384.The horizontal coordinates were established by classical geodetic methods
 HY2384.and adjusted by the National Geodetic Survey in December 1995..
 HY2384
 HY2384.The orthometric height was scaled from a topographic map.
 HY2384
 HY2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2384
 HY2384.The geoid height was determined by GEOID03.
 HY2384
 HY2384;                    North         East     Units Scale Factor Converg.
 HY2384;SPC KY1Z     - 1,191,914.010 1,711,682.888   MT  0.99990890   +1 28 50.7
 HY2384;SPC KY1Z     - 3,910,471.21  5,615,746.28   sFT  0.99990890   +1 28 50.7
 HY2384;SPC KY N     -    60,102.383   580,042.795   MT  0.99998998   +0 34 01.9
 HY2384;SPC KY N     -   197,185.90  1,903,023.74   sFT  0.99998998   +0 34 01.9
 HY2384;UTM  17      - 4,212,602.012   294,804.683   MT  1.00011860   -1 26 28.5
 HY2384
 HY2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2384!SPC KY1Z     -   0.99994784  x   0.99990890  =   0.99985674
 HY2384!SPC KY N     -   0.99994784  x   0.99998998  =   0.99993782
 HY2384!UTM  17      -   0.99994784  x   1.00011860  =   1.00006643
 HY2384
 HY2384|---------------------------------------------------------------------|
 HY2384| PID    Reference Object                     Distance      Geod. Az  |
 HY2384|                                                           dddmmss.s |
 HY2384| DB9199 DITNEY RM 1                          16.432 METERS 05623     |
 HY2384| DB9198 DITNEY AZ MK                                       1425918.4 |
 HY2384| DB9200 DITNEY RM 2                          12.927 METERS 32950     |
 HY2384|---------------------------------------------------------------------|
 HY2384
 HY2384                          SUPERSEDED SURVEY CONTROL
 HY2384
 HY2384  NAD 83(1986)-  38 02 16.48417(N)    083 20 17.50481(W) AD(       ) 2
 HY2384  NAD 27      -  38 02 16.18100(N)    083 20 17.85700(W) AD(       ) 2
 HY2384
 HY2384.Superseded values are not recommended for survey control.
 HY2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2384.See file dsdata.txt to determine how the superseded data were derived.
 HY2384
 HY2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC9480512602(NAD 83)
 HY2384_MARKER: DS = TRIANGULATION STATION DISK
 HY2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2384
 HY2384  HISTORY     - Date     Condition        Report By
 HY2384  HISTORY     - 1949     MONUMENTED       CGS
 HY2384  HISTORY     - 1964     GOOD             THOMAS
 HY2384
 HY2384                          STATION DESCRIPTION
 HY2384
 HY2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2384'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF MOREHEAD AND 4
 HY2384'MILES NORTHWEST OF WRIGLEY AND ABOAUT 1 MILE SOUTH OF DITNEY SCHOOL.
 HY2384'IT IS 3 FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 HY2384'FENCE LINE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS
 HY2384'STAMPED DITNEY 1949.
 HY2384'
 HY2384'REFERENCE MARK NO.1 IS 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 HY2384'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED DITNEY NO 1 1949.
 HY2384'
 HY2384'REFERENCE MARK NO.2 IS 40 FEET NORTHWEST OF A WHITE WITNESS POST.
 HY2384'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED DITNEY NO 2
 HY2384'1949.
 HY2384'
 HY2384'AZIMUTH MARK IS ABOUT 90 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 HY2384'SMALL CEMETERY, 38 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 15 FEET
 HY2384'EAST OF THE CENTER OF A DIRT ROAD, 11 FEET WEST OF A DOUBLE 10 INCH
 HY2384'HICKORY TREE AND 3 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 HY2384'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED DITNEY 1949.
 HY2384'
 HY2384'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 173 AND 7
 HY2384'WHICH IS ABOUT MIDWAY BETWEEN SANDY HOOK AND WRIGLEY, GO SOUTHWEST ON
 HY2384'STATE HIGHWAY 7 FOR 5.5 MILES TO THE CROSSROADS IN WRIGLEY, TURN
 HY2384'RIGHT AND GO NORTHWEST ON ROCK ROAD FOR 1.2 MILES TO A WOODEN BRIDGE
 HY2384'AND A FORK IN THE ROAD JUST AFTER CROSSING BRIDGE, TURN SHARP LEFT
 HY2384'AND FOLLOW ROCK ROAD UP THE HILL AND ALONG RIDGE FOR 3.5 FOLLOWING
 HY2384'THE MAIN TRAVELED ROAD TO THE TOWN OF BLAZE, THIS ROAD IS ROCK FOR
 HY2384'ABOUT 2 MILES AND THEN BECOMES DIRT ROAD, AT BLAZE TURN RIGHT AT T
 HY2384'ROAD, CROSSING A CONCRETE WALK AND FOLLOW CREEK BED AND VALLEY ROAD
 HY2384'IN A NORTHERLY DIRECTION FOR 1.3 MILES TO A T ROAD SHARP LEFT AND THE
 HY2384'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE ON DIRT ROAD FOR
 HY2384'0.3 MILE TO THE TOP OF THE NEXT RIDGE AND A BREAK IN THE FENCE ON
 HY2384'THE LEFT, TURN LEFT AND FOLLOW WOODS ROAD FOR ABOUT 0.15 MILE TO THE
 HY2384'HIGHEAST POINT OF THE HILL AND THE STATION AS DESCRIBED.  STATION
 HY2384'CAN BE LOCATED BY FOLLOWING ALONG THE EAST WEST FENCE LINE WHEN
 HY2384'TURNING OFF THE MAIN TRAVELED ROAD.
 HY2384'
 HY2384'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HY2384
 HY2384                          STATION RECOVERY (1964)
 HY2384
 HY2384'RECOVERY NOTE BY THOMAS ENG AND SURV 1964 (HBW)
 HY2384'DITNEY 1949 RECOVERED UNDISTRUBED.
 HY2384'
 HY2384'DITNEY NO. 1 1949 RECOVERED UNDISTURBED.
 HY2384'
 HY2384'DITNEY NO. 2 1949 RECOVERED UNDISTRUBED.
 HY2384'
 HY2384'DITNEY 1949 (AZ MK) RECOVERED UNDISTURBED.
 HY2384'
 HY2384'FOUND AS DESCRIBED, WOODS ROAD GROWN UP BUT PASSABLE WITH JEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1699 ***********************************************************************
 HA1699  DESIGNATION -  DIXON
 HA1699  PID         -  HA1699
 HA1699  STATE/COUNTY-  KY/WEBSTER
 HA1699  USGS QUAD   -  DIXON (1969)
 HA1699
 HA1699                         *CURRENT SURVEY CONTROL
 HA1699  ___________________________________________________________________
 HA1699* NAD 83(1993)-  37 30 05.87148(N)    087 42 45.11444(W)     ADJUSTED  
 HA1699* NAVD 88     -       173.64   (+/-2cm)     569.7    (feet)  VERTCON   
 HA1699  ___________________________________________________________________
 HA1699  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 HA1699  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 HA1699
 HA1699  HORZ ORDER  -  THIRD
 HA1699  VERT ORDER  -  THIRD ? (See Below)
 HA1699
 HA1699.The horizontal coordinates were established by classical geodetic methods
 HA1699.and adjusted by the National Geodetic Survey in December 1995..
 HA1699
 HA1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1699.The vertical order pertains to the NGVD 29 superseded value.
 HA1699
 HA1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1699
 HA1699.The geoid height was determined by GEOID03.
 HA1699
 HA1699;                    North         East     Units Scale Factor Converg.
 HA1699;SPC KY1Z     - 1,131,485.501 1,326,491.624   MT  0.99992621   -1 12 17.7
 HA1699;SPC KY1Z     - 3,712,215.35  4,351,997.94   sFT  0.99992621   -1 12 17.7
 HA1699;SPC KY S     -   631,453.926   326,487.245   MT  0.99994966   -1 11 24.7
 HA1699;SPC KY S     - 2,071,695.09  1,071,150.24   sFT  0.99994966   -1 11 24.7
 HA1699;UTM  16      - 4,150,760.698   437,020.208   MT  0.99964886   -0 26 01.7
 HA1699
 HA1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1699!SPC KY1Z     -   0.99997747  x   0.99992621  =   0.99990368
 HA1699!SPC KY S     -   0.99997747  x   0.99994966  =   0.99992713
 HA1699!UTM  16      -   0.99997747  x   0.99964886  =   0.99962634
 HA1699
 HA1699:                Primary Azimuth Mark                     Grid Az
 HA1699:SPC KY1Z     -  DIXON MUNICIPAL TANK                     051 29 43.4
 HA1699:SPC KY S     -  DIXON MUNICIPAL TANK                     051 28 50.4
 HA1699:UTM  16      -  DIXON MUNICIPAL TANK                     050 43 27.4
 HA1699
 HA1699|---------------------------------------------------------------------|
 HA1699| PID    Reference Object                     Distance      Geod. Az  |
 HA1699|                                                           dddmmss.s |
 HA1699| HA1698 DIXON MUNICIPAL TANK                APPROX. 2.6 KM 0501725.7 |
 HA1699| CG8526 DIXON RM 1                           26.325 METERS 06602     |
 HA1699| CG8528 DIXON RM 3                                         07207     |
 HA1699| HA1627 JONES                               APPROX. 9.3 KM 1293050.7 |
 HA1699| CG8527 DIXON RM 2                           18.711 METERS 15535     |
 HA1699|---------------------------------------------------------------------|
 HA1699
 HA1699                          SUPERSEDED SURVEY CONTROL
 HA1699
 HA1699  NAD 83(1986)-  37 30 05.88024(N)    087 42 45.11807(W) AD(       ) 3
 HA1699  NAD 27      -  37 30 05.72263(N)    087 42 45.08405(W) AD(       ) 3
 HA1699  NGVD 29 (07/19/86)  173.73   (m)          570.0    (f) LEVELING    3  
 HA1699
 HA1699.Superseded values are not recommended for survey control.
 HA1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1699.See file dsdata.txt to determine how the superseded data were derived.
 HA1699
 HA1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3702050761(NAD 83)
 HA1699_MARKER: DS = TRIANGULATION STATION DISK
 HA1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1699
 HA1699  HISTORY     - Date     Condition        Report By
 HA1699  HISTORY     - 1962     MONUMENTED       CGS
 HA1699  HISTORY     - 19901203 GOOD             USPSQD
 HA1699
 HA1699                          STATION DESCRIPTION
 HA1699
 HA1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1699'NO PICTURE POINT AVAILABLE.
 HA1699'
 HA1699'THE STATION IS ABOUT 1 MILE SOUTHWEST OF DIXON, 0.05 MILE SOUTHWEST
 HA1699'OF THE INTERSECTION OF U.S. HIGHWAY 41A AND STATE HIGHWAY 132 AND
 HA1699'ON THE HIGHWAY RIGHT-OF-WAY. IT IS 36 FEET NORTHWEST OF THE
 HA1699'CENTERLINE OF STATE HIGHWAY 132, 61 FEET NORTHWEST OF A POWER
 HA1699'POLE, 63 FEET NORTHWEST OF A WITNESS POST, 66 FEET SOUTHWEST OF A 16
 HA1699'INCH MAPLE TREE AND 106 FEET SOUTHWEST OF THE CENTERLINE OF A
 HA1699'GRAVELED DRIVEWAY. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HA1699'DIXON 1962.
 HA1699'
 HA1699'TO REACH FROM THE POST OFFICE IN DIXON, GO SOUTHERLY ON U.S. HIGHWAY
 HA1699'41A AND STATE HIGHWAY 132 FOR 1.6 MILES TO WHERE STATE HIGHWAY 132
 HA1699'TURNS RIGHT AND REFERENCE MARK 3 IN THE SOUTHWEST ANGLE OF THE
 HA1699'INTERSECTION. TURN RIGHT AND GO SOUTHWEST ON STATE HIGHWAY
 HA1699'132 FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 HA1699'
 HA1699'REFERENCE MARK 1 IS 19 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HA1699'DRIVEWAY, 23 FEET NORTHEAST OF A 16 INCH MAPLE TREE AND 37 FEET
 HA1699'NORTHWEST OF THE CENTERLINE OF HIGHWAY 132. THE MONUMENT IS FLUSH AND
 HA1699'THE DISK IS STAMPED DIXON NO. 1 1962.
 HA1699'
 HA1699'REFERENCE MARK 2 IS 2 FEET NORTHEAST OF A POWER POLE, 2 FEET
 HA1699'NORTHWEST OF THE WITNESS POST AND 25 FEET SOUTHEAST OF THE
 HA1699'CENTERLINE OF HIGHWAY 132. THE MONUMENT PROJECTS 2 INCHES AND THE
 HA1699'DISK IS STAMPED DIXON NO. 2 1962.
 HA1699'
 HA1699'REFERENCE MARK 3 IS 2 FEET SOUTHWEST OF A STOP SIGN, 17 FEET
 HA1699'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 132 AND 36 FEET
 HA1699'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 41A. THE MONUMENT
 HA1699'PROJECTS 2 INCHES AND THE DISK IS STAMPED DIXON NO.  3 1962.
 HA1699'
 HA1699'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HA1699
 HA1699                          STATION RECOVERY (1990)
 HA1699
 HA1699'RECOVERY NOTE BY US POWER SQUADRON 1990 (GDC)
 HA1699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3273 ***********************************************************************
 GY3273  DESIGNATION -  DIXON KNOB LOOKOUT TOWER 1950
 GY3273  PID         -  GY3273
 GY3273  STATE/COUNTY-  KY/PERRY
 GY3273  USGS QUAD   -  VICCO (1992)
 GY3273
 GY3273                         *CURRENT SURVEY CONTROL
 GY3273  ___________________________________________________________________
 GY3273* NAD 83(1993)-  37 09 30.62434(N)    083 03 10.44075(W)     ADJUSTED  
 GY3273* NAVD 88     -                                                        
 GY3273  ___________________________________________________________________
 GY3273  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 GY3273  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GY3273
 GY3273  HORZ ORDER  -  THIRD
 GY3273
 GY3273.The horizontal coordinates were established by classical geodetic methods
 GY3273.and adjusted by the National Geodetic Survey in December 1995..
 GY3273
 GY3273
 GY3273.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3273
 GY3273.The geoid height was determined by GEOID03.
 GY3273
 GY3273;                    North         East     Units Scale Factor Converg.
 GY3273;SPC KY1Z     - 1,095,043.297 1,739,536.650   MT  0.99998286   +1 39 21.3
 GY3273;SPC KY1Z     - 3,592,654.55  5,707,129.83   sFT  0.99998286   +1 39 21.3
 GY3273;SPC KY S     -   594,991.755   739,529.607   MT  0.99995008   +1 38 08.5
 GY3273;SPC KY S     - 1,952,068.78  2,426,273.39   sFT  0.99995008   +1 38 08.5
 GY3273;UTM  17      - 4,114,429.320   317,710.226   MT  1.00000936   -1 14 25.2
 GY3273
 GY3273                          SUPERSEDED SURVEY CONTROL
 GY3273
 GY3273  NAD 83(1993)-  37 09 30.63261(N)    083 03 10.44145(W) AD(       ) 4
 GY3273  NAD 83(1986)-  37 09 30.63211(N)    083 03 10.44691(W) AD(       ) 4
 GY3273  NAD 27      -  37 09 30.28700(N)    083 03 10.85100(W) AD(       ) 3
 GY3273
 GY3273.Superseded values are not recommended for survey control.
 GY3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3273.See file dsdata.txt to determine how the superseded data were derived.
 GY3273
 GY3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB1771014429(NAD 83)
 GY3273_MARKER: 57 = LOOKOUT TOWER
 GY3273
 GY3273  HISTORY     - Date     Condition        Report By
 GY3273  HISTORY     - 1950     FIRST OBSERVED   CGS
 GY3273
 GY3273                          STATION DESCRIPTION
 GY3273
 GY3273'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3273'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF HAZARD AND 4 MILES
 GY3273'SOUTH OF VICCO ON A HIGH HILL LOCALLY KNOWN AS DIXON KNOB.  IT IS
 GY3273'ABOUT 50 FEET TALL OF WOOD CONSTRUCTION, HAS 4 LEGS AND A SQUARE
 GY3273'ENCLOSED OBSERVATION PLATFORM ON TOP.  A TRAVERSE CONNECTION WAS
 GY3273'MADE FROM TRIANGULATION STATION DIXON KNOB TO THE BASE OF TOWER.  THE
 GY3273'DISTANCE WAS 24.01 FEET, 7.318 METERS.
 GY3273'
 GY3273'TO REACH STATION FROM HAZARD, GO SOUTHEAST ON STATE HIGHWAY 15 FOR
 GY3273'ABOUT 7 MILES TO THE JUNCTION OF STATE HIGHWAY 7 IN THE LITTLE
 GY3273'VILLAGE OF JEFF, TURN RIGHT ON HIGHWAY 7 AND GO 8.1 MILES TO A FOOT
 GY3273'BRIDGE LEFT ACROSS RIVER, CONTINUE STRAIGHT AHEAD ON HIGHWAY
 GY3273'FOR 0.2 MILE TO A DIM ROAD LEFT, TURN LEFT ON DIM ROAD AND GO 0.25
 GY3273'MILE SOUTH CROSSING RIVER TO RAILROAD TRACK, CROSS TRACK AND TURN
 GY3273'RIGHT, FOLLOW DIM ROAD 1.05 MILE TO A ROAD FORK, TAKE LEFT FORK AND
 GY3273'GO 0.5 MILE TO WHERE ROAD MAKES SHARP TURN RIGHT UP HILL, TURN RIGHT
 GY3273'AND GO 0.9 MILE TO A POLE GATE, BARE LEFT UP HILL FOR 0.1 MILE TO
 GY3273'ANOTHER GATE, TURN RIGHT AND FOLLOW WOODS ROAD FOR 0.7 MILE TO TOP OF
 GY3273'HILL AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3272 ***********************************************************************
 GY3272  DESIGNATION -  DIXON KNOB RESET
 GY3272  PID         -  GY3272
 GY3272  STATE/COUNTY-  KY/PERRY
 GY3272  USGS QUAD   -  VICCO (1992)
 GY3272
 GY3272                         *CURRENT SURVEY CONTROL
 GY3272  ___________________________________________________________________
 GY3272* NAD 83(1993)-  37 09 30.47787(N)    083 03 10.67416(W)     ADJUSTED  
 GY3272* NAVD 88     -       664.     (meters)    2178.     (feet)  SCALED    
 GY3272  ___________________________________________________________________
 GY3272  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 GY3272  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GY3272
 GY3272  HORZ ORDER  -  THIRD
 GY3272
 GY3272.The horizontal coordinates were established by classical geodetic methods
 GY3272.and adjusted by the National Geodetic Survey in December 1995..
 GY3272
 GY3272.The orthometric height was scaled from a topographic map.
 GY3272
 GY3272.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3272
 GY3272.The geoid height was determined by GEOID03.
 GY3272
 GY3272;                    North         East     Units Scale Factor Converg.
 GY3272;SPC KY1Z     - 1,095,038.617 1,739,531.024   MT  0.99998287   +1 39 21.1
 GY3272;SPC KY1Z     - 3,592,639.20  5,707,111.37   sFT  0.99998287   +1 39 21.1
 GY3272;SPC KY S     -   594,987.077   739,523.979   MT  0.99995008   +1 38 08.3
 GY3272;SPC KY S     - 1,952,053.44  2,426,254.92   sFT  0.99995008   +1 38 08.3
 GY3272;UTM  17      - 4,114,424.930   317,704.371   MT  1.00000938   -1 14 25.4
 GY3272
 GY3272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3272!SPC KY1Z     -   0.99990073  x   0.99998287  =   0.99988360
 GY3272!SPC KY S     -   0.99990073  x   0.99995008  =   0.99985081
 GY3272!UTM  17      -   0.99990073  x   1.00000938  =   0.99991011
 GY3272
 GY3272|---------------------------------------------------------------------|
 GY3272| PID    Reference Object                     Distance      Geod. Az  |
 GY3272|                                                           dddmmss.s |
 GY3272| AI6900 DIXON KNOB RM 1                      22.645 METERS 03141     |
 GY3272| GY3273 DIXON KNOB LOOKOUT TOWER 1950         7.318 METERS 05154     |
 GY3272| AI6901 DIXON KNOB RM 2                      20.083 METERS 24044     |
 GY3272| GY3276 BUFFALO                             APPROX.12.3 KM 2882721.8 |
 GY3272|---------------------------------------------------------------------|
 GY3272
 GY3272                          SUPERSEDED SURVEY CONTROL
 GY3272
 GY3272  NAD 83(1993)-  37 09 30.48615(N)    083 03 10.67485(W) AD(       ) 3
 GY3272  NAD 83(1986)-  37 09 30.48565(N)    083 03 10.68031(W) AD(       ) 3
 GY3272  NAD 27      -  37 09 30.14100(N)    083 03 11.08400(W) AD(       ) 3
 GY3272
 GY3272.Superseded values are not recommended for survey control.
 GY3272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3272.See file dsdata.txt to determine how the superseded data were derived.
 GY3272
 GY3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB1770414425(NAD 83)
 GY3272_MARKER: DS = TRIANGULATION STATION DISK
 GY3272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3272_STAMPING: DIXON KNOB 1950 1982
 GY3272_MARK LOGO: NGS   
 GY3272_PROJECTION: PROJECTING 1 CENTIMETERS
 GY3272_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY3272
 GY3272  HISTORY     - Date     Condition        Report By
 GY3272  HISTORY     - 1982     MONUMENTED       NGS
 GY3272
 GY3272                          STATION DESCRIPTION
 GY3272
 GY3272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GY3272'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION.  THE SURFACE
 GY3272'STATION MARK WAS FOUND DESTROYED.  REFERENCE MARKS 1 AND 2 WERE NOT
 GY3272'FOUND AND THOUGHT DESTROYED WHEN THE OLD LOOKOUT TOWER WAS TORN DOWN.
 GY3272'A NEW SUFRACE STATION MARK, REFERENCE MARKS 3 AND 4 WERE SET. THERE
 GY3272'WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK.  THE REFERENCE MARKS WERE
 GY3272'SET TO HELP IN THE FUTURE RECOVERY OF THE STATION ONLY.  A NEW
 GY3272'DESCRIPTION FOLLOWS.
 GY3272'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) SOUTHEAST OF HAZARD 6.4
 GY3272'KM (3.95 MI) SOUTH OF VISCO ABOUT 0.2 KM (0.10 MI) SOUTHWEST OF THE
 GY3272'NEW DIXON KNOB LOOKOUT TOWER 0.3 METERS (1.0 FT) SOUTHWEST OF A METAL
 GY3272'WITNESS POST 1.8 METERS (5.9 FT) SOUTH OF A 0.2 METERS (0.7 FT) TREE
 GY3272'ON THE CENTER AND NEAR THE SOUTH END OF A NORTH-SOUTH RIDGE AND ABOUT
 GY3272'0.15 KM (0.10 MI) WEST OF A MICROWAVE TOWER.  THE MONUMENT PROJECTS
 GY3272'.01 METERS (0.03 FT) AND THE DISK IS STAMPED--DIXON KNOB 1950 1982--.
 GY3272'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 7 AT
 GY3272'JEFF, GO 13.3 KM (8.25 MI) TO A BRIDGE.  TURN LEFT CROSSING THE BRIDGE
 GY3272'AND RAILROAD TRACKS TO A ROAD RIGHT.  TURN RIGHT ON THE ROAD ALONG THE
 GY3272'NORTH SIDE OF THE TRACKS AND GO 1.7 KM (1.05 MI) TO A ROAD LEFT.  TURN
 GY3272'LEFT AND GO 0.8 KM (0.50 MI) TO A ROAD RIGHT.  TURN SHARP RIGHT AND
 GY3272'FOLLOW MAIN ROAD 2.7 KM (1.65 MI) TO THE TOP OF HILL AND THE STATION.
 GY3272'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP AND
 GY3272'EAST OF A LARGE BOULDER STAMPED--DIXON KNOB 1950 NO 3 1982--, ON THE
 GY3272'WEST SIDE OF THE NARROW RIDGE 0.9 METERS (3.0 FT) SOUTH OF A 0.5 METER
 GY3272'(1.6 FT) OAK TREE. REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM
 GY3272'MONUMENT PROJECTING 0.1 METERS (0.3 FT) ABOUT 3.7 METERS (12.1 FT)
 GY3272'WEST OF THE CENTER OF THE NARROW RIDGE AND ABOUT 0.2 METERS (0.7 FT)
 GY3272'LOWER IN ELEVATION THAN THE STATION MARK.  THE DISK IS STAMPED--DIXON
 GY3272'KNOB 1950 NO 4 1982--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1697 ***********************************************************************
 HA1697  DESIGNATION -  DIXON LOOKOUT TOWER
 HA1697  PID         -  HA1697
 HA1697  STATE/COUNTY-  KY/WEBSTER
 HA1697  USGS QUAD   -  DIXON (1969)
 HA1697
 HA1697                         *CURRENT SURVEY CONTROL
 HA1697  ___________________________________________________________________
 HA1697* NAD 83(1993)-  37 34 19.75301(N)    087 41 30.34481(W)     ADJUSTED  
 HA1697* NAVD 88     -                                                        
 HA1697  ___________________________________________________________________
 HA1697  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 HA1697  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 HA1697
 HA1697  HORZ ORDER  -  THIRD
 HA1697
 HA1697.The horizontal coordinates were established by classical geodetic methods
 HA1697.and adjusted by the National Geodetic Survey in December 1995..
 HA1697
 HA1697
 HA1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1697
 HA1697.The geoid height was determined by GEOID03.
 HA1697
 HA1697;                    North         East     Units Scale Factor Converg.
 HA1697;SPC KY1Z     - 1,139,271.937 1,328,490.422   MT  0.99991896   -1 11 31.8
 HA1697;SPC KY1Z     - 3,737,761.35  4,358,555.66   sFT  0.99991896   -1 11 31.8
 HA1697;SPC KY S     -   639,241.100   328,484.112   MT  0.99995400   -1 10 39.4
 HA1697;SPC KY S     - 2,097,243.51  1,077,701.62   sFT  0.99995400   -1 10 39.4
 HA1697;UTM  16      - 4,158,571.167   438,913.566   MT  0.99964596   -0 25 18.6
 HA1697
 HA1697                          SUPERSEDED SURVEY CONTROL
 HA1697
 HA1697  NAD 83(1986)-  37 34 19.76082(N)    087 41 30.34843(W) AD(       ) 4
 HA1697  NAD 27      -  37 34 19.60631(N)    087 41 30.31436(W) AD(       ) 3
 HA1697
 HA1697.Superseded values are not recommended for survey control.
 HA1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1697.See file dsdata.txt to determine how the superseded data were derived.
 HA1697
 HA1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3891458571(NAD 83)
 HA1697_MARKER: 57 = LOOKOUT TOWER
 HA1697
 HA1697  HISTORY     - Date     Condition        Report By
 HA1697  HISTORY     - 1962     FIRST OBSERVED   CGS
 HA1697
 HA1697                          STATION DESCRIPTION
 HA1697
 HA1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1697'THE STATION IS THE CENTER OF THE TOP OF THE LOOKOUT TOWER, LOCATED
 HA1697'ABOUT 3-1/2 MILES NORTH OF DIXON AND IS ON PROPERTY OWNED BY THE
 HA1697'STATE. IT IS A 4 LEGGED STEEL STRUCTURE PAINTED GREY WITH A METAL
 HA1697'OBSERVATION ROOM ON THE TOP AND THE OVERALL HEIGHT IS ABOUT 70
 HA1697'FEET.
 HA1697'
 HA1697'TO REACH FROM THE COURTHOUSE IN DIXON, GO NORTHERLY ON U.S. HIGHWAY
 HA1697'41A FOR 3.7 MILES TO THE TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1698 ***********************************************************************
 HA1698  DESIGNATION -  DIXON MUNICIPAL TANK
 HA1698  PID         -  HA1698
 HA1698  STATE/COUNTY-  KY/WEBSTER
 HA1698  USGS QUAD   -  DIXON (1969)
 HA1698
 HA1698                         *CURRENT SURVEY CONTROL
 HA1698  ___________________________________________________________________
 HA1698* NAD 83(1993)-  37 30 59.56951(N)    087 41 23.92965(W)     ADJUSTED  
 HA1698* NAVD 88     -                                                        
 HA1698  ___________________________________________________________________
 HA1698  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 HA1698  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HA1698
 HA1698  HORZ ORDER  -  THIRD
 HA1698
 HA1698.The horizontal coordinates were established by classical geodetic methods
 HA1698.and adjusted by the National Geodetic Survey in December 1995..
 HA1698
 HA1698
 HA1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1698
 HA1698.The geoid height was determined by GEOID03.
 HA1698
 HA1698;                    North         East     Units Scale Factor Converg.
 HA1698;SPC KY1Z     - 1,133,098.830 1,328,519.519   MT  0.99992455   -1 11 27.9
 HA1698;SPC KY1Z     - 3,717,508.41  4,358,651.12   sFT  0.99992455   -1 11 27.9
 HA1698;SPC KY S     -   633,067.813   328,514.778   MT  0.99995045   -1 10 35.5
 HA1698;SPC KY S     - 2,076,989.98  1,077,802.23   sFT  0.99995045   -1 10 35.5
 HA1698;UTM  16      - 4,152,400.712   439,025.652   MT  0.99964579   -0 25 12.7
 HA1698
 HA1698                          SUPERSEDED SURVEY CONTROL
 HA1698
 HA1698  NAD 83(1986)-  37 30 59.57847(N)    087 41 23.93308(W) AD(       ) 4
 HA1698  NAD 27      -  37 30 59.42287(N)    087 41 23.90040(W) AD(       ) 3
 HA1698
 HA1698.Superseded values are not recommended for survey control.
 HA1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1698.See file dsdata.txt to determine how the superseded data were derived.
 HA1698
 HA1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3902652401(NAD 83)
 HA1698_MARKER: 51 = TANK
 HA1698
 HA1698  HISTORY     - Date     Condition        Report By
 HA1698  HISTORY     - 1962     FIRST OBSERVED   CGS
 HA1698
 HA1698                          STATION DESCRIPTION
 HA1698
 HA1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1698'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN THE EAST
 HA1698'SECTION OF DIXON, ABOUT 400 FEET SOUTHEAST OF THE WEBSTER COUNTY
 HA1698'COURTHOUSE. IT IS A FOUR LEGGED SELF SUPPORTING STEEL STRUCTURE
 HA1698'PAINTED SILVER. THE OVERALL HEIGHT IS ABOUT 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2785 ***********************************************************************
 GZ2785  DESIGNATION -  DOBBINS RESET
 GZ2785  PID         -  GZ2785
 GZ2785  STATE/COUNTY-  KY/BULLITT
 GZ2785  USGS QUAD   -  SHEPHERDSVILLE (1991)
 GZ2785
 GZ2785                         *CURRENT SURVEY CONTROL
 GZ2785  ___________________________________________________________________
 GZ2785* NAD 83(1993)-  37 52 46.13874(N)    085 39 17.15569(W)     ADJUSTED  
 GZ2785* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 GZ2785  ___________________________________________________________________
 GZ2785  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 GZ2785  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GZ2785
 GZ2785  HORZ ORDER  -  FIRST
 GZ2785
 GZ2785.The horizontal coordinates were established by classical geodetic methods
 GZ2785.and adjusted by the National Geodetic Survey in December 1995..
 GZ2785
 GZ2785.The orthometric height was scaled from a topographic map.
 GZ2785
 GZ2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2785
 GZ2785.The geoid height was determined by GEOID03.
 GZ2785
 GZ2785;                    North         East     Units Scale Factor Converg.
 GZ2785;SPC KY1Z     - 1,171,599.629 1,508,377.556   MT  0.99990494   +0 03 30.5
 GZ2785;SPC KY1Z     - 3,843,823.12  4,948,735.36   sFT  0.99990494   +0 03 30.5
 GZ2785;SPC KY N     -    43,063.818   376,417.364   MT  1.00001434   -0 52 25.9
 GZ2785;SPC KY N     -   141,285.21  1,234,962.64   sFT  1.00001434   -0 52 25.9
 GZ2785;SPC KY S     -   671,592.528   508,378.274   MT  0.99999062   +0 03 27.9
 GZ2785;SPC KY S     - 2,203,383.15  1,667,904.39   sFT  0.99999062   +0 03 27.9
 GZ2785;UTM  16      - 4,193,296.367   618,303.723   MT  0.99977238   +0 49 33.9
 GZ2785
 GZ2785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2785!SPC KY1Z     -   0.99995926  x   0.99990494  =   0.99986421
 GZ2785!SPC KY N     -   0.99995926  x   1.00001434  =   0.99997360
 GZ2785!SPC KY S     -   0.99995926  x   0.99999062  =   0.99994988
 GZ2785!UTM  16      -   0.99995926  x   0.99977238  =   0.99973165
 GZ2785
 GZ2785|---------------------------------------------------------------------|
 GZ2785| PID    Reference Object                     Distance      Geod. Az  |
 GZ2785|                                                           dddmmss.s |
 GZ2785| CG8531 DOBBINS RM 2                          1.969 METERS 00021     |
 GZ2785| CG8532 DOBBINS RM EAST                       1.829 METERS 09518     |
 GZ2785| CG8530 DOBBINS RM 1                          5.898 METERS 17148     |
 GZ2785| CG8529 DOBBINS AZ MK                                      3420819.3 |
 GZ2785|---------------------------------------------------------------------|
 GZ2785
 GZ2785                          SUPERSEDED SURVEY CONTROL
 GZ2785
 GZ2785  NAD 83(1986)-  37 52 46.14556(N)    085 39 17.16458(W) AD(       ) 1
 GZ2785  NAD 27      -  37 52 45.91300(N)    085 39 17.31700(W) AD(       ) 1
 GZ2785
 GZ2785.Superseded values are not recommended for survey control.
 GZ2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2785.See file dsdata.txt to determine how the superseded data were derived.
 GZ2785
 GZ2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG1830493296(NAD 83)
 GZ2785_MARKER: DS = TRIANGULATION STATION DISK
 GZ2785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2785
 GZ2785  HISTORY     - Date     Condition        Report By
 GZ2785  HISTORY     - 1933     MONUMENTED       CGS
 GZ2785  HISTORY     - 1948     GOOD             CGS
 GZ2785  HISTORY     - 1948     GOOD             USGS
 GZ2785
 GZ2785                          STATION DESCRIPTION
 GZ2785
 GZ2785'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLA)
 GZ2785'STATION IS ABOUT 5 MILES SOUTHEAST OF BARDSTOWN JUNCTION AND 5 MILES
 GZ2785'NORTHEAST OF LEBANON JUNCTION, ON LAND OWNED BY J.P.
 GZ2785'GREGORY,LOUISVILLE. IT IS ON THE HIGHEST POINT OF THE HIGHEST KNOB IN
 GZ2785'THE VICINITY (THE KNOB COMES UP TO A SHARP PEAK), ABOUT 1 MILE
 GZ2785'NORTHWEST OF A HUNTING CLUB LODGE. THE STATION WAS RE-MARKED 1933
 GZ2785'AND PROJECTS 6 INCHES. NO UNDERGROUND MARK WAS
 GZ2785'SET.
 GZ2785'
 GZ2785'TO REACH FROM BARDSTOWN JUNCTION, GO SOUTH ON STATE HIGHWAY 61, FOR
 GZ2785'3.3 MILES FROM THE RAILROAD CROSSING, TURN LEFT ON A DIRT ROAD, AND
 GZ2785'FOLLOW THE MAIN-TRAVELED ROAD 3.3 MILES, TAKE RIGHT FORK, GO 1 MILE
 GZ2785'TO THE HUNTING LODGE. THIS IS THE END OF TRUCK TRAVEL. THE STATION
 GZ2785'BEARS NORTHWEST FROM THE LODGE, DISTANT ABOUT 1 MILE. THE KNOB IS
 GZ2785'IDENTIFIED AS THE HIGHEST IN SIGHT AND BY ITS SHARP PEAK. THE
 GZ2785'SLOPE IS STEEP AND VERY BRUSHY.
 GZ2785'
 GZ2785'REFERENCE MARK NO. 1 (1933), IS SOUTH OF THE STATION AND
 GZ2785'PROJECTS 3 INCHES. REFERENCE MARK NO. 2 (1933), IS NORTH
 GZ2785'OF THE STATION, IS FLUSH, AND REPLACES THE OLD REFERENCE MARK TO THE
 GZ2785'NORTH. REFERENCE MARK NO. 3 (1883) IS AN ARROW CHISELED IN A
 GZ2785'BOULDER AND POINTING TOWARD THE STATION.
 GZ2785'
 GZ2785'AZIMUTH MARK (1933), IS ON THE FIRST KNOB TO THE NORTH OF
 GZ2785'THE STATION, ON THE SOUTH SLOPE OF THE KNOB 15 FEET SOUTH OF THE
 GZ2785'CREST, AND 3 FEET EAST OF AN 8-INCH LOCUST TREE.
 GZ2785
 GZ2785                          STATION RECOVERY (1948)
 GZ2785
 GZ2785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GZ2785'STATION STAMPED DOBBINS 1883 1933 RECOVERED ON GOOD CONDITION. IT IS
 GZ2785'1/2 MILE SW OF CLERMONT. TO REACH STATION GO TO MAIN ENTRANCE OF
 GZ2785'THE ISAAC BERNHEIM ESTATE AND FOLLOW PAVED ROAD SOUTHEASTERLY ABOUT 3
 GZ2785'MILES LEADING TO FIRE LOOKOUT TOWER. AT A DRIVING CIRCLE ABOUT
 GZ2785'400 FEET N OF TOWER, TURN RIGHT ON SLATE ROAD AND FOLLOW PAST EAST
 GZ2785'SIDE OF TOWER AND CONTINUE ON ROAD SE GENERALLY FOR ABOUT 4 MILES.
 GZ2785'THIS BRINGS ONE TO HUNTING LODGE NOW A FARM HOUSE WHICH WAS MENTIONED
 GZ2785'IN FORMER DESCRIPTIONS. ONLY KNOB VISIBLE FROM HERE TO NW IS THE
 GZ2785'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1533 ***********************************************************************
 GD1533  DESIGNATION -  DOBSON
 GD1533  PID         -  GD1533
 GD1533  STATE/COUNTY-  KY/GRAVES
 GD1533  USGS QUAD   -  CUBA (1977)
 GD1533
 GD1533                         *CURRENT SURVEY CONTROL
 GD1533  ___________________________________________________________________
 GD1533* NAD 83(1993)-  36 34 43.62086(N)    088 40 41.59734(W)     ADJUSTED  
 GD1533* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 GD1533  ___________________________________________________________________
 GD1533  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 GD1533  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1533
 GD1533  HORZ ORDER  -  SECOND
 GD1533
 GD1533.The horizontal coordinates were established by classical geodetic methods
 GD1533.and adjusted by the National Geodetic Survey in December 1995..
 GD1533
 GD1533.The orthometric height was scaled from a topographic map.
 GD1533
 GD1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1533
 GD1533.The geoid height was determined by GEOID03.
 GD1533
 GD1533;                    North         East     Units Scale Factor Converg.
 GD1533;SPC KY1Z     - 1,031,354.710 1,237,924.806   MT  1.00015887   -1 47 52.1
 GD1533;SPC KY1Z     - 3,383,702.91  4,061,424.97   sFT  1.00015887   -1 47 52.1
 GD1533;SPC KY S     -   531,299.974   237,957.099   MT  1.00003164   -1 46 33.1
 GD1533;SPC KY S     - 1,743,106.66    780,697.58   sFT  1.00003164   -1 46 33.1
 GD1533;SPC TN       -   252,418.483   360,320.558   MT  1.00003277   -1 34 04.6
 GD1533;SPC TN       -   828,142.97  1,182,151.70   sFT  1.00003277   -1 34 04.6
 GD1533;UTM  16      - 4,049,457.751   349,852.552   MT  0.99987775   -1 00 01.0
 GD1533
 GD1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1533!SPC KY1Z     -   0.99997711  x   1.00015887  =   1.00013598
 GD1533!SPC KY S     -   0.99997711  x   1.00003164  =   1.00000875
 GD1533!SPC TN       -   0.99997711  x   1.00003277  =   1.00000988
 GD1533!UTM  16      -   0.99997711  x   0.99987775  =   0.99985487
 GD1533
 GD1533:                Primary Azimuth Mark                     Grid Az
 GD1533:SPC KY1Z     -  MAYFIELD GAS ELEC TALLEST STK            011 42 14.8
 GD1533:SPC KY S     -  MAYFIELD GAS ELEC TALLEST STK            011 40 55.8
 GD1533:SPC TN       -  MAYFIELD GAS ELEC TALLEST STK            011 28 27.3
 GD1533:UTM  16      -  MAYFIELD GAS ELEC TALLEST STK            010 54 23.7
 GD1533
 GD1533|---------------------------------------------------------------------|
 GD1533| PID    Reference Object                     Distance      Geod. Az  |
 GD1533|                                                           dddmmss.s |
 GD1533| GD1537 MAYFIELD GAS ELEC TALLEST STK       APPROX.17.9 KM 0095422.7 |
 GD1533| GD1536 MAYFIELD COURTHOUSE SPIRE           APPROX.18.4 KM 0120207.8 |
 GD1533| CG3927 DOBSON AZ MK                                       2135946.1 |
 GD1533| CG3928 DOBSON RM 1                          30.928 METERS 26207     |
 GD1533| CG3929 DOBSON RM 2                          42.968 METERS 34209     |
 GD1533|---------------------------------------------------------------------|
 GD1533
 GD1533                          SUPERSEDED SURVEY CONTROL
 GD1533
 GD1533  NAD 83(1986)-  36 34 43.63427(N)    088 40 41.59721(W) AD(       ) 2
 GD1533  NAD 27      -  36 34 43.42500(N)    088 40 41.41100(W) AD(       ) 2
 GD1533
 GD1533.Superseded values are not recommended for survey control.
 GD1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1533.See file dsdata.txt to determine how the superseded data were derived.
 GD1533
 GD1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF4985349458(NAD 83)
 GD1533_MARKER: DS = TRIANGULATION STATION DISK
 GD1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1533_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1533
 GD1533  HISTORY     - Date     Condition        Report By
 GD1533  HISTORY     - 1934     MONUMENTED       CGS
 GD1533  HISTORY     - 1972     GOOD             LOCSUR
 GD1533  HISTORY     - 1975     GOOD             USGS
 GD1533
 GD1533                          STATION DESCRIPTION
 GD1533
 GD1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1533'ABOUT 5-1/2 MILES SOUTH-SOUTHEAST OF WINGO, IN SOUTHEAST CORNER OF
 GD1533'SOLOMON DOBSONS YARD, 35 FEET WEST OF CENTER LINE OF MAIN ROAD, AND
 GD1533'12-1/2 FEET NORTH OF WIRE FENCE.  TO REACH FROM WINGO TAVERN ON ROUTE
 GD1533'45 ABOUT 10 MILES SOUTH OF MAYFIELD, FOLLOW GRAVEL ROAD JUST NORTH
 GD1533'OF TAVERN EAST 0.25 MILE, TURN LEFT ONTO GRAVEL ROAD AT ARROW
 GD1533'MURRAY 25 1/2 AND GO 2.9 MILES, 0.9 MILE BEYOND BROWN COTTAGE ON
 GD1533'RIGHT, TURN RIGHT ACROSS SMALL BRIDGE AND GO 1.3 MILES, TURN ONTO
 GD1533'LEFT FORK AT WHITE COTTAGE ON RIGHT AND GO 2.3 MILES, TURN LEFT
 GD1533'AT CROSSROADS AT COTTAGE ON LEFT AND GO 0.5 MILE, TURN RIGHT AT
 GD1533'CROSSROADS AT OLD BARN ON LEFT AND GO 0.25 MILE TO HOME OF MR.
 GD1533'DOBSON ON RIGHT AND STATION SITE.  SURFACE AND UNDERGROUND MARKS
 GD1533'ARE STANDARD STATION DISKS IN CONCRETE.
 GD1533'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 GD1533'CONCRETE.  NO. 1 IS 1.0 FOOT NORTH OF WIRE FENCE AND
 GD1533'101.47 FEET FROM STATION S 82 DEG 07 MIN W.  NO. 2 IS 1.0 FOOT
 GD1533'SOUTH OF WIRE FENCE AND 140.97 FEET FROM STATION N 17 DEG 51 MIN E.
 GD1533'AZIMUTH MARK IS ON FENCE LINE, ABOUT 15 YARDS
 GD1533'SOUTH OF SOUTHEAST CORNER OF W. L. SHELLBYS HOME, AND
 GD1533'APPROXIMATELY 0.25 MILE FROM STATION S 34 DEG W.
 GD1533
 GD1533                          STATION RECOVERY (1972)
 GD1533
 GD1533'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (KKB)
 GD1533'STA. IS 38 FEET W. OF CENTER LINE OF MAIN ROAD, 12-1/2 FEET
 GD1533'N. OF WIRE FENCE IN S. E. CORNER OF SOLOMON DOBSONS YARD.  STA. IS
 GD1533'ABOUT 4 INCHES UNDER GROUND.  A GARAGE IS BUILT ON LINE BETWEEN
 GD1533'STA. 3 OVER 4 AND REFERENCE MARK 1.  STA. IS 15.0 N. 30 W. FROM A
 GD1533'CORNER FENCE POST AND TVA POST AND SIGN.  STA. IS 29.6 FEET
 GD1533'S. 80 E. FROM TACK IN A 14 INCH ELM, AND 71.3 FEET S. 85 E. FROM
 GD1533'N.E. CORNER OF GARAGE.  ADD ABOVE INFORMATION TO ORIGINAL
 GD1533'DESCRIPTION.
 GD1533
 GD1533                          STATION RECOVERY (1975)
 GD1533
 GD1533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (WDH)
 GD1533'BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION BUT A SMALL
 GD1533'SHED HAS BEEN BUILT BETWEEN RM 1 AND THE STATION MAKING
 GD1533'MEASURING DISTANCE DIFFICULT.  A TVA REFERENCE POST HAS BEEN PLACED
 GD1533'IN THE FENCE CORNER SOUTH OF THE STATION.  THIS MARK IS IN THE
 GD1533'GRASSY YARD AND WAS NOT RECOVERED BUT PROBABLY STILL EXISTS.  THE
 GD1533'OWNER OF THE PROPERTY SAID THE MARK WAS RECOVERED WHEN THE
 GD1533'WITNESS POST WAS ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2379 ***********************************************************************
 HY2379  DESIGNATION -  DOCTOR
 HY2379  PID         -  HY2379
 HY2379  STATE/COUNTY-  KY/ELLIOTT
 HY2379  USGS QUAD   -  SANDY HOOK (1978)
 HY2379
 HY2379                         *CURRENT SURVEY CONTROL
 HY2379  ___________________________________________________________________
 HY2379* NAD 83(1993)-  38 04 47.06573(N)    083 12 34.21658(W)     ADJUSTED  
 HY2379* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 HY2379  ___________________________________________________________________
 HY2379  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 HY2379  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HY2379
 HY2379  HORZ ORDER  -  SECOND
 HY2379
 HY2379.The horizontal coordinates were established by classical geodetic methods
 HY2379.and adjusted by the National Geodetic Survey in December 1995..
 HY2379
 HY2379.The orthometric height was scaled from a topographic map.
 HY2379
 HY2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2379
 HY2379.The geoid height was determined by GEOID03.
 HY2379
 HY2379;                    North         East     Units Scale Factor Converg.
 HY2379;SPC KY1Z     - 1,196,854.585 1,722,848.813   MT  0.99991122   +1 33 35.2
 HY2379;SPC KY1Z     - 3,926,680.42  5,652,379.81   sFT  0.99991122   +1 33 35.2
 HY2379;SPC KY N     -    64,864.774   591,286.897   MT  0.99998482   +0 38 50.1
 HY2379;SPC KY N     -   212,810.51  1,939,913.76   sFT  0.99998482   +0 38 50.1
 HY2379;UTM  17      - 4,216,967.657   306,210.035   MT  1.00006254   -1 21 47.3
 HY2379
 HY2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2379!SPC KY1Z     -   0.99994580  x   0.99991122  =   0.99985702
 HY2379!SPC KY N     -   0.99994580  x   0.99998482  =   0.99993062
 HY2379!UTM  17      -   0.99994580  x   1.00006254  =   1.00000834
 HY2379
 HY2379|---------------------------------------------------------------------|
 HY2379| PID    Reference Object                     Distance      Geod. Az  |
 HY2379|                                                           dddmmss.s |
 HY2379| DB9202 DOCTOR RM 1                          20.062 METERS 10853     |
 HY2379| DB9201 DOCTOR AZ MK                                       3351312.6 |
 HY2379| DB9203 DOCTOR RM 2                          22.006 METERS 34036     |
 HY2379|---------------------------------------------------------------------|
 HY2379
 HY2379                          SUPERSEDED SURVEY CONTROL
 HY2379
 HY2379  NAD 83(1986)-  38 04 47.07180(N)    083 12 34.22194(W) AD(       ) 2
 HY2379  NAD 27      -  38 04 46.76700(N)    083 12 34.58900(W) AD(       ) 2
 HY2379
 HY2379.Superseded values are not recommended for survey control.
 HY2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2379.See file dsdata.txt to determine how the superseded data were derived.
 HY2379
 HY2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC0621016968(NAD 83)
 HY2379_MARKER: DS = TRIANGULATION STATION DISK
 HY2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2379
 HY2379  HISTORY     - Date     Condition        Report By
 HY2379  HISTORY     - 1949     MONUMENTED       CGS
 HY2379  HISTORY     - 1963     GOOD             CGS
 HY2379
 HY2379                          STATION DESCRIPTION
 HY2379
 HY2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2379'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF MOREHEAD NEAR THE HEAD
 HY2379'OF DOCTORS BRANCH AND ON THE EAST SIDE OF STATE HIGHWAY 173.  IT IS
 HY2379'35 FEET EAST OF THE CENTER OF THE HIGHWAY, 8 FEET NORTH OF A TRIANGLE
 HY2379'BLAZED ON A 15 INCH OAK TREE AND 6 FEET SOUTHEAST OF A WHITE WITNESS
 HY2379'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DOCTOR
 HY2379'1949.
 HY2379'
 HY2379'REFERENCE MARK NO.1 IS 30 FEET NORTHEAST OF A FENCE AND ON THE EAST
 HY2379'SLOPE OF THE HILL.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 HY2379'STAMPED DOCTOR NO 1 1949.
 HY2379'
 HY2379'REFERENCE MARK NO.2 IS 30 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 HY2379'10 FEET WEST OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 HY2379'THE DISK IS STAMPED DOCTOR NO 2 1949.
 HY2379'
 HY2379'AZIMUTH MARK IS 26 FEET EAST OF THE CENTER OF THE HIGHWAY, 7 FEET
 HY2379'SOUTH OF A WHITE WITNESS POST AND 3 FEET WEST OF THE FENCE.  THE MARK
 HY2379'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DOCTOR 1949.
 HY2379'
 HY2379'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2379'HIGHWAY 32 ABOUT MILE EAST OF MOREHEAD, GO SOUTHEAST ON STATE
 HY2379'HIGHWAY 32 FOR 9.6 MILE TO THE JUNCTION OF STATE HIGHWAY 173, TURN
 HY2379'RIGHT ON HIGHWAY 173 AND GO 8.7 MILES TO A STORE ON THE LEFT AND A
 HY2379'REVERSE FORK NORTHEAST, CONTINUE ON HIGHWAY 173 FOR 0.2 MILE TO THE
 HY2379'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE 0.3 MILE TO A HIGH
 HY2379'BANK ON THE LEFT AND STATION AS DESCRIBED.
 HY2379'
 HY2379'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HY2379
 HY2379                          STATION RECOVERY (1963)
 HY2379
 HY2379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 HY2379'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HY2379'CONDITION.  THE ORIGINAL TO REACH IS COMPLETELY ADEQUATE.  THE
 HY2379'STATION DESCRIPTION IS CORRECT AND ALL DETAILED MEASUREMENTS ARE
 HY2379'STILL GOOD WITH THE EXCEPTION THAT ALL WHITE WOODEN WITNESS POST
 HY2379'REFERRED TO HAVE ROTTED OFF.
 HY2379'
 HY2379'THIS WAS NOT AN OCCUPIED STATION AT THE TIME OF THIS RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2443 ***********************************************************************
 HY2443  DESIGNATION -  DOG
 HY2443  PID         -  HY2443
 HY2443  STATE/COUNTY-  KY/BATH
 HY2443  USGS QUAD   -  OWINGSVILLE (1975)
 HY2443
 HY2443                         *CURRENT SURVEY CONTROL
 HY2443  ___________________________________________________________________
 HY2443* NAD 83(1993)-  38 13 26.87647(N)    083 48 33.89416(W)     ADJUSTED  
 HY2443* NAVD 88     -       336.     (meters)    1102.     (feet)  SCALED    
 HY2443  ___________________________________________________________________
 HY2443  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 HY2443  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HY2443
 HY2443  HORZ ORDER  -  SECOND
 HY2443
 HY2443.The horizontal coordinates were established by classical geodetic methods
 HY2443.and adjusted by the National Geodetic Survey in December 1995..
 HY2443
 HY2443.The orthometric height was scaled from a topographic map.
 HY2443
 HY2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2443
 HY2443.The geoid height was determined by GEOID03.
 HY2443
 HY2443;                    North         East     Units Scale Factor Converg.
 HY2443;SPC KY1Z     - 1,211,613.734 1,669,901.008   MT  0.99992331   +1 11 29.2
 HY2443;SPC KY1Z     - 3,975,102.73  5,478,666.89   sFT  0.99992331   +1 11 29.2
 HY2443;SPC KY N     -    80,468.456   538,578.322   MT  0.99997103   +0 16 26.7
 HY2443;SPC KY N     -   264,003.59  1,766,985.71   sFT  0.99997103   +0 16 26.7
 HY2443;UTM  17      - 4,234,415.760   254,070.157   MT  1.00034493   -1 44 21.0
 HY2443
 HY2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2443!SPC KY1Z     -   0.99995249  x   0.99992331  =   0.99987580
 HY2443!SPC KY N     -   0.99995249  x   0.99997103  =   0.99992352
 HY2443!UTM  17      -   0.99995249  x   1.00034493  =   1.00029740
 HY2443
 HY2443|---------------------------------------------------------------------|
 HY2443| PID    Reference Object                     Distance      Geod. Az  |
 HY2443|                                                           dddmmss.s |
 HY2443| HY2441 DOGGETT                              12.202 METERS 07745     |
 HY2443| HY2437 OWINGSVILLE TX EASTERN RELAY        APPROX. 4.7 KM 1542557.4 |
 HY2443| DB9204 DOG AZ MK                                          2680627.6 |
 HY2443| HY2439 BETHEL CHRISTIAN CHURCH SPIRE       APPROX. 5.6 KM 2932012.5 |
 HY2443| DB9205 DOG RM 1                             19.822 METERS 33617     |
 HY2443|---------------------------------------------------------------------|
 HY2443
 HY2443                          SUPERSEDED SURVEY CONTROL
 HY2443
 HY2443  NAD 83(1986)-  38 13 26.88323(N)    083 48 33.90154(W) AD(       ) 2
 HY2443  NAD 27      -  38 13 26.60200(N)    083 48 34.18700(W) AD(       ) 2
 HY2443
 HY2443.Superseded values are not recommended for survey control.
 HY2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2443.See file dsdata.txt to determine how the superseded data were derived.
 HY2443
 HY2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5407034416(NAD 83)
 HY2443_MARKER: DS = TRIANGULATION STATION DISK
 HY2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2443
 HY2443  HISTORY     - Date     Condition        Report By
 HY2443  HISTORY     - 1954     MONUMENTED       USGS
 HY2443
 HY2443                          STATION DESCRIPTION
 HY2443
 HY2443'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (ELJ)
 HY2443'STATION IS LOCATED ABOUT 6 MILES EAST OF SHARPSBURG AND 5 MILES
 HY2443'NORTHWEST OF OWINGSVILLE ON THE HIGHEST POINT OF A TIMBER COVERED
 HY2443'HILL OWNED BY MR. ZACK CORBIN.  IT IS 150 FEET NORTHEAST OF THE NORTH
 HY2443'EDGE OF A LARGE POND, 20 FEET EAST OF A 6 INCH CEDAR TREE WITH A
 HY2443'TRIANGLE BLAZE ON THE EAST SIDE, 19 FEET NORTH OF A 6 INCH LOCUST
 HY2443'TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND 5 FEET WEST OF A
 HY2443'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 HY2443'STAMPED DOG 1954.
 HY2443'
 HY2443'REFERENCE MARK NO.1 IS 6 FEET EAST OF A 12 INCH CEDAR TREE.  THE MARK
 HY2443'PROJECTS 4 INCHES AND THE DISK IS STAMPED DOG NO 1 1954.
 HY2443'
 HY2443'DOGGETT (USGS) WAS USED AS A REFERENCE MARK.  IT IS 16 FEET NORTHWEST
 HY2443'OF A 12 INCH CEDAR TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE.
 HY2443'THE MARK IS A 4 X 6 INCH CONCRETE POST THAT PROJECTS 12 INCHES WITH
 HY2443'A U.S. GEOLOGICAL SURVEY DISK IN THE TOP AND IS NOT STAMPED.
 HY2443'
 HY2443'AZIMUTH MARK IS 136 FEET WEST OF THE NORTHWEST CORNER OF A BARN, 23
 HY2443'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 2 FEET EAST OF A WHITE
 HY2443'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HY2443'DOG 1954.
 HY2443'
 HY2443'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 36 AND 11 AT
 HY2443'THE NORTH EDGE OF SHARPSBURG, GO EAST ON HIGHWAY 36 FOR 6.35 MILES
 HY2443'TO THE JUNCTION WITH STATE HIGHWAY 1106, TURN SHARP LEFT AND GO
 HY2443'NORTH ON HIGHWAY 1106 FOR 0.5 MILE TO A FORK, TAKE LEFT FORK AND
 HY2443'CONTINUE ON HIGHWAY 1106 FOR 2.4 MILES TO A SIDE GRAVEL ROAD
 HY2443'RIGHT, TURN RIGHT AND GO SOUTHEAST ON GRAVEL ROAD FOR 0.55 MILE A
 HY2443'DIRT T ROAD, TURN RIGHT ON DIRT ROAD FOR 0.55 MILE TO THE AZIMUTH
 HY2443'MARK ON THE RIGHT NEAR BARN AS DESCRIBED.  CONTINUE STRAIGHT AHEAD
 HY2443'EAST ON DIRT ROAD FOR 0.2 MILE TO A GATE, PASS THROUGH GATE AND
 HY2443'CONTINUE EAST ON DIRT ROAD FOR 0.05 MILE TO THE SOUTHWEST EDGE OF
 HY2443'WOODS, TURN LEFT ON WOODS ROAD AND GO UPHILL FOR 0.25 MILE TO THE
 HY2443'STATION ON THE HIGHEST PART OF HILL AS DESCRIBED.
 HY2443'
 HY2443'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2441 ***********************************************************************
 HY2441  DESIGNATION -  DOGGETT
 HY2441  PID         -  HY2441
 HY2441  STATE/COUNTY-  KY/BATH
 HY2441  USGS QUAD   -  OWINGSVILLE (1975)
 HY2441
 HY2441                         *CURRENT SURVEY CONTROL
 HY2441  ___________________________________________________________________
 HY2441* NAD 83(1993)-  38 13 26.96043(N)    083 48 33.40393(W)     ADJUSTED  
 HY2441* NAVD 88     -       336.     (meters)    1102.     (feet)  SCALED    
 HY2441  ___________________________________________________________________
 HY2441  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 HY2441  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HY2441
 HY2441  HORZ ORDER  -  SECOND
 HY2441
 HY2441.The horizontal coordinates were established by classical geodetic methods
 HY2441.and adjusted by the National Geodetic Survey in December 1995..
 HY2441
 HY2441.The orthometric height was scaled from a topographic map.
 HY2441
 HY2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2441
 HY2441.The geoid height was determined by GEOID03.
 HY2441
 HY2441;                    North         East     Units Scale Factor Converg.
 HY2441;SPC KY1Z     - 1,211,616.570 1,669,912.875   MT  0.99992331   +1 11 29.5
 HY2441;SPC KY1Z     - 3,975,112.03  5,478,705.82   sFT  0.99992331   +1 11 29.5
 HY2441;SPC KY N     -    80,471.102   538,590.233   MT  0.99997103   +0 16 27.0
 HY2441;SPC KY N     -   264,012.27  1,767,024.79   sFT  0.99997103   +0 16 27.0
 HY2441;UTM  17      - 4,234,417.987   254,082.158   MT  1.00034486   -1 44 20.7
 HY2441
 HY2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2441!SPC KY1Z     -   0.99995249  x   0.99992331  =   0.99987580
 HY2441!SPC KY N     -   0.99995249  x   0.99997103  =   0.99992352
 HY2441!UTM  17      -   0.99995249  x   1.00034486  =   1.00029733
 HY2441
 HY2441                          SUPERSEDED SURVEY CONTROL
 HY2441
 HY2441  NAD 83(1986)-  38 13 26.96719(N)    083 48 33.41131(W) AD(       ) 2
 HY2441  NAD 27      -  38 13 26.68600(N)    083 48 33.69600(W) AD(       ) 2
 HY2441
 HY2441.Superseded values are not recommended for survey control.
 HY2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2441.See file dsdata.txt to determine how the superseded data were derived.
 HY2441
 HY2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5408234418(NAD 83)
 HY2441_MARKER: DD = SURVEY DISK
 HY2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2441_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2441_MARK LOGO: USGS  
 HY2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2441+STABILITY: SURFACE MOTION
 HY2441
 HY2441  HISTORY     - Date     Condition        Report By
 HY2441  HISTORY     - 1954     MONUMENTED       USGS
 HY2441
 HY2441                          STATION DESCRIPTION
 HY2441
 HY2441'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HY2441'STATION IS LOCATED ABOUT 6 MILES EAST OF SHARPSBURG AND 5 MILES
 HY2441'NORTHWEST OF OWINGSVILLE ON THE HIGHEST POINT OF A TIMBER COVERED
 HY2441'HILL OWNED BY MR. ZACK CORBIN.
 HY2441'
 HY2441'DOGGETT (USGS) IS 16 FEET NORTHWEST
 HY2441'OF A 12 INCH CEDAR TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE.
 HY2441'THE MARK IS A 4 X 6 INCH CONCRETE POST THAT PROJECTS 12 INCHES WITH
 HY2441'A U.S. GEOLOGICAL SURVEY DISK IN THE TOP AND IS NOT STAMPED.
 HY2441'
 HY2441'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 36 AND 11 AT
 HY2441'THE NORTH EDGE OF SHARPSBURG, GO EAST ON HIGHWAY 36 FOR 6.35 MILES
 HY2441'TO THE JUNCTION WITH STATE HIGHWAY 1106, TURN SHARP LEFT AND GO
 HY2441'NORTH ON HIGHWAY 1106 FOR 0.5 MILE TO A FORK, TAKE LEFT FORK AND
 HY2441'CONTINUE ON HIGHWAY 1106 FOR 2.4 MILES TO A SIDE GRAVEL ROAD
 HY2441'RIGHT, TURN RIGHT AND GO SOUTHEAST ON GRAVEL ROAD FOR 0.55 MILE A
 HY2441'DIRT T ROAD, TURN RIGHT ON DIRT ROAD FOR 0.55 MILE TO THE AZIMUTH
 HY2441'MARK ON THE RIGHT NEAR BARN AS DESCRIBED.  CONTINUE STRAIGHT AHEAD
 HY2441'EAST ON DIRT ROAD FOR 0.2 MILE TO A GATE, PASS THROUGH GATE AND
 HY2441'CONTINUE EAST ON DIRT ROAD FOR 0.05 MILE TO THE SOUTHWEST EDGE OF
 HY2441'WOODS, TURN LEFT ON WOODS ROAD AND GO UPHILL FOR 0.25 MILE TO THE
 HY2441'STATION ON THE HIGHEST PART OF HILL AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3471 ***********************************************************************
 GA3471  DESIGNATION -  DOMINION
 GA3471  PID         -  GA3471
 GA3471  STATE/COUNTY-  KY/HARLAN
 GA3471  USGS QUAD   -  PENNINGTON GAP (1990)
 GA3471
 GA3471                         *CURRENT SURVEY CONTROL
 GA3471  ___________________________________________________________________
 GA3471* NAD 83(1993)-  36 49 40.64413(N)    083 06 27.36923(W)     ADJUSTED  
 GA3471* NAVD 88     -      1111.9    (meters)    3648.     (feet)  VERTCON   
 GA3471  ___________________________________________________________________
 GA3471  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 GA3471  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3471
 GA3471  HORZ ORDER  -  SECOND
 GA3471
 GA3471.The horizontal coordinates were established by classical geodetic methods
 GA3471.and adjusted by the National Geodetic Survey in December 1995..
 GA3471
 GA3471.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3471
 GA3471.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3471
 GA3471.The geoid height was determined by GEOID03.
 GA3471
 GA3471;                    North         East     Units Scale Factor Converg.
 GA3471;SPC KY1Z     - 1,058,234.505 1,735,718.281   MT  1.00007089   +1 37 20.4
 GA3471;SPC KY1Z     - 3,471,891.04  5,694,602.39   sFT  1.00007089   +1 37 20.4
 GA3471;SPC KY S     -   558,186.500   735,698.607   MT  0.99998417   +1 36 09.1
 GA3471;SPC KY S     - 1,831,316.88  2,413,704.51   sFT  0.99998417   +1 36 09.1
 GA3471;SPC VA S     - 1,064,919.709 3,089,114.933   MT  0.99998944   -2 47 47.3
 GA3471;SPC VA S     - 3,493,824.08 10,134,871.24   sFT  0.99998944   -2 47 47.3
 GA3471;UTM  17      - 4,077,860.047   312,040.121   MT  1.00003525   -1 15 49.3
 GA3471
 GA3471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3471!SPC KY1Z     -   0.99983036  x   1.00007089  =   0.99990123
 GA3471!SPC KY S     -   0.99983036  x   0.99998417  =   0.99981453
 GA3471!SPC VA S     -   0.99983036  x   0.99998944  =   0.99981980
 GA3471!UTM  17      -   0.99983036  x   1.00003525  =   0.99986560
 GA3471
 GA3471:                Primary Azimuth Mark                     Grid Az
 GA3471:SPC KY1Z     -  BLACK MOUNTAIN ASRS 2 DOME               061 26 35.8
 GA3471:SPC KY S     -  BLACK MOUNTAIN ASRS 2 DOME               061 27 47.1
 GA3471:SPC VA S     -  BLACK MOUNTAIN ASRS 2 DOME               065 51 43.5
 GA3471:UTM  17      -  BLACK MOUNTAIN ASRS 2 DOME               064 19 45.5
 GA3471
 GA3471|---------------------------------------------------------------------|
 GA3471| PID    Reference Object                     Distance      Geod. Az  |
 GA3471|                                                           dddmmss.s |
 GA3471| GA3465 BLACK MOUNTAIN ASRS 2 DOME          APPROX.21.7 KM 0630356.2 |
 GA3471| GA3466 BIG BLACK MOUNTAIN LOT              APPROX.21.3 KM 0631403.2 |
 GA3471| DB9206 DOMINION AZ MK                                     0862651.3 |
 GA3471| DB9207 DOMINION RM 1                        25.816 METERS 23323     |
 GA3471| DB9208 DOMINION RM 2                        13.033 METERS 34009     |
 GA3471|---------------------------------------------------------------------|
 GA3471
 GA3471                          SUPERSEDED SURVEY CONTROL
 GA3471
 GA3471  NAD 83(1993)-  36 49 40.64692(N)    083 06 27.37107(W) AD(       ) 2
 GA3471  NAD 83(1986)-  36 49 40.65312(N)    083 06 27.37439(W) AD(       ) 2
 GA3471  NAD 27      -  36 49 40.34922(N)    083 06 27.77267(W) AD(       ) 2
 GA3471  NGVD 29 (07/19/86) 1112.0    (m)         3648.     (f) VERT ANG       
 GA3471
 GA3471.Superseded values are not recommended for survey control.
 GA3471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3471.See file dsdata.txt to determine how the superseded data were derived.
 GA3471
 GA3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1204077860(NAD 83)
 GA3471_MARKER: DS = TRIANGULATION STATION DISK
 GA3471_SETTING: 66 = SET IN ROCK OUTCROP
 GA3471_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GA3471
 GA3471  HISTORY     - Date     Condition        Report By
 GA3471  HISTORY     - 1934     MONUMENTED       CGS
 GA3471  HISTORY     - 1963     GOOD             CGS
 GA3471
 GA3471                          STATION DESCRIPTION
 GA3471
 GA3471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3471'THE STATION IS ON THE HIGHEST PEAK OF BLACK MOUNTAIN, AT THE HEAD OF
 GA3471'WHITE OAK BRANCH,
 GA3471'BAILEYS TRACE AND RIGHT FORK OF CRANKS CREEK, AT
 GA3471'THE N END OF THE PEAK, 6.7 MILES NW
 GA3471'OF PENNINGTON GAP, VIRGINIA, AND
 GA3471'3.0 MILES W OF DARBYVILLE.
 GA3471'
 GA3471'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 GA3471'IN DRILL HOLES IN
 GA3471'OUTCROPPING BEDROCK.
 GA3471'
 GA3471'REFERENCE MARK NO. 1 IS IN LEDGE OF ROCK OUTCROP SW OF STATION.
 GA3471'
 GA3471'REFERENCE MARK NO.2 IS NNW OF STATION IN ROCK OUTCROP.
 GA3471'
 GA3471'AZIMUTH MARK IS E OF STATION SET IN ROCK OUTCROP ABOUT 3 FEET IN
 GA3471'DIAMETER AND 6
 GA3471'INCHES ABOVE GROUND SURFACE ALONG PATH LEADING TO
 GA3471'STATION.
 GA3471'
 GA3471'TO REACH FROM ST. CHARLES, VIRGINIA, TAKE LEFT FORK ACROSS RAILROAD
 GA3471'TRACKS FOR 0.6
 GA3471'MILE AND TURN LEFT THROUGH DOMINION, 0.6 MILE TO END
 GA3471'OF PAVED ROAD.  CONTINUE 0.7 MILE
 GA3471'ON DIRT ROAD PASSING COAL TIPPLE TO
 GA3471'HOUSE ON RIGHT AND END OF TRUCK TRAVEL.  FOLLOW WAY
 GA3471'UP AND CONTINUE
 GA3471'TO THE END OF TRAIL ABOUT 2/3 DISTANCE UP.  KEEP STRAIGHT UP MOUNTAIN
 GA3471'THROUGH BRUSH TO
 GA3471'TOP OF RIDGE NEAR LARGE ROCKS.  TURN LEFT ALONG
 GA3471'RIDGE ON TRAIL GOING W CROSSING
 GA3471'SMALL KNOB AND PASSING A LITTLE TO
 GA3471'RIGHT OF ANOTHER ABOUT 1.25 MILES, FOLLOWING PATH
 GA3471'TO STATION.
 GA3471'STATION IS SET IN BEDROCK FLUSH WITH GROUND ALONG PATH, 19.9 FEET S
 GA3471'OF 16-INCH BLACK
 GA3471'OAK WITH TRIANGULAR BLAZE AND 13.8 FEET E OF STUMP
 GA3471'OF 16-INCH CHESTNUT, ON THE
 GA3471'PROPERTY OF THE DOMINION COAL COMPANY.
 GA3471'
 GA3471'A 25-FOOT STAND REQUIRED TO CLEAR LINE TO HARLAN, OTHERS SEEN FROM
 GA3471'10-FOOT STAND.
 GA3471
 GA3471                          STATION RECOVERY (1963)
 GA3471
 GA3471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3471'THE STATION MARK, REFERENCE MARKS NO.1 AND NO. 2 WERE RECOVERED IN
 GA3471'GOOD CONDITION.  THE
 GA3471'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE
 GA3471'DISTANCE TO REFERENCE MARK NO.  1
 GA3471'FAILED TO CHECK BY 0.1 FEET AND
 GA3471'REFERENCE MARK NO.  2 BY 0.12 FEET.  THE DIRECTION
 GA3471'TO REFERENCE MARK
 GA3471'NO. 1 FAILED TO CHECK BY 2 MIN 24 SEC AND REFERENCE MARK NO.2 BY
 GA3471'3 MIN 42 SEC.
 GA3471'A NEW TO REACH FOLLOWS.
 GA3471'
 GA3471'TO REACH THE STATION FROM THE POST OFFICE IN ST. CHARLES, GO WEST ON
 GA3471'STATE HIGHWAY 352 FOR
 GA3471'0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT ON COUNTY
 GA3471'ROAD 634 CROSSING RAILROAD TRACKS
 GA3471'AND GO 0.6 MILE TO A FORK, TURN
 GA3471'RIGHT , CROSSING BRIDGE AND GO 1.15 MILE TO A FORK,
 GA3471'AT BONNY BLUE AND
 GA3471'END OF BLACK TOP ROAD, TURN RIGHT UP HILL FOR 0.45 MILE TO A FORK,
 GA3471'TURN SHARP LEFT,
 GA3471'UP HILL FOR 1.9 MILES TO A FORK, TAKE RIGHT FORK UP
 GA3471'HILL FOR 0.5 MILE TO A CROSSROAD AT
 GA3471'TOP OF HILL, TURN SHARP LEFT AND
 GA3471'GO 0.2 MILE TO A FORK JUST BEFORE REACHING A POWER
 GA3471'LINE, TURN RIGHT
 GA3471'AND GO 0.45 MILE TO A FORK, TURN LEFT AND GO 0.05 MILE TO A ABANDONED
 GA3471'COAL MINE AND END
 GA3471'OF TRUCK TRAVEL.  PACK EASTERLY UP MOUNTAIN TO THE
 GA3471'TOP, TURN RIGHT ALONG RIDGE PASSING
 GA3471'OVER TWO MOUNTAIN TOPS TO A THIRD
 GA3471'TOP AND THE STATION IN THE THIN PART OF THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2419 ***********************************************************************
 GC2419  DESIGNATION -  DOT
 GC2419  PID         -  GC2419
 GC2419  STATE/COUNTY-  KY/LOGAN
 GC2419  USGS QUAD   -  DOT (1982)
 GC2419
 GC2419                         *CURRENT SURVEY CONTROL
 GC2419  ___________________________________________________________________
 GC2419* NAD 83(1993)-  36 39 45.95651(N)    086 56 36.85812(W)     ADJUSTED  
 GC2419* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 GC2419  ___________________________________________________________________
 GC2419  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 GC2419  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GC2419
 GC2419  HORZ ORDER  -  THIRD
 GC2419
 GC2419.The horizontal coordinates were established by classical geodetic methods
 GC2419.and adjusted by the National Geodetic Survey in December 1995..
 GC2419
 GC2419.The orthometric height was scaled from a topographic map.
 GC2419
 GC2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2419
 GC2419.The geoid height was determined by GEOID03.
 GC2419
 GC2419;                    North         East     Units Scale Factor Converg.
 GC2419;SPC KY1Z     - 1,037,246.057 1,393,280.180   MT  1.00012714   -0 43 58.1
 GC2419;SPC KY1Z     - 3,403,031.44  4,571,120.06   sFT  1.00012714   -0 43 58.1
 GC2419;SPC KY S     -   537,232.516   393,292.230   MT  1.00001356   -0 43 25.9
 GC2419;SPC KY S     - 1,762,570.35  1,290,326.26   sFT  1.00001356   -0 43 25.9
 GC2419;SPC TN       -   258,865.404   515,638.488   MT  1.00005291   -0 33 08.7
 GC2419;SPC TN       -   849,294.25  1,691,723.94   sFT  1.00005291   -0 33 08.7
 GC2419;UTM  16      - 4,057,464.420   505,042.854   MT  0.99960031   +0 02 01.3
 GC2419
 GC2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2419!SPC KY1Z     -   0.99997455  x   1.00012714  =   1.00010169
 GC2419!SPC KY S     -   0.99997455  x   1.00001356  =   0.99998811
 GC2419!SPC TN       -   0.99997455  x   1.00005291  =   1.00002746
 GC2419!UTM  16      -   0.99997455  x   0.99960031  =   0.99957487
 GC2419
 GC2419|---------------------------------------------------------------------|
 GC2419| PID    Reference Object                     Distance      Geod. Az  |
 GC2419|                                                           dddmmss.s |
 GC2419| CG5678 DOT RM 1                             23.348 METERS 03257     |
 GC2419| CG5677 DOT AZ MK                                          1411307.9 |
 GC2419| CG5680 DOT RM 3                             27.436 METERS 30030     |
 GC2419| CG5679 DOT RM 2                             27.454 METERS 30031     |
 GC2419|---------------------------------------------------------------------|
 GC2419
 GC2419                          SUPERSEDED SURVEY CONTROL
 GC2419
 GC2419  NAD 83(1986)-  36 39 45.96509(N)    086 56 36.86289(W) AD(       ) 3
 GC2419  NAD 27      -  36 39 45.81500(N)    086 56 36.86300(W) AD(       ) 3
 GC2419
 GC2419.Superseded values are not recommended for survey control.
 GC2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2419.See file dsdata.txt to determine how the superseded data were derived.
 GC2419
 GC2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0504357464(NAD 83)
 GC2419_MARKER: DS = TRIANGULATION STATION DISK
 GC2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2419
 GC2419  HISTORY     - Date     Condition        Report By
 GC2419  HISTORY     - 1951     MONUMENTED       CGS
 GC2419  HISTORY     - 1966     GOOD             CGS
 GC2419  HISTORY     - 1977     GOOD             NGS
 GC2419
 GC2419                          STATION DESCRIPTION
 GC2419
 GC2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2419'STATION IS LOCATED ON THE PROPERTY OF T.M. AND M.H. ROGERS ABOUT 13
 GC2419'MILES SOUTH OF RUSSELLVILLE AND ABOUT 5 MILES WEST OF ADAIRVILLE.
 GC2419'IT IS 86 FEET NORTHEAST OF THE EAST CORNER OF A BARN, 61 FEET
 GC2419'NORTHEAST OF CENTER OF A GRAVEL ROAD, 61 FEET NORTH OF A POWER POLE
 GC2419'AND 5 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 GC2419'THE DISK IS STAMPED DOT 1951.
 GC2419'
 GC2419'REFERENCE MARK NO. 1 IS 137 FEET NORTHEAST OF CENTER OF GRAVEL ROAD.
 GC2419'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED DOT NO
 GC2419'1 1951.
 GC2419'
 GC2419'REFERENCE MARK NO. 2 IS 64 FEET NORTHEAST OF CENTER OF GRAVEL ROAD.
 GC2419'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED DOT NO 2
 GC2419'1951.
 GC2419'
 GC2419'AZIMUTH MARK IS 39 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 GC2419'2 FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 GC2419'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DOT
 GC2419'1951.
 GC2419'
 GC2419'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND 591
 GC2419'AT THE NORTHEAST CORNER OF THE SQUARE IN ADAIRVILLE, GO WEST ON
 GC2419'HIGHWAY 591 FOR 5.2 MILES TO THE JUNCTION OF STATE HIGHWAY 96.  TURN
 GC2419'LEFT ON HIGHWAY 96 AND GO 2.3 MILES TO A GRAVEL CROSSROAD.  TURN LEFT
 GC2419'ON GRAVEL ROAD AND GO 1.4 MILES TO A BARN ON RIGHT AND THE STATION ON
 GC2419'LEFT AS DESCRIBED.
 GC2419'
 GC2419'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON GRAVEL
 GC2419'ROAD FOR 0.4 MILE TO A HOUSE ON THE LEFT AND THE MARK AT THE
 GC2419'SOUTHEAST SIDE OF HOUSE AS DESCRIBED.
 GC2419'
 GC2419'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2419
 GC2419                          STATION RECOVERY (1966)
 GC2419
 GC2419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 GC2419'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GC2419'CONDITION, AND THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED.
 GC2419'DUE TO CHANGES IN THE TERRAIN, ROADS, AND PROPERTY OWNERSHIP, THE
 GC2419'ORIGINAL STATION DESCRIPTION IS NO LONGER ADEQUATE.
 GC2419'
 GC2419'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2419'
 GC2419'THE STATION IS LOCATED ON THE PROPERTY OF MR. BEN T. BAGGETT OF
 GC2419'CEDAR HILL, TENNESSEE, ABOUT 13 MILES SOUTH OF RUSSELLVILLE, ABOUT
 GC2419'5 MILES WEST OF ADAIRVILLE, AND 1-1/2 MILES NORTH OF THE
 GC2419'KENTUCKY-TENNESSEE STATE LINE.
 GC2419'
 GC2419'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 431 AND STATE ROUTE 591
 GC2419'AT THE NORTHEAST CORNER OF THE SQUARE IN ADAIRVILLE, GO WESTERLY
 GC2419'AND NORTH ON STATE ROUTE 591 FOR 5.2 MILES TO THE JUNCTION OF STATE
 GC2419'ROUTE 96.  HERE TURN SHARP LEFT AND GO SOUTHWESTERLY ON STATE
 GC2419'ROUTE 96 FOR 2.3 MILES TO THE INTERSECTION OF STATE ROUTE 1309 AND
 GC2419'THE BURCHETT GROCERY IN THE SOUTHEAST ANGLE.  HERE TURN
 GC2419'LEFT AND GO SOUTH AND SOUTHEASTERLY ON STATE ROUTE 1309 FOR
 GC2419'1.4 MILES TO A LARGE BARN ON THE RIGHT AND THE STATION ON THE
 GC2419'LEFT AS DESCRIBED.
 GC2419'
 GC2419'THE STATION IS IN A WOODED AREA, 85 FEET NORTH OF A 48-INCH WHITE
 GC2419'OAK TREE, 81 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A FIELD
 GC2419'ROAD, 79 FEET NORTHEAST OF A NORTHEAST FENCE CORNER, 58 FEET
 GC2419'NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 1309, AND 0.6
 GC2419'OF A FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC2419'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC2419'CONCRETE MONUMENT AND THE DISK IS STAMPED DOT 1951.
 GC2419'
 GC2419'REFERENCE MARK NO. 1 IS IN A WOODED AREA, 135 FEET NORTHEAST OF THE
 GC2419'APPROXIMATED CENTER OF STATE ROUTE 1309, 84 FEET NORTHWEST OF THE
 GC2419'APPROXIMATE CENTER OF A FIELD ROAD, AND 0.6 OF A FOOT SOUTHWEST OF
 GC2419'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GC2419'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 GC2419'INCHES AND THE DISK IS STAMPED DOT NO 1 1951.
 GC2419'
 GC2419'REFERENCE MARK NO. 2 IS IN A WOODED AREA, 65 FEET NORTHEAST OF
 GC2419'THE APPROXIMATE CENTER OF STATE ROUTE 1309 AND 0.6 OF A FOOT
 GC2419'SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GC2419'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 GC2419'PROJECTS 4 INCHES AND THE DISK IS STAMPED DOT NO 2 1951.
 GC2419'
 GC2419'DUE TO HEAVY WOODS, THE REFERENCE MARKS COULD NOT BE MEASURED
 GC2419'BETWEEN.
 GC2419'
 GC2419'THE AZIMUTH MARK IS ON THE PROPERTY OF MR. WILLIE HALLMAN, ABOUT
 GC2419'0.4 OF A MILE SOUTHEAST OF THE STATION.  IT IS 66 FEET NORTHEAST
 GC2419'OF A 48-INCH WHITE OAK TREE, 52 FEET NORTHWEST OF THE APPROXIMATE
 GC2419'CENTER OF A DRIVEWAY LEADING TO A BARN, 48 FEET SOUTHEAST OF AN
 GC2419'18-INCH PEAR TREE, 40 FEET EAST OF THE SOUTHEAST CORNER OF A
 GC2419'FRAME HOUSE, AND 0.7 OF A FOOT SOUTHWEST OF A METAL WITNESS POST
 GC2419'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 14-INCH,
 GC2419'SQUARE, FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED DOT
 GC2419'1951.
 GC2419'
 GC2419'THIS WAS NOT AN OCCUPIED STATION.
 GC2419'
 GC2419'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 GC2419'WEST OF ADAIRVILLE.
 GC2419
 GC2419                          STATION RECOVERY (1977)
 GC2419
 GC2419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC2419'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 GC2419'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND WITH THE TOP SHEARED
 GC2419'OFF AND A NEW DISK (REFERENCE MARK 3) WAS SET IN THE MONUMENT.  THE
 GC2419'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY 0.06 OF
 GC2419'A FOOT AND THE DIRECTION BY 2 MINUTES AND 23 SECONDS.  A NEW
 GC2419'DESCRIPTION FOLLOWS--
 GC2419'
 GC2419'THE STATION IS ON THE PROPERTY OF MR. GLENN GAINOUS, ROUTE NO. 3,
 GC2419'ADAIRVILLE, KY. 29 FEET WEST OF A 12 INCH OAK TREE, 24 FEET EAST OF
 GC2419'A TWIN TRUNK 18 INCH OAK TREE, 37 FEET NORTHEAST OF A FENCE, 61
 GC2419'FEET NORTHEAST OF THE CENTERLINE OF PAVED ROAD, 71 FEET NORTH OF
 GC2419'THE NORTH GATE POST OF FIELD ENTRANCE AND 1 FOOT SOUTHEAST OF A
 GC2419'METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 GC2419'IS STAMPED DOT 1951.
 GC2419'
 GC2419'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND 591
 GC2419'AT THE NORTHEAST CORNER OF THE SQUARE AT ADAIRVILLE, GO WEST ON
 GC2419'HIGHWAY 591 FOR 5.2 MILES TO THE JUNCTION OF HIGHWAY 96.  TURN
 GC2419'LEFT ON HIGHWAY 96 AND GO 2.3 MILES TO A PAVED CROSSROAD (STORE
 GC2419'ON THE LEFT) TURN LEFT AND GO SOUTHEASTERLY ON THE PAVED ROAD FOR
 GC2419'1.4 MILES TO THE STATION ON THE LEFT.  CONTINUE ON THE ROAD FOR
 GC2419'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GC2419'
 GC2419'REFERENCE MARK 1 IS 20 FEET NORTHEAST OF A 12 INCH OAK TREE, 14 FEET
 GC2419'WEST OF A 14 INCH OAK TREE, 137 FEET NORTHEAST OF THE CENTERLINE OF
 GC2419'THE ROAD AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  THE
 GC2419'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED DOT NO 1 1951.
 GC2419'
 GC2419'REFERENCE MARK 3 IS 17 FEET NORTHEAST OF A 16 INCH OAK TREE, 64
 GC2419'FEET NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 118 FEET
 GC2419'SOUTHEAST OF A WIRE FENCE AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 GC2419'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED DOT
 GC2419'1951 NO 3 1977.
 GC2419'
 GC2419'THE AZIMUTH MARK IS 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2419'CARPORT OF A BRICK HOUSE, 50 FEET SOUTHEAST OF AN 18 INCH PEAR TREE,
 GC2419'19 FEET SOUTHWEST OF A FENCE, 11 FEET NORTHEAST OF THE CENTERLINE
 GC2419'OF A GRAVELED DRIVEWAY AND 175 FEET NORTHEAST OF THE CENTERLINE OF
 GC2419'THE ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GC2419'STAMPED DOT 1951.
 GC2419'
 GC2419'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 GC2419'WEST OF ADAIRVILLE.
 GC2419'
 GC2419'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2827 ***********************************************************************
 GZ2827  DESIGNATION -  DOUGLAS
 GZ2827  PID         -  GZ2827
 GZ2827  STATE/COUNTY-  KY/HARDIN
 GZ2827  USGS QUAD   -  COLESBURG (1991)
 GZ2827
 GZ2827                         *CURRENT SURVEY CONTROL
 GZ2827  ___________________________________________________________________
 GZ2827* NAD 83(1993)-  37 48 18.98682(N)    085 51 00.27554(W)     ADJUSTED  
 GZ2827* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 GZ2827  ___________________________________________________________________
 GZ2827  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 GZ2827  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GZ2827
 GZ2827  HORZ ORDER  -  THIRD
 GZ2827
 GZ2827.The horizontal coordinates were established by classical geodetic methods
 GZ2827.and adjusted by the National Geodetic Survey in December 1995..
 GZ2827
 GZ2827.The orthometric height was scaled from a topographic map.
 GZ2827
 GZ2827.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2827
 GZ2827.The geoid height was determined by GEOID03.
 GZ2827
 GZ2827;                    North         East     Units Scale Factor Converg.
 GZ2827;SPC KY1Z     - 1,163,364.159 1,491,187.672   MT  0.99990571   -0 03 41.2
 GZ2827;SPC KY1Z     - 3,816,803.91  4,892,338.22   sFT  0.99990571   -0 03 41.2
 GZ2827;SPC KY S     -   663,356.397   491,187.025   MT  0.99997914   -0 03 38.5
 GZ2827;SPC KY S     - 2,176,361.78  1,611,502.76   sFT  0.99997914   -0 03 38.5
 GZ2827;SPC KY N     -    35,108.460   359,093.634   MT  1.00002835   -0 59 43.3
 GZ2827;SPC KY N     -   115,185.01  1,178,126.36   sFT  1.00002835   -0 59 43.3
 GZ2827;UTM  16      - 4,184,832.863   601,228.289   MT  0.99972621   +0 42 17.8
 GZ2827
 GZ2827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2827!SPC KY1Z     -   0.99996501  x   0.99990571  =   0.99987072
 GZ2827!SPC KY S     -   0.99996501  x   0.99997914  =   0.99994415
 GZ2827!SPC KY N     -   0.99996501  x   1.00002835  =   0.99999336
 GZ2827!UTM  16      -   0.99996501  x   0.99972621  =   0.99969123
 GZ2827
 GZ2827:                Primary Azimuth Mark                     Grid Az
 GZ2827:SPC KY1Z     -  DOUGLAS AZ MK                            042 07 10.7
 GZ2827:SPC KY S     -  DOUGLAS AZ MK                            042 07 08.0
 GZ2827:SPC KY N     -  DOUGLAS AZ MK                            043 03 12.8
 GZ2827:UTM  16      -  DOUGLAS AZ MK                            041 21 11.7
 GZ2827
 GZ2827|---------------------------------------------------------------------|
 GZ2827| PID    Reference Object                     Distance      Geod. Az  |
 GZ2827|                                                           dddmmss.s |
 GZ2827| CG8538 DOUGLAS AZ MK                                      0420329.5 |
 GZ2827| CG8539 DOUGLAS RM 1                         26.488 METERS 21938     |
 GZ2827| CG8540 DOUGLAS RM 2                         28.843 METERS 32646     |
 GZ2827|---------------------------------------------------------------------|
 GZ2827
 GZ2827                          SUPERSEDED SURVEY CONTROL
 GZ2827
 GZ2827  NAD 83(1986)-  37 48 18.99382(N)    085 51 00.28349(W) AD(       ) 3
 GZ2827  NAD 27      -  37 48 18.77800(N)    085 51 00.42600(W) AD(       ) 3
 GZ2827
 GZ2827.Superseded values are not recommended for survey control.
 GZ2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2827.See file dsdata.txt to determine how the superseded data were derived.
 GZ2827
 GZ2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0122884833(NAD 83)
 GZ2827_MARKER: DS = TRIANGULATION STATION DISK
 GZ2827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2827
 GZ2827  HISTORY     - Date     Condition        Report By
 GZ2827  HISTORY     - 1951     MONUMENTED       CGS
 GZ2827  HISTORY     - 1955     GOOD             USA
 GZ2827
 GZ2827                          STATION DESCRIPTION
 GZ2827
 GZ2827'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2827'STATION IS LOCATED ABOUT 8 MILES NORTH OF ELIZABETHTOWN AND 5 MILES
 GZ2827'NORTHWEST OF COLESBURG NEAR THE BOUNDARY OF THE FORT KNOX MILITARY
 GZ2827'RESERVATION. IT IS 125 FEET EAST OF THE CENTER OF STATE HIGHWAY 251,
 GZ2827'50 FEET NORTHWEST OF A FENCE CORNER, 31 FEET WEST OF THE CENTER OF A
 GZ2827'GRAVEL ROAD AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST. THE MARK
 GZ2827'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED DOUGLAS 1951.
 GZ2827'
 GZ2827'REFERENCE MARK NO. 1 IS 47 FEET EAST OF A POWER LINE POLE AND 29 FEET
 GZ2827'WEST OF THE CENTER OF THE GRAVEL ROAD. THE MARK PROJECTS ABOUT 3
 GZ2827'INCHES AND THE DISK IS STAMPED DOUGLAS NO 1 1951.
 GZ2827'
 GZ2827'REFERENCE MARK NO. 2 IS 55 FEET EAST OF THE CENTER OF HIGHWAY 251 AND
 GZ2827'16 FEET EAST OF THE EDGE OF THE HIGHWAY CUT. THE MARK PROJECTS
 GZ2827'ABOUT 2 INCHES AND THE DISK IS STAMPED DOUGLAS NO 2 1951.
 GZ2827'
 GZ2827'AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 4 FEET
 GZ2827'SOUTHEAST OF A TELEPHONE POLE AND 2 FEET EAST OF A WHITE WITNESS
 GZ2827'POST. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GZ2827'DOUGLAS 1951.
 GZ2827'
 GZ2827'TO REACH THE STATION FROM THE HARDIN COUNTY COURTHOUSE IN
 GZ2827'ELIZABETHTOWN, GO NORTHWEST ON U.S. HIGHWAY 31W FOR 0.3 MILE TO
 GZ2827'JUNCTION WITH STATE HIGHWAY 251, TURN RIGHT AND GO NORTHEAST AND
 GZ2827'NORTH ON HIGHWAY 251 FOR 6.2 MILES TO JUNCTION WITH STATE HIGHWAY
 GZ2827'434, CONTINUE NORTH ON HIGHWAY 251 FOR 1.6 MILES TO A SIDE ROAD
 GZ2827'RIGHT, TURN RIGHT ON GRAVEL ROAD FOR ABOUT 0.05 MILE AND THE
 GZ2827'STATION ON THE LEFT AS DESCRIBED.
 GZ2827'
 GZ2827'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ACROSS FIELD
 GZ2827'TO A GRAVEL ROAD AND THE MARK AS DESCRIBED.
 GZ2827'
 GZ2827'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GZ2827
 GZ2827                          STATION RECOVERY (1955)
 GZ2827
 GZ2827'RECOVERY NOTE BY US ARMY 1955
 GZ2827'STATION, AZIMUTH MARK, AND REFERENCE MARKS ARE ALL IN GOOD CONDITION,
 GZ2827'AND THE DESCRIPTION IS ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2851 ***********************************************************************
 GZ2851  DESIGNATION -  DOYLES
 GZ2851  PID         -  GZ2851
 GZ2851  STATE/COUNTY-  KY/MADISON
 GZ2851  USGS QUAD   -  UNION CITY (1979)
 GZ2851
 GZ2851                         *CURRENT SURVEY CONTROL
 GZ2851  ___________________________________________________________________
 GZ2851* NAD 83(1993)-  37 51 29.26161(N)    084 12 38.47425(W)     ADJUSTED  
 GZ2851* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 GZ2851  ___________________________________________________________________
 GZ2851  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 GZ2851  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GZ2851
 GZ2851  HORZ ORDER  -  THIRD
 GZ2851
 GZ2851.The horizontal coordinates were established by classical geodetic methods
 GZ2851.and adjusted by the National Geodetic Survey in December 1995..
 GZ2851
 GZ2851.The orthometric height was scaled from a topographic map.
 GZ2851
 GZ2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2851
 GZ2851.The geoid height was determined by GEOID03.
 GZ2851
 GZ2851;                    North         East     Units Scale Factor Converg.
 GZ2851;SPC KY1Z     - 1,170,342.399 1,635,442.662   MT  0.99990499   +0 56 42.3
 GZ2851;SPC KY1Z     - 3,839,698.35  5,365,614.80   sFT  0.99990499   +0 56 42.3
 GZ2851;SPC KY S     -   670,321.599   635,453.938   MT  0.99998714   +0 56 00.7
 GZ2851;SPC KY S     - 2,199,213.45  2,084,818.46   sFT  0.99998714   +0 56 00.7
 GZ2851;SPC KY N     -    39,751.826   503,459.636   MT  1.00001820   +0 01 28.0
 GZ2851;SPC KY N     -   130,419.12  1,651,767.16   sFT  1.00001820   +0 01 28.0
 GZ2851;UTM  16      - 4,193,741.629   745,389.379   MT  1.00034173   +1 42 45.6
 GZ2851
 GZ2851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2851!SPC KY1Z     -   0.99995994  x   0.99990499  =   0.99986494
 GZ2851!SPC KY S     -   0.99995994  x   0.99998714  =   0.99994708
 GZ2851!SPC KY N     -   0.99995994  x   1.00001820  =   0.99997814
 GZ2851!UTM  16      -   0.99995994  x   1.00034173  =   1.00030166
 GZ2851
 GZ2851|---------------------------------------------------------------------|
 GZ2851| PID    Reference Object                     Distance      Geod. Az  |
 GZ2851|                                                           dddmmss.s |
 GZ2851| DB9212 DOYLES RM 1                           8.031 METERS 05822     |
 GZ2851| DB9213 DOYLES RM 2                           9.670 METERS 18801     |
 GZ2851| DB9211 DOYLES AZ MK                                       2185116.9 |
 GZ2851| GZ2899 WINN                                APPROX.16.2 KM 3423133.7 |
 GZ2851|---------------------------------------------------------------------|
 GZ2851
 GZ2851                          SUPERSEDED SURVEY CONTROL
 GZ2851
 GZ2851  NAD 83(1986)-  37 51 29.26833(N)    084 12 38.48009(W) AD(       ) 3
 GZ2851  NAD 27      -  37 51 28.97300(N)    084 12 38.74100(W) AD(       ) 3
 GZ2851
 GZ2851.Superseded values are not recommended for survey control.
 GZ2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2851.See file dsdata.txt to determine how the superseded data were derived.
 GZ2851
 GZ2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4538993742(NAD 83)
 GZ2851_MARKER: DS = TRIANGULATION STATION DISK
 GZ2851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2851
 GZ2851  HISTORY     - Date     Condition        Report By
 GZ2851  HISTORY     - 1951     MONUMENTED       CGS
 GZ2851
 GZ2851                          STATION DESCRIPTION
 GZ2851
 GZ2851'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2851'STATION IS LOCATED ABOUT 9-1/2 MILES NORTHEAST OF RICHMOND AND ABOUT
 GZ2851'9 MILES SOUTH OF WINCHESTER.  IT IS 25 FEET NORTH OF A 30 INCH
 GZ2851'TREE, 12 FEET WEST OF THE CENTER OF A DRIVEWAY, 3 FEET SOUTHWEST OF A
 GZ2851'WHITE WITNESS POST AND 2 FEET WEST OF A FENCELINE.  THE MARK IS
 GZ2851'FLUSH AND THE DISK IS STAMPED DOYLES 1951.
 GZ2851'
 GZ2851'REFERENCE MARK NO. 1 IS 9 FEET EAST OF THE CENTER OF THE DRIVEWAY AND
 GZ2851'1 FOOT WEST OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS
 GZ2851'STAMPED DOYLES NO 1 1951.
 GZ2851'
 GZ2851'REFERENCE MARK NO. 2 IS 15 FEET WEST OF THE CENTER OF THE DRIVEWAY, 6
 GZ2851'FEET SOUTHWEST OF A 30 INCH TREE AND 3 FEET WEST OF A FENCELINE.
 GZ2851'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DOYLES NO 2 1951.
 GZ2851'
 GZ2851'AZIMUTH MARK IS 16 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 GZ2851'WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCELINE.  THE
 GZ2851'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DOYLES 1951.
 GZ2851'
 GZ2851'TO REACH THE STATION FROM THE MADISON COUNTY COURTHOUSE IN RICHMOND,
 GZ2851'GO NORTHEAST ON U.S. HIGHWAY NO. 227 FOR 8.25 MILES TO A
 GZ2851'PAVED T-ROAD RIGHT, TURN RIGHT AND GO 0.15 MILE TO WHERE ROAD FORKS,
 GZ2851'TURN RIGHT AND GO 2.1 MILES TO A T-ROAD RIGHT, CONTINUE
 GZ2851'STRAIGHT AHEAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GZ2851'FOR 0.1 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT ON
 GZ2851'DRIVEWAY AND GO 0.1 MILE TO THE STATION ON THE LEFT AS
 GZ2851'
 GZ2851'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2382 ***********************************************************************
 GC2382  DESIGNATION -  DRAKES
 GC2382  PID         -  GC2382
 GC2382  STATE/COUNTY-  KY/SIMPSON
 GC2382  USGS QUAD   -  FRANKLIN (1994)
 GC2382
 GC2382                         *CURRENT SURVEY CONTROL
 GC2382  ___________________________________________________________________
 GC2382* NAD 83(1993)-  36 43 09.04532(N)    086 32 26.04144(W)     ADJUSTED  
 GC2382* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 GC2382  ___________________________________________________________________
 GC2382  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 GC2382  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GC2382
 GC2382  HORZ ORDER  -  THIRD
 GC2382
 GC2382.The horizontal coordinates were established by classical geodetic methods
 GC2382.and adjusted by the National Geodetic Survey in December 1995..
 GC2382
 GC2382.The orthometric height was scaled from a topographic map.
 GC2382
 GC2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2382
 GC2382.The geoid height was determined by GEOID03.
 GC2382
 GC2382;                    North         East     Units Scale Factor Converg.
 GC2382;SPC KY1Z     - 1,043,123.819 1,429,365.651   MT  1.00010702   -0 29 07.4
 GC2382;SPC KY1Z     - 3,422,315.40  4,689,510.47   sFT  1.00010702   -0 29 07.4
 GC2382;SPC KY S     -   543,114.323   429,373.005   MT  1.00000260   -0 28 46.0
 GC2382;SPC KY S     - 1,781,867.57  1,408,701.27   sFT  1.00000260   -0 28 46.0
 GC2382;SPC TN       -   264,852.800   551,703.829   MT  1.00006766   -0 18 59.3
 GC2382;SPC TN       -   868,937.89  1,810,048.31   sFT  1.00006766   -0 18 59.3
 GC2382;UTM  16      - 4,063,819.102   541,028.502   MT  0.99962074   +0 16 28.9
 GC2382
 GC2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2382!SPC KY1Z     -   0.99997287  x   1.00010702  =   1.00007989
 GC2382!SPC KY S     -   0.99997287  x   1.00000260  =   0.99997547
 GC2382!SPC TN       -   0.99997287  x   1.00006766  =   1.00004053
 GC2382!UTM  16      -   0.99997287  x   0.99962074  =   0.99959362
 GC2382
 GC2382|---------------------------------------------------------------------|
 GC2382| PID    Reference Object                     Distance      Geod. Az  |
 GC2382|                                                           dddmmss.s |
 GC2382| CG5687 DRAKES RM 3                          25.644 METERS 03100     |
 GC2382| CG5685 DRAKES RM 1                          26.634 METERS 07612     |
 GC2382| CG5683 DRAKES AZ MK                                       2011257.0 |
 GC2382| CG5684 DRAKES AZ MK 2                                     2011309.7 |
 GC2382| GC2392 55 JJS USGS 1951                    127.534 METERS 25833     |
 GC2382| GC2383 FRANKLIN MUNICIPAL TANK             APPROX. 2.9 KM 2772554.2 |
 GC2382| CG5686 DRAKES RM 2                          26.451 METERS 33406     |
 GC2382| CG5688 DRAKES RM 4                          14.455 METERS 33651     |
 GC2382|---------------------------------------------------------------------|
 GC2382
 GC2382                          SUPERSEDED SURVEY CONTROL
 GC2382
 GC2382  NAD 83(1986)-  36 43 09.05463(N)    086 32 26.04737(W) AD(       ) 3
 GC2382  NAD 27      -  36 43 08.91900(N)    086 32 26.05200(W) AD(       ) 3
 GC2382
 GC2382.Superseded values are not recommended for survey control.
 GC2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2382.See file dsdata.txt to determine how the superseded data were derived.
 GC2382
 GC2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4102963819(NAD 83)
 GC2382_MARKER: DS = TRIANGULATION STATION DISK
 GC2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2382
 GC2382  HISTORY     - Date     Condition        Report By
 GC2382  HISTORY     - 1951     MONUMENTED       CGS
 GC2382  HISTORY     - 1977     SEE DESCRIPTION  NGS
 GC2382
 GC2382                          STATION DESCRIPTION
 GC2382
 GC2382'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2382'STATION IS LOCATED ABOUT 2 MILES EAST OF FRANKLIN IN THE Y FORMED BY
 GC2382'THE JUNCTION OF STATE HIGHWAYS 100 AND 265.  IT IS 75 FEET NORTH OF
 GC2382'THE CENTER OF STATE HIGHWAY 100, 65 FEET SOUTH OF THE CENTER OF STATE
 GC2382'HIGHWAY 265, 23 FEET EAST OF A TRIANGULAR BLAZED 24 INCH OAK TREE,
 GC2382'21 FEET NORTH OF THE CENTER OF WOODS ROAD AND 7 FEET SOUTHWEST OF A
 GC2382'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 GC2382'IS STAMPED DRAKES 1951.
 GC2382'
 GC2382'REFERENCE MARK NO. 1 IS SET IN A CLEARING IN THE WOODED AREA.  THE
 GC2382'MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED DRAKES
 GC2382'NO 1 1951.
 GC2382'
 GC2382'REFERENCE MARK NO. 2 IS 21 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 GC2382'265 AND 3 FEET NORTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 GC2382'ABOUT 4 INCHES AND THE DISK IS STAMPED DRAKES NO 2 1951.
 GC2382'
 GC2382'THE AZIMUTH MARK IS 25 FEET WEST OF THE CENTER OF STATE HIGHWAY 73, 5
 GC2382'FEET EAST OF FENCE LINE, 4 FEET NORTH OF POWER LINE POLE AND 3
 GC2382'FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 GC2382'AND THE DISK STAMPED DRAKES 1951.
 GC2382'
 GC2382'55 JJS (USGS) BM IS 21 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 100
 GC2382'AND 265 AND 4 FEET SOUTHWEST OF A POWER LINE POLE.  THE MARK IS AN
 GC2382'8X8 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES AND THE DISK STAMPED
 GC2382'55 JJS 1950, 646 (FEET ABOVE SEA LEVEL).
 GC2382'
 GC2382'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC2382'HIGHWAY 73 AND 100 AT THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE
 GC2382'IN FRANKLIN, GO EAST ON STATE HIGHWAY 73 AND 100 FOR 2.05 MILES TO
 GC2382'JUNCTION WITH STATE HIGHWAY 73 RIGHT, (*) CONTINUE STRAIGHT
 GC2382'AHEAD ON STATE HIGHWAY 100 FOR ABOUT 0.05 MILE TO JUNCTION WITH STATE
 GC2382'HIGHWAY 265, BEAR LEFT ON HIGHWAY 265 FOR ABOUT 100 FEET TO DIRT
 GC2382'ROAD RIGHT, BEAR RIGHT ON DIRT ROAD FOR 0.05 MILE TO THE STATION ON
 GC2382'THE LEFT AS DESCRIBED.
 GC2382'
 GC2382'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, BEAR RIGHT AND GO
 GC2382'SOUTH ON STATE HIGHWAY 73 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 GC2382'RIGHT AS DESCRIBED.
 GC2382'
 GC2382'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2382
 GC2382                          STATION RECOVERY (1977)
 GC2382
 GC2382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC2382'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION.  THE
 GC2382'SURFACE STATION MARK AND REFERENCE MARK 2 WERE FOUND DESTROYED BY
 GC2382'GRADING.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED TO HAVE BEEN
 GC2382'DESTROYED BY THE GRADING.  THE AZIMUTH MARK WAS FOUND WITH THE TOP
 GC2382'SHEARED OFF AND THE DISK GONE.  A NEW DISK WAS SET IN THE SAME
 GC2382'MONUMENT AND USED FOR THE NEW AZIMUTH MARK.  REFERENCE MARKS 3
 GC2382'AND 4 WERE SET ALONG WITH A NEW SURFACE STATION MARK.  A NEW
 GC2382'DESCRIPTION FOLLOWS--
 GC2382'
 GC2382'THE STATION IS LOCATED IN A Y FORMED BY THE JUNCTION OF STATE
 GC2382'HIGHWAYS 265 AND 100, ON THE PROPERTY OF MR. GEORGE LANEY, ROUTE 5,
 GC2382'FRANKLIN, KY, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 32 FEET
 GC2382'SOUTHEAST OF A 16 INCH OAK TREE, 32 FEET WEST OF A 36 INCH OAK
 GC2382'TREE, 65 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 265 AND 75 FEET
 GC2382'NORTH OF THE CENTERLINE OF HIGHWAY 100.  THE MONUMENT IS 2
 GC2382'INCHES UNDERGROUND AND THE DISK IS STAMPED DRAKES 1951
 GC2382'1977.
 GC2382'
 GC2382'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GC2382'MAGNETS, STAMPED DRAKES 1951 NO 3 1977, PROJECTING 5 INCHES, 6
 GC2382'INCHES EAST OF A METAL WITNESS POST, 44 FEET WEST OF A 16 INCH
 GC2382'HICKORY TREE AND 20 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 265.
 GC2382'
 GC2382'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GC2382'MAGNETS, STAMPED DRAKES 1951 NO 4 1977, PROJECTING 3 INCHES, 13 FEET
 GC2382'NORTH OF A 16 INCH OAK TREE, 18 FEET WEST OF AN 18 INCH OAK TREE,
 GC2382'20 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 265 AND 1 FOOT EAST OF
 GC2382'A METAL WITNESS POST.
 GC2382'
 GC2382'THE AZIMUTH MARK IS 5 FEET EAST OF A FENCE, 25 FEET WEST OF THE
 GC2382'CENTERLINE OF STATE HIGHWAY 73, 5 FEET NORTHEAST OF A POWER POLE
 GC2382'AND 1 FOOT SOUTH OF A METAL WITNESS POST, THE MONUMENT PROJECTS 2
 GC2382'INCHES AND THE DISK IS STAMPED DRAKES 1951 NO 2 1977.
 GC2382'
 GC2382'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HIGHWAYS 100 AND 73
 GC2382'(JUST WEST OF THE STATION) GO SOUTH ON HIGHWAY 73 FOR 0.15 MILE TO
 GC2382'THE AZIMUTH MARK ON THE RIGHT.
 GC2382'
 GC2382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 GC2382'EAST OF FRANKLIN.
 GC2382'
 GC2382'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3348 ***********************************************************************
 GY3348  DESIGNATION -  DRIP
 GY3348  PID         -  GY3348
 GY3348  STATE/COUNTY-  KY/ESTILL
 GY3348  USGS QUAD   -  LEIGHTON (1952)
 GY3348
 GY3348                         *CURRENT SURVEY CONTROL
 GY3348  ___________________________________________________________________
 GY3348* NAD 83(1993)-  37 35 33.59532(N)    083 57 50.54447(W)     ADJUSTED  
 GY3348* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 GY3348  ___________________________________________________________________
 GY3348  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 GY3348  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GY3348
 GY3348  HORZ ORDER  -  THIRD
 GY3348
 GY3348.The horizontal coordinates were established by classical geodetic methods
 GY3348.and adjusted by the National Geodetic Survey in December 1995..
 GY3348
 GY3348.The orthometric height was scaled from a topographic map.
 GY3348
 GY3348.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3348
 GY3348.The geoid height was determined by GEOID03.
 GY3348
 GY3348;                    North         East     Units Scale Factor Converg.
 GY3348;SPC KY1Z     - 1,141,273.051 1,657,706.233   MT  0.99991714   +1 05 47.4
 GY3348;SPC KY1Z     - 3,744,326.67  5,438,657.87   sFT  0.99991714   +1 05 47.4
 GY3348;SPC KY S     -   641,245.655   657,712.525   MT  0.99995555   +1 04 59.2
 GY3348;SPC KY S     - 2,103,820.12  2,157,845.18   sFT  0.99995555   +1 04 59.2
 GY3348;UTM  17      - 4,164,753.511   238,302.259   MT  1.00044366   -1 48 33.2
 GY3348;UTM  16      - 4,164,956.572   768,049.113   MT  1.00048511   +1 51 11.4
 GY3348
 GY3348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3348!SPC KY1Z     -   0.99994021  x   0.99991714  =   0.99985735
 GY3348!SPC KY S     -   0.99994021  x   0.99995555  =   0.99989576
 GY3348!UTM  17      -   0.99994021  x   1.00044366  =   1.00038384
 GY3348!UTM  16      -   0.99994021  x   1.00048511  =   1.00042529
 GY3348
 GY3348|---------------------------------------------------------------------|
 GY3348| PID    Reference Object                     Distance      Geod. Az  |
 GY3348|                                                           dddmmss.s |
 GY3348| DB9216 DRIP RM 1                            11.123 METERS 16929     |
 GY3348| GY3347 DRIP ROCK                           APPROX. 1.7 KM 1931131.8 |
 GY3348| DB9217 DRIP RM 2                             7.585 METERS 28749     |
 GY3348| GY3349 TT 35 EV USGS 1951                   67.385 METERS 29129     |
 GY3348|---------------------------------------------------------------------|
 GY3348
 GY3348                          SUPERSEDED SURVEY CONTROL
 GY3348
 GY3348  NAD 83(1986)-  37 35 33.60124(N)    083 57 50.54993(W) AD(       ) 3
 GY3348  NAD 27      -  37 35 33.30600(N)    083 57 50.81700(W) AD(       ) 3
 GY3348
 GY3348.Superseded values are not recommended for survey control.
 GY3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3348.See file dsdata.txt to determine how the superseded data were derived.
 GY3348
 GY3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB3830264754(NAD 83)
 GY3348_MARKER: DS = TRIANGULATION STATION DISK
 GY3348_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3348_SP_SET: PREFABRICATED CONCRETE POST
 GY3348
 GY3348  HISTORY     - Date     Condition        Report By
 GY3348  HISTORY     - 1951     MONUMENTED       CGS
 GY3348
 GY3348                          STATION DESCRIPTION
 GY3348
 GY3348'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GY3348'STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF SAND GAP AND 6 MILES
 GY3348'SOUTH OF IRVINE, ON THE CREST OF A RIDGE, AT A POINT WHERE STATE
 GY3348'HIGHWAY 89 FORMS A HORSE SHOE CURVE AROUND THE NORTHWEST SIDE OF A
 GY3348'HIGH HILL.  IT IS ABOUT 250 FEET NORTHEAST OF THE CENTER OF
 GY3348'STATE HIGHWAY 89 (AT CURVE), 27 FEET NORTH OF A 10 INCH GUM TREE WITH
 GY3348'A TRIANGLE BLAZE ON THE NORTH SIDE, 17 FEET EAST OF AN 8 INCH GUM
 GY3348'TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE AND 8 FEET WEST OF A
 GY3348'WHITE WITNESS POST.  THE MARK IS AN 8 INCH CAST IRON PIPE FILLED WITH
 GY3348'CONCRETE THAT PROJECTS ABOUT 4 INCHES.  THE DISK IS SET IN THE TOP
 GY3348'OF THE PIPE AND IS STAMPED DRIP 1951.
 GY3348'
 GY3348'REFERENCE MARK NO. 1 IS 10 FEET SOUTHEAST OF THE BLAZED 10 INCH GUM
 GY3348'TREE AND IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.  THE
 GY3348'DISK IS FLUSH IN BEDROCK AND IS STAMPED DRIP NO 1 1951.
 GY3348'
 GY3348'REFERENCE MARK NO. 2 IS 9 FEET SOUTHWEST OF THE BLAZED 8 INCH GUM
 GY3348'TREE AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.  THE
 GY3348'DISK IS FLUSH IN BEDROCK AND IS STAMPED DRIP NO 2 1951.
 GY3348'
 GY3348'TT 35 EV (USGS) BM IS 27 FEET NORTH OF THE CENTER OF STATE HIGHWAY 89
 GY3348'AND 3 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS AN 8X8 INCH
 GY3348'CONCRETE POST THAT PROJECTS ABOUT 6 INCHES WITH A STANDARD BRONZE
 GY3348'USGS BENCH MARK DISK IN THE TOP STAMPED TT 35 EV 1351 1950.
 GY3348'
 GY3348'TO REACH THE STATION FROM THE ESTILL COUNTY COURT HOUSE IN IRVINE, GO
 GY3348'WEST ON STATE HIGHWAYS 89 AND 52 FOR 0.25 MILE TO WHERE HIGHWAY 89
 GY3348'TURNS LEFT, TURN LEFT ON HIGHWAY 89 FOR 7.45 MILES TO WHERE HIGHWAY
 GY3348'89 TURNS RIGHT AND A GRAVEL ROAD CONTINUES STRAIGHT AHEAD, TURN
 GY3348'RIGHT ON HIGHWAY FOR 0.35 MILE TO A T INTERSECTION JUST AFTER
 GY3348'CROSSING A LARGE STEEL BRIDGE, TURN LEFT ON HIGHWAY (THIS IS
 GY3348'ALSO U.S. FOREST SERVICE TRAIL NO. 17) FOR 0.75 MILE TO A FORK, KEEP
 GY3348'LEFT ON HIGHWAY ACROSS BRIDGE AND GO 2.2 MILES TO WHERE HIGHWAY
 GY3348'MAKES A SHARP LEFT TURN AND TT 35 EV (USGS) BM ON THE RIGHT.  THIS
 GY3348'IS THE END OF TRUCK TRAVEL, FROM HERE PACK NORTHEASTERLY UP LEDGE AND
 GY3348'ALONG RIDGE FOR ABOUT 250 FEET TO THE STATION AS DESCRIBED.
 GY3348'
 GY3348'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3348'
 GY3348'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3347 ***********************************************************************
 GY3347  DESIGNATION -  DRIP ROCK
 GY3347  PID         -  GY3347
 GY3347  STATE/COUNTY-  KY/JACKSON
 GY3347  USGS QUAD   -  LEIGHTON (1952)
 GY3347
 GY3347                         *CURRENT SURVEY CONTROL
 GY3347  ___________________________________________________________________
 GY3347* NAD 83(1993)-  37 34 39.76152(N)    083 58 06.39957(W)     ADJUSTED  
 GY3347* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 GY3347  ___________________________________________________________________
 GY3347  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 GY3347  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GY3347
 GY3347  HORZ ORDER  -  SECOND
 GY3347
 GY3347.The horizontal coordinates were established by classical geodetic methods
 GY3347.and adjusted by the National Geodetic Survey in December 1995..
 GY3347
 GY3347.The orthometric height was scaled from a topographic map.
 GY3347
 GY3347.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3347
 GY3347.The geoid height was determined by GEOID03.
 GY3347
 GY3347;                    North         East     Units Scale Factor Converg.
 GY3347;SPC KY1Z     - 1,139,606.351 1,657,349.055   MT  0.99991846   +1 05 37.7
 GY3347;SPC KY1Z     - 3,738,858.50  5,437,486.02   sFT  0.99991846   +1 05 37.7
 GY3347;SPC KY S     -   639,578.976   657,354.945   MT  0.99995441   +1 04 49.6
 GY3347;SPC KY S     - 2,098,352.02  2,156,672.02   sFT  0.99995441   +1 04 49.6
 GY3347;UTM  17      - 4,163,106.189   237,860.827   MT  1.00044651   -1 48 40.7
 GY3347;UTM  16      - 4,163,284.356   767,713.778   MT  1.00048290   +1 50 59.5
 GY3347
 GY3347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3347!SPC KY1Z     -   0.99993753  x   0.99991846  =   0.99985600
 GY3347!SPC KY S     -   0.99993753  x   0.99995441  =   0.99989194
 GY3347!UTM  17      -   0.99993753  x   1.00044651  =   1.00038401
 GY3347!UTM  16      -   0.99993753  x   1.00048290  =   1.00042040
 GY3347
 GY3347:                Primary Azimuth Mark                     Grid Az
 GY3347:SPC KY1Z     -  TT 35 EV USGS 1951                       009 52 06.0
 GY3347:SPC KY S     -  TT 35 EV USGS 1951                       009 52 54.1
 GY3347:UTM  17      -  TT 35 EV USGS 1951                       012 46 24.4
 GY3347:UTM  16      -  TT 35 EV USGS 1951                       009 06 44.2
 GY3347
 GY3347|---------------------------------------------------------------------|
 GY3347| PID    Reference Object                     Distance      Geod. Az  |
 GY3347|                                                           dddmmss.s |
 GY3347| GY3349 TT 35 EV USGS 1951                  APPROX. 1.7 KM 0105743.7 |
 GY3347| DB9218 DRIP ROCK RM 1                       25.705 METERS 02757     |
 GY3347| GY3346 DRIP ROCK LOOKOUT TOWER              12.108 METERS 13522     |
 GY3347| DB9219 DRIP ROCK RM 2                       24.848 METERS 24629     |
 GY3347|---------------------------------------------------------------------|
 GY3347
 GY3347                          SUPERSEDED SURVEY CONTROL
 GY3347
 GY3347  NAD 83(1986)-  37 34 39.76734(N)    083 58 06.40498(W) AD(       ) 2
 GY3347  NAD 27      -  37 34 39.46600(N)    083 58 06.67300(W) AD(       ) 2
 GY3347
 GY3347.Superseded values are not recommended for survey control.
 GY3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3347.See file dsdata.txt to determine how the superseded data were derived.
 GY3347
 GY3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB3786163106(NAD 83)
 GY3347_MARKER: DS = TRIANGULATION STATION DISK
 GY3347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3347
 GY3347  HISTORY     - Date     Condition        Report By
 GY3347  HISTORY     - 1951     MONUMENTED       CGS
 GY3347
 GY3347                          STATION DESCRIPTION
 GY3347
 GY3347'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GY3347'STATION IS LOCATED ABOUT 10 MILES NORTH OF MCKEE AND 8 MILES SOUTH OF
 GY3347'IRVINE NEAR THE DRIP ROCK LOOKOUT TOWER.  IT IS 27 FEET NORTHWEST
 GY3347'OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND 27 FEET SOUTHWEST OF
 GY3347'THE SOUTHWEST CORNER OF SMALL FRAME BUILDING.  THE MARK PROJECTS
 GY3347'ABOUT 4 INCHES AND THE DISK STAMPED DRIP ROCK 1951.
 GY3347'
 GY3347'REFERENCE MARK NO. 1 IS SET IN THE NORTHEAST CORNER OF THE LOT ABOUT
 GY3347'4 FEET LOWER IN ELEVATION THAN STATION MARK, 2 FEET EAST OF WHITE
 GY3347'WITNESS POST AND 1 FOOT SOUTH OF FENCE LINE.  THE MARK IS SET FLUSH
 GY3347'WITH THE GROUND AND THE DISK STAMPED DRIP ROCK NO 1 1951.
 GY3347'
 GY3347'REFERENCE MARK NO. 2 IS SET IN THE SOUTHWEST CORNER OF THE LOT ABOUT
 GY3347'3 FEET LOWER IN ELEVATION THAN STATION MARK 2 FEET EAST OF FENCE
 GY3347'LINE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK STAMPED
 GY3347'DRIP ROCK NO 2 1951.
 GY3347'
 GY3347'TT 35 EV (USGS) BM WAS USED AS THE AZIMUTH MARK.  IT IS 32 FEET WEST
 GY3347'OF THE CENTER OF GRAVELED ROAD AND 4 FEET SOUTHWEST OF TELEPHONE
 GY3347'POLE.  THE MARK IS AN 8X8 INCH CONCRETE POST PROJECTING 4 INCHES AND
 GY3347'THE DISK A U.S.G.S. BENCH MARK STAMPED TT 35 EV 1950 1351 (ELEVATION
 GY3347'ABOVE SEA LEVEL).
 GY3347'
 GY3347'TO REACH THE STATION FROM THE COURTHOUSE IN IRVINE, GO SOUTH ON STATE
 GY3347'HIGHWAYS 52 AND 89 FOR 0.3 MILE TO JUNCTION WITH STATE HIGHWAY NO.
 GY3347'89, BEAR LEFT AND CONTINUE SOUTH FOR 1.6 MILES TO END OF BLACK TOP
 GY3347'ROAD AT SOUTH IRVINE SCHOOL, KEEP STRAIGHT AHEAD ON GRAVELED ROAD
 GY3347'FOR 5.85 MILES TO ROAD FORK, BEAR RIGHT AND CONTINUE FOR 0.3 MILE TO
 GY3347'ROAD FORK JUST AFTER CROSSING BRIDGE, BEAR LEFT AND CONTINUE FOR
 GY3347'0.7 MILE TO ROAD FORK, BEAR LEFT AND CROSS BRIDGE OVER CREEK AND
 GY3347'CONTINUE UP HILL FOR 2.3 MILES TO TT 35 EV (USGS) BM ON WEST SIDE AS
 GY3347'DESCRIBED, CONTINUE ON MAIN ROAD FOR 0.25 MILE TO ROAD FORK, BEAR
 GY3347'RIGHT AND CONTINUE FOR 1.05 MILES TO SIDE ROAD RIGHT, BEAR RIGHT FOR
 GY3347'0.2 MILE TO THE DRIP ROCK LOOKOUT TOWER AND STATION AS DESCRIBED.
 GY3347'
 GY3347'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3346 ***********************************************************************
 GY3346  DESIGNATION -  DRIP ROCK LOOKOUT TOWER
 GY3346  PID         -  GY3346
 GY3346  STATE/COUNTY-  KY/JACKSON
 GY3346  USGS QUAD   -  LEIGHTON (1952)
 GY3346
 GY3346                         *CURRENT SURVEY CONTROL
 GY3346  ___________________________________________________________________
 GY3346* NAD 83(1993)-  37 34 39.48203(N)    083 58 06.05288(W)     ADJUSTED  
 GY3346* NAVD 88     -                                                        
 GY3346  ___________________________________________________________________
 GY3346  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 GY3346  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GY3346
 GY3346  HORZ ORDER  -  THIRD
 GY3346
 GY3346.The horizontal coordinates were established by classical geodetic methods
 GY3346.and adjusted by the National Geodetic Survey in December 1995..
 GY3346
 GY3346
 GY3346.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3346
 GY3346.The geoid height was determined by GEOID03.
 GY3346
 GY3346;                    North         East     Units Scale Factor Converg.
 GY3346;SPC KY1Z     - 1,139,597.899 1,657,357.724   MT  0.99991846   +1 05 37.9
 GY3346;SPC KY1Z     - 3,738,830.77  5,437,514.47   sFT  0.99991846   +1 05 37.9
 GY3346;SPC KY S     -   639,570.521   657,363.612   MT  0.99995440   +1 04 49.8
 GY3346;SPC KY S     - 2,098,324.28  2,156,700.45   sFT  0.99995440   +1 04 49.8
 GY3346;UTM  17      - 4,163,097.304   237,869.061   MT  1.00044645   -1 48 40.4
 GY3346;UTM  16      - 4,163,276.014   767,722.562   MT  1.00048296   +1 50 59.7
 GY3346
 GY3346                          SUPERSEDED SURVEY CONTROL
 GY3346
 GY3346  NAD 83(1986)-  37 34 39.48878(N)    083 58 06.05724(W) AD(       ) 4
 GY3346  NAD 27      -  37 34 39.18700(N)    083 58 06.32600(W) AD(       ) 3
 GY3346
 GY3346.Superseded values are not recommended for survey control.
 GY3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3346.See file dsdata.txt to determine how the superseded data were derived.
 GY3346
 GY3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB3786963097(NAD 83)
 GY3346_MARKER: 57 = LOOKOUT TOWER
 GY3346
 GY3346  HISTORY     - Date     Condition        Report By
 GY3346  HISTORY     - 1951     FIRST OBSERVED   CGS
 GY3346
 GY3346                          STATION DESCRIPTION
 GY3346
 GY3346'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GY3346'STATION IS LOCATED ABOUT 8 MILES SOUTH OF IRVINE AND 10 MILES NORTH
 GY3346'OF MCKEE ON THE HIGHEST POINT OF A PROMINENT HILL IN THE CUMBERLAND
 GY3346'NATIONAL FOREST.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 90 FEET
 GY3346'HIGH PAINTED GRAY WITH AN OBSERVATION ROOM ATOP.
 GY3346'
 GY3346'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DRIP ROCK
 GY3346'AND THE DISTANCE WAS FOUND TO BE 12.100 METERS (39.70 FEET).
 GY3346'
 GY3346'THE POINT OBSERVED ON AND TRAVERSED TO WAS CENTER OF BASE OF LOOKOUT
 GY3346'TOWER.
 GY3346'
 GY3346'TO REACH THE STATION FROM THE COURTHOUSE IN IRVINE, GO SOUTH ON STATE
 GY3346'HIGHWAYS 52 AND 89 FOR 0.3 MILE TO JUNCTION WITH STATE HIGHWAY 89,
 GY3346'BEAR LEFT AND CONTINUE ON STATE HIGHWAY 89 FOR 1.6 MILES TO END OF
 GY3346'BLACK TOP ROAD AT SOUTH IRVINE SCHOOL, KEEP STRAIGHT AHEAD ON
 GY3346'GRAVELED ROAD FOR 5.85 MILES TO ROAD FORK, BEAR RIGHT AND CONTINUE ON
 GY3346'MAIN ROAD FOR 0.3 MILE TO ROAD FORK JUST AFTER CROSSING BRIDGE,
 GY3346'BEAR LEFT AND CONTINUE FOR 0.7 MILE TO ROAD FORK, BEAR LEFT AND CROSS
 GY3346'BRIDGE AND CONTINUE ON MAIN ROAD FOR 2.55 MILES TO ROAD FORK,
 GY3346'BEAR RIGHT AND CONTINUE ON MAIN TRAVELED ROAD FOR 1.05 MILES TO
 GY3346'SIDE ROAD RIGHT, BEAR RIGHT FOR 0.2 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1507 ***********************************************************************
 HB1507  DESIGNATION -  DRISKILL
 HB1507  PID         -  HB1507
 HB1507  STATE/COUNTY-  KY/LIVINGSTON
 HB1507  USGS QUAD   -  CALVERT CITY (1993)
 HB1507
 HB1507                         *CURRENT SURVEY CONTROL
 HB1507  ___________________________________________________________________
 HB1507* NAD 83(1993)-  37 06 40.45396(N)    088 16 26.09880(W)     ADJUSTED  
 HB1507* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 HB1507  ___________________________________________________________________
 HB1507  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 HB1507  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HB1507
 HB1507  HORZ ORDER  -  SECOND
 HB1507
 HB1507.The horizontal coordinates were established by classical geodetic methods
 HB1507.and adjusted by the National Geodetic Survey in December 1995..
 HB1507
 HB1507.The orthometric height was scaled from a topographic map.
 HB1507
 HB1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1507
 HB1507.The geoid height was determined by GEOID03.
 HB1507
 HB1507;                    North         East     Units Scale Factor Converg.
 HB1507;SPC KY1Z     - 1,089,369.038 1,275,698.497   MT  0.99999344   -1 32 58.5
 HB1507;SPC KY1Z     - 3,574,038.25  4,185,354.15   sFT  0.99999344   -1 32 58.5
 HB1507;SPC KY S     -   589,322.909   275,706.919   MT  0.99995293   -1 31 50.4
 HB1507;SPC KY S     - 1,933,470.24    904,548.45   sFT  0.99995293   -1 31 50.4
 HB1507;UTM  16      - 4,107,971.667   386,814.706   MT  0.99975781   -0 46 07.4
 HB1507
 HB1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1507!SPC KY1Z     -   0.99998162  x   0.99999344  =   0.99997506
 HB1507!SPC KY S     -   0.99998162  x   0.99995293  =   0.99993455
 HB1507!UTM  16      -   0.99998162  x   0.99975781  =   0.99973943
 HB1507
 HB1507:                Primary Azimuth Mark                     Grid Az
 HB1507:SPC KY1Z     -  DRISKILL AZ MK                           052 42 44.5
 HB1507:SPC KY S     -  DRISKILL AZ MK                           052 41 36.4
 HB1507:UTM  16      -  DRISKILL AZ MK                           051 55 53.4
 HB1507
 HB1507|---------------------------------------------------------------------|
 HB1507| PID    Reference Object                     Distance      Geod. Az  |
 HB1507|                                                           dddmmss.s |
 HB1507| CI4315 DRISKILL AZ MK                                     0510946.0 |
 HB1507| HB1509 PTS 42 M USGS 1957                   91.499 METERS 09426     |
 HB1507| CI4316 DRISKILL RM 1                        22.988 METERS 13743     |
 HB1507| CI4317 DRISKILL RM 2                        32.305 METERS 22723     |
 HB1507|---------------------------------------------------------------------|
 HB1507
 HB1507                          SUPERSEDED SURVEY CONTROL
 HB1507
 HB1507  NAD 83(1986)-  37 06 40.46254(N)    088 16 26.10010(W) AD(       ) 2
 HB1507  NAD 27      -  37 06 40.26755(N)    088 16 25.99436(W) AD(       ) 2
 HB1507
 HB1507.Superseded values are not recommended for survey control.
 HB1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1507.See file dsdata.txt to determine how the superseded data were derived.
 HB1507
 HB1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8681507972(NAD 83)
 HB1507_MARKER: DS = TRIANGULATION STATION DISK
 HB1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1507
 HB1507  HISTORY     - Date     Condition        Report By
 HB1507  HISTORY     - 1957     MONUMENTED       CGS
 HB1507  HISTORY     - 1971     GOOD             TVA
 HB1507  HISTORY     - 1978     GOOD             LOCENG
 HB1507
 HB1507                          STATION DESCRIPTION
 HB1507
 HB1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1507'THE STATION IS LOCATED ABOUT 7.5 MILES EAST-SOUTHEAST OF SMITHLAND,
 HB1507'ON THE NORTH SIDE OF AN EAST-WEST GRAVELED ROAD AND ON LAND
 HB1507'OWNED BY MR. E. DRISKILL.  IT IS 49 FEET NORTH OF THE CENTERLINE OF
 HB1507'THE EAST-WEST GRAVELED ROAD, 46 FEET NORTHWEST OF A TRIANGULAR
 HB1507'BLAZED FENCE CORNER TREE AND 31 FEET NORTH OF A WHITE WITNESS POST.
 HB1507'THE MONUMENT IS SET FLUSH AND THE DISK IS STAMPED DRISKILL 1957.
 HB1507'
 HB1507'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HB1507'HIGHWAY 93 IN SMITHLAND, GO SOUTHEAST ON STATE HIGHWAY 93 FOR
 HB1507'1.6 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW WINDING GRAVELED
 HB1507'ROAD EAST FOR 2.75 MILES TO A CROSSROAD.  CONTINUE STRAIGHT
 HB1507'AHEAD, EAST ON WINDING GRAVELED ROAD FOR 3.75 MILES TO THE STATION ON
 HB1507'THE LEFT AS DESCRIBED.
 HB1507'
 HB1507'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE TRIANGULAR BLAZED FENCE
 HB1507'CORNER TREE, 14 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 HB1507'GRAVELED ROAD AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT IS FLUSH AND
 HB1507'THE DISK IS STAMPED DRISKILL NO 1 1957.
 HB1507'
 HB1507'REFERENCE MARK 2 IS 19 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 HB1507'GRAVELED ROAD AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT IS FLUSH
 HB1507'AND THE DISK IS STAMPED DRISKILL NO 2 1957.
 HB1507'
 HB1507'PT 42 (USGS) IS 12 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 HB1507'GRAVELED ROAD AND 1.5 FEET NORTH OF A FENCE.  IT IS A 6 X 6 INCH
 HB1507'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES WITH A STANDARD U.S.
 HB1507'GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP.  ABOUT 2.5 FEET OF
 HB1507'THE MONUMENT IS EXPOSED ON THE NORTH SIDE, DUE TO ROAD GRADING.  THE
 HB1507'DISK IS STAMPED PT. STA. 42 M 1926.
 HB1507'
 HB1507'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 HB1507'GRAVELED ROAD, 2.5 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 HB1507'WEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1507'DRISKILL 1957.
 HB1507'
 HB1507'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED ROAD
 HB1507'FOR 0.1 MILE TO A T-ROAD INTERSECTION.  TURN LEFT AND GO NORTH ON
 HB1507'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 HB1507'
 HB1507'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HB1507
 HB1507                          STATION RECOVERY (1971)
 HB1507
 HB1507'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971 (KKB)
 HB1507'NOTE--T.V.A. POST AND SIGN SET 31.0 FT WHERE OLD WOODEN POST
 HB1507'WAS.  REF--14.1 FEET S 75 W. TO 12 IN WHITE OAK.
 HB1507'
 HB1507'28.8 FEET N 55 W. TO 14 IN TWIN WHITE OAK
 HB1507'
 HB1507'35.7 FEET N 20 E. TO 8 IN HICKORY
 HB1507'
 HB1507'SEE ORIGINAL DESCRIPTION.
 HB1507'
 HB1507'POST AND SIGN SET ON AZIMUTH MON.
 HB1507
 HB1507                          STATION RECOVERY (1978)
 HB1507
 HB1507'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (MCC)
 HB1507'THE STATION IS LOCATED ABOUT 7.5 MILES EAST OF SMITHLAND ON
 HB1507'THE NORTH SIDE OF AN EAST-WEST GRAVEL ROAD.  IT IS--
 HB1507'
 HB1507'46.0 FT NORTH OF THE CENTERLINE OF GRAVEL ROAD
 HB1507'
 HB1507'1.0 FT SOUTH OF A METAL WITNESS POST (SET)
 HB1507'
 HB1507'29.0 FT EAST OF A 12 IN TWIN OAK
 HB1507'
 HB1507'THE MONUMENT PROJECTS 1 IN AND THE DISK IS STAMPED DRISKILL 1957
 HB1507'
 HB1507'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 HB1507'STATE HIGHWAY 93 IN SMITHLAND, GO SOUTHEAST ON STATE HIGHWAY
 HB1507'93 FOR 1.6 MILES TO THE JUNCTION OF COUNTY ROAD 1889 (PAVED)
 HB1507'ON THE LEFT.  TURN LEFT ONTO PAVED ROAD AND TRAVEL EAST FOR
 HB1507'2.80 MILES TO A CROSSROAD AND THE END OF THE BLACKTOP.  CONTINUE
 HB1507'EAST ON 1889 (NOW GRAVEL) FOR 1.25 MILES TO THE JUNCTION OF THE
 HB1507'MT. ZION ROAD.  CONTINUE EAST ON 1889 FOR 2.35 MILES TO THE
 HB1507'STATION ON THE LEFT.
 HB1507'
 HB1507'RM 1 NOT FOUND
 HB1507'
 HB1507'RM 2 NOT FOUND
 HB1507'
 HB1507'EXTENSIVE ROAD WORK AND DITCHING HAS RECENTLY BEEN COMPLETED
 HB1507'AND THESE MARKERS WERE APPARENTLY DESTROYED.
 HB1507'
 HB1507'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON 1889
 HB1507'FOR 0.1 MILE TO THE INTERSECTION OF STATE HIGHWAY 866
 HB1507'(PAVED).  TURN LEFT ONTO HIGHWAY 866 AND TRAVEL NORTH FOR 0.2
 HB1507'MILES TO THE MARK ON THE RIGHT.
 HB1507'
 HB1507'AZIMUTH MARK IS--1.0 FT WEST OF WIRE FENCE
 HB1507'
 HB1507'1.0 FT WEST OF METAL WITNESS POST
 HB1507'
 HB1507'26.0 FT EAST OF THE CENTERLINE OF THE PAVED ROAD
 HB1507'
 HB1507'4.0 FT NORTH OF 10 IN OAK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3155 ***********************************************************************
 GY3155  DESIGNATION -  DRY
 GY3155  PID         -  GY3155
 GY3155  STATE/COUNTY-  KY/PIKE
 GY3155  USGS QUAD   -  META (1992)
 GY3155
 GY3155                         *CURRENT SURVEY CONTROL
 GY3155  ___________________________________________________________________
 GY3155* NAD 83(1993)-  37 35 18.89868(N)    082 27 33.90106(W)     ADJUSTED  
 GY3155* NAVD 88     -       515.     (meters)    1690.     (feet)  SCALED    
 GY3155  ___________________________________________________________________
 GY3155  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 GY3155  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GY3155
 GY3155  HORZ ORDER  -  SECOND
 GY3155
 GY3155.The horizontal coordinates were established by classical geodetic methods
 GY3155.and adjusted by the National Geodetic Survey in December 1995..
 GY3155
 GY3155.The orthometric height was scaled from a topographic map.
 GY3155
 GY3155.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3155
 GY3155.The geoid height was determined by GEOID03.
 GY3155
 GY3155;                    North         East     Units Scale Factor Converg.
 GY3155;SPC KY1Z     - 1,144,433.779 1,790,542.992   MT  0.99991749   +2 01 13.0
 GY3155;SPC KY1Z     - 3,754,696.49  5,874,473.13   sFT  0.99991749   +2 01 13.0
 GY3155;SPC KY S     -   644,362.375   790,555.420   MT  0.99995523   +1 59 44.2
 GY3155;SPC KY S     - 2,114,045.56  2,593,680.57   sFT  0.99995523   +1 59 44.2
 GY3155;UTM  17      - 4,161,170.155   371,150.970   MT  0.99980450   -0 53 25.3
 GY3155
 GY3155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3155!SPC KY1Z     -   0.99992420  x   0.99991749  =   0.99984169
 GY3155!SPC KY S     -   0.99992420  x   0.99995523  =   0.99987943
 GY3155!UTM  17      -   0.99992420  x   0.99980450  =   0.99972871
 GY3155
 GY3155|---------------------------------------------------------------------|
 GY3155| PID    Reference Object                     Distance      Geod. Az  |
 GY3155|                                                           dddmmss.s |
 GY3155| DB9221 DRY RM 2                              4.105 METERS 05713     |
 GY3155| DB9220 DRY RM 1                              3.871 METERS 14156     |
 GY3155| GY3156 JOES KNOB                           APPROX. 6.9 KM 2065112.7 |
 GY3155|---------------------------------------------------------------------|
 GY3155
 GY3155                          SUPERSEDED SURVEY CONTROL
 GY3155
 GY3155  NAD 83(1993)-  37 35 18.90595(N)    082 27 33.90636(W) AD(       ) 2
 GY3155  NAD 83(1986)-  37 35 18.90613(N)    082 27 33.90669(W) AD(       ) 2
 GY3155  NAD 27      -  37 35 18.55300(N)    082 27 34.36900(W) AD(       ) 2
 GY3155
 GY3155.Superseded values are not recommended for survey control.
 GY3155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3155.See file dsdata.txt to determine how the superseded data were derived.
 GY3155
 GY3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB7115161170(NAD 83)
 GY3155_MARKER: DS = TRIANGULATION STATION DISK
 GY3155_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3155_SP_SET: PREFABRICATED CONCRETE POST
 GY3155
 GY3155  HISTORY     - Date     Condition        Report By
 GY3155  HISTORY     - 1949     MONUMENTED       CGS
 GY3155
 GY3155                          STATION DESCRIPTION
 GY3155
 GY3155'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3155'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF PIKEVILLE ON THE
 GY3155'HIGHEST POINT OF A ROCKY HILL AND IS ON PROPERTY OWNED BY DAVE ADAMS.
 GY3155'IT IS 27 FEET NORTHEAST OF A 16 INCH PINE TREE WITH A TRIANGLE BLAZE
 GY3155'AND 6 FEET NORTH OF A WHITE WITNESS POST.  THE DISK IS WELDED TO THE
 GY3155'TOP OF AN IRON PIPE WHICH PROJECTS ABOUT 1 INCH AND IS STAMPED DRY
 GY3155'1949.
 GY3155'
 GY3155'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE BLAZED 16 INCH PINE TREE
 GY3155'AND 9 FEET SOUTHEAST OF THE WHITE WITNESS POST.  THE DISK IS FLUSH
 GY3155'IN THE TOP OF A SMALL BOULDER WHICH PROJECTS ABOUT 10 INCHES AND IS
 GY3155'STAMPED DRY NO 1 1949.
 GY3155'
 GY3155'REFERENCE MARK NO. 2 IS SET FLUSH IN THE TOP OF A LARGE BOULDER WHICH
 GY3155'PROJECTS ABOUT 24 INCHES.  THE DISK IS STAMPED DRY NO 2 1949.
 GY3155'
 GY3155'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 460 AND 119
 GY3155'IN PIKEVILLE, GO NORTH AND EAST ON HIGHWAY 119 FOR 8.75 MILES TO
 GY3155'THE JUNCTION OF STATE HIGHWAY 304, TURN LEFT AND GO WEST AND NORTH ON
 GY3155'HIGHWAY 304 FOR 2.0 MILES TO A T ROAD RIGHT (DRY BRANCH ROAD),
 GY3155'TURN RIGHT AND GO EAST UP CREEK ROAD FOR 0.95 MILE TO A FORK, KEEP
 GY3155'LEFT FORK AND CONTINUE EAST ON MAIN DIRT ROAD FOR 0.5 MILE TO END OF
 GY3155'ROAD AND THE HOME OF MR. ADAMS, THIS IS THE END OF TRUCK TRAVEL.
 GY3155'FROM THIS POINT PACK IN A NORTHERLY DIRECTION ALONG LOGGING TRAIL
 GY3155'FOLLOWING CREEK BRANCH UP DRAW FOR ABOUT 0.3 MILE TO THE TOP OF
 GY3155'RIDGE, TURN LEFT AND FOLLOW RAIL FENCE ALONG TOP OF RIDGE IN A
 GY3155'WESTERLY DIRECTION FOR ABOUT 0.2 MILE TO A ROCK CLIFF, CONTINUE UP
 GY3155'CLIFF AND ALONG RIDGE FOR ABOUT 0.15 MILE TO HIGHEST POINT OF HILL
 GY3155'AND STATION AS DESCRIBED.  THIS IS ABOUT A 1 HOUR PACK.
 GY3155'
 GY3155'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2687 ***********************************************************************
 GC2687  DESIGNATION -  DRY
 GC2687  PID         -  GC2687
 GC2687  STATE/COUNTY-  KY/TRIGG
 GC2687  USGS QUAD   -  JOHNSON HOLLOW (1982)
 GC2687
 GC2687                         *CURRENT SURVEY CONTROL
 GC2687  ___________________________________________________________________
 GC2687* NAD 83(1993)-  36 43 17.53462(N)    087 51 05.70844(W)     ADJUSTED  
 GC2687* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 GC2687  ___________________________________________________________________
 GC2687  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 GC2687  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC2687
 GC2687  HORZ ORDER  -  THIRD
 GC2687
 GC2687.The horizontal coordinates were established by classical geodetic methods
 GC2687.and adjusted by the National Geodetic Survey in December 1995..
 GC2687
 GC2687.The orthometric height was scaled from a topographic map.
 GC2687
 GC2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2687
 GC2687.The geoid height was determined by GEOID03.
 GC2687
 GC2687;                    North         East     Units Scale Factor Converg.
 GC2687;SPC KY1Z     - 1,045,200.481 1,312,250.331   MT  1.00010619   -1 17 25.0
 GC2687;SPC KY1Z     - 3,429,128.58  4,305,274.63   sFT  1.00010619   -1 17 25.0
 GC2687;SPC KY S     -   545,168.607   312,269.476   MT  1.00000216   -1 16 28.3
 GC2687;SPC KY S     - 1,788,607.34  1,024,504.11   sFT  1.00000216   -1 16 28.3
 GC2687;SPC TN       -   266,545.917   434,586.773   MT  1.00006830   -1 05 02.4
 GC2687;SPC TN       -   874,492.73  1,425,806.77   sFT  1.00006830   -1 05 02.4
 GC2687;UTM  16      - 4,064,320.262   423,953.038   MT  0.99967125   -0 30 33.2
 GC2687
 GC2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2687!SPC KY1Z     -   0.99997161  x   1.00010619  =   1.00007780
 GC2687!SPC KY S     -   0.99997161  x   1.00000216  =   0.99997377
 GC2687!SPC TN       -   0.99997161  x   1.00006830  =   1.00003991
 GC2687!UTM  16      -   0.99997161  x   0.99967125  =   0.99964287
 GC2687
 GC2687:                Primary Azimuth Mark                     Grid Az
 GC2687:SPC KY1Z     -  DRY AZ MK                                030 36 34.2
 GC2687:SPC KY S     -  DRY AZ MK                                030 35 37.5
 GC2687:SPC TN       -  DRY AZ MK                                030 24 11.6
 GC2687:UTM  16      -  DRY AZ MK                                029 49 42.4
 GC2687
 GC2687|---------------------------------------------------------------------|
 GC2687| PID    Reference Object                     Distance      Geod. Az  |
 GC2687|                                                           dddmmss.s |
 GC2687| CG5697 DRY AZ MK                                          0291909.2 |
 GC2687| CG5698 DRY RM 1                             22.961 METERS 16435     |
 GC2687| GC2688 DRY 1953 RM 2                        19.197 METERS 26726     |
 GC2687|---------------------------------------------------------------------|
 GC2687
 GC2687                          SUPERSEDED SURVEY CONTROL
 GC2687
 GC2687  NAD 83(1986)-  36 43 17.54308(N)    087 51 05.71125(W) AD(       ) 3
 GC2687  NAD 27      -  36 43 17.36000(N)    087 51 05.64300(W) AD(       ) 3
 GC2687
 GC2687.Superseded values are not recommended for survey control.
 GC2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2687.See file dsdata.txt to determine how the superseded data were derived.
 GC2687
 GC2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2395364320(NAD 83)
 GC2687_MARKER: DS = TRIANGULATION STATION DISK
 GC2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2687
 GC2687  HISTORY     - Date     Condition        Report By
 GC2687  HISTORY     - 1953     MONUMENTED       CGS
 GC2687
 GC2687                          STATION DESCRIPTION
 GC2687
 GC2687'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2687'STATION IS LOCATED ON STATE PROPERTY NEAR THE DRY RIDGE STATE FOREST
 GC2687'LOOKOUT TOWER ABOUT 11 MILES SOUTH OF CADIZ.  IT IS 62 FEET EAST
 GC2687'OF THE CENTER OF THE LOOKOUT TOWER, 57 FEET EAST OF A WHITE WITNESS
 GC2687'POST AND THE NORTHEAST LEG OF THE TOWER AND 21 FEET EAST OF THE
 GC2687'CENTER OF A GRAVEL ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GC2687'DISK IS STAMPED DRY 1953.
 GC2687'
 GC2687'REFERENCE MARK NO. 1 IS 26 FEET SOUTH OF THE CENTER OF THE GRAVEL
 GC2687'ROAD AND 15 FEET SOUTHWEST OF THE NORTHWEST CORNER OF AN OLD LOG
 GC2687'BUILDING.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2687'DRY NO. 1 1953.
 GC2687'
 GC2687'REFERENCE MARK NO. 2 IS SET IN THE CENTER OF THE BASE OF THE LOOKOUT
 GC2687'TOWER, 8 FEET SOUTHWEST OF THE WHITE WITNESS POST.  THE MARK PROJECTS
 GC2687'ABOUT 2 INCHES AND THE DISK IS STAMPED DRY NO. 2 1953.
 GC2687'
 GC2687'AZIMUTH MARK IS 15 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 3
 GC2687'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 GC2687'4 INCHES AND TH DISK IS STAMPED DRY 1953.
 GC2687'
 GC2687'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC2687'HIGHWAY 139 IN CADIZ, GO SOUTH ON HIGHWAY 139 FOR 10.4 MILES TO
 GC2687'THE JUNCTION OF STATE HIGHWAY 164.  TURN RIGHT AND GO WEST ON HIGHWAY
 GC2687'164 FOR 2.8 MILES TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO NORTH
 GC2687'ON GRAVEL ROAD FOR 1.6 MILES TO A CROSSROAD.* TURN LEFT AND GO 0.1
 GC2687'MILE TO THE LOOKOUT TOWER AND THE STATION AS DESCRIBED.  TO REACH
 GC2687'THE AZIMUTH MARK FROM THE CROSSROAD, CONTINUE NORTH ON THE GRAVEL
 GC2687'ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2687'
 GC2687'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2688 ***********************************************************************
 GC2688  DESIGNATION -  DRY 1953 RM 2
 GC2688  PID         -  GC2688
 GC2688  STATE/COUNTY-  KY/TRIGG
 GC2688  USGS QUAD   -  JOHNSON HOLLOW (1982)
 GC2688
 GC2688                         *CURRENT SURVEY CONTROL
 GC2688  ___________________________________________________________________
 GC2688* NAD 83(1993)-  36 43 17.50678(N)    087 51 06.48126(W)     ADJUSTED  
 GC2688* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 GC2688  ___________________________________________________________________
 GC2688  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 GC2688  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC2688
 GC2688  HORZ ORDER  -  SECOND
 GC2688
 GC2688.The horizontal coordinates were established by classical geodetic methods
 GC2688.and adjusted by the National Geodetic Survey in December 1995..
 GC2688
 GC2688.The orthometric height was scaled from a topographic map.
 GC2688
 GC2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2688
 GC2688.The geoid height was determined by GEOID03.
 GC2688
 GC2688;                    North         East     Units Scale Factor Converg.
 GC2688;SPC KY1Z     - 1,045,200.055 1,312,231.137   MT  1.00010620   -1 17 25.5
 GC2688;SPC KY1Z     - 3,429,127.18  4,305,211.66   sFT  1.00010620   -1 17 25.5
 GC2688;SPC KY S     -   545,168.176   312,250.284   MT  1.00000216   -1 16 28.8
 GC2688;SPC KY S     - 1,788,605.92  1,024,441.14   sFT  1.00000216   -1 16 28.8
 GC2688;SPC TN       -   266,545.422   434,567.581   MT  1.00006829   -1 05 02.8
 GC2688;SPC TN       -   874,491.11  1,425,743.81   sFT  1.00006829   -1 05 02.8
 GC2688;UTM  16      - 4,064,319.574   423,933.860   MT  0.99967128   -0 30 33.6
 GC2688
 GC2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2688!SPC KY1Z     -   0.99997161  x   1.00010620  =   1.00007781
 GC2688!SPC KY S     -   0.99997161  x   1.00000216  =   0.99997377
 GC2688!SPC TN       -   0.99997161  x   1.00006829  =   1.00003990
 GC2688!UTM  16      -   0.99997161  x   0.99967128  =   0.99964290
 GC2688
 GC2688                          SUPERSEDED SURVEY CONTROL
 GC2688
 GC2688  NAD 83(1986)-  36 43 17.51524(N)    087 51 06.48406(W) AD(       ) 2
 GC2688  NAD 27      -  36 43 17.33200(N)    087 51 06.41600(W) AD(       ) 2
 GC2688
 GC2688.Superseded values are not recommended for survey control.
 GC2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2688.See file dsdata.txt to determine how the superseded data were derived.
 GC2688
 GC2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2393464320(NAD 83)
 GC2688_MARKER: DR = REFERENCE MARK DISK
 GC2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2688_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2688+STABILITY: SURFACE MOTION
 GC2688
 GC2688  HISTORY     - Date     Condition        Report By
 GC2688  HISTORY     - 1953     MONUMENTED       CGS
 GC2688
 GC2688                          STATION DESCRIPTION
 GC2688
 GC2688'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2688'THE STATION IS THE CENTER OF THE BASE OF THE DRY RIDGE STATE FOREST
 GC2688'LOOKOUT TOWER LOCATED ABOUT 11 MILES SOUTH OF CADIZ. THE TOWER IS A
 GC2688'FOUR LEGGED STEEL STRUCTURE, ABOUT 60 FEET HIGH AND HAS AN ENCLOSED
 GC2688'OBSERVATION PLATFORM AT THE TOP.
 GC2688'
 GC2688'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DRY.  THE
 GC2688'POINT OBSERVED ON AND MEASURED TO WAS REFERENCE MARK NO. 2 SET IN THE
 GC2688'CENTER OF THE BASE OF THE TOWER.  THE DISTANCE WAS 62.98 FEET, 19.197
 GC2688'METERS.
 GC2688'
 GC2688'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC2688'HIGHWAY 139 IN CADIZ, GO SOUTH ON HIGHWAY 139 FOR 10.4 MILES TO
 GC2688'THE JUNCTION OF STATE HIGHWAY 164.  TURN RIGHT ON HIGHWAY 164 AND GO
 GC2688'2.8 MILES TO A GRAVEL ROAD RIGHT.  TURN RIGHT ON GRAVEL ROAD AND
 GC2688'GO NORTH FOR 1.6 MILES TO A CROSSROAD.  TURN LEFT AND GO 0.1 MILE TO
 GC2688'THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2777 ***********************************************************************
 GZ2777  DESIGNATION -  DRY KNOB
 GZ2777  PID         -  GZ2777
 GZ2777  STATE/COUNTY-  KY/BULLITT
 GZ2777  USGS QUAD   -  SAMUELS (1991)
 GZ2777
 GZ2777                         *CURRENT SURVEY CONTROL
 GZ2777  ___________________________________________________________________
 GZ2777* NAD 83(1993)-  37 55 52.88883(N)    085 36 10.22116(W)     ADJUSTED  
 GZ2777* NAVD 88     -                                                        
 GZ2777  ___________________________________________________________________
 GZ2777  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 GZ2777  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 GZ2777
 GZ2777  HORZ ORDER  -  THIRD
 GZ2777
 GZ2777.The horizontal coordinates were established by classical geodetic methods
 GZ2777.and adjusted by the National Geodetic Survey in December 1995..
 GZ2777
 GZ2777
 GZ2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2777
 GZ2777.The geoid height was determined by GEOID03.
 GZ2777
 GZ2777;                    North         East     Units Scale Factor Converg.
 GZ2777;SPC KY1Z     - 1,177,362.860 1,512,936.304   MT  0.99990540   +0 05 25.3
 GZ2777;SPC KY1Z     - 3,862,731.32  4,963,691.86   sFT  0.99990540   +0 05 25.3
 GZ2777;SPC KY N     -    48,752.722   381,069.751   MT  1.00000553   -0 50 29.6
 GZ2777;SPC KY N     -   159,949.56  1,250,226.34   sFT  1.00000553   -0 50 29.6
 GZ2777;SPC KY S     -   677,356.205   512,937.523   MT  0.99999964   +0 05 21.3
 GZ2777;SPC KY S     - 2,222,292.82  1,682,862.52   sFT  0.99999964   +0 05 21.3
 GZ2777;UTM  16      - 4,199,119.458   622,784.237   MT  0.99978568   +0 51 32.3
 GZ2777
 GZ2777                          SUPERSEDED SURVEY CONTROL
 GZ2777
 GZ2777  NAD 83(1986)-  37 55 52.89544(N)    085 36 10.23032(W) AD(       ) 4
 GZ2777  NAD 27      -  37 55 52.66800(N)    085 36 10.39400(W) AD(       ) 3
 GZ2777
 GZ2777.Superseded values are not recommended for survey control.
 GZ2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2777.See file dsdata.txt to determine how the superseded data were derived.
 GZ2777
 GZ2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG2278499119(NAD 83)
 GZ2777_MARKER: Z = SEE DESCRIPTION
 GZ2777_SETTING: 0 = UNSPECIFIED SETTING
 GZ2777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2777
 GZ2777  HISTORY     - Date     Condition        Report By
 GZ2777  HISTORY     - 1883     MONUMENTED       CGS
 GZ2777
 GZ2777                          STATION DESCRIPTION
 GZ2777
 GZ2777'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (JFP)
 GZ2777'ON THE NORTHWEST SIDE OF A CLEARING ON THE TOP OF DRY KNOB, ON LAND
 GZ2777'BELONGING TO HENRY TRUNNEL, OF BARDSTOWN JUNCTION. THE
 GZ2777'STATION IS A POLE IN THE TOP OF A HICKORY TREE MARKED WITH A
 GZ2777'TRIANGULAR BLAZE. THREE OTHER SMALL TREES MARKED WITH TRIANGULAR
 GZ2777'BLAZES ARE AT THE FOLLOWING DISTANCES AND DIRECTIONS FROM THE
 GZ2777'STATION- RED OAK, 6.86 METERS N. 6 DEG W., RED OAK, 7.32 METERS S.
 GZ2777'80 DEG W., AND A HICKORY TREE, 6.71 METERS N. 70 DEG W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF8178 ***********************************************************************
 DF8178  DESIGNATION -  DRY RIDGE 3 RESET
 DF8178  PID         -  DF8178
 DF8178  STATE/COUNTY-  KY/GRANT
 DF8178  USGS QUAD   -  WILLIAMSTOWN (1987)
 DF8178
 DF8178                         *CURRENT SURVEY CONTROL
 DF8178  ___________________________________________________________________
 DF8178* NAD 83(1986)-  38 40 41.     (N)    084 34 40.     (W)     SCALED    
 DF8178* NAVD 88     -       292.11   (meters)     958.4    (feet)  RESET     
 DF8178  ___________________________________________________________________
 DF8178  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DF8178
 DF8178  VERT ORDER  -  THIRD
 DF8178
 DF8178.The horizontal coordinates were scaled from a topographic map and have
 DF8178.an estimated accuracy of +/- 6 seconds.
 DF8178
 DF8178.The orthometric height was computed from unverified reset data.
 DF8178.No vertical observational check was made to the station.
 DF8178
 DF8178.The geoid height was determined by GEOID03.
 DF8178
 DF8178;                    North         East    Units  Estimated Accuracy
 DF8178;SPC KY1Z     - 1,260,870.    1,602,000.      MT  (+/- 180 meters Scaled)
 DF8178
 DF8178                          SUPERSEDED SURVEY CONTROL
 DF8178
 DF8178.No superseded survey control is available for this station.
 DF8178
 DF8178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH107838(NAD 83)
 DF8178_MARKER: DV = VERTICAL CONTROL DISK
 DF8178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8178_STAMPING: DRY RIDGE 3 1889-1949 RESET 2002
 DF8178_MARK LOGO: NGS   
 DF8178_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8178+STABILITY: SURFACE MOTION
 DF8178
 DF8178  HISTORY     - Date     Condition        Report By
 DF8178  HISTORY     - 2002     MONUMENTED       KYDT
 DF8178
 DF8178                          STATION DESCRIPTION
 DF8178
 DF8178'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (ROH)
 DF8178'0.45 MILES (0.72 KM) SOUTHEAST ALONG US 25 FROM THE JUNCTION OF KY 22
 DF8178'IN DRY RIDGE, THENCE 0.35 MILES (0.56 KM) EAST ALONG KY 467 TO THE
 DF8178'MARK ON THE LEFT, ABOUT 204 FEET (62.2 M) NORTHEAST OF THE
 DF8178'INTERSECTION OF THE NEW DRY RIDGE BYPASS, 88.6 FEET (27.0 M) NORTH OF
 DF8178'THE CENTERLINE OF A PAVED DRIVE NORTH TO A BARN, 2.25 FEET (0.69 M)
 DF8178'SOUTH OF A R/W FENCE CORNER, 1.5 FEET (0.5 M) SOUTH OF A CARSONITE
 DF8178'WITNESS POST, A NGS VERTICAL CONTROL DISK SET IN THE TOP OF A ROUND
 DF8178'CONCRETE POST, FLUSH WITH THE GROUND.  THIS LOCATION IS SUITABLE FOR
 DF8178'SATELITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2519 ***********************************************************************
 HZ2519  DESIGNATION -  DRY RIDGE MUNICIPAL TANK
 HZ2519  PID         -  HZ2519
 HZ2519  STATE/COUNTY-  KY/GRANT
 HZ2519  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ2519
 HZ2519                         *CURRENT SURVEY CONTROL
 HZ2519  ___________________________________________________________________
 HZ2519* NAD 83(1993)-  38 41 02.72509(N)    084 35 29.16718(W)     ADJUSTED  
 HZ2519* NAVD 88     -                                                        
 HZ2519  ___________________________________________________________________
 HZ2519  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 HZ2519  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ2519
 HZ2519  HORZ ORDER  -  THIRD
 HZ2519
 HZ2519.The horizontal coordinates were established by classical geodetic methods
 HZ2519.and adjusted by the National Geodetic Survey in April 1998..
 HZ2519
 HZ2519
 HZ2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2519
 HZ2519.The geoid height was determined by GEOID03.
 HZ2519
 HZ2519;                    North         East     Units Scale Factor Converg.
 HZ2519;SPC KY1Z     - 1,261,528.448 1,600,804.885   MT  1.00000425   +0 42 40.7
 HZ2519;SPC KY1Z     - 4,138,864.58  5,251,974.03   sFT  1.00000425   +0 42 40.7
 HZ2519;SPC KY N     -   131,487.124   470,292.596   MT  0.99996922   -0 12 44.6
 HZ2519;SPC KY N     -   431,387.34  1,542,951.63   sFT  0.99996922   -0 12 44.6
 HZ2519;UTM  16      - 4,284,473.847   709,499.713   MT  1.00014051   +1 30 21.5
 HZ2519
 HZ2519                          SUPERSEDED SURVEY CONTROL
 HZ2519
 HZ2519  NAD 83(1993)-  38 41 02.72573(N)    084 35 29.16722(W) AD(       ) 4
 HZ2519  NAD 83(1986)-  38 41 02.72663(N)    084 35 29.17690(W) AD(       ) 4
 HZ2519  NAD 27      -  38 41 02.47811(N)    084 35 29.38444(W) AD(       ) 3
 HZ2519
 HZ2519.Superseded values are not recommended for survey control.
 HZ2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2519.See file dsdata.txt to determine how the superseded data were derived.
 HZ2519
 HZ2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0950084474(NAD 83)
 HZ2519_MARKER: 51 = TANK
 HZ2519
 HZ2519  HISTORY     - Date     Condition        Report By
 HZ2519  HISTORY     - 1949     FIRST OBSERVED   CGS
 HZ2519  HISTORY     - 1964     GOOD             CGS
 HZ2519
 HZ2519                          STATION DESCRIPTION
 HZ2519
 HZ2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2519'STATION IS LOCATED ON TOP OF A SMALL KNOLL WHICH IS ABOUT 300 FEET
 HZ2519'NORTHWEST OF U.S. HIGHWAY 25 AND 200 FEET NORTHEAST OF THE CENTER OF
 HZ2519'A PAVED STREET IN THE VILLAGE OF DRY RIDGE.  IT IS ABOUT 60 FEET
 HZ2519'HIGH, OF STEEL CONSTRUCTION, PAINTED SILVER WITH THE LEGEND DRY
 HZ2519'RIDGE IN BLACK LETTERS ON THE EAST AND WEST SIDE, HAS FOUR LEGS AND
 HZ2519'HAS A BALL ON TOP.  POINT OF INTERSECTION WAS THE CENTER OF BALL.
 HZ2519
 HZ2519                          STATION RECOVERY (1964)
 HZ2519
 HZ2519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ2519'THE STATION IS ADEQUATELY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0699 ***********************************************************************
 HZ0699  DESIGNATION -  DRY RIDGE RESET
 HZ0699  PID         -  HZ0699
 HZ0699  STATE/COUNTY-  KY/GRANT
 HZ0699  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0699
 HZ0699                         *CURRENT SURVEY CONTROL
 HZ0699  ___________________________________________________________________
 HZ0699* NAD 83(1993)-  38 40 41.17420(N)    084 34 40.01158(W)     ADJUSTED  
 HZ0699* NAVD 88     -       292.687  (meters)     960.26   (feet)  ADJUSTED  
 HZ0699  ___________________________________________________________________
 HZ0699  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 HZ0699  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0699  DYNAMIC HT  -         292.490 (meters)     959.61  (feet)  COMP
 HZ0699  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 HZ0699
 HZ0699  HORZ ORDER  -  FIRST
 HZ0699  VERT ORDER  -  FIRST     CLASS II
 HZ0699
 HZ0699.The horizontal coordinates were established by classical geodetic methods
 HZ0699.and adjusted by the National Geodetic Survey in April 1998..
 HZ0699
 HZ0699.The orthometric height was determined by differential leveling
 HZ0699.and adjusted by the National Geodetic Survey in June 1991..
 HZ0699
 HZ0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0699
 HZ0699.The geoid height was determined by GEOID03.
 HZ0699
 HZ0699.The dynamic height is computed by dividing the NAVD 88
 HZ0699.geopotential number by the normal gravity value computed on the
 HZ0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0699.degrees latitude (g = 980.6199 gals.).
 HZ0699
 HZ0699.The modeled gravity was interpolated from observed gravity values.
 HZ0699
 HZ0699;                    North         East     Units Scale Factor Converg.
 HZ0699;SPC KY1Z     - 1,260,878.793 1,602,001.212   MT  1.00000278   +0 43 10.9
 HZ0699;SPC KY1Z     - 4,136,733.17  5,255,898.98   sFT  1.00000278   +0 43 10.9
 HZ0699;SPC KY N     -   130,818.291   471,478.254   MT  0.99996883   -0 12 14.0
 HZ0699;SPC KY N     -   429,193.01  1,546,841.57   sFT  0.99996883   -0 12 14.0
 HZ0699;UTM  16      - 4,283,840.757   710,705.104   MT  1.00014675   +1 30 51.5
 HZ0699
 HZ0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0699!SPC KY1Z     -   0.99995939  x   1.00000278  =   0.99996217
 HZ0699!SPC KY N     -   0.99995939  x   0.99996883  =   0.99992822
 HZ0699!UTM  16      -   0.99995939  x   1.00014675  =   1.00010614
 HZ0699
 HZ0699:                Primary Azimuth Mark                     Grid Az
 HZ0699:SPC KY1Z     -  DRY RIDGE AZ MK                          065 11 32.2
 HZ0699:SPC KY N     -  DRY RIDGE AZ MK                          066 06 57.1
 HZ0699:UTM  16      -  DRY RIDGE AZ MK                          064 23 51.6
 HZ0699
 HZ0699|---------------------------------------------------------------------|
 HZ0699| PID    Reference Object                     Distance      Geod. Az  |
 HZ0699|                                                           dddmmss.s |
 HZ0699| DB9222 DRY RIDGE AZ MK                                    0655443.1 |
 HZ0699| HZ0698 DRY RIDGE RM 5                       33.726 METERS 11754     |
 HZ0699| HZ2521 WILLIAMSTOWN MUNICIPAL TANK         APPROX. 5.0 KM 1593507.3 |
 HZ0699| HZ0697 DRY RIDGE RM 6                       17.602 METERS 20129     |
 HZ0699| HZ2519 DRY RIDGE MUNICIPAL TANK            APPROX. 1.4 KM 2991324.9 |
 HZ0699| HZ2510 WALTON MUNICIPAL TANK               APPROX.20.2 KM 3523313.0 |
 HZ0699|---------------------------------------------------------------------|
 HZ0699
 HZ0699                          SUPERSEDED SURVEY CONTROL
 HZ0699
 HZ0699  NAD 83(1993)-  38 40 41.17499(N)    084 34 40.01192(W) AD(       ) 1
 HZ0699  NAD 83(1986)-  38 40 41.17703(N)    084 34 40.02255(W) AD(       ) 1
 HZ0699  NAD 27      -  38 40 40.92570(N)    084 34 40.22980(W) AD(       ) 1
 HZ0699  NGVD 29 (??/??/92)  292.869  (m)          960.85   (f) ADJ UNCH    1 2
 HZ0699
 HZ0699.Superseded values are not recommended for survey control.
 HZ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0699.See file dsdata.txt to determine how the superseded data were derived.
 HZ0699
 HZ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1070583841(NAD 83)
 HZ0699_MARKER: DS = TRIANGULATION STATION DISK
 HZ0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0699_SP_SET: CONCRETE POST
 HZ0699_STAMPING: DRY RIDGE 1889 1949
 HZ0699_MARK LOGO: CGS   
 HZ0699_PROJECTION: RECESSED 25 CENTIMETERS
 HZ0699_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 HZ0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0699+STABILITY: SURFACE MOTION
 HZ0699
 HZ0699  HISTORY     - Date     Condition        Report By
 HZ0699  HISTORY     - 1949     MONUMENTED       CGS
 HZ0699  HISTORY     - 1964     GOOD             CGS
 HZ0699  HISTORY     - 1964     GOOD             NGS
 HZ0699  HISTORY     - 1980     GOOD             NGS
 HZ0699  HISTORY     - 1985     GOOD             NGS
 HZ0699
 HZ0699                          STATION DESCRIPTION
 HZ0699
 HZ0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ0699'STATION WAS RECOVERED AND ALL MARKS EXCEPT THE UNDERGROUND STATION
 HZ0699'MARK HAD BEEN DESTROYED.  THE ORIGINAL POINT WAS HELD AND NEW SUB
 HZ0699'SURFACE AND SURFACE STATION MARKS WERE ESTABLISHED.  REFERENCE MARKS
 HZ0699'NO.5 AND NO.6 AND AN AZIMUTH MARK WERE ALSO ESTABLISHED BY THIS
 HZ0699'PARTY.
 HZ0699'A NEW DESCRIPTION FOLLOWS--
 HZ0699'
 HZ0699'STATION IS LOCATED ABOUT 1/2 MILE WEST OF THE VILLAGE OF DRY RIDGE
 HZ0699'JUST NORTH OF A PAVED ROAD.  IT IS 73 FEET NORTH OF CENTER OF PAVED
 HZ0699'ROAD, 58 FEET NORTH OF A WHITE WITNESS POST AND 23 FEET EAST OF A
 HZ0699'PRIVATE DRIVEWAY.  THE MARK IS ABOUT 10 INCHES BELOW THE SURFACE OF
 HZ0699'THE GROUND AND THE DISK IS STAMPED DRY RIDGE 1889 1949.
 HZ0699'
 HZ0699'REFERENCE MARK NO.5 IS 110.65 FEET EAST OF THE STATION, 17 FEET
 HZ0699'NORTH OF CENTER OF A PAVED ROAD AND 1 FOOT NORTH OF A FENCE LINE.
 HZ0699'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DRY RIDGE NO
 HZ0699'5 1949.
 HZ0699'
 HZ0699'REFERENCE MARK NO.6 IS 57.75 FEET SOUTH OF THE STATION, 5 FEET
 HZ0699'SOUTHEAST OF A TELEPHONE POLE AND 5 FEET NORTHWEST OF A POWER POLE.
 HZ0699'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DRY RIDGE
 HZ0699'NO 6 1949.
 HZ0699'
 HZ0699'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE NORTHEAST OF THE STATION, 19
 HZ0699'FEET SOUTHEAST OF CENTER OF A PAVED ROAD, 3 FEET SOUTHWEST OF A
 HZ0699'WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE.  THE MARK
 HZ0699'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED DRY RIDGE 1949.
 HZ0699'
 HZ0699'TO REACH STATION FROM THE RAILROAD DEPOT IN DRY RIDGE, GO SOUTH ON US
 HZ0699'HIGHWAY 25 FOR 0.2 MILE TO A PAVED ROAD LEFT, TURN LEFT ACROSS
 HZ0699'RAILROAD AND GO EAST FOR 0.4 MILE TO A WHITE FRAME HOUSE ON THE LEFT
 HZ0699'AND STATION NORTH OF ROAD AS DESCRIBED.
 HZ0699'
 HZ0699'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST AND NORTH ON PAVED
 HZ0699'ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 HZ0699'
 HZ0699'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ0699
 HZ0699                          STATION RECOVERY (1964)
 HZ0699
 HZ0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ0699'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 5 AND 6 WERE RECOVERED
 HZ0699'AND FOUND IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARKS
 HZ0699'CHECKED.  THE DIRECTIONS WERE NOT CHECKED AT THIS TIME.
 HZ0699'
 HZ0699'THE ORIGINAL DESCRIPTION AND THE 1949 RECOVERY NOTE ARE INADEQUATE.
 HZ0699'A COMPLETE NEW DESCRIPTION FOLLOWS--
 HZ0699'
 HZ0699'THE STATION IS LOCATED ABOUT 1/2 MILE EAST-SOUTHEAST OF DRY RIDGE,
 HZ0699'NEAR THE SOUTHWEST CORNER OF A SMALL FIELD, ON PROPERTY OWNED AND
 HZ0699'OCCUPIED BY MR. W.W. BLAINE.  IT IS 73 FEET NORTH OF THE CENTERLINE
 HZ0699'OF THE HIGHWAY, 58-1/2 FEET EAST SOUTHEAST OF THE NORTHEAST CORNER
 HZ0699'OF MR. BLAINES HOUSE, 55 FEET NORTH NORTHEAST OF A POWERLINE POLE,
 HZ0699'22 FEET SOUTH SOUTHEAST OF A TELEPHONE POLE, 20.5 FEET SOUTH OF A
 HZ0699'WIRE FENCE, 13-1/2 FEET EAST SOUTHEAST OF A 14 INCH MAPLE TREE AND
 HZ0699'13 FEET EAST OF A WIRE FENCE.  THE MONUMENT IS ABOUT 10 INCHES
 HZ0699'UNDERGROUND AND THE DISK IS STAMPED DRY RIDGE 1889-1949.
 HZ0699'
 HZ0699'REFERENCE MARK NO.5 IS 110.65 FEET EAST SOUTHEAST OF THE STATION, 20
 HZ0699'FEET WEST OF A POWERLINE POLE, 18 FEET NORTH OF THE CENTERLINE OF
 HZ0699'THE HIGHWAY AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS
 HZ0699'ABOUT 3 INCHES AND THE DISK IS STAMPED DRY RIDGE NO 5 1949.
 HZ0699'
 HZ0699'REFERENCE MARK NO.6 IS 57.75 FEET SOUTH OF THE STATION, 18 FEET
 HZ0699'NORTH OF THE CENTERLINE OF THE ROAD, 14 FEET WEST OF A POWERLINE
 HZ0699'POLE, 7 FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH OF A WIRE FENCE.
 HZ0699'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED DRYRIDGE NO 6
 HZ0699'1949.
 HZ0699'
 HZ0699'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILE NORTHEAST OF THE STATION,
 HZ0699'ABOUT 60 YARDS WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE RED
 HZ0699'BARN WITH A STEEL SILO AT ITS EAST END, 25-1/2 FEET SOUTH-SOUTHWEST
 HZ0699'OF A POWERLINE POLE, 19 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 HZ0699'467, 13 FEET SOUTH-SOUTHWEST OF A GATE POST AND 1 FOOT NORTH OF A
 HZ0699'STEEL WITNESS POST.  THE MONUMENT PROJECTS ABOUT 5 INCHES AND THE
 HZ0699'DISK IS STAMPED DRY RIDGE 1949.
 HZ0699'
 HZ0699'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 AND
 HZ0699'467,WITH U S HIGHWAY 25, IN DRY RIDGE, GO SOUTHERLY ON HIGHWAY 25 AND
 HZ0699'467 FOR 0.45 MILE TO THEIR JUNCTION.  TURN LEFT AND GO EAST ON
 HZ0699'HIGHWAY 467 FOR 0.35 MILE TO MR. W.W. BLAINES RESIDENCE ON THE LEFT
 HZ0699'AND THE STATION AS DESCRIBED.
 HZ0699'
 HZ0699'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND NORTHEAST ON
 HZ0699'HIGHWAY 467 FOR 0.9 MILE TO THE MARK ON THE RIGHT.
 HZ0699
 HZ0699                          STATION RECOVERY (1964)
 HZ0699
 HZ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0699'0.6 MI SE FROM DRY RIDGE.
 HZ0699'THE MARK IS 110.65 FEET WEST-NORTHWEST OF R.M. NO. 5, 73 FEET NORTH
 HZ0699'OF THE CENTERLINE OF THE HIGHWAY, 57.75 FEET NORTH OF R.M. NO. 6,
 HZ0699'20.5 FEET SOUTH OF A WIRE FENCE, 22 FEET SOUTH-SOUTHEAST OF A
 HZ0699'TELEPHONE POLE, 13 1/2 FEET EAST-SOUTHEAST OF A 14-INCH MAPLE
 HZ0699'TREE, 58 1/2 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF MR. W.W.
 HZ0699'BLAMES HOUSE.  THE MARK IS ABOUT 10 INCHES UNDERGROUND.  NOTE--
 HZ0699'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 467, WITH
 HZ0699'U.S. HIGHWAY 25, IN DRY RIDGE, GO SOUTHERLY ON HIGHWAYS 25 AND
 HZ0699'467 FOR 0.45 MILE TO THEIR JUNCTION.  TURN LEFT (EAST) ON HIGHWAY
 HZ0699'467 FOR 0.35 MILE TO A WHITE FRAME HOUSE ON THE LEFT AND THE MARK.
 HZ0699
 HZ0699                          STATION RECOVERY (1980)
 HZ0699
 HZ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 HZ0699'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 HZ0699'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND AFTER CONTACTING LOCAL
 HZ0699'RESIDENTS IT IS ASSUMED TO HAVE BEEN DESTROYED BY GRADING FOR A HOME
 HZ0699'SITE.  A METAL WITNESS POST WAS SET 1 FOOT EAST OF REFERENCE MARK 5
 HZ0699'AND THE PROPERTY IS OWNED BY MRS. MARTHA BLAINE, ROUTE NO 2, DRY
 HZ0699'RIDGE, KENTUCKY
 HZ0699
 HZ0699                          STATION RECOVERY (1985)
 HZ0699
 HZ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0699'RECOVERED IN GOOD CONDITION, THE 1964 DESCRIPTION TO REACH IS
 HZ0699'ADEQUATE, NEW MEASURMENTS FOLLOW, 22.25 METERS (73.0 FT) NORTH OF THE
 HZ0699'CENTERLINE OF THE HIGHWAY, 33.71 METERS (110.6 FT) WEST-NORTHWEST OF
 HZ0699'DRY RIDGE RM 5, 20.18 METERS (66.2 FT) NORTHEAST OF THE SOUTHEAST
 HZ0699'CORNER OF THE HOUSE PORCH, 19.54 METERS (64.1 FT) SOUTHEAST OF THE
 HZ0699'NORTHEAST CORNER OF THE HOUSE, 17.59 METERS (57.7 FT) NORTH OF DRY
 HZ0699'RIDGE RM 6, 17.55 METERS (57.6 FT) EAST OF THE CENTER OF DOOR TO
 HZ0699'BASEMENT OF THE HOUSE, 7.92 METERS (26.0 FT) EAST OF THE CENTER OF A
 HZ0699'GRAVELED DRIVE, 7.31 METERS (24.0 FT) SOUTH-SOUTHEAST OF UTILITY POLE
 HZ0699'WITH SECURITY LIGHT, GUY WIRE AND TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0698 ***********************************************************************
 HZ0698  DESIGNATION -  DRY RIDGE RM 5
 HZ0698  PID         -  HZ0698
 HZ0698  STATE/COUNTY-  KY/GRANT
 HZ0698  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0698
 HZ0698                         *CURRENT SURVEY CONTROL
 HZ0698  ___________________________________________________________________
 HZ0698* NAD 83(1986)-  38 40 40.     (N)    084 34 40.     (W)     SCALED    
 HZ0698* NAVD 88     -       292.073  (meters)     958.24   (feet)  ADJUSTED  
 HZ0698  ___________________________________________________________________
 HZ0698  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0698  DYNAMIC HT  -         291.877 (meters)     957.60  (feet)  COMP
 HZ0698  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 HZ0698
 HZ0698  VERT ORDER  -  FIRST     CLASS II
 HZ0698
 HZ0698.The horizontal coordinates were scaled from a topographic map and have
 HZ0698.an estimated accuracy of +/- 6 seconds.
 HZ0698
 HZ0698.The orthometric height was determined by differential leveling
 HZ0698.and adjusted by the National Geodetic Survey in June 1991..
 HZ0698.WARNING-Repeat measurements at this control monument indicate possible
 HZ0698.vertical movement.
 HZ0698
 HZ0698.The geoid height was determined by GEOID03.
 HZ0698
 HZ0698.The dynamic height is computed by dividing the NAVD 88
 HZ0698.geopotential number by the normal gravity value computed on the
 HZ0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0698.degrees latitude (g = 980.6199 gals.).
 HZ0698
 HZ0698.The modeled gravity was interpolated from observed gravity values.
 HZ0698
 HZ0698;                    North         East    Units  Estimated Accuracy
 HZ0698;SPC KY1Z     - 1,260,840.    1,602,000.      MT  (+/- 180 meters Scaled)
 HZ0698
 HZ0698                          SUPERSEDED SURVEY CONTROL
 HZ0698
 HZ0698  NGVD 29 (??/??/92)  292.241  (m)          958.79   (f) ADJ UNCH    1 2
 HZ0698
 HZ0698.Superseded values are not recommended for survey control.
 HZ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0698.See file dsdata.txt to determine how the superseded data were derived.
 HZ0698
 HZ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH107838(NAD 83)
 HZ0698_MARKER: DR = REFERENCE MARK DISK
 HZ0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0698_SP_SET: CONCRETE POST
 HZ0698_STAMPING: DRY RIDGE NO 5 1949
 HZ0698_MARK LOGO: CGS   
 HZ0698_PROJECTION: FLUSH
 HZ0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0698+STABILITY: SURFACE MOTION
 HZ0698
 HZ0698  HISTORY     - Date     Condition        Report By
 HZ0698  HISTORY     - 1949     MONUMENTED       CGS
 HZ0698  HISTORY     - 1964     GOOD             NGS
 HZ0698  HISTORY     - 1985     GOOD             NGS
 HZ0698
 HZ0698                          STATION DESCRIPTION
 HZ0698
 HZ0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0698'0.6 MI SE FROM DRY RIDGE.
 HZ0698'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 467, WITH U.S.
 HZ0698'HIGHWAY 25, IN DRY RIDGE, GO SOUTHERLY ON HIGHWAYS 25 AND 467
 HZ0698'FOR 0.45 MILE TO THEIR JUNCTION.  TURN LEFT (EAST) ON HIGHWAY 467
 HZ0698'FOR 0.35 MILE TO THE MARK ON THE LEFT.  NOTE-- THE MARK IS 127
 HZ0698'FEET EAST OF A DRIVEWAY, 18 FEET NORTH OF THE CENTERLINE OF THE
 HZ0698'ROAD, 20 FEET WEST OF A POWERLINE POLE, 1 FOOT NORTH OF A WIRE
 HZ0698'FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0698
 HZ0698                          STATION RECOVERY (1985)
 HZ0698
 HZ0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0698'RECOVERED IN GOOD CONDITION, THE 1964 DESCRIPTION TO REACH IS
 HZ0698'ADEQUATE-NEW MEASURMENTS FOLLOW, 5.88 METERS (19.3 FT) NORTH OF THE
 HZ0698'CENTERLINE OF THE HIGHWAY, 5.79 METERS (19.0 FT) SOUTHWEST OF UTILITY
 HZ0698'POLE NO. G 11557, 33.71 METERS (110.6 FT) SOUTH-SOUTHEAST OF STATION
 HZ0698'DRY RIDGE WHICH IS 25 CM (10 IN) UNDERGROUND.
 HZ0698'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 HZ0698'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0697 ***********************************************************************
 HZ0697  DESIGNATION -  DRY RIDGE RM 6
 HZ0697  PID         -  HZ0697
 HZ0697  STATE/COUNTY-  KY/GRANT
 HZ0697  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0697
 HZ0697                         *CURRENT SURVEY CONTROL
 HZ0697  ___________________________________________________________________
 HZ0697* NAD 83(1986)-  38 40 40.     (N)    084 34 40.     (W)     SCALED    
 HZ0697* NAVD 88     -       293.502  (meters)     962.93   (feet)  ADJUSTED  
 HZ0697  ___________________________________________________________________
 HZ0697  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0697  DYNAMIC HT  -         293.305 (meters)     962.28  (feet)  COMP
 HZ0697  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 HZ0697
 HZ0697  VERT ORDER  -  FIRST     CLASS II
 HZ0697
 HZ0697.The horizontal coordinates were scaled from a topographic map and have
 HZ0697.an estimated accuracy of +/- 6 seconds.
 HZ0697
 HZ0697.The orthometric height was determined by differential leveling
 HZ0697.and adjusted by the National Geodetic Survey in June 1991..
 HZ0697.WARNING-Repeat measurements at this control monument indicate possible
 HZ0697.vertical movement.
 HZ0697
 HZ0697.The geoid height was determined by GEOID03.
 HZ0697
 HZ0697.The dynamic height is computed by dividing the NAVD 88
 HZ0697.geopotential number by the normal gravity value computed on the
 HZ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0697.degrees latitude (g = 980.6199 gals.).
 HZ0697
 HZ0697.The modeled gravity was interpolated from observed gravity values.
 HZ0697
 HZ0697;                    North         East    Units  Estimated Accuracy
 HZ0697;SPC KY1Z     - 1,260,840.    1,602,000.      MT  (+/- 180 meters Scaled)
 HZ0697
 HZ0697                          SUPERSEDED SURVEY CONTROL
 HZ0697
 HZ0697  NGVD 29 (??/??/92)  293.702  (m)          963.59   (f) ADJ UNCH    1 2
 HZ0697
 HZ0697.Superseded values are not recommended for survey control.
 HZ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0697.See file dsdata.txt to determine how the superseded data were derived.
 HZ0697
 HZ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH107838(NAD 83)
 HZ0697_MARKER: DR = REFERENCE MARK DISK
 HZ0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0697_SP_SET: CONCRETE POST
 HZ0697_STAMPING: DRY RIDGE NO 6 1949
 HZ0697_MARK LOGO: CGS   
 HZ0697_PROJECTION: FLUSH
 HZ0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0697+STABILITY: SURFACE MOTION
 HZ0697
 HZ0697  HISTORY     - Date     Condition        Report By
 HZ0697  HISTORY     - 1949     MONUMENTED       CGS
 HZ0697  HISTORY     - 1964     GOOD             NGS
 HZ0697  HISTORY     - 1985     GOOD             NGS
 HZ0697
 HZ0697                          STATION DESCRIPTION
 HZ0697
 HZ0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0697'0.6 MI SE FROM DRY RIDGE.
 HZ0697'THE MARK IS 18 FEET NORTH OF THE CENTERLINE OF THE ROAD, 14 FEET
 HZ0697'EAST OF A POWERLINE POLE, 7 FEET EAST OF A FENCE CORNER, 1 FOOT
 HZ0697'NORTH OF A WIRE FENCE AND IS SET IN THE TOP OF A CONCRETE POST
 HZ0697'PROJECTING 1 INCH.  NOTE-- TO REACH FROM THE JUNCTION OF STATE
 HZ0697'HIGHWAYS 22 AND 467, WITH U.S. HIGHWAY 25, IN DRY RIDGE, GO
 HZ0697'SOUTHERLY ON HIGHWAYS 25 AND 467 FOR 0.45 MILE TO THEIR JUNCTION.
 HZ0697'TURN LEFT AND GO EAST ON HIGHWAY 467 FOR 0.35 MILE TO A FRAME
 HZ0697'HOUSE AND MARK ON THE LEFT.
 HZ0697
 HZ0697                          STATION RECOVERY (1985)
 HZ0697
 HZ0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0697'RECOVERED IN GOOD CONDITION, THE 1964 DESCRIPTION IS ADEQUATE EXCEPT
 HZ0697'THE POWERLINE POLE, FENCE CORNER AND WIRE FENCE MENTIONED THEREIN NO
 HZ0697'LONGER EXIST, ADD-4.36 METERS (14.3 FT) WEST OF UTILITY POLE NO. G
 HZ0697'16233RE, ADD-17.59 METERS (57.7 FT) SOUTH OF STATION DRY RIDGE WHICH
 HZ0697'IS 25 CM (10 IN) UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2518 ***********************************************************************
 HZ2518  DESIGNATION -  DRY RIDGE ST POLICE RAD MAST
 HZ2518  PID         -  HZ2518
 HZ2518  STATE/COUNTY-  KY/GRANT
 HZ2518  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ2518
 HZ2518                         *CURRENT SURVEY CONTROL
 HZ2518  ___________________________________________________________________
 HZ2518* NAD 83(1993)-  38 42 56.42636(N)    084 35 29.68677(W)     ADJUSTED  
 HZ2518* NAVD 88     -                                                        
 HZ2518  ___________________________________________________________________
 HZ2518  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 HZ2518  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ2518
 HZ2518  HORZ ORDER  -  THIRD
 HZ2518
 HZ2518.The horizontal coordinates were established by classical geodetic methods
 HZ2518.and adjusted by the National Geodetic Survey in April 1998..
 HZ2518
 HZ2518
 HZ2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2518
 HZ2518.The geoid height was determined by GEOID03.
 HZ2518
 HZ2518;                    North         East     Units Scale Factor Converg.
 HZ2518;SPC KY1Z     - 1,265,034.149 1,600,748.806   MT  1.00001218   +0 42 40.4
 HZ2518;SPC KY1Z     - 4,150,366.20  5,251,790.04   sFT  1.00001218   +0 42 40.4
 HZ2518;SPC KY N     -   134,993.140   470,293.041   MT  0.99997145   -0 12 44.9
 HZ2518;SPC KY N     -   442,889.99  1,542,953.09   sFT  0.99997145   -0 12 44.9
 HZ2518;UTM  16      - 4,287,978.895   709,394.975   MT  1.00013996   +1 30 24.9
 HZ2518
 HZ2518                          SUPERSEDED SURVEY CONTROL
 HZ2518
 HZ2518  NAD 83(1993)-  38 42 56.42712(N)    084 35 29.68649(W) AD(       ) 4
 HZ2518  NAD 83(1986)-  38 42 56.42652(N)    084 35 29.69656(W) AD(       ) 4
 HZ2518  NAD 27      -  38 42 56.18459(N)    084 35 29.89935(W) AD(       ) 3
 HZ2518
 HZ2518.Superseded values are not recommended for survey control.
 HZ2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2518.See file dsdata.txt to determine how the superseded data were derived.
 HZ2518
 HZ2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0939587979(NAD 83)
 HZ2518_MARKER: 42 = RADIO/TV MAST
 HZ2518
 HZ2518  HISTORY     - Date     Condition        Report By
 HZ2518  HISTORY     - 1965     FIRST OBSERVED   KYHD
 HZ2518
 HZ2518                          STATION DESCRIPTION
 HZ2518
 HZ2518'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 HZ2518'STATION IS LOCATED ABOUT 2.5 MILES NORTH OF DRY RIDGE AND ABOUT 4.5
 HZ2518'MILES SOUTH OF CRITTENDEN.  IT IS A 3 LEGGED STEEL STRUCTURE,
 HZ2518'SUPPORTED BY GUY WIRES, PAINTED ORANGE AND WHITE, ABOUT 125 FEET HIGH
 HZ2518'WITH A RED WARNING LIGHT ON TOP.  POINT OBSERVED WAS CENTER OF
 HZ2518'WARNING LIGHT ON TOP.
 HZ2518'
 HZ2518'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 HZ2518'HIGHWAY 22 IN DRY RIDGE, GO NORTH ON U.S. HIGHWAY 25 FOR 2.4 MILES
 HZ2518'TO STATION ON LEFT AT STATE POLICE BARRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1543 ***********************************************************************
 GD1543  DESIGNATION -  DUBLIN
 GD1543  PID         -  GD1543
 GD1543  STATE/COUNTY-  KY/GRAVES
 GD1543  USGS QUAD   -  DUBLIN (1981)
 GD1543
 GD1543                         *CURRENT SURVEY CONTROL
 GD1543  ___________________________________________________________________
 GD1543* NAD 83(1993)-  36 43 31.04028(N)    088 47 18.45628(W)     ADJUSTED  
 GD1543* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 GD1543  ___________________________________________________________________
 GD1543  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 GD1543  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GD1543
 GD1543  HORZ ORDER  -  SECOND
 GD1543
 GD1543.The horizontal coordinates were established by classical geodetic methods
 GD1543.and adjusted by the National Geodetic Survey in December 1995..
 GD1543
 GD1543.The orthometric height was scaled from a topographic map.
 GD1543
 GD1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1543
 GD1543.The geoid height was determined by GEOID03.
 GD1543
 GD1543;                    North         East     Units Scale Factor Converg.
 GD1543;SPC KY1Z     - 1,047,921.506 1,228,591.215   MT  1.00010489   -1 51 55.8
 GD1543;SPC KY1Z     - 3,438,055.81  4,030,803.01   sFT  1.00010489   -1 51 55.8
 GD1543;SPC KY S     -   547,861.215   228,618.118   MT  1.00000147   -1 50 33.8
 GD1543;SPC KY S     - 1,797,441.34    750,057.94   sFT  1.00000147   -1 50 33.8
 GD1543;SPC TN       -   268,946.105   350,920.881   MT  1.00006931   -1 37 56.9
 GD1543;SPC TN       -   882,367.35  1,151,312.92   sFT  1.00006931   -1 37 56.9
 GD1543;UTM  16      - 4,065,889.295   340,291.760   MT  0.99991424   -1 04 10.9
 GD1543
 GD1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1543!SPC KY1Z     -   0.99998008  x   1.00010489  =   1.00008496
 GD1543!SPC KY S     -   0.99998008  x   1.00000147  =   0.99998155
 GD1543!SPC TN       -   0.99998008  x   1.00006931  =   1.00004938
 GD1543!UTM  16      -   0.99998008  x   0.99991424  =   0.99989432
 GD1543
 GD1543|---------------------------------------------------------------------|
 GD1543| PID    Reference Object                     Distance      Geod. Az  |
 GD1543|                                                           dddmmss.s |
 GD1543| CG3956 DUBLIN RM 2                          20.580 METERS 00804     |
 GD1543| CG3955 DUBLIN RM 1                          36.128 METERS 09546     |
 GD1543| CG3954 DUBLIN AZ MK                                       2822538.5 |
 GD1543|---------------------------------------------------------------------|
 GD1543
 GD1543                          SUPERSEDED SURVEY CONTROL
 GD1543
 GD1543  NAD 83(1986)-  36 43 31.05103(N)    088 47 18.45590(W) AD(       ) 2
 GD1543  NAD 27      -  36 43 30.84300(N)    088 47 18.26000(W) AD(       ) 2
 GD1543
 GD1543.Superseded values are not recommended for survey control.
 GD1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1543.See file dsdata.txt to determine how the superseded data were derived.
 GD1543
 GD1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF4029265889(NAD 83)
 GD1543_MARKER: DS = TRIANGULATION STATION DISK
 GD1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1543_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1543
 GD1543  HISTORY     - Date     Condition        Report By
 GD1543  HISTORY     - 1934     MONUMENTED       CGS
 GD1543
 GD1543                          STATION DESCRIPTION
 GD1543
 GD1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1543'ON THE PROPERTY OF MR. ROBERT E. PRINCE, JUST SOUTH OF THE MAIN
 GD1543'HIGHWAY BETWEEN PYRORSBURG AND DUBLIN, ABOUT ONE MILE EAST OF
 GD1543'DUBLIN, 4-1/4 MILES NORTHWEST OF PYRORSBURG AND 5 MILES
 GD1543'SOUTH-SOUTHEAST OF FANCY FARM.  TO REACH FROM THE COURTHOUSE IN
 GD1543'MAYFIELD, GO SOUTHWEST ON U.S. HIGHWAY 45 FOR 5.9 MILES TO
 GD1543'CROSSROADS, WITH ARROW PYRORSBURG ON LEFT, TURN RIGHT AND PROCEED
 GD1543'1.25 MILES TO FORKS, TAKE RIGHT LOWER FORK AND FOLLOW MAIN ROAD
 GD1543'2.15 MILES TO T-ROAD, TURN LEFT AND CONTINUE 1.15 MILES TO
 GD1543'CROSSROADS, USGS MARK IS LOCATED IN THE NORTHEAST ANGLE OF
 GD1543'CROSSROADS, KEEP STRAIGHT AHEAD FOR 0.25 MILE TO HOME OF MR. P. D.
 GD1543'KEELING ON RIGHT, AND STATION ON LEFT.  THE STATION IS LOCATED ABOUT
 GD1543'200 FEET SOUTHEAST OF MR. KEELINGS HOME, 41 FEET SOUTH OF THE
 GD1543'CENTER LINE OF ROAD, 19 FEET SOUTH OF WIRE FENCE, AND 21 FEET
 GD1543'SOUTH-SOUTHWEST OF 15-INCH PERSIMMON.
 GD1543'
 GD1543'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION, 1 FOOT WEST OF
 GD1543'FENCE, AND 15 FEET SOUTH OF FENCE CORNER.
 GD1543'
 GD1543'REFERENCE MARK NO. 2 IS NORTH OF STATION IN BARNYARD, 40 FEET SOUTH
 GD1543'OF BARN.
 GD1543'
 GD1543'AZIMUTH MARK IS ABOUT 0.25 MILE WEST-NORTHWEST OF STATION IN THE YARD
 GD1543'OF MR. GRAVET, 54 FEET NORTH OF LARGE OAK, 66 FEET NORTH OF CENTER
 GD1543'LINE OF ROAD, 66 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, AND
 GD1543'10 FEET WEST OF FENCE LINE.  THE USGS STATION IS VISIBLE FROM
 GD1543'GROUND WITH HEAVY CLEARING.  A 90-FOOT TOWER WILL CLEAR ALL LINES.
 GD1543'
 GD1543'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1358 ***********************************************************************
 HA1358  DESIGNATION -  DUG HILL
 HA1358  PID         -  HA1358
 HA1358  STATE/COUNTY-  KY/GRAYSON
 HA1358  USGS QUAD   -  NOLIN LAKE (1982)
 HA1358
 HA1358                         *CURRENT SURVEY CONTROL
 HA1358  ___________________________________________________________________
 HA1358* NAD 83(1993)-  37 21 45.98611(N)    086 08 20.28136(W)     ADJUSTED  
 HA1358* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 HA1358  ___________________________________________________________________
 HA1358  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 HA1358  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HA1358
 HA1358  HORZ ORDER  -  THIRD
 HA1358
 HA1358.The horizontal coordinates were established by classical geodetic methods
 HA1358.and adjusted by the National Geodetic Survey in December 1995..
 HA1358
 HA1358.The orthometric height was scaled from a topographic map.
 HA1358
 HA1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1358
 HA1358.The geoid height was determined by GEOID03.
 HA1358
 HA1358;                    North         East     Units Scale Factor Converg.
 HA1358;SPC KY1Z     - 1,114,322.664 1,465,544.572   MT  0.99994486   -0 14 19.7
 HA1358;SPC KY1Z     - 3,655,906.94  4,808,207.48   sFT  0.99994486   -0 14 19.7
 HA1358;SPC KY S     -   614,312.265   465,544.547   MT  0.99994553   -0 14 09.2
 HA1358;SPC KY S     - 2,015,456.16  1,527,374.07   sFT  0.99994553   -0 14 09.2
 HA1358;UTM  16      - 4,135,464.987   576,246.588   MT  0.99967161   +0 31 21.2
 HA1358
 HA1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1358!SPC KY1Z     -   0.99996275  x   0.99994486  =   0.99990761
 HA1358!SPC KY S     -   0.99996275  x   0.99994553  =   0.99990828
 HA1358!UTM  16      -   0.99996275  x   0.99967161  =   0.99963437
 HA1358
 HA1358|---------------------------------------------------------------------|
 HA1358| PID    Reference Object                     Distance      Geod. Az  |
 HA1358|                                                           dddmmss.s |
 HA1358| HA1359 DUG HILL 2                           48.854 METERS 09613     |
 HA1358| CG8548 DUG HILL 2 RM 4                      48.463 METERS 10127     |
 HA1358| CG8545 DUG HILL RM 1                        14.762 METERS 10309     |
 HA1358| CG8544 DUG HILL AZ MK                                     2682119.5 |
 HA1358| HA1360 DUG HILL 2 AZ MK                    248.307 METERS 26848     |
 HA1358| CG8546 DUG HILL RM 2                        15.307 METERS 27640     |
 HA1358| HA1363 MID VALLEY OIL RAD RELAY TWR        APPROX. 9.9 KM 2981652.2 |
 HA1358|---------------------------------------------------------------------|
 HA1358
 HA1358                          SUPERSEDED SURVEY CONTROL
 HA1358
 HA1358  NAD 83(1986)-  37 21 45.99441(N)    086 08 20.28831(W) AD(       ) 3
 HA1358  NAD 27      -  37 21 45.79500(N)    086 08 20.39000(W) AD(       ) 3
 HA1358
 HA1358.Superseded values are not recommended for survey control.
 HA1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1358.See file dsdata.txt to determine how the superseded data were derived.
 HA1358
 HA1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7624735465(NAD 83)
 HA1358_MARKER: DS = TRIANGULATION STATION DISK
 HA1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1358
 HA1358  HISTORY     - Date     Condition        Report By
 HA1358  HISTORY     - 1952     MONUMENTED       CGS
 HA1358  HISTORY     - 1979     SEE DESCRIPTION  NGS
 HA1358
 HA1358                          STATION DESCRIPTION
 HA1358
 HA1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1358'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF PEONIA, ON THE
 HA1358'RIGHT-OF-WAY OF STATE HIGHWAY NO. 88, AND AT THE SUMMIT OF WHAT IS
 HA1358'LOCALLY KNOWN AS DUG HILL. IT IS 37 FEET WEST OF THE WEST POST OF A
 HA1358'GATE, 20 FEET NORTH OF THE CENTER OF THE HIGHWAY, 5 FEET
 HA1358'NORTHWEST OF A WHITE WITNESS POST, AND 3 FEET NORTH OF A FENCE. THE
 HA1358'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DUG HILL 1952.
 HA1358'
 HA1358'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2
 HA1358'FEET EAST OF THE EAST POST OF THE GATE, AND 1 FOOT SOUTH OF THE
 HA1358'FENCE. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DUG HILL NO
 HA1358'1 1952.
 HA1358'
 HA1358'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE CENTER OF THE HIGHWAY
 HA1358'AND 1 FOOT SOUTH OF THE FENCE. THE MARK PROJECTS 6 INCHES AND
 HA1358'THE DISK IS STAMPED DUG HILL NO 2 1952.
 HA1358'
 HA1358'AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2 FEET
 HA1358'EAST OF A WHITE WITNESS POST, AND 1 FOOT NORTH OF A FENCE. THE MARK
 HA1358'PROJECTS 4 INCHES AND THE DISK IS STAMPED DUG HILL 1952.
 HA1358'
 HA1358'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 226 AND 88
 HA1358'AT PEONIA, GO SOUTHERLY ON STATE HIGHWAY 88 FOR 5.1 MILES TO A
 HA1358'STEEL BRIDGE, CROSS BRIDGE AND CONTINUE FOR 1.4 MILES TO THE AZIMUTH
 HA1358'MARK ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.2 MILE TO THE
 HA1358'STATION ON THE LEFT AS DESCRIBED.
 HA1358'
 HA1358'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HA1358
 HA1358                          STATION RECOVERY (1979)
 HA1358
 HA1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HA1358'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 HA1358'CONDITION.  REFERENCE MARK 1 WAS FOUND DESTORYED.  THE AZIMUTH MARK
 HA1358'WAS NOT FOUND AND ASSUMED DESTROYED.  THE DIRECTION AND DISTANCE TO
 HA1358'REFERENCE MARK 2 CHECKED.  THE STATION MARK AND REFERENCE MARK 2 WERE
 HA1358'IN THE WAY OF GRADING AND WERE DESTROYED AFTER A NEW STATION---DUG
 HA1358'HILL 2 1979---WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1359 ***********************************************************************
 HA1359  DESIGNATION -  DUG HILL 2
 HA1359  PID         -  HA1359
 HA1359  STATE/COUNTY-  KY/GRAYSON
 HA1359  USGS QUAD   -  NOLIN LAKE (1982)
 HA1359
 HA1359                         *CURRENT SURVEY CONTROL
 HA1359  ___________________________________________________________________
 HA1359* NAD 83(1993)-  37 21 45.81453(N)    086 08 18.30772(W)     ADJUSTED  
 HA1359* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 HA1359  ___________________________________________________________________
 HA1359  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 HA1359  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HA1359
 HA1359  HORZ ORDER  -  THIRD
 HA1359
 HA1359.The horizontal coordinates were established by classical geodetic methods
 HA1359.and adjusted by the National Geodetic Survey in December 1995..
 HA1359.No horizontal observational check was made to the station.
 HA1359
 HA1359.The orthometric height was scaled from a topographic map.
 HA1359
 HA1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1359
 HA1359.The geoid height was determined by GEOID03.
 HA1359
 HA1359;                    North         East     Units Scale Factor Converg.
 HA1359;SPC KY1Z     - 1,114,317.173 1,465,593.113   MT  0.99994487   -0 14 18.5
 HA1359;SPC KY1Z     - 3,655,888.93  4,808,366.74   sFT  0.99994487   -0 14 18.5
 HA1359;SPC KY S     -   614,306.776   465,593.088   MT  0.99994553   -0 14 08.0
 HA1359;SPC KY S     - 2,015,438.15  1,527,533.32   sFT  0.99994553   -0 14 08.0
 HA1359;UTM  16      - 4,135,460.142   576,295.185   MT  0.99967170   +0 31 22.4
 HA1359
 HA1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1359!SPC KY1Z     -   0.99996259  x   0.99994487  =   0.99990746
 HA1359!SPC KY S     -   0.99996259  x   0.99994553  =   0.99990812
 HA1359!UTM  16      -   0.99996259  x   0.99967170  =   0.99963430
 HA1359
 HA1359|---------------------------------------------------------------------|
 HA1359| PID    Reference Object                     Distance      Geod. Az  |
 HA1359|                                                           dddmmss.s |
 HA1359| CG8547 DUG HILL 2 RM 3                       7.396 METERS 01311     |
 HA1359| CG8548 DUG HILL 2 RM 4                       4.453 METERS 19022     |
 HA1359| HA1360 DUG HILL 2 AZ MK                    296.818 METERS 27001     |
 HA1359| HA1358 DUG HILL                             48.854 METERS 27613     |
 HA1359|---------------------------------------------------------------------|
 HA1359
 HA1359                          SUPERSEDED SURVEY CONTROL
 HA1359
 HA1359  NAD 83(1986)-  37 21 45.82280(N)    086 08 18.31434(W) AD(       ) 3
 HA1359  NAD 27      -  37 21 45.62346(N)    086 08 18.41641(W) AD(       ) 3
 HA1359
 HA1359.Superseded values are not recommended for survey control.
 HA1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1359.See file dsdata.txt to determine how the superseded data were derived.
 HA1359
 HA1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7629535460(NAD 83)
 HA1359_MARKER: DS = TRIANGULATION STATION DISK
 HA1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1359_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1359
 HA1359  HISTORY     - Date     Condition        Report By
 HA1359  HISTORY     - 1979     MONUMENTED       NGS
 HA1359
 HA1359                          STATION DESCRIPTION
 HA1359
 HA1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HA1359'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF PEONIA, ON THE SUMMIT OF
 HA1359'A HILL LOCALLY KNOWN AS DUG HILL, ON THE PROPERTY OF MR. GREGORY
 HA1359'THOMAS GRANT, ROUTE 1 BOX 6 BIG CLIFTY, KENTUCKY, 1 FOOT WEST OF
 HA1359'FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 26 FEET SOUTH OF A
 HA1359'TELEPHONE POLE, 32 FEET NORTHEAST OF A POWER POLE AND 67 FEET NORTH OF
 HA1359'THE CENTERLINE OF STATE HIGHWAY 88.  THE MONUMENT IS FLUSH AND THE
 HA1359'DISK IS STAMPED---DUG HILL 2 1979---.
 HA1359'
 HA1359'TO REACH THE STATION FROM STATE HIGHWAYS 88 AND 226 AT PEONIA, GO
 HA1359'SOUTHERLY ON HIGHWAY 88 FOR 6.55 MILES TO THE AZIMUTH MARK ON THE
 HA1359'RIGHT.  CONTINUE ON THE ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 HA1359'
 HA1359'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 HA1359'STAMPED---DUG HILL 2 NO 3 1979---FLUSH WITH THE GROUND, 1 FOOT
 HA1359'WEST OF THE FENCE, 1 FOOT SOUTH OF TELEPHONE POLE AND 91 FEET NORTH
 HA1359'OF THE CENTER LINE OF THE HIGHWAY.
 HA1359'
 HA1359'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT
 HA1359'STAMPED---DUG HILL 2 NO 4 1979---FLUSH WITH THE GROUND, 18 FEET
 HA1359'NORTHWEST OF THE POWER POLE, 1 FOOT WEST OF FENCE, 52 FEET NORTH OF
 HA1359'THE CENTERLINE OF THE HIGHWAY AND 40 FEET SOUTH OF THE POWER POLE.
 HA1359'
 HA1359'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP
 HA1359'AND WEST END OF A CONCRETE HEADWALL, 16 FEET SOUTH OF THE CENTELINE
 HA1359'OF THE HIGHWAY AND STAMPED---DUG HILL 2 1979---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1463 ***********************************************************************
 HA1463  DESIGNATION -  DUKES
 HA1463  PID         -  HA1463
 HA1463  STATE/COUNTY-  KY/HANCOCK
 HA1463  USGS QUAD   -  CLOVERPORT (1978)
 HA1463
 HA1463                         *CURRENT SURVEY CONTROL
 HA1463  ___________________________________________________________________
 HA1463* NAD 83(1993)-  37 50 17.32122(N)    086 43 20.45160(W)     ADJUSTED  
 HA1463* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 HA1463  ___________________________________________________________________
 HA1463  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 HA1463  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HA1463
 HA1463  HORZ ORDER  -  FIRST
 HA1463
 HA1463.The horizontal coordinates were established by classical geodetic methods
 HA1463.and adjusted by the National Geodetic Survey in December 1995..
 HA1463
 HA1463.The orthometric height was scaled from a topographic map.
 HA1463
 HA1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1463
 HA1463.The geoid height was determined by GEOID03.
 HA1463
 HA1463;                    North         East     Units Scale Factor Converg.
 HA1463;SPC KY1Z     - 1,167,453.360 1,414,418.614   MT  0.99990516   -0 35 49.1
 HA1463;SPC KY1Z     - 3,830,219.90  4,640,471.74   sFT  0.99990516   -0 35 49.1
 HA1463;SPC KY S     -   667,440.523   414,411.828   MT  0.99998401   -0 35 22.9
 HA1463;SPC KY S     - 2,189,761.12  1,359,616.14   sFT  0.99998401   -0 35 22.9
 HA1463;SPC IN W     -   287,590.918   931,774.812   MT  0.99997910   +0 13 17.2
 HA1463;SPC IN W     -   943,537.87  3,056,997.86   sFT  0.99997910   +0 13 17.2
 HA1463;UTM  16      - 4,187,893.407   524,430.637   MT  0.99960735   +0 10 13.2
 HA1463
 HA1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1463!SPC KY1Z     -   0.99996952  x   0.99990516  =   0.99987468
 HA1463!SPC KY S     -   0.99996952  x   0.99998401  =   0.99995353
 HA1463!SPC IN W     -   0.99996952  x   0.99997910  =   0.99994862
 HA1463!UTM  16      -   0.99996952  x   0.99960735  =   0.99957688
 HA1463
 HA1463|---------------------------------------------------------------------|
 HA1463| PID    Reference Object                     Distance      Geod. Az  |
 HA1463|                                                           dddmmss.s |
 HA1463| CG8550 DUKES RM 1                           23.172 METERS 01808     |
 HA1463| HA1461 CLOVERPORT MUNICIPAL TANK           APPROX. 7.9 KM 0923340.4 |
 HA1463| CG8549 DUKES AZ MK                                        1335015.8 |
 HA1463| CG8551 DUKES RM 2                           19.783 METERS 16104     |
 HA1463| HA1466 CANNELTON ST MICHAELS CATH CH       APPROX. 8.5 KM 3484355.2 |
 HA1463|---------------------------------------------------------------------|
 HA1463
 HA1463                          SUPERSEDED SURVEY CONTROL
 HA1463
 HA1463  NAD 83(1986)-  37 50 17.32907(N)    086 43 20.45601(W) AD(       ) 1
 HA1463  NAD 27      -  37 50 17.13000(N)    086 43 20.50400(W) AD(       ) 1
 HA1463
 HA1463.Superseded values are not recommended for survey control.
 HA1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1463.See file dsdata.txt to determine how the superseded data were derived.
 HA1463
 HA1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2443187893(NAD 83)
 HA1463_MARKER: DS = TRIANGULATION STATION DISK
 HA1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1463
 HA1463  HISTORY     - Date     Condition        Report By
 HA1463  HISTORY     - 1946     MONUMENTED       CGS
 HA1463  HISTORY     - 1950     GOOD             CGS
 HA1463
 HA1463                          STATION DESCRIPTION
 HA1463
 HA1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1463'STATION IS LOCATED ON THE NORTH END OF A BRUSHY RIDGE OWNED BY RETES
 HA1463'YOUNG ABOUT 5 MILES WEST OF CLOVERPORT AND 6 MILES SOUTH OF
 HA1463'HAWESVILLE.  IT IS 67 FEET WEST OF A FENCE AND 5.3 FEET EAST OF A
 HA1463'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 HA1463'DISK IS STAMPED DUKES 1946.
 HA1463'
 HA1463'REFERENCE MARK NO. 1 IS 76.03 FEET NORTHEAST OF THE STATION.  IT IS
 HA1463'29.7 FEET WEST OF THE FENCE.  THE MARK PROJECTS ABOUT 6 INCHES
 HA1463'AND THE DISK IS STAMPED DUKES NO 1 1946.
 HA1463'
 HA1463'REFERENCE MARK NO. 2 IS 64.90 FEET SOUTHEAST OF THE STATION.  IT IS
 HA1463'49.0 FEET WEST OF THE FENCE.  THE MARK PROJECTS ABOUT 6 INCHES
 HA1463'AND THE DISK IS STAMPED DUKES NO 2 1946.
 HA1463'
 HA1463'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF THE STATION NEAR A SMALL
 HA1463'CEMETERY.  IT IS 28 FEET WEST OF THE APPROXIMATE CENTER OF THE
 HA1463'ROAD, 7 FEET NORTH OF THE NORTHEAST CORNER OF THE CEMETERY AND 2.5
 HA1463'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6
 HA1463'INCHES AND THE DISK IS STAMPED DUKES 1946.
 HA1463'
 HA1463'TO REACH THE STATION FROM HAWESVILLE GO EAST ON U.S. HIGHWAY 60 FOR
 HA1463'0.9 MILE TO JUNCTION WITH STATE HIGHWAY 69, TURN RIGHT ON HIGHWAY
 HA1463'69 AND GO 1.3 MILES TO A T-ROAD LEFT, TURN LEFT AND GO 3.7 MILES TO A
 HA1463'SMALL CEMETERY AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE ABOUT
 HA1463'75 YARDS TO A REVERSE FORK, TURN SHARP RIGHT AND GO 0.3 MILE TO A
 HA1463'WIRE GATE ON THE RIGHT, TURN RIGHT THRU GATE AND FOLLOW A DIM
 HA1463'ROAD ALONG THE RIDGE 0.35 MILE TO THE HIGHEST POINT AND STATION.
 HA1463'
 HA1463'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA1463
 HA1463                          STATION RECOVERY (1950)
 HA1463
 HA1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1463'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HA1463'GOOD CONDITION. DIRECTION AND DISTANCE (METERS) TO REFERENCE MARK
 HA1463'NO. 1 FAILED TO CHECK AS NOTED. OLD DESCRIPTION IS ADEQUATE.
 HA1463'
 HA1463'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1475 ***********************************************************************
 HA1475  DESIGNATION -  DUNCAN
 HA1475  PID         -  HA1475
 HA1475  STATE/COUNTY-  KY/GRAYSON
 HA1475  USGS QUAD   -  FALLS OF ROUGH (1963)
 HA1475
 HA1475                         *CURRENT SURVEY CONTROL
 HA1475  ___________________________________________________________________
 HA1475* NAD 83(1993)-  37 31 00.18598(N)    086 37 16.52818(W)     ADJUSTED  
 HA1475* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 HA1475  ___________________________________________________________________
 HA1475  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 HA1475  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 HA1475
 HA1475  HORZ ORDER  -  FIRST
 HA1475
 HA1475.The horizontal coordinates were established by classical geodetic methods
 HA1475.and adjusted by the National Geodetic Survey in December 1995..
 HA1475
 HA1475.The orthometric height was scaled from a topographic map.
 HA1475
 HA1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1475
 HA1475.The geoid height was determined by GEOID03.
 HA1475
 HA1475;                    North         East     Units Scale Factor Converg.
 HA1475;SPC KY1Z     - 1,131,694.914 1,422,982.751   MT  0.99992453   -0 32 05.7
 HA1475;SPC KY1Z     - 3,712,902.40  4,668,569.24   sFT  0.99992453   -0 32 05.7
 HA1475;SPC KY S     -   631,681.237   422,980.727   MT  0.99995046   -0 31 42.2
 HA1475;SPC KY S     - 2,072,440.86  1,387,729.27   sFT  0.99995046   -0 31 42.2
 HA1475;UTM  16      - 4,152,263.488   533,469.647   MT  0.99961380   +0 13 50.4
 HA1475
 HA1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1475!SPC KY1Z     -   0.99996599  x   0.99992453  =   0.99989052
 HA1475!SPC KY S     -   0.99996599  x   0.99995046  =   0.99991645
 HA1475!UTM  16      -   0.99996599  x   0.99961380  =   0.99957980
 HA1475
 HA1475:                Primary Azimuth Mark                     Grid Az
 HA1475:SPC KY1Z     -  BOONE                                    127 31 33.6
 HA1475:SPC KY S     -  BOONE                                    127 31 10.1
 HA1475:UTM  16      -  BOONE                                    126 45 37.5
 HA1475
 HA1475|---------------------------------------------------------------------|
 HA1475| PID    Reference Object                     Distance      Geod. Az  |
 HA1475|                                                           dddmmss.s |
 HA1475| HA1417 BOONE                               APPROX.10.1 KM 1265927.9 |
 HA1475| CG8552 DUNCAN AZ MK                                       1410725.4 |
 HA1475| CG8553 DUNCAN RM 1                                        24525     |
 HA1475| CG8554 DUNCAN RM 2                                        33552     |
 HA1475|---------------------------------------------------------------------|
 HA1475
 HA1475                          SUPERSEDED SURVEY CONTROL
 HA1475
 HA1475  NAD 83(1986)-  37 31 00.19566(N)    086 37 16.53485(W) AD(       ) 1
 HA1475  NAD 27      -  37 31 00.00900(N)    086 37 16.58800(W) AD(       ) 1
 HA1475
 HA1475.Superseded values are not recommended for survey control.
 HA1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1475.See file dsdata.txt to determine how the superseded data were derived.
 HA1475
 HA1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3347052263(NAD 83)
 HA1475_MARKER: DS = TRIANGULATION STATION DISK
 HA1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1475
 HA1475  HISTORY     - Date     Condition        Report By
 HA1475  HISTORY     - 1950     MONUMENTED       CGS
 HA1475  HISTORY     - 1952     GOOD             CGS
 HA1475
 HA1475                          STATION DESCRIPTION
 HA1475
 HA1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1475'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF FORDSVILLE, ON THE
 HA1475'HIGHEST POINT OF A BARE KNOB LOCALLY KNOWN AS DUNCAN KNOB AND OWNED
 HA1475'BY C. DUNCAN.  IT IS 82 FEET SOUTH OF THE SOUTH EDGE OF THE WOODS AND
 HA1475'A WHITE WITNESS POST.  THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE
 HA1475'OF THE GROUND AND THE DISK IS STAMPED DUNCAN 1950.
 HA1475'
 HA1475'REFERENCE MARK NO. 1 IS ON THE SOUTHWEST SLOPE OF THE HILL AT THE
 HA1475'EDGE OF THE WOODS.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 HA1475'IS STAMPED DUNCAN NO 1 1950.
 HA1475'
 HA1475'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL AT THE EDGE OF
 HA1475'THE WOODS AND 2 FEET WEST OF A WHITE WITNESS POST. THE MARK PROJECTS
 HA1475'ABOUT 4 INCHES AND THE DISK IS STAMPED DUNCAN NO 2 1950.
 HA1475'
 HA1475'AZIMUTH MARK IS 6 FEET WEST OF THE CENTER OF THE LANE AND 2 FEET
 HA1475'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 HA1475'INCHES AND THE DISK IS STAMPED DUNCAN 1950.
 HA1475'
 HA1475'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 54 AND 261
 HA1475'ABOUT 2 MILES EAST OF FORDSVILLE, GO EAST ON HIGHWAY 54 FOR
 HA1475'11.0 MILES TO A T-ROAD RIGHT AND PORTERS CEMETERY ON THE LEFT, TURN
 HA1475'RIGHT AND GO 1.5 MILES TO A CROSSROAD IN THE VILLAGE OF YEAMANS, TURN
 HA1475'RIGHT AND GO 2.5 MILES TO A DIRT T-ROAD LEFT, TURN LEFT AND UP HILL
 HA1475'FOR 0.4 MILE TO A BARN AND WIRE GATE,* PASS THROUGH WIRE GATE AND
 HA1475'TURN SHARP RIGHT ON A WOODS ROAD AND GO 0.25 MILE TO HIGH CLEAR RIDGE
 HA1475'AND STATION AS DESCRIBED.
 HA1475'
 HA1475'* TO REACH THE AZIMUTH MARK FROM THIS POINT TURN LEFT ON DIRT ROAD
 HA1475'AND GO 0.1 MILE TO A LANE LEFT, TURN LEFT AND GO 0.1 MILE TO THE TOP
 HA1475'OF A HILL AND THE AZIMUTH MARK AS DESCRIBED.
 HA1475'
 HA1475'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 HA1475
 HA1475                          STATION RECOVERY (1952)
 HA1475
 HA1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1475'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HA1475'CONDITION.  THE DIRECTION TO REFERENCE MARK NO. 2 FAILED TO CHECK.
 HA1475'THE AZIMUTH MARK WAS NOT OBSERVED ON AT THIS TIME DUE TO ITS BEING
 HA1475'OBSTRUCTED BY TREES.  THE OLD DESCRIPTION IS ADEQUATE.
 HA1475'
 HA1475'HEIGHT OF LIGHT ABOVE THE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1439 ***********************************************************************
 HA1439  DESIGNATION -  DUNMOR
 HA1439  PID         -  HA1439
 HA1439  STATE/COUNTY-  KY/LOGAN
 HA1439  USGS QUAD   -  DUNMOR (1953)
 HA1439
 HA1439                         *CURRENT SURVEY CONTROL
 HA1439  ___________________________________________________________________
 HA1439* NAD 83(1993)-  37 03 45.39178(N)    086 58 41.40529(W)     ADJUSTED  
 HA1439* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 HA1439  ___________________________________________________________________
 HA1439  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 HA1439  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HA1439
 HA1439  HORZ ORDER  -  FIRST
 HA1439
 HA1439.The horizontal coordinates were established by classical geodetic methods
 HA1439.and adjusted by the National Geodetic Survey in December 1995..
 HA1439
 HA1439.The orthometric height was scaled from a topographic map.
 HA1439
 HA1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1439
 HA1439.The geoid height was determined by GEOID03.
 HA1439
 HA1439;                    North         East     Units Scale Factor Converg.
 HA1439;SPC KY1Z     - 1,081,657.726 1,390,771.004   MT  1.00000502   -0 45 14.6
 HA1439;SPC KY1Z     - 3,548,738.72  4,562,887.87   sFT  1.00000502   -0 45 14.6
 HA1439;SPC KY S     -   581,640.188   390,776.220   MT  0.99995657   -0 44 41.4
 HA1439;SPC KY S     - 1,908,264.52  1,282,071.65   sFT  0.99995657   -0 44 41.4
 HA1439;UTM  16      - 4,101,818.031   501,940.920   MT  0.99960005   +0 00 47.4
 HA1439
 HA1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1439!SPC KY1Z     -   0.99997113  x   1.00000502  =   0.99997615
 HA1439!SPC KY S     -   0.99997113  x   0.99995657  =   0.99992770
 HA1439!UTM  16      -   0.99997113  x   0.99960005  =   0.99957119
 HA1439
 HA1439:                Primary Azimuth Mark                     Grid Az
 HA1439:SPC KY1Z     -  DUNMOR AZ MK                             136 29 48.1
 HA1439:SPC KY S     -  DUNMOR AZ MK                             136 29 14.9
 HA1439:UTM  16      -  DUNMOR AZ MK                             135 43 46.1
 HA1439
 HA1439|---------------------------------------------------------------------|
 HA1439| PID    Reference Object                     Distance      Geod. Az  |
 HA1439|                                                           dddmmss.s |
 HA1439| CG8555 DUNMOR AZ MK                                       1354433.5 |
 HA1439| CG8557 DUNMOR RM 2                          32.025 METERS 26336     |
 HA1439| CG8556 DUNMOR RM 1                          28.316 METERS 34814     |
 HA1439|---------------------------------------------------------------------|
 HA1439
 HA1439                          SUPERSEDED SURVEY CONTROL
 HA1439
 HA1439  NAD 83(1986)-  37 03 45.40175(N)    086 58 41.41064(W) AD(       ) 1
 HA1439  NAD 27      -  37 03 45.24100(N)    086 58 41.42100(W) AD(       ) 1
 HA1439
 HA1439.Superseded values are not recommended for survey control.
 HA1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1439.See file dsdata.txt to determine how the superseded data were derived.
 HA1439
 HA1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0194101818(NAD 83)
 HA1439_MARKER: DS = TRIANGULATION STATION DISK
 HA1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1439
 HA1439  HISTORY     - Date     Condition        Report By
 HA1439  HISTORY     - 1950     MONUMENTED       CGS
 HA1439
 HA1439                          STATION DESCRIPTION
 HA1439
 HA1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1439'STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF CENTRAL CITY AND 1
 HA1439'MILE SOUTHEAST OF DUNMOR ON THE PROPERTY OF E. HARPER. IT IS 4 FEET
 HA1439'SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.
 HA1439'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DUNMOR
 HA1439'1950.
 HA1439'
 HA1439'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF A FENCE LINE.  THE MARK
 HA1439'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED DUNMOR NO 1 1950.
 HA1439'
 HA1439'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCE LINE.  THE MARK
 HA1439'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED DUNMOR NO 2 1950.
 HA1439'
 HA1439'AZIMUTH MARK IS 18 FEET EAST OF CENTER OF A GRAVEL ROAD, 4 FEET NORTH
 HA1439'OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK
 HA1439'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DUNMOR 1950.
 HA1439'
 HA1439'TO REACH STATION FROM THE GRAVEL CROSS ROAD IN DUNMOR, GO SOUTH ON
 HA1439'STATE HIGHWAY 75 FOR 0.35 MILE TO A GRAVEL ROAD LEFT,
 HA1439'ALONG SIDE OF RAILROAD, TURN LEFT
 HA1439'ON GRAVEL ROAD AND GO EAST FOR 0.1 MILE, CROSS RAILROAD AND CONTINUE
 HA1439'AHEAD ON GRAVEL AND DIRT ROAD FOR 0.6 MILE TO A ROAD FORK, TURN
 HA1439'RIGHT AND CONTINUE EAST FOR 0.25 MILE TO A FARM HOUSE ON RIGHT*, TURN
 HA1439'RIGHT ON FARM LANE AND FOLLOW MAIN TRACK FARM ROAD THROUGH BARN
 HA1439'LOT FOR 0.2 MILE TO THE HIGHEST POINT OF SMALL HILL AND STATION AS
 HA1439'DESCRIBED.
 HA1439'
 HA1439'*TO REACH AZIMUTH MARK FROM HERE GO EAST ON MAIN DIRT ROAD FOR 0.3
 HA1439'MILE TO A ROAD FORK, TURN RIGHT AND GO SOUTHEAST FOR 0.75 MILE
 HA1439'TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 HA1439'
 HA1439'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2730 ***********************************************************************
 GZ2730  DESIGNATION -  DURHAM
 GZ2730  PID         -  GZ2730
 GZ2730  STATE/COUNTY-  KY/TAYLOR
 GZ2730  USGS QUAD   -  SALOMA (1961)
 GZ2730
 GZ2730                         *CURRENT SURVEY CONTROL
 GZ2730  ___________________________________________________________________
 GZ2730* NAD 83(1993)-  37 24 05.97000(N)    085 25 04.45613(W)     ADJUSTED  
 GZ2730* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 GZ2730  ___________________________________________________________________
 GZ2730  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GZ2730  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GZ2730
 GZ2730  HORZ ORDER  -  SECOND
 GZ2730
 GZ2730.The horizontal coordinates were established by classical geodetic methods
 GZ2730.and adjusted by the National Geodetic Survey in December 1995..
 GZ2730
 GZ2730.The orthometric height was scaled from a topographic map.
 GZ2730
 GZ2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2730
 GZ2730.The geoid height was determined by GEOID03.
 GZ2730
 GZ2730;                    North         East     Units Scale Factor Converg.
 GZ2730;SPC KY1Z     - 1,118,618.503 1,529,402.308   MT  0.99993906   +0 12 14.0
 GZ2730;SPC KY1Z     - 3,670,000.87  5,017,714.07   sFT  0.99993906   +0 12 14.0
 GZ2730;SPC KY S     -   618,608.359   529,402.517   MT  0.99994609   +0 12 05.1
 GZ2730;SPC KY S     - 2,029,550.92  1,736,881.42   sFT  0.99994609   +0 12 05.1
 GZ2730;UTM  16      - 4,140,605.603   640,029.441   MT  0.99984154   +0 57 40.0
 GZ2730
 GZ2730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2730!SPC KY1Z     -   0.99995960  x   0.99993906  =   0.99989866
 GZ2730!SPC KY S     -   0.99995960  x   0.99994609  =   0.99990569
 GZ2730!UTM  16      -   0.99995960  x   0.99984154  =   0.99980114
 GZ2730
 GZ2730:                Primary Azimuth Mark                     Grid Az
 GZ2730:SPC KY1Z     -  TENNESSEE GAS STA KIE 801 MAST           059 16 37.5
 GZ2730:SPC KY S     -  TENNESSEE GAS STA KIE 801 MAST           059 16 46.4
 GZ2730:UTM  16      -  TENNESSEE GAS STA KIE 801 MAST           058 31 11.5
 GZ2730
 GZ2730|---------------------------------------------------------------------|
 GZ2730| PID    Reference Object                     Distance      Geod. Az  |
 GZ2730|                                                           dddmmss.s |
 GZ2730| GZ2733 TENNESSEE GAS STA KIE 801 MAST      APPROX. 2.6 KM 0592851.5 |
 GZ2730| CG8558 DURHAM RM 1                          25.649 METERS 08930     |
 GZ2730| GZ2720 CAMPBELLSVILLE RAD WTCO MAST        APPROX. 5.6 KM 1042945.0 |
 GZ2730| GZ2726 CAMPBELLSVILLE N MUNICIPAL TK       APPROX. 8.8 KM 1324641.0 |
 GZ2730| GZ2727 CAMPBELLSVILLE S MUNICIPAL TK       APPROX. 9.5 KM 1430411.3 |
 GZ2730| GZ2728 CAMPBELLSVILLE RAD WLCK MAST        APPROX. 8.2 KM 1530723.2 |
 GZ2730| GZ1625 H 222                                              1640232.7 |
 GZ2730| CG8559 DURHAM RM 2                          25.596 METERS 33522     |
 GZ2730|---------------------------------------------------------------------|
 GZ2730
 GZ2730                          SUPERSEDED SURVEY CONTROL
 GZ2730
 GZ2730  NAD 83(1986)-  37 24 05.97789(N)    085 25 04.46425(W) AD(       ) 2
 GZ2730  NAD 27      -  37 24 05.75300(N)    085 25 04.60200(W) AD(       ) 2
 GZ2730
 GZ2730.Superseded values are not recommended for survey control.
 GZ2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2730.See file dsdata.txt to determine how the superseded data were derived.
 GZ2730
 GZ2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4002940606(NAD 83)
 GZ2730_MARKER: DS = TRIANGULATION STATION DISK
 GZ2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2730
 GZ2730  HISTORY     - Date     Condition        Report By
 GZ2730  HISTORY     - 1951     MONUMENTED       CGS
 GZ2730
 GZ2730                          STATION DESCRIPTION
 GZ2730
 GZ2730'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2730'STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF CAMPBELLSVILLE. IT
 GZ2730'IS 25 FEET WEST OF THE CENTER OF GRAVEL ROAD, 2.5 FEET WEST OF A
 GZ2730'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCELINE. THE MARK PROJECTS
 GZ2730'2 INCHES AND THE DISK IS STAMPED DURHAM 1951.
 GZ2730'
 GZ2730'REFERENCE MARK NO. 1 IS 14 FEET EAST OF THE CENTER OF GRAVEL ROAD AND
 GZ2730'1 FOOT WEST OF A FENCELINE. THE MARK PROJECTS 2 INCHES AND THE
 GZ2730'DISK IS STAMPED DURHAM NO 1 1951.
 GZ2730'
 GZ2730'REFERENCE MARK NO. 2 IS 15 FEET EAST OF THE CENTER OF GRAVEL ROAD AND
 GZ2730'1 FOOT WEST OF A FENCELINE. THE MARK PROJECTS 2 INCHES AND THE
 GZ2730'DISK IS STAMPED DURHAM NO 2 1951.
 GZ2730'
 GZ2730'BM H 222 WAS USED AS THE AZIMUTH MARK. IT IS 36 FEET NORTH OF THE
 GZ2730'CENTER OF GRAVEL ROAD, 13 FEET EAST OF THE CENTER OF WOODS ROAD AND
 GZ2730'1.6 FEET WEST OF A WHITE WITNESS POST. THE MARK IS A ROUND CONCRETE
 GZ2730'POST 8 INCHES IN DIAMETER WHICH PROJECTS 2 INCHES WITH A BRONZE
 GZ2730'USC AND GS BENCH MARK DISK SET IN THE TOP STAMPED H 222 1951.
 GZ2730'
 GZ2730'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 68 AND
 GZ2730'STATE HIGHWAY NO. 210 IN CAMPBELLSVILLE, GO NORTHWEST ON STATE
 GZ2730'HIGHWAY NO. 210 FOR 5.55 MILES TO A GRAVEL CROSSROAD, TURN RIGHT ON
 GZ2730'GRAVEL ROAD AND GO 0.7 MILES TO THE BENCH MARK ON THE LEFT,
 GZ2730'CONTINUE ON GRAVEL ROAD FOR 0.3 MILE TO A CROSSROAD, TURN LEFT AND GO
 GZ2730'0.3 MILE TO THE TOP OF HILL AND THE STATION ON THE LEFT AS
 GZ2730'DESCRIBED.
 GZ2730'
 GZ2730'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2094 ***********************************************************************
 GZ2094  DESIGNATION -  DUTCH
 GZ2094  PID         -  GZ2094
 GZ2094  STATE/COUNTY-  KY/BARREN
 GZ2094  USGS QUAD   -  HISEVILLE (1976)
 GZ2094
 GZ2094                         *CURRENT SURVEY CONTROL
 GZ2094  ___________________________________________________________________
 GZ2094* NAD 83(1993)-  37 06 48.14840(N)    085 52 25.42813(W)     ADJUSTED  
 GZ2094* NAVD 88     -       226.548  (meters)     743.27   (feet)  ADJUSTED  
 GZ2094  ___________________________________________________________________
 GZ2094  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 GZ2094  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GZ2094  DYNAMIC HT  -         226.368 (meters)     742.68  (feet)  COMP
 GZ2094  MODELED GRAV-     979,835.0   (mgal)                       NAVD 88
 GZ2094
 GZ2094  HORZ ORDER  -  THIRD
 GZ2094  VERT ORDER  -  SECOND    CLASS 0
 GZ2094
 GZ2094.The horizontal coordinates were established by classical geodetic methods
 GZ2094.and adjusted by the National Geodetic Survey in December 1995..
 GZ2094
 GZ2094.The orthometric height was determined by differential leveling
 GZ2094.and adjusted by the National Geodetic Survey in June 1991..
 GZ2094
 GZ2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2094
 GZ2094.The geoid height was determined by GEOID03.
 GZ2094
 GZ2094.The dynamic height is computed by dividing the NAVD 88
 GZ2094.geopotential number by the normal gravity value computed on the
 GZ2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2094.degrees latitude (g = 980.6199 gals.).
 GZ2094
 GZ2094.The modeled gravity was interpolated from observed gravity values.
 GZ2094
 GZ2094;                    North         East     Units Scale Factor Converg.
 GZ2094;SPC KY1Z     - 1,086,580.185 1,489,003.037   MT  0.99999295   -0 04 33.5
 GZ2094;SPC KY1Z     - 3,564,888.49  4,885,170.80   sFT  0.99999295   -0 04 33.5
 GZ2094;SPC KY S     -   586,571.120   489,003.478   MT  0.99995279   -0 04 30.1
 GZ2094;SPC KY S     - 1,924,442.08  1,604,338.91   sFT  0.99995279   -0 04 30.1
 GZ2094;UTM  16      - 4,108,042.971   600,063.859   MT  0.99972334   +0 40 46.7
 GZ2094
 GZ2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2094!SPC KY1Z     -   0.99996934  x   0.99999295  =   0.99996229
 GZ2094!SPC KY S     -   0.99996934  x   0.99995279  =   0.99992213
 GZ2094!UTM  16      -   0.99996934  x   0.99972334  =   0.99969269
 GZ2094
 GZ2094:                Primary Azimuth Mark                     Grid Az
 GZ2094:SPC KY1Z     -  DUTCH AZ MK RESET                        090 37 03.7
 GZ2094:SPC KY S     -  DUTCH AZ MK RESET                        090 37 00.3
 GZ2094:UTM  16      -  DUTCH AZ MK RESET                        089 51 43.5
 GZ2094
 GZ2094|---------------------------------------------------------------------|
 GZ2094| PID    Reference Object                     Distance      Geod. Az  |
 GZ2094|                                                           dddmmss.s |
 GZ2094| GZ2092 DUTCH AZ MK RESET                                  0903230.2 |
 GZ2094| GZ2091 DUTCH AZ MK                                        0903230.3 |
 GZ2094| GZ2093 DUTCH RM 1                           12.542 METERS 09727     |
 GZ2094| GZ2095 DUTCH RM 2                           20.666 METERS 18811     |
 GZ2094|---------------------------------------------------------------------|
 GZ2094
 GZ2094                          SUPERSEDED SURVEY CONTROL
 GZ2094
 GZ2094  NAD 83(1986)-  37 06 48.15771(N)    085 52 25.43444(W) AD(       ) 3
 GZ2094  NAD 27      -  37 06 47.98200(N)    085 52 25.52900(W) AD(       ) 3
 GZ2094  NGVD 29 (??/??/92)  226.683  (m)          743.71   (f) ADJ UNCH    2 0
 GZ2094
 GZ2094.Superseded values are not recommended for survey control.
 GZ2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2094.See file dsdata.txt to determine how the superseded data were derived.
 GZ2094
 GZ2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0006408043(NAD 83)
 GZ2094_MARKER: DS = TRIANGULATION STATION DISK
 GZ2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2094_STAMPING: DUTCH 1951
 GZ2094_MARK LOGO: CGS   
 GZ2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2094+STABILITY: SURFACE MOTION
 GZ2094
 GZ2094  HISTORY     - Date     Condition        Report By
 GZ2094  HISTORY     - 1951     MONUMENTED       CGS
 GZ2094  HISTORY     - 1951     GOOD             CGS
 GZ2094  HISTORY     - 1953     GOOD             CGS
 GZ2094
 GZ2094                          STATION DESCRIPTION
 GZ2094
 GZ2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2094'MILES SOUTHEAST OF CAVE CITY AND 0.2 MILE WEST OF THE JUNCTION OF
 GZ2094'STATE HIGHWAY NO. 70 AND U.S. HIGHWAY NO. 31E ALONG THE NORTH SIDE OF
 GZ2094'STATE HIGHWAY NO. 70. IT IS 32 FEET NORTH OF THE CENTER OF STATE
 GZ2094'HIGHWAY NO. 70, 6.8 FEET WEST OF A WHITE WITNESS POST AND 3 FEET
 GZ2094'SOUTH OF A FENCELINE. THE MARK IS FLUSH AND THE DISK IS
 GZ2094'STAMPED---DUTCH 1951.
 GZ2094'
 GZ2094'REFERENCE MARK NO. 1 IS 33 FEET NORTH OF THE CENTER OF HIGHWAY AND 1
 GZ2094'FOOT SOUTH OF A FENCELINE. THE MARK IS FLUSH AND THE DISK IS
 GZ2094'STAMPED---DUTCH NO 1 1951.
 GZ2094'
 GZ2094'REFERENCE MARK NO. 2 IS 36 FEET SOUTH OF THE CENTER OF HIGHWAY AND 1
 GZ2094'FOOT NORTH OF A FENCELINE. THE MARK IS FLUSH AND THE DISK IS
 GZ2094'STAMPED---DUTCH NO 2 1951.
 GZ2094'
 GZ2094'AZIMUTH MARK IS 173 FEET NORTH OF THE INTERSECTION OF STATE HIGHWAY
 GZ2094'NO. 70 AND U.S. HIGHWAY NO. 31E, 23 FEET WEST OF THE CENTER OF U.S.
 GZ2094'HIGHWAY NO. 31E AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST. THE
 GZ2094'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED---DUTCH 1951.
 GZ2094'
 GZ2094'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GZ2094
 GZ2094                          STATION RECOVERY (1951)
 GZ2094
 GZ2094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ2094'0.2 MI W FROM GRIDERVILLE.
 GZ2094'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 70 FROM THE INTERSECTION
 GZ2094'OF U.S. HIGHWAY 31E AT GRIDERVILLE, AT A BOARD GATE TO A FIELD,
 GZ2094'33 FEET NORTH OF CENTER LINE OF HIGHWAY, 11 FEET EAST OF CENTER OF
 GZ2094'GATE, 42 FEET WEST OF RM NO. 1, 68 FEET NORTH AND ACROSS HIGHWAY FROM
 GZ2094'RM NO. 2, 59 1/2 FEET EAST OF A 4-INCH MAPLE TREE, 46 1/2 FEET
 GZ2094'WEST OF A 4-INCH MAPLE TREE, 2 1/2 FEET SOUTH OF A FENCE LINE, 7
 GZ2094'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 GZ2094'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 GZ2094'INCH.
 GZ2094
 GZ2094                          STATION RECOVERY (1953)
 GZ2094
 GZ2094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CS)
 GZ2094'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 GZ2094'AS DESCRIBED AND IN GOOD CONDITION. THE AZIMUTH MARK WAS RESET AS
 GZ2094'FOLLOWS.
 GZ2094'
 GZ2094'AZIMUTH MARK WAS SET IN DIRECT LINE WITH STATION AND OLD AZIMUTH
 GZ2094'MARK, 151 FEET WEST OF THE OLD AZIMUTH MARK.
 GZ2094'
 GZ2094'NEW DESCRIPTION OF AZIMUTH MARK.
 GZ2094'
 GZ2094'AT THE INTERSECTION OF U.S. HIGHWAY 31 E AND STATE HIGHWAY 70 AT
 GZ2094'GRIDERVILLE, 174 FEET WEST OF CENTER LINE OF U.S.  HIGHWAY 31E,
 GZ2094'152 FEET NORTH OF CENTER LINE OF STATE HIGHWAY 70, 32 FEET NORTHWEST
 GZ2094'OF NORTH CORNER OF AN ABANDONED TEXACO SERVICE STATION,
 GZ2094'PROJECTING 2 INCHES AND STAMPED---DUTCH 1951 RESET 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2092 ***********************************************************************
 GZ2092  DESIGNATION -  DUTCH AZ MK RESET
 GZ2092  PID         -  GZ2092
 GZ2092  STATE/COUNTY-  KY/BARREN
 GZ2092  USGS QUAD   -  HISEVILLE (1976)
 GZ2092
 GZ2092                         *CURRENT SURVEY CONTROL
 GZ2092  ___________________________________________________________________
 GZ2092* NAD 83(1986)-  37 06 47.     (N)    085 52 14.     (W)     SCALED    
 GZ2092* NAVD 88     -       226.69   (meters)     743.7    (feet)  RESET     
 GZ2092  ___________________________________________________________________
 GZ2092  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GZ2092
 GZ2092  VERT ORDER  -  THIRD
 GZ2092
 GZ2092.The horizontal coordinates were scaled from a topographic map and have
 GZ2092.an estimated accuracy of +/- 6 seconds.
 GZ2092
 GZ2092.The orthometric height was computed from unverified reset data.
 GZ2092.No vertical observational check was made to the station.
 GZ2092
 GZ2092.The geoid height was determined by GEOID03.
 GZ2092
 GZ2092;                    North         East    Units  Estimated Accuracy
 GZ2092;SPC KY1Z     - 1,086,540.    1,489,290.      MT  (+/- 180 meters Scaled)
 GZ2092
 GZ2092                          SUPERSEDED SURVEY CONTROL
 GZ2092
 GZ2092.No superseded survey control is available for this station.
 GZ2092
 GZ2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG003080(NAD 83)
 GZ2092_MARKER: DZ = AZIMUTH MARK DISK
 GZ2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2092_STAMPING: DUTCH 1951 RESET 1953
 GZ2092_MARK LOGO: CGS   
 GZ2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2092+STABILITY: SURFACE MOTION
 GZ2092
 GZ2092  HISTORY     - Date     Condition        Report By
 GZ2092  HISTORY     - 1953     MONUMENTED       CGS
 GZ2092  HISTORY     - 1954     GOOD             CGS
 GZ2092
 GZ2092                          STATION DESCRIPTION
 GZ2092
 GZ2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GZ2092'AT GRIDERVILLE.
 GZ2092'AT GRIDERVILLE, AT THE INTERSECTION OF U.S. HIGHWAY 31E AND STATE
 GZ2092'HIGHWAY 70, 167 FEET WEST OF CENTERLINE OF NEW HIGHWAY 31E, 149 1/2
 GZ2092'FEET NORTH OF CENTER LINE OF STATE HIGHWAY 70, 32.3 FEET NORTHWEST
 GZ2092'OF NORTHWEST CORNER OF A STANDARD SERVICE STATION, 27 1/2 FEET
 GZ2092'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, AND 2 FEET BELOW
 GZ2092'LEVEL OF HIGHWAY 31E AND SET IN THE TOP OF A CONCRETE POST
 GZ2092'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2093 ***********************************************************************
 GZ2093  DESIGNATION -  DUTCH RM 1
 GZ2093  PID         -  GZ2093
 GZ2093  STATE/COUNTY-  KY/BARREN
 GZ2093  USGS QUAD   -  HISEVILLE (1976)
 GZ2093
 GZ2093                         *CURRENT SURVEY CONTROL
 GZ2093  ___________________________________________________________________
 GZ2093* NAD 83(1986)-  37 06 47.     (N)    085 52 25.     (W)     SCALED    
 GZ2093* NAVD 88     -       226.482  (meters)     743.05   (feet)  ADJUSTED  
 GZ2093  ___________________________________________________________________
 GZ2093  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GZ2093  DYNAMIC HT  -         226.303 (meters)     742.46  (feet)  COMP
 GZ2093  MODELED GRAV-     979,835.0   (mgal)                       NAVD 88
 GZ2093
 GZ2093  VERT ORDER  -  SECOND    CLASS 0
 GZ2093
 GZ2093.The horizontal coordinates were scaled from a topographic map and have
 GZ2093.an estimated accuracy of +/- 6 seconds.
 GZ2093
 GZ2093.The orthometric height was determined by differential leveling
 GZ2093.and adjusted by the National Geodetic Survey in June 1991..
 GZ2093
 GZ2093.The geoid height was determined by GEOID03.
 GZ2093
 GZ2093.The dynamic height is computed by dividing the NAVD 88
 GZ2093.geopotential number by the normal gravity value computed on the
 GZ2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2093.degrees latitude (g = 980.6199 gals.).
 GZ2093
 GZ2093.The modeled gravity was interpolated from observed gravity values.
 GZ2093
 GZ2093;                    North         East    Units  Estimated Accuracy
 GZ2093;SPC KY1Z     - 1,086,550.    1,489,010.      MT  (+/- 180 meters Scaled)
 GZ2093
 GZ2093                          SUPERSEDED SURVEY CONTROL
 GZ2093
 GZ2093  NGVD 29 (??/??/92)  226.618  (m)          743.50   (f) ADJ UNCH    2 0
 GZ2093
 GZ2093.Superseded values are not recommended for survey control.
 GZ2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2093.See file dsdata.txt to determine how the superseded data were derived.
 GZ2093
 GZ2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG000080(NAD 83)
 GZ2093_MARKER: DR = REFERENCE MARK DISK
 GZ2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2093_STAMPING: DUTCH NO 1 1951
 GZ2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2093+STABILITY: SURFACE MOTION
 GZ2093
 GZ2093  HISTORY     - Date     Condition        Report By
 GZ2093  HISTORY     - 1951     MONUMENTED       CGS
 GZ2093
 GZ2093                          STATION DESCRIPTION
 GZ2093
 GZ2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2093'0.2 MI W FROM GRIDERVILLE.
 GZ2093'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 70 FROM THE INTERSECTION
 GZ2093'OF U.S. HIGHWAY 31E AT GRIDERVILLE, 41 FEET EAST OF THE STATION
 GZ2093'MARK, 33 FEET NORTH OF CENTER LINE OF HIGHWAY, 130 FEET WEST OF
 GZ2093'THE CENTER OF THE NORTH END OF AN 18-INCH PIPE CULVERT WITH
 GZ2093'CONCRETE HEAD WALL, 6 FEET NORTHWEST OF A 4-INCH MAPLE TREE, 1 FOOT
 GZ2093'SOUTH OF A FENCE LINE, 1 FOOT BELOW HIGHWAY AND SET IN THE TOP OF
 GZ2093'A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2095 ***********************************************************************
 GZ2095  DESIGNATION -  DUTCH RM 2
 GZ2095  PID         -  GZ2095
 GZ2095  STATE/COUNTY-  KY/BARREN
 GZ2095  USGS QUAD   -  HISEVILLE (1976)
 GZ2095
 GZ2095                         *CURRENT SURVEY CONTROL
 GZ2095  ___________________________________________________________________
 GZ2095* NAD 83(1986)-  37 06 47.     (N)    085 52 25.     (W)     SCALED    
 GZ2095* NAVD 88     -       227.316  (meters)     745.79   (feet)  ADJUSTED  
 GZ2095  ___________________________________________________________________
 GZ2095  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GZ2095  DYNAMIC HT  -         227.137 (meters)     745.20  (feet)  COMP
 GZ2095  MODELED GRAV-     979,835.0   (mgal)                       NAVD 88
 GZ2095
 GZ2095  VERT ORDER  -  SECOND    CLASS 0
 GZ2095
 GZ2095.The horizontal coordinates were scaled from a topographic map and have
 GZ2095.an estimated accuracy of +/- 6 seconds.
 GZ2095
 GZ2095.The orthometric height was determined by differential leveling
 GZ2095.and adjusted by the National Geodetic Survey in June 1991..
 GZ2095
 GZ2095.The geoid height was determined by GEOID03.
 GZ2095
 GZ2095.The dynamic height is computed by dividing the NAVD 88
 GZ2095.geopotential number by the normal gravity value computed on the
 GZ2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2095.degrees latitude (g = 980.6199 gals.).
 GZ2095
 GZ2095.The modeled gravity was interpolated from observed gravity values.
 GZ2095
 GZ2095;                    North         East    Units  Estimated Accuracy
 GZ2095;SPC KY1Z     - 1,086,550.    1,489,010.      MT  (+/- 180 meters Scaled)
 GZ2095
 GZ2095                          SUPERSEDED SURVEY CONTROL
 GZ2095
 GZ2095  NGVD 29 (??/??/92)  227.452  (m)          746.23   (f) ADJ UNCH    2 0
 GZ2095
 GZ2095.Superseded values are not recommended for survey control.
 GZ2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2095.See file dsdata.txt to determine how the superseded data were derived.
 GZ2095
 GZ2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG000080(NAD 83)
 GZ2095_MARKER: DR = REFERENCE MARK DISK
 GZ2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2095_STAMPING: DUTCH NO 2 1951
 GZ2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2095+STABILITY: SURFACE MOTION
 GZ2095
 GZ2095  HISTORY     - Date     Condition        Report By
 GZ2095  HISTORY     - 1951     MONUMENTED       CGS
 GZ2095
 GZ2095                          STATION DESCRIPTION
 GZ2095
 GZ2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2095'0.2 MI W FROM GRIDERVILLE.
 GZ2095'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 70 FROM THE INTERSECTION
 GZ2095'OF U.S. HIGHWAY 31E AT GRIDERVILLE, 35 FEET SOUTH OF CENTER LINE
 GZ2095'OF HIGHWAY, 68 FEET SOUTH AND ACROSS HIGHWAY FROM THE STATION
 GZ2095'MARK, 172 FEET WEST OF THE CENTER OF AN 18-INCH PIPE CULVERT WITH
 GZ2095'CONCRETE HEAD WALLS, 55 FEET EAST OF A 4-INCH MAPLE TREE, 1 FOOT
 GZ2095'NORTH OF A FENCE LINE, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN
 GZ2095'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5095 ***********************************************************************
 AC5095  SACS        -  This is a Secondary Airport Control Station.
 AC5095  DESIGNATION -  DVK A
 AC5095  PID         -  AC5095
 AC5095  STATE/COUNTY-  KY/LINCOLN
 AC5095  USGS QUAD   -  JUNCTION CITY (1979)
 AC5095
 AC5095                         *CURRENT SURVEY CONTROL
 AC5095  ___________________________________________________________________
 AC5095* NAD 83(1993)-  37 34 37.13868(N)    084 46 04.70768(W)     ADJUSTED  
 AC5095* NAVD 88     -       305.26   (meters)    1001.5    (feet)  GPS OBS   
 AC5095  ___________________________________________________________________
 AC5095  X           -     461,546.490 (meters)                     COMP
 AC5095  Y           -  -5,040,327.167 (meters)                     COMP
 AC5095  Z           -   3,868,505.574 (meters)                     COMP
 AC5095  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 AC5095  ELLIP HEIGHT-         272.91  (meters)          (01/09/97) GPS OBS
 AC5095  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 AC5095
 AC5095  HORZ ORDER  -  FIRST
 AC5095  ELLP ORDER  -  FOURTH    CLASS I
 AC5095
 AC5095.This mark is at Stuart Powell Field Airport (DVK)
 AC5095
 AC5095.The horizontal coordinates were established by GPS observations
 AC5095.and adjusted by the National Geodetic Survey in January 1997..
 AC5095
 AC5095.The orthometric height was determined by GPS observations and a
 AC5095.high-resolution geoid model.
 AC5095
 AC5095.GPS derived orthometric heights for airport stations designated as
 AC5095.PACS or SACS are published to 2 decimal places.  This maintains
 AC5095.centimeter relative accuracy between the PACS and SACS.  It does
 AC5095.not indicate centimeter accuracy relative to other marks which are
 AC5095.part of the NAVD 88 network.
 AC5095
 AC5095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5095
 AC5095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5095
 AC5095.The ellipsoidal height was determined by GPS observations
 AC5095.and is referenced to NAD 83.
 AC5095
 AC5095.The geoid height was determined by GEOID03.
 AC5095
 AC5095;                    North         East     Units Scale Factor Converg.
 AC5095;SPC KY1Z     - 1,138,479.891 1,586,738.158   MT  0.99991852   +0 36 10.5
 AC5095;SPC KY1Z     - 3,735,162.78  5,205,823.44   sFT  0.99991852   +0 36 10.5
 AC5095;SPC KY S     -   638,465.245   586,741.305   MT  0.99995435   +0 35 44.0
 AC5095;SPC KY S     - 2,094,698.06  1,925,000.43   sFT  0.99995435   +0 35 44.0
 AC5095;UTM  16      - 4,161,223.961   697,099.087   MT  1.00007853   +1 21 41.7
 AC5095
 AC5095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5095!SPC KY1Z     -   0.99995718  x   0.99991852  =   0.99987570
 AC5095!SPC KY S     -   0.99995718  x   0.99995435  =   0.99991153
 AC5095!UTM  16      -   0.99995718  x   1.00007853  =   1.00003570
 AC5095
 AC5095                          SUPERSEDED SURVEY CONTROL
 AC5095
 AC5095.No superseded survey control is available for this station.
 AC5095
 AC5095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG9709961224(NAD 83)
 AC5095_MARKER: DD = SURVEY DISK
 AC5095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC5095_STAMPING: DVK A 1995
 AC5095_MARK LOGO: NGS   
 AC5095_PROJECTION: FLUSH
 AC5095_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5095+STABILITY: SURFACE MOTION
 AC5095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5095+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 AC5095_ROD/PIPE-DEPTH: 3    meters
 AC5095
 AC5095  HISTORY     - Date     Condition        Report By
 AC5095  HISTORY     - 1995     MONUMENTED       LOWE
 AC5095  HISTORY     - 19960818 GOOD             NGS
 AC5095  HISTORY     - 20051010 GOOD             GESOLU
 AC5095
 AC5095                          STATION DESCRIPTION
 AC5095
 AC5095'DESCRIBED BY LOWE ENGINEERS 1995 (GRP)
 AC5095'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) NORTH FROM SHELBY CITY
 AC5095'AND ABOUT 3.2 KM (2.00 MI) SOUTH FROM DANVILLE AT THE DANVILLE-GOODALL
 AC5095'FIELD.  AIRPORT MANAGER IS WILLIAM HAMMOND, TELEPHONE NUMBER IS
 AC5095'606-854-6849.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AC5095'HIGHWAY 127 AND STATE ROAD 300 IN SHELBY CITY, GO NORTH 0.80 KM (0.50
 AC5095'MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST THEN SOUTH ON
 AC5095'COUNTY ROAD 1247 (OLD U.S.  127) 1.29 KM (0.80 MI) TO A PAVED ROAD
 AC5095'LEFT.  TURN LEFT AND GO EAST 0.64 KM (0.40 MI) ON AIRPORT ROAD TO
 AC5095'ENTRANCE ON RIGHT. TURN RIGHT AND GO SOUTH TO END OF ROAD AND AIRPORT
 AC5095'OFFICE ON RIGHT AND GATE AHEAD.  FROM THE GATE GO SOUTH 0.16 KM (0.10
 AC5095'MI) TO TAXIWAY.  TURN LEFT AND GO EAST ALONG TAXIWAY 0.40 KM (0.25 MI)
 AC5095'TO STATION ON RIGHT.  THE STATION IS THE CENTER OF A 5 CM SURVEY DISK
 AC5095'SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE, ENCASED IN A 16 CM
 AC5095'PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.  LOGO CAP AND
 AC5095'CONCRETE ARE SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS
 AC5095'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS 54.6 M (179.1 FT)
 AC5095'NORTH-NORTHWEST FROM THE CENTERLINE OF THE RUNWAY.  31.5 M (103.3 FT)
 AC5095'NORTHWEST FROM THE CENTERLINE OF THE CONNECTING RAMP.  27.3 M (89.6
 AC5095'FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE TAXIWAY.  19.0 M (62.3
 AC5095'FT) EAST- NORTHEAST FROM EAST-NORTHEAST CORNER OF DOUBLE STEEL GRATE
 AC5095'CATCH BASIN.  THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
 AC5095
 AC5095                          STATION RECOVERY (1996)
 AC5095
 AC5095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC5095'RECOVERED AS DESCRIBED.
 AC5095
 AC5095                          STATION RECOVERY (2005)
 AC5095
 AC5095'RECOVERY NOTE BY GEOMATICS SOLUTIONS 2005 (HGM)
 AC5095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5096 ***********************************************************************
 AC5096  SACS        -  This is a Secondary Airport Control Station.
 AC5096  DESIGNATION -  DVK B
 AC5096  PID         -  AC5096
 AC5096  STATE/COUNTY-  KY/LINCOLN
 AC5096  USGS QUAD   -  JUNCTION CITY (1979)
 AC5096
 AC5096                         *CURRENT SURVEY CONTROL
 AC5096  ___________________________________________________________________
 AC5096* NAD 83(1993)-  37 34 28.15923(N)    084 45 46.15732(W)     ADJUSTED  
 AC5096* NAVD 88     -       307.22   (meters)    1007.9    (feet)  GPS OBS   
 AC5096  ___________________________________________________________________
 AC5096  X           -     462,015.343 (meters)                     COMP
 AC5096  Y           -  -5,040,455.329 (meters)                     COMP
 AC5096  Z           -   3,868,287.371 (meters)                     COMP
 AC5096  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 AC5096  ELLIP HEIGHT-         274.90  (meters)          (01/09/97) GPS OBS
 AC5096  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 AC5096
 AC5096  HORZ ORDER  -  FIRST
 AC5096  ELLP ORDER  -  FOURTH    CLASS I
 AC5096
 AC5096.This mark is at Stuart Powell Field Airport (DVK)
 AC5096
 AC5096.The horizontal coordinates were established by GPS observations
 AC5096.and adjusted by the National Geodetic Survey in January 1997..
 AC5096
 AC5096.The orthometric height was determined by GPS observations and a
 AC5096.high-resolution geoid model.
 AC5096
 AC5096.GPS derived orthometric heights for airport stations designated as
 AC5096.PACS or SACS are published to 2 decimal places.  This maintains
 AC5096.centimeter relative accuracy between the PACS and SACS.  It does
 AC5096.not indicate centimeter accuracy relative to other marks which are
 AC5096.part of the NAVD 88 network.
 AC5096
 AC5096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5096
 AC5096.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5096
 AC5096.The ellipsoidal height was determined by GPS observations
 AC5096.and is referenced to NAD 83.
 AC5096
 AC5096.The geoid height was determined by GEOID03.
 AC5096
 AC5096;                    North         East     Units Scale Factor Converg.
 AC5096;SPC KY1Z     - 1,138,207.894 1,587,196.201   MT  0.99991875   +0 36 21.9
 AC5096;SPC KY1Z     - 3,734,270.40  5,207,326.20   sFT  0.99991875   +0 36 21.9
 AC5096;SPC KY S     -   638,193.179   587,199.329   MT  0.99995417   +0 35 55.3
 AC5096;SPC KY S     - 2,093,805.45  1,926,503.13   sFT  0.99995417   +0 35 55.3
 AC5096;UTM  16      - 4,160,958.008   697,560.766   MT  1.00008078   +1 21 52.8
 AC5096
 AC5096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5096!SPC KY1Z     -   0.99995686  x   0.99991875  =   0.99987562
 AC5096!SPC KY S     -   0.99995686  x   0.99995417  =   0.99991104
 AC5096!UTM  16      -   0.99995686  x   1.00008078  =   1.00003764
 AC5096
 AC5096                          SUPERSEDED SURVEY CONTROL
 AC5096
 AC5096.No superseded survey control is available for this station.
 AC5096
 AC5096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG9756160958(NAD 83)
 AC5096_MARKER: DD = SURVEY DISK
 AC5096_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC5096_STAMPING: DVK B 1995
 AC5096_MARK LOGO: NGS   
 AC5096_PROJECTION: FLUSH
 AC5096_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5096+STABILITY: SURFACE MOTION
 AC5096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5096+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 AC5096_ROD/PIPE-DEPTH: 3    meters
 AC5096
 AC5096  HISTORY     - Date     Condition        Report By
 AC5096  HISTORY     - 1995     MONUMENTED       LOWE
 AC5096  HISTORY     - 19960818 GOOD             NGS
 AC5096  HISTORY     - 20051010 GOOD             GESOLU
 AC5096
 AC5096                          STATION DESCRIPTION
 AC5096
 AC5096'DESCRIBED BY LOWE ENGINEERS 1995 (GRP)
 AC5096'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) NORTH FROM SHELBY CITY
 AC5096'AND ABOUT 3.2 KM (2.00 MI) SOUTH FROM DANVILLE AT THE DANVILLE-GOODALL
 AC5096'FIELD.  AIRPORT MANAGER IS WILLIAM HAMMOND, TELEPHONE NUMBER IS
 AC5096'606-854-6849.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AC5096'HIGHWAY 127 AND STATE ROAD 300 IN SHELBY CITY, GO NORTH 0.80 KM (0.50
 AC5096'MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST THEN SOUTH ON
 AC5096'COUNTY ROAD 1247 (OLD U.S.  127) 1.29 KM (0.80 MI) TO A PAVED ROAD
 AC5096'LEFT.  TURN LEFT AND GO EAST 0.64 KM (0.40 MI) ON AIRPORT ROAD TO
 AC5096'ENTRANCE ON RIGHT. TURN RIGHT AND GO SOUTH TO END OF ROAD AND AIRPORT
 AC5096'OFFICE ON RIGHT AND GATE AHEAD.  FROM THE GATE GO SOUTH 0.16 KM (0.10
 AC5096'MI) TO TAXIWAY.  TURN LEFT AND GO EAST ALONG TAXIWAY 0.89 KM (0.55 MI)
 AC5096'TO STATION ON RIGHT.  THE STATION IS THE CENTER OF A 5 CM SURVEY DISK
 AC5096'SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE, ENCASED IN A 16 CM
 AC5096'PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.  LOGO CAP AND
 AC5096'CONCRETE ARE SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS
 AC5096'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS 56.5 M (185.4 FT)
 AC5096'NORTH-NORTHEAST FROM THE CENTERLINE OF THE RUNWAY.  46.8 M (153.5 FT)
 AC5096'WEST-NORTHWEST FROM THE END OF THE CONNECTING RAMP.  25.0 M (82.0 FT)
 AC5096'SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE TAXIWAY.  20.6 M (67.6 FT)
 AC5096'EAST-NORTHEAST FROM A SINGLE GRATE CATCH BASIN.  THIS STATION IS A
 AC5096'SECONDARY AIRPORT CONTROL STATION.
 AC5096
 AC5096                          STATION RECOVERY (1996)
 AC5096
 AC5096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SER)
 AC5096'RECOVERED AS DESCRIBED.
 AC5096
 AC5096                          STATION RECOVERY (2005)
 AC5096
 AC5096'RECOVERY NOTE BY GEOMATICS SOLUTIONS 2005 (HGM)
 AC5096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0658 ***********************************************************************
 JZ0658  DESIGNATION -  E
 JZ0658  PID         -  JZ0658
 JZ0658  STATE/COUNTY-  KY/KENTON
 JZ0658  USGS QUAD   -  COVINGTON (1987)
 JZ0658
 JZ0658                         *CURRENT SURVEY CONTROL
 JZ0658  ___________________________________________________________________
 JZ0658* NAD 83(1986)-  39 01 00.     (N)    084 36 03.     (W)     SCALED    
 JZ0658* NAVD 88     -       278.730  (meters)     914.47   (feet)  ADJUSTED  
 JZ0658  ___________________________________________________________________
 JZ0658  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0658  DYNAMIC HT  -         278.552 (meters)     913.88  (feet)  COMP
 JZ0658  MODELED GRAV-     979,980.8   (mgal)                       NAVD 88
 JZ0658
 JZ0658  VERT ORDER  -  FIRST     CLASS II
 JZ0658
 JZ0658.The horizontal coordinates were scaled from a topographic map and have
 JZ0658.an estimated accuracy of +/- 6 seconds.
 JZ0658
 JZ0658.The orthometric height was determined by differential leveling
 JZ0658.and adjusted by the National Geodetic Survey in June 1991..
 JZ0658
 JZ0658.The geoid height was determined by GEOID03.
 JZ0658
 JZ0658.The dynamic height is computed by dividing the NAVD 88
 JZ0658.geopotential number by the normal gravity value computed on the
 JZ0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0658.degrees latitude (g = 980.6199 gals.).
 JZ0658
 JZ0658.The modeled gravity was interpolated from observed gravity values.
 JZ0658
 JZ0658;                    North         East    Units  Estimated Accuracy
 JZ0658;SPC KY1Z     - 1,298,440.    1,599,530.      MT  (+/- 180 meters Scaled)
 JZ0658
 JZ0658                          SUPERSEDED SURVEY CONTROL
 JZ0658
 JZ0658  NGVD 29 (??/??/92)  278.935  (m)          915.14   (f) ADJ UNCH    1 2
 JZ0658
 JZ0658.Superseded values are not recommended for survey control.
 JZ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0658.See file dsdata.txt to determine how the superseded data were derived.
 JZ0658
 JZ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ077213(NAD 83)
 JZ0658_MARKER: Q = CHISELED SQUARE
 JZ0658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0658_SP_SET: STEP
 JZ0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0658
 JZ0658  HISTORY     - Date     Condition        Report By
 JZ0658  HISTORY     - UNK      MONUMENTED       CGS
 JZ0658  HISTORY     - 1949     GOOD             NGS
 JZ0658  HISTORY     - 1958     GOOD             NGS
 JZ0658  HISTORY     - 1985     MARK NOT FOUND   NGS
 JZ0658
 JZ0658                          STATION DESCRIPTION
 JZ0658
 JZ0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0658'AT ERLANGER.
 JZ0658'AT ERLANGER, AT THE JUNCTION OF STATE HIGHWAY 236 WITH U.S.
 JZ0658'HIGHWAYS 25 AND 42, A 1/2 BY 1/2 INCH CHISELED OUTLINE SQUARE
 JZ0658'IN THE TOP OF THE CORNER OF THE TOP STEP TO THE CORNER ENTRANCE,
 JZ0658'12.6 FEET NORTHWEST OF THE NORTHWEST CURB OF HIGHWAY 25, 12.2
 JZ0658'FEET NORTHEAST OF THE NORTHEAST CURB OF HIGHWAY 236, 2.5 FEET
 JZ0658'NORTHWEST OF THE SOUTH CORNER OF STEEL POST AT THE SOUTH CORNER OF
 JZ0658'BRICK STORE BUILDING AND 2 FEET ABOVE THE LEVEL OF THE STREET.
 JZ0658
 JZ0658                          STATION RECOVERY (1958)
 JZ0658
 JZ0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JZ0658'RECOVERED IN GOOD CONDITION.
 JZ0658
 JZ0658                          STATION RECOVERY (1985)
 JZ0658
 JZ0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0658'NOT RECOVERED, THE BUILDING MENTIONED HAS BEEN RAZED AND MARK SHOULD
 JZ0658'BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1563 ***********************************************************************
 HY1563  DESIGNATION -  E 10
 HY1563  PID         -  HY1563
 HY1563  STATE/COUNTY-  KY/CARTER
 HY1563  USGS QUAD   -  GRAHN (1978)
 HY1563
 HY1563                         *CURRENT SURVEY CONTROL
 HY1563  ___________________________________________________________________
 HY1563* NAD 83(1986)-  38 16 56.     (N)    083 00 51.     (W)     SCALED    
 HY1563* NAVD 88     -       185.695  (meters)     609.23   (feet)  ADJUSTED  
 HY1563  ___________________________________________________________________
 HY1563  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HY1563  DYNAMIC HT  -         185.571 (meters)     608.83  (feet)  COMP
 HY1563  MODELED GRAV-     979,956.7   (mgal)                       NAVD 88
 HY1563
 HY1563  VERT ORDER  -  FIRST     CLASS I
 HY1563
 HY1563.The horizontal coordinates were scaled from a topographic map and have
 HY1563.an estimated accuracy of +/- 6 seconds.
 HY1563
 HY1563.The orthometric height was determined by differential leveling
 HY1563.and adjusted by the National Geodetic Survey in June 1991..
 HY1563
 HY1563.The geoid height was determined by GEOID03.
 HY1563
 HY1563.The dynamic height is computed by dividing the NAVD 88
 HY1563.geopotential number by the normal gravity value computed on the
 HY1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1563.degrees latitude (g = 980.6199 gals.).
 HY1563
 HY1563.The modeled gravity was interpolated from observed gravity values.
 HY1563
 HY1563;                    North         East    Units  Estimated Accuracy
 HY1563;SPC KY1Z     - 1,219,800.    1,739,320.      MT  (+/- 180 meters Scaled)
 HY1563
 HY1563                          SUPERSEDED SURVEY CONTROL
 HY1563
 HY1563  NGVD 29 (??/??/92)  185.873  (m)          609.82   (f) ADJ UNCH    1 1
 HY1563
 HY1563.Superseded values are not recommended for survey control.
 HY1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1563.See file dsdata.txt to determine how the superseded data were derived.
 HY1563
 HY1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC238390(NAD 83)
 HY1563_MARKER: DB = BENCH MARK DISK
 HY1563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1563_SP_SET: BRIDGE SEAT
 HY1563_STAMPING: 609.818 E 10 1928
 HY1563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1563
 HY1563  HISTORY     - Date     Condition        Report By
 HY1563  HISTORY     - 1928     MONUMENTED       CGS
 HY1563  HISTORY     - 1967     GOOD             NGS
 HY1563
 HY1563                          STATION DESCRIPTION
 HY1563
 HY1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1563'3.7 MI E FROM GRAHN.
 HY1563'ABOUT 3.7 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1563'FROM THE POST OFFICE AT GRAHN, ABOUT 2.4 MILES WEST OF THE
 HY1563'CROSSING OF STATE HIGHWAY 7 AT LEON, ABOUT 0.1 MILE SOUTHWEST
 HY1563'OF THE POST OFFICE AT FULTZ, ABOUT 0.1 MILE NORTHEAST OF MILEPOST
 HY1563'550, SET ON THE TOP OF THE NORTHWEST END OF THE SOUTHWEST BRIDGE
 HY1563'SEAT OF BRIDGE NO. 5499 OVER BIG RUN, 10.1 FEET NORTHWEST OF THE
 HY1563'NORTHWEST RAIL, 1.2 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 HY1563'ABUTMENT AND 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1770 ***********************************************************************
 GY1770  DESIGNATION -  E 11
 GY1770  PID         -  GY1770
 GY1770  STATE/COUNTY-  KY/MORGAN
 GY1770  USGS QUAD   -  WEST LIBERTY (1993)
 GY1770
 GY1770                         *CURRENT SURVEY CONTROL
 GY1770  ___________________________________________________________________
 GY1770* NAD 83(1986)-  37 57 40.     (N)    083 16 52.     (W)     SCALED    
 GY1770* NAVD 88     -       234.446  (meters)     769.18   (feet)  ADJUSTED  
 GY1770  ___________________________________________________________________
 GY1770  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GY1770  DYNAMIC HT  -         234.276 (meters)     768.62  (feet)  COMP
 GY1770  MODELED GRAV-     979,896.0   (mgal)                       NAVD 88
 GY1770
 GY1770  VERT ORDER  -  FIRST     CLASS I
 GY1770
 GY1770.The horizontal coordinates were scaled from a topographic map and have
 GY1770.an estimated accuracy of +/- 6 seconds.
 GY1770
 GY1770.The orthometric height was determined by differential leveling
 GY1770.and adjusted by the National Geodetic Survey in June 1991..
 GY1770.WARNING-Repeat measurements at this control monument indicate possible
 GY1770.vertical movement.
 GY1770
 GY1770.The geoid height was determined by GEOID03.
 GY1770
 GY1770.The dynamic height is computed by dividing the NAVD 88
 GY1770.geopotential number by the normal gravity value computed on the
 GY1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1770.degrees latitude (g = 980.6199 gals.).
 GY1770
 GY1770.The modeled gravity was interpolated from observed gravity values.
 GY1770
 GY1770;                    North         East    Units  Estimated Accuracy
 GY1770;SPC KY1Z     - 1,183,520.    1,716,920.      MT  (+/- 180 meters Scaled)
 GY1770
 GY1770                          SUPERSEDED SURVEY CONTROL
 GY1770
 GY1770  NGVD 29 (??/??/92)  234.607  (m)          769.71   (f) ADJ UNCH    1 1
 GY1770
 GY1770.Superseded values are not recommended for survey control.
 GY1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1770.See file dsdata.txt to determine how the superseded data were derived.
 GY1770
 GY1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC996039(NAD 83)
 GY1770_MARKER: DB = BENCH MARK DISK
 GY1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1770_STAMPING: E 11 1928 769.766
 GY1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1770+STABILITY: SURFACE MOTION
 GY1770
 GY1770  HISTORY     - Date     Condition        Report By
 GY1770  HISTORY     - 1928     MONUMENTED       CGS
 GY1770  HISTORY     - 1967     GOOD             NGS
 GY1770
 GY1770                          STATION DESCRIPTION
 GY1770
 GY1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1770'3.9 MI N FROM WEST LIBERTY.
 GY1770'ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 GY1770'AT WEST LIBERTY, ABOUT 0.15 MILE NORTH OF THE JUNCTION OF STATE
 GY1770'HIGHWAY 1161 LEADING EAST, AT THE OUTSIDE OF A CURVE IN THE
 GY1770'HIGHWAY, NEAR THE SOUTHWEST END OF A GARDEN, NEAR A SMALL WHITE
 GY1770'FRAME HOUSE, 35 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 GY1770'86 FEET SOUTH OF TELEPHONE POLE NO. AB 98, 8 FEET BELOW THE LEVEL
 GY1770'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY1770'14 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK MAY ALSO
 GY1770'BE REACHED BY GOING 4.3 MILES SOUTH ALONG STATE HIGHWAY 7 FROM
 GY1770'THE INTERSECTION OF STATE HIGHWAY 711 AT WRIGLEY TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0698 ***********************************************************************
 GD0698  DESIGNATION -  E 118
 GD0698  PID         -  GD0698
 GD0698  STATE/COUNTY-  KY/FULTON
 GD0698  USGS QUAD   -  BONDURANT (1982)
 GD0698
 GD0698                         *CURRENT SURVEY CONTROL
 GD0698  ___________________________________________________________________
 GD0698* NAD 83(1986)-  36 33 43.     (N)    089 18 53.     (W)     SCALED    
 GD0698* NAVD 88     -        88.014  (meters)     288.76   (feet)  ADJUSTED  
 GD0698  ___________________________________________________________________
 GD0698  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GD0698  DYNAMIC HT  -          87.945 (meters)     288.53  (feet)  COMP
 GD0698  MODELED GRAV-     979,846.4   (mgal)                       NAVD 88
 GD0698
 GD0698  VERT ORDER  -  FIRST     CLASS I
 GD0698
 GD0698.The horizontal coordinates were scaled from a topographic map and have
 GD0698.an estimated accuracy of +/- 6 seconds.
 GD0698
 GD0698.The orthometric height was determined by differential leveling
 GD0698.and adjusted by the National Geodetic Survey in June 1991..
 GD0698
 GD0698.The geoid height was determined by GEOID03.
 GD0698
 GD0698.The dynamic height is computed by dividing the NAVD 88
 GD0698.geopotential number by the normal gravity value computed on the
 GD0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0698.degrees latitude (g = 980.6199 gals.).
 GD0698
 GD0698.The modeled gravity was interpolated from observed gravity values.
 GD0698
 GD0698;                    North         East    Units  Estimated Accuracy
 GD0698;SPC KY1Z     - 1,031,470.    1,180,910.      MT  (+/- 180 meters Scaled)
 GD0698
 GD0698                          SUPERSEDED SURVEY CONTROL
 GD0698
 GD0698  NGVD 29 (??/??/??)   87.948  (m)          288.54   (f) ADJUSTED    1 1
 GD0698
 GD0698.Superseded values are not recommended for survey control.
 GD0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0698.See file dsdata.txt to determine how the superseded data were derived.
 GD0698
 GD0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF928487(NAD 83)
 GD0698_MARKER: DB = BENCH MARK DISK
 GD0698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0698_SP_SET: HEADWALL OF CULVERT
 GD0698_STAMPING: E 118 1938
 GD0698_MARK LOGO: CGS   
 GD0698_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0698+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2002
 GD0698
 GD0698  HISTORY     - Date     Condition        Report By
 GD0698  HISTORY     - 1938     MONUMENTED       CGS
 GD0698  HISTORY     - 1974     GOOD             NGS
 GD0698  HISTORY     - 20001220 GOOD             CGS
 GD0698  HISTORY     - 20001220 GOOD             USACE
 GD0698  HISTORY     - 20020810 GOOD             USACE
 GD0698
 GD0698                          STATION DESCRIPTION
 GD0698
 GD0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0698'3.6 MI NE FROM MILLER.
 GD0698'ABOUT 3.60 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM ITS CROSSING
 GD0698'WITH ILLINOIS CENTRAL RAILROAD AT THE COMMUNITY OF MILLER, ABOUT 1
 GD0698'MILE NORTHEAST OF THE SASSAFRAS RIDGE SCHOOL, AT THE MIDDLE OF A
 GD0698'CURVE, SET HORIZONTALLY IN THE CENTER TOP OF THE NORTH HEADWALL,
 GD0698'15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND 0.5 FOOT BELOW
 GD0698'LEVEL OF THE HIGHWAY.
 GD0698
 GD0698                          STATION RECOVERY (2000)
 GD0698
 GD0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (JMH)
 GD0698'RECOVERED IN GOOD CONDITION.
 GD0698
 GD0698                          STATION RECOVERY (2000)
 GD0698
 GD0698'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 GD0698'MARK RECOVERED IN GOOD CONDITION.
 GD0698
 GD0698                          STATION RECOVERY (2002)
 GD0698
 GD0698'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0697 ***********************************************************************
 GZ0697  DESIGNATION -  E 12
 GZ0697  PID         -  GZ0697
 GZ0697  STATE/COUNTY-  KY/PULASKI
 GZ0697  USGS QUAD   -  DELMER (1973)
 GZ0697
 GZ0697                         *CURRENT SURVEY CONTROL
 GZ0697  ___________________________________________________________________
 GZ0697* NAD 83(1986)-  37 05 19.     (N)    084 38 47.     (W)     SCALED    
 GZ0697* NAVD 88     -       301.531  (meters)     989.27   (feet)  ADJUSTED  
 GZ0697  ___________________________________________________________________
 GZ0697  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GZ0697  DYNAMIC HT  -         301.294 (meters)     988.50  (feet)  COMP
 GZ0697  MODELED GRAV-     979,837.4   (mgal)                       NAVD 88
 GZ0697
 GZ0697  VERT ORDER  -  FIRST     CLASS I
 GZ0697
 GZ0697.The horizontal coordinates were scaled from a topographic map and have
 GZ0697.an estimated accuracy of +/- 6 seconds.
 GZ0697
 GZ0697.The orthometric height was determined by differential leveling
 GZ0697.and adjusted by the National Geodetic Survey in June 1991..
 GZ0697
 GZ0697.The geoid height was determined by GEOID03.
 GZ0697
 GZ0697.The dynamic height is computed by dividing the NAVD 88
 GZ0697.geopotential number by the normal gravity value computed on the
 GZ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0697.degrees latitude (g = 980.6199 gals.).
 GZ0697
 GZ0697.The modeled gravity was interpolated from observed gravity values.
 GZ0697
 GZ0697;                    North         East    Units  Estimated Accuracy
 GZ0697;SPC KY1Z     - 1,084,410.    1,598,120.      MT  (+/- 180 meters Scaled)
 GZ0697
 GZ0697                          SUPERSEDED SURVEY CONTROL
 GZ0697
 GZ0697  NGVD 29 (??/??/92)  301.682  (m)          989.77   (f) ADJ UNCH    1 1
 GZ0697
 GZ0697.Superseded values are not recommended for survey control.
 GZ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0697.See file dsdata.txt to determine how the superseded data were derived.
 GZ0697
 GZ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG091072(NAD 83)
 GZ0697_MARKER: DB = BENCH MARK DISK
 GZ0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0697_STAMPING: E 12 1928 989.798
 GZ0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0697+STABILITY: SURFACE MOTION
 GZ0697
 GZ0697  HISTORY     - Date     Condition        Report By
 GZ0697  HISTORY     - 1928     MONUMENTED       CGS
 GZ0697  HISTORY     - 1968     GOOD             NGS
 GZ0697
 GZ0697                          STATION DESCRIPTION
 GZ0697
 GZ0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ0697'3.1 MI NW FROM SOMERSET.
 GZ0697'ABOUT 1.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ0697'STATION AT SOMERSET, THENCE 1.7 MILES WEST ALONG STATE HIGHWAY
 GZ0697'80, 107 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 55 FEET
 GZ0697'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 96 FEET
 GZ0697'WEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 33 FEET WEST OF A
 GZ0697'20-INCH MAPLE TREE, 10 FEET WEST OF A FENCE, 9.0 FEET WEST OF
 GZ0697'A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 GZ0697'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GZ0697'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0667 ***********************************************************************
 GD0667  DESIGNATION -  E 120
 GD0667  PID         -  GD0667
 GD0667  STATE/COUNTY-  KY/HICKMAN
 GD0667  USGS QUAD   -  OAKTON (1982)
 GD0667
 GD0667                         *CURRENT SURVEY CONTROL
 GD0667  ___________________________________________________________________
 GD0667* NAD 83(1986)-  36 39 01.     (N)    089 00 26.     (W)     SCALED    
 GD0667* NAVD 88     -       122.292  (meters)     401.22   (feet)  ADJUSTED  
 GD0667  ___________________________________________________________________
 GD0667  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GD0667  DYNAMIC HT  -         122.197 (meters)     400.91  (feet)  COMP
 GD0667  MODELED GRAV-     979,859.8   (mgal)                       NAVD 88
 GD0667
 GD0667  VERT ORDER  -  SECOND    CLASS 0
 GD0667
 GD0667.The horizontal coordinates were scaled from a topographic map and have
 GD0667.an estimated accuracy of +/- 6 seconds.
 GD0667
 GD0667.The orthometric height was determined by differential leveling
 GD0667.and adjusted by the National Geodetic Survey in June 1991..
 GD0667
 GD0667.The geoid height was determined by GEOID03.
 GD0667
 GD0667.The dynamic height is computed by dividing the NAVD 88
 GD0667.geopotential number by the normal gravity value computed on the
 GD0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0667.degrees latitude (g = 980.6199 gals.).
 GD0667
 GD0667.The modeled gravity was interpolated from observed gravity values.
 GD0667
 GD0667;                    North         East    Units  Estimated Accuracy
 GD0667;SPC KY1Z     - 1,040,260.    1,208,770.      MT  (+/- 180 meters Scaled)
 GD0667
 GD0667                          SUPERSEDED SURVEY CONTROL
 GD0667
 GD0667  NGVD 29 (??/??/??)  122.210  (m)          400.95   (f) ADJUSTED    2 0
 GD0667
 GD0667.Superseded values are not recommended for survey control.
 GD0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0667.See file dsdata.txt to determine how the superseded data were derived.
 GD0667
 GD0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF205579(NAD 83)
 GD0667_MARKER: DB = BENCH MARK DISK
 GD0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0667_STAMPING: E 120 1938
 GD0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0667+STABILITY: SURFACE MOTION
 GD0667
 GD0667  HISTORY     - Date     Condition        Report By
 GD0667  HISTORY     - 1938     MONUMENTED       CGS
 GD0667  HISTORY     - 1948     GOOD             CGS
 GD0667
 GD0667                          STATION DESCRIPTION
 GD0667
 GD0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0667'1.8 MI SW FROM CLINTON.
 GD0667'0.6 MILE WEST ALONG STATE HIGHWAY 58 FROM THE COURT HOUSE AT
 GD0667'CLINTON, THENCE ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY
 GD0667'123, AT A CURVE IN THE HIGHWAY WITH TANGENTS SOUTHWEST AND
 GD0667'NORTHWEST AND THE JUNCTION OF A ROAD SOUTHEAST, 48 FEET EAST OF
 GD0667'THE CENTER LINE AT APPROXIMATELY THE CENTER OF THE CURVE, 32
 GD0667'FEET SOUTH-SOUTHWEST OF A 28-INCH OAK TREE, 68 FEET SOUTHWEST
 GD0667'OF THE CENTER LINE OF THE ROAD SOUTHEAST, 46 FEET NORTH OF AN
 GD0667'EAST-WEST FENCE LINE, DIRECTLY UNDER A POWER LINE, 1 FOOT
 GD0667'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GD0667'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GD0667'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1207 ***********************************************************************
 GC1207  DESIGNATION -  E 121
 GC1207  PID         -  GC1207
 GC1207  STATE/COUNTY-  KY/TODD
 GC1207  USGS QUAD   -  ELKTON (1982)
 GC1207
 GC1207                         *CURRENT SURVEY CONTROL
 GC1207  ___________________________________________________________________
 GC1207* NAD 83(1986)-  36 50 25.     (N)    087 14 40.     (W)     SCALED    
 GC1207* NAVD 88     -       180.308  (meters)     591.56   (feet)  ADJUSTED  
 GC1207  ___________________________________________________________________
 GC1207  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GC1207  DYNAMIC HT  -         180.165 (meters)     591.09  (feet)  COMP
 GC1207  MODELED GRAV-     979,835.6   (mgal)                       NAVD 88
 GC1207
 GC1207  VERT ORDER  -  FIRST     CLASS I
 GC1207
 GC1207.The horizontal coordinates were scaled from a topographic map and have
 GC1207.an estimated accuracy of +/- 6 seconds.
 GC1207
 GC1207.The orthometric height was determined by differential leveling
 GC1207.and adjusted by the National Geodetic Survey in June 1991..
 GC1207
 GC1207.The geoid height was determined by GEOID03.
 GC1207
 GC1207.The dynamic height is computed by dividing the NAVD 88
 GC1207.geopotential number by the normal gravity value computed on the
 GC1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1207.degrees latitude (g = 980.6199 gals.).
 GC1207
 GC1207.The modeled gravity was interpolated from observed gravity values.
 GC1207
 GC1207;                    North         East    Units  Estimated Accuracy
 GC1207;SPC KY1Z     - 1,057,330.    1,366,700.      MT  (+/- 180 meters Scaled)
 GC1207
 GC1207                          SUPERSEDED SURVEY CONTROL
 GC1207
 GC1207  NGVD 29 (??/??/92)  180.384  (m)          591.81   (f) ADJ UNCH    1 1
 GC1207
 GC1207.Superseded values are not recommended for survey control.
 GC1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1207.See file dsdata.txt to determine how the superseded data were derived.
 GC1207
 GC1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF782771(NAD 83)
 GC1207_MARKER: DB = BENCH MARK DISK
 GC1207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1207_SP_SET: BRIDGE
 GC1207_STAMPING: E 121 1940
 GC1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1207
 GC1207  HISTORY     - Date     Condition        Report By
 GC1207  HISTORY     - 1940     MONUMENTED       CGS
 GC1207  HISTORY     - 1968     GOOD             NGS
 GC1207
 GC1207                          STATION DESCRIPTION
 GC1207
 GC1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1207'3.1 MI E FROM FAIRVIEW.
 GC1207'ABOUT 3.1 MILES EAST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GC1207'FROM THE JEFFERSON DAVIS MONUMENT AT FAIRVIEW, 0.1 MILE EAST OF
 GC1207'A CEMETERY, 15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, SET
 GC1207'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A
 GC1207'HIGHWAY BRIDGE OVER EAST FORK CREEK, AND ABOUT 1/2 FOOT BELOW
 GC1207'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1166 ***********************************************************************
 HZ1166  DESIGNATION -  E 122
 HZ1166  PID         -  HZ1166
 HZ1166  STATE/COUNTY-  KY/SHELBY
 HZ1166  USGS QUAD   -  FISHERVILLE (1993)
 HZ1166
 HZ1166                         *CURRENT SURVEY CONTROL
 HZ1166  ___________________________________________________________________
 HZ1166* NAD 83(1986)-  38 13 18.     (N)    085 22 34.     (W)     SCALED    
 HZ1166* NAVD 88     -       227.382  (meters)     746.00   (feet)  ADJUSTED  
 HZ1166  ___________________________________________________________________
 HZ1166  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ1166  DYNAMIC HT  -         227.224 (meters)     745.48  (feet)  COMP
 HZ1166  MODELED GRAV-     979,929.7   (mgal)                       NAVD 88
 HZ1166
 HZ1166  VERT ORDER  -  FIRST     CLASS II
 HZ1166
 HZ1166.The horizontal coordinates were scaled from a topographic map and have
 HZ1166.an estimated accuracy of +/- 6 seconds.
 HZ1166
 HZ1166.The orthometric height was determined by differential leveling
 HZ1166.and adjusted by the National Geodetic Survey in June 1991..
 HZ1166
 HZ1166.The geoid height was determined by GEOID03.
 HZ1166
 HZ1166.The dynamic height is computed by dividing the NAVD 88
 HZ1166.geopotential number by the normal gravity value computed on the
 HZ1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1166.degrees latitude (g = 980.6199 gals.).
 HZ1166
 HZ1166.The modeled gravity was interpolated from observed gravity values.
 HZ1166
 HZ1166;                    North         East    Units  Estimated Accuracy
 HZ1166;SPC KY1Z     - 1,209,640.    1,532,740.      MT  (+/- 180 meters Scaled)
 HZ1166
 HZ1166                          SUPERSEDED SURVEY CONTROL
 HZ1166
 HZ1166  NGVD 29 (??/??/92)  227.530  (m)          746.49   (f) ADJ UNCH    1 2
 HZ1166
 HZ1166.Superseded values are not recommended for survey control.
 HZ1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1166.See file dsdata.txt to determine how the superseded data were derived.
 HZ1166
 HZ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH421316(NAD 83)
 HZ1166_MARKER: DB = BENCH MARK DISK
 HZ1166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1166_SP_SET: CULVERT
 HZ1166_STAMPING: E 122 1940
 HZ1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1166
 HZ1166  HISTORY     - Date     Condition        Report By
 HZ1166  HISTORY     - 1940     MONUMENTED       CGS
 HZ1166  HISTORY     - 1954     GOOD             NGS
 HZ1166  HISTORY     - 1983     GOOD             KYDT
 HZ1166
 HZ1166                          STATION DESCRIPTION
 HZ1166
 HZ1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1166'0.8 MI W FROM SIMPSONVILLE.
 HZ1166'ABOUT 0.8 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ1166'FROM THE OVERPASS OF U.S. HIGHWAY 60 AND 460 OVER THE TRACK AT
 HZ1166'SIMPSONVILLE, 294 FEET WEST OF CENTER OF CROSSING OF BLACK
 HZ1166'TOP ROAD SOUTH TO LINCOLN INSTITUTE, 231 FEET WEST OF NORTHWEST
 HZ1166'CORNER OF BRICK STATION LINCOLN RIDGE, IN THE TOP OF THE
 HZ1166'CONCRETE HEAD WALL OF A 1 1/2-FOOT BOX CULVERT, 7.8 FEET SOUTH
 HZ1166'OF SOUTH RAIL OF TRACK, 16 1/2 FEET WEST OF MILE POST 22, 1/2
 HZ1166'FOOT EAST OF WEST END OF SOUTH HEAD WALL AND ABOUT 3 1/2 FEET
 HZ1166'BELOW LEVEL OF TRACK.
 HZ1166
 HZ1166                          STATION RECOVERY (1983)
 HZ1166
 HZ1166'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 HZ1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1522 ***********************************************************************
 HY1522  DESIGNATION -  E 123
 HY1522  PID         -  HY1522
 HY1522  STATE/COUNTY-  KY/ROWAN
 HY1522  USGS QUAD   -  MOREHEAD (1978)
 HY1522
 HY1522                         *CURRENT SURVEY CONTROL
 HY1522  ___________________________________________________________________
 HY1522* NAD 83(1986)-  38 10 59.     (N)    083 28 11.     (W)     SCALED    
 HY1522* NAVD 88     -       256.104  (meters)     840.23   (feet)  ADJUSTED  
 HY1522  ___________________________________________________________________
 HY1522  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HY1522  DYNAMIC HT  -         255.928 (meters)     839.66  (feet)  COMP
 HY1522  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 HY1522
 HY1522  VERT ORDER  -  SECOND    CLASS 0
 HY1522
 HY1522.The horizontal coordinates were scaled from a topographic map and have
 HY1522.an estimated accuracy of +/- 6 seconds.
 HY1522
 HY1522.The orthometric height was determined by differential leveling
 HY1522.and adjusted by the National Geodetic Survey in June 1991..
 HY1522
 HY1522.The geoid height was determined by GEOID03.
 HY1522
 HY1522.The dynamic height is computed by dividing the NAVD 88
 HY1522.geopotential number by the normal gravity value computed on the
 HY1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1522.degrees latitude (g = 980.6199 gals.).
 HY1522
 HY1522.The modeled gravity was interpolated from observed gravity values.
 HY1522
 HY1522;                    North         East    Units  Estimated Accuracy
 HY1522;SPC KY1Z     - 1,207,730.    1,699,750.      MT  (+/- 180 meters Scaled)
 HY1522
 HY1522                          SUPERSEDED SURVEY CONTROL
 HY1522
 HY1522  NGVD 29 (??/??/92)  256.254  (m)          840.73   (f) ADJ UNCH    2 0
 HY1522
 HY1522.Superseded values are not recommended for survey control.
 HY1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1522.See file dsdata.txt to determine how the superseded data were derived.
 HY1522
 HY1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC836290(NAD 83)
 HY1522_MARKER: DB = BENCH MARK DISK
 HY1522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1522_SP_SET: CULVERT
 HY1522_STAMPING: E 123 1940 840.727
 HY1522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1522
 HY1522  HISTORY     - Date     Condition        Report By
 HY1522  HISTORY     - 1940     MONUMENTED       CGS
 HY1522  HISTORY     - 1955     GOOD             NGS
 HY1522  HISTORY     - 1970     MARK NOT FOUND   USGS
 HY1522
 HY1522                          STATION DESCRIPTION
 HY1522
 HY1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1522'1.8 MI NW FROM MOREHEAD.
 HY1522'1.85 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE JUNCTION
 HY1522'OF STATE HIGHWAY 32 AND U.S. HIGHWAY 60 IN MOREHEAD, 0.05 MILE
 HY1522'SOUTHEAST OF DRIVE ACROSS BRIDGE TO FARM HOUSE SOUTHWEST OF
 HY1522'HIGHWAY, 30 FEET NORTHWEST OF THE CENTER OF DRIVE TO THE
 HY1522'BUMGARDNER HOME AND ACROSS HIGHWAY, 20.6 FEET SOUTHWEST OF THE
 HY1522'CENTER LINE OF HIGHWAY, AT CONCRETE CULVERT, IN THE TOP OF THE
 HY1522'NORTHWEST END OF THE SOUTHWEST HEAD WALL, ABOUT 1.5 FEET BELOW
 HY1522'THE LEVEL OF HIGHWAY.
 HY1522
 HY1522                          STATION RECOVERY (1970)
 HY1522
 HY1522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HY1522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0629 ***********************************************************************
 GD0629  DESIGNATION -  E 124
 GD0629  PID         -  GD0629
 GD0629  STATE/COUNTY-  KY/HICKMAN
 GD0629  USGS QUAD   -  OAKTON (1982)
 GD0629
 GD0629                         *CURRENT SURVEY CONTROL
 GD0629  ___________________________________________________________________
 GD0629* NAD 83(1986)-  36 41 21.     (N)    089 04 37.     (W)     SCALED    
 GD0629* NAVD 88     -        94.779  (meters)     310.95   (feet)  ADJUSTED  
 GD0629  ___________________________________________________________________
 GD0629  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GD0629  DYNAMIC HT  -          94.706 (meters)     310.71  (feet)  COMP
 GD0629  MODELED GRAV-     979,862.1   (mgal)                       NAVD 88
 GD0629
 GD0629  VERT ORDER  -  SECOND    CLASS 0
 GD0629
 GD0629.The horizontal coordinates were scaled from a topographic map and have
 GD0629.an estimated accuracy of +/- 6 seconds.
 GD0629
 GD0629.The orthometric height was determined by differential leveling
 GD0629.and adjusted by the National Geodetic Survey in June 1991..
 GD0629
 GD0629.The geoid height was determined by GEOID03.
 GD0629
 GD0629.The dynamic height is computed by dividing the NAVD 88
 GD0629.geopotential number by the normal gravity value computed on the
 GD0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0629.degrees latitude (g = 980.6199 gals.).
 GD0629
 GD0629.The modeled gravity was interpolated from observed gravity values.
 GD0629
 GD0629;                    North         East    Units  Estimated Accuracy
 GD0629;SPC KY1Z     - 1,044,790.    1,202,690.      MT  (+/- 180 meters Scaled)
 GD0629
 GD0629                          SUPERSEDED SURVEY CONTROL
 GD0629
 GD0629  NGVD 29 (??/??/??)   94.690  (m)          310.66   (f) ADJUSTED    2 0
 GD0629
 GD0629.Superseded values are not recommended for survey control.
 GD0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0629.See file dsdata.txt to determine how the superseded data were derived.
 GD0629
 GD0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF144624(NAD 83)
 GD0629_MARKER: DB = BENCH MARK DISK
 GD0629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0629_SP_SET: BRIDGE
 GD0629_STAMPING: E 124 1943
 GD0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0629
 GD0629  HISTORY     - Date     Condition        Report By
 GD0629  HISTORY     - 1943     MONUMENTED       CGS
 GD0629  HISTORY     - 1976     GOOD             NGS
 GD0629  HISTORY     - 1976     GOOD             NGS
 GD0629
 GD0629                          STATION DESCRIPTION
 GD0629
 GD0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0629'1.9 MI N FROM OAKTON.
 GD0629'1.9 MILES NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0629'STATION AT OAKTON, HICKMAN COUNTY, 7 RAILS NORTH OF MILEPOST
 GD0629'466, AT THE BRIDGE OVER OBION RIVER, IN THE NORTHEAST CORNER OF
 GD0629'THE NORTH CONCRETE ABUTMENT, 7 FEET EAST OF THE EAST RAIL, AND
 GD0629'ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E
 GD0629'124 1943.
 GD0629
 GD0629                          STATION RECOVERY (1976)
 GD0629
 GD0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD0629'RECOVERED IN GOOD CONDITION.
 GD0629
 GD0629                          STATION RECOVERY (1976)
 GD0629
 GD0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0900 ***********************************************************************
 GC0900  DESIGNATION -  E 126
 GC0900  PID         -  GC0900
 GC0900  STATE/COUNTY-  KY/LOGAN
 GC0900  USGS QUAD   -  LEWISBURG (1983)
 GC0900
 GC0900                         *CURRENT SURVEY CONTROL
 GC0900  ___________________________________________________________________
 GC0900* NAD 83(1986)-  36 54 48.     (N)    086 55 58.     (W)     SCALED    
 GC0900* NAVD 88     -       197.201  (meters)     646.98   (feet)  ADJUSTED  
 GC0900  ___________________________________________________________________
 GC0900  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GC0900  DYNAMIC HT  -         197.050 (meters)     646.49  (feet)  COMP
 GC0900  MODELED GRAV-     979,861.4   (mgal)                       NAVD 88
 GC0900
 GC0900  VERT ORDER  -  SECOND    CLASS 0
 GC0900
 GC0900.The horizontal coordinates were scaled from a topographic map and have
 GC0900.an estimated accuracy of +/- 6 seconds.
 GC0900
 GC0900.The orthometric height was determined by differential leveling
 GC0900.and adjusted by the National Geodetic Survey in June 1991..
 GC0900
 GC0900.The geoid height was determined by GEOID03.
 GC0900
 GC0900.The dynamic height is computed by dividing the NAVD 88
 GC0900.geopotential number by the normal gravity value computed on the
 GC0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0900.degrees latitude (g = 980.6199 gals.).
 GC0900
 GC0900.The modeled gravity was interpolated from observed gravity values.
 GC0900
 GC0900;                    North         East    Units  Estimated Accuracy
 GC0900;SPC KY1Z     - 1,065,040.    1,394,600.      MT  (+/- 180 meters Scaled)
 GC0900
 GC0900                          SUPERSEDED SURVEY CONTROL
 GC0900
 GC0900  NGVD 29 (??/??/92)  197.313  (m)          647.35   (f) ADJ UNCH    2 0
 GC0900
 GC0900.Superseded values are not recommended for survey control.
 GC0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0900.See file dsdata.txt to determine how the superseded data were derived.
 GC0900
 GC0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF059852(NAD 83)
 GC0900_MARKER: DB = BENCH MARK DISK
 GC0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0900_STAMPING: E 126 1943
 GC0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0900+STABILITY: SURFACE MOTION
 GC0900
 GC0900  HISTORY     - Date     Condition        Report By
 GC0900  HISTORY     - 1943     MONUMENTED       CGS
 GC0900
 GC0900                          STATION DESCRIPTION
 GC0900
 GC0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GC0900'1 MI S FROM EPLEYS.
 GC0900'1.0 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0900'EPLEYS, LOGAN COUNTY, 106.5 FEET NORTHWEST OF MILEPOST 149, DIRECTLY
 GC0900'OPPOSITE TELEPHONE POLE 2729, 28.5 FEET NORTHEAST OF THE
 GC0900'CENTERLINE OF THE TRACK, 2.9 FEET SOUTH OF A T-FENCE CORNER, 2
 GC0900'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 GC0900'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 126 1943 AND
 GC0900'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 GC0900'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0213 ***********************************************************************
 HA0213  DESIGNATION -  E 127
 HA0213  PID         -  HA0213
 HA0213  STATE/COUNTY-  KY/GRAYSON
 HA0213  USGS QUAD   -  NOLIN LAKE (1982)
 HA0213
 HA0213                         *CURRENT SURVEY CONTROL
 HA0213  ___________________________________________________________________
 HA0213* NAD 83(1986)-  37 20 03.     (N)    086 14 52.     (W)     SCALED    
 HA0213* NAVD 88     -       213.059  (meters)     699.01   (feet)  ADJUSTED  
 HA0213  ___________________________________________________________________
 HA0213  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HA0213  DYNAMIC HT  -         212.898 (meters)     698.48  (feet)  COMP
 HA0213  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 HA0213
 HA0213  VERT ORDER  -  SECOND    CLASS 0
 HA0213
 HA0213.The horizontal coordinates were scaled from a topographic map and have
 HA0213.an estimated accuracy of +/- 6 seconds.
 HA0213
 HA0213.The orthometric height was determined by differential leveling
 HA0213.and adjusted by the National Geodetic Survey in June 1991..
 HA0213
 HA0213.The geoid height was determined by GEOID03.
 HA0213
 HA0213.The dynamic height is computed by dividing the NAVD 88
 HA0213.geopotential number by the normal gravity value computed on the
 HA0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0213.degrees latitude (g = 980.6199 gals.).
 HA0213
 HA0213.The modeled gravity was interpolated from observed gravity values.
 HA0213
 HA0213;                    North         East    Units  Estimated Accuracy
 HA0213;SPC KY1Z     - 1,111,190.    1,455,890.      MT  (+/- 180 meters Scaled)
 HA0213
 HA0213                          SUPERSEDED SURVEY CONTROL
 HA0213
 HA0213  NGVD 29 (??/??/92)  213.178  (m)          699.40   (f) ADJ UNCH    2 0
 HA0213
 HA0213.Superseded values are not recommended for survey control.
 HA0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0213.See file dsdata.txt to determine how the superseded data were derived.
 HA0213
 HA0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG666322(NAD 83)
 HA0213_MARKER: DB = BENCH MARK DISK
 HA0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0213_SP_SET: CULVERT
 HA0213_STAMPING: E 127 1943
 HA0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0213
 HA0213  HISTORY     - Date     Condition        Report By
 HA0213  HISTORY     - 1943     MONUMENTED       CGS
 HA0213
 HA0213                          STATION DESCRIPTION
 HA0213
 HA0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HA0213'2.8 MI S FROM ANNETA.
 HA0213'TO REACH FROM THE GENERAL STORE AT ANNETA, PROCEED 2.85 MILES
 HA0213'SOUTHERLY ALONG STATE HIGHWAY NO. 65 TO A CONCRETE CULVERT AND
 HA0213'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP
 HA0213'OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 2.0 FOOT
 HA0213'CONCRETE PIPE CULVERT UNDER THE HIGHWAY.  IT IS 0.5 MILE NORTHEAST
 HA0213'OF THE GRAYSON - EDMONSON COUNTY LINE, 66.5 FEET NORTHEAST
 HA0213'OF THE CENTERLINE OF A DIRT ROAD LEADING SOUTHEAST, 18.0 FEET
 HA0213'SOUTHEAST OF AND ABOUT 1.5 FOOT BELOW THE CENTERLINE OF THE
 HA0213'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0090 ***********************************************************************
 GD0090  DESIGNATION -  E 128
 GD0090  PID         -  GD0090
 GD0090  STATE/COUNTY-  KY/CALLOWAY
 GD0090  USGS QUAD   -  HICO (1981)
 GD0090
 GD0090                         *CURRENT SURVEY CONTROL
 GD0090  ___________________________________________________________________
 GD0090* NAD 83(1986)-  36 41 09.     (N)    088 11 03.     (W)     SCALED    
 GD0090* NAVD 88     -       161.293  (meters)     529.18   (feet)  ADJUSTED  
 GD0090  ___________________________________________________________________
 GD0090  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GD0090  DYNAMIC HT  -         161.165 (meters)     528.76  (feet)  COMP
 GD0090  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 GD0090
 GD0090  VERT ORDER  -  FIRST     CLASS II
 GD0090
 GD0090.The horizontal coordinates were scaled from a topographic map and have
 GD0090.an estimated accuracy of +/- 6 seconds.
 GD0090
 GD0090.The orthometric height was determined by differential leveling
 GD0090.and adjusted by the National Geodetic Survey in June 1991..
 GD0090
 GD0090.The geoid height was determined by GEOID03.
 GD0090
 GD0090.The dynamic height is computed by dividing the NAVD 88
 GD0090.geopotential number by the normal gravity value computed on the
 GD0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0090.degrees latitude (g = 980.6199 gals.).
 GD0090
 GD0090.The modeled gravity was interpolated from observed gravity values.
 GD0090
 GD0090;                    North         East    Units  Estimated Accuracy
 GD0090;SPC KY1Z     - 1,041,960.    1,282,440.      MT  (+/- 180 meters Scaled)
 GD0090
 GD0090                          SUPERSEDED SURVEY CONTROL
 GD0090
 GD0090  NGVD 29 (??/??/??)  161.347  (m)          529.35   (f) ADJUSTED    1 2
 GD0090
 GD0090.Superseded values are not recommended for survey control.
 GD0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0090.See file dsdata.txt to determine how the superseded data were derived.
 GD0090
 GD0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF942606(NAD 83)
 GD0090_MARKER: DB = BENCH MARK DISK
 GD0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0090_SP_SET: CULVERT
 GD0090_STAMPING: E 128 1946
 GD0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0090+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 GD0090
 GD0090  HISTORY     - Date     Condition        Report By
 GD0090  HISTORY     - 1946     MONUMENTED       CGS
 GD0090  HISTORY     - 1971     GOOD             NGS
 GD0090  HISTORY     - 20040617 GOOD             USACE
 GD0090
 GD0090                          STATION DESCRIPTION
 GD0090
 GD0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0090'9 MI NE FROM MURRAY.
 GD0090'ABOUT 8.95 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE COURT
 GD0090'HOUSE AT MURRAY, AT THE T JUNCTION OF A ROAD LEADING EAST, 66
 GD0090'FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 12.5
 GD0090'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 GD0090'OF THE NORTHEAST END OF THE 7 FOOT CONCRETE SOUTHEAST HEAD WALL
 GD0090'OF A 14 INCH PIPE CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 GD0090
 GD0090                          STATION RECOVERY (1971)
 GD0090
 GD0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0090'RECOVERED IN GOOD CONDITION.
 GD0090
 GD0090                          STATION RECOVERY (2004)
 GD0090
 GD0090'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0263 ***********************************************************************
 HB0263  HT_MOD      -  This is a Height Modernization Survey Station.
 HB0263  DESIGNATION -  E 129
 HB0263  PID         -  HB0263
 HB0263  STATE/COUNTY-  KY/MARSHALL
 HB0263  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0263
 HB0263                         *CURRENT SURVEY CONTROL
 HB0263  ___________________________________________________________________
 HB0263* NAD 83(1993)-  37 00 55.09375(N)    088 28 14.12567(W)     ADJUSTED  
 HB0263* NAVD 88     -       107.67   (meters)     353.2    (feet)  GPS OBS   
 HB0263  ___________________________________________________________________
 HB0263  X           -     136,093.534 (meters)                     COMP
 HB0263  Y           -  -5,097,217.479 (meters)                     COMP
 HB0263  Z           -   3,818,797.028 (meters)                     COMP
 HB0263  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HB0263  ELLIP HEIGHT-          79.09  (meters)          (04/05/04) GPS OBS
 HB0263  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 HB0263  DYNAMIC HT  -         107.59  (meters)     353.0   (feet)  COMP
 HB0263  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 HB0263
 HB0263  HORZ ORDER  -  B
 HB0263  VERT ORDER  -  THIRD (See Below)
 HB0263  ELLP ORDER  -  FOURTH    CLASS I
 HB0263
 HB0263.The horizontal coordinates were established by GPS observations
 HB0263.and adjusted by the National Geodetic Survey in April 2004..
 HB0263
 HB0263.The orthometric height was determined by GPS observations and a
 HB0263.high-resolution geoid model using precise GPS observation and
 HB0263.processing techniques. It supersedes the leveled height previously
 HB0263.determined for this station.
 HB0263.The vertical order pertains to the first NAVD 88 superseded value.
 HB0263
 HB0263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB0263
 HB0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0263
 HB0263.The ellipsoidal height was determined by GPS observations
 HB0263.and is referenced to NAD 83.
 HB0263
 HB0263.The geoid height was determined by GEOID03.
 HB0263
 HB0263.The dynamic height is computed by dividing the NAVD 88
 HB0263.geopotential number by the normal gravity value computed on the
 HB0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0263.degrees latitude (g = 980.6199 gals.).
 HB0263
 HB0263.The modeled gravity was interpolated from observed gravity values.
 HB0263
 HB0263;                    North         East     Units Scale Factor Converg.
 HB0263;SPC KY1Z     - 1,079,218.059 1,257,914.421   MT  1.00001697   -1 40 13.2
 HB0263;SPC KY1Z     - 3,540,734.58  4,127,007.56   sFT  1.00001697   -1 40 13.2
 HB0263;SPC KY S     -   579,166.318   257,927.188   MT  0.99996080   -1 38 59.8
 HB0263;SPC KY S     - 1,900,148.16    846,216.12   sFT  0.99996080   -1 38 59.8
 HB0263;UTM  16      - 4,097,580.960   369,174.882   MT  0.99981084   -0 53 07.7
 HB0263
 HB0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0263!SPC KY1Z     -   0.99998759  x   1.00001697  =   1.00000456
 HB0263!SPC KY S     -   0.99998759  x   0.99996080  =   0.99994839
 HB0263!UTM  16      -   0.99998759  x   0.99981084  =   0.99979843
 HB0263
 HB0263                          SUPERSEDED SURVEY CONTROL
 HB0263
 HB0263  NAVD 88 (06/15/91)  107.660  (m)          353.21   (f) ADJUSTED    1 1
 HB0263  NGVD 29 (??/??/??)  107.698  (m)          353.34   (f) ADJUSTED    1 1
 HB0263
 HB0263.Superseded values are not recommended for survey control.
 HB0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0263.See file dsdata.txt to determine how the superseded data were derived.
 HB0263
 HB0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF6917597581(NAD 83)
 HB0263_MARKER: DB = BENCH MARK DISK
 HB0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0263_STAMPING: E 129 1946
 HB0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0263+STABILITY: SURFACE MOTION
 HB0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0263+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2002
 HB0263
 HB0263  HISTORY     - Date     Condition        Report By
 HB0263  HISTORY     - 1946     MONUMENTED       CGS
 HB0263  HISTORY     - 1968     GOOD             CGS
 HB0263  HISTORY     - 1971     GOOD             NGS
 HB0263  HISTORY     - 20020319 GOOD             USACE
 HB0263
 HB0263                          STATION DESCRIPTION
 HB0263
 HB0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0263'1.4 MI W FROM LITTLE CYPRESS.
 HB0263'ABOUT 1.45 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0263'THE CROSSING OF THE RAILROAD AND THE GRAVELED ROAD AT LITTLE
 HB0263'CYPRESS, 50 1/2 FEET NORTHWEST OF THE CENTER OF A CROSSING OF
 HB0263'THE RAILROAD AND LITTLE CYPRESS ELVA ROAD, 31 FEET NORTH OF THE
 HB0263'NORTH RAIL OF THE NORTH TRACK, 21 FEET WEST OF THE CENTERLINE
 HB0263'OF THE ROAD, 138 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HB0263'FRAME HOUSE, 36 FEET EAST OF TELEPHONE POLE NUMBER 8988 AND IN
 HB0263'LINE WITH A ROW OF POLES, 3 FEET SOUTHWEST OF A CORNER FENCE
 HB0263'POST, 2 1/2 FEET SOUTH OF THE FENCE, 1.0 FOOT WEST OF A METAL
 HB0263'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND
 HB0263'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 HB0263
 HB0263                          STATION RECOVERY (1971)
 HB0263
 HB0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HB0263'RECOVERED IN GOOD CONDITION.
 HB0263
 HB0263                          STATION RECOVERY (2002)
 HB0263
 HB0263'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9566 ***********************************************************************
 AA9566  DESIGNATION -  E 13 RESET
 AA9566  PID         -  AA9566
 AA9566  STATE/COUNTY-  KY/ADAIR
 AA9566  USGS QUAD   -  GRADYVILLE (1973)
 AA9566
 AA9566                         *CURRENT SURVEY CONTROL
 AA9566  ___________________________________________________________________
 AA9566* NAD 83(1986)-  37 04 31.     (N)    085 23 54.     (W)     SCALED    
 AA9566* NAVD 88     -       267.26   (meters)     876.8    (feet)  RESET     
 AA9566  ___________________________________________________________________
 AA9566  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 AA9566
 AA9566  VERT ORDER  -  THIRD
 AA9566
 AA9566.The horizontal coordinates were scaled from a topographic map and have
 AA9566.an estimated accuracy of +/- 6 seconds.
 AA9566
 AA9566.The orthometric height was computed from unverified reset data.
 AA9566
 AA9566.The geoid height was determined by GEOID03.
 AA9566
 AA9566;                    North         East    Units  Estimated Accuracy
 AA9566;SPC KY1Z     - 1,082,400.    1,531,270.      MT  (+/- 180 meters Scaled)
 AA9566
 AA9566                          SUPERSEDED SURVEY CONTROL
 AA9566
 AA9566.No superseded survey control is available for this station.
 AA9566
 AA9566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG423044(NAD 83)
 AA9566_MARKER: DV = VERTICAL CONTROL DISK
 AA9566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9566_STAMPING: E 13 1928 RESET 1994
 AA9566_MARK LOGO: NGS   
 AA9566_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9566+STABILITY: SURFACE MOTION
 AA9566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9566+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 AA9566
 AA9566  HISTORY     - Date     Condition        Report By
 AA9566  HISTORY     - 1994     MONUMENTED       KYDT
 AA9566  HISTORY     - 20040421 GOOD             KYDT
 AA9566  HISTORY     - 20050824 GOOD             KYTC
 AA9566
 AA9566                          STATION DESCRIPTION
 AA9566
 AA9566'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 AA9566'0.5 MILE (0.8 KM) SOUTHWEST ALONG BURKESVILLE STREET WHICH IS KENTUCKY
 AA9566'80 FROM ADAIR COUNTY COURTHOUSE IN COLUMBIA, THENCE 2.3 MILES (3.7 KM)
 AA9566'SOUTHWEST ALONG KENTUCKY 80/KENTUCKY 61, THENCE 3.4 MILES (5.5 KM)
 AA9566'SOUTHWEST ALONG KENTUCKY 80 TO MARK ON RIGHT, 47.5 FEET (14.5 M) SOUTH
 AA9566'OF CENTERLINE OF KENTUCKY 80, 10 FEET (3.0 M) WEST OF WATER METER, 37
 AA9566'FEET (11.3 M) WEST OF CENTERLINE OF GRAVEL DRIVE, 72.3 FEET (22.0 M)
 AA9566'WEST-NORTHWEST OF NORTHWEST CORNER OF A 2 STORY VINYL SIDED HOUSE,
 AA9566'ABOUT 33 YARDS EAST-NORTHEAST OF NORTHEAST CORNER OF A 2 STORY GRAY
 AA9566'VINYL SIDED HOUSE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AA9566'GROUND.
 AA9566
 AA9566                          STATION RECOVERY (2004)
 AA9566
 AA9566'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 AA9566'RECOVERED IN GOOD CONDITION.
 AA9566
 AA9566                          STATION RECOVERY (2005)
 AA9566
 AA9566'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 AA9566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0381 ***********************************************************************
 HB0381  DESIGNATION -  E 130
 HB0381  PID         -  HB0381
 HB0381  STATE/COUNTY-  KY/MCCRACKEN
 HB0381  USGS QUAD   -  HEATH (1978)
 HB0381
 HB0381                         *CURRENT SURVEY CONTROL
 HB0381  ___________________________________________________________________
 HB0381* NAD 83(1986)-  37 03 39.     (N)    088 46 04.     (W)     SCALED    
 HB0381* NAVD 88     -       122.620  (meters)     402.30   (feet)  ADJUSTED  
 HB0381  ___________________________________________________________________
 HB0381  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 HB0381  DYNAMIC HT  -         122.529 (meters)     402.00  (feet)  COMP
 HB0381  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 HB0381
 HB0381  VERT ORDER  -  FIRST     CLASS I
 HB0381
 HB0381.This mark is at Barkley Regional Airport (PAH)
 HB0381
 HB0381.The horizontal coordinates were scaled from a topographic map and have
 HB0381.an estimated accuracy of +/- 6 seconds.
 HB0381
 HB0381.The orthometric height was determined by differential leveling
 HB0381.and adjusted by the National Geodetic Survey in June 1991..
 HB0381.WARNING-Repeat measurements at this control monument indicate possible
 HB0381.vertical movement.
 HB0381
 HB0381.The geoid height was determined by GEOID03.
 HB0381
 HB0381.The dynamic height is computed by dividing the NAVD 88
 HB0381.geopotential number by the normal gravity value computed on the
 HB0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0381.degrees latitude (g = 980.6199 gals.).
 HB0381
 HB0381.The modeled gravity was interpolated from observed gravity values.
 HB0381
 HB0381;                    North         East    Units  Estimated Accuracy
 HB0381;SPC KY1Z     - 1,085,080.    1,231,640.      MT  (+/- 180 meters Scaled)
 HB0381
 HB0381                          SUPERSEDED SURVEY CONTROL
 HB0381
 HB0381  NGVD 29 (??/??/??)  122.586  (m)          402.18   (f) ADJUSTED    1 1
 HB0381
 HB0381.Superseded values are not recommended for survey control.
 HB0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0381.See file dsdata.txt to determine how the superseded data were derived.
 HB0381
 HB0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG428030(NAD 83)
 HB0381_MARKER: DB = BENCH MARK DISK
 HB0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0381_SP_SET: HANGAR BUILDING WALL
 HB0381_STAMPING: E 130 1947
 HB0381_MARK LOGO: CGS   
 HB0381_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0381
 HB0381  HISTORY     - Date     Condition        Report By
 HB0381  HISTORY     - 1947     MONUMENTED       CGS
 HB0381  HISTORY     - 1968     GOOD             CGS
 HB0381  HISTORY     - 19930801 GOOD             KYDT
 HB0381
 HB0381                          STATION DESCRIPTION
 HB0381
 HB0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0381'2.6 MI SW FROM WEST PADUCAH.
 HB0381'ABOUT 0.3 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0381'THE POST OFFICE AT WEST PADUCAH TO MAXON CROSSING, THENCE 1.1
 HB0381'MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD, THENCE 0.55
 HB0381'MILE WEST ALONG U.S. HIGHWAY 60, THENCE 0.6 MILE SOUTH ALONG
 HB0381'FISHER ROAD WHICH IS STATE HIGHWAY 724, AT BARKLEY AIRPORT,
 HB0381'143 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE TERMINAL
 HB0381'BUILDING, SET VERTICALLY IN THE NORTHEAST FACE OF THE NORTHEAST
 HB0381'WALL OF A CONCRETE BLOCK HANGAR, 1.6 FEET SOUTHEAST OF THE NORTH
 HB0381'CORNER OF THE HANGAR, 195 FEET NORTHWEST OF THE CENTERLINE OF
 HB0381'THE ROAD, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 HB0381
 HB0381                          STATION RECOVERY (1993)
 HB0381
 HB0381'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 HB0381'RECOVERED IN GOOD CONDITION.  NOTE--MARK IS ALSO 5 FEET (1.5 M) SOUTH
 HB0381'OF SIGN POST FOR CESSNA PILOT CENTER SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1770 ***********************************************************************
 GC1770  DESIGNATION -  E 131
 GC1770  PID         -  GC1770
 GC1770  STATE/COUNTY-  KY/TRIGG
 GC1770  USGS QUAD   -  CADIZ (1982)
 GC1770
 GC1770                         *CURRENT SURVEY CONTROL
 GC1770  ___________________________________________________________________
 GC1770* NAD 83(1986)-  36 49 35.     (N)    087 52 19.     (W)     SCALED    
 GC1770* NAVD 88     -       152.923  (meters)     501.71   (feet)  ADJUSTED  
 GC1770  ___________________________________________________________________
 GC1770  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC1770  DYNAMIC HT  -         152.804 (meters)     501.32  (feet)  COMP
 GC1770  MODELED GRAV-     979,849.6   (mgal)                       NAVD 88
 GC1770
 GC1770  VERT ORDER  -  FIRST     CLASS II
 GC1770
 GC1770.The horizontal coordinates were scaled from a topographic map and have
 GC1770.an estimated accuracy of +/- 6 seconds.
 GC1770
 GC1770.The orthometric height was determined by differential leveling
 GC1770.and adjusted by the National Geodetic Survey in June 1991..
 GC1770
 GC1770.The geoid height was determined by GEOID03.
 GC1770
 GC1770.The dynamic height is computed by dividing the NAVD 88
 GC1770.geopotential number by the normal gravity value computed on the
 GC1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1770.degrees latitude (g = 980.6199 gals.).
 GC1770
 GC1770.The modeled gravity was interpolated from observed gravity values.
 GC1770
 GC1770;                    North         East    Units  Estimated Accuracy
 GC1770;SPC KY1Z     - 1,056,880.    1,310,700.      MT  (+/- 180 meters Scaled)
 GC1770
 GC1770                          SUPERSEDED SURVEY CONTROL
 GC1770
 GC1770  NGVD 29 (??/??/92)  152.995  (m)          501.95   (f) ADJ UNCH    1 2
 GC1770
 GC1770.Superseded values are not recommended for survey control.
 GC1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1770.See file dsdata.txt to determine how the superseded data were derived.
 GC1770
 GC1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF222759(NAD 83)
 GC1770_MARKER: DB = BENCH MARK DISK
 GC1770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1770_SP_SET: CULVERT
 GC1770_STAMPING: E 131 1948
 GC1770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1770
 GC1770  HISTORY     - Date     Condition        Report By
 GC1770  HISTORY     - 1948     MONUMENTED       CGS
 GC1770
 GC1770                          STATION DESCRIPTION
 GC1770
 GC1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1770'3.2 MI SW FROM CADIZ.
 GC1770'ABOUT 3.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 68 FROM THE COURT
 GC1770'HOUSE IN CADIZ, IN THE SOUTHWEST ANGLE OF THE JUNCTION WITH A
 GC1770'GRAVEL ROAD LEADING WEST, ABOUT 70 FEET SOUTHWEST OF THE CENTER
 GC1770'OF THE JUNCTION, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 GC1770'CONCRETE HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT UNDER THE
 GC1770'HIGHWAY, 15 FEET NORTHWEST OF AND ABOUT 1 FOOT HIGHER THAN THE
 GC1770'CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0435 ***********************************************************************
 GD0435  DESIGNATION -  E 132
 GD0435  PID         -  GD0435
 GD0435  STATE/COUNTY-  KY/HICKMAN
 GD0435  USGS QUAD   -  CLINTON (1981)
 GD0435
 GD0435                         *CURRENT SURVEY CONTROL
 GD0435  ___________________________________________________________________
 GD0435* NAD 83(1986)-  36 40 20.     (N)    088 59 49.     (W)     SCALED    
 GD0435* NAVD 88     -       107.691  (meters)     353.32   (feet)  ADJUSTED  
 GD0435  ___________________________________________________________________
 GD0435  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GD0435  DYNAMIC HT  -         107.608 (meters)     353.04  (feet)  COMP
 GD0435  MODELED GRAV-     979,856.7   (mgal)                       NAVD 88
 GD0435
 GD0435  VERT ORDER  -  FIRST     CLASS I
 GD0435
 GD0435.The horizontal coordinates were scaled from a topographic map and have
 GD0435.an estimated accuracy of +/- 6 seconds.
 GD0435
 GD0435.The orthometric height was determined by differential leveling
 GD0435.and adjusted by the National Geodetic Survey in June 1991..
 GD0435
 GD0435.The geoid height was determined by GEOID03.
 GD0435
 GD0435.The dynamic height is computed by dividing the NAVD 88
 GD0435.geopotential number by the normal gravity value computed on the
 GD0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0435.degrees latitude (g = 980.6199 gals.).
 GD0435
 GD0435.The modeled gravity was interpolated from observed gravity values.
 GD0435
 GD0435;                    North         East    Units  Estimated Accuracy
 GD0435;SPC KY1Z     - 1,042,660.    1,209,770.      MT  (+/- 180 meters Scaled)
 GD0435
 GD0435                          SUPERSEDED SURVEY CONTROL
 GD0435
 GD0435  NGVD 29 (??/??/??)  107.608  (m)          353.04   (f) ADJUSTED    1 1
 GD0435
 GD0435.Superseded values are not recommended for survey control.
 GD0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0435.See file dsdata.txt to determine how the superseded data were derived.
 GD0435
 GD0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF215603(NAD 83)
 GD0435_MARKER: DB = BENCH MARK DISK
 GD0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0435_SP_SET: CULVERT
 GD0435_STAMPING: E 132 1948
 GD0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0435
 GD0435  HISTORY     - Date     Condition        Report By
 GD0435  HISTORY     - 1948     MONUMENTED       CGS
 GD0435  HISTORY     - 1974     GOOD             NGS
 GD0435  HISTORY     - 20020816 MARK NOT FOUND   USACE
 GD0435
 GD0435                          STATION DESCRIPTION
 GD0435
 GD0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0435'0.6 MI NNW FROM CLINTON.
 GD0435'ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE FEDERAL
 GD0435'BUILDING-POST OFFICE AT CLINTON, THENCE 0.2 MILE WEST ALONG
 GD0435'STATE HIGHWAYS 58 AND 123, THENCE 0.35 MILE NORTH ALONG ILLINOIS
 GD0435'CENTRAL RAILROAD, 189 FEET EAST OF THE EAST RAIL OF THE MAIN
 GD0435'TRACK, AT A 8 FT BY 3 FT BOX CULVERT UNDER DEPOT STREET, 11 FEET
 GD0435'WEST OF THE CENTER LINE OF DEPOT STREET, 12 FEET NORTHEAST OF A
 GD0435'HIGH VOLTAGE POWER POLE, SET IN TOP OF THE SOUTH END OF THE WEST
 GD0435'CONCRETE HEADWALL OF CULVERT, 14-INCHES ABOVE STREET LEVEL AND
 GD0435'7 FEET BELOW RAILS.
 GD0435
 GD0435                          STATION RECOVERY (2002)
 GD0435
 GD0435'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0435'FOUND NO EVIDENCE OF CULVERT UNDER DEPOT ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0588 ***********************************************************************
 GD0588  DESIGNATION -  E 133
 GD0588  PID         -  GD0588
 GD0588  STATE/COUNTY-  KY/CARLISLE
 GD0588  USGS QUAD   -  WICKLIFFE (1983)
 GD0588
 GD0588                         *CURRENT SURVEY CONTROL
 GD0588  ___________________________________________________________________
 GD0588* NAD 83(1986)-  36 54 21.     (N)    089 02 16.     (W)     SCALED    
 GD0588* NAVD 88     -       110.547  (meters)     362.69   (feet)  ADJUSTED  
 GD0588  ___________________________________________________________________
 GD0588  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0588  DYNAMIC HT  -         110.463 (meters)     362.41  (feet)  COMP
 GD0588  MODELED GRAV-     979,874.5   (mgal)                       NAVD 88
 GD0588
 GD0588  VERT ORDER  -  FIRST     CLASS II
 GD0588
 GD0588.The horizontal coordinates were scaled from a topographic map and have
 GD0588.an estimated accuracy of +/- 6 seconds.
 GD0588
 GD0588.The orthometric height was determined by differential leveling
 GD0588.and adjusted by the National Geodetic Survey in June 1991..
 GD0588
 GD0588.The geoid height was determined by GEOID03.
 GD0588
 GD0588.The dynamic height is computed by dividing the NAVD 88
 GD0588.geopotential number by the normal gravity value computed on the
 GD0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0588.degrees latitude (g = 980.6199 gals.).
 GD0588
 GD0588.The modeled gravity was interpolated from observed gravity values.
 GD0588
 GD0588;                    North         East    Units  Estimated Accuracy
 GD0588;SPC KY1Z     - 1,068,700.    1,207,040.      MT  (+/- 180 meters Scaled)
 GD0588
 GD0588                          SUPERSEDED SURVEY CONTROL
 GD0588
 GD0588  NGVD 29 (??/??/??)  110.435  (m)          362.32   (f) ADJUSTED    1 2
 GD0588
 GD0588.Superseded values are not recommended for survey control.
 GD0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0588.See file dsdata.txt to determine how the superseded data were derived.
 GD0588
 GD0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF184863(NAD 83)
 GD0588_MARKER: DB = BENCH MARK DISK
 GD0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0588+STABILITY: SURFACE MOTION
 GD0588
 GD0588  HISTORY     - Date     Condition        Report By
 GD0588  HISTORY     - 1948     MONUMENTED       CGS
 GD0588  HISTORY     - 1974     MARK NOT FOUND   NGS
 GD0588
 GD0588                          STATION DESCRIPTION
 GD0588
 GD0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0588'2.8 MI NW FROM BARDWELL.
 GD0588'2.75 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0588'STATION AT BARDWELL, IN THE WEST ANGLE OF A GRAVEL ROAD CROSSING,
 GD0588'ABOUT 0.2 MILE NORTHWEST OF THE CONCRETE OVERPASS OF U.S. HIGHWAY
 GD0588'51 OVER THE TRACKS, 24 FEET NORTHWEST OF THE CENTER LINE OF THE
 GD0588'GRAVEL ROAD, 1.5 FEET NORTHEAST OF THE R/W FENCE 10.5 FEET
 GD0588'NORTHWEST OF FENCE CORNER AND GATE POST, 39.5 FEET SOUTHWEST OF
 GD0588'THE SOUTHWEST RAIL, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 GD0588'POST, 3 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 GD0588'POST PROJECTING 8 INCHES.  LOCATION OF MARK IS NOW A PLOWED
 GD0588'FIELD, AREA WAS MOST LIKELY LEVELED BEFORE PLOWING AS IT IS NOW
 GD0588'ABOUT 1 1/2 FOOT ABOVE RAILS, VERY LARGE PILE OF WIRE BRUSH AND
 GD0588'DEBRIS ABOUT 130 FEET FROM MARK LOCATION.  MARK MOST LIKELY
 GD0588'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1081 ***********************************************************************
 GC1081  DESIGNATION -  E 134
 GC1081  PID         -  GC1081
 GC1081  STATE/COUNTY-  KY/CHRISTIAN
 GC1081  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1081
 GC1081                         *CURRENT SURVEY CONTROL
 GC1081  ___________________________________________________________________
 GC1081* NAD 83(1986)-  36 52 03.     (N)    087 29 52.     (W)     SCALED    
 GC1081* NAVD 88     -       160.198  (meters)     525.58   (feet)  ADJUSTED  
 GC1081  ___________________________________________________________________
 GC1081  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC1081  DYNAMIC HT  -         160.071 (meters)     525.17  (feet)  COMP
 GC1081  MODELED GRAV-     979,837.0   (mgal)                       NAVD 88
 GC1081
 GC1081  VERT ORDER  -  FIRST     CLASS I
 GC1081
 GC1081.The horizontal coordinates were scaled from a topographic map and have
 GC1081.an estimated accuracy of +/- 6 seconds.
 GC1081
 GC1081.The orthometric height was determined by differential leveling
 GC1081.and adjusted by the National Geodetic Survey in June 1991..
 GC1081.WARNING-Repeat measurements at this control monument indicate possible
 GC1081.vertical movement.
 GC1081
 GC1081.The geoid height was determined by GEOID03.
 GC1081
 GC1081.The dynamic height is computed by dividing the NAVD 88
 GC1081.geopotential number by the normal gravity value computed on the
 GC1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1081.degrees latitude (g = 980.6199 gals.).
 GC1081
 GC1081.The modeled gravity was interpolated from observed gravity values.
 GC1081
 GC1081;                    North         East    Units  Estimated Accuracy
 GC1081;SPC KY1Z     - 1,060,750.    1,344,160.      MT  (+/- 180 meters Scaled)
 GC1081
 GC1081                          SUPERSEDED SURVEY CONTROL
 GC1081
 GC1081  NGVD 29 (??/??/92)  160.266  (m)          525.81   (f) ADJ UNCH    1 1
 GC1081
 GC1081.Superseded values are not recommended for survey control.
 GC1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1081.See file dsdata.txt to determine how the superseded data were derived.
 GC1081
 GC1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF556802(NAD 83)
 GC1081_MARKER: DB = BENCH MARK DISK
 GC1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1081_STAMPING: E 134 1949
 GC1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1081+STABILITY: SURFACE MOTION
 GC1081
 GC1081  HISTORY     - Date     Condition        Report By
 GC1081  HISTORY     - 1949     MONUMENTED       CGS
 GC1081  HISTORY     - 1968     GOOD             NGS
 GC1081
 GC1081                          STATION DESCRIPTION
 GC1081
 GC1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1081'0.6 MI W FROM HOPKINSVILLE.
 GC1081'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1081'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.1 MILE
 GC1081'NORTHWEST ALONG WEST 9TH STREET WHICH IS U.S. HIGHWAY 68 AND STATE
 GC1081'HIGHWAYS 80 AND 109, THENCE 0.45 MILE WEST ALONG THE ILLINOIS
 GC1081'CENTRAL RAILROAD, 90 YARDS NORTHWEST OF MILEPOST 130, 0.2 MILE
 GC1081'SOUTHEAST OF A CROSSING OF THE RAILROAD AND NORTH DRIVE WHICH
 GC1081'IS STATE HIGHWAY 380, 8 1/2 FEET SOUTHEAST OF A JUNCTION OF THE
 GC1081'RAILROAD AND A SIDETRACK, SET IN THE TOP OF THE EAST CORNER OF
 GC1081'THE FIRST ABANDONED CONCRETE FOOTING NORTHWEST OF THE MOST
 GC1081'SOUTHEASTERLY OF 4 FOOTINGS ALL OF WHICH ARE ABOUT 18 FEET
 GC1081'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 17 1/2 FEET
 GC1081'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 32 FEET
 GC1081'EAST OF THE EAST RAIL OF THE SIDETRACK, AND ABOUT 8 INCHES
 GC1081'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0871 ***********************************************************************
 HA0871  DESIGNATION -  E 135
 HA0871  PID         -  HA0871
 HA0871  STATE/COUNTY-  KY/CALDWELL
 HA0871  USGS QUAD   -  PRINCETON EAST (1967)
 HA0871
 HA0871                         *CURRENT SURVEY CONTROL
 HA0871  ___________________________________________________________________
 HA0871* NAD 83(1986)-  37 00 22.     (N)    087 48 34.     (W)     SCALED    
 HA0871* NAVD 88     -       143.014  (meters)     469.21   (feet)  ADJUSTED  
 HA0871  ___________________________________________________________________
 HA0871  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HA0871  DYNAMIC HT  -         142.904 (meters)     468.84  (feet)  COMP
 HA0871  MODELED GRAV-     979,861.3   (mgal)                       NAVD 88
 HA0871
 HA0871  VERT ORDER  -  FIRST     CLASS I
 HA0871
 HA0871.The horizontal coordinates were scaled from a topographic map and have
 HA0871.an estimated accuracy of +/- 6 seconds.
 HA0871
 HA0871.The orthometric height was determined by differential leveling
 HA0871.and adjusted by the National Geodetic Survey in June 1991..
 HA0871
 HA0871.The geoid height was determined by GEOID03.
 HA0871
 HA0871.The dynamic height is computed by dividing the NAVD 88
 HA0871.geopotential number by the normal gravity value computed on the
 HA0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0871.degrees latitude (g = 980.6199 gals.).
 HA0871
 HA0871.The modeled gravity was interpolated from observed gravity values.
 HA0871
 HA0871;                    North         East    Units  Estimated Accuracy
 HA0871;SPC KY1Z     - 1,076,690.    1,316,710.      MT  (+/- 180 meters Scaled)
 HA0871
 HA0871                          SUPERSEDED SURVEY CONTROL
 HA0871
 HA0871  NGVD 29 (??/??/92)  143.084  (m)          469.43   (f) ADJ UNCH    1 1
 HA0871
 HA0871.Superseded values are not recommended for survey control.
 HA0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0871.See file dsdata.txt to determine how the superseded data were derived.
 HA0871
 HA0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF279958(NAD 83)
 HA0871_MARKER: DB = BENCH MARK DISK
 HA0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0871_STAMPING: E 135 1949
 HA0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0871+STABILITY: SURFACE MOTION
 HA0871
 HA0871  HISTORY     - Date     Condition        Report By
 HA0871  HISTORY     - 1949     MONUMENTED       CGS
 HA0871  HISTORY     - 1968     GOOD             NGS
 HA0871
 HA0871                          STATION DESCRIPTION
 HA0871
 HA0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0871'8.4 MI SE FROM PRINCETON.
 HA0871'ABOUT 0.3 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS
 HA0871'STATE HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL COUNTY
 HA0871'COURTHOUSE AT PRINCETON TO A CROSSING OF THE ILLINOIS CENTRAL
 HA0871'RAILROAD, THENCE 8.15 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL
 HA0871'RAILROAD, SOUTHWEST AND ON THE OUTSIDE OF A CURVE IN THE TRACK,
 HA0871'0.25 MILE EAST OF THE MIDWAY CHURCH, 45 RAILS NORTHWEST OF
 HA0871'MILEPOST 108, 48 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 23 FEET
 HA0871'SOUTHWEST OF A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE,
 HA0871'1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE
 HA0871'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HA0871'WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0144 ***********************************************************************
 HB0144  DESIGNATION -  E 136
 HB0144  PID         -  HB0144
 HB0144  STATE/COUNTY-  KY/CALDWELL
 HB0144  USGS QUAD   -  FREDONIA (1954)
 HB0144
 HB0144                         *CURRENT SURVEY CONTROL
 HB0144  ___________________________________________________________________
 HB0144* NAD 83(1986)-  37 11 48.     (N)    088 04 32.     (W)     SCALED    
 HB0144* NAVD 88     -       117.793  (meters)     386.46   (feet)  ADJUSTED  
 HB0144  ___________________________________________________________________
 HB0144  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 HB0144  DYNAMIC HT  -         117.704 (meters)     386.17  (feet)  COMP
 HB0144  MODELED GRAV-     979,880.5   (mgal)                       NAVD 88
 HB0144
 HB0144  VERT ORDER  -  FIRST     CLASS II
 HB0144
 HB0144.The horizontal coordinates were scaled from a topographic map and have
 HB0144.an estimated accuracy of +/- 6 seconds.
 HB0144
 HB0144.The orthometric height was determined by differential leveling
 HB0144.and adjusted by the National Geodetic Survey in June 1991..
 HB0144
 HB0144.The geoid height was determined by GEOID03.
 HB0144
 HB0144.The dynamic height is computed by dividing the NAVD 88
 HB0144.geopotential number by the normal gravity value computed on the
 HB0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0144.degrees latitude (g = 980.6199 gals.).
 HB0144
 HB0144.The modeled gravity was interpolated from observed gravity values.
 HB0144
 HB0144;                    North         East    Units  Estimated Accuracy
 HB0144;SPC KY1Z     - 1,098,390.    1,293,560.      MT  (+/- 180 meters Scaled)
 HB0144
 HB0144                          SUPERSEDED SURVEY CONTROL
 HB0144
 HB0144  NGVD 29 (??/??/??)  117.873  (m)          386.72   (f) ADJUSTED    1 2
 HB0144
 HB0144.Superseded values are not recommended for survey control.
 HB0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0144.See file dsdata.txt to determine how the superseded data were derived.
 HB0144
 HB0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG045172(NAD 83)
 HB0144_MARKER: DB = BENCH MARK DISK
 HB0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0144_STAMPING: E 136 1949
 HB0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0144+STABILITY: SURFACE MOTION
 HB0144
 HB0144  HISTORY     - Date     Condition        Report By
 HB0144  HISTORY     - 1949     MONUMENTED       CGS
 HB0144  HISTORY     - 1985     MARK NOT FOUND   NGS
 HB0144
 HB0144                          STATION DESCRIPTION
 HB0144
 HB0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0144'1 MI W FROM FREDONIA.
 HB0144'0.95 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0144'STATION AT FREDONIA, AT A PUBLIC NORTH-SOUTH GRAVEL ROAD CROSSING,
 HB0144'22 FEET SOUTH OF THE SOUTH RAIL, 1 1/2 FEET SOUTH OF THE R/W FENCE
 HB0144'LINE, 11 FEET EAST-NORTHEAST OF A FENCE CORNER, 37 FEET SOUTHEAST
 HB0144'AND ACROSS THE TRACK FROM THE CROSSING SIGN, 25.5 FEET SOUTHEAST
 HB0144'OF THE CENTER OF THE CROSSING, 5.3 FEET WEST OF A TELEPHONE POLE,
 HB0144'24 FEET NORTHEAST OF A 32-INCH TREE, 2 FEET EAST OF A WHITE
 HB0144'WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP
 HB0144'OF A CONCRETE POST PROJECTING 3 INCHES.
 HB0144
 HB0144                          STATION RECOVERY (1985)
 HB0144
 HB0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0144'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0240 ***********************************************************************
 HZ0240  DESIGNATION -  E 137
 HZ0240  PID         -  HZ0240
 HZ0240  STATE/COUNTY-  KY/HARRISON
 HZ0240  USGS QUAD   -  SADIEVILLE (1978)
 HZ0240
 HZ0240                         *CURRENT SURVEY CONTROL
 HZ0240  ___________________________________________________________________
 HZ0240* NAD 83(1986)-  38 29 07.     (N)    084 33 10.     (W)     SCALED    
 HZ0240* NAVD 88     -       288.261  (meters)     945.74   (feet)  ADJUSTED  
 HZ0240  ___________________________________________________________________
 HZ0240  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HZ0240  DYNAMIC HT  -         288.057 (meters)     945.07  (feet)  COMP
 HZ0240  MODELED GRAV-     979,915.2   (mgal)                       NAVD 88
 HZ0240
 HZ0240  VERT ORDER  -  FIRST     CLASS II
 HZ0240
 HZ0240.The horizontal coordinates were scaled from a topographic map and have
 HZ0240.an estimated accuracy of +/- 6 seconds.
 HZ0240
 HZ0240.The orthometric height was determined by differential leveling
 HZ0240.and adjusted by the National Geodetic Survey in June 1991..
 HZ0240
 HZ0240.The geoid height was determined by GEOID03.
 HZ0240
 HZ0240.The dynamic height is computed by dividing the NAVD 88
 HZ0240.geopotential number by the normal gravity value computed on the
 HZ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0240.degrees latitude (g = 980.6199 gals.).
 HZ0240
 HZ0240.The modeled gravity was interpolated from observed gravity values.
 HZ0240
 HZ0240;                    North         East    Units  Estimated Accuracy
 HZ0240;SPC KY1Z     - 1,239,500.    1,604,450.      MT  (+/- 180 meters Scaled)
 HZ0240
 HZ0240                          SUPERSEDED SURVEY CONTROL
 HZ0240
 HZ0240  NGVD 29 (??/??/92)  288.427  (m)          946.28   (f) ADJ UNCH    1 2
 HZ0240
 HZ0240.Superseded values are not recommended for survey control.
 HZ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0240.See file dsdata.txt to determine how the superseded data were derived.
 HZ0240
 HZ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH134624(NAD 83)
 HZ0240_MARKER: DB = BENCH MARK DISK
 HZ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0240_STAMPING: E 137 1949
 HZ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0240+STABILITY: SURFACE MOTION
 HZ0240
 HZ0240  HISTORY     - Date     Condition        Report By
 HZ0240  HISTORY     - 1949     MONUMENTED       CGS
 HZ0240
 HZ0240                          STATION DESCRIPTION
 HZ0240
 HZ0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0240'0.8 MI S FROM CORINTH.
 HZ0240'ABOUT 0.75 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 HZ0240'STATION AT CORINTH, ABOUT 0.1 MILE NORTHWEST OF A STATION ONE
 HZ0240'MILE SIGN, AT THE OUTSIDE OF A CURVE AND AT THE NORTH END OF
 HZ0240'A CUT, 34 FEET NORTHEAST OF THE NORTHEST RAIL OF A SIDE TRACK,
 HZ0240'48 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 HZ0240'MAIN TRACK, 6 1/2 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 58
 HZ0240'FEET SOUTHEAST OF THE CENTER OF THE NORTHEAST END OF A 2 1/2-FOOT
 HZ0240'CONCRETE BOX CULVERT UNDER TRACKS, 2 FEET NORTHEAST OF A WHITE
 HZ0240'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE TRACK AND SET IN THE
 HZ0240'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0155 ***********************************************************************
 HB0155  DESIGNATION -  E 138
 HB0155  PID         -  HB0155
 HB0155  STATE/COUNTY-  KY/CRITTENDEN
 HB0155  USGS QUAD   -  DYCUSBURG (1973)
 HB0155
 HB0155                         *CURRENT SURVEY CONTROL
 HB0155  ___________________________________________________________________
 HB0155* NAD 83(1986)-  37 12 27.     (N)    088 09 11.     (W)     SCALED    
 HB0155* NAVD 88     -       150.737  (meters)     494.54   (feet)  ADJUSTED  
 HB0155  ___________________________________________________________________
 HB0155  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HB0155  DYNAMIC HT  -         150.625 (meters)     494.18  (feet)  COMP
 HB0155  MODELED GRAV-     979,886.6   (mgal)                       NAVD 88
 HB0155
 HB0155  VERT ORDER  -  FIRST     CLASS II
 HB0155
 HB0155.The horizontal coordinates were scaled from a topographic map and have
 HB0155.an estimated accuracy of +/- 6 seconds.
 HB0155
 HB0155.The orthometric height was determined by differential leveling
 HB0155.and adjusted by the National Geodetic Survey in June 1991..
 HB0155
 HB0155.The geoid height was determined by GEOID03.
 HB0155
 HB0155.The dynamic height is computed by dividing the NAVD 88
 HB0155.geopotential number by the normal gravity value computed on the
 HB0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0155.degrees latitude (g = 980.6199 gals.).
 HB0155
 HB0155.The modeled gravity was interpolated from observed gravity values.
 HB0155
 HB0155;                    North         East    Units  Estimated Accuracy
 HB0155;SPC KY1Z     - 1,099,770.    1,286,710.      MT  (+/- 180 meters Scaled)
 HB0155
 HB0155                          SUPERSEDED SURVEY CONTROL
 HB0155
 HB0155  NGVD 29 (??/??/??)  150.812  (m)          494.79   (f) ADJUSTED    1 2
 HB0155
 HB0155.Superseded values are not recommended for survey control.
 HB0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0155.See file dsdata.txt to determine how the superseded data were derived.
 HB0155
 HB0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG976185(NAD 83)
 HB0155_MARKER: DB = BENCH MARK DISK
 HB0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0155_STAMPING: E 138 1949
 HB0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0155+STABILITY: SURFACE MOTION
 HB0155
 HB0155  HISTORY     - Date     Condition        Report By
 HB0155  HISTORY     - 1949     MONUMENTED       CGS
 HB0155
 HB0155                          STATION DESCRIPTION
 HB0155
 HB0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0155'4.4 MI SW FROM MEXICO.
 HB0155'4.35 MILES SOUTHWEST ALONG STATE HIGHWAY 70 FROM THE ILLINOIS
 HB0155'CENTRAL RAILROAD STATION AT MEXICO, ABOUT 4.35 MILES NORTHEAST
 HB0155'ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF STATE HIGHWAY 295
 HB0155'AT DYCUSBURG, ABOUT 1.05 MILES SOUTHWEST OF THE PRESBYTERIAN
 HB0155'CHURCH AT FRANCES, ABOUT 0.15 MILE SOUTHWEST OF THE JUNCTION OF
 HB0155'A ROAD NORTHWEST, AT THE JUNCTION OF A ROAD WEST, 126 1/2 FEET
 HB0155'SOUTHWEST AND ACROSS THE ROAD WEST FROM A POWER POLE, 85 FEET
 HB0155'WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION, 43 FEET NORTHWEST
 HB0155'OF THE CENTER LINE OF THE HIGHWAY, 33 1/2 FEET SOUTH OF THE CENTER
 HB0155'LINE OF THE ROAD WEST, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 HB0155'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 HB0155'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0855 ***********************************************************************
 HA0855  DESIGNATION -  E 139
 HA0855  PID         -  HA0855
 HA0855  STATE/COUNTY-  KY/CRITTENDEN
 HA0855  USGS QUAD   -  BLACKFORD (1954)
 HA0855
 HA0855                         *CURRENT SURVEY CONTROL
 HA0855  ___________________________________________________________________
 HA0855* NAD 83(1986)-  37 25 31.     (N)    087 59 11.     (W)     SCALED    
 HA0855* NAVD 88     -       124.685  (meters)     409.07   (feet)  ADJUSTED  
 HA0855  ___________________________________________________________________
 HA0855  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HA0855  DYNAMIC HT  -         124.595 (meters)     408.78  (feet)  COMP
 HA0855  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 HA0855
 HA0855  VERT ORDER  -  FIRST     CLASS II
 HA0855
 HA0855.The horizontal coordinates were scaled from a topographic map and have
 HA0855.an estimated accuracy of +/- 6 seconds.
 HA0855
 HA0855.The orthometric height was determined by differential leveling
 HA0855.and adjusted by the National Geodetic Survey in June 1991..
 HA0855
 HA0855.The geoid height was determined by GEOID03.
 HA0855
 HA0855.The dynamic height is computed by dividing the NAVD 88
 HA0855.geopotential number by the normal gravity value computed on the
 HA0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0855.degrees latitude (g = 980.6199 gals.).
 HA0855
 HA0855.The modeled gravity was interpolated from observed gravity values.
 HA0855
 HA0855;                    North         East    Units  Estimated Accuracy
 HA0855;SPC KY1Z     - 1,123,560.    1,302,080.      MT  (+/- 180 meters Scaled)
 HA0855
 HA0855                          SUPERSEDED SURVEY CONTROL
 HA0855
 HA0855  NGVD 29 (??/??/92)  124.779  (m)          409.38   (f) ADJ UNCH    1 2
 HA0855
 HA0855.Superseded values are not recommended for survey control.
 HA0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0855.See file dsdata.txt to determine how the superseded data were derived.
 HA0855
 HA0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG127425(NAD 83)
 HA0855_MARKER: DB = BENCH MARK DISK
 HA0855_SETTING: 66 = SET IN ROCK OUTCROP
 HA0855_SP_SET: ROCK LEDGE
 HA0855_STAMPING: E 139 1949
 HA0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0855+STABILITY: POSITION/ELEVATION WELL
 HA0855
 HA0855  HISTORY     - Date     Condition        Report By
 HA0855  HISTORY     - 1949     MONUMENTED       CGS
 HA0855
 HA0855                          STATION DESCRIPTION
 HA0855
 HA0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HA0855'3.5 MI SW FROM BLACKFORD.
 HA0855'ABOUT 3.5 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 HA0855'FROM THE STATION AT BLACKFORD, ABOUT 0.1 MILE SOUTHWEST OF A
 HA0855'ROAD CROSSING, NEAR THE NORTHEAST END OF A ROCK CUT, SET IN THE
 HA0855'TOP OF A ROCK LEDGE IN CUT, 48 1/2 FEET SOUTHWEST OF THE
 HA0855'NORTHWEST END OF A 30-INCH STONE CULVERT UNDER TRACKS, 19 FEET
 HA0855'SOUTHWEST OF THE NORTHEAST END OF THE ROCK CUT, 9 FEET NORTHWEST
 HA0855'OF THE NORTHWEST RAIL AND ABOUT 2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1859 ***********************************************************************
 GY1859  DESIGNATION -  E 14
 GY1859  PID         -  GY1859
 GY1859  STATE/COUNTY-  KY/BREATHITT
 GY1859  USGS QUAD   -  QUICKSAND (1976)
 GY1859
 GY1859                         *CURRENT SURVEY CONTROL
 GY1859  ___________________________________________________________________
 GY1859* NAD 83(1986)-  37 30 00.     (N)    083 21 35.     (W)     SCALED    
 GY1859* NAVD 88     -       229.197  (meters)     751.96   (feet)  ADJUSTED  
 GY1859  ___________________________________________________________________
 GY1859  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GY1859  DYNAMIC HT  -         229.021 (meters)     751.38  (feet)  COMP
 GY1859  MODELED GRAV-     979,856.6   (mgal)                       NAVD 88
 GY1859
 GY1859  VERT ORDER  -  FIRST     CLASS I
 GY1859
 GY1859.The horizontal coordinates were scaled from a topographic map and have
 GY1859.an estimated accuracy of +/- 6 seconds.
 GY1859
 GY1859.The orthometric height was determined by differential leveling
 GY1859.and adjusted by the National Geodetic Survey in June 1991..
 GY1859
 GY1859.The geoid height was determined by GEOID03.
 GY1859
 GY1859.The dynamic height is computed by dividing the NAVD 88
 GY1859.geopotential number by the normal gravity value computed on the
 GY1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1859.degrees latitude (g = 980.6199 gals.).
 GY1859
 GY1859.The modeled gravity was interpolated from observed gravity values.
 GY1859
 GY1859;                    North         East    Units  Estimated Accuracy
 GY1859;SPC KY1Z     - 1,132,190.    1,711,320.      MT  (+/- 180 meters Scaled)
 GY1859
 GY1859                          SUPERSEDED SURVEY CONTROL
 GY1859
 GY1859  NGVD 29 (??/??/92)  229.350  (m)          752.46   (f) ADJ UNCH    1 1
 GY1859
 GY1859.Superseded values are not recommended for survey control.
 GY1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1859.See file dsdata.txt to determine how the superseded data were derived.
 GY1859
 GY1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB914529(NAD 83)
 GY1859_MARKER: DB = BENCH MARK DISK
 GY1859_SETTING: 66 = SET IN ROCK OUTCROP
 GY1859_SP_SET: ROCK CUT
 GY1859_STAMPING: E 14 1930 752.459
 GY1859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1859+STABILITY: POSITION/ELEVATION WELL
 GY1859
 GY1859  HISTORY     - Date     Condition        Report By
 GY1859  HISTORY     - 1930     MONUMENTED       CGS
 GY1859  HISTORY     - 1967     GOOD             NGS
 GY1859
 GY1859                          STATION DESCRIPTION
 GY1859
 GY1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1859'5.1 MI SE FROM JACKSON.
 GY1859'ABOUT 5.1 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1859'RAILROAD FROM THE STATION AT JACKSON, 0.25 MILE NORTHWEST OF
 GY1859'MILEPOST 203, 0.15 MILE WEST AND ACROSS THE NORTH FORK KENTUCKY
 GY1859'RIVER FROM A FARMHOUSE, 11 RAILS SOUTH OF THE NORTH END OF A ROCK
 GY1859'CUT FOR THE RAILROAD, 10 1/2 FEET WEST OF THE WEST RAIL OF THE
 GY1859'TRACK, SET VERTICALLY IN THE EAST FACE OF A ROCK CLIFF, AND
 GY1859'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0077 ***********************************************************************
 HB0077  DESIGNATION -  E 140
 HB0077  PID         -  HB0077
 HB0077  STATE/COUNTY-  KY/UNION
 HB0077  USGS QUAD   -  DEKOVEN (1996)
 HB0077
 HB0077                         *CURRENT SURVEY CONTROL
 HB0077  ___________________________________________________________________
 HB0077* NAD 83(1986)-  37 36 47.     (N)    088 04 00.     (W)     SCALED    
 HB0077* NAVD 88     -       115.343  (meters)     378.42   (feet)  ADJUSTED  
 HB0077  ___________________________________________________________________
 HB0077  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 HB0077  DYNAMIC HT  -         115.261 (meters)     378.15  (feet)  COMP
 HB0077  MODELED GRAV-     979,920.0   (mgal)                       NAVD 88
 HB0077
 HB0077  VERT ORDER  -  FIRST     CLASS II
 HB0077
 HB0077.The horizontal coordinates were scaled from a topographic map and have
 HB0077.an estimated accuracy of +/- 6 seconds.
 HB0077
 HB0077.The orthometric height was determined by differential leveling
 HB0077.and adjusted by the National Geodetic Survey in June 1991..
 HB0077
 HB0077.The geoid height was determined by GEOID03.
 HB0077
 HB0077.The dynamic height is computed by dividing the NAVD 88
 HB0077.geopotential number by the normal gravity value computed on the
 HB0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0077.degrees latitude (g = 980.6199 gals.).
 HB0077
 HB0077.The modeled gravity was interpolated from observed gravity values.
 HB0077
 HB0077;                    North         East    Units  Estimated Accuracy
 HB0077;SPC KY1Z     - 1,144,570.    1,295,500.      MT  (+/- 180 meters Scaled)
 HB0077
 HB0077                          SUPERSEDED SURVEY CONTROL
 HB0077
 HB0077  NGVD 29 (??/??/??)  115.439  (m)          378.74   (f) ADJUSTED    1 2
 HB0077
 HB0077.Superseded values are not recommended for survey control.
 HB0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0077.See file dsdata.txt to determine how the superseded data were derived.
 HB0077
 HB0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG058634(NAD 83)
 HB0077_MARKER: DB = BENCH MARK DISK
 HB0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0077_STAMPING: E 140 1949
 HB0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0077+STABILITY: SURFACE MOTION
 HB0077
 HB0077  HISTORY     - Date     Condition        Report By
 HB0077  HISTORY     - 1949     MONUMENTED       CGS
 HB0077
 HB0077                          STATION DESCRIPTION
 HB0077
 HB0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0077'7.3 MI SE FROM BLACKBURN.
 HB0077'ABOUT 2.3 SOUTHEAST ALONG STATE HIGHWAY 56 FROM BLACKBURN, THENCE
 HB0077'ABOUT 5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 85, AT THE
 HB0077'CROSSING OF STATE HIGHWAY 85 AND THE ILLINOIS CENTRAL RAILROAD, 127
 HB0077'FEET NORTH-NORTHEAST AND ACROSS THE HIGHWAY FROM MILE POST E 45,
 HB0077'101 FEET NORTH-NORTHEAST OF THE CENTER OF THE CROSSING, 31.8
 HB0077'FEET NORTHWEST OF THE NORTHWEST RAIL, 48 FEET EAST OF THE CENTER
 HB0077'LINE OF THE HIGHWAY, 37 1/2 FEET SOUTHWEST OF A TELEPHONE POLE,
 HB0077'22 FEET NORTHEAST OF A FENCE CORNER, 2 1/2 FEET SOUTHEAST OF THE
 HB0077'R/W FENCE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 HB0077'1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 HB0077'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0969 ***********************************************************************
 HZ0969  DESIGNATION -  E 141
 HZ0969  PID         -  HZ0969
 HZ0969  STATE/COUNTY-  KY/CARROLL
 HZ0969  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ0969
 HZ0969                         *CURRENT SURVEY CONTROL
 HZ0969  ___________________________________________________________________
 HZ0969* NAD 83(1986)-  38 35 38.     (N)    085 10 23.     (W)     SCALED    
 HZ0969* NAVD 88     -       178.224  (meters)     584.72   (feet)  ADJUSTED  
 HZ0969  ___________________________________________________________________
 HZ0969  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 HZ0969  DYNAMIC HT  -         178.106 (meters)     584.34  (feet)  COMP
 HZ0969  MODELED GRAV-     979,961.3   (mgal)                       NAVD 88
 HZ0969
 HZ0969  VERT ORDER  -  SECOND    CLASS 0
 HZ0969
 HZ0969.The horizontal coordinates were scaled from a topographic map and have
 HZ0969.an estimated accuracy of +/- 6 seconds.
 HZ0969
 HZ0969.The orthometric height was determined by differential leveling
 HZ0969.and adjusted by the National Geodetic Survey in June 1991..
 HZ0969
 HZ0969.The geoid height was determined by GEOID03.
 HZ0969
 HZ0969.The dynamic height is computed by dividing the NAVD 88
 HZ0969.geopotential number by the normal gravity value computed on the
 HZ0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0969.degrees latitude (g = 980.6199 gals.).
 HZ0969
 HZ0969.The modeled gravity was interpolated from observed gravity values.
 HZ0969
 HZ0969;                    North         East    Units  Estimated Accuracy
 HZ0969;SPC KY1Z     - 1,251,050.    1,550,260.      MT  (+/- 180 meters Scaled)
 HZ0969
 HZ0969                          SUPERSEDED SURVEY CONTROL
 HZ0969
 HZ0969  NGVD 29 (??/??/92)  178.420  (m)          585.37   (f) ADJ UNCH    2 0
 HZ0969
 HZ0969.Superseded values are not recommended for survey control.
 HZ0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0969.See file dsdata.txt to determine how the superseded data were derived.
 HZ0969
 HZ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH591732(NAD 83)
 HZ0969_MARKER: DB = BENCH MARK DISK
 HZ0969_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0969_SP_SET: TUNNEL
 HZ0969_STAMPING: E 141 1949
 HZ0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0969
 HZ0969  HISTORY     - Date     Condition        Report By
 HZ0969  HISTORY     - 1949     MONUMENTED       CGS
 HZ0969  HISTORY     - 1964     GOOD             NGS
 HZ0969
 HZ0969                          STATION DESCRIPTION
 HZ0969
 HZ0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0969'3.8 MI SW FROM ENGLISH.
 HZ0969'3.75 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0969'FROM THE STATION AT ENGLISH, ABOUT 2.8 MILES NORTHEAST OF THE
 HZ0969'FLAG STATION AT TURNERS, SET VERTICALLY IN THE NORTH FACE OF A
 HZ0969'RAILROAD TUNNEL, 8 FEET WEST OF THE WEST RAIL AND ABOUT 2 1/2
 HZ0969'FEET ABOVE THE TRACK.
 HZ0969
 HZ0969                          STATION RECOVERY (1964)
 HZ0969
 HZ0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0634 ***********************************************************************
 JZ0634  DESIGNATION -  E 142
 JZ0634  PID         -  JZ0634
 JZ0634  STATE/COUNTY-  KY/CAMPBELL
 JZ0634  USGS QUAD   -  COVINGTON (1987)
 JZ0634
 JZ0634                         *CURRENT SURVEY CONTROL
 JZ0634  ___________________________________________________________________
 JZ0634* NAD 83(1986)-  39 05 20.     (N)    084 30 06.     (W)     SCALED    
 JZ0634* NAVD 88     -       151.029  (meters)     495.50   (feet)  ADJUSTED  
 JZ0634  ___________________________________________________________________
 JZ0634  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0634  DYNAMIC HT  -         150.933 (meters)     495.19  (feet)  COMP
 JZ0634  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 JZ0634
 JZ0634  VERT ORDER  -  FIRST     CLASS II
 JZ0634
 JZ0634.The horizontal coordinates were scaled from a topographic map and have
 JZ0634.an estimated accuracy of +/- 6 seconds.
 JZ0634
 JZ0634.The orthometric height was determined by differential leveling
 JZ0634.and adjusted by the National Geodetic Survey in June 1991..
 JZ0634
 JZ0634.The geoid height was determined by GEOID03.
 JZ0634
 JZ0634.The dynamic height is computed by dividing the NAVD 88
 JZ0634.geopotential number by the normal gravity value computed on the
 JZ0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0634.degrees latitude (g = 980.6199 gals.).
 JZ0634
 JZ0634.The modeled gravity was interpolated from observed gravity values.
 JZ0634
 JZ0634;                    North         East    Units  Estimated Accuracy
 JZ0634;SPC KY1Z     - 1,306,570.    1,608,010.      MT  (+/- 180 meters Scaled)
 JZ0634
 JZ0634                          SUPERSEDED SURVEY CONTROL
 JZ0634
 JZ0634  NGVD 29 (??/??/92)  151.261  (m)          496.26   (f) ADJ UNCH    1 2
 JZ0634
 JZ0634.Superseded values are not recommended for survey control.
 JZ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0634.See file dsdata.txt to determine how the superseded data were derived.
 JZ0634
 JZ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ160296(NAD 83)
 JZ0634_MARKER: DB = BENCH MARK DISK
 JZ0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0634_SP_SET: RAILING END POST
 JZ0634_STAMPING: E 142 1949
 JZ0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0634
 JZ0634  HISTORY     - Date     Condition        Report By
 JZ0634  HISTORY     - 1949     MONUMENTED       CGS
 JZ0634  HISTORY     - 1966     GOOD             NGS
 JZ0634
 JZ0634                          STATION DESCRIPTION
 JZ0634
 JZ0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JZ0634'AT NEWPORT.
 JZ0634'AT NEWPORT, AT THE NORTHEAST END OF CONCRETE BRIDGE ACROSS
 JZ0634'LICKING RIVER CONNECTING 4TH STREET IN COVINGTON WITH NEWPORT,
 JZ0634'SET IN THE TOP OF THE NORTHEAST END POST OF NORTHWEST RAILING
 JZ0634'OF CONCRETE APPROACH TO THE BRIDGE, 20 FEET NORTHWEST OF THE
 JZ0634'CENTER LINE OF THE BRIDGE APPROACH, 0.5 FOOT SOUTHWEST OF LAMP
 JZ0634'POST AND 4.5 FEET ABOVE THE LEVEL OF THE BRIDGE SIDEWALK.
 JZ0634
 JZ0634                          STATION RECOVERY (1966)
 JZ0634
 JZ0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JZ0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0664 ***********************************************************************
 HZ0664  DESIGNATION -  E 143
 HZ0664  PID         -  HZ0664
 HZ0664  STATE/COUNTY-  KY/BOONE
 HZ0664  USGS QUAD   -  INDEPENDENCE (1981)
 HZ0664
 HZ0664                         *CURRENT SURVEY CONTROL
 HZ0664  ___________________________________________________________________
 HZ0664* NAD 83(1986)-  38 56 39.     (N)    084 37 16.     (W)     SCALED    
 HZ0664* NAVD 88     -       285.735  (meters)     937.45   (feet)  ADJUSTED  
 HZ0664  ___________________________________________________________________
 HZ0664  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ0664  DYNAMIC HT  -         285.551 (meters)     936.85  (feet)  COMP
 HZ0664  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 HZ0664
 HZ0664  VERT ORDER  -  FIRST     CLASS II
 HZ0664
 HZ0664.The horizontal coordinates were scaled from a topographic map and have
 HZ0664.an estimated accuracy of +/- 6 seconds.
 HZ0664
 HZ0664.The orthometric height was determined by differential leveling
 HZ0664.and adjusted by the National Geodetic Survey in June 1991..
 HZ0664.WARNING-Repeat measurements at this control monument indicate possible
 HZ0664.vertical movement.
 HZ0664
 HZ0664.The geoid height was determined by GEOID03.
 HZ0664
 HZ0664.The dynamic height is computed by dividing the NAVD 88
 HZ0664.geopotential number by the normal gravity value computed on the
 HZ0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0664.degrees latitude (g = 980.6199 gals.).
 HZ0664
 HZ0664.The modeled gravity was interpolated from observed gravity values.
 HZ0664
 HZ0664;                    North         East    Units  Estimated Accuracy
 HZ0664;SPC KY1Z     - 1,290,370.    1,597,870.      MT  (+/- 180 meters Scaled)
 HZ0664
 HZ0664                          SUPERSEDED SURVEY CONTROL
 HZ0664
 HZ0664  NGVD 29 (??/??/92)  285.927  (m)          938.08   (f) ADJ UNCH    1 2
 HZ0664
 HZ0664.Superseded values are not recommended for survey control.
 HZ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0664.See file dsdata.txt to determine how the superseded data were derived.
 HZ0664
 HZ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ061132(NAD 83)
 HZ0664_MARKER: DB = BENCH MARK DISK
 HZ0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0664_SP_SET: CONCRETE POST
 HZ0664_STAMPING: E 143 1949
 HZ0664_MARK LOGO: CGS   
 HZ0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0664+STABILITY: SURFACE MOTION
 HZ0664
 HZ0664  HISTORY     - Date     Condition        Report By
 HZ0664  HISTORY     - 1949     MONUMENTED       CGS
 HZ0664  HISTORY     - 1964     GOOD             NGS
 HZ0664  HISTORY     - 1965     GOOD             NGS
 HZ0664  HISTORY     - 1985     GOOD             NGS
 HZ0664
 HZ0664                          STATION DESCRIPTION
 HZ0664
 HZ0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0664'5.3 MI N FROM WALTON.
 HZ0664'5.3 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE SMALL RAILWAY
 HZ0664'STATION AT WALTON, ABOUT 5.4 MILES SOUTH OF THE STATION AT ERLANGER,
 HZ0664'ABOUT 1.7 MILES SOUTH OF THE VILLAGE OF DEVON, ABOUT 0.2 MILE
 HZ0664'SOUTH OF MILE POST 15, ABOUT 0.4 MILE SOUTH OF AN OVERPASS AND
 HZ0664'AT A SMALL PUBLIC CROSSING, 44.3 FEET EAST OF THE EAST RAIL OF
 HZ0664'THE TRACK, 41 1/2 FEET SOUTHEAST OF A RAILROAD CROSSING SIGN
 HZ0664'POST, 24 1/2 FEET SOUTH OF APPROXIMATE CENTERLINE OF A GRAVELED
 HZ0664'ROAD, 4 FEET WEST OF THE R-O-W FENCE, ABOUT 1 FOOT BELOW THE
 HZ0664'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0664'ABOUT 4 INCHES.
 HZ0664
 HZ0664                          STATION RECOVERY (1965)
 HZ0664
 HZ0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HZ0664'RECOVERED IN GOOD CONDITION.
 HZ0664
 HZ0664                          STATION RECOVERY (1985)
 HZ0664
 HZ0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0664'RECOVERED IN GOOD CONDITION, THE 1964 DESCRIPTION IS ADEQUATE EXCEPT
 HZ0664'ADD 0.33 METERS NORTH OF A WITNESS POST.
 HZ0664'THE MARK IS 0.33 METERS  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0268 ***********************************************************************
 HZ0268  DESIGNATION -  E 144
 HZ0268  PID         -  HZ0268
 HZ0268  STATE/COUNTY-  KY/SCOTT
 HZ0268  USGS QUAD   -  GEORGETOWN (1993)
 HZ0268
 HZ0268                         *CURRENT SURVEY CONTROL
 HZ0268  ___________________________________________________________________
 HZ0268* NAD 83(1986)-  38 13 28.     (N)    084 33 06.     (W)     SCALED    
 HZ0268* NAVD 88     -       255.363  (meters)     837.80   (feet)  ADJUSTED  
 HZ0268  ___________________________________________________________________
 HZ0268  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HZ0268  DYNAMIC HT  -         255.178 (meters)     837.20  (feet)  COMP
 HZ0268  MODELED GRAV-     979,898.3   (mgal)                       NAVD 88
 HZ0268
 HZ0268  VERT ORDER  -  FIRST     CLASS II
 HZ0268
 HZ0268.The horizontal coordinates were scaled from a topographic map and have
 HZ0268.an estimated accuracy of +/- 6 seconds.
 HZ0268
 HZ0268.The orthometric height was determined by differential leveling
 HZ0268.and adjusted by the National Geodetic Survey in June 1991..
 HZ0268
 HZ0268.The geoid height was determined by GEOID03.
 HZ0268
 HZ0268.The dynamic height is computed by dividing the NAVD 88
 HZ0268.geopotential number by the normal gravity value computed on the
 HZ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0268.degrees latitude (g = 980.6199 gals.).
 HZ0268
 HZ0268.The modeled gravity was interpolated from observed gravity values.
 HZ0268
 HZ0268;                    North         East    Units  Estimated Accuracy
 HZ0268;SPC KY1Z     - 1,210,560.    1,604,920.      MT  (+/- 180 meters Scaled)
 HZ0268
 HZ0268                          SUPERSEDED SURVEY CONTROL
 HZ0268
 HZ0268  NGVD 29 (??/??/92)  255.535  (m)          838.37   (f) ADJ UNCH    1 2
 HZ0268
 HZ0268.Superseded values are not recommended for survey control.
 HZ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0268.See file dsdata.txt to determine how the superseded data were derived.
 HZ0268
 HZ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH143335(NAD 83)
 HZ0268_MARKER: DB = BENCH MARK DISK
 HZ0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0268_SP_SET: ABUTMENT
 HZ0268_STAMPING: E 144 1949
 HZ0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0268
 HZ0268  HISTORY     - Date     Condition        Report By
 HZ0268  HISTORY     - 1949     MONUMENTED       CGS
 HZ0268  HISTORY     - 1960     GOOD             NGS
 HZ0268  HISTORY     - 1986     MARK NOT FOUND   NGS
 HZ0268
 HZ0268                          STATION DESCRIPTION
 HZ0268
 HZ0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0268'1.2 MI N FROM GEORGETOWN.
 HZ0268'ABOUT 1.2 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 HZ0268'AT GEORGETOWN, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 HZ0268'CONCRETE RETAINING WALL OF THE NORTHWEST CONCRETE ABUTMENT OF
 HZ0268'A STEEL BRIDGE OVER ELKHORN CREEK, 4.5 FEET NORTHEAST OF THE
 HZ0268'NORTHEAST RAIL OF THE NORTHEAST TRACK, 58 FEET NORTHWEST OF THE
 HZ0268'NORTHWEST END OF THE STEEL PORTION OF BRIDGE AND ABOUT LEVEL
 HZ0268'WITH THE TRACK.
 HZ0268
 HZ0268                          STATION RECOVERY (1960)
 HZ0268
 HZ0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HZ0268'RECOVERED IN GOOD CONDITION.
 HZ0268
 HZ0268                          STATION RECOVERY (1986)
 HZ0268
 HZ0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ0268'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK WAS
 HZ0268'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0106 ***********************************************************************
 HZ0106  DESIGNATION -  E 145
 HZ0106  PID         -  HZ0106
 HZ0106  STATE/COUNTY-  KY/FAYETTE
 HZ0106  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0106
 HZ0106                         *CURRENT SURVEY CONTROL
 HZ0106  ___________________________________________________________________
 HZ0106* NAD 83(1986)-  38 06 43.     (N)    084 28 19.     (W)     SCALED    
 HZ0106* NAVD 88     -       285.969  (meters)     938.22   (feet)  ADJUSTED  
 HZ0106  ___________________________________________________________________
 HZ0106  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HZ0106  DYNAMIC HT  -         285.761 (meters)     937.53  (feet)  COMP
 HZ0106  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 HZ0106
 HZ0106  VERT ORDER  -  FIRST     CLASS II
 HZ0106
 HZ0106.The horizontal coordinates were scaled from a topographic map and have
 HZ0106.an estimated accuracy of +/- 6 seconds.
 HZ0106
 HZ0106.The orthometric height was determined by differential leveling
 HZ0106.and adjusted by the National Geodetic Survey in June 1991..
 HZ0106
 HZ0106.The geoid height was determined by GEOID03.
 HZ0106
 HZ0106.The dynamic height is computed by dividing the NAVD 88
 HZ0106.geopotential number by the normal gravity value computed on the
 HZ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0106.degrees latitude (g = 980.6199 gals.).
 HZ0106
 HZ0106.The modeled gravity was interpolated from observed gravity values.
 HZ0106
 HZ0106;                    North         East    Units  Estimated Accuracy
 HZ0106;SPC KY1Z     - 1,198,160.    1,612,070.      MT  (+/- 180 meters Scaled)
 HZ0106
 HZ0106                          SUPERSEDED SURVEY CONTROL
 HZ0106
 HZ0106  NGVD 29 (??/??/92)  286.131  (m)          938.75   (f) ADJ UNCH    1 2
 HZ0106
 HZ0106.Superseded values are not recommended for survey control.
 HZ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0106.See file dsdata.txt to determine how the superseded data were derived.
 HZ0106
 HZ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH216212(NAD 83)
 HZ0106_MARKER: DB = BENCH MARK DISK
 HZ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0106_STAMPING: E 145 1949
 HZ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0106+STABILITY: SURFACE MOTION
 HZ0106
 HZ0106  HISTORY     - Date     Condition        Report By
 HZ0106  HISTORY     - 1949     MONUMENTED       CGS
 HZ0106  HISTORY     - 1958     GOOD             NGS
 HZ0106
 HZ0106                          STATION DESCRIPTION
 HZ0106
 HZ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0106'4.9 MI SE FROM DONERAIL.
 HZ0106'ABOUT 2.85 MILES SOUTHEAST ALONG IRONWORKS ROAD FROM THE
 HZ0106'SOUTHERN RAILWAY STATION AT DONERAIL, THENCE ABOUT 1.5 MILES SOUTH
 HZ0106'ALONG NEWTON ROAD, THENCE ABOUT 0.55 MILE EAST AND NORTHEAST
 HZ0106'ACROSS COOL MEADOW AIRPORT, AT THE NORTHWEST EDGE OF THE
 HZ0106'AIRPORT, ABOUT 0.3 MILE NORTHEAST OF THE AIRPORT OFFICE, 1 FOOT
 HZ0106'SOUTHEAST OF A NORTHEAST-SOUTHWEST FENCE LINE, 85 FEET NORTHEAST
 HZ0106'OF A FENCE CORNER, ABOUT 0.2 MILE NORTHEAST OF THE CIRCLE AT
 HZ0106'INTERSECTION OF RUNWAYS, 2 FEET SOUTHWEST OF A WHITE WOODEN
 HZ0106'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0106'3 INCHES.  NOTE-- THE AIRPORT HAS BEEN ABANDONED, THE BUILDINGS
 HZ0106'REMAIN, THE MARK IS IN A CULTIVATED FIELD AND IN A ROW OF TREES
 HZ0106'THAT WERE ONCE IN A FENCE LINE, 25 FEET SOUTHWEST OF A WILD
 HZ0106'CHERRY TREE, 38.5 FEET NORTHEAST OF A WILD CHERRY TREE (THESE
 HZ0106'TREES ARE ON LINE WITH A FENCE CORNER AND A FENCE SOUTHWEST).
 HZ0106
 HZ0106                          STATION RECOVERY (1958)
 HZ0106
 HZ0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1139 ***********************************************************************
 HZ1139  DESIGNATION -  E 146
 HZ1139  PID         -  HZ1139
 HZ1139  STATE/COUNTY-  KY/SHELBY
 HZ1139  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1139
 HZ1139                         *CURRENT SURVEY CONTROL
 HZ1139  ___________________________________________________________________
 HZ1139* NAD 83(1986)-  38 14 45.     (N)    085 09 54.     (W)     SCALED    
 HZ1139* NAVD 88     -       230.316  (meters)     755.63   (feet)  ADJUSTED  
 HZ1139  ___________________________________________________________________
 HZ1139  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ1139  DYNAMIC HT  -         230.155 (meters)     755.10  (feet)  COMP
 HZ1139  MODELED GRAV-     979,924.8   (mgal)                       NAVD 88
 HZ1139
 HZ1139  VERT ORDER  -  FIRST     CLASS II
 HZ1139
 HZ1139.The horizontal coordinates were scaled from a topographic map and have
 HZ1139.an estimated accuracy of +/- 6 seconds.
 HZ1139
 HZ1139.The orthometric height was determined by differential leveling
 HZ1139.and adjusted by the National Geodetic Survey in June 1991..
 HZ1139
 HZ1139.The geoid height was determined by GEOID03.
 HZ1139
 HZ1139.The dynamic height is computed by dividing the NAVD 88
 HZ1139.geopotential number by the normal gravity value computed on the
 HZ1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1139.degrees latitude (g = 980.6199 gals.).
 HZ1139
 HZ1139.The modeled gravity was interpolated from observed gravity values.
 HZ1139
 HZ1139;                    North         East    Units  Estimated Accuracy
 HZ1139;SPC KY1Z     - 1,212,420.    1,551,210.      MT  (+/- 180 meters Scaled)
 HZ1139
 HZ1139                          SUPERSEDED SURVEY CONTROL
 HZ1139
 HZ1139  NGVD 29 (??/??/92)  230.469  (m)          756.13   (f) ADJ UNCH    1 2
 HZ1139
 HZ1139.Superseded values are not recommended for survey control.
 HZ1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1139.See file dsdata.txt to determine how the superseded data were derived.
 HZ1139
 HZ1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH605346(NAD 83)
 HZ1139_MARKER: DB = BENCH MARK DISK
 HZ1139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1139_SP_SET: CULVERT
 HZ1139_STAMPING: E 146 1949
 HZ1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1139
 HZ1139  HISTORY     - Date     Condition        Report By
 HZ1139  HISTORY     - 1949     MONUMENTED       CGS
 HZ1139
 HZ1139                          STATION DESCRIPTION
 HZ1139
 HZ1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1139'4.6 MI SW FROM CHRISTIANBURG.
 HZ1139'ABOUT 4.55 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1139'RAILROAD FROM THE STATION AT CHRISTIANBURG, ABOUT 3.9 MILES
 HZ1139'NORTHEAST OF THE STATION AT SHELBYVILLE, SET IN THE TOP OF THE
 HZ1139'NORTH END OF THE EAST HEAD WALL OF A 4-FOOT CONCRETE CULVERT UNDER
 HZ1139'STATE HIGHWAY 43, 317 FEET SOUTH-SOUTHWEST AND ACROSS THE TRACK
 HZ1139'FROM MILE POST 35, 51 FEET WEST OF THE WEST RAIL, 16 FEET EAST OF
 HZ1139'THE CENTER LINE OF THE HIGHWAY, 53 1/2 FEET NORTHWEST OF THE WEST
 HZ1139'END OF A 30-INCH IRON PIPE CULVERT UNDER TRACK AND ABOUT LEVEL
 HZ1139'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0372 ***********************************************************************
 HZ0372  DESIGNATION -  E 147
 HZ0372  PID         -  HZ0372
 HZ0372  STATE/COUNTY-  KY/FRANKLIN
 HZ0372  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0372
 HZ0372                         *CURRENT SURVEY CONTROL
 HZ0372  ___________________________________________________________________
 HZ0372* NAD 83(1986)-  38 12 36.     (N)    084 49 05.     (W)     SCALED    
 HZ0372* NAVD 88     -       230.549  (meters)     756.39   (feet)  ADJUSTED  
 HZ0372  ___________________________________________________________________
 HZ0372  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HZ0372  DYNAMIC HT  -         230.385 (meters)     755.85  (feet)  COMP
 HZ0372  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 HZ0372
 HZ0372  VERT ORDER  -  FIRST     CLASS II
 HZ0372
 HZ0372.The horizontal coordinates were scaled from a topographic map and have
 HZ0372.an estimated accuracy of +/- 6 seconds.
 HZ0372
 HZ0372.The orthometric height was determined by differential leveling
 HZ0372.and adjusted by the National Geodetic Survey in June 1991..
 HZ0372
 HZ0372.The geoid height was determined by GEOID03.
 HZ0372
 HZ0372.The dynamic height is computed by dividing the NAVD 88
 HZ0372.geopotential number by the normal gravity value computed on the
 HZ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0372.degrees latitude (g = 980.6199 gals.).
 HZ0372
 HZ0372.The modeled gravity was interpolated from observed gravity values.
 HZ0372
 HZ0372;                    North         East    Units  Estimated Accuracy
 HZ0372;SPC KY1Z     - 1,208,690.    1,581,610.      MT  (+/- 180 meters Scaled)
 HZ0372
 HZ0372                          SUPERSEDED SURVEY CONTROL
 HZ0372
 HZ0372  NGVD 29 (??/??/92)  230.719  (m)          756.95   (f) ADJ UNCH    1 2
 HZ0372
 HZ0372.Superseded values are not recommended for survey control.
 HZ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0372.See file dsdata.txt to determine how the superseded data were derived.
 HZ0372
 HZ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH910313(NAD 83)
 HZ0372_MARKER: DB = BENCH MARK DISK
 HZ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0372_STAMPING: E 147 1949
 HZ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0372+STABILITY: SURFACE MOTION
 HZ0372
 HZ0372  HISTORY     - Date     Condition        Report By
 HZ0372  HISTORY     - 1949     MONUMENTED       CGS
 HZ0372  HISTORY     - 1959     POOR             NGS
 HZ0372
 HZ0372                          STATION DESCRIPTION
 HZ0372
 HZ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0372'2.4 MI SW FROM ELKHORN.
 HZ0372'ABOUT 1.45 MILES SOUTHWEST ALONG THE FRANKFORT AND CINCINNATI
 HZ0372'RAILROAD FROM THE STATION AT ELKHORN, THENCE ABOUT 0.8 MILE SOUTH
 HZ0372'ALONG A BLACK TOP ROAD, THENCE ABOUT 0.2 MILE EAST ALONG
 HZ0372'U.S. HIGHWAY 460, AT SILVER LAKE AIRPORT, 110 FEET WEST OF THE
 HZ0372'NORTHWEST CORNER OF A STORAGE HANGAR, 94 FEET SOUTHWEST OF A
 HZ0372'FENCE CORNER, 9 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT
 HZ0372'SOUTHEAST OF A NORTHEAST-SOUTHWEST FENCE LINE, 1 1/2 FEET
 HZ0372'NORTHEAST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP
 HZ0372'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 HZ0372
 HZ0372                          STATION RECOVERY (1959)
 HZ0372
 HZ0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 HZ0372'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0626 ***********************************************************************
 HZ0626  DESIGNATION -  E 148
 HZ0626  PID         -  HZ0626
 HZ0626  STATE/COUNTY-  KY/GALLATIN
 HZ0626  USGS QUAD   -  PATRIOT (1994)
 HZ0626
 HZ0626                         *CURRENT SURVEY CONTROL
 HZ0626  ___________________________________________________________________
 HZ0626* NAD 83(1986)-  38 49 23.     (N)    084 48 25.     (W)     SCALED    
 HZ0626* NAVD 88     -       159.535  (meters)     523.41   (feet)  ADJUSTED  
 HZ0626  ___________________________________________________________________
 HZ0626  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HZ0626  DYNAMIC HT  -         159.434 (meters)     523.08  (feet)  COMP
 HZ0626  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 HZ0626
 HZ0626  VERT ORDER  -  FIRST     CLASS II
 HZ0626
 HZ0626.The horizontal coordinates were scaled from a topographic map and have
 HZ0626.an estimated accuracy of +/- 6 seconds.
 HZ0626
 HZ0626.The orthometric height was determined by differential leveling
 HZ0626.and adjusted by the National Geodetic Survey in June 1991..
 HZ0626
 HZ0626.The geoid height was determined by GEOID03.
 HZ0626
 HZ0626.The dynamic height is computed by dividing the NAVD 88
 HZ0626.geopotential number by the normal gravity value computed on the
 HZ0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0626.degrees latitude (g = 980.6199 gals.).
 HZ0626
 HZ0626.The modeled gravity was interpolated from observed gravity values.
 HZ0626
 HZ0626;                    North         East    Units  Estimated Accuracy
 HZ0626;SPC KY1Z     - 1,276,740.    1,581,900.      MT  (+/- 180 meters Scaled)
 HZ0626
 HZ0626                          SUPERSEDED SURVEY CONTROL
 HZ0626
 HZ0626  NGVD 29 (??/??/92)  159.737  (m)          524.07   (f) ADJ UNCH    1 2
 HZ0626
 HZ0626.Superseded values are not recommended for survey control.
 HZ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0626.See file dsdata.txt to determine how the superseded data were derived.
 HZ0626
 HZ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH903994(NAD 83)
 HZ0626_MARKER: DB = BENCH MARK DISK
 HZ0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0626_STAMPING: E 148 1949
 HZ0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0626+STABILITY: SURFACE MOTION
 HZ0626
 HZ0626  HISTORY     - Date     Condition        Report By
 HZ0626  HISTORY     - 1949     MONUMENTED       CGS
 HZ0626  HISTORY     - 1964     GOOD             NGS
 HZ0626  HISTORY     - 20000514 MARK NOT FOUND   KYDT
 HZ0626
 HZ0626                          STATION DESCRIPTION
 HZ0626
 HZ0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0626'8.5 MI NE FROM WARSAW.
 HZ0626'6.3 MILES EAST ALONG U.S. HIGHWAY 42 FROM THE COURT HOUSE
 HZ0626'AT WARSAW, THENCE ABOUT 2.2 MILES NORTH ALONG A PROMINENT
 HZ0626'GRAVELED ROAD, ABOUT .25 MILE SOUTH OF A ROAD NORTHEAST, IN
 HZ0626'THE LAWN OF A FRAME HOUSE, 71 FEET SOUTH OF THE CENTERLINE OF
 HZ0626'A DRIVEWAY, 46.6 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 HZ0626'OF THE HOUSE, 37 1/2 FEET WEST OF THE APPROXIMATE CENTERLINE
 HZ0626'OF THE ROAD, 14 1/2 FEET SOUTHWEST OF A 40-INCH MAPLE TREE
 HZ0626'WITH A PROMINENT FORK, 1 FOOT EAST OF A WOODEN WITNESS POST.
 HZ0626'IT IS ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND IS SET IN THE
 HZ0626'TOP OF A CONCRETE POST, 2 INCHES BELOW THE SURFACE OF THE
 HZ0626'GROUND.
 HZ0626
 HZ0626                          STATION RECOVERY (2000)
 HZ0626
 HZ0626'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HZ0626'LOCATION HEAVILY LANDSCAPED, POSSIBLY HERE BUT COULDN'T DO ADEQUATE
 HZ0626'SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0038 ***********************************************************************
 GB0038  DESIGNATION -  E 149
 GB0038  PID         -  GB0038
 GB0038  STATE/COUNTY-  KY/MCCREARY
 GB0038  USGS QUAD   -  WIBORG (1981)
 GB0038
 GB0038                         *CURRENT SURVEY CONTROL
 GB0038  ___________________________________________________________________
 GB0038* NAD 83(1986)-  36 45 19.     (N)    084 28 58.     (W)     SCALED    
 GB0038* NAVD 88     -       389.075  (meters)    1276.49   (feet)  ADJUSTED  
 GB0038  ___________________________________________________________________
 GB0038  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB0038  DYNAMIC HT  -         388.764 (meters)    1275.47  (feet)  COMP
 GB0038  MODELED GRAV-     979,820.2   (mgal)                       NAVD 88
 GB0038
 GB0038  VERT ORDER  -  FIRST     CLASS I
 GB0038
 GB0038.The horizontal coordinates were scaled from a topographic map and have
 GB0038.an estimated accuracy of +/- 6 seconds.
 GB0038
 GB0038.The orthometric height was determined by differential leveling
 GB0038.and adjusted by the National Geodetic Survey in June 1991..
 GB0038
 GB0038.The geoid height was determined by GEOID03.
 GB0038
 GB0038.The dynamic height is computed by dividing the NAVD 88
 GB0038.geopotential number by the normal gravity value computed on the
 GB0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0038.degrees latitude (g = 980.6199 gals.).
 GB0038
 GB0038.The modeled gravity was interpolated from observed gravity values.
 GB0038
 GB0038;                    North         East    Units  Estimated Accuracy
 GB0038;SPC KY1Z     - 1,047,600.    1,613,170.      MT  (+/- 180 meters Scaled)
 GB0038
 GB0038                          SUPERSEDED SURVEY CONTROL
 GB0038
 GB0038  NGVD 29 (??/??/92)  389.214  (m)         1276.95   (f) ADJ UNCH    1 1
 GB0038
 GB0038.Superseded values are not recommended for survey control.
 GB0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0038.See file dsdata.txt to determine how the superseded data were derived.
 GB0038
 GB0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF247706(NAD 83)
 GB0038_MARKER: DB = BENCH MARK DISK
 GB0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0038_STAMPING: E 149 1950 1276.946
 GB0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0038+STABILITY: SURFACE MOTION
 GB0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0038+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1997
 GB0038
 GB0038  HISTORY     - Date     Condition        Report By
 GB0038  HISTORY     - 1950     MONUMENTED       CGS
 GB0038  HISTORY     - 1968     GOOD             NGS
 GB0038  HISTORY     - 19970410 GOOD             KYDT
 GB0038
 GB0038                          STATION DESCRIPTION
 GB0038
 GB0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0038'4 MI N FROM STEARNS.
 GB0038'ABOUT 4.05 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0038'AT STEARNS, 240 YARDS SOUTH OF MILEPOST 188, 37 FEET WEST OF THE
 GB0038'WEST RAIL, 54 FEET EAST OF THE CENTER LINE OF OLD U.S. HIGHWAY
 GB0038'27, 90 FEET NORTHEAST OF THE CENTER OF A JUNCTION OF THE
 GB0038'HIGHWAY AND A DIRT ROAD, 117 FEET SOUTHEAST AND ACROSS THE HIGHWAY
 GB0038'FROM THE SOUTHEAST CORNER OF A STONE HOUSE, 31 FEET EAST OF A
 GB0038'POWER POLE, 1.1 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET
 GB0038'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 GB0038'POST WHICH PROJECTS 1 INCH.
 GB0038
 GB0038                          STATION RECOVERY (1997)
 GB0038
 GB0038'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GB0038'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1976 ***********************************************************************
 GY1976  DESIGNATION -  E 15
 GY1976  PID         -  GY1976
 GY1976  STATE/COUNTY-  KY/PERRY
 GY1976  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1976
 GY1976                         *CURRENT SURVEY CONTROL
 GY1976  ___________________________________________________________________
 GY1976* NAD 83(1986)-  37 14 55.     (N)    083 11 43.     (W)     SCALED    
 GY1976* NAVD 88     -       270.864  (meters)     888.66   (feet)  ADJUSTED  
 GY1976  ___________________________________________________________________
 GY1976  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1976  DYNAMIC HT  -         270.651 (meters)     887.96  (feet)  COMP
 GY1976  MODELED GRAV-     979,836.3   (mgal)                       NAVD 88
 GY1976
 GY1976  VERT ORDER  -  FIRST     CLASS I
 GY1976
 GY1976.The horizontal coordinates were scaled from a topographic map and have
 GY1976.an estimated accuracy of +/- 6 seconds.
 GY1976
 GY1976.The orthometric height was determined by differential leveling
 GY1976.and adjusted by the National Geodetic Survey in June 1991..
 GY1976
 GY1976.The geoid height was determined by GEOID03.
 GY1976
 GY1976.The dynamic height is computed by dividing the NAVD 88
 GY1976.geopotential number by the normal gravity value computed on the
 GY1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1976.degrees latitude (g = 980.6199 gals.).
 GY1976
 GY1976.The modeled gravity was interpolated from observed gravity values.
 GY1976
 GY1976;                    North         East    Units  Estimated Accuracy
 GY1976;SPC KY1Z     - 1,104,680.    1,726,620.      MT  (+/- 180 meters Scaled)
 GY1976
 GY1976                          SUPERSEDED SURVEY CONTROL
 GY1976
 GY1976  NGVD 29 (??/??/92)  271.034  (m)          889.22   (f) ADJ UNCH    1 1
 GY1976
 GY1976.Superseded values are not recommended for survey control.
 GY1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1976.See file dsdata.txt to determine how the superseded data were derived.
 GY1976
 GY1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB052247(NAD 83)
 GY1976_MARKER: DB = BENCH MARK DISK
 GY1976_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1976_SP_SET: BUILDING
 GY1976_STAMPING: E 15 1930 889.208
 GY1976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1976
 GY1976  HISTORY     - Date     Condition        Report By
 GY1976  HISTORY     - 1930     MONUMENTED       CGS
 GY1976  HISTORY     - 1967     GOOD             NGS
 GY1976
 GY1976                          STATION DESCRIPTION
 GY1976
 GY1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1976'0.2 MI NW FROM HAZARD.
 GY1976'ABOUT 1 BLOCK NORTHWEST ALONG DEPOT STREET FROM THE LOUISVILLE
 GY1976'AND NASHVILLE RAILROAD STATION AT HAZARD, THENCE 0.2 MILE
 GY1976'NORTHWEST ALONG MAIN STREET, THENCE 1 BLOCK EAST ALONG MORGAN
 GY1976'STREET, 25 FEET NORTH OF THE CENTERLINE OF THE STREET, SET
 GY1976'VERTICALLY IN THE SOUTH BRICK FACE OF THE BAKER BUILDING, 1.3
 GY1976'FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, 57 1/2 FEET
 GY1976'NORTHEAST AND ACROSS MORGAN STREET FROM THE NORTHEAST CORNER
 GY1976'OF THE NEW COURTHOUSE BUILDING, 18 1/2 FEET WEST OF THE CENTERLINE
 GY1976'OF HIGH STREET, AND 1.1 FEET ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0134 ***********************************************************************
 HZ0134  DESIGNATION -  E 150
 HZ0134  PID         -  HZ0134
 HZ0134  STATE/COUNTY-  KY/CLARK
 HZ0134  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0134
 HZ0134                         *CURRENT SURVEY CONTROL
 HZ0134  ___________________________________________________________________
 HZ0134* NAD 83(1986)-  38 02 56.     (N)    084 16 19.     (W)     SCALED    
 HZ0134* NAVD 88     -       301.459  (meters)     989.04   (feet)  ADJUSTED  
 HZ0134  ___________________________________________________________________
 HZ0134  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HZ0134  DYNAMIC HT  -         301.238 (meters)     988.31  (feet)  COMP
 HZ0134  MODELED GRAV-     979,888.7   (mgal)                       NAVD 88
 HZ0134
 HZ0134  VERT ORDER  -  FIRST     CLASS II
 HZ0134
 HZ0134.The horizontal coordinates were scaled from a topographic map and have
 HZ0134.an estimated accuracy of +/- 6 seconds.
 HZ0134
 HZ0134.The orthometric height was determined by differential leveling
 HZ0134.and adjusted by the National Geodetic Survey in June 1991..
 HZ0134
 HZ0134.The geoid height was determined by GEOID03.
 HZ0134
 HZ0134.The dynamic height is computed by dividing the NAVD 88
 HZ0134.geopotential number by the normal gravity value computed on the
 HZ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0134.degrees latitude (g = 980.6199 gals.).
 HZ0134
 HZ0134.The modeled gravity was interpolated from observed gravity values.
 HZ0134
 HZ0134;                    North         East    Units  Estimated Accuracy
 HZ0134;SPC KY1Z     - 1,191,420.    1,629,720.      MT  (+/- 180 meters Scaled)
 HZ0134
 HZ0134                          SUPERSEDED SURVEY CONTROL
 HZ0134
 HZ0134  NGVD 29 (??/??/92)  301.606  (m)          989.52   (f) ADJ UNCH    1 2
 HZ0134
 HZ0134.Superseded values are not recommended for survey control.
 HZ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0134.See file dsdata.txt to determine how the superseded data were derived.
 HZ0134
 HZ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH393147(NAD 83)
 HZ0134_MARKER: DB = BENCH MARK DISK
 HZ0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0134_STAMPING: E 150 1949 989.519
 HZ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0134+STABILITY: SURFACE MOTION
 HZ0134
 HZ0134  HISTORY     - Date     Condition        Report By
 HZ0134  HISTORY     - 1949     MONUMENTED       CGS
 HZ0134  HISTORY     - 1958     GOOD             NGS
 HZ0134  HISTORY     - 1983     GOOD             KYDT
 HZ0134
 HZ0134                          STATION DESCRIPTION
 HZ0134
 HZ0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0134'6.6 MI NW FROM WINCHESTER.
 HZ0134'ABOUT 6.65 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ0134'RAILROAD FROM THE STATION AT WINCHESTER, AT WYANDOTTE, 197.5
 HZ0134'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STEEL PORTION OF
 HZ0134'OVERPASS OF RAILROAD OVER OLD PINE GROVE-CLINTONVILLE ROAD, 28
 HZ0134'FEET SOUTH OF THE SOUTH RAIL, 78 FEET NORTHEAST OF THE
 HZ0134'NORTHEAST CORNER OF THE J.T. KENNEDY STORE BUILDING, 44 FEET
 HZ0134'WEST OF A SWITCH STAND, 2 FEET WEST OF A WHITE WOODEN WITNESS
 HZ0134'POST, ABOUT 2 FEET BELOW THE TRACK AND SET IN THE TOP OF A
 HZ0134'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- BM IS 2.2 FEET W OF
 HZ0134'METAL WITNESS POST AND SIGN.
 HZ0134
 HZ0134                          STATION RECOVERY (1958)
 HZ0134
 HZ0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0134'RECOVERED IN GOOD CONDITION.
 HZ0134
 HZ0134                          STATION RECOVERY (1983)
 HZ0134
 HZ0134'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 HZ0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0817 ***********************************************************************
 GZ0817  DESIGNATION -  E 151
 GZ0817  PID         -  GZ0817
 GZ0817  STATE/COUNTY-  KY/PULASKI
 GZ0817  USGS QUAD   -  SOMERSET (1987)
 GZ0817
 GZ0817                         *CURRENT SURVEY CONTROL
 GZ0817  ___________________________________________________________________
 GZ0817* NAD 83(1986)-  37 06 22.     (N)    084 36 11.     (W)     SCALED    
 GZ0817* NAVD 88     -       294.053  (meters)     964.74   (feet)  ADJUSTED  
 GZ0817  ___________________________________________________________________
 GZ0817  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GZ0817  DYNAMIC HT  -         293.824 (meters)     963.99  (feet)  COMP
 GZ0817  MODELED GRAV-     979,845.8   (mgal)                       NAVD 88
 GZ0817
 GZ0817  VERT ORDER  -  FIRST     CLASS II
 GZ0817
 GZ0817.The horizontal coordinates were scaled from a topographic map and have
 GZ0817.an estimated accuracy of +/- 6 seconds.
 GZ0817
 GZ0817.The orthometric height was determined by differential leveling
 GZ0817.and adjusted by the National Geodetic Survey in June 1991..
 GZ0817
 GZ0817.The geoid height was determined by GEOID03.
 GZ0817
 GZ0817.The dynamic height is computed by dividing the NAVD 88
 GZ0817.geopotential number by the normal gravity value computed on the
 GZ0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0817.degrees latitude (g = 980.6199 gals.).
 GZ0817
 GZ0817.The modeled gravity was interpolated from observed gravity values.
 GZ0817
 GZ0817;                    North         East    Units  Estimated Accuracy
 GZ0817;SPC KY1Z     - 1,086,390.    1,601,950.      MT  (+/- 180 meters Scaled)
 GZ0817
 GZ0817                          SUPERSEDED SURVEY CONTROL
 GZ0817
 GZ0817  NGVD 29 (??/??/92)  294.225  (m)          965.30   (f) ADJ UNCH    1 2
 GZ0817
 GZ0817.Superseded values are not recommended for survey control.
 GZ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0817.See file dsdata.txt to determine how the superseded data were derived.
 GZ0817
 GZ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG129093(NAD 83)
 GZ0817_MARKER: DB = BENCH MARK DISK
 GZ0817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0817_SP_SET: BASEMENT WALL
 GZ0817_STAMPING: E 151 1950 965.303
 GZ0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0817
 GZ0817  HISTORY     - Date     Condition        Report By
 GZ0817  HISTORY     - 1950     MONUMENTED       CGS
 GZ0817  HISTORY     - 1958     GOOD             NGS
 GZ0817  HISTORY     - 1983     GOOD             KYDT
 GZ0817
 GZ0817                          STATION DESCRIPTION
 GZ0817
 GZ0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0817'AT SOMERSET.
 GZ0817'AT SOMERSET, ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 27 FROM
 GZ0817'THE POST OFFICE, THENCE ABOUT 0.6 MILE NORTHEAST ALONG STATE
 GZ0817'HIGHWAY 39, SET VERTICALLY IN THE EAST FACE AT THE SOUTHEAST
 GZ0817'CORNER OF THE CONCRETE BASEMENT WALL OF THE PULASKI COUNTY HIGH
 GZ0817'SCHOOL, 1.8 FEET NORTH OF THE SOUTHEAST CORNER, ABOUT 50 YARDS
 GZ0817'WEST OF THE CENTER OF THE HIGHWAY, ABOUT 45 YARDS NORTH OF THE
 GZ0817'CENTER OF A STREET WEST TO A TOBACCO WAREHOUSE AND ABOUT 1 1/2
 GZ0817'FEET ABOVE THE GROUND.
 GZ0817
 GZ0817                          STATION RECOVERY (1958)
 GZ0817
 GZ0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0817'RECOVERED IN GOOD CONDITION.
 GZ0817
 GZ0817                          STATION RECOVERY (1983)
 GZ0817
 GZ0817'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0772 ***********************************************************************
 GZ0772  DESIGNATION -  E 152
 GZ0772  PID         -  GZ0772
 GZ0772  STATE/COUNTY-  KY/LINCOLN
 GZ0772  USGS QUAD   -  HALLS GAP (1987)
 GZ0772
 GZ0772                         *CURRENT SURVEY CONTROL
 GZ0772  ___________________________________________________________________
 GZ0772* NAD 83(1986)-  37 24 08.     (N)    084 43 40.     (W)     SCALED    
 GZ0772* NAVD 88     -       305.098  (meters)    1000.98   (feet)  ADJUSTED  
 GZ0772  ___________________________________________________________________
 GZ0772  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GZ0772  DYNAMIC HT  -         304.858 (meters)    1000.19  (feet)  COMP
 GZ0772  MODELED GRAV-     979,834.5   (mgal)                       NAVD 88
 GZ0772
 GZ0772  VERT ORDER  -  FIRST     CLASS II
 GZ0772
 GZ0772.The horizontal coordinates were scaled from a topographic map and have
 GZ0772.an estimated accuracy of +/- 6 seconds.
 GZ0772
 GZ0772.The orthometric height was determined by differential leveling
 GZ0772.and adjusted by the National Geodetic Survey in June 1991..
 GZ0772
 GZ0772.The geoid height was determined by GEOID03.
 GZ0772
 GZ0772.The dynamic height is computed by dividing the NAVD 88
 GZ0772.geopotential number by the normal gravity value computed on the
 GZ0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0772.degrees latitude (g = 980.6199 gals.).
 GZ0772
 GZ0772.The modeled gravity was interpolated from observed gravity values.
 GZ0772
 GZ0772;                    North         East    Units  Estimated Accuracy
 GZ0772;SPC KY1Z     - 1,119,120.    1,590,500.      MT  (+/- 180 meters Scaled)
 GZ0772
 GZ0772                          SUPERSEDED SURVEY CONTROL
 GZ0772
 GZ0772  NGVD 29 (??/??/92)  305.239  (m)         1001.44   (f) ADJ UNCH    1 2
 GZ0772
 GZ0772.Superseded values are not recommended for survey control.
 GZ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0772.See file dsdata.txt to determine how the superseded data were derived.
 GZ0772
 GZ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG011419(NAD 83)
 GZ0772_MARKER: DB = BENCH MARK DISK
 GZ0772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0772_SP_SET: BRIDGE ABUTMENT
 GZ0772_STAMPING: E 152 1950 1001.438
 GZ0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0772
 GZ0772  HISTORY     - Date     Condition        Report By
 GZ0772  HISTORY     - 1950     MONUMENTED       CGS
 GZ0772  HISTORY     - 1958     GOOD             NGS
 GZ0772  HISTORY     - 1981     GOOD             KYDT
 GZ0772
 GZ0772                          STATION DESCRIPTION
 GZ0772
 GZ0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0772'0.8 MI S FROM SOUTH FORK.
 GZ0772'ABOUT 0.8 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ0772'AT SOUTH FORK, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GZ0772'ABUTMENT OF A LONG HIGH TRESTLE, 29 FEET NORTHWEST OF MILE POST
 GZ0772'136, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1/2 FOOT NORTHEAST
 GZ0772'OF THE SOUTHWEST END OF THE ABUTMENT, 1/2 FOOT NORTHWEST OF THE
 GZ0772'SOUTHEAST FACE OF THE ABUTMENT AND ABOUT 1 FOOT BELOW THE TRACK.
 GZ0772
 GZ0772                          STATION RECOVERY (1958)
 GZ0772
 GZ0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0772'RECOVERED IN GOOD CONDITION.
 GZ0772
 GZ0772                          STATION RECOVERY (1981)
 GZ0772
 GZ0772'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1306 ***********************************************************************
 GZ1306  DESIGNATION -  E 153
 GZ1306  PID         -  GZ1306
 GZ1306  STATE/COUNTY-  KY/BOYLE
 GZ1306  USGS QUAD   -  JUNCTION CITY (1979)
 GZ1306
 GZ1306                         *CURRENT SURVEY CONTROL
 GZ1306  ___________________________________________________________________
 GZ1306* NAD 83(1986)-  37 35 58.     (N)    084 47 53.     (W)     SCALED    
 GZ1306* NAVD 88     -       313.742  (meters)    1029.34   (feet)  ADJUSTED  
 GZ1306  ___________________________________________________________________
 GZ1306  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 GZ1306  DYNAMIC HT  -         313.497 (meters)    1028.53  (feet)  COMP
 GZ1306  MODELED GRAV-     979,839.4   (mgal)                       NAVD 88
 GZ1306
 GZ1306  VERT ORDER  -  FIRST     CLASS II
 GZ1306
 GZ1306.The horizontal coordinates were scaled from a topographic map and have
 GZ1306.an estimated accuracy of +/- 6 seconds.
 GZ1306
 GZ1306.The orthometric height was determined by differential leveling
 GZ1306.and adjusted by the National Geodetic Survey in June 1991..
 GZ1306
 GZ1306.The geoid height was determined by GEOID03.
 GZ1306
 GZ1306.The dynamic height is computed by dividing the NAVD 88
 GZ1306.geopotential number by the normal gravity value computed on the
 GZ1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1306.degrees latitude (g = 980.6199 gals.).
 GZ1306
 GZ1306.The modeled gravity was interpolated from observed gravity values.
 GZ1306
 GZ1306;                    North         East    Units  Estimated Accuracy
 GZ1306;SPC KY1Z     - 1,140,950.    1,584,060.      MT  (+/- 180 meters Scaled)
 GZ1306
 GZ1306                          SUPERSEDED SURVEY CONTROL
 GZ1306
 GZ1306  NGVD 29 (??/??/92)  313.882  (m)         1029.79   (f) ADJ UNCH    1 2
 GZ1306
 GZ1306.Superseded values are not recommended for survey control.
 GZ1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1306.See file dsdata.txt to determine how the superseded data were derived.
 GZ1306
 GZ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG943636(NAD 83)
 GZ1306_MARKER: DB = BENCH MARK DISK
 GZ1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1306_STAMPING: E 153 1950 1029.795
 GZ1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1306+STABILITY: SURFACE MOTION
 GZ1306
 GZ1306  HISTORY     - Date     Condition        Report By
 GZ1306  HISTORY     - 1950     MONUMENTED       CGS
 GZ1306  HISTORY     - 1958     GOOD             NGS
 GZ1306  HISTORY     - 1981     GOOD             KYDT
 GZ1306
 GZ1306                          STATION DESCRIPTION
 GZ1306
 GZ1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1306'1 MI N FROM JUNCTION CITY.
 GZ1306'ABOUT 0.95 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1306'STATION AT JUNCTION CITY, AT A PRIVATE ROAD CROSSING, 50 FEET
 GZ1306'WEST-NORTHWEST OF THE CENTER OF THE CROSSING OF PRIVATE ROAD
 GZ1306'AND WEST TRACK, 47 FEET WEST OF THE WEST RAIL OF THE WEST
 GZ1306'TRACK, 10 FEET NORTH OF THE CENTER LINE OF THE PRIVATE ROAD,
 GZ1306'4 FEET NORTHEAST OF A FENCE CORNER, 2 FEET EAST OF A FENCE
 GZ1306'LINE, 1 1/2 FEET NORTHEAAST OF A WHITE WOODEN WITNESS POST,
 GZ1306'ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 GZ1306'POST PROJECTING 6 INCHES.
 GZ1306
 GZ1306                          STATION RECOVERY (1958)
 GZ1306
 GZ1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1306'RECOVERED IN GOOD CONDITION.
 GZ1306
 GZ1306                          STATION RECOVERY (1981)
 GZ1306
 GZ1306'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1235 ***********************************************************************
 GZ1235  DESIGNATION -  E 154
 GZ1235  PID         -  GZ1235
 GZ1235  STATE/COUNTY-  KY/JESSAMINE
 GZ1235  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1235
 GZ1235                         *CURRENT SURVEY CONTROL
 GZ1235  ___________________________________________________________________
 GZ1235* NAD 83(1986)-  37 53 09.     (N)    084 34 34.     (W)     SCALED    
 GZ1235* NAVD 88     -       290.627  (meters)     953.50   (feet)  ADJUSTED  
 GZ1235  ___________________________________________________________________
 GZ1235  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GZ1235  DYNAMIC HT  -         290.408 (meters)     952.78  (feet)  COMP
 GZ1235  MODELED GRAV-     979,868.0   (mgal)                       NAVD 88
 GZ1235
 GZ1235  VERT ORDER  -  FIRST     CLASS II
 GZ1235
 GZ1235.The horizontal coordinates were scaled from a topographic map and have
 GZ1235.an estimated accuracy of +/- 6 seconds.
 GZ1235
 GZ1235.The orthometric height was determined by differential leveling
 GZ1235.and adjusted by the National Geodetic Survey in June 1991..
 GZ1235.WARNING-Repeat measurements at this control monument indicate possible
 GZ1235.vertical movement.
 GZ1235
 GZ1235.The geoid height was determined by GEOID03.
 GZ1235
 GZ1235.The dynamic height is computed by dividing the NAVD 88
 GZ1235.geopotential number by the normal gravity value computed on the
 GZ1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1235.degrees latitude (g = 980.6199 gals.).
 GZ1235
 GZ1235.The modeled gravity was interpolated from observed gravity values.
 GZ1235
 GZ1235;                    North         East    Units  Estimated Accuracy
 GZ1235;SPC KY1Z     - 1,172,950.    1,603,250.      MT  (+/- 180 meters Scaled)
 GZ1235
 GZ1235                          SUPERSEDED SURVEY CONTROL
 GZ1235
 GZ1235  NGVD 29 (??/??/92)  290.764  (m)          953.95   (f) ADJ UNCH    1 2
 GZ1235
 GZ1235.Superseded values are not recommended for survey control.
 GZ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1235.See file dsdata.txt to determine how the superseded data were derived.
 GZ1235
 GZ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG131959(NAD 83)
 GZ1235_MARKER: DB = BENCH MARK DISK
 GZ1235_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GZ1235_SP_SET: BRIDGE PIERS
 GZ1235_STAMPING: E 154 1950 953.948
 GZ1235_MARK LOGO: CGS   
 GZ1235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1235+STABILITY: POSITION/ELEVATION WELL
 GZ1235
 GZ1235  HISTORY     - Date     Condition        Report By
 GZ1235  HISTORY     - 1950     MONUMENTED       CGS
 GZ1235  HISTORY     - 1958     GOOD             NGS
 GZ1235  HISTORY     - 1985     GOOD             NGS
 GZ1235
 GZ1235                          STATION DESCRIPTION
 GZ1235
 GZ1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1235'AT NICHOLASVILLE.
 GZ1235'AT NICHOLASVILLE, ABOUT 0.1 MILE NORTHEAST ALONG THE SOUTHERN
 GZ1235'RAILWAY FROM THE STATION, SET IN THE TOP OF THE CENTER OF THE
 GZ1235'CONCRETE FOUNDATION FOR THE SOUTH PIERS OF CONCRETE OVERPASS OVER
 GZ1235'THE TRACKS, 8.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GZ1235'SOUTHEAST TRACK, 18.3 FEET EAST OF A SWITCH STAND AND ABOUT 2 FEET
 GZ1235'ABOVE THE TRACKS.
 GZ1235
 GZ1235                          STATION RECOVERY (1958)
 GZ1235
 GZ1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1235'RECOVERED IN GOOD CONDITION.
 GZ1235
 GZ1235                          STATION RECOVERY (1985)
 GZ1235
 GZ1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1235'RECOVERED IN GOOD CONDITION, DESCRIPTION IS ADEQUATE, ADD--PIERS ARE
 GZ1235'ON BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0843 ***********************************************************************
 GZ0843  DESIGNATION -  E 155
 GZ0843  PID         -  GZ0843
 GZ0843  STATE/COUNTY-  KY/LINCOLN
 GZ0843  USGS QUAD   -  HALLS GAP (1987)
 GZ0843
 GZ0843                         *CURRENT SURVEY CONTROL
 GZ0843  ___________________________________________________________________
 GZ0843* NAD 83(1986)-  37 26 56.     (N)    084 39 29.     (W)     SCALED    
 GZ0843* NAVD 88     -       333.209  (meters)    1093.20   (feet)  ADJUSTED  
 GZ0843  ___________________________________________________________________
 GZ0843  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GZ0843  DYNAMIC HT  -         332.942 (meters)    1092.33  (feet)  COMP
 GZ0843  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 GZ0843
 GZ0843  VERT ORDER  -  SECOND    CLASS 0
 GZ0843
 GZ0843.The horizontal coordinates were scaled from a topographic map and have
 GZ0843.an estimated accuracy of +/- 6 seconds.
 GZ0843
 GZ0843.The orthometric height was determined by differential leveling
 GZ0843.and adjusted by the National Geodetic Survey in June 1991..
 GZ0843
 GZ0843.The geoid height was determined by GEOID03.
 GZ0843
 GZ0843.The dynamic height is computed by dividing the NAVD 88
 GZ0843.geopotential number by the normal gravity value computed on the
 GZ0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0843.degrees latitude (g = 980.6199 gals.).
 GZ0843
 GZ0843.The modeled gravity was interpolated from observed gravity values.
 GZ0843
 GZ0843;                    North         East    Units  Estimated Accuracy
 GZ0843;SPC KY1Z     - 1,124,370.    1,596,610.      MT  (+/- 180 meters Scaled)
 GZ0843
 GZ0843                          SUPERSEDED SURVEY CONTROL
 GZ0843
 GZ0843  NGVD 29 (??/??/92)  333.338  (m)         1093.63   (f) ADJ UNCH    2 0
 GZ0843
 GZ0843.Superseded values are not recommended for survey control.
 GZ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0843.See file dsdata.txt to determine how the superseded data were derived.
 GZ0843
 GZ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG071472(NAD 83)
 GZ0843_MARKER: DB = BENCH MARK DISK
 GZ0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0843_STAMPING: E 155 1950 1093.626
 GZ0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0843+STABILITY: SURFACE MOTION
 GZ0843
 GZ0843  HISTORY     - Date     Condition        Report By
 GZ0843  HISTORY     - 1950     MONUMENTED       CGS
 GZ0843  HISTORY     - 1958     GOOD             NGS
 GZ0843  HISTORY     - 1981     GOOD             KYDT
 GZ0843
 GZ0843                          STATION DESCRIPTION
 GZ0843
 GZ0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0843'2.7 MI E FROM JUMBO.
 GZ0843'ABOUT 0.65 MILES NORTHEAST ALONG GREEN RIVER ROAD FROM THE
 GZ0843'CROSSROADS AND SCHOOL AT JUMBO, THENCE ABOUT 2.05 MILES EAST ALONG
 GZ0843'A GRAVEL ROAD, ABOUT 0.75 MILE SOUTHEAST OF MIRACLE SCHOOL,
 GZ0843'AT A SMALL METAL COVERED HOUSE OCCUPIED BY CHARLES HOBART,
 GZ0843'26 FEET NORTH OF THE NORTH CORNER OF THE HOUSE, 29 FEET SOUTHEAST
 GZ0843'OF THE CENTER OF A WELL, 37 FEET SOUTHWEST OF THE CENTER LINE
 GZ0843'OF THE ROAD, 20 FEET SOUTHWEST OF THE NORTH CORNER OF A LAWN
 GZ0843'FENCE, 1 FOOT NORTHWEST OF THE LAWN FENCE, 1 1/2 FEET NORTHEAST
 GZ0843'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE ROAD AND
 GZ0843'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK
 GZ0843'MAY BE REACHED FROM HALLS GAP, LINCOLN COUNTY, BY GOING ABOUT
 GZ0843'0.6 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE FAIRVIEW BAPTIST
 GZ0843'CHURCH, THENCE ABOUT 2.1 MILES WEST AND SOUTHWEST ALONG A
 GZ0843'WINDING GRAVEL ROAD.
 GZ0843
 GZ0843                          STATION RECOVERY (1958)
 GZ0843
 GZ0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0843'RECOVERED IN GOOD CONDITION.
 GZ0843
 GZ0843                          STATION RECOVERY (1981)
 GZ0843
 GZ0843'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0779 ***********************************************************************
 GZ0779  DESIGNATION -  E 156
 GZ0779  PID         -  GZ0779
 GZ0779  STATE/COUNTY-  KY/LINCOLN
 GZ0779  USGS QUAD   -  EUBANK (1976)
 GZ0779
 GZ0779                         *CURRENT SURVEY CONTROL
 GZ0779  ___________________________________________________________________
 GZ0779* NAD 83(1986)-  37 21 20.     (N)    084 40 22.     (W)     SCALED    
 GZ0779* NAVD 88     -       362.804  (meters)    1190.30   (feet)  ADJUSTED  
 GZ0779  ___________________________________________________________________
 GZ0779  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GZ0779  DYNAMIC HT  -         362.515 (meters)    1189.35  (feet)  COMP
 GZ0779  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 GZ0779
 GZ0779  VERT ORDER  -  FIRST     CLASS II
 GZ0779
 GZ0779.The horizontal coordinates were scaled from a topographic map and have
 GZ0779.an estimated accuracy of +/- 6 seconds.
 GZ0779
 GZ0779.The orthometric height was determined by differential leveling
 GZ0779.and adjusted by the National Geodetic Survey in June 1991..
 GZ0779
 GZ0779.The geoid height was determined by GEOID03.
 GZ0779
 GZ0779.The dynamic height is computed by dividing the NAVD 88
 GZ0779.geopotential number by the normal gravity value computed on the
 GZ0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0779.degrees latitude (g = 980.6199 gals.).
 GZ0779
 GZ0779.The modeled gravity was interpolated from observed gravity values.
 GZ0779
 GZ0779;                    North         East    Units  Estimated Accuracy
 GZ0779;SPC KY1Z     - 1,114,000.    1,595,430.      MT  (+/- 180 meters Scaled)
 GZ0779
 GZ0779                          SUPERSEDED SURVEY CONTROL
 GZ0779
 GZ0779  NGVD 29 (??/??/92)  362.937  (m)         1190.74   (f) ADJ UNCH    1 2
 GZ0779
 GZ0779.Superseded values are not recommended for survey control.
 GZ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0779.See file dsdata.txt to determine how the superseded data were derived.
 GZ0779
 GZ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG061368(NAD 83)
 GZ0779_MARKER: DB = BENCH MARK DISK
 GZ0779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0779_SP_SET: CATCH BASIN
 GZ0779_STAMPING: E 156 1950 119.736
 GZ0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0779
 GZ0779  HISTORY     - Date     Condition        Report By
 GZ0779  HISTORY     - 1950     MONUMENTED       CGS
 GZ0779  HISTORY     - 1958     GOOD             NGS
 GZ0779
 GZ0779                          STATION DESCRIPTION
 GZ0779
 GZ0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0779'1.4 MI S FROM KINGS MOUNTAIN.
 GZ0779'ABOUT 1.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ0779'AT KINGS MOUNTAIN, ABOUT 185 YARDS SOUTHEAST OF A SMALL PRIVATE
 GZ0779'FIELD ROAD CROSSING, BETWEEN TWO CUTS, 42 1/2 FEET NORTHEAST OF THE
 GZ0779'NORTHEAST RAIL OF THE NORTHEAST TRACK, SET IN THE TOP AND ABOUT
 GZ0779'7 INCHES NORTHWEST OF THE EAST CORNER OF A CONCRETE CATCH BASIN
 GZ0779'AND ABOUT 7 FEET BELOW THE TRACK.
 GZ0779
 GZ0779                          STATION RECOVERY (1958)
 GZ0779
 GZ0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2858 ***********************************************************************
 GY2858  DESIGNATION -  E 157
 GY2858  PID         -  GY2858
 GY2858  STATE/COUNTY-  KY/LEE
 GY2858  USGS QUAD   -  BEATTYVILLE (1983)
 GY2858
 GY2858                         *CURRENT SURVEY CONTROL
 GY2858  ___________________________________________________________________
 GY2858* NAD 83(1986)-  37 35 35.     (N)    083 41 42.     (W)     SCALED    
 GY2858* NAVD 88     -       300.949  (meters)     987.36   (feet)  ADJUSTED  
 GY2858  ___________________________________________________________________
 GY2858  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GY2858  DYNAMIC HT  -         300.721 (meters)     986.62  (feet)  COMP
 GY2858  MODELED GRAV-     979,865.2   (mgal)                       NAVD 88
 GY2858
 GY2858  VERT ORDER  -  FIRST     CLASS II
 GY2858
 GY2858.The horizontal coordinates were scaled from a topographic map and have
 GY2858.an estimated accuracy of +/- 6 seconds.
 GY2858
 GY2858.The orthometric height was determined by differential leveling
 GY2858.and adjusted by the National Geodetic Survey in June 1991..
 GY2858
 GY2858.The geoid height was determined by GEOID03.
 GY2858
 GY2858.The dynamic height is computed by dividing the NAVD 88
 GY2858.geopotential number by the normal gravity value computed on the
 GY2858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2858.degrees latitude (g = 980.6199 gals.).
 GY2858
 GY2858.The modeled gravity was interpolated from observed gravity values.
 GY2858
 GY2858;                    North         East    Units  Estimated Accuracy
 GY2858;SPC KY1Z     - 1,141,810.    1,681,460.      MT  (+/- 180 meters Scaled)
 GY2858
 GY2858                          SUPERSEDED SURVEY CONTROL
 GY2858
 GY2858  NGVD 29 (??/??/92)  301.112  (m)          987.90   (f) ADJ UNCH    1 2
 GY2858
 GY2858.Superseded values are not recommended for survey control.
 GY2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2858.See file dsdata.txt to determine how the superseded data were derived.
 GY2858
 GY2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB620640(NAD 83)
 GY2858_MARKER: DB = BENCH MARK DISK
 GY2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2858_STAMPING: E 157 1950 987.898
 GY2858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2858+STABILITY: SURFACE MOTION
 GY2858
 GY2858  HISTORY     - Date     Condition        Report By
 GY2858  HISTORY     - 1950     MONUMENTED       CGS
 GY2858  HISTORY     - 1958     GOOD             NGS
 GY2858
 GY2858                          STATION DESCRIPTION
 GY2858
 GY2858'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2858'1.7 MI N FROM BEATTYVILLE.
 GY2858'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE LOUISVILLE
 GY2858'AND NASHVILLE RAILROAD STATION AT BEATTYVILLE, ABOUT 0.55 MILE
 GY2858'SOUTH OF THE JUNCTION OF A ROAD EAST, ABOUT 0.9 MILE NORTH OF THE
 GY2858'NORTHWEST CORNER OF RIVER VIEW CEMETERY, ABOUT 0.25 MILE SOUTH
 GY2858'OF THE TOP OF A GRADE, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY
 GY2858'WITH TANGENTS EXTENDING NORTHWEST AND SOUTHWEST, 25 FEET EAST
 GY2858'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF A GARDEN FENCE,
 GY2858'48 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL SHACK, 100
 GY2858'FEET SOUTH OF YARD GATE TO A HOUSE, 2 FEET SOUTH OF A WHITE WOODEN
 GY2858'WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP
 GY2858'OF A CONCRETE POST PROJECTING 2 INCHES.
 GY2858
 GY2858                          STATION RECOVERY (1958)
 GY2858
 GY2858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2826 ***********************************************************************
 GY2826  DESIGNATION -  E 158 RESET 1961
 GY2826  PID         -  GY2826
 GY2826  STATE/COUNTY-  KY/POWELL
 GY2826  USGS QUAD   -  SLADE (1983)
 GY2826
 GY2826                         *CURRENT SURVEY CONTROL
 GY2826  ___________________________________________________________________
 GY2826* NAD 83(1986)-  37 49 33.     (N)    083 43 51.     (W)     SCALED    
 GY2826* NAVD 88     -       205.41   (meters)     673.9    (feet)  RESET     
 GY2826  ___________________________________________________________________
 GY2826  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GY2826
 GY2826  VERT ORDER  -  THIRD
 GY2826
 GY2826.The horizontal coordinates were scaled from a topographic map and have
 GY2826.an estimated accuracy of +/- 6 seconds.
 GY2826
 GY2826.The orthometric height was computed from unverified reset data.
 GY2826.No vertical observational check was made to the station.
 GY2826
 GY2826.The geoid height was determined by GEOID03.
 GY2826
 GY2826;                    North         East    Units  Estimated Accuracy
 GY2826;SPC KY1Z     - 1,167,560.    1,677,740.      MT  (+/- 180 meters Scaled)
 GY2826
 GY2826                          SUPERSEDED SURVEY CONTROL
 GY2826
 GY2826  NGVD 29 (??/??/??)  205.57   (m)          674.4    (f) RESET       3  
 GY2826
 GY2826.Superseded values are not recommended for survey control.
 GY2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2826.See file dsdata.txt to determine how the superseded data were derived.
 GY2826
 GY2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB596900(NAD 83)
 GY2826_MARKER: DB = BENCH MARK DISK
 GY2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2826_STAMPING: E 158 1950 RESET 1961
 GY2826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2826+STABILITY: SURFACE MOTION
 GY2826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2826+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1999
 GY2826
 GY2826  HISTORY     - Date     Condition        Report By
 GY2826  HISTORY     - 1961     MONUMENTED       CGS
 GY2826  HISTORY     - 19990330 GOOD             KYDT
 GY2826
 GY2826                          STATION DESCRIPTION
 GY2826
 GY2826'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GY2826'1.1 MI NW FROM LOMBARD.
 GY2826'THIS MARK IS LOCATED 1.1 MILES NORTHWEST ALONG STATE HIGHWAY
 GY2826'15 FROM THE JUNCTION OF STATE HIGHWAY 77 LEADING NORTHEAST FROM
 GY2826'THE POST OFFICE AT LOMBARD, 2.55 MILES NORTHWEST ALONG STATE
 GY2826'HIGHWAY 15 FROM THE JUNCTION OF STATE HIGHWAY 77 AT SLADE.  THIS
 GY2826'MARK IS 115 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 15, 96 FEET
 GY2826'SOUTHEAST OF THE SOUTHEAST CORNER OF A CHURCH, 10 FEET WEST OF
 GY2826'THE CENTER OF A GRAVELED ROAD, 1.4 FEET WEST OF A POWER LINE POLE
 GY2826'WITH GUY WIRE, AND 1.9 FEET WEST OF A WITNESS SIGN, AND SET IN
 GY2826'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT LEVEL
 GY2826'WITH THE GRAVELED ROAD.
 GY2826
 GY2826                          STATION RECOVERY (1999)
 GY2826
 GY2826'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY2826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0017 ***********************************************************************
 GZ0017  DESIGNATION -  E 159
 GZ0017  PID         -  GZ0017
 GZ0017  STATE/COUNTY-  KY/CLARK
 GZ0017  USGS QUAD   -  HEDGES (1976)
 GZ0017
 GZ0017                         *CURRENT SURVEY CONTROL
 GZ0017  ___________________________________________________________________
 GZ0017* NAD 83(1986)-  37 55 55.     (N)    084 01 21.     (W)     SCALED    
 GZ0017* NAVD 88     -       258.401  (meters)     847.77   (feet)  ADJUSTED  
 GZ0017  ___________________________________________________________________
 GZ0017  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 GZ0017  DYNAMIC HT  -         258.210 (meters)     847.14  (feet)  COMP
 GZ0017  MODELED GRAV-     979,886.7   (mgal)                       NAVD 88
 GZ0017
 GZ0017  VERT ORDER  -  FIRST     CLASS II
 GZ0017
 GZ0017.The horizontal coordinates were scaled from a topographic map and have
 GZ0017.an estimated accuracy of +/- 6 seconds.
 GZ0017
 GZ0017.The orthometric height was determined by differential leveling
 GZ0017.and adjusted by the National Geodetic Survey in June 1991..
 GZ0017
 GZ0017.The geoid height was determined by GEOID03.
 GZ0017
 GZ0017.The dynamic height is computed by dividing the NAVD 88
 GZ0017.geopotential number by the normal gravity value computed on the
 GZ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0017.degrees latitude (g = 980.6199 gals.).
 GZ0017
 GZ0017.The modeled gravity was interpolated from observed gravity values.
 GZ0017
 GZ0017;                    North         East    Units  Estimated Accuracy
 GZ0017;SPC KY1Z     - 1,178,820.    1,651,850.      MT  (+/- 180 meters Scaled)
 GZ0017
 GZ0017                          SUPERSEDED SURVEY CONTROL
 GZ0017
 GZ0017  NGVD 29 (??/??/92)  258.551  (m)          848.26   (f) ADJ UNCH    1 2
 GZ0017
 GZ0017.Superseded values are not recommended for survey control.
 GZ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0017.See file dsdata.txt to determine how the superseded data were derived.
 GZ0017
 GZ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH616024(NAD 83)
 GZ0017_MARKER: DB = BENCH MARK DISK
 GZ0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0017_STAMPING: E 159 1950 848.263
 GZ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0017+STABILITY: SURFACE MOTION
 GZ0017
 GZ0017  HISTORY     - Date     Condition        Report By
 GZ0017  HISTORY     - 1950     MONUMENTED       CGS
 GZ0017  HISTORY     - 1958     GOOD             NGS
 GZ0017
 GZ0017                          STATION DESCRIPTION
 GZ0017
 GZ0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0017'3.8 MI NW FROM WEST BEND.
 GZ0017'ABOUT 3.8 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 GZ0017'OFFICE AT WEST BEND, ABOUT 3.85 MILES SOUTHEAST OF CONSOLIDATED
 GZ0017'SCHOOL AT PILOT VIEW, ABOUT 0.95 MILE WEST OF THE JUNCTION OF A
 GZ0017'BLACK TOP ROAD LEADING NORTH TO INDIAN FIELDS AND KIDDVILLE, 23
 GZ0017'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 42 FEET WEST OF THE
 GZ0017'CENTER LINE OF A FENCED LANE LEADING SOUTH, 12 FEET WEST OF
 GZ0017'TELEPHONE POLE NO. 464, 1 FOOT NORTH OF A FENCE LINE, 20 FEET
 GZ0017'WEST OF THE WEST GATE POST OF A GATE IN FENCE LINE, 2 1/2 FEET
 GZ0017'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GZ0017'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0017
 GZ0017                          STATION RECOVERY (1958)
 GZ0017
 GZ0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0879 ***********************************************************************
 GY0879  DESIGNATION -  E 16
 GY0879  PID         -  GY0879
 GY0879  STATE/COUNTY-  KY/LETCHER
 GY0879  USGS QUAD   -  WHITESBURG (1978)
 GY0879
 GY0879                         *CURRENT SURVEY CONTROL
 GY0879  ___________________________________________________________________
 GY0879* NAD 83(1986)-  37 07 05.     (N)    082 49 34.     (W)     SCALED    
 GY0879* NAVD 88     -       354.181  (meters)    1162.01   (feet)  ADJUSTED  
 GY0879  ___________________________________________________________________
 GY0879  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GY0879  DYNAMIC HT  -         353.883 (meters)    1161.03  (feet)  COMP
 GY0879  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 GY0879
 GY0879  VERT ORDER  -  FIRST     CLASS II
 GY0879
 GY0879.The horizontal coordinates were scaled from a topographic map and have
 GY0879.an estimated accuracy of +/- 6 seconds.
 GY0879
 GY0879.The orthometric height was determined by differential leveling
 GY0879.and adjusted by the National Geodetic Survey in June 1991..
 GY0879
 GY0879.The geoid height was determined by GEOID03.
 GY0879
 GY0879.The dynamic height is computed by dividing the NAVD 88
 GY0879.geopotential number by the normal gravity value computed on the
 GY0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0879.degrees latitude (g = 980.6199 gals.).
 GY0879
 GY0879.The modeled gravity was interpolated from observed gravity values.
 GY0879
 GY0879;                    North         East    Units  Estimated Accuracy
 GY0879;SPC KY1Z     - 1,091,160.    1,759,810.      MT  (+/- 180 meters Scaled)
 GY0879
 GY0879                          SUPERSEDED SURVEY CONTROL
 GY0879
 GY0879  NGVD 29 (??/??/92)  354.34   (m)         1162.5    (f) COMPUTED    1 2
 GY0879
 GY0879.Superseded values are not recommended for survey control.
 GY0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0879.See file dsdata.txt to determine how the superseded data were derived.
 GY0879
 GY0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB377095(NAD 83)
 GY0879_MARKER: DB = BENCH MARK DISK
 GY0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0879_STAMPING: E 16 1930
 GY0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0879+STABILITY: SURFACE MOTION
 GY0879
 GY0879  HISTORY     - Date     Condition        Report By
 GY0879  HISTORY     - 1930     MONUMENTED       CGS
 GY0879
 GY0879                          STATION DESCRIPTION
 GY0879
 GY0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 GY0879'AT WHITESBURG.
 GY0879'THE MARK IS AT WHITESBURG AND IN THE NORTHEAST CORNER OF THE
 GY0879'COURT HOUSE PROPERTY, 33.63 FEET NORTHEAST OF THE NORTHEAST
 GY0879'CORNER OF THE COURT HOUSE, 8.78 FEET NORTHWEST OF THE SOUTHEAST
 GY0879'WALL, 32.0 FEET SOUTHWEST OF THE NORTHEAST WALL, AND SET IN A
 GY0879'CONCRETE POST EXTENDING ABOUT FOUR INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0880 ***********************************************************************
 GY0880  DESIGNATION -  E 16 RESET 1953
 GY0880  PID         -  GY0880
 GY0880  STATE/COUNTY-  KY/LETCHER
 GY0880  USGS QUAD   -  WHITESBURG (1978)
 GY0880
 GY0880                         *CURRENT SURVEY CONTROL
 GY0880  ___________________________________________________________________
 GY0880* NAD 83(1986)-  37 07 04.     (N)    082 49 32.     (W)     SCALED    
 GY0880* NAVD 88     -       354.583  (meters)    1163.33   (feet)  ADJUSTED  
 GY0880  ___________________________________________________________________
 GY0880  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GY0880  DYNAMIC HT  -         354.285 (meters)    1162.35  (feet)  COMP
 GY0880  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 GY0880
 GY0880  VERT ORDER  -  FIRST     CLASS I
 GY0880
 GY0880.The horizontal coordinates were scaled from a topographic map and have
 GY0880.an estimated accuracy of +/- 6 seconds.
 GY0880
 GY0880.The orthometric height was determined by differential leveling
 GY0880.and adjusted by the National Geodetic Survey in June 1991..
 GY0880
 GY0880.The geoid height was determined by GEOID03.
 GY0880
 GY0880.The dynamic height is computed by dividing the NAVD 88
 GY0880.geopotential number by the normal gravity value computed on the
 GY0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0880.degrees latitude (g = 980.6199 gals.).
 GY0880
 GY0880.The modeled gravity was interpolated from observed gravity values.
 GY0880
 GY0880;                    North         East    Units  Estimated Accuracy
 GY0880;SPC KY1Z     - 1,091,130.    1,759,860.      MT  (+/- 180 meters Scaled)
 GY0880
 GY0880                          SUPERSEDED SURVEY CONTROL
 GY0880
 GY0880  NGVD 29 (??/??/92)  354.742  (m)         1163.85   (f) ADJ UNCH    1 1
 GY0880
 GY0880.Superseded values are not recommended for survey control.
 GY0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0880.See file dsdata.txt to determine how the superseded data were derived.
 GY0880
 GY0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB378094(NAD 83)
 GY0880_MARKER: DB = BENCH MARK DISK
 GY0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0880_SP_SET: STEPS
 GY0880_STAMPING: E 16 RESET 1953 1163.849
 GY0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0880
 GY0880  HISTORY     - Date     Condition        Report By
 GY0880  HISTORY     - 1953     MONUMENTED       CGS
 GY0880  HISTORY     - 1967     GOOD             NGS
 GY0880
 GY0880                          STATION DESCRIPTION
 GY0880
 GY0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0880'0.2 MI NW FROM WHITESBURG.
 GY0880'ABOUT 0.15 MILE NORTHWEST ALONG MAIN STREET, WHICH IS U.S. HIGHWAY
 GY0880'15, FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT WHITESBURG,
 GY0880'34 1/2 FEET NORTH OF THE NORTH CURB OF MAIN STREET, SET IN THE
 GY0880'TOP OF THE EAST END OF THE UPPERMOST OF A FLIGHT OF CONCRETE
 GY0880'STEPS WHICH LEAD TO THE BASEMENT OF THE POST OFFICE BUILDING,
 GY0880'5 1/2 FEET NORTH OF THE SOUTHWEST CORNER OF THE POST OFFICE
 GY0880'BUILDING, 6 INCHES WEST OF THE WEST FACE OF THE BUILDING, AND ABOUT
 GY0880'3 FEET ABOVE THE LEVEL OF MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1115 ***********************************************************************
 HZ1115  DESIGNATION -  E 161
 HZ1115  PID         -  HZ1115
 HZ1115  STATE/COUNTY-  KY/HENRY
 HZ1115  USGS QUAD   -  SMITHFIELD (1993)
 HZ1115
 HZ1115                         *CURRENT SURVEY CONTROL
 HZ1115  ___________________________________________________________________
 HZ1115* NAD 83(1986)-  38 26 41.     (N)    085 19 15.     (W)     SCALED    
 HZ1115* NAVD 88     -       237.825  (meters)     780.26   (feet)  ADJUSTED  
 HZ1115  ___________________________________________________________________
 HZ1115  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ1115  DYNAMIC HT  -         237.664 (meters)     779.74  (feet)  COMP
 HZ1115  MODELED GRAV-     979,947.3   (mgal)                       NAVD 88
 HZ1115
 HZ1115  VERT ORDER  -  SECOND    CLASS 0
 HZ1115
 HZ1115.The horizontal coordinates were scaled from a topographic map and have
 HZ1115.an estimated accuracy of +/- 6 seconds.
 HZ1115
 HZ1115.The orthometric height was determined by differential leveling
 HZ1115.and adjusted by the National Geodetic Survey in June 1991..
 HZ1115
 HZ1115.The geoid height was determined by GEOID03.
 HZ1115
 HZ1115.The dynamic height is computed by dividing the NAVD 88
 HZ1115.geopotential number by the normal gravity value computed on the
 HZ1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1115.degrees latitude (g = 980.6199 gals.).
 HZ1115
 HZ1115.The modeled gravity was interpolated from observed gravity values.
 HZ1115
 HZ1115;                    North         East    Units  Estimated Accuracy
 HZ1115;SPC KY1Z     - 1,234,420.    1,537,460.      MT  (+/- 180 meters Scaled)
 HZ1115
 HZ1115                          SUPERSEDED SURVEY CONTROL
 HZ1115
 HZ1115  NGVD 29 (??/??/92)  237.990  (m)          780.81   (f) ADJ UNCH    2 0
 HZ1115
 HZ1115.Superseded values are not recommended for survey control.
 HZ1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1115.See file dsdata.txt to determine how the superseded data were derived.
 HZ1115
 HZ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH465564(NAD 83)
 HZ1115_MARKER: DB = BENCH MARK DISK
 HZ1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1115_STAMPING: E 161 1950
 HZ1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1115+STABILITY: SURFACE MOTION
 HZ1115
 HZ1115  HISTORY     - Date     Condition        Report By
 HZ1115  HISTORY     - 1950     MONUMENTED       CGS
 HZ1115  HISTORY     - 1963     GOOD             NGS
 HZ1115
 HZ1115                          STATION DESCRIPTION
 HZ1115
 HZ1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HZ1115'1.4 MI SW FROM PENDLETON.
 HZ1115'ABOUT 1.4 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1115'RAILROAD FROM THE STATION AT PENDLETON, AT THE CROSSING OF
 HZ1115'STATE HIGHWAY 146 LEADING EAST AND WEST, 47 FEET SOUTHEAST OF
 HZ1115'THE SOUTHEAST RAIL, 59 FEET SOUTH OF THE CENTER OF THE CROSSING,
 HZ1115'1 FOOT NORTHWEST OF A FENCE LINE, 26 FEET SOUTH OF A TELEPHONE
 HZ1115'POLE, 66 FEET SOUTHEAST AND ACROSS THE TRACK FROM A CROSSING
 HZ1115'WARNING SIGNAL, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 HZ1115'ABOUT 2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 HZ1115'POST PROJECTING 3 INCHES.
 HZ1115
 HZ1115                          STATION RECOVERY (1963)
 HZ1115
 HZ1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0225 ***********************************************************************
 GZ0225  DESIGNATION -  E 162
 GZ0225  PID         -  GZ0225
 GZ0225  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0225  USGS QUAD   -  WILDIE (1970)
 GZ0225
 GZ0225                         *CURRENT SURVEY CONTROL
 GZ0225  ___________________________________________________________________
 GZ0225* NAD 83(1986)-  37 22 49.     (N)    084 17 15.     (W)     SCALED    
 GZ0225* NAVD 88     -       281.175  (meters)     922.49   (feet)  ADJUSTED  
 GZ0225  ___________________________________________________________________
 GZ0225  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GZ0225  DYNAMIC HT  -         280.962 (meters)     921.79  (feet)  COMP
 GZ0225  MODELED GRAV-     979,866.2   (mgal)                       NAVD 88
 GZ0225
 GZ0225  VERT ORDER  -  SECOND    CLASS 0
 GZ0225
 GZ0225.The horizontal coordinates were scaled from a topographic map and have
 GZ0225.an estimated accuracy of +/- 6 seconds.
 GZ0225
 GZ0225.The orthometric height was determined by differential leveling
 GZ0225.and adjusted by the National Geodetic Survey in June 1991..
 GZ0225
 GZ0225.The geoid height was determined by GEOID03.
 GZ0225
 GZ0225.The dynamic height is computed by dividing the NAVD 88
 GZ0225.geopotential number by the normal gravity value computed on the
 GZ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0225.degrees latitude (g = 980.6199 gals.).
 GZ0225
 GZ0225.The modeled gravity was interpolated from observed gravity values.
 GZ0225
 GZ0225;                    North         East    Units  Estimated Accuracy
 GZ0225;SPC KY1Z     - 1,117,210.    1,629,520.      MT  (+/- 180 meters Scaled)
 GZ0225
 GZ0225                          SUPERSEDED SURVEY CONTROL
 GZ0225
 GZ0225  NGVD 29 (??/??/92)  281.339  (m)          923.03   (f) ADJ UNCH    2 0
 GZ0225
 GZ0225.Superseded values are not recommended for survey control.
 GZ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0225.See file dsdata.txt to determine how the superseded data were derived.
 GZ0225
 GZ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG401405(NAD 83)
 GZ0225_MARKER: DB = BENCH MARK DISK
 GZ0225_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0225_SP_SET: ROCK OUTCROP
 GZ0225_STAMPING: E 162 1950 923.026
 GZ0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0225+STABILITY: POSITION/ELEVATION WELL
 GZ0225
 GZ0225  HISTORY     - Date     Condition        Report By
 GZ0225  HISTORY     - 1950     MONUMENTED       CGS
 GZ0225  HISTORY     - 1958     GOOD             NGS
 GZ0225
 GZ0225                          STATION DESCRIPTION
 GZ0225
 GZ0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0225'1.2 MI N FROM BRUSH CREEK.
 GZ0225'ABOUT 1.2 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0225'FROM BRUSH CREEK (ORLANDO POST OFFICE), ABOUT 0.55 MILE SOUTH OF
 GZ0225'WAITING BOOTH AT HUMMEL, ABOUT 0.55 MILE NORTHWEST OF THE
 GZ0225'NORTHWEST END OF BRIDGE NO. 68 AND A TUNNEL, SET IN THE TOP OF A
 GZ0225'LONG OUTCROP OF ROCK, 12 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 GZ0225'THE NORTHEAST TRACK, 12 FEET NORTHWEST OF THE SOUTHEAST END OF
 GZ0225'OUTCROP, 6 INCHES NORTHEAST OF SOUTHWEST EDGE OF ROCK OUTCROP,
 GZ0225'JUST ABOVE A 1-FOOT TRIANGLE CHISELED IN VERTICAL SOUTHWEST
 GZ0225'FACE OF SAME OUTCROP AND ABOUT 1/2 FOOT ABOVE THE TRACK.
 GZ0225
 GZ0225                          STATION RECOVERY (1958)
 GZ0225
 GZ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0197 ***********************************************************************
 GZ0197  DESIGNATION -  E 163
 GZ0197  PID         -  GZ0197
 GZ0197  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0197  USGS QUAD   -  JOHNETTA (1987)
 GZ0197
 GZ0197                         *CURRENT SURVEY CONTROL
 GZ0197  ___________________________________________________________________
 GZ0197* NAD 83(1986)-  37 28 16.     (N)    084 14 28.     (W)     SCALED    
 GZ0197* NAVD 88     -       406.370  (meters)    1333.23   (feet)  ADJUSTED  
 GZ0197  ___________________________________________________________________
 GZ0197  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GZ0197  DYNAMIC HT  -         406.060 (meters)    1332.22  (feet)  COMP
 GZ0197  MODELED GRAV-     979,856.0   (mgal)                       NAVD 88
 GZ0197
 GZ0197  VERT ORDER  -  SECOND    CLASS 0
 GZ0197
 GZ0197.The horizontal coordinates were scaled from a topographic map and have
 GZ0197.an estimated accuracy of +/- 6 seconds.
 GZ0197
 GZ0197.The orthometric height was determined by differential leveling
 GZ0197.and adjusted by the National Geodetic Survey in June 1991..
 GZ0197
 GZ0197.The geoid height was determined by GEOID03.
 GZ0197
 GZ0197.The dynamic height is computed by dividing the NAVD 88
 GZ0197.geopotential number by the normal gravity value computed on the
 GZ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0197.degrees latitude (g = 980.6199 gals.).
 GZ0197
 GZ0197.The modeled gravity was interpolated from observed gravity values.
 GZ0197
 GZ0197;                    North         East    Units  Estimated Accuracy
 GZ0197;SPC KY1Z     - 1,127,350.    1,633,460.      MT  (+/- 180 meters Scaled)
 GZ0197
 GZ0197                          SUPERSEDED SURVEY CONTROL
 GZ0197
 GZ0197  NGVD 29 (??/??/92)  406.523  (m)         1333.73   (f) ADJ UNCH    2 0
 GZ0197
 GZ0197.Superseded values are not recommended for survey control.
 GZ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0197.See file dsdata.txt to determine how the superseded data were derived.
 GZ0197
 GZ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG439507(NAD 83)
 GZ0197_MARKER: DB = BENCH MARK DISK
 GZ0197_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0197_SP_SET: ROCK OUTCROP
 GZ0197_STAMPING: E 163 1950 1333.734
 GZ0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0197+STABILITY: POSITION/ELEVATION WELL
 GZ0197
 GZ0197  HISTORY     - Date     Condition        Report By
 GZ0197  HISTORY     - 1950     MONUMENTED       CGS
 GZ0197  HISTORY     - 1957     GOOD             NGS
 GZ0197
 GZ0197                          STATION DESCRIPTION
 GZ0197
 GZ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0197'1.4 MI SW FROM CLIMAX.
 GZ0197'ABOUT 0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 GZ0197'AND ANGLIN STORE AT CLIMAX, THENCE ABOUT 0.9 MILE WEST ALONG A
 GZ0197'SMALLER GRAVEL ROAD LEADING TO CLEAR CREEK ROAD, ABOUT 0.55 MILE
 GZ0197'WEST OF FORESYTHE STORE, ABOUT 0.3 MILE WEST OF THE TOP OF A GRADE,
 GZ0197'ABOUT 0.45 MILE EAST OF THE JUNCTION OF A SMALL ROAD LEADING
 GZ0197'NORTH AND BRIDGE OVER A SMALL STREAM, ABOUT 0.95 MILE EAST OF THE
 GZ0197'JUNCTION OF CLEAR CREEK ROAD, ABOUT 0.45 MILE EAST OF THE BOTTOM
 GZ0197'OF A LONG STEEP GRADE, 10 FEET NORTH OF THE CENTER LINE OF THE
 GZ0197'ROAD AND ON OUTSIDE OF A CURVE, SET IN THE TOP OF A SLANTING DARK
 GZ0197'ROCK OUTCROP PROJECTING OUT OF CUT BANK (ROCK IS ABOUT 12 FEET
 GZ0197'LONG (EAST-WEST) AND ABOUT 4 FEET HIGH), AND ABOUT 3 1/2 FEET
 GZ0197'ABOVE THE ROAD.  RECOVERED AS DESCRIBED IN JUNE 1957.  NOTE-- MARK
 GZ0197'MAY BE REACHED FROM BEREA, MADISON COUNTY BY GOING ABOUT 4.8 MILES
 GZ0197'SOUTHEAST ALONG SCAFFOLD CANE PIKE FROM ITS JUNCTION WITH U.S.
 GZ0197'HIGHWAY 25 AND BOONE TAVERN, THENCE ABOUT 2.2 MILES SOUTHEAST
 GZ0197'ALONG A GRAVEL ROAD LEADING TO DISPUTANTA, THENCE ABOUT 1.4 MILES
 GZ0197'SOUTH ALONG CLEAR CREEK ROAD, THENCE ABOUT 0.95 MILE EAST ALONG
 GZ0197'GRAVELROAD.  NOTE-- MARK MAY BE REACHED FROM POST OFFICE AT
 GZ0197'WILDIE BY GOING ABOUT 5.75 MILES NORTHEAST ALONG CLEAR CREEK ROAD
 GZ0197'THENCE ABOUT 0.95 MILE EAST ALONG A GRAVEL ROAD.
 GZ0197
 GZ0197                          STATION RECOVERY (1957)
 GZ0197
 GZ0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0356 ***********************************************************************
 GZ0356  DESIGNATION -  E 164
 GZ0356  PID         -  GZ0356
 GZ0356  STATE/COUNTY-  KY/JACKSON
 GZ0356  USGS QUAD   -  SANDGAP (1976)
 GZ0356
 GZ0356                         *CURRENT SURVEY CONTROL
 GZ0356  ___________________________________________________________________
 GZ0356* NAD 83(1986)-  37 22 41.     (N)    084 02 40.     (W)     SCALED    
 GZ0356* NAVD 88     -       289.495  (meters)     949.78   (feet)  ADJUSTED  
 GZ0356  ___________________________________________________________________
 GZ0356  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GZ0356  DYNAMIC HT  -         289.268 (meters)     949.04  (feet)  COMP
 GZ0356  MODELED GRAV-     979,841.3   (mgal)                       NAVD 88
 GZ0356
 GZ0356  VERT ORDER  -  SECOND    CLASS 0
 GZ0356
 GZ0356.The horizontal coordinates were scaled from a topographic map and have
 GZ0356.an estimated accuracy of +/- 6 seconds.
 GZ0356
 GZ0356.The orthometric height was determined by differential leveling
 GZ0356.and adjusted by the National Geodetic Survey in June 1991..
 GZ0356
 GZ0356.The geoid height was determined by GEOID03.
 GZ0356
 GZ0356.The dynamic height is computed by dividing the NAVD 88
 GZ0356.geopotential number by the normal gravity value computed on the
 GZ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0356.degrees latitude (g = 980.6199 gals.).
 GZ0356
 GZ0356.The modeled gravity was interpolated from observed gravity values.
 GZ0356
 GZ0356;                    North         East    Units  Estimated Accuracy
 GZ0356;SPC KY1Z     - 1,117,330.    1,651,040.      MT  (+/- 180 meters Scaled)
 GZ0356
 GZ0356                          SUPERSEDED SURVEY CONTROL
 GZ0356
 GZ0356  NGVD 29 (??/??/92)  289.649  (m)          950.29   (f) ADJ UNCH    2 0
 GZ0356
 GZ0356.Superseded values are not recommended for survey control.
 GZ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0356.See file dsdata.txt to determine how the superseded data were derived.
 GZ0356
 GZ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG616409(NAD 83)
 GZ0356_MARKER: DB = BENCH MARK DISK
 GZ0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0356_SP_SET: BRIDGE
 GZ0356_STAMPING: E 164 1950 950.290
 GZ0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0356
 GZ0356  HISTORY     - Date     Condition        Report By
 GZ0356  HISTORY     - 1950     MONUMENTED       CGS
 GZ0356  HISTORY     - 1957     GOOD             NGS
 GZ0356
 GZ0356                          STATION DESCRIPTION
 GZ0356
 GZ0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0356'6.4 MI SW FROM MC KEE.
 GZ0356'ABOUT 0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE COURT
 GZ0356'HOUSE AT MC KEE, THENCE ABOUT 5.9 MILES SOUTHWEST ALONG A GRAVEL
 GZ0356'ROAD LEADING TO LIVINGSTON, SET IN THE TOP OF THE NORTHEAST END
 GZ0356'OF THE SOUTHEAST CONCRETE HEAD WALL OF A 20-FOOT CONCRETE AND
 GZ0356'STONE BRIDGE OVER BILLS BRANCH, 9 FEET SOUTHEAST OF THE CENTER
 GZ0356'LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE THE ROAD.
 GZ0356
 GZ0356                          STATION RECOVERY (1957)
 GZ0356
 GZ0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2562 ***********************************************************************
 GY2562  DESIGNATION -  E 165
 GY2562  PID         -  GY2562
 GY2562  STATE/COUNTY-  KY/OWSLEY
 GY2562  USGS QUAD   -  STURGEON (1976)
 GY2562
 GY2562                         *CURRENT SURVEY CONTROL
 GY2562  ___________________________________________________________________
 GY2562* NAD 83(1986)-  37 28 14.     (N)    083 46 51.     (W)     SCALED    
 GY2562* NAVD 88     -       322.151  (meters)    1056.92   (feet)  ADJUSTED  
 GY2562  ___________________________________________________________________
 GY2562  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GY2562  DYNAMIC HT  -         321.904 (meters)    1056.11  (feet)  COMP
 GY2562  MODELED GRAV-     979,854.0   (mgal)                       NAVD 88
 GY2562
 GY2562  VERT ORDER  -  SECOND    CLASS 0
 GY2562
 GY2562.The horizontal coordinates were scaled from a topographic map and have
 GY2562.an estimated accuracy of +/- 6 seconds.
 GY2562
 GY2562.The orthometric height was determined by differential leveling
 GY2562.and adjusted by the National Geodetic Survey in June 1991..
 GY2562
 GY2562.The geoid height was determined by GEOID03.
 GY2562
 GY2562.The dynamic height is computed by dividing the NAVD 88
 GY2562.geopotential number by the normal gravity value computed on the
 GY2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2562.degrees latitude (g = 980.6199 gals.).
 GY2562
 GY2562.The modeled gravity was interpolated from observed gravity values.
 GY2562
 GY2562;                    North         East    Units  Estimated Accuracy
 GY2562;SPC KY1Z     - 1,128,050.    1,674,170.      MT  (+/- 180 meters Scaled)
 GY2562
 GY2562                          SUPERSEDED SURVEY CONTROL
 GY2562
 GY2562  NGVD 29 (??/??/92)  322.316  (m)         1057.47   (f) ADJ UNCH    2 0
 GY2562
 GY2562.Superseded values are not recommended for survey control.
 GY2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2562.See file dsdata.txt to determine how the superseded data were derived.
 GY2562
 GY2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB540507(NAD 83)
 GY2562_MARKER: DB = BENCH MARK DISK
 GY2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2562_STAMPING: E 165 1950 1057.465
 GY2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2562+STABILITY: SURFACE MOTION
 GY2562
 GY2562  HISTORY     - Date     Condition        Report By
 GY2562  HISTORY     - 1950     MONUMENTED       CGS
 GY2562  HISTORY     - 1957     GOOD             NGS
 GY2562
 GY2562                          STATION DESCRIPTION
 GY2562
 GY2562'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2562'0.5 MI NW FROM VINCENT.
 GY2562'ABOUT 0.5 MILE WEST AND NORTHWEST ALONG ROAD FROM THE CROSSROADS
 GY2562'AT VINCENT, ABOUT 0.3 MILE NORTHWEST OF NEEDMORE SCHOOL, ABOUT
 GY2562'0.15 MILE NORTHWEST OF THE JUNCTION OF ROAD NORTHEAST, AT THE JUNCTION
 GY2562'OF A WOODS TRAIL LEADING SOUTH, 19 FEET SOUTHWEST OF THE CENTER
 GY2562'LINE OF THE ROAD AND CENTER OF JUNCTION, 7 FEET NORTHEAST OF A
 GY2562'20-INCH WHITE OAK TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 GY2562'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 GY2562'POST PROJECTING 4 INCHES.
 GY2562
 GY2562                          STATION RECOVERY (1957)
 GY2562
 GY2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2542 ***********************************************************************
 GY2542  DESIGNATION -  E 166
 GY2542  PID         -  GY2542
 GY2542  STATE/COUNTY-  KY/JACKSON
 GY2542  USGS QUAD   -  MC KEE (1976)
 GY2542
 GY2542                         *CURRENT SURVEY CONTROL
 GY2542  ___________________________________________________________________
 GY2542* NAD 83(1986)-  37 28 37.     (N)    083 59 57.     (W)     SCALED    
 GY2542* NAVD 88     -       435.246  (meters)    1427.97   (feet)  ADJUSTED  
 GY2542  ___________________________________________________________________
 GY2542  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GY2542  DYNAMIC HT  -         434.905 (meters)    1426.85  (feet)  COMP
 GY2542  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 GY2542
 GY2542  VERT ORDER  -  SECOND    CLASS 0
 GY2542
 GY2542.The horizontal coordinates were scaled from a topographic map and have
 GY2542.an estimated accuracy of +/- 6 seconds.
 GY2542
 GY2542.The orthometric height was determined by differential leveling
 GY2542.and adjusted by the National Geodetic Survey in June 1991..
 GY2542
 GY2542.The geoid height was determined by GEOID03.
 GY2542
 GY2542.The dynamic height is computed by dividing the NAVD 88
 GY2542.geopotential number by the normal gravity value computed on the
 GY2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2542.degrees latitude (g = 980.6199 gals.).
 GY2542
 GY2542.The modeled gravity was interpolated from observed gravity values.
 GY2542
 GY2542;                    North         East    Units  Estimated Accuracy
 GY2542;SPC KY1Z     - 1,128,370.    1,654,850.      MT  (+/- 180 meters Scaled)
 GY2542
 GY2542                          SUPERSEDED SURVEY CONTROL
 GY2542
 GY2542  NGVD 29 (??/??/92)  435.398  (m)         1428.47   (f) ADJ UNCH    2 0
 GY2542
 GY2542.Superseded values are not recommended for survey control.
 GY2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2542.See file dsdata.txt to determine how the superseded data were derived.
 GY2542
 GY2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB347520(NAD 83)
 GY2542_MARKER: DB = BENCH MARK DISK
 GY2542_SETTING: 66 = SET IN ROCK OUTCROP
 GY2542_SP_SET: BEDROCK
 GY2542_STAMPING: E 166 1950 1428.468
 GY2542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2542+STABILITY: POSITION/ELEVATION WELL
 GY2542
 GY2542  HISTORY     - Date     Condition        Report By
 GY2542  HISTORY     - 1950     MONUMENTED       CGS
 GY2542  HISTORY     - 1957     GOOD             NGS
 GY2542
 GY2542                          STATION DESCRIPTION
 GY2542
 GY2542'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2542'4.9 MI N FROM MC KEE.
 GY2542'ABOUT 2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE COURT
 GY2542'HOUSE AT MC KEE, THENCE ABOUT 1.8 MILES NORTHEAST ALONG SAND
 GY2542'LICK CREEK ROAD, THENCE ABOUT 0.5 MILE NORTHEAST ALONG A TRAIL
 GY2542'LEADING TO STATE HIGHWAY 89, ABOUT 0.75 MILE WEST OF THE JUNCTION
 GY2542'OF HIGHWAY 89, 120 YARDS NORTH OF NORTH END OF A ROCK CUT, 58
 GY2542'FEET WEST OF THE CENTER LINE OF TRAIL, 8 FEET WEST OF THE CENTER
 GY2542'LINE OF AN ABANDONED TRAIL, SET IN THE TOP AND NEAR THE HIGHEST
 GY2542'PART OF FLAT BED ROCK AND ABOUT LEVEL WITH THE TRAILS.
 GY2542
 GY2542                          STATION RECOVERY (1957)
 GY2542
 GY2542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2598 ***********************************************************************
 GY2598  DESIGNATION -  E 167
 GY2598  PID         -  GY2598
 GY2598  STATE/COUNTY-  KY/OWSLEY
 GY2598  USGS QUAD   -  BOONEVILLE (1978)
 GY2598
 GY2598                         *CURRENT SURVEY CONTROL
 GY2598  ___________________________________________________________________
 GY2598* NAD 83(1986)-  37 22 46.     (N)    083 42 05.     (W)     SCALED    
 GY2598* NAVD 88     -       223.531  (meters)     733.37   (feet)  ADJUSTED  
 GY2598  ___________________________________________________________________
 GY2598  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY2598  DYNAMIC HT  -         223.358 (meters)     732.80  (feet)  COMP
 GY2598  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 GY2598
 GY2598  VERT ORDER  -  SECOND    CLASS 0
 GY2598
 GY2598.The horizontal coordinates were scaled from a topographic map and have
 GY2598.an estimated accuracy of +/- 6 seconds.
 GY2598
 GY2598.The orthometric height was determined by differential leveling
 GY2598.and adjusted by the National Geodetic Survey in June 1991..
 GY2598
 GY2598.The geoid height was determined by GEOID03.
 GY2598
 GY2598.The dynamic height is computed by dividing the NAVD 88
 GY2598.geopotential number by the normal gravity value computed on the
 GY2598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2598.degrees latitude (g = 980.6199 gals.).
 GY2598
 GY2598.The modeled gravity was interpolated from observed gravity values.
 GY2598
 GY2598;                    North         East    Units  Estimated Accuracy
 GY2598;SPC KY1Z     - 1,118,090.    1,681,420.      MT  (+/- 180 meters Scaled)
 GY2598
 GY2598                          SUPERSEDED SURVEY CONTROL
 GY2598
 GY2598  NGVD 29 (??/??/92)  223.696  (m)          733.91   (f) ADJ UNCH    2 0
 GY2598
 GY2598.Superseded values are not recommended for survey control.
 GY2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2598.See file dsdata.txt to determine how the superseded data were derived.
 GY2598
 GY2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB608403(NAD 83)
 GY2598_MARKER: DB = BENCH MARK DISK
 GY2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2598_STAMPING: E 167 1950 733.909
 GY2598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2598+STABILITY: SURFACE MOTION
 GY2598
 GY2598  HISTORY     - Date     Condition        Report By
 GY2598  HISTORY     - 1950     MONUMENTED       CGS
 GY2598  HISTORY     - 1957     GOOD             NGS
 GY2598  HISTORY     - 19930801 MARK NOT FOUND   KYDT
 GY2598
 GY2598                          STATION DESCRIPTION
 GY2598
 GY2598'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2598'1.4 MI SW FROM CONKLING.
 GY2598'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE POST
 GY2598'OFFICE AT CONKLING, THENCE ABOUT 0.55 MILE SOUTHWEST ALONG A
 GY2598'GRAVEL ROAD, THENCE ABOUT 0.45 MILE WEST ALONG A DIRT ROAD,
 GY2598'ABOUT 0.3 MILE WEST OF A SCHOOL, ABOUT 0.55 MILE SOUTHWEST
 GY2598'ALONG A GRAVEL ROAD, THENCE ABOUT 0.45 MILE WEST ALONG A DIRT
 GY2598'ROAD FROM STATE HIGHWAY 11 BRIDGE OVER ISLAND CREEK, 53 FEET
 GY2598'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF YARD
 GY2598'FENCE OF A WHITE FARM HOUSE, 7 FEET WEST OF A FENCE CORNER, 33
 GY2598'FEET NORTHEAST OF THE NORTHEAST CORNER OF FARM HOUSE, 22 FEET
 GY2598'SOUTH OF THE SOUTHWEST CORNER OF A BARN, 25 FEET NORTHWEST
 GY2598'OF THE NORTHWEST CORNER OF ANOTHER BARN, 2 FEET EAST OF A WHITE
 GY2598'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE ROAD AND SET IN
 GY2598'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE ROAD
 GY2598'IS NOW STATE HIGHWAY 846.
 GY2598
 GY2598                          STATION RECOVERY (1957)
 GY2598
 GY2598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2598'RECOVERED IN GOOD CONDITION.
 GY2598
 GY2598                          STATION RECOVERY (1993)
 GY2598
 GY2598'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GY2598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2515 ***********************************************************************
 GY2515  DESIGNATION -  E 168
 GY2515  PID         -  GY2515
 GY2515  STATE/COUNTY-  KY/OWSLEY
 GY2515  USGS QUAD   -  MISTLETOE (1979)
 GY2515
 GY2515                         *CURRENT SURVEY CONTROL
 GY2515  ___________________________________________________________________
 GY2515* NAD 83(1986)-  37 21 41.     (N)    083 36 32.     (W)     SCALED    
 GY2515* NAVD 88     -       243.296  (meters)     798.21   (feet)  ADJUSTED  
 GY2515  ___________________________________________________________________
 GY2515  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GY2515  DYNAMIC HT  -         243.103 (meters)     797.58  (feet)  COMP
 GY2515  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 GY2515
 GY2515  VERT ORDER  -  SECOND    CLASS 0
 GY2515
 GY2515.The horizontal coordinates were scaled from a topographic map and have
 GY2515.an estimated accuracy of +/- 6 seconds.
 GY2515
 GY2515.The orthometric height was determined by differential leveling
 GY2515.and adjusted by the National Geodetic Survey in June 1991..
 GY2515
 GY2515.The geoid height was determined by GEOID03.
 GY2515
 GY2515.The dynamic height is computed by dividing the NAVD 88
 GY2515.geopotential number by the normal gravity value computed on the
 GY2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2515.degrees latitude (g = 980.6199 gals.).
 GY2515
 GY2515.The modeled gravity was interpolated from observed gravity values.
 GY2515
 GY2515;                    North         East    Units  Estimated Accuracy
 GY2515;SPC KY1Z     - 1,116,270.    1,689,650.      MT  (+/- 180 meters Scaled)
 GY2515
 GY2515                          SUPERSEDED SURVEY CONTROL
 GY2515
 GY2515  NGVD 29 (??/??/92)  243.457  (m)          798.74   (f) ADJ UNCH    2 0
 GY2515
 GY2515.Superseded values are not recommended for survey control.
 GY2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2515.See file dsdata.txt to determine how the superseded data were derived.
 GY2515
 GY2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB689381(NAD 83)
 GY2515_MARKER: DB = BENCH MARK DISK
 GY2515_SETTING: 66 = SET IN ROCK OUTCROP
 GY2515_SP_SET: ROCK CUT
 GY2515_STAMPING: E 168 1950 798.742
 GY2515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2515+STABILITY: POSITION/ELEVATION WELL
 GY2515
 GY2515  HISTORY     - Date     Condition        Report By
 GY2515  HISTORY     - 1950     MONUMENTED       CGS
 GY2515  HISTORY     - 1957     GOOD             NGS
 GY2515
 GY2515                          STATION DESCRIPTION
 GY2515
 GY2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2515'3 MI W FROM LUCKY FORK.
 GY2515'ABOUT 3.05 MILES WEST ALONG A ROAD FOLLOWING LUCKY FORK FROM THE
 GY2515'SCHOOL AT LUCKY FORK, ABOUT 1.45 MILES EAST OF ROAD JUNCTION AND
 GY2515'BEE BRANCH SCHOOL, ABOUT 90 YARDS EAST OF CROSSING OF GAY CAMP
 GY2515'BRANCH, SET VERTICALLY IN THE ROUGH VERTICAL SOUTHWEST FACE OF A
 GY2515'ROCKY CUT, 11 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 96
 GY2515'YARDS NORTHWEST OF THE SOUTHEAST END OF CUT AND 24-INCH PIPE
 GY2515'CULVERT, AND ABOUT 4 1/2 FEET ABOVE THE ROAD.
 GY2515
 GY2515                          STATION RECOVERY (1957)
 GY2515
 GY2515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2505 ***********************************************************************
 GY2505  DESIGNATION -  E 169
 GY2505  PID         -  GY2505
 GY2505  STATE/COUNTY-  KY/BREATHITT
 GY2505  USGS QUAD   -  COWCREEK (1961)
 GY2505
 GY2505                         *CURRENT SURVEY CONTROL
 GY2505  ___________________________________________________________________
 GY2505* NAD 83(1986)-  37 29 39.     (N)    083 33 12.     (W)     SCALED    
 GY2505* NAVD 88     -       217.872  (meters)     714.80   (feet)  ADJUSTED  
 GY2505  ___________________________________________________________________
 GY2505  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GY2505  DYNAMIC HT  -         217.704 (meters)     714.25  (feet)  COMP
 GY2505  MODELED GRAV-     979,851.4   (mgal)                       NAVD 88
 GY2505
 GY2505  VERT ORDER  -  SECOND    CLASS 0
 GY2505
 GY2505.The horizontal coordinates were scaled from a topographic map and have
 GY2505.an estimated accuracy of +/- 6 seconds.
 GY2505
 GY2505.The orthometric height was determined by differential leveling
 GY2505.and adjusted by the National Geodetic Survey in June 1991..
 GY2505
 GY2505.The geoid height was determined by GEOID03.
 GY2505
 GY2505.The dynamic height is computed by dividing the NAVD 88
 GY2505.geopotential number by the normal gravity value computed on the
 GY2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2505.degrees latitude (g = 980.6199 gals.).
 GY2505
 GY2505.The modeled gravity was interpolated from observed gravity values.
 GY2505
 GY2505;                    North         East    Units  Estimated Accuracy
 GY2505;SPC KY1Z     - 1,131,120.    1,694,220.      MT  (+/- 180 meters Scaled)
 GY2505
 GY2505                          SUPERSEDED SURVEY CONTROL
 GY2505
 GY2505  NGVD 29 (??/??/92)  218.032  (m)          715.33   (f) ADJ UNCH    2 0
 GY2505
 GY2505.Superseded values are not recommended for survey control.
 GY2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2505.See file dsdata.txt to determine how the superseded data were derived.
 GY2505
 GY2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB742527(NAD 83)
 GY2505_MARKER: DB = BENCH MARK DISK
 GY2505_SETTING: 66 = SET IN ROCK OUTCROP
 GY2505_SP_SET: ROCK BANK
 GY2505_STAMPING: E 169 1950 715.327
 GY2505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2505+STABILITY: POSITION/ELEVATION WELL
 GY2505
 GY2505  HISTORY     - Date     Condition        Report By
 GY2505  HISTORY     - 1950     MONUMENTED       CGS
 GY2505  HISTORY     - 1957     GOOD             NGS
 GY2505  HISTORY     - 20020730 MARK NOT FOUND   KYDT
 GY2505
 GY2505                          STATION DESCRIPTION
 GY2505
 GY2505'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2505'0.9 MI SW FROM JETT CREEK.
 GY2505'ABOUT 0.9 MILE SOUTHWEST ALONG TRAIL FOLLOWING JETT CREEK FROM
 GY2505'POST OFFICE AT JETT CREEK, ABOUT 400 YARDS NORTH OF JETT CREEK
 GY2505'SCHOOL, ABOUT 85 YARDS NORTH OF THE JUNCTION OF LEFT FORK OF
 GY2505'JETT CREEK AND RIGHT FORK OF JETT CREEK, ABOUT 55 FEET WEST OF THE
 GY2505'CENTER OF JETT CREEK, SET VERTICALLY IN THE SOUTHEAST FACE OF
 GY2505'LAYERED ROCK BANK, ABOUT 11 FEET NORTHEAST OF THE SOUTHWEST END
 GY2505'OF EXPOSED PORTION OF ROCK AND ABOUT 10 FEET ABOVE CREEK BED.
 GY2505
 GY2505                          STATION RECOVERY (1957)
 GY2505
 GY2505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2505'RECOVERED IN GOOD CONDITION.
 GY2505
 GY2505                          STATION RECOVERY (2002)
 GY2505
 GY2505'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0398 ***********************************************************************
 GD0398  DESIGNATION -  E 17
 GD0398  PID         -  GD0398
 GD0398  STATE/COUNTY-  KY/FULTON
 GD0398  USGS QUAD   -  WATER VALLEY (1981)
 GD0398
 GD0398                         *CURRENT SURVEY CONTROL
 GD0398  ___________________________________________________________________
 GD0398* NAD 83(1986)-  36 30 41.     (N)    088 51 51.     (W)     SCALED    
 GD0398* NAVD 88     -       122.211  (meters)     400.95   (feet)  ADJUSTED  
 GD0398  ___________________________________________________________________
 GD0398  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GD0398  DYNAMIC HT  -         122.115 (meters)     400.64  (feet)  COMP
 GD0398  MODELED GRAV-     979,841.5   (mgal)                       NAVD 88
 GD0398
 GD0398  VERT ORDER  -  SECOND    CLASS 0
 GD0398
 GD0398.The horizontal coordinates were scaled from a topographic map and have
 GD0398.an estimated accuracy of +/- 6 seconds.
 GD0398
 GD0398.The orthometric height was determined by differential leveling
 GD0398.and adjusted by the National Geodetic Survey in June 1991..
 GD0398
 GD0398.The geoid height was determined by GEOID03.
 GD0398
 GD0398.The dynamic height is computed by dividing the NAVD 88
 GD0398.geopotential number by the normal gravity value computed on the
 GD0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0398.degrees latitude (g = 980.6199 gals.).
 GD0398
 GD0398.The modeled gravity was interpolated from observed gravity values.
 GD0398
 GD0398;                    North         East    Units  Estimated Accuracy
 GD0398;SPC KY1Z     - 1,024,420.    1,221,040.      MT  (+/- 180 meters Scaled)
 GD0398
 GD0398                          SUPERSEDED SURVEY CONTROL
 GD0398
 GD0398  NGVD 29 (??/??/??)  122.187  (m)          400.88   (f) ADJUSTED    2 0
 GD0398
 GD0398.Superseded values are not recommended for survey control.
 GD0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0398.See file dsdata.txt to determine how the superseded data were derived.
 GD0398
 GD0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF330422(NAD 83)
 GD0398_MARKER: DB = BENCH MARK DISK
 GD0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0398_STAMPING: E 17 1933
 GD0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0398+STABILITY: SURFACE MOTION
 GD0398
 GD0398  HISTORY     - Date     Condition        Report By
 GD0398  HISTORY     - 1933     MONUMENTED       CGS
 GD0398  HISTORY     - 1948     GOOD             CGS
 GD0398  HISTORY     - 20020817 MARK NOT FOUND   USACE
 GD0398
 GD0398                          STATION DESCRIPTION
 GD0398
 GD0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0398'0.5 MI NE FROM FULTON.
 GD0398'ABOUT 0.5 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0398'THE STATION AT FULTON, ABOUT 0.25 MILE NORTHEAST OF MILE POST
 GD0398'269, DIRECTLY OPPOSITE THE ENTRANCE TO THE STANDARD OIL COMPANY
 GD0398'BULK PLANT, 47.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GD0398'TRACK, 19.5 FEET NORTHEAST OF A T FENCE CORNER, 97.5 FEET
 GD0398'NORTHEAST OF POLE NO. 7800, 2 FEET SOUTHEAST OF A FENCE LINE, 1
 GD0398'FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 GD0398'TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 GD0398'GROUND.
 GD0398
 GD0398                          STATION RECOVERY (2002)
 GD0398
 GD0398'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2528 ***********************************************************************
 GY2528  DESIGNATION -  E 170
 GY2528  PID         -  GY2528
 GY2528  STATE/COUNTY-  KY/BREATHITT
 GY2528  USGS QUAD   -  COWCREEK (1961)
 GY2528
 GY2528                         *CURRENT SURVEY CONTROL
 GY2528  ___________________________________________________________________
 GY2528* NAD 83(1986)-  37 28 05.     (N)    083 31 28.     (W)     SCALED    
 GY2528* NAVD 88     -       240.035  (meters)     787.51   (feet)  ADJUSTED  
 GY2528  ___________________________________________________________________
 GY2528  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GY2528  DYNAMIC HT  -         239.849 (meters)     786.90  (feet)  COMP
 GY2528  MODELED GRAV-     979,846.3   (mgal)                       NAVD 88
 GY2528
 GY2528  VERT ORDER  -  SECOND    CLASS 0
 GY2528
 GY2528.The horizontal coordinates were scaled from a topographic map and have
 GY2528.an estimated accuracy of +/- 6 seconds.
 GY2528
 GY2528.The orthometric height was determined by differential leveling
 GY2528.and adjusted by the National Geodetic Survey in June 1991..
 GY2528
 GY2528.The geoid height was determined by GEOID03.
 GY2528
 GY2528.The dynamic height is computed by dividing the NAVD 88
 GY2528.geopotential number by the normal gravity value computed on the
 GY2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2528.degrees latitude (g = 980.6199 gals.).
 GY2528
 GY2528.The modeled gravity was interpolated from observed gravity values.
 GY2528
 GY2528;                    North         East    Units  Estimated Accuracy
 GY2528;SPC KY1Z     - 1,128,280.    1,696,850.      MT  (+/- 180 meters Scaled)
 GY2528
 GY2528                          SUPERSEDED SURVEY CONTROL
 GY2528
 GY2528  NGVD 29 (??/??/92)  240.194  (m)          788.04   (f) ADJ UNCH    2 0
 GY2528
 GY2528.Superseded values are not recommended for survey control.
 GY2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2528.See file dsdata.txt to determine how the superseded data were derived.
 GY2528
 GY2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB767497(NAD 83)
 GY2528_MARKER: DB = BENCH MARK DISK
 GY2528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2528_SP_SET: CULVERT
 GY2528_STAMPING: E 170 1950 788.036
 GY2528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2528+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GY2528
 GY2528  HISTORY     - Date     Condition        Report By
 GY2528  HISTORY     - 1950     MONUMENTED       CGS
 GY2528  HISTORY     - 1957     GOOD             NGS
 GY2528  HISTORY     - 20020730 GOOD             KYDT
 GY2528
 GY2528                          STATION DESCRIPTION
 GY2528
 GY2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2528'0.6 MI SW FROM TURKEY.
 GY2528'ABOUT 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE SCHOOL
 GY2528'AT TURKEY, ABOUT 60 YARDS EAST AND ACROSS HIGHWAY FROM CALLAHANS
 GY2528'STORE, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF
 GY2528'A 6-FOOT SKEW CULVERT FOR A SMALL CREEK BRANCH, 17 FEET SOUTH OF
 GY2528'THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 GY2528
 GY2528                          STATION RECOVERY (1957)
 GY2528
 GY2528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2528'RECOVERED IN GOOD CONDITION.
 GY2528
 GY2528                          STATION RECOVERY (2002)
 GY2528
 GY2528'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2068 ***********************************************************************
 GY2068  DESIGNATION -  E 171
 GY2068  PID         -  GY2068
 GY2068  STATE/COUNTY-  KY/BREATHITT
 GY2068  USGS QUAD   -  HADDIX (1972)
 GY2068
 GY2068                         *CURRENT SURVEY CONTROL
 GY2068  ___________________________________________________________________
 GY2068* NAD 83(1986)-  37 28 56.     (N)    083 20 23.     (W)     SCALED    
 GY2068* NAVD 88     -       234.464  (meters)     769.24   (feet)  ADJUSTED  
 GY2068  ___________________________________________________________________
 GY2068  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GY2068  DYNAMIC HT  -         234.285 (meters)     768.65  (feet)  COMP
 GY2068  MODELED GRAV-     979,861.2   (mgal)                       NAVD 88
 GY2068
 GY2068  VERT ORDER  -  SECOND    CLASS 0
 GY2068
 GY2068.The horizontal coordinates were scaled from a topographic map and have
 GY2068.an estimated accuracy of +/- 6 seconds.
 GY2068
 GY2068.The orthometric height was determined by differential leveling
 GY2068.and adjusted by the National Geodetic Survey in June 1991..
 GY2068
 GY2068.The geoid height was determined by GEOID03.
 GY2068
 GY2068.The dynamic height is computed by dividing the NAVD 88
 GY2068.geopotential number by the normal gravity value computed on the
 GY2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2068.degrees latitude (g = 980.6199 gals.).
 GY2068
 GY2068.The modeled gravity was interpolated from observed gravity values.
 GY2068
 GY2068;                    North         East    Units  Estimated Accuracy
 GY2068;SPC KY1Z     - 1,130,260.    1,713,140.      MT  (+/- 180 meters Scaled)
 GY2068
 GY2068                          SUPERSEDED SURVEY CONTROL
 GY2068
 GY2068  NGVD 29 (??/??/92)  234.622  (m)          769.76   (f) ADJ UNCH    2 0
 GY2068
 GY2068.Superseded values are not recommended for survey control.
 GY2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2068.See file dsdata.txt to determine how the superseded data were derived.
 GY2068
 GY2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB931509(NAD 83)
 GY2068_MARKER: DB = BENCH MARK DISK
 GY2068_SETTING: 66 = SET IN ROCK OUTCROP
 GY2068_SP_SET: ROCK CUT
 GY2068_STAMPING: E 171 1950 769.756
 GY2068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2068+STABILITY: POSITION/ELEVATION WELL
 GY2068
 GY2068  HISTORY     - Date     Condition        Report By
 GY2068  HISTORY     - 1950     MONUMENTED       CGS
 GY2068  HISTORY     - 1956     GOOD             NGS
 GY2068  HISTORY     - 1972     MARK NOT FOUND   USGS
 GY2068  HISTORY     - 19960410 MARK NOT FOUND   KYDT
 GY2068
 GY2068                          STATION DESCRIPTION
 GY2068
 GY2068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2068'0.8 MI SE FROM HADDIX.
 GY2068'0.75 MILE SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 GY2068'OF STEEL BRIDGE LEADING WEST TO LOUISVILLE AND NASHVILLE
 GY2068'RAILROAD STATION AT HADDIX, ABOUT 20 YARDS EAST OF A SHARP CURVE
 GY2068'IN ROAD WITH TANGENTS EXTENDING EAST AND NORTH, SET VERTICALLY
 GY2068'IN THE SOUTH FACE OF A 14-INCH THICK LAYER OF ROCK WHICH IS
 GY2068'IN A ROCK CUT, 18 FEET NORTH OF CENTER LINE OF HIGHWAY, ABOUT
 GY2068'4 FEET ABOVE BOTTOM OF DITCH AND ABOUT 3 FEET ABOVE LEVEL OF
 GY2068'HIGHWAY.
 GY2068
 GY2068                          STATION RECOVERY (1972)
 GY2068
 GY2068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GY2068'MARK NOT FOUND.
 GY2068
 GY2068                          STATION RECOVERY (1996)
 GY2068
 GY2068'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2143 ***********************************************************************
 GY2143  DESIGNATION -  E 172
 GY2143  PID         -  GY2143
 GY2143  STATE/COUNTY-  KY/PERRY
 GY2143  USGS QUAD   -  BUCKHORN (1979)
 GY2143
 GY2143                         *CURRENT SURVEY CONTROL
 GY2143  ___________________________________________________________________
 GY2143* NAD 83(1986)-  37 21 15.     (N)    083 27 46.     (W)     SCALED    
 GY2143* NAVD 88     -       230.583  (meters)     756.50   (feet)  ADJUSTED  
 GY2143  ___________________________________________________________________
 GY2143  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY2143  DYNAMIC HT  -         230.403 (meters)     755.91  (feet)  COMP
 GY2143  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 GY2143
 GY2143  VERT ORDER  -  SECOND    CLASS 0
 GY2143
 GY2143.The horizontal coordinates were scaled from a topographic map and have
 GY2143.an estimated accuracy of +/- 6 seconds.
 GY2143
 GY2143.The orthometric height was determined by differential leveling
 GY2143.and adjusted by the National Geodetic Survey in June 1991..
 GY2143
 GY2143.The geoid height was determined by GEOID03.
 GY2143
 GY2143.The dynamic height is computed by dividing the NAVD 88
 GY2143.geopotential number by the normal gravity value computed on the
 GY2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2143.degrees latitude (g = 980.6199 gals.).
 GY2143
 GY2143.The modeled gravity was interpolated from observed gravity values.
 GY2143
 GY2143;                    North         East    Units  Estimated Accuracy
 GY2143;SPC KY1Z     - 1,115,780.    1,702,610.      MT  (+/- 180 meters Scaled)
 GY2143
 GY2143                          SUPERSEDED SURVEY CONTROL
 GY2143
 GY2143  NGVD 29 (??/??/92)  230.749  (m)          757.05   (f) ADJ UNCH    2 0
 GY2143
 GY2143.Superseded values are not recommended for survey control.
 GY2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2143.See file dsdata.txt to determine how the superseded data were derived.
 GY2143
 GY2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB818370(NAD 83)
 GY2143_MARKER: DB = BENCH MARK DISK
 GY2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2143_STAMPING: E 172 1950 757.049
 GY2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2143+STABILITY: SURFACE MOTION
 GY2143
 GY2143  HISTORY     - Date     Condition        Report By
 GY2143  HISTORY     - 1950     MONUMENTED       CGS
 GY2143  HISTORY     - 1961     MARK NOT FOUND   USGS
 GY2143  HISTORY     - 19960625 MARK NOT FOUND   KYDT
 GY2143
 GY2143                          STATION DESCRIPTION
 GY2143
 GY2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2143'3.3 MI N FROM BUCKHORN.
 GY2143'ABOUT 3.3 MILES NORTH ALONG A GRAVEL ROAD FOLLOWING RIGHT BANK
 GY2143'OF MIDDLE FORK OF KENTUCKY RIVER FROM THE EAST END OF SWINGING
 GY2143'BRIDGE AT BUCKHORN, ABOUT 0.3 MILE SOUTH OF JOHNSON SCHOOL, 18
 GY2143'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 65 YARDS NORTHWEST
 GY2143'OF THE TOP OF A SMALL RISE IN ROAD, 2 FEET SOUTHWEST OF A WIRE
 GY2143'FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST AND SET IN
 GY2143'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK
 GY2143'MAY BE REACHED FROM THE POST OFFICE AT CROCKETTSVILLE BY GOING
 GY2143'ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 315, THENCE ABOUT 2.95
 GY2143'MILES SOUTH ALONG A GRAVEL ROAD WHICH FORDS MIDDLE FORK OF KENTUCKY
 GY2143'RIVER.
 GY2143
 GY2143                          STATION RECOVERY (1961)
 GY2143
 GY2143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GY2143'MARK NOT FOUND.
 GY2143
 GY2143                          STATION RECOVERY (1996)
 GY2143
 GY2143'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1937 ***********************************************************************
 GY1937  DESIGNATION -  E 173
 GY1937  PID         -  GY1937
 GY1937  STATE/COUNTY-  KY/PERRY
 GY1937  USGS QUAD   -  KRYPTON (1972)
 GY1937
 GY1937                         *CURRENT SURVEY CONTROL
 GY1937  ___________________________________________________________________
 GY1937* NAD 83(1986)-  37 19 22.     (N)    083 20 54.     (W)     SCALED    
 GY1937* NAVD 88     -       245.252  (meters)     804.63   (feet)  ADJUSTED  
 GY1937  ___________________________________________________________________
 GY1937  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GY1937  DYNAMIC HT  -         245.062 (meters)     804.01  (feet)  COMP
 GY1937  MODELED GRAV-     979,850.4   (mgal)                       NAVD 88
 GY1937
 GY1937  VERT ORDER  -  FIRST     CLASS I
 GY1937
 GY1937.The horizontal coordinates were scaled from a topographic map and have
 GY1937.an estimated accuracy of +/- 6 seconds.
 GY1937
 GY1937.The orthometric height was determined by differential leveling
 GY1937.and adjusted by the National Geodetic Survey in June 1991..
 GY1937
 GY1937.The geoid height was determined by GEOID03.
 GY1937
 GY1937.The dynamic height is computed by dividing the NAVD 88
 GY1937.geopotential number by the normal gravity value computed on the
 GY1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1937.degrees latitude (g = 980.6199 gals.).
 GY1937
 GY1937.The modeled gravity was interpolated from observed gravity values.
 GY1937
 GY1937;                    North         East    Units  Estimated Accuracy
 GY1937;SPC KY1Z     - 1,112,550.    1,712,840.      MT  (+/- 180 meters Scaled)
 GY1937
 GY1937                          SUPERSEDED SURVEY CONTROL
 GY1937
 GY1937  NGVD 29 (??/??/92)  245.426  (m)          805.20   (f) ADJ UNCH    1 1
 GY1937
 GY1937.Superseded values are not recommended for survey control.
 GY1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1937.See file dsdata.txt to determine how the superseded data were derived.
 GY1937
 GY1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB919332(NAD 83)
 GY1937_MARKER: DB = BENCH MARK DISK
 GY1937_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY1937_STAMPING: E 173 1950 805.202
 GY1937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1937+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 GY1937
 GY1937  HISTORY     - Date     Condition        Report By
 GY1937  HISTORY     - 1950     MONUMENTED       CGS
 GY1937  HISTORY     - 1967     GOOD             NGS
 GY1937  HISTORY     - 19960410 GOOD             KYDT
 GY1937  HISTORY     - 19960624 GOOD             KYDT
 GY1937
 GY1937                          STATION DESCRIPTION
 GY1937
 GY1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1937'2 MI S FROM CHAVIES.
 GY1937'ABOUT 2.0 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY1937'FROM DUFFS GENERAL STORE AT CHAVIES, 3 1/2 POLES NORTH OF THE
 GY1937'CROSSING OF THE RAILROAD AND A POWER LINE, 186 FEET SOUTH OF
 GY1937'MILEPOST 225, 29 1/2 FEET WEST OF THE WEST RAIL OF THE MAIN
 GY1937'TRACK, 15 1/2 FEET WEST OF THE WEST RAIL OF A SIDETRACK, SET
 GY1937'VERTICALLY IN THE NORTHEAST FACE OF A LAYER OF ROCK WHICH IS
 GY1937'ABOUT 3 FEET THICK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE MAIN
 GY1937'TRACK.
 GY1937
 GY1937                          STATION RECOVERY (1996)
 GY1937
 GY1937'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1937'RECOVERED IN GOOD CONDITION.
 GY1937
 GY1937                          STATION RECOVERY (1996)
 GY1937
 GY1937'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1937'ABOUT 0.15 MILE SOUTH OF A PRIVATE ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2262 ***********************************************************************
 GY2262  DESIGNATION -  E 174
 GY2262  PID         -  GY2262
 GY2262  STATE/COUNTY-  KY/PERRY
 GY2262  USGS QUAD   -  KRYPTON (1972)
 GY2262
 GY2262                         *CURRENT SURVEY CONTROL
 GY2262  ___________________________________________________________________
 GY2262* NAD 83(1986)-  37 17 18.     (N)    083 20 13.     (W)     SCALED    
 GY2262* NAVD 88     -       369.106  (meters)    1210.98   (feet)  ADJUSTED  
 GY2262  ___________________________________________________________________
 GY2262  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GY2262  DYNAMIC HT  -         368.818 (meters)    1210.03  (feet)  COMP
 GY2262  MODELED GRAV-     979,838.7   (mgal)                       NAVD 88
 GY2262
 GY2262  VERT ORDER  -  SECOND    CLASS 0
 GY2262
 GY2262.The horizontal coordinates were scaled from a topographic map and have
 GY2262.an estimated accuracy of +/- 6 seconds.
 GY2262
 GY2262.The orthometric height was determined by differential leveling
 GY2262.and adjusted by the National Geodetic Survey in June 1991..
 GY2262
 GY2262.The geoid height was determined by GEOID03.
 GY2262
 GY2262.The dynamic height is computed by dividing the NAVD 88
 GY2262.geopotential number by the normal gravity value computed on the
 GY2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2262.degrees latitude (g = 980.6199 gals.).
 GY2262
 GY2262.The modeled gravity was interpolated from observed gravity values.
 GY2262
 GY2262;                    North         East    Units  Estimated Accuracy
 GY2262;SPC KY1Z     - 1,108,760.    1,713,940.      MT  (+/- 180 meters Scaled)
 GY2262
 GY2262                          SUPERSEDED SURVEY CONTROL
 GY2262
 GY2262  NGVD 29 (??/??/92)  369.279  (m)         1211.54   (f) ADJ UNCH    2 0
 GY2262
 GY2262.Superseded values are not recommended for survey control.
 GY2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2262.See file dsdata.txt to determine how the superseded data were derived.
 GY2262
 GY2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB928294(NAD 83)
 GY2262_MARKER: DB = BENCH MARK DISK
 GY2262_SETTING: 66 = SET IN ROCK OUTCROP
 GY2262_SP_SET: ROCK CUT
 GY2262_STAMPING: E 174 1950 1211.543
 GY2262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2262+STABILITY: POSITION/ELEVATION WELL
 GY2262
 GY2262  HISTORY     - Date     Condition        Report By
 GY2262  HISTORY     - 1950     MONUMENTED       CGS
 GY2262  HISTORY     - 1957     POOR             NGS
 GY2262
 GY2262                          STATION DESCRIPTION
 GY2262
 GY2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2262'2.6 MI NW FROM YERKES.
 GY2262'ABOUT 2.6 MILES NORTHWEST AND WEST ALONG A GRAVEL ROAD LEADING
 GY2262'TO KRYPTON FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT
 GY2262'YERKES, ABOUT 0.1 MILE NORTHWEST OF THE TOP OF A GRADE, 16 FEET
 GY2262'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 169 FEET EAST OF
 GY2262'THE CENTER OF THE NORTH END OF A 24-INCH PIPE CULVERT, SET
 GY2262'VERTICALLY IN THE SMALL SMOOTH VERTICAL FACE OF ROCK IN A ROCK
 GY2262'CUT, 16 YARDS WEST OF THE EAST END OF CUT, 3 FEET ABOVE THE ROAD.
 GY2262
 GY2262                          STATION RECOVERY (1957)
 GY2262
 GY2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2262'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2110 ***********************************************************************
 GY2110  DESIGNATION -  E 175
 GY2110  PID         -  GY2110
 GY2110  STATE/COUNTY-  KY/PERRY
 GY2110  USGS QUAD   -  NOBLE (1976)
 GY2110
 GY2110                         *CURRENT SURVEY CONTROL
 GY2110  ___________________________________________________________________
 GY2110* NAD 83(1986)-  37 23 29.     (N)    083 14 56.     (W)     SCALED    
 GY2110* NAVD 88     -       276.135  (meters)     905.95   (feet)  ADJUSTED  
 GY2110  ___________________________________________________________________
 GY2110  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY2110  DYNAMIC HT  -         275.923 (meters)     905.26  (feet)  COMP
 GY2110  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 GY2110
 GY2110  VERT ORDER  -  SECOND    CLASS 0
 GY2110
 GY2110.The horizontal coordinates were scaled from a topographic map and have
 GY2110.an estimated accuracy of +/- 6 seconds.
 GY2110
 GY2110.The orthometric height was determined by differential leveling
 GY2110.and adjusted by the National Geodetic Survey in June 1991..
 GY2110
 GY2110.The geoid height was determined by GEOID03.
 GY2110
 GY2110.The dynamic height is computed by dividing the NAVD 88
 GY2110.geopotential number by the normal gravity value computed on the
 GY2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2110.degrees latitude (g = 980.6199 gals.).
 GY2110
 GY2110.The modeled gravity was interpolated from observed gravity values.
 GY2110
 GY2110;                    North         East    Units  Estimated Accuracy
 GY2110;SPC KY1Z     - 1,120,390.    1,721,440.      MT  (+/- 180 meters Scaled)
 GY2110
 GY2110                          SUPERSEDED SURVEY CONTROL
 GY2110
 GY2110  NGVD 29 (??/??/92)  276.305  (m)          906.51   (f) ADJ UNCH    2 0
 GY2110
 GY2110.Superseded values are not recommended for survey control.
 GY2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2110.See file dsdata.txt to determine how the superseded data were derived.
 GY2110
 GY2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB009406(NAD 83)
 GY2110_MARKER: DB = BENCH MARK DISK
 GY2110_SETTING: 66 = SET IN ROCK OUTCROP
 GY2110_SP_SET: ROCK LEDGE
 GY2110_STAMPING: E 175 1950 906.511
 GY2110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2110+STABILITY: POSITION/ELEVATION WELL
 GY2110
 GY2110  HISTORY     - Date     Condition        Report By
 GY2110  HISTORY     - 1950     MONUMENTED       CGS
 GY2110  HISTORY     - 1956     POOR             NGS
 GY2110
 GY2110                          STATION DESCRIPTION
 GY2110
 GY2110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2110'3 MI NW FROM DICE.
 GY2110'2.95 MILES NORTHWEST ALONG A ROAD FOLLOWING LOST CREEK FROM
 GY2110'THE POST OFFICE AND MOUTH OF SIXTEENMILE CREEK AT DICE, ABOUT
 GY2110'100 YARDS NORTHEAST OF THE CONFLUENCE OF COLLINS AND LOST CREEK,
 GY2110'ON THE OUTSIDE OF A SHARP CURVE WITH TANGENTS EXTENDING NORTHEAST
 GY2110'AND SOUTHEAST, (NORTHEAST TANGENT PARALLELS COLLINS CREEK AND
 GY2110'RUNS ALONG ITS SOUTHEAST BANK) 38 FEET SOUTHWEST OF CENTER
 GY2110'OF ROAD, IN THE TOP AND 2 FEET NORTHEAST OF SOUTHWEST CORNER OF
 GY2110'A ROCK LEDGE AND ABOUT 10 FEET BELOW LEVEL OF ROAD.  NOTE-- MARK
 GY2110'IS ABOUT 0.55 MILE NORTH OF MILLER SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0757 ***********************************************************************
 GZ0757  DESIGNATION -  E 176
 GZ0757  PID         -  GZ0757
 GZ0757  STATE/COUNTY-  KY/LINCOLN
 GZ0757  USGS QUAD   -  CRAB ORCHARD (1952)
 GZ0757
 GZ0757                         *CURRENT SURVEY CONTROL
 GZ0757  ___________________________________________________________________
 GZ0757* NAD 83(1986)-  37 23 45.     (N)    084 35 31.     (W)     SCALED    
 GZ0757* NAVD 88     -       334.518  (meters)    1097.50   (feet)  ADJUSTED  
 GZ0757  ___________________________________________________________________
 GZ0757  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GZ0757  DYNAMIC HT  -         334.256 (meters)    1096.64  (feet)  COMP
 GZ0757  MODELED GRAV-     979,836.9   (mgal)                       NAVD 88
 GZ0757
 GZ0757  VERT ORDER  -  SECOND    CLASS 0
 GZ0757
 GZ0757.The horizontal coordinates were scaled from a topographic map and have
 GZ0757.an estimated accuracy of +/- 6 seconds.
 GZ0757
 GZ0757.The orthometric height was determined by differential leveling
 GZ0757.and adjusted by the National Geodetic Survey in June 1991..
 GZ0757
 GZ0757.The geoid height was determined by GEOID03.
 GZ0757
 GZ0757.The dynamic height is computed by dividing the NAVD 88
 GZ0757.geopotential number by the normal gravity value computed on the
 GZ0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0757.degrees latitude (g = 980.6199 gals.).
 GZ0757
 GZ0757.The modeled gravity was interpolated from observed gravity values.
 GZ0757
 GZ0757;                    North         East    Units  Estimated Accuracy
 GZ0757;SPC KY1Z     - 1,118,560.    1,602,540.      MT  (+/- 180 meters Scaled)
 GZ0757
 GZ0757                          SUPERSEDED SURVEY CONTROL
 GZ0757
 GZ0757  NGVD 29 (??/??/92)  334.660  (m)         1097.96   (f) ADJ UNCH    2 0
 GZ0757
 GZ0757.Superseded values are not recommended for survey control.
 GZ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0757.See file dsdata.txt to determine how the superseded data were derived.
 GZ0757
 GZ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG131415(NAD 83)
 GZ0757_MARKER: DB = BENCH MARK DISK
 GZ0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0757_STAMPING: E 176 1950 1097.964
 GZ0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0757+STABILITY: SURFACE MOTION
 GZ0757
 GZ0757  HISTORY     - Date     Condition        Report By
 GZ0757  HISTORY     - 1950     MONUMENTED       CGS
 GZ0757  HISTORY     - 1958     GOOD             NGS
 GZ0757
 GZ0757                          STATION DESCRIPTION
 GZ0757
 GZ0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0757'5.1 MI NW FROM BROUGHTENTOWN.
 GZ0757'ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GZ0757'BROUGHTENTOWN, THENCE ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD,
 GZ0757'THENCE ABOUT 2.1 MILES SOUTHWEST ALONG A DIRT ROAD, ABOUT 0.5
 GZ0757'MILE SOUTHEAST OF THE JUNCTION OF THE OTTENHEIM-CHESTNUT RIDGE
 GZ0757'ROAD, AT A RIGHT ANGLE TURN IN THE ROAD WITH TANGENTS EAST AND
 GZ0757'NORTH, ABOUT 65 YARDS WEST OF FORD ACROSS GILMORE CREEK, 150
 GZ0757'FEET NORTH OF THE NORTHEAST CORNER OF AN ABANDONED TWO STORY
 GZ0757'FARM HOUSE, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 GZ0757'8 1/2 FEET EAST OF THE CENTER LINE OF A DRIVE TO HOUSE, 1 1/2
 GZ0757'FEET NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN
 GZ0757'WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP
 GZ0757'OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0757
 GZ0757                          STATION RECOVERY (1958)
 GZ0757
 GZ0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1057 ***********************************************************************
 GZ1057  DESIGNATION -  E 177
 GZ1057  PID         -  GZ1057
 GZ1057  STATE/COUNTY-  KY/PULASKI
 GZ1057  USGS QUAD   -  WOODSTOCK (1979)
 GZ1057
 GZ1057                         *CURRENT SURVEY CONTROL
 GZ1057  ___________________________________________________________________
 GZ1057* NAD 83(1986)-  37 19 22.     (N)    084 30 01.     (W)     SCALED    
 GZ1057* NAVD 88     -       331.189  (meters)    1086.58   (feet)  ADJUSTED  
 GZ1057  ___________________________________________________________________
 GZ1057  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GZ1057  DYNAMIC HT  -         330.936 (meters)    1085.75  (feet)  COMP
 GZ1057  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 GZ1057
 GZ1057  VERT ORDER  -  SECOND    CLASS 0
 GZ1057
 GZ1057.The horizontal coordinates were scaled from a topographic map and have
 GZ1057.an estimated accuracy of +/- 6 seconds.
 GZ1057
 GZ1057.The orthometric height was determined by differential leveling
 GZ1057.and adjusted by the National Geodetic Survey in June 1991..
 GZ1057
 GZ1057.The geoid height was determined by GEOID03.
 GZ1057
 GZ1057.The dynamic height is computed by dividing the NAVD 88
 GZ1057.geopotential number by the normal gravity value computed on the
 GZ1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1057.degrees latitude (g = 980.6199 gals.).
 GZ1057
 GZ1057.The modeled gravity was interpolated from observed gravity values.
 GZ1057
 GZ1057;                    North         East    Units  Estimated Accuracy
 GZ1057;SPC KY1Z     - 1,110,550.    1,610,760.      MT  (+/- 180 meters Scaled)
 GZ1057
 GZ1057                          SUPERSEDED SURVEY CONTROL
 GZ1057
 GZ1057  NGVD 29 (??/??/92)  331.342  (m)         1087.08   (f) ADJ UNCH    2 0
 GZ1057
 GZ1057.Superseded values are not recommended for survey control.
 GZ1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1057.See file dsdata.txt to determine how the superseded data were derived.
 GZ1057
 GZ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG214336(NAD 83)
 GZ1057_MARKER: DB = BENCH MARK DISK
 GZ1057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1057_SP_SET: CULVERT
 GZ1057_STAMPING: E 177 1950 1087.078
 GZ1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1057
 GZ1057  HISTORY     - Date     Condition        Report By
 GZ1057  HISTORY     - 1950     MONUMENTED       CGS
 GZ1057  HISTORY     - 1958     GOOD             NGS
 GZ1057  HISTORY     - 1984     GOOD             KYDT
 GZ1057
 GZ1057                          STATION DESCRIPTION
 GZ1057
 GZ1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1057'2 MI N FROM BANDY.
 GZ1057'ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSSROADS
 GZ1057'AT BANDY, ABOUT 0.45 MILE SOUTH OF THE LINCOLN-PULASKI COUNTY
 GZ1057'LINE, ABOUT 0.25 MILE NORTH OF THE JUNCTION OF A ROAD EAST,
 GZ1057'ABOUT 0.15 MILE SOUTH OF THE JUNCTION OF A ROAD WEST, SET IN
 GZ1057'THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF A 6-FOOT
 GZ1057'CONCRETE CULVERT, 13 1/2 FEET WEST OF THE CENTER LINE OF THE
 GZ1057'HIGHWAY AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 GZ1057
 GZ1057                          STATION RECOVERY (1958)
 GZ1057
 GZ1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1057'RECOVERED IN GOOD CONDITION.
 GZ1057
 GZ1057                          STATION RECOVERY (1984)
 GZ1057
 GZ1057'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1003 ***********************************************************************
 GZ1003  DESIGNATION -  E 178
 GZ1003  PID         -  GZ1003
 GZ1003  STATE/COUNTY-  KY/PULASKI
 GZ1003  USGS QUAD   -  WOODSTOCK (1979)
 GZ1003
 GZ1003                         *CURRENT SURVEY CONTROL
 GZ1003  ___________________________________________________________________
 GZ1003* NAD 83(1986)-  37 16 32.     (N)    084 35 15.     (W)     SCALED    
 GZ1003* NAVD 88     -       313.036  (meters)    1027.02   (feet)  ADJUSTED  
 GZ1003  ___________________________________________________________________
 GZ1003  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GZ1003  DYNAMIC HT  -         312.794 (meters)    1026.22  (feet)  COMP
 GZ1003  MODELED GRAV-     979,850.3   (mgal)                       NAVD 88
 GZ1003
 GZ1003  VERT ORDER  -  SECOND    CLASS 0
 GZ1003
 GZ1003.The horizontal coordinates were scaled from a topographic map and have
 GZ1003.an estimated accuracy of +/- 6 seconds.
 GZ1003
 GZ1003.The orthometric height was determined by differential leveling
 GZ1003.and adjusted by the National Geodetic Survey in June 1991..
 GZ1003
 GZ1003.The geoid height was determined by GEOID03.
 GZ1003
 GZ1003.The dynamic height is computed by dividing the NAVD 88
 GZ1003.geopotential number by the normal gravity value computed on the
 GZ1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1003.degrees latitude (g = 980.6199 gals.).
 GZ1003
 GZ1003.The modeled gravity was interpolated from observed gravity values.
 GZ1003
 GZ1003;                    North         East    Units  Estimated Accuracy
 GZ1003;SPC KY1Z     - 1,105,210.    1,603,100.      MT  (+/- 180 meters Scaled)
 GZ1003
 GZ1003                          SUPERSEDED SURVEY CONTROL
 GZ1003
 GZ1003  NGVD 29 (??/??/92)  313.187  (m)         1027.51   (f) ADJ UNCH    2 0
 GZ1003
 GZ1003.Superseded values are not recommended for survey control.
 GZ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1003.See file dsdata.txt to determine how the superseded data were derived.
 GZ1003
 GZ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG138281(NAD 83)
 GZ1003_MARKER: DB = BENCH MARK DISK
 GZ1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1003_STAMPING: E 178 1950 1027.514
 GZ1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1003+STABILITY: SURFACE MOTION
 GZ1003
 GZ1003  HISTORY     - Date     Condition        Report By
 GZ1003  HISTORY     - 1950     MONUMENTED       CGS
 GZ1003  HISTORY     - 1958     GOOD             NGS
 GZ1003  HISTORY     - 1984     GOOD             KYDT
 GZ1003
 GZ1003                          STATION DESCRIPTION
 GZ1003
 GZ1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1003'4.1 MI E FROM EUBANK.
 GZ1003'ABOUT 4.1 MILES EAST ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF
 GZ1003'U.S. HIGHWAY 27 AND EUBANK BAPTIST CHURCH AT EUBANK, AT A CROSSROAD
 GZ1003'AND END OF HIGHWAY 70, 44 FEET NORTHWEST OF THE CENTER OF THE
 GZ1003'INTERSECTION, 40 1/2 FEET EAST OF THE NORTH END OF AN 18-INCH
 GZ1003'PIPE CULVERT UNDER HIGHWAY, 29 FEET WEST OF THE CENTER LINE OF THE
 GZ1003'ROAD NORTH, 32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 8
 GZ1003'FEET WEST OF A FENCE CORNER, 1 1/2 FEET SOUTH OF A FENCE LINE,
 GZ1003'1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2
 GZ1003'FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1003'5 INCHES.
 GZ1003
 GZ1003                          STATION RECOVERY (1958)
 GZ1003
 GZ1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1003'RECOVERED IN GOOD CONDITION.
 GZ1003
 GZ1003                          STATION RECOVERY (1984)
 GZ1003
 GZ1003'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0420 ***********************************************************************
 GZ0420  DESIGNATION -  E 179
 GZ0420  PID         -  GZ0420
 GZ0420  STATE/COUNTY-  KY/PULASKI
 GZ0420  USGS QUAD   -  SHOPVILLE (1987)
 GZ0420
 GZ0420                         *CURRENT SURVEY CONTROL
 GZ0420  ___________________________________________________________________
 GZ0420* NAD 83(1986)-  37 14 15.     (N)    084 25 04.     (W)     SCALED    
 GZ0420* NAVD 88     -       304.487  (meters)     998.97   (feet)  ADJUSTED  
 GZ0420  ___________________________________________________________________
 GZ0420  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GZ0420  DYNAMIC HT  -         304.260 (meters)     998.23  (feet)  COMP
 GZ0420  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 GZ0420
 GZ0420  VERT ORDER  -  SECOND    CLASS 0
 GZ0420
 GZ0420.The horizontal coordinates were scaled from a topographic map and have
 GZ0420.an estimated accuracy of +/- 6 seconds.
 GZ0420
 GZ0420.The orthometric height was determined by differential leveling
 GZ0420.and adjusted by the National Geodetic Survey in June 1991..
 GZ0420
 GZ0420.The geoid height was determined by GEOID03.
 GZ0420
 GZ0420.The dynamic height is computed by dividing the NAVD 88
 GZ0420.geopotential number by the normal gravity value computed on the
 GZ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0420.degrees latitude (g = 980.6199 gals.).
 GZ0420
 GZ0420.The modeled gravity was interpolated from observed gravity values.
 GZ0420
 GZ0420;                    North         East    Units  Estimated Accuracy
 GZ0420;SPC KY1Z     - 1,101,190.    1,618,210.      MT  (+/- 180 meters Scaled)
 GZ0420
 GZ0420                          SUPERSEDED SURVEY CONTROL
 GZ0420
 GZ0420  NGVD 29 (??/??/92)  304.653  (m)          999.52   (f) ADJ UNCH    2 0
 GZ0420
 GZ0420.Superseded values are not recommended for survey control.
 GZ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0420.See file dsdata.txt to determine how the superseded data were derived.
 GZ0420
 GZ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG290243(NAD 83)
 GZ0420_MARKER: DB = BENCH MARK DISK
 GZ0420_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0420_SP_SET: ROCK OUTCROP
 GZ0420_STAMPING: E 179 1950 999.516
 GZ0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0420+STABILITY: POSITION/ELEVATION WELL
 GZ0420
 GZ0420  HISTORY     - Date     Condition        Report By
 GZ0420  HISTORY     - 1950     MONUMENTED       CGS
 GZ0420  HISTORY     - 1958     GOOD             NGS
 GZ0420
 GZ0420                          STATION DESCRIPTION
 GZ0420
 GZ0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0420'3.6 MI SE FROM LEVEL GREEN.
 GZ0420'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 461 FROM THE POST OFFICE
 GZ0420'AT LEVEL GREEN, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG A POOR
 GZ0420'ROAD LEADING TO PLATO, ABOUT 0.3 MILE NORTH OF ROAD JUNCTION AND
 GZ0420'POST OFFICE AT PLATO, ABOUT 0.4 MILE SOUTHEAST OF THE JUNCTION
 GZ0420'OF A ROAD NORTHEAST, AT A TWO STORY WHITE FRAME HOUSE, SET IN THE
 GZ0420'TOP OF THE SOUTHWEST END OF THE FIRST OUTCROP OF LIMESTONE
 GZ0420'SOUTHWEST OF LAWN FENCE, 130 FEET SOUTHWEST OF THE WEST
 GZ0420'CORNER OF THE HOUSE, 54 FEET NORTHEAST OF THE CENTER LINE OF THE
 GZ0420'ROAD, 23 1/2 FEET NORTH OF THE WEST CORNER OF A GARDEN FENCE,
 GZ0420'58 FEET SOUTH OF A FORKED 24-INCH BLACK WALNUT TREE, AND ABOUT
 GZ0420'3 FEET ABOVE THE ROAD.  NOTE-- THE MARK IS MUTILATED BUT
 GZ0420'SOLID.
 GZ0420
 GZ0420                          STATION RECOVERY (1958)
 GZ0420
 GZ0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0418 ***********************************************************************
 HB0418  DESIGNATION -  E 18
 HB0418  PID         -  HB0418
 HB0418  STATE/COUNTY-  KY/MCCRACKEN
 HB0418  USGS QUAD   -  PADUCAH EAST (1982)
 HB0418
 HB0418                         *CURRENT SURVEY CONTROL
 HB0418  ___________________________________________________________________
 HB0418* NAD 83(1986)-  37 03 57.     (N)    088 36 03.     (W)     SCALED    
 HB0418* NAVD 88     -       104.279  (meters)     342.12   (feet)  ADJUSTED  
 HB0418  ___________________________________________________________________
 HB0418  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HB0418  DYNAMIC HT  -         104.203 (meters)     341.87  (feet)  COMP
 HB0418  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 HB0418
 HB0418  VERT ORDER  -  FIRST     CLASS I
 HB0418
 HB0418.The horizontal coordinates were scaled from a topographic map and have
 HB0418.an estimated accuracy of +/- 6 seconds.
 HB0418
 HB0418.The orthometric height was determined by differential leveling
 HB0418.and adjusted by the National Geodetic Survey in June 1991..
 HB0418.WARNING-Repeat measurements at this control monument indicate possible
 HB0418.vertical movement.
 HB0418
 HB0418.The geoid height was determined by GEOID03.
 HB0418
 HB0418.The dynamic height is computed by dividing the NAVD 88
 HB0418.geopotential number by the normal gravity value computed on the
 HB0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0418.degrees latitude (g = 980.6199 gals.).
 HB0418
 HB0418.The modeled gravity was interpolated from observed gravity values.
 HB0418
 HB0418;                    North         East    Units  Estimated Accuracy
 HB0418;SPC KY1Z     - 1,085,170.    1,246,500.      MT  (+/- 180 meters Scaled)
 HB0418
 HB0418                          SUPERSEDED SURVEY CONTROL
 HB0418
 HB0418  NGVD 29 (??/??/??)  104.297  (m)          342.18   (f) ADJUSTED    1 1
 HB0418
 HB0418.Superseded values are not recommended for survey control.
 HB0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0418.See file dsdata.txt to determine how the superseded data were derived.
 HB0418
 HB0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG576033(NAD 83)
 HB0418_MARKER: DB = BENCH MARK DISK
 HB0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0418_STAMPING: E 18 1933
 HB0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0418+STABILITY: SURFACE MOTION
 HB0418
 HB0418  HISTORY     - Date     Condition        Report By
 HB0418  HISTORY     - 1933     MONUMENTED       CGS
 HB0418  HISTORY     - 1968     GOOD             CGS
 HB0418  HISTORY     - 1972     GOOD             NGS
 HB0418  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 HB0418
 HB0418                          STATION DESCRIPTION
 HB0418
 HB0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0418'1.6 MI S FROM PADUCAH.
 HB0418'ABOUT 0.45 MILE SOUTHWEST ALONG BROADWAY FROM THE POST OFFICE
 HB0418'AT PADUCAH, THENCE 1.2 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL
 HB0418'RAILROAD, OR ABOUT 0.35 MILE SOUTHWEST ALONG BROADWAY FROM THE
 HB0418'POST OFFICE AT PADUCAH, THENCE 0.7 MILE SOUTHEAST ALONG MURRELL
 HB0418'BOULEVARD, THENCE 0.25 MILE SOUTHWEST ALONG CALDWELL AVENUE,
 HB0418'THENCE 0.45 MILE SOUTHEAST ALONG MALLORY STREET, THENCE 0.15
 HB0418'MILE SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD, 0.2 MILE
 HB0418'SOUTHEAST OF A RAILROAD UNDERPASS FOR U.S. HIGHWAYS 60 AND 62,
 HB0418'27 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK OF THE
 HB0418'ILLINOIS CENTRAL RAILROAD, 46 FEET SOUTHWEST OF THE SOUTHWEST
 HB0418'RAIL OF THE TRACK OF THE PADUCAH AND ILLINOIS RAILROAD, 132
 HB0418'FEET SOUTHWEST AND ACROSS THE TRACKS FROM THE CENTERLINE OF
 HB0418'BROWN STREET, 179 FEET NORTHWEST OF THE WEST CORNER OF A CONCRETE
 HB0418'BUILDING WHICH IS NOW OCCUPIED BY REA EXPRESS, 139 FEET NORTH
 HB0418'AND ACROSS THE TRACK FROM A TELEPHONE POLE, 68 FEET SOUTHEAST
 HB0418'OF THE SOUTHEAST EDGE OF AN ABANDONED CONCRETE PLATFORM, 1.0
 HB0418'FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HB0418'TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 HB0418'THE SURFACE OF THE GROUND.
 HB0418
 HB0418                          STATION RECOVERY (1972)
 HB0418
 HB0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0418'RECOVERED IN GOOD CONDITION.
 HB0418
 HB0418                          STATION RECOVERY (2003)
 HB0418
 HB0418'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0418'CHANGE DESCRIPTION ON HOW TO FIND FROM  POST OFFICE  TO FEDERAL
 HB0418'BUILDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0493 ***********************************************************************
 GZ0493  DESIGNATION -  E 180
 GZ0493  PID         -  GZ0493
 GZ0493  STATE/COUNTY-  KY/PULASKI
 GZ0493  USGS QUAD   -  SHOPVILLE (1987)
 GZ0493
 GZ0493                         *CURRENT SURVEY CONTROL
 GZ0493  ___________________________________________________________________
 GZ0493* NAD 83(1986)-  37 09 34.     (N)    084 29 38.     (W)     SCALED    
 GZ0493* NAVD 88     -       296.453  (meters)     972.61   (feet)  ADJUSTED  
 GZ0493  ___________________________________________________________________
 GZ0493  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 GZ0493  DYNAMIC HT  -         296.225 (meters)     971.86  (feet)  COMP
 GZ0493  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 GZ0493
 GZ0493  VERT ORDER  -  SECOND    CLASS 0
 GZ0493
 GZ0493.The horizontal coordinates were scaled from a topographic map and have
 GZ0493.an estimated accuracy of +/- 6 seconds.
 GZ0493
 GZ0493.The orthometric height was determined by differential leveling
 GZ0493.and adjusted by the National Geodetic Survey in June 1991..
 GZ0493
 GZ0493.The geoid height was determined by GEOID03.
 GZ0493
 GZ0493.The dynamic height is computed by dividing the NAVD 88
 GZ0493.geopotential number by the normal gravity value computed on the
 GZ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0493.degrees latitude (g = 980.6199 gals.).
 GZ0493
 GZ0493.The modeled gravity was interpolated from observed gravity values.
 GZ0493
 GZ0493;                    North         East    Units  Estimated Accuracy
 GZ0493;SPC KY1Z     - 1,092,440.    1,611,570.      MT  (+/- 180 meters Scaled)
 GZ0493
 GZ0493                          SUPERSEDED SURVEY CONTROL
 GZ0493
 GZ0493  NGVD 29 (??/??/92)  296.617  (m)          973.15   (f) ADJ UNCH    2 0
 GZ0493
 GZ0493.Superseded values are not recommended for survey control.
 GZ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0493.See file dsdata.txt to determine how the superseded data were derived.
 GZ0493
 GZ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG225155(NAD 83)
 GZ0493_MARKER: DB = BENCH MARK DISK
 GZ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0493_STAMPING: E 180 1950 973.151
 GZ0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0493+STABILITY: SURFACE MOTION
 GZ0493
 GZ0493  HISTORY     - Date     Condition        Report By
 GZ0493  HISTORY     - 1950     MONUMENTED       CGS
 GZ0493  HISTORY     - 1957     GOOD             NGS
 GZ0493
 GZ0493                          STATION DESCRIPTION
 GZ0493
 GZ0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0493'0.5 MI W FROM SHOPVILLE.
 GZ0493'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0493'SHOPVILLE, AT A DIM CROSSROAD, 46 FEET NORTHEAST OF THE CENTER
 GZ0493'OF THE INTERSECTION, 30 FEET EAST OF THE CENTER LINE OF THE ROAD
 GZ0493'NORTH, 33 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET
 GZ0493'EAST OF A FENCE CORNER, 1 1/2 FEET SOUTH OF A FENCE LINE, 1 1/2
 GZ0493'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GZ0493'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GZ0493'INCHES.
 GZ0493
 GZ0493                          STATION RECOVERY (1957)
 GZ0493
 GZ0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0243 ***********************************************************************
 GZ0243  DESIGNATION -  E 181
 GZ0243  PID         -  GZ0243
 GZ0243  STATE/COUNTY-  KY/LAUREL
 GZ0243  USGS QUAD   -  LONDON (1969)
 GZ0243
 GZ0243                         *CURRENT SURVEY CONTROL
 GZ0243  ___________________________________________________________________
 GZ0243* NAD 83(1986)-  37 11 12.     (N)    084 07 10.     (W)     SCALED    
 GZ0243* NAVD 88     -       360.219  (meters)    1181.82   (feet)  ADJUSTED  
 GZ0243  ___________________________________________________________________
 GZ0243  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GZ0243  DYNAMIC HT  -         359.938 (meters)    1180.90  (feet)  COMP
 GZ0243  MODELED GRAV-     979,840.6   (mgal)                       NAVD 88
 GZ0243
 GZ0243  VERT ORDER  -  SECOND    CLASS 0
 GZ0243
 GZ0243.The horizontal coordinates were scaled from a topographic map and have
 GZ0243.an estimated accuracy of +/- 6 seconds.
 GZ0243
 GZ0243.The orthometric height was determined by differential leveling
 GZ0243.and adjusted by the National Geodetic Survey in June 1991..
 GZ0243
 GZ0243.The geoid height was determined by GEOID03.
 GZ0243
 GZ0243.The dynamic height is computed by dividing the NAVD 88
 GZ0243.geopotential number by the normal gravity value computed on the
 GZ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0243.degrees latitude (g = 980.6199 gals.).
 GZ0243
 GZ0243.The modeled gravity was interpolated from observed gravity values.
 GZ0243
 GZ0243;                    North         East    Units  Estimated Accuracy
 GZ0243;SPC KY1Z     - 1,095,970.    1,644,770.      MT  (+/- 180 meters Scaled)
 GZ0243
 GZ0243                          SUPERSEDED SURVEY CONTROL
 GZ0243
 GZ0243  NGVD 29 (??/??/92)  360.376  (m)         1182.33   (f) ADJ UNCH    2 0
 GZ0243
 GZ0243.Superseded values are not recommended for survey control.
 GZ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0243.See file dsdata.txt to determine how the superseded data were derived.
 GZ0243
 GZ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG557194(NAD 83)
 GZ0243_MARKER: DB = BENCH MARK DISK
 GZ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0243_STAMPING: E 181 1950 1182.234
 GZ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0243+STABILITY: SURFACE MOTION
 GZ0243
 GZ0243  HISTORY     - Date     Condition        Report By
 GZ0243  HISTORY     - 1950     MONUMENTED       CGS
 GZ0243  HISTORY     - 1958     GOOD             NGS
 GZ0243
 GZ0243                          STATION DESCRIPTION
 GZ0243
 GZ0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0243'AT EAST BERNSTADT.
 GZ0243'AT EAST BERNSTADT, ABOUT 0.2 MILE SOUTH ALONG THE LOUISVILLE AND
 GZ0243'NASHVILLE RAILROAD FROM THE STATION, AT THE JUNCTION OF U.S.
 GZ0243'HIGHWAY 25 AND STATE HIGHWAY 30, ABOUT 65 YARDS SOUTHEAST OF THE
 GZ0243'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 108 FEET EAST OF THE CENTER
 GZ0243'OF THE HIGHWAY JUNCTION, 68 FEET SOUTHEAST AND ACROSS STATE
 GZ0243'HIGHWAY 30 FROM THE CENTER LINE OF U.S. HIGHWAY 25, 68 FEET
 GZ0243'NORTHWEST OF THE WEST CORNER OF EAST BERNSTADT CHURCH OF GOD, 31
 GZ0243'FEET SOUTH OF THE CENTER LINE OF HIGHWAY 30, 15 FEET EAST OF THE
 GZ0243'CENTER LINE OF A DRIVE TO A HOUSE, 7 1/2 FEET WEST OF THE CENTER
 GZ0243'OF A WELL, 6 FEET SOUTHWEST OF A POWER POLE, 1 1/2 FEET WEST
 GZ0243'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND
 GZ0243'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0243
 GZ0243                          STATION RECOVERY (1958)
 GZ0243
 GZ0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0287 ***********************************************************************
 GZ0287  DESIGNATION -  E 182
 GZ0287  PID         -  GZ0287
 GZ0287  STATE/COUNTY-  KY/LAUREL
 GZ0287  USGS QUAD   -  LIVINGSTON (1969)
 GZ0287
 GZ0287                         *CURRENT SURVEY CONTROL
 GZ0287  ___________________________________________________________________
 GZ0287* NAD 83(1986)-  37 17 24.     (N)    084 08 33.     (W)     SCALED    
 GZ0287* NAVD 88     -       291.649  (meters)     956.85   (feet)  ADJUSTED  
 GZ0287  ___________________________________________________________________
 GZ0287  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GZ0287  DYNAMIC HT  -         291.425 (meters)     956.12  (feet)  COMP
 GZ0287  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 GZ0287
 GZ0287  VERT ORDER  -  SECOND    CLASS 0
 GZ0287
 GZ0287.The horizontal coordinates were scaled from a topographic map and have
 GZ0287.an estimated accuracy of +/- 6 seconds.
 GZ0287
 GZ0287.The orthometric height was determined by differential leveling
 GZ0287.and adjusted by the National Geodetic Survey in June 1991..
 GZ0287
 GZ0287.The geoid height was determined by GEOID03.
 GZ0287
 GZ0287.The dynamic height is computed by dividing the NAVD 88
 GZ0287.geopotential number by the normal gravity value computed on the
 GZ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0287.degrees latitude (g = 980.6199 gals.).
 GZ0287
 GZ0287.The modeled gravity was interpolated from observed gravity values.
 GZ0287
 GZ0287;                    North         East    Units  Estimated Accuracy
 GZ0287;SPC KY1Z     - 1,107,400.    1,642,530.      MT  (+/- 180 meters Scaled)
 GZ0287
 GZ0287                          SUPERSEDED SURVEY CONTROL
 GZ0287
 GZ0287  NGVD 29 (??/??/92)  291.808  (m)          957.37   (f) ADJ UNCH    2 0
 GZ0287
 GZ0287.Superseded values are not recommended for survey control.
 GZ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0287.See file dsdata.txt to determine how the superseded data were derived.
 GZ0287
 GZ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG533308(NAD 83)
 GZ0287_MARKER: DB = BENCH MARK DISK
 GZ0287_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0287_SP_SET: ROCK LEDGE
 GZ0287_STAMPING: E 182 1950 957.373
 GZ0287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0287+STABILITY: POSITION/ELEVATION WELL
 GZ0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0287+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 GZ0287
 GZ0287  HISTORY     - Date     Condition        Report By
 GZ0287  HISTORY     - 1950     MONUMENTED       CGS
 GZ0287  HISTORY     - 1957     GOOD             NGS
 GZ0287  HISTORY     - 20050425 GOOD             KYTC
 GZ0287
 GZ0287                          STATION DESCRIPTION
 GZ0287
 GZ0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0287'3.6 MI NW FROM VICTORY.
 GZ0287'ABOUT 3.65 MILES NORTHWEST ALONG U.S. HIGHWAY 25 FROM THE POST
 GZ0287'OFFICE AT VICTORY, ABOUT 0.65 MILE NORTHWEST OF A BRIDGE OVER
 GZ0287'PARKERS CREEK, ABOUT 0.45 MILE SOUTHEAST OF A BRIDGE OVER SCOTTS
 GZ0287'BRANCH, SET IN THE TOP OF SHELF OF A SANDSTONE LEDGE, 48 FEET
 GZ0287'SOUTHEAST OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL OF AN
 GZ0287'18-INCH PIPE CULVERT, 24 FEET NORTHWEST OF A PROMINENT ROCK
 GZ0287'LEDGE ABOUT 7 BY 9 FEET, 17 FEET NORTHEAST OF THE CENTER LINE
 GZ0287'OF THE HIGHWAY AND ABOUT 2 FEET ABOVE THE HIGHWAY.  NOTE-- THE
 GZ0287'HIGHWAY FROM VICTORY IS NOW STATE HIGHWAY 490.
 GZ0287
 GZ0287                          STATION RECOVERY (1957)
 GZ0287
 GZ0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0287'RECOVERED IN GOOD CONDITION.
 GZ0287
 GZ0287                          STATION RECOVERY (2005)
 GZ0287
 GZ0287'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2655 ***********************************************************************
 GY2655  DESIGNATION -  E 183
 GY2655  PID         -  GY2655
 GY2655  STATE/COUNTY-  KY/LAUREL
 GY2655  USGS QUAD   -  PORTERSBURG (1979)
 GY2655
 GY2655                         *CURRENT SURVEY CONTROL
 GY2655  ___________________________________________________________________
 GY2655* NAD 83(1986)-  37 08 14.     (N)    083 57 32.     (W)     SCALED    
 GY2655* NAVD 88     -       365.735  (meters)    1199.92   (feet)  ADJUSTED  
 GY2655  ___________________________________________________________________
 GY2655  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GY2655  DYNAMIC HT  -         365.441 (meters)    1198.95  (feet)  COMP
 GY2655  MODELED GRAV-     979,817.0   (mgal)                       NAVD 88
 GY2655
 GY2655  VERT ORDER  -  SECOND    CLASS 0
 GY2655
 GY2655.The horizontal coordinates were scaled from a topographic map and have
 GY2655.an estimated accuracy of +/- 6 seconds.
 GY2655
 GY2655.The orthometric height was determined by differential leveling
 GY2655.and adjusted by the National Geodetic Survey in June 1991..
 GY2655
 GY2655.The geoid height was determined by GEOID03.
 GY2655
 GY2655.The dynamic height is computed by dividing the NAVD 88
 GY2655.geopotential number by the normal gravity value computed on the
 GY2655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2655.degrees latitude (g = 980.6199 gals.).
 GY2655
 GY2655.The modeled gravity was interpolated from observed gravity values.
 GY2655
 GY2655;                    North         East    Units  Estimated Accuracy
 GY2655;SPC KY1Z     - 1,090,750.    1,659,130.      MT  (+/- 180 meters Scaled)
 GY2655
 GY2655                          SUPERSEDED SURVEY CONTROL
 GY2655
 GY2655  NGVD 29 (??/??/92)  365.887  (m)         1200.41   (f) ADJ UNCH    2 0
 GY2655
 GY2655.Superseded values are not recommended for survey control.
 GY2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2655.See file dsdata.txt to determine how the superseded data were derived.
 GY2655
 GY2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB371141(NAD 83)
 GY2655_MARKER: DB = BENCH MARK DISK
 GY2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2655_STAMPING: E 183 1950 1200.414
 GY2655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2655+STABILITY: SURFACE MOTION
 GY2655
 GY2655  HISTORY     - Date     Condition        Report By
 GY2655  HISTORY     - 1950     MONUMENTED       CGS
 GY2655  HISTORY     - 1957     POOR             NGS
 GY2655  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2655
 GY2655                          STATION DESCRIPTION
 GY2655
 GY2655'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2655'3.4 MI S FROM LANGNAU.
 GY2655'ABOUT 0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 472 FROM WYATTS
 GY2655'CHAPEL METHODIST CHURCH AT LANGNAU, THENCE ABOUT 0.6 MILE SOUTH
 GY2655'ALONG A GRAVEL ROAD THENCE ABOUT 1.9 MILES SOUTH ALONG A DIM ROAD,
 GY2655'THENCE ABOUT 0.5 MILES EAST AND SOUTHEAST ALONG A ROAD, AT THE
 GY2655'RESIDENCE OF GORDON CROOK, 77 FEET NORTHEAST AND ACROSS ROAD FROM
 GY2655'THE NORTH CORNER OF THE NORTHWEST ONE OF TWO STONE CHIMNEYS OF
 GY2655'HOUSE, 77 FEET EAST OF THE CENTER OF A DRILLED WELL, 33 FEET
 GY2655'NORTHEAST OF THE CENTER LINE OF THE ROAD, 27 FEET EAST OF A
 GY2655'40-INCH OAK TREE, 17 FEET NORTHWEST OF A 36-INCH OAK TREE, 1 1/2
 GY2655'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW
 GY2655'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GY2655'INCHES.  NOTE-- MARK MAY BE REACHED FROM PROVIDENCE BAPTIST CHURCH
 GY2655'AT LIDA BY GOING ABOUT 1.35 MILES NORTHWEST ALONG A DIRT ROAD,
 GY2655'THENCE ABOUT 2.65 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE
 GY2655'ABOUT 0.85 MILE NORTHWEST ALONG A DIRT ROAD.
 GY2655
 GY2655                          STATION RECOVERY (1957)
 GY2655
 GY2655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2655'MARK RECOVERED IN POOR CONDITION.
 GY2655
 GY2655                          STATION RECOVERY (1977)
 GY2655
 GY2655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0316 ***********************************************************************
 GZ0316  DESIGNATION -  E 184
 GZ0316  PID         -  GZ0316
 GZ0316  STATE/COUNTY-  KY/JACKSON
 GZ0316  USGS QUAD   -  PARROT (1976)
 GZ0316
 GZ0316                         *CURRENT SURVEY CONTROL
 GZ0316  ___________________________________________________________________
 GZ0316* NAD 83(1986)-  37 16 11.     (N)    084 02 59.     (W)     SCALED    
 GZ0316* NAVD 88     -       294.658  (meters)     966.72   (feet)  ADJUSTED  
 GZ0316  ___________________________________________________________________
 GZ0316  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GZ0316  DYNAMIC HT  -         294.429 (meters)     965.97  (feet)  COMP
 GZ0316  MODELED GRAV-     979,843.1   (mgal)                       NAVD 88
 GZ0316
 GZ0316  VERT ORDER  -  SECOND    CLASS 0
 GZ0316
 GZ0316.The horizontal coordinates were scaled from a topographic map and have
 GZ0316.an estimated accuracy of +/- 6 seconds.
 GZ0316
 GZ0316.The orthometric height was determined by differential leveling
 GZ0316.and adjusted by the National Geodetic Survey in June 1991..
 GZ0316
 GZ0316.The geoid height was determined by GEOID03.
 GZ0316
 GZ0316.The dynamic height is computed by dividing the NAVD 88
 GZ0316.geopotential number by the normal gravity value computed on the
 GZ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0316.degrees latitude (g = 980.6199 gals.).
 GZ0316
 GZ0316.The modeled gravity was interpolated from observed gravity values.
 GZ0316
 GZ0316;                    North         East    Units  Estimated Accuracy
 GZ0316;SPC KY1Z     - 1,105,300.    1,650,790.      MT  (+/- 180 meters Scaled)
 GZ0316
 GZ0316                          SUPERSEDED SURVEY CONTROL
 GZ0316
 GZ0316  NGVD 29 (??/??/92)  294.817  (m)          967.25   (f) ADJ UNCH    2 0
 GZ0316
 GZ0316.Superseded values are not recommended for survey control.
 GZ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0316.See file dsdata.txt to determine how the superseded data were derived.
 GZ0316
 GZ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG616288(NAD 83)
 GZ0316_MARKER: DB = BENCH MARK DISK
 GZ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0316_STAMPING: E 184 1950 967.245
 GZ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0316+STABILITY: SURFACE MOTION
 GZ0316
 GZ0316  HISTORY     - Date     Condition        Report By
 GZ0316  HISTORY     - 1950     MONUMENTED       CGS
 GZ0316  HISTORY     - 1957     GOOD             NGS
 GZ0316  HISTORY     - 20050425 MARK NOT FOUND   KYTC
 GZ0316
 GZ0316                          STATION DESCRIPTION
 GZ0316
 GZ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0316'2.6 MI NE FROM GREENMOUNT.
 GZ0316'ABOUT 2.55 MILES NORTHEAST ALONG STATE HIGHWAY 30 FROM THE
 GZ0316'JUNCTION OF STATE HIGHWAY 585 AT GREENMOUNT, ABOUT 0.3 MILE
 GZ0316'NORTHWEST OF A BRIDGE OVER MOORES CREEK, AT A DIM ROAD SOUTH,
 GZ0316'51 FEET NORTH OF THE CENTER OF THE JUNCTION, 48 FEET WEST OF
 GZ0316'THE SOUTHWEST CORNER OF CUNAGINS STORE BUILDING, 36 FEET NORTH
 GZ0316'OF THE CENTER LINE OF THE HIGHWAY, 30 1/2 FEET EAST OF THE
 GZ0316'SOUTHEAST CORNER OF A TAR PAPER COVERED SHACK, 44 FEET
 GZ0316'NORTHEAST OF A FENCE CORNER, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 GZ0316'WITNESS POST, ABOUT 4 FEET ABOVE THE HIGHWAY AND SET IN THE
 GZ0316'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS
 GZ0316'ABOUT 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE
 GZ0316'POST OFFICE AT PEOPLES.
 GZ0316
 GZ0316                          STATION RECOVERY (1957)
 GZ0316
 GZ0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0316'RECOVERED IN GOOD CONDITION.
 GZ0316
 GZ0316                          STATION RECOVERY (2005)
 GZ0316
 GZ0316'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2574 ***********************************************************************
 GY2574  DESIGNATION -  E 186
 GY2574  PID         -  GY2574
 GY2574  STATE/COUNTY-  KY/CLAY
 GY2574  USGS QUAD   -  MAULDEN (1979)
 GY2574
 GY2574                         *CURRENT SURVEY CONTROL
 GY2574  ___________________________________________________________________
 GY2574* NAD 83(1986)-  37 18 32.     (N)    083 47 30.     (W)     SCALED    
 GY2574* NAVD 88     -       286.063  (meters)     938.52   (feet)  ADJUSTED  
 GY2574  ___________________________________________________________________
 GY2574  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GY2574  DYNAMIC HT  -         285.839 (meters)     937.79  (feet)  COMP
 GY2574  MODELED GRAV-     979,840.0   (mgal)                       NAVD 88
 GY2574
 GY2574  VERT ORDER  -  SECOND    CLASS 0
 GY2574
 GY2574.The horizontal coordinates were scaled from a topographic map and have
 GY2574.an estimated accuracy of +/- 6 seconds.
 GY2574
 GY2574.The orthometric height was determined by differential leveling
 GY2574.and adjusted by the National Geodetic Survey in June 1991..
 GY2574
 GY2574.The geoid height was determined by GEOID03.
 GY2574
 GY2574.The dynamic height is computed by dividing the NAVD 88
 GY2574.geopotential number by the normal gravity value computed on the
 GY2574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2574.degrees latitude (g = 980.6199 gals.).
 GY2574
 GY2574.The modeled gravity was interpolated from observed gravity values.
 GY2574
 GY2574;                    North         East    Units  Estimated Accuracy
 GY2574;SPC KY1Z     - 1,110,090.    1,673,590.      MT  (+/- 180 meters Scaled)
 GY2574
 GY2574                          SUPERSEDED SURVEY CONTROL
 GY2574
 GY2574  NGVD 29 (??/??/92)  286.225  (m)          939.06   (f) ADJ UNCH    2 0
 GY2574
 GY2574.Superseded values are not recommended for survey control.
 GY2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2574.See file dsdata.txt to determine how the superseded data were derived.
 GY2574
 GY2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB525327(NAD 83)
 GY2574_MARKER: DB = BENCH MARK DISK
 GY2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2574_STAMPING: E 186 1950 939.057
 GY2574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2574+STABILITY: SURFACE MOTION
 GY2574
 GY2574  HISTORY     - Date     Condition        Report By
 GY2574  HISTORY     - 1950     MONUMENTED       CGS
 GY2574  HISTORY     - 1957     GOOD             NGS
 GY2574  HISTORY     - 20010829 MARK NOT FOUND   KYDT
 GY2574
 GY2574                          STATION DESCRIPTION
 GY2574
 GY2574'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2574'1.6 MI N FROM CHESTNUTBURG.
 GY2574'ABOUT 1.55 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY2574'AT CHESTNUTBURG, ABOUT 0.65 MILE SOUTHWEST OF SEXTONS CREEK, ON
 GY2574'THE NORTH SLOPE OF A HILL, 199 FEET NORTHEAST OF THE CENTER OF
 GY2574'THE JUNCTION OF ROAD AND DRIVE WEST TO A WHITE FRAME HOUSE, 72
 GY2574'FEET NORTH OF THE NORTHEAST CORNER OF A BARN, 31 FEET EAST OF
 GY2574'THE CENTER LINE OF THE ROAD, 17 1/2 FEET EAST OF THE NORTH END OF
 GY2574'AN 18-INCH PIPE CULVERT UNDER FARM DRIVE, 1 1/2 FEET SOUTH OF
 GY2574'THE SOUTHEAST CORNER OF A SMALL FARM BUILDING, ABOUT 3 1/2 FEET
 GY2574'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2574'6 INCHES.
 GY2574
 GY2574                          STATION RECOVERY (1957)
 GY2574
 GY2574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2574'RECOVERED IN GOOD CONDITION.
 GY2574
 GY2574                          STATION RECOVERY (2001)
 GY2574
 GY2574'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY2574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2454 ***********************************************************************
 GY2454  DESIGNATION -  E 187
 GY2454  PID         -  GY2454
 GY2454  STATE/COUNTY-  KY/CLAY
 GY2454  USGS QUAD   -  BIG CREEK (1979)
 GY2454
 GY2454                         *CURRENT SURVEY CONTROL
 GY2454  ___________________________________________________________________
 GY2454* NAD 83(1986)-  37 09 50.     (N)    083 34 47.     (W)     SCALED    
 GY2454* NAVD 88     -       260.126  (meters)     853.43   (feet)  ADJUSTED  
 GY2454  ___________________________________________________________________
 GY2454  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GY2454  DYNAMIC HT  -         259.917 (meters)     852.74  (feet)  COMP
 GY2454  MODELED GRAV-     979,820.2   (mgal)                       NAVD 88
 GY2454
 GY2454  VERT ORDER  -  SECOND    CLASS 0
 GY2454
 GY2454.The horizontal coordinates were scaled from a topographic map and have
 GY2454.an estimated accuracy of +/- 6 seconds.
 GY2454
 GY2454.The orthometric height was determined by differential leveling
 GY2454.and adjusted by the National Geodetic Survey in June 1991..
 GY2454
 GY2454.The geoid height was determined by GEOID03.
 GY2454
 GY2454.The dynamic height is computed by dividing the NAVD 88
 GY2454.geopotential number by the normal gravity value computed on the
 GY2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2454.degrees latitude (g = 980.6199 gals.).
 GY2454
 GY2454.The modeled gravity was interpolated from observed gravity values.
 GY2454
 GY2454;                    North         East    Units  Estimated Accuracy
 GY2454;SPC KY1Z     - 1,094,420.    1,692,740.      MT  (+/- 180 meters Scaled)
 GY2454
 GY2454                          SUPERSEDED SURVEY CONTROL
 GY2454
 GY2454  NGVD 29 (??/??/92)  260.28   (m)          853.9    (f) COMPUTED    2 0
 GY2454
 GY2454.Superseded values are not recommended for survey control.
 GY2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2454.See file dsdata.txt to determine how the superseded data were derived.
 GY2454
 GY2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB709161(NAD 83)
 GY2454_MARKER: DB = BENCH MARK DISK
 GY2454_SETTING: 80 = SET IN A BOULDER
 GY2454_SP_SET: BOULDER
 GY2454_STAMPING: E 187 1950 853.955
 GY2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2454+STABILITY: SURFACE MOTION
 GY2454
 GY2454  HISTORY     - Date     Condition        Report By
 GY2454  HISTORY     - 1950     MONUMENTED       CGS
 GY2454  HISTORY     - 1957     GOOD             NGS
 GY2454
 GY2454                          STATION DESCRIPTION
 GY2454
 GY2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2454'0.7 MI W FROM BIG CREEK.
 GY2454'ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GY2454'AT BIG CREEK, ABOUT 0.9 MILE EAST OF A BRIDGE OVER RED BIRD RIVER,
 GY2454'SET IN THE TOP OF THE EAST END OF A LARGE PROMINENT SANDSTONE
 GY2454'BOULDER, ABOUT 250 FEET NORTHEAST AND ACROSS HIGHWAY FROM BIG
 GY2454'CREEK HOLINESS CHURCH OF GOD, 282 FEET WEST OF THE SOUTHWEST
 GY2454'CORNER OF A CONCRETE BLOCK STORE OWNED BY W.H. BOWLING, 40 FEET
 GY2454'SOUTH OF A POWER POLE WITH TRANSFORMER, 21 FEET NORTH OF THE
 GY2454'CENTER LINE OF THE HIGHWAY, 25 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 GY2454'CORNER OF A SHACK, AND ABOUT 4 1/2 FEET ABOVE THE HIGHWAY.
 GY2454
 GY2454                          STATION RECOVERY (1957)
 GY2454
 GY2454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2740 ***********************************************************************
 GY2740  DESIGNATION -  E 188
 GY2740  PID         -  GY2740
 GY2740  STATE/COUNTY-  KY/CLAY
 GY2740  USGS QUAD   -  BIG CREEK (1979)
 GY2740
 GY2740                         *CURRENT SURVEY CONTROL
 GY2740  ___________________________________________________________________
 GY2740* NAD 83(1986)-  37 14 03.     (N)    083 31 48.     (W)     SCALED    
 GY2740* NAVD 88     -       293.745  (meters)     963.73   (feet)  ADJUSTED  
 GY2740  ___________________________________________________________________
 GY2740  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GY2740  DYNAMIC HT  -         293.507 (meters)     962.95  (feet)  COMP
 GY2740  MODELED GRAV-     979,812.9   (mgal)                       NAVD 88
 GY2740
 GY2740  VERT ORDER  -  SECOND    CLASS 0
 GY2740
 GY2740.The horizontal coordinates were scaled from a topographic map and have
 GY2740.an estimated accuracy of +/- 6 seconds.
 GY2740
 GY2740.The orthometric height was determined by differential leveling
 GY2740.and adjusted by the National Geodetic Survey in June 1991..
 GY2740
 GY2740.The geoid height was determined by GEOID03.
 GY2740
 GY2740.The dynamic height is computed by dividing the NAVD 88
 GY2740.geopotential number by the normal gravity value computed on the
 GY2740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2740.degrees latitude (g = 980.6199 gals.).
 GY2740
 GY2740.The modeled gravity was interpolated from observed gravity values.
 GY2740
 GY2740;                    North         East    Units  Estimated Accuracy
 GY2740;SPC KY1Z     - 1,102,320.    1,696,970.      MT  (+/- 180 meters Scaled)
 GY2740
 GY2740                          SUPERSEDED SURVEY CONTROL
 GY2740
 GY2740  NGVD 29 (??/??/92)  293.900  (m)          964.24   (f) ADJ UNCH    2 0
 GY2740
 GY2740.Superseded values are not recommended for survey control.
 GY2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2740.See file dsdata.txt to determine how the superseded data were derived.
 GY2740
 GY2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB755238(NAD 83)
 GY2740_MARKER: DB = BENCH MARK DISK
 GY2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2740_STAMPING: E 188 1950 964.237
 GY2740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2740+STABILITY: SURFACE MOTION
 GY2740
 GY2740  HISTORY     - Date     Condition        Report By
 GY2740  HISTORY     - 1950     MONUMENTED       CGS
 GY2740  HISTORY     - 1957     GOOD             NGS
 GY2740  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2740  HISTORY     - 20020328 MARK NOT FOUND   KYDT
 GY2740
 GY2740                          STATION DESCRIPTION
 GY2740
 GY2740'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2740'2.1 MI NW FROM SIZEROCK.
 GY2740'ABOUT 2.1 MILES NORTHWEST ALONG A ROAD FROM THE SCHOOL AT SIZEROCK,
 GY2740'ABOUT 0.9 MILE SOUTHEAST OF THE ROAD JUNCTION AT PANCO, CLAY
 GY2740'COUNTY, ABOUT 0.35 MILE SOUTHEAST OF PANCO POST OFFICE, ABOUT 0.1
 GY2740'MILE EAST AND ACROSS A CREEK FROM A CONCRETE BLOCK SCHOOL, 208
 GY2740'FEET SOUTHEAST OF THE SOUTHEAST END OF A LARGE PROMINENT LEDGE OF
 GY2740'ROCK, 87 FEET SOUTHEAST OF THE SOUTH CORNER OF A LOG HUT, 27
 GY2740'FEET NORTHEAST OF THE CENTER OF JUNCTION OF ROAD AND DRIVE WEST
 GY2740'TO SCHOOL, 25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 GY2740'ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GY2740'PROJECTING 4 INCHES.
 GY2740
 GY2740                          STATION RECOVERY (1957)
 GY2740
 GY2740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2740'RECOVERED IN GOOD CONDITION.
 GY2740
 GY2740                          STATION RECOVERY (1977)
 GY2740
 GY2740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2740'MARK NOT FOUND.
 GY2740
 GY2740                          STATION RECOVERY (2002)
 GY2740
 GY2740'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2676 ***********************************************************************
 GY2676  DESIGNATION -  E 189
 GY2676  PID         -  GY2676
 GY2676  STATE/COUNTY-  KY/CLAY
 GY2676  USGS QUAD   -  HIMA (1979)
 GY2676
 GY2676                         *CURRENT SURVEY CONTROL
 GY2676  ___________________________________________________________________
 GY2676* NAD 83(1986)-  37 04 35.     (N)    083 51 24.     (W)     SCALED    
 GY2676* NAVD 88     -       294.757  (meters)     967.05   (feet)  ADJUSTED  
 GY2676  ___________________________________________________________________
 GY2676  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GY2676  DYNAMIC HT  -         294.520 (meters)     966.27  (feet)  COMP
 GY2676  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 GY2676
 GY2676  VERT ORDER  -  SECOND    CLASS 0
 GY2676
 GY2676.The horizontal coordinates were scaled from a topographic map and have
 GY2676.an estimated accuracy of +/- 6 seconds.
 GY2676
 GY2676.The orthometric height was determined by differential leveling
 GY2676.and adjusted by the National Geodetic Survey in June 1991..
 GY2676
 GY2676.The geoid height was determined by GEOID03.
 GY2676
 GY2676.The dynamic height is computed by dividing the NAVD 88
 GY2676.geopotential number by the normal gravity value computed on the
 GY2676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2676.degrees latitude (g = 980.6199 gals.).
 GY2676
 GY2676.The modeled gravity was interpolated from observed gravity values.
 GY2676
 GY2676;                    North         East    Units  Estimated Accuracy
 GY2676;SPC KY1Z     - 1,084,180.    1,668,350.      MT  (+/- 180 meters Scaled)
 GY2676
 GY2676                          SUPERSEDED SURVEY CONTROL
 GY2676
 GY2676  NGVD 29 (??/??/92)  294.912  (m)          967.56   (f) ADJ UNCH    2 0
 GY2676
 GY2676.Superseded values are not recommended for survey control.
 GY2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2676.See file dsdata.txt to determine how the superseded data were derived.
 GY2676
 GY2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB460071(NAD 83)
 GY2676_MARKER: DB = BENCH MARK DISK
 GY2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2676_STAMPING: E 189 1950 967.557
 GY2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2676+STABILITY: SURFACE MOTION
 GY2676
 GY2676  HISTORY     - Date     Condition        Report By
 GY2676  HISTORY     - 1950     MONUMENTED       CGS
 GY2676  HISTORY     - 1957     GOOD             NGS
 GY2676
 GY2676                          STATION DESCRIPTION
 GY2676
 GY2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2676'4 MI W FROM COTTONGIN.
 GY2676'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE CONCRTE
 GY2676'BRIDGE OVER GOOSE CREEK AT COTTONGIN, THENCE ABOUT 1.0 MILE
 GY2676'NORTHWEST ALONG A DIRT ROAD, THENCE ABOUT 2.85 MILES WEST ALONG
 GY2676'A DIM ROAD, AT THE JUNCTION OF A ROAD NORTH, 69 FEET NORTHEAST
 GY2676'OF THE CENTER OF THE JUNCTION, 62 FEET NORTH OF THE CENTER LINE
 GY2676'OF THE ROAD, 27 FEET EAST OF THE CENTER LINE OF ROAD NORTH,
 GY2676'17 1/2 FEET SOUTH OF A TRIANGULAR BLAZED 40-INCH OAK TREE,
 GY2676'11 1/2 FEET WEST OF A 40-INCH OAK TREE, ABOUT 3 FEET ABOVE THE
 GY2676'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GY2676
 GY2676                          STATION RECOVERY (1957)
 GY2676
 GY2676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0893 ***********************************************************************
 HA0893  DESIGNATION -  E 19
 HA0893  PID         -  HA0893
 HA0893  STATE/COUNTY-  KY/CALDWELL
 HA0893  USGS QUAD   -  PRINCETON WEST (1967)
 HA0893
 HA0893                         *CURRENT SURVEY CONTROL
 HA0893  ___________________________________________________________________
 HA0893* NAD 83(1986)-  37 06 38.     (N)    087 53 13.     (W)     SCALED    
 HA0893* NAVD 88     -       146.617  (meters)     481.03   (feet)  ADJUSTED  
 HA0893  ___________________________________________________________________
 HA0893  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 HA0893  DYNAMIC HT  -         146.506 (meters)     480.66  (feet)  COMP
 HA0893  MODELED GRAV-     979,871.0   (mgal)                       NAVD 88
 HA0893
 HA0893  VERT ORDER  -  FIRST     CLASS I
 HA0893
 HA0893.The horizontal coordinates were scaled from a topographic map and have
 HA0893.an estimated accuracy of +/- 6 seconds.
 HA0893
 HA0893.The orthometric height was determined by differential leveling
 HA0893.and adjusted by the National Geodetic Survey in June 1991..
 HA0893
 HA0893.The geoid height was determined by GEOID03.
 HA0893
 HA0893.The dynamic height is computed by dividing the NAVD 88
 HA0893.geopotential number by the normal gravity value computed on the
 HA0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0893.degrees latitude (g = 980.6199 gals.).
 HA0893
 HA0893.The modeled gravity was interpolated from observed gravity values.
 HA0893
 HA0893;                    North         East    Units  Estimated Accuracy
 HA0893;SPC KY1Z     - 1,088,440.    1,310,080.      MT  (+/- 180 meters Scaled)
 HA0893
 HA0893                          SUPERSEDED SURVEY CONTROL
 HA0893
 HA0893  NGVD 29 (??/??/92)  146.678  (m)          481.23   (f) ADJ UNCH    1 1
 HA0893
 HA0893.Superseded values are not recommended for survey control.
 HA0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0893.See file dsdata.txt to determine how the superseded data were derived.
 HA0893
 HA0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG211075(NAD 83)
 HA0893_MARKER: DB = BENCH MARK DISK
 HA0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0893_SP_SET: CONCRETE POST
 HA0893_STAMPING: E 19 1934
 HA0893_MARK LOGO: CGS   
 HA0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0893+STABILITY: SURFACE MOTION
 HA0893
 HA0893  HISTORY     - Date     Condition        Report By
 HA0893  HISTORY     - 1934     MONUMENTED       CGS
 HA0893  HISTORY     - 1968     GOOD             NGS
 HA0893  HISTORY     - 1985     GOOD             NGS
 HA0893
 HA0893                          STATION DESCRIPTION
 HA0893
 HA0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0893'0.3 MI NW FROM PRINCETON.
 HA0893'ABOUT 0.3 MILE NORTHWEST ALONG WEST MAIN STREET FROM THE CALDWELL
 HA0893'COUNTY COURTHOUSE AT PRINCETON, 7 FEET SOUTHWEST OF THE EXTENDED
 HA0893'CENTERLINE OF THE STREET, 11 1/2 FEET NORTHWEST OF THE NORTHWEST
 HA0893'CURB OF PLUM STREET, 106 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 HA0893'R.E. BUTLER HIGH SCHOOL BRICK GYMNASIUM, 17 FEET NORTH OF A POWER
 HA0893'POLE WHICH BEARS A STREET LIGHT, 6.6 FEET SOUTHWEST OF THE SOUTHEAST
 HA0893'EDGE OF A CONCRETE SIDEWALK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HA0893'STREET, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
 HA0893
 HA0893                          STATION RECOVERY (1985)
 HA0893
 HA0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2771 ***********************************************************************
 GY2771  DESIGNATION -  E 190
 GY2771  PID         -  GY2771
 GY2771  STATE/COUNTY-  KY/CLAY
 GY2771  USGS QUAD   -  HIMA (1979)
 GY2771
 GY2771                         *CURRENT SURVEY CONTROL
 GY2771  ___________________________________________________________________
 GY2771* NAD 83(1986)-  37 02 38.     (N)    083 45 15.     (W)     SCALED    
 GY2771* NAVD 88     -       282.195  (meters)     925.83   (feet)  ADJUSTED  
 GY2771  ___________________________________________________________________
 GY2771  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GY2771  DYNAMIC HT  -         281.968 (meters)     925.09  (feet)  COMP
 GY2771  MODELED GRAV-     979,817.6   (mgal)                       NAVD 88
 GY2771
 GY2771  VERT ORDER  -  SECOND    CLASS 0
 GY2771
 GY2771.The horizontal coordinates were scaled from a topographic map and have
 GY2771.an estimated accuracy of +/- 6 seconds.
 GY2771
 GY2771.The orthometric height was determined by differential leveling
 GY2771.and adjusted by the National Geodetic Survey in June 1991..
 GY2771
 GY2771.The geoid height was determined by GEOID03.
 GY2771
 GY2771.The dynamic height is computed by dividing the NAVD 88
 GY2771.geopotential number by the normal gravity value computed on the
 GY2771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2771.degrees latitude (g = 980.6199 gals.).
 GY2771
 GY2771.The modeled gravity was interpolated from observed gravity values.
 GY2771
 GY2771;                    North         East    Units  Estimated Accuracy
 GY2771;SPC KY1Z     - 1,080,760.    1,677,540.      MT  (+/- 180 meters Scaled)
 GY2771
 GY2771                          SUPERSEDED SURVEY CONTROL
 GY2771
 GY2771  NGVD 29 (??/??/92)  282.354  (m)          926.36   (f) ADJ UNCH    2 0
 GY2771
 GY2771.Superseded values are not recommended for survey control.
 GY2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2771.See file dsdata.txt to determine how the superseded data were derived.
 GY2771
 GY2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB550032(NAD 83)
 GY2771_MARKER: DB = BENCH MARK DISK
 GY2771_SETTING: 66 = SET IN ROCK OUTCROP
 GY2771_SP_SET: ROCK OUTCROP
 GY2771_STAMPING: E 190 1950 926.356
 GY2771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2771+STABILITY: POSITION/ELEVATION WELL
 GY2771
 GY2771  HISTORY     - Date     Condition        Report By
 GY2771  HISTORY     - 1950     MONUMENTED       CGS
 GY2771  HISTORY     - 1957     POOR             NGS
 GY2771
 GY2771                          STATION DESCRIPTION
 GY2771
 GY2771'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2771'3.6 MI NW FROM OGLE.
 GY2771'ABOUT 0.15 MILE NORTHEAST ALONG A NARROW GRAVEL ROAD FROM
 GY2771'BRIDGE OVER A CREEK AND POST OFFICE AT OGLE, THENCE ABOUT 3.4
 GY2771'MILES NORTHWEST AND WEST ALONG A TRAIL AND DIM ROAD, ABOUT 0.2
 GY2771'MILES SOUTHWEST OF UPPER BUZZARD CREEK SCHOOL, ABOUT 0.1
 GY2771'MILE SOUTHEAST OF A 1-STORY FRAME HOUSE, 231 FEET NORTHEAST
 GY2771'OF CENTER OF JUNCTION OF DRIVE NORTHWEST TO HOUSE, SET IN THE
 GY2771'TOP OF A ROUND OUTCROP OF SANDSTONE 26 FEET WEST OF A LONE
 GY2771'26-INCH FORKED OAK TREE, 25 FEET SOUTHEAST AND ACROSS ROAD
 GY2771'FROM CENTER OF A CREEK BED, 13 FEET SOUTHEAST OF CENTER LINE OF
 GY2771'ROAD, 12 FEET NORTHWEST OF A SMALL SPRING IN ROCK LEDGE AND
 GY2771'ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 GY2771
 GY2771                          STATION RECOVERY (1957)
 GY2771
 GY2771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2771'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0371 ***********************************************************************
 GB0371  DESIGNATION -  E 191
 GB0371  PID         -  GB0371
 GB0371  STATE/COUNTY-  KY/MCCREARY
 GB0371  USGS QUAD   -  WIBORG (1981)
 GB0371
 GB0371                         *CURRENT SURVEY CONTROL
 GB0371  ___________________________________________________________________
 GB0371* NAD 83(1986)-  36 47 57.     (N)    084 22 38.     (W)     SCALED    
 GB0371* NAVD 88     -       330.916  (meters)    1085.68   (feet)  ADJUSTED  
 GB0371  ___________________________________________________________________
 GB0371  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GB0371  DYNAMIC HT  -         330.656 (meters)    1084.83  (feet)  COMP
 GB0371  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 GB0371
 GB0371  VERT ORDER  -  SECOND    CLASS 0
 GB0371
 GB0371.The horizontal coordinates were scaled from a topographic map and have
 GB0371.an estimated accuracy of +/- 6 seconds.
 GB0371
 GB0371.The orthometric height was determined by differential leveling
 GB0371.and adjusted by the National Geodetic Survey in June 1991..
 GB0371
 GB0371.The geoid height was determined by GEOID03.
 GB0371
 GB0371.The dynamic height is computed by dividing the NAVD 88
 GB0371.geopotential number by the normal gravity value computed on the
 GB0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0371.degrees latitude (g = 980.6199 gals.).
 GB0371
 GB0371.The modeled gravity was interpolated from observed gravity values.
 GB0371
 GB0371;                    North         East    Units  Estimated Accuracy
 GB0371;SPC KY1Z     - 1,052,600.    1,622,520.      MT  (+/- 180 meters Scaled)
 GB0371
 GB0371                          SUPERSEDED SURVEY CONTROL
 GB0371
 GB0371  NGVD 29 (??/??/92)  331.070  (m)         1086.19   (f) ADJ UNCH    2 0
 GB0371
 GB0371.Superseded values are not recommended for survey control.
 GB0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0371.See file dsdata.txt to determine how the superseded data were derived.
 GB0371
 GB0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF340758(NAD 83)
 GB0371_MARKER: DB = BENCH MARK DISK
 GB0371_SETTING: 66 = SET IN ROCK OUTCROP
 GB0371_SP_SET: ROCK CUT
 GB0371_STAMPING: E 191 1950 1086.185
 GB0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0371+STABILITY: POSITION/ELEVATION WELL
 GB0371
 GB0371  HISTORY     - Date     Condition        Report By
 GB0371  HISTORY     - 1950     MONUMENTED       CGS
 GB0371  HISTORY     - 1957     GOOD             NGS
 GB0371
 GB0371                          STATION DESCRIPTION
 GB0371
 GB0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0371'4.9 MI SW FROM CUMBERLAND FALLS.
 GB0371'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 90 FROM THE WEST FERRY
 GB0371'LANDING ON THE CUMBERLAND RIVER AT CUMBERLAND FALLS, THENCE ABOUT
 GB0371'2.8 MILES SOUTH ALONG STATE HIGHWAY 700, ABOUT 0.45 MILE SOUTH
 GB0371'OF A BRIDGE OVER INDIAN CREEK, SET IN THE TOP OF THE BOTTOM
 GB0371'LEDGE OF A LONG ROCK BENCH CUT, ON THE NORTH SLOPE OF A LONG
 GB0371'CROOKED HILL, 14 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT
 GB0371'78 YARDS NORTH OF THE SOUTH END OF CUT, 2 1/2 FEET NORTH OF A
 GB0371'6-INCH TRIANGLE CUT IN VERTICAL FACE OF ROCK AND ABOUT 2 FEET
 GB0371'ABOVE THE ROAD.
 GB0371
 GB0371                          STATION RECOVERY (1957)
 GB0371
 GB0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0255 ***********************************************************************
 GB0255  DESIGNATION -  E 192
 GB0255  PID         -  GB0255
 GB0255  STATE/COUNTY-  KY/MCCREARY
 GB0255  USGS QUAD   -  WHITLEY CITY (1982)
 GB0255
 GB0255                         *CURRENT SURVEY CONTROL
 GB0255  ___________________________________________________________________
 GB0255* NAD 83(1986)-  36 43 48.     (N)    084 25 18.     (W)     SCALED    
 GB0255* NAVD 88     -       389.641  (meters)    1278.35   (feet)  ADJUSTED  
 GB0255  ___________________________________________________________________
 GB0255  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GB0255  DYNAMIC HT  -         389.329 (meters)    1277.32  (feet)  COMP
 GB0255  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 GB0255
 GB0255  VERT ORDER  -  SECOND    CLASS 0
 GB0255
 GB0255.The horizontal coordinates were scaled from a topographic map and have
 GB0255.an estimated accuracy of +/- 6 seconds.
 GB0255
 GB0255.The orthometric height was determined by differential leveling
 GB0255.and adjusted by the National Geodetic Survey in June 1991..
 GB0255
 GB0255.The geoid height was determined by GEOID03.
 GB0255
 GB0255.The dynamic height is computed by dividing the NAVD 88
 GB0255.geopotential number by the normal gravity value computed on the
 GB0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0255.degrees latitude (g = 980.6199 gals.).
 GB0255
 GB0255.The modeled gravity was interpolated from observed gravity values.
 GB0255
 GB0255;                    North         East    Units  Estimated Accuracy
 GB0255;SPC KY1Z     - 1,044,870.    1,618,660.      MT  (+/- 180 meters Scaled)
 GB0255
 GB0255                          SUPERSEDED SURVEY CONTROL
 GB0255
 GB0255  NGVD 29 (??/??/92)  389.784  (m)         1278.82   (f) ADJ UNCH    2 0
 GB0255
 GB0255.Superseded values are not recommended for survey control.
 GB0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0255.See file dsdata.txt to determine how the superseded data were derived.
 GB0255
 GB0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF302680(NAD 83)
 GB0255_MARKER: DB = BENCH MARK DISK
 GB0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0255_STAMPING: E 192 1950 1278.816
 GB0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0255+STABILITY: SURFACE MOTION
 GB0255
 GB0255  HISTORY     - Date     Condition        Report By
 GB0255  HISTORY     - 1950     MONUMENTED       CGS
 GB0255  HISTORY     - 1957     GOOD             NGS
 GB0255  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0255
 GB0255                          STATION DESCRIPTION
 GB0255
 GB0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0255'3.2 MI E FROM WHITLEY CITY.
 GB0255'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE COURT HOUSE AT
 GB0255'WHITLEY CITY, THENCE ABOUT 3.0 MILES EAST ALONG A BLACK TOP AND
 GB0255'GRAVEL ROAD, ON THE OUTSIDE OF A SHARP TURN IN THE ROAD WITH TANGENTS
 GB0255'EXTENDING NORTH AND EAST, AT A SMALL HOUSE WITH RED IMITATION BRICK
 GB0255'SIDING, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 96 FEET
 GB0255'NORTH OF THE SOUTHWEST CORNER OF THE HOUSE, 20 FEET NORTHWEST OF THE
 GB0255'NORTH CORNER OF A GARAGE, 59 FEET NORTHWEST OF A 12-INCH OAK TREE,
 GB0255'2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GB0255'PROJECTING 6 INCHES.
 GB0255
 GB0255                          STATION RECOVERY (1957)
 GB0255
 GB0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0255'RECOVERED IN GOOD CONDITION.
 GB0255
 GB0255                          STATION RECOVERY (1977)
 GB0255
 GB0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0370 ***********************************************************************
 GB0370  DESIGNATION -  E 193
 GB0370  PID         -  GB0370
 GB0370  STATE/COUNTY-  KY/MCCREARY
 GB0370  USGS QUAD   -  WIBORG (1981)
 GB0370
 GB0370                         *CURRENT SURVEY CONTROL
 GB0370  ___________________________________________________________________
 GB0370* NAD 83(1986)-  36 47 11.     (N)    084 23 09.     (W)     SCALED    
 GB0370* NAVD 88     -       361.025  (meters)    1184.46   (feet)  ADJUSTED  
 GB0370  ___________________________________________________________________
 GB0370  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GB0370  DYNAMIC HT  -         360.741 (meters)    1183.53  (feet)  COMP
 GB0370  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 GB0370
 GB0370  VERT ORDER  -  SECOND    CLASS 0
 GB0370
 GB0370.The horizontal coordinates were scaled from a topographic map and have
 GB0370.an estimated accuracy of +/- 6 seconds.
 GB0370
 GB0370.The orthometric height was determined by differential leveling
 GB0370.and adjusted by the National Geodetic Survey in June 1991..
 GB0370
 GB0370.The geoid height was determined by GEOID03.
 GB0370
 GB0370.The dynamic height is computed by dividing the NAVD 88
 GB0370.geopotential number by the normal gravity value computed on the
 GB0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0370.degrees latitude (g = 980.6199 gals.).
 GB0370
 GB0370.The modeled gravity was interpolated from observed gravity values.
 GB0370
 GB0370;                    North         East    Units  Estimated Accuracy
 GB0370;SPC KY1Z     - 1,051,170.    1,621,770.      MT  (+/- 180 meters Scaled)
 GB0370
 GB0370                          SUPERSEDED SURVEY CONTROL
 GB0370
 GB0370  NGVD 29 (??/??/92)  361.179  (m)         1184.97   (f) ADJ UNCH    2 0
 GB0370
 GB0370.Superseded values are not recommended for survey control.
 GB0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0370.See file dsdata.txt to determine how the superseded data were derived.
 GB0370
 GB0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF332743(NAD 83)
 GB0370_MARKER: DB = BENCH MARK DISK
 GB0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0370_STAMPING: E 193 1951 1184.968
 GB0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0370+STABILITY: SURFACE MOTION
 GB0370
 GB0370  HISTORY     - Date     Condition        Report By
 GB0370  HISTORY     - 1951     MONUMENTED       CGS
 GB0370  HISTORY     - 1957     GOOD             NGS
 GB0370
 GB0370                          STATION DESCRIPTION
 GB0370
 GB0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0370'6 MI SW FROM CUMBERLAND FALLS.
 GB0370'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 90 FROM THE WEST FERRY
 GB0370'LANDING ON THE CUMBERLAND RIVER AT CUMBERLAND FALLS, THENCE ABOUT
 GB0370'3.85 MILES SOUTH ALONG STATE HIGHWAY 700, ABOUT 1.5 MILES
 GB0370'SOUTHWEST OF BRIDGE OVER INDIAN CREEK, ABOUT 0.95 MILE NORTHEAST
 GB0370'OF SAND HILL SCHOOL, ABOUT 0.2 MILE NORTHEAST OF A SIDE ROAD
 GB0370'NORTH, NEAR THE SOUTHWEST END OF A CURVE WITH TANGENTS EXTENDING
 GB0370'EAST AND SOUTHWEST AND AT THE JUNCTION OF A DIM ROAD NORTH,
 GB0370'37 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET
 GB0370'WEST OF THE CENTER LINE OF THE DIM ROAD, 23 FEET SOUTH OF A
 GB0370'10-INCH HICKORY TREE WITH FORKED TOP, ABOUT 2 FEET ABOVE THE
 GB0370'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GB0370
 GB0370                          STATION RECOVERY (1957)
 GB0370
 GB0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0230 ***********************************************************************
 GB0230  DESIGNATION -  E 194
 GB0230  PID         -  GB0230
 GB0230  STATE/COUNTY-  KY/WHITLEY
 GB0230  USGS QUAD   -  ROCKHOLDS (1981)
 GB0230
 GB0230                         *CURRENT SURVEY CONTROL
 GB0230  ___________________________________________________________________
 GB0230* NAD 83(1986)-  36 49 43.     (N)    084 04 35.     (W)     SCALED    
 GB0230* NAVD 88     -       314.421  (meters)    1031.56   (feet)  ADJUSTED  
 GB0230  ___________________________________________________________________
 GB0230  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 GB0230  DYNAMIC HT  -         314.160 (meters)    1030.71  (feet)  COMP
 GB0230  MODELED GRAV-     979,794.1   (mgal)                       NAVD 88
 GB0230
 GB0230  VERT ORDER  -  SECOND    CLASS 0
 GB0230
 GB0230.The horizontal coordinates were scaled from a topographic map and have
 GB0230.an estimated accuracy of +/- 6 seconds.
 GB0230
 GB0230.The orthometric height was determined by differential leveling
 GB0230.and adjusted by the National Geodetic Survey in June 1991..
 GB0230
 GB0230.The geoid height was determined by GEOID03.
 GB0230
 GB0230.The dynamic height is computed by dividing the NAVD 88
 GB0230.geopotential number by the normal gravity value computed on the
 GB0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0230.degrees latitude (g = 980.6199 gals.).
 GB0230
 GB0230.The modeled gravity was interpolated from observed gravity values.
 GB0230
 GB0230;                    North         East    Units  Estimated Accuracy
 GB0230;SPC KY1Z     - 1,056,310.    1,649,310.      MT  (+/- 180 meters Scaled)
 GB0230
 GB0230                          SUPERSEDED SURVEY CONTROL
 GB0230
 GB0230  NGVD 29 (??/??/92)  314.576  (m)         1032.07   (f) ADJ UNCH    2 0
 GB0230
 GB0230.Superseded values are not recommended for survey control.
 GB0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0230.See file dsdata.txt to determine how the superseded data were derived.
 GB0230
 GB0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF607798(NAD 83)
 GB0230_MARKER: DB = BENCH MARK DISK
 GB0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0230_STAMPING: E 194 1951 1032.071
 GB0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0230+STABILITY: SURFACE MOTION
 GB0230
 GB0230  HISTORY     - Date     Condition        Report By
 GB0230  HISTORY     - 1951     MONUMENTED       CGS
 GB0230  HISTORY     - 1957     GOOD             NGS
 GB0230
 GB0230                          STATION DESCRIPTION
 GB0230
 GB0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0230'2.8 MI E FROM ROCKHOLDS.
 GB0230'ABOUT 0.15 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GB0230'RAILROAD FROM THE STATION AT ROCKHOLDS, THENCE ABOUT 2.65 MILES
 GB0230'EAST ALONG A GRAVEL ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING
 GB0230'NORTHEAST, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD,
 GB0230'137 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 55 FEET NORTH
 GB0230'OF THE NORTHEAST CORNER OF A BARN, 80 FEET EAST-SOUTHEAST OF A
 GB0230'DRILLED WELL, 78 FEET SOUTHEAST OF A DUG WELL, 1 FOOT NORTHEAST
 GB0230'OF A FENCE LINE, ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP
 GB0230'OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE MEASUREMENT
 GB0230'FROM THE CORNER OF THE BARN IS 70 FEET.
 GB0230
 GB0230                          STATION RECOVERY (1957)
 GB0230
 GB0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0175 ***********************************************************************
 GB0175  DESIGNATION -  E 195
 GB0175  PID         -  GB0175
 GB0175  STATE/COUNTY-  KY/WHITLEY
 GB0175  USGS QUAD   -  JELLICO WEST (1979)
 GB0175
 GB0175                         *CURRENT SURVEY CONTROL
 GB0175  ___________________________________________________________________
 GB0175* NAD 83(1986)-  36 36 33.     (N)    084 14 13.     (W)     SCALED    
 GB0175* NAVD 88     -       318.259  (meters)    1044.15   (feet)  ADJUSTED  
 GB0175  ___________________________________________________________________
 GB0175  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB0175  DYNAMIC HT  -         317.988 (meters)    1043.27  (feet)  COMP
 GB0175  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 GB0175
 GB0175  VERT ORDER  -  SECOND    CLASS 0
 GB0175
 GB0175.The horizontal coordinates were scaled from a topographic map and have
 GB0175.an estimated accuracy of +/- 6 seconds.
 GB0175
 GB0175.The orthometric height was determined by differential leveling
 GB0175.and adjusted by the National Geodetic Survey in June 1991..
 GB0175
 GB0175.The geoid height was determined by GEOID03.
 GB0175
 GB0175.The dynamic height is computed by dividing the NAVD 88
 GB0175.geopotential number by the normal gravity value computed on the
 GB0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0175.degrees latitude (g = 980.6199 gals.).
 GB0175
 GB0175.The modeled gravity was interpolated from observed gravity values.
 GB0175
 GB0175;                    North         East    Units  Estimated Accuracy
 GB0175;SPC KY1Z     - 1,031,710.    1,635,380.      MT  (+/- 180 meters Scaled)
 GB0175
 GB0175                          SUPERSEDED SURVEY CONTROL
 GB0175
 GB0175  NGVD 29 (??/??/92)  318.394  (m)         1044.60   (f) ADJ UNCH    2 0
 GB0175
 GB0175.Superseded values are not recommended for survey control.
 GB0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0175.See file dsdata.txt to determine how the superseded data were derived.
 GB0175
 GB0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF471550(NAD 83)
 GB0175_MARKER: DB = BENCH MARK DISK
 GB0175_SETTING: 66 = SET IN ROCK OUTCROP
 GB0175_SP_SET: ROCK OUTCROP
 GB0175_STAMPING: E 195 1951 1044.598
 GB0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0175+STABILITY: POSITION/ELEVATION WELL
 GB0175
 GB0175  HISTORY     - Date     Condition        Report By
 GB0175  HISTORY     - 1951     MONUMENTED       CGS
 GB0175  HISTORY     - 1957     GOOD             NGS
 GB0175  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0175
 GB0175                          STATION DESCRIPTION
 GB0175
 GB0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0175'1.8 MI S FROM AYERS.
 GB0175'ABOUT 1.75 MILES SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 GB0175'AYERS, AT THE ZION HILL CHURCH AND SCHOOL AND AT THE JUNCTION OF
 GB0175'ROAD SOUTHWEST, SET IN THE TOP OF AN OUTCROP OF ROCK, 89 FEET
 GB0175'EAST OF THE CENTER OF THE ROAD JUNCTION, 118 1/2 FEET SOUTH OF
 GB0175'THE SOUTHEAST CORNER OF THE SCHOOL, 143 FEET NORTH OF THE
 GB0175'NORTHWEST CORNER OF THE CHURCH, AND ABOUT 15 FEET ABOVE THE
 GB0175'ROAD.
 GB0175
 GB0175                          STATION RECOVERY (1957)
 GB0175
 GB0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0175'RECOVERED IN GOOD CONDITION.
 GB0175
 GB0175                          STATION RECOVERY (1977)
 GB0175
 GB0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1077 ***********************************************************************
 GZ1077  DESIGNATION -  E 196
 GZ1077  PID         -  GZ1077
 GZ1077  STATE/COUNTY-  KY/PULASKI
 GZ1077  USGS QUAD   -  SOMERSET (1987)
 GZ1077
 GZ1077                         *CURRENT SURVEY CONTROL
 GZ1077  ___________________________________________________________________
 GZ1077* NAD 83(1986)-  37 05 47.     (N)    084 35 25.     (W)     SCALED    
 GZ1077* NAVD 88     -       292.814  (meters)     960.67   (feet)  ADJUSTED  
 GZ1077  ___________________________________________________________________
 GZ1077  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GZ1077  DYNAMIC HT  -         292.587 (meters)     959.93  (feet)  COMP
 GZ1077  MODELED GRAV-     979,848.4   (mgal)                       NAVD 88
 GZ1077
 GZ1077  VERT ORDER  -  SECOND    CLASS 0
 GZ1077
 GZ1077.The horizontal coordinates were scaled from a topographic map and have
 GZ1077.an estimated accuracy of +/- 6 seconds.
 GZ1077
 GZ1077.The orthometric height was determined by differential leveling
 GZ1077.and adjusted by the National Geodetic Survey in June 1991..
 GZ1077
 GZ1077.The geoid height was determined by GEOID03.
 GZ1077
 GZ1077.The dynamic height is computed by dividing the NAVD 88
 GZ1077.geopotential number by the normal gravity value computed on the
 GZ1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1077.degrees latitude (g = 980.6199 gals.).
 GZ1077
 GZ1077.The modeled gravity was interpolated from observed gravity values.
 GZ1077
 GZ1077;                    North         East    Units  Estimated Accuracy
 GZ1077;SPC KY1Z     - 1,085,330.    1,603,100.      MT  (+/- 180 meters Scaled)
 GZ1077
 GZ1077                          SUPERSEDED SURVEY CONTROL
 GZ1077
 GZ1077  NGVD 29 (??/??/92)  292.984  (m)          961.23   (f) ADJ UNCH    2 0
 GZ1077
 GZ1077.Superseded values are not recommended for survey control.
 GZ1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1077.See file dsdata.txt to determine how the superseded data were derived.
 GZ1077
 GZ1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG141082(NAD 83)
 GZ1077_MARKER: DB = BENCH MARK DISK
 GZ1077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1077_SP_SET: CULVERT
 GZ1077_STAMPING: E 196 1950 961.232
 GZ1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1077
 GZ1077  HISTORY     - Date     Condition        Report By
 GZ1077  HISTORY     - 1950     MONUMENTED       CGS
 GZ1077  HISTORY     - 1957     GOOD             NGS
 GZ1077  HISTORY     - 1983     GOOD             KYDT
 GZ1077
 GZ1077                          STATION DESCRIPTION
 GZ1077
 GZ1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1077'0.8 MI E FROM SOMERSET.
 GZ1077'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 80 FROM THE COURT
 GZ1077'HOUSE AT SOMERSET, ABOUT 0.65 MILE WEST OF THE JUNCTION OF
 GZ1077'STATE HIGHWAY 192, SET IN THE TOP OF THE EAST END OF THE NORTH
 GZ1077'HEAD WALL OF A 3-FOOT CONCRETE CULVERT, 16 FEET NORTH OF THE
 GZ1077'CENTER LINE OF THE HIGHWAY, 61 FEET NORTHEAST AND ACROSS THE
 GZ1077'HIGHWAY FROM THE NORTHEAST CORNER OF A LARGE CONCRETE BLOCK
 GZ1077'BUILDING AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 GZ1077
 GZ1077                          STATION RECOVERY (1957)
 GZ1077
 GZ1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ1077'RECOVERED IN GOOD CONDITION.
 GZ1077
 GZ1077                          STATION RECOVERY (1983)
 GZ1077
 GZ1077'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0488 ***********************************************************************
 GZ0488  DESIGNATION -  E 197
 GZ0488  PID         -  GZ0488
 GZ0488  STATE/COUNTY-  KY/PULASKI
 GZ0488  USGS QUAD   -  DYKES (1979)
 GZ0488
 GZ0488                         *CURRENT SURVEY CONTROL
 GZ0488  ___________________________________________________________________
 GZ0488* NAD 83(1986)-  37 05 34.     (N)    084 22 31.     (W)     SCALED    
 GZ0488* NAVD 88     -       367.994  (meters)    1207.33   (feet)  ADJUSTED  
 GZ0488  ___________________________________________________________________
 GZ0488  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 GZ0488  DYNAMIC HT  -         367.712 (meters)    1206.40  (feet)  COMP
 GZ0488  MODELED GRAV-     979,852.7   (mgal)                       NAVD 88
 GZ0488
 GZ0488  VERT ORDER  -  SECOND    CLASS 0
 GZ0488
 GZ0488.The horizontal coordinates were scaled from a topographic map and have
 GZ0488.an estimated accuracy of +/- 6 seconds.
 GZ0488
 GZ0488.The orthometric height was determined by differential leveling
 GZ0488.and adjusted by the National Geodetic Survey in June 1991..
 GZ0488
 GZ0488.The geoid height was determined by GEOID03.
 GZ0488
 GZ0488.The dynamic height is computed by dividing the NAVD 88
 GZ0488.geopotential number by the normal gravity value computed on the
 GZ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0488.degrees latitude (g = 980.6199 gals.).
 GZ0488
 GZ0488.The modeled gravity was interpolated from observed gravity values.
 GZ0488
 GZ0488;                    North         East    Units  Estimated Accuracy
 GZ0488;SPC KY1Z     - 1,085,190.    1,622,210.      MT  (+/- 180 meters Scaled)
 GZ0488
 GZ0488                          SUPERSEDED SURVEY CONTROL
 GZ0488
 GZ0488  NGVD 29 (??/??/92)  368.160  (m)         1207.87   (f) ADJ UNCH    2 0
 GZ0488
 GZ0488.Superseded values are not recommended for survey control.
 GZ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0488.See file dsdata.txt to determine how the superseded data were derived.
 GZ0488
 GZ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG332083(NAD 83)
 GZ0488_MARKER: DB = BENCH MARK DISK
 GZ0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0488_STAMPING: E 197 1950 1207.872
 GZ0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0488+STABILITY: SURFACE MOTION
 GZ0488
 GZ0488  HISTORY     - Date     Condition        Report By
 GZ0488  HISTORY     - 1950     MONUMENTED       CGS
 GZ0488  HISTORY     - 1958     GOOD             NGS
 GZ0488
 GZ0488                          STATION DESCRIPTION
 GZ0488
 GZ0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0488'2.7 MI S FROM ACORN.
 GZ0488'ABOUT 2.7 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GZ0488'ACORN, ABOUT 0.95 MILE SOUTH OF THE JUNCTION OF A DIM ROAD WEST
 GZ0488'TO BAKERS MINES, AT A 1 1/2-STORY WHITE FRAME HOUSE, 63 FEET
 GZ0488'NORTHEAST OF THE CENTER LINE OF THE ROAD, 56 1/2 FEET WEST
 GZ0488'OF THE WEST CORNER OF HOUSE, 21 FEET NORTHWEST OF THE CENTER
 GZ0488'LINE OF A DRIVE TO HOUSE, 2 FEET SOUTHWEST OF A POWER POLE ON
 GZ0488'BRANCH LINE TO HOUSE, 2 FEET ABOVE THE ROAD AND SET IN THE TOP
 GZ0488'OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0488
 GZ0488                          STATION RECOVERY (1958)
 GZ0488
 GZ0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2565 ***********************************************************************
 GZ2565  DESIGNATION -  E 198 RESET 1977
 GZ2565  PID         -  GZ2565
 GZ2565  STATE/COUNTY-  KY/PULASKI
 GZ2565  USGS QUAD   -  SHOPVILLE (1987)
 GZ2565
 GZ2565                         *CURRENT SURVEY CONTROL
 GZ2565  ___________________________________________________________________
 GZ2565* NAD 83(1986)-  37 09 26.     (N)    084 28 01.     (W)     SCALED    
 GZ2565* NAVD 88     -       274.79   (meters)     901.5    (feet)  RESET     
 GZ2565  ___________________________________________________________________
 GZ2565  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 GZ2565
 GZ2565  VERT ORDER  -  THIRD
 GZ2565
 GZ2565.The horizontal coordinates were scaled from a topographic map and have
 GZ2565.an estimated accuracy of +/- 6 seconds.
 GZ2565
 GZ2565.The orthometric height was computed from unverified reset data.
 GZ2565.No vertical observational check was made to the station.
 GZ2565
 GZ2565.The geoid height was determined by GEOID03.
 GZ2565
 GZ2565;                    North         East    Units  Estimated Accuracy
 GZ2565;SPC KY1Z     - 1,092,220.    1,613,970.      MT  (+/- 180 meters Scaled)
 GZ2565
 GZ2565                          SUPERSEDED SURVEY CONTROL
 GZ2565
 GZ2565  NGVD 29 (10/08/05)  274.95   (m)          902.1    (f) RESET       3  
 GZ2565
 GZ2565.Superseded values are not recommended for survey control.
 GZ2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2565.See file dsdata.txt to determine how the superseded data were derived.
 GZ2565
 GZ2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG249153(NAD 83)
 GZ2565_MARKER: DB = BENCH MARK DISK
 GZ2565_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ2565_SP_SET: ABUTMENT
 GZ2565_STAMPING: E 198 RESET 1977
 GZ2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2565+STABILITY: SURFACE MOTION
 GZ2565
 GZ2565  HISTORY     - Date     Condition        Report By
 GZ2565  HISTORY     - 1977     MONUMENTED       NGS
 GZ2565
 GZ2565                          STATION DESCRIPTION
 GZ2565
 GZ2565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GZ2565'1.0 MI EAST FROM SHOPVILLE.
 GZ2565'1.0 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL IN SHOPVILLE,
 GZ2565'AT A JUNCTION OF A GRAVEL ROAD LEADING SOUTHEAST, IN THE TOP AND
 GZ2565'SOUTH END OF THE CONCRETE HEADWALLOF A 4 FEET PIPE CULVERT UNDER
 GZ2565'ROAD 1003, 55 FEET EAST OF THE CENTERLINE OF ROAD 1003, 1.0 MILE
 GZ2565'EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL IN SHOPVILLE AND
 GZ2565'ABOUT 100 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1096 ***********************************************************************
 GZ1096  DESIGNATION -  E 199
 GZ1096  PID         -  GZ1096
 GZ1096  STATE/COUNTY-  KY/PULASKI
 GZ1096  USGS QUAD   -  SOMERSET (1987)
 GZ1096
 GZ1096                         *CURRENT SURVEY CONTROL
 GZ1096  ___________________________________________________________________
 GZ1096* NAD 83(1986)-  37 03 01.     (N)    084 32 35.     (W)     SCALED    
 GZ1096* NAVD 88     -       270.227  (meters)     886.57   (feet)  ADJUSTED  
 GZ1096  ___________________________________________________________________
 GZ1096  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 GZ1096  DYNAMIC HT  -         270.019 (meters)     885.89  (feet)  COMP
 GZ1096  MODELED GRAV-     979,852.5   (mgal)                       NAVD 88
 GZ1096
 GZ1096  VERT ORDER  -  SECOND    CLASS 0
 GZ1096
 GZ1096.The horizontal coordinates were scaled from a topographic map and have
 GZ1096.an estimated accuracy of +/- 6 seconds.
 GZ1096
 GZ1096.The orthometric height was determined by differential leveling
 GZ1096.and adjusted by the National Geodetic Survey in June 1991..
 GZ1096
 GZ1096.The geoid height was determined by GEOID03.
 GZ1096
 GZ1096.The dynamic height is computed by dividing the NAVD 88
 GZ1096.geopotential number by the normal gravity value computed on the
 GZ1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1096.degrees latitude (g = 980.6199 gals.).
 GZ1096
 GZ1096.The modeled gravity was interpolated from observed gravity values.
 GZ1096
 GZ1096;                    North         East    Units  Estimated Accuracy
 GZ1096;SPC KY1Z     - 1,080,270.    1,607,360.      MT  (+/- 180 meters Scaled)
 GZ1096
 GZ1096                          SUPERSEDED SURVEY CONTROL
 GZ1096
 GZ1096  NGVD 29 (??/??/92)  270.398  (m)          887.13   (f) ADJ UNCH    2 0
 GZ1096
 GZ1096.Superseded values are not recommended for survey control.
 GZ1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1096.See file dsdata.txt to determine how the superseded data were derived.
 GZ1096
 GZ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG184032(NAD 83)
 GZ1096_MARKER: DB = BENCH MARK DISK
 GZ1096_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1096_SP_SET: ROCK OUTCROP
 GZ1096_STAMPING: E 199 1950 887.131
 GZ1096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1096+STABILITY: POSITION/ELEVATION WELL
 GZ1096
 GZ1096  HISTORY     - Date     Condition        Report By
 GZ1096  HISTORY     - 1950     MONUMENTED       CGS
 GZ1096  HISTORY     - 1958     GOOD             NGS
 GZ1096
 GZ1096                          STATION DESCRIPTION
 GZ1096
 GZ1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1096'4 MI E FROM ELIHU.
 GZ1096'ABOUT 2.1 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE CROSSING
 GZ1096'OF SOUTHERN RAILWAY AT ELIHU, THENCE ABOUT 1.9 MILES EAST AND
 GZ1096'NORTHEAST ALONG A DIM ROAD AND TRAIL TO THE JUNCTION OF A GRAVEL
 GZ1096'ROAD (SOMERSET-MEECE ROAD), AT A WHITE CHURCH ALONG GRAVEL ROAD,
 GZ1096'37 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 142 FEET
 GZ1096'NORTHWEST OF THE WEST CORNER OF CHURCH, 13 FEET NORTHEAST OF A
 GZ1096'POWER POLE WITH BRANCH LINE, 17 FEET SOUTHEAST OF A FENCE CORNER,
 GZ1096'ABOUT 6 FEET ABOVE THE ROAD AND SET IN THE TOP OF AN OUTCROP
 GZ1096'OF ROCK.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AND
 GZ1096'ROAD JUNCTION AT MEECE BY GOING ABOUT 2.95 MILES NORTHWEST ALONG
 GZ1096'A GRAVEL ROAD TO A CHURCH BUILDING.
 GZ1096
 GZ1096                          STATION RECOVERY (1958)
 GZ1096
 GZ1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0427 ***********************************************************************
 GD0427  DESIGNATION -  E 20
 GD0427  PID         -  GD0427
 GD0427  STATE/COUNTY-  KY/GRAVES
 GD0427  USGS QUAD   -  CUBA (1977)
 GD0427
 GD0427                         *CURRENT SURVEY CONTROL
 GD0427  ___________________________________________________________________
 GD0427* NAD 83(1986)-  36 33 28.     (N)    088 38 53.     (W)     SCALED    
 GD0427* NAVD 88     -       170.286  (meters)     558.68   (feet)  ADJUSTED  
 GD0427  ___________________________________________________________________
 GD0427  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD0427  DYNAMIC HT  -         170.151 (meters)     558.24  (feet)  COMP
 GD0427  MODELED GRAV-     979,831.8   (mgal)                       NAVD 88
 GD0427
 GD0427  VERT ORDER  -  SECOND    CLASS 0
 GD0427
 GD0427.The horizontal coordinates were scaled from a topographic map and have
 GD0427.an estimated accuracy of +/- 6 seconds.
 GD0427
 GD0427.The orthometric height was determined by differential leveling
 GD0427.and adjusted by the National Geodetic Survey in June 1991..
 GD0427
 GD0427.The geoid height was determined by GEOID03.
 GD0427
 GD0427.The dynamic height is computed by dividing the NAVD 88
 GD0427.geopotential number by the normal gravity value computed on the
 GD0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0427.degrees latitude (g = 980.6199 gals.).
 GD0427
 GD0427.The modeled gravity was interpolated from observed gravity values.
 GD0427
 GD0427;                    North         East    Units  Estimated Accuracy
 GD0427;SPC KY1Z     - 1,028,940.    1,240,550.      MT  (+/- 180 meters Scaled)
 GD0427
 GD0427                          SUPERSEDED SURVEY CONTROL
 GD0427
 GD0427  NGVD 29 (??/??/??)  170.287  (m)          558.68   (f) ADJUSTED    2 0
 GD0427
 GD0427.Superseded values are not recommended for survey control.
 GD0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0427.See file dsdata.txt to determine how the superseded data were derived.
 GD0427
 GD0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF525470(NAD 83)
 GD0427_MARKER: DB = BENCH MARK DISK
 GD0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0427_STAMPING: E 20 1934
 GD0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0427+STABILITY: SURFACE MOTION
 GD0427
 GD0427  HISTORY     - Date     Condition        Report By
 GD0427  HISTORY     - 1934     MONUMENTED       CGS
 GD0427  HISTORY     - 1972     GOOD             NGS
 GD0427  HISTORY     - 20020817 MARK NOT FOUND   USACE
 GD0427
 GD0427                          STATION DESCRIPTION
 GD0427
 GD0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GD0427'4 MI E FROM PILOT OAK.
 GD0427'ABOUT 4 MILES EAST ALONG STATE HIGHWAY 94 FROM PILOT OAK, GRAVES
 GD0427'COUNTY, JUST EAST OF A SMALL RAVINE, IN THE YARD OF THE MRS. L.
 GD0427'CALDWELL FARM (THERE IS A 12-FOOT CUT IN THE ROAD IN FRONT OF
 GD0427'THE HOUSE), 24 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, 4
 GD0427'YARDS EAST OF THE EAST SIDE OF THE HOUSE, AND AT THE FENCE LINE.
 GD0427'A STANDARD DISK, STAMPED E 20 1934 AND SET IN THE TOP OF A
 GD0427'CONCRETE POST.  STATION IS IN THE CENTER OF A GRAVEL DRIVEWAY,
 GD0427'ABOUT 300 FEET NORTH OF TEXAS GAS TOWER (SIMILAR TO MICRO WAVE
 GD0427'TOWER), AND ABOUT 0.8 MILE W ALONG HWY. 94 FROM INTERSECTION OF
 GD0427'HWY. 94 AND 303, ABOUT 12 FEET E OF THE SE CORNER OF THE HOUSE.
 GD0427
 GD0427                          STATION RECOVERY (1972)
 GD0427
 GD0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0427'RECOVERED IN GOOD CONDITION.
 GD0427
 GD0427                          STATION RECOVERY (2002)
 GD0427
 GD0427'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0427'AREA HAS BALES OF HAY PILED ON TOP OF MONUMENT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0467 ***********************************************************************
 GZ0467  DESIGNATION -  E 200
 GZ0467  PID         -  GZ0467
 GZ0467  STATE/COUNTY-  KY/LAUREL
 GZ0467  USGS QUAD   -  LONDON SW (1979)
 GZ0467
 GZ0467                         *CURRENT SURVEY CONTROL
 GZ0467  ___________________________________________________________________
 GZ0467* NAD 83(1986)-  37 04 01.     (N)    084 13 18.     (W)     SCALED    
 GZ0467* NAVD 88     -       358.317  (meters)    1175.58   (feet)  ADJUSTED  
 GZ0467  ___________________________________________________________________
 GZ0467  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 GZ0467  DYNAMIC HT  -         358.038 (meters)    1174.66  (feet)  COMP
 GZ0467  MODELED GRAV-     979,841.6   (mgal)                       NAVD 88
 GZ0467
 GZ0467  VERT ORDER  -  SECOND    CLASS 0
 GZ0467
 GZ0467.The horizontal coordinates were scaled from a topographic map and have
 GZ0467.an estimated accuracy of +/- 6 seconds.
 GZ0467
 GZ0467.The orthometric height was determined by differential leveling
 GZ0467.and adjusted by the National Geodetic Survey in June 1991..
 GZ0467
 GZ0467.The geoid height was determined by GEOID03.
 GZ0467
 GZ0467.The dynamic height is computed by dividing the NAVD 88
 GZ0467.geopotential number by the normal gravity value computed on the
 GZ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0467.degrees latitude (g = 980.6199 gals.).
 GZ0467
 GZ0467.The modeled gravity was interpolated from observed gravity values.
 GZ0467
 GZ0467;                    North         East    Units  Estimated Accuracy
 GZ0467;SPC KY1Z     - 1,082,530.    1,635,920.      MT  (+/- 180 meters Scaled)
 GZ0467
 GZ0467                          SUPERSEDED SURVEY CONTROL
 GZ0467
 GZ0467  NGVD 29 (??/??/92)  358.474  (m)         1176.09   (f) ADJ UNCH    2 0
 GZ0467
 GZ0467.Superseded values are not recommended for survey control.
 GZ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0467.See file dsdata.txt to determine how the superseded data were derived.
 GZ0467
 GZ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG470059(NAD 83)
 GZ0467_MARKER: DB = BENCH MARK DISK
 GZ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0467_STAMPING: E 200 1950 1176.093
 GZ0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0467+STABILITY: SURFACE MOTION
 GZ0467
 GZ0467  HISTORY     - Date     Condition        Report By
 GZ0467  HISTORY     - 1950     MONUMENTED       CGS
 GZ0467  HISTORY     - 1958     GOOD             NGS
 GZ0467
 GZ0467                          STATION DESCRIPTION
 GZ0467
 GZ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0467'10.9 MI W FROM LONDON.
 GZ0467'ABOUT 7.35 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE COURT
 GZ0467'HOUSE AT LONDON, THENCE ABOUT 3.55 MILES NORTHWEST ALONG A GRAVEL
 GZ0467'ROAD, ON THE INSIDE OF A CURVE IN THE ROAD WITH TANGENTS EXTENDING
 GZ0467'EAST AND NORTHWEST AND AT THE JUNCTION OF A DIM ROAD NORTHWEST,
 GZ0467'36 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 14 FEET
 GZ0467'NORTHEAST OF THE CENTER LINE OF THE DIM ROAD, 23 FEET EAST OF
 GZ0467'A TRIANGULAR BLAZED 10-INCH OAK TREE, 25 FEET NORTHWEST OF A
 GZ0467'28-INCH POPLAR TREE WITH FOREST SERVICE BLAZE, ABOUT 1 FOOT BELOW
 GZ0467'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 GZ0467'INCHES.  NOTE-- MARK MAY BE REACHED FROM THE CROSSROADS AT BUNCH,
 GZ0467'LAUREL COUNTY BY GOING ABOUT 1.4 MILES SOUTHEAST AND SOUTHWEST
 GZ0467'ALONG A DIRT ROAD, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG A GRAVEL
 GZ0467'ROAD.
 GZ0467
 GZ0467                          STATION RECOVERY (1958)
 GZ0467
 GZ0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0249 ***********************************************************************
 GZ0249  DESIGNATION -  E 201
 GZ0249  PID         -  GZ0249
 GZ0249  STATE/COUNTY-  KY/LAUREL
 GZ0249  USGS QUAD   -  LILY (1970)
 GZ0249
 GZ0249                         *CURRENT SURVEY CONTROL
 GZ0249  ___________________________________________________________________
 GZ0249* NAD 83(1986)-  37 05 07.     (N)    084 03 55.     (W)     SCALED    
 GZ0249* NAVD 88     -       356.379  (meters)    1169.22   (feet)  ADJUSTED  
 GZ0249  ___________________________________________________________________
 GZ0249  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ0249  DYNAMIC HT  -         356.095 (meters)    1168.29  (feet)  COMP
 GZ0249  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GZ0249
 GZ0249  VERT ORDER  -  SECOND    CLASS 0
 GZ0249
 GZ0249.This mark is at London-Corbin Airport-Magee Field  (LOZ)
 GZ0249
 GZ0249.The horizontal coordinates were scaled from a topographic map and have
 GZ0249.an estimated accuracy of +/- 6 seconds.
 GZ0249
 GZ0249.The orthometric height was determined by differential leveling
 GZ0249.and adjusted by the National Geodetic Survey in June 1991..
 GZ0249
 GZ0249.The geoid height was determined by GEOID03.
 GZ0249
 GZ0249.The dynamic height is computed by dividing the NAVD 88
 GZ0249.geopotential number by the normal gravity value computed on the
 GZ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0249.degrees latitude (g = 980.6199 gals.).
 GZ0249
 GZ0249.The modeled gravity was interpolated from observed gravity values.
 GZ0249
 GZ0249;                    North         East    Units  Estimated Accuracy
 GZ0249;SPC KY1Z     - 1,084,810.    1,649,780.      MT  (+/- 180 meters Scaled)
 GZ0249
 GZ0249                          SUPERSEDED SURVEY CONTROL
 GZ0249
 GZ0249  NGVD 29 (??/??/92)  356.530  (m)         1169.72   (f) ADJ UNCH    2 0
 GZ0249
 GZ0249.Superseded values are not recommended for survey control.
 GZ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0249.See file dsdata.txt to determine how the superseded data were derived.
 GZ0249
 GZ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG608083(NAD 83)
 GZ0249_MARKER: DB = BENCH MARK DISK
 GZ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0249_STAMPING: E 201 1950
 GZ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0249+STABILITY: SURFACE MOTION
 GZ0249
 GZ0249  HISTORY     - Date     Condition        Report By
 GZ0249  HISTORY     - 1950     MONUMENTED       CGS
 GZ0249  HISTORY     - 1958     MARK NOT FOUND   NGS
 GZ0249
 GZ0249                          STATION DESCRIPTION
 GZ0249
 GZ0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0249'3.2 MI S FROM LONDON.
 GZ0249'ABOUT 3.0 MILES SOUTH ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE
 GZ0249'AT LONDON, THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A GRAVEL ROAD, AT
 GZ0249'THE LONDON-CORBIN AIRPORT, AT THE EAST END OF THE EAST-WEST
 GZ0249'RUNWAY, AT THE JUNCTION OF ROAD AND A ROAD WEST TO HANGAR, 28 FEET
 GZ0249'WEST OF THE CENTER LINE OF THE ROAD, 41 FEET SOUTH OF THE CENTER
 GZ0249'LINE OF ROAD TO HANGAR, 143 FEET SOUTHEAST AND ACROSS ROAD TO
 GZ0249'HANGAR FROM THE SOUTHEAST CORNER OF A HOUSE, 3 FEET WEST OF A
 GZ0249'NORTH-SOUTH FENCE LINE, ABOUT 4 FEET ABOVE THE ROAD AND SET IN THE
 GZ0249'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS AIRPORT
 GZ0249'HAS BEEN ABANDONED, AND IT IS NOT A PART OF THE NEW AIRPORT
 GZ0249'ABOUT 0.3 MILE NORTHWEST, THE OLD RUNWAYS ARE GROWN OVER AND ARE
 GZ0249'NOT VISIBLE, NO ROAD COULD BE FOUND THAT LEADS FROM THE EAST END
 GZ0249'OF FIELD TO HANGAR WHICH IS STILL IN EXISTENCE, PORTIONS OF THE
 GZ0249'AIRPORT HAVE BEEN USED AS BUILDING LOTS AND SOME IS CONVERTED
 GZ0249'TO A GOLF COURSE.
 GZ0249
 GZ0249                          STATION RECOVERY (1958)
 GZ0249
 GZ0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0320 ***********************************************************************
 GB0320  DESIGNATION -  E 202
 GB0320  PID         -  GB0320
 GB0320  STATE/COUNTY-  KY/LAUREL
 GB0320  USGS QUAD   -  VOX (1982)
 GB0320
 GB0320                         *CURRENT SURVEY CONTROL
 GB0320  ___________________________________________________________________
 GB0320* NAD 83(1986)-  36 58 49.     (N)    084 14 36.     (W)     SCALED    
 GB0320* NAVD 88     -       258.139  (meters)     846.91   (feet)  ADJUSTED  
 GB0320  ___________________________________________________________________
 GB0320  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GB0320  DYNAMIC HT  -         257.934 (meters)     846.24  (feet)  COMP
 GB0320  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 GB0320
 GB0320  VERT ORDER  -  SECOND    CLASS 0
 GB0320
 GB0320.The horizontal coordinates were scaled from a topographic map and have
 GB0320.an estimated accuracy of +/- 6 seconds.
 GB0320
 GB0320.The orthometric height was determined by differential leveling
 GB0320.and adjusted by the National Geodetic Survey in June 1991..
 GB0320
 GB0320.The geoid height was determined by GEOID03.
 GB0320
 GB0320.The dynamic height is computed by dividing the NAVD 88
 GB0320.geopotential number by the normal gravity value computed on the
 GB0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0320.degrees latitude (g = 980.6199 gals.).
 GB0320
 GB0320.The modeled gravity was interpolated from observed gravity values.
 GB0320
 GB0320;                    North         East    Units  Estimated Accuracy
 GB0320;SPC KY1Z     - 1,072,890.    1,634,140.      MT  (+/- 180 meters Scaled)
 GB0320
 GB0320                          SUPERSEDED SURVEY CONTROL
 GB0320
 GB0320  NGVD 29 (??/??/92)  258.293  (m)          847.42   (f) ADJ UNCH    2 0
 GB0320
 GB0320.Superseded values are not recommended for survey control.
 GB0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0320.See file dsdata.txt to determine how the superseded data were derived.
 GB0320
 GB0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF453962(NAD 83)
 GB0320_MARKER: DB = BENCH MARK DISK
 GB0320_SETTING: 66 = SET IN ROCK OUTCROP
 GB0320_SP_SET: ROCK LEDGE
 GB0320_STAMPING: E 202 1950 847.416
 GB0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0320+STABILITY: POSITION/ELEVATION WELL
 GB0320
 GB0320  HISTORY     - Date     Condition        Report By
 GB0320  HISTORY     - 1950     MONUMENTED       CGS
 GB0320  HISTORY     - 1962     GOOD             NGS
 GB0320
 GB0320                          STATION DESCRIPTION
 GB0320
 GB0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0320'6.4 MI SW FROM KEAVY.
 GB0320'ABOUT 1.5 MILES WEST AND SOUTH ALONG A GRAVEL ROAD FROM THE
 GB0320'JUNCTION OF STATE HIGHWAY 363 AND POST OFFICE AT KEAVY, THENCE
 GB0320'ABOUT 3.75 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE ABOUT 1.15
 GB0320'MILES NORTHWEST ALONG A ROUGH ROCKY ROAD, AT A WOODEN BRIDGE
 GB0320'OVER CRAIG CREEK, SET IN THE TOP OF A LARGE ROCK LEDGE THAT FORMS
 GB0320'NORTH BANK OF CRAIG CREEK, 24 FEET WEST OF THE CENTER LINE OF
 GB0320'THE ROAD, 18 FEET WEST OF THE WEST END OF THE CONCRETE ABUTMENT
 GB0320'OF BRIDGE, 0.6 FOOT NORTH OF SOUTH EDGE OF ROCK LEDGE, 5 1/2
 GB0320'FEET SOUTHWEST OF AN 8-INCH TWIN PINE TREE, 12 FEET SOUTHWEST OF
 GB0320'THE NORTHWEST END OF THE NORTHWEST WING WALL OF NORTH ABUTMENT OF
 GB0320'BRIDGE AND ABOUT 4 FEET BELOW THE ROAD.  NOTE-- MARK MAY BE
 GB0320'REACHED FROM LONDON BY GOING ABOUT 13.75 MILES SOUTHWEST ALONG
 GB0320'STATE HIGHWAY 192 FROM THE COURT HOUSE, THENCE ABOUT 2.85 MILES
 GB0320'SOUTHEAST ALONG CRAIGS CREEK ROAD.
 GB0320
 GB0320                          STATION RECOVERY (1962)
 GB0320
 GB0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0332 ***********************************************************************
 GB0332  DESIGNATION -  E 203
 GB0332  PID         -  GB0332
 GB0332  STATE/COUNTY-  KY/WHITLEY
 GB0332  USGS QUAD   -  VOX (1982)
 GB0332
 GB0332                         *CURRENT SURVEY CONTROL
 GB0332  ___________________________________________________________________
 GB0332* NAD 83(1986)-  36 53 41.     (N)    084 13 50.     (W)     SCALED    
 GB0332* NAVD 88     -       377.874  (meters)    1239.74   (feet)  ADJUSTED  
 GB0332  ___________________________________________________________________
 GB0332  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GB0332  DYNAMIC HT  -         377.572 (meters)    1238.75  (feet)  COMP
 GB0332  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 GB0332
 GB0332  VERT ORDER  -  SECOND    CLASS 0
 GB0332
 GB0332.The horizontal coordinates were scaled from a topographic map and have
 GB0332.an estimated accuracy of +/- 6 seconds.
 GB0332
 GB0332.The orthometric height was determined by differential leveling
 GB0332.and adjusted by the National Geodetic Survey in June 1991..
 GB0332
 GB0332.The geoid height was determined by GEOID03.
 GB0332
 GB0332.The dynamic height is computed by dividing the NAVD 88
 GB0332.geopotential number by the normal gravity value computed on the
 GB0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0332.degrees latitude (g = 980.6199 gals.).
 GB0332
 GB0332.The modeled gravity was interpolated from observed gravity values.
 GB0332
 GB0332;                    North         East    Units  Estimated Accuracy
 GB0332;SPC KY1Z     - 1,063,410.    1,635,440.      MT  (+/- 180 meters Scaled)
 GB0332
 GB0332                          SUPERSEDED SURVEY CONTROL
 GB0332
 GB0332  NGVD 29 (??/??/92)  378.029  (m)         1240.25   (f) ADJ UNCH    2 0
 GB0332
 GB0332.Superseded values are not recommended for survey control.
 GB0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0332.See file dsdata.txt to determine how the superseded data were derived.
 GB0332
 GB0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF467867(NAD 83)
 GB0332_MARKER: DB = BENCH MARK DISK
 GB0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0332_STAMPING: E 203 1950 1240.250
 GB0332_MARK LOGO: CGS   
 GB0332_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0332+STABILITY: SURFACE MOTION
 GB0332
 GB0332  HISTORY     - Date     Condition        Report By
 GB0332  HISTORY     - 1950     MONUMENTED       CGS
 GB0332  HISTORY     - 1962     GOOD             NGS
 GB0332  HISTORY     - 19930801 GOOD             KYDT
 GB0332
 GB0332                          STATION DESCRIPTION
 GB0332
 GB0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0332'9 MI SW FROM CORBIN.
 GB0332'ABOUT 7.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 25W FROM THE
 GB0332'JUNCTION OF STATE HIGHWAY 26 AT CORBIN, THENCE ABOUT 1.95 MILES
 GB0332'NORTHWEST ALONG A GRAVEL ROAD, ABOUT 0.75 MILE SOUTHEAST
 GB0332'OF THE JUNCTION OF A ROAD NORTHEAST TO GALILEAN CHILDRENS
 GB0332'HOME, AT FRANKFORT NO. 1 SCHOOL, 58 FEET SOUTHWEST OF THE
 GB0332'CENTER LINE OF THE ROAD, 91 FEET NORTHEAST OF THE NORTH CORNER
 GB0332'OF SCHOOL, 72 FEET NORTHEAST OF A WELL, 2 1/2 FEET NORTHEAST
 GB0332'OF A POWER POLE ON BRANCH LINE TO SCHOOL, 2 FEET NORTHWEST
 GB0332'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD
 GB0332'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GB0332
 GB0332                          STATION RECOVERY (1962)
 GB0332
 GB0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0332'RECOVERED IN GOOD CONDITION.
 GB0332
 GB0332                          STATION RECOVERY (1993)
 GB0332
 GB0332'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0332'4.6 MILES (7.4 KM) SOUTHWEST ALONG US 25W FROM I75 INTERCHANGE IN
 GB0332'CORBIN, THENCE ABOUT 2 MILES (3.2 KM) NORTHWEST ALONG KY 1193 TO
 GB0332'FRANKFORT MISSIONARY BAPTIST CHURCH ON THE LEFT, ABOUT .75 MILE (1.21
 GB0332'KM) SOUTHEAST ALONG KY 1193 FROM JUNCTION OF GROVE ROAD, ABOUT 58 FEET
 GB0332'(17.7 M) SOUTHWEST OF CENTERLINE OF KY 1193, ABOUT 90 FEET (27.4 M)
 GB0332'SOUTH OF CENTERLINE OF FRANKFORT SCHOOL CHURCH ROAD TO THE SOUTHWEST,
 GB0332'ABOUT 22 FEET (6.7 M) SOUTHEAST OF A 6 INCH PINE TREE, ABOUT 37.5 FEET
 GB0332'(11.4 M) WEST-NORTHWEST OF A 24 INCH OAK TREE, SOUTHWEST AND ACROSS KY
 GB0332'1193 FROM WHIPPORWILL PENTECOSTAL CHURCH, WEST-NORTHWEST AND ACROSS KY
 GB0332'1193 FROM FISHY BUDDY BAIT AND TACKLE STORE, ABOUT 1 FOOT (0.3 M)
 GB0332'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GB0332'GROUND, 1 FOOT (0.3 M) NORTHWEST OF FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0238 ***********************************************************************
 GB0238  DESIGNATION -  E 204
 GB0238  PID         -  GB0238
 GB0238  STATE/COUNTY-  KY/KNOX
 GB0238  USGS QUAD   -  CORBIN (1978)
 GB0238
 GB0238                         *CURRENT SURVEY CONTROL
 GB0238  ___________________________________________________________________
 GB0238* NAD 83(1986)-  36 58 21.     (N)    084 00 09.     (W)     SCALED    
 GB0238* NAVD 88     -       347.742  (meters)    1140.88   (feet)  ADJUSTED  
 GB0238  ___________________________________________________________________
 GB0238  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GB0238  DYNAMIC HT  -         347.458 (meters)    1139.95  (feet)  COMP
 GB0238  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 GB0238
 GB0238  VERT ORDER  -  SECOND    CLASS 0
 GB0238
 GB0238.The horizontal coordinates were scaled from a topographic map and have
 GB0238.an estimated accuracy of +/- 6 seconds.
 GB0238
 GB0238.The orthometric height was determined by differential leveling
 GB0238.and adjusted by the National Geodetic Survey in June 1991..
 GB0238
 GB0238.The geoid height was determined by GEOID03.
 GB0238
 GB0238.The dynamic height is computed by dividing the NAVD 88
 GB0238.geopotential number by the normal gravity value computed on the
 GB0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0238.degrees latitude (g = 980.6199 gals.).
 GB0238
 GB0238.The modeled gravity was interpolated from observed gravity values.
 GB0238
 GB0238;                    North         East    Units  Estimated Accuracy
 GB0238;SPC KY1Z     - 1,072,400.    1,655,600.      MT  (+/- 180 meters Scaled)
 GB0238
 GB0238                          SUPERSEDED SURVEY CONTROL
 GB0238
 GB0238  NGVD 29 (??/??/92)  347.896  (m)         1141.39   (f) ADJ UNCH    2 0
 GB0238
 GB0238.Superseded values are not recommended for survey control.
 GB0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0238.See file dsdata.txt to determine how the superseded data were derived.
 GB0238
 GB0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF668960(NAD 83)
 GB0238_MARKER: DB = BENCH MARK DISK
 GB0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0238_STAMPING: E 204 1951 1141.389
 GB0238_MARK LOGO: CGS   
 GB0238_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0238+STABILITY: SURFACE MOTION
 GB0238
 GB0238  HISTORY     - Date     Condition        Report By
 GB0238  HISTORY     - 1951     MONUMENTED       CGS
 GB0238  HISTORY     - 1957     GOOD             NGS
 GB0238  HISTORY     - 19930801 GOOD             KYDT
 GB0238
 GB0238                          STATION DESCRIPTION
 GB0238
 GB0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0238'2.5 MI N FROM GRAYS.
 GB0238'ABOUT 2.5 MILES NORTH ALONG A DIRT ROAD FROM THE METHODIST CHURCH
 GB0238'AT GRAYS, ABOUT 0.4 MILE NORTH OF A BRIDGE OVER A SMALL CREEK,
 GB0238'ABOUT 0.25 MILE NORTH OF A ROAD WEST, AT THE SOUTH END OF A CURVE
 GB0238'WITH TANGENTS EXTENDING SOUTH AND NORTHWEST AND AT THE BOTTOM
 GB0238'OF A SHORT STEEP GRADE, 36 FEET EAST OF THE CENTER LINE OF THE
 GB0238'ROAD, 17 FEET WEST OF A 48-INCH OAK TREE, 15 FEET EAST OF A
 GB0238'FENCE CORNER, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE, ABOUT 2
 GB0238'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB0238'3 INCHES.
 GB0238
 GB0238                          STATION RECOVERY (1957)
 GB0238
 GB0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0238'RECOVERED IN GOOD CONDITION.
 GB0238
 GB0238                          STATION RECOVERY (1993)
 GB0238
 GB0238'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0238'ABOUT 2.3 MILES (3.7 KM) NORTH ALONG KY 233 FROM THE INTERSECTION WITH
 GB0238'OLD US 25E IN THE COMMUNITY OF GRAY, ABOUT 0.4 MILE (0.6 KM) NORTH OF
 GB0238'A BRIDGE OVER HAZEL FORK CREEK, ABOUT 0.25 MILE (0.40 KM) NORTH OF
 GB0238'POPLAR GROVE ROAD, AT THE SOUTH END OF A CURVE WITH TANGENTS EXTENDING
 GB0238'SOUTH AND NORTHWEST AND AT THE BOTTOM OF A SHORT STEEP GRADE, 38 FEET
 GB0238'(11.6 M) EAST-SOUTHEAST OF THE CENTERLINE OF KY 233, 13.5 FEET (4.1 M)
 GB0238'EAST-SOUTHEAST OF A FENCE, 14.5 FEET (4.4 M) SOUTHEAST OF A 4 INCH PIN
 GB0238'OAK TREE IN FENCE LINE, 15.8 FEET (4.8 M) SOUTH-SOUTHEAST OF A 16 INCH
 GB0238'OAK, 43.5 FEET (13.3 M) NORTHEAST OF A 16 INCH OAK TREE,
 GB0238'EAST-SOUTHEAST AND ACROSS THE ROAD FROM SOUTH CENTRAL BELL TELEPHONE
 GB0238'POLE NO 25, ABOUT 38 YARDS NORTH OF GRAVEL DRIVE TO THE WEST AND SET
 GB0238'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0356 ***********************************************************************
 GB0356  DESIGNATION -  E 205
 GB0356  PID         -  GB0356
 GB0356  STATE/COUNTY-  KY/WHITLEY
 GB0356  USGS QUAD   -  CUMBERLAND FALLS (1981)
 GB0356
 GB0356                         *CURRENT SURVEY CONTROL
 GB0356  ___________________________________________________________________
 GB0356* NAD 83(1986)-  36 50 27.     (N)    084 20 09.     (W)     SCALED    
 GB0356* NAVD 88     -       338.072  (meters)    1109.16   (feet)  ADJUSTED  
 GB0356  ___________________________________________________________________
 GB0356  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GB0356  DYNAMIC HT  -         337.810 (meters)    1108.30  (feet)  COMP
 GB0356  MODELED GRAV-     979,845.7   (mgal)                       NAVD 88
 GB0356
 GB0356  VERT ORDER  -  SECOND    CLASS 0
 GB0356
 GB0356.The horizontal coordinates were scaled from a topographic map and have
 GB0356.an estimated accuracy of +/- 6 seconds.
 GB0356
 GB0356.The orthometric height was determined by differential leveling
 GB0356.and adjusted by the National Geodetic Survey in June 1991..
 GB0356
 GB0356.The geoid height was determined by GEOID03.
 GB0356
 GB0356.The dynamic height is computed by dividing the NAVD 88
 GB0356.geopotential number by the normal gravity value computed on the
 GB0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0356.degrees latitude (g = 980.6199 gals.).
 GB0356
 GB0356.The modeled gravity was interpolated from observed gravity values.
 GB0356
 GB0356;                    North         East    Units  Estimated Accuracy
 GB0356;SPC KY1Z     - 1,057,280.    1,626,140.      MT  (+/- 180 meters Scaled)
 GB0356
 GB0356                          SUPERSEDED SURVEY CONTROL
 GB0356
 GB0356  NGVD 29 (??/??/92)  338.232  (m)         1109.68   (f) ADJ UNCH    2 0
 GB0356
 GB0356.Superseded values are not recommended for survey control.
 GB0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0356.See file dsdata.txt to determine how the superseded data were derived.
 GB0356
 GB0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF375805(NAD 83)
 GB0356_MARKER: DB = BENCH MARK DISK
 GB0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0356_STAMPING: E 205 1950 1109.683
 GB0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0356+STABILITY: SURFACE MOTION
 GB0356
 GB0356  HISTORY     - Date     Condition        Report By
 GB0356  HISTORY     - 1950     MONUMENTED       CGS
 GB0356  HISTORY     - 1965     GOOD             NGS
 GB0356
 GB0356                          STATION DESCRIPTION
 GB0356
 GB0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0356'0.8 MI E FROM CUMBERLAND FALLS.
 GB0356'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 90 FROM THE EAST FERRY
 GB0356'LANDING ON CUMBERLAND RIVER AT CUMBERLAND FALLS, SET AT THE
 GB0356'RIDING STABLE AND HITCHING POST IN CUMBERLAND FALLS STATE PARK,
 GB0356'31 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET WEST OF
 GB0356'THE CENTER LINE OF A TRAIL TO HITCHING POST 17 FEET SOUTHWEST
 GB0356'OF THE WEST END OF A 14-INCH PIPE CULVERT UNDER TRAIL, 12 1/2
 GB0356'FEET NORTHEAST OF A 20-INCH PINE TREE, ABOUT 1 FOOT BELOW THE
 GB0356'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB0356
 GB0356                          STATION RECOVERY (1965)
 GB0356
 GB0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GB0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2913 ***********************************************************************
 GA2913  DESIGNATION -  E 206
 GA2913  PID         -  GA2913
 GA2913  STATE/COUNTY-  KY/KNOX
 GA2913  USGS QUAD   -  FRAKES (1952)
 GA2913
 GA2913                         *CURRENT SURVEY CONTROL
 GA2913  ___________________________________________________________________
 GA2913* NAD 83(1986)-  36 44 20.     (N)    083 55 59.     (W)     SCALED    
 GA2913* NAVD 88     -       311.319  (meters)    1021.39   (feet)  ADJUSTED  
 GA2913  ___________________________________________________________________
 GA2913  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GA2913  DYNAMIC HT  -         311.054 (meters)    1020.52  (feet)  COMP
 GA2913  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 GA2913
 GA2913  VERT ORDER  -  SECOND    CLASS 0
 GA2913
 GA2913.The horizontal coordinates were scaled from a topographic map and have
 GA2913.an estimated accuracy of +/- 6 seconds.
 GA2913
 GA2913.The orthometric height was determined by differential leveling
 GA2913.and adjusted by the National Geodetic Survey in June 1991..
 GA2913
 GA2913.The geoid height was determined by GEOID03.
 GA2913
 GA2913.The dynamic height is computed by dividing the NAVD 88
 GA2913.geopotential number by the normal gravity value computed on the
 GA2913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2913.degrees latitude (g = 980.6199 gals.).
 GA2913
 GA2913.The modeled gravity was interpolated from observed gravity values.
 GA2913
 GA2913;                    North         East    Units  Estimated Accuracy
 GA2913;SPC KY1Z     - 1,046,590.    1,662,290.      MT  (+/- 180 meters Scaled)
 GA2913
 GA2913                          SUPERSEDED SURVEY CONTROL
 GA2913
 GA2913  NGVD 29 (??/??/92)  311.467  (m)         1021.87   (f) ADJ UNCH    2 0
 GA2913
 GA2913.Superseded values are not recommended for survey control.
 GA2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2913.See file dsdata.txt to determine how the superseded data were derived.
 GA2913
 GA2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA381699(NAD 83)
 GA2913_MARKER: DB = BENCH MARK DISK
 GA2913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2913_SP_SET: CULVERT
 GA2913_STAMPING: E 206 1950 1021.871
 GA2913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2913
 GA2913  HISTORY     - Date     Condition        Report By
 GA2913  HISTORY     - 1950     MONUMENTED       CGS
 GA2913  HISTORY     - 1957     GOOD             NGS
 GA2913
 GA2913                          STATION DESCRIPTION
 GA2913
 GA2913'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2913'3.5 MI NE FROM CARPENTER.
 GA2913'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 92 FROM THE BAPTIST CHURCH
 GA2913'AND CEMETERY AT CARPENTER, THENCE ABOUT 2.9 MILES NORTHEAST ALONG A
 GA2913'GRAVEL ROAD, ABOUT 0.9 MILE SOUTH OF LAY SCHOOL, ABOUT 0.3 MILE
 GA2913'SOUTH OF THE JUNCTION OF A DIM ROAD EAST TO KAYJAY, ABOUT 0.5 MILE
 GA2913'NORTH OF INDIAN GAP AND TOP OF GRADE, SET IN THE TOP OF THE SOUTH
 GA2913'END OF THE 15-FOOT CONCRETE HEAD WALL OF A 3-FOOT STONE CULVERT
 GA2913'FOR A SMALL CREEK BRANCH, ABOUT 30 YARDS SOUTH OF THE CENTER OF THE
 GA2913'CROSSING OF A HILL-TO-HILL POWER TRANSMISSION LINE, 15 FEET WEST
 GA2913'OF THE CENTER LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE THE ROAD.
 GA2913
 GA2913                          STATION RECOVERY (1957)
 GA2913
 GA2913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2967 ***********************************************************************
 GA2967  DESIGNATION -  E 207
 GA2967  PID         -  GA2967
 GA2967  STATE/COUNTY-  KY/BELL
 GA2967  USGS QUAD   -  ARTEMUS (1974)
 GA2967
 GA2967                         *CURRENT SURVEY CONTROL
 GA2967  ___________________________________________________________________
 GA2967* NAD 83(1986)-  36 47 39.     (N)    083 45 09.     (W)     SCALED    
 GA2967* NAVD 88     -       307.836  (meters)    1009.96   (feet)  ADJUSTED  
 GA2967  ___________________________________________________________________
 GA2967  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GA2967  DYNAMIC HT  -         307.577 (meters)    1009.11  (feet)  COMP
 GA2967  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 GA2967
 GA2967  VERT ORDER  -  SECOND    CLASS 0
 GA2967
 GA2967.The horizontal coordinates were scaled from a topographic map and have
 GA2967.an estimated accuracy of +/- 6 seconds.
 GA2967
 GA2967.The orthometric height was determined by differential leveling
 GA2967.and adjusted by the National Geodetic Survey in June 1991..
 GA2967
 GA2967.The geoid height was determined by GEOID03.
 GA2967
 GA2967.The dynamic height is computed by dividing the NAVD 88
 GA2967.geopotential number by the normal gravity value computed on the
 GA2967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2967.degrees latitude (g = 980.6199 gals.).
 GA2967
 GA2967.The modeled gravity was interpolated from observed gravity values.
 GA2967
 GA2967;                    North         East    Units  Estimated Accuracy
 GA2967;SPC KY1Z     - 1,053,060.    1,678,280.      MT  (+/- 180 meters Scaled)
 GA2967
 GA2967                          SUPERSEDED SURVEY CONTROL
 GA2967
 GA2967  NGVD 29 (??/??/92)  307.988  (m)         1010.46   (f) ADJ UNCH    2 0
 GA2967
 GA2967.Superseded values are not recommended for survey control.
 GA2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2967.See file dsdata.txt to determine how the superseded data were derived.
 GA2967
 GA2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA544755(NAD 83)
 GA2967_MARKER: DB = BENCH MARK DISK
 GA2967_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2967_SP_SET: BRIDGE
 GA2967_STAMPING: E 207 1950 1010.457
 GA2967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2967
 GA2967  HISTORY     - Date     Condition        Report By
 GA2967  HISTORY     - 1950     MONUMENTED       CGS
 GA2967  HISTORY     - 1957     GOOD             NGS
 GA2967  HISTORY     - 20020806 MARK NOT FOUND   KYDT
 GA2967
 GA2967                          STATION DESCRIPTION
 GA2967
 GA2967'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2967'0.6 MI W FROM FOUR MILE.
 GA2967'0.55 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GA2967'THE FLAG STATION AT FOUR MILE, THENCE ABOUT 0.1 MILE WEST ALONG
 GA2967'A SPUR LINE OF THE L. AND N. RAILROAD, SET IN THE TOP OF THE SOUTH
 GA2967'END OF THE LOWER PART OF THE WEST CONCRETE ABUTMENT OF SPUR LINE
 GA2967'BRIDGE NO. 1 OVER A GRAVEL ROAD, 7 FEET SOUTH OF THE SOUTH RAIL
 GA2967'OF THE SPUR TRACK, 95 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 GA2967'MAIN TRACK OF MAIN LINE OF RAILROAD AND ABOUT 5 1/2 FEET BELOW
 GA2967'THE TRACK.
 GA2967
 GA2967                          STATION RECOVERY (1957)
 GA2967
 GA2967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2967'RECOVERED IN GOOD CONDITION.
 GA2967
 GA2967                          STATION RECOVERY (2002)
 GA2967
 GA2967'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2967'TRACKS HAVE BEEN ABANDONED AND TAKEN UP, ABUTMENTS STILL HERE, TOP OF
 GA2967'ABUTMENT HAS SCALED OFF BADLY, NO SIGN OF MARK, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2983 ***********************************************************************
 GA2983  DESIGNATION -  E 208
 GA2983  PID         -  GA2983
 GA2983  STATE/COUNTY-  KY/BELL
 GA2983  USGS QUAD   -  MIDDLESBORO NORTH (1974)
 GA2983
 GA2983                         *CURRENT SURVEY CONTROL
 GA2983  ___________________________________________________________________
 GA2983* NAD 83(1986)-  36 44 17.     (N)    083 42 54.     (W)     SCALED    
 GA2983* NAVD 88     -       321.199  (meters)    1053.80   (feet)  ADJUSTED  
 GA2983  ___________________________________________________________________
 GA2983  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GA2983  DYNAMIC HT  -         320.924 (meters)    1052.90  (feet)  COMP
 GA2983  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 GA2983
 GA2983  VERT ORDER  -  SECOND    CLASS 0
 GA2983
 GA2983.The horizontal coordinates were scaled from a topographic map and have
 GA2983.an estimated accuracy of +/- 6 seconds.
 GA2983
 GA2983.The orthometric height was determined by differential leveling
 GA2983.and adjusted by the National Geodetic Survey in June 1991..
 GA2983
 GA2983.The geoid height was determined by GEOID03.
 GA2983
 GA2983.The dynamic height is computed by dividing the NAVD 88
 GA2983.geopotential number by the normal gravity value computed on the
 GA2983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2983.degrees latitude (g = 980.6199 gals.).
 GA2983
 GA2983.The modeled gravity was interpolated from observed gravity values.
 GA2983
 GA2983;                    North         East    Units  Estimated Accuracy
 GA2983;SPC KY1Z     - 1,046,900.    1,681,760.      MT  (+/- 180 meters Scaled)
 GA2983
 GA2983                          SUPERSEDED SURVEY CONTROL
 GA2983
 GA2983  NGVD 29 (??/??/92)  321.347  (m)         1054.29   (f) ADJ UNCH    2 0
 GA2983
 GA2983.Superseded values are not recommended for survey control.
 GA2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2983.See file dsdata.txt to determine how the superseded data were derived.
 GA2983
 GA2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA575692(NAD 83)
 GA2983_MARKER: DB = BENCH MARK DISK
 GA2983_SETTING: 66 = SET IN ROCK OUTCROP
 GA2983_SP_SET: ROCK CLIFF
 GA2983_STAMPING: E 208 1951 1054.286
 GA2983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2983+STABILITY: POSITION/ELEVATION WELL
 GA2983
 GA2983  HISTORY     - Date     Condition        Report By
 GA2983  HISTORY     - 1951     MONUMENTED       CGS
 GA2983  HISTORY     - 1957     GOOD             NGS
 GA2983
 GA2983                          STATION DESCRIPTION
 GA2983
 GA2983'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2983'2.5 MI SW FROM PINEVILLE.
 GA2983'1.3 MILES SOUTH ALONG U.S. HIGHWAY 25E FROM THE COURT HOUSE AT
 GA2983'PINEVILLE, THENCE ABOUT 1.2 MILES SOUTHWEST ALONG THE CHENOA
 GA2983'BRANCH OF THE LOUISVILLE AND NASHVILLE RAILROAD, 73 YARDS EAST OF
 GA2983'MILE POST 206, ABOUT 0.1 MILE WEST OF A SAW MILL, SET VERTICALLY
 GA2983'IN THE FACE OF A 15-FOOT HIGH SOLID ROCK CLIFF, 25 FEET EAST OF
 GA2983'THE WEST END OF CLIFF, 7 FEET NORTH OF THE NORTH RAIL AND ABOUT
 GA2983'2 FEET ABOVE THE TRACK.
 GA2983
 GA2983                          STATION RECOVERY (1957)
 GA2983
 GA2983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2820 ***********************************************************************
 GA2820  DESIGNATION -  E 209
 GA2820  PID         -  GA2820
 GA2820  STATE/COUNTY-  KY/BELL
 GA2820  USGS QUAD   -  KAYJAY (1983)
 GA2820
 GA2820                         *CURRENT SURVEY CONTROL
 GA2820  ___________________________________________________________________
 GA2820* NAD 83(1986)-  36 38 15.     (N)    083 51 25.     (W)     SCALED    
 GA2820* NAVD 88     -       755.474  (meters)    2478.58   (feet)  ADJUSTED  
 GA2820  ___________________________________________________________________
 GA2820  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GA2820  DYNAMIC HT  -         754.772 (meters)    2476.28  (feet)  COMP
 GA2820  MODELED GRAV-     979,676.6   (mgal)                       NAVD 88
 GA2820
 GA2820  VERT ORDER  -  SECOND    CLASS 0
 GA2820
 GA2820.The horizontal coordinates were scaled from a topographic map and have
 GA2820.an estimated accuracy of +/- 6 seconds.
 GA2820
 GA2820.The orthometric height was determined by differential leveling
 GA2820.and adjusted by the National Geodetic Survey in June 1991..
 GA2820
 GA2820.The geoid height was determined by GEOID03.
 GA2820
 GA2820.The dynamic height is computed by dividing the NAVD 88
 GA2820.geopotential number by the normal gravity value computed on the
 GA2820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2820.degrees latitude (g = 980.6199 gals.).
 GA2820
 GA2820.The modeled gravity was interpolated from observed gravity values.
 GA2820
 GA2820;                    North         East    Units  Estimated Accuracy
 GA2820;SPC KY1Z     - 1,035,480.    1,669,310.      MT  (+/- 180 meters Scaled)
 GA2820
 GA2820                          SUPERSEDED SURVEY CONTROL
 GA2820
 GA2820  NGVD 29 (??/??/92)  755.578  (m)         2478.93   (f) ADJ UNCH    2 0
 GA2820
 GA2820.Superseded values are not recommended for survey control.
 GA2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2820.See file dsdata.txt to determine how the superseded data were derived.
 GA2820
 GA2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA445584(NAD 83)
 GA2820_MARKER: DB = BENCH MARK DISK
 GA2820_SETTING: 66 = SET IN ROCK OUTCROP
 GA2820_SP_SET: SET IN ROCK OUTCROP
 GA2820_STAMPING: E 209 1951 2478.925
 GA2820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2820+STABILITY: POSITION/ELEVATION WELL
 GA2820
 GA2820  HISTORY     - Date     Condition        Report By
 GA2820  HISTORY     - 1951     MONUMENTED       CGS
 GA2820  HISTORY     - 1957     GOOD             NGS
 GA2820
 GA2820                          STATION DESCRIPTION
 GA2820
 GA2820'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2820'5.4 MI NE FROM FONDE.
 GA2820'4.5 MILES NORTHEAST ALONG STATE HIGHWAY 74 FROM THE JUNCTION OF
 GA2820'STATE HIGHWAY 535 AT FONDE, THENCE ABOUT 0.85 MILE NORTHWEST ALONG
 GA2820'A GRAVEL ROAD, ABOUT 0.1 MILE WEST ALONG HIGHWAY 74 FROM THE TOP
 GA2820'OF GRADE OVER LOG MOUNTAIN, THENCE ABOUT 0.85 MILE NORTHWEST ALONG
 GA2820'A GRAVEL ROAD, SET IN THE TOP OF A SMALL LEDGE (JUST LARGE ENOUGH
 GA2820'TO HOLD DISK) ABOUT 1 FOOT ABOVE THE BOTTOM OF THE NORTH PART OF
 GA2820'AN IRREGULARLY LAYERED ROCK OUTCROP, ABOUT 50 YARDS SOUTHEAST OF
 GA2820'THE NORTHEAST END OF AN 18-INCH PIPE CULVERT, DIRECTLY BELOW A
 GA2820'6-INCH TRIANGLE CHISELED IN VERTICAL FACE OF SAME OUTCROP AND
 GA2820'ABOUT 5 1/2 FEET ABOVE THE ROAD.
 GA2820
 GA2820                          STATION RECOVERY (1957)
 GA2820
 GA2820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2996 ***********************************************************************
 GA2996  DESIGNATION -  E 210
 GA2996  PID         -  GA2996
 GA2996  STATE/COUNTY-  KY/BELL
 GA2996  USGS QUAD   -  KAYJAY (1983)
 GA2996
 GA2996                         *CURRENT SURVEY CONTROL
 GA2996  ___________________________________________________________________
 GA2996* NAD 83(1986)-  36 40 05.     (N)    083 52 00.     (W)     SCALED    
 GA2996* NAVD 88     -       425.476  (meters)    1395.92   (feet)  ADJUSTED  
 GA2996  ___________________________________________________________________
 GA2996  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GA2996  DYNAMIC HT  -         425.095 (meters)    1394.67  (feet)  COMP
 GA2996  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 GA2996
 GA2996  VERT ORDER  -  SECOND    CLASS 0
 GA2996
 GA2996.The horizontal coordinates were scaled from a topographic map and have
 GA2996.an estimated accuracy of +/- 6 seconds.
 GA2996
 GA2996.The orthometric height was determined by differential leveling
 GA2996.and adjusted by the National Geodetic Survey in June 1991..
 GA2996
 GA2996.The geoid height was determined by GEOID03.
 GA2996
 GA2996.The dynamic height is computed by dividing the NAVD 88
 GA2996.geopotential number by the normal gravity value computed on the
 GA2996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2996.degrees latitude (g = 980.6199 gals.).
 GA2996
 GA2996.The modeled gravity was interpolated from observed gravity values.
 GA2996
 GA2996;                    North         East    Units  Estimated Accuracy
 GA2996;SPC KY1Z     - 1,038,850.    1,668,370.      MT  (+/- 180 meters Scaled)
 GA2996
 GA2996                          SUPERSEDED SURVEY CONTROL
 GA2996
 GA2996  NGVD 29 (??/??/92)  425.599  (m)         1396.32   (f) ADJ UNCH    2 0
 GA2996
 GA2996.Superseded values are not recommended for survey control.
 GA2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2996.See file dsdata.txt to determine how the superseded data were derived.
 GA2996
 GA2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA438618(NAD 83)
 GA2996_MARKER: DB = BENCH MARK DISK
 GA2996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2996_SP_SET: CULVERT
 GA2996_STAMPING: E 210 1951 1396.319
 GA2996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2996
 GA2996  HISTORY     - Date     Condition        Report By
 GA2996  HISTORY     - 1951     MONUMENTED       CGS
 GA2996  HISTORY     - 1957     GOOD             NGS
 GA2996
 GA2996                          STATION DESCRIPTION
 GA2996
 GA2996'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2996'0.4 MI SW FROM CHENOA.
 GA2996'0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 190 FROM THE SCHOOL AT
 GA2996'CHENOA, ABOUT 0.25 MILE SOUTHWEST OF THE POST OFFICE AT CHENOA,
 GA2996'ABOUT 1.9 MILES SOUTHWEST OF DAVISBURG BAPTIST CHURCH, SET IN THE
 GA2996'TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 10-FOOT
 GA2996'CONCRETE CULVERT, 16 FEET NORTHWEST OF THE CENTER LINE OF THE
 GA2996'HIGHWAY AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 GA2996
 GA2996                          STATION RECOVERY (1957)
 GA2996
 GA2996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3008 ***********************************************************************
 GA3008  DESIGNATION -  E 211
 GA3008  PID         -  GA3008
 GA3008  STATE/COUNTY-  KY/BELL
 GA3008  USGS QUAD   -  KAYJAY (1983)
 GA3008
 GA3008                         *CURRENT SURVEY CONTROL
 GA3008  ___________________________________________________________________
 GA3008* NAD 83(1986)-  36 37 43.     (N)    083 46 22.     (W)     SCALED    
 GA3008* NAVD 88     -       485.457  (meters)    1592.70   (feet)  ADJUSTED  
 GA3008  ___________________________________________________________________
 GA3008  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GA3008  DYNAMIC HT  -         485.031 (meters)    1591.31  (feet)  COMP
 GA3008  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 GA3008
 GA3008  VERT ORDER  -  SECOND    CLASS 0
 GA3008
 GA3008.The horizontal coordinates were scaled from a topographic map and have
 GA3008.an estimated accuracy of +/- 6 seconds.
 GA3008
 GA3008.The orthometric height was determined by differential leveling
 GA3008.and adjusted by the National Geodetic Survey in June 1991..
 GA3008
 GA3008.The geoid height was determined by GEOID03.
 GA3008
 GA3008.The dynamic height is computed by dividing the NAVD 88
 GA3008.geopotential number by the normal gravity value computed on the
 GA3008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3008.degrees latitude (g = 980.6199 gals.).
 GA3008
 GA3008.The modeled gravity was interpolated from observed gravity values.
 GA3008
 GA3008;                    North         East    Units  Estimated Accuracy
 GA3008;SPC KY1Z     - 1,034,650.    1,676,860.      MT  (+/- 180 meters Scaled)
 GA3008
 GA3008                          SUPERSEDED SURVEY CONTROL
 GA3008
 GA3008  NGVD 29 (??/??/92)  485.597  (m)         1593.16   (f) ADJ UNCH    2 0
 GA3008
 GA3008.Superseded values are not recommended for survey control.
 GA3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3008.See file dsdata.txt to determine how the superseded data were derived.
 GA3008
 GA3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA520572(NAD 83)
 GA3008_MARKER: DD = SURVEY DISK
 GA3008_SETTING: 66 = SET IN ROCK OUTCROP
 GA3008_SP_SET: SET IN ROCK OUTCROP
 GA3008_STAMPING: E 211 1951 1593.163
 GA3008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3008+STABILITY: POSITION/ELEVATION WELL
 GA3008
 GA3008  HISTORY     - Date     Condition        Report By
 GA3008  HISTORY     - 1951     MONUMENTED       CGS
 GA3008  HISTORY     - 1957     GOOD             NGS
 GA3008
 GA3008                          STATION DESCRIPTION
 GA3008
 GA3008'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA3008'1.3 MI NW FROM MIDDLESBORO.
 GA3008'1.3 MILES NORTHWEST ALONG A ROUGH GRAVEL ROAD FOLLOWING BEAN
 GA3008'FORK FROM THE JUNCTION OF STATE HIGHWAY 74 AT MIDDLESBORO, ABOUT
 GA3008'0.6 MILE NORTHWEST OF BEAN FORK BAPTIST CHURCH, ABOUT 0.1 MILE
 GA3008'SOUTHEAST OF THE JUNCTION OF A ROAD NORTH TO A COAL MINE, SET
 GA3008'VERTICALLY IN THE NORTH FACE OF A LARGE ROCK PROJECTING OUT OF
 GA3008'CUT BANK, 13 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND ABOUT
 GA3008'1 FOOT ABOVE THE ROAD.
 GA3008
 GA3008                          STATION RECOVERY (1957)
 GA3008
 GA3008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA3008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1569 ***********************************************************************
 GZ1569  DESIGNATION -  E 212
 GZ1569  PID         -  GZ1569
 GZ1569  STATE/COUNTY-  KY/MARION
 GZ1569  USGS QUAD   -  BRADFORDSVILLE (1952)
 GZ1569
 GZ1569                         *CURRENT SURVEY CONTROL
 GZ1569  ___________________________________________________________________
 GZ1569* NAD 83(1986)-  37 29 40.     (N)    085 10 17.     (W)     SCALED    
 GZ1569* NAVD 88     -       200.306  (meters)     657.17   (feet)  ADJUSTED  
 GZ1569  ___________________________________________________________________
 GZ1569  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 GZ1569  DYNAMIC HT  -         200.149 (meters)     656.66  (feet)  COMP
 GZ1569  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 GZ1569
 GZ1569  VERT ORDER  -  SECOND    CLASS 0
 GZ1569
 GZ1569.The horizontal coordinates were scaled from a topographic map and have
 GZ1569.an estimated accuracy of +/- 6 seconds.
 GZ1569
 GZ1569.The orthometric height was determined by differential leveling
 GZ1569.and adjusted by the National Geodetic Survey in June 1991..
 GZ1569
 GZ1569.The geoid height was determined by GEOID03.
 GZ1569
 GZ1569.The dynamic height is computed by dividing the NAVD 88
 GZ1569.geopotential number by the normal gravity value computed on the
 GZ1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1569.degrees latitude (g = 980.6199 gals.).
 GZ1569
 GZ1569.The modeled gravity was interpolated from observed gravity values.
 GZ1569
 GZ1569;                    North         East    Units  Estimated Accuracy
 GZ1569;SPC KY1Z     - 1,129,020.    1,551,160.      MT  (+/- 180 meters Scaled)
 GZ1569
 GZ1569                          SUPERSEDED SURVEY CONTROL
 GZ1569
 GZ1569  NGVD 29 (??/??/92)  200.448  (m)          657.64   (f) ADJ UNCH    2 0
 GZ1569
 GZ1569.Superseded values are not recommended for survey control.
 GZ1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1569.See file dsdata.txt to determine how the superseded data were derived.
 GZ1569
 GZ1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG616512(NAD 83)
 GZ1569_MARKER: DB = BENCH MARK DISK
 GZ1569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1569_SP_SET: CULVERT
 GZ1569_STAMPING: E 212 1951 657.636
 GZ1569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1569
 GZ1569  HISTORY     - Date     Condition        Report By
 GZ1569  HISTORY     - 1951     MONUMENTED       CGS
 GZ1569  HISTORY     - 1958     GOOD             NGS
 GZ1569  HISTORY     - 1983     GOOD             KYDT
 GZ1569
 GZ1569                          STATION DESCRIPTION
 GZ1569
 GZ1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1569'1.4 MI NW FROM BRADFORDSVILLE.
 GZ1569'ABOUT 1.4 MILES NORTHWEST ALONG STATE HIGHWAY 49 FROM THE SCHOOL
 GZ1569'AT BRADFORDSVILLE, ABOUT 0.1 MILE WEST OF THE JUNCTION OF STATE
 GZ1569'HIGHWAY 337, SET IN THE TOP OF THE WEST END OF THE NORTH HEAD
 GZ1569'WALL OF A 12-FOOT CONCRETE CULVERT, 13 FEET NORTH OF THE CENTER
 GZ1569'LINE OF THE HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 GZ1569
 GZ1569                          STATION RECOVERY (1958)
 GZ1569
 GZ1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1569'RECOVERED IN GOOD CONDITION.
 GZ1569
 GZ1569                          STATION RECOVERY (1983)
 GZ1569
 GZ1569'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1203 ***********************************************************************
 GZ1203  DESIGNATION -  E 213
 GZ1203  PID         -  GZ1203
 GZ1203  STATE/COUNTY-  KY/CASEY
 GZ1203  USGS QUAD   -  PARKSVILLE (1952)
 GZ1203
 GZ1203                         *CURRENT SURVEY CONTROL
 GZ1203  ___________________________________________________________________
 GZ1203* NAD 83(1986)-  37 30 16.     (N)    084 59 32.     (W)     SCALED    
 GZ1203* NAVD 88     -       257.440  (meters)     844.62   (feet)  ADJUSTED  
 GZ1203  ___________________________________________________________________
 GZ1203  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 GZ1203  DYNAMIC HT  -         257.240 (meters)     843.96  (feet)  COMP
 GZ1203  MODELED GRAV-     979,843.9   (mgal)                       NAVD 88
 GZ1203
 GZ1203  VERT ORDER  -  SECOND    CLASS 0
 GZ1203
 GZ1203.The horizontal coordinates were scaled from a topographic map and have
 GZ1203.an estimated accuracy of +/- 6 seconds.
 GZ1203
 GZ1203.The orthometric height was determined by differential leveling
 GZ1203.and adjusted by the National Geodetic Survey in June 1991..
 GZ1203
 GZ1203.The geoid height was determined by GEOID03.
 GZ1203
 GZ1203.The dynamic height is computed by dividing the NAVD 88
 GZ1203.geopotential number by the normal gravity value computed on the
 GZ1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1203.degrees latitude (g = 980.6199 gals.).
 GZ1203
 GZ1203.The modeled gravity was interpolated from observed gravity values.
 GZ1203
 GZ1203;                    North         East    Units  Estimated Accuracy
 GZ1203;SPC KY1Z     - 1,130,250.    1,567,000.      MT  (+/- 180 meters Scaled)
 GZ1203
 GZ1203                          SUPERSEDED SURVEY CONTROL
 GZ1203
 GZ1203  NGVD 29 (??/??/92)  257.580  (m)          845.08   (f) ADJ UNCH    2 0
 GZ1203
 GZ1203.Superseded values are not recommended for survey control.
 GZ1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1203.See file dsdata.txt to determine how the superseded data were derived.
 GZ1203
 GZ1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG774527(NAD 83)
 GZ1203_MARKER: DB = BENCH MARK DISK
 GZ1203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1203_SP_SET: CULVERT
 GZ1203_STAMPING: E 213 1951 845.077
 GZ1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1203
 GZ1203  HISTORY     - Date     Condition        Report By
 GZ1203  HISTORY     - 1951     MONUMENTED       CGS
 GZ1203  HISTORY     - 1958     GOOD             NGS
 GZ1203
 GZ1203                          STATION DESCRIPTION
 GZ1203
 GZ1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1203'6.9 MI SE FROM GRAVEL SWITCH.
 GZ1203'ABOUT 0.6 MILE SOUTH THENCE ABOUT 6.3 MILES SOUTHEAST ALONG STATE
 GZ1203'HIGHWAY 243 FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT
 GZ1203'GRAVEL SWITCH, ABOUT 0.45 MILE SOUTHEAST OF PIEDMONT CHURCH, ABOUT
 GZ1203'0.3 MILE NORTHWEST OF ABANDONED JOHNSON CHAPEL SCHOOL, SET IN THE
 GZ1203'TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A 3-FOOT
 GZ1203'CONCRETE CULVERT, 15 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY,
 GZ1203'36 FEET NORTHWEST OF THE CENTER LINE OF A ROAD SOUTHWEST TO
 GZ1203'JOHNSON CHAPEL CHURCH AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 GZ1203
 GZ1203                          STATION RECOVERY (1958)
 GZ1203
 GZ1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1723 ***********************************************************************
 GZ1723  DESIGNATION -  E 214
 GZ1723  PID         -  GZ1723
 GZ1723  STATE/COUNTY-  KY/TAYLOR
 GZ1723  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ1723
 GZ1723                         *CURRENT SURVEY CONTROL
 GZ1723  ___________________________________________________________________
 GZ1723* NAD 83(1986)-  37 20 02.     (N)    085 18 38.     (W)     SCALED    
 GZ1723* NAVD 88     -       252.605  (meters)     828.75   (feet)  ADJUSTED  
 GZ1723  ___________________________________________________________________
 GZ1723  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GZ1723  DYNAMIC HT  -         252.404 (meters)     828.10  (feet)  COMP
 GZ1723  MODELED GRAV-     979,830.2   (mgal)                       NAVD 88
 GZ1723
 GZ1723  VERT ORDER  -  SECOND    CLASS 0
 GZ1723
 GZ1723.The horizontal coordinates were scaled from a topographic map and have
 GZ1723.an estimated accuracy of +/- 6 seconds.
 GZ1723
 GZ1723.The orthometric height was determined by differential leveling
 GZ1723.and adjusted by the National Geodetic Survey in June 1991..
 GZ1723
 GZ1723.The geoid height was determined by GEOID03.
 GZ1723
 GZ1723.The dynamic height is computed by dividing the NAVD 88
 GZ1723.geopotential number by the normal gravity value computed on the
 GZ1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1723.degrees latitude (g = 980.6199 gals.).
 GZ1723
 GZ1723.The modeled gravity was interpolated from observed gravity values.
 GZ1723
 GZ1723;                    North         East    Units  Estimated Accuracy
 GZ1723;SPC KY1Z     - 1,111,140.    1,538,940.      MT  (+/- 180 meters Scaled)
 GZ1723
 GZ1723                          SUPERSEDED SURVEY CONTROL
 GZ1723
 GZ1723  NGVD 29 (??/??/92)  252.744  (m)          829.21   (f) ADJ UNCH    2 0
 GZ1723
 GZ1723.Superseded values are not recommended for survey control.
 GZ1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1723.See file dsdata.txt to determine how the superseded data were derived.
 GZ1723
 GZ1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG496332(NAD 83)
 GZ1723_MARKER: DB = BENCH MARK DISK
 GZ1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1723_STAMPING: E 214 1951 829.211
 GZ1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1723+STABILITY: SURFACE MOTION
 GZ1723
 GZ1723  HISTORY     - Date     Condition        Report By
 GZ1723  HISTORY     - 1951     MONUMENTED       CGS
 GZ1723  HISTORY     - 1958     GOOD             NGS
 GZ1723  HISTORY     - 20000814 MARK NOT FOUND   KYDT
 GZ1723
 GZ1723                          STATION DESCRIPTION
 GZ1723
 GZ1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ1723'2 MI E FROM CAMPBELLSVILLE.
 GZ1723'1.95 MILES EAST ALONG STATE HIGHWAY 70 FROM THE L. AND N.
 GZ1723'RR. STATION AT CAMPBELLSVILLE, AT A SMALL NEW FRAME HOUSE AND
 GZ1723'ACROSS HIGHWAY FROM A NEW MODERN BRICK HOUSE, 56 FEET SOUTH
 GZ1723'OF THE CENTER LINE OF HIGHWAY, 37.1 FEET NORTHWEST OF THE
 GZ1723'SOUTHWEST CORNER OF THE HOUSE, 24.2 FEET SOUTHWEST OF THE
 GZ1723'NORTHWEST CORNER OF THE HOUSE, 35 FEET SOUTH OF A FENCE CORNER,
 GZ1723'1.5 FEET EAST OF THE FENCE WEST OF HOUSE, ABOUT LEVEL WITH THE
 GZ1723'HIGHWAY.  STANDARD DISK IN CONCRETE POST, PROJECTING 4 INCHES.
 GZ1723
 GZ1723                          STATION RECOVERY (2000)
 GZ1723
 GZ1723'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 GZ1723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1589 ***********************************************************************
 GZ1589  DESIGNATION -  E 215
 GZ1589  PID         -  GZ1589
 GZ1589  STATE/COUNTY-  KY/TAYLOR
 GZ1589  USGS QUAD   -  BRADFORDSVILLE (1952)
 GZ1589
 GZ1589                         *CURRENT SURVEY CONTROL
 GZ1589  ___________________________________________________________________
 GZ1589* NAD 83(1986)-  37 25 27.     (N)    085 11 57.     (W)     SCALED    
 GZ1589* NAVD 88     -       259.109  (meters)     850.09   (feet)  ADJUSTED  
 GZ1589  ___________________________________________________________________
 GZ1589  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 GZ1589  DYNAMIC HT  -         258.901 (meters)     849.41  (feet)  COMP
 GZ1589  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 GZ1589
 GZ1589  VERT ORDER  -  SECOND    CLASS 0
 GZ1589
 GZ1589.The horizontal coordinates were scaled from a topographic map and have
 GZ1589.an estimated accuracy of +/- 6 seconds.
 GZ1589
 GZ1589.The orthometric height was determined by differential leveling
 GZ1589.and adjusted by the National Geodetic Survey in June 1991..
 GZ1589
 GZ1589.The geoid height was determined by GEOID03.
 GZ1589
 GZ1589.The dynamic height is computed by dividing the NAVD 88
 GZ1589.geopotential number by the normal gravity value computed on the
 GZ1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1589.degrees latitude (g = 980.6199 gals.).
 GZ1589
 GZ1589.The modeled gravity was interpolated from observed gravity values.
 GZ1589
 GZ1589;                    North         East    Units  Estimated Accuracy
 GZ1589;SPC KY1Z     - 1,121,210.    1,548,750.      MT  (+/- 180 meters Scaled)
 GZ1589
 GZ1589                          SUPERSEDED SURVEY CONTROL
 GZ1589
 GZ1589  NGVD 29 (??/??/92)  259.239  (m)          850.52   (f) ADJ UNCH    2 0
 GZ1589
 GZ1589.Superseded values are not recommended for survey control.
 GZ1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1589.See file dsdata.txt to determine how the superseded data were derived.
 GZ1589
 GZ1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG593434(NAD 83)
 GZ1589_MARKER: DB = BENCH MARK DISK
 GZ1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1589_STAMPING: E 215 1951 850.520
 GZ1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1589+STABILITY: SURFACE MOTION
 GZ1589
 GZ1589  HISTORY     - Date     Condition        Report By
 GZ1589  HISTORY     - 1951     MONUMENTED       CGS
 GZ1589  HISTORY     - 1958     GOOD             NGS
 GZ1589  HISTORY     - 1983     GOOD             KYDT
 GZ1589
 GZ1589                          STATION DESCRIPTION
 GZ1589
 GZ1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1589'4.2 MI W FROM MERRIMAC.
 GZ1589'ABOUT 4.15 MILES WEST ALONG A GRAVEL ROAD FROM THE METHODIST
 GZ1589'CHURCH AT MERRIMAC, ABOUT 0.65 MILE EAST OF BARNEY SCHOOL, ABOUT
 GZ1589'1.9 MILES WEST OF THE INTERSECTION OF STATE HIGHWAY 337 AND GIBBINS
 GZ1589'STORE, 20 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 GZ1589'SOUTH OF A FENCE LINE, 8 FEET EAST OF A 24-INCH OAK TREE, 39 1/2
 GZ1589'FEET NORTHWEST AND ACROSS ROAD FROM A 24-INCH OAK TREE IN
 GZ1589'FENCE LINE, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 GZ1589'CONCRETE POST PROJECTING 4 INCHES.
 GZ1589
 GZ1589                          STATION RECOVERY (1958)
 GZ1589
 GZ1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1589'RECOVERED IN GOOD CONDITION.
 GZ1589
 GZ1589                          STATION RECOVERY (1983)
 GZ1589
 GZ1589'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1037 ***********************************************************************
 GZ1037  DESIGNATION -  E 216
 GZ1037  PID         -  GZ1037
 GZ1037  STATE/COUNTY-  KY/PULASKI
 GZ1037  USGS QUAD   -  SCIENCE HILL (1961)
 GZ1037
 GZ1037                         *CURRENT SURVEY CONTROL
 GZ1037  ___________________________________________________________________
 GZ1037* NAD 83(1986)-  37 10 25.     (N)    084 41 47.     (W)     SCALED    
 GZ1037* NAVD 88     -       343.788  (meters)    1127.91   (feet)  POSTED    
 GZ1037  ___________________________________________________________________
 GZ1037  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GZ1037  DYNAMIC HT  -         343.520 (meters)    1127.03  (feet)  COMP
 GZ1037  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 GZ1037
 GZ1037  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GZ1037
 GZ1037.The horizontal coordinates were scaled from a topographic map and have
 GZ1037.an estimated accuracy of +/- 6 seconds.
 GZ1037
 GZ1037.The orthometric height was determined by differential leveling
 GZ1037.and adjusted by the National Geodetic Survey in 1992..
 GZ1037.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GZ1037.rate of 2.1 thru 3.0 mm/km.
 GZ1037
 GZ1037.The geoid height was determined by GEOID03.
 GZ1037
 GZ1037.The dynamic height is computed by dividing the NAVD 88
 GZ1037.geopotential number by the normal gravity value computed on the
 GZ1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1037.degrees latitude (g = 980.6199 gals.).
 GZ1037
 GZ1037.The modeled gravity was interpolated from observed gravity values.
 GZ1037
 GZ1037;                    North         East    Units  Estimated Accuracy
 GZ1037;SPC KY1Z     - 1,093,790.    1,593,570.      MT  (+/- 180 meters Scaled)
 GZ1037
 GZ1037                          SUPERSEDED SURVEY CONTROL
 GZ1037
 GZ1037  NGVD 29 (??/??/92)  343.931  (m)         1128.38   (f) ADJ UNCH    2 0
 GZ1037
 GZ1037.Superseded values are not recommended for survey control.
 GZ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1037.See file dsdata.txt to determine how the superseded data were derived.
 GZ1037
 GZ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG045166(NAD 83)
 GZ1037_MARKER: DB = BENCH MARK DISK
 GZ1037_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1037_SP_SET: ROCK OUTCROP
 GZ1037_STAMPING: E 216 1951 1128.380
 GZ1037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1037+STABILITY: POSITION/ELEVATION WELL
 GZ1037
 GZ1037  HISTORY     - Date     Condition        Report By
 GZ1037  HISTORY     - 1951     MONUMENTED       CGS
 GZ1037  HISTORY     - 1958     GOOD             NGS
 GZ1037  HISTORY     - 20050509 MARK NOT FOUND   KYDT
 GZ1037
 GZ1037                          STATION DESCRIPTION
 GZ1037
 GZ1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1037'2.2 MI W FROM MT ZION.
 GZ1037'ABOUT 2.15 MILES WEST ALONG A GRAVEL ROAD FROM THE METHODIST
 GZ1037'CHURCH AND CEMETERY AT MT. ZION, ABOUT 1.45 MILE WEST OF
 GZ1037'MT. ZION CASH STORE, ABOUT 3.5 MILES EAST OF THE POST OFFICE
 GZ1037'AT KING BEE, SET IN THE TOP OF AN OUTCROP OF ROCK ABOUT 8 BY
 GZ1037'7 FEET AND ABOUT FLUSH WITH GROUND, 37 FEET NORTHWEST OF THE
 GZ1037'CENTER LINE OF ROAD, ABOUT 378 FEET SOUTHWEST OF THE SOUTHWEST
 GZ1037'CORNER OF AN IMITATION TAN BRICK TWO STORY FARM HOUSE, 52 FEET
 GZ1037'NORTH OF THE SOUTH CORNER OF A CLEARING, 22 FEET WEST OF A
 GZ1037'4-INCH BLACK WALNUT TREE, AND ABOUT 6 FEET BELOW THE ROAD.
 GZ1037
 GZ1037                          STATION RECOVERY (1958)
 GZ1037
 GZ1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1037'RECOVERED IN GOOD CONDITION.
 GZ1037
 GZ1037                          STATION RECOVERY (2005)
 GZ1037
 GZ1037'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0973 ***********************************************************************
 GZ0973  DESIGNATION -  E 217
 GZ0973  PID         -  GZ0973
 GZ0973  STATE/COUNTY-  KY/CASEY
 GZ0973  USGS QUAD   -  PHIL (1953)
 GZ0973
 GZ0973                         *CURRENT SURVEY CONTROL
 GZ0973  ___________________________________________________________________
 GZ0973* NAD 83(1986)-  37 10 51.     (N)    084 56 34.     (W)     SCALED    
 GZ0973* NAVD 88     -       242.315  (meters)     795.00   (feet)  ADJUSTED  
 GZ0973  ___________________________________________________________________
 GZ0973  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GZ0973  DYNAMIC HT  -         242.122 (meters)     794.36  (feet)  COMP
 GZ0973  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 GZ0973
 GZ0973  VERT ORDER  -  SECOND    CLASS 0
 GZ0973
 GZ0973.The horizontal coordinates were scaled from a topographic map and have
 GZ0973.an estimated accuracy of +/- 6 seconds.
 GZ0973
 GZ0973.The orthometric height was determined by differential leveling
 GZ0973.and adjusted by the National Geodetic Survey in June 1991..
 GZ0973
 GZ0973.The geoid height was determined by GEOID03.
 GZ0973
 GZ0973.The dynamic height is computed by dividing the NAVD 88
 GZ0973.geopotential number by the normal gravity value computed on the
 GZ0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0973.degrees latitude (g = 980.6199 gals.).
 GZ0973
 GZ0973.The modeled gravity was interpolated from observed gravity values.
 GZ0973
 GZ0973;                    North         East    Units  Estimated Accuracy
 GZ0973;SPC KY1Z     - 1,094,370.    1,571,680.      MT  (+/- 180 meters Scaled)
 GZ0973
 GZ0973                          SUPERSEDED SURVEY CONTROL
 GZ0973
 GZ0973  NGVD 29 (??/??/92)  242.454  (m)          795.45   (f) ADJ UNCH    2 0
 GZ0973
 GZ0973.Superseded values are not recommended for survey control.
 GZ0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0973.See file dsdata.txt to determine how the superseded data were derived.
 GZ0973
 GZ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG826169(NAD 83)
 GZ0973_MARKER: DB = BENCH MARK DISK
 GZ0973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0973_SP_SET: BRIDGE
 GZ0973_STAMPING: E 217 1951 795.451
 GZ0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0973
 GZ0973  HISTORY     - Date     Condition        Report By
 GZ0973  HISTORY     - 1951     MONUMENTED       CGS
 GZ0973  HISTORY     - 1958     GOOD             NGS
 GZ0973  HISTORY     - 1984     GOOD             KYDT
 GZ0973
 GZ0973                          STATION DESCRIPTION
 GZ0973
 GZ0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0973'2.4 MI S FROM PHIL.
 GZ0973'ABOUT 2.35 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GZ0973'AND ROAD JUNCTION AT PHIL, ABOUT 0.25 MILE NORTHWEST OF THE
 GZ0973'ROAD JUNCTION AT TEDDY, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A
 GZ0973'ROAD WEST, ABOUT 0.25 MILE SOUTH OF A SCHOOL BUILDING, SET IN THE
 GZ0973'TOP OF THE WEST END OF THE NORTH ABUTMENT OF A 28-FOOT CONCRETE
 GZ0973'BRIDGE OVER BRICES CREEK, 11 FEET WEST OF THE CENTER LINE OF THE
 GZ0973'ROAD AND ABOUT 1 FOOT BELOW ROAD.
 GZ0973
 GZ0973                          STATION RECOVERY (1958)
 GZ0973
 GZ0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0973'RECOVERED IN GOOD CONDITION.
 GZ0973
 GZ0973                          STATION RECOVERY (1984)
 GZ0973
 GZ0973'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0902 ***********************************************************************
 GZ0902  DESIGNATION -  E 218
 GZ0902  PID         -  GZ0902
 GZ0902  STATE/COUNTY-  KY/CASEY
 GZ0902  USGS QUAD   -  YOSEMITE (1979)
 GZ0902
 GZ0902                         *CURRENT SURVEY CONTROL
 GZ0902  ___________________________________________________________________
 GZ0902* NAD 83(1986)-  37 17 23.     (N)    084 45 16.     (W)     SCALED    
 GZ0902* NAVD 88     -       358.106  (meters)    1174.89   (feet)  ADJUSTED  
 GZ0902  ___________________________________________________________________
 GZ0902  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GZ0902  DYNAMIC HT  -         357.812 (meters)    1173.92  (feet)  COMP
 GZ0902  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 GZ0902
 GZ0902  VERT ORDER  -  SECOND    CLASS 0
 GZ0902
 GZ0902.The horizontal coordinates were scaled from a topographic map and have
 GZ0902.an estimated accuracy of +/- 6 seconds.
 GZ0902
 GZ0902.The orthometric height was determined by differential leveling
 GZ0902.and adjusted by the National Geodetic Survey in June 1991..
 GZ0902
 GZ0902.The geoid height was determined by GEOID03.
 GZ0902
 GZ0902.The dynamic height is computed by dividing the NAVD 88
 GZ0902.geopotential number by the normal gravity value computed on the
 GZ0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0902.degrees latitude (g = 980.6199 gals.).
 GZ0902
 GZ0902.The modeled gravity was interpolated from observed gravity values.
 GZ0902
 GZ0902;                    North         East    Units  Estimated Accuracy
 GZ0902;SPC KY1Z     - 1,106,620.    1,588,270.      MT  (+/- 180 meters Scaled)
 GZ0902
 GZ0902                          SUPERSEDED SURVEY CONTROL
 GZ0902
 GZ0902  NGVD 29 (??/??/92)  358.233  (m)         1175.30   (f) ADJ UNCH    2 0
 GZ0902
 GZ0902.Superseded values are not recommended for survey control.
 GZ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0902.See file dsdata.txt to determine how the superseded data were derived.
 GZ0902
 GZ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG990293(NAD 83)
 GZ0902_MARKER: DB = BENCH MARK DISK
 GZ0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0902_STAMPING: E 218 1951 1175.303
 GZ0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0902+STABILITY: SURFACE MOTION
 GZ0902
 GZ0902  HISTORY     - Date     Condition        Report By
 GZ0902  HISTORY     - 1951     MONUMENTED       CGS
 GZ0902  HISTORY     - 1958     GOOD             NGS
 GZ0902  HISTORY     - 1981     GOOD             KYDT
 GZ0902
 GZ0902                          STATION DESCRIPTION
 GZ0902
 GZ0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0902'1 MI NE FROM HUMPHREY.
 GZ0902'ABOUT 1.05 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE
 GZ0902'CROSSROADS AND MT. OLIVE CHRISTIAN CHURCH AT HUMPHREY, AT THE
 GZ0902'JUNCTION OF A ROAD SOUTH TO SALYERS CEMETERY, 227 FEET NORTH OF
 GZ0902'THE NORTHEAST CORNER OF THE CEMETERY, 37 FEET SOUTH OF THE
 GZ0902'CENTER LINE OF THE ROAD, 27 FEET SOUTH OF THE EAST END OF THE
 GZ0902'SOUTH HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER GRAVEL ROAD,
 GZ0902'13 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 1 1/2 FEET
 GZ0902'EAST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 GZ0902'POST, ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A
 GZ0902'CONCRETE POST PROJECTING 3 INCHES.
 GZ0902
 GZ0902                          STATION RECOVERY (1958)
 GZ0902
 GZ0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0902'RECOVERED IN GOOD CONDITION.
 GZ0902
 GZ0902                          STATION RECOVERY (1981)
 GZ0902
 GZ0902'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1022 ***********************************************************************
 GZ1022  DESIGNATION -  E 219
 GZ1022  PID         -  GZ1022
 GZ1022  STATE/COUNTY-  KY/CASEY
 GZ1022  USGS QUAD   -  MINTONVILLE (1976)
 GZ1022
 GZ1022                         *CURRENT SURVEY CONTROL
 GZ1022  ___________________________________________________________________
 GZ1022* NAD 83(1986)-  37 13 04.     (N)    084 47 44.     (W)     SCALED    
 GZ1022* NAVD 88     -       369.091  (meters)    1210.93   (feet)  ADJUSTED  
 GZ1022  ___________________________________________________________________
 GZ1022  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GZ1022  DYNAMIC HT  -         368.784 (meters)    1209.92  (feet)  COMP
 GZ1022  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 GZ1022
 GZ1022  VERT ORDER  -  SECOND    CLASS 0
 GZ1022
 GZ1022.The horizontal coordinates were scaled from a topographic map and have
 GZ1022.an estimated accuracy of +/- 6 seconds.
 GZ1022
 GZ1022.The orthometric height was determined by differential leveling
 GZ1022.and adjusted by the National Geodetic Survey in June 1991..
 GZ1022
 GZ1022.The geoid height was determined by GEOID03.
 GZ1022
 GZ1022.The dynamic height is computed by dividing the NAVD 88
 GZ1022.geopotential number by the normal gravity value computed on the
 GZ1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1022.degrees latitude (g = 980.6199 gals.).
 GZ1022
 GZ1022.The modeled gravity was interpolated from observed gravity values.
 GZ1022
 GZ1022;                    North         East    Units  Estimated Accuracy
 GZ1022;SPC KY1Z     - 1,098,590.    1,584,710.      MT  (+/- 180 meters Scaled)
 GZ1022
 GZ1022                          SUPERSEDED SURVEY CONTROL
 GZ1022
 GZ1022  NGVD 29 (??/??/92)  369.214  (m)         1211.33   (f) ADJ UNCH    2 0
 GZ1022
 GZ1022.Superseded values are not recommended for survey control.
 GZ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1022.See file dsdata.txt to determine how the superseded data were derived.
 GZ1022
 GZ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG955213(NAD 83)
 GZ1022_MARKER: DB = BENCH MARK DISK
 GZ1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1022_STAMPING: E 219 1951 1211.330
 GZ1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1022+STABILITY: SURFACE MOTION
 GZ1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1022+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 GZ1022
 GZ1022  HISTORY     - Date     Condition        Report By
 GZ1022  HISTORY     - 1951     MONUMENTED       CGS
 GZ1022  HISTORY     - 1958     GOOD             NGS
 GZ1022  HISTORY     - 1981     GOOD             KYDT
 GZ1022  HISTORY     - 20050503 GOOD             KYDT
 GZ1022
 GZ1022                          STATION DESCRIPTION
 GZ1022
 GZ1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1022'1.2 MI E FROM ARGYLE.
 GZ1022'ABOUT 1.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1022'AND CROSSROADS AT ARGYLE, AT LOUIS DICKS FARM HOUSE AND JUNCTION
 GZ1022'OF ROAD SOUTH, 132 FEET WEST OF THE CENTER LINE OF ROAD SOUTH,
 GZ1022'42 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 40
 GZ1022'FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 28 FEET
 GZ1022'SOUTH OF THE CENTER LINE OF ROAD, 9 1/2 FEET EAST OF CENTER LINE
 GZ1022'OF A DRIVE, 2 FEET WEST OF A FENCE LINE, 2 1/2 FEET ABOVE THE
 GZ1022'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1022
 GZ1022                          STATION RECOVERY (1958)
 GZ1022
 GZ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1022'RECOVERED IN GOOD CONDITION.
 GZ1022
 GZ1022                          STATION RECOVERY (1981)
 GZ1022
 GZ1022'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1022'RECOVERED IN GOOD CONDITION.
 GZ1022
 GZ1022                          STATION RECOVERY (2005)
 GZ1022
 GZ1022'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1771 ***********************************************************************
 GC1771  DESIGNATION -  E 22
 GC1771  PID         -  GC1771
 GC1771  STATE/COUNTY-  KY/TRIGG
 GC1771  USGS QUAD   -  CANTON (1982)
 GC1771
 GC1771                         *CURRENT SURVEY CONTROL
 GC1771  ___________________________________________________________________
 GC1771* NAD 83(1986)-  36 48 53.     (N)    087 52 50.     (W)     SCALED    
 GC1771* NAVD 88     -       172.165  (meters)     564.84   (feet)  ADJUSTED  
 GC1771  ___________________________________________________________________
 GC1771  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC1771  DYNAMIC HT  -         172.031 (meters)     564.40  (feet)  COMP
 GC1771  MODELED GRAV-     979,849.9   (mgal)                       NAVD 88
 GC1771
 GC1771  VERT ORDER  -  FIRST     CLASS II
 GC1771
 GC1771.The horizontal coordinates were scaled from a topographic map and have
 GC1771.an estimated accuracy of +/- 6 seconds.
 GC1771
 GC1771.The orthometric height was determined by differential leveling
 GC1771.and adjusted by the National Geodetic Survey in June 1991..
 GC1771
 GC1771.The geoid height was determined by GEOID03.
 GC1771
 GC1771.The dynamic height is computed by dividing the NAVD 88
 GC1771.geopotential number by the normal gravity value computed on the
 GC1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1771.degrees latitude (g = 980.6199 gals.).
 GC1771
 GC1771.The modeled gravity was interpolated from observed gravity values.
 GC1771
 GC1771;                    North         East    Units  Estimated Accuracy
 GC1771;SPC KY1Z     - 1,055,600.    1,309,900.      MT  (+/- 180 meters Scaled)
 GC1771
 GC1771                          SUPERSEDED SURVEY CONTROL
 GC1771
 GC1771  NGVD 29 (??/??/92)  172.235  (m)          565.07   (f) ADJ UNCH    1 2
 GC1771
 GC1771.Superseded values are not recommended for survey control.
 GC1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1771.See file dsdata.txt to determine how the superseded data were derived.
 GC1771
 GC1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF214746(NAD 83)
 GC1771_MARKER: DB = BENCH MARK DISK
 GC1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1771_STAMPING: E 22 1934 X
 GC1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1771+STABILITY: SURFACE MOTION
 GC1771
 GC1771  HISTORY     - Date     Condition        Report By
 GC1771  HISTORY     - 1934     MONUMENTED       CGS
 GC1771  HISTORY     - 1948     GOOD             NGS
 GC1771  HISTORY     - 1967     MARK NOT FOUND   NGS
 GC1771
 GC1771                          STATION DESCRIPTION
 GC1771
 GC1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1771'4.2 MI SW FROM CADIZ.
 GC1771'ABOUT 4.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 68 FROM THE COURT
 GC1771'HOUSE IN CADIZ, 110 YARDS SOUTHWEST OF THE SOUTHWEST SIDE OF
 GC1771'DYERS CHAPEL CEMETERY, IN FRONT OF A WHITE FRAME HOUSE, 132
 GC1771'FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 70 FEET EAST OF THE
 GC1771'CENTER LINE OF THE DRIVEWAY LEADING TO THE HOUSE, 42 FEET SOUTHEAST
 GC1771'OF THE CENTER LINE OF THE HIGHWAY, 23 FEET SOUTH OF A 28-INCH
 GC1771'OAK TREE, 2 FEET WEST OF A FENCE LINE, 1 FOOT NORTH OF A WHITE
 GC1771'WOODEN WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY AND IN
 GC1771'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 GC1771'NOTE-- APPARENTLY THIS MARK WAS DISTURBED BEFORE THE CONCRETE
 GC1771'HAD SET AS THE DISK IS SLOPING AND IS SUNK ABOUT AN INCH IN THE
 GC1771'CONCRETE.  THE HIGH POINT OF THE DISK IS BETWEEN AND AND THE G
 GC1771'OF GEODETIC.  THIS POINT WAS MARKED BY STAMPING AN X ON THE DISK
 GC1771'AND THE ROD WAS HELD AT THIS POINT.
 GC1771
 GC1771                          STATION RECOVERY (1967)
 GC1771
 GC1771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC1771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1137 ***********************************************************************
 GZ1137  DESIGNATION -  E 220
 GZ1137  PID         -  GZ1137
 GZ1137  STATE/COUNTY-  KY/PULASKI
 GZ1137  USGS QUAD   -  ELI (1973)
 GZ1137
 GZ1137                         *CURRENT SURVEY CONTROL
 GZ1137  ___________________________________________________________________
 GZ1137* NAD 83(1986)-  37 03 26.     (N)    084 52 57.     (W)     SCALED    
 GZ1137* NAVD 88     -       318.872  (meters)    1046.17   (feet)  ADJUSTED  
 GZ1137  ___________________________________________________________________
 GZ1137  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GZ1137  DYNAMIC HT  -         318.612 (meters)    1045.31  (feet)  COMP
 GZ1137  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 GZ1137
 GZ1137  VERT ORDER  -  SECOND    CLASS 0
 GZ1137
 GZ1137.The horizontal coordinates were scaled from a topographic map and have
 GZ1137.an estimated accuracy of +/- 6 seconds.
 GZ1137
 GZ1137.The orthometric height was determined by differential leveling
 GZ1137.and adjusted by the National Geodetic Survey in June 1991..
 GZ1137
 GZ1137.The geoid height was determined by GEOID03.
 GZ1137
 GZ1137.The dynamic height is computed by dividing the NAVD 88
 GZ1137.geopotential number by the normal gravity value computed on the
 GZ1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1137.degrees latitude (g = 980.6199 gals.).
 GZ1137
 GZ1137.The modeled gravity was interpolated from observed gravity values.
 GZ1137
 GZ1137;                    North         East    Units  Estimated Accuracy
 GZ1137;SPC KY1Z     - 1,080,700.    1,577,160.      MT  (+/- 180 meters Scaled)
 GZ1137
 GZ1137                          SUPERSEDED SURVEY CONTROL
 GZ1137
 GZ1137  NGVD 29 (??/??/92)  319.007  (m)         1046.61   (f) ADJ UNCH    2 0
 GZ1137
 GZ1137.Superseded values are not recommended for survey control.
 GZ1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1137.See file dsdata.txt to determine how the superseded data were derived.
 GZ1137
 GZ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG882033(NAD 83)
 GZ1137_MARKER: DB = BENCH MARK DISK
 GZ1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1137_STAMPING: E 220 1951 1046.609
 GZ1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1137+STABILITY: SURFACE MOTION
 GZ1137
 GZ1137  HISTORY     - Date     Condition        Report By
 GZ1137  HISTORY     - 1951     MONUMENTED       CGS
 GZ1137  HISTORY     - 1958     GOOD             NGS
 GZ1137  HISTORY     - 1984     GOOD             KYDT
 GZ1137  HISTORY     - 20050502 MARK NOT FOUND   KYDT
 GZ1137
 GZ1137                          STATION DESCRIPTION
 GZ1137
 GZ1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1137'2.9 MI S FROM INGLE.
 GZ1137'ABOUT 2.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1137'AT INGLE, ABOUT 0.55 MILE NORTH OF A CROSSROAD AND WILSON
 GZ1137'SCHOOL AND NEW PLEASANT BAPTIST CHURCH, AT THE RESIDENCE OF D.A.
 GZ1137'WILSON, 51 FEET WEST OF THE CENTER LINE OF ROAD, 45 1/2 FEET
 GZ1137'NORTHEAST OF SOUTHEAST CORNER OF HOUSE, 35 FEET SOUTHEAST OF
 GZ1137'NORTHEAST CORNER OF HOUSE, 18 FEET SOUTH OF AN 8-INCH LOCUST
 GZ1137'TREE, 1 1/2 FEET EAST OF LAWN FENCE, 1 1/2 FEET SOUTH OF A WHITE
 GZ1137'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE ROAD AND SET IN THE
 GZ1137'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1137
 GZ1137                          STATION RECOVERY (1958)
 GZ1137
 GZ1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1137'RECOVERED IN GOOD CONDITION.
 GZ1137
 GZ1137                          STATION RECOVERY (1984)
 GZ1137
 GZ1137'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1137'RECOVERED IN GOOD CONDITION.
 GZ1137
 GZ1137                          STATION RECOVERY (2005)
 GZ1137
 GZ1137'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1137'HOUSE, FENCE AND TREE NO LONGER AT LOCATION, AREA NOW A CULTIVATED
 GZ1137'FIELD, MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0197 ***********************************************************************
 GB0197  DESIGNATION -  E 221
 GB0197  PID         -  GB0197
 GB0197  STATE/COUNTY-  KY/WHITLEY
 GB0197  USGS QUAD   -  SAXTON (1982)
 GB0197
 GB0197                         *CURRENT SURVEY CONTROL
 GB0197  ___________________________________________________________________
 GB0197* NAD 83(1986)-  36 38 31.     (N)    084 02 49.     (W)     SCALED    
 GB0197* NAVD 88     -       358.199  (meters)    1175.19   (feet)  ADJUSTED  
 GB0197  ___________________________________________________________________
 GB0197  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GB0197  DYNAMIC HT  -         357.893 (meters)    1174.19  (feet)  COMP
 GB0197  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 GB0197
 GB0197  VERT ORDER  -  SECOND    CLASS 0
 GB0197
 GB0197.The horizontal coordinates were scaled from a topographic map and have
 GB0197.an estimated accuracy of +/- 6 seconds.
 GB0197
 GB0197.The orthometric height was determined by differential leveling
 GB0197.and adjusted by the National Geodetic Survey in June 1991..
 GB0197
 GB0197.The geoid height was determined by GEOID03.
 GB0197
 GB0197.The dynamic height is computed by dividing the NAVD 88
 GB0197.geopotential number by the normal gravity value computed on the
 GB0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0197.degrees latitude (g = 980.6199 gals.).
 GB0197
 GB0197.The modeled gravity was interpolated from observed gravity values.
 GB0197
 GB0197;                    North         East    Units  Estimated Accuracy
 GB0197;SPC KY1Z     - 1,035,640.    1,652,310.      MT  (+/- 180 meters Scaled)
 GB0197
 GB0197                          SUPERSEDED SURVEY CONTROL
 GB0197
 GB0197  NGVD 29 (??/??/92)  358.344  (m)         1175.67   (f) ADJ UNCH    2 0
 GB0197
 GB0197.Superseded values are not recommended for survey control.
 GB0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0197.See file dsdata.txt to determine how the superseded data were derived.
 GB0197
 GB0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF640592(NAD 83)
 GB0197_MARKER: DB = BENCH MARK DISK
 GB0197_SETTING: 66 = SET IN ROCK OUTCROP
 GB0197_SP_SET: ROCK CLIFF
 GB0197_STAMPING: E 221 1951 1175.667
 GB0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0197+STABILITY: POSITION/ELEVATION WELL
 GB0197
 GB0197  HISTORY     - Date     Condition        Report By
 GB0197  HISTORY     - 1951     MONUMENTED       CGS
 GB0197  HISTORY     - 1957     GOOD             NGS
 GB0197
 GB0197                          STATION DESCRIPTION
 GB0197
 GB0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0197'1.8 MI S FROM PACKARD.
 GB0197'ABOUT 1.75 MILES SOUTH ALONG A DIRT ROAD FROM THE ROAD JUNCTION
 GB0197'AT PACKARD, ABOUT 0.3 MILE SOUTH OF A DIM ROAD EAST, ON THE NORTH
 GB0197'SLOPE OF A LONG GRADE, ON THE OUTSIDE OF A SHORT CURVE WITH
 GB0197'TANGENTS EXTENDING SOUTH AND NORTHEAST, SET VERTICALLY IN THE
 GB0197'FACE OF A ROCK CLIFF, 18 FEET WEST OF THE CENTER LINE OF THE ROAD
 GB0197'AND ABOUT 2 FEET ABOVE THE ROAD.
 GB0197
 GB0197                          STATION RECOVERY (1957)
 GB0197
 GB0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1622 ***********************************************************************
 GZ1622  DESIGNATION -  E 222
 GZ1622  PID         -  GZ1622
 GZ1622  STATE/COUNTY-  KY/TAYLOR
 GZ1622  USGS QUAD   -  SALOMA (1961)
 GZ1622
 GZ1622                         *CURRENT SURVEY CONTROL
 GZ1622  ___________________________________________________________________
 GZ1622* NAD 83(1986)-  37 25 17.     (N)    085 22 31.     (W)     SCALED    
 GZ1622* NAVD 88     -       280.700  (meters)     920.93   (feet)  ADJUSTED  
 GZ1622  ___________________________________________________________________
 GZ1622  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 GZ1622  DYNAMIC HT  -         280.479 (meters)     920.20  (feet)  COMP
 GZ1622  MODELED GRAV-     979,834.2   (mgal)                       NAVD 88
 GZ1622
 GZ1622  VERT ORDER  -  SECOND    CLASS 0
 GZ1622
 GZ1622.The horizontal coordinates were scaled from a topographic map and have
 GZ1622.an estimated accuracy of +/- 6 seconds.
 GZ1622
 GZ1622.The orthometric height was determined by differential leveling
 GZ1622.and adjusted by the National Geodetic Survey in June 1991..
 GZ1622
 GZ1622.The geoid height was determined by GEOID03.
 GZ1622
 GZ1622.The dynamic height is computed by dividing the NAVD 88
 GZ1622.geopotential number by the normal gravity value computed on the
 GZ1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1622.degrees latitude (g = 980.6199 gals.).
 GZ1622
 GZ1622.The modeled gravity was interpolated from observed gravity values.
 GZ1622
 GZ1622;                    North         East    Units  Estimated Accuracy
 GZ1622;SPC KY1Z     - 1,120,820.    1,533,170.      MT  (+/- 180 meters Scaled)
 GZ1622
 GZ1622                          SUPERSEDED SURVEY CONTROL
 GZ1622
 GZ1622  NGVD 29 (??/??/92)  280.832  (m)          921.36   (f) ADJ UNCH    2 0
 GZ1622
 GZ1622.Superseded values are not recommended for survey control.
 GZ1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1622.See file dsdata.txt to determine how the superseded data were derived.
 GZ1622
 GZ1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG437428(NAD 83)
 GZ1622_MARKER: DB = BENCH MARK DISK
 GZ1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1622_STAMPING: E 222 1951
 GZ1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1622+STABILITY: SURFACE MOTION
 GZ1622
 GZ1622  HISTORY     - Date     Condition        Report By
 GZ1622  HISTORY     - 1951     MONUMENTED       CGS
 GZ1622
 GZ1622                          STATION DESCRIPTION
 GZ1622
 GZ1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1622'0.6 MI SW FROM HOBSON.
 GZ1622'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 68 FROM THE PLEASANT
 GZ1622'HILL BAPTIST CHURCH AT HOBSON, THENCE ABOUT 0.35 MILE SOUTHWEST
 GZ1622'ALONG STATE HIGHWAY 744, AT THE JUNCTION OF A ROAD LEADING
 GZ1622'NORTHWEST, 24 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GZ1622'14 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD NORTHWEST, 12
 GZ1622'FEET NORTHWEST OF THE NORTHEAST END OF A 16-INCH PIPE CULVERT
 GZ1622'UNDER ROAD NORTHWEST, 5 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT
 GZ1622'SOUTHWEST OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 GZ1622'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 GZ1622'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1560 ***********************************************************************
 GZ1560  DESIGNATION -  E 224
 GZ1560  PID         -  GZ1560
 GZ1560  STATE/COUNTY-  KY/TAYLOR
 GZ1560  USGS QUAD   -  GREENSBURG (1987)
 GZ1560
 GZ1560                         *CURRENT SURVEY CONTROL
 GZ1560  ___________________________________________________________________
 GZ1560* NAD 83(1986)-  37 20 51.     (N)    085 23 46.     (W)     SCALED    
 GZ1560* NAVD 88     -       214.517  (meters)     703.79   (feet)  ADJUSTED  
 GZ1560  ___________________________________________________________________
 GZ1560  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GZ1560  DYNAMIC HT  -         214.348 (meters)     703.24  (feet)  COMP
 GZ1560  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 GZ1560
 GZ1560  VERT ORDER  -  SECOND    CLASS 0
 GZ1560
 GZ1560.The horizontal coordinates were scaled from a topographic map and have
 GZ1560.an estimated accuracy of +/- 6 seconds.
 GZ1560
 GZ1560.The orthometric height was determined by differential leveling
 GZ1560.and adjusted by the National Geodetic Survey in June 1991..
 GZ1560
 GZ1560.The geoid height was determined by GEOID03.
 GZ1560
 GZ1560.The dynamic height is computed by dividing the NAVD 88
 GZ1560.geopotential number by the normal gravity value computed on the
 GZ1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1560.degrees latitude (g = 980.6199 gals.).
 GZ1560
 GZ1560.The modeled gravity was interpolated from observed gravity values.
 GZ1560
 GZ1560;                    North         East    Units  Estimated Accuracy
 GZ1560;SPC KY1Z     - 1,112,620.    1,531,360.      MT  (+/- 180 meters Scaled)
 GZ1560
 GZ1560                          SUPERSEDED SURVEY CONTROL
 GZ1560
 GZ1560  NGVD 29 (??/??/92)  214.657  (m)          704.25   (f) ADJ UNCH    2 0
 GZ1560
 GZ1560.Superseded values are not recommended for survey control.
 GZ1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1560.See file dsdata.txt to determine how the superseded data were derived.
 GZ1560
 GZ1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG420346(NAD 83)
 GZ1560_MARKER: DB = BENCH MARK DISK
 GZ1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1560_STAMPING: E 224 1951
 GZ1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1560+STABILITY: SURFACE MOTION
 GZ1560
 GZ1560  HISTORY     - Date     Condition        Report By
 GZ1560  HISTORY     - 1951     MONUMENTED       CGS
 GZ1560
 GZ1560                          STATION DESCRIPTION
 GZ1560
 GZ1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1560'0.4 MI SE FROM SWEENEYVILLE.
 GZ1560'ABOUT 0.35 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE FAIRVIEW
 GZ1560'CHURCH AND CROSSROADS AT SWEENEYVILLE, ABOUT 0.35 MILE
 GZ1560'NORTHWEST OF A 50-FOOT WOODEN BRIDGE OVER PITMAN CREEK, ON THE
 GZ1560'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING EAST AND NORTHWEST,
 GZ1560'13 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 33 FEET
 GZ1560'NORTHWEST OF THE SOUTH END OF A 30-INCH SKEW PIPE CULVERT, 9
 GZ1560'FEET SOUTHEAST OF THE CENTER OF A WIRE GAP TO AN OPEN PASTURE,
 GZ1560'1 FOOT SOUTHWEST OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE
 GZ1560'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE
 GZ1560'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1665 ***********************************************************************
 GZ1665  DESIGNATION -  E 225
 GZ1665  PID         -  GZ1665
 GZ1665  STATE/COUNTY-  KY/ADAIR
 GZ1665  USGS QUAD   -  KNIFLEY (1970)
 GZ1665
 GZ1665                         *CURRENT SURVEY CONTROL
 GZ1665  ___________________________________________________________________
 GZ1665* NAD 83(1986)-  37 11 29.     (N)    085 14 36.     (W)     SCALED    
 GZ1665* NAVD 88     -       273.675  (meters)     897.88   (feet)  ADJUSTED  
 GZ1665  ___________________________________________________________________
 GZ1665  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GZ1665  DYNAMIC HT  -         273.457 (meters)     897.17  (feet)  COMP
 GZ1665  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 GZ1665
 GZ1665  VERT ORDER  -  SECOND    CLASS 0
 GZ1665
 GZ1665.The horizontal coordinates were scaled from a topographic map and have
 GZ1665.an estimated accuracy of +/- 6 seconds.
 GZ1665
 GZ1665.The orthometric height was determined by differential leveling
 GZ1665.and adjusted by the National Geodetic Survey in June 1991..
 GZ1665
 GZ1665.The geoid height was determined by GEOID03.
 GZ1665
 GZ1665.The dynamic height is computed by dividing the NAVD 88
 GZ1665.geopotential number by the normal gravity value computed on the
 GZ1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1665.degrees latitude (g = 980.6199 gals.).
 GZ1665
 GZ1665.The modeled gravity was interpolated from observed gravity values.
 GZ1665
 GZ1665;                    North         East    Units  Estimated Accuracy
 GZ1665;SPC KY1Z     - 1,095,350.    1,544,990.      MT  (+/- 180 meters Scaled)
 GZ1665
 GZ1665                          SUPERSEDED SURVEY CONTROL
 GZ1665
 GZ1665  NGVD 29 (??/??/92)  273.823  (m)          898.37   (f) ADJ UNCH    2 0
 GZ1665
 GZ1665.Superseded values are not recommended for survey control.
 GZ1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1665.See file dsdata.txt to determine how the superseded data were derived.
 GZ1665
 GZ1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG559175(NAD 83)
 GZ1665_MARKER: DB = BENCH MARK DISK
 GZ1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1665_STAMPING: E 225 1951 898.366
 GZ1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1665+STABILITY: SURFACE MOTION
 GZ1665
 GZ1665  HISTORY     - Date     Condition        Report By
 GZ1665  HISTORY     - 1951     MONUMENTED       CGS
 GZ1665  HISTORY     - 1958     GOOD             NGS
 GZ1665  HISTORY     - 20050823 MARK NOT FOUND   KYTC
 GZ1665
 GZ1665                          STATION DESCRIPTION
 GZ1665
 GZ1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1665'1.8 MI NE FROM ABSHER.
 GZ1665'ABOUT 1.85 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST
 GZ1665'OFFICE AT ABSHER, ABOUT 1.0 MILE SOUTHWEST OF THE SOUTHWEST
 GZ1665'END OF A BRIDGE OVER GREEN RIVER, AT A BARN NORTH OF ROAD, 33
 GZ1665'FEET NORTH OF THE CENTER LINE OF THE ROAD, 43 FEET WEST OF THE
 GZ1665'SOUTHWEST CORNER OF BARN, 53 FEET NORTHWEST OF THE CENTER OF
 GZ1665'THE JUNCTION OF A PRIVATE ROAD LEADING NORTHEAST, 1 FOOT SOUTH
 GZ1665'OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 GZ1665'A CONCRETE POST PROJECTING 3 INCHES.
 GZ1665
 GZ1665                          STATION RECOVERY (1958)
 GZ1665
 GZ1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1665'RECOVERED IN GOOD CONDITION.
 GZ1665
 GZ1665                          STATION RECOVERY (2005)
 GZ1665
 GZ1665'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1763 ***********************************************************************
 GZ1763  DESIGNATION -  E 226
 GZ1763  PID         -  GZ1763
 GZ1763  STATE/COUNTY-  KY/GREEN
 GZ1763  USGS QUAD   -  GRESHAM (1987)
 GZ1763
 GZ1763                         *CURRENT SURVEY CONTROL
 GZ1763  ___________________________________________________________________
 GZ1763* NAD 83(1986)-  37 12 37.     (N)    085 26 07.     (W)     SCALED    
 GZ1763* NAVD 88     -       263.559  (meters)     864.69   (feet)  ADJUSTED  
 GZ1763  ___________________________________________________________________
 GZ1763  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GZ1763  DYNAMIC HT  -         263.354 (meters)     864.02  (feet)  COMP
 GZ1763  MODELED GRAV-     979,845.4   (mgal)                       NAVD 88
 GZ1763
 GZ1763  VERT ORDER  -  SECOND    CLASS 0
 GZ1763
 GZ1763.The horizontal coordinates were scaled from a topographic map and have
 GZ1763.an estimated accuracy of +/- 6 seconds.
 GZ1763
 GZ1763.The orthometric height was determined by differential leveling
 GZ1763.and adjusted by the National Geodetic Survey in June 1991..
 GZ1763
 GZ1763.The geoid height was determined by GEOID03.
 GZ1763
 GZ1763.The dynamic height is computed by dividing the NAVD 88
 GZ1763.geopotential number by the normal gravity value computed on the
 GZ1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1763.degrees latitude (g = 980.6199 gals.).
 GZ1763
 GZ1763.The modeled gravity was interpolated from observed gravity values.
 GZ1763
 GZ1763;                    North         East    Units  Estimated Accuracy
 GZ1763;SPC KY1Z     - 1,097,370.    1,527,940.      MT  (+/- 180 meters Scaled)
 GZ1763
 GZ1763                          SUPERSEDED SURVEY CONTROL
 GZ1763
 GZ1763  NGVD 29 (??/??/92)  263.706  (m)          865.18   (f) ADJ UNCH    2 0
 GZ1763
 GZ1763.Superseded values are not recommended for survey control.
 GZ1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1763.See file dsdata.txt to determine how the superseded data were derived.
 GZ1763
 GZ1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG388193(NAD 83)
 GZ1763_MARKER: DB = BENCH MARK DISK
 GZ1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1763_STAMPING: E 226 1951
 GZ1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1763+STABILITY: SURFACE MOTION
 GZ1763
 GZ1763  HISTORY     - Date     Condition        Report By
 GZ1763  HISTORY     - 1951     MONUMENTED       CGS
 GZ1763  HISTORY     - 20050825 MARK NOT FOUND   KYTC
 GZ1763
 GZ1763                          STATION DESCRIPTION
 GZ1763
 GZ1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1763'6.4 MI W FROM COBURG.
 GZ1763'ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 55 FROM THE POST
 GZ1763'OFFICE AT COBURG, THENCE ABOUT 5.45 MILES WEST ALONG A GRAVEL
 GZ1763'ROAD, AT A LARGE WHITE CHURCH AND CEMETERY AND JUNCTION OF A
 GZ1763'ROAD NORTH, ABOUT 0.45 MILE EAST OF A JOGGED CROSSROAD AND SMALL
 GZ1763'SETTLEMENT, 55 FEET NORTH OF THE CENTER LINE OF THE ROAD, 19
 GZ1763'FEET EAST OF THE CENTER LINE OF ROAD NORTH, 148 FEET
 GZ1763'EAST-SOUTHEAST AND ACROSS ROAD NORTH FROM THE SOUTHEAST CORNER
 GZ1763'OF THE CHURCH, 36 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF
 GZ1763'A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ1763'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1763'PROJECTING 6 INCHES.  NOTE-- MARK MAY BE REACHED FROM
 GZ1763'GREENSBURG, GREEN COUNTY BY GOING 4.45 MILES SOUTHEAST ALONG
 GZ1763'STATE HIGHWAY 61, THENCE ABOUT 1.75 MILES EAST ALONG A GRAVEL
 GZ1763'ROAD.
 GZ1763
 GZ1763                          STATION RECOVERY (2005)
 GZ1763
 GZ1763'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1433 ***********************************************************************
 GZ1433  DESIGNATION -  E 227
 GZ1433  PID         -  GZ1433
 GZ1433  STATE/COUNTY-  KY/MARION
 GZ1433  USGS QUAD   -  LEBANON WEST (1994)
 GZ1433
 GZ1433                         *CURRENT SURVEY CONTROL
 GZ1433  ___________________________________________________________________
 GZ1433* NAD 83(1993)-  37 36 47.15790(N)    085 17 05.11671(W)     ADJUSTED  
 GZ1433* NAVD 88     -       265.559  (meters)     871.25   (feet)  ADJUSTED  
 GZ1433  ___________________________________________________________________
 GZ1433  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 GZ1433  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 GZ1433  DYNAMIC HT  -         265.351 (meters)     870.57  (feet)  COMP
 GZ1433  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 GZ1433
 GZ1433  HORZ ORDER  -  SECOND
 GZ1433  VERT ORDER  -  SECOND    CLASS 0
 GZ1433
 GZ1433.The horizontal coordinates were established by classical geodetic methods
 GZ1433.and adjusted by the National Geodetic Survey in December 1995..
 GZ1433
 GZ1433.The orthometric height was determined by differential leveling
 GZ1433.and adjusted by the National Geodetic Survey in June 1991..
 GZ1433
 GZ1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1433
 GZ1433.The geoid height was determined by GEOID03.
 GZ1433
 GZ1433.The dynamic height is computed by dividing the NAVD 88
 GZ1433.geopotential number by the normal gravity value computed on the
 GZ1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1433.degrees latitude (g = 980.6199 gals.).
 GZ1433
 GZ1433.The modeled gravity was interpolated from observed gravity values.
 GZ1433
 GZ1433;                    North         East     Units Scale Factor Converg.
 GZ1433;SPC KY1Z     - 1,142,134.087 1,541,073.754   MT  0.99991545   +0 17 08.3
 GZ1433;SPC KY1Z     - 3,747,151.58  5,056,006.14   sFT  0.99991545   +0 17 08.3
 GZ1433;SPC KY S     -   642,123.908   541,075.474   MT  0.99995722   +0 16 55.8
 GZ1433;SPC KY S     - 2,106,701.52  1,775,178.45   sFT  0.99995722   +0 16 55.8
 GZ1433;UTM  16      - 4,164,272.257   651,387.522   MT  0.99988230   +1 02 49.4
 GZ1433
 GZ1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1433!SPC KY1Z     -   0.99996354  x   0.99991545  =   0.99987899
 GZ1433!SPC KY S     -   0.99996354  x   0.99995722  =   0.99992076
 GZ1433!UTM  16      -   0.99996354  x   0.99988230  =   0.99984584
 GZ1433
 GZ1433                          SUPERSEDED SURVEY CONTROL
 GZ1433
 GZ1433  NAD 83(1986)-  37 36 47.16644(N)    085 17 05.12496(W) AD(       ) 2
 GZ1433  NAD 27      -  37 36 46.93900(N)    085 17 05.26900(W) AD(       ) 2
 GZ1433  NGVD 29 (??/??/92)  265.693  (m)          871.69   (f) ADJ UNCH    2 0
 GZ1433
 GZ1433.Superseded values are not recommended for survey control.
 GZ1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1433.See file dsdata.txt to determine how the superseded data were derived.
 GZ1433
 GZ1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5138864272(NAD 83)
 GZ1433_MARKER: DB = BENCH MARK DISK
 GZ1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1433_STAMPING: E 227 1951 871.694
 GZ1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1433+STABILITY: SURFACE MOTION
 GZ1433
 GZ1433  HISTORY     - Date     Condition        Report By
 GZ1433  HISTORY     - 1951     MONUMENTED       CGS
 GZ1433  HISTORY     - 1951     GOOD             CGS
 GZ1433  HISTORY     - 1958     GOOD             NGS
 GZ1433
 GZ1433                          STATION DESCRIPTION
 GZ1433
 GZ1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1433'SEE STATION LEBANPORT.
 GZ1433
 GZ1433                          STATION RECOVERY (1951)
 GZ1433
 GZ1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ1433'3.6 MI NW FROM LEBANON.
 GZ1433'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 55 FROM THE POST OFFICE
 GZ1433'AT LEBANON, THENCE ABOUT 3.05 MILES NORTHWEST ALONG STATE HIGHWAY
 GZ1433'429, AT LEBANON AIRPORT, 26 FEET NORTHEAST OF THE CENTER LINE
 GZ1433'OF HIGHWAY, 8 FEET SOUTHWEST OF THE SOUTH CORNER OF HANGAR AND
 GZ1433'ABOUT 1 FOOT NORTHWEST OF THE EXTENDED SOUTHEAST FACE OF HANGAR,
 GZ1433'32 FEET NORTHWEST OF THE CENTER LINE OF A DRIVE TO AIRPORT, 14
 GZ1433'FEET NORTHWEST OF A TRIANGULAR BLAZED 6-INCH WALNUT TREE IN FENCE
 GZ1433'LINE, 2 FEET NORTHEAST OF FENCE LINE, ABOUT 1 FOOT ABOVE THE
 GZ1433'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1433
 GZ1433                          STATION RECOVERY (1958)
 GZ1433
 GZ1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2076 ***********************************************************************
 GZ2076  DESIGNATION -  E 228
 GZ2076  PID         -  GZ2076
 GZ2076  STATE/COUNTY-  KY/GREEN
 GZ2076  USGS QUAD   -  HUDGINS (1961)
 GZ2076
 GZ2076                         *CURRENT SURVEY CONTROL
 GZ2076  ___________________________________________________________________
 GZ2076* NAD 83(1986)-  37 15 35.     (N)    085 38 24.     (W)     SCALED    
 GZ2076* NAVD 88     -       217.231  (meters)     712.70   (feet)  ADJUSTED  
 GZ2076  ___________________________________________________________________
 GZ2076  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GZ2076  DYNAMIC HT  -         217.064 (meters)     712.15  (feet)  COMP
 GZ2076  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 GZ2076
 GZ2076  VERT ORDER  -  SECOND    CLASS 0
 GZ2076
 GZ2076.The horizontal coordinates were scaled from a topographic map and have
 GZ2076.an estimated accuracy of +/- 6 seconds.
 GZ2076
 GZ2076.The orthometric height was determined by differential leveling
 GZ2076.and adjusted by the National Geodetic Survey in June 1991..
 GZ2076
 GZ2076.The geoid height was determined by GEOID03.
 GZ2076
 GZ2076.The dynamic height is computed by dividing the NAVD 88
 GZ2076.geopotential number by the normal gravity value computed on the
 GZ2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2076.degrees latitude (g = 980.6199 gals.).
 GZ2076
 GZ2076.The modeled gravity was interpolated from observed gravity values.
 GZ2076
 GZ2076;                    North         East    Units  Estimated Accuracy
 GZ2076;SPC KY1Z     - 1,102,820.    1,509,760.      MT  (+/- 180 meters Scaled)
 GZ2076
 GZ2076                          SUPERSEDED SURVEY CONTROL
 GZ2076
 GZ2076  NGVD 29 (??/??/92)  217.370  (m)          713.15   (f) ADJ UNCH    2 0
 GZ2076
 GZ2076.Superseded values are not recommended for survey control.
 GZ2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2076.See file dsdata.txt to determine how the superseded data were derived.
 GZ2076
 GZ2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG205245(NAD 83)
 GZ2076_MARKER: DB = BENCH MARK DISK
 GZ2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2076_STAMPING: E 228 1951
 GZ2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2076+STABILITY: SURFACE MOTION
 GZ2076
 GZ2076  HISTORY     - Date     Condition        Report By
 GZ2076  HISTORY     - 1951     MONUMENTED       CGS
 GZ2076
 GZ2076                          STATION DESCRIPTION
 GZ2076
 GZ2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2076'1.8 MI NW FROM DONANSBURG.
 GZ2076'ABOUT 1.8 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ2076'OFFICE AND INTERSECTION OF STATE HIGHWAY 88 AT DONANSBURG, AT
 GZ2076'THE T JUNCTION OF A NORTHEAST-SOUTHWEST GRAVEL ROAD, AT NEW
 GZ2076'SALEM BAPTIST CHURCH, ABOUT 180 FEET NORTHWEST OF THE CENTER
 GZ2076'LINE OF NORTHEAST-SOUTHWEST ROAD, ABOUT 205 FEET WEST OF THE
 GZ2076'CENTER OF THE JUNCTION, 69 FEET SOUTHWEST OF THE WEST CORNER
 GZ2076'OF BRICK CHURCH BUILDING, 1 1/2 FEET NORTHEAST OF A POWER POLE
 GZ2076'ON LINE TO CHURCH, 46 1/2 FEET NORTHWEST OF THE NORTH ONE OF
 GZ2076'TWO 30-INCH OAK TREES ON SAME BASE, AND SET IN THE TOP OF A
 GZ2076'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2013 ***********************************************************************
 GZ2013  DESIGNATION -  E 229
 GZ2013  PID         -  GZ2013
 GZ2013  STATE/COUNTY-  KY/GREEN
 GZ2013  USGS QUAD   -  CENTER (1985)
 GZ2013
 GZ2013                         *CURRENT SURVEY CONTROL
 GZ2013  ___________________________________________________________________
 GZ2013* NAD 83(1986)-  37 13 33.     (N)    085 39 26.     (W)     SCALED    
 GZ2013* NAVD 88     -       213.671  (meters)     701.02   (feet)  ADJUSTED  
 GZ2013  ___________________________________________________________________
 GZ2013  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GZ2013  DYNAMIC HT  -         213.505 (meters)     700.47  (feet)  COMP
 GZ2013  MODELED GRAV-     979,852.0   (mgal)                       NAVD 88
 GZ2013
 GZ2013  VERT ORDER  -  SECOND    CLASS 0
 GZ2013
 GZ2013.The horizontal coordinates were scaled from a topographic map and have
 GZ2013.an estimated accuracy of +/- 6 seconds.
 GZ2013
 GZ2013.The orthometric height was determined by differential leveling
 GZ2013.and adjusted by the National Geodetic Survey in June 1991..
 GZ2013
 GZ2013.The geoid height was determined by GEOID03.
 GZ2013
 GZ2013.The dynamic height is computed by dividing the NAVD 88
 GZ2013.geopotential number by the normal gravity value computed on the
 GZ2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2013.degrees latitude (g = 980.6199 gals.).
 GZ2013
 GZ2013.The modeled gravity was interpolated from observed gravity values.
 GZ2013
 GZ2013;                    North         East    Units  Estimated Accuracy
 GZ2013;SPC KY1Z     - 1,099,060.    1,508,230.      MT  (+/- 180 meters Scaled)
 GZ2013
 GZ2013                          SUPERSEDED SURVEY CONTROL
 GZ2013
 GZ2013  NGVD 29 (??/??/92)  213.809  (m)          701.47   (f) ADJ UNCH    2 0
 GZ2013
 GZ2013.Superseded values are not recommended for survey control.
 GZ2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2013.See file dsdata.txt to determine how the superseded data were derived.
 GZ2013
 GZ2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG191207(NAD 83)
 GZ2013_MARKER: DB = BENCH MARK DISK
 GZ2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2013_STAMPING: E 229 1951
 GZ2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2013+STABILITY: SURFACE MOTION
 GZ2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2013+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 GZ2013
 GZ2013  HISTORY     - Date     Condition        Report By
 GZ2013  HISTORY     - 1951     MONUMENTED       CGS
 GZ2013  HISTORY     - 20010426 GOOD             KYDT
 GZ2013
 GZ2013                          STATION DESCRIPTION
 GZ2013
 GZ2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2013'1.8 MI W FROM DONANSBURG.
 GZ2013'ABOUT 1.85 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 GZ2013'AND CROSSROADS AT DONANSBURG, ABOUT 0.5 MILE WEST OF A SCHOOL,
 GZ2013'ABOUT 0.45 MILE WEST OF MACEDONIA MISSIONARY CHURCH AND CEMETERY,
 GZ2013'AT A FARM MACHINERY SHED, 37 FEET SOUTH OF CENTER LINE OF
 GZ2013'HIGHWAY, 15 FEET NORTHEAST OF NORTHEAST CORNER OF SHED, 30 FEET
 GZ2013'SOUTHEAST OF THE EAST END OF A 14-INCH PIPE CULVERT UNDER DRIVE
 GZ2013'TO SHED, 9 FEET SOUTH OF A 14-INCH HICKORY TREE, 15 FEET SOUTHWEST
 GZ2013'OF A FENCE CORNER, 1 1/2 FEET NORTHWEST OF A FENCE LINE, ABOUT 1
 GZ2013'FOOT ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ2013'PROJECTING 3 INCHES.
 GZ2013
 GZ2013                          STATION RECOVERY (2001)
 GZ2013
 GZ2013'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2013'MARK IS 1.5 FEET NORTHWEST OF A GATE POST IN FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0921 ***********************************************************************
 GZ0921  DESIGNATION -  E 230
 GZ0921  PID         -  GZ0921
 GZ0921  STATE/COUNTY-  KY/CASEY
 GZ0921  USGS QUAD   -  YOSEMITE (1979)
 GZ0921
 GZ0921                         *CURRENT SURVEY CONTROL
 GZ0921  ___________________________________________________________________
 GZ0921* NAD 83(1986)-  37 20 26.     (N)    084 51 56.     (W)     SCALED    
 GZ0921* NAVD 88     -       286.004  (meters)     938.33   (feet)  ADJUSTED  
 GZ0921  ___________________________________________________________________
 GZ0921  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GZ0921  DYNAMIC HT  -         285.779 (meters)     937.59  (feet)  COMP
 GZ0921  MODELED GRAV-     979,836.5   (mgal)                       NAVD 88
 GZ0921
 GZ0921  VERT ORDER  -  SECOND    CLASS 0
 GZ0921
 GZ0921.The horizontal coordinates were scaled from a topographic map and have
 GZ0921.an estimated accuracy of +/- 6 seconds.
 GZ0921
 GZ0921.The orthometric height was determined by differential leveling
 GZ0921.and adjusted by the National Geodetic Survey in June 1991..
 GZ0921
 GZ0921.The geoid height was determined by GEOID03.
 GZ0921
 GZ0921.The dynamic height is computed by dividing the NAVD 88
 GZ0921.geopotential number by the normal gravity value computed on the
 GZ0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0921.degrees latitude (g = 980.6199 gals.).
 GZ0921
 GZ0921.The modeled gravity was interpolated from observed gravity values.
 GZ0921
 GZ0921;                    North         East    Units  Estimated Accuracy
 GZ0921;SPC KY1Z     - 1,112,160.    1,578,370.      MT  (+/- 180 meters Scaled)
 GZ0921
 GZ0921                          SUPERSEDED SURVEY CONTROL
 GZ0921
 GZ0921  NGVD 29 (??/??/92)  286.144  (m)          938.79   (f) ADJ UNCH    2 0
 GZ0921
 GZ0921.Superseded values are not recommended for survey control.
 GZ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0921.See file dsdata.txt to determine how the superseded data were derived.
 GZ0921
 GZ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG890347(NAD 83)
 GZ0921_MARKER: DB = BENCH MARK DISK
 GZ0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0921_STAMPING: E 230 1951 938.791
 GZ0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0921+STABILITY: SURFACE MOTION
 GZ0921
 GZ0921  HISTORY     - Date     Condition        Report By
 GZ0921  HISTORY     - 1951     MONUMENTED       CGS
 GZ0921  HISTORY     - 1958     GOOD             NGS
 GZ0921
 GZ0921                          STATION DESCRIPTION
 GZ0921
 GZ0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0921'2.4 MI SW FROM YOSEMITE.
 GZ0921'ABOUT 2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 70 FROM THE JUNCTION
 GZ0921'OF STATE HIGHWAY 198 AND POST OFFICE AT YOSEMITE, ABOUT 110 YARDS
 GZ0921'NORTHEAST OF THE JUNCTION OF A GRAVEL ROAD SOUTH, 24 FEET NORTHWEST
 GZ0921'OF THE CENTER LINE OF HIGHWAY, ABOUT 25 YARDS NORTHEAST OF THE TOP
 GZ0921'OF A LONG GRADE, 3 FEET WEST-SOUTHWEST OF A POWER LINE BRANCH
 GZ0921'POLE ON LINE TO FARM HOUSE WITH MANY GABLES, 122 FEET WEST AND
 GZ0921'ACROSS HIGHWAY FROM THE WEST CORNER OF HOUSE, 1 FOOT SOUTHEAST OF
 GZ0921'A WIRE FENCE, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF
 GZ0921'A CONCRETE POST PROJECTING 3 INCHES.
 GZ0921
 GZ0921                          STATION RECOVERY (1958)
 GZ0921
 GZ0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1105 ***********************************************************************
 GZ1105  DESIGNATION -  E 231
 GZ1105  PID         -  GZ1105
 GZ1105  STATE/COUNTY-  KY/PULASKI
 GZ1105  USGS QUAD   -  SOMERSET (1987)
 GZ1105
 GZ1105                         *CURRENT SURVEY CONTROL
 GZ1105  ___________________________________________________________________
 GZ1105* NAD 83(1986)-  37 02 31.     (N)    084 36 20.     (W)     SCALED    
 GZ1105* NAVD 88     -       263.456  (meters)     864.36   (feet)  ADJUSTED  
 GZ1105  ___________________________________________________________________
 GZ1105  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GZ1105  DYNAMIC HT  -         263.251 (meters)     863.68  (feet)  COMP
 GZ1105  MODELED GRAV-     979,844.9   (mgal)                       NAVD 88
 GZ1105
 GZ1105  VERT ORDER  -  SECOND    CLASS 0
 GZ1105
 GZ1105.The horizontal coordinates were scaled from a topographic map and have
 GZ1105.an estimated accuracy of +/- 6 seconds.
 GZ1105
 GZ1105.The orthometric height was determined by differential leveling
 GZ1105.and adjusted by the National Geodetic Survey in June 1991..
 GZ1105
 GZ1105.The geoid height was determined by GEOID03.
 GZ1105
 GZ1105.The dynamic height is computed by dividing the NAVD 88
 GZ1105.geopotential number by the normal gravity value computed on the
 GZ1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1105.degrees latitude (g = 980.6199 gals.).
 GZ1105
 GZ1105.The modeled gravity was interpolated from observed gravity values.
 GZ1105
 GZ1105;                    North         East    Units  Estimated Accuracy
 GZ1105;SPC KY1Z     - 1,079,270.    1,601,810.      MT  (+/- 180 meters Scaled)
 GZ1105
 GZ1105                          SUPERSEDED SURVEY CONTROL
 GZ1105
 GZ1105  NGVD 29 (??/??/92)  263.624  (m)          864.91   (f) ADJ UNCH    2 0
 GZ1105
 GZ1105.Superseded values are not recommended for survey control.
 GZ1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1105.See file dsdata.txt to determine how the superseded data were derived.
 GZ1105
 GZ1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG129022(NAD 83)
 GZ1105_MARKER: DB = BENCH MARK DISK
 GZ1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1105_STAMPING: E 231 1951 864.906
 GZ1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1105+STABILITY: SURFACE MOTION
 GZ1105
 GZ1105  HISTORY     - Date     Condition        Report By
 GZ1105  HISTORY     - 1951     MONUMENTED       CGS
 GZ1105  HISTORY     - 1958     GOOD             NGS
 GZ1105  HISTORY     - 1983     GOOD             KYDT
 GZ1105
 GZ1105                          STATION DESCRIPTION
 GZ1105
 GZ1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1105'0.9 MI W FROM ELIHU.
 GZ1105'ABOUT 0.9 MILE WEST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 GZ1105'SOUTHERN RAILWAY AND POST OFFICE AT ELIHU, ABOUT 0.25 MILE WEST
 GZ1105'OF THE JUNCTION OF A ROAD SOUTH, 19 FEET SOUTH OF THE CENTER
 GZ1105'LINE OF THE ROAD, 99 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 GZ1105'OF A 1-STORY WHITE FRAME HOUSE, 16 FEET EAST OF A POWER POLE
 GZ1105'AND A FENCE CORNER, 5 1/2 FEET SOUTH OF THE EAST END OF A 14-INCH
 GZ1105'PIPE CULVERT UNDER AN ABANDONED DRIVE SOUTH, 1 FOOT NORTH OF A
 GZ1105'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ1105'2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1105'PROJECTING 2 INCHES.
 GZ1105
 GZ1105                          STATION RECOVERY (1958)
 GZ1105
 GZ1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1105'RECOVERED IN GOOD CONDITION.
 GZ1105
 GZ1105                          STATION RECOVERY (1983)
 GZ1105
 GZ1105'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1243 ***********************************************************************
 GB1243  DESIGNATION -  E 232
 GB1243  PID         -  GB1243
 GB1243  STATE/COUNTY-  KY/WAYNE
 GB1243  USGS QUAD   -  FRAZER (1982)
 GB1243
 GB1243                         *CURRENT SURVEY CONTROL
 GB1243  ___________________________________________________________________
 GB1243* NAD 83(1986)-  36 54 02.     (N)    084 39 20.     (W)     SCALED    
 GB1243* NAVD 88     -       325.288  (meters)    1067.22   (feet)  ADJUSTED  
 GB1243  ___________________________________________________________________
 GB1243  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB1243  DYNAMIC HT  -         325.033 (meters)    1066.38  (feet)  COMP
 GB1243  MODELED GRAV-     979,837.0   (mgal)                       NAVD 88
 GB1243
 GB1243  VERT ORDER  -  SECOND    CLASS 0
 GB1243
 GB1243.The horizontal coordinates were scaled from a topographic map and have
 GB1243.an estimated accuracy of +/- 6 seconds.
 GB1243
 GB1243.The orthometric height was determined by differential leveling
 GB1243.and adjusted by the National Geodetic Survey in June 1991..
 GB1243
 GB1243.The geoid height was determined by GEOID03.
 GB1243
 GB1243.The dynamic height is computed by dividing the NAVD 88
 GB1243.geopotential number by the normal gravity value computed on the
 GB1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1243.degrees latitude (g = 980.6199 gals.).
 GB1243
 GB1243.The modeled gravity was interpolated from observed gravity values.
 GB1243
 GB1243;                    North         East    Units  Estimated Accuracy
 GB1243;SPC KY1Z     - 1,063,530.    1,597,550.      MT  (+/- 180 meters Scaled)
 GB1243
 GB1243                          SUPERSEDED SURVEY CONTROL
 GB1243
 GB1243  NGVD 29 (??/??/92)  325.449  (m)         1067.74   (f) ADJ UNCH    2 0
 GB1243
 GB1243.Superseded values are not recommended for survey control.
 GB1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1243.See file dsdata.txt to determine how the superseded data were derived.
 GB1243
 GB1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF088864(NAD 83)
 GB1243_MARKER: DB = BENCH MARK DISK
 GB1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1243_STAMPING: E 232 1951 1067.744
 GB1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1243+STABILITY: SURFACE MOTION
 GB1243
 GB1243  HISTORY     - Date     Condition        Report By
 GB1243  HISTORY     - 1951     MONUMENTED       CGS
 GB1243  HISTORY     - 1957     GOOD             NGS
 GB1243
 GB1243                          STATION DESCRIPTION
 GB1243
 GB1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1243'1 MI S FROM KIDDER.
 GB1243'ABOUT 1.0 MILE SOUTH ALONG A ROUGH ROCKY ROAD FROM THE POST
 GB1243'OFFICE AT KIDDER, NEAR THE CREST OF A RIDGE AND AT A DRIVE
 GB1243'WEST TO A HOUSE, 23 FEET WEST OF CENTER LINE OF ROAD, 15 FEET
 GB1243'NORTH OF CENTER OF GATE ACROSS DRIVE TO HOUSE, 8 FEET NORTH
 GB1243'OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, 1 1/2 FEET
 GB1243'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 GB1243'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GB1243'INCHES.
 GB1243
 GB1243                          STATION RECOVERY (1957)
 GB1243
 GB1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1130 ***********************************************************************
 GB1130  DESIGNATION -  E 233
 GB1130  PID         -  GB1130
 GB1130  STATE/COUNTY-  KY/WAYNE
 GB1130  USGS QUAD   -  MONTICELLO (1977)
 GB1130
 GB1130                         *CURRENT SURVEY CONTROL
 GB1130  ___________________________________________________________________
 GB1130* NAD 83(1986)-  36 49 55.     (N)    084 45 15.     (W)     SCALED    
 GB1130* NAVD 88     -       268.424  (meters)     880.65   (feet)  ADJUSTED  
 GB1130  ___________________________________________________________________
 GB1130  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB1130  DYNAMIC HT  -         268.206 (meters)     879.94  (feet)  COMP
 GB1130  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 GB1130
 GB1130  VERT ORDER  -  SECOND    CLASS 0
 GB1130
 GB1130.The horizontal coordinates were scaled from a topographic map and have
 GB1130.an estimated accuracy of +/- 6 seconds.
 GB1130
 GB1130.The orthometric height was determined by differential leveling
 GB1130.and adjusted by the National Geodetic Survey in June 1991..
 GB1130
 GB1130.The geoid height was determined by GEOID03.
 GB1130
 GB1130.The dynamic height is computed by dividing the NAVD 88
 GB1130.geopotential number by the normal gravity value computed on the
 GB1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1130.degrees latitude (g = 980.6199 gals.).
 GB1130
 GB1130.The modeled gravity was interpolated from observed gravity values.
 GB1130
 GB1130;                    North         East    Units  Estimated Accuracy
 GB1130;SPC KY1Z     - 1,055,810.    1,588,840.      MT  (+/- 180 meters Scaled)
 GB1130
 GB1130                          SUPERSEDED SURVEY CONTROL
 GB1130
 GB1130  NGVD 29 (??/??/92)  268.570  (m)          881.13   (f) ADJ UNCH    2 0
 GB1130
 GB1130.Superseded values are not recommended for survey control.
 GB1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1130.See file dsdata.txt to determine how the superseded data were derived.
 GB1130
 GB1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF002785(NAD 83)
 GB1130_MARKER: DB = BENCH MARK DISK
 GB1130_SETTING: 66 = SET IN ROCK OUTCROP
 GB1130_SP_SET: ROCK OUTCROP
 GB1130_STAMPING: E 233 1951 881.133
 GB1130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1130+STABILITY: POSITION/ELEVATION WELL
 GB1130
 GB1130  HISTORY     - Date     Condition        Report By
 GB1130  HISTORY     - 1951     MONUMENTED       CGS
 GB1130  HISTORY     - 1957     GOOD             NGS
 GB1130
 GB1130                          STATION DESCRIPTION
 GB1130
 GB1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1130'2.4 MI SE FROM SPANN.
 GB1130'ABOUT 0.45 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GB1130'SPANN, THENCE ABOUT 2.0 MILES SOUTHEAST ALONG A DIRT ROAD, ABOUT
 GB1130'0.45 MILE SOUTHEAST OF THE JUNCTION OF A ROAD SOUTH, ABOUT 0.2
 GB1130'MILE SOUTHEAST OF RESIDENCE OF G.D. GOAD, SET IN THE TOP OF AN
 GB1130'OUTCROP OF LIMESTONE ABOUT 6 BY 8 FEET, 26 FEET SOUTH AND ACROSS
 GB1130'A SMALL STREAM FROM THE CENTER LINE OF ROAD, 10 FEET SOUTH OF
 GB1130'CENTER OF SMALL STREAM, 15 FEET EAST OF A TRIANGULAR BLAZED 28-INCH
 GB1130'ELM TREE, 13 1/2 FEET NORTHWEST OF A TRIANGULAR BLAZED 28-INCH
 GB1130'IRREGULAR BODIED BEECH TREE, AND ABOUT 3 1/2 FEET ABOVE THE ROAD.
 GB1130'NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT GREGORY BY
 GB1130'GOING ABOUT 1.75 MILES WEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.55
 GB1130'MILES NORTHWEST ALONG A DIRT ROAD.
 GB1130
 GB1130                          STATION RECOVERY (1957)
 GB1130
 GB1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1182 ***********************************************************************
 GB1182  DESIGNATION -  E 234
 GB1182  PID         -  GB1182
 GB1182  STATE/COUNTY-  KY/WAYNE
 GB1182  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1182
 GB1182                         *CURRENT SURVEY CONTROL
 GB1182  ___________________________________________________________________
 GB1182* NAD 83(1986)-  36 43 02.     (N)    084 50 24.     (W)     SCALED    
 GB1182* NAVD 88     -       299.703  (meters)     983.28   (feet)  ADJUSTED  
 GB1182  ___________________________________________________________________
 GB1182  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 GB1182  DYNAMIC HT  -         299.456 (meters)     982.47  (feet)  COMP
 GB1182  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GB1182
 GB1182  VERT ORDER  -  SECOND    CLASS 0
 GB1182
 GB1182.The horizontal coordinates were scaled from a topographic map and have
 GB1182.an estimated accuracy of +/- 6 seconds.
 GB1182
 GB1182.The orthometric height was determined by differential leveling
 GB1182.and adjusted by the National Geodetic Survey in June 1991..
 GB1182
 GB1182.The geoid height was determined by GEOID03.
 GB1182
 GB1182.The dynamic height is computed by dividing the NAVD 88
 GB1182.geopotential number by the normal gravity value computed on the
 GB1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1182.degrees latitude (g = 980.6199 gals.).
 GB1182
 GB1182.The modeled gravity was interpolated from observed gravity values.
 GB1182
 GB1182;                    North         East    Units  Estimated Accuracy
 GB1182;SPC KY1Z     - 1,043,000.    1,581,310.      MT  (+/- 180 meters Scaled)
 GB1182
 GB1182                          SUPERSEDED SURVEY CONTROL
 GB1182
 GB1182  NGVD 29 (??/??/92)  299.841  (m)          983.73   (f) ADJ UNCH    2 0
 GB1182
 GB1182.Superseded values are not recommended for survey control.
 GB1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1182.See file dsdata.txt to determine how the superseded data were derived.
 GB1182
 GB1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF929656(NAD 83)
 GB1182_MARKER: DB = BENCH MARK DISK
 GB1182_SETTING: 66 = SET IN ROCK OUTCROP
 GB1182_SP_SET: ROCK LEDGE
 GB1182_STAMPING: E 234 1951 983.728
 GB1182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1182+STABILITY: POSITION/ELEVATION WELL
 GB1182
 GB1182  HISTORY     - Date     Condition        Report By
 GB1182  HISTORY     - 1951     MONUMENTED       CGS
 GB1182  HISTORY     - 1957     POOR             NGS
 GB1182
 GB1182                          STATION DESCRIPTION
 GB1182
 GB1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB1182'3.7 MI S FROM SUMPTER.
 GB1182'3.7 MILES SOUTH ALONG A NEW GRAVEL ROAD FROM THE SCHOOL AND ROAD
 GB1182'JUNCTION AT SUMPTER, 1.3 MILE SOUTH OF THE JUNCTION OF DIRT ROAD
 GB1182'SOUTHEAST TO NEW HOPE CHURCH, ABOUT 125 YARDS EAST THUR OLD FARM
 GB1182'YARD AND RUINS OF HOUSE AND ACROSS OLD ROAD AND BRANCH, 26 FEET
 GB1182'FEET OF CENTER OF ROAD AND BRANCH, 183 FEET EAST OF THE HOUSE
 GB1182'RUINS AND ACROSS ROAD AND BRANCH, SET IN THE TOP OF A LIMESTONE
 GB1182'LEDGE ABOUT 4 BY 15 FEET, AND ABOUT 5.5 FEET ABOVE OLD ROAD AND
 GB1182'BRANCH, AND ABOUT 15 FEET ABOVE GRAVEL ROAD.  NOTE-- MUTILATED
 GB1182'BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1068 ***********************************************************************
 GB1068  DESIGNATION -  E 235
 GB1068  PID         -  GB1068
 GB1068  STATE/COUNTY-  KY/WAYNE
 GB1068  USGS QUAD   -  BELL FARM (1982)
 GB1068
 GB1068                         *CURRENT SURVEY CONTROL
 GB1068  ___________________________________________________________________
 GB1068* NAD 83(1986)-  36 44 14.     (N)    084 43 54.     (W)     SCALED    
 GB1068* NAVD 88     -       309.409  (meters)    1015.12   (feet)  ADJUSTED  
 GB1068  ___________________________________________________________________
 GB1068  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB1068  DYNAMIC HT  -         309.160 (meters)    1014.30  (feet)  COMP
 GB1068  MODELED GRAV-     979,817.0   (mgal)                       NAVD 88
 GB1068
 GB1068  VERT ORDER  -  SECOND    CLASS 0
 GB1068
 GB1068.The horizontal coordinates were scaled from a topographic map and have
 GB1068.an estimated accuracy of +/- 6 seconds.
 GB1068
 GB1068.The orthometric height was determined by differential leveling
 GB1068.and adjusted by the National Geodetic Survey in June 1991..
 GB1068
 GB1068.The geoid height was determined by GEOID03.
 GB1068
 GB1068.The dynamic height is computed by dividing the NAVD 88
 GB1068.geopotential number by the normal gravity value computed on the
 GB1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1068.degrees latitude (g = 980.6199 gals.).
 GB1068
 GB1068.The modeled gravity was interpolated from observed gravity values.
 GB1068
 GB1068;                    North         East    Units  Estimated Accuracy
 GB1068;SPC KY1Z     - 1,045,320.    1,590,960.      MT  (+/- 180 meters Scaled)
 GB1068
 GB1068                          SUPERSEDED SURVEY CONTROL
 GB1068
 GB1068  NGVD 29 (??/??/92)  309.553  (m)         1015.59   (f) ADJ UNCH    2 0
 GB1068
 GB1068.Superseded values are not recommended for survey control.
 GB1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1068.See file dsdata.txt to determine how the superseded data were derived.
 GB1068
 GB1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF025681(NAD 83)
 GB1068_MARKER: DB = BENCH MARK DISK
 GB1068_SETTING: 66 = SET IN ROCK OUTCROP
 GB1068_SP_SET: ROCK OUTCROP
 GB1068_STAMPING: E 235 1951 1015.592
 GB1068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1068+STABILITY: POSITION/ELEVATION WELL
 GB1068
 GB1068  HISTORY     - Date     Condition        Report By
 GB1068  HISTORY     - 1951     MONUMENTED       CGS
 GB1068  HISTORY     - 1957     POOR             NGS
 GB1068
 GB1068                          STATION DESCRIPTION
 GB1068
 GB1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1068'0.4 MI N FROM ROCKYBRANCH.
 GB1068'ABOUT 0.35 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1068'AT ROCKYBRANCH, ABOUT 1.15 MILES SOUTH OF JUNCTION OF STATE HIGHWAY
 GB1068'92, ABOUT 0.45 MILE SOUTH OF A ROAD EAST, AT DIM ROAD WEST, IN THE
 GB1068'TOP OF AN OUTCROP OF LIMESTONE 21 FEET NORTHWEST OF CENTER LINE
 GB1068'OF ROAD, 80 FEET WEST OF CENTER OF JUNCTION, 63 1/2 FEET
 GB1068'WEST-NORTHWEST AND ACROSS ROAD FROM A POWER POLE, 39 FEET SOUTH
 GB1068'OF CENTER LINE OF DIM ROAD WEST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD
 GB1068'AND SET IN A DRILL HOLE.  NOTE-- MARK MAY BE REACHED FROM THE
 GB1068'POST OFFICE AT COOPERSVILLE BY GOING ABOUT 1.35 MILES SOUTHEAST
 GB1068'ALONG STATE HIGHWAY 92, THENCE ABOUT 1.15 MILES SOUTH ALONG A GRAVEL
 GB1068'ROAD.
 GB1068
 GB1068                          STATION RECOVERY (1957)
 GB1068
 GB1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1068'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0890 ***********************************************************************
 GZ0890  DESIGNATION -  E 236
 GZ0890  PID         -  GZ0890
 GZ0890  STATE/COUNTY-  KY/CASEY
 GZ0890  USGS QUAD   -  YOSEMITE (1979)
 GZ0890
 GZ0890                         *CURRENT SURVEY CONTROL
 GZ0890  ___________________________________________________________________
 GZ0890* NAD 83(1986)-  37 22 15.     (N)    084 49 31.     (W)     SCALED    
 GZ0890* NAVD 88     -       294.363  (meters)     965.76   (feet)  ADJUSTED  
 GZ0890  ___________________________________________________________________
 GZ0890  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GZ0890  DYNAMIC HT  -         294.132 (meters)     965.00  (feet)  COMP
 GZ0890  MODELED GRAV-     979,839.1   (mgal)                       NAVD 88
 GZ0890
 GZ0890  VERT ORDER  -  SECOND    CLASS 0
 GZ0890
 GZ0890.The horizontal coordinates were scaled from a topographic map and have
 GZ0890.an estimated accuracy of +/- 6 seconds.
 GZ0890
 GZ0890.The orthometric height was determined by differential leveling
 GZ0890.and adjusted by the National Geodetic Survey in June 1991..
 GZ0890
 GZ0890.The geoid height was determined by GEOID03.
 GZ0890
 GZ0890.The dynamic height is computed by dividing the NAVD 88
 GZ0890.geopotential number by the normal gravity value computed on the
 GZ0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0890.degrees latitude (g = 980.6199 gals.).
 GZ0890
 GZ0890.The modeled gravity was interpolated from observed gravity values.
 GZ0890
 GZ0890;                    North         East    Units  Estimated Accuracy
 GZ0890;SPC KY1Z     - 1,115,550.    1,581,900.      MT  (+/- 180 meters Scaled)
 GZ0890
 GZ0890                          SUPERSEDED SURVEY CONTROL
 GZ0890
 GZ0890  NGVD 29 (??/??/92)  294.502  (m)          966.21   (f) ADJ UNCH    2 0
 GZ0890
 GZ0890.Superseded values are not recommended for survey control.
 GZ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0890.See file dsdata.txt to determine how the superseded data were derived.
 GZ0890
 GZ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG925382(NAD 83)
 GZ0890_MARKER: DB = BENCH MARK DISK
 GZ0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0890_STAMPING: E 236 1951 966.212
 GZ0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0890+STABILITY: SURFACE MOTION
 GZ0890
 GZ0890  HISTORY     - Date     Condition        Report By
 GZ0890  HISTORY     - 1951     MONUMENTED       CGS
 GZ0890  HISTORY     - 1958     GOOD             NGS
 GZ0890
 GZ0890                          STATION DESCRIPTION
 GZ0890
 GZ0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0890'1 MI N FROM MIDDLEBURG.
 GZ0890'ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 198 FROM THE
 GZ0890'POST OFFICE AT MIDDLEBURG, THENCE ABOUT 0.5 MILE NORTHWEST ALONG
 GZ0890'A ROUGH DIRT ROAD, 18 FEET WEST OF THE CENTER LINE OF ROAD, ABOUT
 GZ0890'0.1 MILE NORTHWEST OF A BARN, ABOUT 70 YARDS NORTH OF BOTTOM OF
 GZ0890'GRADE AND GATES IN FENCE LINE ON BOTH SIDES OF ROAD, 1 FOOT EAST
 GZ0890'OF A FENCE LINE, 17 FEET EAST OF A 28-INCH OAK TREE, 2 FEET
 GZ0890'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 GZ0890'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0890
 GZ0890                          STATION RECOVERY (1958)
 GZ0890
 GZ0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1631 ***********************************************************************
 GZ1631  DESIGNATION -  E 237
 GZ1631  PID         -  GZ1631
 GZ1631  STATE/COUNTY-  KY/CASEY
 GZ1631  USGS QUAD   -  CLEMENTSVILLE (1987)
 GZ1631
 GZ1631                         *CURRENT SURVEY CONTROL
 GZ1631  ___________________________________________________________________
 GZ1631* NAD 83(1986)-  37 19 04.     (N)    085 06 25.     (W)     SCALED    
 GZ1631* NAVD 88     -       313.680  (meters)    1029.13   (feet)  ADJUSTED  
 GZ1631  ___________________________________________________________________
 GZ1631  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GZ1631  DYNAMIC HT  -         313.430 (meters)    1028.31  (feet)  COMP
 GZ1631  MODELED GRAV-     979,824.5   (mgal)                       NAVD 88
 GZ1631
 GZ1631  VERT ORDER  -  SECOND    CLASS 0
 GZ1631
 GZ1631.The horizontal coordinates were scaled from a topographic map and have
 GZ1631.an estimated accuracy of +/- 6 seconds.
 GZ1631
 GZ1631.The orthometric height was determined by differential leveling
 GZ1631.and adjusted by the National Geodetic Survey in June 1991..
 GZ1631
 GZ1631.The geoid height was determined by GEOID03.
 GZ1631
 GZ1631.The dynamic height is computed by dividing the NAVD 88
 GZ1631.geopotential number by the normal gravity value computed on the
 GZ1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1631.degrees latitude (g = 980.6199 gals.).
 GZ1631
 GZ1631.The modeled gravity was interpolated from observed gravity values.
 GZ1631
 GZ1631;                    North         East    Units  Estimated Accuracy
 GZ1631;SPC KY1Z     - 1,109,450.    1,557,000.      MT  (+/- 180 meters Scaled)
 GZ1631
 GZ1631                          SUPERSEDED SURVEY CONTROL
 GZ1631
 GZ1631  NGVD 29 (??/??/92)  313.818  (m)         1029.58   (f) ADJ UNCH    2 0
 GZ1631
 GZ1631.Superseded values are not recommended for survey control.
 GZ1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1631.See file dsdata.txt to determine how the superseded data were derived.
 GZ1631
 GZ1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG677318(NAD 83)
 GZ1631_MARKER: DB = BENCH MARK DISK
 GZ1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1631_STAMPING: E 237 1951 1029.585
 GZ1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1631+STABILITY: SURFACE MOTION
 GZ1631
 GZ1631  HISTORY     - Date     Condition        Report By
 GZ1631  HISTORY     - 1951     MONUMENTED       CGS
 GZ1631  HISTORY     - 1958     GOOD             NGS
 GZ1631
 GZ1631                          STATION DESCRIPTION
 GZ1631
 GZ1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1631'2.6 MI NW FROM CLEMENTSVILLE.
 GZ1631'ABOUT 1.9 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST
 GZ1631'OFFICE AT CLEMENTSVILLE, THENCE ABOUT 0.7 MILE NORTHEAST ALONG A
 GZ1631'GRAVEL ROAD, ABOUT 0.15 MILE NORTHEAST OF THE JUNCTION OF A
 GZ1631'ROAD SOUTHEAST, ABOUT 0.25 MILE SOUTHWEST OF THE JUNCTION OF A
 GZ1631'ROAD EAST, ABOUT 135 YARDS SOUTHWEST OF THE TOP OF A GRADE,
 GZ1631'ABOUT 68 YARDS NORTHEAST OF THE JUNCTION OF A DRIVE NORTHWEST
 GZ1631'AND DOWNHILL TO A LARGE WHITE HOUSE, 20 FEET SOUTHEAST OF THE
 GZ1631'CENTER LINE OF ROAD, 1 FOOT NORTHWEST OF A FENCE LINE, 8 FEET
 GZ1631'SOUTHWEST OF A 12-INCH CEDAR TREE IN A FENCE CORNER, 2 FEET
 GZ1631'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GZ1631'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1631
 GZ1631                          STATION RECOVERY (1958)
 GZ1631
 GZ1631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1717 ***********************************************************************
 GZ1717  DESIGNATION -  E 238
 GZ1717  PID         -  GZ1717
 GZ1717  STATE/COUNTY-  KY/ADAIR
 GZ1717  USGS QUAD   -  DUNNVILLE (1970)
 GZ1717
 GZ1717                         *CURRENT SURVEY CONTROL
 GZ1717  ___________________________________________________________________
 GZ1717* NAD 83(1986)-  37 09 23.     (N)    085 06 46.     (W)     SCALED    
 GZ1717* NAVD 88     -       311.286  (meters)    1021.28   (feet)  ADJUSTED  
 GZ1717  ___________________________________________________________________
 GZ1717  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GZ1717  DYNAMIC HT  -         311.035 (meters)    1020.45  (feet)  COMP
 GZ1717  MODELED GRAV-     979,816.8   (mgal)                       NAVD 88
 GZ1717
 GZ1717  VERT ORDER  -  SECOND    CLASS 0
 GZ1717
 GZ1717.The horizontal coordinates were scaled from a topographic map and have
 GZ1717.an estimated accuracy of +/- 6 seconds.
 GZ1717
 GZ1717.The orthometric height was determined by differential leveling
 GZ1717.and adjusted by the National Geodetic Survey in June 1991..
 GZ1717
 GZ1717.The geoid height was determined by GEOID03.
 GZ1717
 GZ1717.The dynamic height is computed by dividing the NAVD 88
 GZ1717.geopotential number by the normal gravity value computed on the
 GZ1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1717.degrees latitude (g = 980.6199 gals.).
 GZ1717
 GZ1717.The modeled gravity was interpolated from observed gravity values.
 GZ1717
 GZ1717;                    North         East    Units  Estimated Accuracy
 GZ1717;SPC KY1Z     - 1,091,540.    1,556,600.      MT  (+/- 180 meters Scaled)
 GZ1717
 GZ1717                          SUPERSEDED SURVEY CONTROL
 GZ1717
 GZ1717  NGVD 29 (??/??/92)  311.430  (m)         1021.75   (f) ADJ UNCH    2 0
 GZ1717
 GZ1717.Superseded values are not recommended for survey control.
 GZ1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1717.See file dsdata.txt to determine how the superseded data were derived.
 GZ1717
 GZ1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG675138(NAD 83)
 GZ1717_MARKER: DB = BENCH MARK DISK
 GZ1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1717_STAMPING: E 238 1951 1021.750
 GZ1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1717+STABILITY: SURFACE MOTION
 GZ1717
 GZ1717  HISTORY     - Date     Condition        Report By
 GZ1717  HISTORY     - 1951     MONUMENTED       CGS
 GZ1717  HISTORY     - 1958     GOOD             NGS
 GZ1717
 GZ1717                          STATION DESCRIPTION
 GZ1717
 GZ1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1717'0.8 MI NW FROM MILLERFIELD.
 GZ1717'ABOUT 0.85 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE CHURCH
 GZ1717'AND SCHOOL AT MILLERFIELD, ABOUT 0.15 MILE SOUTHEAST OF THE
 GZ1717'JUNCTION OF A DIM ROAD NORTH, 45 FEET SOUTHWEST OF THE CENTER
 GZ1717'LINE OF ROAD, 3 1/2 FEET NORTHEAST OF THE FIRST POWER POLE
 GZ1717'NORTHWEST OF A HOUSE WITH RED BRICK SIDING, 1 FOOT NORTHWEST
 GZ1717'OF A PROPERTY FENCE LINE, 32 FEET SOUTHWEST OF A FENCE CORNER,
 GZ1717'ABOUT 40 YARDS NORTH OF THE TOP OF A GRADE, ABOUT 1 FOOT BELOW
 GZ1717'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GZ1717'INCHES.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT
 GZ1717'ELLA BY GOING ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 206,
 GZ1717'THENCE ABOUT 1.1 MILES SOUTHEAST ALONG A GRAVEL ROAD.  THE MARK
 GZ1717'IS ALSO 5 FEET NORTHWEST OF A NEW POWER POLE.
 GZ1717
 GZ1717                          STATION RECOVERY (1958)
 GZ1717
 GZ1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1493 ***********************************************************************
 GB1493  DESIGNATION -  E 239
 GB1493  PID         -  GB1493
 GB1493  STATE/COUNTY-  KY/RUSSELL
 GB1493  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1493
 GB1493                         *CURRENT SURVEY CONTROL
 GB1493  ___________________________________________________________________
 GB1493* NAD 83(1986)-  36 52 09.     (N)    085 08 45.     (W)     SCALED    
 GB1493* NAVD 88     -       235.538  (meters)     772.76   (feet)  ADJUSTED  
 GB1493  ___________________________________________________________________
 GB1493  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GB1493  DYNAMIC HT  -         235.342 (meters)     772.12  (feet)  COMP
 GB1493  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 GB1493
 GB1493  VERT ORDER  -  SECOND    CLASS 0
 GB1493
 GB1493.The horizontal coordinates were scaled from a topographic map and have
 GB1493.an estimated accuracy of +/- 6 seconds.
 GB1493
 GB1493.The orthometric height was determined by differential leveling
 GB1493.and adjusted by the National Geodetic Survey in June 1991..
 GB1493
 GB1493.The geoid height was determined by GEOID03.
 GB1493
 GB1493.The dynamic height is computed by dividing the NAVD 88
 GB1493.geopotential number by the normal gravity value computed on the
 GB1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1493.degrees latitude (g = 980.6199 gals.).
 GB1493
 GB1493.The modeled gravity was interpolated from observed gravity values.
 GB1493
 GB1493;                    North         East    Units  Estimated Accuracy
 GB1493;SPC KY1Z     - 1,059,650.    1,553,870.      MT  (+/- 180 meters Scaled)
 GB1493
 GB1493                          SUPERSEDED SURVEY CONTROL
 GB1493
 GB1493  NGVD 29 (??/??/92)  235.678  (m)          773.22   (f) ADJ UNCH    2 0
 GB1493
 GB1493.Superseded values are not recommended for survey control.
 GB1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1493.See file dsdata.txt to determine how the superseded data were derived.
 GB1493
 GB1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF652819(NAD 83)
 GB1493_MARKER: DD = SURVEY DISK
 GB1493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1493_SP_SET: SIDEWALK
 GB1493_STAMPING: E 239 1951 773.640
 GB1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1493+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1493
 GB1493  HISTORY     - Date     Condition        Report By
 GB1493  HISTORY     - UNK      MONUMENTED       DOD
 GB1493  HISTORY     - 1951     GOOD             NGS
 GB1493  HISTORY     - 1958     GOOD             NGS
 GB1493  HISTORY     - 20040309 GOOD             KYDT
 GB1493
 GB1493                          STATION DESCRIPTION
 GB1493
 GB1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1493'2.6 MI SW FROM ROWENA.
 GB1493'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST
 GB1493'OFFICE AT ROWENA, IN THE TOP OF THE CONCRETE SIDE WALK OF
 GB1493'CONCRETE PORTION OF WOLF CREEK DAM OVER CUMBERLAND RIVER, ABOUT
 GB1493'0.3 MILE NORTHEAST OF SOUTHWEST END OF DAM, ABOUT 150 YARDS
 GB1493'SOUTHWEST OF NORTHEAST END OF CONCRETE PORTION OF DAM, 0.4
 GB1493'FOOT SOUTHWEST OF THE EXTENDED NORTHEAST WALL OF CONCRETE
 GB1493'BUILDING HOUSING ELEVATOR CONTROL, 0.8 FOOT EAST OF A CORNER IN
 GB1493'CONCRETE BANISTER AND LEVEL WITH SIDE WALK.  NOTE-- FOUND
 GB1493'UNSTAMPED AND ASSIGNED OUR NEXT DESIGNATION.  NOTE-- THE
 GB1493'ELEVATION 773.640 WAS FOUND STAMPED ON THE DISK AND IT WAS NOT
 GB1493'CHANGED TO THE C AND GS ELEVATION OF 773.220 FEET.
 GB1493
 GB1493                          STATION RECOVERY (1958)
 GB1493
 GB1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1493'RECOVERED IN GOOD CONDITION.
 GB1493
 GB1493                          STATION RECOVERY (2004)
 GB1493
 GB1493'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1493'MARK IS 14.65 FEET NORTHWEST OF CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1828 ***********************************************************************
 GZ1828  DESIGNATION -  E 240
 GZ1828  PID         -  GZ1828
 GZ1828  STATE/COUNTY-  KY/RUSSELL
 GZ1828  USGS QUAD   -  MONTPELIER (1976)
 GZ1828
 GZ1828                         *CURRENT SURVEY CONTROL
 GZ1828  ___________________________________________________________________
 GZ1828* NAD 83(1986)-  37 00 34.     (N)    085 08 30.     (W)     SCALED    
 GZ1828* NAVD 88     -       269.528  (meters)     884.28   (feet)  ADJUSTED  
 GZ1828  ___________________________________________________________________
 GZ1828  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GZ1828  DYNAMIC HT  -         269.306 (meters)     883.55  (feet)  COMP
 GZ1828  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 GZ1828
 GZ1828  VERT ORDER  -  SECOND    CLASS 0
 GZ1828
 GZ1828.The horizontal coordinates were scaled from a topographic map and have
 GZ1828.an estimated accuracy of +/- 6 seconds.
 GZ1828
 GZ1828.The orthometric height was determined by differential leveling
 GZ1828.and adjusted by the National Geodetic Survey in June 1991..
 GZ1828
 GZ1828.The geoid height was determined by GEOID03.
 GZ1828
 GZ1828.The dynamic height is computed by dividing the NAVD 88
 GZ1828.geopotential number by the normal gravity value computed on the
 GZ1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1828.degrees latitude (g = 980.6199 gals.).
 GZ1828
 GZ1828.The modeled gravity was interpolated from observed gravity values.
 GZ1828
 GZ1828;                    North         East    Units  Estimated Accuracy
 GZ1828;SPC KY1Z     - 1,075,220.    1,554,140.      MT  (+/- 180 meters Scaled)
 GZ1828
 GZ1828                          SUPERSEDED SURVEY CONTROL
 GZ1828
 GZ1828  NGVD 29 (??/??/92)  269.673  (m)          884.75   (f) ADJ UNCH    2 0
 GZ1828
 GZ1828.Superseded values are not recommended for survey control.
 GZ1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1828.See file dsdata.txt to determine how the superseded data were derived.
 GZ1828
 GZ1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF653975(NAD 83)
 GZ1828_MARKER: DB = BENCH MARK DISK
 GZ1828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1828_SP_SET: CULVERT
 GZ1828_STAMPING: E 240 1951 884.752
 GZ1828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1828+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 GZ1828
 GZ1828  HISTORY     - Date     Condition        Report By
 GZ1828  HISTORY     - 1951     MONUMENTED       CGS
 GZ1828  HISTORY     - 1958     GOOD             NGS
 GZ1828  HISTORY     - 20050823 GOOD             KYTC
 GZ1828
 GZ1828                          STATION DESCRIPTION
 GZ1828
 GZ1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1828'4.9 MI W FROM JAMESTOWN.
 GZ1828'ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 35 FROM THE COURT
 GZ1828'HOUSE SQUARE AT JAMESTOWN, THENCE ABOUT 3.5 MILES WEST ALONG A
 GZ1828'GRAVEL ROAD, THENCE ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 92,
 GZ1828'ABOUT 0.9 MILE WEST OF  INTERSECTION OF STATE HIGHWAY 379, ABOUT
 GZ1828'2.5 MILES EAST ALONG HIGHWAY 92 FROM THE POST OFFICE AND ROAD
 GZ1828'JUNCTION AT MONTPELIER, ADAIR COUNTY, ABOUT 0.45 MILE WEST OF
 GZ1828'MT. PLEASANT CHURCH, SET IN THE TOP OF THE WEST END OF THE NORTH
 GZ1828'HEAD WALL OF A 20-FOOT CONCRETE CULVERT WITH PARTITION, 15 FEET
 GZ1828'NORTH OF THE CENTER LINE OF HIGHWAY AND ABOUT 2 1/2 FEET BELOW THE
 GZ1828'HIGHWAY.  NOTE-- THE JUNCTION NORTH OF JAMESTOWN IS THE JUNCTION
 GZ1828'OF STATE HIGHWAYS 35 AND 92.
 GZ1828
 GZ1828                          STATION RECOVERY (1958)
 GZ1828
 GZ1828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1828'RECOVERED IN GOOD CONDITION.
 GZ1828
 GZ1828                          STATION RECOVERY (2005)
 GZ1828
 GZ1828'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1828'MARK IS 4 FEET BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1174 ***********************************************************************
 GB1174  DESIGNATION -  E 241
 GB1174  PID         -  GB1174
 GB1174  STATE/COUNTY-  KY/RUSSELL
 GB1174  USGS QUAD   -  JABEZ (1978)
 GB1174
 GB1174                         *CURRENT SURVEY CONTROL
 GB1174  ___________________________________________________________________
 GB1174* NAD 83(1986)-  36 59 11.     (N)    084 53 39.     (W)     SCALED    
 GB1174* NAVD 88     -       322.213  (meters)    1057.13   (feet)  ADJUSTED  
 GB1174  ___________________________________________________________________
 GB1174  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GB1174  DYNAMIC HT  -         321.946 (meters)    1056.25  (feet)  COMP
 GB1174  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 GB1174
 GB1174  VERT ORDER  -  SECOND    CLASS 0
 GB1174
 GB1174.The horizontal coordinates were scaled from a topographic map and have
 GB1174.an estimated accuracy of +/- 6 seconds.
 GB1174
 GB1174.The orthometric height was determined by differential leveling
 GB1174.and adjusted by the National Geodetic Survey in June 1991..
 GB1174
 GB1174.The geoid height was determined by GEOID03.
 GB1174
 GB1174.The dynamic height is computed by dividing the NAVD 88
 GB1174.geopotential number by the normal gravity value computed on the
 GB1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1174.degrees latitude (g = 980.6199 gals.).
 GB1174
 GB1174.The modeled gravity was interpolated from observed gravity values.
 GB1174
 GB1174;                    North         East    Units  Estimated Accuracy
 GB1174;SPC KY1Z     - 1,072,830.    1,576,190.      MT  (+/- 180 meters Scaled)
 GB1174
 GB1174                          SUPERSEDED SURVEY CONTROL
 GB1174
 GB1174  NGVD 29 (??/??/92)  322.348  (m)         1057.57   (f) ADJ UNCH    2 0
 GB1174
 GB1174.Superseded values are not recommended for survey control.
 GB1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1174.See file dsdata.txt to determine how the superseded data were derived.
 GB1174
 GB1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF874954(NAD 83)
 GB1174_MARKER: DB = BENCH MARK DISK
 GB1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1174_STAMPING: E 241 1951 1057.570
 GB1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1174+STABILITY: SURFACE MOTION
 GB1174
 GB1174  HISTORY     - Date     Condition        Report By
 GB1174  HISTORY     - 1951     MONUMENTED       CGS
 GB1174  HISTORY     - 1958     GOOD             NGS
 GB1174
 GB1174                          STATION DESCRIPTION
 GB1174
 GB1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1174'AT JABEZ.
 GB1174'AT JABEZ, AT THE CROSSROADS AND CHURCH, 214 FEET SOUTHWEST OF THE
 GB1174'CENTER OF CROSSROADS, 81 FEET WEST OF THE CENTER LINE OF ROAD
 GB1174'LEADING SOUTH, 57 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GB1174'CONCRETE BLOCK CHURCH BUILDING, 4 FEET EAST OF A POWER POLE WITH
 GB1174'A TRANSFORMER, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 GB1174'CONCRETE POST PROJECTING 3 INCHES.
 GB1174
 GB1174                          STATION RECOVERY (1958)
 GB1174
 GB1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1839 ***********************************************************************
 GZ1839  DESIGNATION -  E 242
 GZ1839  PID         -  GZ1839
 GZ1839  STATE/COUNTY-  KY/ADAIR
 GZ1839  USGS QUAD   -  COLUMBIA (1976)
 GZ1839
 GZ1839                         *CURRENT SURVEY CONTROL
 GZ1839  ___________________________________________________________________
 GZ1839* NAD 83(1986)-  37 04 18.     (N)    085 18 19.     (W)     SCALED    
 GZ1839* NAVD 88     -       235.815  (meters)     773.67   (feet)  ADJUSTED  
 GZ1839  ___________________________________________________________________
 GZ1839  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GZ1839  DYNAMIC HT  -         235.626 (meters)     773.05  (feet)  COMP
 GZ1839  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 GZ1839
 GZ1839  VERT ORDER  -  SECOND    CLASS 0
 GZ1839
 GZ1839.The horizontal coordinates were scaled from a topographic map and have
 GZ1839.an estimated accuracy of +/- 6 seconds.
 GZ1839
 GZ1839.The orthometric height was determined by differential leveling
 GZ1839.and adjusted by the National Geodetic Survey in June 1991..
 GZ1839
 GZ1839.The geoid height was determined by GEOID03.
 GZ1839
 GZ1839.The dynamic height is computed by dividing the NAVD 88
 GZ1839.geopotential number by the normal gravity value computed on the
 GZ1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1839.degrees latitude (g = 980.6199 gals.).
 GZ1839
 GZ1839.The modeled gravity was interpolated from observed gravity values.
 GZ1839
 GZ1839;                    North         East    Units  Estimated Accuracy
 GZ1839;SPC KY1Z     - 1,082,040.    1,539,550.      MT  (+/- 180 meters Scaled)
 GZ1839
 GZ1839                          SUPERSEDED SURVEY CONTROL
 GZ1839
 GZ1839  NGVD 29 (??/??/92)  235.973  (m)          774.19   (f) ADJ UNCH    2 0
 GZ1839
 GZ1839.Superseded values are not recommended for survey control.
 GZ1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1839.See file dsdata.txt to determine how the superseded data were derived.
 GZ1839
 GZ1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG506041(NAD 83)
 GZ1839_MARKER: DB = BENCH MARK DISK
 GZ1839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1839_SP_SET: CULVERT
 GZ1839_STAMPING: E 242 1951 774.188
 GZ1839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1839+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 GZ1839
 GZ1839  HISTORY     - Date     Condition        Report By
 GZ1839  HISTORY     - 1951     MONUMENTED       CGS
 GZ1839  HISTORY     - 1958     GOOD             NGS
 GZ1839  HISTORY     - 20050816 GOOD             KYTC
 GZ1839
 GZ1839                          STATION DESCRIPTION
 GZ1839
 GZ1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1839'2.3 MI S FROM COLUMBIA.
 GZ1839'ABOUT 1.8 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE COURT
 GZ1839'HOUSE AT COLUMBIA, THENCE ABOUT 0.5 MILE SOUTH ALONG A GRAVEL
 GZ1839'ROAD, ABOUT 2.0 MILES NORTH OF SMITH CHAPEL CHURCH OF CHRIST AT
 GZ1839'GADBERRY, ABOUT 0.85 MILE NORTH OF TABOR CHURCH AND SCHOOL, SET IN
 GZ1839'THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF A 16-FOOT
 GZ1839'SKEW CULVERT WITH PARTITION, 14 FEET WEST OF THE CENTER LINE OF
 GZ1839'ROAD AND ABOUT LEVEL WITH ROAD.
 GZ1839
 GZ1839                          STATION RECOVERY (1958)
 GZ1839
 GZ1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1839'RECOVERED IN GOOD CONDITION.
 GZ1839
 GZ1839                          STATION RECOVERY (2005)
 GZ1839
 GZ1839'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1769 ***********************************************************************
 GZ1769  DESIGNATION -  E 243
 GZ1769  PID         -  GZ1769
 GZ1769  STATE/COUNTY-  KY/ADAIR
 GZ1769  USGS QUAD   -  COLUMBIA (1976)
 GZ1769
 GZ1769                         *CURRENT SURVEY CONTROL
 GZ1769  ___________________________________________________________________
 GZ1769* NAD 83(1986)-  37 05 57.     (N)    085 20 16.     (W)     SCALED    
 GZ1769* NAVD 88     -       202.945  (meters)     665.83   (feet)  ADJUSTED  
 GZ1769  ___________________________________________________________________
 GZ1769  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GZ1769  DYNAMIC HT  -         202.783 (meters)     665.30  (feet)  COMP
 GZ1769  MODELED GRAV-     979,830.1   (mgal)                       NAVD 88
 GZ1769
 GZ1769  VERT ORDER  -  FIRST     CLASS I
 GZ1769
 GZ1769.The horizontal coordinates were scaled from a topographic map and have
 GZ1769.an estimated accuracy of +/- 6 seconds.
 GZ1769
 GZ1769.The orthometric height was determined by differential leveling
 GZ1769.and adjusted by the National Geodetic Survey in June 1991..
 GZ1769
 GZ1769.The geoid height was determined by GEOID03.
 GZ1769
 GZ1769.The dynamic height is computed by dividing the NAVD 88
 GZ1769.geopotential number by the normal gravity value computed on the
 GZ1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1769.degrees latitude (g = 980.6199 gals.).
 GZ1769
 GZ1769.The modeled gravity was interpolated from observed gravity values.
 GZ1769
 GZ1769;                    North         East    Units  Estimated Accuracy
 GZ1769;SPC KY1Z     - 1,085,080.    1,536,650.      MT  (+/- 180 meters Scaled)
 GZ1769
 GZ1769                          SUPERSEDED SURVEY CONTROL
 GZ1769
 GZ1769  NGVD 29 (??/??/92)  203.108  (m)          666.36   (f) ADJ UNCH    1 1
 GZ1769
 GZ1769.Superseded values are not recommended for survey control.
 GZ1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1769.See file dsdata.txt to determine how the superseded data were derived.
 GZ1769
 GZ1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG477071(NAD 83)
 GZ1769_MARKER: DB = BENCH MARK DISK
 GZ1769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1769_SP_SET: BRIDGE ABUTMENT
 GZ1769_STAMPING: E 243 1951
 GZ1769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1769+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 GZ1769
 GZ1769  HISTORY     - Date     Condition        Report By
 GZ1769  HISTORY     - 1951     MONUMENTED       CGS
 GZ1769  HISTORY     - 1968     GOOD             NGS
 GZ1769  HISTORY     - 20050816 GOOD             KYTC
 GZ1769
 GZ1769                          STATION DESCRIPTION
 GZ1769
 GZ1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1769'1.8 MI W FROM COLUMBIA.
 GZ1769'ABOUT 0.5 MILE SOUTHWEST ALONG BURKESVILLE STREET WHICH IS STATE
 GZ1769'HIGHWAY 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA, THENCE
 GZ1769'1.3 MILES WEST ALONG STATE HIGHWAY 61, SET IN THE TOP OF THE
 GZ1769'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF A HIGHWAY
 GZ1769'BRIDGE OVER PETTYS FORK, 18 FEET NORTHWEST OF THE CENTERLINE OF
 GZ1769'THE HIGHWAY, 0.5 FOOT NORTHWEST OF THE NORTHWEST CONCRETE
 GZ1769'GUARD RAIL ON THE BRIDGE, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 GZ1769'THE HIGHWAY.
 GZ1769
 GZ1769                          STATION RECOVERY (2005)
 GZ1769
 GZ1769'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2091 ***********************************************************************
 GB2091  DESIGNATION -  E 244
 GB2091  PID         -  GB2091
 GB2091  STATE/COUNTY-  KY/METCALFE
 GB2091  USGS QUAD   -  EDMONTON (1982)
 GB2091
 GB2091                         *CURRENT SURVEY CONTROL
 GB2091  ___________________________________________________________________
 GB2091* NAD 83(1986)-  36 59 50.     (N)    085 36 55.     (W)     SCALED    
 GB2091* NAVD 88     -       260.493  (meters)     854.63   (feet)  ADJUSTED  
 GB2091  ___________________________________________________________________
 GB2091  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GB2091  DYNAMIC HT  -         260.282 (meters)     853.94  (feet)  COMP
 GB2091  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 GB2091
 GB2091  VERT ORDER  -  SECOND    CLASS 0
 GB2091
 GB2091.The horizontal coordinates were scaled from a topographic map and have
 GB2091.an estimated accuracy of +/- 6 seconds.
 GB2091
 GB2091.The orthometric height was determined by differential leveling
 GB2091.and adjusted by the National Geodetic Survey in June 1991..
 GB2091
 GB2091.The geoid height was determined by GEOID03.
 GB2091
 GB2091.The dynamic height is computed by dividing the NAVD 88
 GB2091.geopotential number by the normal gravity value computed on the
 GB2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2091.degrees latitude (g = 980.6199 gals.).
 GB2091
 GB2091.The modeled gravity was interpolated from observed gravity values.
 GB2091
 GB2091;                    North         East    Units  Estimated Accuracy
 GB2091;SPC KY1Z     - 1,073,690.    1,511,990.      MT  (+/- 180 meters Scaled)
 GB2091
 GB2091                          SUPERSEDED SURVEY CONTROL
 GB2091
 GB2091  NGVD 29 (??/??/92)  260.640  (m)          855.12   (f) ADJ UNCH    2 0
 GB2091
 GB2091.Superseded values are not recommended for survey control.
 GB2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2091.See file dsdata.txt to determine how the superseded data were derived.
 GB2091
 GB2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF232954(NAD 83)
 GB2091_MARKER: DB = BENCH MARK DISK
 GB2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2091_STAMPING: E 244 1951
 GB2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2091+STABILITY: SURFACE MOTION
 GB2091
 GB2091  HISTORY     - Date     Condition        Report By
 GB2091  HISTORY     - 1951     MONUMENTED       CGS
 GB2091  HISTORY     - 1974     GOOD             USGS
 GB2091  HISTORY     - 20010412 MARK NOT FOUND   KYDT
 GB2091
 GB2091                          STATION DESCRIPTION
 GB2091
 GB2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2091'1.2 MI N FROM EDMONTON.
 GB2091'ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAY 68 FROM THE COURT
 GB2091'HOUSE AT EDMONTON, ABOUT 0.85 MILE NORTH OF JUNCTION OF STATE
 GB2091'HIGHWAY 80 EAST, ABOUT 0.4 MILE NORTH OF A 20-FOOT CONCRETE
 GB2091'BRIDGE, ABOUT 0.5 MILE SOUTH OF A GRAVEL ROAD LEADING WEST,
 GB2091'AT THE NOTHWEST END OF A 4-FOOT CUT, ABOUT 75 YARDS SOUTHEAST
 GB2091'OF A PIPE CULVERT, ABOUT 50 YARDS NORTHWEST OF A PIPE CULVERT,
 GB2091'ACROSS HIGHWAY FROM A 10-FOOT CUT (PARTLY ROCK), 29 FEET NORTHEAST
 GB2091'OF THE CENTER LINE OF HIGHWAY, 2 FEET SOUTHEAST OF A WHITE WOODEN
 GB2091'WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN THE
 GB2091'TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE--67 FT E
 GB2091'CENTERLINE NEW HIGHWAY, 103 FT SE OF SE END OF E GUARD RAIL,
 GB2091'22 FT S OF 20 IN OAK TREE, ON EDGE OF CUT.
 GB2091
 GB2091                          STATION RECOVERY (1974)
 GB2091
 GB2091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GB2091'RECOVERED IN GOOD CONDITION.
 GB2091
 GB2091                          STATION RECOVERY (2001)
 GB2091
 GB2091'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GB2091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2041 ***********************************************************************
 GB2041  DESIGNATION -  E 245
 GB2041  PID         -  GB2041
 GB2041  STATE/COUNTY-  KY/METCALFE
 GB2041  USGS QUAD   -  SUMMER SHADE (1974)
 GB2041
 GB2041                         *CURRENT SURVEY CONTROL
 GB2041  ___________________________________________________________________
 GB2041* NAD 83(1986)-  36 55 57.     (N)    085 38 14.     (W)     SCALED    
 GB2041* NAVD 88     -       244.849  (meters)     803.31   (feet)  ADJUSTED  
 GB2041  ___________________________________________________________________
 GB2041  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GB2041  DYNAMIC HT  -         244.648 (meters)     802.65  (feet)  COMP
 GB2041  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 GB2041
 GB2041  VERT ORDER  -  SECOND    CLASS 0
 GB2041
 GB2041.The horizontal coordinates were scaled from a topographic map and have
 GB2041.an estimated accuracy of +/- 6 seconds.
 GB2041
 GB2041.The orthometric height was determined by differential leveling
 GB2041.and adjusted by the National Geodetic Survey in June 1991..
 GB2041
 GB2041.The geoid height was determined by GEOID03.
 GB2041
 GB2041.The dynamic height is computed by dividing the NAVD 88
 GB2041.geopotential number by the normal gravity value computed on the
 GB2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2041.degrees latitude (g = 980.6199 gals.).
 GB2041
 GB2041.The modeled gravity was interpolated from observed gravity values.
 GB2041
 GB2041;                    North         East    Units  Estimated Accuracy
 GB2041;SPC KY1Z     - 1,066,510.    1,510,050.      MT  (+/- 180 meters Scaled)
 GB2041
 GB2041                          SUPERSEDED SURVEY CONTROL
 GB2041
 GB2041  NGVD 29 (??/??/92)  244.988  (m)          803.76   (f) ADJ UNCH    2 0
 GB2041
 GB2041.Superseded values are not recommended for survey control.
 GB2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2041.See file dsdata.txt to determine how the superseded data were derived.
 GB2041
 GB2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF213882(NAD 83)
 GB2041_MARKER: DB = BENCH MARK DISK
 GB2041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB2041_SP_SET: CULVERT
 GB2041_STAMPING: E 245 1951 803.765
 GB2041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2041
 GB2041  HISTORY     - Date     Condition        Report By
 GB2041  HISTORY     - 1951     MONUMENTED       CGS
 GB2041  HISTORY     - 1958     GOOD             NGS
 GB2041
 GB2041                          STATION DESCRIPTION
 GB2041
 GB2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2041'0.6 MI NE FROM GOODLUCK.
 GB2041'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 163 FROM THE POST
 GB2041'OFFICE AT GOODLUCK, ABOUT 0.2 MILE NORTHEAST OF THE NORTHEAST
 GB2041'END OF A LONG CONCRETE BRIDGE OVER ROGERS CREEK, IN THE TOP OF THE
 GB2041'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 10-FOOT CONCRETE
 GB2041'CULVERT, 12 1/2 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 144
 GB2041'FEET SOUTHWEST OF CENTER OF JUNCTION OF A GRAVEL ROAD WEST AND
 GB2041'ABOUT LEVEL WITH HIGHWAY.
 GB2041
 GB2041                          STATION RECOVERY (1958)
 GB2041
 GB2041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1193 ***********************************************************************
 GB1193  DESIGNATION -  E 246
 GB1193  PID         -  GB1193
 GB1193  STATE/COUNTY-  KY/WAYNE
 GB1193  USGS QUAD   -  POWERSBURG (1954)
 GB1193
 GB1193                         *CURRENT SURVEY CONTROL
 GB1193  ___________________________________________________________________
 GB1193* NAD 83(1986)-  36 40 28.     (N)    084 53 37.     (W)     SCALED    
 GB1193* NAVD 88     -       343.043  (meters)    1125.47   (feet)  ADJUSTED  
 GB1193  ___________________________________________________________________
 GB1193  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GB1193  DYNAMIC HT  -         342.756 (meters)    1124.53  (feet)  COMP
 GB1193  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 GB1193
 GB1193  VERT ORDER  -  SECOND    CLASS 0
 GB1193
 GB1193.The horizontal coordinates were scaled from a topographic map and have
 GB1193.an estimated accuracy of +/- 6 seconds.
 GB1193
 GB1193.The orthometric height was determined by differential leveling
 GB1193.and adjusted by the National Geodetic Survey in June 1991..
 GB1193
 GB1193.The geoid height was determined by GEOID03.
 GB1193
 GB1193.The dynamic height is computed by dividing the NAVD 88
 GB1193.geopotential number by the normal gravity value computed on the
 GB1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1193.degrees latitude (g = 980.6199 gals.).
 GB1193
 GB1193.The modeled gravity was interpolated from observed gravity values.
 GB1193
 GB1193;                    North         East    Units  Estimated Accuracy
 GB1193;SPC KY1Z     - 1,038,210.    1,576,560.      MT  (+/- 180 meters Scaled)
 GB1193
 GB1193                          SUPERSEDED SURVEY CONTROL
 GB1193
 GB1193  NGVD 29 (??/??/92)  343.178  (m)         1125.91   (f) ADJ UNCH    2 0
 GB1193
 GB1193.Superseded values are not recommended for survey control.
 GB1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1193.See file dsdata.txt to determine how the superseded data were derived.
 GB1193
 GB1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF882608(NAD 83)
 GB1193_MARKER: DB = BENCH MARK DISK
 GB1193_SETTING: 66 = SET IN ROCK OUTCROP
 GB1193_SP_SET: ROCK OUTCROP
 GB1193_STAMPING: E 246 1951 1125.910
 GB1193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1193+STABILITY: POSITION/ELEVATION WELL
 GB1193
 GB1193  HISTORY     - Date     Condition        Report By
 GB1193  HISTORY     - 1951     MONUMENTED       CGS
 GB1193  HISTORY     - 1952     GOOD             NGS
 GB1193  HISTORY     - 1958     GOOD             NGS
 GB1193
 GB1193                          STATION DESCRIPTION
 GB1193
 GB1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GB1193'2.1 MI E FROM SLICKFORD.
 GB1193'ABOUT 1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST
 GB1193'OFFICE AT SLICKFORD, THENCE ABOUT 1.1 MILES NORTHEAST ALONG A
 GB1193'DIM ROAD, ABOUT 0.1 MILE SOUTHWEST OF A PRIVATE ROAD SOUTHEAST
 GB1193'TO A HOUSE, IN THE TOP OF AN OUTCROP OF LIMESTONE ABOUT 6 BY 4
 GB1193'FEET, 12 FEET SOUTHEAST OF CENTER LINE OF ROAD, 37 FEET NORTHEAST
 GB1193'OF CENTER OF ROAD AT CENTER OF A WASH ACROSS ROAD, NEAR A SHARP
 GB1193'TURN IN ROAD WITH TANGENTS EXTENDING NORTHWEST AND NORTHEAST, 39
 GB1193'FEET SOUTHWEST OF A TRIANGULAR BLAZED 14-INCH OAK TREE, 30 FEET
 GB1193'EAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 14-INCH OAK TREE,
 GB1193'30 FEET EAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 8-INCH
 GB1193'POPLAR TREE, AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 GB1193
 GB1193                          STATION RECOVERY (1958)
 GB1193
 GB1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1304 ***********************************************************************
 GB1304  DESIGNATION -  E 247
 GB1304  PID         -  GB1304
 GB1304  STATE/COUNTY-  KY/CLINTON
 GB1304  USGS QUAD   -  SAVAGE (1981)
 GB1304
 GB1304                         *CURRENT SURVEY CONTROL
 GB1304  ___________________________________________________________________
 GB1304* NAD 83(1986)-  36 42 34.     (N)    085 05 22.     (W)     SCALED    
 GB1304* NAVD 88     -       271.275  (meters)     890.01   (feet)  ADJUSTED  
 GB1304  ___________________________________________________________________
 GB1304  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GB1304  DYNAMIC HT  -         271.038 (meters)     889.23  (feet)  COMP
 GB1304  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 GB1304
 GB1304  VERT ORDER  -  SECOND    CLASS 0
 GB1304
 GB1304.The horizontal coordinates were scaled from a topographic map and have
 GB1304.an estimated accuracy of +/- 6 seconds.
 GB1304
 GB1304.The orthometric height was determined by differential leveling
 GB1304.and adjusted by the National Geodetic Survey in June 1991..
 GB1304
 GB1304.The geoid height was determined by GEOID03.
 GB1304
 GB1304.The dynamic height is computed by dividing the NAVD 88
 GB1304.geopotential number by the normal gravity value computed on the
 GB1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1304.degrees latitude (g = 980.6199 gals.).
 GB1304
 GB1304.The modeled gravity was interpolated from observed gravity values.
 GB1304
 GB1304;                    North         East    Units  Estimated Accuracy
 GB1304;SPC KY1Z     - 1,041,950.    1,559,030.      MT  (+/- 180 meters Scaled)
 GB1304
 GB1304                          SUPERSEDED SURVEY CONTROL
 GB1304
 GB1304  NGVD 29 (??/??/92)  271.401  (m)          890.42   (f) ADJ UNCH    2 0
 GB1304
 GB1304.Superseded values are not recommended for survey control.
 GB1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1304.See file dsdata.txt to determine how the superseded data were derived.
 GB1304
 GB1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF706643(NAD 83)
 GB1304_MARKER: DB = BENCH MARK DISK
 GB1304_SETTING: 66 = SET IN ROCK OUTCROP
 GB1304_SP_SET: ROCK LEDGE
 GB1304_STAMPING: E 247 1951 890.421
 GB1304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1304+STABILITY: POSITION/ELEVATION WELL
 GB1304
 GB1304  HISTORY     - Date     Condition        Report By
 GB1304  HISTORY     - 1951     MONUMENTED       CGS
 GB1304  HISTORY     - 1957     GOOD             NGS
 GB1304
 GB1304                          STATION DESCRIPTION
 GB1304
 GB1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1304'3.6 MI NE FROM ALBANY.
 GB1304'ABOUT 3.6 MILES NORTHEAST ALONG STATE HIGHWAY 350 FROM THE COURT
 GB1304'HOUSE AT ALBANY, IN THE TOP OF AN OUTCROPPING LIMESTONE LEDGE
 GB1304'ABOUT 25 BY 4 FEET, 15 FEET WEST OF CENTER LINE OF HIGHWAY, ABOUT
 GB1304'150 FEET EAST OF COWAN SCHOOL BUILDING, 82 FEET SOUTH OF THE WEST
 GB1304'END OF THE SOUTH ABUTMENT OF AN 18-FOOT CONCRETE BRIDGE, 23 FEET
 GB1304'SOUTHWEST OF JUNCTION OF A DIM ROAD SOUTHEAST, 8 FEET NORTH OF
 GB1304'SOUTH END OF LEDGE AND ABOUT 2 FEET ABOVE HIGHWAY.
 GB1304
 GB1304                          STATION RECOVERY (1957)
 GB1304
 GB1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1323 ***********************************************************************
 GB1323  DESIGNATION -  E 248
 GB1323  PID         -  GB1323
 GB1323  STATE/COUNTY-  KY/CLINTON
 GB1323  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1323
 GB1323                         *CURRENT SURVEY CONTROL
 GB1323  ___________________________________________________________________
 GB1323* NAD 83(1986)-  36 46 08.     (N)    085 13 03.     (W)     SCALED    
 GB1323* NAVD 88     -       311.807  (meters)    1022.99   (feet)  ADJUSTED  
 GB1323  ___________________________________________________________________
 GB1323  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GB1323  DYNAMIC HT  -         311.545 (meters)    1022.13  (feet)  COMP
 GB1323  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 GB1323
 GB1323  VERT ORDER  -  SECOND    CLASS 0
 GB1323
 GB1323.The horizontal coordinates were scaled from a topographic map and have
 GB1323.an estimated accuracy of +/- 6 seconds.
 GB1323
 GB1323.The orthometric height was determined by differential leveling
 GB1323.and adjusted by the National Geodetic Survey in June 1991..
 GB1323
 GB1323.The geoid height was determined by GEOID03.
 GB1323
 GB1323.The dynamic height is computed by dividing the NAVD 88
 GB1323.geopotential number by the normal gravity value computed on the
 GB1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1323.degrees latitude (g = 980.6199 gals.).
 GB1323
 GB1323.The modeled gravity was interpolated from observed gravity values.
 GB1323
 GB1323;                    North         East    Units  Estimated Accuracy
 GB1323;SPC KY1Z     - 1,048,480.    1,547,550.      MT  (+/- 180 meters Scaled)
 GB1323
 GB1323                          SUPERSEDED SURVEY CONTROL
 GB1323
 GB1323  NGVD 29 (??/??/92)  311.938  (m)         1023.42   (f) ADJ UNCH    2 0
 GB1323
 GB1323.Superseded values are not recommended for survey control.
 GB1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1323.See file dsdata.txt to determine how the superseded data were derived.
 GB1323
 GB1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF590707(NAD 83)
 GB1323_MARKER: DB = BENCH MARK DISK
 GB1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1323_STAMPING: E 248 1951 1023.417
 GB1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1323+STABILITY: SURFACE MOTION
 GB1323
 GB1323  HISTORY     - Date     Condition        Report By
 GB1323  HISTORY     - 1951     MONUMENTED       CGS
 GB1323  HISTORY     - 1958     GOOD             NGS
 GB1323
 GB1323                          STATION DESCRIPTION
 GB1323
 GB1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1323'7.6 MI NW FROM ALBANY.
 GB1323'ABOUT 7.55 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE
 GB1323'COURT HOUSE AT ALBANY, ABOUT 0.1 MILE EAST OF A SMALL GROCERY
 GB1323'STORE, NEAR THE TOP OF A GRADE, ABOUT 0.9 MILE NORTHWEST OF
 GB1323'JUNCTION OF STATE HIGHWAYS 90S AND 55, 35 FEET SOUTH OF CENTER
 GB1323'LINE OF HIGHWAY, 124 FEET NORTHWEST AND ACROSS DRIVE FROM THE
 GB1323'NORTHWEST CORNER OF A WHITE FRAME HOUSE, 12 FEET WEST OF
 GB1323'CENTER LINE OF DRIVE WAY, 5 FEET NORTHWEST OF A FENCE CORNER,
 GB1323'1 1/2 FEET NORTH OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE
 GB1323'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW HIGHWAY AND SET IN THE
 GB1323'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1323
 GB1323                          STATION RECOVERY (1958)
 GB1323
 GB1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1510 ***********************************************************************
 GB1510  DESIGNATION -  E 249
 GB1510  PID         -  GB1510
 GB1510  STATE/COUNTY-  KY/CUMBERLAND
 GB1510  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1510
 GB1510                         *CURRENT SURVEY CONTROL
 GB1510  ___________________________________________________________________
 GB1510* NAD 83(1986)-  36 48 51.     (N)    085 14 51.     (W)     SCALED    
 GB1510* NAVD 88     -       259.569  (meters)     851.60   (feet)  ADJUSTED  
 GB1510  ___________________________________________________________________
 GB1510  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GB1510  DYNAMIC HT  -         259.354 (meters)     850.90  (feet)  COMP
 GB1510  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 GB1510
 GB1510  VERT ORDER  -  SECOND    CLASS 0
 GB1510
 GB1510.The horizontal coordinates were scaled from a topographic map and have
 GB1510.an estimated accuracy of +/- 6 seconds.
 GB1510
 GB1510.The orthometric height was determined by differential leveling
 GB1510.and adjusted by the National Geodetic Survey in June 1991..
 GB1510
 GB1510.The geoid height was determined by GEOID03.
 GB1510
 GB1510.The dynamic height is computed by dividing the NAVD 88
 GB1510.geopotential number by the normal gravity value computed on the
 GB1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1510.degrees latitude (g = 980.6199 gals.).
 GB1510
 GB1510.The modeled gravity was interpolated from observed gravity values.
 GB1510
 GB1510;                    North         East    Units  Estimated Accuracy
 GB1510;SPC KY1Z     - 1,053,490.    1,544,840.      MT  (+/- 180 meters Scaled)
 GB1510
 GB1510                          SUPERSEDED SURVEY CONTROL
 GB1510
 GB1510  NGVD 29 (??/??/92)  259.706  (m)          852.05   (f) ADJ UNCH    2 0
 GB1510
 GB1510.Superseded values are not recommended for survey control.
 GB1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1510.See file dsdata.txt to determine how the superseded data were derived.
 GB1510
 GB1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF563756(NAD 83)
 GB1510_MARKER: DB = BENCH MARK DISK
 GB1510_SETTING: 66 = SET IN ROCK OUTCROP
 GB1510_SP_SET: ROCK CUT
 GB1510_STAMPING: E 249 1951 852.052
 GB1510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1510+STABILITY: POSITION/ELEVATION WELL
 GB1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1510+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1510
 GB1510  HISTORY     - Date     Condition        Report By
 GB1510  HISTORY     - 1951     MONUMENTED       CGS
 GB1510  HISTORY     - 1958     GOOD             NGS
 GB1510  HISTORY     - 20040309 GOOD             KYDT
 GB1510
 GB1510                          STATION DESCRIPTION
 GB1510
 GB1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1510'2.4 MI N FROM FOREST COTTAGE.
 GB1510'ABOUT 2.35 MILES NORTH ALONG STATE HIGHWAY 379 FROM THE POST
 GB1510'OFFICE AT FOREST COTTAGE, ABOUT 0.65 MILE NORTH OF A SCHOOL,
 GB1510'ABOUT 0.35 MILE SOUTH OF JUNCTION OF A ROAD SOUTHWEST, ON NORTH
 GB1510'SLOPE OF A HILL, SET VERTICALLY IN FACE OF A BENCH ROCK CUT, 19
 GB1510'FEET EAST OF CENTER LINE OF HIGHWAY, 100 FEET SOUTH OF NORTH END
 GB1510'OF CUT, 16 1/2 FEET NORTH OF A 10-INCH TRIANGLE CHISELED IN
 GB1510'VERTICAL FACE OF CUT, AND ABOUT 3 FEET ABOVE HIGHWAY.
 GB1510
 GB1510                          STATION RECOVERY (1958)
 GB1510
 GB1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1510'RECOVERED IN GOOD CONDITION.
 GB1510
 GB1510                          STATION RECOVERY (2004)
 GB1510
 GB1510'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1518 ***********************************************************************
 GB1518  DESIGNATION -  E 250
 GB1518  PID         -  GB1518
 GB1518  STATE/COUNTY-  KY/RUSSELL
 GB1518  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1518
 GB1518                         *CURRENT SURVEY CONTROL
 GB1518  ___________________________________________________________________
 GB1518* NAD 83(1986)-  36 52 16.     (N)    085 14 37.     (W)     SCALED    
 GB1518* NAVD 88     -       176.719  (meters)     579.79   (feet)  ADJUSTED  
 GB1518  ___________________________________________________________________
 GB1518  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GB1518  DYNAMIC HT  -         176.572 (meters)     579.30  (feet)  COMP
 GB1518  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 GB1518
 GB1518  VERT ORDER  -  SECOND    CLASS 0
 GB1518
 GB1518.The horizontal coordinates were scaled from a topographic map and have
 GB1518.an estimated accuracy of +/- 6 seconds.
 GB1518
 GB1518.The orthometric height was determined by differential leveling
 GB1518.and adjusted by the National Geodetic Survey in June 1991..
 GB1518
 GB1518.The geoid height was determined by GEOID03.
 GB1518
 GB1518.The dynamic height is computed by dividing the NAVD 88
 GB1518.geopotential number by the normal gravity value computed on the
 GB1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1518.degrees latitude (g = 980.6199 gals.).
 GB1518
 GB1518.The modeled gravity was interpolated from observed gravity values.
 GB1518
 GB1518;                    North         East    Units  Estimated Accuracy
 GB1518;SPC KY1Z     - 1,059,810.    1,545,150.      MT  (+/- 180 meters Scaled)
 GB1518
 GB1518                          SUPERSEDED SURVEY CONTROL
 GB1518
 GB1518  NGVD 29 (??/??/92)  176.859  (m)          580.24   (f) ADJ UNCH    2 0
 GB1518
 GB1518.Superseded values are not recommended for survey control.
 GB1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1518.See file dsdata.txt to determine how the superseded data were derived.
 GB1518
 GB1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF565820(NAD 83)
 GB1518_MARKER: DB = BENCH MARK DISK
 GB1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1518_STAMPING: E 250 1951 580.245
 GB1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1518+STABILITY: SURFACE MOTION
 GB1518
 GB1518  HISTORY     - Date     Condition        Report By
 GB1518  HISTORY     - 1951     MONUMENTED       CGS
 GB1518  HISTORY     - 1958     GOOD             NGS
 GB1518
 GB1518                          STATION DESCRIPTION
 GB1518
 GB1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1518'0.8 MI SW FROM RIBBON.
 GB1518'ABOUT 0.8 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1518'AT RIBBON, ABOUT 0.1 MILE WEST OF A SCHOOL, AT WINFREYS
 GB1518'ABANDONED FERRY ON CUMBERLAND RIVER, ABOUT 400 FEET EAST OF
 GB1518'FERRY LANDING, 15 FEET SOUTH OF CENTER LINE OF ROAD, 181 FEET
 GB1518'WEST OF FERRY CAUTION BARRIER, 6 FEET SOUTH AND ACROSS ROAD FROM
 GB1518'A TRIANGULAR BLAZED 16-INCH WALNUT TREE, 43 FEET SOUTHWEST AND
 GB1518'ACROSS ROAD FROM A SIGN POST TOLL FERRY, 1 1/2 FEET NORTH OF A
 GB1518'FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 GB1518'ABOUT 1 FOOT ABOVE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GB1518'PROJECTING 4 INCHES.
 GB1518
 GB1518                          STATION RECOVERY (1958)
 GB1518
 GB1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1408 ***********************************************************************
 GB1408  DESIGNATION -  E 251
 GB1408  PID         -  GB1408
 GB1408  STATE/COUNTY-  KY/CUMBERLAND
 GB1408  USGS QUAD   -  BURKESVILLE (1982)
 GB1408
 GB1408                         *CURRENT SURVEY CONTROL
 GB1408  ___________________________________________________________________
 GB1408* NAD 83(1986)-  36 47 40.     (N)    085 22 08.     (W)     SCALED    
 GB1408* NAVD 88     -       180.037  (meters)     590.67   (feet)  ADJUSTED  
 GB1408  ___________________________________________________________________
 GB1408  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GB1408  DYNAMIC HT  -         179.891 (meters)     590.19  (feet)  COMP
 GB1408  MODELED GRAV-     979,818.1   (mgal)                       NAVD 88
 GB1408
 GB1408  VERT ORDER  -  SECOND    CLASS 0
 GB1408
 GB1408.The horizontal coordinates were scaled from a topographic map and have
 GB1408.an estimated accuracy of +/- 6 seconds.
 GB1408
 GB1408.The orthometric height was determined by differential leveling
 GB1408.and adjusted by the National Geodetic Survey in June 1991..
 GB1408
 GB1408.The geoid height was determined by GEOID03.
 GB1408
 GB1408.The dynamic height is computed by dividing the NAVD 88
 GB1408.geopotential number by the normal gravity value computed on the
 GB1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1408.degrees latitude (g = 980.6199 gals.).
 GB1408
 GB1408.The modeled gravity was interpolated from observed gravity values.
 GB1408
 GB1408;                    North         East    Units  Estimated Accuracy
 GB1408;SPC KY1Z     - 1,051,250.    1,534,020.      MT  (+/- 180 meters Scaled)
 GB1408
 GB1408                          SUPERSEDED SURVEY CONTROL
 GB1408
 GB1408  NGVD 29 (??/??/92)  180.178  (m)          591.13   (f) ADJ UNCH    2 0
 GB1408
 GB1408.Superseded values are not recommended for survey control.
 GB1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1408.See file dsdata.txt to determine how the superseded data were derived.
 GB1408
 GB1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF455733(NAD 83)
 GB1408_MARKER: DB = BENCH MARK DISK
 GB1408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1408_SP_SET: BUILDING
 GB1408_STAMPING: E 251 1951 591.134
 GB1408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1408+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 GB1408
 GB1408  HISTORY     - Date     Condition        Report By
 GB1408  HISTORY     - 1951     MONUMENTED       CGS
 GB1408  HISTORY     - 1958     GOOD             NGS
 GB1408  HISTORY     - 20050913 GOOD             KYTC
 GB1408
 GB1408                          STATION DESCRIPTION
 GB1408
 GB1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1408'AT BURKESVILLE.
 GB1408'AT BURKESVILLE, ABOUT 0.25 MILE NORTHEAST ALONG STATE HIGHWAY 61
 GB1408'FROM THE COURT HOUSE, ABOUT 0.1 MILE NORTHWEST OF HIGHWAY, SET
 GB1408'VERTICALLY IN THE SOUTHWEST WALL OF SCHOOL BUILDING (NOW UNDER
 GB1408'CONSTRUCTION), 73 FEET NORTHWEST OF SOUTH CORNER OF BUILDING,
 GB1408'19 1/2 FEET SOUTHEAST OF CENTER LINE OF MAIN SOUTHWEST ENTRANCE
 GB1408'TO BUILDING, 1.3 FEET ABOVE TOP OF CONCRETE FOUNDATION AND ABOUT
 GB1408'4 FEET ABOVE THE GROUND.
 GB1408
 GB1408                          STATION RECOVERY (1958)
 GB1408
 GB1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1408'RECOVERED IN GOOD CONDITION.
 GB1408
 GB1408                          STATION RECOVERY (2005)
 GB1408
 GB1408'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1408'MARK IS 108 FEET NORTHWEST OF SOUTHEAST CORNER OF ADDITION TO
 GB1408'CUMBERLAND COUNTY ELEMENTARY SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1547 ***********************************************************************
 GB1547  DESIGNATION -  E 252
 GB1547  PID         -  GB1547
 GB1547  STATE/COUNTY-  KY/CUMBERLAND
 GB1547  USGS QUAD   -  BLACKS FERRY (1982)
 GB1547
 GB1547                         *CURRENT SURVEY CONTROL
 GB1547  ___________________________________________________________________
 GB1547* NAD 83(1986)-  36 41 41.     (N)    085 22 33.     (W)     SCALED    
 GB1547* NAVD 88     -       307.220  (meters)    1007.94   (feet)  ADJUSTED  
 GB1547  ___________________________________________________________________
 GB1547  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GB1547  DYNAMIC HT  -         306.962 (meters)    1007.09  (feet)  COMP
 GB1547  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 GB1547
 GB1547  VERT ORDER  -  SECOND    CLASS 0
 GB1547
 GB1547.The horizontal coordinates were scaled from a topographic map and have
 GB1547.an estimated accuracy of +/- 6 seconds.
 GB1547
 GB1547.The orthometric height was determined by differential leveling
 GB1547.and adjusted by the National Geodetic Survey in June 1991..
 GB1547
 GB1547.The geoid height was determined by GEOID03.
 GB1547
 GB1547.The dynamic height is computed by dividing the NAVD 88
 GB1547.geopotential number by the normal gravity value computed on the
 GB1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1547.degrees latitude (g = 980.6199 gals.).
 GB1547
 GB1547.The modeled gravity was interpolated from observed gravity values.
 GB1547
 GB1547;                    North         East    Units  Estimated Accuracy
 GB1547;SPC KY1Z     - 1,040,180.    1,533,440.      MT  (+/- 180 meters Scaled)
 GB1547
 GB1547                          SUPERSEDED SURVEY CONTROL
 GB1547
 GB1547  NGVD 29 (??/??/92)  307.342  (m)         1008.34   (f) ADJ UNCH    2 0
 GB1547
 GB1547.Superseded values are not recommended for survey control.
 GB1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1547.See file dsdata.txt to determine how the superseded data were derived.
 GB1547
 GB1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF450622(NAD 83)
 GB1547_MARKER: DB = BENCH MARK DISK
 GB1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1547_STAMPING: E 252 1951
 GB1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1547+STABILITY: SURFACE MOTION
 GB1547
 GB1547  HISTORY     - Date     Condition        Report By
 GB1547  HISTORY     - 1951     MONUMENTED       CGS
 GB1547
 GB1547                          STATION DESCRIPTION
 GB1547
 GB1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1547'1 MI SW FROM KETTLE.
 GB1547'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB1547'AND ROAD JUNCTION AT KETTLE, ABOUT 0.55 MILE SOUTHWEST OF THE
 GB1547'JUNCTION OF STATE HIGHWAY 485 LEADING NORTHWEST, ABOUT 80 YARDS
 GB1547'NORTHEAST OF THE TOP OF A GRADE, 26 FEET SOUTHEAST OF CENTER LINE
 GB1547'OF HIGHWAY, 40 FEET EAST OF THE CENTER OF THE INTERSECTION OF A DIM
 GB1547'CROSSROAD, 14 FEET NORTH OF CENTER LINE OF DIM ROAD EAST, 17 FEET
 GB1547'WEST-NORTHWEST OF A 12-INCH CEDAR TREE, 2 FEET NORTH OF A WHITE
 GB1547'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY AND SET IN THE
 GB1547'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK IS ABOUT
 GB1547'1.4 MILES NORTHEAST OF THE POST OFFICE AT LITTRELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1611 ***********************************************************************
 GB1611  DESIGNATION -  E 253
 GB1611  PID         -  GB1611
 GB1611  STATE/COUNTY-  KY/MONROE
 GB1611  USGS QUAD   -  BLACKS FERRY (1982)
 GB1611
 GB1611                         *CURRENT SURVEY CONTROL
 GB1611  ___________________________________________________________________
 GB1611* NAD 83(1986)-  36 37 59.     (N)    085 28 04.     (W)     SCALED    
 GB1611* NAVD 88     -       167.876  (meters)     550.77   (feet)  ADJUSTED  
 GB1611  ___________________________________________________________________
 GB1611  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GB1611  DYNAMIC HT  -         167.735 (meters)     550.31  (feet)  COMP
 GB1611  MODELED GRAV-     979,787.1   (mgal)                       NAVD 88
 GB1611
 GB1611  VERT ORDER  -  SECOND    CLASS 0
 GB1611
 GB1611.The horizontal coordinates were scaled from a topographic map and have
 GB1611.an estimated accuracy of +/- 6 seconds.
 GB1611
 GB1611.The orthometric height was determined by differential leveling
 GB1611.and adjusted by the National Geodetic Survey in June 1991..
 GB1611
 GB1611.The geoid height was determined by GEOID03.
 GB1611
 GB1611.The dynamic height is computed by dividing the NAVD 88
 GB1611.geopotential number by the normal gravity value computed on the
 GB1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1611.degrees latitude (g = 980.6199 gals.).
 GB1611
 GB1611.The modeled gravity was interpolated from observed gravity values.
 GB1611
 GB1611;                    North         East    Units  Estimated Accuracy
 GB1611;SPC KY1Z     - 1,033,300.    1,525,250.      MT  (+/- 180 meters Scaled)
 GB1611
 GB1611                          SUPERSEDED SURVEY CONTROL
 GB1611
 GB1611  NGVD 29 (??/??/92)  167.998  (m)          551.17   (f) ADJ UNCH    2 0
 GB1611
 GB1611.Superseded values are not recommended for survey control.
 GB1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1611.See file dsdata.txt to determine how the superseded data were derived.
 GB1611
 GB1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF369552(NAD 83)
 GB1611_MARKER: DB = BENCH MARK DISK
 GB1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1611_STAMPING: E 253 1951
 GB1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1611+STABILITY: SURFACE MOTION
 GB1611
 GB1611  HISTORY     - Date     Condition        Report By
 GB1611  HISTORY     - 1951     MONUMENTED       CGS
 GB1611
 GB1611                          STATION DESCRIPTION
 GB1611
 GB1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1611'2 MI SE FROM MARTINSBURG.
 GB1611'ABOUT 1.25 MILES SOUTHEAST AND EAST ALONG A DIRT ROAD FROM THE
 GB1611'ABANDONED FERRY LANDING ON CUMBERLAND RIVER AT MARTINSBURG,
 GB1611'THENCE ABOUT 0.75 MILE SOUTH ALONG A DIRT ROAD, AT JUNCTION OF
 GB1611'A ROAD LEADING EAST ACROSS A CREEK, ABOUT 0.2 MILE NORTH OF
 GB1611'KETTLE SCHOOL BUILDING, AT NORTH END OF A CULTIVATED FIELD,
 GB1611'20 FEET SOUTHEAST OF CENTER LINE OF ROAD, 65 FEET SOUTH OF
 GB1611'CENTER LINE OF ROAD EAST, 32 FEET WEST-NORTHWEST OF A 40-INCH
 GB1611'ELM TREE, 7 FEET SOUTHWEST OF A 4-INCH WALNUT TREE, 1 1/2 FEET
 GB1611'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 GB1611'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2781 ***********************************************************************
 GA2781  DESIGNATION -  E 254
 GA2781  PID         -  GA2781
 GA2781  STATE/COUNTY-  KY/BELL
 GA2781  USGS QUAD   -  BALKAN (1974)
 GA2781
 GA2781                         *CURRENT SURVEY CONTROL
 GA2781  ___________________________________________________________________
 GA2781* NAD 83(1986)-  36 47 29.     (N)    083 35 37.     (W)     SCALED    
 GA2781* NAVD 88     -       345.924  (meters)    1134.92   (feet)  ADJUSTED  
 GA2781  ___________________________________________________________________
 GA2781  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GA2781  DYNAMIC HT  -         345.628 (meters)    1133.95  (feet)  COMP
 GA2781  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 GA2781
 GA2781  VERT ORDER  -  SECOND    CLASS 0
 GA2781
 GA2781.The horizontal coordinates were scaled from a topographic map and have
 GA2781.an estimated accuracy of +/- 6 seconds.
 GA2781
 GA2781.The orthometric height was determined by differential leveling
 GA2781.and adjusted by the National Geodetic Survey in June 1991..
 GA2781
 GA2781.The geoid height was determined by GEOID03.
 GA2781
 GA2781.The dynamic height is computed by dividing the NAVD 88
 GA2781.geopotential number by the normal gravity value computed on the
 GA2781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2781.degrees latitude (g = 980.6199 gals.).
 GA2781
 GA2781.The modeled gravity was interpolated from observed gravity values.
 GA2781
 GA2781;                    North         East    Units  Estimated Accuracy
 GA2781;SPC KY1Z     - 1,053,060.    1,692,470.      MT  (+/- 180 meters Scaled)
 GA2781
 GA2781                          SUPERSEDED SURVEY CONTROL
 GA2781
 GA2781  NGVD 29 (??/??/92)  346.071  (m)         1135.40   (f) ADJ UNCH    2 0
 GA2781
 GA2781.Superseded values are not recommended for survey control.
 GA2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2781.See file dsdata.txt to determine how the superseded data were derived.
 GA2781
 GA2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA685748(NAD 83)
 GA2781_MARKER: DB = BENCH MARK DISK
 GA2781_SETTING: 66 = SET IN ROCK OUTCROP
 GA2781_SP_SET: SET IN ROCK OUTCROP
 GA2781_STAMPING: E 254 1951
 GA2781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2781+STABILITY: POSITION/ELEVATION WELL
 GA2781
 GA2781  HISTORY     - Date     Condition        Report By
 GA2781  HISTORY     - 1951     MONUMENTED       CGS
 GA2781  HISTORY     - 1974     GOOD             USGS
 GA2781  HISTORY     - 1975     MARK NOT FOUND   NGS
 GA2781
 GA2781                          STATION DESCRIPTION
 GA2781
 GA2781'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2781'2.6 MI NE FROM JENSON.
 GA2781'2.55 MILES NORTHEAST ALONG STATE HIGHWAY 221 FROM THE ROAD JUNCTION
 GA2781'AT JENSON, ABOUT 0.7 MILE NORTHEAST OF A 100-FOOT CONCRETE BRIDGE,
 GA2781'IN THE LOT AT A SMALL BARN, SET IN THE TOP OF A LARGE OUTCROP OF
 GA2781'ROCK, 27 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 18 FEET
 GA2781'SOUTHWEST OF WEST CORNER OF BARN, 2 FEET NORTHWEST OF SOUTHEAST
 GA2781'EDGE OF OUTCROP AND ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.  THE
 GA2781'BARN MENTIONED WAS MOVED BACK FROM THE ROAD AND THE MARK IS
 GA2781'PROBABLY BURIED IN A 15-FOOT FILL ON THE NEW PORTION OF THE
 GA2781'HIGHWAY.
 GA2781
 GA2781                          STATION RECOVERY (1974)
 GA2781
 GA2781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GA2781'RECOVERED IN GOOD CONDITION.
 GA2781
 GA2781                          STATION RECOVERY (1975)
 GA2781
 GA2781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1620 ***********************************************************************
 GA1620  DESIGNATION -  E 255
 GA1620  PID         -  GA1620
 GA1620  STATE/COUNTY-  KY/HARLAN
 GA1620  USGS QUAD   -  BLEDSOE (1980)
 GA1620
 GA1620                         *CURRENT SURVEY CONTROL
 GA1620  ___________________________________________________________________
 GA1620* NAD 83(1986)-  36 53 58.     (N)    083 21 34.     (W)     SCALED    
 GA1620* NAVD 88     -       507.147  (meters)    1663.86   (feet)  ADJUSTED  
 GA1620  ___________________________________________________________________
 GA1620  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA1620  DYNAMIC HT  -         506.712 (meters)    1662.44  (feet)  COMP
 GA1620  MODELED GRAV-     979,756.5   (mgal)                       NAVD 88
 GA1620
 GA1620  VERT ORDER  -  SECOND    CLASS 0
 GA1620
 GA1620.The horizontal coordinates were scaled from a topographic map and have
 GA1620.an estimated accuracy of +/- 6 seconds.
 GA1620
 GA1620.The orthometric height was determined by differential leveling
 GA1620.and adjusted by the National Geodetic Survey in June 1991..
 GA1620
 GA1620.The geoid height was determined by GEOID03.
 GA1620
 GA1620.The dynamic height is computed by dividing the NAVD 88
 GA1620.geopotential number by the normal gravity value computed on the
 GA1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1620.degrees latitude (g = 980.6199 gals.).
 GA1620
 GA1620.The modeled gravity was interpolated from observed gravity values.
 GA1620
 GA1620;                    North         East    Units  Estimated Accuracy
 GA1620;SPC KY1Z     - 1,065,560.    1,713,050.      MT  (+/- 180 meters Scaled)
 GA1620
 GA1620                          SUPERSEDED SURVEY CONTROL
 GA1620
 GA1620  NGVD 29 (??/??/92)  507.287  (m)         1664.32   (f) ADJ UNCH    2 0
 GA1620
 GA1620.Superseded values are not recommended for survey control.
 GA1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1620.See file dsdata.txt to determine how the superseded data were derived.
 GA1620
 GA1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA897863(NAD 83)
 GA1620_MARKER: DB = BENCH MARK DISK
 GA1620_SETTING: 66 = SET IN ROCK OUTCROP
 GA1620_SP_SET: OUTCROP
 GA1620_STAMPING: E 255 1951 1664.324
 GA1620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1620+STABILITY: POSITION/ELEVATION WELL
 GA1620
 GA1620  HISTORY     - Date     Condition        Report By
 GA1620  HISTORY     - 1951     MONUMENTED       CGS
 GA1620  HISTORY     - 1957     GOOD             NGS
 GA1620  HISTORY     - 1978     MARK NOT FOUND   USGS
 GA1620
 GA1620                          STATION DESCRIPTION
 GA1620
 GA1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA1620'11 MI NE FROM STONY FORK.
 GA1620'ABOUT 11.05 MILES NORTHEAST ALONG STATE HIGHWAY 221 FROM THE
 GA1620'BAPTIST CHURCH AT STONY FORK, ABOUT 0.9 MILE SOUTHWEST OF JUNCTION
 GA1620'OF U.S. HIGHWAY 421, ABOUT 1.05 MILES NORTHEAST OF STRAIGHT
 GA1620'CREEK BAPTIST CHURCH, ON THE OUTSIDE OF A SHARP CURVE WITH TANGENTS
 GA1620'EXTENDING EAST AND SOUTH, ON THE SOUTHWEST SLOPE OF A MOUNTAIN,
 GA1620'IN THE TOP OF EAST END OF A LONG SLANTING OUTCROP OF ROCK, 21
 GA1620'FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 15 FEET WEST OF WEST
 GA1620'CORNER OF AN 8-FOOT LOG CULVERT, 87 FEET WEST AND ACROSS
 GA1620'HIGHWAY FROM THE WEST CORNER OF A SMALL STORE AND ABOUT 3 FEET
 GA1620'ABOVE LEVEL OF HIGHWAY.
 GA1620
 GA1620                          STATION RECOVERY (1957)
 GA1620
 GA1620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1620'RECOVERED IN GOOD CONDITION.
 GA1620
 GA1620                          STATION RECOVERY (1978)
 GA1620
 GA1620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GA1620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2194 ***********************************************************************
 GZ2194  DESIGNATION -  E 256
 GZ2194  PID         -  GZ2194
 GZ2194  STATE/COUNTY-  KY/GREEN
 GZ2194  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ2194
 GZ2194                         *CURRENT SURVEY CONTROL
 GZ2194  ___________________________________________________________________
 GZ2194* NAD 83(1986)-  37 18 17.     (N)    085 31 39.     (W)     SCALED    
 GZ2194* NAVD 88     -       177.869  (meters)     583.56   (feet)  ADJUSTED  
 GZ2194  ___________________________________________________________________
 GZ2194  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GZ2194  DYNAMIC HT  -         177.732 (meters)     583.11  (feet)  COMP
 GZ2194  MODELED GRAV-     979,856.8   (mgal)                       NAVD 88
 GZ2194
 GZ2194  VERT ORDER  -  SECOND    CLASS 0
 GZ2194
 GZ2194.The horizontal coordinates were scaled from a topographic map and have
 GZ2194.an estimated accuracy of +/- 6 seconds.
 GZ2194
 GZ2194.The orthometric height was determined by differential leveling
 GZ2194.and adjusted by the National Geodetic Survey in June 1991..
 GZ2194
 GZ2194.The geoid height was determined by GEOID03.
 GZ2194
 GZ2194.The dynamic height is computed by dividing the NAVD 88
 GZ2194.geopotential number by the normal gravity value computed on the
 GZ2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2194.degrees latitude (g = 980.6199 gals.).
 GZ2194
 GZ2194.The modeled gravity was interpolated from observed gravity values.
 GZ2194
 GZ2194;                    North         East    Units  Estimated Accuracy
 GZ2194;SPC KY1Z     - 1,107,830.    1,519,730.      MT  (+/- 180 meters Scaled)
 GZ2194
 GZ2194                          SUPERSEDED SURVEY CONTROL
 GZ2194
 GZ2194  NGVD 29 (??/??/92)  178.016  (m)          584.04   (f) ADJ UNCH    2 0
 GZ2194
 GZ2194.Superseded values are not recommended for survey control.
 GZ2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2194.See file dsdata.txt to determine how the superseded data were derived.
 GZ2194
 GZ2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG304296(NAD 83)
 GZ2194_MARKER: DB = BENCH MARK DISK
 GZ2194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2194_SP_SET: ABUTMENT
 GZ2194_STAMPING: E 256 1951
 GZ2194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2194
 GZ2194  HISTORY     - Date     Condition        Report By
 GZ2194  HISTORY     - 1951     MONUMENTED       CGS
 GZ2194
 GZ2194                          STATION DESCRIPTION
 GZ2194
 GZ2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2194'3.2 MI NW FROM GREENSBURG.
 GZ2194'ABOUT 3.25 MILES NORTHWEST ALONG STATE HIGHWAY 61 FROM THE JUNCTION
 GZ2194'OF U.S. HIGHWAY 68 AT GREENSBURG, ABOUT 1.9 MILES SOUTHEAST
 GZ2194'OF THE POST OFFICE AT SUMMERSVILLE, SET IN THE TOP OF THE
 GZ2194'EAST END OF THE SOUTH ABUTMENT OF A 175-FOOT CONCRETE BRIDGE
 GZ2194'OVER PITMAN CREEK, 15 FEET EAST OF THE CENTER LINE OF HIGHWAY
 GZ2194'AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2043 ***********************************************************************
 GZ2043  DESIGNATION -  E 257
 GZ2043  PID         -  GZ2043
 GZ2043  STATE/COUNTY-  KY/HART
 GZ2043  USGS QUAD   -  HAMMONVILLE (1982)
 GZ2043
 GZ2043                         *CURRENT SURVEY CONTROL
 GZ2043  ___________________________________________________________________
 GZ2043* NAD 83(1986)-  37 24 53.     (N)    085 47 53.     (W)     SCALED    
 GZ2043* NAVD 88     -       216.150  (meters)     709.15   (feet)  ADJUSTED  
 GZ2043  ___________________________________________________________________
 GZ2043  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GZ2043  DYNAMIC HT  -         215.981 (meters)     708.60  (feet)  COMP
 GZ2043  MODELED GRAV-     979,845.0   (mgal)                       NAVD 88
 GZ2043
 GZ2043  VERT ORDER  -  SECOND    CLASS 0
 GZ2043
 GZ2043.The horizontal coordinates were scaled from a topographic map and have
 GZ2043.an estimated accuracy of +/- 6 seconds.
 GZ2043
 GZ2043.The orthometric height was determined by differential leveling
 GZ2043.and adjusted by the National Geodetic Survey in June 1991..
 GZ2043
 GZ2043.The geoid height was determined by GEOID03.
 GZ2043
 GZ2043.The dynamic height is computed by dividing the NAVD 88
 GZ2043.geopotential number by the normal gravity value computed on the
 GZ2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2043.degrees latitude (g = 980.6199 gals.).
 GZ2043
 GZ2043.The modeled gravity was interpolated from observed gravity values.
 GZ2043
 GZ2043;                    North         East    Units  Estimated Accuracy
 GZ2043;SPC KY1Z     - 1,120,020.    1,495,750.      MT  (+/- 180 meters Scaled)
 GZ2043
 GZ2043                          SUPERSEDED SURVEY CONTROL
 GZ2043
 GZ2043  NGVD 29 (??/??/92)  216.271  (m)          709.55   (f) ADJ UNCH    2 0
 GZ2043
 GZ2043.Superseded values are not recommended for survey control.
 GZ2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2043.See file dsdata.txt to determine how the superseded data were derived.
 GZ2043
 GZ2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG063415(NAD 83)
 GZ2043_MARKER: DB = BENCH MARK DISK
 GZ2043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2043_SP_SET: CONCRETE GUARD RAIL
 GZ2043_STAMPING: E 257 1951
 GZ2043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2043
 GZ2043  HISTORY     - Date     Condition        Report By
 GZ2043  HISTORY     - 1951     MONUMENTED       CGS
 GZ2043  HISTORY     - 1982     GOOD             KYDT
 GZ2043
 GZ2043                          STATION DESCRIPTION
 GZ2043
 GZ2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2043'0.1 MI S FROM HAMMONVILLE.
 GZ2043'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 357 FROM THE BAPTIST
 GZ2043'CHURCH AND CEMETERY AND JUNCTION OF GRAVEL ROAD SOUTHEAST AT
 GZ2043'HAMMONVILLE, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 GZ2043'GUARD RAIL OF A 75-FOOT CONCRETE BRIDGE OVER A CREEK, 11 FEET
 GZ2043'EAST OF THE CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT ABOVE THE
 GZ2043'HIGHWAY.
 GZ2043
 GZ2043                          STATION RECOVERY (1982)
 GZ2043
 GZ2043'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1997 ***********************************************************************
 GZ1997  DESIGNATION -  E 258
 GZ1997  PID         -  GZ1997
 GZ1997  STATE/COUNTY-  KY/HART
 GZ1997  USGS QUAD   -  CANMER (1987)
 GZ1997
 GZ1997                         *CURRENT SURVEY CONTROL
 GZ1997  ___________________________________________________________________
 GZ1997* NAD 83(1986)-  37 16 18.     (N)    085 51 34.     (W)     SCALED    
 GZ1997* NAVD 88     -       180.744  (meters)     592.99   (feet)  ADJUSTED  
 GZ1997  ___________________________________________________________________
 GZ1997  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GZ1997  DYNAMIC HT  -         180.605 (meters)     592.53  (feet)  COMP
 GZ1997  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 GZ1997
 GZ1997  VERT ORDER  -  SECOND    CLASS 0
 GZ1997
 GZ1997.The horizontal coordinates were scaled from a topographic map and have
 GZ1997.an estimated accuracy of +/- 6 seconds.
 GZ1997
 GZ1997.The orthometric height was determined by differential leveling
 GZ1997.and adjusted by the National Geodetic Survey in June 1991..
 GZ1997
 GZ1997.The geoid height was determined by GEOID03.
 GZ1997
 GZ1997.The dynamic height is computed by dividing the NAVD 88
 GZ1997.geopotential number by the normal gravity value computed on the
 GZ1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1997.degrees latitude (g = 980.6199 gals.).
 GZ1997
 GZ1997.The modeled gravity was interpolated from observed gravity values.
 GZ1997
 GZ1997;                    North         East    Units  Estimated Accuracy
 GZ1997;SPC KY1Z     - 1,104,150.    1,490,290.      MT  (+/- 180 meters Scaled)
 GZ1997
 GZ1997                          SUPERSEDED SURVEY CONTROL
 GZ1997
 GZ1997  NGVD 29 (??/??/92)  180.868  (m)          593.40   (f) ADJ UNCH    2 0
 GZ1997
 GZ1997.Superseded values are not recommended for survey control.
 GZ1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1997.See file dsdata.txt to determine how the superseded data were derived.
 GZ1997
 GZ1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG011256(NAD 83)
 GZ1997_MARKER: DB = BENCH MARK DISK
 GZ1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1997_STAMPING: E 258 1951
 GZ1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1997+STABILITY: SURFACE MOTION
 GZ1997
 GZ1997  HISTORY     - Date     Condition        Report By
 GZ1997  HISTORY     - 1951     MONUMENTED       CGS
 GZ1997
 GZ1997                          STATION DESCRIPTION
 GZ1997
 GZ1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1997'2.4 MI SE FROM MUNFORDVILLE.
 GZ1997'ABOUT 0.95 MILE SOUTH ALONG U.S. HIGHWAY 31W FROM THE COURT
 GZ1997'HOUSE AT MUNFORDVILLE, THENCE ABOUT 1.45 MILES EAST ALONG STATE
 GZ1997'HIGHWAY 88, ON THE OUTSIDE AND AT THE EAST END OF A CURVE WITH
 GZ1997'TANGENTS EXTENDING EAST AND SOUTHWEST, AT THE JUNCTION OF A
 GZ1997'PRIVATE ROAD NORTH, 28 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 GZ1997'10 FEET WEST OF CENTER LINE OF PRIVATE ROAD, 16 FEET NORTH OF
 GZ1997'THE WEST END OF AN 18-INCH PIPE CULVERT UNDER PRIVATE ROAD,
 GZ1997'16 1/2 FEET WEST AND ACROSS PRIVATE ROAD FROM A FENCE CORNER, 1
 GZ1997'FOOT SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN
 GZ1997'WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 GZ1997'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2669 ***********************************************************************
 GA2669  DESIGNATION -  E 26
 GA2669  PID         -  GA2669
 GA2669  STATE/COUNTY-  KY/BELL
 GA2669  USGS QUAD   -  BALKAN (1974)
 GA2669
 GA2669                         *CURRENT SURVEY CONTROL
 GA2669  ___________________________________________________________________
 GA2669* NAD 83(1986)-  36 45 37.     (N)    083 35 05.     (W)     SCALED    
 GA2669* NAVD 88     -       324.127  (meters)    1063.41   (feet)  ADJUSTED  
 GA2669  ___________________________________________________________________
 GA2669  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GA2669  DYNAMIC HT  -         323.848 (meters)    1062.49  (feet)  COMP
 GA2669  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 GA2669
 GA2669  VERT ORDER  -  SECOND    CLASS 0
 GA2669
 GA2669.The horizontal coordinates were scaled from a topographic map and have
 GA2669.an estimated accuracy of +/- 6 seconds.
 GA2669
 GA2669.The orthometric height was determined by differential leveling
 GA2669.and adjusted by the National Geodetic Survey in June 1991..
 GA2669
 GA2669.The geoid height was determined by GEOID03.
 GA2669
 GA2669.The dynamic height is computed by dividing the NAVD 88
 GA2669.geopotential number by the normal gravity value computed on the
 GA2669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2669.degrees latitude (g = 980.6199 gals.).
 GA2669
 GA2669.The modeled gravity was interpolated from observed gravity values.
 GA2669
 GA2669;                    North         East    Units  Estimated Accuracy
 GA2669;SPC KY1Z     - 1,049,630.    1,693,340.      MT  (+/- 180 meters Scaled)
 GA2669
 GA2669                          SUPERSEDED SURVEY CONTROL
 GA2669
 GA2669  NGVD 29 (??/??/92)  324.278  (m)         1063.90   (f) ADJ UNCH    2 0
 GA2669
 GA2669.Superseded values are not recommended for survey control.
 GA2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2669.See file dsdata.txt to determine how the superseded data were derived.
 GA2669
 GA2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA692713(NAD 83)
 GA2669_MARKER: DB = BENCH MARK DISK
 GA2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2669_STAMPING: E 26 1934 1063.902
 GA2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2669+STABILITY: SURFACE MOTION
 GA2669
 GA2669  HISTORY     - Date     Condition        Report By
 GA2669  HISTORY     - 1934     MONUMENTED       CGS
 GA2669  HISTORY     - 1952     GOOD             NGS
 GA2669  HISTORY     - 1957     GOOD             NGS
 GA2669
 GA2669                          STATION DESCRIPTION
 GA2669
 GA2669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GA2669'AT MIRACLE.
 GA2669'AT MIRACLE, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, AT A
 GA2669'GRAVEL ROAD CROSSING AND ROAD BRIDGE OVER CUMBERLAND RIVER, 36
 GA2669'FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST TRACK, 24 FEET
 GA2669'SOUTHWEST OF CENTER LINE OF ROAD, 12 1/2 FEET SOUTH-SOUTHEAST OF
 GA2669'CROSSING WARNING SIGN POST, 13 FEET NORTH OF THE NORTH CORNER
 GA2669'OF A SMALL STORE BUILDING, ABOUT 37 YARDS SOUTHEAST AND ACROSS
 GA2669'TRACK FROM SOUTHEAST END OF BRIDGE, ABOUT 2 FEET BELOW LEVEL OF
 GA2669'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GA2669
 GA2669                          STATION RECOVERY (1957)
 GA2669
 GA2669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2117 ***********************************************************************
 GZ2117  DESIGNATION -  E 260
 GZ2117  PID         -  GZ2117
 GZ2117  STATE/COUNTY-  KY/METCALFE
 GZ2117  USGS QUAD   -  SULPHUR WELL (1976)
 GZ2117
 GZ2117                         *CURRENT SURVEY CONTROL
 GZ2117  ___________________________________________________________________
 GZ2117* NAD 83(1986)-  37 05 59.     (N)    085 38 05.     (W)     SCALED    
 GZ2117* NAVD 88     -       186.310  (meters)     611.25   (feet)  ADJUSTED  
 GZ2117  ___________________________________________________________________
 GZ2117  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GZ2117  DYNAMIC HT  -         186.162 (meters)     610.77  (feet)  COMP
 GZ2117  MODELED GRAV-     979,831.7   (mgal)                       NAVD 88
 GZ2117
 GZ2117  VERT ORDER  -  SECOND    CLASS 0
 GZ2117
 GZ2117.The horizontal coordinates were scaled from a topographic map and have
 GZ2117.an estimated accuracy of +/- 6 seconds.
 GZ2117
 GZ2117.The orthometric height was determined by differential leveling
 GZ2117.and adjusted by the National Geodetic Survey in June 1991..
 GZ2117
 GZ2117.The geoid height was determined by GEOID03.
 GZ2117
 GZ2117.The dynamic height is computed by dividing the NAVD 88
 GZ2117.geopotential number by the normal gravity value computed on the
 GZ2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2117.degrees latitude (g = 980.6199 gals.).
 GZ2117
 GZ2117.The modeled gravity was interpolated from observed gravity values.
 GZ2117
 GZ2117;                    North         East    Units  Estimated Accuracy
 GZ2117;SPC KY1Z     - 1,085,060.    1,510,250.      MT  (+/- 180 meters Scaled)
 GZ2117
 GZ2117                          SUPERSEDED SURVEY CONTROL
 GZ2117
 GZ2117  NGVD 29 (??/??/92)  186.453  (m)          611.72   (f) ADJ UNCH    2 0
 GZ2117
 GZ2117.Superseded values are not recommended for survey control.
 GZ2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2117.See file dsdata.txt to determine how the superseded data were derived.
 GZ2117
 GZ2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG213068(NAD 83)
 GZ2117_MARKER: DB = BENCH MARK DISK
 GZ2117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2117_SP_SET: ABUTMENT
 GZ2117_STAMPING: E 260 1951
 GZ2117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2117
 GZ2117  HISTORY     - Date     Condition        Report By
 GZ2117  HISTORY     - 1951     MONUMENTED       CGS
 GZ2117
 GZ2117                          STATION DESCRIPTION
 GZ2117
 GZ2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2117'AT SULPHUR WELL.
 GZ2117'AT SULPHUR WELL, ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 70 FROM
 GZ2117'THE POST OFFICE, SET IN THE TOP OF THE WEST END OF THE SOUTH
 GZ2117'ABUTMENT OF A CONCRETE BRIDGE OVER WEST FORK OF LITTLE BARREN
 GZ2117'RIVER, 16 FEET WEST OF THE CENTER LINE OF HIGHWAY AND ABOUT
 GZ2117'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2300 ***********************************************************************
 GZ2300  DESIGNATION -  E 261
 GZ2300  PID         -  GZ2300
 GZ2300  STATE/COUNTY-  KY/HARDIN
 GZ2300  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2300
 GZ2300                         *CURRENT SURVEY CONTROL
 GZ2300  ___________________________________________________________________
 GZ2300* NAD 83(1986)-  37 41 38.     (N)    085 51 34.     (W)     SCALED    
 GZ2300* NAVD 88     -       222.666  (meters)     730.53   (feet)  ADJUSTED  
 GZ2300  ___________________________________________________________________
 GZ2300  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GZ2300  DYNAMIC HT  -         222.499 (meters)     729.98  (feet)  COMP
 GZ2300  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 GZ2300
 GZ2300  VERT ORDER  -  FIRST     CLASS II
 GZ2300
 GZ2300.The horizontal coordinates were scaled from a topographic map and have
 GZ2300.an estimated accuracy of +/- 6 seconds.
 GZ2300
 GZ2300.The orthometric height was determined by differential leveling
 GZ2300.and adjusted by the National Geodetic Survey in June 1991..
 GZ2300
 GZ2300.The geoid height was determined by GEOID03.
 GZ2300
 GZ2300.The dynamic height is computed by dividing the NAVD 88
 GZ2300.geopotential number by the normal gravity value computed on the
 GZ2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2300.degrees latitude (g = 980.6199 gals.).
 GZ2300
 GZ2300.The modeled gravity was interpolated from observed gravity values.
 GZ2300
 GZ2300;                    North         East    Units  Estimated Accuracy
 GZ2300;SPC KY1Z     - 1,151,000.    1,490,350.      MT  (+/- 180 meters Scaled)
 GZ2300
 GZ2300                          SUPERSEDED SURVEY CONTROL
 GZ2300
 GZ2300  NGVD 29 (??/??/92)  222.784  (m)          730.92   (f) ADJ UNCH    1 2
 GZ2300
 GZ2300.Superseded values are not recommended for survey control.
 GZ2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2300.See file dsdata.txt to determine how the superseded data were derived.
 GZ2300
 GZ2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG005724(NAD 83)
 GZ2300_MARKER: DB = BENCH MARK DISK
 GZ2300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2300_SP_SET: BUILDING WALL
 GZ2300_STAMPING: E 261 1951
 GZ2300_MARK LOGO: CGS   
 GZ2300_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2300
 GZ2300  HISTORY     - Date     Condition        Report By
 GZ2300  HISTORY     - 1951     MONUMENTED       CGS
 GZ2300  HISTORY     - 1982     GOOD             KYDT
 GZ2300  HISTORY     - 19940420 GOOD             KYDT
 GZ2300
 GZ2300                          STATION DESCRIPTION
 GZ2300
 GZ2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2300'AT ELIZABETHTOWN.
 GZ2300'AT ELIZABETHTOWN, VERTICALLY IN THE SOUTHEAST FACE AT EAST CORNER
 GZ2300'OF POST OFFICE, 11 FEET SOUTHWEST OF CORNER AND 2 1/2 FEET ABOVE
 GZ2300'GROUND.
 GZ2300
 GZ2300                          STATION RECOVERY (1982)
 GZ2300
 GZ2300'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2300'RECOVERED IN GOOD CONDITION.
 GZ2300
 GZ2300                          STATION RECOVERY (1994)
 GZ2300
 GZ2300'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RH)
 GZ2300'IN ELIZABETHTOWN, SET VERTICALLY IN THE SOUTHEAST FACE OF THE PUBLIC
 GZ2300'LIBRARY, FORMERLY US POST OFFICE, 23.8 FEET (7.3 M) SOUTHWEST OF
 GZ2300'CORNER AND 2.5 FEET (0.8 M) ABOVE GROUND.  THE PUBLIC LIBRARY IS IN
 GZ2300'THE NORTH QUAD OF US 31W AND US 62 INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2028 ***********************************************************************
 GB2028  DESIGNATION -  E 263
 GB2028  PID         -  GB2028
 GB2028  STATE/COUNTY-  KY/BARREN
 GB2028  USGS QUAD   -  TEMPLE HILL (1981)
 GB2028
 GB2028                         *CURRENT SURVEY CONTROL
 GB2028  ___________________________________________________________________
 GB2028* NAD 83(1986)-  36 56 52.     (N)    085 46 34.     (W)     SCALED    
 GB2028* NAVD 88     -       243.334  (meters)     798.34   (feet)  ADJUSTED  
 GB2028  ___________________________________________________________________
 GB2028  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GB2028  DYNAMIC HT  -         243.136 (meters)     797.69  (feet)  COMP
 GB2028  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 GB2028
 GB2028  VERT ORDER  -  SECOND    CLASS 0
 GB2028
 GB2028.The horizontal coordinates were scaled from a topographic map and have
 GB2028.an estimated accuracy of +/- 6 seconds.
 GB2028
 GB2028.The orthometric height was determined by differential leveling
 GB2028.and adjusted by the National Geodetic Survey in June 1991..
 GB2028
 GB2028.The geoid height was determined by GEOID03.
 GB2028
 GB2028.The dynamic height is computed by dividing the NAVD 88
 GB2028.geopotential number by the normal gravity value computed on the
 GB2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2028.degrees latitude (g = 980.6199 gals.).
 GB2028
 GB2028.The modeled gravity was interpolated from observed gravity values.
 GB2028
 GB2028;                    North         East    Units  Estimated Accuracy
 GB2028;SPC KY1Z     - 1,068,200.    1,497,670.      MT  (+/- 180 meters Scaled)
 GB2028
 GB2028                          SUPERSEDED SURVEY CONTROL
 GB2028
 GB2028  NGVD 29 (??/??/92)  243.476  (m)          798.80   (f) ADJ UNCH    2 0
 GB2028
 GB2028.Superseded values are not recommended for survey control.
 GB2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2028.See file dsdata.txt to determine how the superseded data were derived.
 GB2028
 GB2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF089897(NAD 83)
 GB2028_MARKER: DB = BENCH MARK DISK
 GB2028_SETTING: 66 = SET IN ROCK OUTCROP
 GB2028_SP_SET: ROCK OUTCROP
 GB2028_STAMPING: E 263 1951 798.804
 GB2028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2028+STABILITY: POSITION/ELEVATION WELL
 GB2028
 GB2028  HISTORY     - Date     Condition        Report By
 GB2028  HISTORY     - 1951     MONUMENTED       CGS
 GB2028  HISTORY     - 1958     GOOD             NGS
 GB2028
 GB2028                          STATION DESCRIPTION
 GB2028
 GB2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2028'4.4 MI N FROM EIGHTY EIGHT.
 GB2028'ABOUT 1.75 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE CHURCH
 GB2028'OF CHRIST AND CEMETERY AT EIGHTY EIGHT, THENCE ABOUT 2.65 MILES
 GB2028'NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.1 MILE EAST OF THE
 GB2028'JUNCTION OF A ROAD SOUTH AT KINO, ABOUT 0.15 MILE WEST OF A ROAD
 GB2028'NORTH, ON THE EAST SLOPE OF A HILL, AT THE EAST DRIVE TO A HOUSE
 GB2028'WHICH IS SOUTH OF ROAD, SET IN ABOUT THE HIGHEST POINT OF A
 GB2028'LARGE MASS OF FLAT ROCK OUTCROP, 28 FEET SOUTH OF CENTER LINE
 GB2028'OF ROAD, 30 FEET SOUTHEAST OF CENTER LINE OF DRIVE, 42 FEET
 GB2028'SOUTHWEST OF A POWER POLE WHICH IS IN A FENCE CORNER, AND ABOUT
 GB2028'2 FEET BELOW THE ROAD.  NOTE-- MARK MAY BE REACHED FROM THE POST
 GB2028'OFFICE AT RANDOLPH BY GOING ABOUT 2.95 MILES SOUTHWEST ALONG
 GB2028'STATE HIGHWAY 640, THENCE ABOUT 1.75 MILES WEST ALONG A GRAVEL
 GB2028'ROAD.
 GB2028
 GB2028                          STATION RECOVERY (1958)
 GB2028
 GB2028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2832 ***********************************************************************
 GA2832  DESIGNATION -  E 264
 GA2832  PID         -  GA2832
 GA2832  STATE/COUNTY-  KY/KNOX
 GA2832  USGS QUAD   -  SCALF (1979)
 GA2832
 GA2832                         *CURRENT SURVEY CONTROL
 GA2832  ___________________________________________________________________
 GA2832* NAD 83(1986)-  36 53 10.     (N)    083 42 31.     (W)     SCALED    
 GA2832* NAVD 88     -       305.688  (meters)    1002.91   (feet)  ADJUSTED  
 GA2832  ___________________________________________________________________
 GA2832  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GA2832  DYNAMIC HT  -         305.434 (meters)    1002.08  (feet)  COMP
 GA2832  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 GA2832
 GA2832  VERT ORDER  -  SECOND    CLASS 0
 GA2832
 GA2832.The horizontal coordinates were scaled from a topographic map and have
 GA2832.an estimated accuracy of +/- 6 seconds.
 GA2832
 GA2832.The orthometric height was determined by differential leveling
 GA2832.and adjusted by the National Geodetic Survey in June 1991..
 GA2832
 GA2832.The geoid height was determined by GEOID03.
 GA2832
 GA2832.The dynamic height is computed by dividing the NAVD 88
 GA2832.geopotential number by the normal gravity value computed on the
 GA2832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2832.degrees latitude (g = 980.6199 gals.).
 GA2832
 GA2832.The modeled gravity was interpolated from observed gravity values.
 GA2832
 GA2832;                    North         East    Units  Estimated Accuracy
 GA2832;SPC KY1Z     - 1,063,340.    1,681,970.      MT  (+/- 180 meters Scaled)
 GA2832
 GA2832                          SUPERSEDED SURVEY CONTROL
 GA2832
 GA2832  NGVD 29 (??/??/92)  305.843  (m)         1003.42   (f) ADJ UNCH    2 0
 GA2832
 GA2832.Superseded values are not recommended for survey control.
 GA2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2832.See file dsdata.txt to determine how the superseded data were derived.
 GA2832
 GA2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA586856(NAD 83)
 GA2832_MARKER: DB = BENCH MARK DISK
 GA2832_SETTING: 66 = SET IN ROCK OUTCROP
 GA2832_SP_SET: SET IN ROCK OUTCROP
 GA2832_STAMPING: E 264 1951 1003.420
 GA2832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2832+STABILITY: POSITION/ELEVATION WELL
 GA2832
 GA2832  HISTORY     - Date     Condition        Report By
 GA2832  HISTORY     - 1951     MONUMENTED       CGS
 GA2832  HISTORY     - 1957     GOOD             NGS
 GA2832  HISTORY     - 1977     MARK NOT FOUND   USGS
 GA2832
 GA2832                          STATION DESCRIPTION
 GA2832
 GA2832'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2832'1.8 MI NE FROM DEWITT.
 GA2832'1.75 MILES NORTHEAST ALONG STATE HIGHWAY 223 FROM THE SCHOOL AT
 GA2832'DEWITT, ABOUT 0.1 MILE SOUTHWEST OF JUNCTION OF A ROAD SOUTHEAST,
 GA2832'AT THE JUNCTION OF A DIM ROAD LEADING SOUTHEAST, ON THE INSIDE OF
 GA2832'A CURVE WITH TANGENT EXTENDING NORTH AND SOUTHWEST, IN THE TOP
 GA2832'OF A SHELF OF A LONG BENCH ROCK CUT, 18 FEET NORTHWEST OF CENTER
 GA2832'LINE OF HIGHWAY, 33 FEET SOUTHWEST OF EXTENDED CENTER LINE OF
 GA2832'DIM ROAD LEADING SOUTHEAST, 6 FEET NORTHEAST OF A 4-INCH SCRUB
 GA2832'SYCAMORE TREE AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
 GA2832
 GA2832                          STATION RECOVERY (1957)
 GA2832
 GA2832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2832'RECOVERED IN GOOD CONDITION.
 GA2832
 GA2832                          STATION RECOVERY (1977)
 GA2832
 GA2832'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GA2832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2799 ***********************************************************************
 GA2799  DESIGNATION -  E 265
 GA2799  PID         -  GA2799
 GA2799  STATE/COUNTY-  KY/BELL
 GA2799  USGS QUAD   -  BALKAN (1974)
 GA2799
 GA2799                         *CURRENT SURVEY CONTROL
 GA2799  ___________________________________________________________________
 GA2799* NAD 83(1986)-  36 52 27.     (N)    083 36 43.     (W)     SCALED    
 GA2799* NAVD 88     -       366.832  (meters)    1203.51   (feet)  ADJUSTED  
 GA2799  ___________________________________________________________________
 GA2799  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GA2799  DYNAMIC HT  -         366.520 (meters)    1202.49  (feet)  COMP
 GA2799  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 GA2799
 GA2799  VERT ORDER  -  SECOND    CLASS 0
 GA2799
 GA2799.The horizontal coordinates were scaled from a topographic map and have
 GA2799.an estimated accuracy of +/- 6 seconds.
 GA2799
 GA2799.The orthometric height was determined by differential leveling
 GA2799.and adjusted by the National Geodetic Survey in June 1991..
 GA2799
 GA2799.The geoid height was determined by GEOID03.
 GA2799
 GA2799.The dynamic height is computed by dividing the NAVD 88
 GA2799.geopotential number by the normal gravity value computed on the
 GA2799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2799.degrees latitude (g = 980.6199 gals.).
 GA2799
 GA2799.The modeled gravity was interpolated from observed gravity values.
 GA2799
 GA2799;                    North         East    Units  Estimated Accuracy
 GA2799;SPC KY1Z     - 1,062,210.    1,690,620.      MT  (+/- 180 meters Scaled)
 GA2799
 GA2799                          SUPERSEDED SURVEY CONTROL
 GA2799
 GA2799  NGVD 29 (??/??/92)  366.978  (m)         1203.99   (f) ADJ UNCH    2 0
 GA2799
 GA2799.Superseded values are not recommended for survey control.
 GA2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2799.See file dsdata.txt to determine how the superseded data were derived.
 GA2799
 GA2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA671840(NAD 83)
 GA2799_MARKER: DB = BENCH MARK DISK
 GA2799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2799_SP_SET: CULVERT
 GA2799_STAMPING: E 265 1951 1203.994
 GA2799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2799
 GA2799  HISTORY     - Date     Condition        Report By
 GA2799  HISTORY     - 1951     MONUMENTED       CGS
 GA2799  HISTORY     - 1957     GOOD             NGS
 GA2799
 GA2799                          STATION DESCRIPTION
 GA2799
 GA2799'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2799'1.2 MI S FROM FIELD.
 GA2799'1.15 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 GA2799'AND CROCKETT BAPTIST CHURCH AT FIELD, ABOUT 0.3 MILE NORTH OF
 GA2799'GUTHERIE SCHOOL, ABOUT 0.2 MILE SOUTH OF A COAL CHUTE THAT IS
 GA2799'OVER HIGHWAY, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GA2799'SOUTHWEST AND NORTHWEST, AT A SMALL MINE VILLAGE, IN THE TOP OF THE
 GA2799'NORTH END OF THE EAST HEAD WALL OF A 5-FOOT CONCRETE CULVERT,
 GA2799'16 FEET EAST OF CENTER LINE OF HIGHWAY, 270 FEET SOUTH OF CENTER
 GA2799'OF JUNCTION OF HIGHWAY AND A ROAD WEST TO COAL CHUTE AND ABOUT
 GA2799'2 FEET BELOW LEVEL OF HIGHWAY.
 GA2799
 GA2799                          STATION RECOVERY (1957)
 GA2799
 GA2799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2126 ***********************************************************************
 GB2126  DESIGNATION -  E 266
 GB2126  PID         -  GB2126
 GB2126  STATE/COUNTY-  KY/MONROE
 GB2126  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB2126
 GB2126                         *CURRENT SURVEY CONTROL
 GB2126  ___________________________________________________________________
 GB2126* NAD 83(1986)-  36 42 16.     (N)    085 41 23.     (W)     SCALED    
 GB2126* NAVD 88     -       288.726  (meters)     947.26   (feet)  ADJUSTED  
 GB2126  ___________________________________________________________________
 GB2126  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB2126  DYNAMIC HT  -         288.482 (meters)     946.46  (feet)  COMP
 GB2126  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GB2126
 GB2126  VERT ORDER  -  SECOND    CLASS 0
 GB2126
 GB2126.The horizontal coordinates were scaled from a topographic map and have
 GB2126.an estimated accuracy of +/- 6 seconds.
 GB2126
 GB2126.The orthometric height was determined by differential leveling
 GB2126.and adjusted by the National Geodetic Survey in June 1991..
 GB2126
 GB2126.The geoid height was determined by GEOID03.
 GB2126
 GB2126.The dynamic height is computed by dividing the NAVD 88
 GB2126.geopotential number by the normal gravity value computed on the
 GB2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2126.degrees latitude (g = 980.6199 gals.).
 GB2126
 GB2126.The modeled gravity was interpolated from observed gravity values.
 GB2126
 GB2126;                    North         East    Units  Estimated Accuracy
 GB2126;SPC KY1Z     - 1,041,190.    1,505,390.      MT  (+/- 180 meters Scaled)
 GB2126
 GB2126                          SUPERSEDED SURVEY CONTROL
 GB2126
 GB2126  NGVD 29 (??/??/92)  288.850  (m)          947.67   (f) ADJ UNCH    2 0
 GB2126
 GB2126.Superseded values are not recommended for survey control.
 GB2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2126.See file dsdata.txt to determine how the superseded data were derived.
 GB2126
 GB2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF170628(NAD 83)
 GB2126_MARKER: DB = BENCH MARK DISK
 GB2126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB2126_SP_SET: WATER TOWER LEG BASE
 GB2126_STAMPING: E 266 1951
 GB2126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2126
 GB2126  HISTORY     - Date     Condition        Report By
 GB2126  HISTORY     - 1951     MONUMENTED       CGS
 GB2126
 GB2126                          STATION DESCRIPTION
 GB2126
 GB2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2126'AT TOMPKINSVILLE.
 GB2126'AT TOMPKINSVILLE, ABOUT 0.3 MILE NORTHEAST ALONG STATE HIGHWAY
 GB2126'163 FROM THE COURT HOUSE, ABOUT 60 YARDS NORTHWEST OF HIGHWAY,
 GB2126'IN THE TOP OF NORTHEAST CORNER OF CONCRETE BASE OF SOUTH LEG FOR
 GB2126'CITY WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2136 ***********************************************************************
 GB2136  DESIGNATION -  E 267
 GB2136  PID         -  GB2136
 GB2136  STATE/COUNTY-  KY/MONROE
 GB2136  USGS QUAD   -  DUBRE (1953)
 GB2136
 GB2136                         *CURRENT SURVEY CONTROL
 GB2136  ___________________________________________________________________
 GB2136* NAD 83(1986)-  36 46 51.     (N)    085 35 41.     (W)     SCALED    
 GB2136* NAVD 88     -       291.322  (meters)     955.78   (feet)  ADJUSTED  
 GB2136  ___________________________________________________________________
 GB2136  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GB2136  DYNAMIC HT  -         291.085 (meters)     955.00  (feet)  COMP
 GB2136  MODELED GRAV-     979,808.3   (mgal)                       NAVD 88
 GB2136
 GB2136  VERT ORDER  -  SECOND    CLASS 0
 GB2136
 GB2136.The horizontal coordinates were scaled from a topographic map and have
 GB2136.an estimated accuracy of +/- 6 seconds.
 GB2136
 GB2136.The orthometric height was determined by differential leveling
 GB2136.and adjusted by the National Geodetic Survey in June 1991..
 GB2136
 GB2136.The geoid height was determined by GEOID03.
 GB2136
 GB2136.The dynamic height is computed by dividing the NAVD 88
 GB2136.geopotential number by the normal gravity value computed on the
 GB2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2136.degrees latitude (g = 980.6199 gals.).
 GB2136
 GB2136.The modeled gravity was interpolated from observed gravity values.
 GB2136
 GB2136;                    North         East    Units  Estimated Accuracy
 GB2136;SPC KY1Z     - 1,049,680.    1,513,860.      MT  (+/- 180 meters Scaled)
 GB2136
 GB2136                          SUPERSEDED SURVEY CONTROL
 GB2136
 GB2136  NGVD 29 (??/??/92)  291.455  (m)          956.22   (f) ADJ UNCH    2 0
 GB2136
 GB2136.Superseded values are not recommended for survey control.
 GB2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2136.See file dsdata.txt to determine how the superseded data were derived.
 GB2136
 GB2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF253714(NAD 83)
 GB2136_MARKER: DB = BENCH MARK DISK
 GB2136_SETTING: 66 = SET IN ROCK OUTCROP
 GB2136_SP_SET: ROCK OUTCROP
 GB2136_STAMPING: E 267 1951
 GB2136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2136+STABILITY: POSITION/ELEVATION WELL
 GB2136
 GB2136  HISTORY     - Date     Condition        Report By
 GB2136  HISTORY     - 1951     MONUMENTED       CGS
 GB2136
 GB2136                          STATION DESCRIPTION
 GB2136
 GB2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2136'13 MI NE FROM TOMPKINSVILLE.
 GB2136'ABOUT 6.65 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE COURT
 GB2136'HOUSE AT TOMPKINSVILLE, THENCE ABOUT 2.55 MILES EAST ALONG A
 GB2136'GRAVEL ROAD, THENCE ABOUT 2.65 MILES EAST ALONG A NARROW GRAVEL
 GB2136'ROAD, THENCE ABOUT 1.1 MILES NORTHEAST AND EAST ALONG A WOODS
 GB2136'ROAD WHICH PARTLY FOLLOWS TOP OF A RIDGE, ABOUT 53 YARDS EAST
 GB2136'OF THE TOP OF A GRADE, 22 FEET NORTH-NORTHWEST AND DIRECTLY ACROSS
 GB2136'WOODS ROAD FROM A TRIANGULAR BLAZED 12-INCH OAK TREE, 12 FEET
 GB2136'NORTH-NORTHWEST OF CENTER LINE OF ROAD, IN THE TOP OF A FLAT
 GB2136'OUTCROP OF ROCK THAT IS PART OF A ROCK LEDGE WHICH EXTENDS TO
 GB2136'ABOUT THE CENTER OF ROAD AND ABOUT 1/2 FOOT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2099 ***********************************************************************
 GB2099  DESIGNATION -  E 268
 GB2099  PID         -  GB2099
 GB2099  STATE/COUNTY-  KY/BARREN
 GB2099  USGS QUAD   -  TEMPLE HILL (1981)
 GB2099
 GB2099                         *CURRENT SURVEY CONTROL
 GB2099  ___________________________________________________________________
 GB2099* NAD 83(1986)-  36 54 21.     (N)    085 47 05.     (W)     SCALED    
 GB2099* NAVD 88     -       255.403  (meters)     837.93   (feet)  ADJUSTED  
 GB2099  ___________________________________________________________________
 GB2099  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB2099  DYNAMIC HT  -         255.195 (meters)     837.25  (feet)  COMP
 GB2099  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 GB2099
 GB2099  VERT ORDER  -  SECOND    CLASS 0
 GB2099
 GB2099.The horizontal coordinates were scaled from a topographic map and have
 GB2099.an estimated accuracy of +/- 6 seconds.
 GB2099
 GB2099.The orthometric height was determined by differential leveling
 GB2099.and adjusted by the National Geodetic Survey in June 1991..
 GB2099
 GB2099.The geoid height was determined by GEOID03.
 GB2099
 GB2099.The dynamic height is computed by dividing the NAVD 88
 GB2099.geopotential number by the normal gravity value computed on the
 GB2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2099.degrees latitude (g = 980.6199 gals.).
 GB2099
 GB2099.The modeled gravity was interpolated from observed gravity values.
 GB2099
 GB2099;                    North         East    Units  Estimated Accuracy
 GB2099;SPC KY1Z     - 1,063,540.    1,496,910.      MT  (+/- 180 meters Scaled)
 GB2099
 GB2099                          SUPERSEDED SURVEY CONTROL
 GB2099
 GB2099  NGVD 29 (??/??/92)  255.543  (m)          838.39   (f) ADJ UNCH    2 0
 GB2099
 GB2099.Superseded values are not recommended for survey control.
 GB2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2099.See file dsdata.txt to determine how the superseded data were derived.
 GB2099
 GB2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF082851(NAD 83)
 GB2099_MARKER: DB = BENCH MARK DISK
 GB2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2099_STAMPING: E 268 1951
 GB2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2099+STABILITY: SURFACE MOTION
 GB2099
 GB2099  HISTORY     - Date     Condition        Report By
 GB2099  HISTORY     - 1951     MONUMENTED       CGS
 GB2099
 GB2099                          STATION DESCRIPTION
 GB2099
 GB2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2099'1 MI S FROM EIGHTY EIGHT.
 GB2099'ABOUT 0.55 MILE SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE
 GB2099'CHURCH OF CHRIST AT EIGHTY EIGHT, THENCE ABOUT 0.4 MILE SOUTH
 GB2099'ALONG A NARROW GRAVEL ROAD, ABOUT 0.1 MILE NORTHWEST OF THE
 GB2099'TOP OF A GRADE AND A BARN, AT BREAK IN GRADE AND ON OUTSIDE
 GB2099'OF A CURVE WITH TANGENTS SOUTH AND NORTHWEST, 17 1/2 FEET
 GB2099'NORTH-NORTHEAST OF CENTER LINE OF ROAD, 7 FEET NORTHWEST OF A
 GB2099'FENCE CORNER WITH A WALNUT AND OAK TREE IN CORNER, 17 FEET
 GB2099'SOUTHEAST OF CENTER LINE OF A DRIVE TO A FIELD, 5 FEET EAST OF A
 GB2099'14-INCH WHITE OAK TREE, ABOUT 1 FOOT ABOVE ROAD AND SET IN THE
 GB2099'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1046 ***********************************************************************
 GB1046  DESIGNATION -  E 269
 GB1046  PID         -  GB1046
 GB1046  STATE/COUNTY-  KY/MCCREARY
 GB1046  USGS QUAD   -  BARTHELL (1982)
 GB1046
 GB1046                         *CURRENT SURVEY CONTROL
 GB1046  ___________________________________________________________________
 GB1046* NAD 83(1986)-  36 42 27.     (N)    084 35 09.     (W)     SCALED    
 GB1046* NAVD 88     -       247.935  (meters)     813.43   (feet)  ADJUSTED  
 GB1046  ___________________________________________________________________
 GB1046  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GB1046  DYNAMIC HT  -         247.738 (meters)     812.79  (feet)  COMP
 GB1046  MODELED GRAV-     979,828.5   (mgal)                       NAVD 88
 GB1046
 GB1046  VERT ORDER  -  SECOND    CLASS 0
 GB1046
 GB1046.The horizontal coordinates were scaled from a topographic map and have
 GB1046.an estimated accuracy of +/- 6 seconds.
 GB1046
 GB1046.The orthometric height was determined by differential leveling
 GB1046.and adjusted by the National Geodetic Survey in June 1991..
 GB1046
 GB1046.The geoid height was determined by GEOID03.
 GB1046
 GB1046.The dynamic height is computed by dividing the NAVD 88
 GB1046.geopotential number by the normal gravity value computed on the
 GB1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1046.degrees latitude (g = 980.6199 gals.).
 GB1046
 GB1046.The modeled gravity was interpolated from observed gravity values.
 GB1046
 GB1046;                    North         East    Units  Estimated Accuracy
 GB1046;SPC KY1Z     - 1,042,180.    1,604,030.      MT  (+/- 180 meters Scaled)
 GB1046
 GB1046                          SUPERSEDED SURVEY CONTROL
 GB1046
 GB1046  NGVD 29 (??/??/92)  248.080  (m)          813.91   (f) ADJ UNCH    2 0
 GB1046
 GB1046.Superseded values are not recommended for survey control.
 GB1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1046.See file dsdata.txt to determine how the superseded data were derived.
 GB1046
 GB1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF156651(NAD 83)
 GB1046_MARKER: DB = BENCH MARK DISK
 GB1046_SETTING: 66 = SET IN ROCK OUTCROP
 GB1046_SP_SET: ROCK CUT
 GB1046_STAMPING: E 269 1951 813.909
 GB1046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1046+STABILITY: POSITION/ELEVATION WELL
 GB1046
 GB1046  HISTORY     - Date     Condition        Report By
 GB1046  HISTORY     - 1951     MONUMENTED       CGS
 GB1046  HISTORY     - 1957     GOOD             NGS
 GB1046
 GB1046                          STATION DESCRIPTION
 GB1046
 GB1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1046'2.8 MI SW FROM YAMACRAW.
 GB1046'ABOUT 2.85 MILES SOUTHWEST ALONG THE KENTUCKY AND TENNESSEE RAILROAD
 GB1046'FROM THE BRIDGE OVER SOUTH FORK OF CUMBERLAND RIVER AT YAMACRAW,
 GB1046'ABOUT 0.45 MILE WEST OF PAINT CLIFF SCHOOL, ABOUT 0.25 MILE WEST
 GB1046'OF A BRIDGE OVER WHITE OAK CREEK, ABOUT 0.3 MILE WEST OF A SMALL
 GB1046'ROAD CROSSING, SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK
 GB1046'CUT, ABOUT 1.2 FEET BELOW TOP OF CUT, SOUTHEAST AND DIRECTLY ACROSS
 GB1046'TRACK FROM TELEPHONE POLE NO. 296, 8 1/2 FEET SOUTHEAST OF SOUTHEAST
 GB1046'RAIL, 27 FEET SOUTHWEST OF SOUTHEAST END OF A 15-INCH PIPE CULVERT
 GB1046'UNDER TRACK AND ABOUT 2 1/2 FEET ABOVE LEVEL OF TRACK.  NOTE-- MARK
 GB1046'IS ABOUT 0.5 MILE NORTHEAST OF RAILROAD JUNCTION OF WHITE OAK
 GB1046'JUNCTION.
 GB1046
 GB1046                          STATION RECOVERY (1957)
 GB1046
 GB1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1517 ***********************************************************************
 GA1517  DESIGNATION -  E 27
 GA1517  PID         -  GA1517
 GA1517  STATE/COUNTY-  KY/HARLAN
 GA1517  USGS QUAD   -  HARLAN (1978)
 GA1517
 GA1517                         *CURRENT SURVEY CONTROL
 GA1517  ___________________________________________________________________
 GA1517* NAD 83(1986)-  36 49 46.     (N)    083 19 35.     (W)     SCALED    
 GA1517* NAVD 88     -       360.366  (meters)    1182.30   (feet)  ADJUSTED  
 GA1517  ___________________________________________________________________
 GA1517  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA1517  DYNAMIC HT  -         360.054 (meters)    1181.28  (feet)  COMP
 GA1517  MODELED GRAV-     979,755.2   (mgal)                       NAVD 88
 GA1517
 GA1517  VERT ORDER  -  SECOND    CLASS 0
 GA1517
 GA1517.The horizontal coordinates were scaled from a topographic map and have
 GA1517.an estimated accuracy of +/- 6 seconds.
 GA1517
 GA1517.The orthometric height was determined by differential leveling
 GA1517.and adjusted by the National Geodetic Survey in June 1991..
 GA1517
 GA1517.The geoid height was determined by GEOID03.
 GA1517
 GA1517.The dynamic height is computed by dividing the NAVD 88
 GA1517.geopotential number by the normal gravity value computed on the
 GA1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1517.degrees latitude (g = 980.6199 gals.).
 GA1517
 GA1517.The modeled gravity was interpolated from observed gravity values.
 GA1517
 GA1517;                    North         East    Units  Estimated Accuracy
 GA1517;SPC KY1Z     - 1,057,870.    1,716,200.      MT  (+/- 180 meters Scaled)
 GA1517
 GA1517                          SUPERSEDED SURVEY CONTROL
 GA1517
 GA1517  NGVD 29 (??/??/92)  360.510  (m)         1182.77   (f) ADJ UNCH    2 0
 GA1517
 GA1517.Superseded values are not recommended for survey control.
 GA1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1517.See file dsdata.txt to determine how the superseded data were derived.
 GA1517
 GA1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA925784(NAD 83)
 GA1517_MARKER: DB = BENCH MARK DISK
 GA1517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1517_SP_SET: ABUTMENT
 GA1517_STAMPING: E 27 1934 1182.773
 GA1517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1517+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 GA1517
 GA1517  HISTORY     - Date     Condition        Report By
 GA1517  HISTORY     - 1934     MONUMENTED       CGS
 GA1517  HISTORY     - 1952     GOOD             NGS
 GA1517  HISTORY     - 1956     GOOD             NGS
 GA1517  HISTORY     - 20010515 GOOD             KYDT
 GA1517
 GA1517                          STATION DESCRIPTION
 GA1517
 GA1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GA1517'1.3 MI S FROM HARLAN.
 GA1517'ABOUT 0.2 MILE NORTHWEST AND ABOUT 1.1 MILES SOUTH ALONG THE
 GA1517'LOUISVILLE AND NASHVILLE RAILROAD FROM THE STATION AT HARLAN,
 GA1517'ABOUT 0.2 MILE SOUTH OF MILE POST 243, ABOUT 4 RAILS NORTH OF
 GA1517'THE CROSSING OF STATE HIGHWAY 72, IN THE TOP OF THE WEST END
 GA1517'OF THE SOUTH ABUTMENT OF RAILROAD BRIDGE NO. 1 OVER CATRON
 GA1517'CREEK, 6 FEET WEST OF WEST RAIL, 1 FOOT EAST OF WEST END OF
 GA1517'ABUTMENT AND ABOUT 2 FEET BELOW LEVEL OF TRACK.  NOTE-- MARK IS
 GA1517'REACHED BY HIGHWAY FROM THE L. AND N. RR STATION AT HARLAN BY
 GA1517'GOING ABOUT 0.9 MILE SOUTH ALONG U.S. HIGHWAY 421, THENCE
 GA1517'ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 72 TO RAILROAD
 GA1517'CROSSING.
 GA1517
 GA1517                          STATION RECOVERY (1956)
 GA1517
 GA1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1517'RECOVERED IN GOOD CONDITION.
 GA1517
 GA1517                          STATION RECOVERY (2001)
 GA1517
 GA1517'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1517'MARK IS ABOUT 26 YARDS NORTH OF CENTERLINE OF KY 72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1271 ***********************************************************************
 GB1271  DESIGNATION -  E 270
 GB1271  PID         -  GB1271
 GB1271  STATE/COUNTY-  KY/MCCREARY
 GB1271  USGS QUAD   -  NEVELSVILLE (1983)
 GB1271
 GB1271                         *CURRENT SURVEY CONTROL
 GB1271  ___________________________________________________________________
 GB1271* NAD 83(1986)-  36 45 48.     (N)    084 36 23.     (W)     SCALED    
 GB1271* NAVD 88     -       299.659  (meters)     983.13   (feet)  ADJUSTED  
 GB1271  ___________________________________________________________________
 GB1271  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GB1271  DYNAMIC HT  -         299.417 (meters)     982.34  (feet)  COMP
 GB1271  MODELED GRAV-     979,814.2   (mgal)                       NAVD 88
 GB1271
 GB1271  VERT ORDER  -  SECOND    CLASS 0
 GB1271
 GB1271.The horizontal coordinates were scaled from a topographic map and have
 GB1271.an estimated accuracy of +/- 6 seconds.
 GB1271
 GB1271.The orthometric height was determined by differential leveling
 GB1271.and adjusted by the National Geodetic Survey in June 1991..
 GB1271
 GB1271.The geoid height was determined by GEOID03.
 GB1271
 GB1271.The dynamic height is computed by dividing the NAVD 88
 GB1271.geopotential number by the normal gravity value computed on the
 GB1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1271.degrees latitude (g = 980.6199 gals.).
 GB1271
 GB1271.The modeled gravity was interpolated from observed gravity values.
 GB1271
 GB1271;                    North         East    Units  Estimated Accuracy
 GB1271;SPC KY1Z     - 1,048,350.    1,602,120.      MT  (+/- 180 meters Scaled)
 GB1271
 GB1271                          SUPERSEDED SURVEY CONTROL
 GB1271
 GB1271  NGVD 29 (??/??/92)  299.800  (m)          983.59   (f) ADJ UNCH    2 0
 GB1271
 GB1271.Superseded values are not recommended for survey control.
 GB1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1271.See file dsdata.txt to determine how the superseded data were derived.
 GB1271
 GB1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF136712(NAD 83)
 GB1271_MARKER: DB = BENCH MARK DISK
 GB1271_SETTING: 66 = SET IN ROCK OUTCROP
 GB1271_SP_SET: SANDSTONE
 GB1271_STAMPING: E 270 1951 983.594
 GB1271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1271+STABILITY: POSITION/ELEVATION WELL
 GB1271
 GB1271  HISTORY     - Date     Condition        Report By
 GB1271  HISTORY     - 1951     MONUMENTED       CGS
 GB1271  HISTORY     - 1957     GOOD             NGS
 GB1271
 GB1271                          STATION DESCRIPTION
 GB1271
 GB1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1271'3.3 MI SE FROM RITNER.
 GB1271'ABOUT 3.3 MILES SOUTHEAST ALONG A ROUGH ROCKY ROAD FROM THE
 GB1271'POST OFFICE AT RITNER, ABOUT 2.95 MILES SOUTHEAST OF FORD
 GB1271'ACROSS LITTLE SOUTH FORK RIVER, ABOUT 0.6 MILE SOUTHEAST OF
 GB1271'DRIVE SOUTHWEST AND UPHILL TO ROCK SPRINGS CHURCH AND CEMETERY,
 GB1271'ABOUT 0.35 MILE SOUTHEAST AND UPHILL FROM AN OLD SAW MILL SITE
 GB1271'AND BOTTOM OF GRADE, ABOUT 170 YARDS NORTHWEST OF DIAGONAL CROSSING
 GB1271'OF CREEK BRANCH, IN THE TOP AND NEAR CENTER OF A FLAT MOSTLY
 GB1271'EMBEDDED SANDSTONE ABOUT 4 BY 4 FEET AND PROJECTING ABOUT 1/2
 GB1271'FOOT AT ITS EAST CORNER, 20 FEET NORTHEAST OF CENTER LINE OF ROAD
 GB1271'AND ABOUT LEVEL WITH ROAD.
 GB1271
 GB1271                          STATION RECOVERY (1957)
 GB1271
 GB1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0513 ***********************************************************************
 GY0513  DESIGNATION -  E 271
 GY0513  PID         -  GY0513
 GY0513  STATE/COUNTY-  KY/PIKE
 GY0513  USGS QUAD   -  BELFRY (1992)
 GY0513
 GY0513                         *CURRENT SURVEY CONTROL
 GY0513  ___________________________________________________________________
 GY0513* NAD 83(1986)-  37 31 04.     (N)    082 15 06.     (W)     SCALED    
 GY0513* NAVD 88     -       531.749  (meters)    1744.58   (feet)  ADJUSTED  
 GY0513  ___________________________________________________________________
 GY0513  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GY0513  DYNAMIC HT  -         531.337 (meters)    1743.23  (feet)  COMP
 GY0513  MODELED GRAV-     979,837.1   (mgal)                       NAVD 88
 GY0513
 GY0513  VERT ORDER  -  SECOND    CLASS 0
 GY0513
 GY0513.The horizontal coordinates were scaled from a topographic map and have
 GY0513.an estimated accuracy of +/- 6 seconds.
 GY0513
 GY0513.The orthometric height was determined by differential leveling
 GY0513.and adjusted by the National Geodetic Survey in June 1991..
 GY0513
 GY0513.The geoid height was determined by GEOID03.
 GY0513
 GY0513.The dynamic height is computed by dividing the NAVD 88
 GY0513.geopotential number by the normal gravity value computed on the
 GY0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0513.degrees latitude (g = 980.6199 gals.).
 GY0513
 GY0513.The modeled gravity was interpolated from observed gravity values.
 GY0513
 GY0513;                    North         East    Units  Estimated Accuracy
 GY0513;SPC KY1Z     - 1,137,250.    1,809,170.      MT  (+/- 180 meters Scaled)
 GY0513
 GY0513                          SUPERSEDED SURVEY CONTROL
 GY0513
 GY0513  NGVD 29 (??/??/92)  531.955  (m)         1745.26   (f) ADJ UNCH    2 0
 GY0513
 GY0513.Superseded values are not recommended for survey control.
 GY0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0513.See file dsdata.txt to determine how the superseded data were derived.
 GY0513
 GY0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB893530(NAD 83)
 GY0513_MARKER: DB = BENCH MARK DISK
 GY0513_SETTING: 66 = SET IN ROCK OUTCROP
 GY0513_SP_SET: ROCK CUT
 GY0513_STAMPING: E 271 1952 1745.256
 GY0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0513+STABILITY: POSITION/ELEVATION WELL
 GY0513
 GY0513  HISTORY     - Date     Condition        Report By
 GY0513  HISTORY     - 1952     MONUMENTED       CGS
 GY0513  HISTORY     - 1956     POOR             NGS
 GY0513
 GY0513                          STATION DESCRIPTION
 GY0513
 GY0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0513'2.4 MI S FROM MC VEIGH.
 GY0513'0.15 MILE SOUTH ALONG STATE HIGHWAY 199 FROM THE POST OFFICE AT
 GY0513'MC VEIGH, THENCE 2.25 MILES SOUTHWEST AND SOUTH ALONG A STEEP
 GY0513'ROUGH MOUNTAIN ROAD, 0.65 MILE NORTHEAST OF THE TOP OF MC VEIGH
 GY0513'MOUNTAIN, ON THE INSIDE OF A SHORT CURVE WITH TANGENTS EXTENDING
 GY0513'SOUTHWEST AND NORTHWEST, SET IN THE TOP OF A SMALL LEDGE AT THE
 GY0513'BOTTOM OF A ROCK CUT, 11 FEET WEST OF THE CENTER OF ROAD, 6.5
 GY0513'FEET SOUTH AND ABOUT 2 FEET BELOW A 12-INCH TRIANGLE CHISELED
 GY0513'IN FACE OF ROCK, ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1622 ***********************************************************************
 GA1622  DESIGNATION -  E 272
 GA1622  PID         -  GA1622
 GA1622  STATE/COUNTY-  KY/LESLIE
 GA1622  USGS QUAD   -  HELTON (1983)
 GA1622
 GA1622                         *CURRENT SURVEY CONTROL
 GA1622  ___________________________________________________________________
 GA1622* NAD 83(1986)-  36 54 29.     (N)    083 29 30.     (W)     SCALED    
 GA1622* NAVD 88     -       576.390  (meters)    1891.04   (feet)  ADJUSTED  
 GA1622  ___________________________________________________________________
 GA1622  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA1622  DYNAMIC HT  -         575.906 (meters)    1889.45  (feet)  COMP
 GA1622  MODELED GRAV-     979,771.7   (mgal)                       NAVD 88
 GA1622
 GA1622  VERT ORDER  -  SECOND    CLASS 0
 GA1622
 GA1622.The horizontal coordinates were scaled from a topographic map and have
 GA1622.an estimated accuracy of +/- 6 seconds.
 GA1622
 GA1622.The orthometric height was determined by differential leveling
 GA1622.and adjusted by the National Geodetic Survey in June 1991..
 GA1622
 GA1622.The geoid height was determined by GEOID03.
 GA1622
 GA1622.The dynamic height is computed by dividing the NAVD 88
 GA1622.geopotential number by the normal gravity value computed on the
 GA1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1622.degrees latitude (g = 980.6199 gals.).
 GA1622
 GA1622.The modeled gravity was interpolated from observed gravity values.
 GA1622
 GA1622;                    North         East    Units  Estimated Accuracy
 GA1622;SPC KY1Z     - 1,066,220.    1,701,250.      MT  (+/- 180 meters Scaled)
 GA1622
 GA1622                          SUPERSEDED SURVEY CONTROL
 GA1622
 GA1622  NGVD 29 (??/??/92)  576.542  (m)         1891.54   (f) ADJ UNCH    2 0
 GA1622
 GA1622.Superseded values are not recommended for survey control.
 GA1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1622.See file dsdata.txt to determine how the superseded data were derived.
 GA1622
 GA1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA780875(NAD 83)
 GA1622_MARKER: DB = BENCH MARK DISK
 GA1622_SETTING: 66 = SET IN ROCK OUTCROP
 GA1622_SP_SET: OUTCROP
 GA1622_STAMPING: E 272 1952 1891.538
 GA1622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1622+STABILITY: POSITION/ELEVATION WELL
 GA1622
 GA1622  HISTORY     - Date     Condition        Report By
 GA1622  HISTORY     - 1952     MONUMENTED       CGS
 GA1622  HISTORY     - 1957     POOR             NGS
 GA1622
 GA1622                          STATION DESCRIPTION
 GA1622
 GA1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1622'2.8 MI NW FROM SAYLOR.
 GA1622'ABOUT 2.75 MILES NORTHWEST ALONG A ROCKY ROAD LEADING TO BEVERLY
 GA1622'FROM THE POST OFFICE AT SAYLOR, ABOUT 3.35 MILES SOUTHEAST ALONG
 GA1622'ROUGH ROCKY ROAD LEADING TO SAYLOR FROM RED BIRD MISSION HIGH
 GA1622'SCHOOL AND CHURCH AT BEVERLY, ABOUT 0.3 MILE SOUTHEAST OF
 GA1622'BELL-LESLIE COUNTY LINE, ON THE OUTSIDE OF A SHARP TURN WITH
 GA1622'TANGENTS EXTENDING WEST AND SOUTHWEST, SET VERTICALLY IN THE
 GA1622'SOUTHWEST FACE OF A PYRAMID SHAPED OUTCROP OF ROCK, 18 FEET EAST
 GA1622'OF CENTER LINE OF ROAD AT CENTER OF CURVE, 33 FEET NORTH OF EAST
 GA1622'END OF THE NORTH ONE OF TWO 18-INCH PIPE CULVERTS AND ABOUT 2
 GA1622'FEET ABOVE LEVEL OF ROAD.
 GA1622
 GA1622                          STATION RECOVERY (1957)
 GA1622
 GA1622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1622'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2768 ***********************************************************************
 GA2768  DESIGNATION -  E 273
 GA2768  PID         -  GA2768
 GA2768  STATE/COUNTY-  KY/BELL
 GA2768  USGS QUAD   -  VARILLA (1991)
 GA2768
 GA2768                         *CURRENT SURVEY CONTROL
 GA2768  ___________________________________________________________________
 GA2768* NAD 83(1986)-  36 44 54.     (N)    083 34 46.     (W)     SCALED    
 GA2768* NAVD 88     -       322.145  (meters)    1056.90   (feet)  ADJUSTED  
 GA2768  ___________________________________________________________________
 GA2768  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GA2768  DYNAMIC HT  -         321.867 (meters)    1055.99  (feet)  COMP
 GA2768  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 GA2768
 GA2768  VERT ORDER  -  SECOND    CLASS 0
 GA2768
 GA2768.The horizontal coordinates were scaled from a topographic map and have
 GA2768.an estimated accuracy of +/- 6 seconds.
 GA2768
 GA2768.The orthometric height was determined by differential leveling
 GA2768.and adjusted by the National Geodetic Survey in June 1991..
 GA2768
 GA2768.The geoid height was determined by GEOID03.
 GA2768
 GA2768.The dynamic height is computed by dividing the NAVD 88
 GA2768.geopotential number by the normal gravity value computed on the
 GA2768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2768.degrees latitude (g = 980.6199 gals.).
 GA2768
 GA2768.The modeled gravity was interpolated from observed gravity values.
 GA2768
 GA2768;                    North         East    Units  Estimated Accuracy
 GA2768;SPC KY1Z     - 1,048,320.    1,693,840.      MT  (+/- 180 meters Scaled)
 GA2768
 GA2768                          SUPERSEDED SURVEY CONTROL
 GA2768
 GA2768  NGVD 29 (??/??/92)  322.295  (m)         1057.40   (f) ADJ UNCH    2 0
 GA2768
 GA2768.Superseded values are not recommended for survey control.
 GA2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2768.See file dsdata.txt to determine how the superseded data were derived.
 GA2768
 GA2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA697700(NAD 83)
 GA2768_MARKER: DB = BENCH MARK DISK
 GA2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2768_STAMPING: E 273 1952 1057.396
 GA2768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2768+STABILITY: SURFACE MOTION
 GA2768
 GA2768  HISTORY     - Date     Condition        Report By
 GA2768  HISTORY     - 1952     MONUMENTED       CGS
 GA2768  HISTORY     - 1957     GOOD             NGS
 GA2768
 GA2768                          STATION DESCRIPTION
 GA2768
 GA2768'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA2768'0.9 MI SE FROM MIRACLE.
 GA2768'0.9 MILE SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING BROWNIES CREEK
 GA2768'FROM THE CROSSING OF LOUISVILLE AND NASHVILLE RAILROAD AND A
 GA2768'BRIDGE OVER CUMBERLAND RIVER AT MIRACLE, ABOUT 1.1 MILES NORTHWEST
 GA2768'OF A SIDE ROAD EAST, AT THE JUNCTION OF A NARROW SIDE ROAD
 GA2768'LEADING WEST, 20 FEET SOUTHWEST OF CENTER LINE OF ROAD, 11 FEET
 GA2768'NORTH OF CENTER LINE OF ROAD WEST, 2 FEET SOUTHWEST OF A FENCE
 GA2768'CORNER, 1 1/2 FEET SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE
 GA2768'WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF MAIN ROAD, ABOUT
 GA2768'LEVEL WITH ROAD WEST AND SET IN THE TOP OF A CONCRETE POST
 GA2768'PROJECTING 3 INCHES.
 GA2768
 GA2768                          STATION RECOVERY (1957)
 GA2768
 GA2768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1596 ***********************************************************************
 GA1596  DESIGNATION -  E 274
 GA1596  PID         -  GA1596
 GA1596  STATE/COUNTY-  KY/HARLAN
 GA1596  USGS QUAD   -  EWING (1978)
 GA1596
 GA1596                         *CURRENT SURVEY CONTROL
 GA1596  ___________________________________________________________________
 GA1596* NAD 83(1986)-  36 42 46.     (N)    083 24 39.     (W)     SCALED    
 GA1596* NAVD 88     -       860.675  (meters)    2823.73   (feet)  ADJUSTED  
 GA1596  ___________________________________________________________________
 GA1596  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GA1596  DYNAMIC HT  -         859.905 (meters)    2821.20  (feet)  COMP
 GA1596  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 GA1596
 GA1596  VERT ORDER  -  SECOND    CLASS 0
 GA1596
 GA1596.The horizontal coordinates were scaled from a topographic map and have
 GA1596.an estimated accuracy of +/- 6 seconds.
 GA1596
 GA1596.The orthometric height was determined by differential leveling
 GA1596.and adjusted by the National Geodetic Survey in June 1991..
 GA1596
 GA1596.The geoid height was determined by GEOID03.
 GA1596
 GA1596.The dynamic height is computed by dividing the NAVD 88
 GA1596.geopotential number by the normal gravity value computed on the
 GA1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1596.degrees latitude (g = 980.6199 gals.).
 GA1596
 GA1596.The modeled gravity was interpolated from observed gravity values.
 GA1596
 GA1596;                    North         East    Units  Estimated Accuracy
 GA1596;SPC KY1Z     - 1,044,730.    1,709,000.      MT  (+/- 180 meters Scaled)
 GA1596
 GA1596                          SUPERSEDED SURVEY CONTROL
 GA1596
 GA1596  NGVD 29 (??/??/92)  860.815  (m)         2824.19   (f) ADJ UNCH    2 0
 GA1596
 GA1596.Superseded values are not recommended for survey control.
 GA1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1596.See file dsdata.txt to determine how the superseded data were derived.
 GA1596
 GA1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA846657(NAD 83)
 GA1596_MARKER: DB = BENCH MARK DISK
 GA1596_SETTING: 66 = SET IN ROCK OUTCROP
 GA1596_SP_SET: CUT
 GA1596_STAMPING: E 274 1952
 GA1596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1596+STABILITY: POSITION/ELEVATION WELL
 GA1596
 GA1596  HISTORY     - Date     Condition        Report By
 GA1596  HISTORY     - 1952     MONUMENTED       CGS
 GA1596  HISTORY     - 1957     MARK NOT FOUND   NGS
 GA1596
 GA1596                          STATION DESCRIPTION
 GA1596
 GA1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1596'5 MI SE FROM ALVA.
 GA1596'ABOUT 3.05 MILES SOUTHEAST ALONG A GRAVEL AND DIRT ROAD FROM THE
 GA1596'FIRST BAPTIST CHURCH AT ALVA, THENCE ABOUT 1.95 MILES WEST ALONG
 GA1596'A MOUNTAIN ROAD, ABOUT 0.95 MILE EAST OF A SIDE ROAD NORTHEAST,
 GA1596'AT THE NORTH END OF A CURVE WITH TANGENTS EXTENDING NORTH AND
 GA1596'WEST, SET VERTICALLY IN THE EAST FACE OF ROCK CUT THAT EXTENDS
 GA1596'ALL THE WAY INSIDE THE CUT, 10 FEET WEST OF CENTER LINE OF ROAD,
 GA1596'1 1/2 FEET ABOVE GROUND AND ABOUT 2 1/2 FEET ABOVE ROAD.
 GA1596
 GA1596                          STATION RECOVERY (1957)
 GA1596
 GA1596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1630 ***********************************************************************
 GA1630  DESIGNATION -  E 275
 GA1630  PID         -  GA1630
 GA1630  STATE/COUNTY-  KY/HARLAN
 GA1630  USGS QUAD   -  BLEDSOE (1980)
 GA1630
 GA1630                         *CURRENT SURVEY CONTROL
 GA1630  ___________________________________________________________________
 GA1630* NAD 83(1986)-  36 53 56.     (N)    083 18 36.     (W)     SCALED    
 GA1630* NAVD 88     -       804.866  (meters)    2640.63   (feet)  ADJUSTED  
 GA1630  ___________________________________________________________________
 GA1630  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1630  DYNAMIC HT  -         804.185 (meters)    2638.40  (feet)  COMP
 GA1630  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 GA1630
 GA1630  VERT ORDER  -  SECOND    CLASS 0
 GA1630
 GA1630.The horizontal coordinates were scaled from a topographic map and have
 GA1630.an estimated accuracy of +/- 6 seconds.
 GA1630
 GA1630.The orthometric height was determined by differential leveling
 GA1630.and adjusted by the National Geodetic Survey in June 1991..
 GA1630
 GA1630.The geoid height was determined by GEOID03.
 GA1630
 GA1630.The dynamic height is computed by dividing the NAVD 88
 GA1630.geopotential number by the normal gravity value computed on the
 GA1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1630.degrees latitude (g = 980.6199 gals.).
 GA1630
 GA1630.The modeled gravity was interpolated from observed gravity values.
 GA1630
 GA1630;                    North         East    Units  Estimated Accuracy
 GA1630;SPC KY1Z     - 1,065,610.    1,717,460.      MT  (+/- 180 meters Scaled)
 GA1630
 GA1630                          SUPERSEDED SURVEY CONTROL
 GA1630
 GA1630  NGVD 29 (??/??/92)  805.025  (m)         2641.15   (f) ADJ UNCH    2 0
 GA1630
 GA1630.Superseded values are not recommended for survey control.
 GA1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1630.See file dsdata.txt to determine how the superseded data were derived.
 GA1630
 GA1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA941861(NAD 83)
 GA1630_MARKER: DB = BENCH MARK DISK
 GA1630_SETTING: 66 = SET IN ROCK OUTCROP
 GA1630_SP_SET: OUTCROP
 GA1630_STAMPING: E 275 1952 2641.153
 GA1630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1630+STABILITY: POSITION/ELEVATION WELL
 GA1630
 GA1630  HISTORY     - Date     Condition        Report By
 GA1630  HISTORY     - 1952     MONUMENTED       CGS
 GA1630  HISTORY     - 1956     GOOD             NGS
 GA1630  HISTORY     - 1978     MARK NOT FOUND   USGS
 GA1630
 GA1630                          STATION DESCRIPTION
 GA1630
 GA1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1630'3.9 MI N FROM BAXTER.
 GA1630'ABOUT 3.9 MILES NORTH ALONG U.S. HIGHWAY 421 FROM THE CROSSING
 GA1630'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT BAXTER, ABOUT 0.1
 GA1630'MILE SOUTHEAST OF THE TOP OF A MOUNTAIN, ON THE INSIDE OF A SHARP
 GA1630'CURVE WITH TANGENTS EXTENDING SOUTH AND WEST AND AT THE JUNCTION
 GA1630'OF A SIDE ROAD EAST, IN THE TOP OF A LARGE OUTCROP OF ROCK, 29
 GA1630'FEET WEST OF CENTER LINE OF HIGHWAY, 66 FEET NORTHWEST OF CENTER
 GA1630'OF JUNCTION, 28 FEET NORTHWEST OF NORTHWEST END OF AN 18-INCH SKEW
 GA1630'PIPE CULVERT, 132 FEET NORTHWEST AND ACROSS HIGHWAY FROM THE WEST
 GA1630'CORNER OF BURKHART AND SON GROCERY STORE, AND ABOUT 3 FEET ABOVE
 GA1630'LEVEL OF HIGHWAY.
 GA1630
 GA1630                          STATION RECOVERY (1956)
 GA1630
 GA1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1630'RECOVERED IN GOOD CONDITION.
 GA1630
 GA1630                          STATION RECOVERY (1978)
 GA1630
 GA1630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GA1630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2334 ***********************************************************************
 GY2334  DESIGNATION -  E 276
 GY2334  PID         -  GY2334
 GY2334  STATE/COUNTY-  KY/LESLIE
 GY2334  USGS QUAD   -  HOSKINSTON (1980)
 GY2334
 GY2334                         *CURRENT SURVEY CONTROL
 GY2334  ___________________________________________________________________
 GY2334* NAD 83(1986)-  37 03 50.     (N)    083 24 11.     (W)     SCALED    
 GY2334* NAVD 88     -       283.506  (meters)     930.14   (feet)  ADJUSTED  
 GY2334  ___________________________________________________________________
 GY2334  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GY2334  DYNAMIC HT  -         283.276 (meters)     929.38  (feet)  COMP
 GY2334  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 GY2334
 GY2334  VERT ORDER  -  SECOND    CLASS 0
 GY2334
 GY2334.The horizontal coordinates were scaled from a topographic map and have
 GY2334.an estimated accuracy of +/- 6 seconds.
 GY2334
 GY2334.The orthometric height was determined by differential leveling
 GY2334.and adjusted by the National Geodetic Survey in June 1991..
 GY2334
 GY2334.The geoid height was determined by GEOID03.
 GY2334
 GY2334.The dynamic height is computed by dividing the NAVD 88
 GY2334.geopotential number by the normal gravity value computed on the
 GY2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2334.degrees latitude (g = 980.6199 gals.).
 GY2334
 GY2334.The modeled gravity was interpolated from observed gravity values.
 GY2334
 GY2334;                    North         East    Units  Estimated Accuracy
 GY2334;SPC KY1Z     - 1,083,710.    1,708,710.      MT  (+/- 180 meters Scaled)
 GY2334
 GY2334                          SUPERSEDED SURVEY CONTROL
 GY2334
 GY2334  NGVD 29 (??/??/92)  283.66   (m)          930.6    (f) COMPUTED    2 0
 GY2334
 GY2334.Superseded values are not recommended for survey control.
 GY2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2334.See file dsdata.txt to determine how the superseded data were derived.
 GY2334
 GY2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB863046(NAD 83)
 GY2334_MARKER: DB = BENCH MARK DISK
 GY2334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2334_SP_SET: CULVERT
 GY2334_STAMPING: E 276 1952 930.661
 GY2334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2334
 GY2334  HISTORY     - Date     Condition        Report By
 GY2334  HISTORY     - 1952     MONUMENTED       CGS
 GY2334  HISTORY     - 1956     GOOD             NGS
 GY2334
 GY2334                          STATION DESCRIPTION
 GY2334
 GY2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2334'1.9 MI N FROM ASHER.
 GY2334'ABOUT 1.9 MILES NORTH ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 GY2334'AND ROAD JUNCTION AT ASHER, ABOUT 1.65 MILES SOUTH OF THE SCHOOL
 GY2334'AT HOSKINSTON, ABOUT 1.0 MILE NORTH OF A 200-FOOT CONCRETE BRIDGE
 GY2334'OVER MIDDLE FORK OF KENTUCKY RIVER, IN THE TOP OF THE WEST END OF
 GY2334'SOUTH HEAD WALL OF A 10-FOOT CONCRETE CULVERT, 15 FEET SOUTH
 GY2334'OF CENTER LINE OF HIGHWAY, 15 FEET EAST OF CENTER LINE OF A DRIVE
 GY2334'SOUTH TO AN UNPAINTED 2-STORY FRAME HOUSE AND ABOUT 1 FOOT BELOW
 GY2334'LEVEL OF HIGHWAY.
 GY2334
 GY2334                          STATION RECOVERY (1956)
 GY2334
 GY2334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3063 ***********************************************************************
 GY3063  DESIGNATION -  E 277
 GY3063  PID         -  GY3063
 GY3063  STATE/COUNTY-  KY/LESLIE
 GY3063  USGS QUAD   -  CUTSHIN (1980)
 GY3063
 GY3063                         *CURRENT SURVEY CONTROL
 GY3063  ___________________________________________________________________
 GY3063* NAD 83(1986)-  37 00 01.     (N)    083 18 05.     (W)     SCALED    
 GY3063* NAVD 88     -       346.875  (meters)    1138.04   (feet)  ADJUSTED  
 GY3063  ___________________________________________________________________
 GY3063  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GY3063  DYNAMIC HT  -         346.582 (meters)    1137.08  (feet)  COMP
 GY3063  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 GY3063
 GY3063  VERT ORDER  -  SECOND    CLASS 0
 GY3063
 GY3063.The horizontal coordinates were scaled from a topographic map and have
 GY3063.an estimated accuracy of +/- 6 seconds.
 GY3063
 GY3063.The orthometric height was determined by differential leveling
 GY3063.and adjusted by the National Geodetic Survey in June 1991..
 GY3063
 GY3063.The geoid height was determined by GEOID03.
 GY3063
 GY3063.The dynamic height is computed by dividing the NAVD 88
 GY3063.geopotential number by the normal gravity value computed on the
 GY3063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY3063.degrees latitude (g = 980.6199 gals.).
 GY3063
 GY3063.The modeled gravity was interpolated from observed gravity values.
 GY3063
 GY3063;                    North         East    Units  Estimated Accuracy
 GY3063;SPC KY1Z     - 1,076,880.    1,717,930.      MT  (+/- 180 meters Scaled)
 GY3063
 GY3063                          SUPERSEDED SURVEY CONTROL
 GY3063
 GY3063  NGVD 29 (??/??/92)  347.02   (m)         1138.5    (f) COMPUTED    2 0
 GY3063
 GY3063.Superseded values are not recommended for survey control.
 GY3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3063.See file dsdata.txt to determine how the superseded data were derived.
 GY3063
 GY3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA952973(NAD 83)
 GY3063_MARKER: DB = BENCH MARK DISK
 GY3063_SETTING: 80 = SET IN A BOULDER
 GY3063_STAMPING: E 277 1952 1138.531
 GY3063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3063+STABILITY: SURFACE MOTION
 GY3063
 GY3063  HISTORY     - Date     Condition        Report By
 GY3063  HISTORY     - 1952     MONUMENTED       CGS
 GY3063  HISTORY     - 1956     GOOD             NGS
 GY3063  HISTORY     - 1985     MARK NOT FOUND   LOCENG
 GY3063
 GY3063                          STATION DESCRIPTION
 GY3063
 GY3063'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY3063'1.8 MI NW FROM NAPIER.
 GY3063'ABOUT 1.8 MILES NORTHWEST ALONG A ROAD FOLLOWING GREASY CREEK FROM
 GY3063'THE POST OFFICE AT NAPIER, ABOUT 0.55 MILE NORTHWEST OF A SIDE
 GY3063'ROAD NORTHEAST, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GY3063'SOUTH AND NORTHWEST, BETWEEN THE CREEK AND ROAD, SET IN THE TOP
 GY3063'OF THE SOUTH END OF A LARGE BOULDER, 13 FEET NORTHEAST OF CENTER
 GY3063'LINE OF ROAD, 3 FEET NORTHWEST OF AN 18-INCH SYCAMORE TREE AND
 GY3063'ABOUT LEVEL WITH ROAD.
 GY3063
 GY3063                          STATION RECOVERY (1956)
 GY3063
 GY3063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY3063'RECOVERED IN GOOD CONDITION.
 GY3063
 GY3063                          STATION RECOVERY (1985)
 GY3063
 GY3063'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985
 GY3063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1103 ***********************************************************************
 GY1103  DESIGNATION -  E 278
 GY1103  PID         -  GY1103
 GY1103  STATE/COUNTY-  KY/FLOYD
 GY1103  USGS QUAD   -  MC DOWELL (1992)
 GY1103
 GY1103                         *CURRENT SURVEY CONTROL
 GY1103  ___________________________________________________________________
 GY1103* NAD 83(1986)-  37 23 44.     (N)    082 39 23.     (W)     SCALED    
 GY1103* NAVD 88     -       305.177  (meters)    1001.23   (feet)  ADJUSTED  
 GY1103  ___________________________________________________________________
 GY1103  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GY1103  DYNAMIC HT  -         304.933 (meters)    1000.43  (feet)  COMP
 GY1103  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 GY1103
 GY1103  VERT ORDER  -  SECOND    CLASS 0
 GY1103
 GY1103.The horizontal coordinates were scaled from a topographic map and have
 GY1103.an estimated accuracy of +/- 6 seconds.
 GY1103
 GY1103.The orthometric height was determined by differential leveling
 GY1103.and adjusted by the National Geodetic Survey in June 1991..
 GY1103
 GY1103.The geoid height was determined by GEOID03.
 GY1103
 GY1103.The dynamic height is computed by dividing the NAVD 88
 GY1103.geopotential number by the normal gravity value computed on the
 GY1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1103.degrees latitude (g = 980.6199 gals.).
 GY1103
 GY1103.The modeled gravity was interpolated from observed gravity values.
 GY1103
 GY1103;                    North         East    Units  Estimated Accuracy
 GY1103;SPC KY1Z     - 1,122,430.    1,773,870.      MT  (+/- 180 meters Scaled)
 GY1103
 GY1103                          SUPERSEDED SURVEY CONTROL
 GY1103
 GY1103  NGVD 29 (??/??/92)  305.354  (m)         1001.82   (f) ADJ UNCH    2 0
 GY1103
 GY1103.Superseded values are not recommended for survey control.
 GY1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1103.See file dsdata.txt to determine how the superseded data were derived.
 GY1103
 GY1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB533400(NAD 83)
 GY1103_MARKER: DB = BENCH MARK DISK
 GY1103_SETTING: 66 = SET IN ROCK OUTCROP
 GY1103_SP_SET: ROCK CUT
 GY1103_STAMPING: E 278 1953 1001.816
 GY1103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1103+STABILITY: POSITION/ELEVATION WELL
 GY1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1103+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 GY1103
 GY1103  HISTORY     - Date     Condition        Report By
 GY1103  HISTORY     - 1953     MONUMENTED       CGS
 GY1103  HISTORY     - 1956     GOOD             NGS
 GY1103  HISTORY     - 20040330 GOOD             KYDT
 GY1103
 GY1103                          STATION DESCRIPTION
 GY1103
 GY1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1103'AT BEAVER.
 GY1103'AT BEAVER, ALONG STATE HIGHWAY 979, 0.1 MILE NORTHEAST OF
 GY1103'BEAVER SCHOOL, 0.15 MILE SOUTHWEST OF JUNCTION OF ROAD SOUTHEAST
 GY1103'INTO TACKET FORK, SET VERTICALLY IN FACE OF A ROCK CUT, 24 FEET
 GY1103'NORTHWEST OF THE CENTER LINE OF HIGHWAY, 41.5 FEET SOUTHWEST
 GY1103'OF NORTHWEST END OF A 24-INCH PIPE CULVERT UNDER HIGHWAY AND
 GY1103'CENTER OF A HOLLOW BETWEEN TWO BENCH CUTS AND ABOUT 4 FEET ABOVE
 GY1103'LEVEL OF HIGHWAY.
 GY1103
 GY1103                          STATION RECOVERY (2004)
 GY1103
 GY1103'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1103'MARK IS 23 FEET NORTHWEST OF CENTERLINE OF ROAD, ABOUT 3 FEET ABOVE
 GY1103'ROAD AND APT TO BE BURIED BY SILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1081 ***********************************************************************
 GY1081  DESIGNATION -  E 279
 GY1081  PID         -  GY1081
 GY1081  STATE/COUNTY-  KY/PIKE
 GY1081  USGS QUAD   -  WHEELWRIGHT (1992)
 GY1081
 GY1081                         *CURRENT SURVEY CONTROL
 GY1081  ___________________________________________________________________
 GY1081* NAD 83(1986)-  37 17 57.     (N)    082 40 46.     (W)     SCALED    
 GY1081* NAVD 88     -       337.434  (meters)    1107.06   (feet)  ADJUSTED  
 GY1081  ___________________________________________________________________
 GY1081  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GY1081  DYNAMIC HT  -         337.158 (meters)    1106.16  (feet)  COMP
 GY1081  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 GY1081
 GY1081  VERT ORDER  -  SECOND    CLASS 0
 GY1081
 GY1081.The horizontal coordinates were scaled from a topographic map and have
 GY1081.an estimated accuracy of +/- 6 seconds.
 GY1081
 GY1081.The orthometric height was determined by differential leveling
 GY1081.and adjusted by the National Geodetic Survey in June 1991..
 GY1081
 GY1081.The geoid height was determined by GEOID03.
 GY1081
 GY1081.The dynamic height is computed by dividing the NAVD 88
 GY1081.geopotential number by the normal gravity value computed on the
 GY1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1081.degrees latitude (g = 980.6199 gals.).
 GY1081
 GY1081.The modeled gravity was interpolated from observed gravity values.
 GY1081
 GY1081;                    North         East    Units  Estimated Accuracy
 GY1081;SPC KY1Z     - 1,111,670.    1,772,180.      MT  (+/- 180 meters Scaled)
 GY1081
 GY1081                          SUPERSEDED SURVEY CONTROL
 GY1081
 GY1081  NGVD 29 (??/??/92)  337.603  (m)         1107.62   (f) ADJ UNCH    2 0
 GY1081
 GY1081.Superseded values are not recommended for survey control.
 GY1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1081.See file dsdata.txt to determine how the superseded data were derived.
 GY1081
 GY1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB511293(NAD 83)
 GY1081_MARKER: DB = BENCH MARK DISK
 GY1081_SETTING: 66 = SET IN ROCK OUTCROP
 GY1081_SP_SET: SANDSTONE OUTCROP
 GY1081_STAMPING: E 279 1953 1107.619
 GY1081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1081+STABILITY: POSITION/ELEVATION WELL
 GY1081
 GY1081  HISTORY     - Date     Condition        Report By
 GY1081  HISTORY     - 1953     MONUMENTED       CGS
 GY1081  HISTORY     - 1956     GOOD             NGS
 GY1081
 GY1081                          STATION DESCRIPTION
 GY1081
 GY1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1081'3.4 MI SW FROM HARTLEY.
 GY1081'2.45 MILES SOUTHWEST ALONG A ROAD FOLLOWING LONG FORK FROM THE
 GY1081'POST OFFICE AND STORE AT HARTLEY, THENCE 0.9 MILE WEST ALONG
 GY1081'ROAD FOLLOWING MARSHALL BRANCH, AT A POINT WHERE ROAD ENTERS
 GY1081'CREEK BED AND FOLLOWS CREEK TO THE SOUTHEAST AND PARALLELS THE
 GY1081'SOUTHWEST SIDE OF CREEK TO THE NORTHWEST, SET IN THE TOP OF THE
 GY1081'EAST CORNER OF A SLANTING SANDSTONE OUTCROP ON NORTHEAST BANK
 GY1081'OF CREEK, 18 FEET NORTHEAST OF THE CENTER OF ROAD, 2.5 FEET
 GY1081'SOUTHWEST OF A FENCE LINE AND ABOUT 3 FEET ABOVE LEVEL OF ROAD
 GY1081'AND CREEK BED.  NOTE-- MARK IS REACHED FROM WEEKSBURY, FLOYD CO.
 GY1081'BY GOING ABOUT 1.4 MILES SOUTHWEST FOLLOWING CALEB FORK, THENCE
 GY1081'2.0 MILES SOUTHWEST AND SOUTHEAST ALONG ROAD FOLLOWING WEST
 GY1081'ONE OF TWO FORKS AND LEADING OVER GAP AND DOWN INTO MARSHALL
 GY1081'BRANCH AND OVER A LARGE MINE DUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2692 ***********************************************************************
 GY2692  DESIGNATION -  E 280
 GY2692  PID         -  GY2692
 GY2692  STATE/COUNTY-  KY/CLAY
 GY2692  USGS QUAD   -  OGLE (1979)
 GY2692
 GY2692                         *CURRENT SURVEY CONTROL
 GY2692  ___________________________________________________________________
 GY2692* NAD 83(1986)-  37 01 19.     (N)    083 38 59.     (W)     SCALED    
 GY2692* NAVD 88     -       290.028  (meters)     951.53   (feet)  ADJUSTED  
 GY2692  ___________________________________________________________________
 GY2692  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GY2692  DYNAMIC HT  -         289.791 (meters)     950.76  (feet)  COMP
 GY2692  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 GY2692
 GY2692  VERT ORDER  -  SECOND    CLASS 0
 GY2692
 GY2692.The horizontal coordinates were scaled from a topographic map and have
 GY2692.an estimated accuracy of +/- 6 seconds.
 GY2692
 GY2692.The orthometric height was determined by differential leveling
 GY2692.and adjusted by the National Geodetic Survey in June 1991..
 GY2692
 GY2692.The geoid height was determined by GEOID03.
 GY2692
 GY2692.The dynamic height is computed by dividing the NAVD 88
 GY2692.geopotential number by the normal gravity value computed on the
 GY2692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2692.degrees latitude (g = 980.6199 gals.).
 GY2692
 GY2692.The modeled gravity was interpolated from observed gravity values.
 GY2692
 GY2692;                    North         East    Units  Estimated Accuracy
 GY2692;SPC KY1Z     - 1,078,530.    1,686,880.      MT  (+/- 180 meters Scaled)
 GY2692
 GY2692                          SUPERSEDED SURVEY CONTROL
 GY2692
 GY2692  NGVD 29 (??/??/92)  290.184  (m)          952.05   (f) ADJ UNCH    2 0
 GY2692
 GY2692.Superseded values are not recommended for survey control.
 GY2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2692.See file dsdata.txt to determine how the superseded data were derived.
 GY2692
 GY2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB642005(NAD 83)
 GY2692_MARKER: DB = BENCH MARK DISK
 GY2692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2692_SP_SET: FOOTING
 GY2692_STAMPING: E 280 1952 952.045
 GY2692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2692+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2002
 GY2692
 GY2692  HISTORY     - Date     Condition        Report By
 GY2692  HISTORY     - 1952     MONUMENTED       CGS
 GY2692  HISTORY     - 1957     GOOD             NGS
 GY2692  HISTORY     - 20020329 GOOD             KYDT
 GY2692
 GY2692                          STATION DESCRIPTION
 GY2692
 GY2692'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2692'0.5 MI SE FROM BRIGHTSHADE.
 GY2692'ABOUT 0.5 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY2692'AT BRIGHTSHADE, IN THE TOP OF THE WEST END OF THE CONCRETE
 GY2692'FOOTING OF NORTH CONCRETE BANISTER OF A 26-FOOT CONCRETE BRIDGE
 GY2692'OVER BIG JOHNS BRANCH, 10 FEET NORTH OF CENTER LINE OF ROAD AND
 GY2692'ABOUT LEVEL WITH ROAD.
 GY2692
 GY2692                          STATION RECOVERY (1957)
 GY2692
 GY2692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2692'RECOVERED IN GOOD CONDITION.
 GY2692
 GY2692                          STATION RECOVERY (2002)
 GY2692
 GY2692'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2692'MARK IS 0.5 FEET EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2715 ***********************************************************************
 GY2715  DESIGNATION -  E 281
 GY2715  PID         -  GY2715
 GY2715  STATE/COUNTY-  KY/CLAY
 GY2715  USGS QUAD   -  CREEKVILLE (1979)
 GY2715
 GY2715                         *CURRENT SURVEY CONTROL
 GY2715  ___________________________________________________________________
 GY2715* NAD 83(1986)-  37 05 50.     (N)    083 33 23.     (W)     SCALED    
 GY2715* NAVD 88     -       272.333  (meters)     893.48   (feet)  ADJUSTED  
 GY2715  ___________________________________________________________________
 GY2715  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GY2715  DYNAMIC HT  -         272.112 (meters)     892.75  (feet)  COMP
 GY2715  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 GY2715
 GY2715  VERT ORDER  -  SECOND    CLASS 0
 GY2715
 GY2715.The horizontal coordinates were scaled from a topographic map and have
 GY2715.an estimated accuracy of +/- 6 seconds.
 GY2715
 GY2715.The orthometric height was determined by differential leveling
 GY2715.and adjusted by the National Geodetic Survey in June 1991..
 GY2715
 GY2715.The geoid height was determined by GEOID03.
 GY2715
 GY2715.The dynamic height is computed by dividing the NAVD 88
 GY2715.geopotential number by the normal gravity value computed on the
 GY2715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2715.degrees latitude (g = 980.6199 gals.).
 GY2715
 GY2715.The modeled gravity was interpolated from observed gravity values.
 GY2715
 GY2715;                    North         East    Units  Estimated Accuracy
 GY2715;SPC KY1Z     - 1,087,070.    1,694,990.      MT  (+/- 180 meters Scaled)
 GY2715
 GY2715                          SUPERSEDED SURVEY CONTROL
 GY2715
 GY2715  NGVD 29 (??/??/92)  272.491  (m)          894.00   (f) ADJ UNCH    2 0
 GY2715
 GY2715.Superseded values are not recommended for survey control.
 GY2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2715.See file dsdata.txt to determine how the superseded data were derived.
 GY2715
 GY2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB728087(NAD 83)
 GY2715_MARKER: DB = BENCH MARK DISK
 GY2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2715_STAMPING: E 281 1952 893.998
 GY2715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2715+STABILITY: SURFACE MOTION
 GY2715
 GY2715  HISTORY     - Date     Condition        Report By
 GY2715  HISTORY     - 1952     MONUMENTED       CGS
 GY2715  HISTORY     - 1957     GOOD             NGS
 GY2715  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2715
 GY2715                          STATION DESCRIPTION
 GY2715
 GY2715'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2715'1.6 MI N FROM CREEKVILLE.
 GY2715'ABOUT 1.6 MILES NORTH ALONG RED BIRD RIVER ROAD FROM FLAT CREEK
 GY2715'CHURCH OF BRETHREN MISSION AT CREEKVILLE, AT GILBERTS CREEK SCHOOL,
 GY2715'ABOUT 0.1 MILE NORTHEAST OF FORD ACROSS RED BIRD RIVER, 40 FEET
 GY2715'SOUTHEAST OF CENTER LINE OF ROAD, 136 FEET SOUTH OF JUNCTION OF A
 GY2715'DIM ROAD SOUTHEAST, 86 FEET NORTH-NORTHWEST OF NORTHWEST CORNER
 GY2715'OF SCHOOL BUILDING, 12 FEET SOUTHEAST OF A FENCE CORNER, 2 1/2
 GY2715'FEET NORTHEAST OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE
 GY2715'WOODEN WITNESS POST, ABOUT 4 FEET ABOVE LEVEL OF ROAD AND SET IN
 GY2715'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GY2715
 GY2715                          STATION RECOVERY (1957)
 GY2715
 GY2715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2715'RECOVERED IN GOOD CONDITION.
 GY2715
 GY2715                          STATION RECOVERY (1977)
 GY2715
 GY2715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1746 ***********************************************************************
 GY1746  DESIGNATION -  E 282
 GY1746  PID         -  GY1746
 GY1746  STATE/COUNTY-  KY/JOHNSON
 GY1746  USGS QUAD   -  OIL SPRINGS (1992)
 GY1746
 GY1746                         *CURRENT SURVEY CONTROL
 GY1746  ___________________________________________________________________
 GY1746* NAD 83(1986)-  37 47 23.     (N)    082 56 47.     (W)     SCALED    
 GY1746* NAVD 88     -       271.440  (meters)     890.55   (feet)  ADJUSTED  
 GY1746  ___________________________________________________________________
 GY1746  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GY1746  DYNAMIC HT  -         271.235 (meters)     889.88  (feet)  COMP
 GY1746  MODELED GRAV-     979,864.8   (mgal)                       NAVD 88
 GY1746
 GY1746  VERT ORDER  -  SECOND    CLASS 0
 GY1746
 GY1746.The horizontal coordinates were scaled from a topographic map and have
 GY1746.an estimated accuracy of +/- 6 seconds.
 GY1746
 GY1746.The orthometric height was determined by differential leveling
 GY1746.and adjusted by the National Geodetic Survey in June 1991..
 GY1746
 GY1746.The geoid height was determined by GEOID03.
 GY1746
 GY1746.The dynamic height is computed by dividing the NAVD 88
 GY1746.geopotential number by the normal gravity value computed on the
 GY1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1746.degrees latitude (g = 980.6199 gals.).
 GY1746
 GY1746.The modeled gravity was interpolated from observed gravity values.
 GY1746
 GY1746;                    North         East    Units  Estimated Accuracy
 GY1746;SPC KY1Z     - 1,165,340.    1,746,890.      MT  (+/- 180 meters Scaled)
 GY1746
 GY1746                          SUPERSEDED SURVEY CONTROL
 GY1746
 GY1746  NGVD 29 (??/??/92)  271.64   (m)          891.2    (f) COMPUTED    2 0
 GY1746
 GY1746.Superseded values are not recommended for survey control.
 GY1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1746.See file dsdata.txt to determine how the superseded data were derived.
 GY1746
 GY1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB286842(NAD 83)
 GY1746_MARKER: DB = BENCH MARK DISK
 GY1746_SETTING: 66 = SET IN ROCK OUTCROP
 GY1746_SP_SET: ROCK CUT
 GY1746_STAMPING: E 282 1952 891.179
 GY1746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1746+STABILITY: POSITION/ELEVATION WELL
 GY1746
 GY1746  HISTORY     - Date     Condition        Report By
 GY1746  HISTORY     - 1952     MONUMENTED       CGS
 GY1746  HISTORY     - 1955     GOOD             NGS
 GY1746  HISTORY     - 1962     MARK NOT FOUND   USGS
 GY1746
 GY1746                          STATION DESCRIPTION
 GY1746
 GY1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1746'1.3 MI S FROM OIL SPRINGS.
 GY1746'1.3 MILES SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 GY1746'HIGHWAY 460 AND POST OFFICE AT OIL SPRINGS, ABOUT 0.1 MILE
 GY1746'NORTHWEST OF ESTELLE RICE STORE, 0.2 MILE NORTH OF BILL RICE
 GY1746'SCHOOL, SET IN THE TOP OF A SMALL SHELF AT THE BOTTOM OF ROCK
 GY1746'CUT, 20 YARDS SOUTHEAST OF THE TOP OF A SMALL GRADE, ABOUT 15
 GY1746'YARDS NORTH WEST OF THE SOUTHEAST OF THE ROCK PORTION OF ROCK
 GY1746'CUT, 28 FEET NORTHEAST AND ACROSS ROAD FROM A 10-INCH OAK TREE
 GY1746'WITH TRIANGLE BLAZE, 14 FEET NORTHEAST OF THE CENTER OF ROAD, AND
 GY1746'ABOUT 2.5 FEET ABOVE LEVEL OF ROAD.
 GY1746
 GY1746                          STATION RECOVERY (1962)
 GY1746
 GY1746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GY1746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1507 ***********************************************************************
 GY1507  DESIGNATION -  E 283
 GY1507  PID         -  GY1507
 GY1507  STATE/COUNTY-  KY/FLOYD
 GY1507  USGS QUAD   -  PRESTONSBURG (1992)
 GY1507
 GY1507                         *CURRENT SURVEY CONTROL
 GY1507  ___________________________________________________________________
 GY1507* NAD 83(1986)-  37 38 13.     (N)    082 49 08.     (W)     SCALED    
 GY1507* NAVD 88     -       201.122  (meters)     659.85   (feet)  ADJUSTED  
 GY1507  ___________________________________________________________________
 GY1507  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GY1507  DYNAMIC HT  -         200.969 (meters)     659.35  (feet)  COMP
 GY1507  MODELED GRAV-     979,861.2   (mgal)                       NAVD 88
 GY1507
 GY1507  VERT ORDER  -  SECOND    CLASS 0
 GY1507
 GY1507.The horizontal coordinates were scaled from a topographic map and have
 GY1507.an estimated accuracy of +/- 6 seconds.
 GY1507
 GY1507.The orthometric height was determined by differential leveling
 GY1507.and adjusted by the National Geodetic Survey in June 1991..
 GY1507
 GY1507.The geoid height was determined by GEOID03.
 GY1507
 GY1507.The dynamic height is computed by dividing the NAVD 88
 GY1507.geopotential number by the normal gravity value computed on the
 GY1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1507.degrees latitude (g = 980.6199 gals.).
 GY1507
 GY1507.The modeled gravity was interpolated from observed gravity values.
 GY1507
 GY1507;                    North         East    Units  Estimated Accuracy
 GY1507;SPC KY1Z     - 1,148,740.    1,758,650.      MT  (+/- 180 meters Scaled)
 GY1507
 GY1507                          SUPERSEDED SURVEY CONTROL
 GY1507
 GY1507  NGVD 29 (??/??/92)  201.318  (m)          660.49   (f) ADJ UNCH    2 0
 GY1507
 GY1507.Superseded values are not recommended for survey control.
 GY1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1507.See file dsdata.txt to determine how the superseded data were derived.
 GY1507
 GY1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB395670(NAD 83)
 GY1507_MARKER: DB = BENCH MARK DISK
 GY1507_SETTING: 66 = SET IN ROCK OUTCROP
 GY1507_SP_SET: ROCK CUT
 GY1507_STAMPING: E 283 1952 660.491
 GY1507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1507+STABILITY: POSITION/ELEVATION WELL
 GY1507
 GY1507  HISTORY     - Date     Condition        Report By
 GY1507  HISTORY     - 1952     MONUMENTED       CGS
 GY1507  HISTORY     - 1956     GOOD             NGS
 GY1507  HISTORY     - 20011105 MARK NOT FOUND   KYDT
 GY1507
 GY1507                          STATION DESCRIPTION
 GY1507
 GY1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1507'3.8 MI SW FROM PRESTONSBURG.
 GY1507'2.85 MILES SOUTHWEST ALONG STATE HIGHWAY 114 FROM THE
 GY1507'CHESAPEAKE AND OHIO RAILROAD STATION AT PRESTONSBURG, THENCE
 GY1507'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 404, ON THE INSIDE OF A
 GY1507'LONG CURVE WITH TANGENTS EXTENDING NORTHWEST AND NORTHEAST, SET
 GY1507'IN THE TOP OF A NARROW LEDGE AT THE BOTTOM OF A ROUGH SANDSTONE
 GY1507'CUT, 23 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 60 FEET NORTHEAST
 GY1507'AND ACROSS ROAD FROM A LONE 24-INCH FORKED OAK TREE, 41 FEET
 GY1507'NORTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND FOOT PATH SOUTH TO
 GY1507'A FOOT BRIDGE OVER LEFT FORK OF MIDDLE CREEK, ABOUT 3 FEET ABOVE
 GY1507'LEVEL OF HIGHWAY.
 GY1507
 GY1507                          STATION RECOVERY (2001)
 GY1507
 GY1507'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1488 ***********************************************************************
 GY1488  DESIGNATION -  E 284
 GY1488  PID         -  GY1488
 GY1488  STATE/COUNTY-  KY/FLOYD
 GY1488  USGS QUAD   -  PRESTONSBURG (1992)
 GY1488
 GY1488                         *CURRENT SURVEY CONTROL
 GY1488  ___________________________________________________________________
 GY1488* NAD 83(1986)-  37 39 01.     (N)    082 51 50.     (W)     SCALED    
 GY1488* NAVD 88     -       202.277  (meters)     663.64   (feet)  ADJUSTED  
 GY1488  ___________________________________________________________________
 GY1488  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GY1488  DYNAMIC HT  -         202.122 (meters)     663.13  (feet)  COMP
 GY1488  MODELED GRAV-     979,861.6   (mgal)                       NAVD 88
 GY1488
 GY1488  VERT ORDER  -  SECOND    CLASS 0
 GY1488
 GY1488.The horizontal coordinates were scaled from a topographic map and have
 GY1488.an estimated accuracy of +/- 6 seconds.
 GY1488
 GY1488.The orthometric height was determined by differential leveling
 GY1488.and adjusted by the National Geodetic Survey in June 1991..
 GY1488
 GY1488.The geoid height was determined by GEOID03.
 GY1488
 GY1488.The dynamic height is computed by dividing the NAVD 88
 GY1488.geopotential number by the normal gravity value computed on the
 GY1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1488.degrees latitude (g = 980.6199 gals.).
 GY1488
 GY1488.The modeled gravity was interpolated from observed gravity values.
 GY1488
 GY1488;                    North         East    Units  Estimated Accuracy
 GY1488;SPC KY1Z     - 1,150,100.    1,754,630.      MT  (+/- 180 meters Scaled)
 GY1488
 GY1488                          SUPERSEDED SURVEY CONTROL
 GY1488
 GY1488  NGVD 29 (??/??/92)  202.472  (m)          664.28   (f) ADJ UNCH    2 0
 GY1488
 GY1488.Superseded values are not recommended for survey control.
 GY1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1488.See file dsdata.txt to determine how the superseded data were derived.
 GY1488
 GY1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB355686(NAD 83)
 GY1488_MARKER: DB = BENCH MARK DISK
 GY1488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1488_SP_SET: CULVERT
 GY1488_STAMPING: E 284 1952 664.277
 GY1488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1488+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 GY1488
 GY1488  HISTORY     - Date     Condition        Report By
 GY1488  HISTORY     - 1952     MONUMENTED       CGS
 GY1488  HISTORY     - 1955     GOOD             NGS
 GY1488  HISTORY     - 20011105 GOOD             KYDT
 GY1488
 GY1488                          STATION DESCRIPTION
 GY1488
 GY1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1488'0.4 MI NW FROM DOTSON.
 GY1488'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 114 FROM THE PENTECOSTAL
 GY1488'CHURCH AT DOTSON, 0.3 MILE NORTHWEST OF THE SCHOOL AT DOTSON,
 GY1488'SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST 30-FOOT
 GY1488'CONCRETE HEAD WALL OF A 6-FOOT STONE BOX CULVERT, 121 FEET
 GY1488'SOUTH SOUTHEAST AND ACROSS HIGHWAY FROM THE EAST CORNER OF A
 GY1488'CONCRETE BLOCK STORE BUILDING, 12.5 FEET SOUTHWEST OF THE CENTER
 GY1488'LINE OF HIGHWAY, AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 GY1488
 GY1488                          STATION RECOVERY (2001)
 GY1488
 GY1488'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2342 ***********************************************************************
 GY2342  DESIGNATION -  E 285
 GY2342  PID         -  GY2342
 GY2342  STATE/COUNTY-  KY/LESLIE
 GY2342  USGS QUAD   -  HYDEN WEST (1980)
 GY2342
 GY2342                         *CURRENT SURVEY CONTROL
 GY2342  ___________________________________________________________________
 GY2342* NAD 83(1986)-  37 07 32.     (N)    083 22 53.     (W)     SCALED    
 GY2342* NAVD 88     -       274.124  (meters)     899.36   (feet)  ADJUSTED  
 GY2342  ___________________________________________________________________
 GY2342  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GY2342  DYNAMIC HT  -         273.903 (meters)     898.63  (feet)  COMP
 GY2342  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 GY2342
 GY2342  VERT ORDER  -  SECOND    CLASS 0
 GY2342
 GY2342.The horizontal coordinates were scaled from a topographic map and have
 GY2342.an estimated accuracy of +/- 6 seconds.
 GY2342
 GY2342.The orthometric height was determined by differential leveling
 GY2342.and adjusted by the National Geodetic Survey in June 1991..
 GY2342
 GY2342.The geoid height was determined by GEOID03.
 GY2342
 GY2342.The dynamic height is computed by dividing the NAVD 88
 GY2342.geopotential number by the normal gravity value computed on the
 GY2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2342.degrees latitude (g = 980.6199 gals.).
 GY2342
 GY2342.The modeled gravity was interpolated from observed gravity values.
 GY2342
 GY2342;                    North         East    Units  Estimated Accuracy
 GY2342;SPC KY1Z     - 1,090,600.    1,710,460.      MT  (+/- 180 meters Scaled)
 GY2342
 GY2342                          SUPERSEDED SURVEY CONTROL
 GY2342
 GY2342  NGVD 29 (??/??/92)  274.29   (m)          899.9    (f) COMPUTED    2 0
 GY2342
 GY2342.Superseded values are not recommended for survey control.
 GY2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2342.See file dsdata.txt to determine how the superseded data were derived.
 GY2342
 GY2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB884114(NAD 83)
 GY2342_MARKER: DB = BENCH MARK DISK
 GY2342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2342_SP_SET: CULVERT
 GY2342_STAMPING: E 285 1952 899.896
 GY2342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2342+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1996
 GY2342
 GY2342  HISTORY     - Date     Condition        Report By
 GY2342  HISTORY     - 1952     MONUMENTED       CGS
 GY2342  HISTORY     - 1956     GOOD             NGS
 GY2342  HISTORY     - 19940610 GOOD             KYDT
 GY2342  HISTORY     - 19960626 GOOD             KYDT
 GY2342
 GY2342                          STATION DESCRIPTION
 GY2342
 GY2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2342'3.4 MI S FROM HYDEN.
 GY2342'ABOUT 3.45 MILES SOUTH ALONG U.S. HIGHWAY 421 FROM THE COURT
 GY2342'HOUSE AT HYDEN, IN THE TOP OF THE NORTH END OF THE WEST HEAD
 GY2342'WALL OF A 45-FOOT CONCRETE CULVERT WITH PARTITIONS OVER MUNSEY
 GY2342'CREEK, 15 1/2 FEET WEST OF CENTER LINE OF HIGHWAY AND ABOUT 1
 GY2342'FOOT BELOW LEVEL OF HIGHWAY.
 GY2342
 GY2342                          STATION RECOVERY (1956)
 GY2342
 GY2342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2342'RECOVERED IN GOOD CONDITION.
 GY2342
 GY2342                          STATION RECOVERY (1994)
 GY2342
 GY2342'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY2342'MARK IS 2 FEET BELOW ROAD.
 GY2342
 GY2342                          STATION RECOVERY (1996)
 GY2342
 GY2342'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2342'MARK IS 2 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2306 ***********************************************************************
 GY2306  DESIGNATION -  E 287
 GY2306  PID         -  GY2306
 GY2306  STATE/COUNTY-  KY/LESLIE
 GY2306  USGS QUAD   -  LEATHERWOOD (1954)
 GY2306
 GY2306                         *CURRENT SURVEY CONTROL
 GY2306  ___________________________________________________________________
 GY2306* NAD 83(1986)-  37 01 40.     (N)    083 11 38.     (W)     SCALED    
 GY2306* NAVD 88     -       503.679  (meters)    1652.49   (feet)  ADJUSTED  
 GY2306  ___________________________________________________________________
 GY2306  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GY2306  DYNAMIC HT  -         503.251 (meters)    1651.08  (feet)  COMP
 GY2306  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 GY2306
 GY2306  VERT ORDER  -  SECOND    CLASS 0
 GY2306
 GY2306.The horizontal coordinates were scaled from a topographic map and have
 GY2306.an estimated accuracy of +/- 6 seconds.
 GY2306
 GY2306.The orthometric height was determined by differential leveling
 GY2306.and adjusted by the National Geodetic Survey in June 1991..
 GY2306
 GY2306.The geoid height was determined by GEOID03.
 GY2306
 GY2306.The dynamic height is computed by dividing the NAVD 88
 GY2306.geopotential number by the normal gravity value computed on the
 GY2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2306.degrees latitude (g = 980.6199 gals.).
 GY2306
 GY2306.The modeled gravity was interpolated from observed gravity values.
 GY2306
 GY2306;                    North         East    Units  Estimated Accuracy
 GY2306;SPC KY1Z     - 1,080,190.    1,727,420.      MT  (+/- 180 meters Scaled)
 GY2306
 GY2306                          SUPERSEDED SURVEY CONTROL
 GY2306
 GY2306  NGVD 29 (??/??/92)  503.81   (m)         1652.9    (f) COMPUTED    2 0
 GY2306
 GY2306.Superseded values are not recommended for survey control.
 GY2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2306.See file dsdata.txt to determine how the superseded data were derived.
 GY2306
 GY2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB048002(NAD 83)
 GY2306_MARKER: DB = BENCH MARK DISK
 GY2306_SETTING: 66 = SET IN ROCK OUTCROP
 GY2306_SP_SET: BOULDER
 GY2306_STAMPING: E 287 1952 1652.946
 GY2306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2306+STABILITY: POSITION/ELEVATION WELL
 GY2306
 GY2306  HISTORY     - Date     Condition        Report By
 GY2306  HISTORY     - 1952     MONUMENTED       CGS
 GY2306  HISTORY     - 1956     GOOD             NGS
 GY2306
 GY2306                          STATION DESCRIPTION
 GY2306
 GY2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2306'4 MI SE FROM YEADDISS.
 GY2306'ABOUT 4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 699 FROM THE
 GY2306'POST OFFICE AT YEADDISS, ABOUT 0.55 MILE WEST OF JUNCTION OF
 GY2306'STATE HIGHWAY 448 AND THE PERRY-LESLIE COUNTY LINE, ABOUT 75
 GY2306'YARDS WEST AND ACROSS HIGHWAY FROM A SMALL CONCRETE BLOCK
 GY2306'PUMP HOUSE, 57 YARDS WEST OF A CULVERT, SET VERTICALLY IN THE
 GY2306'WEST FACE OF A LARGE BOULDER ABOUT 8 BY 20 FEET AND 5 FEET
 GY2306'HIGH AND LONG AXIS AT RIGHT ANGLE TO HIGHWAY, 23 FEET NORTH OF
 GY2306'CENTER LINE OF ROAD AND ABOUT 5 1/2 FEET ABOVE LEVEL OF ROAD.
 GY2306'NOTE-- MARK MAY BE REACHED FROM LEATHERWOOD HIGH SCHOOL AT
 GY2306'TONER BY GOING ABOUT 4.6 MILES WEST ALONG STATE HIGHWAY 448,
 GY2306'THENCE ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 699.
 GY2306
 GY2306                          STATION RECOVERY (1956)
 GY2306
 GY2306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2077 ***********************************************************************
 GY2077  DESIGNATION -  E 288
 GY2077  PID         -  GY2077
 GY2077  STATE/COUNTY-  KY/BREATHITT
 GY2077  USGS QUAD   -  HADDIX (1972)
 GY2077
 GY2077                         *CURRENT SURVEY CONTROL
 GY2077  ___________________________________________________________________
 GY2077* NAD 83(1986)-  37 27 59.     (N)    083 16 06.     (W)     SCALED    
 GY2077* NAVD 88     -       237.494  (meters)     779.18   (feet)  ADJUSTED  
 GY2077  ___________________________________________________________________
 GY2077  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GY2077  DYNAMIC HT  -         237.313 (meters)     778.58  (feet)  COMP
 GY2077  MODELED GRAV-     979,861.6   (mgal)                       NAVD 88
 GY2077
 GY2077  VERT ORDER  -  SECOND    CLASS 0
 GY2077
 GY2077.The horizontal coordinates were scaled from a topographic map and have
 GY2077.an estimated accuracy of +/- 6 seconds.
 GY2077
 GY2077.The orthometric height was determined by differential leveling
 GY2077.and adjusted by the National Geodetic Survey in June 1991..
 GY2077
 GY2077.The geoid height was determined by GEOID03.
 GY2077
 GY2077.The dynamic height is computed by dividing the NAVD 88
 GY2077.geopotential number by the normal gravity value computed on the
 GY2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2077.degrees latitude (g = 980.6199 gals.).
 GY2077
 GY2077.The modeled gravity was interpolated from observed gravity values.
 GY2077
 GY2077;                    North         East    Units  Estimated Accuracy
 GY2077;SPC KY1Z     - 1,128,670.    1,719,500.      MT  (+/- 180 meters Scaled)
 GY2077
 GY2077                          SUPERSEDED SURVEY CONTROL
 GY2077
 GY2077  NGVD 29 (??/??/92)  237.657  (m)          779.71   (f) ADJ UNCH    2 0
 GY2077
 GY2077.Superseded values are not recommended for survey control.
 GY2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2077.See file dsdata.txt to determine how the superseded data were derived.
 GY2077
 GY2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB993490(NAD 83)
 GY2077_MARKER: DB = BENCH MARK DISK
 GY2077_SETTING: 66 = SET IN ROCK OUTCROP
 GY2077_SP_SET: ROCK CUT
 GY2077_STAMPING: E 288 1952 779.713
 GY2077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2077+STABILITY: POSITION/ELEVATION WELL
 GY2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2077+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1996
 GY2077
 GY2077  HISTORY     - Date     Condition        Report By
 GY2077  HISTORY     - 1952     MONUMENTED       CGS
 GY2077  HISTORY     - 1956     GOOD             NGS
 GY2077  HISTORY     - 19960410 GOOD             KYDT
 GY2077
 GY2077                          STATION DESCRIPTION
 GY2077
 GY2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2077'0.8 MI NW FROM HARDSHELL.
 GY2077'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM CANEY SCHOOL
 GY2077'AT HARDSHELL, ABOUT 82 YARDS NORTHEAST OF AN 18-INCH PIPE
 GY2077'CULVERT, SET VERTICALLY IN THE SOUTHEAST FACE OF A 2.5-FOOT
 GY2077'THICK LAYER OF ROCK AT THE BOTTOM OF AN 8-FOOT CUT, 22.5 FEET
 GY2077'NORTHWEST OF THE CENTER LINE OF HIGHWAY, 100 FEET NORTH AND
 GY2077'ACROSS HIGHWAY FROM THE NORTH CORNER OF A HOUSE, ABOUT 2 FEET
 GY2077'SOUTHWEST OF A WATER RUN, AND ABOUT 3 FEET ABOVE LEVEL OF
 GY2077'HIGHWAY.
 GY2077
 GY2077                          STATION RECOVERY (1996)
 GY2077
 GY2077'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2077'ROAD NOW KY 486.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2290 ***********************************************************************
 GY2290  DESIGNATION -  E 289
 GY2290  PID         -  GY2290
 GY2290  STATE/COUNTY-  KY/LETCHER
 GY2290  USGS QUAD   -  TILFORD (1976)
 GY2290
 GY2290                         *CURRENT SURVEY CONTROL
 GY2290  ___________________________________________________________________
 GY2290* NAD 83(1986)-  37 00 38.     (N)    083 02 15.     (W)     SCALED    
 GY2290* NAVD 88     -       452.651  (meters)    1485.07   (feet)  ADJUSTED  
 GY2290  ___________________________________________________________________
 GY2290  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GY2290  DYNAMIC HT  -         452.268 (meters)    1483.82  (feet)  COMP
 GY2290  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 GY2290
 GY2290  VERT ORDER  -  SECOND    CLASS 0
 GY2290
 GY2290.The horizontal coordinates were scaled from a topographic map and have
 GY2290.an estimated accuracy of +/- 6 seconds.
 GY2290
 GY2290.The orthometric height was determined by differential leveling
 GY2290.and adjusted by the National Geodetic Survey in June 1991..
 GY2290
 GY2290.The geoid height was determined by GEOID03.
 GY2290
 GY2290.The dynamic height is computed by dividing the NAVD 88
 GY2290.geopotential number by the normal gravity value computed on the
 GY2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2290.degrees latitude (g = 980.6199 gals.).
 GY2290
 GY2290.The modeled gravity was interpolated from observed gravity values.
 GY2290
 GY2290;                    North         East    Units  Estimated Accuracy
 GY2290;SPC KY1Z     - 1,078,670.    1,741,380.      MT  (+/- 180 meters Scaled)
 GY2290
 GY2290                          SUPERSEDED SURVEY CONTROL
 GY2290
 GY2290  NGVD 29 (??/??/92)  452.784  (m)         1485.51   (f) ADJ UNCH    2 0
 GY2290
 GY2290.Superseded values are not recommended for survey control.
 GY2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2290.See file dsdata.txt to determine how the superseded data were derived.
 GY2290
 GY2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA187979(NAD 83)
 GY2290_MARKER: DB = BENCH MARK DISK
 GY2290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2290_SP_SET: CULVERT
 GY2290_STAMPING: E 289 1952 1485.509
 GY2290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2290
 GY2290  HISTORY     - Date     Condition        Report By
 GY2290  HISTORY     - 1952     MONUMENTED       CGS
 GY2290  HISTORY     - 1975     GOOD             LOCENG
 GY2290
 GY2290                          STATION DESCRIPTION
 GY2290
 GY2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2290'1.6 MI N FROM GORDON.
 GY2290'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 463 FROM THE POST
 GY2290'OFFICE AND JUNCTION OF STATE HIGHWAY 160 AT GORDON, ABOUT 0.9
 GY2290'MILE NORTH OF HURRICANE GAP SCHOOL AND JUNCTION OF STATE
 GY2290'HIGHWAY 510 LEADING WEST, IN THE TOP OF THE EAST END OF THE SOUTH
 GY2290'HEAD WALL OF A 20-FOOT SKEW CONCRETE CULVERT WITH A PARTITION
 GY2290'FOR TRACE FORK, 21 FEET SOUTH OF THE CENTER LINE OF HIGHWAY ON
 GY2290'INSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND WEST AND
 GY2290'ABOUT 4 1/2 FEET BELOW LEVEL OF HIGHWAY.
 GY2290
 GY2290                          STATION RECOVERY (1975)
 GY2290
 GY2290'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 GY2290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0560 ***********************************************************************
 HZ0560  DESIGNATION -  E 29
 HZ0560  PID         -  HZ0560
 HZ0560  STATE/COUNTY-  KY/GALLATIN
 HZ0560  USGS QUAD   -  FLORENCE (1994)
 HZ0560
 HZ0560                         *CURRENT SURVEY CONTROL
 HZ0560  ___________________________________________________________________
 HZ0560* NAD 83(1986)-  38 46 50.     (N)    084 54 03.     (W)     SCALED    
 HZ0560* NAVD 88     -       149.763  (meters)     491.35   (feet)  ADJUSTED  
 HZ0560  ___________________________________________________________________
 HZ0560  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0560  DYNAMIC HT  -         149.669 (meters)     491.04  (feet)  COMP
 HZ0560  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 HZ0560
 HZ0560  VERT ORDER  -  SECOND    CLASS 0
 HZ0560
 HZ0560.The horizontal coordinates were scaled from a topographic map and have
 HZ0560.an estimated accuracy of +/- 6 seconds.
 HZ0560
 HZ0560.The orthometric height was determined by differential leveling
 HZ0560.and adjusted by the National Geodetic Survey in June 1991..
 HZ0560
 HZ0560.The geoid height was determined by GEOID03.
 HZ0560
 HZ0560.The dynamic height is computed by dividing the NAVD 88
 HZ0560.geopotential number by the normal gravity value computed on the
 HZ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0560.degrees latitude (g = 980.6199 gals.).
 HZ0560
 HZ0560.The modeled gravity was interpolated from observed gravity values.
 HZ0560
 HZ0560;                    North         East    Units  Estimated Accuracy
 HZ0560;SPC KY1Z     - 1,271,950.    1,573,790.      MT  (+/- 180 meters Scaled)
 HZ0560
 HZ0560                          SUPERSEDED SURVEY CONTROL
 HZ0560
 HZ0560  NGVD 29 (??/??/92)  149.956  (m)          491.98   (f) ADJ UNCH    2 0
 HZ0560
 HZ0560.Superseded values are not recommended for survey control.
 HZ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0560.See file dsdata.txt to determine how the superseded data were derived.
 HZ0560
 HZ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH823945(NAD 83)
 HZ0560_MARKER: DB = BENCH MARK DISK
 HZ0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0560_SP_SET: BUILDING
 HZ0560_STAMPING: E 29 1934
 HZ0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0560
 HZ0560  HISTORY     - Date     Condition        Report By
 HZ0560  HISTORY     - 1934     MONUMENTED       CGS
 HZ0560  HISTORY     - 1938     GOOD             NGS
 HZ0560  HISTORY     - 1964     GOOD             NGS
 HZ0560  HISTORY     - 1989     GOOD             USPSQD
 HZ0560  HISTORY     - 19970726 GOOD             USPSQD
 HZ0560  HISTORY     - 19980725 GOOD             USPSQD
 HZ0560
 HZ0560                          STATION DESCRIPTION
 HZ0560
 HZ0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HZ0560'AT WARSAW.
 HZ0560'AT WARSAW, GALLATIN COUNTY, ON STATE HIGHWAY 35, 0.3 MILE SOUTH
 HZ0560'OF THE COUNTY COURTHOUSE, IN THE EAST FACE OF THE SOUTHEAST CORNER
 HZ0560'OF THE ST. JOSEPH CATHOLIC CHURCH, 13.4 FEET SOUTH OF THE CHURCH
 HZ0560'ENTRANCE, AND 2.5 FEET ABOVE THE LEVEL OF THE SIDEWALK.  A STANDARD
 HZ0560'DISK, STAMPED E 29 1934 AND SET VERTICALLY.
 HZ0560
 HZ0560                          STATION RECOVERY (1964)
 HZ0560
 HZ0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0560'RECOVERED IN GOOD CONDITION.
 HZ0560
 HZ0560                          STATION RECOVERY (1989)
 HZ0560
 HZ0560'RECOVERY NOTE BY US POWER SQUADRON 1989 (JL)
 HZ0560'RECOVERED IN GOOD CONDITION.
 HZ0560
 HZ0560                          STATION RECOVERY (1997)
 HZ0560
 HZ0560'RECOVERY NOTE BY US POWER SQUADRON 1997
 HZ0560'RECOVERED IN GOOD CONDITION.
 HZ0560
 HZ0560                          STATION RECOVERY (1998)
 HZ0560
 HZ0560'RECOVERY NOTE BY US POWER SQUADRON 1998
 HZ0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1461 ***********************************************************************
 GA1461  DESIGNATION -  E 291
 GA1461  PID         -  GA1461
 GA1461  STATE/COUNTY-  KY/HARLAN
 GA1461  USGS QUAD   -  WALLINS CREEK (1974)
 GA1461
 GA1461                         *CURRENT SURVEY CONTROL
 GA1461  ___________________________________________________________________
 GA1461* NAD 83(1986)-  36 50 09.     (N)    083 24 28.     (W)     SCALED    
 GA1461* NAVD 88     -       349.343  (meters)    1146.14   (feet)  ADJUSTED  
 GA1461  ___________________________________________________________________
 GA1461  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA1461  DYNAMIC HT  -         349.044 (meters)    1145.16  (feet)  COMP
 GA1461  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GA1461
 GA1461  VERT ORDER  -  SECOND    CLASS 0
 GA1461
 GA1461.The horizontal coordinates were scaled from a topographic map and have
 GA1461.an estimated accuracy of +/- 6 seconds.
 GA1461
 GA1461.The orthometric height was determined by differential leveling
 GA1461.and adjusted by the National Geodetic Survey in June 1991..
 GA1461
 GA1461.The geoid height was determined by GEOID03.
 GA1461
 GA1461.The dynamic height is computed by dividing the NAVD 88
 GA1461.geopotential number by the normal gravity value computed on the
 GA1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1461.degrees latitude (g = 980.6199 gals.).
 GA1461
 GA1461.The modeled gravity was interpolated from observed gravity values.
 GA1461
 GA1461;                    North         East    Units  Estimated Accuracy
 GA1461;SPC KY1Z     - 1,058,390.    1,708,930.      MT  (+/- 180 meters Scaled)
 GA1461
 GA1461                          SUPERSEDED SURVEY CONTROL
 GA1461
 GA1461  NGVD 29 (??/??/92)  349.493  (m)         1146.63   (f) ADJ UNCH    2 0
 GA1461
 GA1461.Superseded values are not recommended for survey control.
 GA1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1461.See file dsdata.txt to determine how the superseded data were derived.
 GA1461
 GA1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA852793(NAD 83)
 GA1461_MARKER: DB = BENCH MARK DISK
 GA1461_SETTING: 66 = SET IN ROCK OUTCROP
 GA1461_SP_SET: ROCK CUT
 GA1461_STAMPING: E 291 1952 1146.628
 GA1461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1461+STABILITY: POSITION/ELEVATION WELL
 GA1461
 GA1461  HISTORY     - Date     Condition        Report By
 GA1461  HISTORY     - 1952     MONUMENTED       CGS
 GA1461  HISTORY     - 1957     GOOD             NGS
 GA1461
 GA1461                          STATION DESCRIPTION
 GA1461
 GA1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA1461'1.2 MI NE FROM WALLINS.
 GA1461'1.2 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA1461'FROM THE STATION AT WALLINS, HARLAN COUNTY, 48 FEET EAST ACROSS
 GA1461'THE TRACK FROM THE FIFTEENTH POLE NORTHEAST OF MILEPOST 233
 GA1461'(THIS POLE IS THE TENTH POLE SOUTHEAST OF A SUSPENSION FOOTBRIDGE
 GA1461'ACROSS CUMBERLAND RIVER), ON THE OUTSIDE OF A LONG CURVE IN
 GA1461'THE TRACK, 11 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 GA1461'IN THE TOP OF THE BOTTOM LEDGE OF A ROCK CUT, AND ABOUT 1 FOOT
 GA1461'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1395 ***********************************************************************
 GY1395  DESIGNATION -  E 292
 GY1395  PID         -  GY1395
 GY1395  STATE/COUNTY-  KY/JOHNSON
 GY1395  USGS QUAD   -  PAINTSVILLE (1992)
 GY1395
 GY1395                         *CURRENT SURVEY CONTROL
 GY1395  ___________________________________________________________________
 GY1395* NAD 83(1986)-  37 50 44.     (N)    082 51 27.     (W)     SCALED    
 GY1395* NAVD 88     -       194.536  (meters)     638.24   (feet)  ADJUSTED  
 GY1395  ___________________________________________________________________
 GY1395  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GY1395  DYNAMIC HT  -         194.392 (meters)     637.77  (feet)  COMP
 GY1395  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 GY1395
 GY1395  VERT ORDER  -  SECOND    CLASS 0
 GY1395
 GY1395.The horizontal coordinates were scaled from a topographic map and have
 GY1395.an estimated accuracy of +/- 6 seconds.
 GY1395
 GY1395.The orthometric height was determined by differential leveling
 GY1395.and adjusted by the National Geodetic Survey in June 1991..
 GY1395
 GY1395.The geoid height was determined by GEOID03.
 GY1395
 GY1395.The dynamic height is computed by dividing the NAVD 88
 GY1395.geopotential number by the normal gravity value computed on the
 GY1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1395.degrees latitude (g = 980.6199 gals.).
 GY1395
 GY1395.The modeled gravity was interpolated from observed gravity values.
 GY1395
 GY1395;                    North         East    Units  Estimated Accuracy
 GY1395;SPC KY1Z     - 1,171,780.    1,754,520.      MT  (+/- 180 meters Scaled)
 GY1395
 GY1395                          SUPERSEDED SURVEY CONTROL
 GY1395
 GY1395  NGVD 29 (??/??/92)  194.737  (m)          638.90   (f) ADJ UNCH    2 0
 GY1395
 GY1395.Superseded values are not recommended for survey control.
 GY1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1395.See file dsdata.txt to determine how the superseded data were derived.
 GY1395
 GY1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB365903(NAD 83)
 GY1395_MARKER: DB = BENCH MARK DISK
 GY1395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1395_SP_SET: CULVERT
 GY1395_STAMPING: E 292 1952 638.900
 GY1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1395
 GY1395  HISTORY     - Date     Condition        Report By
 GY1395  HISTORY     - 1952     MONUMENTED       CGS
 GY1395  HISTORY     - 1955     GOOD             NGS
 GY1395  HISTORY     - 20020806 MARK NOT FOUND   KYDT
 GY1395
 GY1395                          STATION DESCRIPTION
 GY1395
 GY1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1395'0.9 MI N FROM STAFFORDSVILLE.
 GY1395'0.9 MILE NORTH ALONG STATE HIGHWAY 172 FROM THE JUNCTION OF U.S.
 GY1395'HIGHWAY 460 AT WEST EDGE OF STAFFORDSVILLE, 0.45 MILE NORTH OF A
 GY1395'120-FOOT BRIDGE OVER MUDLICK CREEK, AT THE NORTHWEST END OF A
 GY1395'LONG CUT NORTHEAST OF HIGHWAY, NORTH AND ACROSS HIGHWAY FROM THE
 GY1395'NORTH CORNER OF A STONE HOUSE, IN THE TOP OF THE NORTHWEST END
 GY1395'OF THE NORTHEAST HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT, 24
 GY1395'FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, ABOUT LEVEL WITH
 GY1395'HIGHWAY.
 GY1395
 GY1395                          STATION RECOVERY (2002)
 GY1395
 GY1395'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY1395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1876 ***********************************************************************
 GY1876  DESIGNATION -  E 293
 GY1876  PID         -  GY1876
 GY1876  STATE/COUNTY-  KY/MAGOFFIN
 GY1876  USGS QUAD   -  SALYERSVILLE NORTH (1992)
 GY1876
 GY1876                         *CURRENT SURVEY CONTROL
 GY1876  ___________________________________________________________________
 GY1876* NAD 83(1986)-  37 48 36.     (N)    083 00 55.     (W)     SCALED    
 GY1876* NAVD 88     -       277.262  (meters)     909.65   (feet)  ADJUSTED  
 GY1876  ___________________________________________________________________
 GY1876  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GY1876  DYNAMIC HT  -         277.052 (meters)     908.96  (feet)  COMP
 GY1876  MODELED GRAV-     979,865.9   (mgal)                       NAVD 88
 GY1876
 GY1876  VERT ORDER  -  SECOND    CLASS 0
 GY1876
 GY1876.The horizontal coordinates were scaled from a topographic map and have
 GY1876.an estimated accuracy of +/- 6 seconds.
 GY1876
 GY1876.The orthometric height was determined by differential leveling
 GY1876.and adjusted by the National Geodetic Survey in June 1991..
 GY1876
 GY1876.The geoid height was determined by GEOID03.
 GY1876
 GY1876.The dynamic height is computed by dividing the NAVD 88
 GY1876.geopotential number by the normal gravity value computed on the
 GY1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1876.degrees latitude (g = 980.6199 gals.).
 GY1876
 GY1876.The modeled gravity was interpolated from observed gravity values.
 GY1876
 GY1876;                    North         East    Units  Estimated Accuracy
 GY1876;SPC KY1Z     - 1,167,410.    1,740,760.      MT  (+/- 180 meters Scaled)
 GY1876
 GY1876                          SUPERSEDED SURVEY CONTROL
 GY1876
 GY1876  NGVD 29 (??/??/92)  277.451  (m)          910.27   (f) ADJ UNCH    2 0
 GY1876
 GY1876.Superseded values are not recommended for survey control.
 GY1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1876.See file dsdata.txt to determine how the superseded data were derived.
 GY1876
 GY1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB225866(NAD 83)
 GY1876_MARKER: DB = BENCH MARK DISK
 GY1876_SETTING: 66 = SET IN ROCK OUTCROP
 GY1876_SP_SET: ROCK CUT
 GY1876_STAMPING: E 293 1952 910.270
 GY1876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1876+STABILITY: POSITION/ELEVATION WELL
 GY1876
 GY1876  HISTORY     - Date     Condition        Report By
 GY1876  HISTORY     - 1952     MONUMENTED       CGS
 GY1876  HISTORY     - 1955     GOOD             NGS
 GY1876  HISTORY     - 19990319 MARK NOT FOUND   KYDT
 GY1876
 GY1876                          STATION DESCRIPTION
 GY1876
 GY1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1876'2.6 MI N FROM FALCON.
 GY1876'0.65 MILE NORTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GY1876'AT FALCON, THENCE ABOUT 2.0 MILES NORTHWEST ALONG A GRAVEL
 GY1876'ROAD, ABOUT 0.6 MILES SOUTHEAST OF THE POST OFFICE AT LEATHA,
 GY1876'ABOUT 75 YARDS SOUTHEAST OF A CROSSROAD, AT A FOOT PATH LEADING
 GY1876'NORTHEAST TO AN OIL WELL PUMP HOUSE, IN THE SOUTHWEST FACE OF THE
 GY1876'NORTHWEST END OF A ROCK CUT NORTHEAST OF THE ROAD, 23 FEET
 GY1876'NORTHEAST OF THE CENTER LINE OF ROAD, 16 FEET SOUTHEAST OF
 GY1876'FOOT PATH AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
 GY1876
 GY1876                          STATION RECOVERY (1999)
 GY1876
 GY1876'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0429 ***********************************************************************
 GY0429  DESIGNATION -  E 294
 GY0429  PID         -  GY0429
 GY0429  STATE/COUNTY-  KY/PIKE
 GY0429  USGS QUAD   -  META (1992)
 GY0429
 GY0429                         *CURRENT SURVEY CONTROL
 GY0429  ___________________________________________________________________
 GY0429* NAD 83(1986)-  37 34 01.     (N)    082 27 57.     (W)     SCALED    
 GY0429* NAVD 88     -       223.477  (meters)     733.19   (feet)  ADJUSTED  
 GY0429  ___________________________________________________________________
 GY0429  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GY0429  DYNAMIC HT  -         223.308 (meters)     732.64  (feet)  COMP
 GY0429  MODELED GRAV-     979,869.5   (mgal)                       NAVD 88
 GY0429
 GY0429  VERT ORDER  -  SECOND    CLASS 0
 GY0429
 GY0429.The horizontal coordinates were scaled from a topographic map and have
 GY0429.an estimated accuracy of +/- 6 seconds.
 GY0429
 GY0429.The orthometric height was determined by differential leveling
 GY0429.and adjusted by the National Geodetic Survey in June 1991..
 GY0429
 GY0429.The geoid height was determined by GEOID03.
 GY0429
 GY0429.The dynamic height is computed by dividing the NAVD 88
 GY0429.geopotential number by the normal gravity value computed on the
 GY0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0429.degrees latitude (g = 980.6199 gals.).
 GY0429
 GY0429.The modeled gravity was interpolated from observed gravity values.
 GY0429
 GY0429;                    North         East    Units  Estimated Accuracy
 GY0429;SPC KY1Z     - 1,142,010.    1,790,060.      MT  (+/- 180 meters Scaled)
 GY0429
 GY0429                          SUPERSEDED SURVEY CONTROL
 GY0429
 GY0429  NGVD 29 (??/??/92)  223.679  (m)          733.85   (f) ADJ UNCH    2 0
 GY0429
 GY0429.Superseded values are not recommended for survey control.
 GY0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0429.See file dsdata.txt to determine how the superseded data were derived.
 GY0429
 GY0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB705587(NAD 83)
 GY0429_MARKER: DB = BENCH MARK DISK
 GY0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0429_SP_SET: CULVERT
 GY0429_STAMPING: E 294 1952 733.854
 GY0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0429+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 GY0429
 GY0429  HISTORY     - Date     Condition        Report By
 GY0429  HISTORY     - 1952     MONUMENTED       CGS
 GY0429  HISTORY     - 1956     GOOD             NGS
 GY0429  HISTORY     - 20010626 GOOD             KYDT
 GY0429
 GY0429                          STATION DESCRIPTION
 GY0429
 GY0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0429'2.6 MI W FROM META.
 GY0429'1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION WITH
 GY0429'STATE HIGHWAY 632 AT META, THENCE 0.8 MILE NORTHWEST ALONG STATE
 GY0429'HIGHWAY 304, SOUTHEAST AND DIAGONALLY ACROSS HIGHWAY FROM A PIPE
 GY0429'LINE PUMPING STATION, 13 FEET EAST OF THE CENTER LINE OF HIGHWAY,
 GY0429'IN THE TOP AND 6 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE
 GY0429'HEAD WALL OF A 4.5-FOOT CONCRETE AND STONE BOX CULVERT, ABOUT
 GY0429'LEVEL WITH HIGHWAY.
 GY0429
 GY0429                          STATION RECOVERY (2001)
 GY0429
 GY0429'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0429'STATE HIGHWAY 304 NOW KY 194.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1585 ***********************************************************************
 GY1585  DESIGNATION -  E 295
 GY1585  PID         -  GY1585
 GY1585  STATE/COUNTY-  KY/PIKE
 GY1585  USGS QUAD   -  THOMAS (1992)
 GY1585
 GY1585                         *CURRENT SURVEY CONTROL
 GY1585  ___________________________________________________________________
 GY1585* NAD 83(1986)-  37 39 56.     (N)    082 33 42.     (W)     SCALED    
 GY1585* NAVD 88     -       213.297  (meters)     699.79   (feet)  ADJUSTED  
 GY1585  ___________________________________________________________________
 GY1585  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GY1585  DYNAMIC HT  -         213.139 (meters)     699.27  (feet)  COMP
 GY1585  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 GY1585
 GY1585  VERT ORDER  -  SECOND    CLASS 0
 GY1585
 GY1585.The horizontal coordinates were scaled from a topographic map and have
 GY1585.an estimated accuracy of +/- 6 seconds.
 GY1585
 GY1585.The orthometric height was determined by differential leveling
 GY1585.and adjusted by the National Geodetic Survey in June 1991..
 GY1585
 GY1585.The geoid height was determined by GEOID03.
 GY1585
 GY1585.The dynamic height is computed by dividing the NAVD 88
 GY1585.geopotential number by the normal gravity value computed on the
 GY1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1585.degrees latitude (g = 980.6199 gals.).
 GY1585
 GY1585.The modeled gravity was interpolated from observed gravity values.
 GY1585
 GY1585;                    North         East    Units  Estimated Accuracy
 GY1585;SPC KY1Z     - 1,152,660.    1,781,230.      MT  (+/- 180 meters Scaled)
 GY1585
 GY1585                          SUPERSEDED SURVEY CONTROL
 GY1585
 GY1585  NGVD 29 (??/??/92)  213.508  (m)          700.48   (f) ADJ UNCH    2 0
 GY1585
 GY1585.Superseded values are not recommended for survey control.
 GY1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1585.See file dsdata.txt to determine how the superseded data were derived.
 GY1585
 GY1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB622698(NAD 83)
 GY1585_MARKER: DB = BENCH MARK DISK
 GY1585_SETTING: 66 = SET IN ROCK OUTCROP
 GY1585_SP_SET: ROCK CLIFF
 GY1585_STAMPING: E 295 1952 700.484
 GY1585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1585+STABILITY: POSITION/ELEVATION WELL
 GY1585
 GY1585  HISTORY     - Date     Condition        Report By
 GY1585  HISTORY     - 1952     MONUMENTED       CGS
 GY1585  HISTORY     - 1956     GOOD             NGS
 GY1585
 GY1585                          STATION DESCRIPTION
 GY1585
 GY1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1585'2.4 MI SE FROM THOMAS.
 GY1585'2.45 MILES SOUTHEAST ALONG BRUSHY FORK ROAD FROM THE JUNCTION
 GY1585'WITH JOHNS CREEK ROAD AT THOMAS, 0.3 MILE SOUTHEAST OF BIG
 GY1585'BRANCH SCHOOL, 0.1 MILE WEST OF A 2-STORY FARM HOUSE, SET
 GY1585'VERTICALLY IN THE SOUTH FACE OF 4-FOOT HIGH ROCK CLIFF EXPOSED
 GY1585'BY WATER RUN, 9 FEET NORTH OF CENTER OF ROAD, 3 FEET WEST OF
 GY1585'CENTER OF THE WATER RUN, 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0478 ***********************************************************************
 GY0478  DESIGNATION -  E 296
 GY0478  PID         -  GY0478
 GY0478  STATE/COUNTY-  KY/PIKE
 GY0478  USGS QUAD   -  WILLIAMSON (1992)
 GY0478
 GY0478                         *CURRENT SURVEY CONTROL
 GY0478  ___________________________________________________________________
 GY0478* NAD 83(1986)-  37 38 12.     (N)    082 21 20.     (W)     SCALED    
 GY0478* NAVD 88     -       221.864  (meters)     727.90   (feet)  ADJUSTED  
 GY0478  ___________________________________________________________________
 GY0478  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GY0478  DYNAMIC HT  -         221.699 (meters)     727.36  (feet)  COMP
 GY0478  MODELED GRAV-     979,880.7   (mgal)                       NAVD 88
 GY0478
 GY0478  VERT ORDER  -  SECOND    CLASS 0
 GY0478
 GY0478.The horizontal coordinates were scaled from a topographic map and have
 GY0478.an estimated accuracy of +/- 6 seconds.
 GY0478
 GY0478.The orthometric height was determined by differential leveling
 GY0478.and adjusted by the National Geodetic Survey in June 1991..
 GY0478
 GY0478.The geoid height was determined by GEOID03.
 GY0478
 GY0478.The dynamic height is computed by dividing the NAVD 88
 GY0478.geopotential number by the normal gravity value computed on the
 GY0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0478.degrees latitude (g = 980.6199 gals.).
 GY0478
 GY0478.The modeled gravity was interpolated from observed gravity values.
 GY0478
 GY0478;                    North         East    Units  Estimated Accuracy
 GY0478;SPC KY1Z     - 1,150,100.    1,799,520.      MT  (+/- 180 meters Scaled)
 GY0478
 GY0478                          SUPERSEDED SURVEY CONTROL
 GY0478
 GY0478  NGVD 29 (??/??/92)  222.088  (m)          728.63   (f) ADJ UNCH    2 0
 GY0478
 GY0478.Superseded values are not recommended for survey control.
 GY0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0478.See file dsdata.txt to determine how the superseded data were derived.
 GY0478
 GY0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB803663(NAD 83)
 GY0478_MARKER: DB = BENCH MARK DISK
 GY0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0478_SP_SET: CULVERT
 GY0478_STAMPING: E 296 1952 728.634
 GY0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0478+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 GY0478
 GY0478  HISTORY     - Date     Condition        Report By
 GY0478  HISTORY     - 1952     MONUMENTED       CGS
 GY0478  HISTORY     - 1956     GOOD             NGS
 GY0478  HISTORY     - 20010627 GOOD             KYDT
 GY0478
 GY0478                          STATION DESCRIPTION
 GY0478
 GY0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0478'1.6 MI N FROM SIDNEY.
 GY0478'1.55 MILES NORTH ALONG STATE HIGHWAY 468 FROM THE JUNCTION OF U.S.
 GY0478'HIGHWAY 119 AND BEVINS SCHOOL AT SIDNEY, 0.25 MILE NORTH OF A
 GY0478'CEMETERY, 16 FEET EAST OF THE CENTER LINE OF HIGHWAY, IN THE
 GY0478'TOP AND 1.5 FEET SOUTH OF THE NORTH END OF EAST CONCRETE HEAD WALL
 GY0478'OF AN 8-FOOT CONCRETE AND STONE CULVERT FOR SCOTTS BRANCH, ABOUT
 GY0478'LEVEL WITH HIGHWAY.
 GY0478
 GY0478                          STATION RECOVERY (2001)
 GY0478
 GY0478'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0478'MARK IS ABOUT 1 FOOT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0724 ***********************************************************************
 GY0724  DESIGNATION -  E 297
 GY0724  PID         -  GY0724
 GY0724  STATE/COUNTY-  KY/PIKE
 GY0724  USGS QUAD   -  LICK CREEK (1978)
 GY0724
 GY0724                         *CURRENT SURVEY CONTROL
 GY0724  ___________________________________________________________________
 GY0724* NAD 83(1986)-  37 25 11.     (N)    082 21 29.     (W)     SCALED    
 GY0724* NAVD 88     -       224.607  (meters)     736.90   (feet)  ADJUSTED  
 GY0724  ___________________________________________________________________
 GY0724  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GY0724  DYNAMIC HT  -         224.433 (meters)     736.33  (feet)  COMP
 GY0724  MODELED GRAV-     979,849.0   (mgal)                       NAVD 88
 GY0724
 GY0724  VERT ORDER  -  SECOND    CLASS 0
 GY0724
 GY0724.The horizontal coordinates were scaled from a topographic map and have
 GY0724.an estimated accuracy of +/- 6 seconds.
 GY0724
 GY0724.The orthometric height was determined by differential leveling
 GY0724.and adjusted by the National Geodetic Survey in June 1991..
 GY0724
 GY0724.The geoid height was determined by GEOID03.
 GY0724
 GY0724.The dynamic height is computed by dividing the NAVD 88
 GY0724.geopotential number by the normal gravity value computed on the
 GY0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0724.degrees latitude (g = 980.6199 gals.).
 GY0724
 GY0724.The modeled gravity was interpolated from observed gravity values.
 GY0724
 GY0724;                    North         East    Units  Estimated Accuracy
 GY0724;SPC KY1Z     - 1,126,030.    1,800,170.      MT  (+/- 180 meters Scaled)
 GY0724
 GY0724                          SUPERSEDED SURVEY CONTROL
 GY0724
 GY0724  NGVD 29 (??/??/92)  224.810  (m)          737.56   (f) ADJ UNCH    2 0
 GY0724
 GY0724.Superseded values are not recommended for survey control.
 GY0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0724.See file dsdata.txt to determine how the superseded data were derived.
 GY0724
 GY0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB798423(NAD 83)
 GY0724_MARKER: DB = BENCH MARK DISK
 GY0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0724_STAMPING: E 297 1952 737.564
 GY0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0724+STABILITY: SURFACE MOTION
 GY0724
 GY0724  HISTORY     - Date     Condition        Report By
 GY0724  HISTORY     - 1952     MONUMENTED       CGS
 GY0724  HISTORY     - 1956     GOOD             NGS
 GY0724  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY0724
 GY0724                          STATION DESCRIPTION
 GY0724
 GY0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0724'1.2 MI SE FROM PHYLLIS.
 GY0724'0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GY0724'AND SCHOOL AT PHYLLIS, THENCE 1.05 MILES SOUTHEAST ALONG A GRAVEL
 GY0724'ROAD FOLLOWING LEVISA FORK OF BIG SANDY RIVER, 0.3 MILE WEST OF
 GY0724'MILE POST 10 ON A RAILROAD, 25 FEET NORTH OF CENTER OF ROAD, 62
 GY0724'FEET NORTH AND ACROSS ROAD FROM NORTH RAIL, 3 FEET SOUTH AND 5
 GY0724'FEET WEST OF SOUTHEAST CORNER OF A BARN, 143 FEET NORTH AND
 GY0724'ACROSS ROAD AND TRACK FROM NORTHWEST CORNER OF A 2-STORY FARM
 GY0724'HOUSE, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 GY0724'CONCRETE POST ABOUT 2 INCHES BELOW GROUND.
 GY0724
 GY0724                          STATION RECOVERY (1976)
 GY0724
 GY0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0498 ***********************************************************************
 GY0498  DESIGNATION -  E 298
 GY0498  PID         -  GY0498
 GY0498  STATE/COUNTY-  KY/PIKE
 GY0498  USGS QUAD   -  META (1992)
 GY0498
 GY0498                         *CURRENT SURVEY CONTROL
 GY0498  ___________________________________________________________________
 GY0498* NAD 83(1986)-  37 32 01.     (N)    082 23 08.     (W)     SCALED    
 GY0498* NAVD 88     -       265.348  (meters)     870.56   (feet)  ADJUSTED  
 GY0498  ___________________________________________________________________
 GY0498  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GY0498  DYNAMIC HT  -         265.144 (meters)     869.89  (feet)  COMP
 GY0498  MODELED GRAV-     979,853.6   (mgal)                       NAVD 88
 GY0498
 GY0498  VERT ORDER  -  SECOND    CLASS 0
 GY0498
 GY0498.The horizontal coordinates were scaled from a topographic map and have
 GY0498.an estimated accuracy of +/- 6 seconds.
 GY0498
 GY0498.The orthometric height was determined by differential leveling
 GY0498.and adjusted by the National Geodetic Survey in June 1991..
 GY0498
 GY0498.The geoid height was determined by GEOID03.
 GY0498
 GY0498.The dynamic height is computed by dividing the NAVD 88
 GY0498.geopotential number by the normal gravity value computed on the
 GY0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0498.degrees latitude (g = 980.6199 gals.).
 GY0498
 GY0498.The modeled gravity was interpolated from observed gravity values.
 GY0498
 GY0498;                    North         East    Units  Estimated Accuracy
 GY0498;SPC KY1Z     - 1,138,570.    1,797,280.      MT  (+/- 180 meters Scaled)
 GY0498
 GY0498                          SUPERSEDED SURVEY CONTROL
 GY0498
 GY0498  NGVD 29 (??/??/92)  265.551  (m)          871.23   (f) ADJ UNCH    2 0
 GY0498
 GY0498.Superseded values are not recommended for survey control.
 GY0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0498.See file dsdata.txt to determine how the superseded data were derived.
 GY0498
 GY0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB775549(NAD 83)
 GY0498_MARKER: DB = BENCH MARK DISK
 GY0498_SETTING: 66 = SET IN ROCK OUTCROP
 GY0498_SP_SET: ROCK CUT
 GY0498_STAMPING: E 298 1952 871.229
 GY0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0498+STABILITY: POSITION/ELEVATION WELL
 GY0498
 GY0498  HISTORY     - Date     Condition        Report By
 GY0498  HISTORY     - 1952     MONUMENTED       CGS
 GY0498  HISTORY     - 1956     POOR             NGS
 GY0498
 GY0498                          STATION DESCRIPTION
 GY0498
 GY0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0498'5.4 MI SE FROM META.
 GY0498'5.45 MILES SOUTHEAST ALONG STATE HIGHWAY 632 FROM THE JUNCTION
 GY0498'OF U.S. HIGHWAY 119 AT META, ABOUT 110 YARDS NORTH OF THE CENTER
 GY0498'OF A DEEP THRU CUT AND A CURVE WITH TANGENTS EXTENDING NORTH AND
 GY0498'WEST, SET VERTICALLY IN THE EAST FACE OF BOTTOM LAYER OF A DEEP
 GY0498'CUT, 31 FEET NORTH OF WEST END OF AN 18-INCH PIPE CULVERT WITH
 GY0498'RIGHT ANGLE HEAD WALL, 20 FEET WEST OF THE CENTER OF HIGHWAY,
 GY0498'172 FEET SOUTH OF WEST END OF AN 18-INCH PIPE CULVERT WITH RIGHT
 GY0498'ANGLE HEAD WALL, ABOUT 1 FOOT ABOVE GROUND AND ABOUT LEVEL WITH
 GY0498'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0746 ***********************************************************************
 GY0746  DESIGNATION -  E 299
 GY0746  PID         -  GY0746
 GY0746  STATE/COUNTY-  KY/PIKE
 GY0746  USGS QUAD   -  LICK CREEK (1978)
 GY0746
 GY0746                         *CURRENT SURVEY CONTROL
 GY0746  ___________________________________________________________________
 GY0746* NAD 83(1986)-  37 22 49.     (N)    082 15 55.     (W)     SCALED    
 GY0746* NAVD 88     -       304.806  (meters)    1000.02   (feet)  ADJUSTED  
 GY0746  ___________________________________________________________________
 GY0746  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GY0746  DYNAMIC HT  -         304.566 (meters)     999.23  (feet)  COMP
 GY0746  MODELED GRAV-     979,834.8   (mgal)                       NAVD 88
 GY0746
 GY0746  VERT ORDER  -  SECOND    CLASS 0
 GY0746
 GY0746.The horizontal coordinates were scaled from a topographic map and have
 GY0746.an estimated accuracy of +/- 6 seconds.
 GY0746
 GY0746.The orthometric height was determined by differential leveling
 GY0746.and adjusted by the National Geodetic Survey in June 1991..
 GY0746
 GY0746.The geoid height was determined by GEOID03.
 GY0746
 GY0746.The dynamic height is computed by dividing the NAVD 88
 GY0746.geopotential number by the normal gravity value computed on the
 GY0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0746.degrees latitude (g = 980.6199 gals.).
 GY0746
 GY0746.The modeled gravity was interpolated from observed gravity values.
 GY0746
 GY0746;                    North         East    Units  Estimated Accuracy
 GY0746;SPC KY1Z     - 1,121,960.    1,808,540.      MT  (+/- 180 meters Scaled)
 GY0746
 GY0746                          SUPERSEDED SURVEY CONTROL
 GY0746
 GY0746  NGVD 29 (??/??/92)  305.006  (m)         1000.67   (f) ADJ UNCH    2 0
 GY0746
 GY0746.Superseded values are not recommended for survey control.
 GY0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0746.See file dsdata.txt to determine how the superseded data were derived.
 GY0746
 GY0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB879378(NAD 83)
 GY0746_MARKER: DB = BENCH MARK DISK
 GY0746_SETTING: 80 = SET IN A BOULDER
 GY0746_SP_SET: BOULDER
 GY0746_STAMPING: E 299 1952 1000.674
 GY0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0746+STABILITY: SURFACE MOTION
 GY0746
 GY0746  HISTORY     - Date     Condition        Report By
 GY0746  HISTORY     - 1952     MONUMENTED       CGS
 GY0746  HISTORY     - 1956     GOOD             NGS
 GY0746  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY0746
 GY0746                          STATION DESCRIPTION
 GY0746
 GY0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0746'0.8 MI SW FROM MOUTHCARD.
 GY0746'0.2 MILE SOUTH ALONG U.S. HIGHWAY 460 FROM THE BAPTIST CHURCH
 GY0746'AT MOUTHCARD, THENCE 0.65 MILE WEST ALONG A ROAD FOLLOWING ROAD
 GY0746'FORK OF CARD CREEK, 0.3 MILE WEST OF THE JUNCTION OF A ROAD
 GY0746'SOUTH, SET IN THE TOP OF A LARGE BOULDER, 46.5 FEET EAST OF THE
 GY0746'NORTHEAST CORNER OF A HOUSE, 37 FEET SOUTH OF THE CENTER OF ROAD,
 GY0746'35 FEET SOUTHWEST OF SOUTH END OF A 30-INCH PIPE CULVERT, 3.5 FEET
 GY0746'NORTH OF THE SOUTHWEST CORNER OF BOULDER AND ABOUT 3 FEET
 GY0746'BELOW LEVEL OF ROAD.
 GY0746
 GY0746                          STATION RECOVERY (1976)
 GY0746
 GY0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0601 ***********************************************************************
 HZ0601  DESIGNATION -  E 30
 HZ0601  PID         -  HZ0601
 HZ0601  STATE/COUNTY-  KY/CARROLL
 HZ0601  USGS QUAD   -  SANDERS (1987)
 HZ0601
 HZ0601                         *CURRENT SURVEY CONTROL
 HZ0601  ___________________________________________________________________
 HZ0601* NAD 83(1986)-  38 38 17.     (N)    084 59 09.     (W)     SCALED    
 HZ0601* NAVD 88     -       147.750  (meters)     484.74   (feet)  ADJUSTED  
 HZ0601  ___________________________________________________________________
 HZ0601  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ0601  DYNAMIC HT  -         147.653 (meters)     484.42  (feet)  COMP
 HZ0601  MODELED GRAV-     979,967.1   (mgal)                       NAVD 88
 HZ0601
 HZ0601  VERT ORDER  -  SECOND    CLASS 0
 HZ0601
 HZ0601.The horizontal coordinates were scaled from a topographic map and have
 HZ0601.an estimated accuracy of +/- 6 seconds.
 HZ0601
 HZ0601.The orthometric height was determined by differential leveling
 HZ0601.and adjusted by the National Geodetic Survey in June 1991..
 HZ0601
 HZ0601.The geoid height was determined by GEOID03.
 HZ0601
 HZ0601.The dynamic height is computed by dividing the NAVD 88
 HZ0601.geopotential number by the normal gravity value computed on the
 HZ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0601.degrees latitude (g = 980.6199 gals.).
 HZ0601
 HZ0601.The modeled gravity was interpolated from observed gravity values.
 HZ0601
 HZ0601;                    North         East    Units  Estimated Accuracy
 HZ0601;SPC KY1Z     - 1,256,070.    1,566,530.      MT  (+/- 180 meters Scaled)
 HZ0601
 HZ0601                          SUPERSEDED SURVEY CONTROL
 HZ0601
 HZ0601  NGVD 29 (??/??/92)  147.944  (m)          485.38   (f) ADJ UNCH    2 0
 HZ0601
 HZ0601.Superseded values are not recommended for survey control.
 HZ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0601.See file dsdata.txt to determine how the superseded data were derived.
 HZ0601
 HZ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH753785(NAD 83)
 HZ0601_MARKER: DB = BENCH MARK DISK
 HZ0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0601_STAMPING: E 30 1934
 HZ0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0601+STABILITY: SURFACE MOTION
 HZ0601
 HZ0601  HISTORY     - Date     Condition        Report By
 HZ0601  HISTORY     - 1934     MONUMENTED       CGS
 HZ0601  HISTORY     - 1950     MARK NOT FOUND   NGS
 HZ0601
 HZ0601                          STATION DESCRIPTION
 HZ0601
 HZ0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ0601'1.1 MI NE FROM EAGLE.
 HZ0601'1.1 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0601'FROM THE STATION AT EAGLE, CARROLL COUNTY, 0.3 MILE SOUTHWEST
 HZ0601'OF MILEPOST 60, 15 RAILS EAST OF SEMAPHORE 592, AT A FARM-ROAD
 HZ0601'CROSSING, 19.8 FEET EAST OF THE CENTERLINE OF THE ROAD, 15.8
 HZ0601'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET LOWER THAN THE
 HZ0601'TRACK.  A STANDARD DISK, STAMPED E 30 1934 AND SET IN THE TOP
 HZ0601'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1569 ***********************************************************************
 GY1569  DESIGNATION -  E 300
 GY1569  PID         -  GY1569
 GY1569  STATE/COUNTY-  KY/FLOYD
 GY1569  USGS QUAD   -  LANCER (1992)
 GY1569
 GY1569                         *CURRENT SURVEY CONTROL
 GY1569  ___________________________________________________________________
 GY1569* NAD 83(1986)-  37 38 12.     (N)    082 41 42.     (W)     SCALED    
 GY1569* NAVD 88     -       195.032  (meters)     639.87   (feet)  ADJUSTED  
 GY1569  ___________________________________________________________________
 GY1569  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GY1569  DYNAMIC HT  -         194.884 (meters)     639.38  (feet)  COMP
 GY1569  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 GY1569
 GY1569  VERT ORDER  -  SECOND    CLASS 0
 GY1569
 GY1569.The horizontal coordinates were scaled from a topographic map and have
 GY1569.an estimated accuracy of +/- 6 seconds.
 GY1569
 GY1569.The orthometric height was determined by differential leveling
 GY1569.and adjusted by the National Geodetic Survey in June 1991..
 GY1569
 GY1569.The geoid height was determined by GEOID03.
 GY1569
 GY1569.The dynamic height is computed by dividing the NAVD 88
 GY1569.geopotential number by the normal gravity value computed on the
 GY1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1569.degrees latitude (g = 980.6199 gals.).
 GY1569
 GY1569.The modeled gravity was interpolated from observed gravity values.
 GY1569
 GY1569;                    North         East    Units  Estimated Accuracy
 GY1569;SPC KY1Z     - 1,149,060.    1,769,580.      MT  (+/- 180 meters Scaled)
 GY1569
 GY1569                          SUPERSEDED SURVEY CONTROL
 GY1569
 GY1569  NGVD 29 (??/??/92)  195.233  (m)          640.53   (f) ADJ UNCH    2 0
 GY1569
 GY1569.Superseded values are not recommended for survey control.
 GY1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1569.See file dsdata.txt to determine how the superseded data were derived.
 GY1569
 GY1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB504668(NAD 83)
 GY1569_MARKER: DB = BENCH MARK DISK
 GY1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1569_STAMPING: E 300 1952 640.527
 GY1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1569+STABILITY: SURFACE MOTION
 GY1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY1569+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 GY1569
 GY1569  HISTORY     - Date     Condition        Report By
 GY1569  HISTORY     - 1952     MONUMENTED       CGS
 GY1569  HISTORY     - 1956     GOOD             NGS
 GY1569  HISTORY     - 1980     GOOD             DOD
 GY1569  HISTORY     - 20011106 GOOD             KYDT
 GY1569
 GY1569                          STATION DESCRIPTION
 GY1569
 GY1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1569'AT ALVIN.
 GY1569'AT ALVIN, ALONG U.S. HIGHWAY 460 AND 23, AT THE JUNCTION OF STATE
 GY1569'HIGHWAY 1100 LEADING EAST, ABOUT 0.35 MILE NORTHEAST OF THE
 GY1569'SOUTHEAST END OF A SUSPENSION BRIDGE OVER LEVISA FORK OF BIG SANDY
 GY1569'RIVER LEADING NORTHWEST TO THE CHESAPEAKE AND OHIO RAILROAD FLAG
 GY1569'STATION AT EMMA, 160 FEET NORTH-NORTHEAST AND ACROSS A DRIVE EAST
 GY1569'FROM THE NORTH END OF THE EAST CONCRETE GUARD RAIL OF A HIGHWAY
 GY1569'BRIDGE OVER COW CREEK, 153 FEET SOUTH OF CENTER LINE OF HIGHWAY
 GY1569'1100, 86 FEET SOUTH OF THE SOUTHWEST CORNER OF COMMUNITY STORE,
 GY1569'53 FEET EAST OF CENTER LINE OF HIGHWAYS 460 AND 23, 33 FEET NORTH
 GY1569'AND ACROSS DRIVE FROM TELEPHONE POLE NO. 004-27, 22 FEET NORTH OF
 GY1569'CENTER OF DRIVEWAY 1.5 FEET WEST OF A FENCE LINE, 1.5 FEET SOUTH
 GY1569'OF A WHITE WITNESS POST, 1.5 FEET ABOVE LEVEL OF HIGHWAY.
 GY1569
 GY1569                          STATION RECOVERY (1980)
 GY1569
 GY1569'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1569'RECOVERED IN GOOD CONDITION.
 GY1569
 GY1569                          STATION RECOVERY (2001)
 GY1569
 GY1569'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1569'MARK IS BURIED 0.5 FOOT, A RAILROAD SPIKE WAS PLACED ATOP MARK TO AID
 GY1569'IN FUTURE RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1636 ***********************************************************************
 GY1636  DESIGNATION -  E 301
 GY1636  PID         -  GY1636
 GY1636  STATE/COUNTY-  KY/FLOYD
 GY1636  USGS QUAD   -  LANCER (1992)
 GY1636
 GY1636                         *CURRENT SURVEY CONTROL
 GY1636  ___________________________________________________________________
 GY1636* NAD 83(1993)-  37 44 08.87617(N)    082 43 47.42582(W)     ADJUSTED  
 GY1636* NAVD 88     -       218.677  (meters)     717.44   (feet)  ADJUSTED  
 GY1636  ___________________________________________________________________
 GY1636  X           -     639,140.464 (meters)                     COMP
 GY1636  Y           -  -5,009,973.258 (meters)                     COMP
 GY1636  Z           -   3,882,408.269 (meters)                     COMP
 GY1636  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 GY1636  ELLIP HEIGHT-         186.34  (meters)          (01/09/97) GPS OBS
 GY1636  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GY1636  DYNAMIC HT  -         218.513 (meters)     716.90  (feet)  COMP
 GY1636  MODELED GRAV-     979,876.8   (mgal)                       NAVD 88
 GY1636
 GY1636  HORZ ORDER  -  FIRST
 GY1636  VERT ORDER  -  SECOND    CLASS 0
 GY1636  ELLP ORDER  -  FOURTH    CLASS II
 GY1636
 GY1636.The horizontal coordinates were established by GPS observations
 GY1636.and adjusted by the National Geodetic Survey in January 1997..
 GY1636
 GY1636.The orthometric height was determined by differential leveling
 GY1636.and adjusted by the National Geodetic Survey in June 1991..
 GY1636
 GY1636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GY1636
 GY1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY1636
 GY1636.The ellipsoidal height was determined by GPS observations
 GY1636.and is referenced to NAD 83.
 GY1636
 GY1636.The geoid height was determined by GEOID03.
 GY1636
 GY1636.The dynamic height is computed by dividing the NAVD 88
 GY1636.geopotential number by the normal gravity value computed on the
 GY1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1636.degrees latitude (g = 980.6199 gals.).
 GY1636
 GY1636.The modeled gravity was interpolated from observed gravity values.
 GY1636
 GY1636;                    North         East     Units Scale Factor Converg.
 GY1636;SPC KY1Z     - 1,159,955.961 1,766,145.920   MT  0.99990794   +1 51 15.3
 GY1636;SPC KY1Z     - 3,805,622.18  5,794,430.41   sFT  0.99990794   +1 51 15.3
 GY1636;SPC KY S     -   659,895.405   766,163.544   MT  0.99996991   +1 49 53.8
 GY1636;SPC KY S     - 2,165,006.84  2,513,654.89   sFT  0.99996991   +1 49 53.8
 GY1636;UTM  17      - 4,177,910.499   347,575.507   MT  0.99988617   -1 03 32.1
 GY1636
 GY1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY1636!SPC KY1Z     -   0.99997076  x   0.99990794  =   0.99987870
 GY1636!SPC KY S     -   0.99997076  x   0.99996991  =   0.99994067
 GY1636!UTM  17      -   0.99997076  x   0.99988617  =   0.99985693
 GY1636
 GY1636                          SUPERSEDED SURVEY CONTROL
 GY1636
 GY1636  NAVD 88 (01/09/97)  218.68   (m)          717.5    (f) LEVELING    3  
 GY1636  NGVD 29 (??/??/92)  218.88   (m)          718.1    (f) COMPUTED    2 0
 GY1636
 GY1636.Superseded values are not recommended for survey control.
 GY1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1636.See file dsdata.txt to determine how the superseded data were derived.
 GY1636
 GY1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB4757677910(NAD 83)
 GY1636_MARKER: DB = BENCH MARK DISK
 GY1636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1636_SP_SET: MASSIVE WING WALL
 GY1636_STAMPING: E 301 1952 718.119
 GY1636_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1636+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2003
 GY1636
 GY1636  HISTORY     - Date     Condition        Report By
 GY1636  HISTORY     - 1952     MONUMENTED       CGS
 GY1636  HISTORY     - 1956     GOOD             NGS
 GY1636  HISTORY     - 19951101 GOOD             LOWE
 GY1636  HISTORY     - 20010924 GOOD             KYDT
 GY1636  HISTORY     - 20030813 GOOD             KYDT
 GY1636
 GY1636                          STATION DESCRIPTION
 GY1636
 GY1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1636'AT DEWEY DAM.
 GY1636'AT DEWEY DAM ACROSS JOHNS CREEK, NEAR THE SOUTHWEST END OF THE
 GY1636'DAM, IN THE TOP OF THE SOUTHWEST END OF ABUTMENT OF RAMP LEADING
 GY1636'TO GATE HOUSE, 166 FEET NORTHWEST OF THE CENTER OF DOOR TO GATE
 GY1636'HOUSE, 10 FEET SOUTHWEST OF THE CENTER OF RAMP, ABOUT LEVEL WITH
 GY1636'TOP OF DAM.
 GY1636
 GY1636                          STATION RECOVERY (1995)
 GY1636
 GY1636'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GY1636'RECOVERED, EXCEPT NEW TO REACH FOLLOWS,*  THE STATION IS ABOUT 9.7 KM
 GY1636'(6.00 MI) EAST OF PRESTONBURG AT THE DEWEY LAKE DAM.*  TO REACH THE
 GY1636'STATION FROM THE INTERSECTION OF U.S.  HIGHWAYS 23 AND 460 AND STATE
 GY1636'HIGHWAY 3 AT THE ENTRANCE TO JENNY WILEY STATE PARK, GO NORTHEAST 4.82
 GY1636'KM (3.00 MI) ON STATE HIGHWAY 3 TO DEWEY LAKE DAM AND STATION ON THE
 GY1636'RIGHT.*  STATION IS A CGS BRASS DISK SET IN A DRILL HOLE NEAR THE
 GY1636'SOUTHWEST END OF THE DAM IN THE TOP OF THE SOUTHWEST END OF THE
 GY1636'ABUTMENT OF THE RAMP LEADING TO THE ARMY CORPS OF ENGINEERS GATE
 GY1636'HOUSE.  STATION IS 50.6 M (166.0 FT) NORTHWEST OF THE CENTER OF THE
 GY1636'GATE HAOUSE DOOR. 3.0 M (9.8 FT) SOUTHWEST OF THE CENTER OF THE RAMP
 GY1636'TO THE GATE HOUSE.*
 GY1636
 GY1636                          STATION RECOVERY (2001)
 GY1636
 GY1636'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001
 GY1636'RECOVERED IN GOOD CONDITION.
 GY1636
 GY1636                          STATION RECOVERY (2003)
 GY1636
 GY1636'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GY1636'MARK IS ABOUT 42 YARDS SOUTHEAST OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1377 ***********************************************************************
 GY1377  DESIGNATION -  E 302
 GY1377  PID         -  GY1377
 GY1377  STATE/COUNTY-  KY/JOHNSON
 GY1377  USGS QUAD   -  PAINTSVILLE (1992)
 GY1377
 GY1377                         *CURRENT SURVEY CONTROL
 GY1377  ___________________________________________________________________
 GY1377* NAD 83(1986)-  37 51 10.     (N)    082 45 43.     (W)     SCALED    
 GY1377* NAVD 88     -       190.708  (meters)     625.68   (feet)  ADJUSTED  
 GY1377  ___________________________________________________________________
 GY1377  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 GY1377  DYNAMIC HT  -         190.565 (meters)     625.21  (feet)  COMP
 GY1377  MODELED GRAV-     979,877.8   (mgal)                       NAVD 88
 GY1377
 GY1377  VERT ORDER  -  SECOND    CLASS 0
 GY1377
 GY1377.The horizontal coordinates were scaled from a topographic map and have
 GY1377.an estimated accuracy of +/- 6 seconds.
 GY1377
 GY1377.The orthometric height was determined by differential leveling
 GY1377.and adjusted by the National Geodetic Survey in June 1991..
 GY1377
 GY1377.The geoid height was determined by GEOID03.
 GY1377
 GY1377.The dynamic height is computed by dividing the NAVD 88
 GY1377.geopotential number by the normal gravity value computed on the
 GY1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1377.degrees latitude (g = 980.6199 gals.).
 GY1377
 GY1377.The modeled gravity was interpolated from observed gravity values.
 GY1377
 GY1377;                    North         East    Units  Estimated Accuracy
 GY1377;SPC KY1Z     - 1,172,840.    1,762,900.      MT  (+/- 180 meters Scaled)
 GY1377
 GY1377                          SUPERSEDED SURVEY CONTROL
 GY1377
 GY1377  NGVD 29 (??/??/92)  190.911  (m)          626.35   (f) ADJ UNCH    2 0
 GY1377
 GY1377.Superseded values are not recommended for survey control.
 GY1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1377.See file dsdata.txt to determine how the superseded data were derived.
 GY1377
 GY1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB449909(NAD 83)
 GY1377_MARKER: DB = BENCH MARK DISK
 GY1377_SETTING: 66 = SET IN ROCK OUTCROP
 GY1377_SP_SET: ROCK CUT
 GY1377_STAMPING: E 302 1952 626.347
 GY1377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1377+STABILITY: POSITION/ELEVATION WELL
 GY1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1377+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1997
 GY1377
 GY1377  HISTORY     - Date     Condition        Report By
 GY1377  HISTORY     - 1952     MONUMENTED       CGS
 GY1377  HISTORY     - 1955     GOOD             NGS
 GY1377  HISTORY     - 19970617 GOOD             KYDT
 GY1377
 GY1377                          STATION DESCRIPTION
 GY1377
 GY1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1377'0.6 MI N FROM TUTOR KEY.
 GY1377'0.05 MILE WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT TUTOR
 GY1377'KEY, THENCE 0.55 MILE NORTH ALONG A GRAVEL ROAD, 0.5 MILE NORTH
 GY1377'OF THE POST OFFICE AT TUTOR KEY, 127 FEET NORTH OF THE EAST END
 GY1377'OF A 30-INCH PIPE CULVERT, 82 FEET NORTHEAST AND ACROSS ROAD
 GY1377'FROM NORTHEAST CORNER OF A WHITE HOUSE, 16 FEET EAST OF THE
 GY1377'CENTER OF ROAD, IN THE TOP OF THE NORTH END OF A SANDSTONE BENCH
 GY1377'IN ROCK CUT, 3.5 FEET ABOVE THE LEVEL OF ROAD.
 GY1377
 GY1377                          STATION RECOVERY (1997)
 GY1377
 GY1377'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1377'MARK IS EAST AND ACROSS ROAD FROM A POWER POLE WITH SECURITY LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1628 ***********************************************************************
 GY1628  DESIGNATION -  E 303
 GY1628  PID         -  GY1628
 GY1628  STATE/COUNTY-  KY/JOHNSON
 GY1628  USGS QUAD   -  OFFUTT (1992)
 GY1628
 GY1628                         *CURRENT SURVEY CONTROL
 GY1628  ___________________________________________________________________
 GY1628* NAD 83(1986)-  37 47 55.     (N)    082 40 31.     (W)     SCALED    
 GY1628* NAVD 88     -       210.816  (meters)     691.65   (feet)  ADJUSTED  
 GY1628  ___________________________________________________________________
 GY1628  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GY1628  DYNAMIC HT  -         210.659 (meters)     691.14  (feet)  COMP
 GY1628  MODELED GRAV-     979,878.5   (mgal)                       NAVD 88
 GY1628
 GY1628  VERT ORDER  -  SECOND    CLASS 0
 GY1628
 GY1628.The horizontal coordinates were scaled from a topographic map and have
 GY1628.an estimated accuracy of +/- 6 seconds.
 GY1628
 GY1628.The orthometric height was determined by differential leveling
 GY1628.and adjusted by the National Geodetic Survey in June 1991..
 GY1628
 GY1628.The geoid height was determined by GEOID03.
 GY1628
 GY1628.The dynamic height is computed by dividing the NAVD 88
 GY1628.geopotential number by the normal gravity value computed on the
 GY1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1628.degrees latitude (g = 980.6199 gals.).
 GY1628
 GY1628.The modeled gravity was interpolated from observed gravity values.
 GY1628
 GY1628;                    North         East    Units  Estimated Accuracy
 GY1628;SPC KY1Z     - 1,167,080.    1,770,720.      MT  (+/- 180 meters Scaled)
 GY1628
 GY1628                          SUPERSEDED SURVEY CONTROL
 GY1628
 GY1628  NGVD 29 (??/??/92)  211.022  (m)          692.33   (f) ADJ UNCH    2 0
 GY1628
 GY1628.Superseded values are not recommended for survey control.
 GY1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1628.See file dsdata.txt to determine how the superseded data were derived.
 GY1628
 GY1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB525847(NAD 83)
 GY1628_MARKER: DB = BENCH MARK DISK
 GY1628_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1628_SP_SET: BRIDGE
 GY1628_STAMPING: E 303 1952
 GY1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1628
 GY1628  HISTORY     - Date     Condition        Report By
 GY1628  HISTORY     - 1952     MONUMENTED       CGS
 GY1628
 GY1628                          STATION DESCRIPTION
 GY1628
 GY1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY1628'3 MI SE FROM BOONS CAMP.
 GY1628'ABOUT 2.95 MILES SOUTHEAST ALONG A GRAVEL AND DIRT ROAD FROM
 GY1628'THE METHODIST CHURCH AND JUNCTION OF STATE HIGHWAY 40 AT BOONS
 GY1628'CAMP, ABOUT 0.15 MILE NORTHEAST OF HEAD OF GREASY SCHOOL, IN
 GY1628'THE TOP OF THE EAST WING WALL OF THE NORTH STONE ABUTMENT OF A
 GY1628'WOODEN DECK BRIDGE OVER A SMALL CREEK, 10 FEET EAST OF CENTER
 GY1628'LINE OF ROAD, 64 FEET NORTHWEST OF NORTH CORNER OF ELBERT
 GY1628'DANIELS RESIDENCE, 8 FEET SOUTHWEST OF CENTER LINE OF A DIM ROAD
 GY1628'SOUTHEAST AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1629 ***********************************************************************
 GY1629  DESIGNATION -  E 303 RESET 1956
 GY1629  PID         -  GY1629
 GY1629  STATE/COUNTY-  KY/JOHNSON
 GY1629  USGS QUAD   -  OFFUTT (1992)
 GY1629
 GY1629                         *CURRENT SURVEY CONTROL
 GY1629  ___________________________________________________________________
 GY1629* NAD 83(1986)-  37 47 55.     (N)    082 40 31.     (W)     SCALED    
 GY1629* NAVD 88     -       212.77   (meters)     698.1    (feet)  RESET     
 GY1629  ___________________________________________________________________
 GY1629  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GY1629
 GY1629  VERT ORDER  -  THIRD
 GY1629
 GY1629.The horizontal coordinates were scaled from a topographic map and have
 GY1629.an estimated accuracy of +/- 6 seconds.
 GY1629
 GY1629.The orthometric height was computed from unverified reset data.
 GY1629.No vertical observational check was made to the station.
 GY1629
 GY1629.The geoid height was determined by GEOID03.
 GY1629
 GY1629;                    North         East    Units  Estimated Accuracy
 GY1629;SPC KY1Z     - 1,167,080.    1,770,720.      MT  (+/- 180 meters Scaled)
 GY1629
 GY1629                          SUPERSEDED SURVEY CONTROL
 GY1629
 GY1629  NGVD 29 (10/08/05)  212.97   (m)          698.7    (f) RESET       3  
 GY1629
 GY1629.Superseded values are not recommended for survey control.
 GY1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1629.See file dsdata.txt to determine how the superseded data were derived.
 GY1629
 GY1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB525847(NAD 83)
 GY1629_MARKER: DB = BENCH MARK DISK
 GY1629_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY1629_SP_SET: UNSPECIFIED ROCK
 GY1629_STAMPING: E 303 RESET 1956 698.734
 GY1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1629
 GY1629  HISTORY     - Date     Condition        Report By
 GY1629  HISTORY     - 1956     MONUMENTED       CGS
 GY1629  HISTORY     - 1956     GOOD             NGS
 GY1629  HISTORY     - 20011228 MARK NOT FOUND   KYDT
 GY1629
 GY1629                          STATION DESCRIPTION
 GY1629
 GY1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1629'3 MI SE FROM BOONS CAMP.
 GY1629'2.95 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE METHODIST CHURCH
 GY1629'AND JUNCTION OF STATE HIGHWAY 40 AT BOONS CAMP, 0.15 MILE
 GY1629'NORTHEAST OF HEAD OF GREASY SCHOOL, 67 FEET NORTH OF THE CENTER
 GY1629'OF WALK TO ELBERT DANIELS HOUSE, 40.0 FEET EAST NORTHEAST OF
 GY1629'THE CENTER OF NEW ROAD, 6 FEET NORTH OF NORTH CORNER OF LOG
 GY1629'GARAGE, 3 FEET ABOVE GROUND AND 2 FEET ABOVE LEVEL OF NEW ROAD.
 GY1629
 GY1629                          STATION RECOVERY (2001)
 GY1629
 GY1629'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1677 ***********************************************************************
 GY1677  DESIGNATION -  E 304
 GY1677  PID         -  GY1677
 GY1677  STATE/COUNTY-  KY/LAWRENCE
 GY1677  USGS QUAD   -  RICHARDSON (1992)
 GY1677
 GY1677                         *CURRENT SURVEY CONTROL
 GY1677  ___________________________________________________________________
 GY1677* NAD 83(1986)-  37 54 28.     (N)    082 41 42.     (W)     SCALED    
 GY1677* NAVD 88     -       187.672  (meters)     615.72   (feet)  ADJUSTED  
 GY1677  ___________________________________________________________________
 GY1677  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 GY1677  DYNAMIC HT  -         187.535 (meters)     615.27  (feet)  COMP
 GY1677  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 GY1677
 GY1677  VERT ORDER  -  SECOND    CLASS 0
 GY1677
 GY1677.The horizontal coordinates were scaled from a topographic map and have
 GY1677.an estimated accuracy of +/- 6 seconds.
 GY1677
 GY1677.The orthometric height was determined by differential leveling
 GY1677.and adjusted by the National Geodetic Survey in June 1991..
 GY1677
 GY1677.The geoid height was determined by GEOID03.
 GY1677
 GY1677.The dynamic height is computed by dividing the NAVD 88
 GY1677.geopotential number by the normal gravity value computed on the
 GY1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1677.degrees latitude (g = 980.6199 gals.).
 GY1677
 GY1677.The modeled gravity was interpolated from observed gravity values.
 GY1677
 GY1677;                    North         East    Units  Estimated Accuracy
 GY1677;SPC KY1Z     - 1,179,130.    1,768,590.      MT  (+/- 180 meters Scaled)
 GY1677
 GY1677                          SUPERSEDED SURVEY CONTROL
 GY1677
 GY1677  NGVD 29 (??/??/92)  187.88   (m)          616.4    (f) COMPUTED    2 0
 GY1677
 GY1677.Superseded values are not recommended for survey control.
 GY1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1677.See file dsdata.txt to determine how the superseded data were derived.
 GY1677
 GY1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB509969(NAD 83)
 GY1677_MARKER: DB = BENCH MARK DISK
 GY1677_SETTING: 66 = SET IN ROCK OUTCROP
 GY1677_SP_SET: ROCK OUTCROP
 GY1677_STAMPING: E 304 1952 616.390
 GY1677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1677+STABILITY: POSITION/ELEVATION WELL
 GY1677
 GY1677  HISTORY     - Date     Condition        Report By
 GY1677  HISTORY     - 1952     MONUMENTED       CGS
 GY1677  HISTORY     - 1955     GOOD             NGS
 GY1677
 GY1677                          STATION DESCRIPTION
 GY1677
 GY1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1677'2.5 MI SE FROM LOWMANSVILLE.
 GY1677'2.5 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE JUNCTION OF U.S.
 GY1677'HIGHWAY 23 ABOUT 125 YARDS EAST OF THE SCHOOL AT LOWMANSVILLE,
 GY1677'0.65 MILE WEST OF LOST CREEK SCHOOL, 0.8 MILE WEST OF A T-ROAD
 GY1677'JUNCTION, 205 FEET EAST AND ACROSS ROAD FROM A 2-STORY WHITE
 GY1677'HOUSE, 138 FEET NORTHEAST OF THE CENTER OF ROAD AT A SMALL CREEK
 GY1677'FORD, 64 FEET EAST AND ACROSS ROAD FROM AN 8-INCH POPLAR TREE
 GY1677'WITH TRIANGULAR BLAZE, 11 FEET NORTH OF A POLE FENCE, SET IN THE
 GY1677'TOP OF A SANDSTONE OUTCROP, 16 FEET SOUTHEAST OF THE CENTER OF
 GY1677'ROAD, AND 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2178 ***********************************************************************
 GY2178  DESIGNATION -  E 305
 GY2178  PID         -  GY2178
 GY2178  STATE/COUNTY-  KY/PERRY
 GY2178  USGS QUAD   -  VEST (1992)
 GY2178
 GY2178                         *CURRENT SURVEY CONTROL
 GY2178  ___________________________________________________________________
 GY2178* NAD 83(1986)-  37 22 55.     (N)    083 07 17.     (W)     SCALED    
 GY2178* NAVD 88     -       269.373  (meters)     883.77   (feet)  ADJUSTED  
 GY2178  ___________________________________________________________________
 GY2178  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GY2178  DYNAMIC HT  -         269.161 (meters)     883.07  (feet)  COMP
 GY2178  MODELED GRAV-     979,837.0   (mgal)                       NAVD 88
 GY2178
 GY2178  VERT ORDER  -  SECOND    CLASS 0
 GY2178
 GY2178.The horizontal coordinates were scaled from a topographic map and have
 GY2178.an estimated accuracy of +/- 6 seconds.
 GY2178
 GY2178.The orthometric height was determined by differential leveling
 GY2178.and adjusted by the National Geodetic Survey in June 1991..
 GY2178
 GY2178.The geoid height was determined by GEOID03.
 GY2178
 GY2178.The dynamic height is computed by dividing the NAVD 88
 GY2178.geopotential number by the normal gravity value computed on the
 GY2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2178.degrees latitude (g = 980.6199 gals.).
 GY2178
 GY2178.The modeled gravity was interpolated from observed gravity values.
 GY2178
 GY2178;                    North         East    Units  Estimated Accuracy
 GY2178;SPC KY1Z     - 1,119,660.    1,732,760.      MT  (+/- 180 meters Scaled)
 GY2178
 GY2178                          SUPERSEDED SURVEY CONTROL
 GY2178
 GY2178  NGVD 29 (??/??/92)  269.536  (m)          884.30   (f) ADJ UNCH    2 0
 GY2178
 GY2178.Superseded values are not recommended for survey control.
 GY2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2178.See file dsdata.txt to determine how the superseded data were derived.
 GY2178
 GY2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB121393(NAD 83)
 GY2178_MARKER: DB = BENCH MARK DISK
 GY2178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2178_SP_SET: CULVERT
 GY2178_STAMPING: E 305 1952 884.303
 GY2178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2178+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997
 GY2178
 GY2178  HISTORY     - Date     Condition        Report By
 GY2178  HISTORY     - 1952     MONUMENTED       CGS
 GY2178  HISTORY     - 1956     GOOD             NGS
 GY2178  HISTORY     - 19970211 GOOD             KYDT
 GY2178
 GY2178                          STATION DESCRIPTION
 GY2178
 GY2178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2178'2.1 MI E FROM ARY.
 GY2178'2.1 MILES EAST ALONG A ROAD FOLLOWING BALLS BRANCH FROM THE
 GY2178'JUNCTION OF STATE HIGHWAY 15 AND BRIDGE OVER BALLS BRANCH AT
 GY2178'ARY, ABOUT 1.0 MILE NORTHWEST OF THE PERRY-KNOTT COUNTY LINE,
 GY2178'ABOUT 1.15 MILES NORTHWEST OF THE POST OFFICE AT TALCUM, KNOTT
 GY2178'COUNTY, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 GY2178'HEAD WALL OF A 5-FOOT CONCRETE CULVERT FOR A SMALL CREEK, 20 FEET
 GY2178'NORTHEAST OF THE CENTER OF ROAD AND ABOUT 5 FEET BELOW LEVEL OF
 GY2178'ROAD.
 GY2178
 GY2178                          STATION RECOVERY (1997)
 GY2178
 GY2178'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY2178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2175 ***********************************************************************
 GY2175  DESIGNATION -  E 307
 GY2175  PID         -  GY2175
 GY2175  STATE/COUNTY-  KY/KNOTT
 GY2175  USGS QUAD   -  VEST (1992)
 GY2175
 GY2175                         *CURRENT SURVEY CONTROL
 GY2175  ___________________________________________________________________
 GY2175* NAD 83(1986)-  37 23 18.     (N)    083 00 17.     (W)     SCALED    
 GY2175* NAVD 88     -       332.439  (meters)    1090.68   (feet)  ADJUSTED  
 GY2175  ___________________________________________________________________
 GY2175  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GY2175  DYNAMIC HT  -         332.175 (meters)    1089.81  (feet)  COMP
 GY2175  MODELED GRAV-     979,826.5   (mgal)                       NAVD 88
 GY2175
 GY2175  VERT ORDER  -  SECOND    CLASS 0
 GY2175
 GY2175.The horizontal coordinates were scaled from a topographic map and have
 GY2175.an estimated accuracy of +/- 6 seconds.
 GY2175
 GY2175.The orthometric height was determined by differential leveling
 GY2175.and adjusted by the National Geodetic Survey in June 1991..
 GY2175
 GY2175.The geoid height was determined by GEOID03.
 GY2175
 GY2175.The dynamic height is computed by dividing the NAVD 88
 GY2175.geopotential number by the normal gravity value computed on the
 GY2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2175.degrees latitude (g = 980.6199 gals.).
 GY2175
 GY2175.The modeled gravity was interpolated from observed gravity values.
 GY2175
 GY2175;                    North         East    Units  Estimated Accuracy
 GY2175;SPC KY1Z     - 1,120,660.    1,743,060.      MT  (+/- 180 meters Scaled)
 GY2175
 GY2175                          SUPERSEDED SURVEY CONTROL
 GY2175
 GY2175  NGVD 29 (??/??/92)  332.600  (m)         1091.21   (f) ADJ UNCH    2 0
 GY2175
 GY2175.Superseded values are not recommended for survey control.
 GY2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2175.See file dsdata.txt to determine how the superseded data were derived.
 GY2175
 GY2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB225398(NAD 83)
 GY2175_MARKER: DB = BENCH MARK DISK
 GY2175_SETTING: 66 = SET IN ROCK OUTCROP
 GY2175_SP_SET: ROCK CUT
 GY2175_STAMPING: E 30 1952 1091.205
 GY2175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2175+STABILITY: POSITION/ELEVATION WELL
 GY2175
 GY2175  HISTORY     - Date     Condition        Report By
 GY2175  HISTORY     - 1952     MONUMENTED       CGS
 GY2175  HISTORY     - 1956     GOOD             NGS
 GY2175
 GY2175                          STATION DESCRIPTION
 GY2175
 GY2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2175'0.7 MI S FROM VEST.
 GY2175'0.7 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AND ROAD
 GY2175'JUNCTION AT VEST, 0.65 MILE SOUTH OF A STEEL BRIDGE OVER BALLS
 GY2175'FORK, SET VERTICALLY ABOUT 3.5 FEET ABOVE THE GROUND IN THE
 GY2175'EAST FACE OF A 10-FOOT HIGH ROCK CUT, 15 FEET WEST OF THE CENTER
 GY2175'OF ROAD, 6 FEET NORTH OF THE HIGHEST PART OF CUT, AND ABOUT 5
 GY2175'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2195 ***********************************************************************
 GY2195  DESIGNATION -  E 308
 GY2195  PID         -  GY2195
 GY2195  STATE/COUNTY-  KY/KNOTT
 GY2195  USGS QUAD   -  VEST (1992)
 GY2195
 GY2195                         *CURRENT SURVEY CONTROL
 GY2195  ___________________________________________________________________
 GY2195* NAD 83(1986)-  37 28 53.     (N)    083 04 49.     (W)     SCALED    
 GY2195* NAVD 88     -       277.760  (meters)     911.28   (feet)  ADJUSTED  
 GY2195  ___________________________________________________________________
 GY2195  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GY2195  DYNAMIC HT  -         277.542 (meters)     910.57  (feet)  COMP
 GY2195  MODELED GRAV-     979,840.5   (mgal)                       NAVD 88
 GY2195
 GY2195  VERT ORDER  -  SECOND    CLASS 0
 GY2195
 GY2195.The horizontal coordinates were scaled from a topographic map and have
 GY2195.an estimated accuracy of +/- 6 seconds.
 GY2195
 GY2195.The orthometric height was determined by differential leveling
 GY2195.and adjusted by the National Geodetic Survey in June 1991..
 GY2195
 GY2195.The geoid height was determined by GEOID03.
 GY2195
 GY2195.The dynamic height is computed by dividing the NAVD 88
 GY2195.geopotential number by the normal gravity value computed on the
 GY2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2195.degrees latitude (g = 980.6199 gals.).
 GY2195
 GY2195.The modeled gravity was interpolated from observed gravity values.
 GY2195
 GY2195;                    North         East    Units  Estimated Accuracy
 GY2195;SPC KY1Z     - 1,130,790.    1,736,080.      MT  (+/- 180 meters Scaled)
 GY2195
 GY2195                          SUPERSEDED SURVEY CONTROL
 GY2195
 GY2195  NGVD 29 (??/??/92)  277.919  (m)          911.81   (f) ADJ UNCH    2 0
 GY2195
 GY2195.Superseded values are not recommended for survey control.
 GY2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2195.See file dsdata.txt to determine how the superseded data were derived.
 GY2195
 GY2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB160503(NAD 83)
 GY2195_MARKER: DB = BENCH MARK DISK
 GY2195_SETTING: 66 = SET IN ROCK OUTCROP
 GY2195_SP_SET: ROCK CUT
 GY2195_STAMPING: E 308 1952 911.806
 GY2195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2195+STABILITY: POSITION/ELEVATION WELL
 GY2195
 GY2195  HISTORY     - Date     Condition        Report By
 GY2195  HISTORY     - 1952     MONUMENTED       CGS
 GY2195  HISTORY     - 1956     GOOD             NGS
 GY2195
 GY2195                          STATION DESCRIPTION
 GY2195
 GY2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2195'1.7 MI SE FROM DECOY.
 GY2195'1.7 MILES SOUTHEAST ALONG A ROUGH ROAD FOLLOWING LAUREL FORK OF
 GY2195'QUICKSAND CREEK FROM THE SCHOOL AT DECOY, ACROSS CREEK AND ROAD
 GY2195'FROM THE MOUTH OF MERKIE BRANCH, SET VERTICALLY IN THE SOUTH FACE
 GY2195'OF A SMALL VERTICAL CUT IN SLANTING CLIFF, 8.5 FEET NORTHEAST OF
 GY2195'CENTER OF ROAD, 55.5 FEET NORTH AND ACROSS ROAD FROM THE NORTHEAST
 GY2195'PORCH CORNER OF A HOUSE, ABOUT ON EXTENDED LINE OF THE EAST EDGE
 GY2195'OF PORCH, 16 FEET WEST OF EAST END OF EXPOSED PART OF CLIFF, 79
 GY2195'FEET NORTH NORTHWEST OF CENTER OF A WELL AND ABOUT 3 FEET ABOVE LEVEL
 GY2195'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2253 ***********************************************************************
 GY2253  DESIGNATION -  E 309
 GY2253  PID         -  GY2253
 GY2253  STATE/COUNTY-  KY/KNOTT
 GY2253  USGS QUAD   -  CARRIE (1992)
 GY2253
 GY2253                         *CURRENT SURVEY CONTROL
 GY2253  ___________________________________________________________________
 GY2253* NAD 83(1986)-  37 18 42.     (N)    083 05 18.     (W)     SCALED    
 GY2253* NAVD 88     -       305.931  (meters)    1003.71   (feet)  ADJUSTED  
 GY2253  ___________________________________________________________________
 GY2253  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY2253  DYNAMIC HT  -         305.687 (meters)    1002.91  (feet)  COMP
 GY2253  MODELED GRAV-     979,826.1   (mgal)                       NAVD 88
 GY2253
 GY2253  VERT ORDER  -  SECOND    CLASS 0
 GY2253
 GY2253.The horizontal coordinates were scaled from a topographic map and have
 GY2253.an estimated accuracy of +/- 6 seconds.
 GY2253
 GY2253.The orthometric height was determined by differential leveling
 GY2253.and adjusted by the National Geodetic Survey in June 1991..
 GY2253
 GY2253.The geoid height was determined by GEOID03.
 GY2253
 GY2253.The dynamic height is computed by dividing the NAVD 88
 GY2253.geopotential number by the normal gravity value computed on the
 GY2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2253.degrees latitude (g = 980.6199 gals.).
 GY2253
 GY2253.The modeled gravity was interpolated from observed gravity values.
 GY2253
 GY2253;                    North         East    Units  Estimated Accuracy
 GY2253;SPC KY1Z     - 1,111,940.    1,735,910.      MT  (+/- 180 meters Scaled)
 GY2253
 GY2253                          SUPERSEDED SURVEY CONTROL
 GY2253
 GY2253  NGVD 29 (??/??/92)  306.094  (m)         1004.24   (f) ADJ UNCH    2 0
 GY2253
 GY2253.Superseded values are not recommended for survey control.
 GY2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2253.See file dsdata.txt to determine how the superseded data were derived.
 GY2253
 GY2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB149314(NAD 83)
 GY2253_MARKER: DB = BENCH MARK DISK
 GY2253_SETTING: 66 = SET IN ROCK OUTCROP
 GY2253_SP_SET: ROCK CUT
 GY2253_STAMPING: E 309 1952 1004.243
 GY2253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2253+STABILITY: POSITION/ELEVATION WELL
 GY2253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2253+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1996
 GY2253
 GY2253  HISTORY     - Date     Condition        Report By
 GY2253  HISTORY     - 1952     MONUMENTED       CGS
 GY2253  HISTORY     - 1956     GOOD             NGS
 GY2253  HISTORY     - 19960611 GOOD             KYDT
 GY2253
 GY2253                          STATION DESCRIPTION
 GY2253
 GY2253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2253'2.2 MI SE FROM FISTY.
 GY2253'2.2 MILES SOUTH AND SOUTHEAST ALONG CLEAR CREEK ROAD FROM POST
 GY2253'OFFICE AND JUNCTION OF STATE HIGHWAY 80 AT FISTY, ABOUT 100
 GY2253'YARDS NORTHEAST OF THE MOUTH OF A SMALL BRANCH, SET VERTICALLY
 GY2253'IN THE SOUTHWEST FACE OF HEAVY BOTTOM LAYER OF ROCK IN A ROCK
 GY2253'CUT, 0.1 MILE NORTHWEST OF SOUTHEAST END OF CUT, ABOUT 125 YARDS
 GY2253'SOUTHEAST OF NORTHWEST END OF CUT AND A 24-INCH PIPE CULVERT, 15
 GY2253'FEET NORTHEAST OF CENTER OF THE ROAD, ABOUT 2 FEET ABOVE GROUND
 GY2253'AND 3 FEET ABOVE LEVEL OF ROAD.
 GY2253
 GY2253                          STATION RECOVERY (1996)
 GY2253
 GY2253'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2253'KY 80 NOW KY 550, CLEAR CREEK ROAD NOW KY 721, MARK IS 1 FOOT
 GY2253'SOUTHEAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1744 ***********************************************************************
 GY1744  DESIGNATION -  E 310
 GY1744  PID         -  GY1744
 GY1744  STATE/COUNTY-  KY/LAWRENCE
 GY1744  USGS QUAD   -  MILO (1992)
 GY1744
 GY1744                         *CURRENT SURVEY CONTROL
 GY1744  ___________________________________________________________________
 GY1744* NAD 83(1986)-  37 59 55.     (N)    082 35 08.     (W)     SCALED    
 GY1744* NAVD 88     -       184.874  (meters)     606.54   (feet)  ADJUSTED  
 GY1744  ___________________________________________________________________
 GY1744  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 GY1744  DYNAMIC HT  -         184.741 (meters)     606.10  (feet)  COMP
 GY1744  MODELED GRAV-     979,908.2   (mgal)                       NAVD 88
 GY1744
 GY1744  VERT ORDER  -  SECOND    CLASS 0
 GY1744
 GY1744.The horizontal coordinates were scaled from a topographic map and have
 GY1744.an estimated accuracy of +/- 6 seconds.
 GY1744
 GY1744.The orthometric height was determined by differential leveling
 GY1744.and adjusted by the National Geodetic Survey in June 1991..
 GY1744
 GY1744.The geoid height was determined by GEOID03.
 GY1744
 GY1744.The dynamic height is computed by dividing the NAVD 88
 GY1744.geopotential number by the normal gravity value computed on the
 GY1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1744.degrees latitude (g = 980.6199 gals.).
 GY1744
 GY1744.The modeled gravity was interpolated from observed gravity values.
 GY1744
 GY1744;                    North         East    Units  Estimated Accuracy
 GY1744;SPC KY1Z     - 1,189,530.    1,777,870.      MT  (+/- 180 meters Scaled)
 GY1744
 GY1744                          SUPERSEDED SURVEY CONTROL
 GY1744
 GY1744  NGVD 29 (??/??/92)  185.09   (m)          607.2    (f) COMPUTED    2 0
 GY1744
 GY1744.Superseded values are not recommended for survey control.
 GY1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1744.See file dsdata.txt to determine how the superseded data were derived.
 GY1744
 GY1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC607068(NAD 83)
 GY1744_MARKER: DB = BENCH MARK DISK
 GY1744_SETTING: 66 = SET IN ROCK OUTCROP
 GY1744_SP_SET: ROCK OUTCROP
 GY1744_STAMPING: E 310 1952 607.256
 GY1744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1744+STABILITY: POSITION/ELEVATION WELL
 GY1744
 GY1744  HISTORY     - Date     Condition        Report By
 GY1744  HISTORY     - 1952     MONUMENTED       CGS
 GY1744  HISTORY     - 1955     GOOD             NGS
 GY1744
 GY1744                          STATION DESCRIPTION
 GY1744
 GY1744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1744'3.4 MI SE FROM CHAPMAN.
 GY1744'0.55 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD, FROM THE
 GY1744'STATION AT CHAPMAN, THENCE 0.55 MILE EAST AND NORTHEAST ALONG
 GY1744'GRAVEL ROAD, THENCE 1.2 MILES SOUTHEAST AND EAST ALONG GRAVEL
 GY1744'ROAD, THENCE 1.15 MILES SOUTHEAST AND SOUTH ALONG A GRAVEL ROAD,
 GY1744'0.15 MILE NORTH OF THE JUNCTION OF A DIRT ROAD EAST, IN THE TOP
 GY1744'OF A PROMINENT OUTCROP OF ROCK ABOUT 14 BY 12 FEET, 37 FEET SOUTH
 GY1744'OF TELEPHONE POLE NO. 1036, 16 FEET EAST OF THE CENTER OF ROAD,
 GY1744'4.5 FEET EAST OF THE LINE OF TELEPHONE POLES, 2 FEET NORTH OF
 GY1744'SOUTH EDGE OF ROCK, ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1733 ***********************************************************************
 GY1733  DESIGNATION -  E 311
 GY1733  PID         -  GY1733
 GY1733  STATE/COUNTY-  KY/MARTIN
 GY1733  USGS QUAD   -  MILO (1992)
 GY1733
 GY1733                         *CURRENT SURVEY CONTROL
 GY1733  ___________________________________________________________________
 GY1733* NAD 83(1986)-  37 56 03.     (N)    082 31 59.     (W)     SCALED    
 GY1733* NAVD 88     -       188.141  (meters)     617.26   (feet)  ADJUSTED  
 GY1733  ___________________________________________________________________
 GY1733  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 GY1733  DYNAMIC HT  -         188.004 (meters)     616.81  (feet)  COMP
 GY1733  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 GY1733
 GY1733  VERT ORDER  -  SECOND    CLASS 0
 GY1733
 GY1733.The horizontal coordinates were scaled from a topographic map and have
 GY1733.an estimated accuracy of +/- 6 seconds.
 GY1733
 GY1733.The orthometric height was determined by differential leveling
 GY1733.and adjusted by the National Geodetic Survey in June 1991..
 GY1733
 GY1733.The geoid height was determined by GEOID03.
 GY1733
 GY1733.The dynamic height is computed by dividing the NAVD 88
 GY1733.geopotential number by the normal gravity value computed on the
 GY1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1733.degrees latitude (g = 980.6199 gals.).
 GY1733
 GY1733.The modeled gravity was interpolated from observed gravity values.
 GY1733
 GY1733;                    North         East    Units  Estimated Accuracy
 GY1733;SPC KY1Z     - 1,182,540.    1,782,720.      MT  (+/- 180 meters Scaled)
 GY1733
 GY1733                          SUPERSEDED SURVEY CONTROL
 GY1733
 GY1733  NGVD 29 (??/??/92)  188.36   (m)          618.0    (f) COMPUTED    2 0
 GY1733
 GY1733.Superseded values are not recommended for survey control.
 GY1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1733.See file dsdata.txt to determine how the superseded data were derived.
 GY1733
 GY1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB652996(NAD 83)
 GY1733_MARKER: DB = BENCH MARK DISK
 GY1733_SETTING: 66 = SET IN ROCK OUTCROP
 GY1733_SP_SET: ROCK CUT
 GY1733_STAMPING: E 311 1952 617.965
 GY1733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1733+STABILITY: POSITION/ELEVATION WELL
 GY1733
 GY1733  HISTORY     - Date     Condition        Report By
 GY1733  HISTORY     - 1952     MONUMENTED       CGS
 GY1733  HISTORY     - 1955     GOOD             NGS
 GY1733
 GY1733                          STATION DESCRIPTION
 GY1733
 GY1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1733'7 MI N FROM INEZ.
 GY1733'6.95 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF STATE
 GY1733'HIGHWAY 40 AT INEZ, 0.55 MILE NORTH OF GRASSY SCHOOL AT JOB, 298
 GY1733'FEET SOUTHEAST AND ACROSS HIGHWAY FROM THE POST OFFICE AT JOB, 77
 GY1733'FEET SOUTH OF THE SOUTHEAST CORNER OF AN ANGLE HEAD WALL OF A
 GY1733'24-INCH PIPE CULVERT, 28 FEET SOUTH OF THE NORTH END OF A LEDGE,
 GY1733'19 FEET EAST OF THE CENTER LINE OF HIGHWAY, IN THE TOP OF A
 GY1733'LEDGE NEAR THE NORTH END OF ROCK CUT, 2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0534 ***********************************************************************
 GY0534  DESIGNATION -  E 312
 GY0534  PID         -  GY0534
 GY0534  STATE/COUNTY-  KY/MARTIN
 GY0534  USGS QUAD   -  WEBB (1989)
 GY0534
 GY0534                         *CURRENT SURVEY CONTROL
 GY0534  ___________________________________________________________________
 GY0534* NAD 83(1986)-  37 54 39.     (N)    082 29 22.     (W)     SCALED    
 GY0534* NAVD 88     -       178.446  (meters)     585.45   (feet)  ADJUSTED  
 GY0534  ___________________________________________________________________
 GY0534  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GY0534  DYNAMIC HT  -         178.316 (meters)     585.03  (feet)  COMP
 GY0534  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 GY0534
 GY0534  VERT ORDER  -  SECOND    CLASS 0
 GY0534
 GY0534.The horizontal coordinates were scaled from a topographic map and have
 GY0534.an estimated accuracy of +/- 6 seconds.
 GY0534
 GY0534.The orthometric height was determined by differential leveling
 GY0534.and adjusted by the National Geodetic Survey in June 1991..
 GY0534
 GY0534.The geoid height was determined by GEOID03.
 GY0534
 GY0534.The dynamic height is computed by dividing the NAVD 88
 GY0534.geopotential number by the normal gravity value computed on the
 GY0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0534.degrees latitude (g = 980.6199 gals.).
 GY0534
 GY0534.The modeled gravity was interpolated from observed gravity values.
 GY0534
 GY0534;                    North         East    Units  Estimated Accuracy
 GY0534;SPC KY1Z     - 1,180,080.    1,786,640.      MT  (+/- 180 meters Scaled)
 GY0534
 GY0534                          SUPERSEDED SURVEY CONTROL
 GY0534
 GY0534  NGVD 29 (??/??/92)  178.665  (m)          586.17   (f) ADJ UNCH    2 0
 GY0534
 GY0534.Superseded values are not recommended for survey control.
 GY0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0534.See file dsdata.txt to determine how the superseded data were derived.
 GY0534
 GY0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB690969(NAD 83)
 GY0534_MARKER: DB = BENCH MARK DISK
 GY0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0534_SP_SET: ABUTMENT
 GY0534_STAMPING: E 312 1952 586.170
 GY0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0534
 GY0534  HISTORY     - Date     Condition        Report By
 GY0534  HISTORY     - 1952     MONUMENTED       CGS
 GY0534  HISTORY     - 1955     GOOD             NGS
 GY0534
 GY0534                          STATION DESCRIPTION
 GY0534
 GY0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY0534'5.6 MI NE FROM INEZ.
 GY0534'0.65 MILE EAST ALONG STATE HIGHWAY 40 FROM THE COURT HOUSE AT
 GY0534'INEZ, THENCE 5.0 MILES NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.45
 GY0534'MILE NORTHEAST OF TURKEY CREEK CHURCH OF THE NAZARENE, 0.3 MILE
 GY0534'SOUTHWEST OF TURKEY CREEK SCHOOL, IN THE TOP OF THE SECOND STEP
 GY0534'DOWN FROM THE TOP OF NORTHWEST END OF THE NORTHEAST CONCRETE
 GY0534'ABUTMENT OF A 20-FOOT WOODEN DECK BRIDGE OVER TURKEY CREEK, 13
 GY0534'FEET NORTHWEST OF THE CENTER OF ROAD AND 2.5 FEET BELOW THE LEVEL
 GY0534'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1673 ***********************************************************************
 GY1673  DESIGNATION -  E 313
 GY1673  PID         -  GY1673
 GY1673  STATE/COUNTY-  KY/MARTIN
 GY1673  USGS QUAD   -  INEZ (1992)
 GY1673
 GY1673                         *CURRENT SURVEY CONTROL
 GY1673  ___________________________________________________________________
 GY1673* NAD 83(1986)-  37 51 26.     (N)    082 31 14.     (W)     SCALED    
 GY1673* NAVD 88     -       201.933  (meters)     662.51   (feet)  ADJUSTED  
 GY1673  ___________________________________________________________________
 GY1673  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GY1673  DYNAMIC HT  -         201.786 (meters)     662.03  (feet)  COMP
 GY1673  MODELED GRAV-     979,894.4   (mgal)                       NAVD 88
 GY1673
 GY1673  VERT ORDER  -  SECOND    CLASS 0
 GY1673
 GY1673.The horizontal coordinates were scaled from a topographic map and have
 GY1673.an estimated accuracy of +/- 6 seconds.
 GY1673
 GY1673.The orthometric height was determined by differential leveling
 GY1673.and adjusted by the National Geodetic Survey in June 1991..
 GY1673
 GY1673.The geoid height was determined by GEOID03.
 GY1673
 GY1673.The dynamic height is computed by dividing the NAVD 88
 GY1673.geopotential number by the normal gravity value computed on the
 GY1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1673.degrees latitude (g = 980.6199 gals.).
 GY1673
 GY1673.The modeled gravity was interpolated from observed gravity values.
 GY1673
 GY1673;                    North         East    Units  Estimated Accuracy
 GY1673;SPC KY1Z     - 1,174,040.    1,784,120.      MT  (+/- 180 meters Scaled)
 GY1673
 GY1673                          SUPERSEDED SURVEY CONTROL
 GY1673
 GY1673  NGVD 29 (??/??/92)  202.15   (m)          663.2    (f) COMPUTED    2 0
 GY1673
 GY1673.Superseded values are not recommended for survey control.
 GY1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1673.See file dsdata.txt to determine how the superseded data were derived.
 GY1673
 GY1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB662910(NAD 83)
 GY1673_MARKER: DB = BENCH MARK DISK
 GY1673_SETTING: 66 = SET IN ROCK OUTCROP
 GY1673_SP_SET: ROCK CUT
 GY1673_STAMPING: E 313 1952 663.217
 GY1673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1673+STABILITY: POSITION/ELEVATION WELL
 GY1673
 GY1673  HISTORY     - Date     Condition        Report By
 GY1673  HISTORY     - 1952     MONUMENTED       CGS
 GY1673  HISTORY     - 1955     GOOD             NGS
 GY1673  HISTORY     - 20011227 MARK NOT FOUND   KYDT
 GY1673
 GY1673                          STATION DESCRIPTION
 GY1673
 GY1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1673'1.6 MI SE FROM INEZ.
 GY1673'1.55 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE COURT HOUSE
 GY1673'AT INEZ, 0.15 MILE NORTHWEST OF JUNCTION OF ROAD SOUTHWEST ALONG
 GY1673'COLDWATER CREEK, 95 FEET NORTH AND ACROSS HIGHWAY FROM NORTH
 GY1673'CORNER OF YOUNGS DRIVE-INN, 31 FEET NORTHEAST OF CENTER LINE OF
 GY1673'HIGHWAY, 15 FEET NORTHWEST OF SOUTHEAST PART OF CUT THAT IS ROCK,
 GY1673'IN THE TOP OF A NARROW SHELF OF ROCK CUT, 9.5 FEET NORTHWEST OF
 GY1673'A 12-INCH TRIANGLE CHISELED IN FACE OF CUT, ABOUT 2 FEET ABOVE
 GY1673'LEVEL OF HIGHWAY.
 GY1673
 GY1673                          STATION RECOVERY (2001)
 GY1673
 GY1673'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1673'THERE HAS BEEN ROAD WIDENING OF KY 40 NEAR LOCATION AND A ASPHALT
 GY1673'DRIVE HAS BEEN CUT IN ON THE NORTHEAST SIDE OF ROAD AT LOCATION,
 GY1673'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0444 ***********************************************************************
 GY0444  DESIGNATION -  E 314
 GY0444  PID         -  GY0444
 GY0444  STATE/COUNTY-  KY/MARTIN
 GY0444  USGS QUAD   -  KERMIT (1992)
 GY0444
 GY0444                         *CURRENT SURVEY CONTROL
 GY0444  ___________________________________________________________________
 GY0444* NAD 83(1986)-  37 46 04.     (N)    082 28 52.     (W)     SCALED    
 GY0444* NAVD 88     -       198.560  (meters)     651.44   (feet)  ADJUSTED  
 GY0444  ___________________________________________________________________
 GY0444  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GY0444  DYNAMIC HT  -         198.414 (meters)     650.96  (feet)  COMP
 GY0444  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 GY0444
 GY0444  VERT ORDER  -  SECOND    CLASS 0
 GY0444
 GY0444.The horizontal coordinates were scaled from a topographic map and have
 GY0444.an estimated accuracy of +/- 6 seconds.
 GY0444
 GY0444.The orthometric height was determined by differential leveling
 GY0444.and adjusted by the National Geodetic Survey in June 1991..
 GY0444
 GY0444.The geoid height was determined by GEOID03.
 GY0444
 GY0444.The dynamic height is computed by dividing the NAVD 88
 GY0444.geopotential number by the normal gravity value computed on the
 GY0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0444.degrees latitude (g = 980.6199 gals.).
 GY0444
 GY0444.The modeled gravity was interpolated from observed gravity values.
 GY0444
 GY0444;                    North         East    Units  Estimated Accuracy
 GY0444;SPC KY1Z     - 1,164,240.    1,787,930.      MT  (+/- 180 meters Scaled)
 GY0444
 GY0444                          SUPERSEDED SURVEY CONTROL
 GY0444
 GY0444  NGVD 29 (??/??/92)  198.776  (m)          652.15   (f) ADJ UNCH    2 0
 GY0444
 GY0444.Superseded values are not recommended for survey control.
 GY0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0444.See file dsdata.txt to determine how the superseded data were derived.
 GY0444
 GY0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB695810(NAD 83)
 GY0444_MARKER: DB = BENCH MARK DISK
 GY0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0444_SP_SET: FOUNDATION
 GY0444_STAMPING: E 314 1952 652.151
 GY0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0444+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2001
 GY0444
 GY0444  HISTORY     - Date     Condition        Report By
 GY0444  HISTORY     - 1952     MONUMENTED       CGS
 GY0444  HISTORY     - 1956     GOOD             NGS
 GY0444  HISTORY     - 20011226 GOOD             KYDT
 GY0444
 GY0444                          STATION DESCRIPTION
 GY0444
 GY0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0444'AT MC CLURE.
 GY0444'AT MC CLURE, SET VERTICALLY IN NORTHWEST FACE OF CONCRETE
 GY0444'FOUNDATION OF SCHOOL BUILDING, 1 FOOT NORTHEAST OF WEST CORNER
 GY0444'OF BUILDING, 29 FEET SOUTHEAST OF CENTER OF ROAD, ABOUT 1 FOOT
 GY0444'ABOVE GROUND AND 4 FEET BELOW LEVEL OF ROAD.
 GY0444
 GY0444                          STATION RECOVERY (2001)
 GY0444
 GY0444'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0444'BUILDING NOW ELIZABETH UNITED BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0655 ***********************************************************************
 GY0655  DESIGNATION -  E 315
 GY0655  PID         -  GY0655
 GY0655  STATE/COUNTY-  KY/PIKE
 GY0655  USGS QUAD   -  JAMBOREE (1977)
 GY0655
 GY0655                         *CURRENT SURVEY CONTROL
 GY0655  ___________________________________________________________________
 GY0655* NAD 83(1986)-  37 26 25.     (N)    082 11 52.     (W)     SCALED    
 GY0655* NAVD 88     -       432.183  (meters)    1417.92   (feet)  ADJUSTED  
 GY0655  ___________________________________________________________________
 GY0655  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GY0655  DYNAMIC HT  -         431.844 (meters)    1416.81  (feet)  COMP
 GY0655  MODELED GRAV-     979,832.4   (mgal)                       NAVD 88
 GY0655
 GY0655  VERT ORDER  -  SECOND    CLASS 0
 GY0655
 GY0655.The horizontal coordinates were scaled from a topographic map and have
 GY0655.an estimated accuracy of +/- 6 seconds.
 GY0655
 GY0655.The orthometric height was determined by differential leveling
 GY0655.and adjusted by the National Geodetic Survey in June 1991..
 GY0655
 GY0655.The geoid height was determined by GEOID03.
 GY0655
 GY0655.The dynamic height is computed by dividing the NAVD 88
 GY0655.geopotential number by the normal gravity value computed on the
 GY0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0655.degrees latitude (g = 980.6199 gals.).
 GY0655
 GY0655.The modeled gravity was interpolated from observed gravity values.
 GY0655
 GY0655;                    North         East    Units  Estimated Accuracy
 GY0655;SPC KY1Z     - 1,128,830.    1,814,260.      MT  (+/- 180 meters Scaled)
 GY0655
 GY0655                          SUPERSEDED SURVEY CONTROL
 GY0655
 GY0655  NGVD 29 (??/??/92)  432.379  (m)         1418.56   (f) ADJ UNCH    2 0
 GY0655
 GY0655.Superseded values are not recommended for survey control.
 GY0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0655.See file dsdata.txt to determine how the superseded data were derived.
 GY0655
 GY0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB940443(NAD 83)
 GY0655_MARKER: DB = BENCH MARK DISK
 GY0655_SETTING: 66 = SET IN ROCK OUTCROP
 GY0655_SP_SET: ROCK CUT
 GY0655_STAMPING: E 315 1952 1418.563
 GY0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0655+STABILITY: POSITION/ELEVATION WELL
 GY0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0655+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 GY0655
 GY0655  HISTORY     - Date     Condition        Report By
 GY0655  HISTORY     - 1952     MONUMENTED       CGS
 GY0655  HISTORY     - 1956     GOOD             NGS
 GY0655  HISTORY     - 20020723 GOOD             KYDT
 GY0655
 GY0655                          STATION DESCRIPTION
 GY0655
 GY0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0655'3.8 MI NE FROM DUNLAP.
 GY0655'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 194 FROM THE POST OFFICE
 GY0655'AND ROAD JUNCTION AT DUNLAP, ON WEST SLOPE OF LONG HILL, SET
 GY0655'VERTICALLY SOUTHWEST FACE OF A ROCK CUT, 22 FEET NORTHEAST OF THE
 GY0655'CENTER LINE OF HIGHWAY, 106 FEET NORTH NORTHWEST AND ACROSS
 GY0655'HIGHWAY FROM A 9-INCH LOCUST TREE WITH TRIANGLE BLAZE, 83.5
 GY0655'FEET SOUTHEAST OF SOUTHEAST END OF A RIGHT ANGLE STONE HEAD
 GY0655'WALL FOR AN 18-INCH PIPE CULVERT, 49.5 FEET EAST AND ACROSS
 GY0655'HIGHWAY FROM A CURVE SIGN POST, 2.5 FEET ABOVE LEVEL OF HIGHWAY.
 GY0655
 GY0655                          STATION RECOVERY (2002)
 GY0655
 GY0655'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0555 ***********************************************************************
 GY0555  DESIGNATION -  E 316
 GY0555  PID         -  GY0555
 GY0555  STATE/COUNTY-  KY/PIKE
 GY0555  USGS QUAD   -  ELKHORN CITY (1978)
 GY0555
 GY0555                         *CURRENT SURVEY CONTROL
 GY0555  ___________________________________________________________________
 GY0555* NAD 83(1986)-  37 18 20.     (N)    082 20 32.     (W)     SCALED    
 GY0555* NAVD 88     -       254.914  (meters)     836.33   (feet)  ADJUSTED  
 GY0555  ___________________________________________________________________
 GY0555  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GY0555  DYNAMIC HT  -         254.709 (meters)     835.66  (feet)  COMP
 GY0555  MODELED GRAV-     979,819.9   (mgal)                       NAVD 88
 GY0555
 GY0555  VERT ORDER  -  SECOND    CLASS 0
 GY0555
 GY0555.The horizontal coordinates were scaled from a topographic map and have
 GY0555.an estimated accuracy of +/- 6 seconds.
 GY0555
 GY0555.The orthometric height was determined by differential leveling
 GY0555.and adjusted by the National Geodetic Survey in June 1991..
 GY0555
 GY0555.The geoid height was determined by GEOID03.
 GY0555
 GY0555.The dynamic height is computed by dividing the NAVD 88
 GY0555.geopotential number by the normal gravity value computed on the
 GY0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0555.degrees latitude (g = 980.6199 gals.).
 GY0555
 GY0555.The modeled gravity was interpolated from observed gravity values.
 GY0555
 GY0555;                    North         East    Units  Estimated Accuracy
 GY0555;SPC KY1Z     - 1,113,420.    1,802,030.      MT  (+/- 180 meters Scaled)
 GY0555
 GY0555                          SUPERSEDED SURVEY CONTROL
 GY0555
 GY0555  NGVD 29 (??/??/92)  255.113  (m)          836.98   (f) ADJ UNCH    2 0
 GY0555
 GY0555.Superseded values are not recommended for survey control.
 GY0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0555.See file dsdata.txt to determine how the superseded data were derived.
 GY0555
 GY0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB810296(NAD 83)
 GY0555_MARKER: DB = BENCH MARK DISK
 GY0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0555_SP_SET: FOOTING
 GY0555_STAMPING: E 316 1952 836.983
 GY0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0555
 GY0555  HISTORY     - Date     Condition        Report By
 GY0555  HISTORY     - 1952     MONUMENTED       CGS
 GY0555  HISTORY     - 1956     GOOD             NGS
 GY0555  HISTORY     - 20020723 MARK NOT FOUND   KYDT
 GY0555
 GY0555                          STATION DESCRIPTION
 GY0555
 GY0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0555'0.8 MI SE FROM ELKHORN CITY.
 GY0555'0.8 MILE SOUTHEAST ALONG THE CLINCHFIELD RAILROAD FROM THE
 GY0555'STATION AT ELKHORN CITY, 0.2 MILE NORTHWEST OF THE SOUTHEAST
 GY0555'END OF THE YARDS, 190 FEET NORTHWEST OF THE CROSSING OF STATE
 GY0555'HIGHWAY 80, 124 FEET NORTH ACROSS TRACKS FROM MILE POST 1, AT
 GY0555'THE SOUTHEAST ONE OF TWO WATER TANK FOR THE RAILROAD, SET IN THE
 GY0555'TOP OF THE SOUTH CORNER OF THE CONCRETE FOOTING OF THE SOUTH
 GY0555'LEG, 13.5 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 1 FOOT
 GY0555'BELOW THE LEVEL OF TRACK.
 GY0555
 GY0555                          STATION RECOVERY (2002)
 GY0555
 GY0555'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0763 ***********************************************************************
 GY0763  DESIGNATION -  E 317
 GY0763  PID         -  GY0763
 GY0763  STATE/COUNTY-  KY/PIKE
 GY0763  USGS QUAD   -  ELKHORN CITY (1978)
 GY0763
 GY0763                         *CURRENT SURVEY CONTROL
 GY0763  ___________________________________________________________________
 GY0763* NAD 83(1986)-  37 16 51.     (N)    082 22 16.     (W)     SCALED    
 GY0763* NAVD 88     -       261.828  (meters)     859.01   (feet)  ADJUSTED  
 GY0763  ___________________________________________________________________
 GY0763  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GY0763  DYNAMIC HT  -         261.618 (meters)     858.33  (feet)  COMP
 GY0763  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 GY0763
 GY0763  VERT ORDER  -  SECOND    CLASS 0
 GY0763
 GY0763.The horizontal coordinates were scaled from a topographic map and have
 GY0763.an estimated accuracy of +/- 6 seconds.
 GY0763
 GY0763.The orthometric height was determined by differential leveling
 GY0763.and adjusted by the National Geodetic Survey in June 1991..
 GY0763
 GY0763.The geoid height was determined by GEOID03.
 GY0763
 GY0763.The dynamic height is computed by dividing the NAVD 88
 GY0763.geopotential number by the normal gravity value computed on the
 GY0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0763.degrees latitude (g = 980.6199 gals.).
 GY0763
 GY0763.The modeled gravity was interpolated from observed gravity values.
 GY0763
 GY0763;                    North         East    Units  Estimated Accuracy
 GY0763;SPC KY1Z     - 1,110,580.    1,799,570.      MT  (+/- 180 meters Scaled)
 GY0763
 GY0763                          SUPERSEDED SURVEY CONTROL
 GY0763
 GY0763  NGVD 29 (??/??/92)  262.023  (m)          859.65   (f) ADJ UNCH    2 0
 GY0763
 GY0763.Superseded values are not recommended for survey control.
 GY0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0763.See file dsdata.txt to determine how the superseded data were derived.
 GY0763
 GY0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB784269(NAD 83)
 GY0763_MARKER: DB = BENCH MARK DISK
 GY0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0763_SP_SET: CULVERT
 GY0763_STAMPING: E 317 1952 859.654
 GY0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0763+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2002
 GY0763
 GY0763  HISTORY     - Date     Condition        Report By
 GY0763  HISTORY     - 1952     MONUMENTED       CGS
 GY0763  HISTORY     - 1956     GOOD             NGS
 GY0763  HISTORY     - 20020725 GOOD             KYDT
 GY0763
 GY0763                          STATION DESCRIPTION
 GY0763
 GY0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0763'1.9 MI SW FROM ELKHORN CITY.
 GY0763'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 197 FROM THE HIGH SCHOOL
 GY0763'AT ELKHORN CITY, 0.45 MILE EAST OF A 150-FOOT BRIDGE OVER ELKHORN
 GY0763'CREEK, 51 FEET EAST SOUTHEAST AND ACROSS HIGHWAY FROM POWER POLE
 GY0763'NO. 38, 16 FEET SOUTHEAST OF THE CENTER OF HIGHWAY, SET IN THE
 GY0763'TOP OF THE NORTHEAST END OF SOUTHEAST HEAD WALL OF A 4-FOOT
 GY0763'CONCRETE BOX CULVERT, ABOUT LEVEL WITH HIGHWAY.
 GY0763
 GY0763                          STATION RECOVERY (2002)
 GY0763
 GY0763'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0763'MARK IS 1 FOOT BELOW ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1170 ***********************************************************************
 GY1170  DESIGNATION -  E 318
 GY1170  PID         -  GY1170
 GY1170  STATE/COUNTY-  KY/FLOYD
 GY1170  USGS QUAD   -  WAYLAND (1992)
 GY1170
 GY1170                         *CURRENT SURVEY CONTROL
 GY1170  ___________________________________________________________________
 GY1170* NAD 83(1986)-  37 26 39.     (N)    082 48 21.     (W)     SCALED    
 GY1170* NAVD 88     -       217.462  (meters)     713.46   (feet)  ADJUSTED  
 GY1170  ___________________________________________________________________
 GY1170  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GY1170  DYNAMIC HT  -         217.291 (meters)     712.90  (feet)  COMP
 GY1170  MODELED GRAV-     979,839.6   (mgal)                       NAVD 88
 GY1170
 GY1170  VERT ORDER  -  SECOND    CLASS 0
 GY1170
 GY1170.The horizontal coordinates were scaled from a topographic map and have
 GY1170.an estimated accuracy of +/- 6 seconds.
 GY1170
 GY1170.The orthometric height was determined by differential leveling
 GY1170.and adjusted by the National Geodetic Survey in June 1991..
 GY1170
 GY1170.The geoid height was determined by GEOID03.
 GY1170
 GY1170.The dynamic height is computed by dividing the NAVD 88
 GY1170.geopotential number by the normal gravity value computed on the
 GY1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1170.degrees latitude (g = 980.6199 gals.).
 GY1170
 GY1170.The modeled gravity was interpolated from observed gravity values.
 GY1170
 GY1170;                    North         East    Units  Estimated Accuracy
 GY1170;SPC KY1Z     - 1,127,390.    1,760,470.      MT  (+/- 180 meters Scaled)
 GY1170
 GY1170                          SUPERSEDED SURVEY CONTROL
 GY1170
 GY1170  NGVD 29 (??/??/92)  217.638  (m)          714.03   (f) ADJ UNCH    2 0
 GY1170
 GY1170.Superseded values are not recommended for survey control.
 GY1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1170.See file dsdata.txt to determine how the superseded data were derived.
 GY1170
 GY1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB402456(NAD 83)
 GY1170_MARKER: DB = BENCH MARK DISK
 GY1170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1170_SP_SET: CULVERT
 GY1170_STAMPING: E 318 1952 714.034
 GY1170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1170+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 GY1170
 GY1170  HISTORY     - Date     Condition        Report By
 GY1170  HISTORY     - 1952     MONUMENTED       CGS
 GY1170  HISTORY     - 1956     GOOD             NGS
 GY1170  HISTORY     - 1980     GOOD             DOD
 GY1170  HISTORY     - 20060124 GOOD             KYTC
 GY1170
 GY1170                          STATION DESCRIPTION
 GY1170
 GY1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1170'AT WAYLAND.
 GY1170'AT WAYLAND, 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE
 GY1170'HIGH SCHOOL, SET IN THE TOP AND 1 FOOT SOUTH OF THE NORTH END
 GY1170'OF THE EAST HEAD WALL OF A 30-FOOT CONCRETE CULVERT WITH TWO
 GY1170'PARTITIONS OVER STEEL CREEK, 17 FEET EAST OF CENTER LINE OF
 GY1170'HIGHWAY, 55 YARDS SOUTH OF THE JUNCTION OF A BLACK TOP ROAD EAST
 GY1170'AND ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 GY1170
 GY1170                          STATION RECOVERY (1980)
 GY1170
 GY1170'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1170'RECOVERED IN GOOD CONDITION.
 GY1170
 GY1170                          STATION RECOVERY (2006)
 GY1170
 GY1170'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0180 ***********************************************************************
 GY0180  DESIGNATION -  E 319
 GY0180  PID         -  GY0180
 GY0180  STATE/COUNTY-  KY/PIKE
 GY0180  USGS QUAD   -  BELFRY (1992)
 GY0180
 GY0180                         *CURRENT SURVEY CONTROL
 GY0180  ___________________________________________________________________
 GY0180* NAD 83(1986)-  37 36 01.     (N)    082 17 27.     (W)     SCALED    
 GY0180* NAVD 88     -       350.926  (meters)    1151.33   (feet)  ADJUSTED  
 GY0180  ___________________________________________________________________
 GY0180  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GY0180  DYNAMIC HT  -         350.662 (meters)    1150.46  (feet)  COMP
 GY0180  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 GY0180
 GY0180  VERT ORDER  -  SECOND    CLASS 0
 GY0180
 GY0180.The horizontal coordinates were scaled from a topographic map and have
 GY0180.an estimated accuracy of +/- 6 seconds.
 GY0180
 GY0180.The orthometric height was determined by differential leveling
 GY0180.and adjusted by the National Geodetic Survey in June 1991..
 GY0180
 GY0180.The geoid height was determined by GEOID03.
 GY0180
 GY0180.The dynamic height is computed by dividing the NAVD 88
 GY0180.geopotential number by the normal gravity value computed on the
 GY0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0180.degrees latitude (g = 980.6199 gals.).
 GY0180
 GY0180.The modeled gravity was interpolated from observed gravity values.
 GY0180
 GY0180;                    North         East    Units  Estimated Accuracy
 GY0180;SPC KY1Z     - 1,146,270.    1,805,370.      MT  (+/- 180 meters Scaled)
 GY0180
 GY0180                          SUPERSEDED SURVEY CONTROL
 GY0180
 GY0180  NGVD 29 (??/??/92)  351.151  (m)         1152.07   (f) ADJ UNCH    2 0
 GY0180
 GY0180.Superseded values are not recommended for survey control.
 GY0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0180.See file dsdata.txt to determine how the superseded data were derived.
 GY0180
 GY0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB860622(NAD 83)
 GY0180_MARKER: DB = BENCH MARK DISK
 GY0180_SETTING: 66 = SET IN ROCK OUTCROP
 GY0180_SP_SET: ROCK CUT
 GY0180_STAMPING: E 319 1952 1152.068
 GY0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0180+STABILITY: POSITION/ELEVATION WELL
 GY0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0180+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 GY0180
 GY0180  HISTORY     - Date     Condition        Report By
 GY0180  HISTORY     - 1952     MONUMENTED       CGS
 GY0180  HISTORY     - 1956     GOOD             NGS
 GY0180  HISTORY     - 1981     GOOD             NGS
 GY0180  HISTORY     - 20010626 GOOD             KYDT
 GY0180
 GY0180                          STATION DESCRIPTION
 GY0180
 GY0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0180'2.6 MI SE FROM CANADA.
 GY0180'2.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 GY0180'AT CANADA, 2.35 MILES SOUTHWEST OF CHURCH OF CHRIST AT SHARONDALE,
 GY0180'ABOUT 0.4 MILE EAST OF THE TOP OF A GRADE AND THRU CUT, ON THE
 GY0180'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND SOUTHWEST,
 GY0180'AND AT THE SOUTHEAST END OF CURVE, 234 FEET NORTHWEST OF NORTHEAST
 GY0180'END OF 1 1/2 FOOT STONE CULVERT, 24 FEET NORTHEAST OF THE CENTER
 GY0180'LINE OF HIGHWAY, SET VERTICALLY IN SOUTHWEST FACE OF ROCK CUT,
 GY0180'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 GY0180
 GY0180                          STATION RECOVERY (1981)
 GY0180
 GY0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GY0180'RECOVERED IN GOOD CONDITION.
 GY0180
 GY0180                          STATION RECOVERY (2001)
 GY0180
 GY0180'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0076 ***********************************************************************
 HZ0076  DESIGNATION -  E 32
 HZ0076  PID         -  HZ0076
 HZ0076  STATE/COUNTY-  KY/FAYETTE
 HZ0076  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0076
 HZ0076                         *CURRENT SURVEY CONTROL
 HZ0076  ___________________________________________________________________
 HZ0076* NAD 83(1986)-  38 04 42.     (N)    084 25 32.     (W)     SCALED    
 HZ0076* NAVD 88     -       287.192  (meters)     942.23   (feet)  ADJUSTED  
 HZ0076  ___________________________________________________________________
 HZ0076  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ0076  DYNAMIC HT  -         286.983 (meters)     941.54  (feet)  COMP
 HZ0076  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 HZ0076
 HZ0076  VERT ORDER  -  SECOND    CLASS 0
 HZ0076
 HZ0076.The horizontal coordinates were scaled from a topographic map and have
 HZ0076.an estimated accuracy of +/- 6 seconds.
 HZ0076
 HZ0076.The orthometric height was determined by differential leveling
 HZ0076.and adjusted by the National Geodetic Survey in June 1991..
 HZ0076
 HZ0076.The geoid height was determined by GEOID03.
 HZ0076
 HZ0076.The dynamic height is computed by dividing the NAVD 88
 HZ0076.geopotential number by the normal gravity value computed on the
 HZ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0076.degrees latitude (g = 980.6199 gals.).
 HZ0076
 HZ0076.The modeled gravity was interpolated from observed gravity values.
 HZ0076
 HZ0076;                    North         East    Units  Estimated Accuracy
 HZ0076;SPC KY1Z     - 1,194,490.    1,616,190.      MT  (+/- 180 meters Scaled)
 HZ0076
 HZ0076                          SUPERSEDED SURVEY CONTROL
 HZ0076
 HZ0076  NGVD 29 (??/??/92)  287.360  (m)          942.78   (f) ADJ UNCH    2 0
 HZ0076
 HZ0076.Superseded values are not recommended for survey control.
 HZ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0076.See file dsdata.txt to determine how the superseded data were derived.
 HZ0076
 HZ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH258176(NAD 83)
 HZ0076_MARKER: DB = BENCH MARK DISK
 HZ0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0076_STAMPING: E 32 1935 942.780
 HZ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0076+STABILITY: SURFACE MOTION
 HZ0076
 HZ0076  HISTORY     - Date     Condition        Report By
 HZ0076  HISTORY     - 1935     MONUMENTED       CGS
 HZ0076  HISTORY     - 1955     GOOD             NGS
 HZ0076  HISTORY     - 1959     MARK NOT FOUND   USGS
 HZ0076
 HZ0076                          STATION DESCRIPTION
 HZ0076
 HZ0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0076'5 MI NE FROM LEXINGTON.
 HZ0076'1.75 MILES NORTHEAST ON LIMESTONE STREET FROM POST OFFICE IN
 HZ0076'LEXINGTON, 0.45 MILE SOUTHEAST ALONG BY-PASS U.S. HIGHWAY 25 FROM
 HZ0076'LIMESTONE STREET, 2.5 MILES NORTHEAST ALONG BRYAN STATION ROAD FROM
 HZ0076'BY-PASS 25 TO RAILROAD CROSSING, THENCE 0.3 MILE NORTH AND
 HZ0076'NORTHWEST ALONG TRACK AND AROUND CURVE TO MOTOR CAR SIDING AND OLD
 HZ0076'RAILROAD GRADE WITH RAILS AND TIES REMOVED, 250 FEET NORTHWEST
 HZ0076'OF THE MOTOR CAR SIDING, 37.4 FEET SOUTHEAST OF RAILROAD SIGN
 HZ0076'END VAL SEC. NO. 82, 21.6 FEET WEST OF SECOND POLE NORTHWEST OF
 HZ0076'MOTOR CAR SIDING, 18.6 FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT
 HZ0076'3.5 FEET BELOW THE LEVEL OF THE RAIL.
 HZ0076
 HZ0076                          STATION RECOVERY (1959)
 HZ0076
 HZ0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HZ0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1111 ***********************************************************************
 GY1111  DESIGNATION -  E 320
 GY1111  PID         -  GY1111
 GY1111  STATE/COUNTY-  KY/PIKE
 GY1111  USGS QUAD   -  PIKEVILLE (1992)
 GY1111
 GY1111                         *CURRENT SURVEY CONTROL
 GY1111  ___________________________________________________________________
 GY1111* NAD 83(1986)-  37 27 15.     (N)    082 31 54.     (W)     SCALED    
 GY1111* NAVD 88     -       210.597  (meters)     690.93   (feet)  ADJUSTED  
 GY1111  ___________________________________________________________________
 GY1111  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GY1111  DYNAMIC HT  -         210.435 (meters)     690.40  (feet)  COMP
 GY1111  MODELED GRAV-     979,859.5   (mgal)                       NAVD 88
 GY1111
 GY1111  VERT ORDER  -  SECOND    CLASS 0
 GY1111
 GY1111.The horizontal coordinates were scaled from a topographic map and have
 GY1111.an estimated accuracy of +/- 6 seconds.
 GY1111
 GY1111.The orthometric height was determined by differential leveling
 GY1111.and adjusted by the National Geodetic Survey in June 1991..
 GY1111
 GY1111.The geoid height was determined by GEOID03.
 GY1111
 GY1111.The dynamic height is computed by dividing the NAVD 88
 GY1111.geopotential number by the normal gravity value computed on the
 GY1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1111.degrees latitude (g = 980.6199 gals.).
 GY1111
 GY1111.The modeled gravity was interpolated from observed gravity values.
 GY1111
 GY1111;                    North         East    Units  Estimated Accuracy
 GY1111;SPC KY1Z     - 1,129,300.    1,784,680.      MT  (+/- 180 meters Scaled)
 GY1111
 GY1111                          SUPERSEDED SURVEY CONTROL
 GY1111
 GY1111  NGVD 29 (??/??/92)  210.797  (m)          691.59   (f) ADJ UNCH    2 0
 GY1111
 GY1111.Superseded values are not recommended for survey control.
 GY1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1111.See file dsdata.txt to determine how the superseded data were derived.
 GY1111
 GY1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB645463(NAD 83)
 GY1111_MARKER: DB = BENCH MARK DISK
 GY1111_SETTING: 66 = SET IN ROCK OUTCROP
 GY1111_SP_SET: ROCK CUT
 GY1111_STAMPING: E 320 1953 691.590
 GY1111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1111+STABILITY: POSITION/ELEVATION WELL
 GY1111
 GY1111  HISTORY     - Date     Condition        Report By
 GY1111  HISTORY     - 1953     MONUMENTED       CGS
 GY1111  HISTORY     - 1956     GOOD             NGS
 GY1111
 GY1111                          STATION DESCRIPTION
 GY1111
 GY1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1111'3 MI SW FROM PIKEVILLE.
 GY1111'2.2 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY1111'STATION AT PIKEVILLE TO RAILROAD BRIDGE OVER ISLAND CREEK AT
 GY1111'TITAN SIDING, THENCE 0.85 MILE SOUTHWEST ALONG A ROAD FOLLOWING
 GY1111'ISLAND CREEK, ABOUT 0.15 MILE NORTHEAST OF A SMALL CEMETERY, SET
 GY1111'VERTICALLY IN THE SOUTHEAST FACE OF AN 8-FOOT HIGH ROCK CUT, 23.5
 GY1111'FEET NORTHWEST OF THE CENTER OF ROAD, 60.5 FEET SOUTHWEST OF
 GY1111'CENTER OF NORTH END OF A 24-INCH PIPE CULVERT FOR A SMALL HOLLOW,
 GY1111'ABOUT 38 YARDS WEST AND ACROSS ROAD FROM A STONE CHIMNEY AT
 GY1111'RUINS OF HOUSE SITE, AND ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1530 ***********************************************************************
 GY1530  DESIGNATION -  E 321
 GY1530  PID         -  GY1530
 GY1530  STATE/COUNTY-  KY/FLOYD
 GY1530  USGS QUAD   -  HAROLD (1992)
 GY1530
 GY1530                         *CURRENT SURVEY CONTROL
 GY1530  ___________________________________________________________________
 GY1530* NAD 83(1986)-  37 31 20.     (N)    082 40 34.     (W)     SCALED    
 GY1530* NAVD 88     -       210.550  (meters)     690.78   (feet)  ADJUSTED  
 GY1530  ___________________________________________________________________
 GY1530  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GY1530  DYNAMIC HT  -         210.388 (meters)     690.25  (feet)  COMP
 GY1530  MODELED GRAV-     979,857.7   (mgal)                       NAVD 88
 GY1530
 GY1530  VERT ORDER  -  SECOND    CLASS 0
 GY1530
 GY1530.The horizontal coordinates were scaled from a topographic map and have
 GY1530.an estimated accuracy of +/- 6 seconds.
 GY1530
 GY1530.The orthometric height was determined by differential leveling
 GY1530.and adjusted by the National Geodetic Survey in June 1991..
 GY1530
 GY1530.The geoid height was determined by GEOID03.
 GY1530
 GY1530.The dynamic height is computed by dividing the NAVD 88
 GY1530.geopotential number by the normal gravity value computed on the
 GY1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1530.degrees latitude (g = 980.6199 gals.).
 GY1530
 GY1530.The modeled gravity was interpolated from observed gravity values.
 GY1530
 GY1530;                    North         East    Units  Estimated Accuracy
 GY1530;SPC KY1Z     - 1,136,420.    1,771,660.      MT  (+/- 180 meters Scaled)
 GY1530
 GY1530                          SUPERSEDED SURVEY CONTROL
 GY1530
 GY1530  NGVD 29 (??/??/92)  210.741  (m)          691.41   (f) ADJ UNCH    2 0
 GY1530
 GY1530.Superseded values are not recommended for survey control.
 GY1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1530.See file dsdata.txt to determine how the superseded data were derived.
 GY1530
 GY1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB518541(NAD 83)
 GY1530_MARKER: DB = BENCH MARK DISK
 GY1530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1530_SP_SET: BRIDGE ABUTMENT
 GY1530_STAMPING: E 321 1953 691.406
 GY1530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1530
 GY1530  HISTORY     - Date     Condition        Report By
 GY1530  HISTORY     - 1953     MONUMENTED       CGS
 GY1530  HISTORY     - 1956     GOOD             NGS
 GY1530  HISTORY     - 20010611 MARK NOT FOUND   KYDT
 GY1530  HISTORY     - 20010613 MARK NOT FOUND   KYDT
 GY1530  HISTORY     - 20040401 MARK NOT FOUND   KYDT
 GY1530
 GY1530                          STATION DESCRIPTION
 GY1530
 GY1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1530'3.2 MI W FROM HAROLD.
 GY1530'0.6 MILE WEST ALONG STATE HIGHWAY 979 FROM THE C. AND O. RR.
 GY1530'STATION AT HAROLD, THENCE 2.55 MILES NORTHWEST AND SOUTHWEST
 GY1530'ALONG A ROAD FOLLOWING LITTLE MUD CREEK, 0.5 MILE EAST OF
 GY1530'SPRUCE PINE SCHOOL, SET IN THE TOP OF THE SOUTHEAST END OF THE
 GY1530'SOUTHWEST CONCRETE ABUTMENT OF A STEEL BRIDGE OVER BIG BRANCH,
 GY1530'12 FEET SOUTHEAST OF CENTER OF ROAD, 2 FEET SOUTHEAST OF STEEL
 GY1530'RAILING AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
 GY1530
 GY1530                          STATION RECOVERY (2001)
 GY1530
 GY1530'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1530'THERE IS A CONCRETE BRIDGE AT THIS LOCATION NOW, NO SIGN OF A RESET,
 GY1530'CONSIDER DESTROYED.
 GY1530
 GY1530                          STATION RECOVERY (2001)
 GY1530
 GY1530'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1530'THERE IS A CONCRETE BRIDGE AT THIS LOCATION, NO SIGN OF RESET,
 GY1530'CONSIDER DESTROYED.
 GY1530
 GY1530                          STATION RECOVERY (2004)
 GY1530
 GY1530'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1530'THIS BRIDGE HAS BEEN REBUILT, MARK LOST HOWEVER THERE IS A US ARMY
 GY1530'CORPS OF ENGINEERS DISK AT THIS LOCATION STAMPED 1332/29A 2003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2171 ***********************************************************************
 GY2171  DESIGNATION -  E 322
 GY2171  PID         -  GY2171
 GY2171  STATE/COUNTY-  KY/KNOTT
 GY2171  USGS QUAD   -  VICCO (1992)
 GY2171
 GY2171                         *CURRENT SURVEY CONTROL
 GY2171  ___________________________________________________________________
 GY2171* NAD 83(1986)-  37 13 47.     (N)    083 02 05.     (W)     SCALED    
 GY2171* NAVD 88     -       312.384  (meters)    1024.88   (feet)  ADJUSTED  
 GY2171  ___________________________________________________________________
 GY2171  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GY2171  DYNAMIC HT  -         312.131 (meters)    1024.05  (feet)  COMP
 GY2171  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 GY2171
 GY2171  VERT ORDER  -  SECOND    CLASS 0
 GY2171
 GY2171.The horizontal coordinates were scaled from a topographic map and have
 GY2171.an estimated accuracy of +/- 6 seconds.
 GY2171
 GY2171.The orthometric height was determined by differential leveling
 GY2171.and adjusted by the National Geodetic Survey in June 1991..
 GY2171
 GY2171.The geoid height was determined by GEOID03.
 GY2171
 GY2171.The dynamic height is computed by dividing the NAVD 88
 GY2171.geopotential number by the normal gravity value computed on the
 GY2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2171.degrees latitude (g = 980.6199 gals.).
 GY2171
 GY2171.The modeled gravity was interpolated from observed gravity values.
 GY2171
 GY2171;                    North         East    Units  Estimated Accuracy
 GY2171;SPC KY1Z     - 1,102,990.    1,740,920.      MT  (+/- 180 meters Scaled)
 GY2171
 GY2171                          SUPERSEDED SURVEY CONTROL
 GY2171
 GY2171  NGVD 29 (??/??/92)  312.544  (m)         1025.40   (f) ADJ UNCH    2 0
 GY2171
 GY2171.Superseded values are not recommended for survey control.
 GY2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2171.See file dsdata.txt to determine how the superseded data were derived.
 GY2171
 GY2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB194222(NAD 83)
 GY2171_MARKER: DB = BENCH MARK DISK
 GY2171_SETTING: 66 = SET IN ROCK OUTCROP
 GY2171_SP_SET: ROCK CUT
 GY2171_STAMPING: E 322 1953 1025.405
 GY2171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2171+STABILITY: POSITION/ELEVATION WELL
 GY2171
 GY2171  HISTORY     - Date     Condition        Report By
 GY2171  HISTORY     - 1953     MONUMENTED       CGS
 GY2171  HISTORY     - 1956     GOOD             NGS
 GY2171  HISTORY     - 19960611 MARK NOT FOUND   KYDT
 GY2171
 GY2171                          STATION DESCRIPTION
 GY2171
 GY2171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2171'1.7 MI E FROM SASSAFRAS.
 GY2171'1.7 MILES EAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 GY2171'STATE HIGHWAY 354 AT SASSAFRAS, 135 YARDS SOUTH OF THE CENTER
 GY2171'OF JUNCTION OF STATE HIGHWAY 1089 NORTHEAST ALONG SASSAFRAS
 GY2171'CREEK, 0.1 MILE SOUTH OF LITTLE DOVE BAPTIST CHURCH AND
 GY2171'CEMETERY, AND CENTER OF A LONG SHARP CURVE WITH TANGENTS
 GY2171'EXTENDING SOUTH, SET VERTICALLY IN THE EAST FACE OF AN 8-FOOT
 GY2171'HIGH ROCK CUT, 16.5 FEET WEST OF THE CENTER LINE OF HIGHWAY,
 GY2171'19 YARDS SOUTH OF CROSSING OF A STEEL TOWER POWER TRANSMISSION
 GY2171'LINE, ABOUT 1.5 FEET ABOVE LEVEL OF HIGHWAY.
 GY2171
 GY2171                          STATION RECOVERY (1996)
 GY2171
 GY2171'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2171'BELIEVE MARK TORN OUT DURING CARR FORK LAKE DAM CONSTRUCTION, CONSIDER
 GY2171'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1175 ***********************************************************************
 GY1175  DESIGNATION -  E 323
 GY1175  PID         -  GY1175
 GY1175  STATE/COUNTY-  KY/KNOTT
 GY1175  USGS QUAD   -  WAYLAND (1992)
 GY1175
 GY1175                         *CURRENT SURVEY CONTROL
 GY1175  ___________________________________________________________________
 GY1175* NAD 83(1986)-  37 24 26.     (N)    082 46 37.     (W)     SCALED    
 GY1175* NAVD 88     -       238.878  (meters)     783.72   (feet)  ADJUSTED  
 GY1175  ___________________________________________________________________
 GY1175  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GY1175  DYNAMIC HT  -         238.689 (meters)     783.10  (feet)  COMP
 GY1175  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 GY1175
 GY1175  VERT ORDER  -  SECOND    CLASS 0
 GY1175
 GY1175.The horizontal coordinates were scaled from a topographic map and have
 GY1175.an estimated accuracy of +/- 6 seconds.
 GY1175
 GY1175.The orthometric height was determined by differential leveling
 GY1175.and adjusted by the National Geodetic Survey in June 1991..
 GY1175
 GY1175.The geoid height was determined by GEOID03.
 GY1175
 GY1175.The dynamic height is computed by dividing the NAVD 88
 GY1175.geopotential number by the normal gravity value computed on the
 GY1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1175.degrees latitude (g = 980.6199 gals.).
 GY1175
 GY1175.The modeled gravity was interpolated from observed gravity values.
 GY1175
 GY1175;                    North         East    Units  Estimated Accuracy
 GY1175;SPC KY1Z     - 1,123,380.    1,763,160.      MT  (+/- 180 meters Scaled)
 GY1175
 GY1175                          SUPERSEDED SURVEY CONTROL
 GY1175
 GY1175  NGVD 29 (??/??/92)  239.051  (m)          784.29   (f) ADJ UNCH    2 0
 GY1175
 GY1175.Superseded values are not recommended for survey control.
 GY1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1175.See file dsdata.txt to determine how the superseded data were derived.
 GY1175
 GY1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB427415(NAD 83)
 GY1175_MARKER: DB = BENCH MARK DISK
 GY1175_SETTING: 66 = SET IN ROCK OUTCROP
 GY1175_SP_SET: ROCK CUT
 GY1175_STAMPING: E 323 784.286
 GY1175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1175+STABILITY: POSITION/ELEVATION WELL
 GY1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1175+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 GY1175
 GY1175  HISTORY     - Date     Condition        Report By
 GY1175  HISTORY     - 1953     MONUMENTED       CGS
 GY1175  HISTORY     - 1956     GOOD             NGS
 GY1175  HISTORY     - 20060124 GOOD             KYTC
 GY1175
 GY1175                          STATION DESCRIPTION
 GY1175
 GY1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1175'4.6 MI S FROM WAYLAND.
 GY1175'4.55 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE HIGH SCHOOL AT
 GY1175'WAYLAND, NORTHWEST AND ACROSS HIGHWAY FROM THE CONFLUENCE OF
 GY1175'SALISBURY BRANCH AND RIGHT FORK OF BEAVER CREEK, AND C. AND O.
 GY1175'RR. BRIDGE OVER SALISBURY BRANCH, SET VERTICALLY ABOUT 3 FEET
 GY1175'ABOVE LEVEL OF HIGHWAY IN THE SOUTHEAST FACE OF ROCK CUT, ABOUT
 GY1175'50 YARDS SOUTHWEST OF THE TOP OF A GRADE, 19 YARDS NORTHEAST OF
 GY1175'CENTER OF CROSSING OF A POWER LINE, 15 FEET NORTHWEST OF THE
 GY1175'CENTER LINE OF HIGHWAY.
 GY1175
 GY1175                          STATION RECOVERY (2006)
 GY1175
 GY1175'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1024 ***********************************************************************
 GY1024  DESIGNATION -  E 324
 GY1024  PID         -  GY1024
 GY1024  STATE/COUNTY-  KY/LETCHER
 GY1024  USGS QUAD   -  MAYKING (1992)
 GY1024
 GY1024                         *CURRENT SURVEY CONTROL
 GY1024  ___________________________________________________________________
 GY1024* NAD 83(1986)-  37 11 15.     (N)    082 49 59.     (W)     SCALED    
 GY1024* NAVD 88     -       488.670  (meters)    1603.24   (feet)  ADJUSTED  
 GY1024  ___________________________________________________________________
 GY1024  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1024  DYNAMIC HT  -         488.269 (meters)    1601.93  (feet)  COMP
 GY1024  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 GY1024
 GY1024  VERT ORDER  -  SECOND    CLASS 0
 GY1024
 GY1024.The horizontal coordinates were scaled from a topographic map and have
 GY1024.an estimated accuracy of +/- 6 seconds.
 GY1024
 GY1024.The orthometric height was determined by differential leveling
 GY1024.and adjusted by the National Geodetic Survey in June 1991..
 GY1024
 GY1024.The geoid height was determined by GEOID03.
 GY1024
 GY1024.The dynamic height is computed by dividing the NAVD 88
 GY1024.geopotential number by the normal gravity value computed on the
 GY1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1024.degrees latitude (g = 980.6199 gals.).
 GY1024
 GY1024.The modeled gravity was interpolated from observed gravity values.
 GY1024
 GY1024;                    North         East    Units  Estimated Accuracy
 GY1024;SPC KY1Z     - 1,098,850.    1,758,960.      MT  (+/- 180 meters Scaled)
 GY1024
 GY1024                          SUPERSEDED SURVEY CONTROL
 GY1024
 GY1024  NGVD 29 (??/??/92)  488.827  (m)         1603.76   (f) ADJ UNCH    2 0
 GY1024
 GY1024.Superseded values are not recommended for survey control.
 GY1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1024.See file dsdata.txt to determine how the superseded data were derived.
 GY1024
 GY1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB372172(NAD 83)
 GY1024_MARKER: DB = BENCH MARK DISK
 GY1024_SETTING: 66 = SET IN ROCK OUTCROP
 GY1024_SP_SET: ROCK LEDGE
 GY1024_STAMPING: E 324 1953 1603.760
 GY1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1024+STABILITY: POSITION/ELEVATION WELL
 GY1024
 GY1024  HISTORY     - Date     Condition        Report By
 GY1024  HISTORY     - 1953     MONUMENTED       CGS
 GY1024  HISTORY     - 1956     GOOD             NGS
 GY1024
 GY1024                          STATION DESCRIPTION
 GY1024
 GY1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1024'6.3 MI NW FROM WHITESBURG.
 GY1024'6.3 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE COURT HOUSE
 GY1024'AT WHITESBURG, 4.45 MILES EAST ALONG STATE HIGHWAY 15 FROM THE
 GY1024'JUNCTION OF STATE HIGHWAY 7 AT ISOM, 0.55 MILE WEST OF
 GY1024'JUNCTION OF BLACK TOP ROAD NORTH TO COLSON, 0.35 MILE NORTHWEST
 GY1024'OF THE TOP OF SAND LICK GAP, SET VERTICALLY IN THE EAST FACE
 GY1024'OF A 15-FOOT LONG AND 1.5 FOOT HIGH ROCK LEDGE IN A CUT, JUST
 GY1024'NORTH OF A 30-FOOT HIGH ROCK CUT WITH MINE ENTRANCE, 21.5
 GY1024'FEET WEST OF THE CENTER LINE OF HIGHWAY, ABOUT 14 YARDS NORTH OF
 GY1024'CROSSING OF A POWER TRANSMISSION LINE, 42 FEET SOUTH OF WEST
 GY1024'END OF AN 18-INCH PIPE CULVERT AND ABOUT 2 FEET ABOVE LEVEL OF
 GY1024'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1156 ***********************************************************************
 GY1156  DESIGNATION -  E 325
 GY1156  PID         -  GY1156
 GY1156  STATE/COUNTY-  KY/LETCHER
 GY1156  USGS QUAD   -  JENKINS WEST (1992)
 GY1156
 GY1156                         *CURRENT SURVEY CONTROL
 GY1156  ___________________________________________________________________
 GY1156* NAD 83(1986)-  37 11 27.     (N)    082 42 50.     (W)     SCALED    
 GY1156* NAVD 88     -       390.953  (meters)    1282.65   (feet)  ADJUSTED  
 GY1156  ___________________________________________________________________
 GY1156  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GY1156  DYNAMIC HT  -         390.623 (meters)    1281.57  (feet)  COMP
 GY1156  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 GY1156
 GY1156  VERT ORDER  -  SECOND    CLASS 0
 GY1156
 GY1156.The horizontal coordinates were scaled from a topographic map and have
 GY1156.an estimated accuracy of +/- 6 seconds.
 GY1156
 GY1156.The orthometric height was determined by differential leveling
 GY1156.and adjusted by the National Geodetic Survey in June 1991..
 GY1156
 GY1156.The geoid height was determined by GEOID03.
 GY1156
 GY1156.The dynamic height is computed by dividing the NAVD 88
 GY1156.geopotential number by the normal gravity value computed on the
 GY1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1156.degrees latitude (g = 980.6199 gals.).
 GY1156
 GY1156.The modeled gravity was interpolated from observed gravity values.
 GY1156
 GY1156;                    North         East    Units  Estimated Accuracy
 GY1156;SPC KY1Z     - 1,099,550.    1,769,520.      MT  (+/- 180 meters Scaled)
 GY1156
 GY1156                          SUPERSEDED SURVEY CONTROL
 GY1156
 GY1156  NGVD 29 (??/??/92)  391.108  (m)         1283.16   (f) ADJ UNCH    2 0
 GY1156
 GY1156.Superseded values are not recommended for survey control.
 GY1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1156.See file dsdata.txt to determine how the superseded data were derived.
 GY1156
 GY1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB478174(NAD 83)
 GY1156_MARKER: DB = BENCH MARK DISK
 GY1156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1156_SP_SET: BRIDGE
 GY1156_STAMPING: E 325 1953 1283.160
 GY1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1156
 GY1156  HISTORY     - Date     Condition        Report By
 GY1156  HISTORY     - 1953     MONUMENTED       CGS
 GY1156  HISTORY     - 1956     GOOD             NGS
 GY1156
 GY1156                          STATION DESCRIPTION
 GY1156
 GY1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1156'AT NEON.
 GY1156'AT NEON, ALONG L. AND N. RR. ABOUT 95 YARDS SOUTHWEST ALONG TRACK
 GY1156'FROM THE CROSSING OF STATE HIGHWAY 343 LEADING NORTHEAST TO
 GY1156'MC ROBERTS, ABOUT 50 YARDS SOUTHEAST OF STATE HIGHWAY 317, SET
 GY1156'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE PIER
 GY1156'OF RAILROAD BRIDGE NO. 142 OVER BOONE FORK, 5 FEET SOUTHEAST OF
 GY1156'SOUTHEAST RAIL AND ABOUT 3.5 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0966 ***********************************************************************
 GY0966  DESIGNATION -  E 326
 GY0966  PID         -  GY0966
 GY0966  STATE/COUNTY-  KY/LETCHER
 GY0966  USGS QUAD   -  FLAT GAP (1978)
 GY0966
 GY0966                         *CURRENT SURVEY CONTROL
 GY0966  ___________________________________________________________________
 GY0966* NAD 83(1986)-  37 04 09.     (N)    082 44 41.     (W)     SCALED    
 GY0966* NAVD 88     -       605.851  (meters)    1987.70   (feet)  ADJUSTED  
 GY0966  ___________________________________________________________________
 GY0966  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GY0966  DYNAMIC HT  -         605.316 (meters)    1985.94  (feet)  COMP
 GY0966  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 GY0966
 GY0966  VERT ORDER  -  SECOND    CLASS 0
 GY0966
 GY0966.The horizontal coordinates were scaled from a topographic map and have
 GY0966.an estimated accuracy of +/- 6 seconds.
 GY0966
 GY0966.The orthometric height was determined by differential leveling
 GY0966.and adjusted by the National Geodetic Survey in June 1991..
 GY0966
 GY0966.The geoid height was determined by GEOID03.
 GY0966
 GY0966.The dynamic height is computed by dividing the NAVD 88
 GY0966.geopotential number by the normal gravity value computed on the
 GY0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0966.degrees latitude (g = 980.6199 gals.).
 GY0966
 GY0966.The modeled gravity was interpolated from observed gravity values.
 GY0966
 GY0966;                    North         East    Units  Estimated Accuracy
 GY0966;SPC KY1Z     - 1,085,970.    1,767,220.      MT  (+/- 180 meters Scaled)
 GY0966
 GY0966                          SUPERSEDED SURVEY CONTROL
 GY0966
 GY0966  NGVD 29 (??/??/92)  605.978  (m)         1988.11   (f) ADJ UNCH    2 0
 GY0966
 GY0966.Superseded values are not recommended for survey control.
 GY0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0966.See file dsdata.txt to determine how the superseded data were derived.
 GY0966
 GY0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB448039(NAD 83)
 GY0966_MARKER: DB = BENCH MARK DISK
 GY0966_SETTING: 66 = SET IN ROCK OUTCROP
 GY0966_SP_SET: ROCK CUT
 GY0966_STAMPING: E 326 1953 1988.113
 GY0966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0966+STABILITY: POSITION/ELEVATION WELL
 GY0966
 GY0966  HISTORY     - Date     Condition        Report By
 GY0966  HISTORY     - 1953     MONUMENTED       CGS
 GY0966  HISTORY     - 1956     GOOD             NGS
 GY0966
 GY0966                          STATION DESCRIPTION
 GY0966
 GY0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0966'2.6 MI W FROM FLAT GAP.
 GY0966'2.6 MILES WEST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF COUNTY
 GY0966'ROAD 707 AT FLAT GAP, VIRGINIA, 1.25 MILES WEST OF THE
 GY0966'KENTUCKY-VIRGINIA STATE LINE, 0.6 MILE SOUTHWEST OF UPPER
 GY0966'CUMBERLAND SCHOOL, 0.6 MILE EAST OF A 75-FOOT CONCRETE BRIDGE
 GY0966'OVER CUMBERLAND RIVER, 0.2 MILE WEST OF THE JUNCTION OF A SMALL
 GY0966'ROAD SOUTHWEST AND UPHILL, 60 YARDS EAST OF A SHARP CURVE WITH
 GY0966'TANGENTS EXTENDING EAST AND SOUTH, SET VERTICALLY IN THE MOSSY
 GY0966'NORTH FACE OF A LAYER OF ROCK AT THE WEST END OF A 7-FOOT HIGH
 GY0966'ROCK CUT, 16.5 FEET SOUTH OF THE CENTER OF ROAD AND ABOUT 3 1/2
 GY0966'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1350 ***********************************************************************
 GA1350  DESIGNATION -  E 327
 GA1350  PID         -  GA1350
 GA1350  STATE/COUNTY-  KY/HARLAN
 GA1350  USGS QUAD   -  BENHAM (1979)
 GA1350
 GA1350                         *CURRENT SURVEY CONTROL
 GA1350  ___________________________________________________________________
 GA1350* NAD 83(1986)-  36 57 34.     (N)    082 53 37.     (W)     SCALED    
 GA1350* NAVD 88     -       581.169  (meters)    1906.72   (feet)  ADJUSTED  
 GA1350  ___________________________________________________________________
 GA1350  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA1350  DYNAMIC HT  -         580.621 (meters)    1904.92  (feet)  COMP
 GA1350  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 GA1350
 GA1350  VERT ORDER  -  SECOND    CLASS 0
 GA1350
 GA1350.The horizontal coordinates were scaled from a topographic map and have
 GA1350.an estimated accuracy of +/- 6 seconds.
 GA1350
 GA1350.The orthometric height was determined by differential leveling
 GA1350.and adjusted by the National Geodetic Survey in June 1991..
 GA1350
 GA1350.The geoid height was determined by GEOID03.
 GA1350
 GA1350.The dynamic height is computed by dividing the NAVD 88
 GA1350.geopotential number by the normal gravity value computed on the
 GA1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1350.degrees latitude (g = 980.6199 gals.).
 GA1350
 GA1350.The modeled gravity was interpolated from observed gravity values.
 GA1350
 GA1350;                    North         East    Units  Estimated Accuracy
 GA1350;SPC KY1Z     - 1,073,380.    1,754,360.      MT  (+/- 180 meters Scaled)
 GA1350
 GA1350                          SUPERSEDED SURVEY CONTROL
 GA1350
 GA1350  NGVD 29 (??/??/92)  581.238  (m)         1906.94   (f) ADJ UNCH    2 0
 GA1350
 GA1350.Superseded values are not recommended for survey control.
 GA1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1350.See file dsdata.txt to determine how the superseded data were derived.
 GA1350
 GA1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA314920(NAD 83)
 GA1350_MARKER: DB = BENCH MARK DISK
 GA1350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1350_SP_SET: CULVERT
 GA1350_STAMPING: E 327 1953 1906.945
 GA1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1350
 GA1350  HISTORY     - Date     Condition        Report By
 GA1350  HISTORY     - 1953     MONUMENTED       CGS
 GA1350  HISTORY     - 1956     GOOD             NGS
 GA1350
 GA1350                          STATION DESCRIPTION
 GA1350
 GA1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1350'0.8 MI E FROM LYNCH.
 GA1350'0.85 MILE EAST ALONG STATE HIGHWAY 160 FROM HIGH SCHOOL AT LYNCH,
 GA1350'0.4 MILE WEST OF A HIGHWAY BRIDGE OVER LOONEY CREEK AND GOLF
 GA1350'COURSE, SET IN THE TOP OF THE WEST END OF NORTH HEAD WALL OF A
 GA1350'4-FOOT CONCRETE AND STONE BOX CULVERT FOR A SMALL BRANCH FROM
 GA1350'THE SOUTH, 21 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 40 FEET
 GA1350'EAST OF SOUTH END OF A BRIDGE OVER LOONEY CREEK ON A ROAD NORTH,
 GA1350'AND ABOUT 4 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1321 ***********************************************************************
 GA1321  DESIGNATION -  E 328
 GA1321  PID         -  GA1321
 GA1321  STATE/COUNTY-  KY/HARLAN
 GA1321  USGS QUAD   -  BENHAM (1979)
 GA1321
 GA1321                         *CURRENT SURVEY CONTROL
 GA1321  ___________________________________________________________________
 GA1321* NAD 83(1986)-  36 54 43.     (N)    082 59 23.     (W)     SCALED    
 GA1321* NAVD 88     -      1097.984  (meters)    3602.30   (feet)  ADJUSTED  
 GA1321  ___________________________________________________________________
 GA1321  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA1321  DYNAMIC HT  -        1097.030 (meters)    3599.17  (feet)  COMP
 GA1321  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 GA1321
 GA1321  VERT ORDER  -  SECOND    CLASS 0
 GA1321
 GA1321.The horizontal coordinates were scaled from a topographic map and have
 GA1321.an estimated accuracy of +/- 6 seconds.
 GA1321
 GA1321.The orthometric height was determined by differential leveling
 GA1321.and adjusted by the National Geodetic Survey in June 1991..
 GA1321
 GA1321.The geoid height was determined by GEOID03.
 GA1321
 GA1321.The dynamic height is computed by dividing the NAVD 88
 GA1321.geopotential number by the normal gravity value computed on the
 GA1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1321.degrees latitude (g = 980.6199 gals.).
 GA1321
 GA1321.The modeled gravity was interpolated from observed gravity values.
 GA1321
 GA1321;                    North         East    Units  Estimated Accuracy
 GA1321;SPC KY1Z     - 1,067,860.    1,745,960.      MT  (+/- 180 meters Scaled)
 GA1321
 GA1321                          SUPERSEDED SURVEY CONTROL
 GA1321
 GA1321  NGVD 29 (??/??/92) 1098.151  (m)         3602.85   (f) ADJ UNCH    2 0
 GA1321
 GA1321.Superseded values are not recommended for survey control.
 GA1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1321.See file dsdata.txt to determine how the superseded data were derived.
 GA1321
 GA1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA227869(NAD 83)
 GA1321_MARKER: DB = BENCH MARK DISK
 GA1321_SETTING: 66 = SET IN ROCK OUTCROP
 GA1321_SP_SET: ROCK OUTCROP
 GA1321_STAMPING: E 328 1953 3602.850
 GA1321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1321+STABILITY: POSITION/ELEVATION WELL
 GA1321
 GA1321  HISTORY     - Date     Condition        Report By
 GA1321  HISTORY     - 1953     MONUMENTED       CGS
 GA1321  HISTORY     - 1956     GOOD             NGS
 GA1321
 GA1321                          STATION DESCRIPTION
 GA1321
 GA1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1321'8.6 MI NE FROM LOUELLEN.
 GA1321'8.65 MILES NORTHEAST ALONG ROAD FOLLOWING FUGITT CREEK AND UP WEST
 GA1321'SLOPE OF AND OVER BLACK MOUNTAIN FROM JUNCTION OF STATE HIGHWAY 38
 GA1321'AND SCHOOL AT LOUELLEN, 4.35 MILES WEST AND NORTHWEST OF ROCK
 GA1321'FORMATION KNOWN LOCALLY AS ROCKHOUSE, 52 YARDS WEST OF A LARGE
 GA1321'BOULDER, 25 YARDS EAST OF THE TOP OF A GRADE AND TURN IN ROAD
 GA1321'WITH TANGENTS EXTENDING NORTHWEST AND EAST, SET VERTICALLY IN
 GA1321'THE SOUTHWEST FACE OF AN ANGULAR MOSTLY BURIED OUTCROP, 10 FEET
 GA1321'NORTH NORTHWEST OF CENTER OF ROAD AND ABOUT 3 FEET ABOVE LEVEL
 GA1321'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1699 ***********************************************************************
 GA1699  DESIGNATION -  E 329
 GA1699  PID         -  GA1699
 GA1699  STATE/COUNTY-  KY/HARLAN
 GA1699  USGS QUAD   -  EVARTS (1954)
 GA1699
 GA1699                         *CURRENT SURVEY CONTROL
 GA1699  ___________________________________________________________________
 GA1699* NAD 83(1986)-  36 51 31.     (N)    083 12 47.     (W)     SCALED    
 GA1699* NAVD 88     -       409.749  (meters)    1344.32   (feet)  ADJUSTED  
 GA1699  ___________________________________________________________________
 GA1699  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA1699  DYNAMIC HT  -         409.392 (meters)    1343.15  (feet)  COMP
 GA1699  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 GA1699
 GA1699  VERT ORDER  -  SECOND    CLASS 0
 GA1699
 GA1699.The horizontal coordinates were scaled from a topographic map and have
 GA1699.an estimated accuracy of +/- 6 seconds.
 GA1699
 GA1699.The orthometric height was determined by differential leveling
 GA1699.and adjusted by the National Geodetic Survey in June 1991..
 GA1699
 GA1699.The geoid height was determined by GEOID03.
 GA1699
 GA1699.The dynamic height is computed by dividing the NAVD 88
 GA1699.geopotential number by the normal gravity value computed on the
 GA1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1699.degrees latitude (g = 980.6199 gals.).
 GA1699
 GA1699.The modeled gravity was interpolated from observed gravity values.
 GA1699
 GA1699;                    North         East    Units  Estimated Accuracy
 GA1699;SPC KY1Z     - 1,061,370.    1,726,220.      MT  (+/- 180 meters Scaled)
 GA1699
 GA1699                          SUPERSEDED SURVEY CONTROL
 GA1699
 GA1699  NGVD 29 (??/??/92)  409.893  (m)         1344.79   (f) ADJ UNCH    2 0
 GA1699
 GA1699.Superseded values are not recommended for survey control.
 GA1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1699.See file dsdata.txt to determine how the superseded data were derived.
 GA1699
 GA1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA027814(NAD 83)
 GA1699_MARKER: DB = BENCH MARK DISK
 GA1699_SETTING: 66 = SET IN ROCK OUTCROP
 GA1699_SP_SET: OUTCROP
 GA1699_STAMPING: E 329 1953 1344.791
 GA1699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1699+STABILITY: POSITION/ELEVATION WELL
 GA1699
 GA1699  HISTORY     - Date     Condition        Report By
 GA1699  HISTORY     - 1953     MONUMENTED       CGS
 GA1699  HISTORY     - 1956     POOR             NGS
 GA1699  HISTORY     - 20010514 POOR             KYDT
 GA1699
 GA1699                          STATION DESCRIPTION
 GA1699
 GA1699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1699'1.3 MI SW FROM EVARTS.
 GA1699'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE RAILROAD
 GA1699'STATION AT EVARTS, 0.55 MILE NORTHEAST OF THE ROAD JUNCTION
 GA1699'AT VERDA, IN THE FRONT YARD OF A MODERN RANCH STYLE HOUSE,
 GA1699'87 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 43.5 FEET NORTH
 GA1699'OF WEST CORNER OF HOUSE, SET IN THE TOP AND NEAR THE CENTER
 GA1699'OF AN 8 BY 5 FOOT RIDGE LIKE OUTCROP PROJECTING 3 FEET ABOVE
 GA1699'GROUND AND ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.
 GA1699
 GA1699                          STATION RECOVERY (2001)
 GA1699
 GA1699'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1699'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1685 ***********************************************************************
 GA1685  DESIGNATION -  E 330
 GA1685  PID         -  GA1685
 GA1685  STATE/COUNTY-  KY/HARLAN
 GA1685  USGS QUAD   -  LOUELLEN (1982)
 GA1685
 GA1685                         *CURRENT SURVEY CONTROL
 GA1685  ___________________________________________________________________
 GA1685* NAD 83(1986)-  36 53 17.     (N)    083 02 32.     (W)     SCALED    
 GA1685* NAVD 88     -       499.223  (meters)    1637.87   (feet)  ADJUSTED  
 GA1685  ___________________________________________________________________
 GA1685  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA1685  DYNAMIC HT  -         498.783 (meters)    1636.42  (feet)  COMP
 GA1685  MODELED GRAV-     979,734.6   (mgal)                       NAVD 88
 GA1685
 GA1685  VERT ORDER  -  SECOND    CLASS 0
 GA1685
 GA1685.The horizontal coordinates were scaled from a topographic map and have
 GA1685.an estimated accuracy of +/- 6 seconds.
 GA1685
 GA1685.The orthometric height was determined by differential leveling
 GA1685.and adjusted by the National Geodetic Survey in June 1991..
 GA1685
 GA1685.The geoid height was determined by GEOID03.
 GA1685
 GA1685.The dynamic height is computed by dividing the NAVD 88
 GA1685.geopotential number by the normal gravity value computed on the
 GA1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1685.degrees latitude (g = 980.6199 gals.).
 GA1685
 GA1685.The modeled gravity was interpolated from observed gravity values.
 GA1685
 GA1685;                    North         East    Units  Estimated Accuracy
 GA1685;SPC KY1Z     - 1,065,070.    1,741,360.      MT  (+/- 180 meters Scaled)
 GA1685
 GA1685                          SUPERSEDED SURVEY CONTROL
 GA1685
 GA1685  NGVD 29 (??/??/92)  499.358  (m)         1638.31   (f) ADJ UNCH    2 0
 GA1685
 GA1685.Superseded values are not recommended for survey control.
 GA1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1685.See file dsdata.txt to determine how the superseded data were derived.
 GA1685
 GA1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA180844(NAD 83)
 GA1685_MARKER: DB = BENCH MARK DISK
 GA1685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1685_SP_SET: CULVERT
 GA1685_STAMPING: E 330 1953 1638.310
 GA1685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1685
 GA1685  HISTORY     - Date     Condition        Report By
 GA1685  HISTORY     - 1953     MONUMENTED       CGS
 GA1685  HISTORY     - 1956     GOOD             NGS
 GA1685
 GA1685                          STATION DESCRIPTION
 GA1685
 GA1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1685'3.3 MI SE FROM LOUELLEN.
 GA1685'ABOUT 3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE
 GA1685'SCHOOL AT LOUELLEN, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 GA1685'EXTENDING SOUTHEAST AND SOUTHWEST, IN THE TOP AND NEAR THE
 GA1685'CENTER OF THE NORTH CONCRETE HEAD WALL OF AN 8-FOOT CONCRETE
 GA1685'AND STONE CULVERT OVER MOUTH OF MARY WYNN BRANCH, 16 FEET NORTH
 GA1685'OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 GA1685
 GA1685                          STATION RECOVERY (1956)
 GA1685
 GA1685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0972 ***********************************************************************
 HA0972  DESIGNATION -  E 331
 HA0972  PID         -  HA0972
 HA0972  STATE/COUNTY-  KY/UNION
 HA0972  USGS QUAD   -  MOUNT VERNON (1981)
 HA0972
 HA0972                         *CURRENT SURVEY CONTROL
 HA0972  ___________________________________________________________________
 HA0972* NAD 83(1986)-  37 53 26.     (N)    087 55 11.     (W)     SCALED    
 HA0972* NAVD 88     -       108.978  (meters)     357.54   (feet)  ADJUSTED  
 HA0972  ___________________________________________________________________
 HA0972  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HA0972  DYNAMIC HT  -         108.904 (meters)     357.30  (feet)  COMP
 HA0972  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 HA0972
 HA0972  VERT ORDER  -  FIRST     CLASS II
 HA0972
 HA0972.The horizontal coordinates were scaled from a topographic map and have
 HA0972.an estimated accuracy of +/- 6 seconds.
 HA0972
 HA0972.The orthometric height was determined by differential leveling
 HA0972.and adjusted by the National Geodetic Survey in June 1991..
 HA0972
 HA0972.The geoid height was determined by GEOID03.
 HA0972
 HA0972.The dynamic height is computed by dividing the NAVD 88
 HA0972.geopotential number by the normal gravity value computed on the
 HA0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0972.degrees latitude (g = 980.6199 gals.).
 HA0972
 HA0972.The modeled gravity was interpolated from observed gravity values.
 HA0972
 HA0972;                    North         East    Units  Estimated Accuracy
 HA0972;SPC KY1Z     - 1,175,040.    1,309,180.      MT  (+/- 180 meters Scaled)
 HA0972
 HA0972                          SUPERSEDED SURVEY CONTROL
 HA0972
 HA0972  NGVD 29 (??/??/92)  109.079  (m)          357.87   (f) ADJ UNCH    1 2
 HA0972
 HA0972.Superseded values are not recommended for survey control.
 HA0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0972.See file dsdata.txt to determine how the superseded data were derived.
 HA0972
 HA0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG191940(NAD 83)
 HA0972_MARKER: DB = BENCH MARK DISK
 HA0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0972_STAMPING: E 331 1953
 HA0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0972+STABILITY: SURFACE MOTION
 HA0972
 HA0972  HISTORY     - Date     Condition        Report By
 HA0972  HISTORY     - 1953     MONUMENTED       CGS
 HA0972  HISTORY     - 1964     GOOD             FAS
 HA0972
 HA0972                          STATION DESCRIPTION
 HA0972
 HA0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0972'10.2 MI N FROM UNIONTOWN.
 HA0972'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 360 FROM THE
 HA0972'INTERSECTION OF MAIN STREET AT UNIONTOWN, THENCE ABOUT 5.65
 HA0972'MILES NORTHEAST AND NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 4.0
 HA0972'MILES WEST AND NORTH ALONG A ROAD FOLLOWING THE OHIO RIVER
 HA0972'UPSTREAM, NEAR THE HENDERSON-UNION COUNTY LINE, ABOUT 0.4 MILE
 HA0972'SOUTH OF A ROAD EAST, 29 FEET EAST OF CENTER LINE OF ROAD, 96 FEET
 HA0972'NORTH-NORTHWEST OF NORTHWEST CORNER OF A LARGE ABANDONED YELLOW
 HA0972'FRAME HOUSE, 394 FEET SOUTH OF SOUTHWEST CORNER OF A LARGE CORN
 HA0972'CRIB BARN ON HIGH BRICK PILLOWS, 38 FEET SOUTH OF A TRIANGULAR
 HA0972'BLAZED 30-INCH ELM TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 HA0972'POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 HA0972'OF A CONCRETE POST PROJECTING 1 INCHES.
 HA0972
 HA0972                          STATION RECOVERY (1964)
 HA0972
 HA0972'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2303 ***********************************************************************
 GZ2303  DESIGNATION -  E 332
 GZ2303  PID         -  GZ2303
 GZ2303  STATE/COUNTY-  KY/HARDIN
 GZ2303  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2303
 GZ2303                         *CURRENT SURVEY CONTROL
 GZ2303  ___________________________________________________________________
 GZ2303* NAD 83(1986)-  37 40 51.     (N)    085 51 00.     (W)     SCALED    
 GZ2303* NAVD 88     -       230.020  (meters)     754.66   (feet)  ADJUSTED  
 GZ2303  ___________________________________________________________________
 GZ2303  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 GZ2303  DYNAMIC HT  -         229.847 (meters)     754.09  (feet)  COMP
 GZ2303  MODELED GRAV-     979,869.3   (mgal)                       NAVD 88
 GZ2303
 GZ2303  VERT ORDER  -  FIRST     CLASS II
 GZ2303
 GZ2303.The horizontal coordinates were scaled from a topographic map and have
 GZ2303.an estimated accuracy of +/- 6 seconds.
 GZ2303
 GZ2303.The orthometric height was determined by differential leveling
 GZ2303.and adjusted by the National Geodetic Survey in June 1991..
 GZ2303
 GZ2303.The geoid height was determined by GEOID03.
 GZ2303
 GZ2303.The dynamic height is computed by dividing the NAVD 88
 GZ2303.geopotential number by the normal gravity value computed on the
 GZ2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2303.degrees latitude (g = 980.6199 gals.).
 GZ2303
 GZ2303.The modeled gravity was interpolated from observed gravity values.
 GZ2303
 GZ2303;                    North         East    Units  Estimated Accuracy
 GZ2303;SPC KY1Z     - 1,149,550.    1,491,180.      MT  (+/- 180 meters Scaled)
 GZ2303
 GZ2303                          SUPERSEDED SURVEY CONTROL
 GZ2303
 GZ2303  NGVD 29 (??/??/92)  230.139  (m)          755.05   (f) ADJ UNCH    1 2
 GZ2303
 GZ2303.Superseded values are not recommended for survey control.
 GZ2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2303.See file dsdata.txt to determine how the superseded data were derived.
 GZ2303
 GZ2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG014710(NAD 83)
 GZ2303_MARKER: DB = BENCH MARK DISK
 GZ2303_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GZ2303+WITH SETTING: PAVEMENT
 GZ2303_SP_SET: RADIO TOWER BASE
 GZ2303_STAMPING: E 332 1953
 GZ2303_MARK LOGO: CGS   
 GZ2303_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2303+STABILITY: SURFACE MOTION
 GZ2303
 GZ2303  HISTORY     - Date     Condition        Report By
 GZ2303  HISTORY     - 1953     MONUMENTED       CGS
 GZ2303  HISTORY     - 1965     GOOD             NGS
 GZ2303  HISTORY     - 1982     GOOD             KYDT
 GZ2303  HISTORY     - 19940420 GOOD             KYDT
 GZ2303
 GZ2303                          STATION DESCRIPTION
 GZ2303
 GZ2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2303'0.9 MI SE FROM ELIZABETHTOWN.
 GZ2303'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 31 W FROM THE LOUISVILLE
 GZ2303'AND NASHVILLE STATION IN ELIZABETHTOWN, IN THE TOP OF THE CONCRETE
 GZ2303'FOUNDATION OF THE SOUTH LEG OF THE KENTUCKY STATE POLICE RADIO
 GZ2303'TOWER, 325 FEET SOUTHWEST AND ACROSS HIGHWAY 31 W FROM THE ILLINOIS
 GZ2303'CENTRAL RAILROAD TRACK, 128 FEET SOUTHEAST OF THE SOUTH CORNER OF
 GZ2303'THE DIVISION OFFICE BUILDING OF THE STATE HIGHWAY DEPARTMENT AND
 GZ2303'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GZ2303
 GZ2303                          STATION RECOVERY (1965)
 GZ2303
 GZ2303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GZ2303'RECOVERED IN GOOD CONDITION.
 GZ2303
 GZ2303                          STATION RECOVERY (1982)
 GZ2303
 GZ2303'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2303'RECOVERED IN GOOD CONDITION.
 GZ2303
 GZ2303                          STATION RECOVERY (1994)
 GZ2303
 GZ2303'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RH)
 GZ2303'ABOUT 0.2 MILE (0.3 KM) NORTHEAST ALONG US 62 FROM POST OFFICE IN
 GZ2303'ELIZABETHTOWN, THENCE ABOUT 1.1 MILE (1.8 KM) SOUTHEAST ALONG US 31W
 GZ2303'TO MARK ON RIGHT AT KENTUCKY DEPARTMENT OF TRANSPORTATION DISTRICT
 GZ2303'OFFICE, IN THE TOP OF THE CONCRETE FOUNDATION OF THE SOUTH LEG OF A
 GZ2303'RADIO TOWER, 325 FEET (99.1 M) SOUTHWEST AND ACROSS US 31W FROM
 GZ2303'RAILROAD TRACKS, 128 FEET (39.0 M) SOUTHEAST OF THE SOUTH CORNER OF
 GZ2303'THE DISTRICT OFFICE AND ABOUT 5 FEET (1.5 M) ABOVE LEVEL OF US 31W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0414 ***********************************************************************
 HA0414  DESIGNATION -  E 333
 HA0414  PID         -  HA0414
 HA0414  STATE/COUNTY-  KY/HANCOCK
 HA0414  USGS QUAD   -  LEWISPORT (1967)
 HA0414
 HA0414                         *CURRENT SURVEY CONTROL
 HA0414  ___________________________________________________________________
 HA0414* NAD 83(1986)-  37 57 14.     (N)    086 52 36.     (W)     SCALED    
 HA0414* NAVD 88     -       120.715  (meters)     396.05   (feet)  ADJUSTED  
 HA0414  ___________________________________________________________________
 HA0414  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HA0414  DYNAMIC HT  -         120.632 (meters)     395.77  (feet)  COMP
 HA0414  MODELED GRAV-     979,940.7   (mgal)                       NAVD 88
 HA0414
 HA0414  VERT ORDER  -  FIRST     CLASS II
 HA0414
 HA0414.The horizontal coordinates were scaled from a topographic map and have
 HA0414.an estimated accuracy of +/- 6 seconds.
 HA0414
 HA0414.The orthometric height was determined by differential leveling
 HA0414.and adjusted by the National Geodetic Survey in June 1991..
 HA0414
 HA0414.The geoid height was determined by GEOID03.
 HA0414
 HA0414.The dynamic height is computed by dividing the NAVD 88
 HA0414.geopotential number by the normal gravity value computed on the
 HA0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0414.degrees latitude (g = 980.6199 gals.).
 HA0414
 HA0414.The modeled gravity was interpolated from observed gravity values.
 HA0414
 HA0414;                    North         East    Units  Estimated Accuracy
 HA0414;SPC KY1Z     - 1,180,450.    1,400,990.      MT  (+/- 180 meters Scaled)
 HA0414
 HA0414                          SUPERSEDED SURVEY CONTROL
 HA0414
 HA0414  NGVD 29 (??/??/92)  120.819  (m)          396.39   (f) ADJ UNCH    1 2
 HA0414
 HA0414.Superseded values are not recommended for survey control.
 HA0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0414.See file dsdata.txt to determine how the superseded data were derived.
 HA0414
 HA0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH108007(NAD 83)
 HA0414_MARKER: DB = BENCH MARK DISK
 HA0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0414_STAMPING: E 333 1953
 HA0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0414+STABILITY: SURFACE MOTION
 HA0414
 HA0414  HISTORY     - Date     Condition        Report By
 HA0414  HISTORY     - 1953     MONUMENTED       CGS
 HA0414
 HA0414                          STATION DESCRIPTION
 HA0414
 HA0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0414'1.8 MI NE FROM LEWISPORT.
 HA0414'ABOUT 1.75 MILES NORTHEAST ALONG STATE HIGHWAY 334 FROM THE
 HA0414'BAPTIST CHURCH AT LEWISPORT, ABOUT 0.4 MILE NORTHWEST OF A BRIDGE
 HA0414'OVER YELLOW CREEK, ABOUT 60 YARDS SOUTHEAST OF THE CENTER OF
 HA0414'A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND SOUTHWEST, 28 1/2
 HA0414'FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 137 FEET SOUTHEAST OF
 HA0414'SOUTH CORNER OF A WHITE FRAME HOUSE (CLAYTON LAMBERT RESIDENCE),
 HA0414'17 1/2 FEET SOUTHEAST OF A POWER POLE, 12 1/2 FEET SOUTHEAST OF
 HA0414'CENTER OF A WOODEN GATE, 2 FEET SOUTHWEST OF A FENCE LINE, 1 1/2
 HA0414'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 HA0414'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0414'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1393 ***********************************************************************
 HZ1393  DESIGNATION -  E 334
 HZ1393  PID         -  HZ1393
 HZ1393  STATE/COUNTY-  KY/JEFFERSON
 HZ1393  USGS QUAD   -  KOSMOSDALE (1994)
 HZ1393
 HZ1393                         *CURRENT SURVEY CONTROL
 HZ1393  ___________________________________________________________________
 HZ1393* NAD 83(1986)-  38 03 43.     (N)    085 53 09.     (W)     SCALED    
 HZ1393* NAVD 88     -       135.237  (meters)     443.69   (feet)  ADJUSTED  
 HZ1393  ___________________________________________________________________
 HZ1393  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HZ1393  DYNAMIC HT  -         135.143 (meters)     443.38  (feet)  COMP
 HZ1393  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 HZ1393
 HZ1393  VERT ORDER  -  FIRST     CLASS II
 HZ1393
 HZ1393.The horizontal coordinates were scaled from a topographic map and have
 HZ1393.an estimated accuracy of +/- 6 seconds.
 HZ1393
 HZ1393.The orthometric height was determined by differential leveling
 HZ1393.and adjusted by the National Geodetic Survey in June 1991..
 HZ1393
 HZ1393.The geoid height was determined by GEOID03.
 HZ1393
 HZ1393.The dynamic height is computed by dividing the NAVD 88
 HZ1393.geopotential number by the normal gravity value computed on the
 HZ1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1393.degrees latitude (g = 980.6199 gals.).
 HZ1393
 HZ1393.The modeled gravity was interpolated from observed gravity values.
 HZ1393
 HZ1393;                    North         East    Units  Estimated Accuracy
 HZ1393;SPC KY1Z     - 1,191,860.    1,488,080.      MT  (+/- 180 meters Scaled)
 HZ1393
 HZ1393                          SUPERSEDED SURVEY CONTROL
 HZ1393
 HZ1393  NGVD 29 (??/??/92)  135.373  (m)          444.14   (f) ADJ UNCH    1 2
 HZ1393
 HZ1393.Superseded values are not recommended for survey control.
 HZ1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1393.See file dsdata.txt to determine how the superseded data were derived.
 HZ1393
 HZ1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH977132(NAD 83)
 HZ1393_MARKER: DB = BENCH MARK DISK
 HZ1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1393_STAMPING: E 334 1953
 HZ1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1393+STABILITY: SURFACE MOTION
 HZ1393
 HZ1393  HISTORY     - Date     Condition        Report By
 HZ1393  HISTORY     - 1953     MONUMENTED       CGS
 HZ1393  HISTORY     - 1981     GOOD             USE
 HZ1393
 HZ1393                          STATION DESCRIPTION
 HZ1393
 HZ1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HZ1393'2.4 MI NE FROM KOSMOSDALE.
 HZ1393'ABOUT 2.45 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HZ1393'THE STATION AT KOSMOSDALE, ABOUT 400 FEET WEST OF SOUTH JEFFERSON
 HZ1393'BAPTIST CHURCH, AT A BLACK TOP ROAD CROSSING, 21 1/2 FEET WEST OF
 HZ1393'WEST RAIL OF MAIN TRACK, 53 FEET SOUTHWEST OF CENTER OF CROSSING
 HZ1393'OF BLACK TOP ROAD, 46 FEET SOUTH OF CENTER LINE OF BLACK TOP ROAD,
 HZ1393'29 1/2 FEET SOUTHWEST OF A SWITCH STAND, 20 FEET EAST OF CENTER
 HZ1393'LINE OF A DRIVE LEADING SOUTH PARALLEL TO TRACK, 11 1/2 FEET
 HZ1393'SOUTHEAST OF A TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN
 HZ1393'WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE
 HZ1393'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HZ1393
 HZ1393                          STATION RECOVERY (1981)
 HZ1393
 HZ1393'RECOVERY NOTE BY US ENGINEERS 1981
 HZ1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0990 ***********************************************************************
 HA0990  DESIGNATION -  E 335
 HA0990  PID         -  HA0990
 HA0990  STATE/COUNTY-  KY/HENDERSON
 HA0990  USGS QUAD   -  WEST FRANKLIN (1981)
 HA0990
 HA0990                         *CURRENT SURVEY CONTROL
 HA0990  ___________________________________________________________________
 HA0990* NAD 83(1986)-  37 53 28.     (N)    087 42 08.     (W)     SCALED    
 HA0990* NAVD 88     -       110.940  (meters)     363.98   (feet)  ADJUSTED  
 HA0990  ___________________________________________________________________
 HA0990  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HA0990  DYNAMIC HT  -         110.863 (meters)     363.72  (feet)  COMP
 HA0990  MODELED GRAV-     979,932.7   (mgal)                       NAVD 88
 HA0990
 HA0990  VERT ORDER  -  FIRST     CLASS II
 HA0990
 HA0990.The horizontal coordinates were scaled from a topographic map and have
 HA0990.an estimated accuracy of +/- 6 seconds.
 HA0990
 HA0990.The orthometric height was determined by differential leveling
 HA0990.and adjusted by the National Geodetic Survey in June 1991..
 HA0990
 HA0990.The geoid height was determined by GEOID03.
 HA0990
 HA0990.The dynamic height is computed by dividing the NAVD 88
 HA0990.geopotential number by the normal gravity value computed on the
 HA0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0990.degrees latitude (g = 980.6199 gals.).
 HA0990
 HA0990.The modeled gravity was interpolated from observed gravity values.
 HA0990
 HA0990;                    North         East    Units  Estimated Accuracy
 HA0990;SPC KY1Z     - 1,174,680.    1,328,310.      MT  (+/- 180 meters Scaled)
 HA0990
 HA0990                          SUPERSEDED SURVEY CONTROL
 HA0990
 HA0990  NGVD 29 (??/??/92)  111.039  (m)          364.30   (f) ADJ UNCH    1 2
 HA0990
 HA0990.Superseded values are not recommended for survey control.
 HA0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0990.See file dsdata.txt to determine how the superseded data were derived.
 HA0990
 HA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG382939(NAD 83)
 HA0990_MARKER: DB = BENCH MARK DISK
 HA0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0990_STAMPING: E 335 1953
 HA0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0990+STABILITY: SURFACE MOTION
 HA0990
 HA0990  HISTORY     - Date     Condition        Report By
 HA0990  HISTORY     - 1953     MONUMENTED       CGS
 HA0990  HISTORY     - 1964     GOOD             FAS
 HA0990
 HA0990                          STATION DESCRIPTION
 HA0990
 HA0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0990'7.5 MI N FROM GENEVA.
 HA0990'ABOUT 4.2 MILES NORTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 HA0990'INTERSECTION OF STATE HIGHWAY 136 AT GENEVA, THENCE ABOUT 3.3
 HA0990'MILES EAST, NORTH AND WEST ALONG A ROAD FOLLOWING THE OHIO RIVER
 HA0990'DOWNSTREAM, ABOUT 0.4 MILE NORTHEAST OF A HOUSE AND JUNCTION OF A
 HA0990'ROAD SOUTHEAST, 27 FEET SOUTHEAST OF CENTER LINE OF ROAD, 187
 HA0990'FEET NORTHEAST OF NORTH CORNER OF A FARM HOUSE FLANKED BY LARGE
 HA0990'ELM TREES, 7 FEET NORTHEAST OF A 16-INCH ELM TREE, 116 FEET
 HA0990'SOUTHEAST OF CENTER LINE OF A ROAD LEADING EAST TO A BARN, 1 1/2
 HA0990'FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HA0990'PROJECTING 8 INCHES.
 HA0990
 HA0990                          STATION RECOVERY (1964)
 HA0990
 HA0990'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1023 ***********************************************************************
 HA1023  DESIGNATION -  E 336 RESET
 HA1023  PID         -  HA1023
 HA1023  STATE/COUNTY-  KY/HENDERSON
 HA1023  USGS QUAD   -  HENDERSON (1993)
 HA1023
 HA1023                         *CURRENT SURVEY CONTROL
 HA1023  ___________________________________________________________________
 HA1023* NAD 83(1986)-  37 50 43.     (N)    087 35 05.     (W)     SCALED    
 HA1023* NAVD 88     -       123.954  (meters)     406.67   (feet)  ADJUSTED  
 HA1023  ___________________________________________________________________
 HA1023  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HA1023  DYNAMIC HT  -         123.869 (meters)     406.39  (feet)  COMP
 HA1023  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HA1023
 HA1023  VERT ORDER  -  FIRST     CLASS II
 HA1023
 HA1023.The horizontal coordinates were scaled from a topographic map and have
 HA1023.an estimated accuracy of +/- 6 seconds.
 HA1023
 HA1023.The orthometric height was determined by differential leveling
 HA1023.and adjusted by the National Geodetic Survey in June 1991..
 HA1023
 HA1023.The geoid height was determined by GEOID03.
 HA1023
 HA1023.The dynamic height is computed by dividing the NAVD 88
 HA1023.geopotential number by the normal gravity value computed on the
 HA1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1023.degrees latitude (g = 980.6199 gals.).
 HA1023
 HA1023.The modeled gravity was interpolated from observed gravity values.
 HA1023
 HA1023;                    North         East    Units  Estimated Accuracy
 HA1023;SPC KY1Z     - 1,169,390.    1,338,540.      MT  (+/- 180 meters Scaled)
 HA1023
 HA1023                          SUPERSEDED SURVEY CONTROL
 HA1023
 HA1023  NGVD 29 (??/??/??)  124.06   (m)          407.0    (f) RESET       3  
 HA1023
 HA1023.Superseded values are not recommended for survey control.
 HA1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1023.See file dsdata.txt to determine how the superseded data were derived.
 HA1023
 HA1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG485888(NAD 83)
 HA1023_MARKER: DV = VERTICAL CONTROL DISK
 HA1023_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HA1023_SP_SET: STEP
 HA1023_STAMPING: E 336 RESET 1974
 HA1023_MARK LOGO: NGS   
 HA1023_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1023
 HA1023  HISTORY     - Date     Condition        Report By
 HA1023  HISTORY     - 1975     MONUMENTED       NGS
 HA1023  HISTORY     - 1985     GOOD             NGS
 HA1023  HISTORY     - 1988     GOOD             USPSQD
 HA1023  HISTORY     - 19930801 GOOD             KYDT
 HA1023
 HA1023                          STATION DESCRIPTION
 HA1023
 HA1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HA1023'AT HENDERSON.
 HA1023'THE MARK IS SET IN A DRILL HOLE IN THE CONCRETE STEP OF THE
 HA1023'NORTH ENTRANCE OF THE 7TH STREET SCHOOL, 256 FEET SOUTH OF THE
 HA1023'CENTERLINE OF 7TH STREET (WEST), 110 FEET WEST OF THE CENTERLINE
 HA1023'OF N GREEN STREET, 3 FEET EAST OF THE CENTER OF DOOR, 1 FOOT
 HA1023'SOUTH OF THE NORTH EDGE OF STEP AND 4 INCHES WEST OF A BRICK
 HA1023'WALL.
 HA1023
 HA1023                          STATION RECOVERY (1985)
 HA1023
 HA1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1023'RECOVERED IN GOOD CONDITION.
 HA1023
 HA1023                          STATION RECOVERY (1988)
 HA1023
 HA1023'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1023'RECOVERED IN GOOD CONDITION.
 HA1023
 HA1023                          STATION RECOVERY (1993)
 HA1023
 HA1023'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 HA1023'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0611 ***********************************************************************
 HA0611  DESIGNATION -  E 337
 HA0611  PID         -  HA0611
 HA0611  STATE/COUNTY-  KY/HENDERSON
 HA0611  USGS QUAD   -  YANKEETOWN (1983)
 HA0611
 HA0611                         *CURRENT SURVEY CONTROL
 HA0611  ___________________________________________________________________
 HA0611* NAD 83(1986)-  37 53 33.     (N)    087 20 52.     (W)     SCALED    
 HA0611* NAVD 88     -       114.773  (meters)     376.55   (feet)  ADJUSTED  
 HA0611  ___________________________________________________________________
 HA0611  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HA0611  DYNAMIC HT  -         114.694 (meters)     376.29  (feet)  COMP
 HA0611  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 HA0611
 HA0611  VERT ORDER  -  FIRST     CLASS II
 HA0611
 HA0611.The horizontal coordinates were scaled from a topographic map and have
 HA0611.an estimated accuracy of +/- 6 seconds.
 HA0611
 HA0611.The orthometric height was determined by differential leveling
 HA0611.and adjusted by the National Geodetic Survey in June 1991..
 HA0611
 HA0611.The geoid height was determined by GEOID03.
 HA0611
 HA0611.The dynamic height is computed by dividing the NAVD 88
 HA0611.geopotential number by the normal gravity value computed on the
 HA0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0611.degrees latitude (g = 980.6199 gals.).
 HA0611
 HA0611.The modeled gravity was interpolated from observed gravity values.
 HA0611
 HA0611;                    North         East    Units  Estimated Accuracy
 HA0611;SPC KY1Z     - 1,174,240.    1,359,480.      MT  (+/- 180 meters Scaled)
 HA0611
 HA0611                          SUPERSEDED SURVEY CONTROL
 HA0611
 HA0611  NGVD 29 (??/??/92)  114.869  (m)          376.87   (f) ADJ UNCH    1 2
 HA0611
 HA0611.Superseded values are not recommended for survey control.
 HA0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0611.See file dsdata.txt to determine how the superseded data were derived.
 HA0611
 HA0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG694939(NAD 83)
 HA0611_MARKER: DB = BENCH MARK DISK
 HA0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0611_SP_SET: CULVERT
 HA0611_STAMPING: E 337 1953
 HA0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0611
 HA0611  HISTORY     - Date     Condition        Report By
 HA0611  HISTORY     - 1953     MONUMENTED       CGS
 HA0611  HISTORY     - 1962     GOOD             NGS
 HA0611
 HA0611                          STATION DESCRIPTION
 HA0611
 HA0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0611'1.5 MI W FROM CARLINBURG.
 HA0611'ABOUT 1.5 MILES WEST ALONG A GRAVEL ROAD LEADING TO BEALS FROM
 HA0611'THE JUNCTION OF NORTHEAST-SOUTHWEST ROAD (SOUTHWEST TO REED)
 HA0611'AT CARLINBURG, ABOUT 0.35 MILE EAST OF THE JUNCTION OF A ROAD
 HA0611'SOUTHWEST, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL
 HA0611'OF A 6-FOOT CONCRETE CULVERT, 12 FEET SOUTH OF CENTER LINE OF
 HA0611'GRAVEL ROAD, 28 FEET SOUTHWEST OF JUNCTION OF A FARM ROAD LEADING
 HA0611'NORTHEAST AND ABOUT 1/2 FOOT ABOVE LEVEL OF GRAVEL ROAD.
 HA0611
 HA0611                          STATION RECOVERY (1962)
 HA0611
 HA0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HA0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0441 ***********************************************************************
 HA0441  DESIGNATION -  E 338
 HA0441  PID         -  HA0441
 HA0441  STATE/COUNTY-  KY/HANCOCK
 HA0441  USGS QUAD   -  CANNELTON (1993)
 HA0441
 HA0441                         *CURRENT SURVEY CONTROL
 HA0441  ___________________________________________________________________
 HA0441* NAD 83(1986)-  37 53 10.     (N)    086 43 00.     (W)     SCALED    
 HA0441* NAVD 88     -       125.115  (meters)     410.48   (feet)  ADJUSTED  
 HA0441  ___________________________________________________________________
 HA0441  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HA0441  DYNAMIC HT  -         125.027 (meters)     410.19  (feet)  COMP
 HA0441  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 HA0441
 HA0441  VERT ORDER  -  FIRST     CLASS II
 HA0441
 HA0441.The horizontal coordinates were scaled from a topographic map and have
 HA0441.an estimated accuracy of +/- 6 seconds.
 HA0441
 HA0441.The orthometric height was determined by differential leveling
 HA0441.and adjusted by the National Geodetic Survey in June 1991..
 HA0441
 HA0441.The geoid height was determined by GEOID03.
 HA0441
 HA0441.The dynamic height is computed by dividing the NAVD 88
 HA0441.geopotential number by the normal gravity value computed on the
 HA0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0441.degrees latitude (g = 980.6199 gals.).
 HA0441
 HA0441.The modeled gravity was interpolated from observed gravity values.
 HA0441
 HA0441;                    North         East    Units  Estimated Accuracy
 HA0441;SPC KY1Z     - 1,172,770.    1,414,970.      MT  (+/- 180 meters Scaled)
 HA0441
 HA0441                          SUPERSEDED SURVEY CONTROL
 HA0441
 HA0441  NGVD 29 (??/??/92)  125.220  (m)          410.83   (f) ADJ UNCH    1 2
 HA0441
 HA0441.Superseded values are not recommended for survey control.
 HA0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0441.See file dsdata.txt to determine how the superseded data were derived.
 HA0441
 HA0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG249932(NAD 83)
 HA0441_MARKER: DB = BENCH MARK DISK
 HA0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0441_STAMPING: E 338 1953
 HA0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0441+STABILITY: SURFACE MOTION
 HA0441
 HA0441  HISTORY     - Date     Condition        Report By
 HA0441  HISTORY     - 1953     MONUMENTED       CGS
 HA0441
 HA0441                          STATION DESCRIPTION
 HA0441
 HA0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0441'3.4 MI SE FROM HAWESVILLE.
 HA0441'ABOUT 3.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 HA0441'COURT HOUSE AT HAWESVILLE, THENCE ABOUT 0.2 MILE NORTH ALONG
 HA0441'A GRAVEL ROAD LEADING TO SKILLMAN, AT THE CROSSING OF THE
 HA0441'LOUISVILLE AND NASHVILLE RAILROAD, 90 FEET SOUTHEAST OF SOUTHEAST
 HA0441'RAIL OF TRACK, 19 FEET NORTHEAST OF CENTER LINE OF ROAD, 13
 HA0441'FEET NORTHWEST OF CENTER LINE OF A ROAD NORTHEAST TO A FARM HOUSE,
 HA0441'44 FEET NORTH-NORTHEAST AND ACROSS ROAD FROM POWER AND TELEPHONE
 HA0441'POLE NO. 2, ABOUT LEVEL WITH CROSSING AND SET IN THE TOP OF A
 HA0441'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0308 ***********************************************************************
 JA0308  DESIGNATION -  E 339
 JA0308  PID         -  JA0308
 JA0308  STATE/COUNTY-  KY/MEADE
 JA0308  USGS QUAD   -  ALTON (1993)
 JA0308
 JA0308                         *CURRENT SURVEY CONTROL
 JA0308  ___________________________________________________________________
 JA0308* NAD 83(1986)-  38 05 07.     (N)    086 23 38.     (W)     SCALED    
 JA0308* NAVD 88     -       193.297  (meters)     634.18   (feet)  ADJUSTED  
 JA0308  ___________________________________________________________________
 JA0308  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JA0308  DYNAMIC HT  -         193.158 (meters)     633.72  (feet)  COMP
 JA0308  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 JA0308
 JA0308  VERT ORDER  -  FIRST     CLASS II
 JA0308
 JA0308.The horizontal coordinates were scaled from a topographic map and have
 JA0308.an estimated accuracy of +/- 6 seconds.
 JA0308
 JA0308.The orthometric height was determined by differential leveling
 JA0308.and adjusted by the National Geodetic Survey in June 1991..
 JA0308
 JA0308.The geoid height was determined by GEOID03.
 JA0308
 JA0308.The dynamic height is computed by dividing the NAVD 88
 JA0308.geopotential number by the normal gravity value computed on the
 JA0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0308.degrees latitude (g = 980.6199 gals.).
 JA0308
 JA0308.The modeled gravity was interpolated from observed gravity values.
 JA0308
 JA0308;                    North         East    Units  Estimated Accuracy
 JA0308;SPC KY1Z     - 1,194,630.    1,443,520.      MT  (+/- 180 meters Scaled)
 JA0308
 JA0308                          SUPERSEDED SURVEY CONTROL
 JA0308
 JA0308  NGVD 29 (??/??/92)  193.400  (m)          634.51   (f) ADJ UNCH    1 2
 JA0308
 JA0308.Superseded values are not recommended for survey control.
 JA0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0308.See file dsdata.txt to determine how the superseded data were derived.
 JA0308
 JA0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH531154(NAD 83)
 JA0308_MARKER: DB = BENCH MARK DISK
 JA0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0308_STAMPING: E 339 1953
 JA0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0308+STABILITY: SURFACE MOTION
 JA0308
 JA0308  HISTORY     - Date     Condition        Report By
 JA0308  HISTORY     - 1953     MONUMENTED       CGS
 JA0308
 JA0308                          STATION DESCRIPTION
 JA0308
 JA0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0308'1.6 MI S FROM WOLF CREEK.
 JA0308'1.55 MILES SOUTH ALONG STATE HIGHWAY 1047 FROM THE POST OFFICE
 JA0308'AT WOLF CREEK, AT THE JUNCTION OF A PROMINENT GRAVEL ROAD
 JA0308'LEADING NORTHWEST, 52 FEET WEST OF CENTER LINE OF HIGHWAY, 20 1/2
 JA0308'FEET SOUTHWEST OF CENTER LINE OF ROAD NORTHWEST, 1 1/2 FEET
 JA0308'NORTHEAST OF A WIRE FENCE, AT THE NORTHWEST END OF A 5-FOOT
 JA0308'HIGH CUT, 132 FEET NORTHWEST AND ACROSS HIGHWAY FROM A POWER
 JA0308'POLE WHICH IS ON A HILL TOP AND WITH A BRANCH LINE LEADING EAST,
 JA0308'ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 JA0308'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1985 ***********************************************************************
 HY1985  DESIGNATION -  E 34
 HY1985  PID         -  HY1985
 HY1985  STATE/COUNTY-  KY/MASON
 HY1985  USGS QUAD   -  GERMANTOWN (1952)
 HY1985
 HY1985                         *CURRENT SURVEY CONTROL
 HY1985  ___________________________________________________________________
 HY1985* NAD 83(1986)-  38 39 36.     (N)    083 56 23.     (W)     SCALED    
 HY1985* NAVD 88     -       293.412  (meters)     962.64   (feet)  ADJUSTED  
 HY1985  ___________________________________________________________________
 HY1985  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HY1985  DYNAMIC HT  -         293.215 (meters)     961.99  (feet)  COMP
 HY1985  MODELED GRAV-     979,950.3   (mgal)                       NAVD 88
 HY1985
 HY1985  VERT ORDER  -  SECOND    CLASS 0
 HY1985
 HY1985.The horizontal coordinates were scaled from a topographic map and have
 HY1985.an estimated accuracy of +/- 6 seconds.
 HY1985
 HY1985.The orthometric height was determined by differential leveling
 HY1985.and adjusted by the National Geodetic Survey in June 1991..
 HY1985
 HY1985.The geoid height was determined by GEOID03.
 HY1985
 HY1985.The dynamic height is computed by dividing the NAVD 88
 HY1985.geopotential number by the normal gravity value computed on the
 HY1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1985.degrees latitude (g = 980.6199 gals.).
 HY1985
 HY1985.The modeled gravity was interpolated from observed gravity values.
 HY1985
 HY1985;                    North         East    Units  Estimated Accuracy
 HY1985;SPC KY1Z     - 1,259,760.    1,657,560.      MT  (+/- 180 meters Scaled)
 HY1985
 HY1985                          SUPERSEDED SURVEY CONTROL
 HY1985
 HY1985  NGVD 29 (??/??/92)  293.648  (m)          963.41   (f) ADJ UNCH    2 0
 HY1985
 HY1985.Superseded values are not recommended for survey control.
 HY1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1985.See file dsdata.txt to determine how the superseded data were derived.
 HY1985
 HY1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC442831(NAD 83)
 HY1985_MARKER: DB = BENCH MARK DISK
 HY1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1985_STAMPING: E 34 1935 963.410
 HY1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1985+STABILITY: SURFACE MOTION
 HY1985
 HY1985  HISTORY     - Date     Condition        Report By
 HY1985  HISTORY     - 1935     MONUMENTED       CGS
 HY1985  HISTORY     - 1955     GOOD             NGS
 HY1985
 HY1985                          STATION DESCRIPTION
 HY1985
 HY1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1985'1.3 MI E FROM GERMANTOWN.
 HY1985'1.3 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE
 HY1985'HIGHWAY 596 IN GERMANTOWN, 65 YARDS NORTHWEST OF THE NORTHWEST
 HY1985'CORNER OF BRICK HOUSE PAINTED WHITE, 98.5 FEET EAST OF THE CENTER
 HY1985'OF A SIDE ROAD NORTH, 85.0 FEET EAST OF POWER LINE POLE WHERE
 HY1985'LINE CROSSES THE HIGHWAY, 28.0 FEET NORTH OF THE CENTER LINE OF
 HY1985'THE HIGHWAY, 1.8 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE
 HY1985'LINE, 0.5 FOOT ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0347 ***********************************************************************
 JA0347  DESIGNATION -  E 340
 JA0347  PID         -  JA0347
 JA0347  STATE/COUNTY-  KY/MEADE
 JA0347  USGS QUAD   -  MAUCKPORT (1994)
 JA0347
 JA0347                         *CURRENT SURVEY CONTROL
 JA0347  ___________________________________________________________________
 JA0347* NAD 83(1986)-  38 00 41.     (N)    086 13 31.     (W)     SCALED    
 JA0347* NAVD 88     -       167.471  (meters)     549.44   (feet)  ADJUSTED  
 JA0347  ___________________________________________________________________
 JA0347  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JA0347  DYNAMIC HT  -         167.352 (meters)     549.05  (feet)  COMP
 JA0347  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 JA0347
 JA0347  VERT ORDER  -  FIRST     CLASS II
 JA0347
 JA0347.The horizontal coordinates were scaled from a topographic map and have
 JA0347.an estimated accuracy of +/- 6 seconds.
 JA0347
 JA0347.The orthometric height was determined by differential leveling
 JA0347.and adjusted by the National Geodetic Survey in June 1991..
 JA0347
 JA0347.The geoid height was determined by GEOID03.
 JA0347
 JA0347.The dynamic height is computed by dividing the NAVD 88
 JA0347.geopotential number by the normal gravity value computed on the
 JA0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0347.degrees latitude (g = 980.6199 gals.).
 JA0347
 JA0347.The modeled gravity was interpolated from observed gravity values.
 JA0347
 JA0347;                    North         East    Units  Estimated Accuracy
 JA0347;SPC KY1Z     - 1,186,340.    1,458,270.      MT  (+/- 180 meters Scaled)
 JA0347
 JA0347                          SUPERSEDED SURVEY CONTROL
 JA0347
 JA0347  NGVD 29 (??/??/92)  167.582  (m)          549.81   (f) ADJ UNCH    1 2
 JA0347
 JA0347.Superseded values are not recommended for survey control.
 JA0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0347.See file dsdata.txt to determine how the superseded data were derived.
 JA0347
 JA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH680073(NAD 83)
 JA0347_MARKER: DB = BENCH MARK DISK
 JA0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0347_SP_SET: CULVERT
 JA0347_STAMPING: E 340 1953
 JA0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0347
 JA0347  HISTORY     - Date     Condition        Report By
 JA0347  HISTORY     - 1953     MONUMENTED       CGS
 JA0347
 JA0347                          STATION DESCRIPTION
 JA0347
 JA0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0347'3.4 MI NW FROM BRANDENBURG.
 JA0347'3.35 MILES NORTHWEST ALONG STATE HIGHWAY 228 FROM THE JUNCTION
 JA0347'OF STATE HIGHWAY 448 AT BRANDENBURG, IN THE TOP OF THE SOUTHEAST
 JA0347'END OF SOUTHWEST HEAD WALL OF A 16-FOOT CONCRETE CULVERT WITH
 JA0347'PARTITION OVER BIG GULLY, 13 FEET SOUTHWEST OF CENTER LINE OF
 JA0347'HIGHWAY AND ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0056 ***********************************************************************
 HA0056  DESIGNATION -  E 341
 HA0056  PID         -  HA0056
 HA0056  STATE/COUNTY-  KY/MEADE
 HA0056  USGS QUAD   -  ROCK HAVEN (1991)
 HA0056
 HA0056                         *CURRENT SURVEY CONTROL
 HA0056  ___________________________________________________________________
 HA0056* NAD 83(1986)-  37 58 08.     (N)    086 03 51.     (W)     SCALED    
 HA0056* NAVD 88     -       133.633  (meters)     438.43   (feet)  ADJUSTED  
 HA0056  ___________________________________________________________________
 HA0056  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HA0056  DYNAMIC HT  -         133.538 (meters)     438.12  (feet)  COMP
 HA0056  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 HA0056
 HA0056  VERT ORDER  -  FIRST     CLASS II
 HA0056
 HA0056.The horizontal coordinates were scaled from a topographic map and have
 HA0056.an estimated accuracy of +/- 6 seconds.
 HA0056
 HA0056.The orthometric height was determined by differential leveling
 HA0056.and adjusted by the National Geodetic Survey in June 1991..
 HA0056
 HA0056.The geoid height was determined by GEOID03.
 HA0056
 HA0056.The dynamic height is computed by dividing the NAVD 88
 HA0056.geopotential number by the normal gravity value computed on the
 HA0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0056.degrees latitude (g = 980.6199 gals.).
 HA0056
 HA0056.The modeled gravity was interpolated from observed gravity values.
 HA0056
 HA0056;                    North         East    Units  Estimated Accuracy
 HA0056;SPC KY1Z     - 1,181,560.    1,472,400.      MT  (+/- 180 meters Scaled)
 HA0056
 HA0056                          SUPERSEDED SURVEY CONTROL
 HA0056
 HA0056  NGVD 29 (??/??/92)  133.749  (m)          438.81   (f) ADJ UNCH    1 2
 HA0056
 HA0056.Superseded values are not recommended for survey control.
 HA0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0056.See file dsdata.txt to determine how the superseded data were derived.
 HA0056
 HA0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH821027(NAD 83)
 HA0056_MARKER: DB = BENCH MARK DISK
 HA0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0056_STAMPING: E 341 1953
 HA0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0056+STABILITY: SURFACE MOTION
 HA0056
 HA0056  HISTORY     - Date     Condition        Report By
 HA0056  HISTORY     - 1953     MONUMENTED       CGS
 HA0056  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0056
 HA0056                          STATION DESCRIPTION
 HA0056
 HA0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0056'6.2 MI E FROM BRANDENBURG.
 HA0056'ABOUT 6.2 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0056'FROM THE STATION AT BRANDENBURG, 10 1/2 POLES SOUTHEAST OF
 HA0056'NAVIGATION LITE NO. 639.1, 0.1 MILE NORTHWEST OF A RAILROAD
 HA0056'WATER TANK, ABOUT MIDWAY BETWEEN POLES 31/7 AND 31/8, SET
 HA0056'VERTICALLY IN THE NORTHEAST FACE OF A CONCRETE TOWER ABOUT 6 X 6
 HA0056'FEET AND 30 FEET HIGH, 15 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 HA0056'2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 HA0056
 HA0056                          STATION RECOVERY (1988)
 HA0056
 HA0056'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 HA0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2318 ***********************************************************************
 GZ2318  DESIGNATION -  E 342
 GZ2318  PID         -  GZ2318
 GZ2318  STATE/COUNTY-  KY/HARDIN
 GZ2318  USGS QUAD   -  VINE GROVE (1991)
 GZ2318
 GZ2318                         *CURRENT SURVEY CONTROL
 GZ2318  ___________________________________________________________________
 GZ2318* NAD 83(1986)-  37 46 55.     (N)    085 58 41.     (W)     SCALED    
 GZ2318* NAVD 88     -       220.270  (meters)     722.67   (feet)  ADJUSTED  
 GZ2318  ___________________________________________________________________
 GZ2318  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 GZ2318  DYNAMIC HT  -         220.107 (meters)     722.13  (feet)  COMP
 GZ2318  MODELED GRAV-     979,885.3   (mgal)                       NAVD 88
 GZ2318
 GZ2318  VERT ORDER  -  FIRST     CLASS II
 GZ2318
 GZ2318.The horizontal coordinates were scaled from a topographic map and have
 GZ2318.an estimated accuracy of +/- 6 seconds.
 GZ2318
 GZ2318.The orthometric height was determined by differential leveling
 GZ2318.and adjusted by the National Geodetic Survey in June 1991..
 GZ2318
 GZ2318.The geoid height was determined by GEOID03.
 GZ2318
 GZ2318.The dynamic height is computed by dividing the NAVD 88
 GZ2318.geopotential number by the normal gravity value computed on the
 GZ2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2318.degrees latitude (g = 980.6199 gals.).
 GZ2318
 GZ2318.The modeled gravity was interpolated from observed gravity values.
 GZ2318
 GZ2318;                    North         East    Units  Estimated Accuracy
 GZ2318;SPC KY1Z     - 1,160,800.    1,479,910.      MT  (+/- 180 meters Scaled)
 GZ2318
 GZ2318                          SUPERSEDED SURVEY CONTROL
 GZ2318
 GZ2318  NGVD 29 (??/??/92)  220.389  (m)          723.06   (f) ADJ UNCH    1 2
 GZ2318
 GZ2318.Superseded values are not recommended for survey control.
 GZ2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2318.See file dsdata.txt to determine how the superseded data were derived.
 GZ2318
 GZ2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG899821(NAD 83)
 GZ2318_MARKER: DB = BENCH MARK DISK
 GZ2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2318_STAMPING: E 342 1953
 GZ2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2318+STABILITY: SURFACE MOTION
 GZ2318
 GZ2318  HISTORY     - Date     Condition        Report By
 GZ2318  HISTORY     - 1953     MONUMENTED       CGS
 GZ2318  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GZ2318
 GZ2318                          STATION DESCRIPTION
 GZ2318
 GZ2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2318'2.4 MI N FROM RINEYVILLE.
 GZ2318'2.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GZ2318'STATION AT RINEYVILLE, 2.1 MILES SOUTH OF THE STATION AT VINE
 GZ2318'GROVE, ABOUT 0.3 MILE SOUTH OF A ROAD CROSSING, ON THE OUTSIDE
 GZ2318'OF A CURVE WITH TANGENTS NORTH AND SOUTHEAST, 29 FEET WEST OF
 GZ2318'THE WEST RAIL, 17 FEET EAST OF A 24-INCH PERSIMMON TREE GROWING
 GZ2318'IN FENCE LINE, 11 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 2 FEET
 GZ2318'EAST OF FENCE LINE, 2 FEET NORTHEAST OF WHITE WOODEN WITNESS POST,
 GZ2318'ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST
 GZ2318'PROJECTING 2 INCHES.
 GZ2318
 GZ2318                          STATION RECOVERY (1988)
 GZ2318
 GZ2318'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 GZ2318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1875 ***********************************************************************
 GZ1875  DESIGNATION -  E 344
 GZ1875  PID         -  GZ1875
 GZ1875  STATE/COUNTY-  KY/METCALFE
 GZ1875  USGS QUAD   -  EAST FORK (1973)
 GZ1875
 GZ1875                         *CURRENT SURVEY CONTROL
 GZ1875  ___________________________________________________________________
 GZ1875* NAD 83(1986)-  37 00 20.     (N)    085 33 40.     (W)     SCALED    
 GZ1875* NAVD 88     -       295.585  (meters)     969.77   (feet)  ADJUSTED  
 GZ1875  ___________________________________________________________________
 GZ1875  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GZ1875  DYNAMIC HT  -         295.349 (meters)     968.99  (feet)  COMP
 GZ1875  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 GZ1875
 GZ1875  VERT ORDER  -  FIRST     CLASS I
 GZ1875
 GZ1875.The horizontal coordinates were scaled from a topographic map and have
 GZ1875.an estimated accuracy of +/- 6 seconds.
 GZ1875
 GZ1875.The orthometric height was determined by differential leveling
 GZ1875.and adjusted by the National Geodetic Survey in June 1991..
 GZ1875
 GZ1875.The geoid height was determined by GEOID03.
 GZ1875
 GZ1875.The dynamic height is computed by dividing the NAVD 88
 GZ1875.geopotential number by the normal gravity value computed on the
 GZ1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1875.degrees latitude (g = 980.6199 gals.).
 GZ1875
 GZ1875.The modeled gravity was interpolated from observed gravity values.
 GZ1875
 GZ1875;                    North         East    Units  Estimated Accuracy
 GZ1875;SPC KY1Z     - 1,074,620.    1,516,810.      MT  (+/- 180 meters Scaled)
 GZ1875
 GZ1875                          SUPERSEDED SURVEY CONTROL
 GZ1875
 GZ1875  NGVD 29 (??/??/92)  295.735  (m)          970.26   (f) ADJ UNCH    1 1
 GZ1875
 GZ1875.Superseded values are not recommended for survey control.
 GZ1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1875.See file dsdata.txt to determine how the superseded data were derived.
 GZ1875
 GZ1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF280964(NAD 83)
 GZ1875_MARKER: DB = BENCH MARK DISK
 GZ1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1875_STAMPING: E 344 1953 970.257
 GZ1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1875+STABILITY: SURFACE MOTION
 GZ1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1875+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 GZ1875
 GZ1875  HISTORY     - Date     Condition        Report By
 GZ1875  HISTORY     - 1953     MONUMENTED       CGS
 GZ1875  HISTORY     - 1968     GOOD             NGS
 GZ1875  HISTORY     - 20010425 GOOD             KYDT
 GZ1875
 GZ1875                          STATION DESCRIPTION
 GZ1875
 GZ1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1875'3.8 MI NE FROM EDMONTON.
 GZ1875'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GZ1875'FROM THE METCALFE COUNTY COURTHOUSE AT EDMONTON, THENCE 3.4 MILES
 GZ1875'NORTHEAST ALONG STATE HIGHWAY 80, 140 YARDS SOUTHWEST OF THE CREST
 GZ1875'OF A HILL, 28 1/2 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GZ1875'HIGHWAY, 10 FEET NORTHWEST OF A TELEPHONE POLE, 3.7 FEET NORTHWEST
 GZ1875'OF THE WEST CORNER POST FOR A FENCE WHICH SURROUNDS HAMILTON
 GZ1875'CEMETERY, 1.1 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 GZ1875'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 GZ1875'POST WHICH PROJECTS 1 INCH.
 GZ1875
 GZ1875                          STATION RECOVERY (2001)
 GZ1875
 GZ1875'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ1875'MARK IS 3 FEET NORTHWEST OF A TELEPHONE POLE AND BURIED 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0131 ***********************************************************************
 HA0131  DESIGNATION -  E 345
 HA0131  PID         -  HA0131
 HA0131  STATE/COUNTY-  KY/EDMONSON
 HA0131  USGS QUAD   -  PARK CITY (1973)
 HA0131
 HA0131                         *CURRENT SURVEY CONTROL
 HA0131  ___________________________________________________________________
 HA0131* NAD 83(1986)-  37 04 29.     (N)    086 07 14.     (W)     SCALED    
 HA0131* NAVD 88     -       185.625  (meters)     609.00   (feet)  ADJUSTED  
 HA0131  ___________________________________________________________________
 HA0131  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HA0131  DYNAMIC HT  -         185.481 (meters)     608.53  (feet)  COMP
 HA0131  MODELED GRAV-     979,852.8   (mgal)                       NAVD 88
 HA0131
 HA0131  VERT ORDER  -  FIRST     CLASS I
 HA0131
 HA0131.The horizontal coordinates were scaled from a topographic map and have
 HA0131.an estimated accuracy of +/- 6 seconds.
 HA0131
 HA0131.The orthometric height was determined by differential leveling
 HA0131.and adjusted by the National Geodetic Survey in June 1991..
 HA0131
 HA0131.The geoid height was determined by GEOID03.
 HA0131
 HA0131.The dynamic height is computed by dividing the NAVD 88
 HA0131.geopotential number by the normal gravity value computed on the
 HA0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0131.degrees latitude (g = 980.6199 gals.).
 HA0131
 HA0131.The modeled gravity was interpolated from observed gravity values.
 HA0131
 HA0131;                    North         East    Units  Estimated Accuracy
 HA0131;SPC KY1Z     - 1,082,350.    1,467,050.      MT  (+/- 180 meters Scaled)
 HA0131
 HA0131                          SUPERSEDED SURVEY CONTROL
 HA0131
 HA0131  NGVD 29 (??/??/92)  185.737  (m)          609.37   (f) ADJ UNCH    1 1
 HA0131
 HA0131.Superseded values are not recommended for survey control.
 HA0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0131.See file dsdata.txt to determine how the superseded data were derived.
 HA0131
 HA0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG781035(NAD 83)
 HA0131_MARKER: DB = BENCH MARK DISK
 HA0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0131_STAMPING: E 345 1953
 HA0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0131+STABILITY: SURFACE MOTION
 HA0131
 HA0131  HISTORY     - Date     Condition        Report By
 HA0131  HISTORY     - 1953     MONUMENTED       CGS
 HA0131  HISTORY     - 1968     GOOD             NGS
 HA0131
 HA0131                          STATION DESCRIPTION
 HA0131
 HA0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0131'1 MI NE FROM ROCKY HILL.
 HA0131'ABOUT 1.0 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HA0131'RAILROAD FROM THE CROSSING OF THE RAILROAD AND STATE HIGHWAY
 HA0131'259 AT ROCKY HILL, 113 FEET EAST OF THE CENTER OF A CROSSING
 HA0131'OF THE RAILROAD AND A PRIVATE ROAD, 28 FEET SOUTHEAST OF THE SOUTHEAST
 HA0131'RAIL, 103 FEET NORTHEAST OF THE NORTHEAST POST FOR A METAL
 HA0131'GATE, 7 FEET EAST OF A TELEPHONE POLE, 1 1/2 FEET NORTHWEST OF
 HA0131'A FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 1
 HA0131'FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 HA0131'CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0028 ***********************************************************************
 GC0028  DESIGNATION -  E 346
 GC0028  PID         -  GC0028
 GC0028  STATE/COUNTY-  KY/WARREN
 GC0028  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0028
 GC0028                         *CURRENT SURVEY CONTROL
 GC0028  ___________________________________________________________________
 GC0028* NAD 83(1986)-  36 59 30.     (N)    086 27 12.     (W)     SCALED    
 GC0028* NAVD 88     -       160.560  (meters)     526.77   (feet)  ADJUSTED  
 GC0028  ___________________________________________________________________
 GC0028  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GC0028  DYNAMIC HT  -         160.435 (meters)     526.36  (feet)  COMP
 GC0028  MODELED GRAV-     979,855.5   (mgal)                       NAVD 88
 GC0028
 GC0028  VERT ORDER  -  FIRST     CLASS I
 GC0028
 GC0028.The horizontal coordinates were scaled from a topographic map and have
 GC0028.an estimated accuracy of +/- 6 seconds.
 GC0028
 GC0028.The orthometric height was determined by differential leveling
 GC0028.and adjusted by the National Geodetic Survey in June 1991..
 GC0028
 GC0028.The geoid height was determined by GEOID03.
 GC0028
 GC0028.The dynamic height is computed by dividing the NAVD 88
 GC0028.geopotential number by the normal gravity value computed on the
 GC0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0028.degrees latitude (g = 980.6199 gals.).
 GC0028
 GC0028.The modeled gravity was interpolated from observed gravity values.
 GC0028
 GC0028;                    North         East    Units  Estimated Accuracy
 GC0028;SPC KY1Z     - 1,073,300.    1,437,390.      MT  (+/- 180 meters Scaled)
 GC0028
 GC0028                          SUPERSEDED SURVEY CONTROL
 GC0028
 GC0028  NGVD 29 (??/??/92)  160.694  (m)          527.21   (f) ADJ UNCH    1 1
 GC0028
 GC0028.Superseded values are not recommended for survey control.
 GC0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0028.See file dsdata.txt to determine how the superseded data were derived.
 GC0028
 GC0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF486940(NAD 83)
 GC0028_MARKER: DB = BENCH MARK DISK
 GC0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0028_SP_SET: BUILDING
 GC0028_STAMPING: E 346 1954
 GC0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0028
 GC0028  HISTORY     - Date     Condition        Report By
 GC0028  HISTORY     - 1954     MONUMENTED       CGS
 GC0028  HISTORY     - 1968     GOOD             NGS
 GC0028
 GC0028                          STATION DESCRIPTION
 GC0028
 GC0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0028'1 MI SW FROM BOWLING GREEN.
 GC0028'ABOUT 1.05 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0028'RAILROAD FROM THE STATION AT BOWLING GREEN, 128 YARDS SOUTHWEST
 GC0028'OF THE CROSSING OF THE RAILROAD AND 13TH STREET, 109 YARDS NORTHEAST
 GC0028'OF THE CROSSING OF THE RAILROAD AND 14TH STREET, SET VERTICALLY
 GC0028'IN THE NORTHWEST FACE OF THE NORTHWEST BRICK WALL OF THE HONEY CRUST
 GC0028'BAKERY BUILDING, 1 FOOT SOUTHWEST OF THE NORTH CORNER OF THE BUILDING,
 GC0028'26 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 22 1/2
 GC0028'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK, ABOUT 1 FOOT
 GC0028'ABOVE THE STONE FOUNDATION, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 GC0028'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0954 ***********************************************************************
 GC0954  DESIGNATION -  E 347
 GC0954  PID         -  GC0954
 GC0954  STATE/COUNTY-  KY/LOGAN
 GC0954  USGS QUAD   -  AUBURN (1994)
 GC0954
 GC0954                         *CURRENT SURVEY CONTROL
 GC0954  ___________________________________________________________________
 GC0954* NAD 83(1986)-  36 51 55.     (N)    086 42 50.     (W)     SCALED    
 GC0954* NAVD 88     -       197.303  (meters)     647.32   (feet)  ADJUSTED  
 GC0954  ___________________________________________________________________
 GC0954  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GC0954  DYNAMIC HT  -         197.145 (meters)     646.80  (feet)  COMP
 GC0954  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 GC0954
 GC0954  VERT ORDER  -  FIRST     CLASS I
 GC0954
 GC0954.The horizontal coordinates were scaled from a topographic map and have
 GC0954.an estimated accuracy of +/- 6 seconds.
 GC0954
 GC0954.The orthometric height was determined by differential leveling
 GC0954.and adjusted by the National Geodetic Survey in June 1991..
 GC0954
 GC0954.The geoid height was determined by GEOID03.
 GC0954
 GC0954.The dynamic height is computed by dividing the NAVD 88
 GC0954.geopotential number by the normal gravity value computed on the
 GC0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0954.degrees latitude (g = 980.6199 gals.).
 GC0954
 GC0954.The modeled gravity was interpolated from observed gravity values.
 GC0954
 GC0954;                    North         East    Units  Estimated Accuracy
 GC0954;SPC KY1Z     - 1,059,480.    1,414,050.      MT  (+/- 180 meters Scaled)
 GC0954
 GC0954                          SUPERSEDED SURVEY CONTROL
 GC0954
 GC0954  NGVD 29 (??/??/92)  197.422  (m)          647.71   (f) ADJ UNCH    1 1
 GC0954
 GC0954.Superseded values are not recommended for survey control.
 GC0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0954.See file dsdata.txt to determine how the superseded data were derived.
 GC0954
 GC0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF255799(NAD 83)
 GC0954_MARKER: DB = BENCH MARK DISK
 GC0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0954_STAMPING: E 347 1954
 GC0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0954+STABILITY: SURFACE MOTION
 GC0954
 GC0954  HISTORY     - Date     Condition        Report By
 GC0954  HISTORY     - 1954     MONUMENTED       CGS
 GC0954  HISTORY     - 1968     GOOD             NGS
 GC0954  HISTORY     - 19950914 MARK NOT FOUND   KYDT
 GC0954
 GC0954                          STATION DESCRIPTION
 GC0954
 GC0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0954'AT AUBURN.
 GC0954'AT AUBURN, AT THE NORTHEAST CORNER OF THE AUBURN HIGH SCHOOL
 GC0954'BUILDING, SET VERTICALLY IN THE EAST FACE OF THE CONCRETE
 GC0954'FOUNDATION FOR THE MIDDLE ONE OF 3 BRICK BUILDINGS, 1 FOOT
 GC0954'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 148 1/2 FEET
 GC0954'SOUTH OF THE SOUTH RAIL OF THE LOUISVILLE AND NASHVILLE RAILROAD,
 GC0954'90 FEET WEST OF THE CENTERLINE OF COLLEGE STREET WHICH IS STATE
 GC0954'HIGHWAY 103, 1 FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 GC0954'LEVEL WITH THE TRACK.
 GC0954
 GC0954                          STATION RECOVERY (1995)
 GC0954
 GC0954'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0954'A NEW SCHOOL WAS BUILT ON THIS SITE IN THE FALL OF 1989, NO RESET
 GC0954'FOUND, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1170 ***********************************************************************
 GC1170  DESIGNATION -  E 348
 GC1170  PID         -  GC1170
 GC1170  STATE/COUNTY-  KY/LOGAN
 GC1170  USGS QUAD   -  ALLENSVILLE (1950)
 GC1170
 GC1170                         *CURRENT SURVEY CONTROL
 GC1170  ___________________________________________________________________
 GC1170* NAD 83(1986)-  36 44 36.     (N)    087 01 44.     (W)     SCALED    
 GC1170* NAVD 88     -       188.601  (meters)     618.77   (feet)  ADJUSTED  
 GC1170  ___________________________________________________________________
 GC1170  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 GC1170  DYNAMIC HT  -         188.450 (meters)     618.27  (feet)  COMP
 GC1170  MODELED GRAV-     979,824.5   (mgal)                       NAVD 88
 GC1170
 GC1170  VERT ORDER  -  FIRST     CLASS II
 GC1170
 GC1170.The horizontal coordinates were scaled from a topographic map and have
 GC1170.an estimated accuracy of +/- 6 seconds.
 GC1170
 GC1170.The orthometric height was determined by differential leveling
 GC1170.and adjusted by the National Geodetic Survey in June 1991..
 GC1170
 GC1170.The geoid height was determined by GEOID03.
 GC1170
 GC1170.The dynamic height is computed by dividing the NAVD 88
 GC1170.geopotential number by the normal gravity value computed on the
 GC1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1170.degrees latitude (g = 980.6199 gals.).
 GC1170
 GC1170.The modeled gravity was interpolated from observed gravity values.
 GC1170
 GC1170;                    North         East    Units  Estimated Accuracy
 GC1170;SPC KY1Z     - 1,046,290.    1,385,780.      MT  (+/- 180 meters Scaled)
 GC1170
 GC1170                          SUPERSEDED SURVEY CONTROL
 GC1170
 GC1170  NGVD 29 (??/??/92)  188.690  (m)          619.06   (f) ADJ UNCH    1 2
 GC1170
 GC1170.Superseded values are not recommended for survey control.
 GC1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1170.See file dsdata.txt to determine how the superseded data were derived.
 GC1170
 GC1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF974664(NAD 83)
 GC1170_MARKER: DB = BENCH MARK DISK
 GC1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1170_STAMPING: E 348 1954
 GC1170_MARK LOGO: CGS   
 GC1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1170+STABILITY: SURFACE MOTION
 GC1170
 GC1170  HISTORY     - Date     Condition        Report By
 GC1170  HISTORY     - 1954     MONUMENTED       CGS
 GC1170  HISTORY     - 1984     GOOD             NGS
 GC1170
 GC1170                          STATION DESCRIPTION
 GC1170
 GC1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1170'2.8 MI NE FROM ALLENSVILLE.
 GC1170'2.8 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1170'FROM THE CROSSING OF STATE HIGHWAY 102 AT ALLENSVILLE, ABOUT
 GC1170'1.15 MILES SOUTHWEST OF CROSSING OF EAST-WEST BLACK TOP ROAD
 GC1170'AND THE SCHOOL AT OLMSTEAD, LOGAN COUNTY, ABOUT 0.2 MILE
 GC1170'NORTHEAST OF CROSSING OF A BLACK TOP ROAD, 67 1/2 FEET WEST AND
 GC1170'ACROSS BLACK TOP ROAD FROM MILE POST 154, 61 FEET NORTHWEST AND
 GC1170'ACROSS BLACK TOP ROAD FROM NORTHWEST RAIL, 19 FEET NORTHWEST OF
 GC1170'CENTER LINE OF BLACK TOP ROAD, 1 FOOT SOUTHEAST OF A FENCE LINE,
 GC1170'12 1/2 FEET NORTHEAST OF A POWER POLE WITH THREE GUY WIRES, 51
 GC1170'FEET NORTHEAST OF NORTHWEST END OF A 15-INCH PIPE CULVERT
 GC1170'UNDER BLACK TOP ROAD, ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK,
 GC1170'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 GC1170'PROJECTING 3 INCHES.
 GC1170
 GC1170                          STATION RECOVERY (1984)
 GC1170
 GC1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1170'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1453 ***********************************************************************
 HZ1453  DESIGNATION -  E 349
 HZ1453  PID         -  HZ1453
 HZ1453  STATE/COUNTY-  KY/JEFFERSON
 HZ1453  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ1453
 HZ1453                         *CURRENT SURVEY CONTROL
 HZ1453  ___________________________________________________________________
 HZ1453* NAD 83(1986)-  38 13 30.     (N)    085 40 05.     (W)     SCALED    
 HZ1453* NAVD 88     -       165.765  (meters)     543.85   (feet)  ADJUSTED  
 HZ1453  ___________________________________________________________________
 HZ1453  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ1453  DYNAMIC HT  -         165.653 (meters)     543.48  (feet)  COMP
 HZ1453  MODELED GRAV-     979,948.5   (mgal)                       NAVD 88
 HZ1453
 HZ1453  VERT ORDER  -  FIRST     CLASS II
 HZ1453
 HZ1453.This mark is at Louisville Intl (STANDIFORD) Airport (SDF)
 HZ1453
 HZ1453.The horizontal coordinates were scaled from a topographic map and have
 HZ1453.an estimated accuracy of +/- 6 seconds.
 HZ1453
 HZ1453.The orthometric height was determined by differential leveling
 HZ1453.and adjusted by the National Geodetic Survey in June 1991..
 HZ1453
 HZ1453.The geoid height was determined by GEOID03.
 HZ1453
 HZ1453.The dynamic height is computed by dividing the NAVD 88
 HZ1453.geopotential number by the normal gravity value computed on the
 HZ1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1453.degrees latitude (g = 980.6199 gals.).
 HZ1453
 HZ1453.The modeled gravity was interpolated from observed gravity values.
 HZ1453
 HZ1453;                    North         East    Units  Estimated Accuracy
 HZ1453;SPC KY1Z     - 1,209,950.    1,507,180.      MT  (+/- 180 meters Scaled)
 HZ1453
 HZ1453                          SUPERSEDED SURVEY CONTROL
 HZ1453
 HZ1453  NGVD 29 (??/??/92)  165.917  (m)          544.35   (f) ADJ UNCH    1 2
 HZ1453
 HZ1453.Superseded values are not recommended for survey control.
 HZ1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1453.See file dsdata.txt to determine how the superseded data were derived.
 HZ1453
 HZ1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH165316(NAD 83)
 HZ1453_MARKER: DB = BENCH MARK DISK
 HZ1453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1453_SP_SET: HANGAR
 HZ1453_STAMPING: E 349 1954
 HZ1453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1453
 HZ1453  HISTORY     - Date     Condition        Report By
 HZ1453  HISTORY     - 1954     MONUMENTED       CGS
 HZ1453  HISTORY     - 1970     GOOD             NGS
 HZ1453  HISTORY     - 1982     GOOD             USGS
 HZ1453
 HZ1453                          STATION DESCRIPTION
 HZ1453
 HZ1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1453'2 MI S FROM ST MATTHEWS.
 HZ1453'ABOUT 2 MILES SOUTH (AIRLINE) OF ST. MATTHEWS, ON THE SOUTHWEST
 HZ1453'SIDE OF BOWMAN FIELD, ABOUT 0.2 MILE NORTHWEST OF THE CONTROL
 HZ1453'TOWER AND ADMINSTRATION BUILDING, SET VERTICALLY IN THE NORTHEAST
 HZ1453'FACE OF HANGAR NO. T 603, 21 FEET SOUTHEAST OF NORTH CORNER OF
 HZ1453'HANGAR AND ABOUT 3 FEET ABOVE GROUND.
 HZ1453
 HZ1453                          STATION RECOVERY (1970)
 HZ1453
 HZ1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HZ1453'RECOVERED IN GOOD CONDITION.
 HZ1453
 HZ1453                          STATION RECOVERY (1982)
 HZ1453
 HZ1453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HZ1453'THE MARK IS SET VERICALLY IN THE EAST WALL NEAR THE NORTHEAST CORNER
 HZ1453'OF THE HANGAR CURRENTLY OCCUPIED BY STEVENS BEECH CRAFT. CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0047 ***********************************************************************
 HZ0047  DESIGNATION -  E 35
 HZ0047  PID         -  HZ0047
 HZ0047  STATE/COUNTY-  KY/PENDLETON
 HZ0047  USGS QUAD   -  GOFORTH (1987)
 HZ0047
 HZ0047                         *CURRENT SURVEY CONTROL
 HZ0047  ___________________________________________________________________
 HZ0047* NAD 83(1986)-  38 41 44.     (N)    084 22 37.     (W)     SCALED    
 HZ0047* NAVD 88     -       282.803  (meters)     927.83   (feet)  ADJUSTED  
 HZ0047  ___________________________________________________________________
 HZ0047  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0047  DYNAMIC HT  -         282.615 (meters)     927.21  (feet)  COMP
 HZ0047  MODELED GRAV-     979,956.4   (mgal)                       NAVD 88
 HZ0047
 HZ0047  VERT ORDER  -  SECOND    CLASS 0
 HZ0047
 HZ0047.The horizontal coordinates were scaled from a topographic map and have
 HZ0047.an estimated accuracy of +/- 6 seconds.
 HZ0047
 HZ0047.The orthometric height was determined by differential leveling
 HZ0047.and adjusted by the National Geodetic Survey in June 1991..
 HZ0047
 HZ0047.The geoid height was determined by GEOID03.
 HZ0047
 HZ0047.The dynamic height is computed by dividing the NAVD 88
 HZ0047.geopotential number by the normal gravity value computed on the
 HZ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0047.degrees latitude (g = 980.6199 gals.).
 HZ0047
 HZ0047.The modeled gravity was interpolated from observed gravity values.
 HZ0047
 HZ0047;                    North         East    Units  Estimated Accuracy
 HZ0047;SPC KY1Z     - 1,263,050.    1,619,450.      MT  (+/- 180 meters Scaled)
 HZ0047
 HZ0047                          SUPERSEDED SURVEY CONTROL
 HZ0047
 HZ0047  NGVD 29 (??/??/92)  283.033  (m)          928.58   (f) ADJ UNCH    2 0
 HZ0047
 HZ0047.Superseded values are not recommended for survey control.
 HZ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0047.See file dsdata.txt to determine how the superseded data were derived.
 HZ0047
 HZ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH281862(NAD 83)
 HZ0047_MARKER: DB = BENCH MARK DISK
 HZ0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0047_STAMPING: E 35 1935 928.584
 HZ0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0047+STABILITY: SURFACE MOTION
 HZ0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0047+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2001
 HZ0047
 HZ0047  HISTORY     - Date     Condition        Report By
 HZ0047  HISTORY     - 1935     MONUMENTED       CGS
 HZ0047  HISTORY     - 1955     GOOD             NGS
 HZ0047  HISTORY     - 20010905 GOOD             KYDT
 HZ0047
 HZ0047                          STATION DESCRIPTION
 HZ0047
 HZ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0047'2.8 MI NW FROM FALMOUTH.
 HZ0047'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 22 AND U.S. HIGHWAY 27
 HZ0047'FROM THE JUNCTION OF THESE HIGHWAYS AT NORTHWEST PART OF FALMOUTH,
 HZ0047'THENCE WEST ALONG STATE HIGHWAY 22 FOR 0.6 MILE, AT NORTHEAST
 HZ0047'CORNER OF BARN OWNED BY LESS WALTERS, 33.0 FEET SOUTHWEST OF THE
 HZ0047'CENTER OF GATE AT DRIVEWAY TO BARN, 18.5 FEET SOUTH OF THE SOUTH
 HZ0047'RIGHT-OF-WAY FENCE, 1.5 FEET ABOVE THE LEVEL OF HIGHWAY, 1 FOOT
 HZ0047'WEST OF THE NORTHEAST CORNER OF BARN.
 HZ0047
 HZ0047                          STATION RECOVERY (2001)
 HZ0047
 HZ0047'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HZ0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1151 ***********************************************************************
 HZ1151  DESIGNATION -  E 350
 HZ1151  PID         -  HZ1151
 HZ1151  STATE/COUNTY-  KY/SHELBY
 HZ1151  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1151
 HZ1151                         *CURRENT SURVEY CONTROL
 HZ1151  ___________________________________________________________________
 HZ1151* NAD 83(1986)-  38 12 47.     (N)    085 10 12.     (W)     SCALED    
 HZ1151* NAVD 88     -       252.125  (meters)     827.18   (feet)  ADJUSTED  
 HZ1151  ___________________________________________________________________
 HZ1151  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ1151  DYNAMIC HT  -         251.948 (meters)     826.60  (feet)  COMP
 HZ1151  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 HZ1151
 HZ1151  VERT ORDER  -  FIRST     CLASS II
 HZ1151
 HZ1151.The horizontal coordinates were scaled from a topographic map and have
 HZ1151.an estimated accuracy of +/- 6 seconds.
 HZ1151
 HZ1151.The orthometric height was determined by differential leveling
 HZ1151.and adjusted by the National Geodetic Survey in June 1991..
 HZ1151
 HZ1151.The geoid height was determined by GEOID03.
 HZ1151
 HZ1151.The dynamic height is computed by dividing the NAVD 88
 HZ1151.geopotential number by the normal gravity value computed on the
 HZ1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1151.degrees latitude (g = 980.6199 gals.).
 HZ1151
 HZ1151.The modeled gravity was interpolated from observed gravity values.
 HZ1151
 HZ1151;                    North         East    Units  Estimated Accuracy
 HZ1151;SPC KY1Z     - 1,208,780.    1,550,790.      MT  (+/- 180 meters Scaled)
 HZ1151
 HZ1151                          SUPERSEDED SURVEY CONTROL
 HZ1151
 HZ1151  NGVD 29 (??/??/92)  252.273  (m)          827.67   (f) ADJ UNCH    1 2
 HZ1151
 HZ1151.Superseded values are not recommended for survey control.
 HZ1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1151.See file dsdata.txt to determine how the superseded data were derived.
 HZ1151
 HZ1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH602310(NAD 83)
 HZ1151_MARKER: DB = BENCH MARK DISK
 HZ1151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1151_SP_SET: FOUNDATION
 HZ1151_STAMPING: E 350 1954
 HZ1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1151
 HZ1151  HISTORY     - Date     Condition        Report By
 HZ1151  HISTORY     - 1954     MONUMENTED       CGS
 HZ1151
 HZ1151                          STATION DESCRIPTION
 HZ1151
 HZ1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1151'2.8 MI NE FROM SHELBYVILLE.
 HZ1151'ABOUT 2.35 MILES EAST ALONG U.S. HIGHWAY 60 AND 460 FROM THE
 HZ1151'COURT HOUSE AT SHELBYVILLE, THENCE ABOUT 0.5 MILE NORTH AND
 HZ1151'NORTHEAST ALONG A NARROW GRAVEL ROAD TO THE SHELBYVILLE AIRPORT,
 HZ1151'SET VERTICALLY IN THE WEST FACE OF CONCRETE FOUNDATION OF CONCRETE
 HZ1151'BLOCK HANGAR, 1 FOOT SOUTH OF NORTHWEST CORNER OF HANGAR, 1/2
 HZ1151'FOOT BELOW THE FIRST COURSE OF CONCRETE BLOCK AND ABOUT 1 1/2
 HZ1151'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1527 ***********************************************************************
 HZ1527  DESIGNATION -  E 351
 HZ1527  PID         -  HZ1527
 HZ1527  STATE/COUNTY-  KY/OLDHAM
 HZ1527  USGS QUAD   -  OWEN (1983)
 HZ1527
 HZ1527                         *CURRENT SURVEY CONTROL
 HZ1527  ___________________________________________________________________
 HZ1527* NAD 83(1986)-  38 23 23.     (N)    085 34 59.     (W)     SCALED    
 HZ1527* NAVD 88     -       200.973  (meters)     659.36   (feet)  ADJUSTED  
 HZ1527  ___________________________________________________________________
 HZ1527  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HZ1527  DYNAMIC HT  -         200.838 (meters)     658.92  (feet)  COMP
 HZ1527  MODELED GRAV-     979,955.6   (mgal)                       NAVD 88
 HZ1527
 HZ1527  VERT ORDER  -  FIRST     CLASS II
 HZ1527
 HZ1527.The horizontal coordinates were scaled from a topographic map and have
 HZ1527.an estimated accuracy of +/- 6 seconds.
 HZ1527
 HZ1527.The orthometric height was determined by differential leveling
 HZ1527.and adjusted by the National Geodetic Survey in June 1991..
 HZ1527
 HZ1527.The geoid height was determined by GEOID03.
 HZ1527
 HZ1527.The dynamic height is computed by dividing the NAVD 88
 HZ1527.geopotential number by the normal gravity value computed on the
 HZ1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1527.degrees latitude (g = 980.6199 gals.).
 HZ1527
 HZ1527.The modeled gravity was interpolated from observed gravity values.
 HZ1527
 HZ1527;                    North         East    Units  Estimated Accuracy
 HZ1527;SPC KY1Z     - 1,228,240.    1,514,580.      MT  (+/- 180 meters Scaled)
 HZ1527
 HZ1527                          SUPERSEDED SURVEY CONTROL
 HZ1527
 HZ1527  NGVD 29 (??/??/92)  201.132  (m)          659.88   (f) ADJ UNCH    1 2
 HZ1527
 HZ1527.Superseded values are not recommended for survey control.
 HZ1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1527.See file dsdata.txt to determine how the superseded data were derived.
 HZ1527
 HZ1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH237500(NAD 83)
 HZ1527_MARKER: DB = BENCH MARK DISK
 HZ1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1527_STAMPING: E 351 1954
 HZ1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1527+STABILITY: SURFACE MOTION
 HZ1527
 HZ1527  HISTORY     - Date     Condition        Report By
 HZ1527  HISTORY     - 1954     MONUMENTED       CGS
 HZ1527  HISTORY     - 19980303 MARK NOT FOUND   USPSQD
 HZ1527
 HZ1527                          STATION DESCRIPTION
 HZ1527
 HZ1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1527'1 MI SW FROM GOSHEN.
 HZ1527'ABOUT 0.95 MILE SOUTHWEST ALONG U.S. HIGHWAY 42 FROM THE PRESBYTERIAN
 HZ1527'CHURCH AT GOSHEN, 36 FEET WEST OF CENTER LINE OF HIGHWAY, 9 FEET
 HZ1527'NORTH OF CENTER LINE OF A DRIVE WEST TO A FARM HOUSE, 42 FEET
 HZ1527'NORTH AND ACROSS DRIVE FROM POWER POLE NO. 004 - 29, 17 1/2 FEET
 HZ1527'WEST OF NORTH END OF AN 18-INCH METAL PIPE CULVERT UNDER DRIVE,
 HZ1527'6 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, ABOUT
 HZ1527'2 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HZ1527'POST PROJECTING 3 INCHES.
 HZ1527
 HZ1527                          STATION RECOVERY (1998)
 HZ1527
 HZ1527'RECOVERY NOTE BY US POWER SQUADRON 1998
 HZ1527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ1587 ***********************************************************************
 AJ1587  DESIGNATION -  E 351 RESET
 AJ1587  PID         -  AJ1587
 AJ1587  STATE/COUNTY-  KY/OLDHAM
 AJ1587  USGS QUAD   -  OWEN (1983)
 AJ1587
 AJ1587                         *CURRENT SURVEY CONTROL
 AJ1587  ___________________________________________________________________
 AJ1587* NAD 83(1986)-  38 23 23.     (N)    085 34 59.     (W)     SCALED    
 AJ1587* NAVD 88     -       204.55   (meters)     671.1    (feet)  RESET     
 AJ1587  ___________________________________________________________________
 AJ1587  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AJ1587
 AJ1587  VERT ORDER  -  THIRD
 AJ1587
 AJ1587.The horizontal coordinates were scaled from a topographic map and have
 AJ1587.an estimated accuracy of +/- 6 seconds.
 AJ1587
 AJ1587.The orthometric height was computed from unverified reset data.
 AJ1587.No vertical observational check was made to the station.
 AJ1587
 AJ1587.The geoid height was determined by GEOID03.
 AJ1587
 AJ1587;                    North         East    Units  Estimated Accuracy
 AJ1587;SPC KY1Z     - 1,228,240.    1,514,580.      MT  (+/- 180 meters Scaled)
 AJ1587
 AJ1587                          SUPERSEDED SURVEY CONTROL
 AJ1587
 AJ1587.No superseded survey control is available for this station.
 AJ1587
 AJ1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH237500(NAD 83)
 AJ1587_MARKER: DV = VERTICAL CONTROL DISK
 AJ1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1587_STAMPING: E 351 1954 RESET 2000
 AJ1587_MARK LOGO: NGS   
 AJ1587_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1587+STABILITY: SURFACE MOTION
 AJ1587
 AJ1587  HISTORY     - Date     Condition        Report By
 AJ1587  HISTORY     - 2000     MONUMENTED       KYDT
 AJ1587
 AJ1587                          STATION DESCRIPTION
 AJ1587
 AJ1587'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 AJ1587'ABOUT 0.95 MILE (1.53 KM) SOUTHWEST ALONG US 42 FROM THE PRESBYTERIAN
 AJ1587'CHURCH AT GOSHEN, ABOUT 570 FEET (173.7 M) NORTH ALONG US 42 FROM
 AJ1587'JUNCTION OF KY 1793, 55 FEET (16.8 M) WEST OF CENTERLINE OF US 42, 4.7
 AJ1587'FEET (1.4 M) NORTH OF A CONCRETE R/W MARKER WHICH PROJECTS 1.5 FEET,
 AJ1587'(0.5 M) 4.6 FEET (1.4 M) SOUTH OF A CONCRETE R/W MARKER WHICH PROJECTS
 AJ1587'1.5 FEET, (0.5 M) 28.9 FEET (8.8 M) SOUTH SOUTHEAST OF A GUYED POWER
 AJ1587'POLE WHICH IS ANGLE POINT IN NORTH-SOUTH LINE OF POLES, A VERTICAL
 AJ1587'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0896 ***********************************************************************
 HZ0896  DESIGNATION -  E 352
 HZ0896  PID         -  HZ0896
 HZ0896  STATE/COUNTY-  KY/TRIMBLE
 HZ0896  USGS QUAD   -  BETHLEHEM (1993)
 HZ0896
 HZ0896                         *CURRENT SURVEY CONTROL
 HZ0896  ___________________________________________________________________
 HZ0896* NAD 83(1986)-  38 37 03.     (N)    085 25 19.     (W)     SCALED    
 HZ0896* NAVD 88     -       145.312  (meters)     476.74   (feet)  ADJUSTED  
 HZ0896  ___________________________________________________________________
 HZ0896  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ0896  DYNAMIC HT  -         145.216 (meters)     476.43  (feet)  COMP
 HZ0896  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 HZ0896
 HZ0896  VERT ORDER  -  FIRST     CLASS II
 HZ0896
 HZ0896.The horizontal coordinates were scaled from a topographic map and have
 HZ0896.an estimated accuracy of +/- 6 seconds.
 HZ0896
 HZ0896.The orthometric height was determined by differential leveling
 HZ0896.and adjusted by the National Geodetic Survey in June 1991..
 HZ0896
 HZ0896.The geoid height was determined by GEOID03.
 HZ0896
 HZ0896.The dynamic height is computed by dividing the NAVD 88
 HZ0896.geopotential number by the normal gravity value computed on the
 HZ0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0896.degrees latitude (g = 980.6199 gals.).
 HZ0896
 HZ0896.The modeled gravity was interpolated from observed gravity values.
 HZ0896
 HZ0896;                    North         East    Units  Estimated Accuracy
 HZ0896;SPC KY1Z     - 1,253,560.    1,528,570.      MT  (+/- 180 meters Scaled)
 HZ0896
 HZ0896                          SUPERSEDED SURVEY CONTROL
 HZ0896
 HZ0896  NGVD 29 (??/??/92)  145.480  (m)          477.30   (f) ADJ UNCH    1 2
 HZ0896
 HZ0896.Superseded values are not recommended for survey control.
 HZ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0896.See file dsdata.txt to determine how the superseded data were derived.
 HZ0896
 HZ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH373755(NAD 83)
 HZ0896_MARKER: DB = BENCH MARK DISK
 HZ0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0896_STAMPING: E 352 1954
 HZ0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0896+STABILITY: SURFACE MOTION
 HZ0896
 HZ0896  HISTORY     - Date     Condition        Report By
 HZ0896  HISTORY     - 1954     MONUMENTED       CGS
 HZ0896  HISTORY     - 1963     GOOD             NGS
 HZ0896
 HZ0896                          STATION DESCRIPTION
 HZ0896
 HZ0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0896'4 MI N FROM WISES LANDING.
 HZ0896'4.0 MILES NORTH ALONG A ROAD FROM THE BAPTIST CHURCH AT WISES
 HZ0896'LANDING, ABOUT 0.75 MILE NORTH OF A BRIDGE OVER CORN CREEK,
 HZ0896'31 FEET EAST OF CENTER LINE OF ROAD, 73 FEET SOUTH OF SOUTHWEST
 HZ0896'CORNER OF A TENANT HOUSE OWNED BY JERRY WILLIAMS, 68 FEET
 HZ0896'NORTH-NORTHWEST OF NORTHEAST CORNER OF A BARN, 3 1/2 FEET
 HZ0896'SOUTH OF POWER LINE METER POLE NO. 312510, ABOUT 2 FEET BELOW
 HZ0896'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0896'4 INCHES.
 HZ0896
 HZ0896                          STATION RECOVERY (1963)
 HZ0896
 HZ0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0921 ***********************************************************************
 HZ0921  DESIGNATION -  E 353
 HZ0921  PID         -  HZ0921
 HZ0921  STATE/COUNTY-  KY/CARROLL
 HZ0921  USGS QUAD   -  CARROLLTON (1994)
 HZ0921
 HZ0921                         *CURRENT SURVEY CONTROL
 HZ0921  ___________________________________________________________________
 HZ0921* NAD 83(1986)-  38 41 35.     (N)    085 13 14.     (W)     SCALED    
 HZ0921* NAVD 88     -       144.961  (meters)     475.59   (feet)  ADJUSTED  
 HZ0921  ___________________________________________________________________
 HZ0921  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0921  DYNAMIC HT  -         144.866 (meters)     475.28  (feet)  COMP
 HZ0921  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 HZ0921
 HZ0921  VERT ORDER  -  FIRST     CLASS II
 HZ0921
 HZ0921.The horizontal coordinates were scaled from a topographic map and have
 HZ0921.an estimated accuracy of +/- 6 seconds.
 HZ0921
 HZ0921.The orthometric height was determined by differential leveling
 HZ0921.and adjusted by the National Geodetic Survey in June 1991..
 HZ0921
 HZ0921.The geoid height was determined by GEOID03.
 HZ0921
 HZ0921.The dynamic height is computed by dividing the NAVD 88
 HZ0921.geopotential number by the normal gravity value computed on the
 HZ0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0921.degrees latitude (g = 980.6199 gals.).
 HZ0921
 HZ0921.The modeled gravity was interpolated from observed gravity values.
 HZ0921
 HZ0921;                    North         East    Units  Estimated Accuracy
 HZ0921;SPC KY1Z     - 1,262,030.    1,546,060.      MT  (+/- 180 meters Scaled)
 HZ0921
 HZ0921                          SUPERSEDED SURVEY CONTROL
 HZ0921
 HZ0921  NGVD 29 (??/??/92)  145.135  (m)          476.16   (f) ADJ UNCH    1 2
 HZ0921
 HZ0921.Superseded values are not recommended for survey control.
 HZ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0921.See file dsdata.txt to determine how the superseded data were derived.
 HZ0921
 HZ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH547842(NAD 83)
 HZ0921_MARKER: DB = BENCH MARK DISK
 HZ0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0921_STAMPING: E 353 1954
 HZ0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0921+STABILITY: SURFACE MOTION
 HZ0921
 HZ0921  HISTORY     - Date     Condition        Report By
 HZ0921  HISTORY     - 1954     MONUMENTED       CGS
 HZ0921  HISTORY     - 1964     GOOD             NGS
 HZ0921  HISTORY     - 20030513 MARK NOT FOUND   KYDT
 HZ0921
 HZ0921                          STATION DESCRIPTION
 HZ0921
 HZ0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0921'2.6 MI W FROM CARROLLTON.
 HZ0921'1.7 MILES WEST ALONG U.S. HIGHWAY 42 FROM THE COURT HOUSE AT
 HZ0921'CARROLLTON, THENCE ABOUT 0.9 MILE NORTHWEST ALONG STATE HIGHWAY
 HZ0921'36, 42 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 163 FEET
 HZ0921'NORTHWEST OF A STONE CHIMNEY AT AN OLD HOUSE SITE, 73 FEET
 HZ0921'EAST-SOUTHEAST OF TELEPHONE POLE NO. 23, 52 FEET EAST OF
 HZ0921'SOUTHEAST END OF NORTHEAST HEAD WALL OF A 20-INCH PIPE CULVERT
 HZ0921'UNDER HIGHWAY, 11 FEET EAST OF CENTER OF A FARM GAP IN FENCE
 HZ0921'LINE, 2 1/2 FEET SOUTH OF A FENCE LINE,  FEET SOUTHEAST OF A
 HZ0921'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY
 HZ0921'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HZ0921'NOTE-- THE MARK IS IN A DENSE GROWTH OF VINES AND HARD TO FIND.
 HZ0921'THE MEASUREMENTS IN THE ORIGINAL DESCRIPTION ARE GOOD.  THE
 HZ0921'OLD FENCE IS STILL IN PLACE, THOUGH HARD TO SEE AND THE 4 X 4
 HZ0921'INCH WITNESS POST IS STILL IN GOOD CONDITION.
 HZ0921
 HZ0921                          STATION RECOVERY (1964)
 HZ0921
 HZ0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0921'RECOVERED IN GOOD CONDITION.
 HZ0921
 HZ0921                          STATION RECOVERY (2003)
 HZ0921
 HZ0921'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1082 ***********************************************************************
 HY1082  DESIGNATION -  E 354
 HY1082  PID         -  HY1082
 HY1082  STATE/COUNTY-  KY/GREENUP
 HY1082  USGS QUAD   -  PORTSMOUTH (1975)
 HY1082
 HY1082                         *CURRENT SURVEY CONTROL
 HY1082  ___________________________________________________________________
 HY1082* NAD 83(1986)-  38 43 58.     (N)    082 55 19.     (W)     SCALED    
 HY1082* NAVD 88     -       167.311  (meters)     548.92   (feet)  ADJUSTED  
 HY1082  ___________________________________________________________________
 HY1082  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HY1082  DYNAMIC HT  -         167.206 (meters)     548.58  (feet)  COMP
 HY1082  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 HY1082
 HY1082  VERT ORDER  -  FIRST     CLASS I
 HY1082
 HY1082.The horizontal coordinates were scaled from a topographic map and have
 HY1082.an estimated accuracy of +/- 6 seconds.
 HY1082
 HY1082.The orthometric height was determined by differential leveling
 HY1082.and adjusted by the National Geodetic Survey in June 1991..
 HY1082
 HY1082.The geoid height was determined by GEOID03.
 HY1082
 HY1082.The dynamic height is computed by dividing the NAVD 88
 HY1082.geopotential number by the normal gravity value computed on the
 HY1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1082.degrees latitude (g = 980.6199 gals.).
 HY1082
 HY1082.The modeled gravity was interpolated from observed gravity values.
 HY1082
 HY1082;                    North         East    Units  Estimated Accuracy
 HY1082;SPC KY1Z     - 1,270,030.    1,745,870.      MT  (+/- 180 meters Scaled)
 HY1082
 HY1082                          SUPERSEDED SURVEY CONTROL
 HY1082
 HY1082  NGVD 29 (??/??/92)  167.499  (m)          549.54   (f) ADJ UNCH    1 1
 HY1082
 HY1082.Superseded values are not recommended for survey control.
 HY1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1082.See file dsdata.txt to determine how the superseded data were derived.
 HY1082
 HY1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC329888(NAD 83)
 HY1082_MARKER: DB = BENCH MARK DISK
 HY1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1082_STAMPING: E 354 1956
 HY1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1082+STABILITY: SURFACE MOTION
 HY1082
 HY1082  HISTORY     - Date     Condition        Report By
 HY1082  HISTORY     - 1956     MONUMENTED       CGS
 HY1082  HISTORY     - 1967     GOOD             NGS
 HY1082  HISTORY     - 1979     GOOD             LOCENG
 HY1082
 HY1082                          STATION DESCRIPTION
 HY1082
 HY1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1082'4.4 MI E FROM SOUTH PORTSMOUTH.
 HY1082'ABOUT 4.45 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1082'FROM THE STATION AT SOUTH PORTSMOUTH, 463 YARDS EAST OF MILEPOST
 HY1082'546, AT A FIELD ROAD CROSSING, 22 1/2 FEET WEST OF THE CENTER OF
 HY1082'A GATE ACROSS FIELD ROAD, 28 FEET SOUTHWEST OF THE CENTER OF THE
 HY1082'ROAD CROSSING THE SOUTH TRACK, 15 FEET SOUTH OF THE SOUTH RAIL
 HY1082'OF THE SOUTH TRACK, 1 FOOT NORTH OF A FENCE LINE, 2 FEET EAST OF
 HY1082'A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AN
 HY1082'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 HY1082'LEVEL OF THE GROUND.
 HY1082
 HY1082                          STATION RECOVERY (1979)
 HY1082
 HY1082'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0825 ***********************************************************************
 HY0825  DESIGNATION -  E 355 RESET
 HY0825  PID         -  HY0825
 HY0825  STATE/COUNTY-  KY/BOYD
 HY0825  USGS QUAD   -  ASHLAND (1985)
 HY0825
 HY0825                         *CURRENT SURVEY CONTROL
 HY0825  ___________________________________________________________________
 HY0825* NAD 83(1986)-  38 29 03.     (N)    082 38 59.     (W)     SCALED    
 HY0825* NAVD 88     -       169.895  (meters)     557.40   (feet)  ADJUSTED  
 HY0825  ___________________________________________________________________
 HY0825  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HY0825  DYNAMIC HT  -         169.783 (meters)     557.03  (feet)  COMP
 HY0825  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 HY0825
 HY0825  VERT ORDER  -  FIRST     CLASS II
 HY0825
 HY0825.The horizontal coordinates were scaled from a topographic map and have
 HY0825.an estimated accuracy of +/- 6 seconds.
 HY0825
 HY0825.The orthometric height was determined by differential leveling
 HY0825.and adjusted by the National Geodetic Survey in June 1991..
 HY0825
 HY0825.The geoid height was determined by GEOID03.
 HY0825
 HY0825.The dynamic height is computed by dividing the NAVD 88
 HY0825.geopotential number by the normal gravity value computed on the
 HY0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0825.degrees latitude (g = 980.6199 gals.).
 HY0825
 HY0825.The modeled gravity was interpolated from observed gravity values.
 HY0825
 HY0825;                    North         East    Units  Estimated Accuracy
 HY0825;SPC KY1Z     - 1,243,200.    1,770,450.      MT  (+/- 180 meters Scaled)
 HY0825
 HY0825                          SUPERSEDED SURVEY CONTROL
 HY0825
 HY0825  NGVD 29 (??/??/??)  170.09   (m)          558.0    (f) RESET       3  
 HY0825
 HY0825.Superseded values are not recommended for survey control.
 HY0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0825.See file dsdata.txt to determine how the superseded data were derived.
 HY0825
 HY0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC561608(NAD 83)
 HY0825_MARKER: DB = BENCH MARK DISK
 HY0825_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0825_SP_SET: FLOOD WALL
 HY0825_STAMPING: E 355 RESET 1974
 HY0825_MARK LOGO: NGS   
 HY0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0825+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2000
 HY0825
 HY0825  HISTORY     - Date     Condition        Report By
 HY0825  HISTORY     - 1974     MONUMENTED       NGS
 HY0825  HISTORY     - 1984     GOOD             NGS
 HY0825  HISTORY     - 20000424 GOOD             KYDT
 HY0825
 HY0825                          STATION DESCRIPTION
 HY0825
 HY0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HY0825'AT ASHLAND.
 HY0825'LOCATED AT THE WEST EDGE OF ASHLAND, 124 FEET NORTHEAST OF THE
 HY0825'CENTERLINE OF WINCHESTER AVE., 24 FEET NORTHWEST OF THE CENTERLINE
 HY0825'OF 7TH STREET AND SET IN A DRILL HOLE IN THE TOP AND CENTER OF A
 HY0825'CONCRETE FLOODWALL.
 HY0825
 HY0825                          STATION RECOVERY (1984)
 HY0825
 HY0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0825'RECOVERED IN GOOD CONDITION.
 HY0825
 HY0825                          STATION RECOVERY (2000)
 HY0825
 HY0825'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY0825'7TH STREET NOW BLOCKED OFF AT WINCHESTER AVE., FLOODWALL AND MARK ARE
 HY0825'JUST SOUTHEAST OF A ADVANCE AUTO PARTS BUSINESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0510 ***********************************************************************
 GD0510  DESIGNATION -  E 356
 GD0510  PID         -  GD0510
 GD0510  STATE/COUNTY-  KY/FULTON
 GD0510  USGS QUAD   -  HICKMAN (1983)
 GD0510
 GD0510                         *CURRENT SURVEY CONTROL
 GD0510  ___________________________________________________________________
 GD0510* NAD 83(1986)-  36 34 16.     (N)    089 10 05.     (W)     SCALED    
 GD0510* NAVD 88     -       104.834  (meters)     343.94   (feet)  ADJUSTED  
 GD0510  ___________________________________________________________________
 GD0510  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0510  DYNAMIC HT  -         104.752 (meters)     343.67  (feet)  COMP
 GD0510  MODELED GRAV-     979,849.4   (mgal)                       NAVD 88
 GD0510
 GD0510  VERT ORDER  -  FIRST     CLASS I
 GD0510
 GD0510.The horizontal coordinates were scaled from a topographic map and have
 GD0510.an estimated accuracy of +/- 6 seconds.
 GD0510
 GD0510.The orthometric height was determined by differential leveling
 GD0510.and adjusted by the National Geodetic Survey in June 1991..
 GD0510
 GD0510.The geoid height was determined by GEOID03.
 GD0510
 GD0510.The dynamic height is computed by dividing the NAVD 88
 GD0510.geopotential number by the normal gravity value computed on the
 GD0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0510.degrees latitude (g = 980.6199 gals.).
 GD0510
 GD0510.The modeled gravity was interpolated from observed gravity values.
 GD0510
 GD0510;                    North         East    Units  Estimated Accuracy
 GD0510;SPC KY1Z     - 1,031,990.    1,194,070.      MT  (+/- 180 meters Scaled)
 GD0510
 GD0510                          SUPERSEDED SURVEY CONTROL
 GD0510
 GD0510  NGVD 29 (??/??/??)  104.762  (m)          343.71   (f) ADJUSTED    1 1
 GD0510
 GD0510.Superseded values are not recommended for survey control.
 GD0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0510.See file dsdata.txt to determine how the superseded data were derived.
 GD0510
 GD0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF060494(NAD 83)
 GD0510_MARKER: DB = BENCH MARK DISK
 GD0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0510_STAMPING: E 356 1957
 GD0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0510+STABILITY: SURFACE MOTION
 GD0510
 GD0510  HISTORY     - Date     Condition        Report By
 GD0510  HISTORY     - 1957     MONUMENTED       CGS
 GD0510  HISTORY     - 1974     GOOD             NGS
 GD0510  HISTORY     - 20020810 MARK NOT FOUND   USACE
 GD0510
 GD0510                          STATION DESCRIPTION
 GD0510
 GD0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0510'1.4 MI E FROM HICKMAN.
 GD0510'ABOUT 1.45 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE
 GD0510'AT HICKMAN, AT THE JUNCTION OF A BLACKTOP ROAD LEADING NORTH, 134
 GD0510'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 51 FEET NORTHWEST
 GD0510'OF THE NORTHWEST CORNER OF A WHITE HOUSE, 21.5 FEET EAST OF THE
 GD0510'CENTER LINE OF THE ROAD, 19.2 FEET SOUTHWEST OF THE NORTHWEST
 GD0510'CORNER OF A FRAME GARAGE, 2.3 FEET NORTH OF A 10-INCH MAPLE TREE,
 GD0510'2 FEET ABOVE HIGHWAY AND IN THE TOP OF A CONCRETE POST THAT IS
 GD0510'FLUSH WITH THE GROUND.
 GD0510
 GD0510                          STATION RECOVERY (2002)
 GD0510
 GD0510'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0030 ***********************************************************************
 HA0030  DESIGNATION -  E 356
 HA0030  PID         -  HA0030
 HA0030  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0030  USGS QUAD   -  GARFIELD (1982)
 HA0030
 HA0030                         *CURRENT SURVEY CONTROL
 HA0030  ___________________________________________________________________
 HA0030* NAD 83(1986)-  37 46 46.     (N)    086 22 02.     (W)     SCALED    
 HA0030* NAVD 88     -       250.394  (meters)     821.50   (feet)  ADJUSTED  
 HA0030  ___________________________________________________________________
 HA0030  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HA0030  DYNAMIC HT  -         250.212 (meters)     820.90  (feet)  COMP
 HA0030  MODELED GRAV-     979,893.1   (mgal)                       NAVD 88
 HA0030
 HA0030  VERT ORDER  -  SECOND    CLASS 0
 HA0030
 HA0030.The horizontal coordinates were scaled from a topographic map and have
 HA0030.an estimated accuracy of +/- 6 seconds.
 HA0030
 HA0030.The orthometric height was determined by differential leveling
 HA0030.and adjusted by the National Geodetic Survey in June 1991..
 HA0030
 HA0030.The geoid height was determined by GEOID03.
 HA0030
 HA0030.The dynamic height is computed by dividing the NAVD 88
 HA0030.geopotential number by the normal gravity value computed on the
 HA0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0030.degrees latitude (g = 980.6199 gals.).
 HA0030
 HA0030.The modeled gravity was interpolated from observed gravity values.
 HA0030
 HA0030;                    North         East    Units  Estimated Accuracy
 HA0030;SPC KY1Z     - 1,160,670.    1,445,630.      MT  (+/- 180 meters Scaled)
 HA0030
 HA0030                          SUPERSEDED SURVEY CONTROL
 HA0030
 HA0030  NGVD 29 (??/??/92)  250.523  (m)          821.92   (f) ADJ UNCH    2 0
 HA0030
 HA0030.Superseded values are not recommended for survey control.
 HA0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0030.See file dsdata.txt to determine how the superseded data were derived.
 HA0030
 HA0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG557815(NAD 83)
 HA0030_MARKER: DB = BENCH MARK DISK
 HA0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0030_STAMPING: E 356 1954
 HA0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0030+STABILITY: SURFACE MOTION
 HA0030
 HA0030  HISTORY     - Date     Condition        Report By
 HA0030  HISTORY     - 1954     MONUMENTED       CGS
 HA0030
 HA0030                          STATION DESCRIPTION
 HA0030
 HA0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0030'3.5 MI NE FROM HARNED.
 HA0030'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HA0030'OF STATE HIGHWAY 65 LEADING SOUTH AT HARNED, ABOUT 0.65 MILE
 HA0030'SOUTHWEST OF THE POST OFFICE AT GARFIELD, 24 FEET SOUTHEAST
 HA0030'OF CENTER LINE OF HIGHWAY, 1 FOOT NORTHWEST OF A FENCE LINE,
 HA0030'27 1/2 FEET SOUTHWEST OF A 30-INCH OAK TREE IN A FENCE LINE,
 HA0030'15 1/2 FEET NORTHEAST OF A 16-INCH SYCAMORE TREE, 40 FEET
 HA0030'NORTHEAST OF CENTER OF A GATE TO A BARN LOT, 77 YARDS NORTHEAST
 HA0030'OF JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST TO FREEDOM CHURCH,
 HA0030'93 FEET NORTHWEST OF NORTH CORNER OF CONCRETE FOUNDATION OF A
 HA0030'BARN, 97 FEET NORTH-NORTHWEST OF WEST CORNER OF FOUNDATION OF
 HA0030'SAME BARN, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HA0030'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HA0030'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1763 ***********************************************************************
 HA1763  DESIGNATION -  E 356 RESET
 HA1763  PID         -  HA1763
 HA1763  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1763  USGS QUAD   -  GARFIELD (1982)
 HA1763
 HA1763                         *CURRENT SURVEY CONTROL
 HA1763  ___________________________________________________________________
 HA1763* NAD 83(1986)-  37 46 46.     (N)    086 22 02.     (W)     SCALED    
 HA1763* NAVD 88     -       249.64   (meters)     819.0    (feet)  RESET     
 HA1763  ___________________________________________________________________
 HA1763  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HA1763
 HA1763  VERT ORDER  -  THIRD
 HA1763
 HA1763.The horizontal coordinates were scaled from a topographic map and have
 HA1763.an estimated accuracy of +/- 6 seconds.
 HA1763
 HA1763.The orthometric height was computed from unverified reset data.
 HA1763.No vertical observational check was made to the station.
 HA1763
 HA1763.The geoid height was determined by GEOID03.
 HA1763
 HA1763;                    North         East    Units  Estimated Accuracy
 HA1763;SPC KY1Z     - 1,160,670.    1,445,630.      MT  (+/- 180 meters Scaled)
 HA1763
 HA1763                          SUPERSEDED SURVEY CONTROL
 HA1763
 HA1763  NGVD 29 (10/08/05)  249.77   (m)          819.5    (f) RESET       3  
 HA1763
 HA1763.Superseded values are not recommended for survey control.
 HA1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1763.See file dsdata.txt to determine how the superseded data were derived.
 HA1763
 HA1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG557815(NAD 83)
 HA1763_MARKER: DB = BENCH MARK DISK
 HA1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1763_SP_SET: CONCRETE POST
 HA1763_STAMPING: E 356 RESET 1986
 HA1763_MARK LOGO: KYDT  
 HA1763_PROJECTION: FLUSH
 HA1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1763+STABILITY: SURFACE MOTION
 HA1763
 HA1763  HISTORY     - Date     Condition        Report By
 HA1763  HISTORY     - 1986     MONUMENTED       KYDT
 HA1763
 HA1763                          STATION DESCRIPTION
 HA1763
 HA1763'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1986
 HA1763'1.0 KM (0.65 MI) SW FROM GARFIELD.
 HA1763'0.65 MI SOUTHWEST FROM THE GARFIELD POST OFFICE ALONG US HIGHWAY 60,
 HA1763'OR 3.5 MI NORTHEAST ALONG HIGHWAY 60 FROM THE JUNCTION OF STATE ROUTE
 HA1763'65 IN HARNED, 60 FT NORTH OF THE CENTER OF HIGHWAY 60, 86 FT EAST OF
 HA1763'THE CENTER OF A GRAVEL DRIVE TO A HOUSE, 74 FT SOUTHEAST OF A UTILITY
 HA1763'POLE, 20 FT SOUTHWEST OF A WILLOW BUSH.
 HA1763'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0478 ***********************************************************************
 GD0478  DESIGNATION -  E 358
 GD0478  PID         -  GD0478
 GD0478  STATE/COUNTY-  KY/CARLISLE
 GD0478  USGS QUAD   -  ARLINGTON (1982)
 GD0478
 GD0478                         *CURRENT SURVEY CONTROL
 GD0478  ___________________________________________________________________
 GD0478* NAD 83(1986)-  36 51 28.     (N)    089 06 06.     (W)     SCALED    
 GD0478* NAVD 88     -        96.250  (meters)     315.78   (feet)  ADJUSTED  
 GD0478  ___________________________________________________________________
 GD0478  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0478  DYNAMIC HT  -          96.176 (meters)     315.54  (feet)  COMP
 GD0478  MODELED GRAV-     979,865.9   (mgal)                       NAVD 88
 GD0478
 GD0478  VERT ORDER  -  FIRST     CLASS II
 GD0478
 GD0478.The horizontal coordinates were scaled from a topographic map and have
 GD0478.an estimated accuracy of +/- 6 seconds.
 GD0478
 GD0478.The orthometric height was determined by differential leveling
 GD0478.and adjusted by the National Geodetic Survey in June 1991..
 GD0478
 GD0478.The geoid height was determined by GEOID03.
 GD0478
 GD0478.The dynamic height is computed by dividing the NAVD 88
 GD0478.geopotential number by the normal gravity value computed on the
 GD0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0478.degrees latitude (g = 980.6199 gals.).
 GD0478
 GD0478.The modeled gravity was interpolated from observed gravity values.
 GD0478
 GD0478;                    North         East    Units  Estimated Accuracy
 GD0478;SPC KY1Z     - 1,063,570.    1,201,150.      MT  (+/- 180 meters Scaled)
 GD0478
 GD0478                          SUPERSEDED SURVEY CONTROL
 GD0478
 GD0478  NGVD 29 (??/??/??)   96.136  (m)          315.41   (f) ADJUSTED    1 2
 GD0478
 GD0478.Superseded values are not recommended for survey control.
 GD0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0478.See file dsdata.txt to determine how the superseded data were derived.
 GD0478
 GD0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF126811(NAD 83)
 GD0478_MARKER: DB = BENCH MARK DISK
 GD0478_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0478_SP_SET: 80 FEET
 GD0478_STAMPING: E 358 1957
 GD0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0478
 GD0478  HISTORY     - Date     Condition        Report By
 GD0478  HISTORY     - 1957     MONUMENTED       CGS
 GD0478  HISTORY     - 20000601 MARK NOT FOUND   USE
 GD0478
 GD0478                          STATION DESCRIPTION
 GD0478
 GD0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0478'3.9 MI N FROM BURKLEY.
 GD0478'ABOUT 3.9 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 GD0478'FROM THE CROSSING OF STATE HIGHWAY 123 AT BURKLEY, ABOUT 0.15
 GD0478'MILE NORTH OF MILE POST 479, ABOUT 0.4 MILE SOUTH OF ROAD CROSSING
 GD0478'AT LAKETON, 49 FEET WEST OF WEST RAIL, 80 FEET SOUTH AND ACROSS
 GD0478'A WOODS ROAD FROM A TRIANGULAR BLAZED 24-INCH SYCAMORE TREE,
 GD0478'23 FEET SOUTHEAST OF CENTER LINE OF WOODS ROAD AT A POINT WHERE
 GD0478'THE ROAD TURNS SOUTHWEST AWAY FROM TRACK, 56 FEET SOUTH-SOUTHWEST
 GD0478'OF A TELEPHONE POLE, 3 1/2 FEET NORTHEAST OF A TRIANGULAR BLAZED
 GD0478'24-INCH SYCAMORE TREE, 1 1/2 FEET SOUTH OF A CONCRETE WITNESS POST,
 GD0478'ABOUT 6 FEET BELOW LEVEL OF TRACK AND SET ON THE TOP OF A COPPER
 GD0478'COATED STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED BY A 4-INCH
 GD0478'TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 80
 GD0478'FEET.
 GD0478
 GD0478                          STATION RECOVERY (2000)
 GD0478
 GD0478'RECOVERY NOTE BY US ENGINEERS 2000 (DLB)
 GD0478'FULL DESCRIPTION IN DATABASE.  NOT RECOVERED.  WILL PROBABLY HOLD
 GD0478'POSITION AND ELEVATION WELL.  MONUMENT CONTAINS MAGNETIC MATERIAL. ROD
 GD0478'DEPTH- 80 FT (24.4 M) SLEEVE DEPTH 10 FT (3.0 M) .  NEEDS LIGHT TRUCK
 GD0478'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0055 ***********************************************************************
 HZ0055  DESIGNATION -  E 36
 HZ0055  PID         -  HZ0055
 HZ0055  STATE/COUNTY-  KY/PENDLETON
 HZ0055  USGS QUAD   -  BERRY (1953)
 HZ0055
 HZ0055                         *CURRENT SURVEY CONTROL
 HZ0055  ___________________________________________________________________
 HZ0055* NAD 83(1986)-  38 33 27.     (N)    084 23 56.     (W)     SCALED    
 HZ0055* NAVD 88     -       206.476  (meters)     677.41   (feet)  ADJUSTED  
 HZ0055  ___________________________________________________________________
 HZ0055  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 HZ0055  DYNAMIC HT  -         206.332 (meters)     676.94  (feet)  COMP
 HZ0055  MODELED GRAV-     979,929.6   (mgal)                       NAVD 88
 HZ0055
 HZ0055  VERT ORDER  -  SECOND    CLASS 0
 HZ0055
 HZ0055.The horizontal coordinates were scaled from a topographic map and have
 HZ0055.an estimated accuracy of +/- 6 seconds.
 HZ0055
 HZ0055.The orthometric height was determined by differential leveling
 HZ0055.and adjusted by the National Geodetic Survey in June 1991..
 HZ0055
 HZ0055.The geoid height was determined by GEOID03.
 HZ0055
 HZ0055.The dynamic height is computed by dividing the NAVD 88
 HZ0055.geopotential number by the normal gravity value computed on the
 HZ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0055.degrees latitude (g = 980.6199 gals.).
 HZ0055
 HZ0055.The modeled gravity was interpolated from observed gravity values.
 HZ0055
 HZ0055;                    North         East    Units  Estimated Accuracy
 HZ0055;SPC KY1Z     - 1,247,700.    1,617,760.      MT  (+/- 180 meters Scaled)
 HZ0055
 HZ0055                          SUPERSEDED SURVEY CONTROL
 HZ0055
 HZ0055  NGVD 29 (??/??/92)  206.684  (m)          678.10   (f) ADJ UNCH    2 0
 HZ0055
 HZ0055.Superseded values are not recommended for survey control.
 HZ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0055.See file dsdata.txt to determine how the superseded data were derived.
 HZ0055
 HZ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH266708(NAD 83)
 HZ0055_MARKER: DB = BENCH MARK DISK
 HZ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0055_STAMPING: E 36 1935
 HZ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0055+STABILITY: SURFACE MOTION
 HZ0055
 HZ0055  HISTORY     - Date     Condition        Report By
 HZ0055  HISTORY     - 1935     MONUMENTED       CGS
 HZ0055  HISTORY     - 1955     MARK NOT FOUND   NGS
 HZ0055
 HZ0055                          STATION DESCRIPTION
 HZ0055
 HZ0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0055'3.6 MI S FROM MORGAN.
 HZ0055'3.6 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HZ0055'THE STATION AT MORGAN, PENDLETON COUNTY, 11 YARDS SOUTHWEST OF
 HZ0055'THE SOUTH RAIL AT THE CROSSING OF THE CENTERLINE OF A DIRT ROAD,
 HZ0055'9.5 YARDS EAST OF THE CENTERLINE OF THE ROAD, 4.5 YARDS WEST OF
 HZ0055'THE WEST RAIL, 2 YARDS NORTHWEST OF THE SOUTHWEST CORNER OF THE
 HZ0055'CONCRETE BASE OF SEMAPHORE TOWER 511, AND ABOUT 1-1/2 FEET LOWER
 HZ0055'THAN THE TRACK.  NOTE-- A THOROUGH SEARCH WAS MADE FOR THIS MARK,
 HZ0055'THIS SEMAPHORE HAS BEEN CHANGED TO A LIGHT, AND THE FOREMAN
 HZ0055'OF AN EXTRA GANG, THOUGHT IT MIGHT HAVE BEEN MOVED FROM A DIFFERENT
 HZ0055'SITE.  THE CREW OF ABOUT 15 MEN HELPED DIG AND PROD FOR MARK BUT IT
 HZ0055'WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1791 ***********************************************************************
 GY1791  DESIGNATION -  E 369
 GY1791  PID         -  GY1791
 GY1791  STATE/COUNTY-  KY/MORGAN
 GY1791  USGS QUAD   -  WEST LIBERTY (1993)
 GY1791
 GY1791                         *CURRENT SURVEY CONTROL
 GY1791  ___________________________________________________________________
 GY1791* NAD 83(1986)-  37 53 25.     (N)    083 16 21.     (W)     SCALED    
 GY1791* NAVD 88     -       246.299  (meters)     808.07   (feet)  ADJUSTED  
 GY1791  ___________________________________________________________________
 GY1791  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GY1791  DYNAMIC HT  -         246.121 (meters)     807.48  (feet)  COMP
 GY1791  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 GY1791
 GY1791  VERT ORDER  -  FIRST     CLASS I
 GY1791
 GY1791.The horizontal coordinates were scaled from a topographic map and have
 GY1791.an estimated accuracy of +/- 6 seconds.
 GY1791
 GY1791.The orthometric height was determined by differential leveling
 GY1791.and adjusted by the National Geodetic Survey in June 1991..
 GY1791
 GY1791.The geoid height was determined by GEOID03.
 GY1791
 GY1791.The dynamic height is computed by dividing the NAVD 88
 GY1791.geopotential number by the normal gravity value computed on the
 GY1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1791.degrees latitude (g = 980.6199 gals.).
 GY1791
 GY1791.The modeled gravity was interpolated from observed gravity values.
 GY1791
 GY1791;                    North         East    Units  Estimated Accuracy
 GY1791;SPC KY1Z     - 1,175,690.    1,717,880.      MT  (+/- 180 meters Scaled)
 GY1791
 GY1791                          SUPERSEDED SURVEY CONTROL
 GY1791
 GY1791  NGVD 29 (??/??/92)  246.459  (m)          808.59   (f) ADJ UNCH    1 1
 GY1791
 GY1791.Superseded values are not recommended for survey control.
 GY1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1791.See file dsdata.txt to determine how the superseded data were derived.
 GY1791
 GY1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB001960(NAD 83)
 GY1791_MARKER: DB = BENCH MARK DISK
 GY1791_SETTING: 66 = SET IN ROCK OUTCROP
 GY1791_SP_SET: ROCK CUT
 GY1791_STAMPING: E 369 1967
 GY1791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1791+STABILITY: POSITION/ELEVATION WELL
 GY1791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1791+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GY1791
 GY1791  HISTORY     - Date     Condition        Report By
 GY1791  HISTORY     - 1967     MONUMENTED       CGS
 GY1791  HISTORY     - 19990316 GOOD             KYDT
 GY1791
 GY1791                          STATION DESCRIPTION
 GY1791
 GY1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1791'1 MI SE FROM INDEX.
 GY1791'ABOUT 0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 191 FROM THE JUNCTION
 GY1791'OF U.S. HIGHWAY 460 AT INDEX, ON THE TOP OF A SMALL HILL, ON THE
 GY1791'INSIDE OF A CURVE, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK
 GY1791'CUT WHICH IS 110 YARDS LONG AND 10 FEET HIGH, 17 FEET SOUTHEAST OF
 GY1791'THE CENTER LINE OF THE HIGHWAY, 115 FEET SOUTHEAST OF THE
 GY1791'NORTHWEST END OF THE ROCK PART OF THE CUT, 3 FEET ABOVE THE LEVEL
 GY1791'OF THE GROUND AND THE HIGHWAY.
 GY1791
 GY1791                          STATION RECOVERY (1999)
 GY1791
 GY1791'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1761 ***********************************************************************
 HY1761  DESIGNATION -  E 37
 HY1761  PID         -  HY1761
 HY1761  STATE/COUNTY-  KY/ROWAN
 HY1761  USGS QUAD   -  FARMERS (1975)
 HY1761
 HY1761                         *CURRENT SURVEY CONTROL
 HY1761  ___________________________________________________________________
 HY1761* NAD 83(1986)-  38 08 26.     (N)    083 33 28.     (W)     SCALED    
 HY1761* NAVD 88     -       205.901  (meters)     675.53   (feet)  ADJUSTED  
 HY1761  ___________________________________________________________________
 HY1761  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HY1761  DYNAMIC HT  -         205.758 (meters)     675.06  (feet)  COMP
 HY1761  MODELED GRAV-     979,930.5   (mgal)                       NAVD 88
 HY1761
 HY1761  VERT ORDER  -  SECOND    CLASS 0
 HY1761
 HY1761.The horizontal coordinates were scaled from a topographic map and have
 HY1761.an estimated accuracy of +/- 6 seconds.
 HY1761
 HY1761.The orthometric height was determined by differential leveling
 HY1761.and adjusted by the National Geodetic Survey in June 1991..
 HY1761
 HY1761.The geoid height was determined by GEOID03.
 HY1761
 HY1761.The dynamic height is computed by dividing the NAVD 88
 HY1761.geopotential number by the normal gravity value computed on the
 HY1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1761.degrees latitude (g = 980.6199 gals.).
 HY1761
 HY1761.The modeled gravity was interpolated from observed gravity values.
 HY1761
 HY1761;                    North         East    Units  Estimated Accuracy
 HY1761;SPC KY1Z     - 1,202,830.    1,692,150.      MT  (+/- 180 meters Scaled)
 HY1761
 HY1761                          SUPERSEDED SURVEY CONTROL
 HY1761
 HY1761  NGVD 29 (??/??/92)  206.013  (m)          675.89   (f) ADJ UNCH    2 0
 HY1761
 HY1761.Superseded values are not recommended for survey control.
 HY1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1761.See file dsdata.txt to determine how the superseded data were derived.
 HY1761
 HY1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC758245(NAD 83)
 HY1761_MARKER: DB = BENCH MARK DISK
 HY1761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1761_SP_SET: STEP
 HY1761_STAMPING: E 37 1935
 HY1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1761
 HY1761  HISTORY     - Date     Condition        Report By
 HY1761  HISTORY     - 1935     MONUMENTED       CGS
 HY1761  HISTORY     - 19931018 MARK NOT FOUND   LOCENG
 HY1761
 HY1761                          STATION DESCRIPTION
 HY1761
 HY1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY1761'0.7 MI W FROM FARMERS.
 HY1761'THE STATION BY RAIL ON THE ASHLAND TO LOUISVILLE DIVISION OF
 HY1761'THE CHESEAPEAKE AND OHIO RAILWAY, ON THE FIRST STEP FROM THE TOP
 HY1761'OF THE ABUTMENT WALL ON THE SOUTH SIDE OF THE EAST END OF
 HY1761'RAILROAD BRIDGE NO. 585.9 OVER THE LICKING RIVER, 13.3 FEET
 HY1761'SOUTH OF THE SOUTH RAIL, 6 FEET BELOW THE TOP OF THE RAILS.
 HY1761
 HY1761                          STATION RECOVERY (1993)
 HY1761
 HY1761'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 HY1761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1762 ***********************************************************************
 HY1762  DESIGNATION -  E 37 RESET 1938
 HY1762  PID         -  HY1762
 HY1762  STATE/COUNTY-  KY/ROWAN
 HY1762  USGS QUAD   -  FARMERS (1975)
 HY1762
 HY1762                         *CURRENT SURVEY CONTROL
 HY1762  ___________________________________________________________________
 HY1762* NAD 83(1986)-  38 08 26.     (N)    083 33 28.     (W)     SCALED    
 HY1762* NAVD 88     -       205.86   (meters)     675.4    (feet)  RESET     
 HY1762  ___________________________________________________________________
 HY1762  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HY1762
 HY1762  VERT ORDER  -  THIRD
 HY1762
 HY1762.The horizontal coordinates were scaled from a topographic map and have
 HY1762.an estimated accuracy of +/- 6 seconds.
 HY1762
 HY1762.The orthometric height was computed from unverified reset data.
 HY1762.No vertical observational check was made to the station.
 HY1762
 HY1762.The geoid height was determined by GEOID03.
 HY1762
 HY1762;                    North         East    Units  Estimated Accuracy
 HY1762;SPC KY1Z     - 1,202,830.    1,692,150.      MT  (+/- 180 meters Scaled)
 HY1762
 HY1762                          SUPERSEDED SURVEY CONTROL
 HY1762
 HY1762  NGVD 29 (10/08/05)  205.97   (m)          675.8    (f) RESET       3  
 HY1762
 HY1762.Superseded values are not recommended for survey control.
 HY1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1762.See file dsdata.txt to determine how the superseded data were derived.
 HY1762
 HY1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC758245(NAD 83)
 HY1762_MARKER: DB = BENCH MARK DISK
 HY1762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1762_SP_SET: ABUTMENT
 HY1762_STAMPING: E 37 RESET 1938 675.894
 HY1762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1762+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2003
 HY1762
 HY1762  HISTORY     - Date     Condition        Report By
 HY1762  HISTORY     - 1938     MONUMENTED       CORR
 HY1762  HISTORY     - 1955     GOOD             NGS
 HY1762  HISTORY     - 1964     GOOD             NGS
 HY1762  HISTORY     - 1979     GOOD             LOCENG
 HY1762  HISTORY     - 20030903 GOOD             KYDT
 HY1762
 HY1762                          STATION DESCRIPTION
 HY1762
 HY1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1762'0.7 MI W FROM FARMERS.
 HY1762'0.7 MILE WEST OF THE FIRST CROSS STREET SOUTH OF THE STATION
 HY1762'AT FARMERS ALONG THE OLD SECTION OF U.S. HIGHWAY 60, AT THE EAST
 HY1762'END OF BRIDGE OVER LICKING RIVER, ON TOP OF THE SOUTH END OF THE
 HY1762'FIRST PIER WEST OF THE EAST ABUTMENT OF BRIDGE, 6.5 FEET
 HY1762'BELOW THE LEVEL OF TRACK.
 HY1762
 HY1762                          STATION RECOVERY (1964)
 HY1762
 HY1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HY1762'RECOVERED IN GOOD CONDITION.
 HY1762
 HY1762                          STATION RECOVERY (1979)
 HY1762
 HY1762'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1762'RECOVERED IN GOOD CONDITION.
 HY1762
 HY1762                          STATION RECOVERY (2003)
 HY1762
 HY1762'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HY1762'RAILROAD TRACKS AND BRIDGE HAVE BEEN TAKEN UP, ABUTMENTS REMAIN, A
 HY1762'LADDER WOULD BE HANDY TO ACCESS THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1817 ***********************************************************************
 GY1817  DESIGNATION -  E 370
 GY1817  PID         -  GY1817
 GY1817  STATE/COUNTY-  KY/WOLFE
 GY1817  USGS QUAD   -  CANNEL CITY (1993)
 GY1817
 GY1817                         *CURRENT SURVEY CONTROL
 GY1817  ___________________________________________________________________
 GY1817* NAD 83(1986)-  37 45 09.     (N)    083 20 34.     (W)     SCALED    
 GY1817* NAVD 88     -       290.284  (meters)     952.37   (feet)  ADJUSTED  
 GY1817  ___________________________________________________________________
 GY1817  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GY1817  DYNAMIC HT  -         290.064 (meters)     951.65  (feet)  COMP
 GY1817  MODELED GRAV-     979,865.7   (mgal)                       NAVD 88
 GY1817
 GY1817  VERT ORDER  -  FIRST     CLASS I
 GY1817
 GY1817.The horizontal coordinates were scaled from a topographic map and have
 GY1817.an estimated accuracy of +/- 6 seconds.
 GY1817
 GY1817.The orthometric height was determined by differential leveling
 GY1817.and adjusted by the National Geodetic Survey in June 1991..
 GY1817
 GY1817.The geoid height was determined by GEOID03.
 GY1817
 GY1817.The dynamic height is computed by dividing the NAVD 88
 GY1817.geopotential number by the normal gravity value computed on the
 GY1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1817.degrees latitude (g = 980.6199 gals.).
 GY1817
 GY1817.The modeled gravity was interpolated from observed gravity values.
 GY1817
 GY1817;                    North         East    Units  Estimated Accuracy
 GY1817;SPC KY1Z     - 1,160,240.    1,712,100.      MT  (+/- 180 meters Scaled)
 GY1817
 GY1817                          SUPERSEDED SURVEY CONTROL
 GY1817
 GY1817  NGVD 29 (??/??/92)  290.437  (m)          952.88   (f) ADJ UNCH    1 1
 GY1817
 GY1817.Superseded values are not recommended for survey control.
 GY1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1817.See file dsdata.txt to determine how the superseded data were derived.
 GY1817
 GY1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB936809(NAD 83)
 GY1817_MARKER: DB = BENCH MARK DISK
 GY1817_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GY1817_SP_SET: 26 FEET
 GY1817_STAMPING: E 370 1967
 GY1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1817
 GY1817  HISTORY     - Date     Condition        Report By
 GY1817  HISTORY     - 1967     MONUMENTED       CGS
 GY1817  HISTORY     - 19960430 POOR             KYDT
 GY1817
 GY1817                          STATION DESCRIPTION
 GY1817
 GY1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1817'1 MI N FROM LEE CITY.
 GY1817'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 205 FROM THE JUNCTION
 GY1817'OF A BLACK TOPPED ROAD LEADING SOUTHEAST AT LEE CITY, ABOUT 125
 GY1817'YARDS SOUTH OF A 4-FOOT WOODEN BOX CULVERT UNDER THE HIGHWAY,
 GY1817'ABOUT IN THE CENTER OF A CURVE, 37 FEET EAST OF THE CENTER LINE
 GY1817'OF THE HIGHWAY, 160 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM
 GY1817'A HIGH AND LARGE POWER LINE POLE NO. ES 10, 1 1/2 FEET NORTHWEST
 GY1817'OF A LOCAL POWER LINE POLE, 0.5 FOOT WEST OF A METAL WITNESS POST,
 GY1817'ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER
 GY1817'COATED STEEL ROD PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 GY1817'GROUND AND PROTECTED BY A 6 INCH METAL PIPE WHICH PROJECTS 6 INCHES
 GY1817'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT
 GY1817'A DEPTH OF 26 FEET.
 GY1817
 GY1817                          STATION RECOVERY (1996)
 GY1817
 GY1817'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1817'MARK IS 19 FEET SOUTH OF LVRECC POWER POLE 15998, 37.6 FEET SOUTHWEST
 GY1817'OF THE WESTERN MOST OF 3 GUY ANCHORS FOR POLE, 1 FOOT SOUTHWEST OF
 GY1817'CARSONITE WITNESS POST AND LEANING SLIGHTLY SOUTHWEST, USE WITH
 GY1817'CAUTION.
 GY1817' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1783 ***********************************************************************
 GY1783  DESIGNATION -  E 371
 GY1783  PID         -  GY1783
 GY1783  STATE/COUNTY-  KY/MORGAN
 GY1783  USGS QUAD   -  WEST LIBERTY (1993)
 GY1783
 GY1783                         *CURRENT SURVEY CONTROL
 GY1783  ___________________________________________________________________
 GY1783* NAD 83(1986)-  37 54 37.     (N)    083 16 03.     (W)     SCALED    
 GY1783* NAVD 88     -       263.521  (meters)     864.57   (feet)  ADJUSTED  
 GY1783  ___________________________________________________________________
 GY1783  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GY1783  DYNAMIC HT  -         263.330 (meters)     863.94  (feet)  COMP
 GY1783  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 GY1783
 GY1783  VERT ORDER  -  FIRST     CLASS I
 GY1783
 GY1783.The horizontal coordinates were scaled from a topographic map and have
 GY1783.an estimated accuracy of +/- 6 seconds.
 GY1783
 GY1783.The orthometric height was determined by differential leveling
 GY1783.and adjusted by the National Geodetic Survey in June 1991..
 GY1783
 GY1783.The geoid height was determined by GEOID03.
 GY1783
 GY1783.The dynamic height is computed by dividing the NAVD 88
 GY1783.geopotential number by the normal gravity value computed on the
 GY1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1783.degrees latitude (g = 980.6199 gals.).
 GY1783
 GY1783.The modeled gravity was interpolated from observed gravity values.
 GY1783
 GY1783;                    North         East    Units  Estimated Accuracy
 GY1783;SPC KY1Z     - 1,177,920.    1,718,260.      MT  (+/- 180 meters Scaled)
 GY1783
 GY1783                          SUPERSEDED SURVEY CONTROL
 GY1783
 GY1783  NGVD 29 (??/??/92)  263.682  (m)          865.10   (f) ADJ UNCH    1 1
 GY1783
 GY1783.Superseded values are not recommended for survey control.
 GY1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1783.See file dsdata.txt to determine how the superseded data were derived.
 GY1783
 GY1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB006982(NAD 83)
 GY1783_MARKER: DB = BENCH MARK DISK
 GY1783_SETTING: 66 = SET IN ROCK OUTCROP
 GY1783_SP_SET: ROCK CUT
 GY1783_STAMPING: E 371 1967
 GY1783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1783+STABILITY: POSITION/ELEVATION WELL
 GY1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1783+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GY1783
 GY1783  HISTORY     - Date     Condition        Report By
 GY1783  HISTORY     - 1967     MONUMENTED       CGS
 GY1783  HISTORY     - 19990316 GOOD             KYDT
 GY1783
 GY1783                          STATION DESCRIPTION
 GY1783
 GY1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1783'0.8 MI SW FROM WEST LIBERTY.
 GY1783'ABOUT 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 460 FROM THE COURTHOUSE
 GY1783'AT WEST LIBERTY, ABOUT 0.4 MILE WEST OF THE WEST END OF A LONG
 GY1783'BRIDGE OVER THE LICKING RIVER, ON THE NORTHEAST SLOPE OF A LONG
 GY1783'CROOKED HILL, NEAR THE JUNCTION OF A BLACK TOPPED ROAD LEADING
 GY1783'NORTHWEST, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST END
 GY1783'OF A ROCK CUT WHICH IS ABOUT 0.15 MILE LONG AND 15 FEET HIGH,
 GY1783'30 FEET NORTHWEST OF THE CENTER LINE OF THE WESTBOUND LANE OF THE
 GY1783'HIGHWAY, 32 FEET NORTHEAST OF THE CENTER LINE OF THE BLACK TOPPED
 GY1783'ROAD, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 1 1/2 FEET
 GY1783'ABOVE THE LEVEL OF THE HIGHWAY.
 GY1783
 GY1783                          STATION RECOVERY (1999)
 GY1783
 GY1783'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1783'THE BLACK TOPPED ROAD MENTIONED IN ORIGINAL DESCRIPTION IS HOWARD
 GY1783'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1402 ***********************************************************************
 HY1402  DESIGNATION -  E 372
 HY1402  PID         -  HY1402
 HY1402  STATE/COUNTY-  KY/GREENUP
 HY1402  USGS QUAD   -  GREENUP (1985)
 HY1402
 HY1402                         *CURRENT SURVEY CONTROL
 HY1402  ___________________________________________________________________
 HY1402* NAD 83(1986)-  38 30 05.     (N)    082 49 47.     (W)     SCALED    
 HY1402* NAVD 88     -       165.938  (meters)     544.41   (feet)  ADJUSTED  
 HY1402  ___________________________________________________________________
 HY1402  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY1402  DYNAMIC HT  -         165.831 (meters)     544.06  (feet)  COMP
 HY1402  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 HY1402
 HY1402  VERT ORDER  -  FIRST     CLASS I
 HY1402
 HY1402.The horizontal coordinates were scaled from a topographic map and have
 HY1402.an estimated accuracy of +/- 6 seconds.
 HY1402
 HY1402.The orthometric height was determined by differential leveling
 HY1402.and adjusted by the National Geodetic Survey in June 1991..
 HY1402
 HY1402.The geoid height was determined by GEOID03.
 HY1402
 HY1402.The dynamic height is computed by dividing the NAVD 88
 HY1402.geopotential number by the normal gravity value computed on the
 HY1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1402.degrees latitude (g = 980.6199 gals.).
 HY1402
 HY1402.The modeled gravity was interpolated from observed gravity values.
 HY1402
 HY1402;                    North         East    Units  Estimated Accuracy
 HY1402;SPC KY1Z     - 1,244,610.    1,754,690.      MT  (+/- 180 meters Scaled)
 HY1402
 HY1402                          SUPERSEDED SURVEY CONTROL
 HY1402
 HY1402  NGVD 29 (??/??/92)  166.128  (m)          545.04   (f) ADJ UNCH    1 1
 HY1402
 HY1402.Superseded values are not recommended for survey control.
 HY1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1402.See file dsdata.txt to determine how the superseded data were derived.
 HY1402
 HY1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC404630(NAD 83)
 HY1402_MARKER: DB = BENCH MARK DISK
 HY1402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1402_SP_SET: BRIDGE SEAT
 HY1402_STAMPING: E 372 1967
 HY1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1402
 HY1402  HISTORY     - Date     Condition        Report By
 HY1402  HISTORY     - 1967     MONUMENTED       CGS
 HY1402  HISTORY     - 1979     GOOD             LOCENG
 HY1402
 HY1402                          STATION DESCRIPTION
 HY1402
 HY1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1402'0.8 MI N FROM ARGILLITE.
 HY1402'ABOUT 0.85 MILE NORTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 HY1402'STATE HIGHWAY 207 AT ARGILLITE, ABOUT 0.95 MILE SOUTH OF THE
 HY1402'JOHNSON CHAPEL SCHOOL, SET ON THE TOP OF THE NORTHWEST END OF
 HY1402'THE SOUTHWEST BRIDGE SEAT OF THE HIGHWAY BRIDGE OVER THE EAST
 HY1402'FORK OF THE LITTLE SANDY RIVER, 12 FEET NORTHWEST OF THE CENTER
 HY1402'LINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 HY1402'BRIDGE SEAT AND 4 FEET BELOW THE BRIDGE FLOOR.
 HY1402
 HY1402                          STATION RECOVERY (1979)
 HY1402
 HY1402'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0890 ***********************************************************************
 HY0890  DESIGNATION -  E 373
 HY0890  PID         -  HY0890
 HY0890  STATE/COUNTY-  KY/CARTER
 HY0890  USGS QUAD   -  GRAYSON (1978)
 HY0890
 HY0890                         *CURRENT SURVEY CONTROL
 HY0890  ___________________________________________________________________
 HY0890* NAD 83(1986)-  38 18 06.     (N)    082 56 58.     (W)     SCALED    
 HY0890* NAVD 88     -       182.126  (meters)     597.53   (feet)  ADJUSTED  
 HY0890  ___________________________________________________________________
 HY0890  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HY0890  DYNAMIC HT  -         182.004 (meters)     597.12  (feet)  COMP
 HY0890  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 HY0890
 HY0890  VERT ORDER  -  FIRST     CLASS I
 HY0890
 HY0890.The horizontal coordinates were scaled from a topographic map and have
 HY0890.an estimated accuracy of +/- 6 seconds.
 HY0890
 HY0890.The orthometric height was determined by differential leveling
 HY0890.and adjusted by the National Geodetic Survey in June 1991..
 HY0890
 HY0890.The geoid height was determined by GEOID03.
 HY0890
 HY0890.The dynamic height is computed by dividing the NAVD 88
 HY0890.geopotential number by the normal gravity value computed on the
 HY0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0890.degrees latitude (g = 980.6199 gals.).
 HY0890
 HY0890.The modeled gravity was interpolated from observed gravity values.
 HY0890
 HY0890;                    North         East    Units  Estimated Accuracy
 HY0890;SPC KY1Z     - 1,222,130.    1,744,920.      MT  (+/- 180 meters Scaled)
 HY0890
 HY0890                          SUPERSEDED SURVEY CONTROL
 HY0890
 HY0890  NGVD 29 (??/??/92)  182.303  (m)          598.11   (f) ADJ UNCH    1 1
 HY0890
 HY0890.Superseded values are not recommended for survey control.
 HY0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0890.See file dsdata.txt to determine how the superseded data were derived.
 HY0890
 HY0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC295410(NAD 83)
 HY0890_MARKER: DB = BENCH MARK DISK
 HY0890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0890_SP_SET: ABUTMENT
 HY0890_STAMPING: E 373 1967
 HY0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0890+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1997
 HY0890
 HY0890  HISTORY     - Date     Condition        Report By
 HY0890  HISTORY     - 1967     MONUMENTED       CGS
 HY0890  HISTORY     - 19970924 GOOD             KYDT
 HY0890
 HY0890                          STATION DESCRIPTION
 HY0890
 HY0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0890'2.2 MI S FROM GRAYSON.
 HY0890'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 HY0890'U.S. HIGHWAY 60 AT GRAYSON, THENCE 1.65 MILES SOUTH ALONG A
 HY0890'BLACK TOPPED ROAD, SET ON THE TOP OF THE EAST END OF THE NORTH
 HY0890'ABUTMENT OF THE CENTER ONE OF THREE BRIDGE OVER THE LITTLE SANDY
 HY0890'RIVER, 8 FEET EAST OF THE CENTER LINE OF THE ROAD AND 1 FOOT
 HY0890'ABOVE THE LEVEL OF THE ROAD.
 HY0890
 HY0890                          STATION RECOVERY (1997)
 HY0890
 HY0890'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1631 ***********************************************************************
 HY1631  DESIGNATION -  E 374
 HY1631  PID         -  HY1631
 HY1631  STATE/COUNTY-  KY/ROWAN
 HY1631  USGS QUAD   -  BANGOR (1983)
 HY1631
 HY1631                         *CURRENT SURVEY CONTROL
 HY1631  ___________________________________________________________________
 HY1631* NAD 83(1986)-  38 04 14.     (N)    083 24 30.     (W)     SCALED    
 HY1631* NAVD 88     -       231.697  (meters)     760.16   (feet)  ADJUSTED  
 HY1631  ___________________________________________________________________
 HY1631  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HY1631  DYNAMIC HT  -         231.531 (meters)     759.61  (feet)  COMP
 HY1631  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 HY1631
 HY1631  VERT ORDER  -  FIRST     CLASS I
 HY1631
 HY1631.The horizontal coordinates were scaled from a topographic map and have
 HY1631.an estimated accuracy of +/- 6 seconds.
 HY1631
 HY1631.The orthometric height was determined by differential leveling
 HY1631.and adjusted by the National Geodetic Survey in June 1991..
 HY1631
 HY1631.The geoid height was determined by GEOID03.
 HY1631
 HY1631.The dynamic height is computed by dividing the NAVD 88
 HY1631.geopotential number by the normal gravity value computed on the
 HY1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1631.degrees latitude (g = 980.6199 gals.).
 HY1631
 HY1631.The modeled gravity was interpolated from observed gravity values.
 HY1631
 HY1631;                    North         East    Units  Estimated Accuracy
 HY1631;SPC KY1Z     - 1,195,380.    1,705,440.      MT  (+/- 180 meters Scaled)
 HY1631
 HY1631                          SUPERSEDED SURVEY CONTROL
 HY1631
 HY1631  NGVD 29 (??/??/92)  231.866  (m)          760.71   (f) ADJ UNCH    1 1
 HY1631
 HY1631.Superseded values are not recommended for survey control.
 HY1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1631.See file dsdata.txt to determine how the superseded data were derived.
 HY1631
 HY1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC887163(NAD 83)
 HY1631_MARKER: DB = BENCH MARK DISK
 HY1631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1631_SP_SET: CULVERT
 HY1631_STAMPING: E 374 1967
 HY1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1631
 HY1631  HISTORY     - Date     Condition        Report By
 HY1631  HISTORY     - 1967     MONUMENTED       CGS
 HY1631  HISTORY     - 19970826 MARK NOT FOUND   KYDT
 HY1631
 HY1631                          STATION DESCRIPTION
 HY1631
 HY1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1631'7.2 MI SE FROM CLEARFIELD.
 HY1631'ABOUT 7.2 MILES SOUTHEAST ALONG STATE HIGHWAY 519 FROM THE POST
 HY1631'OFFICE AT CLEARFIELD, ABOUT 0.7 MILE SOUTH OF A 40-FOOT BRIDGE OVER
 HY1631'LICK FORK, SET ON THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 HY1631'HEAD WALL FOR A 10-FOOT BOX CULVERT UNDER THE HIGHWAY, CONCRETE
 HY1631'HEAD WALL FOR A 10-FOOT BOX CULVERT UNDER THE HIGHWAY, 14 FEET
 HY1631'WEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF THE
 HY1631'CENTER LINE OF A DRIVEWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 HY1631
 HY1631                          STATION RECOVERY (1997)
 HY1631
 HY1631'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY1631'THE SOUTH END OF WEST HEADWALL HAS BEEN BROKEN OFF, NO SIGN OF BROKEN
 HY1631'PORTION, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1607 ***********************************************************************
 HY1607  DESIGNATION -  E 375
 HY1607  PID         -  HY1607
 HY1607  STATE/COUNTY-  KY/ROWAN
 HY1607  USGS QUAD   -  MOREHEAD (1978)
 HY1607
 HY1607                         *CURRENT SURVEY CONTROL
 HY1607  ___________________________________________________________________
 HY1607* NAD 83(1986)-  38 12 44.     (N)    083 23 49.     (W)     SCALED    
 HY1607* NAVD 88     -       238.431  (meters)     782.25   (feet)  ADJUSTED  
 HY1607  ___________________________________________________________________
 HY1607  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1607  DYNAMIC HT  -         238.267 (meters)     781.71  (feet)  COMP
 HY1607  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 HY1607
 HY1607  VERT ORDER  -  FIRST     CLASS I
 HY1607
 HY1607.The horizontal coordinates were scaled from a topographic map and have
 HY1607.an estimated accuracy of +/- 6 seconds.
 HY1607
 HY1607.The orthometric height was determined by differential leveling
 HY1607.and adjusted by the National Geodetic Survey in June 1991..
 HY1607
 HY1607.The geoid height was determined by GEOID03.
 HY1607
 HY1607.The dynamic height is computed by dividing the NAVD 88
 HY1607.geopotential number by the normal gravity value computed on the
 HY1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1607.degrees latitude (g = 980.6199 gals.).
 HY1607
 HY1607.The modeled gravity was interpolated from observed gravity values.
 HY1607
 HY1607;                    North         East    Units  Estimated Accuracy
 HY1607;SPC KY1Z     - 1,211,120.    1,706,040.      MT  (+/- 180 meters Scaled)
 HY1607
 HY1607                          SUPERSEDED SURVEY CONTROL
 HY1607
 HY1607  NGVD 29 (??/??/92)  238.604  (m)          782.82   (f) ADJ UNCH    1 1
 HY1607
 HY1607.Superseded values are not recommended for survey control.
 HY1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1607.See file dsdata.txt to determine how the superseded data were derived.
 HY1607
 HY1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC901320(NAD 83)
 HY1607_MARKER: DB = BENCH MARK DISK
 HY1607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1607_SP_SET: ABUTMENT
 HY1607_STAMPING: E 375 1967
 HY1607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1607
 HY1607  HISTORY     - Date     Condition        Report By
 HY1607  HISTORY     - 1967     MONUMENTED       CGS
 HY1607  HISTORY     - 1979     GOOD             LOCENG
 HY1607  HISTORY     - 20011211 MARK NOT FOUND   KYDT
 HY1607
 HY1607                          STATION DESCRIPTION
 HY1607
 HY1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1607'2.9 MI NE FROM MOREHEAD.
 HY1607'ABOUT 2.9 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1607'FROM THE STATION AT MOREHEAD, ABOUT 0.3 MILE NORTHEAST OF
 HY1607'MILEPOST 575, SET ON THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 HY1607'ABUTMENT OF BRIDGE NO. 5747 OVER EARLS BRANCH, 6 FEET NORTHWEST
 HY1607'OF THE NORTHWEST RAIL AND 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 HY1607
 HY1607                          STATION RECOVERY (1979)
 HY1607
 HY1607'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1607'RECOVERED IN GOOD CONDITION.
 HY1607
 HY1607                          STATION RECOVERY (2001)
 HY1607
 HY1607'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY1607'THERE IS NOW SIGN OF OLD RAILROAD ABUTMENTS AT LOCATION, POSSIBLY TORN
 HY1607'OUT WHEN NEW HIGHWAY BRIDGE, ABOUT 100 FEET NORTH OF AND PARALLEL TO
 HY1607'RAILROAD, WAS BUILT IN 1991, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1857 ***********************************************************************
 GY1857  DESIGNATION -  E 380
 GY1857  PID         -  GY1857
 GY1857  STATE/COUNTY-  KY/BREATHITT
 GY1857  USGS QUAD   -  QUICKSAND (1976)
 GY1857
 GY1857                         *CURRENT SURVEY CONTROL
 GY1857  ___________________________________________________________________
 GY1857* NAD 83(1986)-  37 30 30.     (N)    083 20 45.     (W)     SCALED    
 GY1857* NAVD 88     -       228.193  (meters)     748.66   (feet)  ADJUSTED  
 GY1857  ___________________________________________________________________
 GY1857  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GY1857  DYNAMIC HT  -         228.018 (meters)     748.09  (feet)  COMP
 GY1857  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 GY1857
 GY1857  VERT ORDER  -  FIRST     CLASS I
 GY1857
 GY1857.The horizontal coordinates were scaled from a topographic map and have
 GY1857.an estimated accuracy of +/- 6 seconds.
 GY1857
 GY1857.The orthometric height was determined by differential leveling
 GY1857.and adjusted by the National Geodetic Survey in June 1991..
 GY1857
 GY1857.The geoid height was determined by GEOID03.
 GY1857
 GY1857.The dynamic height is computed by dividing the NAVD 88
 GY1857.geopotential number by the normal gravity value computed on the
 GY1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1857.degrees latitude (g = 980.6199 gals.).
 GY1857
 GY1857.The modeled gravity was interpolated from observed gravity values.
 GY1857
 GY1857;                    North         East    Units  Estimated Accuracy
 GY1857;SPC KY1Z     - 1,133,140.    1,712,530.      MT  (+/- 180 meters Scaled)
 GY1857
 GY1857                          SUPERSEDED SURVEY CONTROL
 GY1857
 GY1857  NGVD 29 (??/??/92)  228.347  (m)          749.17   (f) ADJ UNCH    1 1
 GY1857
 GY1857.Superseded values are not recommended for survey control.
 GY1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1857.See file dsdata.txt to determine how the superseded data were derived.
 GY1857
 GY1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB926538(NAD 83)
 GY1857_MARKER: DB = BENCH MARK DISK
 GY1857_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY1857_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GY1857_STAMPING: E 380 1967
 GY1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1857
 GY1857  HISTORY     - Date     Condition        Report By
 GY1857  HISTORY     - 1967     MONUMENTED       CGS
 GY1857
 GY1857                          STATION DESCRIPTION
 GY1857
 GY1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1857'4 MI SW FROM JACKSON.
 GY1857'ABOUT 4.05 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1857'RAILROAD FROM THE STATION AT JACKSON, 10 TELEPHONE POLES NORTHEAST
 GY1857'OF MILEPOST NUMBER 202, 49 1/2 FEET SOUTHWEST OF THE SOUTH
 GY1857'CORNER OF A PORCH FOR A FRAME HOUSE, 46 1/2 FEET NORTHWEST OF
 GY1857'THE NORTHWEST RAIL OF THE TRACK, 33 FEET SOUTHWEST OF A TELEPHONE
 GY1857'POLE, 17 1/2 FEET SOUTHWEST OF A FENCE CORNER POST, 1 FOOT
 GY1857'SOUTHEAST OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 GY1857'AND ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1996 ***********************************************************************
 GY1996  DESIGNATION -  E 381
 GY1996  PID         -  GY1996
 GY1996  STATE/COUNTY-  KY/PERRY
 GY1996  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1996
 GY1996                         *CURRENT SURVEY CONTROL
 GY1996  ___________________________________________________________________
 GY1996* NAD 83(1986)-  37 11 00.     (N)    083 08 55.     (W)     SCALED    
 GY1996* NAVD 88     -       275.236  (meters)     903.00   (feet)  ADJUSTED  
 GY1996  ___________________________________________________________________
 GY1996  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GY1996  DYNAMIC HT  -         275.014 (meters)     902.28  (feet)  COMP
 GY1996  MODELED GRAV-     979,816.4   (mgal)                       NAVD 88
 GY1996
 GY1996  VERT ORDER  -  FIRST     CLASS I
 GY1996
 GY1996.The horizontal coordinates were scaled from a topographic map and have
 GY1996.an estimated accuracy of +/- 6 seconds.
 GY1996
 GY1996.The orthometric height was determined by differential leveling
 GY1996.and adjusted by the National Geodetic Survey in June 1991..
 GY1996
 GY1996.The geoid height was determined by GEOID03.
 GY1996
 GY1996.The dynamic height is computed by dividing the NAVD 88
 GY1996.geopotential number by the normal gravity value computed on the
 GY1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1996.degrees latitude (g = 980.6199 gals.).
 GY1996
 GY1996.The modeled gravity was interpolated from observed gravity values.
 GY1996
 GY1996;                    North         East    Units  Estimated Accuracy
 GY1996;SPC KY1Z     - 1,097,560.    1,730,960.      MT  (+/- 180 meters Scaled)
 GY1996
 GY1996                          SUPERSEDED SURVEY CONTROL
 GY1996
 GY1996  NGVD 29 (??/??/92)  275.398  (m)          903.53   (f) ADJ UNCH    1 1
 GY1996
 GY1996.Superseded values are not recommended for survey control.
 GY1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1996.See file dsdata.txt to determine how the superseded data were derived.
 GY1996
 GY1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB092173(NAD 83)
 GY1996_MARKER: DB = BENCH MARK DISK
 GY1996_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1996_SP_SET: BRIDGE
 GY1996_STAMPING: E 381 1967
 GY1996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1996
 GY1996  HISTORY     - Date     Condition        Report By
 GY1996  HISTORY     - 1967     MONUMENTED       CGS
 GY1996  HISTORY     - 19940610 POOR             KYDT
 GY1996
 GY1996                          STATION DESCRIPTION
 GY1996
 GY1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1996'8.6 MI SE FROM HAZARD.
 GY1996'ABOUT 8.6 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1996'RAILROAD FROM THE STATION AT HAZARD, 8 RAILS SOUTHEAST OF MILEPOST
 GY1996'251, 5 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 GY1996'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 GY1996'ABUTMENT OF RAILROAD BRIDGE NUMBER 104 OVER MACES CREEK, AND
 GY1996'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GY1996
 GY1996                          STATION RECOVERY (1994)
 GY1996
 GY1996'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1996'MARK IS INACCESSIBLE DUE TO METAL CAT WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2019 ***********************************************************************
 GY2019  DESIGNATION -  E 382
 GY2019  PID         -  GY2019
 GY2019  STATE/COUNTY-  KY/LETCHER
 GY2019  USGS QUAD   -  VICCO (1992)
 GY2019
 GY2019                         *CURRENT SURVEY CONTROL
 GY2019  ___________________________________________________________________
 GY2019* NAD 83(1986)-  37 08 27.     (N)    083 01 18.     (W)     SCALED    
 GY2019* NAVD 88     -       299.917  (meters)     983.98   (feet)  ADJUSTED  
 GY2019  ___________________________________________________________________
 GY2019  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GY2019  DYNAMIC HT  -         299.670 (meters)     983.17  (feet)  COMP
 GY2019  MODELED GRAV-     979,800.7   (mgal)                       NAVD 88
 GY2019
 GY2019  VERT ORDER  -  FIRST     CLASS I
 GY2019
 GY2019.The horizontal coordinates were scaled from a topographic map and have
 GY2019.an estimated accuracy of +/- 6 seconds.
 GY2019
 GY2019.The orthometric height was determined by differential leveling
 GY2019.and adjusted by the National Geodetic Survey in June 1991..
 GY2019
 GY2019.The geoid height was determined by GEOID03.
 GY2019
 GY2019.The dynamic height is computed by dividing the NAVD 88
 GY2019.geopotential number by the normal gravity value computed on the
 GY2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2019.degrees latitude (g = 980.6199 gals.).
 GY2019
 GY2019.The modeled gravity was interpolated from observed gravity values.
 GY2019
 GY2019;                    North         East    Units  Estimated Accuracy
 GY2019;SPC KY1Z     - 1,093,160.    1,742,370.      MT  (+/- 180 meters Scaled)
 GY2019
 GY2019                          SUPERSEDED SURVEY CONTROL
 GY2019
 GY2019  NGVD 29 (??/??/92)  300.065  (m)          984.46   (f) ADJ UNCH    1 1
 GY2019
 GY2019.Superseded values are not recommended for survey control.
 GY2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2019.See file dsdata.txt to determine how the superseded data were derived.
 GY2019
 GY2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB204124(NAD 83)
 GY2019_MARKER: DB = BENCH MARK DISK
 GY2019_SETTING: 66 = SET IN ROCK OUTCROP
 GY2019_SP_SET: ROCK OUTCROP
 GY2019_STAMPING: E 382 1967
 GY2019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2019+STABILITY: POSITION/ELEVATION WELL
 GY2019
 GY2019  HISTORY     - Date     Condition        Report By
 GY2019  HISTORY     - 1967     MONUMENTED       CGS
 GY2019
 GY2019                          STATION DESCRIPTION
 GY2019
 GY2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY2019'19.3 MI W FROM WHITESBURG.
 GY2019'ABOUT 0.9 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY2019'RAILROAD FROM THE STATION AT WHITESBURG, THENCE 0.15 MILE WEST
 GY2019'ALONG STATE HIGHWAY 15, THENCE 18.25 MILES WEST ALONG THE
 GY2019'LOUISVILLE AND NASHVILLE RAILROAD, 3.8 MILES WEST OF THE POST
 GY2019'OFFICE AT THE SMALL COMMUNITY OF BLACKEY, 0.6 MILE NORTHWEST OF
 GY2019'THE RAILROAD UNDERPASS FOR STATE HIGHWAY 7, 0.3 MILE NORTHEAST
 GY2019'OF MILEPOST 264, 91 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 GY2019'THE TRACK, SET IN THE TOP OF A ROCK OUTCROP ON THE EAST SLOPE OF
 GY2019'A HILL, 51 1/2 FEET NORTHWEST OF THE CENTERLINE OF A DIRT ROAD,
 GY2019'42 FEET SOUTH OF THE SOUTHWEST CORNER OF A WHITE FRAME HOUSE,
 GY2019'40 1/2 FEET NORTH OF POWER POLE NUMBER 223, ABOUT 2 FEET ABOVE
 GY2019'THE LEVEL OF THE GROUND, AND ABOUT 12 FEET ABOVE THE LEVEL OF
 GY2019'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0049 ***********************************************************************
 GB0049  DESIGNATION -  E 386
 GB0049  PID         -  GB0049
 GB0049  STATE/COUNTY-  KY/MCCREARY
 GB0049  USGS QUAD   -  WIBORG (1981)
 GB0049
 GB0049                         *CURRENT SURVEY CONTROL
 GB0049  ___________________________________________________________________
 GB0049* NAD 83(1986)-  36 49 03.     (N)    084 29 11.     (W)     SCALED    
 GB0049* NAVD 88     -       356.594  (meters)    1169.93   (feet)  ADJUSTED  
 GB0049  ___________________________________________________________________
 GB0049  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB0049  DYNAMIC HT  -         356.312 (meters)    1169.00  (feet)  COMP
 GB0049  MODELED GRAV-     979,828.8   (mgal)                       NAVD 88
 GB0049
 GB0049  VERT ORDER  -  FIRST     CLASS I
 GB0049
 GB0049.The horizontal coordinates were scaled from a topographic map and have
 GB0049.an estimated accuracy of +/- 6 seconds.
 GB0049
 GB0049.The orthometric height was determined by differential leveling
 GB0049.and adjusted by the National Geodetic Survey in June 1991..
 GB0049
 GB0049.The geoid height was determined by GEOID03.
 GB0049
 GB0049.The dynamic height is computed by dividing the NAVD 88
 GB0049.geopotential number by the normal gravity value computed on the
 GB0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0049.degrees latitude (g = 980.6199 gals.).
 GB0049
 GB0049.The modeled gravity was interpolated from observed gravity values.
 GB0049
 GB0049;                    North         East    Units  Estimated Accuracy
 GB0049;SPC KY1Z     - 1,054,500.    1,612,750.      MT  (+/- 180 meters Scaled)
 GB0049
 GB0049                          SUPERSEDED SURVEY CONTROL
 GB0049
 GB0049  NGVD 29 (??/??/92)  356.739  (m)         1170.40   (f) ADJ UNCH    1 1
 GB0049
 GB0049.Superseded values are not recommended for survey control.
 GB0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0049.See file dsdata.txt to determine how the superseded data were derived.
 GB0049
 GB0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF242775(NAD 83)
 GB0049_MARKER: DB = BENCH MARK DISK
 GB0049_SETTING: 66 = SET IN ROCK OUTCROP
 GB0049_SP_SET: ROCK OUTCROP
 GB0049_STAMPING: E 386 1968
 GB0049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0049+STABILITY: POSITION/ELEVATION WELL
 GB0049
 GB0049  HISTORY     - Date     Condition        Report By
 GB0049  HISTORY     - 1968     MONUMENTED       CGS
 GB0049
 GB0049                          STATION DESCRIPTION
 GB0049
 GB0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0049'1.8 MI S FROM PARKERS LAKE.
 GB0049'ABOUT 1.8 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0049'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, 0.6 MILE NORTH OF
 GB0049'AN INTERSECTION OF THE HIGHWAY AND STATE HIGHWAY 1045, SET IN THE
 GB0049'TOP AND 0.7 FOOT SOUTH OF THE NORTH EDGE OF A ROCK OUTCROP IN
 GB0049'THE WEST BANK OF THE HIGHWAY, 27 FEET WEST OF THE CENTERLINE OF
 GB0049'THE HIGHWAY, 57 FEET SOUTH OF THE CENTERLINE OF A TRAIL ROAD,
 GB0049'20 1/2 FEET SOUTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL
 GB0049'OF A 24-INCH CULVERT UNDER THE HIGHWAY, 0.8 FOOT EAST OF A METAL
 GB0049'WITNESS POST, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0734 ***********************************************************************
 GZ0734  DESIGNATION -  E 387
 GZ0734  PID         -  GZ0734
 GZ0734  STATE/COUNTY-  KY/RUSSELL
 GZ0734  USGS QUAD   -  ELI (1973)
 GZ0734
 GZ0734                         *CURRENT SURVEY CONTROL
 GZ0734  ___________________________________________________________________
 GZ0734* NAD 83(1986)-  37 05 33.     (N)    084 55 38.     (W)     SCALED    
 GZ0734* NAVD 88     -       324.021  (meters)    1063.06   (feet)  ADJUSTED  
 GZ0734  ___________________________________________________________________
 GZ0734  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GZ0734  DYNAMIC HT  -         323.756 (meters)    1062.19  (feet)  COMP
 GZ0734  MODELED GRAV-     979,803.9   (mgal)                       NAVD 88
 GZ0734
 GZ0734  VERT ORDER  -  FIRST     CLASS I
 GZ0734
 GZ0734.The horizontal coordinates were scaled from a topographic map and have
 GZ0734.an estimated accuracy of +/- 6 seconds.
 GZ0734
 GZ0734.The orthometric height was determined by differential leveling
 GZ0734.and adjusted by the National Geodetic Survey in June 1991..
 GZ0734
 GZ0734.The geoid height was determined by GEOID03.
 GZ0734
 GZ0734.The dynamic height is computed by dividing the NAVD 88
 GZ0734.geopotential number by the normal gravity value computed on the
 GZ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0734.degrees latitude (g = 980.6199 gals.).
 GZ0734
 GZ0734.The modeled gravity was interpolated from observed gravity values.
 GZ0734
 GZ0734;                    North         East    Units  Estimated Accuracy
 GZ0734;SPC KY1Z     - 1,084,580.    1,573,150.      MT  (+/- 180 meters Scaled)
 GZ0734
 GZ0734                          SUPERSEDED SURVEY CONTROL
 GZ0734
 GZ0734  NGVD 29 (??/??/92)  324.157  (m)         1063.51   (f) ADJ UNCH    1 1
 GZ0734
 GZ0734.Superseded values are not recommended for survey control.
 GZ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0734.See file dsdata.txt to determine how the superseded data were derived.
 GZ0734
 GZ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG842071(NAD 83)
 GZ0734_MARKER: DB = BENCH MARK DISK
 GZ0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0734_SP_SET: CULVERT
 GZ0734_STAMPING: E 387 1968
 GZ0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0734
 GZ0734  HISTORY     - Date     Condition        Report By
 GZ0734  HISTORY     - 1968     MONUMENTED       CGS
 GZ0734  HISTORY     - 1968     GOOD             NGS
 GZ0734
 GZ0734                          STATION DESCRIPTION
 GZ0734
 GZ0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ0734'4 MI NE FROM SALEM.
 GZ0734'ABOUT 3.95 MILES NORTHEAST ALONG STATE HIGHWAY 910 FROM THE
 GZ0734'SALEM BAPTIST CHURCH AT SALEM, 0.1 MILE NORTHEAST OF A JUNCTION
 GZ0734'OF THE HIGHWAY AND A PAVED ROAD, 18 FEET SOUTHEAST OF THE
 GZ0734'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END
 GZ0734'OF THE SOUTHEAST CONCRETE HEADWALL OF A TUBULAR CULVERT UNDER
 GZ0734'THE HIGHWAY, 175 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 GZ0734'EAST CORNER OF A BARN, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 GZ0734'HIGHWAY.
 GZ0734
 GZ0734                          STATION RECOVERY (1968)
 GZ0734
 GZ0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GZ0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1902 ***********************************************************************
 GZ1902  DESIGNATION -  E 388
 GZ1902  PID         -  GZ1902
 GZ1902  STATE/COUNTY-  KY/BARREN
 GZ1902  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ1902
 GZ1902                         *CURRENT SURVEY CONTROL
 GZ1902  ___________________________________________________________________
 GZ1902* NAD 83(1986)-  37 00 32.     (N)    085 53 17.     (W)     SCALED    
 GZ1902* NAVD 88     -       233.828  (meters)     767.15   (feet)  ADJUSTED  
 GZ1902  ___________________________________________________________________
 GZ1902  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GZ1902  DYNAMIC HT  -         233.640 (meters)     766.53  (feet)  COMP
 GZ1902  MODELED GRAV-     979,823.1   (mgal)                       NAVD 88
 GZ1902
 GZ1902  VERT ORDER  -  FIRST     CLASS I
 GZ1902
 GZ1902.The horizontal coordinates were scaled from a topographic map and have
 GZ1902.an estimated accuracy of +/- 6 seconds.
 GZ1902
 GZ1902.The orthometric height was determined by differential leveling
 GZ1902.and adjusted by the National Geodetic Survey in June 1991..
 GZ1902
 GZ1902.The geoid height was determined by GEOID03.
 GZ1902
 GZ1902.The dynamic height is computed by dividing the NAVD 88
 GZ1902.geopotential number by the normal gravity value computed on the
 GZ1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1902.degrees latitude (g = 980.6199 gals.).
 GZ1902
 GZ1902.The modeled gravity was interpolated from observed gravity values.
 GZ1902
 GZ1902;                    North         East    Units  Estimated Accuracy
 GZ1902;SPC KY1Z     - 1,074,990.    1,487,710.      MT  (+/- 180 meters Scaled)
 GZ1902
 GZ1902                          SUPERSEDED SURVEY CONTROL
 GZ1902
 GZ1902  NGVD 29 (??/??/92)  233.970  (m)          767.62   (f) ADJ UNCH    1 1
 GZ1902
 GZ1902.Superseded values are not recommended for survey control.
 GZ1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1902.See file dsdata.txt to determine how the superseded data were derived.
 GZ1902
 GZ1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF989964(NAD 83)
 GZ1902_MARKER: DB = BENCH MARK DISK
 GZ1902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1902_SP_SET: BUILDING WALL
 GZ1902_STAMPING: E 388 1968
 GZ1902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1902
 GZ1902  HISTORY     - Date     Condition        Report By
 GZ1902  HISTORY     - 1968     MONUMENTED       CGS
 GZ1902
 GZ1902                          STATION DESCRIPTION
 GZ1902
 GZ1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1902'1.6 MI NE FROM GLASGOW.
 GZ1902'ABOUT 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 68 AND STATE
 GZ1902'HIGHWAY 80 FROM THE BARREN COUNTY COURTHOUSE AT GLASGOW, 89 YARDS
 GZ1902'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET VERTICALLY IN
 GZ1902'THE EAST FACE OF THE EAST BRICK WALL OF THE GLASGOW HIGH SCHOOL
 GZ1902'GYMNAISUM, 2.1 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING,
 GZ1902'AND ABOUT 2.7 FEET ABOVE THE LEVEL OF A CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0403 ***********************************************************************
 HB0403  DESIGNATION -  E 389
 HB0403  PID         -  HB0403
 HB0403  STATE/COUNTY-  KY/BALLARD
 HB0403  USGS QUAD   -  LA CENTER (1975)
 HB0403
 HB0403                         *CURRENT SURVEY CONTROL
 HB0403  ___________________________________________________________________
 HB0403* NAD 83(1986)-  37 03 54.     (N)    088 59 58.     (W)     SCALED    
 HB0403* NAVD 88     -       121.019  (meters)     397.04   (feet)  ADJUSTED  
 HB0403  ___________________________________________________________________
 HB0403  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HB0403  DYNAMIC HT  -         120.930 (meters)     396.75  (feet)  COMP
 HB0403  MODELED GRAV-     979,888.8   (mgal)                       NAVD 88
 HB0403
 HB0403  VERT ORDER  -  FIRST     CLASS I
 HB0403
 HB0403.The horizontal coordinates were scaled from a topographic map and have
 HB0403.an estimated accuracy of +/- 6 seconds.
 HB0403
 HB0403.The orthometric height was determined by differential leveling
 HB0403.and adjusted by the National Geodetic Survey in June 1991..
 HB0403
 HB0403.The geoid height was determined by GEOID03.
 HB0403
 HB0403.The dynamic height is computed by dividing the NAVD 88
 HB0403.geopotential number by the normal gravity value computed on the
 HB0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0403.degrees latitude (g = 980.6199 gals.).
 HB0403
 HB0403.The modeled gravity was interpolated from observed gravity values.
 HB0403
 HB0403;                    North         East    Units  Estimated Accuracy
 HB0403;SPC KY1Z     - 1,086,240.    1,211,070.      MT  (+/- 180 meters Scaled)
 HB0403
 HB0403                          SUPERSEDED SURVEY CONTROL
 HB0403
 HB0403  NGVD 29 (??/??/??)  120.929  (m)          396.75   (f) ADJUSTED    1 1
 HB0403
 HB0403.Superseded values are not recommended for survey control.
 HB0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0403.See file dsdata.txt to determine how the superseded data were derived.
 HB0403
 HB0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG222039(NAD 83)
 HB0403_MARKER: DB = BENCH MARK DISK
 HB0403_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB0403_SP_SET: 20 FEET
 HB0403_STAMPING: E 389 1968
 HB0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0403
 HB0403  HISTORY     - Date     Condition        Report By
 HB0403  HISTORY     - 1968     MONUMENTED       CGS
 HB0403  HISTORY     - 20020425 MARK NOT FOUND   USACE
 HB0403
 HB0403                          STATION DESCRIPTION
 HB0403
 HB0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0403'2.8 MI E FROM BARLOW.
 HB0403'ABOUT 2.75 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 HB0403'AT BARLOW, 53 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 HB0403'32 FEET SOUTH OF THE CENTER OF A CROSSING OF A GRAVELED ROAD
 HB0403'AND THE ILLINOIS CENTRAL RAILROAD, 29 FEET SOUTHWEST OF THE
 HB0403'CENTERLINE OF THE GRAVELED ROAD, 22 1/2 FEET SOUTHEAST OF THE
 HB0403'SOUTHEAST RAIL OF THE TRACK, 89 1/2 FEET NORTHWEST AND ACROSS
 HB0403'THE HIGHWAY FROM A TELEPHONE POLE, 1.3 FEET NORTH OF A METAL
 HB0403'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 HB0403'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 HB0403'DEPTH OF 20 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE
 HB0403'WHICH PROJECTS 6 INCHES.
 HB0403
 HB0403                          STATION RECOVERY (2002)
 HB0403
 HB0403'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0240 ***********************************************************************
 HB0240  FBN         -  This is a Federal Base Network Control Station.
 HB0240  DESIGNATION -  E 390
 HB0240  PID         -  HB0240
 HB0240  STATE/COUNTY-  KY/MARSHALL
 HB0240  USGS QUAD   -  CALVERT CITY (1993)
 HB0240
 HB0240                         *CURRENT SURVEY CONTROL
 HB0240  ___________________________________________________________________
 HB0240* NAD 83(1993)-  37 00 33.17745(N)    088 17 49.30711(W)     ADJUSTED  
 HB0240* NAVD 88     -       105.930  (meters)     347.54   (feet)  ADJUSTED  
 HB0240  ___________________________________________________________________
 HB0240  X           -     151,545.449 (meters)                     COMP
 HB0240  Y           -  -5,097,186.867 (meters)                     COMP
 HB0240  Z           -   3,818,256.398 (meters)                     COMP
 HB0240  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 HB0240  ELLIP HEIGHT-          77.20  (meters)          (11/03/04) GPS OBS
 HB0240  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 HB0240  DYNAMIC HT  -         105.850 (meters)     347.28  (feet)  COMP
 HB0240  MODELED GRAV-     979,882.4   (mgal)                       NAVD 88
 HB0240
 HB0240  HORZ ORDER  -  B
 HB0240  VERT ORDER  -  FIRST     CLASS I
 HB0240  ELLP ORDER  -  THIRD     CLASS I
 HB0240
 HB0240.This mark is at Gilbertsville Airport (M34)
 HB0240
 HB0240.The horizontal coordinates were established by GPS observations
 HB0240.and adjusted by the National Geodetic Survey in September 1994..
 HB0240
 HB0240.The orthometric height was determined by differential leveling
 HB0240.and adjusted by the National Geodetic Survey in June 1991..
 HB0240
 HB0240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB0240
 HB0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0240
 HB0240.The ellipsoidal height was determined by GPS observations
 HB0240.and is referenced to NAD 83.
 HB0240
 HB0240.The geoid height was determined by GEOID03.
 HB0240
 HB0240.The dynamic height is computed by dividing the NAVD 88
 HB0240.geopotential number by the normal gravity value computed on the
 HB0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0240.degrees latitude (g = 980.6199 gals.).
 HB0240
 HB0240.The modeled gravity was interpolated from observed gravity values.
 HB0240
 HB0240;                    North         East     Units Scale Factor Converg.
 HB0240;SPC KY1Z     - 1,078,106.804 1,273,335.925   MT  1.00001856   -1 33 49.6
 HB0240;SPC KY1Z     - 3,537,088.74  4,177,602.95   sFT  1.00001856   -1 33 49.6
 HB0240;SPC KY S     -   578,060.442   273,348.200   MT  0.99996139   -1 32 40.8
 HB0240;SPC KY S     - 1,896,519.97    896,809.89   sFT  0.99996139   -1 32 40.8
 HB0240;UTM  16      - 4,096,681.006   384,606.583   MT  0.99976404   -0 46 51.0
 HB0240
 HB0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0240!SPC KY1Z     -   0.99998789  x   1.00001856  =   1.00000644
 HB0240!SPC KY S     -   0.99998789  x   0.99996139  =   0.99994928
 HB0240!UTM  16      -   0.99998789  x   0.99976404  =   0.99975193
 HB0240
 HB0240                          SUPERSEDED SURVEY CONTROL
 HB0240
 HB0240  ELLIP H (09/07/94)   77.21   (m)                       GP(       ) 4 1
 HB0240  NAVD 88 (09/07/94)  105.93   (m)          347.5    (f) LEVELING    3  
 HB0240  NGVD 29 (??/??/??)  105.994  (m)          347.75   (f) ADJUSTED    1 1
 HB0240
 HB0240.Superseded values are not recommended for survey control.
 HB0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0240.See file dsdata.txt to determine how the superseded data were derived.
 HB0240
 HB0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF8460796681(NAD 83)
 HB0240_MARKER: DB = BENCH MARK DISK
 HB0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0240_SP_SET: CONCRETE POST
 HB0240_STAMPING: E 390 1968
 HB0240_MARK LOGO: CGS   
 HB0240_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0240+STABILITY: SURFACE MOTION
 HB0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0240+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2003
 HB0240
 HB0240  HISTORY     - Date     Condition        Report By
 HB0240  HISTORY     - 1968     MONUMENTED       CGS
 HB0240  HISTORY     - 1971     GOOD             NGS
 HB0240  HISTORY     - 19931222 GOOD             NGS
 HB0240  HISTORY     - 19940224 GOOD
 HB0240  HISTORY     - 20010821 GOOD             KYDT
 HB0240  HISTORY     - 20010821 GOOD             KYDT
 HB0240  HISTORY     - 20030106 GOOD             WOOLPT
 HB0240
 HB0240                          STATION DESCRIPTION
 HB0240
 HB0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0240'2.4 MI W FROM KENTUCKY DAM.
 HB0240'ABOUT 2.4 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0240'NAVIGATION LOCK AT KENTUCKY DAM, THENCE 0.5 MILE SOUTHWEST ALONG
 HB0240'STATE HIGHWAY 282, THENCE 0.75 MILE WEST ALONG A PAVED AND
 HB0240'GRAVELED ROAD, AT THE KENTUCKY DAM VILLAGE STATE PARK AIRPORT,
 HB0240'247 FEET NORTHWEST OF THE NORTH CORNER OF THE AIRPORT TERMINAL
 HB0240'BUILDING, 114 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 HB0240'RUNWAY, 84 FEET EAST OF THE CENTERLINE OF A TAXIWAY, 12.8 FEET
 HB0240'WEST OF A METAL PIPE WHICH SUPPORTS A WOODEN TETRAHEDRON, ABOUT
 HB0240'LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF A CONCRETE POST
 HB0240'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 HB0240
 HB0240                          STATION RECOVERY (1971)
 HB0240
 HB0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HB0240'RECOVERED IN GOOD CONDITION.
 HB0240
 HB0240                          STATION RECOVERY (1993)
 HB0240
 HB0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HB0240'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTHEAST OF PADUCAH,
 HB0240'10.0 MI (16.1 KM) NORTHEAST OF BENTON, 4.0 MI (6.4 KM) SOUTHEAST OF
 HB0240'CALVERT CITY, AND AT THE KENTUCKY DAM VILLAGE STATE PARK AIRPORT,
 HB0240'BETWEEN THE TARMAC AND THE RUNWAY.  OWNERSHIP--KENTUCKY DAM VILLAGE
 HB0240'STATE PARK.  KY DAM AIRPORT, RANSOM STOUT, AIRPORT MANAGER.  PHONE
 HB0240'502-362-4271.
 HB0240'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 24 AND STATE
 HB0240'ROUTE 62 (EXIT 27) JUST SOUTHEAST OF CULVERT CITY, GO EAST ON STATE
 HB0240'HIGHWAY 62 FOR 1.55 MI (2.49 KM) TO AIRPORT ROAD ON THE LEFT. TURN
 HB0240'LEFT AND GO NORTH ON AIRPORT ROAD FOR 0.4 MI (0.6 KM) TO GATE AND
 HB0240'AIRPORT TERMINAL BUILDING.  PASS THRU GATE AND GO NORTH ACROSS
 HB0240'PARKING RAMP 0.1 MI (0.2 KM) TO THE STATION.
 HB0240'LOCATED 34.7 M (113.8 FT) SOUTH FROM THE CENTERLINE OF THE RUNWAY,
 HB0240'25.6 M (84.0 FT) EAST OF THE CENTERLINE OF TAXIWAY, 18.9 M (62.0 FT)
 HB0240'NORTH FROM THE NORTH EDGE OF PARKING RAMP AND 12.3 M (40.4 FT)
 HB0240'NORTHWEST FROM THE CENTER OF A METAL GRATE DRAINAGE COVER.
 HB0240
 HB0240                          STATION RECOVERY (1994)
 HB0240
 HB0240'RECOVERED 1994
 HB0240'RECOVERED IN GOOD CONDITION.
 HB0240
 HB0240                          STATION RECOVERY (2001)
 HB0240
 HB0240'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001
 HB0240'RECOVERED IN GOOD CONDITION.
 HB0240
 HB0240                          STATION RECOVERY (2001)
 HB0240
 HB0240'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (JG)
 HB0240'RECOVERED IN GOOD CONDITION.
 HB0240
 HB0240                          STATION RECOVERY (2003)
 HB0240
 HB0240'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HB0240'RECOVERED AS DESCRIBED.
 HB0240' 
 HB0240'PHONE AREA CODE HAS CHANGED, AIRPORT MANAGER PHONE NUMBER IS NOW
 HB0240'270-362-4271.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0181 ***********************************************************************
 HB0181  DESIGNATION -  E 391
 HB0181  PID         -  HB0181
 HB0181  STATE/COUNTY-  KY/LYON
 HB0181  USGS QUAD   -  EDDYVILLE (1973)
 HB0181
 HB0181                         *CURRENT SURVEY CONTROL
 HB0181  ___________________________________________________________________
 HB0181* NAD 83(1986)-  37 06 04.     (N)    088 03 00.     (W)     SCALED    
 HB0181* NAVD 88     -       166.162  (meters)     545.15   (feet)  ADJUSTED  
 HB0181  ___________________________________________________________________
 HB0181  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HB0181  DYNAMIC HT  -         166.037 (meters)     544.74  (feet)  COMP
 HB0181  MODELED GRAV-     979,873.8   (mgal)                       NAVD 88
 HB0181
 HB0181  VERT ORDER  -  FIRST     CLASS I
 HB0181
 HB0181.The horizontal coordinates were scaled from a topographic map and have
 HB0181.an estimated accuracy of +/- 6 seconds.
 HB0181
 HB0181.The orthometric height was determined by differential leveling
 HB0181.and adjusted by the National Geodetic Survey in June 1991..
 HB0181
 HB0181.The geoid height was determined by GEOID03.
 HB0181
 HB0181.The dynamic height is computed by dividing the NAVD 88
 HB0181.geopotential number by the normal gravity value computed on the
 HB0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0181.degrees latitude (g = 980.6199 gals.).
 HB0181
 HB0181.The modeled gravity was interpolated from observed gravity values.
 HB0181
 HB0181;                    North         East    Units  Estimated Accuracy
 HB0181;SPC KY1Z     - 1,087,730.    1,295,570.      MT  (+/- 180 meters Scaled)
 HB0181
 HB0181                          SUPERSEDED SURVEY CONTROL
 HB0181
 HB0181  NGVD 29 (??/??/??)  166.224  (m)          545.35   (f) ADJUSTED    1 1
 HB0181
 HB0181.Superseded values are not recommended for survey control.
 HB0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0181.See file dsdata.txt to determine how the superseded data were derived.
 HB0181
 HB0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG066066(NAD 83)
 HB0181_MARKER: DB = BENCH MARK DISK
 HB0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0181_STAMPING: E 391 1968
 HB0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0181+STABILITY: SURFACE MOTION
 HB0181
 HB0181  HISTORY     - Date     Condition        Report By
 HB0181  HISTORY     - 1968     MONUMENTED       CGS
 HB0181
 HB0181                          STATION DESCRIPTION
 HB0181
 HB0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0181'2.2 MI NE FROM EDDYVILLE.
 HB0181'ABOUT 0.1 MILE SOUTHEAST ALONG EAST MAIN STREET FROM THE POST
 HB0181'OFFICE AT EDDYVILLE, THENCE 1.35 MILES NORTHEAST ALONG U.S. HIGHWAYS
 HB0181'62 AND 641, THENCE 0.8 MILE EAST ALONG U.S. HIGHWAY 62, AT THE
 HB0181'NORTHEAST CORNER OF THE PROVIDENCE CEMETERY, 71 FEET SOUTH OF THE
 HB0181'CENTERLINE OF THE HIGHWAY, 38 1/2 FEET NORTHEAST OF A HEADSTONE
 HB0181'WHICH READS J.W. BRUCE 1859-1928, 5 FEET NORTHEAST OF A CORNER
 HB0181'FENCE POST, 28 FEET EAST OF A 24-INCH HARDWOOD TREE, 1 FOOT NORTH
 HB0181'OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 HB0181'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HB0181'POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1229 ***********************************************************************
 GC1229  DESIGNATION -  E 392
 GC1229  PID         -  GC1229
 GC1229  STATE/COUNTY-  KY/CHRISTIAN
 GC1229  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1229
 GC1229                         *CURRENT SURVEY CONTROL
 GC1229  ___________________________________________________________________
 GC1229* NAD 83(1986)-  36 51 12.     (N)    087 24 43.     (W)     SCALED    
 GC1229* NAVD 88     -       174.508  (meters)     572.53   (feet)  ADJUSTED  
 GC1229  ___________________________________________________________________
 GC1229  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC1229  DYNAMIC HT  -         174.371 (meters)     572.08  (feet)  COMP
 GC1229  MODELED GRAV-     979,839.7   (mgal)                       NAVD 88
 GC1229
 GC1229  VERT ORDER  -  FIRST     CLASS I
 GC1229
 GC1229.The horizontal coordinates were scaled from a topographic map and have
 GC1229.an estimated accuracy of +/- 6 seconds.
 GC1229
 GC1229.The orthometric height was determined by differential leveling
 GC1229.and adjusted by the National Geodetic Survey in June 1991..
 GC1229
 GC1229.The geoid height was determined by GEOID03.
 GC1229
 GC1229.The dynamic height is computed by dividing the NAVD 88
 GC1229.geopotential number by the normal gravity value computed on the
 GC1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1229.degrees latitude (g = 980.6199 gals.).
 GC1229
 GC1229.The modeled gravity was interpolated from observed gravity values.
 GC1229
 GC1229;                    North         East    Units  Estimated Accuracy
 GC1229;SPC KY1Z     - 1,059,030.    1,351,780.      MT  (+/- 180 meters Scaled)
 GC1229
 GC1229                          SUPERSEDED SURVEY CONTROL
 GC1229
 GC1229  NGVD 29 (??/??/92)  174.579  (m)          572.76   (f) ADJ UNCH    1 1
 GC1229
 GC1229.Superseded values are not recommended for survey control.
 GC1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1229.See file dsdata.txt to determine how the superseded data were derived.
 GC1229
 GC1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF632786(NAD 83)
 GC1229_MARKER: DB = BENCH MARK DISK
 GC1229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1229_SP_SET: CULVERT
 GC1229_STAMPING: E 392 1968
 GC1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC1229+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2002
 GC1229
 GC1229  HISTORY     - Date     Condition        Report By
 GC1229  HISTORY     - 1968     MONUMENTED       CGS
 GC1229  HISTORY     - 20020702 GOOD             KYDT
 GC1229
 GC1229                          STATION DESCRIPTION
 GC1229
 GC1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1229'4.5 MI E FROM HOPKINSVILLE.
 GC1229'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1229'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE
 GC1229'EAST ALONG EAST 9TH STREET WHICH IS U.S. HIGHWAY 41 AND 68 AND
 GC1229'STATE HIGHWAY 80 AND 109, THENCE 3.8 MILES EAST ALONG U.S.
 GC1229'HIGHWAY 68 AND STATE HIGHWAY 80, 0.1 MILE SOUTHEAST AND ACROSS
 GC1229'THE HIGHWAY FROM A BRICK HOUSE, 27 FEET SOUTH OF THE CENTERLINE
 GC1229'OF THE HIGHWAY, SET IN THE TOP OF A 2 1/2 X 9-FOOT LIMESTONE
 GC1229'OUTCROP WHICH PROJECTS 6 INCHES, 107 FEET WEST OF THE WEST END
 GC1229'OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 GC1229'67 1/2 FEET WEST OF A POWER POLE, 5 FEET NORTH OF A FENCE, 1.4
 GC1229'FEET EAST OF A METAL WITNESS POST, AND ABOUT 2 1/2 FEET BELOW
 GC1229'THE LEVEL OF THE HIGHWAY.
 GC1229
 GC1229                          STATION RECOVERY (2002)
 GC1229
 GC1229'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GC1229'MARK IS ON PORTION OF OLD US 68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0614 ***********************************************************************
 GD0614  DESIGNATION -  E 394
 GD0614  PID         -  GD0614
 GD0614  STATE/COUNTY-  KY/HICKMAN
 GD0614  USGS QUAD   -  OAKTON (1982)
 GD0614
 GD0614                         *CURRENT SURVEY CONTROL
 GD0614  ___________________________________________________________________
 GD0614* NAD 83(1986)-  36 43 33.     (N)    089 00 00.     (W)     SCALED    
 GD0614* NAVD 88     -       102.333  (meters)     335.74   (feet)  ADJUSTED  
 GD0614  ___________________________________________________________________
 GD0614  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GD0614  DYNAMIC HT  -         102.254 (meters)     335.48  (feet)  COMP
 GD0614  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 GD0614
 GD0614  VERT ORDER  -  FIRST     CLASS I
 GD0614
 GD0614.The horizontal coordinates were scaled from a topographic map and have
 GD0614.an estimated accuracy of +/- 6 seconds.
 GD0614
 GD0614.The orthometric height was determined by differential leveling
 GD0614.and adjusted by the National Geodetic Survey in June 1991..
 GD0614
 GD0614.The geoid height was determined by GEOID03.
 GD0614
 GD0614.The dynamic height is computed by dividing the NAVD 88
 GD0614.geopotential number by the normal gravity value computed on the
 GD0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0614.degrees latitude (g = 980.6199 gals.).
 GD0614
 GD0614.The modeled gravity was interpolated from observed gravity values.
 GD0614
 GD0614;                    North         East    Units  Estimated Accuracy
 GD0614;SPC KY1Z     - 1,048,620.    1,209,710.      MT  (+/- 180 meters Scaled)
 GD0614
 GD0614                          SUPERSEDED SURVEY CONTROL
 GD0614
 GD0614  NGVD 29 (??/??/??)  102.244  (m)          335.45   (f) ADJUSTED    1 1
 GD0614
 GD0614.Superseded values are not recommended for survey control.
 GD0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0614.See file dsdata.txt to determine how the superseded data were derived.
 GD0614
 GD0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF214663(NAD 83)
 GD0614_MARKER: DB = BENCH MARK DISK
 GD0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0614_SP_SET: BRIDGE
 GD0614_STAMPING: E 394 1974
 GD0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0614+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 GD0614
 GD0614  HISTORY     - Date     Condition        Report By
 GD0614  HISTORY     - 1974     MONUMENTED       NGS
 GD0614  HISTORY     - 20020816 GOOD             USACE
 GD0614
 GD0614                          STATION DESCRIPTION
 GD0614
 GD0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0614'4.4 MI S FROM ARLINGTON.
 GD0614'ABOUT 4.4 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE INTERSECTION
 GD0614'WITH STATE HIGHWAY 80 AT ARLINGTON, AT THE SOUTHWEST CORNER OF A
 GD0614'SMALL CONCRETE BRIDGE OVER OBION BRUSH CREEK, ALSO, 4.25 MILE NORTH OF
 GD0614'THE FEDERAL BUILDING AND POST OFFICE AT CLINTON, 14 FEET WEST OF
 GD0614'THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT WEST OF THE SOUTH END
 GD0614'OF CONCRETE HEADWALL SUPPORTING A STEEL GUARD RAILING, SET IN TOP
 GD0614'OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT AND 1/2 FOOT ABOVE
 GD0614'HIGHWAY.
 GD0614
 GD0614                          STATION RECOVERY (2002)
 GD0614
 GD0614'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0839 ***********************************************************************
 HA0839  DESIGNATION -  E 40
 HA0839  PID         -  HA0839
 HA0839  STATE/COUNTY-  KY/WEBSTER
 HA0839  USGS QUAD   -  PROVIDENCE (1954)
 HA0839
 HA0839                         *CURRENT SURVEY CONTROL
 HA0839  ___________________________________________________________________
 HA0839* NAD 83(1986)-  37 27 51.     (N)    087 51 07.     (W)     SCALED    
 HA0839* NAVD 88     -       109.533  (meters)     359.36   (feet)  ADJUSTED  
 HA0839  ___________________________________________________________________
 HA0839  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HA0839  DYNAMIC HT  -         109.454 (meters)     359.10  (feet)  COMP
 HA0839  MODELED GRAV-     979,904.3   (mgal)                       NAVD 88
 HA0839
 HA0839  VERT ORDER  -  SECOND    CLASS 0
 HA0839
 HA0839.The horizontal coordinates were scaled from a topographic map and have
 HA0839.an estimated accuracy of +/- 6 seconds.
 HA0839
 HA0839.The orthometric height was determined by differential leveling
 HA0839.and adjusted by the National Geodetic Survey in June 1991..
 HA0839
 HA0839.The geoid height was determined by GEOID03.
 HA0839
 HA0839.The dynamic height is computed by dividing the NAVD 88
 HA0839.geopotential number by the normal gravity value computed on the
 HA0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0839.degrees latitude (g = 980.6199 gals.).
 HA0839
 HA0839.The modeled gravity was interpolated from observed gravity values.
 HA0839
 HA0839;                    North         East    Units  Estimated Accuracy
 HA0839;SPC KY1Z     - 1,127,600.    1,314,070.      MT  (+/- 180 meters Scaled)
 HA0839
 HA0839                          SUPERSEDED SURVEY CONTROL
 HA0839
 HA0839  NGVD 29 (??/??/92)  109.630  (m)          359.68   (f) ADJ UNCH    2 0
 HA0839
 HA0839.Superseded values are not recommended for survey control.
 HA0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0839.See file dsdata.txt to determine how the superseded data were derived.
 HA0839
 HA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG246467(NAD 83)
 HA0839_MARKER: DB = BENCH MARK DISK
 HA0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0839_STAMPING: E 40 1934
 HA0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0839+STABILITY: SURFACE MOTION
 HA0839
 HA0839  HISTORY     - Date     Condition        Report By
 HA0839  HISTORY     - 1934     MONUMENTED       CGS
 HA0839  HISTORY     - 1952     MARK NOT FOUND   USGS
 HA0839  HISTORY     - 1954     MARK NOT FOUND   NGS
 HA0839
 HA0839                          STATION DESCRIPTION
 HA0839
 HA0839'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HA0839'2 MI SE FROM WHEATCROFT.
 HA0839'2.0 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0839'STATION AT WHEATCROFT, WEBSTER COUNTY, 40 YARDS NORTH OF THE
 HA0839'NORTH SIDE OF THE STATION AT FARIMONT, 25 FEET SOUTHEAST OF
 HA0839'MILEPOST W 2, 27 FEET WEST OF THE CENTERLINE OF A DIRT ROAD,
 HA0839'20.5 FEET EAST OF THE EAST RAIL, AND LEVEL WITH THE TRACK.  A
 HA0839'STANDARD DISK, STAMPED E 40 1934 AND SET IN THE TOP OF A CONCRETE
 HA0839'POST.  NOTE-- DRAINAGE DITCHES WERE GRADED OUT ALONG THE RAILROAD
 HA0839'AND THE ROAD.
 HA0839
 HA0839                          STATION RECOVERY (1954)
 HA0839
 HA0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 HA0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2039 ***********************************************************************
 GC2039  DESIGNATION -  E 400
 GC2039  PID         -  GC2039
 GC2039  STATE/COUNTY-  KY/TODD
 GC2039  USGS QUAD   -  GUTHRIE (1983)
 GC2039
 GC2039                         *CURRENT SURVEY CONTROL
 GC2039  ___________________________________________________________________
 GC2039* NAD 83(1986)-  36 38 47.     (N)    087 11 13.     (W)     SCALED    
 GC2039* NAVD 88     -       160.868  (meters)     527.78   (feet)  ADJUSTED  
 GC2039  ___________________________________________________________________
 GC2039  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC2039  DYNAMIC HT  -         160.739 (meters)     527.36  (feet)  COMP
 GC2039  MODELED GRAV-     979,827.5   (mgal)                       NAVD 88
 GC2039
 GC2039  VERT ORDER  -  FIRST     CLASS II
 GC2039
 GC2039.The horizontal coordinates were scaled from a topographic map and have
 GC2039.an estimated accuracy of +/- 6 seconds.
 GC2039
 GC2039.The orthometric height was determined by differential leveling
 GC2039.and adjusted by the National Geodetic Survey in June 1991..
 GC2039
 GC2039.The geoid height was determined by GEOID03.
 GC2039
 GC2039.The dynamic height is computed by dividing the NAVD 88
 GC2039.geopotential number by the normal gravity value computed on the
 GC2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2039.degrees latitude (g = 980.6199 gals.).
 GC2039
 GC2039.The modeled gravity was interpolated from observed gravity values.
 GC2039
 GC2039;                    North         East    Units  Estimated Accuracy
 GC2039;SPC KY1Z     - 1,035,740.    1,371,490.      MT  (+/- 180 meters Scaled)
 GC2039
 GC2039                          SUPERSEDED SURVEY CONTROL
 GC2039
 GC2039.No superseded survey control is available for this station.
 GC2039
 GC2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF832556(NAD 83)
 GC2039_MARKER: I = METAL ROD
 GC2039_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2039_SP_SET: STAINLESS STEEL ROD
 GC2039_STAMPING: E 400 1984
 GC2039_MARK LOGO: NGS   
 GC2039_PROJECTION: RECESSED 3 CENTIMETERS
 GC2039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2039_ROD/PIPE-DEPTH: 13.4 meters
 GC2039
 GC2039  HISTORY     - Date     Condition        Report By
 GC2039  HISTORY     - 1984     MONUMENTED       NGS
 GC2039  HISTORY     - 19990614 GOOD             KYDT
 GC2039
 GC2039                          STATION DESCRIPTION
 GC2039
 GC2039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2039'1.8 KM (1.15 MI) WEST FROM GUTHRIE.
 GC2039'1.8 KM (1.15 MI) WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 GC2039'GUTHRIE TO THE MARK ON THE LEFT, 0.9 KM (0.55 MI) EAST ALONG U.S.
 GC2039'HIGHWAY 41 FROM THE JUNCTION OF U.S. HIGHWAY 79, 9.30 METERS (30.5 FT)
 GC2039'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17.13 METERS (56.2 FT)
 GC2039'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A ONE LEVEL BRICK HOUSE,
 GC2039'3.93 METERS (12.9 FT) WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY,
 GC2039'2.83 METERS (9.3 FT) SOUTH OF THE WEST END OF A METAL PIPE CULVERT
 GC2039'UNDER THE DRIVEWAY, AND 1.34 METERS (4.4 FT) SOUTHEAST OF A POWERLINE
 GC2039'POLE WITH A TRANSFORMER AND 3 GUY WIRES.
 GC2039'THE MARK IS 1.34 METERS  SE FROM A WITNESS POST.
 GC2039'THE MARK IS 0.61 M BELOW HIGHWAY.
 GC2039
 GC2039                          STATION RECOVERY (1999)
 GC2039
 GC2039'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GC2039'MARK IS ABOUT 43 YARDS WEST OF CENTERLINE OF CYPRESS LANE, 2.3 FEET
 GC2039'SOUTHEAST OF A POWER POLE W/TRANSFORMER AND 2 GUY WIRES AND BURIED 0.3
 GC2039'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2176 ***********************************************************************
 HY2176  DESIGNATION -  E 402
 HY2176  PID         -  HY2176
 HY2176  STATE/COUNTY-  KY/GREENUP
 HY2176  USGS QUAD   -  GREENUP (1985)
 HY2176
 HY2176                         *CURRENT SURVEY CONTROL
 HY2176  ___________________________________________________________________
 HY2176* NAD 83(1986)-  38 34 42.     (N)    082 50 12.     (W)     SCALED    
 HY2176* NAVD 88     -       164.239  (meters)     538.84   (feet)  ADJUSTED  
 HY2176  ___________________________________________________________________
 HY2176  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HY2176  DYNAMIC HT  -         164.135 (meters)     538.50  (feet)  COMP
 HY2176  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 HY2176
 HY2176  VERT ORDER  -  FIRST     CLASS II
 HY2176
 HY2176.The horizontal coordinates were scaled from a topographic map and have
 HY2176.an estimated accuracy of +/- 6 seconds.
 HY2176
 HY2176.The orthometric height was determined by differential leveling
 HY2176.and adjusted by the National Geodetic Survey in June 1991..
 HY2176
 HY2176.The geoid height was determined by GEOID03.
 HY2176
 HY2176.The dynamic height is computed by dividing the NAVD 88
 HY2176.geopotential number by the normal gravity value computed on the
 HY2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2176.degrees latitude (g = 980.6199 gals.).
 HY2176
 HY2176.The modeled gravity was interpolated from observed gravity values.
 HY2176
 HY2176;                    North         East    Units  Estimated Accuracy
 HY2176;SPC KY1Z     - 1,253,130.    1,753,820.      MT  (+/- 180 meters Scaled)
 HY2176
 HY2176                          SUPERSEDED SURVEY CONTROL
 HY2176
 HY2176.No superseded survey control is available for this station.
 HY2176
 HY2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC400715(NAD 83)
 HY2176_MARKER: DB = BENCH MARK DISK
 HY2176_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HY2176_SP_SET: FOUNDATION
 HY2176_STAMPING: E 402 1984
 HY2176_MARK LOGO: NGS   
 HY2176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2176+STABILITY: POSITION/ELEVATION WELL
 HY2176
 HY2176  HISTORY     - Date     Condition        Report By
 HY2176  HISTORY     - 1984     MONUMENTED       NGS
 HY2176
 HY2176                          STATION DESCRIPTION
 HY2176
 HY2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2176'IN GREENUP.
 HY2176'IN GREENUP, ALONG WASHINGTON STREET, IN TOP OF THE LOADING DOCK, AT
 HY2176'THE NORTH CORNER OF THE COURTHOUSE, 10.36 METERS (34.0 FT) SOUTHEAST
 HY2176'OF THE CENTER OF THE STREET, 7.22 METERS (23.7 FT) SOUTHWEST OF THE
 HY2176'NORTH CORNER OF THE BUILDING, 0.24 METER (0.8 FT) NORTHWEST OF THE
 HY2176'NORTHWEST FACE OF THE BUILDING.
 HY2176'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2648 ***********************************************************************
 GZ2648  DESIGNATION -  E 403
 GZ2648  PID         -  GZ2648
 GZ2648  STATE/COUNTY-  KY/LINCOLN
 GZ2648  USGS QUAD   -  STANFORD (1979)
 GZ2648
 GZ2648                         *CURRENT SURVEY CONTROL
 GZ2648  ___________________________________________________________________
 GZ2648* NAD 83(1986)-  37 33 49.     (N)    084 41 06.     (W)     SCALED    
 GZ2648* NAVD 88     -       300.384  (meters)     985.51   (feet)  ADJUSTED  
 GZ2648  ___________________________________________________________________
 GZ2648  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GZ2648  DYNAMIC HT  -         300.153 (meters)     984.75  (feet)  COMP
 GZ2648  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 GZ2648
 GZ2648  VERT ORDER  -  FIRST     CLASS II
 GZ2648
 GZ2648.The horizontal coordinates were scaled from a topographic map and have
 GZ2648.an estimated accuracy of +/- 6 seconds.
 GZ2648
 GZ2648.The orthometric height was determined by differential leveling
 GZ2648.and adjusted by the National Geodetic Survey in June 1991..
 GZ2648
 GZ2648.The geoid height was determined by GEOID03.
 GZ2648
 GZ2648.The dynamic height is computed by dividing the NAVD 88
 GZ2648.geopotential number by the normal gravity value computed on the
 GZ2648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2648.degrees latitude (g = 980.6199 gals.).
 GZ2648
 GZ2648.The modeled gravity was interpolated from observed gravity values.
 GZ2648
 GZ2648;                    North         East    Units  Estimated Accuracy
 GZ2648;SPC KY1Z     - 1,137,080.    1,594,080.      MT  (+/- 180 meters Scaled)
 GZ2648
 GZ2648                          SUPERSEDED SURVEY CONTROL
 GZ2648
 GZ2648.No superseded survey control is available for this station.
 GZ2648
 GZ2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG044599(NAD 83)
 GZ2648_MARKER: DB = BENCH MARK DISK
 GZ2648_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2648_SP_SET: ROCK OUTCROP
 GZ2648_STAMPING: E 403 1985
 GZ2648_MARK LOGO: NGS   
 GZ2648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2648+STABILITY: POSITION/ELEVATION WELL
 GZ2648
 GZ2648  HISTORY     - Date     Condition        Report By
 GZ2648  HISTORY     - 1985     MONUMENTED       NGS
 GZ2648
 GZ2648                          STATION DESCRIPTION
 GZ2648
 GZ2648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2648'4.3 KM (2.7 MI) NW FROM STANFORD.
 GZ2648'4.3 KM (2.7 MI) NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE JUNCTION OF
 GZ2648'U.S. HIGHWAY 27 IN STANFORD TO THE MARK ON THE LEFT IN TOP OF A ROCK
 GZ2648'CUT.  IT IS 11.73 METERS (38.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 GZ2648'SOUTHEAST BOUND LANE OF U.S. HIGHWAY 150, 37.18 METERS (122.0 FT)
 GZ2648'NORTHWEST OF THE CENTER OF A PAVED ROAD LEADING SOUTHWEST AND 7.46
 GZ2648'METERS (24.5 FT) NORTHEAST OF A WIRE FENCE.
 GZ2648'THE MARK IS 0.18 METERS  NW FROM  A WITNESS POST
 GZ2648'THE MARK IS 1.82 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1267 ***********************************************************************
 HA1267  DESIGNATION -  E 405
 HA1267  PID         -  HA1267
 HA1267  STATE/COUNTY-  KY/UNION
 HA1267  USGS QUAD   -  MORGANFIELD (1969)
 HA1267
 HA1267                         *CURRENT SURVEY CONTROL
 HA1267  ___________________________________________________________________
 HA1267* NAD 83(1986)-  37 38 48.     (N)    087 56 48.     (W)     SCALED    
 HA1267* NAVD 88     -       119.943  (meters)     393.51   (feet)  ADJUSTED  
 HA1267  ___________________________________________________________________
 HA1267  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 HA1267  DYNAMIC HT  -         119.858 (meters)     393.23  (feet)  COMP
 HA1267  MODELED GRAV-     979,923.8   (mgal)                       NAVD 88
 HA1267
 HA1267  VERT ORDER  -  FIRST     CLASS II
 HA1267
 HA1267.The horizontal coordinates were scaled from a topographic map and have
 HA1267.an estimated accuracy of +/- 6 seconds.
 HA1267
 HA1267.The orthometric height was determined by differential leveling
 HA1267.and adjusted by the National Geodetic Survey in June 1991..
 HA1267
 HA1267.The geoid height was determined by GEOID03.
 HA1267
 HA1267.The dynamic height is computed by dividing the NAVD 88
 HA1267.geopotential number by the normal gravity value computed on the
 HA1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1267.degrees latitude (g = 980.6199 gals.).
 HA1267
 HA1267.The modeled gravity was interpolated from observed gravity values.
 HA1267
 HA1267;                    North         East    Units  Estimated Accuracy
 HA1267;SPC KY1Z     - 1,148,040.    1,306,170.      MT  (+/- 180 meters Scaled)
 HA1267
 HA1267                          SUPERSEDED SURVEY CONTROL
 HA1267
 HA1267.No superseded survey control is available for this station.
 HA1267
 HA1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG164670(NAD 83)
 HA1267_MARKER: I = METAL ROD
 HA1267_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1267_SP_SET: STAINLESS STEEL ROD
 HA1267_STAMPING: E 405 1986
 HA1267_MARK LOGO: NGS   
 HA1267_PROJECTION: FLUSH
 HA1267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1267+STABILITY: POSITION/ELEVATION WELL
 HA1267_ROD/PIPE-DEPTH: 7.8  meters
 HA1267
 HA1267  HISTORY     - Date     Condition        Report By
 HA1267  HISTORY     - 1986     MONUMENTED       NGS
 HA1267
 HA1267                          STATION DESCRIPTION
 HA1267
 HA1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1267'12.2 KM (7.6 MI) NE FROM STURGIS.
 HA1267'12.2 KM (7.6 FT) NORTHEASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HA1267'WITH STATE HIGHWAY 109 IN STURGIS, 0.2 KM (0.1 MI) SOUTH OF THE
 HA1267'JUNCTION OF STATE HIGHWAY 492. 25.6 M (84.0 FT) EAST OF THE CENTERLINE
 HA1267'OF THE HIGHWAY, AND 6.5 M (21.3 FT) NORTH OF THE CENTER OF A FIELD
 HA1267'ENTRANCE AND GATE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HA1267'5-INCH LOGO CAP.
 HA1267'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HA1267'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1299 ***********************************************************************
 HA1299  DESIGNATION -  E 406
 HA1299  PID         -  HA1299
 HA1299  STATE/COUNTY-  KY/HENDERSON
 HA1299  USGS QUAD   -  HENDERSON (1993)
 HA1299
 HA1299                         *CURRENT SURVEY CONTROL
 HA1299  ___________________________________________________________________
 HA1299* NAD 83(1986)-  37 51 09.     (N)    087 34 49.     (W)     SCALED    
 HA1299* NAVD 88     -       130.071  (meters)     426.74   (feet)  ADJUSTED  
 HA1299  ___________________________________________________________________
 HA1299  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HA1299  DYNAMIC HT  -         129.982 (meters)     426.45  (feet)  COMP
 HA1299  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HA1299
 HA1299  VERT ORDER  -  FIRST     CLASS II
 HA1299
 HA1299.The horizontal coordinates were scaled from a topographic map and have
 HA1299.an estimated accuracy of +/- 6 seconds.
 HA1299
 HA1299.The orthometric height was determined by differential leveling
 HA1299.and adjusted by the National Geodetic Survey in June 1991..
 HA1299
 HA1299.The geoid height was determined by GEOID03.
 HA1299
 HA1299.The dynamic height is computed by dividing the NAVD 88
 HA1299.geopotential number by the normal gravity value computed on the
 HA1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1299.degrees latitude (g = 980.6199 gals.).
 HA1299
 HA1299.The modeled gravity was interpolated from observed gravity values.
 HA1299
 HA1299;                    North         East    Units  Estimated Accuracy
 HA1299;SPC KY1Z     - 1,170,180.    1,338,950.      MT  (+/- 180 meters Scaled)
 HA1299
 HA1299                          SUPERSEDED SURVEY CONTROL
 HA1299
 HA1299.No superseded survey control is available for this station.
 HA1299
 HA1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG489896(NAD 83)
 HA1299_MARKER: I = METAL ROD
 HA1299_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1299_SP_SET: STAINLESS STEEL ROD
 HA1299_STAMPING: E 406 1986
 HA1299_MARK LOGO: NGS   
 HA1299_PROJECTION: RECESSED 2 CENTIMETERS
 HA1299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1299+STABILITY: POSITION/ELEVATION WELL
 HA1299_ROD/PIPE-DEPTH: 16.5 meters
 HA1299
 HA1299  HISTORY     - Date     Condition        Report By
 HA1299  HISTORY     - 1986     MONUMENTED       NGS
 HA1299
 HA1299                          STATION DESCRIPTION
 HA1299
 HA1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1299'IN HENDERSON.
 HA1299'IN HENDERSON, AT THE INTERSECTION OF NORTH GREEN AND 12TH STREETS,
 HA1299'10.9 M (35.8 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND
 HA1299'LANES OF NORTH GREEN STREET, 7.4 M (24.3 FT) NORTH-NORTHEAST OF THE
 HA1299'CENTER OF 12TH STREET, 1.2 M (3.9 FT) NORTH OF A CURB, 0.7 M (2.3 FT)
 HA1299'NORTHWEST OF A UTILITY POLE, AND 0.6 M (2.0 FT) SOUTH OF THE SOUTH
 HA1299'EDGE OF A SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HA1299'5-INCH LOGO CAP.
 HA1299'THE MARK IS 0.2 M ABOVE 12TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1420 ***********************************************************************
 HB1420  DESIGNATION -  E 407
 HB1420  PID         -  HB1420
 HB1420  STATE/COUNTY-  KY/CALDWELL
 HB1420  USGS QUAD   -  FREDONIA (1954)
 HB1420
 HB1420                         *CURRENT SURVEY CONTROL
 HB1420  ___________________________________________________________________
 HB1420* NAD 83(1986)-  37 11 58.     (N)    088 02 17.     (W)     SCALED    
 HB1420* NAVD 88     -       134.853  (meters)     442.43   (feet)  ADJUSTED  
 HB1420  ___________________________________________________________________
 HB1420  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HB1420  DYNAMIC HT  -         134.752 (meters)     442.10  (feet)  COMP
 HB1420  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 HB1420
 HB1420  VERT ORDER  -  FIRST     CLASS II
 HB1420
 HB1420.The horizontal coordinates were scaled from a topographic map and have
 HB1420.an estimated accuracy of +/- 6 seconds.
 HB1420
 HB1420.The orthometric height was determined by differential leveling
 HB1420.and adjusted by the National Geodetic Survey in June 1991..
 HB1420
 HB1420.The geoid height was determined by GEOID03.
 HB1420
 HB1420.The dynamic height is computed by dividing the NAVD 88
 HB1420.geopotential number by the normal gravity value computed on the
 HB1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1420.degrees latitude (g = 980.6199 gals.).
 HB1420
 HB1420.The modeled gravity was interpolated from observed gravity values.
 HB1420
 HB1420;                    North         East    Units  Estimated Accuracy
 HB1420;SPC KY1Z     - 1,098,620.    1,296,900.      MT  (+/- 180 meters Scaled)
 HB1420
 HB1420                          SUPERSEDED SURVEY CONTROL
 HB1420
 HB1420.No superseded survey control is available for this station.
 HB1420
 HB1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG078175(NAD 83)
 HB1420_MARKER: I = METAL ROD
 HB1420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1420_SP_SET: STAINLESS STEEL ROD
 HB1420_STAMPING: E 407 1986
 HB1420_MARK LOGO: NGS   
 HB1420_PROJECTION: RECESSED 2 CENTIMETERS
 HB1420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1420+STABILITY: POSITION/ELEVATION WELL
 HB1420_ROD/PIPE-DEPTH: 4.5  meters
 HB1420
 HB1420  HISTORY     - Date     Condition        Report By
 HB1420  HISTORY     - 1986     MONUMENTED       NGS
 HB1420  HISTORY     - 20020505 GOOD             WOOLPT
 HB1420
 HB1420                          STATION DESCRIPTION
 HB1420
 HB1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HB1420'2.1 KM (1.3 MI) SE FROM FREDONIA.
 HB1420'2.1 KM (1.3 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 91 FROM ITS JUNCTION
 HB1420'WITH U.S. HIGHWAY 641 IN FREDONIA, 9.2 M (30.2 FT) NORTHEAST OF THE
 HB1420'CENTERLINE OF THE HIGHWAY, 4.4 M (14.4 FT) SOUTHEAST OF THE CENTER OF
 HB1420'A TRACK ROAD, AND 0.9 M (3.0 FT) SOUTHEAST OF A FENCE CORNER.
 HB1420'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HB1420'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 HB1420'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HB1420
 HB1420                          STATION RECOVERY (2002)
 HB1420
 HB1420'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002
 HB1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1953 ***********************************************************************
 HZ1953  DESIGNATION -  E 408
 HZ1953  PID         -  HZ1953
 HZ1953  STATE/COUNTY-  KY/KENTON
 HZ1953  USGS QUAD   -  WALTON (1984)
 HZ1953
 HZ1953                         *CURRENT SURVEY CONTROL
 HZ1953  ___________________________________________________________________
 HZ1953* NAD 83(1986)-  38 50 38.     (N)    084 35 45.     (W)     SCALED    
 HZ1953* NAVD 88     -       278.301  (meters)     913.06   (feet)  ADJUSTED  
 HZ1953  ___________________________________________________________________
 HZ1953  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ1953  DYNAMIC HT  -         278.122 (meters)     912.47  (feet)  COMP
 HZ1953  MODELED GRAV-     979,976.1   (mgal)                       NAVD 88
 HZ1953
 HZ1953  VERT ORDER  -  FIRST     CLASS II
 HZ1953
 HZ1953.The horizontal coordinates were scaled from a topographic map and have
 HZ1953.an estimated accuracy of +/- 6 seconds.
 HZ1953
 HZ1953.The orthometric height was determined by differential leveling
 HZ1953.and adjusted by the National Geodetic Survey in June 1991..
 HZ1953
 HZ1953.The geoid height was determined by GEOID03.
 HZ1953
 HZ1953.The dynamic height is computed by dividing the NAVD 88
 HZ1953.geopotential number by the normal gravity value computed on the
 HZ1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1953.degrees latitude (g = 980.6199 gals.).
 HZ1953
 HZ1953.The modeled gravity was interpolated from observed gravity values.
 HZ1953
 HZ1953;                    North         East    Units  Estimated Accuracy
 HZ1953;SPC KY1Z     - 1,279,260.    1,600,200.      MT  (+/- 180 meters Scaled)
 HZ1953
 HZ1953                          SUPERSEDED SURVEY CONTROL
 HZ1953
 HZ1953.No superseded survey control is available for this station.
 HZ1953
 HZ1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ086022(NAD 83)
 HZ1953_MARKER: I = METAL ROD
 HZ1953_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ1953_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ1953_STAMPING: E 408 1985
 HZ1953_MARK LOGO: NGS   
 HZ1953_PROJECTION: FLUSH
 HZ1953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1953+STABILITY: POSITION/ELEVATION WELL
 HZ1953_ROD/PIPE-DEPTH: 6.4  meters
 HZ1953_SLEEVE-DEPTH  : 6.1 meters
 HZ1953
 HZ1953  HISTORY     - Date     Condition        Report By
 HZ1953  HISTORY     - 1985     MONUMENTED       NGS
 HZ1953
 HZ1953                          STATION DESCRIPTION
 HZ1953
 HZ1953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HZ1953'2.3 KM (1.4 MI) SE FROM WALTON.
 HZ1953'2.3 KM (1.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 25 FROM THE JUNCTION OF
 HZ1953'STATE HIGHWAYS 14 AND 16 IN THE SOUTH SECTION OF WALTON TO THE MARK ON
 HZ1953'THE RIGHT, AT THE NORTHWEST END OF A CONCRETE BLOCK BUILDING HOUSEING
 HZ1953'THE BOONE COUNTY FARM SUPPLY, 3.23 METERS (10.6 FT) SOUTHWEST OF THE
 HZ1953'NORTHEAST CORNER OF THE BUILDING, 1.40 METERS (4.6 FT) NORTHWEST OF
 HZ1953'THE NORTHWEST FACE OF THE BUILDING.  NOTE--ACCESS TO DATUM POINT IS
 HZ1953'HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1982 ***********************************************************************
 HZ1982  DESIGNATION -  E 409
 HZ1982  PID         -  HZ1982
 HZ1982  STATE/COUNTY-  KY/SCOTT
 HZ1982  USGS QUAD   -  DELAPLAIN (1993)
 HZ1982
 HZ1982                         *CURRENT SURVEY CONTROL
 HZ1982  ___________________________________________________________________
 HZ1982* NAD 83(1986)-  38 16 39.     (N)    084 33 39.     (W)     SCALED    
 HZ1982* NAVD 88     -       272.466  (meters)     893.92   (feet)  ADJUSTED  
 HZ1982  ___________________________________________________________________
 HZ1982  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HZ1982  DYNAMIC HT  -         272.270 (meters)     893.27  (feet)  COMP
 HZ1982  MODELED GRAV-     979,903.2   (mgal)                       NAVD 88
 HZ1982
 HZ1982  VERT ORDER  -  FIRST     CLASS II
 HZ1982
 HZ1982.The horizontal coordinates were scaled from a topographic map and have
 HZ1982.an estimated accuracy of +/- 6 seconds.
 HZ1982
 HZ1982.The orthometric height was determined by differential leveling
 HZ1982.and adjusted by the National Geodetic Survey in June 1991..
 HZ1982
 HZ1982.The geoid height was determined by GEOID03.
 HZ1982
 HZ1982.The dynamic height is computed by dividing the NAVD 88
 HZ1982.geopotential number by the normal gravity value computed on the
 HZ1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1982.degrees latitude (g = 980.6199 gals.).
 HZ1982
 HZ1982.The modeled gravity was interpolated from observed gravity values.
 HZ1982
 HZ1982;                    North         East    Units  Estimated Accuracy
 HZ1982;SPC KY1Z     - 1,216,430.    1,604,040.      MT  (+/- 180 meters Scaled)
 HZ1982
 HZ1982                          SUPERSEDED SURVEY CONTROL
 HZ1982
 HZ1982.No superseded survey control is available for this station.
 HZ1982
 HZ1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH133394(NAD 83)
 HZ1982_MARKER: I = METAL ROD
 HZ1982_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HZ1982+WITH SETTING: INFORMATION.
 HZ1982_SP_SET: STAINLESS STEEL ROD
 HZ1982_STAMPING: E 409 1986
 HZ1982_MARK LOGO: NGS   
 HZ1982_PROJECTION: FLUSH
 HZ1982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1982+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2005
 HZ1982_ROD/PIPE-DEPTH: 2.2  meters
 HZ1982
 HZ1982  HISTORY     - Date     Condition        Report By
 HZ1982  HISTORY     - 1986     MONUMENTED       NGS
 HZ1982  HISTORY     - 20050224 GOOD             NGS
 HZ1982
 HZ1982                          STATION DESCRIPTION
 HZ1982
 HZ1982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ1982'8.7 KM (5.4 MI) NORTH FROM GEORGETOWN.
 HZ1982'8.0 KM (5.0 MI) NORTH ALONG U.S. HIGHWAY 25 FROM THE COURTHOUSE IN
 HZ1982'GEORGETOWN, THENCE 0.6 KM (0.4 MI) EAST ALONG STATE HIGHWAY 620 TO THE
 HZ1982'MARK ON THE LEFT, 20.3 METERS (66.7 FT) NORTH OF THE CENTERLINE OF THE
 HZ1982'HIGHWAY, 30.0 METERS (98.5 FT) WEST OF A FENCE CORNER, 0.51 METER
 HZ1982'(1.7 FT) WEST OF A RIGHT-OF-WAY MARKER, 0.39 METER (1.3 FT) SOUTH OF A
 HZ1982'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HZ1982'THE MARK IS 0.36 METERS  E FROM  A WITNESS POST
 HZ1982'THE MARK IS 0.30 M ABOVE HIGHWAY.
 HZ1982
 HZ1982                          STATION RECOVERY (2005)
 HZ1982
 HZ1982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JRM)
 HZ1982'HANDHELD GPS COORDINATES...
 HZ1982'N  38 16 40 ( 38.27775)
 HZ1982'W 084 33 40 (084.56112)
 HZ1982'MARK IS 12.8 METERS (42 FT) NORTH OF HIGHWAY SIGN, 'EAST 620'.
 HZ1982' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0751 ***********************************************************************
 HA0751  DESIGNATION -  E 41
 HA0751  PID         -  HA0751
 HA0751  STATE/COUNTY-  KY/MUHLENBERG
 HA0751  USGS QUAD   -  LIVERMORE (1983)
 HA0751
 HA0751                         *CURRENT SURVEY CONTROL
 HA0751  ___________________________________________________________________
 HA0751* NAD 83(1986)-  37 23 01.     (N)    087 08 38.     (W)     SCALED    
 HA0751* NAVD 88     -       128.309  (meters)     420.96   (feet)  ADJUSTED  
 HA0751  ___________________________________________________________________
 HA0751  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 HA0751  DYNAMIC HT  -         128.214 (meters)     420.65  (feet)  COMP
 HA0751  MODELED GRAV-     979,890.8   (mgal)                       NAVD 88
 HA0751
 HA0751  VERT ORDER  -  SECOND    CLASS 0
 HA0751
 HA0751.The horizontal coordinates were scaled from a topographic map and have
 HA0751.an estimated accuracy of +/- 6 seconds.
 HA0751
 HA0751.The orthometric height was determined by differential leveling
 HA0751.and adjusted by the National Geodetic Survey in June 1991..
 HA0751
 HA0751.The geoid height was determined by GEOID03.
 HA0751
 HA0751.The dynamic height is computed by dividing the NAVD 88
 HA0751.geopotential number by the normal gravity value computed on the
 HA0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0751.degrees latitude (g = 980.6199 gals.).
 HA0751
 HA0751.The modeled gravity was interpolated from observed gravity values.
 HA0751
 HA0751;                    North         East    Units  Estimated Accuracy
 HA0751;SPC KY1Z     - 1,117,490.    1,376,570.      MT  (+/- 180 meters Scaled)
 HA0751
 HA0751                          SUPERSEDED SURVEY CONTROL
 HA0751
 HA0751  NGVD 29 (??/??/92)  128.410  (m)          421.29   (f) ADJ UNCH    2 0
 HA0751
 HA0751.Superseded values are not recommended for survey control.
 HA0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0751.See file dsdata.txt to determine how the superseded data were derived.
 HA0751
 HA0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG872374(NAD 83)
 HA0751_MARKER: DB = BENCH MARK DISK
 HA0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0751_STAMPING: E 41 1934
 HA0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0751+STABILITY: SURFACE MOTION
 HA0751
 HA0751  HISTORY     - Date     Condition        Report By
 HA0751  HISTORY     - 1934     MONUMENTED       CGS
 HA0751  HISTORY     - 1943     GOOD             NGS
 HA0751
 HA0751                          STATION DESCRIPTION
 HA0751
 HA0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0751'AT MOORMAN.
 HA0751'REVISED DESCRIPTION-- AT MOORMAN, MUHLBERG COUNTY, ON THE
 HA0751'LOUISVILLE AND NASHVILLE RAILROAD, 37 FEET SOUTHEAST ACROSS THE
 HA0751'TRACK FROM THE SOUTHEAST CORNER OF THE STATION, IN THE NORTHEAST
 HA0751'ANGLE OF THE CROSSING OF TWO BRANCHES OF THE L AND N R.R., 23.8
 HA0751'FEET NORTH OF THE CENTERLINE OF THE MAIN EAST-AND-WEST TRACK,
 HA0751'15.8 FEET EAST OF THE CENTERLINE OF THE MAIN NORTH-AND-SOUTH
 HA0751'TRACK, 9.7 FEET SOUTHWEST OF THE SOUTHWEST TIP OF A LARGE
 HA0751'SANDSTONE OUTCROP, AND 1.5 FEET WEST OF A WHITE WOODEN WITNESS
 HA0751'POST.  A STANDARD DISK, STAMPED E 41 1934 AND SET IN THE TOP OF
 HA0751'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2673 ***********************************************************************
 GZ2673  DESIGNATION -  E 410
 GZ2673  PID         -  GZ2673
 GZ2673  STATE/COUNTY-  KY/JESSAMINE
 GZ2673  USGS QUAD   -  WILMORE (1979)
 GZ2673
 GZ2673                         *CURRENT SURVEY CONTROL
 GZ2673  ___________________________________________________________________
 GZ2673* NAD 83(1986)-  37 51 50.     (N)    084 39 07.     (W)     SCALED    
 GZ2673* NAVD 88     -       265.855  (meters)     872.23   (feet)  ADJUSTED  
 GZ2673  ___________________________________________________________________
 GZ2673  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GZ2673  DYNAMIC HT  -         265.655 (meters)     871.57  (feet)  COMP
 GZ2673  MODELED GRAV-     979,868.9   (mgal)                       NAVD 88
 GZ2673
 GZ2673  VERT ORDER  -  FIRST     CLASS II
 GZ2673
 GZ2673.The horizontal coordinates were scaled from a topographic map and have
 GZ2673.an estimated accuracy of +/- 6 seconds.
 GZ2673
 GZ2673.The orthometric height was determined by differential leveling
 GZ2673.and adjusted by the National Geodetic Survey in June 1991..
 GZ2673
 GZ2673.The geoid height was determined by GEOID03.
 GZ2673
 GZ2673.The dynamic height is computed by dividing the NAVD 88
 GZ2673.geopotential number by the normal gravity value computed on the
 GZ2673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2673.degrees latitude (g = 980.6199 gals.).
 GZ2673
 GZ2673.The modeled gravity was interpolated from observed gravity values.
 GZ2673
 GZ2673;                    North         East    Units  Estimated Accuracy
 GZ2673;SPC KY1Z     - 1,170,430.    1,596,610.      MT  (+/- 180 meters Scaled)
 GZ2673
 GZ2673                          SUPERSEDED SURVEY CONTROL
 GZ2673
 GZ2673.No superseded survey control is available for this station.
 GZ2673
 GZ2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG065933(NAD 83)
 GZ2673_MARKER: DB = BENCH MARK DISK
 GZ2673_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2673_SP_SET: ROCK OUTCROP
 GZ2673_STAMPING: E 410 1985
 GZ2673_MARK LOGO: NGS   
 GZ2673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2673+STABILITY: POSITION/ELEVATION WELL
 GZ2673
 GZ2673  HISTORY     - Date     Condition        Report By
 GZ2673  HISTORY     - 1985     MONUMENTED       NGS
 GZ2673
 GZ2673                          STATION DESCRIPTION
 GZ2673
 GZ2673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2673'1.1 KM (0.7 MI) EAST FROM WILMORE.
 GZ2673'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF
 GZ2673'MAIN STREET IN WILMORE, THENCE 0.7 KM (0.45 MI) EAST ALONG COLLEGE
 GZ2673'ROAD TO THE MARK ON THE LEFT, IN TOP OF A ROCK OUTCROP NEAR THE
 GZ2673'SOUTHWEST CORNER OF THE PROPERTY OF A ONE-STORY BRICK HOUSE, 4.72
 GZ2673'METERS (15.5 FT) NORTH OF THE CENTERLINE OF COLLEGE ROAD, 31.7 METERS
 GZ2673'(104.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK HOUSE, 11.73
 GZ2673'METERS (38.5 FT) EAST OF A GRAVEL ENTRANCE DRIVE FOR THE BRICK HOUSE
 GZ2673'AND BARN, 2.37 METERS (7.8 FT) EAST OF A POWER POLE WITH LINES
 GZ2673'CROSSING THE ROAD.
 GZ2673'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0084 ***********************************************************************
 GZ0084  DESIGNATION -  E 42
 GZ0084  PID         -  GZ0084
 GZ0084  STATE/COUNTY-  KY/MADISON
 GZ0084  USGS QUAD   -  MOBERLY (1979)
 GZ0084
 GZ0084                         *CURRENT SURVEY CONTROL
 GZ0084  ___________________________________________________________________
 GZ0084* NAD 83(1986)-  37 37 47.     (N)    084 13 55.     (W)     SCALED    
 GZ0084* NAVD 88     -       302.658  (meters)     992.97   (feet)  ADJUSTED  
 GZ0084  ___________________________________________________________________
 GZ0084  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GZ0084  DYNAMIC HT  -         302.429 (meters)     992.22  (feet)  COMP
 GZ0084  MODELED GRAV-     979,864.8   (mgal)                       NAVD 88
 GZ0084
 GZ0084  VERT ORDER  -  SECOND    CLASS 0
 GZ0084
 GZ0084.The horizontal coordinates were scaled from a topographic map and have
 GZ0084.an estimated accuracy of +/- 6 seconds.
 GZ0084
 GZ0084.The orthometric height was determined by differential leveling
 GZ0084.and adjusted by the National Geodetic Survey in June 1991..
 GZ0084
 GZ0084.The geoid height was determined by GEOID03.
 GZ0084
 GZ0084.The dynamic height is computed by dividing the NAVD 88
 GZ0084.geopotential number by the normal gravity value computed on the
 GZ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0084.degrees latitude (g = 980.6199 gals.).
 GZ0084
 GZ0084.The modeled gravity was interpolated from observed gravity values.
 GZ0084
 GZ0084;                    North         East    Units  Estimated Accuracy
 GZ0084;SPC KY1Z     - 1,144,970.    1,633,990.      MT  (+/- 180 meters Scaled)
 GZ0084
 GZ0084                          SUPERSEDED SURVEY CONTROL
 GZ0084
 GZ0084  NGVD 29 (??/??/92)  302.805  (m)          993.45   (f) ADJ UNCH    2 0
 GZ0084
 GZ0084.Superseded values are not recommended for survey control.
 GZ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0084.See file dsdata.txt to determine how the superseded data were derived.
 GZ0084
 GZ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG442683(NAD 83)
 GZ0084_MARKER: DB = BENCH MARK DISK
 GZ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0084_STAMPING: E 42 1935 993.453
 GZ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0084+STABILITY: SURFACE MOTION
 GZ0084
 GZ0084  HISTORY     - Date     Condition        Report By
 GZ0084  HISTORY     - 1935     MONUMENTED       CGS
 GZ0084  HISTORY     - 1957     GOOD             NGS
 GZ0084
 GZ0084                          STATION DESCRIPTION
 GZ0084
 GZ0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ0084'1.4 MI S FROM KINGSTON.
 GZ0084'1.4 MILES SOUTH ALONG U.S. HIGHWAY 421 FROM THE CROSSROAD AND
 GZ0084'POTTS GARAGE, 0.15 MILE SOUTH OF A DIRT ROAD WEST, WEST AND
 GZ0084'ACROSS HIGHWAY FROM SMALL WHITE HOUSE AND 5 FEET NORTH OF
 GZ0084'EXTENDED LINE OF NORTH WALL OF HOUSE, 55.5 FEET SOUTH OF A BRACE
 GZ0084'POLE WITH CABLE CROSSING HIGHWAY TO TELEPHONE LINE, 29 FEET WEST
 GZ0084'OF CENTER LINE OF HIGHWAY, 9 FEET NORTH OF NORTH GATE POST OF
 GZ0084'GATE TO FIELD, 8 FEET NORTH OF A 6-INCH CEDAR TREE IN FENCE
 GZ0084'LINE, 1 FOOT EAST OF FENCE LINE AND ABOUT 1 FOOT BELOW LEVEL OF
 GZ0084'HIGHWAY.  STANDARD DISK IN CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1379 ***********************************************************************
 GB1379  DESIGNATION -  E 43
 GB1379  PID         -  GB1379
 GB1379  STATE/COUNTY-  KY/CLINTON
 GB1379  USGS QUAD   -  MOODYVILLE (1962)
 GB1379
 GB1379                         *CURRENT SURVEY CONTROL
 GB1379  ___________________________________________________________________
 GB1379* NAD 83(1986)-  36 37 20.     (N)    085 05 13.     (W)     SCALED    
 GB1379* NAVD 88     -       307.073  (meters)    1007.46   (feet)  POSTED    
 GB1379  ___________________________________________________________________
 GB1379  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB1379  DYNAMIC HT  -         306.810 (meters)    1006.59  (feet)  COMP
 GB1379  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 GB1379
 GB1379  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1379
 GB1379.The horizontal coordinates were scaled from a topographic map and have
 GB1379.an estimated accuracy of +/- 6 seconds.
 GB1379
 GB1379.The orthometric height was determined by differential leveling
 GB1379.and adjusted by the National Geodetic Survey in 1992..
 GB1379.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1379.rate of 0.0 thru 1.0 mm/km.
 GB1379
 GB1379.The geoid height was determined by GEOID03.
 GB1379
 GB1379.The dynamic height is computed by dividing the NAVD 88
 GB1379.geopotential number by the normal gravity value computed on the
 GB1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1379.degrees latitude (g = 980.6199 gals.).
 GB1379
 GB1379.The modeled gravity was interpolated from observed gravity values.
 GB1379
 GB1379;                    North         East    Units  Estimated Accuracy
 GB1379;SPC KY1Z     - 1,032,280.    1,559,320.      MT  (+/- 180 meters Scaled)
 GB1379
 GB1379                          SUPERSEDED SURVEY CONTROL
 GB1379
 GB1379  NGVD 29 (??/??/92)  307.198  (m)         1007.87   (f) ADJ UNCH    2 0
 GB1379
 GB1379.Superseded values are not recommended for survey control.
 GB1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1379.See file dsdata.txt to determine how the superseded data were derived.
 GB1379
 GB1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF710546(NAD 83)
 GB1379_MARKER: DB = BENCH MARK DISK
 GB1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1379_STAMPING: E 43 1935
 GB1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1379+STABILITY: SURFACE MOTION
 GB1379
 GB1379  HISTORY     - Date     Condition        Report By
 GB1379  HISTORY     - 1935     MONUMENTED       CGS
 GB1379  HISTORY     - 1951     MARK NOT FOUND   NGS
 GB1379
 GB1379                          STATION DESCRIPTION
 GB1379
 GB1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1379'AT STATIC.
 GB1379'IN CLINTON COUNTY, KENTUCKY, AT STATIC, PICKETT COUNTY, TENNESSEE ,
 GB1379'ON STATE HIGHWAY 35, 57 YARDS NORTH OF THE KENTUCKY-TENNESSEE
 GB1379'STATE LINE, 46 YARDS NORTH OF THE NORTH END OF THE GENERAL STORE,
 GB1379'26 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 GB1379'HIGHWAY.  A STANDARD DISK, STAMPED E 43 1935 AND SET IN THE TOP
 GB1379'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1024 ***********************************************************************
 GB1024  DESIGNATION -  E 44 RESET 1968
 GB1024  PID         -  GB1024
 GB1024  STATE/COUNTY-  KY/WAYNE
 GB1024  USGS QUAD   -  MONTICELLO (1977)
 GB1024
 GB1024                         *CURRENT SURVEY CONTROL
 GB1024  ___________________________________________________________________
 GB1024* NAD 83(1986)-  36 49 48.     (N)    084 50 55.     (W)     SCALED    
 GB1024* NAVD 88     -       280.34   (meters)     919.7    (feet)  RESET     
 GB1024  ___________________________________________________________________
 GB1024  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GB1024
 GB1024  VERT ORDER  -  THIRD
 GB1024
 GB1024.The horizontal coordinates were scaled from a topographic map and have
 GB1024.an estimated accuracy of +/- 6 seconds.
 GB1024
 GB1024.The orthometric height was computed from unverified reset data.
 GB1024.No vertical observational check was made to the station.
 GB1024
 GB1024.The geoid height was determined by GEOID03.
 GB1024
 GB1024;                    North         East    Units  Estimated Accuracy
 GB1024;SPC KY1Z     - 1,055,510.    1,580,420.      MT  (+/- 180 meters Scaled)
 GB1024
 GB1024                          SUPERSEDED SURVEY CONTROL
 GB1024
 GB1024  NGVD 29 (??/??/??)  280.48   (m)          920.2    (f) RESET       3  
 GB1024
 GB1024.Superseded values are not recommended for survey control.
 GB1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1024.See file dsdata.txt to determine how the superseded data were derived.
 GB1024
 GB1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF918781(NAD 83)
 GB1024_MARKER: DB = BENCH MARK DISK
 GB1024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1024_SP_SET: FOUNDATION
 GB1024_STAMPING: E 44 RESET 1968
 GB1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1024
 GB1024  HISTORY     - Date     Condition        Report By
 GB1024  HISTORY     - 1968     MONUMENTED       CGS
 GB1024  HISTORY     - 1969     GOOD             NGS
 GB1024
 GB1024                          STATION DESCRIPTION
 GB1024
 GB1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GB1024'AT MONTICELLO.
 GB1024'THIS MARK IS LOCATED IN THE SIDEWALK IN THE SOUTH-SOUTHWEST
 GB1024'ANGLE OF NORTH MAIN STREET AND MICHIGAN AVENUE AND IN FRONT OF
 GB1024'THE MONTICELLO BANKING CO. BUILDING, ACROSS NORTH MAIN STREET
 GB1024'FROM WAYNE COUNTY COURTHOUSE.  IT IS 36 FEET SOUTHEAST OF THE
 GB1024'APPROXIMATE CENTER OF NORTH MAIN STREET, 24 FEET SOUTHWEST OF
 GB1024'THE APPROXIMATE CENTER OF MICHIGAN AVENUE, 19 FEET NORTHEAST OF THE
 GB1024'CENTER OF THE MAIN ENTRANCE INTO THE BANK BUILDING, 1.5 FEET
 GB1024'SOUTHWEST OF THE NORTHEAST CORNER OF THE BANK BUILDING, AND 0.1
 GB1024'OF A FOOT NORTHWEST OF THE FACE OF THE BANK BUILDING BETWEEN
 GB1024'THE CORNER BUILDING PIER AND A WINDOW.  IT IS A STANDARD BENCH
 GB1024'MARK DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION
 GB1024'OF THE BANK BUILDING AND FLUSH WITH THE LEVEL OF THE SIDEWALK AND
 GB1024'THE DISK IS STAMPED E 44 RESET 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2861 ***********************************************************************
 GY2861  DESIGNATION -  E 45 X
 GY2861  PID         -  GY2861
 GY2861  STATE/COUNTY-  KY/LEE
 GY2861  USGS QUAD   -  BEATTYVILLE (1983)
 GY2861
 GY2861                         *CURRENT SURVEY CONTROL
 GY2861  ___________________________________________________________________
 GY2861* NAD 83(1986)-  37 34 25.     (N)    083 42 37.     (W)     SCALED    
 GY2861* NAVD 88     -       202.877  (meters)     665.61   (feet)  ADJUSTED  
 GY2861  ___________________________________________________________________
 GY2861  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GY2861  DYNAMIC HT  -         202.725 (meters)     665.11  (feet)  COMP
 GY2861  MODELED GRAV-     979,871.8   (mgal)                       NAVD 88
 GY2861
 GY2861  VERT ORDER  -  SECOND    CLASS 0
 GY2861
 GY2861.The horizontal coordinates were scaled from a topographic map and have
 GY2861.an estimated accuracy of +/- 6 seconds.
 GY2861
 GY2861.The orthometric height was determined by differential leveling
 GY2861.and adjusted by the National Geodetic Survey in June 1991..
 GY2861
 GY2861.The geoid height was determined by GEOID03.
 GY2861
 GY2861.The dynamic height is computed by dividing the NAVD 88
 GY2861.geopotential number by the normal gravity value computed on the
 GY2861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2861.degrees latitude (g = 980.6199 gals.).
 GY2861
 GY2861.The modeled gravity was interpolated from observed gravity values.
 GY2861
 GY2861;                    North         East    Units  Estimated Accuracy
 GY2861;SPC KY1Z     - 1,139,620.    1,680,160.      MT  (+/- 180 meters Scaled)
 GY2861
 GY2861                          SUPERSEDED SURVEY CONTROL
 GY2861
 GY2861  NGVD 29 (??/??/92)  203.044  (m)          666.15   (f) ADJ UNCH    2 0
 GY2861
 GY2861.Superseded values are not recommended for survey control.
 GY2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2861.See file dsdata.txt to determine how the superseded data were derived.
 GY2861
 GY2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB606619(NAD 83)
 GY2861_MARKER: DD = SURVEY DISK
 GY2861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2861_SP_SET: PLATFORM
 GY2861_STAMPING: E 45 X 1935 666.154
 GY2861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2861
 GY2861  HISTORY     - Date     Condition        Report By
 GY2861  HISTORY     - 1935     MONUMENTED       DOD
 GY2861  HISTORY     - 1950     GOOD             NGS
 GY2861  HISTORY     - 1958     GOOD             NGS
 GY2861
 GY2861                          STATION DESCRIPTION
 GY2861
 GY2861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2861'AT BEATTYVILLE.
 GY2861'AT BEATTYVILLE, AT THE LEE COUNTY COURT HOUSE, SET IN THE TOP
 GY2861'OF THE SOUTHWEST CORNER OF THE CONCRETE PLATFORM TO MAIN ENTRANCE
 GY2861'TO COURT HOUSE, 17.8 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 GY2861'COURT HOUSE, 71 1/2 FEET NORTH OF THE NORTH CURB OF MAIN STREET
 GY2861'AND ABOUT 2 FEET ABOVE THE LEVEL OF WALK.
 GY2861
 GY2861                          STATION RECOVERY (1958)
 GY2861
 GY2861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2907 ***********************************************************************
 GY2907  DESIGNATION -  E 46
 GY2907  PID         -  GY2907
 GY2907  STATE/COUNTY-  KY/ESTILL
 GY2907  USGS QUAD   -  IRVINE (1978)
 GY2907
 GY2907                         *CURRENT SURVEY CONTROL
 GY2907  ___________________________________________________________________
 GY2907* NAD 83(1986)-  37 41 46.     (N)    083 58 40.     (W)     SCALED    
 GY2907* NAVD 88     -       195.561  (meters)     641.60   (feet)  ADJUSTED  
 GY2907  ___________________________________________________________________
 GY2907  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GY2907  DYNAMIC HT  -         195.415 (meters)     641.12  (feet)  COMP
 GY2907  MODELED GRAV-     979,879.6   (mgal)                       NAVD 88
 GY2907
 GY2907  VERT ORDER  -  SECOND    CLASS 0
 GY2907
 GY2907.The horizontal coordinates were scaled from a topographic map and have
 GY2907.an estimated accuracy of +/- 6 seconds.
 GY2907
 GY2907.The orthometric height was determined by differential leveling
 GY2907.and adjusted by the National Geodetic Survey in June 1991..
 GY2907
 GY2907.The geoid height was determined by GEOID03.
 GY2907
 GY2907.The dynamic height is computed by dividing the NAVD 88
 GY2907.geopotential number by the normal gravity value computed on the
 GY2907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2907.degrees latitude (g = 980.6199 gals.).
 GY2907
 GY2907.The modeled gravity was interpolated from observed gravity values.
 GY2907
 GY2907;                    North         East    Units  Estimated Accuracy
 GY2907;SPC KY1Z     - 1,152,730.    1,656,280.      MT  (+/- 180 meters Scaled)
 GY2907
 GY2907                          SUPERSEDED SURVEY CONTROL
 GY2907
 GY2907  NGVD 29 (??/??/92)  195.720  (m)          642.12   (f) ADJ UNCH    2 0
 GY2907
 GY2907.Superseded values are not recommended for survey control.
 GY2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2907.See file dsdata.txt to determine how the superseded data were derived.
 GY2907
 GY2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB374762(NAD 83)
 GY2907_MARKER: DB = BENCH MARK DISK
 GY2907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2907_SP_SET: BUILDING FOUNDATION
 GY2907_STAMPING: E 46 1935
 GY2907_MARK LOGO: CGS   
 GY2907_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY2907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2907
 GY2907  HISTORY     - Date     Condition        Report By
 GY2907  HISTORY     - 1935     MONUMENTED       CGS
 GY2907  HISTORY     - 1958     MARK NOT FOUND   NGS
 GY2907  HISTORY     - 19931202 GOOD             LOCENG
 GY2907
 GY2907                          STATION DESCRIPTION
 GY2907
 GY2907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY2907'AT IRVINE.
 GY2907'AT IRVINE, ESTILL COUNTY, ON STATE HIGHWAY 52, AT THE FACTORY OF
 GY2907'THE CARHART OVERALL CO., IN THE CONCRETE FOUNDATION, 1 FOOT EAST
 GY2907'OF THE NORTHWEST CORNER OF THE BUILDING, 1.6 FEET ABOVE THE LAWN.
 GY2907'A STANDARD DISK, STAMPED E 46 1935 AND SET VERTICALLY.  NOTE-- NEW
 GY2907'ADDITION WAS BUILT ON TO THIS BUILDING.
 GY2907
 GY2907                          STATION RECOVERY (1993)
 GY2907
 GY2907'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 GY2907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1200 ***********************************************************************
 GZ1200  DESIGNATION -  E 47
 GZ1200  PID         -  GZ1200
 GZ1200  STATE/COUNTY-  KY/LINCOLN
 GZ1200  USGS QUAD   -  STANFORD (1979)
 GZ1200
 GZ1200                         *CURRENT SURVEY CONTROL
 GZ1200  ___________________________________________________________________
 GZ1200* NAD 83(1986)-  37 31 46.     (N)    084 38 18.     (W)     SCALED    
 GZ1200* NAVD 88     -       263.105  (meters)     863.20   (feet)  ADJUSTED  
 GZ1200  ___________________________________________________________________
 GZ1200  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GZ1200  DYNAMIC HT  -         262.902 (meters)     862.54  (feet)  COMP
 GZ1200  MODELED GRAV-     979,851.8   (mgal)                       NAVD 88
 GZ1200
 GZ1200  VERT ORDER  -  SECOND    CLASS 0
 GZ1200
 GZ1200.The horizontal coordinates were scaled from a topographic map and have
 GZ1200.an estimated accuracy of +/- 6 seconds.
 GZ1200
 GZ1200.The orthometric height was determined by differential leveling
 GZ1200.and adjusted by the National Geodetic Survey in June 1991..
 GZ1200
 GZ1200.The geoid height was determined by GEOID03.
 GZ1200
 GZ1200.The dynamic height is computed by dividing the NAVD 88
 GZ1200.geopotential number by the normal gravity value computed on the
 GZ1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1200.degrees latitude (g = 980.6199 gals.).
 GZ1200
 GZ1200.The modeled gravity was interpolated from observed gravity values.
 GZ1200
 GZ1200;                    North         East    Units  Estimated Accuracy
 GZ1200;SPC KY1Z     - 1,133,330.    1,598,250.      MT  (+/- 180 meters Scaled)
 GZ1200
 GZ1200                          SUPERSEDED SURVEY CONTROL
 GZ1200
 GZ1200  NGVD 29 (??/??/92)  263.258  (m)          863.71   (f) ADJ UNCH    2 0
 GZ1200
 GZ1200.Superseded values are not recommended for survey control.
 GZ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1200.See file dsdata.txt to determine how the superseded data were derived.
 GZ1200
 GZ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG086562(NAD 83)
 GZ1200_MARKER: DB = BENCH MARK DISK
 GZ1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1200_STAMPING: E 47 1935
 GZ1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1200+STABILITY: SURFACE MOTION
 GZ1200
 GZ1200  HISTORY     - Date     Condition        Report By
 GZ1200  HISTORY     - 1935     MONUMENTED       CGS
 GZ1200  HISTORY     - 1951     MARK NOT FOUND   NGS
 GZ1200  HISTORY     - 1960     MARK NOT FOUND   USGS
 GZ1200
 GZ1200                          STATION DESCRIPTION
 GZ1200
 GZ1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1200'AT ROWLAND.
 GZ1200'AT ROWLAND, LINCOLN COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GZ1200'RAILROAD, 39.1 FEET WEST OF THE WEST FACE OF THE STATION, 2
 GZ1200'POLES NORTHEAST OF THE CROSSING OF STATE HIGHWAY 150, 25 YARDS
 GZ1200'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 41.9 FEET NORTH OF THE
 GZ1200'NORTH RAIL, 1.2 FEET NORTHWEST OF A FENCE LINE, AND ABOUT 6 INCHES
 GZ1200'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 47
 GZ1200'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- USGS REPORTS
 GZ1200'THAT IT IS BELIEVED TO BE BURIED BY FILL IN VICINITY.
 GZ1200
 GZ1200                          STATION RECOVERY (1960)
 GZ1200
 GZ1200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GZ1200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0238 ***********************************************************************
 GZ0238  DESIGNATION -  E 48
 GZ0238  PID         -  GZ0238
 GZ0238  STATE/COUNTY-  KY/LAUREL
 GZ0238  USGS QUAD   -  BERNSTADT (1969)
 GZ0238
 GZ0238                         *CURRENT SURVEY CONTROL
 GZ0238  ___________________________________________________________________
 GZ0238* NAD 83(1986)-  37 14 07.     (N)    084 10 42.     (W)     SCALED    
 GZ0238* NAVD 88     -       271.318  (meters)     890.15   (feet)  ADJUSTED  
 GZ0238  ___________________________________________________________________
 GZ0238  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GZ0238  DYNAMIC HT  -         271.111 (meters)     889.47  (feet)  COMP
 GZ0238  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 GZ0238
 GZ0238  VERT ORDER  -  SECOND    CLASS 0
 GZ0238
 GZ0238.The horizontal coordinates were scaled from a topographic map and have
 GZ0238.an estimated accuracy of +/- 6 seconds.
 GZ0238
 GZ0238.The orthometric height was determined by differential leveling
 GZ0238.and adjusted by the National Geodetic Survey in June 1991..
 GZ0238
 GZ0238.The geoid height was determined by GEOID03.
 GZ0238
 GZ0238.The dynamic height is computed by dividing the NAVD 88
 GZ0238.geopotential number by the normal gravity value computed on the
 GZ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0238.degrees latitude (g = 980.6199 gals.).
 GZ0238
 GZ0238.The modeled gravity was interpolated from observed gravity values.
 GZ0238
 GZ0238;                    North         East    Units  Estimated Accuracy
 GZ0238;SPC KY1Z     - 1,101,280.    1,639,450.      MT  (+/- 180 meters Scaled)
 GZ0238
 GZ0238                          SUPERSEDED SURVEY CONTROL
 GZ0238
 GZ0238  NGVD 29 (??/??/92)  271.477  (m)          890.67   (f) ADJ UNCH    2 0
 GZ0238
 GZ0238.Superseded values are not recommended for survey control.
 GZ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0238.See file dsdata.txt to determine how the superseded data were derived.
 GZ0238
 GZ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG503247(NAD 83)
 GZ0238_MARKER: DB = BENCH MARK DISK
 GZ0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0238_SP_SET: BRIDGE
 GZ0238_STAMPING: E 48 1935 890.671
 GZ0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0238
 GZ0238  HISTORY     - Date     Condition        Report By
 GZ0238  HISTORY     - 1935     MONUMENTED       CGS
 GZ0238  HISTORY     - 1958     POOR             NGS
 GZ0238
 GZ0238                          STATION DESCRIPTION
 GZ0238
 GZ0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0238'1 MI E FROM HAZEL PATCH.
 GZ0238'1.0 MILE EAST ALONG THE L. AND N. RR. FROM THE POST OFFICE
 GZ0238'AT HAZEL PATCH, ABOUT 65 YARDS WEST OF TUNNEL NO. 7, AT A
 GZ0238'BRIDGE OVER LAUREL BRANCH, SET IN THE TOP OF THE WING WALL
 GZ0238'AT THE SOUTH END OF THE WEST ABUTMENT, 4 FEET SOUTH OF THE SOUTH
 GZ0238'RAIL OF THE NORTH BOUND TRACK, AND ABOUT 2 FEET BELOW THE LEVEL
 GZ0238'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0090 ***********************************************************************
 GB0090  DESIGNATION -  E 49
 GB0090  PID         -  GB0090
 GB0090  STATE/COUNTY-  KY/WHITLEY
 GB0090  USGS QUAD   -  WOFFORD (1982)
 GB0090
 GB0090                         *CURRENT SURVEY CONTROL
 GB0090  ___________________________________________________________________
 GB0090* NAD 83(1986)-  36 47 04.     (N)    084 08 10.     (W)     SCALED    
 GB0090* NAVD 88     -       285.131  (meters)     935.47   (feet)  ADJUSTED  
 GB0090  ___________________________________________________________________
 GB0090  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GB0090  DYNAMIC HT  -         284.895 (meters)     934.69  (feet)  COMP
 GB0090  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 GB0090
 GB0090  VERT ORDER  -  SECOND    CLASS 0
 GB0090
 GB0090.The horizontal coordinates were scaled from a topographic map and have
 GB0090.an estimated accuracy of +/- 6 seconds.
 GB0090
 GB0090.The orthometric height was determined by differential leveling
 GB0090.and adjusted by the National Geodetic Survey in June 1991..
 GB0090
 GB0090.The geoid height was determined by GEOID03.
 GB0090
 GB0090.The dynamic height is computed by dividing the NAVD 88
 GB0090.geopotential number by the normal gravity value computed on the
 GB0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0090.degrees latitude (g = 980.6199 gals.).
 GB0090
 GB0090.The modeled gravity was interpolated from observed gravity values.
 GB0090
 GB0090;                    North         East    Units  Estimated Accuracy
 GB0090;SPC KY1Z     - 1,051,310.    1,644,060.      MT  (+/- 180 meters Scaled)
 GB0090
 GB0090                          SUPERSEDED SURVEY CONTROL
 GB0090
 GB0090  NGVD 29 (??/??/92)  285.289  (m)          935.99   (f) ADJ UNCH    2 0
 GB0090
 GB0090.Superseded values are not recommended for survey control.
 GB0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0090.See file dsdata.txt to determine how the superseded data were derived.
 GB0090
 GB0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF555747(NAD 83)
 GB0090_MARKER: DB = BENCH MARK DISK
 GB0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0090_STAMPING: E 49 1935
 GB0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0090+STABILITY: SURFACE MOTION
 GB0090
 GB0090  HISTORY     - Date     Condition        Report By
 GB0090  HISTORY     - 1935     MONUMENTED       CGS
 GB0090  HISTORY     - 1958     MARK NOT FOUND   NGS
 GB0090
 GB0090                          STATION DESCRIPTION
 GB0090
 GB0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB0090'AT WOFFORD.
 GB0090'AT WOFFORD, WHITLEY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GB0090'RAILROAD, 18 FEET NORTH EAST OF THE NORTHEAST CORNER OF THE
 GB0090'FOUNDATION OF THE OLD STATION (THE STATION HAS BEEN DESTROYED),
 GB0090'AND 21 FEET NORTHWEST OF THE NORTHWEST RAIL.  NOTE-- THE OLD
 GB0090'CONCRETE FOUNDATION OF THE STATION HAS BEEN BULLDOZED OUT AND
 GB0090'THE AREA LEVELED OFF AND THE MARK IS EITHER COVERED OVER OR BROKEN
 GB0090'OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0121 ***********************************************************************
 GB0121  DESIGNATION -  E 50
 GB0121  PID         -  GB0121
 GB0121  STATE/COUNTY-  KY/MCCREARY
 GB0121  USGS QUAD   -  HOLLYHILL (1982)
 GB0121
 GB0121                         *CURRENT SURVEY CONTROL
 GB0121  ___________________________________________________________________
 GB0121* NAD 83(1986)-  36 39 50.     (N)    084 19 11.     (W)     SCALED    
 GB0121* NAVD 88     -       332.600  (meters)    1091.21   (feet)  ADJUSTED  
 GB0121  ___________________________________________________________________
 GB0121  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GB0121  DYNAMIC HT  -         332.330 (meters)    1090.32  (feet)  COMP
 GB0121  MODELED GRAV-     979,808.3   (mgal)                       NAVD 88
 GB0121
 GB0121  VERT ORDER  -  SECOND    CLASS 0
 GB0121
 GB0121.The horizontal coordinates were scaled from a topographic map and have
 GB0121.an estimated accuracy of +/- 6 seconds.
 GB0121
 GB0121.The orthometric height was determined by differential leveling
 GB0121.and adjusted by the National Geodetic Survey in June 1991..
 GB0121
 GB0121.The geoid height was determined by GEOID03.
 GB0121
 GB0121.The dynamic height is computed by dividing the NAVD 88
 GB0121.geopotential number by the normal gravity value computed on the
 GB0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0121.degrees latitude (g = 980.6199 gals.).
 GB0121
 GB0121.The modeled gravity was interpolated from observed gravity values.
 GB0121
 GB0121;                    North         East    Units  Estimated Accuracy
 GB0121;SPC KY1Z     - 1,037,670.    1,627,880.      MT  (+/- 180 meters Scaled)
 GB0121
 GB0121                          SUPERSEDED SURVEY CONTROL
 GB0121
 GB0121  NGVD 29 (??/??/92)  332.746  (m)         1091.68   (f) ADJ UNCH    2 0
 GB0121
 GB0121.Superseded values are not recommended for survey control.
 GB0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0121.See file dsdata.txt to determine how the superseded data were derived.
 GB0121
 GB0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF395609(NAD 83)
 GB0121_MARKER: DB = BENCH MARK DISK
 GB0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0121_STAMPING: E 50 1935 1091.684
 GB0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0121+STABILITY: SURFACE MOTION
 GB0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0121+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1996
 GB0121
 GB0121  HISTORY     - Date     Condition        Report By
 GB0121  HISTORY     - 1935     MONUMENTED       CGS
 GB0121  HISTORY     - 1957     GOOD             NGS
 GB0121  HISTORY     - 19960619 GOOD             KYDT
 GB0121
 GB0121                          STATION DESCRIPTION
 GB0121
 GB0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0121'8.2 MI E FROM PINE KNOT.
 GB0121'8.2 MILES EAST ALONG STATE HIGHWAY 92 FROM THE JUNCTION OF U.S.
 GB0121'HIGHWAY 27 AT PINE KNOT, 0.6 MILE EAST OF SCHOOL AT HOLLYHILL,
 GB0121'AT THE FOOT OF A GRADE DESCENDING EAST, 30 YARDS NORTHEAST AND
 GB0121'ACROSS HIGHWAY FROM NORTHEAST CORNER OF THE YARD FENCE AROUND AN
 GB0121'IMITATION STONE SIDED HOUSE, 46 YARDS WEST OF THE JUNCTION OF A
 GB0121'GRAVEL ROAD SOUTH, 49 YARDS WEST OF AN UNPAINTED SHACK NORTH OF
 GB0121'HIGHWAY, 37 FEET NORTH OF THE CENTER LINE OF HIGHWAY AND ABOUT
 GB0121'LEVEL WITH HIGHWAY.
 GB0121
 GB0121                          STATION RECOVERY (1996)
 GB0121
 GB0121'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0121'1 FOOT SOUTH OF METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1086 ***********************************************************************
 GZ1086  DESIGNATION -  E 51
 GZ1086  PID         -  GZ1086
 GZ1086  STATE/COUNTY-  KY/PULASKI
 GZ1086  USGS QUAD   -  BOBTOWN (1987)
 GZ1086
 GZ1086                         *CURRENT SURVEY CONTROL
 GZ1086  ___________________________________________________________________
 GZ1086* NAD 83(1986)-  37 09 15.     (N)    084 30 38.     (W)     SCALED    
 GZ1086* NAVD 88     -       323.314  (meters)    1060.74   (feet)  ADJUSTED  
 GZ1086  ___________________________________________________________________
 GZ1086  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GZ1086  DYNAMIC HT  -         323.066 (meters)    1059.93  (feet)  COMP
 GZ1086  MODELED GRAV-     979,854.0   (mgal)                       NAVD 88
 GZ1086
 GZ1086  VERT ORDER  -  SECOND    CLASS 0
 GZ1086
 GZ1086.The horizontal coordinates were scaled from a topographic map and have
 GZ1086.an estimated accuracy of +/- 6 seconds.
 GZ1086
 GZ1086.The orthometric height was determined by differential leveling
 GZ1086.and adjusted by the National Geodetic Survey in June 1991..
 GZ1086
 GZ1086.The geoid height was determined by GEOID03.
 GZ1086
 GZ1086.The dynamic height is computed by dividing the NAVD 88
 GZ1086.geopotential number by the normal gravity value computed on the
 GZ1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1086.degrees latitude (g = 980.6199 gals.).
 GZ1086
 GZ1086.The modeled gravity was interpolated from observed gravity values.
 GZ1086
 GZ1086;                    North         East    Units  Estimated Accuracy
 GZ1086;SPC KY1Z     - 1,091,830.    1,610,100.      MT  (+/- 180 meters Scaled)
 GZ1086
 GZ1086                          SUPERSEDED SURVEY CONTROL
 GZ1086
 GZ1086  NGVD 29 (??/??/92)  323.478  (m)         1061.28   (f) ADJ UNCH    2 0
 GZ1086
 GZ1086.Superseded values are not recommended for survey control.
 GZ1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1086.See file dsdata.txt to determine how the superseded data were derived.
 GZ1086
 GZ1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG210148(NAD 83)
 GZ1086_MARKER: DB = BENCH MARK DISK
 GZ1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1086_STAMPING: E 51 1935 1061.277
 GZ1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1086+STABILITY: SURFACE MOTION
 GZ1086
 GZ1086  HISTORY     - Date     Condition        Report By
 GZ1086  HISTORY     - 1935     MONUMENTED       CGS
 GZ1086  HISTORY     - 1950     GOOD             NGS
 GZ1086  HISTORY     - 1958     GOOD             NGS
 GZ1086  HISTORY     - 1983     GOOD             KYDT
 GZ1086  HISTORY     - 20050509 MARK NOT FOUND   KYDT
 GZ1086
 GZ1086                          STATION DESCRIPTION
 GZ1086
 GZ1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1086'1.5 MI W FROM SHOPVILLE.
 GZ1086'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ1086'SHOPVILLE, AT THE RESIDENCE OF ELMER JONES, 60 FEET SOUTHEAST
 GZ1086'OF THE CENTER LINE OF THE HIGHWAY, 38 1/2 FEET NORTH OF THE
 GZ1086'NORTH CORNER OF THE HOUSE, 14 FEET NORTHEAST OF A 7-INCH APPLE
 GZ1086'TREE, 4 1/2 FEET SOUTHWEST OF A FENCE LINE, ABOUT 2 FEET BELOW THE
 GZ1086'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GZ1086
 GZ1086                          STATION RECOVERY (1958)
 GZ1086
 GZ1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1086'RECOVERED IN GOOD CONDITION.
 GZ1086
 GZ1086                          STATION RECOVERY (1983)
 GZ1086
 GZ1086'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1086'RECOVERED IN GOOD CONDITION.
 GZ1086
 GZ1086                          STATION RECOVERY (2005)
 GZ1086
 GZ1086'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2033 ***********************************************************************
 GY2033  DESIGNATION -  E 53
 GY2033  PID         -  GY2033
 GY2033  STATE/COUNTY-  KY/LESLIE
 GY2033  USGS QUAD   -  HYDEN WEST (1980)
 GY2033
 GY2033                         *CURRENT SURVEY CONTROL
 GY2033  ___________________________________________________________________
 GY2033* NAD 83(1986)-  37 08 54.     (N)    083 24 41.     (W)     SCALED    
 GY2033* NAVD 88     -       272.769  (meters)     894.91   (feet)  ADJUSTED  
 GY2033  ___________________________________________________________________
 GY2033  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GY2033  DYNAMIC HT  -         272.548 (meters)     894.18  (feet)  COMP
 GY2033  MODELED GRAV-     979,812.9   (mgal)                       NAVD 88
 GY2033
 GY2033  VERT ORDER  -  SECOND    CLASS 0
 GY2033
 GY2033.The horizontal coordinates were scaled from a topographic map and have
 GY2033.an estimated accuracy of +/- 6 seconds.
 GY2033
 GY2033.The orthometric height was determined by differential leveling
 GY2033.and adjusted by the National Geodetic Survey in June 1991..
 GY2033
 GY2033.The geoid height was determined by GEOID03.
 GY2033
 GY2033.The dynamic height is computed by dividing the NAVD 88
 GY2033.geopotential number by the normal gravity value computed on the
 GY2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2033.degrees latitude (g = 980.6199 gals.).
 GY2033
 GY2033.The modeled gravity was interpolated from observed gravity values.
 GY2033
 GY2033;                    North         East    Units  Estimated Accuracy
 GY2033;SPC KY1Z     - 1,093,060.    1,707,730.      MT  (+/- 180 meters Scaled)
 GY2033
 GY2033                          SUPERSEDED SURVEY CONTROL
 GY2033
 GY2033  NGVD 29 (??/??/92)  272.934  (m)          895.45   (f) ADJ UNCH    2 0
 GY2033
 GY2033.Superseded values are not recommended for survey control.
 GY2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2033.See file dsdata.txt to determine how the superseded data were derived.
 GY2033
 GY2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB858140(NAD 83)
 GY2033_MARKER: DB = BENCH MARK DISK
 GY2033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2033_SP_SET: CULVERT
 GY2033_STAMPING: E 53 1935 895.451
 GY2033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2033
 GY2033  HISTORY     - Date     Condition        Report By
 GY2033  HISTORY     - 1935     MONUMENTED       CGS
 GY2033  HISTORY     - 1957     GOOD             NGS
 GY2033  HISTORY     - 19960610 POOR             KYDT
 GY2033  HISTORY     - 19960626 POOR             KYDT
 GY2033
 GY2033                          STATION DESCRIPTION
 GY2033
 GY2033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2033'2.6 MI SW FROM HYDEN.
 GY2033'2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE COURT HOUSE
 GY2033'AT HYDEN, AT THE NORTH END OF A NORTH SOUTH TANGENT OF HIGHWAY,
 GY2033'AT SOUTH END OF CURVE WITH TANGENTS SOUTH AND EAST, ABOUT 50
 GY2033'YARDS SOUTHEAST OF LARGE WHITE HOUSE WITH STONE FOUNDATION AND
 GY2033'13 STONE STEPS LEADING TO FRONT ENTRANCE, 50 YARDS SOUTHWEST
 GY2033'ACROSS A CREEK AND HIGHWAY FROM THE SOUTHEAST END OF SWINGING
 GY2033'FOOT BRIDGE OVER A CREEK, 40 FEET SOUTH OF THE CENTER LINE OF
 GY2033'DRIVE TO HOUSE, 18 FEET WEST OF THE CENTER LINE OF HIGHWAY, SET
 GY2033'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF 5
 GY2033'FOOT BOX CULVERT, ABOUT LEVEL WITH HIGHWAY.
 GY2033
 GY2033                          STATION RECOVERY (1996)
 GY2033
 GY2033'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2033'MARK IS MUTILATED BUT SOLID.
 GY2033
 GY2033                          STATION RECOVERY (1996)
 GY2033
 GY2033'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2033'MUTILATED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE5443 ***********************************************************************
 AE5443  DESIGNATION -  E 55 RESET
 AE5443  PID         -  AE5443
 AE5443  STATE/COUNTY-  KY/TRIMBLE
 AE5443  USGS QUAD   -  MADISON EAST (1994)
 AE5443
 AE5443                         *CURRENT SURVEY CONTROL
 AE5443  ___________________________________________________________________
 AE5443* NAD 83(1986)-  38 43 28.     (N)    085 22 14.     (W)     SCALED    
 AE5443* NAVD 88     -       142.72   (meters)     468.2    (feet)  RESET     
 AE5443  ___________________________________________________________________
 AE5443  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AE5443
 AE5443  VERT ORDER  -  THIRD
 AE5443
 AE5443.The horizontal coordinates were scaled from a topographic map and have
 AE5443.an estimated accuracy of +/- 6 seconds.
 AE5443
 AE5443.The orthometric height was computed from unverified reset data.
 AE5443
 AE5443.The geoid height was determined by GEOID03.
 AE5443
 AE5443;                    North         East    Units  Estimated Accuracy
 AE5443;SPC KY1Z     - 1,265,450.    1,533,000.      MT  (+/- 180 meters Scaled)
 AE5443
 AE5443                          SUPERSEDED SURVEY CONTROL
 AE5443
 AE5443.No superseded survey control is available for this station.
 AE5443
 AE5443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH416874(NAD 83)
 AE5443_MARKER: DV = VERTICAL CONTROL DISK
 AE5443_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5443_SP_SET: BRIDGE ABUTMENT
 AE5443_STAMPING: E 55 1935 RESET 1997
 AE5443_MARK LOGO: NGS   
 AE5443_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5443
 AE5443  HISTORY     - Date     Condition        Report By
 AE5443  HISTORY     - 1997     MONUMENTED       KYDT
 AE5443
 AE5443                          STATION DESCRIPTION
 AE5443
 AE5443'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 AE5443'IN MILTON, KENTUCKY, AT US 421 BRIDGE OVER OHIO RIVER, IN THE TOP OF
 AE5443'THE WEST END OF THE SOUTH ABUTMENT, 12.3 FEET (3.7 M) WEST OF
 AE5443'CENTERLINE OF BRIDGE, 0.2 FOOT (6.1 CM) WEST OF WEST FACE OF WEST
 AE5443'BARRIER WALL, ABOUT LEVEL WITH BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1339 ***********************************************************************
 GZ1339  DESIGNATION -  E 56 RESET 1951
 GZ1339  PID         -  GZ1339
 GZ1339  STATE/COUNTY-  KY/MARION
 GZ1339  USGS QUAD   -  LEBANON WEST (1994)
 GZ1339
 GZ1339                         *CURRENT SURVEY CONTROL
 GZ1339  ___________________________________________________________________
 GZ1339* NAD 83(1986)-  37 33 53.     (N)    085 15 06.     (W)     SCALED    
 GZ1339* NAVD 88     -       235.697  (meters)     773.28   (feet)  ADJUSTED  
 GZ1339  ___________________________________________________________________
 GZ1339  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GZ1339  DYNAMIC HT  -         235.511 (meters)     772.67  (feet)  COMP
 GZ1339  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 GZ1339
 GZ1339  VERT ORDER  -  SECOND    CLASS 0
 GZ1339
 GZ1339.The horizontal coordinates were scaled from a topographic map and have
 GZ1339.an estimated accuracy of +/- 6 seconds.
 GZ1339
 GZ1339.The orthometric height was determined by differential leveling
 GZ1339.and adjusted by the National Geodetic Survey in June 1991..
 GZ1339
 GZ1339.The geoid height was determined by GEOID03.
 GZ1339
 GZ1339.The dynamic height is computed by dividing the NAVD 88
 GZ1339.geopotential number by the normal gravity value computed on the
 GZ1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1339.degrees latitude (g = 980.6199 gals.).
 GZ1339
 GZ1339.The modeled gravity was interpolated from observed gravity values.
 GZ1339
 GZ1339;                    North         East    Units  Estimated Accuracy
 GZ1339;SPC KY1Z     - 1,136,780.    1,544,020.      MT  (+/- 180 meters Scaled)
 GZ1339
 GZ1339                          SUPERSEDED SURVEY CONTROL
 GZ1339
 GZ1339  NGVD 29 (??/??/92)  235.83   (m)          773.7    (f) COMPUTED    2 0
 GZ1339
 GZ1339.Superseded values are not recommended for survey control.
 GZ1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1339.See file dsdata.txt to determine how the superseded data were derived.
 GZ1339
 GZ1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG544589(NAD 83)
 GZ1339_MARKER: DB = BENCH MARK DISK
 GZ1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1339_STAMPING: E 56 RESET 1951
 GZ1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1339+STABILITY: SURFACE MOTION
 GZ1339
 GZ1339  HISTORY     - Date     Condition        Report By
 GZ1339  HISTORY     - 1951     MONUMENTED       CGS
 GZ1339  HISTORY     - 1958     GOOD             NGS
 GZ1339
 GZ1339                          STATION DESCRIPTION
 GZ1339
 GZ1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1339'AT LEBANON.
 GZ1339'AT LEBANON, ABOUT 0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 49
 GZ1339'FROM THE JUNCTION OF U.S. HIGHWAY 68, AT THE INTERSECTION OF
 GZ1339'HIGHWAY 49 (PROCTER-KNOTT AVENUE) AND THE LEBANON-CAMPBELLSVILLE
 GZ1339'BRANCH OF LOUISVILLE AND NASHVILLE RAILROAD, 11.3 FEET SOUTHWEST
 GZ1339'OF THE SOUTHWEST CURB OF HIGHWAY, 22 FEET SOUTHEAST OF THE
 GZ1339'SOUTHEAST RAIL OF THE TRACK, 75 FEET SOUTHEAST AND ACROSS THE
 GZ1339'TRACK FROM THE EAST BRICK PORCH CORNER OF HOUSE NO. 344, 3 1/2
 GZ1339'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GZ1339'TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 GZ1339'THE GROUND.
 GZ1339
 GZ1339                          STATION RECOVERY (1958)
 GZ1339
 GZ1339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1194 ***********************************************************************
 HZ1194  DESIGNATION -  E 57
 HZ1194  PID         -  HZ1194
 HZ1194  STATE/COUNTY-  KY/SPENCER
 HZ1194  USGS QUAD   -  TAYLORSVILLE (1993)
 HZ1194
 HZ1194                         *CURRENT SURVEY CONTROL
 HZ1194  ___________________________________________________________________
 HZ1194* NAD 83(1986)-  38 03 40.     (N)    085 20 41.     (W)     SCALED    
 HZ1194* NAVD 88     -       164.296  (meters)     539.03   (feet)  ADJUSTED  
 HZ1194  ___________________________________________________________________
 HZ1194  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HZ1194  DYNAMIC HT  -         164.176 (meters)     538.63  (feet)  COMP
 HZ1194  MODELED GRAV-     979,895.6   (mgal)                       NAVD 88
 HZ1194
 HZ1194  VERT ORDER  -  SECOND    CLASS 0
 HZ1194
 HZ1194.The horizontal coordinates were scaled from a topographic map and have
 HZ1194.an estimated accuracy of +/- 6 seconds.
 HZ1194
 HZ1194.The orthometric height was determined by differential leveling
 HZ1194.and adjusted by the National Geodetic Survey in June 1991..
 HZ1194
 HZ1194.The geoid height was determined by GEOID03.
 HZ1194
 HZ1194.The dynamic height is computed by dividing the NAVD 88
 HZ1194.geopotential number by the normal gravity value computed on the
 HZ1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1194.degrees latitude (g = 980.6199 gals.).
 HZ1194
 HZ1194.The modeled gravity was interpolated from observed gravity values.
 HZ1194
 HZ1194;                    North         East    Units  Estimated Accuracy
 HZ1194;SPC KY1Z     - 1,191,830.    1,535,560.      MT  (+/- 180 meters Scaled)
 HZ1194
 HZ1194                          SUPERSEDED SURVEY CONTROL
 HZ1194
 HZ1194  NGVD 29 (??/??/92)  164.463  (m)          539.58   (f) ADJ UNCH    2 0
 HZ1194
 HZ1194.Superseded values are not recommended for survey control.
 HZ1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1194.See file dsdata.txt to determine how the superseded data were derived.
 HZ1194
 HZ1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH452138(NAD 83)
 HZ1194_MARKER: DB = BENCH MARK DISK
 HZ1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1194_STAMPING: E 57 1935
 HZ1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1194+STABILITY: SURFACE MOTION
 HZ1194
 HZ1194  HISTORY     - Date     Condition        Report By
 HZ1194  HISTORY     - 1935     MONUMENTED       CGS
 HZ1194
 HZ1194                          STATION DESCRIPTION
 HZ1194
 HZ1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ1194'1.8 MI N FROM TAYLORSVILLE.
 HZ1194'1.8 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ1194'FROM THE STATION AT TAYLORSVILLE, SPENCER COUNTY, AT YODER
 HZ1194'SIDING, 100 YARDS NORTHEAST OF THE R.L. MC KINLEY HOUSE, ABOUT
 HZ1194'120 FEET SOUTH OF BRIDGE 78 OVER A STREAM, 69 FEET SOUTHEAST OF
 HZ1194'THE CENTER OF A SMALL DIRT-ROAD CROSSING, AND 23.7 FEET EAST
 HZ1194'OF THE EAST RAIL.  A STANDARD DISK, STAMPED E 57 1935 AND SET
 HZ1194'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2205 ***********************************************************************
 GZ2205  DESIGNATION -  E 58
 GZ2205  PID         -  GZ2205
 GZ2205  STATE/COUNTY-  KY/GREEN
 GZ2205  USGS QUAD   -  MAGNOLIA (1961)
 GZ2205
 GZ2205                         *CURRENT SURVEY CONTROL
 GZ2205  ___________________________________________________________________
 GZ2205* NAD 83(1986)-  37 25 04.     (N)    085 37 34.     (W)     SCALED    
 GZ2205* NAVD 88     -       207.758  (meters)     681.62   (feet)  ADJUSTED  
 GZ2205  ___________________________________________________________________
 GZ2205  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GZ2205  DYNAMIC HT  -         207.597 (meters)     681.09  (feet)  COMP
 GZ2205  MODELED GRAV-     979,849.6   (mgal)                       NAVD 88
 GZ2205
 GZ2205  VERT ORDER  -  SECOND    CLASS 0
 GZ2205
 GZ2205.The horizontal coordinates were scaled from a topographic map and have
 GZ2205.an estimated accuracy of +/- 6 seconds.
 GZ2205
 GZ2205.The orthometric height was determined by differential leveling
 GZ2205.and adjusted by the National Geodetic Survey in June 1991..
 GZ2205
 GZ2205.The geoid height was determined by GEOID03.
 GZ2205
 GZ2205.The dynamic height is computed by dividing the NAVD 88
 GZ2205.geopotential number by the normal gravity value computed on the
 GZ2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2205.degrees latitude (g = 980.6199 gals.).
 GZ2205
 GZ2205.The modeled gravity was interpolated from observed gravity values.
 GZ2205
 GZ2205;                    North         East    Units  Estimated Accuracy
 GZ2205;SPC KY1Z     - 1,120,360.    1,510,970.      MT  (+/- 180 meters Scaled)
 GZ2205
 GZ2205                          SUPERSEDED SURVEY CONTROL
 GZ2205
 GZ2205  NGVD 29 (??/??/92)  207.889  (m)          682.05   (f) ADJ UNCH    2 0
 GZ2205
 GZ2205.Superseded values are not recommended for survey control.
 GZ2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2205.See file dsdata.txt to determine how the superseded data were derived.
 GZ2205
 GZ2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG215421(NAD 83)
 GZ2205_MARKER: DB = BENCH MARK DISK
 GZ2205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2205_SP_SET: CULVERT
 GZ2205_STAMPING: E 58 1935
 GZ2205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2205
 GZ2205  HISTORY     - Date     Condition        Report By
 GZ2205  HISTORY     - 1935     MONUMENTED       CGS
 GZ2205  HISTORY     - 1951     GOOD             NGS
 GZ2205  HISTORY     - 1982     GOOD             KYDT
 GZ2205
 GZ2205                          STATION DESCRIPTION
 GZ2205
 GZ2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ2205'1 MI SE FROM CREAL.
 GZ2205'ABOUT 0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE POST
 GZ2205'OFFICE AT CREAL, ABOUT 0.25 MILE NORTHWEST OF THE JUNCTION OF A
 GZ2205'ROAD NORTHEAST, ABOUT 0.25 MILE SOUTHEAST OF THE JUNCTION OF A
 GZ2205'ROAD SOUTHWEST, AT THE JUNCTION OF A DIM FARM ROAD SOUTHWEST NEAR
 GZ2205'THE NORTH CORNER OF AN OPEN FIELD, 28 1/2 FEET SOUTHWEST OF THE
 GZ2205'CENTER LINE OF THE HIGHWAY, 9 FEET SOUTHEAST OF THE CENTER LINE
 GZ2205'OF DIM FARM ROAD, 33 FEET WEST OF THE CENTER OF THE JUNCTION OF
 GZ2205'HIGHWAY AND A DRIVE EAST TO A SMALL HOUSE, 92 FEET SOUTHEAST
 GZ2205'OF THE CENTER OF A 2-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY,
 GZ2205'1 FOOT NORTHEAST OF AN OLD FENCE LINE, 1 FOOT SOUTHEAST OF A
 GZ2205'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 GZ2205'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GZ2205
 GZ2205                          STATION RECOVERY (1982)
 GZ2205
 GZ2205'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2361 ***********************************************************************
 GZ2361  DESIGNATION -  E 59
 GZ2361  PID         -  GZ2361
 GZ2361  STATE/COUNTY-  KY/HARDIN
 GZ2361  USGS QUAD   -  COLESBURG (1991)
 GZ2361
 GZ2361                         *CURRENT SURVEY CONTROL
 GZ2361  ___________________________________________________________________
 GZ2361* NAD 83(1986)-  37 45 45.     (N)    085 47 47.     (W)     SCALED    
 GZ2361* NAVD 88     -       183.500  (meters)     602.03   (feet)  ADJUSTED  
 GZ2361  ___________________________________________________________________
 GZ2361  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GZ2361  DYNAMIC HT  -         183.364 (meters)     601.59  (feet)  COMP
 GZ2361  MODELED GRAV-     979,889.4   (mgal)                       NAVD 88
 GZ2361
 GZ2361  VERT ORDER  -  SECOND    CLASS 0
 GZ2361
 GZ2361.The horizontal coordinates were scaled from a topographic map and have
 GZ2361.an estimated accuracy of +/- 6 seconds.
 GZ2361
 GZ2361.The orthometric height was determined by differential leveling
 GZ2361.and adjusted by the National Geodetic Survey in June 1991..
 GZ2361
 GZ2361.The geoid height was determined by GEOID03.
 GZ2361
 GZ2361.The dynamic height is computed by dividing the NAVD 88
 GZ2361.geopotential number by the normal gravity value computed on the
 GZ2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2361.degrees latitude (g = 980.6199 gals.).
 GZ2361
 GZ2361.The modeled gravity was interpolated from observed gravity values.
 GZ2361
 GZ2361;                    North         East    Units  Estimated Accuracy
 GZ2361;SPC KY1Z     - 1,158,610.    1,495,910.      MT  (+/- 180 meters Scaled)
 GZ2361
 GZ2361                          SUPERSEDED SURVEY CONTROL
 GZ2361
 GZ2361  NGVD 29 (??/??/92)  183.630  (m)          602.46   (f) ADJ UNCH    2 0
 GZ2361
 GZ2361.Superseded values are not recommended for survey control.
 GZ2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2361.See file dsdata.txt to determine how the superseded data were derived.
 GZ2361
 GZ2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG060801(NAD 83)
 GZ2361_MARKER: DB = BENCH MARK DISK
 GZ2361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2361_SP_SET: CONCRETE DRAIN
 GZ2361_STAMPING: E 59 1935
 GZ2361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2361
 GZ2361  HISTORY     - Date     Condition        Report By
 GZ2361  HISTORY     - 1935     MONUMENTED       CGS
 GZ2361  HISTORY     - 1983     GOOD             KYDT
 GZ2361  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GZ2361
 GZ2361                          STATION DESCRIPTION
 GZ2361
 GZ2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ2361'2.2 MI S FROM COLESBURG.
 GZ2361'2.2 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ2361'FROM THE STATION AT COLESBURG, HARDIN COUNTY, 27 RAILS SOUTH OF
 GZ2361'MILEPOST L 36, 7 RAILS SOUTHWEST OF THE SOUTHWEST END OF A ROCK
 GZ2361'CUT, AT A CONCRETE SURFACE DRAIN, IN THE TOP OF THE SOUTHEAST
 GZ2361'CORNER OF THE EAST END OF THE DRAIN, 8.7 FEET WEST OF THE WEST
 GZ2361'RAIL, AND ABOUT 18 INCHES LOWER THAN THE TRACK.  A STANDARD
 GZ2361'DISK STAMPED E 59 1935.
 GZ2361
 GZ2361                          STATION RECOVERY (1983)
 GZ2361
 GZ2361'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ2361'RECOVERED IN GOOD CONDITION.
 GZ2361
 GZ2361                          STATION RECOVERY (1988)
 GZ2361
 GZ2361'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 GZ2361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1476 ***********************************************************************
 HZ1476  DESIGNATION -  E 60
 HZ1476  PID         -  HZ1476
 HZ1476  STATE/COUNTY-  KY/JEFFERSON
 HZ1476  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1476
 HZ1476                         *CURRENT SURVEY CONTROL
 HZ1476  ___________________________________________________________________
 HZ1476* NAD 83(1986)-  38 14 48.     (N)    085 46 10.     (W)     SCALED    
 HZ1476* NAVD 88     -       139.910  (meters)     459.02   (feet)  ADJUSTED  
 HZ1476  ___________________________________________________________________
 HZ1476  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ1476  DYNAMIC HT  -         139.815 (meters)     458.71  (feet)  COMP
 HZ1476  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 HZ1476
 HZ1476  VERT ORDER  -  FIRST     CLASS II
 HZ1476
 HZ1476.The horizontal coordinates were scaled from a topographic map and have
 HZ1476.an estimated accuracy of +/- 6 seconds.
 HZ1476
 HZ1476.The orthometric height was determined by differential leveling
 HZ1476.and adjusted by the National Geodetic Survey in June 1991..
 HZ1476
 HZ1476.The geoid height was determined by GEOID03.
 HZ1476
 HZ1476.The dynamic height is computed by dividing the NAVD 88
 HZ1476.geopotential number by the normal gravity value computed on the
 HZ1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1476.degrees latitude (g = 980.6199 gals.).
 HZ1476
 HZ1476.The modeled gravity was interpolated from observed gravity values.
 HZ1476
 HZ1476;                    North         East    Units  Estimated Accuracy
 HZ1476;SPC KY1Z     - 1,212,350.    1,498,300.      MT  (+/- 180 meters Scaled)
 HZ1476
 HZ1476                          SUPERSEDED SURVEY CONTROL
 HZ1476
 HZ1476  NGVD 29 (??/??/92)  140.054  (m)          459.49   (f) ADJ UNCH    1 2
 HZ1476
 HZ1476.Superseded values are not recommended for survey control.
 HZ1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1476.See file dsdata.txt to determine how the superseded data were derived.
 HZ1476
 HZ1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH076339(NAD 83)
 HZ1476_MARKER: DB = BENCH MARK DISK
 HZ1476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1476_SP_SET: WATER TABLE
 HZ1476_STAMPING: E 60 1935
 HZ1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1476
 HZ1476  HISTORY     - Date     Condition        Report By
 HZ1476  HISTORY     - 1935     MONUMENTED       CGS
 HZ1476  HISTORY     - 1954     GOOD             NGS
 HZ1476
 HZ1476                          STATION DESCRIPTION
 HZ1476
 HZ1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1476'AT LOUISVILLE.
 HZ1476'AT LOUISVILLE, AT THE UNION STATION, ABOUT 240 FEET SOUTH OF
 HZ1476'BROADWAY, SET VERTICALLY IN THE WEST FACE OF WATER TABLE OF
 HZ1476'BAGGAGE ROOM, 15 FEET EAST OF EAST RAIL OF TRACK NO. 11, 1 FOOT
 HZ1476'NORTH OF SOUTHWEST CORNER OF BAGGAGE ROOM AND ABOUT 3 1/2 FEET
 HZ1476'ABOVE LEVEL OF WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1230 ***********************************************************************
 GB1230  DESIGNATION -  E 61
 GB1230  PID         -  GB1230
 GB1230  STATE/COUNTY-  KY/PULASKI
 GB1230  USGS QUAD   -  BURNSIDE (1982)
 GB1230
 GB1230                         *CURRENT SURVEY CONTROL
 GB1230  ___________________________________________________________________
 GB1230* NAD 83(1986)-  36 59 45.     (N)    084 36 27.     (W)     SCALED    
 GB1230* NAVD 88     -       225.360  (meters)     739.37   (feet)  ADJUSTED  
 GB1230  ___________________________________________________________________
 GB1230  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GB1230  DYNAMIC HT  -         225.185 (meters)     738.79  (feet)  COMP
 GB1230  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 GB1230
 GB1230  VERT ORDER  -  FIRST     CLASS II
 GB1230
 GB1230.The horizontal coordinates were scaled from a topographic map and have
 GB1230.an estimated accuracy of +/- 6 seconds.
 GB1230
 GB1230.The orthometric height was determined by differential leveling
 GB1230.and adjusted by the National Geodetic Survey in June 1991..
 GB1230
 GB1230.The geoid height was determined by GEOID03.
 GB1230
 GB1230.The dynamic height is computed by dividing the NAVD 88
 GB1230.geopotential number by the normal gravity value computed on the
 GB1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1230.degrees latitude (g = 980.6199 gals.).
 GB1230
 GB1230.The modeled gravity was interpolated from observed gravity values.
 GB1230
 GB1230;                    North         East    Units  Estimated Accuracy
 GB1230;SPC KY1Z     - 1,074,150.    1,601,700.      MT  (+/- 180 meters Scaled)
 GB1230
 GB1230                          SUPERSEDED SURVEY CONTROL
 GB1230
 GB1230  NGVD 29 (??/??/92)  225.53   (m)          739.9    (f) COMPUTED    1 2
 GB1230
 GB1230.Superseded values are not recommended for survey control.
 GB1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1230.See file dsdata.txt to determine how the superseded data were derived.
 GB1230
 GB1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF129970(NAD 83)
 GB1230_MARKER: DB = BENCH MARK DISK
 GB1230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1230_SP_SET: BRIDGE
 GB1230_STAMPING: E 61 1935
 GB1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1230
 GB1230  HISTORY     - Date     Condition        Report By
 GB1230  HISTORY     - 1935     MONUMENTED       CGS
 GB1230  HISTORY     - 1958     GOOD             NGS
 GB1230  HISTORY     - 1968     MARK NOT FOUND   NGS
 GB1230
 GB1230                          STATION DESCRIPTION
 GB1230
 GB1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB1230'0.9 MI N FROM BURNSIDE.
 GB1230'0.9 MILE NORTH ALONG THE CINCINNATI, NEW ORLEANS AND TEXAS PACIFIC
 GB1230'RAILWAY FROM THE STATION AT BURNSIDE, PULASKI COUNTY, AT THE NORTH
 GB1230'END OF THE BRIDGE OVER CUMBERLAND RIVER, AT THE SOUTH END OF A
 GB1230'TUNNEL, IN THE PARAPET WALL, 16 FEET WEST OF THE WEST RAIL, AND ABOUT
 GB1230'18 INCHES LOWER THAN THE BASE OF THE RAIL.  NOTE-- THIS TUNNEL IS
 GB1230'UNDER WATER EXCEPT AT VERY LOW WATER TOP PORTION OF TUNNEL VISIBLE.
 GB1230
 GB1230                          STATION RECOVERY (1968)
 GB1230
 GB1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB1230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1231 ***********************************************************************
 GB1231  DESIGNATION -  E 61 RESET 1948
 GB1231  PID         -  GB1231
 GB1231  STATE/COUNTY-  KY/PULASKI
 GB1231  USGS QUAD   -  BURNSIDE (1982)
 GB1231
 GB1231                         *CURRENT SURVEY CONTROL
 GB1231  ___________________________________________________________________
 GB1231* NAD 83(1986)-  36 59 29.     (N)    084 36 24.     (W)     SCALED    
 GB1231* NAVD 88     -       244.217  (meters)     801.24   (feet)  ADJUSTED  
 GB1231  ___________________________________________________________________
 GB1231  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB1231  DYNAMIC HT  -         244.029 (meters)     800.62  (feet)  COMP
 GB1231  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 GB1231
 GB1231  VERT ORDER  -  FIRST     CLASS I
 GB1231
 GB1231.The horizontal coordinates were scaled from a topographic map and have
 GB1231.an estimated accuracy of +/- 6 seconds.
 GB1231
 GB1231.The orthometric height was determined by differential leveling
 GB1231.and adjusted by the National Geodetic Survey in June 1991..
 GB1231.WARNING-Repeat measurements at this control monument indicate possible
 GB1231.vertical movement.
 GB1231
 GB1231.The geoid height was determined by GEOID03.
 GB1231
 GB1231.The dynamic height is computed by dividing the NAVD 88
 GB1231.geopotential number by the normal gravity value computed on the
 GB1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1231.degrees latitude (g = 980.6199 gals.).
 GB1231
 GB1231.The modeled gravity was interpolated from observed gravity values.
 GB1231
 GB1231;                    North         East    Units  Estimated Accuracy
 GB1231;SPC KY1Z     - 1,073,660.    1,601,780.      MT  (+/- 180 meters Scaled)
 GB1231
 GB1231                          SUPERSEDED SURVEY CONTROL
 GB1231
 GB1231  NGVD 29 (??/??/92)  244.395  (m)          801.82   (f) ADJ UNCH    1 1
 GB1231
 GB1231.Superseded values are not recommended for survey control.
 GB1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1231.See file dsdata.txt to determine how the superseded data were derived.
 GB1231
 GB1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF129965(NAD 83)
 GB1231_MARKER: DB = BENCH MARK DISK
 GB1231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1231_SP_SET: FOUNDATION
 GB1231_STAMPING: E 61 1935 RESET 1948 801.819
 GB1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1231
 GB1231  HISTORY     - Date     Condition        Report By
 GB1231  HISTORY     - 1948     MONUMENTED       CGS
 GB1231  HISTORY     - 1968     GOOD             NGS
 GB1231
 GB1231                          STATION DESCRIPTION
 GB1231
 GB1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB1231'0.9 MI W FROM BURNSIDE.
 GB1231'ABOUT 0.55 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB1231'STATION AT BURNSIDE, THENCE 0.15 MILE SOUTHWEST ALONG EAST LAKE
 GB1231'SHORE DRIVE, THENCE 0.2 MILE SOUTHWEST ALONG WEST LAKE SHORE
 GB1231'DRIVE, 62 1/2 FEET WEST OF THE CENTERLINE OF THE DRIVE, SET IN
 GB1231'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION FOR
 GB1231'THE SOUTHEAST STEEL LEG OF A PYLON THAT SUPPORTS POWER LINES WHICH
 GB1231'CROSS THE CUMBERLAND RIVER, 100 YARDS WEST AND ACROSS THE DRIVE
 GB1231'FROM A BRICK HOUSE, 85 YARDS SOUTH OF A FRAME HOUSE, AND ABOUT
 GB1231'LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2010 ***********************************************************************
 GB2010  DESIGNATION -  E 62
 GB2010  PID         -  GB2010
 GB2010  STATE/COUNTY-  KY/METCALFE
 GB2010  USGS QUAD   -  SUMMER SHADE (1974)
 GB2010
 GB2010                         *CURRENT SURVEY CONTROL
 GB2010  ___________________________________________________________________
 GB2010* NAD 83(1986)-  36 53 05.     (N)    085 42 19.     (W)     SCALED    
 GB2010* NAVD 88     -       267.110  (meters)     876.34   (feet)  ADJUSTED  
 GB2010  ___________________________________________________________________
 GB2010  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GB2010  DYNAMIC HT  -         266.890 (meters)     875.62  (feet)  COMP
 GB2010  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 GB2010
 GB2010  VERT ORDER  -  SECOND    CLASS 0
 GB2010
 GB2010.The horizontal coordinates were scaled from a topographic map and have
 GB2010.an estimated accuracy of +/- 6 seconds.
 GB2010
 GB2010.The orthometric height was determined by differential leveling
 GB2010.and adjusted by the National Geodetic Survey in June 1991..
 GB2010
 GB2010.The geoid height was determined by GEOID03.
 GB2010
 GB2010.The dynamic height is computed by dividing the NAVD 88
 GB2010.geopotential number by the normal gravity value computed on the
 GB2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2010.degrees latitude (g = 980.6199 gals.).
 GB2010
 GB2010.The modeled gravity was interpolated from observed gravity values.
 GB2010
 GB2010;                    North         East    Units  Estimated Accuracy
 GB2010;SPC KY1Z     - 1,061,200.    1,503,990.      MT  (+/- 180 meters Scaled)
 GB2010
 GB2010                          SUPERSEDED SURVEY CONTROL
 GB2010
 GB2010  NGVD 29 (??/??/92)  267.244  (m)          876.78   (f) ADJ UNCH    2 0
 GB2010
 GB2010.Superseded values are not recommended for survey control.
 GB2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2010.See file dsdata.txt to determine how the superseded data were derived.
 GB2010
 GB2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF153828(NAD 83)
 GB2010_MARKER: DB = BENCH MARK DISK
 GB2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2010_STAMPING: E 62 1935 876.783
 GB2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2010+STABILITY: SURFACE MOTION
 GB2010
 GB2010  HISTORY     - Date     Condition        Report By
 GB2010  HISTORY     - 1935     MONUMENTED       CGS
 GB2010  HISTORY     - 1951     GOOD             NGS
 GB2010  HISTORY     - 1974     MARK NOT FOUND   USGS
 GB2010
 GB2010                          STATION DESCRIPTION
 GB2010
 GB2010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB2010'AT SUMMER SHADE.
 GB2010'AT SUMMER SHADE, ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 90 FROM
 GB2010'THE POST OFFICE, AT TOM PERKINS RESIDENCE, 30 1/2 FEET SOUTH OF
 GB2010'CENTER LINE OF HIGHWAY, 124 FEET WEST OF CENTER OF JUNCTION OF
 GB2010'HIGHWAY 90 AND STATE HIGHWAY 640, 37 FEET WEST OF CENTER LINE OF
 GB2010'A GRAVEL ROAD SOUTH, 15 FEET EAST OF THE EAST EDGE OF A CONCRETE
 GB2010'WALK, 8.8 FEET NORTHEAST OF NORTHEAST CORNER OF A SMALL NARROW
 GB2010'CONCRETE PORCH, ABOUT 1 FOOT BELOW HIGHWAY AND SET IN THE TOP OF
 GB2010'A CONCRETE POST ABOUT FLUSH WITH GROUND.
 GB2010
 GB2010                          STATION RECOVERY (1974)
 GB2010
 GB2010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GB2010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2023 ***********************************************************************
 GB2023  DESIGNATION -  E 63
 GB2023  PID         -  GB2023
 GB2023  STATE/COUNTY-  KY/BARREN
 GB2023  USGS QUAD   -  GLASGOW SOUTH (1979)
 GB2023
 GB2023                         *CURRENT SURVEY CONTROL
 GB2023  ___________________________________________________________________
 GB2023* NAD 83(1986)-  36 58 29.     (N)    085 56 12.     (W)     SCALED    
 GB2023* NAVD 88     -       194.076  (meters)     636.73   (feet)  ADJUSTED  
 GB2023  ___________________________________________________________________
 GB2023  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GB2023  DYNAMIC HT  -         193.921 (meters)     636.22  (feet)  COMP
 GB2023  MODELED GRAV-     979,828.4   (mgal)                       NAVD 88
 GB2023
 GB2023  VERT ORDER  -  SECOND    CLASS 0
 GB2023
 GB2023.The horizontal coordinates were scaled from a topographic map and have
 GB2023.an estimated accuracy of +/- 6 seconds.
 GB2023
 GB2023.The orthometric height was determined by differential leveling
 GB2023.and adjusted by the National Geodetic Survey in June 1991..
 GB2023
 GB2023.The geoid height was determined by GEOID03.
 GB2023
 GB2023.The dynamic height is computed by dividing the NAVD 88
 GB2023.geopotential number by the normal gravity value computed on the
 GB2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2023.degrees latitude (g = 980.6199 gals.).
 GB2023
 GB2023.The modeled gravity was interpolated from observed gravity values.
 GB2023
 GB2023;                    North         East    Units  Estimated Accuracy
 GB2023;SPC KY1Z     - 1,071,200.    1,483,380.      MT  (+/- 180 meters Scaled)
 GB2023
 GB2023                          SUPERSEDED SURVEY CONTROL
 GB2023
 GB2023  NGVD 29 (??/??/92)  194.212  (m)          637.18   (f) ADJ UNCH    2 0
 GB2023
 GB2023.Superseded values are not recommended for survey control.
 GB2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2023.See file dsdata.txt to determine how the superseded data were derived.
 GB2023
 GB2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF946925(NAD 83)
 GB2023_MARKER: DB = BENCH MARK DISK
 GB2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2023_STAMPING: E 63 1935
 GB2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2023+STABILITY: SURFACE MOTION
 GB2023
 GB2023  HISTORY     - Date     Condition        Report By
 GB2023  HISTORY     - 1935     MONUMENTED       CGS
 GB2023  HISTORY     - 1948     GOOD             NGS
 GB2023
 GB2023                          STATION DESCRIPTION
 GB2023
 GB2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GB2023'2 MI S FROM GLASGOW.
 GB2023'2.0 MILES SOUTH ALONG U.S. HIGHWAY 31 E FROM THE COURTHOUSE AT
 GB2023'GLASGOW, BARREN COUNTY, 0.2 MILE SOUTH OF A CONCRETE BRIDGE OVER
 GB2023'SOUTH FORK RIVER, 21.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GB2023'THE CONCRETE HEADWALL OF A CORRUGATED-IRON PIPE CULVERT, 31
 GB2023'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET EAST OF THE
 GB2023'CENTERLINE OF A SMALL STREAM, AND LEVEL WITH THE HIGHWAY.  A
 GB2023'STANDARD DISK, STAMPED E 63 1935 AND SET IN THE TOP OF A CONCRETE
 GB2023'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0112 ***********************************************************************
 HB0112  DESIGNATION -  E 64
 HB0112  PID         -  HB0112
 HB0112  STATE/COUNTY-  KY/CRITTENDEN
 HB0112  USGS QUAD   -  REPTON (1996)
 HB0112
 HB0112                         *CURRENT SURVEY CONTROL
 HB0112  ___________________________________________________________________
 HB0112* NAD 83(1986)-  37 23 19.     (N)    088 00 59.     (W)     SCALED    
 HB0112* NAVD 88     -       146.943  (meters)     482.10   (feet)  ADJUSTED  
 HB0112  ___________________________________________________________________
 HB0112  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 HB0112  DYNAMIC HT  -         146.836 (meters)     481.74  (feet)  COMP
 HB0112  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 HB0112
 HB0112  VERT ORDER  -  FIRST     CLASS II
 HB0112
 HB0112.The horizontal coordinates were scaled from a topographic map and have
 HB0112.an estimated accuracy of +/- 6 seconds.
 HB0112
 HB0112.The orthometric height was determined by differential leveling
 HB0112.and adjusted by the National Geodetic Survey in June 1991..
 HB0112
 HB0112.The geoid height was determined by GEOID03.
 HB0112
 HB0112.The dynamic height is computed by dividing the NAVD 88
 HB0112.geopotential number by the normal gravity value computed on the
 HB0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0112.degrees latitude (g = 980.6199 gals.).
 HB0112
 HB0112.The modeled gravity was interpolated from observed gravity values.
 HB0112
 HB0112;                    North         East    Units  Estimated Accuracy
 HB0112;SPC KY1Z     - 1,119,560.    1,299,330.      MT  (+/- 180 meters Scaled)
 HB0112
 HB0112                          SUPERSEDED SURVEY CONTROL
 HB0112
 HB0112  NGVD 29 (??/??/??)  147.028  (m)          482.37   (f) ADJUSTED    1 2
 HB0112
 HB0112.Superseded values are not recommended for survey control.
 HB0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0112.See file dsdata.txt to determine how the superseded data were derived.
 HB0112
 HB0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG100384(NAD 83)
 HB0112_MARKER: DB = BENCH MARK DISK
 HB0112_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HB0112_SP_SET: APRON
 HB0112_STAMPING: E 64 1935
 HB0112_MARK LOGO: CGS   
 HB0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0112
 HB0112  HISTORY     - Date     Condition        Report By
 HB0112  HISTORY     - 1935     MONUMENTED       CGS
 HB0112  HISTORY     - 1949     GOOD             CGS
 HB0112  HISTORY     - 1985     GOOD             NGS
 HB0112
 HB0112                          STATION DESCRIPTION
 HB0112
 HB0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0112'5.5 MI NE FROM MARION.
 HB0112'5.5 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0112'STATION AT MARION, AT REPTON, SET IN THE TOP OF THE SOUTHWEST
 HB0112'CORNER OF THE CONCRETE WELL CURB AT THE RESIDENCE OF B.M. DUVALL,
 HB0112'109 FEET NORTHEAST OF THE CENTER OF THE ROAD CROSSING ON I.C. RR.,
 HB0112'57.3 FEET EAST OF THE EAST RAIL, 39 1/2 FEET SOUTHEAST OF THE
 HB0112'SOUTHEAST CORNER OF THE STATION, 18 1/2 FEET WEST OF THE SOUTHWEST
 HB0112'CORNER OF THE HOUSE, AND ABOUT 2 FEET BELOW THE TRACK.
 HB0112
 HB0112                          STATION RECOVERY (1985)
 HB0112
 HB0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0112'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 8.8 KM (5.45 MI)
 HB0112'NORTHEASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 HB0112'HIGHWAY 641 IN MARION, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG REPTON
 HB0112'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1793 ***********************************************************************
 HB1793  DESIGNATION -  E 64 RESET
 HB1793  PID         -  HB1793
 HB1793  STATE/COUNTY-  KY/CRITTENDEN
 HB1793  USGS QUAD   -  REPTON (1996)
 HB1793
 HB1793                         *CURRENT SURVEY CONTROL
 HB1793  ___________________________________________________________________
 HB1793* NAD 83(1986)-  37 23 19.     (N)    088 00 59.     (W)     SCALED    
 HB1793* NAVD 88     -       146.23   (meters)     479.8    (feet)  RESET     
 HB1793  ___________________________________________________________________
 HB1793  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 HB1793
 HB1793  VERT ORDER  -  THIRD
 HB1793
 HB1793.The horizontal coordinates were scaled from a topographic map and have
 HB1793.an estimated accuracy of +/- 6 seconds.
 HB1793
 HB1793.The orthometric height was computed from unverified reset data.
 HB1793.No vertical observational check was made to the station.
 HB1793
 HB1793.The geoid height was determined by GEOID03.
 HB1793
 HB1793;                    North         East    Units  Estimated Accuracy
 HB1793;SPC KY1Z     - 1,119,560.    1,299,330.      MT  (+/- 180 meters Scaled)
 HB1793
 HB1793                          SUPERSEDED SURVEY CONTROL
 HB1793
 HB1793  NGVD 29 (10/08/05)  146.32   (m)          480.1    (f) RESET       3  
 HB1793
 HB1793.Superseded values are not recommended for survey control.
 HB1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1793.See file dsdata.txt to determine how the superseded data were derived.
 HB1793
 HB1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG100384(NAD 83)
 HB1793_MARKER: DB = BENCH MARK DISK
 HB1793_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HB1793_SP_SET: STEPS
 HB1793_STAMPING: E 64 RESET 1986
 HB1793_MARK LOGO: KYDT  
 HB1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1793
 HB1793  HISTORY     - Date     Condition        Report By
 HB1793  HISTORY     - 1986     MONUMENTED       KYDT
 HB1793
 HB1793                          STATION DESCRIPTION
 HB1793
 HB1793'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1986
 HB1793'8.9 KM (5.50 MI) NE FROM MARION.
 HB1793'5.5 MI NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 HB1793'AT MARION, IN REPTON, IN THE BOTTOM STEP AT THE NORTHEAST REAR
 HB1793'ENTRANCE TO THE C. DUVALL RESIDENCE, 108 FT EAST OF THE EAST RAIL AND
 HB1793'78 FT NORTH OF THE CENTER OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1011 ***********************************************************************
 GC1011  DESIGNATION -  E 66
 GC1011  PID         -  GC1011
 GC1011  STATE/COUNTY-  KY/SIMPSON
 GC1011  USGS QUAD   -  FRANKLIN (1994)
 GC1011
 GC1011                         *CURRENT SURVEY CONTROL
 GC1011  ___________________________________________________________________
 GC1011* NAD 83(1986)-  36 43 13.     (N)    086 34 29.     (W)     SCALED    
 GC1011* NAVD 88     -       219.508  (meters)     720.17   (feet)  ADJUSTED  
 GC1011  ___________________________________________________________________
 GC1011  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GC1011  DYNAMIC HT  -         219.326 (meters)     719.57  (feet)  COMP
 GC1011  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 GC1011
 GC1011  VERT ORDER  -  SECOND    CLASS 0
 GC1011
 GC1011.The horizontal coordinates were scaled from a topographic map and have
 GC1011.an estimated accuracy of +/- 6 seconds.
 GC1011
 GC1011.The orthometric height was determined by differential leveling
 GC1011.and adjusted by the National Geodetic Survey in June 1991..
 GC1011
 GC1011.The geoid height was determined by GEOID03.
 GC1011
 GC1011.The dynamic height is computed by dividing the NAVD 88
 GC1011.geopotential number by the normal gravity value computed on the
 GC1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1011.degrees latitude (g = 980.6199 gals.).
 GC1011
 GC1011.The modeled gravity was interpolated from observed gravity values.
 GC1011
 GC1011;                    North         East    Units  Estimated Accuracy
 GC1011;SPC KY1Z     - 1,043,270.    1,426,320.      MT  (+/- 180 meters Scaled)
 GC1011
 GC1011                          SUPERSEDED SURVEY CONTROL
 GC1011
 GC1011  NGVD 29 (??/??/92)  219.607  (m)          720.49   (f) ADJ UNCH    2 0
 GC1011
 GC1011.Superseded values are not recommended for survey control.
 GC1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1011.See file dsdata.txt to determine how the superseded data were derived.
 GC1011
 GC1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF379639(NAD 83)
 GC1011_MARKER: DB = BENCH MARK DISK
 GC1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1011_STAMPING: E 66 1935
 GC1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1011+STABILITY: SURFACE MOTION
 GC1011
 GC1011  HISTORY     - Date     Condition        Report By
 GC1011  HISTORY     - 1935     MONUMENTED       CGS
 GC1011  HISTORY     - 1951     MARK NOT FOUND   USGS
 GC1011  HISTORY     - 20030710 MARK NOT FOUND   KYDT
 GC1011
 GC1011                          STATION DESCRIPTION
 GC1011
 GC1011'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GC1011'AT FRANKLIN.
 GC1011'AT FRANKLIN, SIMPSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC1011'RAILROAD, 165 YARDS SOUTH OF THE STATION, 33 FEET NORTHEAST OF
 GC1011'SIGNAL 134.1, 12.3 FEET EAST OF THE EAST RAIL, AND 0.3 FOOT
 GC1011'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 66
 GC1011'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GC1011
 GC1011                          STATION RECOVERY (2003)
 GC1011
 GC1011'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1393 ***********************************************************************
 GZ1393  DESIGNATION -  E 67
 GZ1393  PID         -  GZ1393
 GZ1393  STATE/COUNTY-  KY/MARION
 GZ1393  USGS QUAD   -  GRAVEL SWITCH (1953)
 GZ1393
 GZ1393                         *CURRENT SURVEY CONTROL
 GZ1393  ___________________________________________________________________
 GZ1393* NAD 83(1986)-  37 34 31.     (N)    085 04 03.     (W)     SCALED    
 GZ1393* NAVD 88     -       288.007  (meters)     944.90   (feet)  ADJUSTED  
 GZ1393  ___________________________________________________________________
 GZ1393  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 GZ1393  DYNAMIC HT  -         287.782 (meters)     944.16  (feet)  COMP
 GZ1393  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 GZ1393
 GZ1393  VERT ORDER  -  SECOND    CLASS 0
 GZ1393
 GZ1393.The horizontal coordinates were scaled from a topographic map and have
 GZ1393.an estimated accuracy of +/- 6 seconds.
 GZ1393
 GZ1393.The orthometric height was determined by differential leveling
 GZ1393.and adjusted by the National Geodetic Survey in June 1991..
 GZ1393
 GZ1393.The geoid height was determined by GEOID03.
 GZ1393
 GZ1393.The dynamic height is computed by dividing the NAVD 88
 GZ1393.geopotential number by the normal gravity value computed on the
 GZ1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1393.degrees latitude (g = 980.6199 gals.).
 GZ1393
 GZ1393.The modeled gravity was interpolated from observed gravity values.
 GZ1393
 GZ1393;                    North         East    Units  Estimated Accuracy
 GZ1393;SPC KY1Z     - 1,138,060.    1,560,280.      MT  (+/- 180 meters Scaled)
 GZ1393
 GZ1393                          SUPERSEDED SURVEY CONTROL
 GZ1393
 GZ1393  NGVD 29 (??/??/92)  288.146  (m)          945.36   (f) ADJ UNCH    2 0
 GZ1393
 GZ1393.Superseded values are not recommended for survey control.
 GZ1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1393.See file dsdata.txt to determine how the superseded data were derived.
 GZ1393
 GZ1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG706604(NAD 83)
 GZ1393_MARKER: DB = BENCH MARK DISK
 GZ1393_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1393_SP_SET: ROCK OUTCROP
 GZ1393_STAMPING: E 67 1935
 GZ1393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1393+STABILITY: POSITION/ELEVATION WELL
 GZ1393
 GZ1393  HISTORY     - Date     Condition        Report By
 GZ1393  HISTORY     - 1935     MONUMENTED       CGS
 GZ1393  HISTORY     - 1981     GOOD             KYDT
 GZ1393
 GZ1393                          STATION DESCRIPTION
 GZ1393
 GZ1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ1393'2 MI NE FROM RILEY.
 GZ1393'2.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ1393'FROM THE STATION AT RILEY, MARION COUNTY, 17 YARDS EAST OF A
 GZ1393'PRIVATE-ROAD CROSSING, 14 YARDS NORTHWEST OF THE NORTHWEST CORNER
 GZ1393'OF A CULVERT, 25 YARDS NORTH OF THE NORTH RAIL, NORTH OF A FENCE
 GZ1393'LINE, IN THE TOP OF A LIMESTONE OUTCROP, AND ABOUT 8 FEET LOWER
 GZ1393'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 67 1935.
 GZ1393
 GZ1393                          STATION RECOVERY (1981)
 GZ1393
 GZ1393'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0284 ***********************************************************************
 HZ0284  DESIGNATION -  E 68
 HZ0284  PID         -  HZ0284
 HZ0284  STATE/COUNTY-  KY/ANDERSON
 HZ0284  USGS QUAD   -  LAWRENCEBURG (1987)
 HZ0284
 HZ0284                         *CURRENT SURVEY CONTROL
 HZ0284  ___________________________________________________________________
 HZ0284* NAD 83(1986)-  38 01 54.     (N)    084 53 31.     (W)     SCALED    
 HZ0284* NAVD 88     -       240.223  (meters)     788.13   (feet)  ADJUSTED  
 HZ0284  ___________________________________________________________________
 HZ0284  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ0284  DYNAMIC HT  -         240.047 (meters)     787.55  (feet)  COMP
 HZ0284  MODELED GRAV-     979,889.9   (mgal)                       NAVD 88
 HZ0284
 HZ0284  VERT ORDER  -  SECOND    CLASS 0
 HZ0284
 HZ0284.The horizontal coordinates were scaled from a topographic map and have
 HZ0284.an estimated accuracy of +/- 6 seconds.
 HZ0284
 HZ0284.The orthometric height was determined by differential leveling
 HZ0284.and adjusted by the National Geodetic Survey in June 1991..
 HZ0284
 HZ0284.The geoid height was determined by GEOID03.
 HZ0284
 HZ0284.The dynamic height is computed by dividing the NAVD 88
 HZ0284.geopotential number by the normal gravity value computed on the
 HZ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0284.degrees latitude (g = 980.6199 gals.).
 HZ0284
 HZ0284.The modeled gravity was interpolated from observed gravity values.
 HZ0284
 HZ0284;                    North         East    Units  Estimated Accuracy
 HZ0284;SPC KY1Z     - 1,188,830.    1,575,330.      MT  (+/- 180 meters Scaled)
 HZ0284
 HZ0284                          SUPERSEDED SURVEY CONTROL
 HZ0284
 HZ0284  NGVD 29 (??/??/92)  240.365  (m)          788.60   (f) ADJ UNCH    2 0
 HZ0284
 HZ0284.Superseded values are not recommended for survey control.
 HZ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0284.See file dsdata.txt to determine how the superseded data were derived.
 HZ0284
 HZ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH850114(NAD 83)
 HZ0284_MARKER: DB = BENCH MARK DISK
 HZ0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0284_SP_SET: BUILDING
 HZ0284_STAMPING: E 68 1935
 HZ0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0284
 HZ0284  HISTORY     - Date     Condition        Report By
 HZ0284  HISTORY     - 1935     MONUMENTED       CGS
 HZ0284  HISTORY     - 1982     GOOD             KYDT
 HZ0284
 HZ0284                          STATION DESCRIPTION
 HZ0284
 HZ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ0284'0.3 MI S FROM LAWRENCEBURG.
 HZ0284'0.3 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0284'LAWRENCEBURG, ANDERSON COUNTY, 16 YARDS WEST OF THE WEST RAIL OF
 HZ0284'THE MAIN TRACK, AT THE CONCRETE-BLOCK BUILDING OF THE ANDERSON
 HZ0284'ICE COMPANY, IN THE EAST WALL, 1.3 FEET SOUTH OF THE NORTHEAST
 HZ0284'CORNER OF THE BUILDING AND 1.4 FEET ABOVE THE WATER TABLE.  A
 HZ0284'STANDARD DISK, STAMPED E 68 1935 AND SET VERTICALLY.
 HZ0284
 HZ0284                          STATION RECOVERY (1982)
 HZ0284
 HZ0284'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 HZ0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0819 ***********************************************************************
 HA0819  DESIGNATION -  E 69
 HA0819  PID         -  HA0819
 HA0819  STATE/COUNTY-  KY/CHRISTIAN
 HA0819  USGS QUAD   -  NORTONVILLE (1963)
 HA0819
 HA0819                         *CURRENT SURVEY CONTROL
 HA0819  ___________________________________________________________________
 HA0819* NAD 83(1986)-  37 08 02.     (N)    087 28 30.     (W)     SCALED    
 HA0819* NAVD 88     -       130.973  (meters)     429.70   (feet)  ADJUSTED  
 HA0819  ___________________________________________________________________
 HA0819  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 HA0819  DYNAMIC HT  -         130.875 (meters)     429.38  (feet)  COMP
 HA0819  MODELED GRAV-     979,875.2   (mgal)                       NAVD 88
 HA0819
 HA0819  VERT ORDER  -  SECOND    CLASS 0
 HA0819
 HA0819.The horizontal coordinates were scaled from a topographic map and have
 HA0819.an estimated accuracy of +/- 6 seconds.
 HA0819
 HA0819.The orthometric height was determined by differential leveling
 HA0819.and adjusted by the National Geodetic Survey in June 1991..
 HA0819
 HA0819.The geoid height was determined by GEOID03.
 HA0819
 HA0819.The dynamic height is computed by dividing the NAVD 88
 HA0819.geopotential number by the normal gravity value computed on the
 HA0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0819.degrees latitude (g = 980.6199 gals.).
 HA0819
 HA0819.The modeled gravity was interpolated from observed gravity values.
 HA0819
 HA0819;                    North         East    Units  Estimated Accuracy
 HA0819;SPC KY1Z     - 1,090,270.    1,346,740.      MT  (+/- 180 meters Scaled)
 HA0819
 HA0819                          SUPERSEDED SURVEY CONTROL
 HA0819
 HA0819  NGVD 29 (??/??/92)  131.055  (m)          429.97   (f) ADJ UNCH    2 0
 HA0819
 HA0819.Superseded values are not recommended for survey control.
 HA0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0819.See file dsdata.txt to determine how the superseded data were derived.
 HA0819
 HA0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG578098(NAD 83)
 HA0819_MARKER: DB = BENCH MARK DISK
 HA0819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0819_SP_SET: UNDERPASS
 HA0819_STAMPING: E 69 1935
 HA0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0819
 HA0819  HISTORY     - Date     Condition        Report By
 HA0819  HISTORY     - 1935     MONUMENTED       CGS
 HA0819  HISTORY     - 1951     GOOD             USGS
 HA0819  HISTORY     - 1963     MARK NOT FOUND   USGS
 HA0819
 HA0819                          STATION DESCRIPTION
 HA0819
 HA0819'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 HA0819'0.6 MI N FROM MANNINGTON.
 HA0819'0.6 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HA0819'THE STATION AT MANNINGTON, CHRISTIAN COUNTY, 140 YARDS SOUTH
 HA0819'OF MILEPOST 260, 110 YARDS WEST OF THE CENTERLINE OF U.S. HIGHWAY
 HA0819'41, AT A CONCRETE UNDERPASS, IN THE TOP OF THE SOUTHEAST HEADWALL,
 HA0819'16 FEET EAST OF THE EAST RAIL, AND ABOUT 10 FEET LOWER THAN THE
 HA0819'TRACK.  A STANDARD DISK, STAMPED E 69 1935.  NOTE-- THE RAILROAD
 HA0819'STATION AT MANNINGTON HAS BEEN TORN DOWN.
 HA0819
 HA0819                          STATION RECOVERY (1963)
 HA0819
 HA0819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HA0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1194 ***********************************************************************
 GC1194  DESIGNATION -  E 70
 GC1194  PID         -  GC1194
 GC1194  STATE/COUNTY-  KY/TODD
 GC1194  USGS QUAD   -  ELKTON (1982)
 GC1194
 GC1194                         *CURRENT SURVEY CONTROL
 GC1194  ___________________________________________________________________
 GC1194* NAD 83(1986)-  36 48 36.     (N)    087 09 17.     (W)     SCALED    
 GC1194* NAVD 88     -       190.725  (meters)     625.74   (feet)  ADJUSTED  
 GC1194  ___________________________________________________________________
 GC1194  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC1194  DYNAMIC HT  -         190.573 (meters)     625.24  (feet)  COMP
 GC1194  MODELED GRAV-     979,827.3   (mgal)                       NAVD 88
 GC1194
 GC1194  VERT ORDER  -  FIRST     CLASS I
 GC1194
 GC1194.The horizontal coordinates were scaled from a topographic map and have
 GC1194.an estimated accuracy of +/- 6 seconds.
 GC1194
 GC1194.The orthometric height was determined by differential leveling
 GC1194.and adjusted by the National Geodetic Survey in June 1991..
 GC1194
 GC1194.The geoid height was determined by GEOID03.
 GC1194
 GC1194.The dynamic height is computed by dividing the NAVD 88
 GC1194.geopotential number by the normal gravity value computed on the
 GC1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1194.degrees latitude (g = 980.6199 gals.).
 GC1194
 GC1194.The modeled gravity was interpolated from observed gravity values.
 GC1194
 GC1194;                    North         East    Units  Estimated Accuracy
 GC1194;SPC KY1Z     - 1,053,850.    1,374,650.      MT  (+/- 180 meters Scaled)
 GC1194
 GC1194                          SUPERSEDED SURVEY CONTROL
 GC1194
 GC1194  NGVD 29 (??/??/92)  190.803  (m)          625.99   (f) ADJ UNCH    1 1
 GC1194
 GC1194.Superseded values are not recommended for survey control.
 GC1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1194.See file dsdata.txt to determine how the superseded data were derived.
 GC1194
 GC1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF861738(NAD 83)
 GC1194_MARKER: DB = BENCH MARK DISK
 GC1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1194_STAMPING: E 70 1935
 GC1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1194+STABILITY: SURFACE MOTION
 GC1194
 GC1194  HISTORY     - Date     Condition        Report By
 GC1194  HISTORY     - 1935     MONUMENTED       CGS
 GC1194  HISTORY     - 1968     GOOD             NGS
 GC1194
 GC1194                          STATION DESCRIPTION
 GC1194
 GC1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1194'AT ELKTON.
 GC1194'ABOUT 0.05 MILE WEST ALONG WEST MAIN STREET WHICH IS U.S. HIGHWAY
 GC1194'68 AND STATE HIGHWAY 80 FROM THE TODD COUNTY COURTHOUSE AT
 GC1194'ELKTON, 42 FEET NORTH OF THE CENTERLINE OF THE STREET, 4 1/2
 GC1194'FEET EAST OF THE SOUTHEAST CORNER OF THE POST OFFICE, 1/2 FOOT
 GC1194'WEST OF THE EAST EDGE OF A CONCRETE WALKWAY ALONG THE EAST
 GC1194'SIDE OF THE POST OFFICE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GC1194'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GC1194'1 INCH ABOVE THE LEVEL OF THE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0766 ***********************************************************************
 HA0766  DESIGNATION -  E 71
 HA0766  PID         -  HA0766
 HA0766  STATE/COUNTY-  KY/MUHLENBERG
 HA0766  USGS QUAD   -  DRAKESBORO (1982)
 HA0766
 HA0766                         *CURRENT SURVEY CONTROL
 HA0766  ___________________________________________________________________
 HA0766* NAD 83(1986)-  37 10 23.     (N)    087 01 49.     (W)     SCALED    
 HA0766* NAVD 88     -       145.948  (meters)     478.83   (feet)  ADJUSTED  
 HA0766  ___________________________________________________________________
 HA0766  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 HA0766  DYNAMIC HT  -         145.838 (meters)     478.47  (feet)  COMP
 HA0766  MODELED GRAV-     979,875.5   (mgal)                       NAVD 88
 HA0766
 HA0766  VERT ORDER  -  SECOND    CLASS 0
 HA0766
 HA0766.The horizontal coordinates were scaled from a topographic map and have
 HA0766.an estimated accuracy of +/- 6 seconds.
 HA0766
 HA0766.The orthometric height was determined by differential leveling
 HA0766.and adjusted by the National Geodetic Survey in June 1991..
 HA0766
 HA0766.The geoid height was determined by GEOID03.
 HA0766
 HA0766.The dynamic height is computed by dividing the NAVD 88
 HA0766.geopotential number by the normal gravity value computed on the
 HA0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0766.degrees latitude (g = 980.6199 gals.).
 HA0766
 HA0766.The modeled gravity was interpolated from observed gravity values.
 HA0766
 HA0766;                    North         East    Units  Estimated Accuracy
 HA0766;SPC KY1Z     - 1,093,980.    1,386,310.      MT  (+/- 180 meters Scaled)
 HA0766
 HA0766                          SUPERSEDED SURVEY CONTROL
 HA0766
 HA0766  NGVD 29 (??/??/92)  146.060  (m)          479.20   (f) ADJ UNCH    2 0
 HA0766
 HA0766.Superseded values are not recommended for survey control.
 HA0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0766.See file dsdata.txt to determine how the superseded data were derived.
 HA0766
 HA0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG973140(NAD 83)
 HA0766_MARKER: DB = BENCH MARK DISK
 HA0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0766_STAMPING: E 71 1935
 HA0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0766+STABILITY: SURFACE MOTION
 HA0766
 HA0766  HISTORY     - Date     Condition        Report By
 HA0766  HISTORY     - 1935     MONUMENTED       CGS
 HA0766  HISTORY     - 1943     GOOD             NGS
 HA0766
 HA0766                          STATION DESCRIPTION
 HA0766
 HA0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0766'1 MI N FROM BELTON.
 HA0766'1.0 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HA0766'THE STATION AT BELTON, MUHLENBERG COUNTY, AT BEECH GROVE JUNCTION,
 HA0766'0.4 MILE NORTH OF MILEPOST 169, 220 YARDS SOUTHEAST OF BEECH
 HA0766'GROVE SCHOOL, 92.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HA0766'RAILROAD TELEPHONE BOOTH, AT A DIRT-ROAD CROSSING, 60.5 FEET
 HA0766'NORTH OF THE CENTERLINE OF THE DIRT ROAD, 28.6 FEET EAST OF
 HA0766'THE EAST RAIL, 1.6 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 HA0766'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED E 71 1935
 HA0766'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 HA0766'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0575 ***********************************************************************
 HA0575  DESIGNATION -  E 72
 HA0575  PID         -  HA0575
 HA0575  STATE/COUNTY-  KY/MCLEAN
 HA0575  USGS QUAD   -  UTICA (1983)
 HA0575
 HA0575                         *CURRENT SURVEY CONTROL
 HA0575  ___________________________________________________________________
 HA0575* NAD 83(1986)-  37 31 19.     (N)    087 06 59.     (W)     SCALED    
 HA0575* NAVD 88     -       120.369  (meters)     394.91   (feet)  ADJUSTED  
 HA0575  ___________________________________________________________________
 HA0575  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HA0575  DYNAMIC HT  -         120.283 (meters)     394.63  (feet)  COMP
 HA0575  MODELED GRAV-     979,911.2   (mgal)                       NAVD 88
 HA0575
 HA0575  VERT ORDER  -  SECOND    CLASS 0
 HA0575
 HA0575.The horizontal coordinates were scaled from a topographic map and have
 HA0575.an estimated accuracy of +/- 6 seconds.
 HA0575
 HA0575.The orthometric height was determined by differential leveling
 HA0575.and adjusted by the National Geodetic Survey in June 1991..
 HA0575
 HA0575.The geoid height was determined by GEOID03.
 HA0575
 HA0575.The dynamic height is computed by dividing the NAVD 88
 HA0575.geopotential number by the normal gravity value computed on the
 HA0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0575.degrees latitude (g = 980.6199 gals.).
 HA0575
 HA0575.The modeled gravity was interpolated from observed gravity values.
 HA0575
 HA0575;                    North         East    Units  Estimated Accuracy
 HA0575;SPC KY1Z     - 1,132,800.    1,379,230.      MT  (+/- 180 meters Scaled)
 HA0575
 HA0575                          SUPERSEDED SURVEY CONTROL
 HA0575
 HA0575  NGVD 29 (??/??/92)  120.475  (m)          395.26   (f) ADJ UNCH    2 0
 HA0575
 HA0575.Superseded values are not recommended for survey control.
 HA0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0575.See file dsdata.txt to determine how the superseded data were derived.
 HA0575
 HA0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG897527(NAD 83)
 HA0575_MARKER: DB = BENCH MARK DISK
 HA0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0575_STAMPING: E 72 1935
 HA0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0575+STABILITY: SURFACE MOTION
 HA0575
 HA0575  HISTORY     - Date     Condition        Report By
 HA0575  HISTORY     - 1935     MONUMENTED       CGS
 HA0575  HISTORY     - 1953     MARK NOT FOUND   USGS
 HA0575
 HA0575                          STATION DESCRIPTION
 HA0575
 HA0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0575'2.3 MI NW FROM LIVERMORE.
 HA0575'2.3 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0575'FROM THE STATION AT LIVERMORE, MCLEAN  COUNTY, 0.2 MILE SOUTHEAST
 HA0575'OF MILEPOST 197, 42 YARDS SOUTHEAST OF THE SOUTHEAST END OF
 HA0575'NUCKOLS STATION, 53 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HA0575'CATTLE YARD, 6.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.3 FEET
 HA0575'SOUTHEAST OF A TELEPHONE POLE, AND ABOUT 2 FEET LOWER THAN THE
 HA0575'TRACK.  A STANDARD DISK, STAMPED E 72 1935 AND SET IN THE TOP OF A
 HA0575'CONCRETE POST.
 HA0575
 HA0575                          STATION RECOVERY (1953)
 HA0575
 HA0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 HA0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0049 ***********************************************************************
 GC0049  DESIGNATION -  E 74
 GC0049  PID         -  GC0049
 GC0049  STATE/COUNTY-  KY/WARREN
 GC0049  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0049
 GC0049                         *CURRENT SURVEY CONTROL
 GC0049  ___________________________________________________________________
 GC0049* NAD 83(1986)-  36 58 38.     (N)    086 26 15.     (W)     SCALED    
 GC0049* NAVD 88     -       164.709  (meters)     540.38   (feet)  ADJUSTED  
 GC0049  ___________________________________________________________________
 GC0049  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GC0049  DYNAMIC HT  -         164.582 (meters)     539.97  (feet)  COMP
 GC0049  MODELED GRAV-     979,854.7   (mgal)                       NAVD 88
 GC0049
 GC0049  VERT ORDER  -  SECOND    CLASS 0
 GC0049
 GC0049.The horizontal coordinates were scaled from a topographic map and have
 GC0049.an estimated accuracy of +/- 6 seconds.
 GC0049
 GC0049.The orthometric height was determined by differential leveling
 GC0049.and adjusted by the National Geodetic Survey in June 1991..
 GC0049
 GC0049.The geoid height was determined by GEOID03.
 GC0049
 GC0049.The dynamic height is computed by dividing the NAVD 88
 GC0049.geopotential number by the normal gravity value computed on the
 GC0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0049.degrees latitude (g = 980.6199 gals.).
 GC0049
 GC0049.The modeled gravity was interpolated from observed gravity values.
 GC0049
 GC0049;                    North         East    Units  Estimated Accuracy
 GC0049;SPC KY1Z     - 1,071,690.    1,438,790.      MT  (+/- 180 meters Scaled)
 GC0049
 GC0049                          SUPERSEDED SURVEY CONTROL
 GC0049
 GC0049  NGVD 29 (??/??/92)  164.841  (m)          540.82   (f) ADJ UNCH    2 0
 GC0049
 GC0049.Superseded values are not recommended for survey control.
 GC0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0049.See file dsdata.txt to determine how the superseded data were derived.
 GC0049
 GC0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF500924(NAD 83)
 GC0049_MARKER: DB = BENCH MARK DISK
 GC0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0049_STAMPING: E 74 1935
 GC0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0049+STABILITY: SURFACE MOTION
 GC0049
 GC0049  HISTORY     - Date     Condition        Report By
 GC0049  HISTORY     - 1935     MONUMENTED       CGS
 GC0049  HISTORY     - 1954     GOOD             NGS
 GC0049  HISTORY     - 1968     MARK NOT FOUND   USGS
 GC0049
 GC0049                          STATION DESCRIPTION
 GC0049
 GC0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC0049'AT BOWLING GREEN.
 GC0049'AT BOWLING GREEN, ABOUT 0.3 MILE SOUTH ALONG U.S. HIGHWAY 231
 GC0049'(BROADWAY) FROM ITS INTERSECTION WITH U.S. HIGHWAY 31W BY-PASS
 GC0049'(LAUREL AVENUE), ABOUT 150 YARDS SOUTH OF THE INTERSECTION OF
 GC0049'BROADWAY AND COVINGTON AVENUE AND THE SOUTH END OF AN S CURVE IN
 GC0049'HIGHWAY, 23 FEET EAST OF CENTER LINE OF HIGHWAY, 19 FEET NORTH OF
 GC0049'POWER POLE NO. 5, 32 FEET NORTHWEST OF NORTHWEST CORNER OF NORTH
 GC0049'STONE GATE POST OF A DRIVE EAST TO A BRICK RESIDENCE WITH ARCHED
 GC0049'PORCH, 18 FEET SOUTH OF CENTER LINE OF A DRIVE EAST TO A TWO-STORY
 GC0049'STONE HOUSE, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 GC0049'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- NEW ROAD CONSTRUCTION
 GC0049'IN AREA.
 GC0049
 GC0049                          STATION RECOVERY (1968)
 GC0049
 GC0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GC0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0193 ***********************************************************************
 HA0193  DESIGNATION -  E 75
 HA0193  PID         -  HA0193
 HA0193  STATE/COUNTY-  KY/EDMONSON
 HA0193  USGS QUAD   -  RHODA (1979)
 HA0193
 HA0193                         *CURRENT SURVEY CONTROL
 HA0193  ___________________________________________________________________
 HA0193* NAD 83(1986)-  37 09 31.     (N)    086 13 32.     (W)     SCALED    
 HA0193* NAVD 88     -       166.302  (meters)     545.61   (feet)  ADJUSTED  
 HA0193  ___________________________________________________________________
 HA0193  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HA0193  DYNAMIC HT  -         166.176 (meters)     545.20  (feet)  COMP
 HA0193  MODELED GRAV-     979,866.2   (mgal)                       NAVD 88
 HA0193
 HA0193  VERT ORDER  -  SECOND    CLASS 0
 HA0193
 HA0193.The horizontal coordinates were scaled from a topographic map and have
 HA0193.an estimated accuracy of +/- 6 seconds.
 HA0193
 HA0193.The orthometric height was determined by differential leveling
 HA0193.and adjusted by the National Geodetic Survey in June 1991..
 HA0193
 HA0193.The geoid height was determined by GEOID03.
 HA0193
 HA0193.The dynamic height is computed by dividing the NAVD 88
 HA0193.geopotential number by the normal gravity value computed on the
 HA0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0193.degrees latitude (g = 980.6199 gals.).
 HA0193
 HA0193.The modeled gravity was interpolated from observed gravity values.
 HA0193
 HA0193;                    North         East    Units  Estimated Accuracy
 HA0193;SPC KY1Z     - 1,091,700.    1,457,760.      MT  (+/- 180 meters Scaled)
 HA0193
 HA0193                          SUPERSEDED SURVEY CONTROL
 HA0193
 HA0193  NGVD 29 (??/??/92)  166.418  (m)          545.99   (f) ADJ UNCH    2 0
 HA0193
 HA0193.Superseded values are not recommended for survey control.
 HA0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0193.See file dsdata.txt to determine how the superseded data were derived.
 HA0193
 HA0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG687127(NAD 83)
 HA0193_MARKER: DB = BENCH MARK DISK
 HA0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0193_STAMPING: E 75 1935
 HA0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0193+STABILITY: SURFACE MOTION
 HA0193
 HA0193  HISTORY     - Date     Condition        Report By
 HA0193  HISTORY     - 1935     MONUMENTED       CGS
 HA0193  HISTORY     - 1943     GOOD             NGS
 HA0193
 HA0193                          STATION DESCRIPTION
 HA0193
 HA0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0193'4.1 MI SE FROM BROWNSVILLE.
 HA0193'4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 65 FROM THE COUNTY
 HA0193'COURTHOUSE AT BROWNSVILLE, EDMONSON COUNTY, 34 YARDS SOUTH OF
 HA0193'THE SOUTHEAST CORNER OF THE C. WELLS HOUSE, 21 FEET WEST OF THE
 HA0193'CENTERLINE OF THE HIGHWAY, 15 FEET SOUTH OF THE CENTERLINE OF A
 HA0193'GARAGE DRIVEWAY, 40 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST
 HA0193'OF THE FENCE, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A
 HA0193'STANDARD DISK, STAMPED E 75 1935 AND SET IN THE TOP OF A CONCRETE
 HA0193'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0236 ***********************************************************************
 HA0236  DESIGNATION -  E 76
 HA0236  PID         -  HA0236
 HA0236  STATE/COUNTY-  KY/GRAYSON
 HA0236  USGS QUAD   -  LEITCHFIELD (1967)
 HA0236
 HA0236                         *CURRENT SURVEY CONTROL
 HA0236  ___________________________________________________________________
 HA0236* NAD 83(1986)-  37 28 48.     (N)    086 17 33.     (W)     SCALED    
 HA0236* NAVD 88     -       228.525  (meters)     749.75   (feet)  ADJUSTED  
 HA0236  ___________________________________________________________________
 HA0236  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HA0236  DYNAMIC HT  -         228.354 (meters)     749.19  (feet)  COMP
 HA0236  MODELED GRAV-     979,875.9   (mgal)                       NAVD 88
 HA0236
 HA0236  VERT ORDER  -  SECOND    CLASS 0
 HA0236
 HA0236.The horizontal coordinates were scaled from a topographic map and have
 HA0236.an estimated accuracy of +/- 6 seconds.
 HA0236
 HA0236.The orthometric height was determined by differential leveling
 HA0236.and adjusted by the National Geodetic Survey in June 1991..
 HA0236
 HA0236.The geoid height was determined by GEOID03.
 HA0236
 HA0236.The dynamic height is computed by dividing the NAVD 88
 HA0236.geopotential number by the normal gravity value computed on the
 HA0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0236.degrees latitude (g = 980.6199 gals.).
 HA0236
 HA0236.The modeled gravity was interpolated from observed gravity values.
 HA0236
 HA0236;                    North         East    Units  Estimated Accuracy
 HA0236;SPC KY1Z     - 1,127,400.    1,452,020.      MT  (+/- 180 meters Scaled)
 HA0236
 HA0236                          SUPERSEDED SURVEY CONTROL
 HA0236
 HA0236  NGVD 29 (??/??/92)  228.646  (m)          750.15   (f) ADJ UNCH    2 0
 HA0236
 HA0236.Superseded values are not recommended for survey control.
 HA0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0236.See file dsdata.txt to determine how the superseded data were derived.
 HA0236
 HA0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG625483(NAD 83)
 HA0236_MARKER: DB = BENCH MARK DISK
 HA0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0236_SP_SET: BUILDING
 HA0236_STAMPING: E 76 1935
 HA0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0236
 HA0236  HISTORY     - Date     Condition        Report By
 HA0236  HISTORY     - 1935     MONUMENTED       CGS
 HA0236
 HA0236                          STATION DESCRIPTION
 HA0236
 HA0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0236'AT LEITCHFIELD.
 HA0236'AT LEITCHFIELD, GRAYSON COUNTY, IN THE SOUTH BRICK WALL OF THE
 HA0236'COUNTY JAIL, 1.2 FEET EAST OF THE SOUTHWEST CORNER, 15 FEET SOUTH
 HA0236'OF THE CENTER OF THE ENTRANCE, AND ABOUT 3 FEET ABOVE THE GROUND.
 HA0236'A STANDARD DISK, STAMPED E 76 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0380 ***********************************************************************
 HA0380  DESIGNATION -  E 77
 HA0380  PID         -  HA0380
 HA0380  STATE/COUNTY-  KY/DAVIESS
 HA0380  USGS QUAD   -  PHILPOT (1973)
 HA0380
 HA0380                         *CURRENT SURVEY CONTROL
 HA0380  ___________________________________________________________________
 HA0380* NAD 83(1986)-  37 43 42.     (N)    086 58 51.     (W)     SCALED    
 HA0380* NAVD 88     -       121.033  (meters)     397.09   (feet)  ADJUSTED  
 HA0380  ___________________________________________________________________
 HA0380  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HA0380  DYNAMIC HT  -         120.949 (meters)     396.81  (feet)  COMP
 HA0380  MODELED GRAV-     979,938.9   (mgal)                       NAVD 88
 HA0380
 HA0380  VERT ORDER  -  SECOND    CLASS 0
 HA0380
 HA0380.The horizontal coordinates were scaled from a topographic map and have
 HA0380.an estimated accuracy of +/- 6 seconds.
 HA0380
 HA0380.The orthometric height was determined by differential leveling
 HA0380.and adjusted by the National Geodetic Survey in June 1991..
 HA0380
 HA0380.The geoid height was determined by GEOID03.
 HA0380
 HA0380.The dynamic height is computed by dividing the NAVD 88
 HA0380.geopotential number by the normal gravity value computed on the
 HA0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0380.degrees latitude (g = 980.6199 gals.).
 HA0380
 HA0380.The modeled gravity was interpolated from observed gravity values.
 HA0380
 HA0380;                    North         East    Units  Estimated Accuracy
 HA0380;SPC KY1Z     - 1,155,540.    1,391,510.      MT  (+/- 180 meters Scaled)
 HA0380
 HA0380                          SUPERSEDED SURVEY CONTROL
 HA0380
 HA0380  NGVD 29 (??/??/92)  121.140  (m)          397.44   (f) ADJ UNCH    2 0
 HA0380
 HA0380.Superseded values are not recommended for survey control.
 HA0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0380.See file dsdata.txt to determine how the superseded data were derived.
 HA0380
 HA0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG016756(NAD 83)
 HA0380_MARKER: DB = BENCH MARK DISK
 HA0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0380_STAMPING: E 77 1935
 HA0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0380+STABILITY: SURFACE MOTION
 HA0380
 HA0380  HISTORY     - Date     Condition        Report By
 HA0380  HISTORY     - 1935     MONUMENTED       CGS
 HA0380  HISTORY     - 20000828 MARK NOT FOUND   LOCSUR
 HA0380  HISTORY     - 20050516 MARK NOT FOUND   KYTC
 HA0380
 HA0380                          STATION DESCRIPTION
 HA0380
 HA0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0380'AT PHILPOT.
 HA0380'AT PHILPOT, DAVIESS COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 HA0380'16 RAILS WEST OF THE STATION, 0.3 MILE EAST OF MILEPOST HB 33-0
 HA0380'8, 80 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY
 HA0380'54, 45.5 FEET NORTH OF THE NORTH RAIL, 11.6 FEET SOUTHEAST OF A
 HA0380'40-INCH OAK TREE, 2.4 FEET WEST OF A FENCE CORNER, AND ABOUT 2
 HA0380'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 77 1935
 HA0380'AND SET IN THE TOP OF A CONCRETE POST.
 HA0380
 HA0380                          STATION RECOVERY (2000)
 HA0380
 HA0380'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JS)
 HA0380'MARK NOT FOUND BY PHOTO SCIENCE, INC.
 HA0380
 HA0380                          STATION RECOVERY (2005)
 HA0380
 HA0380'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 HA0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2354 ***********************************************************************
 GZ2354  DESIGNATION -  E 79 RESET 1961
 GZ2354  PID         -  GZ2354
 GZ2354  STATE/COUNTY-  KY/HARDIN
 GZ2354  USGS QUAD   -  CECILIA (1992)
 GZ2354
 GZ2354                         *CURRENT SURVEY CONTROL
 GZ2354  ___________________________________________________________________
 GZ2354* NAD 83(1986)-  37 38 35.     (N)    085 58 41.     (W)     SCALED    
 GZ2354* NAVD 88     -       215.97   (meters)     708.6    (feet)  RESET     
 GZ2354  ___________________________________________________________________
 GZ2354  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GZ2354
 GZ2354  VERT ORDER  -  THIRD
 GZ2354
 GZ2354.The horizontal coordinates were scaled from a topographic map and have
 GZ2354.an estimated accuracy of +/- 6 seconds.
 GZ2354
 GZ2354.The orthometric height was computed from unverified reset data.
 GZ2354.No vertical observational check was made to the station.
 GZ2354
 GZ2354.The geoid height was determined by GEOID03.
 GZ2354
 GZ2354;                    North         East    Units  Estimated Accuracy
 GZ2354;SPC KY1Z     - 1,145,380.    1,479,870.      MT  (+/- 180 meters Scaled)
 GZ2354
 GZ2354                          SUPERSEDED SURVEY CONTROL
 GZ2354
 GZ2354  NGVD 29 (10/08/05)  216.09   (m)          709.0    (f) RESET       3  
 GZ2354
 GZ2354.Superseded values are not recommended for survey control.
 GZ2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2354.See file dsdata.txt to determine how the superseded data were derived.
 GZ2354
 GZ2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG901667(NAD 83)
 GZ2354_MARKER: DB = BENCH MARK DISK
 GZ2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2354_STAMPING: E 79 1935 RESET 1961
 GZ2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2354+STABILITY: SURFACE MOTION
 GZ2354
 GZ2354  HISTORY     - Date     Condition        Report By
 GZ2354  HISTORY     - 1961     MONUMENTED       CGS
 GZ2354  HISTORY     - 1982     GOOD             KYDT
 GZ2354
 GZ2354                          STATION DESCRIPTION
 GZ2354
 GZ2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GZ2354'2.7 MI NE FROM STEPHENSBURG.
 GZ2354'THIS MARK IS ABOUT 2.7 MILES NORTHEAST ALONG THE ILLINOIS
 GZ2354'CENTRAL RAILROAD FROM THE OLD STATION AT STEPHENSBURG, 60 FEET
 GZ2354'SOUTHWEST OF TELEPHONE POLE 2304, 56 FEET NORTH-NORTHWEST ACROSS
 GZ2354'THE RAILROAD TRACKS FROM A POWER LINE POLE, 46.5 FEET NORTHWEST
 GZ2354'OF THE CENTER OF THE OLD SEMAPHORE CONTROL WELL, 43 FEET NORTH
 GZ2354'OF MILE POST 49, 27 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 GZ2354'THE RAILROAD TRACK, 18 FEET SOUTHWEST OF THE CENTER OF A FARM
 GZ2354'DRIVE AND GATE, 10 FEET SOUTHWEST OF THE SOUTHWEST GATE POST,
 GZ2354'2.3 FEET SOUTHEAST FROM A FEED LOT FENCE AND 2 FEET EAST OF AN
 GZ2354'8 INCH BY 10 INCH BRACE POST, AND SET IN THE TOP OF A CONCRETE
 GZ2354'POST PROJECTING ABOUT 1 INCH.
 GZ2354
 GZ2354                          STATION RECOVERY (1982)
 GZ2354
 GZ2354'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1723 ***********************************************************************
 GC1723  DESIGNATION -  E 8
 GC1723  PID         -  GC1723
 GC1723  STATE/COUNTY-  KY/CHRISTIAN
 GC1723  USGS QUAD   -  GRACEY (1974)
 GC1723
 GC1723                         *CURRENT SURVEY CONTROL
 GC1723  ___________________________________________________________________
 GC1723* NAD 83(1986)-  36 52 40.     (N)    087 39 43.     (W)     SCALED    
 GC1723* NAVD 88     -       155.184  (meters)     509.13   (feet)  ADJUSTED  
 GC1723  ___________________________________________________________________
 GC1723  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC1723  DYNAMIC HT  -         155.063 (meters)     508.74  (feet)  COMP
 GC1723  MODELED GRAV-     979,850.0   (mgal)                       NAVD 88
 GC1723
 GC1723  VERT ORDER  -  FIRST     CLASS I
 GC1723
 GC1723.The horizontal coordinates were scaled from a topographic map and have
 GC1723.an estimated accuracy of +/- 6 seconds.
 GC1723
 GC1723.The orthometric height was determined by differential leveling
 GC1723.and adjusted by the National Geodetic Survey in June 1991..
 GC1723
 GC1723.The geoid height was determined by GEOID03.
 GC1723
 GC1723.The dynamic height is computed by dividing the NAVD 88
 GC1723.geopotential number by the normal gravity value computed on the
 GC1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1723.degrees latitude (g = 980.6199 gals.).
 GC1723
 GC1723.The modeled gravity was interpolated from observed gravity values.
 GC1723
 GC1723;                    North         East    Units  Estimated Accuracy
 GC1723;SPC KY1Z     - 1,062,170.    1,329,550.      MT  (+/- 180 meters Scaled)
 GC1723
 GC1723                          SUPERSEDED SURVEY CONTROL
 GC1723
 GC1723  NGVD 29 (??/??/92)  155.261  (m)          509.39   (f) ADJ UNCH    1 1
 GC1723
 GC1723.Superseded values are not recommended for survey control.
 GC1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1723.See file dsdata.txt to determine how the superseded data were derived.
 GC1723
 GC1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF410815(NAD 83)
 GC1723_MARKER: DB = BENCH MARK DISK
 GC1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1723_STAMPING: E 8 1921
 GC1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1723+STABILITY: SURFACE MOTION
 GC1723
 GC1723  HISTORY     - Date     Condition        Report By
 GC1723  HISTORY     - 1921     MONUMENTED       CGS
 GC1723  HISTORY     - 1968     GOOD             NGS
 GC1723
 GC1723                          STATION DESCRIPTION
 GC1723
 GC1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1723'AT GRACEY.
 GC1723'ABOUT 0.05 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1723'STATION AT GRACEY, 0.2 MILE NORTHWEST OF MILEPOST 121, 238 FEET
 GC1723'NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 118 FEET NORTH
 GC1723'OF THE NORTH RAIL OF THE MAIN LINE TRACK, 168 FEET NORTHWEST OF
 GC1723'THE CENTERLINE OF MAIN STREET, 78 FEET SOUTHEAST OF THE SOUTHEAST
 GC1723'CORNER OF THE MOST EASTERLY OF THREE FRAME HOUSES, 14 1/2 FEET
 GC1723'SOUTHWEST OF THE CENTERLINE OF A NORTHWEST-SOUTHEAST STREET, 36
 GC1723'FEET SOUTHWEST AND ACROSS A DRIVEWAY FROM A TELEPHONE POLE, ABOUT
 GC1723'2 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 GC1723'CONCRETE POST PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0009 ***********************************************************************
 HA0009  DESIGNATION -  E 81
 HA0009  PID         -  HA0009
 HA0009  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0009  USGS QUAD   -  IRVINGTON (1953)
 HA0009
 HA0009                         *CURRENT SURVEY CONTROL
 HA0009  ___________________________________________________________________
 HA0009* NAD 83(1986)-  37 52 57.     (N)    086 17 05.     (W)     SCALED    
 HA0009* NAVD 88     -       185.700  (meters)     609.25   (feet)  ADJUSTED  
 HA0009  ___________________________________________________________________
 HA0009  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HA0009  DYNAMIC HT  -         185.566 (meters)     608.81  (feet)  COMP
 HA0009  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 HA0009
 HA0009  VERT ORDER  -  SECOND    CLASS 0
 HA0009
 HA0009.The horizontal coordinates were scaled from a topographic map and have
 HA0009.an estimated accuracy of +/- 6 seconds.
 HA0009
 HA0009.The orthometric height was determined by differential leveling
 HA0009.and adjusted by the National Geodetic Survey in June 1991..
 HA0009
 HA0009.The geoid height was determined by GEOID03.
 HA0009
 HA0009.The dynamic height is computed by dividing the NAVD 88
 HA0009.geopotential number by the normal gravity value computed on the
 HA0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0009.degrees latitude (g = 980.6199 gals.).
 HA0009
 HA0009.The modeled gravity was interpolated from observed gravity values.
 HA0009
 HA0009;                    North         East    Units  Estimated Accuracy
 HA0009;SPC KY1Z     - 1,172,070.    1,452,960.      MT  (+/- 180 meters Scaled)
 HA0009
 HA0009                          SUPERSEDED SURVEY CONTROL
 HA0009
 HA0009  NGVD 29 (??/??/92)  185.810  (m)          609.61   (f) ADJ UNCH    2 0
 HA0009
 HA0009.Superseded values are not recommended for survey control.
 HA0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0009.See file dsdata.txt to determine how the superseded data were derived.
 HA0009
 HA0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG629930(NAD 83)
 HA0009_MARKER: DB = BENCH MARK DISK
 HA0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0009_STAMPING: E 81 1935
 HA0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0009+STABILITY: SURFACE MOTION
 HA0009
 HA0009  HISTORY     - Date     Condition        Report By
 HA0009  HISTORY     - 1935     MONUMENTED       CGS
 HA0009  HISTORY     - 1954     GOOD             NGS
 HA0009
 HA0009                          STATION DESCRIPTION
 HA0009
 HA0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HA0009'AT IRVINGTON.
 HA0009'AT IRVINGTON, ABOUT 0.15 MILE NORTHEAST OF THE POST OFFICE, AT THE
 HA0009'LOUISVILLE AND NASHVILLE RAILROAD STATION, 65 FEET NORTHEAST AND
 HA0009'ACROSS TRACK FROM THE EAST CORNER OF STATION, 31.2 FEET NORTHEAST
 HA0009'OF NORTHEAST RAIL OF MAIN TRACK, 3 1/2 FEET NORTHEAST OF NORTHEAST
 HA0009'EDGE OF A CONCRETE BLOCK RETAINING WALL, 14 1/2 FEET WEST-SOUTHWEST
 HA0009'OF AN 18-INCH MAPLE TREE, 7 1/2 FEET EAST-SOUTHEAST OF A
 HA0009'TELEPHONE POLE NO. 48-25, 106 FEET SOUTHEAST OF SOUTHEAST EDGE OF
 HA0009'SOUTHEAST PORCH OF WHITE HOUSE HOTEL, ABOUT 2 1/2 FEET BELOW
 HA0009'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0009'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0154 ***********************************************************************
 GY0154  DESIGNATION -  E 82
 GY0154  PID         -  GY0154
 GY0154  STATE/COUNTY-  KY/PIKE
 GY0154  USGS QUAD   -  META (1992)
 GY0154
 GY0154                         *CURRENT SURVEY CONTROL
 GY0154  ___________________________________________________________________
 GY0154* NAD 83(1986)-  37 31 16.     (N)    082 28 26.     (W)     SCALED    
 GY0154* NAVD 88     -       253.699  (meters)     832.34   (feet)  ADJUSTED  
 GY0154  ___________________________________________________________________
 GY0154  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GY0154  DYNAMIC HT  -         253.503 (meters)     831.70  (feet)  COMP
 GY0154  MODELED GRAV-     979,853.4   (mgal)                       NAVD 88
 GY0154
 GY0154  VERT ORDER  -  SECOND    CLASS 0
 GY0154
 GY0154.The horizontal coordinates were scaled from a topographic map and have
 GY0154.an estimated accuracy of +/- 6 seconds.
 GY0154
 GY0154.The orthometric height was determined by differential leveling
 GY0154.and adjusted by the National Geodetic Survey in June 1991..
 GY0154
 GY0154.The geoid height was determined by GEOID03.
 GY0154
 GY0154.The dynamic height is computed by dividing the NAVD 88
 GY0154.geopotential number by the normal gravity value computed on the
 GY0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0154.degrees latitude (g = 980.6199 gals.).
 GY0154
 GY0154.The modeled gravity was interpolated from observed gravity values.
 GY0154
 GY0154;                    North         East    Units  Estimated Accuracy
 GY0154;SPC KY1Z     - 1,136,910.    1,789,530.      MT  (+/- 180 meters Scaled)
 GY0154
 GY0154                          SUPERSEDED SURVEY CONTROL
 GY0154
 GY0154  NGVD 29 (??/??/92)  253.900  (m)          833.00   (f) ADJ UNCH    2 0
 GY0154
 GY0154.Superseded values are not recommended for survey control.
 GY0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0154.See file dsdata.txt to determine how the superseded data were derived.
 GY0154
 GY0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB697537(NAD 83)
 GY0154_MARKER: DB = BENCH MARK DISK
 GY0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0154_STAMPING: E 82 1935 833.004
 GY0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0154+STABILITY: SURFACE MOTION
 GY0154
 GY0154  HISTORY     - Date     Condition        Report By
 GY0154  HISTORY     - 1935     MONUMENTED       CGS
 GY0154  HISTORY     - 1956     GOOD             NGS
 GY0154  HISTORY     - 1981     MARK NOT FOUND   NGS
 GY0154
 GY0154                          STATION DESCRIPTION
 GY0154
 GY0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0154'4.8 MI NE FROM PIKEVILLE.
 GY0154'4.75 MILES NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 GY0154'AT PIKEVILLE, ABOUT 0.25 MILE NORTHEAST OF THE ZEBULON CHURCH OF
 GY0154'GOD, IN YARD OF THE SALEM METHODIST CHURCH, 80 FEET WEST OF THE
 GY0154'CENTER LINE OF HIGHWAY, 85 FEET SOUTHWEST OF WEST END OF A
 GY0154'6-FOOT STONE CULVERT, 7 FEET NORTHEAST OF SOUTHEAST CORNER OF
 GY0154'CHURCH, 18 FEET SOUTHWEST OF AN 18-INCH ELM TREE, 2.8 FEET EAST OF
 GY0154'THE EAST WALL OF CHURCH, 3 FEET BELOW LEVEL OF HIGHWAY AND FLUSH
 GY0154'WITH GROUND.
 GY0154
 GY0154                          STATION RECOVERY (1981)
 GY0154
 GY0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GY0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3108 ***********************************************************************
 GY3108  DESIGNATION -  E 82 RESET
 GY3108  PID         -  GY3108
 GY3108  STATE/COUNTY-  KY/PIKE
 GY3108  USGS QUAD   -  META (1992)
 GY3108
 GY3108                         *CURRENT SURVEY CONTROL
 GY3108  ___________________________________________________________________
 GY3108* NAD 83(1986)-  37 31 16.     (N)    082 28 26.     (W)     SCALED    
 GY3108* NAVD 88     -       257.25   (meters)     844.0    (feet)  RESET     
 GY3108  ___________________________________________________________________
 GY3108  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GY3108
 GY3108  VERT ORDER  -  THIRD
 GY3108
 GY3108.The horizontal coordinates were scaled from a topographic map and have
 GY3108.an estimated accuracy of +/- 6 seconds.
 GY3108
 GY3108.The orthometric height was computed from unverified reset data.
 GY3108.No vertical observational check was made to the station.
 GY3108
 GY3108.The geoid height was determined by GEOID03.
 GY3108
 GY3108;                    North         East    Units  Estimated Accuracy
 GY3108;SPC KY1Z     - 1,136,910.    1,789,530.      MT  (+/- 180 meters Scaled)
 GY3108
 GY3108                          SUPERSEDED SURVEY CONTROL
 GY3108
 GY3108  NGVD 29 (10/08/05)  257.45   (m)          844.7    (f) RESET       3  
 GY3108
 GY3108.Superseded values are not recommended for survey control.
 GY3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3108.See file dsdata.txt to determine how the superseded data were derived.
 GY3108
 GY3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB697537(NAD 83)
 GY3108_MARKER: DB = BENCH MARK DISK
 GY3108_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GY3108_SP_SET: PUMP HOUSE
 GY3108_STAMPING: E 82 RESET 1971
 GY3108_MARK LOGO: NGS   
 GY3108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY3108
 GY3108  HISTORY     - Date     Condition        Report By
 GY3108  HISTORY     - 1971     MONUMENTED       NGS
 GY3108
 GY3108                          STATION DESCRIPTION
 GY3108
 GY3108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GY3108'4.75 MI NE FROM PIKEVILLE.
 GY3108'4.75 MILES NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 GY3108'IN PIKEVILLE, SET VERTICALLY IN THE EAST WALL OF A CONCRETE PUMP
 GY3108'HOUSE, ABOUT 6 FEET SQUARE 2 FEET NORTH OF THE SOUTHEAST CORNER,
 GY3108'36 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE, 4 FEET SOUTH OF
 GY3108'THE NORTHEAST CORNER, ON THE PROPRTY OF MR. RALPH MAYNARD AND ABOUT
 GY3108'190 FEET WEST OF THE PROPOSED CENTERLINE OF THE NEW HIGHWAY STATION
 GY3108'NO 157 + 80.
 GY3108'THE MARK IS 6.0 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0824 ***********************************************************************
 GY0824  DESIGNATION -  E 83
 GY0824  PID         -  GY0824
 GY0824  STATE/COUNTY-  KY/PIKE
 GY0824  USGS QUAD   -  JENKINS EAST (1992)
 GY0824
 GY0824                         *CURRENT SURVEY CONTROL
 GY0824  ___________________________________________________________________
 GY0824* NAD 83(1986)-  37 12 19.     (N)    082 34 28.     (W)     SCALED    
 GY0824* NAVD 88     -       427.500  (meters)    1402.56   (feet)  ADJUSTED  
 GY0824  ___________________________________________________________________
 GY0824  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GY0824  DYNAMIC HT  -         427.142 (meters)    1401.38  (feet)  COMP
 GY0824  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 GY0824
 GY0824  VERT ORDER  -  SECOND    CLASS 0
 GY0824
 GY0824.The horizontal coordinates were scaled from a topographic map and have
 GY0824.an estimated accuracy of +/- 6 seconds.
 GY0824
 GY0824.The orthometric height was determined by differential leveling
 GY0824.and adjusted by the National Geodetic Survey in June 1991..
 GY0824
 GY0824.The geoid height was determined by GEOID03.
 GY0824
 GY0824.The dynamic height is computed by dividing the NAVD 88
 GY0824.geopotential number by the normal gravity value computed on the
 GY0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0824.degrees latitude (g = 980.6199 gals.).
 GY0824
 GY0824.The modeled gravity was interpolated from observed gravity values.
 GY0824
 GY0824;                    North         East    Units  Estimated Accuracy
 GY0824;SPC KY1Z     - 1,101,570.    1,781,840.      MT  (+/- 180 meters Scaled)
 GY0824
 GY0824                          SUPERSEDED SURVEY CONTROL
 GY0824
 GY0824  NGVD 29 (??/??/92)  427.657  (m)         1403.07   (f) ADJ UNCH    2 0
 GY0824
 GY0824.Superseded values are not recommended for survey control.
 GY0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0824.See file dsdata.txt to determine how the superseded data were derived.
 GY0824
 GY0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB602188(NAD 83)
 GY0824_MARKER: DB = BENCH MARK DISK
 GY0824_SETTING: 66 = SET IN ROCK OUTCROP
 GY0824_SP_SET: ROCK CUT
 GY0824_STAMPING: E 83 1935 1403.071
 GY0824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0824+STABILITY: POSITION/ELEVATION WELL
 GY0824
 GY0824  HISTORY     - Date     Condition        Report By
 GY0824  HISTORY     - 1935     MONUMENTED       CGS
 GY0824  HISTORY     - 1956     POOR             NGS
 GY0824
 GY0824                          STATION DESCRIPTION
 GY0824
 GY0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0824'2.2 MI NE FROM BURDINE.
 GY0824'2.25 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 GY0824'THE SCHOOL AT BURDINE, 12 3/4 RAILS NORTHEAST OF ROAD CROSSING
 GY0824'AND STATION SIGN AT ADAMSON, 79 FEET NORTHEAST ALONG TRACK FROM
 GY0824'PIKE-LETCHER COUNTY LINE POST WHICH IS ON TOP OF A THRU CUT,
 GY0824'6.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET VERTICALLY IN THE
 GY0824'NORTHWEST FACE OF A THRU ROCK CUT, ABOUT 2 FEET ABOVE THE LEVEL
 GY0824'OF TRACK.  NOTE-- MARK IS 1.15 MILES SOUTHWEST OF THE STATION
 GY0824'SIGN AT SHELBY GAP, PIKE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1339 ***********************************************************************
 GY1339  DESIGNATION -  E 86
 GY1339  PID         -  GY1339
 GY1339  STATE/COUNTY-  KY/FLOYD
 GY1339  USGS QUAD   -  PRESTONSBURG (1992)
 GY1339
 GY1339                         *CURRENT SURVEY CONTROL
 GY1339  ___________________________________________________________________
 GY1339* NAD 83(1986)-  37 41 13.     (N)    082 47 03.     (W)     SCALED    
 GY1339* NAVD 88     -       191.693  (meters)     628.91   (feet)  ADJUSTED  
 GY1339  ___________________________________________________________________
 GY1339  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GY1339  DYNAMIC HT  -         191.548 (meters)     628.44  (feet)  COMP
 GY1339  MODELED GRAV-     979,869.6   (mgal)                       NAVD 88
 GY1339
 GY1339  VERT ORDER  -  SECOND    CLASS 0
 GY1339
 GY1339.The horizontal coordinates were scaled from a topographic map and have
 GY1339.an estimated accuracy of +/- 6 seconds.
 GY1339
 GY1339.The orthometric height was determined by differential leveling
 GY1339.and adjusted by the National Geodetic Survey in June 1991..
 GY1339
 GY1339.The geoid height was determined by GEOID03.
 GY1339
 GY1339.The dynamic height is computed by dividing the NAVD 88
 GY1339.geopotential number by the normal gravity value computed on the
 GY1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1339.degrees latitude (g = 980.6199 gals.).
 GY1339
 GY1339.The modeled gravity was interpolated from observed gravity values.
 GY1339
 GY1339;                    North         East    Units  Estimated Accuracy
 GY1339;SPC KY1Z     - 1,154,380.    1,761,530.      MT  (+/- 180 meters Scaled)
 GY1339
 GY1339                          SUPERSEDED SURVEY CONTROL
 GY1339
 GY1339  NGVD 29 (??/??/92)  191.893  (m)          629.57   (f) ADJ UNCH    2 0
 GY1339
 GY1339.Superseded values are not recommended for survey control.
 GY1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1339.See file dsdata.txt to determine how the superseded data were derived.
 GY1339
 GY1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB426725(NAD 83)
 GY1339_MARKER: DB = BENCH MARK DISK
 GY1339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1339_SP_SET: BRIDGE ABUTMENT
 GY1339_STAMPING: E 86 1935 629.569
 GY1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1339
 GY1339  HISTORY     - Date     Condition        Report By
 GY1339  HISTORY     - 1935     MONUMENTED       CGS
 GY1339  HISTORY     - 1956     GOOD             NGS
 GY1339
 GY1339                          STATION DESCRIPTION
 GY1339
 GY1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1339'1 MI N FROM PRESTONBURG.
 GY1339'1.0 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY1339'STATION AT PRESTONBURG, 7 1/2 RAILS SOUTH OF THE HIGHWAY 23 AND
 GY1339'460 BRIDGE OVER THE TRACK AND THE LEVISA FORK OF BIG SANDY RIVER,
 GY1339'20 FEET WEST OF THE WEST RAIL, AT AN OLD ABANDONED RAILROAD BRIDGE
 GY1339'ABUTMENT, IN THE TOP OF THE SOUTH ABUTMENT 6.5 FEET WEST OF THE
 GY1339'EAST END OF ABUTMENT AND ABOUT 7 FEET BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0813 ***********************************************************************
 GY0813  DESIGNATION -  E 87
 GY0813  PID         -  GY0813
 GY0813  STATE/COUNTY-  KY/PIKE
 GY0813  USGS QUAD   -  PIKEVILLE (1992)
 GY0813
 GY0813                         *CURRENT SURVEY CONTROL
 GY0813  ___________________________________________________________________
 GY0813* NAD 83(1986)-  37 26 33.     (N)    082 30 32.     (W)     SCALED    
 GY0813* NAVD 88     -       210.911  (meters)     691.96   (feet)  ADJUSTED  
 GY0813  ___________________________________________________________________
 GY0813  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GY0813  DYNAMIC HT  -         210.749 (meters)     691.43  (feet)  COMP
 GY0813  MODELED GRAV-     979,856.7   (mgal)                       NAVD 88
 GY0813
 GY0813  VERT ORDER  -  SECOND    CLASS 0
 GY0813
 GY0813.The horizontal coordinates were scaled from a topographic map and have
 GY0813.an estimated accuracy of +/- 6 seconds.
 GY0813
 GY0813.The orthometric height was determined by differential leveling
 GY0813.and adjusted by the National Geodetic Survey in June 1991..
 GY0813
 GY0813.The geoid height was determined by GEOID03.
 GY0813
 GY0813.The dynamic height is computed by dividing the NAVD 88
 GY0813.geopotential number by the normal gravity value computed on the
 GY0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0813.degrees latitude (g = 980.6199 gals.).
 GY0813
 GY0813.The modeled gravity was interpolated from observed gravity values.
 GY0813
 GY0813;                    North         East    Units  Estimated Accuracy
 GY0813;SPC KY1Z     - 1,128,080.    1,786,740.      MT  (+/- 180 meters Scaled)
 GY0813
 GY0813                          SUPERSEDED SURVEY CONTROL
 GY0813
 GY0813  NGVD 29 (??/??/92)  211.112  (m)          692.62   (f) ADJ UNCH    2 0
 GY0813
 GY0813.Superseded values are not recommended for survey control.
 GY0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0813.See file dsdata.txt to determine how the superseded data were derived.
 GY0813
 GY0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB665450(NAD 83)
 GY0813_MARKER: DB = BENCH MARK DISK
 GY0813_SETTING: 66 = SET IN ROCK OUTCROP
 GY0813_SP_SET: ROCK LEDGE
 GY0813_STAMPING: E 87 1935 692.623
 GY0813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0813+STABILITY: POSITION/ELEVATION WELL
 GY0813
 GY0813  HISTORY     - Date     Condition        Report By
 GY0813  HISTORY     - 1935     MONUMENTED       CGS
 GY0813  HISTORY     - 1956     POOR             NGS
 GY0813
 GY0813                          STATION DESCRIPTION
 GY0813
 GY0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0813'1.7 MI NW FROM SHELBY.
 GY0813'1.7 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 GY0813'THE STATION AT SHELBY, 0.4 MILE SOUTH OF MILE POST 110, 6 1/2
 GY0813'RAILS NORTH OF SIGNS 35, 5 1/2 RAILS SOUTH OF SIGNAL NO. 1105,
 GY0813'DIRECTLY ACROSS LEVISA FORK OF BIG SANDY RIVER FROM A MOTEL ON
 GY0813'HIGHWAY 460, 14.8 FEET WEST OF THE WEST RAIL, IN THE TOP OF ROCK
 GY0813'LEDGE AT BASE OF CUT, AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2066 ***********************************************************************
 GY2066  DESIGNATION -  E 88
 GY2066  PID         -  GY2066
 GY2066  STATE/COUNTY-  KY/KNOTT
 GY2066  USGS QUAD   -  CARRIE (1992)
 GY2066
 GY2066                         *CURRENT SURVEY CONTROL
 GY2066  ___________________________________________________________________
 GY2066* NAD 83(1986)-  37 20 05.     (N)    083 00 40.     (W)     SCALED    
 GY2066* NAVD 88     -       305.822  (meters)    1003.35   (feet)  ADJUSTED  
 GY2066  ___________________________________________________________________
 GY2066  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GY2066  DYNAMIC HT  -         305.576 (meters)    1002.54  (feet)  COMP
 GY2066  MODELED GRAV-     979,819.0   (mgal)                       NAVD 88
 GY2066
 GY2066  VERT ORDER  -  SECOND    CLASS 0
 GY2066
 GY2066.The horizontal coordinates were scaled from a topographic map and have
 GY2066.an estimated accuracy of +/- 6 seconds.
 GY2066
 GY2066.The orthometric height was determined by differential leveling
 GY2066.and adjusted by the National Geodetic Survey in June 1991..
 GY2066
 GY2066.The geoid height was determined by GEOID03.
 GY2066
 GY2066.The dynamic height is computed by dividing the NAVD 88
 GY2066.geopotential number by the normal gravity value computed on the
 GY2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2066.degrees latitude (g = 980.6199 gals.).
 GY2066
 GY2066.The modeled gravity was interpolated from observed gravity values.
 GY2066
 GY2066;                    North         East    Units  Estimated Accuracy
 GY2066;SPC KY1Z     - 1,114,700.    1,742,670.      MT  (+/- 180 meters Scaled)
 GY2066
 GY2066                          SUPERSEDED SURVEY CONTROL
 GY2066
 GY2066  NGVD 29 (??/??/92)  305.986  (m)         1003.89   (f) ADJ UNCH    2 0
 GY2066
 GY2066.Superseded values are not recommended for survey control.
 GY2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2066.See file dsdata.txt to determine how the superseded data were derived.
 GY2066
 GY2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB218339(NAD 83)
 GY2066_MARKER: DB = BENCH MARK DISK
 GY2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2066_STAMPING: E 88 1935 1003.889
 GY2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2066+STABILITY: SURFACE MOTION
 GY2066
 GY2066  HISTORY     - Date     Condition        Report By
 GY2066  HISTORY     - 1935     MONUMENTED       CGS
 GY2066  HISTORY     - 1952     GOOD             NGS
 GY2066  HISTORY     - 1956     GOOD             NGS
 GY2066  HISTORY     - 19960610 MARK NOT FOUND   KYDT
 GY2066  HISTORY     - 19960612 MARK NOT FOUND   KYDT
 GY2066
 GY2066                          STATION DESCRIPTION
 GY2066
 GY2066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY2066'2.6 MI W FROM HINDMAN.
 GY2066'ABOUT 2.55 MILES WEST ALONG STATE HIGHWAY 80 FROM THE COURT
 GY2066'HOUSE AT HINDMAN, ABOUT 0.4 MILE SOUTHWEST OF BRIDGE OVER OGDEN
 GY2066'BRANCH AND JUNCTION OF A ROAD NORTH TO VEST, 26 1/2 FEET SOUTHEAST
 GY2066'OF CENTER LINE OF HIGHWAY, 120 FEET SOUTHWEST OF SOUTHWEST
 GY2066'END OF SOUTHEAST CONCRETE HEAD WALL OF A 2 1/2-FOOT CONCRETE
 GY2066'AND STONE CULVERT FOR A SMALL CREEK, ABOUT 15 FEET NORTHWEST
 GY2066'OF TROUBLESOME CREEK BANK, 1 1/2 FEET NORTHEAST OF A WHITE
 GY2066'WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY
 GY2066'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GY2066
 GY2066                          STATION RECOVERY (1956)
 GY2066
 GY2066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2066'RECOVERED IN GOOD CONDITION.
 GY2066
 GY2066                          STATION RECOVERY (1996)
 GY2066
 GY2066'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2066'MARK NOT FOUND.
 GY2066
 GY2066                          STATION RECOVERY (1996)
 GY2066
 GY2066'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2066'EXTENSIVE DUMPING HAS OCCURED AT LOCATION, AREA ALSO OVERGROWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1525 ***********************************************************************
 GY1525  DESIGNATION -  E 89
 GY1525  PID         -  GY1525
 GY1525  STATE/COUNTY-  KY/FLOYD
 GY1525  USGS QUAD   -  MARTIN (1992)
 GY1525
 GY1525                         *CURRENT SURVEY CONTROL
 GY1525  ___________________________________________________________________
 GY1525* NAD 83(1986)-  37 34 25.     (N)    082 45 17.     (W)     SCALED    
 GY1525* NAVD 88     -       198.503  (meters)     651.26   (feet)  ADJUSTED  
 GY1525  ___________________________________________________________________
 GY1525  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GY1525  DYNAMIC HT  -         198.350 (meters)     650.75  (feet)  COMP
 GY1525  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 GY1525
 GY1525  VERT ORDER  -  SECOND    CLASS 0
 GY1525
 GY1525.The horizontal coordinates were scaled from a topographic map and have
 GY1525.an estimated accuracy of +/- 6 seconds.
 GY1525
 GY1525.The orthometric height was determined by differential leveling
 GY1525.and adjusted by the National Geodetic Survey in June 1991..
 GY1525
 GY1525.The geoid height was determined by GEOID03.
 GY1525
 GY1525.The dynamic height is computed by dividing the NAVD 88
 GY1525.geopotential number by the normal gravity value computed on the
 GY1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1525.degrees latitude (g = 980.6199 gals.).
 GY1525
 GY1525.The modeled gravity was interpolated from observed gravity values.
 GY1525
 GY1525;                    North         East    Units  Estimated Accuracy
 GY1525;SPC KY1Z     - 1,141,900.    1,764,530.      MT  (+/- 180 meters Scaled)
 GY1525
 GY1525                          SUPERSEDED SURVEY CONTROL
 GY1525
 GY1525  NGVD 29 (??/??/92)  198.692  (m)          651.88   (f) ADJ UNCH    2 0
 GY1525
 GY1525.Superseded values are not recommended for survey control.
 GY1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1525.See file dsdata.txt to determine how the superseded data were derived.
 GY1525
 GY1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB450599(NAD 83)
 GY1525_MARKER: DB = BENCH MARK DISK
 GY1525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1525_SP_SET: STANDPIPE BASE
 GY1525_STAMPING: E 89 1935 651.875
 GY1525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1525
 GY1525  HISTORY     - Date     Condition        Report By
 GY1525  HISTORY     - 1935     MONUMENTED       CGS
 GY1525  HISTORY     - 1952     GOOD             NGS
 GY1525  HISTORY     - 1956     GOOD             NGS
 GY1525
 GY1525                          STATION DESCRIPTION
 GY1525
 GY1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY1525'AT MARTIN.
 GY1525'AT MARTIN, ABOUT 260 YARDS NORTHEAST ALONG THE CHESAPEAKE AND
 GY1525'OHIO RAILWAY FROM THE EAST CORNER OF STATION, IN THE TOP OF
 GY1525'THE NORTH CORNER OF CONCRETE BASE OF A RAILWAY STANDPIPE,
 GY1525'8 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK, 137 FEET
 GY1525'NORTHEAST OF EAST CORNER OF YARD FOREMANS OFFICE, 3 1/2 FEET
 GY1525'SOUTHEAST OF SOUTHEAST RAIL OF A SIDE TRACK AND ABOUT LEVEL
 GY1525'WITH TRACKS.
 GY1525
 GY1525                          STATION RECOVERY (1956)
 GY1525
 GY1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0969 ***********************************************************************
 GC0969  DESIGNATION -  E 9
 GC0969  PID         -  GC0969
 GC0969  STATE/COUNTY-  KY/LOGAN
 GC0969  USGS QUAD   -  SOUTH UNION (1951)
 GC0969
 GC0969                         *CURRENT SURVEY CONTROL
 GC0969  ___________________________________________________________________
 GC0969* NAD 83(1986)-  36 52 35.     (N)    086 39 23.     (W)     SCALED    
 GC0969* NAVD 88     -       185.231  (meters)     607.71   (feet)  ADJUSTED  
 GC0969  ___________________________________________________________________
 GC0969  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 GC0969  DYNAMIC HT  -         185.083 (meters)     607.23  (feet)  COMP
 GC0969  MODELED GRAV-     979,831.0   (mgal)                       NAVD 88
 GC0969
 GC0969  VERT ORDER  -  FIRST     CLASS I
 GC0969
 GC0969.The horizontal coordinates were scaled from a topographic map and have
 GC0969.an estimated accuracy of +/- 6 seconds.
 GC0969
 GC0969.The orthometric height was determined by differential leveling
 GC0969.and adjusted by the National Geodetic Survey in June 1991..
 GC0969
 GC0969.The geoid height was determined by GEOID03.
 GC0969
 GC0969.The dynamic height is computed by dividing the NAVD 88
 GC0969.geopotential number by the normal gravity value computed on the
 GC0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0969.degrees latitude (g = 980.6199 gals.).
 GC0969
 GC0969.The modeled gravity was interpolated from observed gravity values.
 GC0969
 GC0969;                    North         East    Units  Estimated Accuracy
 GC0969;SPC KY1Z     - 1,060,670.    1,419,190.      MT  (+/- 180 meters Scaled)
 GC0969
 GC0969                          SUPERSEDED SURVEY CONTROL
 GC0969
 GC0969  NGVD 29 (??/??/92)  185.352  (m)          608.11   (f) ADJ UNCH    1 1
 GC0969
 GC0969.Superseded values are not recommended for survey control.
 GC0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0969.See file dsdata.txt to determine how the superseded data were derived.
 GC0969
 GC0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF306812(NAD 83)
 GC0969_MARKER: DB = BENCH MARK DISK
 GC0969_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0969_SP_SET: BUILDING
 GC0969_STAMPING: E 9 1921
 GC0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0969
 GC0969  HISTORY     - Date     Condition        Report By
 GC0969  HISTORY     - 1921     MONUMENTED       CGS
 GC0969  HISTORY     - 1968     GOOD             NGS
 GC0969
 GC0969                          STATION DESCRIPTION
 GC0969
 GC0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0969'3.4 MI NE FROM AUBURN.
 GC0969'ABOUT 3.35 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GC0969'RAILROAD FROM THE AUBURN HIGH SCHOOL AT AUBURN, AT THE COMMUNITY
 GC0969'OF SOUTH UNION, 0.4 MILE NORTHEAST OF MILEPOST 129, 45 FEET
 GC0969'NORTHWEST OF THE NORTHWEST RAIL, SET VERTICALLY IN THE EAST FACE
 GC0969'OF THE EAST BRICK WALL OF A ONE-STORY BRICK BUILDING, 8 FEET
 GC0969'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 34 FEET SOUTHWEST
 GC0969'OF STATE HIGHWAY 73, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND,
 GC0969'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1555 ***********************************************************************
 HY1555  DESIGNATION -  E 90
 HY1555  PID         -  HY1555
 HY1555  STATE/COUNTY-  KY/ELLIOTT
 HY1555  USGS QUAD   -  SANDY HOOK (1978)
 HY1555
 HY1555                         *CURRENT SURVEY CONTROL
 HY1555  ___________________________________________________________________
 HY1555* NAD 83(1986)-  38 03 38.     (N)    083 12 05.     (W)     SCALED    
 HY1555* NAVD 88     -       245.899  (meters)     806.75   (feet)  ADJUSTED  
 HY1555  ___________________________________________________________________
 HY1555  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HY1555  DYNAMIC HT  -         245.725 (meters)     806.18  (feet)  COMP
 HY1555  MODELED GRAV-     979,913.0   (mgal)                       NAVD 88
 HY1555
 HY1555  VERT ORDER  -  SECOND    CLASS 0
 HY1555
 HY1555.The horizontal coordinates were scaled from a topographic map and have
 HY1555.an estimated accuracy of +/- 6 seconds.
 HY1555
 HY1555.The orthometric height was determined by differential leveling
 HY1555.and adjusted by the National Geodetic Survey in June 1991..
 HY1555
 HY1555.The geoid height was determined by GEOID03.
 HY1555
 HY1555.The dynamic height is computed by dividing the NAVD 88
 HY1555.geopotential number by the normal gravity value computed on the
 HY1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1555.degrees latitude (g = 980.6199 gals.).
 HY1555
 HY1555.The modeled gravity was interpolated from observed gravity values.
 HY1555
 HY1555;                    North         East    Units  Estimated Accuracy
 HY1555;SPC KY1Z     - 1,194,750.    1,723,620.      MT  (+/- 180 meters Scaled)
 HY1555
 HY1555                          SUPERSEDED SURVEY CONTROL
 HY1555
 HY1555  NGVD 29 (??/??/92)  246.066  (m)          807.30   (f) ADJ UNCH    2 0
 HY1555
 HY1555.Superseded values are not recommended for survey control.
 HY1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1555.See file dsdata.txt to determine how the superseded data were derived.
 HY1555
 HY1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC068148(NAD 83)
 HY1555_MARKER: DB = BENCH MARK DISK
 HY1555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1555_SP_SET: CULVERT
 HY1555_STAMPING: E 90 1935 807.302
 HY1555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1555
 HY1555  HISTORY     - Date     Condition        Report By
 HY1555  HISTORY     - 1935     MONUMENTED       CGS
 HY1555  HISTORY     - 1955     GOOD             NGS
 HY1555
 HY1555                          STATION DESCRIPTION
 HY1555
 HY1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1555'4.8 MI SW FROM SANDY HOOK.
 HY1555'4.8 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 HY1555'SANDY HOOK, 5.2 MILES NORTHEAST FROM THE JUNCTION OF STATE
 HY1555'HIGHWAYS 711 AND 7 IN WRIGLEY, 0.1 MILE WEST OF THE JUNCTION OF STATE
 HY1555'HIGHWAYS 173 AND 7, ACROSS HIGHWAY FROM THE WEST END OF A
 HY1555'SAWMILL SHED, ABOUT 100 YARDS NORTHEAST OF AN ABANDONED SCHOOL
 HY1555'BUILDING ON SOUTH SIDE OF HIGHWAY, 84.2 FEET EAST OF THE EAST
 HY1555'END OF A CONCRETE CULVERT, AT ANOTHER CULVERT, IN THE TOP OF THE
 HY1555'EAST END OF THE NORTH CONCRETE HEAD WALL, 16.0 FEET NORTHWEST
 HY1555'OF THE CENTER LINE OF HIGHWAY, ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1869 ***********************************************************************
 GY1869  DESIGNATION -  E 91
 GY1869  PID         -  GY1869
 GY1869  STATE/COUNTY-  KY/MAGOFFIN
 GY1869  USGS QUAD   -  SALYERSVILLE NORTH (1992)
 GY1869
 GY1869                         *CURRENT SURVEY CONTROL
 GY1869  ___________________________________________________________________
 GY1869* NAD 83(1986)-  37 45 03.     (N)    083 05 36.     (W)     SCALED    
 GY1869* NAVD 88     -       262.827  (meters)     862.29   (feet)  ADJUSTED  
 GY1869  ___________________________________________________________________
 GY1869  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GY1869  DYNAMIC HT  -         262.630 (meters)     861.65  (feet)  COMP
 GY1869  MODELED GRAV-     979,872.0   (mgal)                       NAVD 88
 GY1869
 GY1869  VERT ORDER  -  SECOND    CLASS 0
 GY1869
 GY1869.The horizontal coordinates were scaled from a topographic map and have
 GY1869.an estimated accuracy of +/- 6 seconds.
 GY1869
 GY1869.The orthometric height was determined by differential leveling
 GY1869.and adjusted by the National Geodetic Survey in June 1991..
 GY1869
 GY1869.The geoid height was determined by GEOID03.
 GY1869
 GY1869.The dynamic height is computed by dividing the NAVD 88
 GY1869.geopotential number by the normal gravity value computed on the
 GY1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1869.degrees latitude (g = 980.6199 gals.).
 GY1869
 GY1869.The modeled gravity was interpolated from observed gravity values.
 GY1869
 GY1869;                    North         East    Units  Estimated Accuracy
 GY1869;SPC KY1Z     - 1,160,650.    1,734,080.      MT  (+/- 180 meters Scaled)
 GY1869
 GY1869                          SUPERSEDED SURVEY CONTROL
 GY1869
 GY1869  NGVD 29 (??/??/92)  263.023  (m)          862.93   (f) ADJ UNCH    2 0
 GY1869
 GY1869.Superseded values are not recommended for survey control.
 GY1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1869.See file dsdata.txt to determine how the superseded data were derived.
 GY1869
 GY1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB155802(NAD 83)
 GY1869_MARKER: DB = BENCH MARK DISK
 GY1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1869_STAMPING: E 91 1935 862.935
 GY1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1869+STABILITY: SURFACE MOTION
 GY1869
 GY1869  HISTORY     - Date     Condition        Report By
 GY1869  HISTORY     - 1935     MONUMENTED       CGS
 GY1869  HISTORY     - 1955     GOOD             NGS
 GY1869  HISTORY     - 1983     GOOD             USE
 GY1869  HISTORY     - 19990319 MARK NOT FOUND   KYDT
 GY1869
 GY1869                          STATION DESCRIPTION
 GY1869
 GY1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1869'1.8 MI NW FROM SALYERSVILLE.
 GY1869'1.75 MILES NORTHWEST ALONG U.S. HIGHWAY 460 AND STATE HIGHWAY
 GY1869'7 FROM THE COURTHOUSE IN SALYERSVILLE, MIDWAY BETWEEN TWO BARNS
 GY1869'ON SOUTHWEST SIDE OF HIGHWAY AND ABOUT 0.1 MILE DISTANT
 GY1869'EACH WAY, ACROSS HIGHWAY FROM A TWO STORY HOUSE, 250 YARDS
 GY1869'SOUTHWEST OF A CEMETERY ON SIDE HILL, 107.4 FEET NORTHWEST OF
 GY1869'THE NORTHWEST POST AT GATE TO FIELD, 134.2 FEET SOUTHEAST OF
 GY1869'THE CENTER OF DRIVEWAY TO HOUSE AT CENTER OF HIGHWAY, 27.5 FEET
 GY1869'SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 2 FEET BELOW THE LEVEL
 GY1869'OF HIGHWAY.
 GY1869
 GY1869                          STATION RECOVERY (1983)
 GY1869
 GY1869'RECOVERY NOTE BY US ENGINEERS 1983
 GY1869'RECOVERED IN GOOD CONDITION.
 GY1869
 GY1869                          STATION RECOVERY (1999)
 GY1869
 GY1869'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0902 ***********************************************************************
 HY0902  DESIGNATION -  E 92
 HY0902  PID         -  HY0902
 HY0902  STATE/COUNTY-  KY/LAWRENCE
 HY0902  USGS QUAD   -  MAZIE (1978)
 HY0902
 HY0902                         *CURRENT SURVEY CONTROL
 HY0902  ___________________________________________________________________
 HY0902* NAD 83(1986)-  38 00 30.     (N)    082 54 36.     (W)     SCALED    
 HY0902* NAVD 88     -       205.032  (meters)     672.68   (feet)  ADJUSTED  
 HY0902  ___________________________________________________________________
 HY0902  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HY0902  DYNAMIC HT  -         204.884 (meters)     672.19  (feet)  COMP
 HY0902  MODELED GRAV-     979,904.2   (mgal)                       NAVD 88
 HY0902
 HY0902  VERT ORDER  -  SECOND    CLASS 0
 HY0902
 HY0902.The horizontal coordinates were scaled from a topographic map and have
 HY0902.an estimated accuracy of +/- 6 seconds.
 HY0902
 HY0902.The orthometric height was determined by differential leveling
 HY0902.and adjusted by the National Geodetic Survey in June 1991..
 HY0902
 HY0902.The geoid height was determined by GEOID03.
 HY0902
 HY0902.The dynamic height is computed by dividing the NAVD 88
 HY0902.geopotential number by the normal gravity value computed on the
 HY0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0902.degrees latitude (g = 980.6199 gals.).
 HY0902
 HY0902.The modeled gravity was interpolated from observed gravity values.
 HY0902
 HY0902;                    North         East    Units  Estimated Accuracy
 HY0902;SPC KY1Z     - 1,189,690.    1,749,350.      MT  (+/- 180 meters Scaled)
 HY0902
 HY0902                          SUPERSEDED SURVEY CONTROL
 HY0902
 HY0902  NGVD 29 (??/??/92)  205.23   (m)          673.3    (f) COMPUTED    2 0
 HY0902
 HY0902.Superseded values are not recommended for survey control.
 HY0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0902.See file dsdata.txt to determine how the superseded data were derived.
 HY0902
 HY0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC323084(NAD 83)
 HY0902_MARKER: DB = BENCH MARK DISK
 HY0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0902_STAMPING: E 92 1935
 HY0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0902+STABILITY: SURFACE MOTION
 HY0902
 HY0902  HISTORY     - Date     Condition        Report By
 HY0902  HISTORY     - 1935     MONUMENTED       CGS
 HY0902  HISTORY     - 1952     MARK NOT FOUND   NGS
 HY0902
 HY0902                          STATION DESCRIPTION
 HY0902
 HY0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0902'5.2 MI W FROM BLAINE.
 HY0902'POST OFFICE BY HIGHWAY, ON STATE HIGHWAY NO. 32, AT JUNCTION WITH
 HY0902'DIRT ROAD, 54 FEET EAST OF SMALL WOODEN BRIDGE, 20 FEET SOUTH
 HY0902'OF CENTER OF HIGHWAY, 4 FEET SOUTHEAST OF TELEGRAPH POLE, 1 FOOT
 HY0902'ABOVE HIGHWAY SURFACE, ON TOP OF CONCRETE POST.
 HY0902
 HY0902                          STATION RECOVERY (1952)
 HY0902
 HY0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 HY0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1620 ***********************************************************************
 HA1620  DESIGNATION -  EARLINGTON
 HA1620  PID         -  HA1620
 HA1620  STATE/COUNTY-  KY/HOPKINS
 HA1620  USGS QUAD   -  MADISONVILLE WEST (1962)
 HA1620
 HA1620                         *CURRENT SURVEY CONTROL
 HA1620  ___________________________________________________________________
 HA1620* NAD 83(1993)-  37 16 32.29327(N)    087 30 20.66198(W)     ADJUSTED  
 HA1620* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 HA1620  ___________________________________________________________________
 HA1620  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 HA1620  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 HA1620
 HA1620  HORZ ORDER  -  SECOND
 HA1620
 HA1620.The horizontal coordinates were established by classical geodetic methods
 HA1620.and adjusted by the National Geodetic Survey in December 1995..
 HA1620
 HA1620.The orthometric height was scaled from a topographic map.
 HA1620
 HA1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1620
 HA1620.The geoid height was determined by GEOID03.
 HA1620
 HA1620;                    North         East     Units Scale Factor Converg.
 HA1620;SPC KY1Z     - 1,106,045.254 1,344,300.118   MT  0.99995954   -1 04 40.6
 HA1620;SPC KY1Z     - 3,628,750.14  4,410,424.64   sFT  0.99995954   -1 04 40.6
 HA1620;SPC KY S     -   606,017.887   344,302.015   MT  0.99994592   -1 03 53.2
 HA1620;SPC KY S     - 1,988,243.68  1,129,597.53   sFT  0.99994592   -1 03 53.2
 HA1620;UTM  16      - 4,125,570.241   455,164.089   MT  0.99962476   -0 18 22.7
 HA1620
 HA1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1620!SPC KY1Z     -   0.99997693  x   0.99995954  =   0.99993647
 HA1620!SPC KY S     -   0.99997693  x   0.99994592  =   0.99992285
 HA1620!UTM  16      -   0.99997693  x   0.99962476  =   0.99960170
 HA1620
 HA1620:                Primary Azimuth Mark                     Grid Az
 HA1620:SPC KY1Z     -  MADISONVILLE COURTHOUSE SPIRE            007 25 43.9
 HA1620:SPC KY S     -  MADISONVILLE COURTHOUSE SPIRE            007 24 56.5
 HA1620:UTM  16      -  MADISONVILLE COURTHOUSE SPIRE            006 39 26.0
 HA1620
 HA1620|---------------------------------------------------------------------|
 HA1620| PID    Reference Object                     Distance      Geod. Az  |
 HA1620|                                                           dddmmss.s |
 HA1620| HA1610 MADISONVILLE COURTHOUSE SPIRE       APPROX. 5.8 KM 0062103.3 |
 HA1620| HA1609 MADISONVILLE ALUMINUM TANK          APPROX. 5.5 KM 0134204.2 |
 HA1620| CG8566 EARLINGTON RM 1                      28.255 METERS 09437     |
 HA1620| HA1621 EARLINGTON 2                         16.357 METERS 17746     |
 HA1620| HA1630 WEST                                APPROX. 6.3 KM 2093506.1 |
 HA1620| HA1619 EARLINGTON KY UTILITIES STK         APPROX. 1.1 KM 2575227.2 |
 HA1620| CG8565 EARLINGTON AZ MK                                   3315024.2 |
 HA1620| CG8567 EARLINGTON RM 2                      25.113 METERS 33916     |
 HA1620|---------------------------------------------------------------------|
 HA1620
 HA1620                          SUPERSEDED SURVEY CONTROL
 HA1620
 HA1620  NAD 83(1986)-  37 16 32.30358(N)    087 30 20.66515(W) AD(       ) 2
 HA1620  NAD 27      -  37 16 32.14100(N)    087 30 20.67200(W) AD(       ) 2
 HA1620
 HA1620.Superseded values are not recommended for survey control.
 HA1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1620.See file dsdata.txt to determine how the superseded data were derived.
 HA1620
 HA1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG5516425570(NAD 83)
 HA1620_MARKER: DS = TRIANGULATION STATION DISK
 HA1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1620_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1620
 HA1620  HISTORY     - Date     Condition        Report By
 HA1620  HISTORY     - 1934     MONUMENTED       CGS
 HA1620  HISTORY     - 1965     GOOD             CGS
 HA1620
 HA1620                          STATION DESCRIPTION
 HA1620
 HA1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1620'STATION IS ON THE SUMMIT OF HIGH HILL 18 FEET SOUTHWEST OF CENTER
 HA1620'LINE OF RIDGE RD AND
 HA1620'19.5 FT W OF BLACK, WATER STANDPIPE (MUN), AND IS ON THE PROPERTY OF
 HA1620'THE KENTUCKY UTILITIES CO.
 HA1620'
 HA1620'TO REACH STATION FROM RAILROAD STATION IN EARLINGTON GO NORTHWEST 1
 HA1620'BLOCK, TURN RIGHT (NORTHEAST) AND GO 0.4 MILE TO TOP OF HILL AND END
 HA1620'OF STREET, TURN RIGHT ON RIDGE ROAD AND GO 0.2 MILE TO BLACK
 HA1620'STANDPIPE AND STATION SITE.
 HA1620'
 HA1620'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HA1620'DISKS SET IN CONCRETE.
 HA1620'
 HA1620'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, 8 FEET NORTH OF
 HA1620'CENTER LINE OF ROAD, 10 FEET SOUTHEAST OF FENCE CORNER AND 50.5
 HA1620'FEET EAST OF STANDPIPE.
 HA1620'
 HA1620'REFERENCE MARK NO. 2 IS IN GRASSY FIELD NORTH-NORTHWEST OF STATION,
 HA1620'20 FEET NORTH-NORTHEAST OF CENTERLINE OF ROAD.
 HA1620'
 HA1620'AZIMUTH MARK IS NORTHWEST OF STATION, 50 FEET NORTHEAST OF CENTERLINE
 HA1620'OF RIDGE ROAD, 1.5 FEET SOUTHEAST OF PICKET FENCE LINE, 15 FEET
 HA1620'NORTHEAST OF 16-INCH OAK TREE.
 HA1620'
 HA1620'STATIONS WEST AND MADISONVILLE VISIBLE FROM THE GROUND.
 HA1620'
 HA1620'A 37-FOOT TOWER IS REQUIRED TO SEE BRINKLEY.
 HA1620'
 HA1620'HEIGHT OF LIGHT ABOVE STATION MARK-23 METERS.
 HA1620
 HA1620                          STATION RECOVERY (1965)
 HA1620
 HA1620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 HA1620'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 HA1620'AZIMUTH MARK WERE RECOVERED.  THE SURFACE STATION MARK AND
 HA1620'REFERENCE MARK NO. 2 WERE BOTH BADLY TILTED.  THE UNDERGROUND STATION
 HA1620'MARK WAS IN VERY GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 HA1620'IN GOOD CONDITION, BUT ABOUT 8 INCHES BELOW THE SURFACE NEAR THE
 HA1620'SHOULDER OF HIGHLAND DRIVE.  THIS MARK WAS NOT REMOVED BECAUSE OF
 HA1620'THE DAMAGE TO THE STREET SURFACE THAT ITS REMOVAL WOULD REQUIRE.
 HA1620'
 HA1620'DUE TO THE CONSTRUCTION OF A NEW WATER STANDPIPE BY THE CITY OF
 HA1620'EARLINGTON, THE ORIGINAL STATION WOULD BE LOST AND COVERED WITH
 HA1620'THE CONCRETE PLATFORM FOR THE STANDPIPE.  A NEW STATION EARLINGTON 2
 HA1620'1965 AND TWO NEW REFERENCE MARKS WERE ESTABLISHED AND AFTER ALL
 HA1620'HORIZONTAL ANGLE MEASUREMENTS WERE OBSERVED AND DISTANCES MEASURED,
 HA1620'THE SURFACE STATION MARK AND REFERENCE MARK NO. 2 WERE DESTROYED
 HA1620'AND THE DISK REMOVED FOR SUBMISSION TO THE WASHINGTON OFFICE.
 HA1620'
 HA1620'SEE DESCRIPTION OF NEW STATION EARLINGTON 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1621 ***********************************************************************
 HA1621  DESIGNATION -  EARLINGTON 2
 HA1621  PID         -  HA1621
 HA1621  STATE/COUNTY-  KY/HOPKINS
 HA1621  USGS QUAD   -  MADISONVILLE WEST (1962)
 HA1621
 HA1621                         *CURRENT SURVEY CONTROL
 HA1621  ___________________________________________________________________
 HA1621* NAD 83(1993)-  37 16 31.76309(N)    087 30 20.63615(W)     ADJUSTED  
 HA1621* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 HA1621  ___________________________________________________________________
 HA1621  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 HA1621  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 HA1621
 HA1621  HORZ ORDER  -  THIRD
 HA1621
 HA1621.The horizontal coordinates were established by classical geodetic methods
 HA1621.and adjusted by the National Geodetic Survey in December 1995..
 HA1621.No horizontal observational check was made to the station.
 HA1621
 HA1621.The orthometric height was scaled from a topographic map.
 HA1621
 HA1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1621
 HA1621.The geoid height was determined by GEOID03.
 HA1621
 HA1621;                    North         East     Units Scale Factor Converg.
 HA1621;SPC KY1Z     - 1,106,028.901 1,344,300.447   MT  0.99995956   -1 04 40.6
 HA1621;SPC KY1Z     - 3,628,696.49  4,410,425.72   sFT  0.99995956   -1 04 40.6
 HA1621;SPC KY S     -   606,001.535   344,302.348   MT  0.99994592   -1 03 53.2
 HA1621;SPC KY S     - 1,988,190.04  1,129,598.62   sFT  0.99994592   -1 03 53.2
 HA1621;UTM  16      - 4,125,553.899   455,164.638   MT  0.99962476   -0 18 22.7
 HA1621
 HA1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1621!SPC KY1Z     -   0.99997693  x   0.99995956  =   0.99993649
 HA1621!SPC KY S     -   0.99997693  x   0.99994592  =   0.99992285
 HA1621!UTM  16      -   0.99997693  x   0.99962476  =   0.99960170
 HA1621
 HA1621|---------------------------------------------------------------------|
 HA1621| PID    Reference Object                     Distance      Geod. Az  |
 HA1621|                                                           dddmmss.s |
 HA1621| CG8568 EARLINGTON 2 RM 3                    25.677 METERS 07239     |
 HA1621| CG8569 EARLINGTON 2 RM 4                    30.184 METERS 33011     |
 HA1621| CG8565 EARLINGTON AZ MK                                   3330848.8 |
 HA1621| HA1620 EARLINGTON                           16.357 METERS 35746     |
 HA1621|---------------------------------------------------------------------|
 HA1621
 HA1621                          SUPERSEDED SURVEY CONTROL
 HA1621
 HA1621  NAD 83(1986)-  37 16 31.77340(N)    087 30 20.63933(W) AD(       ) 3
 HA1621  NAD 27      -  37 16 31.61082(N)    087 30 20.64622(W) AD(       ) 3
 HA1621
 HA1621.Superseded values are not recommended for survey control.
 HA1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1621.See file dsdata.txt to determine how the superseded data were derived.
 HA1621
 HA1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG5516525554(NAD 83)
 HA1621_MARKER: DS = TRIANGULATION STATION DISK
 HA1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1621
 HA1621  HISTORY     - Date     Condition        Report By
 HA1621  HISTORY     - 1965     MONUMENTED       CGS
 HA1621
 HA1621                          STATION DESCRIPTION
 HA1621
 HA1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 HA1621'THE STATION IS LOCATED AT THE SITE OF THE CITY OF EARLINGTON WATER
 HA1621'STANDPIPES ATOP A HIGH HILL NEAR THE EAST EDGE OF THE CITY.
 HA1621'
 HA1621'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S.
 HA1621'HIGHWAY 41 AND STATE ROUTE 112 JUST SOUTHWEST OF THE POST OFFICE
 HA1621'IN EARLINGTON, GO SOUTHEAST ON U.S. HIGHWAY 41 (THIS IS S. RAILROAD
 HA1621'STREET) FOR 0.1 MILE TO E. FARREN AVENUE.  HERE TURN LEFT AND GO
 HA1621'NORTHEAST ON E. FARREN AVENUE FOR 0.25 MILE TO S. DUKE STREET, TURN
 HA1621'RIGHT AND GO SOUTHEAST ON S. DUKE STREET FOR 0.2 MILE TO A
 HA1621'GRAVELED T STREET ON THE LEFT, TURN LEFT AND GO NORTHEAST ON THE
 HA1621'GRAVELED STREET FOR 0.15 MILE TO HIGHLAND AVENUE, TURN LEFT AND GO
 HA1621'NORTHWEST ON HIGHLAND AVENUE FOR 0.05 MILE TO THE STANDPIPES ON THE
 HA1621'LEFT AND THE STATION AS DESCRIBED.
 HA1621'
 HA1621'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST ON
 HA1621'HIGHLAND AVENUE FOR 0.2 MILE TO THE HOME OF MR. ARTHUR
 HA1621'BLAKELEY ON THE RIGHT AND THE MARK AS DESCRIBED.
 HA1621'
 HA1621'THE STATION IS 78 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 HA1621'HIGHLAND AVENUE, 61 FEET NORTH OF THE MOST NORTHERLY ONE OF TWO
 HA1621'10-INCH OAK TREES, 53 FEET WEST OF THE NORTHWEST CORNER OF A. O.
 HA1621'DEMOSS, JRS HOME, 38 FEET WEST OF A 6-INCH APPLE TREE, 22 FEET
 HA1621'SOUTHWEST OF THE NEAREST EDGE OF THE OLD STANDPIPE BASE, AND 1.7 FEET
 HA1621'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 HA1621'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 HA1621'INCHES AND THE DISK IS STAMPED EARLINGTON 2 1965.  THE SUB-SURFACE
 HA1621'MARK IS ABOUT 36 INCHES BELOW THE SURFACE.
 HA1621'
 HA1621'REFERENCE MARK NO. 3 IS 25 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 HA1621'THE DEMOSS HOME, 24 FEET EAST OF THE NEAREST EDGE OF THE OLD
 HA1621'STANDPIPE BASE, 17 FEET EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY,
 HA1621'15 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF HIGHLAND DRIVE, 3.3
 HA1621'FEET NORTH-NORTHEAST OF THE EDGE OF A SIDEWALK, 3.3 FEET WEST OF THE
 HA1621'DEMOSS MAIL BOX, AND 2.1 FEET NORTH-NORTHWEST OF A WATER METER BOX.
 HA1621'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 HA1621'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED EARLINGTON
 HA1621'2 NO 3 1965.
 HA1621'
 HA1621'REFERENCE MARK NO. 4 IS 27 FEET EAST OF THE SOUTHEAST CORNER OF A
 HA1621'FRAME HOUSE, 19 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 HA1621'HIGHLAND DRIVE, 12 FEET NORTHWEST OF THE CENTER OF A GRAVELED
 HA1621'DRIVEWAY, 1.8 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 HA1621'RETAINING WALL AND 1.7 FEET SOUTHEAST OF A UTILITY POLE.  IT IS A
 HA1621'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 HA1621'THAT PROJECTS 7 INCHES AND THE DISK IS STAMPED EARLINGTON 2 NO 4
 HA1621'1965.
 HA1621'
 HA1621'DUE TO THE EXISTING STANDPIPE IT WAS IMPOSSIBLE TO MEASURE BETWEEN
 HA1621'THE REFERENCE MARKS.
 HA1621'
 HA1621'THE AZIMUTH MARK IS IN THE YARD OF MR. ARTHUR BLAKELEY, 62 FEET
 HA1621'NORTHEAST OF THE APPROXIMATE CENTER OF HIGHLAND DRIVE, 39 FEET
 HA1621'NORTHEAST OF A POWERLINE POLE, 35 FEET NORTHWEST OF A 24-INCH OAK
 HA1621'TREE, 32 FEET WEST-NORTHWEST OF THE NORTHWEST COLUMN OF
 HA1621'THE PORCH ON THE BLAKELEY HOME, 25 FEET SOUTH-SOUTHWEST OF A
 HA1621'NORTHEAST FENCE CORNER, 15 FEET NORTHEAST OF A 30-INCH OAK
 HA1621'TREE, 9 FEET NORTH OF THE APPROXIMATE CENTER OF A DRIVEWAY, AND 2.4
 HA1621'FEET SOUTHEAST OF A WHITE WOODEN FENCE.  IT IS A STANDARD REFERENCE
 HA1621'MARK DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 HA1621'PROJECTS 13 INCHES AND THE DISK IS STAMPED EARLINGTON AZI 1934.
 HA1621'
 HA1621'*THE SURFACE MARK FOR THIS STATION WAS DESTROYED AFTER ALL HORIZONTAL
 HA1621'ANGLE OBSERVATIONS WERE COMPLETED AND DISTANCE MEASUREMENTS MADE
 HA1621'AND CHECKED.  THE SUB-SURFACE MARK WAS IN NO WAY DISTURBED, BUT WILL
 HA1621'FALL UNDER THE FOOTING FOR A NEW STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1619 ***********************************************************************
 HA1619  DESIGNATION -  EARLINGTON KY UTILITIES STK
 HA1619  PID         -  HA1619
 HA1619  STATE/COUNTY-  KY/HOPKINS
 HA1619  USGS QUAD   -  MADISONVILLE WEST (1962)
 HA1619
 HA1619                         *CURRENT SURVEY CONTROL
 HA1619  ___________________________________________________________________
 HA1619* NAD 83(1993)-  37 16 24.97238(N)    087 31 03.28762(W)     ADJUSTED  
 HA1619* NAVD 88     -                                                        
 HA1619  ___________________________________________________________________
 HA1619  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 HA1619  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 HA1619
 HA1619  HORZ ORDER  -  THIRD
 HA1619
 HA1619.The horizontal coordinates were established by classical geodetic methods
 HA1619.and adjusted by the National Geodetic Survey in December 1995..
 HA1619
 HA1619
 HA1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1619
 HA1619.The geoid height was determined by GEOID03.
 HA1619
 HA1619;                    North         East     Units Scale Factor Converg.
 HA1619;SPC KY1Z     - 1,105,839.433 1,343,245.951   MT  0.99995991   -1 05 06.8
 HA1619;SPC KY1Z     - 3,628,074.87  4,406,966.09   sFT  0.99995991   -1 05 06.8
 HA1619;SPC KY S     -   605,811.826   343,247.910   MT  0.99994596   -1 04 19.1
 HA1619;SPC KY S     - 1,987,567.63  1,126,139.18   sFT  0.99994596   -1 04 19.1
 HA1619;UTM  16      - 4,125,350.314   454,113.141   MT  0.99962594   -0 18 48.5
 HA1619
 HA1619                          SUPERSEDED SURVEY CONTROL
 HA1619
 HA1619  NAD 83(1986)-  37 16 24.98265(N)    087 31 03.29095(W) AD(       ) 4
 HA1619  NAD 27      -  37 16 24.82000(N)    087 31 03.30000(W) AD(       ) 3
 HA1619
 HA1619.Superseded values are not recommended for survey control.
 HA1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1619.See file dsdata.txt to determine how the superseded data were derived.
 HA1619
 HA1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG5411325350(NAD 83)
 HA1619_MARKER: 63 = STACK
 HA1619
 HA1619  HISTORY     - Date     Condition        Report By
 HA1619  HISTORY     - 1934     FIRST OBSERVED   CGS
 HA1619
 HA1619                          STATION DESCRIPTION
 HA1619
 HA1619'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1494 ***********************************************************************
 HB1494  DESIGNATION -  EASLEY
 HB1494  PID         -  HB1494
 HB1494  STATE/COUNTY-  KY/CRITTENDEN
 HB1494  USGS QUAD   -  CAVE IN ROCK (1996)
 HB1494
 HB1494                         *CURRENT SURVEY CONTROL
 HB1494  ___________________________________________________________________
 HB1494* NAD 83(1993)-  37 26 25.65107(N)    088 09 23.13529(W)     ADJUSTED  
 HB1494* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 HB1494  ___________________________________________________________________
 HB1494  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 HB1494  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 HB1494
 HB1494  HORZ ORDER  -  THIRD
 HB1494
 HB1494.The horizontal coordinates were established by classical geodetic methods
 HB1494.and adjusted by the National Geodetic Survey in December 1995..
 HB1494
 HB1494.The orthometric height was scaled from a topographic map.
 HB1494
 HB1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1494
 HB1494.The geoid height was determined by GEOID03.
 HB1494
 HB1494;                    North         East     Units Scale Factor Converg.
 HB1494;SPC KY1Z     - 1,125,617.563 1,287,079.539   MT  0.99993371   -1 28 38.8
 HB1494;SPC KY1Z     - 3,692,963.62  4,222,693.45   sFT  0.99993371   -1 28 38.8
 HB1494;SPC KY S     -   625,574.612   287,076.112   MT  0.99994712   -1 27 33.9
 HB1494;SPC KY S     - 2,052,406.04    941,848.88   sFT  0.99994712   -1 27 33.9
 HB1494;SPC IL E     -    85,886.934   315,655.096   MT  0.99997802   +0 06 27.2
 HB1494;SPC IL E     -   281,780.72  1,035,611.76   sFT  0.99997802   +0 06 27.2
 HB1494;UTM  16      - 4,144,363.368   397,700.441   MT  0.99972891   -0 42 11.1
 HB1494
 HB1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1494!SPC KY1Z     -   0.99998282  x   0.99993371  =   0.99991653
 HB1494!SPC KY S     -   0.99998282  x   0.99994712  =   0.99992994
 HB1494!SPC IL E     -   0.99998282  x   0.99997802  =   0.99996084
 HB1494!UTM  16      -   0.99998282  x   0.99972891  =   0.99971174
 HB1494
 HB1494|---------------------------------------------------------------------|
 HB1494| PID    Reference Object                     Distance      Geod. Az  |
 HB1494|                                                           dddmmss.s |
 HB1494| CI4349 EASLEY RM 2                          30.297 METERS 00015     |
 HB1494| CI4347 EASLEY AZ MK                                       0210955.1 |
 HB1494| CI4348 EASLEY RM 1                          35.741 METERS 08446     |
 HB1494| HB1449 PETERS CREEK LOOKOUT TOWER          APPROX.10.8 KM 3184002.1 |
 HB1494| HB1493 CAVE IN ROCK MUNICIPAL TANK         APPROX. 3.3 KM 3405158.4 |
 HB1494|---------------------------------------------------------------------|
 HB1494
 HB1494                          SUPERSEDED SURVEY CONTROL
 HB1494
 HB1494  NAD 83(1986)-  37 26 25.65820(N)    088 09 23.13862(W) AD(       ) 3
 HB1494  NAD 27      -  37 26 25.48389(N)    088 09 23.02996(W) AD(       ) 3
 HB1494
 HB1494.Superseded values are not recommended for survey control.
 HB1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1494.See file dsdata.txt to determine how the superseded data were derived.
 HB1494
 HB1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG9770044363(NAD 83)
 HB1494_MARKER: DS = TRIANGULATION STATION DISK
 HB1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1494_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1494
 HB1494  HISTORY     - Date     Condition        Report By
 HB1494  HISTORY     - 1962     MONUMENTED       CGS
 HB1494  HISTORY     - 20020417 MARK NOT FOUND   PENRIL
 HB1494
 HB1494                          STATION DESCRIPTION
 HB1494
 HB1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1494'NO MEASUREMENTS BETWEEN RMS, FENCE ON LINE.
 HB1494'THE STATION IS
 HB1494'LOCATED ABOUT 2 MILES SOUTH OF CAVE IN ROCK, ILLINOIS, ABOUT 9 MILES
 HB1494'NORTHWEST OF MARION, ABOUT 12 MILES SOUTHWEST OF STURGIS AND ON
 HB1494'PROPERTY OWNED BY MR. W. EASLEY.  IT IS 149 FEET SOUTHEAST OF A 15
 HB1494'INCH OAK TREE, 109 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 HB1494'HIGHWAY 91, 99 FEET SOUTH OF A WITNESS POST AND 79 FEET SOUTHWEST OF
 HB1494'A WIRE FENCE.  THE MONUMENT IS 18 INCHES UNDERGROUND AND THE DISK IS
 HB1494'STAMPED EASLEY 1962.
 HB1494'
 HB1494'TO REACH FROM THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 HB1494'MARION, GO NORTHERLY ON STATE HIGHWAY 91 FOR 7.6 MILES TO A SIDE ROAD
 HB1494'RIGHT (JUNCTION OF STATE HIGHWAY 506). CONTINUE NORTHERLY ON HIGHWAY
 HB1494'91 FOR 1.55 MILES TO A CROSSROAD.* CONTINUE NORTH ON HIGHWAY 91
 HB1494'FOR 0.15 MILE TO A FIELD ENTRANCE AND GATE ON THE LEFT.  PASS THROUGH
 HB1494'GATE AND GO NORTH ACROSS FIELD FOR 0.05 MILE TO HIGHEST POINT OF
 HB1494'THE HILL AND THE STATION.
 HB1494'
 HB1494'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHWEST ON A
 HB1494'GRAVELED ROAD FOR 0.45 MILE TO A FARM HOUSE ON THE LEFT.  CONTINUE
 HB1494'NORTHWEST ON THE GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 HB1494'
 HB1494'REFERENCE MARK 1 IS 30 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 91
 HB1494'AND 1 FOOT NORTHEAST OF THE WIRE FENCE.  THE MONUMENT PROJECTS
 HB1494'6 INCHES AND THE DISK IS STAMPED EASLEY NO 1 1962.
 HB1494'
 HB1494'REFERENCE MARK 2 IS 64 FEET SOUTHEAST OF THE 15 INCH OAK TREE, 30
 HB1494'FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 91, 2 FEET WEST OF THE
 HB1494'WITNESS POST AND 1 FOOT NORTHEAST OF THE WIRE FENCE.  THE MONUMENT
 HB1494'PROJECTS 8 INCHES AND THE DISK IS STAMPED EASLEY NO 2 1962.
 HB1494'
 HB1494'THE AZIMUTH MARK IS 15 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED
 HB1494'ROAD, 2 FEET SOUTHEAST OF A WITNESS POST AND 1 FOOT SOUTHWEST OF
 HB1494'A WIRE FENCE.  THE MONUMENT PROJECTS 7 INCHES AND THE DISK IS STAMPED
 HB1494'EASLEY 1962.
 HB1494'
 HB1494'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HB1494
 HB1494                          STATION RECOVERY (2002)
 HB1494
 HB1494'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2002 (RL)
 HB1494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1378 ***********************************************************************
 HA1378  DESIGNATION -  EAST KNOB L AND N RR MW KPI
 HA1378  PID         -  HA1378
 HA1378  STATE/COUNTY-  KY/EDMONSON
 HA1378  USGS QUAD   -  SMITHS GROVE (1994)
 HA1378
 HA1378                         *CURRENT SURVEY CONTROL
 HA1378  ___________________________________________________________________
 HA1378* NAD 83(1993)-  37 06 16.07757(N)    086 10 26.55022(W)     ADJUSTED  
 HA1378* NAVD 88     -                                                        
 HA1378  ___________________________________________________________________
 HA1378  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 HA1378  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HA1378
 HA1378  HORZ ORDER  -  THIRD
 HA1378
 HA1378.The horizontal coordinates were established by classical geodetic methods
 HA1378.and adjusted by the National Geodetic Survey in December 1995..
 HA1378
 HA1378
 HA1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1378
 HA1378.The geoid height was determined by GEOID03.
 HA1378
 HA1378;                    North         East     Units Scale Factor Converg.
 HA1378;SPC KY1Z     - 1,085,669.867 1,462,307.354   MT  0.99999501   -0 15 37.2
 HA1378;SPC KY1Z     - 3,561,901.89  4,797,586.71   sFT  0.99999501   -0 15 37.2
 HA1378;SPC KY S     -   585,659.882   462,308.920   MT  0.99995339   -0 15 25.8
 HA1378;SPC KY S     - 1,921,452.46  1,516,758.52   sFT  0.99995339   -0 15 25.8
 HA1378;UTM  16      - 4,106,780.360   573,390.556   MT  0.99966635   +0 29 53.9
 HA1378
 HA1378                          SUPERSEDED SURVEY CONTROL
 HA1378
 HA1378  NAD 83(1986)-  37 06 16.08663(N)    086 10 26.55634(W) AD(       ) 4
 HA1378  NAD 27      -  37 06 15.92916(N)    086 10 26.61941(W) AD(       ) 3
 HA1378
 HA1378.Superseded values are not recommended for survey control.
 HA1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1378.See file dsdata.txt to determine how the superseded data were derived.
 HA1378
 HA1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7339106780(NAD 83)
 HA1378_MARKER: 44 = MICROWAVE MAST
 HA1378
 HA1378  HISTORY     - Date     Condition        Report By
 HA1378  HISTORY     - 1970     FIRST OBSERVED   NGS
 HA1378
 HA1378                          STATION DESCRIPTION
 HA1378
 HA1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HA1378'THE STATION IS THE RED LIGHT ATOP THE EAST KNOB, LOUISVILLE
 HA1378'AND NASHVILLE RAIL ROAD MICROWAVE KPI 39 MAST THAT IS LOCATED
 HA1378'ABOUT 4 MILES NORTHEAST OF SMITH GROVE, 1-1/2 MILES WEST OF
 HA1378'CEDAR SPRINGS, 1 MILE NORTH OF U.S. HIGHWAY 31W AND ON A RIDGE
 HA1378'LOCALLY KNOWN AS EAST KNOB.  THE MAST IS TRIANGULAR IN CROSS
 HA1378'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE WITH A
 HA1378'DISH SHAPED ANTENNA LOCATED NEAR THE TOP.  IT IS 200 FEET
 HA1378'IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1374 ***********************************************************************
 HA1374  DESIGNATION -  EAST KNOB S CENTRAL BELL MW
 HA1374  PID         -  HA1374
 HA1374  STATE/COUNTY-  KY/EDMONSON
 HA1374  USGS QUAD   -  SMITHS GROVE (1994)
 HA1374
 HA1374                         *CURRENT SURVEY CONTROL
 HA1374  ___________________________________________________________________
 HA1374* NAD 83(1993)-  37 06 05.88342(N)    086 10 59.14564(W)     ADJUSTED  
 HA1374* NAVD 88     -                                                        
 HA1374  ___________________________________________________________________
 HA1374  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 HA1374  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HA1374
 HA1374  HORZ ORDER  -  THIRD
 HA1374
 HA1374.The horizontal coordinates were established by classical geodetic methods
 HA1374.and adjusted by the National Geodetic Survey in December 1995..
 HA1374
 HA1374
 HA1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1374
 HA1374.The geoid height was determined by GEOID03.
 HA1374
 HA1374;                    North         East     Units Scale Factor Converg.
 HA1374;SPC KY1Z     - 1,085,359.306 1,461,501.075   MT  0.99999567   -0 15 57.3
 HA1374;SPC KY1Z     - 3,560,882.99  4,794,941.44   sFT  0.99999567   -0 15 57.3
 HA1374;SPC KY S     -   585,349.289   461,502.692   MT  0.99995359   -0 15 45.6
 HA1374;SPC KY S     - 1,920,433.46  1,514,113.42   sFT  0.99995359   -0 15 45.6
 HA1374;UTM  16      - 4,106,459.256   572,588.724   MT  0.99966491   +0 29 34.1
 HA1374
 HA1374                          SUPERSEDED SURVEY CONTROL
 HA1374
 HA1374  NAD 83(1986)-  37 06 05.89167(N)    086 10 59.15164(W) AD(       ) 4
 HA1374  NAD 27      -  37 06 05.72138(N)    086 10 59.21160(W) AD(       ) 3
 HA1374
 HA1374.Superseded values are not recommended for survey control.
 HA1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1374.See file dsdata.txt to determine how the superseded data were derived.
 HA1374
 HA1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7258906459(NAD 83)
 HA1374_MARKER: 44 = MICROWAVE MAST
 HA1374
 HA1374  HISTORY     - Date     Condition        Report By
 HA1374  HISTORY     - 1970     FIRST OBSERVED   NGS
 HA1374
 HA1374                          STATION DESCRIPTION
 HA1374
 HA1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HA1374'THE STATION IS THE TOP CENTER OF THE EAST KNOB, SOUTH CENTRAL
 HA1374'BELL TELEPHONE COMPANY MICROWAVE MAST THAT IS LOCATED ABOUT 4
 HA1374'MILES NORTH-NORTHEAST OF SMITH GROVE, 2 MILES WEST-SOUTHWEST OF
 HA1374'CEDAR SPRINGS, 1 MILE NORTH OF U.S. HIGHWAY 31W AND ON A RIDGE
 HA1374'LOCALLY KNOWN AS EAST KNOB.  THE MAST IS TRIANGULAR IN CROSS
 HA1374'SECTION, PAINTED ALUMINUM IN COLOR WITH 3 FAN SHAPED ANTENNAS
 HA1374'LOCATED NEAR THE TOP.  IT IS 139 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2871 ***********************************************************************
 GZ2871  DESIGNATION -  EASTERN
 GZ2871  PID         -  GZ2871
 GZ2871  STATE/COUNTY-  KY/MADISON
 GZ2871  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ2871
 GZ2871                         *CURRENT SURVEY CONTROL
 GZ2871  ___________________________________________________________________
 GZ2871* NAD 83(1993)-  37 44 28.55173(N)    084 18 07.71572(W)     ADJUSTED  
 GZ2871* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 GZ2871  ___________________________________________________________________
 GZ2871  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 GZ2871  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GZ2871
 GZ2871  HORZ ORDER  -  SECOND
 GZ2871
 GZ2871.The horizontal coordinates were established by classical geodetic methods
 GZ2871.and adjusted by the National Geodetic Survey in December 1995..
 GZ2871
 GZ2871.The orthometric height was scaled from a topographic map.
 GZ2871
 GZ2871.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2871
 GZ2871.The geoid height was determined by GEOID03.
 GZ2871
 GZ2871;                    North         East     Units Scale Factor Converg.
 GZ2871;SPC KY1Z     - 1,157,245.353 1,627,597.419   MT  0.99990771   +0 53 20.1
 GZ2871;SPC KY1Z     - 3,796,729.13  5,339,875.87   sFT  0.99990771   +0 53 20.1
 GZ2871;SPC KY S     -   657,225.138   627,605.567   MT  0.99997058   +0 52 41.1
 GZ2871;SPC KY S     - 2,156,246.14  2,059,069.26   sFT  0.99997058   +0 52 41.1
 GZ2871;SPC KY N     -    26,780.971   495,403.894   MT  1.00004176   -0 01 56.8
 GZ2871;SPC KY N     -    87,863.90  1,625,337.61   sFT  1.00004176   -0 01 56.8
 GZ2871;UTM  16      - 4,180,535.506   737,716.620   MT  1.00029608   +1 39 07.6
 GZ2871
 GZ2871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2871!SPC KY1Z     -   0.99995674  x   0.99990771  =   0.99986445
 GZ2871!SPC KY S     -   0.99995674  x   0.99997058  =   0.99992732
 GZ2871!SPC KY N     -   0.99995674  x   1.00004176  =   0.99999850
 GZ2871!UTM  16      -   0.99995674  x   1.00029608  =   1.00025280
 GZ2871
 GZ2871|---------------------------------------------------------------------|
 GZ2871| PID    Reference Object                     Distance      Geod. Az  |
 GZ2871|                                                           dddmmss.s |
 GZ2871| DB9231 EASTERN RM 1                         41.877 METERS 04129     |
 GZ2871| DB9232 EASTERN RM 2                         28.700 METERS 11045     |
 GZ2871| DB9230 EASTERN AZ MK                                      1525123.3 |
 GZ2871|---------------------------------------------------------------------|
 GZ2871
 GZ2871                          SUPERSEDED SURVEY CONTROL
 GZ2871
 GZ2871  NAD 83(1986)-  37 44 28.55931(N)    084 18 07.72122(W) AD(       ) 2
 GZ2871  NAD 27      -  37 44 28.27600(N)    084 18 07.96700(W) AD(       ) 2
 GZ2871
 GZ2871.Superseded values are not recommended for survey control.
 GZ2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2871.See file dsdata.txt to determine how the superseded data were derived.
 GZ2871
 GZ2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3771780536(NAD 83)
 GZ2871_MARKER: DS = TRIANGULATION STATION DISK
 GZ2871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2871_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GZ2871
 GZ2871  HISTORY     - Date     Condition        Report By
 GZ2871  HISTORY     - 1935     MONUMENTED       CGS
 GZ2871  HISTORY     - 1951     SEE DESCRIPTION  CGS
 GZ2871
 GZ2871                          STATION DESCRIPTION
 GZ2871
 GZ2871'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GZ2871'STATION IS ON THE CAMPUS OF THE EASTERN KENTUCKY STATE TEACHERS
 GZ2871'COLLEGE, 65.1 FEET ESE OF THE NE CORNER OF MEMORIAL HALL, 32.5
 GZ2871'FEET NNE OF A 24-INCH MAPLE TREE, 21.3 FEET NE OF A 10-INCH MAPLE
 GZ2871'TREE AND 27 FEET ESE OF A 3 1/2-FOOT VERTICAL STUMP THAT IS
 GZ2871'CAPPED WITH CONCRETE.  MARK IS FLUSH WITH GROUND.
 GZ2871'
 GZ2871'SURFACE, AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 GZ2871'CONCRETE.
 GZ2871'
 GZ2871'REFERENCE MARK NO. 1, A STANDARD DISK IS NE OF STATION SET IN THE S
 GZ2871'EDGE OF SIDEWALK, 8-1/2 YARDS SE OF LIGHT POLE.
 GZ2871'
 GZ2871'REFERENCE MARK NO. 2, A STANDARD DISK IS ESE OF STATION SET IN SE
 GZ2871'CORNER OF A CONCRETE TRANSFORMER VAULT.
 GZ2871'
 GZ2871'AZIMUTH MARK, A STANDARD DISK IS SE OF STATION SET IN THE S EDGE OF
 GZ2871'SIDEWALK THAT RUNS ALONG THE N SIDE OF THE WEAVER HEALTH BUILDING,
 GZ2871'2 FEET N OF THE E BANNISTER OF THE E STEPS.
 GZ2871'
 GZ2871'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 GZ2871'
 GZ2871'NO NATURAL OBJECTS ARE V.G.
 GZ2871
 GZ2871                          STATION RECOVERY (1951)
 GZ2871
 GZ2871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2871'THE STATION MARKS WERE DESTROYED BY NEW CONSTRUCTION.  REFERENCE
 GZ2871'MARKS NO. 1 AND NO. 2 AND AZIMUTH MARK RECOVERED AS DESCRIBED.  A
 GZ2871'NEW STATION EASTERN 2 WAS ESTABLISHED BY THIS PARTY AND ALL OLD MARKS
 GZ2871'WERE DESTROYED.
 GZ2871'
 GZ2871'THE OLD STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2872 ***********************************************************************
 GZ2872  DESIGNATION -  EASTERN 2
 GZ2872  PID         -  GZ2872
 GZ2872  STATE/COUNTY-  KY/MADISON
 GZ2872  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ2872
 GZ2872                         *CURRENT SURVEY CONTROL
 GZ2872  ___________________________________________________________________
 GZ2872* NAD 83(1993)-  37 44 23.08592(N)    084 18 06.92618(W)     ADJUSTED  
 GZ2872* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 GZ2872  ___________________________________________________________________
 GZ2872  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 GZ2872  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GZ2872
 GZ2872  HORZ ORDER  -  SECOND
 GZ2872
 GZ2872.The horizontal coordinates were established by classical geodetic methods
 GZ2872.and adjusted by the National Geodetic Survey in December 1995..
 GZ2872
 GZ2872.The orthometric height was scaled from a topographic map.
 GZ2872
 GZ2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2872
 GZ2872.The geoid height was determined by GEOID03.
 GZ2872
 GZ2872;                    North         East     Units Scale Factor Converg.
 GZ2872;SPC KY1Z     - 1,157,077.173 1,627,619.360   MT  0.99990777   +0 53 20.6
 GZ2872;SPC KY1Z     - 3,796,177.36  5,339,947.85   sFT  0.99990777   +0 53 20.6
 GZ2872;SPC KY S     -   657,056.942   627,627.477   MT  0.99997040   +0 52 41.5
 GZ2872;SPC KY S     - 2,155,694.32  2,059,141.15   sFT  0.99997040   +0 52 41.5
 GZ2872;UTM  16      - 4,180,367.567   737,740.808   MT  1.00029622   +1 39 07.9
 GZ2872
 GZ2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2872!SPC KY1Z     -   0.99995705  x   0.99990777  =   0.99986482
 GZ2872!SPC KY S     -   0.99995705  x   0.99997040  =   0.99992745
 GZ2872!UTM  16      -   0.99995705  x   1.00029622  =   1.00025326
 GZ2872
 GZ2872:                Primary Azimuth Mark                     Grid Az
 GZ2872:SPC KY1Z     -  RICHMOND MUNICIPAL TANK                  003 46 04.0
 GZ2872:SPC KY S     -  RICHMOND MUNICIPAL TANK                  003 46 43.1
 GZ2872:UTM  16      -  RICHMOND MUNICIPAL TANK                  003 00 16.7
 GZ2872
 GZ2872|---------------------------------------------------------------------|
 GZ2872| PID    Reference Object                     Distance      Geod. Az  |
 GZ2872|                                                           dddmmss.s |
 GZ2872| GZ2909 RICHMOND MUNICIPAL TANK             APPROX. 1.5 KM 0043924.6 |
 GZ2872| GZ2884 RICHMOND US POST OFFICE TOWER       APPROX. 1.1 KM 0235634.0 |
 GZ2872| GZ2883 RICHMOND MADISON CO CTHSE TWR       APPROX. 1.1 KM 0361109.8 |
 GZ2872| DB9234 EASTERN 2 RM 3                       23.565 METERS 04819     |
 GZ2872| GZ2880 RICHMOND EASTERN ST COLL STACK      435.300 METERS 0541148.7 |
 GZ2872| GZ0154 EASTERN 2 AZ MK                                    3065429.6 |
 GZ2872| DB9235 EASTERN 2 RM 4                       24.196 METERS 32632     |
 GZ2872|---------------------------------------------------------------------|
 GZ2872
 GZ2872                          SUPERSEDED SURVEY CONTROL
 GZ2872
 GZ2872  NAD 83(1986)-  37 44 23.09330(N)    084 18 06.93173(W) AD(       ) 2
 GZ2872  NAD 27      -  37 44 22.80300(N)    084 18 07.17500(W) AD(       ) 2
 GZ2872
 GZ2872.Superseded values are not recommended for survey control.
 GZ2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2872.See file dsdata.txt to determine how the superseded data were derived.
 GZ2872
 GZ2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3774180368(NAD 83)
 GZ2872_MARKER: DS = TRIANGULATION STATION DISK
 GZ2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2872
 GZ2872  HISTORY     - Date     Condition        Report By
 GZ2872  HISTORY     - 1951     MONUMENTED       CGS
 GZ2872
 GZ2872                          STATION DESCRIPTION
 GZ2872
 GZ2872'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2872'STATION IS LOCATED IN THE SOUTH EDGE OF RICHMOND IN THE V FORMED BY
 GZ2872'THE JUNCTION OF PAVED ROAD AND CONCRETE SIDEWALK ON THE WEST SIDE OF
 GZ2872'WEAVER HEALTH BUILDING ON THE EASTERN KENTUCKY STATE COLLEGE GROUNDS.
 GZ2872'IT IS 39 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE WEST WING
 GZ2872'OF WEAVER HEALTH BUILDING, 36 FEET NORTHEAST OF THE CENTER OF PAVED
 GZ2872'ROAD AND 14 FEET NORTHEAST OF WHITE WITNESS POST.  THE MARK IS SET
 GZ2872'FLUSH WITH THE GROUND SURFACE AND THE DISK STAMPED EASTERN 2 1951.
 GZ2872'
 GZ2872'REFERENCE MARK NO. 3 IS 20 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GZ2872'THE WEST WING OF WEAVER HEALTH BUILDING.  THE DISK IS SET FLUSH WITH
 GZ2872'THE CONCRETE SURFACE OF THE SIDEWALK AND STAMPED EASTERN 2 NO. 3
 GZ2872'1951.
 GZ2872'
 GZ2872'REFERENCE MARK NO. 4 IS 21 FEET NORTHEAST OF THE CENTER OF PAVED
 GZ2872'ROAD.  THE MARK IS SET FLUSH WITH THE GROUND SURFACE AND THE DISK
 GZ2872'STAMPED EASTERN 2 NO. 4 1951.
 GZ2872'
 GZ2872'THE AZIMUTH MARK IS 15 FEET SOUTHEAST OF THE CENTER OF PAVED STREET
 GZ2872'AND 2 FEET EAST OF WHITE WITNESS POST.  THE MARK PROJECTS 6
 GZ2872'INCHES AND THE DISK STAMPED EASTERN 2 1951.
 GZ2872'
 GZ2872'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST TO STATE HIGHWAY
 GZ2872'NO. 52, TURN RIGHT AND THENCE LEFT ON PAVED STREET JUST NORTH OF
 GZ2872'SERVICE STATION AND GO WEST FOR 0.15 MILE TO MARK ON THE SOUTH SIDE
 GZ2872'AS DESCRIBED.
 GZ2872'
 GZ2872'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0154 ***********************************************************************
 GZ0154  DESIGNATION -  EASTERN 2 AZ MK
 GZ0154  PID         -  GZ0154
 GZ0154  STATE/COUNTY-  KY/MADISON
 GZ0154  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0154
 GZ0154                         *CURRENT SURVEY CONTROL
 GZ0154  ___________________________________________________________________
 GZ0154* NAD 83(1986)-  37 44 29.     (N)    084 18 14.     (W)     SCALED    
 GZ0154* NAVD 88     -       305.663  (meters)    1002.83   (feet)  ADJUSTED  
 GZ0154  ___________________________________________________________________
 GZ0154  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GZ0154  DYNAMIC HT  -         305.436 (meters)    1002.08  (feet)  COMP
 GZ0154  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 GZ0154
 GZ0154  VERT ORDER  -  SECOND    CLASS 0
 GZ0154
 GZ0154.The horizontal coordinates were scaled from a topographic map and have
 GZ0154.an estimated accuracy of +/- 6 seconds.
 GZ0154
 GZ0154.The orthometric height was determined by differential leveling
 GZ0154.and adjusted by the National Geodetic Survey in June 1991..
 GZ0154
 GZ0154.The geoid height was determined by GEOID03.
 GZ0154
 GZ0154.The dynamic height is computed by dividing the NAVD 88
 GZ0154.geopotential number by the normal gravity value computed on the
 GZ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0154.degrees latitude (g = 980.6199 gals.).
 GZ0154
 GZ0154.The modeled gravity was interpolated from observed gravity values.
 GZ0154
 GZ0154;                    North         East    Units  Estimated Accuracy
 GZ0154;SPC KY1Z     - 1,157,260.    1,627,440.      MT  (+/- 180 meters Scaled)
 GZ0154
 GZ0154                          SUPERSEDED SURVEY CONTROL
 GZ0154
 GZ0154  NGVD 29 (??/??/92)  305.811  (m)         1003.31   (f) ADJ UNCH    2 0
 GZ0154
 GZ0154.Superseded values are not recommended for survey control.
 GZ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0154.See file dsdata.txt to determine how the superseded data were derived.
 GZ0154
 GZ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG375805(NAD 83)
 GZ0154_MARKER: DZ = AZIMUTH MARK DISK
 GZ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0154_STAMPING: EASTERN 2 1951
 GZ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0154+STABILITY: SURFACE MOTION
 GZ0154
 GZ0154  HISTORY     - Date     Condition        Report By
 GZ0154  HISTORY     - 1951     MONUMENTED       CGS
 GZ0154  HISTORY     - 1960     GOOD             PAS
 GZ0154
 GZ0154                          STATION DESCRIPTION
 GZ0154
 GZ0154'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0154'0.7 MI SW FROM RICHMOND.
 GZ0154'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 25 AND 421 FROM THE
 GZ0154'MADISON COUNTY COURT HOUSE IN RICHMOND, THENCE ABOUT 0.65
 GZ0154'MILE SOUTHWEST ALONG STATE HIGHWAY 52 (LANCASTER AVENUE) TO
 GZ0154'BARNES MILLE ROAD AT EASTERN STATE COLLEGE, THENCE ABOUT 0.05
 GZ0154'MILE WEST ALONG BARNES MILL ROAD, 46.9 FEET NORTHWEST OF THE
 GZ0154'NORTHWEST CORNER OF A 1 1/2 STORY BRICK HOUSE, 20.5 FEET
 GZ0154'SOUTH-SOUTHWEST OF THE INTERSECTION OF ROAD AND DRIVE TO HOUSE,
 GZ0154'2.7 FEET EAST OF COMBINATION POWER-TELEPHONE POLE 28 AND 1.3 FEET
 GZ0154'EAST OF A WHITE WITNESS POST.  A STANDARD U.S.C AND G.S. AZIMUTH
 GZ0154'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES
 GZ0154'AND STAMPED EASTERN 2 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1196 ***********************************************************************
 HA1196  DESIGNATION -  EASTVIEW
 HA1196  PID         -  HA1196
 HA1196  STATE/COUNTY-  KY/HARDIN
 HA1196  USGS QUAD   -  SUMMIT (1991)
 HA1196
 HA1196                         *CURRENT SURVEY CONTROL
 HA1196  ___________________________________________________________________
 HA1196* NAD 83(1993)-  37 36 00.39643(N)    086 02 38.75148(W)     ADJUSTED  
 HA1196* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 HA1196  ___________________________________________________________________
 HA1196  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 HA1196  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HA1196
 HA1196  HORZ ORDER  -  FIRST
 HA1196
 HA1196.The horizontal coordinates were established by classical geodetic methods
 HA1196.and adjusted by the National Geodetic Survey in December 1995..
 HA1196
 HA1196.The orthometric height was scaled from a topographic map.
 HA1196
 HA1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1196
 HA1196.The geoid height was determined by GEOID03.
 HA1196
 HA1196;                    North         East     Units Scale Factor Converg.
 HA1196;SPC KY1Z     - 1,140,631.074 1,474,031.256   MT  0.99991651   -0 10 50.0
 HA1196;SPC KY1Z     - 3,742,220.45  4,836,050.88   sFT  0.99991651   -0 10 50.0
 HA1196;SPC KY S     -   640,621.584   474,030.226   MT  0.99995614   -0 10 42.1
 HA1196;SPC KY S     - 2,101,772.65  1,555,214.17   sFT  0.99995614   -0 10 42.1
 HA1196;UTM  16      - 4,161,877.414   584,380.360   MT  0.99968770   +0 34 59.8
 HA1196
 HA1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1196!SPC KY1Z     -   0.99996255  x   0.99991651  =   0.99987906
 HA1196!SPC KY S     -   0.99996255  x   0.99995614  =   0.99991869
 HA1196!UTM  16      -   0.99996255  x   0.99968770  =   0.99965026
 HA1196
 HA1196:                Primary Azimuth Mark                     Grid Az
 HA1196:SPC KY1Z     -  BLUEBALL                                 001 02 23.7
 HA1196:SPC KY S     -  BLUEBALL                                 001 02 15.8
 HA1196:UTM  16      -  BLUEBALL                                 000 16 33.9
 HA1196
 HA1196|---------------------------------------------------------------------|
 HA1196| PID    Reference Object                     Distance      Geod. Az  |
 HA1196|                                                           dddmmss.s |
 HA1196| HA1316 BLUEBALL                            APPROX.15.3 KM 0005133.7 |
 HA1196| GZ2818 ELIZABETHTOWN MUNICIPAL TANK        APPROX.18.9 KM 0512028.6 |
 HA1196| GZ2806 ELIZABETHTOWN ST POL RAD MAST       APPROX.19.4 KM 0621433.5 |
 HA1196| HA1320 INTER OF GRAVEL T RDS                49.378 METERS 06812     |
 HA1196| GZ2816 AIRWAY BEACON 75 B                  APPROX.12.6 KM 0851323.2 |
 HA1196| GZ2815 AIRWAY BEACON 75 A                  APPROX.11.9 KM 0881529.7 |
 HA1196| CG8572 EASTVIEW RM 1                        17.676 METERS 21411     |
 HA1196| CG8571 EASTVIEW AZ MK                                     2181829.0 |
 HA1196| CG8573 EASTVIEW RM 2                        51.804 METERS 33431     |
 HA1196|---------------------------------------------------------------------|
 HA1196
 HA1196                          SUPERSEDED SURVEY CONTROL
 HA1196
 HA1196  NAD 83(1986)-  37 36 00.40397(N)    086 02 38.75851(W) AD(       ) 1
 HA1196  NAD 27      -  37 36 00.18000(N)    086 02 38.88600(W) AD(       ) 1
 HA1196
 HA1196.Superseded values are not recommended for survey control.
 HA1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1196.See file dsdata.txt to determine how the superseded data were derived.
 HA1196
 HA1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG8438061877(NAD 83)
 HA1196_MARKER: DS = TRIANGULATION STATION DISK
 HA1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1196_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1196
 HA1196  HISTORY     - Date     Condition        Report By
 HA1196  HISTORY     - 1933     MONUMENTED       CGS
 HA1196  HISTORY     - 1950     GOOD             CGS
 HA1196
 HA1196                          STATION DESCRIPTION
 HA1196
 HA1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HA1196'STATION IS ABOUT 12 MILES (AIRLINE) SOUTHWEST BY WEST OF
 HA1196'ELIZABETHTOWN, ABOUT 1 MILE NORTHEAST OF EASTVIEW, ON NORTH SIDE
 HA1196'OF GRAVELED ROAD ON LAND OWNED BY THE HARDIN SAND CO.  MARK IS 64
 HA1196'PACES WEST OF T-ROAD INTERSECTION, 37 FEET NORTH OF THE CENTER LINE
 HA1196'OF GRAVELED ROAD, 50 FEET NORTH OF BOARD GATE IN EAST-WEST FENCE
 HA1196'LINE, 43 FEET EAST-NORTHEAST OF A 15 INCH SYCAMORE TREE, AND
 HA1196'PROJECTS 6 INCHES.
 HA1196'
 HA1196'TO REACH FROM ELIZABETHTOWN GO NORTHWEST FROM THE SQUARE TO THE
 HA1196'TRAFFIC LIGHT, TURN LEFT ON STATE HIGHWAY 62 AND FOLLOW THIS ROAD
 HA1196'10.7 MILES TO YOUNGS TOURISTS LUNCHROOM.  HERE TURN RIGHT ALONGSIDE
 HA1196'WEST SIDE OF THE BUILDING AND FOLLOW MAIN TRAVELED ROAD (GRAVEL) FOR
 HA1196'1.7 MILES TO TOP OF A FLAT TOPPED RIDGE AND STATION.
 HA1196'
 HA1196'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HA1196'DISKS SET IN CONCRETE.
 HA1196'
 HA1196'REFERENCE MARK NO. 1 IS WEST OF STATION, 32 FEET NORTH OF CENTER LINE
 HA1196'OF ROAD, AND PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS
 HA1196'NORTH-NORTHWEST OF STATION, 35.3 FEET EAST-SOUTHEAST OF A 30-INCH OAK
 HA1196'TREE, AND PROJECTS 5 INCHES.
 HA1196'
 HA1196'AZIMUTH MARK IS 0.1 MILE WEST OF THE STATION, 36 FEET NORTH OF CENTER
 HA1196'LINE OF ROAD AND 60 FEET EAST OF A 15-INCH OAK TREE.  MARK IS SET
 HA1196'IN LEDGE ROCK.
 HA1196
 HA1196                          STATION RECOVERY (1950)
 HA1196
 HA1196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1196'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HA1196'CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 1 AND NO. 2 FAILED
 HA1196'TO CHECK.  THE DIRECTION TO THE AZIMUTH MARK FAILED TO CHECK.  A
 HA1196'COMPLETE NEW DESCRIPTION FOLLOWS.
 HA1196'
 HA1196'STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF LEITCHFIELD AND ABOUT
 HA1196'12 MILES SOUTHWEST OF ELIZABETHTOWN.  IT IS 162 FEET SOUTHWEST OF
 HA1196'THE INTERSECTION OF A GRAVEL T-ROAD, 35 FEET NORTHWEST OF THE CENTER
 HA1196'OF GRAVEL ROAD AND 17 FEET SOUTHWEST OF A WHITE WITNESS POST.
 HA1196'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED EASTVIEW 1933.
 HA1196'
 HA1196'REFERENCE MARK NO. 1 IS 57.99 FEET SOUTHWEST OF THE STATION.  IT IS
 HA1196'32 FEET WEST OF THE CENTER OF GRAVEL ROAD.  THE MARK PROJECTS 2
 HA1196'INCHES AND THE DISK IS STAMPED EASTVIEW NO 1 1933.
 HA1196'
 HA1196'REFERENCE MARK NO. 2 IS 169.96 FEET NORTHWEST OF THE STATION.  IT IS
 HA1196'34 FEET EAST OF A 36 INCH OAK TREE.  THE MARK PROJECTS 2 INCHES
 HA1196'AND THE DISK IS STAMPED EASTVIEW NO 2 1933.
 HA1196'
 HA1196'AZIMUTH MARK IS 0.1 MILE SOUTHWEST OF THE STATION.  IT IS 84 FEET
 HA1196'NORTHEAST OF A 18 INCH OAK TREE, 50 FEET NORTHWEST OF THE
 HA1196'INTERSECTION OF GRAVEL ROAD AND DRIVEWAY EAST AND 12 FEET NORTHWEST
 HA1196'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 8 INCHES AND
 HA1196'THE DISK IS STAMPED EASTVIEW 1933.
 HA1196'
 HA1196'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 31W AND
 HA1196'NO. 62 (WEST DIXIE AVENUE AND MULBERRY STREET) IN ELIZABETHTOWN,
 HA1196'GO SOUTHWEST ON U.S. HIGHWAY NO. 62 FOR 10.7 MILES TO A GRAVEL SIDE
 HA1196'ROAD RIGHT, TURN RIGHT ON GRAVEL ROAD AND GO 1.7 MILE TO THE
 HA1196'STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.1 MILE TO A
 HA1196'DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 HA1196'
 HA1196'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1388 ***********************************************************************
 HA1388  DESIGNATION -  EDMONSON CO N TANK
 HA1388  PID         -  HA1388
 HA1388  STATE/COUNTY-  KY/EDMONSON
 HA1388  USGS QUAD   -  BROWNSVILLE (1965)
 HA1388
 HA1388                         *CURRENT SURVEY CONTROL
 HA1388  ___________________________________________________________________
 HA1388* NAD 83(1993)-  37 14 36.69753(N)    086 16 53.82435(W)     ADJUSTED  
 HA1388* NAVD 88     -                                                        
 HA1388  ___________________________________________________________________
 HA1388  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 HA1388  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HA1388
 HA1388  HORZ ORDER  -  THIRD
 HA1388
 HA1388.The horizontal coordinates were established by classical geodetic methods
 HA1388.and adjusted by the National Geodetic Survey in December 1995..
 HA1388
 HA1388
 HA1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1388
 HA1388.The geoid height was determined by GEOID03.
 HA1388
 HA1388;                    North         East     Units Scale Factor Converg.
 HA1388;SPC KY1Z     - 1,101,151.393 1,452,833.026   MT  0.99996552   -0 19 35.0
 HA1388;SPC KY1Z     - 3,612,694.20  4,766,503.02   sFT  0.99996552   -0 19 35.0
 HA1388;SPC KY S     -   601,140.348   452,833.910   MT  0.99994665   -0 19 20.7
 HA1388;SPC KY S     - 1,972,241.29  1,485,672.59   sFT  0.99994665   -0 19 20.7
 HA1388;UTM  16      - 4,122,129.924   563,714.841   MT  0.99965001   +0 26 05.2
 HA1388
 HA1388                          SUPERSEDED SURVEY CONTROL
 HA1388
 HA1388  NAD 83(1986)-  37 14 36.70579(N)    086 16 53.83107(W) AD(       ) 4
 HA1388  NAD 27      -  37 14 36.53393(N)    086 16 53.88764(W) AD(       ) 3
 HA1388
 HA1388.Superseded values are not recommended for survey control.
 HA1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1388.See file dsdata.txt to determine how the superseded data were derived.
 HA1388
 HA1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6371522130(NAD 83)
 HA1388_MARKER: 53 = ELEVATED TANK
 HA1388
 HA1388  HISTORY     - Date     Condition        Report By
 HA1388  HISTORY     - 1970     FIRST OBSERVED   NGS
 HA1388
 HA1388                          STATION DESCRIPTION
 HA1388
 HA1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HA1388'THE STATION IS THE FINIAL KNOB ATOP THE EDMONSON COUNTY RURAL
 HA1388'WATER DISTRICT NORTH WATER TANK THAT IS LOCATED ABOUT 3 MILES
 HA1388'NORTH OF BROWNSVILLE, NEAR THE EAST EDGE OF THE SMALL VILLAGE
 HA1388'OF LINDSEVILLE AND JUST EAST OF STATE HIGHWAY 259.  THE TANK
 HA1388'IS SPHERICAL IN SHAPE, SUPPORTED BY FOUR TUBULAR STEEL LEGS AND
 HA1388'IS PAINTED ALUMINUM IN COLOR.  IT IS 130 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1377 ***********************************************************************
 HA1377  DESIGNATION -  EDMONSON CO S TANK
 HA1377  PID         -  HA1377
 HA1377  STATE/COUNTY-  KY/EDMONSON
 HA1377  USGS QUAD   -  SMITHS GROVE (1994)
 HA1377
 HA1377                         *CURRENT SURVEY CONTROL
 HA1377  ___________________________________________________________________
 HA1377* NAD 83(1993)-  37 06 45.59740(N)    086 08 55.96555(W)     ADJUSTED  
 HA1377* NAVD 88     -                                                        
 HA1377  ___________________________________________________________________
 HA1377  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 HA1377  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HA1377
 HA1377  HORZ ORDER  -  THIRD
 HA1377
 HA1377.The horizontal coordinates were established by classical geodetic methods
 HA1377.and adjusted by the National Geodetic Survey in December 1995..
 HA1377
 HA1377
 HA1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1377
 HA1377.The geoid height was determined by GEOID03.
 HA1377
 HA1377;                    North         East     Units Scale Factor Converg.
 HA1377;SPC KY1Z     - 1,086,570.019 1,464,547.891   MT  0.99999311   -0 14 41.6
 HA1377;SPC KY1Z     - 3,564,855.14  4,804,937.54   sFT  0.99999311   -0 14 41.6
 HA1377;SPC KY S     -   586,560.119   464,549.317   MT  0.99995283   -0 14 30.9
 HA1377;SPC KY S     - 1,924,405.99  1,524,108.88   sFT  0.99995283   -0 14 30.9
 HA1377;UTM  16      - 4,107,709.793   575,618.253   MT  0.99967044   +0 30 48.9
 HA1377
 HA1377                          SUPERSEDED SURVEY CONTROL
 HA1377
 HA1377  NAD 83(1986)-  37 06 45.60628(N)    086 08 55.97174(W) AD(       ) 4
 HA1377  NAD 27      -  37 06 45.44673(N)    086 08 56.03870(W) AD(       ) 3
 HA1377
 HA1377.Superseded values are not recommended for survey control.
 HA1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1377.See file dsdata.txt to determine how the superseded data were derived.
 HA1377
 HA1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7561807710(NAD 83)
 HA1377_MARKER: 53 = ELEVATED TANK
 HA1377
 HA1377  HISTORY     - Date     Condition        Report By
 HA1377  HISTORY     - 1970     FIRST OBSERVED   NGS
 HA1377
 HA1377                          STATION DESCRIPTION
 HA1377
 HA1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HA1377'THE STATION IS THE FINIAL KNOB ATOP THE EDMONSON COUNTY RURAL
 HA1377'WATER DISTRICT SOUTH WATER TANK THAT IS LOCATED ABOUT 2 MILES
 HA1377'NORTH OF THE JUNCTION OF U.S. HIGHWAY 31W AND STATE HIGHWAY 259,
 HA1377'1 MILE NORTH OF CEDAR SPRINGS AND JUST EAST OF STATE HIGHWAY
 HA1377'259.  THE TANK IS SPHERICAL IN SHAPE, SUPPORTED BY FOUR TUBULAR
 HA1377'STEEL LEGS AND IS PAINTED ALUMINUM IN COLOR.  IT IS 130 FEET IN
 HA1377'HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2443 ***********************************************************************
 GB2443  DESIGNATION -  EDMONTON MUNICIPAL TANK
 GB2443  PID         -  GB2443
 GB2443  STATE/COUNTY-  KY/METCALFE
 GB2443  USGS QUAD   -  EDMONTON (1982)
 GB2443
 GB2443                         *CURRENT SURVEY CONTROL
 GB2443  ___________________________________________________________________
 GB2443* NAD 83(1993)-  36 58 43.08482(N)    085 36 47.33083(W)     ADJUSTED  
 GB2443* NAVD 88     -                                                        
 GB2443  ___________________________________________________________________
 GB2443  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 GB2443  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GB2443
 GB2443  HORZ ORDER  -  THIRD
 GB2443
 GB2443.The horizontal coordinates were established by classical geodetic methods
 GB2443.and adjusted by the National Geodetic Survey in December 1995..
 GB2443
 GB2443
 GB2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2443
 GB2443.The geoid height was determined by GEOID03.
 GB2443
 GB2443;                    North         East     Units Scale Factor Converg.
 GB2443;SPC KY1Z     - 1,071,628.458 1,512,185.202   MT  1.00002670   +0 05 02.5
 GB2443;SPC KY1Z     - 3,515,834.37  4,961,227.62   sFT  1.00002670   +0 05 02.5
 GB2443;SPC KY S     -   571,620.139   512,184.445   MT  0.99996454   +0 04 58.8
 GB2443;SPC KY S     - 1,875,390.41  1,680,391.80   sFT  0.99996454   +0 04 58.8
 GB2443;UTM  16      - 4,093,400.942   623,434.566   MT  0.99978770   +0 50 03.6
 GB2443
 GB2443                          SUPERSEDED SURVEY CONTROL
 GB2443
 GB2443  NAD 83(1986)-  36 58 43.09778(N)    085 36 47.34084(W) AD(       ) 4
 GB2443  NAD 27      -  36 58 42.89500(N)    085 36 47.45400(W) AD(       ) 3
 GB2443
 GB2443.Superseded values are not recommended for survey control.
 GB2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2443.See file dsdata.txt to determine how the superseded data were derived.
 GB2443
 GB2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2343593401(NAD 83)
 GB2443_MARKER: 51 = TANK
 GB2443
 GB2443  HISTORY     - Date     Condition        Report By
 GB2443  HISTORY     - 1951     FIRST OBSERVED   CGS
 GB2443
 GB2443                          STATION DESCRIPTION
 GB2443
 GB2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GB2443'STATION IS LOCATED ABOUT 1 BLOCK SOUTHWEST OF THE COURTHOUSE SQUARE
 GB2443'IN EDMONTON AND 1 BLOCK SOUTH OF U.S. HIGHWAY NO. 68 ON THE
 GB2443'HIGHEST POINT OF A SMALL HILL. IT IS A 4 LEGGED STEEL STRUCTURE WITH
 GB2443'A TANK ON THE TOP, THE ENTIRE STRUCTURE IS PAINTED ALUMNIUM AND
 GB2443'ABOUT 100 FEET HIGH. POINT OBSERVED UPON, FINIAL ON THE APEX OF THE
 GB2443'TANK ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2659 ***********************************************************************
 AE2659  DESIGNATION -  EHR AWOS MARKER
 AE2659  PID         -  AE2659
 AE2659  STATE/COUNTY-  KY/HENDERSON
 AE2659  USGS QUAD   -  WILSON (1993)
 AE2659
 AE2659                         *CURRENT SURVEY CONTROL
 AE2659  ___________________________________________________________________
 AE2659* NAD 83(1993)-  37 48 24.53110(N)    087 40 56.43560(W)     ADJUSTED  
 AE2659* NAVD 88     -       117.1    (meters)     384.     (feet)  GPS OBS   
 AE2659  ___________________________________________________________________
 AE2659  X           -     204,045.460 (meters)                     COMP
 AE2659  Y           -  -5,041,543.096 (meters)                     COMP
 AE2659  Z           -   3,888,577.796 (meters)                     COMP
 AE2659  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AE2659  ELLIP HEIGHT-          86.53  (meters)          (09/10/97) GPS OBS
 AE2659  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 AE2659
 AE2659  HORZ ORDER  -  THIRD
 AE2659  ELLP ORDER  -  FOURTH    CLASS II
 AE2659
 AE2659.The horizontal coordinates were established by GPS observations
 AE2659.and adjusted by the National Geodetic Survey in September 1997..
 AE2659
 AE2659.The orthometric height was determined by GPS observations and a
 AE2659.high-resolution geoid model.
 AE2659
 AE2659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2659
 AE2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2659
 AE2659.The ellipsoidal height was determined by GPS observations
 AE2659.and is referenced to NAD 83.
 AE2659
 AE2659.The geoid height was determined by GEOID03.
 AE2659
 AE2659;                    North         East     Units Scale Factor Converg.
 AE2659;SPC KY1Z     - 1,165,291.887 1,329,861.483   MT  0.99990568   -1 11 11.0
 AE2659;SPC KY1Z     - 3,823,128.47  4,363,053.88   sFT  0.99990568   -1 11 11.0
 AE2659;SPC KY S     -   665,262.811   329,848.651   MT  0.99997936   -1 10 18.8
 AE2659;SPC KY S     - 2,182,616.41  1,082,178.45   sFT  0.99997936   -1 10 18.8
 AE2659;UTM  16      - 4,184,600.259   439,934.917   MT  0.99964444   -0 25 05.8
 AE2659
 AE2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2659!SPC KY1Z     -   0.99998642  x   0.99990568  =   0.99989210
 AE2659!SPC KY S     -   0.99998642  x   0.99997936  =   0.99996578
 AE2659!UTM  16      -   0.99998642  x   0.99964444  =   0.99963087
 AE2659
 AE2659                          SUPERSEDED SURVEY CONTROL
 AE2659
 AE2659.No superseded survey control is available for this station.
 AE2659
 AE2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3993584600(NAD 83)
 AE2659_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AE2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2659_STAMPING: AWOS MARKER
 AE2659_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2659+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1996
 AE2659
 AE2659  HISTORY     - Date     Condition        Report By
 AE2659  HISTORY     - 1995     MONUMENTED
 AE2659  HISTORY     - 19960812 GOOD             NGS
 AE2659
 AE2659                          STATION DESCRIPTION
 AE2659
 AE2659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AE2659'THE STATION WAS RECOVERED BY NGS AT THIS TIME (WCW) . THE STATION IS
 AE2659'ABOUT 4.8 KM (3.00 MI) WEST OF CENTRAL HENDERSON AT THE HENDERSON
 AE2659'CITY-COUNTY AIRPORT NEAR THE AWOS STATION SOUTH OF MIDFIELD.
 AE2659'OWNERSHIP--DON DAVIS AVIATION INC.  2154 STATE HIGHWAY 136, HENDERSON
 AE2659'KY 42420.  AIRPORT MANAGER IS DON DAVIS, PHONE 502-826-6000. TO REACH
 AE2659'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 136 AND STATE HIGHWAYS
 AE2659'425 AND 136, GO WESTERLY FOR 3.1 KM (1.90 MI) ON STATE HIGHWAY 136 TO
 AE2659'THE ASPHALT AIRPORT ENTRANCE ON LEFT.  TURN LEFT AND GO SOUTH FOR A
 AE2659'TOTAL OF 0.26 KM (0.15 MI) BEARING TO THE LEFT THROUGH A PARKING LOT
 AE2659'PASSING THE AIRPORT OFFICE ON LEFT AT 36.6 M (120.1 FT) ENTERING INTO
 AE2659'THE AOA AND PASSING A GRAVEL ROAD RIGHT AT 61.0 M (200.1 FT) TO THE
 AE2659'RUNWAY.  TURN RIGHT AND GO WEST FOR 0.32 KM (0.20 MI) ON THE RUNWAY TO
 AE2659'AN ASPHALT DRIVE TO THE AWOS STATION ON LEFT.  TURN LEFT AND GO SOUTH
 AE2659'FOR 122 M (400.3 FT) TO THE STATION ON LEFT. THE STATION IS THE CENTER
 AE2659'OF TWO CUT MARKS IN A 10 CM (4 IN) BRASS DISK SET FLUSH INTO THE TOP
 AE2659'OF A ROUND CONCRETE MONUMENT OF UNKNOWN DEPTH (STABILITY = D) AND
 AE2659'SURROUNDED BY THREE CONCRETE FILLED STEEL POSTS.  THE STATION IS
 AE2659'LOCATED 29.8 M (97.8 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 AE2659'A FENCE AROUND THE AWOS STATION, 27.2 M (89.2 FT) NORTH OF THE
 AE2659'NORTHEAST CORNER OF A FENCE AROUND THE AWOS STATION, 7.9 M (25.9 FT)
 AE2659'EAST OF STATION I26 A, AND 4.1 M (13.5 FT) EAST FROM THE EAST EDGE OF
 AE2659'THE ASPHALT DRIVE.  THE STATION IS FLUSH WITH THE GROUND AND IS ABOUT
 AE2659'LEVEL WITH THE ASPHALT DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5744 ***********************************************************************
 AC5744  SACS        -  This is a Secondary Airport Control Station.
 AC5744  DESIGNATION -  EKQ A
 AC5744  PID         -  AC5744
 AC5744  STATE/COUNTY-  KY/WAYNE
 AC5744  USGS QUAD   -  MONTICELLO (1977)
 AC5744
 AC5744                         *CURRENT SURVEY CONTROL
 AC5744  ___________________________________________________________________
 AC5744* NAD 83(1993)-  36 51 39.31528(N)    084 50 55.65264(W)     ADJUSTED  
 AC5744* NAVD 88     -       300.61   (meters)     986.3    (feet)  GPS OBS   
 AC5744  ___________________________________________________________________
 AC5744  X           -     458,752.201 (meters)                     COMP
 AC5744  Y           -  -5,088,847.005 (meters)                     COMP
 AC5744  Z           -   3,805,217.491 (meters)                     COMP
 AC5744  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 AC5744  ELLIP HEIGHT-         270.26  (meters)          (01/30/97) GPS OBS
 AC5744  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AC5744
 AC5744  HORZ ORDER  -  FIRST
 AC5744  ELLP ORDER  -  THIRD     CLASS II
 AC5744
 AC5744.This mark is at Wayne County Airport (EKQ)
 AC5744
 AC5744.The horizontal coordinates were established by GPS observations
 AC5744.and adjusted by the National Geodetic Survey in January 1997..
 AC5744
 AC5744.The orthometric height was determined by GPS observations and a
 AC5744.high-resolution geoid model.
 AC5744
 AC5744.GPS derived orthometric heights for airport stations designated as
 AC5744.PACS or SACS are published to 2 decimal places.  This maintains
 AC5744.centimeter relative accuracy between the PACS and SACS.  It does
 AC5744.not indicate centimeter accuracy relative to other marks which are
 AC5744.part of the NAVD 88 network.
 AC5744
 AC5744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5744
 AC5744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5744
 AC5744.The ellipsoidal height was determined by GPS observations
 AC5744.and is referenced to NAD 83.
 AC5744
 AC5744.The geoid height was determined by GEOID03.
 AC5744
 AC5744;                    North         East     Units Scale Factor Converg.
 AC5744;SPC KY1Z     - 1,058,943.597 1,580,367.486   MT  1.00006064   +0 33 11.9
 AC5744;SPC KY1Z     - 3,474,217.45  5,184,922.33   sFT  1.00006064   +0 33 11.9
 AC5744;SPC KY S     -   558,931.554   580,360.979   MT  0.99997929   +0 32 47.6
 AC5744;SPC KY S     - 1,833,761.27  1,904,067.65   sFT  0.99997929   +0 32 47.6
 AC5744;UTM  16      - 4,081,604.191   691,766.787   MT  1.00005306   +1 17 27.1
 AC5744
 AC5744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5744!SPC KY1Z     -   0.99995759  x   1.00006064  =   1.00001823
 AC5744!SPC KY S     -   0.99995759  x   0.99997929  =   0.99993688
 AC5744!UTM  16      -   0.99995759  x   1.00005306  =   1.00001065
 AC5744
 AC5744:                Primary Azimuth Mark                     Grid Az
 AC5744:SPC KY1Z     -  WAYNPORT                                 232 38 43.6
 AC5744:SPC KY S     -  WAYNPORT                                 232 39 07.9
 AC5744:UTM  16      -  WAYNPORT                                 231 54 28.4
 AC5744
 AC5744|---------------------------------------------------------------------|
 AC5744| PID    Reference Object                     Distance      Geod. Az  |
 AC5744|                                                           dddmmss.s |
 AC5744| GB2665 WAYNPORT                            475.147 METERS 2331155.5 |
 AC5744|---------------------------------------------------------------------|
 AC5744
 AC5744                          SUPERSEDED SURVEY CONTROL
 AC5744
 AC5744.No superseded survey control is available for this station.
 AC5744
 AC5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9176781604(NAD 83)
 AC5744_MARKER: DD = SURVEY DISK
 AC5744_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC5744_STAMPING: EKQ A 1995
 AC5744_MARK LOGO: NGS   
 AC5744_PROJECTION: FLUSH
 AC5744_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5744+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1996
 AC5744_ROD/PIPE-DEPTH: 3    meters
 AC5744
 AC5744  HISTORY     - Date     Condition        Report By
 AC5744  HISTORY     - 1995     MONUMENTED       LOWE
 AC5744  HISTORY     - 19960822 GOOD             NGS
 AC5744
 AC5744                          STATION DESCRIPTION
 AC5744
 AC5744'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5744'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF MONTICELLO, 1.0
 AC5744'KM (0.60 MI) WEST OF THE INTERSECTION OF STATE ROAD 90 AND COUNTY ROAD
 AC5744'1275 AND IN A GRASS MEDIAN AT THE WAYNE COUNTY AIRPORT IN MONTICELLO,
 AC5744'KY.  PHONE- 606-348-7700.  AIRPORT MANAGER IS MR.  GRANT HUFF.  TO
 AC5744'REACH THE STATION FROM THE INTERSECTIONS OF STATE ROAD 90 AND COUNTY
 AC5744'ROAD 1275, ABOUT 3.2 KM (2.00 MI) NORTHWEST OF THE COURTHOUSE IN
 AC5744'MONTICELLO, GO NORTHWEST ON COUNTY ROAD 1275 FOR 0.24 KM (0.15 MI) TO
 AC5744'A PAVED ROAD LEFT.  TURN LEFT AND GO WEST 0.56 KM (0.35 MI) ON AIRPORT
 AC5744'ROAD TO GRAVEL ROAD RIGHT LEADING TO LARGE WHITE METAL EQUIPMENT BARN.
 AC5744'GO NORTH, NORTHWEST 0.24 KM (0.15 MI) TO METAL GATE LEADING TO PASTURE
 AC5744'ON LEFT.  THE STATION IS LOCATED 31.7 M (104.0 FT) RIGHT,
 AC5744'NORTH-NORTHWEST ALONG THE FENCELINE, INSIDE THE FENCE, FROM THE GATE.
 AC5744'THE PASTURE IS THE PROPERTY OF THE AIRPORT.  THE STATION IS THE CENTER
 AC5744'OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT)
 AC5744'LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH AN NGS LOGO
 AC5744'CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH
 AC5744'WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM
 AC5744'OF THE PIPE.  THE STATION IS 31.7 M (104.0 FT) NORTH-NORTHEAST FROM
 AC5744'THE CENTER OF A METAL GATE TO A PASTURE.  23.9 M (78.4 FT)
 AC5744'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF A WHITE EQUIPMENT BARN.
 AC5744'1.1 M (3.6 FT) DUE WEST FROM A BARBED WIRE FENCE.  THIS STATION IS A
 AC5744'SECONDARY AIRPORT CONTROL STATION.
 AC5744
 AC5744                          STATION RECOVERY (1996)
 AC5744
 AC5744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC5744'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF MONTICELLO, 1.0
 AC5744'KM (0.60 MI) WEST OF THE INTERSECTION OF STATE ROAD 90 AND COUNTY ROAD
 AC5744'1275 AND IN A GRASS MEDIAN AT THE WAYNE COUNTY AIRPORT IN MONTICELLO,
 AC5744'KY.  PHONE- 606-348-7700.  AIRPORT MANAGER IS MR.  GRANT HUFF. TO
 AC5744'REACH THE STATION FROM THE INTERSECTIONS OF STATE ROAD 90 AND COUNTY
 AC5744'ROAD 1275, ABOUT 3.2 KM (2.00 MI) NORTHWEST OF THE COURTHOUSE IN
 AC5744'MONTICELLO, GO NORTHWEST ON COUNTY ROAD 1275 FOR 0.24 KM (0.15 MI) TO
 AC5744'A PAVED ROAD LEFT.  TURN LEFT AND GO WEST 0.56 KM (0.35 MI) ON AIRPORT
 AC5744'ROAD TO GRAVEL ROAD RIGHT LEADING TO LARGE WHITE METAL EQUIPMENT BARN.
 AC5744'GO NORTH, NORTHWEST 0.24 KM (0.15 MI) TO METAL GATE LEADING TO PASTURE
 AC5744'ON LEFT.  THE STATION IS LOCATED 31.7 M (104.0 FT) RIGHT,
 AC5744'NORTH-NORTHWEST ALONG THE FENCELINE, INSIDE THE FENCE, FROM THE GATE.
 AC5744'THE PASTURE IS THE PROPERTY OF THE AIRPORT. THE STATION IS THE CENTER
 AC5744'OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT)
 AC5744'LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH AN NGS LOGO
 AC5744'CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH
 AC5744'WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM
 AC5744'OF THE PIPE.  THE STATION IS 31.7 M (104.0 FT) NORTH-NORTHEAST FROM
 AC5744'THE CENTER OF A METAL GATE TO A PASTURE.  23.9 M (78.4 FT)
 AC5744'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF A WHITE EQUIPMENT BARN.
 AC5744'1.1 M (3.6 FT) DUE WEST FROM A BARBED WIRE FENCE. THIS STATION IS A
 AC5744'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1313 ***********************************************************************
 HA1313  DESIGNATION -  EKRON
 HA1313  PID         -  HA1313
 HA1313  STATE/COUNTY-  KY/MEADE
 HA1313  USGS QUAD   -  GUSTON (1991)
 HA1313
 HA1313                         *CURRENT SURVEY CONTROL
 HA1313  ___________________________________________________________________
 HA1313* NAD 83(1993)-  37 54 10.34623(N)    086 10 05.23745(W)     ADJUSTED  
 HA1313* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 HA1313  ___________________________________________________________________
 HA1313  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 HA1313  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HA1313
 HA1313  HORZ ORDER  -  SECOND
 HA1313
 HA1313.The horizontal coordinates were established by classical geodetic methods
 HA1313.and adjusted by the National Geodetic Survey in December 1995..
 HA1313
 HA1313.The orthometric height was scaled from a topographic map.
 HA1313
 HA1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1313
 HA1313.The geoid height was determined by GEOID03.
 HA1313
 HA1313;                    North         East     Units Scale Factor Converg.
 HA1313;SPC KY1Z     - 1,174,273.747 1,463,230.590   MT  0.99990505   -0 15 24.2
 HA1313;SPC KY1Z     - 3,852,596.45  4,800,615.69   sFT  0.99990505   -0 15 24.2
 HA1313;SPC KY S     -   674,265.926   463,227.295   MT  0.99999458   -0 15 12.9
 HA1313;SPC KY S     - 2,212,154.13  1,519,771.55   sFT  0.99999458   -0 15 12.9
 HA1313;SPC IN E     -   294,832.384    55,899.291   MT  0.99999061   -0 18 29.0
 HA1313;SPC IN E     -   967,295.91    183,396.26   sFT  0.99999061   -0 18 29.0
 HA1313;UTM  16      - 4,195,364.939   573,133.567   MT  0.99966587   +0 30 39.8
 HA1313
 HA1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1313!SPC KY1Z     -   0.99995806  x   0.99990505  =   0.99986311
 HA1313!SPC KY S     -   0.99995806  x   0.99999458  =   0.99995264
 HA1313!SPC IN E     -   0.99995806  x   0.99999061  =   0.99994867
 HA1313!UTM  16      -   0.99995806  x   0.99966587  =   0.99962394
 HA1313
 HA1313|---------------------------------------------------------------------|
 HA1313| PID    Reference Object                     Distance      Geod. Az  |
 HA1313|                                                           dddmmss.s |
 HA1313| CG8580 EKRON RM 1                           82.829 METERS 02623     |
 HA1313| CG8581 EKRON RM 2                           32.318 METERS 11708     |
 HA1313| CG8579 EKRON AZ MK                                        2282837.5 |
 HA1313|---------------------------------------------------------------------|
 HA1313
 HA1313                          SUPERSEDED SURVEY CONTROL
 HA1313
 HA1313  NAD 83(1986)-  37 54 10.35387(N)    086 10 05.24284(W) AD(       ) 2
 HA1313  NAD 27      -  37 54 10.11900(N)    086 10 05.35300(W) AD(       ) 2
 HA1313
 HA1313.Superseded values are not recommended for survey control.
 HA1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1313.See file dsdata.txt to determine how the superseded data were derived.
 HA1313
 HA1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7313495365(NAD 83)
 HA1313_MARKER: DS = TRIANGULATION STATION DISK
 HA1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1313
 HA1313  HISTORY     - Date     Condition        Report By
 HA1313  HISTORY     - 1950     MONUMENTED       CGS
 HA1313
 HA1313                          STATION DESCRIPTION
 HA1313
 HA1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1313'STATION IS LOCATED ABOUT 7 MILES SOUTH OF BRANDENBURG, 7 MILES EAST
 HA1313'OF IRVINGTON AND 2 MILES SOUTH OF EKRON ON PROPERTY OWNED BY JAMES
 HA1313'E. BRANSON.  IT IS 270 FEET SOUTH OF A WHITE WITNESS POST AND 111
 HA1313'FEET WEST OF THE WEST BANK OF A SMALL POND, IN A CLUTIVATED FIELD.
 HA1313'THE MARK IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 HA1313'DISK IS STAMPED EKRON 1950.
 HA1313'
 HA1313'REFERENCE MARK NO. 1 IS 2 FEET WEST OF A WHITE WITNESS POST AND SET
 HA1313'IN A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 HA1313'AND THE DISK IS STAMPED EKRON NO 1 1950.
 HA1313'
 HA1313'REFERENCE MARK NO. 2 IS 8 FEET SOUTHWEST OF A 6-INCH FORKED LOCUST
 HA1313'TREE AND 5 FEET WEST OF THE WEST BANK OF SMALL POND.  THE MARK
 HA1313'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EKRON NO 2 1950.
 HA1313'
 HA1313'AZIMUTH MARK IS 18 FEET NORTH OF CENTER OF A DIRT ROAD, 8 FEET WEST
 HA1313'OF CENTER OF A FARM ROAD AND 2 FEET NORTH OF A WHITE WITNESS POST.
 HA1313'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EKRON 1950.
 HA1313'
 HA1313'TO REACH STATION FROM THE SCHOOL BUILDING IN EKRON, GO EAST ON STATE
 HA1313'HIGHWAY 64 FOR 0.2 MILE TO A GRAVEL T ROAD RIGHT, TURN RIGHT AND GO
 HA1313'SOUTH FOR 1.3 MILES TO A DIRT ROAD LEFT, UP HILL, TURN LEFT ON DIRT
 HA1313'ROAD AND GO SOUTH AND EAST FOR 0.6 MILE TO A ROAD FORK, TURN LEFT
 HA1313'ON MAIN DIRT ROAD AND GO 0.5 MILE TO A DIM FARM ROAD LEFT AND THE
 HA1313'AZIMUTH MARK ON LEFT AS DESCRIBED, TURN LEFT ON FARM ROAD AND GO
 HA1313'NORTH FOR 0.2 MILE TO THE STATION NEAR SMALL POND AS DESCRIBED.
 HA1313'
 HA1313'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5842 ***********************************************************************
 AC5842  SACS        -  This is a Secondary Airport Control Station.
 AC5842  DESIGNATION -  EKX A
 AC5842  PID         -  AC5842
 AC5842  STATE/COUNTY-  KY/HARDIN
 AC5842  USGS QUAD   -  CECILIA (1992)
 AC5842
 AC5842                         *CURRENT SURVEY CONTROL
 AC5842  ___________________________________________________________________
 AC5842* NAD 83(1993)-  37 41 30.64561(N)    085 55 06.55067(W)     ADJUSTED  
 AC5842* NAVD 88     -       234.79   (meters)     770.3    (feet)  GPS OBS   
 AC5842  ___________________________________________________________________
 AC5842  X           -     359,691.279 (meters)                     COMP
 AC5842  Y           -  -5,040,757.380 (meters)                     COMP
 AC5842  Z           -   3,878,558.663 (meters)                     COMP
 AC5842  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 AC5842  ELLIP HEIGHT-         202.17  (meters)          (02/04/97) GPS OBS
 AC5842  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 AC5842
 AC5842  HORZ ORDER  -  FIRST
 AC5842  ELLP ORDER  -  FOURTH    CLASS I
 AC5842
 AC5842.This mark is at Addington Field Airport (EKX)
 AC5842
 AC5842.The horizontal coordinates were established by GPS observations
 AC5842.and adjusted by the National Geodetic Survey in February 1997..
 AC5842
 AC5842.The orthometric height was determined by GPS observations and a
 AC5842.high-resolution geoid model.
 AC5842
 AC5842.GPS derived orthometric heights for airport stations designated as
 AC5842.PACS or SACS are published to 2 decimal places.  This maintains
 AC5842.centimeter relative accuracy between the PACS and SACS.  It does
 AC5842.not indicate centimeter accuracy relative to other marks which are
 AC5842.part of the NAVD 88 network.
 AC5842
 AC5842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5842
 AC5842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5842
 AC5842.The ellipsoidal height was determined by GPS observations
 AC5842.and is referenced to NAD 83.
 AC5842
 AC5842.The geoid height was determined by GEOID03.
 AC5842
 AC5842;                    North         East     Units Scale Factor Converg.
 AC5842;SPC KY1Z     - 1,150,784.429 1,485,141.069   MT  0.99991011   -0 06 12.4
 AC5842;SPC KY1Z     - 3,775,531.91  4,872,500.32   sFT  0.99991011   -0 06 12.4
 AC5842;SPC KY S     -   650,775.754   485,140.255   MT  0.99996484   -0 06 07.9
 AC5842;SPC KY S     - 2,135,086.79  1,591,664.32   sFT  0.99996484   -0 06 07.9
 AC5842;UTM  16      - 4,172,175.855   595,351.410   MT  0.99971198   +0 39 40.7
 AC5842
 AC5842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5842!SPC KY1Z     -   0.99996828  x   0.99991011  =   0.99987839
 AC5842!SPC KY S     -   0.99996828  x   0.99996484  =   0.99993312
 AC5842!UTM  16      -   0.99996828  x   0.99971198  =   0.99968027
 AC5842
 AC5842                          SUPERSEDED SURVEY CONTROL
 AC5842
 AC5842.No superseded survey control is available for this station.
 AC5842
 AC5842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9535172176(NAD 83)
 AC5842_MARKER: DD = SURVEY DISK
 AC5842_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC5842_STAMPING: EKX A 1995
 AC5842_MARK LOGO: NGS   
 AC5842_PROJECTION: FLUSH
 AC5842_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5842+STABILITY: SURFACE MOTION
 AC5842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5842+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2005
 AC5842_ROD/PIPE-DEPTH:  0.9 meters
 AC5842
 AC5842  HISTORY     - Date     Condition        Report By
 AC5842  HISTORY     - 1995     MONUMENTED       LOWE
 AC5842  HISTORY     - 19960809 GOOD             NGS
 AC5842  HISTORY     - 20050814 GOOD             WOOLPT
 AC5842
 AC5842                          STATION DESCRIPTION
 AC5842
 AC5842'DESCRIBED BY LOWE ENGINEERS 1995 (GRP)
 AC5842'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF ELIZABETHTOWN AT
 AC5842'THE ADDINGTON FIELD AIRPORT, TELEPHONE 502-769-5454, AIRPORT MANAGER
 AC5842'IS ROGER LAWSON.  TO REACH THE STATION FROM THE INTERSECTION OF
 AC5842'INTERSTATE HIGHWAY 65, U.S.  HIGHWAY 62 AND STATE ROAD 61, NORTHEAST
 AC5842'OF ELIZABETHTOWN, GO SOUTHWEST ON U.S.  HIGHWAY 62 AND STATE ROAD 61
 AC5842'THROUGH ELIZABETHTOWN, FOR 4.35 KM (2.70 MI) TO THE INTERSECTION OF
 AC5842'U.S. HIGHWAY 31 BYPASS.  TURN RIGHT ON U.S.  HIGHWAY 31 BYPASS AND GO
 AC5842'NORTHWEST FOR 1.93 KM (1.20 MI) TO THE INTERSECTION OF STATE ROAD
 AC5842'1357.  TURN LEFT ON STATE ROAD 1357 (ST.  JOHN ROAD) , AND GO WEST FOR
 AC5842'2.74 KM (1.70 MI) TO THE INTERSECTION OF STATE ROAD 3005.  TURN LEFT
 AC5842'ON STATE ROAD 3005 (RING ROAD) AND GO WEST 0.32 KM (0.20 MI) TO PAVED
 AC5842'ROAD RIGHT.  TURN RIGHT AND GO WEST 1.45 KM (0.90 MI) ON KITTY HAWK
 AC5842'DRIVE TO THE END OF THE ROAD AND THE AIRPORT OFFICE AND GATE ON LEFT.
 AC5842'FROM THE AIRPORT PARKING LOT, GO SOUTHEAST THROUGH GATE IN CHAIN LINK
 AC5842'FENCE 0.24 KM (0.15 MI) TO THE INTERSECTION OF THE AIRPORT TAXIWAY AND
 AC5842'THE RAMP LEADING TO THE RUNWAY.  TURN LEFT AND GO NORTHEAST 0.6 KM
 AC5842'(0.35 MI) ON TAXIWAY TO STATION ON RIGHT, JUST BEFORE CURVE TO RIGHT
 AC5842'AT END OF TAXIWAY.  THE STATION IS THE CENTER OF A 0.05 M (0.16 FT)
 AC5842'SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED
 AC5842'IN A 0.16 M (0.52 FT) PVC PIPE AND AN NGS LOGO CAP SURROUNDED BY
 AC5842'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AC5842'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AC5842'STATION IS 74.2 M (243.4 FT) NORTHWEST FROM THE CENTERLINE OF RUNWAY.
 AC5842'42.6 M (139.8 FT) SOUTHWEST FROM THE CENTERLINE OF END OF RAMP TO
 AC5842'RUNWAY. 29.3 M (96.1 FT) NORTH-NORTHEAST FROM THE NORTH CORNER OF A
 AC5842'D.I. WITH A METAL GRATE.  16.6 M (54.5 FT) SOUTHEAST FROM THE
 AC5842'CENTERLINE OF TAXIWAY.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 AC5842'STATION.
 AC5842
 AC5842                          STATION RECOVERY (1996)
 AC5842
 AC5842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 AC5842'RECOVERED AS DESCRIBED.
 AC5842
 AC5842                          STATION RECOVERY (2005)
 AC5842
 AC5842'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CTS)
 AC5842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2975 ***********************************************************************
 GZ2975  DESIGNATION -  ELIHU
 GZ2975  PID         -  GZ2975
 GZ2975  STATE/COUNTY-  KY/PULASKI
 GZ2975  USGS QUAD   -  SOMERSET (1987)
 GZ2975
 GZ2975                         *CURRENT SURVEY CONTROL
 GZ2975  ___________________________________________________________________
 GZ2975* NAD 83(1993)-  37 01 53.91815(N)    084 34 33.67443(W)     ADJUSTED  
 GZ2975* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 GZ2975  ___________________________________________________________________
 GZ2975  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 GZ2975  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GZ2975
 GZ2975  HORZ ORDER  -  SECOND
 GZ2975
 GZ2975.The horizontal coordinates were established by classical geodetic methods
 GZ2975.and adjusted by the National Geodetic Survey in December 1995..
 GZ2975
 GZ2975.The orthometric height was scaled from a topographic map.
 GZ2975
 GZ2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2975
 GZ2975.The geoid height was determined by GEOID03.
 GZ2975
 GZ2975;                    North         East     Units Scale Factor Converg.
 GZ2975;SPC KY1Z     - 1,078,159.503 1,604,453.121   MT  1.00001277   +0 43 14.8
 GZ2975;SPC KY1Z     - 3,537,261.64  5,263,943.28   sFT  1.00001277   +0 43 14.8
 GZ2975;SPC KY S     -   578,142.893   604,447.599   MT  0.99995926   +0 42 43.1
 GZ2975;SPC KY S     - 1,896,790.47  1,983,091.83   sFT  0.99995926   +0 42 43.1
 GZ2975;UTM  16      - 4,101,130.410   715,604.560   MT  1.00017269   +1 27 37.5
 GZ2975
 GZ2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2975!SPC KY1Z     -   0.99994133  x   1.00001277  =   0.99995410
 GZ2975!SPC KY S     -   0.99994133  x   0.99995926  =   0.99990060
 GZ2975!UTM  16      -   0.99994133  x   1.00017269  =   1.00011401
 GZ2975
 GZ2975|---------------------------------------------------------------------|
 GZ2975| PID    Reference Object                     Distance      Geod. Az  |
 GZ2975|                                                           dddmmss.s |
 GZ2975| DB9240 ELIHU RM 1                           23.119 METERS 14828     |
 GZ2975| DB9241 ELIHU RM 2                           24.539 METERS 25723     |
 GZ2975| GZ2978 SOMERSET RADIO STA WSFC MAST        APPROX.10.1 KM 3415313.2 |
 GZ2975|---------------------------------------------------------------------|
 GZ2975
 GZ2975                          SUPERSEDED SURVEY CONTROL
 GZ2975
 GZ2975  NAD 83(1986)-  37 01 53.92676(N)    084 34 33.68098(W) AD(       ) 2
 GZ2975  NAD 27      -  37 01 53.64700(N)    084 34 33.89700(W) AD(       ) 2
 GZ2975
 GZ2975.Superseded values are not recommended for survey control.
 GZ2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2975.See file dsdata.txt to determine how the superseded data were derived.
 GZ2975
 GZ2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1560501130(NAD 83)
 GZ2975_MARKER: DS = TRIANGULATION STATION DISK
 GZ2975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2975
 GZ2975  HISTORY     - Date     Condition        Report By
 GZ2975  HISTORY     - 1950     MONUMENTED       CGS
 GZ2975
 GZ2975                          STATION DESCRIPTION
 GZ2975
 GZ2975'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2975'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF SOMERSET. IT IS 22 FEET
 GZ2975'SOUTHWEST OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE WEST
 GZ2975'SIDE AND 5 FEET NORTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS
 GZ2975'6 INCHES AND THE DISK IS STAMPED ELIHU 1950.
 GZ2975'
 GZ2975'REFERENCE MARK NO. 1 IS 7 FEET NORTHWEST OF A 10 INCH OAK TREE WITH A
 GZ2975'TRIANGLE BLAZE ON THE NORTHWEST SIDE. THE MARK IS FLUSH AND THE DISK
 GZ2975'IS STAMPED ELIHU NO 1 1950.
 GZ2975'
 GZ2975'REFERENCE MARK NO. 2 IS 16 FEET EAST OF A 8 INCH POPLAR TREE WITH A
 GZ2975'TRIANGLE BLAZE ON THE EAST SIDE. THE MARK PROJECTS 2 INCHES AND THE
 GZ2975'DISK IS STAMPED ELIHU NO 2 1950.
 GZ2975'
 GZ2975'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GZ2975'
 GZ2975'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN SOMERSET, GO SOUTH ON
 GZ2975'U.S. HIGHWAY NO. 27 FOR 4.1 MILES TO A GRAVEL SIDE ROAD LEFT, TURN
 GZ2975'LEFT ON GRAVEL ROAD AND GO 1.45 MILE TO A T-ROAD INTERSECTION, TURN
 GZ2975'LEFT AND GO 0.3 MILE TO A REVERSE Y FORK, KEEP STRAIGHT AHEAD FOR
 GZ2975'0.4 MILE TO RAILROAD TRACKS, CONTINUE ON GRAVEL ROAD FOR 0.05 MILE TO
 GZ2975'WHERE ROAD FORKS, TURN RIGHT AND GO DOWN HILL FOR 0.05 MILE TO A
 GZ2975'BRIDGE, CONTINUE ON GRAVEL ROAD FOR 1.35 MILE TO A SIDE ROAD LEFT AND
 GZ2975'A CHURCH ON THE RIGHT, TURN LEFT AND GO 0.25 MILE TO WHERE ROAD
 GZ2975'FORKS, TURN LEFT AND GO 0.1 MILE TO WHERE ROAD FORKS, TURN LEFT AND
 GZ2975'GO 0.6 MILE ON DIM TRACK ROAD TO A GATE, THIS IS END OF TRUCK TRAVEL
 GZ2975'FOR STANDARD DRIVE TRUCKS, A FOUR WHEEL DRIVE TRUCK CAN BE DRIVEN
 GZ2975'FROM THIS POINT, CONTINUE ON DIM TRACK ROAD BEARING RIGHT AND THEN
 GZ2975'LEFT UP HILL ALONG THE TOP OF RIDGE TO THE HIGHEST POINT OF HILL AND
 GZ2975'THE STATION AS DESCRIBED. NOTE FROM THE GATE TO THE TOP OF THE HILL
 GZ2975'IS 1.1 MILE.
 GZ2975'
 GZ2975'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2805 ***********************************************************************
 GZ2805  DESIGNATION -  ELIZABETHTOWN MUNICIPAL SPIPE
 GZ2805  PID         -  GZ2805
 GZ2805  STATE/COUNTY-  KY/HARDIN
 GZ2805  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2805
 GZ2805                         *CURRENT SURVEY CONTROL
 GZ2805  ___________________________________________________________________
 GZ2805* NAD 83(1993)-  37 41 12.71086(N)    085 51 57.48441(W)     ADJUSTED  
 GZ2805* NAVD 88     -                                                        
 GZ2805  ___________________________________________________________________
 GZ2805  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 GZ2805  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 GZ2805
 GZ2805  HORZ ORDER  -  THIRD
 GZ2805
 GZ2805.The horizontal coordinates were established by classical geodetic methods
 GZ2805.and adjusted by the National Geodetic Survey in December 1995..
 GZ2805
 GZ2805
 GZ2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2805
 GZ2805.The geoid height was determined by GEOID03.
 GZ2805
 GZ2805;                    North         East     Units Scale Factor Converg.
 GZ2805;SPC KY1Z     - 1,150,224.479 1,489,772.016   MT  0.99991039   -0 04 16.3
 GZ2805;SPC KY1Z     - 3,773,694.81  4,887,693.69   sFT  0.99991039   -0 04 16.3
 GZ2805;SPC KY S     -   650,215.860   489,771.464   MT  0.99996430   -0 04 13.2
 GZ2805;SPC KY S     - 2,133,249.87  1,606,858.54   sFT  0.99996430   -0 04 13.2
 GZ2805;UTM  16      - 4,171,677.852   599,988.523   MT  0.99972314   +0 41 36.0
 GZ2805
 GZ2805                          SUPERSEDED SURVEY CONTROL
 GZ2805
 GZ2805  NAD 83(1986)-  37 41 12.71816(N)    085 51 57.49213(W) AD(       ) 4
 GZ2805  NAD 27      -  37 41 12.48200(N)    085 51 57.63000(W) AD(       ) 3
 GZ2805
 GZ2805.Superseded values are not recommended for survey control.
 GZ2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2805.See file dsdata.txt to determine how the superseded data were derived.
 GZ2805
 GZ2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9998971678(NAD 83)
 GZ2805_MARKER: 52 = STANDPIPE TANK
 GZ2805
 GZ2805  HISTORY     - Date     Condition        Report By
 GZ2805  HISTORY     - 1933     FIRST OBSERVED   CGS
 GZ2805
 GZ2805                          STATION DESCRIPTION
 GZ2805
 GZ2805'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2818 ***********************************************************************
 GZ2818  DESIGNATION -  ELIZABETHTOWN MUNICIPAL TANK
 GZ2818  PID         -  GZ2818
 GZ2818  STATE/COUNTY-  KY/HARDIN
 GZ2818  USGS QUAD   -  CECILIA (1992)
 GZ2818
 GZ2818                         *CURRENT SURVEY CONTROL
 GZ2818  ___________________________________________________________________
 GZ2818* NAD 83(1993)-  37 42 22.78970(N)    085 52 36.43158(W)     ADJUSTED  
 GZ2818* NAVD 88     -                                                        
 GZ2818  ___________________________________________________________________
 GZ2818  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 GZ2818  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 GZ2818
 GZ2818  HORZ ORDER  -  THIRD
 GZ2818
 GZ2818.The horizontal coordinates were established by classical geodetic methods
 GZ2818.and adjusted by the National Geodetic Survey in December 1995..
 GZ2818
 GZ2818
 GZ2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2818
 GZ2818.The geoid height was determined by GEOID03.
 GZ2818
 GZ2818;                    North         East     Units Scale Factor Converg.
 GZ2818;SPC KY1Z     - 1,152,386.107 1,488,820.781   MT  0.99990933   -0 04 40.2
 GZ2818;SPC KY1Z     - 3,780,786.75  4,884,572.85   sFT  0.99990933   -0 04 40.2
 GZ2818;SPC KY S     -   652,377.593   488,820.143   MT  0.99996644   -0 04 36.8
 GZ2818;SPC KY S     - 2,140,342.15  1,603,737.42   sFT  0.99996644   -0 04 36.8
 GZ2818;UTM  16      - 4,173,826.188   599,008.708   MT  0.99972074   +0 41 13.3
 GZ2818
 GZ2818                          SUPERSEDED SURVEY CONTROL
 GZ2818
 GZ2818  NAD 83(1986)-  37 42 22.79681(N)    085 52 36.43909(W) AD(       ) 4
 GZ2818  NAD 27      -  37 42 22.55800(N)    085 52 36.60500(W) AD(       ) 3
 GZ2818
 GZ2818.Superseded values are not recommended for survey control.
 GZ2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2818.See file dsdata.txt to determine how the superseded data were derived.
 GZ2818
 GZ2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9900973826(NAD 83)
 GZ2818_MARKER: 53 = ELEVATED TANK
 GZ2818
 GZ2818  HISTORY     - Date     Condition        Report By
 GZ2818  HISTORY     - 1950     FIRST OBSERVED   CGS
 GZ2818
 GZ2818                          STATION DESCRIPTION
 GZ2818
 GZ2818'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2818'STATION IS LOCATED IN THE NORTHWEST SECTION OF ELIZABETHTOWN. IT IS A
 GZ2818'SIX LEGGED STEEL STRUCTRE WITH A LARGE WATER TANK ON TOP, PAINTED
 GZ2818'SILVER AND ABOUT 150 FEET HIGH . THE POINT OBSERVED ON WAS THE SMALL
 GZ2818'BALL IN THE CENTER OF THE ROOF OF THE TANK.
 GZ2818'
 GZ2818'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 31W IN
 GZ2818'ELIZABETHTOWN, GO NORTH ON HIGHWAY 31W FOR 1.1 MILE TO A T-ROAD
 GZ2818'LEFT, TURN LEFT AND GO 0.3 MILE TO THE TANK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2806 ***********************************************************************
 GZ2806  DESIGNATION -  ELIZABETHTOWN ST POL RAD MAST
 GZ2806  PID         -  GZ2806
 GZ2806  STATE/COUNTY-  KY/HARDIN
 GZ2806  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2806
 GZ2806                         *CURRENT SURVEY CONTROL
 GZ2806  ___________________________________________________________________
 GZ2806* NAD 83(1993)-  37 40 52.19711(N)    085 50 59.75562(W)     ADJUSTED  
 GZ2806* NAVD 88     -                                                        
 GZ2806  ___________________________________________________________________
 GZ2806  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 GZ2806  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 GZ2806
 GZ2806  HORZ ORDER  -  THIRD
 GZ2806
 GZ2806.The horizontal coordinates were established by classical geodetic methods
 GZ2806.and adjusted by the National Geodetic Survey in December 1995..
 GZ2806
 GZ2806
 GZ2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2806
 GZ2806.The geoid height was determined by GEOID03.
 GZ2806
 GZ2806;                    North         East     Units Scale Factor Converg.
 GZ2806;SPC KY1Z     - 1,149,590.447 1,491,185.640   MT  0.99991072   -0 03 40.9
 GZ2806;SPC KY1Z     - 3,771,614.66  4,892,331.55   sFT  0.99991072   -0 03 40.9
 GZ2806;SPC KY S     -   649,581.814   491,185.173   MT  0.99996369   -0 03 38.2
 GZ2806;SPC KY S     - 2,131,169.67  1,611,496.69   sFT  0.99996369   -0 03 38.2
 GZ2806;UTM  16      - 4,171,062.851   601,410.218   MT  0.99972667   +0 42 11.0
 GZ2806
 GZ2806                          SUPERSEDED SURVEY CONTROL
 GZ2806
 GZ2806  NAD 83(1986)-  37 40 52.20410(N)    085 50 59.76238(W) AD(       ) 4
 GZ2806  NAD 27      -  37 40 51.96400(N)    085 50 59.93500(W) AD(       ) 3
 GZ2806
 GZ2806.Superseded values are not recommended for survey control.
 GZ2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2806.See file dsdata.txt to determine how the superseded data were derived.
 GZ2806
 GZ2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0141071063(NAD 83)
 GZ2806_MARKER: 42 = RADIO/TV MAST
 GZ2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2806+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2006
 GZ2806
 GZ2806  HISTORY     - Date     Condition        Report By
 GZ2806  HISTORY     - 1950     FIRST OBSERVED   CGS
 GZ2806  HISTORY     - 20060326 GOOD             GEOCAC
 GZ2806
 GZ2806                          STATION DESCRIPTION
 GZ2806
 GZ2806'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2806'STATION IS LOCATED IN THE SOUTHEAST SECTION OF ELIZABETHTOWN. THE
 GZ2806'STATION IS A 3-LEGGED STEEL STRUCTURE ABOUT 350 FEET HIGH PAINTED
 GZ2806'IN ALTERNATE COLORS OF RED AND WHITE BY SECTIONS. THE POINT OBSERVED
 GZ2806'ON WAS THE CENTER OF THE TOP OF MAST.
 GZ2806'
 GZ2806'TO REACH THE STATION FROM THE HARDIN COUNTY COURT HOUSE IN
 GZ2806'ELIZABETHTOWN, GO SOUTHEAST ON U.S. HIGHWAY NO. 31W FOR 0.9 MILE TO
 GZ2806'THE STATION ON THE RIGHT.
 GZ2806
 GZ2806                          STATION RECOVERY (2006)
 GZ2806
 GZ2806'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 GZ2806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2456 ***********************************************************************
 HY2456  DESIGNATION -  ELIZAVILLE
 HY2456  PID         -  HY2456
 HY2456  STATE/COUNTY-  KY/FLEMING
 HY2456  USGS QUAD   -  ELIZAVILLE (1978)
 HY2456
 HY2456                         *CURRENT SURVEY CONTROL
 HY2456  ___________________________________________________________________
 HY2456* NAD 83(1993)-  38 24 46.37624(N)    083 47 32.64417(W)     ADJUSTED  
 HY2456* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 HY2456  ___________________________________________________________________
 HY2456  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 HY2456  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HY2456
 HY2456  HORZ ORDER  -  SECOND
 HY2456
 HY2456.The horizontal coordinates were established by classical geodetic methods
 HY2456.and adjusted by the National Geodetic Survey in December 1995..
 HY2456
 HY2456.The orthometric height was scaled from a topographic map.
 HY2456
 HY2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2456
 HY2456.The geoid height was determined by GEOID03.
 HY2456
 HY2456;                    North         East     Units Scale Factor Converg.
 HY2456;SPC KY1Z     - 1,232,590.593 1,670,950.939   MT  0.99994869   +1 12 06.8
 HY2456;SPC KY1Z     - 4,043,924.30  5,482,111.54   sFT  0.99994869   +1 12 06.8
 HY2456;SPC KY N     -   101,426.464   539,963.984   MT  0.99996253   +0 17 04.8
 HY2456;SPC KY N     -   332,763.32  1,771,531.84   sFT  0.99996253   +0 17 04.8
 HY2456;UTM  17      - 4,255,319.805   256,193.345   MT  1.00033209   -1 44 09.0
 HY2456
 HY2456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2456!SPC KY1Z     -   0.99995772  x   0.99994869  =   0.99990641
 HY2456!SPC KY N     -   0.99995772  x   0.99996253  =   0.99992025
 HY2456!UTM  17      -   0.99995772  x   1.00033209  =   1.00028980
 HY2456
 HY2456|---------------------------------------------------------------------|
 HY2456| PID    Reference Object                     Distance      Geod. Az  |
 HY2456|                                                           dddmmss.s |
 HY2456| DB9245 ELIZAVILLE RM 1                      38.917 METERS 04928     |
 HY2456| HY2423 FLEMINGSBURG MUNICIPAL TANK         APPROX. 4.6 KM 0775606.2 |
 HY2456| DB9244 ELIZAVILLE AZ MK                                   2754701.5 |
 HY2456| DB9246 ELIZAVILLE RM 2                      38.797 METERS 31910     |
 HY2456| HY2455 KIRBY USGS 1953                      27.279 METERS 35813     |
 HY2456|---------------------------------------------------------------------|
 HY2456
 HY2456                          SUPERSEDED SURVEY CONTROL
 HY2456
 HY2456  NAD 83(1986)-  38 24 46.38293(N)    083 47 32.65167(W) AD(       ) 2
 HY2456  NAD 27      -  38 24 46.10600(N)    083 47 32.93800(W) AD(       ) 2
 HY2456
 HY2456.Superseded values are not recommended for survey control.
 HY2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2456.See file dsdata.txt to determine how the superseded data were derived.
 HY2456
 HY2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5619355320(NAD 83)
 HY2456_MARKER: DS = TRIANGULATION STATION DISK
 HY2456_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HY2456
 HY2456  HISTORY     - Date     Condition        Report By
 HY2456  HISTORY     - 1953     MONUMENTED       CGS
 HY2456
 HY2456                          STATION DESCRIPTION
 HY2456
 HY2456'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2456'STATION IS LOCATED ON THE PROPERTY OF J.A. KIRBY ABOUT 4 MILES WEST
 HY2456'OF FLEMINGSBURG AND ABOUT 1/2 MILE EAST OF MR. KIRBYS FARM BUILDINGS.
 HY2456'IT IS 126 FEET SOUTHWEST OF A WHITE WITNESS POST, 94 FEET SOUTH OF A
 HY2456'FENCE CORNER AND A 20 INCH LOCUST TREE AND 84 FEET SOUTH OF THE
 HY2456'CENTER OF A FARM LANE.  THE MARK IS 15 INCHES UNDERGROUND AND THE
 HY2456'DISK IS STAMPED ELIZAVILLE 1953.
 HY2456'
 HY2456'REFERENCE MARK NO.1 IS 127.68 FEET NORTHEAST OF THE STATION.  IT IS 7
 HY2456'FEET NORTH OF THE CENTER OF THE LANE, 2 FEET EAST OF THE WITNESS
 HY2456'POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 HY2456'AND THE DISK IS STAMPED ELIZAVILLE NO 1 1953.
 HY2456'
 HY2456'REFERENCE MARK NO.2 IS 127.29 FEET NORTHWEST OF THE STATION.  IT IS 8
 HY2456'FEET SOUTHWEST OF A 10 INCH LOCUST TREE, 7 FEET NORTH OF THE CENTER
 HY2456'OF THE FARM LANE AND 1 FOOT SOUTH OF THE FENCE.  THE MARK IS FLUSH
 HY2456'AND THE DISK IS STAMPED ELIZAVILLE NO 2 1953.
 HY2456'
 HY2456'AZIMUTH MARK IS 36 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN,
 HY2456'13 FEET SOUTH OF THE CENTER OF A FARM LANE, 3 FEET NORTH OF A WHITE
 HY2456'WITNESS POST AND 2 FEET WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4
 HY2456'INCHES AND THE DISK IS STAMPED ELIZAVILLE 1953.
 HY2456'
 HY2456'KIRBY (USGS) RM IS 89.50 FEET NORTH OF THE STATION.  IT IS 9 FEET
 HY2456'SOUTHEAST OF A 20 INCH LOCUST TREE, 6 FEET NORTH OF THE CENTER OF THE
 HY2456'LANE AND 2 FEET SOUTH OF THE FENCE.  THE MARK IS A 4 INCH IRON PIPE,
 HY2456'PROJECTING ABOUT 24 INCHES WITH A U.S. GEOLOGICAL SURVEY AND STATE
 HY2456'SURVEY CAP DISK ON THE TOP STAMPED KY.  (NOTE) THIS MARK IS A
 HY2456'REFERENCE MARK FOR U.S.G.S. STATION KIRBY, FLEMING COUNTY KENTUCKY,
 HY2456'WHICH WAS NOT RECOVERED.  THE MARK IS SLIGHTLY BENT, EVIDENTLY BY
 HY2456'FARM MACHINERY.
 HY2456'
 HY2456'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 32, 1
 HY2456'BLOCK SOUTHWEST OF THE COURTHOUSE IN FLEMINGSBURG, GO SOUTHWEST AND
 HY2456'WEST ON HIGHWAY 32 FOR 3.8 MILES TO A GRAVEL ROAD LEFT.  TURN LEFT
 HY2456'AND GO 0.6 MILE TO A FARM LANE LEFT.  TURN LEFT ON LANE AND GO EAST
 HY2456'FOR 0.05 MILE TO MR. KIRBYS FARM BUILDINGS AND THE AZIMUTH MARK AS
 HY2456'DESCRIBED.  CONTINUE EAST ON FARM LANE FOR 0.4 MILE TO THE STATION ON
 HY2456'THE RIGHT AS DESCRIBED.
 HY2456'
 HY2456'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3035 ***********************************************************************
 GZ3035  CBN         -  This is a Cooperative Base Network Control Station.
 GZ3035  PACS        -  This is a Primary Airport Control Station.
 GZ3035  DESIGNATION -  ELIZPORT
 GZ3035  PID         -  GZ3035
 GZ3035  STATE/COUNTY-  KY/HARDIN
 GZ3035  USGS QUAD   -  CECILIA (1992)
 GZ3035
 GZ3035                         *CURRENT SURVEY CONTROL
 GZ3035  ___________________________________________________________________
 GZ3035* NAD 83(1993)-  37 41 15.57857(N)    085 55 26.33126(W)     ADJUSTED  
 GZ3035* NAVD 88     -       233.50   (meters)     766.1    (feet)  GPS OBS   
 GZ3035  ___________________________________________________________________
 GZ3035  X           -     359,227.988 (meters)                     COMP
 GZ3035  Y           -  -5,041,074.121 (meters)                     COMP
 GZ3035  Z           -   3,878,190.260 (meters)                     COMP
 GZ3035  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 GZ3035  ELLIP HEIGHT-         200.87  (meters)          (11/03/04) GPS OBS
 GZ3035  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 GZ3035
 GZ3035  HORZ ORDER  -  B
 GZ3035  ELLP ORDER  -  THIRD     CLASS I
 GZ3035
 GZ3035.This mark is at Addington Field Airport (EKX)
 GZ3035
 GZ3035.The horizontal coordinates were established by GPS observations
 GZ3035.and adjusted by the National Geodetic Survey in February 1997..
 GZ3035
 GZ3035.The orthometric height was determined by GPS observations and a
 GZ3035.high-resolution geoid model.
 GZ3035
 GZ3035.GPS derived orthometric heights for airport stations designated as
 GZ3035.PACS or SACS are published to 2 decimal places.  This maintains
 GZ3035.centimeter relative accuracy between the PACS and SACS.  It does
 GZ3035.not indicate centimeter accuracy relative to other marks which are
 GZ3035.part of the NAVD 88 network.
 GZ3035
 GZ3035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3035
 GZ3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3035
 GZ3035.The ellipsoidal height was determined by GPS observations
 GZ3035.and is referenced to NAD 83.
 GZ3035
 GZ3035.The geoid height was determined by GEOID03.
 GZ3035
 GZ3035;                    North         East     Units Scale Factor Converg.
 GZ3035;SPC KY1Z     - 1,150,320.833 1,484,655.630   MT  0.99991034   -0 06 24.5
 GZ3035;SPC KY1Z     - 3,774,010.93  4,870,907.68   sFT  0.99991034   -0 06 24.5
 GZ3035;SPC KY S     -   650,312.122   484,654.800   MT  0.99996438   -0 06 19.8
 GZ3035;SPC KY S     - 2,133,565.69  1,590,071.62   sFT  0.99996438   -0 06 19.8
 GZ3035;UTM  16      - 4,171,705.915   594,872.297   MT  0.99971086   +0 39 28.4
 GZ3035
 GZ3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3035!SPC KY1Z     -   0.99996848  x   0.99991034  =   0.99987882
 GZ3035!SPC KY S     -   0.99996848  x   0.99996438  =   0.99993286
 GZ3035!UTM  16      -   0.99996848  x   0.99971086  =   0.99967935
 GZ3035
 GZ3035:                Primary Azimuth Mark                     Grid Az
 GZ3035:SPC KY1Z     -  ELIZPORT AZ MK                           226 43 02.4
 GZ3035:SPC KY S     -  ELIZPORT AZ MK                           226 42 57.7
 GZ3035:UTM  16      -  ELIZPORT AZ MK                           225 57 09.5
 GZ3035
 GZ3035|---------------------------------------------------------------------|
 GZ3035| PID    Reference Object                     Distance      Geod. Az  |
 GZ3035|                                                           dddmmss.s |
 GZ3035| GZ3036 ELIZPORT AZ MK                      APPROX. 0.8 KM 2263637.9 |
 GZ3035|---------------------------------------------------------------------|
 GZ3035
 GZ3035                          SUPERSEDED SURVEY CONTROL
 GZ3035
 GZ3035  ELLIP H (02/04/97)  200.90   (m)                       GP(       ) 4 1
 GZ3035  NAD 83(1993)-  37 41 15.57838(N)    085 55 26.33261(W) AD(       ) 3
 GZ3035  ELLIP H (12/20/95)  200.92   (m)                       GP(       ) 4 1
 GZ3035  NAD 83(1986)-  37 41 15.58563(N)    085 55 26.33999(W) AD(       ) 3
 GZ3035  NGVD 29 (11/06/89)  233.5    (m)          766.     (f) GPS OBS        
 GZ3035
 GZ3035.Superseded values are not recommended for survey control.
 GZ3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3035.See file dsdata.txt to determine how the superseded data were derived.
 GZ3035
 GZ3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9487271706(NAD 83)
 GZ3035_MARKER: I = METAL ROD
 GZ3035_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3035_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3035_STAMPING: ELIZPORT 1989
 GZ3035_MARK LOGO: NGS   
 GZ3035_PROJECTION: FLUSH
 GZ3035_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3035+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2005
 GZ3035_ROD/PIPE-DEPTH: 4.0  meters
 GZ3035_SLEEVE-DEPTH  : 0.9 meters
 GZ3035
 GZ3035  HISTORY     - Date     Condition        Report By
 GZ3035  HISTORY     - 1989     MONUMENTED       NGS
 GZ3035  HISTORY     - 19960110 GOOD             LOWE
 GZ3035  HISTORY     - 19960812 GOOD             NGS
 GZ3035  HISTORY     - 20030111 GOOD             WOOLPT
 GZ3035  HISTORY     - 20050814 GOOD             WOOLPT
 GZ3035
 GZ3035                          STATION DESCRIPTION
 GZ3035
 GZ3035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GZ3035'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF ELIZABETHTOWN,
 GZ3035'IN THE GRASS MEDIAN BETWEEN THE TAXIWAY AND THE RUNWAY AT THE
 GZ3035'ELIZABETHTOWN AIRPORT.  OWNERSHIP--ADDINGTON FIELD AIRPORT, KITTY HAWK
 GZ3035'DRIVE, ELIZABETHTOWN, KY 42701, PHONE 502-769-5454.  AIRPORT MANAGER
 GZ3035'IS BILL RICKET.
 GZ3035'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 65,
 GZ3035'US HIGHWAY 62 AND STATE ROAD 61, NORTHEAST OF ELIZABETHTOWN, DRIVE
 GZ3035'SOUTHWEST, PASSING THROUGH ELIZIBETHTOWN, FOR 4.37 KM (2.70 MI) TO THE
 GZ3035'INTERSECTION OF US HIGHWAY 31 BYPASS.  TURN RIGHT ONTO US HIGHWAY 31W
 GZ3035'AND DRIVE NORTHWEST FOR 1.95 KM (1.20 MI) TO THE INTERSECTION OF STATE
 GZ3035'ROAD 1357.  TURN LEFT ONTO STATE ROAD 1357, ST. JOHN ROAD, AND DRIVE
 GZ3035'WEST FOR 2.7 KM (1.70 MI) TO THE INTERSECTION OF STATE ROAD 3005.
 GZ3035'TURN LEFT ONTO STATE ROAD 3005, RING ROAD WEST, AND DRIVE SOUTH FOR
 GZ3035'0.29 KM (0.20 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE WEST ON
 GZ3035'KITTY HAWK DRIVE FOR 1.48 KM (0.90 MI) TO THE END OF THE ROAD AND THE
 GZ3035'AIRPORT.  FROM THE AIRPORT PARKING LOT DRIVE SOUTHEAST, PASSING
 GZ3035'THROUGH A CHAIN LINK FENCE FOR 0.22 KM (0.15 MI) TO THE INTERSECTION
 GZ3035'OF THE AIRPORT TAXIWAY AND RAMP LEADING TO THE RUNWAY AND THE STATION
 GZ3035'ON THE RIGHT IN THE MEDIAN BETWEEN TAXIWAY AND RUNWAY.
 GZ3035'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 GZ3035'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 GZ3035'PIPE AND SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP
 GZ3035'STAMPED---ELIZPORT 1989---, SURROUNDED BY CONCRETE FLUSH WITH THE
 GZ3035'GROUND.  LOCATED 69.8 M (229.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 GZ3035'RUNWAY, 22.9 M (75.1 FT) SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY,
 GZ3035'14.7 M (48.2 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST, 14.6 M
 GZ3035'(47.9 FT) SOUTWEST OF THE 4TH TAXIWAY LIGHT NORTHWEST OF THE RUNWAY
 GZ3035'AND 8.8 M (28.9 FT) WEST-NORTHWEST OF THE CENTER OF THE HEADWALL OF A
 GZ3035'CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 GZ3035'CAP.
 GZ3035'DESCRIBED BY M.J. WELLSLAGER.
 GZ3035
 GZ3035                          STATION RECOVERY (1996)
 GZ3035
 GZ3035'RECOVERY NOTE BY LOWE ENGINEERS 1996 (GRP)
 GZ3035'RECOVERED AS DESCRIBED.  THIS STATION IS A PRIMARY AIRPORT CONTROL
 GZ3035'STATION.
 GZ3035
 GZ3035                          STATION RECOVERY (1996)
 GZ3035
 GZ3035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 GZ3035'RECOVERED AS DESCRIBED.
 GZ3035
 GZ3035                          STATION RECOVERY (2003)
 GZ3035
 GZ3035'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 GZ3035'RECOVERE AS DESCRIBED.
 GZ3035' 
 GZ3035'AIRPORT MANAGER PHONE NUMBER IS NOW 270-737-8388.
 GZ3035
 GZ3035                          STATION RECOVERY (2005)
 GZ3035
 GZ3035'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CTS)
 GZ3035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3036 ***********************************************************************
 GZ3036  SACS        -  This is a Secondary Airport Control Station.
 GZ3036  DESIGNATION -  ELIZPORT AZ MK
 GZ3036  PID         -  GZ3036
 GZ3036  STATE/COUNTY-  KY/HARDIN
 GZ3036  USGS QUAD   -  CECILIA (1992)
 GZ3036
 GZ3036                         *CURRENT SURVEY CONTROL
 GZ3036  ___________________________________________________________________
 GZ3036* NAD 83(1993)-  37 40 58.30472(N)    085 55 49.32305(W)     ADJUSTED  
 GZ3036* NAVD 88     -       229.96   (meters)     754.5    (feet)  GPS OBS   
 GZ3036  ___________________________________________________________________
 GZ3036  X           -     358,688.980 (meters)                     COMP
 GZ3036  Y           -  -5,041,436.128 (meters)                     COMP
 GZ3036  Z           -   3,877,766.646 (meters)                     COMP
 GZ3036  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 GZ3036  ELLIP HEIGHT-         197.37  (meters)          (02/04/97) GPS OBS
 GZ3036  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 GZ3036
 GZ3036  HORZ ORDER  -  FIRST
 GZ3036  ELLP ORDER  -  FOURTH    CLASS I
 GZ3036
 GZ3036.This mark is at Addington Field Airport (EKX)
 GZ3036
 GZ3036.The horizontal coordinates were established by GPS observations
 GZ3036.and adjusted by the National Geodetic Survey in February 1997..
 GZ3036
 GZ3036.The orthometric height was determined by GPS observations and a
 GZ3036.high-resolution geoid model.
 GZ3036
 GZ3036.GPS derived orthometric heights for airport stations designated as
 GZ3036.PACS or SACS are published to 2 decimal places.  This maintains
 GZ3036.centimeter relative accuracy between the PACS and SACS.  It does
 GZ3036.not indicate centimeter accuracy relative to other marks which are
 GZ3036.part of the NAVD 88 network.
 GZ3036
 GZ3036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3036
 GZ3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3036
 GZ3036.The ellipsoidal height was determined by GPS observations
 GZ3036.and is referenced to NAD 83.
 GZ3036
 GZ3036.The geoid height was determined by GEOID03.
 GZ3036
 GZ3036;                    North         East     Units Scale Factor Converg.
 GZ3036;SPC KY1Z     - 1,149,789.386 1,484,091.330   MT  0.99991062   -0 06 38.7
 GZ3036;SPC KY1Z     - 3,772,267.34  4,869,056.31   sFT  0.99991062   -0 06 38.7
 GZ3036;SPC KY S     -   649,780.634   484,090.482   MT  0.99996387   -0 06 33.8
 GZ3036;SPC KY S     - 2,131,821.96  1,588,220.19   sFT  0.99996387   -0 06 33.8
 GZ3036;UTM  16      - 4,171,167.092   594,315.251   MT  0.99970956   +0 39 14.1
 GZ3036
 GZ3036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3036!SPC KY1Z     -   0.99996903  x   0.99991062  =   0.99987965
 GZ3036!SPC KY S     -   0.99996903  x   0.99996387  =   0.99993290
 GZ3036!UTM  16      -   0.99996903  x   0.99970956  =   0.99967860
 GZ3036
 GZ3036:                Primary Azimuth Mark                     Grid Az
 GZ3036:SPC KY1Z     -  ELIZPORT                                 046 43 02.5
 GZ3036:SPC KY S     -  ELIZPORT                                 046 42 57.6
 GZ3036:UTM  16      -  ELIZPORT                                 045 57 09.7
 GZ3036
 GZ3036|---------------------------------------------------------------------|
 GZ3036| PID    Reference Object                     Distance      Geod. Az  |
 GZ3036|                                                           dddmmss.s |
 GZ3036| GZ3035 ELIZPORT                            APPROX. 0.8 KM 0463623.8 |
 GZ3036|---------------------------------------------------------------------|
 GZ3036
 GZ3036                          SUPERSEDED SURVEY CONTROL
 GZ3036
 GZ3036  NAD 83(1993)-  37 40 58.30445(N)    085 55 49.32433(W) AD(       ) 3
 GZ3036  ELLIP H (12/20/95)  197.39   (m)                       GP(       ) 4 1
 GZ3036  NAD 83(1986)-  37 40 58.31169(N)    085 55 49.33171(W) AD(       ) 3
 GZ3036  NGVD 29 (11/06/89)  229.9    (m)          754.     (f) GPS OBS        
 GZ3036
 GZ3036.Superseded values are not recommended for survey control.
 GZ3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3036.See file dsdata.txt to determine how the superseded data were derived.
 GZ3036
 GZ3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9431571167(NAD 83)
 GZ3036_MARKER: I = METAL ROD
 GZ3036_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3036_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3036_STAMPING: ELIZPORT AZ MK 1989
 GZ3036_MARK LOGO: NGS   
 GZ3036_PROJECTION: FLUSH
 GZ3036_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3036+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2005
 GZ3036_ROD/PIPE-DEPTH:  0.9 meters
 GZ3036_SLEEVE-DEPTH  :  0.3 meters
 GZ3036
 GZ3036  HISTORY     - Date     Condition        Report By
 GZ3036  HISTORY     - 1989     MONUMENTED       NGS
 GZ3036  HISTORY     - 19951105 GOOD             LOWE
 GZ3036  HISTORY     - 19960812 GOOD             NGS
 GZ3036  HISTORY     - 20050814 GOOD             WOOLPT
 GZ3036
 GZ3036                          STATION DESCRIPTION
 GZ3036
 GZ3036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GZ3036'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF ELIZABETHTOWN,
 GZ3036'IN THE GRASS MEDIAN BETWEEN THE TAXIWAY AND THE RUNWAY AT THE
 GZ3036'ELIZABETHTOWN AIRPORT.  OWNERSHIP--ADDINGTON FIELD AIRPORT, KITTY HAWK
 GZ3036'DRIVE, ELIZABETHTOWN, KY 42701, PHONE 502-769-5454.  AIRPORT MANAGER
 GZ3036'IS BILL RICKETT.
 GZ3036'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 65,
 GZ3036'US HIGHWAY 62 AND STATE ROAD 61, NORTHEAST OF ELIZABETHTOWN, DRIVE
 GZ3036'SOUTHWEST, PASSING THROUGH ELIZABETHTOWN, FOR 4.37 KM (2.70 MI) TO THE
 GZ3036'INTERSECTION OF US HIGHWAY 31 BYPASS.  TURN RIGHT ONTO US HIGHWAY 31W
 GZ3036'AND DRIVE NORTHWEST FOR 1.95 KM (1.20 MI) TO THE INTERSECTION OF STATE
 GZ3036'ROAD 1357.  TURN LEFT ONTO STATE ROAD 1357, ST. JOHN ROAD, AND DRIVE
 GZ3036'WEST FOR 2.7 KM (1.70 MI) TO THE INTERSECTION OF STATE ROAD 3005.
 GZ3036'TURN LEFT ONTO STATE ROAD 3005, RING ROAD WEST, AND DRIVE SOUTH FOR
 GZ3036'0.29 KM (0.20 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE WEST ON
 GZ3036'KITTY HAWK DRIVE FOR 1.48 KM (0.90 MI) TO THE END OF THE ROAD AND THE
 GZ3036'AIRPORT.  FROM THE AIRPORT PARKING LOT, DRIVE SOUTHEAST, PASSING
 GZ3036'THROUGH A CHAIN LINK FENCE FOR 0.22 KM (0.15 MI) TO THE INTERSECTION
 GZ3036'OF THE AIRPORT TAXIWAY AND RAMP LEADING TO THE RUNWAY.  TURN RIGHT AND
 GZ3036'DRIVE SOUTHWEST ALONG THE TAXIWAY FOR 0.78 KM (0.50 MI) TO THE END OF
 GZ3036'TAXIWAY AND THE MARK ON THE LEFT.
 GZ3036'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 GZ3036'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 GZ3036'PIPE AND SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP
 GZ3036'STAMPED---ELIZPORT AZ MK 1989---, SURROUNDED BY CONCRETE FLUSH TO THE
 GZ3036'GROUND.  LOCATED 69.2 M (227.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 GZ3036'RUNWAY, 32.6 M (107.0 FT) SOUTHWEST OF THE EAST CORNER OF THE CONCRETE
 GZ3036'FOUNDATION OF A CATCH BASIN, 22.1 M (72.5 FT) SOUTHEAST OF THE
 GZ3036'CENTERLINE OF THE TAXIWAY AND 14.2 M (46.6 FT) SOUTHEAST OF THE 8TH
 GZ3036'TAXIWAY LIGHT NORTHWEST OF THE RUNWAY. NOTE--ACCESS TO DATUM POINT IS
 GZ3036'HAD THROUGH A 5-INCH LOGO CAP.
 GZ3036'DESCRIBED BY M.J. WELLSLAGER.
 GZ3036
 GZ3036                          STATION RECOVERY (1995)
 GZ3036
 GZ3036'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 GZ3036'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 GZ3036'STATION.
 GZ3036
 GZ3036                          STATION RECOVERY (1996)
 GZ3036
 GZ3036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 GZ3036'RECOVERED AS DESCRIBED.
 GZ3036
 GZ3036                          STATION RECOVERY (2005)
 GZ3036
 GZ3036'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CTS)
 GZ3036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2411 ***********************************************************************
 HY2411  DESIGNATION -  ELK
 HY2411  PID         -  HY2411
 HY2411  STATE/COUNTY-  KY/LEWIS
 HY2411  USGS QUAD   -  STRICKLETT (1983)
 HY2411
 HY2411                         *CURRENT SURVEY CONTROL
 HY2411  ___________________________________________________________________
 HY2411* NAD 83(1993)-  38 29 28.98195(N)    083 27 34.88460(W)     ADJUSTED  
 HY2411* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 HY2411  ___________________________________________________________________
 HY2411  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 HY2411  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HY2411
 HY2411  HORZ ORDER  -  SECOND
 HY2411
 HY2411.The horizontal coordinates were established by classical geodetic methods
 HY2411.and adjusted by the National Geodetic Survey in December 1995..
 HY2411
 HY2411.The orthometric height was scaled from a topographic map.
 HY2411
 HY2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2411
 HY2411.The geoid height was determined by GEOID03.
 HY2411
 HY2411;                    North         East     Units Scale Factor Converg.
 HY2411;SPC KY1Z     - 1,241,962.913 1,699,786.301   MT  0.99996246   +1 24 22.2
 HY2411;SPC KY1Z     - 4,074,673.32  5,576,715.56   sFT  0.99996246   +1 24 22.2
 HY2411;SPC KY N     -   110,336.728   568,945.670   MT  0.99996217   +0 29 29.9
 HY2411;SPC KY N     -   361,996.42  1,866,615.92   sFT  0.99996217   +0 29 29.9
 HY2411;UTM  17      - 4,263,204.273   285,479.708   MT  1.00016675   -1 31 53.4
 HY2411
 HY2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2411!SPC KY1Z     -   0.99993989  x   0.99996246  =   0.99990235
 HY2411!SPC KY N     -   0.99993989  x   0.99996217  =   0.99990206
 HY2411!UTM  17      -   0.99993989  x   1.00016675  =   1.00010663
 HY2411
 HY2411|---------------------------------------------------------------------|
 HY2411| PID    Reference Object                     Distance      Geod. Az  |
 HY2411|                                                           dddmmss.s |
 HY2411| HY2412 WASHMAN STATE FOREST LOT              5.996 METERS 00042     |
 HY2411| HY2413 ELK LICK USGS 1953                   12.660 METERS 00144     |
 HY2411| DB9247 ELK AZ MK                                          0973412.5 |
 HY2411| HY2410 STRICKLETT TX EASTERN RELAY         APPROX. 3.7 KM 2030512.9 |
 HY2411| DB9249 ELK RM 2                             19.903 METERS 22231     |
 HY2411|---------------------------------------------------------------------|
 HY2411
 HY2411                          SUPERSEDED SURVEY CONTROL
 HY2411
 HY2411  NAD 83(1986)-  38 29 28.98881(N)    083 27 34.89062(W) AD(       ) 2
 HY2411  NAD 27      -  38 29 28.71300(N)    083 27 35.21300(W) AD(       ) 2
 HY2411
 HY2411.Superseded values are not recommended for survey control.
 HY2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2411.See file dsdata.txt to determine how the superseded data were derived.
 HY2411
 HY2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8548063204(NAD 83)
 HY2411_MARKER: DS = TRIANGULATION STATION DISK
 HY2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2411
 HY2411  HISTORY     - Date     Condition        Report By
 HY2411  HISTORY     - 1953     MONUMENTED       CGS
 HY2411
 HY2411                          STATION DESCRIPTION
 HY2411
 HY2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2411'STATION IS LOCATED ABOUT 15 MILES EAST NORTHEAST OF FLEMINGSBURG AND
 HY2411'4 MILES NORTHEAST OF PETERSVILLE NEAR THE HIGHEAST POINT OF A
 HY2411'PROMINENT HILL AND IS ON STATE OWNED PROPERTY.  IT IS 14 FEET SOUTH
 HY2411'OF THE SOUTHWEST LEG OF THE WASHMAN STATE FOREST LOOKOUT TOWER, 13
 HY2411'FEET SOUTHWEST OF THE SOUTHEAST LEG OF THE TOWER AND 10 FEET
 HY2411'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 HY2411'AND THE DISK IS STAMPED ELK 1953.
 HY2411'
 HY2411'REFERENCE MARK NO.1 IS SET UNDER THE CENTER OF THE LOOKOUT TOWER.
 HY2411'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK ID STAMPED ELK NO 1
 HY2411'1953.  IT IS 19.69 FEET NORTH OF THE STATION.
 HY2411'
 HY2411'REFERENCE MARK NO.2 IS 65.30 FEET SOUTHWEST OF THE STATION.  IT IS 70
 HY2411'FEET SOUTH WEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER AND 25
 HY2411'FEET WEST OF THE CENTER OF A DIRT ROAD.  THE MARK PROJECTS ABOUT 3
 HY2411'INCHES AND THE DISK IS STAMPED ELK LICK NO 2 1953.
 HY2411'
 HY2411'AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION, 6 FEET NORTH OF THE
 HY2411'CENTER OF A DIRT ROAD, 5 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT
 HY2411'SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 HY2411'STAMPED ELK 1953.
 HY2411'
 HY2411'ELK LICK (USGS) BM IS 15 FEET NORTHEAST OF THE NORTHWEST LEG OF THE
 HY2411'LOOKOUT TOWER AND 14 FEET NORTHWEST OF THE NORTHEAST LEG OF THE
 HY2411'LOOKOUT TOWER.  THE DISK IS A STANDARD USGS BENCH MARK DISK SET IN
 HY2411'THE TOP OF A 4 INCH IRON PIPE AND PROJECTING ABOUT 2 FEET.
 HY2411'NOTE--THIS MARK IS LOOSE AND ITS VALUE IS QUESTIONABLE.
 HY2411'
 HY2411'TO REACH THE STATION FROM THE FLEMING COUNTY COURTHOUSE IN
 HY2411'FLEMINGSBURG, GO NORTHEAST ON STATE HIGHWAY 57 FOR 8.4 MILES TO
 HY2411'JUNCTION WITH STATE HIGHWAY 24, TURN RIGHT AND GO EAST ON HIGHWAY 24
 HY2411'FOR 14.1 MILES TO A SIDE ROAD LEFT JUST BEFORE REACHING A SMALL
 HY2411'CONCRETE BRIDGE, TURN LEFT AND GO NORTH ON DIRT ROAD ALONG WEST SIDE
 HY2411'OF CREEK FOR 1.25 MILES TO A HOUSE ON THE RIGHT, CONTINUE NORTH
 HY2411'THROUGH BARN LOT AROUND EAST SIDE OF BARN, CONTINUE NORTHWARD ON
 HY2411'ROUGH ROAD CROSSING CREEK SEVERAL TIMES FOR 1.45 MILES TO THE AZIMUTH
 HY2411'MARK ON THE RIGHT JUST AFTER CROSSING A STEEP HILL, CONTINUE ALONG
 HY2411'RIDGE WEST AND NORTH FOR 0.2 MILE TO TOP OF HILL AND STATION AS
 HY2411'DESCRIBED.
 HY2411'
 HY2411'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2427 ***********************************************************************
 GC2427  DESIGNATION -  ELK
 GC2427  PID         -  GC2427
 GC2427  STATE/COUNTY-  KY/TODD
 GC2427  USGS QUAD   -  ELKTON (1982)
 GC2427
 GC2427                         *CURRENT SURVEY CONTROL
 GC2427  ___________________________________________________________________
 GC2427* NAD 83(1993)-  36 47 10.04546(N)    087 09 49.37241(W)     ADJUSTED  
 GC2427* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 GC2427  ___________________________________________________________________
 GC2427  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 GC2427  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC2427
 GC2427  HORZ ORDER  -  SECOND
 GC2427
 GC2427.The horizontal coordinates were established by classical geodetic methods
 GC2427.and adjusted by the National Geodetic Survey in December 1995..
 GC2427
 GC2427.The orthometric height was scaled from a topographic map.
 GC2427
 GC2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2427
 GC2427.The geoid height was determined by GEOID03.
 GC2427
 GC2427;                    North         East     Units Scale Factor Converg.
 GC2427;SPC KY1Z     - 1,051,210.241 1,373,805.513   MT  1.00008436   -0 52 04.7
 GC2427;SPC KY1Z     - 3,448,845.60  4,507,226.92   sFT  1.00008436   -0 52 04.7
 GC2427;SPC KY S     -   551,191.932   373,817.197   MT  0.99999084   -0 51 26.5
 GC2427;SPC KY S     - 1,808,368.86  1,226,431.92   sFT  0.99999084   -0 51 26.5
 GC2427;UTM  16      - 4,071,159.307   485,392.619   MT  0.99960263   -0 05 52.9
 GC2427
 GC2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2427!SPC KY1Z     -   0.99997390  x   1.00008436  =   1.00005826
 GC2427!SPC KY S     -   0.99997390  x   0.99999084  =   0.99996474
 GC2427!UTM  16      -   0.99997390  x   0.99960263  =   0.99957654
 GC2427
 GC2427:                Primary Azimuth Mark                     Grid Az
 GC2427:SPC KY1Z     -  ELKTON MUNICIPAL TANK                    014 21 37.9
 GC2427:SPC KY S     -  ELKTON MUNICIPAL TANK                    014 20 59.7
 GC2427:UTM  16      -  ELKTON MUNICIPAL TANK                    013 35 26.1
 GC2427
 GC2427|---------------------------------------------------------------------|
 GC2427| PID    Reference Object                     Distance      Geod. Az  |
 GC2427|                                                           dddmmss.s |
 GC2427| GC2428 ELKTON MUNICIPAL TANK               APPROX. 2.2 KM 0132933.2 |
 GC2427| GC2429 ELKTON TODD CO CTHSE CLOCK TWR      APPROX. 2.7 KM 0181249.4 |
 GC2427| AI6921 ELK AZ MK                                          1764144.3 |
 GC2427| AI6922 ELK RM 1                             32.903 METERS 23559     |
 GC2427| AI6923 ELK RM 2                             27.197 METERS 34248     |
 GC2427| GC2431 38 JWM                              141.265 METERS 34434     |
 GC2427|---------------------------------------------------------------------|
 GC2427
 GC2427                          SUPERSEDED SURVEY CONTROL
 GC2427
 GC2427  NAD 83(1986)-  36 47 10.05501(N)    087 09 49.37713(W) AD(       ) 2
 GC2427  NAD 27      -  36 47 09.90900(N)    087 09 49.37400(W) AD(       ) 2
 GC2427
 GC2427.Superseded values are not recommended for survey control.
 GC2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2427.See file dsdata.txt to determine how the superseded data were derived.
 GC2427
 GC2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8539371159(NAD 83)
 GC2427_MARKER: DS = TRIANGULATION STATION DISK
 GC2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2427_STAMPING: ELK 1950
 GC2427_MARK LOGO: CGS   
 GC2427_PROJECTION: PROJECTING 5 CENTIMETERS
 GC2427_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2427
 GC2427  HISTORY     - Date     Condition        Report By
 GC2427  HISTORY     - 1950     MONUMENTED       CGS
 GC2427  HISTORY     - 19810615 GOOD             NGS
 GC2427
 GC2427                          STATION DESCRIPTION
 GC2427
 GC2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2427'STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY 181 ABOUT 1
 GC2427'1/2 MILE SOUTH OF ELKTON. IT IS 55 FEET EAST OF CENTER OF
 GC2427'HIGHWAY 181, 19 FEET EAST OF A WHITE WITNESS POST, 8 FEET EAST OF A
 GC2427'BOARD GATE AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2
 GC2427'INCHES AND THE DISK IS STAMPED ELK 1950.
 GC2427'
 GC2427'REFERENCE MARK NO. 1 IS 39 FEET SOUTH OF A POWER POLE AND 38 FEET
 GC2427'WEST OF CENTER OF HIGHWAY 181. THE MARK PROJECTS ABOUT 4 INCHES
 GC2427'AND THE DISK IS STAMPED ELK NO 1 1950.
 GC2427'
 GC2427'REFERENCE MARK NO. 2 IS 35 FEET EAST OF CENTER OF HIGHWAY 181, 8 FEET
 GC2427'SOUTH OF A BOARD GATE AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 GC2427'ABOUT 4 INCHES AND THE DISK IS STAMPED ELK NO 2 1950.
 GC2427'
 GC2427'AZIMUTH MARK IS 35 FEET EAST OF CENTER OF HIGHWAY 181, 22 FEET
 GC2427'SOUTHWEST OF A POWER POLE AND 2 FEET WEST OF A WHITE WITNESS
 GC2427'POST. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ELK
 GC2427'1950.
 GC2427'
 GC2427'36 JWM (USGS) BM IS 35 FEET WEST OF CENTER OF HIGHWAY 181, 28 FEET
 GC2427'SOUTH OF CENTER OF A GRAVEL ROAD AND 9 FEET SOUTHEAST OF A POWER
 GC2427'POLE. THE MARK IS A 6X6 INCH CONCRETE POST WHICH PROJECTS ABOUT 4
 GC2427'INCHES AND THE DISK IS A STANDARD USGS BM DISK STAMPED 36 JWM 1949
 GC2427'643.
 GC2427'
 GC2427'TO REACH THE STATION FROM THE TODD COUNTY COURTHOUSE IN ELKTON, GO
 GC2427'SOUTH ON STATE HIGHWAY 181 FOR 1.6 MILES TO A GRAVEL ROAD RIGHT AND
 GC2427'BENCH MARK AS DESCRIBED. CONTINUE SOUTH ON HIGHWAY 181 FOR 0.05 MILE
 GC2427'TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2427'
 GC2427'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 181
 GC2427'FOR 0.25 MILE TO MARK ON LEFT AS DESCRIBED.
 GC2427'
 GC2427'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC2427
 GC2427                          STATION RECOVERY (1981)
 GC2427
 GC2427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GC2427'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION 36
 GC2427'JWM (USGS) BM AZIMUTH MARK AND RERERENCE MARK 1 WERE FOUND DESTROYED.
 GC2427'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY 0.03 OF A
 GC2427'FOOT.  REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 GC2427'THE STATION IS LOCATED ABOUT 1.5 MILES (2.4 KM) SOUTH OF ELKTON 20 FT
 GC2427'(6.1 M) EAST OF A FENCE CORNER AND GATE POST 6 FT (1.8 M) EAST OF EAST
 GC2427'GATE POST 1 FOOT (0.3 M) NORTH OF A FENCE 55 FT (16.8 M) EAST OF THE
 GC2427'CENTERLINE OF STATE HIGHWAY 181 AND 94 FT (28.7 M) SOUTHEAST OF A
 GC2427'METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GC2427'STAMPED--ELK 1950--.
 GC2427'TO REACH THE STATION FROM THE TODD COUNTY COURTHOUSE AT ELKTON GO
 GC2427'SOUTH ON STATE HIGHWAY 181 FOR 1.65 MILES (2.66 KM) TO THE STATION ON
 GC2427'THE LEFT. REFERENCE MARK 2 IS 87 FT (26.5 M) NORTH OF THE FENCE CORNER
 GC2427'AND GATE POST 1 FOOT (0.3 M) EAST OF FENCE 1 FOOT (0.3 M) EAST OF A
 GC2427'METAL WITNESS POST AND 35 FT (10.7 M) EAST OF THE CENTERLINE OF THE
 GC2427'HIGHWAY. THE MONUMENT PROJECTS 2 INCHES (AND THE DISK IS STAMPED--ELK
 GC2427'NO 1 1950 REFERENCE MARK 3 IS 35 FT (10.7 M) WEST OF THE CENTERLINE OF
 GC2427'THE HIGHWAY, 1 FOOT (0.3 M) EAST OF FENCE, 1 FOOT (0.3 M) SOUTHEAST OF
 GC2427'A METAL WITNESS POST AND 25 FT (7.6 M) NORTHEAST OF A POWER POLE.  THE
 GC2427'MONUMENT IS FLUSH AND THE DISK IS STAMPED---ELK 1950 NO 3 1981---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2413 ***********************************************************************
 HY2413  DESIGNATION -  ELK LICK USGS 1953
 HY2413  PID         -  HY2413
 HY2413  STATE/COUNTY-  KY/LEWIS
 HY2413  USGS QUAD   -  STRICKLETT (1983)
 HY2413
 HY2413                         *CURRENT SURVEY CONTROL
 HY2413  ___________________________________________________________________
 HY2413* NAD 83(1993)-  38 29 29.39233(N)    083 27 34.86876(W)     ADJUSTED  
 HY2413* NAVD 88     -       414.     (meters)    1358.     (feet)  SCALED    
 HY2413  ___________________________________________________________________
 HY2413  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 HY2413  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HY2413
 HY2413  HORZ ORDER  -  SECOND
 HY2413
 HY2413.The horizontal coordinates were established by classical geodetic methods
 HY2413.and adjusted by the National Geodetic Survey in December 1995..
 HY2413
 HY2413.The orthometric height was scaled from a topographic map.
 HY2413
 HY2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2413
 HY2413.The geoid height was determined by GEOID03.
 HY2413
 HY2413;                    North         East     Units Scale Factor Converg.
 HY2413;SPC KY1Z     - 1,241,975.572 1,699,786.375   MT  0.99996248   +1 24 22.2
 HY2413;SPC KY1Z     - 4,074,714.86  5,576,715.80   sFT  0.99996248   +1 24 22.2
 HY2413;SPC KY N     -   110,349.384   568,945.946   MT  0.99996217   +0 29 29.9
 HY2413;SPC KY N     -   362,037.94  1,866,616.82   sFT  0.99996217   +0 29 29.9
 HY2413;UTM  17      - 4,263,216.915   285,480.430   MT  1.00016675   -1 31 53.4
 HY2413
 HY2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2413!SPC KY1Z     -   0.99994021  x   0.99996248  =   0.99990269
 HY2413!SPC KY N     -   0.99994021  x   0.99996217  =   0.99990238
 HY2413!UTM  17      -   0.99994021  x   1.00016675  =   1.00010695
 HY2413
 HY2413                          SUPERSEDED SURVEY CONTROL
 HY2413
 HY2413  NAD 83(1986)-  38 29 29.39919(N)    083 27 34.87478(W) AD(       ) 2
 HY2413  NAD 27      -  38 29 29.12300(N)    083 27 35.19700(W) AD(       ) 2
 HY2413
 HY2413.Superseded values are not recommended for survey control.
 HY2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2413.See file dsdata.txt to determine how the superseded data were derived.
 HY2413
 HY2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8548063217(NAD 83)
 HY2413_MARKER: DB = BENCH MARK DISK
 HY2413_SETTING: 0 = UNSPECIFIED SETTING
 HY2413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2413
 HY2413  HISTORY     - Date     Condition        Report By
 HY2413  HISTORY     - 1953     MONUMENTED       USGS
 HY2413
 HY2413                          STATION DESCRIPTION
 HY2413
 HY2413'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ELJ)
 HY2413'STATION IS LOCATED ABOUT 15 MILES EAST NORTHEAST OF FLEMINGSBURG AND
 HY2413'4 MILES NORTHEAST OF PETERSVILLE, NEAR THE HIGHEST POINT OF A
 HY2413'PROMINENT HILL AND IS ON STATE OWNED PROPERTY.  IT IS 15 FEET
 HY2413'NORTHEAST OF THE NORTHWEST LEG AND 14 FEET NORTHWEST OF THE
 HY2413'NORTHEAST LEG OF THE WASHMAN STATE FOREST LOOKOUT TOWER.  THE DISK
 HY2413'IS AN UNSTAMPED USGS BENCH MARK DISK SET IN THE TOP OF A 4 INCH IRON
 HY2413'PIPE PROJECTING ABOUT 2 FEET.  A TRAVERSE CONNECTION WAS MADE FROM
 HY2413'TRIANGULATION STATION ELK 1953 AND THE DISTANCES IS 41.5 FEET (12.66
 HY2413'METERS).  NOTE--THIS MARK IS LOOSE AND ITS VALUE IS QUESTIONABLE.
 HY2413'
 HY2413'TO REACH THE STATION FROM THE FLEMING COUNTY COURTHOUSE IN
 HY2413'FLEMINGSBURG, GO NORTHEAST ON STATE HIGHWAY 57 FOR 8.4 MILES TO THE
 HY2413'JUNCTION WITH STATE HIGHWAY 24, TURN RIGHT AND GO EAST ON HIGHWAY 24
 HY2413'FOR 14.1 MILES TO A SIDE ROAD LEFT JUST BEFORE REACHING A SMALL
 HY2413'CONCRETE BRIDGE, TURN LEFT AND GO NORTH ON DIRT ROAD ALONG WEST SIDE
 HY2413'OF CREEK FOR 1.25 MILES TO A HOUSE ON THE RIGHT, CONTINUE NORTH
 HY2413'THROUGH BARN LOT AND AROUND EAST SIDE OF BARN, CONTINUE NORTHWARD ON
 HY2413'ROUGH ROAD CROSSING CREEK SEVERAL TIME FOR 1.45 MILES TO THE TOP OF
 HY2413'A HILL, CONTINUE WEST AND NORTH ALONG RIDGE FOR 0.2 MILE TO TOP OF
 HY2413'HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2426 ***********************************************************************
 GC2426  DESIGNATION -  ELKTON
 GC2426  PID         -  GC2426
 GC2426  STATE/COUNTY-  KY/TODD
 GC2426  USGS QUAD   -  OLMSTEAD (1985)
 GC2426
 GC2426                         *CURRENT SURVEY CONTROL
 GC2426  ___________________________________________________________________
 GC2426* NAD 83(1993)-  36 48 37.54219(N)    087 05 48.80125(W)     ADJUSTED  
 GC2426* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 GC2426  ___________________________________________________________________
 GC2426  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 GC2426  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GC2426
 GC2426  HORZ ORDER  -  FIRST
 GC2426
 GC2426.The horizontal coordinates were established by classical geodetic methods
 GC2426.and adjusted by the National Geodetic Survey in December 1995..
 GC2426
 GC2426.The orthometric height was scaled from a topographic map.
 GC2426
 GC2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2426
 GC2426.The geoid height was determined by GEOID03.
 GC2426
 GC2426;                    North         East     Units Scale Factor Converg.
 GC2426;SPC KY1Z     - 1,053,819.128 1,379,809.145   MT  1.00007647   -0 49 37.0
 GC2426;SPC KY1Z     - 3,457,404.92  4,526,923.84   sFT  1.00007647   -0 49 37.0
 GC2426;SPC KY S     -   553,801.665   379,819.809   MT  0.99998690   -0 49 00.6
 GC2426;SPC KY S     - 1,816,930.96  1,246,125.49   sFT  0.99998690   -0 49 00.6
 GC2426;UTM  16      - 4,073,847.290   491,357.821   MT  0.99960092   -0 03 29.0
 GC2426
 GC2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2426!SPC KY1Z     -   0.99996355  x   1.00007647  =   1.00004002
 GC2426!SPC KY S     -   0.99996355  x   0.99998690  =   0.99995045
 GC2426!UTM  16      -   0.99996355  x   0.99960092  =   0.99956448
 GC2426
 GC2426:                Primary Azimuth Mark                     Grid Az
 GC2426:SPC KY1Z     -  ELKTON AZ MK                             061 38 44.3
 GC2426:SPC KY S     -  ELKTON AZ MK                             061 38 07.9
 GC2426:UTM  16      -  ELKTON AZ MK                             060 52 36.3
 GC2426
 GC2426|---------------------------------------------------------------------|
 GC2426| PID    Reference Object                     Distance      Geod. Az  |
 GC2426|                                                           dddmmss.s |
 GC2426| CG5745 ELKTON AZ MK                                       0604907.3 |
 GC2426| CG5746 ELKTON RM 1                          13.357 METERS 07358     |
 GC2426| GC2423 RUSSELLVILLE BEACON LIGHT           APPROX.18.7 KM 0844356.9 |
 GC2426| GC2428 ELKTON MUNICIPAL TANK               APPROX. 5.5 KM 2634543.7 |
 GC2426| GC2429 ELKTON TODD CO CTHSE CLOCK TWR      APPROX. 5.1 KM 2684923.7 |
 GC2426| GC2498 FAIRVIEW JEFFERSON DAVIS MON        APPROX.18.5 KM 2810044.7 |
 GC2426| CG5747 ELKTON RM 2                          22.556 METERS 32356     |
 GC2426|---------------------------------------------------------------------|
 GC2426
 GC2426                          SUPERSEDED SURVEY CONTROL
 GC2426
 GC2426  NAD 83(1986)-  36 48 37.55210(N)    087 05 48.80529(W) AD(       ) 1
 GC2426  NAD 27      -  36 48 37.41100(N)    087 05 48.81200(W) AD(       ) 1
 GC2426
 GC2426.Superseded values are not recommended for survey control.
 GC2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2426.See file dsdata.txt to determine how the superseded data were derived.
 GC2426
 GC2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9135873847(NAD 83)
 GC2426_MARKER: DS = TRIANGULATION STATION DISK
 GC2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2426
 GC2426  HISTORY     - Date     Condition        Report By
 GC2426  HISTORY     - 1930     MONUMENTED       CGS
 GC2426  HISTORY     - 1935     GOOD             CGS
 GC2426  HISTORY     - 1950     GOOD             CGS
 GC2426  HISTORY     - 1952     GOOD             CGS
 GC2426
 GC2426                          STATION DESCRIPTION
 GC2426
 GC2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2426'ABOUT 3-1/4 MILES EAST OF ELKTON, 3/4 MILE NORTH OF ROUTE 68 TOWARD
 GC2426'THE SOUTHERLY END OF PROMINENT WOODED RIDGE, ON LAND OWNED BY MRS. ED
 GC2426'LINDSEY. TO REACH FROM ELKTON, GO EAST 3.4 MILES ON ROUTE 68, THENCE
 GC2426'NORTH ON ROCK-ROAD 0.9 MILE TO WAGON-ROAD LEADING WEST OPPOSITE
 GC2426'30-INCH OAK. FOLLOW WAGON-ROAD ACROSS BRUSHY FLAT AND UP RIDGE 1/2
 GC2426'MILE TO TOP OF STEEP PITCH, TURN SHARPLY TO LEFT AND FOLLOW DIM ROAD
 GC2426'ALONG TOP OF RIDGE SOUTH ABOUT 500 YARDS THROUGH SMALL SWALE TO
 GC2426'STATION SITE. STATION IS ABOUT 75 METERS (246 FEET) SOUTH OF SWALE,
 GC2426'4 METERS (13 FEET) WEST OF ROAD AND ABOUT 200 METERS (656
 GC2426'FEET) NORTH OF END OF RIDGE, IN SMALL CLEARING. SURFACE AND
 GC2426'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2426'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 GC2426'CONCRETE.  NO. 1 IS 8 METERS (26 FEET) EAST OF ROAD
 GC2426'AND 12.36 METERS (40.6 FEET) FROM STATION.
 GC2426'NO. 2 IS ALONG TOP OF RIDGE AND 22.57 METERS 74.0 FEET) FROM STATION.
 GC2426
 GC2426                          STATION RECOVERY (1935)
 GC2426
 GC2426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GC2426'SURFACE AND REFERENCE MARKERS IN EXCELLENT CONDITION. DESCRIPTIONS
 GC2426'EASILY FOLLOWED.
 GC2426
 GC2426                          STATION RECOVERY (1950)
 GC2426
 GC2426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2426'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2426'CONDITION. THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1
 GC2426'FAILED TO CHECK. AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY. THE
 GC2426'OLD DESCRIPTION IS ADEQUATE.
 GC2426'
 GC2426'AZIMUTH MARK IS 35 FEET NORTHWEST OF THE CENTER OF GRAVEL ROAD, 28
 GC2426'FEET SOUTH OF THE SOUTHEAST CORNER OF A FRAME BARN AND 3 FEET EAST
 GC2426'OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2426'ELKTON 1950.
 GC2426'
 GC2426'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF ROCK ROAD AND
 GC2426'WOODS WAGON ROAD AS MENTIONED IN THE OLD DESCRIPTION, GO NORTH ON
 GC2426'ROCK ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2426'
 GC2426'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2426
 GC2426                          STATION RECOVERY (1952)
 GC2426
 GC2426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2426'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2426'CONDITION. THE DIRECTION TO THE REFERENCE MARKS FAILED TO CHECK.
 GC2426'THE OLD DESCRIPTION IS ADEQUATE.
 GC2426'
 GC2426'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2428 ***********************************************************************
 GC2428  DESIGNATION -  ELKTON MUNICIPAL TANK
 GC2428  PID         -  GC2428
 GC2428  STATE/COUNTY-  KY/TODD
 GC2428  USGS QUAD   -  ELKTON (1982)
 GC2428
 GC2428                         *CURRENT SURVEY CONTROL
 GC2428  ___________________________________________________________________
 GC2428* NAD 83(1993)-  36 48 18.12607(N)    087 09 29.05817(W)     ADJUSTED  
 GC2428* NAVD 88     -                                                        
 GC2428  ___________________________________________________________________
 GC2428  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 GC2428  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC2428
 GC2428  HORZ ORDER  -  THIRD
 GC2428
 GC2428.The horizontal coordinates were established by classical geodetic methods
 GC2428.and adjusted by the National Geodetic Survey in December 1995..
 GC2428
 GC2428
 GC2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2428
 GC2428.The geoid height was determined by GEOID03.
 GC2428
 GC2428;                    North         East     Units Scale Factor Converg.
 GC2428;SPC KY1Z     - 1,053,301.214 1,374,340.847   MT  1.00007821   -0 51 52.2
 GC2428;SPC KY1Z     - 3,455,705.73  4,508,983.26   sFT  1.00007821   -0 51 52.2
 GC2428;SPC KY S     -   553,282.812   374,352.096   MT  0.99998776   -0 51 14.2
 GC2428;SPC KY S     - 1,815,228.69  1,228,186.83   sFT  0.99998776   -0 51 14.2
 GC2428;UTM  16      - 4,073,256.280   485,899.567   MT  0.99960245   -0 05 40.9
 GC2428
 GC2428                          SUPERSEDED SURVEY CONTROL
 GC2428
 GC2428  NAD 83(1986)-  36 48 18.13589(N)    087 09 29.06277(W) AD(       ) 4
 GC2428  NAD 27      -  36 48 17.99100(N)    087 09 29.06200(W) AD(       ) 3
 GC2428
 GC2428.Superseded values are not recommended for survey control.
 GC2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2428.See file dsdata.txt to determine how the superseded data were derived.
 GC2428
 GC2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8590073256(NAD 83)
 GC2428_MARKER: 53 = ELEVATED TANK
 GC2428
 GC2428  HISTORY     - Date     Condition        Report By
 GC2428  HISTORY     - 1950     FIRST OBSERVED   CGS
 GC2428
 GC2428                          STATION DESCRIPTION
 GC2428
 GC2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2428'STATION IS LOCATED ABOUT 0.3 MILE SOUTHWEST OF THE PUBLIC SQUARE IN
 GC2428'ELKTON.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH
 GC2428'AND PAINTED GREY.  THE POINT OBSERVED ON WAS THE SMALL BALL AT THE
 GC2428'POINT OF THE ROOF OF THE TANK.
 GC2428'
 GC2428'TO REACH THE STATION FROM THE PUBLIC SQUARE IN ELKTON, GO SOUTH ON
 GC2428'STATE HIGHWAY 181 FOR 0.3 MILE TO A ROAD RIGHT, TURN RIGHT AND
 GC2428'GO 0.1 MILE TO THE WATER TANK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2429 ***********************************************************************
 GC2429  DESIGNATION -  ELKTON TODD CO CTHSE CLOCK TWR
 GC2429  PID         -  GC2429
 GC2429  STATE/COUNTY-  KY/TODD
 GC2429  USGS QUAD   -  ELKTON (1982)
 GC2429
 GC2429                         *CURRENT SURVEY CONTROL
 GC2429  ___________________________________________________________________
 GC2429* NAD 83(1993)-  36 48 34.08713(N)    087 09 14.98056(W)     ADJUSTED  
 GC2429* NAVD 88     -                                                        
 GC2429  ___________________________________________________________________
 GC2429  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GC2429  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC2429
 GC2429  HORZ ORDER  -  THIRD
 GC2429
 GC2429.The horizontal coordinates were established by classical geodetic methods
 GC2429.and adjusted by the National Geodetic Survey in December 1995..
 GC2429
 GC2429
 GC2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2429
 GC2429.The geoid height was determined by GEOID03.
 GC2429
 GC2429;                    North         East     Units Scale Factor Converg.
 GC2429;SPC KY1Z     - 1,053,787.956 1,374,697.200   MT  1.00007678   -0 51 43.6
 GC2429;SPC KY1Z     - 3,457,302.65  4,510,152.40   sFT  1.00007678   -0 51 43.6
 GC2429;SPC KY S     -   553,769.575   374,708.327   MT  0.99998705   -0 51 05.7
 GC2429;SPC KY S     - 1,816,825.68  1,229,355.57   sFT  0.99998705   -0 51 05.7
 GC2429;UTM  16      - 4,073,747.532   486,249.183   MT  0.99960233   -0 05 32.5
 GC2429
 GC2429                          SUPERSEDED SURVEY CONTROL
 GC2429
 GC2429  NAD 83(1986)-  36 48 34.09700(N)    087 09 14.98512(W) AD(       ) 4
 GC2429  NAD 27      -  36 48 33.95000(N)    087 09 14.99000(W) AD(       ) 3
 GC2429
 GC2429.Superseded values are not recommended for survey control.
 GC2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2429.See file dsdata.txt to determine how the superseded data were derived.
 GC2429
 GC2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8624973748(NAD 83)
 GC2429_MARKER: 55 = TOWER
 GC2429
 GC2429  HISTORY     - Date     Condition        Report By
 GC2429  HISTORY     - 1950     FIRST OBSERVED   CGS
 GC2429
 GC2429                          STATION DESCRIPTION
 GC2429
 GC2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2429'STATION IS LOCATED IN THE CENTER OF THE PUBLIC SQUARE IN ELKTON.  IT
 GC2429'IS A METAL CLOCKTOWER, PAINTED SILVER WITH A CLOCK ON ALL FOUR
 GC2429'SIDES, IN THE CENTER OF THE ROOF OF A TWO STORY RED BRICK BUILDING.
 GC2429'THE POINT OBSERVED ON WAS THE APEX OF THE ROOF OF THE CLOCKTOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2988 ***********************************************************************
 GZ2988  DESIGNATION -  ELLETT
 GZ2988  PID         -  GZ2988
 GZ2988  STATE/COUNTY-  KY/CASEY
 GZ2988  USGS QUAD   -  YOSEMITE (1979)
 GZ2988
 GZ2988                         *CURRENT SURVEY CONTROL
 GZ2988  ___________________________________________________________________
 GZ2988* NAD 83(1993)-  37 16 49.91122(N)    084 51 39.45323(W)     ADJUSTED  
 GZ2988* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 GZ2988  ___________________________________________________________________
 GZ2988  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 GZ2988  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GZ2988
 GZ2988  HORZ ORDER  -  FIRST
 GZ2988
 GZ2988.The horizontal coordinates were established by classical geodetic methods
 GZ2988.and adjusted by the National Geodetic Survey in December 1995..
 GZ2988
 GZ2988.The orthometric height was scaled from a topographic map.
 GZ2988
 GZ2988.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2988
 GZ2988.The geoid height was determined by GEOID03.
 GZ2988
 GZ2988;                    North         East     Units Scale Factor Converg.
 GZ2988;SPC KY1Z     - 1,105,499.204 1,578,838.880   MT  0.99995865   +0 32 45.0
 GZ2988;SPC KY1Z     - 3,626,958.64  5,179,907.23   sFT  0.99995865   +0 32 45.0
 GZ2988;SPC KY S     -   605,485.146   578,837.899   MT  0.99994584   +0 32 21.0
 GZ2988;SPC KY S     - 1,986,495.85  1,899,070.67   sFT  0.99994584   +0 32 21.0
 GZ2988;UTM  16      - 4,128,138.019   689,633.788   MT  1.00004300   +1 17 45.8
 GZ2988
 GZ2988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2988!SPC KY1Z     -   0.99993940  x   0.99995865  =   0.99989805
 GZ2988!SPC KY S     -   0.99993940  x   0.99994584  =   0.99988524
 GZ2988!UTM  16      -   0.99993940  x   1.00004300  =   0.99998239
 GZ2988
 GZ2988:                Primary Azimuth Mark                     Grid Az
 GZ2988:SPC KY1Z     -  ELLETT AZ MK                             133 45 46.9
 GZ2988:SPC KY S     -  ELLETT AZ MK                             133 46 10.9
 GZ2988:UTM  16      -  ELLETT AZ MK                             133 00 46.1
 GZ2988
 GZ2988|---------------------------------------------------------------------|
 GZ2988| PID    Reference Object                     Distance      Geod. Az  |
 GZ2988|                                                           dddmmss.s |
 GZ2988| DB9255 ELLETT AZ MK                                       1341831.9 |
 GZ2988| DB9256 ELLETT RM 1                          22.680 METERS 13829     |
 GZ2988| GZ2712 DICKERSON                           APPROX.20.9 KM 2280212.1 |
 GZ2988| DB9257 ELLETT RM 2                          17.864 METERS 26651     |
 GZ2988|---------------------------------------------------------------------|
 GZ2988
 GZ2988                          SUPERSEDED SURVEY CONTROL
 GZ2988
 GZ2988  NAD 83(1986)-  37 16 49.92121(N)    084 51 39.46139(W) AD(       ) 1
 GZ2988  NAD 27      -  37 16 49.65500(N)    084 51 39.63600(W) AD(       ) 1
 GZ2988
 GZ2988.Superseded values are not recommended for survey control.
 GZ2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2988.See file dsdata.txt to determine how the superseded data were derived.
 GZ2988
 GZ2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG8963428138(NAD 83)
 GZ2988_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ2988_SETTING: 0 = UNSPECIFIED SETTING
 GZ2988
 GZ2988  HISTORY     - Date     Condition        Report By
 GZ2988  HISTORY     - 1935     MONUMENTED       CGS
 GZ2988  HISTORY     - 1951     GOOD             CGS
 GZ2988
 GZ2988                          STATION DESCRIPTION
 GZ2988
 GZ2988'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GZ2988'STATION IS 6 MILES SE OF LIBERTY, 19-1/2 MILE NW OF SOMERSET, ON THE
 GZ2988'SUMMIT OF A PROMINENT KNOB, WHICH IS BARE ON THE E SIDE AND WOODED
 GZ2988'ON THE SUMMIT AND W SIDE, ON THE PROPERTY OF MR. JOHNNY CAIN.
 GZ2988'
 GZ2988'STATION IS A SMALL CLEARING, 28.2 FEET W
 GZ2988'OF A
 GZ2988'TRIPLE-NOTCHED 6-INCH OAK, 22-1/2 FEET N OF A TRIPLE-NOTCHED 10-INCH
 GZ2988'BLACK OAK, 9.4 FEET SE OF A 5-INCH ASH, AND 7.1 FEET SSW OF A
 GZ2988'4-INCH SASSAFRASS TREE.
 GZ2988'
 GZ2988'STATION MARK IS A STANDARD BRONZE DISK SET IN A BURIED STONE WHICH IS
 GZ2988'ROUGHLY TRIANGULAR, THE SIDES BEING 12 BY 12 BY 6 INCHES, AND
 GZ2988'PROJECTS ABOUT 2 INCHES.
 GZ2988'
 GZ2988'REFERENCE MARK NO.1 IS ESE OF STATION, 3 YARDS S OF A 5-INCH HICKORY
 GZ2988'SNAG. IT IS A STANDARD BRONZE DISK SET IN A SHEET OF OUTCROPPING
 GZ2988'BEDROCK, FLUSH WITH THE GROUND.
 GZ2988'
 GZ2988'REFERENCE MARK NO. 2 IS W OF STATION, 3 YARDS SSE OF A 6-INCH BLACK
 GZ2988'OAK. IT IS A STANDARD BRONZE DISK SET IN A SHEET OF OUTCROPPING
 GZ2988'BEDROCK, 12 INCHES SQUARE, AND FLUSH WITH THE GROUND.
 GZ2988'
 GZ2988'AZIMUTH MARK IS ESE OF STATION IN CLEARED FIELD, SET IN A JAGGED SPUR
 GZ2988'OF A ROCK OUTCROP. SPUR IS ABOUT 1-1/2 FEET IN WIDTH, 3 FEET IN
 GZ2988'LENGTH, AND 3-1/2 FEET HIGH ON THE E SIDE.
 GZ2988'
 GZ2988'TO REACH FROM THE TRAFFIC LIGHT IN LIBERTY, GO S ON STATE HIGHWAY 35,
 GZ2988'FOR 8.15 MILES TO ROAD TO LEFT AT CUMPTONS STORE, TURN LEFT AND GO
 GZ2988'5.6 MILES TO GILPIN POST OFFICE, KEEP STRAIGHT AND GO 0.8 MILE TO
 GZ2988'ROAD TO RIGHT, JUST BEYOND WHITE HOUSE ON LEFT, TURN RIGHT, FORD
 GZ2988'STREAM, AND CONTINUE 1.3 MILES TO A T-ROAD LEFT UP HILL, TURN LEFT
 GZ2988'AND GO 0.25 MILE TO HOME OF MR. CAIN, AND END OF TRUCK TRAVEL.
 GZ2988'STATION IS ON KNOB TO THE NW, ABOUT 0.5 MILE DISTANT.
 GZ2988'
 GZ2988'A 64-FOOT TOWER IS REQUIRED.
 GZ2988
 GZ2988                          STATION RECOVERY (1951)
 GZ2988
 GZ2988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2988'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GZ2988'CONDITION. THE DISTANCE TO R.M. NO.2 DID NOT CHECK. A COMPLETE
 GZ2988'NEW DESCRIPTION FOLLOWS
 GZ2988'
 GZ2988'STATION IS LOCATED ABOUT 19-1/2 MILES NORTHWEST OF SOMERSET AND 6
 GZ2988'MILES SOUTHEAST OF LIBERTY, ON THE HIGHEST POINT OF A PROMINENT,
 GZ2988'WOODED KNOB AND IS ON PROPERTY OWNED BY MR. JOHN CAIN. IT IS 15 FEET
 GZ2988'SOUTHWEST OF A 10 INCH HICKORY TREE WITH A TRIANGLE BLAZE ON THE
 GZ2988'SOUTHWEST SIDE, 7 FEET SOUTH-SOUTHWEST OF ANOTHER 10 INCH HICKORY
 GZ2988'WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND 4 FEET NORTHWEST OF A
 GZ2988'WHITE WITNESS POST. THE SURFACE STATION MARK IS A STANDARD BRONZE
 GZ2988'DISK SET FLUSH IN A DRILL HOLE IN A BURIED TRIANGULAR SHAPED STONE
 GZ2988'WHICH IS ABOUT 12 X 12 X 6 INCHES IN LENGTH ON THE SIDES AND PROJECTS
 GZ2988'ABOUT 2 INCHES. THE DISK IS STAMPED ELLETT 1935.
 GZ2988'
 GZ2988'REFERENCE MARK NO. 1 IS SOUTHEAST OF AND ABOUT 6 FEET LOWER IN
 GZ2988'ELEVATION THAN THE STATION. THE DISK IS SET FLUSH IN A DRILL HOLE
 GZ2988'IN BEDROCK WHICH IS FLUSH WITH THE GROUND AND IS STAMPED ELLETT NO.1
 GZ2988'1935.
 GZ2988'
 GZ2988'REFERENCE MARK NO. 2 IS WEST OF AND ABOUT 5 FEET LOWER IN ELEVATION
 GZ2988'THAN THE STATION. IT IS 10 FEET SOUTHEAST OF A 12 INCH OAK TREE
 GZ2988'WITH A TRIANGLE BLAZE ON THE SOUTHEAST SIDE. THE DISK IS SET FLUSH IN
 GZ2988'A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND AND IS
 GZ2988'STAMPED ELLETT NO. 2 1935.
 GZ2988'
 GZ2988'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, IN AN OPEN FIELD. THE
 GZ2988'DISK IS SET FLUSH IN A ROCK LEDGE ABOUT 10 FEET LONG, 3 FEET
 GZ2988'WIDE AND PROJECTS ABOUT 3 FEET ON THE EAST SIDE. THE DISK IS STAMPED
 GZ2988'ELLETT 1935.
 GZ2988'
 GZ2988'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 80 AND 35
 GZ2988'WHICH IS ABOUT 1 MILE NORTHEAST OF RUSSELL SPRINGS, GO NORTHEAST ON
 GZ2988'HIGHWAY 35 FOR 10.75 MILES TO THE TOWN OF DUNNVILLE, CONTINUE
 GZ2988'NORTHEAST ON HIGHWAY 35 FOR 3.2 MILES TO A Y FORK, TURN RIGHT AND GO
 GZ2988'EAST ON PAVED ROAD FOR 0.5 MILE TO PHIL POST OFFICE ON LEFT AND WHERE
 GZ2988'PAVED ROAD TURNS RIGHT, CONTINUE EAST ON GRAVEL ROAD FOR 5.2 MILES
 GZ2988'TO AN IRON BRIDGE JUST AFTER PASSING THROUGH GILPIN, CONTINUE EAST
 GZ2988'AND NORTH FOR 0.75 MILE TO A 2 STORY CONCRETE BLOCK GARAGE APARTMENT
 GZ2988'AND WHITE HOUSE ON LEFT, CONTINUE FOR 0.05 MILE TO A T FARM ROAD ON
 GZ2988'THE RIGHT, ACROSS STREAM AND FOLLOW STREAM ROAD IN AN EASTERLY
 GZ2988'DIRECTION FOR 0.3 MILE, TURN LEFT OUT OF STREAM AND CONTINUE
 GZ2988'EASTERLY ON DIRT ROAD FOR 1.0 MILE TO A T ROAD LEFT, JUST AFTER
 GZ2988'PASSING A HOUSE AND BARN ON THE RIGHT, TURN LEFT, NORTH UP HILL FOR
 GZ2988'0.25 MILE TO HOME OF MR. CAIN, CONTINUE NORTH TO BARN, THENCE WEST
 GZ2988'AND NORTH ACROSS FIELD FOR ABOUT 0.5 MILE TO HIGHEST POINT OF HILL
 GZ2988'AND STATION AS DESCRIBED.
 GZ2988'
 GZ2988'*HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1127 ***********************************************************************
 HZ1127  DESIGNATION -  ELLIS
 HZ1127  PID         -  HZ1127
 HZ1127  STATE/COUNTY-  KY/SHELBY
 HZ1127  USGS QUAD   -  NORTH PLEASUREVILLE (1984)
 HZ1127
 HZ1127                         *CURRENT SURVEY CONTROL
 HZ1127  ___________________________________________________________________
 HZ1127* NAD 83(1993)-  38 15 18.45739(N)    085 02 37.37805(W)     ADJUSTED  
 HZ1127* NAVD 88     -       282.315  (meters)     926.23   (feet)  ADJUSTED  
 HZ1127  ___________________________________________________________________
 HZ1127  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 HZ1127  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ1127  DYNAMIC HT  -         282.117 (meters)     925.58  (feet)  COMP
 HZ1127  MODELED GRAV-     979,920.4   (mgal)                       NAVD 88
 HZ1127
 HZ1127  HORZ ORDER  -  SECOND
 HZ1127  VERT ORDER  -  FIRST     CLASS II
 HZ1127
 HZ1127.The horizontal coordinates were established by classical geodetic methods
 HZ1127.and adjusted by the National Geodetic Survey in December 1995..
 HZ1127
 HZ1127.The orthometric height was determined by differential leveling
 HZ1127.and adjusted by the National Geodetic Survey in June 1991..
 HZ1127
 HZ1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1127
 HZ1127.The geoid height was determined by GEOID03.
 HZ1127
 HZ1127.The dynamic height is computed by dividing the NAVD 88
 HZ1127.geopotential number by the normal gravity value computed on the
 HZ1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1127.degrees latitude (g = 980.6199 gals.).
 HZ1127
 HZ1127.The modeled gravity was interpolated from observed gravity values.
 HZ1127
 HZ1127;                    North         East     Units Scale Factor Converg.
 HZ1127;SPC KY1Z     - 1,213,521.257 1,561,814.001   MT  0.99992673   +0 26 01.1
 HZ1127;SPC KY1Z     - 3,981,360.99  5,124,051.43   sFT  0.99992673   +0 26 01.1
 HZ1127;SPC KY N     -    84,115.851   430,531.191   MT  0.99996890   -0 29 37.5
 HZ1127;SPC KY N     -   275,970.09  1,412,501.08   sFT  0.99996890   -0 29 37.5
 HZ1127;UTM  16      - 4,235,932.192   671,167.593   MT  0.99996084   +1 12 41.6
 HZ1127
 HZ1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1127!SPC KY1Z     -   0.99996097  x   0.99992673  =   0.99988770
 HZ1127!SPC KY N     -   0.99996097  x   0.99996890  =   0.99992987
 HZ1127!UTM  16      -   0.99996097  x   0.99996084  =   0.99992181
 HZ1127
 HZ1127:                Primary Azimuth Mark                     Grid Az
 HZ1127:SPC KY1Z     -  ELLIS AZ MK                              070 55 53.3
 HZ1127:SPC KY N     -  ELLIS AZ MK                              071 51 31.9
 HZ1127:UTM  16      -  ELLIS AZ MK                              070 09 12.8
 HZ1127
 HZ1127|---------------------------------------------------------------------|
 HZ1127| PID    Reference Object                     Distance      Geod. Az  |
 HZ1127|                                                           dddmmss.s |
 HZ1127| CG8590 ELLIS AZ MK                                        0712154.4 |
 HZ1127| HZ1129 ELLIS RM 2                                         18020     |
 HZ1127| HZ1128 ELLIS RM 1                                         30631     |
 HZ1127|---------------------------------------------------------------------|
 HZ1127
 HZ1127                          SUPERSEDED SURVEY CONTROL
 HZ1127
 HZ1127  NAD 83(1986)-  38 15 18.46055(N)    085 02 37.38356(W) AD(       ) 2
 HZ1127  NAD 27      -  38 15 18.20900(N)    085 02 37.55200(W) AD(       ) 2
 HZ1127  NGVD 29 (??/??/92)  282.468  (m)          926.73   (f) ADJ UNCH    1 2
 HZ1127
 HZ1127.Superseded values are not recommended for survey control.
 HZ1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1127.See file dsdata.txt to determine how the superseded data were derived.
 HZ1127
 HZ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH7116835932(NAD 83)
 HZ1127_MARKER: DS = TRIANGULATION STATION DISK
 HZ1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1127_STAMPING: ELLIS 1935
 HZ1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1127+STABILITY: SURFACE MOTION
 HZ1127
 HZ1127  HISTORY     - Date     Condition        Report By
 HZ1127  HISTORY     - 1935     MONUMENTED       CGS
 HZ1127  HISTORY     - 1949     GOOD             NGS
 HZ1127  HISTORY     - 1953     MARK NOT FOUND   CGS
 HZ1127
 HZ1127                          STATION DESCRIPTION
 HZ1127
 HZ1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ1127'STATION IS ABOUT 1 MILE ESE OF BAGDAD, 10 MILES NNW OF FRANKFORT, 0.2
 HZ1127'MILE S OF CROSSROADS AT LOUISVILLE AND NASHVILLE RAILROAD AND 50
 HZ1127'YARDS NE OF ELLISS FARMHOUSE. THE STATION MARK IS 7 FEET W OF FENCE
 HZ1127'LINE, 35 FEET SE OF THE CENTER LINE OF ROAD ON CURVE, 9 FEET S
 HZ1127'OF BACK SIDE OF DOUBLE GARAGE, FLUSH WITH THE GROUND.
 HZ1127'
 HZ1127'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ1127'DISKS SET IN CONCRETE.
 HZ1127'
 HZ1127'REFERENCE MARK NO. 1 IS WNW OF THE STATION, ACROSS ROAD AND TWO
 HZ1127'FENCES, 1 FOOT ESE OF THIRD FENCE, 15 FEET SSW OF FENCE
 HZ1127'JUNCTION, 35 FEET SW OF SW CORNER OF SMALL HOUSE AND PROJECTS ABOUT 1
 HZ1127'INCH.
 HZ1127'
 HZ1127'REFERENCE MARK NO. 2 IS S OF THE STATION ALONG FENCE LINE AND 2 FEET
 HZ1127'W OF SAME, 36 FEET S OF FENCE JUNCTION AND PROJECTS ABOUT 2 INCHES.
 HZ1127'
 HZ1127'AZIMUTH MARK IS ENE OF THE STATION, ACROSS RAILROAD TRACKS, 15 FEET
 HZ1127'NE OF CENTER LINE OF ROAD, 2-1/2 FEET SW OF FENCE LINE, ABOUT 500
 HZ1127'FEET SE OF OVERHEAD BRIDGE, FLUSH WITH THE GROUND.
 HZ1127'
 HZ1127'TO REACH THE STATION FROM SHELBYVILLE AT THE POST OFFICE, GO N ON
 HZ1127'STATE HIGHWAY 55 FOR 1.65 MILES TO FORKS. TAKE RIGHT FORK,
 HZ1127'LEAVING HIGHWAY 55, WITH SIGN BAGDAD 10 MILES AND FOLLOW MACADAM ROAD
 HZ1127'E FOR 4.5 MILES TO MACADAM T-ROAD LEFT. KEEP STRAIGHT AHEAD FOR
 HZ1127'4.8 MILES TO T-INTERSECTION IN BAGDAD. TURN LEFT FOR ABOUT 250 YARDS
 HZ1127'AND TURN RIGHT WITH MAIN ROAD. GO ABOUT 0.05 MILE TO T-ROAD
 HZ1127'LEFT ACROSS RAILROAD TRACKS. KEEP STRAIGHT AHEAD FOR 0.85 MILE TO T
 HZ1127'INTERSECTION. TURN RIGHT AND GO 0.1 MILE TO TOP OF HILL AND
 HZ1127'STATION ON LEFT.
 HZ1127'
 HZ1127'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 HZ1127'
 HZ1127'NO NATURAL OBJECTS VISIBLE FROM THE GROUND.
 HZ1127
 HZ1127                          STATION RECOVERY (1949)
 HZ1127
 HZ1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 HZ1127'3.6 MI SE FROM CHRISTIANBURG.
 HZ1127'ABOUT 3.5 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1127'RAILROAD FROM THE STATION AT CHRISTIANBURG, THENCE ABOUT 0.15
 HZ1127'MILE SOUTH ALONG A GRAVEL ROAD, AT THE RESIDENCE OF MARVIN ELLIS,
 HZ1127'ABOUT 0.15 MILE SOUTH OF THE OVERPASS OF STATE HIGHWAY 12 OVER
 HZ1127'THE TRACKS, 187 FEET SOUTHEAST OF R.M. NO. 1, 99.8 FEET WEST OF
 HZ1127'THE SOUTHWEST CORNER OF A BARN, 74 FEET NORTH OF R.M. NO. 2,
 HZ1127'18 FEET EAST OF THE EAST FACE OF AN OLD BARN, 7 1/2 FEET WEST OF A
 HZ1127'FENCE LINE, 8 FEET SOUTH OF THE SOUTH FACE OF A DOUBLE GARAGE,
 HZ1127'1.8 FEET WEST OF THE WEST FACE OF AN OUTDOOR TOILET, 1 1/2 FEET
 HZ1127'WEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 HZ1127'CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 HZ1127
 HZ1127                          STATION RECOVERY (1953)
 HZ1127
 HZ1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 HZ1127'ROAD HAS BEEN WIDENED AND AZIMUTH MARK HAS PROBABLY BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2504 ***********************************************************************
 HY2504  DESIGNATION -  ELLIS
 HY2504  PID         -  HY2504
 HY2504  STATE/COUNTY-  KY/BRACKEN
 HY2504  USGS QUAD   -  GERMANTOWN (1952)
 HY2504
 HY2504                         *CURRENT SURVEY CONTROL
 HY2504  ___________________________________________________________________
 HY2504* NAD 83(1993)-  38 37 55.97122(N)    083 58 54.36833(W)     ADJUSTED  
 HY2504* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 HY2504  ___________________________________________________________________
 HY2504  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 HY2504  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HY2504
 HY2504  HORZ ORDER  -  FIRST
 HY2504
 HY2504.The horizontal coordinates were established by classical geodetic methods
 HY2504.and adjusted by the National Geodetic Survey in April 1998..
 HY2504
 HY2504.The orthometric height was scaled from a topographic map.
 HY2504
 HY2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2504
 HY2504.The geoid height was determined by GEOID03.
 HY2504
 HY2504;                    North         East     Units Scale Factor Converg.
 HY2504;SPC KY1Z     - 1,256,602.599 1,653,954.846   MT  0.99999188   +1 05 08.2
 HY2504;SPC KY1Z     - 4,122,703.69  5,426,350.19   sFT  0.99999188   +1 05 08.2
 HY2504;SPC KY N     -   125,707.545   523,354.877   MT  0.99996621   +0 10 00.7
 HY2504;SPC KY N     -   412,425.50  1,717,040.13   sFT  0.99996621   +0 10 00.7
 HY2504;UTM  17      - 4,280,182.954   240,445.981   MT  1.00042969   -1 51 45.4
 HY2504;UTM  16      - 4,280,286.824   762,728.579   MT  1.00045011   +1 53 07.5
 HY2504
 HY2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2504!SPC KY1Z     -   0.99995919  x   0.99999188  =   0.99995107
 HY2504!SPC KY N     -   0.99995919  x   0.99996621  =   0.99992540
 HY2504!UTM  17      -   0.99995919  x   1.00042969  =   1.00038886
 HY2504!UTM  16      -   0.99995919  x   1.00045011  =   1.00040928
 HY2504
 HY2504:                Primary Azimuth Mark                     Grid Az
 HY2504:SPC KY1Z     -  ELLIS AZ MK RESET                        053 39 25.8
 HY2504:SPC KY N     -  ELLIS AZ MK RESET                        054 34 33.3
 HY2504:UTM  17      -  ELLIS AZ MK RESET                        056 36 19.4
 HY2504:UTM  16      -  ELLIS AZ MK RESET                        052 51 26.5
 HY2504
 HY2504|---------------------------------------------------------------------|
 HY2504| PID    Reference Object                     Distance      Geod. Az  |
 HY2504|                                                           dddmmss.s |
 HY2504| DB9259 ELLIS AZ MK RESET                                  0544434.0 |
 HY2504| DB9258 ELLIS AZ MK                                        0573220.3 |
 HY2504| DB9260 ELLIS RM 1                           40.740 METERS 06830     |
 HY2504| HY2498 SHANNON                             APPROX.13.1 KM 1251524.7 |
 HY2504| DB9261 ELLIS RM 2                           22.954 METERS 33651     |
 HY2504|---------------------------------------------------------------------|
 HY2504
 HY2504                          SUPERSEDED SURVEY CONTROL
 HY2504
 HY2504  NAD 83(1993)-  38 37 55.97182(N)    083 58 54.36897(W) AD(       ) 1
 HY2504  NAD 83(1986)-  38 37 55.97826(N)    083 58 54.37800(W) AD(       ) 1
 HY2504  NAD 27      -  38 37 55.71000(N)    083 58 54.64000(W) AD(       ) 1
 HY2504
 HY2504.Superseded values are not recommended for survey control.
 HY2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2504.See file dsdata.txt to determine how the superseded data were derived.
 HY2504
 HY2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4044680183(NAD 83)
 HY2504_MARKER: DS = TRIANGULATION STATION DISK
 HY2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2504
 HY2504  HISTORY     - Date     Condition        Report By
 HY2504  HISTORY     - 1935     MONUMENTED       CGS
 HY2504  HISTORY     - 1953     GOOD             CGS
 HY2504  HISTORY     - 1954     GOOD             CGS
 HY2504
 HY2504                          STATION DESCRIPTION
 HY2504
 HY2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HY2504'STATION IS ABOUT 1/2 MILE NW OF THE MASON COUNTY LINE, 2 MILES SSW OF
 HY2504'GERMANTOWN, 5-1/4 MILES SE OF BROOKSVILLE ON THE PROPERTY OF CLAY
 HY2504'ELLIS.
 HY2504'
 HY2504'STATION IS FLUSH WITH THE GROUND.  IT IS 27.1 FEET S OF SW CORNER OF
 HY2504'TOBACCO BARN, 47.7 FEET SW OF SE CORNER OF BARN, 8.5 FEET NW OF NS
 HY2504'WIRE FENCE LINE ABOUT 120 FEET E OF FENCE CORNER, 27 FEET N OF CENTER
 HY2504'LINE OF PAVED ROAD.
 HY2504'
 HY2504'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HY2504'DISKS SET IN CONCRETE.
 HY2504'
 HY2504'REFERENCE MARK NO.1 IS NE OF STATION, PROJECTS ABOUT 3 INCHES ABOVE
 HY2504'THE GROUND, 5.9 FEET W OF W GATEPOST, 16 FEET NE OF TELEPHONE POLE
 HY2504'ABOUT 98 FEET SE OF SE CORNER OF BARN.
 HY2504'
 HY2504'REFERENCE MARK NO.2 IS N OF STATION, PROJECTS ABOUT 4 INCHES ABOVE
 HY2504'THE GROUND, 2 FEET SW OF NW CORNER OF BARN, 48 FEET N OF SW CORNER OF
 HY2504'BARN.
 HY2504'
 HY2504'AZIMUTH MARK IS N OF STATION, 39 FEET E OF CENTER LINE OF MT. OLIVET
 HY2504'ROAD, 44 FEET W OF GARAGE DOOR, 21 FEET S OF GASOLINE PUMP, ABOUT
 HY2504'110 FEET N OF ROAD FORKS AT CHURCH, PROJECTS ABOUT 3 INCHES.
 HY2504'
 HY2504'TO REACH STATION FROM BROOKSVILLE--TAKE HIGHWAY 10 E FOR 6.4 MILES
 HY2504'AND TURN RIGHT (S) AT GERMANTOWN ON THE MT. OLIVET ROAD (PAVED) FOR
 HY2504'1.85 MILES AND TAKE RIGHT PAVED ROAD AT FORKS AT TWO LICK BAPTIST
 HY2504'CHURCH IN ANGLE OF FORKS, PROCEED 200 YARDS TO TOP OF GRADE AT RED
 HY2504'GATE AND BARN ON RIGHT AND STATION.
 HY2504'
 HY2504'A 77 FOOT TOWER WILL CLEAR ALL LINES.
 HY2504'
 HY2504'NO NATURAL OBJECTS VISIBLE FROM THE GROUND.
 HY2504
 HY2504                          STATION RECOVERY (1953)
 HY2504
 HY2504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2504'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 HY2504'THE DISTANCES TO THE REFERENCE MARKS AND THE AZIMUTH MARK CHECKED.
 HY2504'THE DIRECTION TO REFERENCE MARK NO.1 CHECKED BUT THE DIRECTIONS TO
 HY2504'REFERENCE MARK NO.2 AND THE AZIMUTH MARK DID NOT CHECK.  NEW
 HY2504'DIRECTIONS TO REACH THE STATION FOLLOW--
 HY2504'
 HY2504'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 165
 HY2504'IN GERMANTOWN, GO SOUTHWEST ON HIGHWAY 165 FOR 1.8 MILES TO THE
 HY2504'JUNCTION OF STATE HIGHWAY 616 AND THE AZIMUTH MARK ON THE LEFT.
 HY2504'CONTINUE ON HIGHWAY 165 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 HY2504'
 HY2504'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HY2504
 HY2504                          STATION RECOVERY (1954)
 HY2504
 HY2504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2504'THE STATION WAS RECOVERED AS DESCRIBED IN 1953 AND ALL MARKS WERE
 HY2504'FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS ADDED AT THIS TIME
 HY2504'AND IS DESCRIBED AS FOLLOWS.
 HY2504'
 HY2504'THE AZIMUTH MARK IS 44 FEET EAST OF THE CENTER OF STATE HIGHWAY 165,
 HY2504'42 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE AND 1 FOOT
 HY2504'SOUTH OF A WHITE BOARD FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HY2504'STAMPED ELLIS 1935 RESET 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1128 ***********************************************************************
 HZ1128  DESIGNATION -  ELLIS RM 1
 HZ1128  PID         -  HZ1128
 HZ1128  STATE/COUNTY-  KY/SHELBY
 HZ1128  USGS QUAD   -  NORTH PLEASUREVILLE (1984)
 HZ1128
 HZ1128                         *CURRENT SURVEY CONTROL
 HZ1128  ___________________________________________________________________
 HZ1128* NAD 83(1986)-  38 15 18.     (N)    085 02 37.     (W)     SCALED    
 HZ1128* NAVD 88     -       280.908  (meters)     921.61   (feet)  ADJUSTED  
 HZ1128  ___________________________________________________________________
 HZ1128  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ1128  DYNAMIC HT  -         280.711 (meters)     920.97  (feet)  COMP
 HZ1128  MODELED GRAV-     979,920.4   (mgal)                       NAVD 88
 HZ1128
 HZ1128  VERT ORDER  -  FIRST     CLASS II
 HZ1128
 HZ1128.The horizontal coordinates were scaled from a topographic map and have
 HZ1128.an estimated accuracy of +/- 6 seconds.
 HZ1128
 HZ1128.The orthometric height was determined by differential leveling
 HZ1128.and adjusted by the National Geodetic Survey in June 1991..
 HZ1128
 HZ1128.The geoid height was determined by GEOID03.
 HZ1128
 HZ1128.The dynamic height is computed by dividing the NAVD 88
 HZ1128.geopotential number by the normal gravity value computed on the
 HZ1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1128.degrees latitude (g = 980.6199 gals.).
 HZ1128
 HZ1128.The modeled gravity was interpolated from observed gravity values.
 HZ1128
 HZ1128;                    North         East    Units  Estimated Accuracy
 HZ1128;SPC KY1Z     - 1,213,510.    1,561,820.      MT  (+/- 180 meters Scaled)
 HZ1128
 HZ1128                          SUPERSEDED SURVEY CONTROL
 HZ1128
 HZ1128  NGVD 29 (??/??/92)  281.060  (m)          922.11   (f) ADJ UNCH    1 2
 HZ1128
 HZ1128.Superseded values are not recommended for survey control.
 HZ1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1128.See file dsdata.txt to determine how the superseded data were derived.
 HZ1128
 HZ1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH711359(NAD 83)
 HZ1128_MARKER: DR = REFERENCE MARK DISK
 HZ1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1128_STAMPING: ELIS NO 1 1935
 HZ1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1128+STABILITY: SURFACE MOTION
 HZ1128
 HZ1128  HISTORY     - Date     Condition        Report By
 HZ1128  HISTORY     - 1935     MONUMENTED       CGS
 HZ1128  HISTORY     - 1949     GOOD             NGS
 HZ1128
 HZ1128                          STATION DESCRIPTION
 HZ1128
 HZ1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ1128'3.6 MI SE FROM CHRISTIAN.
 HZ1128'ABOUT 3.5 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1128'RAILROAD FROM THE STATION AT CHRISTIANBURG, THENCE ABOUT 0.15
 HZ1128'MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 0.15 MILE SOUTH OF THE
 HZ1128'OVERPASS OF STATE HIGHWAY 12 OVER THE TRACK, AT THE RESIDENCE
 HZ1128'OF MARVIN ELLIS, 187 FEET NORTHWEST AND ACROSS THE ROAD FROM THE
 HZ1128'STATION MARK, 44 1/2 FEET WEST OF THE WEST CORNER OF STONE
 HZ1128'CHIMNEY OF IMITATION TAN BRICK HOUSE, 26 FEET SOUTHWEST OF A
 HZ1128'FENCE CORNER, 8 FEET NORTHEAST AND ACROSS FENCE FROM A POWER
 HZ1128'POLE, 3/4 FEET SOUTHEAST OF FENCE LINE, 1 FOOT NORTHEAST OF A
 HZ1128'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 HZ1128'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1129 ***********************************************************************
 HZ1129  DESIGNATION -  ELLIS RM 2
 HZ1129  PID         -  HZ1129
 HZ1129  STATE/COUNTY-  KY/SHELBY
 HZ1129  USGS QUAD   -  NORTH PLEASUREVILLE (1984)
 HZ1129
 HZ1129                         *CURRENT SURVEY CONTROL
 HZ1129  ___________________________________________________________________
 HZ1129* NAD 83(1986)-  38 15 18.     (N)    085 02 38.     (W)     SCALED    
 HZ1129* NAVD 88     -       281.849  (meters)     924.70   (feet)  ADJUSTED  
 HZ1129  ___________________________________________________________________
 HZ1129  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ1129  DYNAMIC HT  -         281.651 (meters)     924.05  (feet)  COMP
 HZ1129  MODELED GRAV-     979,920.4   (mgal)                       NAVD 88
 HZ1129
 HZ1129  VERT ORDER  -  FIRST     CLASS II
 HZ1129
 HZ1129.The horizontal coordinates were scaled from a topographic map and have
 HZ1129.an estimated accuracy of +/- 6 seconds.
 HZ1129
 HZ1129.The orthometric height was determined by differential leveling
 HZ1129.and adjusted by the National Geodetic Survey in June 1991..
 HZ1129
 HZ1129.The geoid height was determined by GEOID03.
 HZ1129
 HZ1129.The dynamic height is computed by dividing the NAVD 88
 HZ1129.geopotential number by the normal gravity value computed on the
 HZ1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1129.degrees latitude (g = 980.6199 gals.).
 HZ1129
 HZ1129.The modeled gravity was interpolated from observed gravity values.
 HZ1129
 HZ1129;                    North         East    Units  Estimated Accuracy
 HZ1129;SPC KY1Z     - 1,213,510.    1,561,800.      MT  (+/- 180 meters Scaled)
 HZ1129
 HZ1129                          SUPERSEDED SURVEY CONTROL
 HZ1129
 HZ1129  NGVD 29 (??/??/92)  282.001  (m)          925.20   (f) ADJ UNCH    1 2
 HZ1129
 HZ1129.Superseded values are not recommended for survey control.
 HZ1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1129.See file dsdata.txt to determine how the superseded data were derived.
 HZ1129
 HZ1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH711359(NAD 83)
 HZ1129_MARKER: DR = REFERENCE MARK DISK
 HZ1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1129_STAMPING: ELIS NO 2 1935
 HZ1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1129+STABILITY: SURFACE MOTION
 HZ1129
 HZ1129  HISTORY     - Date     Condition        Report By
 HZ1129  HISTORY     - 1935     MONUMENTED       CGS
 HZ1129  HISTORY     - 1949     GOOD             NGS
 HZ1129
 HZ1129                          STATION DESCRIPTION
 HZ1129
 HZ1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ1129'3.6 MI SE FROM CHRISTIANBURG.
 HZ1129'ABOUT 3.5 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1129'RAILROAD FROM THE STATION AT CHRISTIANBURG, THENCE ABOUT 0.15
 HZ1129'MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 0.15 MILE SOUTH OF THE
 HZ1129'OVERPASS OF STATE HIGHWAY 12 OVER THE TRACK, AT THE RESIDENCE
 HZ1129'OF MARVIN ELLIS, 99 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HZ1129'BARN, 74 FEET SOUTH OF THE STATION MARK, 30 FEET SOUTH-SOUTHEAST
 HZ1129'OF A POWER POLE WITH METER, 13 1/2 FEET EAST OF THE SOUTHEAST
 HZ1129'CORNER OF A TOOL HOUSE, 4 1/2 FEET NORTH OF A 6-INCH PLUM TREE,
 HZ1129'1 1/2 FEET WEST OF A FENCE LINE, 1 FOOT WEST OF A WHITE WOODEN
 HZ1129'WITNESS POST, ABOUT 2 FEET BELOW THE STATION MARK AND SET IN
 HZ1129'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2504 ***********************************************************************
 HZ2504  DESIGNATION -  ELMVILLE
 HZ2504  PID         -  HZ2504
 HZ2504  STATE/COUNTY-  KY/FRANKLIN
 HZ2504  USGS QUAD   -  SWITZER (1987)
 HZ2504
 HZ2504                         *CURRENT SURVEY CONTROL
 HZ2504  ___________________________________________________________________
 HZ2504* NAD 83(1993)-  38 20 11.31255(N)    084 47 38.33452(W)     ADJUSTED  
 HZ2504* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 HZ2504  ___________________________________________________________________
 HZ2504  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HZ2504  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HZ2504
 HZ2504  HORZ ORDER  -  SECOND
 HZ2504
 HZ2504.The horizontal coordinates were established by classical geodetic methods
 HZ2504.and adjusted by the National Geodetic Survey in December 1995..
 HZ2504
 HZ2504.The orthometric height was scaled from a topographic map.
 HZ2504
 HZ2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2504
 HZ2504.The geoid height was determined by GEOID03.
 HZ2504
 HZ2504;                    North         East     Units Scale Factor Converg.
 HZ2504;SPC KY1Z     - 1,222,744.700 1,583,577.599   MT  0.99993711   +0 35 13.0
 HZ2504;SPC KY1Z     - 4,011,621.57  5,195,454.17   sFT  0.99993711   +0 35 13.0
 HZ2504;SPC KY N     -    92,986.537   452,441.827   MT  0.99996467   -0 20 18.2
 HZ2504;SPC KY N     -   305,073.33  1,484,386.23   sFT  0.99996467   -0 20 18.2
 HZ2504;UTM  16      - 4,245,451.712   692,805.302   MT  1.00005783   +1 22 07.6
 HZ2504
 HZ2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2504!SPC KY1Z     -   0.99996123  x   0.99993711  =   0.99989835
 HZ2504!SPC KY N     -   0.99996123  x   0.99996467  =   0.99992590
 HZ2504!UTM  16      -   0.99996123  x   1.00005783  =   1.00001906
 HZ2504
 HZ2504|---------------------------------------------------------------------|
 HZ2504| PID    Reference Object                     Distance      Geod. Az  |
 HZ2504|                                                           dddmmss.s |
 HZ2504| DB9263 ELMVILLE RM 1                        29.252 METERS 02041     |
 HZ2504| DB9264 ELMVILLE RM 2                        25.542 METERS 27619     |
 HZ2504| DB9262 ELMVILLE AZ MK                                     3575219.9 |
 HZ2504|---------------------------------------------------------------------|
 HZ2504
 HZ2504                          SUPERSEDED SURVEY CONTROL
 HZ2504
 HZ2504  NAD 83(1986)-  38 20 11.31688(N)    084 47 38.34300(W) AD(       ) 2
 HZ2504  NAD 27      -  38 20 11.06300(N)    084 47 38.52700(W) AD(       ) 2
 HZ2504
 HZ2504.Superseded values are not recommended for survey control.
 HZ2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2504.See file dsdata.txt to determine how the superseded data were derived.
 HZ2504
 HZ2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH9280545452(NAD 83)
 HZ2504_MARKER: DS = TRIANGULATION STATION DISK
 HZ2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2504
 HZ2504  HISTORY     - Date     Condition        Report By
 HZ2504  HISTORY     - 1949     MONUMENTED       CGS
 HZ2504  HISTORY     - 1963     GOOD             CGS
 HZ2504
 HZ2504                          STATION DESCRIPTION
 HZ2504
 HZ2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2504'STATION IS LOCATED ABOUT 13 MILES SOUTH OF OWENTON, 10 MILES NORTH OF
 HZ2504'FRANKFORT AND 7 MILES SOUTHEAST OF MONTEREY.  IT IS 22 FEET
 HZ2504'NORTHEAST OF A TRIANGLE BLAZED OAK TREE, 19 FEET NORTH OF A FENCE
 HZ2504'LINE AND 18 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 HZ2504'ABOUT 8 INCHES AND THE DISK IS STAMPED ELMVILLE 1949.
 HZ2504'
 HZ2504'REFERENCE MARK NO.1 IS SET FLUSH IN A BOULDER.  THE DISK IS STAMPED
 HZ2504'ELMVILLE NO 1 1949.
 HZ2504'
 HZ2504'REFERENCE MARK NO.2 IS SET FLUSH IN A BOULDER.  THE DISK IS STAMPED
 HZ2504'ELMVILLE NO 2 1949.
 HZ2504'
 HZ2504'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTH OF STATION, 30 FEET
 HZ2504'SOUTH OF CENTER OF A DIRT ROAD AND 3 FEET WEST OF A WHITE WITNESS
 HZ2504'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HZ2504'ELMVILLE 1949.
 HZ2504'
 HZ2504'TO REACH STATION FROM MONTEREY, GO SOUTH ON STATE HIGHWAY 35 FOR 2.9
 HZ2504'MILES TO THE JUNCTION OF STATE HIGHWAY 368, TURN LEFT ON HIGHWAY 368
 HZ2504'AND GO SOUTH EAST FOR 4.2 MILES TO A STORE ON LEFT, CONTINUE AHEAD
 HZ2504'ON GRAVEL ROAD FOR 2.9 MILES TO A NARROW GRAVEL ROAD RIGHT AND
 HZ2504'CONCRETE BRIDGE, TURN RIGHT ACROSS BRIDGE AND GO WEST FOR 1.6 MILES
 HZ2504'TO A ROCK WALL ON BOTH SIDES OF ROAD, TURN RIGHT, (SHARP RIGHT JUST
 HZ2504'BEYOND ROCK WALL) AND GO UPHILL FOR 0.15 MILE TO A Y JUNCTION, TURN
 HZ2504'RIGHT AND GO NORTH AND WEST FOR 1.9 MILES TO A TRIANGLE BLAZED TREE
 HZ2504'ON THE RIGHT, CONTINUE AHEAD ON DIRT ROAD FOR 0.05 MILE TO A DIRT
 HZ2504'TRAIL SHARP LEFT UPHILL THROUGH A GATE, TURN LEFT AND GO ABOUT 0.05
 HZ2504'MILE TO THE STATION AS DESCRIBED.
 HZ2504'
 HZ2504'TO REACH AZIMUTH MARK FROM THE STATION, GO TO THE DIRT ROAD, TURN
 HZ2504'LEFT AND GO 0.25 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 HZ2504'
 HZ2504'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2504
 HZ2504                          STATION RECOVERY (1963)
 HZ2504
 HZ2504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HRW)
 HZ2504'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  STATION IS 285
 HZ2504'FEET W OF CENTER OF N S DIRT ROAD AND 19 FEET N OF A E W FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3243 ***********************************************************************
 GY3243  DESIGNATION -  ELSIE
 GY3243  PID         -  GY3243
 GY3243  STATE/COUNTY-  KY/MAGOFFIN
 GY3243  USGS QUAD   -  WHITE OAK (1965)
 GY3243
 GY3243                         *CURRENT SURVEY CONTROL
 GY3243  ___________________________________________________________________
 GY3243* NAD 83(1993)-  37 47 53.06694(N)    083 07 57.18762(W)     ADJUSTED  
 GY3243* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 GY3243  ___________________________________________________________________
 GY3243  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 GY3243  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GY3243
 GY3243  HORZ ORDER  -  SECOND
 GY3243
 GY3243.The horizontal coordinates were established by classical geodetic methods
 GY3243.and adjusted by the National Geodetic Survey in December 1995..
 GY3243
 GY3243.The orthometric height was scaled from a topographic map.
 GY3243
 GY3243.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3243
 GY3243.The geoid height was determined by GEOID03.
 GY3243
 GY3243;                    North         East     Units Scale Factor Converg.
 GY3243;SPC KY1Z     - 1,165,792.699 1,730,473.910   MT  0.99990587   +1 36 25.2
 GY3243;SPC KY1Z     - 3,824,771.55  5,677,396.49   sFT  0.99990587   +1 36 25.2
 GY3243;SPC KY S     -   665,745.695   730,491.295   MT  0.99997811   +1 35 14.6
 GY3243;SPC KY S     - 2,184,200.67  2,396,620.19   sFT  0.99997811   +1 35 14.6
 GY3243;SPC KY N     -    33,682.353   598,417.224   MT  1.00002979   +0 41 42.5
 GY3243;SPC KY N     -   110,506.19  1,963,307.18   sFT  1.00002979   +0 41 42.5
 GY3243;UTM  17      - 4,185,553.360   312,244.511   MT  1.00003421   -1 18 26.6
 GY3243
 GY3243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3243!SPC KY1Z     -   0.99994265  x   0.99990587  =   0.99984852
 GY3243!SPC KY S     -   0.99994265  x   0.99997811  =   0.99992076
 GY3243!SPC KY N     -   0.99994265  x   1.00002979  =   0.99997244
 GY3243!UTM  17      -   0.99994265  x   1.00003421  =   0.99997686
 GY3243
 GY3243|---------------------------------------------------------------------|
 GY3243| PID    Reference Object                     Distance      Geod. Az  |
 GY3243|                                                           dddmmss.s |
 GY3243| DB9266 ELSIE RM 1                           12.860 METERS 01321     |
 GY3243| DB9265 ELSIE AZ MK                                        1791429.3 |
 GY3243| DB9267 ELSIE RM 2                           18.562 METERS 22427     |
 GY3243|---------------------------------------------------------------------|
 GY3243
 GY3243                          SUPERSEDED SURVEY CONTROL
 GY3243
 GY3243  NAD 83(1986)-  37 47 53.07366(N)    083 07 57.19285(W) AD(       ) 2
 GY3243  NAD 27      -  37 47 52.74200(N)    083 07 57.57200(W) AD(       ) 2
 GY3243
 GY3243.Superseded values are not recommended for survey control.
 GY3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3243.See file dsdata.txt to determine how the superseded data were derived.
 GY3243
 GY3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB1224585553(NAD 83)
 GY3243_MARKER: DS = TRIANGULATION STATION DISK
 GY3243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3243
 GY3243  HISTORY     - Date     Condition        Report By
 GY3243  HISTORY     - 1949     MONUMENTED       CGS
 GY3243  HISTORY     - 1959     GOOD             CGS
 GY3243  HISTORY     - 1964     GOOD             THOMAS
 GY3243
 GY3243                          STATION DESCRIPTION
 GY3243
 GY3243'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3243'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF WEST LIBERTY AND 1
 GY3243'1/2 MILES NORTH OF ELSIE POSTOFFICE.  IT IS 33 FEET NORTH OF A 10
 GY3243'INCH OAK TREE, 18 FEET EAST OF A 10 INCH OAK TREE
 GY3243'AND 12 FEET WEST OF A 12 INCH OAK TREE THE
 GY3243'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ELSIE 1949.
 GY3243'
 GY3243'REFERENCE MARK NO. 1 IS 37 FEET NORTHWEST OF A 12 INCH OAK TREE.
 GY3243'THE DISK IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING
 GY3243'BEDROCK AND IS STAMPED ELSIE NO 1 1949.
 GY3243'
 GY3243'REFERENCE MARK NO. 2 IS 48 FEET SOUTH OF A 10 INCH OAK TREE.
 GY3243'AND 30 FEET SOUTHWEST OF A 10 INCH OAK TREE.
 GY3243'THE DISK IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 GY3243'STAMPED ELSIE NO 2 1949.
 GY3243'
 GY3243'THE AZIMUTH MARK IS 56 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE,
 GY3243'16 FEET EAST OF THE CENTER OF A DIRT ROAD AND 4 FEET NORTHWEST OF
 GY3243'A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GY3243'IS STAMPED ELSIE 1949.
 GY3243'
 GY3243'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND U.S.
 GY3243'HIGHWAY 460 IN WEST LIBERTY GO SOUTHEAST ON HIGHWAY 460 FOR 16.3
 GY3243'MILES TO A T ROAD LEFT, THIS IS ABOUT 0.25 MILE BEFORE REACHING ELSIE
 GY3243'POSTOFFICE, TURN LEFT AND FOLLOW DIRT ROAD, PASSING BETWEEN A
 GY3243'HOUSE AND A GARAGE AND GO NORTH AND EAST FOR 0.6 MILE TO A FORK IN
 GY3243'ROAD, TAKE RIGHT FORK AND CONTINUE NORTH FOR 0.1 MILE TO A HOUSE
 GY3243'ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 GY3243'ON DIRT ROAD FOR 0.5 MILE KEEPING TO THE RIGHT OR EAST SIDE OF CREEK
 GY3243'TO THE END OF ROAD AND A HOUSE ON THE RIGHT, END OF TRUCK TRAVEL,
 GY3243'FROM THIS POINT PACK NORTH AND WEST FOR ABOUT 0.3 MILE TO THE RIDGE
 GY3243'AND FOLLOW RIDGE TO THE HIGHEST POINT OF THE HILL AND THE STATION AS
 GY3243'DESCRIBED.
 GY3243'
 GY3243'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GY3243
 GY3243                          STATION RECOVERY (1959)
 GY3243
 GY3243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HBW)
 GY3243'STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND UNDISTURBED.  AZIMUTH
 GY3243'MARK DISK FOUND BATTERED BY AXE OR HAMMER, STILL USABLE.
 GY3243
 GY3243                          STATION RECOVERY (1964)
 GY3243
 GY3243'RECOVERY NOTE BY THOMAS ENG AND SURV 1964 (HBW)
 GY3243'ELSIE 1949 FOUND UNDISTURBED.
 GY3243'
 GY3243'ELSIE NO. 1 1949 FOUND UNDISTURBED.
 GY3243'
 GY3243'ELSIE NO. 2 1949 FOUND UNDISTURBED.
 GY3243'
 GY3243'ELSIE 1949 (AZ MK) FOUND BATTERED BUT USABLE.  NOW EXPOSED ABOUT 1.0
 GY3243'FEET DUE TO CULTIVATION, PREVIOUSLY NEARLY FLUSH.
 GY3243'
 GY3243'CONDITIONS SAME AS 1959 REPORT BY H. B. WATTS JR. BLAZES WERE
 GY3243'RENEWED.  STATION WONNIE IS VG IN WINTERTIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3159 ***********************************************************************
 GY3159  DESIGNATION -  EMILY 2
 GY3159  PID         -  GY3159
 GY3159  STATE/COUNTY-  KY/MARTIN
 GY3159  USGS QUAD   -  VARNEY (1992)
 GY3159
 GY3159                         *CURRENT SURVEY CONTROL
 GY3159  ___________________________________________________________________
 GY3159* NAD 83(1993)-  37 44 06.29546(N)    082 23 11.72775(W)     ADJUSTED  
 GY3159* NAVD 88     -       432.7    (meters)    1420.     (feet)  VERTCON   
 GY3159  ___________________________________________________________________
 GY3159  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 GY3159  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GY3159
 GY3159  HORZ ORDER  -  THIRD
 GY3159
 GY3159.The horizontal coordinates were established by classical geodetic methods
 GY3159.and adjusted by the National Geodetic Survey in December 1995..
 GY3159.No horizontal observational check was made to the station.
 GY3159
 GY3159.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3159
 GY3159.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3159
 GY3159.The geoid height was determined by GEOID03.
 GY3159
 GY3159;                    North         East     Units Scale Factor Converg.
 GY3159;SPC KY1Z     - 1,160,910.982 1,796,384.576   MT  0.99990797   +2 03 54.0
 GY3159;SPC KY1Z     - 3,808,755.45  5,893,638.40   sFT  0.99990797   +2 03 54.0
 GY3159;SPC KY S     -   660,837.854   796,404.469   MT  0.99996982   +2 02 23.2
 GY3159;SPC KY S     - 2,168,098.86  2,612,870.33   sFT  0.99996982   +2 02 23.2
 GY3159;UTM  17      - 4,177,327.385   377,821.356   MT  0.99978386   -0 50 55.4
 GY3159
 GY3159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3159!SPC KY1Z     -   0.99993712  x   0.99990797  =   0.99984510
 GY3159!SPC KY S     -   0.99993712  x   0.99996982  =   0.99990695
 GY3159!UTM  17      -   0.99993712  x   0.99978386  =   0.99972100
 GY3159
 GY3159|---------------------------------------------------------------------|
 GY3159| PID    Reference Object                     Distance      Geod. Az  |
 GY3159|                                                           dddmmss.s |
 GY3159| DB9275 EMILY 2 RM 4                         14.076 METERS 08816     |
 GY3159| DB9273 EMILY 2 AZ MK                                      0884530.4 |
 GY3159| DB9276 EMILY 2 RM 5                          8.821 METERS 18917     |
 GY3159| DB9274 EMILY 2 RM 3                         16.138 METERS 35935     |
 GY3159|---------------------------------------------------------------------|
 GY3159
 GY3159                          SUPERSEDED SURVEY CONTROL
 GY3159
 GY3159  NAD 83(1993)-  37 44 06.30239(N)    082 23 11.73320(W) AD(       ) 3
 GY3159  NAD 83(1986)-  37 44 06.30244(N)    082 23 11.73331(W) AD(       ) 3
 GY3159  NAD 27      -  37 44 05.95469(N)    082 23 12.21408(W) AD(       ) 3
 GY3159  NGVD 29 (07/19/86)  432.9    (m)         1420.     (f) VERT ANG       
 GY3159
 GY3159.Superseded values are not recommended for survey control.
 GY3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3159.See file dsdata.txt to determine how the superseded data were derived.
 GY3159
 GY3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB7782177327(NAD 83)
 GY3159_MARKER: DS = TRIANGULATION STATION DISK
 GY3159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3159_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GY3159
 GY3159  HISTORY     - Date     Condition        Report By
 GY3159  HISTORY     - 1970     MONUMENTED       NGS
 GY3159  HISTORY     - 1978     GOOD             NGS
 GY3159  HISTORY     - 19780901 MARK NOT FOUND   USGS
 GY3159  HISTORY     - 1979     GOOD             NGS
 GY3159
 GY3159                          STATION DESCRIPTION
 GY3159
 GY3159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GY3159'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF KERMIT, W. VA., 3 MILES
 GY3159'WEST OF NOLAN, W. VA., 1.25 MILES NORTHWEST OF THE SMALL COMMUNITY
 GY3159'OF HATFIELD, KY., 0.9 OF A MILE NORTHEAST OF THE HEAD OF EMILY
 GY3159'CREEK, 0.15 OF A MILE NORTHWEST OF THE INDEFINITE BOUNDRY BETWEEN
 GY3159'PIKE AND MARTIN COUNTIES, AND ATOP AN ABANDONED STRIP MINE
 GY3159'ESCARPMENT OF LAND UNDER LEASE OF THE SYCAMORE COAL CO. OF
 GY3159'HUNTINGTON, W. VA.
 GY3159'
 GY3159'TO REACH THE STATION FROM THE JUNCTION OF KENTUCKY STATE ROUTES 292
 GY3159'AND 468 AT THE WEST END OF THE TOLL BRIDGE OVER THE TUG FORK OF THE
 GY3159'BIG SANDY RIVER (STATE LINE) AT NOLAN, W. VA., GO IN A GENERAL
 GY3159'SOUTH WESTERLY DIRECTION ON STATE ROUTE 468 ALONG BIG CREEK FOR
 GY3159'2.15 MILES TO A GRADED ROAD RIGHT OVER BIG CREEK ON NARROW WOODEN
 GY3159'BRIDGE.  HERE TURN RIGHT ON THIS GRADED ROAD AND GO
 GY3159'WEST-SOUTHWESTERLY FOR 0.25 OF A MILE TO A RAILROAD CROSSING, PASS
 GY3159'OVER THE RAILROAD AND CONTINUE WEST-NORTHWESTERLY ON THE GRADED ROAD
 GY3159'FOR 1.0 MILE TO A LARGE COAL TIPPLE OF THE ASHLAND MINING AND
 GY3159'DEVELOPEMENT CO. ON THE RIGHT.  HERE CONTINUE NORTHWESERTLY ON
 GY3159'GRADED ROAD FOR 0.1 OF A MILE TO A GRADED ROAD RIGHT ACROSS THE
 GY3159'LOADING YARDS.  HERE TURN RIGHT AND GO NORTH, EAST, AND NORTHWEST
 GY3159'ON A SWITCHBACK ROAD FOR 0.3 OF A MILE TO A GRADED T ROAD LEFT.  HERE
 GY3159'KEEP RIGHT AND CONTINUE NORTHWEST, NORTH, WEST, SOUTH AND BACK TO
 GY3159'THE NORTH ON A VERY WINDING, STEEP ROAD FOR 1.2 MILES TO A Y
 GY3159'FORK.  HERE KEEP RIGHT, ON MAIN ROAD, AND CONTINUE NORTH AND
 GY3159'NORTHWESTERLY FOR 0.5 OF A MILE TO THE EDGE OF THE STRIP MINE
 GY3159'ESCARPMENT.  HERE PICK WAY NORTHWEST AND NORTH ALONG THE ESCARPMENT
 GY3159'FOR 0.4 OF A MILE TO THE STATION NEAR THE WEST EDGE OF THE NORTH ARM
 GY3159'OF THE ESCARPMENT AS DESCRIBED.
 GY3159'
 GY3159'THE STATION IS 125 FEET SOUTH-SOUTHWEST OF THE DRAIN IN THE
 GY3159'ESCARPMENT BOWL AT THE NORTH END, 112 FEET WEST OF THE BOTTOM OF THE
 GY3159'ESCARPMENT BASIN, 16 FEET EAST OF THE WEST EDGE OF THE ESCARPMENT,
 GY3159'1.1 FEET EAST OF A METAL WITNESS POST AD SIGN.  IT IS A STANDARD
 GY3159'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 GY3159'PROJECTS 5 INCHES AND THE DISK IS STAMPED EMILY 2 1970.  THE
 GY3159'UNDERGROUND STATION MARK IS SET ABOUT 42 INCHES BELOW THE
 GY3159'SURFACE.
 GY3159'
 GY3159'REFERENCE MARK NO. 3 IS 85 FEET WEST OF THE BOTTOM OF THE ESCARPMENT
 GY3159'BASIN, 80 FEET SOUTH-SOUTHWEST OF THE DRAIN, 12 FEET EAST OF THE
 GY3159'WEST EDGE OF THE ESCARPMENT, 1.2 FEET SOUTH OF A METAL WITNESS POST
 GY3159'AND SIGN, AND AT ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 GY3159'A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 GY3159'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED EMILY 2 NO
 GY3159'3 1970.
 GY3159'
 GY3159'REFERENCE MARK NO. 4 IS ON THE WEST SLOPE OF THE ESCARPMENT BOWL
 GY3159'ABOUT 5 FEET BELOW THE STATION ELEVATION, 123 FEET SOUTH OF THE
 GY3159'DRAIN, 78 FEET WEST OF THE BOTTOM OF THE ESCARPMENT BASIN, 62 FEET
 GY3159'EAST OF THE WEST EDGE OF THE ESCARPMENT, AND 1.1 FEET WEST OF A
 GY3159'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GY3159'OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 GY3159'AND THE DISK IS STAMPED EMILY 2 NO 4 1970.
 GY3159'
 GY3159'NO AZIMUTH MARK WAS SET FOR THIS STATION AS NO AVAILABLE SAFE PLACE
 GY3159'COULD BE MADE VISIBLE.  WHEN THE TOP OF THE STATION HILL FOR OLD
 GY3159'STATION EMILY 1957 IS REMOVED AND THE EXCAVATION BACKFILLED,
 GY3159'TRIANGULATION STATION FLAG (USGS) 1949 WILL BE VISIBLE, AND AN
 GY3159'AZIMUTH MARK COULD BE SET ON THE ESCARPMENT OF THE OLD STATION HILL.
 GY3159'
 GY3159'THE DISTANCES SHOWN IN THE BOX BETWEEN EMILY 1957 AND EMILY 2 1970
 GY3159'WAS DETERMINED BY THREE SETS OF GEODIMETER DISTANCES MEASURED IN EACH
 GY3159'DIRECTION.
 GY3159
 GY3159                          STATION RECOVERY (1978)
 GY3159
 GY3159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GY3159'THE STATION MARK AND REFERENCE MARK 4 WERE FOUND AS DESCRIBED AND IN
 GY3159'GOOD CONDITION.  REFERENCE MARK 3 WAS FOUND DESTROYED AND THE DISK
 GY3159'WAS SALVAGED.  THE DISTANCE TO REFERNCE MARK 4 WAS FOUND TO BE IN
 GY3159'ERROR BY 0.76 OF A FOOT.  REFERENCE MARK 5 AND AN AZIMUTH MARK
 GY3159'WERE ESTABLISHED AT THIS TIME.  THE 1970 DESCRIPTION IS GOOD
 GY3159'WITH THE BELOW INFORMATION ON REFERENCE MARK 5 AND THE AZIMUTH
 GY3159'MARK.
 GY3159'
 GY3159'REFERENCE MARK 5 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GY3159'MAGNETS, FLUSH WITH THE GROUND, STAMPED EMILY 2 1970 NO 5 1978, 1
 GY3159'FOOT NORTH OF A METAL WITNESS POST AND 6 FEET EAST OF THE WEST EDGE
 GY3159'OF A STRIP BANK.
 GY3159'
 GY3159'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EMILY 2 1970 1978 SET IN
 GY3159'A DRILL HOLE IN A BOULDER LEVEL WITH THE GROUND, 1 FOOT WEST OF A
 GY3159'METAL WITNESS POST, ABOUT 4 FEET NORTH OF THE SOUTH EDGE OF BANK,
 GY3159'ON THE EAST EDGE OF A ROUNDED MESA LIKE PILE OF ROCK AND DIRT AND
 GY3159'ABOUT 0.3 MILE EAST ACROSS STRIP AREA FROM THE STATION.
 GY3159'
 GY3159'AIRLINE DISTANCE ADN DIRECTION FROM NEAREST TOWN--ABOUT 1-1/4 MILE
 GY3159'NORTHWEST OF HATFIELD.
 GY3159'
 GY3159'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GY3159
 GY3159                          STATION RECOVERY (1978)
 GY3159
 GY3159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (AIM)
 GY3159'MARK NOT FOUND.
 GY3159
 GY3159                          STATION RECOVERY (1979)
 GY3159
 GY3159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GY3159'THE STATION MARK AND REFERENCE MARKS 4 AND 5 WERE FOUND AS DESCRIBED
 GY3159'AND IN GOOD CONDITION.  THE DISK OF THE AZIMUTH MARK WAS FOUND
 GY3159'SHEARED OFF BUT THE STEM STILL IN PLACE.  IN SEPTEMBER 1978 THIS
 GY3159'STATION WAS REPORTED AS DESTROYED BY THE USGS AND SAID REPORT
 GY3159'FOUND TO BE IN ERROR, HOWEVER, ACCORDING TO DATA COLLECTED BY AN
 GY3159'ENGINEER OF LIZANN MINING, P.O. BOX 133, NOLAN, WEST, VA., THERE
 GY3159'IS A 4 FOOT ERROR FROM EMILY 2 TO BORDER.  THE DISTANCE EMILY 2
 GY3159'TO CASSIDY CHECKED FLAT.  PERHAPS A CHECK ON THE COMPUTATION CAN
 GY3159'FIND SOME MISTAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1097 ***********************************************************************
 HZ1097  DESIGNATION -  EMINENCE
 HZ1097  PID         -  HZ1097
 HZ1097  STATE/COUNTY-  KY/HENRY
 HZ1097  USGS QUAD   -  EMINENCE (1978)
 HZ1097
 HZ1097                         *CURRENT SURVEY CONTROL
 HZ1097  ___________________________________________________________________
 HZ1097* NAD 83(1986)-  38 22 12.     (N)    085 10 48.     (W)     SCALED    
 HZ1097* NAVD 88     -       285.945  (meters)     938.14   (feet)  ADJUSTED  
 HZ1097  ___________________________________________________________________
 HZ1097  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ1097  DYNAMIC HT  -         285.750 (meters)     937.50  (feet)  COMP
 HZ1097  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 HZ1097
 HZ1097  VERT ORDER  -  SECOND    CLASS 0
 HZ1097
 HZ1097.The horizontal coordinates were scaled from a topographic map and have
 HZ1097.an estimated accuracy of +/- 6 seconds.
 HZ1097
 HZ1097.The orthometric height was determined by differential leveling
 HZ1097.and adjusted by the National Geodetic Survey in June 1991..
 HZ1097
 HZ1097.The geoid height was determined by GEOID03.
 HZ1097
 HZ1097.The dynamic height is computed by dividing the NAVD 88
 HZ1097.geopotential number by the normal gravity value computed on the
 HZ1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1097.degrees latitude (g = 980.6199 gals.).
 HZ1097
 HZ1097.The modeled gravity was interpolated from observed gravity values.
 HZ1097
 HZ1097;                    North         East    Units  Estimated Accuracy
 HZ1097;SPC KY1Z     - 1,226,190.    1,549,810.      MT  (+/- 180 meters Scaled)
 HZ1097
 HZ1097                          SUPERSEDED SURVEY CONTROL
 HZ1097
 HZ1097  NGVD 29 (??/??/92)  286.099  (m)          938.64   (f) ADJ UNCH    2 0
 HZ1097
 HZ1097.Superseded values are not recommended for survey control.
 HZ1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1097.See file dsdata.txt to determine how the superseded data were derived.
 HZ1097
 HZ1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH589484(NAD 83)
 HZ1097_MARKER: DB = BENCH MARK DISK
 HZ1097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1097_SP_SET: STEP
 HZ1097_STAMPING: EMINENCE 1935
 HZ1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1097
 HZ1097  HISTORY     - Date     Condition        Report By
 HZ1097  HISTORY     - 1935     MONUMENTED       CGS
 HZ1097  HISTORY     - 1952     GOOD             USGS
 HZ1097
 HZ1097                          STATION DESCRIPTION
 HZ1097
 HZ1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ1097'AT EMINENCE.
 HZ1097'AT EMINENCE, HENRY COUNTY, AT THE SOUTHEAST ENTRANCE OF THE
 HZ1097'LOUISVILLE AND NASHVILLE RAILROAD STATION, IN THE TOP OF THE
 HZ1097'SOUTHWEST END OF A CONCRETE STEP, 6 INCHES NORTHEAST OF THE
 HZ1097'SOUTHWEST END OF THE STEP, AND FLUSH WITH THE STEP.  A STANDARD
 HZ1097'DISK, STAMPED EMINENCE 1935.
 HZ1097
 HZ1097                          STATION RECOVERY (1952)
 HZ1097
 HZ1097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 HZ1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2076 ***********************************************************************
 HZ2076  DESIGNATION -  EMINENCE
 HZ2076  PID         -  HZ2076
 HZ2076  STATE/COUNTY-  KY/HENRY
 HZ2076  USGS QUAD   -  NEW CASTLE (1984)
 HZ2076
 HZ2076                         *CURRENT SURVEY CONTROL
 HZ2076  ___________________________________________________________________
 HZ2076* NAD 83(1993)-  38 22 46.14446(N)    085 11 32.77434(W)     ADJUSTED  
 HZ2076* NAVD 88     -       285.94   (+/-2cm)     938.1    (feet)  VERTCON   
 HZ2076  ___________________________________________________________________
 HZ2076  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 HZ2076  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ2076
 HZ2076  HORZ ORDER  -  SECOND
 HZ2076  VERT ORDER  -  THIRD ? (See Below)
 HZ2076
 HZ2076.The horizontal coordinates were established by classical geodetic methods
 HZ2076.and adjusted by the National Geodetic Survey in December 1995..
 HZ2076
 HZ2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2076.The vertical order pertains to the NGVD 29 superseded value.
 HZ2076
 HZ2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2076
 HZ2076.The geoid height was determined by GEOID03.
 HZ2076
 HZ2076;                    North         East     Units Scale Factor Converg.
 HZ2076;SPC KY1Z     - 1,227,235.965 1,548,715.622   MT  0.99994341   +0 20 32.4
 HZ2076;SPC KY1Z     - 4,026,356.66  5,081,077.84   sFT  0.99994341   +0 20 32.4
 HZ2076;SPC KY N     -    98,041.328   417,656.248   MT  0.99996325   -0 35 10.5
 HZ2076;SPC KY N     -   321,657.26  1,370,260.54   sFT  0.99996325   -0 35 10.5
 HZ2076;UTM  16      - 4,249,467.515   657,883.958   MT  0.99990699   +1 07 21.0
 HZ2076
 HZ2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2076!SPC KY1Z     -   0.99996039  x   0.99994341  =   0.99990380
 HZ2076!SPC KY N     -   0.99996039  x   0.99996325  =   0.99992364
 HZ2076!UTM  16      -   0.99996039  x   0.99990699  =   0.99986738
 HZ2076
 HZ2076:                Primary Azimuth Mark                     Grid Az
 HZ2076:SPC KY1Z     -  NEW CASTLE HENRY CO CTHSE DOME           018 01 27.0
 HZ2076:SPC KY N     -  NEW CASTLE HENRY CO CTHSE DOME           018 57 09.9
 HZ2076:UTM  16      -  NEW CASTLE HENRY CO CTHSE DOME           017 14 38.4
 HZ2076
 HZ2076|---------------------------------------------------------------------|
 HZ2076| PID    Reference Object                     Distance      Geod. Az  |
 HZ2076|                                                           dddmmss.s |
 HZ2076| HZ2078 NEW CASTLE HENRY CO CTHSE DOME      APPROX. 6.3 KM 0182159.4 |
 HZ2076| HZ2079 NEW CASTLE MUNICIPAL TANK           APPROX. 6.3 KM 0190206.1 |
 HZ2076| CG8598 EMINENCE RM 1                        26.021 METERS 08014     |
 HZ2076| CG8597 EMINENCE AZ MK                                     0971133.7 |
 HZ2076| HZ2073 EMINENCE MUNICIPAL TANK             APPROX. 1.6 KM 1375424.3 |
 HZ2076| CG8599 EMINENCE RM 2                        27.816 METERS 25940     |
 HZ2076|---------------------------------------------------------------------|
 HZ2076
 HZ2076                          SUPERSEDED SURVEY CONTROL
 HZ2076
 HZ2076  NAD 83(1986)-  38 22 46.14832(N)    085 11 32.78105(W) AD(       ) 2
 HZ2076  NAD 27      -  38 22 45.91000(N)    085 11 32.94300(W) AD(       ) 2
 HZ2076  NGVD 29 (07/19/86)  286.10   (m)          938.6    (f) LEVELING    3  
 HZ2076
 HZ2076.Superseded values are not recommended for survey control.
 HZ2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2076.See file dsdata.txt to determine how the superseded data were derived.
 HZ2076
 HZ2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5788449468(NAD 83)
 HZ2076_MARKER: DS = TRIANGULATION STATION DISK
 HZ2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2076
 HZ2076  HISTORY     - Date     Condition        Report By
 HZ2076  HISTORY     - 1949     MONUMENTED       CGS
 HZ2076
 HZ2076                          STATION DESCRIPTION
 HZ2076
 HZ2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2076'STATION IS LOCATED ABOUT 4 MILES SOUTH OF NEW CASTLE AND 1 MILE
 HZ2076'NORTHWEST OF EMINENCE, JUST INSIDE THE ENTRANCE DRIVE TO A
 HZ2076'FARM HOUSE WHICH IS ABOUT 0.1 MILE NORTH OF A GRAVEL ROAD. IT IS 38
 HZ2076'FEET NORTH OF CENTER OF GRAVEL ROAD, 37 FEET WEST OF CENTER OF
 HZ2076'DRIVE INTO FARM AND 24 FEET NORTH OF A WHITEWITNESS POST. THE MARK IS
 HZ2076'FLUSH WITH THE GROUND AND THE DISK IS STAMPED EMINENCE 1949.
 HZ2076'
 HZ2076'REFERENCE MARK NO. 1 IS 47 FEET EAST OF CENTER OF DRIVE AND 1 FOOT
 HZ2076'WEST OF A FENCE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HZ2076'STAMPED EMINENCE NO 1 1949.
 HZ2076'
 HZ2076'REFERENCE MARK NO. 2 IS 14 FEET NORTH OF CENTER OF GRAVEL ROAD AND 1
 HZ2076'FOOT NORTH OF A FENCE. THE MARK IS FLUSH WITH THE GROUND AND
 HZ2076'THE DISK IS STAMPED EMINENCE NO 2 1949.
 HZ2076'
 HZ2076'AZIMUTH MARK IS 37 FEET EAST OF CENTER OF LARGE CURVE IN GRAVEL ROAD,
 HZ2076'4 FEET NORTHEAST OF A TELEPHONE POLE, 3 FEET NORTHWEST OF A
 HZ2076'FENCE AND 2 FEET WEST OF A WHITE WITNESS POST. THE MARK PROJECTS
 HZ2076'ABOUT 6 INCHES AND THE DISK IS A STANDARD REFERENCE MARK DISK
 HZ2076'STAMPED EMINENCE AZIMUTH 1949.
 HZ2076'
 HZ2076'TO REACH STATION FROM THE RAILROAD DEPOT IN EMINENCE, GO WEST ON
 HZ2076'STATE HIGHWAY 22 FOR 0.55 MILE TO A GRAVEL T ROAD RIGHT, TURN
 HZ2076'RIGHT AND FOLLOW MAIN GRAVEL ROAD FOR 0.45 MILE TO A LARGE CURVE LEFT
 HZ2076'AND AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE AHEAD ON
 HZ2076'GRAVEL ROAD FOR 0.2 MILE TO ENTRANCE DRIVE TO A FARM ON RIGHT AND
 HZ2076'STATION AS DESCRIBED.
 HZ2076'
 HZ2076'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2073 ***********************************************************************
 HZ2073  DESIGNATION -  EMINENCE MUNICIPAL TANK
 HZ2073  PID         -  HZ2073
 HZ2073  STATE/COUNTY-  KY/HENRY
 HZ2073  USGS QUAD   -  EMINENCE (1978)
 HZ2073
 HZ2073                         *CURRENT SURVEY CONTROL
 HZ2073  ___________________________________________________________________
 HZ2073* NAD 83(1993)-  38 22 06.73302(N)    085 10 47.55504(W)     ADJUSTED  
 HZ2073* NAVD 88     -                                                        
 HZ2073  ___________________________________________________________________
 HZ2073  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 HZ2073  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ2073
 HZ2073  HORZ ORDER  -  THIRD
 HZ2073
 HZ2073.The horizontal coordinates were established by classical geodetic methods
 HZ2073.and adjusted by the National Geodetic Survey in December 1995..
 HZ2073
 HZ2073
 HZ2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2073
 HZ2073.The geoid height was determined by GEOID03.
 HZ2073
 HZ2073;                    North         East     Units Scale Factor Converg.
 HZ2073;SPC KY1Z     - 1,226,027.464 1,549,820.510   MT  0.99994175   +0 21 00.1
 HZ2073;SPC KY1Z     - 4,022,391.77  5,084,702.79   sFT  0.99994175   +0 21 00.1
 HZ2073;SPC KY N     -    96,815.054   418,741.430   MT  0.99996356   -0 34 42.4
 HZ2073;SPC KY N     -   317,634.06  1,373,820.84   sFT  0.99996356   -0 34 42.4
 HZ2073;UTM  16      - 4,248,274.208   659,005.160   MT  0.99991137   +1 07 48.1
 HZ2073
 HZ2073                          SUPERSEDED SURVEY CONTROL
 HZ2073
 HZ2073  NAD 83(1986)-  38 22 06.73683(N)    085 10 47.56159(W) AD(       ) 4
 HZ2073  NAD 27      -  38 22 06.50000(N)    085 10 47.71600(W) AD(       ) 3
 HZ2073
 HZ2073.Superseded values are not recommended for survey control.
 HZ2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2073.See file dsdata.txt to determine how the superseded data were derived.
 HZ2073
 HZ2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5900548274(NAD 83)
 HZ2073_MARKER: 53 = ELEVATED TANK
 HZ2073
 HZ2073  HISTORY     - Date     Condition        Report By
 HZ2073  HISTORY     - 1935     FIRST OBSERVED   CGS
 HZ2073  HISTORY     - 1949     GOOD             CGS
 HZ2073
 HZ2073                          STATION DESCRIPTION
 HZ2073
 HZ2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2073'STATION IS THE CENTER OF THE ALUMINUM MUNICIPAL SUPPLY TANK IN THE
 HZ2073'TOWN OF EMINENCE. IT WAS CUT IN FROM STATIONS GILTNER AND TT
 HZ2073'29 T U.S.G.S.
 HZ2073
 HZ2073                          STATION RECOVERY (1949)
 HZ2073
 HZ2073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2073'STATION IS LOCATED IN THE CITY OF EMINENCE JUST SOUTH OF CENTER OF
 HZ2073'THE BUSINESS DISTRICT. IT IS 0.1 MILE SOUTH OF THE RAILROAD
 HZ2073'DEPOT, 0.05 MILE SOUTHWEST OF RAILROAD TRACKS AND 0.05 MILE SOUTHEAST
 HZ2073'OF CENTER OF STATE HIGHWAY 55. IT IS OF STEEL CONSTRUCTION, ABOUT
 HZ2073'120 FEET HIGH, PAINTED SILVER, HAS FOUR LEGS AND HAS A BALL ON TOP.
 HZ2073'POINT OF INTERSECTION WAS THE CENTER OF BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2403 ***********************************************************************
 HY2403  DESIGNATION -  ENIX 2
 HY2403  PID         -  HY2403
 HY2403  STATE/COUNTY-  KY/LEWIS
 HY2403  USGS QUAD   -  SOLDIER (1970)
 HY2403
 HY2403                         *CURRENT SURVEY CONTROL
 HY2403  ___________________________________________________________________
 HY2403* NAD 83(1993)-  38 20 46.86209(N)    083 21 25.32929(W)     ADJUSTED  
 HY2403* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 HY2403  ___________________________________________________________________
 HY2403  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 HY2403  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HY2403
 HY2403  HORZ ORDER  -  FIRST
 HY2403
 HY2403.The horizontal coordinates were established by classical geodetic methods
 HY2403.and adjusted by the National Geodetic Survey in December 1995..
 HY2403
 HY2403.The orthometric height was scaled from a topographic map.
 HY2403
 HY2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2403
 HY2403.The geoid height was determined by GEOID03.
 HY2403
 HY2403;                    North         East     Units Scale Factor Converg.
 HY2403;SPC KY1Z     - 1,226,094.365 1,709,151.782   MT  0.99993850   +1 28 09.1
 HY2403;SPC KY1Z     - 4,022,611.26  5,607,442.14   sFT  0.99993850   +1 28 09.1
 HY2403;SPC KY N     -    94,320.581   578,056.913   MT  0.99996430   +0 33 19.7
 HY2403;SPC KY N     -   309,450.11  1,896,508.39   sFT  0.99996430   +0 33 19.7
 HY2403;UTM  17      - 4,246,873.852   294,022.102   MT  1.00012253   -1 27 46.3
 HY2403
 HY2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2403!SPC KY1Z     -   0.99994064  x   0.99993850  =   0.99987914
 HY2403!SPC KY N     -   0.99994064  x   0.99996430  =   0.99990494
 HY2403!UTM  17      -   0.99994064  x   1.00012253  =   1.00006316
 HY2403
 HY2403:                Primary Azimuth Mark                     Grid Az
 HY2403:SPC KY1Z     -  GEARHART                                 120 14 41.9
 HY2403:SPC KY N     -  GEARHART                                 121 09 31.3
 HY2403:UTM  17      -  GEARHART                                 123 10 37.3
 HY2403
 HY2403|---------------------------------------------------------------------|
 HY2403| PID    Reference Object                     Distance      Geod. Az  |
 HY2403|                                                           dddmmss.s |
 HY2403| HY2368 GEARHART                            APPROX.18.2 KM 1214251.0 |
 HY2403| HY2405 ENIX 2 RM 1                          41.917 METERS 22304     |
 HY2403| DB9277 ENIX 2 RM 2                         167.793 METERS 34310     |
 HY2403|---------------------------------------------------------------------|
 HY2403
 HY2403                          SUPERSEDED SURVEY CONTROL
 HY2403
 HY2403  NAD 83(1986)-  38 20 46.86879(N)    083 21 25.33469(W) AD(       ) 1
 HY2403  NAD 27      -  38 20 46.57900(N)    083 21 25.67600(W) AD(       ) 1
 HY2403
 HY2403.Superseded values are not recommended for survey control.
 HY2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2403.See file dsdata.txt to determine how the superseded data were derived.
 HY2403
 HY2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC9402246874(NAD 83)
 HY2403_MARKER: Z = SEE DESCRIPTION
 HY2403_SETTING: 0 = UNSPECIFIED SETTING
 HY2403
 HY2403  HISTORY     - Date     Condition        Report By
 HY2403  HISTORY     - 1928     MONUMENTED       CGS
 HY2403  HISTORY     - 1935     MARK NOT FOUND   CGS
 HY2403  HISTORY     - 1949     SEE DESCRIPTION  CGS
 HY2403
 HY2403                          STATION DESCRIPTION
 HY2403
 HY2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 HY2403'STATION IS LOCATED ON S EDGE OF HILL NEAR THE HEADWATERS OF LAUREL
 HY2403'CREEK AND ABOUT 1 MILE W OF THE BALL POINT SCHOOLHOUSE ON LAND OWNED
 HY2403'BY LOGAN TILLUM WHO LIVES AT WINCHESTER, INDIANA.
 HY2403'
 HY2403'REFERENCE MARK NO.1 (W) MARKED BY A
 HY2403'STANDARD BRONZE DISK DRILLED IN E END OF ROCK OUTCROP.
 HY2403'
 HY2403'REFERENCE MARK NO.2 (NE) MARKED BY A
 HY2403'STANDARD BRONZE DISK DRILLED IN ROCK OUTCROP ON SMALL KNOLL.
 HY2403'
 HY2403'THERE IS A TRIANGULAR BLAZE, FACING THE STATION, IN A 10 INCH HICKORY
 HY2403'TREE.
 HY2403'
 HY2403'TO REACH STATION LEAVE MIDLAND TRAIL AT ROAD JUST W OF UPPER TYGART
 HY2403'POST OFFICE AND FOLLOW ROAD 7.7 MILES TO BALL POINT SCHOOLHOUSE.
 HY2403'FROM HERE STATION IS ABOUT 25 MINIUTE BACK PACK.  TAKE WAGON ROAD
 HY2403'LEADING W FROM SCHOOLHOUSE TO THE HOUSE OF PIERCE HANDERSON WHO LIVES
 HY2403'AT TOP OF HILL.  TAKE TRAIL LEADING TO THE LEFT ABOUT 1/4 MILE TO
 HY2403'STATION.  A SHORT CUT CAN BE MADE BY GOING STRAIGHT UP HILL
 HY2403'THROUGH BUSH AFTER LEAVING HANDERSONS GATE NEAR TOP OF HILL.
 HY2403
 HY2403                          STATION RECOVERY (1935)
 HY2403
 HY2403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 HY2403'COULD NOT REACH THIS STATION WITH AN AUTOMOBILE.
 HY2403
 HY2403                          STATION RECOVERY (1949)
 HY2403
 HY2403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2403'STATION WAS NOT RECOVERED BUT A DRILL HOLE NEAR ORIGINAL STATION SITE
 HY2403'WAS FOUND.  REFERENCE MARK NO.1 WAS FOUND TO BE IN GOOD CONDITION.
 HY2403'A NEW STATION ENIX 3 WAS ESTABLISHED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2401 ***********************************************************************
 HY2401  DESIGNATION -  ENIX 3
 HY2401  PID         -  HY2401
 HY2401  STATE/COUNTY-  KY/LEWIS
 HY2401  USGS QUAD   -  SOLDIER (1970)
 HY2401
 HY2401                         *CURRENT SURVEY CONTROL
 HY2401  ___________________________________________________________________
 HY2401* NAD 83(1993)-  38 20 46.88423(N)    083 21 25.41401(W)     ADJUSTED  
 HY2401* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 HY2401  ___________________________________________________________________
 HY2401  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 HY2401  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HY2401
 HY2401  HORZ ORDER  -  FIRST
 HY2401
 HY2401.The horizontal coordinates were established by classical geodetic methods
 HY2401.and adjusted by the National Geodetic Survey in December 1995..
 HY2401
 HY2401.The orthometric height was scaled from a topographic map.
 HY2401
 HY2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2401
 HY2401.The geoid height was determined by GEOID03.
 HY2401
 HY2401;                    North         East     Units Scale Factor Converg.
 HY2401;SPC KY1Z     - 1,226,094.994 1,709,149.708   MT  0.99993850   +1 28 09.0
 HY2401;SPC KY1Z     - 4,022,613.33  5,607,435.33   sFT  0.99993850   +1 28 09.0
 HY2401;SPC KY N     -    94,321.243   578,054.850   MT  0.99996430   +0 33 19.7
 HY2401;SPC KY N     -   309,452.28  1,896,501.62   sFT  0.99996430   +0 33 19.7
 HY2401;UTM  17      - 4,246,874.587   294,020.063   MT  1.00012254   -1 27 46.3
 HY2401
 HY2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2401!SPC KY1Z     -   0.99994064  x   0.99993850  =   0.99987914
 HY2401!SPC KY N     -   0.99994064  x   0.99996430  =   0.99990494
 HY2401!UTM  17      -   0.99994064  x   1.00012254  =   1.00006317
 HY2401
 HY2401:                Primary Azimuth Mark                     Grid Az
 HY2401:SPC KY1Z     -  ENIX 3 AZ MK RESET                       092 22 01.9
 HY2401:SPC KY N     -  ENIX 3 AZ MK RESET                       093 16 51.2
 HY2401:UTM  17      -  ENIX 3 AZ MK RESET                       095 17 57.2
 HY2401
 HY2401|---------------------------------------------------------------------|
 HY2401| PID    Reference Object                     Distance      Geod. Az  |
 HY2401|                                                           dddmmss.s |
 HY2401| DB9279 ENIX 3 AZ MK RESET                                 0935010.9 |
 HY2401| DB9278 ENIX 3 AZ MK                                       0943348.4 |
 HY2401| HY2402 ENIX DRILL HOLE                       2.128 METERS 11626     |
 HY2401| DB9280 ENIX 3 RM 3                          22.317 METERS 13554     |
 HY2401| HY2405 ENIX 2 RM 1                          41.058 METERS 22019     |
 HY2401| HY2407 HICKORY FLATS NATL FOREST LOT       APPROX. 3.3 KM 2605234.7 |
 HY2401|---------------------------------------------------------------------|
 HY2401
 HY2401                          SUPERSEDED SURVEY CONTROL
 HY2401
 HY2401  NAD 83(1986)-  38 20 46.89091(N)    083 21 25.41939(W) AD(       ) 1
 HY2401  NAD 27      -  38 20 46.60500(N)    083 21 25.75600(W) AD(       ) 1
 HY2401
 HY2401.Superseded values are not recommended for survey control.
 HY2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2401.See file dsdata.txt to determine how the superseded data were derived.
 HY2401
 HY2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC9402046875(NAD 83)
 HY2401_MARKER: DS = TRIANGULATION STATION DISK
 HY2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2401_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2401
 HY2401  HISTORY     - Date     Condition        Report By
 HY2401  HISTORY     - 1949     MONUMENTED       CGS
 HY2401  HISTORY     - 1953     GOOD             CGS
 HY2401
 HY2401                          STATION DESCRIPTION
 HY2401
 HY2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2401'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF MOREHEAD AND 10
 HY2401'MILES NORTHWEST OF OLIVE HILL ON TOP OF THE HIGHEST HILL IN THE
 HY2401'VICINITY.  IT IS 11 FEET SOUTHWEST OF AN OAK TREE WHICH HAS A
 HY2401'TRIANGLE BLAZE ON THE EAST SIDE AND 9 FEET SOUTHEAST OF A WHITE
 HY2401'WITNESS POST.  THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF THE
 HY2401'GROUND AND THE DISK IS STAMPED ENIX 3 1949.
 HY2401'
 HY2401'REFERENCE MARK NO.1 IS SET FLUSH IN A BOULDER WHICH PROJECTS ABOUT 2
 HY2401'FEET AND THE DISK IS STAMPED ENIX 2 NO 1 1928.
 HY2401'
 HY2401'REFERENCE MARK NO.3 IS SET FLUSH IN A BOULDER WHICH PROJECTS ABOUT 2
 HY2401'FEET AND THE DISK IS STAMPED ENIX 3 NO 3 1949.
 HY2401'
 HY2401'AZIMUTH MARK IS APPROXIMATLEY 1.0 MILE EAST OF STATION, 8 FEET WEST
 HY2401'OF CENTER OF A DIRT ROAD, 4 FEET SOUTH OF A WHITE WITNESS POST AND 1
 HY2401'FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 HY2401'IS STAMPED ENIX 3 1949.
 HY2401'
 HY2401'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2401'HIGHWAY 32, WHICH IS ABOUT 1-1/2 MILES NORTH OF MOREHEAD, GO NORTH
 HY2401'AND EAST ON HIGHWAY 60 FOR 10.4 MILES TO A T ROAD SHARP LEFT, WHICH
 HY2401'IS ABOUT 100 FEET NORTHEAST OF A SMALL CONCRETE BRIDGE.  TURN LEFT ON
 HY2401'GRAVEL ROAD AND GO 1.8 MILES NORTH AND WEST TO A SMALL COUNTRY STORE
 HY2401'AND ROAD FORKS, TURN LEFT AND GO WEST AND NORTH ON DIRT ROAD FOR 0.8
 HY2401'MILE TO A ROAD FORK, TURN LEFT AND GO NORTH AND WEST FOR 2.8 MILES
 HY2401'TO A CROSS ROAD, TURN LEFT AND GO WEST AND NORTH FOR 1.9 MILES TO A
 HY2401'T ROAD LEFT, TURN LEFT AND 0.1 MILE TO A SMALL COUNTRY SCHOOL HOUSE
 HY2401'AND END OF TRUCK TRAVEL.  PACK UP CREEK BED AND TRAIL TO TOP OF
 HY2401'MOUNTAIN, BEARING RIGHT AT ONE FORK IN TRAIL NEAR TOP, TO THE
 HY2401'STATION AS DESCRIBED.  THIS IS ABOUT 1 MILE 1/2 HOUR PACK.
 HY2401'
 HY2401'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HY2401
 HY2401                          STATION RECOVERY (1953)
 HY2401
 HY2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2401'STATION WAS RECOVERED AS DESCRIBED.  STATION MARK AND REFERENCE MARKS
 HY2401'NO.1 AND NO.3 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD
 HY2401'BEEN DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED.  IT IS ON THE
 HY2401'EAST BANK OF A WIDE CREEK BED, 36 FEET WEST OF A 36 INCH SYCAMORE
 HY2401'TREE AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 HY2401'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ENIX 3 1949 RESET
 HY2401'1953.
 HY2401'
 HY2401'THE DIRECTIONS TO THE REFERENCE MARKS CHECKED.  THE DISTANCE TO
 HY2401'REFERENCE MARK NO.1 CHECKED BUT THE DISTANCE TO REFERENCE MARK NO.3
 HY2401'DID NOT CHECK.  THE DIRECTIONS FOR REACHING THE STATION ARE NOT
 HY2401'CORRECT AND SHOULD BE REPLACED BY THE FOLLOWING DIRECTIONS--
 HY2401'
 HY2401'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2401'HIGHWAY 32 ABOUT 1-1/2 MILE NORTHEAST OF MOREHEAD, GO NORTHEAST ON
 HY2401'HIGHWAY 60 FOR 11.4 MILES TO A GRAVEL ROAD LEFT (STATE HIGHWAY 1024).
 HY2401'TURN LEFT AND GO NORTH FOR 1.8 MILES TO A FORK.  TAKE LEFT FORK AND
 HY2401'GO 0.8 MILE TO A FORK.  TAKE LEFT FORK AND FOLLOW MAIN ROAD FOR 1.9
 HY2401'MILES TO A T INTERSECTION OF A DIRT ROAD.  TURN RIGHT AND GO EAST ON
 HY2401'DIRT ROAD FOR 0.9 MILE TO A FORK.  TAKE LEFT FORK AND FOLLOW
 HY2401'WINDING DIRT ROAD NORTHEAST FOR 2.0 MILES TO A SCHOOL ON THE LEFT
 HY2401'AND A CHURCH ON THE RIGHT.  TURN LEFT ON WOODS ROAD WHICH PASSES
 HY2401'THE LEFT OF THE SCHOOL AND FOLLOW IT UP CREEK FOR 0.5 MILE TO A
 HY2401'FORK.  TAKE RIGHT FORK UP CREEK AND ALONG RIGHT SIDE OF CREEK FOR 0.5
 HY2401'MILE TO A DIM FORK. HERE TURN RIGHT UP VERY STEEP GRADE FOR 0.1 MILE
 HY2401'TO THE TOP OF THE HILL AND THE STATION.
 HY2401'
 HY2401'TO REACH THE AZIMUTH MARK FROM THE CHURCH AND SCHOOL, GO SOUTHEAST ON
 HY2401'FARM LANE FOR 0.1 MILE TO CREEK.  TURN LEFT UP CREEK FOR 0.1 MILE TO
 HY2401'THE MARK ON THE RIGHT BANK OF CREEK AS DESCRIBED.
 HY2401'
 HY2401'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1440 ***********************************************************************
 HA1440  DESIGNATION -  ENNIS
 HA1440  PID         -  HA1440
 HA1440  STATE/COUNTY-  KY/MUHLENBERG
 HA1440  USGS QUAD   -  ROCHESTER (1953)
 HA1440
 HA1440                         *CURRENT SURVEY CONTROL
 HA1440  ___________________________________________________________________
 HA1440* NAD 83(1993)-  37 12 34.34704(N)    086 58 17.59386(W)     ADJUSTED  
 HA1440* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 HA1440  ___________________________________________________________________
 HA1440  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 HA1440  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HA1440
 HA1440  HORZ ORDER  -  FIRST
 HA1440
 HA1440.The horizontal coordinates were established by classical geodetic methods
 HA1440.and adjusted by the National Geodetic Survey in December 1995..
 HA1440
 HA1440.The orthometric height was scaled from a topographic map.
 HA1440
 HA1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1440
 HA1440.The geoid height was determined by GEOID03.
 HA1440
 HA1440;                    North         East     Units Scale Factor Converg.
 HA1440;SPC KY1Z     - 1,097,954.958 1,391,572.662   MT  0.99997219   -0 44 59.9
 HA1440;SPC KY1Z     - 3,602,207.22  4,565,517.98   sFT  0.99997219   -0 44 59.9
 HA1440;SPC KY S     -   597,936.954   391,575.236   MT  0.99994775   -0 44 27.0
 HA1440;SPC KY S     - 1,961,731.49  1,284,693.09   sFT  0.99994775   -0 44 27.0
 HA1440;UTM  16      - 4,118,118.208   502,524.064   MT  0.99960008   +0 01 01.9
 HA1440
 HA1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1440!SPC KY1Z     -   0.99997150  x   0.99997219  =   0.99994369
 HA1440!SPC KY S     -   0.99997150  x   0.99994775  =   0.99991925
 HA1440!UTM  16      -   0.99997150  x   0.99960008  =   0.99957159
 HA1440
 HA1440|---------------------------------------------------------------------|
 HA1440| PID    Reference Object                     Distance      Geod. Az  |
 HA1440|                                                           dddmmss.s |
 HA1440| CG8603 ENNIS RM 1                           23.375 METERS 12753     |
 HA1440| CG8602 ENNIS AZ MK                                        1655533.6 |
 HA1440| CG8604 ENNIS RM 2                           23.747 METERS 22327     |
 HA1440| HA1563 DRAKESBORO MUNICIPAL TANK           APPROX. 6.6 KM 2763212.0 |
 HA1440|---------------------------------------------------------------------|
 HA1440
 HA1440                          SUPERSEDED SURVEY CONTROL
 HA1440
 HA1440  NAD 83(1986)-  37 12 34.35693(N)    086 58 17.60006(W) AD(       ) 1
 HA1440  NAD 27      -  37 12 34.19300(N)    086 58 17.61000(W) AD(       ) 1
 HA1440
 HA1440.Superseded values are not recommended for survey control.
 HA1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1440.See file dsdata.txt to determine how the superseded data were derived.
 HA1440
 HA1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0252418118(NAD 83)
 HA1440_MARKER: DS = TRIANGULATION STATION DISK
 HA1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1440
 HA1440  HISTORY     - Date     Condition        Report By
 HA1440  HISTORY     - 1950     MONUMENTED       CGS
 HA1440  HISTORY     - 1952     GOOD             CGS
 HA1440
 HA1440                          STATION DESCRIPTION
 HA1440
 HA1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1440'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF CENTRAL CITY, 4 MILES
 HA1440'WEST OF ROCHESTER AND 4 MILES EAST OF DRAKESBORO ON ON TOP OF THE
 HA1440'HIGHEST TIMBERED HILL IN THE VICINITY.  IT IS 20 FEET SOUTHEAST OF A
 HA1440'TRIANGLE BLAZED TWIN OAK TREE, 17 FEET NORTH OF A 10-INCH HICKORY
 HA1440'TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST SIDE AND 4 FEET EAST OF A
 HA1440'WHITE WITNESS POST THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 HA1440'STAMPED ENNIS 1950.
 HA1440'
 HA1440'REFERENCE MARK NO. 1 PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 HA1440'ENNIS NO 1 1950.
 HA1440'
 HA1440'REFERENCE MARK NO. 2 PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 HA1440'ENNIS NO 2 1950.
 HA1440'
 HA1440'AZIMUTH IS 23 FEET NORTH OF CENTER OF STATE HIGHWAY 70, 7 FEET EAST
 HA1440'OF A TELEPHONE POLE, 4 FEET EAST OF A WHITE WITNESS POST AND FENCE
 HA1440'CORNER AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT 8
 HA1440'INCHES AND THE DISK IS STAMPED ENNIS 1950.
 HA1440'
 HA1440'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 369 AND 70 IN
 HA1440'ROCHESTER, GO WEST ON HIGHWAY 70 FOR 4.55 MILES TO THE AZIMUTH
 HA1440'MARK ON RIGHT AS DESCRIBED, CONTINUE AHEAD ON HIGHWAY FOR 0.25 MI TO
 HA1440'A FRAME CHURCH ON RIGHT, TURN RIGHT ON THE WEST ENTRANCE ROAD INTO
 HA1440'CHURCH GROUNDS AND GO ABOUT 50 FEET TO A DIRT WOODS ROAD LEFT, TURN
 HA1440'LEFT ON WOODS ROAD AND GO 0.55 MILE TO A ROAD FORK, TURN RIGHT ON
 HA1440'DIRT ROAD AND GO 0.35 MILE NORTH AND WEST TO A DIM TRACK ROAD RIGHT,
 HA1440'TURN RIGHT AND FOLLOW MAIN TRACK ROAD FOR 0.2 MILE TO ANOTHER
 HA1440'ROAD FORK, TURN RIGHT ON VERY DIM TRACK ROAD AND FOLLOW MAIN TRACK
 HA1440'ROAD TO TOP OF HILL FOR 0.1 MILE AND STATION NEAR TRIANGLE BLAZED
 HA1440'TREES AS DESCRIBED.
 HA1440'
 HA1440'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HA1440
 HA1440                          STATION RECOVERY (1952)
 HA1440
 HA1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1440'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HA1440'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE AZIMUTH MARK AND
 HA1440'REFERENCE MARKS WERE CHECKED.  THE OLD DISCRIPTION IS ADEQUAATE.
 HA1440'
 HA1440'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2424 ***********************************************************************
 GC2424  CBN         -  This is a Cooperative Base Network Control Station.
 GC2424  DESIGNATION -  EPLEY
 GC2424  PID         -  GC2424
 GC2424  STATE/COUNTY-  KY/LOGAN
 GC2424  USGS QUAD   -  LEWISBURG (1983)
 GC2424
 GC2424                         *CURRENT SURVEY CONTROL
 GC2424  ___________________________________________________________________
 GC2424* NAD 83(1993)-  36 56 30.37951(N)    086 56 47.36376(W)     ADJUSTED  
 GC2424* NAVD 88     -       202.4    (meters)     664.     (feet)  GPS OBS   
 GC2424  ___________________________________________________________________
 GC2424  X           -     271,883.757 (meters)                     COMP
 GC2424  Y           -  -5,096,770.769 (meters)                     COMP
 GC2424  Z           -   3,812,334.158 (meters)                     COMP
 GC2424  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 GC2424  ELLIP HEIGHT-         172.59  (meters)          (11/03/04) GPS OBS
 GC2424  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GC2424
 GC2424  HORZ ORDER  -  B
 GC2424  ELLP ORDER  -  THIRD     CLASS I
 GC2424
 GC2424.The horizontal coordinates were established by GPS observations
 GC2424.and adjusted by the National Geodetic Survey in September 1994..
 GC2424
 GC2424.The orthometric height was determined by GPS observations and a
 GC2424.high-resolution geoid model.
 GC2424
 GC2424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2424
 GC2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2424
 GC2424.The ellipsoidal height was determined by GPS observations
 GC2424.and is referenced to NAD 83.
 GC2424
 GC2424.The geoid height was determined by GEOID03.
 GC2424
 GC2424;                    North         East     Units Scale Factor Converg.
 GC2424;SPC KY1Z     - 1,068,211.771 1,393,416.264   MT  1.00003688   -0 44 04.6
 GC2424;SPC KY1Z     - 3,504,624.79  4,571,566.53   sFT  1.00003688   -0 44 04.6
 GC2424;SPC KY S     -   568,195.437   393,423.459   MT  0.99996871   -0 43 32.3
 GC2424;SPC KY S     - 1,864,154.53  1,290,756.80   sFT  0.99996871   -0 43 32.3
 GC2424;UTM  16      - 4,088,414.328   504,764.744   MT  0.99960028   +0 01 55.8
 GC2424
 GC2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2424!SPC KY1Z     -   0.99997292  x   1.00003688  =   1.00000979
 GC2424!SPC KY S     -   0.99997292  x   0.99996871  =   0.99994163
 GC2424!UTM  16      -   0.99997292  x   0.99960028  =   0.99957321
 GC2424
 GC2424|---------------------------------------------------------------------|
 GC2424| PID    Reference Object                     Distance      Geod. Az  |
 GC2424|                                                           dddmmss.s |
 GC2424| CG5756 EPLEY RM 1                           28.767 METERS 09843     |
 GC2424| CG5755 EPLEY AZ MK                                        1663911.9 |
 GC2424| CG5757 EPLEY RM 2                           21.366 METERS 23731     |
 GC2424|---------------------------------------------------------------------|
 GC2424
 GC2424                          SUPERSEDED SURVEY CONTROL
 GC2424
 GC2424  ELLIP H (09/07/94)  172.65   (m)                       GP(       ) 4 1
 GC2424  NAD 83(1986)-  36 56 30.38986(N)    086 56 47.36906(W) AD(       ) 1
 GC2424  NAD 27      -  36 56 30.25100(N)    086 56 47.37800(W) AD(       ) 1
 GC2424
 GC2424.Superseded values are not recommended for survey control.
 GC2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2424.See file dsdata.txt to determine how the superseded data were derived.
 GC2424
 GC2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0476588414(NAD 83)
 GC2424_MARKER: DS = TRIANGULATION STATION DISK
 GC2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2424_SP_SET: CONCRETE POST
 GC2424_STAMPING: EPLEY 1950
 GC2424_MARK LOGO: CGS   
 GC2424_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2424+STABILITY: SURFACE MOTION
 GC2424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2424+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 GC2424
 GC2424  HISTORY     - Date     Condition        Report By
 GC2424  HISTORY     - 1950     MONUMENTED       CGS
 GC2424  HISTORY     - 1950     GOOD             CGS
 GC2424  HISTORY     - 1952     GOOD             CGS
 GC2424  HISTORY     - 19931119 GOOD             NGS
 GC2424  HISTORY     - 19940120 GOOD
 GC2424  HISTORY     - 20000823 GOOD             KYDT
 GC2424  HISTORY     - 20010919 MARK NOT FOUND   KYDT
 GC2424  HISTORY     - 20021216 GOOD             WOOLPT
 GC2424
 GC2424                          STATION DESCRIPTION
 GC2424
 GC2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2424'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF RUSSELLVILLE AND 6
 GC2424'MILES SOUTH OF LEWISBURG ON THE PROPERTY OF W.L.  CRAWFORD.  IT
 GC2424'IS ABOUT 0.05 MILE WEST OF STATE HIGHWAY 75, 22 FEET WEST OF A FENCE
 GC2424'CORNER AND 8 FEET SOUTH OF A WHITE WITNESS POST AND FENCE LINE.
 GC2424'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED EPLEY 1950.
 GC2424'
 GC2424'REFERENCE MARK NO. 1 IS 35 FEET NORTH OF THE NORTHWEST CORNER OF A
 GC2424'FRAME HOUSE, 4 FEET NORTHEAST OF A POWER POLE AND 1 FOOT NORTH OF A
 GC2424'FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2424'EPLEY NO 1 1950.
 GC2424'
 GC2424'REFERENCE MARK NO. 2 IS 3 FEET NORTH OF A FENCE LINE.  THE MARK
 GC2424'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED EPLEY NO 2 1950.
 GC2424'
 GC2424'AZIMUTH MARK IS 23 FEET EAST OF CENTER OF STATE HIGHWAY 75 AND 3 FEET
 GC2424'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND
 GC2424'THE DISK IS STAMPED EPLEY 1950.
 GC2424'
 GC2424'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND 106,
 GC2424'IN THE SOUTH SECTION OF LEWISBURG, GO SOUTH ON HIGHWAY 75 FOR
 GC2424'2.65 MILES TO THE HOME OF W.L. CRAWFORD ON RIGHT AND STATION AS
 GC2424'DESCRIBED.
 GC2424'
 GC2424'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST FOR ABOUT 0.05 MILE
 GC2424'TO HIGHWAY 75, TURN RIGHT AND GO SOUTH FOR 0.25 MILE TO THE
 GC2424'AZIMUTH MARK ON LEFT AS DESCRIBED.
 GC2424'
 GC2424'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2424
 GC2424                          STATION RECOVERY (1950)
 GC2424
 GC2424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 GC2424'RECOVERED IN GOOD CONDITION.
 GC2424
 GC2424                          STATION RECOVERY (1952)
 GC2424
 GC2424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2424'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GC2424'CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
 GC2424'
 GC2424'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
 GC2424
 GC2424                          STATION RECOVERY (1993)
 GC2424
 GC2424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GC2424'THE STATION IS LOCATED ABOUT 26 MILES (41.8 KM) WEST OF BOWLING GREEN
 GC2424'AND THREE MILES SOUTH OF LEWISBURG IN THE SOUTHEAST CORNER OF A
 GC2424'BARREN FIELD. OWNERSHIP--  MR. PORTEI CRAWFORD, 7577 LEWISBURG ROAD,
 GC2424'RUSSLEVILLE, KY 42276, (502) 726-7901.
 GC2424'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 106 EAST WITH
 GC2424'STATE HIGHWAY 431 IN LEWISBURG, GO SOUTH ON HIGHWAY 431 FOR 0.5 MILE
 GC2424'(0.8 KM) TO STATE ROAD 106 WEST ON THE RIGHT.  CONTINUE SOUTH ON
 GC2424'HIGHWAY 431 FOR 2.6 MILE (4.2 KM) TO LOGAN ALUMINUM GATE THREE ON THE
 GC2424'LEFT.  CONTINUE SOUTH ON HIGHWAY 431 FOR 0.05 MILE (0.08 KM) TO A
 GC2424'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO DUE WEST ON DIM ROAD
 GC2424'TOWARDS A WOODEN BARN FOR 200 FEET (61.0 M) TO THE STATION ON THE
 GC2424'RIGHT.
 GC2424'STATION IS A CONCRETE MONUMENT FLUSH WITH THE GROUND, LOCATED 5 M
 GC2424'(16.4 FT) NORTH FROM THE CENTERLINE OF A DIM ROAD WEST TO A WOODEN
 GC2424'BARN, 11 M (36.1 FT) WEST FROM A DIM ROAD NORTH TO A WOODEN SHED,
 GC2424'25.4 M (83.3 FT) WEST-NORTHWEST FROM POWER POLE H535, 100 FEET
 GC2424'(30.5 M) NORTHWEST FROM NORTHWEST CORNER OF TWO-STORY WHITE WOOD
 GC2424'HOUSE (NOTE-- HOUSE IS ABANDONED AND MAY BE REMOVED SOON,) AND 0.5 M
 GC2424'(1.6 FT) EAST FROM A WITNESS POST.
 GC2424
 GC2424                          STATION RECOVERY (1994)
 GC2424
 GC2424'RECOVERED 1994
 GC2424'RECOVERED IN GOOD CONDITION.
 GC2424
 GC2424                          STATION RECOVERY (2000)
 GC2424
 GC2424'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (JB)
 GC2424'1993 DESCRIPTION IS STILL GOOD.
 GC2424
 GC2424                          STATION RECOVERY (2001)
 GC2424
 GC2424'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (DP)
 GC2424'US 431 HAS BEEN REBUILT IN THIS AREA, HOUSE MENTIONED IN 1993 RECOVERY
 GC2424'NO LONGER HERE.
 GC2424
 GC2424                          STATION RECOVERY (2002)
 GC2424
 GC2424'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GC2424'RECOVERED AS DESCRIBED WITH THESE ADDITIONS...
 GC2424' 
 GC2424'STATION IS LOCATED 3.15 MILES S OF LEWISBURG, KY, 7 MILES NW OF
 GC2424'RUSSELVILLE KY ON SR 431.
 GC2424' 
 GC2424'PHONE NUMBER GIVEN IN 1993 RECOVERY NO LONGER WORKS.
 GC2424' 
 GC2424'TO REACH THE STATION FROM THE INTERSECTION OF SR 106 EAST AND SHWY 431
 GC2424'IN LEWISBURG, GO  SOUTH ON HWY 431 3.15 MILES TO LOGAN ALUMINUM GATE
 GC2424'3, CONTINUE FOR 155 FEET S ON HWY 431  TO A TWO TRACK ENTRANCE TO A
 GC2424'WEATHERED BARN, TURN RIGHT AND GO WEST ON TWO TRACK  FOR 209 FT TO THE
 GC2424'STATION ON THE RIGHT.
 GC2424' 
 GC2424'STATION IS A CONCRETE MONUMENT W/ BRASS DISK, 128 FT NE OF SE CORNER
 GC2424'OF A WEATHERED  BARN, 82.7 FEET NW OF ELECTRIC SERVICE POLE H535, 94.2
 GC2424'FT NW OF A CONCRETE MONUMENT 'AZ  MARK EPLEY (1950)', 208.3 FT W OF
 GC2424'THE CL OF SR 431.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3304 ***********************************************************************
 GY3304  DESIGNATION -  ERILINE
 GY3304  PID         -  GY3304
 GY3304  STATE/COUNTY-  KY/CLAY
 GY3304  USGS QUAD   -  BIG CREEK (1979)
 GY3304
 GY3304                         *CURRENT SURVEY CONTROL
 GY3304  ___________________________________________________________________
 GY3304* NAD 83(1993)-  37 11 00.18684(N)    083 36 29.70487(W)     ADJUSTED  
 GY3304* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 GY3304  ___________________________________________________________________
 GY3304  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 GY3304  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GY3304
 GY3304  HORZ ORDER  -  THIRD
 GY3304
 GY3304.The horizontal coordinates were established by classical geodetic methods
 GY3304.and adjusted by the National Geodetic Survey in December 1995..
 GY3304
 GY3304.The orthometric height was scaled from a topographic map.
 GY3304
 GY3304.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3304
 GY3304.The geoid height was determined by GEOID03.
 GY3304
 GY3304;                    North         East     Units Scale Factor Converg.
 GY3304;SPC KY1Z     - 1,096,524.804 1,690,160.852   MT  0.99997756   +1 18 53.8
 GY3304;SPC KY1Z     - 3,597,515.13  5,545,136.06   sFT  0.99997756   +1 18 53.8
 GY3304;SPC KY S     -   596,488.850   690,155.797   MT  0.99994885   +1 17 56.0
 GY3304;SPC KY S     - 1,956,980.50  2,264,286.14   sFT  0.99994885   +1 17 56.0
 GY3304;UTM  17      - 4,118,402.508   268,464.831   MT  1.00026043   -1 34 37.4
 GY3304
 GY3304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3304!SPC KY1Z     -   0.99993319  x   0.99997756  =   0.99991075
 GY3304!SPC KY S     -   0.99993319  x   0.99994885  =   0.99988204
 GY3304!UTM  17      -   0.99993319  x   1.00026043  =   1.00019360
 GY3304
 GY3304|---------------------------------------------------------------------|
 GY3304| PID    Reference Object                     Distance      Geod. Az  |
 GY3304|                                                           dddmmss.s |
 GY3304| DB9281 ERILINE RM 1                         24.573 METERS 12732     |
 GY3304| DB9282 ERILINE RM 2                         23.301 METERS 21139     |
 GY3304| GY3308 HECTOR                              APPROX. 8.0 KM 2462907.7 |
 GY3304|---------------------------------------------------------------------|
 GY3304
 GY3304                          SUPERSEDED SURVEY CONTROL
 GY3304
 GY3304  NAD 83(1986)-  37 11 00.19415(N)    083 36 29.70995(W) AD(       ) 3
 GY3304  NAD 27      -  37 10 59.86700(N)    083 36 30.02300(W) AD(       ) 3
 GY3304
 GY3304.Superseded values are not recommended for survey control.
 GY3304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3304.See file dsdata.txt to determine how the superseded data were derived.
 GY3304
 GY3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB6846518403(NAD 83)
 GY3304_MARKER: DS = TRIANGULATION STATION DISK
 GY3304_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3304_SP_SET: PREFABRICATED CONCRETE POST
 GY3304
 GY3304  HISTORY     - Date     Condition        Report By
 GY3304  HISTORY     - 1950     MONUMENTED       CGS
 GY3304
 GY3304                          STATION DESCRIPTION
 GY3304
 GY3304'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3304'STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF MANCHESTER AND
 GY3304'ABOUT 6 MILES SOUTHEAST OF ONEIDA.  IT IS 18 FEET NORTHWEST OF
 GY3304'A 12 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE, 12 FEET
 GY3304'SOUTHEAST OF A 8 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 GY3304'SOUTHEAST SIDE AND 4 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS
 GY3304'A CAST IRON PIPE 6 INCHES IN DIAMETER FILLED WITH CONCRETE WHICH
 GY3304'PROJECTS 2 INCHES WITH A STANDARD TRIANGULATION BRONZE STATION MARK
 GY3304'DISK ATOP STAMPED ERILINE 1950.
 GY3304'
 GY3304'REFERENCE MARK NO. 1.  THE MARK IS A CAST IRON PIPE 4 INCHES IN
 GY3304'DIAMETER FILLED WITH CONCRETE WHICH PROJECTS 6 INCHES WITH A
 GY3304'STANDARD TRIANGULATION BRONZE REFERENCE MARK DISK ATOP STAMPED
 GY3304'ERILINE NO 1 1950.
 GY3304'
 GY3304'REFERENCE MARK NO. 2.  THE MARK IS A CAST IRON PIPE 4 INCHES IN
 GY3304'DIAMETER FILLED WITH CONCRETE WHICH PROJECTS 4 INCHES WITH A
 GY3304'STANDARD TRIANGULATION BRONZE REFERENCE MARK DISK ATOP STAMPED
 GY3304'ERILINE NO 2 1950.
 GY3304'
 GY3304'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3304'
 GY3304'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 421 AND
 GY3304'STATE HIGHWAYS NO. 80 AND NO. 11 IN THE SOUTH EDGE OF MANCHESTER, GO
 GY3304'SOUTHEAST ON STATE HIGHWAY NO. 80 AND U.S. HIGHWAY NO. 421 FOR 13.9
 GY3304'MILES TO A GRAVEL T-ROAD LEFT, THIS IS ABOUT 0.05 MILE BEFORE
 GY3304'REACHING A BRIDGE ACROSS RED BIRD RIVER, TURN LEFT ON GRAVEL ROAD AND
 GY3304'GO 1.95 MILE TO THE ERILINE POST OFFICE, CONINTUE ON GRAVEL ROAD
 GY3304'FOR 0.4 MILE TO A ROAD FORK, TAKE THE LEFT ROAD AND GO UP HILL FOR
 GY3304'0.4 MILE TO THE TOP OF HILL BY ROAD, THIS IS END OF TRUCK
 GY3304'TRAVEL, HERE PACK UP HILL IN A SOUTHWESTERLY DIRECTION ON AN OLD
 GY3304'TRAIL TO THE TOP OF HILL AND THE STATION AS DESCRIBED. (30 MINUTE
 GY3304'PACK)
 GY3304'
 GY3304'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7973 ***********************************************************************
 AE7973  CBN         -  This is a Cooperative Base Network Control Station.
 AE7973  DESIGNATION -  ERLA A
 AE7973  PID         -  AE7973
 AE7973  STATE/COUNTY-  KY/KENTON
 AE7973  USGS QUAD   -  COVINGTON (1987)
 AE7973
 AE7973                         *CURRENT SURVEY CONTROL
 AE7973  ___________________________________________________________________
 AE7973* NAD 83(1993)-  39 01 29.90225(N)    084 36 52.55161(W)     ADJUSTED  
 AE7973* NAVD 88     -       264.213  (meters)     866.84   (feet)  ADJUSTED  
 AE7973  ___________________________________________________________________
 AE7973  X           -     465,684.408 (meters)                     COMP
 AE7973  Y           -  -4,939,859.318 (meters)                     COMP
 AE7973  Z           -   3,994,616.126 (meters)                     COMP
 AE7973  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AE7973  ELLIP HEIGHT-         230.19  (meters)          (11/03/04) GPS OBS
 AE7973  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AE7973  DYNAMIC HT  -         264.044 (meters)     866.28  (feet)  COMP
 AE7973  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 AE7973
 AE7973  HORZ ORDER  -  B
 AE7973  VERT ORDER  -  FIRST     CLASS II
 AE7973  ELLP ORDER  -  THIRD     CLASS I
 AE7973
 AE7973.This is a reference station for the ERLANGER
 AE7973.National Continuously Operating Reference Station (ERLA).
 AE7973
 AE7973.The horizontal coordinates were established by GPS observations
 AE7973.and adjusted by the National Geodetic Survey in May 1998..
 AE7973
 AE7973.The orthometric height was determined by differential leveling
 AE7973.and adjusted by the National Geodetic Survey in July 2002..
 AE7973
 AE7973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7973
 AE7973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7973
 AE7973.The ellipsoidal height was determined by GPS observations
 AE7973.and is referenced to NAD 83.
 AE7973
 AE7973.The geoid height was determined by GEOID03.
 AE7973
 AE7973.The dynamic height is computed by dividing the NAVD 88
 AE7973.geopotential number by the normal gravity value computed on the
 AE7973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7973.degrees latitude (g = 980.6199 gals.).
 AE7973
 AE7973.The modeled gravity was interpolated from observed gravity values.
 AE7973
 AE7973;                    North         East     Units Scale Factor Converg.
 AE7973;SPC KY1Z     - 1,299,345.147 1,598,329.243   MT  1.00010610   +0 41 49.5
 AE7973;SPC KY1Z     - 4,262,934.87  5,243,851.86   sFT  1.00010610   +0 41 49.5
 AE7973;SPC KY N     -   169,336.329   468,427.107   MT  1.00000938   -0 13 36.5
 AE7973;SPC KY N     -   555,564.27  1,536,831.27   sFT  1.00000938   -0 13 36.5
 AE7973;UTM  16      - 4,322,255.336   706,496.027   MT  1.00012508   +1 30 09.1
 AE7973
 AE7973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7973!SPC KY1Z     -   0.99996389  x   1.00010610  =   1.00006998
 AE7973!SPC KY N     -   0.99996389  x   1.00000938  =   0.99997327
 AE7973!UTM  16      -   0.99996389  x   1.00012508  =   1.00008896
 AE7973
 AE7973                          SUPERSEDED SURVEY CONTROL
 AE7973
 AE7973  ELLIP H (05/07/98)  230.21   (m)                       GP(       ) 4 1
 AE7973  NAVD 88 (05/07/98)  264.21   (m)          866.8    (f) LEVELING    3  
 AE7973
 AE7973.Superseded values are not recommended for survey control.
 AE7973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7973.See file dsdata.txt to determine how the superseded data were derived.
 AE7973
 AE7973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0649622255(NAD 83)
 AE7973_MARKER: I = METAL ROD
 AE7973_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE7973_STAMPING: ERLA A 1997
 AE7973_MARK LOGO: NGS   
 AE7973_PROJECTION: FLUSH
 AE7973_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7973+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2004
 AE7973_ROD/PIPE-DEPTH: 4.80 meters
 AE7973_SLEEVE-DEPTH  : 1.00 meters
 AE7973
 AE7973  HISTORY     - Date     Condition        Report By
 AE7973  HISTORY     - 1997     MONUMENTED       NGS
 AE7973  HISTORY     - 20010814 GOOD             KYDT
 AE7973  HISTORY     - 20020607 GOOD             WOOLPT
 AE7973  HISTORY     - 20021113 GOOD             WOOLPT
 AE7973  HISTORY     - 20041107 GOOD             DJR
 AE7973  HISTORY     - 20041229 GOOD             DJR
 AE7973
 AE7973                          STATION DESCRIPTION
 AE7973
 AE7973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AE7973'THE STATION IS LOCATED APPROXIMATELY 13 MILES (20.9 KM) SOUTH OF
 AE7973'CINCINNATI,OHIO.  TO REACH THE STATION FROM THE INTERSECTION OF
 AE7973'INTERSTATE I-71/I-75 (ERLANGER INTERCHANGE) AND STATE ROUTE 236
 AE7973'(COMMONWEALTH AVE) HEAD NORTH WEST ON STATE ROUTE 236 FOR 0.4 MI (0.6
 AE7973'KM) TO THE ON-RAMP FOR I-71/I-75 SOUTH BOUND.  TURN LEFT AND HEAD
 AE7973'SOUTH ON THE RAMP FOR ABOUT 0.2 MI (0.3 KM) TO A HILL ON THE LEFT WITH
 AE7973'A LONE OAK TREE.  NOTE-USE CAUTION AS THE ONLY PLACE TO PARK IS ON THE
 AE7973'ROAD SHOULDER.  THE STATION IS LOCATED AT THE TOP OF THE HILL, JUST
 AE7973'SOUTH WEST OF THE LONE OAK TREE AND SOUTH OF A CARSONITE WITNESS POST.
 AE7973'THE STATION IS A STAINLESS STEEL ROD WITH SLEEVE DRIVEN TO A DEPTH OF
 AE7973'4.0 METERS (13.1 FT) AND FLUSH WITH THE GROUND.THE STATION IS STAMPED
 AE7973'ERLA A 1997.
 AE7973
 AE7973                          STATION RECOVERY (2001)
 AE7973
 AE7973'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 AE7973'RECOVERED IN GOOD CONDITION.
 AE7973
 AE7973                          STATION RECOVERY (2002)
 AE7973
 AE7973'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 AE7973'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AE7973' 
 AE7973'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 AE7973'THE HORIZON ARE A
 AE7973'LONE TREE APPROXIMATELY 60 FEET NORTH-NORTHEAST EXTENDING 40 DEGREES
 AE7973'ABOVE THE
 AE7973'HORIZON.
 AE7973' 
 AE7973' 
 AE7973' 
 AE7973' 
 AE7973'
 AE7973
 AE7973                          STATION RECOVERY (2002)
 AE7973
 AE7973'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 AE7973'RECOVERED AS DESCRIBED WITH THESE ADDITIONS...
 AE7973' 
 AE7973'STATION IS ABOUT 20 M SW OF LONE OAK TREE, 7 M NW OF TOP OF HILL, AND
 AE7973'5 M ESE OF TOP OF HILL.
 AE7973
 AE7973                          STATION RECOVERY (2004)
 AE7973
 AE7973'RECOVERY NOTE BY D J RENSING 2004
 AE7973'RECOVERED IN GOOD CONDITION.
 AE7973
 AE7973                          STATION RECOVERY (2004)
 AE7973
 AE7973'RECOVERY NOTE BY D J RENSING 2004
 AE7973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7974 ***********************************************************************
 AE7974  CBN         -  This is a Cooperative Base Network Control Station.
 AE7974  DESIGNATION -  ERLA B
 AE7974  PID         -  AE7974
 AE7974  STATE/COUNTY-  KY/KENTON
 AE7974  USGS QUAD   -  COVINGTON (1987)
 AE7974
 AE7974                         *CURRENT SURVEY CONTROL
 AE7974  ___________________________________________________________________
 AE7974* NAD 83(1993)-  39 01 19.44875(N)    084 36 30.89589(W)     ADJUSTED  
 AE7974* NAVD 88     -       278.466  (meters)     913.60   (feet)  ADJUSTED  
 AE7974  ___________________________________________________________________
 AE7974  X           -     466,223.154 (meters)                     COMP
 AE7974  Y           -  -4,940,023.518 (meters)                     COMP
 AE7974  Z           -   3,994,374.663 (meters)                     COMP
 AE7974  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AE7974  ELLIP HEIGHT-         244.46  (meters)          (11/03/04) GPS OBS
 AE7974  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AE7974  DYNAMIC HT  -         278.288 (meters)     913.02  (feet)  COMP
 AE7974  MODELED GRAV-     979,980.8   (mgal)                       NAVD 88
 AE7974
 AE7974  HORZ ORDER  -  B
 AE7974  VERT ORDER  -  FIRST     CLASS II
 AE7974  ELLP ORDER  -  THIRD     CLASS I
 AE7974
 AE7974.This is a reference station for the ERLANGER
 AE7974.National Continuously Operating Reference Station (ERLA).
 AE7974
 AE7974.The horizontal coordinates were established by GPS observations
 AE7974.and adjusted by the National Geodetic Survey in May 1998..
 AE7974
 AE7974.The orthometric height was determined by differential leveling
 AE7974.and adjusted by the National Geodetic Survey in July 2002..
 AE7974
 AE7974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7974
 AE7974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7974
 AE7974.The ellipsoidal height was determined by GPS observations
 AE7974.and is referenced to NAD 83.
 AE7974
 AE7974.The geoid height was determined by GEOID03.
 AE7974
 AE7974.The dynamic height is computed by dividing the NAVD 88
 AE7974.geopotential number by the normal gravity value computed on the
 AE7974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7974.degrees latitude (g = 980.6199 gals.).
 AE7974
 AE7974.The modeled gravity was interpolated from observed gravity values.
 AE7974
 AE7974;                    North         East     Units Scale Factor Converg.
 AE7974;SPC KY1Z     - 1,299,029.130 1,598,854.119   MT  1.00010508   +0 42 02.8
 AE7974;SPC KY1Z     - 4,261,898.07  5,245,573.89   sFT  1.00010508   +0 42 02.8
 AE7974;SPC KY N     -   169,011.921   468,946.768   MT  1.00000889   -0 13 23.0
 AE7974;SPC KY N     -   554,499.94  1,538,536.19   sFT  1.00000889   -0 13 23.0
 AE7974;UTM  16      - 4,321,946.721   707,025.304   MT  1.00012777   +1 30 22.4
 AE7974
 AE7974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7974!SPC KY1Z     -   0.99996165  x   1.00010508  =   1.00006672
 AE7974!SPC KY N     -   0.99996165  x   1.00000889  =   0.99997054
 AE7974!UTM  16      -   0.99996165  x   1.00012777  =   1.00008941
 AE7974
 AE7974                          SUPERSEDED SURVEY CONTROL
 AE7974
 AE7974  ELLIP H (05/07/98)  244.46   (m)                       GP(       ) 4 1
 AE7974  NAVD 88 (05/07/98)  278.47   (m)          913.6    (f) LEVELING    3  
 AE7974
 AE7974.Superseded values are not recommended for survey control.
 AE7974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7974.See file dsdata.txt to determine how the superseded data were derived.
 AE7974
 AE7974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0702521947(NAD 83)
 AE7974_MARKER: DB = BENCH MARK DISK
 AE7974_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE7974_STAMPING: ERLA B 1997
 AE7974_MARK LOGO: NGS   
 AE7974_PROJECTION: FLUSH
 AE7974_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7974+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 AE7974_ROD/PIPE-DEPTH: 4.00 meters
 AE7974
 AE7974  HISTORY     - Date     Condition        Report By
 AE7974  HISTORY     - 1997     MONUMENTED       NGS
 AE7974  HISTORY     - 20001010 GOOD             WOOLPT
 AE7974  HISTORY     - 20010814 GOOD             KYDT
 AE7974  HISTORY     - 20021113 GOOD             WOOLPT
 AE7974  HISTORY     - 20030715 GOOD             NGS
 AE7974
 AE7974                          STATION DESCRIPTION
 AE7974
 AE7974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AE7974'STATION IS LOCATED APPROXIMATELY 13 MILES (20.9 KM) SOUTH OF
 AE7974'CINCINNATI, OHIO.  TO REACH THE STATION FROM THE INTERSECTION OF
 AE7974'INTERSTATE 71+75 AND STATE ROUTE 236 IN ERLANGER, KENTUCKY HEAD SOUTH
 AE7974'EAST ON STATE ROUTE 236 FOR 0.2 TO A STOPLIGHT.  TURN RIGHT ON BAKER
 AE7974'STREET AND GO SOUTHWEST FOR 0.05 MI (0.08 KM) TO GRAVES AVENUE TO THE
 AE7974'LLOYD HIGH SCHOOL SIGN AND STATION AS DESCRIBED.  THE STATION IS A
 AE7974'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 4 METERS (13.1 FT) AND FLUSH
 AE7974'WITH THE GROUND.  THE STATION IS LOCATED NORTH NORTHWEST OF THE LLOYD
 AE7974'SCHOOL SIGN AND STAMPED ERLA B 1997.
 AE7974
 AE7974                          STATION RECOVERY (2000)
 AE7974
 AE7974'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (GTF)
 AE7974'RECOVERED AS DESCRIBED.
 AE7974
 AE7974                          STATION RECOVERY (2001)
 AE7974
 AE7974'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 AE7974'RECOVERED IN GOOD CONDITION.
 AE7974
 AE7974                          STATION RECOVERY (2002)
 AE7974
 AE7974'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 AE7974'STATION RECOVERED AS DESCRIBED, WITH THE FOLLOWING ADDITION...
 AE7974' 
 AE7974'STATION IS 2 M - 2.5 M NNW OF 'LLOYD MEMORIAL HIGH SCHOOL' SIGN, 7.4 M
 AE7974'W OF THE FIRE  HYDRANT LOCATED AT THE INTERSECTION OF GRAVE AVE. AND
 AE7974'BAKER ST, AND 8.3 M NW OF A  CEMENT WATER METER COVER.
 AE7974
 AE7974                          STATION RECOVERY (2003)
 AE7974
 AE7974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRM)
 AE7974'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3229 ***********************************************************************
 JZ3229  DESIGNATION -  ERLANGER CO WATER DIST 1 TANK
 JZ3229  PID         -  JZ3229
 JZ3229  STATE/COUNTY-  KY/KENTON
 JZ3229  USGS QUAD   -  COVINGTON (1987)
 JZ3229
 JZ3229                         *CURRENT SURVEY CONTROL
 JZ3229  ___________________________________________________________________
 JZ3229* NAD 83(1993)-  39 01 27.40631(N)    084 35 33.93579(W)     ADJUSTED  
 JZ3229* NAVD 88     -                                                        
 JZ3229  ___________________________________________________________________
 JZ3229  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 JZ3229  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3229
 JZ3229  HORZ ORDER  -  THIRD
 JZ3229
 JZ3229.The horizontal coordinates were established by classical geodetic methods
 JZ3229.and adjusted by the National Geodetic Survey in April 1998..
 JZ3229
 JZ3229
 JZ3229.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3229
 JZ3229.The geoid height was determined by GEOID03.
 JZ3229
 JZ3229;                    North         East     Units Scale Factor Converg.
 JZ3229;SPC KY1Z     - 1,299,291.407 1,600,221.315   MT  1.00010586   +0 42 37.8
 JZ3229;SPC KY1Z     - 4,262,758.56  5,250,059.43   sFT  1.00010586   +0 42 37.8
 JZ3229;SPC KY N     -   169,252.098   470,317.883   MT  1.00000927   -0 12 47.6
 JZ3229;SPC KY N     -   555,287.92  1,543,034.59   sFT  1.00000927   -0 12 47.6
 JZ3229;UTM  16      - 4,322,228.202   708,388.712   MT  1.00013475   +1 30 58.5
 JZ3229
 JZ3229                          SUPERSEDED SURVEY CONTROL
 JZ3229
 JZ3229  NAD 83(1993)-  39 01 27.40987(N)    084 35 33.94018(W) AD(       ) 4
 JZ3229  NAD 83(1986)-  39 01 27.40628(N)    084 35 33.94703(W) AD(       ) 4
 JZ3229  NAD 27      -  39 01 27.18247(N)    084 35 34.14712(W) AD(       ) 3
 JZ3229
 JZ3229.Superseded values are not recommended for survey control.
 JZ3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3229.See file dsdata.txt to determine how the superseded data were derived.
 JZ3229
 JZ3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0838922228(NAD 83)
 JZ3229_MARKER: 53 = ELEVATED TANK
 JZ3229
 JZ3229  HISTORY     - Date     Condition        Report By
 JZ3229  HISTORY     - 1965     FIRST OBSERVED   KYHD
 JZ3229  HISTORY     - 1973     GOOD             NGS
 JZ3229
 JZ3229                          STATION DESCRIPTION
 JZ3229
 JZ3229'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 JZ3229'STATION IS LOCATED IN THE NORTHEAST EDGE OF ERLANGER, NEAR THE KINNAIR
 JZ3229'BODY WORKS, INC. IT IS AN 8 LEGGED STEEL STRUCTURE PAINTED SILVER,
 JZ3229'APPROXIMATELY 100 FEET HIGH, WITH THE LEGEND KENTON CO. WATER
 JZ3229'DISTRICT NO. 1 PAINTED ON THE SIDE.  POINT OBSERVED WAS CENTER
 JZ3229'OF BALL ON TOP TANK.
 JZ3229'
 JZ3229'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 JZ3229'HIGHWAY 236 IN ERLANGER, GO NORTHEAST ON U.S.  HIGHWAY 25 FOR
 JZ3229'0.7 MILE TO KENTON LANDS ROAD LEFT. TURN LEFT AND GO NORTHWEST ON
 JZ3229'KENTON LANDS ROAD FOR 0.15 MILE TO STATION ON LEFT AS DESCRIBED.
 JZ3229
 JZ3229                          STATION RECOVERY (1973)
 JZ3229
 JZ3229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 JZ3229'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 JZ3229'DESCRIBED.  THE TANK IS A 6 LEGGED STEEL TANK, PAINTED WITH A LIGHT
 JZ3229'GREEN TANK, WITH GRASS GREEN LEGS.
 JZ3229'
 JZ3229'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ERLANGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AF9581 ***********************************************************************
 AF9581  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9581  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9581  DESIGNATION -  ERLANGER CORS ARP
 AF9581  CORS_ID     -  ERLA
 AF9581  PID         -  AF9581
 AF9581  STATE/COUNTY-  KY/KENTON
 AF9581  USGS QUAD   -  COVINGTON (1987)
 AF9581
 AF9581                         *CURRENT SURVEY CONTROL
 AF9581  ___________________________________________________________________
 AF9581* NAD 83(CORS)-  39 01 23.51249(N)    084 36 21.24893(W)     ADJUSTED  
 AF9581* NAVD 88     -       289.12   (meters)     948.6    (feet)  GPS OBS   
 AF9581  ___________________________________________________________________
 AF9581  EPOCH DATE  -        2002.00
 AF9581  X           -     466,447.558 (meters)                     COMP
 AF9581  Y           -  -4,939,931.388 (meters)                     COMP
 AF9581  Z           -   3,994,478.730 (meters)                     COMP
 AF9581  ELLIP HEIGHT-         255.11  (meters)          (03/??/02) GPS OBS
 AF9581  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AF9581
 AF9581  HORZ ORDER  -  SPECIAL (CORS)
 AF9581  ELLP ORDER  -  SPECIAL (CORS)
 AF9581
 AF9581.ITRF positions are available for this station.
 AF9581.The coordinates were established by GPS observations
 AF9581.and adjusted by the National Geodetic Survey in March 2002..
 AF9581.The coordinates are valid at the epoch date displayed above.
 AF9581.The epoch date for horizontal control is a decimal equivalence
 AF9581.of Year/Month/Day.
 AF9581
 AF9581.The orthometric height was determined by GPS observations and a
 AF9581.high-resolution geoid model using precise GPS observation and
 AF9581.processing techniques.
 AF9581
 AF9581.The PID for the CORS L1 Phase Center is DI0170.
 AF9581
 AF9581.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9581
 AF9581.The ellipsoidal height was determined by GPS observations
 AF9581.and is referenced to NAD 83.
 AF9581
 AF9581.The geoid height was determined by GEOID03.
 AF9581
 AF9581;                    North         East     Units Scale Factor Converg.
 AF9581;SPC KY1Z     - 1,299,157.292 1,599,084.651   MT  1.00010548   +0 42 08.8
 AF9581;SPC KY1Z     - 4,262,318.55  5,246,330.23   sFT  1.00010548   +0 42 08.8
 AF9581;SPC KY N     -   169,136.338   469,179.315   MT  1.00000908   -0 13 17.0
 AF9581;SPC KY N     -   554,908.14  1,539,299.14   sFT  1.00000908   -0 13 17.0
 AF9581
 AF9581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9581!SPC KY1Z     -   0.99995998  x   1.00010548  =   1.00006545
 AF9581!SPC KY N     -   0.99995998  x   1.00000908  =   0.99996906
 AF9581
 AF9581                          SUPERSEDED SURVEY CONTROL
 AF9581
 AF9581  NAD 83(CORS)-  39 01 23.51262(N)    084 36 21.24910(W) AD(1997.00) c
 AF9581  ELLIP H (07/??/98)  255.11   (m)                       GP(1997.00) c c
 AF9581  NAD 83(CORS)-  39 01 23.51262(N)    084 36 21.24910(W) AD(1996.00) c
 AF9581  ELLIP H (02/??/97)  255.11   (m)                       GP(1996.00) c c
 AF9581
 AF9581.Superseded values are not recommended for survey control.
 AF9581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9581.See file dsdata.txt to determine how the superseded data were derived.
 AF9581
 AF9581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0725422078(NAD 83)
 AF9581_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9581
 AF9581                          STATION DESCRIPTION
 AF9581
 AF9581'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9581'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9581'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9581'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9581'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9581'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI0170 ***********************************************************************
 DI0170  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0170  DESIGNATION -  ERLANGER CORS L1 PHASE CENTER
 DI0170  CORS_ID     -  ERLA
 DI0170  PID         -  DI0170
 DI0170  STATE/COUNTY-  KY/KENTON
 DI0170  USGS QUAD   -  COVINGTON (1987)
 DI0170
 DI0170                         *CURRENT SURVEY CONTROL
 DI0170  ___________________________________________________________________
 DI0170* NAD 83(CORS)-  39 01 23.51251(N)    084 36 21.24890(W)     ADJUSTED  
 DI0170* NAVD 88     -                                                        
 DI0170  ___________________________________________________________________
 DI0170  EPOCH DATE  -        2002.00
 DI0170  X           -     466,447.566 (meters)                     COMP
 DI0170  Y           -  -4,939,931.465 (meters)                     COMP
 DI0170  Z           -   3,994,478.794 (meters)                     COMP
 DI0170  ELLIP HEIGHT-         255.21  (meters)          (03/??/02) GPS OBS
 DI0170  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DI0170
 DI0170  HORZ ORDER  -  SPECIAL (CORS)
 DI0170  ELLP ORDER  -  SPECIAL (CORS)
 DI0170
 DI0170.ITRF positions are available for this station.
 DI0170.The coordinates were established by GPS observations
 DI0170.and adjusted by the National Geodetic Survey in March 2002..
 DI0170.The coordinates are valid at the epoch date displayed above.
 DI0170.The epoch date for horizontal control is a decimal equivalence
 DI0170.of Year/Month/Day.
 DI0170
 DI0170
 DI0170.The PID for the CORS ARP is AF9581.
 DI0170
 DI0170.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0170
 DI0170.The ellipsoidal height was determined by GPS observations
 DI0170.and is referenced to NAD 83.
 DI0170
 DI0170.The geoid height was determined by GEOID03.
 DI0170
 DI0170;                    North         East     Units Scale Factor Converg.
 DI0170;SPC KY1Z     - 1,299,157.293 1,599,084.652   MT  1.00010548   +0 42 08.8
 DI0170;SPC KY1Z     - 4,262,318.55  5,246,330.23   sFT  1.00010548   +0 42 08.8
 DI0170;SPC KY N     -   169,136.339   469,179.315   MT  1.00000908   -0 13 17.0
 DI0170;SPC KY N     -   554,908.14  1,539,299.14   sFT  1.00000908   -0 13 17.0
 DI0170
 DI0170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0170!SPC KY1Z     -   0.99995996  x   1.00010548  =   1.00006544
 DI0170!SPC KY N     -   0.99995996  x   1.00000908  =   0.99996904
 DI0170
 DI0170                          SUPERSEDED SURVEY CONTROL
 DI0170
 DI0170  NAD 83(CORS)-  39 01 23.51264(N)    084 36 21.24907(W) AD(1997.00) c
 DI0170  ELLIP H (07/??/98)  255.21   (m)                       GP(1997.00) c c
 DI0170  NAD 83(CORS)-  39 01 23.51264(N)    084 36 21.24907(W) AD(1996.00) c
 DI0170  ELLIP H (02/??/97)  255.21   (m)                       GP(1996.00) c c
 DI0170
 DI0170.Superseded values are not recommended for survey control.
 DI0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0170.See file dsdata.txt to determine how the superseded data were derived.
 DI0170
 DI0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0725422078(NAD 83)
 DI0170_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0170
 DI0170                          STATION DESCRIPTION
 DI0170
 DI0170'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0170'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0170'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0170'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0170'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0170'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3239 ***********************************************************************
 JZ3239  DESIGNATION -  ERLANGER MUNICIPAL TANK
 JZ3239  PID         -  JZ3239
 JZ3239  STATE/COUNTY-  KY/KENTON
 JZ3239  USGS QUAD   -  COVINGTON (1987)
 JZ3239
 JZ3239                         *CURRENT SURVEY CONTROL
 JZ3239  ___________________________________________________________________
 JZ3239* NAD 83(1993)-  39 01 07.40837(N)    084 34 42.77245(W)     ADJUSTED  
 JZ3239* NAVD 88     -                                                        
 JZ3239  ___________________________________________________________________
 JZ3239  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 JZ3239  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ3239
 JZ3239  HORZ ORDER  -  THIRD
 JZ3239
 JZ3239.The horizontal coordinates were established by classical geodetic methods
 JZ3239.and adjusted by the National Geodetic Survey in April 1998..
 JZ3239
 JZ3239
 JZ3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3239
 JZ3239.The geoid height was determined by GEOID03.
 JZ3239
 JZ3239;                    North         East     Units Scale Factor Converg.
 JZ3239;SPC KY1Z     - 1,298,690.056 1,601,459.808   MT  1.00010391   +0 43 09.2
 JZ3239;SPC KY1Z     - 4,260,785.63  5,254,122.72   sFT  1.00010391   +0 43 09.2
 JZ3239;SPC KY N     -   168,630.920   471,546.403   MT  1.00000833   -0 12 15.8
 JZ3239;SPC KY N     -   553,249.94  1,547,065.16   sFT  1.00000833   -0 12 15.8
 JZ3239;SPC OH S     -   115,163.600   420,014.126   MT  0.99995615   -1 19 08.0
 JZ3239;UTM  16      - 4,321,644.308   709,635.581   MT  1.00014117   +1 31 30.1
 JZ3239
 JZ3239                          SUPERSEDED SURVEY CONTROL
 JZ3239
 JZ3239  NAD 83(1993)-  39 01 07.41236(N)    084 34 42.78306(W) AD(       ) 4
 JZ3239  NAD 83(1986)-  39 01 07.41176(N)    084 34 42.78371(W) AD(       ) 4
 JZ3239  NAD 27      -  39 01 07.19500(N)    084 34 42.97100(W) AD(       ) 3
 JZ3239
 JZ3239.Superseded values are not recommended for survey control.
 JZ3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3239.See file dsdata.txt to determine how the superseded data were derived.
 JZ3239
 JZ3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0963621644(NAD 83)
 JZ3239_MARKER: 53 = ELEVATED TANK
 JZ3239
 JZ3239  HISTORY     - Date     Condition        Report By
 JZ3239  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3239  HISTORY     - 1965     GOOD             CGS
 JZ3239  HISTORY     - 20040310 MARK NOT FOUND   GEOCAC
 JZ3239
 JZ3239                          STATION DESCRIPTION
 JZ3239
 JZ3239'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3239'STATION IS LOCATED ABOUT 1/2 MILE NORTH OF THE TOWN OF ERLANGER,
 JZ3239'KENTUCKY AND JUST EAST OF U.S. HIGHWAY 42 ON A HIGH KNOLL. THE
 JZ3239'TANK IS OF STEEL CONSTRUCTION, ABOUT 200 FEET HIGH AND IS PAINTED
 JZ3239'SILVER.
 JZ3239'
 JZ3239'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 JZ3239
 JZ3239                          STATION RECOVERY (1965)
 JZ3239
 JZ3239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 JZ3239'THE PREVIOUS DESCRIPTION IS NOT ADEQUATE. FROM THE INTERSECTION OF
 JZ3239'STATE HIGHWAY 236 AND US HIGHWAYS 25, 42, 127 IN ERLANGER,
 JZ3239'TRAVEL NORTHEAST FOR 1.1 MILES TO DUDLEY ROAD, TURN RIGHT, SOUTHEAST
 JZ3239'AND TRAVEL FOR 0.45 MILE TO THE WATER TANK ON THE LEFT. THE TANK
 JZ3239'IS ABOUT 300 FEET NORTHEAST OF DUDLEY ROAD. IT IS ABOUT 150 FEET HIGH
 JZ3239'AND PAINTED SILVER.  IT IS A 10 LEGGED STEEL TANK. THE TANK HAS
 JZ3239'KENTON COUNTY WATER DISTRICT NO. 1 PAINTED ON THE NORTH SIDE. THE
 JZ3239'TANK IS NOT OWNED BY THE CITY OF ERLANGER.
 JZ3239
 JZ3239                          STATION RECOVERY (2004)
 JZ3239
 JZ3239'RECOVERY NOTE BY GEOCACHING 2004 (JLM)
 JZ3239'WATER TOWER WAS DESTROYED 10+ YEARS AGO.  IT APPEARS EVEN THE CONCRETE
 JZ3239'FOOTINGS WERE REMOVED.  ABLE AND WILLING TO SUBMIT DIGITAL PICTURES OF
 JZ3239'THE NOW VACANT SITE UPON REQUEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2445 ***********************************************************************
 GB2445  DESIGNATION -  ESTES
 GB2445  PID         -  GB2445
 GB2445  STATE/COUNTY-  KY/METCALFE
 GB2445  USGS QUAD   -  SULPHUR LICK (1982)
 GB2445
 GB2445                         *CURRENT SURVEY CONTROL
 GB2445  ___________________________________________________________________
 GB2445* NAD 83(1993)-  36 50 55.93570(N)    085 40 26.09466(W)     ADJUSTED  
 GB2445* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 GB2445  ___________________________________________________________________
 GB2445  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 GB2445  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GB2445
 GB2445  HORZ ORDER  -  FIRST
 GB2445
 GB2445.The horizontal coordinates were established by classical geodetic methods
 GB2445.and adjusted by the National Geodetic Survey in December 1995..
 GB2445
 GB2445.The orthometric height was scaled from a topographic map.
 GB2445
 GB2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2445
 GB2445.The geoid height was determined by GEOID03.
 GB2445
 GB2445;                    North         East     Units Scale Factor Converg.
 GB2445;SPC KY1Z     - 1,057,220.987 1,506,786.253   MT  1.00006435   +0 02 48.2
 GB2445;SPC KY1Z     - 3,468,565.85  4,943,514.57   sFT  1.00006435   +0 02 48.2
 GB2445;SPC KY S     -   557,213.790   506,785.687   MT  0.99998104   +0 02 46.1
 GB2445;SPC KY S     - 1,828,125.58  1,662,679.37   sFT  0.99998104   +0 02 46.1
 GB2445;UTM  16      - 4,078,927.924   618,225.909   MT  0.99977219   +0 47 43.3
 GB2445
 GB2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2445!SPC KY1Z     -   0.99994959  x   1.00006435  =   1.00001394
 GB2445!SPC KY S     -   0.99994959  x   0.99998104  =   0.99993063
 GB2445!UTM  16      -   0.99994959  x   0.99977219  =   0.99972179
 GB2445
 GB2445|---------------------------------------------------------------------|
 GB2445| PID    Reference Object                     Distance      Geod. Az  |
 GB2445|                                                           dddmmss.s |
 GB2445| CG5762 ESTES RM 1                           10.096 METERS 08710     |
 GB2445| GB2470 MYERS                               APPROX.14.0 KM 2485708.1 |
 GB2445| CG5763 ESTES RM 2                           10.957 METERS 35630     |
 GB2445|---------------------------------------------------------------------|
 GB2445
 GB2445                          SUPERSEDED SURVEY CONTROL
 GB2445
 GB2445  NAD 83(1986)-  36 50 55.94655(N)    085 40 26.10151(W) AD(       ) 1
 GB2445  NAD 27      -  36 50 55.74700(N)    085 40 26.19200(W) AD(       ) 1
 GB2445
 GB2445.Superseded values are not recommended for survey control.
 GB2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2445.See file dsdata.txt to determine how the superseded data were derived.
 GB2445
 GB2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1822678928(NAD 83)
 GB2445_MARKER: DS = TRIANGULATION STATION DISK
 GB2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2445
 GB2445  HISTORY     - Date     Condition        Report By
 GB2445  HISTORY     - 1939     MONUMENTED       CGS
 GB2445
 GB2445                          STATION DESCRIPTION
 GB2445
 GB2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 GB2445'ON A HIGH RIDGE ABOUT 9.5 MILES SOUTH-SOUTHEAST OF EDMONTON AND 11
 GB2445'MILES NORTH OF TOMPKINSVILLE, ON LAND OWNED BY E.E.  ESTES, IN VERY
 GB2445'DENSE WOODS.  MARK IS SET IN CONCRETE, PROJECTING 6 INCHES AND
 GB2445'STAMPED ESTES 1939, 22 FEET SOUTHWEST OF A 20-INCH TRIANGULAR-BLAZED
 GB2445'OAK TREE, 33 FEET NORTH OF A 24-INCH OAK TREE AND 29 FEET SOUTHEAST
 GB2445'OF AN 18-INCH OAK TREE.
 GB2445'
 GB2445'TO REACH STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE IN
 GB2445'GLASGOW, GO EAST ON STATE ROUTE 90 FOR 16.7 MILES TO A MAIN CROSS
 GB2445'HIGHWAY, TURN RIGHT AND GO 0.95 MILE TO A T ROAD ANGLING TO THE
 GB2445'RIGHT, TURN RIGHT AND GO 0.55 MILE TO A T ROAD TO THE LEFT, TURN
 GB2445'LEFT AND GO 0.2 MILE TO A GATE, CONTINUE 0.15 MILE TO ANOTHER GATE,
 GB2445'CONTINUE 0.15 MILE TO A T INTERSECTION, TURN LEFT AND GO 0.25
 GB2445'MILE TO A TRIPLE-NOTCHED SAPLING ON THE RIGHT SIDE OF THE ROAD AT AN
 GB2445'OLD WAGON TRAIL, TURN RIGHT ON WAGON TRAIL AND GO 0.05 MILE TO
 GB2445'A RAIL FENCE, PASS THROUGH FENCE, TURN LEFT AND FOLLOW FENCE 0.05
 GB2445'MILE TO THE SOUTHEAST CORNER OF THE FENCE AND A BLAZED WALNUT
 GB2445'SAPLING, PASS THROUGH FENCE AND GO ABOUT 50 PACES TO A
 GB2445'TRIANGULAR-BLAZED OAK TREE AND STATION.
 GB2445'
 GB2445'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GB2445'SET IN CONCRETE.
 GB2445'
 GB2445'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND PROJECTS 6 INCHES, 12
 GB2445'FEET SOUTHEAST OF A 20-INCH TRIANGLE-BLAZED OAK TREE.  REFERENCE
 GB2445'MARK NO. 2 IS NORTH OF THE STATION AND PROJECTS 6 INCHES, 7 FEET
 GB2445'NORTHEAST OF AN 18-INCH OAK TREE AND 37 FEET NORTHWEST OF A 20-INCH
 GB2445'TRIANGLE-BLAZED OAK TREE.
 GB2445'
 GB2445'NO PLACE SUITABLE FOR AN AZIMUTH MARK DUE TO DENSE WOODS.
 GB2445'
 GB2445'HEIGHT OF LIGHT ABOVE STATION MARK -30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2819 ***********************************************************************
 GZ2819  DESIGNATION -  ETOWN
 GZ2819  PID         -  GZ2819
 GZ2819  STATE/COUNTY-  KY/HARDIN
 GZ2819  USGS QUAD   -  CECILIA (1992)
 GZ2819
 GZ2819                         *CURRENT SURVEY CONTROL
 GZ2819  ___________________________________________________________________
 GZ2819* NAD 83(1993)-  37 40 28.42762(N)    085 54 13.58471(W)     ADJUSTED  
 GZ2819* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 GZ2819  ___________________________________________________________________
 GZ2819  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 GZ2819  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 GZ2819
 GZ2819  HORZ ORDER  -  THIRD
 GZ2819
 GZ2819.The horizontal coordinates were established by classical geodetic methods
 GZ2819.and adjusted by the National Geodetic Survey in December 1995..
 GZ2819
 GZ2819.The orthometric height was scaled from a topographic map.
 GZ2819
 GZ2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2819
 GZ2819.The geoid height was determined by GEOID03.
 GZ2819
 GZ2819;                    North         East     Units Scale Factor Converg.
 GZ2819;SPC KY1Z     - 1,148,864.139 1,486,435.437   MT  0.99991112   -0 05 39.9
 GZ2819;SPC KY1Z     - 3,769,231.76  4,876,746.93   sFT  0.99991112   -0 05 39.9
 GZ2819;SPC KY S     -   648,855.390   486,434.733   MT  0.99996300   -0 05 35.7
 GZ2819;SPC KY S     - 2,128,786.39  1,595,911.29   sFT  0.99996300   -0 05 35.7
 GZ2819;UTM  16      - 4,170,273.384   596,671.028   MT  0.99971511   +0 40 12.1
 GZ2819
 GZ2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2819!SPC KY1Z     -   0.99996920  x   0.99991112  =   0.99988033
 GZ2819!SPC KY S     -   0.99996920  x   0.99996300  =   0.99993221
 GZ2819!UTM  16      -   0.99996920  x   0.99971511  =   0.99968432
 GZ2819
 GZ2819:                Primary Azimuth Mark                     Grid Az
 GZ2819:SPC KY1Z     -  ELIZABETHTOWN MUNICIPAL TANK             034 06 32.0
 GZ2819:SPC KY S     -  ELIZABETHTOWN MUNICIPAL TANK             034 06 27.8
 GZ2819:UTM  16      -  ELIZABETHTOWN MUNICIPAL TANK             033 20 40.0
 GZ2819
 GZ2819|---------------------------------------------------------------------|
 GZ2819| PID    Reference Object                     Distance      Geod. Az  |
 GZ2819|                                                           dddmmss.s |
 GZ2819| GZ2818 ELIZABETHTOWN MUNICIPAL TANK        APPROX. 4.3 KM 0340052.1 |
 GZ2819| GZ2821 TT 12 TN USGS 1950                  209.438 METERS 06313     |
 GZ2819| CG8606 ETOWN RM 1                           31.141 METERS 08056     |
 GZ2819| GZ2806 ELIZABETHTOWN ST POL RAD MAST       APPROX. 4.8 KM 0811244.8 |
 GZ2819| CG8607 ETOWN RM 2                           29.820 METERS 14830     |
 GZ2819| CG8605 ETOWN AZ MK                                        2441013.6 |
 GZ2819|---------------------------------------------------------------------|
 GZ2819
 GZ2819                          SUPERSEDED SURVEY CONTROL
 GZ2819
 GZ2819  NAD 83(1986)-  37 40 28.43448(N)    085 54 13.59255(W) AD(       ) 3
 GZ2819  NAD 27      -  37 40 28.19800(N)    085 54 13.75600(W) AD(       ) 3
 GZ2819
 GZ2819.Superseded values are not recommended for survey control.
 GZ2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2819.See file dsdata.txt to determine how the superseded data were derived.
 GZ2819
 GZ2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9667170273(NAD 83)
 GZ2819_MARKER: DS = TRIANGULATION STATION DISK
 GZ2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2819
 GZ2819  HISTORY     - Date     Condition        Report By
 GZ2819  HISTORY     - 1950     MONUMENTED       CGS
 GZ2819
 GZ2819                          STATION DESCRIPTION
 GZ2819
 GZ2819'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2819'STATION IS LOCATED ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 62, 3.0
 GZ2819'MILES SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 31W AND 62 IN
 GZ2819'ELIZABETHTOWN AND ON PROPERTY OWNED BY J.W. LANGLAY. IT IS 38 FEET
 GZ2819'WEST OF THE NORTHWEST CORNER OF A HOUSE, 30 FEET WEST OF A 12 INCH
 GZ2819'OAK TREE AND 28 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY. THE MARK
 GZ2819'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ETOWN 1950.
 GZ2819'
 GZ2819'REFERENCE MARK NO. 1 IS 61 FEET SOUTHEAST OF THE CENTER OF THE
 GZ2819'HIGHWAY AND 3 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE. THE
 GZ2819'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ETOWN NO 1
 GZ2819'1950.
 GZ2819'
 GZ2819'REFERENCE MARK NO. 2 IS 42 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 GZ2819'HOUSE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GZ2819'ETOWN NO 2 1950.
 GZ2819'
 GZ2819'TT 12 TN (USGS) BM IS 27 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY
 GZ2819'AND 23 FEET WEST OF THE CENTER OF A GRAVEL ROAD.  THE MARK IS A
 GZ2819'6X6 CONCRETE POST PROJECTING ABOUT 4 INCHES WITH A STANDARD USGS
 GZ2819'BENCH MARK DISK IN THE CENTER OF THE TOP STAMPED TT 12 TN 1933.
 GZ2819'
 GZ2819'AZIMUTH MARK IS ON THE NORTHWEST SIDE OF HIGHWAY 62. IT IS 25 FEET
 GZ2819'NORTHWEST OF THE CENTER OF THE HIGHWAY, 6 FEET EAST OF A POWER
 GZ2819'POLE, 2 FEET SOUTHEAST OF A FENCELINE AND 2 FEET SOUTHEAST OF A WHITE
 GZ2819'WITNESS POST. THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 GZ2819'STAMPED ETOWN 1950.
 GZ2819'
 GZ2819'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2981 ***********************************************************************
 GZ2981  DESIGNATION -  EUBANK
 GZ2981  PID         -  GZ2981
 GZ2981  STATE/COUNTY-  KY/PULASKI
 GZ2981  USGS QUAD   -  SCIENCE HILL (1961)
 GZ2981
 GZ2981                         *CURRENT SURVEY CONTROL
 GZ2981  ___________________________________________________________________
 GZ2981* NAD 83(1993)-  37 14 45.74361(N)    084 37 36.99341(W)     ADJUSTED  
 GZ2981* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 GZ2981  ___________________________________________________________________
 GZ2981  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 GZ2981  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GZ2981
 GZ2981  HORZ ORDER  -  THIRD
 GZ2981
 GZ2981.The horizontal coordinates were established by classical geodetic methods
 GZ2981.and adjusted by the National Geodetic Survey in December 1995..
 GZ2981
 GZ2981.The orthometric height was scaled from a topographic map.
 GZ2981
 GZ2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2981
 GZ2981.The geoid height was determined by GEOID03.
 GZ2981
 GZ2981;                    North         East     Units Scale Factor Converg.
 GZ2981;SPC KY1Z     - 1,101,895.445 1,599,636.309   MT  0.99996504   +0 41 22.2
 GZ2981;SPC KY1Z     - 3,615,135.31  5,248,140.12   sFT  0.99996504   +0 41 22.2
 GZ2981;SPC KY S     -   601,878.705   599,634.528   MT  0.99994658   +0 40 51.9
 GZ2981;SPC KY S     - 1,974,663.72  1,967,300.95   sFT  0.99994658   +0 40 51.9
 GZ2981;UTM  16      - 4,124,805.909   710,479.279   MT  1.00014575   +1 26 12.5
 GZ2981
 GZ2981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2981!SPC KY1Z     -   0.99994852  x   0.99996504  =   0.99991356
 GZ2981!SPC KY S     -   0.99994852  x   0.99994658  =   0.99989510
 GZ2981!UTM  16      -   0.99994852  x   1.00014575  =   1.00009426
 GZ2981
 GZ2981|---------------------------------------------------------------------|
 GZ2981| PID    Reference Object                     Distance      Geod. Az  |
 GZ2981|                                                           dddmmss.s |
 GZ2981| DB9294 EUBANK RM 2                           7.974 METERS 20427     |
 GZ2981| DB9292 EUBANK AZ MK                                       3161654.8 |
 GZ2981| DB9293 EUBANK RM 1                           8.611 METERS 33838     |
 GZ2981| GZ0998 DIAMOND                             APPROX. 5.8 KM 3490411.3 |
 GZ2981|---------------------------------------------------------------------|
 GZ2981
 GZ2981                          SUPERSEDED SURVEY CONTROL
 GZ2981
 GZ2981  NAD 83(1986)-  37 14 45.75247(N)    084 37 37.00149(W) AD(       ) 3
 GZ2981  NAD 27      -  37 14 45.47500(N)    084 37 37.21000(W) AD(       ) 3
 GZ2981
 GZ2981.Superseded values are not recommended for survey control.
 GZ2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2981.See file dsdata.txt to determine how the superseded data were derived.
 GZ2981
 GZ2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1047924806(NAD 83)
 GZ2981_MARKER: DS = TRIANGULATION STATION DISK
 GZ2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2981
 GZ2981  HISTORY     - Date     Condition        Report By
 GZ2981  HISTORY     - 1950     MONUMENTED       CGS
 GZ2981
 GZ2981                          STATION DESCRIPTION
 GZ2981
 GZ2981'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2981'STATION IS LOCATED ABOUT 10 MILES NORTH OF SOMERSET AND ABOUT 3 MILES
 GZ2981'SOUTHEAST OF EUBANK. IT IS 125 FEET NORTHEAST OF THE NORTHEAST
 GZ2981'CORNER OF A FRAME HOUSE, 26 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 GZ2981'NO. 27, 20 FEET NORTH OF THE CENTER OF DRIVEWAY AND 5 FEET WEST OF A
 GZ2981'WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED EUBANK
 GZ2981'1950.
 GZ2981'
 GZ2981'REFERENCE MARK NO. 1 IS 21 FEET WEST OF THE CENTER OF HIGHWAY AND 1
 GZ2981'FOOT WEST OF A FENCELINE. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GZ2981'EUBANK NO 1 1950.
 GZ2981'
 GZ2981'REFERENCE MARK NO. 2 IS 44 FEET WEST OF THE CENTER OF HIGHWAY AND 1
 GZ2981'FOOT NORTH OF A FENCELINE. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GZ2981'EUBANK NO 2 1950.
 GZ2981'
 GZ2981'AZIMUTH MARK IS 20 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 27, 1
 GZ2981'FOOT WEST OF A FENCELINE AND 1 FOOT SOUTH OF A WHITE WITNESS
 GZ2981'POST. THE MARK IS FLUSH AND THE DISK IS STAMPED EUBANK 1950.
 GZ2981'
 GZ2981'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN SOMERSET, GO NORTH ON
 GZ2981'U.S. HIGHWAY NO. 27 FOR 11.9 MILES TO THE STATION ON THE LEFT AS
 GZ2981'DESCRIBED, CONTINUE FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GZ2981'
 GZ2981'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2469 ***********************************************************************
 HY2469  DESIGNATION -  EWING
 HY2469  PID         -  HY2469
 HY2469  STATE/COUNTY-  KY/FLEMING
 HY2469  USGS QUAD   -  COWAN (1978)
 HY2469
 HY2469                         *CURRENT SURVEY CONTROL
 HY2469  ___________________________________________________________________
 HY2469* NAD 83(1993)-  38 25 31.74917(N)    083 52 54.85639(W)     ADJUSTED  
 HY2469* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 HY2469  ___________________________________________________________________
 HY2469  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 HY2469  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HY2469
 HY2469  HORZ ORDER  -  SECOND
 HY2469
 HY2469.The horizontal coordinates were established by classical geodetic methods
 HY2469.and adjusted by the National Geodetic Survey in December 1995..
 HY2469
 HY2469.The orthometric height was scaled from a topographic map.
 HY2469
 HY2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2469
 HY2469.The geoid height was determined by GEOID03.
 HY2469
 HY2469;                    North         East     Units Scale Factor Converg.
 HY2469;SPC KY1Z     - 1,233,829.088 1,663,107.956   MT  0.99995078   +1 08 49.0
 HY2469;SPC KY1Z     - 4,047,987.60  5,456,380.02   sFT  0.99995078   +1 08 49.0
 HY2469;SPC KY N     -   102,790.417   532,141.741   MT  0.99996234   +0 13 44.3
 HY2469;SPC KY N     -   337,238.23  1,745,868.36   sFT  0.99996234   +0 13 44.3
 HY2469;UTM  17      - 4,256,959.378   248,421.006   MT  1.00037952   -1 47 31.3
 HY2469
 HY2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2469!SPC KY1Z     -   0.99995823  x   0.99995078  =   0.99990901
 HY2469!SPC KY N     -   0.99995823  x   0.99996234  =   0.99992057
 HY2469!UTM  17      -   0.99995823  x   1.00037952  =   1.00033773
 HY2469
 HY2469:                Primary Azimuth Mark                     Grid Az
 HY2469:SPC KY1Z     -  EWING AZ MK                              154 27 20.1
 HY2469:SPC KY N     -  EWING AZ MK                              155 22 24.8
 HY2469:UTM  17      -  EWING AZ MK                              157 23 40.4
 HY2469
 HY2469|---------------------------------------------------------------------|
 HY2469| PID    Reference Object                     Distance      Geod. Az  |
 HY2469|                                                           dddmmss.s |
 HY2469| DB9303 EWING AZ MK                                        1553609.1 |
 HY2469| DB9305 EWING RM 2                           24.954 METERS 19157     |
 HY2469| DB9304 EWING RM 1                           22.341 METERS 35324     |
 HY2469|---------------------------------------------------------------------|
 HY2469
 HY2469                          SUPERSEDED SURVEY CONTROL
 HY2469
 HY2469  NAD 83(1986)-  38 25 31.75602(N)    083 52 54.86419(W) AD(       ) 2
 HY2469  NAD 27      -  38 25 31.48100(N)    083 52 55.14400(W) AD(       ) 2
 HY2469
 HY2469.Superseded values are not recommended for survey control.
 HY2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2469.See file dsdata.txt to determine how the superseded data were derived.
 HY2469
 HY2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4842156959(NAD 83)
 HY2469_MARKER: DS = TRIANGULATION STATION DISK
 HY2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2469
 HY2469  HISTORY     - Date     Condition        Report By
 HY2469  HISTORY     - 1954     MONUMENTED       CGS
 HY2469  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 HY2469
 HY2469                          STATION DESCRIPTION
 HY2469
 HY2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2469'STATION IS LOCATED ON THE PROPERTY OF EARL CANNON ABOUT 9 MILES WEST
 HY2469'OF FLEMINGSBURG, ABOUT 4 MILES SOUTHEAST OF FAIRVIEW, ABOUT 1 MILE
 HY2469'WEST OF EWING AND ABOUT 0.3 MILE NORTHWEST OF MR. CANNONS FARM
 HY2469'BUILDINGS.  IT IS 21 FEET SOUTHEAST OF A FENCE CORNER, 13 FEET EAST
 HY2469'OF A WHITE WITNESS POST IN FENCE LINE AND 13 FEET SOUTH OF A FENCE
 HY2469'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED EWING 1954.
 HY2469'
 HY2469'REFERENCE MARK NO.1 IS 56 FEET NORTH OF THE FENCE CORNER AND 1 FOOT
 HY2469'EAST OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED EWING
 HY2469'NO 1 1954.
 HY2469'
 HY2469'REFERENCE MARK NO.2 IS 82 FEET SOUTH OF THE WHITE WITNESS POST AND 1
 HY2469'FOOT EAST OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HY2469'EWING NO 2 1954.
 HY2469'
 HY2469'AZIMUTH MARK IS ABOUT 175 FEET WEST OF THE SOUTHWEST CORNER OF A
 HY2469'BARN, 10 FEET NORTH OF THE CENTER OF A FARM ROAD, 2 FEET NORTHWEST OF
 HY2469'A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH
 HY2469'AND THE DISK IS STAMPED EWING 1954.
 HY2469'
 HY2469'TO REACH THE STATION FROM THE RAILROAD OVERPASS IN THE EAST EDGE OF
 HY2469'EWING, GO WEST ON STATE HIGHWAY 165 FOR 0.5 MILE TO A PAVED ROAD
 HY2469'LEFT (COWAN ROAD).  TURN LEFT AND GO SOUTH ON PAVED ROAD FOR 0.65
 HY2469'MILE TO A GRAVEL DRIVEWAY RIGHT.  TURN RIGHT AND GO WEST ON DRIVEWAY
 HY2469'FOR 0.15 MILE TO THE WEST ONE OF TWO LARGE BARNS.  PASS THROUGH
 HY2469'GATE AT NORTHWEST CORNER OF BARN AND GO NORTHWEST ACROSS FIELD FOR
 HY2469'0.25 MILE TO THE NORTHWEST CORNER OF THE FIELD AND THE STATION AS
 HY2469'DESCRIBED.
 HY2469'
 HY2469'TO REACH THE AZIMUTH MARK FROM THIS BARN, GO WEST ON FARM ROAD FROM
 HY2469'THE SOUTHWEST CORNER OF THE BARN FOR ABOUT 175 FEET TO THE MARK ON
 HY2469'THE RIGHT AS DESCRIBED.
 HY2469'
 HY2469'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HY2469
 HY2469                          STATION RECOVERY (1977)
 HY2469
 HY2469'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (RVP)
 HY2469'UNABLE TO FIND ANY MONUMENTS.  MR. E. CANNON SHOWED US WHERE HE
 HY2469'REMEMBERED THE BILBY TOWER SITTING.  HE SAID THE WITNESS POSTS HAD
 HY2469'ROTTED OFF.  THE FENCES IN THE DESC. HAVE NOT CHANGED ACCORDING TO
 HY2469'MR. CANNON.  WE TRIED ALL TIES IN DESC. AND DUG EXTENSIVELY FOR
 HY2469'STATION AND SEARCHED EXTENSIVELY ALONG THE FENCE LINE FOR THE
 HY2469'R.M.S, BUT TO NO AVAIL.  MR. CANNON HAD SEEN THEM AND HE HELPED
 HY2469'SEARCH WHERE HE THOUGHT HE REMEMBERED THEM TO BE, BUT COULDNT FIND
 HY2469'THEM.  THE BARN, FARM ROAD AND FENCE DESC. FOR AZI. MARK HAD
 HY2469'NOT BEEN CHANGED ACCORDING TO MR. CANNON.  WE FOLLOWED THE TIES AS
 HY2469'DESC. AND DUG EXTENSIVELY FOR AZI. MARK.  A NEW BARN HAS BEEN
 HY2469'ERECTED AND IF THE 175 FEET FROM THE BARN AND THE 10 FOOT TIE
 HY2469'FROM CENTERLINE OF FARM ROAD ARE CORRECT.  THE AZI. MARK AND STATION
 HY2469'WILL NO LONGER BE INTERVISIBLE.
 HY2469'
 HY2469'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI. W. OF EWING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2743 ***********************************************************************
 GZ2743  DESIGNATION -  EXIE
 GZ2743  PID         -  GZ2743
 GZ2743  STATE/COUNTY-  KY/GREEN
 GZ2743  USGS QUAD   -  EXIE (1987)
 GZ2743
 GZ2743                         *CURRENT SURVEY CONTROL
 GZ2743  ___________________________________________________________________
 GZ2743* NAD 83(1993)-  37 10 11.93389(N)    085 31 56.44625(W)     ADJUSTED  
 GZ2743* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 GZ2743  ___________________________________________________________________
 GZ2743  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 GZ2743  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GZ2743
 GZ2743  HORZ ORDER  -  THIRD
 GZ2743
 GZ2743.The horizontal coordinates were established by classical geodetic methods
 GZ2743.and adjusted by the National Geodetic Survey in December 1995..
 GZ2743
 GZ2743.The orthometric height was scaled from a topographic map.
 GZ2743
 GZ2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2743
 GZ2743.The geoid height was determined by GEOID03.
 GZ2743
 GZ2743;                    North         East     Units Scale Factor Converg.
 GZ2743;SPC KY1Z     - 1,092,877.623 1,519,330.122   MT  0.99998039   +0 08 01.1
 GZ2743;SPC KY1Z     - 3,585,549.33  4,984,668.91   sFT  0.99998039   +0 08 01.1
 GZ2743;SPC KY S     -   592,868.149   519,329.525   MT  0.99994949   +0 07 55.2
 GZ2743;SPC KY S     - 1,945,101.59  1,703,833.62   sFT  0.99994949   +0 07 55.2
 GZ2743;UTM  16      - 4,114,737.657   630,298.684   MT  0.99980914   +0 53 12.7
 GZ2743
 GZ2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2743!SPC KY1Z     -   0.99996353  x   0.99998039  =   0.99994392
 GZ2743!SPC KY S     -   0.99996353  x   0.99994949  =   0.99991302
 GZ2743!UTM  16      -   0.99996353  x   0.99980914  =   0.99977268
 GZ2743
 GZ2743|---------------------------------------------------------------------|
 GZ2743| PID    Reference Object                     Distance      Geod. Az  |
 GZ2743|                                                           dddmmss.s |
 GZ2743| CG8618 EXIE RM 1                            20.833 METERS 00942     |
 GZ2743| CG8617 EXIE AZ MK                                         1251315.4 |
 GZ2743| GZ2142 L 229                                67.017 METERS 23553     |
 GZ2743| CG8619 EXIE RM 2                            31.641 METERS 27415     |
 GZ2743|---------------------------------------------------------------------|
 GZ2743
 GZ2743                          SUPERSEDED SURVEY CONTROL
 GZ2743
 GZ2743  NAD 83(1986)-  37 10 11.94351(N)    085 31 56.45484(W) AD(       ) 3
 GZ2743  NAD 27      -  37 10 11.72600(N)    085 31 56.57900(W) AD(       ) 3
 GZ2743
 GZ2743.Superseded values are not recommended for survey control.
 GZ2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2743.See file dsdata.txt to determine how the superseded data were derived.
 GZ2743
 GZ2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG3029914738(NAD 83)
 GZ2743_MARKER: DS = TRIANGULATION STATION DISK
 GZ2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2743
 GZ2743  HISTORY     - Date     Condition        Report By
 GZ2743  HISTORY     - 1951     MONUMENTED       CGS
 GZ2743
 GZ2743                          STATION DESCRIPTION
 GZ2743
 GZ2743'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2743'STATION IS LOCATED ABOUT 5 MILES SOUTH OF GREENSBURG ALONG THE EAST
 GZ2743'SIDE OF U.S. HIGHWAY NO. 68. IT IS 204 FEET EAST OF THE CENTER OF
 GZ2743'U.S. HIGHWAY NO. 68, 27 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 15.7
 GZ2743'FEET SOUTHWEST OF A WHITE WITNESS POST AND A FENCELINE AND 12 FEET
 GZ2743'EAST OF A 6 INCH PEAR TREE. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GZ2743'EXIE 1951.
 GZ2743'
 GZ2743'REFERENCE MARK NO. 1 IS 39 FEET NORTH OF THE CENTER OF GRAVEL ROAD
 GZ2743'AND 21.6 FEET NORTHWEST OF AN 8 INCH TWIN OAK TREE.  THE MARK
 GZ2743'PROJECTS 2 INCHES AND THE DISK IS STAMPED EXIE NO. 1 1951.
 GZ2743'
 GZ2743'REFERENCE MARK NO. 2 IS 85 FEET EAST OF THE CENTER OF HIGHWAY AND 26
 GZ2743'FEET NORTH OF THE CENTER OF GRAVEL ROAD. THE MARK IS FLUSH AND THE
 GZ2743'DISK IS STAMPED EXIE NO. 2 1951.
 GZ2743'
 GZ2743'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTER OF GRAVEL ROAD, 15 FEET
 GZ2743'NORTH OF THE CENTER OF A DRIVEWAY, 1 FOOT SOUTH OF A FENCELINE AND 1
 GZ2743'FOOT SOUTHWEST OF A WHITE WITNESS POST. THE MARK PROJECTS 2 INCHES
 GZ2743'AND THE DISK IS STAMPED EXIE 1951.
 GZ2743'
 GZ2743'BM L 229 IS 65 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 28 FEET EAST
 GZ2743'OF THE CENTER OF HIGHWAY, 18 FEET SOUTH OF THE CENTER OF A
 GZ2743'DRIVEWAY AND 1 FOOT WEST OF A POWERLINE POLE. THE MARK IS A CONCRETE
 GZ2743'POST 8 INCHES IN DIAMETER WHICH PROJECTS 4 INCHES WITH A
 GZ2743'BRONZE USC AND GS BENCH MARK DISK SET IN THE TOP STAMPED L 229 1951.
 GZ2743'
 GZ2743'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 61 AND
 GZ2743'U.S. HIGHWAY NO. 68 WHICH IS ABOUT 1 MILE SOUTH OF GREENSBURG, GO
 GZ2743'SOUTHWEST ON U.S. HIGHWAY NO. 68 FOR 5.8 MILES TO THE JUNCTION OF
 GZ2743'STATE HIGHWAY NO. 218, CONTINUE ON U.S. HIGHWAY NO. 68 FOR 0.8
 GZ2743'MILE TO A GRAVEL ROAD LEFT AND THE STATION ON THE LEFT AS DESCRIBED,
 GZ2743'TURN LEFT ON GRAVEL ROAD AND GO 0.35 MILE TO THE AZIMUTH MARK ON
 GZ2743'THE LEFT.
 GZ2743'
 GZ2743'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1651 ***********************************************************************
 HZ1651  DESIGNATION -  F
 HZ1651  PID         -  HZ1651
 HZ1651  STATE/COUNTY-  KY/JEFFERSON
 HZ1651  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1651
 HZ1651                         *CURRENT SURVEY CONTROL
 HZ1651  ___________________________________________________________________
 HZ1651* NAD 83(1986)-  38 13 25.     (N)    085 33 20.     (W)     SCALED    
 HZ1651* NAVD 88     -       212.665  (meters)     697.72   (feet)  ADJUSTED  
 HZ1651  ___________________________________________________________________
 HZ1651  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ1651  DYNAMIC HT  -         212.521 (meters)     697.25  (feet)  COMP
 HZ1651  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 HZ1651
 HZ1651  VERT ORDER  -  SECOND    CLASS 0
 HZ1651
 HZ1651.The horizontal coordinates were scaled from a topographic map and have
 HZ1651.an estimated accuracy of +/- 6 seconds.
 HZ1651
 HZ1651.The orthometric height was determined by differential leveling
 HZ1651.and adjusted by the National Geodetic Survey in June 1991..
 HZ1651
 HZ1651.The geoid height was determined by GEOID03.
 HZ1651
 HZ1651.The dynamic height is computed by dividing the NAVD 88
 HZ1651.geopotential number by the normal gravity value computed on the
 HZ1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1651.degrees latitude (g = 980.6199 gals.).
 HZ1651
 HZ1651.The modeled gravity was interpolated from observed gravity values.
 HZ1651
 HZ1651;                    North         East    Units  Estimated Accuracy
 HZ1651;SPC KY1Z     - 1,209,810.    1,517,030.      MT  (+/- 180 meters Scaled)
 HZ1651
 HZ1651                          SUPERSEDED SURVEY CONTROL
 HZ1651
 HZ1651  NGVD 29 (??/??/92)  212.816  (m)          698.21   (f) ADJ UNCH    2 0
 HZ1651
 HZ1651.Superseded values are not recommended for survey control.
 HZ1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1651.See file dsdata.txt to determine how the superseded data were derived.
 HZ1651
 HZ1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH264316(NAD 83)
 HZ1651_MARKER: Z = SEE DESCRIPTION
 HZ1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1651_STAMPING: F
 HZ1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1651+STABILITY: SURFACE MOTION
 HZ1651
 HZ1651  HISTORY     - Date     Condition        Report By
 HZ1651  HISTORY     - UNK      MONUMENTED       PAS
 HZ1651  HISTORY     - 1966     GOOD             PAS
 HZ1651
 HZ1651                          STATION DESCRIPTION
 HZ1651
 HZ1651'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1651'1.7 MI SW FROM MIDDLETOWN.
 HZ1651'ABOUT 3.7 MILES EAST ALONG I-64 FROM THE WATTERSON EXPRESSWAY
 HZ1651'INTERCHANGE, AT MILE POST 15.8.  SET NEAR THE NORTH RIGHT OF
 HZ1651'WAY FENCE, 105 FEET NORTH OF CENTER OF WEST BOUND LANE OF
 HZ1651'I-64, 71 FEET SOUTHWEST AND ACROSS RIGHT OF WAY FENCE FROM A
 HZ1651'STUB POLE WITH ANCHOR WIRES, 59.5 FEET WEST OF METAL FENCE
 HZ1651'POST WITH 2 BRACE BARS (RIGHT OF WAY FENCE) AND 20 FEET SOUTH
 HZ1651'OF RIGHT OF WAY FENCE.  A STEEL ROD WITH BRASS CAP SET IN CONCRETE
 HZ1651'POST FLUSH WITH GROUND AND STAMPED F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1237 ***********************************************************************
 GZ1237  DESIGNATION -  F 1
 GZ1237  PID         -  GZ1237
 GZ1237  STATE/COUNTY-  KY/JESSAMINE
 GZ1237  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1237
 GZ1237                         *CURRENT SURVEY CONTROL
 GZ1237  ___________________________________________________________________
 GZ1237* NAD 83(1986)-  37 52 49.     (N)    084 34 42.     (W)     SCALED    
 GZ1237* NAVD 88     -       288.484  (meters)     946.47   (feet)  ADJUSTED  
 GZ1237  ___________________________________________________________________
 GZ1237  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GZ1237  DYNAMIC HT  -         288.267 (meters)     945.76  (feet)  COMP
 GZ1237  MODELED GRAV-     979,868.2   (mgal)                       NAVD 88
 GZ1237
 GZ1237  VERT ORDER  -  FIRST     CLASS II
 GZ1237
 GZ1237.The horizontal coordinates were scaled from a topographic map and have
 GZ1237.an estimated accuracy of +/- 6 seconds.
 GZ1237
 GZ1237.The orthometric height was determined by differential leveling
 GZ1237.and adjusted by the National Geodetic Survey in June 1991..
 GZ1237
 GZ1237.The geoid height was determined by GEOID03.
 GZ1237
 GZ1237.The dynamic height is computed by dividing the NAVD 88
 GZ1237.geopotential number by the normal gravity value computed on the
 GZ1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1237.degrees latitude (g = 980.6199 gals.).
 GZ1237
 GZ1237.The modeled gravity was interpolated from observed gravity values.
 GZ1237
 GZ1237;                    North         East    Units  Estimated Accuracy
 GZ1237;SPC KY1Z     - 1,172,330.    1,603,070.      MT  (+/- 180 meters Scaled)
 GZ1237
 GZ1237                          SUPERSEDED SURVEY CONTROL
 GZ1237
 GZ1237  NGVD 29 (??/??/92)  288.624  (m)          946.93   (f) ADJ UNCH    1 2
 GZ1237
 GZ1237.Superseded values are not recommended for survey control.
 GZ1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1237.See file dsdata.txt to determine how the superseded data were derived.
 GZ1237
 GZ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG129952(NAD 83)
 GZ1237_MARKER: B = BOLT
 GZ1237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1237_SP_SET: WATER TABLE
 GZ1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1237
 GZ1237  HISTORY     - Date     Condition        Report By
 GZ1237  HISTORY     - UNK      MONUMENTED       CGS
 GZ1237  HISTORY     - 1950     GOOD             NGS
 GZ1237  HISTORY     - 1958     GOOD             NGS
 GZ1237  HISTORY     - 1984     MARK NOT FOUND   NGS
 GZ1237
 GZ1237                          STATION DESCRIPTION
 GZ1237
 GZ1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1237'IN NICHOLASVILLE.
 GZ1237'IN NICHOLASVILLE, SET VERTICALLY IN THE FIRST STONE OF THE WATER
 GZ1237'TABLE EAST OF THE CORNER STONE OF THE COURTHOUSE, MIDWAY BETWEEN
 GZ1237'THE UPPER AND LOWER EDGES OF THE STONE, 2.3 FEET EAST OF THE
 GZ1237'NORTHWEST CORNER OF THE BUILDING, 3 FEET ABOVE THE GROUND, A BRASS
 GZ1237'BOLT LEADED INTO THE STONE AND SURROUNDED BY THE LETTERS USC AND
 GZ1237'GS.
 GZ1237
 GZ1237                          STATION RECOVERY (1958)
 GZ1237
 GZ1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1237'RECOVERED IN GOOD CONDITION.
 GZ1237
 GZ1237                          STATION RECOVERY (1984)
 GZ1237
 GZ1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ1237'NOT RECOVERED.  THE MARK WAS DESTROYED BY NEW ADDITIONS ADDED ON IN
 GZ1237'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1566 ***********************************************************************
 HY1566  DESIGNATION -  F 10
 HY1566  PID         -  HY1566
 HY1566  STATE/COUNTY-  KY/CARTER
 HY1566  USGS QUAD   -  GRAHN (1978)
 HY1566
 HY1566                         *CURRENT SURVEY CONTROL
 HY1566  ___________________________________________________________________
 HY1566* NAD 83(1986)-  38 16 47.     (N)    083 02 44.     (W)     SCALED    
 HY1566* NAVD 88     -       193.116  (meters)     633.58   (feet)  ADJUSTED  
 HY1566  ___________________________________________________________________
 HY1566  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY1566  DYNAMIC HT  -         192.985 (meters)     633.15  (feet)  COMP
 HY1566  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 HY1566
 HY1566  VERT ORDER  -  FIRST     CLASS II
 HY1566
 HY1566.The horizontal coordinates were scaled from a topographic map and have
 HY1566.an estimated accuracy of +/- 6 seconds.
 HY1566
 HY1566.The orthometric height was determined by differential leveling
 HY1566.and adjusted by the National Geodetic Survey in June 1991..
 HY1566
 HY1566.The geoid height was determined by GEOID03.
 HY1566
 HY1566.The dynamic height is computed by dividing the NAVD 88
 HY1566.geopotential number by the normal gravity value computed on the
 HY1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1566.degrees latitude (g = 980.6199 gals.).
 HY1566
 HY1566.The modeled gravity was interpolated from observed gravity values.
 HY1566
 HY1566;                    North         East    Units  Estimated Accuracy
 HY1566;SPC KY1Z     - 1,219,450.    1,736,580.      MT  (+/- 180 meters Scaled)
 HY1566
 HY1566                          SUPERSEDED SURVEY CONTROL
 HY1566
 HY1566  NGVD 29 (??/??/92)  193.27   (m)          634.1    (f) COMPUTED    1 2
 HY1566
 HY1566.Superseded values are not recommended for survey control.
 HY1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1566.See file dsdata.txt to determine how the superseded data were derived.
 HY1566
 HY1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC210388(NAD 83)
 HY1566_MARKER: DB = BENCH MARK DISK
 HY1566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1566_SP_SET: ABUTMENT
 HY1566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1566
 HY1566  HISTORY     - Date     Condition        Report By
 HY1566  HISTORY     - UNK      MONUMENTED       CGS
 HY1566  HISTORY     - 1928     GOOD             NGS
 HY1566
 HY1566                          STATION DESCRIPTION
 HY1566
 HY1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HY1566'IN ADEN.
 HY1566'4.3 MILES N.W. OF LEON, 2.0 MILES N.W. E-10, ABOUT 500 FT. E. OF
 HY1566'C. AND O. RY. STA. ADEN IN N. END OF W. CONCRETE BRIDGE ABUTMENT,
 HY1566'14 FT. N.W. CENTER OF RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1567 ***********************************************************************
 HY1567  DESIGNATION -  F 10 RESET
 HY1567  PID         -  HY1567
 HY1567  STATE/COUNTY-  KY/CARTER
 HY1567  USGS QUAD   -  GRAHN (1978)
 HY1567
 HY1567                         *CURRENT SURVEY CONTROL
 HY1567  ___________________________________________________________________
 HY1567* NAD 83(1986)-  38 16 47.     (N)    083 02 43.     (W)     SCALED    
 HY1567* NAVD 88     -       193.360  (meters)     634.38   (feet)  ADJUSTED  
 HY1567  ___________________________________________________________________
 HY1567  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY1567  DYNAMIC HT  -         193.229 (meters)     633.95  (feet)  COMP
 HY1567  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 HY1567
 HY1567  VERT ORDER  -  FIRST     CLASS I
 HY1567
 HY1567.The horizontal coordinates were scaled from a topographic map and have
 HY1567.an estimated accuracy of +/- 6 seconds.
 HY1567
 HY1567.The orthometric height was determined by differential leveling
 HY1567.and adjusted by the National Geodetic Survey in June 1991..
 HY1567
 HY1567.The geoid height was determined by GEOID03.
 HY1567
 HY1567.The dynamic height is computed by dividing the NAVD 88
 HY1567.geopotential number by the normal gravity value computed on the
 HY1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1567.degrees latitude (g = 980.6199 gals.).
 HY1567
 HY1567.The modeled gravity was interpolated from observed gravity values.
 HY1567
 HY1567;                    North         East    Units  Estimated Accuracy
 HY1567;SPC KY1Z     - 1,219,450.    1,736,610.      MT  (+/- 180 meters Scaled)
 HY1567
 HY1567                          SUPERSEDED SURVEY CONTROL
 HY1567
 HY1567  NGVD 29 (??/??/92)  193.536  (m)          634.96   (f) ADJ UNCH    1 1
 HY1567
 HY1567.Superseded values are not recommended for survey control.
 HY1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1567.See file dsdata.txt to determine how the superseded data were derived.
 HY1567
 HY1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC211388(NAD 83)
 HY1567_MARKER: DB = BENCH MARK DISK
 HY1567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1567_SP_SET: ABUTMENT
 HY1567_STAMPING: 634.892 F 10 RESET 1942
 HY1567_MARK LOGO: CGS   
 HY1567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1567
 HY1567  HISTORY     - Date     Condition        Report By
 HY1567  HISTORY     - 1942     MONUMENTED       CGS
 HY1567  HISTORY     - 1967     GOOD             CGS
 HY1567
 HY1567                          STATION DESCRIPTION
 HY1567
 HY1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1567'1.7 MI E FROM GRAHN.
 HY1567'ABOUT 1.7 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1567'FROM THE POST OFFICE AT GRAHN, ABOUT 0.1 MILE EAST OF MILEPOST
 HY1567'552, SET ON THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF
 HY1567'BRIDGE NO. 5518 OVER LITTLE SINKING CREEK, 7.3 FEET NORTH OF THE
 HY1567'NORTH RAIL OF TWO TRACKS, AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 HY1567'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0699 ***********************************************************************
 GD0699  DESIGNATION -  F 118
 GD0699  PID         -  GD0699
 GD0699  STATE/COUNTY-  KY/FULTON
 GD0699  USGS QUAD   -  BONDURANT (1982)
 GD0699
 GD0699                         *CURRENT SURVEY CONTROL
 GD0699  ___________________________________________________________________
 GD0699* NAD 83(1986)-  36 33 31.     (N)    089 17 37.     (W)     SCALED    
 GD0699* NAVD 88     -        89.921  (meters)     295.02   (feet)  ADJUSTED  
 GD0699  ___________________________________________________________________
 GD0699  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD0699  DYNAMIC HT  -          89.851 (meters)     294.79  (feet)  COMP
 GD0699  MODELED GRAV-     979,845.4   (mgal)                       NAVD 88
 GD0699
 GD0699  VERT ORDER  -  FIRST     CLASS I
 GD0699
 GD0699.The horizontal coordinates were scaled from a topographic map and have
 GD0699.an estimated accuracy of +/- 6 seconds.
 GD0699
 GD0699.The orthometric height was determined by differential leveling
 GD0699.and adjusted by the National Geodetic Survey in June 1991..
 GD0699
 GD0699.The geoid height was determined by GEOID03.
 GD0699
 GD0699.The dynamic height is computed by dividing the NAVD 88
 GD0699.geopotential number by the normal gravity value computed on the
 GD0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0699.degrees latitude (g = 980.6199 gals.).
 GD0699
 GD0699.The modeled gravity was interpolated from observed gravity values.
 GD0699
 GD0699;                    North         East    Units  Estimated Accuracy
 GD0699;SPC KY1Z     - 1,031,030.    1,182,790.      MT  (+/- 180 meters Scaled)
 GD0699
 GD0699                          SUPERSEDED SURVEY CONTROL
 GD0699
 GD0699  NGVD 29 (??/??/??)   89.854  (m)          294.80   (f) ADJUSTED    1 1
 GD0699
 GD0699.Superseded values are not recommended for survey control.
 GD0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0699.See file dsdata.txt to determine how the superseded data were derived.
 GD0699
 GD0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF947483(NAD 83)
 GD0699_MARKER: DB = BENCH MARK DISK
 GD0699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0699_SP_SET: HEADWALL CULVERT
 GD0699_STAMPING: F 118 1938
 GD0699_MARK LOGO: CGS   
 GD0699_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0699+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2002
 GD0699
 GD0699  HISTORY     - Date     Condition        Report By
 GD0699  HISTORY     - 1938     MONUMENTED       CGS
 GD0699  HISTORY     - 1974     GOOD             NGS
 GD0699  HISTORY     - 20001220 GOOD             CGS
 GD0699  HISTORY     - 20001220 GOOD             USACE
 GD0699  HISTORY     - 20020810 GOOD             USACE
 GD0699
 GD0699                          STATION DESCRIPTION
 GD0699
 GD0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0699'4.8 MI NE FROM MILLER.
 GD0699'ABOUT 4.75 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM ITS CROSSING
 GD0699'WITH ILLINOIS CENTRAL RAILROAD AT THE COMMUNITY OF MILLER, ABOUT
 GD0699'0.10 MILE WEST OF A GRAVEL ROAD, SET HORIZONTALLY IN THE TOP CENTER
 GD0699'OF THE SOUTH HEADWALL OF A 2-FOOT PIPE CULVERT UNDER HIGHWAY, 13.5
 GD0699'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 GD0699'THE HIGHWAY.
 GD0699
 GD0699                          STATION RECOVERY (2000)
 GD0699
 GD0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (JMH)
 GD0699'RECOVERED IN GOOD CONDITION.
 GD0699
 GD0699                          STATION RECOVERY (2000)
 GD0699
 GD0699'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 GD0699'MARK WAS RECOVERED IN GOOD CONDITIION.
 GD0699
 GD0699                          STATION RECOVERY (2002)
 GD0699
 GD0699'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0670 ***********************************************************************
 GD0670  DESIGNATION -  F 120
 GD0670  PID         -  GD0670
 GD0670  STATE/COUNTY-  KY/HICKMAN
 GD0670  USGS QUAD   -  OAKTON (1982)
 GD0670
 GD0670                         *CURRENT SURVEY CONTROL
 GD0670  ___________________________________________________________________
 GD0670* NAD 83(1986)-  36 40 03.     (N)    089 00 16.     (W)     SCALED    
 GD0670* NAVD 88     -       115.859  (meters)     380.11   (feet)  ADJUSTED  
 GD0670  ___________________________________________________________________
 GD0670  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GD0670  DYNAMIC HT  -         115.770 (meters)     379.82  (feet)  COMP
 GD0670  MODELED GRAV-     979,858.9   (mgal)                       NAVD 88
 GD0670
 GD0670  VERT ORDER  -  FIRST     CLASS I
 GD0670
 GD0670.The horizontal coordinates were scaled from a topographic map and have
 GD0670.an estimated accuracy of +/- 6 seconds.
 GD0670
 GD0670.The orthometric height was determined by differential leveling
 GD0670.and adjusted by the National Geodetic Survey in June 1991..
 GD0670
 GD0670.The geoid height was determined by GEOID03.
 GD0670
 GD0670.The dynamic height is computed by dividing the NAVD 88
 GD0670.geopotential number by the normal gravity value computed on the
 GD0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0670.degrees latitude (g = 980.6199 gals.).
 GD0670
 GD0670.The modeled gravity was interpolated from observed gravity values.
 GD0670
 GD0670;                    North         East    Units  Estimated Accuracy
 GD0670;SPC KY1Z     - 1,042,160.    1,209,080.      MT  (+/- 180 meters Scaled)
 GD0670
 GD0670                          SUPERSEDED SURVEY CONTROL
 GD0670
 GD0670  NGVD 29 (??/??/??)  115.776  (m)          379.84   (f) ADJUSTED    1 1
 GD0670
 GD0670.Superseded values are not recommended for survey control.
 GD0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0670.See file dsdata.txt to determine how the superseded data were derived.
 GD0670
 GD0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF208598(NAD 83)
 GD0670_MARKER: DB = BENCH MARK DISK
 GD0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0670_STAMPING: F 120 1938
 GD0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0670+STABILITY: SURFACE MOTION
 GD0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0670+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 GD0670
 GD0670  HISTORY     - Date     Condition        Report By
 GD0670  HISTORY     - 1938     MONUMENTED       CGS
 GD0670  HISTORY     - 1974     GOOD             NGS
 GD0670  HISTORY     - 20020814 GOOD             USACE
 GD0670
 GD0670                          STATION DESCRIPTION
 GD0670
 GD0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0670'0.7 MI W FROM CLINTON.
 GD0670'ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE FEDERAL
 GD0670'BUILDING-POST OFFICE AT CLINTON, THENCE 0.6 MILE WEST ALONG
 GD0670'STATE HIGHWAYS 58 AND 123, 65 YARDS EAST OF THE CENTER OF THE
 GD0670'JUNCTION WITH STATE HIGHWAY 123 LEADING SOUTH AND STATE HIGHWAY
 GD0670'58 LEADING NORTHWEST, 101.7 FEET NORTH AND ACROSS HIGHWAY FROM
 GD0670'THE NORTHEAST CORNER OF PLATE GLASS WINDOW OF SHOWROOM OF
 GD0670'MONTGOMERY-MULLINS FORD-MERCURY SALES, 51 FEET WEST OF A POWER
 GD0670'POLE BEARING A TRANSFORMER, 22.4 FEET NORTH OF THE CENTER LINE
 GD0670'OF THE HIGHWAY, 4.8 FEET SOUTH OF A FENCE AND IN THE TOP OF A
 GD0670'CONCRETE POST PROJECTING 6-INCHES.
 GD0670
 GD0670                          STATION RECOVERY (2002)
 GD0670
 GD0670'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1204 ***********************************************************************
 GC1204  DESIGNATION -  F 121
 GC1204  PID         -  GC1204
 GC1204  STATE/COUNTY-  KY/TODD
 GC1204  USGS QUAD   -  ELKTON (1982)
 GC1204
 GC1204                         *CURRENT SURVEY CONTROL
 GC1204  ___________________________________________________________________
 GC1204* NAD 83(1986)-  36 49 31.     (N)    087 12 40.     (W)     SCALED    
 GC1204* NAVD 88     -       200.192  (meters)     656.80   (feet)  ADJUSTED  
 GC1204  ___________________________________________________________________
 GC1204  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GC1204  DYNAMIC HT  -         200.033 (meters)     656.27  (feet)  COMP
 GC1204  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 GC1204
 GC1204  VERT ORDER  -  FIRST     CLASS I
 GC1204
 GC1204.The horizontal coordinates were scaled from a topographic map and have
 GC1204.an estimated accuracy of +/- 6 seconds.
 GC1204
 GC1204.The orthometric height was determined by differential leveling
 GC1204.and adjusted by the National Geodetic Survey in June 1991..
 GC1204
 GC1204.The geoid height was determined by GEOID03.
 GC1204
 GC1204.The dynamic height is computed by dividing the NAVD 88
 GC1204.geopotential number by the normal gravity value computed on the
 GC1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1204.degrees latitude (g = 980.6199 gals.).
 GC1204
 GC1204.The modeled gravity was interpolated from observed gravity values.
 GC1204
 GC1204;                    North         East    Units  Estimated Accuracy
 GC1204;SPC KY1Z     - 1,055,620.    1,369,640.      MT  (+/- 180 meters Scaled)
 GC1204
 GC1204                          SUPERSEDED SURVEY CONTROL
 GC1204
 GC1204  NGVD 29 (??/??/92)  200.268  (m)          657.05   (f) ADJ UNCH    1 1
 GC1204
 GC1204.Superseded values are not recommended for survey control.
 GC1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1204.See file dsdata.txt to determine how the superseded data were derived.
 GC1204
 GC1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF811755(NAD 83)
 GC1204_MARKER: DB = BENCH MARK DISK
 GC1204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1204_SP_SET: CULVERT
 GC1204_STAMPING: F 121 1940
 GC1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1204
 GC1204  HISTORY     - Date     Condition        Report By
 GC1204  HISTORY     - 1940     MONUMENTED       CGS
 GC1204  HISTORY     - 1968     GOOD             NGS
 GC1204
 GC1204                          STATION DESCRIPTION
 GC1204
 GC1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1204'3.3 MI W FROM ELKTON.
 GC1204'ABOUT 3.3 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GC1204'FROM THE TODD COUNTY COURTHOUSE AT ELKTON, MIDWAY BETWEEN 2
 GC1204'FRAME HOUSE WHICH ARE LOCATED ON THE NORTH SIDE OF THE HIGHWAY,
 GC1204'15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP
 GC1204'OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE
 GC1204'BOX CULVERT UNDER THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1169 ***********************************************************************
 HZ1169  DESIGNATION -  F 122 RESET
 HZ1169  PID         -  HZ1169
 HZ1169  STATE/COUNTY-  KY/SHELBY
 HZ1169  USGS QUAD   -  FISHERVILLE (1993)
 HZ1169
 HZ1169                         *CURRENT SURVEY CONTROL
 HZ1169  ___________________________________________________________________
 HZ1169* NAD 83(1986)-  38 13 23.     (N)    085 24 16.     (W)     SCALED    
 HZ1169* NAVD 88     -       204.489  (meters)     670.89   (feet)  ADJUSTED  
 HZ1169  ___________________________________________________________________
 HZ1169  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HZ1169  DYNAMIC HT  -         204.348 (meters)     670.43  (feet)  COMP
 HZ1169  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 HZ1169
 HZ1169  VERT ORDER  -  FIRST     CLASS II
 HZ1169
 HZ1169.The horizontal coordinates were scaled from a topographic map and have
 HZ1169.an estimated accuracy of +/- 6 seconds.
 HZ1169
 HZ1169.The orthometric height was determined by differential leveling
 HZ1169.and adjusted by the National Geodetic Survey in June 1991..
 HZ1169
 HZ1169.The geoid height was determined by GEOID03.
 HZ1169
 HZ1169.The dynamic height is computed by dividing the NAVD 88
 HZ1169.geopotential number by the normal gravity value computed on the
 HZ1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1169.degrees latitude (g = 980.6199 gals.).
 HZ1169
 HZ1169.The modeled gravity was interpolated from observed gravity values.
 HZ1169
 HZ1169;                    North         East    Units  Estimated Accuracy
 HZ1169;SPC KY1Z     - 1,209,780.    1,530,260.      MT  (+/- 180 meters Scaled)
 HZ1169
 HZ1169                          SUPERSEDED SURVEY CONTROL
 HZ1169
 HZ1169  NGVD 29 (??/??/92)  204.64   (m)          671.4    (f) COMPUTED    1 2
 HZ1169
 HZ1169.Superseded values are not recommended for survey control.
 HZ1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1169.See file dsdata.txt to determine how the superseded data were derived.
 HZ1169
 HZ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH396317(NAD 83)
 HZ1169_MARKER: DB = BENCH MARK DISK
 HZ1169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1169_SP_SET: CULVERT
 HZ1169_STAMPING: F 122 RESET 1953
 HZ1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1169
 HZ1169  HISTORY     - Date     Condition        Report By
 HZ1169  HISTORY     - 1953     MONUMENTED       CGS
 HZ1169  HISTORY     - 1954     GOOD             NGS
 HZ1169
 HZ1169                          STATION DESCRIPTION
 HZ1169
 HZ1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1169'2.5 MI E FROM EASTWOOD.
 HZ1169'ABOUT 2.5 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ1169'FROM THE SOUTHEAST END OF TUNNEL AT EASTWOOD, ABOUT 1.25 MILES
 HZ1169'EAST OF ROAD CROSSING AT LONG RUN, ABOUT 2.4 MILES WEST OF THE
 HZ1169'OVERPASS OF U.S. HIGHWY 60 AND 460 OVER TRACK AT SIMPSONVILLE,
 HZ1169'ABOUT 0.4 MILE SOUTHEAST OF MILE POST 20, ABOUT 0.15 MILE WEST
 HZ1169'OF A GRAVEL ROAD CROSSING, IN THE TOP OF THE SOUTH CONCRETE
 HZ1169'HEAD WALL OF A STONE CULVERT, 11 FEET SOUTH OF SOUTH RAIL, 96
 HZ1169'FEET NORTH-NORTHEAST OF CENTER LINE OF A GRAVEL FARM ROAD AT
 HZ1169'CENTER OF A CURVE EAST AND SOUTH IN ROAD, 1.8 FEET WEST OF
 HZ1169'EAST END OF HEAD WALL AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1538 ***********************************************************************
 HY1538  DESIGNATION -  F 123
 HY1538  PID         -  HY1538
 HY1538  STATE/COUNTY-  KY/ELLIOTT
 HY1538  USGS QUAD   -  BRUIN (1978)
 HY1538
 HY1538                         *CURRENT SURVEY CONTROL
 HY1538  ___________________________________________________________________
 HY1538* NAD 83(1986)-  38 08 07.     (N)    083 05 05.     (W)     SCALED    
 HY1538* NAVD 88     -       229.048  (meters)     751.47   (feet)  ADJUSTED  
 HY1538  ___________________________________________________________________
 HY1538  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HY1538  DYNAMIC HT  -         228.889 (meters)     750.95  (feet)  COMP
 HY1538  MODELED GRAV-     979,932.5   (mgal)                       NAVD 88
 HY1538
 HY1538  VERT ORDER  -  SECOND    CLASS 0
 HY1538
 HY1538.The horizontal coordinates were scaled from a topographic map and have
 HY1538.an estimated accuracy of +/- 6 seconds.
 HY1538
 HY1538.The orthometric height was determined by differential leveling
 HY1538.and adjusted by the National Geodetic Survey in June 1991..
 HY1538
 HY1538.The geoid height was determined by GEOID03.
 HY1538
 HY1538.The dynamic height is computed by dividing the NAVD 88
 HY1538.geopotential number by the normal gravity value computed on the
 HY1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1538.degrees latitude (g = 980.6199 gals.).
 HY1538
 HY1538.The modeled gravity was interpolated from observed gravity values.
 HY1538
 HY1538;                    North         East    Units  Estimated Accuracy
 HY1538;SPC KY1Z     - 1,203,320.    1,733,620.      MT  (+/- 180 meters Scaled)
 HY1538
 HY1538                          SUPERSEDED SURVEY CONTROL
 HY1538
 HY1538  NGVD 29 (??/??/92)  229.230  (m)          752.07   (f) ADJ UNCH    2 0
 HY1538
 HY1538.Superseded values are not recommended for survey control.
 HY1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1538.See file dsdata.txt to determine how the superseded data were derived.
 HY1538
 HY1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC172228(NAD 83)
 HY1538_MARKER: DB = BENCH MARK DISK
 HY1538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1538_SP_SET: CULVERT
 HY1538_STAMPING: F 123 1940 752.065
 HY1538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1538
 HY1538  HISTORY     - Date     Condition        Report By
 HY1538  HISTORY     - 1940     MONUMENTED       CGS
 HY1538  HISTORY     - 1955     GOOD             NGS
 HY1538
 HY1538                          STATION DESCRIPTION
 HY1538
 HY1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1538'0.9 MI SW FROM GREEN.
 HY1538'0.9 MILE SOUTHWEST OF THE POST OFFICE AT GREEN, 0.9 MILE
 HY1538'NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 7 AND 32 AT
 HY1538'NEWFOUNDLAND, 174.2 FEET EAST OF A SIDE ROAD LEADING NORTH,
 HY1538'OPPOSITE A FARM DRIVEWAY, 90 FEET WEST OF A TWO POLE POWER LINE
 HY1538'CROSSING HIGHWAY, IN THE TOP OF THE WEST END OF THE NORTH
 HY1538'HEADWALL OF A CONCRETE CULVERT, 18.0 FEET WEST OF THE CENTER LINE
 HY1538'OF HIGHWAY, 3 FEET BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH6250 ***********************************************************************
 DH6250  DESIGNATION -  F 123 RESET
 DH6250  PID         -  DH6250
 DH6250  STATE/COUNTY-  KY/ELLIOTT
 DH6250  USGS QUAD   -  BRUIN (1978)
 DH6250
 DH6250                         *CURRENT SURVEY CONTROL
 DH6250  ___________________________________________________________________
 DH6250* NAD 83(1986)-  38 08 07.     (N)    083 05 05.     (W)     SCALED    
 DH6250* NAVD 88     -       233.12   (meters)     764.8    (feet)  RESET     
 DH6250  ___________________________________________________________________
 DH6250  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DH6250
 DH6250  VERT ORDER  -  THIRD
 DH6250
 DH6250.The horizontal coordinates were scaled from a topographic map and have
 DH6250.an estimated accuracy of +/- 6 seconds.
 DH6250
 DH6250.The orthometric height was computed from unverified reset data.
 DH6250.No vertical observational check was made to the station.
 DH6250
 DH6250.The geoid height was determined by GEOID03.
 DH6250
 DH6250;                    North         East    Units  Estimated Accuracy
 DH6250;SPC KY1Z     - 1,203,320.    1,733,620.      MT  (+/- 180 meters Scaled)
 DH6250
 DH6250                          SUPERSEDED SURVEY CONTROL
 DH6250
 DH6250.No superseded survey control is available for this station.
 DH6250
 DH6250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC172228(NAD 83)
 DH6250_MARKER: DV = VERTICAL CONTROL DISK
 DH6250_SETTING: 66 = SET IN ROCK OUTCROP
 DH6250_STAMPING: F 123 1940 RESET 2003
 DH6250_MARK LOGO: NGS   
 DH6250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6250+STABILITY: POSITION/ELEVATION WELL
 DH6250
 DH6250  HISTORY     - Date     Condition        Report By
 DH6250  HISTORY     - 2003     MONUMENTED       KYDT
 DH6250
 DH6250                          STATION DESCRIPTION
 DH6250
 DH6250'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 DH6250'ABOUT 0.85 MILE (1.37 KM) EAST-NORTHEAST ALONG KY 7 FROM JUNCTION OF
 DH6250'KY 32 AT COMMUNITY OF NEWFOUNDLAND TO MARK ON THE LEFT, AT JUNCTION OF
 DH6250'STAFFORD CREEK ROAD TO THE NORTH, ABOUT 85 FEET (25.9 M) NORTHEAST OF
 DH6250'CENTER OF JUNCTION, 77.6 FEET (23.7 M) NORTH OF CENTERLINE OF KY 7, 70
 DH6250'FEET (21.3 M) WEST-SOUTHWEST OF A POWER POLE, 39.7 FEET (12.1 M)
 DH6250'SOUTHWEST OF TELEPHONE POLE AC 86, 34.4 FEET (10.5 M) EAST OF
 DH6250'CENTERLINE OF ROAD, 7.5 FEET (2.3 M) NORTHEAST OF CENTER OF A DITCH, 3
 DH6250'FEET (0.9 M) ABOVE BOTTOM OF DITCH, ABOUT 2.6 FEET (0.8 M) LOWER THAN
 DH6250'KY 7 AND ABOUT LEVEL WITH STAFFORD CREEK ROAD, A VERTICAL CONTROL DISK
 DH6250'SET IN THE TOP OF A SANDSTONE LEDGE PROJECTION FROM BANK.  THIS MARK
 DH6250'APT TO BE COVERED BY SILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0627 ***********************************************************************
 GD0627  DESIGNATION -  F 124
 GD0627  PID         -  GD0627
 GD0627  STATE/COUNTY-  KY/HICKMAN
 GD0627  USGS QUAD   -  OAKTON (1982)
 GD0627
 GD0627                         *CURRENT SURVEY CONTROL
 GD0627  ___________________________________________________________________
 GD0627* NAD 83(1986)-  36 42 49.     (N)    089 04 09.     (W)     SCALED    
 GD0627* NAVD 88     -        98.129  (meters)     321.94   (feet)  ADJUSTED  
 GD0627  ___________________________________________________________________
 GD0627  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GD0627  DYNAMIC HT  -          98.054 (meters)     321.70  (feet)  COMP
 GD0627  MODELED GRAV-     979,862.6   (mgal)                       NAVD 88
 GD0627
 GD0627  VERT ORDER  -  SECOND    CLASS 0
 GD0627
 GD0627.The horizontal coordinates were scaled from a topographic map and have
 GD0627.an estimated accuracy of +/- 6 seconds.
 GD0627
 GD0627.The orthometric height was determined by differential leveling
 GD0627.and adjusted by the National Geodetic Survey in June 1991..
 GD0627
 GD0627.The geoid height was determined by GEOID03.
 GD0627
 GD0627.The dynamic height is computed by dividing the NAVD 88
 GD0627.geopotential number by the normal gravity value computed on the
 GD0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0627.degrees latitude (g = 980.6199 gals.).
 GD0627
 GD0627.The modeled gravity was interpolated from observed gravity values.
 GD0627
 GD0627;                    North         East    Units  Estimated Accuracy
 GD0627;SPC KY1Z     - 1,047,480.    1,203,480.      MT  (+/- 180 meters Scaled)
 GD0627
 GD0627                          SUPERSEDED SURVEY CONTROL
 GD0627
 GD0627  NGVD 29 (??/??/??)   98.032  (m)          321.63   (f) ADJUSTED    2 0
 GD0627
 GD0627.Superseded values are not recommended for survey control.
 GD0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0627.See file dsdata.txt to determine how the superseded data were derived.
 GD0627
 GD0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF151650(NAD 83)
 GD0627_MARKER: DB = BENCH MARK DISK
 GD0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0627_STAMPING: F 124 1943
 GD0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0627+STABILITY: SURFACE MOTION
 GD0627
 GD0627  HISTORY     - Date     Condition        Report By
 GD0627  HISTORY     - 1943     MONUMENTED       CGS
 GD0627
 GD0627                          STATION DESCRIPTION
 GD0627
 GD0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0627'2.6 MI S FROM COLUMBUS.
 GD0627'2.6 MILES SOUTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0627'STATION AT COLUMBUS, HICKMAN COUNTY, 33 RAILS SOUTH OF MILEPOST
 GD0627'468, 5 RAILS NORTH OF THE SOUTHWEST CORNER OF A CULTIVATED FIELD,
 GD0627'2 FEET WEST OF A POLE USED AS A FENCE POST, AND 3 FEET NORTH OF
 GD0627'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 124
 GD0627'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 GD0627'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0902 ***********************************************************************
 GC0902  DESIGNATION -  F 126
 GC0902  PID         -  GC0902
 GC0902  STATE/COUNTY-  KY/LOGAN
 GC0902  USGS QUAD   -  LEWISBURG (1983)
 GC0902
 GC0902                         *CURRENT SURVEY CONTROL
 GC0902  ___________________________________________________________________
 GC0902* NAD 83(1986)-  36 56 24.     (N)    086 56 42.     (W)     SCALED    
 GC0902* NAVD 88     -       194.436  (meters)     637.91   (feet)  ADJUSTED  
 GC0902  ___________________________________________________________________
 GC0902  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GC0902  DYNAMIC HT  -         194.288 (meters)     637.43  (feet)  COMP
 GC0902  MODELED GRAV-     979,864.5   (mgal)                       NAVD 88
 GC0902
 GC0902  VERT ORDER  -  SECOND    CLASS 0
 GC0902
 GC0902.The horizontal coordinates were scaled from a topographic map and have
 GC0902.an estimated accuracy of +/- 6 seconds.
 GC0902
 GC0902.The orthometric height was determined by differential leveling
 GC0902.and adjusted by the National Geodetic Survey in June 1991..
 GC0902
 GC0902.The geoid height was determined by GEOID03.
 GC0902
 GC0902.The dynamic height is computed by dividing the NAVD 88
 GC0902.geopotential number by the normal gravity value computed on the
 GC0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0902.degrees latitude (g = 980.6199 gals.).
 GC0902
 GC0902.The modeled gravity was interpolated from observed gravity values.
 GC0902
 GC0902;                    North         East    Units  Estimated Accuracy
 GC0902;SPC KY1Z     - 1,068,010.    1,393,550.      MT  (+/- 180 meters Scaled)
 GC0902
 GC0902                          SUPERSEDED SURVEY CONTROL
 GC0902
 GC0902  NGVD 29 (??/??/92)  194.547  (m)          638.28   (f) ADJ UNCH    2 0
 GC0902
 GC0902.Superseded values are not recommended for survey control.
 GC0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0902.See file dsdata.txt to determine how the superseded data were derived.
 GC0902
 GC0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF048882(NAD 83)
 GC0902_MARKER: DB = BENCH MARK DISK
 GC0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0902_STAMPING: F 126 1943
 GC0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0902+STABILITY: SURFACE MOTION
 GC0902
 GC0902  HISTORY     - Date     Condition        Report By
 GC0902  HISTORY     - 1943     MONUMENTED       CGS
 GC0902
 GC0902                          STATION DESCRIPTION
 GC0902
 GC0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GC0902'1 MI NW FROM EPLEYS.
 GC0902'1.0 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0902'FROM EPLEYS, LOGAN COUNTY, 3.5 MILES SOUTH OF THE STATION AT
 GC0902'LEWISBURG, 81.7 FEET NORTHWEST ACROSS THE TRACK FROM MILEPOST
 GC0902'151, 1.9 FEET SOUTH OF TELEPHONE POLE 2646, 38.2 FEET WEST OF
 GC0902'THE CENTERLINE OF THE TRACK, 2 FEET NORTH OF A WHITE WOODEN
 GC0902'WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 GC0902'F 126 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 GC0902'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0211 ***********************************************************************
 HA0211  DESIGNATION -  F 127
 HA0211  PID         -  HA0211
 HA0211  STATE/COUNTY-  KY/EDMONSON
 HA0211  USGS QUAD   -  BEE SPRING (1979)
 HA0211
 HA0211                         *CURRENT SURVEY CONTROL
 HA0211  ___________________________________________________________________
 HA0211* NAD 83(1986)-  37 19 16.     (N)    086 16 06.     (W)     SCALED    
 HA0211* NAVD 88     -       213.157  (meters)     699.33   (feet)  ADJUSTED  
 HA0211  ___________________________________________________________________
 HA0211  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HA0211  DYNAMIC HT  -         212.996 (meters)     698.80  (feet)  COMP
 HA0211  MODELED GRAV-     979,870.8   (mgal)                       NAVD 88
 HA0211
 HA0211  VERT ORDER  -  SECOND    CLASS 0
 HA0211
 HA0211.The horizontal coordinates were scaled from a topographic map and have
 HA0211.an estimated accuracy of +/- 6 seconds.
 HA0211
 HA0211.The orthometric height was determined by differential leveling
 HA0211.and adjusted by the National Geodetic Survey in June 1991..
 HA0211
 HA0211.The geoid height was determined by GEOID03.
 HA0211
 HA0211.The dynamic height is computed by dividing the NAVD 88
 HA0211.geopotential number by the normal gravity value computed on the
 HA0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0211.degrees latitude (g = 980.6199 gals.).
 HA0211
 HA0211.The modeled gravity was interpolated from observed gravity values.
 HA0211
 HA0211;                    North         East    Units  Estimated Accuracy
 HA0211;SPC KY1Z     - 1,109,760.    1,454,060.      MT  (+/- 180 meters Scaled)
 HA0211
 HA0211                          SUPERSEDED SURVEY CONTROL
 HA0211
 HA0211  NGVD 29 (??/??/92)  213.276  (m)          699.72   (f) ADJ UNCH    2 0
 HA0211
 HA0211.Superseded values are not recommended for survey control.
 HA0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0211.See file dsdata.txt to determine how the superseded data were derived.
 HA0211
 HA0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG648307(NAD 83)
 HA0211_MARKER: DB = BENCH MARK DISK
 HA0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0211_SP_SET: CULVERT
 HA0211_STAMPING: F 127 1943
 HA0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0211
 HA0211  HISTORY     - Date     Condition        Report By
 HA0211  HISTORY     - 1943     MONUMENTED       CGS
 HA0211
 HA0211                          STATION DESCRIPTION
 HA0211
 HA0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HA0211'4.4 MI S FROM ANNETA.
 HA0211'TO REACH FROM THE GENERAL STORE AT ANNETA, PROCEED 4.35 MILES
 HA0211'SOUTHERLY ALONG STATE HIGHWAY NO. 65 TO A CONCRETE CULVERT AND
 HA0211'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 HA0211'TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 4 X 4
 HA0211'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 33.0 YARDS
 HA0211'NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE CENTERLINE OF A
 HA0211'DIRT ROAD LEADING NORTH, 19.5 FEET SOUTHEAST OF AND ABOUT 2.0
 HA0211'FEET BELOW THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9547 ***********************************************************************
 AA9547  DESIGNATION -  F 128 RESET
 AA9547  PID         -  AA9547
 AA9547  STATE/COUNTY-  KY/CALLOWAY
 AA9547  USGS QUAD   -  HICO (1981)
 AA9547
 AA9547                         *CURRENT SURVEY CONTROL
 AA9547  ___________________________________________________________________
 AA9547* NAD 83(1986)-  36 42 35.     (N)    088 09 51.     (W)     SCALED    
 AA9547* NAVD 88     -       144.44   (meters)     473.9    (feet)  RESET     
 AA9547  ___________________________________________________________________
 AA9547  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AA9547
 AA9547  VERT ORDER  -  THIRD
 AA9547
 AA9547.The horizontal coordinates were scaled from a topographic map and have
 AA9547.an estimated accuracy of +/- 6 seconds.
 AA9547
 AA9547.The orthometric height was computed from unverified reset data.
 AA9547
 AA9547.The geoid height was determined by GEOID03.
 AA9547
 AA9547;                    North         East    Units  Estimated Accuracy
 AA9547;SPC KY1Z     - 1,044,570.    1,284,300.      MT  (+/- 180 meters Scaled)
 AA9547
 AA9547                          SUPERSEDED SURVEY CONTROL
 AA9547
 AA9547.No superseded survey control is available for this station.
 AA9547
 AA9547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF960633(NAD 83)
 AA9547_MARKER: DV = VERTICAL CONTROL DISK
 AA9547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA9547_SP_SET: CULVERT HEADWALL
 AA9547_STAMPING: F 128 1946 RESET 1992
 AA9547_MARK LOGO: NGS   
 AA9547_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9547+STABILITY: SURFACE MOTION
 AA9547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9547+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 AA9547
 AA9547  HISTORY     - Date     Condition        Report By
 AA9547  HISTORY     - 1992     MONUMENTED       KYDT
 AA9547  HISTORY     - 20040617 GOOD             USACE
 AA9547
 AA9547                          STATION DESCRIPTION
 AA9547
 AA9547'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1992 (RDH)
 AA9547'11.05 MILES (17.78 KM) NORTHEAST ALONG KY 94 FROM THE COURTHOUSE IN
 AA9547'MURRAY, SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A 6
 AA9547'FOOT (1.8 M) CONCRETE CULVERT, ABOUT 19 FEET (5.8 M) EAST OF AND ABOUT
 AA9547'LEVEL WITH THE CENTERLINE OF KY 94.
 AA9547
 AA9547                          STATION RECOVERY (2004)
 AA9547
 AA9547'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 AA9547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0257 ***********************************************************************
 HB0257  DESIGNATION -  F 129
 HB0257  PID         -  HB0257
 HB0257  STATE/COUNTY-  KY/MARSHALL
 HB0257  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0257
 HB0257                         *CURRENT SURVEY CONTROL
 HB0257  ___________________________________________________________________
 HB0257* NAD 83(1986)-  37 01 36.     (N)    088 24 18.     (W)     SCALED    
 HB0257* NAVD 88     -       107.532  (meters)     352.79   (feet)  ADJUSTED  
 HB0257  ___________________________________________________________________
 HB0257  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HB0257  DYNAMIC HT  -         107.452 (meters)     352.53  (feet)  COMP
 HB0257  MODELED GRAV-     979,888.8   (mgal)                       NAVD 88
 HB0257
 HB0257  VERT ORDER  -  FIRST     CLASS I
 HB0257
 HB0257.The horizontal coordinates were scaled from a topographic map and have
 HB0257.an estimated accuracy of +/- 6 seconds.
 HB0257
 HB0257.The orthometric height was determined by differential leveling
 HB0257.and adjusted by the National Geodetic Survey in June 1991..
 HB0257
 HB0257.The geoid height was determined by GEOID03.
 HB0257
 HB0257.The dynamic height is computed by dividing the NAVD 88
 HB0257.geopotential number by the normal gravity value computed on the
 HB0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0257.degrees latitude (g = 980.6199 gals.).
 HB0257
 HB0257.The modeled gravity was interpolated from observed gravity values.
 HB0257
 HB0257;                    North         East    Units  Estimated Accuracy
 HB0257;SPC KY1Z     - 1,080,310.    1,263,790.      MT  (+/- 180 meters Scaled)
 HB0257
 HB0257                          SUPERSEDED SURVEY CONTROL
 HB0257
 HB0257  NGVD 29 (??/??/??)  107.580  (m)          352.95   (f) ADJUSTED    1 1
 HB0257
 HB0257.Superseded values are not recommended for survey control.
 HB0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0257.See file dsdata.txt to determine how the superseded data were derived.
 HB0257
 HB0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF750987(NAD 83)
 HB0257_MARKER: DB = BENCH MARK DISK
 HB0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0257_SP_SET: FOUNDATION
 HB0257_STAMPING: F 129 1946
 HB0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0257
 HB0257  HISTORY     - Date     Condition        Report By
 HB0257  HISTORY     - 1946     MONUMENTED       CGS
 HB0257  HISTORY     - 1968     GOOD             CGS
 HB0257  HISTORY     - 1971     GOOD             NGS
 HB0257
 HB0257                          STATION DESCRIPTION
 HB0257
 HB0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0257'2.4 MI E FROM LITTLE CYPRESS.
 HB0257'ABOUT 2.4 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM A
 HB0257'CROSSING OF THE RAILROAD AND THE GRAVELED ROAD AT LITTLE CYPRESS,
 HB0257'0.2 MILE WEST OF MILEPOST 212, 0.2 MILE EAST OF A CROSSING OF
 HB0257'THE RAILROAD AND A GRAVELED ROAD, SET IN THE TOP OF THE NORTHWEST
 HB0257'CORNER OF THE CONCRETE FOUNDATION FOR SEMAPHORE NUMBER J 212.2,
 HB0257'6 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, AND ABOUT
 HB0257'1 FOOT BELOW THE LEVEL OF THE TRACK.
 HB0257
 HB0257                          STATION RECOVERY (1971)
 HB0257
 HB0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HB0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0589 ***********************************************************************
 GD0589  DESIGNATION -  F 133
 GD0589  PID         -  GD0589
 GD0589  STATE/COUNTY-  KY/CARLISLE
 GD0589  USGS QUAD   -  WICKLIFFE (1983)
 GD0589
 GD0589                         *CURRENT SURVEY CONTROL
 GD0589  ___________________________________________________________________
 GD0589* NAD 83(1986)-  36 54 11.     (N)    089 02 05.     (W)     SCALED    
 GD0589* NAVD 88     -       111.307  (meters)     365.18   (feet)  ADJUSTED  
 GD0589  ___________________________________________________________________
 GD0589  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0589  DYNAMIC HT  -         111.223 (meters)     364.90  (feet)  COMP
 GD0589  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 GD0589
 GD0589  VERT ORDER  -  FIRST     CLASS I
 GD0589
 GD0589.The horizontal coordinates were scaled from a topographic map and have
 GD0589.an estimated accuracy of +/- 6 seconds.
 GD0589
 GD0589.The orthometric height was determined by differential leveling
 GD0589.and adjusted by the National Geodetic Survey in June 1991..
 GD0589
 GD0589.The geoid height was determined by GEOID03.
 GD0589
 GD0589.The dynamic height is computed by dividing the NAVD 88
 GD0589.geopotential number by the normal gravity value computed on the
 GD0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0589.degrees latitude (g = 980.6199 gals.).
 GD0589
 GD0589.The modeled gravity was interpolated from observed gravity values.
 GD0589
 GD0589;                    North         East    Units  Estimated Accuracy
 GD0589;SPC KY1Z     - 1,068,380.    1,207,300.      MT  (+/- 180 meters Scaled)
 GD0589
 GD0589                          SUPERSEDED SURVEY CONTROL
 GD0589
 GD0589  NGVD 29 (??/??/??)  111.197  (m)          364.82   (f) ADJUSTED    1 1
 GD0589
 GD0589.Superseded values are not recommended for survey control.
 GD0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0589.See file dsdata.txt to determine how the superseded data were derived.
 GD0589
 GD0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF187860(NAD 83)
 GD0589_MARKER: DB = BENCH MARK DISK
 GD0589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0589_SP_SET: PIER
 GD0589_STAMPING: F 133 1948
 GD0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0589
 GD0589  HISTORY     - Date     Condition        Report By
 GD0589  HISTORY     - 1948     MONUMENTED       CGS
 GD0589  HISTORY     - 1974     GOOD             NGS
 GD0589  HISTORY     - 20020813 MARK NOT FOUND   USACE
 GD0589
 GD0589                          STATION DESCRIPTION
 GD0589
 GD0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0589'2.7 MI NW FROM BARDWELL.
 GD0589'ABOUT 1.45 MILES NORTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 GD0589'BARDWELL BAPTIST CHURCH AND JUNCTION OF STATE HIGHWAY 23 AT
 GD0589'BARDWELL, THENCE 1.25 MILES NORTHWEST ALONG ILLINOIS CENTRAL
 GD0589'RAILROAD, AT THE U.S. HIGHWAY 51 OVERPASS SET VERTICALLY IN THE
 GD0589'CENTER OF THE NORTHEAST FACE OF THE FIRST CONCRETE PIER SOUTHWEST
 GD0589'OF TRACKS, 7.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND 4 FOOT
 GD0589'ABOVE GROUND.
 GD0589
 GD0589                          STATION RECOVERY (2002)
 GD0589
 GD0589'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0589'MARK DESTROYED. OVERPASS HAS BEEN REBUILT ABOUT 500 FT W OF ORIGINAL
 GD0589'OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1876 ***********************************************************************
 GD1876  DESIGNATION -  F 133 RESET
 GD1876  PID         -  GD1876
 GD1876  STATE/COUNTY-  KY/CARLISLE
 GD1876  USGS QUAD   -  WICKLIFFE (1983)
 GD1876
 GD1876                         *CURRENT SURVEY CONTROL
 GD1876  ___________________________________________________________________
 GD1876* NAD 83(1986)-  36 54 11.     (N)    089 02 05.     (W)     SCALED    
 GD1876* NAVD 88     -       112.46   (meters)     369.0    (feet)  RESET     
 GD1876  ___________________________________________________________________
 GD1876  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1876
 GD1876  VERT ORDER  -  THIRD
 GD1876
 GD1876.The horizontal coordinates were scaled from a topographic map and have
 GD1876.an estimated accuracy of +/- 6 seconds.
 GD1876
 GD1876.The orthometric height was computed from unverified reset data.
 GD1876.No vertical observational check was made to the station.
 GD1876
 GD1876.The geoid height was determined by GEOID03.
 GD1876
 GD1876;                    North         East    Units  Estimated Accuracy
 GD1876;SPC KY1Z     - 1,068,380.    1,207,300.      MT  (+/- 180 meters Scaled)
 GD1876
 GD1876                          SUPERSEDED SURVEY CONTROL
 GD1876
 GD1876  NGVD 29 (10/08/05)  112.35   (m)          368.6    (f) RESET       3  
 GD1876
 GD1876.Superseded values are not recommended for survey control.
 GD1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1876.See file dsdata.txt to determine how the superseded data were derived.
 GD1876
 GD1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF187860(NAD 83)
 GD1876_MARKER: DB = BENCH MARK DISK
 GD1876_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GD1876_SP_SET: BRIDGE WINGWALL
 GD1876_STAMPING: F 133 RESET 1986
 GD1876_MARK LOGO: KYDT  
 GD1876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1876
 GD1876  HISTORY     - Date     Condition        Report By
 GD1876  HISTORY     - 1986     MONUMENTED       KYDT
 GD1876
 GD1876                          STATION DESCRIPTION
 GD1876
 GD1876'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1986
 GD1876'4.3 KM (2.70 MI) NW FROM BARDWELL.
 GD1876'1.45 MILES NORTHWEST ALONG U S HIGHWAY 51 FROM THE JUNCTION WITH STATE
 GD1876'ROUTE 23 AT THE BARDWELL BAPTIST CHURCH IN BARDWELL, THEN 1.25 MI
 GD1876'NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD TO THE U S HIGHWAY 51
 GD1876'OVERPASS IN THE EAST WINGWALL OF THE NEW CONCRETE BRIDGE, 17 FT EAST
 GD1876'OF THE EAST RAIL OF THE EAST TRACK, 13 FT NORTHWEST OF THE FACE OF
 GD1876'THE SOUTHEAST PIER, 6 FT ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1093 ***********************************************************************
 GC1093  DESIGNATION -  F 134
 GC1093  PID         -  GC1093
 GC1093  STATE/COUNTY-  KY/CHRISTIAN
 GC1093  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1093
 GC1093                         *CURRENT SURVEY CONTROL
 GC1093  ___________________________________________________________________
 GC1093* NAD 83(1986)-  36 46 54.     (N)    087 26 16.     (W)     SCALED    
 GC1093* NAVD 88     -       175.021  (meters)     574.21   (feet)  ADJUSTED  
 GC1093  ___________________________________________________________________
 GC1093  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC1093  DYNAMIC HT  -         174.881 (meters)     573.76  (feet)  COMP
 GC1093  MODELED GRAV-     979,831.4   (mgal)                       NAVD 88
 GC1093
 GC1093  VERT ORDER  -  FIRST     CLASS II
 GC1093
 GC1093.The horizontal coordinates were scaled from a topographic map and have
 GC1093.an estimated accuracy of +/- 6 seconds.
 GC1093
 GC1093.The orthometric height was determined by differential leveling
 GC1093.and adjusted by the National Geodetic Survey in June 1991..
 GC1093
 GC1093.The geoid height was determined by GEOID03.
 GC1093
 GC1093.The dynamic height is computed by dividing the NAVD 88
 GC1093.geopotential number by the normal gravity value computed on the
 GC1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1093.degrees latitude (g = 980.6199 gals.).
 GC1093
 GC1093.The modeled gravity was interpolated from observed gravity values.
 GC1093
 GC1093;                    North         East    Units  Estimated Accuracy
 GC1093;SPC KY1Z     - 1,051,120.    1,349,340.      MT  (+/- 180 meters Scaled)
 GC1093
 GC1093                          SUPERSEDED SURVEY CONTROL
 GC1093
 GC1093  NGVD 29 (??/??/92)  175.091  (m)          574.44   (f) ADJ UNCH    1 2
 GC1093
 GC1093.Superseded values are not recommended for survey control.
 GC1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1093.See file dsdata.txt to determine how the superseded data were derived.
 GC1093
 GC1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF609707(NAD 83)
 GC1093_MARKER: DB = BENCH MARK DISK
 GC1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1093_STAMPING: F 134 1949
 GC1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1093+STABILITY: SURFACE MOTION
 GC1093
 GC1093  HISTORY     - Date     Condition        Report By
 GC1093  HISTORY     - 1949     MONUMENTED       CGS
 GC1093
 GC1093                          STATION DESCRIPTION
 GC1093
 GC1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1093'7.8 MI SE FROM HOPKINSVILLE.
 GC1093'5.7 MILES SOUTH ALONG U.S. HIGHWAY 41A FROM THE POST OFFICE
 GC1093'AT HOPKINSVILLE, THENCE ABOUT 1.5 MILES EAST AND ABOUT 0.15 MILE
 GC1093'SOUTH ALONG GRAVEL ROADS, THENCE ABOUT 0.5 MILE SOUTHEAST AND
 GC1093'EAST ALONG A PRIVATE ROAD, AT THE WESTERN PART OF GARNETT AIRFIELD,
 GC1093'73.5 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE SMALL
 GC1093'WOODEN OFFICE BUILDING, 12.5 FEET WEST OF THE SOUTHWEST CORNER
 GC1093'OF THE SMALL HANGAR, 1 FEET NORTHWEST OF A POWER POLE, 106 FEET
 GC1093'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A RED BARN, 2 FEET
 GC1093'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE GROUNDS
 GC1093'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0872 ***********************************************************************
 HA0872  DESIGNATION -  F 135
 HA0872  PID         -  HA0872
 HA0872  STATE/COUNTY-  KY/CALDWELL
 HA0872  USGS QUAD   -  PRINCETON EAST (1967)
 HA0872
 HA0872                         *CURRENT SURVEY CONTROL
 HA0872  ___________________________________________________________________
 HA0872* NAD 83(1986)-  37 01 13.     (N)    087 49 10.     (W)     SCALED    
 HA0872* NAVD 88     -       161.985  (meters)     531.45   (feet)  ADJUSTED  
 HA0872  ___________________________________________________________________
 HA0872  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HA0872  DYNAMIC HT  -         161.861 (meters)     531.04  (feet)  COMP
 HA0872  MODELED GRAV-     979,862.1   (mgal)                       NAVD 88
 HA0872
 HA0872  VERT ORDER  -  FIRST     CLASS I
 HA0872
 HA0872.The horizontal coordinates were scaled from a topographic map and have
 HA0872.an estimated accuracy of +/- 6 seconds.
 HA0872
 HA0872.The orthometric height was determined by differential leveling
 HA0872.and adjusted by the National Geodetic Survey in June 1991..
 HA0872.WARNING-Repeat measurements at this control monument indicate possible
 HA0872.vertical movement.
 HA0872
 HA0872.The geoid height was determined by GEOID03.
 HA0872
 HA0872.The dynamic height is computed by dividing the NAVD 88
 HA0872.geopotential number by the normal gravity value computed on the
 HA0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0872.degrees latitude (g = 980.6199 gals.).
 HA0872
 HA0872.The modeled gravity was interpolated from observed gravity values.
 HA0872
 HA0872;                    North         East    Units  Estimated Accuracy
 HA0872;SPC KY1Z     - 1,078,280.    1,315,860.      MT  (+/- 180 meters Scaled)
 HA0872
 HA0872                          SUPERSEDED SURVEY CONTROL
 HA0872
 HA0872  NGVD 29 (??/??/92)  162.051  (m)          531.66   (f) ADJ UNCH    1 1
 HA0872
 HA0872.Superseded values are not recommended for survey control.
 HA0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0872.See file dsdata.txt to determine how the superseded data were derived.
 HA0872
 HA0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF271974(NAD 83)
 HA0872_MARKER: DB = BENCH MARK DISK
 HA0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0872_STAMPING: F 135 1949
 HA0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0872+STABILITY: SURFACE MOTION
 HA0872
 HA0872  HISTORY     - Date     Condition        Report By
 HA0872  HISTORY     - 1949     MONUMENTED       CGS
 HA0872  HISTORY     - 1968     GOOD             NGS
 HA0872
 HA0872                          STATION DESCRIPTION
 HA0872
 HA0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0872'7.3 MI SE FROM PRINCETON.
 HA0872'ABOUT 0.3 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS
 HA0872'STATE HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL COUNTY
 HA0872'COURTHOUSE AT PRINCETON TO A CROSSING OF THE ILLINOIS CENTRAL
 HA0872'RAILROAD, THENCE 7.0 MILES SOUTHEAST ALONG THE ILLINOIS
 HA0872'CENTRAL RAILROAD, 54 1/2 FEET NORTHWEST OF THE CENTER OF A
 HA0872'CROSSING OF THE RAILROAD AND STATE HIGHWAY 128, 34 FEET SOUTHWEST
 HA0872'OF THE SOUTHWEST RAIL, 146 FEET EAST OF THE EAST CORNER OF THE
 HA0872'RESIDENCE OF MR. ROBERT L. CHAMBERS, 45 FEET SOUTHEAST OF A POWER
 HA0872'POLE WHICH BEARS A TRANSFORMER, 28 1/2 FEET NORTHWEST OF A
 HA0872'TELEPHONE POLE WHICH IS BRACED BY 2 GUY WIRES, ABOUT 1 FOOT
 HA0872'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 HA0872'POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0140 ***********************************************************************
 HB0140  DESIGNATION -  F 136
 HB0140  PID         -  HB0140
 HB0140  STATE/COUNTY-  KY/CRITTENDEN
 HB0140  USGS QUAD   -  FREDONIA (1954)
 HB0140
 HB0140                         *CURRENT SURVEY CONTROL
 HB0140  ___________________________________________________________________
 HB0140* NAD 83(1986)-  37 12 40.     (N)    088 05 22.     (W)     SCALED    
 HB0140* NAVD 88     -       131.383  (meters)     431.05   (feet)  ADJUSTED  
 HB0140  ___________________________________________________________________
 HB0140  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 HB0140  DYNAMIC HT  -         131.285 (meters)     430.72  (feet)  COMP
 HB0140  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 HB0140
 HB0140  VERT ORDER  -  FIRST     CLASS II
 HB0140
 HB0140.The horizontal coordinates were scaled from a topographic map and have
 HB0140.an estimated accuracy of +/- 6 seconds.
 HB0140
 HB0140.The orthometric height was determined by differential leveling
 HB0140.and adjusted by the National Geodetic Survey in June 1991..
 HB0140
 HB0140.The geoid height was determined by GEOID03.
 HB0140
 HB0140.The dynamic height is computed by dividing the NAVD 88
 HB0140.geopotential number by the normal gravity value computed on the
 HB0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0140.degrees latitude (g = 980.6199 gals.).
 HB0140
 HB0140.The modeled gravity was interpolated from observed gravity values.
 HB0140
 HB0140;                    North         East    Units  Estimated Accuracy
 HB0140;SPC KY1Z     - 1,100,020.    1,292,370.      MT  (+/- 180 meters Scaled)
 HB0140
 HB0140                          SUPERSEDED SURVEY CONTROL
 HB0140
 HB0140  NGVD 29 (??/??/??)  131.462  (m)          431.30   (f) ADJUSTED    1 2
 HB0140
 HB0140.Superseded values are not recommended for survey control.
 HB0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0140.See file dsdata.txt to determine how the superseded data were derived.
 HB0140
 HB0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG033188(NAD 83)
 HB0140_MARKER: DB = BENCH MARK DISK
 HB0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0140_STAMPING: F 136 1949
 HB0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0140+STABILITY: SURFACE MOTION
 HB0140
 HB0140  HISTORY     - Date     Condition        Report By
 HB0140  HISTORY     - 1949     MONUMENTED       CGS
 HB0140
 HB0140                          STATION DESCRIPTION
 HB0140
 HB0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0140'1.4 MI SE FROM MEXICO.
 HB0140'1.35 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0140'THE STATION AT MEXICO, ABOUT 260 YARDS SOUTH OF A LONG CURVE
 HB0140'WITH TANGENTS EXTENDING NORTHWEST AND SOUTH, 27.8 FEET
 HB0140'WEST-SOUTHWEST OF THE NEAR RAIL, 1 FOOT EAST-NORTHEAST OF THE R/W
 HB0140'FENCE LINE, AT THE NORTH END OF A CUT, 60 FEET WEST-SOUTHWEST
 HB0140'AND ACROSS THE TRACK FROM THE FIRST TELEPHONE POLE NORTH OF
 HB0140'POLE NO. 7640, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 HB0140'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 HB0140'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0241 ***********************************************************************
 HZ0241  DESIGNATION -  F 137
 HZ0241  PID         -  HZ0241
 HZ0241  STATE/COUNTY-  KY/HARRISON
 HZ0241  USGS QUAD   -  SADIEVILLE (1978)
 HZ0241
 HZ0241                         *CURRENT SURVEY CONTROL
 HZ0241  ___________________________________________________________________
 HZ0241* NAD 83(1986)-  38 28 23.     (N)    084 32 55.     (W)     SCALED    
 HZ0241* NAVD 88     -       293.028  (meters)     961.38   (feet)  ADJUSTED  
 HZ0241  ___________________________________________________________________
 HZ0241  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HZ0241  DYNAMIC HT  -         292.821 (meters)     960.70  (feet)  COMP
 HZ0241  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 HZ0241
 HZ0241  VERT ORDER  -  FIRST     CLASS II
 HZ0241
 HZ0241.The horizontal coordinates were scaled from a topographic map and have
 HZ0241.an estimated accuracy of +/- 6 seconds.
 HZ0241
 HZ0241.The orthometric height was determined by differential leveling
 HZ0241.and adjusted by the National Geodetic Survey in June 1991..
 HZ0241
 HZ0241.The geoid height was determined by GEOID03.
 HZ0241
 HZ0241.The dynamic height is computed by dividing the NAVD 88
 HZ0241.geopotential number by the normal gravity value computed on the
 HZ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0241.degrees latitude (g = 980.6199 gals.).
 HZ0241
 HZ0241.The modeled gravity was interpolated from observed gravity values.
 HZ0241
 HZ0241;                    North         East    Units  Estimated Accuracy
 HZ0241;SPC KY1Z     - 1,238,150.    1,604,830.      MT  (+/- 180 meters Scaled)
 HZ0241
 HZ0241                          SUPERSEDED SURVEY CONTROL
 HZ0241
 HZ0241  NGVD 29 (??/??/92)  293.195  (m)          961.92   (f) ADJ UNCH    1 2
 HZ0241
 HZ0241.Superseded values are not recommended for survey control.
 HZ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0241.See file dsdata.txt to determine how the superseded data were derived.
 HZ0241
 HZ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH138611(NAD 83)
 HZ0241_MARKER: DB = BENCH MARK DISK
 HZ0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0241_SP_SET: CULVERT
 HZ0241_STAMPING: F 137 1949
 HZ0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0241
 HZ0241  HISTORY     - Date     Condition        Report By
 HZ0241  HISTORY     - 1949     MONUMENTED       CGS
 HZ0241
 HZ0241                          STATION DESCRIPTION
 HZ0241
 HZ0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0241'1.7 MI S FROM CORINTH.
 HZ0241'ABOUT 1.7 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 HZ0241'STATION AT CORINTH, ABOUT 1.55 MILES NORTH OF THE STATION AT
 HZ0241'HINTON, ABOUT 0.3 MILE SOUTH OF THE SOUTH END OF ROHAN SIDING,
 HZ0241'ABOUT 0.2 MILE SOUTH OF MILE POST 50, 135 YARDS SOUTH OF THE
 HZ0241'SOUTH END OF A CURVE WITH TANGENTS SOUTH AND NORTHWEST, SET IN
 HZ0241'THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A
 HZ0241'24-INCH PIPE CULVERT UNDER TRACKS, 7 FEET EAST OF THE EAST RAIL
 HZ0241'OF THE EAST TRACK AND ABOUT 1 1/2 FEET BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0154 ***********************************************************************
 HB0154  DESIGNATION -  F 138
 HB0154  PID         -  HB0154
 HB0154  STATE/COUNTY-  KY/CRITTENDEN
 HB0154  USGS QUAD   -  DYCUSBURG (1973)
 HB0154
 HB0154                         *CURRENT SURVEY CONTROL
 HB0154  ___________________________________________________________________
 HB0154* NAD 83(1986)-  37 13 11.     (N)    088 08 28.     (W)     SCALED    
 HB0154* NAVD 88     -       165.161  (meters)     541.87   (feet)  ADJUSTED  
 HB0154  ___________________________________________________________________
 HB0154  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 HB0154  DYNAMIC HT  -         165.039 (meters)     541.47  (feet)  COMP
 HB0154  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 HB0154
 HB0154  VERT ORDER  -  FIRST     CLASS II
 HB0154
 HB0154.The horizontal coordinates were scaled from a topographic map and have
 HB0154.an estimated accuracy of +/- 6 seconds.
 HB0154
 HB0154.The orthometric height was determined by differential leveling
 HB0154.and adjusted by the National Geodetic Survey in June 1991..
 HB0154
 HB0154.The geoid height was determined by GEOID03.
 HB0154
 HB0154.The dynamic height is computed by dividing the NAVD 88
 HB0154.geopotential number by the normal gravity value computed on the
 HB0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0154.degrees latitude (g = 980.6199 gals.).
 HB0154
 HB0154.The modeled gravity was interpolated from observed gravity values.
 HB0154
 HB0154;                    North         East    Units  Estimated Accuracy
 HB0154;SPC KY1Z     - 1,101,090.    1,287,810.      MT  (+/- 180 meters Scaled)
 HB0154
 HB0154                          SUPERSEDED SURVEY CONTROL
 HB0154
 HB0154  NGVD 29 (??/??/??)  165.236  (m)          542.11   (f) ADJUSTED    1 2
 HB0154
 HB0154.Superseded values are not recommended for survey control.
 HB0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0154.See file dsdata.txt to determine how the superseded data were derived.
 HB0154
 HB0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG987198(NAD 83)
 HB0154_MARKER: DB = BENCH MARK DISK
 HB0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0154_STAMPING: F 138 1949
 HB0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0154+STABILITY: SURFACE MOTION
 HB0154
 HB0154  HISTORY     - Date     Condition        Report By
 HB0154  HISTORY     - 1949     MONUMENTED       CGS
 HB0154
 HB0154                          STATION DESCRIPTION
 HB0154
 HB0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0154'3.3 MI SW FROM MEXICO.
 HB0154'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 70 FROM THE ILLINOIS
 HB0154'CENTRAL RAILROAD STATION AT MEXICO, AT FRANCES, AT THE PRESBYTERIAN
 HB0154'CHURCH, IN THE CHURCH LAWN, 140 FEET SOUTHWEST OF THE WEST CORNER
 HB0154'OF THE CHURCH, 112 1/2 FEET NORTH OF THE CENTER OF THE HIGHWAY
 HB0154'AT THE CENTER OF A RIGHT ANGLE CURVE WITH TANGENTS EXTENDING
 HB0154'SOUTHEAST AND SOUTHWEST, 69 FEET NORTHEAST OF THE CENTER LINE OF
 HB0154'A ROAD LEADING NORTHWEST, 48 1/2 FEET EAST OF THE CENTER LINE OF
 HB0154'A ROAD NORTH, 48 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE
 HB0154'TO CHURCH, 32 FEET SOUTHEAST OF A 20-INCH ELM TREE, 1 1/2 FEET
 HB0154'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET BELOW THE
 HB0154'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0853 ***********************************************************************
 HA0853  DESIGNATION -  F 139
 HA0853  PID         -  HA0853
 HA0853  STATE/COUNTY-  KY/CRITTENDEN
 HA0853  USGS QUAD   -  BLACKFORD (1954)
 HA0853
 HA0853                         *CURRENT SURVEY CONTROL
 HA0853  ___________________________________________________________________
 HA0853* NAD 83(1986)-  37 25 58.     (N)    087 57 29.     (W)     SCALED    
 HA0853* NAVD 88     -       114.322  (meters)     375.07   (feet)  ADJUSTED  
 HA0853  ___________________________________________________________________
 HA0853  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HA0853  DYNAMIC HT  -         114.240 (meters)     374.80  (feet)  COMP
 HA0853  MODELED GRAV-     979,904.4   (mgal)                       NAVD 88
 HA0853
 HA0853  VERT ORDER  -  FIRST     CLASS II
 HA0853
 HA0853.The horizontal coordinates were scaled from a topographic map and have
 HA0853.an estimated accuracy of +/- 6 seconds.
 HA0853
 HA0853.The orthometric height was determined by differential leveling
 HA0853.and adjusted by the National Geodetic Survey in June 1991..
 HA0853
 HA0853.The geoid height was determined by GEOID03.
 HA0853
 HA0853.The dynamic height is computed by dividing the NAVD 88
 HA0853.geopotential number by the normal gravity value computed on the
 HA0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0853.degrees latitude (g = 980.6199 gals.).
 HA0853
 HA0853.The modeled gravity was interpolated from observed gravity values.
 HA0853
 HA0853;                    North         East    Units  Estimated Accuracy
 HA0853;SPC KY1Z     - 1,124,330.    1,304,610.      MT  (+/- 180 meters Scaled)
 HA0853
 HA0853                          SUPERSEDED SURVEY CONTROL
 HA0853
 HA0853  NGVD 29 (??/??/92)  114.418  (m)          375.39   (f) ADJ UNCH    1 2
 HA0853
 HA0853.Superseded values are not recommended for survey control.
 HA0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0853.See file dsdata.txt to determine how the superseded data were derived.
 HA0853
 HA0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG152433(NAD 83)
 HA0853_MARKER: DB = BENCH MARK DISK
 HA0853_SETTING: 66 = SET IN ROCK OUTCROP
 HA0853_SP_SET: ROCK OUTCROP
 HA0853_STAMPING: F 139 1949
 HA0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0853+STABILITY: POSITION/ELEVATION WELL
 HA0853
 HA0853  HISTORY     - Date     Condition        Report By
 HA0853  HISTORY     - 1949     MONUMENTED       CGS
 HA0853
 HA0853                          STATION DESCRIPTION
 HA0853
 HA0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HA0853'1.8 MI SW FROM BLACKFORD.
 HA0853'ABOUT 1.75 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 HA0853'FROM THE STATION AT BLACKFORD, ABOUT 0.75 MILE NORTHEAST OF THE
 HA0853'ROAD CROSSING AT OLD NUNNS STATION, ABOUT 0.5 MILE SOUTHWEST OF A
 HA0853'ROAD CROSSING, ABOUT 0.1 MILE NORTHEAST OF A CURVE IN THE
 HA0853'TRACK WITH TANGENTS EXTENDING WEST AND NORTHEAST, SET VERTICALLY
 HA0853'IN AN OUTCROPPING OF SANDSTONE, 267 FEET NORTHEAST OF THE
 HA0853'NORTHEAST END OF TRESTLE NO. JE 64.0, 48 FEET NORTHEAST OF MILE
 HA0853'POST E 64, 7.3 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT
 HA0853'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1902 ***********************************************************************
 GY1902  DESIGNATION -  F 14
 GY1902  PID         -  GY1902
 GY1902  STATE/COUNTY-  KY/BREATHITT
 GY1902  USGS QUAD   -  HADDIX (1972)
 GY1902
 GY1902                         *CURRENT SURVEY CONTROL
 GY1902  ___________________________________________________________________
 GY1902* NAD 83(1986)-  37 29 31.     (N)    083 20 44.     (W)     SCALED    
 GY1902* NAVD 88     -       229.492  (meters)     752.92   (feet)  ADJUSTED  
 GY1902  ___________________________________________________________________
 GY1902  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GY1902  DYNAMIC HT  -         229.317 (meters)     752.35  (feet)  COMP
 GY1902  MODELED GRAV-     979,860.7   (mgal)                       NAVD 88
 GY1902
 GY1902  VERT ORDER  -  FIRST     CLASS I
 GY1902
 GY1902.The horizontal coordinates were scaled from a topographic map and have
 GY1902.an estimated accuracy of +/- 6 seconds.
 GY1902
 GY1902.The orthometric height was determined by differential leveling
 GY1902.and adjusted by the National Geodetic Survey in June 1991..
 GY1902.WARNING-Repeat measurements at this control monument indicate possible
 GY1902.vertical movement.
 GY1902
 GY1902.The geoid height was determined by GEOID03.
 GY1902
 GY1902.The dynamic height is computed by dividing the NAVD 88
 GY1902.geopotential number by the normal gravity value computed on the
 GY1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1902.degrees latitude (g = 980.6199 gals.).
 GY1902
 GY1902.The modeled gravity was interpolated from observed gravity values.
 GY1902
 GY1902;                    North         East    Units  Estimated Accuracy
 GY1902;SPC KY1Z     - 1,131,330.    1,712,600.      MT  (+/- 180 meters Scaled)
 GY1902
 GY1902                          SUPERSEDED SURVEY CONTROL
 GY1902
 GY1902  NGVD 29 (??/??/92)  229.648  (m)          753.44   (f) ADJ UNCH    1 1
 GY1902
 GY1902.Superseded values are not recommended for survey control.
 GY1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1902.See file dsdata.txt to determine how the superseded data were derived.
 GY1902
 GY1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB926520(NAD 83)
 GY1902_MARKER: DB = BENCH MARK DISK
 GY1902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1902_SP_SET: SIGNAL BASE
 GY1902_STAMPING: F 14 1930 753.496
 GY1902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1902
 GY1902  HISTORY     - Date     Condition        Report By
 GY1902  HISTORY     - 1930     MONUMENTED       CGS
 GY1902  HISTORY     - 1967     GOOD             NGS
 GY1902  HISTORY     - 19960410 MARK NOT FOUND   KYDT
 GY1902
 GY1902                          STATION DESCRIPTION
 GY1902
 GY1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1902'6.3 MI SE FROM JACKSON.
 GY1902'ABOUT 6.3 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1902'RAILROAD FROM THE STATION AT JACKSON, 88 YARDS SOUTH OF MILEPOST
 GY1902'NUMBER 204, 77 YARDS NORTH OF THE NORTHWEST CORNER OF THE POST
 GY1902'OFFICE AT THE COMMUNITY OF HADDIX, 18 FEET EAST OF THE EAST RAIL
 GY1902'OF THE MAIN TRACK, 4 1/2 FEET EAST OF THE EAST RAIL OF A SIDETRACK,
 GY1902'SET IN THE TOP OF THE NORTHWEST CORNER OF A 3- X 3-FOOT ABANDONED
 GY1902'CONCRETE FOUNDATION FOR A SEMAPHORE, 10.1 FEET WEST-NORTHWEST
 GY1902'OF THE SOUTHWEST CORNER OF AN ABANDONED CONCRETE FOUNDATION FOR
 GY1902'A RAILROAD STATION, 6.3 FEET NORTHWEST OF A METAL WITNESS POST,
 GY1902'ABOUT 3 INCHES BELOW THE LEVEL OF THE GROUND, AND ABOUT 5 INCHES
 GY1902'ABOVE THE LEVEL OF THE SIDETRACK.
 GY1902
 GY1902                          STATION RECOVERY (1996)
 GY1902
 GY1902'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0076 ***********************************************************************
 HB0076  DESIGNATION -  F 140
 HB0076  PID         -  HB0076
 HB0076  STATE/COUNTY-  KY/UNION
 HB0076  USGS QUAD   -  GROVE CENTER (1959)
 HB0076
 HB0076                         *CURRENT SURVEY CONTROL
 HB0076  ___________________________________________________________________
 HB0076* NAD 83(1986)-  37 37 37.     (N)    088 03 48.     (W)     SCALED    
 HB0076* NAVD 88     -       116.029  (meters)     380.67   (feet)  ADJUSTED  
 HB0076  ___________________________________________________________________
 HB0076  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 HB0076  DYNAMIC HT  -         115.947 (meters)     380.40  (feet)  COMP
 HB0076  MODELED GRAV-     979,921.8   (mgal)                       NAVD 88
 HB0076
 HB0076  VERT ORDER  -  FIRST     CLASS II
 HB0076
 HB0076.The horizontal coordinates were scaled from a topographic map and have
 HB0076.an estimated accuracy of +/- 6 seconds.
 HB0076
 HB0076.The orthometric height was determined by differential leveling
 HB0076.and adjusted by the National Geodetic Survey in June 1991..
 HB0076
 HB0076.The geoid height was determined by GEOID03.
 HB0076
 HB0076.The dynamic height is computed by dividing the NAVD 88
 HB0076.geopotential number by the normal gravity value computed on the
 HB0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0076.degrees latitude (g = 980.6199 gals.).
 HB0076
 HB0076.The modeled gravity was interpolated from observed gravity values.
 HB0076
 HB0076;                    North         East    Units  Estimated Accuracy
 HB0076;SPC KY1Z     - 1,146,100.    1,295,830.      MT  (+/- 180 meters Scaled)
 HB0076
 HB0076                          SUPERSEDED SURVEY CONTROL
 HB0076
 HB0076  NGVD 29 (??/??/??)  116.126  (m)          380.99   (f) ADJUSTED    1 2
 HB0076
 HB0076.Superseded values are not recommended for survey control.
 HB0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0076.See file dsdata.txt to determine how the superseded data were derived.
 HB0076
 HB0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG061649(NAD 83)
 HB0076_MARKER: DB = BENCH MARK DISK
 HB0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0076_SP_SET: ABUTMENT
 HB0076_STAMPING: F 140 1949
 HB0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0076
 HB0076  HISTORY     - Date     Condition        Report By
 HB0076  HISTORY     - 1949     MONUMENTED       CGS
 HB0076
 HB0076                          STATION DESCRIPTION
 HB0076
 HB0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0076'6.3 MI SE FROM BLACKBURN.
 HB0076'ABOUT 2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM BLACKBURN
 HB0076'THENCE ABOUT 4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 85, ABOUT
 HB0076'1.0 MILE NORTHWEST OF THE CROSSING OF THE ILLINOIS CENTRAL
 HB0076'RAILROAD, ABOUT 0.6 MILE NORTH OF THE INTERSECTION OF STATE
 HB0076'HIGHWAY 130, SET IN THE TOP OF THE WEST WING WALL OF THE
 HB0076'NORTH ABUTMENT OF A 24-FOOT CONCRETE BRIDGE, 15 FEET WEST OF AND
 HB0076'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ2698 ***********************************************************************
 JZ2698  DESIGNATION -  F 142
 JZ2698  PID         -  JZ2698
 JZ2698  STATE/COUNTY-  KY/CAMPBELL
 JZ2698  USGS QUAD   -  NEWPORT (1987)
 JZ2698
 JZ2698                         *CURRENT SURVEY CONTROL
 JZ2698  ___________________________________________________________________
 JZ2698* NAD 83(1986)-  39 05 39.     (N)    084 29 58.     (W)     SCALED    
 JZ2698* NAVD 88     -       149.156  (meters)     489.36   (feet)  ADJUSTED  
 JZ2698  ___________________________________________________________________
 JZ2698  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2698  DYNAMIC HT  -         149.062 (meters)     489.05  (feet)  COMP
 JZ2698  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 JZ2698
 JZ2698  VERT ORDER  -  FIRST     CLASS II
 JZ2698
 JZ2698.The horizontal coordinates were scaled from a topographic map and have
 JZ2698.an estimated accuracy of +/- 6 seconds.
 JZ2698
 JZ2698.The orthometric height was determined by differential leveling
 JZ2698.and adjusted by the National Geodetic Survey in June 1991..
 JZ2698.WARNING-Repeat measurements at this control monument indicate possible
 JZ2698.vertical movement.
 JZ2698
 JZ2698.The geoid height was determined by GEOID03.
 JZ2698
 JZ2698.The dynamic height is computed by dividing the NAVD 88
 JZ2698.geopotential number by the normal gravity value computed on the
 JZ2698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2698.degrees latitude (g = 980.6199 gals.).
 JZ2698
 JZ2698.The modeled gravity was interpolated from observed gravity values.
 JZ2698
 JZ2698;                    North         East    Units  Estimated Accuracy
 JZ2698;SPC KY1Z     - 1,307,160.    1,608,200.      MT  (+/- 180 meters Scaled)
 JZ2698
 JZ2698                          SUPERSEDED SURVEY CONTROL
 JZ2698
 JZ2698  NGVD 29 (??/??/92)  149.391  (m)          490.13   (f) ADJ UNCH    1 2
 JZ2698
 JZ2698.Superseded values are not recommended for survey control.
 JZ2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2698.See file dsdata.txt to determine how the superseded data were derived.
 JZ2698
 JZ2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ162302(NAD 83)
 JZ2698
 JZ2698  HISTORY     - Date     Condition        Report By
 JZ2698  HISTORY     - 1949     MONUMENTED       CGS
 JZ2698
 JZ2698                          STATION DESCRIPTION
 JZ2698
 JZ2698'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (SJD)
 JZ2698'AT NEWPORT.
 JZ2698'AT NEWPORT, AT THE INTERSECTION OF COLUMBIA STREET AND RIVERSIDE
 JZ2698'DRIVE, ABOUT 25 YARDS SOUTHWEST OF THE CENTER LINE OF CENTRAL
 JZ2698'BRIDGE ACROSS THE OHIO RIVER, SET IN THE TOP OF THE LOWER PART
 JZ2698'OF THE CONCRETE ABUTMENT FOR FLOODGATE, 14 FEET SOUTHWEST OF THE
 JZ2698'CENTER LINE OF DRIVEWAY THROUGH FLOODGATE IN CONCRETE FLOODWALL,
 JZ2698'7.5 FEET SOUTHEAST OF THE SOUTHEAST FACE OF FLOODWALL PROPER, 1.6
 JZ2698'FEET SOUTHEAST OF THE SOUTHEAST FACE OF TALL PART OF ABUTMENT
 JZ2698'AND 4.5 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0666 ***********************************************************************
 HZ0666  DESIGNATION -  F 143
 HZ0666  PID         -  HZ0666
 HZ0666  STATE/COUNTY-  KY/BOONE
 HZ0666  USGS QUAD   -  INDEPENDENCE (1981)
 HZ0666
 HZ0666                         *CURRENT SURVEY CONTROL
 HZ0666  ___________________________________________________________________
 HZ0666* NAD 83(1986)-  38 55 04.     (N)    084 37 23.     (W)     SCALED    
 HZ0666* NAVD 88     -       281.656  (meters)     924.07   (feet)  ADJUSTED  
 HZ0666  ___________________________________________________________________
 HZ0666  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ0666  DYNAMIC HT  -         281.475 (meters)     923.47  (feet)  COMP
 HZ0666  MODELED GRAV-     979,977.4   (mgal)                       NAVD 88
 HZ0666
 HZ0666  VERT ORDER  -  FIRST     CLASS II
 HZ0666
 HZ0666.The horizontal coordinates were scaled from a topographic map and have
 HZ0666.an estimated accuracy of +/- 6 seconds.
 HZ0666
 HZ0666.The orthometric height was determined by differential leveling
 HZ0666.and adjusted by the National Geodetic Survey in June 1991..
 HZ0666
 HZ0666.The geoid height was determined by GEOID03.
 HZ0666
 HZ0666.The dynamic height is computed by dividing the NAVD 88
 HZ0666.geopotential number by the normal gravity value computed on the
 HZ0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0666.degrees latitude (g = 980.6199 gals.).
 HZ0666
 HZ0666.The modeled gravity was interpolated from observed gravity values.
 HZ0666
 HZ0666;                    North         East    Units  Estimated Accuracy
 HZ0666;SPC KY1Z     - 1,287,440.    1,597,740.      MT  (+/- 180 meters Scaled)
 HZ0666
 HZ0666                          SUPERSEDED SURVEY CONTROL
 HZ0666
 HZ0666  NGVD 29 (??/??/92)  281.863  (m)          924.75   (f) ADJ UNCH    1 2
 HZ0666
 HZ0666.Superseded values are not recommended for survey control.
 HZ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0666.See file dsdata.txt to determine how the superseded data were derived.
 HZ0666
 HZ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ060103(NAD 83)
 HZ0666_MARKER: DB = BENCH MARK DISK
 HZ0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0666_STAMPING: F 143 1949
 HZ0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0666+STABILITY: SURFACE MOTION
 HZ0666
 HZ0666  HISTORY     - Date     Condition        Report By
 HZ0666  HISTORY     - 1949     MONUMENTED       CGS
 HZ0666  HISTORY     - 1964     MARK NOT FOUND   NGS
 HZ0666  HISTORY     - 1978     MARK NOT FOUND   USGS
 HZ0666  HISTORY     - 1985     MARK NOT FOUND   NGS
 HZ0666
 HZ0666                          STATION DESCRIPTION
 HZ0666
 HZ0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0666'3.4 MI N FROM WALTON.
 HZ0666'3.45 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0666'WALTON, ABOUT 105 YARDS SOUTHEAST OF MILE POST 17, ABOUT 0.2
 HZ0666'MILE SOUTHEAST OF THE STATION AT RICHWOOD, AT A PUBLIC GRAVEL
 HZ0666'ROAD CROSSING, 165 FEET EAST-SOUTHEAST OF THE CENTER OF THE NORTHEAST
 HZ0666'TRACK CROSSING, 40 FEET WEST OF AND ACROSS ROAD FROM TELEPHONE
 HZ0666'POLE NO. 753, 39.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 HZ0666'NORTHEAST TRACK, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 HZ0666'PARALLEL TO THE TRACK, 6 FEET SOUTHEAST OF THE TELEPHONE POLE
 HZ0666'G, 2 FEET NORTHEAST OF THE WHITE WOODEN WITNESS POST, ABOUT
 HZ0666'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 HZ0666'PROJECTING 3 INCHES.
 HZ0666
 HZ0666                          STATION RECOVERY (1964)
 HZ0666
 HZ0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0666'MARK NOT FOUND.
 HZ0666
 HZ0666                          STATION RECOVERY (1978)
 HZ0666
 HZ0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HZ0666'MARK NOT FOUND.
 HZ0666
 HZ0666                          STATION RECOVERY (1985)
 HZ0666
 HZ0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0666'NOT RECOVERED, NO EVIDENCE OF MARK WAS FOUND, ALSO REPORTED NOT
 HZ0666'RECOVERED IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0269 ***********************************************************************
 HZ0269  DESIGNATION -  F 144
 HZ0269  PID         -  HZ0269
 HZ0269  STATE/COUNTY-  KY/SCOTT
 HZ0269  USGS QUAD   -  GEORGETOWN (1993)
 HZ0269
 HZ0269                         *CURRENT SURVEY CONTROL
 HZ0269  ___________________________________________________________________
 HZ0269* NAD 83(1986)-  38 13 17.     (N)    084 32 59.     (W)     SCALED    
 HZ0269* NAVD 88     -       257.595  (meters)     845.13   (feet)  ADJUSTED  
 HZ0269  ___________________________________________________________________
 HZ0269  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HZ0269  DYNAMIC HT  -         257.408 (meters)     844.51  (feet)  COMP
 HZ0269  MODELED GRAV-     979,898.1   (mgal)                       NAVD 88
 HZ0269
 HZ0269  VERT ORDER  -  FIRST     CLASS II
 HZ0269
 HZ0269.The horizontal coordinates were scaled from a topographic map and have
 HZ0269.an estimated accuracy of +/- 6 seconds.
 HZ0269
 HZ0269.The orthometric height was determined by differential leveling
 HZ0269.and adjusted by the National Geodetic Survey in June 1991..
 HZ0269
 HZ0269.The geoid height was determined by GEOID03.
 HZ0269
 HZ0269.The dynamic height is computed by dividing the NAVD 88
 HZ0269.geopotential number by the normal gravity value computed on the
 HZ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0269.degrees latitude (g = 980.6199 gals.).
 HZ0269
 HZ0269.The modeled gravity was interpolated from observed gravity values.
 HZ0269
 HZ0269;                    North         East    Units  Estimated Accuracy
 HZ0269;SPC KY1Z     - 1,210,220.    1,605,100.      MT  (+/- 180 meters Scaled)
 HZ0269
 HZ0269                          SUPERSEDED SURVEY CONTROL
 HZ0269
 HZ0269  NGVD 29 (??/??/92)  257.767  (m)          845.69   (f) ADJ UNCH    1 2
 HZ0269
 HZ0269.Superseded values are not recommended for survey control.
 HZ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0269.See file dsdata.txt to determine how the superseded data were derived.
 HZ0269
 HZ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH144332(NAD 83)
 HZ0269_MARKER: DB = BENCH MARK DISK
 HZ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0269_SP_SET: CONCRETE POST
 HZ0269_STAMPING: F 144 1949
 HZ0269_MARK LOGO: CGS   
 HZ0269_PROJECTION: FLUSH
 HZ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0269+STABILITY: SURFACE MOTION
 HZ0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0269+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 HZ0269
 HZ0269  HISTORY     - Date     Condition        Report By
 HZ0269  HISTORY     - 1949     MONUMENTED       CGS
 HZ0269  HISTORY     - 1960     GOOD             NGS
 HZ0269  HISTORY     - 1986     GOOD             NGS
 HZ0269  HISTORY     - 20050729 GOOD             USGS
 HZ0269
 HZ0269                          STATION DESCRIPTION
 HZ0269
 HZ0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0269'1 MI N FROM GEORGETOWN.
 HZ0269'ABOUT 0.95 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 HZ0269'STATION AT GEORGETOWN, AT A PRIVATE ROAD CROSSING, 46 FEET
 HZ0269'WEST-SOUTHWEST OF THE WEST-SOUTHWEST RAIL, 1 FOOT EAST OF A
 HZ0269'FENCE LINE, 49 1/2 FEET WEST OF THE CENTER OF THE CROSSING OF
 HZ0269'THE WEST-SOUTHWEST TRACK, 143 FEET NORTHWEST OF A SIGN STATION
 HZ0269'ONE MILE, 31 1/2 FEET NORTH OF A FENCE CORNER, 2 FEET SOUTH OF
 HZ0269'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE TRACK AND
 HZ0269'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0269
 HZ0269                          STATION RECOVERY (1960)
 HZ0269
 HZ0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HZ0269'RECOVERED IN GOOD CONDITION.
 HZ0269
 HZ0269                          STATION RECOVERY (1986)
 HZ0269
 HZ0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ0269'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.2 KM (0.1 MI)
 HZ0269'EAST ALONG MAIN STREET FROM THE COURTHOUSE IN GEORGETOWN, THENCE 1.4
 HZ0269'KM (0.9 MI) NORTH AND NORTHEAST ALONG NORTH HAMILTON STREET, THENCE
 HZ0269'0.08 KM (0.05 MI) NORTHEAST ALONG LEWIS LANE TO THE SOUTHERN RAILROAD
 HZ0269'AND THE MARK ON THE LEFT, 10.0 METERS (33.0 FT) NORTHWEST OF THE
 HZ0269'CENTER OF LEWIS LANE, 14.0 METERS (46.0 FT) SOUTHWEST OF THE WEST RAIL
 HZ0269'OF THE WEST TRACK, 0.30 METER (1.0 FT) EAST OF A FENCE LINE.
 HZ0269'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 HZ0269'THE MARK IS 0.61 M BELOW TRACKS.
 HZ0269
 HZ0269                          STATION RECOVERY (2005)
 HZ0269
 HZ0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (TSL)
 HZ0269'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0105 ***********************************************************************
 HZ0105  DESIGNATION -  F 145
 HZ0105  PID         -  HZ0105
 HZ0105  STATE/COUNTY-  KY/FAYETTE
 HZ0105  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0105
 HZ0105                         *CURRENT SURVEY CONTROL
 HZ0105  ___________________________________________________________________
 HZ0105* NAD 83(1986)-  38 06 38.     (N)    084 28 36.     (W)     SCALED    
 HZ0105* NAVD 88     -       276.287  (meters)     906.45   (feet)  ADJUSTED  
 HZ0105  ___________________________________________________________________
 HZ0105  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HZ0105  DYNAMIC HT  -         276.086 (meters)     905.79  (feet)  COMP
 HZ0105  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 HZ0105
 HZ0105  VERT ORDER  -  FIRST     CLASS II
 HZ0105
 HZ0105.The horizontal coordinates were scaled from a topographic map and have
 HZ0105.an estimated accuracy of +/- 6 seconds.
 HZ0105
 HZ0105.The orthometric height was determined by differential leveling
 HZ0105.and adjusted by the National Geodetic Survey in June 1991..
 HZ0105
 HZ0105.The geoid height was determined by GEOID03.
 HZ0105
 HZ0105.The dynamic height is computed by dividing the NAVD 88
 HZ0105.geopotential number by the normal gravity value computed on the
 HZ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0105.degrees latitude (g = 980.6199 gals.).
 HZ0105
 HZ0105.The modeled gravity was interpolated from observed gravity values.
 HZ0105
 HZ0105;                    North         East    Units  Estimated Accuracy
 HZ0105;SPC KY1Z     - 1,198,000.    1,611,660.      MT  (+/- 180 meters Scaled)
 HZ0105
 HZ0105                          SUPERSEDED SURVEY CONTROL
 HZ0105
 HZ0105  NGVD 29 (??/??/92)  276.449  (m)          906.98   (f) ADJ UNCH    1 2
 HZ0105
 HZ0105.Superseded values are not recommended for survey control.
 HZ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0105.See file dsdata.txt to determine how the superseded data were derived.
 HZ0105
 HZ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH212210(NAD 83)
 HZ0105_MARKER: DB = BENCH MARK DISK
 HZ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0105_STAMPING: F 145 1949
 HZ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0105+STABILITY: SURFACE MOTION
 HZ0105
 HZ0105  HISTORY     - Date     Condition        Report By
 HZ0105  HISTORY     - 1949     MONUMENTED       CGS
 HZ0105  HISTORY     - 1958     GOOD             NGS
 HZ0105
 HZ0105                          STATION DESCRIPTION
 HZ0105
 HZ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0105'4.6 MI SE FROM DONERAIL.
 HZ0105'ABOUT 2.85 MILES SOUTHEAST ALONG IRONWORKS ROAD FROM THE
 HZ0105'SOUTHERN RAILWAY STATION AT DONERAIL, THENCE ABOUT 1.5 MILES
 HZ0105'SOUTH ALONG NEWTON ROAD, THENCE ABOUT 0.25 MILE EAST ALONG
 HZ0105'ROAD TO COOL MEADOW AIRPORT, 66 FEET NORTH-NORTHEAST OF THE
 HZ0105'NORTHEAST CORNER OF THE AIRPORT OFFICE BUILDING, 5 FEET
 HZ0105'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A LARGE CORRUGATED
 HZ0105'ALUMINUM HANGAR BUILDING, 9 FEET SOUTH OF THE SOUTHEAST CORNER
 HZ0105'OF A SMALL BRICK BUILDING HOUSING WATER PUMP, 2 FEET NORTHWEST
 HZ0105'OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 HZ0105'POST PROJECTING 3 INCHES.  NOTE-- THE AIRPORT IS ABANDONED,
 HZ0105'THE BUILDINGS ARE STILL IN PLACE, AND ARE ON THE PROVIDENCE
 HZ0105'FARM.
 HZ0105
 HZ0105                          STATION RECOVERY (1958)
 HZ0105
 HZ0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1138 ***********************************************************************
 HZ1138  DESIGNATION -  F 146
 HZ1138  PID         -  HZ1138
 HZ1138  STATE/COUNTY-  KY/SHELBY
 HZ1138  USGS QUAD   -  EMINENCE (1978)
 HZ1138
 HZ1138                         *CURRENT SURVEY CONTROL
 HZ1138  ___________________________________________________________________
 HZ1138* NAD 83(1986)-  38 15 33.     (N)    085 09 21.     (W)     SCALED    
 HZ1138* NAVD 88     -       238.851  (meters)     783.63   (feet)  ADJUSTED  
 HZ1138  ___________________________________________________________________
 HZ1138  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ1138  DYNAMIC HT  -         238.685 (meters)     783.09  (feet)  COMP
 HZ1138  MODELED GRAV-     979,926.2   (mgal)                       NAVD 88
 HZ1138
 HZ1138  VERT ORDER  -  FIRST     CLASS II
 HZ1138
 HZ1138.The horizontal coordinates were scaled from a topographic map and have
 HZ1138.an estimated accuracy of +/- 6 seconds.
 HZ1138
 HZ1138.The orthometric height was determined by differential leveling
 HZ1138.and adjusted by the National Geodetic Survey in June 1991..
 HZ1138
 HZ1138.The geoid height was determined by GEOID03.
 HZ1138
 HZ1138.The dynamic height is computed by dividing the NAVD 88
 HZ1138.geopotential number by the normal gravity value computed on the
 HZ1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1138.degrees latitude (g = 980.6199 gals.).
 HZ1138
 HZ1138.The modeled gravity was interpolated from observed gravity values.
 HZ1138
 HZ1138;                    North         East    Units  Estimated Accuracy
 HZ1138;SPC KY1Z     - 1,213,900.    1,552,000.      MT  (+/- 180 meters Scaled)
 HZ1138
 HZ1138                          SUPERSEDED SURVEY CONTROL
 HZ1138
 HZ1138  NGVD 29 (??/??/92)  239.005  (m)          784.14   (f) ADJ UNCH    1 2
 HZ1138
 HZ1138.Superseded values are not recommended for survey control.
 HZ1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1138.See file dsdata.txt to determine how the superseded data were derived.
 HZ1138
 HZ1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH613361(NAD 83)
 HZ1138_MARKER: DB = BENCH MARK DISK
 HZ1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1138_STAMPING: F 146 1949
 HZ1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1138+STABILITY: SURFACE MOTION
 HZ1138
 HZ1138  HISTORY     - Date     Condition        Report By
 HZ1138  HISTORY     - 1949     MONUMENTED       CGS
 HZ1138
 HZ1138                          STATION DESCRIPTION
 HZ1138
 HZ1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1138'3.5 MI SW FROM CHRISTIANBURG.
 HZ1138'ABOUT 3.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1138'RAILROAD FROM THE STATION AT CHRISTIANBURG, AT A PRIVATE ROAD
 HZ1138'CROSSING, 85 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 119
 HZ1138'FEET WEST-NORTHWEST AND ACROSS THE TRACK FROM MILE POST 36,
 HZ1138'81 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 27 FEET WEST-NORTHWEST
 HZ1138'OF A FENCE CORNER, 21 FEET SOUTHEAST OF A 14-INCH FORKED WALNUT
 HZ1138'TREE, 16 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE PRIVATE
 HZ1138'ROAD, 1 FOOT NORTH-NORTHEAST OF A FENCE LINE, 1 1/2 FEET EAST
 HZ1138'OF A WHITE WOODEN WITNESS POST, ABOUT 8 1/2 FEET BELOW THE TRACK
 HZ1138'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0368 ***********************************************************************
 HZ0368  DESIGNATION -  F 147
 HZ0368  PID         -  HZ0368
 HZ0368  STATE/COUNTY-  KY/FRANKLIN
 HZ0368  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0368
 HZ0368                         *CURRENT SURVEY CONTROL
 HZ0368  ___________________________________________________________________
 HZ0368* NAD 83(1986)-  38 13 14.     (N)    084 48 30.     (W)     SCALED    
 HZ0368* NAVD 88     -       200.392  (meters)     657.45   (feet)  ADJUSTED  
 HZ0368  ___________________________________________________________________
 HZ0368  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 HZ0368  DYNAMIC HT  -         200.249 (meters)     656.98  (feet)  COMP
 HZ0368  MODELED GRAV-     979,915.3   (mgal)                       NAVD 88
 HZ0368
 HZ0368  VERT ORDER  -  FIRST     CLASS II
 HZ0368
 HZ0368.The horizontal coordinates were scaled from a topographic map and have
 HZ0368.an estimated accuracy of +/- 6 seconds.
 HZ0368
 HZ0368.The orthometric height was determined by differential leveling
 HZ0368.and adjusted by the National Geodetic Survey in June 1991..
 HZ0368
 HZ0368.The geoid height was determined by GEOID03.
 HZ0368
 HZ0368.The dynamic height is computed by dividing the NAVD 88
 HZ0368.geopotential number by the normal gravity value computed on the
 HZ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0368.degrees latitude (g = 980.6199 gals.).
 HZ0368
 HZ0368.The modeled gravity was interpolated from observed gravity values.
 HZ0368
 HZ0368;                    North         East    Units  Estimated Accuracy
 HZ0368;SPC KY1Z     - 1,209,870.    1,582,450.      MT  (+/- 180 meters Scaled)
 HZ0368
 HZ0368                          SUPERSEDED SURVEY CONTROL
 HZ0368
 HZ0368  NGVD 29 (??/??/92)  200.565  (m)          658.02   (f) ADJ UNCH    1 2
 HZ0368
 HZ0368.Superseded values are not recommended for survey control.
 HZ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0368.See file dsdata.txt to determine how the superseded data were derived.
 HZ0368
 HZ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH918325(NAD 83)
 HZ0368_MARKER: DB = BENCH MARK DISK
 HZ0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0368_SP_SET: ABUTMENT
 HZ0368_STAMPING: F 147 1949
 HZ0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0368
 HZ0368  HISTORY     - Date     Condition        Report By
 HZ0368  HISTORY     - 1949     MONUMENTED       CGS
 HZ0368
 HZ0368                          STATION DESCRIPTION
 HZ0368
 HZ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0368'0.7 MI SW FROM ELKHORN.
 HZ0368'ABOUT 0.7 MILE SOUTHWEST ALONG THE FRANKFORT AND CINCINNATI
 HZ0368'RAILROAD FROM THE STATION AT ELKHORN, ABOUT 0.2 MILE SOUTHEAST
 HZ0368'OF MILE POST F 4, SET IN THE TOP OF THE NORTHEAST END OF THE
 HZ0368'SOUTHEAST CONCRETE ABUTMENT OF RAILROAD TRESTLE OVER ELK CREEK,
 HZ0368'5.3 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 1 FOOT BELOW
 HZ0368'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0625 ***********************************************************************
 HZ0625  DESIGNATION -  F 148
 HZ0625  PID         -  HZ0625
 HZ0625  STATE/COUNTY-  KY/GALLATIN
 HZ0625  USGS QUAD   -  PATRIOT (1994)
 HZ0625
 HZ0625                         *CURRENT SURVEY CONTROL
 HZ0625  ___________________________________________________________________
 HZ0625* NAD 83(1986)-  38 48 32.     (N)    084 48 15.     (W)     SCALED    
 HZ0625* NAVD 88     -       158.993  (meters)     521.63   (feet)  ADJUSTED  
 HZ0625  ___________________________________________________________________
 HZ0625  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0625  DYNAMIC HT  -         158.893 (meters)     521.30  (feet)  COMP
 HZ0625  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 HZ0625
 HZ0625  VERT ORDER  -  FIRST     CLASS II
 HZ0625
 HZ0625.The horizontal coordinates were scaled from a topographic map and have
 HZ0625.an estimated accuracy of +/- 6 seconds.
 HZ0625
 HZ0625.The orthometric height was determined by differential leveling
 HZ0625.and adjusted by the National Geodetic Survey in June 1991..
 HZ0625
 HZ0625.The geoid height was determined by GEOID03.
 HZ0625
 HZ0625.The dynamic height is computed by dividing the NAVD 88
 HZ0625.geopotential number by the normal gravity value computed on the
 HZ0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0625.degrees latitude (g = 980.6199 gals.).
 HZ0625
 HZ0625.The modeled gravity was interpolated from observed gravity values.
 HZ0625
 HZ0625;                    North         East    Units  Estimated Accuracy
 HZ0625;SPC KY1Z     - 1,275,170.    1,582,160.      MT  (+/- 180 meters Scaled)
 HZ0625
 HZ0625                          SUPERSEDED SURVEY CONTROL
 HZ0625
 HZ0625  NGVD 29 (??/??/92)  159.194  (m)          522.29   (f) ADJ UNCH    1 2
 HZ0625
 HZ0625.Superseded values are not recommended for survey control.
 HZ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0625.See file dsdata.txt to determine how the superseded data were derived.
 HZ0625
 HZ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH906978(NAD 83)
 HZ0625_MARKER: DB = BENCH MARK DISK
 HZ0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0625_STAMPING: F 148 1949
 HZ0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0625+STABILITY: SURFACE MOTION
 HZ0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0625+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2000
 HZ0625
 HZ0625  HISTORY     - Date     Condition        Report By
 HZ0625  HISTORY     - 1949     MONUMENTED       CGS
 HZ0625  HISTORY     - 1964     GOOD             NGS
 HZ0625  HISTORY     - 20000514 GOOD             KYDT
 HZ0625
 HZ0625                          STATION DESCRIPTION
 HZ0625
 HZ0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0625'7.4 MI NE FROM WARSAW.
 HZ0625'6.3 MILES EAST ALONG U.S. HIGHWAY 42 FROM THE COURT HOUSE AT
 HZ0625'WARSAW, THENCE ABOUT 1.1 MILES NORTH ALONG A PROMINENT GRAVEL
 HZ0625'ROAD, AT THE RESIDENCE OF C.H. STAHL, ABOUT 0.9 MILE SOUTHEAST
 HZ0625'OF A ROAD SOUTHWEST, 110 FEET NORTHEAST OF THE EAST CORNER OF
 HZ0625'THE HOUSE, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 HZ0625'20 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 24 FEET
 HZ0625'WEST OF THE NORTHWEST END OF A 18-INCH PIPE CULVERT UNDER THE
 HZ0625'DRIVEWAY, 23 FEET NORTHEAST OF A 30-INCH WILLOW TREE, 16 FEET
 HZ0625'SOUTH OF A 5-INCH HEMLOCK TREE, 1 FOOT NORTHEAST OF A LAWN
 HZ0625'HEDGE, 1.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HZ0625'5 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 HZ0625'CONCRETE POST PROJECTING 2 INCHES.
 HZ0625
 HZ0625                          STATION RECOVERY (1964)
 HZ0625
 HZ0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0625'RECOVERED IN GOOD CONDITION.
 HZ0625
 HZ0625                          STATION RECOVERY (2000)
 HZ0625
 HZ0625'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HZ0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0039 ***********************************************************************
 GB0039  DESIGNATION -  F 149
 GB0039  PID         -  GB0039
 GB0039  STATE/COUNTY-  KY/MCCREARY
 GB0039  USGS QUAD   -  WIBORG (1981)
 GB0039
 GB0039                         *CURRENT SURVEY CONTROL
 GB0039  ___________________________________________________________________
 GB0039* NAD 83(1986)-  36 45 56.     (N)    084 28 55.     (W)     SCALED    
 GB0039* NAVD 88     -       389.535  (meters)    1278.00   (feet)  ADJUSTED  
 GB0039  ___________________________________________________________________
 GB0039  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GB0039  DYNAMIC HT  -         389.225 (meters)    1276.98  (feet)  COMP
 GB0039  MODELED GRAV-     979,822.0   (mgal)                       NAVD 88
 GB0039
 GB0039  VERT ORDER  -  FIRST     CLASS I
 GB0039
 GB0039.The horizontal coordinates were scaled from a topographic map and have
 GB0039.an estimated accuracy of +/- 6 seconds.
 GB0039
 GB0039.The orthometric height was determined by differential leveling
 GB0039.and adjusted by the National Geodetic Survey in June 1991..
 GB0039
 GB0039.The geoid height was determined by GEOID03.
 GB0039
 GB0039.The dynamic height is computed by dividing the NAVD 88
 GB0039.geopotential number by the normal gravity value computed on the
 GB0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0039.degrees latitude (g = 980.6199 gals.).
 GB0039
 GB0039.The modeled gravity was interpolated from observed gravity values.
 GB0039
 GB0039;                    North         East    Units  Estimated Accuracy
 GB0039;SPC KY1Z     - 1,048,740.    1,613,220.      MT  (+/- 180 meters Scaled)
 GB0039
 GB0039                          SUPERSEDED SURVEY CONTROL
 GB0039
 GB0039  NGVD 29 (??/??/92)  389.675  (m)         1278.46   (f) ADJ UNCH    1 1
 GB0039
 GB0039.Superseded values are not recommended for survey control.
 GB0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0039.See file dsdata.txt to determine how the superseded data were derived.
 GB0039
 GB0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF247718(NAD 83)
 GB0039_MARKER: DB = BENCH MARK DISK
 GB0039_SETTING: 66 = SET IN ROCK OUTCROP
 GB0039_SP_SET: ROCK CUT
 GB0039_STAMPING: F 149 1950 1278.459
 GB0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0039+STABILITY: POSITION/ELEVATION WELL
 GB0039
 GB0039  HISTORY     - Date     Condition        Report By
 GB0039  HISTORY     - 1950     MONUMENTED       CGS
 GB0039  HISTORY     - 1968     GOOD             NGS
 GB0039
 GB0039                          STATION DESCRIPTION
 GB0039
 GB0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0039'4.8 MI N FROM STEARNS.
 GB0039'ABOUT 4.85 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0039'AT STEARNS, 0.4 MILE SOUTH OF MILEPOST 187, SET VERTICALLY IN
 GB0039'THE NORTHWEST FACE OF THE SOUTHEAST ROCK WALL OF A CUT FOR THE
 GB0039'RAILROAD, 55 YARDS NORTHEAST OF THE SOUTHWEST END OF THE CUT,
 GB0039'29 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 98 FEET SOUTHWEST OF
 GB0039'THE SOUTHWEST END OF THE SOUTHEAST WOODEN PIER OF A RAILROAD
 GB0039'UNDERPASS FOR OLD U.S. HIGHWAY 27, AND ABOUT LEVEL WITH THE
 GB0039'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1977 ***********************************************************************
 GY1977  DESIGNATION -  F 15
 GY1977  PID         -  GY1977
 GY1977  STATE/COUNTY-  KY/PERRY
 GY1977  USGS QUAD   -  HAZARD NORTH (1992)
 GY1977
 GY1977                         *CURRENT SURVEY CONTROL
 GY1977  ___________________________________________________________________
 GY1977* NAD 83(1986)-  37 15 12.     (N)    083 11 42.     (W)     SCALED    
 GY1977* NAVD 88     -       264.476  (meters)     867.70   (feet)  ADJUSTED  
 GY1977  ___________________________________________________________________
 GY1977  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1977  DYNAMIC HT  -         264.268 (meters)     867.02  (feet)  COMP
 GY1977  MODELED GRAV-     979,837.3   (mgal)                       NAVD 88
 GY1977
 GY1977  VERT ORDER  -  FIRST     CLASS I
 GY1977
 GY1977.The horizontal coordinates were scaled from a topographic map and have
 GY1977.an estimated accuracy of +/- 6 seconds.
 GY1977
 GY1977.The orthometric height was determined by differential leveling
 GY1977.and adjusted by the National Geodetic Survey in June 1991..
 GY1977.WARNING-Repeat measurements at this control monument indicate possible
 GY1977.vertical movement.
 GY1977
 GY1977.The geoid height was determined by GEOID03.
 GY1977
 GY1977.The dynamic height is computed by dividing the NAVD 88
 GY1977.geopotential number by the normal gravity value computed on the
 GY1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1977.degrees latitude (g = 980.6199 gals.).
 GY1977
 GY1977.The modeled gravity was interpolated from observed gravity values.
 GY1977
 GY1977;                    North         East    Units  Estimated Accuracy
 GY1977;SPC KY1Z     - 1,105,210.    1,726,630.      MT  (+/- 180 meters Scaled)
 GY1977
 GY1977                          SUPERSEDED SURVEY CONTROL
 GY1977
 GY1977  NGVD 29 (??/??/92)  264.646  (m)          868.26   (f) ADJ UNCH    1 1
 GY1977
 GY1977.Superseded values are not recommended for survey control.
 GY1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1977.See file dsdata.txt to determine how the superseded data were derived.
 GY1977
 GY1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB053252(NAD 83)
 GY1977_MARKER: DB = BENCH MARK DISK
 GY1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1977_STAMPING: F 15 1930 868.259
 GY1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1977+STABILITY: SURFACE MOTION
 GY1977
 GY1977  HISTORY     - Date     Condition        Report By
 GY1977  HISTORY     - 1930     MONUMENTED       CGS
 GY1977  HISTORY     - 1967     GOOD             NGS
 GY1977  HISTORY     - 19940610 MARK NOT FOUND   KYDT
 GY1977
 GY1977                          STATION DESCRIPTION
 GY1977
 GY1977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1977'0.5 MI NE FROM HAZARD.
 GY1977'ABOUT 1 BLOCK NORTH ALONG DEPOT STREET FROM THE LOUISVILLE AND
 GY1977'NASHVILLE RAILROAD STATION AT HAZARD, THENCE 0.35 MILE NORTH
 GY1977'ALONG MAIN STREET, 75 FEET SOUTHEAST AND ACROSS THE STREET FROM
 GY1977'THE EAST CORNER OF THE ENTRANCE TO A FOOTBRIDGE OVER THE NORTH
 GY1977'FORK KENTUCKY RIVER, 56 FEET SOUTHEAST OF THE CENTERLINE OF
 GY1977'MAIN STREET, 18 1/2 FEET SOUTHWEST OF THE SOUTHWEST CONCRETE FACE
 GY1977'OF A STAIRWAY WHICH LEADS TO THE LINCOLN HOTEL WHICH IS NOW
 GY1977'CLOSED, 24 FEET NORTHEAST OF THE CENTERLINE OF AN ALLEY, 15 1/2
 GY1977'FEET NORTHEAST OF THE WEST CORNER OF THE HOTEL BUILDING, 2 FEET
 GY1977'NORTHWEST OF THE CONCRETE FOUNDATION OF THE HOTEL BUILDING,
 GY1977'ABOUT 9 FEET ABOVE THE LEVEL OF MAIN STREET, AND SET IN THE TOP
 GY1977'OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE GROUND.
 GY1977
 GY1977                          STATION RECOVERY (1994)
 GY1977
 GY1977'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0135 ***********************************************************************
 HZ0135  DESIGNATION -  F 150
 HZ0135  PID         -  HZ0135
 HZ0135  STATE/COUNTY-  KY/CLARK
 HZ0135  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0135
 HZ0135                         *CURRENT SURVEY CONTROL
 HZ0135  ___________________________________________________________________
 HZ0135* NAD 83(1986)-  38 02 26.     (N)    084 15 13.     (W)     SCALED    
 HZ0135* NAVD 88     -       288.120  (meters)     945.27   (feet)  ADJUSTED  
 HZ0135  ___________________________________________________________________
 HZ0135  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HZ0135  DYNAMIC HT  -         287.909 (meters)     944.58  (feet)  COMP
 HZ0135  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 HZ0135
 HZ0135  VERT ORDER  -  FIRST     CLASS II
 HZ0135
 HZ0135.The horizontal coordinates were scaled from a topographic map and have
 HZ0135.an estimated accuracy of +/- 6 seconds.
 HZ0135
 HZ0135.The orthometric height was determined by differential leveling
 HZ0135.and adjusted by the National Geodetic Survey in June 1991..
 HZ0135
 HZ0135.The geoid height was determined by GEOID03.
 HZ0135
 HZ0135.The dynamic height is computed by dividing the NAVD 88
 HZ0135.geopotential number by the normal gravity value computed on the
 HZ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0135.degrees latitude (g = 980.6199 gals.).
 HZ0135
 HZ0135.The modeled gravity was interpolated from observed gravity values.
 HZ0135
 HZ0135;                    North         East    Units  Estimated Accuracy
 HZ0135;SPC KY1Z     - 1,190,530.    1,631,340.      MT  (+/- 180 meters Scaled)
 HZ0135
 HZ0135                          SUPERSEDED SURVEY CONTROL
 HZ0135
 HZ0135  NGVD 29 (??/??/92)  288.267  (m)          945.76   (f) ADJ UNCH    1 2
 HZ0135
 HZ0135.Superseded values are not recommended for survey control.
 HZ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0135.See file dsdata.txt to determine how the superseded data were derived.
 HZ0135
 HZ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH410138(NAD 83)
 HZ0135_MARKER: DB = BENCH MARK DISK
 HZ0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0135_SP_SET: CULVERT
 HZ0135_STAMPING: F 150 1949 945.756
 HZ0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0135
 HZ0135  HISTORY     - Date     Condition        Report By
 HZ0135  HISTORY     - 1949     MONUMENTED       CGS
 HZ0135  HISTORY     - 1960     GOOD             NGS
 HZ0135
 HZ0135                          STATION DESCRIPTION
 HZ0135
 HZ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0135'5.5 MI NW FROM WINCHESTER.
 HZ0135'ABOUT 5.5 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ0135'RAILROAD FROM THE STATION AT WINCHESTER, ABOUT 1.15 MILES SOUTHEAST
 HZ0135'OF THE OVERPASS OF THE TRACK OVER OLD PINE GROVE-CLINTONVILLE
 HZ0135'ROAD AT WYANDOTTE, SET IN THE TOP OF THE SOUTHEAST END OF THE
 HZ0135'SOUTHWEST CONCRETE HEAD WALL OF A 3-FOOT ARCHED STONE MASONRY
 HZ0135'CULVERT, 11.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT
 HZ0135'3 1/2 FEET BELOW THE TRACK.
 HZ0135
 HZ0135                          STATION RECOVERY (1960)
 HZ0135
 HZ0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HZ0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0771 ***********************************************************************
 GZ0771  DESIGNATION -  F 152
 GZ0771  PID         -  GZ0771
 GZ0771  STATE/COUNTY-  KY/LINCOLN
 GZ0771  USGS QUAD   -  HALLS GAP (1987)
 GZ0771
 GZ0771                         *CURRENT SURVEY CONTROL
 GZ0771  ___________________________________________________________________
 GZ0771* NAD 83(1986)-  37 24 32.     (N)    084 44 17.     (W)     SCALED    
 GZ0771* NAVD 88     -       294.777  (meters)     967.11   (feet)  ADJUSTED  
 GZ0771  ___________________________________________________________________
 GZ0771  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GZ0771  DYNAMIC HT  -         294.545 (meters)     966.35  (feet)  COMP
 GZ0771  MODELED GRAV-     979,837.0   (mgal)                       NAVD 88
 GZ0771
 GZ0771  VERT ORDER  -  FIRST     CLASS II
 GZ0771
 GZ0771.The horizontal coordinates were scaled from a topographic map and have
 GZ0771.an estimated accuracy of +/- 6 seconds.
 GZ0771
 GZ0771.The orthometric height was determined by differential leveling
 GZ0771.and adjusted by the National Geodetic Survey in June 1991..
 GZ0771
 GZ0771.The geoid height was determined by GEOID03.
 GZ0771
 GZ0771.The dynamic height is computed by dividing the NAVD 88
 GZ0771.geopotential number by the normal gravity value computed on the
 GZ0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0771.degrees latitude (g = 980.6199 gals.).
 GZ0771
 GZ0771.The modeled gravity was interpolated from observed gravity values.
 GZ0771
 GZ0771;                    North         East    Units  Estimated Accuracy
 GZ0771;SPC KY1Z     - 1,119,850.    1,589,580.      MT  (+/- 180 meters Scaled)
 GZ0771
 GZ0771                          SUPERSEDED SURVEY CONTROL
 GZ0771
 GZ0771  NGVD 29 (??/??/92)  294.922  (m)          967.59   (f) ADJ UNCH    1 2
 GZ0771
 GZ0771.Superseded values are not recommended for survey control.
 GZ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0771.See file dsdata.txt to determine how the superseded data were derived.
 GZ0771
 GZ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG001426(NAD 83)
 GZ0771_MARKER: DB = BENCH MARK DISK
 GZ0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0771_STAMPING: F 152 1950 967.590
 GZ0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0771+STABILITY: SURFACE MOTION
 GZ0771
 GZ0771  HISTORY     - Date     Condition        Report By
 GZ0771  HISTORY     - 1950     MONUMENTED       CGS
 GZ0771  HISTORY     - 1958     GOOD             NGS
 GZ0771  HISTORY     - 1981     GOOD             KYDT
 GZ0771
 GZ0771                          STATION DESCRIPTION
 GZ0771
 GZ0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0771'AT SOUTH FORK.
 GZ0771'AT SOUTH FORK, ALONG THE SOUTHERN RAILWAY, 256 FEET NORTHWEST
 GZ0771'OF THE NORTH CORNER OF THE STATION, 125 FEET NORTHWEST OF THE
 GZ0771'WEST CORNER OF A STORE, 128 FEET NORTH OF THE CENTER OF THE
 GZ0771'CROSSING OF A ROAD AND THE NORTHEAST TRACK, 44 FEET NORTHEAST
 GZ0771'OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 25 FEET WEST AND
 GZ0771'ACROSS A DRIVEWAY FROM THE WEST CORNER OF A GARAGE, 13 FEET NORTH
 GZ0771'OF TELEPHONE POLE NO. 28G, 20 FEET WEST OF THE CENTER LINE OF THE
 GZ0771'DRIVE WAY, 2 1/2 FEET SOUTHWEST OF A FENCE CORNER, 1 1/2 FEET
 GZ0771'WEST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE TRACK AND
 GZ0771'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0771
 GZ0771                          STATION RECOVERY (1958)
 GZ0771
 GZ0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0771'RECOVERED IN GOOD CONDITION.
 GZ0771
 GZ0771                          STATION RECOVERY (1981)
 GZ0771
 GZ0771'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1304 ***********************************************************************
 GZ1304  DESIGNATION -  F 153
 GZ1304  PID         -  GZ1304
 GZ1304  STATE/COUNTY-  KY/BOYLE
 GZ1304  USGS QUAD   -  JUNCTION CITY (1979)
 GZ1304
 GZ1304                         *CURRENT SURVEY CONTROL
 GZ1304  ___________________________________________________________________
 GZ1304* NAD 83(1986)-  37 36 41.     (N)    084 47 44.     (W)     SCALED    
 GZ1304* NAVD 88     -       301.141  (meters)     987.99   (feet)  ADJUSTED  
 GZ1304  ___________________________________________________________________
 GZ1304  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GZ1304  DYNAMIC HT  -         300.906 (meters)     987.22  (feet)  COMP
 GZ1304  MODELED GRAV-     979,840.7   (mgal)                       NAVD 88
 GZ1304
 GZ1304  VERT ORDER  -  FIRST     CLASS II
 GZ1304
 GZ1304.The horizontal coordinates were scaled from a topographic map and have
 GZ1304.an estimated accuracy of +/- 6 seconds.
 GZ1304
 GZ1304.The orthometric height was determined by differential leveling
 GZ1304.and adjusted by the National Geodetic Survey in June 1991..
 GZ1304
 GZ1304.The geoid height was determined by GEOID03.
 GZ1304
 GZ1304.The dynamic height is computed by dividing the NAVD 88
 GZ1304.geopotential number by the normal gravity value computed on the
 GZ1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1304.degrees latitude (g = 980.6199 gals.).
 GZ1304
 GZ1304.The modeled gravity was interpolated from observed gravity values.
 GZ1304
 GZ1304;                    North         East    Units  Estimated Accuracy
 GZ1304;SPC KY1Z     - 1,142,270.    1,584,260.      MT  (+/- 180 meters Scaled)
 GZ1304
 GZ1304                          SUPERSEDED SURVEY CONTROL
 GZ1304
 GZ1304  NGVD 29 (??/??/92)  301.284  (m)          988.46   (f) ADJ UNCH    1 2
 GZ1304
 GZ1304.Superseded values are not recommended for survey control.
 GZ1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1304.See file dsdata.txt to determine how the superseded data were derived.
 GZ1304
 GZ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG945649(NAD 83)
 GZ1304_MARKER: DB = BENCH MARK DISK
 GZ1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1304_SP_SET: CONCRETE POST
 GZ1304_STAMPING: F 153 1950 988.463
 GZ1304_MARK LOGO: CGS   
 GZ1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1304+STABILITY: SURFACE MOTION
 GZ1304
 GZ1304  HISTORY     - Date     Condition        Report By
 GZ1304  HISTORY     - 1950     MONUMENTED       CGS
 GZ1304  HISTORY     - 1958     GOOD             NGS
 GZ1304  HISTORY     - 1981     GOOD             KYDT
 GZ1304  HISTORY     - 1985     GOOD             NGS
 GZ1304
 GZ1304                          STATION DESCRIPTION
 GZ1304
 GZ1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1304'2.6 MI S FROM DANVILLE.
 GZ1304'ABOUT 2.6 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1304'STATION AT DANVILLE, ABOUT 1.8 MILES NORTH OF THE CROSSING OF
 GZ1304'THE LOUISVILLE AND NASHVILLE RAILROAD AT JUNCTION CITY, AT A
 GZ1304'PRIVATE ROAD CROSSING, 260 FEET SOUTH AND ACROSS THE TRACKS FROM
 GZ1304'MILE POST 119, 83 FEET EAST-NORTHEAST AND ACROSS PRIVATE ROAD
 GZ1304'FROM SEMAPHORE SIGNAL NO. 119.2, 46 FEET EAST OF THE EAST RAIL
 GZ1304'OF THE EAST TRACK, 41 FEET NORTH OF THE CENTER LINE OF THE
 GZ1304'PRIVATE ROAD, 21 FEET NORTH OF TELEPHONE POLE NO. K, 1 1/2 FEET
 GZ1304'WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN
 GZ1304'WITNESS POST, ABOUT 3 FEET ABOVE THE TRACK AND SET IN THE TOP OF
 GZ1304'A CONCRETE POST PROJECTING 4 INCHES.
 GZ1304
 GZ1304                          STATION RECOVERY (1958)
 GZ1304
 GZ1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1304'RECOVERED IN GOOD CONDITION.
 GZ1304
 GZ1304                          STATION RECOVERY (1981)
 GZ1304
 GZ1304'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1304'RECOVERED IN GOOD CONDITION.
 GZ1304
 GZ1304                          STATION RECOVERY (1985)
 GZ1304
 GZ1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1304'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1950, NOT LEVELED TO IN
 GZ1304'1985.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1234 ***********************************************************************
 GZ1234  DESIGNATION -  F 154
 GZ1234  PID         -  GZ1234
 GZ1234  STATE/COUNTY-  KY/JESSAMINE
 GZ1234  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1234
 GZ1234                         *CURRENT SURVEY CONTROL
 GZ1234  ___________________________________________________________________
 GZ1234* NAD 83(1986)-  37 53 57.     (N)    084 34 16.     (W)     SCALED    
 GZ1234* NAVD 88     -       298.394  (meters)     978.98   (feet)  ADJUSTED  
 GZ1234  ___________________________________________________________________
 GZ1234  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GZ1234  DYNAMIC HT  -         298.169 (meters)     978.24  (feet)  COMP
 GZ1234  MODELED GRAV-     979,867.5   (mgal)                       NAVD 88
 GZ1234
 GZ1234  VERT ORDER  -  FIRST     CLASS II
 GZ1234
 GZ1234.The horizontal coordinates were scaled from a topographic map and have
 GZ1234.an estimated accuracy of +/- 6 seconds.
 GZ1234
 GZ1234.The orthometric height was determined by differential leveling
 GZ1234.and adjusted by the National Geodetic Survey in June 1991..
 GZ1234
 GZ1234.The geoid height was determined by GEOID03.
 GZ1234
 GZ1234.The dynamic height is computed by dividing the NAVD 88
 GZ1234.geopotential number by the normal gravity value computed on the
 GZ1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1234.degrees latitude (g = 980.6199 gals.).
 GZ1234
 GZ1234.The modeled gravity was interpolated from observed gravity values.
 GZ1234
 GZ1234;                    North         East    Units  Estimated Accuracy
 GZ1234;SPC KY1Z     - 1,174,440.    1,603,670.      MT  (+/- 180 meters Scaled)
 GZ1234
 GZ1234                          SUPERSEDED SURVEY CONTROL
 GZ1234
 GZ1234  NGVD 29 (??/??/92)  298.534  (m)          979.44   (f) ADJ UNCH    1 2
 GZ1234
 GZ1234.Superseded values are not recommended for survey control.
 GZ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1234.See file dsdata.txt to determine how the superseded data were derived.
 GZ1234
 GZ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG135974(NAD 83)
 GZ1234_MARKER: DB = BENCH MARK DISK
 GZ1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1234_STAMPING: F 154 1950 979.440
 GZ1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1234+STABILITY: SURFACE MOTION
 GZ1234
 GZ1234  HISTORY     - Date     Condition        Report By
 GZ1234  HISTORY     - 1950     MONUMENTED       CGS
 GZ1234  HISTORY     - 1958     GOOD             NGS
 GZ1234  HISTORY     - 1981     GOOD             KYDT
 GZ1234  HISTORY     - 1984     MARK NOT FOUND   NGS
 GZ1234
 GZ1234                          STATION DESCRIPTION
 GZ1234
 GZ1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1234'1.1 MI N FROM NICHOLASVILLE.
 GZ1234'ABOUT 1.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ1234'AT NICHOLASVILLE, NEAR THE NORTH END OF A LOW BENCH CUT ON EAST
 GZ1234'SIDE OF TRACK, ABOUT 0.1 MILE NORTHEAST OF MILE POST 92, 137 FEET
 GZ1234'NORTH-NORTHEAST OF A FENCE CORNER, 52 FEET EAST OF THE EAST RAIL
 GZ1234'OF THE EAST TRACK, 13 1/2 FEET EAST OF A TELEPHONE POLE, 2 FEET
 GZ1234'WEST OF A FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 GZ1234'POST, ABOUT 1 1/2 FEET ABOVE THE TRACKS AND SET IN THE TOP OF A
 GZ1234'CONCRETE POST PROJECTING 2 INCHES.
 GZ1234
 GZ1234                          STATION RECOVERY (1958)
 GZ1234
 GZ1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1234'RECOVERED IN GOOD CONDITION.
 GZ1234
 GZ1234                          STATION RECOVERY (1981)
 GZ1234
 GZ1234'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1234'RECOVERED IN GOOD CONDITION.
 GZ1234
 GZ1234                          STATION RECOVERY (1984)
 GZ1234
 GZ1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ1234'NOT RECOVERED.  THE MARK WAS NOT SEARCHED FOR DUE TO NEW LINE
 GZ1234'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0844 ***********************************************************************
 GZ0844  DESIGNATION -  F 155
 GZ0844  PID         -  GZ0844
 GZ0844  STATE/COUNTY-  KY/LINCOLN
 GZ0844  USGS QUAD   -  HALLS GAP (1987)
 GZ0844
 GZ0844                         *CURRENT SURVEY CONTROL
 GZ0844  ___________________________________________________________________
 GZ0844* NAD 83(1986)-  37 27 10.     (N)    084 39 06.     (W)     SCALED    
 GZ0844* NAVD 88     -       412.471  (meters)    1353.25   (feet)  ADJUSTED  
 GZ0844  ___________________________________________________________________
 GZ0844  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GZ0844  DYNAMIC HT  -         412.142 (meters)    1352.17  (feet)  COMP
 GZ0844  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 GZ0844
 GZ0844  VERT ORDER  -  SECOND    CLASS 0
 GZ0844
 GZ0844.The horizontal coordinates were scaled from a topographic map and have
 GZ0844.an estimated accuracy of +/- 6 seconds.
 GZ0844
 GZ0844.The orthometric height was determined by differential leveling
 GZ0844.and adjusted by the National Geodetic Survey in June 1991..
 GZ0844
 GZ0844.The geoid height was determined by GEOID03.
 GZ0844
 GZ0844.The dynamic height is computed by dividing the NAVD 88
 GZ0844.geopotential number by the normal gravity value computed on the
 GZ0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0844.degrees latitude (g = 980.6199 gals.).
 GZ0844
 GZ0844.The modeled gravity was interpolated from observed gravity values.
 GZ0844
 GZ0844;                    North         East    Units  Estimated Accuracy
 GZ0844;SPC KY1Z     - 1,124,810.    1,597,170.      MT  (+/- 180 meters Scaled)
 GZ0844
 GZ0844                          SUPERSEDED SURVEY CONTROL
 GZ0844
 GZ0844  NGVD 29 (??/??/92)  412.601  (m)         1353.68   (f) ADJ UNCH    2 0
 GZ0844
 GZ0844.Superseded values are not recommended for survey control.
 GZ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0844.See file dsdata.txt to determine how the superseded data were derived.
 GZ0844
 GZ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG077476(NAD 83)
 GZ0844_MARKER: DB = BENCH MARK DISK
 GZ0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0844_STAMPING: F 155 1950 1353.675
 GZ0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0844+STABILITY: SURFACE MOTION
 GZ0844
 GZ0844  HISTORY     - Date     Condition        Report By
 GZ0844  HISTORY     - 1950     MONUMENTED       CGS
 GZ0844  HISTORY     - 1958     GOOD             NGS
 GZ0844  HISTORY     - 1981     GOOD             KYDT
 GZ0844
 GZ0844                          STATION DESCRIPTION
 GZ0844
 GZ0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0844'1.7 MI SW FROM HALLS GAP.
 GZ0844'ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE FAIRVIEW
 GZ0844'BAPTIST CHURCH AT HALLS GAP, THENCE ABOUT 1.1 MILES WEST AND
 GZ0844'SOUTHWEST ALONG A GRAVEL ROAD, NEAR THE TOP OF A LONG STEEP
 GZ0844'HILL DESCENDING SOUTH, AT THE RESIDENCE OF B.W. STILL, 64 FEET
 GZ0844'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 39 FEET SOUTHEAST
 GZ0844'OF A POWER POLE, 50 FEET WEST OF THE CENTER LINE OF THE ROAD,
 GZ0844'11 FEET NORTH OF THE NORTH ONE OF THREE MAPLE TREES, 4 FEET
 GZ0844'EAST OF A LAWN FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 GZ0844'POST, ABOUT 4 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 GZ0844'POST PROJECTING 4 INCHES.
 GZ0844
 GZ0844                          STATION RECOVERY (1958)
 GZ0844
 GZ0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0844'RECOVERED IN GOOD CONDITION.
 GZ0844
 GZ0844                          STATION RECOVERY (1981)
 GZ0844
 GZ0844'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2857 ***********************************************************************
 GY2857  DESIGNATION -  F 157
 GY2857  PID         -  GY2857
 GY2857  STATE/COUNTY-  KY/LEE
 GY2857  USGS QUAD   -  BEATTYVILLE (1983)
 GY2857
 GY2857                         *CURRENT SURVEY CONTROL
 GY2857  ___________________________________________________________________
 GY2857* NAD 83(1986)-  37 36 15.     (N)    083 41 12.     (W)     SCALED    
 GY2857* NAVD 88     -       321.333  (meters)    1054.24   (feet)  ADJUSTED  
 GY2857  ___________________________________________________________________
 GY2857  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GY2857  DYNAMIC HT  -         321.089 (meters)    1053.44  (feet)  COMP
 GY2857  MODELED GRAV-     979,861.3   (mgal)                       NAVD 88
 GY2857
 GY2857  VERT ORDER  -  FIRST     CLASS II
 GY2857
 GY2857.The horizontal coordinates were scaled from a topographic map and have
 GY2857.an estimated accuracy of +/- 6 seconds.
 GY2857
 GY2857.The orthometric height was determined by differential leveling
 GY2857.and adjusted by the National Geodetic Survey in June 1991..
 GY2857
 GY2857.The geoid height was determined by GEOID03.
 GY2857
 GY2857.The dynamic height is computed by dividing the NAVD 88
 GY2857.geopotential number by the normal gravity value computed on the
 GY2857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2857.degrees latitude (g = 980.6199 gals.).
 GY2857
 GY2857.The modeled gravity was interpolated from observed gravity values.
 GY2857
 GY2857;                    North         East    Units  Estimated Accuracy
 GY2857;SPC KY1Z     - 1,143,050.    1,682,170.      MT  (+/- 180 meters Scaled)
 GY2857
 GY2857                          SUPERSEDED SURVEY CONTROL
 GY2857
 GY2857  NGVD 29 (??/??/92)  321.495  (m)         1054.77   (f) ADJ UNCH    1 2
 GY2857
 GY2857.Superseded values are not recommended for survey control.
 GY2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2857.See file dsdata.txt to determine how the superseded data were derived.
 GY2857
 GY2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB628652(NAD 83)
 GY2857_MARKER: DB = BENCH MARK DISK
 GY2857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2857_STAMPING: F 157 1950 1054.772
 GY2857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2857+STABILITY: SURFACE MOTION
 GY2857
 GY2857  HISTORY     - Date     Condition        Report By
 GY2857  HISTORY     - 1950     MONUMENTED       CGS
 GY2857  HISTORY     - 1958     GOOD             NGS
 GY2857
 GY2857                          STATION DESCRIPTION
 GY2857
 GY2857'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2857'2.7 MI N FROM BEATTYVILLE.
 GY2857'ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE LOUISVILLE
 GY2857'AND NASHVILLE RAILROAD STATION AT BEATTYVILLE, ABOUT 0.45 MILE
 GY2857'NORTH OF THE JUNCTION OF A ROAD LEADING EAST, ABOUT 0.45 MILE SOUTH
 GY2857'OF A CONCRETE BLOCK CHURCH BUILDING, ABOUT 0.7 MILE SOUTH OF A
 GY2857'SCHOOL, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 GY2857'WEST OF A FENCE LINE, 47 FEET SOUTH OF THE CENTER LINE OF A DRIVE
 GY2857'LEADING NORTHEAST TO JOE MC KINNEY FARM HOUSE, 2 FEET SOUTH OF A
 GY2857'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE HIGHWAY AND
 GY2857'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GY2857
 GY2857                          STATION RECOVERY (1958)
 GY2857
 GY2857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2824 ***********************************************************************
 GY2824  DESIGNATION -  F 158
 GY2824  PID         -  GY2824
 GY2824  STATE/COUNTY-  KY/POWELL
 GY2824  USGS QUAD   -  STANTON (1966)
 GY2824
 GY2824                         *CURRENT SURVEY CONTROL
 GY2824  ___________________________________________________________________
 GY2824* NAD 83(1986)-  37 49 27.     (N)    083 45 00.     (W)     SCALED    
 GY2824* NAVD 88     -       206.318  (meters)     676.89   (feet)  ADJUSTED  
 GY2824  ___________________________________________________________________
 GY2824  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GY2824  DYNAMIC HT  -         206.167 (meters)     676.40  (feet)  COMP
 GY2824  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 GY2824
 GY2824  VERT ORDER  -  FIRST     CLASS II
 GY2824
 GY2824.The horizontal coordinates were scaled from a topographic map and have
 GY2824.an estimated accuracy of +/- 6 seconds.
 GY2824
 GY2824.The orthometric height was determined by differential leveling
 GY2824.and adjusted by the National Geodetic Survey in June 1991..
 GY2824
 GY2824.The geoid height was determined by GEOID03.
 GY2824
 GY2824.The dynamic height is computed by dividing the NAVD 88
 GY2824.geopotential number by the normal gravity value computed on the
 GY2824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2824.degrees latitude (g = 980.6199 gals.).
 GY2824
 GY2824.The modeled gravity was interpolated from observed gravity values.
 GY2824
 GY2824;                    North         East    Units  Estimated Accuracy
 GY2824;SPC KY1Z     - 1,167,340.    1,676,050.      MT  (+/- 180 meters Scaled)
 GY2824
 GY2824                          SUPERSEDED SURVEY CONTROL
 GY2824
 GY2824  NGVD 29 (??/??/92)  206.478  (m)          677.42   (f) ADJ UNCH    1 2
 GY2824
 GY2824.Superseded values are not recommended for survey control.
 GY2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2824.See file dsdata.txt to determine how the superseded data were derived.
 GY2824
 GY2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB579898(NAD 83)
 GY2824_MARKER: DB = BENCH MARK DISK
 GY2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2824_STAMPING: F 158 1950 677.420
 GY2824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2824+STABILITY: SURFACE MOTION
 GY2824
 GY2824  HISTORY     - Date     Condition        Report By
 GY2824  HISTORY     - 1950     MONUMENTED       CGS
 GY2824  HISTORY     - 1958     GOOD             NGS
 GY2824
 GY2824                          STATION DESCRIPTION
 GY2824
 GY2824'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2824'2 MI SE FROM BOWEN.
 GY2824'ABOUT 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE POST
 GY2824'OFFICE AT BOWEN, ABOUT 3.65 MILES NORTHWEST OF THE JUNCTION OF
 GY2824'STATE HIGHWAYS 15 AND 77 AT SLADE, ABOUT 0.25 MILE SOUTHWEST OF
 GY2824'A CONCRETE BRIDGE, ABOUT 0.15 MILE NORTHEAST OF A SMALL CONCRETE
 GY2824'BRIDGE, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GY2824'20 FEET EAST OF THE NORTHEAST END OF THE SOUTHEAST STONE MASONRY
 GY2824'HEAD WALL OF A 24-INCH PIPE CULVERT, 49 FEET WEST OF THE CENTER
 GY2824'OF A WELL, 83 YARDS NORTH OF THE JUNCTION OF THE HIGHWAY AND A
 GY2824'DRIVE SOUTHEAST TO A FARM HOUSE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 GY2824'WITNESS POST, ABOUT 3 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 GY2824'OF A CONCRETE POST PROJECTING 4 INCHES.
 GY2824
 GY2824                          STATION RECOVERY (1958)
 GY2824
 GY2824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0016 ***********************************************************************
 GZ0016  DESIGNATION -  F 159
 GZ0016  PID         -  GZ0016
 GZ0016  STATE/COUNTY-  KY/CLARK
 GZ0016  USGS QUAD   -  HEDGES (1976)
 GZ0016
 GZ0016                         *CURRENT SURVEY CONTROL
 GZ0016  ___________________________________________________________________
 GZ0016* NAD 83(1986)-  37 56 23.     (N)    084 02 02.     (W)     SCALED    
 GZ0016* NAVD 88     -       228.501  (meters)     749.67   (feet)  ADJUSTED  
 GZ0016  ___________________________________________________________________
 GZ0016  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 GZ0016  DYNAMIC HT  -         228.332 (meters)     749.12  (feet)  COMP
 GZ0016  MODELED GRAV-     979,884.7   (mgal)                       NAVD 88
 GZ0016
 GZ0016  VERT ORDER  -  FIRST     CLASS II
 GZ0016
 GZ0016.The horizontal coordinates were scaled from a topographic map and have
 GZ0016.an estimated accuracy of +/- 6 seconds.
 GZ0016
 GZ0016.The orthometric height was determined by differential leveling
 GZ0016.and adjusted by the National Geodetic Survey in June 1991..
 GZ0016
 GZ0016.The geoid height was determined by GEOID03.
 GZ0016
 GZ0016.The dynamic height is computed by dividing the NAVD 88
 GZ0016.geopotential number by the normal gravity value computed on the
 GZ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0016.degrees latitude (g = 980.6199 gals.).
 GZ0016
 GZ0016.The modeled gravity was interpolated from observed gravity values.
 GZ0016
 GZ0016;                    North         East    Units  Estimated Accuracy
 GZ0016;SPC KY1Z     - 1,179,670.    1,650,830.      MT  (+/- 180 meters Scaled)
 GZ0016
 GZ0016                          SUPERSEDED SURVEY CONTROL
 GZ0016
 GZ0016  NGVD 29 (??/??/92)  228.650  (m)          750.16   (f) ADJ UNCH    1 2
 GZ0016
 GZ0016.Superseded values are not recommended for survey control.
 GZ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0016.See file dsdata.txt to determine how the superseded data were derived.
 GZ0016
 GZ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH606032(NAD 83)
 GZ0016_MARKER: DB = BENCH MARK DISK
 GZ0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0016_STAMPING: F 159 1950 750.163
 GZ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0016+STABILITY: SURFACE MOTION
 GZ0016
 GZ0016  HISTORY     - Date     Condition        Report By
 GZ0016  HISTORY     - 1950     MONUMENTED       CGS
 GZ0016  HISTORY     - 1958     GOOD             NGS
 GZ0016
 GZ0016                          STATION DESCRIPTION
 GZ0016
 GZ0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0016'3 MI SE FROM PILOT VIEW.
 GZ0016'ABOUT 3.05 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE
 GZ0016'CONSOLIDATED SCHOOL AT PILOT VIEW, ABOUT 0.1 MILE NORTHWEST
 GZ0016'OF THE NORTHWEST END OF A CONCRETE BRIDGE OVER HOWARD CREEK, AT
 GZ0016'A DRIVE TO M.C. REDWINE FARM, 32 FEET NORTHEAST OF THE CENTER
 GZ0016'LINE OF THE HIGHWAY, 41 FEET NORTHWEST OF TELEPHONE POLE NO. 428
 GZ0016'FROM WHICH TELEPHONE LINE CROSSES HIGHWAY, 3 FEET WEST OF THE
 GZ0016'WEST CORNER OF THE NORTHWEST STONE MASONRY POST AT ENTRANCE TO
 GZ0016'REDWINE FARM, 3 FEET NORTHEAST OF A FENCE CORNER, ABOUT 1 FOOT
 GZ0016'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ0016'3 INCHES.
 GZ0016
 GZ0016                          STATION RECOVERY (1958)
 GZ0016
 GZ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0885 ***********************************************************************
 GY0885  DESIGNATION -  F 16
 GY0885  PID         -  GY0885
 GY0885  STATE/COUNTY-  KY/LETCHER
 GY0885  USGS QUAD   -  WHITESBURG (1978)
 GY0885
 GY0885                         *CURRENT SURVEY CONTROL
 GY0885  ___________________________________________________________________
 GY0885* NAD 83(1986)-  37 07 13.     (N)    082 47 35.     (W)     SCALED    
 GY0885* NAVD 88     -       356.997  (meters)    1171.25   (feet)  ADJUSTED  
 GY0885  ___________________________________________________________________
 GY0885  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GY0885  DYNAMIC HT  -         356.698 (meters)    1170.27  (feet)  COMP
 GY0885  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GY0885
 GY0885  VERT ORDER  -  FIRST     CLASS II
 GY0885
 GY0885.The horizontal coordinates were scaled from a topographic map and have
 GY0885.an estimated accuracy of +/- 6 seconds.
 GY0885
 GY0885.The orthometric height was determined by differential leveling
 GY0885.and adjusted by the National Geodetic Survey in June 1991..
 GY0885
 GY0885.The geoid height was determined by GEOID03.
 GY0885
 GY0885.The dynamic height is computed by dividing the NAVD 88
 GY0885.geopotential number by the normal gravity value computed on the
 GY0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0885.degrees latitude (g = 980.6199 gals.).
 GY0885
 GY0885.The modeled gravity was interpolated from observed gravity values.
 GY0885
 GY0885;                    North         East    Units  Estimated Accuracy
 GY0885;SPC KY1Z     - 1,091,500.    1,762,740.      MT  (+/- 180 meters Scaled)
 GY0885
 GY0885                          SUPERSEDED SURVEY CONTROL
 GY0885
 GY0885  NGVD 29 (??/??/92)  357.156  (m)         1171.77   (f) ADJ UNCH    1 2
 GY0885
 GY0885.Superseded values are not recommended for survey control.
 GY0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0885.See file dsdata.txt to determine how the superseded data were derived.
 GY0885
 GY0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB407097(NAD 83)
 GY0885_MARKER: DB = BENCH MARK DISK
 GY0885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0885_SP_SET: PIER
 GY0885_STAMPING: F 16 1930 1171.769
 GY0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0885
 GY0885  HISTORY     - Date     Condition        Report By
 GY0885  HISTORY     - 1930     MONUMENTED       CGS
 GY0885  HISTORY     - 1956     GOOD             NGS
 GY0885  HISTORY     - 1967     MARK NOT FOUND   NGS
 GY0885
 GY0885                          STATION DESCRIPTION
 GY0885
 GY0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0885'2.5 MI E FROM WHITESBURG.
 GY0885'2.5 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GY0885'WHITESBURG, LETCHER COUNTY, AT THE HIGHWAY BRIDGE OVER NORTH
 GY0885'FORK KENTUCKY RIVER, AND IN THE TOP OF THE WEST END OF THE CENTRAL
 GY0885'PIER.  NOTE-- DISK WAS COVERED WITH MOSS, AND ABOUT 6 FEET BELOW
 GY0885'THE LEVEL OF BRIDGE FLOOR.
 GY0885
 GY0885                          STATION RECOVERY (1967)
 GY0885
 GY0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GY0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0649 ***********************************************************************
 HZ0649  DESIGNATION -  F 160
 HZ0649  PID         -  HZ0649
 HZ0649  STATE/COUNTY-  KY/BOONE
 HZ0649  USGS QUAD   -  RISING SUN (1994)
 HZ0649
 HZ0649                         *CURRENT SURVEY CONTROL
 HZ0649  ___________________________________________________________________
 HZ0649* NAD 83(1986)-  38 58 42.     (N)    084 49 37.     (W)     SCALED    
 HZ0649* NAVD 88     -       153.549  (meters)     503.77   (feet)  ADJUSTED  
 HZ0649  ___________________________________________________________________
 HZ0649  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 HZ0649  DYNAMIC HT  -         153.452 (meters)     503.45  (feet)  COMP
 HZ0649  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 HZ0649
 HZ0649  VERT ORDER  -  FIRST     CLASS II
 HZ0649
 HZ0649.The horizontal coordinates were scaled from a topographic map and have
 HZ0649.an estimated accuracy of +/- 6 seconds.
 HZ0649
 HZ0649.The orthometric height was determined by differential leveling
 HZ0649.and adjusted by the National Geodetic Survey in June 1991..
 HZ0649
 HZ0649.The geoid height was determined by GEOID03.
 HZ0649
 HZ0649.The dynamic height is computed by dividing the NAVD 88
 HZ0649.geopotential number by the normal gravity value computed on the
 HZ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0649.degrees latitude (g = 980.6199 gals.).
 HZ0649
 HZ0649.The modeled gravity was interpolated from observed gravity values.
 HZ0649
 HZ0649;                    North         East    Units  Estimated Accuracy
 HZ0649;SPC KY1Z     - 1,293,960.    1,579,990.      MT  (+/- 180 meters Scaled)
 HZ0649
 HZ0649                          SUPERSEDED SURVEY CONTROL
 HZ0649
 HZ0649  NGVD 29 (??/??/92)  153.758  (m)          504.45   (f) ADJ UNCH    1 2
 HZ0649
 HZ0649.Superseded values are not recommended for survey control.
 HZ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0649.See file dsdata.txt to determine how the superseded data were derived.
 HZ0649
 HZ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ882166(NAD 83)
 HZ0649_MARKER: DD = SURVEY DISK
 HZ0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0649_SP_SET: SIDE WALK
 HZ0649_STAMPING: F 160 1950
 HZ0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0649
 HZ0649  HISTORY     - Date     Condition        Report By
 HZ0649  HISTORY     - 1950     MONUMENTED       DOD
 HZ0649  HISTORY     - 1950     GOOD             NGS
 HZ0649  HISTORY     - 1964     GOOD             NGS
 HZ0649
 HZ0649                          STATION DESCRIPTION
 HZ0649
 HZ0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ0649'0.6 MI SW FROM BELLEVIEW.
 HZ0649'0.45 MILE SOUTH ALONG STATE HIGHWAY 18 FROM THE SCHOOL AT BELLEVIEW,
 HZ0649'THENCE ABOUT 0.15 MILE WEST ALONG A ROAD TO U.S. ENGINEERS LOCK
 HZ0649'38 ON THE OHIO RIVER, AT THE POWER HOUSE, ABOUT IN LINE WITH THE
 HZ0649'DAM ACROSS RIVER, 17.2 FEET WEST OF THE SOUTHWEST CORNER OF THE
 HZ0649'POWER HOUSE, IN LINE WITTH THE SOUTH WALL OF THE POWER HOUSE AND SET
 HZ0649'IN THE TOP AND CENTER OF A CONCRETE SIDE WALK ON TOP OF HIGH
 HZ0649'RIVER BANK.  NOTE-- IT APPEARS THAT THE MARK MAY BE SET IN A
 HZ0649'CONCRETE POST FLUSH WITH THE SIDE WALK AND NOT IN THE WALK
 HZ0649'ITSELF.
 HZ0649
 HZ0649                          STATION RECOVERY (1964)
 HZ0649
 HZ0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1116 ***********************************************************************
 HZ1116  DESIGNATION -  F 161
 HZ1116  PID         -  HZ1116
 HZ1116  STATE/COUNTY-  KY/HENRY
 HZ1116  USGS QUAD   -  SMITHFIELD (1993)
 HZ1116
 HZ1116                         *CURRENT SURVEY CONTROL
 HZ1116  ___________________________________________________________________
 HZ1116* NAD 83(1986)-  38 26 30.     (N)    085 19 26.     (W)     SCALED    
 HZ1116* NAVD 88     -       231.794  (meters)     760.48   (feet)  ADJUSTED  
 HZ1116  ___________________________________________________________________
 HZ1116  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ1116  DYNAMIC HT  -         231.637 (meters)     759.96  (feet)  COMP
 HZ1116  MODELED GRAV-     979,947.5   (mgal)                       NAVD 88
 HZ1116
 HZ1116  VERT ORDER  -  SECOND    CLASS 0
 HZ1116
 HZ1116.The horizontal coordinates were scaled from a topographic map and have
 HZ1116.an estimated accuracy of +/- 6 seconds.
 HZ1116
 HZ1116.The orthometric height was determined by differential leveling
 HZ1116.and adjusted by the National Geodetic Survey in June 1991..
 HZ1116
 HZ1116.The geoid height was determined by GEOID03.
 HZ1116
 HZ1116.The dynamic height is computed by dividing the NAVD 88
 HZ1116.geopotential number by the normal gravity value computed on the
 HZ1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1116.degrees latitude (g = 980.6199 gals.).
 HZ1116
 HZ1116.The modeled gravity was interpolated from observed gravity values.
 HZ1116
 HZ1116;                    North         East    Units  Estimated Accuracy
 HZ1116;SPC KY1Z     - 1,234,080.    1,537,200.      MT  (+/- 180 meters Scaled)
 HZ1116
 HZ1116                          SUPERSEDED SURVEY CONTROL
 HZ1116
 HZ1116  NGVD 29 (??/??/92)  231.959  (m)          761.02   (f) ADJ UNCH    2 0
 HZ1116
 HZ1116.Superseded values are not recommended for survey control.
 HZ1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1116.See file dsdata.txt to determine how the superseded data were derived.
 HZ1116
 HZ1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH462561(NAD 83)
 HZ1116_MARKER: DB = BENCH MARK DISK
 HZ1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1116_STAMPING: F 161 1950
 HZ1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1116+STABILITY: SURFACE MOTION
 HZ1116
 HZ1116  HISTORY     - Date     Condition        Report By
 HZ1116  HISTORY     - 1950     MONUMENTED       CGS
 HZ1116  HISTORY     - 1963     GOOD             NGS
 HZ1116
 HZ1116                          STATION DESCRIPTION
 HZ1116
 HZ1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HZ1116'1.7 MI SW FROM PENDLETON.
 HZ1116'ABOUT 1.7 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1116'RAILROAD FROM THE STATION AT PENDLETON, ABOUT 0.3 MILE SOUTH OF
 HZ1116'THE CROSSING OF STATE HIGHWAY 146, ABOUT 0.2 MILE NORTH OF A
 HZ1116'LARGE CULVERT OVER A CREEK, 47 FEET WEST OF THE EAST RAIL, AT
 HZ1116'THE SOUTH END OF A CUT AND AT THE NORTH END OF A FILL, 38 FEET
 HZ1116'SOUTHEAST OF TELEPHONE POLE NO. E 24, 1 FOOT WEST OF A FENCE
 HZ1116'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET
 HZ1116'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ1116'2 INCHES.
 HZ1116
 HZ1116                          STATION RECOVERY (1963)
 HZ1116
 HZ1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0223 ***********************************************************************
 GZ0223  DESIGNATION -  F 162
 GZ0223  PID         -  GZ0223
 GZ0223  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0223  USGS QUAD   -  WILDIE (1970)
 GZ0223
 GZ0223                         *CURRENT SURVEY CONTROL
 GZ0223  ___________________________________________________________________
 GZ0223* NAD 83(1986)-  37 24 12.     (N)    084 17 45.     (W)     SCALED    
 GZ0223* NAVD 88     -       283.693  (meters)     930.75   (feet)  ADJUSTED  
 GZ0223  ___________________________________________________________________
 GZ0223  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GZ0223  DYNAMIC HT  -         283.480 (meters)     930.05  (feet)  COMP
 GZ0223  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 GZ0223
 GZ0223  VERT ORDER  -  SECOND    CLASS 0
 GZ0223
 GZ0223.The horizontal coordinates were scaled from a topographic map and have
 GZ0223.an estimated accuracy of +/- 6 seconds.
 GZ0223
 GZ0223.The orthometric height was determined by differential leveling
 GZ0223.and adjusted by the National Geodetic Survey in June 1991..
 GZ0223
 GZ0223.The geoid height was determined by GEOID03.
 GZ0223
 GZ0223.The dynamic height is computed by dividing the NAVD 88
 GZ0223.geopotential number by the normal gravity value computed on the
 GZ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0223.degrees latitude (g = 980.6199 gals.).
 GZ0223
 GZ0223.The modeled gravity was interpolated from observed gravity values.
 GZ0223
 GZ0223;                    North         East    Units  Estimated Accuracy
 GZ0223;SPC KY1Z     - 1,119,760.    1,628,740.      MT  (+/- 180 meters Scaled)
 GZ0223
 GZ0223                          SUPERSEDED SURVEY CONTROL
 GZ0223
 GZ0223  NGVD 29 (??/??/92)  283.857  (m)          931.29   (f) ADJ UNCH    2 0
 GZ0223
 GZ0223.Superseded values are not recommended for survey control.
 GZ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0223.See file dsdata.txt to determine how the superseded data were derived.
 GZ0223
 GZ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG393430(NAD 83)
 GZ0223_MARKER: DB = BENCH MARK DISK
 GZ0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0223_SP_SET: TUNNEL
 GZ0223_STAMPING: F 162 1950 931.287
 GZ0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0223
 GZ0223  HISTORY     - Date     Condition        Report By
 GZ0223  HISTORY     - 1950     MONUMENTED       CGS
 GZ0223  HISTORY     - 1958     GOOD             NGS
 GZ0223
 GZ0223                          STATION DESCRIPTION
 GZ0223
 GZ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0223'1.6 MI S FROM WILDIE.
 GZ0223'ABOUT 1.65 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE
 GZ0223'RAILROAD FROM THE STATION PLATFORM AT WILDIE, SET VERTICALLY
 GZ0223'ABOUT 2 FEET ABOVE BOTTOM OF DITCH IN THE NORTHWEST FACE OF
 GZ0223'PORTAL ENTRANCE AT THE NORTHWEST END OF FIRST TUNNEL SOUTH
 GZ0223'OF WILDIE, 8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 GZ0223'SOUTHWEST TRACK AND ABOUT 1 FOOT ABOVE TRACK.
 GZ0223
 GZ0223                          STATION RECOVERY (1958)
 GZ0223
 GZ0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0196 ***********************************************************************
 GZ0196  DESIGNATION -  F 163
 GZ0196  PID         -  GZ0196
 GZ0196  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0196  USGS QUAD   -  JOHNETTA (1987)
 GZ0196
 GZ0196                         *CURRENT SURVEY CONTROL
 GZ0196  ___________________________________________________________________
 GZ0196* NAD 83(1986)-  37 27 49.     (N)    084 13 49.     (W)     SCALED    
 GZ0196* NAVD 88     -       387.372  (meters)    1270.90   (feet)  ADJUSTED  
 GZ0196  ___________________________________________________________________
 GZ0196  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GZ0196  DYNAMIC HT  -         387.076 (meters)    1269.93  (feet)  COMP
 GZ0196  MODELED GRAV-     979,854.3   (mgal)                       NAVD 88
 GZ0196
 GZ0196  VERT ORDER  -  SECOND    CLASS 0
 GZ0196
 GZ0196.The horizontal coordinates were scaled from a topographic map and have
 GZ0196.an estimated accuracy of +/- 6 seconds.
 GZ0196
 GZ0196.The orthometric height was determined by differential leveling
 GZ0196.and adjusted by the National Geodetic Survey in June 1991..
 GZ0196
 GZ0196.The geoid height was determined by GEOID03.
 GZ0196
 GZ0196.The dynamic height is computed by dividing the NAVD 88
 GZ0196.geopotential number by the normal gravity value computed on the
 GZ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0196.degrees latitude (g = 980.6199 gals.).
 GZ0196
 GZ0196.The modeled gravity was interpolated from observed gravity values.
 GZ0196
 GZ0196;                    North         East    Units  Estimated Accuracy
 GZ0196;SPC KY1Z     - 1,126,540.    1,634,430.      MT  (+/- 180 meters Scaled)
 GZ0196
 GZ0196                          SUPERSEDED SURVEY CONTROL
 GZ0196
 GZ0196  NGVD 29 (??/??/92)  387.524  (m)         1271.40   (f) ADJ UNCH    2 0
 GZ0196
 GZ0196.Superseded values are not recommended for survey control.
 GZ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0196.See file dsdata.txt to determine how the superseded data were derived.
 GZ0196
 GZ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG449499(NAD 83)
 GZ0196_MARKER: DB = BENCH MARK DISK
 GZ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0196_STAMPING: F 163 1950 1271.402
 GZ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0196+STABILITY: SURFACE MOTION
 GZ0196
 GZ0196  HISTORY     - Date     Condition        Report By
 GZ0196  HISTORY     - 1950     MONUMENTED       CGS
 GZ0196  HISTORY     - 1957     GOOD             NGS
 GZ0196
 GZ0196                          STATION DESCRIPTION
 GZ0196
 GZ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0196'0.5 MI S FROM CLIMAX.
 GZ0196'ABOUT 0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 GZ0196'AND ANGLIN STORE AT CLIMAX, AT THE JUNCTION OF A GRAVEL ROAD
 GZ0196'LEADING WEST VIA FORESYTHE STORE TO CLEAR CREEK ROAD, ABOUT 0.35
 GZ0196'MILE EAST OF FORESYTHE STORE, 16 FEET SOUTHEAST OF THE CENTER LINE
 GZ0196'OF THE NORTHEAST-SOUTHWEST ROAD, ABOUT IN LINE WITH THE EXTENDED
 GZ0196'CENTER LINE OF THE ROAD WEST, 2 1/2 FEET NORTHWEST OF A WIRE
 GZ0196'FENCE, 72 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 38
 GZ0196'FEET NORTHEAST OF A LOW FORKED 20-INCH OAK TREE IN FENCE CORNER,
 GZ0196'51 FEET SOUTH-SOUTHWEST OF A 6-INCH BLACK WALNUT TREE, 2 FEET
 GZ0196'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD
 GZ0196'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0196
 GZ0196                          STATION RECOVERY (1957)
 GZ0196
 GZ0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0355 ***********************************************************************
 GZ0355  DESIGNATION -  F 164
 GZ0355  PID         -  GZ0355
 GZ0355  STATE/COUNTY-  KY/JACKSON
 GZ0355  USGS QUAD   -  SANDGAP (1976)
 GZ0355
 GZ0355                         *CURRENT SURVEY CONTROL
 GZ0355  ___________________________________________________________________
 GZ0355* NAD 83(1986)-  37 23 08.     (N)    084 02 07.     (W)     SCALED    
 GZ0355* NAVD 88     -       291.343  (meters)     955.85   (feet)  ADJUSTED  
 GZ0355  ___________________________________________________________________
 GZ0355  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GZ0355  DYNAMIC HT  -         291.115 (meters)     955.10  (feet)  COMP
 GZ0355  MODELED GRAV-     979,840.0   (mgal)                       NAVD 88
 GZ0355
 GZ0355  VERT ORDER  -  SECOND    CLASS 0
 GZ0355
 GZ0355.The horizontal coordinates were scaled from a topographic map and have
 GZ0355.an estimated accuracy of +/- 6 seconds.
 GZ0355
 GZ0355.The orthometric height was determined by differential leveling
 GZ0355.and adjusted by the National Geodetic Survey in June 1991..
 GZ0355
 GZ0355.The geoid height was determined by GEOID03.
 GZ0355
 GZ0355.The dynamic height is computed by dividing the NAVD 88
 GZ0355.geopotential number by the normal gravity value computed on the
 GZ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0355.degrees latitude (g = 980.6199 gals.).
 GZ0355
 GZ0355.The modeled gravity was interpolated from observed gravity values.
 GZ0355
 GZ0355;                    North         East    Units  Estimated Accuracy
 GZ0355;SPC KY1Z     - 1,118,170.    1,651,840.      MT  (+/- 180 meters Scaled)
 GZ0355
 GZ0355                          SUPERSEDED SURVEY CONTROL
 GZ0355
 GZ0355  NGVD 29 (??/??/92)  291.497  (m)          956.35   (f) ADJ UNCH    2 0
 GZ0355
 GZ0355.Superseded values are not recommended for survey control.
 GZ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0355.See file dsdata.txt to determine how the superseded data were derived.
 GZ0355
 GZ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG624417(NAD 83)
 GZ0355_MARKER: DB = BENCH MARK DISK
 GZ0355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0355_SP_SET: BRIDGE
 GZ0355_STAMPING: F 164 1950 956.353
 GZ0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0355
 GZ0355  HISTORY     - Date     Condition        Report By
 GZ0355  HISTORY     - 1950     MONUMENTED       CGS
 GZ0355  HISTORY     - 1957     GOOD             NGS
 GZ0355
 GZ0355                          STATION DESCRIPTION
 GZ0355
 GZ0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0355'5.6 MI SW FROM MC KEE.
 GZ0355'ABOUT 0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE COURT
 GZ0355'HOUSE AT MC KEE, THENCE ABOUT 5.05 MILES SOUTHWEST ALONG A
 GZ0355'GRAVEL ROAD LEADING TO LIVINGSTON, ABOUT 0.85 MILE NORTHEAST
 GZ0355'OF A 20-FOOT CONCRETE AND STONE BRIDGE OVER BILLS BRANCH, SET IN
 GZ0355'THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A 10-FOOT
 GZ0355'CONCRETE AND STONE BRIDGE (THE WEST ONE OF TWO SIMILAR BRIDGES),
 GZ0355'9 FEET NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT 1/2 FOOT
 GZ0355'ABOVE ROAD.
 GZ0355
 GZ0355                          STATION RECOVERY (1957)
 GZ0355
 GZ0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2561 ***********************************************************************
 GY2561  DESIGNATION -  F 165
 GY2561  PID         -  GY2561
 GY2561  STATE/COUNTY-  KY/OWSLEY
 GY2561  USGS QUAD   -  STURGEON (1976)
 GY2561
 GY2561                         *CURRENT SURVEY CONTROL
 GY2561  ___________________________________________________________________
 GY2561* NAD 83(1986)-  37 28 27.     (N)    083 47 31.     (W)     SCALED    
 GY2561* NAVD 88     -       304.540  (meters)     999.14   (feet)  ADJUSTED  
 GY2561  ___________________________________________________________________
 GY2561  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GY2561  DYNAMIC HT  -         304.306 (meters)     998.38  (feet)  COMP
 GY2561  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 GY2561
 GY2561  VERT ORDER  -  SECOND    CLASS 0
 GY2561
 GY2561.The horizontal coordinates were scaled from a topographic map and have
 GY2561.an estimated accuracy of +/- 6 seconds.
 GY2561
 GY2561.The orthometric height was determined by differential leveling
 GY2561.and adjusted by the National Geodetic Survey in June 1991..
 GY2561
 GY2561.The geoid height was determined by GEOID03.
 GY2561
 GY2561.The dynamic height is computed by dividing the NAVD 88
 GY2561.geopotential number by the normal gravity value computed on the
 GY2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2561.degrees latitude (g = 980.6199 gals.).
 GY2561
 GY2561.The modeled gravity was interpolated from observed gravity values.
 GY2561
 GY2561;                    North         East    Units  Estimated Accuracy
 GY2561;SPC KY1Z     - 1,128,430.    1,673,180.      MT  (+/- 180 meters Scaled)
 GY2561
 GY2561                          SUPERSEDED SURVEY CONTROL
 GY2561
 GY2561  NGVD 29 (??/??/92)  304.704  (m)          999.68   (f) ADJ UNCH    2 0
 GY2561
 GY2561.Superseded values are not recommended for survey control.
 GY2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2561.See file dsdata.txt to determine how the superseded data were derived.
 GY2561
 GY2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB531511(NAD 83)
 GY2561_MARKER: DB = BENCH MARK DISK
 GY2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2561_STAMPING: F 165 1950 999.683
 GY2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2561+STABILITY: SURFACE MOTION
 GY2561
 GY2561  HISTORY     - Date     Condition        Report By
 GY2561  HISTORY     - 1950     MONUMENTED       CGS
 GY2561  HISTORY     - 1957     GOOD             NGS
 GY2561
 GY2561                          STATION DESCRIPTION
 GY2561
 GY2561'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2561'1.4 MI NW FROM VINCENT.
 GY2561'ABOUT 1.45 MILES NORTHWEST ALONG ROADS FROM THE CROSSROADS AT
 GY2561'VINCENT, ABOUT 0.15 MILE SOUTH OF THE TOP OF A GRADE, 12 FEET EAST
 GY2561'OF THE CENTER LINE OF THE ROAD, 158 FEET NORTH OF THE NORTHEAST
 GY2561'CORNER OF A BARN, ABOUT 0.1 MILE NORTH OF A FARM HOUSE, 1 FOOT
 GY2561'WEST OF A WIRE FENCE, 11 FEET NORTH OF A 20-INCH WHITE OAK TREE,
 GY2561'20 FEET SOUTH OF A 30-INCH RED OAK TREE, 2 FEET NORTH OF A WHITE
 GY2561'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE
 GY2561'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GY2561
 GY2561                          STATION RECOVERY (1957)
 GY2561
 GY2561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2544 ***********************************************************************
 GY2544  DESIGNATION -  F 166
 GY2544  PID         -  GY2544
 GY2544  STATE/COUNTY-  KY/JACKSON
 GY2544  USGS QUAD   -  MC KEE (1976)
 GY2544
 GY2544                         *CURRENT SURVEY CONTROL
 GY2544  ___________________________________________________________________
 GY2544* NAD 83(1986)-  37 28 38.     (N)    083 59 21.     (W)     SCALED    
 GY2544* NAVD 88     -       430.897  (meters)    1413.70   (feet)  ADJUSTED  
 GY2544  ___________________________________________________________________
 GY2544  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GY2544  DYNAMIC HT  -         430.557 (meters)    1412.59  (feet)  COMP
 GY2544  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 GY2544
 GY2544  VERT ORDER  -  SECOND    CLASS 0
 GY2544
 GY2544.The horizontal coordinates were scaled from a topographic map and have
 GY2544.an estimated accuracy of +/- 6 seconds.
 GY2544
 GY2544.The orthometric height was determined by differential leveling
 GY2544.and adjusted by the National Geodetic Survey in June 1991..
 GY2544
 GY2544.The geoid height was determined by GEOID03.
 GY2544
 GY2544.The dynamic height is computed by dividing the NAVD 88
 GY2544.geopotential number by the normal gravity value computed on the
 GY2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2544.degrees latitude (g = 980.6199 gals.).
 GY2544
 GY2544.The modeled gravity was interpolated from observed gravity values.
 GY2544
 GY2544;                    North         East    Units  Estimated Accuracy
 GY2544;SPC KY1Z     - 1,128,420.    1,655,730.      MT  (+/- 180 meters Scaled)
 GY2544
 GY2544                          SUPERSEDED SURVEY CONTROL
 GY2544
 GY2544  NGVD 29 (??/??/92)  431.048  (m)         1414.20   (f) ADJ UNCH    2 0
 GY2544
 GY2544.Superseded values are not recommended for survey control.
 GY2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2544.See file dsdata.txt to determine how the superseded data were derived.
 GY2544
 GY2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB356520(NAD 83)
 GY2544_MARKER: DD = SURVEY DISK
 GY2544_SETTING: 66 = SET IN ROCK OUTCROP
 GY2544_SP_SET: ROCK OUTCROP
 GY2544_STAMPING: F 166 1950
 GY2544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2544+STABILITY: POSITION/ELEVATION WELL
 GY2544
 GY2544  HISTORY     - Date     Condition        Report By
 GY2544  HISTORY     - 1950     MONUMENTED       CGS
 GY2544
 GY2544                          STATION DESCRIPTION
 GY2544
 GY2544'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2544'6.4 MI N FROM MC KEE.
 GY2544'ABOUT 2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE COURT
 GY2544'HOUSE AT MC KEE, THENCE ABOUT 1.8 MILES NORTHEAST ALONG SAND
 GY2544'LICK CREEK ROAD, THENCE ABOUT 1.25 MILES NORTHEAST ALONG A TRAIL
 GY2544'LEADING TO STATE HIGHWAY 89, THENCE ABOUT 0.7 MILE EAST ALONG
 GY2544'STATE HIGHWAY 89, 168 YARDS EAST OF MILE POST 6 AND THE JUNCTION
 GY2544'OF DIM TRAILS LEADING SOUTH AND SOUTHWEST, 27 FEET NORTH OF THE
 GY2544'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A FLAT OUTCROP OF
 GY2544'ROCK AT THE EAST END OF A SERIES OF FLAT ROCK OUTCROPS, 2 FEET
 GY2544'WEST OF THE EAST END OF THE OUTCROP AND ABOUT 1 1/2 FEET ABOVE
 GY2544'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2545 ***********************************************************************
 GY2545  DESIGNATION -  F 166 RESET 1957
 GY2545  PID         -  GY2545
 GY2545  STATE/COUNTY-  KY/JACKSON
 GY2545  USGS QUAD   -  MC KEE (1976)
 GY2545
 GY2545                         *CURRENT SURVEY CONTROL
 GY2545  ___________________________________________________________________
 GY2545* NAD 83(1986)-  37 28 38.     (N)    083 59 21.     (W)     SCALED    
 GY2545* NAVD 88     -       431.02   (meters)    1414.1    (feet)  RESET     
 GY2545  ___________________________________________________________________
 GY2545  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GY2545
 GY2545  VERT ORDER  -  THIRD
 GY2545
 GY2545.The horizontal coordinates were scaled from a topographic map and have
 GY2545.an estimated accuracy of +/- 6 seconds.
 GY2545
 GY2545.The orthometric height was computed from unverified reset data.
 GY2545.No vertical observational check was made to the station.
 GY2545
 GY2545.The geoid height was determined by GEOID03.
 GY2545
 GY2545;                    North         East    Units  Estimated Accuracy
 GY2545;SPC KY1Z     - 1,128,420.    1,655,730.      MT  (+/- 180 meters Scaled)
 GY2545
 GY2545                          SUPERSEDED SURVEY CONTROL
 GY2545
 GY2545  NGVD 29 (10/08/05)  431.17   (m)         1414.6    (f) RESET       3  
 GY2545
 GY2545.Superseded values are not recommended for survey control.
 GY2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2545.See file dsdata.txt to determine how the superseded data were derived.
 GY2545
 GY2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB356520(NAD 83)
 GY2545_MARKER: DB = BENCH MARK DISK
 GY2545_SETTING: 0 = UNSPECIFIED SETTING
 GY2545_STAMPING: F 166 RESET 1957 1414.605
 GY2545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2545
 GY2545  HISTORY     - Date     Condition        Report By
 GY2545  HISTORY     - 1957     MONUMENTED       CGS
 GY2545  HISTORY     - 1957     GOOD             NGS
 GY2545
 GY2545                          STATION DESCRIPTION
 GY2545
 GY2545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2545'6.4 MI N FROM MC KEE.
 GY2545'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE COURT HOUSE
 GY2545'AT MC KEE, THENCE 1.8 MILES NORTHEAST ALONG ROAD UP SAND LICK
 GY2545'CREEK, THENCE 1.25 MILES NORTHEAST ALONG TRAIL LEADING TO STATE
 GY2545'HIGHWAY 89, THENCE 0.7 MILE EAST ALONG HIGHWAY 89, 30 FEET NORTH
 GY2545'OF THE CENTER LINE OF NEW ROAD, NORTH AND ACROSS ROAD FROM
 GY2545'TRIPLE CHESTNUT OAK TREES, 12 FEET WEST SOUTHWEST OF AN 8-INCH
 GY2545'PINE WITH TRIANGLE BLAZE, 8 FEET SOUTHEAST OF A 6-INCH PINE
 GY2545'TREE, AND IN A SMALL GROUP OF PINES, ABOUT 1 FOOT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2599 ***********************************************************************
 GY2599  DESIGNATION -  F 167
 GY2599  PID         -  GY2599
 GY2599  STATE/COUNTY-  KY/OWSLEY
 GY2599  USGS QUAD   -  BOONEVILLE (1978)
 GY2599
 GY2599                         *CURRENT SURVEY CONTROL
 GY2599  ___________________________________________________________________
 GY2599* NAD 83(1986)-  37 22 54.     (N)    083 43 21.     (W)     SCALED    
 GY2599* NAVD 88     -       236.388  (meters)     775.55   (feet)  ADJUSTED  
 GY2599  ___________________________________________________________________
 GY2599  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY2599  DYNAMIC HT  -         236.205 (meters)     774.95  (feet)  COMP
 GY2599  MODELED GRAV-     979,850.1   (mgal)                       NAVD 88
 GY2599
 GY2599  VERT ORDER  -  SECOND    CLASS 0
 GY2599
 GY2599.The horizontal coordinates were scaled from a topographic map and have
 GY2599.an estimated accuracy of +/- 6 seconds.
 GY2599
 GY2599.The orthometric height was determined by differential leveling
 GY2599.and adjusted by the National Geodetic Survey in June 1991..
 GY2599
 GY2599.The geoid height was determined by GEOID03.
 GY2599
 GY2599.The dynamic height is computed by dividing the NAVD 88
 GY2599.geopotential number by the normal gravity value computed on the
 GY2599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2599.degrees latitude (g = 980.6199 gals.).
 GY2599
 GY2599.The modeled gravity was interpolated from observed gravity values.
 GY2599
 GY2599;                    North         East    Units  Estimated Accuracy
 GY2599;SPC KY1Z     - 1,118,300.    1,679,540.      MT  (+/- 180 meters Scaled)
 GY2599
 GY2599                          SUPERSEDED SURVEY CONTROL
 GY2599
 GY2599  NGVD 29 (??/??/92)  236.553  (m)          776.09   (f) ADJ UNCH    2 0
 GY2599
 GY2599.Superseded values are not recommended for survey control.
 GY2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2599.See file dsdata.txt to determine how the superseded data were derived.
 GY2599
 GY2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB589406(NAD 83)
 GY2599_MARKER: DB = BENCH MARK DISK
 GY2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2599_STAMPING: F 167 1950 776.091
 GY2599_MARK LOGO: CGS   
 GY2599_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2599+STABILITY: SURFACE MOTION
 GY2599
 GY2599  HISTORY     - Date     Condition        Report By
 GY2599  HISTORY     - 1950     MONUMENTED       CGS
 GY2599  HISTORY     - 1957     GOOD             NGS
 GY2599  HISTORY     - 19930601 GOOD             KYDT
 GY2599
 GY2599                          STATION DESCRIPTION
 GY2599
 GY2599'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2599'2.6 MI W FROM CONKLING.
 GY2599'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 GY2599'AT CONKLING, THENCE ABOUT 0.55 MILE SOUTHWEST ALONG A GRAVEL
 GY2599'ROAD, THENCE ABOUT 1.65 MILE WEST ALONG A DIRT ROAD, 20 FEET
 GY2599'NORTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTH OF A
 GY2599'BARN YARD FENCE, 13 FEET EAST OF THE CENTER OF A BARN YARD GATE,
 GY2599'33 FEET SOUTH OF THE SOUTHEAST CORNER OF CHARLES CARMACK BARN,
 GY2599'50 FEET WEST OF THE SOUTHWEST CORNER OF ANOTHER BARN, 2 FEET
 GY2599'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE
 GY2599'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GY2599'NOTE-- ACCORDING TO MR. CARMACK A NEW ROAD WILL BE BUILT THROUGH
 GY2599'HERE AND WILL PASS NORTH OF THE PRESENT ROAD AND THE MARK WILL
 GY2599'BE SOUTH OF NEW ROAD.  NOTE-- THE MARK IS 120 FEET SOUTH OF THE
 GY2599'CENTERLINE OF THE HIGHWAY.
 GY2599
 GY2599                          STATION RECOVERY (1957)
 GY2599
 GY2599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2599'RECOVERED IN GOOD CONDITION.
 GY2599
 GY2599                          STATION RECOVERY (1993)
 GY2599
 GY2599'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GY2599'7.90 MILES (12.71 KM) SOUTH ALONG STATE HWY 11 FROM THE COURTHOUSE IN
 GY2599'BOONEVILLE TO INTERSECTION OF STATE HIGHWAY 846 TO THE WEST, THENCE
 GY2599'2.20 MILES (3.54 KM) WEST ALONG STATE HIGHWAY 846 TO MARK ON RIGHT.
 GY2599'ABOUT 1.60 MILES (2.57 KM) WEST ALONG STATE HIGHWAY 846 FROM
 GY2599'INTERSECTION OF STATE HIGHWAY 1350 TO THE SOUTH, 120 FEET (36.6 M)
 GY2599'SOUTH OF CENTERLINE OF STATE HIGHWAY 846, 33 FEET (10.1 M) SOUTH OF
 GY2599'THE SOUTHEAST CORNER OF BARN, IN THE MIDDLE OF A HOG LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2514 ***********************************************************************
 GY2514  DESIGNATION -  F 168
 GY2514  PID         -  GY2514
 GY2514  STATE/COUNTY-  KY/OWSLEY
 GY2514  USGS QUAD   -  MISTLETOE (1979)
 GY2514
 GY2514                         *CURRENT SURVEY CONTROL
 GY2514  ___________________________________________________________________
 GY2514* NAD 83(1986)-  37 21 44.     (N)    083 37 29.     (W)     SCALED    
 GY2514* NAVD 88     -       230.323  (meters)     755.65   (feet)  ADJUSTED  
 GY2514  ___________________________________________________________________
 GY2514  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GY2514  DYNAMIC HT  -         230.142 (meters)     755.06  (feet)  COMP
 GY2514  MODELED GRAV-     979,838.8   (mgal)                       NAVD 88
 GY2514
 GY2514  VERT ORDER  -  SECOND    CLASS 0
 GY2514
 GY2514.The horizontal coordinates were scaled from a topographic map and have
 GY2514.an estimated accuracy of +/- 6 seconds.
 GY2514
 GY2514.The orthometric height was determined by differential leveling
 GY2514.and adjusted by the National Geodetic Survey in June 1991..
 GY2514
 GY2514.The geoid height was determined by GEOID03.
 GY2514
 GY2514.The dynamic height is computed by dividing the NAVD 88
 GY2514.geopotential number by the normal gravity value computed on the
 GY2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2514.degrees latitude (g = 980.6199 gals.).
 GY2514
 GY2514.The modeled gravity was interpolated from observed gravity values.
 GY2514
 GY2514;                    North         East    Units  Estimated Accuracy
 GY2514;SPC KY1Z     - 1,116,330.    1,688,250.      MT  (+/- 180 meters Scaled)
 GY2514
 GY2514                          SUPERSEDED SURVEY CONTROL
 GY2514
 GY2514  NGVD 29 (??/??/92)  230.486  (m)          756.19   (f) ADJ UNCH    2 0
 GY2514
 GY2514.Superseded values are not recommended for survey control.
 GY2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2514.See file dsdata.txt to determine how the superseded data were derived.
 GY2514
 GY2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB675382(NAD 83)
 GY2514_MARKER: DB = BENCH MARK DISK
 GY2514_SETTING: 66 = SET IN ROCK OUTCROP
 GY2514_SP_SET: ROCK BANK
 GY2514_STAMPING: F 168 1950 756.186
 GY2514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2514+STABILITY: POSITION/ELEVATION WELL
 GY2514
 GY2514  HISTORY     - Date     Condition        Report By
 GY2514  HISTORY     - 1950     MONUMENTED       CGS
 GY2514  HISTORY     - 1957     GOOD             NGS
 GY2514
 GY2514                          STATION DESCRIPTION
 GY2514
 GY2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2514'4 MI W FROM LUCKY FORK.
 GY2514'ABOUT 4.05 MILES WEST ALONG ROAD FOLLOWING LUCKY FORK CREEK FROM
 GY2514'THE SCHOOL AT LUCKY FORK, ABOUT 0.45 MILE EAST OF ROAD JUNCTION
 GY2514'AND BEE BRANCH SCHOOL, 87 YARDS SOUTHEAST OF WOODEN BRIDGE OVER
 GY2514'BIG TWIN BRANCH AND THE MOUTH OF BIG TWIN BRANCH, 19 FEET NORTHEAST
 GY2514'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A SMALL ROUNDED
 GY2514'LEDGE NEAR THE BOTTOM OF ROCK BANK, 34 FEET NORTHWEST OF THE SOUTHEAST
 GY2514'END OF ROCK BANK, 101 FEET NORTH AND ACROSS THE ROAD FROM THE
 GY2514'NORTHEAST END OF A FOOT BRIDGE OVER CREEK, 1 FOOT ABOVE BOTTOM OF
 GY2514'DITCH AND ABOUT 1/2 FOOT BELOW ROAD.
 GY2514
 GY2514                          STATION RECOVERY (1957)
 GY2514
 GY2514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2506 ***********************************************************************
 GY2506  DESIGNATION -  F 169
 GY2506  PID         -  GY2506
 GY2506  STATE/COUNTY-  KY/BREATHITT
 GY2506  USGS QUAD   -  COWCREEK (1961)
 GY2506
 GY2506                         *CURRENT SURVEY CONTROL
 GY2506  ___________________________________________________________________
 GY2506* NAD 83(1986)-  37 29 18.     (N)    083 33 06.     (W)     SCALED    
 GY2506* NAVD 88     -       227.013  (meters)     744.79   (feet)  ADJUSTED  
 GY2506  ___________________________________________________________________
 GY2506  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GY2506  DYNAMIC HT  -         226.838 (meters)     744.22  (feet)  COMP
 GY2506  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 GY2506
 GY2506  VERT ORDER  -  SECOND    CLASS 0
 GY2506
 GY2506.The horizontal coordinates were scaled from a topographic map and have
 GY2506.an estimated accuracy of +/- 6 seconds.
 GY2506
 GY2506.The orthometric height was determined by differential leveling
 GY2506.and adjusted by the National Geodetic Survey in June 1991..
 GY2506
 GY2506.The geoid height was determined by GEOID03.
 GY2506
 GY2506.The dynamic height is computed by dividing the NAVD 88
 GY2506.geopotential number by the normal gravity value computed on the
 GY2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2506.degrees latitude (g = 980.6199 gals.).
 GY2506
 GY2506.The modeled gravity was interpolated from observed gravity values.
 GY2506
 GY2506;                    North         East    Units  Estimated Accuracy
 GY2506;SPC KY1Z     - 1,130,480.    1,694,390.      MT  (+/- 180 meters Scaled)
 GY2506
 GY2506                          SUPERSEDED SURVEY CONTROL
 GY2506
 GY2506  NGVD 29 (??/??/92)  227.173  (m)          745.32   (f) ADJ UNCH    2 0
 GY2506
 GY2506.Superseded values are not recommended for survey control.
 GY2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2506.See file dsdata.txt to determine how the superseded data were derived.
 GY2506
 GY2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB744521(NAD 83)
 GY2506_MARKER: DB = BENCH MARK DISK
 GY2506_SETTING: 66 = SET IN ROCK OUTCROP
 GY2506_SP_SET: ROCK BANK
 GY2506_STAMPING: F 169 1950 745.317
 GY2506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2506+STABILITY: POSITION/ELEVATION WELL
 GY2506
 GY2506  HISTORY     - Date     Condition        Report By
 GY2506  HISTORY     - 1950     MONUMENTED       CGS
 GY2506  HISTORY     - 1957     GOOD             NGS
 GY2506  HISTORY     - 20020730 MARK NOT FOUND   KYDT
 GY2506
 GY2506                          STATION DESCRIPTION
 GY2506
 GY2506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2506'1.4 MI SW FROM JETT CREEK.
 GY2506'0.9 MILE SOUTHWEST ALONG ROAD FOLLOWING JETT CREEK FROM THE
 GY2506'POST OFFICE AND STORE AT JETT CREEK, THENCE 0.45 MILE SOUTH ALONG
 GY2506'GRAVEL ROAD ALONG SOUTH FORK OF JETT CREEK, 0.1 MILE SOUTH OF A
 GY2506'CHURCH, 0.1 MILE NORTH OF A STORE, ABOUT 200 FEET EAST AND ACROSS
 GY2506'CREEK FROM CENTER OF GRAVEL ROAD, SET VERTICAL IN THE WEST FACE OF
 GY2506'LAYER OF ROCK IN ROCK BANK OF CREEK, ABOUT 45 FEET EAST OF CENTER
 GY2506'OF CREEK, ACROSS CREEK FROM A SMALL SHACK WITH TIN ROOF, 6 FEET
 GY2506'NORTH OF THE SOUTH END OF EXPOSED PORTION OF ROCK, ABOUT 6 FEET
 GY2506'ABOVE LEVEL OF CREEK BED.
 GY2506
 GY2506                          STATION RECOVERY (2002)
 GY2506
 GY2506'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0399 ***********************************************************************
 GD0399  DESIGNATION -  F 17
 GD0399  PID         -  GD0399
 GD0399  STATE/COUNTY-  KY/HICKMAN
 GD0399  USGS QUAD   -  WATER VALLEY (1981)
 GD0399
 GD0399                         *CURRENT SURVEY CONTROL
 GD0399  ___________________________________________________________________
 GD0399* NAD 83(1986)-  36 31 35.     (N)    088 50 40.     (W)     SCALED    
 GD0399* NAVD 88     -       138.039  (meters)     452.88   (feet)  ADJUSTED  
 GD0399  ___________________________________________________________________
 GD0399  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GD0399  DYNAMIC HT  -         137.930 (meters)     452.53  (feet)  COMP
 GD0399  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 GD0399
 GD0399  VERT ORDER  -  SECOND    CLASS 0
 GD0399
 GD0399.The horizontal coordinates were scaled from a topographic map and have
 GD0399.an estimated accuracy of +/- 6 seconds.
 GD0399
 GD0399.The orthometric height was determined by differential leveling
 GD0399.and adjusted by the National Geodetic Survey in June 1991..
 GD0399
 GD0399.The geoid height was determined by GEOID03.
 GD0399
 GD0399.The dynamic height is computed by dividing the NAVD 88
 GD0399.geopotential number by the normal gravity value computed on the
 GD0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0399.degrees latitude (g = 980.6199 gals.).
 GD0399
 GD0399.The modeled gravity was interpolated from observed gravity values.
 GD0399
 GD0399;                    North         East    Units  Estimated Accuracy
 GD0399;SPC KY1Z     - 1,026,020.    1,222,860.      MT  (+/- 180 meters Scaled)
 GD0399
 GD0399                          SUPERSEDED SURVEY CONTROL
 GD0399
 GD0399  NGVD 29 (??/??/??)  138.018  (m)          452.81   (f) ADJUSTED    2 0
 GD0399
 GD0399.Superseded values are not recommended for survey control.
 GD0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0399.See file dsdata.txt to determine how the superseded data were derived.
 GD0399
 GD0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF348439(NAD 83)
 GD0399_MARKER: DB = BENCH MARK DISK
 GD0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0399_STAMPING: F 17 1933
 GD0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0399+STABILITY: SURFACE MOTION
 GD0399
 GD0399  HISTORY     - Date     Condition        Report By
 GD0399  HISTORY     - 1933     MONUMENTED       CGS
 GD0399  HISTORY     - 20020817 MARK NOT FOUND   USACE
 GD0399
 GD0399                          STATION DESCRIPTION
 GD0399
 GD0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0399'3 MI SW FROM WATER VALLEY.
 GD0399'IN HICKMAN COUNTY, 3 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL
 GD0399'RAILROAD FROM WATER VALLEY, GRAVES COUNTY, ABOUT 1/4 MILE SOUTH
 GD0399'OF MILEPOST 267, 245 YARDS NORTH OF A ROAD CROSSING, 200 YARDS
 GD0399'EAST OF U.S. HIGHWAY 45, BEHIND A FARMHOUSE, 12 YARDS SOUTH OF
 GD0399'THE EIGHTH POLE NORTH OF THE ROAD CROSSING, 8 YARDS WEST OF THE
 GD0399'CENTERLINE OF THE TRACK, AND AT THE FENCE LINE.  A STANDARD
 GD0399'DISK, STAMPED F 17 1933 AND SET IN THE TOP OF A CONCRETE POST.
 GD0399
 GD0399                          STATION RECOVERY (2002)
 GD0399
 GD0399'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0399'SUSPECTED DESTROYED.
 GD0399'RR GRADE NOW LEVELED AND ABANDONED.
 GD0399'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2526 ***********************************************************************
 GY2526  DESIGNATION -  F 170
 GY2526  PID         -  GY2526
 GY2526  STATE/COUNTY-  KY/BREATHITT
 GY2526  USGS QUAD   -  COWCREEK (1961)
 GY2526
 GY2526                         *CURRENT SURVEY CONTROL
 GY2526  ___________________________________________________________________
 GY2526* NAD 83(1986)-  37 28 45.     (N)    083 30 28.     (W)     SCALED    
 GY2526* NAVD 88     -       215.948  (meters)     708.49   (feet)  ADJUSTED  
 GY2526  ___________________________________________________________________
 GY2526  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GY2526  DYNAMIC HT  -         215.780 (meters)     707.94  (feet)  COMP
 GY2526  MODELED GRAV-     979,847.1   (mgal)                       NAVD 88
 GY2526
 GY2526  VERT ORDER  -  SECOND    CLASS 0
 GY2526
 GY2526.The horizontal coordinates were scaled from a topographic map and have
 GY2526.an estimated accuracy of +/- 6 seconds.
 GY2526
 GY2526.The orthometric height was determined by differential leveling
 GY2526.and adjusted by the National Geodetic Survey in June 1991..
 GY2526
 GY2526.The geoid height was determined by GEOID03.
 GY2526
 GY2526.The dynamic height is computed by dividing the NAVD 88
 GY2526.geopotential number by the normal gravity value computed on the
 GY2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2526.degrees latitude (g = 980.6199 gals.).
 GY2526
 GY2526.The modeled gravity was interpolated from observed gravity values.
 GY2526
 GY2526;                    North         East    Units  Estimated Accuracy
 GY2526;SPC KY1Z     - 1,129,550.    1,698,290.      MT  (+/- 180 meters Scaled)
 GY2526
 GY2526                          SUPERSEDED SURVEY CONTROL
 GY2526
 GY2526  NGVD 29 (??/??/92)  216.107  (m)          709.01   (f) ADJ UNCH    2 0
 GY2526
 GY2526.Superseded values are not recommended for survey control.
 GY2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2526.See file dsdata.txt to determine how the superseded data were derived.
 GY2526
 GY2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB782509(NAD 83)
 GY2526_MARKER: DB = BENCH MARK DISK
 GY2526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2526_SP_SET: CULVERT
 GY2526_STAMPING: F 170 1950 709.011
 GY2526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2526
 GY2526  HISTORY     - Date     Condition        Report By
 GY2526  HISTORY     - 1950     MONUMENTED       CGS
 GY2526  HISTORY     - 1957     GOOD             NGS
 GY2526  HISTORY     - 20020730 POOR             KYDT
 GY2526
 GY2526                          STATION DESCRIPTION
 GY2526
 GY2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2526'AT TURKEY.
 GY2526'AT TURKEY, ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 30 FROM THE
 GY2526'SCHOOL, ABOUT 70 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF
 GY2526'JOHNSON BROTHERS STORE AND POST OFFICE AT TURKEY, SET IN THE TOP
 GY2526'OF THE NORTH END OF THE EAST HEAD WALL OF A 6-FOOT CONCRETE
 GY2526'CULVERT FOR A SMALL CREEK BRANCH, 14 FEET EAST OF THE CENTER LINE
 GY2526'OF THE HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 GY2526
 GY2526                          STATION RECOVERY (1957)
 GY2526
 GY2526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2526'RECOVERED IN GOOD CONDITION.
 GY2526
 GY2526                          STATION RECOVERY (2002)
 GY2526
 GY2526'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2526'MUTILATED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2100 ***********************************************************************
 GY2100  DESIGNATION -  F 171
 GY2100  PID         -  GY2100
 GY2100  STATE/COUNTY-  KY/PERRY
 GY2100  USGS QUAD   -  KRYPTON (1972)
 GY2100
 GY2100                         *CURRENT SURVEY CONTROL
 GY2100  ___________________________________________________________________
 GY2100* NAD 83(1986)-  37 21 05.     (N)    083 20 30.     (W)     SCALED    
 GY2100* NAVD 88     -       243.582  (meters)     799.15   (feet)  ADJUSTED  
 GY2100  ___________________________________________________________________
 GY2100  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY2100  DYNAMIC HT  -         243.394 (meters)     798.54  (feet)  COMP
 GY2100  MODELED GRAV-     979,853.9   (mgal)                       NAVD 88
 GY2100
 GY2100  VERT ORDER  -  SECOND    CLASS 0
 GY2100
 GY2100.The horizontal coordinates were scaled from a topographic map and have
 GY2100.an estimated accuracy of +/- 6 seconds.
 GY2100
 GY2100.The orthometric height was determined by differential leveling
 GY2100.and adjusted by the National Geodetic Survey in June 1991..
 GY2100
 GY2100.The geoid height was determined by GEOID03.
 GY2100
 GY2100.The dynamic height is computed by dividing the NAVD 88
 GY2100.geopotential number by the normal gravity value computed on the
 GY2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2100.degrees latitude (g = 980.6199 gals.).
 GY2100
 GY2100.The modeled gravity was interpolated from observed gravity values.
 GY2100
 GY2100;                    North         East    Units  Estimated Accuracy
 GY2100;SPC KY1Z     - 1,115,740.    1,713,340.      MT  (+/- 180 meters Scaled)
 GY2100
 GY2100                          SUPERSEDED SURVEY CONTROL
 GY2100
 GY2100  NGVD 29 (??/??/92)  243.755  (m)          799.72   (f) ADJ UNCH    2 0
 GY2100
 GY2100.Superseded values are not recommended for survey control.
 GY2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2100.See file dsdata.txt to determine how the superseded data were derived.
 GY2100
 GY2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB925364(NAD 83)
 GY2100_MARKER: DB = BENCH MARK DISK
 GY2100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2100_SP_SET: CULVERT
 GY2100_STAMPING: F 171 1950 799.720
 GY2100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2100
 GY2100  HISTORY     - Date     Condition        Report By
 GY2100  HISTORY     - 1950     MONUMENTED       CGS
 GY2100  HISTORY     - 1956     POOR             NGS
 GY2100  HISTORY     - 19960610 POOR             KYDT
 GY2100  HISTORY     - 19960624 POOR             KYDT
 GY2100
 GY2100                          STATION DESCRIPTION
 GY2100
 GY2100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2100'1 MI E FROM CHAVIES.
 GY2100'1.05 MILES EAST ALONG STATE HIGHWAY 28 FROM THE EAST END OF
 GY2100'BRIDGE OVER NORTH FORK OF KENTUCKY RIVER AT CHAVIES, 0.1 MILE
 GY2100'WEST OF RED HILL SCHOOL, IN THE TOP OF THE EAST END OF THE
 GY2100'SOUTH HEAD WALL OF AN 18-FOOT CONCRETE CULVERT OVER SPENCER
 GY2100'BRANCH, 12 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, AND 1 FOOT
 GY2100'ABOVE LEVEL OF HIGHWAY.
 GY2100
 GY2100                          STATION RECOVERY (1996)
 GY2100
 GY2100'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2100'MARK IS COVERED HALFWAY BY METAL GUARD RAIL LAIN ATOP HEADWALL TO
 GY2100'SUPPORT ROAD FILL, 1 FOOT BELOW ROAD.
 GY2100
 GY2100                          STATION RECOVERY (1996)
 GY2100
 GY2100'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2100'MARK IS COVERED 60 PERCENT BY GUARDRAIL PLACED TO SHORE UP ROADWAY,
 GY2100'MARK IS NOW 1 FOOT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2142 ***********************************************************************
 GY2142  DESIGNATION -  F 172
 GY2142  PID         -  GY2142
 GY2142  STATE/COUNTY-  KY/PERRY
 GY2142  USGS QUAD   -  BUCKHORN (1979)
 GY2142
 GY2142                         *CURRENT SURVEY CONTROL
 GY2142  ___________________________________________________________________
 GY2142* NAD 83(1986)-  37 20 58.     (N)    083 26 49.     (W)     SCALED    
 GY2142* NAVD 88     -       228.677  (meters)     750.25   (feet)  ADJUSTED  
 GY2142  ___________________________________________________________________
 GY2142  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GY2142  DYNAMIC HT  -         228.499 (meters)     749.67  (feet)  COMP
 GY2142  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 GY2142
 GY2142  VERT ORDER  -  SECOND    CLASS 0
 GY2142
 GY2142.The horizontal coordinates were scaled from a topographic map and have
 GY2142.an estimated accuracy of +/- 6 seconds.
 GY2142
 GY2142.The orthometric height was determined by differential leveling
 GY2142.and adjusted by the National Geodetic Survey in June 1991..
 GY2142
 GY2142.The geoid height was determined by GEOID03.
 GY2142
 GY2142.The dynamic height is computed by dividing the NAVD 88
 GY2142.geopotential number by the normal gravity value computed on the
 GY2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2142.degrees latitude (g = 980.6199 gals.).
 GY2142
 GY2142.The modeled gravity was interpolated from observed gravity values.
 GY2142
 GY2142;                    North         East    Units  Estimated Accuracy
 GY2142;SPC KY1Z     - 1,115,290.    1,704,030.      MT  (+/- 180 meters Scaled)
 GY2142
 GY2142                          SUPERSEDED SURVEY CONTROL
 GY2142
 GY2142  NGVD 29 (??/??/92)  228.844  (m)          750.80   (f) ADJ UNCH    2 0
 GY2142
 GY2142.Superseded values are not recommended for survey control.
 GY2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2142.See file dsdata.txt to determine how the superseded data were derived.
 GY2142
 GY2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB832364(NAD 83)
 GY2142_MARKER: DB = BENCH MARK DISK
 GY2142_SETTING: 66 = SET IN ROCK OUTCROP
 GY2142_SP_SET: ROCK
 GY2142_STAMPING: F 172 1950 750.799
 GY2142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2142+STABILITY: POSITION/ELEVATION WELL
 GY2142
 GY2142  HISTORY     - Date     Condition        Report By
 GY2142  HISTORY     - 1950     MONUMENTED       CGS
 GY2142  HISTORY     - 1957     POOR             NGS
 GY2142  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2142  HISTORY     - 19960625 MARK NOT FOUND   KYDT
 GY2142
 GY2142                          STATION DESCRIPTION
 GY2142
 GY2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2142'2.4 MI NE FROM BUCKHORN.
 GY2142'ABOUT 2.35 MILES NORTHEAST ALONG A GRAVEL ROAD FOLLOWING RIGHT
 GY2142'BANK OF MIDDLE FORK OF KENTUCKY RIVER FROM THE EAST END OF
 GY2142'SWINGING BRIDGE AT BUCKHORN, ABOUT 1.25 MILES SOUTH OF JOHNSON
 GY2142'SCHOOL BUILDING, SET VERTICALLY IN THE VERTICAL FACE OF A LARGE
 GY2142'FLAT ROCK (ABOUT 10 BY 10 BY 4 FEET), 52 FEET NORTH AND ACROSS
 GY2142'THE ROAD FROM THE NORTH CORNER OF AN OPEN MACHINERY SHED, 41
 GY2142'FEET EAST-NORTHEAST AND ACROSS THE ROAD FROM THE EAST CORNER OF A
 GY2142'SMALL TOOL SHED, 15 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 GY2142'ROAD AND ABOUT 4 FEET ABOVE THE ROAD.
 GY2142
 GY2142                          STATION RECOVERY (1957)
 GY2142
 GY2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2142'MARK RECOVERED IN POOR CONDITION.
 GY2142
 GY2142                          STATION RECOVERY (1977)
 GY2142
 GY2142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2142'MARK NOT FOUND.
 GY2142
 GY2142                          STATION RECOVERY (1996)
 GY2142
 GY2142'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2142'HILL ON NORTH SIDE OF ROAD HAS BEEN CUT BACK 20 FEET AT LOCATION,
 GY2142'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1938 ***********************************************************************
 GY1938  DESIGNATION -  F 173
 GY1938  PID         -  GY1938
 GY1938  STATE/COUNTY-  KY/PERRY
 GY1938  USGS QUAD   -  KRYPTON (1972)
 GY1938
 GY1938                         *CURRENT SURVEY CONTROL
 GY1938  ___________________________________________________________________
 GY1938* NAD 83(1986)-  37 18 53.     (N)    083 21 17.     (W)     SCALED    
 GY1938* NAVD 88     -       242.753  (meters)     796.43   (feet)  ADJUSTED  
 GY1938  ___________________________________________________________________
 GY1938  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GY1938  DYNAMIC HT  -         242.564 (meters)     795.81  (feet)  COMP
 GY1938  MODELED GRAV-     979,846.1   (mgal)                       NAVD 88
 GY1938
 GY1938  VERT ORDER  -  FIRST     CLASS I
 GY1938
 GY1938.The horizontal coordinates were scaled from a topographic map and have
 GY1938.an estimated accuracy of +/- 6 seconds.
 GY1938
 GY1938.The orthometric height was determined by differential leveling
 GY1938.and adjusted by the National Geodetic Survey in June 1991..
 GY1938.WARNING-Repeat measurements at this control monument indicate possible
 GY1938.vertical movement.
 GY1938
 GY1938.The geoid height was determined by GEOID03.
 GY1938
 GY1938.The dynamic height is computed by dividing the NAVD 88
 GY1938.geopotential number by the normal gravity value computed on the
 GY1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1938.degrees latitude (g = 980.6199 gals.).
 GY1938
 GY1938.The modeled gravity was interpolated from observed gravity values.
 GY1938
 GY1938;                    North         East    Units  Estimated Accuracy
 GY1938;SPC KY1Z     - 1,111,640.    1,712,290.      MT  (+/- 180 meters Scaled)
 GY1938
 GY1938                          SUPERSEDED SURVEY CONTROL
 GY1938
 GY1938  NGVD 29 (??/??/92)  242.927  (m)          797.00   (f) ADJ UNCH    1 1
 GY1938
 GY1938.Superseded values are not recommended for survey control.
 GY1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1938.See file dsdata.txt to determine how the superseded data were derived.
 GY1938
 GY1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB913323(NAD 83)
 GY1938_MARKER: DB = BENCH MARK DISK
 GY1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1938_STAMPING: F 173 1950 797.049
 GY1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1938+STABILITY: SURFACE MOTION
 GY1938
 GY1938  HISTORY     - Date     Condition        Report By
 GY1938  HISTORY     - 1950     MONUMENTED       CGS
 GY1938  HISTORY     - 1967     GOOD             NGS
 GY1938  HISTORY     - 19960410 MARK NOT FOUND   KYDT
 GY1938  HISTORY     - 19960624 MARK NOT FOUND   KYDT
 GY1938
 GY1938                          STATION DESCRIPTION
 GY1938
 GY1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1938'2.8 MI S FROM CHAVIES.
 GY1938'ABOUT 2.85 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE
 GY1938'RAILROAD FROM DUFFS GENERAL STORE AT CHAVIES, 0.15 MILE NORTHWEST
 GY1938'OF MILEPOST 226, 43 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 GY1938'MAIN TRACK, 73 1/2 FEET NORTH OF THE NORTH END OF THE EAST METAL
 GY1938'RAILING OF A HIGHWAY BRIDGE OVER LICK BRANCH, 29 FEET SOUTHWEST
 GY1938'OF THE SOUTHWEST RAIL OF A SIDETRACK, 26 FEET EAST OF THE CENTER
 GY1938'LINE OF THE PAVED ROAD, 1.0 FOOT NORTHEAST OF A METAL WITNESS
 GY1938'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE PAVED ROAD, AND SET IN
 GY1938'THE TOP OF A CONCRETE POST WHICH IS ABOUT 6 INCHES BELOW THE
 GY1938'LEVEL OF THE GROUND.
 GY1938
 GY1938                          STATION RECOVERY (1996)
 GY1938
 GY1938'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1938'MARK NOT FOUND.
 GY1938
 GY1938                          STATION RECOVERY (1996)
 GY1938
 GY1938'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1938'BRIDGE HAS BEEN TORN OUT, ROAD HAS BEEN RELOCATED AND EXTENSIVE
 GY1938'GRADING HAS BEEN DONE AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2263 ***********************************************************************
 GY2263  DESIGNATION -  F 174
 GY2263  PID         -  GY2263
 GY2263  STATE/COUNTY-  KY/PERRY
 GY2263  USGS QUAD   -  KRYPTON (1972)
 GY2263
 GY2263                         *CURRENT SURVEY CONTROL
 GY2263  ___________________________________________________________________
 GY2263* NAD 83(1986)-  37 17 23.     (N)    083 20 26.     (W)     SCALED    
 GY2263* NAVD 88     -       323.133  (meters)    1060.15   (feet)  ADJUSTED  
 GY2263  ___________________________________________________________________
 GY2263  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GY2263  DYNAMIC HT  -         322.880 (meters)    1059.32  (feet)  COMP
 GY2263  MODELED GRAV-     979,837.1   (mgal)                       NAVD 88
 GY2263
 GY2263  VERT ORDER  -  SECOND    CLASS 0
 GY2263
 GY2263.The horizontal coordinates were scaled from a topographic map and have
 GY2263.an estimated accuracy of +/- 6 seconds.
 GY2263
 GY2263.The orthometric height was determined by differential leveling
 GY2263.and adjusted by the National Geodetic Survey in June 1991..
 GY2263
 GY2263.The geoid height was determined by GEOID03.
 GY2263
 GY2263.The dynamic height is computed by dividing the NAVD 88
 GY2263.geopotential number by the normal gravity value computed on the
 GY2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2263.degrees latitude (g = 980.6199 gals.).
 GY2263
 GY2263.The modeled gravity was interpolated from observed gravity values.
 GY2263
 GY2263;                    North         East    Units  Estimated Accuracy
 GY2263;SPC KY1Z     - 1,108,900.    1,713,620.      MT  (+/- 180 meters Scaled)
 GY2263
 GY2263                          SUPERSEDED SURVEY CONTROL
 GY2263
 GY2263  NGVD 29 (??/??/92)  323.305  (m)         1060.71   (f) ADJ UNCH    2 0
 GY2263
 GY2263.Superseded values are not recommended for survey control.
 GY2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2263.See file dsdata.txt to determine how the superseded data were derived.
 GY2263
 GY2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB925295(NAD 83)
 GY2263_MARKER: DB = BENCH MARK DISK
 GY2263_SETTING: 66 = SET IN ROCK OUTCROP
 GY2263_SP_SET: ROCK CUT
 GY2263_STAMPING: F 174 1950 1060.710
 GY2263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2263+STABILITY: POSITION/ELEVATION WELL
 GY2263
 GY2263  HISTORY     - Date     Condition        Report By
 GY2263  HISTORY     - 1950     MONUMENTED       CGS
 GY2263  HISTORY     - 1957     GOOD             NGS
 GY2263
 GY2263                          STATION DESCRIPTION
 GY2263
 GY2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2263'2.9 MI NW FROM YERKES.
 GY2263'ABOUT 2.9 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO KRYPTON
 GY2263'FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT YERKES, ABOUT
 GY2263'0.4 MILE NORTHWEST OF THE TOP OF A GRADE, 105 YARDS SOUTH OF THE
 GY2263'JUNCTION OF A SMALL GRAVEL ROAD LEADING SOUTHWEST TO CONFLUENCE,
 GY2263'16 FEET EAST OF THE CENTER LINE OF THE ROAD, 144 FEET NORTH AND
 GY2263'DOWNHILL FROM THE EAST END OF AN 18-INCH PIPE CULVERT WITH ANGLE
 GY2263'SHAPED STONE HEAD WALL, SET VERTICALLY IN THE SMOOTH VERTICAL
 GY2263'FACE OF A 1 1/2-FOOT THICK LAYER OF ROCK IN A ROCK CUT AND ABOUT
 GY2263'3 FEET ABOVE THE ROAD.
 GY2263
 GY2263                          STATION RECOVERY (1957)
 GY2263
 GY2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1914 ***********************************************************************
 GY1914  DESIGNATION -  F 175
 GY1914  PID         -  GY1914
 GY1914  STATE/COUNTY-  KY/BREATHITT
 GY1914  USGS QUAD   -  HADDIX (1972)
 GY1914
 GY1914                         *CURRENT SURVEY CONTROL
 GY1914  ___________________________________________________________________
 GY1914* NAD 83(1986)-  37 26 18.     (N)    083 21 48.     (W)     SCALED    
 GY1914* NAVD 88     -       234.778  (meters)     770.27   (feet)  ADJUSTED  
 GY1914  ___________________________________________________________________
 GY1914  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GY1914  DYNAMIC HT  -         234.599 (meters)     769.68  (feet)  COMP
 GY1914  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 GY1914
 GY1914  VERT ORDER  -  FIRST     CLASS I
 GY1914
 GY1914.The horizontal coordinates were scaled from a topographic map and have
 GY1914.an estimated accuracy of +/- 6 seconds.
 GY1914
 GY1914.The orthometric height was determined by differential leveling
 GY1914.and adjusted by the National Geodetic Survey in June 1991..
 GY1914
 GY1914.The geoid height was determined by GEOID03.
 GY1914
 GY1914.The dynamic height is computed by dividing the NAVD 88
 GY1914.geopotential number by the normal gravity value computed on the
 GY1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1914.degrees latitude (g = 980.6199 gals.).
 GY1914
 GY1914.The modeled gravity was interpolated from observed gravity values.
 GY1914
 GY1914;                    North         East    Units  Estimated Accuracy
 GY1914;SPC KY1Z     - 1,125,340.    1,711,180.      MT  (+/- 180 meters Scaled)
 GY1914
 GY1914                          SUPERSEDED SURVEY CONTROL
 GY1914
 GY1914  NGVD 29 (??/??/92)  234.934  (m)          770.78   (f) ADJ UNCH    1 1
 GY1914
 GY1914.Superseded values are not recommended for survey control.
 GY1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1914.See file dsdata.txt to determine how the superseded data were derived.
 GY1914
 GY1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB909461(NAD 83)
 GY1914_MARKER: DB = BENCH MARK DISK
 GY1914_SETTING: 66 = SET IN ROCK OUTCROP
 GY1914_SP_SET: CLIFF
 GY1914_STAMPING: F 175 1950 7709779
 GY1914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1914+STABILITY: POSITION/ELEVATION WELL
 GY1914
 GY1914  HISTORY     - Date     Condition        Report By
 GY1914  HISTORY     - 1950     MONUMENTED       CGS
 GY1914  HISTORY     - 1967     GOOD             NGS
 GY1914
 GY1914                          STATION DESCRIPTION
 GY1914
 GY1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1914'11.6 MI NW FROM CHAVIES.
 GY1914'ABOUT 11.65 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY1914'RAILROAD FROM DUFFS GENERAL STORE AT CHAVIES, 47 FEET EAST AND
 GY1914'ACROSS THE TRACK FROM THE 14TH POLE NORTHEAST OF MILEPOST 212,
 GY1914'14 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, SET
 GY1914'VERTICALLY IN THE NORTHWEST FACE OF A ROCK CLIFF WHICH IS ABOUT
 GY1914'30 FEET HIGH, 61 FEET NORTHEAST OF A SPRING, ABOUT 1 1/2 FEET
 GY1914'ABOVE THE LEVEL OF THE GROUND, AND ABOUT 1/2 FOOT ABOVE THE
 GY1914'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0758 ***********************************************************************
 GZ0758  DESIGNATION -  F 176
 GZ0758  PID         -  GZ0758
 GZ0758  STATE/COUNTY-  KY/LINCOLN
 GZ0758  USGS QUAD   -  CRAB ORCHARD (1952)
 GZ0758
 GZ0758                         *CURRENT SURVEY CONTROL
 GZ0758  ___________________________________________________________________
 GZ0758* NAD 83(1986)-  37 24 03.     (N)    084 34 44.     (W)     SCALED    
 GZ0758* NAVD 88     -       388.868  (meters)    1275.81   (feet)  ADJUSTED  
 GZ0758  ___________________________________________________________________
 GZ0758  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GZ0758  DYNAMIC HT  -         388.564 (meters)    1274.81  (feet)  COMP
 GZ0758  MODELED GRAV-     979,835.9   (mgal)                       NAVD 88
 GZ0758
 GZ0758  VERT ORDER  -  SECOND    CLASS 0
 GZ0758
 GZ0758.The horizontal coordinates were scaled from a topographic map and have
 GZ0758.an estimated accuracy of +/- 6 seconds.
 GZ0758
 GZ0758.The orthometric height was determined by differential leveling
 GZ0758.and adjusted by the National Geodetic Survey in June 1991..
 GZ0758
 GZ0758.The geoid height was determined by GEOID03.
 GZ0758
 GZ0758.The dynamic height is computed by dividing the NAVD 88
 GZ0758.geopotential number by the normal gravity value computed on the
 GZ0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0758.degrees latitude (g = 980.6199 gals.).
 GZ0758
 GZ0758.The modeled gravity was interpolated from observed gravity values.
 GZ0758
 GZ0758;                    North         East    Units  Estimated Accuracy
 GZ0758;SPC KY1Z     - 1,119,130.    1,603,680.      MT  (+/- 180 meters Scaled)
 GZ0758
 GZ0758                          SUPERSEDED SURVEY CONTROL
 GZ0758
 GZ0758  NGVD 29 (??/??/92)  389.010  (m)         1276.28   (f) ADJ UNCH    2 0
 GZ0758
 GZ0758.Superseded values are not recommended for survey control.
 GZ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0758.See file dsdata.txt to determine how the superseded data were derived.
 GZ0758
 GZ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG143420(NAD 83)
 GZ0758_MARKER: DB = BENCH MARK DISK
 GZ0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0758_STAMPING: F 176 1950 1276.277
 GZ0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0758+STABILITY: SURFACE MOTION
 GZ0758
 GZ0758  HISTORY     - Date     Condition        Report By
 GZ0758  HISTORY     - 1950     MONUMENTED       CGS
 GZ0758  HISTORY     - 1958     GOOD             NGS
 GZ0758
 GZ0758                          STATION DESCRIPTION
 GZ0758
 GZ0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0758'4.1 MI NW FROM BROUGHTENTOWN.
 GZ0758'ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GZ0758'BROUGHTENTOWN, THENCE ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD
 GZ0758'THENCE ABOUT 1.1 MILES SOUTH ALONG A DIRT ROAD, ABOUT 0.75
 GZ0758'MILE SOUTHWEST OF THE JUNCTION OF A ROAD SOUTHEAST TO EPHESOS
 GZ0758'CHURCH, AT ALLENS STORE, 60.8 FEET NORTHEAST OF THE NORTHEAST
 GZ0758'CORNER OF A TWO STORY HOUSE, 20 FEET SOUTH OF THE CENTER LINE
 GZ0758'OF THE ROAD, 22 FEET EAST OF A POWER POLE, 9 FEET SOUTHWEST OF A
 GZ0758'40-INCH OAK TREE, 9 1/2 FEET NORTHEAST OF A 36-INCH OAK TREE,
 GZ0758'ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GZ0758'POST PROJECTING 4 INCHES.
 GZ0758
 GZ0758                          STATION RECOVERY (1958)
 GZ0758
 GZ0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1058 ***********************************************************************
 GZ1058  DESIGNATION -  F 177
 GZ1058  PID         -  GZ1058
 GZ1058  STATE/COUNTY-  KY/PULASKI
 GZ1058  USGS QUAD   -  WOODSTOCK (1979)
 GZ1058
 GZ1058                         *CURRENT SURVEY CONTROL
 GZ1058  ___________________________________________________________________
 GZ1058* NAD 83(1986)-  37 18 31.     (N)    084 30 08.     (W)     SCALED    
 GZ1058* NAVD 88     -       338.951  (meters)    1112.04   (feet)  ADJUSTED  
 GZ1058  ___________________________________________________________________
 GZ1058  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GZ1058  DYNAMIC HT  -         338.692 (meters)    1111.19  (feet)  COMP
 GZ1058  MODELED GRAV-     979,857.9   (mgal)                       NAVD 88
 GZ1058
 GZ1058  VERT ORDER  -  SECOND    CLASS 0
 GZ1058
 GZ1058.The horizontal coordinates were scaled from a topographic map and have
 GZ1058.an estimated accuracy of +/- 6 seconds.
 GZ1058
 GZ1058.The orthometric height was determined by differential leveling
 GZ1058.and adjusted by the National Geodetic Survey in June 1991..
 GZ1058
 GZ1058.The geoid height was determined by GEOID03.
 GZ1058
 GZ1058.The dynamic height is computed by dividing the NAVD 88
 GZ1058.geopotential number by the normal gravity value computed on the
 GZ1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1058.degrees latitude (g = 980.6199 gals.).
 GZ1058
 GZ1058.The modeled gravity was interpolated from observed gravity values.
 GZ1058
 GZ1058;                    North         East    Units  Estimated Accuracy
 GZ1058;SPC KY1Z     - 1,108,980.    1,610,610.      MT  (+/- 180 meters Scaled)
 GZ1058
 GZ1058                          SUPERSEDED SURVEY CONTROL
 GZ1058
 GZ1058  NGVD 29 (??/??/92)  339.105  (m)         1112.55   (f) ADJ UNCH    2 0
 GZ1058
 GZ1058.Superseded values are not recommended for survey control.
 GZ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1058.See file dsdata.txt to determine how the superseded data were derived.
 GZ1058
 GZ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG213320(NAD 83)
 GZ1058_MARKER: DB = BENCH MARK DISK
 GZ1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1058_STAMPING: F 177 1950 1112.547
 GZ1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1058+STABILITY: SURFACE MOTION
 GZ1058
 GZ1058  HISTORY     - Date     Condition        Report By
 GZ1058  HISTORY     - 1950     MONUMENTED       CGS
 GZ1058  HISTORY     - 1958     GOOD             NGS
 GZ1058  HISTORY     - 1984     GOOD             KYDT
 GZ1058
 GZ1058                          STATION DESCRIPTION
 GZ1058
 GZ1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1058'1 MI N FROM BANDY.
 GZ1058'ABOUT 1.05 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSSROADS
 GZ1058'AT BANDY, ABOUT 0.35 MILE NORTH OF THE JUNCTION OF A ROAD
 GZ1058'SOUTHWEST AND A 25-FOOT CONCRETE BRIDGE, AT A TWO STORY WHITE
 GZ1058'FRAME HOUSE, 157 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A
 GZ1058'DIM ROAD WEST, 58 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GZ1058'HOUSE, 39 FEET WEST OF THE CENTER LINE OF THE ROAD, 21 FEET
 GZ1058'NORTH OF A FENCE CORNER, 1 1/2 FEET EAST OF A FENCE LINE, 1 1/2
 GZ1058'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 GZ1058'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1058'4 INCHES.
 GZ1058
 GZ1058                          STATION RECOVERY (1958)
 GZ1058
 GZ1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1058'RECOVERED IN GOOD CONDITION.
 GZ1058
 GZ1058                          STATION RECOVERY (1984)
 GZ1058
 GZ1058'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1002 ***********************************************************************
 GZ1002  DESIGNATION -  F 178
 GZ1002  PID         -  GZ1002
 GZ1002  STATE/COUNTY-  KY/PULASKI
 GZ1002  USGS QUAD   -  WOODSTOCK (1979)
 GZ1002
 GZ1002                         *CURRENT SURVEY CONTROL
 GZ1002  ___________________________________________________________________
 GZ1002* NAD 83(1986)-  37 16 51.     (N)    084 36 13.     (W)     SCALED    
 GZ1002* NAVD 88     -       332.519  (meters)    1090.94   (feet)  ADJUSTED  
 GZ1002  ___________________________________________________________________
 GZ1002  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GZ1002  DYNAMIC HT  -         332.261 (meters)    1090.09  (feet)  COMP
 GZ1002  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 GZ1002
 GZ1002  VERT ORDER  -  SECOND    CLASS 0
 GZ1002
 GZ1002.The horizontal coordinates were scaled from a topographic map and have
 GZ1002.an estimated accuracy of +/- 6 seconds.
 GZ1002
 GZ1002.The orthometric height was determined by differential leveling
 GZ1002.and adjusted by the National Geodetic Survey in June 1991..
 GZ1002
 GZ1002.The geoid height was determined by GEOID03.
 GZ1002
 GZ1002.The dynamic height is computed by dividing the NAVD 88
 GZ1002.geopotential number by the normal gravity value computed on the
 GZ1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1002.degrees latitude (g = 980.6199 gals.).
 GZ1002
 GZ1002.The modeled gravity was interpolated from observed gravity values.
 GZ1002
 GZ1002;                    North         East    Units  Estimated Accuracy
 GZ1002;SPC KY1Z     - 1,105,780.    1,601,660.      MT  (+/- 180 meters Scaled)
 GZ1002
 GZ1002                          SUPERSEDED SURVEY CONTROL
 GZ1002
 GZ1002  NGVD 29 (??/??/92)  332.667  (m)         1091.42   (f) ADJ UNCH    2 0
 GZ1002
 GZ1002.Superseded values are not recommended for survey control.
 GZ1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1002.See file dsdata.txt to determine how the superseded data were derived.
 GZ1002
 GZ1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG124287(NAD 83)
 GZ1002_MARKER: DB = BENCH MARK DISK
 GZ1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1002_STAMPING: F 178 1950 1091.425
 GZ1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1002+STABILITY: SURFACE MOTION
 GZ1002
 GZ1002  HISTORY     - Date     Condition        Report By
 GZ1002  HISTORY     - 1950     MONUMENTED       CGS
 GZ1002  HISTORY     - 1958     GOOD             NGS
 GZ1002  HISTORY     - 1984     GOOD             KYDT
 GZ1002
 GZ1002                          STATION DESCRIPTION
 GZ1002
 GZ1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1002'3.1 MI E FROM EUBANK.
 GZ1002'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF
 GZ1002'U.S. HIGHWAY 27 AND EUBANK BAPTIST CHURCH AT EUBANK, AT A
 GZ1002'CROSSROAD, ABOUT 0.1 MILE WEST OF A SCHOOL BUILDING, 134 FEET
 GZ1002'WEST OF THE CENTER OF THE INTERSECTION, 82 FEET NORTHWEST OF THE
 GZ1002'CENTER LINE OF THE ROAD SOUTHWEST, 34 FEET SOUTH OF THE
 GZ1002'CENTER LINE OF THE HIGHWAY, 16 FEET EAST OF THE CENTER LINE OF A
 GZ1002'FARM DRIVE TO A FIELD, 1 1/2 FEET NORTH OF A FENCE LINE, 1 1/2
 GZ1002'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 GZ1002'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GZ1002'INCHES.
 GZ1002
 GZ1002                          STATION RECOVERY (1958)
 GZ1002
 GZ1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1002'RECOVERED IN GOOD CONDITION.
 GZ1002
 GZ1002                          STATION RECOVERY (1984)
 GZ1002
 GZ1002'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0419 ***********************************************************************
 GZ0419  DESIGNATION -  F 179
 GZ0419  PID         -  GZ0419
 GZ0419  STATE/COUNTY-  KY/PULASKI
 GZ0419  USGS QUAD   -  SHOPVILLE (1987)
 GZ0419
 GZ0419                         *CURRENT SURVEY CONTROL
 GZ0419  ___________________________________________________________________
 GZ0419* NAD 83(1986)-  37 13 47.     (N)    084 25 39.     (W)     SCALED    
 GZ0419* NAVD 88     -       311.345  (meters)    1021.47   (feet)  ADJUSTED  
 GZ0419  ___________________________________________________________________
 GZ0419  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GZ0419  DYNAMIC HT  -         311.113 (meters)    1020.71  (feet)  COMP
 GZ0419  MODELED GRAV-     979,874.9   (mgal)                       NAVD 88
 GZ0419
 GZ0419  VERT ORDER  -  SECOND    CLASS 0
 GZ0419
 GZ0419.The horizontal coordinates were scaled from a topographic map and have
 GZ0419.an estimated accuracy of +/- 6 seconds.
 GZ0419
 GZ0419.The orthometric height was determined by differential leveling
 GZ0419.and adjusted by the National Geodetic Survey in June 1991..
 GZ0419
 GZ0419.The geoid height was determined by GEOID03.
 GZ0419
 GZ0419.The dynamic height is computed by dividing the NAVD 88
 GZ0419.geopotential number by the normal gravity value computed on the
 GZ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0419.degrees latitude (g = 980.6199 gals.).
 GZ0419
 GZ0419.The modeled gravity was interpolated from observed gravity values.
 GZ0419
 GZ0419;                    North         East    Units  Estimated Accuracy
 GZ0419;SPC KY1Z     - 1,100,320.    1,617,360.      MT  (+/- 180 meters Scaled)
 GZ0419
 GZ0419                          SUPERSEDED SURVEY CONTROL
 GZ0419
 GZ0419  NGVD 29 (??/??/92)  311.512  (m)         1022.02   (f) ADJ UNCH    2 0
 GZ0419
 GZ0419.Superseded values are not recommended for survey control.
 GZ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0419.See file dsdata.txt to determine how the superseded data were derived.
 GZ0419
 GZ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG282234(NAD 83)
 GZ0419_MARKER: DB = BENCH MARK DISK
 GZ0419_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0419_SP_SET: ROCK OUTCROP
 GZ0419_STAMPING: F 179 1950 1022.019
 GZ0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0419+STABILITY: POSITION/ELEVATION WELL
 GZ0419
 GZ0419  HISTORY     - Date     Condition        Report By
 GZ0419  HISTORY     - 1950     MONUMENTED       CGS
 GZ0419  HISTORY     - 1958     GOOD             NGS
 GZ0419
 GZ0419                          STATION DESCRIPTION
 GZ0419
 GZ0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0419'7 MI N FROM SHOPVILLE.
 GZ0419'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0419'SHOPVILLE, THENCE ABOUT 1.45 MILES NORTHEAST ALONG A GRAVEL
 GZ0419'ROAD, THENCE ABOUT 0.6 MILE NORTHWEST ALONG A GRAVEL ROAD,
 GZ0419'THENCE ABOUT 3.55 MILES NORTH ALONG STATE HIGHWAY 461, THENCE
 GZ0419'ABOUT 1.1 MILES EAST AND NORTHEAST ALONG A POOR ROCKY ROAD
 GZ0419'LEADING TO PLATO, ABOUT 0.65 MILE SOUTHWEST OF STORE AND POST
 GZ0419'OFFICE AT PLATO, AT A SMALL TWO ROOM FRAME HOUSE, SET IN THE TOP OF
 GZ0419'AN OUTCROP OF LIMESTONE, 42 FEET EAST OF THE EAST CORNER OF THE
 GZ0419'HOUSE, 45 FEET SOUTHEAST OF THE NORTH CORNER OF LAWN FENCE, 30
 GZ0419'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 29 FEET EAST OF A
 GZ0419'16-INCH BLACK WALNUT TREE, AND ABOUT LEVEL WITH THE ROAD.
 GZ0419'NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT LEVEL GREEN,
 GZ0419'ROCKCASTLE COUNTY BY GOING ABOUT 2.6 MILES SOUTH ALONG STATE
 GZ0419'HIGHWAY 461, THENCE ABOUT 1.3 MILES SOUTHEAST ALONG A POOR
 GZ0419'ROAD TO ROAD JUNCTION AND POST OFFICE AT PLATO, THENCE ABOUT 0.65
 GZ0419'MILE SOUTHWEST ALONG A POOR ROCKY ROAD.
 GZ0419
 GZ0419                          STATION RECOVERY (1958)
 GZ0419
 GZ0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0420 ***********************************************************************
 HB0420  DESIGNATION -  F 18
 HB0420  PID         -  HB0420
 HB0420  STATE/COUNTY-  KY/MCCRACKEN
 HB0420  USGS QUAD   -  PADUCAH EAST (1982)
 HB0420
 HB0420                         *CURRENT SURVEY CONTROL
 HB0420  ___________________________________________________________________
 HB0420* NAD 83(1986)-  37 04 50.     (N)    088 36 14.     (W)     SCALED    
 HB0420* NAVD 88     -       103.379  (meters)     339.17   (feet)  ADJUSTED  
 HB0420  ___________________________________________________________________
 HB0420  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HB0420  DYNAMIC HT  -         103.304 (meters)     338.92  (feet)  COMP
 HB0420  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 HB0420
 HB0420  VERT ORDER  -  FIRST     CLASS I
 HB0420
 HB0420.The horizontal coordinates were scaled from a topographic map and have
 HB0420.an estimated accuracy of +/- 6 seconds.
 HB0420
 HB0420.The orthometric height was determined by differential leveling
 HB0420.and adjusted by the National Geodetic Survey in June 1991..
 HB0420.WARNING-Repeat measurements at this control monument indicate possible
 HB0420.vertical movement.
 HB0420
 HB0420.The geoid height was determined by GEOID03.
 HB0420
 HB0420.The dynamic height is computed by dividing the NAVD 88
 HB0420.geopotential number by the normal gravity value computed on the
 HB0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0420.degrees latitude (g = 980.6199 gals.).
 HB0420
 HB0420.The modeled gravity was interpolated from observed gravity values.
 HB0420
 HB0420;                    North         East    Units  Estimated Accuracy
 HB0420;SPC KY1Z     - 1,086,810.    1,246,280.      MT  (+/- 180 meters Scaled)
 HB0420
 HB0420                          SUPERSEDED SURVEY CONTROL
 HB0420
 HB0420  NGVD 29 (??/??/??)  103.396  (m)          339.23   (f) ADJUSTED    1 1
 HB0420
 HB0420.Superseded values are not recommended for survey control.
 HB0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0420.See file dsdata.txt to determine how the superseded data were derived.
 HB0420
 HB0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG574050(NAD 83)
 HB0420_MARKER: DB = BENCH MARK DISK
 HB0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0420_STAMPING: F 18 1933
 HB0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0420+STABILITY: SURFACE MOTION
 HB0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0420+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 HB0420
 HB0420  HISTORY     - Date     Condition        Report By
 HB0420  HISTORY     - 1933     MONUMENTED       CGS
 HB0420  HISTORY     - 1968     GOOD             CGS
 HB0420  HISTORY     - 1972     GOOD             NGS
 HB0420  HISTORY     - 20031008 GOOD             USPSQD
 HB0420
 HB0420                          STATION DESCRIPTION
 HB0420
 HB0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0420'0.6 MI S FROM PADUCAH.
 HB0420'ABOUT 0.35 MILE SOUTHWEST ALONG BROADWAY FROM THE POST OFFICE
 HB0420'AT PADUCAH, THENCE 0.2 MILE SOUTHEAST ALONG MURRELL BOULEVARD,
 HB0420'74 FEET NORTH OF THE CORNERSTONE OF THE WALTER C. JETTON JUNIOR
 HB0420'HIGH SCHOOL BUILDING, 17 FEET SOUTHWEST OF THE SOUTHWEST CONCRETE
 HB0420'CURB OF THE BOULEVARD, 58 FEET SOUTHEAST OF THE CENTERLINE OF
 HB0420'CLARK STREET, 6.2 FEET NORTHEAST OF THE CONCRETE FOUNDATION FOR
 HB0420'A FLAG POLE, ABOUT 2 FEET ABOVE THE LEVEL OF THE BOULEVARD, AND
 HB0420'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE
 HB0420'OF THE GROUND.
 HB0420
 HB0420                          STATION RECOVERY (1972)
 HB0420
 HB0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0420'RECOVERED IN GOOD CONDITION.
 HB0420
 HB0420                          STATION RECOVERY (2003)
 HB0420
 HB0420'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1085 ***********************************************************************
 GZ1085  DESIGNATION -  F 180
 GZ1085  PID         -  GZ1085
 GZ1085  STATE/COUNTY-  KY/PULASKI
 GZ1085  USGS QUAD   -  BOBTOWN (1987)
 GZ1085
 GZ1085                         *CURRENT SURVEY CONTROL
 GZ1085  ___________________________________________________________________
 GZ1085* NAD 83(1986)-  37 09 10.     (N)    084 31 22.     (W)     SCALED    
 GZ1085* NAVD 88     -       291.024  (meters)     954.80   (feet)  ADJUSTED  
 GZ1085  ___________________________________________________________________
 GZ1085  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GZ1085  DYNAMIC HT  -         290.801 (meters)     954.07  (feet)  COMP
 GZ1085  MODELED GRAV-     979,855.1   (mgal)                       NAVD 88
 GZ1085
 GZ1085  VERT ORDER  -  SECOND    CLASS 0
 GZ1085
 GZ1085.The horizontal coordinates were scaled from a topographic map and have
 GZ1085.an estimated accuracy of +/- 6 seconds.
 GZ1085
 GZ1085.The orthometric height was determined by differential leveling
 GZ1085.and adjusted by the National Geodetic Survey in June 1991..
 GZ1085
 GZ1085.The geoid height was determined by GEOID03.
 GZ1085
 GZ1085.The dynamic height is computed by dividing the NAVD 88
 GZ1085.geopotential number by the normal gravity value computed on the
 GZ1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1085.degrees latitude (g = 980.6199 gals.).
 GZ1085
 GZ1085.The modeled gravity was interpolated from observed gravity values.
 GZ1085
 GZ1085;                    North         East    Units  Estimated Accuracy
 GZ1085;SPC KY1Z     - 1,091,660.    1,609,010.      MT  (+/- 180 meters Scaled)
 GZ1085
 GZ1085                          SUPERSEDED SURVEY CONTROL
 GZ1085
 GZ1085  NGVD 29 (??/??/92)  291.188  (m)          955.34   (f) ADJ UNCH    2 0
 GZ1085
 GZ1085.Superseded values are not recommended for survey control.
 GZ1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1085.See file dsdata.txt to determine how the superseded data were derived.
 GZ1085
 GZ1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG199146(NAD 83)
 GZ1085_MARKER: DB = BENCH MARK DISK
 GZ1085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1085_SP_SET: CULVERT
 GZ1085_STAMPING: F 180 1950 955.339
 GZ1085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1085+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 GZ1085
 GZ1085  HISTORY     - Date     Condition        Report By
 GZ1085  HISTORY     - 1950     MONUMENTED       CGS
 GZ1085  HISTORY     - 1957     GOOD             NGS
 GZ1085  HISTORY     - 1983     GOOD             KYDT
 GZ1085  HISTORY     - 20050509 GOOD             KYDT
 GZ1085
 GZ1085                          STATION DESCRIPTION
 GZ1085
 GZ1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ1085'2.2 MI W FROM SHOPVILLE.
 GZ1085'2.2 MILES WEST ALONG STATE HIGHWAY 80 FROM THE PUBLIC SCHOOL
 GZ1085'AT SHOPVILLE, PULASKI COUNTY, AT THE JUNCTION OF STATE HIGHWAY
 GZ1085'461, 448 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 70.5 FEET
 GZ1085'NORTHEAST OF THE NORTH CORNER OF A CONCRETE-BLOCK STORE BUILDING,
 GZ1085'AT A 17 FOOT CONCRETE CULVERT UNDER STATE HIGHWAY 461, IN THE
 GZ1085'TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL, 12.5 FEET
 GZ1085'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT
 GZ1085'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F180 1950.
 GZ1085
 GZ1085                          STATION RECOVERY (1983)
 GZ1085
 GZ1085'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1085'RECOVERED IN GOOD CONDITION.
 GZ1085
 GZ1085                          STATION RECOVERY (2005)
 GZ1085
 GZ1085'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1085'MARK IS 0.6 MILE NORTHEAST ALONG BARNESBURG ROAD (OLD KY 80) FROM
 GZ1085'JUNCTION OF KY 1317, AT JUNCTION OF ROAD NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0307 ***********************************************************************
 GZ0307  DESIGNATION -  F 181
 GZ0307  PID         -  GZ0307
 GZ0307  STATE/COUNTY-  KY/LAUREL
 GZ0307  USGS QUAD   -  LONDON (1969)
 GZ0307
 GZ0307                         *CURRENT SURVEY CONTROL
 GZ0307  ___________________________________________________________________
 GZ0307* NAD 83(1986)-  37 11 20.     (N)    084 06 03.     (W)     SCALED    
 GZ0307* NAVD 88     -       357.721  (meters)    1173.62   (feet)  ADJUSTED  
 GZ0307  ___________________________________________________________________
 GZ0307  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GZ0307  DYNAMIC HT  -         357.441 (meters)    1172.70  (feet)  COMP
 GZ0307  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 GZ0307
 GZ0307  VERT ORDER  -  SECOND    CLASS 0
 GZ0307
 GZ0307.The horizontal coordinates were scaled from a topographic map and have
 GZ0307.an estimated accuracy of +/- 6 seconds.
 GZ0307
 GZ0307.The orthometric height was determined by differential leveling
 GZ0307.and adjusted by the National Geodetic Survey in June 1991..
 GZ0307
 GZ0307.The geoid height was determined by GEOID03.
 GZ0307
 GZ0307.The dynamic height is computed by dividing the NAVD 88
 GZ0307.geopotential number by the normal gravity value computed on the
 GZ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0307.degrees latitude (g = 980.6199 gals.).
 GZ0307
 GZ0307.The modeled gravity was interpolated from observed gravity values.
 GZ0307
 GZ0307;                    North         East    Units  Estimated Accuracy
 GZ0307;SPC KY1Z     - 1,096,250.    1,646,420.      MT  (+/- 180 meters Scaled)
 GZ0307
 GZ0307                          SUPERSEDED SURVEY CONTROL
 GZ0307
 GZ0307  NGVD 29 (??/??/92)  357.876  (m)         1174.13   (f) ADJ UNCH    2 0
 GZ0307
 GZ0307.Superseded values are not recommended for survey control.
 GZ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0307.See file dsdata.txt to determine how the superseded data were derived.
 GZ0307
 GZ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG573197(NAD 83)
 GZ0307_MARKER: DB = BENCH MARK DISK
 GZ0307_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0307_SP_SET: STONE OUTCROP
 GZ0307_STAMPING: F 181 1950 1174.131
 GZ0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0307+STABILITY: POSITION/ELEVATION WELL
 GZ0307
 GZ0307  HISTORY     - Date     Condition        Report By
 GZ0307  HISTORY     - 1950     MONUMENTED       CGS
 GZ0307  HISTORY     - 1957     GOOD             NGS
 GZ0307
 GZ0307                          STATION DESCRIPTION
 GZ0307
 GZ0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0307'1.3 MI NE FROM EAST BERNSTADT.
 GZ0307'ABOUT 0.2 MILES SOUTH ALONG U.S. HIGHWAY 25 FROM THE LOUISVILLE
 GZ0307'AND NASHVILLE RAILROAD STATION AT EAST BERNSTADT, THENCE ABOUT
 GZ0307'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 30, ABOUT 0.75 MILE
 GZ0307'NORTHEAST OF EAST BERNSTADT SCHOOL, AT THE JUNCTION OF A GRAVEL
 GZ0307'ROAD SOUTH, ABOUT 0.4 MILE NORTHEAST OF A CROSSROAD, SET IN THE
 GZ0307'TOP OF A FLAT OUTCROP OF SANDSTONE, 80 FEET NORTH OF THE NORTH
 GZ0307'CORNER OF A WHITE FRAME HOUES, 74 FEET SOUTH OF THE CENTER
 GZ0307'OF THE JUNCTION, 67 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GZ0307'HIGHWAY, 31 FEET WEST OF THE CENTER LINE OF GRAVEL ROAD SOUTH,
 GZ0307'14.8 FEET NORTH OF THE NORTHEAST CORNER OF LAWN FENCE, 2 FEET
 GZ0307'SOUTHWEST OF NORTHEAST EDGE OF OUTCROP AND ABOUT LEVEL WITH
 GZ0307'THE HIGHWAY.  NOTE-- THE MARK IS MUTILATED BUT SOLID.
 GZ0307
 GZ0307                          STATION RECOVERY (1957)
 GZ0307
 GZ0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0286 ***********************************************************************
 GZ0286  DESIGNATION -  F 182
 GZ0286  PID         -  GZ0286
 GZ0286  STATE/COUNTY-  KY/LAUREL
 GZ0286  USGS QUAD   -  LIVINGSTON (1969)
 GZ0286
 GZ0286                         *CURRENT SURVEY CONTROL
 GZ0286  ___________________________________________________________________
 GZ0286* NAD 83(1986)-  37 17 57.     (N)    084 09 23.     (W)     SCALED    
 GZ0286* NAVD 88     -       282.126  (meters)     925.61   (feet)  ADJUSTED  
 GZ0286  ___________________________________________________________________
 GZ0286  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GZ0286  DYNAMIC HT  -         281.913 (meters)     924.91  (feet)  COMP
 GZ0286  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 GZ0286
 GZ0286  VERT ORDER  -  SECOND    CLASS 0
 GZ0286
 GZ0286.The horizontal coordinates were scaled from a topographic map and have
 GZ0286.an estimated accuracy of +/- 6 seconds.
 GZ0286
 GZ0286.The orthometric height was determined by differential leveling
 GZ0286.and adjusted by the National Geodetic Survey in June 1991..
 GZ0286
 GZ0286.The geoid height was determined by GEOID03.
 GZ0286
 GZ0286.The dynamic height is computed by dividing the NAVD 88
 GZ0286.geopotential number by the normal gravity value computed on the
 GZ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0286.degrees latitude (g = 980.6199 gals.).
 GZ0286
 GZ0286.The modeled gravity was interpolated from observed gravity values.
 GZ0286
 GZ0286;                    North         East    Units  Estimated Accuracy
 GZ0286;SPC KY1Z     - 1,108,400.    1,641,280.      MT  (+/- 180 meters Scaled)
 GZ0286
 GZ0286                          SUPERSEDED SURVEY CONTROL
 GZ0286
 GZ0286  NGVD 29 (??/??/92)  282.288  (m)          926.14   (f) ADJ UNCH    2 0
 GZ0286
 GZ0286.Superseded values are not recommended for survey control.
 GZ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0286.See file dsdata.txt to determine how the superseded data were derived.
 GZ0286
 GZ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG520318(NAD 83)
 GZ0286_MARKER: DB = BENCH MARK DISK
 GZ0286_SETTING: 0 = UNSPECIFIED SETTING
 GZ0286_STAMPING: F 182 1950 926.140
 GZ0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0286+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 GZ0286
 GZ0286  HISTORY     - Date     Condition        Report By
 GZ0286  HISTORY     - 1950     MONUMENTED       CGS
 GZ0286  HISTORY     - 1957     GOOD             NGS
 GZ0286  HISTORY     - 20050425 GOOD             KYTC
 GZ0286
 GZ0286                          STATION DESCRIPTION
 GZ0286
 GZ0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0286'4.7 MI NW FROM VICTORY.
 GZ0286'ABOUT 4.7 MILES NORTHWEST ALONG U.S. HIGHWAY 25 FROM THE POST
 GZ0286'OFFICE AT VICTORY, ABOUT 0.6 MILE NORTHWEST OF A BRIDGE OVER
 GZ0286'SCOTTS BRANCH, ABOUT 0.25 MILE SOUTHEAST OF A BRIDGE OVER
 GZ0286'ROCKCASTLE RIVER AND THE LAUREL-ROCKCASTLE COUNTY LINE, SET
 GZ0286'VERTICALLY IN FACE OF AN OUTCROPPING STONE LEDGE, 137 FEET
 GZ0286'NORTHWEST OF THE CENTER OF THE JUNCTION OF HIGHWAY AND A DIM
 GZ0286'TRAIL NORTHEAST, 117 FEET NORTHWEST OF THE NORTHWEST END OF THE
 GZ0286'NORTHEAST HEAD WALL OF AN 18-INCH PIPE CULVERT, 32 FEET
 GZ0286'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET NORTHWEST
 GZ0286'OF A TRIANGULAR BLAZED 9-INCH OAK TREE, AND ABOUT 6 FEET ABOVE
 GZ0286'THE HIGHWAY.
 GZ0286
 GZ0286                          STATION RECOVERY (1957)
 GZ0286
 GZ0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0286'RECOVERED IN GOOD CONDITION.
 GZ0286
 GZ0286                          STATION RECOVERY (2005)
 GZ0286
 GZ0286'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2656 ***********************************************************************
 GY2656  DESIGNATION -  F 183
 GY2656  PID         -  GY2656
 GY2656  STATE/COUNTY-  KY/LAUREL
 GY2656  USGS QUAD   -  PORTERSBURG (1979)
 GY2656
 GY2656                         *CURRENT SURVEY CONTROL
 GY2656  ___________________________________________________________________
 GY2656* NAD 83(1986)-  37 07 36.     (N)    083 57 21.     (W)     SCALED    
 GY2656* NAVD 88     -       360.777  (meters)    1183.65   (feet)  ADJUSTED  
 GY2656  ___________________________________________________________________
 GY2656  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GY2656  DYNAMIC HT  -         360.487 (meters)    1182.70  (feet)  COMP
 GY2656  MODELED GRAV-     979,815.3   (mgal)                       NAVD 88
 GY2656
 GY2656  VERT ORDER  -  SECOND    CLASS 0
 GY2656
 GY2656.The horizontal coordinates were scaled from a topographic map and have
 GY2656.an estimated accuracy of +/- 6 seconds.
 GY2656
 GY2656.The orthometric height was determined by differential leveling
 GY2656.and adjusted by the National Geodetic Survey in June 1991..
 GY2656
 GY2656.The geoid height was determined by GEOID03.
 GY2656
 GY2656.The dynamic height is computed by dividing the NAVD 88
 GY2656.geopotential number by the normal gravity value computed on the
 GY2656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2656.degrees latitude (g = 980.6199 gals.).
 GY2656
 GY2656.The modeled gravity was interpolated from observed gravity values.
 GY2656
 GY2656;                    North         East    Units  Estimated Accuracy
 GY2656;SPC KY1Z     - 1,089,580.    1,659,430.      MT  (+/- 180 meters Scaled)
 GY2656
 GY2656                          SUPERSEDED SURVEY CONTROL
 GY2656
 GY2656  NGVD 29 (??/??/92)  360.929  (m)         1184.15   (f) ADJ UNCH    2 0
 GY2656
 GY2656.Superseded values are not recommended for survey control.
 GY2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2656.See file dsdata.txt to determine how the superseded data were derived.
 GY2656
 GY2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB374130(NAD 83)
 GY2656_MARKER: DB = BENCH MARK DISK
 GY2656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2656_STAMPING: F 183 1950 1184.148
 GY2656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2656+STABILITY: SURFACE MOTION
 GY2656
 GY2656  HISTORY     - Date     Condition        Report By
 GY2656  HISTORY     - 1950     MONUMENTED       CGS
 GY2656  HISTORY     - 1957     GOOD             NGS
 GY2656
 GY2656                          STATION DESCRIPTION
 GY2656
 GY2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2656'4 MI NW FROM LIDA.
 GY2656'ABOUT 1.35 MILES NORTHWEST ALONG A DIRT ROAD FROM THE PROVIDENCE
 GY2656'BAPTIST CHURCH AT LIDA, THENCE ABOUT 2.65 MILES NORTHWEST ALONG
 GY2656'A GRAVEL ROAD, AT THE JUNCTION OF A DIRT ROAD NORTH AND TURN IN
 GY2656'GRAVEL ROAD WITH TANGENTS EAST AND SOUTH, 89 FEET WEST AND ACROSS
 GY2656'SOUTH TANGENT OF ROAD FROM THE NORTHWEST CORNER OF A BARN, 45 FEET
 GY2656'SOUTHWEST OF THE CENTER OF THE JUNCTION, 23 FEET WEST OF THE
 GY2656'CENTER LINE OF THE GRAVEL ROAD SOUTH, 17 FEET NORTH OF THE CENTER
 GY2656'LINE OF A FARM GATE ACROSS A DRIVE TO A FIELD, 1 1/2 FEET EAST
 GY2656'OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 GY2656'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 GY2656'POST PROJECTING 4 INCHES.
 GY2656
 GY2656                          STATION RECOVERY (1957)
 GY2656
 GY2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0317 ***********************************************************************
 GZ0317  DESIGNATION -  F 184
 GZ0317  PID         -  GZ0317
 GZ0317  STATE/COUNTY-  KY/JACKSON
 GZ0317  USGS QUAD   -  PARROT (1976)
 GZ0317
 GZ0317                         *CURRENT SURVEY CONTROL
 GZ0317  ___________________________________________________________________
 GZ0317* NAD 83(1986)-  37 16 41.     (N)    084 03 07.     (W)     SCALED    
 GZ0317* NAVD 88     -       292.706  (meters)     960.32   (feet)  ADJUSTED  
 GZ0317  ___________________________________________________________________
 GZ0317  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GZ0317  DYNAMIC HT  -         292.478 (meters)     959.57  (feet)  COMP
 GZ0317  MODELED GRAV-     979,843.8   (mgal)                       NAVD 88
 GZ0317
 GZ0317  VERT ORDER  -  SECOND    CLASS 0
 GZ0317
 GZ0317.The horizontal coordinates were scaled from a topographic map and have
 GZ0317.an estimated accuracy of +/- 6 seconds.
 GZ0317
 GZ0317.The orthometric height was determined by differential leveling
 GZ0317.and adjusted by the National Geodetic Survey in June 1991..
 GZ0317
 GZ0317.The geoid height was determined by GEOID03.
 GZ0317
 GZ0317.The dynamic height is computed by dividing the NAVD 88
 GZ0317.geopotential number by the normal gravity value computed on the
 GZ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0317.degrees latitude (g = 980.6199 gals.).
 GZ0317
 GZ0317.The modeled gravity was interpolated from observed gravity values.
 GZ0317
 GZ0317;                    North         East    Units  Estimated Accuracy
 GZ0317;SPC KY1Z     - 1,106,220.    1,650,580.      MT  (+/- 180 meters Scaled)
 GZ0317
 GZ0317                          SUPERSEDED SURVEY CONTROL
 GZ0317
 GZ0317  NGVD 29 (??/??/92)  292.865  (m)          960.84   (f) ADJ UNCH    2 0
 GZ0317
 GZ0317.Superseded values are not recommended for survey control.
 GZ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0317.See file dsdata.txt to determine how the superseded data were derived.
 GZ0317
 GZ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG613297(NAD 83)
 GZ0317_MARKER: DB = BENCH MARK DISK
 GZ0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0317_SP_SET: CULVERT
 GZ0317_STAMPING: F 184 1950 960.841
 GZ0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0317+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 GZ0317
 GZ0317  HISTORY     - Date     Condition        Report By
 GZ0317  HISTORY     - 1950     MONUMENTED       CGS
 GZ0317  HISTORY     - 1957     GOOD             NGS
 GZ0317  HISTORY     - 20050425 GOOD             KYTC
 GZ0317
 GZ0317                          STATION DESCRIPTION
 GZ0317
 GZ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0317'1 MI SW FROM PEOPLES.
 GZ0317'ABOUT 1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE
 GZ0317'POST OFFICE AT PEOPLES, ABOUT 0.75 MILE SOUTHWEST OF A BRIDGE
 GZ0317'OVER POND CREEK, AT THE JUNCTION OF A ROAD SOUTHEAST, SET
 GZ0317'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A
 GZ0317'6-FOOT CONCRETE BOX CULVERT, 46 1/2 FEET SOUTH OF THE CENTER
 GZ0317'OF THE JUNCTION, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GZ0317'ROAD SOUTHEAST, 20 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 GZ0317'THE HIGHWAY AND ABOUT 2 FEET BELOW THE HIGHWAY.
 GZ0317
 GZ0317                          STATION RECOVERY (1957)
 GZ0317
 GZ0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0317'RECOVERED IN GOOD CONDITION.
 GZ0317
 GZ0317                          STATION RECOVERY (2005)
 GZ0317
 GZ0317'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2651 ***********************************************************************
 GY2651  DESIGNATION -  F 185
 GY2651  PID         -  GY2651
 GY2651  STATE/COUNTY-  KY/CLAY
 GY2651  USGS QUAD   -  MANCHESTER (1979)
 GY2651
 GY2651                         *CURRENT SURVEY CONTROL
 GY2651  ___________________________________________________________________
 GY2651* NAD 83(1986)-  37 14 28.     (N)    083 50 06.     (W)     SCALED    
 GY2651* NAVD 88     -       306.868  (meters)    1006.78   (feet)  ADJUSTED  
 GY2651  ___________________________________________________________________
 GY2651  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GY2651  DYNAMIC HT  -         306.628 (meters)    1006.00  (feet)  COMP
 GY2651  MODELED GRAV-     979,840.6   (mgal)                       NAVD 88
 GY2651
 GY2651  VERT ORDER  -  SECOND    CLASS 0
 GY2651
 GY2651.The horizontal coordinates were scaled from a topographic map and have
 GY2651.an estimated accuracy of +/- 6 seconds.
 GY2651
 GY2651.The orthometric height was determined by differential leveling
 GY2651.and adjusted by the National Geodetic Survey in June 1991..
 GY2651
 GY2651.The geoid height was determined by GEOID03.
 GY2651
 GY2651.The dynamic height is computed by dividing the NAVD 88
 GY2651.geopotential number by the normal gravity value computed on the
 GY2651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2651.degrees latitude (g = 980.6199 gals.).
 GY2651
 GY2651.The modeled gravity was interpolated from observed gravity values.
 GY2651
 GY2651;                    North         East    Units  Estimated Accuracy
 GY2651;SPC KY1Z     - 1,102,490.    1,669,900.      MT  (+/- 180 meters Scaled)
 GY2651
 GY2651                          SUPERSEDED SURVEY CONTROL
 GY2651
 GY2651  NGVD 29 (??/??/92)  307.025  (m)         1007.30   (f) ADJ UNCH    2 0
 GY2651
 GY2651.Superseded values are not recommended for survey control.
 GY2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2651.See file dsdata.txt to determine how the superseded data were derived.
 GY2651
 GY2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB485253(NAD 83)
 GY2651_MARKER: DB = BENCH MARK DISK
 GY2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2651_STAMPING: F 185 1950 1007.298
 GY2651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2651+STABILITY: SURFACE MOTION
 GY2651
 GY2651  HISTORY     - Date     Condition        Report By
 GY2651  HISTORY     - 1950     MONUMENTED       CGS
 GY2651  HISTORY     - 1957     GOOD             NGS
 GY2651
 GY2651                          STATION DESCRIPTION
 GY2651
 GY2651'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2651'0.9 MI W FROM BURNING SPRINGS.
 GY2651'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 472 FROM THE JUNCTION
 GY2651'OF U.S. HIGHWAY 421 AT BURNING SPRINGS, ABOUT 0.1 MILE EAST OF
 GY2651'MACEDONIA CHURCH AND CEMETERY, AT A DRIVE NORTH INTO A CLEARING,
 GY2651'22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET NORTHWEST
 GY2651'OF THE NORTH END OF A 24-INCH PIPE CULVERT UNDER HIGHWAY, 9 FEET
 GY2651'WEST OF THE CENTER LINE OF THE DRIVE, 1 1/2 FEET NORTH OF A FENCE
 GY2651'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 GY2651'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GY2651'INCHES.
 GY2651
 GY2651                          STATION RECOVERY (1957)
 GY2651
 GY2651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2455 ***********************************************************************
 GY2455  DESIGNATION -  F 187
 GY2455  PID         -  GY2455
 GY2455  STATE/COUNTY-  KY/CLAY
 GY2455  USGS QUAD   -  BIG CREEK (1979)
 GY2455
 GY2455                         *CURRENT SURVEY CONTROL
 GY2455  ___________________________________________________________________
 GY2455* NAD 83(1986)-  37 09 41.     (N)    083 33 51.     (W)     SCALED    
 GY2455* NAVD 88     -       260.972  (meters)     856.21   (feet)  ADJUSTED  
 GY2455  ___________________________________________________________________
 GY2455  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GY2455  DYNAMIC HT  -         260.761 (meters)     855.51  (feet)  COMP
 GY2455  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 GY2455
 GY2455  VERT ORDER  -  SECOND    CLASS 0
 GY2455
 GY2455.The horizontal coordinates were scaled from a topographic map and have
 GY2455.an estimated accuracy of +/- 6 seconds.
 GY2455
 GY2455.The orthometric height was determined by differential leveling
 GY2455.and adjusted by the National Geodetic Survey in June 1991..
 GY2455
 GY2455.The geoid height was determined by GEOID03.
 GY2455
 GY2455.The dynamic height is computed by dividing the NAVD 88
 GY2455.geopotential number by the normal gravity value computed on the
 GY2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2455.degrees latitude (g = 980.6199 gals.).
 GY2455
 GY2455.The modeled gravity was interpolated from observed gravity values.
 GY2455
 GY2455;                    North         East    Units  Estimated Accuracy
 GY2455;SPC KY1Z     - 1,094,180.    1,694,130.      MT  (+/- 180 meters Scaled)
 GY2455
 GY2455                          SUPERSEDED SURVEY CONTROL
 GY2455
 GY2455  NGVD 29 (??/??/92)  261.13   (m)          856.7    (f) COMPUTED    2 0
 GY2455
 GY2455.Superseded values are not recommended for survey control.
 GY2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2455.See file dsdata.txt to determine how the superseded data were derived.
 GY2455
 GY2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB723158(NAD 83)
 GY2455_MARKER: DB = BENCH MARK DISK
 GY2455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2455_SP_SET: BRIDGE
 GY2455_STAMPING: F 187 1950 856.727
 GY2455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2455+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 GY2455
 GY2455  HISTORY     - Date     Condition        Report By
 GY2455  HISTORY     - 1950     MONUMENTED       CGS
 GY2455  HISTORY     - 1957     GOOD             NGS
 GY2455  HISTORY     - 20020328 GOOD             KYDT
 GY2455
 GY2455                          STATION DESCRIPTION
 GY2455
 GY2455'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2455'0.3 MI E FROM BIG CREEK.
 GY2455'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GY2455'AT BIG CREEK, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GY2455'HEAD WALL OF A HIGHWAY BRIDGE OVER SPENCERS BRANCH, 106 FEET
 GY2455'NORTHEAST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD SOUTHEAST,
 GY2455'ABOUT 0.75 MILE WEST OF THE LESLIE-CLAY COUNTY LINE, 13 FEET
 GY2455'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT
 GY2455'ABOVE HIGHWAY LEVEL.
 GY2455
 GY2455                          STATION RECOVERY (1957)
 GY2455
 GY2455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2455'RECOVERED IN GOOD CONDITION.
 GY2455
 GY2455                          STATION RECOVERY (2002)
 GY2455
 GY2455'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2677 ***********************************************************************
 GY2677  DESIGNATION -  F 189
 GY2677  PID         -  GY2677
 GY2677  STATE/COUNTY-  KY/CLAY
 GY2677  USGS QUAD   -  HIMA (1979)
 GY2677
 GY2677                         *CURRENT SURVEY CONTROL
 GY2677  ___________________________________________________________________
 GY2677* NAD 83(1986)-  37 04 19.     (N)    083 52 13.     (W)     SCALED    
 GY2677* NAVD 88     -       307.876  (meters)    1010.09   (feet)  ADJUSTED  
 GY2677  ___________________________________________________________________
 GY2677  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GY2677  DYNAMIC HT  -         307.628 (meters)    1009.28  (feet)  COMP
 GY2677  MODELED GRAV-     979,817.3   (mgal)                       NAVD 88
 GY2677
 GY2677  VERT ORDER  -  SECOND    CLASS 0
 GY2677
 GY2677.The horizontal coordinates were scaled from a topographic map and have
 GY2677.an estimated accuracy of +/- 6 seconds.
 GY2677
 GY2677.The orthometric height was determined by differential leveling
 GY2677.and adjusted by the National Geodetic Survey in June 1991..
 GY2677
 GY2677.The geoid height was determined by GEOID03.
 GY2677
 GY2677.The dynamic height is computed by dividing the NAVD 88
 GY2677.geopotential number by the normal gravity value computed on the
 GY2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2677.degrees latitude (g = 980.6199 gals.).
 GY2677
 GY2677.The modeled gravity was interpolated from observed gravity values.
 GY2677
 GY2677;                    North         East    Units  Estimated Accuracy
 GY2677;SPC KY1Z     - 1,083,660.    1,667,150.      MT  (+/- 180 meters Scaled)
 GY2677
 GY2677                          SUPERSEDED SURVEY CONTROL
 GY2677
 GY2677  NGVD 29 (??/??/92)  308.031  (m)         1010.60   (f) ADJ UNCH    2 0
 GY2677
 GY2677.Superseded values are not recommended for survey control.
 GY2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2677.See file dsdata.txt to determine how the superseded data were derived.
 GY2677
 GY2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB448067(NAD 83)
 GY2677_MARKER: DB = BENCH MARK DISK
 GY2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2677_STAMPING: F 189 1950 1010.598
 GY2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2677+STABILITY: SURFACE MOTION
 GY2677
 GY2677  HISTORY     - Date     Condition        Report By
 GY2677  HISTORY     - 1950     MONUMENTED       CGS
 GY2677  HISTORY     - 1957     GOOD             NGS
 GY2677
 GY2677                          STATION DESCRIPTION
 GY2677
 GY2677'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2677'4.9 MI W FROM COTTONGIN.
 GY2677'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 11 FROM BRIDGE OVER
 GY2677'GOOSE CREEK AT COTTONGIN, THENCE ABOUT 1.0 MILE NORTHWEST ALONG
 GY2677'A DIRT ROAD, THENCE ABOUT 3.75 MILES WEST ALONG A DIM ROAD, AT
 GY2677'THE JUNCTION OF A ROAD SOUTHEAST, 55 FEET EAST OF THE CENTER OF
 GY2677'THE JUNCTION, 22 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 GY2677'ROAD SOUTHEAST, 36 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GY2677'ROAD, 10 1/2 FEET SOUTHEAST OF A TRIANGULAR BLAZED 9-INCH ELM TREE
 GY2677'IN A FENCE CORNER, 1 1/2 FEET SOUTHWEST OF A FENCE LINE, ABOUT
 GY2677'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GY2677'PROJECTING 6 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE POST
 GY2677'OFFICE AT BLACKWATER, LAUREL COUNTY BY GOING ABOUT 1.65 MILES
 GY2677'EAST ALONG A TRAIL, THENCE ABOUT 0.45 MILE NORTH ALONG A DIM
 GY2677'ROAD.
 GY2677
 GY2677                          STATION RECOVERY (1957)
 GY2677
 GY2677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1725 ***********************************************************************
 GC1725  DESIGNATION -  F 19
 GC1725  PID         -  GC1725
 GC1725  STATE/COUNTY-  KY/CHRISTIAN
 GC1725  USGS QUAD   -  GRACEY (1974)
 GC1725
 GC1725                         *CURRENT SURVEY CONTROL
 GC1725  ___________________________________________________________________
 GC1725* NAD 83(1986)-  36 52 51.     (N)    087 40 01.     (W)     SCALED    
 GC1725* NAVD 88     -       154.775  (meters)     507.79   (feet)  ADJUSTED  
 GC1725  ___________________________________________________________________
 GC1725  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC1725  DYNAMIC HT  -         154.654 (meters)     507.39  (feet)  COMP
 GC1725  MODELED GRAV-     979,850.4   (mgal)                       NAVD 88
 GC1725
 GC1725  VERT ORDER  -  FIRST     CLASS I
 GC1725
 GC1725.The horizontal coordinates were scaled from a topographic map and have
 GC1725.an estimated accuracy of +/- 6 seconds.
 GC1725
 GC1725.The orthometric height was determined by differential leveling
 GC1725.and adjusted by the National Geodetic Survey in June 1991..
 GC1725
 GC1725.The geoid height was determined by GEOID03.
 GC1725
 GC1725.The dynamic height is computed by dividing the NAVD 88
 GC1725.geopotential number by the normal gravity value computed on the
 GC1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1725.degrees latitude (g = 980.6199 gals.).
 GC1725
 GC1725.The modeled gravity was interpolated from observed gravity values.
 GC1725
 GC1725;                    North         East    Units  Estimated Accuracy
 GC1725;SPC KY1Z     - 1,062,520.    1,329,110.      MT  (+/- 180 meters Scaled)
 GC1725
 GC1725                          SUPERSEDED SURVEY CONTROL
 GC1725
 GC1725  NGVD 29 (??/??/92)  154.851  (m)          508.04   (f) ADJ UNCH    1 1
 GC1725
 GC1725.Superseded values are not recommended for survey control.
 GC1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1725.See file dsdata.txt to determine how the superseded data were derived.
 GC1725
 GC1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF405818(NAD 83)
 GC1725_MARKER: DR = REFERENCE MARK DISK
 GC1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1725_STAMPING: F 19 1934
 GC1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1725+STABILITY: SURFACE MOTION
 GC1725
 GC1725  HISTORY     - Date     Condition        Report By
 GC1725  HISTORY     - 1934     MONUMENTED       CGS
 GC1725  HISTORY     - 1968     GOOD             NGS
 GC1725
 GC1725                          STATION DESCRIPTION
 GC1725
 GC1725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1725'0.4 MI NW FROM GRACEY.
 GC1725'ABOUT 0.45 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 GC1725'FROM THE STATION AT GRACEY, 0.65 MILE NORTHWEST OF MILEPOST 121,
 GC1725'ON THE NORTHWEST SIDE AND NEAR THE CENTER OF THE TRIANGLE FORMED
 GC1725'BY THE RAILROAD AND THE CADIZ RAILROAD, 138 FEET SOUTHWEST OF THE
 GC1725'SOUTHWEST RAIL OF THE ILLINOIS CENTRAL RAILROAD, 75 FEET NORTHEAST
 GC1725'OF THE NORTHEAST RAIL OF THE MORE SOUTHWEST TRACK OF THE CADIZ
 GC1725'RAILROAD, 66 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MORE
 GC1725'NORTHWEST TRACK OF THE CADIZ RAILROAD, 1.5 FEET NORTHEAST OF A
 GC1725'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND
 GC1725'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 GC1725'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2772 ***********************************************************************
 GY2772  DESIGNATION -  F 190
 GY2772  PID         -  GY2772
 GY2772  STATE/COUNTY-  KY/CLAY
 GY2772  USGS QUAD   -  OGLE (1979)
 GY2772
 GY2772                         *CURRENT SURVEY CONTROL
 GY2772  ___________________________________________________________________
 GY2772* NAD 83(1986)-  37 02 54.     (N)    083 44 04.     (W)     SCALED    
 GY2772* NAVD 88     -       285.142  (meters)     935.50   (feet)  ADJUSTED  
 GY2772  ___________________________________________________________________
 GY2772  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GY2772  DYNAMIC HT  -         284.912 (meters)     934.75  (feet)  COMP
 GY2772  MODELED GRAV-     979,817.1   (mgal)                       NAVD 88
 GY2772
 GY2772  VERT ORDER  -  SECOND    CLASS 0
 GY2772
 GY2772.The horizontal coordinates were scaled from a topographic map and have
 GY2772.an estimated accuracy of +/- 6 seconds.
 GY2772
 GY2772.The orthometric height was determined by differential leveling
 GY2772.and adjusted by the National Geodetic Survey in June 1991..
 GY2772
 GY2772.The geoid height was determined by GEOID03.
 GY2772
 GY2772.The dynamic height is computed by dividing the NAVD 88
 GY2772.geopotential number by the normal gravity value computed on the
 GY2772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2772.degrees latitude (g = 980.6199 gals.).
 GY2772
 GY2772.The modeled gravity was interpolated from observed gravity values.
 GY2772
 GY2772;                    North         East    Units  Estimated Accuracy
 GY2772;SPC KY1Z     - 1,081,290.    1,679,280.      MT  (+/- 180 meters Scaled)
 GY2772
 GY2772                          SUPERSEDED SURVEY CONTROL
 GY2772
 GY2772  NGVD 29 (??/??/92)  285.300  (m)          936.02   (f) ADJ UNCH    2 0
 GY2772
 GY2772.Superseded values are not recommended for survey control.
 GY2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2772.See file dsdata.txt to determine how the superseded data were derived.
 GY2772
 GY2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB568037(NAD 83)
 GY2772_MARKER: DB = BENCH MARK DISK
 GY2772_SETTING: 66 = SET IN ROCK OUTCROP
 GY2772_SP_SET: ROCK OUTCROP
 GY2772_STAMPING: F 190 1950 936.022
 GY2772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2772+STABILITY: POSITION/ELEVATION WELL
 GY2772
 GY2772  HISTORY     - Date     Condition        Report By
 GY2772  HISTORY     - 1950     MONUMENTED       CGS
 GY2772  HISTORY     - 1957     GOOD             NGS
 GY2772  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2772
 GY2772                          STATION DESCRIPTION
 GY2772
 GY2772'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2772'2.3 MI NW FROM OGLE.
 GY2772'ABOUT 0.15 MILE NORTHEAST ALONG A NARROW GRAVEL ROAD FROM BRIDGE
 GY2772'OVER A CREEK AND POST OFFICE AT OGLE, THENCE ABOUT 2.15 MILES
 GY2772'NORTHWEST AND WEST ALONG A TRAIL AND DIM ROAD, ABOUT 1.05 MILES
 GY2772'EAST OF UPPER BUZZARD CREEK SCHOOL, ABOUT 0.25 MILE SOUTHEAST OF
 GY2772'ROAD NORTH ALONG BUZZARD CREEK, ABOUT 0.1 MILE NORTHWEST OF TOM
 GY2772'SMALLWOOD FARM HOUSE, ABOUT 30 YARD NORTHWEST OF CENTER OF A CURVE
 GY2772'WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, IN THE TOP OF AN
 GY2772'OUTCROPPING SANDSTONE LEDGE, 14 FEET NORTHEAST OF A FENCE LINE,
 GY2772'23 1/2 FEET NORTHEAST OF CENTER LINE OF ROAD, 2 FEET NORTHWEST
 GY2772'OF A 10-INCH CHISELED TRAINGLE IN FACE OF LEDGE AND ABOUT 12
 GY2772'FEET ABOVE LEVEL OF ROAD.
 GY2772
 GY2772                          STATION RECOVERY (1957)
 GY2772
 GY2772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2772'RECOVERED IN GOOD CONDITION.
 GY2772
 GY2772                          STATION RECOVERY (1977)
 GY2772
 GY2772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0296 ***********************************************************************
 GB0296  DESIGNATION -  F 191
 GB0296  PID         -  GB0296
 GB0296  STATE/COUNTY-  KY/WHITLEY
 GB0296  USGS QUAD   -  WOFFORD (1982)
 GB0296
 GB0296                         *CURRENT SURVEY CONTROL
 GB0296  ___________________________________________________________________
 GB0296* NAD 83(1986)-  36 46 43.     (N)    084 09 43.     (W)     SCALED    
 GB0296* NAVD 88     -       335.413  (meters)    1100.43   (feet)  ADJUSTED  
 GB0296  ___________________________________________________________________
 GB0296  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GB0296  DYNAMIC HT  -         335.137 (meters)    1099.53  (feet)  COMP
 GB0296  MODELED GRAV-     979,799.1   (mgal)                       NAVD 88
 GB0296
 GB0296  VERT ORDER  -  SECOND    CLASS 0
 GB0296
 GB0296.The horizontal coordinates were scaled from a topographic map and have
 GB0296.an estimated accuracy of +/- 6 seconds.
 GB0296
 GB0296.The orthometric height was determined by differential leveling
 GB0296.and adjusted by the National Geodetic Survey in June 1991..
 GB0296.WARNING-Repeat measurements at this control monument indicate possible
 GB0296.vertical movement.
 GB0296
 GB0296.The geoid height was determined by GEOID03.
 GB0296
 GB0296.The dynamic height is computed by dividing the NAVD 88
 GB0296.geopotential number by the normal gravity value computed on the
 GB0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0296.degrees latitude (g = 980.6199 gals.).
 GB0296
 GB0296.The modeled gravity was interpolated from observed gravity values.
 GB0296
 GB0296;                    North         East    Units  Estimated Accuracy
 GB0296;SPC KY1Z     - 1,050,630.    1,641,770.      MT  (+/- 180 meters Scaled)
 GB0296
 GB0296                          SUPERSEDED SURVEY CONTROL
 GB0296
 GB0296  NGVD 29 (??/??/92)  335.591  (m)         1101.02   (f) ADJ UNCH    2 0
 GB0296
 GB0296.Superseded values are not recommended for survey control.
 GB0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0296.See file dsdata.txt to determine how the superseded data were derived.
 GB0296
 GB0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF532740(NAD 83)
 GB0296_MARKER: DB = BENCH MARK DISK
 GB0296_SETTING: 66 = SET IN ROCK OUTCROP
 GB0296_SP_SET: ROCK OUTCROP
 GB0296_STAMPING: F 191 1950 1101.018
 GB0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0296+STABILITY: POSITION/ELEVATION WELL
 GB0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0296+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 GB0296
 GB0296  HISTORY     - Date     Condition        Report By
 GB0296  HISTORY     - 1950     MONUMENTED       CGS
 GB0296  HISTORY     - 1968     GOOD             NGS
 GB0296  HISTORY     - 20060109 GOOD             KYTC
 GB0296
 GB0296                          STATION DESCRIPTION
 GB0296
 GB0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0296'2.8 MI NW FROM WILLIAMSBURG.
 GB0296'ABOUT 2.85 MILES NORTHWEST ALONG U.S. HIGHWAY 25W FROM THE
 GB0296'COURT HOUSE AT WILLIAMSBURG, ABOUT 1.1 MILES SOUTHEAST OF THE
 GB0296'POST OFFICE AT GOLD BUG, ABOUT 0.75 MILE NORTHWEST OF THE
 GB0296'OVERPASS OF U.S. HIGHWAY 25W OVER THE LOUISVILLE AND NASHVILLE
 GB0296'RAILROAD, ABOUT 0.95 MILE NORTHWEST OF THE JUNCTION OF STATE
 GB0296'HIGHWAY 26, ON THE SOUTHEAST SLOPE OF A LONG HILL, SET IN THE
 GB0296'TOP OF A FLAT OUTCROP OF ROCK, 28 FEET NORTHEAST OF THE
 GB0296'CENTER LINE OF THE HIGHWAY, 15 FEET NORTH OF THE CENTER LINE
 GB0296'OF A DRIVE EAST TO AN UNPAINTED HOUSE, 146 FEET SOUTHEAST OF
 GB0296'THE CENTER LINE OF A DRIVE NORTHEAST TO A BROWN RANCH STYLE
 GB0296'BRICK HOUSE, 72 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER
 GB0296'AND ABOUT 2 FEET ABOVE THE HIGHWAY.  NOTE-- MARK MAY BE REACHED
 GB0296'FROM WILLIAMSBURG BY GOING ABOUT 2.5 MILES NORTH ALONG THE
 GB0296'LOUISVILLE AND NASHVILLE RAILROAD, THENCE ABOUT 0.75 MILE
 GB0296'NORTHWEST ALONG U.S. HIGHWAY 25W.
 GB0296
 GB0296                          STATION RECOVERY (1968)
 GB0296
 GB0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0296'RECOVERED IN GOOD CONDITION.
 GB0296
 GB0296                          STATION RECOVERY (2006)
 GB0296
 GB0296'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0256 ***********************************************************************
 GB0256  DESIGNATION -  F 192
 GB0256  PID         -  GB0256
 GB0256  STATE/COUNTY-  KY/MCCREARY
 GB0256  USGS QUAD   -  WHITLEY CITY (1982)
 GB0256
 GB0256                         *CURRENT SURVEY CONTROL
 GB0256  ___________________________________________________________________
 GB0256* NAD 83(1986)-  36 43 41.     (N)    084 24 34.     (W)     SCALED    
 GB0256* NAVD 88     -       341.014  (meters)    1118.81   (feet)  ADJUSTED  
 GB0256  ___________________________________________________________________
 GB0256  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GB0256  DYNAMIC HT  -         340.741 (meters)    1117.91  (feet)  COMP
 GB0256  MODELED GRAV-     979,819.9   (mgal)                       NAVD 88
 GB0256
 GB0256  VERT ORDER  -  SECOND    CLASS 0
 GB0256
 GB0256.The horizontal coordinates were scaled from a topographic map and have
 GB0256.an estimated accuracy of +/- 6 seconds.
 GB0256
 GB0256.The orthometric height was determined by differential leveling
 GB0256.and adjusted by the National Geodetic Survey in June 1991..
 GB0256
 GB0256.The geoid height was determined by GEOID03.
 GB0256
 GB0256.The dynamic height is computed by dividing the NAVD 88
 GB0256.geopotential number by the normal gravity value computed on the
 GB0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0256.degrees latitude (g = 980.6199 gals.).
 GB0256
 GB0256.The modeled gravity was interpolated from observed gravity values.
 GB0256
 GB0256;                    North         East    Units  Estimated Accuracy
 GB0256;SPC KY1Z     - 1,044,670.    1,619,760.      MT  (+/- 180 meters Scaled)
 GB0256
 GB0256                          SUPERSEDED SURVEY CONTROL
 GB0256
 GB0256  NGVD 29 (??/??/92)  341.158  (m)         1119.28   (f) ADJ UNCH    2 0
 GB0256
 GB0256.Superseded values are not recommended for survey control.
 GB0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0256.See file dsdata.txt to determine how the superseded data were derived.
 GB0256
 GB0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF313678(NAD 83)
 GB0256_MARKER: DB = BENCH MARK DISK
 GB0256_SETTING: 66 = SET IN ROCK OUTCROP
 GB0256_SP_SET: ROCK LEDGE
 GB0256_STAMPING: F 192 1950 1119.283
 GB0256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0256+STABILITY: POSITION/ELEVATION WELL
 GB0256
 GB0256  HISTORY     - Date     Condition        Report By
 GB0256  HISTORY     - 1950     MONUMENTED       CGS
 GB0256  HISTORY     - 1957     GOOD             NGS
 GB0256  HISTORY     - 19960619 MARK NOT FOUND   KYDT
 GB0256
 GB0256                          STATION DESCRIPTION
 GB0256
 GB0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0256'4.2 MI E FROM WHITLEY CITY.
 GB0256'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE COURT HOUSE AT
 GB0256'WHITLEY CITY, THENCE ABOUT 3.95 MILES EAST ALONG A BLACK TOP AND
 GB0256'GRAVEL ROAD, ABOUT 0.4 MILE WEST OF A BRIDGE OVER LAUREL CREEK, ON
 GB0256'THE OUTSIDE OF A U TURN IN THE ROAD WITH TANGENTS EXTENDING NORTH,
 GB0256'ON THE EAST SLOPE OF A LONG CROOKED HILL, SET IN THE TOP OF A ROCK
 GB0256'LEDGE THAT IS PART OF FORMATION OF A ROCK CLIFF, 53 FEET SOUTH
 GB0256'OF THE CENTER LINE OF THE ROAD, 77 FEET SOUTHWEST OF THE EAST END
 GB0256'OF A 16-INCH PIPE CULVERT, 11 FEET NORTH OF THE SOUTH EDGE OF ROCK
 GB0256'AND ABOUT 6 FEET BELOW THE ROAD.
 GB0256
 GB0256                          STATION RECOVERY (1957)
 GB0256
 GB0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0256'RECOVERED IN GOOD CONDITION.
 GB0256
 GB0256                          STATION RECOVERY (1996)
 GB0256
 GB0256'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0256'ALL LANDMARKS GONE, AREA OVERGROWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0369 ***********************************************************************
 GB0369  DESIGNATION -  F 193
 GB0369  PID         -  GB0369
 GB0369  STATE/COUNTY-  KY/MCCREARY
 GB0369  USGS QUAD   -  WIBORG (1981)
 GB0369
 GB0369                         *CURRENT SURVEY CONTROL
 GB0369  ___________________________________________________________________
 GB0369* NAD 83(1986)-  36 46 29.     (N)    084 23 28.     (W)     SCALED    
 GB0369* NAVD 88     -       370.004  (meters)    1213.92   (feet)  ADJUSTED  
 GB0369  ___________________________________________________________________
 GB0369  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GB0369  DYNAMIC HT  -         369.711 (meters)    1212.96  (feet)  COMP
 GB0369  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 GB0369
 GB0369  VERT ORDER  -  SECOND    CLASS 0
 GB0369
 GB0369.The horizontal coordinates were scaled from a topographic map and have
 GB0369.an estimated accuracy of +/- 6 seconds.
 GB0369
 GB0369.The orthometric height was determined by differential leveling
 GB0369.and adjusted by the National Geodetic Survey in June 1991..
 GB0369
 GB0369.The geoid height was determined by GEOID03.
 GB0369
 GB0369.The dynamic height is computed by dividing the NAVD 88
 GB0369.geopotential number by the normal gravity value computed on the
 GB0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0369.degrees latitude (g = 980.6199 gals.).
 GB0369
 GB0369.The modeled gravity was interpolated from observed gravity values.
 GB0369
 GB0369;                    North         East    Units  Estimated Accuracy
 GB0369;SPC KY1Z     - 1,049,870.    1,621,320.      MT  (+/- 180 meters Scaled)
 GB0369
 GB0369                          SUPERSEDED SURVEY CONTROL
 GB0369
 GB0369  NGVD 29 (??/??/92)  370.155  (m)         1214.42   (f) ADJ UNCH    2 0
 GB0369
 GB0369.Superseded values are not recommended for survey control.
 GB0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0369.See file dsdata.txt to determine how the superseded data were derived.
 GB0369
 GB0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF328730(NAD 83)
 GB0369_MARKER: DB = BENCH MARK DISK
 GB0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0369_STAMPING: F 193 1951 1214.417
 GB0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0369+STABILITY: SURFACE MOTION
 GB0369
 GB0369  HISTORY     - Date     Condition        Report By
 GB0369  HISTORY     - 1951     MONUMENTED       CGS
 GB0369  HISTORY     - 1957     GOOD             NGS
 GB0369
 GB0369                          STATION DESCRIPTION
 GB0369
 GB0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0369'6.9 MI SW FROM CUMBERLAND FALLS.
 GB0369'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 90 FROM THE WEST
 GB0369'FERRY LANDING ON THE CUMBERLAND RIVER AT CUMBERLAND FALLS, ABOUT
 GB0369'0.45 MILE NORTHEAST OF THE UNITED BAPTIST CHURCH, AT THE
 GB0369'SOUTHWEST ONE OF TWO DRIVES LEADING TO SAND HILL SCHOOL, 34
 GB0369'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET EAST
 GB0369'OF THE CENTER LINE OF THE DRIVE, 45 1/2 FEET WEST OF THE NORTHWEST
 GB0369'END OF A 24-INCH PIPE CULVERT WITH ROCK HEAD WALLS, ABOUT 2
 GB0369'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB0369'PROJECTING 3 INCHES.
 GB0369
 GB0369                          STATION RECOVERY (1957)
 GB0369
 GB0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0231 ***********************************************************************
 GB0231  DESIGNATION -  F 194
 GB0231  PID         -  GB0231
 GB0231  STATE/COUNTY-  KY/WHITLEY
 GB0231  USGS QUAD   -  ROCKHOLDS (1981)
 GB0231
 GB0231                         *CURRENT SURVEY CONTROL
 GB0231  ___________________________________________________________________
 GB0231* NAD 83(1986)-  36 49 56.     (N)    084 03 36.     (W)     SCALED    
 GB0231* NAVD 88     -       333.987  (meters)    1095.76   (feet)  ADJUSTED  
 GB0231  ___________________________________________________________________
 GB0231  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GB0231  DYNAMIC HT  -         333.710 (meters)    1094.85  (feet)  COMP
 GB0231  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 GB0231
 GB0231  VERT ORDER  -  SECOND    CLASS 0
 GB0231
 GB0231.The horizontal coordinates were scaled from a topographic map and have
 GB0231.an estimated accuracy of +/- 6 seconds.
 GB0231
 GB0231.The orthometric height was determined by differential leveling
 GB0231.and adjusted by the National Geodetic Survey in June 1991..
 GB0231
 GB0231.The geoid height was determined by GEOID03.
 GB0231
 GB0231.The dynamic height is computed by dividing the NAVD 88
 GB0231.geopotential number by the normal gravity value computed on the
 GB0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0231.degrees latitude (g = 980.6199 gals.).
 GB0231
 GB0231.The modeled gravity was interpolated from observed gravity values.
 GB0231
 GB0231;                    North         East    Units  Estimated Accuracy
 GB0231;SPC KY1Z     - 1,056,740.    1,650,760.      MT  (+/- 180 meters Scaled)
 GB0231
 GB0231                          SUPERSEDED SURVEY CONTROL
 GB0231
 GB0231  NGVD 29 (??/??/92)  334.141  (m)         1096.26   (f) ADJ UNCH    2 0
 GB0231
 GB0231.Superseded values are not recommended for survey control.
 GB0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0231.See file dsdata.txt to determine how the superseded data were derived.
 GB0231
 GB0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF621802(NAD 83)
 GB0231_MARKER: DB = BENCH MARK DISK
 GB0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0231_STAMPING: F 194 1951 1096.261
 GB0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0231+STABILITY: SURFACE MOTION
 GB0231
 GB0231  HISTORY     - Date     Condition        Report By
 GB0231  HISTORY     - 1951     MONUMENTED       CGS
 GB0231  HISTORY     - 1957     GOOD             NGS
 GB0231
 GB0231                          STATION DESCRIPTION
 GB0231
 GB0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0231'3.8 MI E FROM ROCKHOLDS.
 GB0231'ABOUT 0.15 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GB0231'RAILROAD FROM THE STATION AT ROCKHOLDS, THENCE ABOUT 2.65 MILES
 GB0231'EAST ALONG A GRAVEL ROAD, THENCE ABOUT 1.0 MILE NORTHEAST ALONG
 GB0231'A DIRT ROAD, ABOUT 0.6 MILE SOUTHWEST OF THE T JUNCTION OF A
 GB0231'GRAVEL ROAD, SET AT THE WEST CORNER OF A YARD TO AN UNPAINTED
 GB0231'FARM HOUSE, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 56
 GB0231'FEET WEST OF THE WEST CORNER OF THE HOUSE, 25 FEET SOUTHEAST OF THE
 GB0231'SOUTH END OF THE EAST ONE OF TWO 18-INCH PIPE CULVERTS, 38 FEET
 GB0231'WEST-SOUTHWEST OF A 20-INCH WALNUT TREE, ABOUT 1 FOOT ABOVE THE
 GB0231'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GB0231
 GB0231                          STATION RECOVERY (1957)
 GB0231
 GB0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0176 ***********************************************************************
 GB0176  DESIGNATION -  F 195
 GB0176  PID         -  GB0176
 GB0176  STATE/COUNTY-  KY/MCCREARY
 GB0176  USGS QUAD   -  JELLICO WEST (1979)
 GB0176
 GB0176                         *CURRENT SURVEY CONTROL
 GB0176  ___________________________________________________________________
 GB0176* NAD 83(1986)-  36 36 06.     (N)    084 14 32.     (W)     SCALED    
 GB0176* NAVD 88     -       308.084  (meters)    1010.77   (feet)  ADJUSTED  
 GB0176  ___________________________________________________________________
 GB0176  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB0176  DYNAMIC HT  -         307.821 (meters)    1009.91  (feet)  COMP
 GB0176  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GB0176
 GB0176  VERT ORDER  -  SECOND    CLASS 0
 GB0176
 GB0176.The horizontal coordinates were scaled from a topographic map and have
 GB0176.an estimated accuracy of +/- 6 seconds.
 GB0176
 GB0176.The orthometric height was determined by differential leveling
 GB0176.and adjusted by the National Geodetic Survey in June 1991..
 GB0176
 GB0176.The geoid height was determined by GEOID03.
 GB0176
 GB0176.The dynamic height is computed by dividing the NAVD 88
 GB0176.geopotential number by the normal gravity value computed on the
 GB0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0176.degrees latitude (g = 980.6199 gals.).
 GB0176
 GB0176.The modeled gravity was interpolated from observed gravity values.
 GB0176
 GB0176;                    North         East    Units  Estimated Accuracy
 GB0176;SPC KY1Z     - 1,030,870.    1,634,920.      MT  (+/- 180 meters Scaled)
 GB0176
 GB0176                          SUPERSEDED SURVEY CONTROL
 GB0176
 GB0176  NGVD 29 (??/??/92)  308.218  (m)         1011.21   (f) ADJ UNCH    2 0
 GB0176
 GB0176.Superseded values are not recommended for survey control.
 GB0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0176.See file dsdata.txt to determine how the superseded data were derived.
 GB0176
 GB0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF466542(NAD 83)
 GB0176_MARKER: DB = BENCH MARK DISK
 GB0176_SETTING: 66 = SET IN ROCK OUTCROP
 GB0176_SP_SET: ROCK OUTCROP
 GB0176_STAMPING: F 195 1951 1011.212
 GB0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0176+STABILITY: POSITION/ELEVATION WELL
 GB0176
 GB0176  HISTORY     - Date     Condition        Report By
 GB0176  HISTORY     - 1951     MONUMENTED       CGS
 GB0176  HISTORY     - 1957     GOOD             NGS
 GB0176
 GB0176                          STATION DESCRIPTION
 GB0176
 GB0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0176'2.6 MI SW FROM AYERS.
 GB0176'ABOUT 1.75 MILES SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 GB0176'AYERS, THENCE ABOUT 0.8 MILE SOUTHWEST ALONG A DIRT ROAD, ABOUT
 GB0176'0.8 MILE SOUTHWEST OF ZION HILL CHURCH AND SCHOOL, ABOUT 0.7
 GB0176'MILE SOUTHWEST OF A FORD ACROSS JELLICO CREEK AND THE
 GB0176'MC CREARY-WHITLEY COUNTY LINE, SET IN THE TOP OF A LARGE ROUNDED
 GB0176'OUTCORP OF ROCK, 16 FEET NORTHWEST OF THE CENTER LINE OF THE
 GB0176'ROAD, 10 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP AND
 GB0176'ABOUT 4 FEET ABOVE THE ROAD.
 GB0176
 GB0176                          STATION RECOVERY (1957)
 GB0176
 GB0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1090 ***********************************************************************
 GZ1090  DESIGNATION -  F 196
 GZ1090  PID         -  GZ1090
 GZ1090  STATE/COUNTY-  KY/PULASKI
 GZ1090  USGS QUAD   -  SOMERSET (1987)
 GZ1090
 GZ1090                         *CURRENT SURVEY CONTROL
 GZ1090  ___________________________________________________________________
 GZ1090* NAD 83(1986)-  37 04 28.     (N)    084 31 25.     (W)     SCALED    
 GZ1090* NAVD 88     -       253.197  (meters)     830.70   (feet)  ADJUSTED  
 GZ1090  ___________________________________________________________________
 GZ1090  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GZ1090  DYNAMIC HT  -         253.003 (meters)     830.06  (feet)  COMP
 GZ1090  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 GZ1090
 GZ1090  VERT ORDER  -  SECOND    CLASS 0
 GZ1090
 GZ1090.The horizontal coordinates were scaled from a topographic map and have
 GZ1090.an estimated accuracy of +/- 6 seconds.
 GZ1090
 GZ1090.The orthometric height was determined by differential leveling
 GZ1090.and adjusted by the National Geodetic Survey in June 1991..
 GZ1090
 GZ1090.The geoid height was determined by GEOID03.
 GZ1090
 GZ1090.The dynamic height is computed by dividing the NAVD 88
 GZ1090.geopotential number by the normal gravity value computed on the
 GZ1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1090.degrees latitude (g = 980.6199 gals.).
 GZ1090
 GZ1090.The modeled gravity was interpolated from observed gravity values.
 GZ1090
 GZ1090;                    North         East    Units  Estimated Accuracy
 GZ1090;SPC KY1Z     - 1,082,970.    1,609,050.      MT  (+/- 180 meters Scaled)
 GZ1090
 GZ1090                          SUPERSEDED SURVEY CONTROL
 GZ1090
 GZ1090  NGVD 29 (??/??/92)  253.368  (m)          831.26   (f) ADJ UNCH    2 0
 GZ1090
 GZ1090.Superseded values are not recommended for survey control.
 GZ1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1090.See file dsdata.txt to determine how the superseded data were derived.
 GZ1090
 GZ1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG201060(NAD 83)
 GZ1090_MARKER: DB = BENCH MARK DISK
 GZ1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1090_STAMPING: F 196 1950 831.258
 GZ1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1090+STABILITY: SURFACE MOTION
 GZ1090
 GZ1090  HISTORY     - Date     Condition        Report By
 GZ1090  HISTORY     - 1950     MONUMENTED       CGS
 GZ1090  HISTORY     - 1958     POOR             NGS
 GZ1090
 GZ1090                          STATION DESCRIPTION
 GZ1090
 GZ1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1090'5.3 MI SE FROM SOMERSET.
 GZ1090'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 80 FROM THE COURT HOUSE
 GZ1090'AT SOMERSET, THENCE ABOUT 3.8 MILES SOUTHEAST ALONG STATE HIGHWAY
 GZ1090'192, ABOUT 0.1 MILE NORTH OF A BRIDGE OVER PITMAN CREEK, AT RUTH
 GZ1090'POST OFFICE, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 46
 GZ1090'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF STORE AND POST OFFICE
 GZ1090'BUILDING, 13 FEET NORTHEAST OF THE EAST END OF A 24-INCH PIPE
 GZ1090'CULVERT UNDER HIGHWAY, 1 1/2 FEET SOUTHWEST OF A FENCE CORNER,
 GZ1090'1 FOOT WEST OF A FENCE LINE, ABOUT 1 FOOT ABOVE THE HIGHWAY AND
 GZ1090'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1090
 GZ1090                          STATION RECOVERY (1958)
 GZ1090
 GZ1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1090'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0489 ***********************************************************************
 GZ0489  DESIGNATION -  F 197
 GZ0489  PID         -  GZ0489
 GZ0489  STATE/COUNTY-  KY/PULASKI
 GZ0489  USGS QUAD   -  DYKES (1979)
 GZ0489
 GZ0489                         *CURRENT SURVEY CONTROL
 GZ0489  ___________________________________________________________________
 GZ0489* NAD 83(1986)-  37 04 52.     (N)    084 22 43.     (W)     SCALED    
 GZ0489* NAVD 88     -       377.807  (meters)    1239.52   (feet)  ADJUSTED  
 GZ0489  ___________________________________________________________________
 GZ0489  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GZ0489  DYNAMIC HT  -         377.517 (meters)    1238.57  (feet)  COMP
 GZ0489  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 GZ0489
 GZ0489  VERT ORDER  -  SECOND    CLASS 0
 GZ0489
 GZ0489.The horizontal coordinates were scaled from a topographic map and have
 GZ0489.an estimated accuracy of +/- 6 seconds.
 GZ0489
 GZ0489.The orthometric height was determined by differential leveling
 GZ0489.and adjusted by the National Geodetic Survey in June 1991..
 GZ0489
 GZ0489.The geoid height was determined by GEOID03.
 GZ0489
 GZ0489.The dynamic height is computed by dividing the NAVD 88
 GZ0489.geopotential number by the normal gravity value computed on the
 GZ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0489.degrees latitude (g = 980.6199 gals.).
 GZ0489
 GZ0489.The modeled gravity was interpolated from observed gravity values.
 GZ0489
 GZ0489;                    North         East    Units  Estimated Accuracy
 GZ0489;SPC KY1Z     - 1,083,890.    1,621,940.      MT  (+/- 180 meters Scaled)
 GZ0489
 GZ0489                          SUPERSEDED SURVEY CONTROL
 GZ0489
 GZ0489  NGVD 29 (??/??/92)  377.972  (m)         1240.06   (f) ADJ UNCH    2 0
 GZ0489
 GZ0489.Superseded values are not recommended for survey control.
 GZ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0489.See file dsdata.txt to determine how the superseded data were derived.
 GZ0489
 GZ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG330070(NAD 83)
 GZ0489_MARKER: DB = BENCH MARK DISK
 GZ0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0489_STAMPING: F 197 1950 1240.036
 GZ0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0489+STABILITY: SURFACE MOTION
 GZ0489
 GZ0489  HISTORY     - Date     Condition        Report By
 GZ0489  HISTORY     - 1950     MONUMENTED       CGS
 GZ0489  HISTORY     - 1958     GOOD             NGS
 GZ0489  HISTORY     - 1977     MARK NOT FOUND   USGS
 GZ0489
 GZ0489                          STATION DESCRIPTION
 GZ0489
 GZ0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0489'3.6 MI S FROM ACORN.
 GZ0489'ABOUT 3.65 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GZ0489'ACORN, ABOUT 0.55 MILE NORTHWEST OF GOODWATER CHURCH OF GOD,
 GZ0489'ON THE OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS EXTENDING
 GZ0489'NORTH AND SOUTHEAST AND AT THE JUNCTION OF A FARM ROAD WEST,
 GZ0489'43 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 17 FEET NORTH
 GZ0489'OF THE CENTER LINE OF THE FARM ROAD, 3 1/2 FEET NORTH OF A FENCE
 GZ0489'CORNER, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE, ABOUT IN LINE
 GZ0489'WITH EXTENDED CENTER LINE OF BOTH TANGENTS OF ROAD, 2 FEET SOUTH
 GZ0489'OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE ROAD
 GZ0489'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0489'NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AND SCHOOL AT
 GZ0489'MT. VICTORY BY GOING ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY
 GZ0489'192, THENCE ABOUT 3.9 MILES NORTH ALONG A GRAVEL ROAD LEDING
 GZ0489'TO ACORN.
 GZ0489
 GZ0489                          STATION RECOVERY (1958)
 GZ0489
 GZ0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0489'RECOVERED IN GOOD CONDITION.
 GZ0489
 GZ0489                          STATION RECOVERY (1977)
 GZ0489
 GZ0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GZ0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0442 ***********************************************************************
 GZ0442  DESIGNATION -  F 198
 GZ0442  PID         -  GZ0442
 GZ0442  STATE/COUNTY-  KY/PULASKI
 GZ0442  USGS QUAD   -  SHOPVILLE (1987)
 GZ0442
 GZ0442                         *CURRENT SURVEY CONTROL
 GZ0442  ___________________________________________________________________
 GZ0442* NAD 83(1986)-  37 08 45.     (N)    084 27 26.     (W)     SCALED    
 GZ0442* NAVD 88     -       278.933  (meters)     915.13   (feet)  ADJUSTED  
 GZ0442  ___________________________________________________________________
 GZ0442  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GZ0442  DYNAMIC HT  -         278.721 (meters)     914.44  (feet)  COMP
 GZ0442  MODELED GRAV-     979,861.4   (mgal)                       NAVD 88
 GZ0442
 GZ0442  VERT ORDER  -  SECOND    CLASS 0
 GZ0442
 GZ0442.The horizontal coordinates were scaled from a topographic map and have
 GZ0442.an estimated accuracy of +/- 6 seconds.
 GZ0442
 GZ0442.The orthometric height was determined by differential leveling
 GZ0442.and adjusted by the National Geodetic Survey in June 1991..
 GZ0442
 GZ0442.The geoid height was determined by GEOID03.
 GZ0442
 GZ0442.The dynamic height is computed by dividing the NAVD 88
 GZ0442.geopotential number by the normal gravity value computed on the
 GZ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0442.degrees latitude (g = 980.6199 gals.).
 GZ0442
 GZ0442.The modeled gravity was interpolated from observed gravity values.
 GZ0442
 GZ0442;                    North         East    Units  Estimated Accuracy
 GZ0442;SPC KY1Z     - 1,090,970.    1,614,850.      MT  (+/- 180 meters Scaled)
 GZ0442
 GZ0442                          SUPERSEDED SURVEY CONTROL
 GZ0442
 GZ0442  NGVD 29 (??/??/92)  279.100  (m)          915.68   (f) ADJ UNCH    2 0
 GZ0442
 GZ0442.Superseded values are not recommended for survey control.
 GZ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0442.See file dsdata.txt to determine how the superseded data were derived.
 GZ0442
 GZ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG258140(NAD 83)
 GZ0442_MARKER: DB = BENCH MARK DISK
 GZ0442_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0442_SP_SET: ROCK OUTCROP
 GZ0442_STAMPING: F 198 1950 915.681
 GZ0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0442+STABILITY: POSITION/ELEVATION WELL
 GZ0442
 GZ0442  HISTORY     - Date     Condition        Report By
 GZ0442  HISTORY     - 1950     MONUMENTED       CGS
 GZ0442  HISTORY     - 1958     GOOD             NGS
 GZ0442
 GZ0442                          STATION DESCRIPTION
 GZ0442
 GZ0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0442'2 MI SE FROM SHOPVILLE.
 GZ0442'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0442'SHOPVILLE, THENCE ABOUT 1.05 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 GZ0442'SET IN THE TOP OF A 15 BY 5-FOOT FLAT OUTCROP OF ROCK, ON THE
 GZ0442'INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST,
 GZ0442'85 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 62 FEET SOUTHWEST
 GZ0442'OF A 10-INCH CEDAR TREE, 32 FEET EAST OF A 4-INCH PERSIMMON TREE,
 GZ0442'ABOUT 200 YARDS NORTHWEST OF A ONE-STORY FARM HOUSE WITH ASBESTOS
 GZ0442'SIDING, 9 FEET SOUTHEAST OF THE NORTHWEST END OF OUTCROP, 6 FEET
 GZ0442'NORTHWEST OF SOUTHWEST END OF OUTCROP AND ABOUT 4 FEET BELOW THE
 GZ0442'ROAD.  NOTE-- THE MARK IS MUTILATED BUT SOLID.
 GZ0442
 GZ0442                          STATION RECOVERY (1958)
 GZ0442
 GZ0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1098 ***********************************************************************
 GZ1098  DESIGNATION -  F 199
 GZ1098  PID         -  GZ1098
 GZ1098  STATE/COUNTY-  KY/PULASKI
 GZ1098  USGS QUAD   -  SOMERSET (1987)
 GZ1098
 GZ1098                         *CURRENT SURVEY CONTROL
 GZ1098  ___________________________________________________________________
 GZ1098* NAD 83(1986)-  37 03 07.     (N)    084 31 38.     (W)     SCALED    
 GZ1098* NAVD 88     -       275.911  (meters)     905.22   (feet)  ADJUSTED  
 GZ1098  ___________________________________________________________________
 GZ1098  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GZ1098  DYNAMIC HT  -         275.698 (meters)     904.52  (feet)  COMP
 GZ1098  MODELED GRAV-     979,853.9   (mgal)                       NAVD 88
 GZ1098
 GZ1098  VERT ORDER  -  SECOND    CLASS 0
 GZ1098
 GZ1098.The horizontal coordinates were scaled from a topographic map and have
 GZ1098.an estimated accuracy of +/- 6 seconds.
 GZ1098
 GZ1098.The orthometric height was determined by differential leveling
 GZ1098.and adjusted by the National Geodetic Survey in June 1991..
 GZ1098
 GZ1098.The geoid height was determined by GEOID03.
 GZ1098
 GZ1098.The dynamic height is computed by dividing the NAVD 88
 GZ1098.geopotential number by the normal gravity value computed on the
 GZ1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1098.degrees latitude (g = 980.6199 gals.).
 GZ1098
 GZ1098.The modeled gravity was interpolated from observed gravity values.
 GZ1098
 GZ1098;                    North         East    Units  Estimated Accuracy
 GZ1098;SPC KY1Z     - 1,080,470.    1,608,770.      MT  (+/- 180 meters Scaled)
 GZ1098
 GZ1098                          SUPERSEDED SURVEY CONTROL
 GZ1098
 GZ1098  NGVD 29 (??/??/92)  276.081  (m)          905.78   (f) ADJ UNCH    2 0
 GZ1098
 GZ1098.Superseded values are not recommended for survey control.
 GZ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1098.See file dsdata.txt to determine how the superseded data were derived.
 GZ1098
 GZ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG198034(NAD 83)
 GZ1098_MARKER: DB = BENCH MARK DISK
 GZ1098_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1098_SP_SET: ROCK OUTCROP
 GZ1098_STAMPING: F 199 1950 905.776
 GZ1098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1098+STABILITY: POSITION/ELEVATION WELL
 GZ1098
 GZ1098  HISTORY     - Date     Condition        Report By
 GZ1098  HISTORY     - 1950     MONUMENTED       CGS
 GZ1098  HISTORY     - 1958     GOOD             NGS
 GZ1098  HISTORY     - 1983     MARK NOT FOUND   KYDT
 GZ1098
 GZ1098                          STATION DESCRIPTION
 GZ1098
 GZ1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ1098'3.2 MI N FROM MEECE.
 GZ1098'0.4 MILE WEST AND NORTHWEST ALONG GRAVEL ROAD FROM POST OFFICE
 GZ1098'AND ROAD JUNCTION AT MEECE, THENCE 1.7 MILES NORTHWEST ALONG A
 GZ1098'NEW GRAVEL ROAD TO A SIDE ROAD NORTHEAST ABOUT 0.15 MILE NORTH
 GZ1098'OF THE STRAWBERRY POST OFFICE ABANDONED, THENCE 1.15 MILES
 GZ1098'NORTHEAST AND NORTHWEST ALONG A GRAVEL AND DIRT ROAD, 0.1 MILE
 GZ1098'SOUTH OF A BARN, ABOUT 20 YARDS NORTH OF THE TOP OF A GRADE,
 GZ1098'0.15 MILE NORTH OF A FARM ROAD NORTHWEST TO FARM, 14 FEET EAST
 GZ1098'OF THE CENTER OF ROAD, 8 FEET NORTHWEST OF AN 8-INCH PINE TREE
 GZ1098'WITH TRIANGLE BLAZE, AND SET IN THE TOP OF A FLAT LIMESTONE
 GZ1098'OUTCROP, ABOUT 3 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED
 GZ1098'FROM THE COURT HOUSE AT SOMERSET BY GOING 1.5 MILE EAST ALONG
 GZ1098'STATE HIGHWAY 80, THENCE 3.9 MILE SOUTHEAST ALONG STATE HIGHWAY
 GZ1098'192 TO SIDE ROAD SOUTHWEST AT SOUTH END OF STEEL BRIDGE OVER
 GZ1098'PITMAN CREEK AT RUTH, THENCE 2.0 MILES SOUTHWEST ALONG GRAVEL
 GZ1098'AND DIRT ROAD FOLLOWING PITMAN CREEK.
 GZ1098
 GZ1098                          STATION RECOVERY (1983)
 GZ1098
 GZ1098'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0426 ***********************************************************************
 GD0426  DESIGNATION -  F 20
 GD0426  PID         -  GD0426
 GD0426  STATE/COUNTY-  KY/GRAVES
 GD0426  USGS QUAD   -  LYNNVILLE (1978)
 GD0426
 GD0426                         *CURRENT SURVEY CONTROL
 GD0426  ___________________________________________________________________
 GD0426* NAD 83(1986)-  36 33 18.     (N)    088 36 34.     (W)     SCALED    
 GD0426* NAVD 88     -       175.084  (meters)     574.42   (feet)  ADJUSTED  
 GD0426  ___________________________________________________________________
 GD0426  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD0426  DYNAMIC HT  -         174.944 (meters)     573.96  (feet)  COMP
 GD0426  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 GD0426
 GD0426  VERT ORDER  -  SECOND    CLASS 0
 GD0426
 GD0426.The horizontal coordinates were scaled from a topographic map and have
 GD0426.an estimated accuracy of +/- 6 seconds.
 GD0426
 GD0426.The orthometric height was determined by differential leveling
 GD0426.and adjusted by the National Geodetic Survey in June 1991..
 GD0426
 GD0426.The geoid height was determined by GEOID03.
 GD0426
 GD0426.The dynamic height is computed by dividing the NAVD 88
 GD0426.geopotential number by the normal gravity value computed on the
 GD0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0426.degrees latitude (g = 980.6199 gals.).
 GD0426
 GD0426.The modeled gravity was interpolated from observed gravity values.
 GD0426
 GD0426;                    North         East    Units  Estimated Accuracy
 GD0426;SPC KY1Z     - 1,028,530.    1,244,000.      MT  (+/- 180 meters Scaled)
 GD0426
 GD0426                          SUPERSEDED SURVEY CONTROL
 GD0426
 GD0426  NGVD 29 (??/??/??)  175.089  (m)          574.44   (f) ADJUSTED    2 0
 GD0426
 GD0426.Superseded values are not recommended for survey control.
 GD0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0426.See file dsdata.txt to determine how the superseded data were derived.
 GD0426
 GD0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF559467(NAD 83)
 GD0426_MARKER: DB = BENCH MARK DISK
 GD0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0426_STAMPING: F 20 1934
 GD0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0426+STABILITY: SURFACE MOTION
 GD0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0426+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 GD0426
 GD0426  HISTORY     - Date     Condition        Report By
 GD0426  HISTORY     - 1934     MONUMENTED       CGS
 GD0426  HISTORY     - 1975     GOOD             NGS
 GD0426  HISTORY     - 20020605 GOOD             USACE
 GD0426
 GD0426                          STATION DESCRIPTION
 GD0426
 GD0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GD0426'2.5 MI W FROM LYNNVILLE.
 GD0426'2.1 MILES WEST ALONG STATE HIGHWAY 94 FROM LYNNVILLE, GRAVES CO.
 GD0426'THENCE SOUTH ALONG A GRAVEL ROAD 0.4 MILES TO A GRAVEL ROAD
 GD0426'LEADING WEST, THENCE 0.1 MILE WEST TO A DRIVE SOUTH INTO TWO HOG
 GD0426'BARNS.  MARK IS 66 FEET SOUTHEAST OF THE JUNCTION OF A GRAVEL
 GD0426'ROAD AND SHORT DRIVE SOUTH AND 2 1/2 FEET NORTH OF AND ABOUT IN
 GD0426'THE CENTER OF A SMALL ONE STORY BLOCK BUILDING.  A STANDARD DISK,
 GD0426'STAMPED "F 20 1934" AND SET IN THE TOP OF A CONCRETE POST.
 GD0426
 GD0426                          STATION RECOVERY (1975)
 GD0426
 GD0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GD0426'RECOVERED IN GOOD CONDITION.
 GD0426
 GD0426                          STATION RECOVERY (2002)
 GD0426
 GD0426'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0468 ***********************************************************************
 GZ0468  DESIGNATION -  F 200
 GZ0468  PID         -  GZ0468
 GZ0468  STATE/COUNTY-  KY/LAUREL
 GZ0468  USGS QUAD   -  LONDON SW (1979)
 GZ0468
 GZ0468                         *CURRENT SURVEY CONTROL
 GZ0468  ___________________________________________________________________
 GZ0468* NAD 83(1986)-  37 04 09.     (N)    084 12 27.     (W)     SCALED    
 GZ0468* NAVD 88     -       376.749  (meters)    1236.05   (feet)  ADJUSTED  
 GZ0468  ___________________________________________________________________
 GZ0468  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 GZ0468  DYNAMIC HT  -         376.457 (meters)    1235.09  (feet)  COMP
 GZ0468  MODELED GRAV-     979,844.6   (mgal)                       NAVD 88
 GZ0468
 GZ0468  VERT ORDER  -  SECOND    CLASS 0
 GZ0468
 GZ0468.The horizontal coordinates were scaled from a topographic map and have
 GZ0468.an estimated accuracy of +/- 6 seconds.
 GZ0468
 GZ0468.The orthometric height was determined by differential leveling
 GZ0468.and adjusted by the National Geodetic Survey in June 1991..
 GZ0468
 GZ0468.The geoid height was determined by GEOID03.
 GZ0468
 GZ0468.The dynamic height is computed by dividing the NAVD 88
 GZ0468.geopotential number by the normal gravity value computed on the
 GZ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0468.degrees latitude (g = 980.6199 gals.).
 GZ0468
 GZ0468.The modeled gravity was interpolated from observed gravity values.
 GZ0468
 GZ0468;                    North         East    Units  Estimated Accuracy
 GZ0468;SPC KY1Z     - 1,082,800.    1,637,170.      MT  (+/- 180 meters Scaled)
 GZ0468
 GZ0468                          SUPERSEDED SURVEY CONTROL
 GZ0468
 GZ0468  NGVD 29 (??/??/92)  376.907  (m)         1236.57   (f) ADJ UNCH    2 0
 GZ0468
 GZ0468.Superseded values are not recommended for survey control.
 GZ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0468.See file dsdata.txt to determine how the superseded data were derived.
 GZ0468
 GZ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG482061(NAD 83)
 GZ0468_MARKER: DB = BENCH MARK DISK
 GZ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0468_STAMPING: F 200 1950 1236.569
 GZ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0468+STABILITY: SURFACE MOTION
 GZ0468
 GZ0468  HISTORY     - Date     Condition        Report By
 GZ0468  HISTORY     - 1950     MONUMENTED       CGS
 GZ0468  HISTORY     - 1958     GOOD             NGS
 GZ0468
 GZ0468                          STATION DESCRIPTION
 GZ0468
 GZ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0468'9.9 MI SW FROM LONDON.
 GZ0468'ABOUT 7.35 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE COURT
 GZ0468'HOUSE AT LONDON, THENCE ABOUT 2.55 MILES NORTHWEST ALONG A GRAVEL
 GZ0468'ROAD, ON THE OUSIDE OF A CURVE IN THE ROAD WITH TANGENTS EXTENDING
 GZ0468'NORTHWEST AND EAST, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 GZ0468'53 FEET WEST OF THE WEST END OF A CONCRETE HEAD WALL AT SOUTH
 GZ0468'END OF A 24-INCH PIPE CULVERT, 23 FEET WEST-SOUTHWEST OF A 24-INCH
 GZ0468'OAK TREE, 11 FEET NORTHWEST OF A 20-INCH OAK TREE, 19 FEET EAST
 GZ0468'OF A 6-INCH HICKORY TREE, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN
 GZ0468'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0468
 GZ0468                          STATION RECOVERY (1958)
 GZ0468
 GZ0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0250 ***********************************************************************
 GZ0250  DESIGNATION -  F 201
 GZ0250  PID         -  GZ0250
 GZ0250  STATE/COUNTY-  KY/LAUREL
 GZ0250  USGS QUAD   -  LILY (1970)
 GZ0250
 GZ0250                         *CURRENT SURVEY CONTROL
 GZ0250  ___________________________________________________________________
 GZ0250* NAD 83(1986)-  37 05 13.     (N)    084 04 05.     (W)     SCALED    
 GZ0250* NAVD 88     -       361.197  (meters)    1185.03   (feet)  ADJUSTED  
 GZ0250  ___________________________________________________________________
 GZ0250  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ0250  DYNAMIC HT  -         360.909 (meters)    1184.08  (feet)  COMP
 GZ0250  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 GZ0250
 GZ0250  VERT ORDER  -  SECOND    CLASS 0
 GZ0250
 GZ0250.The horizontal coordinates were scaled from a topographic map and have
 GZ0250.an estimated accuracy of +/- 6 seconds.
 GZ0250
 GZ0250.The orthometric height was determined by differential leveling
 GZ0250.and adjusted by the National Geodetic Survey in June 1991..
 GZ0250
 GZ0250.The geoid height was determined by GEOID03.
 GZ0250
 GZ0250.The dynamic height is computed by dividing the NAVD 88
 GZ0250.geopotential number by the normal gravity value computed on the
 GZ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0250.degrees latitude (g = 980.6199 gals.).
 GZ0250
 GZ0250.The modeled gravity was interpolated from observed gravity values.
 GZ0250
 GZ0250;                    North         East    Units  Estimated Accuracy
 GZ0250;SPC KY1Z     - 1,084,990.    1,649,530.      MT  (+/- 180 meters Scaled)
 GZ0250
 GZ0250                          SUPERSEDED SURVEY CONTROL
 GZ0250
 GZ0250  NGVD 29 (??/??/92)  361.349  (m)         1185.53   (f) ADJ UNCH    2 0
 GZ0250
 GZ0250.Superseded values are not recommended for survey control.
 GZ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0250.See file dsdata.txt to determine how the superseded data were derived.
 GZ0250
 GZ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG606085(NAD 83)
 GZ0250_MARKER: DB = BENCH MARK DISK
 GZ0250_SETTING: 0 = UNSPECIFIED SETTING
 GZ0250_STAMPING: F 201 1950
 GZ0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0250
 GZ0250  HISTORY     - Date     Condition        Report By
 GZ0250  HISTORY     - 1950     MONUMENTED       CGS
 GZ0250  HISTORY     - 1970     GOOD             NGS
 GZ0250
 GZ0250                          STATION DESCRIPTION
 GZ0250
 GZ0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GZ0250'3.2 MI S FROM LONDON.
 GZ0250'DUE TO CHANGES AROUND THE STATION SITE A NEW DESCRIPTION FOLLOWS.
 GZ0250'TO REACH THE MARK FROM THE COURT HOUSE IN LONDON GO SOUTH ON
 GZ0250'U.S. HIGHWAY 25 FOR 3.0 MILES TO A PAVED SIDE ROAD RIGHT.  BEAR
 GZ0250'RIGHT AND GO SOUTHWEST FOR 0.15 MILE TO A PAVED DRIVEWAY ON THE
 GZ0250'RIGHT AND A SIGN-- FINLEYS TRAILER PARK.  TURN RIGHT AND PROCEED
 GZ0250'NORTHWEST THROUGH THE TRAILER PARK FOR 0.15 MILE TO THE END OF
 GZ0250'THE ROAD AT A HEDGEROW AND A FENCE.  FOLLOW THE FENCE FOR ABOUT
 GZ0250'100 YARDS IN A SOUTHWESTERLY DIRECTION TO THE MARK.  THE MARK IS
 GZ0250'38 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT NORTHWEST OF THE
 GZ0250'FENCE AND PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0321 ***********************************************************************
 GB0321  DESIGNATION -  F 202
 GB0321  PID         -  GB0321
 GB0321  STATE/COUNTY-  KY/LAUREL
 GB0321  USGS QUAD   -  VOX (1982)
 GB0321
 GB0321                         *CURRENT SURVEY CONTROL
 GB0321  ___________________________________________________________________
 GB0321* NAD 83(1986)-  36 58 12.     (N)    084 13 50.     (W)     SCALED    
 GB0321* NAVD 88     -       361.088  (meters)    1184.67   (feet)  ADJUSTED  
 GB0321  ___________________________________________________________________
 GB0321  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 GB0321  DYNAMIC HT  -         360.802 (meters)    1183.73  (feet)  COMP
 GB0321  MODELED GRAV-     979,828.2   (mgal)                       NAVD 88
 GB0321
 GB0321  VERT ORDER  -  SECOND    CLASS 0
 GB0321
 GB0321.The horizontal coordinates were scaled from a topographic map and have
 GB0321.an estimated accuracy of +/- 6 seconds.
 GB0321
 GB0321.The orthometric height was determined by differential leveling
 GB0321.and adjusted by the National Geodetic Survey in June 1991..
 GB0321
 GB0321.The geoid height was determined by GEOID03.
 GB0321
 GB0321.The dynamic height is computed by dividing the NAVD 88
 GB0321.geopotential number by the normal gravity value computed on the
 GB0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0321.degrees latitude (g = 980.6199 gals.).
 GB0321
 GB0321.The modeled gravity was interpolated from observed gravity values.
 GB0321
 GB0321;                    North         East    Units  Estimated Accuracy
 GB0321;SPC KY1Z     - 1,071,760.    1,635,300.      MT  (+/- 180 meters Scaled)
 GB0321
 GB0321                          SUPERSEDED SURVEY CONTROL
 GB0321
 GB0321  NGVD 29 (??/??/92)  361.243  (m)         1185.18   (f) ADJ UNCH    2 0
 GB0321
 GB0321.Superseded values are not recommended for survey control.
 GB0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0321.See file dsdata.txt to determine how the superseded data were derived.
 GB0321
 GB0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF465951(NAD 83)
 GB0321_MARKER: DB = BENCH MARK DISK
 GB0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0321_STAMPING: F 202 1950 1185.178
 GB0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0321+STABILITY: SURFACE MOTION
 GB0321
 GB0321  HISTORY     - Date     Condition        Report By
 GB0321  HISTORY     - 1950     MONUMENTED       CGS
 GB0321  HISTORY     - 1962     GOOD             NGS
 GB0321
 GB0321                          STATION DESCRIPTION
 GB0321
 GB0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0321'5.2 MI SW FROM KEAVY.
 GB0321'ABOUT 1.5 MILES WEST AND SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION
 GB0321'OF STATE HIGHWAY 363 AND POST OFFICE AT KEAVY, THENCE ABOUT
 GB0321'3.75 MILES SOUTHWEST ALONG A DIRT ROAD, AT THE JUNCTION OF A
 GB0321'ROAD SOUTH, AT THE B. BUNCH FARM HOUSE, 20 FEET SOUTHWEST OF THE
 GB0321'CENTER LINE OF SOUTHWEST LEG OF ROAD TRIANGLE, 39 FEET SOUTH
 GB0321'OF THE CENTER LINE OF EAST-WEST ROAD, 25 FEET WEST OF THE CENTER
 GB0321'LINE OF THE ROAD SOUTH, 1 FOOT NORTHEAST OF A SOUTHEAST-NORTHWEST
 GB0321'FENCE ALONG NORTHEAST SIDE OF A GARDEN, 15 FEET SOUTHEAST OF A
 GB0321'FENCE CORNER, ABOUT 2 FEET ABOVE ROAD AND SET IN THE TOP OF A
 GB0321'CONCRETE POST PROJECTING 6 INCHES.
 GB0321
 GB0321                          STATION RECOVERY (1962)
 GB0321
 GB0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0559 ***********************************************************************
 GZ0559  DESIGNATION -  F 203
 GZ0559  PID         -  GZ0559
 GZ0559  STATE/COUNTY-  KY/LAUREL
 GZ0559  USGS QUAD   -  LILY (1970)
 GZ0559
 GZ0559                         *CURRENT SURVEY CONTROL
 GZ0559  ___________________________________________________________________
 GZ0559* NAD 83(1986)-  37 03 41.     (N)    084 02 52.     (W)     SCALED    
 GZ0559* NAVD 88     -       354.681  (meters)    1163.65   (feet)  ADJUSTED  
 GZ0559  ___________________________________________________________________
 GZ0559  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GZ0559  DYNAMIC HT  -         354.397 (meters)    1162.72  (feet)  COMP
 GZ0559  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 GZ0559
 GZ0559  VERT ORDER  -  SECOND    CLASS 0
 GZ0559
 GZ0559.The horizontal coordinates were scaled from a topographic map and have
 GZ0559.an estimated accuracy of +/- 6 seconds.
 GZ0559
 GZ0559.The orthometric height was determined by differential leveling
 GZ0559.and adjusted by the National Geodetic Survey in June 1991..
 GZ0559
 GZ0559.The geoid height was determined by GEOID03.
 GZ0559
 GZ0559.The dynamic height is computed by dividing the NAVD 88
 GZ0559.geopotential number by the normal gravity value computed on the
 GZ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0559.degrees latitude (g = 980.6199 gals.).
 GZ0559
 GZ0559.The modeled gravity was interpolated from observed gravity values.
 GZ0559
 GZ0559;                    North         East    Units  Estimated Accuracy
 GZ0559;SPC KY1Z     - 1,082,180.    1,651,390.      MT  (+/- 180 meters Scaled)
 GZ0559
 GZ0559                          SUPERSEDED SURVEY CONTROL
 GZ0559
 GZ0559  NGVD 29 (??/??/92)  354.832  (m)         1164.14   (f) ADJ UNCH    2 0
 GZ0559
 GZ0559.Superseded values are not recommended for survey control.
 GZ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0559.See file dsdata.txt to determine how the superseded data were derived.
 GZ0559
 GZ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG624057(NAD 83)
 GZ0559_MARKER: DB = BENCH MARK DISK
 GZ0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0559_STAMPING: F 203 1950 1950 1164.145
 GZ0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0559+STABILITY: SURFACE MOTION
 GZ0559
 GZ0559  HISTORY     - Date     Condition        Report By
 GZ0559  HISTORY     - 1950     MONUMENTED       CGS
 GZ0559  HISTORY     - 1957     GOOD             NGS
 GZ0559
 GZ0559                          STATION DESCRIPTION
 GZ0559
 GZ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0559'0.8 MI SE FROM FARISTON.
 GZ0559'ABOUT 0.75 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE LOUISVILLE
 GZ0559'AND NASHVILLE RAILROAD STATION AT FARISTON, ABOUT 0.1 MILE
 GZ0559'SOUTHEAST OF A ROAD SOUTHWEST, ABOUT 0.15 MILE SOUTHEAST OF A
 GZ0559'SMALL CEMETERY, ABOUT 0.25 MILE SOUTHEAST OF THE CROSSING OF A
 GZ0559'POWER TRANSMISSION LINE, ABOUT 0.55 MILE SOUTHEAST OF FARISTON
 GZ0559'GRADE SCHOOL, AT A 1 1/2-STORY FARM HOUSE, 26 FEET SOUTHWEST OF
 GZ0559'THE CENTER LINE OF THE ROAD, 27 FEET SOUTHEAST OF THE CENTER
 GZ0559'LINE OF A DRIVE TO BARN, 69 FEET SOUTHEAST OF THE EAST CORNER OF
 GZ0559'PORCH OF HOUSE, 6 1/2 FEET SOUTHEAST OF THE EAST CORNER OF A
 GZ0559'SMALL FRAME BUILDING, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE
 GZ0559'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ0559
 GZ0559                          STATION RECOVERY (1957)
 GZ0559
 GZ0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0239 ***********************************************************************
 GB0239  DESIGNATION -  F 204
 GB0239  PID         -  GB0239
 GB0239  STATE/COUNTY-  KY/KNOX
 GB0239  USGS QUAD   -  CORBIN (1978)
 GB0239
 GB0239                         *CURRENT SURVEY CONTROL
 GB0239  ___________________________________________________________________
 GB0239* NAD 83(1986)-  36 57 29.     (N)    084 00 15.     (W)     SCALED    
 GB0239* NAVD 88     -       402.736  (meters)    1321.31   (feet)  ADJUSTED  
 GB0239  ___________________________________________________________________
 GB0239  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GB0239  DYNAMIC HT  -         402.408 (meters)    1320.23  (feet)  COMP
 GB0239  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 GB0239
 GB0239  VERT ORDER  -  SECOND    CLASS 0
 GB0239
 GB0239.The horizontal coordinates were scaled from a topographic map and have
 GB0239.an estimated accuracy of +/- 6 seconds.
 GB0239
 GB0239.The orthometric height was determined by differential leveling
 GB0239.and adjusted by the National Geodetic Survey in June 1991..
 GB0239
 GB0239.The geoid height was determined by GEOID03.
 GB0239
 GB0239.The dynamic height is computed by dividing the NAVD 88
 GB0239.geopotential number by the normal gravity value computed on the
 GB0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0239.degrees latitude (g = 980.6199 gals.).
 GB0239
 GB0239.The modeled gravity was interpolated from observed gravity values.
 GB0239
 GB0239;                    North         East    Units  Estimated Accuracy
 GB0239;SPC KY1Z     - 1,070,790.    1,655,480.      MT  (+/- 180 meters Scaled)
 GB0239
 GB0239                          SUPERSEDED SURVEY CONTROL
 GB0239
 GB0239  NGVD 29 (??/??/92)  402.891  (m)         1321.82   (f) ADJ UNCH    2 0
 GB0239
 GB0239.Superseded values are not recommended for survey control.
 GB0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0239.See file dsdata.txt to determine how the superseded data were derived.
 GB0239
 GB0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF667944(NAD 83)
 GB0239_MARKER: DB = BENCH MARK DISK
 GB0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0239_STAMPING: F 204 1950 1321.818
 GB0239_MARK LOGO: CGS   
 GB0239_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0239+STABILITY: SURFACE MOTION
 GB0239
 GB0239  HISTORY     - Date     Condition        Report By
 GB0239  HISTORY     - 1950     MONUMENTED       CGS
 GB0239  HISTORY     - 1957     GOOD             NGS
 GB0239  HISTORY     - 19930801 GOOD             KYDT
 GB0239
 GB0239                          STATION DESCRIPTION
 GB0239
 GB0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0239'1.4 MI N FROM GRAYS.
 GB0239'ABOUT 1.35 MILES NORTH ALONG A DIRT ROAD FROM THE METHODIST CHURCH
 GB0239'AT GRAYS, ABOUT 0.75 MILE SOUTH OF A BRIDGE OVER A SMALL CREEK,
 GB0239'AT THE TOP OF A LONG CROOKED HILL AND AT THE JUNCTION OF A DIM ROAD
 GB0239'NORTHEAST, 46 FEET EAST OF THE CENTER LINE OF DIRT ROAD AT CENTER
 GB0239'OF JUNCTION, 56 FEET SOUTH OF A 10-INCH TWIN PINE TREE, 49 FEET
 GB0239'NORTH OF A 10-INCH TWIN POPLAR TREE, 12 FEET NORTHEAST OF A SMALL
 GB0239'CRAB APPLE TREE, 6 FEET WEST OF A FENCE LINE, ABOUT LEVEL WITH
 GB0239'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 GB0239'INCHES.
 GB0239
 GB0239                          STATION RECOVERY (1957)
 GB0239
 GB0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0239'RECOVERED IN GOOD CONDITION.
 GB0239
 GB0239                          STATION RECOVERY (1993)
 GB0239
 GB0239'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0239'ABOUT 1.15 MILES (1.85 KM) NORTH ALONG KY 233 FROM INTERSECTION WITH
 GB0239'OLD US 25E IN COMMUNITY OF GRAY, ABOUT 0.75 MILE (1.21 KM) SOUTH OF A
 GB0239'BRIDGE OVER HAZEL FORK CREEK, AT THE TOP OF A LONG CROOKED HILL AND AT
 GB0239'THE JUNCTION OF A DIM ROAD NORTHEAST, 45 FEET (13.7 M) EAST-SOUTHEAST
 GB0239'OF CENTERLINE OF KY 233, 8 FEET (2.4 M) NORTH OF 10 INCH PINE TREE, 21
 GB0239'FEET (6.4 M) SOUTH OF A 18 INCH PINE TREE AT FENCE CORNER, 23.8 FEET
 GB0239'(7.3 M) EAST-SOUTHEAST OF SOUTH GATE POST ABOUT LEVEL WITH ROAD AND
 GB0239'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0353 ***********************************************************************
 GB0353  DESIGNATION -  F 205
 GB0353  PID         -  GB0353
 GB0353  STATE/COUNTY-  KY/MCCREARY
 GB0353  USGS QUAD   -  CUMBERLAND FALLS (1981)
 GB0353
 GB0353                         *CURRENT SURVEY CONTROL
 GB0353  ___________________________________________________________________
 GB0353* NAD 83(1986)-  36 50 09.     (N)    084 21 26.     (W)     SCALED    
 GB0353* NAVD 88     -       321.447  (meters)    1054.61   (feet)  ADJUSTED  
 GB0353  ___________________________________________________________________
 GB0353  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GB0353  DYNAMIC HT  -         321.193 (meters)    1053.78  (feet)  COMP
 GB0353  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 GB0353
 GB0353  VERT ORDER  -  SECOND    CLASS 0
 GB0353
 GB0353.The horizontal coordinates were scaled from a topographic map and have
 GB0353.an estimated accuracy of +/- 6 seconds.
 GB0353
 GB0353.The orthometric height was determined by differential leveling
 GB0353.and adjusted by the National Geodetic Survey in June 1991..
 GB0353
 GB0353.The geoid height was determined by GEOID03.
 GB0353
 GB0353.The dynamic height is computed by dividing the NAVD 88
 GB0353.geopotential number by the normal gravity value computed on the
 GB0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0353.degrees latitude (g = 980.6199 gals.).
 GB0353
 GB0353.The modeled gravity was interpolated from observed gravity values.
 GB0353
 GB0353;                    North         East    Units  Estimated Accuracy
 GB0353;SPC KY1Z     - 1,056,700.    1,624,240.      MT  (+/- 180 meters Scaled)
 GB0353
 GB0353                          SUPERSEDED SURVEY CONTROL
 GB0353
 GB0353  NGVD 29 (??/??/92)  321.602  (m)         1055.12   (f) ADJ UNCH    2 0
 GB0353
 GB0353.Superseded values are not recommended for survey control.
 GB0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0353.See file dsdata.txt to determine how the superseded data were derived.
 GB0353
 GB0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF356799(NAD 83)
 GB0353_MARKER: DB = BENCH MARK DISK
 GB0353_SETTING: 66 = SET IN ROCK OUTCROP
 GB0353_SP_SET: ROCK CUT
 GB0353_STAMPING: F 205 1950
 GB0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0353+STABILITY: POSITION/ELEVATION WELL
 GB0353
 GB0353  HISTORY     - Date     Condition        Report By
 GB0353  HISTORY     - 1950     MONUMENTED       CGS
 GB0353  HISTORY     - 1957     GOOD             NGS
 GB0353
 GB0353                          STATION DESCRIPTION
 GB0353
 GB0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0353'1 MI W FROM CUMBERLAND FALLS.
 GB0353'ABOUT 0.95 MILE WEST ALONG STATE HIGHWAY 90 FROM THE WEST FERRY
 GB0353'LANDING ON CUMBERLAND RIVER AT CUMBERLAND FALLS, ABOUT 1.15
 GB0353'MILES EAST OF THE JUNCTION OF STATE HIGHWAY 700 LEADING SOUTH,
 GB0353'ON THE EAST SLOPE OF A LONG CROOKED HILL, SET VERTICALLY IN
 GB0353'THE FACE OF A BENCH ROCK CUT, 16 FEET NORTH OF THE CENTER LINE
 GB0353'OF THE HIGHWAY, 118 FEET WEST OF THE EAST END OF CUT, 61 FEET
 GB0353'NORTH AND ACROSS HIGHWAY FROM A 24-INCH HICKORY TREE, AND ABOUT
 GB0353'1 FOOT ABOVE THE HIGHWAY.
 GB0353
 GB0353                          STATION RECOVERY (1957)
 GB0353
 GB0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2938 ***********************************************************************
 GA2938  DESIGNATION -  F 207
 GA2938  PID         -  GA2938
 GA2938  STATE/COUNTY-  KY/BELL
 GA2938  USGS QUAD   -  KAYJAY (1983)
 GA2938
 GA2938                         *CURRENT SURVEY CONTROL
 GA2938  ___________________________________________________________________
 GA2938* NAD 83(1986)-  36 42 45.     (N)    083 49 28.     (W)     SCALED    
 GA2938* NAVD 88     -       350.764  (meters)    1150.80   (feet)  ADJUSTED  
 GA2938  ___________________________________________________________________
 GA2938  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GA2938  DYNAMIC HT  -         350.462 (meters)    1149.81  (feet)  COMP
 GA2938  MODELED GRAV-     979,761.7   (mgal)                       NAVD 88
 GA2938
 GA2938  VERT ORDER  -  SECOND    CLASS 0
 GA2938
 GA2938.The horizontal coordinates were scaled from a topographic map and have
 GA2938.an estimated accuracy of +/- 6 seconds.
 GA2938
 GA2938.The orthometric height was determined by differential leveling
 GA2938.and adjusted by the National Geodetic Survey in June 1991..
 GA2938
 GA2938.The geoid height was determined by GEOID03.
 GA2938
 GA2938.The dynamic height is computed by dividing the NAVD 88
 GA2938.geopotential number by the normal gravity value computed on the
 GA2938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2938.degrees latitude (g = 980.6199 gals.).
 GA2938
 GA2938.The modeled gravity was interpolated from observed gravity values.
 GA2938
 GA2938;                    North         East    Units  Estimated Accuracy
 GA2938;SPC KY1Z     - 1,043,860.    1,672,050.      MT  (+/- 180 meters Scaled)
 GA2938
 GA2938                          SUPERSEDED SURVEY CONTROL
 GA2938
 GA2938  NGVD 29 (??/??/92)  350.910  (m)         1151.28   (f) ADJ UNCH    2 0
 GA2938
 GA2938.Superseded values are not recommended for survey control.
 GA2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2938.See file dsdata.txt to determine how the superseded data were derived.
 GA2938
 GA2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA477666(NAD 83)
 GA2938_MARKER: DB = BENCH MARK DISK
 GA2938_SETTING: 66 = SET IN ROCK OUTCROP
 GA2938_SP_SET: ROCK CUT
 GA2938_STAMPING: F 207 1950 1151.277
 GA2938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2938+STABILITY: POSITION/ELEVATION WELL
 GA2938
 GA2938  HISTORY     - Date     Condition        Report By
 GA2938  HISTORY     - 1950     MONUMENTED       CGS
 GA2938  HISTORY     - 1957     GOOD             NGS
 GA2938
 GA2938                          STATION DESCRIPTION
 GA2938
 GA2938'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2938'2 MI W FROM INGRAM.
 GA2938'1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 GA2938'AT INGRAM, THENCE ABOUT 0.3 MILE NORTHWEST ALONG A GRAVEL ROAD
 GA2938'LEADING TO KAYJAY, ON THE SOUTHEAST SLOPE OF A LONG WINDING HILL,
 GA2938'ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 GA2938'WEST, 17 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, SET
 GA2938'VERTICALLY IN THE SLIGHTLY SLANTING SMOOTH 10-FOOT HIGH FACE OF
 GA2938'A ROCK CUT, AND ABOUT 5 FEET ABOVE THE ROAD.
 GA2938
 GA2938                          STATION RECOVERY (1957)
 GA2938
 GA2938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2642 ***********************************************************************
 GA2642  DESIGNATION -  F 209
 GA2642  PID         -  GA2642
 GA2642  STATE/COUNTY-  KY/BELL
 GA2642  USGS QUAD   -  FORK RIDGE (1959)
 GA2642
 GA2642                         *CURRENT SURVEY CONTROL
 GA2642  ___________________________________________________________________
 GA2642* NAD 83(1986)-  36 36 52.     (N)    083 46 27.     (W)     SCALED    
 GA2642* NAVD 88     -       387.542  (meters)    1271.46   (feet)  ADJUSTED  
 GA2642  ___________________________________________________________________
 GA2642  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GA2642  DYNAMIC HT  -         387.201 (meters)    1270.34  (feet)  COMP
 GA2642  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 GA2642
 GA2642  VERT ORDER  -  SECOND    CLASS 0
 GA2642
 GA2642.The horizontal coordinates were scaled from a topographic map and have
 GA2642.an estimated accuracy of +/- 6 seconds.
 GA2642
 GA2642.The orthometric height was determined by differential leveling
 GA2642.and adjusted by the National Geodetic Survey in June 1991..
 GA2642
 GA2642.The geoid height was determined by GEOID03.
 GA2642
 GA2642.The dynamic height is computed by dividing the NAVD 88
 GA2642.geopotential number by the normal gravity value computed on the
 GA2642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2642.degrees latitude (g = 980.6199 gals.).
 GA2642
 GA2642.The modeled gravity was interpolated from observed gravity values.
 GA2642
 GA2642;                    North         East    Units  Estimated Accuracy
 GA2642;SPC KY1Z     - 1,033,070.    1,676,770.      MT  (+/- 180 meters Scaled)
 GA2642
 GA2642                          SUPERSEDED SURVEY CONTROL
 GA2642
 GA2642  NGVD 29 (??/??/92)  387.680  (m)         1271.91   (f) ADJ UNCH    2 0
 GA2642
 GA2642.Superseded values are not recommended for survey control.
 GA2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2642.See file dsdata.txt to determine how the superseded data were derived.
 GA2642
 GA2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA518556(NAD 83)
 GA2642_MARKER: DB = BENCH MARK DISK
 GA2642_SETTING: 66 = SET IN ROCK OUTCROP
 GA2642_SP_SET: ROCK OUTCROP
 GA2642_STAMPING: F 209 1951 1271.913
 GA2642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2642+STABILITY: POSITION/ELEVATION WELL
 GA2642
 GA2642  HISTORY     - Date     Condition        Report By
 GA2642  HISTORY     - 1951     MONUMENTED       CGS
 GA2642  HISTORY     - 1957     GOOD             NGS
 GA2642  HISTORY     - 1978     GOOD             LOCENG
 GA2642
 GA2642                          STATION DESCRIPTION
 GA2642
 GA2642'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2642'3 MI E FROM CAPITO.
 GA2642'3.0 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GA2642'THE POST OFFICE AT CAPITO, ABOUT 190 YARDS WEST OF THE WEST END
 GA2642'OF A SWITCH TRACK AND MILE POST 221, 30 YARDS NORTHEAST OF THE
 GA2642'TOP OF A SMALL GRADE ON STATE HIGHWAY 74, 75 1/2 FEET NORTH AND
 GA2642'ACROSS THE HIGHWAY FROM THE NORTH RAIL, 39 FEET NORTH OF THE
 GA2642'CENTER LINE OF THE HIGHWAY, 8 FEET NORTH OF HIGHWAY R/W FENCE
 GA2642'LINE, SET VERTICALLY ABOUT 1 FOOT ABOVE THE GROUND IN THE
 GA2642'VERTICAL SOUTH FACE OF A 10 FOOT LONG AND 4 FOOT HIGH OUTCROP OR
 GA2642'ROCK PROJECTING OUT OF HILL SIDE SLOPE, 1 FOOT EAST OF THE WEST
 GA2642'EDGE OF OUTCROP, ABOUT 5 1/2 FEET ABOVE THE HIGHWAY AND ABOUT
 GA2642'10 FEET ABOVE THE TRACK.
 GA2642
 GA2642                          STATION RECOVERY (1957)
 GA2642
 GA2642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2642'RECOVERED IN GOOD CONDITION.
 GA2642
 GA2642                          STATION RECOVERY (1978)
 GA2642
 GA2642'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 GA2642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2997 ***********************************************************************
 GA2997  DESIGNATION -  F 210
 GA2997  PID         -  GA2997
 GA2997  STATE/COUNTY-  KY/BELL
 GA2997  USGS QUAD   -  FRAKES (1952)
 GA2997
 GA2997                         *CURRENT SURVEY CONTROL
 GA2997  ___________________________________________________________________
 GA2997* NAD 83(1986)-  36 39 52.     (N)    083 52 57.     (W)     SCALED    
 GA2997* NAVD 88     -       455.990  (meters)    1496.03   (feet)  ADJUSTED  
 GA2997  ___________________________________________________________________
 GA2997  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GA2997  DYNAMIC HT  -         455.585 (meters)    1494.70  (feet)  COMP
 GA2997  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 GA2997
 GA2997  VERT ORDER  -  SECOND    CLASS 0
 GA2997
 GA2997.The horizontal coordinates were scaled from a topographic map and have
 GA2997.an estimated accuracy of +/- 6 seconds.
 GA2997
 GA2997.The orthometric height was determined by differential leveling
 GA2997.and adjusted by the National Geodetic Survey in June 1991..
 GA2997
 GA2997.The geoid height was determined by GEOID03.
 GA2997
 GA2997.The dynamic height is computed by dividing the NAVD 88
 GA2997.geopotential number by the normal gravity value computed on the
 GA2997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2997.degrees latitude (g = 980.6199 gals.).
 GA2997
 GA2997.The modeled gravity was interpolated from observed gravity values.
 GA2997
 GA2997;                    North         East    Units  Estimated Accuracy
 GA2997;SPC KY1Z     - 1,038,420.    1,666,970.      MT  (+/- 180 meters Scaled)
 GA2997
 GA2997                          SUPERSEDED SURVEY CONTROL
 GA2997
 GA2997  NGVD 29 (??/??/92)  456.116  (m)         1496.44   (f) ADJ UNCH    2 0
 GA2997
 GA2997.Superseded values are not recommended for survey control.
 GA2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2997.See file dsdata.txt to determine how the superseded data were derived.
 GA2997
 GA2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA423615(NAD 83)
 GA2997_MARKER: DB = BENCH MARK DISK
 GA2997_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2997_SP_SET: CULVERT
 GA2997_STAMPING: F 210 1951 1496.441
 GA2997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2997
 GA2997  HISTORY     - Date     Condition        Report By
 GA2997  HISTORY     - 1951     MONUMENTED       CGS
 GA2997  HISTORY     - 1957     GOOD             NGS
 GA2997
 GA2997                          STATION DESCRIPTION
 GA2997
 GA2997'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2997'1.4 MI SW FROM CHENOA.
 GA2997'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 190 FROM THE SCHOOL AT
 GA2997'CHENOA, ABOUT 2.95 MILES NORTHEAST OF THE POST OFFICE AT FRAKES,
 GA2997'ABOUT 0.45 MILE NORTHEAST OF JUNCTION OF A ROAD SOUTH AND HENDERSON
 GA2997'HALL CHURCH, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 GA2997'HEAD WALL OF A 5-FOOT CONCRETE CULVERT, 18 FEET NORTHWEST OF THE
 GA2997'CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW THE HIGHWAY.
 GA2997
 GA2997                          STATION RECOVERY (1957)
 GA2997
 GA2997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3007 ***********************************************************************
 GA3007  DESIGNATION -  F 211
 GA3007  PID         -  GA3007
 GA3007  STATE/COUNTY-  KY/BELL
 GA3007  USGS QUAD   -  FORK RIDGE (1959)
 GA3007
 GA3007                         *CURRENT SURVEY CONTROL
 GA3007  ___________________________________________________________________
 GA3007* NAD 83(1986)-  36 37 23.     (N)    083 45 38.     (W)     SCALED    
 GA3007* NAVD 88     -       387.926  (meters)    1272.72   (feet)  ADJUSTED  
 GA3007  ___________________________________________________________________
 GA3007  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GA3007  DYNAMIC HT  -         387.586 (meters)    1271.61  (feet)  COMP
 GA3007  MODELED GRAV-     979,744.1   (mgal)                       NAVD 88
 GA3007
 GA3007  VERT ORDER  -  SECOND    CLASS 0
 GA3007
 GA3007.The horizontal coordinates were scaled from a topographic map and have
 GA3007.an estimated accuracy of +/- 6 seconds.
 GA3007
 GA3007.The orthometric height was determined by differential leveling
 GA3007.and adjusted by the National Geodetic Survey in June 1991..
 GA3007
 GA3007.The geoid height was determined by GEOID03.
 GA3007
 GA3007.The dynamic height is computed by dividing the NAVD 88
 GA3007.geopotential number by the normal gravity value computed on the
 GA3007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3007.degrees latitude (g = 980.6199 gals.).
 GA3007
 GA3007.The modeled gravity was interpolated from observed gravity values.
 GA3007
 GA3007;                    North         East    Units  Estimated Accuracy
 GA3007;SPC KY1Z     - 1,034,050.    1,677,970.      MT  (+/- 180 meters Scaled)
 GA3007
 GA3007                          SUPERSEDED SURVEY CONTROL
 GA3007
 GA3007  NGVD 29 (??/??/92)  388.067  (m)         1273.18   (f) ADJ UNCH    2 0
 GA3007
 GA3007.Superseded values are not recommended for survey control.
 GA3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3007.See file dsdata.txt to determine how the superseded data were derived.
 GA3007
 GA3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA531566(NAD 83)
 GA3007_MARKER: DD = SURVEY DISK
 GA3007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA3007_SP_SET: BUILDING
 GA3007_STAMPING: F 211 1951 1273.183
 GA3007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3007
 GA3007  HISTORY     - Date     Condition        Report By
 GA3007  HISTORY     - 1951     MONUMENTED       CGS
 GA3007  HISTORY     - 1957     GOOD             NGS
 GA3007
 GA3007                          STATION DESCRIPTION
 GA3007
 GA3007'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA3007'0.4 MI NW FROM MIDDLESBORO.
 GA3007'0.45 MILE NORTHWEST ALONG A GRAVEL ROAD FOLLOWING BEAN FORK FROM
 GA3007'THE JUNCTION OF STATE HIGHWAY 74 AT MIDDLESBORO, ABOUT 0.25 MILE
 GA3007'SOUTHEAST OF BEAN FORK BAPTIST CHURCH, SET VERTICALLY IN THE
 GA3007'NORTHEAST FACE OF THE CONCRETE FOUNDATION OF CONCRETE BLOCK
 GA3007'BUILDING HOUSING BEAN FORK GRADE SCHOOL, 0.7 FOOT SOUTHEAST OF
 GA3007'THE NORTH CORNER OF BUILDING, 160 FEET SOUTHWEST OF THE CENTER
 GA3007'LINE OF THE ROAD AND ABOUT 1 1/2 FEET ABOVE THE GROUND.
 GA3007
 GA3007                          STATION RECOVERY (1957)
 GA3007
 GA3007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA3007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1419 ***********************************************************************
 GZ1419  DESIGNATION -  F 212
 GZ1419  PID         -  GZ1419
 GZ1419  STATE/COUNTY-  KY/MARION
 GZ1419  USGS QUAD   -  LEBANON EAST (1994)
 GZ1419
 GZ1419                         *CURRENT SURVEY CONTROL
 GZ1419  ___________________________________________________________________
 GZ1419* NAD 83(1986)-  37 30 03.     (N)    085 10 57.     (W)     SCALED    
 GZ1419* NAVD 88     -       201.721  (meters)     661.81   (feet)  ADJUSTED  
 GZ1419  ___________________________________________________________________
 GZ1419  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 GZ1419  DYNAMIC HT  -         201.561 (meters)     661.29  (feet)  COMP
 GZ1419  MODELED GRAV-     979,834.5   (mgal)                       NAVD 88
 GZ1419
 GZ1419  VERT ORDER  -  SECOND    CLASS 0
 GZ1419
 GZ1419.The horizontal coordinates were scaled from a topographic map and have
 GZ1419.an estimated accuracy of +/- 6 seconds.
 GZ1419
 GZ1419.The orthometric height was determined by differential leveling
 GZ1419.and adjusted by the National Geodetic Survey in June 1991..
 GZ1419
 GZ1419.The geoid height was determined by GEOID03.
 GZ1419
 GZ1419.The dynamic height is computed by dividing the NAVD 88
 GZ1419.geopotential number by the normal gravity value computed on the
 GZ1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1419.degrees latitude (g = 980.6199 gals.).
 GZ1419
 GZ1419.The modeled gravity was interpolated from observed gravity values.
 GZ1419
 GZ1419;                    North         East    Units  Estimated Accuracy
 GZ1419;SPC KY1Z     - 1,129,730.    1,550,180.      MT  (+/- 180 meters Scaled)
 GZ1419
 GZ1419                          SUPERSEDED SURVEY CONTROL
 GZ1419
 GZ1419  NGVD 29 (??/??/92)  201.861  (m)          662.27   (f) ADJ UNCH    2 0
 GZ1419
 GZ1419.Superseded values are not recommended for survey control.
 GZ1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1419.See file dsdata.txt to determine how the superseded data were derived.
 GZ1419
 GZ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG606519(NAD 83)
 GZ1419_MARKER: DB = BENCH MARK DISK
 GZ1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1419_STAMPING: F 212 1951 662.272
 GZ1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1419+STABILITY: SURFACE MOTION
 GZ1419
 GZ1419  HISTORY     - Date     Condition        Report By
 GZ1419  HISTORY     - 1951     MONUMENTED       CGS
 GZ1419  HISTORY     - 1958     GOOD             NGS
 GZ1419  HISTORY     - 1983     GOOD             KYDT
 GZ1419
 GZ1419                          STATION DESCRIPTION
 GZ1419
 GZ1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1419'2.4 MI NW FROM BRADFORDSVILLE.
 GZ1419'ABOUT 2.35 MILES NORTHWEST ALONG STATE HIGHWAY 49 FROM THE SCHOOL
 GZ1419'AT BRADFORDSVILLE, ABOUT 0.2 MILE EAST OF A STEEL BRIDGE OVER
 GZ1419'ROLLING FORK, AT THE OUTSIDE AND SOUTH END OF A CURVE WITH
 GZ1419'TANGENTS EXTENDING SOUTH AND WEST, 31 FEET EAST OF THE CENTER
 GZ1419'LINE OF HIGHWAY, 35 FEET SOUTHEAST OF THE CENTER LINE OF A
 GZ1419'TRAIL LEADING NORTHEAST AND DOWN HILL, 21 FEET WEST OF THE TOP
 GZ1419'EDGE OF A STEEP BANK, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 GZ1419'POST, ABOUT 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 GZ1419'CONCRETE POST PROJECTING 4 INCHES.
 GZ1419
 GZ1419                          STATION RECOVERY (1958)
 GZ1419
 GZ1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1419'RECOVERED IN GOOD CONDITION.
 GZ1419
 GZ1419                          STATION RECOVERY (1983)
 GZ1419
 GZ1419'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1333 ***********************************************************************
 GZ1333  DESIGNATION -  F 213
 GZ1333  PID         -  GZ1333
 GZ1333  STATE/COUNTY-  KY/CASEY
 GZ1333  USGS QUAD   -  PARKSVILLE (1952)
 GZ1333
 GZ1333                         *CURRENT SURVEY CONTROL
 GZ1333  ___________________________________________________________________
 GZ1333* NAD 83(1986)-  37 30 14.     (N)    084 56 26.     (W)     SCALED    
 GZ1333* NAVD 88     -       282.659  (meters)     927.36   (feet)  ADJUSTED  
 GZ1333  ___________________________________________________________________
 GZ1333  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GZ1333  DYNAMIC HT  -         282.438 (meters)     926.63  (feet)  COMP
 GZ1333  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 GZ1333
 GZ1333  VERT ORDER  -  SECOND    CLASS 0
 GZ1333
 GZ1333.The horizontal coordinates were scaled from a topographic map and have
 GZ1333.an estimated accuracy of +/- 6 seconds.
 GZ1333
 GZ1333.The orthometric height was determined by differential leveling
 GZ1333.and adjusted by the National Geodetic Survey in June 1991..
 GZ1333
 GZ1333.The geoid height was determined by GEOID03.
 GZ1333
 GZ1333.The dynamic height is computed by dividing the NAVD 88
 GZ1333.geopotential number by the normal gravity value computed on the
 GZ1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1333.degrees latitude (g = 980.6199 gals.).
 GZ1333
 GZ1333.The modeled gravity was interpolated from observed gravity values.
 GZ1333
 GZ1333;                    North         East    Units  Estimated Accuracy
 GZ1333;SPC KY1Z     - 1,130,220.    1,571,570.      MT  (+/- 180 meters Scaled)
 GZ1333
 GZ1333                          SUPERSEDED SURVEY CONTROL
 GZ1333
 GZ1333  NGVD 29 (??/??/92)  282.796  (m)          927.81   (f) ADJ UNCH    2 0
 GZ1333
 GZ1333.Superseded values are not recommended for survey control.
 GZ1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1333.See file dsdata.txt to determine how the superseded data were derived.
 GZ1333
 GZ1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG820527(NAD 83)
 GZ1333_MARKER: DB = BENCH MARK DISK
 GZ1333_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1333_SP_SET: ROCK CLIFF
 GZ1333_STAMPING: F 213 1951 927.807
 GZ1333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1333+STABILITY: POSITION/ELEVATION WELL
 GZ1333
 GZ1333  HISTORY     - Date     Condition        Report By
 GZ1333  HISTORY     - 1951     MONUMENTED       CGS
 GZ1333  HISTORY     - 1958     GOOD             NGS
 GZ1333
 GZ1333                          STATION DESCRIPTION
 GZ1333
 GZ1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1333'7 MI NE FROM JACKTOWN.
 GZ1333'ABOUT 6.1 MILES NORTHEAST ALONG STATE HIGHWAY 243 FROM THE
 GZ1333'JUNCTION OF STATE HIGHWAY 49 AT JACKTOWN, THENCE ABOUT 0.9 MILE
 GZ1333'EAST ALONG A GRAVEL ROAD, ABOUT 0.2 MILE EAST OF SHOEHAMMER
 GZ1333'SCHOOL, ABOUT 0.9 MILE EAST OF THE NORTH END OF A HIGHWAY 243
 GZ1333'BRIDGE OVER LITTLE SOUTH FORK, 51 FEET SOUTH-SOUTHEAST OF THE
 GZ1333'CENTER LINE OF THE ROAD, 8 YARDS SOUTH-SOUTHEAST OF THE CENTER
 GZ1333'OF A CREEK PARALLEL TO ROAD, SET VERTICALLY ABOUT 5 FEET ABOVE
 GZ1333'BOTTOM OF CREEK IN THE FACE OF A LOW LIMESTONE CLIFF AND ABOUT
 GZ1333'LEVEL WITH ROAD.
 GZ1333
 GZ1333                          STATION RECOVERY (1958)
 GZ1333
 GZ1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1724 ***********************************************************************
 GZ1724  DESIGNATION -  F 214
 GZ1724  PID         -  GZ1724
 GZ1724  STATE/COUNTY-  KY/TAYLOR
 GZ1724  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ1724
 GZ1724                         *CURRENT SURVEY CONTROL
 GZ1724  ___________________________________________________________________
 GZ1724* NAD 83(1986)-  37 19 36.     (N)    085 17 46.     (W)     SCALED    
 GZ1724* NAVD 88     -       260.204  (meters)     853.69   (feet)  ADJUSTED  
 GZ1724  ___________________________________________________________________
 GZ1724  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GZ1724  DYNAMIC HT  -         259.997 (meters)     853.01  (feet)  COMP
 GZ1724  MODELED GRAV-     979,829.5   (mgal)                       NAVD 88
 GZ1724
 GZ1724  VERT ORDER  -  SECOND    CLASS 0
 GZ1724
 GZ1724.The horizontal coordinates were scaled from a topographic map and have
 GZ1724.an estimated accuracy of +/- 6 seconds.
 GZ1724
 GZ1724.The orthometric height was determined by differential leveling
 GZ1724.and adjusted by the National Geodetic Survey in June 1991..
 GZ1724
 GZ1724.The geoid height was determined by GEOID03.
 GZ1724
 GZ1724.The dynamic height is computed by dividing the NAVD 88
 GZ1724.geopotential number by the normal gravity value computed on the
 GZ1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1724.degrees latitude (g = 980.6199 gals.).
 GZ1724
 GZ1724.The modeled gravity was interpolated from observed gravity values.
 GZ1724
 GZ1724;                    North         East    Units  Estimated Accuracy
 GZ1724;SPC KY1Z     - 1,110,340.    1,540,230.      MT  (+/- 180 meters Scaled)
 GZ1724
 GZ1724                          SUPERSEDED SURVEY CONTROL
 GZ1724
 GZ1724  NGVD 29 (??/??/92)  260.344  (m)          854.15   (f) ADJ UNCH    2 0
 GZ1724
 GZ1724.Superseded values are not recommended for survey control.
 GZ1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1724.See file dsdata.txt to determine how the superseded data were derived.
 GZ1724
 GZ1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG509324(NAD 83)
 GZ1724_MARKER: DB = BENCH MARK DISK
 GZ1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1724_STAMPING: F 214 1951 854.145
 GZ1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1724+STABILITY: SURFACE MOTION
 GZ1724
 GZ1724  HISTORY     - Date     Condition        Report By
 GZ1724  HISTORY     - 1951     MONUMENTED       CGS
 GZ1724  HISTORY     - 1958     GOOD             NGS
 GZ1724  HISTORY     - 20000814 MARK NOT FOUND   KYDT
 GZ1724
 GZ1724                          STATION DESCRIPTION
 GZ1724
 GZ1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1724'3 MI E FROM CAMPBELLSVILLE.
 GZ1724'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 70 FROM THE LOUISVILLE
 GZ1724'AND NASHVILLE RAILROAD STATION AT CAMPBELLSVILLE, ABOUT 0.75
 GZ1724'MILE WEST OF THE JUNCTIONOF STATE HIGHWAY 76 LEADING SOUTH,
 GZ1724'ABOUT 10 YARDS SOUTHEAST OF THE TOP OF A GRADE, 24 FEET SOUTHWEST
 GZ1724'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF A FENCE
 GZ1724'LINE, 47 FEET SOUTHEAST OF A FENCE CORNER, 15 FEET SOUTHEAST
 GZ1724'OF A 30-INCH MAPLE TREE, 2 FEET NORTHWEST OF A WHITE WOODEN
 GZ1724'WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF
 GZ1724'A CONCRETE POST PROJECTING 3 INCHS.
 GZ1724
 GZ1724                          STATION RECOVERY (1958)
 GZ1724
 GZ1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1724'RECOVERED IN GOOD CONDITION.
 GZ1724
 GZ1724                          STATION RECOVERY (2000)
 GZ1724
 GZ1724'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 GZ1724'THERE IS A WIDE BLACKTOP DRIVE AT THIS LOCATION, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1038 ***********************************************************************
 GZ1038  DESIGNATION -  F 216
 GZ1038  PID         -  GZ1038
 GZ1038  STATE/COUNTY-  KY/PULASKI
 GZ1038  USGS QUAD   -  SCIENCE HILL (1961)
 GZ1038
 GZ1038                         *CURRENT SURVEY CONTROL
 GZ1038  ___________________________________________________________________
 GZ1038* NAD 83(1986)-  37 09 54.     (N)    084 42 24.     (W)     SCALED    
 GZ1038* NAVD 88     -       255.872  (meters)     839.47   (feet)  POSTED    
 GZ1038  ___________________________________________________________________
 GZ1038  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GZ1038  DYNAMIC HT  -         255.670 (meters)     838.81  (feet)  COMP
 GZ1038  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 GZ1038
 GZ1038  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GZ1038
 GZ1038.The horizontal coordinates were scaled from a topographic map and have
 GZ1038.an estimated accuracy of +/- 6 seconds.
 GZ1038
 GZ1038.The orthometric height was determined by differential leveling
 GZ1038.and adjusted by the National Geodetic Survey in 1992..
 GZ1038.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GZ1038.rate of 2.1 thru 3.0 mm/km.
 GZ1038
 GZ1038.The geoid height was determined by GEOID03.
 GZ1038
 GZ1038.The dynamic height is computed by dividing the NAVD 88
 GZ1038.geopotential number by the normal gravity value computed on the
 GZ1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1038.degrees latitude (g = 980.6199 gals.).
 GZ1038
 GZ1038.The modeled gravity was interpolated from observed gravity values.
 GZ1038
 GZ1038;                    North         East    Units  Estimated Accuracy
 GZ1038;SPC KY1Z     - 1,092,820.    1,592,660.      MT  (+/- 180 meters Scaled)
 GZ1038
 GZ1038                          SUPERSEDED SURVEY CONTROL
 GZ1038
 GZ1038  NGVD 29 (??/??/92)  256.014  (m)          839.94   (f) ADJ UNCH    2 0
 GZ1038
 GZ1038.Superseded values are not recommended for survey control.
 GZ1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1038.See file dsdata.txt to determine how the superseded data were derived.
 GZ1038
 GZ1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG036156(NAD 83)
 GZ1038_MARKER: DB = BENCH MARK DISK
 GZ1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1038_STAMPING: F 216 1951 839.939
 GZ1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1038+STABILITY: SURFACE MOTION
 GZ1038
 GZ1038  HISTORY     - Date     Condition        Report By
 GZ1038  HISTORY     - 1951     MONUMENTED       CGS
 GZ1038  HISTORY     - 1961     POOR             NGS
 GZ1038  HISTORY     - 20050509 MARK NOT FOUND   KYDT
 GZ1038
 GZ1038                          STATION DESCRIPTION
 GZ1038
 GZ1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1038'2.4 MI E FROM KING BEE.
 GZ1038'ABOUT 2.4 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1038'AT KING BEE, ABOUT 0.15 MILE NORTHEAST OF A BRIDGE OVER FISHING
 GZ1038'CREEK, AT HOUGE, ABOUT MIDWAY OF A LONG HILL DECENDING SOUTHWEST,
 GZ1038'204 FEET NORTH OF THE NORTHEAST CORNER OF AN OLD ABANDONED STORE
 GZ1038'BUILDING, 123 FEET NORTH OF THE NORTHEAST CORNER OF AN ABANDONED
 GZ1038'HOUSE, 64 FEET WEST OF THE CENTER LINE OF ROAD, 39 FEET
 GZ1038'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A BARN, 7 1/2 FEET
 GZ1038'EAST OF AN 8-INCH BLACK WALNUT TREE, 1 1/2 FEET SOUTH OF A WHITE
 GZ1038'WOODEN WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE ROAD AND SET
 GZ1038'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1038
 GZ1038                          STATION RECOVERY (1961)
 GZ1038
 GZ1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GZ1038'MARK RECOVERED IN POOR CONDITION.
 GZ1038
 GZ1038                          STATION RECOVERY (2005)
 GZ1038
 GZ1038'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0974 ***********************************************************************
 GZ0974  DESIGNATION -  F 217
 GZ0974  PID         -  GZ0974
 GZ0974  STATE/COUNTY-  KY/CASEY
 GZ0974  USGS QUAD   -  PHIL (1953)
 GZ0974
 GZ0974                         *CURRENT SURVEY CONTROL
 GZ0974  ___________________________________________________________________
 GZ0974* NAD 83(1986)-  37 11 44.     (N)    084 56 57.     (W)     SCALED    
 GZ0974* NAVD 88     -       235.678  (meters)     773.22   (feet)  ADJUSTED  
 GZ0974  ___________________________________________________________________
 GZ0974  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GZ0974  DYNAMIC HT  -         235.489 (meters)     772.60  (feet)  COMP
 GZ0974  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 GZ0974
 GZ0974  VERT ORDER  -  SECOND    CLASS 0
 GZ0974
 GZ0974.The horizontal coordinates were scaled from a topographic map and have
 GZ0974.an estimated accuracy of +/- 6 seconds.
 GZ0974
 GZ0974.The orthometric height was determined by differential leveling
 GZ0974.and adjusted by the National Geodetic Survey in June 1991..
 GZ0974
 GZ0974.The geoid height was determined by GEOID03.
 GZ0974
 GZ0974.The dynamic height is computed by dividing the NAVD 88
 GZ0974.geopotential number by the normal gravity value computed on the
 GZ0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0974.degrees latitude (g = 980.6199 gals.).
 GZ0974
 GZ0974.The modeled gravity was interpolated from observed gravity values.
 GZ0974
 GZ0974;                    North         East    Units  Estimated Accuracy
 GZ0974;SPC KY1Z     - 1,096,000.    1,571,100.      MT  (+/- 180 meters Scaled)
 GZ0974
 GZ0974                          SUPERSEDED SURVEY CONTROL
 GZ0974
 GZ0974  NGVD 29 (??/??/92)  235.818  (m)          773.68   (f) ADJ UNCH    2 0
 GZ0974
 GZ0974.Superseded values are not recommended for survey control.
 GZ0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0974.See file dsdata.txt to determine how the superseded data were derived.
 GZ0974
 GZ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG820185(NAD 83)
 GZ0974_MARKER: DB = BENCH MARK DISK
 GZ0974_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0974_SP_SET: BRIDGE
 GZ0974_STAMPING: F 217 1951 773.680
 GZ0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0974
 GZ0974  HISTORY     - Date     Condition        Report By
 GZ0974  HISTORY     - 1951     MONUMENTED       CGS
 GZ0974  HISTORY     - 1958     GOOD             NGS
 GZ0974  HISTORY     - 1984     GOOD             KYDT
 GZ0974
 GZ0974                          STATION DESCRIPTION
 GZ0974
 GZ0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0974'1.3 MI S FROM PHIL.
 GZ0974'ABOUT 1.3 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GZ0974'AND ROAD JUNCTION AT PHIL, SET IN THE TOP OF THE WEST END OF THE
 GZ0974'SOUTH ABUTMENT OF A 150-FOOT CONCRETE BRIDGE OVER SOUTH FORK
 GZ0974'CREEK, 14 1/2 FEET WEST OF THE CENTER LINE OF ROAD AND ABOUT 1
 GZ0974'FOOT ABOVE ROAD.
 GZ0974
 GZ0974                          STATION RECOVERY (1958)
 GZ0974
 GZ0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0974'RECOVERED IN GOOD CONDITION.
 GZ0974
 GZ0974                          STATION RECOVERY (1984)
 GZ0974
 GZ0974'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1029 ***********************************************************************
 GZ1029  DESIGNATION -  F 219
 GZ1029  PID         -  GZ1029
 GZ1029  STATE/COUNTY-  KY/CASEY
 GZ1029  USGS QUAD   -  MINTONVILLE (1976)
 GZ1029
 GZ1029                         *CURRENT SURVEY CONTROL
 GZ1029  ___________________________________________________________________
 GZ1029* NAD 83(1986)-  37 12 50.     (N)    084 48 59.     (W)     SCALED    
 GZ1029* NAVD 88     -       366.097  (meters)    1201.10   (feet)  ADJUSTED  
 GZ1029  ___________________________________________________________________
 GZ1029  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GZ1029  DYNAMIC HT  -         365.790 (meters)    1200.10  (feet)  COMP
 GZ1029  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 GZ1029
 GZ1029  VERT ORDER  -  SECOND    CLASS 0
 GZ1029
 GZ1029.The horizontal coordinates were scaled from a topographic map and have
 GZ1029.an estimated accuracy of +/- 6 seconds.
 GZ1029
 GZ1029.The orthometric height was determined by differential leveling
 GZ1029.and adjusted by the National Geodetic Survey in June 1991..
 GZ1029
 GZ1029.The geoid height was determined by GEOID03.
 GZ1029
 GZ1029.The dynamic height is computed by dividing the NAVD 88
 GZ1029.geopotential number by the normal gravity value computed on the
 GZ1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1029.degrees latitude (g = 980.6199 gals.).
 GZ1029
 GZ1029.The modeled gravity was interpolated from observed gravity values.
 GZ1029
 GZ1029;                    North         East    Units  Estimated Accuracy
 GZ1029;SPC KY1Z     - 1,098,140.    1,582,870.      MT  (+/- 180 meters Scaled)
 GZ1029
 GZ1029                          SUPERSEDED SURVEY CONTROL
 GZ1029
 GZ1029  NGVD 29 (??/??/92)  366.216  (m)         1201.49   (f) ADJ UNCH    2 0
 GZ1029
 GZ1029.Superseded values are not recommended for survey control.
 GZ1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1029.See file dsdata.txt to determine how the superseded data were derived.
 GZ1029
 GZ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG937208(NAD 83)
 GZ1029_MARKER: DB = BENCH MARK DISK
 GZ1029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1029_SP_SET: CULVERT
 GZ1029_STAMPING: F 219 1951 1201.494
 GZ1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1029
 GZ1029  HISTORY     - Date     Condition        Report By
 GZ1029  HISTORY     - 1951     MONUMENTED       CGS
 GZ1029  HISTORY     - 1958     GOOD             NGS
 GZ1029  HISTORY     - 1981     GOOD             KYDT
 GZ1029  HISTORY     - 20050503 MARK NOT FOUND   KYDT
 GZ1029
 GZ1029                          STATION DESCRIPTION
 GZ1029
 GZ1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1029'1 MI S FROM GILPIN.
 GZ1029'ABOUT 0.95 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1029'AND CROSSROADS AT ARGYLE, ABOUT 0.1 MILE SOUTH OF A DIM
 GZ1029'CROSSROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD
 GZ1029'WALL OF A 6-FOOT CONCRETE BOX CULVERT, 16 FEET WEST OF THE
 GZ1029'CENTER LINE OF THE ROAD AND ABOUT 3 FEET BELOW THE ROAD.
 GZ1029
 GZ1029                          STATION RECOVERY (1958)
 GZ1029
 GZ1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1029'RECOVERED IN GOOD CONDITION.
 GZ1029
 GZ1029                          STATION RECOVERY (1981)
 GZ1029
 GZ1029'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1029'RECOVERED IN GOOD CONDITION.
 GZ1029
 GZ1029                          STATION RECOVERY (2005)
 GZ1029
 GZ1029'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1029'THIS CULVERT HAS BEEN EXTENDED 4 TO 5 FEET ON BOTH ENDS APPROXIMATELY
 GZ1029'4 TO 5 YEARS AGO, MARK IF STILL IN ORIGINAL HEADWALL WOULD BE COVERED
 GZ1029'4 TO 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1773 ***********************************************************************
 GC1773  DESIGNATION -  F 22
 GC1773  PID         -  GC1773
 GC1773  STATE/COUNTY-  KY/TRIGG
 GC1773  USGS QUAD   -  CANTON (1982)
 GC1773
 GC1773                         *CURRENT SURVEY CONTROL
 GC1773  ___________________________________________________________________
 GC1773* NAD 83(1986)-  36 48 19.     (N)    087 54 58.     (W)     SCALED    
 GC1773* NAVD 88     -       126.642  (meters)     415.49   (feet)  ADJUSTED  
 GC1773  ___________________________________________________________________
 GC1773  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC1773  DYNAMIC HT  -         126.543 (meters)     415.17  (feet)  COMP
 GC1773  MODELED GRAV-     979,852.4   (mgal)                       NAVD 88
 GC1773
 GC1773  VERT ORDER  -  FIRST     CLASS II
 GC1773
 GC1773.The horizontal coordinates were scaled from a topographic map and have
 GC1773.an estimated accuracy of +/- 6 seconds.
 GC1773
 GC1773.The orthometric height was determined by differential leveling
 GC1773.and adjusted by the National Geodetic Survey in June 1991..
 GC1773
 GC1773.The geoid height was determined by GEOID03.
 GC1773
 GC1773.The dynamic height is computed by dividing the NAVD 88
 GC1773.geopotential number by the normal gravity value computed on the
 GC1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1773.degrees latitude (g = 980.6199 gals.).
 GC1773
 GC1773.The modeled gravity was interpolated from observed gravity values.
 GC1773
 GC1773;                    North         East    Units  Estimated Accuracy
 GC1773;SPC KY1Z     - 1,054,620.    1,306,700.      MT  (+/- 180 meters Scaled)
 GC1773
 GC1773                          SUPERSEDED SURVEY CONTROL
 GC1773
 GC1773  NGVD 29 (??/??/92)  126.715  (m)          415.73   (f) ADJ UNCH    1 2
 GC1773
 GC1773.Superseded values are not recommended for survey control.
 GC1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1773.See file dsdata.txt to determine how the superseded data were derived.
 GC1773
 GC1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF182736(NAD 83)
 GC1773_MARKER: DB = BENCH MARK DISK
 GC1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1773_STAMPING: F 22 1934
 GC1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1773+STABILITY: SURFACE MOTION
 GC1773
 GC1773  HISTORY     - Date     Condition        Report By
 GC1773  HISTORY     - 1934     MONUMENTED       CGS
 GC1773  HISTORY     - 1948     GOOD             NGS
 GC1773  HISTORY     - 1967     MARK NOT FOUND   NGS
 GC1773
 GC1773                          STATION DESCRIPTION
 GC1773
 GC1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1773'6.4 MI SW FROM CADIZ.
 GC1773'ABOUT 6.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 68 FROM THE COURT
 GC1773'HOUSE IN CADIZ, 6.4 MILES EAST OF THE POST OFFICE AT GOLDEN
 GC1773'POND, 0.7 MILE WEST OF PETE LIGHT SPRING, IN THE EAST CORNER OF
 GC1773'THE LAWN OF A 1 1/2 STORY WHITE FARM HOUSE, 66 FEET NORTHWEST
 GC1773'OF THE CENTER LINE OF THE HIGHWAY, 33 FEET EAST OF THE EAST
 GC1773'CORNER OF THE HOUSE, 7 FEET NORTHWEST OF A 12-INCH TREE, 8 FEET
 GC1773'SOUTHWEST OF THE NORTHWEST END OF A CONCRETE RETAINING WALL ALONG
 GC1773'THE NORTHEAST EDGE OF THE LAWN, ABOUT 8 FEET ABOVE THE HIGHWAY
 GC1773'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4-INCHES.
 GC1773
 GC1773                          STATION RECOVERY (1967)
 GC1773
 GC1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC1773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1138 ***********************************************************************
 GZ1138  DESIGNATION -  F 220
 GZ1138  PID         -  GZ1138
 GZ1138  STATE/COUNTY-  KY/PULASKI
 GZ1138  USGS QUAD   -  ELI (1973)
 GZ1138
 GZ1138                         *CURRENT SURVEY CONTROL
 GZ1138  ___________________________________________________________________
 GZ1138* NAD 83(1986)-  37 02 56.     (N)    084 53 06.     (W)     SCALED    
 GZ1138* NAVD 88     -       301.843  (meters)     990.30   (feet)  ADJUSTED  
 GZ1138  ___________________________________________________________________
 GZ1138  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GZ1138  DYNAMIC HT  -         301.597 (meters)     989.49  (feet)  COMP
 GZ1138  MODELED GRAV-     979,806.6   (mgal)                       NAVD 88
 GZ1138
 GZ1138  VERT ORDER  -  SECOND    CLASS 0
 GZ1138
 GZ1138.The horizontal coordinates were scaled from a topographic map and have
 GZ1138.an estimated accuracy of +/- 6 seconds.
 GZ1138
 GZ1138.The orthometric height was determined by differential leveling
 GZ1138.and adjusted by the National Geodetic Survey in June 1991..
 GZ1138
 GZ1138.The geoid height was determined by GEOID03.
 GZ1138
 GZ1138.The dynamic height is computed by dividing the NAVD 88
 GZ1138.geopotential number by the normal gravity value computed on the
 GZ1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1138.degrees latitude (g = 980.6199 gals.).
 GZ1138
 GZ1138.The modeled gravity was interpolated from observed gravity values.
 GZ1138
 GZ1138;                    North         East    Units  Estimated Accuracy
 GZ1138;SPC KY1Z     - 1,079,770.    1,576,950.      MT  (+/- 180 meters Scaled)
 GZ1138
 GZ1138                          SUPERSEDED SURVEY CONTROL
 GZ1138
 GZ1138  NGVD 29 (??/??/92)  301.979  (m)          990.74   (f) ADJ UNCH    2 0
 GZ1138
 GZ1138.Superseded values are not recommended for survey control.
 GZ1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1138.See file dsdata.txt to determine how the superseded data were derived.
 GZ1138
 GZ1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG880023(NAD 83)
 GZ1138_MARKER: DB = BENCH MARK DISK
 GZ1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1138_STAMPING: F 220 1951 990.743
 GZ1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1138+STABILITY: SURFACE MOTION
 GZ1138
 GZ1138  HISTORY     - Date     Condition        Report By
 GZ1138  HISTORY     - 1951     MONUMENTED       CGS
 GZ1138  HISTORY     - 1958     GOOD             NGS
 GZ1138  HISTORY     - 1984     GOOD             KYDT
 GZ1138  HISTORY     - 20050502 MARK NOT FOUND   KYDT
 GZ1138
 GZ1138                          STATION DESCRIPTION
 GZ1138
 GZ1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1138'3.4 MI S FROM INGLE.
 GZ1138'ABOUT 3.45 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1138'AT INGLE, AT A CROSSROAD AND WILSON SCHOOL AND NEW PLEASANT
 GZ1138'BAPTIST CHURCH, 96 FEET EAST OF THE CENTER LINE OF ROAD NORTH,
 GZ1138'42 FEET NORTH OF CENTER LINE OF ROAD EAST, 103 FEET
 GZ1138'EAST-NORTHEAST OF CENTER OF INTERSECTION, 89 FEET NORTH AND
 GZ1138'ACROSS ROAD EAST FROM NORTHEAST CORNER OF SCHOOL BUILDING, 67
 GZ1138'FEET SOUTHEAST OF SOUTHEAST CORNER OF CHURCH BUILDING, 22 1/2
 GZ1138'FEET WEST OF A 5-INCH HICKORY TREE, 2 FEET SOUTH OF A WHITE
 GZ1138'WOODEN WITNESS POST, ABOUT LEVEL WITH INTERSECTION AND SET IN
 GZ1138'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GZ1138
 GZ1138                          STATION RECOVERY (1958)
 GZ1138
 GZ1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1138'RECOVERED IN GOOD CONDITION.
 GZ1138
 GZ1138                          STATION RECOVERY (1984)
 GZ1138
 GZ1138'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1138'RECOVERED IN GOOD CONDITION.
 GZ1138
 GZ1138                          STATION RECOVERY (2005)
 GZ1138
 GZ1138'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1138'DESCRIBED LOCATION NOW ASPHALT PARKING LOT FOR CHURCH, CONSIDER
 GZ1138'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0196 ***********************************************************************
 GB0196  DESIGNATION -  F 221
 GB0196  PID         -  GB0196
 GB0196  STATE/COUNTY-  KY/WHITLEY
 GB0196  USGS QUAD   -  SAXTON (1982)
 GB0196
 GB0196                         *CURRENT SURVEY CONTROL
 GB0196  ___________________________________________________________________
 GB0196* NAD 83(1986)-  36 37 44.     (N)    084 02 33.     (W)     SCALED    
 GB0196* NAVD 88     -       331.659  (meters)    1088.12   (feet)  ADJUSTED  
 GB0196  ___________________________________________________________________
 GB0196  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GB0196  DYNAMIC HT  -         331.375 (meters)    1087.19  (feet)  COMP
 GB0196  MODELED GRAV-     979,764.6   (mgal)                       NAVD 88
 GB0196
 GB0196  VERT ORDER  -  SECOND    CLASS 0
 GB0196
 GB0196.The horizontal coordinates were scaled from a topographic map and have
 GB0196.an estimated accuracy of +/- 6 seconds.
 GB0196
 GB0196.The orthometric height was determined by differential leveling
 GB0196.and adjusted by the National Geodetic Survey in June 1991..
 GB0196
 GB0196.The geoid height was determined by GEOID03.
 GB0196
 GB0196.The dynamic height is computed by dividing the NAVD 88
 GB0196.geopotential number by the normal gravity value computed on the
 GB0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0196.degrees latitude (g = 980.6199 gals.).
 GB0196
 GB0196.The modeled gravity was interpolated from observed gravity values.
 GB0196
 GB0196;                    North         East    Units  Estimated Accuracy
 GB0196;SPC KY1Z     - 1,034,200.    1,652,740.      MT  (+/- 180 meters Scaled)
 GB0196
 GB0196                          SUPERSEDED SURVEY CONTROL
 GB0196
 GB0196  NGVD 29 (??/??/92)  331.804  (m)         1088.59   (f) ADJ UNCH    2 0
 GB0196
 GB0196.Superseded values are not recommended for survey control.
 GB0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0196.See file dsdata.txt to determine how the superseded data were derived.
 GB0196
 GB0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF644577(NAD 83)
 GB0196_MARKER: DB = BENCH MARK DISK
 GB0196_SETTING: 66 = SET IN ROCK OUTCROP
 GB0196_SP_SET: ROCK OUTCROP
 GB0196_STAMPING: F 221 1951 1088.594
 GB0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0196+STABILITY: POSITION/ELEVATION WELL
 GB0196
 GB0196  HISTORY     - Date     Condition        Report By
 GB0196  HISTORY     - 1951     MONUMENTED       CGS
 GB0196  HISTORY     - 1957     GOOD             NGS
 GB0196
 GB0196                          STATION DESCRIPTION
 GB0196
 GB0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0196'2.8 MI S FROM PACKARD.
 GB0196'ABOUT 2.8 MILES SOUTH ALONG A DIRT ROAD FROM THE ROAD JUNCTION
 GB0196'AT PACKARD, ABOUT 0.3 MILE NORTH OF A T ROAD JUNCTION, ON THE
 GB0196'OUTSIDE OF A SHARP CURVE WITH TANGENTS EXTENDING WEST AND
 GB0196'SOUTHWEST, SET IN THE TOP OF A FLAT OUTCROP OF ROCK, 21 FEET
 GB0196'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET SOUTHEAST
 GB0196'OF THE NORTHWEST EDGE OF OUTCROP AND ABOUT 5 FEET ABOVE THE ROAD.
 GB0196'NOTE-- MARK MAY BE REACHED FROM THE OVERPASS OF THE LOUISVILLE
 GB0196'AND NASHVILLE RAILROAD OVER STATE HIGHWAY 471 AT LOT BY GOING
 GB0196'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 471, THENCE ABOUT
 GB0196'3.15 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.3 MILE
 GB0196'NORTH ALONG A DIRT ROAD LEADING TO PACKARD.  MARK IS ABOUT 0.3
 GB0196'MILE EAST ALONG A GRAVEL ROAD AND 0.3 MILE NORTH ALONG A DIRT
 GB0196'ROAD FROM CANE GAP BAPTIST CHURCH.  NOTE-- THE MARK IS ALSO 7
 GB0196'FEET NORTHWEST OF A 3-FOOT BEECH TREE GROWING BESIDE THE ROCK,
 GB0196'THE ROCK IS ABOUT 10 BY 13 FEET ON TOP.
 GB0196
 GB0196                          STATION RECOVERY (1957)
 GB0196
 GB0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1623 ***********************************************************************
 GZ1623  DESIGNATION -  F 222
 GZ1623  PID         -  GZ1623
 GZ1623  STATE/COUNTY-  KY/TAYLOR
 GZ1623  USGS QUAD   -  SALOMA (1961)
 GZ1623
 GZ1623                         *CURRENT SURVEY CONTROL
 GZ1623  ___________________________________________________________________
 GZ1623* NAD 83(1986)-  37 24 46.     (N)    085 23 26.     (W)     SCALED    
 GZ1623* NAVD 88     -       268.018  (meters)     879.32   (feet)  ADJUSTED  
 GZ1623  ___________________________________________________________________
 GZ1623  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GZ1623  DYNAMIC HT  -         267.806 (meters)     878.63  (feet)  COMP
 GZ1623  MODELED GRAV-     979,834.9   (mgal)                       NAVD 88
 GZ1623
 GZ1623  VERT ORDER  -  SECOND    CLASS 0
 GZ1623
 GZ1623.The horizontal coordinates were scaled from a topographic map and have
 GZ1623.an estimated accuracy of +/- 6 seconds.
 GZ1623
 GZ1623.The orthometric height was determined by differential leveling
 GZ1623.and adjusted by the National Geodetic Survey in June 1991..
 GZ1623
 GZ1623.The geoid height was determined by GEOID03.
 GZ1623
 GZ1623.The dynamic height is computed by dividing the NAVD 88
 GZ1623.geopotential number by the normal gravity value computed on the
 GZ1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1623.degrees latitude (g = 980.6199 gals.).
 GZ1623
 GZ1623.The modeled gravity was interpolated from observed gravity values.
 GZ1623
 GZ1623;                    North         East    Units  Estimated Accuracy
 GZ1623;SPC KY1Z     - 1,119,860.    1,531,820.      MT  (+/- 180 meters Scaled)
 GZ1623
 GZ1623                          SUPERSEDED SURVEY CONTROL
 GZ1623
 GZ1623  NGVD 29 (??/??/92)  268.150  (m)          879.76   (f) ADJ UNCH    2 0
 GZ1623
 GZ1623.Superseded values are not recommended for survey control.
 GZ1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1623.See file dsdata.txt to determine how the superseded data were derived.
 GZ1623
 GZ1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG424418(NAD 83)
 GZ1623_MARKER: DB = BENCH MARK DISK
 GZ1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1623_STAMPING: F 222 1951
 GZ1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1623+STABILITY: SURFACE MOTION
 GZ1623
 GZ1623  HISTORY     - Date     Condition        Report By
 GZ1623  HISTORY     - 1951     MONUMENTED       CGS
 GZ1623
 GZ1623                          STATION DESCRIPTION
 GZ1623
 GZ1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1623'1.6 MI SW FROM HOBSON.
 GZ1623'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 68 FROM THE PLEASANT
 GZ1623'HILL BAPTIST CHURCH AT HOBSON, THENCE ABOUT 1.35 MILES SOUTHWEST
 GZ1623'ALONG STATE HIGHWAY 744, ABOUT 0.3 MILE NORTHEAST OF THE
 GZ1623'CROSSROADS AT SALOMA, ABOUT 65 YARDS NORTHEAST OF THE NORTHEAST
 GZ1623'DRIVE TO TENNESSEE GAS COMPANY PUMPING STATION AND RADIO TOWER,
 GZ1623'SET AT A WHITE FARM HOUSE, 25 FEET NORTHWEST OF THE CENTER LINE
 GZ1623'OF THE HIGHWAY, 11 FEET NORTHEAST OF THE CENTER LINE OF DRIVE TO
 GZ1623'HOUSE, 80 FEET EAST-SOUTHEAST OF A WELL WITH PUMP, 10 FEET
 GZ1623'NORTH OF THE NORTHEAST END OF A 24-INCH PIPE CULVERT UNDER
 GZ1623'DRIVE, 6 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT SOUTHWEST OF A
 GZ1623'FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 GZ1623'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GZ1623'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2214 ***********************************************************************
 GZ2214  DESIGNATION -  F 223
 GZ2214  PID         -  GZ2214
 GZ2214  STATE/COUNTY-  KY/GREEN
 GZ2214  USGS QUAD   -  HIBERNIA (1976)
 GZ2214
 GZ2214                         *CURRENT SURVEY CONTROL
 GZ2214  ___________________________________________________________________
 GZ2214* NAD 83(1986)-  37 23 03.     (N)    085 31 50.     (W)     SCALED    
 GZ2214* NAVD 88     -       228.932  (meters)     751.09   (feet)  ADJUSTED  
 GZ2214  ___________________________________________________________________
 GZ2214  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GZ2214  DYNAMIC HT  -         228.755 (meters)     750.51  (feet)  COMP
 GZ2214  MODELED GRAV-     979,850.8   (mgal)                       NAVD 88
 GZ2214
 GZ2214  VERT ORDER  -  SECOND    CLASS 0
 GZ2214
 GZ2214.The horizontal coordinates were scaled from a topographic map and have
 GZ2214.an estimated accuracy of +/- 6 seconds.
 GZ2214
 GZ2214.The orthometric height was determined by differential leveling
 GZ2214.and adjusted by the National Geodetic Survey in June 1991..
 GZ2214
 GZ2214.The geoid height was determined by GEOID03.
 GZ2214
 GZ2214.The dynamic height is computed by dividing the NAVD 88
 GZ2214.geopotential number by the normal gravity value computed on the
 GZ2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2214.degrees latitude (g = 980.6199 gals.).
 GZ2214
 GZ2214.The modeled gravity was interpolated from observed gravity values.
 GZ2214
 GZ2214;                    North         East    Units  Estimated Accuracy
 GZ2214;SPC KY1Z     - 1,116,650.    1,519,430.      MT  (+/- 180 meters Scaled)
 GZ2214
 GZ2214                          SUPERSEDED SURVEY CONTROL
 GZ2214
 GZ2214  NGVD 29 (??/??/92)  229.070  (m)          751.54   (f) ADJ UNCH    2 0
 GZ2214
 GZ2214.Superseded values are not recommended for survey control.
 GZ2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2214.See file dsdata.txt to determine how the superseded data were derived.
 GZ2214
 GZ2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG300385(NAD 83)
 GZ2214_MARKER: DB = BENCH MARK DISK
 GZ2214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2214_SP_SET: CULVERT
 GZ2214_STAMPING: F 223 1951
 GZ2214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2214
 GZ2214  HISTORY     - Date     Condition        Report By
 GZ2214  HISTORY     - 1951     MONUMENTED       CGS
 GZ2214  HISTORY     - 1982     GOOD             KYDT
 GZ2214
 GZ2214                          STATION DESCRIPTION
 GZ2214
 GZ2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2214'0.6 MI NE FROM COAKLEY.
 GZ2214'ABOUT 0.6 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL,
 GZ2214'CHURCH AND CEMETERY AT COAKLEY, ABOUT 0.5 MILE NORTHEAST OF THE
 GZ2214'JUNCTION OF A ROAD SOUTHEAST AND A 40-FOOT STEEL BRIDGE OVER
 GZ2214'LITTLE BRUSHY CREEK, ABOUT 1.55 MILES SOUTHWEST OF THE CROSSROADS
 GZ2214'AND POST OFFICE AT MAC, ABOUT 0.8 MILE SOUTHWEST OF THE
 GZ2214'TAYLOR-GREEN COUNTY LINE, SET IN THE TOP OF THE NORTH END OF THE
 GZ2214'WEST CONCRETE HEAD WALL OF A 12-FOOT ROCK CULVERT, 14 FEET
 GZ2214'WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE
 GZ2214'NORTH END OF THE HEAD WALL AND ABOUT LEVEL WITH THE ROAD.
 GZ2214
 GZ2214                          STATION RECOVERY (1982)
 GZ2214
 GZ2214'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1561 ***********************************************************************
 GZ1561  DESIGNATION -  F 224
 GZ1561  PID         -  GZ1561
 GZ1561  STATE/COUNTY-  KY/TAYLOR
 GZ1561  USGS QUAD   -  GREENSBURG (1987)
 GZ1561
 GZ1561                         *CURRENT SURVEY CONTROL
 GZ1561  ___________________________________________________________________
 GZ1561* NAD 83(1986)-  37 21 32.     (N)    085 24 24.     (W)     SCALED    
 GZ1561* NAVD 88     -       209.125  (meters)     686.10   (feet)  ADJUSTED  
 GZ1561  ___________________________________________________________________
 GZ1561  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GZ1561  DYNAMIC HT  -         208.961 (meters)     685.57  (feet)  COMP
 GZ1561  MODELED GRAV-     979,838.9   (mgal)                       NAVD 88
 GZ1561
 GZ1561  VERT ORDER  -  SECOND    CLASS 0
 GZ1561
 GZ1561.The horizontal coordinates were scaled from a topographic map and have
 GZ1561.an estimated accuracy of +/- 6 seconds.
 GZ1561
 GZ1561.The orthometric height was determined by differential leveling
 GZ1561.and adjusted by the National Geodetic Survey in June 1991..
 GZ1561
 GZ1561.The geoid height was determined by GEOID03.
 GZ1561
 GZ1561.The dynamic height is computed by dividing the NAVD 88
 GZ1561.geopotential number by the normal gravity value computed on the
 GZ1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1561.degrees latitude (g = 980.6199 gals.).
 GZ1561
 GZ1561.The modeled gravity was interpolated from observed gravity values.
 GZ1561
 GZ1561;                    North         East    Units  Estimated Accuracy
 GZ1561;SPC KY1Z     - 1,113,880.    1,530,420.      MT  (+/- 180 meters Scaled)
 GZ1561
 GZ1561                          SUPERSEDED SURVEY CONTROL
 GZ1561
 GZ1561  NGVD 29 (??/??/92)  209.264  (m)          686.56   (f) ADJ UNCH    2 0
 GZ1561
 GZ1561.Superseded values are not recommended for survey control.
 GZ1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1561.See file dsdata.txt to determine how the superseded data were derived.
 GZ1561
 GZ1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG411358(NAD 83)
 GZ1561_MARKER: DB = BENCH MARK DISK
 GZ1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1561_STAMPING: F 224 1951
 GZ1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1561+STABILITY: SURFACE MOTION
 GZ1561
 GZ1561  HISTORY     - Date     Condition        Report By
 GZ1561  HISTORY     - 1951     MONUMENTED       CGS
 GZ1561
 GZ1561                          STATION DESCRIPTION
 GZ1561
 GZ1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1561'0.6 MI NW FROM SWEENEYVILLE.
 GZ1561'ABOUT 0.6 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE FAIRVIEW
 GZ1561'CHURCH AND CROSSROADS AT SWEENEYVILLE, ABOUT 0.1 MILE EAST OF A
 GZ1561'75-FOOT WOODEN BRIDGE OVER PITMAN CREEK, ON THE OUTSIDE AND AT
 GZ1561'THE WEST END OF A CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST,
 GZ1561'AND SET AT THE EAST END OF A CLEARING, 37 FEET NORTH OF THE CENTER
 GZ1561'LINE OF THE ROAD, 10 FEET WEST OF THE CENTER LINE OF A DIM FARM
 GZ1561'ROAD NORTH, 88 FEET WEST OF THE NORTHWEST CORNER OF A 12-FOOT
 GZ1561'WOODEN BRIDGE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ1561'2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1561'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1664 ***********************************************************************
 GZ1664  DESIGNATION -  F 225
 GZ1664  PID         -  GZ1664
 GZ1664  STATE/COUNTY-  KY/ADAIR
 GZ1664  USGS QUAD   -  CANE VALLEY (1979)
 GZ1664
 GZ1664                         *CURRENT SURVEY CONTROL
 GZ1664  ___________________________________________________________________
 GZ1664* NAD 83(1986)-  37 10 58.     (N)    085 15 20.     (W)     SCALED    
 GZ1664* NAVD 88     -       271.475  (meters)     890.66   (feet)  ADJUSTED  
 GZ1664  ___________________________________________________________________
 GZ1664  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GZ1664  DYNAMIC HT  -         271.259 (meters)     889.96  (feet)  COMP
 GZ1664  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 GZ1664
 GZ1664  VERT ORDER  -  SECOND    CLASS 0
 GZ1664
 GZ1664.The horizontal coordinates were scaled from a topographic map and have
 GZ1664.an estimated accuracy of +/- 6 seconds.
 GZ1664
 GZ1664.The orthometric height was determined by differential leveling
 GZ1664.and adjusted by the National Geodetic Survey in June 1991..
 GZ1664
 GZ1664.The geoid height was determined by GEOID03.
 GZ1664
 GZ1664.The dynamic height is computed by dividing the NAVD 88
 GZ1664.geopotential number by the normal gravity value computed on the
 GZ1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1664.degrees latitude (g = 980.6199 gals.).
 GZ1664
 GZ1664.The modeled gravity was interpolated from observed gravity values.
 GZ1664
 GZ1664;                    North         East    Units  Estimated Accuracy
 GZ1664;SPC KY1Z     - 1,094,390.    1,543,910.      MT  (+/- 180 meters Scaled)
 GZ1664
 GZ1664                          SUPERSEDED SURVEY CONTROL
 GZ1664
 GZ1664  NGVD 29 (??/??/92)  271.624  (m)          891.15   (f) ADJ UNCH    2 0
 GZ1664
 GZ1664.Superseded values are not recommended for survey control.
 GZ1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1664.See file dsdata.txt to determine how the superseded data were derived.
 GZ1664
 GZ1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG548165(NAD 83)
 GZ1664_MARKER: DB = BENCH MARK DISK
 GZ1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1664_STAMPING: F 225 1951 891.153
 GZ1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1664+STABILITY: SURFACE MOTION
 GZ1664
 GZ1664  HISTORY     - Date     Condition        Report By
 GZ1664  HISTORY     - 1951     MONUMENTED       CGS
 GZ1664  HISTORY     - 1958     GOOD             NGS
 GZ1664
 GZ1664                          STATION DESCRIPTION
 GZ1664
 GZ1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1664'0.9 MI NE FROM ABSHER.
 GZ1664'ABOUT 0.9 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST
 GZ1664'OFFICE AT ABSHER, ABOUT 0.4 MILE NORTHEAST OF A CHURCH, AT AN
 GZ1664'EAST-WEST CROSSROAD, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GZ1664'ROAD, 21 FEET SOUTH OF THE CENTER LINE OF ROAD EAST, 13 1/2 FEET
 GZ1664'SOUTHWEST OF A 28-INCH HICKORY TREE AT A FENCE CORNER, 1 FOOT
 GZ1664'NORTHWEST OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET
 GZ1664'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1664
 GZ1664                          STATION RECOVERY (1958)
 GZ1664
 GZ1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1767 ***********************************************************************
 GZ1767  DESIGNATION -  F 226
 GZ1767  PID         -  GZ1767
 GZ1767  STATE/COUNTY-  KY/GREEN
 GZ1767  USGS QUAD   -  GRESHAM (1987)
 GZ1767
 GZ1767                         *CURRENT SURVEY CONTROL
 GZ1767  ___________________________________________________________________
 GZ1767* NAD 83(1986)-  37 12 30.     (N)    085 26 59.     (W)     SCALED    
 GZ1767* NAVD 88     -       233.178  (meters)     765.02   (feet)  ADJUSTED  
 GZ1767  ___________________________________________________________________
 GZ1767  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GZ1767  DYNAMIC HT  -         232.997 (meters)     764.42  (feet)  COMP
 GZ1767  MODELED GRAV-     979,846.5   (mgal)                       NAVD 88
 GZ1767
 GZ1767  VERT ORDER  -  SECOND    CLASS 0
 GZ1767
 GZ1767.The horizontal coordinates were scaled from a topographic map and have
 GZ1767.an estimated accuracy of +/- 6 seconds.
 GZ1767
 GZ1767.The orthometric height was determined by differential leveling
 GZ1767.and adjusted by the National Geodetic Survey in June 1991..
 GZ1767
 GZ1767.The geoid height was determined by GEOID03.
 GZ1767
 GZ1767.The dynamic height is computed by dividing the NAVD 88
 GZ1767.geopotential number by the normal gravity value computed on the
 GZ1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1767.degrees latitude (g = 980.6199 gals.).
 GZ1767
 GZ1767.The modeled gravity was interpolated from observed gravity values.
 GZ1767
 GZ1767;                    North         East    Units  Estimated Accuracy
 GZ1767;SPC KY1Z     - 1,097,150.    1,526,650.      MT  (+/- 180 meters Scaled)
 GZ1767
 GZ1767                          SUPERSEDED SURVEY CONTROL
 GZ1767
 GZ1767  NGVD 29 (??/??/92)  233.327  (m)          765.51   (f) ADJ UNCH    2 0
 GZ1767
 GZ1767.Superseded values are not recommended for survey control.
 GZ1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1767.See file dsdata.txt to determine how the superseded data were derived.
 GZ1767
 GZ1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG375191(NAD 83)
 GZ1767_MARKER: DB = BENCH MARK DISK
 GZ1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1767_STAMPING: F 226 1951
 GZ1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1767+STABILITY: SURFACE MOTION
 GZ1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1767+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 GZ1767
 GZ1767  HISTORY     - Date     Condition        Report By
 GZ1767  HISTORY     - 1951     MONUMENTED       CGS
 GZ1767  HISTORY     - 20050825 GOOD             KYTC
 GZ1767
 GZ1767                          STATION DESCRIPTION
 GZ1767
 GZ1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1767'5.4 MI SE FROM GREENSBURG.
 GZ1767'ABOUT 4.45 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE OLD
 GZ1767'COURT HOUSE AT GREENSBURG, THENCE ABOUT 0.9 MILE EAST ALONG A
 GZ1767'GRAVEL ROAD, ABOUT 0.4 MILE WEST OF A CROSSROAD AND SMALL
 GZ1767'SETTLEMENT, ALONG A SHORT NORTH-SOUTH TANGENT IN ROAD, 24 FEET
 GZ1767'EAST OF THE CENTER LINE OF ROAD, 13 FEET NORTH OF THE CENTER
 GZ1767'OF A BOARD GATE TO A FIELD, 11 FEET EAST OF THE NORTH END OF A
 GZ1767'12-INCH PIPE CULVERT UNDER DRIVE TO FIELD, 11 FEET EAST OF THE
 GZ1767'NORTH END OF A 12-INCH PIPE CULVERT UNDER DRIVE TO FIELD, 87
 GZ1767'FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE LINE, 2
 GZ1767'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GZ1767'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GZ1767
 GZ1767                          STATION RECOVERY (2005)
 GZ1767
 GZ1767'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1767'MARK IS ABOUT 46 YARDS NORTH OF THE EAST END OF METAL PIPE CULVERT
 GZ1767'UNDER ROAD, AT NORTH END OF A WIRE GAP IN FENCE AND PROJECTS 4 INCHES.
 GZ1767' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1432 ***********************************************************************
 GZ1432  DESIGNATION -  F 227
 GZ1432  PID         -  GZ1432
 GZ1432  STATE/COUNTY-  KY/MARION
 GZ1432  USGS QUAD   -  LEBANON WEST (1994)
 GZ1432
 GZ1432                         *CURRENT SURVEY CONTROL
 GZ1432  ___________________________________________________________________
 GZ1432* NAD 83(1993)-  37 36 46.54923(N)    085 17 04.60821(W)     ADJUSTED  
 GZ1432* NAVD 88     -       266.296  (meters)     873.67   (feet)  ADJUSTED  
 GZ1432  ___________________________________________________________________
 GZ1432  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 GZ1432  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 GZ1432  DYNAMIC HT  -         266.088 (meters)     872.99  (feet)  COMP
 GZ1432  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 GZ1432
 GZ1432  HORZ ORDER  -  SECOND
 GZ1432  VERT ORDER  -  SECOND    CLASS 0
 GZ1432
 GZ1432.The horizontal coordinates were established by classical geodetic methods
 GZ1432.and adjusted by the National Geodetic Survey in December 1995..
 GZ1432
 GZ1432.The orthometric height was determined by differential leveling
 GZ1432.and adjusted by the National Geodetic Survey in June 1991..
 GZ1432
 GZ1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1432
 GZ1432.The geoid height was determined by GEOID03.
 GZ1432
 GZ1432.The dynamic height is computed by dividing the NAVD 88
 GZ1432.geopotential number by the normal gravity value computed on the
 GZ1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1432.degrees latitude (g = 980.6199 gals.).
 GZ1432
 GZ1432.The modeled gravity was interpolated from observed gravity values.
 GZ1432
 GZ1432;                    North         East     Units Scale Factor Converg.
 GZ1432;SPC KY1Z     - 1,142,115.386 1,541,086.318   MT  0.99991546   +0 17 08.6
 GZ1432;SPC KY1Z     - 3,747,090.23  5,056,047.36   sFT  0.99991546   +0 17 08.6
 GZ1432;SPC KY S     -   642,105.205   541,088.037   MT  0.99995720   +0 16 56.1
 GZ1432;SPC KY S     - 2,106,640.16  1,775,219.67   sFT  0.99995720   +0 16 56.1
 GZ1432;UTM  16      - 4,164,253.724   651,400.332   MT  0.99988234   +1 02 49.7
 GZ1432
 GZ1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1432!SPC KY1Z     -   0.99996342  x   0.99991546  =   0.99987888
 GZ1432!SPC KY S     -   0.99996342  x   0.99995720  =   0.99992062
 GZ1432!UTM  16      -   0.99996342  x   0.99988234  =   0.99984576
 GZ1432
 GZ1432                          SUPERSEDED SURVEY CONTROL
 GZ1432
 GZ1432  NAD 83(1986)-  37 36 46.55777(N)    085 17 04.61646(W) AD(       ) 2
 GZ1432  NAD 27      -  37 36 46.33100(N)    085 17 04.76000(W) AD(       ) 2
 GZ1432  NGVD 29 (??/??/92)  266.430  (m)          874.11   (f) ADJ UNCH    2 0
 GZ1432
 GZ1432.Superseded values are not recommended for survey control.
 GZ1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1432.See file dsdata.txt to determine how the superseded data were derived.
 GZ1432
 GZ1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5140064254(NAD 83)
 GZ1432_MARKER: DB = BENCH MARK DISK
 GZ1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1432_STAMPING: F 227 1951 874.112
 GZ1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1432+STABILITY: SURFACE MOTION
 GZ1432
 GZ1432  HISTORY     - Date     Condition        Report By
 GZ1432  HISTORY     - 1951     MONUMENTED       CGS
 GZ1432  HISTORY     - 1951     GOOD             CGS
 GZ1432  HISTORY     - 1958     GOOD             NGS
 GZ1432  HISTORY     - 20000505 GOOD             WOOLPT
 GZ1432
 GZ1432                          STATION DESCRIPTION
 GZ1432
 GZ1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1432'SEE STATION LEBANPORT.
 GZ1432
 GZ1432                          STATION RECOVERY (1951)
 GZ1432
 GZ1432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ1432'3.6 MI NW FROM LEBANON.
 GZ1432'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 55 FROM THE POST OFFICE
 GZ1432'AT LEBANON, THENCE ABOUT 3.05 MILES NORTHWEST ALONG STATE
 GZ1432'HIGHWAY 429, AT LEBANON AIRPORT, 74 FEET SOUTHEAST OF THE
 GZ1432'SOUTH CORNER OF HANGAR, 26 FEET NORTHEAST OF THE CENTER LINE
 GZ1432'OF HIGHWAY, 44 FEET SOUTHEAST OF THE CENTER LINE OF DRIVE TO
 GZ1432'AIRPORT, 4 FEET EAST OF A 6-INCH WALNUT TREE IN A FENCE LINE,
 GZ1432'2 1/2 FEET NORTHEAST OF A FENCE LINE, ABOUT 1 FOOT ABOVE THE
 GZ1432'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1432
 GZ1432                          STATION RECOVERY (1958)
 GZ1432
 GZ1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1432'RECOVERED IN GOOD CONDITION.
 GZ1432
 GZ1432                          STATION RECOVERY (2000)
 GZ1432
 GZ1432'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 GZ1432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2075 ***********************************************************************
 GZ2075  DESIGNATION -  F 228
 GZ2075  PID         -  GZ2075
 GZ2075  STATE/COUNTY-  KY/GREEN
 GZ2075  USGS QUAD   -  HUDGINS (1961)
 GZ2075
 GZ2075                         *CURRENT SURVEY CONTROL
 GZ2075  ___________________________________________________________________
 GZ2075* NAD 83(1986)-  37 15 37.     (N)    085 39 24.     (W)     SCALED    
 GZ2075* NAVD 88     -       197.282  (meters)     647.25   (feet)  ADJUSTED  
 GZ2075  ___________________________________________________________________
 GZ2075  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GZ2075  DYNAMIC HT  -         197.130 (meters)     646.75  (feet)  COMP
 GZ2075  MODELED GRAV-     979,855.5   (mgal)                       NAVD 88
 GZ2075
 GZ2075  VERT ORDER  -  SECOND    CLASS 0
 GZ2075
 GZ2075.The horizontal coordinates were scaled from a topographic map and have
 GZ2075.an estimated accuracy of +/- 6 seconds.
 GZ2075
 GZ2075.The orthometric height was determined by differential leveling
 GZ2075.and adjusted by the National Geodetic Survey in June 1991..
 GZ2075
 GZ2075.The geoid height was determined by GEOID03.
 GZ2075
 GZ2075.The dynamic height is computed by dividing the NAVD 88
 GZ2075.geopotential number by the normal gravity value computed on the
 GZ2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2075.degrees latitude (g = 980.6199 gals.).
 GZ2075
 GZ2075.The modeled gravity was interpolated from observed gravity values.
 GZ2075
 GZ2075;                    North         East    Units  Estimated Accuracy
 GZ2075;SPC KY1Z     - 1,102,880.    1,508,280.      MT  (+/- 180 meters Scaled)
 GZ2075
 GZ2075                          SUPERSEDED SURVEY CONTROL
 GZ2075
 GZ2075  NGVD 29 (??/??/92)  197.421  (m)          647.71   (f) ADJ UNCH    2 0
 GZ2075
 GZ2075.Superseded values are not recommended for survey control.
 GZ2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2075.See file dsdata.txt to determine how the superseded data were derived.
 GZ2075
 GZ2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG191245(NAD 83)
 GZ2075_MARKER: DB = BENCH MARK DISK
 GZ2075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2075_SP_SET: CULVERT
 GZ2075_STAMPING: F 228 1951
 GZ2075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2075
 GZ2075  HISTORY     - Date     Condition        Report By
 GZ2075  HISTORY     - 1951     MONUMENTED       CGS
 GZ2075
 GZ2075                          STATION DESCRIPTION
 GZ2075
 GZ2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2075'2.8 MI NW FROM DONANSBURG.
 GZ2075'ABOUT 1.8 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ2075'OFFICE AND INTERSECTION OF STATE HIGHWAY 88 AT DONANSBURG, THENCE
 GZ2075'ABOUT 0.95 MILE WEST ALONG A GRAVEL ROAD, ABOUT 0.95 MILE WEST
 GZ2075'OF NEW SALEM BAPTIST CHURCH, ABOUT 0.65 MILE WEST OF THE JUNCTION
 GZ2075'OF A ROAD NORTHWEST, ABOUT 0.3 MILE EAST OF THE JUNCTION OF A
 GZ2075'DIRT ROAD WEST AND A CURVE IN THE GRAVEL ROAD WITH TANGENTS
 GZ2075'EXTENDING NORTH AND EAST, SET IN THE TOP OF THE EAST END OF THE
 GZ2075'WEST WING WALL OF AN 8-FOOT CONCRETE CULVERT, 12 FEET SOUTH
 GZ2075'OF THE CENTER LINE OF ROAD, 1 FOOT WEST OF EAST END OF WING
 GZ2075'WALL AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2012 ***********************************************************************
 GZ2012  DESIGNATION -  F 229
 GZ2012  PID         -  GZ2012
 GZ2012  STATE/COUNTY-  KY/GREEN
 GZ2012  USGS QUAD   -  CENTER (1985)
 GZ2012
 GZ2012                         *CURRENT SURVEY CONTROL
 GZ2012  ___________________________________________________________________
 GZ2012* NAD 83(1986)-  37 13 51.     (N)    085 38 23.     (W)     SCALED    
 GZ2012* NAVD 88     -       231.769  (meters)     760.40   (feet)  ADJUSTED  
 GZ2012  ___________________________________________________________________
 GZ2012  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GZ2012  DYNAMIC HT  -         231.590 (meters)     759.81  (feet)  COMP
 GZ2012  MODELED GRAV-     979,852.7   (mgal)                       NAVD 88
 GZ2012
 GZ2012  VERT ORDER  -  SECOND    CLASS 0
 GZ2012
 GZ2012.The horizontal coordinates were scaled from a topographic map and have
 GZ2012.an estimated accuracy of +/- 6 seconds.
 GZ2012
 GZ2012.The orthometric height was determined by differential leveling
 GZ2012.and adjusted by the National Geodetic Survey in June 1991..
 GZ2012
 GZ2012.The geoid height was determined by GEOID03.
 GZ2012
 GZ2012.The dynamic height is computed by dividing the NAVD 88
 GZ2012.geopotential number by the normal gravity value computed on the
 GZ2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2012.degrees latitude (g = 980.6199 gals.).
 GZ2012
 GZ2012.The modeled gravity was interpolated from observed gravity values.
 GZ2012
 GZ2012;                    North         East    Units  Estimated Accuracy
 GZ2012;SPC KY1Z     - 1,099,610.    1,509,790.      MT  (+/- 180 meters Scaled)
 GZ2012
 GZ2012                          SUPERSEDED SURVEY CONTROL
 GZ2012
 GZ2012  NGVD 29 (??/??/92)  231.907  (m)          760.85   (f) ADJ UNCH    2 0
 GZ2012
 GZ2012.Superseded values are not recommended for survey control.
 GZ2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2012.See file dsdata.txt to determine how the superseded data were derived.
 GZ2012
 GZ2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG206213(NAD 83)
 GZ2012_MARKER: DB = BENCH MARK DISK
 GZ2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2012_STAMPING: F 229 1951
 GZ2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2012+STABILITY: SURFACE MOTION
 GZ2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2012+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 GZ2012
 GZ2012  HISTORY     - Date     Condition        Report By
 GZ2012  HISTORY     - 1951     MONUMENTED       CGS
 GZ2012  HISTORY     - 20010426 GOOD             KYDT
 GZ2012
 GZ2012                          STATION DESCRIPTION
 GZ2012
 GZ2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2012'0.8 MI W FROM DONANSBURG.
 GZ2012'ABOUT 0.85 MILE WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 GZ2012'AND CROSSROAD AT DONANSBURG, ABOUT 0.5 MILE EAST OF A SCHOOL,
 GZ2012'ABOUT 0.55 MILE EAST OF MACEDONIA MISSIONARY CHURCH AND CEMETERY,
 GZ2012'NEAR THE BOTTOM OF A LONG HILL AND SET AT A BOARD GATE TO A LARGE
 GZ2012'FIELD, 29 1/2 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY,
 GZ2012'13 1/2 FEET NORTHEAST OF CENTER OF GATE, 39 1/2 FEET SOUTHWEST
 GZ2012'OF A FENCE CORNER, 1 1/2 FEET SOUTHEAST OF A FENCE LINE, ABOUT
 GZ2012'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ2012'PROJECTING 3 INCHES.
 GZ2012
 GZ2012                          STATION RECOVERY (2001)
 GZ2012
 GZ2012'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2012'MARK IS 1.5 FEET NORTHWEST OF A GATE POST IN FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0920 ***********************************************************************
 GZ0920  DESIGNATION -  F 230
 GZ0920  PID         -  GZ0920
 GZ0920  STATE/COUNTY-  KY/CASEY
 GZ0920  USGS QUAD   -  LIBERTY (1979)
 GZ0920
 GZ0920                         *CURRENT SURVEY CONTROL
 GZ0920  ___________________________________________________________________
 GZ0920* NAD 83(1986)-  37 20 07.     (N)    084 52 46.     (W)     SCALED    
 GZ0920* NAVD 88     -       268.246  (meters)     880.07   (feet)  ADJUSTED  
 GZ0920  ___________________________________________________________________
 GZ0920  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GZ0920  DYNAMIC HT  -         268.036 (meters)     879.38  (feet)  COMP
 GZ0920  MODELED GRAV-     979,838.7   (mgal)                       NAVD 88
 GZ0920
 GZ0920  VERT ORDER  -  SECOND    CLASS 0
 GZ0920
 GZ0920.The horizontal coordinates were scaled from a topographic map and have
 GZ0920.an estimated accuracy of +/- 6 seconds.
 GZ0920
 GZ0920.The orthometric height was determined by differential leveling
 GZ0920.and adjusted by the National Geodetic Survey in June 1991..
 GZ0920
 GZ0920.The geoid height was determined by GEOID03.
 GZ0920
 GZ0920.The dynamic height is computed by dividing the NAVD 88
 GZ0920.geopotential number by the normal gravity value computed on the
 GZ0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0920.degrees latitude (g = 980.6199 gals.).
 GZ0920
 GZ0920.The modeled gravity was interpolated from observed gravity values.
 GZ0920
 GZ0920;                    North         East    Units  Estimated Accuracy
 GZ0920;SPC KY1Z     - 1,111,560.    1,577,140.      MT  (+/- 180 meters Scaled)
 GZ0920
 GZ0920                          SUPERSEDED SURVEY CONTROL
 GZ0920
 GZ0920  NGVD 29 (??/??/92)  268.388  (m)          880.54   (f) ADJ UNCH    2 0
 GZ0920
 GZ0920.Superseded values are not recommended for survey control.
 GZ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0920.See file dsdata.txt to determine how the superseded data were derived.
 GZ0920
 GZ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG878341(NAD 83)
 GZ0920_MARKER: DB = BENCH MARK DISK
 GZ0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0920_STAMPING: F 230 1951 880.536
 GZ0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0920+STABILITY: SURFACE MOTION
 GZ0920
 GZ0920  HISTORY     - Date     Condition        Report By
 GZ0920  HISTORY     - 1951     MONUMENTED       CGS
 GZ0920  HISTORY     - 1958     GOOD             NGS
 GZ0920
 GZ0920                          STATION DESCRIPTION
 GZ0920
 GZ0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0920'4.1 MI NE FROM LIBERTY.
 GZ0920'ABOUT 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 70 FROM THE COURT
 GZ0920'HOUSE AT LIBERTY, ABOUT 3.35 MILES SOUTHWEST OF THE JUNCTION
 GZ0920'OF STATE HIGHWAY 198 AND POST OFFICE AT YOSEMITE, AT A DRIVE
 GZ0920'NORTHEAST TO LANHAMTOWN SCHOOL, ON THE INSIDE OF A CURVE WITH
 GZ0920'TANGENTS EXTENDING WEST AND NORTH, 69 FEET NORTH OF THE CENTER
 GZ0920'LINE OF THE WEST TANGENT OF HIGHWAY, 191 FEET SOUTHWEST OF THE
 GZ0920'SOUTHWEST CORNER OF SCHOOL HOUSE, 63 FEET SOUTHWEST OF THE CENTER
 GZ0920'OF A WELL IN SCHOOL YARD, 1 FOOT EAST OF A FENCE LINE, 43 FEET
 GZ0920'NORTH OF A LOW FORKED 45-INCH OAK TREE AT THE SOUTHWEST CORNER OF
 GZ0920'SCHOOL YARD AND IN A FENCE CORNER, 36 FEET NORTHWEST OF THE
 GZ0920'CENTER LINE OF DRIVE TO SCHOOL, ABOUT 6 FEET ABOVE HIGHWAY AND
 GZ0920'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0920
 GZ0920                          STATION RECOVERY (1958)
 GZ0920
 GZ0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1289 ***********************************************************************
 GB1289  DESIGNATION -  F 231
 GB1289  PID         -  GB1289
 GB1289  STATE/COUNTY-  KY/PULASKI
 GB1289  USGS QUAD   -  MILL SPRINGS (1978)
 GB1289
 GB1289                         *CURRENT SURVEY CONTROL
 GB1289  ___________________________________________________________________
 GB1289* NAD 83(1986)-  36 58 53.     (N)    084 45 47.     (W)     SCALED    
 GB1289* NAVD 88     -       287.982  (meters)     944.82   (feet)  ADJUSTED  
 GB1289  ___________________________________________________________________
 GB1289  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GB1289  DYNAMIC HT  -         287.751 (meters)     944.06  (feet)  COMP
 GB1289  MODELED GRAV-     979,821.9   (mgal)                       NAVD 88
 GB1289
 GB1289  VERT ORDER  -  SECOND    CLASS 0
 GB1289
 GB1289.The horizontal coordinates were scaled from a topographic map and have
 GB1289.an estimated accuracy of +/- 6 seconds.
 GB1289
 GB1289.The orthometric height was determined by differential leveling
 GB1289.and adjusted by the National Geodetic Survey in June 1991..
 GB1289
 GB1289.The geoid height was determined by GEOID03.
 GB1289
 GB1289.The dynamic height is computed by dividing the NAVD 88
 GB1289.geopotential number by the normal gravity value computed on the
 GB1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1289.degrees latitude (g = 980.6199 gals.).
 GB1289
 GB1289.The modeled gravity was interpolated from observed gravity values.
 GB1289
 GB1289;                    North         East    Units  Estimated Accuracy
 GB1289;SPC KY1Z     - 1,072,390.    1,587,870.      MT  (+/- 180 meters Scaled)
 GB1289
 GB1289                          SUPERSEDED SURVEY CONTROL
 GB1289
 GB1289  NGVD 29 (??/??/92)  288.133  (m)          945.32   (f) ADJ UNCH    2 0
 GB1289
 GB1289.Superseded values are not recommended for survey control.
 GB1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1289.See file dsdata.txt to determine how the superseded data were derived.
 GB1289
 GB1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF990951(NAD 83)
 GB1289_MARKER: DB = BENCH MARK DISK
 GB1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1289_STAMPING: F 231 1951 945.316
 GB1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1289+STABILITY: SURFACE MOTION
 GB1289
 GB1289  HISTORY     - Date     Condition        Report By
 GB1289  HISTORY     - 1951     MONUMENTED       CGS
 GB1289  HISTORY     - 1958     GOOD             NGS
 GB1289
 GB1289                          STATION DESCRIPTION
 GB1289
 GB1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1289'1 MI SW FROM TRIMBLE.
 GB1289'ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 235 FROM THE POST OFFICE
 GB1289'AT TRIMBLE, THENCE ABOUT 0.35 MILE SOUTHWEST ALONG A DIRT ROAD,
 GB1289'AT THE JUNCTION OF A ROAD SOUTHEAST, 24 FEET NORTHWEST OF THE
 GB1289'CENTER LINE OF ROAD, 38 FEET WEST OF CENTER OF JUNCTION, 52 FEET
 GB1289'WEST AND ACROSS ROAD FROM A POWER POLE WITH A TRANSFORMER, 110
 GB1289'FEET EAST-NORTHEAST OF THE EAST CORNER OF A SMALL SHACK, 24
 GB1289'FEET NORTH-NORTHEAST OF A POWER POLE, 2 FEET SOUTHWEST OF A
 GB1289'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET
 GB1289'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB1289
 GB1289                          STATION RECOVERY (1958)
 GB1289
 GB1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1240 ***********************************************************************
 GB1240  DESIGNATION -  F 232
 GB1240  PID         -  GB1240
 GB1240  STATE/COUNTY-  KY/WAYNE
 GB1240  USGS QUAD   -  FRAZER (1982)
 GB1240
 GB1240                         *CURRENT SURVEY CONTROL
 GB1240  ___________________________________________________________________
 GB1240* NAD 83(1986)-  36 55 43.     (N)    084 38 51.     (W)     SCALED    
 GB1240* NAVD 88     -       261.780  (meters)     858.86   (feet)  ADJUSTED  
 GB1240  ___________________________________________________________________
 GB1240  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GB1240  DYNAMIC HT  -         261.575 (meters)     858.18  (feet)  COMP
 GB1240  MODELED GRAV-     979,840.1   (mgal)                       NAVD 88
 GB1240
 GB1240  VERT ORDER  -  SECOND    CLASS 0
 GB1240
 GB1240.The horizontal coordinates were scaled from a topographic map and have
 GB1240.an estimated accuracy of +/- 6 seconds.
 GB1240
 GB1240.The orthometric height was determined by differential leveling
 GB1240.and adjusted by the National Geodetic Survey in June 1991..
 GB1240
 GB1240.The geoid height was determined by GEOID03.
 GB1240
 GB1240.The dynamic height is computed by dividing the NAVD 88
 GB1240.geopotential number by the normal gravity value computed on the
 GB1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1240.degrees latitude (g = 980.6199 gals.).
 GB1240
 GB1240.The modeled gravity was interpolated from observed gravity values.
 GB1240
 GB1240;                    North         East    Units  Estimated Accuracy
 GB1240;SPC KY1Z     - 1,066,650.    1,598,230.      MT  (+/- 180 meters Scaled)
 GB1240
 GB1240                          SUPERSEDED SURVEY CONTROL
 GB1240
 GB1240  NGVD 29 (??/??/92)  261.944  (m)          859.39   (f) ADJ UNCH    2 0
 GB1240
 GB1240.Superseded values are not recommended for survey control.
 GB1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1240.See file dsdata.txt to determine how the superseded data were derived.
 GB1240
 GB1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF095895(NAD 83)
 GB1240_MARKER: DB = BENCH MARK DISK
 GB1240_SETTING: 66 = SET IN ROCK OUTCROP
 GB1240_SP_SET: ROCK LEDGE
 GB1240_STAMPING: F 232 1951 859.395
 GB1240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1240+STABILITY: POSITION/ELEVATION WELL
 GB1240
 GB1240  HISTORY     - Date     Condition        Report By
 GB1240  HISTORY     - 1951     MONUMENTED       CGS
 GB1240  HISTORY     - 1957     POOR             NGS
 GB1240
 GB1240                          STATION DESCRIPTION
 GB1240
 GB1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1240'2.6 MI S FROM QUINTON.
 GB1240'ABOUT 2.55 MILES SOUTH ALONG A GRAVEL AND ROUGH ROCKY ROAD FROM
 GB1240'THE POST OFFICE AT QUINTON, ABOUT 0.4 MILE SOUTH OF END OF
 GB1240'GRAVEL ROAD AND PULASKI-WAYNE COUNTY LINE, ABOUT 1.3 MILES
 GB1240'NORTH ALONG ROUGH ROCKY ROAD FROM THE POST OFFICE AT KIDDER, AT
 GB1240'THE RESIDENCE OF BILLY FLYNN, SET IN THE TOP OF AN OUTCROPPING
 GB1240'LIMESTONE LEDGE, 37 FEET NORTH OF CENTER LINE OF ROAD, 194 FEET
 GB1240'WEST OF CENTER OF JUNCTION OF ROAD AND A DIM ROAD NORTHWEST, 136
 GB1240'FEET WEST OF A POWER POLE, 46 FEET SOUTHWEST OF THE SOUTHWEST
 GB1240'CORNER OF HOUSE, 15 FEET NORTH-NORTHEAST OF THE CENTER LINE OF
 GB1240'A WOODS ROAD LEADING WEST-NORTHWEST, 27 FEET SOUTHEAST OF A
 GB1240'TWIN 8-INCH OAK TREE, 4 FEET NORTH OF SOUTH EDGE OF OUTCROP
 GB1240'AND ABOUT 4 1/2 FEET ABOVE THE ROAD.
 GB1240
 GB1240                          STATION RECOVERY (1957)
 GB1240
 GB1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1240'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1129 ***********************************************************************
 GB1129  DESIGNATION -  F 233
 GB1129  PID         -  GB1129
 GB1129  STATE/COUNTY-  KY/WAYNE
 GB1129  USGS QUAD   -  COOPERSVILLE (1983)
 GB1129
 GB1129                         *CURRENT SURVEY CONTROL
 GB1129  ___________________________________________________________________
 GB1129* NAD 83(1986)-  36 49 39.     (N)    084 44 12.     (W)     SCALED    
 GB1129* NAVD 88     -       260.866  (meters)     855.86   (feet)  ADJUSTED  
 GB1129  ___________________________________________________________________
 GB1129  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GB1129  DYNAMIC HT  -         260.657 (meters)     855.17  (feet)  COMP
 GB1129  MODELED GRAV-     979,823.1   (mgal)                       NAVD 88
 GB1129
 GB1129  VERT ORDER  -  SECOND    CLASS 0
 GB1129
 GB1129.The horizontal coordinates were scaled from a topographic map and have
 GB1129.an estimated accuracy of +/- 6 seconds.
 GB1129
 GB1129.The orthometric height was determined by differential leveling
 GB1129.and adjusted by the National Geodetic Survey in June 1991..
 GB1129
 GB1129.The geoid height was determined by GEOID03.
 GB1129
 GB1129.The dynamic height is computed by dividing the NAVD 88
 GB1129.geopotential number by the normal gravity value computed on the
 GB1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1129.degrees latitude (g = 980.6199 gals.).
 GB1129
 GB1129.The modeled gravity was interpolated from observed gravity values.
 GB1129
 GB1129;                    North         East    Units  Estimated Accuracy
 GB1129;SPC KY1Z     - 1,055,340.    1,590,410.      MT  (+/- 180 meters Scaled)
 GB1129
 GB1129                          SUPERSEDED SURVEY CONTROL
 GB1129
 GB1129  NGVD 29 (??/??/92)  261.015  (m)          856.35   (f) ADJ UNCH    2 0
 GB1129
 GB1129.Superseded values are not recommended for survey control.
 GB1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1129.See file dsdata.txt to determine how the superseded data were derived.
 GB1129
 GB1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF018781(NAD 83)
 GB1129_MARKER: DB = BENCH MARK DISK
 GB1129_SETTING: 66 = SET IN ROCK OUTCROP
 GB1129_SP_SET: ROCK LEDGE
 GB1129_STAMPING: F 223 1951 856.347
 GB1129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1129+STABILITY: POSITION/ELEVATION WELL
 GB1129
 GB1129  HISTORY     - Date     Condition        Report By
 GB1129  HISTORY     - 1951     MONUMENTED       CGS
 GB1129  HISTORY     - 1957     GOOD             NGS
 GB1129
 GB1129                          STATION DESCRIPTION
 GB1129
 GB1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1129'2.2 MI NW FROM GREGORY.
 GB1129'ABOUT 1.75 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GB1129'GREGORY, THENCE ABOUT 0.5 MILE NORTHWEST ALONG A DIRT ROAD, ABOUT
 GB1129'0.2 MILE NORTHWEST OF THE JUNCTION OF A DIM ROAD SOUTHWEST, SET IN
 GB1129'THE TOP OF AN OUTCROPPING LIMESTONE LEDGE, 13 FEET SOUTHWEST OF THE
 GB1129'CENTER LINE OF ROAD, ABOUT 150 FEET SOUTHEAST OF THE JUNCTION OF A
 GB1129'PRIVATE ROAD NORTHEAST, 43 FEET SOUTHEAST OF A LONE 26-INCH FORKED
 GB1129'BLACK WALNUT TREE IN A FENCE LINE, 5 FEET NORTHEAST OF A FENCE
 GB1129'AND ABOUT 3 FEET ABOVE ROAD.
 GB1129
 GB1129                          STATION RECOVERY (1957)
 GB1129
 GB1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1183 ***********************************************************************
 GB1183  DESIGNATION -  F 234
 GB1183  PID         -  GB1183
 GB1183  STATE/COUNTY-  KY/WAYNE
 GB1183  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1183
 GB1183                         *CURRENT SURVEY CONTROL
 GB1183  ___________________________________________________________________
 GB1183* NAD 83(1986)-  36 42 24.     (N)    084 50 40.     (W)     SCALED    
 GB1183* NAVD 88     -       297.656  (meters)     976.56   (feet)  ADJUSTED  
 GB1183  ___________________________________________________________________
 GB1183  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB1183  DYNAMIC HT  -         297.410 (meters)     975.75  (feet)  COMP
 GB1183  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 GB1183
 GB1183  VERT ORDER  -  SECOND    CLASS 0
 GB1183
 GB1183.The horizontal coordinates were scaled from a topographic map and have
 GB1183.an estimated accuracy of +/- 6 seconds.
 GB1183
 GB1183.The orthometric height was determined by differential leveling
 GB1183.and adjusted by the National Geodetic Survey in June 1991..
 GB1183
 GB1183.The geoid height was determined by GEOID03.
 GB1183
 GB1183.The dynamic height is computed by dividing the NAVD 88
 GB1183.geopotential number by the normal gravity value computed on the
 GB1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1183.degrees latitude (g = 980.6199 gals.).
 GB1183
 GB1183.The modeled gravity was interpolated from observed gravity values.
 GB1183
 GB1183;                    North         East    Units  Estimated Accuracy
 GB1183;SPC KY1Z     - 1,041,830.    1,580,920.      MT  (+/- 180 meters Scaled)
 GB1183
 GB1183                          SUPERSEDED SURVEY CONTROL
 GB1183
 GB1183  NGVD 29 (??/??/92)  297.794  (m)          977.01   (f) ADJ UNCH    2 0
 GB1183
 GB1183.Superseded values are not recommended for survey control.
 GB1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1183.See file dsdata.txt to determine how the superseded data were derived.
 GB1183
 GB1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF925644(NAD 83)
 GB1183_MARKER: DB = BENCH MARK DISK
 GB1183_SETTING: 66 = SET IN ROCK OUTCROP
 GB1183_SP_SET: ROCK OUTCROP
 GB1183_STAMPING: F 234 1951 977.012
 GB1183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1183+STABILITY: POSITION/ELEVATION WELL
 GB1183
 GB1183  HISTORY     - Date     Condition        Report By
 GB1183  HISTORY     - 1951     MONUMENTED       CGS
 GB1183  HISTORY     - 1957     POOR             NGS
 GB1183
 GB1183                          STATION DESCRIPTION
 GB1183
 GB1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB1183'4.4 MI N FROM MT PISGAH.
 GB1183'4.05 MILES NORTH ALONG NEW GRAVEL ROAD FROM ROAD JUNCTION AND
 GB1183'CONCRETE BLOCK BUILDING MT. PISGAH, (WAS POST OFFICE BUILDING),
 GB1183'TO A CROSSROAD, THENCE WEST AND NORTH ALONG OLD ROAD BED FOR 0.4
 GB1183'MILE, ABOUT 200 YARDS SOUTH OF A BARRACADE A ACROSS ROAD, 24
 GB1183'FEET NORTHEAST OF A 14-INCH WALNUT TREE WITH TRIANGLE BLAZE, 74
 GB1183'FEET SOUTH OF A 16-INCH WALNUT TREE WITH TRIANGLE BLAZE, 35
 GB1183'FEET WEST OF THE CENTER OF OLD ROAD, 1.5 FEET EAST OF A FENCE
 GB1183'LINE, ABOUT 7 FEET ABOVE LEVEL OF ROAD, AND SET IN THE TOP OF A
 GB1183'4 FOOT SQUARE OUTCROP OF LIMESTONE.  MARK MAY BE REACHED FROM THE
 GB1183'SCHOOL AND ROAD JUNCTION AT SUMPTER BY GOING SOUTH 4.85 MILES
 GB1183'ON NEW GRAVEL ROAD TO CROSSROAD, THENCE 0.4 MILE WEST AND NORTH
 GB1183'ON OLD ROAD.  NOTE-- MUTILATED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1067 ***********************************************************************
 GB1067  DESIGNATION -  F 235
 GB1067  PID         -  GB1067
 GB1067  STATE/COUNTY-  KY/WAYNE
 GB1067  USGS QUAD   -  BELL FARM (1982)
 GB1067
 GB1067                         *CURRENT SURVEY CONTROL
 GB1067  ___________________________________________________________________
 GB1067* NAD 83(1986)-  36 43 37.     (N)    084 43 51.     (W)     SCALED    
 GB1067* NAVD 88     -       309.266  (meters)    1014.65   (feet)  ADJUSTED  
 GB1067  ___________________________________________________________________
 GB1067  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB1067  DYNAMIC HT  -         309.016 (meters)    1013.83  (feet)  COMP
 GB1067  MODELED GRAV-     979,816.9   (mgal)                       NAVD 88
 GB1067
 GB1067  VERT ORDER  -  SECOND    CLASS 0
 GB1067
 GB1067.The horizontal coordinates were scaled from a topographic map and have
 GB1067.an estimated accuracy of +/- 6 seconds.
 GB1067
 GB1067.The orthometric height was determined by differential leveling
 GB1067.and adjusted by the National Geodetic Survey in June 1991..
 GB1067
 GB1067.The geoid height was determined by GEOID03.
 GB1067
 GB1067.The dynamic height is computed by dividing the NAVD 88
 GB1067.geopotential number by the normal gravity value computed on the
 GB1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1067.degrees latitude (g = 980.6199 gals.).
 GB1067
 GB1067.The modeled gravity was interpolated from observed gravity values.
 GB1067
 GB1067;                    North         East    Units  Estimated Accuracy
 GB1067;SPC KY1Z     - 1,044,180.    1,591,050.      MT  (+/- 180 meters Scaled)
 GB1067
 GB1067                          SUPERSEDED SURVEY CONTROL
 GB1067
 GB1067  NGVD 29 (??/??/92)  309.409  (m)         1015.12   (f) ADJ UNCH    2 0
 GB1067
 GB1067.Superseded values are not recommended for survey control.
 GB1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1067.See file dsdata.txt to determine how the superseded data were derived.
 GB1067
 GB1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF026669(NAD 83)
 GB1067_MARKER: DB = BENCH MARK DISK
 GB1067_SETTING: 66 = SET IN ROCK OUTCROP
 GB1067_SP_SET: ROCK OUTCROP
 GB1067_STAMPING: F 235 1951 1015.119
 GB1067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1067+STABILITY: POSITION/ELEVATION WELL
 GB1067
 GB1067  HISTORY     - Date     Condition        Report By
 GB1067  HISTORY     - 1951     MONUMENTED       CGS
 GB1067  HISTORY     - 1957     GOOD             NGS
 GB1067
 GB1067                          STATION DESCRIPTION
 GB1067
 GB1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1067'0.4 MI SW FROM ROCKYBRANCH.
 GB1067'ABOUT 0.45 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GB1067'OFFICE AT ROCKYBRANCH, ON LONG HILL DECENDING NORTH, SET IN THE
 GB1067'TOP OF EAST EDGE OF OUTCROP OF LIMESTONE, 28 FEET EAST OF CENTER
 GB1067'LINE OF ROAD, 270 FEET SOUTH OF SOUTHWEST CORNER OF AN OLD LOG
 GB1067'HOUSE, 61 FEET SOUTHWEST OF SOUTHWEST EDGE OF AN ABANDONED STONE
 GB1067'QUARRY PIT, 33 FEET NORTHWEST OF A TRIANGULAR BLAZED 9-INCH
 GB1067'BUCKEYE TREE, AND ABOUT LEVEL WITH ROAD.
 GB1067
 GB1067                          STATION RECOVERY (1957)
 GB1067
 GB1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0889 ***********************************************************************
 GZ0889  DESIGNATION -  F 236
 GZ0889  PID         -  GZ0889
 GZ0889  STATE/COUNTY-  KY/CASEY
 GZ0889  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0889
 GZ0889                         *CURRENT SURVEY CONTROL
 GZ0889  ___________________________________________________________________
 GZ0889* NAD 83(1986)-  37 22 42.     (N)    084 49 48.     (W)     SCALED    
 GZ0889* NAVD 88     -       355.952  (meters)    1167.82   (feet)  ADJUSTED  
 GZ0889  ___________________________________________________________________
 GZ0889  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GZ0889  DYNAMIC HT  -         355.674 (meters)    1166.91  (feet)  COMP
 GZ0889  MODELED GRAV-     979,840.8   (mgal)                       NAVD 88
 GZ0889
 GZ0889  VERT ORDER  -  SECOND    CLASS 0
 GZ0889
 GZ0889.The horizontal coordinates were scaled from a topographic map and have
 GZ0889.an estimated accuracy of +/- 6 seconds.
 GZ0889
 GZ0889.The orthometric height was determined by differential leveling
 GZ0889.and adjusted by the National Geodetic Survey in June 1991..
 GZ0889
 GZ0889.The geoid height was determined by GEOID03.
 GZ0889
 GZ0889.The dynamic height is computed by dividing the NAVD 88
 GZ0889.geopotential number by the normal gravity value computed on the
 GZ0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0889.degrees latitude (g = 980.6199 gals.).
 GZ0889
 GZ0889.The modeled gravity was interpolated from observed gravity values.
 GZ0889
 GZ0889;                    North         East    Units  Estimated Accuracy
 GZ0889;SPC KY1Z     - 1,116,380.    1,581,480.      MT  (+/- 180 meters Scaled)
 GZ0889
 GZ0889                          SUPERSEDED SURVEY CONTROL
 GZ0889
 GZ0889  NGVD 29 (??/??/92)  356.092  (m)         1168.28   (f) ADJ UNCH    2 0
 GZ0889
 GZ0889.Superseded values are not recommended for survey control.
 GZ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0889.See file dsdata.txt to determine how the superseded data were derived.
 GZ0889
 GZ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG921390(NAD 83)
 GZ0889_MARKER: DB = BENCH MARK DISK
 GZ0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0889_STAMPING: F 236 1951 1168.278
 GZ0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0889+STABILITY: SURFACE MOTION
 GZ0889
 GZ0889  HISTORY     - Date     Condition        Report By
 GZ0889  HISTORY     - 1951     MONUMENTED       CGS
 GZ0889  HISTORY     - 1958     GOOD             NGS
 GZ0889  HISTORY     - 1981     GOOD             KYDT
 GZ0889
 GZ0889                          STATION DESCRIPTION
 GZ0889
 GZ0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0889'1.9 MI N FROM MIDDLEBURG.
 GZ0889'ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 198 FROM THE POST
 GZ0889'OFFICE AT MIDDLEBURG, THENCE ABOUT 1.45 MILES NORTHWEST ALONG A
 GZ0889'ROUGH DIRT ROAD, ABOUT 1.0 MILE SOUTHEAST OF PATSY RIFFE SCHOOL,
 GZ0889'ABOUT 1.05 MILE SOUTHEAST OF PATSY RIFFE BAPTIST CHURCH, ABOUT
 GZ0889'45 YARDS SOUTH OF THE TOP OF A GRADE, 12 1/2 FEET EAST OF THE
 GZ0889'CENTER LINE OF ROAD, 8 FEET NORTH OF A TRIANGULAR BLAZED 12-INCH
 GZ0889'RED OAK TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ0889'1 1/2 FEET ABOVE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ0889'PROJECTING 3 INCHES.
 GZ0889
 GZ0889                          STATION RECOVERY (1958)
 GZ0889
 GZ0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0889'RECOVERED IN GOOD CONDITION.
 GZ0889
 GZ0889                          STATION RECOVERY (1981)
 GZ0889
 GZ0889'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1678 ***********************************************************************
 GZ1678  DESIGNATION -  F 237
 GZ1678  PID         -  GZ1678
 GZ1678  STATE/COUNTY-  KY/CASEY
 GZ1678  USGS QUAD   -  CLEMENTSVILLE (1987)
 GZ1678
 GZ1678                         *CURRENT SURVEY CONTROL
 GZ1678  ___________________________________________________________________
 GZ1678* NAD 83(1986)-  37 17 00.     (N)    085 06 30.     (W)     SCALED    
 GZ1678* NAVD 88     -       235.610  (meters)     773.00   (feet)  ADJUSTED  
 GZ1678  ___________________________________________________________________
 GZ1678  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GZ1678  DYNAMIC HT  -         235.421 (meters)     772.38  (feet)  COMP
 GZ1678  MODELED GRAV-     979,824.1   (mgal)                       NAVD 88
 GZ1678
 GZ1678  VERT ORDER  -  SECOND    CLASS 0
 GZ1678
 GZ1678.The horizontal coordinates were scaled from a topographic map and have
 GZ1678.an estimated accuracy of +/- 6 seconds.
 GZ1678
 GZ1678.The orthometric height was determined by differential leveling
 GZ1678.and adjusted by the National Geodetic Survey in June 1991..
 GZ1678
 GZ1678.The geoid height was determined by GEOID03.
 GZ1678
 GZ1678.The dynamic height is computed by dividing the NAVD 88
 GZ1678.geopotential number by the normal gravity value computed on the
 GZ1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1678.degrees latitude (g = 980.6199 gals.).
 GZ1678
 GZ1678.The modeled gravity was interpolated from observed gravity values.
 GZ1678
 GZ1678;                    North         East    Units  Estimated Accuracy
 GZ1678;SPC KY1Z     - 1,105,630.    1,556,900.      MT  (+/- 180 meters Scaled)
 GZ1678
 GZ1678                          SUPERSEDED SURVEY CONTROL
 GZ1678
 GZ1678  NGVD 29 (??/??/92)  235.750  (m)          773.46   (f) ADJ UNCH    2 0
 GZ1678
 GZ1678.Superseded values are not recommended for survey control.
 GZ1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1678.See file dsdata.txt to determine how the superseded data were derived.
 GZ1678
 GZ1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG676279(NAD 83)
 GZ1678_MARKER: DB = BENCH MARK DISK
 GZ1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1678_STAMPING: F 237 1951 773.456
 GZ1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1678+STABILITY: SURFACE MOTION
 GZ1678
 GZ1678  HISTORY     - Date     Condition        Report By
 GZ1678  HISTORY     - 1951     MONUMENTED       CGS
 GZ1678  HISTORY     - 1958     GOOD             NGS
 GZ1678
 GZ1678                          STATION DESCRIPTION
 GZ1678
 GZ1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1678'0.9 MI SW FROM CLEMENTSVILLE.
 GZ1678'ABOUT 0.9 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ1678'OFFICE AND JUNCTION OF STATE HIGHWAY 70 AT CLEMENTSVILLE, AT
 GZ1678'THE SOUTHWEST END OF A CUT, 25 FEET SOUTHEAST OF THE CENTER
 GZ1678'LINE OF THE ROAD, 1 FOOT NORTHWEST OF A FENCE LINE, 55 FEET
 GZ1678'NORTHEAST OF THE SOUTHEAST END OF A 24-INCH PIPE CULVERT, 2 FEET
 GZ1678'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GZ1678'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1678
 GZ1678                          STATION RECOVERY (1958)
 GZ1678
 GZ1678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1716 ***********************************************************************
 GZ1716  DESIGNATION -  F 238
 GZ1716  PID         -  GZ1716
 GZ1716  STATE/COUNTY-  KY/ADAIR
 GZ1716  USGS QUAD   -  DUNNVILLE (1970)
 GZ1716
 GZ1716                         *CURRENT SURVEY CONTROL
 GZ1716  ___________________________________________________________________
 GZ1716* NAD 83(1986)-  37 08 46.     (N)    085 06 16.     (W)     SCALED    
 GZ1716* NAVD 88     -       319.446  (meters)    1048.05   (feet)  ADJUSTED  
 GZ1716  ___________________________________________________________________
 GZ1716  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GZ1716  DYNAMIC HT  -         319.188 (meters)    1047.20  (feet)  COMP
 GZ1716  MODELED GRAV-     979,815.9   (mgal)                       NAVD 88
 GZ1716
 GZ1716  VERT ORDER  -  SECOND    CLASS 0
 GZ1716
 GZ1716.The horizontal coordinates were scaled from a topographic map and have
 GZ1716.an estimated accuracy of +/- 6 seconds.
 GZ1716
 GZ1716.The orthometric height was determined by differential leveling
 GZ1716.and adjusted by the National Geodetic Survey in June 1991..
 GZ1716
 GZ1716.The geoid height was determined by GEOID03.
 GZ1716
 GZ1716.The dynamic height is computed by dividing the NAVD 88
 GZ1716.geopotential number by the normal gravity value computed on the
 GZ1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1716.degrees latitude (g = 980.6199 gals.).
 GZ1716
 GZ1716.The modeled gravity was interpolated from observed gravity values.
 GZ1716
 GZ1716;                    North         East    Units  Estimated Accuracy
 GZ1716;SPC KY1Z     - 1,090,400.    1,557,350.      MT  (+/- 180 meters Scaled)
 GZ1716
 GZ1716                          SUPERSEDED SURVEY CONTROL
 GZ1716
 GZ1716  NGVD 29 (??/??/92)  319.590  (m)         1048.52   (f) ADJ UNCH    2 0
 GZ1716
 GZ1716.Superseded values are not recommended for survey control.
 GZ1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1716.See file dsdata.txt to determine how the superseded data were derived.
 GZ1716
 GZ1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG683127(NAD 83)
 GZ1716_MARKER: DB = BENCH MARK DISK
 GZ1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1716_STAMPING: F 238 1951 1048.522
 GZ1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1716+STABILITY: SURFACE MOTION
 GZ1716
 GZ1716  HISTORY     - Date     Condition        Report By
 GZ1716  HISTORY     - 1951     MONUMENTED       CGS
 GZ1716  HISTORY     - 1958     GOOD             NGS
 GZ1716
 GZ1716                          STATION DESCRIPTION
 GZ1716
 GZ1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1716'AT MILLERFIELD.
 GZ1716'AT MILLERFIELD, AT THE CHURCH AND SCHOOL, 162 FEET SOUTHWEST
 GZ1716'OF THE CENTER LINE OF MAIN ROAD, 153 FEET NORTHWEST OF THE CENTER
 GZ1716'LINE OF A SIDE ROAD LEADING SOUTHWEST, 45 FEET SOUTH OF THE
 GZ1716'SOUTH CORNER OF CHURCH, 88 FEET NORTH OF THE NORTH CORNER OF
 GZ1716'SCHOOL, 1 FOOT NORTHEAST OF A WIRE FENCE, 9 1/2 FEET NORTHWEST OF
 GZ1716'A FENCE CORNER, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 GZ1716'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1716'PROJECTING 2 INCHES.
 GZ1716
 GZ1716                          STATION RECOVERY (1958)
 GZ1716
 GZ1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1827 ***********************************************************************
 GZ1827  DESIGNATION -  F 240
 GZ1827  PID         -  GZ1827
 GZ1827  STATE/COUNTY-  KY/RUSSELL
 GZ1827  USGS QUAD   -  MONTPELIER (1976)
 GZ1827
 GZ1827                         *CURRENT SURVEY CONTROL
 GZ1827  ___________________________________________________________________
 GZ1827* NAD 83(1986)-  37 00 31.     (N)    085 09 22.     (W)     SCALED    
 GZ1827* NAVD 88     -       261.923  (meters)     859.33   (feet)  ADJUSTED  
 GZ1827  ___________________________________________________________________
 GZ1827  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GZ1827  DYNAMIC HT  -         261.708 (meters)     858.62  (feet)  COMP
 GZ1827  MODELED GRAV-     979,803.5   (mgal)                       NAVD 88
 GZ1827
 GZ1827  VERT ORDER  -  SECOND    CLASS 0
 GZ1827
 GZ1827.The horizontal coordinates were scaled from a topographic map and have
 GZ1827.an estimated accuracy of +/- 6 seconds.
 GZ1827
 GZ1827.The orthometric height was determined by differential leveling
 GZ1827.and adjusted by the National Geodetic Survey in June 1991..
 GZ1827
 GZ1827.The geoid height was determined by GEOID03.
 GZ1827
 GZ1827.The dynamic height is computed by dividing the NAVD 88
 GZ1827.geopotential number by the normal gravity value computed on the
 GZ1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1827.degrees latitude (g = 980.6199 gals.).
 GZ1827
 GZ1827.The modeled gravity was interpolated from observed gravity values.
 GZ1827
 GZ1827;                    North         East    Units  Estimated Accuracy
 GZ1827;SPC KY1Z     - 1,075,120.    1,552,860.      MT  (+/- 180 meters Scaled)
 GZ1827
 GZ1827                          SUPERSEDED SURVEY CONTROL
 GZ1827
 GZ1827  NGVD 29 (??/??/92)  262.069  (m)          859.80   (f) ADJ UNCH    2 0
 GZ1827
 GZ1827.Superseded values are not recommended for survey control.
 GZ1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1827.See file dsdata.txt to determine how the superseded data were derived.
 GZ1827
 GZ1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF640974(NAD 83)
 GZ1827_MARKER: DB = BENCH MARK DISK
 GZ1827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1827_SP_SET: CULVERT
 GZ1827_STAMPING: F 240 1951 859.805
 GZ1827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1827+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 GZ1827
 GZ1827  HISTORY     - Date     Condition        Report By
 GZ1827  HISTORY     - 1951     MONUMENTED       CGS
 GZ1827  HISTORY     - 1958     GOOD             NGS
 GZ1827  HISTORY     - 20050823 GOOD             KYTC
 GZ1827
 GZ1827                          STATION DESCRIPTION
 GZ1827
 GZ1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1827'1.7 MI E FROM MONTPELIER.
 GZ1827'ABOUT 1.7 MILES EAST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 GZ1827'AND ROAD JUNCTION AT MONTPELIER, SET IN THE TOP OF THE EAST END
 GZ1827'OF THE SOUTH HEADWALL OF A 30-FOOT CONCRETE CULVERT WITH PARTITION
 GZ1827'OVER REYNOLDS CREEK, ABOUT 60 YARDS SOUTHEAST AND ACROSS HIGHWAY
 GZ1827'FROM LIBERTY CHURCH, 14 FEET SOUTH OF THE CENTER LINE OF HIGHWAY
 GZ1827'AND ABOUT LEVEL WITH HIGHWAY.
 GZ1827
 GZ1827                          STATION RECOVERY (1958)
 GZ1827
 GZ1827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1827'RECOVERED IN GOOD CONDITION.
 GZ1827
 GZ1827                          STATION RECOVERY (2005)
 GZ1827
 GZ1827'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1827'MARK IS 3 FEET BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1175 ***********************************************************************
 GB1175  DESIGNATION -  F 241
 GB1175  PID         -  GB1175
 GB1175  STATE/COUNTY-  KY/RUSSELL
 GB1175  USGS QUAD   -  JABEZ (1978)
 GB1175
 GB1175                         *CURRENT SURVEY CONTROL
 GB1175  ___________________________________________________________________
 GB1175* NAD 83(1986)-  36 59 48.     (N)    084 52 55.     (W)     SCALED    
 GB1175* NAVD 88     -       313.875  (meters)    1029.77   (feet)  ADJUSTED  
 GB1175  ___________________________________________________________________
 GB1175  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GB1175  DYNAMIC HT  -         313.617 (meters)    1028.93  (feet)  COMP
 GB1175  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 GB1175
 GB1175  VERT ORDER  -  SECOND    CLASS 0
 GB1175
 GB1175.The horizontal coordinates were scaled from a topographic map and have
 GB1175.an estimated accuracy of +/- 6 seconds.
 GB1175
 GB1175.The orthometric height was determined by differential leveling
 GB1175.and adjusted by the National Geodetic Survey in June 1991..
 GB1175
 GB1175.The geoid height was determined by GEOID03.
 GB1175
 GB1175.The dynamic height is computed by dividing the NAVD 88
 GB1175.geopotential number by the normal gravity value computed on the
 GB1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1175.degrees latitude (g = 980.6199 gals.).
 GB1175
 GB1175.The modeled gravity was interpolated from observed gravity values.
 GB1175
 GB1175;                    North         East    Units  Estimated Accuracy
 GB1175;SPC KY1Z     - 1,073,980.    1,577,270.      MT  (+/- 180 meters Scaled)
 GB1175
 GB1175                          SUPERSEDED SURVEY CONTROL
 GB1175
 GB1175  NGVD 29 (??/??/92)  314.012  (m)         1030.22   (f) ADJ UNCH    2 0
 GB1175
 GB1175.Superseded values are not recommended for survey control.
 GB1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1175.See file dsdata.txt to determine how the superseded data were derived.
 GB1175
 GB1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF884966(NAD 83)
 GB1175_MARKER: DB = BENCH MARK DISK
 GB1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1175_STAMPING: F 241 1951 1030.221
 GB1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1175+STABILITY: SURFACE MOTION
 GB1175
 GB1175  HISTORY     - Date     Condition        Report By
 GB1175  HISTORY     - 1951     MONUMENTED       CGS
 GB1175  HISTORY     - 1958     GOOD             NGS
 GB1175
 GB1175                          STATION DESCRIPTION
 GB1175
 GB1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB1175'1 MI NE FROM JABEZ.
 GB1175'1.05 MILES NORTHEAST ALONG STATE HIGHWAY 196 FROM THE CROSSROAD
 GB1175'AND CHURCH AT JABEZ, (BLACK TOP ROAD), 0.8 MILE SOUTHWEST OF
 GB1175'SANDY HOLLOW SCHOOL A CONCRETE BLOCK BUILDING, 75 YARDS NORTH OF
 GB1175'THE JUNCTION OF A TRACK ROAD EAST, 50 YARDS NORTH OF THE TOP OF
 GB1175'GRADE AND CURVE WITH TANGENTS SOUTH AND NORTHWEST, 53.5 FEET
 GB1175'EAST OF THE CENTER LINE OF HIGHWAY AT NORTHWEST END OF CURVE, 14
 GB1175'FEET SOUTH OF THE CENTER OF A DIM TRAIL, AND ABOUT 7 FEET BELOW
 GB1175'THE LEVEL OF HIGHWAY.  IN CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1768 ***********************************************************************
 GZ1768  DESIGNATION -  F 243
 GZ1768  PID         -  GZ1768
 GZ1768  STATE/COUNTY-  KY/ADAIR
 GZ1768  USGS QUAD   -  COLUMBIA (1976)
 GZ1768
 GZ1768                         *CURRENT SURVEY CONTROL
 GZ1768  ___________________________________________________________________
 GZ1768* NAD 83(1986)-  37 06 02.     (N)    085 19 24.     (W)     SCALED    
 GZ1768* NAVD 88     -       217.406  (meters)     713.27   (feet)  ADJUSTED  
 GZ1768  ___________________________________________________________________
 GZ1768  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GZ1768  DYNAMIC HT  -         217.233 (meters)     712.71  (feet)  COMP
 GZ1768  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 GZ1768
 GZ1768  VERT ORDER  -  FIRST     CLASS I
 GZ1768
 GZ1768.The horizontal coordinates were scaled from a topographic map and have
 GZ1768.an estimated accuracy of +/- 6 seconds.
 GZ1768
 GZ1768.The orthometric height was determined by differential leveling
 GZ1768.and adjusted by the National Geodetic Survey in June 1991..
 GZ1768
 GZ1768.The geoid height was determined by GEOID03.
 GZ1768
 GZ1768.The dynamic height is computed by dividing the NAVD 88
 GZ1768.geopotential number by the normal gravity value computed on the
 GZ1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1768.degrees latitude (g = 980.6199 gals.).
 GZ1768
 GZ1768.The modeled gravity was interpolated from observed gravity values.
 GZ1768
 GZ1768;                    North         East    Units  Estimated Accuracy
 GZ1768;SPC KY1Z     - 1,085,240.    1,537,930.      MT  (+/- 180 meters Scaled)
 GZ1768
 GZ1768                          SUPERSEDED SURVEY CONTROL
 GZ1768
 GZ1768  NGVD 29 (??/??/92)  217.566  (m)          713.80   (f) ADJ UNCH    1 1
 GZ1768
 GZ1768.Superseded values are not recommended for survey control.
 GZ1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1768.See file dsdata.txt to determine how the superseded data were derived.
 GZ1768
 GZ1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG489073(NAD 83)
 GZ1768_MARKER: DB = BENCH MARK DISK
 GZ1768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1768_SP_SET: CULVERT
 GZ1768_STAMPING: F 243 1951
 GZ1768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1768
 GZ1768  HISTORY     - Date     Condition        Report By
 GZ1768  HISTORY     - 1951     MONUMENTED       CGS
 GZ1768  HISTORY     - 1968     GOOD             NGS
 GZ1768  HISTORY     - 20050816 POOR             KYTC
 GZ1768
 GZ1768                          STATION DESCRIPTION
 GZ1768
 GZ1768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1768'1 MI W FROM COLUMBIA.
 GZ1768'ABOUT 0.5 MILE SOUTHWEST ALONG BURKESVILLE STREET WHICH IS STATE
 GZ1768'HIGHWAY 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA, THENCE
 GZ1768'0.5 MILE WEST ALONG STATE HIGHWAY 61, SET IN THE TOP OF THE
 GZ1768'EAST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT UNDER
 GZ1768'THE HIGHWAY, 23 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 18
 GZ1768'FEET EAST OF THE CENTERLINE OF A DRIVEWAY, AND ABOUT 3 FEET
 GZ1768'BELOW THE LEVEL OF THE HIGHWAY.
 GZ1768
 GZ1768                          STATION RECOVERY (2005)
 GZ1768
 GZ1768'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1768'ONLY 1/4 OF MARK IS VISIBLE AND ACCESSED BY REMOVING A GRATE IN CATCH
 GZ1768'BASIN BUILT ATOP ORIGINAL HEAD WALL OF CULVERT MANY YEARS AGO, USE
 GZ1768'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2092 ***********************************************************************
 GB2092  DESIGNATION -  F 244
 GB2092  PID         -  GB2092
 GB2092  STATE/COUNTY-  KY/METCALFE
 GB2092  USGS QUAD   -  EDMONTON (1982)
 GB2092
 GB2092                         *CURRENT SURVEY CONTROL
 GB2092  ___________________________________________________________________
 GB2092* NAD 83(1986)-  36 59 02.     (N)    085 36 44.     (W)     SCALED    
 GB2092* NAVD 88     -       230.543  (meters)     756.37   (feet)  ADJUSTED  
 GB2092  ___________________________________________________________________
 GB2092  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GB2092  DYNAMIC HT  -         230.356 (meters)     755.76  (feet)  COMP
 GB2092  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 GB2092
 GB2092  VERT ORDER  -  FIRST     CLASS I
 GB2092
 GB2092.The horizontal coordinates were scaled from a topographic map and have
 GB2092.an estimated accuracy of +/- 6 seconds.
 GB2092
 GB2092.The orthometric height was determined by differential leveling
 GB2092.and adjusted by the National Geodetic Survey in June 1991..
 GB2092
 GB2092.The geoid height was determined by GEOID03.
 GB2092
 GB2092.The dynamic height is computed by dividing the NAVD 88
 GB2092.geopotential number by the normal gravity value computed on the
 GB2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2092.degrees latitude (g = 980.6199 gals.).
 GB2092
 GB2092.The modeled gravity was interpolated from observed gravity values.
 GB2092
 GB2092;                    North         East    Units  Estimated Accuracy
 GB2092;SPC KY1Z     - 1,072,210.    1,512,270.      MT  (+/- 180 meters Scaled)
 GB2092
 GB2092                          SUPERSEDED SURVEY CONTROL
 GB2092
 GB2092  NGVD 29 (??/??/92)  230.691  (m)          756.86   (f) ADJ UNCH    1 1
 GB2092
 GB2092.Superseded values are not recommended for survey control.
 GB2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2092.See file dsdata.txt to determine how the superseded data were derived.
 GB2092
 GB2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF235939(NAD 83)
 GB2092_MARKER: DB = BENCH MARK DISK
 GB2092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB2092_SP_SET: ABUTMENT
 GB2092_STAMPING: F 244 1951
 GB2092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB2092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB2092+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 GB2092
 GB2092  HISTORY     - Date     Condition        Report By
 GB2092  HISTORY     - 1951     MONUMENTED       CGS
 GB2092  HISTORY     - 1968     GOOD             NGS
 GB2092  HISTORY     - 20010412 GOOD             KYDT
 GB2092
 GB2092                          STATION DESCRIPTION
 GB2092
 GB2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB2092'0.4 MI N FROM EDMONTON.
 GB2092'ABOUT 0.35 MILE NORTH ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY
 GB2092'80 FROM THE METCALFE COUNTY COURTHOUSE AT EDMONTON, 0.1 MILE
 GB2092'SOUTH OF A JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 80, 17 FEET
 GB2092'WEST OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE
 GB2092'WEST END OF THE NORTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER
 GB2092'SOUTH FORK LITTLE BARREN RIVER, 0.7 FOOT WEST OF THE WEST
 GB2092'CONCRETE GUARD RAIL ON THE BRIDGE, AND ABOUT 1 FOOT ABOVE THE
 GB2092'LEVEL OF THE HIGHWAY.
 GB2092
 GB2092                          STATION RECOVERY (2001)
 GB2092
 GB2092'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GB2092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1194 ***********************************************************************
 GB1194  DESIGNATION -  F 246
 GB1194  PID         -  GB1194
 GB1194  STATE/COUNTY-  KY/WAYNE
 GB1194  USGS QUAD   -  POWERSBURG (1954)
 GB1194
 GB1194                         *CURRENT SURVEY CONTROL
 GB1194  ___________________________________________________________________
 GB1194* NAD 83(1986)-  36 40 38.     (N)    084 52 44.     (W)     SCALED    
 GB1194* NAVD 88     -       442.030  (meters)    1450.23   (feet)  ADJUSTED  
 GB1194  ___________________________________________________________________
 GB1194  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GB1194  DYNAMIC HT  -         441.664 (meters)    1449.03  (feet)  COMP
 GB1194  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GB1194
 GB1194  VERT ORDER  -  SECOND    CLASS 0
 GB1194
 GB1194.The horizontal coordinates were scaled from a topographic map and have
 GB1194.an estimated accuracy of +/- 6 seconds.
 GB1194
 GB1194.The orthometric height was determined by differential leveling
 GB1194.and adjusted by the National Geodetic Survey in June 1991..
 GB1194
 GB1194.The geoid height was determined by GEOID03.
 GB1194
 GB1194.The dynamic height is computed by dividing the NAVD 88
 GB1194.geopotential number by the normal gravity value computed on the
 GB1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1194.degrees latitude (g = 980.6199 gals.).
 GB1194
 GB1194.The modeled gravity was interpolated from observed gravity values.
 GB1194
 GB1194;                    North         East    Units  Estimated Accuracy
 GB1194;SPC KY1Z     - 1,038,530.    1,577,870.      MT  (+/- 180 meters Scaled)
 GB1194
 GB1194                          SUPERSEDED SURVEY CONTROL
 GB1194
 GB1194  NGVD 29 (??/??/92)  442.169  (m)         1450.68   (f) ADJ UNCH    2 0
 GB1194
 GB1194.Superseded values are not recommended for survey control.
 GB1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1194.See file dsdata.txt to determine how the superseded data were derived.
 GB1194
 GB1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF895611(NAD 83)
 GB1194_MARKER: DB = BENCH MARK DISK
 GB1194_SETTING: 66 = SET IN ROCK OUTCROP
 GB1194_SP_SET: ROCK LEDGE
 GB1194_STAMPING: F 246 1951
 GB1194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1194+STABILITY: POSITION/ELEVATION WELL
 GB1194
 GB1194  HISTORY     - Date     Condition        Report By
 GB1194  HISTORY     - 1951     MONUMENTED       CGS
 GB1194  HISTORY     - 1958     MARK NOT FOUND   NGS
 GB1194
 GB1194                          STATION DESCRIPTION
 GB1194
 GB1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1194'3 MI E FROM SLICKFORD.
 GB1194'ABOUT 1.0 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST
 GB1194'OFFICE AT SLICKFORD, THENCE ABOUT 2.0 MILES EAST ALONG A DIM
 GB1194'ROAD, ON A HILL DECENDING SOUTHWEST, IN THE TOP OF A SANDSTONE
 GB1194'LEDGE ABOUT 16 BY 4 FEET, 10 FEET SOUTHEAST OF CENTER LINE OF
 GB1194'DIM ROAD, 135 FEET SOUTHWEST OF CENTER OF A DIM CROSSROAD, 18
 GB1194'FEET SOUTH AND ACROSS ROAD FROM A TRIANGULAR BLAZED 16-INCH OAK
 GB1194'TREE, 8 FEET SOUTH OF NORTH END OF LEDGE AND ABOUT 2 FEET ABOVE
 GB1194'LEVEL OF ROAD.  NOTE-- A BULLDOZER HAS WORKED IN THIS AREA AND
 GB1194'MAY HAVE BROKEN OFF PART OF THIS LEDGE.
 GB1194
 GB1194                          STATION RECOVERY (1958)
 GB1194
 GB1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1305 ***********************************************************************
 GB1305  DESIGNATION -  F 247
 GB1305  PID         -  GB1305
 GB1305  STATE/COUNTY-  KY/CLINTON
 GB1305  USGS QUAD   -  SAVAGE (1981)
 GB1305
 GB1305                         *CURRENT SURVEY CONTROL
 GB1305  ___________________________________________________________________
 GB1305* NAD 83(1986)-  36 42 03.     (N)    085 05 56.     (W)     SCALED    
 GB1305* NAVD 88     -       294.395  (meters)     965.86   (feet)  ADJUSTED  
 GB1305  ___________________________________________________________________
 GB1305  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GB1305  DYNAMIC HT  -         294.139 (meters)     965.02  (feet)  COMP
 GB1305  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 GB1305
 GB1305  VERT ORDER  -  SECOND    CLASS 0
 GB1305
 GB1305.The horizontal coordinates were scaled from a topographic map and have
 GB1305.an estimated accuracy of +/- 6 seconds.
 GB1305
 GB1305.The orthometric height was determined by differential leveling
 GB1305.and adjusted by the National Geodetic Survey in June 1991..
 GB1305
 GB1305.The geoid height was determined by GEOID03.
 GB1305
 GB1305.The dynamic height is computed by dividing the NAVD 88
 GB1305.geopotential number by the normal gravity value computed on the
 GB1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1305.degrees latitude (g = 980.6199 gals.).
 GB1305
 GB1305.The modeled gravity was interpolated from observed gravity values.
 GB1305
 GB1305;                    North         East    Units  Estimated Accuracy
 GB1305;SPC KY1Z     - 1,040,990.    1,558,190.      MT  (+/- 180 meters Scaled)
 GB1305
 GB1305                          SUPERSEDED SURVEY CONTROL
 GB1305
 GB1305  NGVD 29 (??/??/92)  294.520  (m)          966.27   (f) ADJ UNCH    2 0
 GB1305
 GB1305.Superseded values are not recommended for survey control.
 GB1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1305.See file dsdata.txt to determine how the superseded data were derived.
 GB1305
 GB1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF698633(NAD 83)
 GB1305_MARKER: DB = BENCH MARK DISK
 GB1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1305_STAMPING: F 247 1951 966.271
 GB1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1305+STABILITY: SURFACE MOTION
 GB1305
 GB1305  HISTORY     - Date     Condition        Report By
 GB1305  HISTORY     - 1951     MONUMENTED       CGS
 GB1305  HISTORY     - 1957     GOOD             NGS
 GB1305
 GB1305                          STATION DESCRIPTION
 GB1305
 GB1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1305'2.7 MI NE FROM ALBANY.
 GB1305'ABOUT 2.7 MILES NORTHEAST ALONG STATE HIGHWAY 350 FROM THE COURT
 GB1305'HOUSE AT ALBANY, ABOUT 0.35 MILE NORTHEAST OF A 20-FOOT CONCRETE
 GB1305'BRIDGE, 50 FEET WEST OF CENTER LINE OF HIGHWAY, 118 FEET
 GB1305'SOUTHWEST OF CENTER OF JUNCTION OF A ROAD NORTH, 270 FEET
 GB1305'SOUTH-SOUTHWEST AND ACROSS ROAD NORTH FROM SOUTHWEST CORNER OF
 GB1305'SMITHS CHAPEL CHURCH OF NAZARENE, 68 FEET SOUTHEAST OF A POWER
 GB1305'POLE WITH A TRANSFORMER, 75 FEET SOUTH AND ACROSS A DRIVE FROM
 GB1305'THE SOUTHEAST CORNER OF RESIDENCE OF J.H. PIERCE, 1 1/2 FEET
 GB1305'NORTHEAST OF A FENCE LINE, ABOUT 2 1/2 FEET ABOVE HIGHWAY AND SET
 GB1305'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1305
 GB1305                          STATION RECOVERY (1957)
 GB1305
 GB1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1322 ***********************************************************************
 GB1322  DESIGNATION -  F 248
 GB1322  PID         -  GB1322
 GB1322  STATE/COUNTY-  KY/CLINTON
 GB1322  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1322
 GB1322                         *CURRENT SURVEY CONTROL
 GB1322  ___________________________________________________________________
 GB1322* NAD 83(1986)-  36 45 42.     (N)    085 12 11.     (W)     SCALED    
 GB1322* NAVD 88     -       313.259  (meters)    1027.75   (feet)  ADJUSTED  
 GB1322  ___________________________________________________________________
 GB1322  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GB1322  DYNAMIC HT  -         312.994 (meters)    1026.88  (feet)  COMP
 GB1322  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 GB1322
 GB1322  VERT ORDER  -  SECOND    CLASS 0
 GB1322
 GB1322.The horizontal coordinates were scaled from a topographic map and have
 GB1322.an estimated accuracy of +/- 6 seconds.
 GB1322
 GB1322.The orthometric height was determined by differential leveling
 GB1322.and adjusted by the National Geodetic Survey in June 1991..
 GB1322
 GB1322.The geoid height was determined by GEOID03.
 GB1322
 GB1322.The dynamic height is computed by dividing the NAVD 88
 GB1322.geopotential number by the normal gravity value computed on the
 GB1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1322.degrees latitude (g = 980.6199 gals.).
 GB1322
 GB1322.The modeled gravity was interpolated from observed gravity values.
 GB1322
 GB1322;                    North         East    Units  Estimated Accuracy
 GB1322;SPC KY1Z     - 1,047,680.    1,548,840.      MT  (+/- 180 meters Scaled)
 GB1322
 GB1322                          SUPERSEDED SURVEY CONTROL
 GB1322
 GB1322  NGVD 29 (??/??/92)  313.390  (m)         1028.18   (f) ADJ UNCH    2 0
 GB1322
 GB1322.Superseded values are not recommended for survey control.
 GB1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1322.See file dsdata.txt to determine how the superseded data were derived.
 GB1322
 GB1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF603699(NAD 83)
 GB1322_MARKER: DB = BENCH MARK DISK
 GB1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1322_STAMPING: F 248 1951 1028.180
 GB1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1322+STABILITY: SURFACE MOTION
 GB1322
 GB1322  HISTORY     - Date     Condition        Report By
 GB1322  HISTORY     - 1951     MONUMENTED       CGS
 GB1322  HISTORY     - 1958     GOOD             NGS
 GB1322
 GB1322                          STATION DESCRIPTION
 GB1322
 GB1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1322'6.6 MI NW FROM ALBANY.
 GB1322'ABOUT 6.65 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE COURT
 GB1322'HOUSE AT ALBANY, AT THE JUNCTION OF STATE HIGHWAY 90, 90S AND
 GB1322'55, 33 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY 90S, 60 FEET
 GB1322'SOUTH OF CENTER OF JUNCTION, 99 FEET SOUTHEAST OF A POWER POLE,
 GB1322'48 FEET SOUTHEAST OF EXTENDED CENTER LINE OF HIGHWAY 90 AND 55
 GB1322'LEADING NORTHEAST, 1 1/2 FEET NORTHEAST OF A FENCE LINE, 1 1/2
 GB1322'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GB1322'HIGHWAYS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GB1322'INCHES.
 GB1322
 GB1322                          STATION RECOVERY (1958)
 GB1322
 GB1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2631 ***********************************************************************
 GA2631  DESIGNATION -  F 25
 GA2631  PID         -  GA2631
 GA2631  STATE/COUNTY-  KY/BELL
 GA2631  USGS QUAD   -  KAYJAY (1983)
 GA2631
 GA2631                         *CURRENT SURVEY CONTROL
 GA2631  ___________________________________________________________________
 GA2631* NAD 83(1986)-  36 38 26.     (N)    083 51 01.     (W)     SCALED    
 GA2631* NAVD 88     -       779.650  (meters)    2557.90   (feet)  ADJUSTED  
 GA2631  ___________________________________________________________________
 GA2631  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GA2631  DYNAMIC HT  -         778.920 (meters)    2555.51  (feet)  COMP
 GA2631  MODELED GRAV-     979,668.7   (mgal)                       NAVD 88
 GA2631
 GA2631  VERT ORDER  -  SECOND    CLASS 0
 GA2631
 GA2631.The horizontal coordinates were scaled from a topographic map and have
 GA2631.an estimated accuracy of +/- 6 seconds.
 GA2631
 GA2631.The orthometric height was determined by differential leveling
 GA2631.and adjusted by the National Geodetic Survey in June 1991..
 GA2631
 GA2631.The geoid height was determined by GEOID03.
 GA2631
 GA2631.The dynamic height is computed by dividing the NAVD 88
 GA2631.geopotential number by the normal gravity value computed on the
 GA2631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2631.degrees latitude (g = 980.6199 gals.).
 GA2631
 GA2631.The modeled gravity was interpolated from observed gravity values.
 GA2631
 GA2631;                    North         East    Units  Estimated Accuracy
 GA2631;SPC KY1Z     - 1,035,830.    1,669,900.      MT  (+/- 180 meters Scaled)
 GA2631
 GA2631                          SUPERSEDED SURVEY CONTROL
 GA2631
 GA2631  NGVD 29 (??/??/92)  779.61   (m)         2557.8    (f) COMPUTED    2 0
 GA2631
 GA2631.Superseded values are not recommended for survey control.
 GA2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2631.See file dsdata.txt to determine how the superseded data were derived.
 GA2631
 GA2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA451587(NAD 83)
 GA2631_MARKER: DB = BENCH MARK DISK
 GA2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2631+STABILITY: SURFACE MOTION
 GA2631
 GA2631  HISTORY     - Date     Condition        Report By
 GA2631  HISTORY     - UNK      MONUMENTED       CGS
 GA2631  HISTORY     - 1934     GOOD             NGS
 GA2631  HISTORY     - 1951     MARK NOT FOUND   NGS
 GA2631
 GA2631                          STATION DESCRIPTION
 GA2631
 GA2631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA2631'5.3 MI E FROM FONDE.
 GA2631'70 FT. EAST OF U CURVE IN HWY., 27 FT. SOUTH OF CENTER OF HWY.
 GA2631
 GA2631                          STATION RECOVERY (1951)
 GA2631
 GA2631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GA2631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2632 ***********************************************************************
 GA2632  DESIGNATION -  F 25 RESET
 GA2632  PID         -  GA2632
 GA2632  STATE/COUNTY-  KY/BELL
 GA2632  USGS QUAD   -  KAYJAY (1983)
 GA2632
 GA2632                         *CURRENT SURVEY CONTROL
 GA2632  ___________________________________________________________________
 GA2632* NAD 83(1986)-  36 38 26.     (N)    083 51 01.     (W)     SCALED    
 GA2632* NAVD 88     -       780.774  (meters)    2561.59   (feet)  ADJUSTED  
 GA2632  ___________________________________________________________________
 GA2632  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GA2632  DYNAMIC HT  -         780.043 (meters)    2559.19  (feet)  COMP
 GA2632  MODELED GRAV-     979,668.7   (mgal)                       NAVD 88
 GA2632
 GA2632  VERT ORDER  -  SECOND    CLASS 0
 GA2632
 GA2632.The horizontal coordinates were scaled from a topographic map and have
 GA2632.an estimated accuracy of +/- 6 seconds.
 GA2632
 GA2632.The orthometric height was determined by differential leveling
 GA2632.and adjusted by the National Geodetic Survey in June 1991..
 GA2632
 GA2632.The geoid height was determined by GEOID03.
 GA2632
 GA2632.The dynamic height is computed by dividing the NAVD 88
 GA2632.geopotential number by the normal gravity value computed on the
 GA2632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2632.degrees latitude (g = 980.6199 gals.).
 GA2632
 GA2632.The modeled gravity was interpolated from observed gravity values.
 GA2632
 GA2632;                    North         East    Units  Estimated Accuracy
 GA2632;SPC KY1Z     - 1,035,830.    1,669,900.      MT  (+/- 180 meters Scaled)
 GA2632
 GA2632                          SUPERSEDED SURVEY CONTROL
 GA2632
 GA2632  NGVD 29 (??/??/92)  780.874  (m)         2561.92   (f) ADJ UNCH    2 0
 GA2632
 GA2632.Superseded values are not recommended for survey control.
 GA2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2632.See file dsdata.txt to determine how the superseded data were derived.
 GA2632
 GA2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA451587(NAD 83)
 GA2632_MARKER: DB = BENCH MARK DISK
 GA2632_SETTING: 66 = SET IN ROCK OUTCROP
 GA2632_SP_SET: OUTCROP
 GA2632_STAMPING: F 25 RESET 1951 2561.917
 GA2632_MARK LOGO: CGS   
 GA2632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2632+STABILITY: POSITION/ELEVATION WELL
 GA2632
 GA2632  HISTORY     - Date     Condition        Report By
 GA2632  HISTORY     - 1951     MONUMENTED       CGS
 GA2632  HISTORY     - 1975     GOOD             NGS
 GA2632
 GA2632                          STATION DESCRIPTION
 GA2632
 GA2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2632'2.8 MI NW FROM CAPITO.
 GA2632'2.8 MILES NORTHWEST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 GA2632'AT CAPITO, ABOUT 0.75 MILE NORTHEAST ALONG HIGHWAY 74 FROM THE
 GA2632'TOP OF GRADE OVER LOG MOUNTAIN, AT A SHARP CURVE WITH TANGENTS
 GA2632'EXTENDING WEST AND SOUTHWEST AND AT NORTHERN MOST POINT OF HIGHWAY
 GA2632'74, ABOUT 0.1 MILE NORTHEAST OF A ROAD LEADING NORTH, SET IN THE
 GA2632'TOP OF SMALL EXPOSED PART OF AN OUTCROP OF ROCK, 26 FEET EAST OF
 GA2632'THE CENTER LINE OF THE HIGHWAY, 29 FEET NORTH OF THE CENTER LINE
 GA2632'OF A TRAIL EAST, 96 FEET SOUTHEAST OF THE NORTH END OF A 30-INCH
 GA2632'PIPE CULVERT, ABOUT LEVEL WITH THE HIGHWAY.
 GA2632
 GA2632                          STATION RECOVERY (1975)
 GA2632
 GA2632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1519 ***********************************************************************
 GB1519  DESIGNATION -  F 250
 GB1519  PID         -  GB1519
 GB1519  STATE/COUNTY-  KY/RUSSELL
 GB1519  USGS QUAD   -  CREELSBORO (1982)
 GB1519
 GB1519                         *CURRENT SURVEY CONTROL
 GB1519  ___________________________________________________________________
 GB1519* NAD 83(1986)-  36 52 49.     (N)    085 14 26.     (W)     SCALED    
 GB1519* NAVD 88     -       178.052  (meters)     584.16   (feet)  ADJUSTED  
 GB1519  ___________________________________________________________________
 GB1519  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GB1519  DYNAMIC HT  -         177.904 (meters)     583.67  (feet)  COMP
 GB1519  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 GB1519
 GB1519  VERT ORDER  -  SECOND    CLASS 0
 GB1519
 GB1519.The horizontal coordinates were scaled from a topographic map and have
 GB1519.an estimated accuracy of +/- 6 seconds.
 GB1519
 GB1519.The orthometric height was determined by differential leveling
 GB1519.and adjusted by the National Geodetic Survey in June 1991..
 GB1519
 GB1519.The geoid height was determined by GEOID03.
 GB1519
 GB1519.The dynamic height is computed by dividing the NAVD 88
 GB1519.geopotential number by the normal gravity value computed on the
 GB1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1519.degrees latitude (g = 980.6199 gals.).
 GB1519
 GB1519.The modeled gravity was interpolated from observed gravity values.
 GB1519
 GB1519;                    North         East    Units  Estimated Accuracy
 GB1519;SPC KY1Z     - 1,060,830.    1,545,420.      MT  (+/- 180 meters Scaled)
 GB1519
 GB1519                          SUPERSEDED SURVEY CONTROL
 GB1519
 GB1519  NGVD 29 (??/??/92)  178.193  (m)          584.62   (f) ADJ UNCH    2 0
 GB1519
 GB1519.Superseded values are not recommended for survey control.
 GB1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1519.See file dsdata.txt to determine how the superseded data were derived.
 GB1519
 GB1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF568830(NAD 83)
 GB1519_MARKER: DB = BENCH MARK DISK
 GB1519_SETTING: 66 = SET IN ROCK OUTCROP
 GB1519_SP_SET: ROCK LEDGE
 GB1519_STAMPING: F 250 1951 584.622
 GB1519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1519+STABILITY: POSITION/ELEVATION WELL
 GB1519
 GB1519  HISTORY     - Date     Condition        Report By
 GB1519  HISTORY     - 1951     MONUMENTED       CGS
 GB1519  HISTORY     - 1958     GOOD             NGS
 GB1519
 GB1519                          STATION DESCRIPTION
 GB1519
 GB1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1519'AT RIBBON.
 GB1519'AT RIBBON, AT POST OFFICE, IN THE TOP OF AN OUTCROPPING LIMESTONE
 GB1519'LEDGE ABOUT 16 BY 12 FEET, 49 FEET EAST OF CENTER LINE OF ROAD,
 GB1519'127 FEET WEST OF NORTHWEST CORNER OF POST OFFICE AND RESIDENCE OF
 GB1519'MR. BLACK, 81 FEET SOUTHWEST OF THE SOUTH CORNER OF A BARN AND IN
 GB1519'LINE WITH SOUTHEAST FACE OF BARN, 19 FEET SOUTHEAST OF CENTER OF
 GB1519'A GATE ACROSS DRIVE LEADING TO BARN, 8 1/2 FEET SOUTHWEST OF A
 GB1519'FENCE LINE, AND ABOUT 3 1/2 FEET ABOVE ROAD.  NOTE-- THIS MARK
 GB1519'IS ABOUT 3 MILES SOUTHWEST AND WEST OF THE VILLAGE OF CREELSBORO.
 GB1519
 GB1519                          STATION RECOVERY (1958)
 GB1519
 GB1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1334 ***********************************************************************
 GB1334  DESIGNATION -  F 251
 GB1334  PID         -  GB1334
 GB1334  STATE/COUNTY-  KY/CUMBERLAND
 GB1334  USGS QUAD   -  WATERVIEW (1982)
 GB1334
 GB1334                         *CURRENT SURVEY CONTROL
 GB1334  ___________________________________________________________________
 GB1334* NAD 83(1986)-  36 47 38.     (N)    085 22 45.     (W)     SCALED    
 GB1334* NAVD 88     -       267.769  (meters)     878.51   (feet)  ADJUSTED  
 GB1334  ___________________________________________________________________
 GB1334  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GB1334  DYNAMIC HT  -         267.553 (meters)     877.80  (feet)  COMP
 GB1334  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 GB1334
 GB1334  VERT ORDER  -  SECOND    CLASS 0
 GB1334
 GB1334.The horizontal coordinates were scaled from a topographic map and have
 GB1334.an estimated accuracy of +/- 6 seconds.
 GB1334
 GB1334.The orthometric height was determined by differential leveling
 GB1334.and adjusted by the National Geodetic Survey in June 1991..
 GB1334
 GB1334.The geoid height was determined by GEOID03.
 GB1334
 GB1334.The dynamic height is computed by dividing the NAVD 88
 GB1334.geopotential number by the normal gravity value computed on the
 GB1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1334.degrees latitude (g = 980.6199 gals.).
 GB1334
 GB1334.The modeled gravity was interpolated from observed gravity values.
 GB1334
 GB1334;                    North         East    Units  Estimated Accuracy
 GB1334;SPC KY1Z     - 1,051,180.    1,533,100.      MT  (+/- 180 meters Scaled)
 GB1334
 GB1334                          SUPERSEDED SURVEY CONTROL
 GB1334
 GB1334  NGVD 29 (??/??/92)  267.906  (m)          878.95   (f) ADJ UNCH    2 0
 GB1334
 GB1334.Superseded values are not recommended for survey control.
 GB1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1334.See file dsdata.txt to determine how the superseded data were derived.
 GB1334
 GB1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF446732(NAD 83)
 GB1334_MARKER: DB = BENCH MARK DISK
 GB1334_SETTING: 66 = SET IN ROCK OUTCROP
 GB1334_SP_SET: ROCK CUT
 GB1334_STAMPING: F 251 1951 878.955
 GB1334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1334+STABILITY: POSITION/ELEVATION WELL
 GB1334
 GB1334  HISTORY     - Date     Condition        Report By
 GB1334  HISTORY     - 1951     MONUMENTED       CGS
 GB1334  HISTORY     - 1958     GOOD             NGS
 GB1334  HISTORY     - 20050912 MARK NOT FOUND   KYTC
 GB1334
 GB1334                          STATION DESCRIPTION
 GB1334
 GB1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1334'0.8 MI W FROM BURKESVILLE.
 GB1334'ABOUT 0.85 MILE WEST ALONG STATE HIGHWAY 90 FROM THE COURT
 GB1334'HOUSE AT BURKESVILLE, AT THE TOP OF A LONG HILL, SET VERTICALLY
 GB1334'IN FACE NEAR WEST END OF A DEEP ROCK BENCH CUT, 23 FEET SOUTH OF
 GB1334'CENTER LINE OF HIGHWAY, ABOUT 18 YARDS SOUTHEAST OF CENTER LINE
 GB1334'OF HIGHWAY AT TOP OF HILL, 28 FEET NORTHEAST OF CENTER LINE OF A
 GB1334'DRIVE SOUTHEAST TO A HOUSE, 9 FEET EAST OF WEST END OF ROCK CUT,
 GB1334'6 1/2 FEET WEST OF A 10-INCH TRIANGLE CHISELED IN VERTICAL FACE
 GB1334'OF ROCK AND ABOUT 3 1/2 FEET ABOVE THE HIGHWAY.  NOTE-- A NEW
 GB1334'HIGHWAY 90 WEST HAS BEEN CONSTRUCTED AND THE LINE FOLLOWS SCENIC
 GB1334'HIGHWAY 90.
 GB1334
 GB1334                          STATION RECOVERY (1958)
 GB1334
 GB1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1334'RECOVERED IN GOOD CONDITION.
 GB1334
 GB1334                          STATION RECOVERY (2005)
 GB1334
 GB1334'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1334'ROCK CUT AT LOCATION HAS SCALED OFF BADLY, NO SIGN OF MARK OR CHISELED
 GB1334'TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1548 ***********************************************************************
 GB1548  DESIGNATION -  F 252
 GB1548  PID         -  GB1548
 GB1548  STATE/COUNTY-  KY/CUMBERLAND
 GB1548  USGS QUAD   -  BLACKS FERRY (1982)
 GB1548
 GB1548                         *CURRENT SURVEY CONTROL
 GB1548  ___________________________________________________________________
 GB1548* NAD 83(1986)-  36 41 18.     (N)    085 23 26.     (W)     SCALED    
 GB1548* NAVD 88     -       308.494  (meters)    1012.12   (feet)  ADJUSTED  
 GB1548  ___________________________________________________________________
 GB1548  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GB1548  DYNAMIC HT  -         308.233 (meters)    1011.26  (feet)  COMP
 GB1548  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 GB1548
 GB1548  VERT ORDER  -  SECOND    CLASS 0
 GB1548
 GB1548.The horizontal coordinates were scaled from a topographic map and have
 GB1548.an estimated accuracy of +/- 6 seconds.
 GB1548
 GB1548.The orthometric height was determined by differential leveling
 GB1548.and adjusted by the National Geodetic Survey in June 1991..
 GB1548
 GB1548.The geoid height was determined by GEOID03.
 GB1548
 GB1548.The dynamic height is computed by dividing the NAVD 88
 GB1548.geopotential number by the normal gravity value computed on the
 GB1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1548.degrees latitude (g = 980.6199 gals.).
 GB1548
 GB1548.The modeled gravity was interpolated from observed gravity values.
 GB1548
 GB1548;                    North         East    Units  Estimated Accuracy
 GB1548;SPC KY1Z     - 1,039,460.    1,532,130.      MT  (+/- 180 meters Scaled)
 GB1548
 GB1548                          SUPERSEDED SURVEY CONTROL
 GB1548
 GB1548  NGVD 29 (??/??/92)  308.615  (m)         1012.51   (f) ADJ UNCH    2 0
 GB1548
 GB1548.Superseded values are not recommended for survey control.
 GB1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1548.See file dsdata.txt to determine how the superseded data were derived.
 GB1548
 GB1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF437615(NAD 83)
 GB1548_MARKER: DB = BENCH MARK DISK
 GB1548_SETTING: 66 = SET IN ROCK OUTCROP
 GB1548_SP_SET: ROCK OUTCROP
 GB1548_STAMPING: F 252 1951
 GB1548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1548+STABILITY: POSITION/ELEVATION WELL
 GB1548
 GB1548  HISTORY     - Date     Condition        Report By
 GB1548  HISTORY     - 1951     MONUMENTED       CGS
 GB1548  HISTORY     - 1974     MARK NOT FOUND   NGS
 GB1548
 GB1548                          STATION DESCRIPTION
 GB1548
 GB1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1548'0.4 MI NE FROM LITTRELL.
 GB1548'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB1548'AT LITTRELL, AT THE JUNCTION OF A DIM ROAD NORTH, ABOUT 40 YARDS
 GB1548'EAST OF THE CENTER OF A CURVE WITH TANGENTS EXTENDING EAST AND
 GB1548'SOUTHWEST, IN THE TOP OF AN OUTCROP OF LIMESTONE ABOUT 6 BY 2 FEET,
 GB1548'32 FEET NORTH OF CENTER LINE OF HIGHWAY, 26 FEET EAST OF CENTER
 GB1548'LINE OF ROAD NORTH, 21 FEET NORTHEAST OF EAST END OF AN 18-INCH PIPE
 GB1548'CULVERT UNDER ROAD NORTH, 12 FEET SOUTH-SOUTHWEST OF AN 18-INCH
 GB1548'SYCAMORE TREE IN A FENCE CORNER, AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 GB1548
 GB1548                          STATION RECOVERY (1974)
 GB1548
 GB1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GB1548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1553 ***********************************************************************
 GB1553  DESIGNATION -  F 253
 GB1553  PID         -  GB1553
 GB1553  STATE/COUNTY-  KY/CUMBERLAND
 GB1553  USGS QUAD   -  BLACKS FERRY (1982)
 GB1553
 GB1553                         *CURRENT SURVEY CONTROL
 GB1553  ___________________________________________________________________
 GB1553* NAD 83(1986)-  36 40 26.     (N)    085 23 27.     (W)     SCALED    
 GB1553* NAVD 88     -       302.824  (meters)     993.52   (feet)  ADJUSTED  
 GB1553  ___________________________________________________________________
 GB1553  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GB1553  DYNAMIC HT  -         302.566 (meters)     992.67  (feet)  COMP
 GB1553  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GB1553
 GB1553  VERT ORDER  -  SECOND    CLASS 0
 GB1553
 GB1553.The horizontal coordinates were scaled from a topographic map and have
 GB1553.an estimated accuracy of +/- 6 seconds.
 GB1553
 GB1553.The orthometric height was determined by differential leveling
 GB1553.and adjusted by the National Geodetic Survey in June 1991..
 GB1553
 GB1553.The geoid height was determined by GEOID03.
 GB1553
 GB1553.The dynamic height is computed by dividing the NAVD 88
 GB1553.geopotential number by the normal gravity value computed on the
 GB1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1553.degrees latitude (g = 980.6199 gals.).
 GB1553
 GB1553.The modeled gravity was interpolated from observed gravity values.
 GB1553
 GB1553;                    North         East    Units  Estimated Accuracy
 GB1553;SPC KY1Z     - 1,037,860.    1,532,110.      MT  (+/- 180 meters Scaled)
 GB1553
 GB1553                          SUPERSEDED SURVEY CONTROL
 GB1553
 GB1553  NGVD 29 (??/??/92)  302.943  (m)          993.91   (f) ADJ UNCH    2 0
 GB1553
 GB1553.Superseded values are not recommended for survey control.
 GB1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1553.See file dsdata.txt to determine how the superseded data were derived.
 GB1553
 GB1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF437599(NAD 83)
 GB1553_MARKER: DB = BENCH MARK DISK
 GB1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1553_STAMPING: F 253 1951
 GB1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1553+STABILITY: SURFACE MOTION
 GB1553
 GB1553  HISTORY     - Date     Condition        Report By
 GB1553  HISTORY     - 1951     MONUMENTED       CGS
 GB1553
 GB1553                          STATION DESCRIPTION
 GB1553
 GB1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1553'0.9 MI S FROM LITTRELL.
 GB1553'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 61 FROM THE POST OFFICE AT
 GB1553'LITTRELL, 27 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 83 FEET
 GB1553'NORTH AND ACROSS A DRIVE FROM THE NORTH CORNER OF A HOUSE WITH
 GB1553'TAN IMITATION BRICK SIDING, 20 FEET NORTHWEST OF CENTER LINE OF
 GB1553'DRIVE SOUTHWEST, 12 FEET WEST OF NORTHWEST END OF AN 18-INCH PIPE
 GB1553'CULVERT UNDER DRIVE, 9 FEET NORTHWEST OF A POWER POLE WITH A
 GB1553'TRANSFORMER, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 GB1553'3 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB1553'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2782 ***********************************************************************
 GA2782  DESIGNATION -  F 254
 GA2782  PID         -  GA2782
 GA2782  STATE/COUNTY-  KY/BELL
 GA2782  USGS QUAD   -  BALKAN (1974)
 GA2782
 GA2782                         *CURRENT SURVEY CONTROL
 GA2782  ___________________________________________________________________
 GA2782* NAD 83(1986)-  36 47 51.     (N)    083 34 48.     (W)     SCALED    
 GA2782* NAVD 88     -       329.701  (meters)    1081.69   (feet)  ADJUSTED  
 GA2782  ___________________________________________________________________
 GA2782  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GA2782  DYNAMIC HT  -         329.418 (meters)    1080.77  (feet)  COMP
 GA2782  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 GA2782
 GA2782  VERT ORDER  -  SECOND    CLASS 0
 GA2782
 GA2782.The horizontal coordinates were scaled from a topographic map and have
 GA2782.an estimated accuracy of +/- 6 seconds.
 GA2782
 GA2782.The orthometric height was determined by differential leveling
 GA2782.and adjusted by the National Geodetic Survey in June 1991..
 GA2782
 GA2782.The geoid height was determined by GEOID03.
 GA2782
 GA2782.The dynamic height is computed by dividing the NAVD 88
 GA2782.geopotential number by the normal gravity value computed on the
 GA2782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2782.degrees latitude (g = 980.6199 gals.).
 GA2782
 GA2782.The modeled gravity was interpolated from observed gravity values.
 GA2782
 GA2782;                    North         East    Units  Estimated Accuracy
 GA2782;SPC KY1Z     - 1,053,770.    1,693,670.      MT  (+/- 180 meters Scaled)
 GA2782
 GA2782                          SUPERSEDED SURVEY CONTROL
 GA2782
 GA2782  NGVD 29 (??/??/92)  329.847  (m)         1082.17   (f) ADJ UNCH    2 0
 GA2782
 GA2782.Superseded values are not recommended for survey control.
 GA2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2782.See file dsdata.txt to determine how the superseded data were derived.
 GA2782
 GA2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA698755(NAD 83)
 GA2782_MARKER: DB = BENCH MARK DISK
 GA2782_SETTING: 66 = SET IN ROCK OUTCROP
 GA2782_SP_SET: SET IN ROCK OUTCROP
 GA2782_STAMPING: F 254 1951 1082.173
 GA2782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2782+STABILITY: POSITION/ELEVATION WELL
 GA2782
 GA2782  HISTORY     - Date     Condition        Report By
 GA2782  HISTORY     - 1951     MONUMENTED       CGS
 GA2782  HISTORY     - 1974     MARK NOT FOUND   USGS
 GA2782  HISTORY     - 1975     GOOD             NGS
 GA2782
 GA2782                          STATION DESCRIPTION
 GA2782
 GA2782'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2782'3.4 MI NE FROM JENSON.
 GA2782'3.4 MILES NORTHEAST ALONG STATE HIGHWAY 221 FROM THE ROAD
 GA2782'JUNCTION AT JENSON, ABOUT 3.55 MILES SOUTHWEST OF BAPTIST CHURCH
 GA2782'AT STONY FORK, AT MILL CREEK MISSIONARY BAPTIST CHURCH, IN THE
 GA2782'TOP OF A SMALL LEDGE IN THE SOUTHEAST FACE OF A LARGE WEDGE
 GA2782'SHAPED OUTCROP OF ROCK WHICH IS PART OF A CUT ON NORTHWEST SIDE
 GA2782'OF HIGHWAY, 15 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 53 1/2
 GA2782'FEET NORTHWEST AND ACROSS HIGHWAY FROM THE WEST CORNER OF CHURCH
 GA2782'AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
 GA2782
 GA2782                          STATION RECOVERY (1974)
 GA2782
 GA2782'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GA2782'MARK NOT FOUND.
 GA2782
 GA2782                          STATION RECOVERY (1975)
 GA2782
 GA2782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1653 ***********************************************************************
 GA1653  DESIGNATION -  F 255
 GA1653  PID         -  GA1653
 GA1653  STATE/COUNTY-  KY/HARLAN
 GA1653  USGS QUAD   -  WALLINS CREEK (1974)
 GA1653
 GA1653                         *CURRENT SURVEY CONTROL
 GA1653  ___________________________________________________________________
 GA1653* NAD 83(1986)-  36 52 21.     (N)    083 27 58.     (W)     SCALED    
 GA1653* NAVD 88     -       487.440  (meters)    1599.21   (feet)  ADJUSTED  
 GA1653  ___________________________________________________________________
 GA1653  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA1653  DYNAMIC HT  -         487.027 (meters)    1597.85  (feet)  COMP
 GA1653  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 GA1653
 GA1653  VERT ORDER  -  SECOND    CLASS 0
 GA1653
 GA1653.The horizontal coordinates were scaled from a topographic map and have
 GA1653.an estimated accuracy of +/- 6 seconds.
 GA1653
 GA1653.The orthometric height was determined by differential leveling
 GA1653.and adjusted by the National Geodetic Survey in June 1991..
 GA1653
 GA1653.The geoid height was determined by GEOID03.
 GA1653
 GA1653.The dynamic height is computed by dividing the NAVD 88
 GA1653.geopotential number by the normal gravity value computed on the
 GA1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1653.degrees latitude (g = 980.6199 gals.).
 GA1653
 GA1653.The modeled gravity was interpolated from observed gravity values.
 GA1653
 GA1653;                    North         East    Units  Estimated Accuracy
 GA1653;SPC KY1Z     - 1,062,330.    1,703,620.      MT  (+/- 180 meters Scaled)
 GA1653
 GA1653                          SUPERSEDED SURVEY CONTROL
 GA1653
 GA1653  NGVD 29 (??/??/92)  487.590  (m)         1599.70   (f) ADJ UNCH    2 0
 GA1653
 GA1653.Superseded values are not recommended for survey control.
 GA1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1653.See file dsdata.txt to determine how the superseded data were derived.
 GA1653
 GA1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA801835(NAD 83)
 GA1653_MARKER: DB = BENCH MARK DISK
 GA1653_SETTING: 66 = SET IN ROCK OUTCROP
 GA1653_SP_SET: OUTCROP
 GA1653_STAMPING: F 255 1951 1599.702
 GA1653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1653+STABILITY: POSITION/ELEVATION WELL
 GA1653
 GA1653  HISTORY     - Date     Condition        Report By
 GA1653  HISTORY     - 1951     MONUMENTED       CGS
 GA1653  HISTORY     - 1957     POOR             NGS
 GA1653
 GA1653                          STATION DESCRIPTION
 GA1653
 GA1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA1653'2.6 MI S FROM SAYLOR.
 GA1653'0.65 MILE SOUTHEAST ALONG MOUNTAIN ROAD FROM POST OFFICE SAYLOR,
 GA1653'THENCE 1.5 MILES SOUTHEAST AND SOUTH ALONG MOUNTAIN ROAD, THENCE
 GA1653'SOUTHEAST 0.5 MILE, AT A SMALL WOODEN BRIDGE, 63 FEET NORTHWEST OF
 GA1653'WEST CORNER OF BRIDGE, 45 FEET SOUTH AND ACROSS ROAD FROM THE
 GA1653'SOUTHEAST END OF A ROCK FENCE, IN THE TOP OF A LARGE OUTCROP OF
 GA1653'ROCK, 20 FEET SOUTHWEST OF THE CENTER OF ROAD, AND ABOUT 3 FEET
 GA1653'ABOVE LEVEL OF ROAD.  NOTE-- REACHED FROM THE BAPTIST CHURCH AT
 GA1653'STONY FORK, BELL COUNTY BY GOING 4.7 MILES NORTHEAST ALONG
 GA1653'STATE HIGHWAY 221, THENCE 0.9 MILE NORTH ALONG A ROUGH DIRT ROAD
 GA1653'WHICH FOLLOWS SALT TRACE BRANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2195 ***********************************************************************
 GZ2195  DESIGNATION -  F 256
 GZ2195  PID         -  GZ2195
 GZ2195  STATE/COUNTY-  KY/GREEN
 GZ2195  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ2195
 GZ2195                         *CURRENT SURVEY CONTROL
 GZ2195  ___________________________________________________________________
 GZ2195* NAD 83(1986)-  37 18 57.     (N)    085 31 49.     (W)     SCALED    
 GZ2195* NAVD 88     -       228.068  (meters)     748.25   (feet)  ADJUSTED  
 GZ2195  ___________________________________________________________________
 GZ2195  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GZ2195  DYNAMIC HT  -         227.892 (meters)     747.68  (feet)  COMP
 GZ2195  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 GZ2195
 GZ2195  VERT ORDER  -  SECOND    CLASS 0
 GZ2195
 GZ2195.The horizontal coordinates were scaled from a topographic map and have
 GZ2195.an estimated accuracy of +/- 6 seconds.
 GZ2195
 GZ2195.The orthometric height was determined by differential leveling
 GZ2195.and adjusted by the National Geodetic Survey in June 1991..
 GZ2195
 GZ2195.The geoid height was determined by GEOID03.
 GZ2195
 GZ2195.The dynamic height is computed by dividing the NAVD 88
 GZ2195.geopotential number by the normal gravity value computed on the
 GZ2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2195.degrees latitude (g = 980.6199 gals.).
 GZ2195
 GZ2195.The modeled gravity was interpolated from observed gravity values.
 GZ2195
 GZ2195;                    North         East    Units  Estimated Accuracy
 GZ2195;SPC KY1Z     - 1,109,060.    1,519,480.      MT  (+/- 180 meters Scaled)
 GZ2195
 GZ2195                          SUPERSEDED SURVEY CONTROL
 GZ2195
 GZ2195  NGVD 29 (??/??/92)  228.211  (m)          748.72   (f) ADJ UNCH    2 0
 GZ2195
 GZ2195.Superseded values are not recommended for survey control.
 GZ2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2195.See file dsdata.txt to determine how the superseded data were derived.
 GZ2195
 GZ2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG302309(NAD 83)
 GZ2195_MARKER: DB = BENCH MARK DISK
 GZ2195_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2195_SP_SET: ROCK LEDGE
 GZ2195_STAMPING: F 256 1951
 GZ2195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2195+STABILITY: POSITION/ELEVATION WELL
 GZ2195
 GZ2195  HISTORY     - Date     Condition        Report By
 GZ2195  HISTORY     - 1951     MONUMENTED       CGS
 GZ2195
 GZ2195                          STATION DESCRIPTION
 GZ2195
 GZ2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2195'1.1 MI SE FROM SUMMERSVILLE.
 GZ2195'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE
 GZ2195'POST OFFICE AT SUMMERSVILLE, ABOUT 0.75 MILE NORTHWEST OF THE
 GZ2195'NORTH END OF A BRIDGE OVER PITMAN CREEK, ON THE OUTSIDE OF A LONG
 GZ2195'CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST WHICH STARTS
 GZ2195'AT THE TOP OF A LONG HILL, SET IN THE TOP OF A ROCK LEDGE
 GZ2195'WHICH IS BETWEEN THE HIGHWAY AND OLD ROAD WHICH PARALLELS THE
 GZ2195'HIGHWAY, 28 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY,
 GZ2195'10 FEET NORTHEAST OF THE CENTER LINE OF OLD ROAD, 59 FEET
 GZ2195'SOUTHEAST AND ACROSS OLD ROAD FROM THE EAST CORNER OF A BARN,
 GZ2195'1 1/2 FEET SOUTHWEST OF NORTHEAST EDGE OF ROCK LEDGE, ABOUT
 GZ2195'6 FEET SOUTHEAST OF NORTHWEST END OF EXPOSED PORTION OF ROCK
 GZ2195'LEDGE, ABOUT LEVEL WITH OLD ROAD AND ABOUT 1 FOOT ABOVE THE
 GZ2195'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1998 ***********************************************************************
 GZ1998  DESIGNATION -  F 258
 GZ1998  PID         -  GZ1998
 GZ1998  STATE/COUNTY-  KY/HART
 GZ1998  USGS QUAD   -  CANMER (1987)
 GZ1998
 GZ1998                         *CURRENT SURVEY CONTROL
 GZ1998  ___________________________________________________________________
 GZ1998* NAD 83(1986)-  37 16 22.     (N)    085 50 42.     (W)     SCALED    
 GZ1998* NAVD 88     -       186.357  (meters)     611.41   (feet)  ADJUSTED  
 GZ1998  ___________________________________________________________________
 GZ1998  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GZ1998  DYNAMIC HT  -         186.213 (meters)     610.93  (feet)  COMP
 GZ1998  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 GZ1998
 GZ1998  VERT ORDER  -  SECOND    CLASS 0
 GZ1998
 GZ1998.The horizontal coordinates were scaled from a topographic map and have
 GZ1998.an estimated accuracy of +/- 6 seconds.
 GZ1998
 GZ1998.The orthometric height was determined by differential leveling
 GZ1998.and adjusted by the National Geodetic Survey in June 1991..
 GZ1998
 GZ1998.The geoid height was determined by GEOID03.
 GZ1998
 GZ1998.The dynamic height is computed by dividing the NAVD 88
 GZ1998.geopotential number by the normal gravity value computed on the
 GZ1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1998.degrees latitude (g = 980.6199 gals.).
 GZ1998
 GZ1998.The modeled gravity was interpolated from observed gravity values.
 GZ1998
 GZ1998;                    North         East    Units  Estimated Accuracy
 GZ1998;SPC KY1Z     - 1,104,270.    1,491,580.      MT  (+/- 180 meters Scaled)
 GZ1998
 GZ1998                          SUPERSEDED SURVEY CONTROL
 GZ1998
 GZ1998  NGVD 29 (??/??/92)  186.481  (m)          611.81   (f) ADJ UNCH    2 0
 GZ1998
 GZ1998.Superseded values are not recommended for survey control.
 GZ1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1998.See file dsdata.txt to determine how the superseded data were derived.
 GZ1998
 GZ1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG024257(NAD 83)
 GZ1998_MARKER: DB = BENCH MARK DISK
 GZ1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1998_STAMPING: F 258 1951
 GZ1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1998+STABILITY: SURFACE MOTION
 GZ1998
 GZ1998  HISTORY     - Date     Condition        Report By
 GZ1998  HISTORY     - 1951     MONUMENTED       CGS
 GZ1998
 GZ1998                          STATION DESCRIPTION
 GZ1998
 GZ1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1998'3.2 MI SE FROM MUNFORDVILLE.
 GZ1998'ABOUT 0.95 MILE SOUTHEAST ALONG U.S. HIGHWAY 31W FROM THE COURT
 GZ1998'HOUSE AT MUNFORDVILLE, THENCE ABOUT 2.25 MILES EAST ALONG STATE
 GZ1998'HIGHWAY 88, ABOUT 0.35 MILE WEST OF A SIDE ROAD NORTH, ABOUT 50
 GZ1998'YARDS WEST OF THE CENTER OF THE JUNCTION OF A DRIVE SOUTH TO
 GZ1998'A LARGE WHITE FARM HOUSE, AT A SMALL STOCK POND NORTH OF HIGHWAY,
 GZ1998'28 FEET NORTH OF CENTER LINE OF HIGHWAY, 8 FEET SOUTH-SOUTHEAST
 GZ1998'OF THE SOUTHEAST CORNER OF A GARAGE, 4 1/2 FEET SOUTH OF THE
 GZ1998'FIRST TELEPHONE POLE WEST OF POND, 15 FEET NORTHEAST OF THE EAST
 GZ1998'END OF A 18-INCH PIPE CULVERT UNDER DRIVE TO GARAGE, 1 FOOT
 GZ1998'SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 GZ1998'POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 GZ1998'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2116 ***********************************************************************
 GZ2116  DESIGNATION -  F 260
 GZ2116  PID         -  GZ2116
 GZ2116  STATE/COUNTY-  KY/METCALFE
 GZ2116  USGS QUAD   -  SULPHUR WELL (1976)
 GZ2116
 GZ2116                         *CURRENT SURVEY CONTROL
 GZ2116  ___________________________________________________________________
 GZ2116* NAD 83(1986)-  37 05 45.     (N)    085 38 55.     (W)     SCALED    
 GZ2116* NAVD 88     -       199.265  (meters)     653.76   (feet)  ADJUSTED  
 GZ2116  ___________________________________________________________________
 GZ2116  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GZ2116  DYNAMIC HT  -         199.107 (meters)     653.24  (feet)  COMP
 GZ2116  MODELED GRAV-     979,830.5   (mgal)                       NAVD 88
 GZ2116
 GZ2116  VERT ORDER  -  SECOND    CLASS 0
 GZ2116
 GZ2116.The horizontal coordinates were scaled from a topographic map and have
 GZ2116.an estimated accuracy of +/- 6 seconds.
 GZ2116
 GZ2116.The orthometric height was determined by differential leveling
 GZ2116.and adjusted by the National Geodetic Survey in June 1991..
 GZ2116
 GZ2116.The geoid height was determined by GEOID03.
 GZ2116
 GZ2116.The dynamic height is computed by dividing the NAVD 88
 GZ2116.geopotential number by the normal gravity value computed on the
 GZ2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2116.degrees latitude (g = 980.6199 gals.).
 GZ2116
 GZ2116.The modeled gravity was interpolated from observed gravity values.
 GZ2116
 GZ2116;                    North         East    Units  Estimated Accuracy
 GZ2116;SPC KY1Z     - 1,084,630.    1,509,010.      MT  (+/- 180 meters Scaled)
 GZ2116
 GZ2116                          SUPERSEDED SURVEY CONTROL
 GZ2116
 GZ2116  NGVD 29 (??/??/92)  199.409  (m)          654.23   (f) ADJ UNCH    2 0
 GZ2116
 GZ2116.Superseded values are not recommended for survey control.
 GZ2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2116.See file dsdata.txt to determine how the superseded data were derived.
 GZ2116
 GZ2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG200063(NAD 83)
 GZ2116_MARKER: DB = BENCH MARK DISK
 GZ2116_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2116_SP_SET: ROCK OUTCROP
 GZ2116_STAMPING: F 260 1951
 GZ2116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2116+STABILITY: POSITION/ELEVATION WELL
 GZ2116
 GZ2116  HISTORY     - Date     Condition        Report By
 GZ2116  HISTORY     - 1951     MONUMENTED       CGS
 GZ2116
 GZ2116                          STATION DESCRIPTION
 GZ2116
 GZ2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2116'1 MI SW FROM SULPHUR WELL.
 GZ2116'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 70 FROM THE POST
 GZ2116'OFFICE AT SULPHUR WELL, ABOUT 0.9 MILE SOUTHWEST OF THE SOUTH
 GZ2116'END OF BRIDGE OVER WEST FORK OF BARREN RIVER, ABOUT 0.1 MILE WEST
 GZ2116'OF THE TOP OF A GRADE AND A DEEP THRU CUT, ABOUT 100 YARDS EAST
 GZ2116'OF THE JUNCTION OF A SIDE ROAD SOUTH, SET IN THE TOP OF A FLAT
 GZ2116'OUTCROP OF ROCK, 28 FEET SOUTH OF CENTER LINE OF HIGHWAY, 14 FEET
 GZ2116'NORTHEAST OF A 5-INCH CEDAR TREE, AND ABOUT 1 FOOT ABOVE THE
 GZ2116'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1894 ***********************************************************************
 GZ1894  DESIGNATION -  F 261
 GZ1894  PID         -  GZ1894
 GZ1894  STATE/COUNTY-  KY/BARREN
 GZ1894  USGS QUAD   -  HISEVILLE (1976)
 GZ1894
 GZ1894                         *CURRENT SURVEY CONTROL
 GZ1894  ___________________________________________________________________
 GZ1894* NAD 83(1986)-  37 01 05.     (N)    085 47 28.     (W)     SCALED    
 GZ1894* NAVD 88     -       257.688  (meters)     845.43   (feet)  ADJUSTED  
 GZ1894  ___________________________________________________________________
 GZ1894  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GZ1894  DYNAMIC HT  -         257.481 (meters)     844.75  (feet)  COMP
 GZ1894  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 GZ1894
 GZ1894  VERT ORDER  -  FIRST     CLASS I
 GZ1894
 GZ1894.The horizontal coordinates were scaled from a topographic map and have
 GZ1894.an estimated accuracy of +/- 6 seconds.
 GZ1894
 GZ1894.The orthometric height was determined by differential leveling
 GZ1894.and adjusted by the National Geodetic Survey in June 1991..
 GZ1894
 GZ1894.The geoid height was determined by GEOID03.
 GZ1894
 GZ1894.The dynamic height is computed by dividing the NAVD 88
 GZ1894.geopotential number by the normal gravity value computed on the
 GZ1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1894.degrees latitude (g = 980.6199 gals.).
 GZ1894
 GZ1894.The modeled gravity was interpolated from observed gravity values.
 GZ1894
 GZ1894;                    North         East    Units  Estimated Accuracy
 GZ1894;SPC KY1Z     - 1,076,000.    1,496,340.      MT  (+/- 180 meters Scaled)
 GZ1894
 GZ1894                          SUPERSEDED SURVEY CONTROL
 GZ1894
 GZ1894  NGVD 29 (??/??/92)  257.834  (m)          845.91   (f) ADJ UNCH    1 1
 GZ1894
 GZ1894.Superseded values are not recommended for survey control.
 GZ1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1894.See file dsdata.txt to determine how the superseded data were derived.
 GZ1894
 GZ1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF075975(NAD 83)
 GZ1894_MARKER: DB = BENCH MARK DISK
 GZ1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1894_STAMPING: F 261 1951 845.927
 GZ1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1894+STABILITY: SURFACE MOTION
 GZ1894
 GZ1894  HISTORY     - Date     Condition        Report By
 GZ1894  HISTORY     - 1951     MONUMENTED       CGS
 GZ1894  HISTORY     - 1968     GOOD             NGS
 GZ1894
 GZ1894                          STATION DESCRIPTION
 GZ1894
 GZ1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1894'4.1 MI W FROM WISDOM.
 GZ1894'ABOUT 4.1 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY
 GZ1894'80 FROM THE INTERSECTION OF THE HIGHWAY AND STATE HIGHWAY 640 AT
 GZ1894'WISDOM, 78 FEET NORTH AND ACROSS AN ABANDONED ROAD BED FROM THE
 GZ1894'CENTERLINE OF THE HIGHWAY, 44 FEET EAST OF THE CENTERLINE OF A
 GZ1894'GRAVELED ROAD, 33 FEET NORTH OF THE CENTERLINE OF THE ABANDONED
 GZ1894'ROAD BED, 1 FOOT SOUTH OF A FENCE, 1.1 FEET EAST OF A METAL
 GZ1894'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 GZ1894'A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2122 ***********************************************************************
 GZ2122  DESIGNATION -  F 262
 GZ2122  PID         -  GZ2122
 GZ2122  STATE/COUNTY-  KY/METCALFE
 GZ2122  USGS QUAD   -  SULPHUR WELL (1976)
 GZ2122
 GZ2122                         *CURRENT SURVEY CONTROL
 GZ2122  ___________________________________________________________________
 GZ2122* NAD 83(1986)-  37 05 32.     (N)    085 41 54.     (W)     SCALED    
 GZ2122* NAVD 88     -       265.348  (meters)     870.56   (feet)  ADJUSTED  
 GZ2122  ___________________________________________________________________
 GZ2122  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GZ2122  DYNAMIC HT  -         265.137 (meters)     869.87  (feet)  COMP
 GZ2122  MODELED GRAV-     979,828.6   (mgal)                       NAVD 88
 GZ2122
 GZ2122  VERT ORDER  -  SECOND    CLASS 0
 GZ2122
 GZ2122.The horizontal coordinates were scaled from a topographic map and have
 GZ2122.an estimated accuracy of +/- 6 seconds.
 GZ2122
 GZ2122.The orthometric height was determined by differential leveling
 GZ2122.and adjusted by the National Geodetic Survey in June 1991..
 GZ2122
 GZ2122.The geoid height was determined by GEOID03.
 GZ2122
 GZ2122.The dynamic height is computed by dividing the NAVD 88
 GZ2122.geopotential number by the normal gravity value computed on the
 GZ2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2122.degrees latitude (g = 980.6199 gals.).
 GZ2122
 GZ2122.The modeled gravity was interpolated from observed gravity values.
 GZ2122
 GZ2122;                    North         East    Units  Estimated Accuracy
 GZ2122;SPC KY1Z     - 1,084,230.    1,504,590.      MT  (+/- 180 meters Scaled)
 GZ2122
 GZ2122                          SUPERSEDED SURVEY CONTROL
 GZ2122
 GZ2122  NGVD 29 (??/??/92)  265.488  (m)          871.02   (f) ADJ UNCH    2 0
 GZ2122
 GZ2122.Superseded values are not recommended for survey control.
 GZ2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2122.See file dsdata.txt to determine how the superseded data were derived.
 GZ2122
 GZ2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG156058(NAD 83)
 GZ2122_MARKER: DB = BENCH MARK DISK
 GZ2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2122_STAMPING: F 262 1951
 GZ2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2122+STABILITY: SURFACE MOTION
 GZ2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2122+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 GZ2122
 GZ2122  HISTORY     - Date     Condition        Report By
 GZ2122  HISTORY     - 1951     MONUMENTED       CGS
 GZ2122  HISTORY     - 20010426 GOOD             KYDT
 GZ2122
 GZ2122                          STATION DESCRIPTION
 GZ2122
 GZ2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2122'1 MI N FROM KNOB LICK.
 GZ2122'ABOUT 1.0 MILE NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION
 GZ2122'OF STATE HIGHWAY 70 AT KNOB LICK, ABOUT 0.9 MILE NORTH OF POST
 GZ2122'OFFICE AT KNOB LICK, NEAR THE TOP OF A LONG HILL, AT THE JUNCTION
 GZ2122'OF A ROAD EAST TO A ROCK QUARRY, 19 FEET EAST OF CENTER LINE OF
 GZ2122'ROAD, 31 FEET SOUTH OF CENTER LINE OF ROAD EAST, 100 FEET
 GZ2122'SOUTHWEST AND ACROSS ROAD EAST FROM THE SOUTHWEST CORNER OF A
 GZ2122'HOUSE, 13 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE
 GZ2122'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 GZ2122'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ2122'1 INCH.
 GZ2122
 GZ2122                          STATION RECOVERY (2001)
 GZ2122
 GZ2122'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2122'MARK IS 10.8 FEET SOUTHEAST OF A TELEPHONE POLE W/BOX AND BURIED 2
 GZ2122'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2027 ***********************************************************************
 GB2027  DESIGNATION -  F 263
 GB2027  PID         -  GB2027
 GB2027  STATE/COUNTY-  KY/BARREN
 GB2027  USGS QUAD   -  TEMPLE HILL (1981)
 GB2027
 GB2027                         *CURRENT SURVEY CONTROL
 GB2027  ___________________________________________________________________
 GB2027* NAD 83(1986)-  36 56 43.     (N)    085 47 36.     (W)     SCALED    
 GB2027* NAVD 88     -       223.725  (meters)     734.00   (feet)  ADJUSTED  
 GB2027  ___________________________________________________________________
 GB2027  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GB2027  DYNAMIC HT  -         223.543 (meters)     733.41  (feet)  COMP
 GB2027  MODELED GRAV-     979,814.4   (mgal)                       NAVD 88
 GB2027
 GB2027  VERT ORDER  -  SECOND    CLASS 0
 GB2027
 GB2027.The horizontal coordinates were scaled from a topographic map and have
 GB2027.an estimated accuracy of +/- 6 seconds.
 GB2027
 GB2027.The orthometric height was determined by differential leveling
 GB2027.and adjusted by the National Geodetic Survey in June 1991..
 GB2027
 GB2027.The geoid height was determined by GEOID03.
 GB2027
 GB2027.The dynamic height is computed by dividing the NAVD 88
 GB2027.geopotential number by the normal gravity value computed on the
 GB2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2027.degrees latitude (g = 980.6199 gals.).
 GB2027
 GB2027.The modeled gravity was interpolated from observed gravity values.
 GB2027
 GB2027;                    North         East    Units  Estimated Accuracy
 GB2027;SPC KY1Z     - 1,067,920.    1,496,140.      MT  (+/- 180 meters Scaled)
 GB2027
 GB2027                          SUPERSEDED SURVEY CONTROL
 GB2027
 GB2027  NGVD 29 (??/??/92)  223.867  (m)          734.47   (f) ADJ UNCH    2 0
 GB2027
 GB2027.Superseded values are not recommended for survey control.
 GB2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2027.See file dsdata.txt to determine how the superseded data were derived.
 GB2027
 GB2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF074894(NAD 83)
 GB2027_MARKER: DB = BENCH MARK DISK
 GB2027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB2027_SP_SET: CULVERT
 GB2027_STAMPING: F 263 1951 734.470
 GB2027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2027
 GB2027  HISTORY     - Date     Condition        Report By
 GB2027  HISTORY     - 1951     MONUMENTED       CGS
 GB2027  HISTORY     - 1958     GOOD             NGS
 GB2027
 GB2027                          STATION DESCRIPTION
 GB2027
 GB2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2027'3.4 MI N FROM EIGHTY EIGHT.
 GB2027'ABOUT 1.75 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE CHURCH
 GB2027'OF CHRIST AND CEMETERY AT EIGHTY EIGHT, THENCE ABOUT 1.65 MILES
 GB2027'NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.9 MILE WEST OF THE
 GB2027'JUNCTION OF A ROAD SOUTH AT KINO, ABOUT 0.5 MILE WEST OF A
 GB2027'50-FOOT BRIDGE OVER A SMALL CREEK, IN THE TOP OF THE EAST END
 GB2027'OF THE SOUTH HEAD WALL OF A 10-FOOT CONCRETE CULVERT, 15 FEET
 GB2027'SOUTH OF CENTER LINE OF ROAD AND ABOUT 1 FOOT BELOW ROAD.
 GB2027
 GB2027                          STATION RECOVERY (1958)
 GB2027
 GB2027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1952 ***********************************************************************
 GB1952  DESIGNATION -  F 266
 GB1952  PID         -  GB1952
 GB1952  STATE/COUNTY-  KY/MONROE
 GB1952  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB1952
 GB1952                         *CURRENT SURVEY CONTROL
 GB1952  ___________________________________________________________________
 GB1952* NAD 83(1986)-  36 42 15.     (N)    085 41 43.     (W)     SCALED    
 GB1952* NAVD 88     -       269.053  (meters)     882.72   (feet)  ADJUSTED  
 GB1952  ___________________________________________________________________
 GB1952  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB1952  DYNAMIC HT  -         268.826 (meters)     881.97  (feet)  COMP
 GB1952  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 GB1952
 GB1952  VERT ORDER  -  SECOND    CLASS 0
 GB1952
 GB1952.The horizontal coordinates were scaled from a topographic map and have
 GB1952.an estimated accuracy of +/- 6 seconds.
 GB1952
 GB1952.The orthometric height was determined by differential leveling
 GB1952.and adjusted by the National Geodetic Survey in June 1991..
 GB1952
 GB1952.The geoid height was determined by GEOID03.
 GB1952
 GB1952.The dynamic height is computed by dividing the NAVD 88
 GB1952.geopotential number by the normal gravity value computed on the
 GB1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1952.degrees latitude (g = 980.6199 gals.).
 GB1952
 GB1952.The modeled gravity was interpolated from observed gravity values.
 GB1952
 GB1952;                    North         East    Units  Estimated Accuracy
 GB1952;SPC KY1Z     - 1,041,160.    1,504,890.      MT  (+/- 180 meters Scaled)
 GB1952
 GB1952                          SUPERSEDED SURVEY CONTROL
 GB1952
 GB1952  NGVD 29 (??/??/92)  269.178  (m)          883.13   (f) ADJ UNCH    2 0
 GB1952
 GB1952.Superseded values are not recommended for survey control.
 GB1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1952.See file dsdata.txt to determine how the superseded data were derived.
 GB1952
 GB1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF165628(NAD 83)
 GB1952_MARKER: DB = BENCH MARK DISK
 GB1952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1952_SP_SET: CULVERT
 GB1952_STAMPING: F 266 1951
 GB1952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1952
 GB1952  HISTORY     - Date     Condition        Report By
 GB1952  HISTORY     - 1951     MONUMENTED       CGS
 GB1952
 GB1952                          STATION DESCRIPTION
 GB1952
 GB1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1952'AT TOMPKINSVILLE.
 GB1952'AT TOMPKINSVILLE, ABOUT 0.35 MILE NORTHWEST ALONG STATE HIGHWAY
 GB1952'63 FROM THE COURT HOUSE, AT THE BOTTOM OF GRADES, ABOUT 45 YARDS
 GB1952'EAST OF EAST CORNER OF AUDITORIUM OF HIGH SCHOOL BUILDING, IN
 GB1952'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A
 GB1952'4-FOOT CONCRETE CULVERT, 25 FEET SOUTHWEST OF CENTER LINE OF
 GB1952'HIGHWAY AND ABOUT 1 FOOT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2135 ***********************************************************************
 GB2135  DESIGNATION -  F 267
 GB2135  PID         -  GB2135
 GB2135  STATE/COUNTY-  KY/MONROE
 GB2135  USGS QUAD   -  DUBRE (1953)
 GB2135
 GB2135                         *CURRENT SURVEY CONTROL
 GB2135  ___________________________________________________________________
 GB2135* NAD 83(1986)-  36 46 37.     (N)    085 36 29.     (W)     SCALED    
 GB2135* NAVD 88     -       323.587  (meters)    1061.63   (feet)  ADJUSTED  
 GB2135  ___________________________________________________________________
 GB2135  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GB2135  DYNAMIC HT  -         323.321 (meters)    1060.76  (feet)  COMP
 GB2135  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 GB2135
 GB2135  VERT ORDER  -  SECOND    CLASS 0
 GB2135
 GB2135.The horizontal coordinates were scaled from a topographic map and have
 GB2135.an estimated accuracy of +/- 6 seconds.
 GB2135
 GB2135.The orthometric height was determined by differential leveling
 GB2135.and adjusted by the National Geodetic Survey in June 1991..
 GB2135
 GB2135.The geoid height was determined by GEOID03.
 GB2135
 GB2135.The dynamic height is computed by dividing the NAVD 88
 GB2135.geopotential number by the normal gravity value computed on the
 GB2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2135.degrees latitude (g = 980.6199 gals.).
 GB2135
 GB2135.The modeled gravity was interpolated from observed gravity values.
 GB2135
 GB2135;                    North         East    Units  Estimated Accuracy
 GB2135;SPC KY1Z     - 1,049,250.    1,512,670.      MT  (+/- 180 meters Scaled)
 GB2135
 GB2135                          SUPERSEDED SURVEY CONTROL
 GB2135
 GB2135  NGVD 29 (??/??/92)  323.718  (m)         1062.06   (f) ADJ UNCH    2 0
 GB2135
 GB2135.Superseded values are not recommended for survey control.
 GB2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2135.See file dsdata.txt to determine how the superseded data were derived.
 GB2135
 GB2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF242710(NAD 83)
 GB2135_MARKER: DB = BENCH MARK DISK
 GB2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2135_STAMPING: F 267 1951
 GB2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2135+STABILITY: SURFACE MOTION
 GB2135
 GB2135  HISTORY     - Date     Condition        Report By
 GB2135  HISTORY     - 1951     MONUMENTED       CGS
 GB2135
 GB2135                          STATION DESCRIPTION
 GB2135
 GB2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2135'11.8 MI NE FROM TOMPKINSVILLE.
 GB2135'ABOUT 6.65 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE COURT
 GB2135'HOUSE AT TOMPKINSVILLE, THENCE ABOUT 2.55 MILES EAST ALONG A
 GB2135'GRAVEL ROAD, THENCE ABOUT 2.65 MILES EAST ALONG A NARROW GRAVEL
 GB2135'ROAD, ABOUT 0.3 MILE EAST OF JUNCTION OF A ROAD SOUTHEAST, AT
 GB2135'JUNCTION OF A WOODS ROAD LEADING NORTHEAST, 23 FEET NORTH-NORTHEAST
 GB2135'OF CENTER OF JUNCTION, 1 FOOT SOUTH OF A WIRE FENCE, 13 FEET
 GB2135'13 FEET WEST OF THE WEST ONE OF TWO FORKED WALNUT TREES, 2 FEET WEST
 GB2135'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH GRAVEL ROAD AND
 GB2135'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1961 ***********************************************************************
 GB1961  DESIGNATION -  F 268
 GB1961  PID         -  GB1961
 GB1961  STATE/COUNTY-  KY/MONROE
 GB1961  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB1961
 GB1961                         *CURRENT SURVEY CONTROL
 GB1961  ___________________________________________________________________
 GB1961* NAD 83(1986)-  36 39 46.     (N)    085 38 31.     (W)     SCALED    
 GB1961* NAVD 88     -       285.667  (meters)     937.23   (feet)  ADJUSTED  
 GB1961  ___________________________________________________________________
 GB1961  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB1961  DYNAMIC HT  -         285.426 (meters)     936.44  (feet)  COMP
 GB1961  MODELED GRAV-     979,779.5   (mgal)                       NAVD 88
 GB1961
 GB1961  VERT ORDER  -  SECOND    CLASS 0
 GB1961
 GB1961.The horizontal coordinates were scaled from a topographic map and have
 GB1961.an estimated accuracy of +/- 6 seconds.
 GB1961
 GB1961.The orthometric height was determined by differential leveling
 GB1961.and adjusted by the National Geodetic Survey in June 1991..
 GB1961
 GB1961.The geoid height was determined by GEOID03.
 GB1961
 GB1961.The dynamic height is computed by dividing the NAVD 88
 GB1961.geopotential number by the normal gravity value computed on the
 GB1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1961.degrees latitude (g = 980.6199 gals.).
 GB1961
 GB1961.The modeled gravity was interpolated from observed gravity values.
 GB1961
 GB1961;                    North         East    Units  Estimated Accuracy
 GB1961;SPC KY1Z     - 1,036,570.    1,509,660.      MT  (+/- 180 meters Scaled)
 GB1961
 GB1961                          SUPERSEDED SURVEY CONTROL
 GB1961
 GB1961  NGVD 29 (??/??/92)  285.786  (m)          937.62   (f) ADJ UNCH    2 0
 GB1961
 GB1961.Superseded values are not recommended for survey control.
 GB1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1961.See file dsdata.txt to determine how the superseded data were derived.
 GB1961
 GB1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF213583(NAD 83)
 GB1961_MARKER: DB = BENCH MARK DISK
 GB1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1961_STAMPING: F 268 1951
 GB1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1961+STABILITY: SURFACE MOTION
 GB1961
 GB1961  HISTORY     - Date     Condition        Report By
 GB1961  HISTORY     - 1951     MONUMENTED       CGS
 GB1961
 GB1961                          STATION DESCRIPTION
 GB1961
 GB1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1961'1 MI NW FROM HESTAND.
 GB1961'ABOUT 1.05 MILES NORTHWEST ALONG STATE HIGHWAY 163 FROM THE
 GB1961'POST OFFICE AT HESTAND, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 GB1961'EXTENDING WEST AND SOUTHEAST, 143 FEET EAST OF CENTER OF JUNCTION
 GB1961'OF A GRAVEL ROAD LEADING NORTH TO RUSH POND SCHOOL, 29 FEET
 GB1961'NORTH-NORTHEAST OF CENTER LINE OF HIGHWAY, 53 FEET NORTHWEST
 GB1961'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A
 GB1961'24-INCH PIPE CULVERT UNDER HIGHWAY, 2 FEET EAST OF A WHITE WOODEN
 GB1961'WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 GB1961'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1047 ***********************************************************************
 GB1047  DESIGNATION -  F 269
 GB1047  PID         -  GB1047
 GB1047  STATE/COUNTY-  KY/MCCREARY
 GB1047  USGS QUAD   -  BARTHELL (1982)
 GB1047
 GB1047                         *CURRENT SURVEY CONTROL
 GB1047  ___________________________________________________________________
 GB1047* NAD 83(1986)-  36 42 06.     (N)    084 35 40.     (W)     SCALED    
 GB1047* NAVD 88     -       249.887  (meters)     819.84   (feet)  ADJUSTED  
 GB1047  ___________________________________________________________________
 GB1047  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GB1047  DYNAMIC HT  -         249.689 (meters)     819.19  (feet)  COMP
 GB1047  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 GB1047
 GB1047  VERT ORDER  -  SECOND    CLASS 0
 GB1047
 GB1047.The horizontal coordinates were scaled from a topographic map and have
 GB1047.an estimated accuracy of +/- 6 seconds.
 GB1047
 GB1047.The orthometric height was determined by differential leveling
 GB1047.and adjusted by the National Geodetic Survey in June 1991..
 GB1047
 GB1047.The geoid height was determined by GEOID03.
 GB1047
 GB1047.The dynamic height is computed by dividing the NAVD 88
 GB1047.geopotential number by the normal gravity value computed on the
 GB1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1047.degrees latitude (g = 980.6199 gals.).
 GB1047
 GB1047.The modeled gravity was interpolated from observed gravity values.
 GB1047
 GB1047;                    North         East    Units  Estimated Accuracy
 GB1047;SPC KY1Z     - 1,041,520.    1,603,270.      MT  (+/- 180 meters Scaled)
 GB1047
 GB1047                          SUPERSEDED SURVEY CONTROL
 GB1047
 GB1047  NGVD 29 (??/??/92)  250.033  (m)          820.32   (f) ADJ UNCH    2 0
 GB1047
 GB1047.Superseded values are not recommended for survey control.
 GB1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1047.See file dsdata.txt to determine how the superseded data were derived.
 GB1047
 GB1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF148644(NAD 83)
 GB1047_MARKER: DB = BENCH MARK DISK
 GB1047_SETTING: 80 = SET IN A BOULDER
 GB1047_SP_SET: BOULDER
 GB1047_STAMPING: F 269 1951
 GB1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1047+STABILITY: SURFACE MOTION
 GB1047
 GB1047  HISTORY     - Date     Condition        Report By
 GB1047  HISTORY     - 1951     MONUMENTED       CGS
 GB1047  HISTORY     - 1957     GOOD             NGS
 GB1047
 GB1047                          STATION DESCRIPTION
 GB1047
 GB1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1047'AT WHITE OAK JUNCTION.
 GB1047'AT WHITE OAK JUNCTION, ALONG THE KENTUCKY AND TENNESSEE RAILROAD,
 GB1047'ABOUT 0.1 MILE SOUTH ALONG TRACK FROM THE JUNCTION OF A TRACK
 GB1047'LEADING WEST TO CO-OPERATIVE, 40 FEET EAST OF EAST RAIL OF MAIN
 GB1047'TRACK, 26 1/2 FEET EAST OF EAST RAIL OF A SIDE TRACK, SET
 GB1047'VERTICALLY ABOUT 3 1/2 FEET ABOVE GROUND AND IN THE SLANTING WEST
 GB1047'FACE OF A LARGE SANDSTONE BOUNDER, ABOUT 0.15 MILE NORTH OF
 GB1047'COMMISSARY STORE AND ABOUT 3 FEET ABOVE LEVEL OF TRACK.
 GB1047
 GB1047                          STATION RECOVERY (1957)
 GB1047
 GB1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1270 ***********************************************************************
 GB1270  DESIGNATION -  F 270 RESET 1967
 GB1270  PID         -  GB1270
 GB1270  STATE/COUNTY-  KY/MCCREARY
 GB1270  USGS QUAD   -  NEVELSVILLE (1983)
 GB1270
 GB1270                         *CURRENT SURVEY CONTROL
 GB1270  ___________________________________________________________________
 GB1270* NAD 83(1986)-  36 45 21.     (N)    084 36 27.     (W)     SCALED    
 GB1270* NAVD 88     -       360.25   (meters)    1181.9    (feet)  RESET     
 GB1270  ___________________________________________________________________
 GB1270  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GB1270
 GB1270  VERT ORDER  -  THIRD
 GB1270
 GB1270.The horizontal coordinates were scaled from a topographic map and have
 GB1270.an estimated accuracy of +/- 6 seconds.
 GB1270
 GB1270.The orthometric height was computed from unverified reset data.
 GB1270.No vertical observational check was made to the station.
 GB1270
 GB1270.The geoid height was determined by GEOID03.
 GB1270
 GB1270;                    North         East    Units  Estimated Accuracy
 GB1270;SPC KY1Z     - 1,047,520.    1,602,030.      MT  (+/- 180 meters Scaled)
 GB1270
 GB1270                          SUPERSEDED SURVEY CONTROL
 GB1270
 GB1270  NGVD 29 (??/??/??)  360.39   (m)         1182.4    (f) RESET       3  
 GB1270
 GB1270.Superseded values are not recommended for survey control.
 GB1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1270.See file dsdata.txt to determine how the superseded data were derived.
 GB1270
 GB1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF135704(NAD 83)
 GB1270_MARKER: DB = BENCH MARK DISK
 GB1270_SETTING: 80 = SET IN A BOULDER
 GB1270_SP_SET: BOULDER
 GB1270_STAMPING: F 270 RESET 1967
 GB1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1270+STABILITY: SURFACE MOTION
 GB1270
 GB1270  HISTORY     - Date     Condition        Report By
 GB1270  HISTORY     - 1967     MONUMENTED       CGS
 GB1270  HISTORY     - 1967     GOOD             NGS
 GB1270
 GB1270                          STATION DESCRIPTION
 GB1270
 GB1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GB1270'4 MI SE FROM RITNER.
 GB1270'ABOUT 4 MILES SOUTHEAST ALONG A ROCKY ROAD FROM THE POST OFFICE
 GB1270'AT RITNER, ABOUT 6 MILES NORTHWEST ALONG STATE HIGHWAY 92 FROM
 GB1270'THE POST OFFICE AT HILL TOP, THENCE ABOUT 0.4 MILE ALONG FOREST
 GB1270'SERVICE ROAD 650, SET IN THE TOP OF A SANDSTONE BOULDER, BOULDER
 GB1270'IS 12 FEET BY 14 FEET IN SIZE.  50 FEET SOUTHEAST OF THE
 GB1270'CENTER LINE OF THE ROAD, 1 FOOT FROM THE NORTHWEST EDGE OF THE
 GB1270'BOULDER.
 GB1270
 GB1270                          STATION RECOVERY (1967)
 GB1270
 GB1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0515 ***********************************************************************
 GY0515  DESIGNATION -  F 271
 GY0515  PID         -  GY0515
 GY0515  STATE/COUNTY-  KY/PIKE
 GY0515  USGS QUAD   -  MATEWAN (1992)
 GY0515
 GY0515                         *CURRENT SURVEY CONTROL
 GY0515  ___________________________________________________________________
 GY0515* NAD 83(1986)-  37 30 18.     (N)    082 14 52.     (W)     SCALED    
 GY0515* NAVD 88     -       527.914  (meters)    1732.00   (feet)  ADJUSTED  
 GY0515  ___________________________________________________________________
 GY0515  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY0515  DYNAMIC HT  -         527.505 (meters)    1730.66  (feet)  COMP
 GY0515  MODELED GRAV-     979,837.2   (mgal)                       NAVD 88
 GY0515
 GY0515  VERT ORDER  -  SECOND    CLASS 0
 GY0515
 GY0515.The horizontal coordinates were scaled from a topographic map and have
 GY0515.an estimated accuracy of +/- 6 seconds.
 GY0515
 GY0515.The orthometric height was determined by differential leveling
 GY0515.and adjusted by the National Geodetic Survey in June 1991..
 GY0515
 GY0515.The geoid height was determined by GEOID03.
 GY0515
 GY0515.The dynamic height is computed by dividing the NAVD 88
 GY0515.geopotential number by the normal gravity value computed on the
 GY0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0515.degrees latitude (g = 980.6199 gals.).
 GY0515
 GY0515.The modeled gravity was interpolated from observed gravity values.
 GY0515
 GY0515;                    North         East    Units  Estimated Accuracy
 GY0515;SPC KY1Z     - 1,135,840.    1,809,570.      MT  (+/- 180 meters Scaled)
 GY0515
 GY0515                          SUPERSEDED SURVEY CONTROL
 GY0515
 GY0515  NGVD 29 (??/??/92)  528.120  (m)         1732.67   (f) ADJ UNCH    2 0
 GY0515
 GY0515.Superseded values are not recommended for survey control.
 GY0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0515.See file dsdata.txt to determine how the superseded data were derived.
 GY0515
 GY0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB897516(NAD 83)
 GY0515_MARKER: DB = BENCH MARK DISK
 GY0515_SETTING: 66 = SET IN ROCK OUTCROP
 GY0515_SP_SET: ROCK LEDGE
 GY0515_STAMPING: F 271 1952 1732.674
 GY0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0515+STABILITY: POSITION/ELEVATION WELL
 GY0515
 GY0515  HISTORY     - Date     Condition        Report By
 GY0515  HISTORY     - 1952     MONUMENTED       CGS
 GY0515  HISTORY     - 1956     GOOD             NGS
 GY0515
 GY0515                          STATION DESCRIPTION
 GY0515
 GY0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0515'4 MI S FROM MC VEIGH.
 GY0515'0.15 MILE SOUTH ALONG STATE HIGHWAY 199 FROM THE POST OFFICE AT
 GY0515'MC VEIGH, 3.85 MILES SOUTHWEST AND SOUTH ALONG A STEEP ROCKY
 GY0515'ROUGH MOUNTAIN ROAD LEADING OVER MC VEIGH MOUNTAIN, 0.95 MILE
 GY0515'SOUTH OF THE TOP OF MOUNTAIN, SET IN THE TOP OF AN OUTCROPPING
 GY0515'ROCK LEDGE, 12 FEET SOUTHEAST OF CENTER OF ROAD, 52 FEET SOUTH
 GY0515'AND ACROSS ROAD FROM A 30-INCH POPLAR TREE, 21 FEET SOUTH
 GY0515'SOUTHEAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 9-INCH
 GY0515'POPLAR TREE, 4 INCHES ABOVE THE TOP POINT OF A 12-INCH TRIANGLE
 GY0515'CHISELED IN FACE OF LEDGE AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1623 ***********************************************************************
 GA1623  DESIGNATION -  F 272
 GA1623  PID         -  GA1623
 GA1623  STATE/COUNTY-  KY/LESLIE
 GA1623  USGS QUAD   -  HELTON (1983)
 GA1623
 GA1623                         *CURRENT SURVEY CONTROL
 GA1623  ___________________________________________________________________
 GA1623* NAD 83(1986)-  36 54 05.     (N)    083 29 13.     (W)     SCALED    
 GA1623* NAVD 88     -       532.412  (meters)    1746.76   (feet)  ADJUSTED  
 GA1623  ___________________________________________________________________
 GA1623  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA1623  DYNAMIC HT  -         531.963 (meters)    1745.28  (feet)  COMP
 GA1623  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GA1623
 GA1623  VERT ORDER  -  SECOND    CLASS 0
 GA1623
 GA1623.The horizontal coordinates were scaled from a topographic map and have
 GA1623.an estimated accuracy of +/- 6 seconds.
 GA1623
 GA1623.The orthometric height was determined by differential leveling
 GA1623.and adjusted by the National Geodetic Survey in June 1991..
 GA1623
 GA1623.The geoid height was determined by GEOID03.
 GA1623
 GA1623.The dynamic height is computed by dividing the NAVD 88
 GA1623.geopotential number by the normal gravity value computed on the
 GA1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1623.degrees latitude (g = 980.6199 gals.).
 GA1623
 GA1623.The modeled gravity was interpolated from observed gravity values.
 GA1623
 GA1623;                    North         East    Units  Estimated Accuracy
 GA1623;SPC KY1Z     - 1,065,490.    1,701,690.      MT  (+/- 180 meters Scaled)
 GA1623
 GA1623                          SUPERSEDED SURVEY CONTROL
 GA1623
 GA1623  NGVD 29 (??/??/92)  532.563  (m)         1747.25   (f) ADJ UNCH    2 0
 GA1623
 GA1623.Superseded values are not recommended for survey control.
 GA1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1623.See file dsdata.txt to determine how the superseded data were derived.
 GA1623
 GA1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA784868(NAD 83)
 GA1623_MARKER: DB = BENCH MARK DISK
 GA1623_SETTING: 66 = SET IN ROCK OUTCROP
 GA1623_SP_SET: OUTCROP
 GA1623_STAMPING: F 272 1952
 GA1623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1623+STABILITY: POSITION/ELEVATION WELL
 GA1623
 GA1623  HISTORY     - Date     Condition        Report By
 GA1623  HISTORY     - 1952     MONUMENTED       CGS
 GA1623  HISTORY     - 1957     MARK NOT FOUND   NGS
 GA1623
 GA1623                          STATION DESCRIPTION
 GA1623
 GA1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1623'1.8 MI NW FROM SAYLOR.
 GA1623'ABOUT 1.8 MILES NORTHWEST ALONG A ROCKY ROAD LEADING TO BEVERLY
 GA1623'FROM THE POST OFFICE AT SAYLOR, ABOUT 0.5 MILE WEST OF A SMALL
 GA1623'SCHOOL, ON THE OUTSIDE OF A SHORT CURVE WITH TANGENTS EXTENDING
 GA1623'SOUTHEAST AND SOUTHWEST, SET IN THE TOP OF A FLAT LEDGE OF THE
 GA1623'SOUTH SIDE OF A SLOPING OUTCROP OF ROCK WHICH IS ON SOUTHEAST SIDE
 GA1623'OF A SMALL RAVINE, 28 FEET NORTHWEST OF CENTER LINE OF ROAD, 20
 GA1623'FEET NORTH OF NORTHWEST END OF A 24-INCH PIPE CULVERT AND ABOUT
 GA1623'3 FEET ABOVE LEVEL OF ROAD.
 GA1623
 GA1623                          STATION RECOVERY (1957)
 GA1623
 GA1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2769 ***********************************************************************
 GA2769  DESIGNATION -  F 273
 GA2769  PID         -  GA2769
 GA2769  STATE/COUNTY-  KY/BELL
 GA2769  USGS QUAD   -  VARILLA (1991)
 GA2769
 GA2769                         *CURRENT SURVEY CONTROL
 GA2769  ___________________________________________________________________
 GA2769* NAD 83(1986)-  36 44 31.     (N)    083 33 58.     (W)     SCALED    
 GA2769* NAVD 88     -       325.997  (meters)    1069.54   (feet)  ADJUSTED  
 GA2769  ___________________________________________________________________
 GA2769  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GA2769  DYNAMIC HT  -         325.715 (meters)    1068.62  (feet)  COMP
 GA2769  MODELED GRAV-     979,758.0   (mgal)                       NAVD 88
 GA2769
 GA2769  VERT ORDER  -  SECOND    CLASS 0
 GA2769
 GA2769.The horizontal coordinates were scaled from a topographic map and have
 GA2769.an estimated accuracy of +/- 6 seconds.
 GA2769
 GA2769.The orthometric height was determined by differential leveling
 GA2769.and adjusted by the National Geodetic Survey in June 1991..
 GA2769
 GA2769.The geoid height was determined by GEOID03.
 GA2769
 GA2769.The dynamic height is computed by dividing the NAVD 88
 GA2769.geopotential number by the normal gravity value computed on the
 GA2769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2769.degrees latitude (g = 980.6199 gals.).
 GA2769
 GA2769.The modeled gravity was interpolated from observed gravity values.
 GA2769
 GA2769;                    North         East    Units  Estimated Accuracy
 GA2769;SPC KY1Z     - 1,047,630.    1,695,050.      MT  (+/- 180 meters Scaled)
 GA2769
 GA2769                          SUPERSEDED SURVEY CONTROL
 GA2769
 GA2769  NGVD 29 (??/??/92)  326.147  (m)         1070.03   (f) ADJ UNCH    2 0
 GA2769
 GA2769.Superseded values are not recommended for survey control.
 GA2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2769.See file dsdata.txt to determine how the superseded data were derived.
 GA2769
 GA2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA708693(NAD 83)
 GA2769_MARKER: DB = BENCH MARK DISK
 GA2769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2769_SP_SET: CULVERT
 GA2769_STAMPING: F 273 1952 1070.034
 GA2769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2769
 GA2769  HISTORY     - Date     Condition        Report By
 GA2769  HISTORY     - 1952     MONUMENTED       CGS
 GA2769  HISTORY     - 1957     GOOD             NGS
 GA2769
 GA2769                          STATION DESCRIPTION
 GA2769
 GA2769'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA2769'2 MI SE FROM MIRACLE.
 GA2769'2.0 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING BROWNIES
 GA2769'CREEK FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD
 GA2769'AND A BRIDGE OVER CUMBERLAND RIVER AT MIRACLE, ABOUT 0.6 MILE
 GA2769'NORTHWEST OF A CHURCH, AT THE JUNCTION OF A ROAD EAST, IN THE TOP
 GA2769'OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A 12-FOOT
 GA2769'CONCRETE AND STONE CULVERT, 12 FEET WEST OF CENTER LINE OF ROAD,
 GA2769'96 FEET NORTH OF EXTENDED CENTER LINE OF ROAD EAST, 1 FOOT NORTH
 GA2769'OF SOUTH END OF HEAD WALL AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 GA2769
 GA2769                          STATION RECOVERY (1957)
 GA2769
 GA2769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1597 ***********************************************************************
 GA1597  DESIGNATION -  F 274
 GA1597  PID         -  GA1597
 GA1597  STATE/COUNTY-  KY/HARLAN
 GA1597  USGS QUAD   -  EWING (1978)
 GA1597
 GA1597                         *CURRENT SURVEY CONTROL
 GA1597  ___________________________________________________________________
 GA1597* NAD 83(1986)-  36 42 46.     (N)    083 23 49.     (W)     SCALED    
 GA1597* NAVD 88     -       850.764  (meters)    2791.21   (feet)  ADJUSTED  
 GA1597  ___________________________________________________________________
 GA1597  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GA1597  DYNAMIC HT  -         849.993 (meters)    2788.69  (feet)  COMP
 GA1597  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 GA1597
 GA1597  VERT ORDER  -  SECOND    CLASS 0
 GA1597
 GA1597.The horizontal coordinates were scaled from a topographic map and have
 GA1597.an estimated accuracy of +/- 6 seconds.
 GA1597
 GA1597.The orthometric height was determined by differential leveling
 GA1597.and adjusted by the National Geodetic Survey in June 1991..
 GA1597
 GA1597.The geoid height was determined by GEOID03.
 GA1597
 GA1597.The dynamic height is computed by dividing the NAVD 88
 GA1597.geopotential number by the normal gravity value computed on the
 GA1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1597.degrees latitude (g = 980.6199 gals.).
 GA1597
 GA1597.The modeled gravity was interpolated from observed gravity values.
 GA1597
 GA1597;                    North         East    Units  Estimated Accuracy
 GA1597;SPC KY1Z     - 1,044,770.    1,710,240.      MT  (+/- 180 meters Scaled)
 GA1597
 GA1597                          SUPERSEDED SURVEY CONTROL
 GA1597
 GA1597  NGVD 29 (??/??/92)  850.894  (m)         2791.64   (f) ADJ UNCH    2 0
 GA1597
 GA1597.Superseded values are not recommended for survey control.
 GA1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1597.See file dsdata.txt to determine how the superseded data were derived.
 GA1597
 GA1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA859656(NAD 83)
 GA1597_MARKER: DB = BENCH MARK DISK
 GA1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1597_STAMPING: F 274 1952
 GA1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1597+STABILITY: SURFACE MOTION
 GA1597
 GA1597  HISTORY     - Date     Condition        Report By
 GA1597  HISTORY     - 1952     MONUMENTED       CGS
 GA1597  HISTORY     - 1957     MARK NOT FOUND   NGS
 GA1597
 GA1597                          STATION DESCRIPTION
 GA1597
 GA1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1597'4 MI SE FROM ALVA.
 GA1597'ABOUT 3.05 MILES SOUTHEAST ALONG A GRAVEL AND DIRT ROAD FROM THE
 GA1597'FIRST BAPTIST CHURCH AT ALVA, THENCE ABOUT 1.0 MILE WEST ALONG
 GA1597'A MOUNTAIN ROAD, ABOUT 0.4 MILE WEST OF A SIDE ROAD NORTHEAST,
 GA1597'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING EAST AND
 GA1597'SOUTHWEST, ON THE WEST SIDE OF A SMALL RAVINE, 14 FEET NORTH OF
 GA1597'CENTER LINE OF ROAD, 17 1/2 FEET WEST OF NORTH END OF AN 18-INCH
 GA1597'PIPE CULVERT WITH STONE HEADWALL, 50 FEET WEST OF A 60-INCH
 GA1597'OAK TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 GA1597'FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 GA1597'PROJECTING 2 INCHES.
 GA1597
 GA1597                          STATION RECOVERY (1957)
 GA1597
 GA1597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1631 ***********************************************************************
 GA1631  DESIGNATION -  F 275
 GA1631  PID         -  GA1631
 GA1631  STATE/COUNTY-  KY/HARLAN
 GA1631  USGS QUAD   -  BLEDSOE (1980)
 GA1631
 GA1631                         *CURRENT SURVEY CONTROL
 GA1631  ___________________________________________________________________
 GA1631* NAD 83(1986)-  36 54 02.     (N)    083 19 33.     (W)     SCALED    
 GA1631* NAVD 88     -       713.954  (meters)    2342.36   (feet)  ADJUSTED  
 GA1631  ___________________________________________________________________
 GA1631  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA1631  DYNAMIC HT  -         713.347 (meters)    2340.37  (feet)  COMP
 GA1631  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 GA1631
 GA1631  VERT ORDER  -  SECOND    CLASS 0
 GA1631
 GA1631.The horizontal coordinates were scaled from a topographic map and have
 GA1631.an estimated accuracy of +/- 6 seconds.
 GA1631
 GA1631.The orthometric height was determined by differential leveling
 GA1631.and adjusted by the National Geodetic Survey in June 1991..
 GA1631
 GA1631.The geoid height was determined by GEOID03.
 GA1631
 GA1631.The dynamic height is computed by dividing the NAVD 88
 GA1631.geopotential number by the normal gravity value computed on the
 GA1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1631.degrees latitude (g = 980.6199 gals.).
 GA1631
 GA1631.The modeled gravity was interpolated from observed gravity values.
 GA1631
 GA1631;                    North         East    Units  Estimated Accuracy
 GA1631;SPC KY1Z     - 1,065,760.    1,716,050.      MT  (+/- 180 meters Scaled)
 GA1631
 GA1631                          SUPERSEDED SURVEY CONTROL
 GA1631
 GA1631  NGVD 29 (??/??/92)  714.107  (m)         2342.87   (f) ADJ UNCH    2 0
 GA1631
 GA1631.Superseded values are not recommended for survey control.
 GA1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1631.See file dsdata.txt to determine how the superseded data were derived.
 GA1631
 GA1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA927863(NAD 83)
 GA1631_MARKER: DB = BENCH MARK DISK
 GA1631_SETTING: 66 = SET IN ROCK OUTCROP
 GA1631_SP_SET: CUT
 GA1631_STAMPING: F 275 1952 2342.866
 GA1631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1631+STABILITY: POSITION/ELEVATION WELL
 GA1631
 GA1631  HISTORY     - Date     Condition        Report By
 GA1631  HISTORY     - 1952     MONUMENTED       CGS
 GA1631  HISTORY     - 1956     GOOD             NGS
 GA1631  HISTORY     - 1978     MARK NOT FOUND   USGS
 GA1631
 GA1631                          STATION DESCRIPTION
 GA1631
 GA1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1631'4.8 MI N FROM BAXTER.
 GA1631'ABOUT 4.8 MILES NORTH ALONG U.S. HIGHWAY 421 FROM THE CROSSING OF
 GA1631'THE LOUISVILLE AND NASHVILLE RAILROAD AT BAXTER, ABOUT 3.15 MILES
 GA1631'SOUTHEAST OF BAPTIST CHURCH AT BLEDSOE, ABOUT 0.8 MILE WEST OF
 GA1631'TOP OF MOUNTAIN, IN THE TOP OF THE NORTHEAST CORNER OF A LARGE
 GA1631'ROCK THAT IS PART OF A LARGE ROCK CUT, 21 FEET SOUTH OF CENTER
 GA1631'LINE OF HIGHWAY, 20 FEET EAST OF THE SOUTH END OF A 24-INCH PIPE
 GA1631'CULVERT WITH RIGHT ANGLE CONCRETE HEAD WALL AND ABOUT 2 1/2 FEET
 GA1631'ABOVE LEVEL OF HIGHWAY.
 GA1631
 GA1631                          STATION RECOVERY (1956)
 GA1631
 GA1631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1631'RECOVERED IN GOOD CONDITION.
 GA1631
 GA1631                          STATION RECOVERY (1978)
 GA1631
 GA1631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GA1631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2335 ***********************************************************************
 GY2335  DESIGNATION -  F 276
 GY2335  PID         -  GY2335
 GY2335  STATE/COUNTY-  KY/LESLIE
 GY2335  USGS QUAD   -  HOSKINSTON (1980)
 GY2335
 GY2335                         *CURRENT SURVEY CONTROL
 GY2335  ___________________________________________________________________
 GY2335* NAD 83(1986)-  37 04 22.     (N)    083 24 11.     (W)     SCALED    
 GY2335* NAVD 88     -       292.515  (meters)     959.69   (feet)  ADJUSTED  
 GY2335  ___________________________________________________________________
 GY2335  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GY2335  DYNAMIC HT  -         292.278 (meters)     958.92  (feet)  COMP
 GY2335  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 GY2335
 GY2335  VERT ORDER  -  SECOND    CLASS 0
 GY2335
 GY2335.The horizontal coordinates were scaled from a topographic map and have
 GY2335.an estimated accuracy of +/- 6 seconds.
 GY2335
 GY2335.The orthometric height was determined by differential leveling
 GY2335.and adjusted by the National Geodetic Survey in June 1991..
 GY2335
 GY2335.The geoid height was determined by GEOID03.
 GY2335
 GY2335.The dynamic height is computed by dividing the NAVD 88
 GY2335.geopotential number by the normal gravity value computed on the
 GY2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2335.degrees latitude (g = 980.6199 gals.).
 GY2335
 GY2335.The modeled gravity was interpolated from observed gravity values.
 GY2335
 GY2335;                    North         East    Units  Estimated Accuracy
 GY2335;SPC KY1Z     - 1,084,690.    1,708,690.      MT  (+/- 180 meters Scaled)
 GY2335
 GY2335                          SUPERSEDED SURVEY CONTROL
 GY2335
 GY2335  NGVD 29 (??/??/92)  292.67   (m)          960.2    (f) COMPUTED    2 0
 GY2335
 GY2335.Superseded values are not recommended for survey control.
 GY2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2335.See file dsdata.txt to determine how the superseded data were derived.
 GY2335
 GY2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB863056(NAD 83)
 GY2335_MARKER: DB = BENCH MARK DISK
 GY2335_SETTING: 66 = SET IN ROCK OUTCROP
 GY2335_SP_SET: ROCK OUTCROP
 GY2335_STAMPING: F 276 1952 960.218
 GY2335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2335+STABILITY: POSITION/ELEVATION WELL
 GY2335
 GY2335  HISTORY     - Date     Condition        Report By
 GY2335  HISTORY     - 1952     MONUMENTED       CGS
 GY2335  HISTORY     - 1956     GOOD             NGS
 GY2335
 GY2335                          STATION DESCRIPTION
 GY2335
 GY2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2335'0.7 MI S FROM HOSKINSTON.
 GY2335'ABOUT 0.7 MILE SOUTH ALONG U.S. HIGHWAY 241 FROM THE SCHOOL AT
 GY2335'HOSKINSTON, ABOUT 70 YARDS SOUTH OF JUNCTION OF A PRIVATE ROAD
 GY2335'WEST, SET VERTICALLY IN THE EAST FACE OF AN OUTCROP OF ROCK THAT IS
 GY2335'PART OF A BENCH CUT, 22 FEET WEST OF CENTER LINE OF HIGHWAY, ABOUT 15
 GY2335'YARDS SOUTH OF NORTH END OF CUT, AND ABOUT 3 FEET ABOVE LEVEL OF
 GY2335'HIGHWAY.
 GY2335
 GY2335                          STATION RECOVERY (1956)
 GY2335
 GY2335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1675 ***********************************************************************
 GA1675  DESIGNATION -  F 277
 GA1675  PID         -  GA1675
 GA1675  STATE/COUNTY-  KY/LESLIE
 GA1675  USGS QUAD   -  BLEDSOE (1980)
 GA1675
 GA1675                         *CURRENT SURVEY CONTROL
 GA1675  ___________________________________________________________________
 GA1675* NAD 83(1986)-  36 59 45.     (N)    083 17 39.     (W)     SCALED    
 GA1675* NAVD 88     -       359.366  (meters)    1179.02   (feet)  ADJUSTED  
 GA1675  ___________________________________________________________________
 GA1675  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA1675  DYNAMIC HT  -         359.063 (meters)    1178.03  (feet)  COMP
 GA1675  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 GA1675
 GA1675  VERT ORDER  -  SECOND    CLASS 0
 GA1675
 GA1675.The horizontal coordinates were scaled from a topographic map and have
 GA1675.an estimated accuracy of +/- 6 seconds.
 GA1675
 GA1675.The orthometric height was determined by differential leveling
 GA1675.and adjusted by the National Geodetic Survey in June 1991..
 GA1675
 GA1675.The geoid height was determined by GEOID03.
 GA1675
 GA1675.The dynamic height is computed by dividing the NAVD 88
 GA1675.geopotential number by the normal gravity value computed on the
 GA1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1675.degrees latitude (g = 980.6199 gals.).
 GA1675
 GA1675.The modeled gravity was interpolated from observed gravity values.
 GA1675
 GA1675;                    North         East    Units  Estimated Accuracy
 GA1675;SPC KY1Z     - 1,076,410.    1,718,590.      MT  (+/- 180 meters Scaled)
 GA1675
 GA1675                          SUPERSEDED SURVEY CONTROL
 GA1675
 GA1675  NGVD 29 (??/??/92)  359.516  (m)         1179.51   (f) ADJ UNCH    2 0
 GA1675
 GA1675.Superseded values are not recommended for survey control.
 GA1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1675.See file dsdata.txt to determine how the superseded data were derived.
 GA1675
 GA1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA958968(NAD 83)
 GA1675_MARKER: DB = BENCH MARK DISK
 GA1675_SETTING: 66 = SET IN ROCK OUTCROP
 GA1675_SP_SET: CUT
 GA1675_STAMPING: F 277 1952 1179.512
 GA1675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1675+STABILITY: POSITION/ELEVATION WELL
 GA1675
 GA1675  HISTORY     - Date     Condition        Report By
 GA1675  HISTORY     - 1952     MONUMENTED       CGS
 GA1675  HISTORY     - 1956     POOR             NGS
 GA1675  HISTORY     - 1977     MARK NOT FOUND   USGS
 GA1675  HISTORY     - 1985     GOOD             LOCENG
 GA1675
 GA1675                          STATION DESCRIPTION
 GA1675
 GA1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1675'1 MI NW FROM NAPIER.
 GA1675'ABOUT 1.0 MILE NORTHWEST ALONG A ROAD FOLLOWING GREASY CREEK FROM
 GA1675'THE POST OFFICE AT NAPIER, ABOUT 0.25 MILE SOUTHEAST OF JUNCTION
 GA1675'OF A ROAD NORTHEAST, ABOUT 155 YARDS NORTHWEST OF A PRIVATE ROAD
 GA1675'LEADING SOUTHWEST, ON THE OUTSIDE OF A SHORT CURVE WITH TANGENTS
 GA1675'EXTENDING SOUTH AND NORTHWEST, SET VERTICALLY IN THE SOUTHWEST
 GA1675'FACE OF A ROCK CUT, 15 FEET NORTHEAST OF CENTER LINE OF ROAD AND
 GA1675'ABOUT 3 FEET ABOVE GROUND AND LEVEL OF ROAD.
 GA1675
 GA1675                          STATION RECOVERY (1956)
 GA1675
 GA1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1675'MARK RECOVERED IN POOR CONDITION.
 GA1675
 GA1675                          STATION RECOVERY (1977)
 GA1675
 GA1675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GA1675'MARK NOT FOUND.
 GA1675
 GA1675                          STATION RECOVERY (1985)
 GA1675
 GA1675'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985
 GA1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1104 ***********************************************************************
 GY1104  DESIGNATION -  F 278
 GY1104  PID         -  GY1104
 GY1104  STATE/COUNTY-  KY/FLOYD
 GY1104  USGS QUAD   -  MC DOWELL (1992)
 GY1104
 GY1104                         *CURRENT SURVEY CONTROL
 GY1104  ___________________________________________________________________
 GY1104* NAD 83(1986)-  37 23 26.     (N)    082 40 01.     (W)     SCALED    
 GY1104* NAVD 88     -       324.263  (meters)    1063.85   (feet)  ADJUSTED  
 GY1104  ___________________________________________________________________
 GY1104  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GY1104  DYNAMIC HT  -         324.004 (meters)    1063.00  (feet)  COMP
 GY1104  MODELED GRAV-     979,822.5   (mgal)                       NAVD 88
 GY1104
 GY1104  VERT ORDER  -  SECOND    CLASS 0
 GY1104
 GY1104.The horizontal coordinates were scaled from a topographic map and have
 GY1104.an estimated accuracy of +/- 6 seconds.
 GY1104
 GY1104.The orthometric height was determined by differential leveling
 GY1104.and adjusted by the National Geodetic Survey in June 1991..
 GY1104
 GY1104.The geoid height was determined by GEOID03.
 GY1104
 GY1104.The dynamic height is computed by dividing the NAVD 88
 GY1104.geopotential number by the normal gravity value computed on the
 GY1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1104.degrees latitude (g = 980.6199 gals.).
 GY1104
 GY1104.The modeled gravity was interpolated from observed gravity values.
 GY1104
 GY1104;                    North         East    Units  Estimated Accuracy
 GY1104;SPC KY1Z     - 1,121,840.    1,772,950.      MT  (+/- 180 meters Scaled)
 GY1104
 GY1104                          SUPERSEDED SURVEY CONTROL
 GY1104
 GY1104  NGVD 29 (??/??/92)  324.440  (m)         1064.43   (f) ADJ UNCH    2 0
 GY1104
 GY1104.Superseded values are not recommended for survey control.
 GY1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1104.See file dsdata.txt to determine how the superseded data were derived.
 GY1104
 GY1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB524395(NAD 83)
 GY1104_MARKER: DB = BENCH MARK DISK
 GY1104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1104_SP_SET: CULVERT
 GY1104_STAMPING: F 278 1953 1064.434
 GY1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1104+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 GY1104
 GY1104  HISTORY     - Date     Condition        Report By
 GY1104  HISTORY     - 1953     MONUMENTED       CGS
 GY1104  HISTORY     - 1956     POOR             NGS
 GY1104  HISTORY     - 20040330 GOOD             KYDT
 GY1104
 GY1104                          STATION DESCRIPTION
 GY1104
 GY1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1104'0.6 MI SW FROM BEAVER.
 GY1104'0.55 MILE SOUTHWEST ALONG STATE HIGHWAY 979 FROM THE SCHOOL AT
 GY1104'BEAVER, IN THE TOP OF THE SOUTHWEST END OF NORTHWEST HEAD WALL
 GY1104'OF AN 8-FOOT CONCRETE BOX CULVERT FOR A BRANCH FROM THE NORTHWEST,
 GY1104'12 FEET NORTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT
 GY1104'ABOVE LEVEL OF HIGHWAY.
 GY1104
 GY1104                          STATION RECOVERY (2004)
 GY1104
 GY1104'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1104'MARK IS 0.2 FOOT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1080 ***********************************************************************
 GY1080  DESIGNATION -  F 279
 GY1080  PID         -  GY1080
 GY1080  STATE/COUNTY-  KY/PIKE
 GY1080  USGS QUAD   -  WHEELWRIGHT (1992)
 GY1080
 GY1080                         *CURRENT SURVEY CONTROL
 GY1080  ___________________________________________________________________
 GY1080* NAD 83(1986)-  37 18 22.     (N)    082 41 11.     (W)     SCALED    
 GY1080* NAVD 88     -       474.404  (meters)    1556.44   (feet)  ADJUSTED  
 GY1080  ___________________________________________________________________
 GY1080  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GY1080  DYNAMIC HT  -         474.020 (meters)    1555.18  (feet)  COMP
 GY1080  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 GY1080
 GY1080  VERT ORDER  -  SECOND    CLASS 0
 GY1080
 GY1080.The horizontal coordinates were scaled from a topographic map and have
 GY1080.an estimated accuracy of +/- 6 seconds.
 GY1080
 GY1080.The orthometric height was determined by differential leveling
 GY1080.and adjusted by the National Geodetic Survey in June 1991..
 GY1080
 GY1080.The geoid height was determined by GEOID03.
 GY1080
 GY1080.The dynamic height is computed by dividing the NAVD 88
 GY1080.geopotential number by the normal gravity value computed on the
 GY1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1080.degrees latitude (g = 980.6199 gals.).
 GY1080
 GY1080.The modeled gravity was interpolated from observed gravity values.
 GY1080
 GY1080;                    North         East    Units  Estimated Accuracy
 GY1080;SPC KY1Z     - 1,112,420.    1,771,540.      MT  (+/- 180 meters Scaled)
 GY1080
 GY1080                          SUPERSEDED SURVEY CONTROL
 GY1080
 GY1080  NGVD 29 (??/??/92)  474.577  (m)         1557.01   (f) ADJ UNCH    2 0
 GY1080
 GY1080.Superseded values are not recommended for survey control.
 GY1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1080.See file dsdata.txt to determine how the superseded data were derived.
 GY1080
 GY1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB505301(NAD 83)
 GY1080_MARKER: DB = BENCH MARK DISK
 GY1080_SETTING: 66 = SET IN ROCK OUTCROP
 GY1080_SP_SET: ROCK CUT
 GY1080_STAMPING: F 279 1953
 GY1080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1080+STABILITY: POSITION/ELEVATION WELL
 GY1080
 GY1080  HISTORY     - Date     Condition        Report By
 GY1080  HISTORY     - 1953     MONUMENTED       CGS
 GY1080  HISTORY     - 1956     MARK NOT FOUND   NGS
 GY1080
 GY1080                          STATION DESCRIPTION
 GY1080
 GY1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GY1080'2.3 MI SW FROM WEEKSBURY.
 GY1080'1.4 MILES SOUTHEAST ALONG A ROAD FOLLOWING CALEB FORK FROM THE
 GY1080'BRIDGE OVER CALEB FORK AT WEEKSBURY, THENCE ABOUT 0.9 MILE
 GY1080'SOUTHWEST AND SOUTHEAST ALONG A ROAD FOLLOWING WEST ONE OF TWO
 GY1080'FORKS AND LEADING OVER GAP INTO MARSHALL BRANCH, ABOUT 305
 GY1080'YARDS SOUTHEAST OF THE TOP OF GAP AND THE FLOYD-PIKE COUNTY
 GY1080'LINE, ABOUT 470 YARDS NORTH AND UPHILL ALONG MINE ROAD FROM THE
 GY1080'TOP AND NORTHEAST PART OF A LARGE MINE DUMP IN UPPER MARSHALL
 GY1080'BRANCH, IN THE TOP AND 3 INCHES WEST OF EAST EDGE OF A SMALL
 GY1080'LEDGE IN A SLANTING ROCK CUT, 17 FEET WEST OF CENTER LINE OF MINE
 GY1080'ROAD AND ABOUT 7 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK MAY
 GY1080'BE REACHED FROM HARTLEY, PIKE COUNTY, BY GOING ABOUT 2.45 MILES
 GY1080'SOUTHWEST ALONG A ROAD FOLLOWING LONG FORK FROM THE POST OFFICE
 GY1080'AND STORE, THENCE ABOUT 2.0 MILES SOUTHWEST AND WEST ALONG A
 GY1080'ROAD FOLLOWING MARSHALL BRANCH AND LEADING ACROSS A LARGE
 GY1080'MINE DUMP TO TOP OF GAP.
 GY1080
 GY1080                          STATION RECOVERY (1956)
 GY1080
 GY1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0995 ***********************************************************************
 GY0995  DESIGNATION -  F 28
 GY0995  PID         -  GY0995
 GY0995  STATE/COUNTY-  KY/LETCHER
 GY0995  USGS QUAD   -  ROXANA (1976)
 GY0995
 GY0995                         *CURRENT SURVEY CONTROL
 GY0995  ___________________________________________________________________
 GY0995* NAD 83(1986)-  37 01 05.     (N)    082 52 50.     (W)     SCALED    
 GY0995* NAVD 88     -       475.111  (meters)    1558.76   (feet)  ADJUSTED  
 GY0995  ___________________________________________________________________
 GY0995  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GY0995  DYNAMIC HT  -         474.686 (meters)    1557.37  (feet)  COMP
 GY0995  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 GY0995
 GY0995  VERT ORDER  -  SECOND    CLASS 0
 GY0995
 GY0995.The horizontal coordinates were scaled from a topographic map and have
 GY0995.an estimated accuracy of +/- 6 seconds.
 GY0995
 GY0995.The orthometric height was determined by differential leveling
 GY0995.and adjusted by the National Geodetic Survey in June 1991..
 GY0995
 GY0995.The geoid height was determined by GEOID03.
 GY0995
 GY0995.The dynamic height is computed by dividing the NAVD 88
 GY0995.geopotential number by the normal gravity value computed on the
 GY0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0995.degrees latitude (g = 980.6199 gals.).
 GY0995
 GY0995.The modeled gravity was interpolated from observed gravity values.
 GY0995
 GY0995;                    North         East    Units  Estimated Accuracy
 GY0995;SPC KY1Z     - 1,079,920.    1,755,320.      MT  (+/- 180 meters Scaled)
 GY0995
 GY0995                          SUPERSEDED SURVEY CONTROL
 GY0995
 GY0995  NGVD 29 (??/??/92)  475.227  (m)         1559.14   (f) ADJ UNCH    2 0
 GY0995
 GY0995.Superseded values are not recommended for survey control.
 GY0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0995.See file dsdata.txt to determine how the superseded data were derived.
 GY0995
 GY0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA327985(NAD 83)
 GY0995_MARKER: DB = BENCH MARK DISK
 GY0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0995_STAMPING: F 28 1934 1559.141
 GY0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0995+STABILITY: SURFACE MOTION
 GY0995
 GY0995  HISTORY     - Date     Condition        Report By
 GY0995  HISTORY     - 1934     MONUMENTED       CGS
 GY0995  HISTORY     - 1956     POOR             NGS
 GY0995
 GY0995                          STATION DESCRIPTION
 GY0995
 GY0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0995'8 MI NE FROM CUMBERLAND.
 GY0995'8.0 MILES NORTHEAST ALONG U.S. HIGHWAY FROM THE JUNCTION OF
 GY0995'STATE HIGHWAY 160 AT CUMBERLAND, 60 FEET WEST OF THE EAST CONCRETE
 GY0995'HEADWALL OF A CULVERT, 30 FEET EAST OF THE CENTER LINE OF HIGHWAY,
 GY0995'ACROSS HIGHWAY SOUTHEAST OF CONCRETE BLOCK BUILDING, (NOW UNDER
 GY0995'CONSTRUCTION), 6 FEET NORTH NORTHEAST OF NORTHEAST CORNER OF HOUSE
 GY0995'WITH TAN BRICK COMPOSITION SIDING, AT A FENCE CORNER, ABOUT
 GY0995'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2693 ***********************************************************************
 GY2693  DESIGNATION -  F 280
 GY2693  PID         -  GY2693
 GY2693  STATE/COUNTY-  KY/CLAY
 GY2693  USGS QUAD   -  OGLE (1979)
 GY2693
 GY2693                         *CURRENT SURVEY CONTROL
 GY2693  ___________________________________________________________________
 GY2693* NAD 83(1986)-  37 00 45.     (N)    083 38 32.     (W)     SCALED    
 GY2693* NAVD 88     -       299.175  (meters)     981.54   (feet)  ADJUSTED  
 GY2693  ___________________________________________________________________
 GY2693  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GY2693  DYNAMIC HT  -         298.930 (meters)     980.74  (feet)  COMP
 GY2693  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 GY2693
 GY2693  VERT ORDER  -  SECOND    CLASS 0
 GY2693
 GY2693.The horizontal coordinates were scaled from a topographic map and have
 GY2693.an estimated accuracy of +/- 6 seconds.
 GY2693
 GY2693.The orthometric height was determined by differential leveling
 GY2693.and adjusted by the National Geodetic Survey in June 1991..
 GY2693
 GY2693.The geoid height was determined by GEOID03.
 GY2693
 GY2693.The dynamic height is computed by dividing the NAVD 88
 GY2693.geopotential number by the normal gravity value computed on the
 GY2693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2693.degrees latitude (g = 980.6199 gals.).
 GY2693
 GY2693.The modeled gravity was interpolated from observed gravity values.
 GY2693
 GY2693;                    North         East    Units  Estimated Accuracy
 GY2693;SPC KY1Z     - 1,077,500.    1,687,570.      MT  (+/- 180 meters Scaled)
 GY2693
 GY2693                          SUPERSEDED SURVEY CONTROL
 GY2693
 GY2693  NGVD 29 (??/??/92)  299.330  (m)          982.05   (f) ADJ UNCH    2 0
 GY2693
 GY2693.Superseded values are not recommended for survey control.
 GY2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2693.See file dsdata.txt to determine how the superseded data were derived.
 GY2693
 GY2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA649995(NAD 83)
 GY2693_MARKER: DB = BENCH MARK DISK
 GY2693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2693_SP_SET: CULVERT
 GY2693_STAMPING: F 280 1952 982.052
 GY2693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2693+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2002
 GY2693
 GY2693  HISTORY     - Date     Condition        Report By
 GY2693  HISTORY     - 1952     MONUMENTED       CGS
 GY2693  HISTORY     - 1957     GOOD             NGS
 GY2693  HISTORY     - 20020329 GOOD             KYDT
 GY2693
 GY2693                          STATION DESCRIPTION
 GY2693
 GY2693'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2693'1.4 MI SE FROM BRIGHTSHADE.
 GY2693'ABOUT 1.35 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST
 GY2693'OFFICE AT BRIGHTSHADE, IN THE TOP OF THE WEST END OF THE NORTH
 GY2693'HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 12 FEET NORTH OF CENTER
 GY2693'LINE OF ROAD, 66 FEET NORTHEAST AND ACROSS ROAD FROM NORTHEAST
 GY2693'CORNER OF RESIDENCE OF HOMER MILLS AND ABOUT 1 FOOT ABOVE LEVEL
 GY2693'OF ROAD.
 GY2693
 GY2693                          STATION RECOVERY (1957)
 GY2693
 GY2693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2693'RECOVERED IN GOOD CONDITION.
 GY2693
 GY2693                          STATION RECOVERY (2002)
 GY2693
 GY2693'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2693'MARK IS AT JUNCTION OF KY 1524 AND A BLACKTOP ROAD SOUTHWEST AND ABOUT
 GY2693'LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2731 ***********************************************************************
 GY2731  DESIGNATION -  F 281
 GY2731  PID         -  GY2731
 GY2731  STATE/COUNTY-  KY/CLAY
 GY2731  USGS QUAD   -  CREEKVILLE (1979)
 GY2731
 GY2731                         *CURRENT SURVEY CONTROL
 GY2731  ___________________________________________________________________
 GY2731* NAD 83(1986)-  37 03 45.     (N)    083 35 48.     (W)     SCALED    
 GY2731* NAVD 88     -       330.712  (meters)    1085.01   (feet)  ADJUSTED  
 GY2731  ___________________________________________________________________
 GY2731  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GY2731  DYNAMIC HT  -         330.443 (meters)    1084.13  (feet)  COMP
 GY2731  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 GY2731
 GY2731  VERT ORDER  -  SECOND    CLASS 0
 GY2731
 GY2731.The horizontal coordinates were scaled from a topographic map and have
 GY2731.an estimated accuracy of +/- 6 seconds.
 GY2731
 GY2731.The orthometric height was determined by differential leveling
 GY2731.and adjusted by the National Geodetic Survey in June 1991..
 GY2731
 GY2731.The geoid height was determined by GEOID03.
 GY2731
 GY2731.The dynamic height is computed by dividing the NAVD 88
 GY2731.geopotential number by the normal gravity value computed on the
 GY2731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2731.degrees latitude (g = 980.6199 gals.).
 GY2731
 GY2731.The modeled gravity was interpolated from observed gravity values.
 GY2731
 GY2731;                    North         East    Units  Estimated Accuracy
 GY2731;SPC KY1Z     - 1,083,140.    1,691,500.      MT  (+/- 180 meters Scaled)
 GY2731
 GY2731                          SUPERSEDED SURVEY CONTROL
 GY2731
 GY2731  NGVD 29 (??/??/92)  330.869  (m)         1085.53   (f) ADJ UNCH    2 0
 GY2731
 GY2731.Superseded values are not recommended for survey control.
 GY2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2731.See file dsdata.txt to determine how the superseded data were derived.
 GY2731
 GY2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB691049(NAD 83)
 GY2731_MARKER: DB = BENCH MARK DISK
 GY2731_SETTING: 66 = SET IN ROCK OUTCROP
 GY2731_SP_SET: ROCK LEDGE
 GY2731_STAMPING: F 281 1952 1085.526
 GY2731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2731+STABILITY: POSITION/ELEVATION WELL
 GY2731
 GY2731  HISTORY     - Date     Condition        Report By
 GY2731  HISTORY     - 1952     MONUMENTED       CGS
 GY2731  HISTORY     - 1957     GOOD             NGS
 GY2731
 GY2731                          STATION DESCRIPTION
 GY2731
 GY2731'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2731'3 MI W FROM CREEKVILLE.
 GY2731'ABOUT 2.95 MILES WEST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 GY2731'AND FLAT CREEK CHURCH OF BRETHREN MISSION AT CREEKVILLE, ABOUT
 GY2731'0.35 MILE WEST OF A CONCRETE BLOCK SCHOOL BUILDING, SET IN THE
 GY2731'TOP OF ROCK LEDGE AT BOTTOM OF A BENCH ROCK CUT, 19 FEET NORTH
 GY2731'OF CENTER LINE OF ROAD, 168 FEET NORTHEAST AND ACROSS ROAD FROM
 GY2731'NORTHEAST CORNER OF A 1 1/2-STORY FRAME HOUSE WITH IMITATION
 GY2731'BRICK SIDING, 50 FEET NORTH AND ACROSS ROAD FROM NORTH CORNER
 GY2731'OF A BARN, 35 FEET NORTH AND ACROSS ROAD FROM A LONE WALNUT TREE,
 GY2731'AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 GY2731
 GY2731                          STATION RECOVERY (1957)
 GY2731
 GY2731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1747 ***********************************************************************
 GY1747  DESIGNATION -  F 282
 GY1747  PID         -  GY1747
 GY1747  STATE/COUNTY-  KY/JOHNSON
 GY1747  USGS QUAD   -  OIL SPRINGS (1992)
 GY1747
 GY1747                         *CURRENT SURVEY CONTROL
 GY1747  ___________________________________________________________________
 GY1747* NAD 83(1986)-  37 46 32.     (N)    082 56 29.     (W)     SCALED    
 GY1747* NAVD 88     -       280.975  (meters)     921.83   (feet)  ADJUSTED  
 GY1747  ___________________________________________________________________
 GY1747  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GY1747  DYNAMIC HT  -         280.762 (meters)     921.13  (feet)  COMP
 GY1747  MODELED GRAV-     979,865.8   (mgal)                       NAVD 88
 GY1747
 GY1747  VERT ORDER  -  SECOND    CLASS 0
 GY1747
 GY1747.The horizontal coordinates were scaled from a topographic map and have
 GY1747.an estimated accuracy of +/- 6 seconds.
 GY1747
 GY1747.The orthometric height was determined by differential leveling
 GY1747.and adjusted by the National Geodetic Survey in June 1991..
 GY1747
 GY1747.The geoid height was determined by GEOID03.
 GY1747
 GY1747.The dynamic height is computed by dividing the NAVD 88
 GY1747.geopotential number by the normal gravity value computed on the
 GY1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1747.degrees latitude (g = 980.6199 gals.).
 GY1747
 GY1747.The modeled gravity was interpolated from observed gravity values.
 GY1747
 GY1747;                    North         East    Units  Estimated Accuracy
 GY1747;SPC KY1Z     - 1,163,780.    1,747,380.      MT  (+/- 180 meters Scaled)
 GY1747
 GY1747                          SUPERSEDED SURVEY CONTROL
 GY1747
 GY1747  NGVD 29 (??/??/92)  281.17   (m)          922.5    (f) COMPUTED    2 0
 GY1747
 GY1747.Superseded values are not recommended for survey control.
 GY1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1747.See file dsdata.txt to determine how the superseded data were derived.
 GY1747
 GY1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB290826(NAD 83)
 GY1747_MARKER: DB = BENCH MARK DISK
 GY1747_SETTING: 66 = SET IN ROCK OUTCROP
 GY1747_SP_SET: ROCK CUT
 GY1747_STAMPING: F 282 1952 922.462
 GY1747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1747+STABILITY: POSITION/ELEVATION WELL
 GY1747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1747+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1997
 GY1747
 GY1747  HISTORY     - Date     Condition        Report By
 GY1747  HISTORY     - 1952     MONUMENTED       CGS
 GY1747  HISTORY     - 1955     GOOD             NGS
 GY1747  HISTORY     - 1962     MARK NOT FOUND   USGS
 GY1747  HISTORY     - 19970616 GOOD             KYDT
 GY1747
 GY1747                          STATION DESCRIPTION
 GY1747
 GY1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1747'2.4 MI S FROM OIL SPRINGS.
 GY1747'2.35 MILES SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 GY1747'HIGHWAY 460 AND THE POST OFFICE AT OIL SPRINGS, 0.85 MILE SOUTH
 GY1747'OF BILL RICE SCHOOL, SET VERTICALLY IN THE EAST FACE OF ROCK
 GY1747'CUT, 78 FEET SOUTH OF THE CENTER OF ROAD AT POWER LINE CROSSING,
 GY1747'30 FEET WEST AND ACROSS ROAD FROM POWER POLE NO. 830-20, 17
 GY1747'FEET WEST OF THE CENTER OF ROAD AND ABOUT 3.5 FEET ABOVE LEVEL
 GY1747'OF ROAD.
 GY1747
 GY1747                          STATION RECOVERY (1962)
 GY1747
 GY1747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GY1747'MARK NOT FOUND.
 GY1747
 GY1747                          STATION RECOVERY (1997)
 GY1747
 GY1747'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1506 ***********************************************************************
 GY1506  DESIGNATION -  F 283
 GY1506  PID         -  GY1506
 GY1506  STATE/COUNTY-  KY/FLOYD
 GY1506  USGS QUAD   -  PRESTONSBURG (1992)
 GY1506
 GY1506                         *CURRENT SURVEY CONTROL
 GY1506  ___________________________________________________________________
 GY1506* NAD 83(1986)-  37 37 54.     (N)    082 49 46.     (W)     SCALED    
 GY1506* NAVD 88     -       206.215  (meters)     676.56   (feet)  ADJUSTED  
 GY1506  ___________________________________________________________________
 GY1506  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GY1506  DYNAMIC HT  -         206.057 (meters)     676.04  (feet)  COMP
 GY1506  MODELED GRAV-     979,860.1   (mgal)                       NAVD 88
 GY1506
 GY1506  VERT ORDER  -  SECOND    CLASS 0
 GY1506
 GY1506.The horizontal coordinates were scaled from a topographic map and have
 GY1506.an estimated accuracy of +/- 6 seconds.
 GY1506
 GY1506.The orthometric height was determined by differential leveling
 GY1506.and adjusted by the National Geodetic Survey in June 1991..
 GY1506
 GY1506.The geoid height was determined by GEOID03.
 GY1506
 GY1506.The dynamic height is computed by dividing the NAVD 88
 GY1506.geopotential number by the normal gravity value computed on the
 GY1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1506.degrees latitude (g = 980.6199 gals.).
 GY1506
 GY1506.The modeled gravity was interpolated from observed gravity values.
 GY1506
 GY1506;                    North         East    Units  Estimated Accuracy
 GY1506;SPC KY1Z     - 1,148,130.    1,757,730.      MT  (+/- 180 meters Scaled)
 GY1506
 GY1506                          SUPERSEDED SURVEY CONTROL
 GY1506
 GY1506  NGVD 29 (??/??/92)  206.409  (m)          677.19   (f) ADJ UNCH    2 0
 GY1506
 GY1506.Superseded values are not recommended for survey control.
 GY1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1506.See file dsdata.txt to determine how the superseded data were derived.
 GY1506
 GY1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB385665(NAD 83)
 GY1506_MARKER: DB = BENCH MARK DISK
 GY1506_SETTING: 66 = SET IN ROCK OUTCROP
 GY1506_SP_SET: ROCK CUT
 GY1506_STAMPING: F 283 1952 677.194
 GY1506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1506+STABILITY: POSITION/ELEVATION WELL
 GY1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1506+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 GY1506
 GY1506  HISTORY     - Date     Condition        Report By
 GY1506  HISTORY     - 1952     MONUMENTED       CGS
 GY1506  HISTORY     - 1956     GOOD             NGS
 GY1506  HISTORY     - 20011105 GOOD             KYDT
 GY1506
 GY1506                          STATION DESCRIPTION
 GY1506
 GY1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1506'4.8 MI SW FROM PRESTONSBURG.
 GY1506'2.85 MILES SOUTHWEST ALONG STATE HIGHWAY 114 FROM THE
 GY1506'CHESAPEAKE AND OHIO RAILROAD STATION AT PRESTONSBURG, THENCE 1.9
 GY1506'MILES SOUTHWEST ALONG STATE HIGHWAY 4.04, 134 FEET WEST AND
 GY1506'ACROSS ROAD FROM THE WEST CORNER OF THE SAM HALE SCHOOL, SET
 GY1506'VERTICALLY IN THE SOUTHEAST FACE OF A 1 FOOT THICK LAYER OF
 GY1506'ROCK IN A LAYERED ROCK CUT, 22 FEET NORTHWEST OF THE CENTER
 GY1506'LINE OF HIGHWAY, 10 FEET SOUTHWEST OF THE NORTHEAST END OF
 GY1506'LAYER OF ROCK, 3.5 FEET ABOVE LEVEL OF HIGHWAY.
 GY1506
 GY1506                          STATION RECOVERY (2001)
 GY1506
 GY1506'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1489 ***********************************************************************
 GY1489  DESIGNATION -  F 284
 GY1489  PID         -  GY1489
 GY1489  STATE/COUNTY-  KY/FLOYD
 GY1489  USGS QUAD   -  IVYTON (1992)
 GY1489
 GY1489                         *CURRENT SURVEY CONTROL
 GY1489  ___________________________________________________________________
 GY1489* NAD 83(1986)-  37 39 09.     (N)    082 52 52.     (W)     SCALED    
 GY1489* NAVD 88     -       207.202  (meters)     679.80   (feet)  ADJUSTED  
 GY1489  ___________________________________________________________________
 GY1489  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GY1489  DYNAMIC HT  -         207.044 (meters)     679.28  (feet)  COMP
 GY1489  MODELED GRAV-     979,861.0   (mgal)                       NAVD 88
 GY1489
 GY1489  VERT ORDER  -  SECOND    CLASS 0
 GY1489
 GY1489.The horizontal coordinates were scaled from a topographic map and have
 GY1489.an estimated accuracy of +/- 6 seconds.
 GY1489
 GY1489.The orthometric height was determined by differential leveling
 GY1489.and adjusted by the National Geodetic Survey in June 1991..
 GY1489
 GY1489.The geoid height was determined by GEOID03.
 GY1489
 GY1489.The dynamic height is computed by dividing the NAVD 88
 GY1489.geopotential number by the normal gravity value computed on the
 GY1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1489.degrees latitude (g = 980.6199 gals.).
 GY1489
 GY1489.The modeled gravity was interpolated from observed gravity values.
 GY1489
 GY1489;                    North         East    Units  Estimated Accuracy
 GY1489;SPC KY1Z     - 1,150,300.    1,753,100.      MT  (+/- 180 meters Scaled)
 GY1489
 GY1489                          SUPERSEDED SURVEY CONTROL
 GY1489
 GY1489  NGVD 29 (??/??/92)  207.397  (m)          680.43   (f) ADJ UNCH    2 0
 GY1489
 GY1489.Superseded values are not recommended for survey control.
 GY1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1489.See file dsdata.txt to determine how the superseded data were derived.
 GY1489
 GY1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB340689(NAD 83)
 GY1489_MARKER: DB = BENCH MARK DISK
 GY1489_SETTING: 66 = SET IN ROCK OUTCROP
 GY1489_SP_SET: ROCK OUTCROP
 GY1489_STAMPING: F 284 1952 680.435
 GY1489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1489+STABILITY: POSITION/ELEVATION WELL
 GY1489
 GY1489  HISTORY     - Date     Condition        Report By
 GY1489  HISTORY     - 1952     MONUMENTED       CGS
 GY1489  HISTORY     - 1955     GOOD             NGS
 GY1489
 GY1489                          STATION DESCRIPTION
 GY1489
 GY1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1489'1.5 MI NW FROM DOTSON.
 GY1489'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 114 FROM THE PENTECOSTAL
 GY1489'CHURCH AT DOTSON, 0.6 MILE NORTHWEST OF A ROAD WEST ALONG ROUGH
 GY1489'AND TOUGH CREEK, SET VERTICALLY IN THE SOUTHWEST FACE OF A SANDSTONE
 GY1489'OUTCROP ABOUT 10 BY 12 FEET AND 8 FEET HIGH, 125 FEET WEST OF
 GY1489'A LARGE PROMINENT BOULDER ABOUT 25 FEET IN DIAMETER AND ABOUT
 GY1489'30 FEET HIGH, 40 FEET NORTH OF CENTER LINE OF HIGHWAY, 45 FEET
 GY1489'EAST NORTHEAST OF EAST END OF NORTH HEAD WALL OF AN 18-INCH
 GY1489'PIPE CULVERT, 20 FEET NORTHEAST OF CENTER OF DIM DRIVE NORTHWEST
 GY1489'TO AN OLD ABANDONED HOUSE SITE, 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2343 ***********************************************************************
 GY2343  DESIGNATION -  F 285
 GY2343  PID         -  GY2343
 GY2343  STATE/COUNTY-  KY/LESLIE
 GY2343  USGS QUAD   -  HYDEN EAST (1980)
 GY2343
 GY2343                         *CURRENT SURVEY CONTROL
 GY2343  ___________________________________________________________________
 GY2343* NAD 83(1986)-  37 08 11.     (N)    083 22 18.     (W)     SCALED    
 GY2343* NAVD 88     -       262.688  (meters)     861.84   (feet)  ADJUSTED  
 GY2343  ___________________________________________________________________
 GY2343  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GY2343  DYNAMIC HT  -         262.478 (meters)     861.15  (feet)  COMP
 GY2343  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 GY2343
 GY2343  VERT ORDER  -  SECOND    CLASS 0
 GY2343
 GY2343.The horizontal coordinates were scaled from a topographic map and have
 GY2343.an estimated accuracy of +/- 6 seconds.
 GY2343
 GY2343.The orthometric height was determined by differential leveling
 GY2343.and adjusted by the National Geodetic Survey in June 1991..
 GY2343
 GY2343.The geoid height was determined by GEOID03.
 GY2343
 GY2343.The dynamic height is computed by dividing the NAVD 88
 GY2343.geopotential number by the normal gravity value computed on the
 GY2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2343.degrees latitude (g = 980.6199 gals.).
 GY2343
 GY2343.The modeled gravity was interpolated from observed gravity values.
 GY2343
 GY2343;                    North         East    Units  Estimated Accuracy
 GY2343;SPC KY1Z     - 1,091,820.    1,711,300.      MT  (+/- 180 meters Scaled)
 GY2343
 GY2343                          SUPERSEDED SURVEY CONTROL
 GY2343
 GY2343  NGVD 29 (??/??/92)  262.85   (m)          862.4    (f) COMPUTED    2 0
 GY2343
 GY2343.Superseded values are not recommended for survey control.
 GY2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2343.See file dsdata.txt to determine how the superseded data were derived.
 GY2343
 GY2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB893126(NAD 83)
 GY2343_MARKER: DB = BENCH MARK DISK
 GY2343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2343_SP_SET: CULVERT
 GY2343_STAMPING: F 285 1952 862.383
 GY2343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2343+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1996
 GY2343
 GY2343  HISTORY     - Date     Condition        Report By
 GY2343  HISTORY     - 1952     MONUMENTED       CGS
 GY2343  HISTORY     - 1956     GOOD             NGS
 GY2343  HISTORY     - 19940610 GOOD             KYDT
 GY2343  HISTORY     - 19960626 GOOD             KYDT
 GY2343
 GY2343                          STATION DESCRIPTION
 GY2343
 GY2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2343'2.6 MI S FROM HYDEN.
 GY2343'ABOUT 2.55 MILES SOUTH ALONG U.S. HIGHWAY 421 FROM THE COURT
 GY2343'HOUSE AT HYDEN, ABOUT 0.9 MILE NORTH OF A 45-FOOT CONCRETE CULVERT
 GY2343'OVER MUNSEY CREEK, ABOUT 40 YARDS NORTHWEST AND ACROSS HIGHWAY
 GY2343'FROM POWER POLE NO. 411-2, AT THE JUNCTION OF A TRAIL LEADING
 GY2343'NORTH-NORTHEAST AND DOWNHILL TO THE MIDDLE FORK OF KENTUCKY RIVER,
 GY2343'IN THE TOP OF THE WEST END OF RIGHT ANGLE SHAPED CONCRETE CATCH
 GY2343'BASIN FOR A 24-INCH PIPE CULVERT, 18 1/2 FEET WEST OF CENTER LINE
 GY2343'OF HIGHWAY AT CENTER OF JUNCTION AND ABOUT LEVEL WITH HIGHWAY.
 GY2343
 GY2343                          STATION RECOVERY (1956)
 GY2343
 GY2343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2343'RECOVERED IN GOOD CONDITION.
 GY2343
 GY2343                          STATION RECOVERY (1994)
 GY2343
 GY2343'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY2343'MARK IS 3 FEET WEST-NORTHWEST OF CONGESTED AREA SIGN AND POST.
 GY2343
 GY2343                          STATION RECOVERY (1996)
 GY2343
 GY2343'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2343'MARK IS 3 FEET WEST-NORTHWEST OF A CONGESTED AREA SIGN AND POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2368 ***********************************************************************
 GY2368  DESIGNATION -  F 286
 GY2368  PID         -  GY2368
 GY2368  STATE/COUNTY-  KY/LESLIE
 GY2368  USGS QUAD   -  CUTSHIN (1980)
 GY2368
 GY2368                         *CURRENT SURVEY CONTROL
 GY2368  ___________________________________________________________________
 GY2368* NAD 83(1986)-  37 02 42.     (N)    083 16 26.     (W)     SCALED    
 GY2368* NAVD 88     -       535.221  (meters)    1755.97   (feet)  ADJUSTED  
 GY2368  ___________________________________________________________________
 GY2368  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GY2368  DYNAMIC HT  -         534.781 (meters)    1754.53  (feet)  COMP
 GY2368  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 GY2368
 GY2368  VERT ORDER  -  SECOND    CLASS 0
 GY2368
 GY2368.The horizontal coordinates were scaled from a topographic map and have
 GY2368.an estimated accuracy of +/- 6 seconds.
 GY2368
 GY2368.The orthometric height was determined by differential leveling
 GY2368.and adjusted by the National Geodetic Survey in June 1991..
 GY2368
 GY2368.The geoid height was determined by GEOID03.
 GY2368
 GY2368.The dynamic height is computed by dividing the NAVD 88
 GY2368.geopotential number by the normal gravity value computed on the
 GY2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2368.degrees latitude (g = 980.6199 gals.).
 GY2368
 GY2368.The modeled gravity was interpolated from observed gravity values.
 GY2368
 GY2368;                    North         East    Units  Estimated Accuracy
 GY2368;SPC KY1Z     - 1,081,910.    1,720,250.      MT  (+/- 180 meters Scaled)
 GY2368
 GY2368                          SUPERSEDED SURVEY CONTROL
 GY2368
 GY2368  NGVD 29 (??/??/92)  535.378  (m)         1756.49   (f) ADJ UNCH    2 0
 GY2368
 GY2368.Superseded values are not recommended for survey control.
 GY2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2368.See file dsdata.txt to determine how the superseded data were derived.
 GY2368
 GY2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB977022(NAD 83)
 GY2368_MARKER: DB = BENCH MARK DISK
 GY2368_SETTING: 66 = SET IN ROCK OUTCROP
 GY2368_SP_SET: ROCK OUTCROP
 GY2368_STAMPING: F 286 1952 1756.486
 GY2368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2368+STABILITY: POSITION/ELEVATION WELL
 GY2368
 GY2368  HISTORY     - Date     Condition        Report By
 GY2368  HISTORY     - 1952     MONUMENTED       CGS
 GY2368  HISTORY     - 1956     GOOD             NGS
 GY2368
 GY2368                          STATION DESCRIPTION
 GY2368
 GY2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2368'0.8 MI S FROM CAUSEY.
 GY2368'ABOUT 0.5 MILE SOUTHEAST ALONG A ROUGH ROAD FROM BAKERS FORK
 GY2368'SCHOOL AT CAUSEY, THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A TRAIL
 GY2368'LEADING FROM GRASSY BRANCH ACROSS RIDGE INTO MOTTS HOLLOW, ABOUT
 GY2368'0.25 SOUTH AND UPHILL FROM GROSS RESIDENCE, ABOUT 0.25 MILE
 GY2368'NORTH OF TOP OF RIDGE, SET VERTICALLY IN THE EAST FACE OF AN
 GY2368'OUTCROP OF ROCK WITH SMALL ROCKS PILES ON TOP OF OUTCROP, 12 FEET
 GY2368'WEST OF CENTER LINE OF TRAIL, ABOUT 1 FOOT ABOVE GROUND AND ABOUT
 GY2368'3 FEET ABOVE TRAIL.
 GY2368
 GY2368                          STATION RECOVERY (1956)
 GY2368
 GY2368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2307 ***********************************************************************
 GY2307  DESIGNATION -  F 287 SHANK
 GY2307  PID         -  GY2307
 GY2307  STATE/COUNTY-  KY/LESLIE
 GY2307  USGS QUAD   -  LEATHERWOOD (1954)
 GY2307
 GY2307                         *CURRENT SURVEY CONTROL
 GY2307  ___________________________________________________________________
 GY2307* NAD 83(1986)-  37 02 07.     (N)    083 12 16.     (W)     SCALED    
 GY2307* NAVD 88     -       465.385  (meters)    1526.85   (feet)  ADJUSTED  
 GY2307  ___________________________________________________________________
 GY2307  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GY2307  DYNAMIC HT  -         464.990 (meters)    1525.55  (feet)  COMP
 GY2307  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GY2307
 GY2307  VERT ORDER  -  SECOND    CLASS 0
 GY2307
 GY2307.The horizontal coordinates were scaled from a topographic map and have
 GY2307.an estimated accuracy of +/- 6 seconds.
 GY2307
 GY2307.The orthometric height was determined by differential leveling
 GY2307.and adjusted by the National Geodetic Survey in June 1991..
 GY2307
 GY2307.The geoid height was determined by GEOID03.
 GY2307
 GY2307.The dynamic height is computed by dividing the NAVD 88
 GY2307.geopotential number by the normal gravity value computed on the
 GY2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2307.degrees latitude (g = 980.6199 gals.).
 GY2307
 GY2307.The modeled gravity was interpolated from observed gravity values.
 GY2307
 GY2307;                    North         East    Units  Estimated Accuracy
 GY2307;SPC KY1Z     - 1,080,990.    1,726,450.      MT  (+/- 180 meters Scaled)
 GY2307
 GY2307                          SUPERSEDED SURVEY CONTROL
 GY2307
 GY2307  NGVD 29 (??/??/92)  465.52   (m)         1527.3    (f) COMPUTED    2 0
 GY2307
 GY2307.Superseded values are not recommended for survey control.
 GY2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2307.See file dsdata.txt to determine how the superseded data were derived.
 GY2307
 GY2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB039010(NAD 83)
 GY2307_MARKER: Z = SEE DESCRIPTION
 GY2307_SETTING: 66 = SET IN ROCK OUTCROP
 GY2307_SP_SET: ROCK OUTCROP
 GY2307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2307+STABILITY: POSITION/ELEVATION WELL
 GY2307
 GY2307  HISTORY     - Date     Condition        Report By
 GY2307  HISTORY     - UNK      MONUMENTED       CGS
 GY2307  HISTORY     - 1952     GOOD             NGS
 GY2307  HISTORY     - 1956     GOOD             NGS
 GY2307
 GY2307                          STATION DESCRIPTION
 GY2307
 GY2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY2307'3.2 MI SE FROM YEADDISS.
 GY2307'ABOUT 3.15 MILES SOUTHEAST ALONG STATE HIGHWAY 699 FROM THE
 GY2307'POST OFFICE AT YEADDISS, ABOUT 1.4 MILES NORTHWEST OF JUNCTION
 GY2307'OF STATE HIGHWAY 448 AND THE PERRY-LESLIE COUNTY LINE, IN THE TOP
 GY2307'OF RIDGE OF A LARGE MOSTLY BURIED ROCK OUTCROP THE RIDGE WHICH
 GY2307'PARALLELS THE HIGHWAY, 27 FEET SOUTHWEST OF CENTER LINE OF
 GY2307'HIGHWAY, 4 1/2 FEET SOUTHEAST OF NORTHWEST END AND HIGHEST
 GY2307'POINT OF ROCK, AND ABOUT LEVEL WITH HIGHWAY.  ROCK IS ABOUT 20
 GY2307'FEET LONG AND ABOUT 8 FEET WIDE AND MAY EXTEND UNDER PART OF
 GY2307'NEW HIGHWAY GRADE.  DISK HAD BEEN DESTROYED WHEN LEVELING WAS
 GY2307'EXTENDED TO MARK.  THE SHANK PORTION OF THE DISK REMAINS AT
 GY2307'DESCRIBED LOCATION AND THIS POINT WAS LEVELED TO.
 GY2307
 GY2307                          STATION RECOVERY (1956)
 GY2307
 GY2307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2078 ***********************************************************************
 GY2078  DESIGNATION -  F 288
 GY2078  PID         -  GY2078
 GY2078  STATE/COUNTY-  KY/BREATHITT
 GY2078  USGS QUAD   -  HADDIX (1972)
 GY2078
 GY2078                         *CURRENT SURVEY CONTROL
 GY2078  ___________________________________________________________________
 GY2078* NAD 83(1986)-  37 27 26.     (N)    083 15 52.     (W)     SCALED    
 GY2078* NAVD 88     -       237.349  (meters)     778.70   (feet)  ADJUSTED  
 GY2078  ___________________________________________________________________
 GY2078  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GY2078  DYNAMIC HT  -         237.167 (meters)     778.11  (feet)  COMP
 GY2078  MODELED GRAV-     979,861.0   (mgal)                       NAVD 88
 GY2078
 GY2078  VERT ORDER  -  SECOND    CLASS 0
 GY2078
 GY2078.The horizontal coordinates were scaled from a topographic map and have
 GY2078.an estimated accuracy of +/- 6 seconds.
 GY2078
 GY2078.The orthometric height was determined by differential leveling
 GY2078.and adjusted by the National Geodetic Survey in June 1991..
 GY2078
 GY2078.The geoid height was determined by GEOID03.
 GY2078
 GY2078.The dynamic height is computed by dividing the NAVD 88
 GY2078.geopotential number by the normal gravity value computed on the
 GY2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2078.degrees latitude (g = 980.6199 gals.).
 GY2078
 GY2078.The modeled gravity was interpolated from observed gravity values.
 GY2078
 GY2078;                    North         East    Units  Estimated Accuracy
 GY2078;SPC KY1Z     - 1,127,660.    1,719,870.      MT  (+/- 180 meters Scaled)
 GY2078
 GY2078                          SUPERSEDED SURVEY CONTROL
 GY2078
 GY2078  NGVD 29 (??/??/92)  237.512  (m)          779.24   (f) ADJ UNCH    2 0
 GY2078
 GY2078.Superseded values are not recommended for survey control.
 GY2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2078.See file dsdata.txt to determine how the superseded data were derived.
 GY2078
 GY2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB997480(NAD 83)
 GY2078_MARKER: DB = BENCH MARK DISK
 GY2078_SETTING: 66 = SET IN ROCK OUTCROP
 GY2078_SP_SET: ROCK CUT
 GY2078_STAMPING: F 288 1952 779.237
 GY2078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2078+STABILITY: POSITION/ELEVATION WELL
 GY2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2078+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1996
 GY2078
 GY2078  HISTORY     - Date     Condition        Report By
 GY2078  HISTORY     - 1952     MONUMENTED       CGS
 GY2078  HISTORY     - 1956     GOOD             NGS
 GY2078  HISTORY     - 19960410 GOOD             KYDT
 GY2078
 GY2078                          STATION DESCRIPTION
 GY2078
 GY2078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2078'AT HARDSHELL.
 GY2078'AT HARDSHELL, SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE
 GY2078'FOUNDATION OF CANEY SCHOOL, A TAN BRICK BUILDING, 175 FEET SOUTH
 GY2078'OF THE CENTER LINE OF STATE HIGHWAY 15, AT THE NORTHWEST CORNER
 GY2078'OF BUILDING, 2 FEET EAST OF CORNER AND 1.5 FEET ABOVE THE GROUND.
 GY2078
 GY2078                          STATION RECOVERY (1996)
 GY2078
 GY2078'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2078'ROAD NOW KY 486.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2291 ***********************************************************************
 GY2291  DESIGNATION -  F 289
 GY2291  PID         -  GY2291
 GY2291  STATE/COUNTY-  KY/LETCHER
 GY2291  USGS QUAD   -  TILFORD (1976)
 GY2291
 GY2291                         *CURRENT SURVEY CONTROL
 GY2291  ___________________________________________________________________
 GY2291* NAD 83(1986)-  37 00 54.     (N)    083 02 57.     (W)     SCALED    
 GY2291* NAVD 88     -       533.823  (meters)    1751.38   (feet)  ADJUSTED  
 GY2291  ___________________________________________________________________
 GY2291  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GY2291  DYNAMIC HT  -         533.373 (meters)    1749.91  (feet)  COMP
 GY2291  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 GY2291
 GY2291  VERT ORDER  -  SECOND    CLASS 0
 GY2291
 GY2291.The horizontal coordinates were scaled from a topographic map and have
 GY2291.an estimated accuracy of +/- 6 seconds.
 GY2291
 GY2291.The orthometric height was determined by differential leveling
 GY2291.and adjusted by the National Geodetic Survey in June 1991..
 GY2291
 GY2291.The geoid height was determined by GEOID03.
 GY2291
 GY2291.The dynamic height is computed by dividing the NAVD 88
 GY2291.geopotential number by the normal gravity value computed on the
 GY2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2291.degrees latitude (g = 980.6199 gals.).
 GY2291
 GY2291.The modeled gravity was interpolated from observed gravity values.
 GY2291
 GY2291;                    North         East    Units  Estimated Accuracy
 GY2291;SPC KY1Z     - 1,079,130.    1,740,330.      MT  (+/- 180 meters Scaled)
 GY2291
 GY2291                          SUPERSEDED SURVEY CONTROL
 GY2291
 GY2291  NGVD 29 (??/??/92)  533.959  (m)         1751.83   (f) ADJ UNCH    2 0
 GY2291
 GY2291.Superseded values are not recommended for survey control.
 GY2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2291.See file dsdata.txt to determine how the superseded data were derived.
 GY2291
 GY2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA176984(NAD 83)
 GY2291_MARKER: DB = BENCH MARK DISK
 GY2291_SETTING: 66 = SET IN ROCK OUTCROP
 GY2291_SP_SET: ROCK CUT
 GY2291_STAMPING: F 389 1952 1308.869
 GY2291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2291+STABILITY: POSITION/ELEVATION WELL
 GY2291
 GY2291  HISTORY     - Date     Condition        Report By
 GY2291  HISTORY     - 1952     MONUMENTED       CGS
 GY2291  HISTORY     - 1975     GOOD             LOCENG
 GY2291
 GY2291                          STATION DESCRIPTION
 GY2291
 GY2291'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2291'2.4 MI N FROM GORDON.
 GY2291'ABOUT 2.45 MILES NORTH ALONG STATE HIGHWAY 463 FROM THE POST
 GY2291'OFFICE AND JUNCTION OF STATE HIGHWAY 160 AT GORDON, ABOUT 0.85
 GY2291'MILE SOUTH OF TOP OF A GRADE AND LETCHER-PERRY COUNTY LINE, AT
 GY2291'A THRU CUT, 24 FEET NORTH OF CENTER LINE OF HIGHWAY AND ON THE
 GY2291'OUTSIDE OF THE LOWER PART OF A SHARP S CURVE, SET VERTICALLY
 GY2291'IN THE SOUTH FACE OF ROCK CUT NEAR CENTER OF CUT, 19 FEET WEST OF
 GY2291'WEST END OF A VERY LARGE SOLID RUSTY LOOKING ROCK IN CUT AND ABOUT
 GY2291'2 FEET ABOVE LEVEL OF HIGHWAY.
 GY2291
 GY2291                          STATION RECOVERY (1975)
 GY2291
 GY2291'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 GY2291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0561 ***********************************************************************
 HZ0561  DESIGNATION -  F 29
 HZ0561  PID         -  HZ0561
 HZ0561  STATE/COUNTY-  KY/GALLATIN
 HZ0561  USGS QUAD   -  FLORENCE (1994)
 HZ0561
 HZ0561                         *CURRENT SURVEY CONTROL
 HZ0561  ___________________________________________________________________
 HZ0561* NAD 83(1986)-  38 46 39.     (N)    084 53 55.     (W)     SCALED    
 HZ0561* NAVD 88     -       147.580  (meters)     484.19   (feet)  ADJUSTED  
 HZ0561  ___________________________________________________________________
 HZ0561  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0561  DYNAMIC HT  -         147.487 (meters)     483.88  (feet)  COMP
 HZ0561  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 HZ0561
 HZ0561  VERT ORDER  -  SECOND    CLASS 0
 HZ0561
 HZ0561.The horizontal coordinates were scaled from a topographic map and have
 HZ0561.an estimated accuracy of +/- 6 seconds.
 HZ0561
 HZ0561.The orthometric height was determined by differential leveling
 HZ0561.and adjusted by the National Geodetic Survey in June 1991..
 HZ0561
 HZ0561.The geoid height was determined by GEOID03.
 HZ0561
 HZ0561.The dynamic height is computed by dividing the NAVD 88
 HZ0561.geopotential number by the normal gravity value computed on the
 HZ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0561.degrees latitude (g = 980.6199 gals.).
 HZ0561
 HZ0561.The modeled gravity was interpolated from observed gravity values.
 HZ0561
 HZ0561;                    North         East    Units  Estimated Accuracy
 HZ0561;SPC KY1Z     - 1,271,610.    1,573,980.      MT  (+/- 180 meters Scaled)
 HZ0561
 HZ0561                          SUPERSEDED SURVEY CONTROL
 HZ0561
 HZ0561  NGVD 29 (??/??/92)  147.773  (m)          484.82   (f) ADJ UNCH    2 0
 HZ0561
 HZ0561.Superseded values are not recommended for survey control.
 HZ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0561.See file dsdata.txt to determine how the superseded data were derived.
 HZ0561
 HZ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH825941(NAD 83)
 HZ0561_MARKER: DB = BENCH MARK DISK
 HZ0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0561_STAMPING: F 29 1934
 HZ0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0561+STABILITY: SURFACE MOTION
 HZ0561
 HZ0561  HISTORY     - Date     Condition        Report By
 HZ0561  HISTORY     - 1934     MONUMENTED       CGS
 HZ0561  HISTORY     - 1964     GOOD             NGS
 HZ0561  HISTORY     - 1989     GOOD             USPSQD
 HZ0561  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 HZ0561  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 HZ0561
 HZ0561                          STATION DESCRIPTION
 HZ0561
 HZ0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0561'AT WARSAW.
 HZ0561'AT WARSAW, GALLATIN COUNTY, ON STATE HIGHWAY 35, 0.5 MILE SOUTH
 HZ0561'OF THE COURTHOUSE, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 HZ0561'96 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A YELLOW BRICK
 HZ0561'HOUSE, 22 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE NO. GA 258, 13
 HZ0561'FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF A MACADAM
 HZ0561'DRIVEWAY AND 2 FEET NORTHWEST OF A WATER METER.  THE MONUMENT
 HZ0561'IS 6 INCHES UNDERGROUND AND THE DISK IS STAMPED F 29 1934.
 HZ0561
 HZ0561                          STATION RECOVERY (1989)
 HZ0561
 HZ0561'RECOVERY NOTE BY US POWER SQUADRON 1989 (FK)
 HZ0561'RECOVERED IN GOOD CONDITION.
 HZ0561
 HZ0561                          STATION RECOVERY (1990)
 HZ0561
 HZ0561'RECOVERY NOTE BY US POWER SQUADRON 1990 (BA)
 HZ0561'MARK NOT FOUND.
 HZ0561
 HZ0561                          STATION RECOVERY (1998)
 HZ0561
 HZ0561'RECOVERY NOTE BY US POWER SQUADRON 1998
 HZ0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1723 ***********************************************************************
 GA1723  DESIGNATION -  F 290
 GA1723  PID         -  GA1723
 GA1723  STATE/COUNTY-  KY/LETCHER
 GA1723  USGS QUAD   -  LOUELLEN (1982)
 GA1723
 GA1723                         *CURRENT SURVEY CONTROL
 GA1723  ___________________________________________________________________
 GA1723* NAD 83(1986)-  36 59 32.     (N)    083 01 26.     (W)     SCALED    
 GA1723* NAVD 88     -       398.814  (meters)    1308.44   (feet)  ADJUSTED  
 GA1723  ___________________________________________________________________
 GA1723  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA1723  DYNAMIC HT  -         398.473 (meters)    1307.32  (feet)  COMP
 GA1723  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 GA1723
 GA1723  VERT ORDER  -  SECOND    CLASS 0
 GA1723
 GA1723.The horizontal coordinates were scaled from a topographic map and have
 GA1723.an estimated accuracy of +/- 6 seconds.
 GA1723
 GA1723.The orthometric height was determined by differential leveling
 GA1723.and adjusted by the National Geodetic Survey in June 1991..
 GA1723
 GA1723.The geoid height was determined by GEOID03.
 GA1723
 GA1723.The dynamic height is computed by dividing the NAVD 88
 GA1723.geopotential number by the normal gravity value computed on the
 GA1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1723.degrees latitude (g = 980.6199 gals.).
 GA1723
 GA1723.The modeled gravity was interpolated from observed gravity values.
 GA1723
 GA1723;                    North         East    Units  Estimated Accuracy
 GA1723;SPC KY1Z     - 1,076,670.    1,742,650.      MT  (+/- 180 meters Scaled)
 GA1723
 GA1723                          SUPERSEDED SURVEY CONTROL
 GA1723
 GA1723  NGVD 29 (??/??/92)  398.944  (m)         1308.87   (f) ADJ UNCH    2 0
 GA1723
 GA1723.Superseded values are not recommended for survey control.
 GA1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1723.See file dsdata.txt to determine how the superseded data were derived.
 GA1723
 GA1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA198959(NAD 83)
 GA1723_MARKER: DB = BENCH MARK DISK
 GA1723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1723_SP_SET: ABUTMENT
 GA1723_STAMPING: F 290 1952 1308.869
 GA1723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1723
 GA1723  HISTORY     - Date     Condition        Report By
 GA1723  HISTORY     - 1952     MONUMENTED       CGS
 GA1723  HISTORY     - 1956     GOOD             NGS
 GA1723
 GA1723                          STATION DESCRIPTION
 GA1723
 GA1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1723'AT GORDON.
 GA1723'AT GORDON, AT THE JUNCTION OF STATE HIGHWAYS 160 AND 463, JUST
 GA1723'SOUTHEAST OF THE POST OFFICE, IN THE TOP OF THE NORTHEAST END OF
 GA1723'THE NORTHWEST ABUTMENT OF A 100-FOOT CONCRETE BRIDGE OVER LINE
 GA1723'FORK, 14 FEET NORTHEAST OF CENTER LINE OF HIGHWAY 160, 93 FEET
 GA1723'SOUTHEAST OF CENTER OF JUNCTION AND ABOUT LEVEL WITH HIGHWAY.
 GA1723
 GA1723                          STATION RECOVERY (1956)
 GA1723
 GA1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1396 ***********************************************************************
 GY1396  DESIGNATION -  F 292
 GY1396  PID         -  GY1396
 GY1396  STATE/COUNTY-  KY/JOHNSON
 GY1396  USGS QUAD   -  PAINTSVILLE (1992)
 GY1396
 GY1396                         *CURRENT SURVEY CONTROL
 GY1396  ___________________________________________________________________
 GY1396* NAD 83(1986)-  37 51 31.     (N)    082 51 35.     (W)     SCALED    
 GY1396* NAVD 88     -       196.137  (meters)     643.49   (feet)  ADJUSTED  
 GY1396  ___________________________________________________________________
 GY1396  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 GY1396  DYNAMIC HT  -         195.992 (meters)     643.02  (feet)  COMP
 GY1396  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 GY1396
 GY1396  VERT ORDER  -  SECOND    CLASS 0
 GY1396
 GY1396.The horizontal coordinates were scaled from a topographic map and have
 GY1396.an estimated accuracy of +/- 6 seconds.
 GY1396
 GY1396.The orthometric height was determined by differential leveling
 GY1396.and adjusted by the National Geodetic Survey in June 1991..
 GY1396
 GY1396.The geoid height was determined by GEOID03.
 GY1396
 GY1396.The dynamic height is computed by dividing the NAVD 88
 GY1396.geopotential number by the normal gravity value computed on the
 GY1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1396.degrees latitude (g = 980.6199 gals.).
 GY1396
 GY1396.The modeled gravity was interpolated from observed gravity values.
 GY1396
 GY1396;                    North         East    Units  Estimated Accuracy
 GY1396;SPC KY1Z     - 1,173,220.    1,754,280.      MT  (+/- 180 meters Scaled)
 GY1396
 GY1396                          SUPERSEDED SURVEY CONTROL
 GY1396
 GY1396  NGVD 29 (??/??/92)  196.338  (m)          644.15   (f) ADJ UNCH    2 0
 GY1396
 GY1396.Superseded values are not recommended for survey control.
 GY1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1396.See file dsdata.txt to determine how the superseded data were derived.
 GY1396
 GY1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB364917(NAD 83)
 GY1396_MARKER: DB = BENCH MARK DISK
 GY1396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1396_SP_SET: CULVERT
 GY1396_STAMPING: F 292 1952 644.152
 GY1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1396+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GY1396
 GY1396  HISTORY     - Date     Condition        Report By
 GY1396  HISTORY     - 1952     MONUMENTED       CGS
 GY1396  HISTORY     - 1955     GOOD             NGS
 GY1396  HISTORY     - 20020806 GOOD             KYDT
 GY1396
 GY1396                          STATION DESCRIPTION
 GY1396
 GY1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1396'1.8 MI N FROM STAFFORDSVILLE.
 GY1396'1.85 MILES NORTH ALONG STATE HIGHWAY 172 FROM THE JUNCTION OF
 GY1396'U.S. HIGHWAY 460 AT THE WEST EDGE OF STAFFORDSVILLE, AT THE
 GY1396'JUNCTION OF A ROAD NORTH, IN THE TOP OF THE SOUTHEAST END OF THE
 GY1396'SOUTHWEST CONCRETE HEAD WALL OF A 15-FOOT CONCRETE CULVERT WITH
 GY1396'PARTITION, 13 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 30 FEET
 GY1396'WEST OF THE CENTER OF JUNCTION, 1 FOOT ABOVE LEVEL OF HIGHWAY.
 GY1396
 GY1396                          STATION RECOVERY (2002)
 GY1396
 GY1396'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY1396'MARK IS NOW LEVEL WITH ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1878 ***********************************************************************
 GY1878  DESIGNATION -  F 293
 GY1878  PID         -  GY1878
 GY1878  STATE/COUNTY-  KY/MAGOFFIN
 GY1878  USGS QUAD   -  SALYERSVILLE NORTH (1992)
 GY1878
 GY1878                         *CURRENT SURVEY CONTROL
 GY1878  ___________________________________________________________________
 GY1878* NAD 83(1986)-  37 49 36.     (N)    083 00 40.     (W)     SCALED    
 GY1878* NAVD 88     -       260.851  (meters)     855.81   (feet)  ADJUSTED  
 GY1878  ___________________________________________________________________
 GY1878  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GY1878  DYNAMIC HT  -         260.654 (meters)     855.16  (feet)  COMP
 GY1878  MODELED GRAV-     979,869.3   (mgal)                       NAVD 88
 GY1878
 GY1878  VERT ORDER  -  SECOND    CLASS 0
 GY1878
 GY1878.The horizontal coordinates were scaled from a topographic map and have
 GY1878.an estimated accuracy of +/- 6 seconds.
 GY1878
 GY1878.The orthometric height was determined by differential leveling
 GY1878.and adjusted by the National Geodetic Survey in June 1991..
 GY1878
 GY1878.The geoid height was determined by GEOID03.
 GY1878
 GY1878.The dynamic height is computed by dividing the NAVD 88
 GY1878.geopotential number by the normal gravity value computed on the
 GY1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1878.degrees latitude (g = 980.6199 gals.).
 GY1878
 GY1878.The modeled gravity was interpolated from observed gravity values.
 GY1878
 GY1878;                    North         East    Units  Estimated Accuracy
 GY1878;SPC KY1Z     - 1,169,270.    1,741,070.      MT  (+/- 180 meters Scaled)
 GY1878
 GY1878                          SUPERSEDED SURVEY CONTROL
 GY1878
 GY1878  NGVD 29 (??/??/92)  261.042  (m)          856.44   (f) ADJ UNCH    2 0
 GY1878
 GY1878.Superseded values are not recommended for survey control.
 GY1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1878.See file dsdata.txt to determine how the superseded data were derived.
 GY1878
 GY1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB230884(NAD 83)
 GY1878_MARKER: DB = BENCH MARK DISK
 GY1878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1878_SP_SET: BRIDGE
 GY1878_STAMPING: F 293 1952 856.435
 GY1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1878+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1999
 GY1878
 GY1878  HISTORY     - Date     Condition        Report By
 GY1878  HISTORY     - 1952     MONUMENTED       CGS
 GY1878  HISTORY     - 1955     GOOD             NGS
 GY1878  HISTORY     - 19990319 GOOD             KYDT
 GY1878
 GY1878                          STATION DESCRIPTION
 GY1878
 GY1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1878'AT WHEELERSBURG.
 GY1878'AT WHEELERSBURG, AT THE ROAD JUNCTION AND POST OFFICE, SET IN
 GY1878'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A
 GY1878'36-FOOT BRIDGE UNDER ROAD LEADING NORTHEAST, 21 FEET NORTHEAST
 GY1878'OF CENTER OF ROAD, 12 FEET SOUTHEAST OF CENTER OF ROAD NORTHEAST,
 GY1878'100 FEET NORTHEAST AND ACROSS ROAD FROM THE NORTHEAST CORNER OF
 GY1878'POST OFFICE AND ABOUT LEVEL WITH ROAD NORTHEAST.
 GY1878
 GY1878                          STATION RECOVERY (1999)
 GY1878
 GY1878'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1878'A NEW BRIDGE HAS BEEN BUILT ON UPSTREAM SIDE OF OLD BRIDGE AND IT'S
 GY1878'SOUTHWEST ABUTMENT WAS TIED INTO EXISTING ABUTMENT OF OLD BRIDGE WHICH
 GY1878'WILL REMAIN. MARK IS NOW 25 FEET NORTHEAST OF CENTERLINE OF KY 1081,
 GY1878'26 FEET NORTHWEST OF CENTERLINE OF AND ABOUT 1 FOOT BELOW KY 1487.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1608 ***********************************************************************
 GY1608  DESIGNATION -  F 294
 GY1608  PID         -  GY1608
 GY1608  STATE/COUNTY-  KY/PIKE
 GY1608  USGS QUAD   -  THOMAS (1992)
 GY1608
 GY1608                         *CURRENT SURVEY CONTROL
 GY1608  ___________________________________________________________________
 GY1608* NAD 83(1986)-  37 40 13.     (N)    082 35 42.     (W)     SCALED    
 GY1608* NAVD 88     -       203.935  (meters)     669.08   (feet)  ADJUSTED  
 GY1608  ___________________________________________________________________
 GY1608  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GY1608  DYNAMIC HT  -         203.784 (meters)     668.58  (feet)  COMP
 GY1608  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 GY1608
 GY1608  VERT ORDER  -  SECOND    CLASS 0
 GY1608
 GY1608.The horizontal coordinates were scaled from a topographic map and have
 GY1608.an estimated accuracy of +/- 6 seconds.
 GY1608
 GY1608.The orthometric height was determined by differential leveling
 GY1608.and adjusted by the National Geodetic Survey in June 1991..
 GY1608
 GY1608.The geoid height was determined by GEOID03.
 GY1608
 GY1608.The dynamic height is computed by dividing the NAVD 88
 GY1608.geopotential number by the normal gravity value computed on the
 GY1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1608.degrees latitude (g = 980.6199 gals.).
 GY1608
 GY1608.The modeled gravity was interpolated from observed gravity values.
 GY1608
 GY1608;                    North         East    Units  Estimated Accuracy
 GY1608;SPC KY1Z     - 1,153,080.    1,778,270.      MT  (+/- 180 meters Scaled)
 GY1608
 GY1608                          SUPERSEDED SURVEY CONTROL
 GY1608
 GY1608  NGVD 29 (??/??/92)  204.143  (m)          669.76   (f) ADJ UNCH    2 0
 GY1608
 GY1608.Superseded values are not recommended for survey control.
 GY1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1608.See file dsdata.txt to determine how the superseded data were derived.
 GY1608
 GY1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB593704(NAD 83)
 GY1608_MARKER: DB = BENCH MARK DISK
 GY1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1608_STAMPING: F 294 1952 669.759
 GY1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1608+STABILITY: SURFACE MOTION
 GY1608
 GY1608  HISTORY     - Date     Condition        Report By
 GY1608  HISTORY     - 1952     MONUMENTED       CGS
 GY1608  HISTORY     - 1956     POOR             NGS
 GY1608  HISTORY     - 20010612 MARK NOT FOUND   KYDT
 GY1608
 GY1608                          STATION DESCRIPTION
 GY1608
 GY1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1608'0.9 MI S FROM THOMAS.
 GY1608'0.9 MILE SOUTH ALONG A DIRT ROAD FROM BRIDGE OVER MOUTH OF
 GY1608'BRUSHY CREEK AND ROAD JUNCTION AT THOMAS, ABOUT 283 YARDS
 GY1608'SOUTHWEST OF CROSSING OF DRY WASH AND GROUP OF FARM BUILDINGS,
 GY1608'ABOUT 125 YARDS SOUTHWEST OF CROSSING OF POWER LINE AND POWER LINE
 GY1608'JUNCTION POLE, 274 FEET NORTHEAST OF A 4-FOOT BEECH TREE NORTHWEST
 GY1608'OF RD. AT POINT WHERE JOHNS CREEK FLOW AGAINST ROAD BANK, ON
 GY1608'INSIDE OF SLIGHT CURVE, 24 FEET SOUTHEAST OF THE CENTER OF ROAD,
 GY1608'3.5 FEET NORTHWEST OF A TWO-INCH EXPOSED PIPE LINE, 1.5 FEET
 GY1608'NORTHWEST OF FENCE LINE, ABOUT 5.5 FEET ABOVE LEVEL OF ROAD, IN
 GY1608'TOP OF A CONCRETE POST 1 INCH BELOW GROUND.
 GY1608
 GY1608                          STATION RECOVERY (2001)
 GY1608
 GY1608'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1586 ***********************************************************************
 GY1586  DESIGNATION -  F 295
 GY1586  PID         -  GY1586
 GY1586  STATE/COUNTY-  KY/PIKE
 GY1586  USGS QUAD   -  THOMAS (1992)
 GY1586
 GY1586                         *CURRENT SURVEY CONTROL
 GY1586  ___________________________________________________________________
 GY1586* NAD 83(1986)-  37 39 41.     (N)    082 32 57.     (W)     SCALED    
 GY1586* NAVD 88     -       215.551  (meters)     707.19   (feet)  ADJUSTED  
 GY1586  ___________________________________________________________________
 GY1586  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GY1586  DYNAMIC HT  -         215.391 (meters)     706.66  (feet)  COMP
 GY1586  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 GY1586
 GY1586  VERT ORDER  -  SECOND    CLASS 0
 GY1586
 GY1586.The horizontal coordinates were scaled from a topographic map and have
 GY1586.an estimated accuracy of +/- 6 seconds.
 GY1586
 GY1586.The orthometric height was determined by differential leveling
 GY1586.and adjusted by the National Geodetic Survey in June 1991..
 GY1586
 GY1586.The geoid height was determined by GEOID03.
 GY1586
 GY1586.The dynamic height is computed by dividing the NAVD 88
 GY1586.geopotential number by the normal gravity value computed on the
 GY1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1586.degrees latitude (g = 980.6199 gals.).
 GY1586
 GY1586.The modeled gravity was interpolated from observed gravity values.
 GY1586
 GY1586;                    North         East    Units  Estimated Accuracy
 GY1586;SPC KY1Z     - 1,152,230.    1,782,350.      MT  (+/- 180 meters Scaled)
 GY1586
 GY1586                          SUPERSEDED SURVEY CONTROL
 GY1586
 GY1586  NGVD 29 (??/??/92)  215.762  (m)          707.88   (f) ADJ UNCH    2 0
 GY1586
 GY1586.Superseded values are not recommended for survey control.
 GY1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1586.See file dsdata.txt to determine how the superseded data were derived.
 GY1586
 GY1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB633693(NAD 83)
 GY1586_MARKER: DB = BENCH MARK DISK
 GY1586_SETTING: 66 = SET IN ROCK OUTCROP
 GY1586_SP_SET: ROCK CUT
 GY1586_STAMPING: F 295 1952 707.879
 GY1586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1586+STABILITY: POSITION/ELEVATION WELL
 GY1586
 GY1586  HISTORY     - Date     Condition        Report By
 GY1586  HISTORY     - 1952     MONUMENTED       CGS
 GY1586  HISTORY     - 1956     GOOD             NGS
 GY1586
 GY1586                          STATION DESCRIPTION
 GY1586
 GY1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1586'3.3 MI SE FROM THOMAS.
 GY1586'3.3 MILES SOUTHEAST ALONG BRUSHY FORK ROAD FROM THE JUNCTION OF
 GY1586'JOHNS CREEK ROAD AT THOMAS, 0.3 MILE WEST OF WOODEN BRIDGE
 GY1586'OVER BILLY BRANCH, 36 YARDS EAST OF CROSSING OF PLANKHOUSE
 GY1586'BRANCH, 21 FEET NORTH OF CENTER OF ROAD, SET IN THE TOP OF
 GY1586'SMALL SHELF CUT ABOUT HALF WAY UP ON THE SLANTING SOUTHWEST
 GY1586'FACE OF A 3.5 FOOT HIGH SOLID ROCK WHICH IS PART OF A LAYERED
 GY1586'CLIFF, NORTH-NORTHEAST AND ACROSS ROAD FROM A LARGE LOG HOUSE
 GY1586'AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0725 ***********************************************************************
 GY0725  DESIGNATION -  F 297
 GY0725  PID         -  GY0725
 GY0725  STATE/COUNTY-  KY/PIKE
 GY0725  USGS QUAD   -  LICK CREEK (1978)
 GY0725
 GY0725                         *CURRENT SURVEY CONTROL
 GY0725  ___________________________________________________________________
 GY0725* NAD 83(1986)-  37 24 46.     (N)    082 21 02.     (W)     SCALED    
 GY0725* NAVD 88     -       227.183  (meters)     745.35   (feet)  ADJUSTED  
 GY0725  ___________________________________________________________________
 GY0725  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY0725  DYNAMIC HT  -         227.006 (meters)     744.77  (feet)  COMP
 GY0725  MODELED GRAV-     979,848.5   (mgal)                       NAVD 88
 GY0725
 GY0725  VERT ORDER  -  SECOND    CLASS 0
 GY0725
 GY0725.The horizontal coordinates were scaled from a topographic map and have
 GY0725.an estimated accuracy of +/- 6 seconds.
 GY0725
 GY0725.The orthometric height was determined by differential leveling
 GY0725.and adjusted by the National Geodetic Survey in June 1991..
 GY0725
 GY0725.The geoid height was determined by GEOID03.
 GY0725
 GY0725.The dynamic height is computed by dividing the NAVD 88
 GY0725.geopotential number by the normal gravity value computed on the
 GY0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0725.degrees latitude (g = 980.6199 gals.).
 GY0725
 GY0725.The modeled gravity was interpolated from observed gravity values.
 GY0725
 GY0725;                    North         East    Units  Estimated Accuracy
 GY0725;SPC KY1Z     - 1,125,280.    1,800,860.      MT  (+/- 180 meters Scaled)
 GY0725
 GY0725                          SUPERSEDED SURVEY CONTROL
 GY0725
 GY0725  NGVD 29 (??/??/92)  227.386  (m)          746.02   (f) ADJ UNCH    2 0
 GY0725
 GY0725.Superseded values are not recommended for survey control.
 GY0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0725.See file dsdata.txt to determine how the superseded data were derived.
 GY0725
 GY0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB804415(NAD 83)
 GY0725_MARKER: DB = BENCH MARK DISK
 GY0725_SETTING: 66 = SET IN ROCK OUTCROP
 GY0725_SP_SET: ROCK CUT
 GY0725_STAMPING: F 297 1952 746.016
 GY0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0725+STABILITY: POSITION/ELEVATION WELL
 GY0725
 GY0725  HISTORY     - Date     Condition        Report By
 GY0725  HISTORY     - 1952     MONUMENTED       CGS
 GY0725  HISTORY     - 1956     GOOD             NGS
 GY0725  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY0725
 GY0725                          STATION DESCRIPTION
 GY0725
 GY0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0725'2.2 MI SE FROM PHYLLIS.
 GY0725'0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GY0725'AND SCHOOL AT PHYLLIS, THENCE 2.0 MILES SOUTHEAST ALONG A GRAVEL
 GY0725'ROAD FOLLOWING LEVISA FORK OF BIG SANDY RIVER, SET VERTICALLY IN
 GY0725'WEST FACE OF ROCK CUT, 24 FEET EAST OF THE CENTER OF ROAD, 49
 GY0725'FEET EAST AND ACROSS ROAD FROM EAST RAIL OF A TRACK, 137 FEET
 GY0725'SOUTHEAST OF CENTER OF A RAILROAD CROSSING, 72 FEET NORTHEAST
 GY0725'AND ACROSS TRACK AND ROAD FROM TELEPHONE POLE NO. 370, AND ABOUT
 GY0725'2.5 FEET ABOVE LEVEL OF ROAD.
 GY0725
 GY0725                          STATION RECOVERY (1976)
 GY0725
 GY0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0497 ***********************************************************************
 GY0497  DESIGNATION -  F 298
 GY0497  PID         -  GY0497
 GY0497  STATE/COUNTY-  KY/PIKE
 GY0497  USGS QUAD   -  META (1992)
 GY0497
 GY0497                         *CURRENT SURVEY CONTROL
 GY0497  ___________________________________________________________________
 GY0497* NAD 83(1986)-  37 32 06.     (N)    082 23 22.     (W)     SCALED    
 GY0497* NAVD 88     -       253.891  (meters)     832.97   (feet)  ADJUSTED  
 GY0497  ___________________________________________________________________
 GY0497  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GY0497  DYNAMIC HT  -         253.695 (meters)     832.33  (feet)  COMP
 GY0497  MODELED GRAV-     979,854.4   (mgal)                       NAVD 88
 GY0497
 GY0497  VERT ORDER  -  SECOND    CLASS 0
 GY0497
 GY0497.The horizontal coordinates were scaled from a topographic map and have
 GY0497.an estimated accuracy of +/- 6 seconds.
 GY0497
 GY0497.The orthometric height was determined by differential leveling
 GY0497.and adjusted by the National Geodetic Survey in June 1991..
 GY0497
 GY0497.The geoid height was determined by GEOID03.
 GY0497
 GY0497.The dynamic height is computed by dividing the NAVD 88
 GY0497.geopotential number by the normal gravity value computed on the
 GY0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0497.degrees latitude (g = 980.6199 gals.).
 GY0497
 GY0497.The modeled gravity was interpolated from observed gravity values.
 GY0497
 GY0497;                    North         East    Units  Estimated Accuracy
 GY0497;SPC KY1Z     - 1,138,710.    1,796,930.      MT  (+/- 180 meters Scaled)
 GY0497
 GY0497                          SUPERSEDED SURVEY CONTROL
 GY0497
 GY0497  NGVD 29 (??/??/92)  254.093  (m)          833.64   (f) ADJ UNCH    2 0
 GY0497
 GY0497.Superseded values are not recommended for survey control.
 GY0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0497.See file dsdata.txt to determine how the superseded data were derived.
 GY0497
 GY0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB772551(NAD 83)
 GY0497_MARKER: DB = BENCH MARK DISK
 GY0497_SETTING: 66 = SET IN ROCK OUTCROP
 GY0497_SP_SET: ROCK LEDGE
 GY0497_STAMPING: F 298 1952 833.637
 GY0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0497+STABILITY: POSITION/ELEVATION WELL
 GY0497
 GY0497  HISTORY     - Date     Condition        Report By
 GY0497  HISTORY     - 1952     MONUMENTED       CGS
 GY0497  HISTORY     - 1956     POOR             NGS
 GY0497
 GY0497                          STATION DESCRIPTION
 GY0497
 GY0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0497'5.5 MI SE FROM META.
 GY0497'5.05 MILES SOUTHEAST ALONG STATE HIGHWAY 632 FROM THE JUNCTION
 GY0497'OF U.S. HIGHWAY 119 AT META, AT THE NORTHWEST END OF A SHORT DEEP
 GY0497'FILL ACROSS RICHARDSON HOLLOW, SET IN THE TOP OF A ROCK LEDGE, 57
 GY0497'FEET SOUTHWEST OF THE CENTER OF HIGHWAY, 15.5 FEET SOUTH OF POWER
 GY0497'POLE NO. 1107-21, 117 FEET NORTHWEST OF SOUTHWEST END OF 4-FOOT
 GY0497'CONCRETE CULVERT UNDER FILL, ABOUT 15 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0956 ***********************************************************************
 HZ0956  DESIGNATION -  F 30
 HZ0956  PID         -  HZ0956
 HZ0956  STATE/COUNTY-  KY/CARROLL
 HZ0956  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ0956
 HZ0956                         *CURRENT SURVEY CONTROL
 HZ0956  ___________________________________________________________________
 HZ0956* NAD 83(1986)-  38 38 09.     (N)    085 00 20.     (W)     SCALED    
 HZ0956* NAVD 88     -       143.667  (meters)     471.35   (feet)  ADJUSTED  
 HZ0956  ___________________________________________________________________
 HZ0956  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ0956  DYNAMIC HT  -         143.572 (meters)     471.04  (feet)  COMP
 HZ0956  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 HZ0956
 HZ0956  VERT ORDER  -  SECOND    CLASS 0
 HZ0956
 HZ0956.The horizontal coordinates were scaled from a topographic map and have
 HZ0956.an estimated accuracy of +/- 6 seconds.
 HZ0956
 HZ0956.The orthometric height was determined by differential leveling
 HZ0956.and adjusted by the National Geodetic Survey in June 1991..
 HZ0956
 HZ0956.The geoid height was determined by GEOID03.
 HZ0956
 HZ0956.The dynamic height is computed by dividing the NAVD 88
 HZ0956.geopotential number by the normal gravity value computed on the
 HZ0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0956.degrees latitude (g = 980.6199 gals.).
 HZ0956
 HZ0956.The modeled gravity was interpolated from observed gravity values.
 HZ0956
 HZ0956;                    North         East    Units  Estimated Accuracy
 HZ0956;SPC KY1Z     - 1,255,800.    1,564,820.      MT  (+/- 180 meters Scaled)
 HZ0956
 HZ0956                          SUPERSEDED SURVEY CONTROL
 HZ0956
 HZ0956  NGVD 29 (??/??/92)  143.861  (m)          471.98   (f) ADJ UNCH    2 0
 HZ0956
 HZ0956.Superseded values are not recommended for survey control.
 HZ0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0956.See file dsdata.txt to determine how the superseded data were derived.
 HZ0956
 HZ0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH735782(NAD 83)
 HZ0956_MARKER: DB = BENCH MARK DISK
 HZ0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0956_STAMPING: F 30 1934
 HZ0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0956+STABILITY: SURFACE MOTION
 HZ0956
 HZ0956  HISTORY     - Date     Condition        Report By
 HZ0956  HISTORY     - 1934     MONUMENTED       CGS
 HZ0956  HISTORY     - 1950     MARK NOT FOUND   NGS
 HZ0956
 HZ0956                          STATION DESCRIPTION
 HZ0956
 HZ0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ0956'AT EAGLE.
 HZ0956'AT EAGLE, CARROLL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HZ0956'RAILROAD, 35 FEET WEST OF THE WEST CORNER OF THE STATION, AT A
 HZ0956'ROAD CROSSING, 55.2 FEET NORTH OF THE CENTERLINE OF THE STONE
 HZ0956'ROAD, 35.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 4
 HZ0956'FEET WEST OF POLE E 4, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 HZ0956'A STANDARD DISK, STAMPED F 30 1934 AND SET IN THE TOP OF A
 HZ0956'CONCRETE POST.
 HZ0956
 HZ0956                          STATION RECOVERY (1950)
 HZ0956
 HZ0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 HZ0956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1570 ***********************************************************************
 GY1570  DESIGNATION -  F 300
 GY1570  PID         -  GY1570
 GY1570  STATE/COUNTY-  KY/FLOYD
 GY1570  USGS QUAD   -  LANCER (1992)
 GY1570
 GY1570                         *CURRENT SURVEY CONTROL
 GY1570  ___________________________________________________________________
 GY1570* NAD 83(1986)-  37 38 11.     (N)    082 40 47.     (W)     SCALED    
 GY1570* NAVD 88     -       200.218  (meters)     656.88   (feet)  ADJUSTED  
 GY1570  ___________________________________________________________________
 GY1570  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GY1570  DYNAMIC HT  -         200.067 (meters)     656.39  (feet)  COMP
 GY1570  MODELED GRAV-     979,871.6   (mgal)                       NAVD 88
 GY1570
 GY1570  VERT ORDER  -  SECOND    CLASS 0
 GY1570
 GY1570.The horizontal coordinates were scaled from a topographic map and have
 GY1570.an estimated accuracy of +/- 6 seconds.
 GY1570
 GY1570.The orthometric height was determined by differential leveling
 GY1570.and adjusted by the National Geodetic Survey in June 1991..
 GY1570
 GY1570.The geoid height was determined by GEOID03.
 GY1570
 GY1570.The dynamic height is computed by dividing the NAVD 88
 GY1570.geopotential number by the normal gravity value computed on the
 GY1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1570.degrees latitude (g = 980.6199 gals.).
 GY1570
 GY1570.The modeled gravity was interpolated from observed gravity values.
 GY1570
 GY1570;                    North         East    Units  Estimated Accuracy
 GY1570;SPC KY1Z     - 1,149,070.    1,770,920.      MT  (+/- 180 meters Scaled)
 GY1570
 GY1570                          SUPERSEDED SURVEY CONTROL
 GY1570
 GY1570  NGVD 29 (??/??/92)  200.420  (m)          657.54   (f) ADJ UNCH    2 0
 GY1570
 GY1570.Superseded values are not recommended for survey control.
 GY1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1570.See file dsdata.txt to determine how the superseded data were derived.
 GY1570
 GY1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB517668(NAD 83)
 GY1570_MARKER: DB = BENCH MARK DISK
 GY1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1570_STAMPING: F 300 1952 657.545
 GY1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1570+STABILITY: SURFACE MOTION
 GY1570
 GY1570  HISTORY     - Date     Condition        Report By
 GY1570  HISTORY     - 1952     MONUMENTED       CGS
 GY1570  HISTORY     - 1956     GOOD             NGS
 GY1570  HISTORY     - 1980     MARK NOT FOUND   DOD
 GY1570  HISTORY     - 20011106 MARK NOT FOUND   KYDT
 GY1570
 GY1570                          STATION DESCRIPTION
 GY1570
 GY1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1570'1 MI E FROM ALVIN.
 GY1570'0.95 MILE EAST ALONG STATE HIGHWAY 1100 FROM THE JUNCTION OF U.S.
 GY1570'HIGHWAYS 460 AND 23 AT ALVIN, ABOUT 0.6 MILE NORTHEAST OF FREEWILL
 GY1570'BAPTIST CHURCH AT ALVIN, 0.2 MILE EAST OF A DIM ROAD NORTH, 202
 GY1570'FEET EAST OF CENTER OF JUNCTION OF ROAD LEADING SOUTHEAST, 143
 GY1570'FEET WEST OF NORTHWEST CORNER OF AN UNPAINTED SHACK, 31 FEET
 GY1570'SOUTH OF CENTER LINE OF HIGHWAY, 26 FEET SOUTHEAST OF A LONE DEAD
 GY1570'ELM TREE, 3 FEET SOUTHEAST OF A WHITE WITNESS POST, ABOUT 1 FOOT
 GY1570'BELOW LEVEL OF HIGHWAY.
 GY1570
 GY1570                          STATION RECOVERY (1980)
 GY1570
 GY1570'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1570'MARK NOT FOUND.
 GY1570
 GY1570                          STATION RECOVERY (2001)
 GY1570
 GY1570'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1637 ***********************************************************************
 GY1637  DESIGNATION -  F 301
 GY1637  PID         -  GY1637
 GY1637  STATE/COUNTY-  KY/JOHNSON
 GY1637  USGS QUAD   -  LANCER (1992)
 GY1637
 GY1637                         *CURRENT SURVEY CONTROL
 GY1637  ___________________________________________________________________
 GY1637* NAD 83(1986)-  37 44 15.     (N)    082 43 41.     (W)     SCALED    
 GY1637* NAVD 88     -       217.641  (meters)     714.04   (feet)  ADJUSTED  
 GY1637  ___________________________________________________________________
 GY1637  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GY1637  DYNAMIC HT  -         217.478 (meters)     713.51  (feet)  COMP
 GY1637  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 GY1637
 GY1637  VERT ORDER  -  SECOND    CLASS 0
 GY1637
 GY1637.The horizontal coordinates were scaled from a topographic map and have
 GY1637.an estimated accuracy of +/- 6 seconds.
 GY1637
 GY1637.The orthometric height was determined by differential leveling
 GY1637.and adjusted by the National Geodetic Survey in June 1991..
 GY1637
 GY1637.The geoid height was determined by GEOID03.
 GY1637
 GY1637.The dynamic height is computed by dividing the NAVD 88
 GY1637.geopotential number by the normal gravity value computed on the
 GY1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1637.degrees latitude (g = 980.6199 gals.).
 GY1637
 GY1637.The modeled gravity was interpolated from observed gravity values.
 GY1637
 GY1637;                    North         East    Units  Estimated Accuracy
 GY1637;SPC KY1Z     - 1,160,150.    1,766,300.      MT  (+/- 180 meters Scaled)
 GY1637
 GY1637                          SUPERSEDED SURVEY CONTROL
 GY1637
 GY1637  NGVD 29 (??/??/92)  217.84   (m)          714.7    (f) COMPUTED    2 0
 GY1637
 GY1637.Superseded values are not recommended for survey control.
 GY1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1637.See file dsdata.txt to determine how the superseded data were derived.
 GY1637
 GY1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB477780(NAD 83)
 GY1637_MARKER: DB = BENCH MARK DISK
 GY1637_SETTING: 66 = SET IN ROCK OUTCROP
 GY1637_SP_SET: ROCK OUTCROP
 GY1637_STAMPING: F 301 1952 714.716
 GY1637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1637+STABILITY: POSITION/ELEVATION WELL
 GY1637
 GY1637  HISTORY     - Date     Condition        Report By
 GY1637  HISTORY     - 1952     MONUMENTED       CGS
 GY1637  HISTORY     - 1956     GOOD             NGS
 GY1637  HISTORY     - 20030813 MARK NOT FOUND   KYDT
 GY1637
 GY1637                          STATION DESCRIPTION
 GY1637
 GY1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1637'AT DEWEY DAM.
 GY1637'AT DEWEY DAM, NEAR NORTHEAST END OF DAM, 81.5 FEET SOUTHEAST OF
 GY1637'CENTER OF TOP OF DAM, 66.5 FEET SOUTHEAST OF THE 5TH CONCRETE POST
 GY1637'SOUTHWEST OF NORTHEAST END OF DAM OF A GUARD FENCE ALONG THE
 GY1637'SOUTHEAST FACE OF DAM, 40 FEET SOUTHWEST OF A 20-INCH FORKED OAK
 GY1637'TREE WITH TRIANGLE BLAZE, SET IN THE TOP OF A SANDSTONE OUTCROP
 GY1637'ABOUT 5 FEET BELOW THE LEVEL OF TOP OF DAM.
 GY1637
 GY1637                          STATION RECOVERY (2003)
 GY1637
 GY1637'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GY1637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1378 ***********************************************************************
 GY1378  DESIGNATION -  F 302
 GY1378  PID         -  GY1378
 GY1378  STATE/COUNTY-  KY/JOHNSON
 GY1378  USGS QUAD   -  PAINTSVILLE (1992)
 GY1378
 GY1378                         *CURRENT SURVEY CONTROL
 GY1378  ___________________________________________________________________
 GY1378* NAD 83(1986)-  37 51 32.     (N)    082 46 04.     (W)     SCALED    
 GY1378* NAVD 88     -       187.775  (meters)     616.06   (feet)  ADJUSTED  
 GY1378  ___________________________________________________________________
 GY1378  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GY1378  DYNAMIC HT  -         187.635 (meters)     615.60  (feet)  COMP
 GY1378  MODELED GRAV-     979,879.0   (mgal)                       NAVD 88
 GY1378
 GY1378  VERT ORDER  -  SECOND    CLASS 0
 GY1378
 GY1378.The horizontal coordinates were scaled from a topographic map and have
 GY1378.an estimated accuracy of +/- 6 seconds.
 GY1378
 GY1378.The orthometric height was determined by differential leveling
 GY1378.and adjusted by the National Geodetic Survey in June 1991..
 GY1378
 GY1378.The geoid height was determined by GEOID03.
 GY1378
 GY1378.The dynamic height is computed by dividing the NAVD 88
 GY1378.geopotential number by the normal gravity value computed on the
 GY1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1378.degrees latitude (g = 980.6199 gals.).
 GY1378
 GY1378.The modeled gravity was interpolated from observed gravity values.
 GY1378
 GY1378;                    North         East    Units  Estimated Accuracy
 GY1378;SPC KY1Z     - 1,173,500.    1,762,370.      MT  (+/- 180 meters Scaled)
 GY1378
 GY1378                          SUPERSEDED SURVEY CONTROL
 GY1378
 GY1378  NGVD 29 (??/??/92)  187.978  (m)          616.72   (f) ADJ UNCH    2 0
 GY1378
 GY1378.Superseded values are not recommended for survey control.
 GY1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1378.See file dsdata.txt to determine how the superseded data were derived.
 GY1378
 GY1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB444916(NAD 83)
 GY1378_MARKER: DB = BENCH MARK DISK
 GY1378_SETTING: 66 = SET IN ROCK OUTCROP
 GY1378_SP_SET: ROCK OUTCROP
 GY1378_STAMPING: F 302 1952 616.724
 GY1378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1378+STABILITY: POSITION/ELEVATION WELL
 GY1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1378+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1997
 GY1378
 GY1378  HISTORY     - Date     Condition        Report By
 GY1378  HISTORY     - 1952     MONUMENTED       CGS
 GY1378  HISTORY     - 1955     GOOD             NGS
 GY1378  HISTORY     - 19970617 GOOD             KYDT
 GY1378
 GY1378                          STATION DESCRIPTION
 GY1378
 GY1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1378'1.4 MI NW FROM TUTOR KEY.
 GY1378'0.9 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TUTOR
 GY1378'KEY, THENCE 0.5 MILE WEST ALONG A BLACK TOP ROAD, 1.7 MILES
 GY1378'EAST ALONG A BLACK TOP ROAD FROM THE BAPTIST CHURCH AND JUNCTION
 GY1378'OF U.S. HIGHWAY 23 AT NIPPA, 133 FEET NORTH OF CENTER LINE OF
 GY1378'ROAD AT CENTER OF JUNCTION OF SIDE ROAD NORTH THAT PASSES UNDER
 GY1378'A COAL TIPPLE, 94 FEET EAST AND ACROSS SIDE ROAD NORTH FROM THE
 GY1378'NORTHEAST CORNER OF THE PROCTOR DAVIS HOME, 33 FEET SOUTH OF THE
 GY1378'SOUTHEAST CORNER OF THE COAL TIPPLE, 15 FEET EAST OF THE CENTER
 GY1378'OF SIDE ROAD, 6 FEET ABOVE LEVEL OF ROAD, IN THE TOP OF AN OVAL
 GY1378'SHAPED OUTCROP OF ROCK ABOUT 4 FEET IN DIAMETER.
 GY1378
 GY1378                          STATION RECOVERY (1997)
 GY1378
 GY1378'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1627 ***********************************************************************
 GY1627  DESIGNATION -  F 303
 GY1627  PID         -  GY1627
 GY1627  STATE/COUNTY-  KY/JOHNSON
 GY1627  USGS QUAD   -  OFFUTT (1992)
 GY1627
 GY1627                         *CURRENT SURVEY CONTROL
 GY1627  ___________________________________________________________________
 GY1627* NAD 83(1986)-  37 47 31.     (N)    082 41 12.     (W)     SCALED    
 GY1627* NAVD 88     -       235.478  (meters)     772.56   (feet)  ADJUSTED  
 GY1627  ___________________________________________________________________
 GY1627  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GY1627  DYNAMIC HT  -         235.303 (meters)     771.99  (feet)  COMP
 GY1627  MODELED GRAV-     979,879.9   (mgal)                       NAVD 88
 GY1627
 GY1627  VERT ORDER  -  SECOND    CLASS 0
 GY1627
 GY1627.The horizontal coordinates were scaled from a topographic map and have
 GY1627.an estimated accuracy of +/- 6 seconds.
 GY1627
 GY1627.The orthometric height was determined by differential leveling
 GY1627.and adjusted by the National Geodetic Survey in June 1991..
 GY1627
 GY1627.The geoid height was determined by GEOID03.
 GY1627
 GY1627.The dynamic height is computed by dividing the NAVD 88
 GY1627.geopotential number by the normal gravity value computed on the
 GY1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1627.degrees latitude (g = 980.6199 gals.).
 GY1627
 GY1627.The modeled gravity was interpolated from observed gravity values.
 GY1627
 GY1627;                    North         East    Units  Estimated Accuracy
 GY1627;SPC KY1Z     - 1,166,310.    1,769,750.      MT  (+/- 180 meters Scaled)
 GY1627
 GY1627                          SUPERSEDED SURVEY CONTROL
 GY1627
 GY1627  NGVD 29 (??/??/92)  235.685  (m)          773.24   (f) ADJ UNCH    2 0
 GY1627
 GY1627.Superseded values are not recommended for survey control.
 GY1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1627.See file dsdata.txt to determine how the superseded data were derived.
 GY1627
 GY1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB514840(NAD 83)
 GY1627_MARKER: DB = BENCH MARK DISK
 GY1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1627_STAMPING: F 303 1956 773.243
 GY1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1627+STABILITY: SURFACE MOTION
 GY1627
 GY1627  HISTORY     - Date     Condition        Report By
 GY1627  HISTORY     - 1956     MONUMENTED       CGS
 GY1627  HISTORY     - 1956     GOOD             NGS
 GY1627  HISTORY     - 20011227 MARK NOT FOUND   KYDT
 GY1627
 GY1627                          STATION DESCRIPTION
 GY1627
 GY1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1627'3.8 MI SE FROM BOONS CAMP.
 GY1627'3.85 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE METHODIST CHURCH
 GY1627'AND JUNCTION OF STATE HIGHWAY 40 AT BOONS CAMP, 0.75 MILE SOUTH
 GY1627'OF HEAD OF GREASY SCHOOL, AT THE NORTH END OF A CURVE WITH
 GY1627'TANGENTS EXTENDING NORTH AND SOUTHWEST, 23 FEET WEST OF THE
 GY1627'CENTER OF ROAD, 136 FEET NORTHWEST AND ACROSS ROAD FROM CENTER
 GY1627'OF POLE GATE IN FENCE LINE, 221 FEET NORTHEAST OF CENTER OF
 GY1627'JUNCTION OF A DIM ROAD WEST, 56 FEET NORTH OF WEST END OF A
 GY1627'CULVERT WHICH NEAR CENTER OF CURVE, 7 1/2 FEET NORTH-NORTHEAST
 GY1627'OF AN 8-INCH MAPLE TREE, 1.5 FEET NORTH OF WHITE WITNESS POST,
 GY1627'ABOUT 1 FOOT BELOW LEVEL OF ROAD.
 GY1627
 GY1627                          STATION RECOVERY (2001)
 GY1627
 GY1627'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1627'A GRAVEL ROAD LEADING SOUTHWEST HAS BEEN CUT IN AT LOCATION, MARK
 GY1627'PROBABLY DOZED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1678 ***********************************************************************
 GY1678  DESIGNATION -  F 304
 GY1678  PID         -  GY1678
 GY1678  STATE/COUNTY-  KY/LAWRENCE
 GY1678  USGS QUAD   -  RICHARDSON (1992)
 GY1678
 GY1678                         *CURRENT SURVEY CONTROL
 GY1678  ___________________________________________________________________
 GY1678* NAD 83(1986)-  37 54 13.     (N)    082 42 23.     (W)     SCALED    
 GY1678* NAVD 88     -       217.669  (meters)     714.14   (feet)  ADJUSTED  
 GY1678  ___________________________________________________________________
 GY1678  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 GY1678  DYNAMIC HT  -         217.510 (meters)     713.61  (feet)  COMP
 GY1678  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 GY1678
 GY1678  VERT ORDER  -  SECOND    CLASS 0
 GY1678
 GY1678.The horizontal coordinates were scaled from a topographic map and have
 GY1678.an estimated accuracy of +/- 6 seconds.
 GY1678
 GY1678.The orthometric height was determined by differential leveling
 GY1678.and adjusted by the National Geodetic Survey in June 1991..
 GY1678
 GY1678.The geoid height was determined by GEOID03.
 GY1678
 GY1678.The dynamic height is computed by dividing the NAVD 88
 GY1678.geopotential number by the normal gravity value computed on the
 GY1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1678.degrees latitude (g = 980.6199 gals.).
 GY1678
 GY1678.The modeled gravity was interpolated from observed gravity values.
 GY1678
 GY1678;                    North         East    Units  Estimated Accuracy
 GY1678;SPC KY1Z     - 1,178,640.    1,767,610.      MT  (+/- 180 meters Scaled)
 GY1678
 GY1678                          SUPERSEDED SURVEY CONTROL
 GY1678
 GY1678  NGVD 29 (??/??/92)  217.87   (m)          714.8    (f) COMPUTED    2 0
 GY1678
 GY1678.Superseded values are not recommended for survey control.
 GY1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1678.See file dsdata.txt to determine how the superseded data were derived.
 GY1678
 GY1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB499964(NAD 83)
 GY1678_MARKER: DB = BENCH MARK DISK
 GY1678_SETTING: 66 = SET IN ROCK OUTCROP
 GY1678_SP_SET: ROCK OUTCROP
 GY1678_STAMPING: F 304 1952 714.808
 GY1678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1678+STABILITY: POSITION/ELEVATION WELL
 GY1678
 GY1678  HISTORY     - Date     Condition        Report By
 GY1678  HISTORY     - 1952     MONUMENTED       CGS
 GY1678  HISTORY     - 1955     GOOD             NGS
 GY1678
 GY1678                          STATION DESCRIPTION
 GY1678
 GY1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1678'1.6 MI SE FROM LOWMANSVILLE.
 GY1678'1.65 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE JUNCTION OF U.S.
 GY1678'HIGHWAY 23, 125 YARDS EAST OF THE SCHOOL AT LOWMANSVILLE, 0.85
 GY1678'MILE EAST OF LYONS CEMETERY, IN THE TOP OF A ROUNDED OUTCROP OF
 GY1678'ROCK, 119 FEET WEST OF SOUTHWEST CORNER OF A 2-STORY ABANDONED
 GY1678'FARM HOUSE, 46 FEET EAST OF SOUTHEAST CORNER OF SMALL BARN,
 GY1678'35 FEET NORTH AND ACROSS A SMALL CREEK FROM CENTER OF ROAD,
 GY1678'33 FEET WEST OF AN 18-INCH BEECH TREE, 1 FOOT SOUTH OF A FENCE
 GY1678'LINE, 1.5 FEET BELOW THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2179 ***********************************************************************
 GY2179  DESIGNATION -  F 305
 GY2179  PID         -  GY2179
 GY2179  STATE/COUNTY-  KY/KNOTT
 GY2179  USGS QUAD   -  CARRIE (1992)
 GY2179
 GY2179                         *CURRENT SURVEY CONTROL
 GY2179  ___________________________________________________________________
 GY2179* NAD 83(1986)-  37 22 24.     (N)    083 07 01.     (W)     SCALED    
 GY2179* NAVD 88     -       272.935  (meters)     895.45   (feet)  ADJUSTED  
 GY2179  ___________________________________________________________________
 GY2179  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GY2179  DYNAMIC HT  -         272.720 (meters)     894.75  (feet)  COMP
 GY2179  MODELED GRAV-     979,835.7   (mgal)                       NAVD 88
 GY2179
 GY2179  VERT ORDER  -  SECOND    CLASS 0
 GY2179
 GY2179.The horizontal coordinates were scaled from a topographic map and have
 GY2179.an estimated accuracy of +/- 6 seconds.
 GY2179
 GY2179.The orthometric height was determined by differential leveling
 GY2179.and adjusted by the National Geodetic Survey in June 1991..
 GY2179
 GY2179.The geoid height was determined by GEOID03.
 GY2179
 GY2179.The dynamic height is computed by dividing the NAVD 88
 GY2179.geopotential number by the normal gravity value computed on the
 GY2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2179.degrees latitude (g = 980.6199 gals.).
 GY2179
 GY2179.The modeled gravity was interpolated from observed gravity values.
 GY2179
 GY2179;                    North         East    Units  Estimated Accuracy
 GY2179;SPC KY1Z     - 1,118,710.    1,733,180.      MT  (+/- 180 meters Scaled)
 GY2179
 GY2179                          SUPERSEDED SURVEY CONTROL
 GY2179
 GY2179  NGVD 29 (??/??/92)  273.098  (m)          895.99   (f) ADJ UNCH    2 0
 GY2179
 GY2179.Superseded values are not recommended for survey control.
 GY2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2179.See file dsdata.txt to determine how the superseded data were derived.
 GY2179
 GY2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB125383(NAD 83)
 GY2179_MARKER: DB = BENCH MARK DISK
 GY2179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2179_SP_SET: CULVERT
 GY2179_STAMPING: F 305 1952 895.989
 GY2179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2179+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997
 GY2179
 GY2179  HISTORY     - Date     Condition        Report By
 GY2179  HISTORY     - 1952     MONUMENTED       CGS
 GY2179  HISTORY     - 1956     GOOD             NGS
 GY2179  HISTORY     - 19970211 GOOD             KYDT
 GY2179
 GY2179                          STATION DESCRIPTION
 GY2179
 GY2179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2179'3.2 MI E FROM ARY.
 GY2179'3.2 MILES EAST ALONG A ROAD FOLLOWING BALLS FORK FROM THE
 GY2179'JUNCTION OF STATE HIGHWAY 15 AND HIGHWAY BRIDGE OVER BALLS FORK
 GY2179'AT ARY, 1.2 MILES WEST OF LOWER BALLS FORK SCHOOL, ABOUT 150
 GY2179'YARDS EAST OF THE PERRY-KNOTT COUNTY LINE, ABOUT 100 YARDS
 GY2179'NORTHWEST OF THE POST OFFICE AT TALCUM, SET IN THE TOP OF THE
 GY2179'NORTHWEST END OF THE NORTHEAST HEAD WALL OF A 5-FOOT CONCRETE BOX
 GY2179'CULVERT FOR ROCKHOUSE BRANCH, 14 FEET NORTHEAST OF THE CENTER OF
 GY2179'ROAD AND ABOUT LEVEL WITH ROAD.
 GY2179
 GY2179                          STATION RECOVERY (1997)
 GY2179
 GY2179'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY2179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2203 ***********************************************************************
 GY2203  DESIGNATION -  F 306
 GY2203  PID         -  GY2203
 GY2203  STATE/COUNTY-  KY/BREATHITT
 GY2203  USGS QUAD   -  VEST (1992)
 GY2203
 GY2203                         *CURRENT SURVEY CONTROL
 GY2203  ___________________________________________________________________
 GY2203* NAD 83(1986)-  37 29 09.     (N)    083 07 22.     (W)     SCALED    
 GY2203* NAVD 88     -       325.011  (meters)    1066.31   (feet)  ADJUSTED  
 GY2203  ___________________________________________________________________
 GY2203  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GY2203  DYNAMIC HT  -         324.757 (meters)    1065.47  (feet)  COMP
 GY2203  MODELED GRAV-     979,840.7   (mgal)                       NAVD 88
 GY2203
 GY2203  VERT ORDER  -  SECOND    CLASS 0
 GY2203
 GY2203.The horizontal coordinates were scaled from a topographic map and have
 GY2203.an estimated accuracy of +/- 6 seconds.
 GY2203
 GY2203.The orthometric height was determined by differential leveling
 GY2203.and adjusted by the National Geodetic Survey in June 1991..
 GY2203
 GY2203.The geoid height was determined by GEOID03.
 GY2203
 GY2203.The dynamic height is computed by dividing the NAVD 88
 GY2203.geopotential number by the normal gravity value computed on the
 GY2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2203.degrees latitude (g = 980.6199 gals.).
 GY2203
 GY2203.The modeled gravity was interpolated from observed gravity values.
 GY2203
 GY2203;                    North         East    Units  Estimated Accuracy
 GY2203;SPC KY1Z     - 1,131,180.    1,732,310.      MT  (+/- 180 meters Scaled)
 GY2203
 GY2203                          SUPERSEDED SURVEY CONTROL
 GY2203
 GY2203  NGVD 29 (??/??/92)  325.171  (m)         1066.83   (f) ADJ UNCH    2 0
 GY2203
 GY2203.Superseded values are not recommended for survey control.
 GY2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2203.See file dsdata.txt to determine how the superseded data were derived.
 GY2203
 GY2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB123508(NAD 83)
 GY2203_MARKER: DB = BENCH MARK DISK
 GY2203_SETTING: 66 = SET IN ROCK OUTCROP
 GY2203_SP_SET: ROCK CUT
 GY2203_STAMPING: F 306 1952 1066.832
 GY2203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2203+STABILITY: POSITION/ELEVATION WELL
 GY2203
 GY2203  HISTORY     - Date     Condition        Report By
 GY2203  HISTORY     - 1952     MONUMENTED       CGS
 GY2203  HISTORY     - 1956     GOOD             NGS
 GY2203
 GY2203                          STATION DESCRIPTION
 GY2203
 GY2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2203'5.6 MI NE FROM NOBLE.
 GY2203'1.8 MILES EAST ALONG ROAD FOLLOWING BUCKHORN CREEK FROM THE
 GY2203'POST OFFICE AT NOBLE, THENCE ABOUT 3.85 MILES NORTHEAST ALONG
 GY2203'A ROAD FOLLOWING CLEMENTS FORK AND LEADING TO DECOY, ABOUT 3.55
 GY2203'MILES SOUTHWEST FROM THE SCHOOL AT DECOY, SET VERTICALLY IN
 GY2203'THE WEST FACE OF A 5-FOOT HIGH ROCK CLIFF FORMING EAST BANK OF
 GY2203'CLEMENTS FORK, 29 FEET EAST AND ACROSS CREEK FROM THE CENTER
 GY2203'OF ROAD, ABOUT 65 YARDS UP STREAM FROM CREEK FORD AND CONFLUENCE
 GY2203'OF SMALL BRANCH TO EAST, 6 FEET OF THE CENTER OF CREEK, ABOUT
 GY2203'4 FEET ABOVE CREEK BED AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2174 ***********************************************************************
 GY2174  DESIGNATION -  F 307
 GY2174  PID         -  GY2174
 GY2174  STATE/COUNTY-  KY/KNOTT
 GY2174  USGS QUAD   -  VEST (1992)
 GY2174
 GY2174                         *CURRENT SURVEY CONTROL
 GY2174  ___________________________________________________________________
 GY2174* NAD 83(1986)-  37 22 56.     (N)    083 00 11.     (W)     SCALED    
 GY2174* NAVD 88     -       343.817  (meters)    1128.01   (feet)  ADJUSTED  
 GY2174  ___________________________________________________________________
 GY2174  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GY2174  DYNAMIC HT  -         343.544 (meters)    1127.11  (feet)  COMP
 GY2174  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 GY2174
 GY2174  VERT ORDER  -  SECOND    CLASS 0
 GY2174
 GY2174.The horizontal coordinates were scaled from a topographic map and have
 GY2174.an estimated accuracy of +/- 6 seconds.
 GY2174
 GY2174.The orthometric height was determined by differential leveling
 GY2174.and adjusted by the National Geodetic Survey in June 1991..
 GY2174
 GY2174.The geoid height was determined by GEOID03.
 GY2174
 GY2174.The dynamic height is computed by dividing the NAVD 88
 GY2174.geopotential number by the normal gravity value computed on the
 GY2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2174.degrees latitude (g = 980.6199 gals.).
 GY2174
 GY2174.The modeled gravity was interpolated from observed gravity values.
 GY2174
 GY2174;                    North         East    Units  Estimated Accuracy
 GY2174;SPC KY1Z     - 1,119,990.    1,743,230.      MT  (+/- 180 meters Scaled)
 GY2174
 GY2174                          SUPERSEDED SURVEY CONTROL
 GY2174
 GY2174  NGVD 29 (??/??/92)  343.978  (m)         1128.53   (f) ADJ UNCH    2 0
 GY2174
 GY2174.Superseded values are not recommended for survey control.
 GY2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2174.See file dsdata.txt to determine how the superseded data were derived.
 GY2174
 GY2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB226391(NAD 83)
 GY2174_MARKER: DB = BENCH MARK DISK
 GY2174_SETTING: 66 = SET IN ROCK OUTCROP
 GY2174_SP_SET: ROCK CUT
 GY2174_STAMPING: F 307 1952 1128.534
 GY2174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2174+STABILITY: POSITION/ELEVATION WELL
 GY2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2174+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997
 GY2174
 GY2174  HISTORY     - Date     Condition        Report By
 GY2174  HISTORY     - 1952     MONUMENTED       CGS
 GY2174  HISTORY     - 1956     GOOD             NGS
 GY2174  HISTORY     - 19970211 GOOD             KYDT
 GY2174
 GY2174                          STATION DESCRIPTION
 GY2174
 GY2174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2174'1.2 MI S FROM VEST.
 GY2174'1.15 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AND
 GY2174'ROAD JUNCTION AT VEST, 1.1 MILES SOUTH OF THE STEEL BRIDGE OVER
 GY2174'BALLS FORK AT VEST, 1.75 MILES NORTH OF THE TOP OF GRADE AND
 GY2174'OGDEN GAP SCHOOL, ABOUT 135 YARDS SOUTH OF A 4-FOOT PIPE CULVERT
 GY2174'FOR TRACE BRANCH, SET VERTICALLY IN THE EAST FACE OF BOTTOM
 GY2174'LAYER OF A ROCK CUT, NEAR THE SOUTH END OF HEAVY LAYER OF ROCK
 GY2174'CUT, 36 YARDS NORTH OF AN 18-INCH PIPE CULVERT AND ABOUT 4 FEET
 GY2174'ABOVE LEVEL OF ROAD.
 GY2174
 GY2174                          STATION RECOVERY (1997)
 GY2174
 GY2174'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY2174'MARK IS 14.7 FEET SOUTHWEST OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2194 ***********************************************************************
 GY2194  DESIGNATION -  F 308
 GY2194  PID         -  GY2194
 GY2194  STATE/COUNTY-  KY/KNOTT
 GY2194  USGS QUAD   -  VEST (1992)
 GY2194
 GY2194                         *CURRENT SURVEY CONTROL
 GY2194  ___________________________________________________________________
 GY2194* NAD 83(1986)-  37 28 37.     (N)    083 04 04.     (W)     SCALED    
 GY2194* NAVD 88     -       289.595  (meters)     950.11   (feet)  ADJUSTED  
 GY2194  ___________________________________________________________________
 GY2194  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GY2194  DYNAMIC HT  -         289.368 (meters)     949.37  (feet)  COMP
 GY2194  MODELED GRAV-     979,839.8   (mgal)                       NAVD 88
 GY2194
 GY2194  VERT ORDER  -  SECOND    CLASS 0
 GY2194
 GY2194.The horizontal coordinates were scaled from a topographic map and have
 GY2194.an estimated accuracy of +/- 6 seconds.
 GY2194
 GY2194.The orthometric height was determined by differential leveling
 GY2194.and adjusted by the National Geodetic Survey in June 1991..
 GY2194
 GY2194.The geoid height was determined by GEOID03.
 GY2194
 GY2194.The dynamic height is computed by dividing the NAVD 88
 GY2194.geopotential number by the normal gravity value computed on the
 GY2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2194.degrees latitude (g = 980.6199 gals.).
 GY2194
 GY2194.The modeled gravity was interpolated from observed gravity values.
 GY2194
 GY2194;                    North         East    Units  Estimated Accuracy
 GY2194;SPC KY1Z     - 1,130,330.    1,737,200.      MT  (+/- 180 meters Scaled)
 GY2194
 GY2194                          SUPERSEDED SURVEY CONTROL
 GY2194
 GY2194  NGVD 29 (??/??/92)  289.755  (m)          950.64   (f) ADJ UNCH    2 0
 GY2194
 GY2194.Superseded values are not recommended for survey control.
 GY2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2194.See file dsdata.txt to determine how the superseded data were derived.
 GY2194
 GY2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB171497(NAD 83)
 GY2194_MARKER: DB = BENCH MARK DISK
 GY2194_SETTING: 66 = SET IN ROCK OUTCROP
 GY2194_SP_SET: ROCK OUTCROP
 GY2194_STAMPING: F 308 1952 950.638
 GY2194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2194+STABILITY: POSITION/ELEVATION WELL
 GY2194
 GY2194  HISTORY     - Date     Condition        Report By
 GY2194  HISTORY     - 1952     MONUMENTED       CGS
 GY2194  HISTORY     - 1956     POOR             NGS
 GY2194
 GY2194                          STATION DESCRIPTION
 GY2194
 GY2194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2194'2.8 MI SE FROM DECOY.
 GY2194'2.85 MILES SOUTHEAST ALONG ROUGH ROAD FOLLOWING LAUREL FORK OF
 GY2194'QUICKSAND CREEK FROM THE SCHOOL AT DECOY, ABOUT 155 YARDS WEST OF
 GY2194'CROSSING OF SPLITLOG BRANCH, ABOUT 115 YARDS WEST OF A FARM
 GY2194'HOUSE, SET VERTICALLY IN THE SOUTH FACE ABOUT 1 FOOT ABOVE GROUND
 GY2194'IN 6-FOOT LONE AND ABOUT 4 FOOT HIGH OUTCROP OF WHICH IS IN A
 GY2194'SMALL DRY WASH, 19 FEET NORTHWEST OF CENTER OF ROAD, ABOUT 2 FEET
 GY2194'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2254 ***********************************************************************
 GY2254  DESIGNATION -  F 309
 GY2254  PID         -  GY2254
 GY2254  STATE/COUNTY-  KY/KNOTT
 GY2254  USGS QUAD   -  CARRIE (1992)
 GY2254
 GY2254                         *CURRENT SURVEY CONTROL
 GY2254  ___________________________________________________________________
 GY2254* NAD 83(1986)-  37 19 16.     (N)    083 06 00.     (W)     SCALED    
 GY2254* NAVD 88     -       296.213  (meters)     971.83   (feet)  ADJUSTED  
 GY2254  ___________________________________________________________________
 GY2254  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GY2254  DYNAMIC HT  -         295.978 (meters)     971.05  (feet)  COMP
 GY2254  MODELED GRAV-     979,828.6   (mgal)                       NAVD 88
 GY2254
 GY2254  VERT ORDER  -  SECOND    CLASS 0
 GY2254
 GY2254.The horizontal coordinates were scaled from a topographic map and have
 GY2254.an estimated accuracy of +/- 6 seconds.
 GY2254
 GY2254.The orthometric height was determined by differential leveling
 GY2254.and adjusted by the National Geodetic Survey in June 1991..
 GY2254
 GY2254.The geoid height was determined by GEOID03.
 GY2254
 GY2254.The dynamic height is computed by dividing the NAVD 88
 GY2254.geopotential number by the normal gravity value computed on the
 GY2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2254.degrees latitude (g = 980.6199 gals.).
 GY2254
 GY2254.The modeled gravity was interpolated from observed gravity values.
 GY2254
 GY2254;                    North         East    Units  Estimated Accuracy
 GY2254;SPC KY1Z     - 1,112,960.    1,734,840.      MT  (+/- 180 meters Scaled)
 GY2254
 GY2254                          SUPERSEDED SURVEY CONTROL
 GY2254
 GY2254  NGVD 29 (??/??/92)  296.377  (m)          972.36   (f) ADJ UNCH    2 0
 GY2254
 GY2254.Superseded values are not recommended for survey control.
 GY2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2254.See file dsdata.txt to determine how the superseded data were derived.
 GY2254
 GY2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB139325(NAD 83)
 GY2254_MARKER: DB = BENCH MARK DISK
 GY2254_SETTING: 66 = SET IN ROCK OUTCROP
 GY2254_SP_SET: CLIFF
 GY2254_STAMPING: F 309 1952 972.364
 GY2254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2254+STABILITY: POSITION/ELEVATION WELL
 GY2254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2254+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1996
 GY2254
 GY2254  HISTORY     - Date     Condition        Report By
 GY2254  HISTORY     - 1952     MONUMENTED       CGS
 GY2254  HISTORY     - 1956     GOOD             NGS
 GY2254  HISTORY     - 19960611 GOOD             KYDT
 GY2254
 GY2254                          STATION DESCRIPTION
 GY2254
 GY2254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2254'1.2 MI S FROM FISTY.
 GY2254'1.15 MILES SOUTH ALONG CLEAR CREEK ROAD FROM POST OFFICE AND
 GY2254'STATE HIGHWAY 80 AT FISTY, ABOUT 150 YARDS EAST OF THE JUNCTION OF
 GY2254'A ROAD SOUTHWEST INTO COCKERELL TRACE BRANCH, SET VERTICALLY
 GY2254'IN THE SOUTHWEST FACE OF A CLIFF AT NORTHWEST END OF A ROCK CUT,
 GY2254'17 FEET NORTHEAST OF CENTER OF ROAD, 6.5 FEET NORTHEAST OF
 GY2254'NORTH END OF AN 18-INCH PIPE CULVERT, 4.5 FEET ABOVE BOTTOM
 GY2254'OF DITCH AND 2.5 FEET ABOVE LEVEL OF ROAD.
 GY2254
 GY2254                          STATION RECOVERY (1996)
 GY2254
 GY2254'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2254'KY 89 NOW KY 550, CLEAR CREEK ROAD NOW KY 721.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1734 ***********************************************************************
 GY1734  DESIGNATION -  F 311
 GY1734  PID         -  GY1734
 GY1734  STATE/COUNTY-  KY/MARTIN
 GY1734  USGS QUAD   -  MILO (1992)
 GY1734
 GY1734                         *CURRENT SURVEY CONTROL
 GY1734  ___________________________________________________________________
 GY1734* NAD 83(1986)-  37 55 42.     (N)    082 32 18.     (W)     SCALED    
 GY1734* NAVD 88     -       193.877  (meters)     636.08   (feet)  ADJUSTED  
 GY1734  ___________________________________________________________________
 GY1734  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 GY1734  DYNAMIC HT  -         193.736 (meters)     635.62  (feet)  COMP
 GY1734  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 GY1734
 GY1734  VERT ORDER  -  SECOND    CLASS 0
 GY1734
 GY1734.The horizontal coordinates were scaled from a topographic map and have
 GY1734.an estimated accuracy of +/- 6 seconds.
 GY1734
 GY1734.The orthometric height was determined by differential leveling
 GY1734.and adjusted by the National Geodetic Survey in June 1991..
 GY1734
 GY1734.The geoid height was determined by GEOID03.
 GY1734
 GY1734.The dynamic height is computed by dividing the NAVD 88
 GY1734.geopotential number by the normal gravity value computed on the
 GY1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1734.degrees latitude (g = 980.6199 gals.).
 GY1734
 GY1734.The modeled gravity was interpolated from observed gravity values.
 GY1734
 GY1734;                    North         East    Units  Estimated Accuracy
 GY1734;SPC KY1Z     - 1,181,880.    1,782,280.      MT  (+/- 180 meters Scaled)
 GY1734
 GY1734                          SUPERSEDED SURVEY CONTROL
 GY1734
 GY1734  NGVD 29 (??/??/92)  194.09   (m)          636.8    (f) COMPUTED    2 0
 GY1734
 GY1734.Superseded values are not recommended for survey control.
 GY1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1734.See file dsdata.txt to determine how the superseded data were derived.
 GY1734
 GY1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB648989(NAD 83)
 GY1734_MARKER: DB = BENCH MARK DISK
 GY1734_SETTING: 66 = SET IN ROCK OUTCROP
 GY1734_SP_SET: ROCK CUT
 GY1734_STAMPING: F 311 1952 636.783
 GY1734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1734+STABILITY: POSITION/ELEVATION WELL
 GY1734
 GY1734  HISTORY     - Date     Condition        Report By
 GY1734  HISTORY     - 1952     MONUMENTED       CGS
 GY1734  HISTORY     - 1955     GOOD             NGS
 GY1734
 GY1734                          STATION DESCRIPTION
 GY1734
 GY1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1734'6 MI N FROM INEZ.
 GY1734'6.05 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 GY1734'STATE HIGHWAY 40 AT INEZ, 1.0 MILE NORTH OF LICK BRANCH SCHOOL,
 GY1734'0.35 MILE SOUTH OF GRASSY SCHOOL, 68 YARDS SOUTHEAST OF TOP OF A
 GY1734'GRADE, 157 FEET SOUTHEAST OF SOUTHEAST END OF THE NORTHEAST
 GY1734'HEAD WALL OF 18-INCH PIPE CULVERT, 21 FEET NORTHEAST OF THE
 GY1734'CENTER LINE OF HIGHWAY, IN THE TOP OF A SMALL SHELF AT THE
 GY1734'BOTTOM OF A ROCK CUT, 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0532 ***********************************************************************
 GY0532  DESIGNATION -  F 312
 GY0532  PID         -  GY0532
 GY0532  STATE/COUNTY-  KY/MARTIN
 GY0532  USGS QUAD   -  WEBB (1989)
 GY0532
 GY0532                         *CURRENT SURVEY CONTROL
 GY0532  ___________________________________________________________________
 GY0532* NAD 83(1986)-  37 55 24.     (N)    082 29 01.     (W)     SCALED    
 GY0532* NAVD 88     -       185.023  (meters)     607.03   (feet)  ADJUSTED  
 GY0532  ___________________________________________________________________
 GY0532  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 GY0532  DYNAMIC HT  -         184.888 (meters)     606.59  (feet)  COMP
 GY0532  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 GY0532
 GY0532  VERT ORDER  -  SECOND    CLASS 0
 GY0532
 GY0532.The horizontal coordinates were scaled from a topographic map and have
 GY0532.an estimated accuracy of +/- 6 seconds.
 GY0532
 GY0532.The orthometric height was determined by differential leveling
 GY0532.and adjusted by the National Geodetic Survey in June 1991..
 GY0532
 GY0532.The geoid height was determined by GEOID03.
 GY0532
 GY0532.The dynamic height is computed by dividing the NAVD 88
 GY0532.geopotential number by the normal gravity value computed on the
 GY0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0532.degrees latitude (g = 980.6199 gals.).
 GY0532
 GY0532.The modeled gravity was interpolated from observed gravity values.
 GY0532
 GY0532;                    North         East    Units  Estimated Accuracy
 GY0532;SPC KY1Z     - 1,181,490.    1,787,110.      MT  (+/- 180 meters Scaled)
 GY0532
 GY0532                          SUPERSEDED SURVEY CONTROL
 GY0532
 GY0532  NGVD 29 (??/??/92)  185.243  (m)          607.75   (f) ADJ UNCH    2 0
 GY0532
 GY0532.Superseded values are not recommended for survey control.
 GY0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0532.See file dsdata.txt to determine how the superseded data were derived.
 GY0532
 GY0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB696983(NAD 83)
 GY0532_MARKER: DB = BENCH MARK DISK
 GY0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0532_STAMPING: F 312 1952 607.751
 GY0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0532+STABILITY: SURFACE MOTION
 GY0532
 GY0532  HISTORY     - Date     Condition        Report By
 GY0532  HISTORY     - 1952     MONUMENTED       CGS
 GY0532  HISTORY     - 1955     GOOD             NGS
 GY0532
 GY0532                          STATION DESCRIPTION
 GY0532
 GY0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY0532'6.8 MI NE FROM INEZ.
 GY0532'0.65 MILE EAST ALONG STATE HIGHWAY 40 FROM THE COURT HOUSE AT
 GY0532'INEZ, THENCE 5.3 MILES NORTHEAST ALONG A GRAVEL ROAD TO MOUTH
 GY0532'OF TURKEY CREEK SCHOOL AND JUNCTION OF A DIRT ROAD NORTH, THENCE
 GY0532'ABOUT 0.8 MILE NORTHWEST AND NORTH ALONG A GRAVEL ROAD, 95 FEET
 GY0532'SOUTHWEST OF SOUTH CORNER OF HOME OF JAMES HOBB, 70 FEET EAST
 GY0532'SOUTHEAST OF AND ACROSS ROAD FROM THE SOUTHEAST CORNER OF HOME OF
 GY0532'OMA BLACKBURN, 41 FEET NORTHEAST OF A LONE APPLE TREE, 37 FEET
 GY0532'EAST OF THE CENTER OF ROAD, 23 FEET SOUTHWEST OF THE CENTER OF A
 GY0532'TRAIL SOUTHEAST TO TUG FORK OF BIG SANDY RIVER, AND W. VA. - KY.
 GY0532'STATE LINE, 1.5 FEET SOUTHWEST OF A WHITE WITNESS POST, A CONCRETE
 GY0532'POST ABOUT LEVEL WITH ROAD.  NOTE-- MARK IS REACHED FROM THE
 GY0532'NORFOLK AND WESTERN RAILROAD STATION AT TRIPP, WAYNE COUNTY,
 GY0532'W. VIRGINIA BY GOING 0.4 MILE SOUTHWEST ALONG A ROAD, THENCE 0.15
 GY0532'MILE NORTHWEST ALONG A TRAIL CROSSING TUG RIVER TO HOME OF JAMES
 GY0532'HOBB AND SITE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1614 ***********************************************************************
 GY1614  DESIGNATION -  F 313
 GY1614  PID         -  GY1614
 GY1614  STATE/COUNTY-  KY/MARTIN
 GY1614  USGS QUAD   -  THOMAS (1992)
 GY1614
 GY1614                         *CURRENT SURVEY CONTROL
 GY1614  ___________________________________________________________________
 GY1614* NAD 83(1986)-  37 43 48.     (N)    082 33 30.     (W)     SCALED    
 GY1614* NAVD 88     -       216.825  (meters)     711.37   (feet)  ADJUSTED  
 GY1614  ___________________________________________________________________
 GY1614  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GY1614  DYNAMIC HT  -         216.665 (meters)     710.84  (feet)  COMP
 GY1614  MODELED GRAV-     979,888.0   (mgal)                       NAVD 88
 GY1614
 GY1614  VERT ORDER  -  SECOND    CLASS 0
 GY1614
 GY1614.The horizontal coordinates were scaled from a topographic map and have
 GY1614.an estimated accuracy of +/- 6 seconds.
 GY1614
 GY1614.The orthometric height was determined by differential leveling
 GY1614.and adjusted by the National Geodetic Survey in June 1991..
 GY1614
 GY1614.The geoid height was determined by GEOID03.
 GY1614
 GY1614.The dynamic height is computed by dividing the NAVD 88
 GY1614.geopotential number by the normal gravity value computed on the
 GY1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1614.degrees latitude (g = 980.6199 gals.).
 GY1614
 GY1614.The modeled gravity was interpolated from observed gravity values.
 GY1614
 GY1614;                    North         East    Units  Estimated Accuracy
 GY1614;SPC KY1Z     - 1,159,820.    1,781,280.      MT  (+/- 180 meters Scaled)
 GY1614
 GY1614                          SUPERSEDED SURVEY CONTROL
 GY1614
 GY1614  NGVD 29 (??/??/92)  217.03   (m)          712.0    (f) COMPUTED    2 0
 GY1614
 GY1614.Superseded values are not recommended for survey control.
 GY1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1614.See file dsdata.txt to determine how the superseded data were derived.
 GY1614
 GY1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB626770(NAD 83)
 GY1614_MARKER: DB = BENCH MARK DISK
 GY1614_SETTING: 66 = SET IN ROCK OUTCROP
 GY1614_SP_SET: ROCK OUTCROP
 GY1614_STAMPING: F 313 1952 712.062
 GY1614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1614+STABILITY: POSITION/ELEVATION WELL
 GY1614
 GY1614  HISTORY     - Date     Condition        Report By
 GY1614  HISTORY     - 1952     MONUMENTED       CGS
 GY1614  HISTORY     - 1956     GOOD             NGS
 GY1614
 GY1614                          STATION DESCRIPTION
 GY1614
 GY1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1614'8.1 MI W FROM MC CLURE.
 GY1614'8.1 MILES SOUTHWEST AND WEST ALONG A DIRT ROAD FOLLOWING WOLF
 GY1614'CREEK FROM THE SCHOOL AT MC CLURE, AT THE CONFLUENCE OF WOLF
 GY1614'CREEK AND PANTHER FORK, 0.85 MILE WEST OF THE JUNCTION OF ROAD
 GY1614'SOUTH ALONG MAYNARD BRANCH, 224 FEET NORTHEAST OF NORTHEAST
 GY1614'POINT OF TRIANGLE FORMED BY ROAD JUNCTION, 81 FEET NORTHEAST AND
 GY1614'ACROSS CREEK FROM A 12-INCH SYCAMORE TREE WITH TRIANGLE BLAZE,
 GY1614'58 FEET EAST AND ACROSS THE CREEK FROM THE CENTER OF ROAD, 11
 GY1614'FEET NORTHEAST OF THE CENTER OF WOLF CREEK, SET IN THE TOP OF A
 GY1614'LARGE PROMINENT OUTCROP ABOUT 12 BY 14 FEET, 5 FEET ABOVE LEVEL
 GY1614'OF CREEK AND 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0656 ***********************************************************************
 GY0656  DESIGNATION -  F 315
 GY0656  PID         -  GY0656
 GY0656  STATE/COUNTY-  KY/PIKE
 GY0656  USGS QUAD   -  JAMBOREE (1977)
 GY0656
 GY0656                         *CURRENT SURVEY CONTROL
 GY0656  ___________________________________________________________________
 GY0656* NAD 83(1986)-  37 26 41.     (N)    082 12 15.     (W)     SCALED    
 GY0656* NAVD 88     -       353.014  (meters)    1158.18   (feet)  ADJUSTED  
 GY0656  ___________________________________________________________________
 GY0656  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GY0656  DYNAMIC HT  -         352.736 (meters)    1157.27  (feet)  COMP
 GY0656  MODELED GRAV-     979,834.2   (mgal)                       NAVD 88
 GY0656
 GY0656  VERT ORDER  -  SECOND    CLASS 0
 GY0656
 GY0656.The horizontal coordinates were scaled from a topographic map and have
 GY0656.an estimated accuracy of +/- 6 seconds.
 GY0656
 GY0656.The orthometric height was determined by differential leveling
 GY0656.and adjusted by the National Geodetic Survey in June 1991..
 GY0656
 GY0656.The geoid height was determined by GEOID03.
 GY0656
 GY0656.The dynamic height is computed by dividing the NAVD 88
 GY0656.geopotential number by the normal gravity value computed on the
 GY0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0656.degrees latitude (g = 980.6199 gals.).
 GY0656
 GY0656.The modeled gravity was interpolated from observed gravity values.
 GY0656
 GY0656;                    North         East    Units  Estimated Accuracy
 GY0656;SPC KY1Z     - 1,129,310.    1,813,680.      MT  (+/- 180 meters Scaled)
 GY0656
 GY0656                          SUPERSEDED SURVEY CONTROL
 GY0656
 GY0656  NGVD 29 (??/??/92)  353.209  (m)         1158.82   (f) ADJ UNCH    2 0
 GY0656
 GY0656.Superseded values are not recommended for survey control.
 GY0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0656.See file dsdata.txt to determine how the superseded data were derived.
 GY0656
 GY0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB934448(NAD 83)
 GY0656_MARKER: DB = BENCH MARK DISK
 GY0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0656_SP_SET: CULVERT
 GY0656_STAMPING: F 315 1952 1158.820
 GY0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0656
 GY0656  HISTORY     - Date     Condition        Report By
 GY0656  HISTORY     - 1952     MONUMENTED       CGS
 GY0656  HISTORY     - 1956     GOOD             NGS
 GY0656
 GY0656                          STATION DESCRIPTION
 GY0656
 GY0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0656'2.8 MI NE FROM DUNLAP.
 GY0656'2.85 MILES NORTHEAST ALONG STATE HIGHWAY 194 FROM THE POST
 GY0656'OFFICE AND ROAD JUNCTION AT DUNLAP, 0.15 MILE SOUTHWEST OF
 GY0656'THE JUNCTION OF ROAD NORTHEAST TO COLEMAN, NEAR THE FOOT OF A
 GY0656'LONG STEEP GRADE, SET IN THE TOP OF THE SOUTHWEST END OF THE
 GY0656'NORTHWEST HEAD WALL OF A 10-FOOT CONCRETE AND STONE BOX CULVERT,
 GY0656'13 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY AND ABOUT LEVEL
 GY0656'WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0762 ***********************************************************************
 GY0762  DESIGNATION -  F 317
 GY0762  PID         -  GY0762
 GY0762  STATE/COUNTY-  KY/PIKE
 GY0762  USGS QUAD   -  ELKHORN CITY (1978)
 GY0762
 GY0762                         *CURRENT SURVEY CONTROL
 GY0762  ___________________________________________________________________
 GY0762* NAD 83(1986)-  37 17 29.     (N)    082 22 02.     (W)     SCALED    
 GY0762* NAVD 88     -       248.648  (meters)     815.77   (feet)  ADJUSTED  
 GY0762  ___________________________________________________________________
 GY0762  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY0762  DYNAMIC HT  -         248.449 (meters)     815.12  (feet)  COMP
 GY0762  MODELED GRAV-     979,824.1   (mgal)                       NAVD 88
 GY0762
 GY0762  VERT ORDER  -  SECOND    CLASS 0
 GY0762
 GY0762.The horizontal coordinates were scaled from a topographic map and have
 GY0762.an estimated accuracy of +/- 6 seconds.
 GY0762
 GY0762.The orthometric height was determined by differential leveling
 GY0762.and adjusted by the National Geodetic Survey in June 1991..
 GY0762
 GY0762.The geoid height was determined by GEOID03.
 GY0762
 GY0762.The dynamic height is computed by dividing the NAVD 88
 GY0762.geopotential number by the normal gravity value computed on the
 GY0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0762.degrees latitude (g = 980.6199 gals.).
 GY0762
 GY0762.The modeled gravity was interpolated from observed gravity values.
 GY0762
 GY0762;                    North         East    Units  Estimated Accuracy
 GY0762;SPC KY1Z     - 1,111,760.    1,799,880.      MT  (+/- 180 meters Scaled)
 GY0762
 GY0762                          SUPERSEDED SURVEY CONTROL
 GY0762
 GY0762  NGVD 29 (??/??/92)  248.846  (m)          816.42   (f) ADJ UNCH    2 0
 GY0762
 GY0762.Superseded values are not recommended for survey control.
 GY0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0762.See file dsdata.txt to determine how the superseded data were derived.
 GY0762
 GY0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB788280(NAD 83)
 GY0762_MARKER: DB = BENCH MARK DISK
 GY0762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0762_SP_SET: CULVERT
 GY0762_STAMPING: F 317 1956 816.422
 GY0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0762+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2002
 GY0762
 GY0762  HISTORY     - Date     Condition        Report By
 GY0762  HISTORY     - 1956     MONUMENTED       CGS
 GY0762  HISTORY     - 1956     GOOD             NGS
 GY0762  HISTORY     - 20020725 GOOD             KYDT
 GY0762
 GY0762                          STATION DESCRIPTION
 GY0762
 GY0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0762'1.1 MI SW FROM ELKHORN CITY.
 GY0762'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 197 FROM THE HIGH SCHOOL
 GY0762'AT ELKHORN CITY, 0.5 MILE SOUTHWEST OF SULPHUR SPRINGS REGULAR
 GY0762'BAPTIST CHURCH, 30 FEET NORTHEAST OF POWER POLE NO. 24, 13 FEET
 GY0762'WEST OF THE CENTER LINE OF HIGHWAY, SET IN THE TOP OF THE NORTH
 GY0762'END OF WEST HEAD WALL OF A 16-FOOT CONCRETE CULVERT OVER POND
 GY0762'BRANCH WITH PARTITION, ABOUT LEVEL WITH HIGHWAY.
 GY0762
 GY0762                          STATION RECOVERY (2002)
 GY0762
 GY0762'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0762'MARK IS 0.5 FEET BELOW ROADWAY AND APT TO BE COVERED BY ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1216 ***********************************************************************
 GY1216  DESIGNATION -  F 318
 GY1216  PID         -  GY1216
 GY1216  STATE/COUNTY-  KY/FLOYD
 GY1216  USGS QUAD   -  WAYLAND (1992)
 GY1216
 GY1216                         *CURRENT SURVEY CONTROL
 GY1216  ___________________________________________________________________
 GY1216* NAD 83(1986)-  37 26 35.     (N)    082 47 45.     (W)     SCALED    
 GY1216* NAVD 88     -       227.065  (meters)     744.96   (feet)  ADJUSTED  
 GY1216  ___________________________________________________________________
 GY1216  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GY1216  DYNAMIC HT  -         226.886 (meters)     744.38  (feet)  COMP
 GY1216  MODELED GRAV-     979,839.7   (mgal)                       NAVD 88
 GY1216
 GY1216  VERT ORDER  -  SECOND    CLASS 0
 GY1216
 GY1216.The horizontal coordinates were scaled from a topographic map and have
 GY1216.an estimated accuracy of +/- 6 seconds.
 GY1216
 GY1216.The orthometric height was determined by differential leveling
 GY1216.and adjusted by the National Geodetic Survey in June 1991..
 GY1216
 GY1216.The geoid height was determined by GEOID03.
 GY1216
 GY1216.The dynamic height is computed by dividing the NAVD 88
 GY1216.geopotential number by the normal gravity value computed on the
 GY1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1216.degrees latitude (g = 980.6199 gals.).
 GY1216
 GY1216.The modeled gravity was interpolated from observed gravity values.
 GY1216
 GY1216;                    North         East    Units  Estimated Accuracy
 GY1216;SPC KY1Z     - 1,127,300.    1,761,360.      MT  (+/- 180 meters Scaled)
 GY1216
 GY1216                          SUPERSEDED SURVEY CONTROL
 GY1216
 GY1216  NGVD 29 (??/??/92)  227.241  (m)          745.54   (f) ADJ UNCH    2 0
 GY1216
 GY1216.Superseded values are not recommended for survey control.
 GY1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1216.See file dsdata.txt to determine how the superseded data were derived.
 GY1216
 GY1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB411455(NAD 83)
 GY1216_MARKER: DB = BENCH MARK DISK
 GY1216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1216_SP_SET: BRIDGE
 GY1216_STAMPING: F 318 1952 745.540
 GY1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1216+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 GY1216
 GY1216  HISTORY     - Date     Condition        Report By
 GY1216  HISTORY     - 1952     MONUMENTED       CGS
 GY1216  HISTORY     - 1956     GOOD             NGS
 GY1216  HISTORY     - 1980     GOOD             DOD
 GY1216  HISTORY     - 20060127 GOOD             KYTC
 GY1216
 GY1216                          STATION DESCRIPTION
 GY1216
 GY1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1216'0.8 MI E FROM WAYLAND.
 GY1216'0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE HIGH SCHOOL
 GY1216'AT WAYLAND, THENCE 0.65 MILE EAST ALONG A BLACK TOP ROAD, AT THE
 GY1216'JUNCTION OF A ROAD SOUTHWEST, IN THE TOP OF THE SOUTH CORNER AND
 GY1216'1 FOOT SOUTHEAST OF THE NORTHWEST END OF WING WALL OF BRIDGE
 GY1216'OVER STEEL CREEK ON ROAD SOUTHWEST, 70 FEET SOUTHWEST OF CENTER
 GY1216'LINE OF BLACK TOP ROAD, 30 FEET NORTHWEST OF CENTER OF ROAD
 GY1216'SOUTHWEST AND ABOUT 7 FEET BELOW LEVEL OF ROAD.
 GY1216
 GY1216                          STATION RECOVERY (1980)
 GY1216
 GY1216'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1216'RECOVERED IN GOOD CONDITION.
 GY1216
 GY1216                          STATION RECOVERY (2006)
 GY1216
 GY1216'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0183 ***********************************************************************
 GY0183  DESIGNATION -  F 319
 GY0183  PID         -  GY0183
 GY0183  STATE/COUNTY-  KY/PIKE
 GY0183  USGS QUAD   -  BELFRY (1992)
 GY0183
 GY0183                         *CURRENT SURVEY CONTROL
 GY0183  ___________________________________________________________________
 GY0183* NAD 83(1986)-  37 36 34.     (N)    082 16 09.     (W)     SCALED    
 GY0183* NAVD 88     -       221.763  (meters)     727.57   (feet)  ADJUSTED  
 GY0183  ___________________________________________________________________
 GY0183  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GY0183  DYNAMIC HT  -         221.597 (meters)     727.02  (feet)  COMP
 GY0183  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 GY0183
 GY0183  VERT ORDER  -  SECOND    CLASS 0
 GY0183
 GY0183.The horizontal coordinates were scaled from a topographic map and have
 GY0183.an estimated accuracy of +/- 6 seconds.
 GY0183
 GY0183.The orthometric height was determined by differential leveling
 GY0183.and adjusted by the National Geodetic Survey in June 1991..
 GY0183
 GY0183.The geoid height was determined by GEOID03.
 GY0183
 GY0183.The dynamic height is computed by dividing the NAVD 88
 GY0183.geopotential number by the normal gravity value computed on the
 GY0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0183.degrees latitude (g = 980.6199 gals.).
 GY0183
 GY0183.The modeled gravity was interpolated from observed gravity values.
 GY0183
 GY0183;                    North         East    Units  Estimated Accuracy
 GY0183;SPC KY1Z     - 1,147,360.    1,807,250.      MT  (+/- 180 meters Scaled)
 GY0183
 GY0183                          SUPERSEDED SURVEY CONTROL
 GY0183
 GY0183  NGVD 29 (??/??/92)  221.988  (m)          728.31   (f) ADJ UNCH    2 0
 GY0183
 GY0183.Superseded values are not recommended for survey control.
 GY0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0183.See file dsdata.txt to determine how the superseded data were derived.
 GY0183
 GY0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB879632(NAD 83)
 GY0183_MARKER: DB = BENCH MARK DISK
 GY0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0183_SP_SET: ABUTMENT
 GY0183_STAMPING: F 319 1952 728.306
 GY0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0183
 GY0183  HISTORY     - Date     Condition        Report By
 GY0183  HISTORY     - 1952     MONUMENTED       CGS
 GY0183  HISTORY     - 1956     GOOD             NGS
 GY0183
 GY0183                          STATION DESCRIPTION
 GY0183
 GY0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0183'0.2 MI SW FROM SHARONDALE.
 GY0183'0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 119 FROM THE CHURCH OF CHRIST
 GY0183'AT SHARONDALE, SET IN THE TOP OF THE SOUTHWEST END OF SOUTH SKEW
 GY0183'ABUTMENT OF RAILROAD BRIDGE OF SPUR TRACK OVER POND CREEK, ABOUT
 GY0183'80 YARDS SOUTH OF HIGHWAY CROSSING, 102 FEET SOUTHEAST OF THE
 GY0183'CENTER LINE OF HIGHWAY, 4 FEET WEST OF THE WEST RAIL AND ABOUT
 GY0183'1 FOOT BELOW LEVEL OF TRACK AND 2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3114 ***********************************************************************
 GY3114  DESIGNATION -  F 319 RESET
 GY3114  PID         -  GY3114
 GY3114  STATE/COUNTY-  KY/PIKE
 GY3114  USGS QUAD   -  BELFRY (1992)
 GY3114
 GY3114                         *CURRENT SURVEY CONTROL
 GY3114  ___________________________________________________________________
 GY3114* NAD 83(1986)-  37 36 34.     (N)    082 16 09.     (W)     SCALED    
 GY3114* NAVD 88     -       220.58   (meters)     723.7    (feet)  RESET     
 GY3114  ___________________________________________________________________
 GY3114  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GY3114
 GY3114  VERT ORDER  -  THIRD
 GY3114
 GY3114.The horizontal coordinates were scaled from a topographic map and have
 GY3114.an estimated accuracy of +/- 6 seconds.
 GY3114
 GY3114.The orthometric height was computed from unverified reset data.
 GY3114.No vertical observational check was made to the station.
 GY3114
 GY3114.The geoid height was determined by GEOID03.
 GY3114
 GY3114;                    North         East    Units  Estimated Accuracy
 GY3114;SPC KY1Z     - 1,147,360.    1,807,250.      MT  (+/- 180 meters Scaled)
 GY3114
 GY3114                          SUPERSEDED SURVEY CONTROL
 GY3114
 GY3114  NGVD 29 (10/08/05)  220.80   (m)          724.4    (f) RESET       3  
 GY3114
 GY3114.Superseded values are not recommended for survey control.
 GY3114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3114.See file dsdata.txt to determine how the superseded data were derived.
 GY3114
 GY3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB879632(NAD 83)
 GY3114_MARKER: DB = BENCH MARK DISK
 GY3114_SETTING: 0 = UNSPECIFIED SETTING
 GY3114_STAMPING: F 319 RESET 1976
 GY3114_MARK LOGO: NGS   
 GY3114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY3114
 GY3114  HISTORY     - Date     Condition        Report By
 GY3114  HISTORY     - 1976     MONUMENTED       NGS
 GY3114  HISTORY     - 20010626 MARK NOT FOUND   KYDT
 GY3114
 GY3114                          STATION DESCRIPTION
 GY3114
 GY3114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GY3114'0.15 MI SW FROM SHARONDALE.
 GY3114'0.15 SOUTHWEST ALONG RAILROAD TRACKS FROM THE SHARONDALE CHURCH OF
 GY3114'CHRIST, ABOUT 500 FEET SOUTHWEST OF A RAILROAD CROSSING, 10 FEET
 GY3114'SOUTHEAST OF THE SOUTHEAST RAIL OF RAILROAD TRACK, 13 FEET NORTHWEST
 GY3114'OF THE CENTERLINE OF A NARROW PAVED ROAD, 81 FEET NORTHEAST OF THE
 GY3114'NORTH CORNER OF A SMALL CONCRETE BLOCK PUMP HOUSE IN THE YARD OF
 GY3114'A YELLOW FRAME HOUSE.  A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GY3114'MAGNETS.
 GY3114'THE MARK IS 6.0 FT  SW FROM A WITNESS POST.
 GY3114
 GY3114                          STATION RECOVERY (2001)
 GY3114
 GY3114'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY3114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0077 ***********************************************************************
 HZ0077  DESIGNATION -  F 32
 HZ0077  PID         -  HZ0077
 HZ0077  STATE/COUNTY-  KY/FAYETTE
 HZ0077  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0077
 HZ0077                         *CURRENT SURVEY CONTROL
 HZ0077  ___________________________________________________________________
 HZ0077* NAD 83(1986)-  38 04 45.     (N)    084 25 24.     (W)     SCALED    
 HZ0077* NAVD 88     -       287.445  (meters)     943.06   (feet)  ADJUSTED  
 HZ0077  ___________________________________________________________________
 HZ0077  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ0077  DYNAMIC HT  -         287.236 (meters)     942.37  (feet)  COMP
 HZ0077  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 HZ0077
 HZ0077  VERT ORDER  -  SECOND    CLASS 0
 HZ0077
 HZ0077.The horizontal coordinates were scaled from a topographic map and have
 HZ0077.an estimated accuracy of +/- 6 seconds.
 HZ0077
 HZ0077.The orthometric height was determined by differential leveling
 HZ0077.and adjusted by the National Geodetic Survey in June 1991..
 HZ0077
 HZ0077.The geoid height was determined by GEOID03.
 HZ0077
 HZ0077.The dynamic height is computed by dividing the NAVD 88
 HZ0077.geopotential number by the normal gravity value computed on the
 HZ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0077.degrees latitude (g = 980.6199 gals.).
 HZ0077
 HZ0077.The modeled gravity was interpolated from observed gravity values.
 HZ0077
 HZ0077;                    North         East    Units  Estimated Accuracy
 HZ0077;SPC KY1Z     - 1,194,590.    1,616,390.      MT  (+/- 180 meters Scaled)
 HZ0077
 HZ0077                          SUPERSEDED SURVEY CONTROL
 HZ0077
 HZ0077  NGVD 29 (??/??/92)  287.613  (m)          943.61   (f) ADJ UNCH    2 0
 HZ0077
 HZ0077.Superseded values are not recommended for survey control.
 HZ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0077.See file dsdata.txt to determine how the superseded data were derived.
 HZ0077
 HZ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH259177(NAD 83)
 HZ0077_MARKER: DB = BENCH MARK DISK
 HZ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0077_STAMPING: F 32 1935 943.610
 HZ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0077+STABILITY: SURFACE MOTION
 HZ0077
 HZ0077  HISTORY     - Date     Condition        Report By
 HZ0077  HISTORY     - 1935     MONUMENTED       CGS
 HZ0077  HISTORY     - 1955     GOOD             NGS
 HZ0077
 HZ0077                          STATION DESCRIPTION
 HZ0077
 HZ0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0077'5.1 MI NE FROM LEXINGTON.
 HZ0077'1.75 MILES NORTHEAST ALONG LIMESTONE STREET FROM THE POST OFFICE
 HZ0077'IN LEXINGTON, 0.45 MILE SOUTHEAST ALONG BY-PASS U.S. HIGHWAY 25,
 HZ0077'2.5 MILES NORTHEAST ALONG BRYAN STATION ROAD TO RAILROAD CROSSING,
 HZ0077'0.3 MILE NORTH AND NORTHWEST ALONG TRACKS TO JUNCTION WITH OLD
 HZ0077'RAILROAD, 286.5 FEET NORTHEAST ALONG OLD GRADE FROM FENCE ACROSS
 HZ0077'GRADE JUST NORTHEAST OF A MOTOR CAR SIDING, 39.0 FEET NORTHWEST OF
 HZ0077'THE CENTER OF THE OLD GRADE, 25.4 FEET SOUTHEAST OF THE NORTHWEST
 HZ0077'RIGHT-OF-WAY FENCE, 10.5 FEET NORTHWEST OF SITE OF POLE MARKED BY
 HZ0077'LARGE CLINKER AND OLD INSULATORS, DIRECTLY ACROSS GRADE FROM
 HZ0077'3-FOOT STUMP, 1.5 FEET ABOVE THE LEVEL OF OLD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1110 ***********************************************************************
 GY1110  DESIGNATION -  F 320
 GY1110  PID         -  GY1110
 GY1110  STATE/COUNTY-  KY/PIKE
 GY1110  USGS QUAD   -  PIKEVILLE (1992)
 GY1110
 GY1110                         *CURRENT SURVEY CONTROL
 GY1110  ___________________________________________________________________
 GY1110* NAD 83(1986)-  37 27 36.     (N)    082 31 50.     (W)     SCALED    
 GY1110* NAVD 88     -       203.090  (meters)     666.30   (feet)  ADJUSTED  
 GY1110  ___________________________________________________________________
 GY1110  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GY1110  DYNAMIC HT  -         202.935 (meters)     665.80  (feet)  COMP
 GY1110  MODELED GRAV-     979,860.8   (mgal)                       NAVD 88
 GY1110
 GY1110  VERT ORDER  -  SECOND    CLASS 0
 GY1110
 GY1110.The horizontal coordinates were scaled from a topographic map and have
 GY1110.an estimated accuracy of +/- 6 seconds.
 GY1110
 GY1110.The orthometric height was determined by differential leveling
 GY1110.and adjusted by the National Geodetic Survey in June 1991..
 GY1110
 GY1110.The geoid height was determined by GEOID03.
 GY1110
 GY1110.The dynamic height is computed by dividing the NAVD 88
 GY1110.geopotential number by the normal gravity value computed on the
 GY1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1110.degrees latitude (g = 980.6199 gals.).
 GY1110
 GY1110.The modeled gravity was interpolated from observed gravity values.
 GY1110
 GY1110;                    North         East    Units  Estimated Accuracy
 GY1110;SPC KY1Z     - 1,129,950.    1,784,760.      MT  (+/- 180 meters Scaled)
 GY1110
 GY1110                          SUPERSEDED SURVEY CONTROL
 GY1110
 GY1110  NGVD 29 (??/??/92)  203.290  (m)          666.96   (f) ADJ UNCH    2 0
 GY1110
 GY1110.Superseded values are not recommended for survey control.
 GY1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1110.See file dsdata.txt to determine how the superseded data were derived.
 GY1110
 GY1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB646470(NAD 83)
 GY1110_MARKER: DB = BENCH MARK DISK
 GY1110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1110_SP_SET: CULVERT
 GY1110_STAMPING: F 320 1953 666.691
 GY1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1110
 GY1110  HISTORY     - Date     Condition        Report By
 GY1110  HISTORY     - 1953     MONUMENTED       CGS
 GY1110  HISTORY     - 1956     GOOD             NGS
 GY1110  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY1110
 GY1110                          STATION DESCRIPTION
 GY1110
 GY1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1110'2.6 MI SW FROM PIKEVILLE.
 GY1110'2.2 MILES SOUTH ALONG CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY1110'STATION AT PIKEVILLE TO RAILROAD BRIDGE OVER ISLAND CREEK AT TITAN
 GY1110'SIDING, THENCE 0.45 MILE SOUTHWEST ALONG A ROAD FOLLOWING ISLAND
 GY1110'CREEK, SET IN THE TOP AND 2.5 FEET NORTH OF THE SOUTH END OF WEST
 GY1110'HEAD WALL OF A 6-FOOT CONCRETE AND STONE BOX CULVERT FOR COAL
 GY1110'HOLLOW BRANCH, 21 FEET WEST OF CENTER OF ROAD, 30 FEET NORTH OF
 GY1110'CENTER OF ROAD WEST UP COAL HOLLOW BRANCH AND ABOUT 5 FEET BELOW
 GY1110'LEVEL OF ROAD.
 GY1110
 GY1110                          STATION RECOVERY (1976)
 GY1110
 GY1110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY1110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1529 ***********************************************************************
 GY1529  DESIGNATION -  F 321
 GY1529  PID         -  GY1529
 GY1529  STATE/COUNTY-  KY/FLOYD
 GY1529  USGS QUAD   -  HAROLD (1992)
 GY1529
 GY1529                         *CURRENT SURVEY CONTROL
 GY1529  ___________________________________________________________________
 GY1529* NAD 83(1986)-  37 31 37.     (N)    082 39 53.     (W)     SCALED    
 GY1529* NAVD 88     -       204.851  (meters)     672.08   (feet)  ADJUSTED  
 GY1529  ___________________________________________________________________
 GY1529  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GY1529  DYNAMIC HT  -         204.694 (meters)     671.57  (feet)  COMP
 GY1529  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 GY1529
 GY1529  VERT ORDER  -  SECOND    CLASS 0
 GY1529
 GY1529.The horizontal coordinates were scaled from a topographic map and have
 GY1529.an estimated accuracy of +/- 6 seconds.
 GY1529
 GY1529.The orthometric height was determined by differential leveling
 GY1529.and adjusted by the National Geodetic Survey in June 1991..
 GY1529
 GY1529.The geoid height was determined by GEOID03.
 GY1529
 GY1529.The dynamic height is computed by dividing the NAVD 88
 GY1529.geopotential number by the normal gravity value computed on the
 GY1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1529.degrees latitude (g = 980.6199 gals.).
 GY1529
 GY1529.The modeled gravity was interpolated from observed gravity values.
 GY1529
 GY1529;                    North         East    Units  Estimated Accuracy
 GY1529;SPC KY1Z     - 1,136,980.    1,772,650.      MT  (+/- 180 meters Scaled)
 GY1529
 GY1529                          SUPERSEDED SURVEY CONTROL
 GY1529
 GY1529  NGVD 29 (??/??/92)  205.042  (m)          672.71   (f) ADJ UNCH    2 0
 GY1529
 GY1529.Superseded values are not recommended for survey control.
 GY1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1529.See file dsdata.txt to determine how the superseded data were derived.
 GY1529
 GY1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB529546(NAD 83)
 GY1529_MARKER: DB = BENCH MARK DISK
 GY1529_SETTING: 66 = SET IN ROCK OUTCROP
 GY1529_SP_SET: ROCK CUT
 GY1529_STAMPING: F 321 1953 672.709
 GY1529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1529+STABILITY: POSITION/ELEVATION WELL
 GY1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1529+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2001
 GY1529
 GY1529  HISTORY     - Date     Condition        Report By
 GY1529  HISTORY     - 1953     MONUMENTED       CGS
 GY1529  HISTORY     - 1956     GOOD             NGS
 GY1529  HISTORY     - 20010611 GOOD             KYDT
 GY1529  HISTORY     - 20010613 GOOD             KYDT
 GY1529  HISTORY     - 20040401 POOR             KYDT
 GY1529
 GY1529                          STATION DESCRIPTION
 GY1529
 GY1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1529'2.3 MI W FROM HAROLD.
 GY1529'0.6 MILE WEST ALONG STATE HIGHWAY 979 FROM THE C. AND O. RR.
 GY1529'STATION AT HAROLD, THENCE 1.7 MILES NORTHWEST AND WEST ALONG
 GY1529'ROAD FOLLOWING LITTLE MUD CREEK, 0.9 MILE NORTHEAST OF A CONCRETE
 GY1529'AND STEEL BRIDGE OVER BIG BRANCH, SET VERTICALLY IN THE EAST
 GY1529'FACE OF A 6-FOOT HIGH ROCK CUT, 14 FEET WEST SOUTHWEST OF CENTER
 GY1529'LINE OF ROAD, 12 YARDS SOUTH OF NORTH END OF CUT, 8 YARDS NORTH
 GY1529'OF WEST END OF A CULVERT, AND 4 FEET ABOVE LEVEL OF ROAD.
 GY1529
 GY1529                          STATION RECOVERY (2001)
 GY1529
 GY1529'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1529'RECOVERED IN GOOD CONDITION.
 GY1529
 GY1529                          STATION RECOVERY (2001)
 GY1529
 GY1529'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1529'RECOVERED IN GOOD CONDITION.
 GY1529
 GY1529                          STATION RECOVERY (2004)
 GY1529
 GY1529'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1529'MARK FOUND MUTILATED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2169 ***********************************************************************
 GY2169  DESIGNATION -  F 322
 GY2169  PID         -  GY2169
 GY2169  STATE/COUNTY-  KY/KNOTT
 GY2169  USGS QUAD   -  VICCO (1992)
 GY2169
 GY2169                         *CURRENT SURVEY CONTROL
 GY2169  ___________________________________________________________________
 GY2169* NAD 83(1986)-  37 13 53.     (N)    083 00 45.     (W)     SCALED    
 GY2169* NAVD 88     -       299.220  (meters)     981.69   (feet)  ADJUSTED  
 GY2169  ___________________________________________________________________
 GY2169  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GY2169  DYNAMIC HT  -         298.976 (meters)     980.89  (feet)  COMP
 GY2169  MODELED GRAV-     979,807.5   (mgal)                       NAVD 88
 GY2169
 GY2169  VERT ORDER  -  SECOND    CLASS 0
 GY2169
 GY2169.The horizontal coordinates were scaled from a topographic map and have
 GY2169.an estimated accuracy of +/- 6 seconds.
 GY2169
 GY2169.The orthometric height was determined by differential leveling
 GY2169.and adjusted by the National Geodetic Survey in June 1991..
 GY2169
 GY2169.The geoid height was determined by GEOID03.
 GY2169
 GY2169.The dynamic height is computed by dividing the NAVD 88
 GY2169.geopotential number by the normal gravity value computed on the
 GY2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2169.degrees latitude (g = 980.6199 gals.).
 GY2169
 GY2169.The modeled gravity was interpolated from observed gravity values.
 GY2169
 GY2169;                    North         East    Units  Estimated Accuracy
 GY2169;SPC KY1Z     - 1,103,230.    1,742,890.      MT  (+/- 180 meters Scaled)
 GY2169
 GY2169                          SUPERSEDED SURVEY CONTROL
 GY2169
 GY2169  NGVD 29 (??/??/92)  299.380  (m)          982.22   (f) ADJ UNCH    2 0
 GY2169
 GY2169.Superseded values are not recommended for survey control.
 GY2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2169.See file dsdata.txt to determine how the superseded data were derived.
 GY2169
 GY2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB214224(NAD 83)
 GY2169_MARKER: DB = BENCH MARK DISK
 GY2169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2169_SP_SET: CULVERT
 GY2169_STAMPING: F 322 1953 982.216
 GY2169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2169
 GY2169  HISTORY     - Date     Condition        Report By
 GY2169  HISTORY     - 1953     MONUMENTED       CGS
 GY2169  HISTORY     - 1956     GOOD             NGS
 GY2169  HISTORY     - 19960611 MARK NOT FOUND   KYDT
 GY2169
 GY2169                          STATION DESCRIPTION
 GY2169
 GY2169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2169'3.3 MI E FROM SASSAFRAS.
 GY2169'3.3 MILES EAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 GY2169'HIGHWAY 354 AT SASSAFRAS, 3.15 MILES WEST ALONG STATE HIGHWAY 15
 GY2169'FROM JUNCTION OF STATE HIGHWAY 160 AT CODY, 0.85 MILE WEST OF
 GY2169'JUNCTION OF A ROAD NORTH ALONG IRISHMAN CREEK TO AMBURGEY, SET
 GY2169'IN THE TOP AND 4 FEET WEST OF THE EAST END OF THE SOUTH HEAD
 GY2169'WALL OF 3-FOOT CONCRETE AND STONE BOX CULVERT, 14 FEET SOUTH OF
 GY2169'CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT ABOVE LEVEL OF
 GY2169'HIGHWAY.
 GY2169
 GY2169                          STATION RECOVERY (1996)
 GY2169
 GY2169'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2169'MARK, IF STILL HERE, IS BENEATH WATERS OF CARR FORK LAKE, CONSIDER
 GY2169'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1176 ***********************************************************************
 GY1176  DESIGNATION -  F 323
 GY1176  PID         -  GY1176
 GY1176  STATE/COUNTY-  KY/KNOTT
 GY1176  USGS QUAD   -  WAYLAND (1992)
 GY1176
 GY1176                         *CURRENT SURVEY CONTROL
 GY1176  ___________________________________________________________________
 GY1176* NAD 83(1986)-  37 24 00.     (N)    082 47 17.     (W)     SCALED    
 GY1176* NAVD 88     -       234.363  (meters)     768.91   (feet)  ADJUSTED  
 GY1176  ___________________________________________________________________
 GY1176  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GY1176  DYNAMIC HT  -         234.177 (meters)     768.30  (feet)  COMP
 GY1176  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 GY1176
 GY1176  VERT ORDER  -  SECOND    CLASS 0
 GY1176
 GY1176.The horizontal coordinates were scaled from a topographic map and have
 GY1176.an estimated accuracy of +/- 6 seconds.
 GY1176
 GY1176.The orthometric height was determined by differential leveling
 GY1176.and adjusted by the National Geodetic Survey in June 1991..
 GY1176
 GY1176.The geoid height was determined by GEOID03.
 GY1176
 GY1176.The dynamic height is computed by dividing the NAVD 88
 GY1176.geopotential number by the normal gravity value computed on the
 GY1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1176.degrees latitude (g = 980.6199 gals.).
 GY1176
 GY1176.The modeled gravity was interpolated from observed gravity values.
 GY1176
 GY1176;                    North         East    Units  Estimated Accuracy
 GY1176;SPC KY1Z     - 1,122,540.    1,762,200.      MT  (+/- 180 meters Scaled)
 GY1176
 GY1176                          SUPERSEDED SURVEY CONTROL
 GY1176
 GY1176  NGVD 29 (??/??/92)  234.536  (m)          769.47   (f) ADJ UNCH    2 0
 GY1176
 GY1176.Superseded values are not recommended for survey control.
 GY1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1176.See file dsdata.txt to determine how the superseded data were derived.
 GY1176
 GY1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB417407(NAD 83)
 GY1176_MARKER: DB = BENCH MARK DISK
 GY1176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1176_SP_SET: CULVERT
 GY1176_STAMPING: F 323 1953 769.474
 GY1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1176+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 GY1176
 GY1176  HISTORY     - Date     Condition        Report By
 GY1176  HISTORY     - 1953     MONUMENTED       CGS
 GY1176  HISTORY     - 1956     GOOD             NGS
 GY1176  HISTORY     - 20060124 GOOD             KYTC
 GY1176
 GY1176                          STATION DESCRIPTION
 GY1176
 GY1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1176'5.4 MI S FROM WAYLAND.
 GY1176'5.4 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE HIGH SCHOOL AT
 GY1176'WAYLAND, SET IN THE TOP AND 4 FEET NORTH OF THE SOUTH END OF THE
 GY1176'WEST HEAD WALL OF A 5-FOOT STONE AND CONCRETE BOX CULVERT FOR
 GY1176'BRANCH FROM THE WEST, 15 FEET WEST OF THE CENTER LINE OF HIGHWAY,
 GY1176'SOUTHWEST AND ACROSS HIGHWAY FROM A PIPE LINE PUMPING STATION
 GY1176'AND ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
 GY1176
 GY1176                          STATION RECOVERY (2006)
 GY1176
 GY1176'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1022 ***********************************************************************
 GY1022  DESIGNATION -  F 324
 GY1022  PID         -  GY1022
 GY1022  STATE/COUNTY-  KY/LETCHER
 GY1022  USGS QUAD   -  MAYKING (1992)
 GY1022
 GY1022                         *CURRENT SURVEY CONTROL
 GY1022  ___________________________________________________________________
 GY1022* NAD 83(1986)-  37 10 39.     (N)    082 49 37.     (W)     SCALED    
 GY1022* NAVD 88     -       438.528  (meters)    1438.74   (feet)  ADJUSTED  
 GY1022  ___________________________________________________________________
 GY1022  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GY1022  DYNAMIC HT  -         438.166 (meters)    1437.55  (feet)  COMP
 GY1022  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 GY1022
 GY1022  VERT ORDER  -  SECOND    CLASS 0
 GY1022
 GY1022.The horizontal coordinates were scaled from a topographic map and have
 GY1022.an estimated accuracy of +/- 6 seconds.
 GY1022
 GY1022.The orthometric height was determined by differential leveling
 GY1022.and adjusted by the National Geodetic Survey in June 1991..
 GY1022
 GY1022.The geoid height was determined by GEOID03.
 GY1022
 GY1022.The dynamic height is computed by dividing the NAVD 88
 GY1022.geopotential number by the normal gravity value computed on the
 GY1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1022.degrees latitude (g = 980.6199 gals.).
 GY1022
 GY1022.The modeled gravity was interpolated from observed gravity values.
 GY1022
 GY1022;                    North         East    Units  Estimated Accuracy
 GY1022;SPC KY1Z     - 1,097,750.    1,759,530.      MT  (+/- 180 meters Scaled)
 GY1022
 GY1022                          SUPERSEDED SURVEY CONTROL
 GY1022
 GY1022  NGVD 29 (??/??/92)  438.683  (m)         1439.25   (f) ADJ UNCH    2 0
 GY1022
 GY1022.Superseded values are not recommended for survey control.
 GY1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1022.See file dsdata.txt to determine how the superseded data were derived.
 GY1022
 GY1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB378161(NAD 83)
 GY1022_MARKER: DB = BENCH MARK DISK
 GY1022_SETTING: 66 = SET IN ROCK OUTCROP
 GY1022_SP_SET: ROCK CUT
 GY1022_STAMPING: F 324 1953 1439.246
 GY1022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1022+STABILITY: POSITION/ELEVATION WELL
 GY1022
 GY1022  HISTORY     - Date     Condition        Report By
 GY1022  HISTORY     - 1953     MONUMENTED       CGS
 GY1022  HISTORY     - 1956     GOOD             NGS
 GY1022
 GY1022                          STATION DESCRIPTION
 GY1022
 GY1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1022'5 MI N FROM WHITESBURG.
 GY1022'5.05 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE COURT HOUSE AT
 GY1022'WHITESBURG, 0.7 MILE SOUTHEAST OF THE JUNCTION OF A BLACK TOP
 GY1022'ROAD NORTH TO COLSON, 0.9 MILE SOUTHEAST OF THE TOP OF SAND LICK
 GY1022'GAP, 0.3 MILE NORTH OF A BRIDGE OVER SAND LICK CREEK, SET
 GY1022'VERTICALLY IN THE WEST FACE OF A SOLID ROCK NEAR THE CENTER OF
 GY1022'A ROCK CUT, 16.5 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY,
 GY1022'113 FEET NORTHWEST OF NORTHEAST END OF A PIPE CULVERT, ABOUT 3.5
 GY1022'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1157 ***********************************************************************
 GY1157  DESIGNATION -  F 325
 GY1157  PID         -  GY1157
 GY1157  STATE/COUNTY-  KY/LETCHER
 GY1157  USGS QUAD   -  JENKINS WEST (1992)
 GY1157
 GY1157                         *CURRENT SURVEY CONTROL
 GY1157  ___________________________________________________________________
 GY1157* NAD 83(1986)-  37 11 28.     (N)    082 42 47.     (W)     SCALED    
 GY1157* NAVD 88     -       392.707  (meters)    1288.41   (feet)  ADJUSTED  
 GY1157  ___________________________________________________________________
 GY1157  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GY1157  DYNAMIC HT  -         392.375 (meters)    1287.32  (feet)  COMP
 GY1157  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 GY1157
 GY1157  VERT ORDER  -  SECOND    CLASS 0
 GY1157
 GY1157.The horizontal coordinates were scaled from a topographic map and have
 GY1157.an estimated accuracy of +/- 6 seconds.
 GY1157
 GY1157.The orthometric height was determined by differential leveling
 GY1157.and adjusted by the National Geodetic Survey in June 1991..
 GY1157
 GY1157.The geoid height was determined by GEOID03.
 GY1157
 GY1157.The dynamic height is computed by dividing the NAVD 88
 GY1157.geopotential number by the normal gravity value computed on the
 GY1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1157.degrees latitude (g = 980.6199 gals.).
 GY1157
 GY1157.The modeled gravity was interpolated from observed gravity values.
 GY1157
 GY1157;                    North         East    Units  Estimated Accuracy
 GY1157;SPC KY1Z     - 1,099,590.    1,769,590.      MT  (+/- 180 meters Scaled)
 GY1157
 GY1157                          SUPERSEDED SURVEY CONTROL
 GY1157
 GY1157  NGVD 29 (??/??/92)  392.862  (m)         1288.91   (f) ADJ UNCH    2 0
 GY1157
 GY1157.Superseded values are not recommended for survey control.
 GY1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1157.See file dsdata.txt to determine how the superseded data were derived.
 GY1157
 GY1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB479174(NAD 83)
 GY1157_MARKER: DB = BENCH MARK DISK
 GY1157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1157_SP_SET: BUILDING
 GY1157_STAMPING: F 325 1953 1288.915
 GY1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1157
 GY1157  HISTORY     - Date     Condition        Report By
 GY1157  HISTORY     - 1953     MONUMENTED       CGS
 GY1157  HISTORY     - 1956     GOOD             NGS
 GY1157
 GY1157                          STATION DESCRIPTION
 GY1157
 GY1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1157'AT NEON.
 GY1157'AT NEON, ABOUT 35 YARDS EAST ALONG STATE HIGHWAY 343 FROM THE
 GY1157'JUNCTION OF STATE HIGHWAY 317, AT THE CROSSING OF THE L. AND N.
 GY1157'RR., SET VERTICALLY IN THE SOUTHEAST FACE (FACING TRACK) OF STONE
 GY1157'MASONRY BUILDING HOUSING BENTLY HOTEL, BANK OF NEON, AND OTHER
 GY1157'SHOPS, 15 FEET NORTHWEST OF NORTHWEST RAIL OF TRACK, 6.5 FEET SOUTH
 GY1157'OF SOUTH CURB OF HIGHWAY 343, 2 FEET SOUTHWEST OF EAST CORNER OF
 GY1157'BUILDING AND ABOUT 3.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0965 ***********************************************************************
 GY0965  DESIGNATION -  F 326
 GY0965  PID         -  GY0965
 GY0965  STATE/COUNTY-  KY/LETCHER
 GY0965  USGS QUAD   -  FLAT GAP (1978)
 GY0965
 GY0965                         *CURRENT SURVEY CONTROL
 GY0965  ___________________________________________________________________
 GY0965* NAD 83(1986)-  37 04 24.     (N)    082 43 49.     (W)     SCALED    
 GY0965* NAVD 88     -       631.608  (meters)    2072.20   (feet)  ADJUSTED  
 GY0965  ___________________________________________________________________
 GY0965  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GY0965  DYNAMIC HT  -         631.049 (meters)    2070.37  (feet)  COMP
 GY0965  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 GY0965
 GY0965  VERT ORDER  -  SECOND    CLASS 0
 GY0965
 GY0965.The horizontal coordinates were scaled from a topographic map and have
 GY0965.an estimated accuracy of +/- 6 seconds.
 GY0965
 GY0965.The orthometric height was determined by differential leveling
 GY0965.and adjusted by the National Geodetic Survey in June 1991..
 GY0965
 GY0965.The geoid height was determined by GEOID03.
 GY0965
 GY0965.The dynamic height is computed by dividing the NAVD 88
 GY0965.geopotential number by the normal gravity value computed on the
 GY0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0965.degrees latitude (g = 980.6199 gals.).
 GY0965
 GY0965.The modeled gravity was interpolated from observed gravity values.
 GY0965
 GY0965;                    North         East    Units  Estimated Accuracy
 GY0965;SPC KY1Z     - 1,086,470.    1,768,490.      MT  (+/- 180 meters Scaled)
 GY0965
 GY0965                          SUPERSEDED SURVEY CONTROL
 GY0965
 GY0965  NGVD 29 (??/??/92)  631.734  (m)         2072.61   (f) ADJ UNCH    2 0
 GY0965
 GY0965.Superseded values are not recommended for survey control.
 GY0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0965.See file dsdata.txt to determine how the superseded data were derived.
 GY0965
 GY0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB461044(NAD 83)
 GY0965_MARKER: DB = BENCH MARK DISK
 GY0965_SETTING: 66 = SET IN ROCK OUTCROP
 GY0965_SP_SET: ROCK CUT
 GY0965_STAMPING: F 326 1953 2072.614
 GY0965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0965+STABILITY: POSITION/ELEVATION WELL
 GY0965
 GY0965  HISTORY     - Date     Condition        Report By
 GY0965  HISTORY     - 1953     MONUMENTED       CGS
 GY0965  HISTORY     - 1956     GOOD             NGS
 GY0965
 GY0965                          STATION DESCRIPTION
 GY0965
 GY0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0965'1.6 MI W FROM FLAT GAP.
 GY0965'IN KENTUCKY, 1.65 MILES WEST ALONG A BLACK TOP ROAD FROM THE
 GY0965'JUNCTION OF COUNTY ROAD 707 AT FLAT GAP, VIRGINIA, 0.3 MILE WEST
 GY0965'OF THE KENTUCKY - VIRGINIA STATE LINE, 0.35 MILE NORTHEAST OF
 GY0965'UPPER CUMBERLAND SCHOOL, 0.15 MILE WEST OF A CONCRETE AND STONE
 GY0965'BRIDGE OVER A CREEK FROM THE NORTH, 0.2 MILE NORTHEAST OF A
 GY0965'BRIDGE OVER THE CUMBERLAND RIVER, SET VERTICALLY IN THE EAST
 GY0965'FACE OF AN 8-FOOT HIGH ROCK CUT, 15 FEET NORTHWEST OF CENTER
 GY0965'OF ROAD AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1351 ***********************************************************************
 GA1351  DESIGNATION -  F 327
 GA1351  PID         -  GA1351
 GA1351  STATE/COUNTY-  KY/HARLAN
 GA1351  USGS QUAD   -  BENHAM (1979)
 GA1351
 GA1351                         *CURRENT SURVEY CONTROL
 GA1351  ___________________________________________________________________
 GA1351* NAD 83(1986)-  36 57 46.     (N)    082 54 24.     (W)     SCALED    
 GA1351* NAVD 88     -       548.536  (meters)    1799.66   (feet)  ADJUSTED  
 GA1351  ___________________________________________________________________
 GA1351  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1351  DYNAMIC HT  -         548.025 (meters)    1797.98  (feet)  COMP
 GA1351  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 GA1351
 GA1351  VERT ORDER  -  SECOND    CLASS 0
 GA1351
 GA1351.The horizontal coordinates were scaled from a topographic map and have
 GA1351.an estimated accuracy of +/- 6 seconds.
 GA1351
 GA1351.The orthometric height was determined by differential leveling
 GA1351.and adjusted by the National Geodetic Survey in June 1991..
 GA1351
 GA1351.The geoid height was determined by GEOID03.
 GA1351
 GA1351.The dynamic height is computed by dividing the NAVD 88
 GA1351.geopotential number by the normal gravity value computed on the
 GA1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1351.degrees latitude (g = 980.6199 gals.).
 GA1351
 GA1351.The modeled gravity was interpolated from observed gravity values.
 GA1351
 GA1351;                    North         East    Units  Estimated Accuracy
 GA1351;SPC KY1Z     - 1,073,720.    1,753,180.      MT  (+/- 180 meters Scaled)
 GA1351
 GA1351                          SUPERSEDED SURVEY CONTROL
 GA1351
 GA1351  NGVD 29 (??/??/92)  548.614  (m)         1799.91   (f) ADJ UNCH    2 0
 GA1351
 GA1351.Superseded values are not recommended for survey control.
 GA1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1351.See file dsdata.txt to determine how the superseded data were derived.
 GA1351
 GA1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA302924(NAD 83)
 GA1351_MARKER: DB = BENCH MARK DISK
 GA1351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1351_SP_SET: STEP
 GA1351_STAMPING: F 327 1953 1799.911
 GA1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1351
 GA1351  HISTORY     - Date     Condition        Report By
 GA1351  HISTORY     - 1953     MONUMENTED       CGS
 GA1351  HISTORY     - 1956     GOOD             NGS
 GA1351
 GA1351                          STATION DESCRIPTION
 GA1351
 GA1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1351'AT LYNCH.
 GA1351'AT LYNCH, 0.55 MILE EAST ALONG STATE HIGHWAY 160 FROM THE
 GA1351'LOUISVILLE AND NASHVILLE RAILROAD STATION, SET IN THE TOP OF THE
 GA1351'NORTHEAST CORNER OF THE TOP STEP OF THE NORTH AND MAIN ENTRANCE
 GA1351'TO THE HIGH SCHOOL, 21.5 FEET SOUTH OF SOUTH CURB OF HIGHWAY AND
 GA1351'ABOUT 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1720 ***********************************************************************
 GA1720  DESIGNATION -  F 328
 GA1720  PID         -  GA1720
 GA1720  STATE/COUNTY-  KY/HARLAN
 GA1720  USGS QUAD   -  LOUELLEN (1982)
 GA1720
 GA1720                         *CURRENT SURVEY CONTROL
 GA1720  ___________________________________________________________________
 GA1720* NAD 83(1986)-  36 54 43.     (N)    083 00 00.     (W)     SCALED    
 GA1720* NAVD 88     -      1093.112  (meters)    3586.32   (feet)  ADJUSTED  
 GA1720  ___________________________________________________________________
 GA1720  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA1720  DYNAMIC HT  -        1092.169 (meters)    3583.22  (feet)  COMP
 GA1720  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 GA1720
 GA1720  VERT ORDER  -  SECOND    CLASS 0
 GA1720
 GA1720.The horizontal coordinates were scaled from a topographic map and have
 GA1720.an estimated accuracy of +/- 6 seconds.
 GA1720
 GA1720.The orthometric height was determined by differential leveling
 GA1720.and adjusted by the National Geodetic Survey in June 1991..
 GA1720
 GA1720.The geoid height was determined by GEOID03.
 GA1720
 GA1720.The dynamic height is computed by dividing the NAVD 88
 GA1720.geopotential number by the normal gravity value computed on the
 GA1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1720.degrees latitude (g = 980.6199 gals.).
 GA1720
 GA1720.The modeled gravity was interpolated from observed gravity values.
 GA1720
 GA1720;                    North         East    Units  Estimated Accuracy
 GA1720;SPC KY1Z     - 1,067,830.    1,745,040.      MT  (+/- 180 meters Scaled)
 GA1720
 GA1720                          SUPERSEDED SURVEY CONTROL
 GA1720
 GA1720  NGVD 29 (??/??/92) 1093.285  (m)         3586.89   (f) ADJ UNCH    2 0
 GA1720
 GA1720.Superseded values are not recommended for survey control.
 GA1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1720.See file dsdata.txt to determine how the superseded data were derived.
 GA1720
 GA1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA218869(NAD 83)
 GA1720_MARKER: DB = BENCH MARK DISK
 GA1720_SETTING: 66 = SET IN ROCK OUTCROP
 GA1720_SP_SET: OUTCROP
 GA1720_STAMPING: F 328 1953 3586.886
 GA1720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1720+STABILITY: POSITION/ELEVATION WELL
 GA1720
 GA1720  HISTORY     - Date     Condition        Report By
 GA1720  HISTORY     - 1953     MONUMENTED       CGS
 GA1720  HISTORY     - 1956     GOOD             NGS
 GA1720
 GA1720                          STATION DESCRIPTION
 GA1720
 GA1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1720'7.7 MI NE FROM LOUELLEN.
 GA1720'7.7 MILES NORTHEAST ALONG ROAD FOLLOWING FUGITT CREEK AND UP
 GA1720'WEST SLOPE AND OVER TOP OF BLACK MOUNTAIN FROM JUNCTION OF STATE
 GA1720'HIGHWAY 38 AND SCHOOL AT LOUELLEN, 5.3 MILES WEST AND NORTHWEST
 GA1720'OF A ROCK FORMATION LOCALLY KNOWN AS ROCKHOUSE, 0.45 MILE
 GA1720'WEST OF THE BOTTOM OF GRADE AND JUNCTION OF A SMALL ROAD
 GA1720'NORTHEAST AND DOWNHILL, ABOUT 50 YARDS NORTHWEST OF A SHARP TURN
 GA1720'IN ROAD WITH TANGENTS EXTENDING NORTHWEST AND NORTHEAST, 40 FEET
 GA1720'NORTHEAST OF CENTER LINE OF ROAD, SET IN THE TOP OF THE
 GA1720'SOUTHWEST END OF A 5-FOOT LONG, 3-FOOT WIDE, AND 2 1/2-FOOT
 GA1720'HIGH OUTCROP AND ABOUT 7 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1698 ***********************************************************************
 GA1698  DESIGNATION -  F 329
 GA1698  PID         -  GA1698
 GA1698  STATE/COUNTY-  KY/HARLAN
 GA1698  USGS QUAD   -  EVARTS (1954)
 GA1698
 GA1698                         *CURRENT SURVEY CONTROL
 GA1698  ___________________________________________________________________
 GA1698* NAD 83(1986)-  36 51 11.     (N)    083 13 53.     (W)     SCALED    
 GA1698* NAVD 88     -       388.184  (meters)    1273.57   (feet)  ADJUSTED  
 GA1698  ___________________________________________________________________
 GA1698  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA1698  DYNAMIC HT  -         387.846 (meters)    1272.46  (feet)  COMP
 GA1698  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 GA1698
 GA1698  VERT ORDER  -  SECOND    CLASS 0
 GA1698
 GA1698.The horizontal coordinates were scaled from a topographic map and have
 GA1698.an estimated accuracy of +/- 6 seconds.
 GA1698
 GA1698.The orthometric height was determined by differential leveling
 GA1698.and adjusted by the National Geodetic Survey in June 1991..
 GA1698
 GA1698.The geoid height was determined by GEOID03.
 GA1698
 GA1698.The dynamic height is computed by dividing the NAVD 88
 GA1698.geopotential number by the normal gravity value computed on the
 GA1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1698.degrees latitude (g = 980.6199 gals.).
 GA1698
 GA1698.The modeled gravity was interpolated from observed gravity values.
 GA1698
 GA1698;                    North         East    Units  Estimated Accuracy
 GA1698;SPC KY1Z     - 1,060,710.    1,724,600.      MT  (+/- 180 meters Scaled)
 GA1698
 GA1698                          SUPERSEDED SURVEY CONTROL
 GA1698
 GA1698  NGVD 29 (??/??/92)  388.328  (m)         1274.04   (f) ADJ UNCH    2 0
 GA1698
 GA1698.Superseded values are not recommended for survey control.
 GA1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1698.See file dsdata.txt to determine how the superseded data were derived.
 GA1698
 GA1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA010808(NAD 83)
 GA1698_MARKER: DB = BENCH MARK DISK
 GA1698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1698_SP_SET: CULVERT
 GA1698_STAMPING: F 329 1953 1274.039
 GA1698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1698
 GA1698  HISTORY     - Date     Condition        Report By
 GA1698  HISTORY     - 1953     MONUMENTED       CGS
 GA1698  HISTORY     - 1956     GOOD             NGS
 GA1698  HISTORY     - 20010514 MARK NOT FOUND   KYDT
 GA1698
 GA1698                          STATION DESCRIPTION
 GA1698
 GA1698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1698'2.5 MI SW FROM EVARTS.
 GA1698'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE RAILROAD
 GA1698'STATION AT EVARTS, BETWEEN THE HIGHWAY AND THE L. AND N. RR.
 GA1698'TRACKS, ACROSS TRACK FROM TELEPHONE POLE NO. 210, SET IN THE
 GA1698'TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL
 GA1698'OF A 12-INCH PIPE CULVERT UNDER HIGHWAY, 15 FEET SOUTHWEST
 GA1698'OF CENTER LINE OF HIGHWAY, SOUTH AND ACROSS HIGHWAY FROM THE
 GA1698'NORTHWEST END OF AN APPLE ORCHARD, ABOUT 3 FEET BELOW LEVEL
 GA1698'OF HIGHWAY.  NOTE-- CONCRETE OF HEAD WALL RESTS ON NATURAL
 GA1698'ROCK FORMATION UNDER HIGHWAY.
 GA1698
 GA1698                          STATION RECOVERY (2001)
 GA1698
 GA1698'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1698'THERE HAS BEEN PREVIOUS ROAD WORK AT LOCATION, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1789 ***********************************************************************
 HY1789  DESIGNATION -  F 33
 HY1789  PID         -  HY1789
 HY1789  STATE/COUNTY-  KY/NICHOLAS
 HY1789  USGS QUAD   -  MOOREFIELD (1978)
 HY1789
 HY1789                         *CURRENT SURVEY CONTROL
 HY1789  ___________________________________________________________________
 HY1789* NAD 83(1986)-  38 21 02.     (N)    083 57 20.     (W)     SCALED    
 HY1789* NAVD 88     -       195.006  (meters)     639.78   (feet)  ADJUSTED  
 HY1789  ___________________________________________________________________
 HY1789  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HY1789  DYNAMIC HT  -         194.866 (meters)     639.32  (feet)  COMP
 HY1789  MODELED GRAV-     979,910.8   (mgal)                       NAVD 88
 HY1789
 HY1789  VERT ORDER  -  SECOND    CLASS 0
 HY1789
 HY1789.The horizontal coordinates were scaled from a topographic map and have
 HY1789.an estimated accuracy of +/- 6 seconds.
 HY1789
 HY1789.The orthometric height was determined by differential leveling
 HY1789.and adjusted by the National Geodetic Survey in June 1991..
 HY1789
 HY1789.The geoid height was determined by GEOID03.
 HY1789
 HY1789.The dynamic height is computed by dividing the NAVD 88
 HY1789.geopotential number by the normal gravity value computed on the
 HY1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1789.degrees latitude (g = 980.6199 gals.).
 HY1789
 HY1789.The modeled gravity was interpolated from observed gravity values.
 HY1789
 HY1789;                    North         East    Units  Estimated Accuracy
 HY1789;SPC KY1Z     - 1,225,390.    1,656,840.      MT  (+/- 180 meters Scaled)
 HY1789
 HY1789                          SUPERSEDED SURVEY CONTROL
 HY1789
 HY1789  NGVD 29 (??/??/92)  195.206  (m)          640.44   (f) ADJ UNCH    2 0
 HY1789
 HY1789.Superseded values are not recommended for survey control.
 HY1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1789.See file dsdata.txt to determine how the superseded data were derived.
 HY1789
 HY1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC417488(NAD 83)
 HY1789_MARKER: DB = BENCH MARK DISK
 HY1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1789_STAMPING: F 33 1935 640.438
 HY1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1789+STABILITY: SURFACE MOTION
 HY1789
 HY1789  HISTORY     - Date     Condition        Report By
 HY1789  HISTORY     - 1935     MONUMENTED       CGS
 HY1789  HISTORY     - 1955     GOOD             NGS
 HY1789
 HY1789                          STATION DESCRIPTION
 HY1789
 HY1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1789'AT MYERS.
 HY1789'AT MYERS, NEAR THE SITE OF THE OLD LOUISVILLE AND NASHVILLE
 HY1789'RAILROAD STATION SITE, 33.8 FEET NORTHEAST OF THE CENTER OF A
 HY1789'DIRT ROAD CROSSING AT RAIL JOINT IN NORTHWEST RAIL, 18.4 FEET
 HY1789'EAST NORTHEAST OF A 36-INCH ELM TREE, 13.7 FEET NORTHWEST OF
 HY1789'THE NORTHWEST RAIL, 1 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1684 ***********************************************************************
 GA1684  DESIGNATION -  F 330
 GA1684  PID         -  GA1684
 GA1684  STATE/COUNTY-  KY/HARLAN
 GA1684  USGS QUAD   -  LOUELLEN (1982)
 GA1684
 GA1684                         *CURRENT SURVEY CONTROL
 GA1684  ___________________________________________________________________
 GA1684* NAD 83(1986)-  36 53 05.     (N)    083 02 04.     (W)     SCALED    
 GA1684* NAVD 88     -       506.879  (meters)    1662.99   (feet)  ADJUSTED  
 GA1684  ___________________________________________________________________
 GA1684  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA1684  DYNAMIC HT  -         506.431 (meters)    1661.52  (feet)  COMP
 GA1684  MODELED GRAV-     979,732.6   (mgal)                       NAVD 88
 GA1684
 GA1684  VERT ORDER  -  SECOND    CLASS 0
 GA1684
 GA1684.The horizontal coordinates were scaled from a topographic map and have
 GA1684.an estimated accuracy of +/- 6 seconds.
 GA1684
 GA1684.The orthometric height was determined by differential leveling
 GA1684.and adjusted by the National Geodetic Survey in June 1991..
 GA1684
 GA1684.The geoid height was determined by GEOID03.
 GA1684
 GA1684.The dynamic height is computed by dividing the NAVD 88
 GA1684.geopotential number by the normal gravity value computed on the
 GA1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1684.degrees latitude (g = 980.6199 gals.).
 GA1684
 GA1684.The modeled gravity was interpolated from observed gravity values.
 GA1684
 GA1684;                    North         East    Units  Estimated Accuracy
 GA1684;SPC KY1Z     - 1,064,720.    1,742,060.      MT  (+/- 180 meters Scaled)
 GA1684
 GA1684                          SUPERSEDED SURVEY CONTROL
 GA1684
 GA1684  NGVD 29 (??/??/92)  507.012  (m)         1663.42   (f) ADJ UNCH    2 0
 GA1684
 GA1684.Superseded values are not recommended for survey control.
 GA1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1684.See file dsdata.txt to determine how the superseded data were derived.
 GA1684
 GA1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA186840(NAD 83)
 GA1684_MARKER: DB = BENCH MARK DISK
 GA1684_SETTING: 66 = SET IN ROCK OUTCROP
 GA1684_SP_SET: OUT
 GA1684_STAMPING: F 330 1953 1663.422
 GA1684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1684+STABILITY: POSITION/ELEVATION WELL
 GA1684
 GA1684  HISTORY     - Date     Condition        Report By
 GA1684  HISTORY     - 1953     MONUMENTED       CGS
 GA1684  HISTORY     - 1956     GOOD             NGS
 GA1684
 GA1684                          STATION DESCRIPTION
 GA1684
 GA1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1684'3.8 MI SE FROM LOUELLEN.
 GA1684'ABOUT 3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE
 GA1684'SCHOOL AT LOUELLEN, ABOUT 0.5 MILE EAST OF AN 8-FOOT CONCRETE
 GA1684'CULVERT FOR MARY WYNN BRANCH, SET VERTICALLY IN THE SOUTHEAST
 GA1684'FACE OF A SOLID ROCK IN A SHALY ROCK CUT, 19 FEET NORTHWEST
 GA1684'OF CENTER LINE OF HIGHWAY, 25 FEET NORTHEAST OF CENTER OF
 GA1684'NORTHWEST END OF A 30-INCH CORRUGATED PIPE CULVERT FOR A SMALL
 GA1684'DRAIN FROM THE NORTH, 1 1/2 FEET ABOVE AND 1 FOOT SOUTHWEST
 GA1684'OF AN ANCHOR FOR A TELEPHONE POLE IN FACE OF SAME ROCK, AND
 GA1684'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 GA1684
 GA1684                          STATION RECOVERY (1956)
 GA1684
 GA1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0973 ***********************************************************************
 HA0973  DESIGNATION -  F 331
 HA0973  PID         -  HA0973
 HA0973  STATE/COUNTY-  KY/HENDERSON
 HA0973  USGS QUAD   -  MOUNT VERNON (1981)
 HA0973
 HA0973                         *CURRENT SURVEY CONTROL
 HA0973  ___________________________________________________________________
 HA0973* NAD 83(1986)-  37 54 05.     (N)    087 55 09.     (W)     SCALED    
 HA0973* NAVD 88     -       108.378  (meters)     355.57   (feet)  ADJUSTED  
 HA0973  ___________________________________________________________________
 HA0973  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HA0973  DYNAMIC HT  -         108.304 (meters)     355.33  (feet)  COMP
 HA0973  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 HA0973
 HA0973  VERT ORDER  -  FIRST     CLASS II
 HA0973
 HA0973.The horizontal coordinates were scaled from a topographic map and have
 HA0973.an estimated accuracy of +/- 6 seconds.
 HA0973
 HA0973.The orthometric height was determined by differential leveling
 HA0973.and adjusted by the National Geodetic Survey in June 1991..
 HA0973
 HA0973.The geoid height was determined by GEOID03.
 HA0973
 HA0973.The dynamic height is computed by dividing the NAVD 88
 HA0973.geopotential number by the normal gravity value computed on the
 HA0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0973.degrees latitude (g = 980.6199 gals.).
 HA0973
 HA0973.The modeled gravity was interpolated from observed gravity values.
 HA0973
 HA0973;                    North         East    Units  Estimated Accuracy
 HA0973;SPC KY1Z     - 1,176,240.    1,309,260.      MT  (+/- 180 meters Scaled)
 HA0973
 HA0973                          SUPERSEDED SURVEY CONTROL
 HA0973
 HA0973  NGVD 29 (??/??/92)  108.479  (m)          355.90   (f) ADJ UNCH    1 2
 HA0973
 HA0973.Superseded values are not recommended for survey control.
 HA0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0973.See file dsdata.txt to determine how the superseded data were derived.
 HA0973
 HA0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG191952(NAD 83)
 HA0973_MARKER: DB = BENCH MARK DISK
 HA0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0973_STAMPING: F 331 1953
 HA0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0973+STABILITY: SURFACE MOTION
 HA0973
 HA0973  HISTORY     - Date     Condition        Report By
 HA0973  HISTORY     - 1953     MONUMENTED       CGS
 HA0973
 HA0973                          STATION DESCRIPTION
 HA0973
 HA0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0973'11 MI N FROM UNIONTOWN.
 HA0973'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 360 FROM THE
 HA0973'INTERSECTION OF MAIN STREET AT UNIONTOWN, THENCE ABOUT 5.65 MILES
 HA0973'NORTHEAST AND NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 4.8 MILES
 HA0973'WEST AND NORTH ALONG A ROAD FOLLOWING THE OHIO RIVER UPSTREAM,
 HA0973'ABOUT 2.1 MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 136 AT
 HA0973'A POINT ABOUT 0.15 MILE SOUTH OF THE FERRY LANDING LEADING TO
 HA0973'MOUNT VERNON, POSEY COUNTY, INDIANA, ABOUT 0.25 MILE NORTH OF A
 HA0973'RIGHT ANGLE TURN IN ROAD WITH TANGENTS EXTENDING NORTH AND EAST, 28
 HA0973'FEET EAST OF CENTER LINE OF ROAD, ABOUT 0.1 MILE NORTHWEST OF A
 HA0973'LARGE ABANDONED YELLOW FRAME HOUSE, 86 FEET EAST AND ACROSS ROAD
 HA0973'FROM A LONE 60-INCH POPLAR TREE, 14 FEET EAST OF A FENCE CORNER,
 HA0973'3 FEET NORTH OF A FENCE LINE, 14 FEET EAST OF A WHITE WOODEN
 HA0973'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE
 HA0973'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE MONUMENT
 HA0973'HAS BEEN HIT WITH A GRADER OR PLOW AND THE CORNER OF THE MONUMENT
 HA0973'HAS BEEN CHIPPED OFF.  THE MARK IS NOW AT THE VERY EDGE OF A BEAN
 HA0973'FIELD AND IT SHOULD BE MOVED CLOSER TO THE WITNESS POST, BECAUSE
 HA0973'THE EAST-WEST FENCE HAS BEEN TORN DOWN LEAVING THE MONUMENT IN
 HA0973'A PLOWED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1490 ***********************************************************************
 HZ1490  DESIGNATION -  F 332
 HZ1490  PID         -  HZ1490
 HZ1490  STATE/COUNTY-  KY/JEFFERSON
 HZ1490  USGS QUAD   -  NEW ALBANY (1992)
 HZ1490
 HZ1490                         *CURRENT SURVEY CONTROL
 HZ1490  ___________________________________________________________________
 HZ1490* NAD 83(1986)-  38 16 31.     (N)    085 47 49.     (W)     SCALED    
 HZ1490* NAVD 88     -       143.863  (meters)     471.99   (feet)  ADJUSTED  
 HZ1490  ___________________________________________________________________
 HZ1490  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1490  DYNAMIC HT  -         143.766 (meters)     471.67  (feet)  COMP
 HZ1490  MODELED GRAV-     979,952.5   (mgal)                       NAVD 88
 HZ1490
 HZ1490  VERT ORDER  -  FIRST     CLASS II
 HZ1490
 HZ1490.The horizontal coordinates were scaled from a topographic map and have
 HZ1490.an estimated accuracy of +/- 6 seconds.
 HZ1490
 HZ1490.The orthometric height was determined by differential leveling
 HZ1490.and adjusted by the National Geodetic Survey in June 1991..
 HZ1490
 HZ1490.The geoid height was determined by GEOID03.
 HZ1490
 HZ1490.The dynamic height is computed by dividing the NAVD 88
 HZ1490.geopotential number by the normal gravity value computed on the
 HZ1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1490.degrees latitude (g = 980.6199 gals.).
 HZ1490
 HZ1490.The modeled gravity was interpolated from observed gravity values.
 HZ1490
 HZ1490;                    North         East    Units  Estimated Accuracy
 HZ1490;SPC KY1Z     - 1,215,530.    1,495,890.      MT  (+/- 180 meters Scaled)
 HZ1490
 HZ1490                          SUPERSEDED SURVEY CONTROL
 HZ1490
 HZ1490  NGVD 29 (??/??/92)  144.007  (m)          472.46   (f) ADJ UNCH    1 2
 HZ1490
 HZ1490.Superseded values are not recommended for survey control.
 HZ1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1490.See file dsdata.txt to determine how the superseded data were derived.
 HZ1490
 HZ1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH052370(NAD 83)
 HZ1490_MARKER: DB = BENCH MARK DISK
 HZ1490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1490_SP_SET: ABUTMENT
 HZ1490_STAMPING: F 332 1954
 HZ1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1490
 HZ1490  HISTORY     - Date     Condition        Report By
 HZ1490  HISTORY     - 1954     MONUMENTED       CGS
 HZ1490  HISTORY     - 1967     GOOD             NGS
 HZ1490
 HZ1490                          STATION DESCRIPTION
 HZ1490
 HZ1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1490'AT LOUISVILLE.
 HZ1490'AT LOUISVILLE, AT THE SOUTHEAST END OF KENTUCKY AND INDIANA
 HZ1490'TERMINAL RAILROAD BRIDGE OVER OHIO RIVER, IN THE TOP OF THE
 HZ1490'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF APPROACH
 HZ1490'OF RAILROAD PORTION OF BRIDGE, 9 FEET NORTHEAST OF NORTHEAST
 HZ1490'RAIL OF NORTHEAST TRACK AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
 HZ1490
 HZ1490                          STATION RECOVERY (1967)
 HZ1490
 HZ1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HZ1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0415 ***********************************************************************
 HA0415  DESIGNATION -  F 333
 HA0415  PID         -  HA0415
 HA0415  STATE/COUNTY-  KY/HANCOCK
 HA0415  USGS QUAD   -  TELL CITY (1980)
 HA0415
 HA0415                         *CURRENT SURVEY CONTROL
 HA0415  ___________________________________________________________________
 HA0415* NAD 83(1986)-  37 57 24.     (N)    086 51 59.     (W)     SCALED    
 HA0415* NAVD 88     -       123.900  (meters)     406.50   (feet)  ADJUSTED  
 HA0415  ___________________________________________________________________
 HA0415  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HA0415  DYNAMIC HT  -         123.814 (meters)     406.21  (feet)  COMP
 HA0415  MODELED GRAV-     979,938.6   (mgal)                       NAVD 88
 HA0415
 HA0415  VERT ORDER  -  FIRST     CLASS II
 HA0415
 HA0415.The horizontal coordinates were scaled from a topographic map and have
 HA0415.an estimated accuracy of +/- 6 seconds.
 HA0415
 HA0415.The orthometric height was determined by differential leveling
 HA0415.and adjusted by the National Geodetic Survey in June 1991..
 HA0415
 HA0415.The geoid height was determined by GEOID03.
 HA0415
 HA0415.The dynamic height is computed by dividing the NAVD 88
 HA0415.geopotential number by the normal gravity value computed on the
 HA0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0415.degrees latitude (g = 980.6199 gals.).
 HA0415
 HA0415.The modeled gravity was interpolated from observed gravity values.
 HA0415
 HA0415;                    North         East    Units  Estimated Accuracy
 HA0415;SPC KY1Z     - 1,180,750.    1,401,900.      MT  (+/- 180 meters Scaled)
 HA0415
 HA0415                          SUPERSEDED SURVEY CONTROL
 HA0415
 HA0415  NGVD 29 (??/??/92)  124.003  (m)          406.83   (f) ADJ UNCH    1 2
 HA0415
 HA0415.Superseded values are not recommended for survey control.
 HA0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0415.See file dsdata.txt to determine how the superseded data were derived.
 HA0415
 HA0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH117010(NAD 83)
 HA0415_MARKER: DB = BENCH MARK DISK
 HA0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0415_STAMPING: F 333 1953
 HA0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0415+STABILITY: SURFACE MOTION
 HA0415
 HA0415  HISTORY     - Date     Condition        Report By
 HA0415  HISTORY     - 1953     MONUMENTED       CGS
 HA0415
 HA0415                          STATION DESCRIPTION
 HA0415
 HA0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0415'2.8 MI NE FROM LEWISPORT.
 HA0415'ABOUT 2.75 MILES NORTHEAST ALONG STATE HIGHWAY 334 FROM THE
 HA0415'BAPTIST CHURCH AT LEWISPORT, ABOUT 0.6 MILE NORTHEAST OF A
 HA0415'BRIDGE OVER YELLOW CREEK, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HA0415'EXTENDING SOUTH AND NORTHEAST, 30 1/2 FEET WEST OF CENTER LINE
 HA0415'OF HIGHWAY, 28 FEET SOUTH-SOUTHWEST OF A HIGHWAY R/W MARKER POST,
 HA0415'19 1/2 FEET NORTH OF A 12-INCH PECAN TREE, 18 FEET NORTH OF A
 HA0415'FENCE CORNER, 14 FEET NORTH-NORTHWEST OF WEST END OF AN 18-INCH
 HA0415'PIPE CULVERT UNDER HIGHWAY, 1 1/2 FEET EAST OF A FENCE LINE,
 HA0415'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET
 HA0415'BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HA0415'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1392 ***********************************************************************
 HZ1392  DESIGNATION -  F 334
 HZ1392  PID         -  HZ1392
 HZ1392  STATE/COUNTY-  KY/JEFFERSON
 HZ1392  USGS QUAD   -  KOSMOSDALE (1994)
 HZ1392
 HZ1392                         *CURRENT SURVEY CONTROL
 HZ1392  ___________________________________________________________________
 HZ1392* NAD 83(1986)-  38 02 53.     (N)    085 53 48.     (W)     SCALED    
 HZ1392* NAVD 88     -       133.555  (meters)     438.17   (feet)  ADJUSTED  
 HZ1392  ___________________________________________________________________
 HZ1392  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HZ1392  DYNAMIC HT  -         133.462 (meters)     437.87  (feet)  COMP
 HZ1392  MODELED GRAV-     979,933.3   (mgal)                       NAVD 88
 HZ1392
 HZ1392  VERT ORDER  -  FIRST     CLASS II
 HZ1392
 HZ1392.The horizontal coordinates were scaled from a topographic map and have
 HZ1392.an estimated accuracy of +/- 6 seconds.
 HZ1392
 HZ1392.The orthometric height was determined by differential leveling
 HZ1392.and adjusted by the National Geodetic Survey in June 1991..
 HZ1392
 HZ1392.The geoid height was determined by GEOID03.
 HZ1392
 HZ1392.The dynamic height is computed by dividing the NAVD 88
 HZ1392.geopotential number by the normal gravity value computed on the
 HZ1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1392.degrees latitude (g = 980.6199 gals.).
 HZ1392
 HZ1392.The modeled gravity was interpolated from observed gravity values.
 HZ1392
 HZ1392;                    North         East    Units  Estimated Accuracy
 HZ1392;SPC KY1Z     - 1,190,320.    1,487,130.      MT  (+/- 180 meters Scaled)
 HZ1392
 HZ1392                          SUPERSEDED SURVEY CONTROL
 HZ1392
 HZ1392  NGVD 29 (??/??/92)  133.689  (m)          438.61   (f) ADJ UNCH    1 2
 HZ1392
 HZ1392.Superseded values are not recommended for survey control.
 HZ1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1392.See file dsdata.txt to determine how the superseded data were derived.
 HZ1392
 HZ1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH968117(NAD 83)
 HZ1392_MARKER: DB = BENCH MARK DISK
 HZ1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1392_STAMPING: F 334 1953
 HZ1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1392+STABILITY: SURFACE MOTION
 HZ1392
 HZ1392  HISTORY     - Date     Condition        Report By
 HZ1392  HISTORY     - 1953     MONUMENTED       CGS
 HZ1392
 HZ1392                          STATION DESCRIPTION
 HZ1392
 HZ1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HZ1392'1.3 MI NE FROM KOSMOSDALE.
 HZ1392'ABOUT 1.3 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HZ1392'THE STATION AT KOSMOSDALE, AT A PRIVATE GRAVEL ROAD CROSSING,
 HZ1392'31 1/2 FEET WEST OF WEST RAIL, 49 FEET NORTHWEST OF CENTER OF
 HZ1392'CROSSING, 31 FEET NORTH OF CENTER LINE OF ROAD, 4 1/2 FEET EAST
 HZ1392'OF A FENCE CORNER, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 HZ1392'ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 HZ1392'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0587 ***********************************************************************
 HA0587  DESIGNATION -  F 336
 HA0587  PID         -  HA0587
 HA0587  STATE/COUNTY-  KY/HENDERSON
 HA0587  USGS QUAD   -  NEWBURGH (1980)
 HA0587
 HA0587                         *CURRENT SURVEY CONTROL
 HA0587  ___________________________________________________________________
 HA0587* NAD 83(1986)-  37 53 54.     (N)    087 29 39.     (W)     SCALED    
 HA0587* NAVD 88     -       109.695  (meters)     359.89   (feet)  ADJUSTED  
 HA0587  ___________________________________________________________________
 HA0587  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HA0587  DYNAMIC HT  -         109.620 (meters)     359.64  (feet)  COMP
 HA0587  MODELED GRAV-     979,943.2   (mgal)                       NAVD 88
 HA0587
 HA0587  VERT ORDER  -  FIRST     CLASS II
 HA0587
 HA0587.The horizontal coordinates were scaled from a topographic map and have
 HA0587.an estimated accuracy of +/- 6 seconds.
 HA0587
 HA0587.The orthometric height was determined by differential leveling
 HA0587.and adjusted by the National Geodetic Survey in June 1991..
 HA0587
 HA0587.The geoid height was determined by GEOID03.
 HA0587
 HA0587.The dynamic height is computed by dividing the NAVD 88
 HA0587.geopotential number by the normal gravity value computed on the
 HA0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0587.degrees latitude (g = 980.6199 gals.).
 HA0587
 HA0587.The modeled gravity was interpolated from observed gravity values.
 HA0587
 HA0587;                    North         East    Units  Estimated Accuracy
 HA0587;SPC KY1Z     - 1,175,120.    1,346,620.      MT  (+/- 180 meters Scaled)
 HA0587
 HA0587                          SUPERSEDED SURVEY CONTROL
 HA0587
 HA0587  NGVD 29 (??/??/92)  109.791  (m)          360.21   (f) ADJ UNCH    1 2
 HA0587
 HA0587.Superseded values are not recommended for survey control.
 HA0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0587.See file dsdata.txt to determine how the superseded data were derived.
 HA0587
 HA0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG565946(NAD 83)
 HA0587_MARKER: DB = BENCH MARK DISK
 HA0587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0587_SP_SET: BRIDGE
 HA0587_STAMPING: F 336 1953
 HA0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0587
 HA0587  HISTORY     - Date     Condition        Report By
 HA0587  HISTORY     - 1953     MONUMENTED       CGS
 HA0587  HISTORY     - 1964     GOOD             FAS
 HA0587
 HA0587                          STATION DESCRIPTION
 HA0587
 HA0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0587'7 MI NE FROM HENDERSON.
 HA0587'ABOUT 2.65 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 HA0587'OF U.S. HIGHWAY 60 AT HENDERSON, THENCE ABOUT 1.65 MILES NORTHEAST
 HA0587'AND EAST ALONG STATE HIGHWAY 414, THENCE ABOUT 2.75 MILES NORTH
 HA0587'AND EAST ALONG A DIRT ROAD LEADING TO MOUTH OF GREEN RIVER, ABOUT
 HA0587'0.15 MILE NORTHEAST OF JUNCTION OF A ROAD SOUTH, IN THE TOP AND 4
 HA0587'FEET SOUTHWEST OF NORTHEAST END OF NORTHEAST WING WALL OF NORTH
 HA0587'CONCRETE ABUTMENT OF A 15-FOOT CONCRETE AND STEEL BRIDGE OVER A
 HA0587'SLOUGH, 9 1/2 FEET EAST OF CENTER LINE OF ROAD AND ABOUT LEVEL WITH
 HA0587'ROAD.
 HA0587
 HA0587                          STATION RECOVERY (1964)
 HA0587
 HA0587'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0612 ***********************************************************************
 HA0612  DESIGNATION -  F 337
 HA0612  PID         -  HA0612
 HA0612  STATE/COUNTY-  KY/HENDERSON
 HA0612  USGS QUAD   -  YANKEETOWN (1983)
 HA0612
 HA0612                         *CURRENT SURVEY CONTROL
 HA0612  ___________________________________________________________________
 HA0612* NAD 83(1986)-  37 53 17.     (N)    087 19 57.     (W)     SCALED    
 HA0612* NAVD 88     -       114.050  (meters)     374.18   (feet)  ADJUSTED  
 HA0612  ___________________________________________________________________
 HA0612  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HA0612  DYNAMIC HT  -         113.971 (meters)     373.92  (feet)  COMP
 HA0612  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 HA0612
 HA0612  VERT ORDER  -  FIRST     CLASS II
 HA0612
 HA0612.The horizontal coordinates were scaled from a topographic map and have
 HA0612.an estimated accuracy of +/- 6 seconds.
 HA0612
 HA0612.The orthometric height was determined by differential leveling
 HA0612.and adjusted by the National Geodetic Survey in June 1991..
 HA0612.WARNING-Repeat measurements at this control monument indicate possible
 HA0612.vertical movement.
 HA0612
 HA0612.The geoid height was determined by GEOID03.
 HA0612
 HA0612.The dynamic height is computed by dividing the NAVD 88
 HA0612.geopotential number by the normal gravity value computed on the
 HA0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0612.degrees latitude (g = 980.6199 gals.).
 HA0612
 HA0612.The modeled gravity was interpolated from observed gravity values.
 HA0612
 HA0612;                    North         East    Units  Estimated Accuracy
 HA0612;SPC KY1Z     - 1,173,730.    1,360,810.      MT  (+/- 180 meters Scaled)
 HA0612
 HA0612                          SUPERSEDED SURVEY CONTROL
 HA0612
 HA0612  NGVD 29 (??/??/92)  114.137  (m)          374.46   (f) ADJ UNCH    1 2
 HA0612
 HA0612.Superseded values are not recommended for survey control.
 HA0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0612.See file dsdata.txt to determine how the superseded data were derived.
 HA0612
 HA0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG707934(NAD 83)
 HA0612_MARKER: DB = BENCH MARK DISK
 HA0612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0612_SP_SET: CULVERT
 HA0612_STAMPING: F 337 1953
 HA0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0612
 HA0612  HISTORY     - Date     Condition        Report By
 HA0612  HISTORY     - 1953     MONUMENTED       CGS
 HA0612  HISTORY     - 1962     GOOD             NGS
 HA0612
 HA0612                          STATION DESCRIPTION
 HA0612
 HA0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0612'0.6 MI W FROM CARLINBURG.
 HA0612'ABOUT 0.6 MILE WEST ALONG A GRAVEL ROAD LEADING TO BEALS FROM
 HA0612'THE JUNCTION OF A NORTHEAST-SOUTHWEST ROAD (SOUTHWEST TO REED)
 HA0612'AT CARLINBURG, IN THE TOP OF THE EAST END OF THE NORTH HEAD
 HA0612'WALL OF A 4-FOOT CONCRETE CULVERT, 16 FEET NORTH OF CENTER LINE
 HA0612'OF ROAD AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 HA0612
 HA0612                          STATION RECOVERY (1962)
 HA0612
 HA0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HA0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0440 ***********************************************************************
 HA0440  DESIGNATION -  F 338
 HA0440  PID         -  HA0440
 HA0440  STATE/COUNTY-  KY/HANCOCK
 HA0440  USGS QUAD   -  CANNELTON (1993)
 HA0440
 HA0440                         *CURRENT SURVEY CONTROL
 HA0440  ___________________________________________________________________
 HA0440* NAD 83(1986)-  37 53 14.     (N)    086 43 38.     (W)     SCALED    
 HA0440* NAVD 88     -       188.681  (meters)     619.03   (feet)  ADJUSTED  
 HA0440  ___________________________________________________________________
 HA0440  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HA0440  DYNAMIC HT  -         188.548 (meters)     618.59  (feet)  COMP
 HA0440  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 HA0440
 HA0440  VERT ORDER  -  FIRST     CLASS II
 HA0440
 HA0440.The horizontal coordinates were scaled from a topographic map and have
 HA0440.an estimated accuracy of +/- 6 seconds.
 HA0440
 HA0440.The orthometric height was determined by differential leveling
 HA0440.and adjusted by the National Geodetic Survey in June 1991..
 HA0440
 HA0440.The geoid height was determined by GEOID03.
 HA0440
 HA0440.The dynamic height is computed by dividing the NAVD 88
 HA0440.geopotential number by the normal gravity value computed on the
 HA0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0440.degrees latitude (g = 980.6199 gals.).
 HA0440
 HA0440.The modeled gravity was interpolated from observed gravity values.
 HA0440
 HA0440;                    North         East    Units  Estimated Accuracy
 HA0440;SPC KY1Z     - 1,172,900.    1,414,050.      MT  (+/- 180 meters Scaled)
 HA0440
 HA0440                          SUPERSEDED SURVEY CONTROL
 HA0440
 HA0440  NGVD 29 (??/??/92)  188.785  (m)          619.37   (f) ADJ UNCH    1 2
 HA0440
 HA0440.Superseded values are not recommended for survey control.
 HA0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0440.See file dsdata.txt to determine how the superseded data were derived.
 HA0440
 HA0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG239933(NAD 83)
 HA0440_MARKER: DB = BENCH MARK DISK
 HA0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0440_STAMPING: F 338 1953
 HA0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0440+STABILITY: SURFACE MOTION
 HA0440
 HA0440  HISTORY     - Date     Condition        Report By
 HA0440  HISTORY     - 1953     MONUMENTED       CGS
 HA0440
 HA0440                          STATION DESCRIPTION
 HA0440
 HA0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0440'2.4 MI SE FROM HAWESVILLE.
 HA0440'ABOUT 2.45 MILES SOUTHEAST AND EAST ALONG U.S. HIGHWAY 60 FROM
 HA0440'THE COURT HOUSE AT HAWESVILLE, ABOUT 0.1 MILE WEST OF THE TOP
 HA0440'OF A GRADE, 4 1/2 FEET NORTHEAST OF WEST END OF STONE MASONRY
 HA0440'FENCE AROUND A SCENIC VIEW PARKING AREA, 19 FEET NORTH OF
 HA0440'CENTER LINE OF HIGHWAY, 2 FEET NORTHEAST OF NORTHEAST CORNER OF
 HA0440'POST AT WEST END OF FENCE, 24 FEET EAST OF POWER POLE NO. 34 - 647,
 HA0440'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HA0440'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0309 ***********************************************************************
 JA0309  DESIGNATION -  F 339
 JA0309  PID         -  JA0309
 JA0309  STATE/COUNTY-  KY/MEADE
 JA0309  USGS QUAD   -  ALTON (1993)
 JA0309
 JA0309                         *CURRENT SURVEY CONTROL
 JA0309  ___________________________________________________________________
 JA0309* NAD 83(1986)-  38 05 27.     (N)    086 23 21.     (W)     SCALED    
 JA0309* NAVD 88     -       137.086  (meters)     449.76   (feet)  ADJUSTED  
 JA0309  ___________________________________________________________________
 JA0309  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JA0309  DYNAMIC HT  -         136.988 (meters)     449.43  (feet)  COMP
 JA0309  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 JA0309
 JA0309  VERT ORDER  -  FIRST     CLASS II
 JA0309
 JA0309.The horizontal coordinates were scaled from a topographic map and have
 JA0309.an estimated accuracy of +/- 6 seconds.
 JA0309
 JA0309.The orthometric height was determined by differential leveling
 JA0309.and adjusted by the National Geodetic Survey in June 1991..
 JA0309
 JA0309.The geoid height was determined by GEOID03.
 JA0309
 JA0309.The dynamic height is computed by dividing the NAVD 88
 JA0309.geopotential number by the normal gravity value computed on the
 JA0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0309.degrees latitude (g = 980.6199 gals.).
 JA0309
 JA0309.The modeled gravity was interpolated from observed gravity values.
 JA0309
 JA0309;                    North         East    Units  Estimated Accuracy
 JA0309;SPC KY1Z     - 1,195,240.    1,443,940.      MT  (+/- 180 meters Scaled)
 JA0309
 JA0309                          SUPERSEDED SURVEY CONTROL
 JA0309
 JA0309  NGVD 29 (??/??/92)  137.189  (m)          450.09   (f) ADJ UNCH    1 2
 JA0309
 JA0309.Superseded values are not recommended for survey control.
 JA0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0309.See file dsdata.txt to determine how the superseded data were derived.
 JA0309
 JA0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH535160(NAD 83)
 JA0309_MARKER: DB = BENCH MARK DISK
 JA0309_SETTING: 80 = SET IN A BOULDER
 JA0309_SP_SET: BOULDER
 JA0309_STAMPING: F 339 1953
 JA0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0309+STABILITY: SURFACE MOTION
 JA0309
 JA0309  HISTORY     - Date     Condition        Report By
 JA0309  HISTORY     - 1953     MONUMENTED       CGS
 JA0309  HISTORY     - 1970     MARK NOT FOUND   USGS
 JA0309
 JA0309                          STATION DESCRIPTION
 JA0309
 JA0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0309'1.1 MI S FROM WOLF CREEK.
 JA0309'1.1 MILES SOUTH ALONG STATE HIGHWAY 1047 FROM THE POST OFFICE AT
 JA0309'WOLF CREEK, ABOUT 0.45 MILE NORTH OF JUNCTION OF A PROMINENT
 JA0309'GRAVEL ROAD LEADING NORTHWEST, ABOUT 0.2 MILE SOUTH OF THE
 JA0309'JUNCTION OF A ROAD LEADING SOUTHEAST, ABOUT 0.75 MILE SOUTH OF
 JA0309'WOLF CREEK SCHOOL, 58 FEET EAST OF CENTER LINE OF HIGHWAY, 46
 JA0309'FEET NORTH OF PROPERTY FENCE LINE RUNNING EAST-WEST, 38 1/2
 JA0309'FEET EAST OF R/W FENCE LINE, IN THE TOP OF THE HIGHEST POINT AND
 JA0309'WEST END OF A 3 BY 12-FOOT UP-ENDED BOULDER PROJECTING ABOUT
 JA0309'4 1/2 FEET AND ABOUT 6 FEET BELOW LEVEL OF HIGHWAY.
 JA0309
 JA0309                          STATION RECOVERY (1970)
 JA0309
 JA0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JA0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1986 ***********************************************************************
 HY1986  DESIGNATION -  F 34
 HY1986  PID         -  HY1986
 HY1986  STATE/COUNTY-  KY/BRACKEN
 HY1986  USGS QUAD   -  GERMANTOWN (1952)
 HY1986
 HY1986                         *CURRENT SURVEY CONTROL
 HY1986  ___________________________________________________________________
 HY1986* NAD 83(1986)-  38 39 17.     (N)    083 57 49.     (W)     SCALED    
 HY1986* NAVD 88     -       297.882  (meters)     977.30   (feet)  ADJUSTED  
 HY1986  ___________________________________________________________________
 HY1986  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HY1986  DYNAMIC HT  -         297.683 (meters)     976.65  (feet)  COMP
 HY1986  MODELED GRAV-     979,949.8   (mgal)                       NAVD 88
 HY1986
 HY1986  VERT ORDER  -  SECOND    CLASS 0
 HY1986
 HY1986.The horizontal coordinates were scaled from a topographic map and have
 HY1986.an estimated accuracy of +/- 6 seconds.
 HY1986
 HY1986.The orthometric height was determined by differential leveling
 HY1986.and adjusted by the National Geodetic Survey in June 1991..
 HY1986
 HY1986.The geoid height was determined by GEOID03.
 HY1986
 HY1986.The dynamic height is computed by dividing the NAVD 88
 HY1986.geopotential number by the normal gravity value computed on the
 HY1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1986.degrees latitude (g = 980.6199 gals.).
 HY1986
 HY1986.The modeled gravity was interpolated from observed gravity values.
 HY1986
 HY1986;                    North         East    Units  Estimated Accuracy
 HY1986;SPC KY1Z     - 1,259,130.    1,655,490.      MT  (+/- 180 meters Scaled)
 HY1986
 HY1986                          SUPERSEDED SURVEY CONTROL
 HY1986
 HY1986  NGVD 29 (??/??/92)  298.118  (m)          978.08   (f) ADJ UNCH    2 0
 HY1986
 HY1986.Superseded values are not recommended for survey control.
 HY1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1986.See file dsdata.txt to determine how the superseded data were derived.
 HY1986
 HY1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC421826(NAD 83)
 HY1986_MARKER: DB = BENCH MARK DISK
 HY1986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1986_SP_SET: FOUNDATION
 HY1986_STAMPING: F 34 1935 978.075
 HY1986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1986
 HY1986  HISTORY     - Date     Condition        Report By
 HY1986  HISTORY     - 1935     MONUMENTED       CGS
 HY1986  HISTORY     - 1955     GOOD             NGS
 HY1986
 HY1986                          STATION DESCRIPTION
 HY1986
 HY1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1986'AT GERMANTOWN.
 HY1986'ON THE SOUTH SIDE OF STATE HIGHWAY 10 IN THE WEST PART OF
 HY1986'GERMANTOWN, AT THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION
 HY1986'OF THE PUBLIC SCHOOL, IN THE NORTH FACE 1 FOOT W OF THE CORNER,
 HY1986'1.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0348 ***********************************************************************
 JA0348  DESIGNATION -  F 340
 JA0348  PID         -  JA0348
 JA0348  STATE/COUNTY-  KY/MEADE
 JA0348  USGS QUAD   -  MAUCKPORT (1994)
 JA0348
 JA0348                         *CURRENT SURVEY CONTROL
 JA0348  ___________________________________________________________________
 JA0348* NAD 83(1986)-  38 00 23.     (N)    086 12 48.     (W)     SCALED    
 JA0348* NAVD 88     -       189.292  (meters)     621.04   (feet)  ADJUSTED  
 JA0348  ___________________________________________________________________
 JA0348  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JA0348  DYNAMIC HT  -         189.158 (meters)     620.60  (feet)  COMP
 JA0348  MODELED GRAV-     979,920.0   (mgal)                       NAVD 88
 JA0348
 JA0348  VERT ORDER  -  FIRST     CLASS II
 JA0348
 JA0348.The horizontal coordinates were scaled from a topographic map and have
 JA0348.an estimated accuracy of +/- 6 seconds.
 JA0348
 JA0348.The orthometric height was determined by differential leveling
 JA0348.and adjusted by the National Geodetic Survey in June 1991..
 JA0348
 JA0348.The geoid height was determined by GEOID03.
 JA0348
 JA0348.The dynamic height is computed by dividing the NAVD 88
 JA0348.geopotential number by the normal gravity value computed on the
 JA0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0348.degrees latitude (g = 980.6199 gals.).
 JA0348
 JA0348.The modeled gravity was interpolated from observed gravity values.
 JA0348
 JA0348;                    North         East    Units  Estimated Accuracy
 JA0348;SPC KY1Z     - 1,185,780.    1,459,310.      MT  (+/- 180 meters Scaled)
 JA0348
 JA0348                          SUPERSEDED SURVEY CONTROL
 JA0348
 JA0348  NGVD 29 (??/??/92)  189.404  (m)          621.40   (f) ADJ UNCH    1 2
 JA0348
 JA0348.Superseded values are not recommended for survey control.
 JA0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0348.See file dsdata.txt to determine how the superseded data were derived.
 JA0348
 JA0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH690068(NAD 83)
 JA0348_MARKER: DB = BENCH MARK DISK
 JA0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0348_STAMPING: F 340 1953
 JA0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0348+STABILITY: SURFACE MOTION
 JA0348
 JA0348  HISTORY     - Date     Condition        Report By
 JA0348  HISTORY     - 1953     MONUMENTED       CGS
 JA0348
 JA0348                          STATION DESCRIPTION
 JA0348
 JA0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0348'2.6 MI NW FROM BRANDENBURG.
 JA0348'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 228 FROM THE JUNCTION
 JA0348'OF STATE HIGHWAY 448 AT BRANDENBURG, AT THE NORTHWEST END OF A
 JA0348'CURVE WITH TANGENTS EXTENDING NORTHWEST AND EAST, 129 YARDS
 JA0348'SOUTHEAST OF A 15-INCH PIPE CULVERT WITH CONCRETE HEAD WALLS,
 JA0348'54 YARDS NORTHWEST OF A 15-INCH PIPE CULVERT WITH CONCRETE
 JA0348'HEADWALLS, 33 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 4 FEET
 JA0348'WEST OF POWER POLE NO. EL-32, ABOUT 1 1/2 FEET BELOW LEVEL OF
 JA0348'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0060 ***********************************************************************
 HA0060  DESIGNATION -  F 341
 HA0060  PID         -  HA0060
 HA0060  STATE/COUNTY-  KY/MEADE
 HA0060  USGS QUAD   -  ROCK HAVEN (1991)
 HA0060
 HA0060                         *CURRENT SURVEY CONTROL
 HA0060  ___________________________________________________________________
 HA0060* NAD 83(1986)-  37 57 26.     (N)    086 03 10.     (W)     SCALED    
 HA0060* NAVD 88     -       132.814  (meters)     435.74   (feet)  ADJUSTED  
 HA0060  ___________________________________________________________________
 HA0060  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HA0060  DYNAMIC HT  -         132.720 (meters)     435.43  (feet)  COMP
 HA0060  MODELED GRAV-     979,919.8   (mgal)                       NAVD 88
 HA0060
 HA0060  VERT ORDER  -  FIRST     CLASS II
 HA0060
 HA0060.The horizontal coordinates were scaled from a topographic map and have
 HA0060.an estimated accuracy of +/- 6 seconds.
 HA0060
 HA0060.The orthometric height was determined by differential leveling
 HA0060.and adjusted by the National Geodetic Survey in June 1991..
 HA0060
 HA0060.The geoid height was determined by GEOID03.
 HA0060
 HA0060.The dynamic height is computed by dividing the NAVD 88
 HA0060.geopotential number by the normal gravity value computed on the
 HA0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0060.degrees latitude (g = 980.6199 gals.).
 HA0060
 HA0060.The modeled gravity was interpolated from observed gravity values.
 HA0060
 HA0060;                    North         East    Units  Estimated Accuracy
 HA0060;SPC KY1Z     - 1,180,270.    1,473,390.      MT  (+/- 180 meters Scaled)
 HA0060
 HA0060                          SUPERSEDED SURVEY CONTROL
 HA0060
 HA0060  NGVD 29 (??/??/92)  132.932  (m)          436.13   (f) ADJ UNCH    1 2
 HA0060
 HA0060.Superseded values are not recommended for survey control.
 HA0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0060.See file dsdata.txt to determine how the superseded data were derived.
 HA0060
 HA0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH832014(NAD 83)
 HA0060_MARKER: DB = BENCH MARK DISK
 HA0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0060_STAMPING: F 341 1953
 HA0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0060+STABILITY: SURFACE MOTION
 HA0060
 HA0060  HISTORY     - Date     Condition        Report By
 HA0060  HISTORY     - 1953     MONUMENTED       CGS
 HA0060
 HA0060                          STATION DESCRIPTION
 HA0060
 HA0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0060'7.3 MI E FROM BRANDENBURG.
 HA0060'ABOUT 7.3 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0060'FROM THE STATION AT BRANDENBURG, AT ROCK HAVEN, 56 FEET
 HA0060'SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL, 98 FEET SOUTHEAST OF
 HA0060'THE CENTER OF A ROAD CROSSING, 81 FEET EAST-SOUTHEAST OF THE
 HA0060'CENTER LINE OF THE CROSS ROAD, 52 FEET SOUTHEAST OF POLE 30/7,
 HA0060'35 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION SHED, 8
 HA0060'FEET NORTH OF THE FOOT OF A STEEP HILL, 2 1/2 FEET SOUTHWEST OF
 HA0060'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 HA0060'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HA0060'THIS MARK IS 7.65 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE
 HA0060'RAILROAD FROM THE JUNCTION OF THE ILLINOIS CENTRAL RAILROAD AT
 HA0060'WEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2316 ***********************************************************************
 GZ2316  DESIGNATION -  F 342
 GZ2316  PID         -  GZ2316
 GZ2316  STATE/COUNTY-  KY/HARDIN
 GZ2316  USGS QUAD   -  VINE GROVE (1991)
 GZ2316
 GZ2316                         *CURRENT SURVEY CONTROL
 GZ2316  ___________________________________________________________________
 GZ2316* NAD 83(1986)-  37 45 01.     (N)    085 58 12.     (W)     SCALED    
 GZ2316* NAVD 88     -       236.432  (meters)     775.69   (feet)  ADJUSTED  
 GZ2316  ___________________________________________________________________
 GZ2316  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 GZ2316  DYNAMIC HT  -         236.257 (meters)     775.12  (feet)  COMP
 GZ2316  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 GZ2316
 GZ2316  VERT ORDER  -  FIRST     CLASS II
 GZ2316
 GZ2316.The horizontal coordinates were scaled from a topographic map and have
 GZ2316.an estimated accuracy of +/- 6 seconds.
 GZ2316
 GZ2316.The orthometric height was determined by differential leveling
 GZ2316.and adjusted by the National Geodetic Survey in June 1991..
 GZ2316
 GZ2316.The geoid height was determined by GEOID03.
 GZ2316
 GZ2316.The dynamic height is computed by dividing the NAVD 88
 GZ2316.geopotential number by the normal gravity value computed on the
 GZ2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2316.degrees latitude (g = 980.6199 gals.).
 GZ2316
 GZ2316.The modeled gravity was interpolated from observed gravity values.
 GZ2316
 GZ2316;                    North         East    Units  Estimated Accuracy
 GZ2316;SPC KY1Z     - 1,157,280.    1,480,610.      MT  (+/- 180 meters Scaled)
 GZ2316
 GZ2316                          SUPERSEDED SURVEY CONTROL
 GZ2316
 GZ2316  NGVD 29 (??/??/92)  236.550  (m)          776.08   (f) ADJ UNCH    1 2
 GZ2316
 GZ2316.Superseded values are not recommended for survey control.
 GZ2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2316.See file dsdata.txt to determine how the superseded data were derived.
 GZ2316
 GZ2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG907786(NAD 83)
 GZ2316_MARKER: DB = BENCH MARK DISK
 GZ2316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ2316_SP_SET: CULVERT HEADWALL
 GZ2316_STAMPING: F 342 1953
 GZ2316_MARK LOGO: CGS   
 GZ2316_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2316+STABILITY: SURFACE MOTION
 GZ2316
 GZ2316  HISTORY     - Date     Condition        Report By
 GZ2316  HISTORY     - 1953     MONUMENTED       CGS
 GZ2316  HISTORY     - 1983     GOOD             KYDT
 GZ2316  HISTORY     - 19930701 GOOD             KYDT
 GZ2316
 GZ2316                          STATION DESCRIPTION
 GZ2316
 GZ2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2316'AT RINEYVILLE.
 GZ2316'ALONG STATE HIGHWAY 220 IN RINEYVILLE, IN THE TOP OF THE WEST END
 GZ2316'OF THE NORTH HEADWALL OF A 10-FOOT CONCRETE BOX CULVERT UNDER
 GZ2316'HIGHWAY 220, 175 FEET EAST OF THE CENTER OF THE CROSSING OF THE
 GZ2316'HIGHWAY AND THE MAIN TRACK OF THE ILLINOIS CENTRAL RAILROAD,
 GZ2316'13 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT 2 FEET
 GZ2316'ABOVE THE LEVEL OF THE TRACK.
 GZ2316
 GZ2316                          STATION RECOVERY (1983)
 GZ2316
 GZ2316'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ2316'RECOVERED IN GOOD CONDITION.
 GZ2316
 GZ2316                          STATION RECOVERY (1993)
 GZ2316
 GZ2316'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ2316'IN RINEYVILLE, ALONG STATE HIGHWAY 220, IN THE TOP OF THE WEST END OF
 GZ2316'THE NORTH HEADWALL OF A 10 FOOT (3.0 M) CONCRETE BOX CULVERT, 175 FEET
 GZ2316'(53.3 M) EAST OF PADUCAH AND LOUISVILLE RAILROAD CROSSING, (FORMERLY
 GZ2316'ILLINOIS CENTRAL RAILROAD), 13.5 FEET (4.1 M) NORTH OF THE CENTERLINE
 GZ2316'OF STATE HIGHWAY 220 AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1939 ***********************************************************************
 GZ1939  DESIGNATION -  F 343
 GZ1939  PID         -  GZ1939
 GZ1939  STATE/COUNTY-  KY/HART
 GZ1939  USGS QUAD   -  PARK (1954)
 GZ1939
 GZ1939                         *CURRENT SURVEY CONTROL
 GZ1939  ___________________________________________________________________
 GZ1939* NAD 83(1986)-  37 13 14.     (N)    085 52 27.     (W)     SCALED    
 GZ1939* NAVD 88     -       195.233  (meters)     640.53   (feet)  ADJUSTED  
 GZ1939  ___________________________________________________________________
 GZ1939  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GZ1939  DYNAMIC HT  -         195.082 (meters)     640.03  (feet)  COMP
 GZ1939  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 GZ1939
 GZ1939  VERT ORDER  -  FIRST     CLASS II
 GZ1939
 GZ1939.The horizontal coordinates were scaled from a topographic map and have
 GZ1939.an estimated accuracy of +/- 6 seconds.
 GZ1939
 GZ1939.The orthometric height was determined by differential leveling
 GZ1939.and adjusted by the National Geodetic Survey in June 1991..
 GZ1939
 GZ1939.The geoid height was determined by GEOID03.
 GZ1939
 GZ1939.The dynamic height is computed by dividing the NAVD 88
 GZ1939.geopotential number by the normal gravity value computed on the
 GZ1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1939.degrees latitude (g = 980.6199 gals.).
 GZ1939
 GZ1939.The modeled gravity was interpolated from observed gravity values.
 GZ1939
 GZ1939;                    North         East    Units  Estimated Accuracy
 GZ1939;SPC KY1Z     - 1,098,480.    1,488,980.      MT  (+/- 180 meters Scaled)
 GZ1939
 GZ1939                          SUPERSEDED SURVEY CONTROL
 GZ1939
 GZ1939  NGVD 29 (??/??/92)  195.353  (m)          640.92   (f) ADJ UNCH    1 2
 GZ1939
 GZ1939.Superseded values are not recommended for survey control.
 GZ1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1939.See file dsdata.txt to determine how the superseded data were derived.
 GZ1939
 GZ1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG998199(NAD 83)
 GZ1939_MARKER: DB = BENCH MARK DISK
 GZ1939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1939_SP_SET: CULVERT
 GZ1939_STAMPING: F 343 1953
 GZ1939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1939
 GZ1939  HISTORY     - Date     Condition        Report By
 GZ1939  HISTORY     - 1953     MONUMENTED       CGS
 GZ1939
 GZ1939                          STATION DESCRIPTION
 GZ1939
 GZ1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ1939'3.4 MI N FROM HORSE CAVE.
 GZ1939'ABOUT 3.45 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE
 GZ1939'RAILROAD FROM THE STATION AT HORSE CAVE, ABOUT 0.1 MILE SOUTHEAST
 GZ1939'OF MILE POST 77, 70 FEET NORTHEAST OF NORTHEAST RAIL, 19 FEET
 GZ1939'SOUTHWEST OF CENTER LINE OF U.S. HIGHWAY 31W, IN THE TOP OF
 GZ1939'THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A 6-FOOT CONCRETE
 GZ1939'CULVERT UNDER HIGHWAY 31W, ABOUT 4 FEET ABOVE LEVEL OF TRACK
 GZ1939'AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1873 ***********************************************************************
 GZ1873  DESIGNATION -  F 344
 GZ1873  PID         -  GZ1873
 GZ1873  STATE/COUNTY-  KY/METCALFE
 GZ1873  USGS QUAD   -  EAST FORK (1973)
 GZ1873
 GZ1873                         *CURRENT SURVEY CONTROL
 GZ1873  ___________________________________________________________________
 GZ1873* NAD 83(1986)-  37 00 44.     (N)    085 32 43.     (W)     SCALED    
 GZ1873* NAVD 88     -       210.517  (meters)     690.67   (feet)  ADJUSTED  
 GZ1873  ___________________________________________________________________
 GZ1873  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GZ1873  DYNAMIC HT  -         210.348 (meters)     690.12  (feet)  COMP
 GZ1873  MODELED GRAV-     979,827.0   (mgal)                       NAVD 88
 GZ1873
 GZ1873  VERT ORDER  -  FIRST     CLASS I
 GZ1873
 GZ1873.The horizontal coordinates were scaled from a topographic map and have
 GZ1873.an estimated accuracy of +/- 6 seconds.
 GZ1873
 GZ1873.The orthometric height was determined by differential leveling
 GZ1873.and adjusted by the National Geodetic Survey in June 1991..
 GZ1873
 GZ1873.The geoid height was determined by GEOID03.
 GZ1873
 GZ1873.The dynamic height is computed by dividing the NAVD 88
 GZ1873.geopotential number by the normal gravity value computed on the
 GZ1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1873.degrees latitude (g = 980.6199 gals.).
 GZ1873
 GZ1873.The modeled gravity was interpolated from observed gravity values.
 GZ1873
 GZ1873;                    North         East    Units  Estimated Accuracy
 GZ1873;SPC KY1Z     - 1,075,370.    1,518,220.      MT  (+/- 180 meters Scaled)
 GZ1873
 GZ1873                          SUPERSEDED SURVEY CONTROL
 GZ1873
 GZ1873  NGVD 29 (??/??/92)  210.669  (m)          691.17   (f) ADJ UNCH    1 1
 GZ1873
 GZ1873.Superseded values are not recommended for survey control.
 GZ1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1873.See file dsdata.txt to determine how the superseded data were derived.
 GZ1873
 GZ1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF294972(NAD 83)
 GZ1873_MARKER: DB = BENCH MARK DISK
 GZ1873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1873_SP_SET: CULVERT
 GZ1873_STAMPING: F 344 1953 691.170
 GZ1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1873+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 GZ1873
 GZ1873  HISTORY     - Date     Condition        Report By
 GZ1873  HISTORY     - 1953     MONUMENTED       CGS
 GZ1873  HISTORY     - 1968     GOOD             NGS
 GZ1873  HISTORY     - 20010425 GOOD             KYDT
 GZ1873
 GZ1873                          STATION DESCRIPTION
 GZ1873
 GZ1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1873'5 MI NE FROM EDMONTON.
 GZ1873'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GZ1873'FROM THE METCALFE COUNTY COURTHOUSE AT EDMONTON, THENCE 4.6 MILES
 GZ1873'NORTHEAST ALONG STATE HIGHWAY 80, 0.15 MILE SOUTHWEST OF A SHARP
 GZ1873'CURVE IN THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE
 GZ1873'NORTHWEST CONCRETE HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY,
 GZ1873'16 FEET NORTHWEST OF THE CENTERLINE AND ABOUT 1 FOOT BELOW THE
 GZ1873'LEVEL OF THE HIGHWAY.
 GZ1873
 GZ1873                          STATION RECOVERY (2001)
 GZ1873
 GZ1873'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ1873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0141 ***********************************************************************
 HA0141  DESIGNATION -  F 345
 HA0141  PID         -  HA0141
 HA0141  STATE/COUNTY-  KY/WARREN
 HA0141  USGS QUAD   -  SMITHS GROVE (1994)
 HA0141
 HA0141                         *CURRENT SURVEY CONTROL
 HA0141  ___________________________________________________________________
 HA0141* NAD 83(1986)-  37 03 46.     (N)    086 09 36.     (W)     SCALED    
 HA0141* NAVD 88     -       199.034  (meters)     653.00   (feet)  ADJUSTED  
 HA0141  ___________________________________________________________________
 HA0141  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HA0141  DYNAMIC HT  -         198.880 (meters)     652.49  (feet)  COMP
 HA0141  MODELED GRAV-     979,852.7   (mgal)                       NAVD 88
 HA0141
 HA0141  VERT ORDER  -  FIRST     CLASS II
 HA0141
 HA0141.The horizontal coordinates were scaled from a topographic map and have
 HA0141.an estimated accuracy of +/- 6 seconds.
 HA0141
 HA0141.The orthometric height was determined by differential leveling
 HA0141.and adjusted by the National Geodetic Survey in June 1991..
 HA0141
 HA0141.The geoid height was determined by GEOID03.
 HA0141
 HA0141.The dynamic height is computed by dividing the NAVD 88
 HA0141.geopotential number by the normal gravity value computed on the
 HA0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0141.degrees latitude (g = 980.6199 gals.).
 HA0141
 HA0141.The modeled gravity was interpolated from observed gravity values.
 HA0141
 HA0141;                    North         East    Units  Estimated Accuracy
 HA0141;SPC KY1Z     - 1,081,040.    1,463,540.      MT  (+/- 180 meters Scaled)
 HA0141
 HA0141                          SUPERSEDED SURVEY CONTROL
 HA0141
 HA0141  NGVD 29 (??/??/92)  199.15   (m)          653.4    (f) COMPUTED    1 2
 HA0141
 HA0141.Superseded values are not recommended for survey control.
 HA0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0141.See file dsdata.txt to determine how the superseded data were derived.
 HA0141
 HA0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG746021(NAD 83)
 HA0141_MARKER: DB = BENCH MARK DISK
 HA0141_SETTING: 66 = SET IN ROCK OUTCROP
 HA0141_SP_SET: ROCK CUT
 HA0141_STAMPING: F 345 1953
 HA0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0141+STABILITY: POSITION/ELEVATION WELL
 HA0141
 HA0141  HISTORY     - Date     Condition        Report By
 HA0141  HISTORY     - 1953     MONUMENTED       CGS
 HA0141
 HA0141                          STATION DESCRIPTION
 HA0141
 HA0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0141'1.3 MI SW FROM ROCKY HILL.
 HA0141'ABOUT 1.3 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HA0141'RAILROAD FROM THE STATION AT ROCKY HILL, ABOUT 0.2 MILE NORTHEAST
 HA0141'OF A ROAD CROSSING, AT THE SECOND THRU CUT NORTHEAST OF ROAD
 HA0141'CROSSING, ABOUT 0.15 MILE SOUTHWEST OF MILE POST 97, ABOUT
 HA0141'6 1/2 RAILS NORTHEAST OF SOUTHWEST END OF CUT, SET VERTICALLY
 HA0141'IN THE SOUTHEAST FACE OF A HEAVY LAYER OF ROCK AT THE BOTTOM
 HA0141'OF ROCKY CUT, 15 1/2 FEET NORTH-NORTHWEST OF NORTH-NORTHWEST
 HA0141'RAIL, 48 FEET NORTHWEST AND ACROSS TRACK FROM A TELEPHONE POLE
 HA0141'WHICH IS ON TOP OF CUT (THE 6TH TELEPHONE POLE NORTHEAST OF
 HA0141'ROAD CROSSING), AND ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0031 ***********************************************************************
 GC0031  DESIGNATION -  F 346
 GC0031  PID         -  GC0031
 GC0031  STATE/COUNTY-  KY/WARREN
 GC0031  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0031
 GC0031                         *CURRENT SURVEY CONTROL
 GC0031  ___________________________________________________________________
 GC0031* NAD 83(1986)-  36 58 53.     (N)    086 27 54.     (W)     SCALED    
 GC0031* NAVD 88     -       145.556  (meters)     477.55   (feet)  ADJUSTED  
 GC0031  ___________________________________________________________________
 GC0031  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GC0031  DYNAMIC HT  -         145.443 (meters)     477.17  (feet)  COMP
 GC0031  MODELED GRAV-     979,852.9   (mgal)                       NAVD 88
 GC0031
 GC0031  VERT ORDER  -  FIRST     CLASS I
 GC0031
 GC0031.The horizontal coordinates were scaled from a topographic map and have
 GC0031.an estimated accuracy of +/- 6 seconds.
 GC0031
 GC0031.The orthometric height was determined by differential leveling
 GC0031.and adjusted by the National Geodetic Survey in June 1991..
 GC0031
 GC0031.The geoid height was determined by GEOID03.
 GC0031
 GC0031.The dynamic height is computed by dividing the NAVD 88
 GC0031.geopotential number by the normal gravity value computed on the
 GC0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0031.degrees latitude (g = 980.6199 gals.).
 GC0031
 GC0031.The modeled gravity was interpolated from observed gravity values.
 GC0031
 GC0031;                    North         East    Units  Estimated Accuracy
 GC0031;SPC KY1Z     - 1,072,170.    1,436,340.      MT  (+/- 180 meters Scaled)
 GC0031
 GC0031                          SUPERSEDED SURVEY CONTROL
 GC0031
 GC0031  NGVD 29 (??/??/92)  145.691  (m)          477.99   (f) ADJ UNCH    1 1
 GC0031
 GC0031.Superseded values are not recommended for survey control.
 GC0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0031.See file dsdata.txt to determine how the superseded data were derived.
 GC0031
 GC0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF476929(NAD 83)
 GC0031_MARKER: DB = BENCH MARK DISK
 GC0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0031_SP_SET: ABUTMENT
 GC0031_STAMPING: F 346 1954
 GC0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0031
 GC0031  HISTORY     - Date     Condition        Report By
 GC0031  HISTORY     - 1954     MONUMENTED       CGS
 GC0031  HISTORY     - 1968     GOOD             NGS
 GC0031  HISTORY     - 1970     GOOD             NGS
 GC0031
 GC0031                          STATION DESCRIPTION
 GC0031
 GC0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0031'2 MI SW FROM BOWLING GREEN.
 GC0031'ABOUT 2.0 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0031'RAILROAD FROM THE STATION AT BOWLING GREEN, 255 YARDS SOUTHWEST
 GC0031'OF MILEPOST 115, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 GC0031'CONCRETE ABUTMENT OF A RAILROAD OVERPASS FOR U.S. HIGHWAYS 68
 GC0031'AND 231 AND STATE HIGHWAY 80, 14 FEET NORTHWEST OF THE NORTHWEST
 GC0031'RAIL, AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.
 GC0031
 GC0031                          STATION RECOVERY (1970)
 GC0031
 GC0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GC0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0952 ***********************************************************************
 GC0952  DESIGNATION -  F 347
 GC0952  PID         -  GC0952
 GC0952  STATE/COUNTY-  KY/LOGAN
 GC0952  USGS QUAD   -  AUBURN (1994)
 GC0952
 GC0952                         *CURRENT SURVEY CONTROL
 GC0952  ___________________________________________________________________
 GC0952* NAD 83(1986)-  36 51 47.     (N)    086 44 25.     (W)     SCALED    
 GC0952* NAVD 88     -       215.378  (meters)     706.62   (feet)  ADJUSTED  
 GC0952  ___________________________________________________________________
 GC0952  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 GC0952  DYNAMIC HT  -         215.205 (meters)     706.05  (feet)  COMP
 GC0952  MODELED GRAV-     979,825.8   (mgal)                       NAVD 88
 GC0952
 GC0952  VERT ORDER  -  FIRST     CLASS I
 GC0952
 GC0952.The horizontal coordinates were scaled from a topographic map and have
 GC0952.an estimated accuracy of +/- 6 seconds.
 GC0952
 GC0952.The orthometric height was determined by differential leveling
 GC0952.and adjusted by the National Geodetic Survey in June 1991..
 GC0952
 GC0952.The geoid height was determined by GEOID03.
 GC0952
 GC0952.The dynamic height is computed by dividing the NAVD 88
 GC0952.geopotential number by the normal gravity value computed on the
 GC0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0952.degrees latitude (g = 980.6199 gals.).
 GC0952
 GC0952.The modeled gravity was interpolated from observed gravity values.
 GC0952
 GC0952;                    North         East    Units  Estimated Accuracy
 GC0952;SPC KY1Z     - 1,059,260.    1,411,690.      MT  (+/- 180 meters Scaled)
 GC0952
 GC0952                          SUPERSEDED SURVEY CONTROL
 GC0952
 GC0952  NGVD 29 (??/??/92)  215.492  (m)          706.99   (f) ADJ UNCH    1 1
 GC0952
 GC0952.Superseded values are not recommended for survey control.
 GC0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0952.See file dsdata.txt to determine how the superseded data were derived.
 GC0952
 GC0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF231797(NAD 83)
 GC0952_MARKER: DB = BENCH MARK DISK
 GC0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0952_STAMPING: F 347 1954
 GC0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0952+STABILITY: SURFACE MOTION
 GC0952
 GC0952  HISTORY     - Date     Condition        Report By
 GC0952  HISTORY     - 1954     MONUMENTED       CGS
 GC0952  HISTORY     - 1968     GOOD             NGS
 GC0952  HISTORY     - 19950914 MARK NOT FOUND   KYDT
 GC0952
 GC0952                          STATION DESCRIPTION
 GC0952
 GC0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0952'1.4 MI W FROM AUBURN.
 GC0952'ABOUT 1.4 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0952'FROM THE AUBURN HIGH SCHOOL AT AUBURN, 0.35 MILE WEST OF
 GC0952'MILEPOST 133, 31 FEET SOUTH OF THE SOUTH RAIL, 37 FEET SOUTHWEST
 GC0952'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A GRAVELED
 GC0952'ROAD, 15 FEET SOUTHEAST OF A TELEPHONE POLE, 1 FOOT NORTH OF
 GC0952'A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 GC0952'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GC0952'3 INCHES ABOVE THE SURFACE OF THE GROUND.
 GC0952
 GC0952                          STATION RECOVERY (1995)
 GC0952
 GC0952'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1169 ***********************************************************************
 GC1169  DESIGNATION -  F 348
 GC1169  PID         -  GC1169
 GC1169  STATE/COUNTY-  KY/LOGAN
 GC1169  USGS QUAD   -  ALLENSVILLE (1950)
 GC1169
 GC1169                         *CURRENT SURVEY CONTROL
 GC1169  ___________________________________________________________________
 GC1169* NAD 83(1986)-  36 44 01.     (N)    087 02 35.     (W)     SCALED    
 GC1169* NAVD 88     -       184.122  (meters)     604.07   (feet)  ADJUSTED  
 GC1169  ___________________________________________________________________
 GC1169  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GC1169  DYNAMIC HT  -         183.974 (meters)     603.59  (feet)  COMP
 GC1169  MODELED GRAV-     979,823.6   (mgal)                       NAVD 88
 GC1169
 GC1169  VERT ORDER  -  FIRST     CLASS II
 GC1169
 GC1169.The horizontal coordinates were scaled from a topographic map and have
 GC1169.an estimated accuracy of +/- 6 seconds.
 GC1169
 GC1169.The orthometric height was determined by differential leveling
 GC1169.and adjusted by the National Geodetic Survey in June 1991..
 GC1169
 GC1169.The geoid height was determined by GEOID03.
 GC1169
 GC1169.The dynamic height is computed by dividing the NAVD 88
 GC1169.geopotential number by the normal gravity value computed on the
 GC1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1169.degrees latitude (g = 980.6199 gals.).
 GC1169
 GC1169.The modeled gravity was interpolated from observed gravity values.
 GC1169
 GC1169;                    North         East    Units  Estimated Accuracy
 GC1169;SPC KY1Z     - 1,045,230.    1,384,500.      MT  (+/- 180 meters Scaled)
 GC1169
 GC1169                          SUPERSEDED SURVEY CONTROL
 GC1169
 GC1169  NGVD 29 (??/??/92)  184.210  (m)          604.36   (f) ADJ UNCH    1 2
 GC1169
 GC1169.Superseded values are not recommended for survey control.
 GC1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1169.See file dsdata.txt to determine how the superseded data were derived.
 GC1169
 GC1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF961653(NAD 83)
 GC1169_MARKER: DB = BENCH MARK DISK
 GC1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1169_STAMPING: F 348 1954
 GC1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1169+STABILITY: SURFACE MOTION
 GC1169
 GC1169  HISTORY     - Date     Condition        Report By
 GC1169  HISTORY     - 1954     MONUMENTED       CGS
 GC1169  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1169
 GC1169                          STATION DESCRIPTION
 GC1169
 GC1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1169'1.8 MI NE FROM ALLENSVILLE.
 GC1169'1.8 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1169'FROM THE CROSSING OF STATE HIGHWAY 102 AT ALLENSVILLE, ABOUT
 GC1169'0.2 MILE NORTHEAST OF CROSSING OF A GRAVEL ROAD, ABOUT 0.8 MILE
 GC1169'SOUTHWEST OF CROSSING OF A BLACK TOP ROAD, 124 FEET WEST AND
 GC1169'ACROSS A GRAVEL ROAD FROM MILE POST 155, 66 1/2 FEET NORTHWEST
 GC1169'AND ACROSS GRAVEL ROAD FROM NORTHWEST RAIL, 22 FEET NORTHWEST
 GC1169'OF CENTER LINE OF ROAD, 1 FOOT SOUTHEAST OF A FENCE LINE, 69
 GC1169'FEET NORTHWEST OF CENTER OF A FIELD ROAD CROSSING TRACK, 2 FEET
 GC1169'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET
 GC1169'BELOW LEVEL OF TRACK, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 GC1169'OF A CONCRETE POST PROJECTING 3 INCHES.
 GC1169
 GC1169                          STATION RECOVERY (1984)
 GC1169
 GC1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1169'SEARCHED FOR BUT NOT RECOVERED, THE AREA ALL AROUND THE MARK HAS BEEN
 GC1169'PLOWED UP AND IS NOW BEING FARMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1454 ***********************************************************************
 HZ1454  DESIGNATION -  F 349
 HZ1454  PID         -  HZ1454
 HZ1454  STATE/COUNTY-  KY/JEFFERSON
 HZ1454  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ1454
 HZ1454                         *CURRENT SURVEY CONTROL
 HZ1454  ___________________________________________________________________
 HZ1454* NAD 83(1986)-  38 13 24.     (N)    085 39 58.     (W)     SCALED    
 HZ1454* NAVD 88     -       165.088  (meters)     541.63   (feet)  ADJUSTED  
 HZ1454  ___________________________________________________________________
 HZ1454  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ1454  DYNAMIC HT  -         164.976 (meters)     541.26  (feet)  COMP
 HZ1454  MODELED GRAV-     979,948.2   (mgal)                       NAVD 88
 HZ1454
 HZ1454  VERT ORDER  -  FIRST     CLASS II
 HZ1454
 HZ1454.This mark is at Louisville (BOWMAN) Airport (LOU)
 HZ1454
 HZ1454.The horizontal coordinates were scaled from a topographic map and have
 HZ1454.an estimated accuracy of +/- 6 seconds.
 HZ1454
 HZ1454.The orthometric height was determined by differential leveling
 HZ1454.and adjusted by the National Geodetic Survey in June 1991..
 HZ1454
 HZ1454.The geoid height was determined by GEOID03.
 HZ1454
 HZ1454.The dynamic height is computed by dividing the NAVD 88
 HZ1454.geopotential number by the normal gravity value computed on the
 HZ1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1454.degrees latitude (g = 980.6199 gals.).
 HZ1454
 HZ1454.The modeled gravity was interpolated from observed gravity values.
 HZ1454
 HZ1454;                    North         East    Units  Estimated Accuracy
 HZ1454;SPC KY1Z     - 1,209,760.    1,507,350.      MT  (+/- 180 meters Scaled)
 HZ1454
 HZ1454                          SUPERSEDED SURVEY CONTROL
 HZ1454
 HZ1454  NGVD 29 (??/??/92)  165.239  (m)          542.12   (f) ADJ UNCH    1 2
 HZ1454
 HZ1454.Superseded values are not recommended for survey control.
 HZ1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1454.See file dsdata.txt to determine how the superseded data were derived.
 HZ1454
 HZ1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH167314(NAD 83)
 HZ1454_MARKER: DB = BENCH MARK DISK
 HZ1454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1454_SP_SET: BUILDING
 HZ1454_STAMPING: F 349 1954
 HZ1454_MARK LOGO: CGS   
 HZ1454_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1454+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1997
 HZ1454
 HZ1454  HISTORY     - Date     Condition        Report By
 HZ1454  HISTORY     - 1954     MONUMENTED       CGS
 HZ1454  HISTORY     - 1970     GOOD             NGS
 HZ1454  HISTORY     - 1982     GOOD             USGS
 HZ1454  HISTORY     - 19970906 GOOD             NGS
 HZ1454
 HZ1454                          STATION DESCRIPTION
 HZ1454
 HZ1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1454'2 MI S FROM ST MATTHEWS.
 HZ1454'ABOUT 2 MILES SOUTH (AIRLINE) FROM ST. MATTHEWS, ON THE SOUTHWEST
 HZ1454'SIDE OF BOWMAN FIELD, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 HZ1454'ADMINSTRATION BUILDING, DIRECTLY BELOW THE CONTROL TOWER, 7
 HZ1454'FEET SOUTHEAST OF CENTER LINE OF MAIN NORTHEAST ENTRANCE TO
 HZ1454'BUILDING AND ABOUT 3 FEET ABOVE GROUND.
 HZ1454
 HZ1454                          STATION RECOVERY (1970)
 HZ1454
 HZ1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HZ1454'RECOVERED IN GOOD CONDITION.
 HZ1454
 HZ1454                          STATION RECOVERY (1982)
 HZ1454
 HZ1454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HZ1454'THE MARK IS SET VERTICALLY IN THE NORTH WALL OF THE ADMINSTRATION
 HZ1454'BUILDING OF BOWMAN FIELD JUST EAST OF THE CENTER ENTRANCE.
 HZ1454
 HZ1454                          STATION RECOVERY (1997)
 HZ1454
 HZ1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (DW)
 HZ1454'THER ALIASES INCLUDE DOD 0551-3 AND LOUISVILLE F 349. STATION IS AT
 HZ1454'BOWMAN FIELD EXECUTIVE AIRPORT IN LOUISVILLE, KENTUCKY, ABOUT 2 MI
 HZ1454'(3.2 KM) SOUTH OF SAINT MATTHEWS, AND 5.4 MI (8.7 KM) EAST SOUTHEAST
 HZ1454'OF UNITED STATES COURT HOUSE.  THIS AIRPORT IS NORTHEAST OF STANDIFORD
 HZ1454'FIELD COMMERCIAL AIRPORT.  TO ACCESS FROM INTERCHANGE 17B OF
 HZ1454'INTERSTATE 264 (WATTERSON EXPRESSWAY) , GO WEST ON TAYLORSVILLE ROAD
 HZ1454'(KY ROUTE 155 NORTH) .  GO 0.92 MI (1.48 KM) AND TURN NORTH (RIGHT)
 HZ1454'INTO PARKING LOT OF BOWMAN FIELD.  STATION IS ABOUT 100 M (328.1 FT)
 HZ1454'NORTH OF TAYLORSVILLE ROAD AND 46 M (150.9 FT) EAST OF GATE 9 ON THE
 HZ1454'NORTH (FIELD) SIDE OF THE ADMINISTRATION BUILDING. STATION IS 8.8 M
 HZ1454'(28.9 FT) SOUTH OF THE BARRIER FENCE, 2.1 M (6.9 FT) EAST OF THE
 HZ1454'CENTRAL DOORS ON THE NORTH SIDE OF THE BUILDING, UNDER THE CLOSED
 HZ1454'CONTROL TOWER.  GRAVITY READINGS MADE 0.314 M (1.030 FT) BELOW
 HZ1454'BENCHMARK F349, ON THE FOURTH STEP FROM THE BOTTOM OF THE NEW STEPS,
 HZ1454'AGAINST THE BRICK WALL, AND ABOUT ONE METER ABOVE FIELD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0048 ***********************************************************************
 HZ0048  DESIGNATION -  F 35
 HZ0048  PID         -  HZ0048
 HZ0048  STATE/COUNTY-  KY/PENDLETON
 HZ0048  USGS QUAD   -  GOFORTH (1987)
 HZ0048
 HZ0048                         *CURRENT SURVEY CONTROL
 HZ0048  ___________________________________________________________________
 HZ0048* NAD 83(1986)-  38 41 25.     (N)    084 24 25.     (W)     SCALED    
 HZ0048* NAVD 88     -       274.414  (meters)     900.31   (feet)  ADJUSTED  
 HZ0048  ___________________________________________________________________
 HZ0048  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HZ0048  DYNAMIC HT  -         274.231 (meters)     899.71  (feet)  COMP
 HZ0048  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 HZ0048
 HZ0048  VERT ORDER  -  SECOND    CLASS 0
 HZ0048
 HZ0048.The horizontal coordinates were scaled from a topographic map and have
 HZ0048.an estimated accuracy of +/- 6 seconds.
 HZ0048
 HZ0048.The orthometric height was determined by differential leveling
 HZ0048.and adjusted by the National Geodetic Survey in June 1991..
 HZ0048
 HZ0048.The geoid height was determined by GEOID03.
 HZ0048
 HZ0048.The dynamic height is computed by dividing the NAVD 88
 HZ0048.geopotential number by the normal gravity value computed on the
 HZ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0048.degrees latitude (g = 980.6199 gals.).
 HZ0048
 HZ0048.The modeled gravity was interpolated from observed gravity values.
 HZ0048
 HZ0048;                    North         East    Units  Estimated Accuracy
 HZ0048;SPC KY1Z     - 1,262,430.    1,616,850.      MT  (+/- 180 meters Scaled)
 HZ0048
 HZ0048                          SUPERSEDED SURVEY CONTROL
 HZ0048
 HZ0048  NGVD 29 (??/??/92)  274.639  (m)          901.04   (f) ADJ UNCH    2 0
 HZ0048
 HZ0048.Superseded values are not recommended for survey control.
 HZ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0048.See file dsdata.txt to determine how the superseded data were derived.
 HZ0048
 HZ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH255855(NAD 83)
 HZ0048_MARKER: DB = BENCH MARK DISK
 HZ0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0048_STAMPING: F 35 1935 901.045
 HZ0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0048+STABILITY: SURFACE MOTION
 HZ0048
 HZ0048  HISTORY     - Date     Condition        Report By
 HZ0048  HISTORY     - 1935     MONUMENTED       CGS
 HZ0048  HISTORY     - 1955     GOOD             NGS
 HZ0048
 HZ0048                          STATION DESCRIPTION
 HZ0048
 HZ0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0048'4.8 MI NW FROM FALMOUTH.
 HZ0048'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 22 AND U.S. HIGHWAY 27
 HZ0048'FROM THE JUNCTION OF THESE HIGHWAYS AT THE NORTHWEST PART OF
 HZ0048'FALMOUTH, THENCE WEST ALONG STATE HIGHWAY 22 FOR 2.55 MILES, 102.5
 HZ0048'FEET NORTH OF THE CENTER LINE OF HIGHWAY MEASURED ALONG THE WEST SIDE
 HZ0048'OF CROSS FENCE, 77.6 FEET NORTH OF T-FENCE CORNER POST, 4.0 FEET
 HZ0048'NORTH OF A TELEPHONE POLE, 1.7 FEET WEST OF THE CROSS FENCE LINE,
 HZ0048'8.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1150 ***********************************************************************
 HZ1150  DESIGNATION -  F 350
 HZ1150  PID         -  HZ1150
 HZ1150  STATE/COUNTY-  KY/SHELBY
 HZ1150  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1150
 HZ1150                         *CURRENT SURVEY CONTROL
 HZ1150  ___________________________________________________________________
 HZ1150* NAD 83(1986)-  38 12 46.     (N)    085 10 12.     (W)     SCALED    
 HZ1150* NAVD 88     -       252.532  (meters)     828.52   (feet)  ADJUSTED  
 HZ1150  ___________________________________________________________________
 HZ1150  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ1150  DYNAMIC HT  -         252.355 (meters)     827.93  (feet)  COMP
 HZ1150  MODELED GRAV-     979,920.4   (mgal)                       NAVD 88
 HZ1150
 HZ1150  VERT ORDER  -  FIRST     CLASS II
 HZ1150
 HZ1150.The horizontal coordinates were scaled from a topographic map and have
 HZ1150.an estimated accuracy of +/- 6 seconds.
 HZ1150
 HZ1150.The orthometric height was determined by differential leveling
 HZ1150.and adjusted by the National Geodetic Survey in June 1991..
 HZ1150
 HZ1150.The geoid height was determined by GEOID03.
 HZ1150
 HZ1150.The dynamic height is computed by dividing the NAVD 88
 HZ1150.geopotential number by the normal gravity value computed on the
 HZ1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1150.degrees latitude (g = 980.6199 gals.).
 HZ1150
 HZ1150.The modeled gravity was interpolated from observed gravity values.
 HZ1150
 HZ1150;                    North         East    Units  Estimated Accuracy
 HZ1150;SPC KY1Z     - 1,208,750.    1,550,790.      MT  (+/- 180 meters Scaled)
 HZ1150
 HZ1150                          SUPERSEDED SURVEY CONTROL
 HZ1150
 HZ1150  NGVD 29 (??/??/92)  252.680  (m)          829.00   (f) ADJ UNCH    1 2
 HZ1150
 HZ1150.Superseded values are not recommended for survey control.
 HZ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1150.See file dsdata.txt to determine how the superseded data were derived.
 HZ1150
 HZ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH602310(NAD 83)
 HZ1150_MARKER: DB = BENCH MARK DISK
 HZ1150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1150_SP_SET: STEEL CATTLE GUARD
 HZ1150_STAMPING: F 350 1954
 HZ1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1150
 HZ1150  HISTORY     - Date     Condition        Report By
 HZ1150  HISTORY     - 1954     MONUMENTED       CGS
 HZ1150
 HZ1150                          STATION DESCRIPTION
 HZ1150
 HZ1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1150'2.8 MI NE FROM SHELBYVILLE.
 HZ1150'ABOUT 2.35 MILES EAST ALONG U.S. HIGHWAY 60 AND 460 FROM THE COURT
 HZ1150'HOUSE AT SHELBYVILLE, THENCE ABOUT 0.5 MILE NORTH AND NORTHEAST
 HZ1150'ALONG A NARROW GRAVEL ROAD TO THE SHELBY AIRPORT, SET IN THE TOP
 HZ1150'OF THE SOUTHEAST CORNER OF CONCRETE AND STEEL CATTLE GUARD ACROSS
 HZ1150'ENTRANCE TO AIRPORT, 6 FEET SOUTH OF CENTER LINE OF ENTRANCE DRIVE,
 HZ1150'144 FEET SOUTHWEST OF BM E 350, 108 FEET SOUTHWEST OF SOUTHWEST
 HZ1150'CORNER OF CONCRETE BLOCK HANGAR, 21 1/2 FEET NORTH OF A FENCE
 HZ1150'CORNER AND LEVEL WITH ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1528 ***********************************************************************
 HZ1528  DESIGNATION -  F 351
 HZ1528  PID         -  HZ1528
 HZ1528  STATE/COUNTY-  KY/OLDHAM
 HZ1528  USGS QUAD   -  OWEN (1983)
 HZ1528
 HZ1528                         *CURRENT SURVEY CONTROL
 HZ1528  ___________________________________________________________________
 HZ1528* NAD 83(1986)-  38 24 07.     (N)    085 34 30.     (W)     SCALED    
 HZ1528* NAVD 88     -       213.093  (meters)     699.12   (feet)  ADJUSTED  
 HZ1528  ___________________________________________________________________
 HZ1528  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ1528  DYNAMIC HT  -         212.950 (meters)     698.65  (feet)  COMP
 HZ1528  MODELED GRAV-     979,954.8   (mgal)                       NAVD 88
 HZ1528
 HZ1528  VERT ORDER  -  FIRST     CLASS II
 HZ1528
 HZ1528.The horizontal coordinates were scaled from a topographic map and have
 HZ1528.an estimated accuracy of +/- 6 seconds.
 HZ1528
 HZ1528.The orthometric height was determined by differential leveling
 HZ1528.and adjusted by the National Geodetic Survey in June 1991..
 HZ1528
 HZ1528.The geoid height was determined by GEOID03.
 HZ1528
 HZ1528.The dynamic height is computed by dividing the NAVD 88
 HZ1528.geopotential number by the normal gravity value computed on the
 HZ1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1528.degrees latitude (g = 980.6199 gals.).
 HZ1528
 HZ1528.The modeled gravity was interpolated from observed gravity values.
 HZ1528
 HZ1528;                    North         East    Units  Estimated Accuracy
 HZ1528;SPC KY1Z     - 1,229,600.    1,515,290.      MT  (+/- 180 meters Scaled)
 HZ1528
 HZ1528                          SUPERSEDED SURVEY CONTROL
 HZ1528
 HZ1528  NGVD 29 (??/??/92)  213.252  (m)          699.64   (f) ADJ UNCH    1 2
 HZ1528
 HZ1528.Superseded values are not recommended for survey control.
 HZ1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1528.See file dsdata.txt to determine how the superseded data were derived.
 HZ1528
 HZ1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH244513(NAD 83)
 HZ1528_MARKER: DB = BENCH MARK DISK
 HZ1528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1528_SP_SET: BUILDING
 HZ1528_STAMPING: F 351 1954
 HZ1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1528
 HZ1528  HISTORY     - Date     Condition        Report By
 HZ1528  HISTORY     - 1954     MONUMENTED       CGS
 HZ1528
 HZ1528                          STATION DESCRIPTION
 HZ1528
 HZ1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1528'AT GOSHEN.
 HZ1528'AT GOSHEN, ALONG U.S. HIGHWAY 42, AT THE PRESBYTERIAN CHURCH, IN THE
 HZ1528'TOP OF THE SOUTHEAST SIDE OF CONCRETE CISTERN COVER ON NORTHEAST
 HZ1528'SIDE OF CHURCH, 160 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 21 1/2
 HZ1528'FEET NORTHWEST OF EAST CORNER OF CONCRETE BLOCK ADDITION TO CHURCH,
 HZ1528'5 FEET NORTHEAST OF NORTHEAST FACE OF CONCRETE BLOCK ADDITION
 HZ1528'TO CHURCH, 0.6 FOOT SOUTHEAST OF SOUTHEAST EDGE OF MAN HOLE COVER
 HZ1528'PLACE AND ABOUT 7 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0897 ***********************************************************************
 HZ0897  DESIGNATION -  F 352
 HZ0897  PID         -  HZ0897
 HZ0897  STATE/COUNTY-  KY/TRIMBLE
 HZ0897  USGS QUAD   -  MADISON WEST (1993)
 HZ0897
 HZ0897                         *CURRENT SURVEY CONTROL
 HZ0897  ___________________________________________________________________
 HZ0897* NAD 83(1986)-  38 37 49.     (N)    085 25 09.     (W)     SCALED    
 HZ0897* NAVD 88     -       140.406  (meters)     460.65   (feet)  ADJUSTED  
 HZ0897  ___________________________________________________________________
 HZ0897  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ0897  DYNAMIC HT  -         140.314 (meters)     460.35  (feet)  COMP
 HZ0897  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 HZ0897
 HZ0897  VERT ORDER  -  FIRST     CLASS II
 HZ0897
 HZ0897.The horizontal coordinates were scaled from a topographic map and have
 HZ0897.an estimated accuracy of +/- 6 seconds.
 HZ0897
 HZ0897.The orthometric height was determined by differential leveling
 HZ0897.and adjusted by the National Geodetic Survey in June 1991..
 HZ0897
 HZ0897.The geoid height was determined by GEOID03.
 HZ0897
 HZ0897.The dynamic height is computed by dividing the NAVD 88
 HZ0897.geopotential number by the normal gravity value computed on the
 HZ0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0897.degrees latitude (g = 980.6199 gals.).
 HZ0897
 HZ0897.The modeled gravity was interpolated from observed gravity values.
 HZ0897
 HZ0897;                    North         East    Units  Estimated Accuracy
 HZ0897;SPC KY1Z     - 1,254,980.    1,528,810.      MT  (+/- 180 meters Scaled)
 HZ0897
 HZ0897                          SUPERSEDED SURVEY CONTROL
 HZ0897
 HZ0897  NGVD 29 (??/??/92)  140.575  (m)          461.20   (f) ADJ UNCH    1 2
 HZ0897
 HZ0897.Superseded values are not recommended for survey control.
 HZ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0897.See file dsdata.txt to determine how the superseded data were derived.
 HZ0897
 HZ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH376769(NAD 83)
 HZ0897_MARKER: DB = BENCH MARK DISK
 HZ0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0897_STAMPING: F 352 1954
 HZ0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0897+STABILITY: SURFACE MOTION
 HZ0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0897+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1997
 HZ0897
 HZ0897  HISTORY     - Date     Condition        Report By
 HZ0897  HISTORY     - 1954     MONUMENTED       CGS
 HZ0897  HISTORY     - 1963     GOOD             NGS
 HZ0897  HISTORY     - 19970417 GOOD             KYDT
 HZ0897
 HZ0897                          STATION DESCRIPTION
 HZ0897
 HZ0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0897'5 MI N FROM WISES LANDING.
 HZ0897'4.95 MILES NORTH ALONG A ROAD FROM THE BAPTIST CHURCH AT
 HZ0897'WISES LANDING, ABOUT 1.7 MILES NORTH OF A BRIDGE OVER CORN
 HZ0897'CREEK, 47 FEET SOUTHWEST OF CENTER LINE OF ROAD, 213 FEET
 HZ0897'EAST OF SOUTHEAST CORNER OF A LOG HOUSE OWNED BY HERMAN MAHONEY,
 HZ0897'135 FEET EAST-NORTHEAST OF A DEEP WELL PUMP, 23 FEET
 HZ0897'EAST-SOUTHEAST OF SOUTHEAST CORNER OF BARN, 1 FOOT NORTH OF A
 HZ0897'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HZ0897'3 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 HZ0897'POST PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 0.85 MILE
 HZ0897'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 652 AT TROUT.
 HZ0897
 HZ0897                          STATION RECOVERY (1963)
 HZ0897
 HZ0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ0897'RECOVERED IN GOOD CONDITION.
 HZ0897
 HZ0897                          STATION RECOVERY (1997)
 HZ0897
 HZ0897'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HZ0897'MARK NOW 96.7 FEET EAST OF CENTERLINE OF ROAD,12 FEET SOUTHEAST OF
 HZ0897'CENTER OF DIM ROAD NORTHEAST, AT WEST END OF LARGE JUNK PILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0919 ***********************************************************************
 HZ0919  DESIGNATION -  F 353
 HZ0919  PID         -  HZ0919
 HZ0919  STATE/COUNTY-  KY/CARROLL
 HZ0919  USGS QUAD   -  CARROLLTON (1994)
 HZ0919
 HZ0919                         *CURRENT SURVEY CONTROL
 HZ0919  ___________________________________________________________________
 HZ0919* NAD 83(1986)-  38 42 43.     (N)    085 14 26.     (W)     SCALED    
 HZ0919* NAVD 88     -       141.613  (meters)     464.61   (feet)  ADJUSTED  
 HZ0919  ___________________________________________________________________
 HZ0919  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0919  DYNAMIC HT  -         141.520 (meters)     464.30  (feet)  COMP
 HZ0919  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 HZ0919
 HZ0919  VERT ORDER  -  FIRST     CLASS II
 HZ0919
 HZ0919.The horizontal coordinates were scaled from a topographic map and have
 HZ0919.an estimated accuracy of +/- 6 seconds.
 HZ0919
 HZ0919.The orthometric height was determined by differential leveling
 HZ0919.and adjusted by the National Geodetic Survey in June 1991..
 HZ0919
 HZ0919.The geoid height was determined by GEOID03.
 HZ0919
 HZ0919.The dynamic height is computed by dividing the NAVD 88
 HZ0919.geopotential number by the normal gravity value computed on the
 HZ0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0919.degrees latitude (g = 980.6199 gals.).
 HZ0919
 HZ0919.The modeled gravity was interpolated from observed gravity values.
 HZ0919
 HZ0919;                    North         East    Units  Estimated Accuracy
 HZ0919;SPC KY1Z     - 1,264,120.    1,544,310.      MT  (+/- 180 meters Scaled)
 HZ0919
 HZ0919                          SUPERSEDED SURVEY CONTROL
 HZ0919
 HZ0919  NGVD 29 (??/??/92)  141.786  (m)          465.18   (f) ADJ UNCH    1 2
 HZ0919
 HZ0919.Superseded values are not recommended for survey control.
 HZ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0919.See file dsdata.txt to determine how the superseded data were derived.
 HZ0919
 HZ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH529862(NAD 83)
 HZ0919_MARKER: DB = BENCH MARK DISK
 HZ0919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0919_SP_SET: CULVERT
 HZ0919_STAMPING: F 353 1954
 HZ0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0919+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 HZ0919
 HZ0919  HISTORY     - Date     Condition        Report By
 HZ0919  HISTORY     - 1954     MONUMENTED       CGS
 HZ0919  HISTORY     - 1964     GOOD             NGS
 HZ0919  HISTORY     - 20030513 GOOD             KYDT
 HZ0919
 HZ0919                          STATION DESCRIPTION
 HZ0919
 HZ0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0919'4.4 MI W FROM CARROLLTON.
 HZ0919'1.7 MILES WEST ALONG U.S. HIGHWAY 42 FROM THE COURT HOUSE AT
 HZ0919'CARROLLTON, THENCE ABOUT 2.65 MILES NORTHWEST ALONG STATE HIGHWAY
 HZ0919'36, ABOUT 0.55 MILE SOUTHEAST OF A BRIDGE OVER LOCUST CREEK,
 HZ0919'ABOUT 0.2 MILE SOUTHEAST OF JUNCTION OF A ROAD SOUTHWEST TO
 HZ0919'LOCUST, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD
 HZ0919'WALL OF A 3-FOOT CONCRETE BOX CULVERT, 13 FEET SOUTHWEST OF
 HZ0919'CENTER LINE OF HIGHWAY, 180 FEET NORTHWEST OF NORTH CORNER OF
 HZ0919'A TAN FRAME HOUSE, 27 FEET NORTHWEST OF CENTER LINE OF DRIVE
 HZ0919'TO HOUSE AND ABOUT LEVEL WITH HIGHWAY.  NOTE-- THE MARK IS 28
 HZ0919'FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AND
 HZ0919'20 FEET NORTHWEST OF THE NORTHWEST EDGE OF A GRAVELED PARKING
 HZ0919'SPACE.  THE FRAME HOUSE HAS BEEN PAINTED WHITE.
 HZ0919
 HZ0919                          STATION RECOVERY (1964)
 HZ0919
 HZ0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0919'RECOVERED IN GOOD CONDITION.
 HZ0919
 HZ0919                          STATION RECOVERY (2003)
 HZ0919
 HZ0919'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1081 ***********************************************************************
 HY1081  DESIGNATION -  F 354
 HY1081  PID         -  HY1081
 HY1081  STATE/COUNTY-  KY/GREENUP
 HY1081  USGS QUAD   -  PORTSMOUTH (1975)
 HY1081
 HY1081                         *CURRENT SURVEY CONTROL
 HY1081  ___________________________________________________________________
 HY1081* NAD 83(1986)-  38 44 13.     (N)    082 54 04.     (W)     SCALED    
 HY1081* NAVD 88     -       168.843  (meters)     553.95   (feet)  ADJUSTED  
 HY1081  ___________________________________________________________________
 HY1081  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HY1081  DYNAMIC HT  -         168.736 (meters)     553.59  (feet)  COMP
 HY1081  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 HY1081
 HY1081  VERT ORDER  -  FIRST     CLASS I
 HY1081
 HY1081.The horizontal coordinates were scaled from a topographic map and have
 HY1081.an estimated accuracy of +/- 6 seconds.
 HY1081
 HY1081.The orthometric height was determined by differential leveling
 HY1081.and adjusted by the National Geodetic Survey in June 1991..
 HY1081
 HY1081.The geoid height was determined by GEOID03.
 HY1081
 HY1081.The dynamic height is computed by dividing the NAVD 88
 HY1081.geopotential number by the normal gravity value computed on the
 HY1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1081.degrees latitude (g = 980.6199 gals.).
 HY1081
 HY1081.The modeled gravity was interpolated from observed gravity values.
 HY1081
 HY1081;                    North         East    Units  Estimated Accuracy
 HY1081;SPC KY1Z     - 1,270,550.    1,747,670.      MT  (+/- 180 meters Scaled)
 HY1081
 HY1081                          SUPERSEDED SURVEY CONTROL
 HY1081
 HY1081  NGVD 29 (??/??/92)  169.030  (m)          554.56   (f) ADJ UNCH    1 1
 HY1081
 HY1081.Superseded values are not recommended for survey control.
 HY1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1081.See file dsdata.txt to determine how the superseded data were derived.
 HY1081
 HY1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC347893(NAD 83)
 HY1081_MARKER: DB = BENCH MARK DISK
 HY1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1081_STAMPING: F 354 1956
 HY1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1081+STABILITY: SURFACE MOTION
 HY1081
 HY1081  HISTORY     - Date     Condition        Report By
 HY1081  HISTORY     - 1956     MONUMENTED       CGS
 HY1081  HISTORY     - 1967     GOOD             NGS
 HY1081  HISTORY     - 1979     GOOD             LOCENG
 HY1081
 HY1081                          STATION DESCRIPTION
 HY1081
 HY1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY1081'5.6 MI E FROM SOUTH PORTSMOUTH.
 HY1081'5.6 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY1081'STATION AT SOUTH PORTSMOUTH, AT A GRAVEL ROAD CROSSING LEADING
 HY1081'SOUTH TO SILOAM CHURCH, ABOUT 0.4 MILE EAST OF MILE POST 545,
 HY1081'46 1/2 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, 29 FEET EAST OF
 HY1081'CENTER LINE OF ROAD, 16 1/2 FEET SOUTH OF A FENCE LINE, 18 FEET
 HY1081'SOUTH OF A FENCE CORNER, 1 FOOT WEST OF GRAVEL ROAD R/W FENCE
 HY1081'LINE, 25 1/2 FEET SOUTHEAST OF POWER LINE BRACE POLE NO. 879/146,
 HY1081'39 FEET SOUTHEAST OF CROSSING WARNING SIGN, 2 FEET SOUTH OF A
 HY1081'WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE LEVEL OF TRACK AND
 HY1081'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HY1081
 HY1081                          STATION RECOVERY (1967)
 HY1081
 HY1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HY1081'RECOVERED IN GOOD CONDITION.
 HY1081
 HY1081                          STATION RECOVERY (1979)
 HY1081
 HY1081'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0822 ***********************************************************************
 HY0822  DESIGNATION -  F 355
 HY0822  PID         -  HY0822
 HY0822  STATE/COUNTY-  KY/BOYD
 HY0822  USGS QUAD   -  ASHLAND (1985)
 HY0822
 HY0822                         *CURRENT SURVEY CONTROL
 HY0822  ___________________________________________________________________
 HY0822* NAD 83(1986)-  38 28 52.     (N)    082 38 39.     (W)     SCALED    
 HY0822* NAVD 88     -       168.433  (meters)     552.60   (feet)  ADJUSTED  
 HY0822  ___________________________________________________________________
 HY0822  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HY0822  DYNAMIC HT  -         168.322 (meters)     552.24  (feet)  COMP
 HY0822  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 HY0822
 HY0822  VERT ORDER  -  FIRST     CLASS II
 HY0822
 HY0822.The horizontal coordinates were scaled from a topographic map and have
 HY0822.an estimated accuracy of +/- 6 seconds.
 HY0822
 HY0822.The orthometric height was determined by differential leveling
 HY0822.and adjusted by the National Geodetic Survey in June 1991..
 HY0822
 HY0822.The geoid height was determined by GEOID03.
 HY0822
 HY0822.The dynamic height is computed by dividing the NAVD 88
 HY0822.geopotential number by the normal gravity value computed on the
 HY0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0822.degrees latitude (g = 980.6199 gals.).
 HY0822
 HY0822.The modeled gravity was interpolated from observed gravity values.
 HY0822
 HY0822;                    North         East    Units  Estimated Accuracy
 HY0822;SPC KY1Z     - 1,242,880.    1,770,940.      MT  (+/- 180 meters Scaled)
 HY0822
 HY0822                          SUPERSEDED SURVEY CONTROL
 HY0822
 HY0822  NGVD 29 (??/??/92)  168.62   (m)          553.2    (f) COMPUTED    1 2
 HY0822
 HY0822.Superseded values are not recommended for survey control.
 HY0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0822.See file dsdata.txt to determine how the superseded data were derived.
 HY0822
 HY0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC565604(NAD 83)
 HY0822_MARKER: DB = BENCH MARK DISK
 HY0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0822_SP_SET: BRIDGE RAIL FOOTING
 HY0822_STAMPING: F 355 1956
 HY0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0822
 HY0822  HISTORY     - Date     Condition        Report By
 HY0822  HISTORY     - 1956     MONUMENTED       CGS
 HY0822  HISTORY     - 1958     GOOD             NGS
 HY0822
 HY0822                          STATION DESCRIPTION
 HY0822
 HY0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0822'AT ASHLAND.
 HY0822'AT ASHLAND, ABOUT 0.4 MILE WEST ALONG WINCHESTER AVENUE FROM
 HY0822'THE POST OFFICE AT ASHLAND, AT INTERSECTION OF 12TH STREET,
 HY0822'62 FEET NORTH OF NORTH CURB LINE OF WINCHESTER AVENUE, 20 FEET
 HY0822'WEST OF WEST CURB OF 12TH STREET, IN THE TOP OF WEST RAIL FOOTING
 HY0822'OF APPROACH TO OHIO RIVER BRIDGE, 17.2 FEET NORTH OF SOUTH END
 HY0822'OF RAIL FOOTING, 1.6 FEET NORTH OF SOUTH PILLAR OF BRIDGE BANISTER
 HY0822'AND ABOUT LEVEL WITH WINCHESTER AVENUE.
 HY0822
 HY0822                          STATION RECOVERY (1958)
 HY0822
 HY0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HY0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0823 ***********************************************************************
 HY0823  DESIGNATION -  F 355 RESET
 HY0823  PID         -  HY0823
 HY0823  STATE/COUNTY-  KY/BOYD
 HY0823  USGS QUAD   -  ASHLAND (1985)
 HY0823
 HY0823                         *CURRENT SURVEY CONTROL
 HY0823  ___________________________________________________________________
 HY0823* NAD 83(1986)-  38 28 52.     (N)    082 38 39.     (W)     SCALED    
 HY0823* NAVD 88     -       168.464  (meters)     552.70   (feet)  ADJUSTED  
 HY0823  ___________________________________________________________________
 HY0823  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HY0823  DYNAMIC HT  -         168.353 (meters)     552.34  (feet)  COMP
 HY0823  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 HY0823
 HY0823  VERT ORDER  -  FIRST     CLASS II
 HY0823
 HY0823.The horizontal coordinates were scaled from a topographic map and have
 HY0823.an estimated accuracy of +/- 6 seconds.
 HY0823
 HY0823.The orthometric height was determined by differential leveling
 HY0823.and adjusted by the National Geodetic Survey in June 1991..
 HY0823
 HY0823.The geoid height was determined by GEOID03.
 HY0823
 HY0823.The dynamic height is computed by dividing the NAVD 88
 HY0823.geopotential number by the normal gravity value computed on the
 HY0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0823.degrees latitude (g = 980.6199 gals.).
 HY0823
 HY0823.The modeled gravity was interpolated from observed gravity values.
 HY0823
 HY0823;                    North         East    Units  Estimated Accuracy
 HY0823;SPC KY1Z     - 1,242,880.    1,770,940.      MT  (+/- 180 meters Scaled)
 HY0823
 HY0823                          SUPERSEDED SURVEY CONTROL
 HY0823
 HY0823.No superseded survey control is available for this station.
 HY0823
 HY0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC565604(NAD 83)
 HY0823_MARKER: DB = BENCH MARK DISK
 HY0823_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HY0823_STAMPING: F 355 RESET 1960
 HY0823_MARK LOGO: CGS   
 HY0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0823+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2000
 HY0823
 HY0823  HISTORY     - Date     Condition        Report By
 HY0823  HISTORY     - 1960     MONUMENTED       KYDT
 HY0823  HISTORY     - 1984     GOOD             KYDT
 HY0823  HISTORY     - 1984     GOOD             NGS
 HY0823  HISTORY     - 20000424 GOOD             KYDT
 HY0823
 HY0823                          STATION DESCRIPTION
 HY0823
 HY0823'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1960
 HY0823'AT ASHLAND.
 HY0823'THIS MARK IS LOCATED AT ASHLAND, ABOUT 0.4 MILE WEST ALONG
 HY0823'WINCHESTER AVENUE FROM THE POST OFFICE AT ASHLAND, AT THE
 HY0823'INTERSECTION OF 12TH STREET, 57 FEET NORTH OF THE NORTH CURB LINE
 HY0823'OF WINCHESTER AVENUE, 5 FEET WEST OF THE WEST CURB OF 12TH
 HY0823'STREET, IN THE SIDEWALK OF THE WEST WALL OF APPROACH TO THE
 HY0823'OHIO RIVER BRIDGE, 0.75 FOOT SOUTH OF SOUTH PILLAR OF BRIDGE
 HY0823'BANISTER AND ABOUT LEVEL WITH WINCHESTER AVENUE.
 HY0823
 HY0823                          STATION RECOVERY (1984)
 HY0823
 HY0823'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 HY0823'RECOVERED IN GOOD CONDITION.
 HY0823
 HY0823                          STATION RECOVERY (1984)
 HY0823
 HY0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0823'RECOVERED IN GOOD CONDITION.
 HY0823
 HY0823                          STATION RECOVERY (2000)
 HY0823
 HY0823'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY0823'WINCHESTER AVE NOW ONE WAY, WEST, AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0507 ***********************************************************************
 GD0507  DESIGNATION -  F 356
 GD0507  PID         -  GD0507
 GD0507  STATE/COUNTY-  KY/FULTON
 GD0507  USGS QUAD   -  HICKMAN (1983)
 GD0507
 GD0507                         *CURRENT SURVEY CONTROL
 GD0507  ___________________________________________________________________
 GD0507* NAD 83(1986)-  36 35 53.     (N)    089 09 52.     (W)     SCALED    
 GD0507* NAVD 88     -        91.606  (meters)     300.54   (feet)  ADJUSTED  
 GD0507  ___________________________________________________________________
 GD0507  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0507  DYNAMIC HT  -          91.535 (meters)     300.31  (feet)  COMP
 GD0507  MODELED GRAV-     979,854.3   (mgal)                       NAVD 88
 GD0507
 GD0507  VERT ORDER  -  FIRST     CLASS II
 GD0507
 GD0507.The horizontal coordinates were scaled from a topographic map and have
 GD0507.an estimated accuracy of +/- 6 seconds.
 GD0507
 GD0507.The orthometric height was determined by differential leveling
 GD0507.and adjusted by the National Geodetic Survey in June 1991..
 GD0507
 GD0507.The geoid height was determined by GEOID03.
 GD0507
 GD0507.The dynamic height is computed by dividing the NAVD 88
 GD0507.geopotential number by the normal gravity value computed on the
 GD0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0507.degrees latitude (g = 980.6199 gals.).
 GD0507
 GD0507.The modeled gravity was interpolated from observed gravity values.
 GD0507
 GD0507;                    North         East    Units  Estimated Accuracy
 GD0507;SPC KY1Z     - 1,034,970.    1,194,500.      MT  (+/- 180 meters Scaled)
 GD0507
 GD0507                          SUPERSEDED SURVEY CONTROL
 GD0507
 GD0507  NGVD 29 (??/??/??)   91.531  (m)          300.30   (f) ADJUSTED    1 2
 GD0507
 GD0507.Superseded values are not recommended for survey control.
 GD0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0507.See file dsdata.txt to determine how the superseded data were derived.
 GD0507
 GD0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF063524(NAD 83)
 GD0507_MARKER: DB = BENCH MARK DISK
 GD0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0507_STAMPING: F 356 1957
 GD0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0507+STABILITY: SURFACE MOTION
 GD0507
 GD0507  HISTORY     - Date     Condition        Report By
 GD0507  HISTORY     - 1957     MONUMENTED       CGS
 GD0507  HISTORY     - 20020810 MARK NOT FOUND   USACE
 GD0507
 GD0507                          STATION DESCRIPTION
 GD0507
 GD0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0507'4.3 MI NE FROM HICKMAN.
 GD0507'ABOUT 1.7 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE
 GD0507'AT HICKMAN, THENCE 2.6 MILES NORTH ALONG A BLACK TOP AND GRAVEL
 GD0507'ROAD, ABOUT 1.4 MILES WEST AND NORTH OF A BRIDGE OVER BAYOU DU
 GD0507'CHIEN, AT THE JUNCTION OF A PRIVATE ROAD EAST, 27 FEET EAST OF
 GD0507'CENTER LINE OF ROAD, 19 FEET NORTH OF CENTER LINE OF PRIVATE
 GD0507'ROAD, 20 1/2 FEET NORTH-NORTHWEST OF CENTER OF A GATE, 8 FEET
 GD0507'SOUTHWEST OF A 30-INCH PECAN TREE, 1 1/2 FEET NORTH OF A CONCRETE
 GD0507'WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD AND SET IN THE
 GD0507'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GD0507
 GD0507                          STATION RECOVERY (2002)
 GD0507
 GD0507'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0507'SUSPECTED DESTROYED, NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0028 ***********************************************************************
 HA0028  DESIGNATION -  F 356
 HA0028  PID         -  HA0028
 HA0028  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0028  USGS QUAD   -  GARFIELD (1982)
 HA0028
 HA0028                         *CURRENT SURVEY CONTROL
 HA0028  ___________________________________________________________________
 HA0028* NAD 83(1986)-  37 47 06.     (N)    086 20 56.     (W)     SCALED    
 HA0028* NAVD 88     -       251.644  (meters)     825.60   (feet)  ADJUSTED  
 HA0028  ___________________________________________________________________
 HA0028  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HA0028  DYNAMIC HT  -         251.460 (meters)     825.00  (feet)  COMP
 HA0028  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 HA0028
 HA0028  VERT ORDER  -  SECOND    CLASS 0
 HA0028
 HA0028.The horizontal coordinates were scaled from a topographic map and have
 HA0028.an estimated accuracy of +/- 6 seconds.
 HA0028
 HA0028.The orthometric height was determined by differential leveling
 HA0028.and adjusted by the National Geodetic Survey in June 1991..
 HA0028
 HA0028.The geoid height was determined by GEOID03.
 HA0028
 HA0028.The dynamic height is computed by dividing the NAVD 88
 HA0028.geopotential number by the normal gravity value computed on the
 HA0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0028.degrees latitude (g = 980.6199 gals.).
 HA0028
 HA0028.The modeled gravity was interpolated from observed gravity values.
 HA0028
 HA0028;                    North         East    Units  Estimated Accuracy
 HA0028;SPC KY1Z     - 1,161,280.    1,447,250.      MT  (+/- 180 meters Scaled)
 HA0028
 HA0028                          SUPERSEDED SURVEY CONTROL
 HA0028
 HA0028  NGVD 29 (??/??/92)  251.770  (m)          826.02   (f) ADJ UNCH    2 0
 HA0028
 HA0028.Superseded values are not recommended for survey control.
 HA0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0028.See file dsdata.txt to determine how the superseded data were derived.
 HA0028
 HA0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG573821(NAD 83)
 HA0028_MARKER: DB = BENCH MARK DISK
 HA0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0028_STAMPING: F 356 1954
 HA0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0028+STABILITY: SURFACE MOTION
 HA0028
 HA0028  HISTORY     - Date     Condition        Report By
 HA0028  HISTORY     - 1954     MONUMENTED       CGS
 HA0028
 HA0028                          STATION DESCRIPTION
 HA0028
 HA0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0028'4.6 MI NE FROM HARNED.
 HA0028'ABOUT 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HA0028'OF STATE HIGHWAY 65 LEADING SOUTH AT HARNED, ABOUT 0.45 MILE
 HA0028'NORTHEAST OF THE POST OFFICE AT GARFIELD, ABOUT 0.9 MILE SOUTHWEST
 HA0028'OF THE JUNCTION OF STATE HIGHWAY 86 LEADING SOUTHEAST, 24 1/2
 HA0028'FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 2 FEET EAST OF TELEPHONE
 HA0028'POLE NO. 20, 158 FEET NORTHEAST OF CENTER LINE OF A DRIVE NORTHWEST
 HA0028'AND DOWN HILL TO A FARM HOUSE, 257 FEET NORTHEAST OF NORTHEAST
 HA0028'END OF NORTHWEST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT
 HA0028'UNDER HIGHWAY, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN
 HA0028'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1764 ***********************************************************************
 HA1764  DESIGNATION -  F 356 RESET
 HA1764  PID         -  HA1764
 HA1764  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1764  USGS QUAD   -  GARFIELD (1982)
 HA1764
 HA1764                         *CURRENT SURVEY CONTROL
 HA1764  ___________________________________________________________________
 HA1764* NAD 83(1986)-  37 47 06.     (N)    086 20 56.     (W)     SCALED    
 HA1764* NAVD 88     -       250.90   (meters)     823.2    (feet)  RESET     
 HA1764  ___________________________________________________________________
 HA1764  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HA1764
 HA1764  VERT ORDER  -  THIRD
 HA1764
 HA1764.The horizontal coordinates were scaled from a topographic map and have
 HA1764.an estimated accuracy of +/- 6 seconds.
 HA1764
 HA1764.The orthometric height was computed from unverified reset data.
 HA1764.No vertical observational check was made to the station.
 HA1764
 HA1764.The geoid height was determined by GEOID03.
 HA1764
 HA1764;                    North         East    Units  Estimated Accuracy
 HA1764;SPC KY1Z     - 1,161,280.    1,447,250.      MT  (+/- 180 meters Scaled)
 HA1764
 HA1764                          SUPERSEDED SURVEY CONTROL
 HA1764
 HA1764  NGVD 29 (10/08/05)  251.03   (m)          823.6    (f) RESET       3  
 HA1764
 HA1764.Superseded values are not recommended for survey control.
 HA1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1764.See file dsdata.txt to determine how the superseded data were derived.
 HA1764
 HA1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG573821(NAD 83)
 HA1764_MARKER: DB = BENCH MARK DISK
 HA1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1764_SP_SET: CONCRETE POST
 HA1764_STAMPING: F 356 RESET 1986
 HA1764_MARK LOGO: KYDT  
 HA1764_PROJECTION: FLUSH
 HA1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1764+STABILITY: SURFACE MOTION
 HA1764
 HA1764  HISTORY     - Date     Condition        Report By
 HA1764  HISTORY     - 1986     MONUMENTED       KYDT
 HA1764
 HA1764                          STATION DESCRIPTION
 HA1764
 HA1764'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1986
 HA1764'7.4 KM (4.60 MI) NE FROM HARNED.
 HA1764'4.6 MI NORTHEAST ALONG US HIGHWAY 60 FROM THE JUNCTION OF STATE ROUTE
 HA1764'79 LEADING SOUTH IN HARNED, 0.45 MI NORTHEAST OF THE GARFIELD POST
 HA1764'OFFICE, 0.9 MI SOUTHWEST OF THE JUNCTION OF STATE ROUTE 86 LEADING
 HA1764'SOUTHEAST, 170 FT SOUTHEAST OF A ONE STORY BRICK HOUSE, 150 FT EAST
 HA1764'OF A DRIVEWAY, 47 FT NORTH OF HIGHWAY 60 CENTERLINE.
 HA1764'THE MARK IS 3.0 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0498 ***********************************************************************
 GD0498  DESIGNATION -  F 358
 GD0498  PID         -  GD0498
 GD0498  STATE/COUNTY-  KY/HICKMAN
 GD0498  USGS QUAD   -  WOLF ISLAND (1982)
 GD0498
 GD0498                         *CURRENT SURVEY CONTROL
 GD0498  ___________________________________________________________________
 GD0498* NAD 83(1986)-  36 40 23.     (N)    089 07 42.     (W)     SCALED    
 GD0498* NAVD 88     -       111.668  (meters)     366.36   (feet)  ADJUSTED  
 GD0498  ___________________________________________________________________
 GD0498  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GD0498  DYNAMIC HT  -         111.582 (meters)     366.08  (feet)  COMP
 GD0498  MODELED GRAV-     979,861.2   (mgal)                       NAVD 88
 GD0498
 GD0498  VERT ORDER  -  FIRST     CLASS II
 GD0498
 GD0498.The horizontal coordinates were scaled from a topographic map and have
 GD0498.an estimated accuracy of +/- 6 seconds.
 GD0498
 GD0498.The orthometric height was determined by differential leveling
 GD0498.and adjusted by the National Geodetic Survey in June 1991..
 GD0498
 GD0498.The geoid height was determined by GEOID03.
 GD0498
 GD0498.The dynamic height is computed by dividing the NAVD 88
 GD0498.geopotential number by the normal gravity value computed on the
 GD0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0498.degrees latitude (g = 980.6199 gals.).
 GD0498
 GD0498.The modeled gravity was interpolated from observed gravity values.
 GD0498
 GD0498;                    North         East    Units  Estimated Accuracy
 GD0498;SPC KY1Z     - 1,043,170.    1,198,040.      MT  (+/- 180 meters Scaled)
 GD0498
 GD0498                          SUPERSEDED SURVEY CONTROL
 GD0498
 GD0498  NGVD 29 (??/??/??)  111.579  (m)          366.07   (f) ADJUSTED    1 2
 GD0498
 GD0498.Superseded values are not recommended for survey control.
 GD0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0498.See file dsdata.txt to determine how the superseded data were derived.
 GD0498
 GD0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF098607(NAD 83)
 GD0498_MARKER: DB = BENCH MARK DISK
 GD0498_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0498_SP_SET: 48 FEET
 GD0498_STAMPING: F 358 1957
 GD0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0498+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 GD0498
 GD0498  HISTORY     - Date     Condition        Report By
 GD0498  HISTORY     - 1957     MONUMENTED       CGS
 GD0498  HISTORY     - 20020814 GOOD             USACE
 GD0498
 GD0498                          STATION DESCRIPTION
 GD0498
 GD0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0498'7.2 MI SW FROM COLUMBUS.
 GD0498'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 123 FROM THE
 GD0498'SCHOOL AT COLUMBUS, THENCE ABOUT 6.1 MILES WEST AND SOUTH ALONG
 GD0498'CHALK BLUFF ROAD, ABOUT 0.8 MILE SOUTH OF JUNCTION OF ROAD
 GD0498'SOUTHEAST TO HAILWELL, AT A RIGHT ANGLE TURN IN ROAD WITH
 GD0498'TANGENTS NORTH-NORTHWEST AND SOUTHEAST, 73 FEET WEST OF CENTER
 GD0498'LINE OF ROAD, 190 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF A
 GD0498'FARM HOUSE, 167 FEET NORTHWEST OF POWER POLE NO. 4-63-5, 13 FEET
 GD0498'WEST-NORTHWEST OF CENTER LINE OF DRIVE TO HOUSE, 9 FEET NORTHEAST
 GD0498'OF A 24-INCH OAK TREE, 14 FEET SOUTHWEST OF A FENCE CORNER, 1
 GD0498'FOOT SOUTHEAST OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A
 GD0498'CONCRETE WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND
 GD0498'SET ON THE TOP OF A COPPER-COATED STEEL ROD ABOUT FLUSH WITH
 GD0498'GROUND AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 2 1/2
 GD0498'INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 GD0498
 GD0498                          STATION RECOVERY (2002)
 GD0498
 GD0498'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0498'FARM HOUSE NOW GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0056 ***********************************************************************
 HZ0056  DESIGNATION -  F 36
 HZ0056  PID         -  HZ0056
 HZ0056  STATE/COUNTY-  KY/HARRISON
 HZ0056  USGS QUAD   -  BERRY (1953)
 HZ0056
 HZ0056                         *CURRENT SURVEY CONTROL
 HZ0056  ___________________________________________________________________
 HZ0056* NAD 83(1986)-  38 32 42.     (N)    084 23 27.     (W)     SCALED    
 HZ0056* NAVD 88     -       205.378  (meters)     673.81   (feet)  ADJUSTED  
 HZ0056  ___________________________________________________________________
 HZ0056  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 HZ0056  DYNAMIC HT  -         205.234 (meters)     673.34  (feet)  COMP
 HZ0056  MODELED GRAV-     979,926.4   (mgal)                       NAVD 88
 HZ0056
 HZ0056  VERT ORDER  -  SECOND    CLASS 0
 HZ0056
 HZ0056.The horizontal coordinates were scaled from a topographic map and have
 HZ0056.an estimated accuracy of +/- 6 seconds.
 HZ0056
 HZ0056.The orthometric height was determined by differential leveling
 HZ0056.and adjusted by the National Geodetic Survey in June 1991..
 HZ0056
 HZ0056.The geoid height was determined by GEOID03.
 HZ0056
 HZ0056.The dynamic height is computed by dividing the NAVD 88
 HZ0056.geopotential number by the normal gravity value computed on the
 HZ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0056.degrees latitude (g = 980.6199 gals.).
 HZ0056
 HZ0056.The modeled gravity was interpolated from observed gravity values.
 HZ0056
 HZ0056;                    North         East    Units  Estimated Accuracy
 HZ0056;SPC KY1Z     - 1,246,330.    1,618,480.      MT  (+/- 180 meters Scaled)
 HZ0056
 HZ0056                          SUPERSEDED SURVEY CONTROL
 HZ0056
 HZ0056  NGVD 29 (??/??/92)  205.587  (m)          674.50   (f) ADJ UNCH    2 0
 HZ0056
 HZ0056.Superseded values are not recommended for survey control.
 HZ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0056.See file dsdata.txt to determine how the superseded data were derived.
 HZ0056
 HZ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH273695(NAD 83)
 HZ0056_MARKER: DB = BENCH MARK DISK
 HZ0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0056_SP_SET: ABUTMENT
 HZ0056_STAMPING: F 36 1935 674.497
 HZ0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0056
 HZ0056  HISTORY     - Date     Condition        Report By
 HZ0056  HISTORY     - 1935     MONUMENTED       CGS
 HZ0056  HISTORY     - 1955     GOOD             NGS
 HZ0056
 HZ0056                          STATION DESCRIPTION
 HZ0056
 HZ0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0056'AT BOYD.
 HZ0056'0.2 MILE SOUTH OF THE TOWN OF BOYD FROM RAILROAD STATION, ALONG
 HZ0056'THE LOUISVILLE AND NASHVILLE RAILROAD, IN THE TOP OF THE NORTH
 HZ0056'CONCRETE ABUTMENT OF STEEL BRIDGE OVER SNAKE LICK CREEK, IN THE
 HZ0056'NORTHEAST CORNER OF ABUTMENT, 18 1/2 RAILS SOUTH OF MILE POST 52,
 HZ0056'6 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET BELOW THE LEVEL OF
 HZ0056'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1792 ***********************************************************************
 GY1792  DESIGNATION -  F 369
 GY1792  PID         -  GY1792
 GY1792  STATE/COUNTY-  KY/MORGAN
 GY1792  USGS QUAD   -  WEST LIBERTY (1993)
 GY1792
 GY1792                         *CURRENT SURVEY CONTROL
 GY1792  ___________________________________________________________________
 GY1792* NAD 83(1986)-  37 52 48.     (N)    083 15 46.     (W)     SCALED    
 GY1792* NAVD 88     -       240.428  (meters)     788.80   (feet)  ADJUSTED  
 GY1792  ___________________________________________________________________
 GY1792  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GY1792  DYNAMIC HT  -         240.253 (meters)     788.23  (feet)  COMP
 GY1792  MODELED GRAV-     979,895.3   (mgal)                       NAVD 88
 GY1792
 GY1792  VERT ORDER  -  FIRST     CLASS I
 GY1792
 GY1792.The horizontal coordinates were scaled from a topographic map and have
 GY1792.an estimated accuracy of +/- 6 seconds.
 GY1792
 GY1792.The orthometric height was determined by differential leveling
 GY1792.and adjusted by the National Geodetic Survey in June 1991..
 GY1792
 GY1792.The geoid height was determined by GEOID03.
 GY1792
 GY1792.The dynamic height is computed by dividing the NAVD 88
 GY1792.geopotential number by the normal gravity value computed on the
 GY1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1792.degrees latitude (g = 980.6199 gals.).
 GY1792
 GY1792.The modeled gravity was interpolated from observed gravity values.
 GY1792
 GY1792;                    North         East    Units  Estimated Accuracy
 GY1792;SPC KY1Z     - 1,174,570.    1,718,770.      MT  (+/- 180 meters Scaled)
 GY1792
 GY1792                          SUPERSEDED SURVEY CONTROL
 GY1792
 GY1792  NGVD 29 (??/??/92)  240.587  (m)          789.33   (f) ADJ UNCH    1 1
 GY1792
 GY1792.Superseded values are not recommended for survey control.
 GY1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1792.See file dsdata.txt to determine how the superseded data were derived.
 GY1792
 GY1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB009949(NAD 83)
 GY1792_MARKER: DB = BENCH MARK DISK
 GY1792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1792_SP_SET: BRIDGE
 GY1792_STAMPING: F 369 1967
 GY1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1792+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GY1792
 GY1792  HISTORY     - Date     Condition        Report By
 GY1792  HISTORY     - 1967     MONUMENTED       CGS
 GY1792  HISTORY     - 19990316 GOOD             KYDT
 GY1792
 GY1792                          STATION DESCRIPTION
 GY1792
 GY1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1792'1.8 MI SE FROM INDEX.
 GY1792'ABOUT 1.85 MILES SOUTHEAST ALONG STATE HIGHWAY 191 FROM THE
 GY1792'JUNCTION OF U.S. HIGHWAY 460 AT INDEX, SET ON THE TOP OF THE
 GY1792'SOUTH END OF THE WEST CONCRETE GUARD RAIL BASE OF A 135-FOOT
 GY1792'CONCRETE BRIDGE OVER CANEY CREEK, 10 FEET WEST OF THE CENTER LINE
 GY1792'OF THE HIGHWAY AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GY1792
 GY1792                          STATION RECOVERY (1999)
 GY1792
 GY1792'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1763 ***********************************************************************
 HY1763  DESIGNATION -  F 37
 HY1763  PID         -  HY1763
 HY1763  STATE/COUNTY-  KY/BATH
 HY1763  USGS QUAD   -  FARMERS (1975)
 HY1763
 HY1763                         *CURRENT SURVEY CONTROL
 HY1763  ___________________________________________________________________
 HY1763* NAD 83(1986)-  38 07 36.     (N)    083 35 39.     (W)     SCALED    
 HY1763* NAVD 88     -       209.274  (meters)     686.59   (feet)  ADJUSTED  
 HY1763  ___________________________________________________________________
 HY1763  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HY1763  DYNAMIC HT  -         209.129 (meters)     686.12  (feet)  COMP
 HY1763  MODELED GRAV-     979,930.9   (mgal)                       NAVD 88
 HY1763
 HY1763  VERT ORDER  -  SECOND    CLASS 0
 HY1763
 HY1763.The horizontal coordinates were scaled from a topographic map and have
 HY1763.an estimated accuracy of +/- 6 seconds.
 HY1763
 HY1763.The orthometric height was determined by differential leveling
 HY1763.and adjusted by the National Geodetic Survey in June 1991..
 HY1763
 HY1763.The geoid height was determined by GEOID03.
 HY1763
 HY1763.The dynamic height is computed by dividing the NAVD 88
 HY1763.geopotential number by the normal gravity value computed on the
 HY1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1763.degrees latitude (g = 980.6199 gals.).
 HY1763
 HY1763.The modeled gravity was interpolated from observed gravity values.
 HY1763
 HY1763;                    North         East    Units  Estimated Accuracy
 HY1763;SPC KY1Z     - 1,201,210.    1,688,990.      MT  (+/- 180 meters Scaled)
 HY1763
 HY1763                          SUPERSEDED SURVEY CONTROL
 HY1763
 HY1763  NGVD 29 (??/??/92)  209.424  (m)          687.09   (f) ADJ UNCH    2 0
 HY1763
 HY1763.Superseded values are not recommended for survey control.
 HY1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1763.See file dsdata.txt to determine how the superseded data were derived.
 HY1763
 HY1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC726230(NAD 83)
 HY1763_MARKER: DB = BENCH MARK DISK
 HY1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1763_STAMPING: F 37 1935 687.085
 HY1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1763+STABILITY: SURFACE MOTION
 HY1763
 HY1763  HISTORY     - Date     Condition        Report By
 HY1763  HISTORY     - 1935     MONUMENTED       CGS
 HY1763  HISTORY     - 1955     GOOD             NGS
 HY1763  HISTORY     - 1964     GOOD             NGS
 HY1763  HISTORY     - 1979     GOOD             DOD
 HY1763  HISTORY     - 19931018 MARK NOT FOUND   LOCENG
 HY1763  HISTORY     - 20030903 MARK NOT FOUND   KYDT
 HY1763
 HY1763                          STATION DESCRIPTION
 HY1763
 HY1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1763'1.4 MI E FROM SALT LICK.
 HY1763'0.15 MILE NORTHWEST ALONG STATE HIGHWAY 211 FROM THE CHESAPEAKE
 HY1763'AND OHIO RAILROAD STATION AT SALT LICK, THENCE 1.3 MILES EAST
 HY1763'ALONG U.S. HIGHWAY 60 TO A DIRT ROAD NORTH 0.1 MILE TO RAILROAD
 HY1763'CROSSING, 0.25 MILE EAST OF U.S. HIGHWAY 60 UNDERPASS, 6 RAILS
 HY1763'WEST OF MILEPOST 588, 34.4 FEET WEST OF THE CENTER LINE OF THE
 HY1763'DIRT ROAD CROSSING, 15.8 FEET NORTH OF THE NORTH RAIL, 12.4
 HY1763'1 FOOT ABOVE THE LEVEL OF TRACK.  NOTE-- 2.75 MILES WEST BY
 HY1763'HIGHWAY FROM FARMERS.
 HY1763
 HY1763                          STATION RECOVERY (1964)
 HY1763
 HY1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HY1763'RECOVERED IN GOOD CONDITION.
 HY1763
 HY1763                          STATION RECOVERY (1979)
 HY1763
 HY1763'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 HY1763'RECOVERED IN GOOD CONDITION.
 HY1763
 HY1763                          STATION RECOVERY (1993)
 HY1763
 HY1763'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 HY1763'MARK NOT FOUND.
 HY1763
 HY1763                          STATION RECOVERY (2003)
 HY1763
 HY1763'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HY1763'A WATER LINE HAS BEEN LAIN PARRALLELING RAILROAD BED, MARK PROBABLY
 HY1763'TORN OUT OR BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1819 ***********************************************************************
 GY1819  DESIGNATION -  F 370
 GY1819  PID         -  GY1819
 GY1819  STATE/COUNTY-  KY/WOLFE
 GY1819  USGS QUAD   -  LEE CITY (1965)
 GY1819
 GY1819                         *CURRENT SURVEY CONTROL
 GY1819  ___________________________________________________________________
 GY1819* NAD 83(1986)-  37 43 23.     (N)    083 19 48.     (W)     SCALED    
 GY1819* NAVD 88     -       296.815  (meters)     973.80   (feet)  ADJUSTED  
 GY1819  ___________________________________________________________________
 GY1819  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GY1819  DYNAMIC HT  -         296.588 (meters)     973.06  (feet)  COMP
 GY1819  MODELED GRAV-     979,858.6   (mgal)                       NAVD 88
 GY1819
 GY1819  VERT ORDER  -  FIRST     CLASS I
 GY1819
 GY1819.The horizontal coordinates were scaled from a topographic map and have
 GY1819.an estimated accuracy of +/- 6 seconds.
 GY1819
 GY1819.The orthometric height was determined by differential leveling
 GY1819.and adjusted by the National Geodetic Survey in June 1991..
 GY1819
 GY1819.The geoid height was determined by GEOID03.
 GY1819
 GY1819.The dynamic height is computed by dividing the NAVD 88
 GY1819.geopotential number by the normal gravity value computed on the
 GY1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1819.degrees latitude (g = 980.6199 gals.).
 GY1819
 GY1819.The modeled gravity was interpolated from observed gravity values.
 GY1819
 GY1819;                    North         East    Units  Estimated Accuracy
 GY1819;SPC KY1Z     - 1,157,000.    1,713,310.      MT  (+/- 180 meters Scaled)
 GY1819
 GY1819                          SUPERSEDED SURVEY CONTROL
 GY1819
 GY1819  NGVD 29 (??/??/92)  296.967  (m)          974.30   (f) ADJ UNCH    1 1
 GY1819
 GY1819.Superseded values are not recommended for survey control.
 GY1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1819.See file dsdata.txt to determine how the superseded data were derived.
 GY1819
 GY1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB946776(NAD 83)
 GY1819_MARKER: DB = BENCH MARK DISK
 GY1819_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GY1819_SP_SET: 16 FEET
 GY1819_STAMPING: F 370 1967
 GY1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1819+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 GY1819
 GY1819  HISTORY     - Date     Condition        Report By
 GY1819  HISTORY     - 1967     MONUMENTED       CGS
 GY1819  HISTORY     - 19960430 GOOD             KYDT
 GY1819
 GY1819                          STATION DESCRIPTION
 GY1819
 GY1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1819'1.2 MI SW FROM LEE CITY.
 GY1819'ABOUT 1.15 MILES SOUTHWEST ALONG STATE HIGHWAY 205 FROM THE JUNCTION
 GY1819'OF A BLACK TOPPED ROAD LEADING SOUTHEAST AT LEE CITY, AT THE
 GY1819'OUTSIDE OF A CURVE, ABOUT MIDWAY BETWEEN TWO BRIDGES OVER ROSE
 GY1819'CREEK, 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 157 FEET
 GY1819'NORTHEAST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING
 GY1819'WEST TO A FRAME HOUSE, 12 1/2 FEET SOUTH OF TELEPHONE CABLE POLE
 GY1819'NO. B7-13, 1 FOOT WEST OF A FENCE LINE, 1 FOOT NORTH OF A METAL
 GY1819'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A
 GY1819'DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES
 GY1819'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH METAL
 GY1819'PIPE WHICH PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 GY1819'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 15.8 FEET.
 GY1819
 GY1819                          STATION RECOVERY (1996)
 GY1819
 GY1819'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1782 ***********************************************************************
 GY1782  DESIGNATION -  F 371
 GY1782  PID         -  GY1782
 GY1782  STATE/COUNTY-  KY/MORGAN
 GY1782  USGS QUAD   -  WEST LIBERTY (1993)
 GY1782
 GY1782                         *CURRENT SURVEY CONTROL
 GY1782  ___________________________________________________________________
 GY1782* NAD 83(1986)-  37 54 53.     (N)    083 15 42.     (W)     SCALED    
 GY1782* NAVD 88     -       235.153  (meters)     771.50   (feet)  ADJUSTED  
 GY1782  ___________________________________________________________________
 GY1782  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GY1782  DYNAMIC HT  -         234.982 (meters)     770.94  (feet)  COMP
 GY1782  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 GY1782
 GY1782  VERT ORDER  -  FIRST     CLASS I
 GY1782
 GY1782.The horizontal coordinates were scaled from a topographic map and have
 GY1782.an estimated accuracy of +/- 6 seconds.
 GY1782
 GY1782.The orthometric height was determined by differential leveling
 GY1782.and adjusted by the National Geodetic Survey in June 1991..
 GY1782
 GY1782.The geoid height was determined by GEOID03.
 GY1782
 GY1782.The dynamic height is computed by dividing the NAVD 88
 GY1782.geopotential number by the normal gravity value computed on the
 GY1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1782.degrees latitude (g = 980.6199 gals.).
 GY1782
 GY1782.The modeled gravity was interpolated from observed gravity values.
 GY1782
 GY1782;                    North         East    Units  Estimated Accuracy
 GY1782;SPC KY1Z     - 1,178,420.    1,718,760.      MT  (+/- 180 meters Scaled)
 GY1782
 GY1782                          SUPERSEDED SURVEY CONTROL
 GY1782
 GY1782  NGVD 29 (??/??/92)  235.313  (m)          772.02   (f) ADJ UNCH    1 1
 GY1782
 GY1782.Superseded values are not recommended for survey control.
 GY1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1782.See file dsdata.txt to determine how the superseded data were derived.
 GY1782
 GY1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB011987(NAD 83)
 GY1782_MARKER: DB = BENCH MARK DISK
 GY1782_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1782_SP_SET: BRIDGE
 GY1782_STAMPING: F 371 1967
 GY1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1782
 GY1782  HISTORY     - Date     Condition        Report By
 GY1782  HISTORY     - 1967     MONUMENTED       CGS
 GY1782  HISTORY     - 19990316 MARK NOT FOUND   KYDT
 GY1782
 GY1782                          STATION DESCRIPTION
 GY1782
 GY1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1782'AT WEST LIBERTY.
 GY1782'AT WEST LIBERTY, ABOUT 0.35 MILE SOUTHWEST ALONG U.S. HIGHWAY
 GY1782'460 FROM THE COURTHOUSE, SET ON THE TOP OF THE SOUTHEAST END OF
 GY1782'THE NORTHEAST CONCRETE ABUTMENT FOR A 250-FOOT CONCRETE AND STEEL
 GY1782'BRIDGE OVER LICKING RIVER, 16 FEET SOUTHEAST OF THE CENTER LINE
 GY1782'OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 GY1782
 GY1782                          STATION RECOVERY (1999)
 GY1782
 GY1782'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1782'A NEW CONCRETE BRIDGE WAS BUILT AT THIS LOCATION IN 1984, NO SIGN OF
 GY1782'RESET, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0857 ***********************************************************************
 HY0857  DESIGNATION -  F 372
 HY0857  PID         -  HY0857
 HY0857  STATE/COUNTY-  KY/GREENUP
 HY0857  USGS QUAD   -  ARGILLITE (1978)
 HY0857
 HY0857                         *CURRENT SURVEY CONTROL
 HY0857  ___________________________________________________________________
 HY0857* NAD 83(1986)-  38 29 23.     (N)    082 49 45.     (W)     SCALED    
 HY0857* NAVD 88     -       165.799  (meters)     543.96   (feet)  ADJUSTED  
 HY0857  ___________________________________________________________________
 HY0857  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HY0857  DYNAMIC HT  -         165.692 (meters)     543.61  (feet)  COMP
 HY0857  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 HY0857
 HY0857  VERT ORDER  -  FIRST     CLASS I
 HY0857
 HY0857.The horizontal coordinates were scaled from a topographic map and have
 HY0857.an estimated accuracy of +/- 6 seconds.
 HY0857
 HY0857.The orthometric height was determined by differential leveling
 HY0857.and adjusted by the National Geodetic Survey in June 1991..
 HY0857
 HY0857.The geoid height was determined by GEOID03.
 HY0857
 HY0857.The dynamic height is computed by dividing the NAVD 88
 HY0857.geopotential number by the normal gravity value computed on the
 HY0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0857.degrees latitude (g = 980.6199 gals.).
 HY0857
 HY0857.The modeled gravity was interpolated from observed gravity values.
 HY0857
 HY0857;                    North         East    Units  Estimated Accuracy
 HY0857;SPC KY1Z     - 1,243,310.    1,754,780.      MT  (+/- 180 meters Scaled)
 HY0857
 HY0857                          SUPERSEDED SURVEY CONTROL
 HY0857
 HY0857  NGVD 29 (??/??/92)  165.990  (m)          544.59   (f) ADJ UNCH    1 1
 HY0857
 HY0857.Superseded values are not recommended for survey control.
 HY0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0857.See file dsdata.txt to determine how the superseded data were derived.
 HY0857
 HY0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC404617(NAD 83)
 HY0857_MARKER: DB = BENCH MARK DISK
 HY0857_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 HY0857_SP_SET: 55 FEET
 HY0857_STAMPING: F 372 1967
 HY0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0857
 HY0857  HISTORY     - Date     Condition        Report By
 HY0857  HISTORY     - 1967     MONUMENTED       CGS
 HY0857  HISTORY     - 20011107 MARK NOT FOUND   KYDT
 HY0857
 HY0857                          STATION DESCRIPTION
 HY0857
 HY0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0857'AT ARGILLITE.
 HY0857'AT ARGILLITE, ALONG STATE HIGHWAY 1, ABOUT 60 YARDS NORTHWEST
 HY0857'OF THE JUNCTION OF STATE HIGHWAY 1 AND STATE HIGHWAY 207, NEAR
 HY0857'THE NORTHWEST CORNER OF THE ARGILLITE CHURCH OF THE NAZARENE,
 HY0857'NEAR A RIGHT ANGLE TURN IN THE STATE HIGHWAY 1, 175 FEET NORTH OF
 HY0857'THE CENTER LINE OF EAST-WEST PORTION OF STATE HIGHWAY 1, 87 FEET
 HY0857'WEST OF THE CENTER LINE OF THE NORTH-SOUTH PORTION OF STATE
 HY0857'HIGHWAY 1, 7.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 HY0857'CHURCH BUILDING, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS A
 HY0857'DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND
 HY0857'AND PROTECTED BY A 6 INCH METAL PIPE WHICH IS FLUSH WITH THE GROUND.
 HY0857'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 55 FEET.  NOTE-- THIS
 HY0857'MARK WAS SET TO REPLACE BENCH MARK R 9 WHICH WAS DESTROYED AT THE
 HY0857'REQUEST OF THE PROPERTY OWNER.
 HY0857
 HY0857                          STATION RECOVERY (2001)
 HY0857
 HY0857'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY0857'CHURCH TORN DOWN IN EARLY 1970'S, BROWNS GROCERY STORE NOW AT
 HY0857'LOCATION, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0889 ***********************************************************************
 HY0889  DESIGNATION -  F 373
 HY0889  PID         -  HY0889
 HY0889  STATE/COUNTY-  KY/CARTER
 HY0889  USGS QUAD   -  GRAYSON (1978)
 HY0889
 HY0889                         *CURRENT SURVEY CONTROL
 HY0889  ___________________________________________________________________
 HY0889* NAD 83(1986)-  38 19 01.     (N)    082 57 19.     (W)     SCALED    
 HY0889* NAVD 88     -       180.466  (meters)     592.08   (feet)  ADJUSTED  
 HY0889  ___________________________________________________________________
 HY0889  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HY0889  DYNAMIC HT  -         180.347 (meters)     591.69  (feet)  COMP
 HY0889  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 HY0889
 HY0889  VERT ORDER  -  FIRST     CLASS I
 HY0889
 HY0889.The horizontal coordinates were scaled from a topographic map and have
 HY0889.an estimated accuracy of +/- 6 seconds.
 HY0889
 HY0889.The orthometric height was determined by differential leveling
 HY0889.and adjusted by the National Geodetic Survey in June 1991..
 HY0889
 HY0889.The geoid height was determined by GEOID03.
 HY0889
 HY0889.The dynamic height is computed by dividing the NAVD 88
 HY0889.geopotential number by the normal gravity value computed on the
 HY0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0889.degrees latitude (g = 980.6199 gals.).
 HY0889
 HY0889.The modeled gravity was interpolated from observed gravity values.
 HY0889
 HY0889;                    North         East    Units  Estimated Accuracy
 HY0889;SPC KY1Z     - 1,223,810.    1,744,360.      MT  (+/- 180 meters Scaled)
 HY0889
 HY0889                          SUPERSEDED SURVEY CONTROL
 HY0889
 HY0889  NGVD 29 (??/??/92)  180.645  (m)          592.67   (f) ADJ UNCH    1 1
 HY0889
 HY0889.Superseded values are not recommended for survey control.
 HY0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0889.See file dsdata.txt to determine how the superseded data were derived.
 HY0889
 HY0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC290427(NAD 83)
 HY0889_MARKER: DB = BENCH MARK DISK
 HY0889_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HY0889_SP_SET: 7.6 FEET
 HY0889_STAMPING: F 373 1967
 HY0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0889
 HY0889  HISTORY     - Date     Condition        Report By
 HY0889  HISTORY     - 1967     MONUMENTED       CGS
 HY0889
 HY0889                          STATION DESCRIPTION
 HY0889
 HY0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0889'1.2 MI S FROM GRAYSON.
 HY0889'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 HY0889'U.S. HIGHWAY 60 AT GRAYSON, THENCE 0.55 MILE SOUTH ALONG A
 HY0889'BLACK TOPPED ROAD, ABOUT 0.4 MILE SOUTH OF THE SOUTH END OF THE
 HY0889'NORTH ONE OF THREE CONCRETE AND STEEL BRIDGE OVER THE LITTLE
 HY0889'SANDY RIVER, AT THE INSIDE OF A CURVE, AT THE BASE OF A 15-FOOT
 HY0889'HIGH CUT, ABOUT 50 FEET NORTH OF THE SOUTH END OF THE CUT,
 HY0889'26 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF
 HY0889'A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND IS
 HY0889'A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2
 HY0889'INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH
 HY0889'METAL PIPE WHICH PROJECTS 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 HY0889'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 7.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1630 ***********************************************************************
 HY1630  DESIGNATION -  F 374
 HY1630  PID         -  HY1630
 HY1630  STATE/COUNTY-  KY/ROWAN
 HY1630  USGS QUAD   -  BANGOR (1983)
 HY1630
 HY1630                         *CURRENT SURVEY CONTROL
 HY1630  ___________________________________________________________________
 HY1630* NAD 83(1986)-  38 04 51.     (N)    083 24 32.     (W)     SCALED    
 HY1630* NAVD 88     -       240.571  (meters)     789.27   (feet)  ADJUSTED  
 HY1630  ___________________________________________________________________
 HY1630  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HY1630  DYNAMIC HT  -         240.399 (meters)     788.71  (feet)  COMP
 HY1630  MODELED GRAV-     979,911.0   (mgal)                       NAVD 88
 HY1630
 HY1630  VERT ORDER  -  FIRST     CLASS I
 HY1630
 HY1630.The horizontal coordinates were scaled from a topographic map and have
 HY1630.an estimated accuracy of +/- 6 seconds.
 HY1630
 HY1630.The orthometric height was determined by differential leveling
 HY1630.and adjusted by the National Geodetic Survey in June 1991..
 HY1630
 HY1630.The geoid height was determined by GEOID03.
 HY1630
 HY1630.The dynamic height is computed by dividing the NAVD 88
 HY1630.geopotential number by the normal gravity value computed on the
 HY1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1630.degrees latitude (g = 980.6199 gals.).
 HY1630
 HY1630.The modeled gravity was interpolated from observed gravity values.
 HY1630
 HY1630;                    North         East    Units  Estimated Accuracy
 HY1630;SPC KY1Z     - 1,196,520.    1,705,360.      MT  (+/- 180 meters Scaled)
 HY1630
 HY1630                          SUPERSEDED SURVEY CONTROL
 HY1630
 HY1630  NGVD 29 (??/??/92)  240.740  (m)          789.83   (f) ADJ UNCH    1 1
 HY1630
 HY1630.Superseded values are not recommended for survey control.
 HY1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1630.See file dsdata.txt to determine how the superseded data were derived.
 HY1630
 HY1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC887175(NAD 83)
 HY1630_MARKER: DB = BENCH MARK DISK
 HY1630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1630_SP_SET: ABUTMENT
 HY1630_STAMPING: F 374 1967
 HY1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1630+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1997
 HY1630
 HY1630  HISTORY     - Date     Condition        Report By
 HY1630  HISTORY     - 1967     MONUMENTED       CGS
 HY1630  HISTORY     - 19970826 GOOD             KYDT
 HY1630
 HY1630                          STATION DESCRIPTION
 HY1630
 HY1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1630'6.5 MI SE FROM CLEARFIELD.
 HY1630'ABOUT 6.5 MILES SOUTHEAST ALONG STATE HIGHWAY 519 FROM THE POST
 HY1630'OFFICE AT CLEARFIELD, SET ON THE TOP OF THE EAST END OF THE
 HY1630'SOUTH ABUTMENT FOR A 40-FOOT CONCRETE BRIDGE OVER LICK FORK, 13
 HY1630'FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 HY1630'THE HIGHWAY.
 HY1630
 HY1630                          STATION RECOVERY (1997)
 HY1630
 HY1630'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1606 ***********************************************************************
 HY1606  DESIGNATION -  F 375
 HY1606  PID         -  HY1606
 HY1606  STATE/COUNTY-  KY/ROWAN
 HY1606  USGS QUAD   -  MOREHEAD (1978)
 HY1606
 HY1606                         *CURRENT SURVEY CONTROL
 HY1606  ___________________________________________________________________
 HY1606* NAD 83(1986)-  38 13 24.     (N)    083 22 56.     (W)     SCALED    
 HY1606* NAVD 88     -       242.828  (meters)     796.68   (feet)  ADJUSTED  
 HY1606  ___________________________________________________________________
 HY1606  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1606  DYNAMIC HT  -         242.661 (meters)     796.13  (feet)  COMP
 HY1606  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 HY1606
 HY1606  VERT ORDER  -  FIRST     CLASS I
 HY1606
 HY1606.The horizontal coordinates were scaled from a topographic map and have
 HY1606.an estimated accuracy of +/- 6 seconds.
 HY1606
 HY1606.The orthometric height was determined by differential leveling
 HY1606.and adjusted by the National Geodetic Survey in June 1991..
 HY1606
 HY1606.The geoid height was determined by GEOID03.
 HY1606
 HY1606.The dynamic height is computed by dividing the NAVD 88
 HY1606.geopotential number by the normal gravity value computed on the
 HY1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1606.degrees latitude (g = 980.6199 gals.).
 HY1606
 HY1606.The modeled gravity was interpolated from observed gravity values.
 HY1606
 HY1606;                    North         East    Units  Estimated Accuracy
 HY1606;SPC KY1Z     - 1,212,390.    1,707,300.      MT  (+/- 180 meters Scaled)
 HY1606
 HY1606                          SUPERSEDED SURVEY CONTROL
 HY1606
 HY1606  NGVD 29 (??/??/92)  243.002  (m)          797.25   (f) ADJ UNCH    1 1
 HY1606
 HY1606.Superseded values are not recommended for survey control.
 HY1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1606.See file dsdata.txt to determine how the superseded data were derived.
 HY1606
 HY1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC914332(NAD 83)
 HY1606_MARKER: DB = BENCH MARK DISK
 HY1606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1606_SP_SET: ABUTMENT
 HY1606_STAMPING: F 375 1967
 HY1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1606
 HY1606  HISTORY     - Date     Condition        Report By
 HY1606  HISTORY     - 1967     MONUMENTED       CGS
 HY1606  HISTORY     - 1979     GOOD             LOCENG
 HY1606
 HY1606                          STATION DESCRIPTION
 HY1606
 HY1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1606'4 MI NE FROM MOREHEAD.
 HY1606'ABOUT 4.0 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1606'FROM THE STATION AT MOREHEAD, ABOUT 0.4 MILE NORTHEAST OF
 HY1606'MILEPOST 574, 2 RAILS NORTHEAST OF A GRAVELED ROAD CROSSING, SET
 HY1606'ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF
 HY1606'BRIDGE NO. 5735 OVER ALEC HALL BRANCH, 6 FEET SOUTHEAST OF THE
 HY1606'SOUTHEAST RAIL AND 3 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 HY1606
 HY1606                          STATION RECOVERY (1979)
 HY1606
 HY1606'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ8426 ***********************************************************************
 AJ8426  DESIGNATION -  F 375 RESET
 AJ8426  PID         -  AJ8426
 AJ8426  STATE/COUNTY-  KY/ROWAN
 AJ8426  USGS QUAD   -  MOREHEAD (1978)
 AJ8426
 AJ8426                         *CURRENT SURVEY CONTROL
 AJ8426  ___________________________________________________________________
 AJ8426* NAD 83(1986)-  38 13 24.     (N)    083 22 56.     (W)     SCALED    
 AJ8426* NAVD 88     -       243.70   (meters)     799.5    (feet)  RESET     
 AJ8426  ___________________________________________________________________
 AJ8426  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 AJ8426
 AJ8426  VERT ORDER  -  THIRD
 AJ8426
 AJ8426.The horizontal coordinates were scaled from a topographic map and have
 AJ8426.an estimated accuracy of +/- 6 seconds.
 AJ8426
 AJ8426.The orthometric height was computed from unverified reset data.
 AJ8426.No vertical observational check was made to the station.
 AJ8426
 AJ8426.The geoid height was determined by GEOID03.
 AJ8426
 AJ8426;                    North         East    Units  Estimated Accuracy
 AJ8426;SPC KY1Z     - 1,212,390.    1,707,300.      MT  (+/- 180 meters Scaled)
 AJ8426
 AJ8426                          SUPERSEDED SURVEY CONTROL
 AJ8426
 AJ8426.No superseded survey control is available for this station.
 AJ8426
 AJ8426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC914332(NAD 83)
 AJ8426_MARKER: DV = VERTICAL CONTROL DISK
 AJ8426_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ8426_SP_SET: CULVERT HEADWALL
 AJ8426_STAMPING: F 375 1967 RESET 2001
 AJ8426_MARK LOGO: NGS   
 AJ8426_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8426+STABILITY: SURFACE MOTION
 AJ8426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8426+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 AJ8426
 AJ8426  HISTORY     - Date     Condition        Report By
 AJ8426  HISTORY     - 2001     MONUMENTED       KYDT
 AJ8426  HISTORY     - 20060504 GOOD             INDIV
 AJ8426
 AJ8426                          STATION DESCRIPTION
 AJ8426
 AJ8426'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 AJ8426'ABOUT 4.3 MILES (6.9 KM) NORTHEAST ALONG US 60 FROM THE JUNCTION OF KY
 AJ8426'32 (WEST) IN MOREHEAD, ABOUT 2.3 MILES (3.7 KM) NORTHEAST ALONG US 60
 AJ8426'FROM JUNCTION OF KY 32 (EAST) , AT ENTRANCE TO SUNNY BROOK GOLF
 AJ8426'COURSE, A VERTICAL CONTROL DISK SET IN THE TOP OF THE SOUTHWEST END OF
 AJ8426'THE NORTHWEST CONCRETE HEADWALL OF A 6 FOOT (1.8 M) ELIPITAL PIPE
 AJ8426'CULVERT FOR ALEC HALL BRANCH, 79.1 FEET (24.1 M) NORTH-NORTHWEST OF
 AJ8426'JUNCTION OF ROAD TO GOLF COURSE, 19.7 FEET (6.0 M) NORTHEAST OF
 AJ8426'CENTERLINE OF US 60, 1.9 FEET (0.6 M) NORTHEAST OF THE SOUTHWEST END
 AJ8426'OF HEADWALL, 1 FOOT (0.3 M) NORTHEAST OF A CARSONITE WITNESS POST,
 AJ8426'ABOUT LEVEL WITH ROADWAY AND STAMPED F 375 1967 RESET 2001.
 AJ8426
 AJ8426                          STATION RECOVERY (2006)
 AJ8426
 AJ8426'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RBN)
 AJ8426'RECOVERD IN GOOD CONDITION, AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1858 ***********************************************************************
 GY1858  DESIGNATION -  F 380
 GY1858  PID         -  GY1858
 GY1858  STATE/COUNTY-  KY/BREATHITT
 GY1858  USGS QUAD   -  QUICKSAND (1976)
 GY1858
 GY1858                         *CURRENT SURVEY CONTROL
 GY1858  ___________________________________________________________________
 GY1858* NAD 83(1986)-  37 30 15.     (N)    083 21 24.     (W)     SCALED    
 GY1858* NAVD 88     -       228.804  (meters)     750.67   (feet)  ADJUSTED  
 GY1858  ___________________________________________________________________
 GY1858  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GY1858  DYNAMIC HT  -         228.628 (meters)     750.09  (feet)  COMP
 GY1858  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 GY1858
 GY1858  VERT ORDER  -  FIRST     CLASS I
 GY1858
 GY1858.The horizontal coordinates were scaled from a topographic map and have
 GY1858.an estimated accuracy of +/- 6 seconds.
 GY1858
 GY1858.The orthometric height was determined by differential leveling
 GY1858.and adjusted by the National Geodetic Survey in June 1991..
 GY1858
 GY1858.The geoid height was determined by GEOID03.
 GY1858
 GY1858.The dynamic height is computed by dividing the NAVD 88
 GY1858.geopotential number by the normal gravity value computed on the
 GY1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1858.degrees latitude (g = 980.6199 gals.).
 GY1858
 GY1858.The modeled gravity was interpolated from observed gravity values.
 GY1858
 GY1858;                    North         East    Units  Estimated Accuracy
 GY1858;SPC KY1Z     - 1,132,660.    1,711,580.      MT  (+/- 180 meters Scaled)
 GY1858
 GY1858                          SUPERSEDED SURVEY CONTROL
 GY1858
 GY1858  NGVD 29 (??/??/92)  228.957  (m)          751.17   (f) ADJ UNCH    1 1
 GY1858
 GY1858.Superseded values are not recommended for survey control.
 GY1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1858.See file dsdata.txt to determine how the superseded data were derived.
 GY1858
 GY1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB916534(NAD 83)
 GY1858_MARKER: DB = BENCH MARK DISK
 GY1858_SETTING: 66 = SET IN ROCK OUTCROP
 GY1858_SP_SET: ROCK OUTCROP
 GY1858_STAMPING: F 380 1967
 GY1858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1858+STABILITY: POSITION/ELEVATION WELL
 GY1858
 GY1858  HISTORY     - Date     Condition        Report By
 GY1858  HISTORY     - 1967     MONUMENTED       CGS
 GY1858
 GY1858                          STATION DESCRIPTION
 GY1858
 GY1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1858'4.7 MI SE FROM JACKSON.
 GY1858'ABOUT 4.7 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1858'RAILROAD FROM THE STATION AT JACKSON, 12 1/2 POLES SOUTHEAST
 GY1858'OF MILEPOST NUMBER 202, 0.1 MILE EAST OF A SHARP CURVE IN THE
 GY1858'TRACK, 3 RAILS EAST OF A SOLID ROCK CLIFF, 9 FEET NORTH OF THE
 GY1858'NORTH RAIL OF THE TRACK, SET IN THE TOP OF A ROCK OUTCROP ABOUT
 GY1858'2 1/2 FEET ABOVE THE BOTTOM OF A DITCH, AND ABOUT 2 INCHES ABOVE
 GY1858'THE LEVEL OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1999 ***********************************************************************
 GY1999  DESIGNATION -  F 381
 GY1999  PID         -  GY1999
 GY1999  STATE/COUNTY-  KY/PERRY
 GY1999  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1999
 GY1999                         *CURRENT SURVEY CONTROL
 GY1999  ___________________________________________________________________
 GY1999* NAD 83(1986)-  37 11 17.     (N)    083 08 12.     (W)     SCALED    
 GY1999* NAVD 88     -       277.254  (meters)     909.62   (feet)  ADJUSTED  
 GY1999  ___________________________________________________________________
 GY1999  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GY1999  DYNAMIC HT  -         277.030 (meters)     908.89  (feet)  COMP
 GY1999  MODELED GRAV-     979,816.1   (mgal)                       NAVD 88
 GY1999
 GY1999  VERT ORDER  -  FIRST     CLASS I
 GY1999
 GY1999.The horizontal coordinates were scaled from a topographic map and have
 GY1999.an estimated accuracy of +/- 6 seconds.
 GY1999
 GY1999.The orthometric height was determined by differential leveling
 GY1999.and adjusted by the National Geodetic Survey in June 1991..
 GY1999
 GY1999.The geoid height was determined by GEOID03.
 GY1999
 GY1999.The dynamic height is computed by dividing the NAVD 88
 GY1999.geopotential number by the normal gravity value computed on the
 GY1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1999.degrees latitude (g = 980.6199 gals.).
 GY1999
 GY1999.The modeled gravity was interpolated from observed gravity values.
 GY1999
 GY1999;                    North         East    Units  Estimated Accuracy
 GY1999;SPC KY1Z     - 1,098,110.    1,732,010.      MT  (+/- 180 meters Scaled)
 GY1999
 GY1999                          SUPERSEDED SURVEY CONTROL
 GY1999
 GY1999  NGVD 29 (??/??/92)  277.415  (m)          910.15   (f) ADJ UNCH    1 1
 GY1999
 GY1999.Superseded values are not recommended for survey control.
 GY1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1999.See file dsdata.txt to determine how the superseded data were derived.
 GY1999
 GY1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB103178(NAD 83)
 GY1999_MARKER: DB = BENCH MARK DISK
 GY1999_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1999_SP_SET: BRIDGE
 GY1999_STAMPING: F 381 1967
 GY1999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1999+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1994
 GY1999
 GY1999  HISTORY     - Date     Condition        Report By
 GY1999  HISTORY     - 1967     MONUMENTED       CGS
 GY1999  HISTORY     - 19940610 GOOD             KYDT
 GY1999
 GY1999                          STATION DESCRIPTION
 GY1999
 GY1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1999'9.4 MI SE FROM HAZARD.
 GY1999'ABOUT 9.35 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1999'RAILROAD FROM THE STATION AT HAZARD, 0.2 MILE WEST OF MILEPOST
 GY1999'252, 10 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, SET
 GY1999'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 GY1999'RAILROAD BRIDGE NUMBER 205 OVER THE NORTH FORK KENTUCKY RIVER,
 GY1999'8 FEET SOUTHEAST OF THE EAST END OF THE SOUTH STEEL GIRDER OF
 GY1999'THE BRIDGE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 GY1999
 GY1999                          STATION RECOVERY (1994)
 GY1999
 GY1999'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2020 ***********************************************************************
 GY2020  DESIGNATION -  F 382
 GY2020  PID         -  GY2020
 GY2020  STATE/COUNTY-  KY/LETCHER
 GY2020  USGS QUAD   -  VICCO (1992)
 GY2020
 GY2020                         *CURRENT SURVEY CONTROL
 GY2020  ___________________________________________________________________
 GY2020* NAD 83(1986)-  37 08 12.     (N)    083 01 01.     (W)     SCALED    
 GY2020* NAVD 88     -       299.124  (meters)     981.38   (feet)  ADJUSTED  
 GY2020  ___________________________________________________________________
 GY2020  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GY2020  DYNAMIC HT  -         298.878 (meters)     980.57  (feet)  COMP
 GY2020  MODELED GRAV-     979,800.0   (mgal)                       NAVD 88
 GY2020
 GY2020  VERT ORDER  -  FIRST     CLASS I
 GY2020
 GY2020.The horizontal coordinates were scaled from a topographic map and have
 GY2020.an estimated accuracy of +/- 6 seconds.
 GY2020
 GY2020.The orthometric height was determined by differential leveling
 GY2020.and adjusted by the National Geodetic Survey in June 1991..
 GY2020
 GY2020.The geoid height was determined by GEOID03.
 GY2020
 GY2020.The dynamic height is computed by dividing the NAVD 88
 GY2020.geopotential number by the normal gravity value computed on the
 GY2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2020.degrees latitude (g = 980.6199 gals.).
 GY2020
 GY2020.The modeled gravity was interpolated from observed gravity values.
 GY2020
 GY2020;                    North         East    Units  Estimated Accuracy
 GY2020;SPC KY1Z     - 1,092,710.    1,742,800.      MT  (+/- 180 meters Scaled)
 GY2020
 GY2020                          SUPERSEDED SURVEY CONTROL
 GY2020
 GY2020  NGVD 29 (??/??/92)  299.272  (m)          981.86   (f) ADJ UNCH    1 1
 GY2020
 GY2020.Superseded values are not recommended for survey control.
 GY2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2020.See file dsdata.txt to determine how the superseded data were derived.
 GY2020
 GY2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB208119(NAD 83)
 GY2020_MARKER: DB = BENCH MARK DISK
 GY2020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2020_SP_SET: OVERPASS
 GY2020_STAMPING: F 382 1967
 GY2020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2020
 GY2020  HISTORY     - Date     Condition        Report By
 GY2020  HISTORY     - 1967     MONUMENTED       CGS
 GY2020
 GY2020                          STATION DESCRIPTION
 GY2020
 GY2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY2020'18.8 MI W FROM WHITESBURG.
 GY2020'ABOUT 0.9 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY2020'RAILROAD FROM THE STATION AT WHITESBURG, THENCE 0.15 MILE WEST
 GY2020'ALONG STATE HIGHWAY 15, THENCE 17.7 MILES WEST ALONG THE LOUISVILLE
 GY2020'AND NASHVILLE RAILROAD, 3.2 MILES WEST OF THE POST OFFICE AT THE
 GY2020'SMALL COMMUNITY OF BLACKEY, 4 1/2 POLES NORTHEAST OF MILEPOST
 GY2020'265, 13 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, SET
 GY2020'VERTICALLY IN THE NORTHEAST FACE OF THE MOST NORTHEASTERLY OF
 GY2020'EIGHT CONCRETE PILLARS OF A RAILROAD UNDERPASS FOR STATE HIGHWAY
 GY2020'7, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0050 ***********************************************************************
 GB0050  DESIGNATION -  F 386
 GB0050  PID         -  GB0050
 GB0050  STATE/COUNTY-  KY/MCCREARY
 GB0050  USGS QUAD   -  WIBORG (1981)
 GB0050
 GB0050                         *CURRENT SURVEY CONTROL
 GB0050  ___________________________________________________________________
 GB0050* NAD 83(1986)-  36 49 22.     (N)    084 29 07.     (W)     SCALED    
 GB0050* NAVD 88     -       336.634  (meters)    1104.44   (feet)  ADJUSTED  
 GB0050  ___________________________________________________________________
 GB0050  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GB0050  DYNAMIC HT  -         336.368 (meters)    1103.57  (feet)  COMP
 GB0050  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 GB0050
 GB0050  VERT ORDER  -  FIRST     CLASS I
 GB0050
 GB0050.The horizontal coordinates were scaled from a topographic map and have
 GB0050.an estimated accuracy of +/- 6 seconds.
 GB0050
 GB0050.The orthometric height was determined by differential leveling
 GB0050.and adjusted by the National Geodetic Survey in June 1991..
 GB0050
 GB0050.The geoid height was determined by GEOID03.
 GB0050
 GB0050.The dynamic height is computed by dividing the NAVD 88
 GB0050.geopotential number by the normal gravity value computed on the
 GB0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0050.degrees latitude (g = 980.6199 gals.).
 GB0050
 GB0050.The modeled gravity was interpolated from observed gravity values.
 GB0050
 GB0050;                    North         East    Units  Estimated Accuracy
 GB0050;SPC KY1Z     - 1,055,090.    1,612,840.      MT  (+/- 180 meters Scaled)
 GB0050
 GB0050                          SUPERSEDED SURVEY CONTROL
 GB0050
 GB0050  NGVD 29 (??/??/92)  336.780  (m)         1104.92   (f) ADJ UNCH    1 1
 GB0050
 GB0050.Superseded values are not recommended for survey control.
 GB0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0050.See file dsdata.txt to determine how the superseded data were derived.
 GB0050
 GB0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF242781(NAD 83)
 GB0050_MARKER: DB = BENCH MARK DISK
 GB0050_SETTING: 66 = SET IN ROCK OUTCROP
 GB0050_SP_SET: ROCK OUTCROP
 GB0050_STAMPING: F 386 1968
 GB0050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0050+STABILITY: POSITION/ELEVATION WELL
 GB0050
 GB0050  HISTORY     - Date     Condition        Report By
 GB0050  HISTORY     - 1968     MONUMENTED       CGS
 GB0050
 GB0050                          STATION DESCRIPTION
 GB0050
 GB0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0050'1.4 MI S FROM PARKERS LAKE.
 GB0050'ABOUT 1.4 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0050'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, 65 FEET NORTHWEST OF
 GB0050'THE CENTER OF A JUNCTION OF THE HIGHWAY AND A PRIVATE ROAD, SET
 GB0050'IN THE TOP OF THE NORTH END OF A ROCK OUTCROP, 57 FEET WEST OF THE
 GB0050'CENTERLINE OF THE HIGHWAY, 31 FEET NORTH OF THE CENTERLINE OF THE
 GB0050'PRIVATE ROAD, 60 FEET EAST OF THE EAST EDGE OF A SMALL CREEK,
 GB0050'1.1 FEET NORTH OF A METAL WITNESS POST, AND ABOUT 6 FEET BELOW
 GB0050'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0738 ***********************************************************************
 GZ0738  DESIGNATION -  F 387
 GZ0738  PID         -  GZ0738
 GZ0738  STATE/COUNTY-  KY/RUSSELL
 GZ0738  USGS QUAD   -  ELI (1973)
 GZ0738
 GZ0738                         *CURRENT SURVEY CONTROL
 GZ0738  ___________________________________________________________________
 GZ0738* NAD 83(1986)-  37 04 23.     (N)    084 57 02.     (W)     SCALED    
 GZ0738* NAVD 88     -       317.557  (meters)    1041.85   (feet)  ADJUSTED  
 GZ0738  ___________________________________________________________________
 GZ0738  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GZ0738  DYNAMIC HT  -         317.297 (meters)    1041.00  (feet)  COMP
 GZ0738  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 GZ0738
 GZ0738  VERT ORDER  -  FIRST     CLASS I
 GZ0738
 GZ0738.The horizontal coordinates were scaled from a topographic map and have
 GZ0738.an estimated accuracy of +/- 6 seconds.
 GZ0738
 GZ0738.The orthometric height was determined by differential leveling
 GZ0738.and adjusted by the National Geodetic Survey in June 1991..
 GZ0738
 GZ0738.The geoid height was determined by GEOID03.
 GZ0738
 GZ0738.The dynamic height is computed by dividing the NAVD 88
 GZ0738.geopotential number by the normal gravity value computed on the
 GZ0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0738.degrees latitude (g = 980.6199 gals.).
 GZ0738
 GZ0738.The modeled gravity was interpolated from observed gravity values.
 GZ0738
 GZ0738;                    North         East    Units  Estimated Accuracy
 GZ0738;SPC KY1Z     - 1,082,400.    1,571,090.      MT  (+/- 180 meters Scaled)
 GZ0738
 GZ0738                          SUPERSEDED SURVEY CONTROL
 GZ0738
 GZ0738  NGVD 29 (??/??/92)  317.700  (m)         1042.32   (f) ADJ UNCH    1 1
 GZ0738
 GZ0738.Superseded values are not recommended for survey control.
 GZ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0738.See file dsdata.txt to determine how the superseded data were derived.
 GZ0738
 GZ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG821049(NAD 83)
 GZ0738_MARKER: DB = BENCH MARK DISK
 GZ0738_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GZ0738_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GZ0738_STAMPING: F 387 1968
 GZ0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0738
 GZ0738  HISTORY     - Date     Condition        Report By
 GZ0738  HISTORY     - 1968     MONUMENTED       CGS
 GZ0738  HISTORY     - 1968     GOOD             NGS
 GZ0738
 GZ0738                          STATION DESCRIPTION
 GZ0738
 GZ0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ0738'2.1 MI E FROM SALEM.
 GZ0738'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 910 FROM THE SALEM
 GZ0738'BAPTIST CHURCH AT SALEM, 29 FEET NORTHWEST OF THE CENTERLINE
 GZ0738'OF THE HIGHWAY, 63 FEET SOUTH OF THE SOUTH CORNER OF A BARN, 3
 GZ0738'FEET NORTHEAST OF A CORNER FENCE POST, 1 FOOT NORTH OF A FENCE,
 GZ0738'0.9 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT NORTH OF A FENCE,
 GZ0738'0.9 FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 GZ0738'THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER
 GZ0738'COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 FEET AND IS ENCASED
 GZ0738'IN A 6-INCH CAST IRON PIPE ABOUT LEVEL WITH THE SURFACE OF THE
 GZ0738'GROUND.
 GZ0738
 GZ0738                          STATION RECOVERY (1968)
 GZ0738
 GZ0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GZ0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1908 ***********************************************************************
 GZ1908  DESIGNATION -  F 388
 GZ1908  PID         -  GZ1908
 GZ1908  STATE/COUNTY-  KY/BARREN
 GZ1908  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ1908
 GZ1908                         *CURRENT SURVEY CONTROL
 GZ1908  ___________________________________________________________________
 GZ1908* NAD 83(1986)-  37 00 15.     (N)    085 56 11.     (W)     SCALED    
 GZ1908* NAVD 88     -       227.296  (meters)     745.72   (feet)  ADJUSTED  
 GZ1908  ___________________________________________________________________
 GZ1908  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GZ1908  DYNAMIC HT  -         227.114 (meters)     745.12  (feet)  COMP
 GZ1908  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 GZ1908
 GZ1908  VERT ORDER  -  FIRST     CLASS I
 GZ1908
 GZ1908.The horizontal coordinates were scaled from a topographic map and have
 GZ1908.an estimated accuracy of +/- 6 seconds.
 GZ1908
 GZ1908.The orthometric height was determined by differential leveling
 GZ1908.and adjusted by the National Geodetic Survey in June 1991..
 GZ1908
 GZ1908.The geoid height was determined by GEOID03.
 GZ1908
 GZ1908.The dynamic height is computed by dividing the NAVD 88
 GZ1908.geopotential number by the normal gravity value computed on the
 GZ1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1908.degrees latitude (g = 980.6199 gals.).
 GZ1908
 GZ1908.The modeled gravity was interpolated from observed gravity values.
 GZ1908
 GZ1908;                    North         East    Units  Estimated Accuracy
 GZ1908;SPC KY1Z     - 1,074,470.    1,483,410.      MT  (+/- 180 meters Scaled)
 GZ1908
 GZ1908                          SUPERSEDED SURVEY CONTROL
 GZ1908
 GZ1908  NGVD 29 (??/??/92)  227.432  (m)          746.17   (f) ADJ UNCH    1 1
 GZ1908
 GZ1908.Superseded values are not recommended for survey control.
 GZ1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1908.See file dsdata.txt to determine how the superseded data were derived.
 GZ1908
 GZ1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF946958(NAD 83)
 GZ1908_MARKER: DB = BENCH MARK DISK
 GZ1908_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GZ1908_SP_SET: 19 FEET
 GZ1908_STAMPING: F 388 1968
 GZ1908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1908
 GZ1908  HISTORY     - Date     Condition        Report By
 GZ1908  HISTORY     - 1968     MONUMENTED       CGS
 GZ1908
 GZ1908                          STATION DESCRIPTION
 GZ1908
 GZ1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1908'1.4 MI NW FROM GLASGOW.
 GZ1908'ABOUT 0.4 MILE WEST ALONG WEST WASHINGTON STREET FROM THE BARREN
 GZ1908'COUNTY COURTHOUSE AT GLASGOW, THENCE 1.0 MILE NORTHWEST ALONG
 GZ1908'THE LOUISVILLE AND NASHVILLE RAILROAD, 63 FEET NORTH OF THE
 GZ1908'NORTH RAIL OF THE MAIN TRACK, 7 FEET NORTH OF THE NORTH RAIL OF
 GZ1908'A SIDETRACK, 29 FEET EAST OF THE CENTERLINE OF INDUSTRIAL STREET,
 GZ1908'37 FEET WEST OF THE SOUTHWEST CORNER OF A TOBACCO WAREHOUSE, 1
 GZ1908'FOOT WEST OF A POWER POLE WHICH BEARS THREE TRANSFORMERS, 1.0
 GZ1908'FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 GZ1908'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 GZ1908'TO A DEPTH OF 19 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE
 GZ1908'WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0401 ***********************************************************************
 HB0401  DESIGNATION -  F 389
 HB0401  PID         -  HB0401
 HB0401  STATE/COUNTY-  KY/BALLARD
 HB0401  USGS QUAD   -  LA CENTER (1975)
 HB0401
 HB0401                         *CURRENT SURVEY CONTROL
 HB0401  ___________________________________________________________________
 HB0401* NAD 83(1986)-  37 04 06.     (N)    088 59 09.     (W)     SCALED    
 HB0401* NAVD 88     -       113.072  (meters)     370.97   (feet)  ADJUSTED  
 HB0401  ___________________________________________________________________
 HB0401  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 HB0401  DYNAMIC HT  -         112.988 (meters)     370.69  (feet)  COMP
 HB0401  MODELED GRAV-     979,888.4   (mgal)                       NAVD 88
 HB0401
 HB0401  VERT ORDER  -  FIRST     CLASS I
 HB0401
 HB0401.The horizontal coordinates were scaled from a topographic map and have
 HB0401.an estimated accuracy of +/- 6 seconds.
 HB0401
 HB0401.The orthometric height was determined by differential leveling
 HB0401.and adjusted by the National Geodetic Survey in June 1991..
 HB0401
 HB0401.The geoid height was determined by GEOID03.
 HB0401
 HB0401.The dynamic height is computed by dividing the NAVD 88
 HB0401.geopotential number by the normal gravity value computed on the
 HB0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0401.degrees latitude (g = 980.6199 gals.).
 HB0401
 HB0401.The modeled gravity was interpolated from observed gravity values.
 HB0401
 HB0401;                    North         East    Units  Estimated Accuracy
 HB0401;SPC KY1Z     - 1,086,560.    1,212,290.      MT  (+/- 180 meters Scaled)
 HB0401
 HB0401                          SUPERSEDED SURVEY CONTROL
 HB0401
 HB0401  NGVD 29 (??/??/??)  112.985  (m)          370.69   (f) ADJUSTED    1 1
 HB0401
 HB0401.Superseded values are not recommended for survey control.
 HB0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0401.See file dsdata.txt to determine how the superseded data were derived.
 HB0401
 HB0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG234042(NAD 83)
 HB0401_MARKER: DB = BENCH MARK DISK
 HB0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0401_STAMPING: F 389 1968
 HB0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0401+STABILITY: SURFACE MOTION
 HB0401
 HB0401  HISTORY     - Date     Condition        Report By
 HB0401  HISTORY     - 1968     MONUMENTED       CGS
 HB0401  HISTORY     - 20020425 MARK NOT FOUND   USACE
 HB0401
 HB0401                          STATION DESCRIPTION
 HB0401
 HB0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0401'3.6 MI E FROM BARLOW.
 HB0401'ABOUT 3.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 HB0401'AT BARLOW, 149 YARDS NORTHEAST OF THE NORTH CORNER OF BALLARD
 HB0401'MEMORIAL HIGH SCHOOL BUILDING, 37 1/2 FEET SOUTHEAST OF THE
 HB0401'CENTERLINE OF THE HIGHWAY, 45 FEET SOUTHWEST OF THE CENTERLINE
 HB0401'OF A GRAVELED ROAD, 83 FEET SOUTH AND ACROSS THE HIGHWAY FROM A
 HB0401'POWER POLE, 7 FEET SOUTHEAST OF A TELEPHONE POLE, 1.6 FEET
 HB0401'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 HB0401'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HB0401'WHICH PROJECTS 6 INCHES.
 HB0401
 HB0401                          STATION RECOVERY (2002)
 HB0401
 HB0401'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0401'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0220 ***********************************************************************
 HB0220  DESIGNATION -  F 390
 HB0220  PID         -  HB0220
 HB0220  STATE/COUNTY-  KY/LIVINGSTON
 HB0220  USGS QUAD   -  GRAND RIVERS (1993)
 HB0220
 HB0220                         *CURRENT SURVEY CONTROL
 HB0220  ___________________________________________________________________
 HB0220* NAD 83(1986)-  37 00 21.     (N)    088 13 41.     (W)     SCALED    
 HB0220* NAVD 88     -       114.250  (meters)     374.84   (feet)  ADJUSTED  
 HB0220  ___________________________________________________________________
 HB0220  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HB0220  DYNAMIC HT  -         114.165 (meters)     374.56  (feet)  COMP
 HB0220  MODELED GRAV-     979,881.7   (mgal)                       NAVD 88
 HB0220
 HB0220  VERT ORDER  -  FIRST     CLASS I
 HB0220
 HB0220.The horizontal coordinates were scaled from a topographic map and have
 HB0220.an estimated accuracy of +/- 6 seconds.
 HB0220
 HB0220.The orthometric height was determined by differential leveling
 HB0220.and adjusted by the National Geodetic Survey in June 1991..
 HB0220
 HB0220.The geoid height was determined by GEOID03.
 HB0220
 HB0220.The dynamic height is computed by dividing the NAVD 88
 HB0220.geopotential number by the normal gravity value computed on the
 HB0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0220.degrees latitude (g = 980.6199 gals.).
 HB0220
 HB0220.The modeled gravity was interpolated from observed gravity values.
 HB0220
 HB0220;                    North         East    Units  Estimated Accuracy
 HB0220;SPC KY1Z     - 1,077,570.    1,279,460.      MT  (+/- 180 meters Scaled)
 HB0220
 HB0220                          SUPERSEDED SURVEY CONTROL
 HB0220
 HB0220  NGVD 29 (??/??/??)  114.324  (m)          375.08   (f) ADJUSTED    1 1
 HB0220
 HB0220.Superseded values are not recommended for survey control.
 HB0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0220.See file dsdata.txt to determine how the superseded data were derived.
 HB0220
 HB0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF907962(NAD 83)
 HB0220_MARKER: DB = BENCH MARK DISK
 HB0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0220_STAMPING: F 390 1968
 HB0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0220+STABILITY: SURFACE MOTION
 HB0220
 HB0220  HISTORY     - Date     Condition        Report By
 HB0220  HISTORY     - 1968     MONUMENTED       CGS
 HB0220
 HB0220                          STATION DESCRIPTION
 HB0220
 HB0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0220'1.4 MI SW FROM BARKLEY DAM.
 HB0220'ABOUT 0.75 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0220'FROM THE NAVIGATION LOCK AT BARKLEY DAM, THENCE 0.6 MILE SOUTH
 HB0220'ALONG A SIDETRACK, 0.7 MILE SOUTH OF THE GRAND RIVERS RAILROAD
 HB0220'STATION, 0.4 MILE EAST OF THE POST OFFICE AT GRAND RIVERS, 0.25
 HB0220'MILE SOUTHEAST OF A WOODEN RAILROAD UNDERPASS FOR A GRAVELED ROAD,
 HB0220'SOUTHWEST AND ACROSS THE TRACKS FROM THE PORT KEN-BAR BOAT DOCK,
 HB0220'96 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK,
 HB0220'28 FEET NORTHWEST OF THE CENTERLINE OF A TRAIL ROAD, 180 FEET
 HB0220'SOUTHEAST OF A POWER POLE WHICH BEARS A TRANSFORMER, 13 FEET
 HB0220'EAST OF A 14-INCH OAK TREE, 2 FEET NORTHEAST OF A FENCE, 1.0 FOOT
 HB0220'NORTHWEST OF A METAL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL
 HB0220'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HB0220'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0180 ***********************************************************************
 HB0180  DESIGNATION -  F 391
 HB0180  PID         -  HB0180
 HB0180  STATE/COUNTY-  KY/LYON
 HB0180  USGS QUAD   -  EDDYVILLE (1973)
 HB0180
 HB0180                         *CURRENT SURVEY CONTROL
 HB0180  ___________________________________________________________________
 HB0180* NAD 83(1986)-  37 06 18.     (N)    088 01 56.     (W)     SCALED    
 HB0180* NAVD 88     -       170.950  (meters)     560.86   (feet)  ADJUSTED  
 HB0180  ___________________________________________________________________
 HB0180  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HB0180  DYNAMIC HT  -         170.821 (meters)     560.44  (feet)  COMP
 HB0180  MODELED GRAV-     979,873.2   (mgal)                       NAVD 88
 HB0180
 HB0180  VERT ORDER  -  FIRST     CLASS I
 HB0180
 HB0180.The horizontal coordinates were scaled from a topographic map and have
 HB0180.an estimated accuracy of +/- 6 seconds.
 HB0180
 HB0180.The orthometric height was determined by differential leveling
 HB0180.and adjusted by the National Geodetic Survey in June 1991..
 HB0180
 HB0180.The geoid height was determined by GEOID03.
 HB0180
 HB0180.The dynamic height is computed by dividing the NAVD 88
 HB0180.geopotential number by the normal gravity value computed on the
 HB0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0180.degrees latitude (g = 980.6199 gals.).
 HB0180
 HB0180.The modeled gravity was interpolated from observed gravity values.
 HB0180
 HB0180;                    North         East    Units  Estimated Accuracy
 HB0180;SPC KY1Z     - 1,088,120.    1,297,160.      MT  (+/- 180 meters Scaled)
 HB0180
 HB0180                          SUPERSEDED SURVEY CONTROL
 HB0180
 HB0180  NGVD 29 (??/??/??)  171.010  (m)          561.06   (f) ADJUSTED    1 1
 HB0180
 HB0180.Superseded values are not recommended for survey control.
 HB0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0180.See file dsdata.txt to determine how the superseded data were derived.
 HB0180
 HB0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG082070(NAD 83)
 HB0180_MARKER: DB = BENCH MARK DISK
 HB0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0180_STAMPING: F 391 1968
 HB0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0180+STABILITY: SURFACE MOTION
 HB0180
 HB0180  HISTORY     - Date     Condition        Report By
 HB0180  HISTORY     - 1968     MONUMENTED       CGS
 HB0180
 HB0180                          STATION DESCRIPTION
 HB0180
 HB0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0180'3.4 MI E FROM EDDYVILLE.
 HB0180'ABOUT 0.1 MILE SOUTHEAST ALONG EAST MAIN STREET FROM THE POST
 HB0180'OFFICE AT EDDYVILLE, THENCE 1.35 MILES NORTHEAST ALONG U.S. HIGHWAYS
 HB0180'62 AND 641, THENCE 1.9 MILES EAST ALONG U.S. HIGHWAY 62, 0.15
 HB0180'MILE EAST OF A HIGHWAY UNDERPASS FOR THE WESTERN KENTUCKY PARKWAY,
 HB0180'94 FEET NORTH OF THE CENTERLINE OF THE NORTH TRAFFIC LANE OF THE
 HB0180'HIGHWAY, 104 FEET EAST OF THE CENTERLINE OF AN ACCESS ROAD, 12 1/2
 HB0180'FEET EAST OF A METAL FENCE CORNER POST, 1 FOOT SOUTH OF A FENCE,
 HB0180'2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HB0180'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 HB0180'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1235 ***********************************************************************
 GC1235  DESIGNATION -  F 392
 GC1235  PID         -  GC1235
 GC1235  STATE/COUNTY-  KY/CHRISTIAN
 GC1235  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1235
 GC1235                         *CURRENT SURVEY CONTROL
 GC1235  ___________________________________________________________________
 GC1235* NAD 83(1986)-  36 51 26.     (N)    087 27 35.     (W)     SCALED    
 GC1235* NAVD 88     -       166.509  (meters)     546.29   (feet)  ADJUSTED  
 GC1235  ___________________________________________________________________
 GC1235  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC1235  DYNAMIC HT  -         166.378 (meters)     545.86  (feet)  COMP
 GC1235  MODELED GRAV-     979,836.9   (mgal)                       NAVD 88
 GC1235
 GC1235  VERT ORDER  -  FIRST     CLASS I
 GC1235
 GC1235.This mark is at Hopkinsville-Christian Co Airport (HVC)
 GC1235
 GC1235.The horizontal coordinates were scaled from a topographic map and have
 GC1235.an estimated accuracy of +/- 6 seconds.
 GC1235
 GC1235.The orthometric height was determined by differential leveling
 GC1235.and adjusted by the National Geodetic Survey in June 1991..
 GC1235
 GC1235.The geoid height was determined by GEOID03.
 GC1235
 GC1235.The dynamic height is computed by dividing the NAVD 88
 GC1235.geopotential number by the normal gravity value computed on the
 GC1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1235.degrees latitude (g = 980.6199 gals.).
 GC1235
 GC1235.The modeled gravity was interpolated from observed gravity values.
 GC1235
 GC1235;                    North         East    Units  Estimated Accuracy
 GC1235;SPC KY1Z     - 1,059,540.    1,347,530.      MT  (+/- 180 meters Scaled)
 GC1235
 GC1235                          SUPERSEDED SURVEY CONTROL
 GC1235
 GC1235  NGVD 29 (??/??/92)  166.579  (m)          546.52   (f) ADJ UNCH    1 1
 GC1235
 GC1235.Superseded values are not recommended for survey control.
 GC1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1235.See file dsdata.txt to determine how the superseded data were derived.
 GC1235
 GC1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF590791(NAD 83)
 GC1235_MARKER: DB = BENCH MARK DISK
 GC1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1235_STAMPING: F 392 1968
 GC1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1235+STABILITY: SURFACE MOTION
 GC1235
 GC1235  HISTORY     - Date     Condition        Report By
 GC1235  HISTORY     - 1968     MONUMENTED       CGS
 GC1235
 GC1235                          STATION DESCRIPTION
 GC1235
 GC1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1235'2.4 MI E FROM HOPKINSVILLE.
 GC1235'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1235'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE
 GC1235'EAST ALONG EAST 9TH STREET WHICH IS U.S. HIGHWAYS 41 AND 68 AND
 GC1235'STATE HIGHWAY 80 AND 109, THENCE 1.25 MILES EAST ALONG MC LEAN
 GC1235'AVENUE WHICH IS U.S. HIGHWAY 68 AND STATE HIGHWAY 80 THENCE
 GC1235'0.45 MILE SOUTHWEST ALONG A PAVED ROAD, AT THE
 GC1235'HOPKINSVILLE-CHRISTIAN COUNTY AIRPORT, 0.15 MILE EAST OF THE
 GC1235'AIRPORT OFFICE BUILDING, 265 FEET NORTH OF THE NORTH EDGE OF THE
 GC1235'EAST-WEST RUNWAY, 172 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GC1235'ROAD, 228 FEET SOUTHEAST OF A POWER POLE WHICH IS BRACED BY 3
 GC1235'GUY WIRES, 2 1/2 FEET NORTHWEST OF A CORNER FENCE POST, 1.8 FEET
 GC1235'SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 GC1235'CONCRETE POST PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 GC1235'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0991 ***********************************************************************
 GC0991  DESIGNATION -  F 393 RESET 1974
 GC0991  PID         -  GC0991
 GC0991  STATE/COUNTY-  KY/LOGAN
 GC0991  USGS QUAD   -  RUSSELLVILLE (1983)
 GC0991
 GC0991                         *CURRENT SURVEY CONTROL
 GC0991  ___________________________________________________________________
 GC0991* NAD 83(1986)-  36 50 19.     (N)    086 55 21.     (W)     SCALED    
 GC0991* NAVD 88     -       203.759  (meters)     668.50   (feet)  ADJUSTED  
 GC0991  ___________________________________________________________________
 GC0991  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GC0991  DYNAMIC HT  -         203.599 (meters)     667.97  (feet)  COMP
 GC0991  MODELED GRAV-     979,841.9   (mgal)                       NAVD 88
 GC0991
 GC0991  VERT ORDER  -  FIRST     CLASS II
 GC0991
 GC0991.The horizontal coordinates were scaled from a topographic map and have
 GC0991.an estimated accuracy of +/- 6 seconds.
 GC0991
 GC0991.The orthometric height was determined by differential leveling
 GC0991.and adjusted by the National Geodetic Survey in June 1991..
 GC0991
 GC0991.The geoid height was determined by GEOID03.
 GC0991
 GC0991.The dynamic height is computed by dividing the NAVD 88
 GC0991.geopotential number by the normal gravity value computed on the
 GC0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0991.degrees latitude (g = 980.6199 gals.).
 GC0991
 GC0991.The modeled gravity was interpolated from observed gravity values.
 GC0991
 GC0991;                    North         East    Units  Estimated Accuracy
 GC0991;SPC KY1Z     - 1,056,740.    1,395,410.      MT  (+/- 180 meters Scaled)
 GC0991
 GC0991                          SUPERSEDED SURVEY CONTROL
 GC0991
 GC0991  NGVD 29 (??/??/92)  203.856  (m)          668.82   (f) ADJ UNCH    1 2
 GC0991
 GC0991.Superseded values are not recommended for survey control.
 GC0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0991.See file dsdata.txt to determine how the superseded data were derived.
 GC0991
 GC0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF069769(NAD 83)
 GC0991_MARKER: DB = BENCH MARK DISK
 GC0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0991_STAMPING: F 393 RESET 1974
 GC0991_MARK LOGO: NGS   
 GC0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0991+STABILITY: SURFACE MOTION
 GC0991
 GC0991  HISTORY     - Date     Condition        Report By
 GC0991  HISTORY     - 1974     MONUMENTED       NGS
 GC0991  HISTORY     - 1984     GOOD             NGS
 GC0991  HISTORY     - 19950912 MARK NOT FOUND   KYDT
 GC0991
 GC0991                          STATION DESCRIPTION
 GC0991
 GC0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GC0991'1.6 MI W FROM RUSSELLVILLE.
 GC0991'1.6 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE L AND N RAILROAD
 GC0991'STATION AT RUSSELLVILLE, 82 FEET SOUTHEAST OF THE NORTHEAST
 GC0991'CORNER OF A CONCRETE BLOCK BUILDING, 83 FEET SOUTH OF THE
 GC0991'CENTERLINE OF THE HIGHWAY. 1 FOOT EAST OF A METAL WITNESS POST,
 GC0991'4 FEET NORTHEAST OF A POWER UTILITY POLE, 46 FEET SOUTH OF AN
 GC0991'18 INCH OAK TREE AND SET IN THE TOP OF A ROUND CONCRETE POST
 GC0991'PROJECTING 3 INCHES.
 GC0991
 GC0991                          STATION RECOVERY (1984)
 GC0991
 GC0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0991'RECOVERED IN GOOD CONDITION.
 GC0991
 GC0991                          STATION RECOVERY (1995)
 GC0991
 GC0991'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0991'THIS MARK WAS TORN OUT BEFORE RELOCATION MADE BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0615 ***********************************************************************
 GD0615  DESIGNATION -  F 394
 GD0615  PID         -  GD0615
 GD0615  STATE/COUNTY-  KY/HICKMAN
 GD0615  USGS QUAD   -  OAKTON (1982)
 GD0615
 GD0615                         *CURRENT SURVEY CONTROL
 GD0615  ___________________________________________________________________
 GD0615* NAD 83(1986)-  36 42 52.     (N)    089 00 01.     (W)     SCALED    
 GD0615* NAVD 88     -       116.597  (meters)     382.54   (feet)  ADJUSTED  
 GD0615  ___________________________________________________________________
 GD0615  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GD0615  DYNAMIC HT  -         116.507 (meters)     382.24  (feet)  COMP
 GD0615  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 GD0615
 GD0615  VERT ORDER  -  FIRST     CLASS I
 GD0615
 GD0615.The horizontal coordinates were scaled from a topographic map and have
 GD0615.an estimated accuracy of +/- 6 seconds.
 GD0615
 GD0615.The orthometric height was determined by differential leveling
 GD0615.and adjusted by the National Geodetic Survey in June 1991..
 GD0615
 GD0615.The geoid height was determined by GEOID03.
 GD0615
 GD0615.The dynamic height is computed by dividing the NAVD 88
 GD0615.geopotential number by the normal gravity value computed on the
 GD0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0615.degrees latitude (g = 980.6199 gals.).
 GD0615
 GD0615.The modeled gravity was interpolated from observed gravity values.
 GD0615
 GD0615;                    North         East    Units  Estimated Accuracy
 GD0615;SPC KY1Z     - 1,047,360.    1,209,640.      MT  (+/- 180 meters Scaled)
 GD0615
 GD0615                          SUPERSEDED SURVEY CONTROL
 GD0615
 GD0615  NGVD 29 (??/??/??)  116.509  (m)          382.25   (f) ADJUSTED    1 1
 GD0615
 GD0615.Superseded values are not recommended for survey control.
 GD0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0615.See file dsdata.txt to determine how the superseded data were derived.
 GD0615
 GD0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF213650(NAD 83)
 GD0615_MARKER: DB = BENCH MARK DISK
 GD0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0615_SP_SET: METAL BASE PLATE
 GD0615_STAMPING: F 394 1974
 GD0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0615
 GD0615  HISTORY     - Date     Condition        Report By
 GD0615  HISTORY     - 1974     MONUMENTED       NGS
 GD0615  HISTORY     - 20020814 MARK NOT FOUND   USACE
 GD0615
 GD0615                          STATION DESCRIPTION
 GD0615
 GD0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0615'3.5 MI N FROM CLINTON.
 GD0615'ABOUT 3.5 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE FEDERAL
 GD0615'BUILDING AND POST OFFICE AT CLINTON, ON PROPERTY OF HARPERS
 GD0615'HICKORY SMOKED COUNTRY HAMS, 197 FEET SOUTHEAST OF THE SOUTHEAST
 GD0615'CORNER OF LOCKERS AND OFFICE (CONCRETE BLOCK BUILDING), 51 FEET
 GD0615'WEST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTH OF THE
 GD0615'CENTER LINE OF AN ASPHALT ROAD LEADING WEST, 28 FEET SOUTHWEST
 GD0615'OF A TELEPHONE POLE, 1 FOOT NORTH OF A CORNER POST AT A SLIGHT
 GD0615'ANGLE IN A WHITE BOARD FENCE, 3 1/2 FEET BELOW LEVEL OF THE
 GD0615'HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT
 GD0615'IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 4-INCHES BELOW
 GD0615'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE 2-INCHES BELOW
 GD0615'GROUND.
 GD0615
 GD0615                          STATION RECOVERY (2002)
 GD0615
 GD0615'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0615'AREA HAS BEEN RECENTLY ASPHALT PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0838 ***********************************************************************
 HA0838  DESIGNATION -  F 40
 HA0838  PID         -  HA0838
 HA0838  STATE/COUNTY-  KY/WEBSTER
 HA0838  USGS QUAD   -  PROVIDENCE (1954)
 HA0838
 HA0838                         *CURRENT SURVEY CONTROL
 HA0838  ___________________________________________________________________
 HA0838* NAD 83(1986)-  37 26 50.     (N)    087 50 09.     (W)     SCALED    
 HA0838* NAVD 88     -       118.080  (meters)     387.40   (feet)  ADJUSTED  
 HA0838  ___________________________________________________________________
 HA0838  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HA0838  DYNAMIC HT  -         117.994 (meters)     387.12  (feet)  COMP
 HA0838  MODELED GRAV-     979,902.3   (mgal)                       NAVD 88
 HA0838
 HA0838  VERT ORDER  -  SECOND    CLASS 0
 HA0838
 HA0838.The horizontal coordinates were scaled from a topographic map and have
 HA0838.an estimated accuracy of +/- 6 seconds.
 HA0838
 HA0838.The orthometric height was determined by differential leveling
 HA0838.and adjusted by the National Geodetic Survey in June 1991..
 HA0838
 HA0838.The geoid height was determined by GEOID03.
 HA0838
 HA0838.The dynamic height is computed by dividing the NAVD 88
 HA0838.geopotential number by the normal gravity value computed on the
 HA0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0838.degrees latitude (g = 980.6199 gals.).
 HA0838
 HA0838.The modeled gravity was interpolated from observed gravity values.
 HA0838
 HA0838;                    North         East    Units  Estimated Accuracy
 HA0838;SPC KY1Z     - 1,125,690.    1,315,460.      MT  (+/- 180 meters Scaled)
 HA0838
 HA0838                          SUPERSEDED SURVEY CONTROL
 HA0838
 HA0838  NGVD 29 (??/??/92)  118.176  (m)          387.72   (f) ADJ UNCH    2 0
 HA0838
 HA0838.Superseded values are not recommended for survey control.
 HA0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0838.See file dsdata.txt to determine how the superseded data were derived.
 HA0838
 HA0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG260448(NAD 83)
 HA0838_MARKER: DB = BENCH MARK DISK
 HA0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0838_STAMPING: F 40 1934
 HA0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0838+STABILITY: SURFACE MOTION
 HA0838
 HA0838  HISTORY     - Date     Condition        Report By
 HA0838  HISTORY     - 1934     MONUMENTED       CGS
 HA0838  HISTORY     - 1952     MARK NOT FOUND   USGS
 HA0838  HISTORY     - 1954     MARK NOT FOUND   USGS
 HA0838
 HA0838                          STATION DESCRIPTION
 HA0838
 HA0838'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HA0838'3.5 MI SE FROM WHEATCROFT.
 HA0838'3.5 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HA0838'THE STATION AT WHEATCROFT, WEBSTER COUNTY, 56 FEET NORTHEAST
 HA0838'OF THE NORTHEAST CORNER OF THE STATION AT OYAMA, AT A ROAD
 HA0838'CROSSING, 17 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 7 FEET
 HA0838'EAST OF THE EAST RAIL, AND LEVEL WITH THE TRACK.  A STANDARD
 HA0838'DISK, STAMPED F 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HA0838'NOTE-- RESIDENTS IN THE AREA BELIEVE THE MARK WAS EITHER COVERED
 HA0838'BY ROAD WORK OR DESTROYED.
 HA0838
 HA0838                          STATION RECOVERY (1954)
 HA0838
 HA0838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HA0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2041 ***********************************************************************
 GC2041  DESIGNATION -  F 400
 GC2041  PID         -  GC2041
 GC2041  STATE/COUNTY-  KY/TODD
 GC2041  USGS QUAD   -  GUTHRIE (1983)
 GC2041
 GC2041                         *CURRENT SURVEY CONTROL
 GC2041  ___________________________________________________________________
 GC2041* NAD 83(1986)-  36 39 27.     (N)    087 10 33.     (W)     SCALED    
 GC2041* NAVD 88     -       176.429  (meters)     578.83   (feet)  ADJUSTED  
 GC2041  ___________________________________________________________________
 GC2041  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2041  DYNAMIC HT  -         176.288 (meters)     578.37  (feet)  COMP
 GC2041  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 GC2041
 GC2041  VERT ORDER  -  FIRST     CLASS II
 GC2041
 GC2041.The horizontal coordinates were scaled from a topographic map and have
 GC2041.an estimated accuracy of +/- 6 seconds.
 GC2041
 GC2041.The orthometric height was determined by differential leveling
 GC2041.and adjusted by the National Geodetic Survey in June 1991..
 GC2041
 GC2041.The geoid height was determined by GEOID03.
 GC2041
 GC2041.The dynamic height is computed by dividing the NAVD 88
 GC2041.geopotential number by the normal gravity value computed on the
 GC2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2041.degrees latitude (g = 980.6199 gals.).
 GC2041
 GC2041.The modeled gravity was interpolated from observed gravity values.
 GC2041
 GC2041;                    North         East    Units  Estimated Accuracy
 GC2041;SPC KY1Z     - 1,036,950.    1,372,510.      MT  (+/- 180 meters Scaled)
 GC2041
 GC2041                          SUPERSEDED SURVEY CONTROL
 GC2041
 GC2041.No superseded survey control is available for this station.
 GC2041
 GC2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF842568(NAD 83)
 GC2041_MARKER: DB = BENCH MARK DISK
 GC2041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GC2041_SP_SET: ABUTMENT
 GC2041_STAMPING: F 400 1984
 GC2041_MARK LOGO: NGS   
 GC2041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2041
 GC2041  HISTORY     - Date     Condition        Report By
 GC2041  HISTORY     - 1984     MONUMENTED       NGS
 GC2041
 GC2041                          STATION DESCRIPTION
 GC2041
 GC2041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2041'1.6 KM (1.0 MI) NE FROM GUTHRIE.
 GC2041'0.1 KM (0.05 MI) EAST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 GC2041'GUTHRIE, THENCE 1.4 KM (0.9 MI) NORTHWEST ALONG STATE HIGHWAY 346,
 GC2041'THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG U.S. HIGHWAY 79 TO THE HIGHWAY
 GC2041'BRIDGE OVER THE RAILROAD AND THE MARK SET IN THE NORTHWEST ABUTMENT OF
 GC2041'THE BRIDGE, 4.54 METERS (14.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 GC2041'HIGHWAY.
 GC2041'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5428 ***********************************************************************
 AI5428  DESIGNATION -  F 400 RESET
 AI5428  PID         -  AI5428
 AI5428  STATE/COUNTY-  KY/TODD
 AI5428  USGS QUAD   -  GUTHRIE (1983)
 AI5428
 AI5428                         *CURRENT SURVEY CONTROL
 AI5428  ___________________________________________________________________
 AI5428* NAD 83(1986)-  36 39 27.     (N)    087 10 33.     (W)     SCALED    
 AI5428* NAVD 88     -       176.57   (meters)     579.3    (feet)  RESET     
 AI5428  ___________________________________________________________________
 AI5428  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AI5428
 AI5428  VERT ORDER  -  THIRD
 AI5428
 AI5428.The horizontal coordinates were scaled from a topographic map and have
 AI5428.an estimated accuracy of +/- 6 seconds.
 AI5428
 AI5428.The orthometric height was computed from unverified reset data.
 AI5428.No vertical observational check was made to the station.
 AI5428
 AI5428.The geoid height was determined by GEOID03.
 AI5428
 AI5428;                    North         East    Units  Estimated Accuracy
 AI5428;SPC KY1Z     - 1,036,950.    1,372,510.      MT  (+/- 180 meters Scaled)
 AI5428
 AI5428                          SUPERSEDED SURVEY CONTROL
 AI5428
 AI5428.No superseded survey control is available for this station.
 AI5428
 AI5428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF842568(NAD 83)
 AI5428_MARKER: DV = VERTICAL CONTROL DISK
 AI5428_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI5428_SP_SET: BRIDGE DECK
 AI5428_STAMPING: F 400 RESET 1999
 AI5428_MARK LOGO: NGS   
 AI5428_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5428
 AI5428  HISTORY     - Date     Condition        Report By
 AI5428  HISTORY     - 1999     MONUMENTED       KYDT
 AI5428
 AI5428                          STATION DESCRIPTION
 AI5428
 AI5428'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999
 AI5428'0.05 MILE (0.08 KM) EAST ALONG US 41 FROM THE POST OFFICE IN GUTHRIE,
 AI5428'THENCE 0.9 MILE (1.4 KM) NORTHWEST ALONG KY 346, THENCE 0.05 MILE
 AI5428'(0.08 KM) NORTHEAST ALONG US 79 TO A HIGHWAY BRIDGE OVER THE CSX
 AI5428'RAILROAD AND THE MARK SET IN THE SOUTHEAST BRIDGE DECK, 12.8 FEET (3.9
 AI5428'M) SOUTHEAST OF CENTERLINE OF ROAD.  0.3 FEET (9.1 CM) NORTHWEST OF
 AI5428'NORTHWEST FACE OF SOUTHEAST BARRIER WALL, 0.64 FEET (19.51 CM)
 AI5428'NORTHEAST OF SOUTHWEST BRIDGE END AND LEVEL WITH ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2177 ***********************************************************************
 HY2177  DESIGNATION -  F 402
 HY2177  PID         -  HY2177
 HY2177  STATE/COUNTY-  KY/GREENUP
 HY2177  USGS QUAD   -  GREENUP (1985)
 HY2177
 HY2177                         *CURRENT SURVEY CONTROL
 HY2177  ___________________________________________________________________
 HY2177* NAD 83(1986)-  38 33 38.     (N)    082 48 31.     (W)     SCALED    
 HY2177* NAVD 88     -       165.096  (meters)     541.65   (feet)  ADJUSTED  
 HY2177  ___________________________________________________________________
 HY2177  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 HY2177  DYNAMIC HT  -         164.991 (meters)     541.31  (feet)  COMP
 HY2177  MODELED GRAV-     979,986.6   (mgal)                       NAVD 88
 HY2177
 HY2177  VERT ORDER  -  FIRST     CLASS II
 HY2177
 HY2177.The horizontal coordinates were scaled from a topographic map and have
 HY2177.an estimated accuracy of +/- 6 seconds.
 HY2177
 HY2177.The orthometric height was determined by differential leveling
 HY2177.and adjusted by the National Geodetic Survey in June 1991..
 HY2177
 HY2177.The geoid height was determined by GEOID03.
 HY2177
 HY2177.The dynamic height is computed by dividing the NAVD 88
 HY2177.geopotential number by the normal gravity value computed on the
 HY2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2177.degrees latitude (g = 980.6199 gals.).
 HY2177
 HY2177.The modeled gravity was interpolated from observed gravity values.
 HY2177
 HY2177;                    North         East    Units  Estimated Accuracy
 HY2177;SPC KY1Z     - 1,251,230.    1,756,320.      MT  (+/- 180 meters Scaled)
 HY2177
 HY2177                          SUPERSEDED SURVEY CONTROL
 HY2177
 HY2177.No superseded survey control is available for this station.
 HY2177
 HY2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC424695(NAD 83)
 HY2177_MARKER: I = METAL ROD
 HY2177_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HY2177_SP_SET: STAINLESS STEEL ROD
 HY2177_STAMPING: F 402 1984
 HY2177_MARK LOGO: NGS   
 HY2177_PROJECTION: FLUSH
 HY2177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2177_ROD/PIPE-DEPTH: 6.1  meters
 HY2177
 HY2177  HISTORY     - Date     Condition        Report By
 HY2177  HISTORY     - 1984     MONUMENTED       NGS
 HY2177
 HY2177                          STATION DESCRIPTION
 HY2177
 HY2177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2177'1.9 KM (1.2 MI) SE FROM GREENUP.
 HY2177'1.8 KM (1.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 HY2177'STATE HIGHWAY 1 IN GREENUP, THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG A
 HY2177'PAVED ROAD TO A RAILROAD CROSSING AND THE MARK ON THE LEFT, 7.77
 HY2177'METERS (25.5 FT) NORTHWEST OF THE CENTER OF THE ROAD, 8.23 METERS
 HY2177'(27.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 0.70 METER
 HY2177'(2.3 FT) SOUTHWEST OF UTILITY POLE 1097-16.
 HY2177'THE MARK IS 0.38 METERS  NW FROM A WITNESS POST.
 HY2177'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2649 ***********************************************************************
 GZ2649  DESIGNATION -  F 403
 GZ2649  PID         -  GZ2649
 GZ2649  STATE/COUNTY-  KY/LINCOLN
 GZ2649  USGS QUAD   -  STANFORD (1979)
 GZ2649
 GZ2649                         *CURRENT SURVEY CONTROL
 GZ2649  ___________________________________________________________________
 GZ2649* NAD 83(1986)-  37 34 25.     (N)    084 42 00.     (W)     SCALED    
 GZ2649* NAVD 88     -       267.313  (meters)     877.01   (feet)  ADJUSTED  
 GZ2649  ___________________________________________________________________
 GZ2649  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GZ2649  DYNAMIC HT  -         267.107 (meters)     876.33  (feet)  COMP
 GZ2649  MODELED GRAV-     979,851.5   (mgal)                       NAVD 88
 GZ2649
 GZ2649  VERT ORDER  -  FIRST     CLASS II
 GZ2649
 GZ2649.The horizontal coordinates were scaled from a topographic map and have
 GZ2649.an estimated accuracy of +/- 6 seconds.
 GZ2649
 GZ2649.The orthometric height was determined by differential leveling
 GZ2649.and adjusted by the National Geodetic Survey in June 1991..
 GZ2649
 GZ2649.The geoid height was determined by GEOID03.
 GZ2649
 GZ2649.The dynamic height is computed by dividing the NAVD 88
 GZ2649.geopotential number by the normal gravity value computed on the
 GZ2649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2649.degrees latitude (g = 980.6199 gals.).
 GZ2649
 GZ2649.The modeled gravity was interpolated from observed gravity values.
 GZ2649
 GZ2649;                    North         East    Units  Estimated Accuracy
 GZ2649;SPC KY1Z     - 1,138,170.    1,592,750.      MT  (+/- 180 meters Scaled)
 GZ2649
 GZ2649                          SUPERSEDED SURVEY CONTROL
 GZ2649
 GZ2649.No superseded survey control is available for this station.
 GZ2649
 GZ2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG031609(NAD 83)
 GZ2649_MARKER: DB = BENCH MARK DISK
 GZ2649_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GZ2649_SP_SET: BRIDGE ABUTMENT
 GZ2649_STAMPING: F 403 1985
 GZ2649_MARK LOGO: NGS   
 GZ2649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2649
 GZ2649  HISTORY     - Date     Condition        Report By
 GZ2649  HISTORY     - 1985     MONUMENTED       NGS
 GZ2649
 GZ2649                          STATION DESCRIPTION
 GZ2649
 GZ2649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2649'5.9 KM (3.65 MI) NW FROM STANFORD.
 GZ2649'5.9 KM (3.7 MI) NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE JUNCTION
 GZ2649'U.S. HIGHWAY 27 IN STANFORD TO THE MARK ON THE RIGHT, IN TOP OF THE
 GZ2649'NORTHWEST END OF THE NORTHEAST CURBING (ALSO ABUTMENT) OF THE
 GZ2649'NORTHWEST BOUND BRIDGE OF U.S. HIGHWAY 150 OVER HANGING CREEK.  IT IS
 GZ2649'5.33 METERS (17.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST
 GZ2649'BOUND LANE OF U.S. HIGHWAY 150 AND 2.37 METERS (7.8 FT) SOUTHEAST OF
 GZ2649'THE NORTHWEST END OF THE BRIDGE.
 GZ2649'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1266 ***********************************************************************
 HA1266  DESIGNATION -  F 405
 HA1266  PID         -  HA1266
 HA1266  STATE/COUNTY-  KY/UNION
 HA1266  USGS QUAD   -  MORGANFIELD (1969)
 HA1266
 HA1266                         *CURRENT SURVEY CONTROL
 HA1266  ___________________________________________________________________
 HA1266* NAD 83(1986)-  37 37 35.     (N)    087 56 38.     (W)     SCALED    
 HA1266* NAVD 88     -       121.962  (meters)     400.14   (feet)  ADJUSTED  
 HA1266  ___________________________________________________________________
 HA1266  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 HA1266  DYNAMIC HT  -         121.876 (meters)     399.85  (feet)  COMP
 HA1266  MODELED GRAV-     979,922.4   (mgal)                       NAVD 88
 HA1266
 HA1266  VERT ORDER  -  FIRST     CLASS II
 HA1266
 HA1266.The horizontal coordinates were scaled from a topographic map and have
 HA1266.an estimated accuracy of +/- 6 seconds.
 HA1266
 HA1266.The orthometric height was determined by differential leveling
 HA1266.and adjusted by the National Geodetic Survey in June 1991..
 HA1266
 HA1266.The geoid height was determined by GEOID03.
 HA1266
 HA1266.The dynamic height is computed by dividing the NAVD 88
 HA1266.geopotential number by the normal gravity value computed on the
 HA1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1266.degrees latitude (g = 980.6199 gals.).
 HA1266
 HA1266.The modeled gravity was interpolated from observed gravity values.
 HA1266
 HA1266;                    North         East    Units  Estimated Accuracy
 HA1266;SPC KY1Z     - 1,145,780.    1,306,370.      MT  (+/- 180 meters Scaled)
 HA1266
 HA1266                          SUPERSEDED SURVEY CONTROL
 HA1266
 HA1266.No superseded survey control is available for this station.
 HA1266
 HA1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG167647(NAD 83)
 HA1266_MARKER: I = METAL ROD
 HA1266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1266_SP_SET: STAINLESS STEEL ROD
 HA1266_STAMPING: F 405 1986
 HA1266_MARK LOGO: NGS   
 HA1266_PROJECTION: FLUSH
 HA1266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1266+STABILITY: POSITION/ELEVATION WELL
 HA1266_ROD/PIPE-DEPTH: 12.2 meters
 HA1266
 HA1266  HISTORY     - Date     Condition        Report By
 HA1266  HISTORY     - 1986     MONUMENTED       NGS
 HA1266
 HA1266                          STATION DESCRIPTION
 HA1266
 HA1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1266'9.8 KM (6.1 MI) NE FROM STURGIS.
 HA1266'9.8 KM (6.1 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HA1266'WITH STATE HIGHWAY 109 IN STURGIS, 16.7 M (54.8 FT) WEST OF THE
 HA1266'CENTERLINE OF THE HIGHWAY, 9.3 M (30.5 FT) SOUTH OF THE CENTER OF A
 HA1266'PAVED ROAD, AND 3.8 M (12.5 FT) EAST OF THE EAST LEG OF A SIGN.
 HA1266'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1266'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 HA1266'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1289 ***********************************************************************
 HA1289  DESIGNATION -  F 406
 HA1289  PID         -  HA1289
 HA1289  STATE/COUNTY-  KY/HENDERSON
 HA1289  USGS QUAD   -  WILSON (1993)
 HA1289
 HA1289                         *CURRENT SURVEY CONTROL
 HA1289  ___________________________________________________________________
 HA1289* NAD 83(1986)-  37 48 19.     (N)    087 37 55.     (W)     SCALED    
 HA1289* NAVD 88     -       117.542  (meters)     385.64   (feet)  ADJUSTED  
 HA1289  ___________________________________________________________________
 HA1289  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HA1289  DYNAMIC HT  -         117.461 (meters)     385.37  (feet)  COMP
 HA1289  MODELED GRAV-     979,938.6   (mgal)                       NAVD 88
 HA1289
 HA1289  VERT ORDER  -  FIRST     CLASS II
 HA1289
 HA1289.The horizontal coordinates were scaled from a topographic map and have
 HA1289.an estimated accuracy of +/- 6 seconds.
 HA1289
 HA1289.The orthometric height was determined by differential leveling
 HA1289.and adjusted by the National Geodetic Survey in June 1991..
 HA1289
 HA1289.The geoid height was determined by GEOID03.
 HA1289
 HA1289.The dynamic height is computed by dividing the NAVD 88
 HA1289.geopotential number by the normal gravity value computed on the
 HA1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1289.degrees latitude (g = 980.6199 gals.).
 HA1289
 HA1289.The modeled gravity was interpolated from observed gravity values.
 HA1289
 HA1289;                    North         East    Units  Estimated Accuracy
 HA1289;SPC KY1Z     - 1,165,030.    1,334,300.      MT  (+/- 180 meters Scaled)
 HA1289
 HA1289                          SUPERSEDED SURVEY CONTROL
 HA1289
 HA1289.No superseded survey control is available for this station.
 HA1289
 HA1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG443843(NAD 83)
 HA1289_MARKER: I = METAL ROD
 HA1289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1289_SP_SET: STAINLESS STEEL ROD
 HA1289_STAMPING: F 406 1986
 HA1289_MARK LOGO: NGS   
 HA1289_PROJECTION: RECESSED 1 CENTIMETERS
 HA1289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1289+STABILITY: POSITION/ELEVATION WELL
 HA1289_ROD/PIPE-DEPTH: 14.0 meters
 HA1289
 HA1289  HISTORY     - Date     Condition        Report By
 HA1289  HISTORY     - 1986     MONUMENTED       NGS
 HA1289
 HA1289                          STATION DESCRIPTION
 HA1289
 HA1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1289'7.9 KM (4.9 MI) SW FROM HENDERSON.
 HA1289'7.9 KM (4.9 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HA1289'WITH U.S. HIGHWAY 41 IN HENDERSON, 71.6 M (234.9 FT) SOUTHEAST OF THE
 HA1289'CENTERLINE OF THE HIGHWAY, 15.6 M (51.2 FT) NORTHEAST OF THE NORTHEAST
 HA1289'CORNER OF A HOUSE, 6.9 M (22.6 FT) SOUTHWEST OF THE CENTER OF OLD
 HA1289'CORYDON ROAD, 5.9 M (19.4 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY,
 HA1289'0.8 M (2.6 FT) NORTHEAST OF A CURB, AND 0.7 M (2.3 FT) NORTHWEST OF A
 HA1289'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HA1289'LOGO CAP.
 HA1289'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1419 ***********************************************************************
 HB1419  DESIGNATION -  F 407
 HB1419  PID         -  HB1419
 HB1419  STATE/COUNTY-  KY/CALDWELL
 HB1419  USGS QUAD   -  FREDONIA (1954)
 HB1419
 HB1419                         *CURRENT SURVEY CONTROL
 HB1419  ___________________________________________________________________
 HB1419* NAD 83(1986)-  37 11 29.     (N)    088 01 42.     (W)     SCALED    
 HB1419* NAVD 88     -       143.827  (meters)     471.87   (feet)  ADJUSTED  
 HB1419  ___________________________________________________________________
 HB1419  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HB1419  DYNAMIC HT  -         143.720 (meters)     471.52  (feet)  COMP
 HB1419  MODELED GRAV-     979,881.0   (mgal)                       NAVD 88
 HB1419
 HB1419  VERT ORDER  -  FIRST     CLASS II
 HB1419
 HB1419.The horizontal coordinates were scaled from a topographic map and have
 HB1419.an estimated accuracy of +/- 6 seconds.
 HB1419
 HB1419.The orthometric height was determined by differential leveling
 HB1419.and adjusted by the National Geodetic Survey in June 1991..
 HB1419
 HB1419.The geoid height was determined by GEOID03.
 HB1419
 HB1419.The dynamic height is computed by dividing the NAVD 88
 HB1419.geopotential number by the normal gravity value computed on the
 HB1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1419.degrees latitude (g = 980.6199 gals.).
 HB1419
 HB1419.The modeled gravity was interpolated from observed gravity values.
 HB1419
 HB1419;                    North         East    Units  Estimated Accuracy
 HB1419;SPC KY1Z     - 1,097,700.    1,297,740.      MT  (+/- 180 meters Scaled)
 HB1419
 HB1419                          SUPERSEDED SURVEY CONTROL
 HB1419
 HB1419.No superseded survey control is available for this station.
 HB1419
 HB1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG087165(NAD 83)
 HB1419_MARKER: I = METAL ROD
 HB1419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1419_SP_SET: STAINLESS STEEL ROD
 HB1419_STAMPING: F 407 1986
 HB1419_MARK LOGO: NGS   
 HB1419_PROJECTION: FLUSH
 HB1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1419_ROD/PIPE-DEPTH: 3.8  meters
 HB1419
 HB1419  HISTORY     - Date     Condition        Report By
 HB1419  HISTORY     - 1986     MONUMENTED       NGS
 HB1419
 HB1419                          STATION DESCRIPTION
 HB1419
 HB1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HB1419'3.4 KM (2.1 MI) SE FROM FREDONIA.
 HB1419'3.4 KM (2.1 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 91 FROM ITS JUNCTION
 HB1419'WITH U.S. HIGHWAY 641 IN FREDONIA, 23.4 M (76.8 FT) SOUTHEAST OF A
 HB1419'UTILITY POLE WITH LINE CROSSING THE HIGHWAY, 13.2 M (43.3 FT)
 HB1419'NORTHWEST OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING SOUTHWEST,
 HB1419'AND 8.7 M (28.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 HB1419'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HB1419'THE MARK IS 0.3 METERS  SW FROM  A WITHESS POST AND FENCE
 HB1419'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1956 ***********************************************************************
 HZ1956  DESIGNATION -  F 408
 HZ1956  PID         -  HZ1956
 HZ1956  STATE/COUNTY-  KY/GRANT
 HZ1956  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ1956
 HZ1956                         *CURRENT SURVEY CONTROL
 HZ1956  ___________________________________________________________________
 HZ1956* NAD 83(1986)-  38 42 56.     (N)    084 35 28.     (W)     SCALED    
 HZ1956* NAVD 88     -       289.355  (meters)     949.33   (feet)  ADJUSTED  
 HZ1956  ___________________________________________________________________
 HZ1956  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ1956  DYNAMIC HT  -         289.163 (meters)     948.70  (feet)  COMP
 HZ1956  MODELED GRAV-     979,955.8   (mgal)                       NAVD 88
 HZ1956
 HZ1956  VERT ORDER  -  FIRST     CLASS II
 HZ1956
 HZ1956.The horizontal coordinates were scaled from a topographic map and have
 HZ1956.an estimated accuracy of +/- 6 seconds.
 HZ1956
 HZ1956.The orthometric height was determined by differential leveling
 HZ1956.and adjusted by the National Geodetic Survey in June 1991..
 HZ1956
 HZ1956.The geoid height was determined by GEOID03.
 HZ1956
 HZ1956.The dynamic height is computed by dividing the NAVD 88
 HZ1956.geopotential number by the normal gravity value computed on the
 HZ1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1956.degrees latitude (g = 980.6199 gals.).
 HZ1956
 HZ1956.The modeled gravity was interpolated from observed gravity values.
 HZ1956
 HZ1956;                    North         East    Units  Estimated Accuracy
 HZ1956;SPC KY1Z     - 1,265,020.    1,600,790.      MT  (+/- 180 meters Scaled)
 HZ1956
 HZ1956                          SUPERSEDED SURVEY CONTROL
 HZ1956
 HZ1956.No superseded survey control is available for this station.
 HZ1956
 HZ1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH094879(NAD 83)
 HZ1956_MARKER: I = METAL ROD
 HZ1956_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ1956_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ1956_STAMPING: F 408 1985
 HZ1956_MARK LOGO: NGS   
 HZ1956_PROJECTION: FLUSH
 HZ1956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1956+STABILITY: POSITION/ELEVATION WELL
 HZ1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1956+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 HZ1956_ROD/PIPE-DEPTH: 6.3  meters
 HZ1956_SLEEVE-DEPTH  : 6.1 meters
 HZ1956
 HZ1956  HISTORY     - Date     Condition        Report By
 HZ1956  HISTORY     - 1985     MONUMENTED       NGS
 HZ1956  HISTORY     - 20020930 GOOD             KYDT
 HZ1956
 HZ1956                          STATION DESCRIPTION
 HZ1956
 HZ1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HZ1956'2.1 KM (1.3 MI) SE FROM SHERMAN.
 HZ1956'2.1 KM (1.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 25 FROM THE JUNCTION OF
 HZ1956'SHERMAN-MT ZION ROAD IN SHERMAN TO THE MARK ON THE RIGHT, AT THE
 HZ1956'KENTUCKY STATE POLICE POST BUILDING, 34.90 METERS (114.5 FT) WEST OF
 HZ1956'THE CENTERLINE OF THE HIGHWAY, 27.31 METERS (89.6 FT) NORTH OF THE
 HZ1956'NORTHEAST CORNER OF THE BUILDING, 13.04 METERS (42.8 FT) NORTHEAST OF
 HZ1956'A STEEL ANCHOR FOR GUY CABLES TO A RADIO TOWER, 11.92 METERS (39.1 FT)
 HZ1956'NORTH OF THE NORTH CURB OF A PAVED DRIVE LEADING TO A PARKING AREA AT
 HZ1956'THE REAR OF THE BUILDING.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 HZ1956'A 5-INCH LOGO CAP.
 HZ1956'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 HZ1956
 HZ1956                          STATION RECOVERY (2002)
 HZ1956
 HZ1956'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ1956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1983 ***********************************************************************
 HZ1983  DESIGNATION -  F 409
 HZ1983  PID         -  HZ1983
 HZ1983  STATE/COUNTY-  KY/SCOTT
 HZ1983  USGS QUAD   -  GEORGETOWN (1993)
 HZ1983
 HZ1983                         *CURRENT SURVEY CONTROL
 HZ1983  ___________________________________________________________________
 HZ1983* NAD 83(1986)-  38 12 13.     (N)    084 32 53.     (W)     SCALED    
 HZ1983* NAVD 88     -       275.981  (meters)     905.45   (feet)  ADJUSTED  
 HZ1983  ___________________________________________________________________
 HZ1983  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HZ1983  DYNAMIC HT  -         275.781 (meters)     904.79  (feet)  COMP
 HZ1983  MODELED GRAV-     979,897.1   (mgal)                       NAVD 88
 HZ1983
 HZ1983  VERT ORDER  -  FIRST     CLASS II
 HZ1983
 HZ1983.The horizontal coordinates were scaled from a topographic map and have
 HZ1983.an estimated accuracy of +/- 6 seconds.
 HZ1983
 HZ1983.The orthometric height was determined by differential leveling
 HZ1983.and adjusted by the National Geodetic Survey in June 1991..
 HZ1983
 HZ1983.The geoid height was determined by GEOID03.
 HZ1983
 HZ1983.The dynamic height is computed by dividing the NAVD 88
 HZ1983.geopotential number by the normal gravity value computed on the
 HZ1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1983.degrees latitude (g = 980.6199 gals.).
 HZ1983
 HZ1983.The modeled gravity was interpolated from observed gravity values.
 HZ1983
 HZ1983;                    North         East    Units  Estimated Accuracy
 HZ1983;SPC KY1Z     - 1,208,250.    1,605,270.      MT  (+/- 180 meters Scaled)
 HZ1983
 HZ1983                          SUPERSEDED SURVEY CONTROL
 HZ1983
 HZ1983.No superseded survey control is available for this station.
 HZ1983
 HZ1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH146312(NAD 83)
 HZ1983_MARKER: DB = BENCH MARK DISK
 HZ1983_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1983_SP_SET: WING WALL OF BRIDGE
 HZ1983_STAMPING: F 409 1986
 HZ1983_MARK LOGO: NGS   
 HZ1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1983+STABILITY: SURFACE MOTION
 HZ1983
 HZ1983  HISTORY     - Date     Condition        Report By
 HZ1983  HISTORY     - 1986     MONUMENTED       NGS
 HZ1983
 HZ1983                          STATION DESCRIPTION
 HZ1983
 HZ1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ1983'IN GEORGETOWN.
 HZ1983'IN GEORGETOWN, 0.6 KM (0.4 MI) SOUTH ALONG U.S. HIGHWAY 25 FROM THE
 HZ1983'COURTHOUSE, THENCE 1.0 KM (0.65 MI) EAST ALONG CLAYTON AVENUE TO THE
 HZ1983'MARK ON THE LEFT, IN THE NORTHWEST WING WALL OF THE AVENUE BRIDGE OVER
 HZ1983'THE SOUTHERN RAILROAD, 4.4 METERS (14.5 FT) NORTH OF THE CENTERLINE OF
 HZ1983'THE AVENUE.
 HZ1983'THE MARK IS 0.24 M ABOVE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0943 ***********************************************************************
 HA0943  DESIGNATION -  F 41
 HA0943  PID         -  HA0943
 HA0943  STATE/COUNTY-  KY/HENDERSON
 HA0943  USGS QUAD   -  HENDERSON (1993)
 HA0943
 HA0943                         *CURRENT SURVEY CONTROL
 HA0943  ___________________________________________________________________
 HA0943* NAD 83(1986)-  37 50 37.     (N)    087 35 29.     (W)     SCALED    
 HA0943* NAVD 88     -       129.495  (meters)     424.85   (feet)  ADJUSTED  
 HA0943  ___________________________________________________________________
 HA0943  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HA0943  DYNAMIC HT  -         129.406 (meters)     424.56  (feet)  COMP
 HA0943  MODELED GRAV-     979,941.0   (mgal)                       NAVD 88
 HA0943
 HA0943  VERT ORDER  -  FIRST     CLASS II
 HA0943
 HA0943.The horizontal coordinates were scaled from a topographic map and have
 HA0943.an estimated accuracy of +/- 6 seconds.
 HA0943
 HA0943.The orthometric height was determined by differential leveling
 HA0943.and adjusted by the National Geodetic Survey in June 1991..
 HA0943
 HA0943.The geoid height was determined by GEOID03.
 HA0943
 HA0943.The dynamic height is computed by dividing the NAVD 88
 HA0943.geopotential number by the normal gravity value computed on the
 HA0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0943.degrees latitude (g = 980.6199 gals.).
 HA0943
 HA0943.The modeled gravity was interpolated from observed gravity values.
 HA0943
 HA0943;                    North         East    Units  Estimated Accuracy
 HA0943;SPC KY1Z     - 1,169,210.    1,337,950.      MT  (+/- 180 meters Scaled)
 HA0943
 HA0943                          SUPERSEDED SURVEY CONTROL
 HA0943
 HA0943  NGVD 29 (??/??/92)  129.599  (m)          425.19   (f) ADJ UNCH    1 2
 HA0943
 HA0943.Superseded values are not recommended for survey control.
 HA0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0943.See file dsdata.txt to determine how the superseded data were derived.
 HA0943
 HA0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG479886(NAD 83)
 HA0943_MARKER: DB = BENCH MARK DISK
 HA0943_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HA0943_SP_SET: BRIDGE ABUTMENT
 HA0943_STAMPING: F 41 1934
 HA0943_MARK LOGO: CGS   
 HA0943_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0943
 HA0943  HISTORY     - Date     Condition        Report By
 HA0943  HISTORY     - 1934     MONUMENTED       CGS
 HA0943  HISTORY     - 1953     GOOD             NGS
 HA0943  HISTORY     - 1964     GOOD             NGS
 HA0943  HISTORY     - 1985     GOOD             NGS
 HA0943  HISTORY     - 19930821 GOOD             KYDT
 HA0943
 HA0943                          STATION DESCRIPTION
 HA0943
 HA0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0943'AT HENDERSON.
 HA0943'AT HENDERSON, AT THE SOUTHEAST END OF THE LOUISVILLE AND NASHVILLE
 HA0943'RAILROAD BRIDGE OVER THE OHIO RIVER, IN THE TOP OF THE NORTHEAST
 HA0943'END OF SOUTHEAST ABUTMENT OF BRIDGE, 4 1/2 FEET NORTHEAST OF
 HA0943'NORTHEAST RAIL, 1 1/2 FEET SOUTHWEST OF CONCRETE BASE OF BLOCK
 HA0943'SIGNAL NO. 313.4 AND ABOUT 2 FEET BELOW TOP OF RAIL.
 HA0943
 HA0943                          STATION RECOVERY (1964)
 HA0943
 HA0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HA0943'RECOVERED IN GOOD CONDITION.
 HA0943
 HA0943                          STATION RECOVERY (1985)
 HA0943
 HA0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA0943'RECOVERED IN GOOD CONDITION.
 HA0943
 HA0943                          STATION RECOVERY (1993)
 HA0943
 HA0943'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 HA0943'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0750 ***********************************************************************
 HA0750  DESIGNATION -  F 41 X
 HA0750  PID         -  HA0750
 HA0750  STATE/COUNTY-  KY/MUHLENBERG
 HA0750  USGS QUAD   -  EQUALITY (1983)
 HA0750
 HA0750                         *CURRENT SURVEY CONTROL
 HA0750  ___________________________________________________________________
 HA0750* NAD 83(1986)-  37 22 45.     (N)    087 05 45.     (W)     SCALED    
 HA0750* NAVD 88     -       121.822  (meters)     399.68   (feet)  ADJUSTED  
 HA0750  ___________________________________________________________________
 HA0750  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HA0750  DYNAMIC HT  -         121.732 (meters)     399.38  (feet)  COMP
 HA0750  MODELED GRAV-     979,888.8   (mgal)                       NAVD 88
 HA0750
 HA0750  VERT ORDER  -  SECOND    CLASS 0
 HA0750
 HA0750.The horizontal coordinates were scaled from a topographic map and have
 HA0750.an estimated accuracy of +/- 6 seconds.
 HA0750
 HA0750.The orthometric height was determined by differential leveling
 HA0750.and adjusted by the National Geodetic Survey in June 1991..
 HA0750
 HA0750.The geoid height was determined by GEOID03.
 HA0750
 HA0750.The dynamic height is computed by dividing the NAVD 88
 HA0750.geopotential number by the normal gravity value computed on the
 HA0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0750.degrees latitude (g = 980.6199 gals.).
 HA0750
 HA0750.The modeled gravity was interpolated from observed gravity values.
 HA0750
 HA0750;                    North         East    Units  Estimated Accuracy
 HA0750;SPC KY1Z     - 1,116,930.    1,380,810.      MT  (+/- 180 meters Scaled)
 HA0750
 HA0750                          SUPERSEDED SURVEY CONTROL
 HA0750
 HA0750  NGVD 29 (??/??/92)  121.925  (m)          400.02   (f) ADJ UNCH    2 0
 HA0750
 HA0750.Superseded values are not recommended for survey control.
 HA0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0750.See file dsdata.txt to determine how the superseded data were derived.
 HA0750
 HA0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG915369(NAD 83)
 HA0750_MARKER: DB = BENCH MARK DISK
 HA0750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0750_SP_SET: BRIDGE
 HA0750_STAMPING: F 41 X 1935
 HA0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0750
 HA0750  HISTORY     - Date     Condition        Report By
 HA0750  HISTORY     - 1935     MONUMENTED       CGS
 HA0750
 HA0750                          STATION DESCRIPTION
 HA0750
 HA0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0750'2.8 MI NE FROM MOORMAN.
 HA0750'2.8 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0750'FROM THE STATION AT MOORMAN, MUHLENBERG COUNTY, 0.4 MILE WEST OF
 HA0750'MILEPOST 116, AT A ONE-SPAN STEEL DRAWBRIDGE OVER GREEN RIVER,
 HA0750'IN THE TOP OF THE SOUTHWEST CORNER OF THE WEST CONCRETE BRIDGE
 HA0750'SEAT, 1.5 FEET NORTH OF THE SOUTH EDGE OF THE BRIDGE SEAT, 11
 HA0750'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 8 FEET LOWER THAN THE
 HA0750'TRACK.  A STANDARD DISK, STAMPED F 41 X 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2674 ***********************************************************************
 GZ2674  DESIGNATION -  F 410
 GZ2674  PID         -  GZ2674
 GZ2674  STATE/COUNTY-  KY/JESSAMINE
 GZ2674  USGS QUAD   -  WILMORE (1979)
 GZ2674
 GZ2674                         *CURRENT SURVEY CONTROL
 GZ2674  ___________________________________________________________________
 GZ2674* NAD 83(1986)-  37 51 52.     (N)    084 38 11.     (W)     SCALED    
 GZ2674* NAVD 88     -       268.819  (meters)     881.95   (feet)  ADJUSTED  
 GZ2674  ___________________________________________________________________
 GZ2674  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GZ2674  DYNAMIC HT  -         268.616 (meters)     881.28  (feet)  COMP
 GZ2674  MODELED GRAV-     979,868.0   (mgal)                       NAVD 88
 GZ2674
 GZ2674  VERT ORDER  -  FIRST     CLASS II
 GZ2674
 GZ2674.The horizontal coordinates were scaled from a topographic map and have
 GZ2674.an estimated accuracy of +/- 6 seconds.
 GZ2674
 GZ2674.The orthometric height was determined by differential leveling
 GZ2674.and adjusted by the National Geodetic Survey in June 1991..
 GZ2674
 GZ2674.The geoid height was determined by GEOID03.
 GZ2674
 GZ2674.The dynamic height is computed by dividing the NAVD 88
 GZ2674.geopotential number by the normal gravity value computed on the
 GZ2674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2674.degrees latitude (g = 980.6199 gals.).
 GZ2674
 GZ2674.The modeled gravity was interpolated from observed gravity values.
 GZ2674
 GZ2674;                    North         East    Units  Estimated Accuracy
 GZ2674;SPC KY1Z     - 1,170,510.    1,597,980.      MT  (+/- 180 meters Scaled)
 GZ2674
 GZ2674                          SUPERSEDED SURVEY CONTROL
 GZ2674
 GZ2674.No superseded survey control is available for this station.
 GZ2674
 GZ2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG079934(NAD 83)
 GZ2674_MARKER: DB = BENCH MARK DISK
 GZ2674_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2674_SP_SET: ROCK OUTCROP
 GZ2674_STAMPING: F 410 1985
 GZ2674_MARK LOGO: NGS   
 GZ2674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2674+STABILITY: POSITION/ELEVATION WELL
 GZ2674
 GZ2674  HISTORY     - Date     Condition        Report By
 GZ2674  HISTORY     - 1985     MONUMENTED       NGS
 GZ2674
 GZ2674                          STATION DESCRIPTION
 GZ2674
 GZ2674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2674'2.5 KM (1.55 MI) EAST FROM WILMORE.
 GZ2674'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF
 GZ2674'MAIN STREET IN WILMORE, THENCE 2.1 KM (1.3 MI) EAST ALONG COLLEGE ROAD
 GZ2674'TO THE MARK ON THE RIGHT, IN ROCK OUTCROP, 0.08 KM (O.05 MI) WEST OF
 GZ2674'THE JUNCTION OF DANE LANE, 4.57 METERS (15.0 FT) SOUTH OF THE
 GZ2674'CENTERLINE OF THE ROAD, 10.72 METERS ( 35.2 FT) SOUTHEAST AND ACROSS
 GZ2674'THE ROAD FROM A POWER POLE WITH LINES CROSSING THE ROAD, 4.57 METERS
 GZ2674'OF A WOODEN FENCE.
 GZ2674'THE MARK IS 0.45 METERS  E FROM  A WITNESS POST
 GZ2674'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0086 ***********************************************************************
 GZ0086  DESIGNATION -  F 42
 GZ0086  PID         -  GZ0086
 GZ0086  STATE/COUNTY-  KY/MADISON
 GZ0086  USGS QUAD   -  BIGHILL (1979)
 GZ0086
 GZ0086                         *CURRENT SURVEY CONTROL
 GZ0086  ___________________________________________________________________
 GZ0086* NAD 83(1986)-  37 36 57.     (N)    084 13 41.     (W)     SCALED    
 GZ0086* NAVD 88     -       322.215  (meters)    1057.13   (feet)  ADJUSTED  
 GZ0086  ___________________________________________________________________
 GZ0086  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GZ0086  DYNAMIC HT  -         321.971 (meters)    1056.33  (feet)  COMP
 GZ0086  MODELED GRAV-     979,864.4   (mgal)                       NAVD 88
 GZ0086
 GZ0086  VERT ORDER  -  SECOND    CLASS 0
 GZ0086
 GZ0086.The horizontal coordinates were scaled from a topographic map and have
 GZ0086.an estimated accuracy of +/- 6 seconds.
 GZ0086
 GZ0086.The orthometric height was determined by differential leveling
 GZ0086.and adjusted by the National Geodetic Survey in June 1991..
 GZ0086
 GZ0086.The geoid height was determined by GEOID03.
 GZ0086
 GZ0086.The dynamic height is computed by dividing the NAVD 88
 GZ0086.geopotential number by the normal gravity value computed on the
 GZ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0086.degrees latitude (g = 980.6199 gals.).
 GZ0086
 GZ0086.The modeled gravity was interpolated from observed gravity values.
 GZ0086
 GZ0086;                    North         East    Units  Estimated Accuracy
 GZ0086;SPC KY1Z     - 1,143,430.    1,634,350.      MT  (+/- 180 meters Scaled)
 GZ0086
 GZ0086                          SUPERSEDED SURVEY CONTROL
 GZ0086
 GZ0086  NGVD 29 (??/??/92)  322.362  (m)         1057.62   (f) ADJ UNCH    2 0
 GZ0086
 GZ0086.Superseded values are not recommended for survey control.
 GZ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0086.See file dsdata.txt to determine how the superseded data were derived.
 GZ0086
 GZ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG446668(NAD 83)
 GZ0086_MARKER: DB = BENCH MARK DISK
 GZ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0086_STAMPING: F 42 1935 1057.616
 GZ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0086+STABILITY: SURFACE MOTION
 GZ0086
 GZ0086  HISTORY     - Date     Condition        Report By
 GZ0086  HISTORY     - 1935     MONUMENTED       CGS
 GZ0086  HISTORY     - 1957     GOOD             NGS
 GZ0086
 GZ0086                          STATION DESCRIPTION
 GZ0086
 GZ0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ0086'2.4 MI S FROM KINGSTON.
 GZ0086'2.4 MILES SOUTH ALONG U.S. HIGHWAY 421 FROM THE CROSSROAD AND
 GZ0086'POTTS GARAGE AT KINGSTON, 0.1 MILE SOUTHEAST OF THE JUNCTION OF
 GZ0086'STATE HIGHWAY 1016, AT THE BRICK SCHOOL, 44 YARDS NORTH OF THE
 GZ0086'CONCRETE STEPS TO NORTH ENTRANCE TO SCHOOL, 18 FEET NORTHWEST
 GZ0086'OF THE NORTH CORNER OF SCHOOL YARD, 43 YARDS NORTHWEST OF GATE TO
 GZ0086'THE SCHOOL GROUNDS, 31 FEET EAST OF THE EXTENDED LINE OF THE
 GZ0086'WEST WALL OF SCHOOL HOUSE, SOUTHWEST AND ACROSS HIGHWAY FROM
 GZ0086'BOBTOWN UNION CHURCH, 28.5 FEET SOUTHWEST OF THE CENTER LINE OF
 GZ0086'HIGHWAY AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.  STANDARD DISK
 GZ0086'IN CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1314 ***********************************************************************
 GB1314  DESIGNATION -  F 43
 GB1314  PID         -  GB1314
 GB1314  STATE/COUNTY-  KY/CLINTON
 GB1314  USGS QUAD   -  ALBANY (1982)
 GB1314
 GB1314                         *CURRENT SURVEY CONTROL
 GB1314  ___________________________________________________________________
 GB1314* NAD 83(1986)-  36 41 42.     (N)    085 08 07.     (W)     SCALED    
 GB1314* NAVD 88     -       296.907  (meters)     974.10   (feet)  ADJUSTED  
 GB1314  ___________________________________________________________________
 GB1314  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GB1314  DYNAMIC HT  -         296.649 (meters)     973.26  (feet)  COMP
 GB1314  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 GB1314
 GB1314  VERT ORDER  -  SECOND    CLASS 0
 GB1314
 GB1314.The horizontal coordinates were scaled from a topographic map and have
 GB1314.an estimated accuracy of +/- 6 seconds.
 GB1314
 GB1314.The orthometric height was determined by differential leveling
 GB1314.and adjusted by the National Geodetic Survey in June 1991..
 GB1314
 GB1314.The geoid height was determined by GEOID03.
 GB1314
 GB1314.The dynamic height is computed by dividing the NAVD 88
 GB1314.geopotential number by the normal gravity value computed on the
 GB1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1314.degrees latitude (g = 980.6199 gals.).
 GB1314
 GB1314.The modeled gravity was interpolated from observed gravity values.
 GB1314
 GB1314;                    North         East    Units  Estimated Accuracy
 GB1314;SPC KY1Z     - 1,040,320.    1,554,940.      MT  (+/- 180 meters Scaled)
 GB1314
 GB1314                          SUPERSEDED SURVEY CONTROL
 GB1314
 GB1314  NGVD 29 (??/??/92)  297.030  (m)          974.51   (f) ADJ UNCH    2 0
 GB1314
 GB1314.Superseded values are not recommended for survey control.
 GB1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1314.See file dsdata.txt to determine how the superseded data were derived.
 GB1314
 GB1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF665626(NAD 83)
 GB1314_MARKER: DB = BENCH MARK DISK
 GB1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1314_STAMPING: F 43 1935 974.604 974.506
 GB1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1314+STABILITY: SURFACE MOTION
 GB1314
 GB1314  HISTORY     - Date     Condition        Report By
 GB1314  HISTORY     - 1935     MONUMENTED       CGS
 GB1314  HISTORY     - 1951     GOOD             NGS
 GB1314  HISTORY     - 1958     POOR             NGS
 GB1314
 GB1314                          STATION DESCRIPTION
 GB1314
 GB1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1314'AT ALBANY.
 GB1314'AT ALBANY, ABOUT 0.25 MILE NORTH ALONG STATE HIGHWAY 90 FROM THE
 GB1314'COURT HOUSE, AT A DRIVE AND WALK WEST TO THE SCHOOL, 35 1/2 FEET
 GB1314'WEST OF CENTER LINE OF HIGHWAY, 17 1/2 FEET SOUTH OF CENTER LINE
 GB1314'OF THE NORTH ONE OF TWO BLACK TOP DRIVES TO SCHOOL, 44 FEET
 GB1314'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A MONUMENT TO WORLD
 GB1314'WAR I AND II VETERANS, 2.4 FEET WEST OF THE WEST EDGE OF A SIDE
 GB1314'WALK, 3 FEET NORTHWEST OF NORTHWEST EDGE OF A CONCRETE WALK
 GB1314'LEADING SOUTHWEST AND CONNECTING TO MAIN WALK LEADING TO SCHOOL,
 GB1314'2 1/2 FEET SOUTH OF A BOARD FENCE, 3 1/2 FEET SOUTHWEST OF A
 GB1314'POWER POLE WITH A STREET LIGHT, 1 FOOT BELOW HIGHWAY AND SET IN
 GB1314'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 GB1314
 GB1314                          STATION RECOVERY (1958)
 GB1314
 GB1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1314'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1022 ***********************************************************************
 GB1022  DESIGNATION -  F 44
 GB1022  PID         -  GB1022
 GB1022  STATE/COUNTY-  KY/WAYNE
 GB1022  USGS QUAD   -  MONTICELLO (1977)
 GB1022
 GB1022                         *CURRENT SURVEY CONTROL
 GB1022  ___________________________________________________________________
 GB1022* NAD 83(1986)-  36 49 56.     (N)    084 50 51.     (W)     SCALED    
 GB1022* NAVD 88     -       285.328  (meters)     936.11   (feet)  ADJUSTED  
 GB1022  ___________________________________________________________________
 GB1022  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GB1022  DYNAMIC HT  -         285.092 (meters)     935.34  (feet)  COMP
 GB1022  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 GB1022
 GB1022  VERT ORDER  -  SECOND    CLASS 0
 GB1022
 GB1022.The horizontal coordinates were scaled from a topographic map and have
 GB1022.an estimated accuracy of +/- 6 seconds.
 GB1022
 GB1022.The orthometric height was determined by differential leveling
 GB1022.and adjusted by the National Geodetic Survey in June 1991..
 GB1022
 GB1022.The geoid height was determined by GEOID03.
 GB1022
 GB1022.The dynamic height is computed by dividing the NAVD 88
 GB1022.geopotential number by the normal gravity value computed on the
 GB1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1022.degrees latitude (g = 980.6199 gals.).
 GB1022
 GB1022.The modeled gravity was interpolated from observed gravity values.
 GB1022
 GB1022;                    North         East    Units  Estimated Accuracy
 GB1022;SPC KY1Z     - 1,055,760.    1,580,510.      MT  (+/- 180 meters Scaled)
 GB1022
 GB1022                          SUPERSEDED SURVEY CONTROL
 GB1022
 GB1022  NGVD 29 (??/??/92)  285.468  (m)          936.57   (f) ADJ UNCH    2 0
 GB1022
 GB1022.Superseded values are not recommended for survey control.
 GB1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1022.See file dsdata.txt to determine how the superseded data were derived.
 GB1022
 GB1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF919784(NAD 83)
 GB1022_MARKER: DB = BENCH MARK DISK
 GB1022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1022_SP_SET: BUILDING
 GB1022_STAMPING: F 44 1935 936.573
 GB1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1022
 GB1022  HISTORY     - Date     Condition        Report By
 GB1022  HISTORY     - 1935     MONUMENTED       CGS
 GB1022  HISTORY     - 1951     GOOD             NGS
 GB1022  HISTORY     - 1957     POOR             NGS
 GB1022
 GB1022                          STATION DESCRIPTION
 GB1022
 GB1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1022'AT MONTICELLO.
 GB1022'AT MONTICELLO, ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 90
 GB1022'FROM THE COURT HOUSE, SET VERTICALLY IN SOUTHWEST FACE AT SOUTH
 GB1022'CORNER OF ARMORY, 1 1/2 FEET NORTHWEST OF SOUTH CORNER OF
 GB1022'BUILDING, 7 FEET NORTHWEST OF NORTHWEST CURB OF HIGHWAY AND
 GB1022'ABOUT 2 1/2 FEET ABOVE GROUND.
 GB1022
 GB1022                          STATION RECOVERY (1957)
 GB1022
 GB1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1022'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2882 ***********************************************************************
 GY2882  DESIGNATION -  F 45
 GY2882  PID         -  GY2882
 GY2882  STATE/COUNTY-  KY/LEE
 GY2882  USGS QUAD   -  BEATTYVILLE (1983)
 GY2882
 GY2882                         *CURRENT SURVEY CONTROL
 GY2882  ___________________________________________________________________
 GY2882* NAD 83(1986)-  37 33 44.     (N)    083 43 47.     (W)     SCALED    
 GY2882* NAVD 88     -       203.986  (meters)     669.24   (feet)  ADJUSTED  
 GY2882  ___________________________________________________________________
 GY2882  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GY2882  DYNAMIC HT  -         203.830 (meters)     668.73  (feet)  COMP
 GY2882  MODELED GRAV-     979,862.1   (mgal)                       NAVD 88
 GY2882
 GY2882  VERT ORDER  -  SECOND    CLASS 0
 GY2882
 GY2882.The horizontal coordinates were scaled from a topographic map and have
 GY2882.an estimated accuracy of +/- 6 seconds.
 GY2882
 GY2882.The orthometric height was determined by differential leveling
 GY2882.and adjusted by the National Geodetic Survey in June 1991..
 GY2882
 GY2882.The geoid height was determined by GEOID03.
 GY2882
 GY2882.The dynamic height is computed by dividing the NAVD 88
 GY2882.geopotential number by the normal gravity value computed on the
 GY2882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2882.degrees latitude (g = 980.6199 gals.).
 GY2882
 GY2882.The modeled gravity was interpolated from observed gravity values.
 GY2882
 GY2882;                    North         East    Units  Estimated Accuracy
 GY2882;SPC KY1Z     - 1,138,320.    1,678,470.      MT  (+/- 180 meters Scaled)
 GY2882
 GY2882                          SUPERSEDED SURVEY CONTROL
 GY2882
 GY2882  NGVD 29 (??/??/92)  204.150  (m)          669.78   (f) ADJ UNCH    2 0
 GY2882
 GY2882.Superseded values are not recommended for survey control.
 GY2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2882.See file dsdata.txt to determine how the superseded data were derived.
 GY2882
 GY2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB588607(NAD 83)
 GY2882_MARKER: DB = BENCH MARK DISK
 GY2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2882_STAMPING: F 45 1935
 GY2882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2882+STABILITY: SURFACE MOTION
 GY2882
 GY2882  HISTORY     - Date     Condition        Report By
 GY2882  HISTORY     - 1935     MONUMENTED       CGS
 GY2882  HISTORY     - 1958     MARK NOT FOUND   NGS
 GY2882
 GY2882                          STATION DESCRIPTION
 GY2882
 GY2882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY2882'2.2 MI W FROM BEATTYVILLE.
 GY2882'2.0 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GY2882'THE STATION AT BEATTYVILLE, LEE COUNTY, 110 YARDS EAST OF
 GY2882'MILEPOST L 174, 28 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2
 GY2882'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 45 1935 AND
 GY2882'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0239 ***********************************************************************
 GZ0239  DESIGNATION -  F 48
 GZ0239  PID         -  GZ0239
 GZ0239  STATE/COUNTY-  KY/LAUREL
 GZ0239  USGS QUAD   -  BERNSTADT (1969)
 GZ0239
 GZ0239                         *CURRENT SURVEY CONTROL
 GZ0239  ___________________________________________________________________
 GZ0239* NAD 83(1986)-  37 13 42.     (N)    084 09 42.     (W)     SCALED    
 GZ0239* NAVD 88     -       282.965  (meters)     928.36   (feet)  ADJUSTED  
 GZ0239  ___________________________________________________________________
 GZ0239  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GZ0239  DYNAMIC HT  -         282.746 (meters)     927.64  (feet)  COMP
 GZ0239  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 GZ0239
 GZ0239  VERT ORDER  -  SECOND    CLASS 0
 GZ0239
 GZ0239.The horizontal coordinates were scaled from a topographic map and have
 GZ0239.an estimated accuracy of +/- 6 seconds.
 GZ0239
 GZ0239.The orthometric height was determined by differential leveling
 GZ0239.and adjusted by the National Geodetic Survey in June 1991..
 GZ0239
 GZ0239.The geoid height was determined by GEOID03.
 GZ0239
 GZ0239.The dynamic height is computed by dividing the NAVD 88
 GZ0239.geopotential number by the normal gravity value computed on the
 GZ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0239.degrees latitude (g = 980.6199 gals.).
 GZ0239
 GZ0239.The modeled gravity was interpolated from observed gravity values.
 GZ0239
 GZ0239;                    North         East    Units  Estimated Accuracy
 GZ0239;SPC KY1Z     - 1,100,530.    1,640,950.      MT  (+/- 180 meters Scaled)
 GZ0239
 GZ0239                          SUPERSEDED SURVEY CONTROL
 GZ0239
 GZ0239  NGVD 29 (??/??/92)  283.120  (m)          928.87   (f) ADJ UNCH    2 0
 GZ0239
 GZ0239.Superseded values are not recommended for survey control.
 GZ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0239.See file dsdata.txt to determine how the superseded data were derived.
 GZ0239
 GZ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG518239(NAD 83)
 GZ0239_MARKER: DB = BENCH MARK DISK
 GZ0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0239_SP_SET: BRIDGE ABUTMENT
 GZ0239_STAMPING: F 48 1935 928.870
 GZ0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0239
 GZ0239  HISTORY     - Date     Condition        Report By
 GZ0239  HISTORY     - 1935     MONUMENTED       CGS
 GZ0239  HISTORY     - 1950     GOOD             NGS
 GZ0239  HISTORY     - 1958     GOOD             NGS
 GZ0239
 GZ0239                          STATION DESCRIPTION
 GZ0239
 GZ0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0239'2.1 MI S FROM HAZEL PATCH.
 GZ0239'ABOUT 2.1 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE
 GZ0239'RAILROAD FROM THE STATION AT HAZEL PATCH, ABOUT 6 RAILS SOUTHEAST
 GZ0239'OF THE SOUTHEAST END OF OLD TUNNEL NO. 8, SET IN THE TOP OF THE
 GZ0239'NORTHEAST END OF THE SOUTHEAST ABUTMENT OF RAILROAD BRIDGE NO.
 GZ0239'31, 6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHWEST
 GZ0239'TRACK AND ABOUT 3 FEET BELOW THE TRACK.
 GZ0239
 GZ0239                          STATION RECOVERY (1958)
 GZ0239
 GZ0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0092 ***********************************************************************
 GB0092  DESIGNATION -  F 49
 GB0092  PID         -  GB0092
 GB0092  STATE/COUNTY-  KY/WHITLEY
 GB0092  USGS QUAD   -  WOFFORD (1982)
 GB0092
 GB0092                         *CURRENT SURVEY CONTROL
 GB0092  ___________________________________________________________________
 GB0092* NAD 83(1986)-  36 46 11.     (N)    084 09 12.     (W)     SCALED    
 GB0092* NAVD 88     -       282.860  (meters)     928.02   (feet)  ADJUSTED  
 GB0092  ___________________________________________________________________
 GB0092  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 GB0092  DYNAMIC HT  -         282.627 (meters)     927.25  (feet)  COMP
 GB0092  MODELED GRAV-     979,801.5   (mgal)                       NAVD 88
 GB0092
 GB0092  VERT ORDER  -  SECOND    CLASS 0
 GB0092
 GB0092.The horizontal coordinates were scaled from a topographic map and have
 GB0092.an estimated accuracy of +/- 6 seconds.
 GB0092
 GB0092.The orthometric height was determined by differential leveling
 GB0092.and adjusted by the National Geodetic Survey in June 1991..
 GB0092
 GB0092.The geoid height was determined by GEOID03.
 GB0092
 GB0092.The dynamic height is computed by dividing the NAVD 88
 GB0092.geopotential number by the normal gravity value computed on the
 GB0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0092.degrees latitude (g = 980.6199 gals.).
 GB0092
 GB0092.The modeled gravity was interpolated from observed gravity values.
 GB0092
 GB0092;                    North         East    Units  Estimated Accuracy
 GB0092;SPC KY1Z     - 1,049,650.    1,642,560.      MT  (+/- 180 meters Scaled)
 GB0092
 GB0092                          SUPERSEDED SURVEY CONTROL
 GB0092
 GB0092  NGVD 29 (??/??/92)  283.017  (m)          928.53   (f) ADJ UNCH    2 0
 GB0092
 GB0092.Superseded values are not recommended for survey control.
 GB0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0092.See file dsdata.txt to determine how the superseded data were derived.
 GB0092
 GB0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF540731(NAD 83)
 GB0092_MARKER: DB = BENCH MARK DISK
 GB0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0092_SP_SET: SIGNAL BASE
 GB0092_STAMPING: F 49 1935 928.532
 GB0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0092
 GB0092  HISTORY     - Date     Condition        Report By
 GB0092  HISTORY     - 1935     MONUMENTED       CGS
 GB0092  HISTORY     - 1950     GOOD             NGS
 GB0092  HISTORY     - 1957     POOR             NGS
 GB0092
 GB0092                          STATION DESCRIPTION
 GB0092
 GB0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0092'2.5 MI N FROM WILLIAMSBURG.
 GB0092'ABOUT 2.5 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0092'FROM THE STATION AT WILLIAMSBURG, AT THE OVERPASS OF U.S. HIGHWAY
 GB0092'25W OVER THE TRACK, 107 FEET NORTHEAST OF THE CENTER OF THE
 GB0092'OVERPASS, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 10 1/2 FEET
 GB0092'NORTH-NORTHWEST OF THE FIRST TELEPHONE POLE NORTHEAST OF OVERPASS,
 GB0092'ABOUT 1 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF AN
 GB0092'ABANDONED CONCRETE SIGNAL BASE ABOUT FLUSH WITH THE GROUND.
 GB0092
 GB0092                          STATION RECOVERY (1957)
 GB0092
 GB0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0092'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2307 ***********************************************************************
 GB2307  DESIGNATION -  F 49 RESET 1976
 GB2307  PID         -  GB2307
 GB2307  STATE/COUNTY-  KY/WHITLEY
 GB2307  USGS QUAD   -  WOFFORD (1982)
 GB2307
 GB2307                         *CURRENT SURVEY CONTROL
 GB2307  ___________________________________________________________________
 GB2307* NAD 83(1986)-  36 46 11.     (N)    084 09 12.     (W)     SCALED    
 GB2307* NAVD 88     -       283.17   (meters)     929.0    (feet)  RESET     
 GB2307  ___________________________________________________________________
 GB2307  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 GB2307
 GB2307  VERT ORDER  -  THIRD
 GB2307
 GB2307.The horizontal coordinates were scaled from a topographic map and have
 GB2307.an estimated accuracy of +/- 6 seconds.
 GB2307
 GB2307.The orthometric height was computed from unverified reset data.
 GB2307.No vertical observational check was made to the station.
 GB2307
 GB2307.The geoid height was determined by GEOID03.
 GB2307
 GB2307;                    North         East    Units  Estimated Accuracy
 GB2307;SPC KY1Z     - 1,049,650.    1,642,560.      MT  (+/- 180 meters Scaled)
 GB2307
 GB2307                          SUPERSEDED SURVEY CONTROL
 GB2307
 GB2307  NGVD 29 (10/08/05)  283.33   (m)          929.6    (f) RESET       3  
 GB2307
 GB2307.Superseded values are not recommended for survey control.
 GB2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2307.See file dsdata.txt to determine how the superseded data were derived.
 GB2307
 GB2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF540731(NAD 83)
 GB2307_MARKER: DB = BENCH MARK DISK
 GB2307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB2307_SP_SET: RAILROAD PIER
 GB2307_STAMPING: F 49 RESET 1976
 GB2307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB2307+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GB2307
 GB2307  HISTORY     - Date     Condition        Report By
 GB2307  HISTORY     - 1976     MONUMENTED       NGS
 GB2307  HISTORY     - 20060112 GOOD             KYTC
 GB2307
 GB2307                          STATION DESCRIPTION
 GB2307
 GB2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GB2307'2.5 MI NORTH FROM WILLIAMSBURG.
 GB2307'2.5 MILES NORTH ALONG THE L AND N RAILROAD FROM THE STATION IN
 GB2307'WILLIAMSBURG, AT THE OVERPASS OF U.S. HIGHWAY 25 WEST OF THE
 GB2307'RAILROAD, IN THE CONCRETE BASE OF THE NORTH 1 OF 2 PIERS ON THE
 GB2307'WEST OF RAILROAD TRACKS, 10 FEET NORTHWEST OF THE NORTHWEST RAIL
 GB2307'OF THE TRACKS, 1 FOOT SOUTH OF THE NORTH EDGE OF THE BASE, 1.5
 GB2307'FEET WEST OF THE EAST EDGE OF THE BASE, 1 FOOT NORTHEAST OF THE
 GB2307'NORTHEAST CORNER OF THE PIER AND ABOUT 300 FEET NORTHEAST OF THE
 GB2307'KELLER INDUSTRIES PLANT.
 GB2307
 GB2307                          STATION RECOVERY (2006)
 GB2307
 GB2307'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB2307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0122 ***********************************************************************
 GB0122  DESIGNATION -  F 50
 GB0122  PID         -  GB0122
 GB0122  STATE/COUNTY-  KY/WHITLEY
 GB0122  USGS QUAD   -  HOLLYHILL (1982)
 GB0122
 GB0122                         *CURRENT SURVEY CONTROL
 GB0122  ___________________________________________________________________
 GB0122* NAD 83(1986)-  36 40 18.     (N)    084 18 03.     (W)     SCALED    
 GB0122* NAVD 88     -       309.245  (meters)    1014.58   (feet)  ADJUSTED  
 GB0122  ___________________________________________________________________
 GB0122  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GB0122  DYNAMIC HT  -         308.992 (meters)    1013.75  (feet)  COMP
 GB0122  MODELED GRAV-     979,807.2   (mgal)                       NAVD 88
 GB0122
 GB0122  VERT ORDER  -  SECOND    CLASS 0
 GB0122
 GB0122.The horizontal coordinates were scaled from a topographic map and have
 GB0122.an estimated accuracy of +/- 6 seconds.
 GB0122
 GB0122.The orthometric height was determined by differential leveling
 GB0122.and adjusted by the National Geodetic Survey in June 1991..
 GB0122
 GB0122.The geoid height was determined by GEOID03.
 GB0122
 GB0122.The dynamic height is computed by dividing the NAVD 88
 GB0122.geopotential number by the normal gravity value computed on the
 GB0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0122.degrees latitude (g = 980.6199 gals.).
 GB0122
 GB0122.The modeled gravity was interpolated from observed gravity values.
 GB0122
 GB0122;                    North         East    Units  Estimated Accuracy
 GB0122;SPC KY1Z     - 1,038,560.    1,629,560.      MT  (+/- 180 meters Scaled)
 GB0122
 GB0122                          SUPERSEDED SURVEY CONTROL
 GB0122
 GB0122  NGVD 29 (??/??/92)  309.392  (m)         1015.06   (f) ADJ UNCH    2 0
 GB0122
 GB0122.Superseded values are not recommended for survey control.
 GB0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0122.See file dsdata.txt to determine how the superseded data were derived.
 GB0122
 GB0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF412618(NAD 83)
 GB0122_MARKER: DB = BENCH MARK DISK
 GB0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0122_SP_SET: ABUTMENT
 GB0122_STAMPING: F 50 1935 1015.064
 GB0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0122+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1996
 GB0122
 GB0122  HISTORY     - Date     Condition        Report By
 GB0122  HISTORY     - 1935     MONUMENTED       CGS
 GB0122  HISTORY     - 1951     GOOD             NGS
 GB0122  HISTORY     - 1957     GOOD             NGS
 GB0122  HISTORY     - 19960619 GOOD             KYDT
 GB0122
 GB0122                          STATION DESCRIPTION
 GB0122
 GB0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0122'11 MI SW FROM WILLIAMSBURG.
 GB0122'ABOUT 10.95 MILES SOUTHWEST ALONG STATE HIGHWAY 92 FROM THE
 GB0122'LOUISVILLE AND NASHVILLE RAILROAD STATION AT WILLIAMSBURG, ABOUT
 GB0122'0.2 MILE EAST OF THE WHITLEY-MC CREARY COUNTY LINE, ABOUT 90
 GB0122'YARDS WEST OF THE JUNCTION OF A GRAVEL ROAD NORTHWEST, SET IN
 GB0122'THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF A 60-FOOT BRIDGE
 GB0122'OVER MARSH CREEK, 12 FEET NORTH OF THE CENTER LINE OF THE
 GB0122'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THE MARK IS
 GB0122'ALSO 9.4 MILES EAST OF PINE KNOT.
 GB0122
 GB0122                          STATION RECOVERY (1957)
 GB0122
 GB0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0122'RECOVERED IN GOOD CONDITION.
 GB0122
 GB0122                          STATION RECOVERY (1996)
 GB0122
 GB0122'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0122'GRAVEL ROAD NORTHWEST NOW KY 1673 AND BLACKTOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0494 ***********************************************************************
 GZ0494  DESIGNATION -  F 51
 GZ0494  PID         -  GZ0494
 GZ0494  STATE/COUNTY-  KY/PULASKI
 GZ0494  USGS QUAD   -  SHOPVILLE (1987)
 GZ0494
 GZ0494                         *CURRENT SURVEY CONTROL
 GZ0494  ___________________________________________________________________
 GZ0494* NAD 83(1986)-  37 09 30.     (N)    084 28 48.     (W)     SCALED    
 GZ0494* NAVD 88     -       267.962  (meters)     879.14   (feet)  ADJUSTED  
 GZ0494  ___________________________________________________________________
 GZ0494  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GZ0494  DYNAMIC HT  -         267.756 (meters)     878.46  (feet)  COMP
 GZ0494  MODELED GRAV-     979,856.6   (mgal)                       NAVD 88
 GZ0494
 GZ0494  VERT ORDER  -  SECOND    CLASS 0
 GZ0494
 GZ0494.The horizontal coordinates were scaled from a topographic map and have
 GZ0494.an estimated accuracy of +/- 6 seconds.
 GZ0494
 GZ0494.The orthometric height was determined by differential leveling
 GZ0494.and adjusted by the National Geodetic Survey in June 1991..
 GZ0494
 GZ0494.The geoid height was determined by GEOID03.
 GZ0494
 GZ0494.The dynamic height is computed by dividing the NAVD 88
 GZ0494.geopotential number by the normal gravity value computed on the
 GZ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0494.degrees latitude (g = 980.6199 gals.).
 GZ0494
 GZ0494.The modeled gravity was interpolated from observed gravity values.
 GZ0494
 GZ0494;                    North         East    Units  Estimated Accuracy
 GZ0494;SPC KY1Z     - 1,092,330.    1,612,810.      MT  (+/- 180 meters Scaled)
 GZ0494
 GZ0494                          SUPERSEDED SURVEY CONTROL
 GZ0494
 GZ0494  NGVD 29 (??/??/92)  268.127  (m)          879.68   (f) ADJ UNCH    2 0
 GZ0494
 GZ0494.Superseded values are not recommended for survey control.
 GZ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0494.See file dsdata.txt to determine how the superseded data were derived.
 GZ0494
 GZ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG237154(NAD 83)
 GZ0494_MARKER: DB = BENCH MARK DISK
 GZ0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0494_SP_SET: BRIDGE ABUTMENT
 GZ0494_STAMPING: F 51 1935 879.680
 GZ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0494
 GZ0494  HISTORY     - Date     Condition        Report By
 GZ0494  HISTORY     - 1935     MONUMENTED       CGS
 GZ0494  HISTORY     - 1957     GOOD             NGS
 GZ0494  HISTORY     - 1958     GOOD             NGS
 GZ0494
 GZ0494                          STATION DESCRIPTION
 GZ0494
 GZ0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ0494'AT SHOPVILLE.
 GZ0494'AT SHOPVILLE, ABOUT 0.2 MILES EAST ALONG STATE HIGHWAY 80 FROM
 GZ0494'THE SCHOOL, 0.15 MILE EAST OF THE FELLOWSHIP METHODIST CHURCH
 GZ0494'(BUILT IN 1953), AT A CROSSROAD, 100 YARDS WEST AND ACROSS ROAD
 GZ0494'SOUTH FROM LARGE STONE HOUSE, AT A CONCRETE BRIDGE OVER FLAT
 GZ0494'LICK CREEK, SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT,
 GZ0494'15 FEET SOUTH OF THE CENTER LINE OF HIGHWAY AND ABOUT LEVEL
 GZ0494'WITH HIGHWAY.  NOTE-- THE MARK IS MUTILATED BUT SOLID.  A NEW
 GZ0494'CHURCH HAS BEEN CONSTRUCTED 0.15 MILE WEST OF MARK, THE OLD
 GZ0494'CHURCH WAS TORN DOWN.
 GZ0494
 GZ0494                          STATION RECOVERY (1958)
 GZ0494
 GZ0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2435 ***********************************************************************
 GY2435  DESIGNATION -  F 52
 GY2435  PID         -  GY2435
 GY2435  STATE/COUNTY-  KY/CLAY
 GY2435  USGS QUAD   -  HIMA (1979)
 GY2435
 GY2435                         *CURRENT SURVEY CONTROL
 GY2435  ___________________________________________________________________
 GY2435* NAD 83(1986)-  37 06 55.     (N)    083 48 07.     (W)     SCALED    
 GY2435* NAVD 88     -       269.245  (meters)     883.35   (feet)  ADJUSTED  
 GY2435  ___________________________________________________________________
 GY2435  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GY2435  DYNAMIC HT  -         269.031 (meters)     882.65  (feet)  COMP
 GY2435  MODELED GRAV-     979,828.6   (mgal)                       NAVD 88
 GY2435
 GY2435  VERT ORDER  -  SECOND    CLASS 0
 GY2435
 GY2435.The horizontal coordinates were scaled from a topographic map and have
 GY2435.an estimated accuracy of +/- 6 seconds.
 GY2435
 GY2435.The orthometric height was determined by differential leveling
 GY2435.and adjusted by the National Geodetic Survey in June 1991..
 GY2435
 GY2435.The geoid height was determined by GEOID03.
 GY2435
 GY2435.The dynamic height is computed by dividing the NAVD 88
 GY2435.geopotential number by the normal gravity value computed on the
 GY2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2435.degrees latitude (g = 980.6199 gals.).
 GY2435
 GY2435.The modeled gravity was interpolated from observed gravity values.
 GY2435
 GY2435;                    North         East    Units  Estimated Accuracy
 GY2435;SPC KY1Z     - 1,088,590.    1,673,120.      MT  (+/- 180 meters Scaled)
 GY2435
 GY2435                          SUPERSEDED SURVEY CONTROL
 GY2435
 GY2435  NGVD 29 (??/??/92)  269.403  (m)          883.87   (f) ADJ UNCH    2 0
 GY2435
 GY2435.Superseded values are not recommended for survey control.
 GY2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2435.See file dsdata.txt to determine how the superseded data were derived.
 GY2435
 GY2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB510113(NAD 83)
 GY2435_MARKER: DB = BENCH MARK DISK
 GY2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2435_STAMPING: F 52 1935 883.866
 GY2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2435+STABILITY: SURFACE MOTION
 GY2435
 GY2435  HISTORY     - Date     Condition        Report By
 GY2435  HISTORY     - 1935     MONUMENTED       CGS
 GY2435  HISTORY     - 1950     GOOD             NGS
 GY2435  HISTORY     - 1957     GOOD             NGS
 GY2435  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2435
 GY2435                          STATION DESCRIPTION
 GY2435
 GY2435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2435'0.8 MI W FROM SIBERT.
 GY2435'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GY2435'AT SIBERT, NEAR THE CENTER OF A CURVE WITH TANGENTS EXTENDING
 GY2435'SOUTHWEST AND EAST, 90 FEET NORTHEAST OF TELEPHONE POLE NO. 621,
 GY2435'49 FEET NORTHEAST OF TWO 8-INCH SYCAMORE TREES IN FENCE LINE, 47
 GY2435'FEET SOUTHWEST OF THE SOUTHEAST END OF A 24-INCH PIPE CULVERT
 GY2435'UNDER HIGHWAY, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GY2435'HIGHWAY, 3 1/2 FEET NORTHWEST OF A FENCE LINE, ABOUT 1 FOOT BELOW
 GY2435'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 GY2435'INCHES.
 GY2435
 GY2435                          STATION RECOVERY (1957)
 GY2435
 GY2435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2435'RECOVERED IN GOOD CONDITION.
 GY2435
 GY2435                          STATION RECOVERY (1977)
 GY2435
 GY2435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2034 ***********************************************************************
 GY2034  DESIGNATION -  F 53
 GY2034  PID         -  GY2034
 GY2034  STATE/COUNTY-  KY/LESLIE
 GY2034  USGS QUAD   -  HYDEN WEST (1980)
 GY2034
 GY2034                         *CURRENT SURVEY CONTROL
 GY2034  ___________________________________________________________________
 GY2034* NAD 83(1986)-  37 09 07.     (N)    083 23 39.     (W)     SCALED    
 GY2034* NAVD 88     -       264.179  (meters)     866.73   (feet)  ADJUSTED  
 GY2034  ___________________________________________________________________
 GY2034  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GY2034  DYNAMIC HT  -         263.967 (meters)     866.03  (feet)  COMP
 GY2034  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 GY2034
 GY2034  VERT ORDER  -  SECOND    CLASS 0
 GY2034
 GY2034.The horizontal coordinates were scaled from a topographic map and have
 GY2034.an estimated accuracy of +/- 6 seconds.
 GY2034
 GY2034.The orthometric height was determined by differential leveling
 GY2034.and adjusted by the National Geodetic Survey in June 1991..
 GY2034
 GY2034.The geoid height was determined by GEOID03.
 GY2034
 GY2034.The dynamic height is computed by dividing the NAVD 88
 GY2034.geopotential number by the normal gravity value computed on the
 GY2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2034.degrees latitude (g = 980.6199 gals.).
 GY2034
 GY2034.The modeled gravity was interpolated from observed gravity values.
 GY2034
 GY2034;                    North         East    Units  Estimated Accuracy
 GY2034;SPC KY1Z     - 1,093,500.    1,709,250.      MT  (+/- 180 meters Scaled)
 GY2034
 GY2034                          SUPERSEDED SURVEY CONTROL
 GY2034
 GY2034  NGVD 29 (??/??/92)  264.346  (m)          867.28   (f) ADJ UNCH    2 0
 GY2034
 GY2034.Superseded values are not recommended for survey control.
 GY2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2034.See file dsdata.txt to determine how the superseded data were derived.
 GY2034
 GY2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB873144(NAD 83)
 GY2034_MARKER: DB = BENCH MARK DISK
 GY2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2034_STAMPING: F 53 1935 867.275
 GY2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2034+STABILITY: SURFACE MOTION
 GY2034
 GY2034  HISTORY     - Date     Condition        Report By
 GY2034  HISTORY     - 1935     MONUMENTED       CGS
 GY2034  HISTORY     - 1957     POOR             NGS
 GY2034  HISTORY     - 1977     POOR             USGS
 GY2034
 GY2034                          STATION DESCRIPTION
 GY2034
 GY2034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2034'1.4 MI W FROM HYDEN.
 GY2034'1.4 MILES WEST ALONG STATE HIGHWAY 80 FROM THE COURT HOUSE AT
 GY2034'HYDEN, DIRECTLY ACROSS HIGHWAY FROM A DIRT ROAD NORTH, 50 YARDS
 GY2034'SOUTH SOUTHEAST AND ACROSS HIGHWAY FROM SMALL GREEN HOUSE WITH
 GY2034'HIGH CONCRETE BLOCK FOUNDATION UNDER THE FRONT PORCH, 54 FEET
 GY2034'EAST OF THE EAST END OF THE SOUTH HEAD WALL OF CULVERT FOR
 GY2034'SMALL BRANCH, 33 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 21.5
 GY2034'FEET EAST OF SCHOOL BUS SHELTER HOUSE, IN THE SOUTH RIGHT-OF-WAY
 GY2034'FENCE LINE, 5 FEET EAST OF A TELEPHONE POLE, ABOUT LEVEL WITH
 GY2034'HIGHWAY.
 GY2034
 GY2034                          STATION RECOVERY (1977)
 GY2034
 GY2034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2034'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2727 ***********************************************************************
 GA2727  DESIGNATION -  F 54
 GA2727  PID         -  GA2727
 GA2727  STATE/COUNTY-  KY/BELL
 GA2727  USGS QUAD   -  PINEVILLE (1974)
 GA2727
 GA2727                         *CURRENT SURVEY CONTROL
 GA2727  ___________________________________________________________________
 GA2727* NAD 83(1986)-  36 47 33.     (N)    083 44 26.     (W)     SCALED    
 GA2727* NAVD 88     -       308.964  (meters)    1013.66   (feet)  ADJUSTED  
 GA2727  ___________________________________________________________________
 GA2727  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GA2727  DYNAMIC HT  -         308.705 (meters)    1012.81  (feet)  COMP
 GA2727  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GA2727
 GA2727  VERT ORDER  -  SECOND    CLASS 0
 GA2727
 GA2727.The horizontal coordinates were scaled from a topographic map and have
 GA2727.an estimated accuracy of +/- 6 seconds.
 GA2727
 GA2727.The orthometric height was determined by differential leveling
 GA2727.and adjusted by the National Geodetic Survey in June 1991..
 GA2727
 GA2727.The geoid height was determined by GEOID03.
 GA2727
 GA2727.The dynamic height is computed by dividing the NAVD 88
 GA2727.geopotential number by the normal gravity value computed on the
 GA2727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2727.degrees latitude (g = 980.6199 gals.).
 GA2727
 GA2727.The modeled gravity was interpolated from observed gravity values.
 GA2727
 GA2727;                    North         East    Units  Estimated Accuracy
 GA2727;SPC KY1Z     - 1,052,890.    1,679,350.      MT  (+/- 180 meters Scaled)
 GA2727
 GA2727                          SUPERSEDED SURVEY CONTROL
 GA2727
 GA2727  NGVD 29 (??/??/92)  309.116  (m)         1014.16   (f) ADJ UNCH    2 0
 GA2727
 GA2727.Superseded values are not recommended for survey control.
 GA2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2727.See file dsdata.txt to determine how the superseded data were derived.
 GA2727
 GA2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA554753(NAD 83)
 GA2727_MARKER: DB = BENCH MARK DISK
 GA2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2727_STAMPING: F 54 1935 1014.158
 GA2727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2727+STABILITY: SURFACE MOTION
 GA2727
 GA2727  HISTORY     - Date     Condition        Report By
 GA2727  HISTORY     - 1935     MONUMENTED       CGS
 GA2727  HISTORY     - 1957     POOR             NGS
 GA2727  HISTORY     - 1975     GOOD             NGS
 GA2727
 GA2727                          STATION DESCRIPTION
 GA2727
 GA2727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2727'AT FOUR MILE.
 GA2727'AT FOUR MILE, 125 FEET NORTHWEST OF THE STATION SIGN, 56.7 FEET
 GA2727'SOUTH OF THE SOUTH RAIL, 54 FEET NORTHEAST ACROSS OLD U.S. HIGHWAY
 GA2727'25 FROM TELEPHONE POLE NO. 1142, 46 FEET EAST OF A TELEPHONE POLE
 GA2727'AT WHICH THERE IS A SLIGHT JOG IN LINE, 32 FEET NORTH OF OLD
 GA2727'HIGHWAY, 9 FEET WEST OF THE CENTER OF A CONCRETE WALK EXTENDED,
 GA2727'LEADING TO CONCRETE BLOCK HOUSE SOUTH OF HIGHWAY, 3 FEET BELOW
 GA2727'LEVEL OF TRACK, 3 FEET EAST OF FENCE CORNER, 2.5 FEET ABOVE LEVEL
 GA2727'OF HIGHWAY.
 GA2727
 GA2727                          STATION RECOVERY (1975)
 GA2727
 GA2727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0907 ***********************************************************************
 HZ0907  DESIGNATION -  F 55
 HZ0907  PID         -  HZ0907
 HZ0907  STATE/COUNTY-  KY/TRIMBLE
 HZ0907  USGS QUAD   -  MADISON EAST (1994)
 HZ0907
 HZ0907                         *CURRENT SURVEY CONTROL
 HZ0907  ___________________________________________________________________
 HZ0907* NAD 83(1986)-  38 43 29.     (N)    085 22 09.     (W)     SCALED    
 HZ0907* NAVD 88     -       141.369  (meters)     463.81   (feet)  ADJUSTED  
 HZ0907  ___________________________________________________________________
 HZ0907  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0907  DYNAMIC HT  -         141.275 (meters)     463.50  (feet)  COMP
 HZ0907  MODELED GRAV-     979,961.4   (mgal)                       NAVD 88
 HZ0907
 HZ0907  VERT ORDER  -  FIRST     CLASS II
 HZ0907
 HZ0907.The horizontal coordinates were scaled from a topographic map and have
 HZ0907.an estimated accuracy of +/- 6 seconds.
 HZ0907
 HZ0907.The orthometric height was determined by differential leveling
 HZ0907.and adjusted by the National Geodetic Survey in June 1991..
 HZ0907
 HZ0907.The geoid height was determined by GEOID03.
 HZ0907
 HZ0907.The dynamic height is computed by dividing the NAVD 88
 HZ0907.geopotential number by the normal gravity value computed on the
 HZ0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0907.degrees latitude (g = 980.6199 gals.).
 HZ0907
 HZ0907.The modeled gravity was interpolated from observed gravity values.
 HZ0907
 HZ0907;                    North         East    Units  Estimated Accuracy
 HZ0907;SPC KY1Z     - 1,265,480.    1,533,120.      MT  (+/- 180 meters Scaled)
 HZ0907
 HZ0907                          SUPERSEDED SURVEY CONTROL
 HZ0907
 HZ0907  NGVD 29 (??/??/92)  141.537  (m)          464.36   (f) ADJ UNCH    1 2
 HZ0907
 HZ0907.Superseded values are not recommended for survey control.
 HZ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0907.See file dsdata.txt to determine how the superseded data were derived.
 HZ0907
 HZ0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH417874(NAD 83)
 HZ0907_MARKER: DB = BENCH MARK DISK
 HZ0907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0907_SP_SET: BUILDING
 HZ0907_STAMPING: F 55 1935
 HZ0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0907
 HZ0907  HISTORY     - Date     Condition        Report By
 HZ0907  HISTORY     - 1935     MONUMENTED       CGS
 HZ0907  HISTORY     - 1954     GOOD             NGS
 HZ0907  HISTORY     - 1963     GOOD             NGS
 HZ0907
 HZ0907                          STATION DESCRIPTION
 HZ0907
 HZ0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ0907'AT MILTON.
 HZ0907'AT MILTON, ABOUT 1 BLOCK NORTH ALONG STATE HIGHWAY 36 FROM THE
 HZ0907'JUNCTION OF U.S. HIGHWAY 21, SET VERTICALLY IN THE NORTH BRICK
 HZ0907'WALL OF FARMERS BANK BUILDING, 28 FEET WEST OF NORTHEAST CORNER
 HZ0907'OF BUILDING, 13 FEET EAST OF NORTHWEST CORNER OF BUILDING,
 HZ0907'10 FEET EAST OF CENTER OF A REAR ENTRANCE DOORWAY TO NORTH
 HZ0907'SIDE OF BANK AND 5 1/4 FEET ABOVE LEVEL OF SIDE WALK.
 HZ0907
 HZ0907                          STATION RECOVERY (1963)
 HZ0907
 HZ0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1340 ***********************************************************************
 GZ1340  DESIGNATION -  F 56
 GZ1340  PID         -  GZ1340
 GZ1340  STATE/COUNTY-  KY/MARION
 GZ1340  USGS QUAD   -  LEBANON WEST (1994)
 GZ1340
 GZ1340                         *CURRENT SURVEY CONTROL
 GZ1340  ___________________________________________________________________
 GZ1340* NAD 83(1986)-  37 33 59.     (N)    085 15 02.     (W)     SCALED    
 GZ1340* NAVD 88     -       238.395  (meters)     782.13   (feet)  ADJUSTED  
 GZ1340  ___________________________________________________________________
 GZ1340  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GZ1340  DYNAMIC HT  -         238.207 (meters)     781.52  (feet)  COMP
 GZ1340  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 GZ1340
 GZ1340  VERT ORDER  -  SECOND    CLASS 0
 GZ1340
 GZ1340.The horizontal coordinates were scaled from a topographic map and have
 GZ1340.an estimated accuracy of +/- 6 seconds.
 GZ1340
 GZ1340.The orthometric height was determined by differential leveling
 GZ1340.and adjusted by the National Geodetic Survey in June 1991..
 GZ1340
 GZ1340.The geoid height was determined by GEOID03.
 GZ1340
 GZ1340.The dynamic height is computed by dividing the NAVD 88
 GZ1340.geopotential number by the normal gravity value computed on the
 GZ1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1340.degrees latitude (g = 980.6199 gals.).
 GZ1340
 GZ1340.The modeled gravity was interpolated from observed gravity values.
 GZ1340
 GZ1340;                    North         East    Units  Estimated Accuracy
 GZ1340;SPC KY1Z     - 1,136,970.    1,544,120.      MT  (+/- 180 meters Scaled)
 GZ1340
 GZ1340                          SUPERSEDED SURVEY CONTROL
 GZ1340
 GZ1340  NGVD 29 (??/??/92)  238.530  (m)          782.58   (f) ADJ UNCH    2 0
 GZ1340
 GZ1340.Superseded values are not recommended for survey control.
 GZ1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1340.See file dsdata.txt to determine how the superseded data were derived.
 GZ1340
 GZ1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG545591(NAD 83)
 GZ1340_MARKER: DB = BENCH MARK DISK
 GZ1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1340_STAMPING: F 56 1935
 GZ1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1340+STABILITY: SURFACE MOTION
 GZ1340
 GZ1340  HISTORY     - Date     Condition        Report By
 GZ1340  HISTORY     - 1935     MONUMENTED       CGS
 GZ1340  HISTORY     - 1951     GOOD             NGS
 GZ1340  HISTORY     - 1958     MARK NOT FOUND   NGS
 GZ1340
 GZ1340                          STATION DESCRIPTION
 GZ1340
 GZ1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1340'AT LEBANON.
 GZ1340'AT LEBANON, ABOUT 0.25 MILE SOUTHEAST ALONG SPALDING AVENUE FROM
 GZ1340'THE JUNCTION OF U.S. HIGHWAY 68, AT THE INTERSECTION OF SPALDING
 GZ1340'AVENUE AND THE LEBANON-CAMPBELLSVILLE TRACK OF THE LOUISVILLE
 GZ1340'AND NASHVILLE RAILROAD, 19 1/2 FEET NORTHEAST OF THE CENTER
 GZ1340'LINE OF SPALDING AVENUE, 22 FEET NORTHWEST OF THE NORTHWEST
 GZ1340'RAIL OF THE TRACK, 48 FEET SOUTH OF THE SOUTH CORNER OF HOUSE
 GZ1340'NO. 325, 12.4 FEET NORTH OF A CROSSING WARNING SIGN, 6.4
 GZ1340'FEET WEST-NORTHWEST OF A FENCE CORNER, 1/2 FOOT WEST OF A WHITE
 GZ1340'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE TRACK AND SET IN THE
 GZ1340'TOP OF A CONCRETE POST ABOUT 6 INCHES UNDERGROUND.
 GZ1340
 GZ1340                          STATION RECOVERY (1958)
 GZ1340
 GZ1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1195 ***********************************************************************
 HZ1195  DESIGNATION -  F 57
 HZ1195  PID         -  HZ1195
 HZ1195  STATE/COUNTY-  KY/SPENCER
 HZ1195  USGS QUAD   -  TAYLORSVILLE (1993)
 HZ1195
 HZ1195                         *CURRENT SURVEY CONTROL
 HZ1195  ___________________________________________________________________
 HZ1195* NAD 83(1986)-  38 05 17.     (N)    085 20 23.     (W)     SCALED    
 HZ1195* NAVD 88     -       214.681  (meters)     704.33   (feet)  ADJUSTED  
 HZ1195  ___________________________________________________________________
 HZ1195  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ1195  DYNAMIC HT  -         214.525 (meters)     703.82  (feet)  COMP
 HZ1195  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 HZ1195
 HZ1195  VERT ORDER  -  SECOND    CLASS 0
 HZ1195
 HZ1195.The horizontal coordinates were scaled from a topographic map and have
 HZ1195.an estimated accuracy of +/- 6 seconds.
 HZ1195
 HZ1195.The orthometric height was determined by differential leveling
 HZ1195.and adjusted by the National Geodetic Survey in June 1991..
 HZ1195
 HZ1195.The geoid height was determined by GEOID03.
 HZ1195
 HZ1195.The dynamic height is computed by dividing the NAVD 88
 HZ1195.geopotential number by the normal gravity value computed on the
 HZ1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1195.degrees latitude (g = 980.6199 gals.).
 HZ1195
 HZ1195.The modeled gravity was interpolated from observed gravity values.
 HZ1195
 HZ1195;                    North         East    Units  Estimated Accuracy
 HZ1195;SPC KY1Z     - 1,194,820.    1,535,990.      MT  (+/- 180 meters Scaled)
 HZ1195
 HZ1195                          SUPERSEDED SURVEY CONTROL
 HZ1195
 HZ1195  NGVD 29 (??/??/92)  214.839  (m)          704.85   (f) ADJ UNCH    2 0
 HZ1195
 HZ1195.Superseded values are not recommended for survey control.
 HZ1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1195.See file dsdata.txt to determine how the superseded data were derived.
 HZ1195
 HZ1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH455168(NAD 83)
 HZ1195_MARKER: DB = BENCH MARK DISK
 HZ1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1195_STAMPING: F 57 1935
 HZ1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1195+STABILITY: SURFACE MOTION
 HZ1195
 HZ1195  HISTORY     - Date     Condition        Report By
 HZ1195  HISTORY     - 1935     MONUMENTED       CGS
 HZ1195
 HZ1195                          STATION DESCRIPTION
 HZ1195
 HZ1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ1195'4.3 MI N FROM TAYLORSVILLE.
 HZ1195'4.3 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ1195'FROM THE STATION AT TAYLORSVILLE, SPENCER COUNTY, 0.7 MILE SOUTH
 HZ1195'OF NORMANDY, 0.2 MILE SOUTHEAST OF A LARGE WHITE HOUSE, AT A
 HZ1195'DIRT-ROAD CROSSING, 35.2 FEET SOUTH OF THE CENTERLINE OF THE
 HZ1195'ROAD, 18.7 FEET WEST OF THE WEST RAIL, AND ABOUT 3 FEET HIGHER
 HZ1195'THAN THE TRACK.  A STANDARD DISK, STAMPED F 57 1935 AND SET
 HZ1195'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE
 HZ1195'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2208 ***********************************************************************
 GZ2208  DESIGNATION -  F 58
 GZ2208  PID         -  GZ2208
 GZ2208  STATE/COUNTY-  KY/GREEN
 GZ2208  USGS QUAD   -  MAGNOLIA (1961)
 GZ2208
 GZ2208                         *CURRENT SURVEY CONTROL
 GZ2208  ___________________________________________________________________
 GZ2208* NAD 83(1986)-  37 26 06.     (N)    085 39 17.     (W)     SCALED    
 GZ2208* NAVD 88     -       242.868  (meters)     796.81   (feet)  ADJUSTED  
 GZ2208  ___________________________________________________________________
 GZ2208  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GZ2208  DYNAMIC HT  -         242.678 (meters)     796.19  (feet)  COMP
 GZ2208  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 GZ2208
 GZ2208  VERT ORDER  -  SECOND    CLASS 0
 GZ2208
 GZ2208.The horizontal coordinates were scaled from a topographic map and have
 GZ2208.an estimated accuracy of +/- 6 seconds.
 GZ2208
 GZ2208.The orthometric height was determined by differential leveling
 GZ2208.and adjusted by the National Geodetic Survey in June 1991..
 GZ2208
 GZ2208.The geoid height was determined by GEOID03.
 GZ2208
 GZ2208.The dynamic height is computed by dividing the NAVD 88
 GZ2208.geopotential number by the normal gravity value computed on the
 GZ2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2208.degrees latitude (g = 980.6199 gals.).
 GZ2208
 GZ2208.The modeled gravity was interpolated from observed gravity values.
 GZ2208
 GZ2208;                    North         East    Units  Estimated Accuracy
 GZ2208;SPC KY1Z     - 1,122,270.    1,508,430.      MT  (+/- 180 meters Scaled)
 GZ2208
 GZ2208                          SUPERSEDED SURVEY CONTROL
 GZ2208
 GZ2208  NGVD 29 (??/??/92)  242.986  (m)          797.20   (f) ADJ UNCH    2 0
 GZ2208
 GZ2208.Superseded values are not recommended for survey control.
 GZ2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2208.See file dsdata.txt to determine how the superseded data were derived.
 GZ2208
 GZ2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG190439(NAD 83)
 GZ2208_MARKER: DB = BENCH MARK DISK
 GZ2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2208_STAMPING: F 58 1935
 GZ2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2208+STABILITY: SURFACE MOTION
 GZ2208
 GZ2208  HISTORY     - Date     Condition        Report By
 GZ2208  HISTORY     - 1935     MONUMENTED       CGS
 GZ2208  HISTORY     - 1951     GOOD             NGS
 GZ2208  HISTORY     - 1982     GOOD             KYDT
 GZ2208
 GZ2208                          STATION DESCRIPTION
 GZ2208
 GZ2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ2208'1.1 MI NW FROM CREAL.
 GZ2208'ABOUT 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 GZ2208'OFFICE AT CREAL, ABOUT 0.6 MILE SOUTHEAST OF A CROSSROAD
 GZ2208'AND THE LARUE-GREEN COUNTY LINE, ON THE SOUTHEAST SLOPE OF A
 GZ2208'LONG CROOKED HILL, 33 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 GZ2208'THE HIGHWAY, 46 FEET EAST OF THE NORTHEAST END OF A 36-INCH
 GZ2208'PIPE CULVERT WITH CONCRETE HEAD WALLS, 1 FOOT SOUTHWEST OF A
 GZ2208'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 GZ2208'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ2208
 GZ2208                          STATION RECOVERY (1982)
 GZ2208
 GZ2208'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2208'(ADD TO DESCRIPTION) 1.5 FT. S.E. OF METAL WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2362 ***********************************************************************
 GZ2362  DESIGNATION -  F 59
 GZ2362  PID         -  GZ2362
 GZ2362  STATE/COUNTY-  KY/HARDIN
 GZ2362  USGS QUAD   -  COLESBURG (1991)
 GZ2362
 GZ2362                         *CURRENT SURVEY CONTROL
 GZ2362  ___________________________________________________________________
 GZ2362* NAD 83(1986)-  37 47 03.     (N)    085 46 24.     (W)     SCALED    
 GZ2362* NAVD 88     -       135.993  (meters)     446.17   (feet)  ADJUSTED  
 GZ2362  ___________________________________________________________________
 GZ2362  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GZ2362  DYNAMIC HT  -         135.893 (meters)     445.84  (feet)  COMP
 GZ2362  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 GZ2362
 GZ2362  VERT ORDER  -  SECOND    CLASS 0
 GZ2362
 GZ2362.The horizontal coordinates were scaled from a topographic map and have
 GZ2362.an estimated accuracy of +/- 6 seconds.
 GZ2362
 GZ2362.The orthometric height was determined by differential leveling
 GZ2362.and adjusted by the National Geodetic Survey in June 1991..
 GZ2362
 GZ2362.The geoid height was determined by GEOID03.
 GZ2362
 GZ2362.The dynamic height is computed by dividing the NAVD 88
 GZ2362.geopotential number by the normal gravity value computed on the
 GZ2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2362.degrees latitude (g = 980.6199 gals.).
 GZ2362
 GZ2362.The modeled gravity was interpolated from observed gravity values.
 GZ2362
 GZ2362;                    North         East    Units  Estimated Accuracy
 GZ2362;SPC KY1Z     - 1,161,020.    1,497,950.      MT  (+/- 180 meters Scaled)
 GZ2362
 GZ2362                          SUPERSEDED SURVEY CONTROL
 GZ2362
 GZ2362  NGVD 29 (??/??/92)  136.130  (m)          446.62   (f) ADJ UNCH    2 0
 GZ2362
 GZ2362.Superseded values are not recommended for survey control.
 GZ2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2362.See file dsdata.txt to determine how the superseded data were derived.
 GZ2362
 GZ2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG080825(NAD 83)
 GZ2362_MARKER: DB = BENCH MARK DISK
 GZ2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2362_STAMPING: F 59 1935
 GZ2362_MARK LOGO: CGS   
 GZ2362_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2362+STABILITY: SURFACE MOTION
 GZ2362
 GZ2362  HISTORY     - Date     Condition        Report By
 GZ2362  HISTORY     - 1935     MONUMENTED       CGS
 GZ2362  HISTORY     - 1983     GOOD             KYDT
 GZ2362  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GZ2362  HISTORY     - 19930721 GOOD             KYDT
 GZ2362
 GZ2362                          STATION DESCRIPTION
 GZ2362
 GZ2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ2362'AT COLESBURG.
 GZ2362'AT COLESBURG, HARDIN COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GZ2362'RAILROAD, ABOUT 100 YARDS SOUTH OF THE SOUTHWEST CORNER OF THE
 GZ2362'STATION, 94 YARDS SOUTH OF A GRAVEL-ROAD CROSSING, 17 YARDS
 GZ2362'WEST OF THE WEST RAIL, 1.2 FEET EAST OF A FENCE AND ABOUT 3-1/2
 GZ2362'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 59 1935
 GZ2362'AND SET IN THE TOP OF A CONCRETE POST.
 GZ2362
 GZ2362                          STATION RECOVERY (1983)
 GZ2362
 GZ2362'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ2362'RECOVERED IN GOOD CONDITION.
 GZ2362
 GZ2362                          STATION RECOVERY (1988)
 GZ2362
 GZ2362'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 GZ2362'MARK NOT FOUND.
 GZ2362
 GZ2362                          STATION RECOVERY (1993)
 GZ2362
 GZ2362'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RHG)
 GZ2362'IN THE COMMUNITY OF COLESBURG, IN NORTHEASTERN HARDIN COUNTY, ON THE
 GZ2362'CSX RAILROAD, FORMERLY THE L AND N RAILROAD, ABOUT 350 FEET (106.7 M)
 GZ2362'SOUTH-SOUTHWEST OF HODGENVILLE - SHEPHERDSVILLE ROAD CROSSING, 54 FEET
 GZ2362'(16.5 M) WEST OF WEST RAIL OF WEST SET OF TRACKS, ABOUT 6.5 FEET (2.0
 GZ2362'M) LOWER THAN TRACK, ABOUT 23 YARDS EAST OF THE NORTHEAST CORNER OF A
 GZ2362'1 STORY FRAME HOUSE BELONGING TO ALENE ROUTON, 6 FEET (1.8 M) SOUTH OF
 GZ2362'EAST CLOTHES LINE POST SET IN THE TOP OF A CONCRETE POST PROJECTING .5
 GZ2362'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2325 ***********************************************************************
 GZ2325  DESIGNATION -  F 6
 GZ2325  PID         -  GZ2325
 GZ2325  STATE/COUNTY-  KY/HARDIN
 GZ2325  USGS QUAD   -  VINE GROVE (1991)
 GZ2325
 GZ2325                         *CURRENT SURVEY CONTROL
 GZ2325  ___________________________________________________________________
 GZ2325* NAD 83(1986)-  37 48 37.     (N)    085 58 55.     (W)     SCALED    
 GZ2325* NAVD 88     -       207.624  (meters)     681.18   (feet)  ADJUSTED  
 GZ2325  ___________________________________________________________________
 GZ2325  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 GZ2325  DYNAMIC HT  -         207.471 (meters)     680.68  (feet)  COMP
 GZ2325  MODELED GRAV-     979,887.7   (mgal)                       NAVD 88
 GZ2325
 GZ2325  VERT ORDER  -  FIRST     CLASS II
 GZ2325
 GZ2325.The horizontal coordinates were scaled from a topographic map and have
 GZ2325.an estimated accuracy of +/- 6 seconds.
 GZ2325
 GZ2325.The orthometric height was determined by differential leveling
 GZ2325.and adjusted by the National Geodetic Survey in June 1991..
 GZ2325
 GZ2325.The geoid height was determined by GEOID03.
 GZ2325
 GZ2325.The dynamic height is computed by dividing the NAVD 88
 GZ2325.geopotential number by the normal gravity value computed on the
 GZ2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2325.degrees latitude (g = 980.6199 gals.).
 GZ2325
 GZ2325.The modeled gravity was interpolated from observed gravity values.
 GZ2325
 GZ2325;                    North         East    Units  Estimated Accuracy
 GZ2325;SPC KY1Z     - 1,163,940.    1,479,580.      MT  (+/- 180 meters Scaled)
 GZ2325
 GZ2325                          SUPERSEDED SURVEY CONTROL
 GZ2325
 GZ2325  NGVD 29 (??/??/92)  207.743  (m)          681.57   (f) ADJ UNCH    1 2
 GZ2325
 GZ2325.Superseded values are not recommended for survey control.
 GZ2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2325.See file dsdata.txt to determine how the superseded data were derived.
 GZ2325
 GZ2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG896852(NAD 83)
 GZ2325_MARKER: DB = BENCH MARK DISK
 GZ2325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2325_SP_SET: BUILDING
 GZ2325_STAMPING: F 6 1921
 GZ2325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2325
 GZ2325  HISTORY     - Date     Condition        Report By
 GZ2325  HISTORY     - 1921     MONUMENTED       CGS
 GZ2325  HISTORY     - 1953     GOOD             NGS
 GZ2325  HISTORY     - 1983     GOOD             KYDT
 GZ2325
 GZ2325                          STATION DESCRIPTION
 GZ2325
 GZ2325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GZ2325'AT VINE GROVE.
 GZ2325'SET VERTICALLY IN THE FOUNDATION OF THE SOUTH WALL OF THE
 GZ2325'FARMERS BANK BUILDING, 7 FEET WEST OF THE SOUTHEAST CORNER
 GZ2325'OF THE BUILDING AND 1 FOOT ABOVE THE SIDEWALK.  NOTE-- IT IS
 GZ2325'REPORTED THAT THIS BUILDING HAS BEEN REBUILT AND THE MARK RESET
 GZ2325'AT THE ORIGINAL ELEVATION.
 GZ2325
 GZ2325                          STATION RECOVERY (1983)
 GZ2325
 GZ2325'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ2325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2401 ***********************************************************************
 GZ2401  DESIGNATION -  F 60
 GZ2401  PID         -  GZ2401
 GZ2401  STATE/COUNTY-  KY/NELSON
 GZ2401  USGS QUAD   -  LEBANON JUNCTION (1991)
 GZ2401
 GZ2401                         *CURRENT SURVEY CONTROL
 GZ2401  ___________________________________________________________________
 GZ2401* NAD 83(1986)-  37 45 48.     (N)    085 39 44.     (W)     SCALED    
 GZ2401* NAVD 88     -       138.255  (meters)     453.59   (feet)  ADJUSTED  
 GZ2401  ___________________________________________________________________
 GZ2401  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 GZ2401  DYNAMIC HT  -         138.152 (meters)     453.25  (feet)  COMP
 GZ2401  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 GZ2401
 GZ2401  VERT ORDER  -  SECOND    CLASS 0
 GZ2401
 GZ2401.The horizontal coordinates were scaled from a topographic map and have
 GZ2401.an estimated accuracy of +/- 6 seconds.
 GZ2401
 GZ2401.The orthometric height was determined by differential leveling
 GZ2401.and adjusted by the National Geodetic Survey in June 1991..
 GZ2401
 GZ2401.The geoid height was determined by GEOID03.
 GZ2401
 GZ2401.The dynamic height is computed by dividing the NAVD 88
 GZ2401.geopotential number by the normal gravity value computed on the
 GZ2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2401.degrees latitude (g = 980.6199 gals.).
 GZ2401
 GZ2401.The modeled gravity was interpolated from observed gravity values.
 GZ2401
 GZ2401;                    North         East    Units  Estimated Accuracy
 GZ2401;SPC KY1Z     - 1,158,710.    1,507,730.      MT  (+/- 180 meters Scaled)
 GZ2401
 GZ2401                          SUPERSEDED SURVEY CONTROL
 GZ2401
 GZ2401  NGVD 29 (??/??/92)  138.398  (m)          454.06   (f) ADJ UNCH    2 0
 GZ2401
 GZ2401.Superseded values are not recommended for survey control.
 GZ2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2401.See file dsdata.txt to determine how the superseded data were derived.
 GZ2401
 GZ2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG178803(NAD 83)
 GZ2401_MARKER: DB = BENCH MARK DISK
 GZ2401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2401_SP_SET: ABUTMENT
 GZ2401_STAMPING: F 60 1935
 GZ2401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2401
 GZ2401  HISTORY     - Date     Condition        Report By
 GZ2401  HISTORY     - 1935     MONUMENTED       CGS
 GZ2401
 GZ2401                          STATION DESCRIPTION
 GZ2401
 GZ2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ2401'1.8 MI SE FROM BOSTON.
 GZ2401'1.8 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ2401'FROM THE STATION AT BOSTON, NELSON COUNTY, AT BRIDGE 3, IN THE
 GZ2401'TOP OF THE EAST END OF THE SOUTH ABUTMENT, 9.9 FEET EAST OF THE
 GZ2401'EAST RAIL, AND ABOUT 2 1/2 FEET LOWER THAN THE TOP OF THE
 GZ2401'RAIL.  A STANDARD DISK, STAMPED F 60 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1227 ***********************************************************************
 GB1227  DESIGNATION -  F 61
 GB1227  PID         -  GB1227
 GB1227  STATE/COUNTY-  KY/PULASKI
 GB1227  USGS QUAD   -  BURNSIDE (1982)
 GB1227
 GB1227                         *CURRENT SURVEY CONTROL
 GB1227  ___________________________________________________________________
 GB1227* NAD 83(1986)-  36 59 07.     (N)    084 36 05.     (W)     SCALED    
 GB1227* NAVD 88     -       235.368  (meters)     772.20   (feet)  ADJUSTED  
 GB1227  ___________________________________________________________________
 GB1227  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 GB1227  DYNAMIC HT  -         235.187 (meters)     771.61  (feet)  COMP
 GB1227  MODELED GRAV-     979,852.9   (mgal)                       NAVD 88
 GB1227
 GB1227  VERT ORDER  -  FIRST     CLASS II
 GB1227
 GB1227.The horizontal coordinates were scaled from a topographic map and have
 GB1227.an estimated accuracy of +/- 6 seconds.
 GB1227
 GB1227.The orthometric height was determined by differential leveling
 GB1227.and adjusted by the National Geodetic Survey in June 1991..
 GB1227.WARNING-Repeat measurements at this control monument indicate possible
 GB1227.vertical movement.
 GB1227
 GB1227.The geoid height was determined by GEOID03.
 GB1227
 GB1227.The dynamic height is computed by dividing the NAVD 88
 GB1227.geopotential number by the normal gravity value computed on the
 GB1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1227.degrees latitude (g = 980.6199 gals.).
 GB1227
 GB1227.The modeled gravity was interpolated from observed gravity values.
 GB1227
 GB1227;                    North         East    Units  Estimated Accuracy
 GB1227;SPC KY1Z     - 1,072,990.    1,602,260.      MT  (+/- 180 meters Scaled)
 GB1227
 GB1227                          SUPERSEDED SURVEY CONTROL
 GB1227
 GB1227  NGVD 29 (??/??/92)  235.547  (m)          772.79   (f) ADJ UNCH    1 2
 GB1227
 GB1227.Superseded values are not recommended for survey control.
 GB1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1227.See file dsdata.txt to determine how the superseded data were derived.
 GB1227
 GB1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF134959(NAD 83)
 GB1227_MARKER: DB = BENCH MARK DISK
 GB1227_SETTING: 66 = SET IN ROCK OUTCROP
 GB1227_SP_SET: ROCK SHELF
 GB1227_STAMPING: F 61 1935 772.790
 GB1227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1227+STABILITY: POSITION/ELEVATION WELL
 GB1227
 GB1227  HISTORY     - Date     Condition        Report By
 GB1227  HISTORY     - 1935     MONUMENTED       CGS
 GB1227  HISTORY     - 1958     GOOD             NGS
 GB1227  HISTORY     - 1968     MARK NOT FOUND   NGS
 GB1227
 GB1227                          STATION DESCRIPTION
 GB1227
 GB1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB1227'AT BURNSIDE.
 GB1227'0.1 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE TRAFFIC LIGHT IN
 GB1227'BURNSIDE, THENCE 0.25 MILE WEST PASSING GRADE SCHOOL TO CROSS
 GB1227'STREET AND ROAD DOWN HILL TO BURNSIDE BOAT DOCK, 190 FEET
 GB1227'SOUTHEAST OF THE CENTER OF THE STREET EAST AND UP HILL TO SCHOOL,
 GB1227'170 FEET SOUTHEAST OF THE EAST END OF DRAINAGE CULVERT ACROSS
 GB1227'STREET AND PARKING AREA, 15 FEET EAST OF THE CENTER OF BLACK
 GB1227'TOP ROAD SOUTHEAST, SET IN THE TOP OF A SHELF OF ROCK NEAR BOTTOM
 GB1227'OF CUT AND ABOUT 3 FEET SOUTHWEST OF THE SOUTHWEST FACE OF THE
 GB1227'NEXT ROCK ABOVE.  NOTE-- THE PAVED ROAD REFERRED TO IN THE
 GB1227'DESCRIPTION HAS BEEN WIDENED AND IT IS BELIEVED THAT THE MARK WAS
 GB1227'EITHER COVERED OR DESTROYED.
 GB1227
 GB1227                          STATION RECOVERY (1968)
 GB1227
 GB1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB1227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2024 ***********************************************************************
 GB2024  DESIGNATION -  F 63
 GB2024  PID         -  GB2024
 GB2024  STATE/COUNTY-  KY/BARREN
 GB2024  USGS QUAD   -  GLASGOW SOUTH (1979)
 GB2024
 GB2024                         *CURRENT SURVEY CONTROL
 GB2024  ___________________________________________________________________
 GB2024* NAD 83(1986)-  36 57 20.     (N)    085 57 38.     (W)     SCALED    
 GB2024* NAVD 88     -       240.716  (meters)     789.75   (feet)  ADJUSTED  
 GB2024  ___________________________________________________________________
 GB2024  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GB2024  DYNAMIC HT  -         240.525 (meters)     789.12  (feet)  COMP
 GB2024  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 GB2024
 GB2024  VERT ORDER  -  SECOND    CLASS 0
 GB2024
 GB2024.The horizontal coordinates were scaled from a topographic map and have
 GB2024.an estimated accuracy of +/- 6 seconds.
 GB2024
 GB2024.The orthometric height was determined by differential leveling
 GB2024.and adjusted by the National Geodetic Survey in June 1991..
 GB2024
 GB2024.The geoid height was determined by GEOID03.
 GB2024
 GB2024.The dynamic height is computed by dividing the NAVD 88
 GB2024.geopotential number by the normal gravity value computed on the
 GB2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2024.degrees latitude (g = 980.6199 gals.).
 GB2024
 GB2024.The modeled gravity was interpolated from observed gravity values.
 GB2024
 GB2024;                    North         East    Units  Estimated Accuracy
 GB2024;SPC KY1Z     - 1,069,080.    1,481,250.      MT  (+/- 180 meters Scaled)
 GB2024
 GB2024                          SUPERSEDED SURVEY CONTROL
 GB2024
 GB2024  NGVD 29 (??/??/92)  240.848  (m)          790.18   (f) ADJ UNCH    2 0
 GB2024
 GB2024.Superseded values are not recommended for survey control.
 GB2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2024.See file dsdata.txt to determine how the superseded data were derived.
 GB2024
 GB2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF925904(NAD 83)
 GB2024_MARKER: DB = BENCH MARK DISK
 GB2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2024_STAMPING: F 63 1935
 GB2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2024+STABILITY: SURFACE MOTION
 GB2024
 GB2024  HISTORY     - Date     Condition        Report By
 GB2024  HISTORY     - 1935     MONUMENTED       CGS
 GB2024  HISTORY     - 1948     GOOD             NGS
 GB2024
 GB2024                          STATION DESCRIPTION
 GB2024
 GB2024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GB2024'4.2 MI S FROM GLASGOW.
 GB2024'4.2 MILES SOUTH ALONG U.S. HIGHWAY 31 E FROM THE COURTHOUSE AT
 GB2024'GLASGOW, BARREN COUNTY, 65 YARDS SOUTHWEST OF A CORRUGATED-IRON
 GB2024'PIPE CULVERT WITH CONCRETE HEADWALLS, 30 FEET NORTH OF THE
 GB2024'CENTERLINE OF THE HIGHWAY, 6 FEET NORTH OF A FENCE, AND ABOUT 2
 GB2024'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 63 1935
 GB2024'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0119 ***********************************************************************
 HB0119  DESIGNATION -  F 64 X
 HB0119  PID         -  HB0119
 HB0119  STATE/COUNTY-  KY/CRITTENDEN
 HB0119  USGS QUAD   -  MARION (1954)
 HB0119
 HB0119                         *CURRENT SURVEY CONTROL
 HB0119  ___________________________________________________________________
 HB0119* NAD 83(1986)-  37 20 51.     (N)    088 03 43.     (W)     SCALED    
 HB0119* NAVD 88     -       169.026  (meters)     554.55   (feet)  ADJUSTED  
 HB0119  ___________________________________________________________________
 HB0119  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 HB0119  DYNAMIC HT  -         168.902 (meters)     554.14  (feet)  COMP
 HB0119  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 HB0119
 HB0119  VERT ORDER  -  FIRST     CLASS II
 HB0119
 HB0119.The horizontal coordinates were scaled from a topographic map and have
 HB0119.an estimated accuracy of +/- 6 seconds.
 HB0119
 HB0119.The orthometric height was determined by differential leveling
 HB0119.and adjusted by the National Geodetic Survey in June 1991..
 HB0119
 HB0119.The geoid height was determined by GEOID03.
 HB0119
 HB0119.The dynamic height is computed by dividing the NAVD 88
 HB0119.geopotential number by the normal gravity value computed on the
 HB0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0119.degrees latitude (g = 980.6199 gals.).
 HB0119
 HB0119.The modeled gravity was interpolated from observed gravity values.
 HB0119
 HB0119;                    North         East    Units  Estimated Accuracy
 HB0119;SPC KY1Z     - 1,115,090.    1,295,180.      MT  (+/- 180 meters Scaled)
 HB0119
 HB0119                          SUPERSEDED SURVEY CONTROL
 HB0119
 HB0119  NGVD 29 (??/??/??)  169.104  (m)          554.80   (f) ADJUSTED    1 2
 HB0119
 HB0119.Superseded values are not recommended for survey control.
 HB0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0119.See file dsdata.txt to determine how the superseded data were derived.
 HB0119
 HB0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG059339(NAD 83)
 HB0119_MARKER: DB = BENCH MARK DISK
 HB0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0119_SP_SET: CULVERT
 HB0119_STAMPING: F 64 X 1935
 HB0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0119
 HB0119  HISTORY     - Date     Condition        Report By
 HB0119  HISTORY     - 1935     MONUMENTED       CGS
 HB0119  HISTORY     - 1949     GOOD             CGS
 HB0119  HISTORY     - 1985     MARK NOT FOUND   NGS
 HB0119
 HB0119                          STATION DESCRIPTION
 HB0119
 HB0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0119'1.7 MI NE FROM MARION.
 HB0119'1.6 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0119'STATION AT MARION, CRITTENDEN COUNTY, ABOUT 535 YARDS EAST OF
 HB0119'BRIDGE JE, ABOUT 23 YARDS NORTH OF POLE 223, ABOUT 41 YARDS NORTH
 HB0119'OF THE NORTH RAIL, 14.5 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 HB0119'60, AT 24-INCH CULVERT 8.11, IN THE TOP OF THE EAST END OF THE
 HB0119'SOUTH HEAD WALL, AND ABOUT 5 FEET HIGHER THAN THE TRACK.  A STANDARD
 HB0119'DISK, STAMPED F 64 1935.  NOTE-- ORIGINAL DESCRIPTION SHOWS STAMPING
 HB0119'AS F 64 1935, BUT AN X IS IN THE STAMPING FOLLOWING THE 64.
 HB0119
 HB0119                          STATION RECOVERY (1985)
 HB0119
 HB0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0119'THERE IS A NEW HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2037 ***********************************************************************
 GY2037  DESIGNATION -  F 65
 GY2037  PID         -  GY2037
 GY2037  STATE/COUNTY-  KY/LESLIE
 GY2037  USGS QUAD   -  HYDEN EAST (1980)
 GY2037
 GY2037                         *CURRENT SURVEY CONTROL
 GY2037  ___________________________________________________________________
 GY2037* NAD 83(1986)-  37 09 23.     (N)    083 22 15.     (W)     SCALED    
 GY2037* NAVD 88     -       260.706  (meters)     855.33   (feet)  ADJUSTED  
 GY2037  ___________________________________________________________________
 GY2037  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GY2037  DYNAMIC HT  -         260.499 (meters)     854.65  (feet)  COMP
 GY2037  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 GY2037
 GY2037  VERT ORDER  -  SECOND    CLASS 0
 GY2037
 GY2037.The horizontal coordinates were scaled from a topographic map and have
 GY2037.an estimated accuracy of +/- 6 seconds.
 GY2037
 GY2037.The orthometric height was determined by differential leveling
 GY2037.and adjusted by the National Geodetic Survey in June 1991..
 GY2037
 GY2037.The geoid height was determined by GEOID03.
 GY2037
 GY2037.The dynamic height is computed by dividing the NAVD 88
 GY2037.geopotential number by the normal gravity value computed on the
 GY2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2037.degrees latitude (g = 980.6199 gals.).
 GY2037
 GY2037.The modeled gravity was interpolated from observed gravity values.
 GY2037
 GY2037;                    North         East    Units  Estimated Accuracy
 GY2037;SPC KY1Z     - 1,094,040.    1,711,310.      MT  (+/- 180 meters Scaled)
 GY2037
 GY2037                          SUPERSEDED SURVEY CONTROL
 GY2037
 GY2037  NGVD 29 (??/??/92)  260.874  (m)          855.88   (f) ADJ UNCH    2 0
 GY2037
 GY2037.Superseded values are not recommended for survey control.
 GY2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2037.See file dsdata.txt to determine how the superseded data were derived.
 GY2037
 GY2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB894148(NAD 83)
 GY2037_MARKER: DB = BENCH MARK DISK
 GY2037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2037_SP_SET: BRIDGE
 GY2037_STAMPING: F 65 1935 855.884
 GY2037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2037
 GY2037  HISTORY     - Date     Condition        Report By
 GY2037  HISTORY     - 1935     MONUMENTED       CGS
 GY2037  HISTORY     - 1950     GOOD             NGS
 GY2037  HISTORY     - 1957     POOR             NGS
 GY2037  HISTORY     - 19960610 MARK NOT FOUND   KYDT
 GY2037
 GY2037                          STATION DESCRIPTION
 GY2037
 GY2037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2037'AT HYDEN.
 GY2037'AT HYDEN, ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 80 FROM THE
 GY2037'COURT HOUSE, SET IN THE TOP OF THE NORTHEAST END OF THE
 GY2037'NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE OVER MIDDLE FORK
 GY2037'OF KENTUCKY RIVER, 15 FEET NORTHEAST OF THE CENTER LINE OF THE
 GY2037'HIGHWAY, 1 FOOT NORTHEAST OF THE CONCRETE BANISTER AND ABOUT
 GY2037'LEVEL WITH THE HIGHWAY.
 GY2037
 GY2037                          STATION RECOVERY (1957)
 GY2037
 GY2037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2037'MARK RECOVERED IN POOR CONDITION.
 GY2037
 GY2037                          STATION RECOVERY (1996)
 GY2037
 GY2037'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2037'A NEW CONCRETE BRIDGE WAS BUILT AT THIS LOCATION IN 1985, NO SIGN OF
 GY2037'RESET, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1007 ***********************************************************************
 GC1007  DESIGNATION -  F 66
 GC1007  PID         -  GC1007
 GC1007  STATE/COUNTY-  KY/SIMPSON
 GC1007  USGS QUAD   -  FRANKLIN (1994)
 GC1007
 GC1007                         *CURRENT SURVEY CONTROL
 GC1007  ___________________________________________________________________
 GC1007* NAD 83(1986)-  36 43 20.     (N)    086 34 29.     (W)     SCALED    
 GC1007* NAVD 88     -       218.283  (meters)     716.15   (feet)  ADJUSTED  
 GC1007  ___________________________________________________________________
 GC1007  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GC1007  DYNAMIC HT  -         218.103 (meters)     715.56  (feet)  COMP
 GC1007  MODELED GRAV-     979,799.6   (mgal)                       NAVD 88
 GC1007
 GC1007  VERT ORDER  -  SECOND    CLASS 0
 GC1007
 GC1007.The horizontal coordinates were scaled from a topographic map and have
 GC1007.an estimated accuracy of +/- 6 seconds.
 GC1007
 GC1007.The orthometric height was determined by differential leveling
 GC1007.and adjusted by the National Geodetic Survey in June 1991..
 GC1007
 GC1007.The geoid height was determined by GEOID03.
 GC1007
 GC1007.The dynamic height is computed by dividing the NAVD 88
 GC1007.geopotential number by the normal gravity value computed on the
 GC1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1007.degrees latitude (g = 980.6199 gals.).
 GC1007
 GC1007.The modeled gravity was interpolated from observed gravity values.
 GC1007
 GC1007;                    North         East    Units  Estimated Accuracy
 GC1007;SPC KY1Z     - 1,043,490.    1,426,320.      MT  (+/- 180 meters Scaled)
 GC1007
 GC1007                          SUPERSEDED SURVEY CONTROL
 GC1007
 GC1007  NGVD 29 (??/??/92)  218.383  (m)          716.48   (f) ADJ UNCH    2 0
 GC1007
 GC1007.Superseded values are not recommended for survey control.
 GC1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1007.See file dsdata.txt to determine how the superseded data were derived.
 GC1007
 GC1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF379641(NAD 83)
 GC1007_MARKER: DB = BENCH MARK DISK
 GC1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1007_STAMPING: F 66 1935
 GC1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1007+STABILITY: SURFACE MOTION
 GC1007
 GC1007  HISTORY     - Date     Condition        Report By
 GC1007  HISTORY     - 1935     MONUMENTED       CGS
 GC1007  HISTORY     - 20030709 MARK NOT FOUND   KYDT
 GC1007
 GC1007                          STATION DESCRIPTION
 GC1007
 GC1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC1007'AT FRANKLIN.
 GC1007'AT FRANKLIN, SIMPSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC1007'RAILROAD, 29 YARDS EAST OF THE STATION, 45 FEET NORTH OF THE
 GC1007'SOUTHWEST CORNER OF THE LAWN AT THE E.S. ROBY RESIDENCE, 48 FEET
 GC1007'EAST OF THE EAST RAIL OF THE MAIN TRACK, 2 FEET EAST OF A HEDGE
 GC1007'FENCE, AND 0.5 FOOT HIGHER TAHN THE RAIL.  A STANDARD DISK,
 GC1007'STAMPED F 66 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GC1007
 GC1007                          STATION RECOVERY (2003)
 GC1007
 GC1007'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1394 ***********************************************************************
 GZ1394  DESIGNATION -  F 67
 GZ1394  PID         -  GZ1394
 GZ1394  STATE/COUNTY-  KY/MARION
 GZ1394  USGS QUAD   -  GRAVEL SWITCH (1953)
 GZ1394
 GZ1394                         *CURRENT SURVEY CONTROL
 GZ1394  ___________________________________________________________________
 GZ1394* NAD 83(1986)-  37 34 42.     (N)    085 03 08.     (W)     SCALED    
 GZ1394* NAVD 88     -       277.305  (meters)     909.79   (feet)  ADJUSTED  
 GZ1394  ___________________________________________________________________
 GZ1394  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 GZ1394  DYNAMIC HT  -         277.087 (meters)     909.08  (feet)  COMP
 GZ1394  MODELED GRAV-     979,840.1   (mgal)                       NAVD 88
 GZ1394
 GZ1394  VERT ORDER  -  SECOND    CLASS 0
 GZ1394
 GZ1394.The horizontal coordinates were scaled from a topographic map and have
 GZ1394.an estimated accuracy of +/- 6 seconds.
 GZ1394
 GZ1394.The orthometric height was determined by differential leveling
 GZ1394.and adjusted by the National Geodetic Survey in June 1991..
 GZ1394
 GZ1394.The geoid height was determined by GEOID03.
 GZ1394
 GZ1394.The dynamic height is computed by dividing the NAVD 88
 GZ1394.geopotential number by the normal gravity value computed on the
 GZ1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1394.degrees latitude (g = 980.6199 gals.).
 GZ1394
 GZ1394.The modeled gravity was interpolated from observed gravity values.
 GZ1394
 GZ1394;                    North         East    Units  Estimated Accuracy
 GZ1394;SPC KY1Z     - 1,138,400.    1,561,630.      MT  (+/- 180 meters Scaled)
 GZ1394
 GZ1394                          SUPERSEDED SURVEY CONTROL
 GZ1394
 GZ1394  NGVD 29 (??/??/92)  277.444  (m)          910.25   (f) ADJ UNCH    2 0
 GZ1394
 GZ1394.Superseded values are not recommended for survey control.
 GZ1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1394.See file dsdata.txt to determine how the superseded data were derived.
 GZ1394
 GZ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG719608(NAD 83)
 GZ1394_MARKER: DB = BENCH MARK DISK
 GZ1394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1394_SP_SET: FOUNDATION
 GZ1394_STAMPING: F 67 1935
 GZ1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1394
 GZ1394  HISTORY     - Date     Condition        Report By
 GZ1394  HISTORY     - 1935     MONUMENTED       CGS
 GZ1394  HISTORY     - 1951     GOOD             NGS
 GZ1394  HISTORY     - 1983     GOOD             KYDT
 GZ1394
 GZ1394                          STATION DESCRIPTION
 GZ1394
 GZ1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1394'AT GRAVEL SWITCH.
 GZ1394'AT GRAVEL SWITCH, ABOUT 110 FEET SOUTH OF THE CROSSING OF THE
 GZ1394'LOUISVILLE AND NASHVILLE RAILROAD AND STATE HIGHWAY 243, SET
 GZ1394'VERTICALLY IN THE EAST FACE AT THE SOUTHEAST CORNER OF THE STONE
 GZ1394'FOUNDATION OF CONCRETE BLOCK BUILDING HOUSING PEOPLES BANK, 0.6
 GZ1394'FOOT NORTH OF THE SOUTHEAST CORNER, 21 1/2 FEET WEST OF CENTER
 GZ1394'LINE OF HIGHWAY AND ABOUT 0.3 FOOT ABOVE SIDE WALK.
 GZ1394
 GZ1394                          STATION RECOVERY (1983)
 GZ1394
 GZ1394'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1394'A FLOWER BOX HAS BEEN CONSTRUCTED OVER THE MARK .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0286 ***********************************************************************
 HZ0286  DESIGNATION -  F 68
 HZ0286  PID         -  HZ0286
 HZ0286  STATE/COUNTY-  KY/ANDERSON
 HZ0286  USGS QUAD   -  LAWRENCEBURG (1987)
 HZ0286
 HZ0286                         *CURRENT SURVEY CONTROL
 HZ0286  ___________________________________________________________________
 HZ0286* NAD 83(1986)-  38 00 26.     (N)    084 53 15.     (W)     SCALED    
 HZ0286* NAVD 88     -       242.796  (meters)     796.57   (feet)  ADJUSTED  
 HZ0286  ___________________________________________________________________
 HZ0286  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HZ0286  DYNAMIC HT  -         242.617 (meters)     795.99  (feet)  COMP
 HZ0286  MODELED GRAV-     979,888.0   (mgal)                       NAVD 88
 HZ0286
 HZ0286  VERT ORDER  -  SECOND    CLASS 0
 HZ0286
 HZ0286.The horizontal coordinates were scaled from a topographic map and have
 HZ0286.an estimated accuracy of +/- 6 seconds.
 HZ0286
 HZ0286.The orthometric height was determined by differential leveling
 HZ0286.and adjusted by the National Geodetic Survey in June 1991..
 HZ0286
 HZ0286.The geoid height was determined by GEOID03.
 HZ0286
 HZ0286.The dynamic height is computed by dividing the NAVD 88
 HZ0286.geopotential number by the normal gravity value computed on the
 HZ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0286.degrees latitude (g = 980.6199 gals.).
 HZ0286
 HZ0286.The modeled gravity was interpolated from observed gravity values.
 HZ0286
 HZ0286;                    North         East    Units  Estimated Accuracy
 HZ0286;SPC KY1Z     - 1,186,120.    1,575,740.      MT  (+/- 180 meters Scaled)
 HZ0286
 HZ0286                          SUPERSEDED SURVEY CONTROL
 HZ0286
 HZ0286  NGVD 29 (??/??/92)  242.939  (m)          797.04   (f) ADJ UNCH    2 0
 HZ0286
 HZ0286.Superseded values are not recommended for survey control.
 HZ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0286.See file dsdata.txt to determine how the superseded data were derived.
 HZ0286
 HZ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH854087(NAD 83)
 HZ0286_MARKER: DB = BENCH MARK DISK
 HZ0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0286_SP_SET: CULVERT
 HZ0286_STAMPING: F 68 1935
 HZ0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0286
 HZ0286  HISTORY     - Date     Condition        Report By
 HZ0286  HISTORY     - 1935     MONUMENTED       CGS
 HZ0286  HISTORY     - 1982     GOOD             KYDT
 HZ0286
 HZ0286                          STATION DESCRIPTION
 HZ0286
 HZ0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ0286'2 MI S FROM LAWRENCEBURG.
 HZ0286'2.0 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0286'LAWRENCEBURG, ANDERSON COUNTY, 51 YARDS NORTH OF MILEPOST 2,
 HZ0286'AT A ROCK-BOX CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST
 HZ0286'HEADWALL, 43.2 FEET NORTH OF THE CENTERLINE OF A DIRT-ROAD, 7.5
 HZ0286'FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 HZ0286'A STANDARD DISK, STAMPED F 68 1935.
 HZ0286
 HZ0286                          STATION RECOVERY (1982)
 HZ0286
 HZ0286'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 HZ0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0820 ***********************************************************************
 HA0820  DESIGNATION -  F 69
 HA0820  PID         -  HA0820
 HA0820  STATE/COUNTY-  KY/CHRISTIAN
 HA0820  USGS QUAD   -  NORTONVILLE (1963)
 HA0820
 HA0820                         *CURRENT SURVEY CONTROL
 HA0820  ___________________________________________________________________
 HA0820* NAD 83(1986)-  37 07 33.     (N)    087 28 44.     (W)     SCALED    
 HA0820* NAVD 88     -       138.674  (meters)     454.97   (feet)  ADJUSTED  
 HA0820  ___________________________________________________________________
 HA0820  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HA0820  DYNAMIC HT  -         138.569 (meters)     454.62  (feet)  COMP
 HA0820  MODELED GRAV-     979,873.2   (mgal)                       NAVD 88
 HA0820
 HA0820  VERT ORDER  -  SECOND    CLASS 0
 HA0820
 HA0820.The horizontal coordinates were scaled from a topographic map and have
 HA0820.an estimated accuracy of +/- 6 seconds.
 HA0820
 HA0820.The orthometric height was determined by differential leveling
 HA0820.and adjusted by the National Geodetic Survey in June 1991..
 HA0820
 HA0820.The geoid height was determined by GEOID03.
 HA0820
 HA0820.The dynamic height is computed by dividing the NAVD 88
 HA0820.geopotential number by the normal gravity value computed on the
 HA0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0820.degrees latitude (g = 980.6199 gals.).
 HA0820
 HA0820.The modeled gravity was interpolated from observed gravity values.
 HA0820
 HA0820;                    North         East    Units  Estimated Accuracy
 HA0820;SPC KY1Z     - 1,089,380.    1,346,370.      MT  (+/- 180 meters Scaled)
 HA0820
 HA0820                          SUPERSEDED SURVEY CONTROL
 HA0820
 HA0820  NGVD 29 (??/??/92)  138.754  (m)          455.23   (f) ADJ UNCH    2 0
 HA0820
 HA0820.Superseded values are not recommended for survey control.
 HA0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0820.See file dsdata.txt to determine how the superseded data were derived.
 HA0820
 HA0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG574089(NAD 83)
 HA0820_MARKER: DB = BENCH MARK DISK
 HA0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0820_STAMPING: F 69 1935
 HA0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0820+STABILITY: SURFACE MOTION
 HA0820
 HA0820  HISTORY     - Date     Condition        Report By
 HA0820  HISTORY     - 1935     MONUMENTED       CGS
 HA0820  HISTORY     - 1951     GOOD             USGS
 HA0820  HISTORY     - 1963     MARK NOT FOUND   USGS
 HA0820
 HA0820                          STATION DESCRIPTION
 HA0820
 HA0820'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 HA0820'AT MANNINGTON.
 HA0820'AT MANNINGTON, CHRISTIAN COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0820'RAILROAD, 46 YARDS SOUTH OF THE STATION, 65 YARDS NORTH OF THE
 HA0820'OVERPASS OF U.S. HIGHWAY 41, 39 FEET EAST OF THE CENTERLINE
 HA0820'OF THE STATION DRIVEWAY, 33 FEET SOUTHWEST OF THE SOUTHEAST
 HA0820'CORNER OF THE WAITING PLATFORM, 31 FEET WEST OF THE WEST RAIL,
 HA0820'AND ABOUT 3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 HA0820'STAMPED F 69 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HA0820
 HA0820                          STATION RECOVERY (1963)
 HA0820
 HA0820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HA0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0126 ***********************************************************************
 HA0126  DESIGNATION -  F 7
 HA0126  PID         -  HA0126
 HA0126  STATE/COUNTY-  KY/BARREN
 HA0126  USGS QUAD   -  PARK CITY (1973)
 HA0126
 HA0126                         *CURRENT SURVEY CONTROL
 HA0126  ___________________________________________________________________
 HA0126* NAD 83(1986)-  37 05 30.     (N)    086 03 06.     (W)     SCALED    
 HA0126* NAVD 88     -       196.440  (meters)     644.49   (feet)  ADJUSTED  
 HA0126  ___________________________________________________________________
 HA0126  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HA0126  DYNAMIC HT  -         196.285 (meters)     643.98  (feet)  COMP
 HA0126  MODELED GRAV-     979,835.3   (mgal)                       NAVD 88
 HA0126
 HA0126  VERT ORDER  -  FIRST     CLASS II
 HA0126
 HA0126.The horizontal coordinates were scaled from a topographic map and have
 HA0126.an estimated accuracy of +/- 6 seconds.
 HA0126
 HA0126.The orthometric height was determined by differential leveling
 HA0126.and adjusted by the National Geodetic Survey in June 1991..
 HA0126
 HA0126.The geoid height was determined by GEOID03.
 HA0126
 HA0126.The dynamic height is computed by dividing the NAVD 88
 HA0126.geopotential number by the normal gravity value computed on the
 HA0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0126.degrees latitude (g = 980.6199 gals.).
 HA0126
 HA0126.The modeled gravity was interpolated from observed gravity values.
 HA0126
 HA0126;                    North         East    Units  Estimated Accuracy
 HA0126;SPC KY1Z     - 1,084,210.    1,473,180.      MT  (+/- 180 meters Scaled)
 HA0126
 HA0126                          SUPERSEDED SURVEY CONTROL
 HA0126
 HA0126  NGVD 29 (??/??/92)  196.55   (m)          644.8    (f) COMPUTED    1 2
 HA0126
 HA0126.Superseded values are not recommended for survey control.
 HA0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0126.See file dsdata.txt to determine how the superseded data were derived.
 HA0126
 HA0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG842054(NAD 83)
 HA0126_MARKER: DB = BENCH MARK DISK
 HA0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0126_STAMPING: F 7 1921
 HA0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0126+STABILITY: SURFACE MOTION
 HA0126
 HA0126  HISTORY     - Date     Condition        Report By
 HA0126  HISTORY     - 1921     MONUMENTED       CGS
 HA0126  HISTORY     - 1953     GOOD             NGS
 HA0126  HISTORY     - 1968     MARK NOT FOUND   NGS
 HA0126
 HA0126                          STATION DESCRIPTION
 HA0126
 HA0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0126'AT PARK CITY.
 HA0126'AT PARK CITY, ABOUT 290 YARDS SOUTHWEST ALONG THE LOUISVILLE
 HA0126'AND NASHVILLE RAILROAD FROM THE STATION, ABOUT 280 YARDS NORTHEAST
 HA0126'OF MILE POST 91, 18 FEET SOUTHEAST OF CENTER LINE OF STATE
 HA0126'HIGHWAY 255 PARALLEL TO TRACK, 58 FEET SOUTHEAST AND ACROSS
 HA0126'HIGHWAY FROM THE SOUTHEAST RAIL, 51 FEET NORTH-NORTHWEST OF NORTH
 HA0126'CORNER OF A SECTION HOUSE, 65 FEET NORTHEAST OF TELEPHONE POLE
 HA0126'NO. 4081, 69 FEET SOUTHEAST AND ACROSS TRACK AND HIGHWAY FROM A
 HA0126'SWITCH STAND AT SOUTHWEST END OF A SIDING, ABOUT 1 FOOT ABOVE
 HA0126'LEVEL OF ROAD, ABOUT LEVEL WITH TRACK, AND SET IN THE TOP OF A
 HA0126'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- A NEW SIDETRACK AND
 HA0126'A ROCKED GRAVELED ROAD HAVE BEEN BUILT NEAR THE DESCRIBED LOCATION
 HA0126'OF THE MARK AND IT IS BELIEVED THAT THE MARK WAS EITHER COVERED OR
 HA0126'DESTROYED.
 HA0126
 HA0126                          STATION RECOVERY (1968)
 HA0126
 HA0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HA0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1193 ***********************************************************************
 GC1193  DESIGNATION -  F 70
 GC1193  PID         -  GC1193
 GC1193  STATE/COUNTY-  KY/TODD
 GC1193  USGS QUAD   -  ELKTON (1982)
 GC1193
 GC1193                         *CURRENT SURVEY CONTROL
 GC1193  ___________________________________________________________________
 GC1193* NAD 83(1986)-  36 48 34.     (N)    087 09 14.     (W)     SCALED    
 GC1193* NAVD 88     -       192.066  (meters)     630.14   (feet)  ADJUSTED  
 GC1193  ___________________________________________________________________
 GC1193  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC1193  DYNAMIC HT  -         191.912 (meters)     629.63  (feet)  COMP
 GC1193  MODELED GRAV-     979,827.3   (mgal)                       NAVD 88
 GC1193
 GC1193  VERT ORDER  -  FIRST     CLASS I
 GC1193
 GC1193.The horizontal coordinates were scaled from a topographic map and have
 GC1193.an estimated accuracy of +/- 6 seconds.
 GC1193
 GC1193.The orthometric height was determined by differential leveling
 GC1193.and adjusted by the National Geodetic Survey in June 1991..
 GC1193
 GC1193.The geoid height was determined by GEOID03.
 GC1193
 GC1193.The dynamic height is computed by dividing the NAVD 88
 GC1193.geopotential number by the normal gravity value computed on the
 GC1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1193.degrees latitude (g = 980.6199 gals.).
 GC1193
 GC1193.The modeled gravity was interpolated from observed gravity values.
 GC1193
 GC1193;                    North         East    Units  Estimated Accuracy
 GC1193;SPC KY1Z     - 1,053,790.    1,374,720.      MT  (+/- 180 meters Scaled)
 GC1193
 GC1193                          SUPERSEDED SURVEY CONTROL
 GC1193
 GC1193  NGVD 29 (??/??/92)  192.144  (m)          630.39   (f) ADJ UNCH    1 1
 GC1193
 GC1193.Superseded values are not recommended for survey control.
 GC1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1193.See file dsdata.txt to determine how the superseded data were derived.
 GC1193
 GC1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF862737(NAD 83)
 GC1193_MARKER: DB = BENCH MARK DISK
 GC1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1193_STAMPING: F 70 1935
 GC1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1193+STABILITY: SURFACE MOTION
 GC1193
 GC1193  HISTORY     - Date     Condition        Report By
 GC1193  HISTORY     - 1935     MONUMENTED       CGS
 GC1193  HISTORY     - 1968     GOOD             NGS
 GC1193
 GC1193                          STATION DESCRIPTION
 GC1193
 GC1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1193'AT ELKTON.
 GC1193'AT ELKTON, 31 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GC1193'TODD COUNTY COURTHOUSE, 9 FEET EAST OF THE EAST EDGE OF A
 GC1193'NORTH-SOUTH CONCRETE WALKWAY, 8 FEET WEST OF THE EAST CONCRETE
 GC1193'RETAINING WALL FOR THE COURTHOUSE LAWN, 12 1/2 FEET NORTH OF THE
 GC1193'SOUTH CONCRETE RETAINING WALL FOR THE COURTHOUSE LAWN, ABOUT 2 1/2
 GC1193'FEET ABOVE THE LEVEL OF THE STREET, AND SET IN THE TOP OF A
 GC1193'CONCRETE POST LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0768 ***********************************************************************
 HA0768  DESIGNATION -  F 71
 HA0768  PID         -  HA0768
 HA0768  STATE/COUNTY-  KY/MUHLENBERG
 HA0768  USGS QUAD   -  DRAKESBORO (1982)
 HA0768
 HA0768                         *CURRENT SURVEY CONTROL
 HA0768  ___________________________________________________________________
 HA0768* NAD 83(1986)-  37 11 46.     (N)    087 02 06.     (W)     SCALED    
 HA0768* NAVD 88     -       128.854  (meters)     422.75   (feet)  ADJUSTED  
 HA0768  ___________________________________________________________________
 HA0768  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HA0768  DYNAMIC HT  -         128.757 (meters)     422.43  (feet)  COMP
 HA0768  MODELED GRAV-     979,875.1   (mgal)                       NAVD 88
 HA0768
 HA0768  VERT ORDER  -  SECOND    CLASS 0
 HA0768
 HA0768.The horizontal coordinates were scaled from a topographic map and have
 HA0768.an estimated accuracy of +/- 6 seconds.
 HA0768
 HA0768.The orthometric height was determined by differential leveling
 HA0768.and adjusted by the National Geodetic Survey in June 1991..
 HA0768
 HA0768.The geoid height was determined by GEOID03.
 HA0768
 HA0768.The dynamic height is computed by dividing the NAVD 88
 HA0768.geopotential number by the normal gravity value computed on the
 HA0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0768.degrees latitude (g = 980.6199 gals.).
 HA0768
 HA0768.The modeled gravity was interpolated from observed gravity values.
 HA0768
 HA0768;                    North         East    Units  Estimated Accuracy
 HA0768;SPC KY1Z     - 1,096,540.    1,385,920.      MT  (+/- 180 meters Scaled)
 HA0768
 HA0768                          SUPERSEDED SURVEY CONTROL
 HA0768
 HA0768  NGVD 29 (??/??/92)  128.969  (m)          423.13   (f) ADJ UNCH    2 0
 HA0768
 HA0768.Superseded values are not recommended for survey control.
 HA0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0768.See file dsdata.txt to determine how the superseded data were derived.
 HA0768
 HA0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG968166(NAD 83)
 HA0768_MARKER: DB = BENCH MARK DISK
 HA0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0768_STAMPING: F 71 1935
 HA0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0768+STABILITY: SURFACE MOTION
 HA0768
 HA0768  HISTORY     - Date     Condition        Report By
 HA0768  HISTORY     - 1935     MONUMENTED       CGS
 HA0768  HISTORY     - 1943     GOOD             NGS
 HA0768
 HA0768                          STATION DESCRIPTION
 HA0768
 HA0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0768'AT BROWDER.
 HA0768'AT BROWDER, MUHLENBERG COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0768'RAILROAD, 83 YARDS SOUTHWEST ACROSS THE TRACK FROM THE SOUTHWEST
 HA0768'CORNER OF THE STATION, 156.8 FEET NORTHWEST OF MILEPOST 171,
 HA0768'54.7 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, 25.8 FEET
 HA0768'NORTHEAST OF THE NORTHEAST CORNER OF A FRAMEHOUSE, 4 FEET NORTH
 HA0768'OF TELEPHONE POLE 1797, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 HA0768'POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED F 71
 HA0768'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 HA0768'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0576 ***********************************************************************
 HA0576  DESIGNATION -  F 72
 HA0576  PID         -  HA0576
 HA0576  STATE/COUNTY-  KY/MCLEAN
 HA0576  USGS QUAD   -  UTICA (1983)
 HA0576
 HA0576                         *CURRENT SURVEY CONTROL
 HA0576  ___________________________________________________________________
 HA0576* NAD 83(1986)-  37 32 34.     (N)    087 06 28.     (W)     SCALED    
 HA0576* NAVD 88     -       123.683  (meters)     405.78   (feet)  ADJUSTED  
 HA0576  ___________________________________________________________________
 HA0576  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HA0576  DYNAMIC HT  -         123.595 (meters)     405.49  (feet)  COMP
 HA0576  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 HA0576
 HA0576  VERT ORDER  -  SECOND    CLASS 0
 HA0576
 HA0576.The horizontal coordinates were scaled from a topographic map and have
 HA0576.an estimated accuracy of +/- 6 seconds.
 HA0576
 HA0576.The orthometric height was determined by differential leveling
 HA0576.and adjusted by the National Geodetic Survey in June 1991..
 HA0576
 HA0576.The geoid height was determined by GEOID03.
 HA0576
 HA0576.The dynamic height is computed by dividing the NAVD 88
 HA0576.geopotential number by the normal gravity value computed on the
 HA0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0576.degrees latitude (g = 980.6199 gals.).
 HA0576
 HA0576.The modeled gravity was interpolated from observed gravity values.
 HA0576
 HA0576;                    North         East    Units  Estimated Accuracy
 HA0576;SPC KY1Z     - 1,135,100.    1,380,020.      MT  (+/- 180 meters Scaled)
 HA0576
 HA0576                          SUPERSEDED SURVEY CONTROL
 HA0576
 HA0576  NGVD 29 (??/??/92)  123.788  (m)          406.13   (f) ADJ UNCH    2 0
 HA0576
 HA0576.Superseded values are not recommended for survey control.
 HA0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0576.See file dsdata.txt to determine how the superseded data were derived.
 HA0576
 HA0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG904550(NAD 83)
 HA0576_MARKER: DB = BENCH MARK DISK
 HA0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0576_STAMPING: F 72 1935
 HA0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0576+STABILITY: SURFACE MOTION
 HA0576
 HA0576  HISTORY     - Date     Condition        Report By
 HA0576  HISTORY     - 1935     MONUMENTED       CGS
 HA0576
 HA0576                          STATION DESCRIPTION
 HA0576
 HA0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0576'1.8 MI SE FROM LIVIA.
 HA0576'IN MCLEAN  COUNTY, 1.8 MILES SOUTHEAST ALONG THE LOUISVILLE AND
 HA0576'NASHVILLE RAILROAD FROM THE STATION AT LIVIA, DAVIESS COUNTY, 0.3
 HA0576'MILE NORTHWEST OF MILEPOST 198, AT THE NORTHWEST ANGLE OF A
 HA0576'HIGHWAY CROSSING, 43.8 FEET WEST OF THE WEST RAIL, 41.5 FEET
 HA0576'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 75, 34.2 FEET
 HA0576'NORTHEAST OF A 32-INCH ELM TREE, 30 FEET SOUTH OF A FENCE CORNER,
 HA0576'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HA0576'F 72 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0055 ***********************************************************************
 GC0055  DESIGNATION -  F 74
 GC0055  PID         -  GC0055
 GC0055  STATE/COUNTY-  KY/WARREN
 GC0055  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0055
 GC0055                         *CURRENT SURVEY CONTROL
 GC0055  ___________________________________________________________________
 GC0055* NAD 83(1986)-  36 56 48.     (N)    086 25 25.     (W)     SCALED    
 GC0055* NAVD 88     -       162.356  (meters)     532.66   (feet)  ADJUSTED  
 GC0055  ___________________________________________________________________
 GC0055  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GC0055  DYNAMIC HT  -         162.229 (meters)     532.25  (feet)  COMP
 GC0055  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 GC0055
 GC0055  VERT ORDER  -  SECOND    CLASS 0
 GC0055
 GC0055.The horizontal coordinates were scaled from a topographic map and have
 GC0055.an estimated accuracy of +/- 6 seconds.
 GC0055
 GC0055.The orthometric height was determined by differential leveling
 GC0055.and adjusted by the National Geodetic Survey in June 1991..
 GC0055
 GC0055.The geoid height was determined by GEOID03.
 GC0055
 GC0055.The dynamic height is computed by dividing the NAVD 88
 GC0055.geopotential number by the normal gravity value computed on the
 GC0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0055.degrees latitude (g = 980.6199 gals.).
 GC0055
 GC0055.The modeled gravity was interpolated from observed gravity values.
 GC0055
 GC0055;                    North         East    Units  Estimated Accuracy
 GC0055;SPC KY1Z     - 1,068,290.    1,440,000.      MT  (+/- 180 meters Scaled)
 GC0055
 GC0055                          SUPERSEDED SURVEY CONTROL
 GC0055
 GC0055  NGVD 29 (??/??/92)  162.488  (m)          533.10   (f) ADJ UNCH    2 0
 GC0055
 GC0055.Superseded values are not recommended for survey control.
 GC0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0055.See file dsdata.txt to determine how the superseded data were derived.
 GC0055
 GC0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF513891(NAD 83)
 GC0055_MARKER: DB = BENCH MARK DISK
 GC0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0055_STAMPING: F 74 1935
 GC0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0055+STABILITY: SURFACE MOTION
 GC0055
 GC0055  HISTORY     - Date     Condition        Report By
 GC0055  HISTORY     - 1935     MONUMENTED       CGS
 GC0055  HISTORY     - 1964     GOOD             NGS
 GC0055  HISTORY     - 1968     MARK NOT FOUND   USGS
 GC0055
 GC0055                          STATION DESCRIPTION
 GC0055
 GC0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC0055'2.6 MI SE FROM BOWLING GREEN.
 GC0055'MARK IS LOCATED ABOUT 2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 231
 GC0055'FROM THE INTERSECTION OF LAUREL AVENUE (U.S. HIGHWAY 31W BY-PASS),
 GC0055'ABOUT 1.2 MILES SOUTH OF THE ENTRANCE OF THE BOWLING GREEN-WARREN
 GC0055'COUNTY AIRPORT, ABOUT 0.6 MILE SOUTH OF JUNCTION OF STATE HIGHWAY
 GC0055'627 LEADING EAST, ABOUT 0.4 MILE NORTH OF JUNCTION OF STATE
 GC0055'HIGHWAY 872 LEADING EAST, 22.5 FEET WEST OF CENTERLINE OF HIGHWAY,
 GC0055'2 FEET EAST OF A FENCE LINE, 3.5 FEET NORTHEAST OF A FENCE CORNER
 GC0055'POST, 89 FEET NORTH OF TELEPHONE CABLE POLE NO. 67, 45 FEET SOUTH
 GC0055'OF THE SOUTH ONE OF A NORTH-SOUTH ROW OF LARGE MAPLE TREES, ABOUT
 GC0055'0.5 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GC0055'POST PROJECTING 4 INCHES AND STAMPED F 74 1935.  NOTE-- NEW ROAD
 GC0055'CONSTRUCTION IN AREA.
 GC0055
 GC0055                          STATION RECOVERY (1968)
 GC0055
 GC0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GC0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0195 ***********************************************************************
 HA0195  DESIGNATION -  F 75
 HA0195  PID         -  HA0195
 HA0195  STATE/COUNTY-  KY/EDMONSON
 HA0195  USGS QUAD   -  RHODA (1979)
 HA0195
 HA0195                         *CURRENT SURVEY CONTROL
 HA0195  ___________________________________________________________________
 HA0195* NAD 83(1986)-  37 10 43.     (N)    086 14 50.     (W)     SCALED    
 HA0195* NAVD 88     -       186.529  (meters)     611.97   (feet)  ADJUSTED  
 HA0195  ___________________________________________________________________
 HA0195  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HA0195  DYNAMIC HT  -         186.387 (meters)     611.50  (feet)  COMP
 HA0195  MODELED GRAV-     979,865.1   (mgal)                       NAVD 88
 HA0195
 HA0195  VERT ORDER  -  SECOND    CLASS 0
 HA0195
 HA0195.The horizontal coordinates were scaled from a topographic map and have
 HA0195.an estimated accuracy of +/- 6 seconds.
 HA0195
 HA0195.The orthometric height was determined by differential leveling
 HA0195.and adjusted by the National Geodetic Survey in June 1991..
 HA0195
 HA0195.The geoid height was determined by GEOID03.
 HA0195
 HA0195.The dynamic height is computed by dividing the NAVD 88
 HA0195.geopotential number by the normal gravity value computed on the
 HA0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0195.degrees latitude (g = 980.6199 gals.).
 HA0195
 HA0195.The modeled gravity was interpolated from observed gravity values.
 HA0195
 HA0195;                    North         East    Units  Estimated Accuracy
 HA0195;SPC KY1Z     - 1,093,930.    1,455,850.      MT  (+/- 180 meters Scaled)
 HA0195
 HA0195                          SUPERSEDED SURVEY CONTROL
 HA0195
 HA0195  NGVD 29 (??/??/92)  186.644  (m)          612.35   (f) ADJ UNCH    2 0
 HA0195
 HA0195.Superseded values are not recommended for survey control.
 HA0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0195.See file dsdata.txt to determine how the superseded data were derived.
 HA0195
 HA0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG668149(NAD 83)
 HA0195_MARKER: DB = BENCH MARK DISK
 HA0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0195_STAMPING: F 75 1935
 HA0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0195+STABILITY: SURFACE MOTION
 HA0195
 HA0195  HISTORY     - Date     Condition        Report By
 HA0195  HISTORY     - 1935     MONUMENTED       CGS
 HA0195  HISTORY     - 1943     GOOD             NGS
 HA0195
 HA0195                          STATION DESCRIPTION
 HA0195
 HA0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0195'1.8 MI SE FROM BROWNSVILLE.
 HA0195'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 65 FROM THE COUNTY COURTHOUSE
 HA0195'AT BROWNSVILLE, EDMONSON COUNTY, 119 YARDS SOUTHEAST OF THE
 HA0195'SOUTHEAST CORNER OF THE J. CARRIER HOUSE, 97 FEET NORTH OF THE
 HA0195'NORTHWEST CORNER OF THE S.B. JOHNSON STORE, 22 FEET NORTHWEST
 HA0195'OF A SOUTHWEST FENCE CORNER, 3 FEET WEST OF THE FENCE, 17 FEET
 HA0195'EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 HA0195'HIGHWAY.  A STANDARD DISK, STAMPED F 75 1935 AND SET IN THE TOP
 HA0195'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0240 ***********************************************************************
 HA0240  DESIGNATION -  F 76
 HA0240  PID         -  HA0240
 HA0240  STATE/COUNTY-  KY/GRAYSON
 HA0240  USGS QUAD   -  LEITCHFIELD (1967)
 HA0240
 HA0240                         *CURRENT SURVEY CONTROL
 HA0240  ___________________________________________________________________
 HA0240* NAD 83(1986)-  37 29 15.     (N)    086 17 32.     (W)     SCALED    
 HA0240* NAVD 88     -       222.959  (meters)     731.49   (feet)  ADJUSTED  
 HA0240  ___________________________________________________________________
 HA0240  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HA0240  DYNAMIC HT  -         222.793 (meters)     730.95  (feet)  COMP
 HA0240  MODELED GRAV-     979,877.5   (mgal)                       NAVD 88
 HA0240
 HA0240  VERT ORDER  -  SECOND    CLASS 0
 HA0240
 HA0240.The horizontal coordinates were scaled from a topographic map and have
 HA0240.an estimated accuracy of +/- 6 seconds.
 HA0240
 HA0240.The orthometric height was determined by differential leveling
 HA0240.and adjusted by the National Geodetic Survey in June 1991..
 HA0240
 HA0240.The geoid height was determined by GEOID03.
 HA0240
 HA0240.The dynamic height is computed by dividing the NAVD 88
 HA0240.geopotential number by the normal gravity value computed on the
 HA0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0240.degrees latitude (g = 980.6199 gals.).
 HA0240
 HA0240.The modeled gravity was interpolated from observed gravity values.
 HA0240
 HA0240;                    North         East    Units  Estimated Accuracy
 HA0240;SPC KY1Z     - 1,128,230.    1,452,050.      MT  (+/- 180 meters Scaled)
 HA0240
 HA0240                          SUPERSEDED SURVEY CONTROL
 HA0240
 HA0240  NGVD 29 (??/??/92)  223.082  (m)          731.89   (f) ADJ UNCH    2 0
 HA0240
 HA0240.Superseded values are not recommended for survey control.
 HA0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0240.See file dsdata.txt to determine how the superseded data were derived.
 HA0240
 HA0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG625491(NAD 83)
 HA0240_MARKER: DB = BENCH MARK DISK
 HA0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0240_STAMPING: F 76 1935
 HA0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0240+STABILITY: SURFACE MOTION
 HA0240
 HA0240  HISTORY     - Date     Condition        Report By
 HA0240  HISTORY     - 1935     MONUMENTED       CGS
 HA0240
 HA0240                          STATION DESCRIPTION
 HA0240
 HA0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0240'AT LEITCHFIELD.
 HA0240'AT LEITCHFIELD, GRAYSON COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 HA0240'54 FEET NORTH OF THE NORTHEAST CORNER OF THE STATION, 57 YARDS
 HA0240'NORTHEAST OF THE CENTER OF A ROAD CROSSING, 18.3 FEET NORTHWEST
 HA0240'OF THE NORTHWEST RAIL, 8.8 FEET SOUTHEAST OF THE EAST END OF A
 HA0240'LAWN RETAINING WALL, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 HA0240'A STANDARD DISK, STAMPED F 76 1935 AND SET IN THE TOP OF A CONCRETE
 HA0240'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0381 ***********************************************************************
 HA0381  DESIGNATION -  F 77
 HA0381  PID         -  HA0381
 HA0381  STATE/COUNTY-  KY/DAVIESS
 HA0381  USGS QUAD   -  PHILPOT (1973)
 HA0381
 HA0381                         *CURRENT SURVEY CONTROL
 HA0381  ___________________________________________________________________
 HA0381* NAD 83(1986)-  37 43 01.     (N)    086 55 58.     (W)     SCALED    
 HA0381* NAVD 88     -       124.434  (meters)     408.25   (feet)  ADJUSTED  
 HA0381  ___________________________________________________________________
 HA0381  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HA0381  DYNAMIC HT  -         124.348 (meters)     407.97  (feet)  COMP
 HA0381  MODELED GRAV-     979,938.2   (mgal)                       NAVD 88
 HA0381
 HA0381  VERT ORDER  -  SECOND    CLASS 0
 HA0381
 HA0381.The horizontal coordinates were scaled from a topographic map and have
 HA0381.an estimated accuracy of +/- 6 seconds.
 HA0381
 HA0381.The orthometric height was determined by differential leveling
 HA0381.and adjusted by the National Geodetic Survey in June 1991..
 HA0381
 HA0381.The geoid height was determined by GEOID03.
 HA0381
 HA0381.The dynamic height is computed by dividing the NAVD 88
 HA0381.geopotential number by the normal gravity value computed on the
 HA0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0381.degrees latitude (g = 980.6199 gals.).
 HA0381
 HA0381.The modeled gravity was interpolated from observed gravity values.
 HA0381
 HA0381;                    North         East    Units  Estimated Accuracy
 HA0381;SPC KY1Z     - 1,154,220.    1,395,730.      MT  (+/- 180 meters Scaled)
 HA0381
 HA0381                          SUPERSEDED SURVEY CONTROL
 HA0381
 HA0381  NGVD 29 (??/??/92)  124.541  (m)          408.60   (f) ADJ UNCH    2 0
 HA0381
 HA0381.Superseded values are not recommended for survey control.
 HA0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0381.See file dsdata.txt to determine how the superseded data were derived.
 HA0381
 HA0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG059744(NAD 83)
 HA0381_MARKER: DB = BENCH MARK DISK
 HA0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0381_STAMPING: F 77 1935
 HA0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0381+STABILITY: SURFACE MOTION
 HA0381
 HA0381  HISTORY     - Date     Condition        Report By
 HA0381  HISTORY     - 1935     MONUMENTED       CGS
 HA0381  HISTORY     - 20050516 MARK NOT FOUND   KYTC
 HA0381
 HA0381                          STATION DESCRIPTION
 HA0381
 HA0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0381'2.7 MI SE FROM PHILPOT.
 HA0381'2.7 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HA0381'THE STATION AT PHILPOT, DAVIESS COUNTY, ABOUT 10 RAILS EAST OF
 HA0381'MILEPOST HB 30-0 11, AT A ROAD CROSSING, 32 FEET WEST OF THE
 HA0381'CENTERLINE OF THE KARN GROVE ROAD, 20.5 FEET SOUTH OF THE SOUTH
 HA0381'RAIL, 17 FEET NORTHWEST OF THE NORTHEAST FENCE CORNER, AND ABOUT
 HA0381'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 77 1935
 HA0381'AND SET IN THE TOP OF A CONCRETE POST.
 HA0381
 HA0381                          STATION RECOVERY (2005)
 HA0381
 HA0381'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 HA0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0348 ***********************************************************************
 HA0348  DESIGNATION -  F 78
 HA0348  PID         -  HA0348
 HA0348  STATE/COUNTY-  KY/GRAYSON
 HA0348  USGS QUAD   -  SPRING LICK (1971)
 HA0348
 HA0348                         *CURRENT SURVEY CONTROL
 HA0348  ___________________________________________________________________
 HA0348* NAD 83(1986)-  37 25 43.     (N)    086 34 51.     (W)     SCALED    
 HA0348* NAVD 88     -       149.733  (meters)     491.25   (feet)  ADJUSTED  
 HA0348  ___________________________________________________________________
 HA0348  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HA0348  DYNAMIC HT  -         149.620 (meters)     490.88  (feet)  COMP
 HA0348  MODELED GRAV-     979,877.8   (mgal)                       NAVD 88
 HA0348
 HA0348  VERT ORDER  -  SECOND    CLASS 0
 HA0348
 HA0348.The horizontal coordinates were scaled from a topographic map and have
 HA0348.an estimated accuracy of +/- 6 seconds.
 HA0348
 HA0348.The orthometric height was determined by differential leveling
 HA0348.and adjusted by the National Geodetic Survey in June 1991..
 HA0348
 HA0348.The geoid height was determined by GEOID03.
 HA0348
 HA0348.The dynamic height is computed by dividing the NAVD 88
 HA0348.geopotential number by the normal gravity value computed on the
 HA0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0348.degrees latitude (g = 980.6199 gals.).
 HA0348
 HA0348.The modeled gravity was interpolated from observed gravity values.
 HA0348
 HA0348;                    North         East    Units  Estimated Accuracy
 HA0348;SPC KY1Z     - 1,121,890.    1,426,470.      MT  (+/- 180 meters Scaled)
 HA0348
 HA0348                          SUPERSEDED SURVEY CONTROL
 HA0348
 HA0348  NGVD 29 (??/??/92)  149.845  (m)          491.62   (f) ADJ UNCH    2 0
 HA0348
 HA0348.Superseded values are not recommended for survey control.
 HA0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0348.See file dsdata.txt to determine how the superseded data were derived.
 HA0348
 HA0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG370425(NAD 83)
 HA0348_MARKER: DB = BENCH MARK DISK
 HA0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0348_SP_SET: OVERPASS
 HA0348_STAMPING: F 78 1935
 HA0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0348
 HA0348  HISTORY     - Date     Condition        Report By
 HA0348  HISTORY     - 1935     MONUMENTED       CGS
 HA0348
 HA0348                          STATION DESCRIPTION
 HA0348
 HA0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0348'2.3 MI W FROM SPRING LICK.
 HA0348'2.3 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0348'STATION AT SPRING LICK, GRAYSON COUNTY, 374 FEET WEST OF MILEPOST
 HA0348'L 90, 22.4 FEET NORTH OF THE NORTH RAIL, AT AN OVERPASS OF U.S.
 HA0348'HIGHWAY 62, IN THE SOUTH FACE OF THE NORTH PIER, 3.4 FEET WEST
 HA0348'OF THE EAST EDGE OF THE PIER, AND ABOUT 3 FEET ABOVE GROUND.
 HA0348'A STANDARD DISK, STAMPED F 78 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1717 ***********************************************************************
 GC1717  DESIGNATION -  F 8
 GC1717  PID         -  GC1717
 GC1717  STATE/COUNTY-  KY/CHRISTIAN
 GC1717  USGS QUAD   -  CHURCH HILL (1981)
 GC1717
 GC1717                         *CURRENT SURVEY CONTROL
 GC1717  ___________________________________________________________________
 GC1717* NAD 83(1986)-  36 52 20.     (N)    087 35 28.     (W)     SCALED    
 GC1717* NAVD 88     -       143.890  (meters)     472.08   (feet)  ADJUSTED  
 GC1717  ___________________________________________________________________
 GC1717  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC1717  DYNAMIC HT  -         143.777 (meters)     471.71  (feet)  COMP
 GC1717  MODELED GRAV-     979,843.1   (mgal)                       NAVD 88
 GC1717
 GC1717  VERT ORDER  -  FIRST     CLASS I
 GC1717
 GC1717.The horizontal coordinates were scaled from a topographic map and have
 GC1717.an estimated accuracy of +/- 6 seconds.
 GC1717
 GC1717.The orthometric height was determined by differential leveling
 GC1717.and adjusted by the National Geodetic Survey in June 1991..
 GC1717.WARNING-Repeat measurements at this control monument indicate possible
 GC1717.vertical movement.
 GC1717
 GC1717.The geoid height was determined by GEOID03.
 GC1717
 GC1717.The dynamic height is computed by dividing the NAVD 88
 GC1717.geopotential number by the normal gravity value computed on the
 GC1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1717.degrees latitude (g = 980.6199 gals.).
 GC1717
 GC1717.The modeled gravity was interpolated from observed gravity values.
 GC1717
 GC1717;                    North         East    Units  Estimated Accuracy
 GC1717;SPC KY1Z     - 1,061,430.    1,335,850.      MT  (+/- 180 meters Scaled)
 GC1717
 GC1717                          SUPERSEDED SURVEY CONTROL
 GC1717
 GC1717  NGVD 29 (??/??/92)  143.964  (m)          472.32   (f) ADJ UNCH    1 1
 GC1717
 GC1717.Superseded values are not recommended for survey control.
 GC1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1717.See file dsdata.txt to determine how the superseded data were derived.
 GC1717
 GC1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF473808(NAD 83)
 GC1717_MARKER: DB = BENCH MARK DISK
 GC1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1717_STAMPING: F 8 1921
 GC1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1717+STABILITY: SURFACE MOTION
 GC1717
 GC1717  HISTORY     - Date     Condition        Report By
 GC1717  HISTORY     - 1921     MONUMENTED       CGS
 GC1717  HISTORY     - 1968     GOOD             NGS
 GC1717
 GC1717                          STATION DESCRIPTION
 GC1717
 GC1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1717'3.9 MI E FROM GRACEY.
 GC1717'ABOUT 3.9 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1717'STATION AT GRACEY, 0.3 MILE WEST OF MILEPOST 125, 0.35 MILE WEST
 GC1717'OF A CROSSING OF THE RAILROAD AND PETSCH LANE, 34 1/2 FEET NORTH
 GC1717'OF THE NORTH RAIL, 40 FEET NORTHWEST OF THE CENTER OF A 13-FOOT
 GC1717'WOODEN RAILROAD BRIDGE, 17 FEET EAST OF A CORNER FENCE POST,
 GC1717'3 1/2 FEET SOUTH OF A FENCE, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 GC1717'TRACK, AND SET IN THE TOP OF A CONCRETE POST 14 INCHES UNDER
 GC1717'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0361 ***********************************************************************
 HA0361  DESIGNATION -  F 80
 HA0361  PID         -  HA0361
 HA0361  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0361  USGS QUAD   -  GLEN DEAN (1993)
 HA0361
 HA0361                         *CURRENT SURVEY CONTROL
 HA0361  ___________________________________________________________________
 HA0361* NAD 83(1986)-  37 37 30.     (N)    086 33 34.     (W)     SCALED    
 HA0361* NAVD 88     -       137.663  (meters)     451.65   (feet)  POSTED    
 HA0361  ___________________________________________________________________
 HA0361  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HA0361  DYNAMIC HT  -         137.560 (meters)     451.31  (feet)  COMP
 HA0361  MODELED GRAV-     979,907.4   (mgal)                       NAVD 88
 HA0361
 HA0361  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 HA0361
 HA0361.The horizontal coordinates were scaled from a topographic map and have
 HA0361.an estimated accuracy of +/- 6 seconds.
 HA0361
 HA0361.The orthometric height was determined by differential leveling
 HA0361.and adjusted by the National Geodetic Survey in 1992..
 HA0361.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 HA0361.rate greater than 8.0 mm/km.
 HA0361
 HA0361.The geoid height was determined by GEOID03.
 HA0361
 HA0361.The dynamic height is computed by dividing the NAVD 88
 HA0361.geopotential number by the normal gravity value computed on the
 HA0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0361.degrees latitude (g = 980.6199 gals.).
 HA0361
 HA0361.The modeled gravity was interpolated from observed gravity values.
 HA0361
 HA0361;                    North         East    Units  Estimated Accuracy
 HA0361;SPC KY1Z     - 1,143,660.    1,428,550.      MT  (+/- 180 meters Scaled)
 HA0361
 HA0361                          SUPERSEDED SURVEY CONTROL
 HA0361
 HA0361  NGVD 29 (??/??/92)  137.806  (m)          452.12   (f) ADJ UNCH    2 0
 HA0361
 HA0361.Superseded values are not recommended for survey control.
 HA0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0361.See file dsdata.txt to determine how the superseded data were derived.
 HA0361
 HA0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG388643(NAD 83)
 HA0361_MARKER: DB = BENCH MARK DISK
 HA0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0361_STAMPING: F 80 1935
 HA0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0361+STABILITY: SURFACE MOTION
 HA0361
 HA0361  HISTORY     - Date     Condition        Report By
 HA0361  HISTORY     - 1935     MONUMENTED       CGS
 HA0361
 HA0361                          STATION DESCRIPTION
 HA0361
 HA0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0361'2.3 MI W FROM GLEN DEAN.
 HA0361'2.3 MILES WEST ALONG THE ABANDONED LOUISVILLE AND NASHVILLE
 HA0361'RAILROAD FROM THE FORMER STATION AT GLEN DEAN, BRECKINRIDGE
 HA0361'COUNTY, 75 FEET SOUTHWEST OF THE FORMER STATION AT DEMPSTER, 41.5
 HA0361'FEET WEST OF THE ROADBED, 16 FEET EAST OF A RIGHT-OF-WAY FENCE, AND
 HA0361'LEVEL WITH THE ROADBED.  A STANDARD DISK, STAMPED F 80 1935 AND
 HA0361'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0008 ***********************************************************************
 HA0008  DESIGNATION -  F 81
 HA0008  PID         -  HA0008
 HA0008  STATE/COUNTY-  KY/MEADE
 HA0008  USGS QUAD   -  IRVINGTON (1953)
 HA0008
 HA0008                         *CURRENT SURVEY CONTROL
 HA0008  ___________________________________________________________________
 HA0008* NAD 83(1986)-  37 52 47.     (N)    086 15 04.     (W)     SCALED    
 HA0008* NAVD 88     -       200.583  (meters)     658.08   (feet)  ADJUSTED  
 HA0008  ___________________________________________________________________
 HA0008  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HA0008  DYNAMIC HT  -         200.438 (meters)     657.60  (feet)  COMP
 HA0008  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 HA0008
 HA0008  VERT ORDER  -  SECOND    CLASS 0
 HA0008
 HA0008.The horizontal coordinates were scaled from a topographic map and have
 HA0008.an estimated accuracy of +/- 6 seconds.
 HA0008
 HA0008.The orthometric height was determined by differential leveling
 HA0008.and adjusted by the National Geodetic Survey in June 1991..
 HA0008
 HA0008.The geoid height was determined by GEOID03.
 HA0008
 HA0008.The dynamic height is computed by dividing the NAVD 88
 HA0008.geopotential number by the normal gravity value computed on the
 HA0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0008.degrees latitude (g = 980.6199 gals.).
 HA0008
 HA0008.The modeled gravity was interpolated from observed gravity values.
 HA0008
 HA0008;                    North         East    Units  Estimated Accuracy
 HA0008;SPC KY1Z     - 1,171,740.    1,455,920.      MT  (+/- 180 meters Scaled)
 HA0008
 HA0008                          SUPERSEDED SURVEY CONTROL
 HA0008
 HA0008  NGVD 29 (??/??/92)  200.683  (m)          658.41   (f) ADJ UNCH    2 0
 HA0008
 HA0008.Superseded values are not recommended for survey control.
 HA0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0008.See file dsdata.txt to determine how the superseded data were derived.
 HA0008
 HA0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG658927(NAD 83)
 HA0008_MARKER: DB = BENCH MARK DISK
 HA0008_SETTING: 66 = SET IN ROCK OUTCROP
 HA0008_SP_SET: ROCK OUTCROP
 HA0008_STAMPING: F 81 1935
 HA0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0008+STABILITY: POSITION/ELEVATION WELL
 HA0008
 HA0008  HISTORY     - Date     Condition        Report By
 HA0008  HISTORY     - 1935     MONUMENTED       CGS
 HA0008
 HA0008                          STATION DESCRIPTION
 HA0008
 HA0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0008'1.8 MI SW FROM GUSTON.
 HA0008'1.8 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0008'FROM THE STATION AT GUSTON, MEADE COUNTY, 25 FEET EAST OF MILEPOST
 HA0008'47, 145 FEET WEST OF A ROAD CROSSING, 10 FEET SOUTH OF THE SOUTH
 HA0008'RAIL, IN THE TOP OF A ROCK OUTCROP, AND LEVEL WITH THE TRACK.
 HA0008'A STANDARD DISK, STAMPED F 81 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0825 ***********************************************************************
 GY0825  DESIGNATION -  F 83
 GY0825  PID         -  GY0825
 GY0825  STATE/COUNTY-  KY/PIKE
 GY0825  USGS QUAD   -  JENKINS EAST (1992)
 GY0825
 GY0825                         *CURRENT SURVEY CONTROL
 GY0825  ___________________________________________________________________
 GY0825* NAD 83(1986)-  37 12 40.     (N)    082 33 34.     (W)     SCALED    
 GY0825* NAVD 88     -       424.343  (meters)    1392.20   (feet)  ADJUSTED  
 GY0825  ___________________________________________________________________
 GY0825  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GY0825  DYNAMIC HT  -         423.987 (meters)    1391.03  (feet)  COMP
 GY0825  MODELED GRAV-     979,779.5   (mgal)                       NAVD 88
 GY0825
 GY0825  VERT ORDER  -  SECOND    CLASS 0
 GY0825
 GY0825.The horizontal coordinates were scaled from a topographic map and have
 GY0825.an estimated accuracy of +/- 6 seconds.
 GY0825
 GY0825.The orthometric height was determined by differential leveling
 GY0825.and adjusted by the National Geodetic Survey in June 1991..
 GY0825
 GY0825.The geoid height was determined by GEOID03.
 GY0825
 GY0825.The dynamic height is computed by dividing the NAVD 88
 GY0825.geopotential number by the normal gravity value computed on the
 GY0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0825.degrees latitude (g = 980.6199 gals.).
 GY0825
 GY0825.The modeled gravity was interpolated from observed gravity values.
 GY0825
 GY0825;                    North         East    Units  Estimated Accuracy
 GY0825;SPC KY1Z     - 1,102,260.    1,783,150.      MT  (+/- 180 meters Scaled)
 GY0825
 GY0825                          SUPERSEDED SURVEY CONTROL
 GY0825
 GY0825  NGVD 29 (??/??/92)  424.500  (m)         1392.71   (f) ADJ UNCH    2 0
 GY0825
 GY0825.Superseded values are not recommended for survey control.
 GY0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0825.See file dsdata.txt to determine how the superseded data were derived.
 GY0825
 GY0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB616194(NAD 83)
 GY0825_MARKER: DB = BENCH MARK DISK
 GY0825_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0825_SP_SET: BRIDGE
 GY0825_STAMPING: F 83 1935 1392.714
 GY0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0825
 GY0825  HISTORY     - Date     Condition        Report By
 GY0825  HISTORY     - 1935     MONUMENTED       CGS
 GY0825  HISTORY     - 1956     GOOD             NGS
 GY0825
 GY0825                          STATION DESCRIPTION
 GY0825
 GY0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0825'AT SHELBY GAP.
 GY0825'AT SHELBY GAP, 0.15 MILE SOUTHWEST OF THE STATION SIGN, SHELBY
 GY0825'GAP, 15 RAILS EAST OF MILE POST 23, 5.5 FEET SOUTH OF THE SOUTH
 GY0825'RAIL, AT THE WEST END OF BRIDGE NO. 229 OVER ELKHORN CREEK AND
 GY0825'U.S. HIGHWAY 23, IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT,
 GY0825'ABOUT 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1305 ***********************************************************************
 GY1305  DESIGNATION -  F 85
 GY1305  PID         -  GY1305
 GY1305  STATE/COUNTY-  KY/LAWRENCE
 GY1305  USGS QUAD   -  RICHARDSON (1992)
 GY1305
 GY1305                         *CURRENT SURVEY CONTROL
 GY1305  ___________________________________________________________________
 GY1305* NAD 83(1986)-  37 58 39.     (N)    082 39 22.     (W)     SCALED    
 GY1305* NAVD 88     -       180.565  (meters)     592.40   (feet)  ADJUSTED  
 GY1305  ___________________________________________________________________
 GY1305  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 GY1305  DYNAMIC HT  -         180.435 (meters)     591.98  (feet)  COMP
 GY1305  MODELED GRAV-     979,904.8   (mgal)                       NAVD 88
 GY1305
 GY1305  VERT ORDER  -  SECOND    CLASS 0
 GY1305
 GY1305.The horizontal coordinates were scaled from a topographic map and have
 GY1305.an estimated accuracy of +/- 6 seconds.
 GY1305
 GY1305.The orthometric height was determined by differential leveling
 GY1305.and adjusted by the National Geodetic Survey in June 1991..
 GY1305
 GY1305.The geoid height was determined by GEOID03.
 GY1305
 GY1305.The dynamic height is computed by dividing the NAVD 88
 GY1305.geopotential number by the normal gravity value computed on the
 GY1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1305.degrees latitude (g = 980.6199 gals.).
 GY1305
 GY1305.The modeled gravity was interpolated from observed gravity values.
 GY1305
 GY1305;                    North         East    Units  Estimated Accuracy
 GY1305;SPC KY1Z     - 1,186,980.    1,771,750.      MT  (+/- 180 meters Scaled)
 GY1305
 GY1305                          SUPERSEDED SURVEY CONTROL
 GY1305
 GY1305  NGVD 29 (??/??/92)  180.78   (m)          593.1    (f) COMPUTED    2 0
 GY1305
 GY1305.Superseded values are not recommended for survey control.
 GY1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1305.See file dsdata.txt to determine how the superseded data were derived.
 GY1305
 GY1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC545046(NAD 83)
 GY1305_MARKER: DB = BENCH MARK DISK
 GY1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1305_STAMPING: F 85 1935
 GY1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1305+STABILITY: SURFACE MOTION
 GY1305
 GY1305  HISTORY     - Date     Condition        Report By
 GY1305  HISTORY     - 1935     MONUMENTED       CGS
 GY1305  HISTORY     - 1955     MARK NOT FOUND   NGS
 GY1305
 GY1305                          STATION DESCRIPTION
 GY1305
 GY1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY1305'6 MI S FROM CHAPMAN.
 GY1305'6.0 MILES SOUTH OF STATION BY RAIL, 3.6 MILES NORTH OF RICHARDSON.
 GY1305'ON THE CATLETTSBURG - ELKHORN CITY LINE OF THE CHESAPEAKE AND OHIO
 GY1305'RAILROAD.  0.3 MILE SOUTH OF GEORGE CREEK FLAG STOP.  18 FEET
 GY1305'WEST OF WEST RAIL.  10 FEET WEST OF MILE POST NO. 39.  1 FOOT
 GY1305'BELOW BASE OF RAIL.  ON TOP OF CONCRETE POST.
 GY1305
 GY1305                          STATION RECOVERY (1955)
 GY1305
 GY1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GY1305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1340 ***********************************************************************
 GY1340  DESIGNATION -  F 86
 GY1340  PID         -  GY1340
 GY1340  STATE/COUNTY-  KY/FLOYD
 GY1340  USGS QUAD   -  PRESTONSBURG (1992)
 GY1340
 GY1340                         *CURRENT SURVEY CONTROL
 GY1340  ___________________________________________________________________
 GY1340* NAD 83(1986)-  37 40 18.     (N)    082 46 49.     (W)     SCALED    
 GY1340* NAVD 88     -       193.953  (meters)     636.33   (feet)  ADJUSTED  
 GY1340  ___________________________________________________________________
 GY1340  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GY1340  DYNAMIC HT  -         193.806 (meters)     635.85  (feet)  COMP
 GY1340  MODELED GRAV-     979,867.8   (mgal)                       NAVD 88
 GY1340
 GY1340  VERT ORDER  -  SECOND    CLASS 0
 GY1340
 GY1340.The horizontal coordinates were scaled from a topographic map and have
 GY1340.an estimated accuracy of +/- 6 seconds.
 GY1340
 GY1340.The orthometric height was determined by differential leveling
 GY1340.and adjusted by the National Geodetic Survey in June 1991..
 GY1340
 GY1340.The geoid height was determined by GEOID03.
 GY1340
 GY1340.The dynamic height is computed by dividing the NAVD 88
 GY1340.geopotential number by the normal gravity value computed on the
 GY1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1340.degrees latitude (g = 980.6199 gals.).
 GY1340
 GY1340.The modeled gravity was interpolated from observed gravity values.
 GY1340
 GY1340;                    North         East    Units  Estimated Accuracy
 GY1340;SPC KY1Z     - 1,152,700.    1,761,930.      MT  (+/- 180 meters Scaled)
 GY1340
 GY1340                          SUPERSEDED SURVEY CONTROL
 GY1340
 GY1340  NGVD 29 (??/??/92)  194.151  (m)          636.98   (f) ADJ UNCH    2 0
 GY1340
 GY1340.Superseded values are not recommended for survey control.
 GY1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1340.See file dsdata.txt to determine how the superseded data were derived.
 GY1340
 GY1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB429708(NAD 83)
 GY1340_MARKER: DB = BENCH MARK DISK
 GY1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1340_STAMPING: F 86 1935 636.977
 GY1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1340+STABILITY: SURFACE MOTION
 GY1340
 GY1340  HISTORY     - Date     Condition        Report By
 GY1340  HISTORY     - 1935     MONUMENTED       CGS
 GY1340  HISTORY     - 1956     GOOD             NGS
 GY1340  HISTORY     - 20011105 MARK NOT FOUND   KYDT
 GY1340
 GY1340                          STATION DESCRIPTION
 GY1340
 GY1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1340'AT PRESTONBURG.
 GY1340'AT PRESTONBURG, ALONG THE CHESAPEAKE AND OHIO RAILROAD, 45.5
 GY1340'FEET EAST AND ACROSS THE TRACKS FROM THE DISPATCHERS WINDOW
 GY1340'OF STATION, 27 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 GY1340'21 FEET EAST OF THE EAST RAIL OF A SIDE TRACK, 27.5 FEET WEST
 GY1340'SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE OWNED BY RAILROAD, 3
 GY1340'FEET EAST OF THE YARD FENCE, IN THE TOP OF A CONCRETE POST
 GY1340'PROJECTING 3 INCHES AND ABOUT 1 FOOT BELOW THE LEVEL OF TRACK.
 GY1340
 GY1340                          STATION RECOVERY (2001)
 GY1340
 GY1340'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0538 ***********************************************************************
 GY0538  DESIGNATION -  F 87
 GY0538  PID         -  GY0538
 GY0538  STATE/COUNTY-  KY/PIKE
 GY0538  USGS QUAD   -  MILLARD (1978)
 GY0538
 GY0538                         *CURRENT SURVEY CONTROL
 GY0538  ___________________________________________________________________
 GY0538* NAD 83(1986)-  37 25 08.     (N)    082 27 59.     (W)     SCALED    
 GY0538* NAVD 88     -       215.464  (meters)     706.90   (feet)  ADJUSTED  
 GY0538  ___________________________________________________________________
 GY0538  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GY0538  DYNAMIC HT  -         215.298 (meters)     706.36  (feet)  COMP
 GY0538  MODELED GRAV-     979,852.1   (mgal)                       NAVD 88
 GY0538
 GY0538  VERT ORDER  -  SECOND    CLASS 0
 GY0538
 GY0538.The horizontal coordinates were scaled from a topographic map and have
 GY0538.an estimated accuracy of +/- 6 seconds.
 GY0538
 GY0538.The orthometric height was determined by differential leveling
 GY0538.and adjusted by the National Geodetic Survey in June 1991..
 GY0538
 GY0538.The geoid height was determined by GEOID03.
 GY0538
 GY0538.The dynamic height is computed by dividing the NAVD 88
 GY0538.geopotential number by the normal gravity value computed on the
 GY0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0538.degrees latitude (g = 980.6199 gals.).
 GY0538
 GY0538.The modeled gravity was interpolated from observed gravity values.
 GY0538
 GY0538;                    North         East    Units  Estimated Accuracy
 GY0538;SPC KY1Z     - 1,125,590.    1,790,590.      MT  (+/- 180 meters Scaled)
 GY0538
 GY0538                          SUPERSEDED SURVEY CONTROL
 GY0538
 GY0538  NGVD 29 (??/??/92)  215.665  (m)          707.56   (f) ADJ UNCH    2 0
 GY0538
 GY0538.Superseded values are not recommended for survey control.
 GY0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0538.See file dsdata.txt to determine how the superseded data were derived.
 GY0538
 GY0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB702423(NAD 83)
 GY0538_MARKER: DB = BENCH MARK DISK
 GY0538_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY0538_SP_SET: UNSPECIFIED ROCK
 GY0538_STAMPING: F 87 1935 707.561
 GY0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0538
 GY0538  HISTORY     - Date     Condition        Report By
 GY0538  HISTORY     - 1935     MONUMENTED       CGS
 GY0538  HISTORY     - 1956     POOR             NGS
 GY0538  HISTORY     - 20020722 MARK NOT FOUND   KYDT
 GY0538
 GY0538                          STATION DESCRIPTION
 GY0538
 GY0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0538'1.5 MI SE FROM SHELBY.
 GY0538'1.5 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 GY0538'THE RAILROAD WATER STAND PIPE AT SHELBY, 1.8 MILES NORTHWEST OF
 GY0538'THE STATION AT MILLARD, 0.4 MILE NORTHWEST OF THE FLAG STATION
 GY0538'AT SUTTON, AT THE SOUTHEAST END OF A CUT AND THE NORTHWEST END OF
 GY0538'A FILL OVER A HOLLOW, 40 YARDS NORTHWEST OF LOW CULVERT FOR THE
 GY0538'HOLLOW, DIRECTLY ACROSS THE LEVISA FORK OF BIG SANDY RIVER FROM
 GY0538'GARDEN VILLAGE, ON THE EXTENDED LINE OF THE SOUTHEAST SIDE OF THE
 GY0538'ONLY STREET THAT LEADS TO THE RIVER BANK, 15.8 FEET SOUTHWEST
 GY0538'OF THE SOUTHWEST RAIL, IN THE TOP OF A 7 BY 7 FOOT SLIGHTLY
 GY0538'SLANTING ROCK WHICH IS JUST SOUTHEAST OF A GROUP OF LARGE LOOSE
 GY0538'BOULDERS, ABOUT 2 FEET BELOW THE LEVEL OF TRACK.
 GY0538
 GY0538                          STATION RECOVERY (2002)
 GY0538
 GY0538'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0538'NO EVIDENCE OF LARGE BOULDER AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0851 ***********************************************************************
 HY0851  DESIGNATION -  F 89
 HY0851  PID         -  HY0851
 HY0851  STATE/COUNTY-  KY/CARTER
 HY0851  USGS QUAD   -  GRAYSON (1978)
 HY0851
 HY0851                         *CURRENT SURVEY CONTROL
 HY0851  ___________________________________________________________________
 HY0851* NAD 83(1986)-  38 17 16.     (N)    082 58 37.     (W)     SCALED    
 HY0851* NAVD 88     -       184.872  (meters)     606.53   (feet)  ADJUSTED  
 HY0851  ___________________________________________________________________
 HY0851  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY0851  DYNAMIC HT  -         184.749 (meters)     606.13  (feet)  COMP
 HY0851  MODELED GRAV-     979,958.0   (mgal)                       NAVD 88
 HY0851
 HY0851  VERT ORDER  -  FIRST     CLASS I
 HY0851
 HY0851.The horizontal coordinates were scaled from a topographic map and have
 HY0851.an estimated accuracy of +/- 6 seconds.
 HY0851
 HY0851.The orthometric height was determined by differential leveling
 HY0851.and adjusted by the National Geodetic Survey in June 1991..
 HY0851
 HY0851.The geoid height was determined by GEOID03.
 HY0851
 HY0851.The dynamic height is computed by dividing the NAVD 88
 HY0851.geopotential number by the normal gravity value computed on the
 HY0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0851.degrees latitude (g = 980.6199 gals.).
 HY0851
 HY0851.The modeled gravity was interpolated from observed gravity values.
 HY0851
 HY0851;                    North         East    Units  Estimated Accuracy
 HY0851;SPC KY1Z     - 1,220,520.    1,742,560.      MT  (+/- 180 meters Scaled)
 HY0851
 HY0851                          SUPERSEDED SURVEY CONTROL
 HY0851
 HY0851  NGVD 29 (??/??/92)  185.049  (m)          607.11   (f) ADJ UNCH    1 1
 HY0851
 HY0851.Superseded values are not recommended for survey control.
 HY0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0851.See file dsdata.txt to determine how the superseded data were derived.
 HY0851
 HY0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC271395(NAD 83)
 HY0851_MARKER: DB = BENCH MARK DISK
 HY0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0851_STAMPING: F 89 1935 607.148
 HY0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0851+STABILITY: SURFACE MOTION
 HY0851
 HY0851  HISTORY     - Date     Condition        Report By
 HY0851  HISTORY     - 1935     MONUMENTED       CGS
 HY0851  HISTORY     - 1967     GOOD             NGS
 HY0851  HISTORY     - 19970924 MARK NOT FOUND   KYDT
 HY0851
 HY0851                          STATION DESCRIPTION
 HY0851
 HY0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY0851'AT LEON.
 HY0851'AT LEON, ALONG THE CHESAPEAKE AND OHIO RAILWAY, ABOUT 0.4 MILE
 HY0851'EAST OF MILEPOST 548, 37 1/2 FEET NORTH OF THE CENTER OF THE
 HY0851'CROSSING OF STATE HIGHWAY 7 AND THE MAIN TRACK, 23 FEET NORTHWEST
 HY0851'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 16 1/2 FEET NORTHEAST
 HY0851'OF THE CENTER LINE OF THE HIGHWAY, 9.6 FEET NORTHWEST OF THE
 HY0851'NORTHWEST RAIL OF A SIDE TRACK, 3 1/2 FEET SOUTHWEST OF THE CENTER
 HY0851'ONE OF THREE 3 1/2 FOOT HIGH RAILS SET VERTICALLY, ABOUT LEVEL
 HY0851'WITH THE MAIN TRACK, 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 HY0851'SET IN THE TOP OF A CONCRETE POST 8 INCHES UNDERGROUND.
 HY0851
 HY0851                          STATION RECOVERY (1997)
 HY0851
 HY0851'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY0851'POSSIBLY TORN OUT WHEN KY 7 WAS PREVIOUSLY REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1526 ***********************************************************************
 GY1526  DESIGNATION -  F 89 X
 GY1526  PID         -  GY1526
 GY1526  STATE/COUNTY-  KY/FLOYD
 GY1526  USGS QUAD   -  HAROLD (1992)
 GY1526
 GY1526                         *CURRENT SURVEY CONTROL
 GY1526  ___________________________________________________________________
 GY1526* NAD 83(1986)-  37 35 21.     (N)    082 43 57.     (W)     SCALED    
 GY1526* NAVD 88     -       201.479  (meters)     661.02   (feet)  ADJUSTED  
 GY1526  ___________________________________________________________________
 GY1526  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GY1526  DYNAMIC HT  -         201.324 (meters)     660.51  (feet)  COMP
 GY1526  MODELED GRAV-     979,861.2   (mgal)                       NAVD 88
 GY1526
 GY1526  VERT ORDER  -  SECOND    CLASS 0
 GY1526
 GY1526.The horizontal coordinates were scaled from a topographic map and have
 GY1526.an estimated accuracy of +/- 6 seconds.
 GY1526
 GY1526.The orthometric height was determined by differential leveling
 GY1526.and adjusted by the National Geodetic Survey in June 1991..
 GY1526
 GY1526.The geoid height was determined by GEOID03.
 GY1526
 GY1526.The dynamic height is computed by dividing the NAVD 88
 GY1526.geopotential number by the normal gravity value computed on the
 GY1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1526.degrees latitude (g = 980.6199 gals.).
 GY1526
 GY1526.The modeled gravity was interpolated from observed gravity values.
 GY1526
 GY1526;                    North         East    Units  Estimated Accuracy
 GY1526;SPC KY1Z     - 1,143,680.    1,766,440.      MT  (+/- 180 meters Scaled)
 GY1526
 GY1526                          SUPERSEDED SURVEY CONTROL
 GY1526
 GY1526  NGVD 29 (??/??/92)  201.668  (m)          661.64   (f) ADJ UNCH    2 0
 GY1526
 GY1526.Superseded values are not recommended for survey control.
 GY1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1526.See file dsdata.txt to determine how the superseded data were derived.
 GY1526
 GY1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB470616(NAD 83)
 GY1526_MARKER: DB = BENCH MARK DISK
 GY1526_SETTING: 66 = SET IN ROCK OUTCROP
 GY1526_SP_SET: ROCK OUTCROP
 GY1526_STAMPING: F 89 X 1935 661.639
 GY1526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1526+STABILITY: POSITION/ELEVATION WELL
 GY1526
 GY1526  HISTORY     - Date     Condition        Report By
 GY1526  HISTORY     - 1935     MONUMENTED       CGS
 GY1526  HISTORY     - 1956     POOR             NGS
 GY1526
 GY1526                          STATION DESCRIPTION
 GY1526
 GY1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1526'2.7 MI SW FROM BEAVER JUNCTION.
 GY1526'2.7 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GY1526'FROM THE STATION BY BEAVER JUNCTION, FLOYD COUNTY, 50 YARDS
 GY1526'NORTH OF THE NORTH RAIL, ON THE BURNS MILL FARM, 50 YARDS EAST
 GY1526'OF THE HOME OF MRS. G. CASTLE, IN THE TOP OF A LARGE ROCK
 GY1526'OUTCROP, AND ABOUT 12 FEET HIGHER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1557 ***********************************************************************
 HY1557  DESIGNATION -  F 90
 HY1557  PID         -  HY1557
 HY1557  STATE/COUNTY-  KY/MORGAN
 HY1557  USGS QUAD   -  SANDY HOOK (1978)
 HY1557
 HY1557                         *CURRENT SURVEY CONTROL
 HY1557  ___________________________________________________________________
 HY1557* NAD 83(1986)-  38 02 39.     (N)    083 13 33.     (W)     SCALED    
 HY1557* NAVD 88     -       307.700  (meters)    1009.51   (feet)  ADJUSTED  
 HY1557  ___________________________________________________________________
 HY1557  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HY1557  DYNAMIC HT  -         307.481 (meters)    1008.79  (feet)  COMP
 HY1557  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 HY1557
 HY1557  VERT ORDER  -  SECOND    CLASS 0
 HY1557
 HY1557.The horizontal coordinates were scaled from a topographic map and have
 HY1557.an estimated accuracy of +/- 6 seconds.
 HY1557
 HY1557.The orthometric height was determined by differential leveling
 HY1557.and adjusted by the National Geodetic Survey in June 1991..
 HY1557
 HY1557.The geoid height was determined by GEOID03.
 HY1557
 HY1557.The dynamic height is computed by dividing the NAVD 88
 HY1557.geopotential number by the normal gravity value computed on the
 HY1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1557.degrees latitude (g = 980.6199 gals.).
 HY1557
 HY1557.The modeled gravity was interpolated from observed gravity values.
 HY1557
 HY1557;                    North         East    Units  Estimated Accuracy
 HY1557;SPC KY1Z     - 1,192,870.    1,721,520.      MT  (+/- 180 meters Scaled)
 HY1557
 HY1557                          SUPERSEDED SURVEY CONTROL
 HY1557
 HY1557  NGVD 29 (??/??/92)  307.864  (m)         1010.05   (f) ADJ UNCH    2 0
 HY1557
 HY1557.Superseded values are not recommended for survey control.
 HY1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1557.See file dsdata.txt to determine how the superseded data were derived.
 HY1557
 HY1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC046130(NAD 83)
 HY1557_MARKER: DB = BENCH MARK DISK
 HY1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1557_STAMPING: F 90 1935 1010.050
 HY1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1557+STABILITY: SURFACE MOTION
 HY1557
 HY1557  HISTORY     - Date     Condition        Report By
 HY1557  HISTORY     - 1935     MONUMENTED       CGS
 HY1557  HISTORY     - 1955     GOOD             NGS
 HY1557
 HY1557                          STATION DESCRIPTION
 HY1557
 HY1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1557'3.1 MI NE FROM WRIGLEY.
 HY1557'3.1 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION
 HY1557'OF STATE HIGHWAYS 711 AND 7 IN WRIGLEY, AT THE ELLIOTT - MORGAN
 HY1557'COUNTY LINE, AT TOP OF GRADE, 0.1 MILE SOUTHWEST OF THE HART LOG
 HY1557'CABIN, 27.0 FEET SOUTH OF COUNTY LINE MARKER, 25.0 FEET WEST OF
 HY1557'THE CENTER LINE OF HIGHWAY, 0.8 FOOT ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0906 ***********************************************************************
 HY0906  DESIGNATION -  F 92
 HY0906  PID         -  HY0906
 HY0906  STATE/COUNTY-  KY/LAWRENCE
 HY0906  USGS QUAD   -  MAZIE (1978)
 HY0906
 HY0906                         *CURRENT SURVEY CONTROL
 HY0906  ___________________________________________________________________
 HY0906* NAD 83(1986)-  38 01 09.     (N)    082 53 23.     (W)     SCALED    
 HY0906* NAVD 88     -       202.733  (meters)     665.13   (feet)  ADJUSTED  
 HY0906  ___________________________________________________________________
 HY0906  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HY0906  DYNAMIC HT  -         202.587 (meters)     664.65  (feet)  COMP
 HY0906  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 HY0906
 HY0906  VERT ORDER  -  SECOND    CLASS 0
 HY0906
 HY0906.The horizontal coordinates were scaled from a topographic map and have
 HY0906.an estimated accuracy of +/- 6 seconds.
 HY0906
 HY0906.The orthometric height was determined by differential leveling
 HY0906.and adjusted by the National Geodetic Survey in June 1991..
 HY0906
 HY0906.The geoid height was determined by GEOID03.
 HY0906
 HY0906.The dynamic height is computed by dividing the NAVD 88
 HY0906.geopotential number by the normal gravity value computed on the
 HY0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0906.degrees latitude (g = 980.6199 gals.).
 HY0906
 HY0906.The modeled gravity was interpolated from observed gravity values.
 HY0906
 HY0906;                    North         East    Units  Estimated Accuracy
 HY0906;SPC KY1Z     - 1,190,950.    1,751,100.      MT  (+/- 180 meters Scaled)
 HY0906
 HY0906                          SUPERSEDED SURVEY CONTROL
 HY0906
 HY0906  NGVD 29 (??/??/92)  202.931  (m)          665.78   (f) ADJ UNCH    2 0
 HY0906
 HY0906.Superseded values are not recommended for survey control.
 HY0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0906.See file dsdata.txt to determine how the superseded data were derived.
 HY0906
 HY0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC341096(NAD 83)
 HY0906_MARKER: DB = BENCH MARK DISK
 HY0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0906_STAMPING: F 92 1935 665.783
 HY0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0906+STABILITY: SURFACE MOTION
 HY0906
 HY0906  HISTORY     - Date     Condition        Report By
 HY0906  HISTORY     - 1935     MONUMENTED       CGS
 HY0906  HISTORY     - 1955     GOOD             NGS
 HY0906
 HY0906                          STATION DESCRIPTION
 HY0906
 HY0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0906'3 MI W FROM BLAINE.
 HY0906'2.95 MILES WEST ALONG STATE HIGHWAY 32 FROM THE BANK AT
 HY0906'BLAINE, AT A TWO STORY WHITE HOUSE, 0.5 MILE EAST OF THE
 HY0906'PUMPING STATION AND STORAGE TANKS OF THE ASHLAND OIL AND
 HY0906'REFINING CO., ON OUTSIDE OF A CURVE WITH TANGENTS SOUTHEAST
 HY0906'AND SOUTHWEST, 62 FEET NORTH OF THE CENTER LINE OF THE
 HY0906'HIGHWAY, 63 FEET EAST OF A DUG WELL, 17 FEET SOUTHEAST OF THE
 HY0906'SOUTHEAST CORNER OF THE HOUSE, 15 FEET WEST OF THE CENTER OF THE
 HY0906'DRIVE, 8.5 FEET SOUTH OF THE SOUTHEAST CORNER OF SHORT CONCRETE
 HY0906'WALK, 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2773 ***********************************************************************
 GC2773  DESIGNATION -  FAA BWG STA A 2 AP
 GC2773  PID         -  GC2773
 GC2773  STATE/COUNTY-  KY/WARREN
 GC2773  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC2773
 GC2773                         *CURRENT SURVEY CONTROL
 GC2773  ___________________________________________________________________
 GC2773* NAD 83(1993)-  36 57 35.29243(N)    086 25 29.00876(W)     ADJUSTED  
 GC2773* NAVD 88     -       164.     (meters)     538.     (feet)  GPS OBS   
 GC2773  ___________________________________________________________________
 GC2773  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GC2773  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GC2773
 GC2773  HORZ ORDER  -  FIRST
 GC2773
 GC2773.This mark is at Bowling Green-Warren Co Reg Airport (BWG)
 GC2773
 GC2773.The horizontal coordinates were established by GPS observations
 GC2773.and adjusted by the National Geodetic Survey in September 1994..
 GC2773.No horizontal observational check was made to the station.
 GC2773
 GC2773.The orthometric height was determined by GPS observations and a
 GC2773.high-resolution geoid model.
 GC2773.No vertical observational check was made to the station.
 GC2773
 GC2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2773
 GC2773.The geoid height was determined by GEOID03.
 GC2773
 GC2773;                    North         East     Units Scale Factor Converg.
 GC2773;SPC KY1Z     - 1,069,746.864 1,439,908.640   MT  1.00003185   -0 24 51.3
 GC2773;SPC KY1Z     - 3,509,661.17  4,724,100.26   sFT  1.00003185   -0 24 51.3
 GC2773;SPC KY S     -   569,736.119   439,912.547   MT  0.99996662   -0 24 33.1
 GC2773;SPC KY S     - 1,869,209.25  1,443,279.75   sFT  0.99996662   -0 24 33.1
 GC2773;UTM  16      - 4,090,567.838   551,212.910   MT  0.99963231   +0 20 45.2
 GC2773
 GC2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2773!SPC KY1Z     -   0.99997902  x   1.00003185  =   1.00001087
 GC2773!SPC KY S     -   0.99997902  x   0.99996662  =   0.99994564
 GC2773!UTM  16      -   0.99997902  x   0.99963231  =   0.99961134
 GC2773
 GC2773|---------------------------------------------------------------------|
 GC2773| PID    Reference Object                     Distance      Geod. Az  |
 GC2773|                                                           dddmmss.s |
 GC2773| GC0051 BOWL PORT                           203.142 METERS 35228     |
 GC2773|---------------------------------------------------------------------|
 GC2773
 GC2773                          SUPERSEDED SURVEY CONTROL
 GC2773
 GC2773.No superseded survey control is available for this station.
 GC2773
 GC2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5121390568(NAD 83)
 GC2773_MARKER: DT = TOPOGRAPHIC STATION DISK
 GC2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2773_SP_SET: CONCRETE POST
 GC2773_STAMPING: AP 1965 STA A2
 GC2773_MARK LOGO: CGS   
 GC2773_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GC2773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2773+STABILITY: SURFACE MOTION
 GC2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2773+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1994
 GC2773
 GC2773  HISTORY     - Date     Condition        Report By
 GC2773  HISTORY     - 1965     MONUMENTED       CGS
 GC2773  HISTORY     - 19860404 GOOD             NGS
 GC2773  HISTORY     - 19940124 GOOD             NGS
 GC2773
 GC2773                          STATION DESCRIPTION
 GC2773
 GC2773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 GC2773'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE AIRPORT NEAR
 GC2773'RUNWAY END 3.  IT IS 400 FT (121.9 M) NORTHEAST OF THE END OF THE
 GC2773'RUNWAY, 209.7 FT (63.9 M) NORTHEAST OF THE NORTH SUPPORT FOR THE
 GC2773'SOUTHWESTERLY ONE OF TWO VASI, 50.5 FT (15.4 M) NORTHWEST OF A PK NAIL
 GC2773'AND ALUMINUM WASHER IN THE NORTHWEST EDGE OF THE RUNWAY, AND 41.0 FT
 GC2773'(12.5 M) NORTHWEST OF THE SECOND RUNWAY LIGHT FROM THE END.  THE
 GC2773'STATION IS CGS TOPOGRAPHIC DISK STAMPED AP 1965 STA A2 AND SET IN THE
 GC2773'TOP OF A CONCRETE POST 1.0 FT (0.3 M) BELOW GROUND.
 GC2773
 GC2773                          STATION RECOVERY (1994)
 GC2773
 GC2773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GC2773'STATION IS LOCATED IN THE SOUTHWESTERN PART OF THE BOWLING GREEN
 GC2773'AIRPORT IN BOWLING GREEN KENTUCKY.  --OWNERSHIP-- BOWLING GREEN -
 GC2773'WARREN COUNTY AIRPORT, MANAGER DAVID SOUTHARD, 1000 WOODHURST DRIVE,
 GC2773'BOWLING GREEN KY 42103 (502) 842-1101.
 GC2773'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 (EXIT
 GC2773'22) WITH US HIGHWAY 231 (SCOTTSVILLE ROAD) IN SOUTHWEST BOWLING
 GC2773'GREEN, GO NORTH ON HIGHWAY 231 FOR 2.1 MI (3.4 KM) TO WOODHURST
 GC2773'STREET ON THE RIGHT. TURN RIGHT AND GO SOUTHEAST ON WOODHURST FOR 0.4
 GC2773'MI (0.6 KM) TO AIRPORT OFFICE ON LEFT AND SECURITY GATE AHEAD. PASS
 GC2773'THRU GATE (KEY REQUIRED), TURN LEFT, AND GO EAST ACROSS RAMP FOR 0.1
 GC2773'MI (0.2 KM) TO WIND TEE.  TURN RIGHT AND GO SOUTHWEST ON TAXIWAY FOR
 GC2773'0.1 MI (0.2 KM) TO STATION ON LEFT.
 GC2773'LOCATED 400 FT (121.9 M) NORTHEAST FROM THE SOUTHWEST END OF RUNWAY 3,
 GC2773'209.7 FT (63.9 M) NORTHEAST FROM NORTH SUPPORT FOR SOUTHWESTERLY ONE
 GC2773'OF TWO VASI, 50.5 FT (15.4 M) NORTHWEST FROM PK NAIL AND WASHER IN
 GC2773'NORTHWEST EDGE OF RUNWAY 3, 41.0 FT (12.5 M) NORTHWEST FROM SECOND
 GC2773'RUNWAY LIGHT, AND 0.5 M (1.6 FT) SOUTHEAST FROM WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1922 ***********************************************************************
 GD1922  SACS        -  This is a Secondary Airport Control Station.
 GD1922  DESIGNATION -  FAA CEY A
 GD1922  PID         -  GD1922
 GD1922  STATE/COUNTY-  KY/CALLOWAY
 GD1922  USGS QUAD   -  DEXTER (1986)
 GD1922
 GD1922                         *CURRENT SURVEY CONTROL
 GD1922  ___________________________________________________________________
 GD1922* NAD 83(1993)-  36 39 52.87958(N)    088 22 18.87163(W)     ADJUSTED  
 GD1922* NAVD 88     -       171.72   (meters)     563.4    (feet)  GPS OBS   
 GD1922  ___________________________________________________________________
 GD1922  X           -     145,536.663 (meters)                     COMP
 GD1922  Y           -  -5,120,347.072 (meters)                     COMP
 GD1922  Z           -   3,787,695.234 (meters)                     COMP
 GD1922  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 GD1922  ELLIP HEIGHT-         143.11  (meters)          (01/09/97) GPS OBS
 GD1922  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GD1922
 GD1922  HORZ ORDER  -  FIRST
 GD1922  ELLP ORDER  -  FOURTH    CLASS I
 GD1922
 GD1922.This mark is at Kyle-Oakley Field Airport (CEY)
 GD1922
 GD1922.The horizontal coordinates were established by GPS observations
 GD1922.and adjusted by the National Geodetic Survey in January 1997..
 GD1922
 GD1922.The orthometric height was determined by GPS observations and a
 GD1922.high-resolution geoid model.
 GD1922
 GD1922.GPS derived orthometric heights for airport stations designated as
 GD1922.PACS or SACS are published to 2 decimal places.  This maintains
 GD1922.centimeter relative accuracy between the PACS and SACS.  It does
 GD1922.not indicate centimeter accuracy relative to other marks which are
 GD1922.part of the NAVD 88 network.
 GD1922
 GD1922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1922
 GD1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1922
 GD1922.The ellipsoidal height was determined by GPS observations
 GD1922.and is referenced to NAD 83.
 GD1922
 GD1922.The geoid height was determined by GEOID03.
 GD1922
 GD1922;                    North         East     Units Scale Factor Converg.
 GD1922;SPC KY1Z     - 1,040,070.015 1,265,599.926   MT  1.00012644   -1 36 35.1
 GD1922;SPC KY1Z     - 3,412,296.37  4,152,222.42   sFT  1.00012644   -1 36 35.1
 GD1922;SPC KY S     -   540,024.280   265,625.726   MT  1.00001317   -1 35 24.3
 GD1922;SPC KY S     - 1,771,729.66    871,473.74   sFT  1.00001317   -1 35 24.3
 GD1922;UTM  16      - 4,058,552.846   377,395.645   MT  0.99978519   -0 49 09.5
 GD1922
 GD1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1922!SPC KY1Z     -   0.99997754  x   1.00012644  =   1.00010398
 GD1922!SPC KY S     -   0.99997754  x   1.00001317  =   0.99999071
 GD1922!UTM  16      -   0.99997754  x   0.99978519  =   0.99976274
 GD1922
 GD1922:                Primary Azimuth Mark                     Grid Az
 GD1922:SPC KY1Z     -  FAA CEY B                                054 00 22.7
 GD1922:SPC KY S     -  FAA CEY B                                053 59 11.9
 GD1922:UTM  16      -  FAA CEY B                                053 12 57.1
 GD1922
 GD1922|---------------------------------------------------------------------|
 GD1922| PID    Reference Object                     Distance      Geod. Az  |
 GD1922|                                                           dddmmss.s |
 GD1922| GD1923 FAA CEY B                           APPROX. 0.8 KM 0522347.6 |
 GD1922|---------------------------------------------------------------------|
 GD1922
 GD1922                          SUPERSEDED SURVEY CONTROL
 GD1922
 GD1922  NAD 83(1993)-  36 39 52.87856(N)    088 22 18.87087(W) AD(       ) 3
 GD1922  ELLIP H (12/20/95)  143.15   (m)                       GP(       ) 4 1
 GD1922  NAD 83(1986)-  36 39 52.88500(N)    088 22 18.87498(W) AD(       ) 3
 GD1922  NGVD 29 (05/21/91)  171.7    (m)          563.     (f) GPS OBS        
 GD1922
 GD1922.Superseded values are not recommended for survey control.
 GD1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1922.See file dsdata.txt to determine how the superseded data were derived.
 GD1922
 GD1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF7739658553(NAD 83)
 GD1922_MARKER: DH = HORIZONTAL CONTROL DISK
 GD1922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD1922_SP_SET: CONCRETE CULVERT
 GD1922_STAMPING: FAA CEY A
 GD1922_MARK LOGO: NGS   
 GD1922_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1922+STABILITY: SURFACE MOTION
 GD1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1922+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 GD1922
 GD1922  HISTORY     - Date     Condition        Report By
 GD1922  HISTORY     - 1990     MONUMENTED       NGS
 GD1922  HISTORY     - 19910130 GOOD
 GD1922  HISTORY     - 19951212 GOOD             LOWE
 GD1922  HISTORY     - 19960729 GOOD             NGS
 GD1922
 GD1922                          STATION DESCRIPTION
 GD1922
 GD1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GD1922'THE STATION IS LOCATED ABOUT 9.01 KM (5.60 MI) NORTHWEST OF MURRAY, AT
 GD1922'THE MURRAY/CALLOWAY COUNTY AIRPORT AND IN TOP OF THE NORTHWEST END OF
 GD1922'A CONCRETE CULVERT ON THE NORTHEAST SIDE OF THE TAXIWAY LEADING TO
 GD1922'THE CENTER OF THE RUNWAY.  OWNERSHIP--CITY OF MURRAY AND CALLOWAY
 GD1922'COUNTY BOARD, RT. 2, BOX 192A, MURRAY, KY 42071, PHONE 502-489-2414,
 GD1922'AIRPORT MANAGER IS JOWN W. PARKER, PHONE 502-489-2414.
 GD1922'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 641 AND 121,
 GD1922'ON THE NORTH SIDE OF MURRAY, GO NORTHWEST ON STATE HIGHWAY 121 FOR
 GD1922'4.18 KM (2.60 MI) TO THE JUNCTION OF STATE HIGHWAY 783 ON THE RIGHT,
 GD1922'TURN RIGHT, NORTH, ON STATE HIGHWAY 783 FOR 3.86 KM (2.40 MI) TO THE
 GD1922'JUNCTION OF THE AIRPORT ENTRANCE ROAD ON THE LEFT (WITH AIRPORT SIGN)
 GD1922', TURN LEFT, WEST, ON THE ENTRANCE ROAD FOR 0.88 KM (0.55 MI) TO THE
 GD1922'PARKING AREA, TURN RIGHT, NORTH, TO A GATE, PASS THRU THE GATE AND
 GD1922'ONTO THE APRON, GO NORTHWEST ACROSS THE APRON TO THE JUNCTION OF THE
 GD1922'TAXIWAYS, CONTINUE AHEAD, NORTHWEST, ON THE TAXIWAY FOR ABOUT 0.08 KM
 GD1922'(0.05 MI) TO THE STATION ON THE RIGHT.
 GD1922'THE STATION IS LOCATED 37.2 M (122.0 FT) SOUTHEAST OF THE CENTER OF
 GD1922'THE RUNWAY, 18.5 M (60.7 FT) EAST-SOUTHEAST OF THE CENTER ONE OF
 GD1922'THREE TAXI LIGHTS, 14.5 M (47.6 FT) NORTHEAST OF THE CENTER OF THE
 GD1922'TAXIWAY AND 0.2 M (0.7 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 GD1922
 GD1922                          STATION RECOVERY (1991)
 GD1922
 GD1922'RECOVERED 1991
 GD1922'RECOVERED IN GOOD CONDITION.
 GD1922
 GD1922                          STATION RECOVERY (1995)
 GD1922
 GD1922'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GD1922'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 GD1922'STATION.
 GD1922
 GD1922                          STATION RECOVERY (1996)
 GD1922
 GD1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 GD1922'RECOVERED AS DESCRIBED. THIS STATION IS A SECONDARY AIRPORT CONTROL
 GD1922'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1923 ***********************************************************************
 GD1923  SACS        -  This is a Secondary Airport Control Station.
 GD1923  DESIGNATION -  FAA CEY B
 GD1923  PID         -  GD1923
 GD1923  STATE/COUNTY-  KY/CALLOWAY
 GD1923  USGS QUAD   -  DEXTER (1986)
 GD1923
 GD1923                         *CURRENT SURVEY CONTROL
 GD1923  ___________________________________________________________________
 GD1923* NAD 83(1993)-  36 40 09.51099(N)    088 21 52.06498(W)     ADJUSTED  
 GD1923* NAVD 88     -       170.70   (meters)     560.0    (feet)  GPS OBS   
 GD1923  ___________________________________________________________________
 GD1923  X           -     146,193.351 (meters)                     COMP
 GD1923  Y           -  -5,120,021.251 (meters)                     COMP
 GD1923  Z           -   3,788,105.845 (meters)                     COMP
 GD1923  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 GD1923  ELLIP HEIGHT-         142.07  (meters)          (01/09/97) GPS OBS
 GD1923  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 GD1923
 GD1923  HORZ ORDER  -  FIRST
 GD1923  ELLP ORDER  -  FOURTH    CLASS I
 GD1923
 GD1923.This mark is at Kyle-Oakley Field Airport (CEY)
 GD1923
 GD1923.The horizontal coordinates were established by GPS observations
 GD1923.and adjusted by the National Geodetic Survey in January 1997..
 GD1923
 GD1923.The orthometric height was determined by GPS observations and a
 GD1923.high-resolution geoid model.
 GD1923
 GD1923.GPS derived orthometric heights for airport stations designated as
 GD1923.PACS or SACS are published to 2 decimal places.  This maintains
 GD1923.centimeter relative accuracy between the PACS and SACS.  It does
 GD1923.not indicate centimeter accuracy relative to other marks which are
 GD1923.part of the NAVD 88 network.
 GD1923
 GD1923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1923
 GD1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1923
 GD1923.The ellipsoidal height was determined by GPS observations
 GD1923.and is referenced to NAD 83.
 GD1923
 GD1923.The geoid height was determined by GEOID03.
 GD1923
 GD1923;                    North         East     Units Scale Factor Converg.
 GD1923;SPC KY1Z     - 1,040,563.871 1,266,279.817   MT  1.00012476   -1 36 18.6
 GD1923;SPC KY1Z     - 3,413,916.63  4,154,453.03   sFT  1.00012476   -1 36 18.6
 GD1923;SPC KY S     -   540,518.314   266,305.370   MT  1.00001224   -1 35 08.1
 GD1923;SPC KY S     - 1,773,350.50    873,703.53   sFT  1.00001224   -1 35 08.1
 GD1923;UTM  16      - 4,059,055.862   378,068.430   MT  0.99978316   -0 48 53.8
 GD1923
 GD1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1923!SPC KY1Z     -   0.99997770  x   1.00012476  =   1.00010246
 GD1923!SPC KY S     -   0.99997770  x   1.00001224  =   0.99998994
 GD1923!UTM  16      -   0.99997770  x   0.99978316  =   0.99976087
 GD1923
 GD1923:                Primary Azimuth Mark                     Grid Az
 GD1923:SPC KY1Z     -  FAA CEY A                                234 00 22.2
 GD1923:SPC KY S     -  FAA CEY A                                233 59 11.7
 GD1923:UTM  16      -  FAA CEY A                                233 12 57.4
 GD1923
 GD1923|---------------------------------------------------------------------|
 GD1923| PID    Reference Object                     Distance      Geod. Az  |
 GD1923|                                                           dddmmss.s |
 GD1923| GD1922 FAA CEY A                           APPROX. 0.8 KM 2322403.6 |
 GD1923|---------------------------------------------------------------------|
 GD1923
 GD1923                          SUPERSEDED SURVEY CONTROL
 GD1923
 GD1923  NAD 83(1993)-  36 40 09.50998(N)    088 21 52.06442(W) AD(       ) 3
 GD1923  ELLIP H (12/20/95)  142.10   (m)                       GP(       ) 4 1
 GD1923  NAD 83(1986)-  36 40 09.51643(N)    088 21 52.06827(W) AD(       ) 3
 GD1923  NGVD 29 (05/21/91)  170.7    (m)          560.     (f) GPS OBS        
 GD1923
 GD1923.Superseded values are not recommended for survey control.
 GD1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1923.See file dsdata.txt to determine how the superseded data were derived.
 GD1923
 GD1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF7806859056(NAD 83)
 GD1923_MARKER: DZ = AZIMUTH MARK DISK
 GD1923_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GD1923_SP_SET: CONCRETE CULVERT
 GD1923_STAMPING: FAA CEY B
 GD1923_MARK LOGO: NGS   
 GD1923_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1923+STABILITY: SURFACE MOTION
 GD1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1923+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 GD1923
 GD1923  HISTORY     - Date     Condition        Report By
 GD1923  HISTORY     - 1990     MONUMENTED       NGS
 GD1923  HISTORY     - 19910130 GOOD
 GD1923  HISTORY     - 19951212 GOOD             LOWE
 GD1923  HISTORY     - 19960729 GOOD             NGS
 GD1923
 GD1923                          STATION DESCRIPTION
 GD1923
 GD1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GD1923'THE STATION IS LOCATED ABOUT 9.01 KM (5.60 MI) NORTHWEST OF MURRAY, AT
 GD1923'THE MURRAY/CALLOWAY COUNTY AIRPORT AND IN TOP OF THE NORTH CORNER OF
 GD1923'THE CONCRETE FOUNDATION OF A CATCH BASIN NEAR THE NORTHEAST END OF
 GD1923'THE TAXIWAY LEADING TO THE END OF RUNWAY 23.  OWNERSHIP--CITY OF
 GD1923'MURRAY AND CALLOWAY COUNTY BOARD, RT. 2, BOX 192A, MURRAY, KY 42071,
 GD1923'PHONE 502-489-2414, AIRPORT MANAGER IS JOWN W. PARKER, PHONE
 GD1923'502-489-2414.
 GD1923'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 641 AND 121,
 GD1923'ON THE NORTH SIDE OF MURRAY, GO NORTHWEST ON STATE HIGHWAY 121 FOR
 GD1923'4.18 KM (2.60 MI) TO THE JUNCTION OF STATE HIGHWAY 783 ON THE RIGHT,
 GD1923'TURN RIGHT, NORTH, ON STATE HIGHWAY 783 FOR 3.86 KM (2.40 MI) TO THE
 GD1923'JUNCTION OF THE AIRPORT ENTRANCE ROAD ON THE LEFT (WITH AIRPORT SIGN)
 GD1923', TURN LEFT, WEST, ON THE ENTRANCE ROAD FOR 0.88 KM (0.55 MI) TO THE
 GD1923'PARKING AREA, TURN RIGHT, NORTH, TO A GATE, PASS THRU THE GATE AND
 GD1923'ONTO THE APRON, GO NORTHWEST ACROSS THE APRON TO THE JUNCTION OF THE
 GD1923'TAXIWAYS, TURN RIGHT, NORTHEAST, ON THE TAXIWAY FOR 0.88 KM
 GD1923'(0.55 MI) THE STATION ON THE LEFT.
 GD1923'THE STATION IS LOCATED 13.3 M (43.6 FT) NORTHWEST OF THE CENTER OF THE
 GD1923'TAXIWAY, 1.95 M (6.40 FT) SOUTH OF THE CONCRETE PAD AROUND THE CATCH
 GD1923'BASIN, 1.4 M (4.6 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST AND 0.1
 GD1923'M (0.3 FT) NORTH OF THE NORTH CORNER OF THE METAL GRATE OF THE CATCH
 GD1923'BASIN.
 GD1923
 GD1923                          STATION RECOVERY (1991)
 GD1923
 GD1923'RECOVERED 1991
 GD1923'RECOVERED IN GOOD CONDITION.
 GD1923
 GD1923                          STATION RECOVERY (1995)
 GD1923
 GD1923'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GD1923'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 GD1923'STATION.
 GD1923
 GD1923                          STATION RECOVERY (1996)
 GD1923
 GD1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 GD1923'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 GD1923'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3746 ***********************************************************************
 JZ3746  CBN         -  This is a Cooperative Base Network Control Station.
 JZ3746  PACS        -  This is a Primary Airport Control Station.
 JZ3746  DESIGNATION -  FAA CVG 0
 JZ3746  PID         -  JZ3746
 JZ3746  STATE/COUNTY-  KY/BOONE
 JZ3746  USGS QUAD   -  BURLINGTON (1991)
 JZ3746
 JZ3746                         *CURRENT SURVEY CONTROL
 JZ3746  ___________________________________________________________________
 JZ3746* NAD 83(1993)-  39 02 40.26959(N)    084 38 26.45937(W)     ADJUSTED  
 JZ3746* NAVD 88     -       282.35   (meters)     926.3    (feet)  GPS OBS   
 JZ3746  ___________________________________________________________________
 JZ3746  X           -     463,309.017 (meters)                     COMP
 JZ3746  Y           -  -4,938,724.134 (meters)                     COMP
 JZ3746  Z           -   3,996,313.167 (meters)                     COMP
 JZ3746  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 JZ3746  ELLIP HEIGHT-         248.32  (meters)          (11/03/04) GPS OBS
 JZ3746  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3746
 JZ3746  HORZ ORDER  -  B
 JZ3746  ELLP ORDER  -  THIRD     CLASS I
 JZ3746
 JZ3746.This mark is at Cincinnati/n Kentucky Intl Airport (CVG)
 JZ3746
 JZ3746.The horizontal coordinates were established by GPS observations
 JZ3746.and adjusted by the National Geodetic Survey in September 1994..
 JZ3746
 JZ3746.The orthometric height was determined by GPS observations and a
 JZ3746.high-resolution geoid model.
 JZ3746
 JZ3746.GPS derived orthometric heights for airport stations designated as
 JZ3746.PACS or SACS are published to 2 decimal places.  This maintains
 JZ3746.centimeter relative accuracy between the PACS and SACS.  It does
 JZ3746.not indicate centimeter accuracy relative to other marks which are
 JZ3746.part of the NAVD 88 network.
 JZ3746
 JZ3746.Photographs are available for this station.
 JZ3746
 JZ3746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3746
 JZ3746.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3746
 JZ3746.The ellipsoidal height was determined by GPS observations
 JZ3746.and is referenced to NAD 83.
 JZ3746
 JZ3746.The geoid height was determined by GEOID03.
 JZ3746
 JZ3746;                    North         East     Units Scale Factor Converg.
 JZ3746;SPC KY1Z     - 1,301,488.037 1,596,044.473   MT  1.00011303   +0 40 51.9
 JZ3746;SPC KY1Z     - 4,269,965.33  5,236,355.91   sFT  1.00011303   +0 40 51.9
 JZ3746;SPC KY N     -   171,515.571   466,177.411   MT  1.00001276   -0 14 34.9
 JZ3746;SPC KY N     -   562,714.00  1,529,450.39   sFT  1.00001276   -0 14 34.9
 JZ3746;SPC OH S     -   118,152.003   414,702.574   MT  0.99995340   -1 21 29.9
 JZ3746;UTM  16      - 4,324,365.914   704,181.334   MT  1.00011337   +1 29 12.1
 JZ3746
 JZ3746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3746!SPC KY1Z     -   0.99996104  x   1.00011303  =   1.00007407
 JZ3746!SPC KY N     -   0.99996104  x   1.00001276  =   0.99997380
 JZ3746!SPC OH S     -   0.99996104  x   0.99995340  =   0.99991444
 JZ3746!UTM  16      -   0.99996104  x   1.00011337  =   1.00007441
 JZ3746
 JZ3746                          SUPERSEDED SURVEY CONTROL
 JZ3746
 JZ3746  ELLIP H (09/07/94)  248.36   (m)                       GP(       ) 4 1
 JZ3746
 JZ3746.Superseded values are not recommended for survey control.
 JZ3746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3746.See file dsdata.txt to determine how the superseded data were derived.
 JZ3746
 JZ3746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0418124366(NAD 83)
 JZ3746_MARKER: DV = VERTICAL CONTROL DISK
 JZ3746_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ3746+WITH SETTING: PAVEMENT
 JZ3746_SP_SET: DEEP CONCRETE FOUNDATION
 JZ3746_STAMPING: NO STAMPING
 JZ3746_MARK LOGO: NGS   
 JZ3746_PROJECTION: FLUSH
 JZ3746_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3746+STABILITY: SURFACE MOTION
 JZ3746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3746+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 JZ3746
 JZ3746  HISTORY     - Date     Condition        Report By
 JZ3746  HISTORY     - 199409   MONUMENTED       NGS
 JZ3746  HISTORY     - 19931215 GOOD             NGS
 JZ3746  HISTORY     - 19940202 GOOD             NGS
 JZ3746  HISTORY     - 19960825 GOOD             NGS
 JZ3746  HISTORY     - 19970825 GOOD             NGS
 JZ3746  HISTORY     - 19980720 GOOD             WOOLPT
 JZ3746  HISTORY     - 20010814 GOOD             KYDT
 JZ3746  HISTORY     - 20020502 GOOD             WOOLPT
 JZ3746  HISTORY     - 20021113 GOOD             WOOLPT
 JZ3746  HISTORY     - 20040318 GOOD             INDIV
 JZ3746  HISTORY     - 20040610 GOOD             NGS
 JZ3746  HISTORY     - 20040708 GOOD             GEOCAC
 JZ3746
 JZ3746                          STATION DESCRIPTION
 JZ3746
 JZ3746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3746'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHWEST OF CINCINNATI
 JZ3746'OHIO, 4.O MI WEST NORTHWEST OF ERLANGER AND AT THE GREATER CINCINNATI
 JZ3746'INTERNATIONAL AIRPORT OBSERVATION PARKING LOT.  OWNERSHIP---GREATER
 JZ3746'CINCINNATI INTERNATIONAL AIRPORT.  CONTACT LOU MILLER, PLANNING AND
 JZ3746'DEVELOPMENT, PHONE (606)767-3151 OR BOB BARTEL, FIELD MAINTENANCE,
 JZ3746'PHONE (606)767-3191.  NOTE--STATION NOT STAMPED.
 JZ3746'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAYS
 JZ3746'75/71 AND STATE HIGHWAY 286 (DONALDSON ROAD) EXIT 184, GO NORTHWEST
 JZ3746'ON STATE HIGHWAY 286 FOR 1.75 MI (2.82 KM) TO THE JUCTION OF TOWER
 JZ3746'ROAD ON LEFT (TOWER ROAD LEADS TO FIELD MAINTENANCE BUILDING),
 JZ3746'CONTINUE AHEAD NORTHERLY ON STATE HIGHWAY 289 FOR 0.15 MI (0.24 KM)
 JZ3746'TO A PAVED ROAD LEFT LEADING TO GATE C, TURN LEFT WEST FOR 0.05 MI
 JZ3746'(0.08 KM) TO A GATE ON RIGHT, TURN RIGHT AND GO NORTHERLY PASSING
 JZ3746'THROUGH GATE FOR 0.05 MI (0.08 KM) TO A CONCRETE STRUCTURE THAT
 JZ3746'PROJECTS 0.35 M (1.15 FT) AND THE STATION ON LEFT.
 JZ3746'THE STATION IS FLUSH WITH THE CONCRETE.  LOCATED 32.0 FT (9.8 M) WEST
 JZ3746'OF THE CENTERLINE OF PAVED ROAD, 9.2 FT (2.8 M) EAST OF A FENCE LINE,
 JZ3746'0.6 FT (18.3 CM) EAST OF THE WEST EDGE OF THE CONCRETE STRUCTURE AND
 JZ3746'0.5 FT (15.2 CM) SOUTH OF THE NORTH EDGE OF THE CONCRETE STRUCTURE.
 JZ3746
 JZ3746                          STATION RECOVERY (1994)
 JZ3746
 JZ3746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 JZ3746'RECOVERED IN GOOD CONDITION.
 JZ3746
 JZ3746                          STATION RECOVERY (1996)
 JZ3746
 JZ3746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 JZ3746'RECOVERY NOTE BY NGS 1996 (WCW) .  RECOVERED AS DESCRIBED WITH
 JZ3746'CHANGES.  THE STATION IS LOCATED IN A PUBLIC AIRCRAFT VIEWING AREA
 JZ3746'THAT IS LOCKED AT NIGHT.  THE STATION IS ON THE NORTHWEST CORNER OF A
 JZ3746'5.2 M (17.1 FT) LONG BY 3.2 M (10.5 FT) WIDE BY 2.2 M (7.2 FT) DEEP TO
 JZ3746'TOP OF SLAB FLOOR CONCRETE VAULT FOR A WATER VALVE.  THE VAULT IS
 JZ3746'PROTECTED BY A GUARD RAIL.  THE BOTTOM OF DISK IS ON THE TOP OF THE
 JZ3746'VAULT SO THE DISK SLIGHTLY PROJECTS AND IS NOT FLUSH.  THE EDGES WERE
 JZ3746'GROUTED FOR PROTECTION AT THIS TIME.
 JZ3746
 JZ3746                          STATION RECOVERY (1997)
 JZ3746
 JZ3746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JZ3746'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHWEST OF CINCINNATI,
 JZ3746'OHIO, 4.0 MI (6.4 MK ) WEST-NORTHWEST OF ERLANGER AND AT THE GREATER
 JZ3746'CINCINNATI INTERNATIONAL AIRPORT OBSERVATION PARKING LOT.
 JZ3746'OWNERSHIP--GREATER CINCINNATI INTERNATIONAL AIRPORT.  CONTACT BOB
 JZ3746'BARTEL, FIELD MAINTENANCE SUPERVISOR, PHONE 606-767-3191.  ALTERNATE
 JZ3746'CONTACT IS JUNIOR GABBARD, ASST SUPERVISOR.  NOTE--PIPE GATE IS LOCKED
 JZ3746'BETWEEN 10 P.M. AND 8 A.M.  TO REACH THE STATION FROM THE INTERSECTION
 JZ3746'OF INTERSTATE HIGHWAYS 75/71 AND STATE HIGHWAY 236 (DONALDSON ROAD)
 JZ3746'EXIT 184, GO NORTHWEST ON HIGHWAY 236 FOR 1.75 MI (2.82 KM) TO THE
 JZ3746'JUNCTION OF TOWER ROAD ON LEFT (TOWER ROAD LEADS TO FIELD MAINTENANCE
 JZ3746'BUILDING), CONTINUE AHEAD NORTHERLY ON HIGHWAY 236 FOR 0.15 MI (0.24
 JZ3746'KM) TO A PAVED ROAD LEFT LEADING TO GATE C AND AN AIRPLANE VIEWING
 JZ3746'AREA.  TURN LEFT AND GO WEST, THEN NORTHWEST FOR 0.05 MI (0.08 KM) ON
 JZ3746'THE PAVED ROAD TO GATE C STRAIGHT AHEAD AND A PIPE GATE ON RIGHT, TURN
 JZ3746'RIGHT AND GO NORTHEASTERLY PASSING THROUGH GATE FOR 0.05 MI (0.08 KM)
 JZ3746'TO A CONCRETE STRUCTURE THAT PROJECTS 0.35 M (1.15 FT) AND THE STATION
 JZ3746'ON LEFT.  THE STATION IS FLUSH WITH THE CONCRETE.  LOCATED 32.0 FT
 JZ3746'(9.8 M) WEST OF THE CENTERLINE OF PAVED ROAD, 9.2 FT (2.8 M) EAST OF A
 JZ3746'FENCE LINE, 0.6 FT (18.3 CM) EAST OF THE WEST EDGE OF THE CONCRETE
 JZ3746'STRUCTURE AND 0.5 FT (15.2 CM) SOUTH OF THE NORTH EDGE OF THE CONCRETE
 JZ3746'STRUCTURE.
 JZ3746
 JZ3746                          STATION RECOVERY (1998)
 JZ3746
 JZ3746'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (JCB)
 JZ3746'RECOVERED AS DESCRIBED.  WOOLLPERT LLP 1998 (JCB).
 JZ3746
 JZ3746                          STATION RECOVERY (2001)
 JZ3746
 JZ3746'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 JZ3746'RECOVERED IN GOOD CONDITION.
 JZ3746
 JZ3746                          STATION RECOVERY (2002)
 JZ3746
 JZ3746'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002
 JZ3746'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JZ3746' 
 JZ3746'--NOTE--THERE ARE NO VISIBLE OBSTRUCTIONS EXTENDING ABOVE 15 DEGREES
 JZ3746'ABOVE THE
 JZ3746'HORIZON.
 JZ3746' 
 JZ3746'
 JZ3746
 JZ3746                          STATION RECOVERY (2002)
 JZ3746
 JZ3746'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 JZ3746'RECOVERED AS DESCRIBED WITH THIS ADDITION...
 JZ3746' 
 JZ3746'STATION IS 32 FT S OF MONUMENT COMMORATING THE 1880 CENSUS CENTER OF
 JZ3746'US POPULATION.
 JZ3746
 JZ3746                          STATION RECOVERY (2004)
 JZ3746
 JZ3746'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DJR)
 JZ3746'RECOVERED IN GOOD CONDITION.
 JZ3746
 JZ3746                          STATION RECOVERY (2004)
 JZ3746
 JZ3746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 JZ3746'RECOVERD AS DESCRIBED.
 JZ3746
 JZ3746                          STATION RECOVERY (2004)
 JZ3746
 JZ3746'RECOVERY NOTE BY GEOCACHING 2004
 JZ3746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2668 ***********************************************************************
 HZ2668  SACS        -  This is a Secondary Airport Control Station.
 HZ2668  DESIGNATION -  FAA FFY ARP 2
 HZ2668  PID         -  HZ2668
 HZ2668  STATE/COUNTY-  KY/FRANKLIN
 HZ2668  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ2668
 HZ2668                         *CURRENT SURVEY CONTROL
 HZ2668  ___________________________________________________________________
 HZ2668* NAD 83(1993)-  38 10 55.40973(N)    084 54 16.31309(W)     ADJUSTED  
 HZ2668* NAVD 88     -       236.2    (meters)     775.     (feet)  GPS OBS   
 HZ2668  ___________________________________________________________________
 HZ2668  X           -     445,864.751 (meters)                     COMP
 HZ2668  Y           -  -5,000,282.907 (meters)                     COMP
 HZ2668  Z           -   3,921,473.677 (meters)                     COMP
 HZ2668  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HZ2668  ELLIP HEIGHT-         202.65  (meters)          (07/14/03) GPS OBS
 HZ2668  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ2668
 HZ2668  HORZ ORDER  -  FIRST
 HZ2668  ELLP ORDER  -  FOURTH    CLASS II
 HZ2668
 HZ2668.This mark is at Capital City Airport (FFT)
 HZ2668
 HZ2668.The horizontal coordinates were established by GPS observations
 HZ2668.and adjusted by the National Geodetic Survey in September 1994..
 HZ2668.No horizontal observational check was made to the station.
 HZ2668
 HZ2668.The orthometric height was determined by GPS observations and a
 HZ2668.high-resolution geoid model.
 HZ2668.No vertical observational check was made to the station.
 HZ2668
 HZ2668.GPS derived orthometric heights for airport stations designated as
 HZ2668.PACS or SACS are published to 2 decimal places.  This maintains
 HZ2668.centimeter relative accuracy between the PACS and SACS.  It does
 HZ2668.not indicate centimeter accuracy relative to other marks which are
 HZ2668.part of the NAVD 88 network.
 HZ2668
 HZ2668.Photographs are available for this station.
 HZ2668
 HZ2668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2668
 HZ2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2668
 HZ2668.The ellipsoidal height was determined by GPS observations
 HZ2668.and is referenced to NAD 83.
 HZ2668
 HZ2668.The geoid height was determined by GEOID03.
 HZ2668
 HZ2668;                    North         East     Units Scale Factor Converg.
 HZ2668;SPC KY1Z     - 1,205,512.812 1,574,068.622   MT  0.99991913   +0 31 08.7
 HZ2668;SPC KY1Z     - 3,955,086.62  5,164,256.80   sFT  0.99991913   +0 31 08.7
 HZ2668;SPC KY N     -    75,909.832   442,655.261   MT  0.99997440   -0 24 25.8
 HZ2668;SPC KY N     -   249,047.51  1,452,278.14   sFT  0.99997440   -0 24 25.8
 HZ2668;UTM  16      - 4,228,090.221   683,530.529   MT  1.00001485   +1 17 44.5
 HZ2668
 HZ2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2668!SPC KY1Z     -   0.99996820  x   0.99991913  =   0.99988734
 HZ2668!SPC KY N     -   0.99996820  x   0.99997440  =   0.99994260
 HZ2668!UTM  16      -   0.99996820  x   1.00001485  =   0.99998305
 HZ2668
 HZ2668:                Primary Azimuth Mark                     Grid Az
 HZ2668:SPC KY1Z     -  FAA FFY STA B 2 AP                       062 12 17.2
 HZ2668:SPC KY N     -  FAA FFY STA B 2 AP                       063 07 51.7
 HZ2668:UTM  16      -  FAA FFY STA B 2 AP                       061 25 41.4
 HZ2668
 HZ2668|---------------------------------------------------------------------|
 HZ2668| PID    Reference Object                     Distance      Geod. Az  |
 HZ2668|                                                           dddmmss.s |
 HZ2668| HZ2662 FAA FFY STA B 2 AP                  APPROX. 0.7 KM 0624325.9 |
 HZ2668|---------------------------------------------------------------------|
 HZ2668
 HZ2668                          SUPERSEDED SURVEY CONTROL
 HZ2668
 HZ2668.No superseded survey control is available for this station.
 HZ2668
 HZ2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8353128090(NAD 83)
 HZ2668_MARKER: DT = TOPOGRAPHIC STATION DISK
 HZ2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2668_SP_SET: CONCRETE POST
 HZ2668_STAMPING: ARP 2 FFY 1970
 HZ2668_MARK LOGO: CGS   
 HZ2668_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2668+STABILITY: SURFACE MOTION
 HZ2668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2668+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 HZ2668
 HZ2668  HISTORY     - Date     Condition        Report By
 HZ2668  HISTORY     - 1970     MONUMENTED       NOS
 HZ2668  HISTORY     - 19931207 GOOD             NGS
 HZ2668  HISTORY     - 19940106 GOOD
 HZ2668  HISTORY     - 20030523 GOOD             NGS
 HZ2668
 HZ2668                          STATION DESCRIPTION
 HZ2668
 HZ2668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HZ2668'THE STATION IS LOCATED ABOUT 29.0 MI (46.7 KM) NORHTWEST OF LEXINGTON
 HZ2668'AND IN FRANKFORT AT THE CAPITOL CITY AIRPORT, 90 AIRPORT ROAD,
 HZ2668'FRANKFORT, KY 40601.  AIRPORT MANAGER - SCOTT MITCHELL, PHONE
 HZ2668'502-564-3714 OR 502-564-3777.
 HZ2668'NOTE--IDENTIFIER LETTERS FOR THE AIRPORT IS FFT.
 HZ2668'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 64 AND U.S.
 HZ2668'HIGHWAY 127 (EXIT 53), GO NORTH ON U.S. HIGHWAY 127 (LAWRENCEBURG
 HZ2668'ROAD) FOR 1.7 MI (2.7 KM) TO THE INTERSECTION OF U.S. HIGHWAY 60
 HZ2668'(LOUISVILLE ROAD).  TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 60 FOR
 HZ2668'0.2 MI (0.3 KM) TO A PAVED ROAD ON THE RIGHT LEADING TO THE AIRPORT.
 HZ2668'TURN RIGHT AND GO NORHTWEST ON PAVED ROAD FOR 0.4 MI (0.6 KM) TO THE
 HZ2668'AIRPORT PARKING LOT ON THE RIGHT.  TURN RIGHT AND GO NORTH-NORTHWEST
 HZ2668'ACROSS PARKING LOT FOR 0.05 MI (0.08 KM) TO A LOCKED GATE.  CONTINUE
 HZ2668'AHEAD THROUGH GATE FOR 0.05 MI (0.08 KM) TO THE TAXIWAY.  TURN LEFT
 HZ2668'AND GO WEST-SOUTHWEST ON TAXIWAY FOR 0.05 MI (0.08 KM) TO THE STATION
 HZ2668'ON THE RIGHT.
 HZ2668'THE STATION IS FLUSH WITH THE GROUND.  LOCATED 175.0 FT (53.3 M)
 HZ2668'SOUTH-SOUTHEAST OF THE RUNWAY CENTERLINE, 173.5 FT (52.9 M) SOUTHEAST
 HZ2668'OF SECOND RUNWAY LIGHT, 172.6 FT (52.6 M) SOUTHWEST OF WEST EDGE OF
 HZ2668'TAXIWAY HOLDING STRIPE AND 137.6 FT (41.9 M) SOUTHWEST OF THE FIRST
 HZ2668'RUNWAY LIGHT WEST OF TAXIWAY.
 HZ2668
 HZ2668                          STATION RECOVERY (1994)
 HZ2668
 HZ2668'RECOVERED 1994
 HZ2668'RECOVERED IN GOOD CONDITION.
 HZ2668
 HZ2668                          STATION RECOVERY (2003)
 HZ2668
 HZ2668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DRL)
 HZ2668'RECOVERED AS DESCRIBED.
 HZ2668'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2669 ***********************************************************************
 HZ2669  SACS        -  This is a Secondary Airport Control Station.
 HZ2669  DESIGNATION -  FAA FFY STA A 2 AP
 HZ2669  PID         -  HZ2669
 HZ2669  STATE/COUNTY-  KY/FRANKLIN
 HZ2669  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ2669
 HZ2669                         *CURRENT SURVEY CONTROL
 HZ2669  ___________________________________________________________________
 HZ2669* NAD 83(1993)-  38 10 45.66210(N)    084 54 42.93780(W)     ADJUSTED  
 HZ2669* NAVD 88     -       244.3    (meters)     802.     (feet)  GPS OBS   
 HZ2669  ___________________________________________________________________
 HZ2669  X           -     445,236.349 (meters)                     COMP
 HZ2669  Y           -  -5,000,531.794 (meters)                     COMP
 HZ2669  Z           -   3,921,242.404 (meters)                     COMP
 HZ2669  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 HZ2669  ELLIP HEIGHT-         210.72  (meters)          (07/14/03) GPS OBS
 HZ2669  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ2669
 HZ2669  HORZ ORDER  -  FIRST
 HZ2669  ELLP ORDER  -  FOURTH    CLASS II
 HZ2669
 HZ2669.This mark is at Capital City Airport (FFT)
 HZ2669
 HZ2669.The horizontal coordinates were established by GPS observations
 HZ2669.and adjusted by the National Geodetic Survey in September 1994..
 HZ2669.No horizontal observational check was made to the station.
 HZ2669
 HZ2669.The orthometric height was determined by GPS observations and a
 HZ2669.high-resolution geoid model.
 HZ2669.No vertical observational check was made to the station.
 HZ2669
 HZ2669.GPS derived orthometric heights for airport stations designated as
 HZ2669.PACS or SACS are published to 2 decimal places.  This maintains
 HZ2669.centimeter relative accuracy between the PACS and SACS.  It does
 HZ2669.not indicate centimeter accuracy relative to other marks which are
 HZ2669.part of the NAVD 88 network.
 HZ2669
 HZ2669.Photographs are available for this station.
 HZ2669
 HZ2669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2669
 HZ2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2669
 HZ2669.The ellipsoidal height was determined by GPS observations
 HZ2669.and is referenced to NAD 83.
 HZ2669
 HZ2669.The geoid height was determined by GEOID03.
 HZ2669
 HZ2669;                    North         East     Units Scale Factor Converg.
 HZ2669;SPC KY1Z     - 1,205,206.452 1,573,423.422   MT  0.99991888   +0 30 52.4
 HZ2669;SPC KY1Z     - 3,954,081.50  5,162,140.01   sFT  0.99991888   +0 30 52.4
 HZ2669;SPC KY N     -    75,613.927   442,005.157   MT  0.99997463   -0 24 42.3
 HZ2669;SPC KY N     -   248,076.69  1,450,145.25   sFT  0.99997463   -0 24 42.3
 HZ2669;UTM  16      - 4,227,775.115   682,889.479   MT  1.00001196   +1 17 27.8
 HZ2669
 HZ2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2669!SPC KY1Z     -   0.99996694  x   0.99991888  =   0.99988582
 HZ2669!SPC KY N     -   0.99996694  x   0.99997463  =   0.99994157
 HZ2669!UTM  16      -   0.99996694  x   1.00001196  =   0.99997890
 HZ2669
 HZ2669:                Primary Azimuth Mark                     Grid Az
 HZ2669:SPC KY1Z     -  FAA FFY STA B 2 AP                       063 23 25.1
 HZ2669:SPC KY N     -  FAA FFY STA B 2 AP                       064 18 59.8
 HZ2669:UTM  16      -  FAA FFY STA B 2 AP                       062 36 49.7
 HZ2669
 HZ2669|---------------------------------------------------------------------|
 HZ2669| PID    Reference Object                     Distance      Geod. Az  |
 HZ2669|                                                           dddmmss.s |
 HZ2669| HZ2662 FAA FFY STA B 2 AP                  APPROX. 1.4 KM 0635417.5 |
 HZ2669|---------------------------------------------------------------------|
 HZ2669
 HZ2669                          SUPERSEDED SURVEY CONTROL
 HZ2669
 HZ2669.No superseded survey control is available for this station.
 HZ2669
 HZ2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8288927775(NAD 83)
 HZ2669_MARKER: DT = TOPOGRAPHIC STATION DISK
 HZ2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2669_SP_SET: CONCRETE POST
 HZ2669_STAMPING: FFY STA A 2 AP 1970
 HZ2669_MARK LOGO: CGS   
 HZ2669_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2669+STABILITY: SURFACE MOTION
 HZ2669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2669+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 HZ2669
 HZ2669  HISTORY     - Date     Condition        Report By
 HZ2669  HISTORY     - 1970     MONUMENTED       NOS
 HZ2669  HISTORY     - 19931207 GOOD             NGS
 HZ2669  HISTORY     - 19940106 GOOD
 HZ2669  HISTORY     - 20030523 GOOD             NGS
 HZ2669
 HZ2669                          STATION DESCRIPTION
 HZ2669
 HZ2669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HZ2669'THE STATION IS LOCATED ABOUT 29.0 MI (46.7 KM) NORHTWEST OF LEXINGTON
 HZ2669'AND IN FRANKFORT AT THE CAPITOL CITY AIRPORT, 90 AIRPORT ROAD,
 HZ2669'FRANKFORT, KY 40601.  AIRPORT MANAGER - SCOTT MITCHELL, PHONE
 HZ2669'502-564-3714 OR 502-564-3777.
 HZ2669'NOTE--IDENTIFIER LETTERS FOR THE AIRPORT IS FFT.
 HZ2669'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 64 AND U.S.
 HZ2669'HIGHWAY 127 (EXIT 53), GO NORTH ON U.S. HIGHWAY 127 (LAWRENCEBURG
 HZ2669'ROAD) FOR 1.7 MI (2.7 KM) TO THE INTERSECTION OF U.S. HIGHWAY 60
 HZ2669'(LOUISVILLE ROAD). TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 60 FOR
 HZ2669'0.2 MI (0.3 KM) TO A PAVED ROAD ON THE RIGHT LEADING TO THE AIRPORT.
 HZ2669'TURN RIGHT AND GO NORHTWEST ON PAVED ROAD FOR 0.4 MI (0.6 KM) TO THE
 HZ2669'AIRPORT PARKING LOT ON THE RIGHT. TURN RIGHT AND GO NORTH-NORTHWEST
 HZ2669'ACROSS PARKING LOT FOR 0.05 MI (0.08 KM) TO A LOCKED GATE.  CONTINUE
 HZ2669'AHEAD THROUGH GATE FOR 0.05 MI (0.08 KM) TO THE TAXIWAY.  TURN LEFT
 HZ2669'AND GO WEST-SOUTHWEST ON TAXIWAY FOR 0.5 MI (0.8 KM) TO THE STATION
 HZ2669'ON THE RIGHT.
 HZ2669'THE STATION IS FLUSH WITH THE GROUND.  LOCATED 197.0 FT (60.0 M)
 HZ2669'SOUTHWEST OF THE SECOND RUNWAY LIGHT, 169.9 FT (51.8 M) EAST OF
 HZ2669'SOUTHERN-MOST THRESHOLD LIGHT, 125.0 FT (38.1 M) SOUTH-SOUTHEAST OF
 HZ2669'THE RUNWAY CENTERLINE, 107.6 FT (32.8 M) EAST OF TAXIWAY CENTERLINE
 HZ2669'AND 66.1 FT (20.1 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT.
 HZ2669
 HZ2669                          STATION RECOVERY (1994)
 HZ2669
 HZ2669'RECOVERED 1994
 HZ2669'RECOVERED IN GOOD CONDITION.
 HZ2669
 HZ2669                          STATION RECOVERY (2003)
 HZ2669
 HZ2669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 HZ2669'RECOVERED AS DESCRIBED
 HZ2669' 
 HZ2669'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2662 ***********************************************************************
 HZ2662  CBN         -  This is a Cooperative Base Network Control Station.
 HZ2662  PACS        -  This is a Primary Airport Control Station.
 HZ2662  DESIGNATION -  FAA FFY STA B 2 AP
 HZ2662  PID         -  HZ2662
 HZ2662  STATE/COUNTY-  KY/FRANKLIN
 HZ2662  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ2662
 HZ2662                         *CURRENT SURVEY CONTROL
 HZ2662  ___________________________________________________________________
 HZ2662* NAD 83(1993)-  38 11 06.24393(N)    084 53 49.68923(W)     ADJUSTED  
 HZ2662* NAVD 88     -       238.34   (meters)     782.0    (feet)  GPS OBS   
 HZ2662  ___________________________________________________________________
 HZ2662  X           -     446,491.941 (meters)                     COMP
 HZ2662  Y           -  -5,000,021.248 (meters)                     COMP
 HZ2662  Z           -   3,921,737.549 (meters)                     COMP
 HZ2662  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HZ2662  ELLIP HEIGHT-         204.73  (meters)          (11/03/04) GPS OBS
 HZ2662  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HZ2662
 HZ2662  HORZ ORDER  -  B
 HZ2662  ELLP ORDER  -  THIRD     CLASS I
 HZ2662
 HZ2662.This mark is at Capital City Airport (FFT)
 HZ2662
 HZ2662.The horizontal coordinates were established by GPS observations
 HZ2662.and adjusted by the National Geodetic Survey in September 1994..
 HZ2662
 HZ2662.The orthometric height was determined by GPS observations and a
 HZ2662.high-resolution geoid model.
 HZ2662
 HZ2662.GPS derived orthometric heights for airport stations designated as
 HZ2662.PACS or SACS are published to 2 decimal places.  This maintains
 HZ2662.centimeter relative accuracy between the PACS and SACS.  It does
 HZ2662.not indicate centimeter accuracy relative to other marks which are
 HZ2662.part of the NAVD 88 network.
 HZ2662
 HZ2662.Photographs are available for this station.
 HZ2662
 HZ2662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2662
 HZ2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2662
 HZ2662.The ellipsoidal height was determined by GPS observations
 HZ2662.and is referenced to NAD 83.
 HZ2662
 HZ2662.The geoid height was determined by GEOID03.
 HZ2662
 HZ2662;                    North         East     Units Scale Factor Converg.
 HZ2662;SPC KY1Z     - 1,205,852.720 1,574,713.448   MT  0.99991941   +0 31 25.1
 HZ2662;SPC KY1Z     - 3,956,201.80  5,166,372.37   sFT  0.99991941   +0 31 25.1
 HZ2662;SPC KY N     -    76,239.291   443,305.533   MT  0.99997414   -0 24 09.2
 HZ2662;SPC KY N     -   250,128.41  1,454,411.57   sFT  0.99997414   -0 24 09.2
 HZ2662;UTM  16      - 4,228,438.873   684,170.750   MT  1.00001775   +1 18 01.3
 HZ2662
 HZ2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2662!SPC KY1Z     -   0.99996788  x   0.99991941  =   0.99988729
 HZ2662!SPC KY N     -   0.99996788  x   0.99997414  =   0.99994202
 HZ2662!UTM  16      -   0.99996788  x   1.00001775  =   0.99998563
 HZ2662
 HZ2662:                Primary Azimuth Mark                     Grid Az
 HZ2662:SPC KY1Z     -  FAA FFY ARP 2                            242 12 17.3
 HZ2662:SPC KY N     -  FAA FFY ARP 2                            243 07 51.6
 HZ2662:UTM  16      -  FAA FFY ARP 2                            241 25 41.1
 HZ2662
 HZ2662|---------------------------------------------------------------------|
 HZ2662| PID    Reference Object                     Distance      Geod. Az  |
 HZ2662|                                                           dddmmss.s |
 HZ2662| HZ2668 FAA FFY ARP 2                       APPROX. 0.7 KM 2424342.4 |
 HZ2662| HZ2669 FAA FFY STA A 2 AP                  APPROX. 1.4 KM 2435450.5 |
 HZ2662|---------------------------------------------------------------------|
 HZ2662
 HZ2662                          SUPERSEDED SURVEY CONTROL
 HZ2662
 HZ2662  ELLIP H (09/07/94)  204.75   (m)                       GP(       ) 4 1
 HZ2662
 HZ2662.Superseded values are not recommended for survey control.
 HZ2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2662.See file dsdata.txt to determine how the superseded data were derived.
 HZ2662
 HZ2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8417128439(NAD 83)
 HZ2662_MARKER: DT = TOPOGRAPHIC STATION DISK
 HZ2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2662_SP_SET: CONCRETE POST
 HZ2662_STAMPING: FFY STA B 2 AP 1970
 HZ2662_MARK LOGO: CGS   
 HZ2662_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2662+STABILITY: SURFACE MOTION
 HZ2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2662+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003
 HZ2662
 HZ2662  HISTORY     - Date     Condition        Report By
 HZ2662  HISTORY     - 1970     MONUMENTED       NGS
 HZ2662  HISTORY     - 19931207 GOOD             NGS
 HZ2662  HISTORY     - 19940106 GOOD
 HZ2662  HISTORY     - 20021206 GOOD             WOOLPT
 HZ2662  HISTORY     - 20030528 GOOD             NGS
 HZ2662
 HZ2662                          STATION DESCRIPTION
 HZ2662
 HZ2662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HZ2662'THE STATION IS LOCATED ABOUT 29.0 MI (46.7 KM) NORHTWEST OF LEXINGTON
 HZ2662'AND IN FRANKFORT AT THE CAPITOL CITY AIRPORT, 90 AIRPORT ROAD,
 HZ2662'FRANKFORT, KY 40601.  AIRPORT MANAGER - SCOTT MITCHELL, PHONE
 HZ2662'502-564-3714 OR 502-564-3777.
 HZ2662'NOTE--IDENTIFIER LETTERS FOR THE AIRPORT IS FFT.
 HZ2662'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 64 AND U.S.
 HZ2662'HIGHWAY 127 (EXIT 53), GO NORTH ON U.S. HIGHWAY 127 (LAWRENCEBURG
 HZ2662'ROAD) FOR 1.7 MI (2.7 KM) TO THE INTERSECTION OF U.S. HIGHWAY 60
 HZ2662'(LOUISVILLE ROAD). TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 60 FOR
 HZ2662'0.2 MI (0.3 KM) TO A PAVED ROAD ON THE RIGHT LEADING TO THE AIRPORT.
 HZ2662'TURN RIGHT AND GO NORHTWEST ON PAVED ROAD FOR 0.4 MI (0.6 KM) TO THE
 HZ2662'AIRPORT PARKING LOT ON THE RIGHT. TURN RIGHT AND GO NORTH-NORTHWEST
 HZ2662'ACROSS PARKING LOT FOR 0.05 MI (0.08 KM) TO A LOCKED GATE.  CONTINUE
 HZ2662'AHEAD THROUGH GATE FOR 0.05 MI (0.08 KM) TO THE TAXIWAY.  TURN RIGHT
 HZ2662'AND GO EAST-NORTHEAST ON TAXIWAY FOR 0.45 MI (0.72 KM) TO THE STATION
 HZ2662'ON THE LEFT.
 HZ2662'THE STATION IS FLUSH WITH THE GROUND AND LOCATED 176.6 FT (53.8 M)
 HZ2662'SOUTHEAST OF THE SECOND RUNWAY LIGHT, 145.5 FT (44.3 M) NORTHEAST OF
 HZ2662'THE NORTHEAST CORNER OF THE METAL GRATE OF A STORM DRAIN, 125.0 FT
 HZ2662'(38.1 M) SOUTH-SOUTHEAST OF THE CENTER OF THE RUNWAY, 110.3 FT
 HZ2662'(33.6 M) WEST OF THE TAXIWAY CENTERLINE AND 67.2 FT (20.5 M)
 HZ2662'SOUTHWEST OF THE FIRST RUNWAY LIGHT.
 HZ2662
 HZ2662                          STATION RECOVERY (1994)
 HZ2662
 HZ2662'RECOVERED 1994
 HZ2662'RECOVERED IN GOOD CONDITION.
 HZ2662
 HZ2662                          STATION RECOVERY (2002)
 HZ2662
 HZ2662'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 HZ2662'RECOVERED AS DESCRIBED.
 HZ2662
 HZ2662                          STATION RECOVERY (2003)
 HZ2662
 HZ2662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DRL)
 HZ2662'RECOVERED AS DESCRIBED.
 HZ2662' 
 HZ2662'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2472 ***********************************************************************
 HZ2472  SACS        -  This is a Secondary Airport Control Station.
 HZ2472  DESIGNATION -  FAA LEX ARP 2
 HZ2472  PID         -  HZ2472
 HZ2472  STATE/COUNTY-  KY/FAYETTE
 HZ2472  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2472
 HZ2472                         *CURRENT SURVEY CONTROL
 HZ2472  ___________________________________________________________________
 HZ2472* NAD 83(1993)-  38 02 16.70121(N)    084 36 15.37190(W)     ADJUSTED  
 HZ2472* NAVD 88     -       297.62   (meters)     976.4    (feet)  GPS OBS   
 HZ2472  ___________________________________________________________________
 HZ2472  X           -     472,995.518 (meters)                     COMP
 HZ2472  Y           -  -5,007,753.243 (meters)                     COMP
 HZ2472  Z           -   3,908,927.306 (meters)                     COMP
 HZ2472  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 HZ2472  ELLIP HEIGHT-         264.31  (meters)          (01/09/97) GPS OBS
 HZ2472  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2472
 HZ2472  HORZ ORDER  -  FIRST
 HZ2472  ELLP ORDER  -  THIRD     CLASS II
 HZ2472
 HZ2472.This mark is at Blue Grass Airport (LEX)
 HZ2472
 HZ2472.The horizontal coordinates were established by GPS observations
 HZ2472.and adjusted by the National Geodetic Survey in January 1997..
 HZ2472
 HZ2472.The orthometric height was determined by GPS observations and a
 HZ2472.high-resolution geoid model.
 HZ2472
 HZ2472.GPS derived orthometric heights for airport stations designated as
 HZ2472.PACS or SACS are published to 2 decimal places.  This maintains
 HZ2472.centimeter relative accuracy between the PACS and SACS.  It does
 HZ2472.not indicate centimeter accuracy relative to other marks which are
 HZ2472.part of the NAVD 88 network.
 HZ2472
 HZ2472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2472
 HZ2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2472
 HZ2472.The ellipsoidal height was determined by GPS observations
 HZ2472.and is referenced to NAD 83.
 HZ2472
 HZ2472.The geoid height was determined by GEOID03.
 HZ2472
 HZ2472;                    North         East     Units Scale Factor Converg.
 HZ2472;SPC KY1Z     - 1,189,802.727 1,600,568.687   MT  0.99990890   +0 42 12.4
 HZ2472;SPC KY1Z     - 3,903,544.45  5,251,199.10   sFT  0.99990890   +0 42 12.4
 HZ2472;SPC KY N     -    59,772.875   468,900.037   MT  0.99998998   -0 13 13.4
 HZ2472;SPC KY N     -   196,104.84  1,538,382.87   sFT  0.99998998   -0 13 13.4
 HZ2472;UTM  16      - 4,212,737.512   710,245.079   MT  1.00014444   +1 28 36.3
 HZ2472
 HZ2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2472!SPC KY1Z     -   0.99995853  x   0.99990890  =   0.99986743
 HZ2472!SPC KY N     -   0.99995853  x   0.99998998  =   0.99994851
 HZ2472!UTM  16      -   0.99995853  x   1.00014444  =   1.00010296
 HZ2472
 HZ2472:                Primary Azimuth Mark                     Grid Az
 HZ2472:SPC KY1Z     -  LFUCG GPS STA 0078                       000 17 21.3
 HZ2472:SPC KY N     -  LFUCG GPS STA 0078                       001 12 47.1
 HZ2472:UTM  16      -  LFUCG GPS STA 0078                       359 30 57.4
 HZ2472
 HZ2472|---------------------------------------------------------------------|
 HZ2472| PID    Reference Object                     Distance      Geod. Az  |
 HZ2472|                                                           dddmmss.s |
 HZ2472| HZ2638 LFUCG GPS STA 0078                  APPROX. 0.5 KM 0005933.7 |
 HZ2472| HZ2475 BLUE GRASS AIRPORT AIRWAY BCN       443.997 METERS 0820949.5 |
 HZ2472| HZ0329 BLUE GRASS                          APPROX. 0.6 KM 0853221.6 |
 HZ2472| AC5532 LEX A                               APPROX. 0.6 KM 1804351.5 |
 HZ2472|---------------------------------------------------------------------|
 HZ2472
 HZ2472                          SUPERSEDED SURVEY CONTROL
 HZ2472
 HZ2472  NAD 83(1993)-  38 02 16.70385(N)    084 36 15.37873(W) AD(       ) 1
 HZ2472  NAD 83(1993)-  38 02 16.70160(N)    084 36 15.37221(W) AD(       ) 1
 HZ2472  NAD 83(1986)-  38 02 16.70908(N)    084 36 15.38729(W) AD(       ) 3
 HZ2472  NAD 27      -  38 02 16.42800(N)    084 36 15.59400(W) AD(       ) 3
 HZ2472
 HZ2472.Superseded values are not recommended for survey control.
 HZ2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2472.See file dsdata.txt to determine how the superseded data were derived.
 HZ2472
 HZ2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1024512738(NAD 83)
 HZ2472_MARKER: DT = TOPOGRAPHIC STATION DISK
 HZ2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2472_SP_SET: CONCRETE POST
 HZ2472_STAMPING: ARP 2 1961
 HZ2472_MARK LOGO: CGS   
 HZ2472_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2472+STABILITY: SURFACE MOTION
 HZ2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2472+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1996
 HZ2472
 HZ2472  HISTORY     - Date     Condition        Report By
 HZ2472  HISTORY     - 1961     MONUMENTED       CGS
 HZ2472  HISTORY     - 1961     GOOD             CGS
 HZ2472  HISTORY     - 1966     GOOD             CGS
 HZ2472  HISTORY     - 1970     GOOD             NGS
 HZ2472  HISTORY     - 1976     GOOD             NGS
 HZ2472  HISTORY     - 1980     GOOD             NGS
 HZ2472  HISTORY     - 19880926 GOOD             NGS
 HZ2472  HISTORY     - 19940106 GOOD             NGS
 HZ2472  HISTORY     - 19951114 GOOD             LOWE
 HZ2472  HISTORY     - 19960826 GOOD             NGS
 HZ2472
 HZ2472                          STATION DESCRIPTION
 HZ2472
 HZ2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JJC)
 HZ2472'THE STATION IS LOCATED AT BLUE GRASS FIELD AIRPORT, APPROXIMATELY 5
 HZ2472'MILES WEST OF LEXINGTON KENTUCKY.  APPROXIMATELY 1450 FEET WEST OF
 HZ2472'THE AIRPORT CONTROL TOWER.  ABOUT 700 FEET SOUTHWEST OF THE
 HZ2472'INTERSECTION OF RUNWAYS 4 22 AND 15 33.  167.60 FEET WSW OF THE 3RD
 HZ2472'RUNWAY LIGHT FROM THE INTERSECTION OF RUNWAYS 4 22 AND 15 33 ON
 HZ2472'THE NW EDGE OF RUNWY 4 22.  AND 87.85 FEET WNW OF THE 4TH RUNWAY
 HZ2472'LIGHT AND SET 75.00 FEET NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 4
 HZ2472'22.  THE STATION IS A STANDARD TOPOGRAPHIC STATION DISC STAMPED ARP 2
 HZ2472'1961 SET IN THE TOP OF A 10 INCH CONCRETE POST FLUSH WITH THE GROUND.
 HZ2472
 HZ2472                          STATION RECOVERY (1961)
 HZ2472
 HZ2472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 HZ2472'RECOVERED IN GOOD CONDITION.
 HZ2472
 HZ2472                          STATION RECOVERY (1966)
 HZ2472
 HZ2472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WMR)
 HZ2472'STATION RECOVERED IN GOOD CONDITION.  THE 1961 DESCRIPTION IS GOOD.
 HZ2472
 HZ2472                          STATION RECOVERY (1970)
 HZ2472
 HZ2472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMR)
 HZ2472'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 HZ2472'GOOD.
 HZ2472
 HZ2472                          STATION RECOVERY (1976)
 HZ2472
 HZ2472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TGR)
 HZ2472'RECOVERED IN GOOD CONDITION AS DESCRIBED.  RUNWAY 15-33 IS CLOSED
 HZ2472'AND IS DESIGNATED TAXIWAY H.
 HZ2472'
 HZ2472'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AIRPORT.
 HZ2472
 HZ2472                          STATION RECOVERY (1980)
 HZ2472
 HZ2472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RPD)
 HZ2472'STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR NEW RUNWAY LIGHTS.
 HZ2472'STATION IS 112.4 FT. WSW OF THE 3RD RUNWAY LIGHT (NO. 10) SW OF THE
 HZ2472'INTERSECTION OF RWY 4/22 AND TAXIWAY H.  114.3 FT. NNE OF THE 4TH
 HZ2472'RUNWAY LIGHT (NO. 11).  THE OTHER REFERENCES ARE CORRECT.
 HZ2472'
 HZ2472'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BLUE GRASS
 HZ2472'AIRPORT, LEXINGTON.
 HZ2472
 HZ2472                          STATION RECOVERY (1988)
 HZ2472
 HZ2472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HZ2472'THE STATION IS LOCATED AT THE BLUE GRASS AIRPORT ABOUT 700 FT (213.4
 HZ2472'M) SW OF THE INTERSECTION OF RWY 4/22 AND TAXIWAY H.  IT IS 112.4 FT
 HZ2472'(34.3 M) WSW OF 3RD RUNWAY LIGHT SW OF THE ABOVE MENTIONED
 HZ2472'INTERSECTION (LIGHT 10), 114.3 FT (34.8 M) NNE OF THE 4TH RUNWAY LIGHT
 HZ2472'(LIGHT 11), 75.0 FT (22.9 M) NW OF THE NW EDGE OF RWY 4/22. THE
 HZ2472'STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 10 INCH
 HZ2472'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED, ARP 2 1961.
 HZ2472
 HZ2472                          STATION RECOVERY (1994)
 HZ2472
 HZ2472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 HZ2472'THE STATION IS LOCATED AT BLUEGRASS FIELD AIRPORT.  APPROXIMATELY 5 MI
 HZ2472'(8.0 KM) WEST OF LEXINGTON.  APPROXIMATELY 1450 FT (442.0 M) WEST OF
 HZ2472'THE AIRPORT CONTROL TOWER AND ABOUT 700 FT (213.4 M) SOUTHWEST OF THE
 HZ2472'INTERSECTION OF RUNWAYS 4/22 AND TAXIWAY H.  OWNERSHIP--LEXINGTON
 HZ2472'FAYETTE URBAN COUNTY AIRPORT BOARD, 4000 VERSAILLES ROAD, LEXINGTON,
 HZ2472'KY 40511. CONTACT JEFFREY N. ASH, ENGINEERING TECHNICIAN,
 HZ2472'PHONE--606-254-9336. ESCORT REQUIRED.
 HZ2472'TO REACH THE STATION FROM JUNCTION OF U.S HIGHWAY 60 AND STATE ROUTE 4
 HZ2472'(CIRCLE DRIVE) LOCATED ON THE WEST SIDE OF LEXINGTON, GO WEST ON U.S.
 HZ2472'HIGHWAY 60 FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF MAN OF WAR
 HZ2472'BOULEVARD ON LEFT, TURN LEFT AND GO SOUTH ON MAN OF WAR BOULEVARD FOR
 HZ2472'0.25 MI (0.40 KM) TO AVIATION DRIVE, TURN RIGHT AND GO WEST ON
 HZ2472'AVIATION DRIVE TO A PAVED ROAD, TURN RIGHT AND GO NORTH ON PAVED ROAD
 HZ2472'FOR 0.25 MI (0.40 KM) TO GATE ON THE LEFT, TURN LEFT PASS THROUGH
 HZ2472'GATE AND GO WESTERLY ON ACCESS ROAD FOR 0.4 MI (0.6 KM) TO TAXIWAY G,
 HZ2472'TURN RIGHT AND GO WESTERLY ON TAXIWAY G THEN TAXIWAY F FOR 0.4 MI
 HZ2472'(0.6 KM) TO THE JUNCTION OF TAXIWAY H, TURN LEFT AND GO SOUTHEASTERLY
 HZ2472'ON TAXIWAY H FOR 0.2 MI (0.3 KM) TO ACCESS ROAD ON RIGHT, TURN RIGHT
 HZ2472'AND GO SOUTHWESTERLY ON ACCESS ROAD FOR 0.05 MI (0.08 KM) TO STATION
 HZ2472'ON THE LEFT.
 HZ2472'THE STATION IS FLUSH WITH THE LEVEL OF THE GROUND.  LOCATED 112.4 FT
 HZ2472'(34.3 M) WEST-SOUTHWEST OF THE SOUTHWEST OF OF THE THIRD RUNWAY LIGHT
 HZ2472'(NO. 10) SOUTHWEST OF THE INTERSECTION OF RUNWAY 4/22 AND TAXIWAY H,
 HZ2472'114.3 FT (34.8 M) NORTH-NORTHEAST OF THE FOURTH RUNWAY LIGHT (NO. 11)
 HZ2472'AND 75.0 FT (22.9 M) NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 4/22.
 HZ2472
 HZ2472                          STATION RECOVERY (1995)
 HZ2472
 HZ2472'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HZ2472'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.  ESCORT REQUIRED,
 HZ2472'JEFF ASH WITH AIRPORT AUTHORITY TELEPHONE NUMBER 606-254-9336.  THIS
 HZ2472'STATION IS A SECONDARY AIRPORT CONTROL STATION.
 HZ2472
 HZ2472                          STATION RECOVERY (1996)
 HZ2472
 HZ2472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HZ2472'RECOVERED AS DESCRIBED BY NGS IN 1994.  THIS IS A SECONDARY AIRPORT
 HZ2472'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2478 ***********************************************************************
 HZ2478  SACS        -  This is a Secondary Airport Control Station.
 HZ2478  DESIGNATION -  FAA LEX STA B AP
 HZ2478  PID         -  HZ2478
 HZ2478  STATE/COUNTY-  KY/FAYETTE
 HZ2478  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2478
 HZ2478                         *CURRENT SURVEY CONTROL
 HZ2478  ___________________________________________________________________
 HZ2478* NAD 83(1993)-  38 01 50.45818(N)    084 36 44.81258(W)     ADJUSTED  
 HZ2478* NAVD 88     -       290.29   (meters)     952.4    (feet)  GPS OBS   
 HZ2478  ___________________________________________________________________
 HZ2478  X           -     472,327.013 (meters)                     COMP
 HZ2478  Y           -  -5,008,311.312 (meters)                     COMP
 HZ2478  Z           -   3,908,285.452 (meters)                     COMP
 HZ2478  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 HZ2478  ELLIP HEIGHT-         256.98  (meters)          (01/09/97) GPS OBS
 HZ2478  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2478
 HZ2478  HORZ ORDER  -  FIRST
 HZ2478  ELLP ORDER  -  THIRD     CLASS II
 HZ2478
 HZ2478.This mark is at Blue Grass Airport (LEX)
 HZ2478
 HZ2478.The horizontal coordinates were established by GPS observations
 HZ2478.and adjusted by the National Geodetic Survey in January 1997..
 HZ2478
 HZ2478.The orthometric height was determined by GPS observations and a
 HZ2478.high-resolution geoid model.
 HZ2478
 HZ2478.GPS derived orthometric heights for airport stations designated as
 HZ2478.PACS or SACS are published to 2 decimal places.  This maintains
 HZ2478.centimeter relative accuracy between the PACS and SACS.  It does
 HZ2478.not indicate centimeter accuracy relative to other marks which are
 HZ2478.part of the NAVD 88 network.
 HZ2478
 HZ2478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2478
 HZ2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2478
 HZ2478.The ellipsoidal height was determined by GPS observations
 HZ2478.and is referenced to NAD 83.
 HZ2478
 HZ2478.The geoid height was determined by GEOID03.
 HZ2478
 HZ2478;                    North         East     Units Scale Factor Converg.
 HZ2478;SPC KY1Z     - 1,188,984.940 1,599,860.748   MT  0.99990855   +0 41 54.3
 HZ2478;SPC KY1Z     - 3,900,861.42  5,248,876.47   sFT  0.99990855   +0 41 54.3
 HZ2478;SPC KY N     -    58,966.543   468,178.945   MT  0.99999093   -0 13 31.7
 HZ2478;SPC KY N     -   193,459.40  1,536,017.09   sFT  0.99999093   -0 13 31.7
 HZ2478;UTM  16      - 4,211,910.053   709,548.076   MT  1.00014084   +1 28 17.3
 HZ2478
 HZ2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2478!SPC KY1Z     -   0.99995968  x   0.99990855  =   0.99986823
 HZ2478!SPC KY N     -   0.99995968  x   0.99999093  =   0.99995061
 HZ2478!UTM  16      -   0.99995968  x   1.00014084  =   1.00010051
 HZ2478
 HZ2478:                Primary Azimuth Mark                     Grid Az
 HZ2478:SPC KY1Z     -  FAA LEX ARP 2                            040 52 55.1
 HZ2478:SPC KY N     -  FAA LEX ARP 2                            041 48 21.1
 HZ2478:UTM  16      -  FAA LEX ARP 2                            040 06 32.1
 HZ2478
 HZ2478|---------------------------------------------------------------------|
 HZ2478| PID    Reference Object                     Distance      Geod. Az  |
 HZ2478|                                                           dddmmss.s |
 HZ2478| HZ2472 FAA LEX ARP 2                       APPROX. 1.1 KM 0413449.4 |
 HZ2478| HZ2475 BLUE GRASS AIRPORT AIRWAY BCN       APPROX. 1.4 KM 0530506.5 |
 HZ2478|---------------------------------------------------------------------|
 HZ2478
 HZ2478                          SUPERSEDED SURVEY CONTROL
 HZ2478
 HZ2478  NAD 83(1993)-  38 01 50.45615(N)    084 36 44.82410(W) AD(       ) 1
 HZ2478  NAD 83(1993)-  38 01 50.45855(N)    084 36 44.81300(W) AD(       ) 1
 HZ2478  NAD 83(1986)-  38 01 50.46117(N)    084 36 44.83258(W) AD(       ) 3
 HZ2478  NAD 27      -  38 01 50.17800(N)    084 36 45.03600(W) AD(       ) 3
 HZ2478
 HZ2478.Superseded values are not recommended for survey control.
 HZ2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2478.See file dsdata.txt to determine how the superseded data were derived.
 HZ2478
 HZ2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0954811910(NAD 83)
 HZ2478_MARKER: DT = TOPOGRAPHIC STATION DISK
 HZ2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2478_SP_SET: CONCRETE POST
 HZ2478_STAMPING: STA B AP 1961
 HZ2478_MARK LOGO: CGS   
 HZ2478_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2478+STABILITY: SURFACE MOTION
 HZ2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2478+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1996
 HZ2478
 HZ2478  HISTORY     - Date     Condition        Report By
 HZ2478  HISTORY     - 1961     MONUMENTED       CGS
 HZ2478  HISTORY     - 1961     GOOD             CGS
 HZ2478  HISTORY     - 1966     GOOD             CGS
 HZ2478  HISTORY     - 1970     GOOD             NGS
 HZ2478  HISTORY     - 1976     GOOD             NGS
 HZ2478  HISTORY     - 19880926 GOOD             NGS
 HZ2478  HISTORY     - 19940106 GOOD             NGS
 HZ2478  HISTORY     - 19951114 GOOD             LOWE
 HZ2478  HISTORY     - 19960826 GOOD             NGS
 HZ2478
 HZ2478                          STATION DESCRIPTION
 HZ2478
 HZ2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JJC)
 HZ2478'THE STATION IS LOCATED AT BLUE GRASS FIELD AIRPORT, APPROXIMATELY 5
 HZ2478'MILES WEST OF LEXINGTON KENTUCKY.  APPROXIMATELY 4,700 FEET
 HZ2478'SOUTHWEST OF THE AIRPORT CONTROL TOWER.  75.00 FEET NORTHWEST OF AND
 HZ2478'DIRECTLY IN LINE WITH THE PHYSICAL END OF RUNWAY END 4.  THE STATION
 HZ2478'IS A STANDARD TOPOGRAPHIC STATION DISC STAMPED STA B AP 1961 SET IN
 HZ2478'THE TOP OF A 10 INCH CONCRETE POST SET FLUSH WITH THE GROUND.
 HZ2478
 HZ2478                          STATION RECOVERY (1961)
 HZ2478
 HZ2478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 HZ2478'RECOVERED IN GOOD CONDITION.
 HZ2478
 HZ2478                          STATION RECOVERY (1966)
 HZ2478
 HZ2478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WMR)
 HZ2478'STATION RECOVERED IN GOOD CONDITION.  THE AREA HAS BEEN FILLED IN AND
 HZ2478'THE MARK IS NOW ABOUT ONE FOOT UNDER GROUND.  THE 1961 DESCRIPTION
 HZ2478'IS ADEQUATE WITH THE FOLLOWING ADDITIONS.
 HZ2478'
 HZ2478'THE MARK IS 211.5 FEET SOUTHWEST OF THE FIRST RUNWAY LIGHT, WHICH IS
 HZ2478'NORTHEAST OF THE END OF RUNWAY 4.
 HZ2478'
 HZ2478'THE MARK IS 74.7 FEET NORTHWEST OF THE MOST WESTERLY, OF FOUR,
 HZ2478'THRESHOLD LIGHTS AT THE END OF RUNWAY 4.
 HZ2478'
 HZ2478'THE MARK IS 75.0 FEET NORTHWEST OF THE CORNER OF RUNWAY 4.
 HZ2478
 HZ2478                          STATION RECOVERY (1970)
 HZ2478
 HZ2478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMR)
 HZ2478'STATION RECOVERED IN GOOD CONDITION.  RUNWAY END 4 HAS BEEN EXTENDED
 HZ2478'1000 FEET TO THE SOUTHWEST.  THE MARK IS LOCATED AT THE OLD END OF
 HZ2478'RUNWAY 4 AND DIRECTLY IN LINE WITH THE OLD END OF THE RUNWAY.  THE
 HZ2478'STATION IS 211.6 FEET SOUTHWEST OF THE FIRST RUNWAY LIGHT WHICH IS
 HZ2478'NORTHEAST OF THE OLD RUNWAY END, 123.6 FEET NORTHEAST OF THE
 HZ2478'FIRST RUNWAY LIGHT WHICH IS SOUTHWEST OF THE OLD RUNWAY END AND
 HZ2478'75.0 FEET NORTHWEST OF THE OLD RUNWAY CORNER.  THE MARK IS NOW
 HZ2478'ABOUT 14 INCHES UNDERGROUND BUT IS OTHERWISE IN GOOD CONDITION.
 HZ2478
 HZ2478                          STATION RECOVERY (1976)
 HZ2478
 HZ2478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TGR)
 HZ2478'RECOVERED IN GOOD CONDITION.
 HZ2478'NEW DESCRIPTION--STATION IS 75.7 FT. NW OF EDGE OF RWY 4-22.
 HZ2478'123.8 FT. N OF RWY LIGHT.  55.9 FT. SW OF EDGE OF ROAD TO GLIDE
 HZ2478'SLOPE ANTENNA.  269.3 FT. S OF PIPE IN CENTER OF NORTHERN MOST
 HZ2478'TRANSMISSOMETER.  STATION IS NOW 1 FT. BELOW GROUND.
 HZ2478'
 HZ2478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AIRPORT.
 HZ2478
 HZ2478                          STATION RECOVERY (1988)
 HZ2478
 HZ2478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HZ2478'STATION IS LOCATED AT THE BLUE GRASS AIRPORT ABOUT 1000 FT (304.8 M)
 HZ2478'NE OF END RWY 4.  IT IS 75.7 FT (23.1 M) NW OF THE NW EDGE OF RWY
 HZ2478'4-22, 98.8 FT (30.1 M) NORTH OF RWY LIGHT 30, THE 5TH LIGHT NE OF END
 HZ2478'RWY 4, 269.3 FT (82.1 M) SOUTH OF PIPE IN THE CENTER OF THE
 HZ2478'NORTHERNMOST TRANSMISSOMETER, 140.8 FT (42.9 M) SW OF A LIGHTED
 HZ2478'WINDSOCK.  THE STATION IS STANDARD TOPOGRAPHIC DISK SET ABOUT ONE FOOT
 HZ2478'BELOW THE GROUND IN CONCRETE MONUMENT STAMPED, AP 1961 STA B.
 HZ2478
 HZ2478                          STATION RECOVERY (1994)
 HZ2478
 HZ2478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 HZ2478'THE STATION IS LOCATED AT BLUEGRASS FIELD AIRPORT.  APPROXIMATELY 5 MI
 HZ2478'(8.0 KM) WEST OF LEXINGTON.  APPROXIMATELY 4,700 FT SOUTHWEST OF THE
 HZ2478'AIRPORT CONTROL TOWER.  OWNERSHIP--LEXINGTON FAYETTE URBAN COUNTY
 HZ2478'AIRPORT BOARD, 4000 VERSAILLES ROAD, LEXINGTON, KY 40511.  CONTACT
 HZ2478'JEFFREY N. ASH, ENGINEERING TECHNICIAN, PHONE--606-254-9336.  ESCORT
 HZ2478'REQUIRED.
 HZ2478'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 60 AND STATE
 HZ2478'HIGHWAY 4 (CIRCLE DRIVE) LOCATED ON THE WEST SIDE OF LEXINGTON, GO
 HZ2478'WEST ON U.S. HIGHWAY 60 FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF MAN OF
 HZ2478'WAR BOULEVARD ON LEFT, TURN LEFT AND GO SOUTH ON MAN OF WAR BOULEVARD
 HZ2478'FOR 0.25 MI (0.40 KM) TO AVIATION DRIVE, TURN RIGHT AND GO WEST ON
 HZ2478'AVIATION DRIVE TO A PAVED ROAD, TURN RIGHT AND GO NORTH ON PAVED ROAD
 HZ2478'FOR 0.25 MI (0.40 KM) TO A GATE ON THE LEFT, TURN LEFT, PASS THROUGH
 HZ2478'GATE AND GO WESTERLY ON ACCESS ROAD FOR 0.4 MI (0.6 KM) TO TAXIWAY G,
 HZ2478'TURN RIGHT AND GO WESTERLY ON TAXIWAY G THEN TAXIWAY F FOR 0.4 MI
 HZ2478'(0.6 KM) TO THE JUNCTION OF TAXIWAY H, TURN LEFT AND GO SOUTHEAST ON
 HZ2478'TAXIWAY H FOR 0.2 MI (0.3 KM) TO ACCESS ROAD RIGHT, TURN RIGHT AND GO
 HZ2478'SOUTHWESTERLY ON ACCESS ROAD FOR 0.95 MI (1.53 KM) TO A T-JUNCTION,
 HZ2478'TURN LEFT EAST ON ACCESS ROAD FOR 0.05 MI (0.08 KM) TO ACCESS ROAD
 HZ2478'LEFT, TURN LEFT AND GO EASTERLY ON ACCESS ROAD FOR 0.10 MI (0.16 KM)
 HZ2478'TO THE INTERSECTION OF RUNWAY 4/22, TURN LEFT AND GO NORTHEAST ON
 HZ2478'RUNWAY FOR 0.2 MI (0.3 KM) TO A PAVED ROAD LEADING TO GLIDE SLOPE
 HZ2478'ANTENNA, TURN LEFT ON GLIDE SLOPE ANTENNA ACCESS ROAD AND GO
 HZ2478'NORTHWEST FOR 100 FT (30.5 M) TO THE STATION ON THE LEFT.  NOTE--DO
 HZ2478'NOT GO PAST AREA RESTRICTED SIGN.
 HZ2478'THE STATION IS RECESSED 20 CM BELOW THE LEVEL OF THE GROUND. LOCATED
 HZ2478'1000 FT (304.8 M) NORTHEAST OF THE SOUTHWEST END OF RUNWAY 4/22 AND
 HZ2478'DIRECTLY IN LINE WITH THE OLD END OF THE RUNWAY, 211.6 FT (64.5 M)
 HZ2478'SOUTHWEST OF THE FIRST RUNWAY LIGHT WHICH IS NORTHEAST OF THE OLD
 HZ2478'RUNWAY END, 123.6 FT (37.7 M) NORTHEAST OF THE FIRST RUNWAY LIGHT
 HZ2478'WHICH IS SOUTHWEST OF THE OLD RUNWAY END, 75.7 FT (23.1 M) NORTHWEST
 HZ2478'OF THE NORTHWEST EDGE OF THE RUNWAY AND 55.9 FT (17.0 M) SOUTHWEST OF
 HZ2478'THE SOUTHWEST EDGE OF ROAD LEADING TO GLIDE SLOPE ANTENNA.
 HZ2478
 HZ2478                          STATION RECOVERY (1995)
 HZ2478
 HZ2478'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HZ2478'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED, ESCORT REQUIRED
 HZ2478'CONTACT JEFF ASH WITH THE AIRPORT AUTHORITY TELEPHONE NUMBER
 HZ2478'606-254-9336.  THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
 HZ2478
 HZ2478                          STATION RECOVERY (1996)
 HZ2478
 HZ2478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HZ2478'RECOVERED AS DESCRIBED BY NGS IN 1994.  THIS IS A SECONDARY AIRPORT
 HZ2478'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2663 ***********************************************************************
 HZ2663  CBN         -  This is a Cooperative Base Network Control Station.
 HZ2663  PACS        -  This is a Primary Airport Control Station.
 HZ2663  DESIGNATION -  FAA LOU ARP
 HZ2663  PID         -  HZ2663
 HZ2663  STATE/COUNTY-  KY/JEFFERSON
 HZ2663  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2663
 HZ2663                         *CURRENT SURVEY CONTROL
 HZ2663  ___________________________________________________________________
 HZ2663* NAD 83(1993)-  38 13 40.38461(N)    085 39 47.17424(W)     ADJUSTED  
 HZ2663* NAVD 88     -       166.22   (meters)     545.3    (feet)  GPS OBS   
 HZ2663  ___________________________________________________________________
 HZ2663  X           -     379,383.861 (meters)                     COMP
 HZ2663  Y           -  -5,002,555.768 (meters)                     COMP
 HZ2663  Z           -   3,925,427.790 (meters)                     COMP
 HZ2663  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 HZ2663  ELLIP HEIGHT-         132.85  (meters)          (09/07/94) GPS OBS
 HZ2663  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2663
 HZ2663  HORZ ORDER  -  B
 HZ2663  ELLP ORDER  -  FOURTH    CLASS I
 HZ2663
 HZ2663.This mark is at Louisville (BOWMAN) Airport (LOU)
 HZ2663
 HZ2663.The horizontal coordinates were established by GPS observations
 HZ2663.and adjusted by the National Geodetic Survey in September 1994..
 HZ2663
 HZ2663.The orthometric height was determined by GPS observations and a
 HZ2663.high-resolution geoid model.
 HZ2663
 HZ2663.GPS derived orthometric heights for airport stations designated as
 HZ2663.PACS or SACS are published to 2 decimal places.  This maintains
 HZ2663.centimeter relative accuracy between the PACS and SACS.  It does
 HZ2663.not indicate centimeter accuracy relative to other marks which are
 HZ2663.part of the NAVD 88 network.
 HZ2663
 HZ2663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2663
 HZ2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2663
 HZ2663.The ellipsoidal height was determined by GPS observations
 HZ2663.and is referenced to NAD 83.
 HZ2663
 HZ2663.The geoid height was determined by GEOID03.
 HZ2663
 HZ2663;                    North         East     Units Scale Factor Converg.
 HZ2663;SPC KY1Z     - 1,210,267.172 1,507,608.033   MT  0.99992370   +0 03 12.1
 HZ2663;SPC KY1Z     - 3,970,684.88  4,946,210.69   sFT  0.99992370   +0 03 12.1
 HZ2663;SPC KY N     -    81,741.790   376,277.134   MT  0.99997076   -0 52 44.6
 HZ2663;SPC KY N     -   268,181.19  1,234,502.56   sFT  0.99997076   -0 52 44.6
 HZ2663;SPC IN E     -   330,788.070   100,311.940   MT  0.99996667   +0 00 07.9
 HZ2663;SPC IN E     - 1,085,260.53    329,106.76   sFT  0.99996667   +0 00 07.9
 HZ2663;UTM  16      - 4,231,944.618   617,014.265   MT  0.99976863   +0 49 38.5
 HZ2663
 HZ2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2663!SPC KY1Z     -   0.99997915  x   0.99992370  =   0.99990286
 HZ2663!SPC KY N     -   0.99997915  x   0.99997076  =   0.99994992
 HZ2663!SPC IN E     -   0.99997915  x   0.99996667  =   0.99994583
 HZ2663!UTM  16      -   0.99997915  x   0.99976863  =   0.99974779
 HZ2663
 HZ2663:                Primary Azimuth Mark                     Grid Az
 HZ2663:SPC KY1Z     -  FAA LOU STA A AP                         154 24 56.9
 HZ2663:SPC KY N     -  FAA LOU STA A AP                         155 20 53.6
 HZ2663:SPC IN E     -  FAA LOU STA A AP                         154 28 01.1
 HZ2663:UTM  16      -  FAA LOU STA A AP                         153 38 30.5
 HZ2663
 HZ2663|---------------------------------------------------------------------|
 HZ2663| PID    Reference Object                     Distance      Geod. Az  |
 HZ2663|                                                           dddmmss.s |
 HZ2663| HZ2670 FAA LOU STA A AP                    APPROX. 0.5 KM 1542809.0 |
 HZ2663| HZ1863 BOWMAN RESET                        APPROX. 0.6 KM 2033832.3 |
 HZ2663| HZ2671 FAA LOU STA B AP                    APPROX. 0.6 KM 3141904.8 |
 HZ2663|---------------------------------------------------------------------|
 HZ2663
 HZ2663                          SUPERSEDED SURVEY CONTROL
 HZ2663
 HZ2663.No superseded survey control is available for this station.
 HZ2663
 HZ2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1701431945(NAD 83)
 HZ2663_MARKER: DT = TOPOGRAPHIC STATION DISK
 HZ2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2663_SP_SET: CONCRETE POST
 HZ2663_STAMPING: ARP 1967
 HZ2663_MARK LOGO: CGS   
 HZ2663_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2663+STABILITY: SURFACE MOTION
 HZ2663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2663+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1997
 HZ2663
 HZ2663  HISTORY     - Date     Condition        Report By
 HZ2663  HISTORY     - 1967     MONUMENTED       CGS
 HZ2663  HISTORY     - 19940202 GOOD             NGS
 HZ2663  HISTORY     - 19960829 GOOD             NGS
 HZ2663  HISTORY     - 19970828 GOOD             NGS
 HZ2663
 HZ2663                          STATION DESCRIPTION
 HZ2663
 HZ2663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 HZ2663'THE STATION IS LOCATED IN THE EAST PART OF LOUISVILLE KENTUCKY, AT
 HZ2663'BOWMAN FIELD, SOUTHWEST OF THE INTERSECTION OF RUNWAYS 1-119 AND
 HZ2663'6-24.  OWNERSHIP--REGIONAL AIRPORT AUTHORITY, P.O. BOX 9129,
 HZ2663'LOUISVILLE, KY 40209-0129.  PHONE--502-368-6524.  CONTACT PAUL ABLE,
 HZ2663'ENGINEERING SECTION EXT. 135 AT LEAST 1 DAY IN ADVANCE OF OBSERVATION
 HZ2663'TO ARRANGE FOR AN ESCORT.  SPECIFY THAT YOU WILL MEET ESCORT AT THE
 HZ2663'BOWMAN FIELD MAINTENANCE BUILDING, WHICH ALSO HOUSES AIRPORT
 HZ2663'SECURITY.
 HZ2663'TO REACH THE FIELD MAINTENANCE BUILDING AT BOWMAN FIELD FROM THE
 HZ2663'JUNCTION OF INTERSTATE HIGHWAY 264 AND STATE HIGHWAY 55 (TAYLORSVILLE
 HZ2663'ROAD) EXIT 17, GO NORTHWEST ON TAYLORSVILLE ROAD FOR 0.64 KM
 HZ2663'(0.40 MI) TO A CROSS STREET (BETTY LANE LEFT AND DUTCHMANS LANE
 HZ2663'RIGHT) TURN RIGHT NORTHEAST ON DUTCHMANS LANE AND GO 0.4 KM
 HZ2663'(0.25 MI) TO A CROSS STREET (GAST BOULEVARD LEFT AND CANNONS LANE
 HZ2663'RIGHT) TURN LEFT NORTH AND GO 0.16 KM (0.10 MI) ON GAST BOULEVARD TO
 HZ2663'A PAVED ROAD LEFT, TURN LEFT WEST ON ROGER E. SCHUPP STREET AND GO
 HZ2663'0.24 KM (0.15 MI) TO THE MAINTENANCE BUILDING INSIDE A CHAIN LINK
 HZ2663'FENCE ON THE RIGHT.  TO REACH THE STATION FROM THE FIELD MAINTENANCE
 HZ2663'BUILDING, CONTINUE WEST ON ROGER E. SCHUPP STREET FOR 0.08 KM
 HZ2663'(0.05 MI) TO WHERE IT TURNS SHARP RIGHT, TURN RIGHT NORTHWEST AND
 HZ2663'CONTINUE ON ROGER E. SCHUPP STREET FOR 0.24 KM (0.15 MI) TO A STOP
 HZ2663'SIGN AT A PAVED RAMP LEADING FROM A LARGE APRON AREA (KNOWN AS THE
 HZ2663'EAST RAMP) TO SEVERAL HANGERS, TURN LEFT SOUTHWEST AND GO 0.08 KM
 HZ2663'(0.05 MI) ALONG THE PAVED RAMP TO THE MAIN TAXIWAY THROUGH THE APRON
 HZ2663'AREA, TURN RIGHT AND GO NORTHWEST THEN NORTH FOR 0.24 KM (0.15 MI) ON
 HZ2663'THE TAXIWAY TO THE CONTROL TOWER ON THE RIGHT AND A TAXIWAY (KNOWN AS
 HZ2663'TAXIWAY H) ON THE LEFT LEADING TO RUNWAY 01-19, TURN LEFT, WEST, AND
 HZ2663'GO 0.16 KM (0.10 MI) ON TAXIWAY H CROSSING RUNWAY 01-19 TO THE
 HZ2663'STATION ON THE RIGHT, WHICH IS SOUTHWEST OF THE INTERSECTION OF
 HZ2663'RUNWAYS 01-19 AND 06-24.
 HZ2663'THE STATION IS RECESSED 2 CM BELOW THE GROUND.  LOCATED 32.4 M
 HZ2663'(106.3 FT) NORTHEAST OF THE SECOND TAXIWAY LIGHT SOUTHWEST OF THE
 HZ2663'INTERSECTION OF RUNWAY 01-19 AND TAXIWAY H, 30.5 M (100.1 FT) WEST OF
 HZ2663'THE WEST EDGE OF RUNWAY 01-19, 30.5 M (100.1 FT) SOUTHEAST OF THE
 HZ2663'SOUTHEAST EDGE OF RUNWAY 06-24, 29.0 M (95.1 FT) WEST-NORTHWEST OF A
 HZ2663'RUNWAY LIGHT FOR RUNWAY 01-19, 23.0 M (75.5 FT) NORTHWEST OF THE
 HZ2663'NORTHWEST EDGE OF TAXIWAY H AND 22.9 M (75.1 FT) NORTH-NORTHWEST OF
 HZ2663'THE FIRST TAXIWAY LIGHT WEST OF THE INTERSECTION OF RUNWAY 01-19 AND
 HZ2663'TAXIWAY H.
 HZ2663
 HZ2663                          STATION RECOVERY (1996)
 HZ2663
 HZ2663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HZ2663'RECOVERED AS DESCRIBED IN 1994 BY NGS.  THIS IS THE PRIMARY AIRPORT
 HZ2663'CONTROL STATION.
 HZ2663
 HZ2663                          STATION RECOVERY (1997)
 HZ2663
 HZ2663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HZ2663'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2670 ***********************************************************************
 HZ2670  SACS        -  This is a Secondary Airport Control Station.
 HZ2670  DESIGNATION -  FAA LOU STA A AP
 HZ2670  PID         -  HZ2670
 HZ2670  STATE/COUNTY-  KY/JEFFERSON
 HZ2670  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2670
 HZ2670                         *CURRENT SURVEY CONTROL
 HZ2670  ___________________________________________________________________
 HZ2670* NAD 83(1993)-  38 13 25.57686(N)    085 39 38.20864(W)     ADJUSTED  
 HZ2670* NAVD 88     -       158.23   (meters)     519.1    (feet)  GPS OBS   
 HZ2670  ___________________________________________________________________
 HZ2670  X           -     379,622.206 (meters)                     COMP
 HZ2670  Y           -  -5,002,814.729 (meters)                     COMP
 HZ2670  Z           -   3,925,064.170 (meters)                     COMP
 HZ2670  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 HZ2670  ELLIP HEIGHT-         124.87  (meters)          (09/11/97) GPS OBS
 HZ2670  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2670
 HZ2670  HORZ ORDER  -  FIRST
 HZ2670  ELLP ORDER  -  FIFTH     CLASS I
 HZ2670
 HZ2670.This mark is at Louisville (BOWMAN) Airport (LOU)
 HZ2670
 HZ2670.The horizontal coordinates were established by GPS observations
 HZ2670.and adjusted by the National Geodetic Survey in September 1994..
 HZ2670.No horizontal observational check was made to the station.
 HZ2670
 HZ2670.The orthometric height was determined by GPS observations and a
 HZ2670.high-resolution geoid model.
 HZ2670
 HZ2670.GPS derived orthometric heights for airport stations designated as
 HZ2670.PACS or SACS are published to 2 decimal places.  This maintains
 HZ2670.centimeter relative accuracy between the PACS and SACS.  It does
 HZ2670.not indicate centimeter accuracy relative to other marks which are
 HZ2670.part of the NAVD 88 network.
 HZ2670
 HZ2670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2670
 HZ2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2670
 HZ2670.The ellipsoidal height was determined by GPS observations
 HZ2670.and is referenced to NAD 83.
 HZ2670
 HZ2670.The geoid height was determined by GEOID03.
 HZ2670
 HZ2670;                    North         East     Units Scale Factor Converg.
 HZ2670;SPC KY1Z     - 1,209,810.838 1,507,826.517   MT  0.99992327   +0 03 17.6
 HZ2670;SPC KY1Z     - 3,969,187.72  4,946,927.50   sFT  0.99992327   +0 03 17.6
 HZ2670;SPC KY N     -    81,281.939   376,488.173   MT  0.99997106   -0 52 39.0
 HZ2670;SPC KY N     -   266,672.49  1,235,194.95   sFT  0.99997106   -0 52 39.0
 HZ2670;SPC IN E     -   330,331.522   100,530.026   MT  0.99996667   +0 00 13.5
 HZ2670;SPC IN E     - 1,083,762.67    329,822.26   sFT  0.99996667   +0 00 13.5
 HZ2670;UTM  16      - 4,231,491.347   617,238.858   MT  0.99976928   +0 49 43.7
 HZ2670
 HZ2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2670!SPC KY1Z     -   0.99998041  x   0.99992327  =   0.99990368
 HZ2670!SPC KY N     -   0.99998041  x   0.99997106  =   0.99995147
 HZ2670!SPC IN E     -   0.99998041  x   0.99996667  =   0.99994708
 HZ2670!UTM  16      -   0.99998041  x   0.99976928  =   0.99974969
 HZ2670
 HZ2670:                Primary Azimuth Mark                     Grid Az
 HZ2670:SPC KY1Z     -  FAA LOU ARP                              334 24 57.0
 HZ2670:SPC KY N     -  FAA LOU ARP                              335 20 53.6
 HZ2670:SPC IN E     -  FAA LOU ARP                              334 28 01.1
 HZ2670:UTM  16      -  FAA LOU ARP                              333 38 30.9
 HZ2670
 HZ2670|---------------------------------------------------------------------|
 HZ2670| PID    Reference Object                     Distance      Geod. Az  |
 HZ2670|                                                           dddmmss.s |
 HZ2670| HZ2663 FAA LOU ARP                         APPROX. 0.5 KM 3342814.6 |
 HZ2670|---------------------------------------------------------------------|
 HZ2670
 HZ2670                          SUPERSEDED SURVEY CONTROL
 HZ2670
 HZ2670.No superseded survey control is available for this station.
 HZ2670
 HZ2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1723931491(NAD 83)
 HZ2670_MARKER: DT = TOPOGRAPHIC STATION DISK
 HZ2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2670_SP_SET: CONCRETE POST
 HZ2670_STAMPING: AP 1967 STA A
 HZ2670_MARK LOGO: CGS   
 HZ2670_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2670+STABILITY: SURFACE MOTION
 HZ2670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2670+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1996
 HZ2670
 HZ2670  HISTORY     - Date     Condition        Report By
 HZ2670  HISTORY     - 1967     MONUMENTED       CGS
 HZ2670  HISTORY     - 19940202 GOOD             NGS
 HZ2670  HISTORY     - 19960903 GOOD             NGS
 HZ2670
 HZ2670                          STATION DESCRIPTION
 HZ2670
 HZ2670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 HZ2670'THE STATION IS LOCATED IN THE EAST PART OF LOUISVILLE KENTUCKY, AT
 HZ2670'BOWMAN FIELD, SOUTHWEST OF THE INTERSECTION OF RUNWAYS 1-19 AND 6-24.
 HZ2670'OWNERSHIP--REGIONAL AIRPORT AUTHORITY, P.O. BOX 9129, LOUISVILLE, KY
 HZ2670'40209-0129.  PHONE--502-368-6524.  CONTACT PAUL ABLE, ENGINEERING
 HZ2670'SECTION EXT. 135 AT LEAST 1 DAY IN ADVANCE OF OBSERVATION TO ARRANGE
 HZ2670'FOR AN ESCORT.  SPECIFY THAT YOU WILL MEET ESCORT AT THE BOWMAN FIELD
 HZ2670'MAINTENANCE BUILDING, WHICH ALSO HOUSES AIRPORT SECURITY.
 HZ2670'TO REACH THE FIELD MAINTENANCE BUILDING AT BOWMAN FIELD FROM THE
 HZ2670'JUNCTION OF INTERSTATE HIGHWAY 264 AND STATE HIGHWAY 55 (TAYLORSVILLE
 HZ2670'ROAD) EXIT 17, GO NORTHWEST ON TAYLORSVILLE ROAD FOR 0.64 KM
 HZ2670'(0.40 MI) TO A CROSS STREET (BETTY LANE LEFT AND DUTCHMANS LANE
 HZ2670'RIGHT) TURN RIGHT NORTHEAST ON DUTCHMANS LANE AND GO 0.4 KM
 HZ2670'(0.25 MI) TO A CROSS STREET (GAST BOULEVARD LEFT AND CANNONS LANE
 HZ2670'RIGHT) TURN LEFT NORTH AND GO 0.16 KM (0.10 MI) ON GAST BOULEVARD TO
 HZ2670'A PAVED ROAD LEFT, TURN LEFT WEST ON ROGER E. SCHUPP STREET AND GO
 HZ2670'0.24 KM (0.15 MI) TO THE MAINTENANCE BUILDING AND A GATE ON THE
 HZ2670'RIGHT.  TO REACH THE STATION FROM THE FIELD MAINTENANCE BUILDING,
 HZ2670'CONTINUE THROUGH GATE AND GO 0.1 MI (0.2 KM) TO THE TAXIWAY, TURN
 HZ2670'LEFT AND GO 0.05 MI (0.08 KM) SOUTHEAST TO THE STATION ON THE LEFT.
 HZ2670'THE STATION IS RECESSED 2 CM BELOW THE LEVEL OF THE GROUND.  LOCATED
 HZ2670'175 FT (53.3 M) NORTHEAST OF THE SOUTHEAST END OF RUNWAY 14/32, 79 FT
 HZ2670'(24.1 M) SOUTHWEST OF THE SECOND TAXIWAY LIGHT NORTHEAST OF RUNWAY
 HZ2670'32, 77.2 FT (23.5 M) EAST OF THE LAST TAXIWAY LIGHT TO RUNWAY 14/32
 HZ2670'AND 77 FT (23.5 M) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY.
 HZ2670
 HZ2670                          STATION RECOVERY (1996)
 HZ2670
 HZ2670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HZ2670'RECOVERED AS DESCRIBED BY NGS IN 1994.  THIS IS A SECONDARY AIRPORT
 HZ2670'CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2671 ***********************************************************************
 HZ2671  SACS        -  This is a Secondary Airport Control Station.
 HZ2671  DESIGNATION -  FAA LOU STA B AP
 HZ2671  PID         -  HZ2671
 HZ2671  STATE/COUNTY-  KY/JEFFERSON
 HZ2671  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2671
 HZ2671                         *CURRENT SURVEY CONTROL
 HZ2671  ___________________________________________________________________
 HZ2671* NAD 83(1993)-  38 13 53.80224(N)    085 40 04.59512(W)     ADJUSTED  
 HZ2671* NAVD 88     -       163.71   (meters)     537.1    (feet)  GPS OBS   
 HZ2671  ___________________________________________________________________
 HZ2671  X           -     378,941.862 (meters)                     COMP
 HZ2671  Y           -  -5,002,330.548 (meters)                     COMP
 HZ2671  Z           -   3,925,751.237 (meters)                     COMP
 HZ2671  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HZ2671  ELLIP HEIGHT-         130.35  (meters)          (09/11/97) GPS OBS
 HZ2671  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2671
 HZ2671  HORZ ORDER  -  FIRST
 HZ2671  ELLP ORDER  -  FIFTH     CLASS I
 HZ2671
 HZ2671.This mark is at Louisville (BOWMAN) Airport (LOU)
 HZ2671
 HZ2671.The horizontal coordinates were established by GPS observations
 HZ2671.and adjusted by the National Geodetic Survey in September 1994..
 HZ2671.No horizontal observational check was made to the station.
 HZ2671
 HZ2671.The orthometric height was determined by GPS observations and a
 HZ2671.high-resolution geoid model.
 HZ2671
 HZ2671.GPS derived orthometric heights for airport stations designated as
 HZ2671.PACS or SACS are published to 2 decimal places.  This maintains
 HZ2671.centimeter relative accuracy between the PACS and SACS.  It does
 HZ2671.not indicate centimeter accuracy relative to other marks which are
 HZ2671.part of the NAVD 88 network.
 HZ2671
 HZ2671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2671
 HZ2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2671
 HZ2671.The ellipsoidal height was determined by GPS observations
 HZ2671.and is referenced to NAD 83.
 HZ2671
 HZ2671.The geoid height was determined by GEOID03.
 HZ2671
 HZ2671;                    North         East     Units Scale Factor Converg.
 HZ2671;SPC KY1Z     - 1,210,680.470 1,507,183.988   MT  0.99992410   +0 03 01.4
 HZ2671;SPC KY1Z     - 3,972,040.84  4,944,819.47   sFT  0.99992410   +0 03 01.4
 HZ2671;SPC KY N     -    82,161.954   375,859.851   MT  0.99997049   -0 52 55.4
 HZ2671;SPC KY N     -   269,559.68  1,233,133.53   sFT  0.99997049   -0 52 55.4
 HZ2671;SPC IN E     -   331,201.765    99,888.246   MT  0.99996667   -0 00 02.8
 HZ2671;SPC IN E     - 1,086,617.79    327,716.69   sFT  0.99996667   -0 00 02.8
 HZ2671;UTM  16      - 4,232,352.087   616,584.742   MT  0.99976739   +0 49 27.9
 HZ2671
 HZ2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2671!SPC KY1Z     -   0.99997955  x   0.99992410  =   0.99990365
 HZ2671!SPC KY N     -   0.99997955  x   0.99997049  =   0.99995004
 HZ2671!SPC IN E     -   0.99997955  x   0.99996667  =   0.99994622
 HZ2671!UTM  16      -   0.99997955  x   0.99976739  =   0.99974694
 HZ2671
 HZ2671:                Primary Azimuth Mark                     Grid Az
 HZ2671:SPC KY1Z     -  FAA LOU ARP                              134 15 52.6
 HZ2671:SPC KY N     -  FAA LOU ARP                              135 11 49.4
 HZ2671:SPC IN E     -  FAA LOU ARP                              134 18 56.8
 HZ2671:UTM  16      -  FAA LOU ARP                              133 29 26.1
 HZ2671
 HZ2671|---------------------------------------------------------------------|
 HZ2671| PID    Reference Object                     Distance      Geod. Az  |
 HZ2671|                                                           dddmmss.s |
 HZ2671| HZ2663 FAA LOU ARP                         APPROX. 0.6 KM 1341854.0 |
 HZ2671|---------------------------------------------------------------------|
 HZ2671
 HZ2671                          SUPERSEDED SURVEY CONTROL
 HZ2671
 HZ2671.No superseded survey control is available for this station.
 HZ2671
 HZ2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1658532352(NAD 83)
 HZ2671_MARKER: DT = TOPOGRAPHIC STATION DISK
 HZ2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2671_SP_SET: CONCRETE POST
 HZ2671_STAMPING: AP 1967 STA B
 HZ2671_MARK LOGO: CGS   
 HZ2671_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2671+STABILITY: SURFACE MOTION
 HZ2671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2671+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1996
 HZ2671
 HZ2671  HISTORY     - Date     Condition        Report By
 HZ2671  HISTORY     - 1967     MONUMENTED       CGS
 HZ2671  HISTORY     - 19940202 GOOD             NGS
 HZ2671  HISTORY     - 19960903 GOOD             NGS
 HZ2671
 HZ2671                          STATION DESCRIPTION
 HZ2671
 HZ2671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 HZ2671'THE STATION IS LOCATED IN THE EAST PART OF LOUISVILLE KENTUCKY, AT
 HZ2671'BOWMAN FIELD, SOUTHWEST OF THE INTERSECTION OF RUNWAYS 1-19 AND 6-24.
 HZ2671'OWNERSHIP--REGIONAL AIRPORT AUTHORITY, P.O. BOX 9129, LOUISVILLE, KY
 HZ2671'40209-0129.  PHONE--502-368-6524.  CONTACT PAUL ABLE, ENGINEERING
 HZ2671'SECTION EXT. 135 AT LEAST 1 DAY IN ADVANCE OF OBSERVATION TO ARRANGE
 HZ2671'FOR AN ESCORT.  SPECIFY THAT YOU WILL MEET ESCORT AT THE BOWMAN FIELD
 HZ2671'MAINTENANCE BUILDING, WHICH ALSO HOUSES AIRPORT SECURITY.
 HZ2671'TO REACH THE FIELD MAINTENANCE BUILDING AT BOWMAN FIELD FROM THE
 HZ2671'JUNCTION OF INTERSTATE HIGHWAY 264 AND STATE HIGHWAY 55 (TAYLORSVILLE
 HZ2671'ROAD) EXIT 17, GO NORTHWEST ON TAYLORSVILLE ROAD FOR 0.64 KM
 HZ2671'(0.40 MI) TO A CROSS STREET (BETTY LANE LEFT AND DUTCHMANS LANE
 HZ2671'RIGHT) TURN RIGHT NORTHEAST ON DUTCHMANS LANE AND GO 0.4 KM
 HZ2671'(0.25 MI) TO A CROSS STREET (GAST BOULEVARD LEFT AND CANNONS LANE
 HZ2671'RIGHT) TURN LEFT NORTH AND GO 0.16 KM (0.10 MI) ON GAST BOULEVARD TO
 HZ2671'A PAVED ROAD LEFT, TURN LEFT WEST ON ROGER E. SCHUPP STREET AND GO
 HZ2671'0.24 KM (0.15 MI) TO THE MAINTENANCE BUILDING AND A GATE ON THE
 HZ2671'RIGHT.  TO REACH THE STATION FROM THE FIELD MAINTENANCE BUILDING,
 HZ2671'CONTINUE THROUGH GATE AND GO 0.1 MI (0.2 KM) TO THE TAXIWAY, TURN
 HZ2671'LEFT AND GO 0.25 MI (0.40 KM) TO THE RUNWAY, TURN RIGHT AND GO 0.7 MI
 HZ2671'(1.1 KM) TO THE NORTHWEST END OF RUNWAY 14/32 AND STATION ON THE
 HZ2671'RIGHT.
 HZ2671'THE STATION IS RECESSED 1 CM BELOW THE LEVEL OF THE GROUND.  LOCATED
 HZ2671'175.8 FT (53.6 M) NORTHEAST OF THE NORTHWEST END OF RUNWAY 14/32,
 HZ2671'106.5 FT (32.5 M) EAST OF THE EASTELY THRESHOLD LIGHT, 42.8 FT
 HZ2671'(13.0 M) NORTH OF THE CENTERLINE OF THE TAXIWAY AND 9.5 FT (2.9 M)
 HZ2671'NORTH-NORTHWEST OF A TAXIWAY LIGHT AT HOLDING BAR.
 HZ2671
 HZ2671                          STATION RECOVERY (1996)
 HZ2671
 HZ2671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HZ2671'RECOVERED AS DESCRIBED BY NGS IN 1994.  THIS IS A SECONDARY AIRPORT
 HZ2671'CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3117 ***********************************************************************
 GZ3117  CBN         -  This is a Cooperative Base Network Control Station.
 GZ3117  PACS        -  This is a Primary Airport Control Station.
 GZ3117  DESIGNATION -  FAA LOZ C
 GZ3117  PID         -  GZ3117
 GZ3117  STATE/COUNTY-  KY/LAUREL
 GZ3117  USGS QUAD   -  LILY (1970)
 GZ3117
 GZ3117                         *CURRENT SURVEY CONTROL
 GZ3117  ___________________________________________________________________
 GZ3117* NAD 83(1993)-  37 05 29.77393(N)    084 04 04.77800(W)     ADJUSTED  
 GZ3117* NAVD 88     -       358.56   (meters)    1176.4    (feet)  GPS OBS   
 GZ3117  ___________________________________________________________________
 GZ3117  X           -     526,469.083 (meters)                     COMP
 GZ3117  Y           -  -5,066,852.647 (meters)                     COMP
 GZ3117  Z           -   3,825,705.292 (meters)                     COMP
 GZ3117  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 GZ3117  ELLIP HEIGHT-         328.39  (meters)          (11/03/04) GPS OBS
 GZ3117  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ3117
 GZ3117  HORZ ORDER  -  B
 GZ3117  ELLP ORDER  -  THIRD     CLASS I
 GZ3117
 GZ3117.This mark is at London-Corbin Airport-Magee Field  (LOZ)
 GZ3117
 GZ3117.The horizontal coordinates were established by GPS observations
 GZ3117.and adjusted by the National Geodetic Survey in September 1994..
 GZ3117
 GZ3117.The orthometric height was determined by GPS observations and a
 GZ3117.high-resolution geoid model.
 GZ3117
 GZ3117.GPS derived orthometric heights for airport stations designated as
 GZ3117.PACS or SACS are published to 2 decimal places.  This maintains
 GZ3117.centimeter relative accuracy between the PACS and SACS.  It does
 GZ3117.not indicate centimeter accuracy relative to other marks which are
 GZ3117.part of the NAVD 88 network.
 GZ3117
 GZ3117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3117
 GZ3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3117
 GZ3117.The ellipsoidal height was determined by GPS observations
 GZ3117.and is referenced to NAD 83.
 GZ3117
 GZ3117.The geoid height was determined by GEOID03.
 GZ3117
 GZ3117;                    North         East     Units Scale Factor Converg.
 GZ3117;SPC KY1Z     - 1,085,504.388 1,649,529.989   MT  0.99999803   +1 01 57.7
 GZ3117;SPC KY1Z     - 3,561,358.98  5,411,832.97   sFT  0.99999803   +1 01 57.7
 GZ3117;SPC KY S     -   585,478.998   649,523.648   MT  0.99995431   +1 01 12.3
 GZ3117;SPC KY S     - 1,920,859.01  2,130,978.84   sFT  0.99995431   +1 01 12.3
 GZ3117;UTM  16      - 4,109,057.649   760,596.360   MT  1.00043666   +1 46 09.3
 GZ3117;UTM  17      - 4,109,439.766   227,313.959   MT  1.00051610   -1 51 05.1
 GZ3117
 GZ3117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3117!SPC KY1Z     -   0.99994847  x   0.99999803  =   0.99994650
 GZ3117!SPC KY S     -   0.99994847  x   0.99995431  =   0.99990278
 GZ3117!UTM  16      -   0.99994847  x   1.00043666  =   1.00038511
 GZ3117!UTM  17      -   0.99994847  x   1.00051610  =   1.00046454
 GZ3117
 GZ3117                          SUPERSEDED SURVEY CONTROL
 GZ3117
 GZ3117  ELLIP H (09/07/94)  328.37   (m)                       GP(       ) 4 1
 GZ3117
 GZ3117.Superseded values are not recommended for survey control.
 GZ3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3117.See file dsdata.txt to determine how the superseded data were derived.
 GZ3117
 GZ3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG6059609058(NAD 83)
 GZ3117_MARKER: I = METAL ROD
 GZ3117_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3117_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3117_STAMPING: LOZ C 1993
 GZ3117_MARK LOGO: NGS   
 GZ3117_PROJECTION: FLUSH
 GZ3117_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3117+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2001
 GZ3117_ROD/PIPE-DEPTH: 4.57 meters
 GZ3117_SLEEVE-DEPTH  : 1.0 meters
 GZ3117
 GZ3117  HISTORY     - Date     Condition        Report By
 GZ3117  HISTORY     - 1993     MONUMENTED       NGS
 GZ3117  HISTORY     - 19940110 GOOD
 GZ3117  HISTORY     - 19960820 GOOD             NGS
 GZ3117  HISTORY     - 20010912 GOOD             KYDT
 GZ3117
 GZ3117                          STATION DESCRIPTION
 GZ3117
 GZ3117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GZ3117'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTH OF CORBIN, 1 MI
 GZ3117'(1.6 KM) SOUTH OF LONDON AND AT THE LONDON/CORBIN AIRPORT (MAGEE
 GZ3117'FIELD).  CONTACT DAVE DEATON, PHONE--606-878-9100.
 GZ3117'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 GZ3117'HIGHWAY 192 SOUTH OF LONDON, GO SOUTH ON HIGHWAY 192 FOR 1.15 MI
 GZ3117'(1.85 KM) TO AIRPORT ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON
 GZ3117'AIRPORT ROAD FOR 0.55 MI (0.89 KM) TO A T-JUNCTION, TURN RIGHT AND GO
 GZ3117'NORTH  FOR 0.1 MI (0.2 KM) TO THE AIRPORT OFFICE AND A GATE. PASS
 GZ3117'THROUGH GATE AND GO 0.2 MI (0.3 KM) TO TAXIWAY, TURN RIGHT AND FOLLOW
 GZ3117'TAXIWAY FOR 0.30 MI (0.48 KM) TO THE STATION.
 GZ3117'THE STATION IS LOCATED 51.0 M (167.3 FT) SOUTHEAST FROM A METAL BOX
 GZ3117'WITH LIGHT, 19.8 M (65.0 FT) SOUTH FROM A WATER DRAIN WITH METAL
 GZ3117'GRATE, 18.9 M (62.0 FT) EAST-NORTHEAST FROM THE TAXIWAY CENTERLINE,
 GZ3117'15.0 M (49.2 FT) NORTH FROM THE THIRD TAXIWAY LIGHT WEST FROM THE
 GZ3117'NORTHEAST CORNER OF THE TAXIWAY AND 1.4 M (4.6 FT) SOUTHWEST FROM A
 GZ3117'CARSONITE WITNESS POST.
 GZ3117
 GZ3117                          STATION RECOVERY (1994)
 GZ3117
 GZ3117'RECOVERED 1994
 GZ3117'RECOVERED IN GOOD CONDITION.
 GZ3117
 GZ3117                          STATION RECOVERY (1996)
 GZ3117
 GZ3117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 GZ3117'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTH OF CORBIN, 1 MI
 GZ3117'(1.6 KM) SOUTH OF LONDON AND AT THE LONDON-CORBIN ARPT.-MAGEE FLD.
 GZ3117'CONTACT DAVE DEATON, PHONE-606-878-9100.  RUNWAY.  TO REACH FROM THE
 GZ3117'JUNCTION OF US HIGHWAY 25 AND STATE HIGHWAY 192 SOUTH OF LONDON, GO
 GZ3117'SOUTH ON HIGHWAY 25 FOR 1.15 MI (1.85 KM) TO AIRPORT ROAD ON THE
 GZ3117'RIGHT.  TURN RIGHT ON AIRPORT ROAD AND GO WEST FOR 0.55 MI (0.89 KM)
 GZ3117'TO A T-JUNCTION.  TURN RIGHT AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE
 GZ3117'AIRPORT OFFICE AND GATE.  PASS THROUGH GATE AND GO 0.2 MI (0.3 KM) TO
 GZ3117'TAXIWAY.  TURN RIGHT ON TAXIWAY FOR 0.30 MI (0.48 KM) TO END OF
 GZ3117'TAXIWAY AND THE STATION ON THE RIGHT.  IT IS 167.3 FT (51.0 M)
 GZ3117'SOUTHEAST OF A METAL BOX WITH LIGHT, 65.0 FT (19.8 M) SOUTH OF A
 GZ3117'CULVERT UNDER TAXIWAY, 62 FT (18.9 M) EAST NORTHEAST OF THE CENTERLINE
 GZ3117'OF THE TAXIWAY, 49.2 FT (15.0 M) NORTH OF THE FORTH TAXIWAY LIGHT FROM
 GZ3117'THE RUNWAY, AND 4.6 FT (1.4 M) SOUTHWEST OF A WITNESS POST.  THIS IS
 GZ3117'THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 GZ3117
 GZ3117                          STATION RECOVERY (2001)
 GZ3117
 GZ3117'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (FT)
 GZ3117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3123 ***********************************************************************
 GZ3123  SACS        -  This is a Secondary Airport Control Station.
 GZ3123  DESIGNATION -  FAA LOZ STA B 3 AP
 GZ3123  PID         -  GZ3123
 GZ3123  STATE/COUNTY-  KY/LAUREL
 GZ3123  USGS QUAD   -  LILY (1970)
 GZ3123
 GZ3123                         *CURRENT SURVEY CONTROL
 GZ3123  ___________________________________________________________________
 GZ3123* NAD 83(1993)-  37 04 54.69774(N)    084 05 04.35471(W)     ADJUSTED  
 GZ3123* NAVD 88     -       368.06   (meters)    1207.5    (feet)  GPS OBS   
 GZ3123  ___________________________________________________________________
 GZ3123  X           -     525,073.560 (meters)                     COMP
 GZ3123  Y           -  -5,067,660.688 (meters)                     COMP
 GZ3123  Z           -   3,824,848.410 (meters)                     COMP
 GZ3123  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 GZ3123  ELLIP HEIGHT-         337.93  (meters)          (09/11/97) GPS OBS
 GZ3123  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 GZ3123
 GZ3123  HORZ ORDER  -  FIRST
 GZ3123  ELLP ORDER  -  FOURTH    CLASS II
 GZ3123
 GZ3123.This mark is at London-Corbin Airport-Magee Field  (LOZ)
 GZ3123
 GZ3123.The horizontal coordinates were established by GPS observations
 GZ3123.and adjusted by the National Geodetic Survey in September 1994..
 GZ3123.No horizontal observational check was made to the station.
 GZ3123
 GZ3123.The orthometric height was determined by GPS observations and a
 GZ3123.high-resolution geoid model.
 GZ3123
 GZ3123.GPS derived orthometric heights for airport stations designated as
 GZ3123.PACS or SACS are published to 2 decimal places.  This maintains
 GZ3123.centimeter relative accuracy between the PACS and SACS.  It does
 GZ3123.not indicate centimeter accuracy relative to other marks which are
 GZ3123.part of the NAVD 88 network.
 GZ3123
 GZ3123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3123
 GZ3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3123
 GZ3123.The ellipsoidal height was determined by GPS observations
 GZ3123.and is referenced to NAD 83.
 GZ3123
 GZ3123.The geoid height was determined by GEOID03.
 GZ3123
 GZ3123;                    North         East     Units Scale Factor Converg.
 GZ3123;SPC KY1Z     - 1,084,396.860 1,648,078.232   MT  1.00000035   +1 01 21.1
 GZ3123;SPC KY1Z     - 3,557,725.36  5,407,070.00   sFT  1.00000035   +1 01 21.1
 GZ3123;SPC KY S     -   584,371.838   648,071.713   MT  0.99995504   +1 00 36.1
 GZ3123;SPC KY S     - 1,917,226.61  2,126,215.28   sFT  0.99995504   +1 00 36.1
 GZ3123;UTM  16      - 4,107,931.066   759,158.337   MT  1.00042746   +1 45 31.9
 GZ3123
 GZ3123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3123!SPC KY1Z     -   0.99994697  x   1.00000035  =   0.99994732
 GZ3123!SPC KY S     -   0.99994697  x   0.99995504  =   0.99990201
 GZ3123!UTM  16      -   0.99994697  x   1.00042746  =   1.00037441
 GZ3123
 GZ3123                          SUPERSEDED SURVEY CONTROL
 GZ3123
 GZ3123.No superseded survey control is available for this station.
 GZ3123
 GZ3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG5915807931(NAD 83)
 GZ3123_MARKER: DT = TOPOGRAPHIC STATION DISK
 GZ3123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ3123_SP_SET: CONCRETE POST
 GZ3123_STAMPING: AP 1970 STA B3 LOZ
 GZ3123_MARK LOGO: CGS   
 GZ3123_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ3123+STABILITY: SURFACE MOTION
 GZ3123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3123+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1996
 GZ3123
 GZ3123  HISTORY     - Date     Condition        Report By
 GZ3123  HISTORY     - 1970     MONUMENTED       CGS
 GZ3123  HISTORY     - 19821111 GOOD             NGS
 GZ3123  HISTORY     - 19940202 GOOD             NGS
 GZ3123  HISTORY     - 19960820 GOOD             NGS
 GZ3123
 GZ3123                          STATION DESCRIPTION
 GZ3123
 GZ3123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GZ3123'THE STATION IS LOCATED SOUTHEAST OF RUNWAY END 5.  IT IS 194.21 FEET
 GZ3123'(59.20 M) SOUTH OF THE FIRST RUNWAY LIGHT, 174.84 FEET (53.29 M)
 GZ3123'SOUTHEAST OF TBM-1-70 (A RAILROAD SPIKE WITH A CENTER PUNCH MARK IN
 GZ3123'THE CENTERLINE END OF RUNWAY 5), 100.25 FEET (30.56 M) SOUTHEAST OF
 GZ3123'THE SOUTHEAST EDGE OF THE MOST SOUTHEASTERLY OF FOUR THRESHOLD LIGHTS.
 GZ3123'THE STATION IS STANDARD TOPOGRAPHIC DISK, STAMPED AP 1970 STA B3 LOZ,
 GZ3123'SET IN THE TOP OF A ROUND CONCRETE POST, 8 INCHES IN DIAMETER, THAT
 GZ3123'PROJECTS 1 INCH ABOVE THE GROUND.
 GZ3123
 GZ3123                          STATION RECOVERY (1994)
 GZ3123
 GZ3123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GZ3123'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTH OF CORBIN, 1 MI
 GZ3123'(1.6 KM) SOUTH OF LONDON AND AT THE LONDON/CORBIN AIRPORT (MAGEE
 GZ3123'FIELD).  CONTACT DAVE DEATON, PHONE--606-878-9100.
 GZ3123'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 GZ3123'HIGHWAY 192 SOUTH OF LONDON, GO SOUTH ON HIGHWAY 192 FOR 1.15 MI
 GZ3123'(1.85 KM) TO AIRPORT ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON
 GZ3123'AIRPORT ROAD FOR 0.55 MI (0.89 KM) TO A T-JUNCTION, TURN RIGHT AND GO
 GZ3123'NORTH FOR 0.1 MI (0.2 KM) TO THE AIRPORT OFFICE AND A GATE. PASS
 GZ3123'THROUGH GATE AND GO 0.2 MI (0.3 KM) TO TAXIWAY, TURN LEFT AND GO
 GZ3123'SOUTHEAST FOR 0.65 MI (1.05 KM) TO THE STATION ON THE LEFT.
 GZ3123'THE STATION IS LOCATED SOUTHEAST FROM RUNWAY END NUMBER 5, 194.2 FT
 GZ3123'(59.2 M) SOUTH FROM THE FIRST RUNWAY LIGHT, 100.2 FT (30.5 M)
 GZ3123'SOUTHEAST FROM THE SOUTHEAST EDGE OF THE RUNWAY, 94.5 FT (28.8 M)
 GZ3123'SOUTHEAST FROM THE MOST SOUTHEASTERLY ONE OF FOUR THRESHOLD LIGHTS AND
 GZ3123'50.0 FT (15.2 M) EAST FROM A METAL BOX WITH LIGHT.
 GZ3123
 GZ3123                          STATION RECOVERY (1996)
 GZ3123
 GZ3123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 GZ3123'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTH OF CORBIN, 1 MI
 GZ3123'(1.6 KM) SOUTH OF LONDON AT THE LONDON-CORBIN ARPT.-MAGEE FLD. CONTACT
 GZ3123'DAVE DEATON PHONE-606-878-9100.  TO REACH FROM THE JUNCTION OF US
 GZ3123'HIGHWAY 25 AND STATE HIGHWAY 192 SOUTH OF LONDON, GO SOUTH ON HIGHWAY
 GZ3123'25 FOR 1.15 MI (1.85 KM) TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT ON
 GZ3123'AIRPORT ROAD AND GO WEST FOR 0.55 MI (0.89 KM) TO A T-JUNCTION.  TURN
 GZ3123'RIGHT FOR 0.1 MI (0.2 KM) TO THE AIRPORT OFFICE AND GATE.  PASS
 GZ3123'THROUGH GATE AND GO 0.2 MI (0.3 KM) TO TAXIWAY.  TURN LEFT ON TAXIWAY
 GZ3123'FOR 0.35 MI (0.56 KM) TO RUNWAY.  TURN LEFT SOUTHWEST ALONG RUNWAY FOR
 GZ3123'0.5 MI (0.8 KM) TO THE END OF RUNWAY AND STATION ON THE LEFT,
 GZ3123'SOUTHEAST OF RUNWAY END 5.  IT IS 194.21 FEET (59.20 M) SOUTH OF THE
 GZ3123'FIRST RUNWAY LIGHT, 100.25 FEET (30.56 M) SOUTHEAST OF THE SOUTHEAST
 GZ3123'EDGE OF THE RUNWAY, 94.5 FT (28.8 M) SOUTHEAST OF THE MOST
 GZ3123'SOUTHEASTERLY OF FOUR THRESHOLD LIGHTS, AND 50.0 FT (15.2 M) EAST OF A
 GZ3123'METAL BOX WITH LIGHT.  THE STATION IS STANDARD TOPOGRAPHIC DISK,
 GZ3123'STAMPED AP 1970 STA B3 LOZ, SET IN THE TOP OF A ROUND CONCRETE POST, 8
 GZ3123'INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  THIS IS A SECONDARY
 GZ3123'AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2449 ***********************************************************************
 HZ2449  DESIGNATION -  FAA MICROWAVE RELAY TOWER
 HZ2449  PID         -  HZ2449
 HZ2449  STATE/COUNTY-  KY/SCOTT
 HZ2449  USGS QUAD   -  DELAPLAIN (1993)
 HZ2449
 HZ2449                         *CURRENT SURVEY CONTROL
 HZ2449  ___________________________________________________________________
 HZ2449* NAD 83(1993)-  38 17 55.62619(N)    084 35 22.30735(W)     ADJUSTED  
 HZ2449* NAVD 88     -                                                        
 HZ2449  ___________________________________________________________________
 HZ2449  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 HZ2449  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ2449
 HZ2449  HORZ ORDER  -  THIRD
 HZ2449
 HZ2449.The horizontal coordinates were established by classical geodetic methods
 HZ2449.and adjusted by the National Geodetic Survey in December 1995..
 HZ2449
 HZ2449
 HZ2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2449
 HZ2449.The geoid height was determined by GEOID03.
 HZ2449
 HZ2449;                    North         East     Units Scale Factor Converg.
 HZ2449;SPC KY1Z     - 1,218,764.223 1,601,502.505   MT  0.99993205   +0 42 44.9
 HZ2449;SPC KY1Z     - 3,998,562.29  5,254,262.80   sFT  0.99993205   +0 42 44.9
 HZ2449;SPC KY N     -    88,717.223   470,300.727   MT  0.99996638   -0 12 40.4
 HZ2449;SPC KY N     -   291,066.42  1,542,978.30   sFT  0.99996638   -0 12 40.4
 HZ2449;UTM  16      - 4,241,715.594   710,785.867   MT  1.00014721   +1 29 40.1
 HZ2449
 HZ2449                          SUPERSEDED SURVEY CONTROL
 HZ2449
 HZ2449  NAD 83(1986)-  38 17 55.63230(N)    084 35 22.31594(W) AD(       ) 4
 HZ2449  NAD 27      -  38 17 55.36825(N)    084 35 22.52259(W) AD(       ) 3
 HZ2449
 HZ2449.Superseded values are not recommended for survey control.
 HZ2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2449.See file dsdata.txt to determine how the superseded data were derived.
 HZ2449
 HZ2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1078641716(NAD 83)
 HZ2449_MARKER: 45 = MICROWAVE TOWER
 HZ2449
 HZ2449  HISTORY     - Date     Condition        Report By
 HZ2449  HISTORY     - 1965     FIRST OBSERVED   CGS
 HZ2449
 HZ2449                          STATION DESCRIPTION
 HZ2449
 HZ2449'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EB)
 HZ2449'STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF GEORGETOWN ON TOP
 HZ2449'OF THE HIGHEST POINT IN AN OPEN PASTURE AND APPROXIMATELY 100 FEET
 HZ2449'SOUTHWEST OF BLACK TOP ROAD.  IT IS A THREE LEGGED STEEL STRUCTURE
 HZ2449'PAINTED ORANGE AND WHITE, APPROXIMATELY 150 FEET HIGH, WITH 2
 HZ2449'REFLECTORS AND A WARNING LIGHT ON TOP.  POINT OBSERVED WAS CENTER OF
 HZ2449'WARNING LIGHT ON TOP.
 HZ2449'
 HZ2449'TO REACH THE STATION FROM THE SCOTT COUNTY COURT HOUSE IN GEORGETOWN,
 HZ2449'GO NORTH ON U.S. HIGHWAY 25 FOR 4.8 MILES TO A PAVED ROAD LEFT, TURN
 HZ2449'LEFT AND GO NORTHWEST ON PAVED ROAD FOR 2.2 MILES TO STATION ON
 HZ2449'LEFT ON HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1776 ***********************************************************************
 HA1776  DESIGNATION -  FAA OWB STA A AP
 HA1776  PID         -  HA1776
 HA1776  STATE/COUNTY-  KY/DAVIESS
 HA1776  USGS QUAD   -  PANTHER (1982)
 HA1776
 HA1776                         *CURRENT SURVEY CONTROL
 HA1776  ___________________________________________________________________
 HA1776* NAD 83(1993)-  37 44 56.07503(N)    087 10 04.57279(W)     ADJUSTED  
 HA1776* NAVD 88     -       124.     (meters)     407.     (feet)  GPS OBS   
 HA1776  ___________________________________________________________________
 HA1776  X           -     249,494.811 (meters)                     COMP
 HA1776  Y           -  -5,043,445.477 (meters)                     COMP
 HA1776  Z           -   3,883,501.856 (meters)                     COMP
 HA1776  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 HA1776  ELLIP HEIGHT-          92.96  (meters)          (09/11/97) GPS OBS
 HA1776  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HA1776
 HA1776  HORZ ORDER  -  FIRST
 HA1776  ELLP ORDER  -  FOURTH    CLASS I
 HA1776
 HA1776.This mark is at Owensboro-Daviess County Airport (OWB)
 HA1776
 HA1776.The horizontal coordinates were established by GPS observations
 HA1776.and adjusted by the National Geodetic Survey in September 1994..
 HA1776.No horizontal observational check was made to the station.
 HA1776
 HA1776.The orthometric height was determined by GPS observations and a
 HA1776.high-resolution geoid model.
 HA1776.No vertical observational check was made to the station.
 HA1776
 HA1776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1776
 HA1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1776
 HA1776.The ellipsoidal height was determined by GPS observations
 HA1776.and is referenced to NAD 83.
 HA1776
 HA1776.The geoid height was determined by GEOID03.
 HA1776
 HA1776;                    North         East     Units Scale Factor Converg.
 HA1776;SPC KY1Z     - 1,158,053.262 1,375,052.059   MT  0.99990741   -0 52 14.0
 HA1776;SPC KY1Z     - 3,799,379.74  4,511,316.63   sFT  0.99990741   -0 52 14.0
 HA1776;SPC KY S     -   658,033.594   375,043.928   MT  0.99997154   -0 51 35.7
 HA1776;SPC KY S     - 2,158,898.55  1,230,456.62   sFT  0.99997154   -0 51 35.7
 HA1776;SPC IN W     -   277,628.787   892,544.045   MT  0.99996735   -0 03 06.5
 HA1776;SPC IN W     -   910,853.78  2,928,288.25   sFT  0.99996735   -0 03 06.5
 HA1776;UTM  16      - 4,177,969.902   485,205.454   MT  0.99960270   -0 06 10.1
 HA1776
 HA1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1776!SPC KY1Z     -   0.99998541  x   0.99990741  =   0.99989282
 HA1776!SPC KY S     -   0.99998541  x   0.99997154  =   0.99995695
 HA1776!SPC IN W     -   0.99998541  x   0.99996735  =   0.99995276
 HA1776!UTM  16      -   0.99998541  x   0.99960270  =   0.99958812
 HA1776
 HA1776:                Primary Azimuth Mark                     Grid Az
 HA1776:SPC KY1Z     -  DAOW                                     131 08 24.1
 HA1776:SPC KY S     -  DAOW                                     131 07 45.8
 HA1776:SPC IN W     -  DAOW                                     130 19 16.6
 HA1776:UTM  16      -  DAOW                                     130 22 20.2
 HA1776
 HA1776|---------------------------------------------------------------------|
 HA1776| PID    Reference Object                     Distance      Geod. Az  |
 HA1776|                                                           dddmmss.s |
 HA1776| HA0664 DAOW                                446.480 METERS 1301610.1 |
 HA1776|---------------------------------------------------------------------|
 HA1776
 HA1776                          SUPERSEDED SURVEY CONTROL
 HA1776
 HA1776.No superseded survey control is available for this station.
 HA1776
 HA1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8520577970(NAD 83)
 HA1776_MARKER: DT = TOPOGRAPHIC STATION DISK
 HA1776_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HA1776_SP_SET: CONCRETE RUNWAY
 HA1776_STAMPING: AP 1958 STA A
 HA1776_MARK LOGO: CGS   
 HA1776_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1776+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1996
 HA1776
 HA1776  HISTORY     - Date     Condition        Report By
 HA1776  HISTORY     - 1958     MONUMENTED       CGS
 HA1776  HISTORY     - 19910313 GOOD             NGS
 HA1776  HISTORY     - 19940118 GOOD             NGS
 HA1776  HISTORY     - 19960806 GOOD             NGS
 HA1776
 HA1776                          STATION DESCRIPTION
 HA1776
 HA1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (HSK)
 HA1776'LOCATED AT RUNWAY END 17, 25 FEET (7.6 M) EAST OF THE NORTHWEST CORNER
 HA1776'OF THE RUNWAY (THE RUNWAY HAS BEEN WIDENED 25 FEET (7.6 M) ON EACH
 HA1776'SIDE SINCE THE STATION WAS SET).  A STANDARD TOPOGRAPHIC STATION DISK
 HA1776'SET IN DRILL HOLE 0.4 FEET (12.2 CM) SOUTH OF THE EXACT END.
 HA1776
 HA1776                          STATION RECOVERY (1994)
 HA1776
 HA1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 HA1776'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHWEST OF OWENSBORO AT
 HA1776'THE OWENSBORO/DAVIESS COUNTY AIRPORT.  CONTACT, AIRPORT MANAGER, JOHN
 HA1776'GAMES, 2200 AIRPORT ROAD, OWENSBORO, KY 42301. PHONE--502-685-4179.
 HA1776'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 81 WITH U.S.
 HA1776'HIGHWAY 60 BY-PASS IN WEST OWENSBORO, GO WEST ON HIGHWAY 81 FOR 0.2
 HA1776'MI (0.3 KM) TO AIRPORT ROAD ON LEFT, TURN LEFT AND GO SOUTH ON
 HA1776'AIRPORT ROAD FOR 0.5 MI (0.8 KM) TO AIRPORT TERMINAL AHEAD AND
 HA1776'SECURITY GATE ON LEFT, PASS THROUGH GATE, TURN RIGHT AND GO SOUTH FOR
 HA1776'0.05 MI (0.08 KM) TO TAXIWAY, TURN RIGHT AND FOLLOW TAXIWAY NORTH FOR
 HA1776'0.5 MI (0.8 KM) TO RUNWAY END 17 AND STATION IN RUNWAY END.
 HA1776'THE STATION IS FLUSH WITH CONCRETE SURFACE.  LOCATED 25 FT (7.6 M)
 HA1776'EAST FROM WEST EDGE OF PAVEMENT AND 0.4 FT (12.2 CM) SOUTH FROM NORTH
 HA1776'EDGE OF PAVEMENT.
 HA1776
 HA1776                          STATION RECOVERY (1996)
 HA1776
 HA1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 HA1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 07 AUG 1996 (WCW) .
 HA1776'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1902 ***********************************************************************
 HB1902  SACS        -  This is a Secondary Airport Control Station.
 HB1902  DESIGNATION -  FAA PAH ARP 2
 HB1902  PID         -  HB1902
 HB1902  STATE/COUNTY-  KY/MCCRACKEN
 HB1902  USGS QUAD   -  HEATH (1978)
 HB1902
 HB1902                         *CURRENT SURVEY CONTROL
 HB1902  ___________________________________________________________________
 HB1902* NAD 83(1993)-  37 03 45.02241(N)    088 46 23.21999(W)     ADJUSTED  
 HB1902* NAVD 88     -       121.0    (meters)     397.     (feet)  GPS OBS   
 HB1902  ___________________________________________________________________
 HB1902  X           -     109,110.724 (meters)                     COMP
 HB1902  Y           -  -5,094,721.149 (meters)                     COMP
 HB1902  Z           -   3,822,986.762 (meters)                     COMP
 HB1902  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HB1902  ELLIP HEIGHT-          92.72  (meters)          (09/11/97) GPS OBS
 HB1902  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 HB1902
 HB1902  HORZ ORDER  -  FIRST
 HB1902  ELLP ORDER  -  FOURTH    CLASS I
 HB1902
 HB1902.This mark is at Barkley Regional Airport (PAH)
 HB1902
 HB1902.The horizontal coordinates were established by GPS observations
 HB1902.and adjusted by the National Geodetic Survey in September 1994..
 HB1902.No horizontal observational check was made to the station.
 HB1902
 HB1902.The orthometric height was determined by GPS observations and a
 HB1902.high-resolution geoid model.
 HB1902.No vertical observational check was made to the station.
 HB1902
 HB1902.GPS derived orthometric heights for airport stations designated as
 HB1902.PACS or SACS are published to 2 decimal places.  This maintains
 HB1902.centimeter relative accuracy between the PACS and SACS.  It does
 HB1902.not indicate centimeter accuracy relative to other marks which are
 HB1902.part of the NAVD 88 network.
 HB1902
 HB1902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1902
 HB1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1902
 HB1902.The ellipsoidal height was determined by GPS observations
 HB1902.and is referenced to NAD 83.
 HB1902
 HB1902.The geoid height was determined by GEOID03.
 HB1902
 HB1902;                    North         East     Units Scale Factor Converg.
 HB1902;SPC KY1Z     - 1,085,282.217 1,231,173.428   MT  1.00000505   -1 51 21.9
 HB1902;SPC KY1Z     - 3,560,630.07  4,039,274.82   sFT  1.00000505   -1 51 21.9
 HB1902;SPC KY S     -   585,220.109   231,185.317   MT  0.99995658   -1 50 00.3
 HB1902;SPC KY S     - 1,920,009.64    758,480.49   sFT  0.99995658   -1 50 00.3
 HB1902;UTM  16      - 4,103,276.804   342,357.339   MT  0.99990615   -1 04 07.9
 HB1902
 HB1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1902!SPC KY1Z     -   0.99998545  x   1.00000505  =   0.99999050
 HB1902!SPC KY S     -   0.99998545  x   0.99995658  =   0.99994203
 HB1902!UTM  16      -   0.99998545  x   0.99990615  =   0.99989160
 HB1902
 HB1902:                Primary Azimuth Mark                     Grid Az
 HB1902:SPC KY1Z     -  FAA PAH STA G 2 AP                       061 08 22.6
 HB1902:SPC KY S     -  FAA PAH STA G 2 AP                       061 07 01.0
 HB1902:UTM  16      -  FAA PAH STA G 2 AP                       060 21 08.6
 HB1902
 HB1902|---------------------------------------------------------------------|
 HB1902| PID    Reference Object                     Distance      Geod. Az  |
 HB1902|                                                           dddmmss.s |
 HB1902| HB1900 FAA PAH STA G 2 AP                  APPROX. 0.8 KM 0591700.7 |
 HB1902|---------------------------------------------------------------------|
 HB1902
 HB1902                          SUPERSEDED SURVEY CONTROL
 HB1902
 HB1902.No superseded survey control is available for this station.
 HB1902
 HB1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG4235703277(NAD 83)
 HB1902_MARKER: DT = TOPOGRAPHIC STATION DISK
 HB1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1902_SP_SET: CONCRETE POST
 HB1902_STAMPING: ARP 2 1964
 HB1902_MARK LOGO: CGS   
 HB1902_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1902+STABILITY: SURFACE MOTION
 HB1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1902+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1996
 HB1902
 HB1902  HISTORY     - Date     Condition        Report By
 HB1902  HISTORY     - 1964     MONUMENTED       CGS
 HB1902  HISTORY     - 19891025 GOOD             NGS
 HB1902  HISTORY     - 19940301 GOOD             NGS
 HB1902  HISTORY     - 19960726 GOOD             NGS
 HB1902
 HB1902                          STATION DESCRIPTION
 HB1902
 HB1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HB1902'THE STATION IS LOCATED AT THE BARKLEY REGIONAL AIRPORT NORTHWEST OF
 HB1902'THE INTERSECTION OF THE RUNWAYS.  IT IS 176.9 FEET (53.9 M) SOUTHEAST
 HB1902'OF THE SECOND RUNWAY LIGHT SOUTHEAST OF A CONCRETE ROAD LEADING TO THE
 HB1902'ANEMOMETER, ABOUT 100 FT (30.5 M) NORTHEAST OF THE NORTHEAST EDGE OF
 HB1902'RUNWAY 14/32 AND 97.6 FEET (29.7 M) NORTH OF THE THIRD RUNWAY LIGHT
 HB1902'FROM THE CONCRETE ROAD.  THE MARK IS A STANDARD CGS TOPOGRAPHIC DISK
 HB1902'STAMPED ARP 2 1964 SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2 FOOT
 HB1902'(6.1 CM) BELOW THE SURFACE.
 HB1902
 HB1902                          STATION RECOVERY (1994)
 HB1902
 HB1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 HB1902'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) WEST OF PADUCAH, AND
 HB1902'NORTH-NORTHWEST OF THE INTERSECTION OF RUNWAYS 04/22 AND 14/32.
 HB1902'OWNERSHIP--BARKLEY REGIONAL AIRPORT, MANAGER, RICHARD ROFF, P.O. BOX
 HB1902'1131, PADUCAH, KY 42002-1131, PHONE--502-744-0521. NOTE--ESCORT
 HB1902'REQUIRED.
 HB1902'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 24
 HB1902'AND U.S. HIGHWAY 60 IN WEST PADUCAH (EXIT 4), GO WEST ON U.S. HIGHWAY
 HB1902'60 FOR 1.1 MI (1.8 KM) TO STATE ROUTE 998, CONTINUE WEST ON HIGHWAY
 HB1902'60 FOR 3.65 MI (5.87 KM) TO THE INTERSECTION OF STATE ROUTE 724
 HB1902'(FISHER ROAD), TURN LEFT AND GO SOUTHERLY ON ROUTE 724 FOR 0.5 MI
 HB1902'(0.8 KM) TO THE TERMINAL AND GATE ON THE RIGHT.  PASS THROUGH GATE
 HB1902'AND GO NORTHERLY ON RAMP THEN TAXIWAY FOR 0.4 MI (0.6 KM) TO THE
 HB1902'NORTHEAST END OF THE RUNWAY 04/22, TURN LEFT AND GO SOUTHWEST ON
 HB1902'RUNWAY 04/22 FOR 0.45 MI (0.72 KM) TO THE INTERSECTION OF RUNWAY
 HB1902'14/32, TURN RIGHT AND GO NORTHWEST ON RUNWAY 14/32 FOR 0.05 MI
 HB1902'(0.08 KM) TO THE STATION ON THE RIGHT.
 HB1902'STATION IS FLUSH WITH THE LEVEL OF THE GROUND.  LOCATED 176.9 FT
 HB1902'(53.9 M) SOUTHEAST OF THE SECOND RUNWAY LIGHT SOUTHEAST OF A CONCRETE
 HB1902'ROAD LEADING TO THE ANEMOMETER, 100 FT (30.5 M) NORTHEAST OF THE
 HB1902'NORTHEAST EDGE OF RUNWAY 14/32 AND 97.6 FT (29.7 M) NORTH OF THE
 HB1902'THIRD RUNWAY LIGHT FROM THE CONCRETE ROAD.
 HB1902
 HB1902                          STATION RECOVERY (1996)
 HB1902
 HB1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HB1902'RECOVERED AS DESCRIBED.  IS STATION IS DESIGNATED AS A SECONDARY
 HB1902'AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1903 ***********************************************************************
 HB1903  SACS        -  This is a Secondary Airport Control Station.
 HB1903  DESIGNATION -  FAA PAH STA F 2 AP
 HB1903  PID         -  HB1903
 HB1903  STATE/COUNTY-  KY/MCCRACKEN
 HB1903  USGS QUAD   -  HEATH (1978)
 HB1903
 HB1903                         *CURRENT SURVEY CONTROL
 HB1903  ___________________________________________________________________
 HB1903* NAD 83(1993)-  37 03 22.05097(N)    088 46 38.99374(W)     ADJUSTED  
 HB1903* NAVD 88     -       123.2    (meters)     404.     (feet)  GPS OBS   
 HB1903  ___________________________________________________________________
 HB1903  X           -     108,730.255 (meters)                     COMP
 HB1903  Y           -  -5,095,157.840 (meters)                     COMP
 HB1903  Z           -   3,822,422.918 (meters)                     COMP
 HB1903  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 HB1903  ELLIP HEIGHT-          94.84  (meters)          (09/11/97) GPS OBS
 HB1903  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 HB1903
 HB1903  HORZ ORDER  -  FIRST
 HB1903  ELLP ORDER  -  FOURTH    CLASS I
 HB1903
 HB1903.This mark is at Barkley Regional Airport (PAH)
 HB1903
 HB1903.The horizontal coordinates were established by GPS observations
 HB1903.and adjusted by the National Geodetic Survey in September 1994..
 HB1903.No horizontal observational check was made to the station.
 HB1903
 HB1903.The orthometric height was determined by GPS observations and a
 HB1903.high-resolution geoid model.
 HB1903.No vertical observational check was made to the station.
 HB1903
 HB1903.GPS derived orthometric heights for airport stations designated as
 HB1903.PACS or SACS are published to 2 decimal places.  This maintains
 HB1903.centimeter relative accuracy between the PACS and SACS.  It does
 HB1903.not indicate centimeter accuracy relative to other marks which are
 HB1903.part of the NAVD 88 network.
 HB1903
 HB1903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1903
 HB1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1903
 HB1903.The ellipsoidal height was determined by GPS observations
 HB1903.and is referenced to NAD 83.
 HB1903
 HB1903.The geoid height was determined by GEOID03.
 HB1903
 HB1903;                    North         East     Units Scale Factor Converg.
 HB1903;SPC KY1Z     - 1,084,587.066 1,230,760.968   MT  1.00000662   -1 51 31.6
 HB1903;SPC KY1Z     - 3,558,349.40  4,037,921.61   sFT  1.00000662   -1 51 31.6
 HB1903;SPC KY S     -   584,524.829   230,773.152   MT  0.99995711   -1 50 09.8
 HB1903;SPC KY S     - 1,917,728.54    757,128.25   sFT  0.99995711   -1 50 09.8
 HB1903;UTM  16      - 4,102,576.120   341,954.509   MT  0.99990771   -1 04 16.8
 HB1903
 HB1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1903!SPC KY1Z     -   0.99998512  x   1.00000662  =   0.99999174
 HB1903!SPC KY S     -   0.99998512  x   0.99995711  =   0.99994223
 HB1903!UTM  16      -   0.99998512  x   0.99990771  =   0.99989283
 HB1903
 HB1903:                Primary Azimuth Mark                     Grid Az
 HB1903:SPC KY1Z     -  FAA PAH STA G 2 AP                       045 32 58.3
 HB1903:SPC KY S     -  FAA PAH STA G 2 AP                       045 31 36.5
 HB1903:UTM  16      -  FAA PAH STA G 2 AP                       044 45 43.5
 HB1903
 HB1903|---------------------------------------------------------------------|
 HB1903| PID    Reference Object                     Distance      Geod. Az  |
 HB1903|                                                           dddmmss.s |
 HB1903| HB1900 FAA PAH STA G 2 AP                  APPROX. 1.5 KM 0434126.7 |
 HB1903|---------------------------------------------------------------------|
 HB1903
 HB1903                          SUPERSEDED SURVEY CONTROL
 HB1903
 HB1903.No superseded survey control is available for this station.
 HB1903
 HB1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG4195502576(NAD 83)
 HB1903_MARKER: DT = TOPOGRAPHIC STATION DISK
 HB1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1903_SP_SET: CONCRETE POST
 HB1903_STAMPING: AP 1964 STA F 2
 HB1903_MARK LOGO: CGS   
 HB1903_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1903+STABILITY: SURFACE MOTION
 HB1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1903+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1996
 HB1903
 HB1903  HISTORY     - Date     Condition        Report By
 HB1903  HISTORY     - 1964     MONUMENTED       CGS
 HB1903  HISTORY     - 19891025 GOOD             NGS
 HB1903  HISTORY     - 19940301 GOOD             NGS
 HB1903  HISTORY     - 19960724 GOOD             NGS
 HB1903
 HB1903                          STATION DESCRIPTION
 HB1903
 HB1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HB1903'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF THE BARKLEY AIRPORT
 HB1903'1504 FT (458.4 M) NORTHEAST OF THE RWY END 4.  THE STATION IS 135.6 FT
 HB1903'(41.3 M) SOUTH OF THE THIRD RWY LIGHT SOUTHWEST OF THE TAXIWAY
 HB1903'ENTRANCE, 136.8 FT (41.7 M) EAST OF THE FOURTH RWY LIGHT SOUTHWEST OF
 HB1903'THE TAXIWAY ENTRANCE, AND 100 FT (30.5 M) SOUTHEAST OF THE SOUTHEAST
 HB1903'EDGE OF THE RWY.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED
 HB1903'AP 1964 STA F2 SET IN THE TOP OF A CONCRETE MONUMENT THAT IS SET FLUSH
 HB1903'WITH THE GROUND.
 HB1903
 HB1903                          STATION RECOVERY (1994)
 HB1903
 HB1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 HB1903'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) WEST OF PADUCAH, IN THE
 HB1903'NORTHEAST SECTION OF THE BARKLEY REGIONAL AIRPORT, AND NORTHEAST OF
 HB1903'THE ILS TOWER AT THE APPROACH END OF RUNWAY 04/22.
 HB1903'OWNERSHIP--BARKLEY REGIONAL AIRPORT, MANAGER, RICHARD ROFF, P.O. BOX
 HB1903'1131, PADUCAH, KY 42002-1131, PHONE--502-744-0521. NOTE--ESCORT
 HB1903'REQUIRED.
 HB1903'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 24
 HB1903'AND U.S. HIGHWAY 60 IN WEST PADUCAH (EXIT 4), GO WEST ON U.S. HIGHWAY
 HB1903'60 FOR 1.1 MI (1.8 KM) TO STATE ROUTE 998, CONTINUE WEST ON HIGHWAY
 HB1903'60 FOR 3.65 MI (5.87 KM) TO THE INTERSECTION OF STATE ROUTE 724
 HB1903'(FISHER ROAD), TURN LEFT AND GO SOUTHERLY ON ROUTE 724 FOR 0.5 MI
 HB1903'(0.8 KM) TO THE TERMINAL AND GATE ON THE RIGHT.  PASS THROUGH GATE
 HB1903'AND GO NORTHERLY ON RAMP THEN TAXIWAY FOR 0.4 MI (0.6 KM) TO THE
 HB1903'NORTHEAST END OF THE RUNWAY 04/22, TURN LEFT AND GO SOUTHWEST ON
 HB1903'RUNWAY 04/22 FOR 0.85 MI (1.37 KM) TO TAXIWAY A ON LEFT, CONTINUE
 HB1903'AHEAD SOUTHWEST ON RUNWAY 04/22 FOR 0.1 MI (0.2 KM) TO THE STATION ON
 HB1903'THE LEFT.
 HB1903'STATION IS FLUSH WITH THE LEVEL OF THE GROUND.  LOCATED 135.6 SOUTH OF
 HB1903'THE THIRD RUNWAY LIGHT SOUTHWEST OF THE TAXIWAY, 136.8 FT (41.7 M)
 HB1903'EAST OF THE FOURTH RUNWAY LIGHT SOUTHWEST OF THE TAXIWAY AND 100 FT
 HB1903'(30.5 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY.
 HB1903
 HB1903                          STATION RECOVERY (1996)
 HB1903
 HB1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HB1903'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 HB1903'(SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1900 ***********************************************************************
 HB1900  CBN         -  This is a Cooperative Base Network Control Station.
 HB1900  PACS        -  This is a Primary Airport Control Station.
 HB1900  DESIGNATION -  FAA PAH STA G 2 AP
 HB1900  PID         -  HB1900
 HB1900  STATE/COUNTY-  KY/MCCRACKEN
 HB1900  USGS QUAD   -  HEATH (1978)
 HB1900
 HB1900                         *CURRENT SURVEY CONTROL
 HB1900  ___________________________________________________________________
 HB1900* NAD 83(1993)-  37 03 57.80785(N)    088 45 56.36526(W)     ADJUSTED  
 HB1900* NAVD 88     -       115.37   (meters)     378.5    (feet)  GPS OBS   
 HB1900  ___________________________________________________________________
 HB1900  X           -     109,768.817 (meters)                     COMP
 HB1900  Y           -  -5,094,464.843 (meters)                     COMP
 HB1900  Z           -   3,823,297.835 (meters)                     COMP
 HB1900  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HB1900  ELLIP HEIGHT-          87.01  (meters)          (11/03/04) GPS OBS
 HB1900  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 HB1900
 HB1900  HORZ ORDER  -  B
 HB1900  ELLP ORDER  -  THIRD     CLASS I
 HB1900
 HB1900.This mark is at Barkley Regional Airport (PAH)
 HB1900
 HB1900.The horizontal coordinates were established by GPS observations
 HB1900.and adjusted by the National Geodetic Survey in September 1994..
 HB1900
 HB1900.The orthometric height was determined by GPS observations and a
 HB1900.high-resolution geoid model.
 HB1900
 HB1900.GPS derived orthometric heights for airport stations designated as
 HB1900.PACS or SACS are published to 2 decimal places.  This maintains
 HB1900.centimeter relative accuracy between the PACS and SACS.  It does
 HB1900.not indicate centimeter accuracy relative to other marks which are
 HB1900.part of the NAVD 88 network.
 HB1900
 HB1900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1900
 HB1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1900
 HB1900.The ellipsoidal height was determined by GPS observations
 HB1900.and is referenced to NAD 83.
 HB1900
 HB1900.The geoid height was determined by GEOID03.
 HB1900
 HB1900;                    North         East     Units Scale Factor Converg.
 HB1900;SPC KY1Z     - 1,085,654.694 1,231,849.271   MT  1.00000418   -1 51 05.4
 HB1900;SPC KY1Z     - 3,561,852.11  4,041,492.15   sFT  1.00000418   -1 51 05.4
 HB1900;SPC KY S     -   585,592.835   231,860.979   MT  0.99995629   -1 49 44.0
 HB1900;SPC KY S     - 1,921,232.49    760,697.23   sFT  0.99995629   -1 49 44.0
 HB1900;UTM  16      - 4,103,658.491   343,027.933   MT  0.99990355   -1 03 52.0
 HB1900
 HB1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1900!SPC KY1Z     -   0.99998635  x   1.00000418  =   0.99999053
 HB1900!SPC KY S     -   0.99998635  x   0.99995629  =   0.99994264
 HB1900!UTM  16      -   0.99998635  x   0.99990355  =   0.99988990
 HB1900
 HB1900:                Primary Azimuth Mark                     Grid Az
 HB1900:SPC KY1Z     -  FAA PAH STA F 2 AP                       225 32 57.8
 HB1900:SPC KY S     -  FAA PAH STA F 2 AP                       225 31 36.4
 HB1900:UTM  16      -  FAA PAH STA F 2 AP                       224 45 44.4
 HB1900
 HB1900|---------------------------------------------------------------------|
 HB1900| PID    Reference Object                     Distance      Geod. Az  |
 HB1900|                                                           dddmmss.s |
 HB1900| HB1903 FAA PAH STA F 2 AP                  APPROX. 1.5 KM 2234152.4 |
 HB1900| HB1902 FAA PAH ARP 2                       APPROX. 0.8 KM 2391716.9 |
 HB1900|---------------------------------------------------------------------|
 HB1900
 HB1900                          SUPERSEDED SURVEY CONTROL
 HB1900
 HB1900  ELLIP H (09/07/94)   87.03   (m)                       GP(       ) 4 1
 HB1900
 HB1900.Superseded values are not recommended for survey control.
 HB1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1900.See file dsdata.txt to determine how the superseded data were derived.
 HB1900
 HB1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG4302803658(NAD 83)
 HB1900_MARKER: DT = TOPOGRAPHIC STATION DISK
 HB1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1900_SP_SET: CONCRETE POST
 HB1900_STAMPING: AP STA G2 1964
 HB1900_MARK LOGO: CGS   
 HB1900_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1900+STABILITY: SURFACE MOTION
 HB1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1900+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2002
 HB1900
 HB1900  HISTORY     - Date     Condition        Report By
 HB1900  HISTORY     - 1964     MONUMENTED       CGS
 HB1900  HISTORY     - 19891025 GOOD             NGS
 HB1900  HISTORY     - 19940302 GOOD             NGS
 HB1900  HISTORY     - 19960726 GOOD             NGS
 HB1900  HISTORY     - 20010817 GOOD             KYDT
 HB1900  HISTORY     - 20010817 GOOD             KYDT
 HB1900  HISTORY     - 20021206 GOOD             WOOLPT
 HB1900
 HB1900                          STATION DESCRIPTION
 HB1900
 HB1900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HB1900'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF THE BARKLEY AIRPORT
 HB1900'NEAR RWY END 22.  THE STATION IS 174.75 FT (53.26 M) SOUTHEAST OF THE
 HB1900'CENTERLINE OF THE RWY AND ON LINE WITH THE END OF THE RWY, 92.4 FT
 HB1900'(28.2 M) SOUTHEAST OF THE SOUTHEASTERLY MOST THRESHOLD LIGHT, 60.7 FT
 HB1900'(18.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE
 HB1900'SOUTHEASTERLY REIL LIGHT, AND 65.5 FT (20.0 M) EAST OF THE SECOND
 HB1900'TAXIWAY LIGHT SOUTH OF THE EDGE OF THE RWY.  THE STATION IS A STANDARD
 HB1900'TOPOGRAPHIC DISK STAMPED AP 1964 STA G2 SET IN THE TOP OF A CONCRETE
 HB1900'MONUMENT THAT IS SET FLUSH WITH THE GROUND.
 HB1900
 HB1900                          STATION RECOVERY (1994)
 HB1900
 HB1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 HB1900'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) WEST OF PADUCAH, IN THE
 HB1900'NORTHEAST SECTION OF THE BARKLEY REGIONAL AIRPORT, NEAR THE NORTHEAST
 HB1900'END AND ON THE SOUTHEAST SIDE OF RUNWAY 04/22.  OWNERSHIP--BARKLEY
 HB1900'REGIONAL AIRPORT, MANAGER, RICHARD ROFF, P.O. BOX 1131, PADUCAH, KY
 HB1900'42002-1131, PHONE--502-744-0521.  NOTE--ESCORT REQUIRED.
 HB1900'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 24
 HB1900'AND U.S. HIGHWAY 60 IN WEST PADUCAH (EXIT 4), GO WEST ON U.S. HIGHWAY
 HB1900'60 FOR 1.1 MI (1.8 KM) TO STATE ROUTE 998, CONTINUE WEST ON HIGHWAY
 HB1900'60 FOR 3.65 MI (5.87 KM) TO THE INTERSECTION OF STATE ROUTE 724
 HB1900'(FISHER ROAD), TURN LEFT AND GO SOUTHERLY ON ROUTE 724 FOR 0.5 MI
 HB1900'(0.8 KM) TO THE TERMINAL AND GATE ON THE RIGHT.  PASS THROUGH GATE
 HB1900'AND GO NORTHERLY ON THE TAXIWAY FOR 0.4 MI (0.6 KM) TO THE NORTHEAST
 HB1900'END OF THE RUNWAY 04/22 AND STATION ON THE RIGHT.
 HB1900'STATION IS FLUSH WITH THE LEVEL OF THE GROUND.  LOCATED 174.75 FT
 HB1900'(53.26 M) SOUTHEAST OF THE CENTERLINE AND ON LINE WITH THE NORTHEAST
 HB1900'END OF RUNWAY 04/22, 92.4 FT (28.2 M) SOUTHEAST OF THE SOUTHEASTERLY
 HB1900'MOST THRESHOLD LIGHT, 65.5 FT (20.0 M) EAST OF THE SECOND TAXIWAY
 HB1900'LIGHT SOUTH OF THE EDGE OF THE RUNWAY AND 60.7 FT (18.5 M) SOUTHEAST
 HB1900'OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE SOUTHEASTERLY
 HB1900'REIL LIGHT.
 HB1900
 HB1900                          STATION RECOVERY (1996)
 HB1900
 HB1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HB1900'RECOVERED AS DESCRIBED.  IS STATION IS DESIGNATED AS A PRIMARY AIRPORT
 HB1900'CONTROL STATION (PACS) .
 HB1900
 HB1900                          STATION RECOVERY (2001)
 HB1900
 HB1900'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001
 HB1900'RECOVERED IN GOOD CONDITION.
 HB1900
 HB1900                          STATION RECOVERY (2001)
 HB1900
 HB1900'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (JG)
 HB1900'RECOVERED IN GOOD CONDITION.
 HB1900
 HB1900                          STATION RECOVERY (2002)
 HB1900
 HB1900'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 HB1900'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2672 ***********************************************************************
 HZ2672  DESIGNATION -  FAA SDF SF T 4
 HZ2672  PID         -  HZ2672
 HZ2672  STATE/COUNTY-  KY/JEFFERSON
 HZ2672  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2672
 HZ2672                         *CURRENT SURVEY CONTROL
 HZ2672  ___________________________________________________________________
 HZ2672* NAD 83(1993)-  38 10 53.49261(N)    085 45 00.42060(W)     ADJUSTED  
 HZ2672* NAVD 88     -       145.     (meters)     476.     (feet)  GPS OBS   
 HZ2672  ___________________________________________________________________
 HZ2672  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 HZ2672  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ2672
 HZ2672  HORZ ORDER  -  FIRST
 HZ2672
 HZ2672.This mark is at Louisville Intl (STANDIFORD) Airport (SDF)
 HZ2672
 HZ2672.The horizontal coordinates were established by GPS observations
 HZ2672.and adjusted by the National Geodetic Survey in September 1994..
 HZ2672.No horizontal observational check was made to the station.
 HZ2672
 HZ2672.The orthometric height was determined by GPS observations and a
 HZ2672.high-resolution geoid model.
 HZ2672.No vertical observational check was made to the station.
 HZ2672
 HZ2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2672
 HZ2672.The geoid height was determined by GEOID03.
 HZ2672
 HZ2672;                    North         East     Units Scale Factor Converg.
 HZ2672;SPC KY1Z     - 1,205,118.182 1,499,989.764   MT  0.99991908   -0 00 00.3
 HZ2672;SPC KY1Z     - 3,953,791.90  4,921,216.42   sFT  0.99991908   -0 00 00.3
 HZ2672;SPC KY N     -    76,717.241   368,575.661   MT  0.99997445   -0 55 59.4
 HZ2672;SPC KY N     -   251,696.48  1,209,235.31   sFT  0.99997445   -0 55 59.4
 HZ2672;UTM  16      - 4,226,694.127   609,467.422   MT  0.99974758   +0 46 21.7
 HZ2672
 HZ2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2672!SPC KY1Z     -   0.99998244  x   0.99991908  =   0.99990152
 HZ2672!SPC KY N     -   0.99998244  x   0.99997445  =   0.99995689
 HZ2672!UTM  16      -   0.99998244  x   0.99974758  =   0.99973002
 HZ2672
 HZ2672                          SUPERSEDED SURVEY CONTROL
 HZ2672
 HZ2672.No superseded survey control is available for this station.
 HZ2672
 HZ2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0946726694(NAD 83)
 HZ2672_MARKER: DD = SURVEY DISK
 HZ2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2672_SP_SET: CONCRETE POST
 HZ2672_STAMPING: SF T4 1963
 HZ2672_MARK LOGO: PAS   
 HZ2672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HZ2672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2672+STABILITY: SURFACE MOTION
 HZ2672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2672+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1994
 HZ2672
 HZ2672  HISTORY     - Date     Condition        Report By
 HZ2672  HISTORY     - 1963     MONUMENTED       PAS
 HZ2672  HISTORY     - 19931215 GOOD             NGS
 HZ2672  HISTORY     - 19940203 GOOD
 HZ2672
 HZ2672                          STATION DESCRIPTION
 HZ2672
 HZ2672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HZ2672'THE STATION IS LOCATED IN SOUTHERN LOUISVILLE ON THE STANDIFORD FIELD
 HZ2672'AIRPORT.  OWNERSHIP---LOUISVILLE-STANDIFORD REGIONAL AIRPORT
 HZ2672'AUTHORITIY.  AIRFIELD DIRECTOR, GEORGE GAWTHROP.  PHONE (502)
 HZ2672'368-6524. NOTE ESCORT IS REQUIRED.
 HZ2672'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 65
 HZ2672'AND INTERSTATE 264 IN SOUTHERN LOUISVILLE, GO WEST ON INTERSTATE
 HZ2672'HIGHWAY 264 FOR 0.2 MI (0.3 KM) TO THE AIRPORT ACCESS ROAD (EXIT 12),
 HZ2672'EXIT AND GO SOUTH ON AIRPORT ACCESS ROAD FOR 1.1 MI (1.8 KM) TO THE
 HZ2672'TERMINAL DEPARTURE GATES, CONTINUE AHEAD EASTERLY ON AIRPORT ACCESS
 HZ2672'ROAD FOR 0.2 MI (0.3 KM) TO A PAVED ROAD RIGHT LEADING TO AIRPORT
 HZ2672'AUTHORITY OFFICES, TURN RIGHT SOUTHERLY FOLLOWING PAVED ROAD FOR  0.2
 HZ2672'MI (0.3 KM) TO A GATE AHEAD (AIRPORT OFFICE ON RIGHT), CONTINUE AHEAD
 HZ2672'EASTERLY PASSING THROUGH GATE TO A SERVICE ROAD, TURN RIGHT SOUTHERLY
 HZ2672'AND WESTERLY FOLLOWING SERVICE ROAD AND PASSING UNDER TERMINAL FOR
 HZ2672'1.0 MI (1.6 KM) TO THE STATION ON RIGHT (JUST BEFORE CROSSING RUNWAY
 HZ2672'11 AND IN LINE WITH THE EXTENDED CENTERLINE OF A CONCRETE SIDEWALK ON
 HZ2672'THE NORTH SIDE OF WABASSO AVENUE).
 HZ2672'THE STATION IS FLUSH WITH THE GROUND.  LOCATED 147 FT (44.8 M) NORTH
 HZ2672'OF THE NORTH GATE POST OF GATE F, 105 FT (32.0 M) SOUTHWEST OF THE
 HZ2672'SOUTHWEST CORNER OF A CONCRETE FOUNDATION FOR A SMALL FAA BUILDING
 HZ2672'AND 4 FT (1.2 M) WEST OF A CHAINLINK FENCE AND A WITNESS POST.
 HZ2672
 HZ2672                          STATION RECOVERY (1994)
 HZ2672
 HZ2672'RECOVERED 1994
 HZ2672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2673 ***********************************************************************
 HZ2673  DESIGNATION -  FAA SDF SF T 8
 HZ2673  PID         -  HZ2673
 HZ2673  STATE/COUNTY-  KY/JEFFERSON
 HZ2673  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2673
 HZ2673                         *CURRENT SURVEY CONTROL
 HZ2673  ___________________________________________________________________
 HZ2673* NAD 83(1993)-  38 10 36.16942(N)    085 44 28.63083(W)     ADJUSTED  
 HZ2673* NAVD 88     -       145.     (meters)     476.     (feet)  GPS OBS   
 HZ2673  ___________________________________________________________________
 HZ2673  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 HZ2673  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ2673
 HZ2673  HORZ ORDER  -  FIRST
 HZ2673
 HZ2673.This mark is at Louisville Intl (STANDIFORD) Airport (SDF)
 HZ2673
 HZ2673.The horizontal coordinates were established by GPS observations
 HZ2673.and adjusted by the National Geodetic Survey in September 1994..
 HZ2673.No horizontal observational check was made to the station.
 HZ2673
 HZ2673.The orthometric height was determined by GPS observations and a
 HZ2673.high-resolution geoid model.
 HZ2673.No vertical observational check was made to the station.
 HZ2673
 HZ2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2673
 HZ2673.The geoid height was determined by GEOID03.
 HZ2673
 HZ2673;                    North         East     Units Scale Factor Converg.
 HZ2673;SPC KY1Z     - 1,204,584.130 1,500,763.440   MT  0.99991864   +0 00 19.3
 HZ2673;SPC KY1Z     - 3,952,039.77  4,923,754.72   sFT  0.99991864   +0 00 19.3
 HZ2673;SPC KY N     -    76,170.630   369,340.580   MT  0.99997487   -0 55 39.6
 HZ2673;SPC KY N     -   249,903.14  1,211,744.89   sFT  0.99997487   -0 55 39.6
 HZ2673;UTM  16      - 4,226,170.646   610,248.097   MT  0.99974969   +0 46 41.1
 HZ2673
 HZ2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2673!SPC KY1Z     -   0.99998248  x   0.99991864  =   0.99990112
 HZ2673!SPC KY N     -   0.99998248  x   0.99997487  =   0.99995735
 HZ2673!UTM  16      -   0.99998248  x   0.99974969  =   0.99973218
 HZ2673
 HZ2673                          SUPERSEDED SURVEY CONTROL
 HZ2673
 HZ2673.No superseded survey control is available for this station.
 HZ2673
 HZ2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1024826171(NAD 83)
 HZ2673_MARKER: DD = SURVEY DISK
 HZ2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2673_SP_SET: CONCRETE POST
 HZ2673_STAMPING: SF T8 1963
 HZ2673_MARK LOGO: PAS   
 HZ2673_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HZ2673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2673+STABILITY: SURFACE MOTION
 HZ2673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2673+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1994
 HZ2673
 HZ2673  HISTORY     - Date     Condition        Report By
 HZ2673  HISTORY     - 1963     MONUMENTED       PAS
 HZ2673  HISTORY     - 19931215 GOOD             NGS
 HZ2673  HISTORY     - 19940203 GOOD
 HZ2673
 HZ2673                          STATION DESCRIPTION
 HZ2673
 HZ2673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HZ2673'THE STATION IS LOCATED IN SOUTHERN LOUISVILLE ON THE STANDIFORD FIELD
 HZ2673'AIRPORT.  OWNERSHIP---LOUISVILLE-STANDIFORD REGIONAL AIRPORT
 HZ2673'AUTHORITIY.  AIRFIELD DIRECTOR, GEORGE GAWTHROP.  PHONE (502)
 HZ2673'368-6524. NOTE ESCORT IS REQUIRED.
 HZ2673'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 65
 HZ2673'AND INTERSTATE 264 IN SOUTHERN LOUISVILLE, GO WEST ON INTERSTATE
 HZ2673'HIGHWAY 264 FOR 0.2 MI (0.3 KM) TO THE AIRPORT ACCESS ROAD (EXIT 12),
 HZ2673'EXIT AND GO SOUTH ON AIRPORT ACCESS ROAD FOR 1.1 MI (1.8 KM) TO THE
 HZ2673'TERMINAL DEPARTURE GATES, CONTINUE AHEAD EASTERLY ON AIRPORT ACCESS
 HZ2673'ROAD FOR 0.2 MI (0.3 KM) TO A PAVED ROAD RIGHT LEADING TO AIRPORT
 HZ2673'AUTHORITY OFFICES, TURN RIGHT SOUTHERLY FOLLOWING PAVED ROAD FOR  0.2
 HZ2673'MI (0.3 KM) TO A GATE AHEAD (AIRPORT OFFICE ON RIGHT), CONTINUE AHEAD
 HZ2673'EASTERLY PASSING THROUGH GATE TO A SERVICE ROAD, TURN RIGHT SOUTHERLY
 HZ2673'AND WESTERLY FOLLOWING SERVICE ROAD AND PASSING UNDER TERMINAL FOR
 HZ2673'1.25 MI (2.01 KM) TO A PAVED ROAD RIGHT LEADING TO AIRPORT
 HZ2673'MAINTENANCE SHOP, CONTINUE AHEAD SOUTHEAST ON SERVICE ROAD FOR 0.4 MI
 HZ2673'(0.6 KM) TO THE STATION ON RIGHT JUST AFTER CROSSING A RAMP LEADING
 HZ2673'TO THE LOUISVILLE FORGE AND GEAR WORKS.
 HZ2673'THE STATION IS FLUSH WITH THE GROUND.  LOCATED 35.9 FT (10.9 M)
 HZ2673'SOUTHWEST FROM A SEAM AT END OF RADIUS OF TAXIWAY F AT INTERSECTION OF
 HZ2673'TAXIWAY M, 27.2 FT (8.3 M) EAST SOUTHEAST OF THE SEAM AT THE JUCTION
 HZ2673'OF RAMP TO LOUISVILLE FORGE AND GEARWORKS AND 10.8 FT (3.3 M) SOUTH
 HZ2673'OF THE SOUTH EDGE OF TAXIWAY/SERVICE ROAD.  THE STAMPING OF T8 IS
 HZ2673'ILLEGIBLE DUE TO A EQUIPMENT STRIKE.
 HZ2673
 HZ2673                          STATION RECOVERY (1994)
 HZ2673
 HZ2673'RECOVERED 1994
 HZ2673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2466 ***********************************************************************
 HY2466  DESIGNATION -  FAIRVIEW
 HY2466  PID         -  HY2466
 HY2466  STATE/COUNTY-  KY/FLEMING
 HY2466  USGS QUAD   -  COWAN (1978)
 HY2466
 HY2466                         *CURRENT SURVEY CONTROL
 HY2466  ___________________________________________________________________
 HY2466* NAD 83(1993)-  38 27 06.21377(N)    083 57 43.56378(W)     ADJUSTED  
 HY2466* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 HY2466  ___________________________________________________________________
 HY2466  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 HY2466  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HY2466
 HY2466  HORZ ORDER  -  THIRD
 HY2466
 HY2466.The horizontal coordinates were established by classical geodetic methods
 HY2466.and adjusted by the National Geodetic Survey in December 1995..
 HY2466
 HY2466.The orthometric height was scaled from a topographic map.
 HY2466
 HY2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2466
 HY2466.The geoid height was determined by GEOID03.
 HY2466
 HY2466;                    North         East     Units Scale Factor Converg.
 HY2466;SPC KY1Z     - 1,236,604.041 1,656,050.883   MT  0.99995527   +1 05 51.7
 HY2466;SPC KY1Z     - 4,057,091.76  5,433,226.94   sFT  0.99995527   +1 05 51.7
 HY2466;SPC KY N     -   105,678.140   525,129.982   MT  0.99996212   +0 10 44.7
 HY2466;SPC KY N     -   346,712.36  1,722,863.95   sFT  0.99996212   +0 10 44.7
 HY2466;UTM  17      - 4,260,094.022   241,512.446   MT  1.00042292   -1 50 34.9
 HY2466;UTM  16      - 4,260,309.636   765,103.452   MT  1.00046559   +1 53 24.8
 HY2466
 HY2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2466!SPC KY1Z     -   0.99995935  x   0.99995527  =   0.99991462
 HY2466!SPC KY N     -   0.99995935  x   0.99996212  =   0.99992147
 HY2466!UTM  17      -   0.99995935  x   1.00042292  =   1.00038225
 HY2466!UTM  16      -   0.99995935  x   1.00046559  =   1.00042492
 HY2466
 HY2466|---------------------------------------------------------------------|
 HY2466| PID    Reference Object                     Distance      Geod. Az  |
 HY2466|                                                           dddmmss.s |
 HY2466| DB9307 FAIRVIEW RM 1                         8.025 METERS 18647     |
 HY2466| HZ2380 BARTER                              APPROX.11.3 KM 2324758.3 |
 HY2466| DB9306 FAIRVIEW AZ MK                                     2963035.7 |
 HY2466| DB9308 FAIRVIEW RM 2                         7.604 METERS 32804     |
 HY2466|---------------------------------------------------------------------|
 HY2466
 HY2466                          SUPERSEDED SURVEY CONTROL
 HY2466
 HY2466  NAD 83(1986)-  38 27 06.22092(N)    083 57 43.57274(W) AD(       ) 3
 HY2466  NAD 27      -  38 27 05.94900(N)    083 57 43.84700(W) AD(       ) 3
 HY2466
 HY2466.Superseded values are not recommended for survey control.
 HY2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2466.See file dsdata.txt to determine how the superseded data were derived.
 HY2466
 HY2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4151260094(NAD 83)
 HY2466_MARKER: DS = TRIANGULATION STATION DISK
 HY2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2466
 HY2466  HISTORY     - Date     Condition        Report By
 HY2466  HISTORY     - 1954     MONUMENTED       CGS
 HY2466
 HY2466                          STATION DESCRIPTION
 HY2466
 HY2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2466'STATION IS LOCATED ABOUT 1.8 MILES WEST OF FAIRVIEW ON A HIGH HILL
 HY2466'ALONG THE SOUTH SIDE OF U.S. HIGHWAY 68 AND IS ON PROPERTY OWNED BY
 HY2466'C.T. BARNETT.  IT IS 107 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 HY2466'FRAME HOUSE, 100 FEET WEST OF THE NORTHWEST CORNER OF A BARN, 4 FEET
 HY2466'NORTHWEST OF A WHITE WITNESS POST AND 2 FEET WEST OF A FENCE LINE.
 HY2466'THE MARK IS FLUSH AND THE DISK IS STAMPED FAIRVIEW 1954.
 HY2466'
 HY2466'REFERENCE MARK NO.1 IS 1 FOOT WEST OF THE NORTHWEST CORNER OF A SMALL
 HY2466'SHED AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES
 HY2466'AND THE DISK IS STAMPED FAIRVIEW NO 1 1954.
 HY2466'
 HY2466'REFERENCE MARK NO.2 IS 23 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 HY2466'SMALL SHED AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 2
 HY2466'INCHES AND THE DISK IS STAMPED FAIRVIEW NO 2 1954.
 HY2466'
 HY2466'AZIMUTH MARK IS 140 FEET NORTH OF THE CENTER OF HIGHWAY 68, 34 FEET
 HY2466'NORTHWEST OF THE SOUTHWEST CORNER OF A BARN, 2 FEET WEST OF A FENCE
 HY2466'CORNER AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 HY2466'2 INCHES AND THE DISK IS STAMPED FAIRVIEW 1954.
 HY2466'
 HY2466'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 HY2466'HIGHWAY 165 IN FAIRVIEW, GO WEST ON HIGHWAY 68 FOR 1.85 MILES TO A
 HY2466'DRIVEWAY LEFT AND STATE HIGHWAY 1124 RIGHT, TURN LEFT AND GO SOUTH ON
 HY2466'DRIVEWAY FOR 0.05 MILE TO A FRAME HOUSE AND THE STATION SOUTH OF THE
 HY2466'HOUSE AS DESCRIBED.
 HY2466'
 HY2466'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON HIGHWAY 68 FOR
 HY2466'0.1 MILE TO THE MARK ON THE RIGHT NEAR BARN AS DESCRIBED.
 HY2466'
 HY2466'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1488 ***********************************************************************
 HB1488  DESIGNATION -  FAIRVIEW
 HB1488  PID         -  HB1488
 HB1488  STATE/COUNTY-  KY/CRITTENDEN
 HB1488  USGS QUAD   -  SALEM (1973)
 HB1488
 HB1488                         *CURRENT SURVEY CONTROL
 HB1488  ___________________________________________________________________
 HB1488* NAD 83(1993)-  37 15 29.66047(N)    088 11 11.20929(W)     ADJUSTED  
 HB1488* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 HB1488  ___________________________________________________________________
 HB1488  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 HB1488  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 HB1488
 HB1488  HORZ ORDER  -  SECOND
 HB1488
 HB1488.The horizontal coordinates were established by classical geodetic methods
 HB1488.and adjusted by the National Geodetic Survey in October 1999..
 HB1488
 HB1488.The orthometric height was scaled from a topographic map.
 HB1488
 HB1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1488
 HB1488.The geoid height was determined by GEOID03.
 HB1488
 HB1488;                    North         East     Units Scale Factor Converg.
 HB1488;SPC KY1Z     - 1,105,470.942 1,283,896.013   MT  0.99996274   -1 29 45.2
 HB1488;SPC KY1Z     - 3,626,865.92  4,212,248.84   sFT  0.99996274   -1 29 45.2
 HB1488;SPC KY S     -   605,427.014   283,898.975   MT  0.99994628   -1 28 39.4
 HB1488;SPC KY S     - 1,986,305.13    931,425.22   sFT  0.99994628   -1 28 39.4
 HB1488;UTM  16      - 4,124,179.819   394,790.660   MT  0.99973635   -0 43 06.1
 HB1488
 HB1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1488!SPC KY1Z     -   0.99996896  x   0.99996274  =   0.99993170
 HB1488!SPC KY S     -   0.99996896  x   0.99994628  =   0.99991524
 HB1488!UTM  16      -   0.99996896  x   0.99973635  =   0.99970531
 HB1488
 HB1488:                Primary Azimuth Mark                     Grid Az
 HB1488:SPC KY1Z     -  MARION MUNICIPAL TANK                    052 43 43.6
 HB1488:SPC KY S     -  MARION MUNICIPAL TANK                    052 42 37.8
 HB1488:UTM  16      -  MARION MUNICIPAL TANK                    051 57 04.5
 HB1488
 HB1488|---------------------------------------------------------------------|
 HB1488| PID    Reference Object                     Distance      Geod. Az  |
 HB1488|                                                           dddmmss.s |
 HB1488| HB1483 MARION MUNICIPAL TANK               APPROX.12.4 KM 0511358.4 |
 HB1488| CI4419 FAIRVIEW RM 1                        25.565 METERS 18754     |
 HB1488| CI4418 FAIRVIEW AZ MK                                     2352050.6 |
 HB1488| CI4420 FAIRVIEW RM 2                        24.311 METERS 23858     |
 HB1488|---------------------------------------------------------------------|
 HB1488
 HB1488                          SUPERSEDED SURVEY CONTROL
 HB1488
 HB1488  NAD 83(1993)-  37 15 29.66104(N)    088 11 11.20921(W) AD(       ) 2
 HB1488  NAD 83(1986)-  37 15 29.66836(N)    088 11 11.21192(W) AD(       ) 2
 HB1488  NAD 27      -  37 15 29.47369(N)    088 11 11.11592(W) AD(       ) 2
 HB1488
 HB1488.Superseded values are not recommended for survey control.
 HB1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1488.See file dsdata.txt to determine how the superseded data were derived.
 HB1488
 HB1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG9479124180(NAD 83)
 HB1488_MARKER: DS = TRIANGULATION STATION DISK
 HB1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1488
 HB1488  HISTORY     - Date     Condition        Report By
 HB1488  HISTORY     - 1957     MONUMENTED       CGS
 HB1488  HISTORY     - 1962     GOOD             CGS
 HB1488
 HB1488                          STATION DESCRIPTION
 HB1488
 HB1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1488'THE STATION IS ON A HIGH PROMINENT RIDGE ABOUT 7-1/2 MILES SOUTHWEST
 HB1488'OF MARION, 3 MILES EAST OF SALEM IN A BARNYARD OWNED BY MR. A.
 HB1488'BROWN.  IT IS 36 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A RED
 HB1488'BARN, 21 FEET WEST OF THE NORTHWEST CORNER OF THE BARN, 17 FT
 HB1488'SOUTHEAST OF A FENCE CORNER, 12 FEET SOUTHWEST OF A WHITE WITNESS
 HB1488'POST AND 11 FEET EAST OF A WIRE FENCE.  THE MARK IS FLUSH AND THE
 HB1488'DISK IS STAMPED FAIRVIEW 1957.
 HB1488'
 HB1488'TO REACH THE STATION FROM THE CHRISTIAN CHURCH IN SALEM, GO NORTHEAST
 HB1488'ON U.S. HIGHWAY 60 FOR 2.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 HB1488'AND GO SOUTHEAST ON THE GRAVEL ROAD FOR 2.25 MILES TO A SIDE ROAD
 HB1488'LEFT NEAR THE TOP OF A GRADE.  TURN LEFT AND GO NORTH ON THE GRAVELED
 HB1488'ROAD FOR 0.4 MILE TO A HOUSE ON THE RIGHT.  CONTINUE NORTH UP HILL ON
 HB1488'THE GRAVELED ROAD FOR 0.3 MILE TO A WIRE GATE ON THE RIGHT.  THIS
 HB1488'IS ABOUT 250 FEET BEFORE REACHING MR. BROWNS HOUSE.  TURN RIGHT
 HB1488'THROUGH GATE AND GO EAST ACROSS PASTURE FOR 0.05 MILE TO A WIRE GATE
 HB1488'ON THE LEFT AT BARNYARD.  TURN LEFT THROUGH GATE AND GO NORTH
 HB1488'ACROSS THE BARNYARD FOR 0.05 MILE TO THE RED BARN AND THE STATION.
 HB1488'
 HB1488'TO REACH THE AZIMUTH MARK FROM MR. BROWNS HOUSE, PACK SOUTHWEST
 HB1488'ACROSS YARD TO A SMALL RED SHED.  CONTINUE SOUTHWEST ACROSS THE
 HB1488'FIELD, KEEPING TO THE NORTH SIDE OF A WIRE FENCE FOR ABOUT 0.25 MILE
 HB1488'TO THE SOUTHWEST CORNER OF THE FIELD AND THE MARK.
 HB1488'
 HB1488'REFERENCE MARK 1 IS 56 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HB1488'RED BARN, 39 FEET SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF A
 HB1488'WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FAIRVIEW NO 1
 HB1488'1957.
 HB1488'
 HB1488'REFERENCE MARK 2 IS 85 FEET WEST OF THE SOUTHWEST CORNER OF THE RED
 HB1488'BARN AND 6 INCHES NORTH OF A WIRE FENCE.  THE MARK IS FLUSH AND THE
 HB1488'DISK IS STAMPED FAIRVIEW NO 2 1957.
 HB1488'
 HB1488'THE AZIMUTH MARK IS AT THE SOUTHWEST EDGE OF A CULTIVATED FIELD, 9
 HB1488'FEET NORTHEAST OF A 12 INCH MAPLE TREE, 5 FEET NORTHEAST OF A
 HB1488'WIRE FENCE AND 4 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 HB1488'PROJECTS 4 INCHES AND THE DISK IS STAMPED FAIRVIEW 1957.
 HB1488'
 HB1488'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HB1488
 HB1488                          STATION RECOVERY (1962)
 HB1488
 HB1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1488'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WAS RECOVERED
 HB1488'AND FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL
 HB1488'MARKS CHECKED.  THE ORIGINAL DESCRIPTION WAS FOUND TO BE ADEQUATE.
 HB1488'
 HB1488'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1496 ***********************************************************************
 HB1496  DESIGNATION -  FAIRVIEW
 HB1496  PID         -  HB1496
 HB1496  STATE/COUNTY-  KY/LYON
 HB1496  USGS QUAD   -  EDDYVILLE (1973)
 HB1496
 HB1496                         *CURRENT SURVEY CONTROL
 HB1496  ___________________________________________________________________
 HB1496* NAD 83(1993)-  37 05 58.23501(N)    088 03 37.87203(W)     ADJUSTED  
 HB1496* NAVD 88     -       170.9    (meters)     561.     (feet)  VERTCON   
 HB1496  ___________________________________________________________________
 HB1496  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 HB1496  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HB1496
 HB1496  HORZ ORDER  -  THIRD
 HB1496
 HB1496.The horizontal coordinates were established by classical geodetic methods
 HB1496.and adjusted by the National Geodetic Survey in December 1995..
 HB1496
 HB1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1496
 HB1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1496
 HB1496.The geoid height was determined by GEOID03.
 HB1496
 HB1496;                    North         East     Units Scale Factor Converg.
 HB1496;SPC KY1Z     - 1,087,576.704 1,294,626.843   MT  0.99999617   -1 25 06.8
 HB1496;SPC KY1Z     - 3,568,157.90  4,247,454.90   sFT  0.99999617   -1 25 06.8
 HB1496;SPC KY S     -   587,536.637   294,635.047   MT  0.99995374   -1 24 04.5
 HB1496;SPC KY S     - 1,927,609.78    966,648.48   sFT  0.99995374   -1 24 04.5
 HB1496;UTM  16      - 4,106,437.525   405,760.730   MT  0.99970940   -0 38 23.1
 HB1496
 HB1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1496!SPC KY1Z     -   0.99997773  x   0.99999617  =   0.99997390
 HB1496!SPC KY S     -   0.99997773  x   0.99995374  =   0.99993147
 HB1496!UTM  16      -   0.99997773  x   0.99970940  =   0.99968714
 HB1496
 HB1496:                Primary Azimuth Mark                     Grid Az
 HB1496:SPC KY1Z     -  FAIRVIEW AZ MK                           079 15 41.6
 HB1496:SPC KY S     -  FAIRVIEW AZ MK                           079 14 39.3
 HB1496:UTM  16      -  FAIRVIEW AZ MK                           078 28 57.9
 HB1496
 HB1496|---------------------------------------------------------------------|
 HB1496| PID    Reference Object                     Distance      Geod. Az  |
 HB1496|                                                           dddmmss.s |
 HB1496| CI4412 FAIRVIEW AZ MK                                     0775034.8 |
 HB1496| CI4413 FAIRVIEW AZ MK RESET                               0783831.0 |
 HB1496| CI4415 FAIRVIEW RM 2                        43.818 METERS 08250     |
 HB1496| CI4416 FAIRVIEW RM 3                        18.629 METERS 21926     |
 HB1496| CI4417 FAIRVIEW RM 4                        10.155 METERS 26037     |
 HB1496| HB1497 PTS 2 M USGS 1934                    14.740 METERS 27113     |
 HB1496| CI4414 FAIRVIEW RM 1                        31.044 METERS 29103     |
 HB1496|---------------------------------------------------------------------|
 HB1496
 HB1496                          SUPERSEDED SURVEY CONTROL
 HB1496
 HB1496  NAD 83(1986)-  37 05 58.24362(N)    088 03 37.87507(W) AD(       ) 3
 HB1496  NAD 27      -  37 05 58.05400(N)    088 03 37.80100(W) AD(       ) 3
 HB1496  NGVD 29 (07/19/86)  171.0    (m)          561.     (f) VERT ANG       
 HB1496
 HB1496.Superseded values are not recommended for survey control.
 HB1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1496.See file dsdata.txt to determine how the superseded data were derived.
 HB1496
 HB1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG0576106438(NAD 83)
 HB1496_MARKER: DS = TRIANGULATION STATION DISK
 HB1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1496_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1496
 HB1496  HISTORY     - Date     Condition        Report By
 HB1496  HISTORY     - 1934     MONUMENTED       CGS
 HB1496  HISTORY     - 1950     GOOD             CGS
 HB1496
 HB1496                          STATION DESCRIPTION
 HB1496
 HB1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HB1496'STATION IS ON THE PROPERTY OF THE FAIRVIEW CHURCH ABOUT 3-3/4 MILES A
 HB1496'LITTLE EAST OF NORTH OF EDDYVILLE AND 7-1/4 MILES SOUTH OF
 HB1496'FREDONIA, KY.  TO REACH FROM KUTTAWA GO NORTH ON MAIN STREET AND
 HB1496'GRAVEL ROAD FOR 4.15 MILES AND TURN RIGHT ONTO DIRT ACROSS ROAD.
 HB1496'GO 0.2 MILE TO CHURCH AND STATION ON RIGHT.  STATION IS 30 FEET EAST
 HB1496'OF THE NORTHEAST CORNER OF THE CHURCH, 7 YARD NORTHWEST OF A
 HB1496'12-INCH HICKORY TREE, 6-1/2 YARDS SOUTHWEST OF A 14-INCH OAK TREE, 8
 HB1496'YARDS SOUTH-SOUTHEAST OF A 10-INCH HICKORY TREE, AND 13 YARDS SOUTH
 HB1496'OF THE CENTER LINE OF ROAD.
 HB1496'
 HB1496'REFERENCE MARK NO. 1 IS NORTHWEST OF STATION, ACROSS ROAD AND 3 YARDS
 HB1496'NORTH OF THE CENTER LINE THEREOF, 20 YARDS WEST OF A 16-INCH
 HB1496'OAK TREE, AND 18 YARDS NORTH OF THE NORTHWEST CORNER OF THE CHURCH.
 HB1496'
 HB1496'REFERENCE MARK NO. 2 IS EAST OF STATION ALONG ROAD PAST STATION AND
 HB1496'15 FEET SOUTH OF THE CENTER LINE THEREOF, AT THE NORTHWEST CORNER
 HB1496'OF A CULTIVATED FIELD.
 HB1496'
 HB1496'AZIMUTH MARK IS EAST OF STATION ALONG ROAD PAST STATION AND 11 FEET
 HB1496'NORTH OF THE CENTER LINE THEREOF, 1 FOOT SOUTH OF FENCE LINE,
 HB1496'0.25 MILE BY ROAD FROM STATION.
 HB1496'
 HB1496'U.S.G.S. MARK IS WEST-NORTHWEST OF STATION AND 2 FEET NORTHEAST OF
 HB1496'THE NORTHEAST CORNER OF CHURCH.  IT IS STAMPED PT. STA. NO. 2
 HB1496'AND PROTRUDES ABOUT 8 INCHES ABOVE THE SURFACE.
 HB1496'
 HB1496'NOTE - A 90-FOOT TOWER WILL CLEAR ALL LINES.
 HB1496'
 HB1496'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HB1496
 HB1496                          STATION RECOVERY (1950)
 HB1496
 HB1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HB1496'STATION WAS RECOVERED AS DESCRIBED AND ONLY THE STATION MARK WAS
 HB1496'RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 AND THE
 HB1496'AZIMUTH MARK WERE DESTROYED DUE TO ROAD CONSTRUCTION.  THE DISK OF
 HB1496'THE U.S.G.S. MARK WAS REMOVED BY THE HIGHWAY MEN AND ONLY
 HB1496'THE POST REMAINED.  REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH MARK
 HB1496'WERE ESTABLISHED BY THIS PARTY USING THE S GABLE ON THE HOUSE
 HB1496'TO THE N AND DRILL HOLE IN THE OLD U.S.G.S. POST FOR A TIE.  A
 HB1496'COMPLETE NEW DESCRIPTION FOLLOWS -
 HB1496'
 HB1496'STATION IS LOCATED ON THE PROPERTY OF THE FAIRVIEW METHODIST CHURCH
 HB1496'ABOUT 4 MI. E OF KUTTAWA.  IT IS 84 FT. S OF THE CENTER OF THE
 HB1496'ROAD, 45 FT. NE OF THE SE CORNER OF THE CHURCH, AND 34 FT. E OF THE
 HB1496'NE CORNER OF THE CHURCH.  THE MARK PROJECTS ABOUT 10 IN. AND THE
 HB1496'DISK IS STAMPED FAIRVIEW 1934.  STATION MARKS ARE STANDARD STATION
 HB1496'DISKS SET IN CONCRETE.
 HB1496'
 HB1496'REFERENCE MARK 3 IS SET FLUSH IN A DRILL HOLE IN THE MOST S CORNER OF
 HB1496'BASE OF THE WELL AND THE DISK IS STAMPED FAIRVIEW NO 3
 HB1496'1950.
 HB1496'
 HB1496'REFERENCE MARK 4 IS AT THE NE CORNER OF THE CHURCH.  THE MARK IS A
 HB1496'6-IN. CAST-IRON PIPE WITH A DISK CEMENTED IN THE TOP STAMPED
 HB1496'FAIRVIEW NO 4 1950.
 HB1496'
 HB1496'AZIMUTH MARK IS 0.25 MI. E OF THE STATION, IN THE W END OF A CULVERT
 HB1496'ON THE S SIDE OF THE ROAD.  IT IS 40 FT. W OF A DRIVEWAY LEADING
 HB1496'TO A WHITE HOUSE AND 24 FT. S OF THE CENTER OF THE ROAD.  THE DISK IS
 HB1496'SET IN A DRILL HOLE FLUSH WITH THE TOP OF THE
 HB1496'CULVERT AND STAMPED FAIRVIEW 1934 RESET 1950.
 HB1496'
 HB1496'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 HB1496'HIGHWAY 93 IN THE E END OF KUTTAWA, GO E ON HIGHWAY 93 FOR
 HB1496'3.7 MI. TO WHERE THE HIGHWAY TURNS N AND A NEW ROAD STRAIGHT AHEAD,
 HB1496'CONTINUE STRAIGHT AHEAD FOR 0.3 MI. TO THE FAIRVIEW METHODIST
 HB1496'CHURCH ON THE RIGHT AND STATION AS DESCRIBED.  CONTINUE E FOR 0.25
 HB1496'MI. TO A CULVERT AND A DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK AS
 HB1496'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2498 ***********************************************************************
 GC2498  DESIGNATION -  FAIRVIEW JEFFERSON DAVIS MON
 GC2498  PID         -  GC2498
 GC2498  STATE/COUNTY-  KY/TODD
 GC2498  USGS QUAD   -  PEMBROKE (1981)
 GC2498
 GC2498                         *CURRENT SURVEY CONTROL
 GC2498  ___________________________________________________________________
 GC2498* NAD 83(1993)-  36 50 31.43472(N)    087 18 00.95283(W)     ADJUSTED  
 GC2498* NAVD 88     -                                                        
 GC2498  ___________________________________________________________________
 GC2498  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GC2498  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2498
 GC2498  HORZ ORDER  -  THIRD
 GC2498
 GC2498.The horizontal coordinates were established by classical geodetic methods
 GC2498.and adjusted by the National Geodetic Survey in December 1995..
 GC2498
 GC2498
 GC2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2498
 GC2498.The geoid height was determined by GEOID03.
 GC2498
 GC2498;                    North         East     Units Scale Factor Converg.
 GC2498;SPC KY1Z     - 1,057,611.476 1,361,720.642   MT  1.00006646   -0 57 06.5
 GC2498;SPC KY1Z     - 3,469,846.98  4,467,578.47   sFT  1.00006646   -0 57 06.5
 GC2498;SPC KY S     -   557,590.254   361,732.160   MT  0.99998204   -0 56 24.6
 GC2498;SPC KY S     - 1,829,360.69  1,186,782.93   sFT  0.99998204   -0 56 24.6
 GC2498;UTM  16      - 4,077,394.446   473,228.441   MT  0.99960883   -0 10 48.2
 GC2498
 GC2498                          SUPERSEDED SURVEY CONTROL
 GC2498
 GC2498  NAD 83(1986)-  36 50 31.44433(N)    087 18 00.95690(W) AD(       ) 4
 GC2498  NAD 27      -  36 50 31.29500(N)    087 18 00.95300(W) AD(       ) 3
 GC2498
 GC2498.Superseded values are not recommended for survey control.
 GC2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2498.See file dsdata.txt to determine how the superseded data were derived.
 GC2498
 GC2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7322877394(NAD 83)
 GC2498_MARKER: 70 = MONUMENT
 GC2498
 GC2498  HISTORY     - Date     Condition        Report By
 GC2498  HISTORY     - 1930     FIRST OBSERVED   CGS
 GC2498
 GC2498                          STATION DESCRIPTION
 GC2498
 GC2498'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2294 ***********************************************************************
 HY2294  DESIGNATION -  FALLSBURG
 HY2294  PID         -  HY2294
 HY2294  STATE/COUNTY-  KY/LAWRENCE
 HY2294  USGS QUAD   -  FALLSBURG (1993)
 HY2294
 HY2294                         *CURRENT SURVEY CONTROL
 HY2294  ___________________________________________________________________
 HY2294* NAD 83(1993)-  38 08 29.00200(N)    082 39 28.76807(W)     ADJUSTED  
 HY2294* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 HY2294  ___________________________________________________________________
 HY2294  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 HY2294  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY2294
 HY2294  HORZ ORDER  -  THIRD
 HY2294
 HY2294.The horizontal coordinates were established by classical geodetic methods
 HY2294.and adjusted by the National Geodetic Survey in December 1995..
 HY2294
 HY2294.The orthometric height was scaled from a topographic map.
 HY2294
 HY2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2294
 HY2294.The geoid height was determined by GEOID03.
 HY2294
 HY2294;                    North         East     Units Scale Factor Converg.
 HY2294;SPC KY1Z     - 1,205,153.088 1,770,984.037   MT  0.99991560   +1 53 54.1
 HY2294;SPC KY1Z     - 3,953,906.42  5,810,303.46   sFT  0.99991560   +1 53 54.1
 HY2294;SPC KY N     -    72,398.039   639,551.166   MT  0.99997816   +0 59 25.2
 HY2294;SPC KY N     -   237,525.90  2,098,260.78   sFT  0.99997816   +0 59 25.2
 HY2294;SPC WV S     -   127,980.744   454,673.110   MT  0.99992596   -1 01 29.9
 HY2294;UTM  17      - 4,222,801.186   354,707.877   MT  0.99985999   -1 01 27.0
 HY2294
 HY2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2294!SPC KY1Z     -   0.99995716  x   0.99991560  =   0.99987276
 HY2294!SPC KY N     -   0.99995716  x   0.99997816  =   0.99993532
 HY2294!SPC WV S     -   0.99995716  x   0.99992596  =   0.99988312
 HY2294!UTM  17      -   0.99995716  x   0.99985999  =   0.99981715
 HY2294
 HY2294|---------------------------------------------------------------------|
 HY2294| PID    Reference Object                     Distance      Geod. Az  |
 HY2294|                                                           dddmmss.s |
 HY2294| DB9311 FALLSBURG RM 1                        9.332 METERS 14049     |
 HY2294| DB9310 FALLSBURG AZ MK                                    1575922.5 |
 HY2294| DB9312 FALLSBURG RM 2                       20.418 METERS 22114     |
 HY2294|---------------------------------------------------------------------|
 HY2294
 HY2294                          SUPERSEDED SURVEY CONTROL
 HY2294
 HY2294  NAD 83(1986)-  38 08 29.00807(N)    082 39 28.77228(W) AD(       ) 3
 HY2294  NAD 27      -  38 08 28.69400(N)    082 39 29.20700(W) AD(       ) 3
 HY2294
 HY2294.Superseded values are not recommended for survey control.
 HY2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2294.See file dsdata.txt to determine how the superseded data were derived.
 HY2294
 HY2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC5470822801(NAD 83)
 HY2294_MARKER: DS = TRIANGULATION STATION DISK
 HY2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2294
 HY2294  HISTORY     - Date     Condition        Report By
 HY2294  HISTORY     - 1949     MONUMENTED       CGS
 HY2294  HISTORY     - 1963     GOOD             CGS
 HY2294  HISTORY     - 20050627 GOOD             INDIV
 HY2294
 HY2294                          STATION DESCRIPTION
 HY2294
 HY2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2294'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF LOUISA AND 1 MILE
 HY2294'SOUTHEAST OF FALLSBURG ON PROPERTY OWNED BY ARTHUR BLANKENSHIP.  IT
 HY2294'IS 29 FEET NORTHEAST OF A 12 INCH OAK TREE, 17 FEET SOUTHWEST OF AN 8
 HY2294'INCH OAK TREE AND A FENCE CORNER, 5 FEET NORTHEAST OF A FENCE LINE
 HY2294'AND 5 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 HY2294'ABOUT 4 INCHES AND THE DISK IS STAMPED FALLSBURG 1949.
 HY2294'
 HY2294'REFERENCE MARK NO.1 IS 38 FEET EAST OF A 12 INCH OAK TREE AND 28 FEET
 HY2294'SOUTH OF THE 8 INCH OAK TREE AND FENCE CORNER.  THE DISK IS SET
 HY2294'FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED
 HY2294'FALLSBURG NO 1 1949.
 HY2294'
 HY2294'REFERENCE MARK NO.2 IS 37 FEET SOUTHWEST OF A 12 INCH OAK TREE AND 17
 HY2294'FEET EAST OF A FENCE LINE.  THE DISK IS SET FLUSH IN A DRILL HOLE IN
 HY2294'OUTCROPPING BEDROCK AND IS STAMPED FALLSBURG NO 2 1949.
 HY2294'
 HY2294'THE AZIMUTH MARK IS 16 FEET EAST OF THE CENTER OF A DIRT ROAD, 3 FEET
 HY2294'SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.
 HY2294'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED FALLSBURG
 HY2294'1949.
 HY2294'
 HY2294'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND U.S.
 HY2294'HIGHWAY 23 IN LOUISA GO NORTH AND WEST ON HIGHWAY 23 FOR 1.8 MILES TO
 HY2294'THE TOP OF A HILL AND A T ROAD RIGHT, TURN RIGHT AND GO EAST AND
 HY2294'NORTH ON DIRT ROAD FOR 0.4 MILE TO THE CREST OF A RIDGE AND THE
 HY2294'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE NORTH AND WEST ON
 HY2294'DIRT ROAD FOR 0.5 MILE TO A FORK, TAKE LEFT FORK AND FOLLOW DIM
 HY2294'TRACK ROAD NORTHWESTERLY ALONG FENCE LINE FOR ABOUT 0.3 MILE TO THE
 HY2294'HIGHEST POINT OF HILL AND STATION AS DESCRIBED.
 HY2294'
 HY2294'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HY2294
 HY2294                          STATION RECOVERY (1963)
 HY2294
 HY2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HY2294'STATION MARK FALLSBURG 1949 PINPOINTED STATION BY VISUAL
 HY2294'OBSERVATIONS.
 HY2294
 HY2294                          STATION RECOVERY (2005)
 HY2294
 HY2294'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JN)
 HY2294'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0040 ***********************************************************************
 HZ0040  DESIGNATION -  FALMOUTH
 HZ0040  PID         -  HZ0040
 HZ0040  STATE/COUNTY-  KY/PENDLETON
 HZ0040  USGS QUAD   -  FALMOUTH (1987)
 HZ0040
 HZ0040                         *CURRENT SURVEY CONTROL
 HZ0040  ___________________________________________________________________
 HZ0040* NAD 83(1986)-  38 40 38.     (N)    084 19 52.     (W)     SCALED    
 HZ0040* NAVD 88     -       169.870  (meters)     557.32   (feet)  ADJUSTED  
 HZ0040  ___________________________________________________________________
 HZ0040  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 HZ0040  DYNAMIC HT  -         169.755 (meters)     556.94  (feet)  COMP
 HZ0040  MODELED GRAV-     979,953.4   (mgal)                       NAVD 88
 HZ0040
 HZ0040  VERT ORDER  -  SECOND    CLASS 0
 HZ0040
 HZ0040.The horizontal coordinates were scaled from a topographic map and have
 HZ0040.an estimated accuracy of +/- 6 seconds.
 HZ0040
 HZ0040.The orthometric height was determined by differential leveling
 HZ0040.and adjusted by the National Geodetic Survey in June 1991..
 HZ0040
 HZ0040.The geoid height was determined by GEOID03.
 HZ0040
 HZ0040.The dynamic height is computed by dividing the NAVD 88
 HZ0040.geopotential number by the normal gravity value computed on the
 HZ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0040.degrees latitude (g = 980.6199 gals.).
 HZ0040
 HZ0040.The modeled gravity was interpolated from observed gravity values.
 HZ0040
 HZ0040;                    North         East    Units  Estimated Accuracy
 HZ0040;SPC KY1Z     - 1,261,080.    1,623,470.      MT  (+/- 180 meters Scaled)
 HZ0040
 HZ0040                          SUPERSEDED SURVEY CONTROL
 HZ0040
 HZ0040  NGVD 29 (??/??/92)  170.106  (m)          558.09   (f) ADJ UNCH    2 0
 HZ0040
 HZ0040.Superseded values are not recommended for survey control.
 HZ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0040.See file dsdata.txt to determine how the superseded data were derived.
 HZ0040
 HZ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH321843(NAD 83)
 HZ0040_MARKER: DB = BENCH MARK DISK
 HZ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0040_STAMPING: FALMOUTH 1935 558.089
 HZ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0040+STABILITY: SURFACE MOTION
 HZ0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0040+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 HZ0040
 HZ0040  HISTORY     - Date     Condition        Report By
 HZ0040  HISTORY     - 1935     MONUMENTED       CGS
 HZ0040  HISTORY     - 1955     POOR             NGS
 HZ0040  HISTORY     - 20040324 GOOD             KYDT
 HZ0040
 HZ0040                          STATION DESCRIPTION
 HZ0040
 HZ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0040'AT FALMOUTH.
 HZ0040'AT THE NORTHWEST CORNER OF POST OFFICE AT FALMOUTH, 30.8 FEET
 HZ0040'WEST OF THE NORTHWEST CORNER BUILDING, 29.5 FEET SOUTH OF THE
 HZ0040'CENTER LINE OF SHELBY STREET, 2.9 FEET SOUTH OF THE SOUTH EDGE
 HZ0040'OF SIDEWALK, AND ABOUT LEVEL WITH THE SIDEWALK.
 HZ0040
 HZ0040                          STATION RECOVERY (2004)
 HZ0040
 HZ0040'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HZ0040'MARK IS 17.85 FEET SOUTHEAST OF A POWER POLE WITH 3 TRANSFORMERS,
 HZ0040'13.35 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A 2 STORY FRAME
 HZ0040'BUILDING, 1.3 FEET NORTHWEST OF THE NORTHWEST CURB OF BLACKTOP DRIVE
 HZ0040'AROUND POST OFFICE AND BURIED ONE INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2376 ***********************************************************************
 HY2376  DESIGNATION -  FAN
 HY2376  PID         -  HY2376
 HY2376  STATE/COUNTY-  KY/ELLIOTT
 HY2376  USGS QUAD   -  ISONVILLE (1978)
 HY2376
 HY2376                         *CURRENT SURVEY CONTROL
 HY2376  ___________________________________________________________________
 HY2376* NAD 83(1993)-  38 03 56.39066(N)    083 04 35.60997(W)     ADJUSTED  
 HY2376* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 HY2376  ___________________________________________________________________
 HY2376  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HY2376  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY2376
 HY2376  HORZ ORDER  -  THIRD
 HY2376
 HY2376.The horizontal coordinates were established by classical geodetic methods
 HY2376.and adjusted by the National Geodetic Survey in December 1995..
 HY2376
 HY2376.The orthometric height was scaled from a topographic map.
 HY2376
 HY2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2376
 HY2376.The geoid height was determined by GEOID03.
 HY2376
 HY2376;                    North         East     Units Scale Factor Converg.
 HY2376;SPC KY1Z     - 1,195,618.690 1,734,552.320   MT  0.99991038   +1 38 29.0
 HY2376;SPC KY1Z     - 3,922,625.65  5,690,777.07   sFT  0.99991038   +1 38 29.0
 HY2376;SPC KY N     -    63,442.654   602,970.126   MT  0.99998650   +0 43 47.9
 HY2376;SPC KY N     -   208,144.77  1,978,244.49   sFT  0.99998650   +0 43 47.9
 HY2376;UTM  17      - 4,215,136.439   317,836.756   MT  1.00000870   -1 16 50.5
 HY2376
 HY2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2376!SPC KY1Z     -   0.99994785  x   0.99991038  =   0.99985824
 HY2376!SPC KY N     -   0.99994785  x   0.99998650  =   0.99993435
 HY2376!UTM  17      -   0.99994785  x   1.00000870  =   0.99995655
 HY2376
 HY2376|---------------------------------------------------------------------|
 HY2376| PID    Reference Object                     Distance      Geod. Az  |
 HY2376|                                                           dddmmss.s |
 HY2376| DB9317 FAN RM 1                             17.305 METERS 14627     |
 HY2376| DB9318 FAN RM 2                             15.424 METERS 25631     |
 HY2376| DB9316 FAN AZ MK                                          2862706.9 |
 HY2376|---------------------------------------------------------------------|
 HY2376
 HY2376                          SUPERSEDED SURVEY CONTROL
 HY2376
 HY2376  NAD 83(1986)-  38 03 56.39676(N)    083 04 35.61480(W) AD(       ) 3
 HY2376  NAD 27      -  38 03 56.08730(N)    083 04 36.00470(W) AD(       ) 3
 HY2376
 HY2376.Superseded values are not recommended for survey control.
 HY2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2376.See file dsdata.txt to determine how the superseded data were derived.
 HY2376
 HY2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC1783715136(NAD 83)
 HY2376_MARKER: DS = TRIANGULATION STATION DISK
 HY2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2376
 HY2376  HISTORY     - Date     Condition        Report By
 HY2376  HISTORY     - 1949     MONUMENTED       CGS
 HY2376
 HY2376                          STATION DESCRIPTION
 HY2376
 HY2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2376'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF SANDY HOOK AND 1
 HY2376'MILE EAST OF THE FANNIN POSTOFFICE ON PROPERTY OWNED BY O.D.
 HY2376'HUTCHINSON.  IT IS 26 FEET WEST OF A 10 INCH HICKORY TREE, 23 FEET
 HY2376'SOUTHEAST OF A 24 INCH OAK TREE, 17 FEET WEST OF THE CENTER OF A
 HY2376'WOODS ROAD AND 5 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 HY2376'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED FAN 1949.
 HY2376'
 HY2376'REFERNECE MARK NO.1 IS 11 FEET SOUTHWEST OF A 10 INCH HICKORY TREE
 HY2376'AND 7 FEET EAST OF THE CENTER OF A WOODS ROAD.  THE MARK PROJECTS
 HY2376'ABOUT 8 INCHES AND THE DISK IS STAMPED FAN NO 1 1949.
 HY2376'
 HY2376'REFERENCE MARK NO.2 IS 39 FEET SOUTHWEST OF A 24 INCH OAK TREE AND 16
 HY2376'FEET NORTH OF A 14 INCH OAK TREE.  THE MARK PROJECTS ABOUT 6 INCHES
 HY2376'AND THE DISK IS STAMPED FAN NO 2 1949.
 HY2376'
 HY2376'THE AZIMUTH MARK IS 31 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 HY2376'32 AND 3 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 HY2376'ABOUT 4 INCHES AND THE DISK IS STAMPED FAN 1949.
 HY2376'
 HY2376'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 32 IN
 HY2376'THE TOWN OF SANDY HOOK, GO SOUTH AND EAST ON HIGHWAY 32 FOR 3.45 TO
 HY2376'A S CURVE AND THE AZIMUTH MARK ON THE LEFT AT THE TOP OF HIGHWAY
 HY2376'CUT, CONTINUE EAST ON HIGHWAY 32 FOR 0.55 MILE TO A T ROAD RIGHT,
 HY2376'TURN RIGHT AND GO SOUTH ON WOODS ROAD FOR 0.15 TO THE HIGHEST POINT
 HY2376'OF HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 HY2376'
 HY2376'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2293 ***********************************************************************
 HY2293  DESIGNATION -  FANNIN
 HY2293  PID         -  HY2293
 HY2293  STATE/COUNTY-  KY/LAWRENCE
 HY2293  USGS QUAD   -  FALLSBURG (1993)
 HY2293
 HY2293                         *CURRENT SURVEY CONTROL
 HY2293  ___________________________________________________________________
 HY2293* NAD 83(1993)-  38 14 32.16984(N)    082 40 39.62229(W)     ADJUSTED  
 HY2293* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 HY2293  ___________________________________________________________________
 HY2293  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 HY2293  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HY2293
 HY2293  HORZ ORDER  -  FIRST
 HY2293
 HY2293.The horizontal coordinates were established by classical geodetic methods
 HY2293.and adjusted by the National Geodetic Survey in December 1995..
 HY2293
 HY2293.The orthometric height was scaled from a topographic map.
 HY2293
 HY2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2293
 HY2293.The geoid height was determined by GEOID03.
 HY2293
 HY2293;                    North         East     Units Scale Factor Converg.
 HY2293;SPC KY1Z     - 1,216,286.844 1,768,891.200   MT  0.99992527   +1 53 10.6
 HY2293;SPC KY1Z     - 3,990,434.42  5,803,437.21   sFT  0.99992527   +1 53 10.6
 HY2293;SPC KY N     -    83,564.163   637,634.947   MT  0.99996975   +0 58 41.1
 HY2293;SPC KY N     -   274,160.09  2,091,973.99   sFT  0.99996975   +0 58 41.1
 HY2293;SPC WV S     -   139,206.809   453,150.814   MT  0.99992619   -1 02 13.7
 HY2293;UTM  17      - 4,234,026.553   353,185.746   MT  0.99986546   -1 02 19.1
 HY2293
 HY2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2293!SPC KY1Z     -   0.99995591  x   0.99992527  =   0.99988118
 HY2293!SPC KY N     -   0.99995591  x   0.99996975  =   0.99992566
 HY2293!SPC WV S     -   0.99995591  x   0.99992619  =   0.99988210
 HY2293!UTM  17      -   0.99995591  x   0.99986546  =   0.99982137
 HY2293
 HY2293|---------------------------------------------------------------------|
 HY2293| PID    Reference Object                     Distance      Geod. Az  |
 HY2293|                                                           dddmmss.s |
 HY2293| DB9320 FANNIN RM 1                          54.331 METERS 02810     |
 HY2293| DB9321 FANNIN RM 2                          54.852 METERS 13326     |
 HY2293| DB9319 FANNIN AZ MK                                       3135654.3 |
 HY2293|---------------------------------------------------------------------|
 HY2293
 HY2293                          SUPERSEDED SURVEY CONTROL
 HY2293
 HY2293  NAD 83(1986)-  38 14 32.17583(N)    082 40 39.62600(W) AD(       ) 1
 HY2293  NAD 27      -  38 14 31.87500(N)    082 40 40.05600(W) AD(       ) 1
 HY2293
 HY2293.Superseded values are not recommended for survey control.
 HY2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2293.See file dsdata.txt to determine how the superseded data were derived.
 HY2293
 HY2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC5318634027(NAD 83)
 HY2293_MARKER: DS = TRIANGULATION STATION DISK
 HY2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2293_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2293
 HY2293  HISTORY     - Date     Condition        Report By
 HY2293  HISTORY     - 1934     MONUMENTED       CGS
 HY2293  HISTORY     - 1942     GOOD             CGS
 HY2293  HISTORY     - 1949     GOOD             CGS
 HY2293
 HY2293                          STATION DESCRIPTION
 HY2293
 HY2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HY2293'STATION IS ON THE TOP OF A CLEARED KNOB, AT THE HEAD OF BRUSHY FORK
 HY2293'OF BEAR CREEK, ON THE PROPERTY OF MR. C.H. FANNIN, ABOUT 3-1/2 MILES
 HY2293'W OF BUCHANAN, ON THE CHESAPEAKE AND OHIO RAILWAY, AND 5 MILES N OF
 HY2293'FALLSBURG.
 HY2293'
 HY2293'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HY2293'DISKS SET IN CONCRETE.
 HY2293'
 HY2293'STATION IS AT THE EASTERN EXTREMITY OF RIDGE, 190 FEET NW OF A 30
 HY2293'INCH TWIN OAK, ABOUT 325 FEET NNW OF BARN.
 HY2293'
 HY2293'REFERENCE MARK NO.1 IS NE OF THE STATION ON DOWNWARD SLOPE OF RIDGE,
 HY2293'9 FEET SSE OF AN 18 INCH APPLE TREE.
 HY2293'
 HY2293'REFERENCE MARK NO.2 IS SE OF THE STATION ON DOWNWARD SLOPE OF RIDGE,
 HY2293'10 FEET N OF A 30 INCH TWIN OAK.
 HY2293'
 HY2293'THE AZIMUTH MARK IS ABOUT 0.5 MILE NNW OF THE STATION IN PASTURE, 2
 HY2293'FEET S OF AN E AND W FENCE LINE, 27 FEET NE OF A 10 INCH OAK, AND 13
 HY2293'FEET W OF A 10 INCH OAK.
 HY2293'
 HY2293'TO REACH FROM THE MAIN CORNER AT CATLETTSBURG, TAKE STATE HIGHWAY 23
 HY2293'S FOR 18.2 MILES OR 1.4 MILES BEYOND THE CROSSING OF THE BOYD
 HY2293'LAWRENCE COUNTY LINE, THIS POINT IS 10.0 MILES N ALONG STATE
 HY2293'HIGHWAY 23 FROM FALLSBURG.  TURN LEFT (SE) ON DIRT ROAD, FOLLOW
 HY2293'0.7 MILE AND TAKE LEFT FORK UP HILL AT THE HOME OF BASCOMB FANNIN.
 HY2293'PROCEED 0.3 MILE, KEEP RIGHT FORK AT TOP OF GRADE.  CONTINUE 0.25
 HY2293'MILE AND TURN LEFT THROUGH GATE.  PROCEED ALONG TOP OF RIDGE ABOUT
 HY2293'0.2 MILE TO STATION.
 HY2293'
 HY2293'ALL STATIONS CAN BE SEEN FROM THE GROUND EXCEPT WILLIAMS, FOR WHICH A
 HY2293'25 FOOT TOWER IS NECESSARY.
 HY2293
 HY2293                          STATION RECOVERY (1942)
 HY2293
 HY2293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (USE)
 HY2293'STATION, AZIMUTH MARK AND REFERENCE MARKS NOS. 1 AND 2 FOUND TO BE IN
 HY2293'GOOD CONDITION.
 HY2293
 HY2293                          STATION RECOVERY (1949)
 HY2293
 HY2293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2293'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN VERY
 HY2293'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED
 HY2293'AND FOUND TO BE CORRECT.  A DIFFERENCE WAS FOUND IN THE DIRECTION TO
 HY2293'ALL MARKS AS SHOWN BELOW.
 HY2293'
 HY2293'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1633 ***********************************************************************
 HA1633  DESIGNATION -  FARIS
 HA1633  PID         -  HA1633
 HA1633  STATE/COUNTY-  KY/CHRISTIAN
 HA1633  USGS QUAD   -  DAWSON SPRINGS SW (1967)
 HA1633
 HA1633                         *CURRENT SURVEY CONTROL
 HA1633  ___________________________________________________________________
 HA1633* NAD 83(1993)-  37 03 34.07761(N)    087 41 00.66502(W)     ADJUSTED  
 HA1633* NAVD 88     -       238.69   (+/-2cm)     783.1    (feet)  VERTCON   
 HA1633  ___________________________________________________________________
 HA1633  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 HA1633  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 HA1633
 HA1633  HORZ ORDER  -  FIRST
 HA1633  VERT ORDER  -  THIRD ? (See Below)
 HA1633
 HA1633.The horizontal coordinates were established by classical geodetic methods
 HA1633.and adjusted by the National Geodetic Survey in December 1995..
 HA1633
 HA1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1633.The vertical order pertains to the NGVD 29 superseded value.
 HA1633
 HA1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1633
 HA1633.The geoid height was determined by GEOID03.
 HA1633
 HA1633;                    North         East     Units Scale Factor Converg.
 HA1633;SPC KY1Z     - 1,082,371.643 1,328,039.752   MT  1.00000580   -1 11 13.6
 HA1633;SPC KY1Z     - 3,551,080.97  4,357,077.09   sFT  1.00000580   -1 11 13.6
 HA1633;SPC KY S     -   582,341.092   328,047.874   MT  0.99995683   -1 10 21.4
 HA1633;SPC KY S     - 1,910,564.07  1,076,270.40   sFT  0.99995683   -1 10 21.4
 HA1633;UTM  16      - 4,101,687.613   439,230.247   MT  0.99964549   -0 24 42.9
 HA1633
 HA1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1633!SPC KY1Z     -   0.99996715  x   1.00000580  =   0.99997295
 HA1633!SPC KY S     -   0.99996715  x   0.99995683  =   0.99992399
 HA1633!UTM  16      -   0.99996715  x   0.99964549  =   0.99961266
 HA1633
 HA1633:                Primary Azimuth Mark                     Grid Az
 HA1633:SPC KY1Z     -  OUTWOOD VETERANS HOSP TANK               013 30 55.7
 HA1633:SPC KY S     -  OUTWOOD VETERANS HOSP TANK               013 30 03.5
 HA1633:UTM  16      -  OUTWOOD VETERANS HOSP TANK               012 44 25.0
 HA1633
 HA1633|---------------------------------------------------------------------|
 HA1633| PID    Reference Object                     Distance      Geod. Az  |
 HA1633|                                                           dddmmss.s |
 HA1633| HA1639 OUTWOOD VETERANS HOSP TANK          APPROX. 9.2 KM 0121942.1 |
 HA1633| HA1638 OUTWOOD VETERANS HOSP SMOKESTK      APPROX. 9.2 KM 0123316.6 |
 HA1633| CG8635 FARIS RM 1                           31.056 METERS 06344     |
 HA1633| CG8636 FARIS RM 2                           67.202 METERS 13302     |
 HA1633| HA1634 PENNYRILE LOOKOUT TOWER             APPROX. 2.7 KM 1490315.4 |
 HA1633| CG8634 FARIS AZ MK                                        1520629.4 |
 HA1633| HA1643 CLAXTON RADIO STA KIY 28 TOWER      APPROX.10.9 KM 3020255.5 |
 HA1633|---------------------------------------------------------------------|
 HA1633
 HA1633                          SUPERSEDED SURVEY CONTROL
 HA1633
 HA1633  NAD 83(1986)-  37 03 34.08679(N)    087 41 00.66816(W) AD(       ) 1
 HA1633  NAD 27      -  37 03 33.91720(N)    087 41 00.64050(W) AD(       ) 1
 HA1633  NGVD 29 (07/19/86)  238.76   (m)          783.3    (f) LEVELING    3  
 HA1633
 HA1633.Superseded values are not recommended for survey control.
 HA1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1633.See file dsdata.txt to determine how the superseded data were derived.
 HA1633
 HA1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3923001688(NAD 83)
 HA1633_MARKER: DS = TRIANGULATION STATION DISK
 HA1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1633
 HA1633  HISTORY     - Date     Condition        Report By
 HA1633  HISTORY     - 1930     MONUMENTED       CGS
 HA1633  HISTORY     - 1932     GOOD             CGS
 HA1633  HISTORY     - 1934     GOOD             CGS
 HA1633  HISTORY     - 1936     GOOD             USGS
 HA1633  HISTORY     - 1962     GOOD             CGS
 HA1633
 HA1633                          STATION DESCRIPTION
 HA1633
 HA1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HA1633'ABOUT 12 MILES SOUTHEAST OF PRINCETON, 8 MILES SOUTH OF DAWSON
 HA1633'SPRINGS, AND 18 MILES
 HA1633'NORTHWEST OF HOPKINSVILLE, ON THE HIGHEST POINT OF A LONG RIDGE ABOUT
 HA1633'1/4 MILE SOUTHEAST OF WOODS CHAPEL AND SCHOOL, ON LAND OWNED BY
 HA1633'CLARENCE FARIS.
 HA1633'
 HA1633'FROM PRINCETON TAKE HOPKINSVILLE PIKE 13 MI TO MITCHELL SCHOOL ON N
 HA1633'SIDE OF RD, A SMALL WHITE, WOOD BUILDING.  TURN NORTHEAST
 HA1633'OF SCHOOL AND PROCEED IN NORTHERLY DIRECTION 4.1 MILES TO STATION.
 HA1633'STATION IS SOUTH OF ROAD JUST WEST OF A SQUARE LEFT TURN, DISTANCE
 HA1633'47 FEET FROM NORTH AND 139 FEET FROM EAST ROAD, AND ABOUT 1/8 MILE
 HA1633'NORTHWEST OF THE FARIS HOUSE.  A VACANT HOUSE STANDS ABOUT 40
 HA1633'METERS NORTHEAST OF STATION, ACROSS ROAD.
 HA1633'
 HA1633'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HA1633'SET IN CONCRETE.
 HA1633'
 HA1633'REFERENCE MARK NO. 1 IS EAST OF STATION ABOUT 6 METERS WEST OF
 HA1633'10-INCH OAK AND 4 METERS SOUTH OF ROAD.
 HA1633'
 HA1633'REFERENCE MARK NO. 2 IS ABOUT 150 METERS SOUTHEAST OF STATION, 4
 HA1633'METERS WEST OF ROAD AND ABOUT 36 METERS NORTH OF THE FARIS HOUSE.
 HA1633'
 HA1633'HEIGHT OF SIGNAL ABOVE STATION MARK-19 METERS.
 HA1633
 HA1633                          STATION RECOVERY (1932)
 HA1633
 HA1633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RGA)
 HA1633'RECOVERED AS DESCRIBED.
 HA1633
 HA1633                          STATION RECOVERY (1934)
 HA1633
 HA1633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1633'STATION WAS RECOVERED AS DESCRIBED AND STATION MARK AND TWO
 HA1633'REFERENCE MARKS
 HA1633'WERE FOUND IN EXCELLENT CONDITION.  ON CHECKING THE ANGLES FROM THE
 HA1633'WATER TANK IN DAWSON SPRINGS TO THE TWO REFERENCE MARKS, HOWEVER,
 HA1633'REFERENCE MARK NO. 2 WAS FOUND TO BE 120 DEG 42 MIN 14 SEC INSTEAD OF
 HA1633'THE VALUE GIVEN ON THE RECONNAISSANCE DESCRIPTION.  A NEW
 HA1633'AZIMUTH MARK WAS SET 0.5 MILE SOUTHEAST OF STATION ON THE PROPERTY OF
 HA1633'A MR.  FLETCHER, 60 FEET NORTH OF CENTER OF A DIRT ROAD, 100 FEET
 HA1633'NORTH OF MR. FLETCHERS HOME, AND 4 FEET NORTH OF A 6-INCH
 HA1633'PERSIMMON TREE.  THE STATION IS ON THE HIGHEST PART OF A LONG RIDGE
 HA1633'OWNED BY CLARENCE FARIS, 1/4 MILE SOUTHEAST OF WOODS CHAPEL,
 HA1633'AND IS 47 FEET SOUTH OF CENTER OF A ROAD CONNECTING THE PRINCETON
 HA1633'PIKE WITH THE HOPKINSVILLE-DAWSON SPRINGS ROAD.
 HA1633'
 HA1633'REFERENCE MARK NO. 1 IS EAST OF STATION ABOUT 6 METERS WEST OF A
 HA1633'10-INCH OAK AND 4 METERS SOUTH OF ROAD.
 HA1633'
 HA1633'REFERENCE MARK NO. 2 IS 150 METERS SOUTHEAST OF STATION, 4 METERS
 HA1633'WEST OF ROAD AND 36 METERS NORTH OF THE FARIS HOME.
 HA1633'
 HA1633'THE STATION IS BEST REACHED FROM DAWSON SPRINGS.  TO REACH FROM THE
 HA1633'NEW CENTURY HOTEL IN DAWSON SPRINGS, SET SPEEDOMETER AT 0.0 AND GO
 HA1633'SOUTH TO THE MAIN ENTRANCE OF THE VETERANS HOSPITAL AT OUTWOOD AT
 HA1633'SPEEDOMETER READING 3.0, GO STRAIGHT AHEAD ON DIRT HOPKINSVILLE
 HA1633'ROAD TO READING 6.55 AND TURN RIGHT AT FORK, TAKE RIGHT FORK AT 7.05,
 HA1633'TAKE RIGHT FORK AT 7.7 (CEMETERY RIGHT), CONTINUE STRAIGHT AT 11.55
 HA1633'(WOODS CHAPEL ON RIGHT), STATION IS AT SPEEDOMETER READING 11.8
 HA1633'MILES, ON RIGHT SIDE OF ROAD JUST BEFORE REACHING SHARP RIGHT CURVE
 HA1633'AND HOUSE ON LEFT.  DIRECTIONS TO REFERENCE MARKS NO. 1 AND NO. 2
 HA1633'BELOW-
 HA1633'
 HA1633'64-FOOT TOWER REQUIRED.
 HA1633
 HA1633                          STATION RECOVERY (1936)
 HA1633
 HA1633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 HA1633'AZIMUTH FARIS TO REFERENCE MARK NO. 2, DISTANCE ABOUT 150 METERS-
 HA1633'
 HA1633'312 DEG 59 MIN 39 SEC (U.S.G.S. OBSERVATIONS ON POLARIS)
 HA1633
 HA1633                          STATION RECOVERY (1962)
 HA1633
 HA1633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1633'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HA1633'FOUND IN GOOD CONDITION.  THE DIRECTIONS TO REFERENCE MARKS
 HA1633'1 AND 2 AND THE AZIMUTH MARK CHECKED.  THE DISTANCES TO REFERENCE
 HA1633'MARKS 1 AND 2 AND THE AZIMUTH MARK DID NOT CHECK.  DUE TO SEVERAL
 HA1633'CHANGES A NEW DESCRIPTION FOLLOWS-
 HA1633'
 HA1633'THE STATION IS ABOUT 11 MILES E AND 3-1/2 MILES SOUTH OF PRINCETON,
 HA1633'ABOUT 8 MILES SOUTH OF DAWSON SPRINGS, ABOUT 1/4 MILE
 HA1633'SOUTHEAST OF WOODS CHAPEL AND ON THE PROPERTY OF THE OHIO RIVER
 HA1633'VALLEY TIMBER AND MINERAL CO.  IT IS 150 FEET WEST OF THE CENTERLINE
 HA1633'OF A GRAVELED ROAD, 103 FEET WEST OF A WITNESS POST, 36 FEET SOUTH OF
 HA1633'A WIRE FENCE AND 24 FEET EAST OF A WIRE FENCE.  THE MONUMENT
 HA1633'PROJECTS 10 INCHES AND THE DISK IS STAMPED FARIS 1930 1934.
 HA1633'
 HA1633'TO REACH FROM THE WEST JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY
 HA1633'109 IN DAWSON SPRINGS, GO SOUTHERLY ON STATE HIGHWAY 109 FOR
 HA1633'3.0 MILES TO THE OUTWOOD VETERANS HOSPITAL ON THE LEFT.  CONTINUE
 HA1633'SOUTHERLY ON HIGHWAY 109 FOR 6.9 MILES TO A SIDE ROAD RIGHT.  TURN
 HA1633'RIGHT AND GO WESTERLY ON A PAVED ROAD FOR 2.5 MILES TO A T-ROAD.
 HA1633'TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.05 MILE TO
 HA1633'A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON
 HA1633'A PAVED ROAD FOR 0.25 MILE TO A CROSSROAD AT THE END OF THE
 HA1633'PAVEMENT.  CONTINUE WESTERLY ON A DIRT ROAD FOR 1.9 MILES TO A
 HA1633'T-ROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.1 MILE TO
 HA1633'THE TOP OF A HILL, A DIM TRACK ROAD RIGHT AND THE STATION ON THE
 HA1633'RIGHT.
 HA1633'
 HA1633'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 HA1633'ROAD FOR 0.25 MILE TO WHERE THE ROAD TURNS WEST AND A LARGE OAK
 HA1633'TREE ON THE LEFT.  FROM HERE PACK EASTERLY FOR ABOUT 112 PACES TO A
 HA1633'SMALL GROUP OF PINE TREES AND THE AZIMUTH MARK IN THE NORTH EDGE
 HA1633'OF THE TREES.
 HA1633'
 HA1633'REFERENCE MARK 1 IS 53 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 HA1633'ROAD, 16 FEET SOUTH OF THE CENTERLINE OF AN OLD TRACK ROAD, 7 FEET
 HA1633'SOUTHWEST OF A 14 INCH OAK TREE AND 1 FOOT WEST OF THE WITNESS POST.
 HA1633'THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED FARIS NO 1
 HA1633'1930.
 HA1633'
 HA1633'REFERENCE MARK 2 IS 52 FEET NORTH OF A FENCE CORNER AND 27 FEET WEST
 HA1633'OF THE CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS
 HA1633'14 INCHES AND THE DISK IS STAMPED FARIS NO 2 1930.
 HA1633'
 HA1633'THE AZIMUTH MARK IS 21 FEET NORTHWEST OF A 10 INCH PINE TREE, 19 FEET
 HA1633'EAST OF A 10 INCH PINE TREE, 7 FEET SOUTHWEST OF A 7 IN PINE TREE AND
 HA1633'2 FT N OF A WITNESS POST.  THE MONUMENT PROJECTS 10 IN AND THE DISK
 HA1633'IS STAMPED FARIS 1934.
 HA1633'
 HA1633'NOTE- THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND.
 HA1633'
 HA1633'NO PICTURE POINT AVAILABLE.
 HA1633'
 HA1633'NO MEASUREMENT BETWEEN RMS
 HA1633'
 HA1633'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1650 ***********************************************************************
 HA1650  DESIGNATION -  FARMERSVILLE
 HA1650  PID         -  HA1650
 HA1650  STATE/COUNTY-  KY/CALDWELL
 HA1650  USGS QUAD   -  CRIDER (1967)
 HA1650
 HA1650                         *CURRENT SURVEY CONTROL
 HA1650  ___________________________________________________________________
 HA1650* NAD 83(1993)-  37 12 04.62041(N)    087 54 29.81374(W)     ADJUSTED  
 HA1650* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 HA1650  ___________________________________________________________________
 HA1650  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 HA1650  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 HA1650
 HA1650  HORZ ORDER  -  THIRD
 HA1650
 HA1650.The horizontal coordinates were established by classical geodetic methods
 HA1650.and adjusted by the National Geodetic Survey in December 1995..
 HA1650
 HA1650.The orthometric height was scaled from a topographic map.
 HA1650
 HA1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1650
 HA1650.The geoid height was determined by GEOID03.
 HA1650
 HA1650;                    North         East     Units Scale Factor Converg.
 HA1650;SPC KY1Z     - 1,098,544.410 1,308,417.421   MT  0.99997386   -1 19 30.4
 HA1650;SPC KY1Z     - 3,604,141.12  4,292,699.49   sFT  0.99997386   -1 19 30.4
 HA1650;SPC KY S     -   598,508.001   308,421.947   MT  0.99994808   -1 18 32.1
 HA1650;SPC KY S     - 1,963,605.00  1,011,881.00   sFT  0.99994808   -1 18 32.1
 HA1650;UTM  16      - 4,117,588.072   419,397.284   MT  0.99968003   -0 32 57.1
 HA1650
 HA1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1650!SPC KY1Z     -   0.99998107  x   0.99997386  =   0.99995493
 HA1650!SPC KY S     -   0.99998107  x   0.99994808  =   0.99992915
 HA1650!UTM  16      -   0.99998107  x   0.99968003  =   0.99966111
 HA1650
 HA1650|---------------------------------------------------------------------|
 HA1650| PID    Reference Object                     Distance      Geod. Az  |
 HA1650|                                                           dddmmss.s |
 HA1650| CG8641 FARMERSVILLE RM 1                     7.734 METERS 06956     |
 HA1650| CG8640 FARMERSVILLE AZ MK                                 1731020.3 |
 HA1650| CG8642 FARMERSVILLE RM 2                     7.462 METERS 31944     |
 HA1650| HA1659 CRESWELL RADIO STA KIS 91 MAST      APPROX. 9.3 KM 3581736.4 |
 HA1650|---------------------------------------------------------------------|
 HA1650
 HA1650                          SUPERSEDED SURVEY CONTROL
 HA1650
 HA1650  NAD 83(1986)-  37 12 04.62900(N)    087 54 29.81663(W) AD(       ) 3
 HA1650  NAD 27      -  37 12 04.45665(N)    087 54 29.75777(W) AD(       ) 3
 HA1650
 HA1650.Superseded values are not recommended for survey control.
 HA1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1650.See file dsdata.txt to determine how the superseded data were derived.
 HA1650
 HA1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1939717588(NAD 83)
 HA1650_MARKER: DS = TRIANGULATION STATION DISK
 HA1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1650_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1650+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 HA1650
 HA1650  HISTORY     - Date     Condition        Report By
 HA1650  HISTORY     - 1962     MONUMENTED       CGS
 HA1650  HISTORY     - 20021022 POOR             PENRIL
 HA1650  HISTORY     - 20021022 GOOD             PENRIL
 HA1650
 HA1650                          STATION DESCRIPTION
 HA1650
 HA1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1650'THE STATION IS LOCATED AT THE SOUTH EDGE OF THE VILLAGE OF
 HA1650'FARMERSVILLE ON THE PROPERTY OF MRS. PHOEBE ENGLER.  IT IS 59 FEET
 HA1650'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 25 FEET SOUTHWEST OF A
 HA1650'WITNESS POST, 23 FEET SOUTHEAST OF A 24 INCH MAPLE TREE AND 16 FEET
 HA1650'SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 HA1650'STAMPED FARMERSVILLE 1962.
 HA1650'
 HA1650'TO REACH FROM THE MAIN CROSSROAD IN THE VILLAGE OF FARMERSVILLE, GO
 HA1650'SOUTH ON STATE ROUTE 139 FOR 0.1 MILE TO A GRAVELED DRIVEWAY RIGHT.*
 HA1650'TURN RIGHT AND GO WEST ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION
 HA1650'ON THE RIGHT.
 HA1650'
 HA1650'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO SOUTHERLY ON STATE
 HA1650'ROUTE 139 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 HA1650'
 HA1650'REFERENCE MARK 1 IS 45 FEET EAST OF THE 24 INCH MAPLE TREE, 2 FEET
 HA1650'EAST OF THE WITNESS POST AND 6 INCHES SOUTH OF THE WIRE FENCE.
 HA1650'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED FARMERSVILLE
 HA1650'NO 1 1962.
 HA1650'
 HA1650'REFERENCE MARK 2 IS 39 FEET WEST OF THE WITNESS POST, 10 FEET
 HA1650'NORTHEAST OF THE 24 INCH MAPLE TREE AND 1 FOOT SOUTH OF THE WIRE
 HA1650'FENCE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 HA1650'FARMERSVILLE NO 2 1962.
 HA1650'
 HA1650'THE AZIMUTH MARK IS 28 FEET WEST OF THE CENTERLINE OF STATE ROUTE
 HA1650'139, 3 FEET NORTHEAST OF A WITNESS POST AND 3 FEET NORTHEAST OF A
 HA1650'FENCE CORNER.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HA1650'FARMERSVILLE 1962.
 HA1650'
 HA1650'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HA1650
 HA1650                          STATION RECOVERY (2002)
 HA1650
 HA1650'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2002 (RL)
 HA1650'MARKER DENTED, HAS HOLE IN IT.
 HA1650
 HA1650                          STATION RECOVERY (2002)
 HA1650
 HA1650'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2002 (RL)
 HA1650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1870 ***********************************************************************
 GD1870  DESIGNATION -  FARRPORT
 GD1870  PID         -  GD1870
 GD1870  STATE/COUNTY-  KY/MCCRACKEN
 GD1870  USGS QUAD   -  SYMSONIA (1982)
 GD1870
 GD1870                         *CURRENT SURVEY CONTROL
 GD1870  ___________________________________________________________________
 GD1870* NAD 83(1993)-  36 58 09.52167(N)    088 33 45.62553(W)     ADJUSTED  
 GD1870* NAVD 88     -       102.6    (meters)     337.     (feet)  VERTCON   
 GD1870  ___________________________________________________________________
 GD1870  X           -     127,978.272 (meters)                     COMP
 GD1870  Y           -  -5,100,495.925 (meters)                     COMP
 GD1870  Z           -   3,814,717.275 (meters)                     COMP
 GD1870  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GD1870  ELLIP HEIGHT-          74.15  (meters)          (12/20/95) GPS OBS
 GD1870  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GD1870
 GD1870  HORZ ORDER  -  THIRD
 GD1870  ELLP ORDER  -  FOURTH    CLASS I
 GD1870
 GD1870.This mark is at Paducah (FARRINGTON) Airport (KY29)
 GD1870
 GD1870.The horizontal coordinates were established by GPS observations
 GD1870.and adjusted by the National Geodetic Survey in December 1995..
 GD1870
 GD1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1870
 GD1870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1870
 GD1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1870
 GD1870.The ellipsoidal height was determined by GPS observations
 GD1870.and is referenced to NAD 83.
 GD1870
 GD1870.The geoid height was determined by GEOID03.
 GD1870
 GD1870;                    North         East     Units Scale Factor Converg.
 GD1870;SPC KY1Z     - 1,074,359.070 1,249,569.223   MT  1.00002924   -1 43 36.7
 GD1870;SPC KY1Z     - 3,524,793.05  4,099,628.36   sFT  1.00002924   -1 43 36.7
 GD1870;SPC KY S     -   574,304.599   249,584.250   MT  0.99996555   -1 42 20.8
 GD1870;SPC KY S     - 1,884,197.67    818,844.33   sFT  0.99996555   -1 42 20.8
 GD1870;UTM  16      - 4,092,608.952   360,898.759   MT  0.99983837   -0 56 23.7
 GD1870
 GD1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1870!SPC KY1Z     -   0.99998836  x   1.00002924  =   1.00001760
 GD1870!SPC KY S     -   0.99998836  x   0.99996555  =   0.99995391
 GD1870!UTM  16      -   0.99998836  x   0.99983837  =   0.99982674
 GD1870
 GD1870:                Primary Azimuth Mark                     Grid Az
 GD1870:SPC KY1Z     -  FARRPORT AZ MK                           229 07 15.5
 GD1870:SPC KY S     -  FARRPORT AZ MK                           229 05 59.6
 GD1870:UTM  16      -  FARRPORT AZ MK                           228 20 02.5
 GD1870
 GD1870|---------------------------------------------------------------------|
 GD1870| PID    Reference Object                     Distance      Geod. Az  |
 GD1870|                                                           dddmmss.s |
 GD1870| GD1871 FARRPORT AZ MK                      APPROX. 0.8 KM 2272338.8 |
 GD1870|---------------------------------------------------------------------|
 GD1870
 GD1870                          SUPERSEDED SURVEY CONTROL
 GD1870
 GD1870  NAD 83(1986)-  36 58 09.53269(N)    088 33 45.62931(W) AD(       ) 3
 GD1870  NGVD 29 (11/06/89)  102.6    (m)          337.     (f) GPS OBS        
 GD1870
 GD1870.Superseded values are not recommended for survey control.
 GD1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1870.See file dsdata.txt to determine how the superseded data were derived.
 GD1870
 GD1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF6089992609(NAD 83)
 GD1870_MARKER: I = METAL ROD
 GD1870_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1870_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1870_STAMPING: FARRPORT 1989
 GD1870_MARK LOGO: NGS   
 GD1870_PROJECTION: FLUSH
 GD1870_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1870+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GD1870_ROD/PIPE-DEPTH: 6.10 meters
 GD1870_SLEEVE-DEPTH  : 0.9 meters
 GD1870
 GD1870  HISTORY     - Date     Condition        Report By
 GD1870  HISTORY     - 1989     MONUMENTED       NGS
 GD1870  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 GD1870
 GD1870                          STATION DESCRIPTION
 GD1870
 GD1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GD1870'THE STATION IS ABOUT 14.5 KM (9.00 MI) SOUTHEAST OF PADUCAH, ON THE
 GD1870'GROUNDS OF THE FARRINGTON AIRPARK AIRPORT.  OWNERSHIP--FARRINGTON
 GD1870'AIRCRAFT CORPORATION, 4460 SHEMWELL LANE, PADUCAH, KY 42003, PHONE
 GD1870'502-898-2403.  AIRPORT MANAGER IS DAVID MANNA.
 GD1870'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 24 AND STATE ROAD
 GD1870'1954, EXIT 11, WHICH IS SOUTHEAST OF PADUCAH, DRIVE SOUTH FOR 0.68 KM
 GD1870'(0.40 MI) ON STATE ROAD 1954 TO THE JUNCTION OF STATE ROAD 3075, LYDON
 GD1870'ROAD.  TURN LEFT AND DRIVE 3.10 KM (1.95 MI) ON ROAD 3075 TO THE FIRST
 GD1870'MAJOR INTERSECTION.  TURN RIGHT AND DRIVE SOUTH FOR 2.07 KM (1.30 MI)
 GD1870'ON STATE ROAD 450 TO A PAVED ROAD RIGHT (SHEMWELL ROAD).  TURN RIGHT
 GD1870'AND DRIVE SOUTH FOR 1.45 KM (0.90 MI) TO A PARKING LOT OF THE PADUCAH
 GD1870'INTERNATIONAL RACEWAY LEFT AND THE AIRPARK RIGHT.  DRIVE NORTHWEST
 GD1870'ACROSS THE FUELING RAMP TO THE JUNCTION OF THE RUNWAY AND THE STATION
 GD1870'ON THE LEFT.
 GD1870'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 GD1870'INTO THE GROUND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC PIPE
 GD1870'AND SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP STAMPED---FARRPORT
 GD1870'1989---, SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.  LOCATED 11.4 M
 GD1870'(37.4 FT) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, 9.1 M (29.9 FT)
 GD1870'WEST OF THE SOUTHWEST END OF A METAL DRAIN PIPE RUNNING UNDER THE
 GD1870'ENTRANCE RAMP, 3.1 M (10.2 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST
 GD1870'AND 0.5 M (1.6 FT) SOUTHWEST OF THE CENTERLINE OF THE ENTRANCE RAMP.
 GD1870'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GD1870'DESCRIBED BY M.J. WELLSLAGER.
 GD1870
 GD1870                          STATION RECOVERY (2003)
 GD1870
 GD1870'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 GD1870'AIRPARK MANAGER SEEMS TO THINK IT WAS DESTROYED BY MOWER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1871 ***********************************************************************
 GD1871  DESIGNATION -  FARRPORT AZ MK
 GD1871  PID         -  GD1871
 GD1871  STATE/COUNTY-  KY/MCCRACKEN
 GD1871  USGS QUAD   -  SYMSONIA (1982)
 GD1871
 GD1871                         *CURRENT SURVEY CONTROL
 GD1871  ___________________________________________________________________
 GD1871* NAD 83(1993)-  36 57 53.03553(N)    088 34 07.96258(W)     ADJUSTED  
 GD1871* NAVD 88     -       102.7    (meters)     337.     (feet)  VERTCON   
 GD1871  ___________________________________________________________________
 GD1871  X           -     127,433.558 (meters)                     COMP
 GD1871  Y           -  -5,100,815.361 (meters)                     COMP
 GD1871  Z           -   3,814,311.274 (meters)                     COMP
 GD1871  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GD1871  ELLIP HEIGHT-          74.25  (meters)          (12/20/95) GPS OBS
 GD1871  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GD1871
 GD1871  HORZ ORDER  -  THIRD
 GD1871  ELLP ORDER  -  FOURTH    CLASS I
 GD1871
 GD1871.This mark is at Paducah (FARRINGTON) Airport (KY29)
 GD1871
 GD1871.The horizontal coordinates were established by GPS observations
 GD1871.and adjusted by the National Geodetic Survey in December 1995..
 GD1871
 GD1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1871
 GD1871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1871
 GD1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1871
 GD1871.The ellipsoidal height was determined by GPS observations
 GD1871.and is referenced to NAD 83.
 GD1871
 GD1871.The geoid height was determined by GEOID03.
 GD1871
 GD1871;                    North         East     Units Scale Factor Converg.
 GD1871;SPC KY1Z     - 1,073,867.738 1,249,001.593   MT  1.00003049   -1 43 50.5
 GD1871;SPC KY1Z     - 3,523,181.07  4,097,766.06   sFT  1.00003049   -1 43 50.5
 GD1871;SPC KY S     -   573,813.090   249,016.837   MT  0.99996606   -1 42 34.4
 GD1871;SPC KY S     - 1,882,585.11    816,982.74   sFT  0.99996606   -1 42 34.4
 GD1871;UTM  16      - 4,092,109.965   360,338.039   MT  0.99984029   -0 56 36.8
 GD1871
 GD1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1871!SPC KY1Z     -   0.99998835  x   1.00003049  =   1.00001884
 GD1871!SPC KY S     -   0.99998835  x   0.99996606  =   0.99995441
 GD1871!UTM  16      -   0.99998835  x   0.99984029  =   0.99982864
 GD1871
 GD1871:                Primary Azimuth Mark                     Grid Az
 GD1871:SPC KY1Z     -  FARRPORT                                 049 07 15.9
 GD1871:SPC KY S     -  FARRPORT                                 049 05 59.8
 GD1871:UTM  16      -  FARRPORT                                 048 20 02.2
 GD1871
 GD1871|---------------------------------------------------------------------|
 GD1871| PID    Reference Object                     Distance      Geod. Az  |
 GD1871|                                                           dddmmss.s |
 GD1871| GD1870 FARRPORT                            APPROX. 0.8 KM 0472325.4 |
 GD1871|---------------------------------------------------------------------|
 GD1871
 GD1871                          SUPERSEDED SURVEY CONTROL
 GD1871
 GD1871  NAD 83(1986)-  36 57 53.04655(N)    088 34 07.96636(W) AD(       ) 3
 GD1871  NGVD 29 (11/06/89)  102.7    (m)          337.     (f) GPS OBS        
 GD1871
 GD1871.Superseded values are not recommended for survey control.
 GD1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1871.See file dsdata.txt to determine how the superseded data were derived.
 GD1871
 GD1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF6033892110(NAD 83)
 GD1871_MARKER: I = METAL ROD
 GD1871_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1871_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1871_STAMPING: FARRPORT AZ MK 1989
 GD1871_MARK LOGO: NGS   
 GD1871_PROJECTION: FLUSH
 GD1871_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1871+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GD1871_ROD/PIPE-DEPTH: 5.80 meters
 GD1871_SLEEVE-DEPTH  : 0.9 meters
 GD1871
 GD1871  HISTORY     - Date     Condition        Report By
 GD1871  HISTORY     - 1989     MONUMENTED       NGS
 GD1871  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 GD1871
 GD1871                          STATION DESCRIPTION
 GD1871
 GD1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GD1871'THE STATION IS ABOUT 14.5 KM (9.00 MI) SOUTHEAST OF PADUCAH ON THE
 GD1871'GROUNDS OF THE FARRINGTON AIRPARK AIRPORT.  OWNERSHIP--FARRINGTON
 GD1871'AIRCRAFT CORPORATION, 4460 SHEMWELL LANE, PADUCAH KY 42003, PHONE
 GD1871'502-898-2403.  AIRPORT MANAGER IS DAVID MANNA.
 GD1871'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 24 AND STATE ROAD
 GD1871'1954, EXIT 11, WHICH IS SOUTHEAST OF PADUCAH, DRIVE SOUTH FOR 0.68 KM
 GD1871'(0.40 MI) ON STATE ROAD 1954, TO THE JUNCTION OF STATE ROAD 3075,
 GD1871'LYDON ROAD.  TURN LEFT AND DRIVE 3.10 KM (1.95 MI) ON ROAD 3075 TO THE
 GD1871'FIRST MAJOR INTERSECTION.  TURN RIGHT AND DRIVE SOUTH FOR 2.07 KM
 GD1871'(1.30 MI) ON STATE ROAD 450 TO A PAVED ROAD RIGHT (SHEMWELL ROAD).
 GD1871'TURN RIGHT AND DRIVE SOUTH FOR 1.45 KM (0.90 MI) TO A PARKING LOT OF
 GD1871'THE PADUCAH INTERNATIONAL RACEWAY LEFT AND THE AIRPARK RIGHT.  DRIVE
 GD1871'NORTHWEST ACROSS THE FUELING RAMP TO THE JUNCTION OF THE RUNWAY. TURN
 GD1871'LEFT AND DRIVE SOUTHWEST ON THE RUNWAY FOR 0.8 KM (0.50 MI) TO THE END
 GD1871'OF RUNWAY 4 AND THE STATION ON THE LEFT.
 GD1871'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 GD1871'INTO THE GROUND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC PIPE
 GD1871'AND SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP STAMPED---FARRPORT
 GD1871'AZ MK 1989---, SURROUNDED BY CONCRETE AND FLUSH WITH THE GROUND.
 GD1871'LOCATED AT THE SOUTH CORNER OF THE END OF RUNWAY 4, 9.7 M (31.8 FT)
 GD1871'SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, 2.9 M (9.5 FT) SOUTHWEST OF
 GD1871'THE SOUTHEAST CORNER OF A CONCRETE SLAB EXTENSION ON THE SOUTHEAST
 GD1871'SIDE OF THE END OF RUNWAY 4, 2.2 M (7.2 FT) SOUTHWEST OF THE NORTHWEST
 GD1871'ONE OF THREE APPROACH LIGHTS AND WITNESS POST AND 1.8 M (5.9 FT) SOUTH
 GD1871'OF THE SOUTH CORNER OF THE END OF RUNWAY 4.
 GD1871'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GD1871'DESCRIBED BY M.J. WELLSLAGER.
 GD1871
 GD1871                          STATION RECOVERY (2003)
 GD1871
 GD1871'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 GD1871'AIRPARK MANAGER SEEMS TO THINK IT WAS DESTROYED BY MOWER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2436 ***********************************************************************
 HZ2436  DESIGNATION -  FAYETTE BOURBON SCOTT COS MK
 HZ2436  PID         -  HZ2436
 HZ2436  STATE/COUNTY-  KY/BOURBON
 HZ2436  USGS QUAD   -  CENTERVILLE (1984)
 HZ2436
 HZ2436                         *CURRENT SURVEY CONTROL
 HZ2436  ___________________________________________________________________
 HZ2436* NAD 83(1993)-  38 12 28.55332(N)    084 24 06.49295(W)     ADJUSTED  
 HZ2436* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 HZ2436  ___________________________________________________________________
 HZ2436  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 HZ2436  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HZ2436
 HZ2436  HORZ ORDER  -  SECOND
 HZ2436
 HZ2436.The horizontal coordinates were established by classical geodetic methods
 HZ2436.and adjusted by the National Geodetic Survey in December 1995..
 HZ2436.No horizontal observational check was made to the station.
 HZ2436
 HZ2436.The orthometric height was scaled from a topographic map.
 HZ2436
 HZ2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2436
 HZ2436.The geoid height was determined by GEOID03.
 HZ2436
 HZ2436;                    North         East     Units Scale Factor Converg.
 HZ2436;SPC KY1Z     - 1,208,901.850 1,618,066.915   MT  0.99992163   +0 49 39.9
 HZ2436;SPC KY1Z     - 3,966,205.49  5,308,607.87   sFT  0.99992163   +0 49 39.9
 HZ2436;SPC KY N     -    78,588.887   486,704.826   MT  0.99997227   -0 05 40.0
 HZ2436;SPC KY N     -   257,837.04  1,596,797.42   sFT  0.99997227   -0 05 40.0
 HZ2436;UTM  16      - 4,232,077.371   727,487.598   MT  1.00023739   +1 36 27.8
 HZ2436
 HZ2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2436!SPC KY1Z     -   0.99995871  x   0.99992163  =   0.99988034
 HZ2436!SPC KY N     -   0.99995871  x   0.99997227  =   0.99993098
 HZ2436!UTM  16      -   0.99995871  x   1.00023739  =   1.00019609
 HZ2436
 HZ2436                          SUPERSEDED SURVEY CONTROL
 HZ2436
 HZ2436  NAD 83(1986)-  38 12 28.56021(N)    084 24 06.50126(W) AD(       ) 2
 HZ2436  NAD 27      -  38 12 28.28900(N)    084 24 06.72800(W) AD(       ) 2
 HZ2436
 HZ2436.Superseded values are not recommended for survey control.
 HZ2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2436.See file dsdata.txt to determine how the superseded data were derived.
 HZ2436
 HZ2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2748832077(NAD 83)
 HZ2436_MARKER: V = STONE MONUMENT
 HZ2436_SETTING: 0 = UNSPECIFIED SETTING
 HZ2436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2436
 HZ2436  HISTORY     - Date     Condition        Report By
 HZ2436  HISTORY     - 1935     MONUMENTED       CGS
 HZ2436
 HZ2436                          STATION DESCRIPTION
 HZ2436
 HZ2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ2436'TRI-COUNTY MARKER IS A GRANITE POST WITH A PYRAMID TOP, ABOUT 7-BY
 HZ2436'10- INCHES AT THE TOP AND PROJECTS ABOUT 2 FEET.
 HZ2436'
 HZ2436'TO REACH FROM THE INTERSECTION OF HIGHWAY 227 AND THE RUSSEL CAVE
 HZ2436'PIKE IN CENTERVILLE--GO S ON THE RUSSEL CAVE PIKE FOR 1.4 MILES TO A
 HZ2436'FARM LANE RIGHT.  TURN RIGHT AND PROCEED 0.45 MILE TO SECOND BARN
 HZ2436'AND WATER TANK.  HERE TURN RIGHT AND FOLLOW CREST OF RIDGE ABOUT 0.2
 HZ2436'MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7997 ***********************************************************************
 DG7997  FBN         -  This is a Federal Base Network Control Station.
 DG7997  DESIGNATION -  FBN B JONES
 DG7997  PID         -  DG7997
 DG7997  STATE/COUNTY-  KY/HENRY
 DG7997  USGS QUAD   -  NEW CASTLE (1984)
 DG7997
 DG7997                         *CURRENT SURVEY CONTROL
 DG7997  ___________________________________________________________________
 DG7997* NAD 83(1993)-  38 27 32.45063(N)    085 09 55.42543(W)     ADJUSTED  
 DG7997* NAVD 88     -       261.1    (meters)     857.     (feet)  GPS OBS   
 DG7997  ___________________________________________________________________
 DG7997  X           -     421,489.215 (meters)                     COMP
 DG7997  Y           -  -4,983,285.329 (meters)                     COMP
 DG7997  Z           -   3,945,609.288 (meters)                     COMP
 DG7997  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DG7997  ELLIP HEIGHT-         227.53  (meters)          (11/03/04) GPS OBS
 DG7997  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 DG7997
 DG7997  HORZ ORDER  -  A
 DG7997  ELLP ORDER  -  THIRD     CLASS I
 DG7997
 DG7997.The horizontal coordinates were established by GPS observations
 DG7997.and adjusted by the National Geodetic Survey in November 2004..
 DG7997
 DG7997.The orthometric height was determined by GPS observations and a
 DG7997.high-resolution geoid model.
 DG7997
 DG7997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7997
 DG7997.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7997
 DG7997.The ellipsoidal height was determined by GPS observations
 DG7997.and is referenced to NAD 83.
 DG7997
 DG7997.The geoid height was determined by GEOID03.
 DG7997
 DG7997;                    North         East     Units Scale Factor Converg.
 DG7997;SPC KY1Z     - 1,236,077.933 1,551,022.963   MT  0.99995655   +0 21 32.1
 DG7997;SPC KY1Z     - 4,055,365.69  5,088,647.84   sFT  0.99995655   +0 21 32.1
 DG7997;SPC KY N     -   106,844.858   420,106.594   MT  0.99996209   -0 34 10.0
 DG7997;SPC KY N     -   350,540.17  1,378,299.72   sFT  0.99996209   -0 34 10.0
 DG7997;UTM  16      - 4,258,339.780   660,070.439   MT  0.99991555   +1 08 28.6
 DG7997
 DG7997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7997!SPC KY1Z     -   0.99996430  x   0.99995655  =   0.99992085
 DG7997!SPC KY N     -   0.99996430  x   0.99996209  =   0.99992639
 DG7997!UTM  16      -   0.99996430  x   0.99991555  =   0.99987985
 DG7997
 DG7997                          SUPERSEDED SURVEY CONTROL
 DG7997
 DG7997.No superseded survey control is available for this station.
 DG7997
 DG7997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6007058340(NAD 83)
 DG7997_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7997_STAMPING: FBN B JONES 2002
 DG7997_MARK LOGO: NGS   
 DG7997_PROJECTION: FLUSH
 DG7997_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7997+STABILITY: SURFACE MOTION
 DG7997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7997+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 DG7997
 DG7997  HISTORY     - Date     Condition        Report By
 DG7997  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7997  HISTORY     - 20050516 GOOD             KYTC
 DG7997
 DG7997                          STATION DESCRIPTION
 DG7997
 DG7997'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7997'LOCATED IN HENRY CO., 35 MILES NE OF LOUISVILLE, 15 MILES S OF
 DG7997'CARROLTON, 1.7 MILES N OF  NEW CASTLE, ALONG THE W SIDE OF US 421.
 DG7997'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.     TO REACH
 DG7997'FROM THE COURTHOUSE IN NEW CASTLE, GO N ON US 421 FOR 1.7 MILES TO
 DG7997'STATION ON  THE LEFT, AT THE END OF A PRIVATE GRASS RUNWAY.
 DG7997'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7997'CONCRETE POST FLUSH  WITH GROUND, 78 FT W OF CENTERLINE OF US 421, 194
 DG7997'FT SSE OF SW CORNER OF BRICK VETERINARY  CLINIC, 132 FT SW OF E BRICK
 DG7997'COLUMN OF 'FOREE ANIMAL CLINIC' SIGN, 29.5 FT W OF WITNESS POST,
 DG7997'APPROXIMATELY 9 FT HIGHER THAN US 421.
 DG7997
 DG7997                          STATION RECOVERY (2005)
 DG7997
 DG7997'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (PS)
 DG7997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7958 ***********************************************************************
 DG7958  FBN         -  This is a Federal Base Network Control Station.
 DG7958  DESIGNATION -  FBN BAKER
 DG7958  PID         -  DG7958
 DG7958  STATE/COUNTY-  KY/GREEN
 DG7958  USGS QUAD   -  SUMMERSVILLE (1961)
 DG7958
 DG7958                         *CURRENT SURVEY CONTROL
 DG7958  ___________________________________________________________________
 DG7958* NAD 83(1993)-  37 19 29.06779(N)    085 32 16.11914(W)     ADJUSTED  
 DG7958* NAVD 88     -       238.6    (meters)     783.     (feet)  GPS OBS   
 DG7958  ___________________________________________________________________
 DG7958  X           -     395,104.512 (meters)                     COMP
 DG7958  Y           -  -5,062,993.438 (meters)                     COMP
 DG7958  Z           -   3,846,239.633 (meters)                     COMP
 DG7958  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DG7958  ELLIP HEIGHT-         206.62  (meters)          (11/03/04) GPS OBS
 DG7958  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 DG7958
 DG7958  HORZ ORDER  -  A
 DG7958  ELLP ORDER  -  THIRD     CLASS I
 DG7958
 DG7958.The horizontal coordinates were established by GPS observations
 DG7958.and adjusted by the National Geodetic Survey in November 2004..
 DG7958
 DG7958.The orthometric height was determined by GPS observations and a
 DG7958.high-resolution geoid model.
 DG7958
 DG7958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7958
 DG7958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7958
 DG7958.The ellipsoidal height was determined by GPS observations
 DG7958.and is referenced to NAD 83.
 DG7958
 DG7958.The geoid height was determined by GEOID03.
 DG7958
 DG7958;                    North         East     Units Scale Factor Converg.
 DG7958;SPC KY1Z     - 1,110,051.415 1,518,805.745   MT  0.99995099   +0 07 49.0
 DG7958;SPC KY1Z     - 3,641,893.68  4,982,948.52   sFT  0.99995099   +0 07 49.0
 DG7958;SPC KY S     -   610,041.642   518,805.640   MT  0.99994542   +0 07 43.3
 DG7958;SPC KY S     - 2,001,444.95  1,702,114.84   sFT  0.99994542   +0 07 43.3
 DG7958;UTM  16      - 4,131,900.353   629,548.227   MT  0.99980673   +0 53 12.1
 DG7958
 DG7958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7958!SPC KY1Z     -   0.99996758  x   0.99995099  =   0.99991857
 DG7958!SPC KY S     -   0.99996758  x   0.99994542  =   0.99991300
 DG7958!UTM  16      -   0.99996758  x   0.99980673  =   0.99977431
 DG7958
 DG7958                          SUPERSEDED SURVEY CONTROL
 DG7958
 DG7958.No superseded survey control is available for this station.
 DG7958
 DG7958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG2954831900(NAD 83)
 DG7958_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7958_STAMPING: FBN BACKER 2002
 DG7958_MARK LOGO: NGS   
 DG7958_PROJECTION: FLUSH
 DG7958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7958+STABILITY: SURFACE MOTION
 DG7958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7958+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7958
 DG7958  HISTORY     - Date     Condition        Report By
 DG7958  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7958
 DG7958                          STATION DESCRIPTION
 DG7958
 DG7958'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7958'LOCATED IN GREEN CO., ABOUT 19.6 MI SSE OF HODGENVILLE, 4.8 MI NNW OF
 DG7958'GREENSBURG, 10.5 MI E  OF CAMPBELLSVILLE AT THE GREEN CO. MEMORIAL
 DG7958'GARDENS CEMETARY
 DG7958' 
 DG7958'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7958' 
 DG7958'TO REACH FROM THE INTERSECTION OF US 61 AND KY 88 PROCEED N ON US 61
 DG7958'FOR 3.2 MI TO THE S  ENTRANCE OF THE GREEN COUNTY MEMORY GARDEN
 DG7958'CEMETARY AND THE STATION APPROXIMATELY  100 FT AHEAD, BETWEEN US 61
 DG7958'AND THE GRAVEL CEMETARY ROAD.
 DG7958' 
 DG7958'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7958'CONCRETE POST FLUSH  WITH GROUND, ABOUT 1 M HIGHER THAN US 61.  IT IS
 DG7958'5.25 M NE OF US 61 EDGE OF PAVEMENT, 5.45 M  E OF MILE MARKER '13',
 DG7958'3.5 M SW OF CL OF GRAVEL RD, 11.0 M SE OF 'MILBY' MONUMENT, 12.15 M
 DG7958''STONE' MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8028 ***********************************************************************
 DG8028  FBN         -  This is a Federal Base Network Control Station.
 DG8028  DESIGNATION -  FBN BARNETT
 DG8028  PID         -  DG8028
 DG8028  STATE/COUNTY-  KY/OWSLEY
 DG8028  USGS QUAD   -  BOONEVILLE (1978)
 DG8028
 DG8028                         *CURRENT SURVEY CONTROL
 DG8028  ___________________________________________________________________
 DG8028* NAD 83(1993)-  37 28 46.16652(N)    083 42 19.29961(W)     ADJUSTED  
 DG8028* NAVD 88     -       283.1    (meters)     929.     (feet)  GPS OBS   
 DG8028  ___________________________________________________________________
 DG8028  X           -     555,661.022 (meters)                     COMP
 DG8028  Y           -  -5,037,435.894 (meters)                     COMP
 DG8028  Z           -   3,859,910.990 (meters)                     COMP
 DG8028  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 DG8028  ELLIP HEIGHT-         251.48  (meters)          (11/03/04) GPS OBS
 DG8028  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DG8028
 DG8028  HORZ ORDER  -  A
 DG8028  ELLP ORDER  -  THIRD     CLASS I
 DG8028
 DG8028.The horizontal coordinates were established by GPS observations
 DG8028.and adjusted by the National Geodetic Survey in November 2004..
 DG8028
 DG8028.The orthometric height was determined by GPS observations and a
 DG8028.high-resolution geoid model.
 DG8028
 DG8028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8028
 DG8028.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8028
 DG8028.The ellipsoidal height was determined by GPS observations
 DG8028.and is referenced to NAD 83.
 DG8028
 DG8028.The geoid height was determined by GEOID03.
 DG8028
 DG8028;                    North         East     Units Scale Factor Converg.
 DG8028;SPC KY1Z     - 1,129,184.841 1,680,820.205   MT  0.99992880   +1 15 19.2
 DG8028;SPC KY1Z     - 3,704,667.27  5,514,490.96   sFT  0.99992880   +1 15 19.2
 DG8028;SPC KY S     -   629,151.299   680,824.139   MT  0.99994861   +1 14 24.0
 DG8028;SPC KY S     - 2,064,140.55  2,233,670.53   sFT  0.99994861   +1 14 24.0
 DG8028;UTM  17      - 4,151,503.869   260,784.271   MT  1.00030493   -1 38 49.0
 DG8028
 DG8028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8028!SPC KY1Z     -   0.99996054  x   0.99992880  =   0.99988934
 DG8028!SPC KY S     -   0.99996054  x   0.99994861  =   0.99990915
 DG8028!UTM  17      -   0.99996054  x   1.00030493  =   1.00026546
 DG8028
 DG8028                          SUPERSEDED SURVEY CONTROL
 DG8028
 DG8028.No superseded survey control is available for this station.
 DG8028
 DG8028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB6078451504(NAD 83)
 DG8028_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8028_STAMPING: FBN BARNETT 2002
 DG8028_MARK LOGO: NGS   
 DG8028_PROJECTION: FLUSH
 DG8028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8028+STABILITY: SURFACE MOTION
 DG8028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8028+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8028
 DG8028  HISTORY     - Date     Condition        Report By
 DG8028  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8028
 DG8028                          STATION DESCRIPTION
 DG8028
 DG8028'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8028'LOCATED IN  OWSLEY CO., 32 MILES NE OF LONDON, 32 MILE NW OF HAZARD,
 DG8028'6.5 MILES S OF  BEATTYVILLE, WEST OF BOONEVILLE ON THE SOUTH SIDE OF
 DG8028'KY 11.     STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG8028'TO REACH FROM THE INTERSECTION OF KY 11, KY 28, AND KY 30 AT THE
 DG8028'OWSLEY COUNTY  COURTHOUSE IN BOONESVILLE, GO W ON KY 11 FOR 1.6 MILES,
 DG8028'PASSING JUNCTION WITH KY 3505 ON  THE RIGHT, TO STATION ON THE LEFT.
 DG8028'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG8028'CONCRETE POST FLUSH  WITH GROUND, ABOUT 400 FT SW FROM JUNCTION OF KY
 DG8028'11 AND KY 3504, 50.5 FT S FROM CL OF KY 11,  92.5 FT NE FROM R/W
 DG8028'MARKER, 77.2 FT SE FROM WEST END OF GUARDRAIL, 236 FT NE FROM R/W
 DG8028'MARKER, 147 FT SE FROM 'MERGE LEFT' SIGN, 3.3 FT N FROM WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7963 ***********************************************************************
 DG7963  FBN         -  This is a Federal Base Network Control Station.
 DG7963  DESIGNATION -  FBN BEBOUT
 DG7963  PID         -  DG7963
 DG7963  STATE/COUNTY-  KY/BALLARD
 DG7963  USGS QUAD   -  WICKLIFFE (1983)
 DG7963
 DG7963                         *CURRENT SURVEY CONTROL
 DG7963  ___________________________________________________________________
 DG7963* NAD 83(1993)-  36 58 28.96857(N)    089 05 07.34246(W)     ADJUSTED  
 DG7963* NAVD 88     -       140.0    (meters)     459.     (feet)  GPS OBS   
 DG7963  ___________________________________________________________________
 DG7963  X           -      81,437.405 (meters)                     COMP
 DG7963  Y           -  -5,101,120.755 (meters)                     COMP
 DG7963  Z           -   3,815,218.875 (meters)                     COMP
 DG7963  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DG7963  ELLIP HEIGHT-         111.80  (meters)          (11/03/04) GPS OBS
 DG7963  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DG7963
 DG7963  HORZ ORDER  -  A
 DG7963  ELLP ORDER  -  THIRD     CLASS I
 DG7963
 DG7963.The horizontal coordinates were established by GPS observations
 DG7963.and adjusted by the National Geodetic Survey in November 2004..
 DG7963
 DG7963.The orthometric height was determined by GPS observations and a
 DG7963.high-resolution geoid model.
 DG7963
 DG7963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7963
 DG7963.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7963
 DG7963.The ellipsoidal height was determined by GPS observations
 DG7963.and is referenced to NAD 83.
 DG7963
 DG7963.The geoid height was determined by GEOID03.
 DG7963
 DG7963;                    North         East     Units Scale Factor Converg.
 DG7963;SPC KY1Z     - 1,076,491.157 1,203,069.579   MT  1.00002776   -2 02 52.0
 DG7963;SPC KY1Z     - 3,531,788.07  3,947,070.78   sFT  1.00002776   -2 02 52.0
 DG7963;SPC KY S     -   576,417.846   203,086.691   MT  0.99996496   -2 01 22.0
 DG7963;SPC KY S     - 1,891,130.88    666,293.59   sFT  0.99996496   -2 01 22.0
 DG7963;UTM  16      - 4,094,099.512   314,378.858   MT  1.00002447   -1 15 16.7
 DG7963
 DG7963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7963!SPC KY1Z     -   0.99998246  x   1.00002776  =   1.00001021
 DG7963!SPC KY S     -   0.99998246  x   0.99996496  =   0.99994742
 DG7963!UTM  16      -   0.99998246  x   1.00002447  =   1.00000692
 DG7963
 DG7963                          SUPERSEDED SURVEY CONTROL
 DG7963
 DG7963.No superseded survey control is available for this station.
 DG7963
 DG7963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1437994100(NAD 83)
 DG7963_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7963_STAMPING: FBN BEBOUT 2002
 DG7963_MARK LOGO: NGS   
 DG7963_PROJECTION: FLUSH
 DG7963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7963+STABILITY: SURFACE MOTION
 DG7963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7963+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7963
 DG7963  HISTORY     - Date     Condition        Report By
 DG7963  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7963
 DG7963                          STATION DESCRIPTION
 DG7963
 DG7963'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7963'LOCATED IN BALLARD CO., 5.5 MILES ESE OF CAIRO KY, AND 5.8 MILES SSW
 DG7963'OF BARLOW KY, AND 0.7  MILE N OF WICKLIFFE KY, AT THE INTERSECTION OF
 DG7963'KY 60 AND KY 1186, NEAR THE FAITH MISSIONARY  BAPTIST CHURCH.
 DG7963' 
 DG7963'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7963' 
 DG7963'TO REACH FROM THE INTERSECTION OF KY 60 AND KY 51/62 IN WICKLIFFE KY,
 DG7963'GO N ON EASTBOUND  KY 60 FOR 0.5 MILE TO THE INTERSECTION OF KY 60 AND
 DG7963'KY 1186 AND THE STATION IN THE GRASS  TRIANGLE AT THE INTERSECTION OF
 DG7963'THE ROADS.
 DG7963' 
 DG7963'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7963'CONCRETE POST FLUSH  WITH GROUND, 3 FT BELOW LEVEL OF KY 60, 1.5 FT
 DG7963'ABOVE LEVEL OF KY 1186, 35.6 FT W FROM CL OF  KY 60, 30.3 FT E FROM CL
 DG7963'OF KY 1186, 85.1 FT SSW FROM TH SW CORNER OF CONCRETE APRON OF
 DG7963'ENTRANCE TO FAITH MISSIONARY BAPTIST CHURCH, 83.2 FT NE OF UTILITY
 DG7963'POLE 'B 30' W/ GUY  WIRES, 112.4 FT S OF THE SOUTH POST OF ENTRANCE
 DG7963'GATE TO CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7973 ***********************************************************************
 DG7973  FBN         -  This is a Federal Base Network Control Station.
 DG7973  DESIGNATION -  FBN BLAND
 DG7973  PID         -  DG7973
 DG7973  STATE/COUNTY-  KY/LOGAN
 DG7973  USGS QUAD   -  QUALITY (1953)
 DG7973
 DG7973                         *CURRENT SURVEY CONTROL
 DG7973  ___________________________________________________________________
 DG7973* NAD 83(1993)-  37 02 53.37896(N)    086 50 44.94411(W)     ADJUSTED  
 DG7973* NAVD 88     -       141.4    (meters)     464.     (feet)  GPS OBS   
 DG7973  ___________________________________________________________________
 DG7973  X           -     280,445.047 (meters)                     COMP
 DG7973  Y           -  -5,089,142.320 (meters)                     COMP
 DG7973  Z           -   3,821,727.457 (meters)                     COMP
 DG7973  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DG7973  ELLIP HEIGHT-         111.38  (meters)          (11/03/04) GPS OBS
 DG7973  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DG7973
 DG7973  HORZ ORDER  -  A
 DG7973  ELLP ORDER  -  THIRD     CLASS I
 DG7973
 DG7973.The horizontal coordinates were established by GPS observations
 DG7973.and adjusted by the National Geodetic Survey in November 2004..
 DG7973
 DG7973.The orthometric height was determined by GPS observations and a
 DG7973.high-resolution geoid model.
 DG7973
 DG7973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7973
 DG7973.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7973
 DG7973.The ellipsoidal height was determined by GPS observations
 DG7973.and is referenced to NAD 83.
 DG7973
 DG7973.The geoid height was determined by GEOID03.
 DG7973
 DG7973;                    North         East     Units Scale Factor Converg.
 DG7973;SPC KY1Z     - 1,079,907.841 1,402,522.380   MT  1.00000860   -0 40 22.0
 DG7973;SPC KY1Z     - 3,542,997.64  4,601,442.18   sFT  1.00000860   -0 40 22.0
 DG7973;SPC KY S     -   579,892.177   402,527.279   MT  0.99995779   -0 39 52.5
 DG7973;SPC KY S     - 1,902,529.58  1,320,624.91   sFT  0.99995779   -0 39 52.5
 DG7973;UTM  16      - 4,100,226.142   513,709.872   MT  0.99960232   +0 05 34.4
 DG7973
 DG7973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7973!SPC KY1Z     -   0.99998252  x   1.00000860  =   0.99999112
 DG7973!SPC KY S     -   0.99998252  x   0.99995779  =   0.99994031
 DG7973!UTM  16      -   0.99998252  x   0.99960232  =   0.99958485
 DG7973
 DG7973                          SUPERSEDED SURVEY CONTROL
 DG7973
 DG7973.No superseded survey control is available for this station.
 DG7973
 DG7973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG1371000226(NAD 83)
 DG7973_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7973_STAMPING: FBN BLAND 2002
 DG7973_MARK LOGO: NGS   
 DG7973_PROJECTION: FLUSH
 DG7973_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7973+STABILITY: SURFACE MOTION
 DG7973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7973+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7973
 DG7973  HISTORY     - Date     Condition        Report By
 DG7973  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7973
 DG7973                          STATION DESCRIPTION
 DG7973
 DG7973'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7973'LOCATED IN LOGAN CO., 11.7 MILES SW OF MORGANTOWN, 5.6 MILES NW OF
 DG7973'LEWISBURG, NORTH OF  THE INTERSECTION OF KY 106 AND BEECHLAND-QUALITY
 DG7973'RD.
 DG7973' 
 DG7973'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7973' 
 DG7973'TO REACH FROM THE INTERSECTION OF KY 106 AND KY 2377, GO E ON KY 106
 DG7973'FOR 0.2 MILE TO  STATION ON THE LEFT.  TO REACH THE STATION FROM KY
 DG7973'106 AND KY 1153, GO W ON KY 106 FOR 2.1  MILES TO STATION ON THE RIGHT
 DG7973'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7973'CONCRETE POST FLUSH  WITH GROUND, 17 FT W FROM CL OF KY 106, 32 FT NW
 DG7973'FROM INTERSECTION OF KY 106 AND  BEECHLAND-QUALITY RD (A GRAVEL
 DG7973'COUNTRY ROAD THAT GOES TO THE LEFT WHEN TRAVELING  EAST ON KY 106).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7964 ***********************************************************************
 DG7964  FBN         -  This is a Federal Base Network Control Station.
 DG7964  DESIGNATION -  FBN BOBBITT
 DG7964  PID         -  DG7964
 DG7964  STATE/COUNTY-  KY/BOURBON
 DG7964  USGS QUAD   -  PARIS WEST (1987)
 DG7964
 DG7964                         *CURRENT SURVEY CONTROL
 DG7964  ___________________________________________________________________
 DG7964* NAD 83(1993)-  38 11 00.45816(N)    084 17 36.80553(W)     ADJUSTED  
 DG7964* NAVD 88     -       262.3    (meters)     861.     (feet)  GPS OBS   
 DG7964  ___________________________________________________________________
 DG7964  X           -     499,151.446 (meters)                     COMP
 DG7964  Y           -  -4,995,168.870 (meters)                     COMP
 DG7964  Z           -   3,921,612.158 (meters)                     COMP
 DG7964  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 DG7964  ELLIP HEIGHT-         228.73  (meters)          (11/03/04) GPS OBS
 DG7964  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DG7964
 DG7964  HORZ ORDER  -  A
 DG7964  ELLP ORDER  -  THIRD     CLASS I
 DG7964
 DG7964.The horizontal coordinates were established by GPS observations
 DG7964.and adjusted by the National Geodetic Survey in November 2004..
 DG7964
 DG7964.The orthometric height was determined by GPS observations and a
 DG7964.high-resolution geoid model.
 DG7964
 DG7964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7964
 DG7964.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7964
 DG7964.The ellipsoidal height was determined by GPS observations
 DG7964.and is referenced to NAD 83.
 DG7964
 DG7964.The geoid height was determined by GEOID03.
 DG7964
 DG7964;                    North         East     Units Scale Factor Converg.
 DG7964;SPC KY1Z     - 1,206,328.571 1,627,588.138   MT  0.99991926   +0 53 39.1
 DG7964;SPC KY1Z     - 3,957,762.99  5,339,845.42   sFT  0.99991926   +0 53 39.1
 DG7964;SPC KY N     -    75,862.634   496,183.922   MT  0.99997428   -0 01 37.5
 DG7964;SPC KY N     -   248,892.66  1,627,896.75   sFT  0.99997428   -0 01 37.5
 DG7964;UTM  16      - 4,229,633.074   737,046.250   MT  1.00029209   +1 40 25.9
 DG7964
 DG7964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7964!SPC KY1Z     -   0.99996411  x   0.99991926  =   0.99988337
 DG7964!SPC KY N     -   0.99996411  x   0.99997428  =   0.99993839
 DG7964!UTM  16      -   0.99996411  x   1.00029209  =   1.00025619
 DG7964
 DG7964                          SUPERSEDED SURVEY CONTROL
 DG7964
 DG7964.No superseded survey control is available for this station.
 DG7964
 DG7964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3704629633(NAD 83)
 DG7964_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7964_STAMPING: FBN BOBBITT 2002
 DG7964_MARK LOGO: NGS   
 DG7964_PROJECTION: FLUSH
 DG7964_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7964+STABILITY: SURFACE MOTION
 DG7964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7964+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7964
 DG7964  HISTORY     - Date     Condition        Report By
 DG7964  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7964
 DG7964                          STATION DESCRIPTION
 DG7964
 DG7964'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7964'LOCATED IN BOURBON CO., 1.5 MILES SW OF PARIS KY, 16.8 MILES E OF
 DG7964'GEORGETOWN KY, AND 15.1  MILES NE OF LEXINGTON KY.
 DG7964' 
 DG7964'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7964' 
 DG7964'TO REACH FROM THE INTERSECTION OF KY 27 AND KY 68 IN PARIS KY, GO SW
 DG7964'ON KY 68 FOR 1.5 MILES  TO THE STATION ON THE RIGHT.
 DG7964' 
 DG7964'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7964'CONCRETE POST FLUSH  WITH GROUND, 152.4 M W FROM CL OF DRIVEWAY 4290,
 DG7964'0.8 M SE FROM CORNER OF ROCK WALL, 15.8  M NW FROM POWER POLE, 27.7 M
 DG7964'W FROM FIRE HYDRANT, 34 M SE FROM SE CORNER OF 2-STORY  WHITE FRAME
 DG7964'HOUSE (FUTURE MUSEUM).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7959 ***********************************************************************
 DG7959  FBN         -  This is a Federal Base Network Control Station.
 DG7959  DESIGNATION -  FBN BOWEN
 DG7959  PID         -  DG7959
 DG7959  STATE/COUNTY-  KY/ROWAN
 DG7959  USGS QUAD   -  FARMERS (1975)
 DG7959
 DG7959                         *CURRENT SURVEY CONTROL
 DG7959  ___________________________________________________________________
 DG7959* NAD 83(1993)-  38 10 56.91081(N)    083 33 22.21612(W)     ADJUSTED  
 DG7959* NAVD 88     -       287.4    (meters)     943.     (feet)  GPS OBS   
 DG7959  ___________________________________________________________________
 DG7959  X           -     563,405.109 (meters)                     COMP
 DG7959  Y           -  -4,988,418.931 (meters)                     COMP
 DG7959  Z           -   3,921,542.290 (meters)                     COMP
 DG7959  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 DG7959  ELLIP HEIGHT-         254.79  (meters)          (11/03/04) GPS OBS
 DG7959  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DG7959
 DG7959  HORZ ORDER  -  A
 DG7959  ELLP ORDER  -  THIRD     CLASS I
 DG7959
 DG7959.The horizontal coordinates were established by GPS observations
 DG7959.and adjusted by the National Geodetic Survey in November 2004..
 DG7959
 DG7959.The orthometric height was determined by GPS observations and a
 DG7959.high-resolution geoid model.
 DG7959
 DG7959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7959
 DG7959.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7959
 DG7959.The ellipsoidal height was determined by GPS observations
 DG7959.and is referenced to NAD 83.
 DG7959
 DG7959.The geoid height was determined by GEOID03.
 DG7959
 DG7959;                    North         East     Units Scale Factor Converg.
 DG7959;SPC KY1Z     - 1,207,482.555 1,692,177.711   MT  0.99991917   +1 20 48.9
 DG7959;SPC KY1Z     - 3,961,549.02  5,551,753.04   sFT  0.99991917   +1 20 48.9
 DG7959;SPC KY N     -    75,981.314   560,787.250   MT  0.99997436   +0 25 53.8
 DG7959;SPC KY N     -   249,282.03  1,839,849.50   sFT  0.99997436   +0 25 53.8
 DG7959;UTM  17      - 4,229,149.730   276,114.558   MT  1.00021737   -1 34 50.9
 DG7959
 DG7959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7959!SPC KY1Z     -   0.99996002  x   0.99991917  =   0.99987920
 DG7959!SPC KY N     -   0.99996002  x   0.99997436  =   0.99993438
 DG7959!UTM  17      -   0.99996002  x   1.00021737  =   1.00017738
 DG7959
 DG7959                          SUPERSEDED SURVEY CONTROL
 DG7959
 DG7959.No superseded survey control is available for this station.
 DG7959
 DG7959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC7611529150(NAD 83)
 DG7959_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7959_STAMPING: FBN BOWEN 2002
 DG7959_MARK LOGO: NGS   
 DG7959_PROJECTION: FLUSH
 DG7959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7959+STABILITY: SURFACE MOTION
 DG7959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7959+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7959
 DG7959  HISTORY     - Date     Condition        Report By
 DG7959  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7959
 DG7959                          STATION DESCRIPTION
 DG7959
 DG7959'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7959'LOCATED IN ROWAN CO., ABOUT 52 MI E OF LEXINGTON KY, 6 3/4 MI W OF
 DG7959'MOOREHEAD KY, 2 3/4 MI N  OF FARMERS KY.
 DG7959' 
 DG7959'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7959' 
 DG7959'TO REACH FROM INTERSECTION OF I-64 AND RT 801 N OF FARMERS KY, TAKE
 DG7959'EXIT 133 OFF  EASTBOUND I-64 TO GRASS AREA BETWEEN I-64 AND EXIT RAMP.
 DG7959'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7959'CONCRETE POST FLUSH  WITH GROUND, 1.5 M BELOW EXIT RAMP. IT IS 49.9 M
 DG7959'SE OF SW CORNER OF WINGWALL OF BRIDGE  ABUTMENT, 64.3 M NW OF LIGHT
 DG7959'POLE IN THE SW CORNER OF INTERSECTION OF EXIT RAMP AND RT  801, 96.6 M
 DG7959'E OF UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7960 ***********************************************************************
 DG7960  FBN         -  This is a Federal Base Network Control Station.
 DG7960  DESIGNATION -  FBN BURGIN
 DG7960  PID         -  DG7960
 DG7960  STATE/COUNTY-  KY/PULASKI
 DG7960  USGS QUAD   -  MARETBURG (1979)
 DG7960
 DG7960                         *CURRENT SURVEY CONTROL
 DG7960  ___________________________________________________________________
 DG7960* NAD 83(1993)-  37 15 48.80030(N)    084 25 39.24083(W)     ADJUSTED  
 DG7960* NAVD 88     -       308.1    (meters)    1011.     (feet)  GPS OBS   
 DG7960  ___________________________________________________________________
 DG7960  X           -     493,536.952 (meters)                     COMP
 DG7960  Y           -  -5,058,538.797 (meters)                     COMP
 DG7960  Z           -   3,840,880.414 (meters)                     COMP
 DG7960  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 DG7960  ELLIP HEIGHT-         277.77  (meters)          (11/03/04) GPS OBS
 DG7960  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DG7960
 DG7960  HORZ ORDER  -  A
 DG7960  ELLP ORDER  -  THIRD     CLASS I
 DG7960
 DG7960.The horizontal coordinates were established by GPS observations
 DG7960.and adjusted by the National Geodetic Survey in November 2004..
 DG7960
 DG7960.The orthometric height was determined by GPS observations and a
 DG7960.high-resolution geoid model.
 DG7960
 DG7960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7960
 DG7960.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7960
 DG7960.The ellipsoidal height was determined by GPS observations
 DG7960.and is referenced to NAD 83.
 DG7960
 DG7960.The geoid height was determined by GEOID03.
 DG7960
 DG7960;                    North         East     Units Scale Factor Converg.
 DG7960;SPC KY1Z     - 1,104,070.879 1,617,296.044   MT  0.99996175   +0 48 42.9
 DG7960;SPC KY1Z     - 3,622,272.54  5,306,078.77   sFT  0.99996175   +0 48 42.9
 DG7960;SPC KY S     -   604,051.277   617,294.310   MT  0.99994616   +0 48 07.2
 DG7960;SPC KY S     - 1,981,791.56  2,025,239.75   sFT  0.99994616   +0 48 07.2
 DG7960;UTM  16      - 4,127,211.879   728,113.205   MT  1.00024104   +1 33 29.6
 DG7960
 DG7960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7960!SPC KY1Z     -   0.99995641  x   0.99996175  =   0.99991816
 DG7960!SPC KY S     -   0.99995641  x   0.99994616  =   0.99990257
 DG7960!UTM  16      -   0.99995641  x   1.00024104  =   1.00019744
 DG7960
 DG7960                          SUPERSEDED SURVEY CONTROL
 DG7960
 DG7960.No superseded survey control is available for this station.
 DG7960
 DG7960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2811327212(NAD 83)
 DG7960_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7960_STAMPING: FBN BURGIN 2002
 DG7960_MARK LOGO: NGS   
 DG7960_PROJECTION: FLUSH
 DG7960_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7960+STABILITY: SURFACE MOTION
 DG7960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7960+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7960
 DG7960  HISTORY     - Date     Condition        Report By
 DG7960  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7960
 DG7960                          STATION DESCRIPTION
 DG7960
 DG7960'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7960'LOCATED IN PULASKI CO., ABOUT 14.5 MI N OF SOMERSET KY, AND ABOUT 7 MI
 DG7960'SSW OF MT VERNON  KY, ON HWY 461.
 DG7960' 
 DG7960'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7960' 
 DG7960'TO REACH FROM THE INTERSECTION OF I-75 AND HWY 25 (EXIT 59) IN MT
 DG7960'VERNON KY, GO WEST ON  HWY 25 FOR 2.1 MI TO HWY 150, CONTINUE W ON HWY
 DG7960'150 FOR 1.8 MI TO INTERSECTION OF HWY 150  AND HWY 461, GO S ON HWY
 DG7960'461 FOR 7.2 MI TO STATION ON RIGHT.
 DG7960' 
 DG7960'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7960'CONCRETE POST FLUSH  WITH GROUND, 99.8 M (327.5 FT) SSW FROM PULASKI
 DG7960'CO. LINE SIGN, 120.4 M (395.0 M) NNE FROM HWY   SIGN, 6.5 M (21.2 FT)
 DG7960'SW FROM N END OF GUARD RAIL, 12.6 M (41.3 FT) NW FROM CL OF HWY 461.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7979 ***********************************************************************
 DG7979  FBN         -  This is a Federal Base Network Control Station.
 DG7979  DESIGNATION -  FBN CAMDEN
 DG7979  PID         -  DG7979
 DG7979  STATE/COUNTY-  KY/OLDHAM
 DG7979  USGS QUAD   -  CRESTWOOD (1993)
 DG7979
 DG7979                         *CURRENT SURVEY CONTROL
 DG7979  ___________________________________________________________________
 DG7979* NAD 83(1993)-  38 19 53.62489(N)    085 28 02.59940(W)     ADJUSTED  
 DG7979* NAVD 88     -       234.0    (meters)     768.     (feet)  GPS OBS   
 DG7979  ___________________________________________________________________
 DG7979  X           -     395,910.491 (meters)                     COMP
 DG7979  Y           -  -4,994,176.309 (meters)                     COMP
 DG7979  Z           -   3,934,504.068 (meters)                     COMP
 DG7979  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 DG7979  ELLIP HEIGHT-         200.61  (meters)          (11/03/04) GPS OBS
 DG7979  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 DG7979
 DG7979  HORZ ORDER  -  A
 DG7979  ELLP ORDER  -  THIRD     CLASS I
 DG7979
 DG7979.The horizontal coordinates were established by GPS observations
 DG7979.and adjusted by the National Geodetic Survey in November 2004..
 DG7979
 DG7979.The orthometric height was determined by GPS observations and a
 DG7979.high-resolution geoid model.
 DG7979
 DG7979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7979
 DG7979.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7979
 DG7979.The ellipsoidal height was determined by GPS observations
 DG7979.and is referenced to NAD 83.
 DG7979
 DG7979.The geoid height was determined by GEOID03.
 DG7979
 DG7979;                    North         East     Units Scale Factor Converg.
 DG7979;SPC KY1Z     - 1,221,808.662 1,524,708.660   MT  0.99993642   +0 10 24.6
 DG7979;SPC KY1Z     - 4,008,550.59  5,002,315.00   sFT  0.99993642   +0 10 24.6
 DG7979;SPC KY N     -    93,004.143   393,563.804   MT  0.99996487   -0 45 26.3
 DG7979;SPC KY N     -   305,131.09  1,291,217.25   sFT  0.99996487   -0 45 26.3
 DG7979;UTM  16      - 4,243,714.916   633,954.810   MT  0.99982099   +0 57 02.5
 DG7979
 DG7979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7979!SPC KY1Z     -   0.99996852  x   0.99993642  =   0.99990495
 DG7979!SPC KY N     -   0.99996852  x   0.99996487  =   0.99993339
 DG7979!UTM  16      -   0.99996852  x   0.99982099  =   0.99978952
 DG7979
 DG7979                          SUPERSEDED SURVEY CONTROL
 DG7979
 DG7979.No superseded survey control is available for this station.
 DG7979
 DG7979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3395543715(NAD 83)
 DG7979_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7979_STAMPING: FBN CAMDEN 2002
 DG7979_MARK LOGO: NGS   
 DG7979_PROJECTION: FLUSH
 DG7979_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7979+STABILITY: SURFACE MOTION
 DG7979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7979+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7979
 DG7979  HISTORY     - Date     Condition        Report By
 DG7979  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7979
 DG7979                          STATION DESCRIPTION
 DG7979
 DG7979'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7979'LOCATED IN OLDHAM CO. IN CRESTWOOD KY, 20 MILES NE LOUISVILLE, 4 MILES
 DG7979'NE OF THE I-275  BYPASS AND SR 146 (EXIT 30), ON THE GROUNDS OF OLDHAM
 DG7979'COUNTY SCHOOLS PROPERTY ON KY 329  BYPASS.
 DG7979' 
 DG7979'STATION IS LOCATED ON THE GROUNDS OWNED BY THE OLDHAM COUNTY BOARD OF
 DG7979'EDUCATION.   PLEASE KEEP VEHICLES PARKED IN ASPHALT PARKING LOT AND DO
 DG7979'NOT SET ANY STAKES IN LAWN  NEAR THE STATION.
 DG7979' 
 DG7979'TO REACH FROM THE INTERSECTION OF KY 146 AND KY BYPASS 329 IN
 DG7979'CRESTWOOD, GO 0.1 MILE NW  ON KY BYPASS 329 TO THE OLDHAM COUNTY
 DG7979'SCHOOLS ENTRANCE ON THE RIGHT, TURN ONTO  ENTRANCE ROAD AND CONTINUE
 DG7979'FOR 0.1 MILE TO STATION ON THE RIGHT.
 DG7979' 
 DG7979'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7979'CONCRETE POST FLUSH  WITH GROUND, 167 FT N FROM THE NW CORNER OF THE
 DG7979'SOUTH MIDDLE SCHOOL, 92.3 FT SE FROM A  SANITARY SEWER MANHOLE, 195.1
 DG7979'FT SW FROM THE SW CORNER OF A HEADWALL, 55.6 FT N FROM  THE EDGE OF
 DG7979'PAVEMENT OF ENTRANCE TO THE SOUTH, 44.5 FT SE FROM THE EDGE OF
 DG7979'PAVEMENT OF  THE ENTRANCE TO THE WEST, 38.7 FT NE FROM A 8 INCH TREE,
 DG7979'37.2 FT NW FROM A 8 INCH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7978 ***********************************************************************
 DG7978  FBN         -  This is a Federal Base Network Control Station.
 DG7978  DESIGNATION -  FBN CAMPBELL
 DG7978  PID         -  DG7978
 DG7978  STATE/COUNTY-  KY/LEE
 DG7978  USGS QUAD   -  BEATTYVILLE (1983)
 DG7978
 DG7978                         *CURRENT SURVEY CONTROL
 DG7978  ___________________________________________________________________
 DG7978* NAD 83(1993)-  37 35 37.19655(N)    083 41 40.95733(W)     ADJUSTED  
 DG7978* NAVD 88     -       304.6    (meters)     999.     (feet)  GPS OBS   
 DG7978  ___________________________________________________________________
 DG7978  X           -     555,751.300 (meters)                     COMP
 DG7978  Y           -  -5,029,674.989 (meters)                     COMP
 DG7978  Z           -   3,869,972.810 (meters)                     COMP
 DG7978  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 DG7978  ELLIP HEIGHT-         272.72  (meters)          (11/03/04) GPS OBS
 DG7978  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 DG7978
 DG7978  HORZ ORDER  -  A
 DG7978  ELLP ORDER  -  THIRD     CLASS I
 DG7978
 DG7978.The horizontal coordinates were established by GPS observations
 DG7978.and adjusted by the National Geodetic Survey in November 2004..
 DG7978
 DG7978.The orthometric height was determined by GPS observations and a
 DG7978.high-resolution geoid model.
 DG7978
 DG7978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7978
 DG7978.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7978
 DG7978.The ellipsoidal height was determined by GPS observations
 DG7978.and is referenced to NAD 83.
 DG7978
 DG7978.The geoid height was determined by GEOID03.
 DG7978
 DG7978;                    North         East     Units Scale Factor Converg.
 DG7978;SPC KY1Z     - 1,141,873.502 1,681,482.914   MT  0.99991705   +1 15 42.7
 DG7978;SPC KY1Z     - 3,746,296.65  5,516,665.19   sFT  0.99991705   +1 15 42.7
 DG7978;SPC KY S     -   641,840.152   681,490.272   MT  0.99995563   +1 14 47.2
 DG7978;SPC KY S     - 2,105,770.57  2,235,856.00   sFT  0.99995563   +1 14 47.2
 DG7978;UTM  17      - 4,164,147.436   262,089.556   MT  1.00029724   -1 38 40.9
 DG7978
 DG7978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7978!SPC KY1Z     -   0.99995721  x   0.99991705  =   0.99987426
 DG7978!SPC KY S     -   0.99995721  x   0.99995563  =   0.99991284
 DG7978!UTM  17      -   0.99995721  x   1.00029724  =   1.00025443
 DG7978
 DG7978                          SUPERSEDED SURVEY CONTROL
 DG7978
 DG7978.No superseded survey control is available for this station.
 DG7978
 DG7978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB6209064147(NAD 83)
 DG7978_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7978_STAMPING: FBN CAMPBELL 2002
 DG7978_MARK LOGO: NGS   
 DG7978_PROJECTION: FLUSH
 DG7978_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7978+STABILITY: SURFACE MOTION
 DG7978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7978+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7978
 DG7978  HISTORY     - Date     Condition        Report By
 DG7978  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7978
 DG7978                          STATION DESCRIPTION
 DG7978
 DG7978'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7978'LOCATED IN LEE CO., 18 MILES S OF SLADE, 20 MILES SW OF IRVINE, AND
 DG7978'1.8 MILES N OF BEATTYVILLE  ON KY 11.
 DG7978' 
 DG7978'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7978' 
 DG7978'TO REACH FROM THE INTERSECTION OF SR 52 AND KY 11 IN BEATTYVILLE, GO N
 DG7978'1.8 MILES ON KY 11 TO  STATION ON EAST SIDE OF ROAD, N OF HOUSE 186.
 DG7978' 
 DG7978'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7978'CONCRETE POST FLUSH  WITH GROUND, 8.4 FT W FROM POWER POLE SCBT 64,
 DG7978'175.5 FT NW FROM POWER POLE SCBT 63,  96.0 FT NE CONCRETE R/W
 DG7978'MONUMENT, 93.5 FT NW CONCRETE R/W MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7961 ***********************************************************************
 DG7961  FBN         -  This is a Federal Base Network Control Station.
 DG7961  DESIGNATION -  FBN CANNON
 DG7961  PID         -  DG7961
 DG7961  STATE/COUNTY-  KY/GRAYSON
 DG7961  USGS QUAD   -  LEITCHFIELD (1967)
 DG7961
 DG7961                         *CURRENT SURVEY CONTROL
 DG7961  ___________________________________________________________________
 DG7961* NAD 83(1993)-  37 24 16.14166(N)    086 15 34.09271(W)     ADJUSTED  
 DG7961* NAVD 88     -       237.3    (meters)     779.     (feet)  GPS OBS   
 DG7961  ___________________________________________________________________
 DG7961  X           -     330,954.330 (meters)                     COMP
 DG7961  Y           -  -5,062,207.796 (meters)                     COMP
 DG7961  Z           -   3,853,273.458 (meters)                     COMP
 DG7961  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 DG7961  ELLIP HEIGHT-         205.87  (meters)          (11/03/04) GPS OBS
 DG7961  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DG7961
 DG7961  HORZ ORDER  -  A
 DG7961  ELLP ORDER  -  THIRD     CLASS I
 DG7961
 DG7961.The horizontal coordinates were established by GPS observations
 DG7961.and adjusted by the National Geodetic Survey in November 2004..
 DG7961
 DG7961.The orthometric height was determined by GPS observations and a
 DG7961.high-resolution geoid model.
 DG7961
 DG7961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7961
 DG7961.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7961
 DG7961.The ellipsoidal height was determined by GPS observations
 DG7961.and is referenced to NAD 83.
 DG7961
 DG7961.The geoid height was determined by GEOID03.
 DG7961
 DG7961;                    North         East     Units Scale Factor Converg.
 DG7961;SPC KY1Z     - 1,119,002.872 1,454,895.541   MT  0.99993865   -0 18 46.1
 DG7961;SPC KY1Z     - 3,671,261.92  4,773,269.79   sFT  0.99993865   -0 18 46.1
 DG7961;SPC KY S     -   618,991.866   454,895.198   MT  0.99994615   -0 18 32.3
 DG7961;SPC KY S     - 2,030,809.15  1,492,435.33   sFT  0.99994615   -0 18 32.3
 DG7961;UTM  16      - 4,140,001.888   565,539.252   MT  0.99965291   +0 26 59.4
 DG7961
 DG7961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7961!SPC KY1Z     -   0.99996769  x   0.99993865  =   0.99990635
 DG7961!SPC KY S     -   0.99996769  x   0.99994615  =   0.99991385
 DG7961!UTM  16      -   0.99996769  x   0.99965291  =   0.99962062
 DG7961
 DG7961                          SUPERSEDED SURVEY CONTROL
 DG7961
 DG7961.No superseded survey control is available for this station.
 DG7961
 DG7961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6553940002(NAD 83)
 DG7961_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7961_STAMPING: FBN CANNON 2002
 DG7961_MARK LOGO: NGS   
 DG7961_PROJECTION: FLUSH
 DG7961_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7961+STABILITY: SURFACE MOTION
 DG7961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7961+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7961
 DG7961  HISTORY     - Date     Condition        Report By
 DG7961  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7961
 DG7961                          STATION DESCRIPTION
 DG7961
 DG7961'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7961'LOCATED IN GRAYSON CO., ABOUT 5 MI S OF LEITCHFIELD, 7 MI SW OF
 DG7961'CLARKSON, 13 MI E CANEYVILLE,  AT LEITCHFIELD GRAYSON CO. AIRPORT.
 DG7961' 
 DG7961'LEITCHFIELD GRAYSON CO. AIRPORT, AIRPORT MANAGER PHONE NUMBER IS
 DG7961'270-242-7276.
 DG7961' 
 DG7961'TO REACH FROM THE INTERSECTION OF KY 259 OVERPASS AND WESTERN KY
 DG7961'PARKWAY AT  LEITCHFIELD EXIT 107, GO S ON KY 259 4.4 MI TO AIRPORT
 DG7961'ROAD, TURN RIGHT AND GO EASTERLY AND  SOUTHERLY 0.8 MI TO THE AIRPORT
 DG7961'AND A GATE W OF A GREEN HANGAR, PASS THROUGH THE GATE  AND GO 0.1 MI
 DG7961'BEARING LEFT AT THE HANGAR TO THE JUNCTION OF TAXIWAY AND RUNWAY 2-20,
 DG7961'TURN LEFT AND GO N 0.2 MI TO THE STATION ON THE LEFT NEAR THE
 DG7961'TURNAROUND.
 DG7961' 
 DG7961'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7961'CONCRETE POST FLUSH  WITH GROUND ABOUT .8 FT LOWER HAN RUNWAY, 14.25
 DG7961'FT W OF A WHITE RUNWAY LIGHT, 24.5 FT W  OF THE EDGE OF THE RUNWAY
 DG7961'TARMAC, 28.38 FT SW OF A PK NAIL SET ON THE RADIUS OF THE  RUNWAY
 DG7961'TURNAROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7972 ***********************************************************************
 DG7972  FBN         -  This is a Federal Base Network Control Station.
 DG7972  DESIGNATION -  FBN CARR
 DG7972  PID         -  DG7972
 DG7972  STATE/COUNTY-  KY/HARRISON
 DG7972  USGS QUAD   -  SHAWHAN (1978)
 DG7972
 DG7972                         *CURRENT SURVEY CONTROL
 DG7972  ___________________________________________________________________
 DG7972* NAD 83(1993)-  38 22 03.23266(N)    084 17 17.56040(W)     ADJUSTED  
 DG7972* NAVD 88     -       219.2    (meters)     719.     (feet)  GPS OBS   
 DG7972  ___________________________________________________________________
 DG7972  X           -     498,354.195 (meters)                     COMP
 DG7972  Y           -  -4,982,491.809 (meters)                     COMP
 DG7972  Z           -   3,937,628.663 (meters)                     COMP
 DG7972  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DG7972  ELLIP HEIGHT-         185.14  (meters)          (11/03/04) GPS OBS
 DG7972  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DG7972
 DG7972  HORZ ORDER  -  A
 DG7972  ELLP ORDER  -  THIRD     CLASS I
 DG7972
 DG7972.The horizontal coordinates were established by GPS observations
 DG7972.and adjusted by the National Geodetic Survey in November 2004..
 DG7972
 DG7972.The orthometric height was determined by GPS observations and a
 DG7972.high-resolution geoid model.
 DG7972
 DG7972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7972
 DG7972.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7972
 DG7972.The ellipsoidal height was determined by GPS observations
 DG7972.and is referenced to NAD 83.
 DG7972
 DG7972.The geoid height was determined by GEOID03.
 DG7972
 DG7972;                    North         East     Units Scale Factor Converg.
 DG7972;SPC KY1Z     - 1,226,767.807 1,627,736.340   MT  0.99994161   +0 53 50.9
 DG7972;SPC KY1Z     - 4,024,820.71  5,340,331.64   sFT  0.99994161   +0 53 50.9
 DG7972;SPC KY N     -    96,297.632   496,660.757   MT  0.99996359   -0 01 25.6
 DG7972;SPC KY N     -   315,936.48  1,629,461.17   sFT  0.99996359   -0 01 25.6
 DG7972;UTM  16      - 4,250,079.828   736,915.047   MT  1.00029129   +1 41 02.4
 DG7972
 DG7972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7972!SPC KY1Z     -   0.99997095  x   0.99994161  =   0.99991256
 DG7972!SPC KY N     -   0.99997095  x   0.99996359  =   0.99993454
 DG7972!UTM  16      -   0.99997095  x   1.00029129  =   1.00026223
 DG7972
 DG7972                          SUPERSEDED SURVEY CONTROL
 DG7972
 DG7972.No superseded survey control is available for this station.
 DG7972
 DG7972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3691550080(NAD 83)
 DG7972_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7972_STAMPING: FBN CARR 2002
 DG7972_MARK LOGO: NGS   
 DG7972_PROJECTION: FLUSH
 DG7972_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7972+STABILITY: SURFACE MOTION
 DG7972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7972+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7972
 DG7972  HISTORY     - Date     Condition        Report By
 DG7972  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7972
 DG7972                          STATION DESCRIPTION
 DG7972
 DG7972'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7972'THE STATION IS LOCATED IN HARRISON COUNTY, KY, 51 1/2 MILES SOUTH
 DG7972'SOUTHEAST OF  COVINGTON, 25 MILES NORTH NORTHEAST OF LEXINGTON, 1 1/2
 DG7972'MILES SOUTH SOUTHEAST OF  CYNTHIANA.
 DG7972' 
 DG7972'THE STATION IS LOCATED ON PROPERTY OWNED BY THE CYNTHIANA-HARRISON
 DG7972'COUNTY AIRPORT.   AIRPORT MANAGER PHONE NUMBER IS 859-234-8477.
 DG7972' 
 DG7972'TO REACH THE STATION FROM THE INTERSECTION OF US 62 AND US 27, HEAD
 DG7972'NORTHEAST ON US 62  FOR 1.61 MILES TO STOP LIGHT, TURN RIGHT ONTO EAST
 DG7972'BRIDGE STREET, CONTINUE EAST ON EAST  BRIDGE STREET FOR 0.19 MILE
 DG7972'CROSSING RAILROAD TRACKS TO SOUTH CHURCH STREET, TURN  RIGHT ONTO
 DG7972'SOUTH CHURCH STREET, CONTINUE SOUTH ON SOUTH CHURCH STREET FOR 1.76
 DG7972'MILES  TO COUNTY INFIRMARY ROAD ON LEFT, TURN LEFT ONTO COUNTY
 DG7972'INFIRMARY ROAD AND CONTINUE  FOR 0.19 MILE CROSSING RAILROAD TRACKS TO
 DG7972'AIRFIELD ROAD ON LEFT.  TURN LEFT ONTO AIRFIELD  ROAD AND CONTINUE FOR
 DG7972'0.41 MILE TO AIRPORT GATE AND CONTINUE ANOTHER 0.18 MILE TO  AIRPORT
 DG7972'OFFICE.
 DG7972' 
 DG7972'THE STATION IS AN NGS HORIZONTAL STATION DISK SET IN A 10 INCH
 DG7972'DIAMETER POURED CONCRETE  POST FLUSH WITH THE GROUND.  IT IS 49.8 M
 DG7972'SOUTH SOUTHEAST OF NOAA CARSONITE WITNESS  POST SET ADJACENT TO THE
 DG7972'SOUTHWEST CORNER POST OF THE AIRPORT OFFICE PORCH, 28.7 M  EAST
 DG7972'SOUTHEAST OF THE CENTERLINE OF A TAXI WAY, 22.8 M EAST NORTHEAST FROM
 DG7972'THE MIDDLE  OF THREE BEACON LIGHTS SET ALONG THE EAST SIDE OF THE TAXI
 DG7972'WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5157 ***********************************************************************
 DF5157  FBN         -  This is a Federal Base Network Control Station.
 DF5157  DESIGNATION -  FBN CHERAMIE
 DF5157  PID         -  DF5157
 DF5157  STATE/COUNTY-  KY/CAMPBELL
 DF5157  USGS QUAD   -  ALEXANDRIA (1984)
 DF5157
 DF5157                         *CURRENT SURVEY CONTROL
 DF5157  ___________________________________________________________________
 DF5157* NAD 83(1993)-  38 56 50.36778(N)    084 23 38.91208(W)     ADJUSTED  
 DF5157* NAVD 88     -       244.5    (meters)     802.     (feet)  GPS OBS   
 DF5157  ___________________________________________________________________
 DF5157  X           -     485,216.164 (meters)                     COMP
 DF5157  Y           -  -4,943,413.173 (meters)                     COMP
 DF5157  Z           -   3,987,903.054 (meters)                     COMP
 DF5157  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 DF5157  ELLIP HEIGHT-         210.47  (meters)          (11/03/04) GPS OBS
 DF5157  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 DF5157
 DF5157  HORZ ORDER  -  A
 DF5157  ELLP ORDER  -  THIRD     CLASS I
 DF5157
 DF5157.The horizontal coordinates were established by GPS observations
 DF5157.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 DF5157
 DF5157.The orthometric height was determined by GPS observations and a
 DF5157.high-resolution geoid model.
 DF5157
 DF5157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5157
 DF5157.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5157
 DF5157.The ellipsoidal height was determined by GPS observations
 DF5157.and is referenced to NAD 83.
 DF5157
 DF5157.The geoid height was determined by GEOID03.
 DF5157
 DF5157;                    North         East     Units Scale Factor Converg.
 DF5157;SPC KY1Z     - 1,290,979.931 1,617,545.358   MT  1.00007975   +0 49 56.8
 DF5157;SPC KY1Z     - 4,235,489.99  5,306,896.73   sFT  1.00007975   +0 49 56.8
 DF5157;SPC KY N     -   160,663.429   487,504.264   MT  0.99999712   -0 05 22.8
 DF5157;SPC KY N     -   527,109.93  1,599,420.24   sFT  0.99999712   -0 05 22.8
 DF5157;UTM  16      - 4,314,160.554   725,829.504   MT  1.00022803   +1 38 19.5
 DF5157
 DF5157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5157!SPC KY1Z     -   0.99996698  x   1.00007975  =   1.00004673
 DF5157!SPC KY N     -   0.99996698  x   0.99999712  =   0.99996410
 DF5157!UTM  16      -   0.99996698  x   1.00022803  =   1.00019500
 DF5157
 DF5157:                Primary Azimuth Mark                     Grid Az
 DF5157:SPC KY1Z     -  NKC 127 AZ MK                            007 28 56.8
 DF5157:SPC KY N     -  NKC 127 AZ MK                            008 24 16.4
 DF5157:UTM  16      -  NKC 127 AZ MK                            006 40 34.1
 DF5157
 DF5157|---------------------------------------------------------------------|
 DF5157| PID    Reference Object                     Distance      Geod. Az  |
 DF5157|                                                           dddmmss.s |
 DF5157| DF5123 NKC 127 AZ MK                       APPROX. 0.5 KM 0081853.6 |
 DF5157|---------------------------------------------------------------------|
 DF5157
 DF5157                          SUPERSEDED SURVEY CONTROL
 DF5157
 DF5157  ELLIP H (04/07/03)  210.51   (m)                       GP(       ) 3 1
 DF5157
 DF5157.Superseded values are not recommended for survey control.
 DF5157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5157.See file dsdata.txt to determine how the superseded data were derived.
 DF5157
 DF5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2583014161(NAD 83)
 DF5157_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5157_STAMPING: FBN CHERAMIE 2002
 DF5157_MARK LOGO: NGS   
 DF5157_PROJECTION: FLUSH
 DF5157_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5157+STABILITY: SURFACE MOTION
 DF5157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5157+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002
 DF5157
 DF5157  HISTORY     - Date     Condition        Report By
 DF5157  HISTORY     - 20021112 MONUMENTED       KYTC
 DF5157  HISTORY     - 20021202 GOOD             WOOLPT
 DF5157
 DF5157                          STATION DESCRIPTION
 DF5157
 DF5157'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (BJM)
 DF5157'THE STATION IS LOCATED APPROXIMATELY 12.5 MI SOUTHEAST OF THE CITY OF
 DF5157'CINCINNATI, 8.05 MI
 DF5157'EAST OF THE CITY OF INDEPENDENCE, AND 2.05 MI NORTH OF THE VILLAGE OF
 DF5157'CLARYVILLE, NEAR THE
 DF5157'SOUTH LIMITS OF THE CITY OF ALEXANDRIA, WEST OF US HIGHWAY 27
 DF5157'(ALEXANDRIA PIKE), ON THE
 DF5157'SOUTH SIDE OF A PARK-AND-RIDE PARKING AREA. OWNERSHIP--STATE OF
 DF5157'KENTUCKY.
 DF5157' 
 DF5157'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 (AA HIGHWAY)
 DF5157'WITH US HIGHWAY
 DF5157'27 BRIDGE, APPROXIMATELY 3.30 MI NORTH-NORTHWEST OF ALEXANDRIA, GO
 DF5157'SOUTH 3.75 MI ON
 DF5157'HIGHWAY 27 TO THE JUNCTION OF HIGHWAY 27 WITH STATE HIGHWAY 10
 DF5157'(INTERSECTION OF
 DF5157'ALEXANDRIA PIKE AND MAIN STREET), CONTINUE SOUTH 0.55 MI ON HIGHWAY 27
 DF5157'TO THE JUNCTION OF
 DF5157'HIGHWAY 27 WITH THE SOUTH ACCESS DRIVE TO THE PARK-AND-RIDE PARKING
 DF5157'AREA, TURN RIGHT
 DF5157'AND GO WEST 95 FEET TO THE STATION ON THE RIGHT. THE STATION IS A
 DF5157'STANDARD BRONZE NGS
 DF5157'HORIZONTAL CONTROL MARK DISK STAMPED --FBN CHERAMIE 2002-SET INTO THE
 DF5157'TOP OF A 12-INCH
 DF5157'DIAMETER CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND AND
 DF5157'APPROXIMATELY 4 FEET
 DF5157'ABOVE HIGHWAY 27.
 DF5157' 
 DF5157'THE STATION IS 95.0 FEET WEST OF THE CENTERLINE OF SOUTHBOUND HIGHWAY
 DF5157'27, 208.3 FEET
 DF5157'SOUTH OF A LARGE METAL LIGHT POLE FOR PARKING AREA, 67.9 FEET WEST OF
 DF5157'HIGH-VOLTAGE
 DF5157'ELECTRIC TRANSMISSION LINE POLE --CA34047RE--, 50.1 FEET NORTH OF THE
 DF5157'CENTERLINE OF SOUTH
 DF5157'ACCESS DRIVE TO PARKING AREA, 43.4 FEET EAST OF THE SOUTHWEST CORNER
 DF5157'OF PARKING AREA,
 DF5157'AND 3.2 FEET SOUTH OF THE BACK-OF-CURB AND A  ORANGE FIBERGLASS
 DF5157'WITNESS POST.
 DF5157' 
 DF5157'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF5157'THE HORIZON,
 DF5157'DESCRIBED LIGHT POLE EXTENDING 25 DEGREES ABOVE THE HORIZON, DESCRIBED
 DF5157'ELECTRIC POLE
 DF5157'EXTENDING 35 DEGREES ABOVE THE HORIZON, AND A CLUSTER OF TREES
 DF5157'APPROXIMATELY 150 FEET
 DF5157'WEST EXTENDING 15 DEGREES ABOVE THE HORIZON.
 DF5157' 
 DF5157'
 DF5157
 DF5157                          STATION RECOVERY (2002)
 DF5157
 DF5157'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 DF5157'LOCATED IN CAMPBELL CO., 0.7 MI S OF ALEXANDRIA KY, IN A COMUTER PARK
 DF5157'AND RIDE LOT.
 DF5157' 
 DF5157'STATION IS LOCATED IN TANK PARK AND RIDE LOT.
 DF5157' 
 DF5157'TO REACH FROM THE INTERSECTION OF SR 10, MAIN ST AND SR 27 IN
 DF5157'ALEXANDRIA KY, GO S ON SR 27  FOR 0.7 MI, TURN RIGHT AT S ENTRANCE AND
 DF5157'ENTER PARK AND RIDE LOT. STATION IS IN GRASS AREA  BETWEEN ROAD AND
 DF5157'PARKING LOT ON RIGHT.
 DF5157' 
 DF5157'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DF5157'CONCRETE POST FLUSH  WITH GROUND, 3.2 FT S OF SOUTH CURB OF PARKING
 DF5157'LOT, 67.5 FT WNW OF POWER POLE CA34047  RE, 43.5 FT ESE OF SW  CORNER
 DF5157'OF PARKING LOT CURB, 84.5 FT NW OF STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7962 ***********************************************************************
 DG7962  FBN         -  This is a Federal Base Network Control Station.
 DG7962  DESIGNATION -  FBN CLAY
 DG7962  PID         -  DG7962
 DG7962  STATE/COUNTY-  KY/CARTER
 DG7962  USGS QUAD   -  OLIVE HILL (1975)
 DG7962
 DG7962                         *CURRENT SURVEY CONTROL
 DG7962  ___________________________________________________________________
 DG7962* NAD 83(1993)-  38 19 50.05830(N)    083 12 30.43454(W)     ADJUSTED  
 DG7962* NAVD 88     -       276.9    (meters)     908.     (feet)  GPS OBS   
 DG7962  ___________________________________________________________________
 DG7962  X           -     592,463.590 (meters)                     COMP
 DG7962  Y           -  -4,974,792.144 (meters)                     COMP
 DG7962  Z           -   3,934,444.975 (meters)                     COMP
 DG7962  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DG7962  ELLIP HEIGHT-         244.43  (meters)          (11/03/04) GPS OBS
 DG7962  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DG7962
 DG7962  HORZ ORDER  -  A
 DG7962  ELLP ORDER  -  THIRD     CLASS I
 DG7962
 DG7962.The horizontal coordinates were established by GPS observations
 DG7962.and adjusted by the National Geodetic Survey in November 2004..
 DG7962
 DG7962.The orthometric height was determined by GPS observations and a
 DG7962.high-resolution geoid model.
 DG7962
 DG7962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7962
 DG7962.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7962
 DG7962.The ellipsoidal height was determined by GPS observations
 DG7962.and is referenced to NAD 83.
 DG7962
 DG7962.The geoid height was determined by GEOID03.
 DG7962
 DG7962;                    North         East     Units Scale Factor Converg.
 DG7962;SPC KY1Z     - 1,224,686.965 1,722,182.830   MT  0.99993629   +1 33 37.5
 DG7962;SPC KY1Z     - 4,017,993.82  5,650,194.83   sFT  0.99993629   +1 33 37.5
 DG7962;SPC KY N     -    92,705.654   591,064.232   MT  0.99996491   +0 38 52.5
 DG7962;SPC KY N     -   304,151.80  1,939,183.23   sFT  0.99996491   +0 38 52.5
 DG7962;UTM  17      - 4,244,801.595   306,966.109   MT  1.00005892   -1 22 12.4
 DG7962
 DG7962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7962!SPC KY1Z     -   0.99996165  x   0.99993629  =   0.99989794
 DG7962!SPC KY N     -   0.99996165  x   0.99996491  =   0.99992656
 DG7962!UTM  17      -   0.99996165  x   1.00005892  =   1.00002057
 DG7962
 DG7962                          SUPERSEDED SURVEY CONTROL
 DG7962
 DG7962.No superseded survey control is available for this station.
 DG7962
 DG7962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC0696644802(NAD 83)
 DG7962_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7962_STAMPING: FBN CLAY 2002
 DG7962_MARK LOGO: NGS   
 DG7962_PROJECTION: FLUSH
 DG7962_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7962+STABILITY: SURFACE MOTION
 DG7962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7962+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7962
 DG7962  HISTORY     - Date     Condition        Report By
 DG7962  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7962
 DG7962                          STATION DESCRIPTION
 DG7962
 DG7962'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7962'LOCATED IN CARTER CO., IN THE SE QUADRANT OF THE I-64 (EXIT 156) AND
 DG7962'RT 2 INTERCHANGE.
 DG7962' 
 DG7962'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7962' 
 DG7962'TO REACH FROM THE INTERSECTION OF US 60 AND RT 2 IN OLIVE HILL, GO N
 DG7962'ON RT 2 ABOUT 2.5 MI TO  THE JUNCTION OF I-64, TURN RIGHT ONTO THE
 DG7962'EASTBOUND ON-RAMP AND THE STATION IN THE  GRASS ON THE RIGHT.
 DG7962' 
 DG7962'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7962'CONCRETE POST FLUSH  WITH GROUND, 12.2 M NNW FROM THE ON-RAMP EDGE OF
 DG7962'PAVEMENT 18.6 M NW FROM THE END OF  THE GUARD RAIL, 81.5 M SSE FROM
 DG7962'THE EDGE OF PAVEMENT OF I-64 EASTBOUND, 50.2 M SE FROM  THE SE CORNER
 DG7962'OF OVERPASS BRIDGE, AND 1.27 M SE OF CARSONITE WP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7965 ***********************************************************************
 DG7965  FBN         -  This is a Federal Base Network Control Station.
 DG7965  DESIGNATION -  FBN COBB
 DG7965  PID         -  DG7965
 DG7965  STATE/COUNTY-  KY/HOPKINS
 DG7965  USGS QUAD   -  DAWSON SPRINGS (1968)
 DG7965
 DG7965                         *CURRENT SURVEY CONTROL
 DG7965  ___________________________________________________________________
 DG7965* NAD 83(1993)-  37 11 48.38592(N)    087 41 22.44334(W)     ADJUSTED  
 DG7965* NAVD 88     -       148.5    (meters)     487.     (feet)  GPS OBS   
 DG7965  ___________________________________________________________________
 DG7965  X           -     205,072.514 (meters)                     COMP
 DG7965  Y           -  -5,082,780.229 (meters)                     COMP
 DG7965  Z           -   3,834,882.914 (meters)                     COMP
 DG7965  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DG7965  ELLIP HEIGHT-         118.87  (meters)          (11/03/04) GPS OBS
 DG7965  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DG7965
 DG7965  HORZ ORDER  -  A
 DG7965  ELLP ORDER  -  THIRD     CLASS I
 DG7965
 DG7965.The horizontal coordinates were established by GPS observations
 DG7965.and adjusted by the National Geodetic Survey in November 2004..
 DG7965
 DG7965.The orthometric height was determined by GPS observations and a
 DG7965.high-resolution geoid model.
 DG7965
 DG7965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7965
 DG7965.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7965
 DG7965.The ellipsoidal height was determined by GPS observations
 DG7965.and is referenced to NAD 83.
 DG7965
 DG7965.The geoid height was determined by GEOID03.
 DG7965
 DG7965;                    North         East     Units Scale Factor Converg.
 DG7965;SPC KY1Z     - 1,097,617.794 1,327,818.490   MT  0.99997479   -1 11 26.9
 DG7965;SPC KY1Z     - 3,601,101.05  4,356,351.16   sFT  0.99997479   -1 11 26.9
 DG7965;SPC KY S     -   597,586.611   327,822.756   MT  0.99994826   -1 10 34.6
 DG7965;SPC KY S     - 1,960,582.07  1,075,531.83   sFT  0.99994826   -1 10 34.6
 DG7965;UTM  16      - 4,116,924.137   438,803.054   MT  0.99964613   -0 25 00.8
 DG7965
 DG7965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7965!SPC KY1Z     -   0.99998135  x   0.99997479  =   0.99995614
 DG7965!SPC KY S     -   0.99998135  x   0.99994826  =   0.99992961
 DG7965!UTM  16      -   0.99998135  x   0.99964613  =   0.99962748
 DG7965
 DG7965                          SUPERSEDED SURVEY CONTROL
 DG7965
 DG7965.No superseded survey control is available for this station.
 DG7965
 DG7965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3880316924(NAD 83)
 DG7965_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7965_STAMPING: FBN COBB 2002
 DG7965_MARK LOGO: NGS   
 DG7965_PROJECTION: FLUSH
 DG7965_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7965+STABILITY: SURFACE MOTION
 DG7965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7965+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7965
 DG7965  HISTORY     - Date     Condition        Report By
 DG7965  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7965
 DG7965                          STATION DESCRIPTION
 DG7965
 DG7965'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7965'LOCATED IN HOPKINS CO., 2.0 MILES N OF DAWSON SPRINGS KY, 14.6 MILES S
 DG7965'OF PROVIDENCE KY, 14.1  MILES SW OF MADISONVILLE KY., IN TH SW
 DG7965'QUADRANT OF THE WESTERN KENTUCKY PARKWAY AND  KY 109 INTERCHANGE.
 DG7965' 
 DG7965'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7965' 
 DG7965'TO REACH FROM THE INTERSECTION OF EWNDELL H. FORD WESTERN KENTUCKY
 DG7965'PARKWAY AND KY  109, GO S ON KY 109 FOR 0.1 MILE TO EASTBOUND ON-RAMP
 DG7965'TO WESTERN KENTUCKY PARKWAY,  TURN RIGHT AND GO 280 FT TO STATION ON
 DG7965'THE RIGHT
 DG7965' 
 DG7965'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7965'CONCRETE POST FLUSH  WITH GROUND, 115.5 M W OF HIGH MAST LIGHT POLE,
 DG7965'22. 9 M N OF EDGE OF PAVEMENT OF RAMP, 63.2  M SW OF SW CORNER OF KY
 DG7965'109 BRIDGE OVER WESTERN KENTUCKY PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7980 ***********************************************************************
 DG7980  FBN         -  This is a Federal Base Network Control Station.
 DG7980  DESIGNATION -  FBN CRESS
 DG7980  PID         -  DG7980
 DG7980  STATE/COUNTY-  KY/JACKSON
 DG7980  USGS QUAD   -  TYNER (1976)
 DG7980
 DG7980                         *CURRENT SURVEY CONTROL
 DG7980  ___________________________________________________________________
 DG7980* NAD 83(1993)-  37 18 57.86337(N)    083 54 05.80201(W)     ADJUSTED  
 DG7980* NAVD 88     -       347.8    (meters)    1141.     (feet)  GPS OBS   
 DG7980  ___________________________________________________________________
 DG7980  X           -     539,579.265 (meters)                     COMP
 DG7980  Y           -  -5,050,314.739 (meters)                     COMP
 DG7980  Z           -   3,845,541.385 (meters)                     COMP
 DG7980  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 DG7980  ELLIP HEIGHT-         316.83  (meters)          (11/03/04) GPS OBS
 DG7980  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DG7980
 DG7980  HORZ ORDER  -  A
 DG7980  ELLP ORDER  -  THIRD     CLASS I
 DG7980
 DG7980.The horizontal coordinates were established by GPS observations
 DG7980.and adjusted by the National Geodetic Survey in November 2004..
 DG7980
 DG7980.The orthometric height was determined by GPS observations and a
 DG7980.high-resolution geoid model.
 DG7980
 DG7980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7980
 DG7980.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7980
 DG7980.The ellipsoidal height was determined by GPS observations
 DG7980.and is referenced to NAD 83.
 DG7980
 DG7980.The geoid height was determined by GEOID03.
 DG7980
 DG7980;                    North         East     Units Scale Factor Converg.
 DG7980;SPC KY1Z     - 1,110,690.564 1,663,826.109   MT  0.99995244   +1 08 05.4
 DG7980;SPC KY1Z     - 3,643,990.63  5,458,736.16   sFT  0.99995244   +1 08 05.4
 DG7980;SPC KY S     -   610,661.233   663,825.223   MT  0.99994545   +1 07 15.5
 DG7980;SPC KY S     - 2,003,477.73  2,177,899.92   sFT  0.99994545   +1 07 15.5
 DG7980;UTM  17      - 4,133,885.238   242,869.183   MT  1.00041451   -1 45 35.8
 DG7980
 DG7980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7980!SPC KY1Z     -   0.99995028  x   0.99995244  =   0.99990273
 DG7980!SPC KY S     -   0.99995028  x   0.99994545  =   0.99989574
 DG7980!UTM  17      -   0.99995028  x   1.00041451  =   1.00036477
 DG7980
 DG7980                          SUPERSEDED SURVEY CONTROL
 DG7980
 DG7980.No superseded survey control is available for this station.
 DG7980
 DG7980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB4286933885(NAD 83)
 DG7980_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7980_STAMPING: FBN CRESS 2002
 DG7980_MARK LOGO: NGS   
 DG7980_PROJECTION: FLUSH
 DG7980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7980+STABILITY: SURFACE MOTION
 DG7980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7980+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7980
 DG7980  HISTORY     - Date     Condition        Report By
 DG7980  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7980
 DG7980                          STATION DESCRIPTION
 DG7980
 DG7980'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7980'LOCATED IN JACKSON CO. IN EGYPT KY, 2 MILES S OF TYNER, 5 MILES NW OF
 DG7980'BURNING SPRINGS, 6  MILES E OF ANNVILLE, AT THE EGYPT MISSIONARY
 DG7980'BAPTIST CHURCH.
 DG7980' 
 DG7980'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7980' 
 DG7980'TO REACH FROM THE INTERSECTION OF THE DANIEL BOONE PARKWAY AND US 421,
 DG7980'GO N ON US 421  FOR 22 MILES TO THE EGYPT MISSIONARY BAPTIST CHURCH
 DG7980'(BRICK)ON NW SIDE OF US 421.
 DG7980' 
 DG7980'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7980'CONCRETE POST FLUSH  WITH GROUND, 149.4 FT SW FROM POWER POLE D637,
 DG7980'63.9 FT NE FROM POWER POLE D636, 47.5 FT  S OF MAG NAIL W/ SHINER SET
 DG7980'IN ASPHALT OF CHURCH PARKING LOT, 37.6 FT NW 'DEER CROSSING'  SIGN
 DG7980'(ACROSS HIGHWAY FROM MARK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7966 ***********************************************************************
 DG7966  FBN         -  This is a Federal Base Network Control Station.
 DG7966  DESIGNATION -  FBN DAMERON
 DG7966  PID         -  DG7966
 DG7966  STATE/COUNTY-  KY/GALLATIN
 DG7966  USGS QUAD   -  GLENCOE (1969)
 DG7966
 DG7966                         *CURRENT SURVEY CONTROL
 DG7966  ___________________________________________________________________
 DG7966* NAD 83(1993)-  38 44 29.61147(N)    084 50 04.32593(W)     ADJUSTED  
 DG7966* NAVD 88     -       211.2    (meters)     693.     (feet)  GPS OBS   
 DG7966  ___________________________________________________________________
 DG7966  X           -     448,493.248 (meters)                     COMP
 DG7966  Y           -  -4,961,240.260 (meters)                     COMP
 DG7966  Z           -   3,970,090.811 (meters)                     COMP
 DG7966  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DG7966  ELLIP HEIGHT-         177.40  (meters)          (11/03/04) GPS OBS
 DG7966  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DG7966
 DG7966  HORZ ORDER  -  A
 DG7966  ELLP ORDER  -  THIRD     CLASS I
 DG7966
 DG7966.The horizontal coordinates were established by GPS observations
 DG7966.and adjusted by the National Geodetic Survey in November 2004..
 DG7966
 DG7966.The orthometric height was determined by GPS observations and a
 DG7966.high-resolution geoid model.
 DG7966
 DG7966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7966
 DG7966.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7966
 DG7966.The ellipsoidal height was determined by GPS observations
 DG7966.and is referenced to NAD 83.
 DG7966
 DG7966.The geoid height was determined by GEOID03.
 DG7966
 DG7966;                    North         East     Units Scale Factor Converg.
 DG7966;SPC KY1Z     - 1,267,672.742 1,579,591.354   MT  1.00001891   +0 33 43.4
 DG7966;SPC KY1Z     - 4,159,022.99  5,182,375.97   sFT  1.00001891   +0 33 43.4
 DG7966;SPC KY N     -   137,972.706   449,181.835   MT  0.99997351   -0 21 49.0
 DG7966;SPC KY N     -   452,665.45  1,473,690.74   sFT  0.99997351   -0 21 49.0
 DG7966;UTM  16      - 4,290,323.989   688,201.448   MT  1.00003618   +1 21 20.0
 DG7966
 DG7966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7966!SPC KY1Z     -   0.99997217  x   1.00001891  =   0.99999108
 DG7966!SPC KY N     -   0.99997217  x   0.99997351  =   0.99994568
 DG7966!UTM  16      -   0.99997217  x   1.00003618  =   1.00000835
 DG7966
 DG7966                          SUPERSEDED SURVEY CONTROL
 DG7966
 DG7966.No superseded survey control is available for this station.
 DG7966
 DG7966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8820190324(NAD 83)
 DG7966_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7966_STAMPING: FBN DAMERON 2002
 DG7966_MARK LOGO: NGS   
 DG7966_PROJECTION: FLUSH
 DG7966_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7966+STABILITY: SURFACE MOTION
 DG7966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7966+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7966
 DG7966  HISTORY     - Date     Condition        Report By
 DG7966  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7966
 DG7966                          STATION DESCRIPTION
 DG7966
 DG7966'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7966'LOCATED IN GALLATIN CO., 30 MILES SW OF COVINGTON KY, 60 MILES NE OF
 DG7966'LUOISVILLE, AND 2 MILES  N OF GLENCOE KY AT I-75 EXIT 62.
 DG7966' 
 DG7966'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7966' 
 DG7966'TO REACH FROM THE INTERSECTION OF US 127 AND I-75, GO N ON US 127 TO
 DG7966'ASPHALT PARKING LOT  0.1 MILE WNW OF BRIDGE OVER I-75, NEAR LOT FOR
 DG7966'127 MOTEL/RESTAURANT AND MARATHON GAS  STATION, TURN W INTO PARKING
 DG7966'LOT ANF GO TO SOUTHERN END.  MARK IS BETWEEN RAMP FOR I-75  SOUTHBOUND
 DG7966'AND ROW FENCE ON A GRASSY/GRAVEL KNOLL.
 DG7966' 
 DG7966'STATION IS AN NGS HORIZONTAL DISK SET IN A 12 IN DIAMETER POURED
 DG7966'CONCRETE POST FLUSH  WITH GROUND, 144.4 FT NNE OF POWER POLE
 DG7966'274-066213, 63.1 FT NW OF CL OF ON-RAMP TO I-75,  48.3 FT SE OF SQUARE
 DG7966'SIGN POST (FOR MOTEL, ABOUT 30 FT TALL), AND 51.5 FT SE OF END POST OF
 DG7966'ROW FENCE PARALLEL TO I-75 ON-RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7981 ***********************************************************************
 DG7981  FBN         -  This is a Federal Base Network Control Station.
 DG7981  DESIGNATION -  FBN DAVIS
 DG7981  PID         -  DG7981
 DG7981  STATE/COUNTY-  KY/LEWIS
 DG7981  USGS QUAD   -  CHARTERS (1983)
 DG7981
 DG7981                         *CURRENT SURVEY CONTROL
 DG7981  ___________________________________________________________________
 DG7981* NAD 83(1993)-  38 35 06.13076(N)    083 25 11.60802(W)     ADJUSTED  
 DG7981* NAVD 88     -       167.9    (meters)     551.     (feet)  GPS OBS   
 DG7981  ___________________________________________________________________
 DG7981  X           -     572,078.248 (meters)                     COMP
 DG7981  Y           -  -4,959,406.954 (meters)                     COMP
 DG7981  Z           -   3,956,496.784 (meters)                     COMP
 DG7981  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DG7981  ELLIP HEIGHT-         135.07  (meters)          (11/03/04) GPS OBS
 DG7981  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DG7981
 DG7981  HORZ ORDER  -  A
 DG7981  ELLP ORDER  -  THIRD     CLASS I
 DG7981
 DG7981.The horizontal coordinates were established by GPS observations
 DG7981.and adjusted by the National Geodetic Survey in November 2004..
 DG7981
 DG7981.The orthometric height was determined by GPS observations and a
 DG7981.high-resolution geoid model.
 DG7981
 DG7981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7981
 DG7981.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7981
 DG7981.The ellipsoidal height was determined by GPS observations
 DG7981.and is referenced to NAD 83.
 DG7981
 DG7981.The geoid height was determined by GEOID03.
 DG7981
 DG7981;                    North         East     Units Scale Factor Converg.
 DG7981;SPC KY1Z     - 1,252,441.369 1,702,997.762   MT  0.99998135   +1 25 50.1
 DG7981;SPC KY1Z     - 4,109,051.39  5,587,251.82   sFT  0.99998135   +1 25 50.1
 DG7981;SPC KY N     -   120,762.510   572,323.909   MT  0.99996418   +0 30 59.0
 DG7981;SPC KY N     -   396,201.67  1,877,699.36   sFT  0.99996418   +0 30 59.0
 DG7981;UTM  17      - 4,273,506.194   289,224.900   MT  1.00014712   -1 30 35.2
 DG7981
 DG7981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7981!SPC KY1Z     -   0.99997881  x   0.99998135  =   0.99996016
 DG7981!SPC KY N     -   0.99997881  x   0.99996418  =   0.99994299
 DG7981!UTM  17      -   0.99997881  x   1.00014712  =   1.00012592
 DG7981
 DG7981                          SUPERSEDED SURVEY CONTROL
 DG7981
 DG7981.No superseded survey control is available for this station.
 DG7981
 DG7981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8922573506(NAD 83)
 DG7981_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7981_STAMPING: FBN DAVIS 2002
 DG7981_MARK LOGO: NGS   
 DG7981_PROJECTION: FLUSH
 DG7981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7981+STABILITY: SURFACE MOTION
 DG7981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7981+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7981
 DG7981  HISTORY     - Date     Condition        Report By
 DG7981  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7981
 DG7981                          STATION DESCRIPTION
 DG7981
 DG7981'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7981'LOCATED IN LEWIS CO., 20 MILES ESE OF MAYSVILLE, 5 MILES W OF
 DG7981'VANCEBURG, AND 1 MILE NE OF  CHARTERS, AND NW OF THE INTERSECTION OF
 DG7981'KY 9 (AA HIGHWAY) AND WILLIAMS BRANCH RD.
 DG7981' 
 DG7981'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7981' 
 DG7981'TO REACH FROM THE INTERSECTION OF SR 59 AND KY 9 (AA HIGHWAY), GO W
 DG7981'5.0 MILES ON KY 9 TO  WILLIAMS BRANCH RD ON THE RIGHT, TURN N ONTO
 DG7981'WILLIAMS BRANCH RD AND CONTINUE 300 FT TO  AN ASPHALT TURN AROUND AND
 DG7981'STATION S OF THE TURN AROUND.
 DG7981' 
 DG7981'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7981'CONCRETE POST FLUSH  WITH GROUND, 70 FT N OF 10 INCH PIN OAK, 45 FT SE
 DG7981'OF A PK NAIL SET IN ASPHALT TURN AROUND,  109 FT S OF JUNCTION OF CL
 DG7981'OF TURN AROUND AND WILLIAMS BRANCH RD, AND 6 FT SW OF WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7982 ***********************************************************************
 DG7982  FBN         -  This is a Federal Base Network Control Station.
 DG7982  DESIGNATION -  FBN DENVER
 DG7982  PID         -  DG7982
 DG7982  STATE/COUNTY-  KY/BATH
 DG7982  USGS QUAD   -  COLFAX (1975)
 DG7982
 DG7982                         *CURRENT SURVEY CONTROL
 DG7982  ___________________________________________________________________
 DG7982* NAD 83(1993)-  38 08 20.40026(N)    083 43 20.54697(W)     ADJUSTED  
 DG7982* NAVD 88     -       223.2    (meters)     732.     (feet)  GPS OBS   
 DG7982  ___________________________________________________________________
 DG7982  X           -     549,252.921 (meters)                     COMP
 DG7982  Y           -  -4,992,945.898 (meters)                     COMP
 DG7982  Z           -   3,917,708.058 (meters)                     COMP
 DG7982  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 DG7982  ELLIP HEIGHT-         190.49  (meters)          (11/03/04) GPS OBS
 DG7982  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DG7982
 DG7982  HORZ ORDER  -  A
 DG7982  ELLP ORDER  -  THIRD     CLASS I
 DG7982
 DG7982.The horizontal coordinates were established by GPS observations
 DG7982.and adjusted by the National Geodetic Survey in November 2004..
 DG7982
 DG7982.The orthometric height was determined by GPS observations and a
 DG7982.high-resolution geoid model.
 DG7982
 DG7982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7982
 DG7982.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7982
 DG7982.The ellipsoidal height was determined by GPS observations
 DG7982.and is referenced to NAD 83.
 DG7982
 DG7982.The geoid height was determined by GEOID03.
 DG7982
 DG7982;                    North         East     Units Scale Factor Converg.
 DG7982;SPC KY1Z     - 1,202,329.072 1,677,725.673   MT  0.99991541   +1 14 41.6
 DG7982;SPC KY1Z     - 3,944,641.30  5,504,338.31   sFT  0.99991541   +1 14 41.6
 DG7982;SPC KY N     -    71,059.234   546,253.815   MT  0.99997840   +0 19 41.6
 DG7982;SPC KY N     -   233,133.50  1,792,167.72   sFT  0.99997840   +0 19 41.6
 DG7982;UTM  17      - 4,224,739.525   261,413.173   MT  1.00030112   -1 40 55.4
 DG7982
 DG7982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7982!SPC KY1Z     -   0.99997011  x   0.99991541  =   0.99988552
 DG7982!SPC KY N     -   0.99997011  x   0.99997840  =   0.99994851
 DG7982!UTM  17      -   0.99997011  x   1.00030112  =   1.00027122
 DG7982
 DG7982                          SUPERSEDED SURVEY CONTROL
 DG7982
 DG7982.No superseded survey control is available for this station.
 DG7982
 DG7982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6141324740(NAD 83)
 DG7982_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7982_STAMPING: FBN DENVER 2002
 DG7982_MARK LOGO: NGS   
 DG7982_PROJECTION: FLUSH
 DG7982_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7982+STABILITY: SURFACE MOTION
 DG7982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7982+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7982
 DG7982  HISTORY     - Date     Condition        Report By
 DG7982  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7982
 DG7982                          STATION DESCRIPTION
 DG7982
 DG7982'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7982'LOCATED IN BATH CO., ABOUT 12 MILES NE OF MT STERLING, 2 MILES E OF
 DG7982'OWENSVILLE, 15 MILES W  OF MOREHEAD AT THE SW QUADRANT OF THE I-64 AND
 DG7982'US 60 INTERCHANGE (I-64 EXIT 123).
 DG7982' 
 DG7982'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7982' 
 DG7982'TO REACH FROM THE INTERSECTION OF I-64 AND KY 36 IN OWINGSVILLE, GO E
 DG7982'ON I-64 FOR 2.0 MILES  TO EXIT 123 AT THE INTERCHANGE WITH US 60, GO
 DG7982'TO END OF RAMP AND STATION 200 FT TO THE  LEFT OF RAMP ON HIGH GROUND
 DG7982'BETWEEN RAMP AND INTERSTATE.
 DG7982' 
 DG7982'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7982'CONCRETE POST FLUSH  WITH GROUND, 173.5 FT S FROM SW CORNER OF I-64
 DG7982'BRIDGE OVER US 60, 165.1 FT SE FROM FIRST  LIGHT POLE W FROM I-64
 DG7982'BRIDGE, 160.3 FT SE FROM A 15 INCH RCP UNDER I-64, 99FT NE FROM EDGE
 DG7982'OF ROAD CUT, 145 FT SW OF EVERGREEN BUSH, 4 FT N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7967 ***********************************************************************
 DG7967  FBN         -  This is a Federal Base Network Control Station.
 DG7967  DESIGNATION -  FBN DOWELL
 DG7967  PID         -  DG7967
 DG7967  STATE/COUNTY-  KY/GRAVES
 DG7967  USGS QUAD   -  HICKORY (1994)
 DG7967
 DG7967                         *CURRENT SURVEY CONTROL
 DG7967  ___________________________________________________________________
 DG7967* NAD 83(1993)-  36 51 17.01213(N)    088 39 41.89830(W)     ADJUSTED  
 DG7967* NAVD 88     -       136.5    (meters)     448.     (feet)  GPS OBS   
 DG7967  ___________________________________________________________________
 DG7967  X           -     119,347.227 (meters)                     COMP
 DG7967  Y           -  -5,108,371.871 (meters)                     COMP
 DG7967  Z           -   3,804,570.164 (meters)                     COMP
 DG7967  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 DG7967  ELLIP HEIGHT-         108.21  (meters)          (11/03/04) GPS OBS
 DG7967  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DG7967
 DG7967  HORZ ORDER  -  A
 DG7967  ELLP ORDER  -  THIRD     CLASS I
 DG7967
 DG7967.The horizontal coordinates were established by GPS observations
 DG7967.and adjusted by the National Geodetic Survey in November 2004..
 DG7967
 DG7967.The orthometric height was determined by GPS observations and a
 DG7967.high-resolution geoid model.
 DG7967
 DG7967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7967
 DG7967.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7967
 DG7967.The ellipsoidal height was determined by GPS observations
 DG7967.and is referenced to NAD 83.
 DG7967
 DG7967.The geoid height was determined by GEOID03.
 DG7967
 DG7967;                    North         East     Units Scale Factor Converg.
 DG7967;SPC KY1Z     - 1,061,918.631 1,240,363.859   MT  1.00006254   -1 47 15.5
 DG7967;SPC KY1Z     - 3,483,978.04  4,069,427.09   sFT  1.00006254   -1 47 15.5
 DG7967;SPC KY S     -   561,861.622   240,384.218   MT  0.99998018   -1 45 56.9
 DG7967;SPC KY S     - 1,843,374.34    788,660.56   sFT  0.99998018   -1 45 56.9
 DG7967;UTM  16      - 4,080,045.360   351,867.273   MT  0.99987033   -0 59 48.5
 DG7967
 DG7967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7967!SPC KY1Z     -   0.99998302  x   1.00006254  =   1.00004556
 DG7967!SPC KY S     -   0.99998302  x   0.99998018  =   0.99996320
 DG7967!UTM  16      -   0.99998302  x   0.99987033  =   0.99985335
 DG7967
 DG7967                          SUPERSEDED SURVEY CONTROL
 DG7967
 DG7967.No superseded survey control is available for this station.
 DG7967
 DG7967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF5186780045(NAD 83)
 DG7967_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7967_STAMPING: FBN DOWELL 2002
 DG7967_MARK LOGO: NGS   
 DG7967_PROJECTION: FLUSH
 DG7967_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7967+STABILITY: SURFACE MOTION
 DG7967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7967+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7967
 DG7967  HISTORY     - Date     Condition        Report By
 DG7967  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7967
 DG7967                          STATION DESCRIPTION
 DG7967
 DG7967'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7967'LOCATED IN GRAVES CO. IN WEST VIOLA, 16 MILES S OF PADUCAH, 7.9 MILES
 DG7967'N OF MAYFIELD AND  17.3 MILES W OF BENTON.
 DG7967' 
 DG7967'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7967' 
 DG7967'TO REACH FROM THE INTERSECTION OF I-24 (EXIT 7) AND US 45 IN PADUCAH,
 DG7967'GO S ON US 45 FOR 13.8  MILES TO KY 408, TURN LEFT (EAST) ON KY 408
 DG7967'FOR 0.25 MILE TO KY 1241 AND STATION IN SE  QUADRANT OF INTERSECTION
 DG7967'OF KY 408 AND KY 1241, AT THE KYTC RESIDENT ENGINEERS OFFICE.
 DG7967' 
 DG7967'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7967'CONCRETE POST FLUSH  WITH GROUND, 9.6 M S FROM FLAGPOLE, 18.4 M W FROM
 DG7967'SW CORNER OF BUILDING, 17.7 M E FROM CL  OF KY 1241, 29.1 M NW FROM
 DG7967'UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7968 ***********************************************************************
 DG7968  FBN         -  This is a Federal Base Network Control Station.
 DG7968  DESIGNATION -  FBN DOWLING
 DG7968  PID         -  DG7968
 DG7968  STATE/COUNTY-  KY/OWEN
 DG7968  USGS QUAD   -  MONTEREY (1987)
 DG7968
 DG7968                         *CURRENT SURVEY CONTROL
 DG7968  ___________________________________________________________________
 DG7968* NAD 83(1993)-  38 28 42.39432(N)    084 51 57.73424(W)     ADJUSTED  
 DG7968* NAVD 88     -       266.1    (meters)     873.     (feet)  GPS OBS   
 DG7968  ___________________________________________________________________
 DG7968  X           -     447,400.257 (meters)                     COMP
 DG7968  Y           -  -4,979,682.524 (meters)                     COMP
 DG7968  Z           -   3,947,300.901 (meters)                     COMP
 DG7968  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DG7968  ELLIP HEIGHT-         232.30  (meters)          (11/03/04) GPS OBS
 DG7968  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DG7968
 DG7968  HORZ ORDER  -  A
 DG7968  ELLP ORDER  -  THIRD     CLASS I
 DG7968
 DG7968.The horizontal coordinates were established by GPS observations
 DG7968.and adjusted by the National Geodetic Survey in November 2004..
 DG7968
 DG7968.The orthometric height was determined by GPS observations and a
 DG7968.high-resolution geoid model.
 DG7968
 DG7968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7968
 DG7968.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7968
 DG7968.The ellipsoidal height was determined by GPS observations
 DG7968.and is referenced to NAD 83.
 DG7968
 DG7968.The geoid height was determined by GEOID03.
 DG7968
 DG7968;                    North         East     Units Scale Factor Converg.
 DG7968;SPC KY1Z     - 1,238,440.025 1,577,129.255   MT  0.99996006   +0 32 33.8
 DG7968;SPC KY1Z     - 4,063,115.32  5,174,298.23   sFT  0.99996006   +0 32 33.8
 DG7968;SPC KY N     -   108,784.220   446,247.789   MT  0.99996210   -0 22 59.6
 DG7968;SPC KY N     -   356,902.90  1,464,064.62   sFT  0.99996210   -0 22 59.6
 DG7968;UTM  16      - 4,261,058.844   686,142.270   MT  1.00002672   +1 19 41.4
 DG7968
 DG7968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7968!SPC KY1Z     -   0.99996355  x   0.99996006  =   0.99992361
 DG7968!SPC KY N     -   0.99996355  x   0.99996210  =   0.99992565
 DG7968!UTM  16      -   0.99996355  x   1.00002672  =   0.99999027
 DG7968
 DG7968                          SUPERSEDED SURVEY CONTROL
 DG7968
 DG7968.No superseded survey control is available for this station.
 DG7968
 DG7968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8614261059(NAD 83)
 DG7968_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7968_STAMPING: FBN DOWLING 2002
 DG7968_MARK LOGO: NGS   
 DG7968_PROJECTION: FLUSH
 DG7968_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7968+STABILITY: SURFACE MOTION
 DG7968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7968+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7968
 DG7968  HISTORY     - Date     Condition        Report By
 DG7968  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7968
 DG7968                          STATION DESCRIPTION
 DG7968
 DG7968'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7968'THE STATION IS LOCATED IN OWEN COUNTY, KY, 46 MILES SOUTH SOUTHWEST OF
 DG7968'COVINGTON, 19 1/2  MILES NORTH OF FRANKFORT, 4 MILES SOUTH SOUTHWEST
 DG7968'OF OWENTON, 4 MILES NORTH OF  MONTEREY.
 DG7968' 
 DG7968'THE STATION IS LOCATED ON PROPERTY OWNED BY THE KENTUCKY
 DG7968'TRANSPORTATION CABINET.
 DG7968' 
 DG7968'TO REACH THE STATION FROM THE INTERSECTION OF US 127 AND US 421 (NORTH
 DG7968'OF FRANKFORT),  GO NORTH ON US 127 FOR 13.12 MILES TO KY 368, CONTINUE
 DG7968'NORTH ON US 127 FOR 3.13 MILES TO KY  355, CONTINUE NORTH ON US 127
 DG7968'FOR 4.02 MILES ON US 127 TO A. HAMMOND ROAD ON RIGHT AND  PAVED DRIVE
 DG7968'ON LEFT, TURN LEFT ONTO PAVED DRIVE UP TO OLD US 127 ROADBED AND
 DG7968'STATION ON  THE LEFT.
 DG7968' 
 DG7968'THE STATION IS AN NGS HORIZONTAL STATION DISK SET IN A 10 INCH
 DG7968'DIAMETER POURED CONCRETE  POST FLUSH WITH THE GROUND.  IT IS 21.0 M
 DG7968'SOUTH OF CENTER LINE OF PAVED DRIVE, 11.6 M WEST  SOUTHWEST FROM BELL
 DG7968'SOUTH POLE 1, ABOUT 22 M SOUTHEAST FROM SCBT POLE  48, 0.8 METER
 DG7968'NORTH OF  NOAA CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7969 ***********************************************************************
 DG7969  FBN         -  This is a Federal Base Network Control Station.
 DG7969  DESIGNATION -  FBN ECKLER
 DG7969  PID         -  DG7969
 DG7969  STATE/COUNTY-  KY/GRANT
 DG7969  USGS QUAD   -  WILLIAMSTOWN (1987)
 DG7969
 DG7969                         *CURRENT SURVEY CONTROL
 DG7969  ___________________________________________________________________
 DG7969* NAD 83(1993)-  38 41 05.85169(N)    084 37 06.12480(W)     ADJUSTED  
 DG7969* NAVD 88     -       289.1    (meters)     948.     (feet)  GPS OBS   
 DG7969  ___________________________________________________________________
 DG7969  X           -     467,582.175 (meters)                     COMP
 DG7969  Y           -  -4,963,485.814 (meters)                     COMP
 DG7969  Z           -   3,965,236.693 (meters)                     COMP
 DG7969  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DG7969  ELLIP HEIGHT-         255.28  (meters)          (11/03/04) GPS OBS
 DG7969  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DG7969
 DG7969  HORZ ORDER  -  A
 DG7969  ELLP ORDER  -  THIRD     CLASS I
 DG7969
 DG7969.The horizontal coordinates were established by GPS observations
 DG7969.and adjusted by the National Geodetic Survey in November 2004..
 DG7969
 DG7969.The orthometric height was determined by GPS observations and a
 DG7969.high-resolution geoid model.
 DG7969
 DG7969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7969
 DG7969.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7969
 DG7969.The ellipsoidal height was determined by GPS observations
 DG7969.and is referenced to NAD 83.
 DG7969
 DG7969.The geoid height was determined by GEOID03.
 DG7969
 DG7969;                    North         East     Units Scale Factor Converg.
 DG7969;SPC KY1Z     - 1,261,596.099 1,598,460.463   MT  1.00000446   +0 41 41.2
 DG7969;SPC KY1Z     - 4,139,086.53  5,244,282.37   sFT  1.00000446   +0 41 41.2
 DG7969;SPC KY N     -   131,592.561   467,949.652   MT  0.99996928   -0 13 44.9
 DG7969;SPC KY N     -   431,733.26  1,535,264.82   sFT  0.99996928   -0 13 44.9
 DG7969;UTM  16      - 4,284,508.988   707,154.273   MT  1.00012847   +1 29 20.9
 DG7969
 DG7969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7969!SPC KY1Z     -   0.99995995  x   1.00000446  =   0.99996441
 DG7969!SPC KY N     -   0.99995995  x   0.99996928  =   0.99992923
 DG7969!UTM  16      -   0.99995995  x   1.00012847  =   1.00008841
 DG7969
 DG7969                          SUPERSEDED SURVEY CONTROL
 DG7969
 DG7969.No superseded survey control is available for this station.
 DG7969
 DG7969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0715484509(NAD 83)
 DG7969_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7969_STAMPING: FBN ECKLER 2002
 DG7969_MARK LOGO: NGS   
 DG7969_PROJECTION: FLUSH
 DG7969_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7969+STABILITY: SURFACE MOTION
 DG7969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7969+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7969
 DG7969  HISTORY     - Date     Condition        Report By
 DG7969  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7969
 DG7969                          STATION DESCRIPTION
 DG7969
 DG7969'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7969'THE STATION IS LOCATED IN GRANT COUNTY, KY, ABOUT 28 MILES SOUTH
 DG7969'SOUTHEAST OF  COVINGTON, 44 1/2 MILES NORTH NORTHEAST OF LEXINGTON,
 DG7969'AND 4 1/2 MILES NORTHWEST OF  OWENTON, 1 MILE WEST NORTHWEST OF I 75
 DG7969'EXIT 159.
 DG7969' 
 DG7969'THE STATION IS LOCATED ON PROPERTY OWNED BY THE GRANT COUNTY HIGH
 DG7969'SCHOOL.
 DG7969' 
 DG7969'TO REACH THE STATION FROM THE INTERSECTION OF I 75 AND KY 22, GO WEST
 DG7969'ON KY 22 FOR 0.35  MILES AND TURN RIGHT ONTO KY 467, CONTINUE ON KY
 DG7969'467 FOR 0.68 MILE TO THE GRANT COUNTY  HIGH SCHOOL ON THE LEFT, TURN
 DG7969'LEFT ONTO THE SCHOOL ENTRANCE DRIVE AND MARK ON THE  LEFT.
 DG7969' 
 DG7969'THE STATION IS AN NGS HORIZONTAL STATION DISK SET IN A 10 INCH
 DG7969'DIAMETER POURED CONCRETE  POST FLUSH WITH THE GROUND.  IT IS 27.9 M
 DG7969'SOUTH SOUTHWEST OF THE CENTER LINE OF KY 467,  18.4 M SOUTH SOUTHEAST
 DG7969'OF A GAS SAFETY VALVE, 16.5 M NORTH OF THE NORTH FACE OF A  PENTAGON
 DG7969'SHAPED MEMORIAL MONUMENT, 17.8 M SOUTHEAST OF A NOAA CARSONITE WITNESS
 DG7969'POST LOCATED AT THE BASE OF A LIGHT POLE ON THE EDGE OF THE ENTRANCE
 DG7969'DRIVE TO THE HIGH  SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8030 ***********************************************************************
 DG8030  FBN         -  This is a Federal Base Network Control Station.
 DG8030  DESIGNATION -  FBN FELTNER
 DG8030  PID         -  DG8030
 DG8030  STATE/COUNTY-  KY/CLAY
 DG8030  USGS QUAD   -  BIG CREEK (1979)
 DG8030
 DG8030                         *CURRENT SURVEY CONTROL
 DG8030  ___________________________________________________________________
 DG8030* NAD 83(1993)-  37 09 48.98823(N)    083 33 10.07414(W)     ADJUSTED  
 DG8030* NAVD 88     -       268.6    (meters)     881.     (feet)  GPS OBS   
 DG8030  ___________________________________________________________________
 DG8030  X           -     571,457.848 (meters)                     COMP
 DG8030  Y           -  -5,057,048.933 (meters)                     COMP
 DG8030  Z           -   3,832,021.899 (meters)                     COMP
 DG8030  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DG8030  ELLIP HEIGHT-         237.52  (meters)          (11/03/04) GPS OBS
 DG8030  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DG8030
 DG8030  HORZ ORDER  -  A
 DG8030  ELLP ORDER  -  THIRD     CLASS I
 DG8030
 DG8030.The horizontal coordinates were established by GPS observations
 DG8030.and adjusted by the National Geodetic Survey in November 2004..
 DG8030
 DG8030.The orthometric height was determined by GPS observations and a
 DG8030.high-resolution geoid model.
 DG8030
 DG8030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8030
 DG8030.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8030
 DG8030.The ellipsoidal height was determined by GPS observations
 DG8030.and is referenced to NAD 83.
 DG8030
 DG8030.The geoid height was determined by GEOID03.
 DG8030
 DG8030;                    North         East     Units Scale Factor Converg.
 DG8030;SPC KY1Z     - 1,094,445.003 1,695,135.166   MT  0.99998176   +1 20 56.4
 DG8030;SPC KY1Z     - 3,590,691.65  5,561,455.96   sFT  0.99998176   +1 20 56.4
 DG8030;SPC KY S     -   594,407.700   695,129.370   MT  0.99994981   +1 19 57.1
 DG8030;SPC KY S     - 1,950,152.60  2,280,603.61   sFT  0.99994981   +1 19 57.1
 DG8030;UTM  17      - 4,116,073.773   273,329.180   MT  1.00023297   -1 32 34.0
 DG8030
 DG8030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8030!SPC KY1Z     -   0.99996273  x   0.99998176  =   0.99994449
 DG8030!SPC KY S     -   0.99996273  x   0.99994981  =   0.99991254
 DG8030!UTM  17      -   0.99996273  x   1.00023297  =   1.00019569
 DG8030
 DG8030                          SUPERSEDED SURVEY CONTROL
 DG8030
 DG8030.No superseded survey control is available for this station.
 DG8030
 DG8030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB7332916074(NAD 83)
 DG8030_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8030_STAMPING: FBN FELTNER 2002
 DG8030_MARK LOGO: NGS   
 DG8030_PROJECTION: FLUSH
 DG8030_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8030+STABILITY: SURFACE MOTION
 DG8030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8030+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8030
 DG8030  HISTORY     - Date     Condition        Report By
 DG8030  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8030
 DG8030                          STATION DESCRIPTION
 DG8030
 DG8030'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8030'LOCATED IN CLAY CO., 29 MILES E OF LONDON, 25 MILES NNW OF HAZARD,
 DG8030'11.5 MILES E OF  MANCHESTER ALONG THE DANIEL BOONE PARKWAY NEAR THE
 DG8030'CLAY/LESLIE COUNTY LINE.     STATION IS LOCATED IN THE R/W OF PROPERTY
 DG8030'OWNED BY KYTC.     TO REACH FROM THE INTERSECTION OF I-75 AND DANIEL
 DG8030'BOONE PARKWAY IN LONDON, GO E ON THE  DANIEL BOONE PARKWAY FOR 20
 DG8030'MILES TO MANCHESTER, CONITUE E ON THE DANIEL BOONE  PARKWAY FOR 10
 DG8030'MILES TO INTERSECTION WITH KY 66, CONTINUE E ON DANIEL BOONE PARKWAY
 DG8030'FOR 2.5 MILES TO STATION ON THE LEFT, W OF THE CLAY/LESLIE COUNTY
 DG8030'LINE.     STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER
 DG8030'POURED CONCRETE POST FLUSH  WITH GROUND, 91 M W FROM CLAY/LESLIE
 DG8030'COUNTY LINE, 9.8 M S FROM CL OF DANIEL BOONE  PARKWAY, 13 M W FROM E
 DG8030'END OF METAL GUARDRAIL, 6 M SE FROM REFLECTOR POLE ADJACENT TO
 DG8030'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7970 ***********************************************************************
 DG7970  FBN         -  This is a Federal Base Network Control Station.
 DG7970  DESIGNATION -  FBN FLANNERY
 DG7970  PID         -  DG7970
 DG7970  STATE/COUNTY-  KY/EDMONSON
 DG7970  USGS QUAD   -  READY (1953)
 DG7970
 DG7970                         *CURRENT SURVEY CONTROL
 DG7970  ___________________________________________________________________
 DG7970* NAD 83(1993)-  37 16 21.28301(N)    086 26 30.66331(W)     ADJUSTED  
 DG7970* NAVD 88     -       136.9    (meters)     449.     (feet)  GPS OBS   
 DG7970  ___________________________________________________________________
 DG7970  X           -     315,385.073 (meters)                     COMP
 DG7970  Y           -  -5,072,018.468 (meters)                     COMP
 DG7970  Z           -   3,841,573.253 (meters)                     COMP
 DG7970  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DG7970  ELLIP HEIGHT-         105.85  (meters)          (11/03/04) GPS OBS
 DG7970  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DG7970
 DG7970  HORZ ORDER  -  A
 DG7970  ELLP ORDER  -  THIRD     CLASS I
 DG7970
 DG7970.The horizontal coordinates were established by GPS observations
 DG7970.and adjusted by the National Geodetic Survey in November 2004..
 DG7970
 DG7970.The orthometric height was determined by GPS observations and a
 DG7970.high-resolution geoid model.
 DG7970
 DG7970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7970
 DG7970.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7970
 DG7970.The ellipsoidal height was determined by GPS observations
 DG7970.and is referenced to NAD 83.
 DG7970
 DG7970.The geoid height was determined by GEOID03.
 DG7970
 DG7970;                    North         East     Units Scale Factor Converg.
 DG7970;SPC KY1Z     - 1,104,468.584 1,438,640.729   MT  0.99996009   -0 25 29.2
 DG7970;SPC KY1Z     - 3,623,577.35  4,719,940.46   sFT  0.99996009   -0 25 29.2
 DG7970;SPC KY S     -   604,456.348   438,641.581   MT  0.99994598   -0 25 10.5
 DG7970;SPC KY S     - 1,983,120.54  1,439,109.92   sFT  0.99994598   -0 25 10.5
 DG7970;UTM  16      - 4,125,257.069   549,484.284   MT  0.99963016   +0 20 16.9
 DG7970
 DG7970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7970!SPC KY1Z     -   0.99998339  x   0.99996009  =   0.99994348
 DG7970!SPC KY S     -   0.99998339  x   0.99994598  =   0.99992937
 DG7970!UTM  16      -   0.99998339  x   0.99963016  =   0.99961356
 DG7970
 DG7970                          SUPERSEDED SURVEY CONTROL
 DG7970
 DG7970.No superseded survey control is available for this station.
 DG7970
 DG7970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4948425257(NAD 83)
 DG7970_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7970_STAMPING: FBN FLANNERY 2002
 DG7970_MARK LOGO: NGS   
 DG7970_PROJECTION: FLUSH
 DG7970_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7970+STABILITY: SURFACE MOTION
 DG7970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7970+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7970
 DG7970  HISTORY     - Date     Condition        Report By
 DG7970  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7970
 DG7970                          STATION DESCRIPTION
 DG7970
 DG7970'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7970'LOCATED IN EDMONSON CO., 11.0 MILES NW OF BROWNSVILLE, 13.7 MILES E OF
 DG7970'MORGANTOWN, AND  2.5 MILES N OF ROUNDHILL.
 DG7970' 
 DG7970'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7970' 
 DG7970'TO REACH FROM THE SOUTHERNMOST INTERSECTION OF KY 185 AND KY 238
 DG7970'(NOTE - KY 238 AND KY  185 INTERSECT THREE TIMES), GO W ON KY 238 FOR
 DG7970'1064 FT TO STATION ON THE LEFT.
 DG7970' 
 DG7970'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7970'CONCRETE POST FLUSH  WITH GROUND, 15.9 FT SSE FROM CL OF KY 238, 83.7
 DG7970'FT ENE FROM POWER POLE B593-445, 170.1 FT  WSW FROM 'STOP SIGN AHEAD'
 DG7970'SIGN POST, 83 FT WSW FROM CL FIELD ENTRANCE, 46.0 FT SE OF NE  CORNER
 DG7970'OF CONCRETE PAD AT END OF GUARDRAIL ON N SIDE OF RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8029 ***********************************************************************
 DG8029  FBN         -  This is a Federal Base Network Control Station.
 DG8029  DESIGNATION -  FBN FLOOD
 DG8029  PID         -  DG8029
 DG8029  STATE/COUNTY-  KY/BRECKINRIDGE
 DG8029  USGS QUAD   -  HARDINSBURG (1993)
 DG8029
 DG8029                         *CURRENT SURVEY CONTROL
 DG8029  ___________________________________________________________________
 DG8029* NAD 83(1993)-  37 46 18.22193(N)    086 28 34.12912(W)     ADJUSTED  
 DG8029* NAVD 88     -       200.7    (meters)     658.     (feet)  GPS OBS   
 DG8029  ___________________________________________________________________
 DG8029  X           -     310,278.124 (meters)                     COMP
 DG8029  Y           -  -5,038,577.380 (meters)                     COMP
 DG8029  Z           -   3,885,550.634 (meters)                     COMP
 DG8029  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 DG8029  ELLIP HEIGHT-         168.82  (meters)          (11/03/04) GPS OBS
 DG8029  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DG8029
 DG8029  HORZ ORDER  -  A
 DG8029  ELLP ORDER  -  THIRD     CLASS I
 DG8029
 DG8029.The horizontal coordinates were established by GPS observations
 DG8029.and adjusted by the National Geodetic Survey in November 2004..
 DG8029
 DG8029.The orthometric height was determined by GPS observations and a
 DG8029.high-resolution geoid model.
 DG8029
 DG8029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8029
 DG8029.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8029
 DG8029.The ellipsoidal height was determined by GPS observations
 DG8029.and is referenced to NAD 83.
 DG8029
 DG8029.The geoid height was determined by GEOID03.
 DG8029
 DG8029;                    North         East     Units Scale Factor Converg.
 DG8029;SPC KY1Z     - 1,159,885.332 1,436,030.154   MT  0.99990660   -0 26 45.0
 DG8029;SPC KY1Z     - 3,805,390.46  4,711,375.60   sFT  0.99990660   -0 26 45.0
 DG8029;SPC KY S     -   659,874.341   436,025.794   MT  0.99997450   -0 26 25.4
 DG8029;SPC KY S     - 2,164,937.73  1,430,527.96   sFT  0.99997450   -0 26 25.4
 DG8029;UTM  16      - 4,180,617.480   546,135.257   MT  0.99962622   +0 19 15.1
 DG8029
 DG8029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8029!SPC KY1Z     -   0.99997351  x   0.99990660  =   0.99988011
 DG8029!SPC KY S     -   0.99997351  x   0.99997450  =   0.99994801
 DG8029!UTM  16      -   0.99997351  x   0.99962622  =   0.99959974
 DG8029
 DG8029                          SUPERSEDED SURVEY CONTROL
 DG8029
 DG8029.No superseded survey control is available for this station.
 DG8029
 DG8029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4613580617(NAD 83)
 DG8029_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8029_STAMPING: FBN FLOOD 2002
 DG8029_MARK LOGO: NGS   
 DG8029_PROJECTION: FLUSH
 DG8029_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8029+STABILITY: SURFACE MOTION
 DG8029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8029+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8029
 DG8029  HISTORY     - Date     Condition        Report By
 DG8029  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8029
 DG8029                          STATION DESCRIPTION
 DG8029
 DG8029'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8029'LOCATED IN BRECKINRIDGE CO., 50 MILES SW OF OF LOUISVILLE, 35 MILES E
 DG8029'OF OWENSBORO, 34  MILES WNW OF ELIZABETHTOWN, ON THE SW SIDE OF
 DG8029'HARDINSBURG.     STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY
 DG8029'KYTC.     TO REACH FROM THE INTERSECTION OF US 60 BYPASS AND KY 261,
 DG8029'GO NW ON KY 60 BYPASS FOR 1.2  MILES TO A PRIVATE GRAVEL DRIVE ON THE
 DG8029'RIGHT AND THE STATION N OF THE GRAVEL DRIVE, AND  BETWEEN THE R/W
 DG8029'FENCE AND GUARDRAIL ALONG US 60 BYPASS.     STATION IS AN NGS
 DG8029'HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH
 DG8029'WITH GROUND, 59.5 FT E FROM CL OF US 60 BYPASS, 54.0 FT N FROM CL OF
 DG8029'GRAVEL DRIVE, 30.4 FT  NNE FROM SE END OF GUARDRAIL, 18.3 FT NW FROM
 DG8029'R/W FENCE END POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7971 ***********************************************************************
 DG7971  FBN         -  This is a Federal Base Network Control Station.
 DG7971  DESIGNATION -  FBN FOLEY
 DG7971  PID         -  DG7971
 DG7971  STATE/COUNTY-  KY/MADISON
 DG7971  USGS QUAD   -  RICHMOND NORTH (1993)
 DG7971
 DG7971                         *CURRENT SURVEY CONTROL
 DG7971  ___________________________________________________________________
 DG7971* NAD 83(1993)-  37 45 37.40747(N)    084 16 27.95941(W)     ADJUSTED  
 DG7971* NAVD 88     -       289.5    (meters)     950.     (feet)  GPS OBS   
 DG7971  ___________________________________________________________________
 DG7971  X           -     503,703.481 (meters)                     COMP
 DG7971  Y           -  -5,023,774.027 (meters)                     COMP
 DG7971  Z           -   3,884,610.049 (meters)                     COMP
 DG7971  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 DG7971  ELLIP HEIGHT-         257.32  (meters)          (11/03/04) GPS OBS
 DG7971  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 DG7971
 DG7971  HORZ ORDER  -  A
 DG7971  ELLP ORDER  -  THIRD     CLASS I
 DG7971
 DG7971.The horizontal coordinates were established by GPS observations
 DG7971.and adjusted by the National Geodetic Survey in November 2004..
 DG7971
 DG7971.The orthometric height was determined by GPS observations and a
 DG7971.high-resolution geoid model.
 DG7971
 DG7971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7971
 DG7971.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7971
 DG7971.The ellipsoidal height was determined by GPS observations
 DG7971.and is referenced to NAD 83.
 DG7971
 DG7971.The geoid height was determined by GEOID03.
 DG7971
 DG7971;                    North         East     Units Scale Factor Converg.
 DG7971;SPC KY1Z     - 1,159,406.036 1,630,005.704   MT  0.99990698   +0 54 21.4
 DG7971;SPC KY1Z     - 3,803,817.97  5,347,777.05   sFT  0.99990698   +0 54 21.4
 DG7971;SPC KY S     -   659,385.499   630,014.420   MT  0.99997301   +0 53 41.6
 DG7971;SPC KY S     - 2,163,333.92  2,066,972.31   sFT  0.99997301   +0 53 41.6
 DG7971;UTM  16      - 4,182,728.957   740,096.839   MT  1.00031009   +1 40 11.4
 DG7971
 DG7971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7971!SPC KY1Z     -   0.99995962  x   0.99990698  =   0.99986661
 DG7971!SPC KY S     -   0.99995962  x   0.99997301  =   0.99993263
 DG7971!UTM  16      -   0.99995962  x   1.00031009  =   1.00026970
 DG7971
 DG7971                          SUPERSEDED SURVEY CONTROL
 DG7971
 DG7971.No superseded survey control is available for this station.
 DG7971
 DG7971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4009782729(NAD 83)
 DG7971_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7971_STAMPING: FBN FOLEY 2002
 DG7971_MARK LOGO: NGS   
 DG7971_PROJECTION: FLUSH
 DG7971_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7971+STABILITY: SURFACE MOTION
 DG7971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7971+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7971
 DG7971  HISTORY     - Date     Condition        Report By
 DG7971  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7971
 DG7971                          STATION DESCRIPTION
 DG7971
 DG7971'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7971'LOCATED IN MADISON CO., WITHIN THE RICHMOND CITY LIMITS AT THE
 DG7971'INTERSECTION OF FOURMILE  ROAD AND ROBERT R. MARTIN BY-PASS.  MONUMENT
 DG7971'IS IN THE SOUTHWEST CORNER OF THE  INTERSECTION.
 DG7971' 
 DG7971'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7971' 
 DG7971'TO REACH FROM I-75 EXIT 90A SOUTHBOUND, EXIT 90 NORTHBOUND FOLLOW THE
 DG7971'ROBERT R. MARTIN  BY-PASS 2.7 MILES TO THE INTERSECTION OF THE ROBERT
 DG7971'R. MARTIN BY-PASS AND FOURMILE ROAD.   MONUMENT IS LOCATED ON THE
 DG7971'SOUTHWEST CORNER OF THE INTERSECTION ON THE RIGHT OF WAY  OF THE
 DG7971'BY-PASS,
 DG7971' 
 DG7971'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7971'CONCRETE POST FLUSH  WITH GROUND, IT IS 5.7 FT E OF THE R/W FENCE AND
 DG7971'NOAA CARSONITE WITNESS POST, 23 FT SE OF  THE R/W FENCE CORNER, AND
 DG7971'35.5 FT S OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7975 ***********************************************************************
 DG7975  FBN         -  This is a Federal Base Network Control Station.
 DG7975  DESIGNATION -  FBN FORT
 DG7975  PID         -  DG7975
 DG7975  STATE/COUNTY-  KY/CHRISTIAN
 DG7975  USGS QUAD   -  CROFTON (1969)
 DG7975
 DG7975                         *CURRENT SURVEY CONTROL
 DG7975  ___________________________________________________________________
 DG7975* NAD 83(1993)-  37 02 54.63380(N)    087 27 51.52921(W)     ADJUSTED  
 DG7975* NAVD 88     -       178.9    (meters)     587.     (feet)  GPS OBS   
 DG7975  ___________________________________________________________________
 DG7975  X           -     225,493.863 (meters)                     COMP
 DG7975  Y           -  -5,091,880.032 (meters)                     COMP
 DG7975  Z           -   3,821,781.166 (meters)                     COMP
 DG7975  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 DG7975  ELLIP HEIGHT-         149.28  (meters)          (11/03/04) GPS OBS
 DG7975  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DG7975
 DG7975  HORZ ORDER  -  A
 DG7975  ELLP ORDER  -  THIRD     CLASS I
 DG7975
 DG7975.The horizontal coordinates were established by GPS observations
 DG7975.and adjusted by the National Geodetic Survey in November 2004..
 DG7975
 DG7975.The orthometric height was determined by GPS observations and a
 DG7975.high-resolution geoid model.
 DG7975
 DG7975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7975
 DG7975.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7975
 DG7975.The ellipsoidal height was determined by GPS observations
 DG7975.and is referenced to NAD 83.
 DG7975
 DG7975.The geoid height was determined by GEOID03.
 DG7975
 DG7975;                    North         East     Units Scale Factor Converg.
 DG7975;SPC KY1Z     - 1,080,774.862 1,347,510.345   MT  1.00000852   -1 03 09.1
 DG7975;SPC KY1Z     - 3,545,842.19  4,420,956.86   sFT  1.00000852   -1 03 09.1
 DG7975;SPC KY S     -   580,749.039   347,517.877   MT  0.99995776   -1 02 22.8
 DG7975;SPC KY S     - 1,905,340.81  1,140,148.23   sFT  0.99995776   -1 02 22.8
 DG7975;UTM  16      - 4,100,354.488   458,713.330   MT  0.99962100   -0 16 47.1
 DG7975
 DG7975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7975!SPC KY1Z     -   0.99997657  x   1.00000852  =   0.99998509
 DG7975!SPC KY S     -   0.99997657  x   0.99995776  =   0.99993433
 DG7975!UTM  16      -   0.99997657  x   0.99962100  =   0.99959758
 DG7975
 DG7975                          SUPERSEDED SURVEY CONTROL
 DG7975
 DG7975.No superseded survey control is available for this station.
 DG7975
 DG7975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG5871300354(NAD 83)
 DG7975_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7975_STAMPING: FBN FORT 2002
 DG7975_MARK LOGO: NGS   
 DG7975_PROJECTION: FLUSH
 DG7975_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7975+STABILITY: SURFACE MOTION
 DG7975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7975+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7975
 DG7975  HISTORY     - Date     Condition        Report By
 DG7975  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7975
 DG7975                          STATION DESCRIPTION
 DG7975
 DG7975'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7975'LOCATED IN CHRISTIAN CO., ABOUT 11.6 MI. SOUTH OF THE JUNCTION OF THE
 DG7975'WENDELL FORD  WESTERN KENTUCKY PARKWAY AND THE EDWARD T. BREATHITT
 DG7975'PENNYRILE PARKWAY, 1.2 MI. EAST  OF CROFTON IN THE SOUTHWEST QUADRANT
 DG7975'OF THE PENNYRILE PARKWAY INTERCHANGE WITH SR  800.
 DG7975' 
 DG7975'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7975' 
 DG7975'TO REACH FROM THE INTERSECTION OF US 41 AND SR 800 IN CROFTON, GO EAST
 DG7975'ON SR 800 FOR 1.2  MILES TO THE JUNCTION OF SR 800 AND THE SOUTHBOUND
 DG7975'ON-RAMP OF THE PENNYRILE PARKWAY,  GO SOUTH ON THE SOUTHBOUND ON-RAMP
 DG7975'1049 FT. JUST BEYOND THE END OF THE GUARDRAIL.
 DG7975' 
 DG7975'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7975'CONCRETE POST FLUSH  WITH GROUND, LOCATED BETWEEN THE SOUTHBOUND
 DG7975'ON-RAMP AND THE SOUTHBOUND LANES OF  THE PARKWAY, 20 FT. ESE FROM THE
 DG7975'CL OF THE SOUTHBOUND ON-RAMP, 9 FT. ESE FROM THE EDGE  OF PAVEMENT OF
 DG7975'THE SOUTHBOUND ON-RAMP, AND 46 FT SSE FROM THE END OF GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7983 ***********************************************************************
 DG7983  FBN         -  This is a Federal Base Network Control Station.
 DG7983  DESIGNATION -  FBN FRYE
 DG7983  PID         -  DG7983
 DG7983  STATE/COUNTY-  KY/MCCREARY
 DG7983  USGS QUAD   -  HAIL (1982)
 DG7983
 DG7983                         *CURRENT SURVEY CONTROL
 DG7983  ___________________________________________________________________
 DG7983* NAD 83(1993)-  36 52 58.49937(N)    084 29 41.14388(W)     ADJUSTED  
 DG7983* NAVD 88     -       359.5    (meters)    1179.     (feet)  GPS OBS   
 DG7983  ___________________________________________________________________
 DG7983  X           -     490,051.268 (meters)                     COMP
 DG7983  Y           -  -5,084,504.972 (meters)                     COMP
 DG7983  Z           -   3,807,206.233 (meters)                     COMP
 DG7983  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DG7983  ELLIP HEIGHT-         330.14  (meters)          (11/03/04) GPS OBS
 DG7983  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DG7983
 DG7983  HORZ ORDER  -  A
 DG7983  ELLP ORDER  -  THIRD     CLASS I
 DG7983
 DG7983.The horizontal coordinates were established by GPS observations
 DG7983.and adjusted by the National Geodetic Survey in November 2004..
 DG7983
 DG7983.The orthometric height was determined by GPS observations and a
 DG7983.high-resolution geoid model.
 DG7983
 DG7983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7983
 DG7983.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7983
 DG7983.The ellipsoidal height was determined by GPS observations
 DG7983.and is referenced to NAD 83.
 DG7983
 DG7983.The geoid height was determined by GEOID03.
 DG7983
 DG7983;                    North         East     Units Scale Factor Converg.
 DG7983;SPC KY1Z     - 1,061,749.251 1,611,904.564   MT  1.00005398   +0 46 14.4
 DG7983;SPC KY1Z     - 3,483,422.33  5,288,390.22   sFT  1.00005398   +0 46 14.4
 DG7983;SPC KY S     -   561,732.535   611,895.944   MT  0.99997622   +0 45 40.5
 DG7983;SPC KY S     - 1,842,950.83  2,007,528.61   sFT  0.99997622   +0 45 40.5
 DG7983;UTM  16      - 4,084,814.694   723,267.590   MT  1.00021414   +1 30 15.2
 DG7983
 DG7983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7983!SPC KY1Z     -   0.99994819  x   1.00005398  =   1.00000217
 DG7983!SPC KY S     -   0.99994819  x   0.99997622  =   0.99992441
 DG7983!UTM  16      -   0.99994819  x   1.00021414  =   1.00016232
 DG7983
 DG7983                          SUPERSEDED SURVEY CONTROL
 DG7983
 DG7983.No superseded survey control is available for this station.
 DG7983
 DG7983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2326884815(NAD 83)
 DG7983_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7983_STAMPING: FBN FRYE 2002
 DG7983_MARK LOGO: NGS   
 DG7983_PROJECTION: FLUSH
 DG7983_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7983+STABILITY: SURFACE MOTION
 DG7983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7983+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7983
 DG7983  HISTORY     - Date     Condition        Report By
 DG7983  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7983  HISTORY     - 20050419 GOOD             CAS
 DG7983
 DG7983                          STATION DESCRIPTION
 DG7983
 DG7983'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7983'LOCATED IN MCCREARY CO., ABOUT 11 MILES N OF WHITLEY CITY, 1.6 MILES S
 DG7983'OF THE  PULASKI/MCCREARY COUNTY LINE ON US 27.     STATION IS LOCATED
 DG7983'IN THE R/W OF PROPERTY OWNED BY KYTC.     TO REACH FROM THE
 DG7983'INTERSECTION OF SR 90 EAST AND US 27, GO N ON US 27 FOR 3.2 MILES TO
 DG7983'STATION ON THE RIGHT, 0.6 MILE N OF MILE MARKER '20' AND 1.6 MILES S
 DG7983'OF PULASKI/MCCREARY  COUNTY LINE.     STATION IS AN NGS HORIZONTAL
 DG7983'DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND,
 DG7983'10 M ESE OF US 27 EDGE OF PAVEMENT, 5.5 M WNW OF 4X4 POST IN TREE LINE
 DG7983'(BEAVERCREEK WMA MARKER), 16.0 M NNE OF CL ASPHALT DR EXTENDED, 46.0 M
 DG7983'ENE OF POWER  POLE 178579, 83.5 M SSE OF POWERPOLE 178580.
 DG7983
 DG7983                          STATION RECOVERY (2005)
 DG7983
 DG7983'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 DG7983'TREELINE ALONG THE EAST SIDE OF THE STATION MAY OBSTRUCT FUTURE GPS
 DG7983'OCCUPATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7984 ***********************************************************************
 DG7984  FBN         -  This is a Federal Base Network Control Station.
 DG7984  DESIGNATION -  FBN GORTNEY
 DG7984  PID         -  DG7984
 DG7984  STATE/COUNTY-  KY/PIKE
 DG7984  USGS QUAD   -  ELKHORN CITY (1978)
 DG7984
 DG7984                         *CURRENT SURVEY CONTROL
 DG7984  ___________________________________________________________________
 DG7984* NAD 83(1993)-  37 17 58.85048(N)    082 21 05.47446(W)     ADJUSTED  
 DG7984* NAVD 88     -       252.8    (meters)     829.     (feet)  GPS OBS   
 DG7984  ___________________________________________________________________
 DG7984  X           -     676,133.999 (meters)                     COMP
 DG7984  Y           -  -5,034,888.271 (meters)                     COMP
 DG7984  Z           -   3,844,036.497 (meters)                     COMP
 DG7984  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DG7984  ELLIP HEIGHT-         221.50  (meters)          (11/03/04) GPS OBS
 DG7984  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DG7984
 DG7984  HORZ ORDER  -  A
 DG7984  ELLP ORDER  -  THIRD     CLASS I
 DG7984
 DG7984.The horizontal coordinates were established by GPS observations
 DG7984.and adjusted by the National Geodetic Survey in November 2004..
 DG7984
 DG7984.The orthometric height was determined by GPS observations and a
 DG7984.high-resolution geoid model.
 DG7984
 DG7984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7984
 DG7984.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7984
 DG7984.The ellipsoidal height was determined by GPS observations
 DG7984.and is referenced to NAD 83.
 DG7984
 DG7984.The geoid height was determined by GEOID03.
 DG7984
 DG7984;                    North         East     Units Scale Factor Converg.
 DG7984;SPC KY1Z     - 1,112,734.464 1,801,232.920   MT  0.99995526   +2 05 11.5
 DG7984;SPC KY1Z     - 3,650,696.32  5,909,545.01   sFT  0.99995526   +2 05 11.5
 DG7984;SPC KY S     -   612,657.940   801,231.621   MT  0.99994558   +2 03 39.8
 DG7984;SPC KY S     - 2,010,028.59  2,628,707.41   sFT  0.99994558   +2 03 39.8
 DG7984;UTM  17      - 4,128,973.956   380,217.610   MT  0.99977674   -0 49 08.8
 DG7984
 DG7984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7984!SPC KY1Z     -   0.99996524  x   0.99995526  =   0.99992050
 DG7984!SPC KY S     -   0.99996524  x   0.99994558  =   0.99991082
 DG7984!UTM  17      -   0.99996524  x   0.99977674  =   0.99974199
 DG7984
 DG7984                          SUPERSEDED SURVEY CONTROL
 DG7984
 DG7984.No superseded survey control is available for this station.
 DG7984
 DG7984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB8021828974(NAD 83)
 DG7984_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7984_STAMPING: FBN GORTNEY 2002
 DG7984_MARK LOGO: NGS   
 DG7984_PROJECTION: FLUSH
 DG7984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7984+STABILITY: SURFACE MOTION
 DG7984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7984+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7984
 DG7984  HISTORY     - Date     Condition        Report By
 DG7984  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7984
 DG7984                          STATION DESCRIPTION
 DG7984
 DG7984'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7984'LOCATED IN PIKE CO. IN THE CITY OF ELKHORN, AT THE ELKHORN CITY PARK
 DG7984'ON THE SOUTH SIDE OF  TOWN.      PROPERTY OWNED BY CITY OF ELKHORN.
 DG7984'TO REACH FROM THE INTERSECTION OF US 460 AND SR 80 IN BELCHER KY, GO
 DG7984'SOUTHEASTERLY ON  SR 80 FOR 3.2 MILES TO THE INTERSECTION OF SR 80 AND
 DG7984'SR 197, TURN RIGHT ONTO SR 197 AND GO  SOUTH FOR 0.1 MILE TO SILLHOUSE
 DG7984'AVE, TURN LEFT ON STILLHOUSE AVE AND GO 0.5 MILE TO  HATCHER RD, TURN
 DG7984'RIGHT ONTO HATCHER RD AND GO 0.1 MILE TO POLLY AVE, TURN RIGHT ONTO
 DG7984'POLY AVE AND GO 300 FT TO BALL PARK RD, TURN RIGHT ONTO BALL PARK RD
 DG7984'AND GO 200 FT TO  PARKING LOT, TURN RIGHT INTO PARKING LOT AND STATION
 DG7984'ON THE RIGHT IN GRASSY AREA.     STATION IS AN NGS HORIZONTAL DISK SET
 DG7984'IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND, 16.7 M NW
 DG7984'OF THE CL OF BALL PARK RD, 36.2 M S OF THE CENTER OF A WOODED  GAZEBO,
 DG7984'30.1 M E OF CONCRETE FLAG POLE AT CENTER FIELD OF BASEBALL DIAMOND,
 DG7984'9.8 M NNE OF  THE NE CORNER OF A CONCRETE PAD FOR SHELTER, 15.6 M NNW
 DG7984'OF UTILITY POLE 220.452, 7.4 M W  OF NW CORNER OF BRICK 16IN X 16IN X
 DG7984'24IN MONUMENT WITH BRONZE PLAQUE, 1.2 M S OF ORANGE  FIBERGLASS
 DG7984'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7976 ***********************************************************************
 DG7976  FBN         -  This is a Federal Base Network Control Station.
 DG7976  DESIGNATION -  FBN GREEN
 DG7976  PID         -  DG7976
 DG7976  STATE/COUNTY-  KY/WEBSTER
 DG7976  USGS QUAD   -  DIXON (1969)
 DG7976
 DG7976                         *CURRENT SURVEY CONTROL
 DG7976  ___________________________________________________________________
 DG7976* NAD 83(1993)-  37 35 35.10397(N)    087 40 38.50943(W)     ADJUSTED  
 DG7976* NAVD 88     -       145.1    (meters)     476.     (feet)  GPS OBS   
 DG7976  ___________________________________________________________________
 DG7976  X           -     205,072.435 (meters)                     COMP
 DG7976  Y           -  -5,056,042.711 (meters)                     COMP
 DG7976  Z           -   3,869,825.398 (meters)                     COMP
 DG7976  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 DG7976  ELLIP HEIGHT-         114.88  (meters)          (11/03/04) GPS OBS
 DG7976  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 DG7976
 DG7976  HORZ ORDER  -  A
 DG7976  ELLP ORDER  -  THIRD     CLASS I
 DG7976
 DG7976.The horizontal coordinates were established by GPS observations
 DG7976.and adjusted by the National Geodetic Survey in November 2004..
 DG7976
 DG7976.The orthometric height was determined by GPS observations and a
 DG7976.high-resolution geoid model.
 DG7976
 DG7976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7976
 DG7976.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7976
 DG7976.The ellipsoidal height was determined by GPS observations
 DG7976.and is referenced to NAD 83.
 DG7976
 DG7976.The geoid height was determined by GEOID03.
 DG7976
 DG7976;                    North         East     Units Scale Factor Converg.
 DG7976;SPC KY1Z     - 1,141,567.970 1,329,810.003   MT  0.99991710   -1 10 60.0
 DG7976;SPC KY1Z     - 3,745,294.25  4,362,884.98   sFT  0.99991710   -1 10 60.0
 DG7976;SPC KY S     -   641,537.551   329,803.160   MT  0.99995558   -1 10 07.9
 DG7976;SPC KY S     - 2,104,777.78  1,082,029.20   sFT  0.99995558   -1 10 07.9
 DG7976;UTM  16      - 4,160,884.099   440,201.812   MT  0.99964404   -0 24 47.7
 DG7976
 DG7976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7976!SPC KY1Z     -   0.99998197  x   0.99991710  =   0.99989907
 DG7976!SPC KY S     -   0.99998197  x   0.99995558  =   0.99993755
 DG7976!UTM  16      -   0.99998197  x   0.99964404  =   0.99962602
 DG7976
 DG7976                          SUPERSEDED SURVEY CONTROL
 DG7976
 DG7976.No superseded survey control is available for this station.
 DG7976
 DG7976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4020260884(NAD 83)
 DG7976_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7976_STAMPING: FBN GREEN 2002
 DG7976_MARK LOGO: NGS   
 DG7976_PROJECTION: FLUSH
 DG7976_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7976+STABILITY: SURFACE MOTION
 DG7976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7976+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7976
 DG7976  HISTORY     - Date     Condition        Report By
 DG7976  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7976
 DG7976                          STATION DESCRIPTION
 DG7976
 DG7976'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7976'LOCATED IN WEBSTER CO., ABOUT 5.5 MI. NORTH OF DIXON AND 21.3 MI.
 DG7976'SOUTH OF HENDERSON IN  THE MIDDLE OF THE GRASSY AREA CREATED BY THE
 DG7976''Y' INTERSECTION OF US 41-A AND SR 56.
 DG7976' 
 DG7976'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7976' 
 DG7976'TO REACH FROM THE INTERSECTION OF US 41-A AND SR 132 AT THE COURTHOUSE
 DG7976'SQUARE IN DIXON,  GO N ON US 41-A FOR 5.5 MILES TO THE JUNCTION OF US
 DG7976'41-A AND SR 56, AND THE STATION LOCATED  IN THE GRASSY AREA CREATED BY
 DG7976'THE 'Y' INTERSECTION.
 DG7976' 
 DG7976'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG7976'CONCRETE POST FLUSH  WITH GROUND, 84 FT. NW FROM THE CL OF US 41-A, 83
 DG7976'FT. W FROM A GUYED UTILITY POLE IN THE  NORTHERN CORNER OF THE GRASSY
 DG7976'AREA, AND 72 FT. ESE FROM HEADWALL IN THE WESTERN  CORNER OF THE
 DG7976'GRASSY AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8026 ***********************************************************************
 DG8026  FBN         -  This is a Federal Base Network Control Station.
 DG8026  DESIGNATION -  FBN GRIMES
 DG8026  PID         -  DG8026
 DG8026  STATE/COUNTY-  KY/CRITTENDEN
 DG8026  USGS QUAD   -  ROSICLARE (1996)
 DG8026
 DG8026                         *CURRENT SURVEY CONTROL
 DG8026  ___________________________________________________________________
 DG8026* NAD 83(1993)-  37 23 48.39370(N)    088 15 35.33722(W)     ADJUSTED  
 DG8026* NAVD 88     -       145.2    (meters)     476.     (feet)  GPS OBS   
 DG8026  ___________________________________________________________________
 DG8026  X           -     154,067.231 (meters)                     COMP
 DG8026  Y           -  -5,071,123.008 (meters)                     COMP
 DG8026  Z           -   3,852,539.208 (meters)                     COMP
 DG8026  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 DG8026  ELLIP HEIGHT-         115.88  (meters)          (11/03/04) GPS OBS
 DG8026  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DG8026
 DG8026  HORZ ORDER  -  A
 DG8026  ELLP ORDER  -  THIRD     CLASS I
 DG8026
 DG8026.The horizontal coordinates were established by GPS observations
 DG8026.and adjusted by the National Geodetic Survey in November 2004..
 DG8026
 DG8026.The orthometric height was determined by GPS observations and a
 DG8026.high-resolution geoid model.
 DG8026
 DG8026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8026
 DG8026.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8026
 DG8026.The ellipsoidal height was determined by GPS observations
 DG8026.and is referenced to NAD 83.
 DG8026
 DG8026.The geoid height was determined by GEOID03.
 DG8026
 DG8026;                    North         East     Units Scale Factor Converg.
 DG8026;SPC KY1Z     - 1,121,012.445 1,277,803.446   MT  0.99993976   -1 32 27.3
 DG8026;SPC KY1Z     - 3,677,855.00  4,192,260.14   sFT  0.99993976   -1 32 27.3
 DG8026;SPC KY S     -   620,966.464   277,801.410   MT  0.99994600   -1 31 19.6
 DG8026;SPC KY S     - 2,037,287.47    911,420.13   sFT  0.99994600   -1 31 19.6
 DG8026;UTM  16      - 4,139,634.125   388,489.292   MT  0.99975317   -0 45 54.7
 DG8026
 DG8026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8026!SPC KY1Z     -   0.99998182  x   0.99993976  =   0.99992158
 DG8026!SPC KY S     -   0.99998182  x   0.99994600  =   0.99992782
 DG8026!UTM  16      -   0.99998182  x   0.99975317  =   0.99973499
 DG8026
 DG8026                          SUPERSEDED SURVEY CONTROL
 DG8026
 DG8026.No superseded survey control is available for this station.
 DG8026
 DG8026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8848939634(NAD 83)
 DG8026_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8026_STAMPING: FBN GRIMES 2002
 DG8026_MARK LOGO: NGS   
 DG8026_PROJECTION: FLUSH
 DG8026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8026+STABILITY: SURFACE MOTION
 DG8026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8026+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8026
 DG8026  HISTORY     - Date     Condition        Report By
 DG8026  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8026
 DG8026                          STATION DESCRIPTION
 DG8026
 DG8026'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8026'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.     TO REACH
 DG8026'FROM THE INTERSECTION OF US 60 AND KY 723N IN SALEM, GO N ON KY 723
 DG8026'FOR 8.7 MILES  TO INTERSECTION OF KY 723N AND KY 297, TURN LEFT AND GO
 DG8026'W ON KY 297/723N FOR 1 MILE TO Y  WHERE KY 297 AND KY 723N SEPARATE,
 DG8026'AND THE STATION IN THE GRASSY AREA BETWEEN THE  DIVERGING ROADS.
 DG8026'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG8026'CONCRETE POST FLUSH  WITH GROUND, 26 FT W FROM CL OF KY 723, 36 FT E
 DG8026'FROM CL OF KY 297, 258 FT FROM EAST SIDE OF  CULVERT THAT RUNS UNDER
 DG8026'KY 297, AND 89.1 FT FROM WOODEN CORNER POST IN BARB WIRE  FENCE ON
 DG8026'EAST SIDE OF KY 723.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7977 ***********************************************************************
 DG7977  FBN         -  This is a Federal Base Network Control Station.
 DG7977  DESIGNATION -  FBN HALL
 DG7977  PID         -  DG7977
 DG7977  STATE/COUNTY-  KY/CARROLL
 DG7977  USGS QUAD   -  VEVAY SOUTH (1994)
 DG7977
 DG7977                         *CURRENT SURVEY CONTROL
 DG7977  ___________________________________________________________________
 DG7977* NAD 83(1993)-  38 38 58.14490(N)    085 07 04.01487(W)     ADJUSTED  
 DG7977* NAVD 88     -       150.4    (meters)     493.     (feet)  GPS OBS   
 DG7977  ___________________________________________________________________
 DG7977  X           -     424,501.342 (meters)                     COMP
 DG7977  Y           -  -4,969,716.557 (meters)                     COMP
 DG7977  Z           -   3,962,075.277 (meters)                     COMP
 DG7977  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DG7977  ELLIP HEIGHT-         116.64  (meters)          (11/03/04) GPS OBS
 DG7977  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 DG7977
 DG7977  HORZ ORDER  -  A
 DG7977  ELLP ORDER  -  THIRD     CLASS I
 DG7977
 DG7977.The horizontal coordinates were established by GPS observations
 DG7977.and adjusted by the National Geodetic Survey in November 2004..
 DG7977
 DG7977.The orthometric height was determined by GPS observations and a
 DG7977.high-resolution geoid model.
 DG7977
 DG7977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7977
 DG7977.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7977
 DG7977.The ellipsoidal height was determined by GPS observations
 DG7977.and is referenced to NAD 83.
 DG7977
 DG7977.The geoid height was determined by GEOID03.
 DG7977
 DG7977;                    North         East     Units Scale Factor Converg.
 DG7977;SPC KY1Z     - 1,257,247.590 1,555,035.316   MT  0.99999590   +0 23 17.4
 DG7977;SPC KY1Z     - 4,124,819.80  5,101,811.70   sFT  0.99999590   +0 23 17.4
 DG7977;SPC KY N     -   127,946.496   424,461.295   MT  0.99996712   -0 32 23.3
 DG7977;SPC KY N     -   419,771.13  1,392,586.77   sFT  0.99996712   -0 32 23.3
 DG7977;UTM  16      - 4,279,561.308   663,792.193   MT  0.99993038   +1 10 32.9
 DG7977
 DG7977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7977!SPC KY1Z     -   0.99998170  x   0.99999590  =   0.99997760
 DG7977!SPC KY N     -   0.99998170  x   0.99996712  =   0.99994882
 DG7977!UTM  16      -   0.99998170  x   0.99993038  =   0.99991208
 DG7977
 DG7977                          SUPERSEDED SURVEY CONTROL
 DG7977
 DG7977.No superseded survey control is available for this station.
 DG7977
 DG7977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6379279561(NAD 83)
 DG7977_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7977_STAMPING: FBN HALL 2002
 DG7977_MARK LOGO: NGS   
 DG7977_PROJECTION: FLUSH
 DG7977_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7977+STABILITY: SURFACE MOTION
 DG7977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7977+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7977
 DG7977  HISTORY     - Date     Condition        Report By
 DG7977  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7977
 DG7977                          STATION DESCRIPTION
 DG7977
 DG7977'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7977'THE STATION IS LOCATED IN CARROLL COUNTY, KY, ABOUT 44 1/2 MILES
 DG7977'SOUTHWEST OF  COVINGTON, 44 MILES NORTHEAST OF LOUISVILLE, AND 4 MILES
 DG7977'SOUTHEAST OF CARROLLTON, AT  EXIT 44 OF I 71.
 DG7977' 
 DG7977'THE STATION IS LOCATED ON PROPERTY OWNED BY THE KENTUCKY
 DG7977'TRANSPORTATION CABINET.
 DG7977' 
 DG7977'TO REACH THE STATION FROM THE INTERSECTION OF I 71 AND KY 389, AT THE
 DG7977'NORTH BOUND I 71  EXIT 43 ENTANCE RAMP, PROCEED UP RAMP FOR 0.15 MILES
 DG7977'ONTO I 71, CONTINUE NORTH ON I 71 FOR  1.0 MILE CROSSING BRIDGE OVER
 DG7977'KENTUCKY RIVER, CONTINUE ANOTHER 0.41 MILE TO I 71 EXIT 44,   PROCEED
 DG7977'0.19 MILE DOWN EXIT RAMP TO SHOULDER PARKING ON THE LEFT.  TURN ON
 DG7977'VEHICLE  FLASHERS AND CAUTION LIGHTS.  MARK IS LOCATED ON LEFT SIDE OF
 DG7977'RAMP, IN GRASSY AREA  BETWEEN I 71, EXIT 44 EXIT RAMP AND EXIT 44
 DG7977'ENTRANCE RAMP.
 DG7977' 
 DG7977'THE STATION IS AN NGS HORIZONTAL STATION DISK SET IN A 10 INCH
 DG7977'DIAMETER POURED CONCRETE  POST FLUSH WITH THE GROUND.  IT IS 28.7 M
 DG7977'SOUTHEAST OF PAVED SHOULDER ON NORTH BOUND I  71, 35.6 M EAST OF
 DG7977'INTERSTATE LIGHT POST, 46.2 M WEST OF EDGE OF PAVEMENT OF NORTH BOUND
 DG7977'ENTRANCE RAMP TO I 71, 1.0 M WEST OF A NOAA CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7991 ***********************************************************************
 DG7991  FBN         -  This is a Federal Base Network Control Station.
 DG7991  DESIGNATION -  FBN HAMILTON
 DG7991  PID         -  DG7991
 DG7991  STATE/COUNTY-  KY/JOHNSON
 DG7991  USGS QUAD   -  PAINTSVILLE (1992)
 DG7991
 DG7991                         *CURRENT SURVEY CONTROL
 DG7991  ___________________________________________________________________
 DG7991* NAD 83(1993)-  37 49 15.01336(N)    082 50 13.68713(W)     ADJUSTED  
 DG7991* NAVD 88     -       193.5    (meters)     635.     (feet)  GPS OBS   
 DG7991  ___________________________________________________________________
 DG7991  X           -     629,033.938 (meters)                     COMP
 DG7991  Y           -  -5,005,404.294 (meters)                     COMP
 DG7991  Z           -   3,889,853.061 (meters)                     COMP
 DG7991  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 DG7991  ELLIP HEIGHT-         160.98  (meters)          (11/03/04) GPS OBS
 DG7991  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DG7991
 DG7991  HORZ ORDER  -  A
 DG7991  ELLP ORDER  -  THIRD     CLASS I
 DG7991
 DG7991.The horizontal coordinates were established by GPS observations
 DG7991.and adjusted by the National Geodetic Survey in November 2004..
 DG7991
 DG7991.The orthometric height was determined by GPS observations and a
 DG7991.high-resolution geoid model.
 DG7991
 DG7991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7991
 DG7991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7991
 DG7991.The ellipsoidal height was determined by GPS observations
 DG7991.and is referenced to NAD 83.
 DG7991
 DG7991.The geoid height was determined by GEOID03.
 DG7991
 DG7991;                    North         East     Units Scale Factor Converg.
 DG7991;SPC KY1Z     - 1,169,088.493 1,756,399.360   MT  0.99990541   +1 47 18.2
 DG7991;SPC KY1Z     - 3,835,584.50  5,762,453.57   sFT  0.99990541   +1 47 18.2
 DG7991;SPC KY S     -   669,032.350   756,419.858   MT  0.99998140   +1 45 59.6
 DG7991;SPC KY S     - 2,194,983.63  2,481,687.48   sFT  0.99998140   +1 45 59.6
 DG7991;UTM  17      - 4,187,526.704   338,305.866   MT  0.99992203   -1 07 36.4
 DG7991
 DG7991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7991!SPC KY1Z     -   0.99997474  x   0.99990541  =   0.99988015
 DG7991!SPC KY S     -   0.99997474  x   0.99998140  =   0.99995614
 DG7991!UTM  17      -   0.99997474  x   0.99992203  =   0.99989677
 DG7991
 DG7991                          SUPERSEDED SURVEY CONTROL
 DG7991
 DG7991.No superseded survey control is available for this station.
 DG7991
 DG7991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB3830687527(NAD 83)
 DG7991_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7991_STAMPING: FBN HAMILTON 2002
 DG7991_MARK LOGO: NGS   
 DG7991_PROJECTION: FLUSH
 DG7991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7991+STABILITY: SURFACE MOTION
 DG7991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7991+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7991
 DG7991  HISTORY     - Date     Condition        Report By
 DG7991  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7991
 DG7991                          STATION DESCRIPTION
 DG7991
 DG7991'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7991'LOCATED IN  JOHNSON CO., 11 MILES NE OF SLAYERSVILLE, 10 MILES NW OF
 DG7991'PRESTONBURG, 2  MILES NW OF PAINTSVILLE, IN MEDIAN BETWEEN US 23 AND
 DG7991'RAMP ONTO US 23 SOUTHBOUND FROM  US 460.      STATION IS LOCATED IN
 DG7991'THE R/W OF PROPERTY OWNED BY KYTC.     TO REACH FROM THE INTERSECTION
 DG7991'OF US 23 AND US 460, GO 0.2 MILE E ON SR 40 TO 460 W, GO 0.1  MILE W
 DG7991'ON 460 TO 23 SOUTH RAMP, GO SOUTH ON RAMP 500 FT TO STATION GRASS KNOB
 DG7991'ON EAST  SIDE OF RAMP.       STATION IS AN NGS HORIZONTAL DISK SET IN
 DG7991'A 10 IN DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND, 103 FT N
 DG7991'FROM POWER POLE 784-512, 227 FT NW FROM GUARDRAIL ALONG  SOUTHBOUND US
 DG7991'23, 194 FT E FROM PK NAIL SET IN YELLOW LINE ALONG EDGE OF PAVEMENT OF
 DG7991'RAMP, 4 FT S OF ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7988 ***********************************************************************
 DG7988  FBN         -  This is a Federal Base Network Control Station.
 DG7988  DESIGNATION -  FBN HART
 DG7988  PID         -  DG7988
 DG7988  STATE/COUNTY-  KY/HARDIN
 DG7988  USGS QUAD   -  VINE GROVE (1991)
 DG7988
 DG7988                         *CURRENT SURVEY CONTROL
 DG7988  ___________________________________________________________________
 DG7988* NAD 83(1993)-  37 50 52.28218(N)    085 56 39.65686(W)     ADJUSTED  
 DG7988* NAVD 88     -       234.2    (meters)     768.     (feet)  GPS OBS   
 DG7988  ___________________________________________________________________
 DG7988  X           -     356,665.721 (meters)                     COMP
 DG7988  Y           -  -5,030,339.044 (meters)                     COMP
 DG7988  Z           -   3,892,246.473 (meters)                     COMP
 DG7988  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 DG7988  ELLIP HEIGHT-         201.44  (meters)          (11/03/04) GPS OBS
 DG7988  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DG7988
 DG7988  HORZ ORDER  -  A
 DG7988  ELLP ORDER  -  THIRD     CLASS I
 DG7988
 DG7988.The horizontal coordinates were established by GPS observations
 DG7988.and adjusted by the National Geodetic Survey in November 2004..
 DG7988
 DG7988.The orthometric height was determined by GPS observations and a
 DG7988.high-resolution geoid model.
 DG7988
 DG7988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7988
 DG7988.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7988
 DG7988.The ellipsoidal height was determined by GPS observations
 DG7988.and is referenced to NAD 83.
 DG7988
 DG7988.The geoid height was determined by GEOID03.
 DG7988
 DG7988;                    North         East     Units Scale Factor Converg.
 DG7988;SPC KY1Z     - 1,168,103.114 1,482,896.268   MT  0.99990507   -0 07 09.6
 DG7988;SPC KY1Z     - 3,832,351.63  4,865,135.51   sFT  0.99990507   -0 07 09.6
 DG7988;SPC KY S     -   668,095.557   482,894.891   MT  0.99998552   -0 07 04.3
 DG7988;SPC KY S     - 2,191,910.17  1,584,297.65   sFT  0.99998552   -0 07 04.3
 DG7988;UTM  16      - 4,189,459.564   592,875.792   MT  0.99970624   +0 38 51.9
 DG7988
 DG7988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7988!SPC KY1Z     -   0.99996839  x   0.99990507  =   0.99987346
 DG7988!SPC KY S     -   0.99996839  x   0.99998552  =   0.99995391
 DG7988!UTM  16      -   0.99996839  x   0.99970624  =   0.99967464
 DG7988
 DG7988                          SUPERSEDED SURVEY CONTROL
 DG7988
 DG7988.No superseded survey control is available for this station.
 DG7988
 DG7988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9287689460(NAD 83)
 DG7988_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7988_STAMPING: FBN HART 2002
 DG7988_MARK LOGO: NGS   
 DG7988_PROJECTION: FLUSH
 DG7988_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7988+STABILITY: SURFACE MOTION
 DG7988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7988+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7988
 DG7988  HISTORY     - Date     Condition        Report By
 DG7988  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7988
 DG7988                          STATION DESCRIPTION
 DG7988
 DG7988'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7988'LOCATED IN HARDIN CO., 12 MILES NW OF ELIZABETHTOWN, 26 MILES W OF
 DG7988'BARDSTOWN, 39 MILES  S OF LOUISVILLE, IN RADCLIFF KY.     STATION IS
 DG7988'LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.     TO REACH FROM THE
 DG7988'INTERSECTION OF KY 62 AND KY 31W IN ELIZABETHTOWN, GO NW ON KY 31W
 DG7988'FOR 11.5 MILES TO KY 1815, CONTINUE NW ON KY 31W FOR 0.5 MILE TO RAMP
 DG7988'TO N WILSON RD (KY  447), TURN RIGHT ONTO RAMP FOR 0.1 MILE TO GRAVEL
 DG7988'SHOULDER ON RIGHT SIDE OF RAMP.  THE  STATION IS ON THE EMBANKMENT ON
 DG7988'LEFT SIDE OF ROADWAY.     STATION IS AN NGS HORIZONTAL DISK SET IN A
 DG7988'10 IN DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND, 50.6 M ESE
 DG7988'FROM UTILITY POLE, 62.9 M W FROM E WILSON RD EDGE OF PAVEMENT,  31.2 M
 DG7988'E FROM 14 IN KENTUCKY COFFEE TREE, 66.9 M NE FROM NE CORNER OF BRIDGE
 DG7988'OVER KY 31W,  AND 53.1 M ENE FROM UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7990 ***********************************************************************
 DG7990  FBN         -  This is a Federal Base Network Control Station.
 DG7990  DESIGNATION -  FBN HELTON
 DG7990  PID         -  DG7990
 DG7990  STATE/COUNTY-  KY/MAGOFFIN
 DG7990  USGS QUAD   -  SALYERSVILLE NORTH (1992)
 DG7990
 DG7990                         *CURRENT SURVEY CONTROL
 DG7990  ___________________________________________________________________
 DG7990* NAD 83(1993)-  37 45 07.34045(N)    083 00 08.33099(W)     ADJUSTED  
 DG7990* NAVD 88     -       317.9    (meters)    1043.     (feet)  GPS OBS   
 DG7990  ___________________________________________________________________
 DG7990  X           -     615,183.219 (meters)                     COMP
 DG7990  Y           -  -5,011,938.766 (meters)                     COMP
 DG7990  Z           -   3,883,894.421 (meters)                     COMP
 DG7990  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 DG7990  ELLIP HEIGHT-         285.59  (meters)          (11/03/04) GPS OBS
 DG7990  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 DG7990
 DG7990  HORZ ORDER  -  A
 DG7990  ELLP ORDER  -  THIRD     CLASS I
 DG7990
 DG7990.The horizontal coordinates were established by GPS observations
 DG7990.and adjusted by the National Geodetic Survey in November 2004..
 DG7990
 DG7990.The orthometric height was determined by GPS observations and a
 DG7990.high-resolution geoid model.
 DG7990
 DG7990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7990
 DG7990.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7990
 DG7990.The ellipsoidal height was determined by GPS observations
 DG7990.and is referenced to NAD 83.
 DG7990
 DG7990.The geoid height was determined by GEOID03.
 DG7990
 DG7990;                    North         East     Units Scale Factor Converg.
 DG7990;SPC KY1Z     - 1,161,015.494 1,742,088.912   MT  0.99990729   +1 41 13.1
 DG7990;SPC KY1Z     - 3,809,098.33  5,715,503.37   sFT  0.99990729   +1 41 13.1
 DG7990;SPC KY S     -   660,964.086   742,105.413   MT  0.99997194   +1 39 58.9
 DG7990;SPC KY S     - 2,168,513.01  2,434,724.18   sFT  0.99997194   +1 39 58.9
 DG7990;UTM  17      - 4,180,191.358   323,602.813   MT  0.99998327   -1 13 34.4
 DG7990
 DG7990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7990!SPC KY1Z     -   0.99995519  x   0.99990729  =   0.99986248
 DG7990!SPC KY S     -   0.99995519  x   0.99997194  =   0.99992713
 DG7990!UTM  17      -   0.99995519  x   0.99998327  =   0.99993846
 DG7990
 DG7990                          SUPERSEDED SURVEY CONTROL
 DG7990
 DG7990.No superseded survey control is available for this station.
 DG7990
 DG7990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB2360380191(NAD 83)
 DG7990_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7990_STAMPING: FBN HELTON 2002
 DG7990_MARK LOGO: NGS   
 DG7990_PROJECTION: FLUSH
 DG7990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7990+STABILITY: SURFACE MOTION
 DG7990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7990+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7990
 DG7990  HISTORY     - Date     Condition        Report By
 DG7990  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7990
 DG7990                          STATION DESCRIPTION
 DG7990
 DG7990'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7990'LOCATED IN MAGOFFIN CO., 14.6 MILES S OF PAINTSVILLE, 2 MILES E OF
 DG7990'SALYERSVILLE, ON US 460.     STATION IS LOCATED IN THE R/W OF PROPERTY
 DG7990'OWNED BY KYTC.     TO REACH FROM THE INTERSECTION OF SR 114 AND US 460
 DG7990'ON THE EAST SIDE OF SALYERSVILLE, GO  N ON US 460 1.6 MILES TO MILE
 DG7990'POST 16.2 AND THE STATION ON THE RIGHT (EAST).     STATION IS AN NGS
 DG7990'HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH
 DG7990'WITH GROUND, 115.5 FT NE FROM 'CHURCH ENTRANCE AHEAD' SIGN, 80.8 FT NW
 DG7990'FROM TELEPHONE  POLE, 153.0 FT SE FROM MAIL BOX 1670, 78.0 FT E FROM
 DG7990'CL US 460, 3.2 FT W FROM WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7992 ***********************************************************************
 DG7992  FBN         -  This is a Federal Base Network Control Station.
 DG7992  DESIGNATION -  FBN HOBBS
 DG7992  PID         -  DG7992
 DG7992  STATE/COUNTY-  KY/ANDERSON
 DG7992  USGS QUAD   -  SALVISA (1976)
 DG7992
 DG7992                         *CURRENT SURVEY CONTROL
 DG7992  ___________________________________________________________________
 DG7992* NAD 83(1993)-  37 57 57.14741(N)    084 52 26.89963(W)     ADJUSTED  
 DG7992* NAVD 88     -       230.7    (meters)     757.     (feet)  GPS OBS   
 DG7992  ___________________________________________________________________
 DG7992  X           -     449,838.842 (meters)                     COMP
 DG7992  Y           -  -5,014,780.461 (meters)                     COMP
 DG7992  Z           -   3,902,579.726 (meters)                     COMP
 DG7992  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DG7992  ELLIP HEIGHT-         197.17  (meters)          (11/03/04) GPS OBS
 DG7992  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DG7992
 DG7992  HORZ ORDER  -  A
 DG7992  ELLP ORDER  -  THIRD     CLASS I
 DG7992
 DG7992.The horizontal coordinates were established by GPS observations
 DG7992.and adjusted by the National Geodetic Survey in November 2004..
 DG7992
 DG7992.The orthometric height was determined by GPS observations and a
 DG7992.high-resolution geoid model.
 DG7992
 DG7992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7992
 DG7992.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7992
 DG7992.The ellipsoidal height was determined by GPS observations
 DG7992.and is referenced to NAD 83.
 DG7992
 DG7992.The geoid height was determined by GEOID03.
 DG7992
 DG7992;                    North         East     Units Scale Factor Converg.
 DG7992;SPC KY1Z     - 1,181,544.586 1,576,956.329   MT  0.99990616   +0 32 15.9
 DG7992;SPC KY1Z     - 3,876,450.86  5,173,730.89   sFT  0.99990616   +0 32 15.9
 DG7992;SPC KY N     -    51,896.271   445,155.374   MT  1.00000012   -0 23 17.7
 DG7992;SPC KY N     -   170,263.02  1,460,480.59   sFT  1.00000012   -0 23 17.7
 DG7992;UTM  16      - 4,204,160.516   686,741.912   MT  1.00002952   +1 18 29.5
 DG7992
 DG7992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7992!SPC KY1Z     -   0.99996906  x   0.99990616  =   0.99987522
 DG7992!SPC KY N     -   0.99996906  x   1.00000012  =   0.99996918
 DG7992!UTM  16      -   0.99996906  x   1.00002952  =   0.99999858
 DG7992
 DG7992                          SUPERSEDED SURVEY CONTROL
 DG7992
 DG7992.No superseded survey control is available for this station.
 DG7992
 DG7992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8674204161(NAD 83)
 DG7992_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7992_STAMPING: FBN HOBBS 2002
 DG7992_MARK LOGO: NGS   
 DG7992_PROJECTION: FLUSH
 DG7992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7992+STABILITY: SURFACE MOTION
 DG7992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7992+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7992
 DG7992  HISTORY     - Date     Condition        Report By
 DG7992  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7992
 DG7992                          STATION DESCRIPTION
 DG7992
 DG7992'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7992'THE STATION IS LOCATED IN ANDERSON COUNTY, KY, 21 1/2 MILES WEST
 DG7992'SOUTHWEST OF  LEXINGTON, 5 MILES SOUTH SOUTHEAST OF LAWRENCEBURG,
 DG7992'ADJACENT TO THE US 127  NICHOLASVILLE, SOUTH OF BLUE GRASS PARKWAY
 DG7992'EXIT 59.
 DG7992' 
 DG7992'THE STATION IS LOCATED ON PROPERTY OWNED BY THE KENTUCKY
 DG7992'TRANSPORTATION CABINET.
 DG7992' 
 DG7992'TO REACH THE STATION FROM THE INTERSECTION OF BLUE GRASS PARKWAY AND
 DG7992'US 127, GO SOUTH  ON US 127 FOR 0.45 MILE PAVED ROAD ON RIGHT, TURN
 DG7992'RIGHT AND THEN A QUICK LEFT ONTO  ANOTHER PAVED ROAD.  MARK IS ON THE
 DG7992'LEFT, WEST OF US 127.
 DG7992' 
 DG7992'THE STATION IS AN NGS HORIZONTAL STATION DISK SET IN A 10 INCH
 DG7992'DIAMETER POURED CONCRETE  POST FLUSH WITH THE GROUND.  IT IS 21.8 M
 DG7992'EAST SOUTHEAST OF SOUTH CENTRAL BELL  TELEPHONE POLE 140, 11.5 M SOUTH
 DG7992'SOUTHWEST OF END OF 12 INCH METAL CULVERT PIPE, 11.6 M  EAST OF
 DG7992'CENTERLINE OF PAVED ROAD PARALLEL TO US 127, 7.3 M WEST OF EDGE OF
 DG7992'PAVED  SHOULDER OF US 127, 1.0 M EAST OF NOAA CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7993 ***********************************************************************
 DG7993  FBN         -  This is a Federal Base Network Control Station.
 DG7993  DESIGNATION -  FBN HUFF
 DG7993  PID         -  DG7993
 DG7993  STATE/COUNTY-  KY/HARLAN
 DG7993  USGS QUAD   -  WALLINS CREEK (1974)
 DG7993
 DG7993                         *CURRENT SURVEY CONTROL
 DG7993  ___________________________________________________________________
 DG7993* NAD 83(1993)-  36 48 42.04826(N)    083 29 49.01685(W)     ADJUSTED  
 DG7993* NAVD 88     -       340.6    (meters)    1117.     (feet)  GPS OBS   
 DG7993  ___________________________________________________________________
 DG7993  X           -     579,054.878 (meters)                     COMP
 DG7993  Y           -  -5,079,894.519 (meters)                     COMP
 DG7993  Z           -   3,800,867.562 (meters)                     COMP
 DG7993  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DG7993  ELLIP HEIGHT-         309.92  (meters)          (11/03/04) GPS OBS
 DG7993  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DG7993
 DG7993  HORZ ORDER  -  A
 DG7993  ELLP ORDER  -  THIRD     CLASS I
 DG7993
 DG7993.The horizontal coordinates were established by GPS observations
 DG7993.and adjusted by the National Geodetic Survey in November 2004..
 DG7993
 DG7993.The orthometric height was determined by GPS observations and a
 DG7993.high-resolution geoid model.
 DG7993
 DG7993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7993
 DG7993.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7993
 DG7993.The ellipsoidal height was determined by GPS observations
 DG7993.and is referenced to NAD 83.
 DG7993
 DG7993.The geoid height was determined by GEOID03.
 DG7993
 DG7993;                    North         East     Units Scale Factor Converg.
 DG7993;SPC KY1Z     - 1,055,517.609 1,701,037.087   MT  1.00007607   +1 22 59.8
 DG7993;SPC KY1Z     - 3,462,977.36  5,580,819.18   sFT  1.00007607   +1 22 59.8
 DG7993;SPC KY S     -   555,480.951   701,019.596   MT  0.99998670   +1 21 59.0
 DG7993;SPC KY S     - 1,822,440.42  2,299,928.46   sFT  0.99998670   +1 21 59.0
 DG7993;UTM  17      - 4,076,890.916   277,264.525   MT  1.00021123   -1 29 48.3
 DG7993
 DG7993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7993!SPC KY1Z     -   0.99995136  x   1.00007607  =   1.00002743
 DG7993!SPC KY S     -   0.99995136  x   0.99998670  =   0.99993807
 DG7993!UTM  17      -   0.99995136  x   1.00021123  =   1.00016258
 DG7993
 DG7993                          SUPERSEDED SURVEY CONTROL
 DG7993
 DG7993.No superseded survey control is available for this station.
 DG7993
 DG7993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7726576891(NAD 83)
 DG7993_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7993_STAMPING: FBN HUFF 2002
 DG7993_MARK LOGO: NGS   
 DG7993_PROJECTION: FLUSH
 DG7993_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7993+STABILITY: SURFACE MOTION
 DG7993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7993+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7993
 DG7993  HISTORY     - Date     Condition        Report By
 DG7993  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7993
 DG7993                          STATION DESCRIPTION
 DG7993
 DG7993'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7993'LOCATED IN  HARLAN CO., 34.5 MILES ESE OF CORBIN, 11.5 MILES ENE OF
 DG7993'PINEVILLE, 10.0 MILES  WSW OF HARLAN, IN MOLUS KY NEAR PENTECOSTAL
 DG7993'CHURCH.     STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.
 DG7993'TO REACH FROM THE BELL/HARLAN COUNTY LINE ON US 119, GO 1.7 MI E TO
 DG7993'THE STATION ON THE  LEFT IN THE GRASSY AREA BETWEEN THE HIGHWAY AND
 DG7993'THE PARKING LOT OF THE MOLUS  PENTECOSTAL CHURCH.     STATION IS AN
 DG7993'NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH
 DG7993'WITH GROUND, 3.5 M SE FROM UTILITY POLE, 13.7 M N FROM CL OF US 119,
 DG7993'25.4 M S FROM THE SW  CORNER OF THE CHURCH, 16.8 M W FROM THE CENTER
 DG7993'OF THE CHURCH SIGN, AND .9 M S OF  WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7994 ***********************************************************************
 DG7994  FBN         -  This is a Federal Base Network Control Station.
 DG7994  DESIGNATION -  FBN INGRAM
 DG7994  PID         -  DG7994
 DG7994  STATE/COUNTY-  KY/TRIMBLE
 DG7994  USGS QUAD   -  BEDFORD (1984)
 DG7994
 DG7994                         *CURRENT SURVEY CONTROL
 DG7994  ___________________________________________________________________
 DG7994* NAD 83(1993)-  38 35 51.55418(N)    085 18 06.92082(W)     ADJUSTED  
 DG7994* NAVD 88     -       279.6    (meters)     917.     (feet)  GPS OBS   
 DG7994  ___________________________________________________________________
 DG7994  X           -     408,829.643 (meters)                     COMP
 DG7994  Y           -  -4,974,735.250 (meters)                     COMP
 DG7994  Z           -   3,957,660.688 (meters)                     COMP
 DG7994  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 DG7994  ELLIP HEIGHT-         245.85  (meters)          (11/03/04) GPS OBS
 DG7994  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DG7994
 DG7994  HORZ ORDER  -  A
 DG7994  ELLP ORDER  -  THIRD     CLASS I
 DG7994
 DG7994.The horizontal coordinates were established by GPS observations
 DG7994.and adjusted by the National Geodetic Survey in November 2004..
 DG7994
 DG7994.The orthometric height was determined by GPS observations and a
 DG7994.high-resolution geoid model.
 DG7994
 DG7994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7994
 DG7994.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7994
 DG7994.The ellipsoidal height was determined by GPS observations
 DG7994.and is referenced to NAD 83.
 DG7994
 DG7994.The geoid height was determined by GEOID03.
 DG7994
 DG7994;                    North         East     Units Scale Factor Converg.
 DG7994;SPC KY1Z     - 1,251,401.290 1,539,033.443   MT  0.99998410   +0 16 30.4
 DG7994;SPC KY1Z     - 4,105,639.07  5,049,312.22   sFT  0.99998410   +0 16 30.4
 DG7994;SPC KY N     -   122,360.465   408,367.152   MT  0.99996466   -0 39 15.7
 DG7994;SPC KY N     -   401,444.29  1,339,784.56   sFT  0.99996466   -0 39 15.7
 DG7994;UTM  16      - 4,273,496.591   647,873.469   MT  0.99986928   +1 03 34.3
 DG7994
 DG7994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7994!SPC KY1Z     -   0.99996143  x   0.99998410  =   0.99994553
 DG7994!SPC KY N     -   0.99996143  x   0.99996466  =   0.99992609
 DG7994!UTM  16      -   0.99996143  x   0.99986928  =   0.99983071
 DG7994
 DG7994                          SUPERSEDED SURVEY CONTROL
 DG7994
 DG7994.No superseded survey control is available for this station.
 DG7994
 DG7994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4787373497(NAD 83)
 DG7994_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7994_STAMPING: FBN INGRAM 2002
 DG7994_MARK LOGO: NGS   
 DG7994_PROJECTION: FLUSH
 DG7994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7994+STABILITY: SURFACE MOTION
 DG7994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7994+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7994
 DG7994  HISTORY     - Date     Condition        Report By
 DG7994  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7994
 DG7994                          STATION DESCRIPTION
 DG7994
 DG7994'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7994'LOCATED IN TRIMBLE CO., 33.5 MILES NE OF LOUISVILLE, 8.5 MILES SW OF
 DG7994'CARROLTON, 1 MILE NE  OF BEDFORD, ON THE S SIDE OF US 42 IN FRONT OF
 DG7994'THE BEDFORD BAPTIST CHURCH.     STATION IS LOCATED IN THE R/W OF
 DG7994'PROPERTY OWNED BY KYTC.     TO REACH FROM THE COURTHOUSE IN BEDFORD,
 DG7994'GO N ON US 42 FOR 1.1 MILES TO THE STATION ON  THE RIGHT, ALONG THE
 DG7994'HIGHWAY IN FRONT OF THE BEDFORD BAPTIST CHURCH.     STATION IS AN NGS
 DG7994'HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH
 DG7994'WITH GROUND, 31.0 FT SSW FROM THE CL OF US 42, 54.6 FT NE FROM POWER
 DG7994'POLE 81, 36.2 FT NW  FROM THE NW CORNER OF THE 'BEDFORD BAPTIST
 DG7994'CHURCH' SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7996 ***********************************************************************
 DG7996  FBN         -  This is a Federal Base Network Control Station.
 DG7996  DESIGNATION -  FBN JONES
 DG7996  PID         -  DG7996
 DG7996  STATE/COUNTY-  KY/ADAIR
 DG7996  USGS QUAD   -  COLUMBIA (1976)
 DG7996
 DG7996                         *CURRENT SURVEY CONTROL
 DG7996  ___________________________________________________________________
 DG7996* NAD 83(1993)-  37 05 20.30059(N)    085 18 14.61635(W)     ADJUSTED  
 DG7996* NAVD 88     -       255.0    (meters)     837.     (feet)  GPS OBS   
 DG7996  ___________________________________________________________________
 DG7996  X           -     417,053.265 (meters)                     COMP
 DG7996  Y           -  -5,077,122.710 (meters)                     COMP
 DG7996  Z           -   3,825,409.141 (meters)                     COMP
 DG7996  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 DG7996  ELLIP HEIGHT-         223.62  (meters)          (11/03/04) GPS OBS
 DG7996  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DG7996
 DG7996  HORZ ORDER  -  A
 DG7996  ELLP ORDER  -  THIRD     CLASS I
 DG7996
 DG7996.The horizontal coordinates were established by GPS observations
 DG7996.and adjusted by the National Geodetic Survey in November 2004..
 DG7996
 DG7996.The orthometric height was determined by GPS observations and a
 DG7996.high-resolution geoid model.
 DG7996
 DG7996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7996
 DG7996.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7996
 DG7996.The ellipsoidal height was determined by GPS observations
 DG7996.and is referenced to NAD 83.
 DG7996
 DG7996.The geoid height was determined by GEOID03.
 DG7996
 DG7996;                    North         East     Units Scale Factor Converg.
 DG7996;SPC KY1Z     - 1,083,959.493 1,539,647.355   MT  0.99999866   +0 16 25.6
 DG7996;SPC KY1Z     - 3,556,290.44  5,051,326.36   sFT  0.99999866   +0 16 25.6
 DG7996;SPC KY S     -   583,949.471   539,645.608   MT  0.99995451   +0 16 13.6
 DG7996;SPC KY S     - 1,915,840.89  1,770,487.30   sFT  0.99995451   +0 16 13.6
 DG7996;UTM  16      - 4,106,087.933   650,728.119   MT  0.99987987   +1 01 22.6
 DG7996
 DG7996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7996!SPC KY1Z     -   0.99996491  x   0.99999866  =   0.99996357
 DG7996!SPC KY S     -   0.99996491  x   0.99995451  =   0.99991942
 DG7996!UTM  16      -   0.99996491  x   0.99987987  =   0.99984478
 DG7996
 DG7996                          SUPERSEDED SURVEY CONTROL
 DG7996
 DG7996.No superseded survey control is available for this station.
 DG7996
 DG7996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5072806088(NAD 83)
 DG7996_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7996_STAMPING: FBN JONES 2002
 DG7996_MARK LOGO: NGS   
 DG7996_PROJECTION: FLUSH
 DG7996_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7996+STABILITY: SURFACE MOTION
 DG7996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7996+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7996
 DG7996  HISTORY     - Date     Condition        Report By
 DG7996  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7996
 DG7996                          STATION DESCRIPTION
 DG7996
 DG7996'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7996'LOCATED IN ADAIR CO., 65 MILES ENE OF BOWLING GREEN, 12.5 MILES S OF
 DG7996'CAMPBELLSVILLE, 2  MILES OF THE COURTHOUSE IN COLUMBIA, IN THE NW
 DG7996'QUADRANT OF THE INTERSECTION OF SR 55S  WITH THE CUMBERLAND PARKWAY.
 DG7996'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.     TO REACH
 DG7996'FROM THE INTERSECTION OF SR 80 (RUSSELL RD) AND SR 55S (JAMESTOWN ST)
 DG7996'IN  COLUMBIA, GO S ON SR 55S FOR 0.55 MILE TO THE CUMBERLAND PARKWAY,
 DG7996'TURN RIGHT ONTO THE  WEST BOUND RAMP (TOWARD BOWLING GREEN), TO THE
 DG7996'STATION ON THE LEFT IN THE GRASS.     STATION IS AN NGS HORIZONTAL
 DG7996'DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND,
 DG7996'60.3 FT SE OF THE RAMP EDGE OF PAVEMENT, 137.1 FT SW OF THE N END OF
 DG7996'GUARD  RAIL ALONG SR 55S, 151.5 FT SSW FROM NOSE OF TRAFFIC ISLAND AT
 DG7996'JUNCTION OF CUMBERLAND  PARKWAY WEST BOUND RAMP AND SR 55S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7998 ***********************************************************************
 DG7998  FBN         -  This is a Federal Base Network Control Station.
 DG7998  DESIGNATION -  FBN KY 04 2
 DG7998  PID         -  DG7998
 DG7998  STATE/COUNTY-  KY/HARDIN
 DG7998  USGS QUAD   -  ELIZABETHTOWN (1991)
 DG7998
 DG7998                         *CURRENT SURVEY CONTROL
 DG7998  ___________________________________________________________________
 DG7998* NAD 83(1993)-  37 40 54.94369(N)    085 51 04.17878(W)     ADJUSTED  
 DG7998* NAVD 88     -       233.2    (meters)     765.     (feet)  GPS OBS   
 DG7998  ___________________________________________________________________
 DG7998  X           -     365,662.769 (meters)                     COMP
 DG7998  Y           -  -5,041,001.063 (meters)                     COMP
 DG7998  Z           -   3,877,686.518 (meters)                     COMP
 DG7998  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 DG7998  ELLIP HEIGHT-         200.45  (meters)          (11/03/04) GPS OBS
 DG7998  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DG7998
 DG7998  HORZ ORDER  -  A
 DG7998  ELLP ORDER  -  THIRD     CLASS I
 DG7998
 DG7998.The horizontal coordinates were established by GPS observations
 DG7998.and adjusted by the National Geodetic Survey in November 2004..
 DG7998
 DG7998.The orthometric height was determined by GPS observations and a
 DG7998.high-resolution geoid model.
 DG7998
 DG7998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7998
 DG7998.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7998
 DG7998.The ellipsoidal height was determined by GPS observations
 DG7998.and is referenced to NAD 83.
 DG7998
 DG7998.The geoid height was determined by GEOID03.
 DG7998
 DG7998;                    North         East     Units Scale Factor Converg.
 DG7998;SPC KY1Z     - 1,149,675.235 1,491,077.360   MT  0.99991067   -0 03 43.6
 DG7998;SPC KY1Z     - 3,771,892.83  4,891,976.31   sFT  0.99991067   -0 03 43.6
 DG7998;SPC KY S     -   649,666.605   491,076.886   MT  0.99996377   -0 03 40.9
 DG7998;SPC KY S     - 2,131,447.85  1,611,141.42   sFT  0.99996377   -0 03 40.9
 DG7998;UTM  16      - 4,171,146.172   601,300.836   MT  0.99972640   +0 42 08.3
 DG7998
 DG7998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7998!SPC KY1Z     -   0.99996855  x   0.99991067  =   0.99987922
 DG7998!SPC KY S     -   0.99996855  x   0.99996377  =   0.99993232
 DG7998!UTM  16      -   0.99996855  x   0.99972640  =   0.99969496
 DG7998
 DG7998|---------------------------------------------------------------------|
 DG7998| PID    Reference Object                     Distance      Geod. Az  |
 DG7998|                                                           dddmmss.s |
 DG7998| GZ3119 KY 04                                18.678 METERS 35914     |
 DG7998|---------------------------------------------------------------------|
 DG7998
 DG7998                          SUPERSEDED SURVEY CONTROL
 DG7998
 DG7998.No superseded survey control is available for this station.
 DG7998
 DG7998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0130171146(NAD 83)
 DG7998_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7998_STAMPING: FBN KY 04-2 2002
 DG7998_MARK LOGO: NGS   
 DG7998_PROJECTION: FLUSH
 DG7998_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7998+STABILITY: SURFACE MOTION
 DG7998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7998+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7998
 DG7998  HISTORY     - Date     Condition        Report By
 DG7998  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7998
 DG7998                          STATION DESCRIPTION
 DG7998
 DG7998'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7998'LOCATED IN HARDIN CO., 40 MILES SOUTH-SOUTHEAST OF LOUISVILLE, 23
 DG7998'MILES WEST-SOUTHWEST  OF BARDSTOWN, IN ELIZABETHTOWN AT THE KYTC
 DG7998'DISTRICT 4 OFFICE.  PHONE 270-766-5066.     TO REACH FROM THE
 DG7998'INTERSECTION OF INTERSTATE 65 AND US HIGHWAY 31W (EXIT 91) ON THE
 DG7998'SOUTH SIDE OF ELIZABETHTOWN, GO NORTH ON HIGHWAY 31W FOR 0.4 MILE TO
 DG7998'THE FIRST  DRIVEWAY INTO KYTC DISTRICT 4 OFFICE, TURN LEFT ONTO
 DG7998'DRIVEWAY FOR 0.1 MILE AROUND OFFICE  BUILDING TO STATION IN THE GRASS
 DG7998'NORTHWEST OF REAR PARKING LOT.     STATION IS AN NGS HORIZONTAL DISK
 DG7998'SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND, 16.9
 DG7998'FT NORTHWEST OF CHAINLINK FENCE CORNER POST, 61.4 FT SOUTH-SOUTHEAST
 DG7998'OF HARN MONUMENT 'KY 04' (PID GZ3119), 119 FT WEST-NORTHWEST OF
 DG7998'NORTHWEST CORNER OF  KYTC DISTRICT OFFICE 4 BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8031 ***********************************************************************
 DG8031  FBN         -  This is a Federal Base Network Control Station.
 DG8031  DESIGNATION -  FBN LANHAM
 DG8031  PID         -  DG8031
 DG8031  STATE/COUNTY-  KY/ALLEN
 DG8031  USGS QUAD   -  ALLEN SPRINGS (1979)
 DG8031
 DG8031                         *CURRENT SURVEY CONTROL
 DG8031  ___________________________________________________________________
 DG8031* NAD 83(1993)-  36 50 12.08936(N)    086 18 35.95161(W)     ADJUSTED  
 DG8031* NAVD 88     -       204.8    (meters)     672.     (feet)  GPS OBS   
 DG8031  ___________________________________________________________________
 DG8031  X           -     328,936.876 (meters)                     COMP
 DG8031  Y           -  -5,100,423.284 (meters)                     COMP
 DG8031  Z           -   3,803,008.423 (meters)                     COMP
 DG8031  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 DG8031  ELLIP HEIGHT-         174.69  (meters)          (11/03/04) GPS OBS
 DG8031  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 DG8031
 DG8031  HORZ ORDER  -  A
 DG8031  ELLP ORDER  -  THIRD     CLASS I
 DG8031
 DG8031.The horizontal coordinates were established by GPS observations
 DG8031.and adjusted by the National Geodetic Survey in November 2004..
 DG8031
 DG8031.The orthometric height was determined by GPS observations and a
 DG8031.high-resolution geoid model.
 DG8031
 DG8031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8031
 DG8031.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8031
 DG8031.The ellipsoidal height was determined by GPS observations
 DG8031.and is referenced to NAD 83.
 DG8031
 DG8031.The geoid height was determined by GEOID03.
 DG8031
 DG8031;                    North         East     Units Scale Factor Converg.
 DG8031;SPC KY1Z     - 1,056,016.391 1,450,045.158   MT  1.00006814   -0 20 37.7
 DG8031;SPC KY1Z     - 3,464,613.78  4,757,356.49   sFT  1.00006814   -0 20 37.7
 DG8031;SPC KY S     -   556,007.499   450,049.412   MT  0.99998285   -0 20 22.6
 DG8031;SPC KY S     - 1,824,167.94  1,476,537.11   sFT  0.99998285   -0 20 22.6
 DG8031;UTM  16      - 4,076,978.398   561,526.155   MT  0.99964663   +0 24 49.3
 DG8031
 DG8031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8031!SPC KY1Z     -   0.99997259  x   1.00006814  =   1.00004072
 DG8031!SPC KY S     -   0.99997259  x   0.99998285  =   0.99995544
 DG8031!UTM  16      -   0.99997259  x   0.99964663  =   0.99961923
 DG8031
 DG8031                          SUPERSEDED SURVEY CONTROL
 DG8031
 DG8031.No superseded survey control is available for this station.
 DG8031
 DG8031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6152676978(NAD 83)
 DG8031_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8031_STAMPING: FBN LANHAM 2002
 DG8031_MARK LOGO: NGS   
 DG8031_PROJECTION: FLUSH
 DG8031_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8031+STABILITY: SURFACE MOTION
 DG8031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8031+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8031
 DG8031  HISTORY     - Date     Condition        Report By
 DG8031  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8031
 DG8031                          STATION DESCRIPTION
 DG8031
 DG8031'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8031'LOCATED IN ALLEN COUNTY, 13 MILES SOUTHEAST OF BOWLING GREEN, 9 MILES
 DG8031'NORTHWEST OF  SCOTTSVILLE, 0.5 MILE EAST-NORTHEAST OF WHERE US HIGHWAY
 DG8031'231 CROSSES THE ALLEN/WARREN  COUNTY LINE.     STATION IS LOCATED IN
 DG8031'THE R/W OF PROPERTY OWNED BY KYTC.     TO REACH FROM THE INTERSECTION
 DG8031'OF US HIGHWAY 231 AND ALLEN SPRINGS RD, ABOUT 150 FT  SOUTHEAST OF THE
 DG8031'ALLEN/WARREN COUNTY LINE, GO 0.6 MILE EAST ON ALLEN SPRINGS ROAD,
 DG8031'PASSING KAREN SIMPSON RD ON THE LEFT AND GOING THROUGH A 90 DEGREE
 DG8031'BEND TO THE LEFT,  TO STATION ON THE LEFT, BEFORE REACHING 90 DEGREE
 DG8031'BEND IN THE ROAD TO THE RIGHT.
 DG8031' 
 DG8031'NOTE - HIGHWAY 231 IS CURRENTLY UNDER CONSTRUCTION. UPON COMPLETION
 DG8031'THE DISTANCE  FROM THE INTERSECTION OF HIGHWAY 231 AND ALLEN SPRINGS
 DG8031'ROAD TO THE STATION WILL BE  ABOUT 0.45 MILES.     STATION IS AN NGS
 DG8031'HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH
 DG8031'WITH GROUND, 91 FT WEST FROM CENTERLINE OF GRAVEL DRIVE, 108 FT
 DG8031'NORTHWEST FROM MAIL  BOXES 708 AND 712, 14 FT NORTH FROM CENTERLINE OF
 DG8031'ALLEN SPRINGS ROAD, AND 4 FT SOUTH  FROM BARB WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8032 ***********************************************************************
 DG8032  FBN         -  This is a Federal Base Network Control Station.
 DG8032  DESIGNATION -  FBN LAWSON
 DG8032  PID         -  DG8032
 DG8032  STATE/COUNTY-  KY/MARSHALL
 DG8032  USGS QUAD   -  HARDIN (1986)
 DG8032
 DG8032                         *CURRENT SURVEY CONTROL
 DG8032  ___________________________________________________________________
 DG8032* NAD 83(1993)-  36 52 06.90093(N)    088 21 59.34884(W)     ADJUSTED  
 DG8032* NAVD 88     -       120.9    (meters)     397.     (feet)  GPS OBS   
 DG8032  ___________________________________________________________________
 DG8032  X           -     145,634.056 (meters)                     COMP
 DG8032  Y           -  -5,106,754.360 (meters)                     COMP
 DG8032  Z           -   3,805,791.080 (meters)                     COMP
 DG8032  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 DG8032  ELLIP HEIGHT-          92.29  (meters)          (11/03/04) GPS OBS
 DG8032  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DG8032
 DG8032  HORZ ORDER  -  A
 DG8032  ELLP ORDER  -  THIRD     CLASS I
 DG8032
 DG8032.The horizontal coordinates were established by GPS observations
 DG8032.and adjusted by the National Geodetic Survey in November 2004..
 DG8032
 DG8032.The orthometric height was determined by GPS observations and a
 DG8032.high-resolution geoid model.
 DG8032
 DG8032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8032
 DG8032.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8032
 DG8032.The ellipsoidal height was determined by GPS observations
 DG8032.and is referenced to NAD 83.
 DG8032
 DG8032.The geoid height was determined by GEOID03.
 DG8032
 DG8032;                    North         East     Units Scale Factor Converg.
 DG8032;SPC KY1Z     - 1,062,676.457 1,266,718.989   MT  1.00005830   -1 36 23.1
 DG8032;SPC KY1Z     - 3,486,464.34  4,155,893.88   sFT  1.00005830   -1 36 23.1
 DG8032;SPC KY S     -   562,628.919   266,736.932   MT  0.99997820   -1 35 12.5
 DG8032;SPC KY S     - 1,845,891.71    875,119.42   sFT  0.99997820   -1 35 12.5
 DG8032;UTM  16      - 4,081,165.595   378,203.279   MT  0.99978275   -0 49 11.9
 DG8032
 DG8032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8032!SPC KY1Z     -   0.99998552  x   1.00005830  =   1.00004382
 DG8032!SPC KY S     -   0.99998552  x   0.99997820  =   0.99996372
 DG8032!UTM  16      -   0.99998552  x   0.99978275  =   0.99976827
 DG8032
 DG8032                          SUPERSEDED SURVEY CONTROL
 DG8032
 DG8032.No superseded survey control is available for this station.
 DG8032
 DG8032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF7820381166(NAD 83)
 DG8032_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8032_STAMPING: FBN LAWSON 2002
 DG8032_MARK LOGO: NGS   
 DG8032_PROJECTION: FLUSH
 DG8032_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8032+STABILITY: SURFACE MOTION
 DG8032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8032+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8032
 DG8032  HISTORY     - Date     Condition        Report By
 DG8032  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8032
 DG8032                          STATION DESCRIPTION
 DG8032
 DG8032'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8032'LOCATED IN MARSHALL COUNTY, 20 MILES SOUTHEAST PADUCAH, 18 MILES NORTH
 DG8032'MURRAY, 1.2  MILES NORTHWEST OF BENTON, AT THE RED CROSS DISASTER
 DG8032'SERVICES BUILDING IN THE  SOUTHWEST LOOP OF CLOVER LEAF INTERCHANGE OF
 DG8032'PURCHASE PARKWAY (EXIT 43) AND KY 348.       STATION IS LOCATED IN THE
 DG8032'R/W OF PROPERTY OWNED BY KYTC.     TO REACH FROM THE JUNCTION OF US
 DG8032'HIGHWAY 641 (MAIN ST) AND KY 348 (5TH ST) IN BENTON, GO
 DG8032'WEST-NORTHWEST FOR 0.85 MILE ON KY 348 TO A BRIDGE OVER THE PURCHASE
 DG8032'PARKWAY,  CONTINUE ON KY 348 0.05 MILE TO RED CROSS ACCESS ROAD ON
 DG8032'LEFT, TURN LEFT AND GO  SOUTH-SOUTHEAST 0.05 MILE TO STATION OF LEFT.
 DG8032'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG8032'CONCRETE POST FLUSH  WITH GROUND, 12.6 M NORTHEAST OF CENTERLINE OF
 DG8032'RED CROSS ACCESS RD, 51.5 M WEST  OF  SOUTHWEST CORNER OF BRICK RED
 DG8032'CROSS BUILDING, 48.9 M WEST-NORTHWEST OF SOUTHWEST  CORNER OF RECESSED
 DG8032'OPEN CONCRETE SYSTERN, 29.6 M NORTH OF NORTHEAST CORNER OF  CONCRETE
 DG8032'HEADWALL FOR 12 IN CONCRETE CULVERT UNDER OFF-RAMP, 27.8 M NORTHEAST
 DG8032'OF  THIRD LIGHT POLE ALONG RAMP FROM KY 348 BRIDGE, 14.7 M
 DG8032'SOUTH-SOUTHWEST OF SET RAILROAD  SPIKE IN WEST FACE OF 12 IN PINE
 DG8032'TREE, AND 13 M NORTHWEST OF 12 IN METAL PIPE UNDER RED  CROSS ACCESS
 DG8032'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7999 ***********************************************************************
 DG7999  FBN         -  This is a Federal Base Network Control Station.
 DG7999  DESIGNATION -  FBN LEWIS
 DG7999  PID         -  DG7999
 DG7999  STATE/COUNTY-  KY/ESTILL
 DG7999  USGS QUAD   -  IRVINE (1978)
 DG7999
 DG7999                         *CURRENT SURVEY CONTROL
 DG7999  ___________________________________________________________________
 DG7999* NAD 83(1993)-  37 42 45.17100(N)    083 59 33.46836(W)     ADJUSTED  
 DG7999* NAVD 88     -       206.5    (meters)     677.     (feet)  GPS OBS   
 DG7999  ___________________________________________________________________
 DG7999  X           -     528,739.456 (meters)                     COMP
 DG7999  Y           -  -5,024,402.892 (meters)                     COMP
 DG7999  Z           -   3,880,359.631 (meters)                     COMP
 DG7999  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DG7999  ELLIP HEIGHT-         174.36  (meters)          (11/03/04) GPS OBS
 DG7999  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DG7999
 DG7999  HORZ ORDER  -  A
 DG7999  ELLP ORDER  -  THIRD     CLASS I
 DG7999
 DG7999.The horizontal coordinates were established by GPS observations
 DG7999.and adjusted by the National Geodetic Survey in November 2004..
 DG7999
 DG7999.The orthometric height was determined by GPS observations and a
 DG7999.high-resolution geoid model.
 DG7999
 DG7999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7999
 DG7999.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7999
 DG7999.The ellipsoidal height was determined by GPS observations
 DG7999.and is referenced to NAD 83.
 DG7999
 DG7999.The geoid height was determined by GEOID03.
 DG7999
 DG7999;                    North         East     Units Scale Factor Converg.
 DG7999;SPC KY1Z     - 1,154,527.310 1,654,931.416   MT  0.99990901   +1 04 44.2
 DG7999;SPC KY1Z     - 3,787,811.68  5,429,554.15   sFT  0.99990901   +1 04 44.2
 DG7999;SPC KY S     -   654,501.197   654,940.648   MT  0.99996715   +1 03 56.8
 DG7999;SPC KY S     - 2,147,309.34  2,148,751.11   sFT  0.99996715   +1 03 56.8
 DG7999;UTM  17      - 4,178,138.675   236,202.344   MT  1.00045723   -1 49 53.9
 DG7999;UTM  16      - 4,178,180.338   765,097.258   MT  1.00046570   +1 50 26.4
 DG7999
 DG7999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7999!SPC KY1Z     -   0.99997264  x   0.99990901  =   0.99988165
 DG7999!SPC KY S     -   0.99997264  x   0.99996715  =   0.99993979
 DG7999!UTM  17      -   0.99997264  x   1.00045723  =   1.00042986
 DG7999!UTM  16      -   0.99997264  x   1.00046570  =   1.00043833
 DG7999
 DG7999                          SUPERSEDED SURVEY CONTROL
 DG7999
 DG7999.No superseded survey control is available for this station.
 DG7999
 DG7999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB3620278139(NAD 83)
 DG7999_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7999_STAMPING: FBN LEWIS 2002
 DG7999_MARK LOGO: NGS   
 DG7999_PROJECTION: FLUSH
 DG7999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7999+STABILITY: SURFACE MOTION
 DG7999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7999+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7999
 DG7999  HISTORY     - Date     Condition        Report By
 DG7999  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7999
 DG7999                          STATION DESCRIPTION
 DG7999
 DG7999'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7999'LOCATED IN ESTILL CO., 17.3 MILES E OF RICHMOND, 12 MILES SW OF
 DG7999'STANTON, AND 1.8 MILES NW  OF IRVINE.     STATION IS LOCATED IN THE
 DG7999'R/W OF PROPERTY OWNED BY KYTC.     TO REACH FROM THE INTERSECTION OF
 DG7999'KY 52 AND KY 499 (JOSEPH PROCTOR BY-PASS) IN WEST  IRVINE, GO NE ON KY
 DG7999'499 FOR 0.7 MILE, CROSSING BRIDGE OVER KENTUCKY RIVER, TO STATION ON
 DG7999'THE RIGHT.      STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN
 DG7999'DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND, 304 FT ENE FROM NE
 DG7999'CORNER OF BRIDGE, 41 FT SE FROM KY 499 EDGE OF PAVEMENT,  118 FT SW
 DG7999'FROM CL OF PAVED PULL-OFF, AND 7.5 FT NW FROM R/W MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8002 ***********************************************************************
 DG8002  FBN         -  This is a Federal Base Network Control Station.
 DG8002  DESIGNATION -  FBN MACKAY
 DG8002  PID         -  DG8002
 DG8002  STATE/COUNTY-  KY/WOODFORD
 DG8002  USGS QUAD   -  VERSAILLES (1984)
 DG8002
 DG8002                         *CURRENT SURVEY CONTROL
 DG8002  ___________________________________________________________________
 DG8002* NAD 83(1993)-  38 01 23.84399(N)    084 43 22.57063(W)     ADJUSTED  
 DG8002* NAVD 88     -       279.9    (meters)     918.     (feet)  GPS OBS   
 DG8002  ___________________________________________________________________
 DG8002  X           -     462,713.922 (meters)                     COMP
 DG8002  Y           -  -5,009,707.998 (meters)                     COMP
 DG8002  Z           -   3,907,632.587 (meters)                     COMP
 DG8002  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 DG8002  ELLIP HEIGHT-         246.51  (meters)          (11/03/04) GPS OBS
 DG8002  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DG8002
 DG8002  HORZ ORDER  -  A
 DG8002  ELLP ORDER  -  THIRD     CLASS I
 DG8002
 DG8002.The horizontal coordinates were established by GPS observations
 DG8002.and adjusted by the National Geodetic Survey in November 2004..
 DG8002
 DG8002.The orthometric height was determined by GPS observations and a
 DG8002.high-resolution geoid model.
 DG8002
 DG8002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8002
 DG8002.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8002
 DG8002.The ellipsoidal height was determined by GPS observations
 DG8002.and is referenced to NAD 83.
 DG8002
 DG8002.The geoid height was determined by GEOID03.
 DG8002
 DG8002;                    North         East     Units Scale Factor Converg.
 DG8002;SPC KY1Z     - 1,188,051.994 1,590,170.899   MT  0.99990821   +0 37 50.1
 DG8002;SPC KY1Z     - 3,897,800.58  5,217,085.69   sFT  0.99990821   +0 37 50.1
 DG8002;SPC KY N     -    58,189.969   458,474.501   MT  0.99999191   -0 17 39.1
 DG8002;SPC KY N     -   190,911.59  1,504,178.43   sFT  0.99999191   -0 17 39.1
 DG8002;UTM  16      - 4,210,846.282   699,869.680   MT  1.00009203   +1 24 11.1
 DG8002
 DG8002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8002!SPC KY1Z     -   0.99996132  x   0.99990821  =   0.99986953
 DG8002!SPC KY N     -   0.99996132  x   0.99999191  =   0.99995323
 DG8002!UTM  16      -   0.99996132  x   1.00009203  =   1.00005335
 DG8002
 DG8002                          SUPERSEDED SURVEY CONTROL
 DG8002
 DG8002.No superseded survey control is available for this station.
 DG8002
 DG8002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH9987010846(NAD 83)
 DG8002_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8002_STAMPING: FBN MACKAY 2002
 DG8002_MARK LOGO: NGS   
 DG8002_PROJECTION: FLUSH
 DG8002_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8002+STABILITY: SURFACE MOTION
 DG8002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8002+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8002
 DG8002  HISTORY     - Date     Condition        Report By
 DG8002  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8002
 DG8002                          STATION DESCRIPTION
 DG8002
 DG8002'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8002'LOCATED IN WOODFORD CO., ABOUT 12.5 MILES WEST-SOUTHWEST OF LEXINGTON,
 DG8002'14 MILES  SOUTHWEST OF FRANKFORT, AND 2 MILES SOUTH OF VERSAILLES, AT
 DG8002'EXIT 68 OF THE BLUEGRASS  PARKWAY.     STATION IS LOCATED IN THE R/W
 DG8002'OF PROPERTY OWNED BY KYTC.     TO REACH FROM THE INTERSECTION OF THE
 DG8002'BLUEGRASS PARKWAY AND KY 33, GO SOUTH ON KY 33  FOR .05 MILE TO THE
 DG8002'STATION ON THE LEFT, LOCATED IN THE R/W ON THE EAST SIDE OF KY 33 AND
 DG8002'SOUTH OF THE EAST BOUND ENTRANCE TO THE BLUEGRASS PARKWAY.     STATION
 DG8002'IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST
 DG8002'FLUSH  WITH GROUND, 13.3 M NORTH OF A GTE UTILITY POLE, 9.0 M EAST OF
 DG8002'THE EDGE OF PAVEMENT OF KY  33, AND, 1.9 M WEST OF A NOAA CARSONITE
 DG8002'WITNESS POST SET IN A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8003 ***********************************************************************
 DG8003  FBN         -  This is a Federal Base Network Control Station.
 DG8003  DESIGNATION -  FBN MARTIN
 DG8003  PID         -  DG8003
 DG8003  STATE/COUNTY-  KY/LETCHER
 DG8003  USGS QUAD   -  WHITESBURG (1978)
 DG8003
 DG8003                         *CURRENT SURVEY CONTROL
 DG8003  ___________________________________________________________________
 DG8003* NAD 83(1993)-  37 06 37.98834(N)    082 48 10.47819(W)     ADJUSTED  
 DG8003* NAVD 88     -       363.4    (meters)    1192.     (feet)  GPS OBS   
 DG8003  ___________________________________________________________________
 DG8003  X           -     638,048.568 (meters)                     COMP
 DG8003  Y           -  -5,052,738.704 (meters)                     COMP
 DG8003  Z           -   3,827,384.957 (meters)                     COMP
 DG8003  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 DG8003  ELLIP HEIGHT-         332.32  (meters)          (11/03/04) GPS OBS
 DG8003  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DG8003
 DG8003  HORZ ORDER  -  A
 DG8003  ELLP ORDER  -  THIRD     CLASS I
 DG8003
 DG8003.The horizontal coordinates were established by GPS observations
 DG8003.and adjusted by the National Geodetic Survey in November 2004..
 DG8003
 DG8003.The orthometric height was determined by GPS observations and a
 DG8003.high-resolution geoid model.
 DG8003
 DG8003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8003
 DG8003.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8003
 DG8003.The ellipsoidal height was determined by GPS observations
 DG8003.and is referenced to NAD 83.
 DG8003
 DG8003.The geoid height was determined by GEOID03.
 DG8003
 DG8003;                    North         East     Units Scale Factor Converg.
 DG8003;SPC KY1Z     - 1,090,395.420 1,761,899.866   MT  0.99999360   +1 48 33.8
 DG8003;SPC KY1Z     - 3,577,405.64  5,780,499.81   sFT  0.99999360   +1 48 33.8
 DG8003;SPC KY S     -   590,335.789   761,890.284   MT  0.99995298   +1 47 14.3
 DG8003;SPC KY S     - 1,936,793.33  2,499,635.04   sFT  0.99995298   +1 47 14.3
 DG8003;UTM  17      - 4,108,657.358   339,809.390   MT  0.99991612   -1 05 16.9
 DG8003
 DG8003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8003!SPC KY1Z     -   0.99994785  x   0.99999360  =   0.99994145
 DG8003!SPC KY S     -   0.99994785  x   0.99995298  =   0.99990083
 DG8003!UTM  17      -   0.99994785  x   0.99991612  =   0.99986398
 DG8003
 DG8003                          SUPERSEDED SURVEY CONTROL
 DG8003
 DG8003.No superseded survey control is available for this station.
 DG8003
 DG8003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB3980908657(NAD 83)
 DG8003_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8003_STAMPING: FBN MARTIN 2002
 DG8003_MARK LOGO: NGS   
 DG8003_PROJECTION: FLUSH
 DG8003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8003+STABILITY: SURFACE MOTION
 DG8003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8003+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8003
 DG8003  HISTORY     - Date     Condition        Report By
 DG8003  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8003
 DG8003                          STATION DESCRIPTION
 DG8003
 DG8003'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8003'LOCATED IN LETCHER CO., IN WHITESBURG, 29.6 MILES SW OF PIKEVILLE,
 DG8003'23.4 MILES SE OF  HAZARD, 33.8 MILES NE OF HARLAN, AT THE INTERSECTION
 DG8003'OF US 119 AND SR 15 S.     STATION IS LOCATED IN THE R/W OF PROPERTY
 DG8003'OWNED BY KYTC.     TO REACH FROM THE INTERSECTION OF US 23 AND  US 119
 DG8003'AT PAYNE GAP IN JENKINS, GO WSW ON  US 119 FOR 10.8 MILES TO
 DG8003'INTERSECTION OF US 119 AND SR 15, TURN LEFT ON US 119 AND GO 0.4  MILE
 DG8003'TO ASPHALT DRIVE TO PINE MOUNTAIN GRILLE AND STATION ON LEFT.
 DG8003'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG8003'CONCRETE POST FLUSH  WITH GROUND, 50.9 M S FROM INTERSECTION OF US 119
 DG8003'AND SR 15, 15.6 M SSW OF SW CORNER OF  BRICKWALL OF PINE MOUNTAIN
 DG8003'GRILL SIGN, 4.5 M SSE US 119 EDGE OF PAVEMENT, 6.5 M NNW OF  STOP SIGN
 DG8003'POST, 8 M SSE N15/N119 SIGN POST, 1.2 M NE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8000 ***********************************************************************
 DG8000  FBN         -  This is a Federal Base Network Control Station.
 DG8000  DESIGNATION -  FBN MCCLEARN
 DG8000  PID         -  DG8000
 DG8000  STATE/COUNTY-  KY/OHIO
 DG8000  USGS QUAD   -  DUNDEE (1953)
 DG8000
 DG8000                         *CURRENT SURVEY CONTROL
 DG8000  ___________________________________________________________________
 DG8000* NAD 83(1993)-  37 35 37.38975(N)    086 45 06.22960(W)     ADJUSTED  
 DG8000* NAVD 88     -       137.2    (meters)     450.     (feet)  GPS OBS   
 DG8000  ___________________________________________________________________
 DG8000  X           -     286,721.426 (meters)                     COMP
 DG8000  Y           -  -5,052,020.230 (meters)                     COMP
 DG8000  Z           -   3,869,875.918 (meters)                     COMP
 DG8000  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 DG8000  ELLIP HEIGHT-         106.16  (meters)          (11/03/04) GPS OBS
 DG8000  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DG8000
 DG8000  HORZ ORDER  -  A
 DG8000  ELLP ORDER  -  THIRD     CLASS I
 DG8000
 DG8000.The horizontal coordinates were established by GPS observations
 DG8000.and adjusted by the National Geodetic Survey in November 2004..
 DG8000
 DG8000.The orthometric height was determined by GPS observations and a
 DG8000.high-resolution geoid model.
 DG8000
 DG8000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8000
 DG8000.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8000
 DG8000.The ellipsoidal height was determined by GPS observations
 DG8000.and is referenced to NAD 83.
 DG8000
 DG8000.The geoid height was determined by GEOID03.
 DG8000
 DG8000;                    North         East     Units Scale Factor Converg.
 DG8000;SPC KY1Z     - 1,140,355.681 1,411,541.404   MT  0.99991705   -0 36 54.1
 DG8000;SPC KY1Z     - 3,741,316.93  4,631,032.09   sFT  0.99991705   -0 36 54.1
 DG8000;SPC KY S     -   640,340.882   411,537.950   MT  0.99995563   -0 36 27.0
 DG8000;SPC KY S     - 2,100,851.71  1,350,187.42   sFT  0.99995563   -0 36 27.0
 DG8000;UTM  16      - 4,160,767.868   521,917.126   MT  0.99960592   +0 09 05.3
 DG8000
 DG8000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8000!SPC KY1Z     -   0.99998334  x   0.99991705  =   0.99990039
 DG8000!SPC KY S     -   0.99998334  x   0.99995563  =   0.99993897
 DG8000!UTM  16      -   0.99998334  x   0.99960592  =   0.99958927
 DG8000
 DG8000                          SUPERSEDED SURVEY CONTROL
 DG8000
 DG8000.No superseded survey control is available for this station.
 DG8000
 DG8000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2191760768(NAD 83)
 DG8000_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8000_STAMPING: FBN MCCLEARN 2002
 DG8000_MARK LOGO: NGS   
 DG8000_PROJECTION: FLUSH
 DG8000_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8000+STABILITY: SURFACE MOTION
 DG8000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8000+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8000
 DG8000  HISTORY     - Date     Condition        Report By
 DG8000  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8000
 DG8000                          STATION DESCRIPTION
 DG8000
 DG8000'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8000'LOCATED 3.6 MI. SOUTHWEST OF FORDSVILLE AND 14 MI. NORTHEAST OF
 DG8000'HARTFORD IN THE MIDDLE  OF THE GRASSY AREA CREATED BY THE 'Y'
 DG8000'INTERSECTION OF STATE ROUTE 69 AND BENTON SLACK  ROAD (A.K.A. OLD
 DG8000'DUNDEE-FORDSVILLE ROAD).     STATION IS LOCATED IN THE R/W OF PROPERTY
 DG8000'OWNED BY KYTC.     TO REACH THE STATION FROM THE INTERCHANGE OF THE
 DG8000'WILLIAM H. NATCHER PARKWAY AND  STATE ROUTE 69 (TOLL PLAZA, EXIT 48),
 DG8000'GO NORTH ON STATE ROUTE 69 FOR 13.0 MI. TO THE  JUNCTION OF STATE
 DG8000'ROUTE 69 AND DENTON SLACK ROAD.  LOCATED IN THE GRASSY AREA CREATED
 DG8000'BY THE 'Y' INTERSECTION 0.76 MI. NORTHEAST OF BRIDGE OVER ADAMS CREEK.
 DG8000'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG8000'CONCRETE POST FLUSH  WITH GROUND, 34 FT. NORTHEAST OF A PIPE INLET IN
 DG8000'THE SOUTHWESTERN CORNER OF THE  GRASSY AREA, AND 54 FT. SOUTHEAST OF A
 DG8000'UTILITY POLE ON THE NORTHERN EDGE OF DENTON  SLACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8004 ***********************************************************************
 DG8004  FBN         -  This is a Federal Base Network Control Station.
 DG8004  DESIGNATION -  FBN MERRYMAN
 DG8004  PID         -  DG8004
 DG8004  STATE/COUNTY-  KY/HENDERSON
 DG8004  USGS QUAD   -  SPOTTSVILLE (1971)
 DG8004
 DG8004                         *CURRENT SURVEY CONTROL
 DG8004  ___________________________________________________________________
 DG8004* NAD 83(1993)-  37 45 06.07195(N)    087 23 43.46294(W)     ADJUSTED  
 DG8004* NAVD 88     -       144.5    (meters)     474.     (feet)  GPS OBS   
 DG8004  ___________________________________________________________________
 DG8004  X           -     229,462.134 (meters)                     COMP
 DG8004  Y           -  -5,044,224.257 (meters)                     COMP
 DG8004  Z           -   3,883,758.363 (meters)                     COMP
 DG8004  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 DG8004  ELLIP HEIGHT-         113.87  (meters)          (11/03/04) GPS OBS
 DG8004  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DG8004
 DG8004  HORZ ORDER  -  A
 DG8004  ELLP ORDER  -  THIRD     CLASS I
 DG8004
 DG8004.The horizontal coordinates were established by GPS observations
 DG8004.and adjusted by the National Geodetic Survey in November 2004..
 DG8004
 DG8004.The orthometric height was determined by GPS observations and a
 DG8004.high-resolution geoid model.
 DG8004
 DG8004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8004
 DG8004.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8004
 DG8004.The ellipsoidal height was determined by GPS observations
 DG8004.and is referenced to NAD 83.
 DG8004
 DG8004.The geoid height was determined by GEOID03.
 DG8004
 DG8004;                    North         East     Units Scale Factor Converg.
 DG8004;SPC KY1Z     - 1,158,690.386 1,355,014.920   MT  0.99990730   -1 00 36.8
 DG8004;SPC KY1Z     - 3,801,470.04  4,445,578.12   sFT  0.99990730   -1 00 36.8
 DG8004;SPC KY S     -   658,666.743   355,005.372   MT  0.99997189   -0 59 52.4
 DG8004;SPC KY S     - 2,160,975.81  1,164,713.46   sFT  0.99997189   -0 59 52.4
 DG8004;UTM  16      - 4,178,338.308   465,167.577   MT  0.99961494   -0 14 31.5
 DG8004
 DG8004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8004!SPC KY1Z     -   0.99998213  x   0.99990730  =   0.99988943
 DG8004!SPC KY S     -   0.99998213  x   0.99997189  =   0.99995402
 DG8004!UTM  16      -   0.99998213  x   0.99961494  =   0.99959708
 DG8004
 DG8004                          SUPERSEDED SURVEY CONTROL
 DG8004
 DG8004.No superseded survey control is available for this station.
 DG8004
 DG8004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG6516878338(NAD 83)
 DG8004_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8004_STAMPING: FBN MERRYMAN 2002
 DG8004_MARK LOGO: NGS   
 DG8004_PROJECTION: FLUSH
 DG8004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8004+STABILITY: SURFACE MOTION
 DG8004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8004+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8004
 DG8004  HISTORY     - Date     Condition        Report By
 DG8004  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8004
 DG8004                          STATION DESCRIPTION
 DG8004
 DG8004'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8004'LOCATED IN HENDERSON CO., 11.4 MILES ESE OF HENDERSON, 15.5 MILES W OF
 DG8004'OWENSBORO, 2.2  MILES SSW OF HEBBARDSVILLE, IN GRASSY AREA BETWEEN
 DG8004'EASTBOUND AUDUBON  PARKWAY RAMP  TO SR 416 ANSD SERVICE ROAD AT
 DG8004'HEBBARDSVILLE TOLL PLAZA.     STATION IS LOCATED IN THE R/W OF
 DG8004'PROPERTY OWNED BY KYTC.     TO REACH FROM THE INTERSECTION OF THE
 DG8004'PENNYRILE PARKWAY AND THE AUDUBON PARKWAY  (ABOUT 2 MILES S OF
 DG8004'HENDERSON), GO E ON THE AUDUBON PARKWAY FOR 10.0 MILES TO
 DG8004'INTERSECTION WITH SR 416 (EXIT 10), TAKE EXIT TO TOLL BOOTH AT THE SR
 DG8004'416 OVERPASS, FROM  THE TOLL BOTH GO E THEN SE ON THE EASTBOUND
 DG8004'AUDUBON PARKWAY RAMP TO SR 416 FOR 0.1  MILE TO THE STATION ON THE
 DG8004'RIGHT BETWEEN THE RAMP AND A SERVICE ROAD.     STATION IS AN NGS
 DG8004'HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH
 DG8004'WITH GROUND, 45.4 FT SW FROM A LIGHT POLE, 166.4 FT SSE FROM THE NE
 DG8004'CORNER OF 1-STORY  BRICK BUILDING, 140.7 FT SE FROM SE CORNER OF
 DG8004'BUILDING, 87.3 FT ESE FROM THE NE CORNER OF  CONCRETE SIDEWALK, AND
 DG8004'120.6 FT N FROM NW CORNER OF CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8001 ***********************************************************************
 DG8001  FBN         -  This is a Federal Base Network Control Station.
 DG8001  DESIGNATION -  FBN MESSER
 DG8001  PID         -  DG8001
 DG8001  STATE/COUNTY-  KY/BOYD
 DG8001  USGS QUAD   -  RUSH (1979)
 DG8001
 DG8001                         *CURRENT SURVEY CONTROL
 DG8001  ___________________________________________________________________
 DG8001* NAD 83(1993)-  38 22 02.89005(N)    082 46 15.78043(W)     ADJUSTED  
 DG8001* NAVD 88     -       187.8    (meters)     616.     (feet)  GPS OBS   
 DG8001  ___________________________________________________________________
 DG8001  X           -     630,095.613 (meters)                     COMP
 DG8001  Y           -  -4,967,533.694 (meters)                     COMP
 DG8001  Z           -   3,937,601.746 (meters)                     COMP
 DG8001  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 DG8001  ELLIP HEIGHT-         155.12  (meters)          (11/03/04) GPS OBS
 DG8001  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DG8001
 DG8001  HORZ ORDER  -  A
 DG8001  ELLP ORDER  -  THIRD     CLASS I
 DG8001
 DG8001.The horizontal coordinates were established by GPS observations
 DG8001.and adjusted by the National Geodetic Survey in November 2004..
 DG8001
 DG8001.The orthometric height was determined by GPS observations and a
 DG8001.high-resolution geoid model.
 DG8001
 DG8001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8001
 DG8001.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8001
 DG8001.The ellipsoidal height was determined by GPS observations
 DG8001.and is referenced to NAD 83.
 DG8001
 DG8001.The geoid height was determined by GEOID03.
 DG8001
 DG8001;                    North         East     Units Scale Factor Converg.
 DG8001;SPC KY1Z     - 1,229,911.358 1,760,278.086   MT  0.99994159   +1 49 44.2
 DG8001;SPC KY1Z     - 4,035,134.18  5,775,179.02   sFT  0.99994159   +1 49 44.2
 DG8001;SPC KY N     -    97,323.999   629,238.680   MT  0.99996359   +0 55 12.0
 DG8001;SPC KY N     -   319,303.82  2,064,427.24   sFT  0.99996359   +0 55 12.0
 DG8001;UTM  17      - 4,248,072.319   345,279.924   MT  0.99989481   -1 05 58.2
 DG8001
 DG8001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8001!SPC KY1Z     -   0.99997566  x   0.99994159  =   0.99991725
 DG8001!SPC KY N     -   0.99997566  x   0.99996359  =   0.99993925
 DG8001!UTM  17      -   0.99997566  x   0.99989481  =   0.99987047
 DG8001
 DG8001                          SUPERSEDED SURVEY CONTROL
 DG8001
 DG8001.No superseded survey control is available for this station.
 DG8001
 DG8001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC4528048072(NAD 83)
 DG8001_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8001_STAMPING: FBN MESSER 2002
 DG8001_MARK LOGO: NGS   
 DG8001_PROJECTION: FLUSH
 DG8001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8001+STABILITY: SURFACE MOTION
 DG8001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8001+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8001
 DG8001  HISTORY     - Date     Condition        Report By
 DG8001  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8001
 DG8001                          STATION DESCRIPTION
 DG8001
 DG8001'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8001'LOCATED IN BOYD CO., 9.8 MILES E OF GRAYSON, 8 MILES W OF ASHLAND AT
 DG8001'THE I-64 AND US 60  INTECHANGE IN THE GRASS MEDIAN OF THE WEST BOUND
 DG8001'I-64 RAMPS (EXIT 181).     STATION IS LOCATED IN THE R/W OF PROPERTY
 DG8001'OWNED BY KYTC.     TO REACH FROM THE INTERSECTION OF I-64 AND US
 DG8001'60,TAKE THE I-64 EAST BOUND OFF RAMP TO US  60 AND THEN TURN LEFT
 DG8001'(EAST) ON US 60, GO 0.25 MILE E ON US 60 TO STATION ON THE LEFT, IN
 DG8001'GRASSY AREA BETWEEN TWO I-64 WEST BOUND RAMPS.     STATION IS AN NGS
 DG8001'HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH
 DG8001'WITH GROUND, 46 FT N FROM 1ST LIGHT POLE ON THE EAST US 60 TO
 DG8001'WESTBOUND I-64 ON RAMP, 133  FT SE FROM THE 2ND LIGHT POLE ON THE EAST
 DG8001'US 60 TO WESTBOUND I-64 ON RAMP, 99 FT SW FROM  CENTER OF CATCH BASIN,
 DG8001'51.5 FT NW FROM WESTBOUND LANE OF US 60 EDGE OF PAVEMENT, 66.3 FT  SE
 DG8001'FROM SHOULDER OF I-64 WESTBOUND ON RAMP, AND 2 FT S OF ORANGE WITNESS
 DG8001'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8005 ***********************************************************************
 DG8005  FBN         -  This is a Federal Base Network Control Station.
 DG8005  DESIGNATION -  FBN MYERS
 DG8005  PID         -  DG8005
 DG8005  STATE/COUNTY-  KY/JESSAMINE
 DG8005  USGS QUAD   -  NICHOLASVILLE (1993)
 DG8005
 DG8005                         *CURRENT SURVEY CONTROL
 DG8005  ___________________________________________________________________
 DG8005* NAD 83(1993)-  37 53 33.61966(N)    084 35 19.78336(W)     ADJUSTED  
 DG8005* NAVD 88     -       284.6    (meters)     934.     (feet)  GPS OBS   
 DG8005  ___________________________________________________________________
 DG8005  X           -     475,279.814 (meters)                     COMP
 DG8005  Y           -  -5,017,493.355 (meters)                     COMP
 DG8005  Z           -   3,896,204.153 (meters)                     COMP
 DG8005  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 DG8005  ELLIP HEIGHT-         251.63  (meters)          (11/03/04) GPS OBS
 DG8005  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DG8005
 DG8005  HORZ ORDER  -  A
 DG8005  ELLP ORDER  -  THIRD     CLASS I
 DG8005
 DG8005.The horizontal coordinates were established by GPS observations
 DG8005.and adjusted by the National Geodetic Survey in November 2004..
 DG8005
 DG8005.The orthometric height was determined by GPS observations and a
 DG8005.high-resolution geoid model.
 DG8005
 DG8005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8005
 DG8005.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8005
 DG8005.The ellipsoidal height was determined by GPS observations
 DG8005.and is referenced to NAD 83.
 DG8005
 DG8005.The geoid height was determined by GEOID03.
 DG8005
 DG8005;                    North         East     Units Scale Factor Converg.
 DG8005;SPC KY1Z     - 1,173,694.496 1,602,124.653   MT  0.99990498   +0 42 46.5
 DG8005;SPC KY1Z     - 3,850,696.03  5,256,303.97   sFT  0.99990498   +0 42 46.5
 DG8005;SPC KY N     -    43,640.136   470,196.229   MT  1.00001202   -0 12 38.8
 DG8005;SPC KY N     -   143,176.01  1,542,635.46   sFT  1.00001202   -0 12 38.8
 DG8005;UTM  16      - 4,196,647.772   712,018.069   MT  1.00015368   +1 28 53.2
 DG8005
 DG8005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8005!SPC KY1Z     -   0.99996052  x   0.99990498  =   0.99986550
 DG8005!SPC KY N     -   0.99996052  x   1.00001202  =   0.99997254
 DG8005!UTM  16      -   0.99996052  x   1.00015368  =   1.00011419
 DG8005
 DG8005                          SUPERSEDED SURVEY CONTROL
 DG8005
 DG8005.No superseded survey control is available for this station.
 DG8005
 DG8005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1201896648(NAD 83)
 DG8005_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8005_STAMPING: FBN MYERS 2002
 DG8005_MARK LOGO: NGS   
 DG8005_PROJECTION: FLUSH
 DG8005_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8005+STABILITY: SURFACE MOTION
 DG8005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8005+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2004
 DG8005
 DG8005  HISTORY     - Date     Condition        Report By
 DG8005  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8005  HISTORY     - 20041203 GOOD             WOOLPT
 DG8005
 DG8005                          STATION DESCRIPTION
 DG8005
 DG8005'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8005'LOCATED IN JESSAMINE CO., 12 MILES SSE OF LEXINGTON, 1.2 MILES NW OF
 DG8005'NICHOLASVILLE,  ADJACENT TO THE US 27 NICHOLASVILLE BYPASS.
 DG8005'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.     TO REACH
 DG8005'FROM THE INTERSECTION OF US 27 NICHOLASVILLE BYPASS AND KY 29, GO
 DG8005'NORTHEAST  ON US 27 FOR 0.45 MILE TO TRAFFIC LIGHT AT ETTER DRIVE,
 DG8005'TURN RIGHT ONTO ETTER DRIVE AND A  QUICK LEFT ONTO WILSON DRIVE,
 DG8005'CONTINUE NORTHEAST ON WILSON DRIVE TO THE END OF THE  PAVED ROAD AT
 DG8005'THE ENTRANCE TO THE KYTC JESSAMINE COUNTY MAINTENANCE GARAGE.  THE
 DG8005'MARK IS STRAIGHT AHEAD 100 YARDS NORTHEAST IN GRASSY AREA BETWEEN US
 DG8005'27 R/W FENCE AND  KYTC MAINTENACE GARAGE FENCE.FOR 0.7 MILES
 DG8005'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG8005'CONCRETE POST FLUSH  WITH GROUND, 97 M NORTH-NORTHEAST OF THE
 DG8005'NORTHWEST CORNER OF THE EDGE OF PAVING AT  THE END OF WILSON DRIVE,
 DG8005'40.8 M NORTHEAST OF UTILITY POLE EG279, 18.3 M NORTH NORTHWEST  OF
 DG8005'KYTC MAINTENANCE GARAGE FENCE, AND 2.1 M SOUTHEAST OF NOAA CARSONITE
 DG8005'WITNESS POST  IN US  29 R/W FENCE LINE.
 DG8005
 DG8005                          STATION RECOVERY (2004)
 DG8005
 DG8005'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG8005'THIS STATION WAS RECOVRED AS DESCIRBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7987 ***********************************************************************
 DG7987  FBN         -  This is a Federal Base Network Control Station.
 DG7987  DESIGNATION -  FBN NEW
 DG7987  PID         -  DG7987
 DG7987  STATE/COUNTY-  KY/KNOX
 DG7987  USGS QUAD   -  CORBIN (1978)
 DG7987
 DG7987                         *CURRENT SURVEY CONTROL
 DG7987  ___________________________________________________________________
 DG7987* NAD 83(1993)-  36 57 49.22903(N)    084 04 46.32588(W)     ADJUSTED  
 DG7987* NAVD 88     -       368.5    (meters)    1209.     (feet)  GPS OBS   
 DG7987  ___________________________________________________________________
 DG7987  X           -     526,331.206 (meters)                     COMP
 DG7987  Y           -  -5,075,471.046 (meters)                     COMP
 DG7987  Z           -   3,814,376.369 (meters)                     COMP
 DG7987  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 DG7987  ELLIP HEIGHT-         338.43  (meters)          (11/03/04) GPS OBS
 DG7987  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DG7987
 DG7987  HORZ ORDER  -  A
 DG7987  ELLP ORDER  -  THIRD     CLASS I
 DG7987
 DG7987.The horizontal coordinates were established by GPS observations
 DG7987.and adjusted by the National Geodetic Survey in November 2004..
 DG7987
 DG7987.The orthometric height was determined by GPS observations and a
 DG7987.high-resolution geoid model.
 DG7987
 DG7987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7987
 DG7987.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7987
 DG7987.The ellipsoidal height was determined by GPS observations
 DG7987.and is referenced to NAD 83.
 DG7987
 DG7987.The geoid height was determined by GEOID03.
 DG7987
 DG7987;                    North         East     Units Scale Factor Converg.
 DG7987;SPC KY1Z     - 1,071,290.694 1,648,758.223   MT  1.00003078   +1 01 32.2
 DG7987;SPC KY1Z     - 3,514,726.22  5,409,300.94   sFT  1.00003078   +1 01 32.2
 DG7987;SPC KY S     -   571,266.244   648,748.806   MT  0.99996618   +1 00 47.1
 DG7987;SPC KY S     - 1,874,229.34  2,128,436.71   sFT  0.99996618   +1 00 47.1
 DG7987;UTM  16      - 4,094,829.250   760,006.499   MT  1.00043290   +1 45 25.5
 DG7987;UTM  17      - 4,095,275.657   225,827.934   MT  1.00052615   -1 51 10.5
 DG7987
 DG7987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7987!SPC KY1Z     -   0.99994689  x   1.00003078  =   0.99997767
 DG7987!SPC KY S     -   0.99994689  x   0.99996618  =   0.99991307
 DG7987!UTM  16      -   0.99994689  x   1.00043290  =   1.00037977
 DG7987!UTM  17      -   0.99994689  x   1.00052615  =   1.00047301
 DG7987
 DG7987                          SUPERSEDED SURVEY CONTROL
 DG7987
 DG7987.No superseded survey control is available for this station.
 DG7987
 DG7987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6000694829(NAD 83)
 DG7987_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7987_STAMPING: FBN NEW 2002
 DG7987_MARK LOGO: NGS   
 DG7987_PROJECTION: FLUSH
 DG7987_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7987+STABILITY: SURFACE MOTION
 DG7987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7987+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7987
 DG7987  HISTORY     - Date     Condition        Report By
 DG7987  HISTORY     - 20021112 MONUMENTED       KYTC
 DG7987
 DG7987                          STATION DESCRIPTION
 DG7987
 DG7987'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG7987'LOCATED IN KNOX CO., 1.42 MILES NE OF CORBIN, 11.2 MILES S OF LONDON,
 DG7987'12.4 MILES NW OF  BARBOUVILLE.     STATION IS LOCATED IN THE R/W OF
 DG7987'PROPERTY OWNED BY KYTC.     TO REACH FROM THE INTERSECTION OF I-75 AND
 DG7987'US 25E (EXIT 90), GO ESE ON US 25E FOR 1.6 MILES  TO THE INTERSECTION
 DG7987'OF US 25E AND US 25W, CONTINUE SE ON US 25E FOR 0.35 MILES TO THE
 DG7987'INTERSECTION OF US 25E AND OAK RIDGE RD ON THE LEFT AND THE
 DG7987'LAUREL/KNOW COUNTY LINE,  CONTINUE 200 FT SE ON US 25E TO THE STATION
 DG7987'ON THE LEFT IN THE SE QUADRANT OF THE  INTERSECTION.     STATION IS AN
 DG7987'NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH
 DG7987'WITH GROUND, 52.9 FT NE OF THE US 25E NORTH-BOUND EDGE OF PAVEMENT,
 DG7987'181.6 FT SE OF THE CL  OF OAK RIDGE CHURCH RD, 3.1 FT SW OF CONCRETE
 DG7987'ROW MARKER POST, 18.9 FT S OF UTILITY POLE  48, 66.3 FT SE OF THE E
 DG7987'STEEL POST FOR 'EAST SIDE TABERNACLE CHURCH' SIGN, AND 3.0 FT W OF
 DG7987'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8006 ***********************************************************************
 DG8006  FBN         -  This is a Federal Base Network Control Station.
 DG8006  DESIGNATION -  FBN NUNN
 DG8006  PID         -  DG8006
 DG8006  STATE/COUNTY-  KY/BULLITT
 DG8006  USGS QUAD   -  SHEPHERDSVILLE (1991)
 DG8006
 DG8006                         *CURRENT SURVEY CONTROL
 DG8006  ___________________________________________________________________
 DG8006* NAD 83(1993)-  37 56 47.83782(N)    085 41 21.94375(W)     ADJUSTED  
 DG8006* NAVD 88     -       142.1    (meters)     466.     (feet)  GPS OBS   
 DG8006  ___________________________________________________________________
 DG8006  X           -     378,531.472 (meters)                     COMP
 DG8006  Y           -  -5,021,914.764 (meters)                     COMP
 DG8006  Z           -   3,900,840.404 (meters)                     COMP
 DG8006  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 DG8006  ELLIP HEIGHT-         108.84  (meters)          (11/03/04) GPS OBS
 DG8006  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DG8006
 DG8006  HORZ ORDER  -  A
 DG8006  ELLP ORDER  -  THIRD     CLASS I
 DG8006
 DG8006.The horizontal coordinates were established by GPS observations
 DG8006.and adjusted by the National Geodetic Survey in November 2004..
 DG8006
 DG8006.The orthometric height was determined by GPS observations and a
 DG8006.high-resolution geoid model.
 DG8006
 DG8006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8006
 DG8006.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8006
 DG8006.The ellipsoidal height was determined by GPS observations
 DG8006.and is referenced to NAD 83.
 DG8006
 DG8006.The geoid height was determined by GEOID03.
 DG8006
 DG8006;                    North         East     Units Scale Factor Converg.
 DG8006;SPC KY1Z     - 1,179,048.417 1,505,323.467   MT  0.99990569   +0 02 13.9
 DG8006;SPC KY1Z     - 3,868,261.35  4,938,715.41   sFT  0.99990569   +0 02 13.9
 DG8006;SPC KY N     -    50,562.097   373,484.598   MT  1.00000309   -0 53 43.5
 DG8006;SPC KY N     -   165,885.81  1,225,340.72   sFT  1.00000309   -0 53 43.5
 DG8006;UTM  16      - 4,200,702.521   615,150.473   MT  0.99976331   +0 48 21.6
 DG8006
 DG8006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8006!SPC KY1Z     -   0.99998292  x   0.99990569  =   0.99988861
 DG8006!SPC KY N     -   0.99998292  x   1.00000309  =   0.99998601
 DG8006!UTM  16      -   0.99998292  x   0.99976331  =   0.99974624
 DG8006
 DG8006                          SUPERSEDED SURVEY CONTROL
 DG8006
 DG8006.No superseded survey control is available for this station.
 DG8006
 DG8006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1515000703(NAD 83)
 DG8006_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8006_STAMPING: FBN NUNN 2002
 DG8006_MARK LOGO: NGS   
 DG8006_PROJECTION: FLUSH
 DG8006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8006+STABILITY: SURFACE MOTION
 DG8006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8006+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8006
 DG8006  HISTORY     - Date     Condition        Report By
 DG8006  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8006
 DG8006                          STATION DESCRIPTION
 DG8006
 DG8006'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8006'LOCATED IN BULLITT CO., SOUTH OF SHEPHERDSVILLE, 21 MILES S OF
 DG8006'LOUISVILLE, 20 MILES NE OF  ELIZABETHTOWN, IN A REST AREA ON I-65
 DG8006'SOUTHBOUND.     STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY
 DG8006'KYTC.     TO REACH FROM THE INTERSECTION OF I-65 AND SR 480 (EXIT 16),
 DG8006'GO S ON I-65 FOR 2.3 MILES TO  ENTRANCE TO I-65 REST AREA, ENTER REST
 DG8006'AREA, MARK IS IN GRASSY AREA EAST OF WELCOME  CENTER, BETWEEN THE
 DG8006'PARKING LOT FOR CARS AND I-65.      STATION IS AN NGS HORIZONTAL DISK
 DG8006'SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND, 72.5
 DG8006'FT W OF I-65 SOUTHBOUND EDGE OF PAVEMENT, 70 FT NW OF N END OF
 DG8006'HEADWALL FOR I-65 DRAINAGE, AND  84.3 FT SW OF LIGHT POLE ALONG
 DG8006'INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8007 ***********************************************************************
 DG8007  FBN         -  This is a Federal Base Network Control Station.
 DG8007  DESIGNATION -  FBN ORTT
 DG8007  PID         -  DG8007
 DG8007  STATE/COUNTY-  KY/LYON
 DG8007  USGS QUAD   -  GRAND RIVERS (1993)
 DG8007
 DG8007                         *CURRENT SURVEY CONTROL
 DG8007  ___________________________________________________________________
 DG8007* NAD 83(1993)-  37 03 42.22130(N)    088 11 08.59395(W)     ADJUSTED  
 DG8007* NAVD 88     -       146.5    (meters)     481.     (feet)  GPS OBS   
 DG8007  ___________________________________________________________________
 DG8007  X           -     161,337.415 (meters)                     COMP
 DG8007  Y           -  -5,093,406.701 (meters)                     COMP
 DG8007  Z           -   3,822,932.855 (meters)                     COMP
 DG8007  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 DG8007  ELLIP HEIGHT-         117.61  (meters)          (11/03/04) GPS OBS
 DG8007  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DG8007
 DG8007  HORZ ORDER  -  A
 DG8007  ELLP ORDER  -  THIRD     CLASS I
 DG8007
 DG8007.The horizontal coordinates were established by GPS observations
 DG8007.and adjusted by the National Geodetic Survey in November 2004..
 DG8007
 DG8007.The orthometric height was determined by GPS observations and a
 DG8007.high-resolution geoid model.
 DG8007
 DG8007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8007
 DG8007.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8007
 DG8007.The ellipsoidal height was determined by GPS observations
 DG8007.and is referenced to NAD 83.
 DG8007
 DG8007.The geoid height was determined by GEOID03.
 DG8007
 DG8007;                    North         East     Units Scale Factor Converg.
 DG8007;SPC KY1Z     - 1,083,668.154 1,283,391.290   MT  1.00000524   -1 29 43.6
 DG8007;SPC KY1Z     - 3,555,334.60  4,210,592.92   sFT  1.00000524   -1 29 43.6
 DG8007;SPC KY S     -   583,624.776   283,401.220   MT  0.99995664   -1 28 37.8
 DG8007;SPC KY S     - 1,914,775.62    929,792.17   sFT  0.99995664   -1 28 37.8
 DG8007;UTM  16      - 4,102,377.557   394,582.516   MT  0.99973690   -0 42 52.8
 DG8007
 DG8007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8007!SPC KY1Z     -   0.99998154  x   1.00000524  =   0.99998678
 DG8007!SPC KY S     -   0.99998154  x   0.99995664  =   0.99993818
 DG8007!UTM  16      -   0.99998154  x   0.99973690  =   0.99971845
 DG8007
 DG8007                          SUPERSEDED SURVEY CONTROL
 DG8007
 DG8007.No superseded survey control is available for this station.
 DG8007
 DG8007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG9458302378(NAD 83)
 DG8007_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8007_STAMPING: FBN ORTT 2002
 DG8007_MARK LOGO: NGS   
 DG8007_PROJECTION: FLUSH
 DG8007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8007+STABILITY: SURFACE MOTION
 DG8007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8007+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8007
 DG8007  HISTORY     - Date     Condition        Report By
 DG8007  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8007
 DG8007                          STATION DESCRIPTION
 DG8007
 DG8007'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8007'LOCATED IN LYON CO., N OF LAKE BARKLEY, 42 MILES SW OF MADISONVILLE,
 DG8007'23 MILES E OF  PADUCAH, 32 MILES NNE OF MURRAY, ADJACENT TO ENTRANCE
 DG8007'RAMP AT TRUCK WEIGH STATION.     STATION IS LOCATED IN THE R/W OF
 DG8007'PROPERTY OWNED BY KYTC.     TO REACH FROM THE INTERSECTION OF I-24 AND
 DG8007'WESTERN KENTUCKY PARKWAY, GO W ON I-24 FOR 2  MILES TO EXIT 40 (US 62,
 DG8007'KUTTAWA), CONTINUE W ON I-24 FOR 5.6 MILES TO MILE POST 35.4 AND
 DG8007'TRUCK WEIGH STATION ON RIGHT (NORTH), GO THROUGH WEIGH STATION TO
 DG8007'ENTANCE RAMP, JUST  PAST A FENCE ENCLOSING A POND, AND STATION IN
 DG8007'GRASS ON RIGHT SIDE OF ENTRANCE RAMP.     STATION IS AN NGS HORIZONTAL
 DG8007'DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND,
 DG8007'35.7 M SW FROM NW CORNER OF FENCE AROUND POND, 12.6 M W FROM SW CORNER
 DG8007'OF POND FENCE, AND 8.4 M N FROM ENTRANCE RAMP EDGE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8008 ***********************************************************************
 DG8008  FBN         -  This is a Federal Base Network Control Station.
 DG8008  DESIGNATION -  FBN OWENS
 DG8008  PID         -  DG8008
 DG8008  STATE/COUNTY-  KY/MENIFEE
 DG8008  USGS QUAD   -  SCRANTON (1979)
 DG8008
 DG8008                         *CURRENT SURVEY CONTROL
 DG8008  ___________________________________________________________________
 DG8008* NAD 83(1993)-  37 56 00.91901(N)    083 37 01.17574(W)     ADJUSTED  
 DG8008* NAVD 88     -       388.2    (meters)    1274.     (feet)  GPS OBS   
 DG8008  ___________________________________________________________________
 DG8008  X           -     560,011.606 (meters)                     COMP
 DG8008  Y           -  -5,006,018.673 (meters)                     COMP
 DG8008  Z           -   3,899,851.346 (meters)                     COMP
 DG8008  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DG8008  ELLIP HEIGHT-         355.82  (meters)          (11/03/04) GPS OBS
 DG8008  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DG8008
 DG8008  HORZ ORDER  -  A
 DG8008  ELLP ORDER  -  THIRD     CLASS I
 DG8008
 DG8008.The horizontal coordinates were established by GPS observations
 DG8008.and adjusted by the National Geodetic Survey in November 2004..
 DG8008
 DG8008.The orthometric height was determined by GPS observations and a
 DG8008.high-resolution geoid model.
 DG8008
 DG8008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8008
 DG8008.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8008
 DG8008.The ellipsoidal height was determined by GPS observations
 DG8008.and is referenced to NAD 83.
 DG8008
 DG8008.The geoid height was determined by GEOID03.
 DG8008
 DG8008;                    North         East     Units Scale Factor Converg.
 DG8008;SPC KY1Z     - 1,179,742.910 1,687,482.000   MT  0.99990544   +1 18 34.5
 DG8008;SPC KY1Z     - 3,870,539.86  5,536,347.20   sFT  0.99990544   +1 18 34.5
 DG8008;SPC KY N     -    48,318.100   555,648.491   MT  1.00000517   +0 23 37.6
 DG8008;SPC KY N     -   158,523.63  1,822,990.09   sFT  1.00000517   +0 23 37.6
 DG8008;UTM  17      - 4,201,676.785   270,008.220   MT  1.00025154   -1 36 34.2
 DG8008
 DG8008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8008!SPC KY1Z     -   0.99994417  x   0.99990544  =   0.99984961
 DG8008!SPC KY N     -   0.99994417  x   1.00000517  =   0.99994934
 DG8008!UTM  17      -   0.99994417  x   1.00025154  =   1.00019570
 DG8008
 DG8008                          SUPERSEDED SURVEY CONTROL
 DG8008
 DG8008.No superseded survey control is available for this station.
 DG8008
 DG8008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC7000801677(NAD 83)
 DG8008_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8008_STAMPING: FBN OWENS 2002
 DG8008_MARK LOGO: NGS   
 DG8008_PROJECTION: FLUSH
 DG8008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8008+STABILITY: SURFACE MOTION
 DG8008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8008+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2005
 DG8008
 DG8008  HISTORY     - Date     Condition        Report By
 DG8008  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8008  HISTORY     - 20050611 GOOD             KYTC
 DG8008
 DG8008                          STATION DESCRIPTION
 DG8008
 DG8008'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8008'LOCATED IN MENIFEE CO., 48.5 MILES ESE OF LEXINGTON, 14.5 MILES NE OF
 DG8008'STANTON, AND 1.3  MILES SE OF FRENCHBURG.     STATION IS LOCATED IN
 DG8008'THE R/W OF PROPERTY OWNED BY KYTC.     TO REACH FROM THE INTERSECTION
 DG8008'OF US 460 AND SR 36 IN FRENCHBURG, GO SSE ON US 460 FOR  1.5 MILES TO
 DG8008'THE INTERSECTION OF US 460 AND KY 3338 ON THE RIGHT, AND THE STATION
 DG8008'ON A  KNOLL IN THE SE QUADRANT OF THE INTERSECTION.     STATION IS AN
 DG8008'NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH
 DG8008'WITH GROUND, 45.2 FT S FROM US 460 EDGE OF PAVEMENT, 199.2 FT NE FROM
 DG8008'CL OF KY 3338, 72.8 FT  NW FROM CL OF ABANDONED DEAD END ROAD, 41.7 FT
 DG8008'W FROM WATER MANHOLE, 50.6 FT W FROM  NW END OF GUARD RAIL, 45.7 FT
 DG8008'ENE FROM 6 IN DIAMETER WOODEN FENCE POST, AND 9.1 FT SSE  FROM ORANGE
 DG8008'WITNESS POST.
 DG8008
 DG8008                          STATION RECOVERY (2005)
 DG8008
 DG8008'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (PS)
 DG8008'AT THE DATE OF RECOVERY, A NEW FIRE STATION IS JUST AT PRELIMINARY
 DG8008'BUILDING STAGES WITH EXCAVATING BEING DONE. WE HAVE BEEN TOLD THAT THE
 DG8008'MARK WILL NOT BE DESTROYED AND IT WILL REMAIN USABLE FOR GPS
 DG8008'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8009 ***********************************************************************
 DG8009  FBN         -  This is a Federal Base Network Control Station.
 DG8009  DESIGNATION -  FBN PEACE
 DG8009  PID         -  DG8009
 DG8009  STATE/COUNTY-  KY/WASHINGTON
 DG8009  USGS QUAD   -  BRUSH GROVE (1972)
 DG8009
 DG8009                         *CURRENT SURVEY CONTROL
 DG8009  ___________________________________________________________________
 DG8009* NAD 83(1993)-  37 49 28.14527(N)    085 09 26.60164(W)     ADJUSTED  
 DG8009* NAVD 88     -       242.3    (meters)     795.     (feet)  GPS OBS   
 DG8009  ___________________________________________________________________
 DG8009  X           -     425,856.627 (meters)                     COMP
 DG8009  Y           -  -5,026,557.181 (meters)                     COMP
 DG8009  Z           -   3,890,202.137 (meters)                     COMP
 DG8009  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DG8009  ELLIP HEIGHT-         208.68  (meters)          (11/03/04) GPS OBS
 DG8009  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 DG8009
 DG8009  HORZ ORDER  -  A
 DG8009  ELLP ORDER  -  THIRD     CLASS I
 DG8009
 DG8009.The horizontal coordinates were established by GPS observations
 DG8009.and adjusted by the National Geodetic Survey in November 2004..
 DG8009
 DG8009.The orthometric height was determined by GPS observations and a
 DG8009.high-resolution geoid model.
 DG8009
 DG8009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8009
 DG8009.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8009
 DG8009.The ellipsoidal height was determined by GPS observations
 DG8009.and is referenced to NAD 83.
 DG8009
 DG8009.The geoid height was determined by GEOID03.
 DG8009
 DG8009;                    North         East     Units Scale Factor Converg.
 DG8009;SPC KY1Z     - 1,165,657.125 1,552,168.973   MT  0.99990535   +0 21 49.8
 DG8009;SPC KY1Z     - 3,824,326.75  5,092,407.71   sFT  0.99990535   +0 21 49.8
 DG8009;SPC KY S     -   665,647.570   552,172.978   MT  0.99998195   +0 21 33.8
 DG8009;SPC KY S     - 2,183,878.74  1,811,587.51   sFT  0.99998195   +0 21 33.8
 DG8009;UTM  16      - 4,187,940.964   662,168.098   MT  0.99992392   +1 07 48.8
 DG8009
 DG8009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8009!SPC KY1Z     -   0.99996726  x   0.99990535  =   0.99987261
 DG8009!SPC KY S     -   0.99996726  x   0.99998195  =   0.99994921
 DG8009!UTM  16      -   0.99996726  x   0.99992392  =   0.99989118
 DG8009
 DG8009                          SUPERSEDED SURVEY CONTROL
 DG8009
 DG8009.No superseded survey control is available for this station.
 DG8009
 DG8009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG6216887941(NAD 83)
 DG8009_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8009_STAMPING: FBN PEACE 2002
 DG8009_MARK LOGO: NGS   
 DG8009_PROJECTION: FLUSH
 DG8009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8009+STABILITY: SURFACE MOTION
 DG8009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8009+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2006
 DG8009
 DG8009  HISTORY     - Date     Condition        Report By
 DG8009  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8009  HISTORY     - 20060131 GOOD             KYTC
 DG8009
 DG8009                          STATION DESCRIPTION
 DG8009
 DG8009'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8009'LOCATED IN WASHINGTON CO., NEAR WILLISBURG LAKE AND KY 555 REST AREA,
 DG8009'16.8 MILES W OF  BARDSTOWN, 10.2 MILES NNE OF SPRINGFIELD, 2.0 MILES
 DG8009'NW OF WILLISBURG.      STATION IS LOCATED IN THE R/W OF PROPERTY OWNED
 DG8009'BY KYTC.     TO REACH FROM THE INTERSECTION OF KY 555 BRIDGE OVER BLUE
 DG8009'GRASS PARKWAY, GO S ON KY 555  36 MILES TO THE S ENTRANCE TO THE
 DG8009'WILLISBURG LAKE REST AREA, AND STATION LOCATED S OF  ENTRANCE E OF
 DG8009'GUARDRAIL.     STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN
 DG8009'DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND, AT THE CREST OF
 DG8009'SLOPE, 300 FT NW FROM MILEPOST 11, 34.15 FT SE FROM PK NAIL  SET IN
 DG8009'RADIUS OF S ENTRANCE SHOULDER, 18.2 FT E FROM SIGN POST, 21.4 FT E
 DG8009'FROM SHOULDER OF  KY 555, AND 13.1 FT NE FROM CARSONITE WITNESS POST.
 DG8009
 DG8009                          STATION RECOVERY (2006)
 DG8009
 DG8009'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (PS)
 DG8009'MILEAGE FROM BRIDGE TO MARK IS 3.6 MILES NOT 36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8010 ***********************************************************************
 DG8010  FBN         -  This is a Federal Base Network Control Station.
 DG8010  DESIGNATION -  FBN PHELPS
 DG8010  PID         -  DG8010
 DG8010  STATE/COUNTY-  KY/CUMBERLAND
 DG8010  USGS QUAD   -  WATERVIEW (1982)
 DG8010
 DG8010                         *CURRENT SURVEY CONTROL
 DG8010  ___________________________________________________________________
 DG8010* NAD 83(1993)-  36 47 42.93690(N)    085 23 25.18047(W)     ADJUSTED  
 DG8010* NAVD 88     -       189.7    (meters)     622.     (feet)  GPS OBS   
 DG8010  ___________________________________________________________________
 DG8010  X           -     410,978.665 (meters)                     COMP
 DG8010  Y           -  -5,097,220.475 (meters)                     COMP
 DG8010  Z           -   3,799,318.025 (meters)                     COMP
 DG8010  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 DG8010  ELLIP HEIGHT-         158.89  (meters)          (11/03/04) GPS OBS
 DG8010  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DG8010
 DG8010  HORZ ORDER  -  A
 DG8010  ELLP ORDER  -  THIRD     CLASS I
 DG8010
 DG8010.The horizontal coordinates were established by GPS observations
 DG8010.and adjusted by the National Geodetic Survey in November 2004..
 DG8010
 DG8010.The orthometric height was determined by GPS observations and a
 DG8010.high-resolution geoid model.
 DG8010
 DG8010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8010
 DG8010.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8010
 DG8010.The ellipsoidal height was determined by GPS observations
 DG8010.and is referenced to NAD 83.
 DG8010
 DG8010.The geoid height was determined by GEOID03.
 DG8010
 DG8010;                    North         East     Units Scale Factor Converg.
 DG8010;SPC KY1Z     - 1,051,330.233 1,532,103.181   MT  1.00008138   +0 13 15.0
 DG8010;SPC KY1Z     - 3,449,239.27  5,026,575.19   sFT  1.00008138   +0 13 15.0
 DG8010;SPC KY S     -   551,322.831   532,100.228   MT  0.99998934   +0 13 05.3
 DG8010;SPC KY S     - 1,808,798.32  1,745,732.16   sFT  0.99998934   +0 13 05.3
 DG8010;UTM  16      - 4,073,368.780   643,610.771   MT  0.99985408   +0 57 51.4
 DG8010
 DG8010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8010!SPC KY1Z     -   0.99997507  x   1.00008138  =   1.00005644
 DG8010!SPC KY S     -   0.99997507  x   0.99998934  =   0.99996441
 DG8010!UTM  16      -   0.99997507  x   0.99985408  =   0.99982915
 DG8010
 DG8010                          SUPERSEDED SURVEY CONTROL
 DG8010
 DG8010.No superseded survey control is available for this station.
 DG8010
 DG8010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4361173369(NAD 83)
 DG8010_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8010_STAMPING: FBN PHELPS 2002
 DG8010_MARK LOGO: NGS   
 DG8010_PROJECTION: FLUSH
 DG8010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8010+STABILITY: SURFACE MOTION
 DG8010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8010+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8010
 DG8010  HISTORY     - Date     Condition        Report By
 DG8010  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8010
 DG8010                          STATION DESCRIPTION
 DG8010
 DG8010'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8010'LOCATED IN CUMBERLAND CO., W OF LAKE CUMBERLAND, 32 MILE SE OF
 DG8010'GLASGOW, 21 MILES SSW  OF COLUMBIA, 30 MILES W OF MONTICELLO, ON THE
 DG8010'WEST SIDE OF BURKESVILLE.     STATION IS LOCATED IN THE R/W OF
 DG8010'PROPERTY OWNED BY KYTC.     TO REACH FROM THE INTERSECTION OF SR 61
 DG8010'AND SR 90 IN BURKESVILLE, GO W ON SR 90 FOR 1.6  MILES TO INTERSECTION
 DG8010'OF SR 90 AND SR 2276, AND THE STATION IN THE HIGHWAY ISLAND ON THE
 DG8010'LEFT.     STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER
 DG8010'POURED CONCRETE POST FLUSH  WITH GROUND, 150.6 FT SE FROM USGS
 DG8010'MONUMENT 544 WHICH IS SET IN THE NW CORNER OF A BOX  CULVERT UNDER SR
 DG8010'90, 89.2 FT E FROM CL OF SR 2276, 31.2 FT S FROM CL OF SR 90, 48.3 FT
 DG8010'NE FROM  TELEPHONE POLE B41, AND 51.5 FT NE FROM NORTHERN SIGN POST
 DG8010'FOR ALPINE MOTEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8011 ***********************************************************************
 DG8011  FBN         -  This is a Federal Base Network Control Station.
 DG8011  DESIGNATION -  FBN PIKE
 DG8011  PID         -  DG8011
 DG8011  STATE/COUNTY-  KY/PULASKI
 DG8011  USGS QUAD   -  EUBANK (1976)
 DG8011
 DG8011                         *CURRENT SURVEY CONTROL
 DG8011  ___________________________________________________________________
 DG8011* NAD 83(1993)-  37 16 32.85535(N)    084 38 50.06096(W)     ADJUSTED  
 DG8011* NAVD 88     -       341.2    (meters)    1119.     (feet)  GPS OBS   
 DG8011  ___________________________________________________________________
 DG8011  X           -     474,064.593 (meters)                     COMP
 DG8011  Y           -  -5,059,600.635 (meters)                     COMP
 DG8011  Z           -   3,841,980.918 (meters)                     COMP
 DG8011  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 DG8011  ELLIP HEIGHT-         310.21  (meters)          (11/03/04) GPS OBS
 DG8011  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DG8011
 DG8011  HORZ ORDER  -  A
 DG8011  ELLP ORDER  -  THIRD     CLASS I
 DG8011
 DG8011.The horizontal coordinates were established by GPS observations
 DG8011.and adjusted by the National Geodetic Survey in November 2004..
 DG8011
 DG8011.The orthometric height was determined by GPS observations and a
 DG8011.high-resolution geoid model.
 DG8011
 DG8011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8011
 DG8011.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8011
 DG8011.The ellipsoidal height was determined by GPS observations
 DG8011.and is referenced to NAD 83.
 DG8011
 DG8011.The geoid height was determined by GEOID03.
 DG8011
 DG8011;                    North         East     Units Scale Factor Converg.
 DG8011;SPC KY1Z     - 1,105,175.708 1,597,796.691   MT  0.99995951   +0 40 37.4
 DG8011;SPC KY1Z     - 3,625,897.30  5,242,104.64   sFT  0.99995951   +0 40 37.4
 DG8011;SPC KY S     -   605,159.184   597,795.417   MT  0.99994592   +0 40 07.6
 DG8011;SPC KY S     - 1,985,426.42  1,961,267.13   sFT  0.99994592   +0 40 07.6
 DG8011;UTM  16      - 4,128,062.464   708,596.667   MT  1.00013603   +1 25 31.7
 DG8011
 DG8011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8011!SPC KY1Z     -   0.99995132  x   0.99995951  =   0.99991083
 DG8011!SPC KY S     -   0.99995132  x   0.99994592  =   0.99989724
 DG8011!UTM  16      -   0.99995132  x   1.00013603  =   1.00008735
 DG8011
 DG8011                          SUPERSEDED SURVEY CONTROL
 DG8011
 DG8011.No superseded survey control is available for this station.
 DG8011
 DG8011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG0859728062(NAD 83)
 DG8011_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8011_STAMPING: FBN PIKE 2002
 DG8011_MARK LOGO: NGS   
 DG8011_PROJECTION: FLUSH
 DG8011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8011+STABILITY: SURFACE MOTION
 DG8011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8011+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8011
 DG8011  HISTORY     - Date     Condition        Report By
 DG8011  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8011
 DG8011                          STATION DESCRIPTION
 DG8011
 DG8011'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8011'LOCATED IN PULASKI CO., 32.5 MILES WNW OF LONDON, 26.4 MILES SSE OF
 DG8011'DANVILLE, 12.6 MILES  NNW OF SOMERSET, IN EUBANK.     STATION IS
 DG8011'LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.     TO REACH FROM THE
 DG8011'INTERSECTION OF US 27 AND KY 70, GO W ON KY 70 FOR 0.2 MILE, JUST PAST
 DG8011'EAST DRIVE TO EUBANK ELEMENTARY SCHOOL, TO STATION ON LEFT, IN GRASS
 DG8011'STRIP BETWEEN S  EDGE OF KY 70 AND N EDGE OF BLACK TOP ENTRANCE DRIVE
 DG8011'TO SCHOOL.     STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN
 DG8011'DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND, 20.6 FT S FROM CL OF
 DG8011'KY 70, 44.0 FT N FROM CL OF ENTRANCE DRIVE TO SCHOOL,  237.5 FT NE
 DG8011'FROM NE CORNER OF SCHOOL BUILDING, AND 34.6 FT ESE FROM TELEPHONE
 DG8011'POLE.  SURFACE OF MARK HAS BEEN SCRAPED BY MOWER BLADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8012 ***********************************************************************
 DG8012  FBN         -  This is a Federal Base Network Control Station.
 DG8012  DESIGNATION -  FBN PLUNK
 DG8012  PID         -  DG8012
 DG8012  STATE/COUNTY-  KY/MCLEAN
 DG8012  USGS QUAD   -  LIVERMORE (1983)
 DG8012
 DG8012                         *CURRENT SURVEY CONTROL
 DG8012  ___________________________________________________________________
 DG8012* NAD 83(1993)-  37 26 49.84423(N)    087 09 09.97472(W)     ADJUSTED  
 DG8012* NAVD 88     -       133.8    (meters)     439.     (feet)  GPS OBS   
 DG8012  ___________________________________________________________________
 DG8012  X           -     251,845.146 (meters)                     COMP
 DG8012  Y           -  -5,063,794.659 (meters)                     COMP
 DG8012  Z           -   3,856,974.326 (meters)                     COMP
 DG8012  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 DG8012  ELLIP HEIGHT-         103.36  (meters)          (11/03/04) GPS OBS
 DG8012  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DG8012
 DG8012  HORZ ORDER  -  A
 DG8012  ELLP ORDER  -  THIRD     CLASS I
 DG8012
 DG8012.The horizontal coordinates were established by GPS observations
 DG8012.and adjusted by the National Geodetic Survey in November 2004..
 DG8012
 DG8012.The orthometric height was determined by GPS observations and a
 DG8012.high-resolution geoid model.
 DG8012
 DG8012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8012
 DG8012.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8012
 DG8012.The ellipsoidal height was determined by GPS observations
 DG8012.and is referenced to NAD 83.
 DG8012
 DG8012.The geoid height was determined by GEOID03.
 DG8012
 DG8012;                    North         East     Units Scale Factor Converg.
 DG8012;SPC KY1Z     - 1,124,550.837 1,375,885.061   MT  0.99993283   -0 51 40.5
 DG8012;SPC KY1Z     - 3,689,463.87  4,514,049.57   sFT  0.99993283   -0 51 40.5
 DG8012;SPC KY S     -   624,530.007   375,883.147   MT  0.99994734   -0 51 02.6
 DG8012;SPC KY S     - 2,048,978.86  1,233,209.96   sFT  0.99994734   -0 51 02.6
 DG8012;UTM  16      - 4,144,492.215   486,487.071   MT  0.99960225   -0 05 34.4
 DG8012
 DG8012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8012!SPC KY1Z     -   0.99998378  x   0.99993283  =   0.99991661
 DG8012!SPC KY S     -   0.99998378  x   0.99994734  =   0.99993112
 DG8012!UTM  16      -   0.99998378  x   0.99960225  =   0.99958604
 DG8012
 DG8012                          SUPERSEDED SURVEY CONTROL
 DG8012
 DG8012.No superseded survey control is available for this station.
 DG8012
 DG8012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8648744492(NAD 83)
 DG8012_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8012_STAMPING: FBN PLUNK 2002
 DG8012_MARK LOGO: NGS   
 DG8012_PROJECTION: FLUSH
 DG8012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8012+STABILITY: SURFACE MOTION
 DG8012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8012+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8012
 DG8012  HISTORY     - Date     Condition        Report By
 DG8012  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8012
 DG8012                          STATION DESCRIPTION
 DG8012
 DG8012'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8012'LOCATED IN MCLEAN CO., 22 MILES S OF OWENSBORO, 20.6 MILES WNW OF
 DG8012'MADISONVILLE, 13 MILES N  OF CENTRAL CITY, IN ISLAND.     STATION IS
 DG8012'LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.     TO REACH FROM THE
 DG8012'INTERSECTION OF WESTERN KENTUCKY PARKWAY AND US 431 (EXIT 58) IN
 DG8012'CENTRAL CITY, GO N ON US 431 FOR 13.1 MILES TO SR 85, TURN LEFT ON SR
 DG8012'85 AND GO W FOR 0.7  MILE TO MAIN ST IN ISLAND, TURN LEFT ON MAIN ST
 DG8012'AND GO 250 FT TO STATION ON LEFT NEAR SE  CORNER OF INTERSECTION.
 DG8012'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG8012'CONCRETE POST FLUSH  WITH GROUND, 55 FT E FROM SW CORNER OF CONCRETE
 DG8012'DRAINAGE INLET, 77.5 FT SSW FROM CL OF  SR 85, 31 FT SSE FROM CL OF
 DG8012'RIP-RAP DITCH, AND 62.4 FT N FROM CL OF MAIN ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8015 ***********************************************************************
 DG8015  FBN         -  This is a Federal Base Network Control Station.
 DG8015  DESIGNATION -  FBN RAMSEY
 DG8015  PID         -  DG8015
 DG8015  STATE/COUNTY-  KY/LAWRENCE
 DG8015  USGS QUAD   -  FALLSBURG (1993)
 DG8015
 DG8015                         *CURRENT SURVEY CONTROL
 DG8015  ___________________________________________________________________
 DG8015* NAD 83(1993)-  38 07 35.06910(N)    082 37 53.53502(W)     ADJUSTED  
 DG8015* NAVD 88     -       176.5    (meters)     579.     (feet)  GPS OBS   
 DG8015  ___________________________________________________________________
 DG8015  X           -     644,312.767 (meters)                     COMP
 DG8015  Y           -  -4,982,404.099 (meters)                     COMP
 DG8015  Z           -   3,916,579.769 (meters)                     COMP
 DG8015  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DG8015  ELLIP HEIGHT-         143.76  (meters)          (11/03/04) GPS OBS
 DG8015  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DG8015
 DG8015  HORZ ORDER  -  A
 DG8015  ELLP ORDER  -  THIRD     CLASS I
 DG8015
 DG8015.The horizontal coordinates were established by GPS observations
 DG8015.and adjusted by the National Geodetic Survey in November 2004..
 DG8015
 DG8015.The orthometric height was determined by GPS observations and a
 DG8015.high-resolution geoid model.
 DG8015
 DG8015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8015
 DG8015.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8015
 DG8015.The ellipsoidal height was determined by GPS observations
 DG8015.and is referenced to NAD 83.
 DG8015
 DG8015.The geoid height was determined by GEOID03.
 DG8015
 DG8015;                    North         East     Units Scale Factor Converg.
 DG8015;SPC KY1Z     - 1,203,568.385 1,773,357.130   MT  0.99991443   +1 54 52.6
 DG8015;SPC KY1Z     - 3,948,707.28  5,818,089.18   sFT  0.99991443   +1 54 52.6
 DG8015;SPC KY N     -    70,775.828   641,899.001   MT  0.99997967   +1 00 24.5
 DG8015;SPC KY N     -   232,203.70  2,105,963.64   sFT  0.99997967   +1 00 24.5
 DG8015;UTM  17      - 4,221,097.660   356,996.957   MT  0.99985186   -1 00 26.9
 DG8015
 DG8015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8015!SPC KY1Z     -   0.99997744  x   0.99991443  =   0.99989187
 DG8015!SPC KY N     -   0.99997744  x   0.99997967  =   0.99995711
 DG8015!UTM  17      -   0.99997744  x   0.99985186  =   0.99982931
 DG8015
 DG8015                          SUPERSEDED SURVEY CONTROL
 DG8015
 DG8015.No superseded survey control is available for this station.
 DG8015
 DG8015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC5699721098(NAD 83)
 DG8015_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8015_STAMPING: FBN RAMSEY 2002
 DG8015_MARK LOGO: NGS   
 DG8015_PROJECTION: FLUSH
 DG8015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8015+STABILITY: SURFACE MOTION
 DG8015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8015+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8015
 DG8015  HISTORY     - Date     Condition        Report By
 DG8015  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8015
 DG8015                          STATION DESCRIPTION
 DG8015
 DG8015'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8015'LOCATED IN LAWRENCE CO., 23 MILES S OF ASHLAND, 24 MILES NNE OF
 DG8015'PAINTSVILLE, 4.5 MILES NW  OF LOUISA, 1.2 MILES E OF FIVE FORKS NEAR
 DG8015'THE INTERSECTION OF US 23 AND KY 3.     STATION IS LOCATED IN THE R/W
 DG8015'OF PROPERTY OWNED BY KYTC.     TO REACH FROM THE INTERSECTION OF US 23
 DG8015'AND KY 3 N OF LOUISA, GO W ON KY 3 FOR 0.1 MILES TO  THE W ENTRANCE TO
 DG8015'A PARKING LOT ON THE LEFT SIDE OF KY 3, AND THE STATION IN GRASSY AREA
 DG8015'WEST OF PARKING LOT.     STATION IS AN NGS HORIZONTAL DISK SET IN A 10
 DG8015'IN DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND, 6.5 M S FROM KY 3
 DG8015'EDGE OF PAVEMENT, 26.3 M ENE FROM POWER POLE  119-1, 25.7 M  W FROM
 DG8015'POWER POLE 429-6008, AND 1.2 M N FROM WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8033 ***********************************************************************
 DG8033  FBN         -  This is a Federal Base Network Control Station.
 DG8033  DESIGNATION -  FBN RICHPORT 2
 DG8033  PID         -  DG8033
 DG8033  STATE/COUNTY-  KY/MADISON
 DG8033  USGS QUAD   -  RICHMOND SOUTH (1987)
 DG8033
 DG8033                         *CURRENT SURVEY CONTROL
 DG8033  ___________________________________________________________________
 DG8033* NAD 83(1993)-  37 37 45.83983(N)    084 19 51.49738(W)     ADJUSTED  
 DG8033* NAVD 88     -       301.6    (meters)     989.     (feet)  GPS OBS   
 DG8033  ___________________________________________________________________
 DG8033  X           -     499,625.049 (meters)                     COMP
 DG8033  Y           -  -5,033,125.237 (meters)                     COMP
 DG8033  Z           -   3,873,113.033 (meters)                     COMP
 DG8033  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DG8033  ELLIP HEIGHT-         269.88  (meters)          (11/03/04) GPS OBS
 DG8033  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 DG8033
 DG8033  HORZ ORDER  -  A
 DG8033  ELLP ORDER  -  THIRD     CLASS I
 DG8033
 DG8033.The horizontal coordinates were established by GPS observations
 DG8033.and adjusted by the National Geodetic Survey in November 2004..
 DG8033
 DG8033.The orthometric height was determined by GPS observations and a
 DG8033.high-resolution geoid model.
 DG8033
 DG8033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8033
 DG8033.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8033
 DG8033.The ellipsoidal height was determined by GPS observations
 DG8033.and is referenced to NAD 83.
 DG8033
 DG8033.The geoid height was determined by GEOID03.
 DG8033
 DG8033;                    North         East     Units Scale Factor Converg.
 DG8033;SPC KY1Z     - 1,144,792.983 1,625,245.797   MT  0.99991419   +0 52 16.4
 DG8033;SPC KY1Z     - 3,755,874.98  5,332,160.59   sFT  0.99991419   +0 52 16.4
 DG8033;SPC KY S     -   644,772.540   625,251.483   MT  0.99995864   +0 51 38.1
 DG8033;SPC KY S     - 2,115,391.24  2,051,345.91   sFT  0.99995864   +0 51 38.1
 DG8033;UTM  16      - 4,168,048.263   735,529.794   MT  1.00028335   +1 37 49.2
 DG8033
 DG8033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8033!SPC KY1Z     -   0.99995765  x   0.99991419  =   0.99987185
 DG8033!SPC KY S     -   0.99995765  x   0.99995864  =   0.99991629
 DG8033!UTM  16      -   0.99995765  x   1.00028335  =   1.00024099
 DG8033
 DG8033                          SUPERSEDED SURVEY CONTROL
 DG8033
 DG8033.No superseded survey control is available for this station.
 DG8033
 DG8033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3553068048(NAD 83)
 DG8033_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8033_STAMPING: FBN RICHPORT 2 2002
 DG8033_MARK LOGO: NGS   
 DG8033_PROJECTION: FLUSH
 DG8033_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8033+STABILITY: SURFACE MOTION
 DG8033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8033+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8033
 DG8033  HISTORY     - Date     Condition        Report By
 DG8033  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8033
 DG8033                          STATION DESCRIPTION
 DG8033
 DG8033'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8033'LOCATED IN MADISON CO., ABOUT 16.0 KM (9.95 MI) SOUTH OF RICHMOND, 6.4
 DG8033'KM (4.00 MI) NORTH OF  BEREA, 4.8 KM (3.00 MI) WEST OF I-75 AND AT THE
 DG8033'MADISON AIRPORT.     STATION ON PROPERTY OWNED BY THE MADISON AIRPORT
 DG8033'BOARD INC.  THE AIRPORT MANAGER  PHONE NUMBER IS 859-986-3913.     TO
 DG8033'REACH THE STATION FROM THE OVERPASS BRIDGE AT EXIT 87, ABOUT 3.2 KM
 DG8033'(2.00 MI) WEST OF  RICHMOND, DRIVE EAST ON STATE ROAD 876 FOR 4.44 KM
 DG8033'(2.75 MI) TO THE INTERSECTION OF US  HIGHWAYS 25 AND 421.  TURN RIGHT
 DG8033'AND DRIVE SOUTH FOR 5.68 KM (3.55 MI) TO THE FORK WHERE  US HIGHWAYS
 DG8033'25 AND 421 SPLIT.  CONTINUE SOUTH ON US HIGHWAY 25 FOR 6.27 KM (3.90
 DG8033'MI) TO A  PAVED ROAD RIGHT.  TURN RIGHT AND DRIVE WEST ON STATE ROAD
 DG8033'1983 FOR 4.16 KM (2.60 MI)  PASSING OVER A BRIDGE, UNDER A RAILROAD
 DG8033'CROSSING AND ACROSS INTERSTATE 75.  IMMEDIATLY  AFTER CROSSING
 DG8033'INTERSTATE 75 THERE IS A PAVED ROAD LEFT.  TURN LEFT ONTO AIRPORT
 DG8033'DRIVE  AND GO SOUTH FOR 0.8 KM (0.50 MI) TO THE AIRPORT OFFICE.  FROM
 DG8033'THE AIRPORT OFFICE DRIVE  WEST 0.25 KM (0.15 MI) TO THE INTERSECTION
 DG8033'OF THE RAMP AND THE RUNWAY AND THE STATION ON  THE RIGHT.     STATION
 DG8033'IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST
 DG8033'FLUSH  WITH GROUND, 25.8 M N FROM CL OF TAXIWAY, 30 M NNW FROM 4TH
 DG8033'TAXILIGHT ON N SIDE OF  TAXIWAY, AND 88.8 M E FROM RED LIGHT AT
 DG8033'FUELING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8013 ***********************************************************************
 DG8013  FBN         -  This is a Federal Base Network Control Station.
 DG8013  DESIGNATION -  FBN ROBERTS
 DG8013  PID         -  DG8013
 DG8013  STATE/COUNTY-  KY/EDMONSON
 DG8013  USGS QUAD   -  PARK CITY (1973)
 DG8013
 DG8013                         *CURRENT SURVEY CONTROL
 DG8013  ___________________________________________________________________
 DG8013* NAD 83(1993)-  37 04 02.90568(N)    086 06 54.25202(W)     ADJUSTED  
 DG8013* NAVD 88     -       190.8    (meters)     626.     (feet)  GPS OBS   
 DG8013  ___________________________________________________________________
 DG8013  X           -     345,242.288 (meters)                     COMP
 DG8013  Y           -  -5,083,901.767 (meters)                     COMP
 DG8013  Z           -   3,823,467.229 (meters)                     COMP
 DG8013  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 DG8013  ELLIP HEIGHT-         160.00  (meters)          (11/03/04) GPS OBS
 DG8013  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DG8013
 DG8013  HORZ ORDER  -  A
 DG8013  ELLP ORDER  -  THIRD     CLASS I
 DG8013
 DG8013.The horizontal coordinates were established by GPS observations
 DG8013.and adjusted by the National Geodetic Survey in November 2004..
 DG8013
 DG8013.The orthometric height was determined by GPS observations and a
 DG8013.high-resolution geoid model.
 DG8013
 DG8013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8013
 DG8013.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8013
 DG8013.The ellipsoidal height was determined by GPS observations
 DG8013.and is referenced to NAD 83.
 DG8013
 DG8013.The geoid height was determined by GEOID03.
 DG8013
 DG8013;                    North         East     Units Scale Factor Converg.
 DG8013;SPC KY1Z     - 1,081,542.372 1,467,533.203   MT  1.00000383   -0 13 26.9
 DG8013;SPC KY1Z     - 3,548,360.27  4,814,731.85   sFT  1.00000383   -0 13 26.9
 DG8013;SPC KY S     -   581,532.842   467,534.748   MT  0.99995617   -0 13 17.0
 DG8013;SPC KY S     - 1,907,912.33  1,533,903.59   sFT  0.99995617   -0 13 17.0
 DG8013;UTM  16      - 4,102,723.702   578,668.825   MT  0.99967624   +0 32 00.3
 DG8013
 DG8013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8013!SPC KY1Z     -   0.99997489  x   1.00000383  =   0.99997872
 DG8013!SPC KY S     -   0.99997489  x   0.99995617  =   0.99993106
 DG8013!UTM  16      -   0.99997489  x   0.99967624  =   0.99965114
 DG8013
 DG8013                          SUPERSEDED SURVEY CONTROL
 DG8013
 DG8013.No superseded survey control is available for this station.
 DG8013
 DG8013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7866902724(NAD 83)
 DG8013_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8013_STAMPING: FBN ROBERTS 2002
 DG8013_MARK LOGO: NGS   
 DG8013_PROJECTION: FLUSH
 DG8013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8013+STABILITY: SURFACE MOTION
 DG8013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8013+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 DG8013
 DG8013  HISTORY     - Date     Condition        Report By
 DG8013  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8013  HISTORY     - 20051017 GOOD             GRWAS
 DG8013
 DG8013                          STATION DESCRIPTION
 DG8013
 DG8013'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8013'LOCATED IN EDMONSON CO., 19 MILES ENE OF BOWLING GREEN, 12 MILES NW
 DG8013'GLASGOW, 4.2 MILES  SW OF CAVE CITY.     STATION IS LOCATED IN THE R/W
 DG8013'OF PROPERTY OWNED BY KYTC.     TO REACH FROM THE INTERSECTION OF US
 DG8013'231W AND KY 259 (18 MILES ENE OF BOWLING GREEN), GO  S ON KY 259 FOR
 DG8013'1.85 MILES TO INTERSECTION WITH KY 1339, TURN LEFT AND GO EAST ON KY
 DG8013'1339  FOR 1.35 MILES TO STATION ON THE RIGHT.     STATION IS AN NGS
 DG8013'HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH
 DG8013'WITH GROUND, 9.5 FT SW FROM CL OF KY 1339, 123 FT NW FROM INTERSECTION
 DG8013'OF KY 1339 AND H.  MADISON RD, 4.5 FT NE OF FENCELINE AND 65 FT SE
 DG8013'CENTERLINE OF FIELD ENTRANCE DRIVE.
 DG8013
 DG8013                          STATION RECOVERY (2005)
 DG8013
 DG8013'RECOVERY NOTE BY GRW AERIAL SURVEY 2005 (ER)
 DG8013'RECOVERED AS DESCRIBED. NO CARSONITE POST, ONLY WOOD STAKE IN FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8014 ***********************************************************************
 DG8014  FBN         -  This is a Federal Base Network Control Station.
 DG8014  DESIGNATION -  FBN ROGERS
 DG8014  PID         -  DG8014
 DG8014  STATE/COUNTY-  KY/WOLFE
 DG8014  USGS QUAD   -  CAMPTON (1972)
 DG8014
 DG8014                         *CURRENT SURVEY CONTROL
 DG8014  ___________________________________________________________________
 DG8014* NAD 83(1993)-  37 44 34.06459(N)    083 34 50.47406(W)     ADJUSTED  
 DG8014* NAVD 88     -       347.1    (meters)    1139.     (feet)  GPS OBS   
 DG8014  ___________________________________________________________________
 DG8014  X           -     564,632.463 (meters)                     COMP
 DG8014  Y           -  -5,018,540.491 (meters)                     COMP
 DG8014  Z           -   3,883,101.131 (meters)                     COMP
 DG8014  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DG8014  ELLIP HEIGHT-         314.94  (meters)          (11/03/04) GPS OBS
 DG8014  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DG8014
 DG8014  HORZ ORDER  -  A
 DG8014  ELLP ORDER  -  THIRD     CLASS I
 DG8014
 DG8014.The horizontal coordinates were established by GPS observations
 DG8014.and adjusted by the National Geodetic Survey in November 2004..
 DG8014
 DG8014.The orthometric height was determined by GPS observations and a
 DG8014.high-resolution geoid model.
 DG8014
 DG8014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8014
 DG8014.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8014
 DG8014.The ellipsoidal height was determined by GPS observations
 DG8014.and is referenced to NAD 83.
 DG8014
 DG8014.The geoid height was determined by GEOID03.
 DG8014
 DG8014;                    North         East     Units Scale Factor Converg.
 DG8014;SPC KY1Z     - 1,158,647.433 1,691,164.746   MT  0.99990765   +1 19 54.7
 DG8014;SPC KY1Z     - 3,801,329.12  5,548,429.67   sFT  0.99990765   +1 19 54.7
 DG8014;SPC KY S     -   658,612.259   691,177.232   MT  0.99997077   +1 18 56.2
 DG8014;SPC KY S     - 2,160,797.05  2,267,637.30   sFT  0.99997077   +1 18 56.2
 DG8014;UTM  17      - 4,180,414.094   272,614.047   MT  1.00023689   -1 34 49.3
 DG8014
 DG8014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8014!SPC KY1Z     -   0.99995058  x   0.99990765  =   0.99985824
 DG8014!SPC KY S     -   0.99995058  x   0.99997077  =   0.99992135
 DG8014!UTM  17      -   0.99995058  x   1.00023689  =   1.00018746
 DG8014
 DG8014                          SUPERSEDED SURVEY CONTROL
 DG8014
 DG8014.No superseded survey control is available for this station.
 DG8014
 DG8014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB7261480414(NAD 83)
 DG8014_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8014_STAMPING: FBN ROGERS 2002
 DG8014_MARK LOGO: NGS   
 DG8014_PROJECTION: FLUSH
 DG8014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8014+STABILITY: SURFACE MOTION
 DG8014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8014+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8014
 DG8014  HISTORY     - Date     Condition        Report By
 DG8014  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8014
 DG8014                          STATION DESCRIPTION
 DG8014
 DG8014'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8014'LOCATED IN WOLFE CO., 29 MILES SE OF MOUNT STERLING, 17 MILES NW OF
 DG8014'JACKSON, 1.7 MILES  WNW OF CAMPTON, AT THE BERT T COMBS MOUNTAIN
 DG8014'PARKWAY EXIT 42.     STATION IS LOCATED IN THE R/W OF PROPERTY OWNED
 DG8014'BY KYTC.     TO REACH FROM THE INTERSECTION OF COMBS MOUNTAIN PARKWAY
 DG8014'(EXIT 42) AND KY 1653 (QUILLINS  CHAPEL RD), GO WEST ON RAMP TO
 DG8014'MOUNTAIN PARKWAY WESTBOUND TO STATION ON LEFT IN  GRASSY AREA BETWEEN
 DG8014'RAMP AND PARKWAY.     STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN
 DG8014'DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND, 43.0 FT SSE FROM END
 DG8014'OF GUARDRAIL ALONG WESTBOUND RAMP OF MOUNTAIN  PARKWAY, 59.0 FT N FROM
 DG8014'END OF GUARDRAIL ALONG MOUNTAIN PARKWAY, 151.2 FT ESE FROM  NORTHERN
 DG8014'POST OF 'MERGE' SIGN, AND 41.5 FT S FROM EDGE OF PAVEMENT OF WESTBOUND
 DG8014'RAMP  TO MOUNTAIN PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8016 ***********************************************************************
 DG8016  FBN         -  This is a Federal Base Network Control Station.
 DG8016  DESIGNATION -  FBN RUSTY
 DG8016  PID         -  DG8016
 DG8016  STATE/COUNTY-  KY/CLINTON
 DG8016  USGS QUAD   -  WOLF CREEK DAM (1994)
 DG8016
 DG8016                         *CURRENT SURVEY CONTROL
 DG8016  ___________________________________________________________________
 DG8016* NAD 83(1993)-  36 45 19.17149(N)    085 08 56.85465(W)     ADJUSTED  
 DG8016* NAVD 88     -       297.4    (meters)     976.     (feet)  GPS OBS   
 DG8016  ___________________________________________________________________
 DG8016  X           -     432,664.713 (meters)                     COMP
 DG8016  Y           -  -5,098,174.964 (meters)                     COMP
 DG8016  Z           -   3,795,832.682 (meters)                     COMP
 DG8016  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DG8016  ELLIP HEIGHT-         266.67  (meters)          (11/03/04) GPS OBS
 DG8016  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DG8016
 DG8016  HORZ ORDER  -  A
 DG8016  ELLP ORDER  -  THIRD     CLASS I
 DG8016
 DG8016.The horizontal coordinates were established by GPS observations
 DG8016.and adjusted by the National Geodetic Survey in November 2004..
 DG8016
 DG8016.The orthometric height was determined by GPS observations and a
 DG8016.high-resolution geoid model.
 DG8016
 DG8016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8016
 DG8016.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8016
 DG8016.The ellipsoidal height was determined by GPS observations
 DG8016.and is referenced to NAD 83.
 DG8016
 DG8016.The geoid height was determined by GEOID03.
 DG8016
 DG8016;                    North         East     Units Scale Factor Converg.
 DG8016;SPC KY1Z     - 1,047,009.026 1,553,660.365   MT  1.00009462   +0 22 08.1
 DG8016;SPC KY1Z     - 3,435,062.11  5,097,300.71   sFT  1.00009462   +0 22 08.1
 DG8016;SPC KY S     -   547,000.680   553,655.087   MT  0.99999608   +0 21 51.9
 DG8016;SPC KY S     - 1,794,618.06  1,816,450.06   sFT  0.99999608   +0 21 51.9
 DG8016;UTM  16      - 4,069,327.583   665,217.865   MT  0.99993630   +1 06 28.1
 DG8016
 DG8016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8016!SPC KY1Z     -   0.99995815  x   1.00009462  =   1.00005277
 DG8016!SPC KY S     -   0.99995815  x   0.99999608  =   0.99995423
 DG8016!UTM  16      -   0.99995815  x   0.99993630  =   0.99989445
 DG8016
 DG8016                          SUPERSEDED SURVEY CONTROL
 DG8016
 DG8016.No superseded survey control is available for this station.
 DG8016
 DG8016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF6521869328(NAD 83)
 DG8016_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8016_STAMPING: FBN RUSTY 2002
 DG8016_MARK LOGO: NGS   
 DG8016_PROJECTION: FLUSH
 DG8016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8016+STABILITY: SURFACE MOTION
 DG8016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8016+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8016
 DG8016  HISTORY     - Date     Condition        Report By
 DG8016  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8016
 DG8016                          STATION DESCRIPTION
 DG8016
 DG8016'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8016'LOCATED IN CLINTON CO., 38 MILES SW OF SOMERSET, 17 MILES WSW OF
 DG8016'MONTICELO, 12.5 MILES  ESE OF BURKESVILLE, 4.5 MILES N ALBANY, NEAR
 DG8016'INTERSECTION OF US 127 AND KY 90.     STATION IS LOCATED IN THE R/W OF
 DG8016'PROPERTY OWNED BY KYTC.     TO REACH FROM THE INTERSECTION OF US 127
 DG8016'AND KY 90 N OF ALBANY, GO W ON KY 90 FOR 200 FT  TO E END OF GUARDRAIL
 DG8016'ALONG THE N SIDE OF KY 90, AND STATION ON THE RIGHT.     STATION IS AN
 DG8016'NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH
 DG8016'WITH GROUND, 235 FT W FROM CL US 127, 59 FT N FROM CL KY 90, 31.9 FT
 DG8016'NW FROM E END OF  GUARDRAIL, AND 75 FT NE FROM 'BURKESVILLE 15 MILES'
 DG8016'SIGN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8027 ***********************************************************************
 DG8027  FBN         -  This is a Federal Base Network Control Station.
 DG8027  DESIGNATION -  FBN SHOATE
 DG8027  PID         -  DG8027
 DG8027  STATE/COUNTY-  KY/HICKMAN
 DG8027  USGS QUAD   -  OAKTON (1982)
 DG8027
 DG8027                         *CURRENT SURVEY CONTROL
 DG8027  ___________________________________________________________________
 DG8027* NAD 83(1993)-  36 41 52.18275(N)    089 00 02.03092(W)     ADJUSTED  
 DG8027* NAVD 88     -       102.5    (meters)     336.     (feet)  GPS OBS   
 DG8027  ___________________________________________________________________
 DG8027  X           -      89,308.759 (meters)                     COMP
 DG8027  Y           -  -5,119,384.037 (meters)                     COMP
 DG8027  Z           -   3,790,603.555 (meters)                     COMP
 DG8027  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DG8027  ELLIP HEIGHT-          74.41  (meters)          (11/03/04) GPS OBS
 DG8027  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 DG8027
 DG8027  HORZ ORDER  -  A
 DG8027  ELLP ORDER  -  THIRD     CLASS I
 DG8027
 DG8027.The horizontal coordinates were established by GPS observations
 DG8027.and adjusted by the National Geodetic Survey in November 2004..
 DG8027
 DG8027.The orthometric height was determined by GPS observations and a
 DG8027.high-resolution geoid model.
 DG8027
 DG8027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8027
 DG8027.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8027
 DG8027.The ellipsoidal height was determined by GPS observations
 DG8027.and is referenced to NAD 83.
 DG8027
 DG8027.The geoid height was determined by GEOID03.
 DG8027
 DG8027;                    North         East     Units Scale Factor Converg.
 DG8027;SPC KY1Z     - 1,045,514.064 1,209,546.413   MT  1.00011452   -1 59 44.6
 DG8027;SPC KY1Z     - 3,430,157.39  3,968,320.19   sFT  1.00011452   -1 59 44.6
 DG8027;SPC KY S     -   545,446.191   209,576.320   MT  1.00000663   -1 58 16.8
 DG8027;SPC KY S     - 1,789,518.04    687,584.98   sFT  1.00000663   -1 58 16.8
 DG8027;UTM  16      - 4,063,217.319   321,285.302   MT  0.99999350   -1 11 45.0
 DG8027
 DG8027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8027!SPC KY1Z     -   0.99998832  x   1.00011452  =   1.00010284
 DG8027!SPC KY S     -   0.99998832  x   1.00000663  =   0.99999495
 DG8027!UTM  16      -   0.99998832  x   0.99999350  =   0.99998182
 DG8027
 DG8027                          SUPERSEDED SURVEY CONTROL
 DG8027
 DG8027.No superseded survey control is available for this station.
 DG8027
 DG8027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF2128563217(NAD 83)
 DG8027_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8027_STAMPING: FBN SHOATE 2002
 DG8027_MARK LOGO: NGS   
 DG8027_PROJECTION: FLUSH
 DG8027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8027+STABILITY: SURFACE MOTION
 DG8027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8027+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8027
 DG8027  HISTORY     - Date     Condition        Report By
 DG8027  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8027
 DG8027                          STATION DESCRIPTION
 DG8027
 DG8027'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8027'LOCATED IN HICKMAN CO., 34.5 MILES SW OF PADUCAH, 20 MILES WSW OF
 DG8027'MAYFIELD, 2 MILES N OF  CLINTON, ALONG W SIDE OF US 51.     STATION IS
 DG8027'LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.     TO REACH FROM THE
 DG8027'INTERSECTION OF US 51 AND KY 123 IN CLINTON, GO N ON US 51 FOR 2.3
 DG8027'MILES  TO MILE POINT 9.2 AND STATION ON W SIDE OF US 51.      STATION
 DG8027'IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST
 DG8027'FLUSH  WITH GROUND, 500 FT S OF REBIEL RD, 251 FT N FROM W END OF
 DG8027'GUARDRAIL ON BRIDGE,  AND 29 FT  W FROM CENTERLINE OF US 51.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8017 ***********************************************************************
 DG8017  FBN         -  This is a Federal Base Network Control Station.
 DG8017  DESIGNATION -  FBN SHOUSE
 DG8017  PID         -  DG8017
 DG8017  STATE/COUNTY-  KY/SPENCER
 DG8017  USGS QUAD   -  TAYLORSVILLE (1993)
 DG8017
 DG8017                         *CURRENT SURVEY CONTROL
 DG8017  ___________________________________________________________________
 DG8017* NAD 83(1993)-  38 02 25.73302(N)    085 20 15.87450(W)     ADJUSTED  
 DG8017* NAVD 88     -       155.3    (meters)     510.     (feet)  GPS OBS   
 DG8017  ___________________________________________________________________
 DG8017  X           -     408,828.593 (meters)                     COMP
 DG8017  Y           -  -5,013,114.840 (meters)                     COMP
 DG8017  Z           -   3,909,058.765 (meters)                     COMP
 DG8017  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 DG8017  ELLIP HEIGHT-         121.71  (meters)          (11/03/04) GPS OBS
 DG8017  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DG8017
 DG8017  HORZ ORDER  -  A
 DG8017  ELLP ORDER  -  THIRD     CLASS I
 DG8017
 DG8017.The horizontal coordinates were established by GPS observations
 DG8017.and adjusted by the National Geodetic Survey in November 2004..
 DG8017
 DG8017.The orthometric height was determined by GPS observations and a
 DG8017.high-resolution geoid model.
 DG8017
 DG8017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8017
 DG8017.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8017
 DG8017.The ellipsoidal height was determined by GPS observations
 DG8017.and is referenced to NAD 83.
 DG8017
 DG8017.The geoid height was determined by GEOID03.
 DG8017
 DG8017;                    North         East     Units Scale Factor Converg.
 DG8017;SPC KY1Z     - 1,189,543.743 1,536,186.231   MT  0.99990903   +0 15 11.2
 DG8017;SPC KY1Z     - 3,902,694.76  5,039,970.99   sFT  0.99990903   +0 15 11.2
 DG8017;SPC KY N     -    60,555.360   404,516.613   MT  0.99998965   -0 40 35.9
 DG8017;SPC KY N     -   198,672.04  1,327,151.59   sFT  0.99998965   -0 40 35.9
 DG8017;UTM  16      - 4,211,610.610   645,866.442   MT  0.99986205   +1 01 28.2
 DG8017
 DG8017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8017!SPC KY1Z     -   0.99998090  x   0.99990903  =   0.99988993
 DG8017!SPC KY N     -   0.99998090  x   0.99998965  =   0.99997055
 DG8017!UTM  16      -   0.99998090  x   0.99986205  =   0.99984296
 DG8017
 DG8017                          SUPERSEDED SURVEY CONTROL
 DG8017
 DG8017.No superseded survey control is available for this station.
 DG8017
 DG8017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4586611611(NAD 83)
 DG8017_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8017_STAMPING: FBN SHOUSE 2002
 DG8017_MARK LOGO: NGS   
 DG8017_PROJECTION: FLUSH
 DG8017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8017+STABILITY: SURFACE MOTION
 DG8017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8017+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8017
 DG8017  HISTORY     - Date     Condition        Report By
 DG8017  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8017
 DG8017                          STATION DESCRIPTION
 DG8017
 DG8017'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8017'LOCATED IN SPENCER CO., IN THE VILLAGE OF TAYLORSVILLE, 27 MILES SE
 DG8017'OF LOUISVILLE, 27.10 MILES SW OF FRANKFORT AND 17.4 MILES NE OF
 DG8017'BARDSTOWN,
 DG8017'STATION IS LOCATED IN THE MEDIAN OF KY HWY 44 BYPASS OF TAYLORSVILLE
 DG8017'OPPOSITE THE SPENCER COUNTY HIGH SCHOOL. OWNERSHIP--KENTUCKY
 DG8017'TRANSPORTATION CABINET.  TO REACH FROM KY STATE HWYS 55/155 AND KY
 DG8017'STATE HWY 44 IN THE VILLAGE OF TAYLORSVILLE, GO EAST HWY 44 FOR 0.154
 DG8017'MILES TO THE STATION ON THE LEFT IN THE MEDIAN BETWEEN THE LANES OF
 DG8017'HWY 44.  THE STATION IS 15.6 FT S OF THE S EDGE OF PAVEMENT OF WEST
 DG8017'BOUND HWY 44, 16.4 FT N OF THE NORTH EDGE OF PAVEMENT OF EAST BOUND
 DG8017'HWY 44, 205.0 FT EAST OF THE CENTER OF A CATCH BASIN AND 125.5 FT SW
 DG8017'OF A UTILITY POLE.  THE STATION IS A NGS DISK SET IN A 10 IN DIAMETER
 DG8017'POURED CONCRETE POST, STAMPED--FBN SHOUSE 2002, FLUSH WITH GROUND,
 DG8017'3 FT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8018 ***********************************************************************
 DG8018  FBN         -  This is a Federal Base Network Control Station.
 DG8018  DESIGNATION -  FBN SMITH
 DG8018  PID         -  DG8018
 DG8018  STATE/COUNTY-  KY/SIMPSON
 DG8018  USGS QUAD   -  FRANKLIN (1994)
 DG8018
 DG8018                         *CURRENT SURVEY CONTROL
 DG8018  ___________________________________________________________________
 DG8018* NAD 83(1993)-  36 38 42.42929(N)    086 34 05.30966(W)     ADJUSTED  
 DG8018* NAVD 88     -       233.8    (meters)     767.     (feet)  GPS OBS   
 DG8018  ___________________________________________________________________
 DG8018  X           -     306,715.564 (meters)                     COMP
 DG8018  Y           -  -5,114,571.786 (meters)                     COMP
 DG8018  Z           -   3,785,989.284 (meters)                     COMP
 DG8018  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DG8018  ELLIP HEIGHT-         203.91  (meters)          (11/03/04) GPS OBS
 DG8018  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DG8018
 DG8018  HORZ ORDER  -  A
 DG8018  ELLP ORDER  -  THIRD     CLASS I
 DG8018
 DG8018.The horizontal coordinates were established by GPS observations
 DG8018.and adjusted by the National Geodetic Survey in November 2004..
 DG8018
 DG8018.The orthometric height was determined by GPS observations and a
 DG8018.high-resolution geoid model.
 DG8018
 DG8018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8018
 DG8018.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8018
 DG8018.The ellipsoidal height was determined by GPS observations
 DG8018.and is referenced to NAD 83.
 DG8018
 DG8018.The geoid height was determined by GEOID03.
 DG8018
 DG8018;                    North         East     Units Scale Factor Converg.
 DG8018;SPC KY1Z     - 1,034,925.818 1,426,829.971   MT  1.00013364   -0 30 08.3
 DG8018;SPC KY1Z     - 3,395,419.12  4,681,191.33   sFT  1.00013364   -0 30 08.3
 DG8018;SPC KY S     -   534,916.960   426,838.467   MT  1.00001718   -0 29 46.2
 DG8018;SPC KY S     - 1,754,973.39  1,400,385.87   sFT  1.00001718   -0 29 46.2
 DG8018;UTM  16      - 4,055,592.306   538,603.007   MT  0.99961836   +0 15 27.9
 DG8018
 DG8018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8018!SPC KY1Z     -   0.99996800  x   1.00013364  =   1.00010164
 DG8018!SPC KY S     -   0.99996800  x   1.00001718  =   0.99998518
 DG8018!UTM  16      -   0.99996800  x   0.99961836  =   0.99958637
 DG8018
 DG8018                          SUPERSEDED SURVEY CONTROL
 DG8018
 DG8018.No superseded survey control is available for this station.
 DG8018
 DG8018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3860355592(NAD 83)
 DG8018_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8018_STAMPING: FBN SMITH 2002
 DG8018_MARK LOGO: NGS   
 DG8018_PROJECTION: FLUSH
 DG8018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8018+STABILITY: SURFACE MOTION
 DG8018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8018+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2006
 DG8018
 DG8018  HISTORY     - Date     Condition        Report By
 DG8018  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8018  HISTORY     - 20060626 GOOD             KYTC
 DG8018
 DG8018                          STATION DESCRIPTION
 DG8018
 DG8018'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8018'LOCATED IN SIMPSON CO., 25 MILES SSW OF BOWLING GREEN, 22 MILES SE OF
 DG8018'RUSSELVILLE, 5  MILES S OF FRANKLIN, 0.4 MILE N OF TENNESSEE STATE
 DG8018'LINE IN A WELCOME CENTER ALONG I-65.     STATION IS LOCATED IN THE R/W
 DG8018'OF PROPERTY OWNED BY KYTC.     TO REACH FROM THE TENNESSEE STATE LINE,
 DG8018'GO N ON I-65 FOR 0.4 MILE TO WELCOME CENTER,  ENTER WELCOME CENTER AND
 DG8018'GO TO NORTH END OF FACILLITY TO Y-JUNCTION FORMED WHERE  ROADWAY FOR
 DG8018'CARS AND ROADWAY FOR TRUCKS MERGE INTO AN ENTRANCE RAMP BACK ONTO
 DG8018'I-65.   STATION IS IN THE GRASSY AREA SOUTH OF THE JUNCTION.
 DG8018'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG8018'CONCRETE POST FLUSH  WITH GROUND, 63 FT NW FROM NW CORNER OF A METAL
 DG8018'GRATE, 152 FT NW FROM NW CORNER OF  CONCRETE HEADWALL, 45.8 FT S FROM
 DG8018'TRAFFIC YIELD SIGN, AND 72.7 FT S OF EDGE OF CONCRETE OF  INSIDE
 DG8018'RADIUS OF JUNCTION.
 DG8018
 DG8018                          STATION RECOVERY (2006)
 DG8018
 DG8018'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 DG8018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8019 ***********************************************************************
 DG8019  FBN         -  This is a Federal Base Network Control Station.
 DG8019  DESIGNATION -  FBN SPRINGER
 DG8019  PID         -  DG8019
 DG8019  STATE/COUNTY-  KY/KNOTT
 DG8019  USGS QUAD   -  HANDSHOE (1992)
 DG8019
 DG8019                         *CURRENT SURVEY CONTROL
 DG8019  ___________________________________________________________________
 DG8019* NAD 83(1993)-  37 23 53.97165(N)    082 57 27.82708(W)     ADJUSTED  
 DG8019* NAVD 88     -       352.2    (meters)    1156.     (feet)  GPS OBS   
 DG8019  ___________________________________________________________________
 DG8019  X           -     622,021.622 (meters)                     COMP
 DG8019  Y           -  -5,035,246.225 (meters)                     COMP
 DG8019  Z           -   3,852,800.138 (meters)                     COMP
 DG8019  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 DG8019  ELLIP HEIGHT-         320.56  (meters)          (11/03/04) GPS OBS
 DG8019  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DG8019
 DG8019  HORZ ORDER  -  A
 DG8019  ELLP ORDER  -  THIRD     CLASS I
 DG8019
 DG8019.The horizontal coordinates were established by GPS observations
 DG8019.and adjusted by the National Geodetic Survey in November 2004..
 DG8019
 DG8019.The orthometric height was determined by GPS observations and a
 DG8019.high-resolution geoid model.
 DG8019
 DG8019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8019
 DG8019.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8019
 DG8019.The ellipsoidal height was determined by GPS observations
 DG8019.and is referenced to NAD 83.
 DG8019
 DG8019.The geoid height was determined by GEOID03.
 DG8019
 DG8019;                    North         East     Units Scale Factor Converg.
 DG8019;SPC KY1Z     - 1,121,894.671 1,747,190.296   MT  0.99993954   +1 42 51.6
 DG8019;SPC KY1Z     - 3,680,749.43  5,732,240.16   sFT  0.99993954   +1 42 51.6
 DG8019;SPC KY S     -   621,840.025   747,192.796   MT  0.99994603   +1 41 36.3
 DG8019;SPC KY S     - 2,040,153.48  2,451,415.03   sFT  0.99994603   +1 41 36.3
 DG8019;UTM  17      - 4,140,859.869   326,712.836   MT  0.99996990   -1 11 21.6
 DG8019
 DG8019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8019!SPC KY1Z     -   0.99994970  x   0.99993954  =   0.99988924
 DG8019!SPC KY S     -   0.99994970  x   0.99994603  =   0.99989573
 DG8019!UTM  17      -   0.99994970  x   0.99996990  =   0.99991960
 DG8019
 DG8019                          SUPERSEDED SURVEY CONTROL
 DG8019
 DG8019.No superseded survey control is available for this station.
 DG8019
 DG8019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB2671340860(NAD 83)
 DG8019_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8019_STAMPING: FBN SPRINGER 2002
 DG8019_MARK LOGO: NGS   
 DG8019_PROJECTION: FLUSH
 DG8019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8019+STABILITY: SURFACE MOTION
 DG8019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8019+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8019
 DG8019  HISTORY     - Date     Condition        Report By
 DG8019  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8019
 DG8019                          STATION DESCRIPTION
 DG8019
 DG8019'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8019'LOCATED IN KNOTT CO., 25 MILES WSW OF PIKEVILLE, 16.5 MILES NE OF
 DG8019'HAZARD, 4.5 MILES NNE OF  HINDMAN, NEAR INTERSECTION OF KY 80 AND KY
 DG8019'1087/1098.     STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY
 DG8019'KYTC.     TO REACH FROM THE KNOTT/PERRY COUNTY LINE, GO E ON KY 80 FOR
 DG8019'11.8 MILES TO INTERSECTION  OF KY 80 AND KY 1087/1098, AND STATION IN
 DG8019'GRASSY AREA OF SE QUADRANT OF INTERSECTION.     STATION IS AN NGS
 DG8019'HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH
 DG8019'WITH GROUND, 58 FT ENE FROM KY 80 EDGE OF PAVEMENT, 107 NE FROM S END
 DG8019'OF GUARDRAIL  ALONG KY 80, 106 FT NE FROM HEADWALL OF CULVERT UNDER KY
 DG8019'80, 383 FT N FROM TELEPHONE  POLE 15, AND 4 FT SW FROM WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8020 ***********************************************************************
 DG8020  FBN         -  This is a Federal Base Network Control Station.
 DG8020  DESIGNATION -  FBN THOMAS
 DG8020  PID         -  DG8020
 DG8020  STATE/COUNTY-  KY/CARTER
 DG8020  USGS QUAD   -  GRAYSON (1978)
 DG8020
 DG8020                         *CURRENT SURVEY CONTROL
 DG8020  ___________________________________________________________________
 DG8020* NAD 83(1993)-  38 20 42.85549(N)    082 56 38.83851(W)     ADJUSTED  
 DG8020* NAVD 88     -       177.7    (meters)     583.     (feet)  GPS OBS   
 DG8020  ___________________________________________________________________
 DG8020  X           -     615,274.634 (meters)                     COMP
 DG8020  Y           -  -4,970,926.417 (meters)                     COMP
 DG8020  Z           -   3,935,660.345 (meters)                     COMP
 DG8020  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DG8020  ELLIP HEIGHT-         145.15  (meters)          (11/03/04) GPS OBS
 DG8020  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DG8020
 DG8020  HORZ ORDER  -  A
 DG8020  ELLP ORDER  -  THIRD     CLASS I
 DG8020
 DG8020.The horizontal coordinates were established by GPS observations
 DG8020.and adjusted by the National Geodetic Survey in November 2004..
 DG8020
 DG8020.The orthometric height was determined by GPS observations and a
 DG8020.high-resolution geoid model.
 DG8020
 DG8020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8020
 DG8020.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8020
 DG8020.The ellipsoidal height was determined by GPS observations
 DG8020.and is referenced to NAD 83.
 DG8020
 DG8020.The geoid height was determined by GEOID03.
 DG8020
 DG8020;                    North         East     Units Scale Factor Converg.
 DG8020;SPC KY1Z     - 1,226,976.130 1,745,235.273   MT  0.99993834   +1 43 21.7
 DG8020;SPC KY1Z     - 4,025,504.19  5,725,826.06   sFT  0.99993834   +1 43 21.7
 DG8020;SPC KY N     -    94,627.893   614,150.802   MT  0.99996434   +0 48 44.4
 DG8020;SPC KY N     -   310,458.35  2,014,926.42   sFT  0.99996434   +0 48 44.4
 DG8020;UTM  17      - 4,245,909.571   330,107.017   MT  0.99995547   -1 12 23.1
 DG8020
 DG8020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8020!SPC KY1Z     -   0.99997723  x   0.99993834  =   0.99991557
 DG8020!SPC KY N     -   0.99997723  x   0.99996434  =   0.99994157
 DG8020!UTM  17      -   0.99997723  x   0.99995547  =   0.99993270
 DG8020
 DG8020                          SUPERSEDED SURVEY CONTROL
 DG8020
 DG8020.No superseded survey control is available for this station.
 DG8020
 DG8020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC3010745910(NAD 83)
 DG8020_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8020_STAMPING: FBN THOMAS 2002
 DG8020_MARK LOGO: NGS   
 DG8020_PROJECTION: FLUSH
 DG8020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8020+STABILITY: SURFACE MOTION
 DG8020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8020+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8020
 DG8020  HISTORY     - Date     Condition        Report By
 DG8020  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8020
 DG8020                          STATION DESCRIPTION
 DG8020
 DG8020'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8020'LOCATED IN CARTER CO., 29 MILES NE OF MOREHEAD, 19 MILES SW OF
 DG8020'ASHLAND, 1/2 MILE N OF  GRAYSON, AT KYTC RESIDENT ENGINEERS OFFICE
 DG8020'NEAR INTERSECTION OF I-64 (EXIT 172) AND KY 1.     STATION IS LOCATED
 DG8020'IN THE R/W OF PROPERTY OWNED BY KYTC.     TO REACH FROM THE
 DG8020'INTERSECTION OF I-64 AND KY 1, GO N ON KY 1 FOR 0.2 MILE TO
 DG8020'INTERSECTION  WITH KY 1947, TURN LEFT AND GO 0.15 MILE ON KY 1947 TO
 DG8020'ENTRANCE TO PARKING LOT OF KYTC  RESIDENT ENGINEERS OFFICE ON THE
 DG8020'LEFT, TURN LEFT INTO PARKING LOT, PARK AND WALK  AROUND OFFICE
 DG8020'TRAILERS TO STATION NEAR THE SW CORNER OF PROPERTY.       STATION IS
 DG8020'AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST
 DG8020'FLUSH  WITH GROUND, 27.5 M S FROM S CORNER OF SOUTHERN MOST OF TWO
 DG8020'OFFICE TRAILERS, 25.5 FT E  FROM CL OF CREEK, 24.9 M S OF GUYED
 DG8020'UTILITY POLE ADJACENT TO TRAILER, 25.4 M NNW FROM I-64  WESTBOUND RAMP
 DG8020'EDGE OF PAVEMENT, 5.9 M NNW FROM R/W FENCELINE, AND 1.2 M S FROM
 DG8020'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8021 ***********************************************************************
 DG8021  FBN         -  This is a Federal Base Network Control Station.
 DG8021  DESIGNATION -  FBN TRAVIS
 DG8021  PID         -  DG8021
 DG8021  STATE/COUNTY-  KY/OLDHAM
 DG8021  USGS QUAD   -  LA GRANGE (1993)
 DG8021
 DG8021                         *CURRENT SURVEY CONTROL
 DG8021  ___________________________________________________________________
 DG8021* NAD 83(1993)-  38 23 29.24575(N)    085 26 14.45806(W)     ADJUSTED  
 DG8021* NAVD 88     -       243.4    (meters)     799.     (feet)  GPS OBS   
 DG8021  ___________________________________________________________________
 DG8021  X           -     398,201.143 (meters)                     COMP
 DG8021  Y           -  -4,989,862.139 (meters)                     COMP
 DG8021  Z           -   3,939,723.236 (meters)                     COMP
 DG8021  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DG8021  ELLIP HEIGHT-         210.01  (meters)          (11/03/04) GPS OBS
 DG8021  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DG8021
 DG8021  HORZ ORDER  -  A
 DG8021  ELLP ORDER  -  THIRD     CLASS I
 DG8021
 DG8021.The horizontal coordinates were established by GPS observations
 DG8021.and adjusted by the National Geodetic Survey in November 2004..
 DG8021
 DG8021.The orthometric height was determined by GPS observations and a
 DG8021.high-resolution geoid model.
 DG8021
 DG8021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8021
 DG8021.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8021
 DG8021.The ellipsoidal height was determined by GPS observations
 DG8021.and is referenced to NAD 83.
 DG8021
 DG8021.The geoid height was determined by GEOID03.
 DG8021
 DG8021;                    North         East     Units Scale Factor Converg.
 DG8021;SPC KY1Z     - 1,228,465.116 1,527,312.705   MT  0.99994526   +0 11 31.0
 DG8021;SPC KY1Z     - 4,030,389.30  5,010,858.43   sFT  0.99994526   +0 11 31.0
 DG8021;SPC KY N     -    99,617.574   396,275.688   MT  0.99996295   -0 44 19.0
 DG8021;SPC KY N     -   326,828.66  1,300,114.49   sFT  0.99996295   -0 44 19.0
 DG8021;UTM  16      - 4,250,405.338   636,467.953   MT  0.99982935   +0 58 14.2
 DG8021
 DG8021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8021!SPC KY1Z     -   0.99996705  x   0.99994526  =   0.99991231
 DG8021!SPC KY N     -   0.99996705  x   0.99996295  =   0.99993000
 DG8021!UTM  16      -   0.99996705  x   0.99982935  =   0.99979640
 DG8021
 DG8021                          SUPERSEDED SURVEY CONTROL
 DG8021
 DG8021.No superseded survey control is available for this station.
 DG8021
 DG8021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3646850405(NAD 83)
 DG8021_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8021_STAMPING: FBN TRAVIS 2002
 DG8021_MARK LOGO: NGS   
 DG8021_PROJECTION: FLUSH
 DG8021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8021+STABILITY: SURFACE MOTION
 DG8021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8021+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8021
 DG8021  HISTORY     - Date     Condition        Report By
 DG8021  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8021
 DG8021                          STATION DESCRIPTION
 DG8021
 DG8021'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8021'LOCATED IN OLDHAM CO., 19.5 MILES NE OF LOUISVILLE, 16.5 MILES NW OF
 DG8021'SHELBYVILLE, 3.3 MILES  WSW OF LA GRANGE, ON THE NORTH SIDE OF BUCKNER
 DG8021'IN THE LAWN EAST OF THE OLDHAM COUNTY  CAREER CENTER.     STATION IS
 DG8021'LOCATED ON PROPERTY OWNED BY THE OLDHAM COUNTY BOARD OF EDUCATION.
 DG8021'PLEASE KEEP VEHICLES PARKED IN ASPHALT PARKING LOT AND DO NOT SET ANY
 DG8021'STAKES IN LAWN  NEAR THE STATION.     TO REACH FROM THE INTERSECTION
 DG8021'OF KY 146 AND KY 393 IN BUCKNER, GO N ON KY 393 FOR 0.5 MILE  TO
 DG8021'STATION ON LEFT IN LAWN EAST OF THE OLDHAM COUNTY CAREER CENTER.
 DG8021'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED
 DG8021'CONCRETE POST FLUSH  WITH GROUND, 73 FT W FROM CL OF KY 393, 22 FT W
 DG8021'FROM THE OVERHANG OF 'OLDHAM COUNTY  CAREER CENTER' SIGN, 58 FT SE
 DG8021'FROM POWER POLE, AND 130 FT SE FROM NE CORNER OF BRICK  SCHOOL
 DG8021'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8022 ***********************************************************************
 DG8022  FBN         -  This is a Federal Base Network Control Station.
 DG8022  DESIGNATION -  FBN WARD
 DG8022  PID         -  DG8022
 DG8022  STATE/COUNTY-  KY/CHRISTIAN
 DG8022  USGS QUAD   -  CHURCH HILL (1981)
 DG8022
 DG8022                         *CURRENT SURVEY CONTROL
 DG8022  ___________________________________________________________________
 DG8022* NAD 83(1993)-  36 50 03.32695(N)    087 31 43.59972(W)     ADJUSTED  
 DG8022* NAVD 88     -       156.9    (meters)     515.     (feet)  GPS OBS   
 DG8022  ___________________________________________________________________
 DG8022  X           -     220,380.206 (meters)                     COMP
 DG8022  Y           -  -5,106,390.011 (meters)                     COMP
 DG8022  Z           -   3,802,763.934 (meters)                     COMP
 DG8022  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 DG8022  ELLIP HEIGHT-         127.49  (meters)          (11/03/04) GPS OBS
 DG8022  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DG8022
 DG8022  HORZ ORDER  -  A
 DG8022  ELLP ORDER  -  THIRD     CLASS I
 DG8022
 DG8022.The horizontal coordinates were established by GPS observations
 DG8022.and adjusted by the National Geodetic Survey in November 2004..
 DG8022
 DG8022.The orthometric height was determined by GPS observations and a
 DG8022.high-resolution geoid model.
 DG8022
 DG8022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8022
 DG8022.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8022
 DG8022.The ellipsoidal height was determined by GPS observations
 DG8022.and is referenced to NAD 83.
 DG8022
 DG8022.The geoid height was determined by GEOID03.
 DG8022
 DG8022;                    North         East     Units Scale Factor Converg.
 DG8022;SPC KY1Z     - 1,057,108.669 1,341,323.701   MT  1.00006891   -1 05 31.6
 DG8022;SPC KY1Z     - 3,468,197.36  4,400,659.51   sFT  1.00006891   -1 05 31.6
 DG8022;SPC KY S     -   557,083.046   341,337.064   MT  0.99998321   -1 04 43.5
 DG8022;SPC KY S     - 1,827,696.63  1,119,870.02   sFT  0.99998321   -1 04 43.5
 DG8022;UTM  16      - 4,076,616.710   452,849.328   MT  0.99962739   -0 19 01.2
 DG8022
 DG8022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8022!SPC KY1Z     -   0.99997999  x   1.00006891  =   1.00004890
 DG8022!SPC KY S     -   0.99997999  x   0.99998321  =   0.99996320
 DG8022!UTM  16      -   0.99997999  x   0.99962739  =   0.99960739
 DG8022
 DG8022                          SUPERSEDED SURVEY CONTROL
 DG8022
 DG8022.No superseded survey control is available for this station.
 DG8022
 DG8022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5284976617(NAD 83)
 DG8022_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8022_STAMPING: FBN WARD 2002
 DG8022_MARK LOGO: NGS   
 DG8022_PROJECTION: FLUSH
 DG8022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8022+STABILITY: SURFACE MOTION
 DG8022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8022+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8022
 DG8022  HISTORY     - Date     Condition        Report By
 DG8022  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8022
 DG8022                          STATION DESCRIPTION
 DG8022
 DG8022'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8022'LOCATED IN CHRISTIAN CO., 61 MILES ESE OF PADUCAH, 34 MILES S OF
 DG8022'MADISONVILLE, 14 MILES  NNW OF FORT CAMPBELL, ON THE SW SIDE OF
 DG8022'HOPKINSVILLE.     STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY
 DG8022'KYTC.     TO REACH FROM THE SOUTHERN TERMINUS OF THE PENNYRILE PARKWAY
 DG8022'AT US 41A, GO S ON US  41A FOR 0.7 MILE TO US 68 BYPASS, TURN RIGHT
 DG8022'AND TRAVEL W THEN NW ON US 68 BYPASS FOR 3.8  MILES TO INTERSECTION
 DG8022'WITH KY 695 (COX MILL RD), AND MARK ON TOP OF HILL TO THE RIGHT, N OF
 DG8022'US 68 BYPASS AND E OF KY 695.     STATION IS AN NGS HORIZONTAL DISK
 DG8022'SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND, 20 M
 DG8022'NE FROM WHITE STRIPE OF RIGHT TURN LANE FOR US 68 BYPASS, 17.1 M SE OF
 DG8022'UTILITY POLE, AND 3.8 M SW FROM WESTERN CORNER OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8023 ***********************************************************************
 DG8023  FBN         -  This is a Federal Base Network Control Station.
 DG8023  DESIGNATION -  FBN WASTOG
 DG8023  PID         -  DG8023
 DG8023  STATE/COUNTY-  KY/SHELBY
 DG8023  USGS QUAD   -  SHELBYVILLE (1993)
 DG8023
 DG8023                         *CURRENT SURVEY CONTROL
 DG8023  ___________________________________________________________________
 DG8023* NAD 83(1993)-  38 10 17.15132(N)    085 09 18.14537(W)     ADJUSTED  
 DG8023* NAVD 88     -       251.7    (meters)     826.     (feet)  GPS OBS   
 DG8023  ___________________________________________________________________
 DG8023  X           -     424,060.904 (meters)                     COMP
 DG8023  Y           -  -5,002,923.214 (meters)                     COMP
 DG8023  Z           -   3,920,555.920 (meters)                     COMP
 DG8023  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DG8023  ELLIP HEIGHT-         218.17  (meters)          (11/03/04) GPS OBS
 DG8023  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DG8023
 DG8023  HORZ ORDER  -  A
 DG8023  ELLP ORDER  -  THIRD     CLASS I
 DG8023
 DG8023.The horizontal coordinates were established by GPS observations
 DG8023.and adjusted by the National Geodetic Survey in November 2004..
 DG8023
 DG8023.The orthometric height was determined by GPS observations and a
 DG8023.high-resolution geoid model.
 DG8023
 DG8023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8023
 DG8023.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8023
 DG8023.The ellipsoidal height was determined by GPS observations
 DG8023.and is referenced to NAD 83.
 DG8023
 DG8023.The geoid height was determined by GEOID03.
 DG8023
 DG8023;                    North         East     Units Scale Factor Converg.
 DG8023;SPC KY1Z     - 1,204,163.927 1,552,130.265   MT  0.99991816   +0 21 55.0
 DG8023;SPC KY1Z     - 3,950,661.15  5,092,280.71   sFT  0.99991816   +0 21 55.0
 DG8023;SPC KY N     -    74,916.099   420,696.714   MT  0.99997533   -0 33 46.8
 DG8023;SPC KY N     -   245,787.23  1,380,235.80   sFT  0.99997533   -0 33 46.8
 DG8023;UTM  16      - 4,226,444.303   661,611.383   MT  0.99992167   +1 08 25.7
 DG8023
 DG8023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8023!SPC KY1Z     -   0.99996577  x   0.99991816  =   0.99988393
 DG8023!SPC KY N     -   0.99996577  x   0.99997533  =   0.99994110
 DG8023!UTM  16      -   0.99996577  x   0.99992167  =   0.99988744
 DG8023
 DG8023                          SUPERSEDED SURVEY CONTROL
 DG8023
 DG8023.No superseded survey control is available for this station.
 DG8023
 DG8023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6161126444(NAD 83)
 DG8023_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8023_STAMPING: FBN WASTOG 2002
 DG8023_MARK LOGO: NGS   
 DG8023_PROJECTION: FLUSH
 DG8023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8023+STABILITY: SURFACE MOTION
 DG8023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8023+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8023
 DG8023  HISTORY     - Date     Condition        Report By
 DG8023  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8023
 DG8023                          STATION DESCRIPTION
 DG8023
 DG8023'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8023'LOCATED IN SHELBY CO., 33 MILE ESE OF LOUISVILLE, 15 MILES WSW OF
 DG8023'FRANKFORT, 4.6 MILES SE  OF SHELBYVILLE, NEAR MILE MARKER 38.4 OF
 DG8023'I-64, IN MEDIAN BETWEEN EASTBOUND AND  WESTBOUND LANES ADJACENT TO
 DG8023'WEIGH STATIONS.     STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY
 DG8023'KYTC.     TO REACH FROM THE INTERSECTION OF I-64 (EXIT 35) AND KY 53
 DG8023'(MOUNT EDEN RD), GO E ON I-64 FOR  3.2 MILES TO THE WEIGH STATION ON
 DG8023'RIGHT AND MONUMENT IN MEDIAN IN LINE WITH EASTBOUND  AND WESTBOUND
 DG8023'WEIGH STATION BUILDINGS.     STATION IS AN NGS HORIZONTAL DISK SET IN
 DG8023'A 10 IN DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND, 79 FT N FROM
 DG8023'EASTBOUND I-64 EDGE OF CONCRETE, 82 FT S FROM WESTBOUND I-64  EDGE OF
 DG8023'CONCRETE, AND 288 FT WNW FROM A 12 INCH MAPLE TREE IN MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8024 ***********************************************************************
 DG8024  FBN         -  This is a Federal Base Network Control Station.
 DG8024  DESIGNATION -  FBN WHITLEY
 DG8024  PID         -  DG8024
 DG8024  STATE/COUNTY-  KY/GARRARD
 DG8024  USGS QUAD   -  LANCASTER (1979)
 DG8024
 DG8024                         *CURRENT SURVEY CONTROL
 DG8024  ___________________________________________________________________
 DG8024* NAD 83(1993)-  37 36 00.21109(N)    084 34 07.82354(W)     ADJUSTED  
 DG8024* NAVD 88     -       288.2    (meters)     946.     (feet)  GPS OBS   
 DG8024  ___________________________________________________________________
 DG8024  X           -     478,912.459 (meters)                     COMP
 DG8024  Y           -  -5,037,124.083 (meters)                     COMP
 DG8024  Z           -   3,870,524.924 (meters)                     COMP
 DG8024  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 DG8024  ELLIP HEIGHT-         256.17  (meters)          (11/03/04) GPS OBS
 DG8024  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DG8024
 DG8024  HORZ ORDER  -  A
 DG8024  ELLP ORDER  -  THIRD     CLASS I
 DG8024
 DG8024.The horizontal coordinates were established by GPS observations
 DG8024.and adjusted by the National Geodetic Survey in November 2004..
 DG8024
 DG8024.The orthometric height was determined by GPS observations and a
 DG8024.high-resolution geoid model.
 DG8024
 DG8024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8024
 DG8024.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8024
 DG8024.The ellipsoidal height was determined by GPS observations
 DG8024.and is referenced to NAD 83.
 DG8024
 DG8024.The geoid height was determined by GEOID03.
 DG8024
 DG8024;                    North         East     Units Scale Factor Converg.
 DG8024;SPC KY1Z     - 1,141,244.465 1,604,293.589   MT  0.99991651   +0 43 30.7
 DG8024;SPC KY1Z     - 3,744,232.88  5,263,419.88   sFT  0.99991651   +0 43 30.7
 DG8024;SPC KY S     -   641,227.438   604,297.790   MT  0.99995614   +0 42 58.8
 DG8024;SPC KY S     - 2,103,760.35  1,982,600.33   sFT  0.99995614   +0 42 58.8
 DG8024;UTM  16      - 4,164,221.362   714,619.962   MT  1.00016739   +1 29 02.1
 DG8024
 DG8024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8024!SPC KY1Z     -   0.99995980  x   0.99991651  =   0.99987632
 DG8024!SPC KY S     -   0.99995980  x   0.99995614  =   0.99991594
 DG8024!UTM  16      -   0.99995980  x   1.00016739  =   1.00012719
 DG8024
 DG8024                          SUPERSEDED SURVEY CONTROL
 DG8024
 DG8024.No superseded survey control is available for this station.
 DG8024
 DG8024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1462064221(NAD 83)
 DG8024_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8024_STAMPING: FBN WHITLEY 2002
 DG8024_MARK LOGO: NGS   
 DG8024_PROJECTION: FLUSH
 DG8024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8024+STABILITY: SURFACE MOTION
 DG8024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8024+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8024
 DG8024  HISTORY     - Date     Condition        Report By
 DG8024  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8024
 DG8024                          STATION DESCRIPTION
 DG8024
 DG8024'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8024'LOCATED IN GARRARD CO., 18 MILES SW OF RICHMOND, 11.5 MILES ESE OF
 DG8024'DANVILLE, 7 MILES NE  OF STANFORD, ON SE SIDE OF LANCASTER.
 DG8024'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC.     TO REACH
 DG8024'FROM THE INTERSECTION OF US 27 AND KY 39 ON S SIDE OF LANCASTER, GO SE
 DG8024'ON KY 39  FOR 0.8 MILES, PAST KYTC DISTRICT 7 OUTPOST ENTANCE DRIVE,
 DG8024'TO STATION ON THE RIGHT.      STATION IS AN NGS HORIZONTAL DISK SET IN
 DG8024'A 10 IN DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND, 59 FT SW
 DG8024'FROM CL OF KY 39, 22 FT SE FROM UTILITY POLE 22126-6899, 138.7 FT E
 DG8024'FROM FLAGPOLE IN FRONT OF KYTC DISTICT BUILDING, 50.7 FT SSE FROM
 DG8024'HEADWALL, AND 24.5 FT SE  FROM CORNER OF CHAINLINK FENCE AROUND KYTC
 DG8024'FACILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8025 ***********************************************************************
 DG8025  FBN         -  This is a Federal Base Network Control Station.
 DG8025  DESIGNATION -  FBN WILBURN
 DG8025  PID         -  DG8025
 DG8025  STATE/COUNTY-  KY/ELLIOTT
 DG8025  USGS QUAD   -  BRUIN (1978)
 DG8025
 DG8025                         *CURRENT SURVEY CONTROL
 DG8025  ___________________________________________________________________
 DG8025* NAD 83(1993)-  38 08 01.31864(N)    083 05 32.51861(W)     ADJUSTED  
 DG8025* NAVD 88     -       248.1    (meters)     814.     (feet)  GPS OBS   
 DG8025  ___________________________________________________________________
 DG8025  X           -     604,165.681 (meters)                     COMP
 DG8025  Y           -  -4,986,985.087 (meters)                     COMP
 DG8025  Z           -   3,917,260.809 (meters)                     COMP
 DG8025  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DG8025  ELLIP HEIGHT-         215.63  (meters)          (11/03/04) GPS OBS
 DG8025  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DG8025
 DG8025  HORZ ORDER  -  A
 DG8025  ELLP ORDER  -  THIRD     CLASS I
 DG8025
 DG8025.The horizontal coordinates were established by GPS observations
 DG8025.and adjusted by the National Geodetic Survey in November 2004..
 DG8025
 DG8025.The orthometric height was determined by GPS observations and a
 DG8025.high-resolution geoid model.
 DG8025
 DG8025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8025
 DG8025.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8025
 DG8025.The ellipsoidal height was determined by GPS observations
 DG8025.and is referenced to NAD 83.
 DG8025
 DG8025.The geoid height was determined by GEOID03.
 DG8025
 DG8025;                    North         East     Units Scale Factor Converg.
 DG8025;SPC KY1Z     - 1,203,127.189 1,732,950.782   MT  0.99991499   +1 37 54.1
 DG8025;SPC KY1Z     - 3,947,259.79  5,685,522.69   sFT  0.99991499   +1 37 54.1
 DG8025;SPC KY N     -    70,976.208   601,488.131   MT  0.99997893   +0 43 12.5
 DG8025;SPC KY N     -   232,861.11  1,973,382.31   sFT  0.99997893   +0 43 12.5
 DG8025;UTM  17      - 4,222,717.588   316,620.079   MT  1.00001418   -1 17 32.6
 DG8025
 DG8025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8025!SPC KY1Z     -   0.99996617  x   0.99991499  =   0.99988116
 DG8025!SPC KY N     -   0.99996617  x   0.99997893  =   0.99994510
 DG8025!UTM  17      -   0.99996617  x   1.00001418  =   0.99998035
 DG8025
 DG8025                          SUPERSEDED SURVEY CONTROL
 DG8025
 DG8025.No superseded survey control is available for this station.
 DG8025
 DG8025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC1662022718(NAD 83)
 DG8025_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8025_SETTING: 66 = SET IN ROCK OUTCROP
 DG8025_STAMPING: FBN WILBURN 2002
 DG8025_MARK LOGO: NGS   
 DG8025_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG8025+STABILITY: POSITION/ELEVATION WELL
 DG8025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8025+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8025
 DG8025  HISTORY     - Date     Condition        Report By
 DG8025  HISTORY     - 20021112 MONUMENTED       KYTC
 DG8025
 DG8025                          STATION DESCRIPTION
 DG8025
 DG8025'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM)
 DG8025'LOCATED IN ELLIOTT CO., 22 MILES SE OF MOREHEAD, 26 MILES W OF LOUISA,
 DG8025'3 MILES NW OF  SANDY HOOK, NEAR LAKESIDE ELEMENTARY SCHOOL IN
 DG8025'NEWFOUNDLAND.     STATION IS LOCATED ON PROPERTY OWNED BY ELLIOT
 DG8025'COUNTY BOARD OF EDUCATION.     TO REACH FROM THE INTERSECTION OF KY 32
 DG8025'AND KY 7 IN NEWFOUNDLAND, GO E O.4 MILE ON KY 7  TO LAKESIDE
 DG8025'ELEMENTARY SCHOOL ENTRANCE ON RIGHT.  STATION IS IN BEDROCK AT TOP OF
 DG8025'SLOPE  BETWEEN KY 7 AND SCHOOL YARD.     STATION IS AN NGS HORIZONTAL
 DG8025'DISK SET IN A DRILL HOLE IN BEDROCK FLUSH WITH SURROUNDING  GROUND,
 DG8025'41.1 M SE FROM SE CORNER OF BRICK SCHOOL SIGN, 16,.7 M W FROM POWER
 DG8025'POLE, 128.8 M  N FROM NE CORNER OF SCHOOL BUILDING, 43.8 M W FROM
 DG8025'FRNCELINE, AND 1.2 M S FROM WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2513 ***********************************************************************
 GC2513  DESIGNATION -  FEARS
 GC2513  PID         -  GC2513
 GC2513  STATE/COUNTY-  KY/CHRISTIAN
 GC2513  USGS QUAD   -  KELLY (1993)
 GC2513
 GC2513                         *CURRENT SURVEY CONTROL
 GC2513  ___________________________________________________________________
 GC2513* NAD 83(1993)-  36 57 01.17942(N)    087 24 28.01443(W)     ADJUSTED  
 GC2513* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 GC2513  ___________________________________________________________________
 GC2513  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 GC2513  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2513
 GC2513  HORZ ORDER  -  SECOND
 GC2513
 GC2513.The horizontal coordinates were established by classical geodetic methods
 GC2513.and adjusted by the National Geodetic Survey in December 1995..
 GC2513
 GC2513.The orthometric height was scaled from a topographic map.
 GC2513
 GC2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2513
 GC2513.The geoid height was determined by GEOID03.
 GC2513
 GC2513;                    North         East     Units Scale Factor Converg.
 GC2513;SPC KY1Z     - 1,069,789.518 1,352,344.814   MT  1.00003448   -1 01 04.1
 GC2513;SPC KY1Z     - 3,509,801.11  4,436,817.94   sFT  1.00003448   -1 01 04.1
 GC2513;SPC KY S     -   569,765.407   352,354.485   MT  0.99996770   -1 00 19.4
 GC2513;SPC KY S     - 1,869,305.34  1,156,016.34   sFT  0.99996770   -1 00 19.4
 GC2513;UTM  16      - 4,089,439.740   463,693.507   MT  0.99961624   -0 14 42.5
 GC2513
 GC2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2513!SPC KY1Z     -   0.99996636  x   1.00003448  =   1.00000084
 GC2513!SPC KY S     -   0.99996636  x   0.99996770  =   0.99993406
 GC2513!UTM  16      -   0.99996636  x   0.99961624  =   0.99958262
 GC2513
 GC2513|---------------------------------------------------------------------|
 GC2513| PID    Reference Object                     Distance      Geod. Az  |
 GC2513|                                                           dddmmss.s |
 GC2513| CG5781 FEARS RM 1                           28.456 METERS 20337     |
 GC2513| GC1240 HOPKINSVILLE 2                      APPROX.11.8 KM 2114022.4 |
 GC2513| GC2506 HOPKINSVILLE TVA STEAM PLT STK      APPROX.10.7 KM 2160751.5 |
 GC2513| GC2647 HOPKINSVILLE RADIO WHOP MAST        APPROX.12.0 KM 2304033.3 |
 GC2513| GC2516 51 JWM                              189.049 METERS 28808     |
 GC2513| CG5782 FEARS RM 2                           26.759 METERS 29558     |
 GC2513|---------------------------------------------------------------------|
 GC2513
 GC2513                          SUPERSEDED SURVEY CONTROL
 GC2513
 GC2513  NAD 83(1986)-  36 57 01.18908(N)    087 24 28.01789(W) AD(       ) 2
 GC2513  NAD 27      -  36 57 01.04000(N)    087 24 28.02000(W) AD(       ) 2
 GC2513
 GC2513.Superseded values are not recommended for survey control.
 GC2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2513.See file dsdata.txt to determine how the superseded data were derived.
 GC2513
 GC2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6369489440(NAD 83)
 GC2513_MARKER: DS = TRIANGULATION STATION DISK
 GC2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2513
 GC2513  HISTORY     - Date     Condition        Report By
 GC2513  HISTORY     - 1952     MONUMENTED       CGS
 GC2513
 GC2513                          STATION DESCRIPTION
 GC2513
 GC2513'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2513'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF HOPKINSVILLE AND 0.1
 GC2513'MILE EAST OF STATE HIGHWAY 107 ON THE HIGHEST POINT OF A SMALL HILL
 GC2513'IN A PASTURE AND ON LAND OWNED BY MR. CLARENCE SPURLING. IT IS 48
 GC2513'FEET SOUTHWEST OF A TRIANGULAR BLAZED 4 INCH OAK TREE, 35 FEET SOUTH
 GC2513'OF THE CENTER OF GRAVEL ROAD, 20 FEET SOUTH OF FENCE LINE AND A WHITE
 GC2513'WITNESS POST. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GC2513'FEARS 1952.
 GC2513'
 GC2513'REFERENCE MARK NO. 1 IS SET IN THE OPEN PASTURE. THE MARK PROJECTS 4
 GC2513'INCHES AND THE DISK IS STAMPED FEARS NO 1 1952.
 GC2513'
 GC2513'REFERENCE MARK NO. 2 IS 15 FEET SOUTH OF THE CENTER OF GRAVEL ROAD
 GC2513'AND 1 FOOT SOUTH OF FENCE LINE. THE MARK PROJECTS 4 INCHES AND THE
 GC2513'DISK IS STAMPED FEARS NO 2 1952.
 GC2513'
 GC2513'51 JWM (USGS) BM WAS USED AS THE AZIMUTH MARK. IT IS 20 FEET WEST OF
 GC2513'THE CENTER OF STATE HIGHWAY 107, 5 FEET EAST OF A FENCE LINE AND 3
 GC2513'FEET EAST OF A POWER LINE POLE. THE MARK IS A 6X6 INCH CONCRETE POST
 GC2513'PROJECTING 6 INCHES AND THE DISK IS A STANDARD U.S. GEOLOGICAL
 GC2513'SURVEY BENCH MARK STAMPED 51 JWM 1949 767 (FEET ABOVE SEA LEVEL).
 GC2513'
 GC2513'TO REACH THE STATION FROM THE POST OFFICE IN HOPKINSVILLE, GO EAST ON
 GC2513'9TH STREET FOR 1 BLOCK TO CLAY STREET, TURN LEFT ON CLAY STREET AND
 GC2513'GO 2 BLOCKS TO 7TH STREET, TURN RIGHT AND GO NORTH ON 7TH STREET FOR
 GC2513'1.05 MILES TO WHERE STATE HIGHWAY 107 MAKES A LEFT TURN, TURN
 GC2513'LEFT AND FOLLOW STATE HIGHWAY 107 NORTH FOR 6.7 MILES TO SIDE ROAD
 GC2513'RIGHT AND 51 JWM (USGS) BM ON THE LEFT AS DESCRIBED, TURN
 GC2513'RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.1 MILE TO TOP OF SMALL HILL
 GC2513'AND STATION JUST SOUTH OF FENCE LINE AS DESCRIBED.
 GC2513'
 GC2513'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1656 ***********************************************************************
 HA1656  DESIGNATION -  FELKER
 HA1656  PID         -  HA1656
 HA1656  STATE/COUNTY-  KY/CALDWELL
 HA1656  USGS QUAD   -  DALTON (1954)
 HA1656
 HA1656                         *CURRENT SURVEY CONTROL
 HA1656  ___________________________________________________________________
 HA1656* NAD 83(1993)-  37 17 46.88693(N)    087 48 59.24310(W)     ADJUSTED  
 HA1656* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 HA1656  ___________________________________________________________________
 HA1656  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 HA1656  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HA1656
 HA1656  HORZ ORDER  -  THIRD
 HA1656
 HA1656.The horizontal coordinates were established by classical geodetic methods
 HA1656.and adjusted by the National Geodetic Survey in December 1995..
 HA1656
 HA1656.The orthometric height was scaled from a topographic map.
 HA1656
 HA1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1656
 HA1656.The geoid height was determined by GEOID03.
 HA1656
 HA1656;                    North         East     Units Scale Factor Converg.
 HA1656;SPC KY1Z     - 1,108,908.485 1,316,800.656   MT  0.99995584   -1 16 07.4
 HA1656;SPC KY1Z     - 3,638,143.92  4,320,203.49   sFT  0.99995584   -1 16 07.4
 HA1656;SPC KY S     -   608,874.207   316,802.165   MT  0.99994562   -1 15 11.6
 HA1656;SPC KY S     - 1,997,614.79  1,039,375.10   sFT  0.99994562   -1 15 11.6
 HA1656;UTM  16      - 4,128,061.514   427,637.172   MT  0.99966450   -0 29 41.1
 HA1656
 HA1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1656!SPC KY1Z     -   0.99997955  x   0.99995584  =   0.99993539
 HA1656!SPC KY S     -   0.99997955  x   0.99994562  =   0.99992517
 HA1656!UTM  16      -   0.99997955  x   0.99966450  =   0.99964406
 HA1656
 HA1656|---------------------------------------------------------------------|
 HA1656| PID    Reference Object                     Distance      Geod. Az  |
 HA1656|                                                           dddmmss.s |
 HA1656| CG8644 FELKER RM 1                           4.908 METERS 05628     |
 HA1656| CG8643 FELKER AZ MK                                       2720755.6 |
 HA1656| CG8645 FELKER RM 2                           6.917 METERS 30916     |
 HA1656|---------------------------------------------------------------------|
 HA1656
 HA1656                          SUPERSEDED SURVEY CONTROL
 HA1656
 HA1656  NAD 83(1986)-  37 17 46.89568(N)    087 48 59.24641(W) AD(       ) 3
 HA1656  NAD 27      -  37 17 46.73130(N)    087 48 59.20884(W) AD(       ) 3
 HA1656
 HA1656.Superseded values are not recommended for survey control.
 HA1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1656.See file dsdata.txt to determine how the superseded data were derived.
 HA1656
 HA1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2763728062(NAD 83)
 HA1656_MARKER: DS = TRIANGULATION STATION DISK
 HA1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1656_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1656
 HA1656  HISTORY     - Date     Condition        Report By
 HA1656  HISTORY     - 1962     MONUMENTED       CGS
 HA1656  HISTORY     - 20021022 MARK NOT FOUND   PENRIL
 HA1656
 HA1656                          STATION DESCRIPTION
 HA1656
 HA1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1656'THE STATION IS ABOUT 7 MILES SOUTH AND 3 MILES WEST OF PROVIDENCE,
 HA1656'ABOUT 3-1/2 MILES WEST OF DALTON AND ON THE PROPERTY OF MR. BENNIE
 HA1656'FELKER.  IT IS 91 FEET WEST OF THE SOUTHWEST CORNER OF A BARN, 36
 HA1656'FEET SOUTHWEST OF A 24 INCH WALNUT TREE, 28 FEET NORTH OF THE
 HA1656'CENTERLINE OF A GRAVELED ROAD, 17 FEET SOUTHWEST OF A WITNESS POST
 HA1656'AND 12 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 2
 HA1656'INCHES AND THE DISK IS STAMPED FELKER 1962.
 HA1656'
 HA1656'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 85, 109, 120 AND 293
 HA1656'NEAR THE CENTER OF PROVIDENCE, GO EAST ON HIGHWAY 293 FOR 0.05 MILE
 HA1656'TO A CROSS STREET.  TURN RIGHT AND GO SOUTHERLY ON HIGHWAY 293 FOR
 HA1656'4.6 MILES TO THE BRIDGE OVER CLEAR CREEK.  CONTINUE SOUTHERLY ON
 HA1656'HIGHWAY 293 FOR 1.9 MILES TO THE CALDWELL COUNTY LINE.  CONTINUE
 HA1656'SOUTHERLY ON HIGHWAY 293 FOR 1.5 MILES TO A SIDE ROAD RIGHT.  TURN
 HA1656'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON
 HA1656'THE RIGHT.
 HA1656'
 HA1656'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 HA1656'ROAD FOR 0.2 MILE TO THE TOP OF A HILL AND THE AZIMUTH MARK ON
 HA1656'THE LEFT.
 HA1656'
 HA1656'REFERENCE MARK 1 IS 40 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 HA1656'ROAD, 21 FEET SOUTH OF THE 24 INCH WALNUT TREE, 1 FOOT SOUTH OF
 HA1656'THE WIRE FENCE AND 1 FOOT WEST OF THE WITNESS POST.  THE MONUMENT
 HA1656'PROJECTS 2 INCHES AND THE DISK IS STAMPED FELKER NO 1 1962.
 HA1656'
 HA1656'REFERENCE MARK 2 IS 40 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 HA1656'ROAD, 33 FEET WEST OF THE WITNESS POST AND 2 FEET SOUTHEAST OF A
 HA1656'FENCE CORNER.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HA1656'FELKER NO 2 1962.
 HA1656'
 HA1656'THE AZIMUTH MARK IS 40 FEET WEST OF A POWER POLE, 24 FEET SOUTH OF
 HA1656'THE CENTERLINE OF THE GRAVELED ROAD AND 2 FEET SOUTH OF A WITNESS
 HA1656'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED FELKER
 HA1656'1962.
 HA1656'
 HA1656'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HA1656
 HA1656                          STATION RECOVERY (2002)
 HA1656
 HA1656'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2002 (RL)
 HA1656'APPEARS TO HAVE BEEN DUG OUT - NO TRACE OF MARK FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2507 ***********************************************************************
 HY2507  DESIGNATION -  FERNLEAF
 HY2507  PID         -  HY2507
 HY2507  STATE/COUNTY-  KY/MASON
 HY2507  USGS QUAD   -  GERMANTOWN (1952)
 HY2507
 HY2507                         *CURRENT SURVEY CONTROL
 HY2507  ___________________________________________________________________
 HY2507* NAD 83(1993)-  38 39 11.44012(N)    083 55 11.14534(W)     ADJUSTED  
 HY2507* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 HY2507  ___________________________________________________________________
 HY2507  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 HY2507  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HY2507
 HY2507  HORZ ORDER  -  THIRD
 HY2507
 HY2507.The horizontal coordinates were established by classical geodetic methods
 HY2507.and adjusted by the National Geodetic Survey in April 1998..
 HY2507
 HY2507.The orthometric height was scaled from a topographic map.
 HY2507
 HY2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2507
 HY2507.The geoid height was determined by GEOID03.
 HY2507
 HY2507;                    North         East     Units Scale Factor Converg.
 HY2507;SPC KY1Z     - 1,259,033.364 1,659,307.248   MT  0.99999678   +1 07 25.3
 HY2507;SPC KY1Z     - 4,130,678.63  5,443,910.53   sFT  0.99999678   +1 07 25.3
 HY2507;SPC KY N     -   128,052.133   528,745.409   MT  0.99996733   +0 12 19.5
 HY2507;SPC KY N     -   420,117.71  1,734,725.56   sFT  0.99996733   +0 12 19.5
 HY2507;SPC OH S     -    73,484.045   476,415.943   MT  1.00001672   -0 54 03.1
 HY2507;UTM  17      - 4,282,336.102   245,918.611   MT  1.00039506   -1 49 28.8
 HY2507;UTM  16      - 4,282,793.323   768,049.011   MT  1.00048489   +1 55 30.3
 HY2507
 HY2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2507!SPC KY1Z     -   0.99995917  x   0.99999678  =   0.99995595
 HY2507!SPC KY N     -   0.99995917  x   0.99996733  =   0.99992650
 HY2507!SPC OH S     -   0.99995917  x   1.00001672  =   0.99997589
 HY2507!UTM  17      -   0.99995917  x   1.00039506  =   1.00035421
 HY2507!UTM  16      -   0.99995917  x   1.00048489  =   1.00044404
 HY2507
 HY2507:                Primary Azimuth Mark                     Grid Az
 HY2507:SPC KY1Z     -  FERNLEAF AZ MK                           028 21 36.0
 HY2507:SPC KY N     -  FERNLEAF AZ MK                           029 16 41.8
 HY2507:SPC OH S     -  FERNLEAF AZ MK                           030 23 04.4
 HY2507:UTM  17      -  FERNLEAF AZ MK                           031 18 30.1
 HY2507:UTM  16      -  FERNLEAF AZ MK                           027 33 31.0
 HY2507
 HY2507|---------------------------------------------------------------------|
 HY2507| PID    Reference Object                     Distance      Geod. Az  |
 HY2507|                                                           dddmmss.s |
 HY2507| DB9322 FERNLEAF AZ MK                                     0292901.3 |
 HY2507| DB9324 FERNLEAF RM 2                        11.655 METERS 08306     |
 HY2507| HY2504 ELLIS                               APPROX. 5.9 KM 2464156.7 |
 HY2507| DB9323 FERNLEAF RM 1                         9.523 METERS 34618     |
 HY2507|---------------------------------------------------------------------|
 HY2507
 HY2507                          SUPERSEDED SURVEY CONTROL
 HY2507
 HY2507  NAD 83(1993)-  38 39 11.44082(N)    083 55 11.14590(W) AD(       ) 3
 HY2507  NAD 83(1986)-  38 39 11.44724(N)    083 55 11.15498(W) AD(       ) 3
 HY2507  NAD 27      -  38 39 11.17900(N)    083 55 11.41800(W) AD(       ) 3
 HY2507
 HY2507.Superseded values are not recommended for survey control.
 HY2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2507.See file dsdata.txt to determine how the superseded data were derived.
 HY2507
 HY2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4591982336(NAD 83)
 HY2507_MARKER: DS = TRIANGULATION STATION DISK
 HY2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2507
 HY2507  HISTORY     - Date     Condition        Report By
 HY2507  HISTORY     - 1953     MONUMENTED       CGS
 HY2507
 HY2507                          STATION DESCRIPTION
 HY2507
 HY2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2507'STATION IS LOCATED ABOUT 8 MILES WEST OF MAYSVILLE AND ON HIGHWAY
 HY2507'PROPERTY.  IT IS 19 FEET WEST OF THE CENTER OF A PAVED ROAD, 4 FEET
 HY2507'NORTHEAST OF A WHITE WITNESS POST AND 3 FEET EAST OF A FENCE LINE.
 HY2507'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED FERNLEAF 1953.
 HY2507'
 HY2507'REFERENCE MARK NO.1 IS 20 FEET WEST OF THE CENTER OF THE PAVED ROAD
 HY2507'AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 HY2507'STAMPED FERNLEAF NO 1 1953.
 HY2507'
 HY2507'REFERENCE MARK NO.2 IS 18 FEET EAST OF THE CENTER OF THE PAVED ROAD
 HY2507'AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 HY2507'STAMPED FERNLEAF NO 2 1953.
 HY2507'
 HY2507'AZIMUTH MARK IS 32 FEET EAST OF A TELEPHONE POLE, 29 FEET NORTH OF
 HY2507'THE CENTER OF STATE HIGHWAY 10, 2 FEET WEST OF A WHITE WITNESS POST
 HY2507'AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND
 HY2507'THE DISK IS STAMPED FERNLEAF 1953.
 HY2507'
 HY2507'TO REACH THE STATION FROM THE JUNCTION OF SECOND STREET (STATE
 HY2507'HIGHWAY 10) AND MARKET STREET IN THE BUSINESS SECTION OF MAYSVILLE,
 HY2507'GO WEST ON SECOND STREET (STATE HIGHWAY 10) FOR 10.1 MILE TO THE
 HY2507'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST ON HIGHWAY 10
 HY2507'FOR 0.1 MILE TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR
 HY2507'0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 HY2507'
 HY2507'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2691 ***********************************************************************
 GZ2691  DESIGNATION -  FERRIELL RESET
 GZ2691  PID         -  GZ2691
 GZ2691  STATE/COUNTY-  KY/MARION
 GZ2691  USGS QUAD   -  RAYWICK (1987)
 GZ2691
 GZ2691                         *CURRENT SURVEY CONTROL
 GZ2691  ___________________________________________________________________
 GZ2691* NAD 83(1993)-  37 37 25.54200(N)    085 26 16.41232(W)     ADJUSTED  
 GZ2691* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 GZ2691  ___________________________________________________________________
 GZ2691  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GZ2691  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 GZ2691
 GZ2691  HORZ ORDER  -  FIRST
 GZ2691
 GZ2691.The horizontal coordinates were established by classical geodetic methods
 GZ2691.and adjusted by the National Geodetic Survey in December 1995..
 GZ2691
 GZ2691.The orthometric height was scaled from a topographic map.
 GZ2691
 GZ2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2691
 GZ2691.The geoid height was determined by GEOID03.
 GZ2691
 GZ2691;                    North         East     Units Scale Factor Converg.
 GZ2691;SPC KY1Z     - 1,143,261.067 1,527,550.243   MT  0.99991461   +0 11 29.8
 GZ2691;SPC KY1Z     - 3,750,849.02  5,011,637.76   sFT  0.99991461   +0 11 29.8
 GZ2691;SPC KY S     -   643,251.624   527,551.443   MT  0.99995814   +0 11 21.4
 GZ2691;SPC KY S     - 2,110,401.37  1,730,808.36   sFT  0.99995814   +0 11 21.4
 GZ2691;UTM  16      - 4,165,219.283   637,850.996   MT  0.99983407   +0 57 13.6
 GZ2691
 GZ2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2691!SPC KY1Z     -   0.99995454  x   0.99991461  =   0.99986915
 GZ2691!SPC KY S     -   0.99995454  x   0.99995814  =   0.99991268
 GZ2691!UTM  16      -   0.99995454  x   0.99983407  =   0.99978862
 GZ2691
 GZ2691:                Primary Azimuth Mark                     Grid Az
 GZ2691:SPC KY1Z     -  FERRIELL RM 1 AZIMUTH                    049 26 21.5
 GZ2691:SPC KY S     -  FERRIELL RM 1 AZIMUTH                    049 26 29.9
 GZ2691:UTM  16      -  FERRIELL RM 1 AZIMUTH                    048 40 37.7
 GZ2691
 GZ2691|---------------------------------------------------------------------|
 GZ2691| PID    Reference Object                     Distance      Geod. Az  |
 GZ2691|                                                           dddmmss.s |
 GZ2691| CG8652 FERRIELL RM 1 AZIMUTH                              0493751.3 |
 GZ2691| CG8653 FERRIELL RM 2                        26.975 METERS 15609     |
 GZ2691| CG8654 FERRIELL RM 2 RESET                   5.356 METERS 16438     |
 GZ2691| CG8656 FERRIELL RM 4                                      28523     |
 GZ2691| GZ2789 GETHSEMANE TRAPPIST MONAST TK       APPROX. 9.1 KM 2993458.7 |
 GZ2691| GZ2788 GETHSEMANE TRAPPIST MONAST SP       APPROX. 9.2 KM 2993711.2 |
 GZ2691| GZ2792 WILLETT 2 RESET                     APPROX.11.3 KM 3133053.9 |
 GZ2691| CG8655 FERRIELL RM 3                        13.747 METERS 32042     |
 GZ2691|---------------------------------------------------------------------|
 GZ2691
 GZ2691                          SUPERSEDED SURVEY CONTROL
 GZ2691
 GZ2691  NAD 83(1986)-  37 37 25.55024(N)    085 26 16.42082(W) AD(       ) 1
 GZ2691  NAD 27      -  37 37 25.32200(N)    085 26 16.56700(W) AD(       ) 1
 GZ2691
 GZ2691.Superseded values are not recommended for survey control.
 GZ2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2691.See file dsdata.txt to determine how the superseded data were derived.
 GZ2691
 GZ2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG3785165219(NAD 83)
 GZ2691_MARKER: H = DRILL HOLE
 GZ2691_SETTING: 80 = SET IN A BOULDER
 GZ2691
 GZ2691  HISTORY     - Date     Condition        Report By
 GZ2691  HISTORY     - 1883     MONUMENTED       CGS
 GZ2691  HISTORY     - 1928     GOOD             CGS
 GZ2691  HISTORY     - 1929     GOOD             CGS
 GZ2691  HISTORY     - 1933     GOOD             CGS
 GZ2691  HISTORY     - 1951     GOOD             CGS
 GZ2691
 GZ2691                          STATION DESCRIPTION
 GZ2691
 GZ2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (JFP)
 GZ2691'ABOUT 1/2 MILE SOUTHWEST OF CHICAGO, ON THE TOP OF A HILL OVERLOOKING
 GZ2691'THE VILLAGE, ON LAND BELONGING TO MR. FERRIELL.
 GZ2691'THREE REFERENCE MARKS, EACH CONSISTING
 GZ2691'OF A BOULDER WITH AN ARROW POINTING TOWARD THE STATION CUT IN THE
 GZ2691'UPPER SURFACE, ARE 1.83 METERS FROM THE STATION, NORTH, EAST, AND
 GZ2691'WEST, RESPECTIVELY.
 GZ2691
 GZ2691                          STATION RECOVERY (1928)
 GZ2691
 GZ2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (WM)
 GZ2691'REVISED DESCRIPTION AS FOLLOWS--ABOUT 1/2 MILE SOUTHWEST OF CHICAGO
 GZ2691'RAILROAD STATION, ON A PROMINENT KNOB OWNED BY MR.  FERRIELL, WHO
 GZ2691'LIVES ON THE SOUTH SIDE OF THE ROAD ABOUT 1/2 MILE WEST OF THE
 GZ2691'STATION.
 GZ2691'
 GZ2691'REACHED FROM LEBANON BY GOOD ROAD TO CHICAGO, AND TO THE FERRIELL
 GZ2691'HOUSE, THENCE BY WOOD ROAD ABOUT 1/2 MILE SOUTH, AND BY TRAIL TO
 GZ2691'STATION.
 GZ2691'
 GZ2691'MARK WAS REPLACED BY A STANDARD TABLET SET IN CONCRETE. TWO NEW
 GZ2691'REFERENCE MARKS WERE SET IN ROCK AS FOLLOWS--AZIMUTH MARK IS A
 GZ2691'STANDARD TABLET SET IN CONCRETE ON SOUTH SIDE OF ROAD EAST OF THE
 GZ2691'FERRIELL HOUSE.
 GZ2691
 GZ2691                          STATION RECOVERY (1929)
 GZ2691
 GZ2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (RLP)
 GZ2691'RECOVERED AS DESCRIBED IN WILLIAM MUSSETTERS RECOVERY NOTE OF 1928.
 GZ2691'MARK AND REFERENCES IN GOOD CONDITION.
 GZ2691
 GZ2691                          STATION RECOVERY (1933)
 GZ2691
 GZ2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GZ2691'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED AND REMARKED BY
 GZ2691'W.M. 1928, EXCEPT THAT REFERENCE MARK NO.2 WAS DESTROYED. A NEW
 GZ2691'REFERENCE MARK NO 2 WAS ESTABLISHED. THE STATION IS ABOUT 1/2 MILE
 GZ2691'SOUTHWEST OF CHICAGO, ON A PROMINENT KNOB OWNED BY MR. FERRIELL WHO
 GZ2691'LIVES ON THE SOUTH SIDE OF THE ROAD 1/2 MILE NORTHEAST OF THE
 GZ2691'STATION. THE STATION IS ON THE CREST OF THE RIDGE JUST NORTHWEST OF
 GZ2691'A SLIGHT ANGLE IN THE RIDGE, 45 FEET SOUTHEAST OF A DOUBLE BLACK OAK
 GZ2691'TREE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 GZ2691'GROUND.
 GZ2691'
 GZ2691'TO REACH THE STATION FROM BARDSTOWN, GO SOUTH ON STATE HIGHWAY 49 TO
 GZ2691'LORETTO. HERE TURN RIGHT ON STATE HIGHWAY 52 ON NORTH SIDE OF
 GZ2691'RAILROAD AND PROCEED WEST 4.0 MILES TO RAILROAD CROSSING AT CHICAGO.
 GZ2691'CONTINUE WEST ON STATE HIGHWAY 52 FOR 0.2 MILE TO THE FERRIELL
 GZ2691'HOUSE ON SOUTH SIDE OF ROAD. TURN LEFT AND PROCEED SOUTHWEST ABOUT
 GZ2691'1/2 MILE TO THE BASE OF THE HILL. CLIMB HILL SOUTHEAST ABOUT 200
 GZ2691'YARDS TO THE STATION ON THE HIGHEST POINT OF THE HILL.
 GZ2691'
 GZ2691'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS ABOUT 1/2 MILE NORTHEAST OF
 GZ2691'THE STATION, ON THE SOUTH SIDE OF THE ROAD, EAST OF MR. FERRIELLS
 GZ2691'HOUSE.  REFERENCE MARK NO.2 (1933) IS SOUTH SOUTHEAST OF
 GZ2691'THE STATION, ON THE SOUTHWEST SLOPE OF THE RIDGE, 8 FEET SOUTHWEST
 GZ2691'OF CREST OF RIDGE, AND 12 FEET NORTH OF A 24-INCH BLACK OAK TREE. THE
 GZ2691'MARK PROJECTS 4 INCHES ABOVE THE GROUND. REFERENCE
 GZ2691'MARK NO. 3 (1928) IS NORTHWEST OF THE STATION, ON CREST OF RIDGE, 3
 GZ2691'FEET SOUTHWEST OF A DOUBLE BLACK OAK TREE. THE MARK IS
 GZ2691'FLUSH WITH THE SURFACE OF THE GROUND.
 GZ2691'
 GZ2691'DIRECTION FOR RM 1 BY W.M. 1928.
 GZ2691'
 GZ2691'ALL LINES ARE
 GZ2691'CLEAR FROM THE GROUND.
 GZ2691
 GZ2691                          STATION RECOVERY (1951)
 GZ2691
 GZ2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2691'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 RECOVERED
 GZ2691'AS DESCRIBED AND FOUND IN GOOD CONDITION. REFERENCE MARK NO. 3 WAS
 GZ2691'NOT RECOVERED AND A NEW REFERENCE MARK NO. 4 WAS ESTABLISHED AT THIS
 GZ2691'TIME. REFERENCE MARK NO. 1 WAS NOT OBSERVED UPON AT THIS TIME DUE
 GZ2691'TO OBSTRUCTION.
 GZ2691'
 GZ2691'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GZ2691'
 GZ2691'THE STATION IS
 GZ2691'LOCATED ABOUT 11 MILES NORTHWEST OF LEBANON, 9 MILES EAST OF NEW
 GZ2691'HAVEN AND 2 MILES WEST OF LORETTO ON THE HIGHEST POINT OF A
 GZ2691'PROMINENT NORTH-SOUTH RIDGE AND ON LAND OWNED BY MR. JOE FERRIELL. IT
 GZ2691'IS 32 FEET NORTH OF A TRIANGULAR BLAZED 8 INCH HICKORY TREE, 18
 GZ2691'FEET EAST OF A TRIANGULAR BLAZED 8 INCH OAK TREE AND 10 FEET
 GZ2691'NORTHWEST OF A WHITE WITNESS POST. THE MARK IS SET FLUSH WITH THE
 GZ2691'GROUND SURFACE AND THE DISK STAMPED FERRIELL
 GZ2691'1883 1928.
 GZ2691'
 GZ2691'REFERENCE MARK NO. 1 IS ABOUT 0.5 MILE NORTHEAST OF THE STATION. 22
 GZ2691'FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 52 AND 2 FEET EAST
 GZ2691'OF A WHITE WITNESS POST. THE MARK IS SET FLUSH WITH THE GROUND
 GZ2691'SURFACE AND THE DISK STAMPED FERRIELL 1883 1928.
 GZ2691'
 GZ2691'REFERENCE MARK NO. 2 IS 17.57 FEET SOUTH OF THE STATION 18 FEET NORTH
 GZ2691'OF A TRIANGULAR BLAZED 8 INCH OAK TREE. THE MARK PROJECTS ABOUT 3
 GZ2691'INCHES AND THE DISK STAMPED FERRIELL NO 2 1933.
 GZ2691'
 GZ2691'REFERENCE MARK NO. 4 IS 60.67 FEET (SLOPE DISTANCE) WEST OF THE
 GZ2691'STATION, SET ON THE WEST SLOPE OF THE HILL. THE MARK IS A 4 INCH
 GZ2691'CAST IRON PIPE FILLED WITH CONCRETE PROJECTING ABOUT 6 INCHES AND THE
 GZ2691'DISK STAMPED FERRIELL NO 4 1883.
 GZ2691'
 GZ2691'TO REACH THE STATION FROM THE RAILROAD STATION IN LORETTO, GO WEST ON
 GZ2691'STATE HIGHWAY NO. 52 FOR 2 MILES TO A RAILROAD CROSSING IN THE
 GZ2691'WEST EDGE OF THE SMALL VILLAGE OF ST. FRANCIS, (*) CONTINUE WEST ON
 GZ2691'HIGHWAY 52 FOR 0.1 MILE TO SIDE ROAD LEFT, TURN LEFT FOR 0.05 MILE TO
 GZ2691'DIM WOODS ROAD RIGHT, TURN RIGHT AND FOLLOW WINDING WOODS ROAD FOR
 GZ2691'0.5 MILE TO END OF TRUCK TRAVEL. FROM THIS POINT STATION IS ABOUT
 GZ2691'0.2 MILE NORTH. PACK NORTH ON BLAZED TRAIL TO HIGHEST POINT AND
 GZ2691'STATION AS DESCRIBED. PACK WILL REQUIRE ABOUT 15 MINUTES.
 GZ2691'
 GZ2691'*TO REACH REFERENCE MARK NO. 1 FROM THIS POINT, CONTINUE WEST ON
 GZ2691'HIGHWAY 52 FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GZ2691'
 GZ2691'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1375 ***********************************************************************
 GZ1375  DESIGNATION -  FERRIELL RM 1
 GZ1375  PID         -  GZ1375
 GZ1375  STATE/COUNTY-  KY/MARION
 GZ1375  USGS QUAD   -  LORETTO (1987)
 GZ1375
 GZ1375                         *CURRENT SURVEY CONTROL
 GZ1375  ___________________________________________________________________
 GZ1375* NAD 83(1986)-  37 37 39.     (N)    085 25 58.     (W)     SCALED    
 GZ1375* NAVD 88     -       212.218  (meters)     696.25   (feet)  ADJUSTED  
 GZ1375  ___________________________________________________________________
 GZ1375  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 GZ1375  DYNAMIC HT  -         212.055 (meters)     695.72  (feet)  COMP
 GZ1375  MODELED GRAV-     979,855.1   (mgal)                       NAVD 88
 GZ1375
 GZ1375  VERT ORDER  -  SECOND    CLASS 0
 GZ1375
 GZ1375.The horizontal coordinates were scaled from a topographic map and have
 GZ1375.an estimated accuracy of +/- 6 seconds.
 GZ1375
 GZ1375.The orthometric height was determined by differential leveling
 GZ1375.and adjusted by the National Geodetic Survey in June 1991..
 GZ1375
 GZ1375.The geoid height was determined by GEOID03.
 GZ1375
 GZ1375.The dynamic height is computed by dividing the NAVD 88
 GZ1375.geopotential number by the normal gravity value computed on the
 GZ1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1375.degrees latitude (g = 980.6199 gals.).
 GZ1375
 GZ1375.The modeled gravity was interpolated from observed gravity values.
 GZ1375
 GZ1375;                    North         East    Units  Estimated Accuracy
 GZ1375;SPC KY1Z     - 1,143,680.    1,528,000.      MT  (+/- 180 meters Scaled)
 GZ1375
 GZ1375                          SUPERSEDED SURVEY CONTROL
 GZ1375
 GZ1375  NGVD 29 (??/??/92)  212.353  (m)          696.69   (f) ADJ UNCH    2 0
 GZ1375
 GZ1375.Superseded values are not recommended for survey control.
 GZ1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1375.See file dsdata.txt to determine how the superseded data were derived.
 GZ1375
 GZ1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG382656(NAD 83)
 GZ1375_MARKER: DR = REFERENCE MARK DISK
 GZ1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1375_STAMPING: FERRIELL NO 1 1883 1928
 GZ1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1375+STABILITY: SURFACE MOTION
 GZ1375
 GZ1375  HISTORY     - Date     Condition        Report By
 GZ1375  HISTORY     - 1928     MONUMENTED       CGS
 GZ1375  HISTORY     - 1935     GOOD             NGS
 GZ1375
 GZ1375                          STATION DESCRIPTION
 GZ1375
 GZ1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GZ1375'AT CHICAGO.
 GZ1375'AT CHICAGO, MARION COUNTY, ON STATE HIGHWAY 52, 0.2 MILE NORTH
 GZ1375'OF THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD, AT THE
 GZ1375'SOUTHEAST CORNER OF THE F.S. FERRIELL PROPERTY, 47 YARDS NORTH OF
 GZ1375'THE CENTERLINE OF A DIRT ROAD, 17.1 FEET WEST OF THE CENTERLINE OF
 GZ1375'THE HIGHWAY, 26.1 FEET NORTH OF THE FENCE CORNER, 1 FOOT EAST OF
 GZ1375'THE FENCE LINE, AND ABOUT 2-1/2 FEET HIGHER THAN THE HIGHWAY.
 GZ1375'A STANDARD REFERENCE-MARK DISK, STAMPED FERRIELL NO 1 1883 1928
 GZ1375'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5156 ***********************************************************************
 AC5156  SACS        -  This is a Secondary Airport Control Station.
 AC5156  DESIGNATION -  FGX A
 AC5156  PID         -  AC5156
 AC5156  STATE/COUNTY-  KY/MASON
 AC5156  USGS QUAD   -  MAYS LICK (1993)
 AC5156
 AC5156                         *CURRENT SURVEY CONTROL
 AC5156  ___________________________________________________________________
 AC5156* NAD 83(1993)-  38 32 20.05999(N)    083 45 04.69737(W)     ADJUSTED  
 AC5156* NAVD 88     -       275.10   (meters)     902.6    (feet)  GPS OBS   
 AC5156  ___________________________________________________________________
 AC5156  X           -     543,738.881 (meters)                     COMP
 AC5156  Y           -  -4,965,889.289 (meters)                     COMP
 AC5156  Z           -   3,952,559.070 (meters)                     COMP
 AC5156  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 AC5156  ELLIP HEIGHT-         241.86  (meters)          (01/09/97) GPS OBS
 AC5156  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 AC5156
 AC5156  HORZ ORDER  -  FIRST
 AC5156  ELLP ORDER  -  FOURTH    CLASS II
 AC5156
 AC5156.This mark is at Fleming-Mason Airport (FGX)
 AC5156
 AC5156.The horizontal coordinates were established by GPS observations
 AC5156.and adjusted by the National Geodetic Survey in January 1997..
 AC5156
 AC5156.The orthometric height was determined by GPS observations and a
 AC5156.high-resolution geoid model.
 AC5156
 AC5156.GPS derived orthometric heights for airport stations designated as
 AC5156.PACS or SACS are published to 2 decimal places.  This maintains
 AC5156.centimeter relative accuracy between the PACS and SACS.  It does
 AC5156.not indicate centimeter accuracy relative to other marks which are
 AC5156.part of the NAVD 88 network.
 AC5156
 AC5156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5156
 AC5156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5156
 AC5156.The ellipsoidal height was determined by GPS observations
 AC5156.and is referenced to NAD 83.
 AC5156
 AC5156.The geoid height was determined by GEOID03.
 AC5156
 AC5156;                    North         East     Units Scale Factor Converg.
 AC5156;SPC KY1Z     - 1,246,652.170 1,674,239.632   MT  0.99997171   +1 13 37.6
 AC5156;SPC KY1Z     - 4,090,057.99  5,492,901.19   sFT  0.99997171   +1 13 37.6
 AC5156;SPC KY N     -   115,433.639   543,477.322   MT  0.99996286   +0 18 36.8
 AC5156;SPC KY N     -   378,718.53  1,783,058.51   sFT  0.99996286   +0 18 36.8
 AC5156;UTM  17      - 4,269,199.200   260,200.359   MT  1.00030821   -1 42 54.0
 AC5156
 AC5156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5156!SPC KY1Z     -   0.99996205  x   0.99997171  =   0.99993376
 AC5156!SPC KY N     -   0.99996205  x   0.99996286  =   0.99992491
 AC5156!UTM  17      -   0.99996205  x   1.00030821  =   1.00027025
 AC5156
 AC5156:                Primary Azimuth Mark                     Grid Az
 AC5156:SPC KY1Z     -  FLEMPORT                                 064 50 16.4
 AC5156:SPC KY N     -  FLEMPORT                                 065 45 17.2
 AC5156:UTM  17      -  FLEMPORT                                 067 46 48.0
 AC5156
 AC5156|---------------------------------------------------------------------|
 AC5156| PID    Reference Object                     Distance      Geod. Az  |
 AC5156|                                                           dddmmss.s |
 AC5156| HY2539 FLEMPORT                            427.259 METERS 0660354.0 |
 AC5156|---------------------------------------------------------------------|
 AC5156
 AC5156                          SUPERSEDED SURVEY CONTROL
 AC5156
 AC5156.No superseded survey control is available for this station.
 AC5156
 AC5156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6020069199(NAD 83)
 AC5156_MARKER: DD = SURVEY DISK
 AC5156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC5156_STAMPING: FGX A 1995
 AC5156_MARK LOGO: NGS   
 AC5156_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5156+STABILITY: SURFACE MOTION
 AC5156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5156+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1996
 AC5156
 AC5156  HISTORY     - Date     Condition        Report By
 AC5156  HISTORY     - 1995     MONUMENTED       LOWE
 AC5156  HISTORY     - 19960825 GOOD             NGS
 AC5156
 AC5156                          STATION DESCRIPTION
 AC5156
 AC5156'DESCRIBED BY LOWE ENGINEERS 1995 (GRP)
 AC5156'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTH OF FLEMINGSBURG
 AC5156'AND ABOUT 12.9 KM (8.00 MI) SOUTHEAST OF MAYSVILLE, AT THE
 AC5156'FLEMINGSBURG-MASON COUNTY AIRPORT.  AIRPORT MANAGER IS MITCH COLEMAN.
 AC5156'TELPHONE NUMBER IS 606-742-2411.  TO REACH THE STATION FROM THE
 AC5156'JUNCTION OF STATE ROADS 11 AND 32 IN FLEMINGSBURG, GO 1.45 KM (0.90
 AC5156'MI) NORTH ON STATE ROAD 11 TO THE JUNCTION OF STATE ROAD 11 AND
 AC5156'BUSINESS 11.  TURN LEFT AND GO 9.66 KM (6.00 MI) NORTH ON STATE ROAD
 AC5156'11, PASSING THROUGH THE TOWN OF WEDONIA TO THE JUNCTION OF STATE ROAD
 AC5156'597.  CONTINUE NORTH 1.13 KM (0.70 MI) TO PAVED ROAD RIGHT.  TURN
 AC5156'RIGHT AND GO 1.45 KM (0.90 MI) EAST AND SOUTH ON A WINDING ROAD TO
 AC5156'AIRPORT AND OFFICE AND GATE ON RIGHT. CONTINUE THROUGH GATE NORTH FOR
 AC5156'0.16 KM (0.10 MI) TO INTERSECTION OF RAMP AND RUNWAY.  TURN LEFT AND
 AC5156'GO 0.48 KM (0.30 MI) WEST TO END OF RUNWAY AND STATION ON LEFT.  THE
 AC5156'STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M
 AC5156'(3.3 FT) LONG FENO PIPE ENCASED IN A 16 CM PVC PIPE WITH AN NGS LOGO
 AC5156'CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH
 AC5156'WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM
 AC5156'OF THE PIPE.  THE STATION IS 30.5 M (100.1 FT) SOUTHEAST FROM, AND
 AC5156'DIRECTLY IN LINE WITH THE WEST END OF THE RUNWAY.  15.5 M (50.9 FT)
 AC5156'SOUTH-SOUTHEAST FROM FIRST OF EIGHT THRESHOLD LIGHTS, BEGINNING WITH
 AC5156'THE SOUTHEASTERN LIGHT 7.0 M (23.0 FT) NORTH-NORTHEAST FROM RUNWAY
 AC5156'BEACON.  THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
 AC5156
 AC5156                          STATION RECOVERY (1996)
 AC5156
 AC5156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AC5156'RECOVERY NOTE BY NGS 1996 (WCW) .  RECOVERED AS DESCRIBED WITH
 AC5156'CHANGES.  THE STATION IS LOCATED AT THE FLEMING-MASON AIRPORT.  FROM
 AC5156'STATE ROUTE 11, GO EASTERLY THEN NORTH FOR 1.45 KM (0.90 MI) TO A GATE
 AC5156'AHEAD AND THE AIRPORT OFFICE ON LEFT.  THE FENO PIPE IS WITHIN A 12 CM
 AC5156'(5 IN) PVC PIPE WITH NGS LOGO CAP.  THE STATION IS LOCATED 29.8 M
 AC5156'(97.8 FT) SOUTH SOUTHEAST FROM THE CENTER END OF RUNWAY, 7.7 M (25.3
 AC5156'FT) NORTHEAST FROM THE REIL LAMP ON THE SOUTH SIDE OF THE RUNWAY, AND
 AC5156'6.6 M (21.7 FT) EAST NORTHEAST FROM THE NORTHEAST CORNER OF THE
 AC5156'CONCRETE FOUNDATION FOR SAID REIL.  THE STATION IS ABOUT LEVEL WITH
 AC5156'THE REIL FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5157 ***********************************************************************
 AC5157  SACS        -  This is a Secondary Airport Control Station.
 AC5157  DESIGNATION -  FGX B
 AC5157  PID         -  AC5157
 AC5157  STATE/COUNTY-  KY/MASON
 AC5157  USGS QUAD   -  ORANGEBURG (1978)
 AC5157
 AC5157                         *CURRENT SURVEY CONTROL
 AC5157  ___________________________________________________________________
 AC5157* NAD 83(1993)-  38 32 38.24783(N)    083 44 08.02727(W)     ADJUSTED  
 AC5157* NAVD 88     -       275.79   (meters)     904.8    (feet)  GPS OBS   
 AC5157  ___________________________________________________________________
 AC5157  X           -     545,065.142 (meters)                     COMP
 AC5157  Y           -  -4,965,392.914 (meters)                     COMP
 AC5157  Z           -   3,952,998.196 (meters)                     COMP
 AC5157  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 AC5157  ELLIP HEIGHT-         242.59  (meters)          (01/09/97) GPS OBS
 AC5157  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 AC5157
 AC5157  HORZ ORDER  -  FIRST
 AC5157  ELLP ORDER  -  FOURTH    CLASS II
 AC5157
 AC5157.This mark is at Fleming-Mason Airport (FGX)
 AC5157
 AC5157.The horizontal coordinates were established by GPS observations
 AC5157.and adjusted by the National Geodetic Survey in January 1997..
 AC5157
 AC5157.The orthometric height was determined by GPS observations and a
 AC5157.high-resolution geoid model.
 AC5157
 AC5157.GPS derived orthometric heights for airport stations designated as
 AC5157.PACS or SACS are published to 2 decimal places.  This maintains
 AC5157.centimeter relative accuracy between the PACS and SACS.  It does
 AC5157.not indicate centimeter accuracy relative to other marks which are
 AC5157.part of the NAVD 88 network.
 AC5157
 AC5157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5157
 AC5157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5157
 AC5157.The ellipsoidal height was determined by GPS observations
 AC5157.and is referenced to NAD 83.
 AC5157
 AC5157.The geoid height was determined by GEOID03.
 AC5157
 AC5157;                    North         East     Units Scale Factor Converg.
 AC5157;SPC KY1Z     - 1,247,242.357 1,675,599.624   MT  0.99997273   +1 14 12.4
 AC5157;SPC KY1Z     - 4,091,994.30  5,497,363.10   sFT  0.99997273   +1 14 12.4
 AC5157;SPC KY N     -   116,001.983   544,846.571   MT  0.99996297   +0 19 12.1
 AC5157;SPC KY N     -   380,583.17  1,787,550.79   sFT  0.99996297   +0 19 12.1
 AC5157;UTM  17      - 4,269,718.976   261,589.312   MT  1.00030002   -1 42 19.3
 AC5157
 AC5157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5157!SPC KY1Z     -   0.99996194  x   0.99997273  =   0.99993467
 AC5157!SPC KY N     -   0.99996194  x   0.99996297  =   0.99992491
 AC5157!UTM  17      -   0.99996194  x   1.00030002  =   1.00026195
 AC5157
 AC5157                          SUPERSEDED SURVEY CONTROL
 AC5157
 AC5157.No superseded survey control is available for this station.
 AC5157
 AC5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6158969719(NAD 83)
 AC5157_MARKER: DD = SURVEY DISK
 AC5157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC5157_STAMPING: FGX B 1995
 AC5157_MARK LOGO: NGS   
 AC5157_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5157+STABILITY: SURFACE MOTION
 AC5157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5157+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1996
 AC5157
 AC5157  HISTORY     - Date     Condition        Report By
 AC5157  HISTORY     - 1995     MONUMENTED       LOWE
 AC5157  HISTORY     - 19960825 GOOD             NGS
 AC5157
 AC5157                          STATION DESCRIPTION
 AC5157
 AC5157'DESCRIBED BY LOWE ENGINEERS 1995 (GRP)
 AC5157'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTH OF FLEMINGSBURG
 AC5157'AND ABOUT 12.9 KM (8.00 MI) SOUTHEAST OF MAYSVILLE, AT THE
 AC5157'FLEMINGSBURG-MASON COUNTY AIRPORT.  AIRPORT MANAGER IS MITCH COLEMAN.
 AC5157'TELPHONE NUMBER IS 606-742-2411.  TO REACH THE STATION FROM THE
 AC5157'JUNCTION OF STATE ROADS 11 AND 32 IN FLEMINGSBURG, GO 1.45 KM (0.90
 AC5157'MI) NORTH ON STATE ROAD 11 TO THE JUNCTION OF STATE ROAD 11 AND
 AC5157'BUSINESS 11.  TURN LEFT AND GO 9.66 KM (6.00 MI) NORTH ON STATE ROAD
 AC5157'11, PASSING THROUGH THE TOWN OF WEDONIA TO THE JUNCTION OF STATE ROAD
 AC5157'597.  CONTINUE NORTH 1.13 KM (0.70 MI) TO PAVED ROAD RIGHT.  TURN
 AC5157'RIGHT AND GO 1.45 KM (0.90 MI) EAST AND SOUTH ON A WINDING ROAD TO
 AC5157'AIRPORT AND OFFICE AND GATE ON RIGHT. CONTINUE THROUGH GATE NORTH FOR
 AC5157'0.16 KM (0.10 MI) TO INTERSECTION OF RAMP AND RUNWAY.  TURN RIGHT AND
 AC5157'GO 0.48 KM (0.30 MI) EAST TO END OF RUNWAY AND STATION ON LEFT.  THE
 AC5157'STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M
 AC5157'(3.3 FT) LONG FENO PIPE ENCASED IN A 16 CM PVC PIPE WITH AN NGS LOGO
 AC5157'CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH
 AC5157'WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM
 AC5157'OF THE PIPE.  THE STATION IS 39.3 M (128.9 FT) NORTHEAST FROM THE
 AC5157'CENTERLINE OF THE TAXIWAY.  37.3 M (122.4 FT) WEST FROM THE CENTERLINE
 AC5157'OF THE TAXIWAY AT THE HOLDING LINE.  15.5 M (50.9 FT) NORTH FROM THE
 AC5157'CENTER OF THE EAST SIDE OF A STEEL GRATE CATCH BASIN.  THIS STATION IS
 AC5157'A SECONDARY AIRPORT CONTROL STATION.
 AC5157
 AC5157                          STATION RECOVERY (1996)
 AC5157
 AC5157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AC5157'RECOVERY NOTE BY NGS 1996 (WCW) .  RECOVERED AS DESCRIBED WITH
 AC5157'CHANGES.  FROM STATE ROUTE 11 AT THE AIRPORT ROAD, GO EASTERLY THEN
 AC5157'NORTH FOR 1.45 KM (0.90 MI) TO A GATE AHEAD AND THE AIRPORT OFFICE ON
 AC5157'LEFT.  THE STATION IS WITHIN A 12 CM (5 IN) PVC PIPE WITH NGS LOGO
 AC5157'CAP.  THE STATION IS LOCATED 45.0 M (147.6 FT) SOUTH OF THE RUNWAY
 AC5157'CENTER, 33.6 M (110.2 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY, 38.8 M
 AC5157'(127.3 FT) NORTH FROM THE PARALLEL TAXIWAY CENTER, 28.3 M (92.8 FT)
 AC5157'WEST OF A SOLITARY TAXIWAY LIGHT WEST OF THE CONNECTOR TAXI AT THE
 AC5157'HOLD BAR, 15.5 M (50.9 FT) NORTHEAST OF A CATCHBASIN CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2496 ***********************************************************************
 GB2496  DESIGNATION -  FINLEY
 GB2496  PID         -  GB2496
 GB2496  STATE/COUNTY-  KY/WHITLEY
 GB2496  USGS QUAD   -  JELLICO WEST (1979)
 GB2496
 GB2496                         *CURRENT SURVEY CONTROL
 GB2496  ___________________________________________________________________
 GB2496* NAD 83(1993)-  36 35 35.79424(N)    084 11 29.11452(W)     ADJUSTED  
 GB2496* NAVD 88     -       631.     (meters)    2070.     (feet)  SCALED    
 GB2496  ___________________________________________________________________
 GB2496  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 GB2496  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 GB2496
 GB2496  HORZ ORDER  -  FIRST
 GB2496
 GB2496.The horizontal coordinates were established by classical geodetic methods
 GB2496.and adjusted by the National Geodetic Survey in December 1995..
 GB2496
 GB2496.The orthometric height was scaled from a topographic map.
 GB2496
 GB2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2496
 GB2496.The geoid height was determined by GEOID03.
 GB2496
 GB2496;                    North         East     Units Scale Factor Converg.
 GB2496;SPC KY1Z     - 1,030,015.985 1,639,482.057   MT  1.00015324   +0 57 24.9
 GB2496;SPC KY1Z     - 3,379,310.78  5,378,867.38   sFT  1.00015324   +0 57 24.9
 GB2496;SPC KY S     -   529,997.406   639,464.800   MT  1.00002837   +0 56 42.8
 GB2496;SPC KY S     - 1,738,833.16  2,097,977.43   sFT  1.00002837   +0 56 42.8
 GB2496;SPC TN       -   252,242.461   761,834.680   MT  1.00003609   +1 03 31.7
 GB2496;SPC TN       -   827,565.47  2,499,452.61   sFT  1.00003609   +1 03 31.7
 GB2496;UTM  16      - 4,053,427.402   751,250.406   MT  1.00037781   +1 40 30.6
 GB2496
 GB2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2496!SPC KY1Z     -   0.99990566  x   1.00015324  =   1.00005888
 GB2496!SPC KY S     -   0.99990566  x   1.00002837  =   0.99993403
 GB2496!SPC TN       -   0.99990566  x   1.00003609  =   0.99994175
 GB2496!UTM  16      -   0.99990566  x   1.00037781  =   1.00028343
 GB2496
 GB2496:                Primary Azimuth Mark                     Grid Az
 GB2496:SPC KY1Z     -  FINLEY AZ MK                             139 13 03.9
 GB2496:SPC KY S     -  FINLEY AZ MK                             139 13 46.0
 GB2496:SPC TN       -  FINLEY AZ MK                             139 06 57.1
 GB2496:UTM  16      -  FINLEY AZ MK                             138 29 58.2
 GB2496
 GB2496|---------------------------------------------------------------------|
 GB2496| PID    Reference Object                     Distance      Geod. Az  |
 GB2496|                                                           dddmmss.s |
 GB2496| DB9325 FINLEY AZ MK                                       1401028.8 |
 GB2496| DB9326 FINLEY RM 1                           6.770 METERS 18846     |
 GB2496| GB2503 CAPUCHIN                            APPROX.12.8 KM 2194814.8 |
 GB2496| DB9327 FINLEY RM 2                          11.613 METERS 27848     |
 GB2496|---------------------------------------------------------------------|
 GB2496
 GB2496                          SUPERSEDED SURVEY CONTROL
 GB2496
 GB2496  NAD 83(1986)-  36 35 35.80355(N)    084 11 29.11590(W) AD(       ) 1
 GB2496  NAD 27      -  36 35 35.53000(N)    084 11 29.34900(W) AD(       ) 1
 GB2496
 GB2496.Superseded values are not recommended for survey control.
 GB2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2496.See file dsdata.txt to determine how the superseded data were derived.
 GB2496
 GB2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5125053427(NAD 83)
 GB2496_MARKER: DS = TRIANGULATION STATION DISK
 GB2496_SETTING: 80 = SET IN A BOULDER
 GB2496
 GB2496  HISTORY     - Date     Condition        Report By
 GB2496  HISTORY     - 1935     MONUMENTED       CGS
 GB2496  HISTORY     - 1950     GOOD             CGS
 GB2496
 GB2496                          STATION DESCRIPTION
 GB2496
 GB2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2496'STATION IS ON A PROMINENT KNOB BETWEEN ELK CREEK AND JELLICO CREEK,
 GB2496'ABOUT 4-1/4 MILES
 GB2496'W OF JELLICO, AND 7 MILES NNE OF ELK VALLEY, THE
 GB2496'PROPERTY OF THE PROCTOR COAL COMPANY.
 GB2496'
 GB2496'STATION IS ABOUT 0.1 MILE N OF THE KENTUCKY-TENNESSEE STATE LINE, ON
 GB2496'THE SUMMIT OF A
 GB2496'HIGH KNOB, ABOUT 200 FEET W OF A SIMILAR HIGH POINT,
 GB2496'24.8 FEET NE OF THE CENTER OF A
 GB2496'24-INCH BLACK OAK, WITH A TRIANGULAR
 GB2496'BLAZE, 37.5 FEET ESE OF A 6-INCH BLACK OAK, AND 84
 GB2496'FEET W OF A
 GB2496'16-INCH OAK THAT STANDS IN A SMALL HOLLOW.
 GB2496'
 GB2496'STATION MARK IS A STANDARD BRONZE DISK SET IN THE CENTER OF A BURIED
 GB2496'STONE, 8 BY 5
 GB2496'INCHES AT THE TOP, AND PROJECTS ABOUT 3 INCHES.
 GB2496'
 GB2496'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SSW OF STATION IN THE
 GB2496'TOP OF A
 GB2496'TRIANGULAR-SHAPED ROCK OUTCROP, ABOUT 8 INCHES TO THE SIDE
 GB2496'AT THE TOP, AND PROJECTS
 GB2496'ABOUT 4 INCHES.  MARK IS 1 FOOT W OF A
 GB2496'24-INCH BLACK OAK, WITH TRIANGULAR BLAZE.
 GB2496'
 GB2496'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WNW OF STATION IN A 2-
 GB2496'BY 3- BY 3-FOOT
 GB2496'FLAT-TOPPED ROCK OUTCROP, APPROXIMATELY TRIANGULAR AT
 GB2496'TOP.  MARK IS 1 FOOT N OF A 6-INCH BLACK OAK.
 GB2496'
 GB2496'AZIMUTH MARK IS A STANDARD BRONZE DISK SE OF STATION NEAR THE S EDGE
 GB2496'OF A LARGE JUMBLED
 GB2496'ROCK OUTCROP, 1 YARD NE OF THE S EDGE, 4 YARDS W
 GB2496'OF THE E EDGE, AND 13 YARDS N OF A
 GB2496'24-INCH OAK.
 GB2496'
 GB2496'TO REACH FROM THE INTERSECTION OF MAIN AND FIFTH STREETS IN JELLICO,
 GB2496'GO S OF FIFTH
 GB2496'STREET FOR 0.3 MILE TO A GRADED T-STREET, RIGHT (LONDON
 GB2496'AVENUE.) TURN RIGHT (W) AND GO
 GB2496'0.45 MILE TO WHERE ROAD TURNS LEFT
 GB2496'ALONG AN OLD TRAM ROAD.  TURN ON TO TRAM ROAD AND
 GB2496'GO 1.95 MILES TO
 GB2496'THE SETTLEMENT OF PROCTORS.  CONTINUE W 0.1 MILE TO GATE.  PASS
 GB2496'THROUGH GATE AND
 GB2496'CONTINUE 0.25 MILE TO SECOND GATE.  PASS THROUGH AND
 GB2496'CONTINUE 0.1 MILE TO THIRD GATE.
 GB2496'PASS THROUGH AND CONTINUE ON DIM
 GB2496'TRAM ROAD FOR 0.25 MILE TO THE RIGHT FORK OF SMALL
 GB2496'STREAM.  CROSS
 GB2496'STREAM AND BEAR LEFT ALONG THE W SIDE OF LEFT FORK FOR 0.2 MILE TO
 GB2496'THE REMAINS OF AN
 GB2496'OLD RAIL FENCE, SEVERAL BLAZED TREES JUST BEYOND
 GB2496'IT, AND THE END OF TRUCK TRAVEL.
 GB2496'FOLLOW BRANCH AND TRAIL UP HOLLOW
 GB2496'FOR ABOUT 0.75 MILE TO GAP AND THE HOME OF SAM
 GB2496'KRUMMELS.  HERE TURN
 GB2496'RIGHT UP SIDE OF MOUNTAIN AND GO ABOUT 0.2 MILE TO SUMMIT OF KNOB
 GB2496'AND STATION.
 GB2496'
 GB2496'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GB2496
 GB2496                          STATION RECOVERY (1950)
 GB2496
 GB2496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JAW)
 GB2496'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.  2 WERE
 GB2496'RECOVERED AND
 GB2496'FOUND TO BE IN GOOD CONDITION, THE ONLY CORRECTION TO
 GB2496'BE MADE IN THE DESCRIPTION IS,
 GB2496'REFERENCE MARK NO.  1 IS 1-FOOT EAST
 GB2496'OF A 24-INCH BLACK OAK WITH TRIANGULAR BLAZE,
 GB2496'INSTEAD OF 1-FOOT WEST.
 GB2496'
 GB2496'AZIMUTH MARK WAS NOT RECOVERED.
 GB2496'
 GB2496'THE DESCRIPTION OF THE STATION AND THE TO REACH DESCRIPTION IS
 GB2496'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2721 ***********************************************************************
 GZ2721  DESIGNATION -  FINLEY
 GZ2721  PID         -  GZ2721
 GZ2721  STATE/COUNTY-  KY/MARION
 GZ2721  USGS QUAD   -  SPURLINGTON (1994)
 GZ2721
 GZ2721                         *CURRENT SURVEY CONTROL
 GZ2721  ___________________________________________________________________
 GZ2721* NAD 83(1993)-  37 27 50.12875(N)    085 20 17.28493(W)     ADJUSTED  
 GZ2721* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 GZ2721  ___________________________________________________________________
 GZ2721  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GZ2721  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 GZ2721
 GZ2721  HORZ ORDER  -  THIRD
 GZ2721
 GZ2721.The horizontal coordinates were established by classical geodetic methods
 GZ2721.and adjusted by the National Geodetic Survey in December 1995..
 GZ2721
 GZ2721.The orthometric height was scaled from a topographic map.
 GZ2721
 GZ2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2721
 GZ2721.The geoid height was determined by GEOID03.
 GZ2721
 GZ2721;                    North         East     Units Scale Factor Converg.
 GZ2721;SPC KY1Z     - 1,125,556.812 1,536,434.242   MT  0.99993070   +0 15 10.3
 GZ2721;SPC KY1Z     - 3,692,764.31  5,040,784.68   sFT  0.99993070   +0 15 10.3
 GZ2721;SPC KY S     -   625,546.410   536,434.874   MT  0.99994796   +0 14 59.2
 GZ2721;SPC KY S     - 2,052,313.51  1,759,953.42   sFT  0.99994796   +0 14 59.2
 GZ2721;UTM  16      - 4,147,635.723   646,968.448   MT  0.99986606   +1 00 39.7
 GZ2721
 GZ2721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2721!SPC KY1Z     -   0.99995634  x   0.99993070  =   0.99988705
 GZ2721!SPC KY S     -   0.99995634  x   0.99994796  =   0.99990431
 GZ2721!UTM  16      -   0.99995634  x   0.99986606  =   0.99982241
 GZ2721
 GZ2721|---------------------------------------------------------------------|
 GZ2721| PID    Reference Object                     Distance      Geod. Az  |
 GZ2721|                                                           dddmmss.s |
 GZ2721| CG8663 FINLEY RM 1                          22.909 METERS 05300     |
 GZ2721| CG8664 FINLEY RM 2                          26.277 METERS 14346     |
 GZ2721| CG8662 FINLEY AZ MK                                       2192339.0 |
 GZ2721|---------------------------------------------------------------------|
 GZ2721
 GZ2721                          SUPERSEDED SURVEY CONTROL
 GZ2721
 GZ2721  NAD 83(1986)-  37 27 50.13691(N)    085 20 17.29302(W) AD(       ) 3
 GZ2721  NAD 27      -  37 27 49.90800(N)    085 20 17.43200(W) AD(       ) 3
 GZ2721
 GZ2721.Superseded values are not recommended for survey control.
 GZ2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2721.See file dsdata.txt to determine how the superseded data were derived.
 GZ2721
 GZ2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4696847636(NAD 83)
 GZ2721_MARKER: DS = TRIANGULATION STATION DISK
 GZ2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2721
 GZ2721  HISTORY     - Date     Condition        Report By
 GZ2721  HISTORY     - 1951     MONUMENTED       CGS
 GZ2721
 GZ2721                          STATION DESCRIPTION
 GZ2721
 GZ2721'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2721'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF LEBANON IN THE SMALL
 GZ2721'VILLAGE OF FINLEY AND ON THE GROUNDS OF THE FINLEY GRADE SCHOOL.
 GZ2721'IT IS 160 FEET SOUTHWEST OF THE NORTHWEST CORNER OF SCHOOL BUILDING,
 GZ2721'70 FEET EAST OF THE CENTER OF GRAVEL ROAD AND 32 FEET NORTH OF THE
 GZ2721'CENTER OF A GRAVEL DRIVEWAY INTO SCHOOL GROUNDS. THE MARK IS FLUSH
 GZ2721'WITH THE GROUND AND THE DISK IS STAMPED FINLEY 1951.
 GZ2721'
 GZ2721'REFERENCE MARK NO.1 IS 85 FEET WEST OF THE NORTHWEST CORNER OF SCHOOL
 GZ2721'BUILDING AND 53 FEET NORTH OF CENTER OF SCHOOL DRIVEWAY. THE MARK
 GZ2721'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FINLEY NO 1 1951.
 GZ2721'
 GZ2721'REFERENCE MARK NO.2 IS 50 FEET SOUTH OF CENTER OF SCHOOL DRIVEWAY.
 GZ2721'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FINLEY
 GZ2721'NO 2 1951.
 GZ2721'
 GZ2721'AZIMUTH MARK IS 48 FEET WEST OF THE NORTHWEST CORNER OF OUR LADY OF
 GZ2721'THE HILLS CATHOLIC CHURCH, 7 FEET NORTHEAST OF A WHITE WITNESS
 GZ2721'POST AND FENCE LINE AND 2 FEET NORTHWEST OF A POWER LINE POLE. THE
 GZ2721'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED FINLEY 1951.
 GZ2721'
 GZ2721'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LEBANON, GO
 GZ2721'SOUTHWEST ON U.S. HIGHWAY 68 FOR 7.4 MILES TO BRIDGE OVER THE
 GZ2721'ROLLING FORK RIVER, CONTINUE AHEAD ON HIGHWAY FOR 2.8 MILES TO A
 GZ2721'CROSS ROAD AT THE TOP OF A GRADE*, TURN RIGHT ON GRAVEL ROAD AND
 GZ2721'GO NORTHWEST FOR 0.1 MILE TO GRAVEL DRIVEWAY LEADING INTO SCHOOL
 GZ2721'GROUNDS AND STATION AS DESCRIBED.
 GZ2721'
 GZ2721'*TO REACH AZIMUTH MARK FROM THIS POINT GO SOUTHWEST ON HIGHWAY FOR
 GZ2721'0.2 MILE TO OUR LADY OF THE HILLS CATHOLIC CHURCH ON THE RIGHT, TURN
 GZ2721'RIGHT PASSING CHURCH ON THE SOUTH SIDE AND GO ABOUT 0.05 MILE TO A
 GZ2721'POWER LINE POLE AND AZIMUTH MARK AS DESCRIBED.
 GZ2721'
 GZ2721'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3158 ***********************************************************************
 GY3158  DESIGNATION -  FLAG
 GY3158  PID         -  GY3158
 GY3158  STATE/COUNTY-  KY/PIKE
 GY3158  USGS QUAD   -  VARNEY (1992)
 GY3158
 GY3158                         *CURRENT SURVEY CONTROL
 GY3158  ___________________________________________________________________
 GY3158* NAD 83(1993)-  37 39 29.93189(N)    082 29 31.28904(W)     ADJUSTED  
 GY3158* NAVD 88     -       506.4    (meters)    1661.     (feet)  VERTCON   
 GY3158  ___________________________________________________________________
 GY3158  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 GY3158  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GY3158
 GY3158  HORZ ORDER  -  SECOND
 GY3158
 GY3158.The horizontal coordinates were established by classical geodetic methods
 GY3158.and adjusted by the National Geodetic Survey in December 1995..
 GY3158
 GY3158.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3158
 GY3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3158
 GY3158.The geoid height was determined by GEOID03.
 GY3158
 GY3158;                    North         East     Units Scale Factor Converg.
 GY3158;SPC KY1Z     - 1,152,066.836 1,787,394.939   MT  0.99991215   +2 00 01.0
 GY3158;SPC KY1Z     - 3,779,739.28  5,864,144.90   sFT  0.99991215   +2 00 01.0
 GY3158;SPC KY S     -   651,997.112   787,410.501   MT  0.99996136   +1 58 33.0
 GY3158;SPC KY S     - 2,139,093.86  2,583,362.62   sFT  0.99996136   +1 58 33.0
 GY3158;UTM  17      - 4,168,952.425   368,394.952   MT  0.99981333   -0 54 42.1
 GY3158
 GY3158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3158!SPC KY1Z     -   0.99992554  x   0.99991215  =   0.99983770
 GY3158!SPC KY S     -   0.99992554  x   0.99996136  =   0.99988690
 GY3158!UTM  17      -   0.99992554  x   0.99981333  =   0.99973889
 GY3158
 GY3158|---------------------------------------------------------------------|
 GY3158| PID    Reference Object                     Distance      Geod. Az  |
 GY3158|                                                           dddmmss.s |
 GY3158| DB9331 FLAG RM 1                            23.341 METERS 00534     |
 GY3158| DB9330 FLAG AZ MK                                         0673724.5 |
 GY3158| DB9332 FLAG RM 2                            29.688 METERS 23723     |
 GY3158| GY3227 LOOKOUT TWR 5 MI E PRESTONBURG      APPROX.16.9 KM 2755703.2 |
 GY3158|---------------------------------------------------------------------|
 GY3158
 GY3158                          SUPERSEDED SURVEY CONTROL
 GY3158
 GY3158  NAD 83(1993)-  37 39 29.93902(N)    082 29 31.29430(W) AD(       ) 2
 GY3158  NAD 83(1986)-  37 39 29.93900(N)    082 29 31.29458(W) AD(       ) 2
 GY3158  NAD 27      -  37 39 29.59000(N)    082 29 31.75400(W) AD(       ) 2
 GY3158  NGVD 29 (07/19/86)  506.6    (m)         1662.     (f) VERT ANG       
 GY3158
 GY3158.Superseded values are not recommended for survey control.
 GY3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3158.See file dsdata.txt to determine how the superseded data were derived.
 GY3158
 GY3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB6839568952(NAD 83)
 GY3158_MARKER: DB = BENCH MARK DISK
 GY3158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3158_SP_SET: PREFABRICATED CONCRETE POST
 GY3158
 GY3158  HISTORY     - Date     Condition        Report By
 GY3158  HISTORY     - 1949     MONUMENTED       USGS
 GY3158  HISTORY     - 1957     GOOD             CGS
 GY3158  HISTORY     - 1982     GOOD             LOCSUR
 GY3158
 GY3158                          STATION DESCRIPTION
 GY3158
 GY3158'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (LWS)
 GY3158'STATION IS LOCATED ABOUT 16 MILES EAST OF PRESTONBURG AND 12 MILES
 GY3158'NORTH OF PIKEVILLE ON THE HIGHEST MOUNTAIN IN THE VICINITY.  IT
 GY3158'IS 17 FEET NORTH OF AN OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH
 GY3158'SIDE AND 5 FEET WEST OF A WHITE WITNESS POST.  THE DISK IS A STANDARD
 GY3158'USGS BENCH MARK DISK CAPPED ON TOP OF A 4-INCH IRON PIPE WHICH
 GY3158'PROJECTS ABOUT 12 INCHES ABOVE THE GROUND.  (NO STAMPINGS.)
 GY3158'
 GY3158'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE NORTH END OF RIDGE.  THE
 GY3158'DISK IS SET FLUSH IN A BOULDER WHICH IS FLUSH WITH THE GROUND AND IS
 GY3158'STAMPED FLAG USGS NO 1 1949.
 GY3158'
 GY3158'REFERENCE MARK NO. 2 IS OVER THE SOUTHWEST SIDE OF RIDGE ABOUT 12
 GY3158'FEET LOWER IN ELEVATION.  THE DISK IS SET FLUSH IN A BOULDER WHICH
 GY3158'IS FLUSH WITH THE GROUND AND IS STAMPED FLAG USGS NO 2 1949.
 GY3158'
 GY3158'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3158'
 GY3158'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 460 AND 23 AND
 GY3158'STATE HIGHWAY 119 IN THE EAST END OF PIKEVILLE, GO NORTH ON
 GY3158'HIGHWAY 119 FOR 0.15 MILE ACROSS BRIDGE, TURN LEFT ON HIGHWAY AND GO
 GY3158'NORTHEAST FOR 14.2 MILES TO A GRAVEL SIDE ROAD SHARP LEFT, TURN
 GY3158'SHARP LEFT AND FOLLOW MAIN ROAD FOR 9.6 MILES TO A FOOT BRIDGE, THIS
 GY3158'IS ABOUT 0.1 MILE PAST A SAWMILL, AND END OF TRUCK TRAVEL.  FROM
 GY3158'HERE PACK ACROSS FOOT BRIDGE AND GO UP MOUNTAIN TO THE SOUTHWEST TO
 GY3158'THE TOP OF RIDGE, TURN RIGHT AND FOLLOW RIDGE TO NEAR THE HIGHEST
 GY3158'POINT, TURN LEFT AND FOLLOW A NARROW RIDGE TO THE TOP OF SECOND
 GY3158'PEAK AND STATION ON THE HIGHEST POINT AS DESCRIBED.  (THERE IS NO
 GY3158'DEFINITE TRAIL FROM END OF TRUCK TRAVEL TO STATION.) THIS IS
 GY3158'APPROXIMATELY 1-1/2 MILES - 1-1/2 HOUR PACK.
 GY3158'
 GY3158'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GY3158
 GY3158                          STATION RECOVERY (1957)
 GY3158
 GY3158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3158'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS ARE IN
 GY3158'GOOD CONDITION, AND THE DISTANCE AND DIRECTION VERIFIED.
 GY3158'
 GY3158'AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 GY3158'
 GY3158'FOLLOWING IS A NEW TO REACH FOR THE STATION AND A DESCRIPTION FOR THE
 GY3158'AZIMUTH MARK.
 GY3158'
 GY3158'TO REACH FROM THE WEST END OF THE STEEL BRIDGE ON U.S. HIGHWAY 119 IN
 GY3158'WILLIAMSON, WEST VIRGINIA, GO SOUTH ON U.S.  HIGHWAY 119 FOR
 GY3158'16.8 MILES TO THE JUNCTION WITH KENTUCKY STATE HIGHWAY 1561, TURN
 GY3158'RIGHT ON STATE HIGHWAY 1561 AND GO 5.4 MILES TO THE END OF THE
 GY3158'BLACKTOP ROAD, CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR 4.0 MILES
 GY3158'TO A SIDE ROAD ON THE LEFT.  (TURN LEFT AND GO SOUTH ON GRAVEL ROAD
 GY3158'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.) CONTINUE STRAIGHT
 GY3158'AHEAD ON GRAVEL ROAD FOR 0.2 MILE TO A SWINGING FOOT BRIDGE AND
 GY3158'THE END OF TRUCK TRAVEL.  FROM HERE PACK ACROSS FOOT BRIDGE AND GO
 GY3158'UP MOUNTAIN TO THE SOUTHWEST TO THE TOP OF RIDGE, TURN RIGHT AND
 GY3158'FOLLOW RIDGE TO NEAR THE HIGHEST POINT, TURN LEFT AND FOLLOW A
 GY3158'NARROW RIDGE TO THE TOP OF SECOND PEAK AND THE STATION ON THE HIGHEST
 GY3158'POINT.  (ABOUT A 1 HOUR PACK)
 GY3158'
 GY3158'AZIMUTH MARK, A STANDARD DISK STAMPED FLAG 1957, IS SET IN A SQUARE
 GY3158'CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 22.5 FEET WEST OF THE
 GY3158'CENTER OF THE GRAVEL ROAD AND ABOUT 6 FEET HIGHER THAN THE ROAD.  A
 GY3158'STANDARD WITNESS POST WAS SET 1.5 FEET NORTH OF THE MARK.
 GY3158
 GY3158                          STATION RECOVERY (1982)
 GY3158
 GY3158'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (OC)
 GY3158'NO STAMPINGS RECOVERED IN GOOD CONDITION.
 GY3158'
 GY3158'FLAG USGS NO 1 1949 RECOVERED IN GOOD CONDITION.
 GY3158'
 GY3158'DID NOT CHECK FOR REFERENCE MARK 2 BECAUSE OF UNDER BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2347 ***********************************************************************
 HY2347  DESIGNATION -  FLAG POINT ST FOREST LOT
 HY2347  PID         -  HY2347
 HY2347  STATE/COUNTY-  KY/LEWIS
 HY2347  USGS QUAD   -  GARRISON (1995)
 HY2347
 HY2347                         *CURRENT SURVEY CONTROL
 HY2347  ___________________________________________________________________
 HY2347* NAD 83(1993)-  38 36 35.49745(N)    083 12 37.77479(W)     ADJUSTED  
 HY2347* NAVD 88     -                                                        
 HY2347  ___________________________________________________________________
 HY2347  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 HY2347  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HY2347
 HY2347  HORZ ORDER  -  THIRD
 HY2347
 HY2347.The horizontal coordinates were established by classical geodetic methods
 HY2347.and adjusted by the National Geodetic Survey in April 1998..
 HY2347
 HY2347
 HY2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2347
 HY2347.The geoid height was determined by GEOID03.
 HY2347
 HY2347;                    North         East     Units Scale Factor Converg.
 HY2347;SPC KY1Z     - 1,255,671.927 1,721,161.111   MT  0.99998680   +1 33 33.0
 HY2347;SPC KY1Z     - 4,119,650.31  5,646,842.75   sFT  0.99998680   +1 33 33.0
 HY2347;SPC KY N     -   123,703.067   590,536.094   MT  0.99996517   +0 38 47.9
 HY2347;SPC KY N     -   405,849.15  1,937,450.50   sFT  0.99996517   +0 38 47.9
 HY2347;SPC OH S     -    67,947.227   538,114.979   MT  1.00002657   -0 27 03.0
 HY2347;UTM  17      - 4,275,801.269   307,532.167   MT  1.00005620   -1 22 47.3
 HY2347
 HY2347                          SUPERSEDED SURVEY CONTROL
 HY2347
 HY2347  NAD 83(1993)-  38 36 35.49748(N)    083 12 37.77463(W) AD(       ) 4
 HY2347  NAD 83(1986)-  38 36 35.50617(N)    083 12 37.77905(W) AD(       ) 4
 HY2347  NAD 27      -  38 36 35.22900(N)    083 12 38.12800(W) AD(       ) 3
 HY2347
 HY2347.Superseded values are not recommended for survey control.
 HY2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2347.See file dsdata.txt to determine how the superseded data were derived.
 HY2347
 HY2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC0753275801(NAD 83)
 HY2347_MARKER: 57 = LOOKOUT TOWER
 HY2347
 HY2347  HISTORY     - Date     Condition        Report By
 HY2347  HISTORY     - 1953     FIRST OBSERVED   CGS
 HY2347  HISTORY     - 1959     GOOD             THOMAS
 HY2347
 HY2347                          STATION DESCRIPTION
 HY2347
 HY2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2347'THE STATION IS THE CENTER OF THE BASE OF THE FLAG POINT STATE FOREST
 HY2347'LOOKOUT TOWER WHICH IS LOCATED ABOUT 7 MILES EAST OF VANCEBURG AND 2
 HY2347'MILES NORTHWEST OF GARRISON, ATOP THE HIGHEST HILL IN THE VICINITY
 HY2347'AND IS ON GOVERNMENT OWNED LAND.  IT IS A FOUR LEGGED WOOD TOWER WITH
 HY2347'AN ENCLOSED OBSERVATION ROOM ATOP AND IS ABOUT 50 FEET HIGH.
 HY2347'
 HY2347'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ROUND TOP 2
 HY2347'1953 TO THE CENTER OF THE BASE OF THE OWER AND THE DISTANCE IS 19.5
 HY2347'FEET (5.94 METERS).
 HY2347'
 HY2347'TO REACH THE STATION FROM THE LEWIS COUNTY COURTHOUSE IN VANCEBURG,
 HY2347'GO EAST ON STATE HIGHWAY 10 FOR 7.4 MILES TO A WIRE GATE ON THE RIGHT
 HY2347'JUST AFTER PASSING HOUSE OF MR J L COTTEN ON THE RIGHT.  THIS IS THE
 HY2347'END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHWEST UP STEEP HILL ALONG
 HY2347'OLD ROAD FOR ABOUT 1/2 MILE TO A WIRE FENCE AT THE CREST OF RIDGE,
 HY2347'TURN RIGHT AND PACK NORTH AND NORTHEAST ALONG ROAD ON TOP OF RIDGE
 HY2347'FOR ABOUT 1/2 MILE TO TOP OF HILL AND STATION.  THIS IS ABOUT A 30
 HY2347'MINUTE PACK.
 HY2347
 HY2347                          STATION RECOVERY (1959)
 HY2347
 HY2347'RECOVERY NOTE BY THOMAS ENG AND SURV 1959 (RGW)
 HY2347'CENTER OF BASE OF TOWER MEASURED 19.3 FEET FROM ROUND TOP 2 ONE
 HY2347'CORNER OF TOWER COULD BE NEW AND MOVED FROM 1953 LOCATION.  KEY TO
 HY2347'TOWER IS OBTAINED FROM STATE FIRE MARSHALL LESTAR CARVER IN
 HY2347'VANCEBURG KY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1310 ***********************************************************************
 HA1310  DESIGNATION -  FLAHERTY
 HA1310  PID         -  HA1310
 HA1310  STATE/COUNTY-  KY/MEADE
 HA1310  USGS QUAD   -  FLAHERTY (1991)
 HA1310
 HA1310                         *CURRENT SURVEY CONTROL
 HA1310  ___________________________________________________________________
 HA1310* NAD 83(1993)-  37 51 44.75868(N)    086 05 41.30065(W)     ADJUSTED  
 HA1310* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 HA1310  ___________________________________________________________________
 HA1310  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 HA1310  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HA1310
 HA1310  HORZ ORDER  -  SECOND
 HA1310
 HA1310.The horizontal coordinates were established by classical geodetic methods
 HA1310.and adjusted by the National Geodetic Survey in December 1995..
 HA1310
 HA1310.The orthometric height was scaled from a topographic map.
 HA1310
 HA1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1310
 HA1310.The geoid height was determined by GEOID03.
 HA1310
 HA1310;                    North         East     Units Scale Factor Converg.
 HA1310;SPC KY1Z     - 1,169,759.132 1,469,661.330   MT  0.99990497   -0 12 42.1
 HA1310;SPC KY1Z     - 3,837,784.75  4,821,713.88   sFT  0.99990497   -0 12 42.1
 HA1310;SPC KY S     -   669,751.243   469,658.814   MT  0.99998783   -0 12 32.8
 HA1310;SPC KY S     - 2,197,342.20  1,540,872.29   sFT  0.99998783   -0 12 32.8
 HA1310;UTM  16      - 4,190,937.907   579,622.694   MT  0.99967808   +0 33 20.2
 HA1310
 HA1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1310!SPC KY1Z     -   0.99995806  x   0.99990497  =   0.99986304
 HA1310!SPC KY S     -   0.99995806  x   0.99998783  =   0.99994589
 HA1310!UTM  16      -   0.99995806  x   0.99967808  =   0.99963616
 HA1310
 HA1310|---------------------------------------------------------------------|
 HA1310| PID    Reference Object                     Distance      Geod. Az  |
 HA1310|                                                           dddmmss.s |
 HA1310| CG8676 FLAHERTY RM 1                        30.544 METERS 02002     |
 HA1310| CG8675 FLAHERTY AZ MK                                     0431249.2 |
 HA1310| CG8677 FLAHERTY RM 2                        27.548 METERS 23257     |
 HA1310|---------------------------------------------------------------------|
 HA1310
 HA1310                          SUPERSEDED SURVEY CONTROL
 HA1310
 HA1310  NAD 83(1986)-  37 51 44.76576(N)    086 05 41.30670(W) AD(       ) 2
 HA1310  NAD 27      -  37 51 44.52300(N)    086 05 41.42100(W) AD(       ) 2
 HA1310
 HA1310.Superseded values are not recommended for survey control.
 HA1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1310.See file dsdata.txt to determine how the superseded data were derived.
 HA1310
 HA1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7962390938(NAD 83)
 HA1310_MARKER: DS = TRIANGULATION STATION DISK
 HA1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1310
 HA1310  HISTORY     - Date     Condition        Report By
 HA1310  HISTORY     - 1950     MONUMENTED       CGS
 HA1310
 HA1310                          STATION DESCRIPTION
 HA1310
 HA1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1310'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF IRVINGTON AND ABOUT 10
 HA1310'MILES SOUTHEAST OF BRANDENBURG.  IT IS 93 FEET NORTH OF A 18 INCH
 HA1310'OAK TREE, 82 FEET SOUTHWEST OF A FENCE CORNER, 10 FEET NORTHWEST OF A
 HA1310'WHITE WITNESS POST AND A FENCELINE.  THE MARK IS UNDERGROUND
 HA1310'ABOUT 12 INCHES AND THE DISK IS STAMPED FLAHERTY 1950.
 HA1310'
 HA1310'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHWEST OF A FENCELINE.  THE MARK
 HA1310'PROJECTS 4 INCHES AND THE DISK IS STAMPED FLAHERTY NO 1 1950.
 HA1310'
 HA1310'REFERENCE MARK NO. 2 IS 3 FEET NORTH OF A 18 INCH OAK TREE AND 1 FOOT
 HA1310'NORTHWEST OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE
 HA1310'DISK IS STAMPED FLAHERTY NO 2 1950.
 HA1310'
 HA1310'AZIMUTH MARK IS 30 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY NO.
 HA1310'64, 2 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT SOUTHWEST OF
 HA1310'A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HA1310'STAMPED FLAHERTY 1950.
 HA1310'
 HA1310'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 228 AND
 HA1310'U.S. HIGHWAY NO. 60 IN BRANDENBURG, GO SOUTHEAST ON U.S. HIGHWAY NO.
 HA1310'60 FOR 9.45 MILES TO THE JUNCTION OF STATE HIGHWAY NO. 64, TURN RIGHT
 HA1310'ON STATE HIGHWAY NO. 64 AND GO 1.25 MILE TO THE AZIMUTH MARK ON
 HA1310'THE LEFT, CONTINUE FOR 0.35 MILE TO A DRIVEWAY ON THE RIGHT, TURN
 HA1310'RIGHT INTO DRIVEWAY AND GO 0.25 MILE TO HOSE ON THE RIGHT,
 HA1310'HERE GO IN A WESTERLY DIRECTION UP HILL FOR ABOUT 0.5 MILE TO THE
 HA1310'NORTHEAST CORNER OF A CULTIVATED FIELD AND THE STATION AS
 HA1310'DESCRIBED.
 HA1310'
 HA1310'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3234 ***********************************************************************
 GY3234  DESIGNATION -  FLAT GAP LOOKOUT TOWER
 GY3234  PID         -  GY3234
 GY3234  STATE/COUNTY-  KY/JOHNSON
 GY3234  USGS QUAD   -  SITKA (1992)
 GY3234
 GY3234                         *CURRENT SURVEY CONTROL
 GY3234  ___________________________________________________________________
 GY3234* NAD 83(1993)-  37 55 21.33966(N)    082 52 24.27307(W)     ADJUSTED  
 GY3234* NAVD 88     -                                                        
 GY3234  ___________________________________________________________________
 GY3234  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 GY3234  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 GY3234
 GY3234  HORZ ORDER  -  THIRD
 GY3234
 GY3234.The horizontal coordinates were established by classical geodetic methods
 GY3234.and adjusted by the National Geodetic Survey in December 1995..
 GY3234
 GY3234
 GY3234.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3234
 GY3234.The geoid height was determined by GEOID03.
 GY3234
 GY3234;                    North         East     Units Scale Factor Converg.
 GY3234;SPC KY1Z     - 1,180,277.470 1,752,859.382   MT  0.99990527   +1 45 58.0
 GY3234;SPC KY1Z     - 3,872,293.67  5,750,839.49   sFT  0.99990527   +1 45 58.0
 GY3234;SPC KY S     -   680,223.612   752,883.820   MT  0.99999806   +1 44 40.4
 GY3234;SPC KY S     - 2,231,700.30  2,470,086.33   sFT  0.99999806   +1 44 40.4
 GY3234;SPC KY N     -    47,811.039   621,032.673   MT  1.00000696   +0 51 22.8
 GY3234;SPC KY N     -   156,860.05  2,037,504.69   sFT  1.00000696   +0 51 22.8
 GY3234;UTM  17      - 4,198,881.562   335,339.696   MT  0.99993395   -1 09 05.9
 GY3234
 GY3234                          SUPERSEDED SURVEY CONTROL
 GY3234
 GY3234  NAD 83(1986)-  37 55 21.34593(N)    082 52 24.27814(W) AD(       ) 4
 GY3234  NAD 27      -  37 55 21.01000(N)    082 52 24.69000(W) AD(       ) 3
 GY3234
 GY3234.Superseded values are not recommended for survey control.
 GY3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3234.See file dsdata.txt to determine how the superseded data were derived.
 GY3234
 GY3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB3534098882(NAD 83)
 GY3234_MARKER: 57 = LOOKOUT TOWER
 GY3234
 GY3234  HISTORY     - Date     Condition        Report By
 GY3234  HISTORY     - 1949     FIRST OBSERVED   CGS
 GY3234
 GY3234                          STATION DESCRIPTION
 GY3234
 GY3234'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3234'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF PAINTSVILLE AND ONE
 GY3234'MILE EAST OF FLAT GAP ON A HIGH WOODED HILL OWNED BY THE STATE OF
 GY3234'KENTUCKY.  IT IS A STANDARD LOOKOUT TOWER OF STEEL CONSTRUCTION ABOUT
 GY3234'75 FEET HIGH WITH A ENCLOSED SQUARE CAB ON TOP AND PAINTED GRAY.
 GY3234'THE POINT INTERSECTED WAS THE POINT OF THE ROOF OF THE CAB.
 GY3234'
 GY3234'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND STATE
 GY3234'HIGHWAY 172 ABOUT 4 MILES NORTHWEST OF PAINTSVILLE, GO NORTH ON
 GY3234'HIGHWAY 172 FOR 8.5 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO 1.1
 GY3234'MILES TO A T-ROAD INTERSECTION IN FLAT GAP, TURN RIGHT AND GO 0.85
 GY3234'MILE TO A GATE ON THE RIGHT AND A DIRT ROAD LEADING TO THE LOOKOUT
 GY3234'TOWER, TURN RIGHT PASS THROUGH GATE AND GO 0.5 MILE UP HILL TO THE
 GY3234'LOOKOUT TOWER AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2964 ***********************************************************************
 GA2964  DESIGNATION -  FLAT LICK
 GA2964  PID         -  GA2964
 GA2964  STATE/COUNTY-  KY/BELL
 GA2964  USGS QUAD   -  PINEVILLE (1974)
 GA2964
 GA2964                         *CURRENT SURVEY CONTROL
 GA2964  ___________________________________________________________________
 GA2964* NAD 83(1993)-  36 46 56.49490(N)    083 44 21.00449(W)     ADJUSTED  
 GA2964* NAVD 88     -       312.841  (meters)    1026.38   (feet)  ADJUSTED  
 GA2964  ___________________________________________________________________
 GA2964  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 GA2964  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GA2964  DYNAMIC HT  -         312.578 (meters)    1025.52  (feet)  COMP
 GA2964  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GA2964
 GA2964  HORZ ORDER  -  THIRD
 GA2964  VERT ORDER  -  SECOND    CLASS 0
 GA2964
 GA2964.The horizontal coordinates were established by classical geodetic methods
 GA2964.and adjusted by the National Geodetic Survey in December 1995..
 GA2964
 GA2964.The orthometric height was determined by differential leveling
 GA2964.and adjusted by the National Geodetic Survey in June 1991..
 GA2964
 GA2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2964
 GA2964.The geoid height was determined by GEOID03.
 GA2964
 GA2964.The dynamic height is computed by dividing the NAVD 88
 GA2964.geopotential number by the normal gravity value computed on the
 GA2964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2964.degrees latitude (g = 980.6199 gals.).
 GA2964
 GA2964.The modeled gravity was interpolated from observed gravity values.
 GA2964
 GA2964;                    North         East     Units Scale Factor Converg.
 GA2964;SPC KY1Z     - 1,051,770.552 1,679,497.846   MT  1.00008560   +1 14 04.5
 GA2964;SPC KY1Z     - 3,450,683.89  5,510,152.52   sFT  1.00008560   +1 14 04.5
 GA2964;SPC KY S     -   551,740.247   679,481.287   MT  0.99999146   +1 13 10.2
 GA2964;SPC KY S     - 1,810,167.79  2,229,264.86   sFT  0.99999146   +1 13 10.2
 GA2964;UTM  17      - 4,074,229.473   255,560.158   MT  1.00033618   -1 38 27.5
 GA2964
 GA2964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2964!SPC KY1Z     -   0.99995569  x   1.00008560  =   1.00004128
 GA2964!SPC KY S     -   0.99995569  x   0.99999146  =   0.99994715
 GA2964!UTM  17      -   0.99995569  x   1.00033618  =   1.00029185
 GA2964
 GA2964|---------------------------------------------------------------------|
 GA2964| PID    Reference Object                     Distance      Geod. Az  |
 GA2964|                                                           dddmmss.s |
 GA2964| DB9334 FLAT LICK RM 1                        7.283 METERS 09253     |
 GA2964| DB9335 FLAT LICK RM 2                       14.092 METERS 16535     |
 GA2964| GA2963 FLAT LICK AZ MK                                    3333931.9 |
 GA2964|---------------------------------------------------------------------|
 GA2964
 GA2964                          SUPERSEDED SURVEY CONTROL
 GA2964
 GA2964  NAD 83(1993)-  36 46 56.49929(N)    083 44 21.00808(W) AD(       ) 3
 GA2964  NAD 83(1986)-  36 46 56.50287(N)    083 44 21.00807(W) AD(       ) 3
 GA2964  NAD 27      -  36 46 56.19400(N)    083 44 21.30400(W) AD(       ) 3
 GA2964  NGVD 29 (??/??/92)  312.993  (m)         1026.88   (f) ADJ UNCH    2 0
 GA2964
 GA2964.Superseded values are not recommended for survey control.
 GA2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2964.See file dsdata.txt to determine how the superseded data were derived.
 GA2964
 GA2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5556074229(NAD 83)
 GA2964_MARKER: DS = TRIANGULATION STATION DISK
 GA2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2964_STAMPING: FLATLICK 1950 1026.878
 GA2964_MARK LOGO: CGS   
 GA2964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2964+STABILITY: SURFACE MOTION
 GA2964
 GA2964  HISTORY     - Date     Condition        Report By
 GA2964  HISTORY     - 1950     MONUMENTED       CGS
 GA2964  HISTORY     - 1950     GOOD             CGS
 GA2964  HISTORY     - 1957     GOOD             CGS
 GA2964  HISTORY     - 1974     GOOD             NGS
 GA2964  HISTORY     - 1976     SEE DESCRIPTION  NGS
 GA2964
 GA2964                          STATION DESCRIPTION
 GA2964
 GA2964'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA2964'STATION IS LOCATED ALONG THE NORTHEAST SIDE OF U.S. HIGHWAY 25E,
 GA2964'ON PROPERTY OF MARY J. MASON, ABOUT 3 MILES NORTHWEST OF PINEVILLE.
 GA2964'IT IS 55 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 46 FEET
 GA2964'NORTHEAST OF
 GA2964'CENTER OF HIGHWAY 25E AND 7 FEET NORTHEAST OF A WHITE
 GA2964'WITNESS POST.  THE MARK
 GA2964'PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GA2964'STAMPED---FLAT LICK 1950.
 GA2964'
 GA2964'REFERENCE MARK NO. 1 IS 52 FEET NORTH OF THE NORTHWEST CORNER OF
 GA2964'HOUSE, 45 FEET NORTHWEST OF
 GA2964'THE NORTHEAST CORNER OF HOUSE AND ABOUT 8 FEET SOUTHEAST
 GA2964'OF A FENCE .  THE MARK PROJECTS
 GA2964'ABOUT 2 INCHES AND THE DISK IS
 GA2964'STAMPED---FLAT LICK NO 1 1950.
 GA2964'
 GA2964'REFERENCE MARK NO. 2 IS 40 FEET NORTHEAST OF CENTER OF HIGHWAY 25E
 GA2964'AND 8 FEET NORTHWEST OF
 GA2964'THE NORTHWEST CORNER OF HOUSE.  THE MARK IS FLUSH WITH
 GA2964'THE GROUND AND THE DISK IS
 GA2964'STAMPED---FLAT LICK NO 2 1950.
 GA2964'
 GA2964'AZIMUTH MARK IS 39 FEET SOUTHWEST OF CENTER OF HIGHWAY 25E, 2 FEET
 GA2964'SOUTHEAST OF A WHITE WITNESS
 GA2964'POST AND 1 FOOT NORTHEAST OF A FENCE.  THE MARK
 GA2964'PROJECTS ABOUT 4 INCHES AND THE
 GA2964'DISK IS STAMPED---FLAT LICK 1950.
 GA2964'
 GA2964'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E TRUCK
 GA2964'ROUTE AND STATE HIGHWAY
 GA2964'66 IN PINEVILLE, GO NORTHWEST ON HIGHWAY 25 FOR 3.05
 GA2964'MILES TO A HOUSE ON RIGHT AND
 GA2964'STATION AS DESCRIBED.
 GA2964'
 GA2964'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON HIGHWAY
 GA2964'25E FOR 0.2 MILE TO MARK ON
 GA2964'LEFT AS DESCRIBED.
 GA2964'
 GA2964'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2964
 GA2964                          STATION RECOVERY (1950)
 GA2964
 GA2964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 GA2964'3 MI N FROM PINEVILLE.
 GA2964'2.95 MILES NORTH ALONG U.S. HIGHWAY 25E FROM THE JUNCTION OF
 GA2964'STATE HIGHWAY 66 AT PINEVILLE, 45 1/2 FEET NORTHEAST OF THE
 GA2964'CENTER LINE OF THE HIGHWAY, 54.6 FEET NORTH-NORTHWEST OF THE WEST
 GA2964'CORNER OF A HOUSE WITH IMITATION RED BRICK SIDING, 46.2 FEET
 GA2964'NORTH-NORTHWEST OF RM NO. 2, 23.6 FEET WEST OF RM NO. 1, 7 FEET
 GA2964'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 GA2964'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GA2964
 GA2964                          STATION RECOVERY (1957)
 GA2964
 GA2964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GA2964'RECOVERED IN GOOD CONDITION.
 GA2964
 GA2964                          STATION RECOVERY (1974)
 GA2964
 GA2964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GA2964'THE STATION MARK WAS FOUND AFTER A LONG SEARCH.  THE REFERENCE MARKS
 GA2964'WERE NOT FOUND AND
 GA2964'ASSUMED TO HAVE EITHER BEEN DESTROYED OR COVERED
 GA2964'BY FILL.  THE AZIMUTH MARK WAS NOT
 GA2964'FOUND AFTER A LONG SEARCH.
 GA2964'REFERENCE MARKS 4 AND 5 WERE SET ALONG WITH A NEW
 GA2964'AZIMUTH MARK, (REFERENCE MARK 3)
 GA2964'WAS SET AND A POLARIS OBSERVATION MADE.  A NEW
 GA2964'DESCRIPTION FOLLOWS-
 GA2964'
 GA2964'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF PINEVILLE ON THE EAST
 GA2964'SIDE OF U.  S.
 GA2964'HIGHWAY 25E, ON THE PROPERTY OF MR.  JOHNNY MASON, 45
 GA2964'FEET EAST OF THE CENTERLINE OF THE
 GA2964'HIGHWAY, 43 FEET SOUTHEAST OF A
 GA2964'METAL WITNESS POST AND A POWER POLE AND 55 FEET
 GA2964'NORTHWEST OF THE
 GA2964'NORTHWEST CORNER OF THE CONCRETE PORCH OF BRACKETTS FRUIT MARKET.
 GA2964'THE MONUMENT IS
 GA2964'4 INCHES UNDERGROUND AND THE DISK IS STAMPED---FLAT LICK 1950.
 GA2964'
 GA2964'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 25E AND
 GA2964'STATE HIGHWAY 66
 GA2964'AT PINEVILLE, GO NORTHERLY ON HIGHWAY 25E FOR 2.75
 GA2964'MILES TO THE AZIMUTH MARK ON THE
 GA2964'LEFT.  CONTINUE NORTH ON THE
 GA2964'HIGHWAY FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GA2964'
 GA2964'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---FLAT LICK 1950 NO 4
 GA2964'1973, SET IN A
 GA2964'DRILL HOLE IN THE TOP AND NORTHWEST CORNER OF THE
 GA2964'CONCRETE PORCH, 56 FEET EAST OF
 GA2964'THE CENTERLINE OF THE HIGHWAY, 6
 GA2964'INCHES SOUTH OF THE NORTH EDGE OF THE PORCH AND 1
 GA2964'FOOT EAST OF THE
 GA2964'WEST EDGE OF PORCH.
 GA2964'
 GA2964'REFERENCE MARK 5 IS 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GA2964'63 FEET SOUTHWEST OF
 GA2964'THE SOUTHWEST CORNER OF A WHITE BRICK HOUSE AND 1
 GA2964'FOOT SOUTH OF A METAL WITNESS POST
 GA2964'AND A POWER POLE.  THE MONUMENT
 GA2964'PROJECTS 2 INCHES AND THE DISK IS STAMPED---FLAT LICK
 GA2964'1950 NO 5 1974.
 GA2964'
 GA2964'REFERENCE MARK 3 (AZ. MK.) IS A STANDARD DISK,
 GA2964'STAMPED---FLAT LICK 1950 NO 3 1974, SET IN
 GA2964'A DRILL HOLE IN THE TOP AND SOUTH END OF THE WEST
 GA2964'HEADWALL ABOUT 1 FOOT LOWER THAN THE
 GA2964'HIGHWAY, 21 FEET WEST OF THE
 GA2964'CENTERLINE OF THE HIGHWAY, AND ABOUT 75 FEET NORTHWEST OF THE
 GA2964'NORTHWEST CORNER OF ADKINS PRODUCE (CONCRETE BLOCK BUILDING)
 GA2964'
 GA2964'HEIGHT OF LIGHT ABOVE STATION 5 FEET.
 GA2964
 GA2964                          STATION RECOVERY (1976)
 GA2964
 GA2964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GA2964'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 GA2964'SITE HAS BEEN PAVED AND COVERED BY FILL DIRT.  THE STATION MARK WAS
 GA2964'FOUND AND ADDITIONAL CONCRETE WAS POURED HOLDING THE ORIGINAL POINT
 GA2964'AND A DISK WAS SET TO BRING THE MARK UP EVEN WITH THE PAVEMENT.
 GA2964'THE NEW DISK IS STAMPED---FLAT LICK 1950 1976.  THE PROPERTY OWNER
 GA2964'IS MR. JOHNNY MASON, GEN. DEL., PINEVILLE, KENTUCKY.  THE 1974
 GA2964'DESCRIPTION IS GOOD WITH THE NEW INFORMATION ABOVE.
 GA2964'
 GA2964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES NORTH
 GA2964'OF PINEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2963 ***********************************************************************
 GA2963  DESIGNATION -  FLAT LICK AZ MK
 GA2963  PID         -  GA2963
 GA2963  STATE/COUNTY-  KY/BELL
 GA2963  USGS QUAD   -  PINEVILLE (1974)
 GA2963
 GA2963                         *CURRENT SURVEY CONTROL
 GA2963  ___________________________________________________________________
 GA2963* NAD 83(1986)-  36 47 06.     (N)    083 44 27.     (W)     SCALED    
 GA2963* NAVD 88     -       312.874  (meters)    1026.49   (feet)  ADJUSTED  
 GA2963  ___________________________________________________________________
 GA2963  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GA2963  DYNAMIC HT  -         312.611 (meters)    1025.62  (feet)  COMP
 GA2963  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 GA2963
 GA2963  VERT ORDER  -  SECOND    CLASS 0
 GA2963
 GA2963.The horizontal coordinates were scaled from a topographic map and have
 GA2963.an estimated accuracy of +/- 6 seconds.
 GA2963
 GA2963.The orthometric height was determined by differential leveling
 GA2963.and adjusted by the National Geodetic Survey in June 1991..
 GA2963
 GA2963.The geoid height was determined by GEOID03.
 GA2963
 GA2963.The dynamic height is computed by dividing the NAVD 88
 GA2963.geopotential number by the normal gravity value computed on the
 GA2963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2963.degrees latitude (g = 980.6199 gals.).
 GA2963
 GA2963.The modeled gravity was interpolated from observed gravity values.
 GA2963
 GA2963;                    North         East    Units  Estimated Accuracy
 GA2963;SPC KY1Z     - 1,052,060.    1,679,340.      MT  (+/- 180 meters Scaled)
 GA2963
 GA2963                          SUPERSEDED SURVEY CONTROL
 GA2963
 GA2963  NGVD 29 (??/??/92)  313.026  (m)         1026.99   (f) ADJ UNCH    2 0
 GA2963
 GA2963.Superseded values are not recommended for survey control.
 GA2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2963.See file dsdata.txt to determine how the superseded data were derived.
 GA2963
 GA2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA554745(NAD 83)
 GA2963_MARKER: DZ = AZIMUTH MARK DISK
 GA2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2963_STAMPING: FLAT LICK 1950
 GA2963_MARK LOGO: CGS   
 GA2963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2963+STABILITY: SURFACE MOTION
 GA2963
 GA2963  HISTORY     - Date     Condition        Report By
 GA2963  HISTORY     - 1950     MONUMENTED       CGS
 GA2963  HISTORY     - 1957     MARK NOT FOUND   CGS
 GA2963
 GA2963                          STATION DESCRIPTION
 GA2963
 GA2963'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2963'3.2 MI N FROM PINEVILLE.
 GA2963'3.15 MILES NORTH ALONG U.S. HIGHWAY 25E FROM THE JUNCTION OF
 GA2963'STATE HIGHWAY 66 AT PINEVILLE, ABOUT 0.95 MILE SOUTHEAST ALONG
 GA2963'HIGHWAY 25E FROM THE JUNCTION OF STATE HIGHWAY 92, 85 YARDS
 GA2963'SOUTH AND ACROSS HIGHWAY FROM A CONCRETE BLOCK BUILDING HOUSING
 GA2963'STRAIGHT WAY SERVICE STATION AND GARAGE, 38 FEET SOUTHWEST OF
 GA2963'THE CENTER LINE OF THE HIGHWAY, 65 FEET NORTHWEST OF THE NORTHWEST
 GA2963'END OF THE SOUTHWEST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT,
 GA2963'1/2 FOOT NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE
 GA2963'WOODEN WITNESS POST, ABOUT 7 FEET ABOVE THE HIGHWAY AND SET IN
 GA2963'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GA2963
 GA2963                          STATION RECOVERY (1957)
 GA2963
 GA2963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GA2963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2956 ***********************************************************************
 GZ2956  DESIGNATION -  FLAT LICK BAPT CHURCH BELFRY
 GZ2956  PID         -  GZ2956
 GZ2956  STATE/COUNTY-  KY/PULASKI
 GZ2956  USGS QUAD   -  SHOPVILLE (1987)
 GZ2956
 GZ2956                         *CURRENT SURVEY CONTROL
 GZ2956  ___________________________________________________________________
 GZ2956* NAD 83(1993)-  37 10 59.09930(N)    084 28 17.15524(W)     ADJUSTED  
 GZ2956* NAVD 88     -                                                        
 GZ2956  ___________________________________________________________________
 GZ2956  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 GZ2956  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GZ2956
 GZ2956  HORZ ORDER  -  THIRD
 GZ2956
 GZ2956.The horizontal coordinates were established by classical geodetic methods
 GZ2956.and adjusted by the National Geodetic Survey in December 1995..
 GZ2956
 GZ2956
 GZ2956.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2956
 GZ2956.The geoid height was determined by GEOID03.
 GZ2956
 GZ2956;                    North         East     Units Scale Factor Converg.
 GZ2956;SPC KY1Z     - 1,095,086.784 1,613,527.934   MT  0.99997762   +0 47 06.0
 GZ2956;SPC KY1Z     - 3,592,797.22  5,293,716.23   sFT  0.99997762   +0 47 06.0
 GZ2956;SPC KY S     -   595,068.022   613,524.755   MT  0.99994886   +0 46 31.5
 GZ2956;SPC KY S     - 1,952,319.00  2,012,872.47   sFT  0.99994886   +0 46 31.5
 GZ2956;UTM  16      - 4,118,177.185   724,461.283   MT  1.00022069   +1 31 43.7
 GZ2956
 GZ2956                          SUPERSEDED SURVEY CONTROL
 GZ2956
 GZ2956  NAD 83(1986)-  37 10 59.10794(N)    084 28 17.16155(W) AD(       ) 4
 GZ2956  NAD 27      -  37 10 58.81900(N)    084 28 17.37800(W) AD(       ) 3
 GZ2956
 GZ2956.Superseded values are not recommended for survey control.
 GZ2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2956.See file dsdata.txt to determine how the superseded data were derived.
 GZ2956
 GZ2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2446118177(NAD 83)
 GZ2956_MARKER: 75 = BELFRY
 GZ2956
 GZ2956  HISTORY     - Date     Condition        Report By
 GZ2956  HISTORY     - 1950     FIRST OBSERVED   CGS
 GZ2956
 GZ2956                          STATION DESCRIPTION
 GZ2956
 GZ2956'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2956'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF SOMERSET.  IT IS A
 GZ2956'WHITE FRAME BELFRY OVER THE ENTRANCE OF A ONE STORY GREY STONE
 GZ2956'CHURCH.  THE POINT OBSERVED ON WAS THE APEX OF THE ROOF OF THE
 GZ2956'BELFRY.
 GZ2956'
 GZ2956'TO REACH THE STATION FROM THE PUBLIC SQUARE IN SOMERSET GO NORTHEAST
 GZ2956'ON STATE HIGHWAY 80 FOR 6.7 MILES TO THE JUNCTION OF STATE HIGHWAY
 GZ2956'461, TURN LEFT ON HIGHWAY 461 AND GO 3.7 MILE TO A T-ROAD RIGHT, TURN
 GZ2956'RIGHT AND GO 0.1 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3223 ***********************************************************************
 GA3223  DESIGNATION -  FLAT LICK RESET
 GA3223  PID         -  GA3223
 GA3223  STATE/COUNTY-  KY/BELL
 GA3223  USGS QUAD   -  PINEVILLE (1974)
 GA3223
 GA3223                         *CURRENT SURVEY CONTROL
 GA3223  ___________________________________________________________________
 GA3223* NAD 83(1986)-  36 46 56.     (N)    083 44 21.     (W)     SCALED    
 GA3223* NAVD 88     -       313.06   (meters)    1027.1    (feet)  RESET     
 GA3223  ___________________________________________________________________
 GA3223  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GA3223
 GA3223  VERT ORDER  -  THIRD
 GA3223
 GA3223.The horizontal coordinates were scaled from a topographic map and have
 GA3223.an estimated accuracy of +/- 6 seconds.
 GA3223
 GA3223.The orthometric height was computed from unverified reset data.
 GA3223.No vertical observational check was made to the station.
 GA3223
 GA3223.The geoid height was determined by GEOID03.
 GA3223
 GA3223;                    North         East    Units  Estimated Accuracy
 GA3223;SPC KY1Z     - 1,051,760.    1,679,500.      MT  (+/- 180 meters Scaled)
 GA3223
 GA3223                          SUPERSEDED SURVEY CONTROL
 GA3223
 GA3223  NGVD 29 (10/08/05)  313.21   (m)         1027.6    (f) RESET       3  
 GA3223
 GA3223.Superseded values are not recommended for survey control.
 GA3223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3223.See file dsdata.txt to determine how the superseded data were derived.
 GA3223
 GA3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA555742(NAD 83)
 GA3223_MARKER: DS = TRIANGULATION STATION DISK
 GA3223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3223_STAMPING: FLAT LICK 1950 1976
 GA3223_MARK LOGO: NGS   
 GA3223_PROJECTION: FLUSH
 GA3223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3223+STABILITY: SURFACE MOTION
 GA3223
 GA3223  HISTORY     - Date     Condition        Report By
 GA3223  HISTORY     - 1976     MONUMENTED       NGS
 GA3223
 GA3223                          STATION DESCRIPTION
 GA3223
 GA3223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GA3223'3.0 MI NORTH FROM PINEVILLE.
 GA3223'3.0 MILES NORTH ON U.S. HIGHWAY 25E FROM ITS JUNCTION WITH STATE
 GA3223'HIGHWAY 66 IN PINEVILLE, ON THE PROPERTY OF MR. JOHNNY MASON,
 GA3223'45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND A POWER POLE,
 GA3223'55 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE PORCH
 GA3223'OF BRACKETTS FRUIT MARKET.
 GA3223'THE MARK IS 43 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2965 ***********************************************************************
 GA2965  DESIGNATION -  FLAT LICK RM 1
 GA2965  PID         -  GA2965
 GA2965  STATE/COUNTY-  KY/BELL
 GA2965  USGS QUAD   -  PINEVILLE (1974)
 GA2965
 GA2965                         *CURRENT SURVEY CONTROL
 GA2965  ___________________________________________________________________
 GA2965* NAD 83(1986)-  36 46 56.     (N)    083 44 21.     (W)     SCALED    
 GA2965* NAVD 88     -       312.589  (meters)    1025.55   (feet)  ADJUSTED  
 GA2965  ___________________________________________________________________
 GA2965  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GA2965  DYNAMIC HT  -         312.326 (meters)    1024.69  (feet)  COMP
 GA2965  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GA2965
 GA2965  VERT ORDER  -  SECOND    CLASS 0
 GA2965
 GA2965.The horizontal coordinates were scaled from a topographic map and have
 GA2965.an estimated accuracy of +/- 6 seconds.
 GA2965
 GA2965.The orthometric height was determined by differential leveling
 GA2965.and adjusted by the National Geodetic Survey in June 1991..
 GA2965
 GA2965.The geoid height was determined by GEOID03.
 GA2965
 GA2965.The dynamic height is computed by dividing the NAVD 88
 GA2965.geopotential number by the normal gravity value computed on the
 GA2965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2965.degrees latitude (g = 980.6199 gals.).
 GA2965
 GA2965.The modeled gravity was interpolated from observed gravity values.
 GA2965
 GA2965;                    North         East    Units  Estimated Accuracy
 GA2965;SPC KY1Z     - 1,051,760.    1,679,500.      MT  (+/- 180 meters Scaled)
 GA2965
 GA2965                          SUPERSEDED SURVEY CONTROL
 GA2965
 GA2965  NGVD 29 (??/??/92)  312.741  (m)         1026.05   (f) ADJ UNCH    2 0
 GA2965
 GA2965.Superseded values are not recommended for survey control.
 GA2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2965.See file dsdata.txt to determine how the superseded data were derived.
 GA2965
 GA2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA555742(NAD 83)
 GA2965_MARKER: DR = REFERENCE MARK DISK
 GA2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2965_STAMPING: FLAT LICK NO 1 1950 1026.051
 GA2965_MARK LOGO: CGS   
 GA2965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2965+STABILITY: SURFACE MOTION
 GA2965
 GA2965  HISTORY     - Date     Condition        Report By
 GA2965  HISTORY     - 1950     MONUMENTED       CGS
 GA2965  HISTORY     - 1957     GOOD             CGS
 GA2965
 GA2965                          STATION DESCRIPTION
 GA2965
 GA2965'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2965'3 MI N FROM PINEVILLE.
 GA2965'2.95 MILES NORTH ALONG U.S. HIGHWAY 25E FROM THE JUNCTION OF
 GA2965'STATE HIGHWAY 66 AT PINEVILLE, 67 FEET NORTHEAST OF THE CENTER
 GA2965'LINE OF THE HIGHWAY, 45 FEET NORTH OF THE NORTH CORNER OF A
 GA2965'HOUSE WITH IMITATION RED BRICK SIDING, 23.6 FEET EAST OF THE
 GA2965'STATION MARK, 45.3 FEET NORTH OF RM NO 2, ABOUT LEVEL WITH THE
 GA2965'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GA2965
 GA2965                          STATION RECOVERY (1957)
 GA2965
 GA2965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GA2965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2966 ***********************************************************************
 GA2966  DESIGNATION -  FLAT LICK RM 2
 GA2966  PID         -  GA2966
 GA2966  STATE/COUNTY-  KY/BELL
 GA2966  USGS QUAD   -  PINEVILLE (1974)
 GA2966
 GA2966                         *CURRENT SURVEY CONTROL
 GA2966  ___________________________________________________________________
 GA2966* NAD 83(1986)-  36 46 56.     (N)    083 44 21.     (W)     SCALED    
 GA2966* NAVD 88     -       312.700  (meters)    1025.92   (feet)  ADJUSTED  
 GA2966  ___________________________________________________________________
 GA2966  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GA2966  DYNAMIC HT  -         312.436 (meters)    1025.05  (feet)  COMP
 GA2966  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GA2966
 GA2966  VERT ORDER  -  SECOND    CLASS 0
 GA2966
 GA2966.The horizontal coordinates were scaled from a topographic map and have
 GA2966.an estimated accuracy of +/- 6 seconds.
 GA2966
 GA2966.The orthometric height was determined by differential leveling
 GA2966.and adjusted by the National Geodetic Survey in June 1991..
 GA2966
 GA2966.The geoid height was determined by GEOID03.
 GA2966
 GA2966.The dynamic height is computed by dividing the NAVD 88
 GA2966.geopotential number by the normal gravity value computed on the
 GA2966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2966.degrees latitude (g = 980.6199 gals.).
 GA2966
 GA2966.The modeled gravity was interpolated from observed gravity values.
 GA2966
 GA2966;                    North         East    Units  Estimated Accuracy
 GA2966;SPC KY1Z     - 1,051,760.    1,679,500.      MT  (+/- 180 meters Scaled)
 GA2966
 GA2966                          SUPERSEDED SURVEY CONTROL
 GA2966
 GA2966  NGVD 29 (??/??/92)  312.851  (m)         1026.41   (f) ADJ UNCH    2 0
 GA2966
 GA2966.Superseded values are not recommended for survey control.
 GA2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2966.See file dsdata.txt to determine how the superseded data were derived.
 GA2966
 GA2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA555742(NAD 83)
 GA2966_MARKER: DR = REFERENCE MARK DISK
 GA2966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2966_STAMPING: FLAT LICK NO 2 1950 1026.412
 GA2966_MARK LOGO: CGS   
 GA2966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2966+STABILITY: SURFACE MOTION
 GA2966
 GA2966  HISTORY     - Date     Condition        Report By
 GA2966  HISTORY     - 1950     MONUMENTED       CGS
 GA2966  HISTORY     - 1957     GOOD             CGS
 GA2966
 GA2966                          STATION DESCRIPTION
 GA2966
 GA2966'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2966'3 MI N FROM PINEVILLE.
 GA2966'2.95 MILES NORTH ALONG U.S. HIGHWAY 25E FROM THE JUNCTION OF
 GA2966'STATE HIGHWAY 66 AT PINEVILLE, 39.7 FEET NORTHEAST OF THE CENTER
 GA2966'LINE OF THE HIGHWAY, 8.4 FEET NORTHWEST OF THE WEST CORNER OF
 GA2966'A HOUSE WITH IMITATION RED BRICK SIDING, 46.2 FEET SOUTH-SOUTHEAST
 GA2966'OF THE STATION MARK, 45.3 FEET SOUTH OF RM NO. 1, ABOUT LEVEL WITH
 GA2966'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 GA2966'WITH THE GROUND.
 GA2966
 GA2966                          STATION RECOVERY (1957)
 GA2966
 GA2966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GA2966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3222 ***********************************************************************
 GA3222  DESIGNATION -  FLAT LICK RM 4
 GA3222  PID         -  GA3222
 GA3222  STATE/COUNTY-  KY/BELL
 GA3222  USGS QUAD   -  PINEVILLE (1974)
 GA3222
 GA3222                         *CURRENT SURVEY CONTROL
 GA3222  ___________________________________________________________________
 GA3222* NAD 83(1986)-  36 46 56.     (N)    083 44 21.     (W)     SCALED    
 GA3222* NAVD 88     -       313.17   (meters)    1027.5    (feet)  RESET     
 GA3222  ___________________________________________________________________
 GA3222  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GA3222
 GA3222  VERT ORDER  -  THIRD
 GA3222
 GA3222.The horizontal coordinates were scaled from a topographic map and have
 GA3222.an estimated accuracy of +/- 6 seconds.
 GA3222
 GA3222.The orthometric height was computed from unverified reset data.
 GA3222.No vertical observational check was made to the station.
 GA3222
 GA3222.The geoid height was determined by GEOID03.
 GA3222
 GA3222;                    North         East    Units  Estimated Accuracy
 GA3222;SPC KY1Z     - 1,051,760.    1,679,500.      MT  (+/- 180 meters Scaled)
 GA3222
 GA3222                          SUPERSEDED SURVEY CONTROL
 GA3222
 GA3222  NGVD 29 (10/08/05)  313.32   (m)         1028.0    (f) RESET       3  
 GA3222
 GA3222.Superseded values are not recommended for survey control.
 GA3222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3222.See file dsdata.txt to determine how the superseded data were derived.
 GA3222
 GA3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA555742(NAD 83)
 GA3222_MARKER: DR = REFERENCE MARK DISK
 GA3222_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GA3222_SP_SET: PORCH
 GA3222_STAMPING: FLAT LICK 1950 NO 4 1974
 GA3222_MARK LOGO: NGS   
 GA3222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3222
 GA3222  HISTORY     - Date     Condition        Report By
 GA3222  HISTORY     - 1974     MONUMENTED       NGS
 GA3222
 GA3222                          STATION DESCRIPTION
 GA3222
 GA3222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GA3222'3.05 MI NORTH FROM PINEVILLE.
 GA3222'3.05 MILES NORTH ALONG U.S. HIGHWAY 25 EAST FROM ITS JUNCTION WITH
 GA3222'STATE HIGHWAY 66 IN PINEVILLE, IN THE TOP AND NORTHWEST CORNER
 GA3222'OF THE CONCRETE PORCH OF BRACKETTS FRUIT MARKET, 56 FEET EAST
 GA3222'OF THE CENTERLINE OF THE HIGHWAY, 6 INCHES SOUTH OF THE NORTH EDGE
 GA3222'OF THE PORCH AND 1 FOOT EAST OF THE WEST EDGE OF THE PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3221 ***********************************************************************
 GA3221  DESIGNATION -  FLAT LICK RM 5
 GA3221  PID         -  GA3221
 GA3221  STATE/COUNTY-  KY/BELL
 GA3221  USGS QUAD   -  PINEVILLE (1974)
 GA3221
 GA3221                         *CURRENT SURVEY CONTROL
 GA3221  ___________________________________________________________________
 GA3221* NAD 83(1986)-  36 46 56.     (N)    083 44 21.     (W)     SCALED    
 GA3221* NAVD 88     -       312.95   (meters)    1026.7    (feet)  RESET     
 GA3221  ___________________________________________________________________
 GA3221  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GA3221
 GA3221  VERT ORDER  -  THIRD
 GA3221
 GA3221.The horizontal coordinates were scaled from a topographic map and have
 GA3221.an estimated accuracy of +/- 6 seconds.
 GA3221
 GA3221.The orthometric height was computed from unverified reset data.
 GA3221.No vertical observational check was made to the station.
 GA3221
 GA3221.The geoid height was determined by GEOID03.
 GA3221
 GA3221;                    North         East    Units  Estimated Accuracy
 GA3221;SPC KY1Z     - 1,051,760.    1,679,500.      MT  (+/- 180 meters Scaled)
 GA3221
 GA3221                          SUPERSEDED SURVEY CONTROL
 GA3221
 GA3221  NGVD 29 (10/08/05)  313.11   (m)         1027.3    (f) RESET       3  
 GA3221
 GA3221.Superseded values are not recommended for survey control.
 GA3221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3221.See file dsdata.txt to determine how the superseded data were derived.
 GA3221
 GA3221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA555742(NAD 83)
 GA3221_MARKER: DR = REFERENCE MARK DISK
 GA3221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3221_STAMPING: FLAT LICK 1950 NO 5 1974
 GA3221_MARK LOGO: NGS   
 GA3221_PROJECTION: PROJECTING 5 CENTIMETERS
 GA3221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3221+STABILITY: SURFACE MOTION
 GA3221
 GA3221  HISTORY     - Date     Condition        Report By
 GA3221  HISTORY     - 1974     MONUMENTED       NGS
 GA3221
 GA3221                          STATION DESCRIPTION
 GA3221
 GA3221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GA3221'3.0 MI NORTH FROM PINEVILLE.
 GA3221'3.0 MILES NORTH ALONG U.S. HIGHWAY 25 EAST FROM ITS JUNCTION WITH
 GA3221'STATE HIGHWAY 66 IN PINEVILLE, 33 FEET EAST OF THE CENTERLINE OF THE
 GA3221'HIGHWAY 63 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE
 GA3221'AND 1.0 FOOT SOUTH OF A POWER POLE.
 GA3221'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2663 ***********************************************************************
 GC2663  DESIGNATION -  FLATLICK
 GC2663  PID         -  GC2663
 GC2663  STATE/COUNTY-  KY/CHRISTIAN
 GC2663  USGS QUAD   -  HERNDON (1982)
 GC2663
 GC2663                         *CURRENT SURVEY CONTROL
 GC2663  ___________________________________________________________________
 GC2663* NAD 83(1993)-  36 44 46.29074(N)    087 32 43.61177(W)     ADJUSTED  
 GC2663* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 GC2663  ___________________________________________________________________
 GC2663  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 GC2663  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2663
 GC2663  HORZ ORDER  -  SECOND
 GC2663
 GC2663.The horizontal coordinates were established by classical geodetic methods
 GC2663.and adjusted by the National Geodetic Survey in December 1995..
 GC2663
 GC2663.The orthometric height was scaled from a topographic map.
 GC2663
 GC2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2663
 GC2663.The geoid height was determined by GEOID03.
 GC2663
 GC2663;                    North         East     Units Scale Factor Converg.
 GC2663;SPC KY1Z     - 1,047,365.174 1,339,648.801   MT  1.00009771   -1 06 08.4
 GC2663;SPC KY1Z     - 3,436,230.58  4,395,164.44   sFT  1.00009771   -1 06 08.4
 GC2663;SPC KY S     -   547,340.065   339,664.599   MT  0.99999769   -1 05 19.9
 GC2663;SPC KY S     - 1,795,731.53  1,114,382.94   sFT  0.99999769   -1 05 19.9
 GC2663;SPC TN       -   268,807.091   461,976.616   MT  1.00007506   -0 54 17.2
 GC2663;SPC TN       -   881,911.26  1,515,668.28   sFT  1.00007506   -0 54 17.2
 GC2663;UTM  16      - 4,066,855.879   451,307.165   MT  0.99962921   -0 19 34.8
 GC2663
 GC2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2663!SPC KY1Z     -   0.99997826  x   1.00009771  =   1.00007597
 GC2663!SPC KY S     -   0.99997826  x   0.99999769  =   0.99997595
 GC2663!SPC TN       -   0.99997826  x   1.00007506  =   1.00005332
 GC2663!UTM  16      -   0.99997826  x   0.99962921  =   0.99960748
 GC2663
 GC2663|---------------------------------------------------------------------|
 GC2663| PID    Reference Object                     Distance      Geod. Az  |
 GC2663|                                                           dddmmss.s |
 GC2663| CG5786 FLATLICK RM 1                        24.557 METERS 02209     |
 GC2663| CG5785 FLATLICK AZ MK                                     2291302.6 |
 GC2663| CG5787 FLATLICK RM 2                        26.178 METERS 24425     |
 GC2663| GC2648 BROWN                               APPROX. 7.9 KM 3554008.6 |
 GC2663|---------------------------------------------------------------------|
 GC2663
 GC2663                          SUPERSEDED SURVEY CONTROL
 GC2663
 GC2663  NAD 83(1986)-  36 44 46.29992(N)    087 32 43.61476(W) AD(       ) 2
 GC2663  NAD 27      -  36 44 46.13200(N)    087 32 43.57400(W) AD(       ) 2
 GC2663
 GC2663.Superseded values are not recommended for survey control.
 GC2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2663.See file dsdata.txt to determine how the superseded data were derived.
 GC2663
 GC2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5130766856(NAD 83)
 GC2663_MARKER: DS = TRIANGULATION STATION DISK
 GC2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC2663+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 GC2663
 GC2663  HISTORY     - Date     Condition        Report By
 GC2663  HISTORY     - 1953     MONUMENTED       CGS
 GC2663  HISTORY     - 20011026 GOOD             PENRIL
 GC2663  HISTORY     - 20060518 GOOD             PENRIL
 GC2663
 GC2663                          STATION DESCRIPTION
 GC2663
 GC2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2663'STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHWEST OF HOPKINSVILLE ON THE
 GC2663'CUMBERLAND PRESBYTERIAN FLATLICK CHURCH GROUNDS.  IT IS 79 FEET
 GC2663'NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 15 FEET SOUTHEAST OF
 GC2663'THE SOUTHEAST CORNER OF A CEMETERY, 15 FEET NORTHWEST OF A WHITE
 GC2663'WITNESS POST AND FENCE LINE, 14 FEET NORTHEAST OF THE SOUTHEAST
 GC2663'CORNER OF A SMALL BUILDING. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2663'FLATLICK 1953.
 GC2663'
 GC2663'REFERENCE MARK NO. 1 IS 10 FEET WEST OF A FENCE LINE, 13 FEET SOUTH
 GC2663'OF THE SOUTHWEST CORNER OF A SMALL BUILDING.  THE MARK IS FLUSH
 GC2663'AND THE DISK IS STAMPED FLATLICK NO. 1 1953.
 GC2663'
 GC2663'REFERENCE MARK NO. 2 IS 16 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 GC2663'CHURCH AND 1 FOOT EAST OF THE EAST SIDE OF THE CHURCH.  THE MARK
 GC2663'IS FLUSH AND THE DISK IS STAMPED FLATLICK NO. 2 1953.
 GC2663'
 GC2663'AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 107, 2
 GC2663'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 GC2663'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FLATLICK 1953.
 GC2663'
 GC2663'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH VIRGINIA STREET
 GC2663'AND EAST 9TH STREET IN HOPKINSVILLE, GO SOUTH ON SOUTH VIRGINIA
 GC2663'STREET FOR 0.4 MILE TO THE INTERSECTION OF 18TH STREET AND STATE
 GC2663'HIGHWAY 107.  CONTINUE SOUTH ON STATE HIGHWAY 107 FOR 8.6 MILES TO
 GC2663'A DRIVE-WAY RIGHT AND CHURCH AND THE STATION AS DESCRIBED.
 GC2663'
 GC2663'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY TO THE CHURCH, GO SOUTH
 GC2663'ON STATE HIGHWAY 107 FOR 0.1 MILE TO THE MARK ON THE LEFT AS
 GC2663'DESCRIBED.
 GC2663'
 GC2663'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2663
 GC2663                          STATION RECOVERY (2001)
 GC2663
 GC2663'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2001 (JMC)
 GC2663'RECOVERED IN GOOD CONDITION.
 GC2663
 GC2663                          STATION RECOVERY (2006)
 GC2663
 GC2663'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2006 (JMC)
 GC2663'NOT SUITABLE FOR SATELLITE OBSERVATION WHEN LEAVES ON TREES DUE TO
 GC2663'GROWTH OF CANOPY OVERHANG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3194 ***********************************************************************
 GY3194  DESIGNATION -  FLATWOOD
 GY3194  PID         -  GY3194
 GY3194  STATE/COUNTY-  KY/PIKE
 GY3194  USGS QUAD   -  DORTON (1992)
 GY3194
 GY3194                         *CURRENT SURVEY CONTROL
 GY3194  ___________________________________________________________________
 GY3194* NAD 83(1993)-  37 17 07.03519(N)    082 31 35.38783(W)     ADJUSTED  
 GY3194* NAVD 88     -       867.     (meters)    2844.     (feet)  SCALED    
 GY3194  ___________________________________________________________________
 GY3194  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 GY3194  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY3194
 GY3194  HORZ ORDER  -  SECOND
 GY3194
 GY3194.The horizontal coordinates were established by classical geodetic methods
 GY3194.and adjusted by the National Geodetic Survey in December 1995..
 GY3194
 GY3194.The orthometric height was scaled from a topographic map.
 GY3194
 GY3194.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3194
 GY3194.The geoid height was determined by GEOID03.
 GY3194
 GY3194;                    North         East     Units Scale Factor Converg.
 GY3194;SPC KY1Z     - 1,110,587.820 1,785,784.980   MT  0.99995780   +1 58 44.8
 GY3194;SPC KY1Z     - 3,643,653.54  5,858,862.89   sFT  0.99995780   +1 58 44.8
 GY3194;SPC KY S     -   610,518.013   785,782.920   MT  0.99994576   +1 57 17.8
 GY3194;SPC KY S     - 2,003,007.85  2,578,022.80   sFT  0.99994576   +1 57 17.8
 GY3194;UTM  17      - 4,127,613.133   364,683.156   MT  0.99982556   -0 55 29.5
 GY3194
 GY3194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3194!SPC KY1Z     -   0.99986889  x   0.99995780  =   0.99982670
 GY3194!SPC KY S     -   0.99986889  x   0.99994576  =   0.99981466
 GY3194!UTM  17      -   0.99986889  x   0.99982556  =   0.99969448
 GY3194
 GY3194|---------------------------------------------------------------------|
 GY3194| PID    Reference Object                     Distance      Geod. Az  |
 GY3194|                                                           dddmmss.s |
 GY3194| DB9339 FLATWOOD RM 2                         9.223 METERS 10424     |
 GY3194| DB9337 FLATWOOD AZ MK                                     2470231.5 |
 GY3194| DB9338 FLATWOOD RM 1                        15.054 METERS 27726     |
 GY3194|---------------------------------------------------------------------|
 GY3194
 GY3194                          SUPERSEDED SURVEY CONTROL
 GY3194
 GY3194  NAD 83(1993)-  37 17 07.03991(N)    082 31 35.39344(W) AD(       ) 2
 GY3194  NAD 83(1993)-  37 17 07.04383(N)    082 31 35.38904(W) AD(       ) 2
 GY3194  NAD 83(1986)-  37 17 07.04379(N)    082 31 35.39449(W) AD(       ) 2
 GY3194  NAD 27      -  37 17 06.65700(N)    082 31 35.84000(W) AD(       ) 2
 GY3194
 GY3194.Superseded values are not recommended for survey control.
 GY3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3194.See file dsdata.txt to determine how the superseded data were derived.
 GY3194
 GY3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB6468327613(NAD 83)
 GY3194_MARKER: DS = TRIANGULATION STATION DISK
 GY3194_SETTING: 80 = SET IN A BOULDER
 GY3194
 GY3194  HISTORY     - Date     Condition        Report By
 GY3194  HISTORY     - 1934     MONUMENTED       CGS
 GY3194  HISTORY     - 1963     MARK NOT FOUND   CGS
 GY3194
 GY3194                          STATION DESCRIPTION
 GY3194
 GY3194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GY3194'STATION IS ON THE HIGHEST POINT OF FLATWOODS MOUNTAIN, ABOUT 3 MILES
 GY3194'ENE OF DORTON, AND 5 MILES SE OF VIRGIE.
 GY3194'
 GY3194'THE STATION MARK IS A STANDARD DISK SET IN A BURIED STONE FLUSH WITH
 GY3194'THE GROUND, IN SMALL BRUSH THAT COVERS THE SUMMIT, AND 65 FEET NE OF
 GY3194'A 10-INCH PINE.
 GY3194'
 GY3194'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 GY3194'DEPRESSION IN A BOULDER.
 GY3194'
 GY3194'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE IN
 GY3194'OUTCROPPING BEDROCK.
 GY3194'
 GY3194'REFERENCE MARK NO. 1 IS WNW OF STATION ALONG THE SLOPE OF RIDGE, 25
 GY3194'FEET SE OF 12-INCH CHESTNUT OAK.
 GY3194'
 GY3194'REFERENCE MARK NO. 2 IS SE OF STATION ALONG TOP OF RIDGE, ABOUT THE
 GY3194'SAME ELEVATION AS STATION.
 GY3194'
 GY3194'AZIMUTH MARK IS 0.35 MILES WSW OF STATION IN THE LOWEST PART OF
 GY3194'CLEARING AT A POINT WHERE TRAILS INTERSECT.  IT IS A STANDARD
 GY3194'DISK SET IN A SMALL ROCK OUTCROP, FLUSH WITH THE GROUND SURFACE, 24
 GY3194'FEET NW OF AN 18-INCH PINE TREE BLAZED AT THE BOTTOM.
 GY3194'
 GY3194'TO REACH FROM DORTON POST OFFICE, (A SMALL VILLIAGE N ALONG HIGHWAY
 GY3194'23, FROM JENKINS), GO N ON DIRT ROAD ON W SIDE OF RAILROAD FOR 0.2
 GY3194'MILE AND TURN RIGHT THROUGH UNDERPASS, FOLLOW ROAD UP DORTON CREEK,
 GY3194'0.5 MILE, AND KEEP RIGHT FORK UP MAIN CREEK, CONTINUE 0.7 MILE AND
 GY3194'TAKE LEFT FORK, PROCEED 0.5 MILE AND TURN SHARP LEFT UP STEEP RIDGE
 GY3194'ROAD, FOLLOW 0.55 MILE TO TOP OF GRADE AT GAP, WHICH IS THE END OF
 GY3194'TRUCK TRAVEL.  TAKE TRAIL TO THE RIGHT UP RIDGE AND FOLLOW ABOUT
 GY3194'1-1/2 MILES TO THE OPPOSITE SIDE OF CLEARING, BEAR LEFT AND FOLLOW
 GY3194'BLAZE UP SMALL KNOB AT THE BOTTOM ABOUT 1/4 MILE DISTANT.
 GY3194'
 GY3194'A 20-FOOT TOWER REQUIRED.
 GY3194
 GY3194                          STATION RECOVERY (1963)
 GY3194
 GY3194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GY3194'A SEARCH FOR THIS STATION WAS MADE AND WAS NOT LOCATED.  A SHANK OF A
 GY3194'DISK WAS FOUND IN A BOULDER AND WAS THOUGHT TO BE A REFERENCE MARK.
 GY3194'A FIRE LOOKOUT TOWER HAS BEEN BUILT WHERE THE STATION WAS AND THE
 GY3194'STATION IS BELIEVED TO HAVE BEEN DESTROYED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3195 ***********************************************************************
 GY3195  DESIGNATION -  FLATWOOD 2
 GY3195  PID         -  GY3195
 GY3195  STATE/COUNTY-  KY/PIKE
 GY3195  USGS QUAD   -  DORTON (1992)
 GY3195
 GY3195                         *CURRENT SURVEY CONTROL
 GY3195  ___________________________________________________________________
 GY3195* NAD 83(1993)-  37 17 06.95238(N)    082 31 35.02192(W)     ADJUSTED  
 GY3195* NAVD 88     -       866.6    (meters)    2843.     (feet)  VERTCON   
 GY3195  ___________________________________________________________________
 GY3195  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 GY3195  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY3195
 GY3195  HORZ ORDER  -  THIRD
 GY3195
 GY3195.The horizontal coordinates were established by classical geodetic methods
 GY3195.and adjusted by the National Geodetic Survey in December 1995..
 GY3195.No horizontal observational check was made to the station.
 GY3195
 GY3195.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3195
 GY3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3195
 GY3195.The geoid height was determined by GEOID03.
 GY3195
 GY3195;                    North         East     Units Scale Factor Converg.
 GY3195;SPC KY1Z     - 1,110,585.580 1,785,794.076   MT  0.99995780   +1 58 45.0
 GY3195;SPC KY1Z     - 3,643,646.19  5,858,892.73   sFT  0.99995780   +1 58 45.0
 GY3195;SPC KY S     -   610,515.769   785,792.014   MT  0.99994576   +1 57 18.0
 GY3195;SPC KY S     - 2,003,000.49  2,578,052.63   sFT  0.99994576   +1 57 18.0
 GY3195;UTM  17      - 4,127,610.435   364,692.125   MT  0.99982553   -0 55 29.3
 GY3195
 GY3195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3195!SPC KY1Z     -   0.99986892  x   0.99995780  =   0.99982673
 GY3195!SPC KY S     -   0.99986892  x   0.99994576  =   0.99981469
 GY3195!UTM  17      -   0.99986892  x   0.99982553  =   0.99969448
 GY3195
 GY3195|---------------------------------------------------------------------|
 GY3195| PID    Reference Object                     Distance      Geod. Az  |
 GY3195|                                                           dddmmss.s |
 GY3195| DB9341 FLATWOOD 2 RM 4                       6.942 METERS 07420     |
 GY3195| GY3196 FLATWOOD 2 AZ MK                    APPROX. 1.6 KM 1862930.5 |
 GY3195| DB9340 FLATWOOD 2 RM 3                       5.557 METERS 28041     |
 GY3195|---------------------------------------------------------------------|
 GY3195
 GY3195                          SUPERSEDED SURVEY CONTROL
 GY3195
 GY3195  NAD 83(1993)-  37 17 06.95514(N)    082 31 35.02449(W) AD(       ) 3
 GY3195  NAD 83(1993)-  37 17 06.96123(N)    082 31 35.02248(W) AD(       ) 3
 GY3195  NAD 83(1986)-  37 17 06.96127(N)    082 31 35.03025(W) AD(       ) 3
 GY3195  NAD 27      -  37 17 06.56831(N)    082 31 35.47133(W) AD(       ) 3
 GY3195  NGVD 29 (07/19/86)  866.8    (m)         2844.     (f) VERT ANG       
 GY3195
 GY3195.Superseded values are not recommended for survey control.
 GY3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3195.See file dsdata.txt to determine how the superseded data were derived.
 GY3195
 GY3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB6469227610(NAD 83)
 GY3195_MARKER: DS = TRIANGULATION STATION DISK
 GY3195_SETTING: 66 = SET IN ROCK OUTCROP
 GY3195_STAMPING: FLATWOOD 2 1977
 GY3195_MARK LOGO: NGS   
 GY3195
 GY3195  HISTORY     - Date     Condition        Report By
 GY3195  HISTORY     - 1977     MONUMENTED       NGS
 GY3195
 GY3195                          STATION DESCRIPTION
 GY3195
 GY3195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GY3195'THE STATION IS LOCATED ON THE HIGHEST POINT OF FLATWOODS MOUNTAIN,
 GY3195'NEAR THE FLATWOOD LOOKOUT TOWER, A STANDARD DISK SET IN A DRILL
 GY3195'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6 INCHES WITH
 GY3195'ABOUT 3 BY 4 FEET OF THE TOP EXPOSED, STAMPED---FLATWOOD 2 1977---,
 GY3195'26 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE TOWER AND 20 FEET
 GY3195'EAST OF THE SOUTHEAST LEG OF THE TOWER.
 GY3195'
 GY3195'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 119,
 GY3195'23 AND STATE HIGHWAY 197 (ABOUT 6 MILES NORTH OF JENKINS) GO
 GY3195'EASTERLY ON HIGHWAY 197 FOR 4.3 MILES TO A ROAD LEFT TO
 GY3195'BETH-ELKHORN MINES NO. 26.  TURN LEFT AND GO NORTHERLY ON PAVED
 GY3195'ROAD FOR 1.5 MILES TO MINE OFFICE BUILDING ON THE LEFT.  TURN
 GY3195'RIGHT ON GRAVELED ROAD CROSSING MINE CAR TRACKS AND GO UPHILL
 GY3195'FOR 1.1 MILES TO A T-ROAD.  TURN RIGHT ON THE GRAVELED ROAD AND
 GY3195'GO FOR 1.7 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GY3195'AHEAD ON THE MAIN ROAD FOR 1.9 MILES TO A ROAD LEFT.  TURN
 GY3195'LEFT ON THE GRADED ROAD AND GO UPHILL FOR 0.4 MILE TO THE
 GY3195'TOP OF THE MOUNTAIN AND THE STATION SITE.
 GY3195'
 GY3195'REFERENCE MARK 3 IS A STANDARD DISK
 GY3195'STAMPED---FLATWOOD 2 NO 3 1977---,
 GY3195'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, 14 FEET SOUTH OF THE
 GY3195'NORTHEAST LEG OF THE TOWER AND 5.5 FEET NORTHEAST OF THE SOUTHEAST
 GY3195'LEG OF THE TOWER.
 GY3195'
 GY3195'REFERENCE MARK 4 IS A STANDARD DISK
 GY3195'STAMPED---FLATWOOD 2 NO 4 1977---,
 GY3195'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 1 FOOT
 GY3195'ON THE EAST SIDE, 43 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE
 GY3195'TOWER AND 43 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE TOWER.
 GY3195'
 GY3195'THE AZIMUTH MARK IS A STANDARD DISK
 GY3195'STAMPED---FLATWOOD 2 1977---, SET
 GY3195'IN A DRILL HOLE IN OUTCROPPING BEDROCK, 56 FEET EAST OF THE
 GY3195'CENTERLINE OF THE GRAVELED STRIP HAUL ROAD AND 2 FEET SOUTHWEST
 GY3195'OF A METAL WITNESS POST.
 GY3195'
 GY3195'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 GY3195'NORTHEAST OF DORTON.
 GY3195'
 GY3195'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3196 ***********************************************************************
 GY3196  DESIGNATION -  FLATWOOD 2 AZ MK
 GY3196  PID         -  GY3196
 GY3196  STATE/COUNTY-  KY/PIKE
 GY3196  USGS QUAD   -  DORTON (1992)
 GY3196
 GY3196                         *CURRENT SURVEY CONTROL
 GY3196  ___________________________________________________________________
 GY3196* NAD 83(1993)-  37 16 15.90536(N)    082 31 42.29025(W)     ADJUSTED  
 GY3196* NAVD 88     -       806.8    (meters)    2647.     (feet)  VERTCON   
 GY3196  ___________________________________________________________________
 GY3196  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 GY3196  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GY3196
 GY3196  HORZ ORDER  -  THIRD
 GY3196
 GY3196.The horizontal coordinates were established by classical geodetic methods
 GY3196.and adjusted by the National Geodetic Survey in December 1995..
 GY3196.No horizontal observational check was made to the station.
 GY3196
 GY3196.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3196
 GY3196.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3196
 GY3196.The geoid height was determined by GEOID03.
 GY3196
 GY3196;                    North         East     Units Scale Factor Converg.
 GY3196;SPC KY1Z     - 1,109,006.694 1,785,669.464   MT  0.99996037   +1 58 40.5
 GY3196;SPC KY1Z     - 3,638,466.13  5,858,483.90   sFT  0.99996037   +1 58 40.5
 GY3196;SPC KY S     -   608,936.957   785,666.739   MT  0.99994600   +1 57 13.6
 GY3196;SPC KY S     - 1,997,820.67  2,577,641.63   sFT  0.99994600   +1 57 13.6
 GY3196;UTM  17      - 4,126,040.098   364,487.715   MT  0.99982621   -0 55 32.6
 GY3196
 GY3196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3196!SPC KY1Z     -   0.99987830  x   0.99996037  =   0.99983868
 GY3196!SPC KY S     -   0.99987830  x   0.99994600  =   0.99982431
 GY3196!UTM  17      -   0.99987830  x   0.99982621  =   0.99970453
 GY3196
 GY3196:                Primary Azimuth Mark                     Grid Az
 GY3196:SPC KY1Z     -  FLATWOOD 2                               004 30 45.6
 GY3196:SPC KY S     -  FLATWOOD 2                               004 32 12.5
 GY3196:UTM  17      -  FLATWOOD 2                               007 24 58.7
 GY3196
 GY3196|---------------------------------------------------------------------|
 GY3196| PID    Reference Object                     Distance      Geod. Az  |
 GY3196|                                                           dddmmss.s |
 GY3196| GY3195 FLATWOOD 2                          APPROX. 1.6 KM 0062926.1 |
 GY3196|---------------------------------------------------------------------|
 GY3196
 GY3196                          SUPERSEDED SURVEY CONTROL
 GY3196
 GY3196  NAD 83(1993)-  37 16 15.90813(N)    082 31 42.29282(W) AD(       ) 3
 GY3196  NAD 83(1993)-  37 16 15.91423(N)    082 31 42.29081(W) AD(       ) 3
 GY3196  NAD 83(1986)-  37 16 15.91428(N)    082 31 42.29842(W) AD(       ) 3
 GY3196  NAD 27      -  37 16 15.52041(N)    082 31 42.73934(W) AD(       ) 3
 GY3196  NGVD 29 (07/19/86)  807.0    (m)         2648.     (f) VERT ANG       
 GY3196
 GY3196.Superseded values are not recommended for survey control.
 GY3196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3196.See file dsdata.txt to determine how the superseded data were derived.
 GY3196
 GY3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB6448826040(NAD 83)
 GY3196_MARKER: DZ = AZIMUTH MARK DISK
 GY3196_SETTING: 66 = SET IN ROCK OUTCROP
 GY3196_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GY3196_STAMPING: FLATWOOD 2 1977
 GY3196_MARK LOGO: NGS   
 GY3196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY3196+STABILITY: POSITION/ELEVATION WELL
 GY3196
 GY3196  HISTORY     - Date     Condition        Report By
 GY3196  HISTORY     - 1977     MONUMENTED       NGS
 GY3196
 GY3196                          STATION DESCRIPTION
 GY3196
 GY3196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GY3196'TO REACH FLATWOOD 2 AZ MK FROM THE JUNCTION OF U.S. HIGHWAYS 119, 23
 GY3196'AND STATE HIGHWAY 197 (ABOUT 6 MILES NORTH OF JENKINS) GO EASTERLY
 GY3196'ON HIGHWAY 197 FOR 4.3 MILES TO A ROAD LEFT TO BETH-ELKHORN MINES
 GY3196'NO. 26.  TURN LEFT AND GO NORTHERLY ON PAVED ROAD FOR 1.5 MILES
 GY3196'TO MINE OFFICE BUILDING ON THE LEFT.  TURN RIGHT ON GRAVELED ROAD
 GY3196'CROSSING MINE CAR TRACKS AND GO UPHILL FOR 1.1 MILES TO A
 GY3196'T-ROAD.  TURN RIGHT ON THE GRAVELED ROAD AND GO FOR 1.7 MILES
 GY3196'TO THE AZIMUTH MARK ON THE RIGHT.
 GY3196'
 GY3196'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FLATWOOD 2 1977, SET
 GY3196'IN A DRILL HOLE IN OUTCROPPING BEDROCK, 56 FEET EAST OF THE
 GY3196'CENTERLINE OF THE GRAVELED STRIP HAUL ROAD AND 2 FEET SOUTHWEST
 GY3196'OF A METAL WITNESS POST.
 GY3196'
 GY3196'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 GY3196'NORTHEAST OF DORTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2367 ***********************************************************************
 HZ2367  DESIGNATION -  FLAUGHER RESET
 HZ2367  PID         -  HZ2367
 HZ2367  STATE/COUNTY-  KY/PENDLETON
 HZ2367  USGS QUAD   -  BERLIN (1952)
 HZ2367
 HZ2367                         *CURRENT SURVEY CONTROL
 HZ2367  ___________________________________________________________________
 HZ2367* NAD 83(1993)-  38 43 50.48702(N)    084 14 04.96308(W)     ADJUSTED  
 HZ2367* NAVD 88     -       286.24   (+/-2cm)     939.1    (feet)  VERTCON   
 HZ2367  ___________________________________________________________________
 HZ2367  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 HZ2367  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ2367
 HZ2367  HORZ ORDER  -  FIRST
 HZ2367  VERT ORDER  -  THIRD ? (See Below)
 HZ2367
 HZ2367.The horizontal coordinates were established by classical geodetic methods
 HZ2367.and adjusted by the National Geodetic Survey in April 1998..
 HZ2367
 HZ2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2367.The vertical order pertains to the NGVD 29 superseded value.
 HZ2367
 HZ2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2367
 HZ2367.The geoid height was determined by GEOID03.
 HZ2367
 HZ2367;                    North         East     Units Scale Factor Converg.
 HZ2367;SPC KY1Z     - 1,267,145.586 1,631,756.421   MT  1.00001606   +0 55 49.2
 HZ2367;SPC KY1Z     - 4,157,293.48  5,353,520.86   sFT  1.00001606   +0 55 49.2
 HZ2367;SPC KY N     -   136,605.142   501,329.317   MT  0.99997262   +0 00 34.2
 HZ2367;SPC KY N     -   448,178.70  1,644,777.93   sFT  0.99997262   +0 00 34.2
 HZ2367;SPC OH S     -    82,566.075   449,169.354   MT  1.00000052   -1 06 02.6
 HZ2367;UTM  16      - 4,290,522.589   740,376.663   MT  1.00031159   +1 43 51.5
 HZ2367
 HZ2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2367!SPC KY1Z     -   0.99996041  x   1.00001606  =   0.99997647
 HZ2367!SPC KY N     -   0.99996041  x   0.99997262  =   0.99993303
 HZ2367!SPC OH S     -   0.99996041  x   1.00000052  =   0.99996093
 HZ2367!UTM  16      -   0.99996041  x   1.00031159  =   1.00027199
 HZ2367
 HZ2367:                Primary Azimuth Mark                     Grid Az
 HZ2367:SPC KY1Z     -  FLAUGHER AZ MK                           208 23 50.2
 HZ2367:SPC KY N     -  FLAUGHER AZ MK                           209 19 05.2
 HZ2367:SPC OH S     -  FLAUGHER AZ MK                           210 25 42.0
 HZ2367:UTM  16      -  FLAUGHER AZ MK                           207 35 47.9
 HZ2367
 HZ2367|---------------------------------------------------------------------|
 HZ2367| PID    Reference Object                     Distance      Geod. Az  |
 HZ2367|                                                           dddmmss.s |
 HZ2367| DB9342 FLAUGHER AZ MK                                     2091939.4 |
 HZ2367| DB9344 FLAUGHER RM 2                        55.839 METERS 25052     |
 HZ2367| DB9343 FLAUGHER RM 1                        41.861 METERS 34440     |
 HZ2367|---------------------------------------------------------------------|
 HZ2367
 HZ2367                          SUPERSEDED SURVEY CONTROL
 HZ2367
 HZ2367  NAD 83(1993)-  38 43 50.48823(N)    084 14 04.96437(W) AD(       ) 1
 HZ2367  NAD 83(1986)-  38 43 50.49278(N)    084 14 04.97385(W) AD(       ) 1
 HZ2367  NAD 27      -  38 43 50.24000(N)    084 14 05.21000(W) AD(       ) 1
 HZ2367  NGVD 29 (07/19/86)  286.47   (m)          939.9    (f) LEVELING    3  
 HZ2367
 HZ2367.Superseded values are not recommended for survey control.
 HZ2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2367.See file dsdata.txt to determine how the superseded data were derived.
 HZ2367
 HZ2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH4037790523(NAD 83)
 HZ2367_MARKER: N = NAIL
 HZ2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2367_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2367
 HZ2367  HISTORY     - Date     Condition        Report By
 HZ2367  HISTORY     - 1887     MONUMENTED       CGS
 HZ2367  HISTORY     - 1935     SEE DESCRIPTION  CGS
 HZ2367  HISTORY     - 1949     GOOD             CGS
 HZ2367
 HZ2367                          STATION DESCRIPTION
 HZ2367
 HZ2367'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (ATM)
 HZ2367'ABOUT 1 MILE WEST OF LENOXBURG AND THREE FOURTHS MILE WEST OF THE
 HZ2367'COUNTY LINE, ON THE SOUTH SIDE OF THE LENOXBURG AND FALMOUTH TURNPIKE
 HZ2367'IN AN APPLE ORCHARD BELONGING TO DAVID FLAUGHER, ABOUT 50 METERS
 HZ2367'SOUTH OF HIS HOUSE AND JUST WEST OF HIS LARGE TOBACCO BARN.  THE
 HZ2367'STATION IS MARKED BY A NAIL SET IN CONCRETE AT THE CENTER OF THE TOP
 HZ2367'OF A TILE 6 INCHES IN DIAMETER AND 2 FEET LONG.  THE TILE IS FILLED
 HZ2367'WITH CONCRETE AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 HZ2367'UNDERGROUND MARK IS AN EARTHENWARE PYRAMID SET ABOUT 3 FEET BELOW THE
 HZ2367'SURFACE.  THERE ARE FOUR REFERENCE MARKS SIMILAR TO THE SURFACE
 HZ2367'MARK AT THE STATION, EXCEPT THE TILES ARE ONLY 4 INCHES IN
 HZ2367'DIAMETER.  THE REFERENCE MARKS ARE AT THE FOLLOWING DISTANCES AND
 HZ2367'DIRECTIONS FROM THE STATION--1.80 METERS NORTH, 1.85 METERS EAST,
 HZ2367'1.84 METERS SOUTH, AND 1.83 METERS WEST.  THE NORTHWEST CORNER OF
 HZ2367'FLAUGHERS TOBACCO BARN IS 9.37 METERS FROM THE STATION AND THE
 HZ2367'SOUTHWEST CORNER IS 15.68 METERS DISTANT.
 HZ2367
 HZ2367                          STATION RECOVERY (1935)
 HZ2367
 HZ2367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2367'THE STATION AND THE OLD REFERENCE MARKS, LOCATED ON THE PROPERTY OF
 HZ2367'R. C. FLAUGHER, ABOUT 1 MILE WEST OF LENOXBURG ON THE SOUTH SIDE OF
 HZ2367'THE OLD FALMOUTH LENOXBURG PIKE, WERE FOUND IN GOOD CONDITION.  THE
 HZ2367'STATION IS ABOUT 150 FEET SOUTHWEST OF MR. FLAUGHERS HOUSE, 42
 HZ2367'FEET SOUTHWEST OF THE NORTHWEST CORNER OF A TOBACCO BARN, AND 62
 HZ2367'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE TOBACCO BARN.  THE
 HZ2367'FOUR OLD REFERENCE MARKS, SET AT THE CARDINAL POINTS OF THE COMPASS
 HZ2367'WERE MEASURED AS FOLLOWS--NORTH RM 6.08 FEET, EAST RM 5.90 FEET,
 HZ2367'SOUTH RM 6.04 FEET, AND WEST RM 5.99 FEET.  THE OLD MEASUREMENTS
 HZ2367'WERE--NORTH RM 5.90 FEET, EAST RM 6.06 FEET, AND WEST RM 6.00 FEET.
 HZ2367'
 HZ2367'THE STATION WAS REMARKED WITH A STANDARD DISK AND TWO NEW
 HZ2367'REFERENCE MARKS AND AN AZIMUTH MARK, WERE SET.
 HZ2367'
 HZ2367'TO REACH THE STATION FROM FALMOUTH--FROM THE TRAFFIC LIGHT GO NORTH
 HZ2367'ONE BLOCK AND TURN RIGHT, CROSS BRIDGE AND GO 0.25 MILE TO GRAVEL
 HZ2367'ROAD TO LEFT, TURN LEFT AND GO 0.8 MILE TO INTERSECTION, KEEP LEFT
 HZ2367'AND CONTINUE 0.65 MILE TO T ROAD INTERSECTION.  TURN RIGHT AND GO
 HZ2367'FOR 2.8 MILES TO FORKS, TURN RIGHT AND CONTINUE ABOUT 3.0 MILES TO
 HZ2367'THE HOME OF R.C. FLAUGHER AND THE STATION.  (THIS IS THE FALMOUTH
 HZ2367'LENOXBURG PIKE).
 HZ2367'
 HZ2367'REFERENCE MARK NO.1 IS NORTHEAST OF THE STATION, IN THE NORTHWEST
 HZ2367'CORNER OF GARDEN, 12 FEET SOUTHEAST OF THE FENCE CORNER ALONG THE
 HZ2367'FENCE LINE.
 HZ2367'
 HZ2367'REFERENCE MARK NO.2 IS SOUTHWEST OF THE STATION DOWN THE SOUTHWEST
 HZ2367'SLOPE OF THE HILL IN THE EDGE OF THE HEDGE ROW.
 HZ2367'
 HZ2367'AZIMUTH MARK IS SOUTH OF THE STATION, 3 FEET NORTH OF A FENCE CORNER,
 HZ2367'AND ABOUT 13 FEET NORTHWEST OF A 12 INCH MAPLE TREE.
 HZ2367'
 HZ2367'A 90 FOOT TOWER IS REQUIRED TO CLEAR ALL LINES.
 HZ2367'
 HZ2367'NOTE--NO NATURAL OBJECTS VISIBLE.
 HZ2367'
 HZ2367'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2367
 HZ2367                          STATION RECOVERY (1949)
 HZ2367
 HZ2367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2367'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HZ2367'CONDITION.  THE DIRECTION TO THE AZIMUTH MARK AND REFERENCE MARK
 HZ2367'NO.2 FAILED TO CHECK.  THE ORIGINAL POINT FOR REFERENCE MARK NO.2
 HZ2367'WAS HELD, HOWEVER THE MARK WAS LOWERED, IT IS FLUSH WITH THE GROUND.
 HZ2367'THE OLD DESCRIPTION IS ADEQUATE.  AN ALTERNATE DESCRIPTION FOR THE
 HZ2367'AZIMUTH MARK AND TO REACH THE STATION FOLLOWS.
 HZ2367'
 HZ2367'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHWEST OF THE STATION.  IT IS 11
 HZ2367'FEET NORTHEAST OF A 12 INCH MAPLE TREE, 5 FEET SOUTH OF THE CENTER OF
 HZ2367'A FIELD ROAD, 5 FEET NORTH OF A FENCELINE AND 2 FEET NORTHWEST OF A
 HZ2367'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 HZ2367'STAMPED FLAUGHER 1887 1935.
 HZ2367'
 HZ2367'TO REACH THE STATION FROM THE POST OFFICE IN FALMOUTH GO EAST ON
 HZ2367'STATE HIGHWAY NO.22 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY
 HZ2367'NO.159, TURN LEFT ON STATE HIGHWAY NO.159 AND GO NORTHEAST FOR 1.5
 HZ2367'MILES TO BLACK TOP ROAD RIGHT, TURN RIGHT ON BLACK TOP ROAD AND GO
 HZ2367'EAST FOR 5.9 MILES TO MR. R.C. FLAUGHERS HOME ON THE RIGHT, TURN
 HZ2367'RIGHT INTO DRIVEWAY AND GO SOUTH ON DRIVEWAY AROUND THE EAST SIDE OF
 HZ2367'HOUSE AND TO A TOBACCO BARN ON THE LEFT AND THE STATION ON THE RIGHT
 HZ2367'AS DESCRIBED, CONTINUE SOUTHWEST ON FIELD ROAD FOR 0.2 MILE TO THE
 HZ2367'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 HZ2367'
 HZ2367'HEIGHT OF LIGHT ABOVE STATION MARK IS 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2421 ***********************************************************************
 HY2421  DESIGNATION -  FLEMING
 HY2421  PID         -  HY2421
 HY2421  STATE/COUNTY-  KY/FLEMING
 HY2421  USGS QUAD   -  FLEMINGSBURG (1979)
 HY2421
 HY2421                         *CURRENT SURVEY CONTROL
 HY2421  ___________________________________________________________________
 HY2421* NAD 83(1993)-  38 23 50.50821(N)    083 42 23.28288(W)     ADJUSTED  
 HY2421* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 HY2421  ___________________________________________________________________
 HY2421  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 HY2421  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HY2421
 HY2421  HORZ ORDER  -  THIRD
 HY2421
 HY2421.The horizontal coordinates were established by classical geodetic methods
 HY2421.and adjusted by the National Geodetic Survey in December 1995..
 HY2421
 HY2421.The orthometric height was scaled from a topographic map.
 HY2421
 HY2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2421
 HY2421.The geoid height was determined by GEOID03.
 HY2421
 HY2421;                    North         East     Units Scale Factor Converg.
 HY2421;SPC KY1Z     - 1,231,029.306 1,678,491.801   MT  0.99994620   +1 15 16.7
 HY2421;SPC KY1Z     - 4,038,801.98  5,506,851.85   sFT  0.99994620   +1 15 16.7
 HY2421;SPC KY N     -    99,744.683   547,479.011   MT  0.99996282   +0 20 17.2
 HY2421;SPC KY N     -   327,245.68  1,796,187.39   sFT  0.99996282   +0 20 17.2
 HY2421;UTM  17      - 4,253,373.475   263,647.003   MT  1.00028801   -1 40 54.5
 HY2421
 HY2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2421!SPC KY1Z     -   0.99996035  x   0.99994620  =   0.99990655
 HY2421!SPC KY N     -   0.99996035  x   0.99996282  =   0.99992317
 HY2421!UTM  17      -   0.99996035  x   1.00028801  =   1.00024835
 HY2421
 HY2421:                Primary Azimuth Mark                     Grid Az
 HY2421:SPC KY1Z     -  FLEMING AZ MK                            094 52 38.8
 HY2421:SPC KY N     -  FLEMING AZ MK                            095 47 38.3
 HY2421:UTM  17      -  FLEMING AZ MK                            097 48 50.0
 HY2421
 HY2421|---------------------------------------------------------------------|
 HY2421| PID    Reference Object                     Distance      Geod. Az  |
 HY2421|                                                           dddmmss.s |
 HY2421| DB9345 FLEMING AZ MK                                      0960755.5 |
 HY2421| DB9346 FLEMING RM 1                          9.634 METERS 09620     |
 HY2421| DB9347 FLEMING RM 2                         16.002 METERS 20341     |
 HY2421| HY2423 FLEMINGSBURG MUNICIPAL TANK         APPROX. 4.0 KM 3114444.6 |
 HY2421|---------------------------------------------------------------------|
 HY2421
 HY2421                          SUPERSEDED SURVEY CONTROL
 HY2421
 HY2421  NAD 83(1986)-  38 23 50.51487(N)    083 42 23.28985(W) AD(       ) 3
 HY2421  NAD 27      -  38 23 50.23700(N)    083 42 23.58600(W) AD(       ) 3
 HY2421
 HY2421.Superseded values are not recommended for survey control.
 HY2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2421.See file dsdata.txt to determine how the superseded data were derived.
 HY2421
 HY2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6364753373(NAD 83)
 HY2421_MARKER: DS = TRIANGULATION STATION DISK
 HY2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2421
 HY2421  HISTORY     - Date     Condition        Report By
 HY2421  HISTORY     - 1953     MONUMENTED       CGS
 HY2421
 HY2421                          STATION DESCRIPTION
 HY2421
 HY2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2421'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF FLEMINGSBURG ALONG THE
 HY2421'NORTH SIDE OF STATE HIGHWAY 32 AND ON HIGHWAY PROPERTY.  IT IS 26
 HY2421'FEET NORTH OF THE CENTER OF THE HIGHWAY, 8 FEET SOUTHEAST OF A POWER
 HY2421'LINE POLE, 7 FEET SOUTHEAST OF A WHITE WITNESS POST, AND 2 FEET
 HY2421'SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HY2421'FLEMING 1953.
 HY2421'
 HY2421'REFERENCE MARK NO.1 IS 31.61 FEET EAST OF THE STATION.  IT IS 27 FEET
 HY2421'NORTH OF THE CENTER OF THE HIGHWAY, 18 FEET WEST OF THE CENTER OF A
 HY2421'DRIVEWAY AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 2
 HY2421'INCHES AND THE DISK IS STAMPED FLEMING NO 1 1953.
 HY2421'
 HY2421'REFERENCE MARK NO.2 IS 52.50 FEET SOUTH OF THE STATION.  IT IS 60
 HY2421'FEET NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE, 24 FEET SOUTH OF
 HY2421'THE CENTER OF THE HIGHWAY AND 3 FEET EAST OF A TELEPHONE POLE.  THE
 HY2421'MARK IS FLUSH AND THE DISK IS STAMPED FLEMING NO 2 1953.
 HY2421'
 HY2421'AZIMUTH MARK IS 0.3 EAST OF THE STATION.  IT IS 38 FEET SOUTH OF THE
 HY2421'CENTER OF THE HIGHWAY, 11 FEET SOUTHWEST OF A TELEPHONE POLE AND 3
 HY2421'FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 HY2421'AND THE DISK IS STAMPED FLEMING 1953.
 HY2421'
 HY2421'TO REACH THE STATION FROM THE POST OFFICE IN FLEMINGSBURG GO
 HY2421'SOUTHEAST ON STATE HIGHWAY 32 FOR 2.35 MILES TO THE STATION ON THE
 HY2421'LEFT AS DESCRIBED.
 HY2421'
 HY2421'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON HIGHWAY
 HY2421'32 FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 HY2421'
 HY2421'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1739 ***********************************************************************
 HY1739  DESIGNATION -  FLEMINGSBURG
 HY1739  PID         -  HY1739
 HY1739  STATE/COUNTY-  KY/FLEMING
 HY1739  USGS QUAD   -  FLEMINGSBURG (1979)
 HY1739
 HY1739                         *CURRENT SURVEY CONTROL
 HY1739  ___________________________________________________________________
 HY1739* NAD 83(1986)-  38 25 18.     (N)    083 44 04.     (W)     SCALED    
 HY1739* NAVD 88     -       250.719  (meters)     822.57   (feet)  ADJUSTED  
 HY1739  ___________________________________________________________________
 HY1739  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HY1739  DYNAMIC HT  -         250.546 (meters)     822.00  (feet)  COMP
 HY1739  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 HY1739
 HY1739  VERT ORDER  -  SECOND    CLASS 0
 HY1739
 HY1739.The horizontal coordinates were scaled from a topographic map and have
 HY1739.an estimated accuracy of +/- 6 seconds.
 HY1739
 HY1739.The orthometric height was determined by differential leveling
 HY1739.and adjusted by the National Geodetic Survey in June 1991..
 HY1739
 HY1739.The geoid height was determined by GEOID03.
 HY1739
 HY1739.The dynamic height is computed by dividing the NAVD 88
 HY1739.geopotential number by the normal gravity value computed on the
 HY1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1739.degrees latitude (g = 980.6199 gals.).
 HY1739
 HY1739.The modeled gravity was interpolated from observed gravity values.
 HY1739
 HY1739;                    North         East    Units  Estimated Accuracy
 HY1739;SPC KY1Z     - 1,233,670.    1,675,990.      MT  (+/- 180 meters Scaled)
 HY1739
 HY1739                          SUPERSEDED SURVEY CONTROL
 HY1739
 HY1739  NGVD 29 (??/??/92)  250.910  (m)          823.19   (f) ADJ UNCH    2 0
 HY1739
 HY1739.Superseded values are not recommended for survey control.
 HY1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1739.See file dsdata.txt to determine how the superseded data were derived.
 HY1739
 HY1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC612561(NAD 83)
 HY1739_MARKER: DB = BENCH MARK DISK
 HY1739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1739_SP_SET: BUILDING
 HY1739_STAMPING: FLEMINGSBURG 1935 823.194
 HY1739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1739+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 HY1739
 HY1739  HISTORY     - Date     Condition        Report By
 HY1739  HISTORY     - 1935     MONUMENTED       CGS
 HY1739  HISTORY     - 1955     GOOD             NGS
 HY1739  HISTORY     - 20040316 GOOD             KYDT
 HY1739
 HY1739                          STATION DESCRIPTION
 HY1739
 HY1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1739'AT FLEMINGSBURG.
 HY1739'ON THE NORTHWEST SIDE OF MAIN CROSS STREET, IN THE SOUTHEAST FACE
 HY1739'OF THE CITY HALL AT FLEMINGSBURG, 8.5 FEET NORTHEAST OF THE CENTER
 HY1739'OF THE FIRE STATION ENTRANCE AND 3.8 FEET ABOVE THE SIDEWALK.
 HY1739
 HY1739                          STATION RECOVERY (2004)
 HY1739
 HY1739'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2457 ***********************************************************************
 HY2457  DESIGNATION -  FLEMINGSBURG
 HY2457  PID         -  HY2457
 HY2457  STATE/COUNTY-  KY/FLEMING
 HY2457  USGS QUAD   -  ELIZAVILLE (1978)
 HY2457
 HY2457                         *CURRENT SURVEY CONTROL
 HY2457  ___________________________________________________________________
 HY2457* NAD 83(1993)-  38 25 11.65639(N)    083 45 05.53925(W)     ADJUSTED  
 HY2457* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 HY2457  ___________________________________________________________________
 HY2457  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 HY2457  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HY2457
 HY2457  HORZ ORDER  -  THIRD
 HY2457
 HY2457.The horizontal coordinates were established by classical geodetic methods
 HY2457.and adjusted by the National Geodetic Survey in December 1995..
 HY2457
 HY2457.The orthometric height was scaled from a topographic map.
 HY2457
 HY2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2457
 HY2457.The geoid height was determined by GEOID03.
 HY2457
 HY2457;                    North         East     Units Scale Factor Converg.
 HY2457;SPC KY1Z     - 1,233,445.512 1,674,502.100   MT  0.99994985   +1 13 37.1
 HY2457;SPC KY1Z     - 4,046,729.15  5,493,762.31   sFT  0.99994985   +1 13 37.1
 HY2457;SPC KY N     -   102,224.447   543,528.421   MT  0.99996242   +0 18 36.3
 HY2457;SPC KY N     -   335,381.37  1,783,226.16   sFT  0.99996242   +0 18 36.3
 HY2457;UTM  17      - 4,255,991.853   259,784.990   MT  1.00031068   -1 42 38.4
 HY2457
 HY2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2457!SPC KY1Z     -   0.99996084  x   0.99994985  =   0.99991069
 HY2457!SPC KY N     -   0.99996084  x   0.99996242  =   0.99992326
 HY2457!UTM  17      -   0.99996084  x   1.00031068  =   1.00027151
 HY2457
 HY2457|---------------------------------------------------------------------|
 HY2457| PID    Reference Object                     Distance      Geod. Az  |
 HY2457|                                                           dddmmss.s |
 HY2457| DB9349 FLEMINGSBURG RM 1                    10.227 METERS 07734     |
 HY2457| HY2423 FLEMINGSBURG MUNICIPAL TANK         APPROX. 0.9 KM 0785959.5 |
 HY2457| DB9350 FLEMINGSBURG RM 2                    13.830 METERS 14349     |
 HY2457| DB9348 FLEMINGSBURG AZ MK                                 2761305.8 |
 HY2457|---------------------------------------------------------------------|
 HY2457
 HY2457                          SUPERSEDED SURVEY CONTROL
 HY2457
 HY2457  NAD 83(1986)-  38 25 11.66311(N)    083 45 05.54665(W) AD(       ) 3
 HY2457  NAD 27      -  38 25 11.38500(N)    083 45 05.84000(W) AD(       ) 3
 HY2457
 HY2457.Superseded values are not recommended for survey control.
 HY2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2457.See file dsdata.txt to determine how the superseded data were derived.
 HY2457
 HY2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5978555992(NAD 83)
 HY2457_MARKER: DS = TRIANGULATION STATION DISK
 HY2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2457
 HY2457  HISTORY     - Date     Condition        Report By
 HY2457  HISTORY     - 1954     MONUMENTED       CGS
 HY2457
 HY2457                          STATION DESCRIPTION
 HY2457
 HY2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2457'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF FLEMINGSBURG ON THE
 HY2457'SOUTH SIDE OF STATE HIGHWAY 32 AND ON PROPERTY OWNED BY MR. GLENNON
 HY2457'HALL.  IT IS 84 FEET NORTHWEST OF THE NORTHWEST CORNER OF RED BRICK
 HY2457'HOUSE, 37 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 32 AND 27 FEET
 HY2457'WEST OF THE CENTER OF DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS
 HY2457'STAMPED FLEMINGSBURG 1954.
 HY2457'
 HY2457'REFERENCE MARK NO.1 IS 28 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 HY2457'32 AND 13 FEET EAST OF THE CENTER OF DRIVEWAY.  THE MARK IS FLUSH AND
 HY2457'THE DISK IS STAMPED FLEMINGSBURG NO 1 1954.
 HY2457'
 HY2457'REFERENCE MARK NO.2 IS 42 FEET WEST OF THE NORTHWEST CORNER OF RED
 HY2457'BRICK HOUSE, 8 FEET EAST OF THE CENTER OF DRIVEWAY AND 6 INCHES NORTH
 HY2457'OF THE WEST END OF SIDEWALK LEADING UP TO HOUSE.  THE MARK IS FLUSH
 HY2457'AND THE DISK IS STAMPED FLEMINGSBURG NO 2 1954.
 HY2457'
 HY2457'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 32,
 HY2457'2 FEET NORTH OF FENCE LINE AND 2 FEET EAST OF A WHITE WITNESS POST.
 HY2457'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED FLEMINGSBURG
 HY2457'1954.
 HY2457'
 HY2457'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 32
 HY2457'WHICH IS 1 BLOCK WEST OF THE COURTHOUSE IN FLEMINGSBURG, GO WEST ON
 HY2457'STATE HIGHWAY 32 FOR 1.0 MILE TO A RED BRICK HOUSE ON A SMALL HILL
 HY2457'ON THE SOUTH SIDE OF HIGHWAY AND STATION MARK JUST NORTHWEST AS
 HY2457'DESCRIBED.
 HY2457'
 HY2457'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON STATE
 HY2457'HIGHWAY 32 FOR 0.6 MILE TO THE MARK ON THE SOUTH SIDE AS DESCRIBED.
 HY2457'
 HY2457'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2423 ***********************************************************************
 HY2423  DESIGNATION -  FLEMINGSBURG MUNICIPAL TANK
 HY2423  PID         -  HY2423
 HY2423  STATE/COUNTY-  KY/FLEMING
 HY2423  USGS QUAD   -  FLEMINGSBURG (1979)
 HY2423
 HY2423                         *CURRENT SURVEY CONTROL
 HY2423  ___________________________________________________________________
 HY2423* NAD 83(1993)-  38 25 17.51197(N)    083 44 27.23639(W)     ADJUSTED  
 HY2423* NAVD 88     -                                                        
 HY2423  ___________________________________________________________________
 HY2423  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 HY2423  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HY2423
 HY2423  HORZ ORDER  -  THIRD
 HY2423
 HY2423.The horizontal coordinates were established by classical geodetic methods
 HY2423.and adjusted by the National Geodetic Survey in December 1995..
 HY2423
 HY2423
 HY2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2423
 HY2423.The geoid height was determined by GEOID03.
 HY2423
 HY2423;                    North         East     Units Scale Factor Converg.
 HY2423;SPC KY1Z     - 1,233,645.963 1,675,427.109   MT  0.99995012   +1 14 00.6
 HY2423;SPC KY1Z     - 4,047,386.80  5,496,797.11   sFT  0.99995012   +1 14 00.6
 HY2423;SPC KY N     -   102,410.073   544,456.530   MT  0.99996240   +0 19 00.1
 HY2423;SPC KY N     -   335,990.38  1,786,271.13   sFT  0.99996240   +0 19 00.1
 HY2423;UTM  17      - 4,256,144.690   260,719.390   MT  1.00030516   -1 42 14.8
 HY2423
 HY2423                          SUPERSEDED SURVEY CONTROL
 HY2423
 HY2423  NAD 83(1986)-  38 25 17.51878(N)    083 44 27.24391(W) AD(       ) 4
 HY2423  NAD 27      -  38 25 17.24300(N)    083 44 27.52900(W) AD(       ) 3
 HY2423
 HY2423.Superseded values are not recommended for survey control.
 HY2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2423.See file dsdata.txt to determine how the superseded data were derived.
 HY2423
 HY2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6071956145(NAD 83)
 HY2423_MARKER: 53 = ELEVATED TANK
 HY2423
 HY2423  HISTORY     - Date     Condition        Report By
 HY2423  HISTORY     - 1953     FIRST OBSERVED   CGS
 HY2423
 HY2423                          STATION DESCRIPTION
 HY2423
 HY2423'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2423'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK, LOCATED
 HY2423'ABOUT 100 FEET NORTHWEST OF THE INTERSECTION OF DYE STREET AND MILLS
 HY2423'AVENUE IN THE WEST SECTION OF FLEMINGSBURG.  IT IS A STEEL TANK
 HY2423'ATOP A FOUR LEGGED STEEL STRUCTURE, IS ABOUT 125 FEET IN HEIGHT
 HY2423'OVERALL AND IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2539 ***********************************************************************
 HY2539  CBN         -  This is a Cooperative Base Network Control Station.
 HY2539  PACS        -  This is a Primary Airport Control Station.
 HY2539  DESIGNATION -  FLEMPORT
 HY2539  PID         -  HY2539
 HY2539  STATE/COUNTY-  KY/MASON
 HY2539  USGS QUAD   -  ORANGEBURG (1978)
 HY2539
 HY2539                         *CURRENT SURVEY CONTROL
 HY2539  ___________________________________________________________________
 HY2539* NAD 83(1993)-  38 32 25.68114(N)    083 44 48.57214(W)     ADJUSTED  
 HY2539* NAVD 88     -       276.22   (meters)     906.2    (feet)  GPS OBS   
 HY2539  ___________________________________________________________________
 HY2539  X           -     544,115.435 (meters)                     COMP
 HY2539  Y           -  -4,965,740.312 (meters)                     COMP
 HY2539  Z           -   3,952,695.372 (meters)                     COMP
 HY2539  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 HY2539  ELLIP HEIGHT-         243.02  (meters)          (11/03/04) GPS OBS
 HY2539  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HY2539
 HY2539  HORZ ORDER  -  B
 HY2539  ELLP ORDER  -  THIRD     CLASS I
 HY2539
 HY2539.This mark is at Fleming-Mason Airport (FGX)
 HY2539
 HY2539.The horizontal coordinates were established by GPS observations
 HY2539.and adjusted by the National Geodetic Survey in January 1997..
 HY2539
 HY2539.The orthometric height was determined by GPS observations and a
 HY2539.high-resolution geoid model.
 HY2539
 HY2539.GPS derived orthometric heights for airport stations designated as
 HY2539.PACS or SACS are published to 2 decimal places.  This maintains
 HY2539.centimeter relative accuracy between the PACS and SACS.  It does
 HY2539.not indicate centimeter accuracy relative to other marks which are
 HY2539.part of the NAVD 88 network.
 HY2539
 HY2539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY2539
 HY2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2539
 HY2539.The ellipsoidal height was determined by GPS observations
 HY2539.and is referenced to NAD 83.
 HY2539
 HY2539.The geoid height was determined by GEOID03.
 HY2539
 HY2539;                    North         East     Units Scale Factor Converg.
 HY2539;SPC KY1Z     - 1,246,833.827 1,674,626.337   MT  0.99997202   +1 13 47.5
 HY2539;SPC KY1Z     - 4,090,653.98  5,494,169.91   sFT  0.99997202   +1 13 47.5
 HY2539;SPC KY N     -   115,609.083   543,866.880   MT  0.99996289   +0 18 46.8
 HY2539;SPC KY N     -   379,294.13  1,784,336.59   sFT  0.99996289   +0 18 46.8
 HY2539;UTM  17      - 4,269,360.823   260,596.010   MT  1.00030587   -1 42 44.2
 HY2539
 HY2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2539!SPC KY1Z     -   0.99996187  x   0.99997202  =   0.99993389
 HY2539!SPC KY N     -   0.99996187  x   0.99996289  =   0.99992476
 HY2539!UTM  17      -   0.99996187  x   1.00030587  =   1.00026773
 HY2539
 HY2539:                Primary Azimuth Mark                     Grid Az
 HY2539:SPC KY1Z     -  FGX A                                    244 50 16.5
 HY2539:SPC KY N     -  FGX A                                    245 45 17.2
 HY2539:UTM  17      -  FGX A                                    247 46 48.2
 HY2539
 HY2539|---------------------------------------------------------------------|
 HY2539| PID    Reference Object                     Distance      Geod. Az  |
 HY2539|                                                           dddmmss.s |
 HY2539| AC5156 FGX A                               427.259 METERS 2460404.0 |
 HY2539| HY2540 FLEMPORT AZ MK                      426.096 METERS 2474653.0 |
 HY2539|---------------------------------------------------------------------|
 HY2539
 HY2539                          SUPERSEDED SURVEY CONTROL
 HY2539
 HY2539  ELLIP H (01/09/97)  242.99   (m)                       GP(       ) 4 2
 HY2539  NAD 83(1993)-  38 32 25.68740(N)    083 44 48.56940(W) AD(       ) 3
 HY2539  ELLIP H (12/20/95)  242.87   (m)                       GP(       ) 4 1
 HY2539  NAD 83(1986)-  38 32 25.69944(N)    083 44 48.56887(W) AD(       ) 3
 HY2539  NGVD 29 (11/06/89)  276.2    (m)          906.     (f) GPS OBS        
 HY2539
 HY2539.Superseded values are not recommended for survey control.
 HY2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2539.See file dsdata.txt to determine how the superseded data were derived.
 HY2539
 HY2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6059669361(NAD 83)
 HY2539_MARKER: I = METAL ROD
 HY2539_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HY2539_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HY2539_STAMPING: FLEMPORT 1989
 HY2539_MARK LOGO: NGS   
 HY2539_PROJECTION: FLUSH
 HY2539_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY2539+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2002
 HY2539_ROD/PIPE-DEPTH: 4.6  meters
 HY2539_SLEEVE-DEPTH  : 0.90 meters
 HY2539
 HY2539  HISTORY     - Date     Condition        Report By
 HY2539  HISTORY     - 1989     MONUMENTED       NGS
 HY2539  HISTORY     - 19951003 GOOD             LOWE
 HY2539  HISTORY     - 19960825 GOOD             NGS
 HY2539  HISTORY     - 20021115 GOOD             WOOLPT
 HY2539
 HY2539                          STATION DESCRIPTION
 HY2539
 HY2539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HY2539'THE STATION IS ABOUT 19.3 KM (12.00 MI) NORTH OF FLEMINGSBURG, 12.9 KM
 HY2539'(8.00 MI) SOUTHEAST OF MAYSVILLE, 4.8 KM (3.00 MI) EAST OF LEWISBURG
 HY2539'AND AT THE FLEMINGSBURG-MASON COUNTY AIRPORT.  OWNERSHIP--AIR ADS
 HY2539'AVIATION, RT 3, BOX 264B, MAYSVILLE, KY 41056.  AIRPORT MANAGER IS
 HY2539'LARRY AUSTIN, PHONE 606-742-2411.
 HY2539'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 32 AND 11 IN
 HY2539'FLEMINGSBURG, DRIVE NORTH FOR 1.47 KM (0.90 MI) ON STATE ROAD 11 TO
 HY2539'THE JUNCTION OF STATE ROADS 11 AND 11 BUSINESS.  TURN LEFT AND DRIVE
 HY2539'NORTH FOR 9.67 KM (6.00 MI) ON STATE ROAD 11, PASSING THROUGH WEDONIA,
 HY2539'TO THE JUNCTION OF STATE ROAD 597.  CONTINUE NORTH FOR 1.16 KM
 HY2539'(0.70 MI) ON ROAD 11 TO A PAVED ROAD RIGHT.  TURN RIGHT AND DRIVE EAST
 HY2539'THEN SOUTH FOR 1.42 KM (0.90 MI) ON A WINDING ROAD TO THE AIRPORT AND
 HY2539'STATION.  FROM THE AIRPORT OFFICE, DRIVE NORTH, THROUGH A CHAIN LINK
 HY2539'FENCE FOR 0.15 KM (0.10 MI) TO THE INTERSECTION OF RAMP AND RUNWAY AND
 HY2539'THE STATION LEFT.
 HY2539'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 HY2539'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 HY2539'PIPE THAT IS SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP
 HY2539'STAMPED---FLEMPORT 1989---, SURROUNDED BY CONCRETE FLUSH WITH THE
 HY2539'GROUND.  LOCATED 24.7 M (81.0 FT) WEST OF THE CENTERLINE OF TAXIWAY,
 HY2539'21.5 M (70.5 FT) SOUTH OF THE CENTERLINE OF THE RUNWAY, 10.2 M
 HY2539'(33.5 FT) WEST OF A TAXIWAY LIGHT WITH BRASS TAG STAMPED WITH NUMBER
 HY2539'2, 7.1 M (23.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A SQUARE BOX
 HY2539'SIGN INDICATING TAXIWAY AND 5.5 M (18.0 FT) SOUTH OF A TAXIWAY LIGHT
 HY2539'WITH BRASS TAG STAMPED WITH NUMBER 1.  NOTE--ACCESS TO DATUM POINT IS
 HY2539'HAD THROUGH A 5-INCH LOGO CAP.
 HY2539'DESCRIBED BY M.J. WELLSLAGER.
 HY2539
 HY2539                          STATION RECOVERY (1995)
 HY2539
 HY2539'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 HY2539'RECOVERED AS DESCRIBED.  THIS STATION IS A PRIMARY AIRPORT CONTROL
 HY2539'STATION.
 HY2539
 HY2539                          STATION RECOVERY (1996)
 HY2539
 HY2539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 HY2539'RECOVERY NOTE BY NGS 1996 (WCW) .  RECOVERED AS DESCRIBED WITH
 HY2539'CHANGES.  FROM STATE ROUTE 11 AT THE AIRPORT ROAD, GO EASTERLY THEN
 HY2539'NORTH FOR 1.45 KM (0.90 MI) TO A GATE AHEAD, THE AIRPORT OFFICE ON
 HY2539'LEFT, THEN CONTINUE AS DESCRIBED.  THE STATION IS 9.7 M (31.8 FT)
 HY2539'SOUTHEAST OF THE SOUTHEAST CORNER OF A TAXIWAY INDICATOR SIGN. DAMAGE
 HY2539'IS NOTED THAT THE ACCESS COVER IS BROKEN AT THE HINGE SO THE PLATE MAY
 HY2539'BE REMOVED.
 HY2539
 HY2539                          STATION RECOVERY (2002)
 HY2539
 HY2539'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 HY2539'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2540 ***********************************************************************
 HY2540  DESIGNATION -  FLEMPORT AZ MK
 HY2540  PID         -  HY2540
 HY2540  STATE/COUNTY-  KY/MASON
 HY2540  USGS QUAD   -  MAYS LICK (1993)
 HY2540
 HY2540                         *CURRENT SURVEY CONTROL
 HY2540  ___________________________________________________________________
 HY2540* NAD 83(1993)-  38 32 20.45547(N)    083 45 04.85977(W)     ADJUSTED  
 HY2540* NAVD 88     -       275.2    (meters)     903.     (feet)  VERTCON   
 HY2540  ___________________________________________________________________
 HY2540  X           -     543,734.172 (meters)                     COMP
 HY2540  Y           -  -4,965,882.421 (meters)                     COMP
 HY2540  Z           -   3,952,568.815 (meters)                     COMP
 HY2540  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 HY2540  ELLIP HEIGHT-         242.19  (meters)          (04/01/98) GPS OBS
 HY2540  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HY2540
 HY2540  HORZ ORDER  -  THIRD
 HY2540  ELLP ORDER  -  FOURTH    CLASS I
 HY2540
 HY2540.This mark is at Fleming-Mason Airport (FGX)
 HY2540
 HY2540.The horizontal coordinates were established by GPS observations
 HY2540.and adjusted by the National Geodetic Survey in April 1998..
 HY2540
 HY2540.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2540
 HY2540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY2540
 HY2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2540
 HY2540.The ellipsoidal height was determined by GPS observations
 HY2540.and is referenced to NAD 83.
 HY2540
 HY2540.The geoid height was determined by GEOID03.
 HY2540
 HY2540;                    North         East     Units Scale Factor Converg.
 HY2540;SPC KY1Z     - 1,246,664.278 1,674,235.439   MT  0.99997173   +1 13 37.5
 HY2540;SPC KY1Z     - 4,090,097.72  5,492,887.44   sFT  0.99997173   +1 13 37.5
 HY2540;SPC KY N     -   115,445.812   543,473.323   MT  0.99996286   +0 18 36.7
 HY2540;SPC KY N     -   378,758.47  1,783,045.39   sFT  0.99996286   +0 18 36.7
 HY2540;UTM  17      - 4,269,211.511   260,196.791   MT  1.00030823   -1 42 54.1
 HY2540
 HY2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2540!SPC KY1Z     -   0.99996200  x   0.99997173  =   0.99993373
 HY2540!SPC KY N     -   0.99996200  x   0.99996286  =   0.99992486
 HY2540!UTM  17      -   0.99996200  x   1.00030823  =   1.00027022
 HY2540
 HY2540:                Primary Azimuth Mark                     Grid Az
 HY2540:SPC KY1Z     -  FLEMPORT                                 066 33 05.3
 HY2540:SPC KY N     -  FLEMPORT                                 067 28 06.1
 HY2540:UTM  17      -  FLEMPORT                                 069 29 36.9
 HY2540
 HY2540|---------------------------------------------------------------------|
 HY2540| PID    Reference Object                     Distance      Geod. Az  |
 HY2540|                                                           dddmmss.s |
 HY2540| HY2539 FLEMPORT                            426.096 METERS 0674642.8 |
 HY2540|---------------------------------------------------------------------|
 HY2540
 HY2540                          SUPERSEDED SURVEY CONTROL
 HY2540
 HY2540  NAD 83(1993)-  38 32 20.46171(N)    083 45 04.85707(W) AD(       ) 3
 HY2540  ELLIP H (12/20/95)  242.07   (m)                       GP(       ) 4 1
 HY2540  NAD 83(1986)-  38 32 20.47375(N)    083 45 04.85655(W) AD(       ) 3
 HY2540  NGVD 29 (11/06/89)  275.4    (m)          904.     (f) GPS OBS        
 HY2540
 HY2540.Superseded values are not recommended for survey control.
 HY2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2540.See file dsdata.txt to determine how the superseded data were derived.
 HY2540
 HY2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6019769212(NAD 83)
 HY2540_MARKER: I = METAL ROD
 HY2540_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HY2540_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HY2540_STAMPING: FLEMPORT AZ MK 1989
 HY2540_MARK LOGO: NGS   
 HY2540_PROJECTION: FLUSH
 HY2540_MAGNETIC: I = MARKER IS A STEEL ROD
 HY2540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY2540+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HY2540_ROD/PIPE-DEPTH: 04.3 meters
 HY2540_SLEEVE-DEPTH  : 0.9 meters
 HY2540
 HY2540  HISTORY     - Date     Condition        Report By
 HY2540  HISTORY     - 1989     MONUMENTED       NGS
 HY2540
 HY2540                          STATION DESCRIPTION
 HY2540
 HY2540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HY2540'THE STATION IS ABOUT 19.3 KM (12.00 MI) NORTH OF FLEMINGSBURG, 12.9 KM
 HY2540'(8.00 MI) SOUTHEAST OF MAYSVILLE, 4.8 KM (3.00 MI) EAST OF LEWISBURG
 HY2540'AND AT THE FLEMINGSBURG-MASON COUNTY AIRPORT.  OWNERSHIP--AIR ADS
 HY2540'AVIATION, RT 3, BOX 264B, MAYSVILLE, KY 41056.  AIRPORT MANAGER IS
 HY2540'LARRY AUSTIN, PHONE 606-742-2411.
 HY2540'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 32 AND 11 IN
 HY2540'FLEMINGSBURG, DRIVE NORTH FOR 1.47 KM (0.90 MI) ON STATE ROAD 11 TO
 HY2540'THE JUNCTION OF STATE ROADS 11 AND 11 BUSINESS.  TURN LEFT AND DRIVE
 HY2540'NORTH FOR 9.67 KM (6.00 MI) ON STATE ROAD 11, PASSING THROUGH WEDONIA,
 HY2540'TO THE JUNCTION OF STATE ROAD 597.  CONTINUE NORTH FOR 1.16 KM
 HY2540'(0.70 MI) ONSTATE ROAD 11 TO A PAVED ROAD RIGHT.  TURN RIGHT AND DRIVE
 HY2540'EAST THEN SOUTH FOR 1.42 KM (0.90 MI) ON A WINDING ROAD TO THE
 HY2540'AIRPORT.  FROM THE AIRPORT OFFICE, DRIVE NORTH THROUGH A CHAIN LINK
 HY2540'FENCE FOR 0.15 KM (0.10 MI) TO THE INTERSECTION OF RAMP AND RUNWAY.
 HY2540'TURN LEFT AND GO ALONG RUNWAY TO END AND STATION ON THE LEFT.
 HY2540'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD THAT IS
 HY2540'DRIVEN INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE
 HY2540'FILLED PVC PIPE THAT IS SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO
 HY2540'CAP STAMPED---FLEMPORT AZ MK 1989---, SURROUNDED BY CONCRETE FLUSH
 HY2540'WITH THE GROUND.  LOCATED 17.22 M (56.5 FT) SOUTH OF THE CENTERLINE OF
 HY2540'THE RUNWAY, 6.1 M (20.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE WEST
 HY2540'END OF THE RUNWAY, 3.7 M (12.1 FT) SOUTHEAST OF THE SOUTH 1 OF A ROW
 HY2540'OF 8 THRESHOLD LIGHTS AT THE WEST END OF THE RUNWAY.  NOTE--ACCESS TO
 HY2540'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HY2540'DESCRIBED BY M.J. WELLSLAGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2750 ***********************************************************************
 GZ2750  DESIGNATION -  FLINT
 GZ2750  PID         -  GZ2750
 GZ2750  STATE/COUNTY-  KY/BARREN
 GZ2750  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ2750
 GZ2750                         *CURRENT SURVEY CONTROL
 GZ2750  ___________________________________________________________________
 GZ2750* NAD 83(1993)-  37 05 03.11921(N)    085 56 32.37249(W)     ADJUSTED  
 GZ2750* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 GZ2750  ___________________________________________________________________
 GZ2750  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GZ2750  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GZ2750
 GZ2750  HORZ ORDER  -  FIRST
 GZ2750
 GZ2750.The horizontal coordinates were established by classical geodetic methods
 GZ2750.and adjusted by the National Geodetic Survey in December 1995..
 GZ2750
 GZ2750.The orthometric height was scaled from a topographic map.
 GZ2750
 GZ2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2750
 GZ2750.The geoid height was determined by GEOID03.
 GZ2750
 GZ2750;                    North         East     Units Scale Factor Converg.
 GZ2750;SPC KY1Z     - 1,083,352.726 1,482,899.679   MT  0.99999979   -0 07 05.1
 GZ2750;SPC KY1Z     - 3,554,299.74  4,865,146.70   sFT  0.99999979   -0 07 05.1
 GZ2750;SPC KY S     -   583,343.672   482,900.447   MT  0.99995487   -0 06 59.9
 GZ2750;SPC KY S     - 1,913,853.36  1,584,315.88   sFT  0.99995487   -0 06 59.9
 GZ2750;UTM  16      - 4,104,736.217   594,005.301   MT  0.99970886   +0 38 16.1
 GZ2750
 GZ2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2750!SPC KY1Z     -   0.99995781  x   0.99999979  =   0.99995760
 GZ2750!SPC KY S     -   0.99995781  x   0.99995487  =   0.99991268
 GZ2750!UTM  16      -   0.99995781  x   0.99970886  =   0.99966668
 GZ2750
 GZ2750|---------------------------------------------------------------------|
 GZ2750| PID    Reference Object                     Distance      Geod. Az  |
 GZ2750|                                                           dddmmss.s |
 GZ2750| CG8682 FLINT RM 2                           17.400 METERS 06738     |
 GZ2750| GZ2751 GLASGOW COMMUNITY HOSPITAL TK       APPROX. 8.8 KM 1580019.6 |
 GZ2750| GZ2752 GLASGOW MUN FEEDER STANDPIPE        APPROX. 8.2 KM 1624842.8 |
 GZ2750| GB2477 GLASGOW MUNICIPAL STANDPIPE         APPROX. 9.6 KM 1690938.7 |
 GZ2750| CG8681 FLINT RM 1                           12.640 METERS 34348     |
 GZ2750| GZ2757 BELL                                APPROX.13.7 KM 3444542.6 |
 GZ2750|---------------------------------------------------------------------|
 GZ2750
 GZ2750                          SUPERSEDED SURVEY CONTROL
 GZ2750
 GZ2750  NAD 83(1986)-  37 05 03.12822(N)    085 56 32.37903(W) AD(       ) 1
 GZ2750  NAD 27      -  37 05 02.95200(N)    085 56 32.46400(W) AD(       ) 1
 GZ2750
 GZ2750.Superseded values are not recommended for survey control.
 GZ2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2750.See file dsdata.txt to determine how the superseded data were derived.
 GZ2750
 GZ2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9400504736(NAD 83)
 GZ2750_MARKER: DS = TRIANGULATION STATION DISK
 GZ2750_SETTING: 80 = SET IN A BOULDER
 GZ2750_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GZ2750
 GZ2750  HISTORY     - Date     Condition        Report By
 GZ2750  HISTORY     - 1939     MONUMENTED       CGS
 GZ2750  HISTORY     - 1951     SEE DESCRIPTION  CGS
 GZ2750
 GZ2750                          STATION DESCRIPTION
 GZ2750
 GZ2750'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 GZ2750'THIS STATION IS
 GZ2750'LOCATED ON THE HIGHEST POINT OF A PROMINENT KNOB LOCALLY KNOWN AS
 GZ2750'FLINT KNOB, ABOUT 6 MILES AIRLINE NORTH-NORTHEAST OF GLASGOW, 7
 GZ2750'MILES EAST OF GLASGOW JUNCTION, ON PASTURE LAND OWNED BY ARON YOUNG
 GZ2750'OF CAVE CITY. THE MARK, WHICH IS A STANDARD DISK SET IN A DRILL
 GZ2750'HOLE IN AN OUTCROPPING BOULDER, 2 BY 3 FEET IN CROSS SECTION IS ON
 GZ2750'THE HIGHEST POINT OF THE KNOB, 120 FEET SOUTH OF THE EAST-WEST
 GZ2750'FENCE LINE, 34 FEET SOUTH-SOUTHEAST OF A 2-FOOT OAK TREE.  THE
 GZ2750'BOULDER PROJECTS 4 INCHES.
 GZ2750'
 GZ2750'TO REACH THE STATION FROM THE COURTHOUSE IN GLASGOW, GO NORTH ON
 GZ2750'ROUTE 31E FOR 5.1 MILES TO A T-ROAD LEFT, OPPSITE A LARGE
 GZ2750'UNPAINTED BARN ON THE RIGHT, TURN LEFT AND GO 0.55 MILE TO A
 GZ2750'T-INTERSECTION, TURN LEFT AND GO 0.1 MILE TO A T-ROAD RIGHT,
 GZ2750'TURN RIGHT AND GO 1.15 MILES TO A T-INTERSECTION, TURN LEFT AND GO
 GZ2750'0.2 MILE TO A T-ROAD RIGHT, CONTINUE STRAIGHT AHEAD AND GO 0.5
 GZ2750'MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.65 MILE TO A FORK, TURN
 GZ2750'LEFT AND GO 0.45 MILE TO THE TOP OF THE HILL AND A T-ROAD (WOODS
 GZ2750'ROADS) RIGHT. TURN RIGHT AND GO ABOUT 0.5 MILE TO A WOODS ROAD RIGHT,
 GZ2750'TURN RIGHT AND GO 0.1 MILE TO A WOODEN GATE. PASS THROUGH THE
 GZ2750'GATE AND GO TO THE WEST EDGE OF THE SMALL FIELD. LEAVE THE TRUCK
 GZ2750'HERE AND CONTINUE ON UP THE GRADE TO THE TOP OF THE HILL AND THE
 GZ2750'STATION.
 GZ2750'
 GZ2750'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION. IT IS A
 GZ2750'STANDARD DISK SET IN AN OUTCROPPING BOULDER WHICH PROJECTS 6
 GZ2750'INCHES. REFERENCE MARK NO. 2 IS EAST-NORTHEAST OF THE STATION. IT IS
 GZ2750'A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING BOULDER, 2 FEET
 GZ2750'IN DIAMETER, PROJECTING 4 INCHES, 2 FEET NORTH OF A 6-INCH OAK TREE.
 GZ2750'
 GZ2750'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK DUE TO THE DENSE
 GZ2750'GROWTH OF TREES AND SHRUBS AROUND THE STATION.
 GZ2750'
 GZ2750'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN BOULDERS,
 GZ2750'
 GZ2750'NO OBJECTS VISIBLE FROM THE GROUND.
 GZ2750'
 GZ2750'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GZ2750
 GZ2750                          STATION RECOVERY (1951)
 GZ2750
 GZ2750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2750'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 RECOVERED AS
 GZ2750'DESCRIBED AND FOUND IN GOOD CONDITION. WITH THE EXCEPTION THAT THE
 GZ2750'BOULDER IN WHICH STATION MARK HAD BEEN SET WAS FOUND BROKEN AND A NEW
 GZ2750'STATION WAS ESTABLISHED.
 GZ2750'
 GZ2750'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GZ2750'
 GZ2750'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF GLASGOW AND 4 MILES
 GZ2750'SOUTH OF CAVE CITY ON THE HIGHEST POINT OF A PROMINENT WOODED KNOB
 GZ2750'LOCALLY KNOWN AS FLINT KNOB AND ON LAND OWNED BY MR. ALFRED JONES. IT
 GZ2750'IS 33 FEET SOUTH OF FENCE LINE, 20 FEET EAST OF A TRIANGULAR
 GZ2750'BLAZED 8 INCH CEDAR TREE AND 5 FEET SOUTH OF THE CENTER OF TRACK
 GZ2750'ROAD. THE DISK IS SET IN A DRILL HOLE IN BEDROCK ABOUT 14 INCHES
 GZ2750'BELOW THE GROUND SURFACE AND STAMPED FLINT 1939, 1951.
 GZ2750'
 GZ2750'REFERENCE MARK NO. 1 IS 41.47 FEET NORTH OF THE STATION, 8.5 FEET
 GZ2750'NORTH OF FENCE LINE. THE DISK IS SET IN CONCRETE IN A DRILL HOLE IN
 GZ2750'AN OUTCROPPING BOULDER WHICH PROJECTS ABOUT 6 INCHES AND STAMPED
 GZ2750'FLINT NO 1 1939.
 GZ2750'
 GZ2750'REFERENCE MARK NO. 2 IS 57.09 FEET EAST OF THE STATION, 6 FEET SOUTH
 GZ2750'OF FENCE LINE AND 1 FOOT NORTH OF A BLAZED 8 INCH OAK TREE. THE
 GZ2750'DISK IS SET IN CONCRETE IN A DRILL HOLE IN AN OUTCROPPING BOULDER
 GZ2750'ABOUT 2 FEET IN DIAMETER AND PROJECTING ABOUT 4 INCHES. IT IS
 GZ2750'STAMPED FLINT NO 2 1939.
 GZ2750'
 GZ2750'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK DUE TO THE HEAVILY
 GZ2750'WOODED AREA.
 GZ2750'
 GZ2750'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 31 E AND
 GZ2750'STATE HIGHWAY NO. 70 ABOUT 9 MILES NORTH OF GLASGOW, GO WEST ON STATE
 GZ2750'HIGHWAY NO. 70 FOR 3.4 MILES TO SIDE ROAD LEFT, (STATE HIGHWAY NO.
 GZ2750'685) TURN LEFT AND FOLLOW WINDING ROAD FOR 1.7 MILES TO CROSS
 GZ2750'ROAD, TURN LEFT AND FOLLOW GRAVELED ROAD EAST FOR 1.15 MILES TO SIDE
 GZ2750'ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.45 MILE TO TOP OF HILL AND
 GZ2750'ROAD RIGHT INTO FIELD, TURN RIGHT AND FOLLOW FIELD ROAD IN A
 GZ2750'NORTHERLY DIRECTION UP THROUGH WOODS FOR 0.5 MILE TO TRIANGULAR
 GZ2750'BLAZED TREE ON THE LEFT AND SIDE ROAD RIGHT UP HILL, TURN RIGHT
 GZ2750'AND FOLLOW ROUGH ROCKY ROAD UP HILL FOR 0.15 MILE TO FENCE LINE AND
 GZ2750'STATION ABOUT 50 FEET WEST AS DESCRIBED.
 GZ2750'
 GZ2750'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1422 ***********************************************************************
 HA1422  DESIGNATION -  FLINT SPRINGS
 HA1422  PID         -  HA1422
 HA1422  STATE/COUNTY-  KY/OHIO
 HA1422  USGS QUAD   -  FLENER (1973)
 HA1422
 HA1422                         *CURRENT SURVEY CONTROL
 HA1422  ___________________________________________________________________
 HA1422* NAD 83(1993)-  37 20 40.91577(N)    086 43 06.71381(W)     ADJUSTED  
 HA1422* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 HA1422  ___________________________________________________________________
 HA1422  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 HA1422  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HA1422
 HA1422  HORZ ORDER  -  SECOND
 HA1422
 HA1422.The horizontal coordinates were established by classical geodetic methods
 HA1422.and adjusted by the National Geodetic Survey in December 1995..
 HA1422
 HA1422.The orthometric height was scaled from a topographic map.
 HA1422
 HA1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1422
 HA1422.The geoid height was determined by GEOID03.
 HA1422
 HA1422;                    North         East     Units Scale Factor Converg.
 HA1422;SPC KY1Z     - 1,112,690.226 1,414,186.133   MT  0.99994772   -0 35 40.7
 HA1422;SPC KY1Z     - 3,650,551.18  4,639,709.00   sFT  0.99994772   -0 35 40.7
 HA1422;SPC KY S     -   612,675.265   414,186.293   MT  0.99994542   -0 35 14.6
 HA1422;SPC KY S     - 2,010,085.43  1,358,876.20   sFT  0.99994542   -0 35 14.6
 HA1422;UTM  16      - 4,133,149.193   524,930.473   MT  0.99960766   +0 10 14.7
 HA1422
 HA1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1422!SPC KY1Z     -   0.99997693  x   0.99994772  =   0.99992465
 HA1422!SPC KY S     -   0.99997693  x   0.99994542  =   0.99992235
 HA1422!UTM  16      -   0.99997693  x   0.99960766  =   0.99958460
 HA1422
 HA1422|---------------------------------------------------------------------|
 HA1422| PID    Reference Object                     Distance      Geod. Az  |
 HA1422|                                                           dddmmss.s |
 HA1422| CG8684 FLINT SPRINGS RM 1                   39.221 METERS 20538     |
 HA1422| CG8685 FLINT SPRINGS RM 2                   20.513 METERS 24805     |
 HA1422| HA1424 PTS 51 USGS 1950                     57.421 METERS 27523     |
 HA1422| CG8683 FLINT SPRINGS AZ MK                                3231759.2 |
 HA1422|---------------------------------------------------------------------|
 HA1422
 HA1422                          SUPERSEDED SURVEY CONTROL
 HA1422
 HA1422  NAD 83(1986)-  37 20 40.92616(N)    086 43 06.72056(W) AD(       ) 2
 HA1422  NAD 27      -  37 20 40.74900(N)    086 43 06.76800(W) AD(       ) 2
 HA1422
 HA1422.Superseded values are not recommended for survey control.
 HA1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1422.See file dsdata.txt to determine how the superseded data were derived.
 HA1422
 HA1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2493033149(NAD 83)
 HA1422_MARKER: DS = TRIANGULATION STATION DISK
 HA1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1422
 HA1422  HISTORY     - Date     Condition        Report By
 HA1422  HISTORY     - 1950     MONUMENTED       CGS
 HA1422
 HA1422                          STATION DESCRIPTION
 HA1422
 HA1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1422'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF BEAVER DAM AND ABOUT 7
 HA1422'MILES SOUTHEAST OF ROSINE.  IT IS 182 FEET EAST OF THE INTERSECTION
 HA1422'OF A ROAD FORK, 50 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 18 FEET
 HA1422'WEST OF A 24 INCH OAK TREE AND 5 FEET WEST OF A WHITE WITNESS POST.
 HA1422'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FLINT SPRINGS
 HA1422'1950.
 HA1422'
 HA1422'REFERENCE MARK NO. 1 IS 15 FEET WEST OF THE CENTER OF GRAVEL ROAD AND
 HA1422'1 FOOT EAST OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS
 HA1422'STAMPED FLINT SPRINGS NO 1 1950.
 HA1422'
 HA1422'REFERENCE MARK NO. 2 IS 23 FEET SOUTHEAST OF A 24 INCH OAK TREE AND
 HA1422'19 FEET WEST OF THE CENTER OF GRAVEL ROAD.  THE MARK IS FLUSH AND THE
 HA1422'DISK IS STAMPED FLINT SPRINGS NO. 2 1950.
 HA1422'
 HA1422'PTS 51 (USGS) BM IS 40 FEET SOUTH OF THE INTERSECTION OF A ROAD FORK,
 HA1422'35 FEET NORTHWEST OF A FRAME HOUSE AND 18 FEET SOUTH OF THE
 HA1422'CENTER OF GRAVEL ROAD.  THE DISK IS A STANDARD USGS BRONZE BENCH MARK
 HA1422'DISK SET FLUSH IN THE TOP OF A CONCRETE POST WHICH IS 4 IN IN
 HA1422'DIAMETER AND PROJECTS ABOUT 18 IN AND IS STAMPED PRIM TRAV STA NO 51
 HA1422'KY DI 1923 1922 Y.
 HA1422'
 HA1422'AZIMUTH MARK IS 13 FEET NORTHWEST OF THE CENTER OF GRAVEL ROAD AND 3
 HA1422'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 HA1422'AND THE DISK IS STAMPED FLINT SPRINGS 1950.
 HA1422'
 HA1422'TO REACH THE STATION FROM THE INTERSECTION OF THE ILLINOIS CENTRAL
 HA1422'RAILROAD AND STATE HIGHWAY NO. 71 IN BEAVER DAM, GO SOUTHEAST ON
 HA1422'STATE HIGHWAY NO. 71 FOR 8.15 MILES TO A GRAVEL T-ROAD LEFT, THIS IS
 HA1422'0.35 MILE AFTER PASSING THE JUNCTION OF STATE HIGHWAY NO. 403, TURN
 HA1422'LEFT ON GRAVEL ROAD AND GO 4.7 MILE TO A T-ROAD RIGHT, TURN RIGHT AND
 HA1422'GO 1.8 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.1 MILE
 HA1422'TO A ROAD FORK, TURN LEFT AND GO 0.1 MILE TO A ROAD FORK AND THE
 HA1422'STATION IN THE NORTH EAST ANGLE.
 HA1422'
 HA1422'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2467 ***********************************************************************
 GB2467  DESIGNATION -  FLIPPIN
 GB2467  PID         -  GB2467
 GB2467  STATE/COUNTY-  KY/MONROE
 GB2467  USGS QUAD   -  FOUNTAIN RUN (1954)
 GB2467
 GB2467                         *CURRENT SURVEY CONTROL
 GB2467  ___________________________________________________________________
 GB2467* NAD 83(1993)-  36 42 39.47726(N)    085 52 47.74268(W)     ADJUSTED  
 GB2467* NAVD 88     -       275.47   (+/-2cm)     903.8    (feet)  VERTCON   
 GB2467  ___________________________________________________________________
 GB2467  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 GB2467  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB2467
 GB2467  HORZ ORDER  -  THIRD
 GB2467  VERT ORDER  -  THIRD ? (See Below)
 GB2467
 GB2467.The horizontal coordinates were established by classical geodetic methods
 GB2467.and adjusted by the National Geodetic Survey in December 1995..
 GB2467
 GB2467.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2467.The vertical order pertains to the NGVD 29 superseded value.
 GB2467
 GB2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2467
 GB2467.The geoid height was determined by GEOID03.
 GB2467
 GB2467;                    North         East     Units Scale Factor Converg.
 GB2467;SPC KY1Z     - 1,041,921.160 1,488,389.946   MT  1.00010989   -0 04 47.2
 GB2467;SPC KY1Z     - 3,418,369.67  4,883,159.35   sFT  1.00010989   -0 04 47.2
 GB2467;SPC KY S     -   541,915.344   488,391.173   MT  1.00000414   -0 04 43.7
 GB2467;SPC KY S     - 1,777,933.92  1,602,330.04   sFT  1.00000414   -0 04 43.7
 GB2467;SPC TN       -   263,814.486   610,728.780   MT  1.00006545   +0 04 13.1
 GB2467;SPC TN       -   865,531.36  2,003,699.34   sFT  1.00006545   +0 04 13.1
 GB2467;UTM  16      - 4,063,394.218   600,037.339   MT  0.99972329   +0 40 10.6
 GB2467
 GB2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2467!SPC KY1Z     -   0.99996152  x   1.00010989  =   1.00007141
 GB2467!SPC KY S     -   0.99996152  x   1.00000414  =   0.99996566
 GB2467!SPC TN       -   0.99996152  x   1.00006545  =   1.00002697
 GB2467!UTM  16      -   0.99996152  x   0.99972329  =   0.99968482
 GB2467
 GB2467:                Primary Azimuth Mark                     Grid Az
 GB2467:SPC KY1Z     -  FLIPPIN AZ MK                            054 46 40.9
 GB2467:SPC KY S     -  FLIPPIN AZ MK                            054 46 37.4
 GB2467:SPC TN       -  FLIPPIN AZ MK                            054 37 40.6
 GB2467:UTM  16      -  FLIPPIN AZ MK                            054 01 43.1
 GB2467
 GB2467|---------------------------------------------------------------------|
 GB2467| PID    Reference Object                     Distance      Geod. Az  |
 GB2467|                                                           dddmmss.s |
 GB2467| CG5791 FLIPPIN AZ MK                                      0544153.7 |
 GB2467| CG5792 FLIPPIN RM 1                          7.230 METERS 08505     |
 GB2467| CG5793 FLIPPIN RM 2                          6.324 METERS 16005     |
 GB2467|---------------------------------------------------------------------|
 GB2467
 GB2467                          SUPERSEDED SURVEY CONTROL
 GB2467
 GB2467  NAD 83(1986)-  36 42 39.48804(N)    085 52 47.74750(W) AD(       ) 3
 GB2467  NAD 27      -  36 42 39.28500(N)    085 52 47.82600(W) AD(       ) 3
 GB2467  NGVD 29 (07/19/86)  275.59   (m)          904.2    (f) LEVELING    3  
 GB2467
 GB2467.Superseded values are not recommended for survey control.
 GB2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2467.See file dsdata.txt to determine how the superseded data were derived.
 GB2467
 GB2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0003763394(NAD 83)
 GB2467_MARKER: DS = TRIANGULATION STATION DISK
 GB2467_SETTING: 66 = SET IN ROCK OUTCROP
 GB2467
 GB2467  HISTORY     - Date     Condition        Report By
 GB2467  HISTORY     - 1950     MONUMENTED       CGS
 GB2467
 GB2467                          STATION DESCRIPTION
 GB2467
 GB2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2467'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF GAMALIEL AND 4 MILES
 GB2467'EAST OF FOUNTAIN RUN.  IT IS 58 FEET EAST OF AN 10 INCH GUM TREE
 GB2467'AND 38 FEET WEST OF AN 8 INCH BIRCH TREE WITH A TRIANGLE BLAZE ON THE
 GB2467'WEST SIDE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FLIPPIN
 GB2467'1950.
 GB2467'
 GB2467'REFERENCE MARK NO. 1 IS 14 FEET SOUTHWEST OF AN 8 INCH BIRCH TREE
 GB2467'WITH A TRIANGLE BLAZE ON THE WEST SIDE.  THE MARK IS FLUSH AND THE
 GB2467'DISK IS STAMPED FLIPPIN NO 1 1950.
 GB2467'
 GB2467'REFERENCE MARK NO. 2 IS 4 FEET SOUTHWEST OF AN 8 INCH BIRCH TREE.
 GB2467'THE MARK IS FLUSH AND THE DISK IS STAMPED FLIPPIN NO 2 1950.
 GB2467'
 GB2467'AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 100
 GB2467'AND 1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 GB2467'DISK IS STAMPED FLIPPIN 1950.
 GB2467'
 GB2467'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 63 AND
 GB2467'NO. 100 IN GAMALIEL, GO NORTHWEST ON STATE HIGHWAY NO. 100 FOR 7.95
 GB2467'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.3 MILE TO THE
 GB2467'JUNCTION OF STATE HIGHWAY NO. 249 NORTH AND GRAVEL ROAD SOUTH, TURN
 GB2467'LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.1 MILE TO A DRIVEWAY ON THE
 GB2467'RIGHT AND WOODS ROAD LEFT.  FROM THIS POINT PACK IN A
 GB2467'NORTHWESTERLY DIRECTION FOR ABOUT 125 YARDS TO THE TOP OF HILL AND
 GB2467'STATION AS DESCRIBED.
 GB2467'
 GB2467'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2390 ***********************************************************************
 HZ2390  DESIGNATION -  FLORENCE
 HZ2390  PID         -  HZ2390
 HZ2390  STATE/COUNTY-  KY/HARRISON
 HZ2390  USGS QUAD   -  MILLERSBURG (1978)
 HZ2390
 HZ2390                         *CURRENT SURVEY CONTROL
 HZ2390  ___________________________________________________________________
 HZ2390* NAD 83(1993)-  38 20 33.71468(N)    084 14 52.50230(W)     ADJUSTED  
 HZ2390* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 HZ2390  ___________________________________________________________________
 HZ2390  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 HZ2390  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HZ2390
 HZ2390  HORZ ORDER  -  FIRST
 HZ2390
 HZ2390.The horizontal coordinates were established by classical geodetic methods
 HZ2390.and adjusted by the National Geodetic Survey in December 1995..
 HZ2390
 HZ2390.The orthometric height was scaled from a topographic map.
 HZ2390
 HZ2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2390
 HZ2390.The geoid height was determined by GEOID03.
 HZ2390
 HZ2390;                    North         East     Units Scale Factor Converg.
 HZ2390;SPC KY1Z     - 1,224,064.027 1,631,301.490   MT  0.99993798   +0 55 20.0
 HZ2390;SPC KY1Z     - 4,015,950.06  5,352,028.31   sFT  0.99993798   +0 55 20.0
 HZ2390;SPC KY N     -    93,536.823   500,182.067   MT  0.99996443   +0 00 04.7
 HZ2390;SPC KY N     -   306,878.73  1,641,014.00   sFT  0.99996443   +0 00 04.7
 HZ2390;UTM  16      - 4,247,424.261   740,518.266   MT  1.00031249   +1 42 29.2
 HZ2390
 HZ2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2390!SPC KY1Z     -   0.99996174  x   0.99993798  =   0.99989972
 HZ2390!SPC KY N     -   0.99996174  x   0.99996443  =   0.99992617
 HZ2390!UTM  16      -   0.99996174  x   1.00031249  =   1.00027422
 HZ2390
 HZ2390:                Primary Azimuth Mark                     Grid Az
 HZ2390:SPC KY1Z     -  FLORENCE AZ MK                           072 31 10.0
 HZ2390:SPC KY N     -  FLORENCE AZ MK                           073 26 25.3
 HZ2390:UTM  16      -  FLORENCE AZ MK                           071 44 00.8
 HZ2390
 HZ2390|---------------------------------------------------------------------|
 HZ2390| PID    Reference Object                     Distance      Geod. Az  |
 HZ2390|                                                           dddmmss.s |
 HZ2390| DB9351 FLORENCE AZ MK                                     0732630.0 |
 HZ2390| HZ2389 FLORENCE RM 2                        32.546 METERS 21218     |
 HZ2390| DB9352 FLORENCE RM 1                        24.475 METERS 33140     |
 HZ2390|---------------------------------------------------------------------|
 HZ2390
 HZ2390                          SUPERSEDED SURVEY CONTROL
 HZ2390
 HZ2390  NAD 83(1986)-  38 20 33.72124(N)    084 14 52.51090(W) AD(       ) 1
 HZ2390  NAD 27      -  38 20 33.44800(N)    084 14 52.75600(W) AD(       ) 1
 HZ2390
 HZ2390.Superseded values are not recommended for survey control.
 HZ2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2390.See file dsdata.txt to determine how the superseded data were derived.
 HZ2390
 HZ2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH4051847424(NAD 83)
 HZ2390_MARKER: DS = TRIANGULATION STATION DISK
 HZ2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2390_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2390
 HZ2390  HISTORY     - Date     Condition        Report By
 HZ2390  HISTORY     - 1935     MONUMENTED       CGS
 HZ2390  HISTORY     - 1954     GOOD             CGS
 HZ2390
 HZ2390                          STATION DESCRIPTION
 HZ2390
 HZ2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2390'THE STATION IS ON A HIGH KNOLL ON THE PROPERTY OF VIRGIL FLORENCE,
 HZ2390'ABOUT 4.25 MILES SE OF CYNTHIANA AND 9 MILES N OF PARIS.  IT IS 47
 HZ2390'FEET E OF A N-S FENCE LINE AND 151 FEET W OF A LONE 9-INCH
 HZ2390'SYCAMORE TREE.  MARK IS SET 10 INCHES BELOW THE SURFACE OF THE
 HZ2390'GROUND.
 HZ2390'
 HZ2390'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2390'DISKS SET IN CONCRETE.
 HZ2390'
 HZ2390'REFERENCE MARK NO.1 IS NNW OF THE STATION, 6 INCHES E OF A N-S FENCE
 HZ2390'LINE.
 HZ2390'
 HZ2390'REFERENCE MARK NO.2 IS SW OF THE STATION, 6 INCHES E OF N-S FENCE
 HZ2390'LINE.
 HZ2390'
 HZ2390'AZIMUTH MARK IS ENE OF THE STATION ON THE PROPERTY OF JOHN TOM JUDDY,
 HZ2390'18 INCHES N OF THE W CORNER OF A LARGE TOBACCO BARN AND 60 FEET NE
 HZ2390'OF A LARGE GATE.
 HZ2390'
 HZ2390'TO REACH FROM CYNTHIANA--GO E ON PIKE STREET (HIGHWAY 62) FROM THE
 HZ2390'RAILROAD CROSSING FOR 3 MILES AND TURN RIGHT S AT CROSS ROAD.
 HZ2390'PROCEED 2.25 MILES AND TURN RIGHT INTO LANE ON THE N SIDE OF VIRGIL
 HZ2390'FLORENCES HOUSE.  FOLLOW THIS LANE ABOUT 0.4 MILE TO TOP OF GRADE IN
 HZ2390'PASTURE AND THE STATION.
 HZ2390'
 HZ2390'A 64 FOOT TOWER WILL CLEAR ALL LINES.
 HZ2390'
 HZ2390'NO NATURAL OBJECTS VISIBLE FROM GROUND.
 HZ2390
 HZ2390                          STATION RECOVERY (1954)
 HZ2390
 HZ2390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HZ2390'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 HZ2390'DISTANCES TO THE REFERENCE MARKS WERE CHECKED AND FOUND CORRECT.  THE
 HZ2390'DIRECTIONS TO THE REFERENCE MARKS FROM THE AZIMUTH MARK WERE CHECKED
 HZ2390'AND FOUND CORRECT.  STATION WAS OCCUPIED FROM THE GROUND ONLY
 HZ2390'SINCE IT WAS IN A CULTIVATED FIELD AND THE PROPERTY OWNER DID NOT
 HZ2390'WANT THE LAND DISTURBED.  THE OLD DESCRIPTION IS ADEQUATE WITH THE
 HZ2390'EXCEPTION THAT THE STATION IS ON PROPERTY OF MR. JOE FEIX, AND A
 HZ2390'NEW TO REACH WHICH FOLLOWS--
 HZ2390'
 HZ2390'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 36 AND 32 AT
 HZ2390'THE COURTHOUSE IN CYNTHIANA, GO EAST ON HIGHWAY 32(PIKE STREET) FOR
 HZ2390'3.2 MILES TO A FORK, TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR 2.15
 HZ2390'MILES TO A GRAVEL LANE ON THE RIGHT, CONTINUE SOUTH ON PAVED ROAD
 HZ2390'FOR 0.05 MILE TO A GATE ON THE RIGHT, TURN RIGHT THROUGH GATE AND GO
 HZ2390'WEST ACROSS PASTURE UP LONG HILL FOR 0.4 MILE TO A FENCE CORNER,
 HZ2390'TURN RIGHT AND GO NORTH ALONG FENCE FOR 0.05 MILE TO THE REFERENCE
 HZ2390'MARKS IN THE FENCE LINE AND THE STATION ON THE RIGHT IN A
 HZ2390'CULTIVATED FIELD.
 HZ2390'
 HZ2390'TO REACH THE AZIMUTH MARK FROM THIS POINT GO WEST ON GRAVEL LANE FOR
 HZ2390'0.05 MILE TO A LARGE TOBACCO BARN ON THE RIGHT AND THE AZIMUTH MARK
 HZ2390'1 FOOT NORTH OF THE SOUTHWEST CORNER OF THE BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2389 ***********************************************************************
 HZ2389  DESIGNATION -  FLORENCE RM 2
 HZ2389  PID         -  HZ2389
 HZ2389  STATE/COUNTY-  KY/HARRISON
 HZ2389  USGS QUAD   -  MILLERSBURG (1978)
 HZ2389
 HZ2389                         *CURRENT SURVEY CONTROL
 HZ2389  ___________________________________________________________________
 HZ2389* NAD 83(1993)-  38 20 32.82252(N)    084 14 53.21852(W)     ADJUSTED  
 HZ2389* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 HZ2389  ___________________________________________________________________
 HZ2389  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 HZ2389  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HZ2389
 HZ2389  HORZ ORDER  -  SECOND
 HZ2389
 HZ2389.The horizontal coordinates were established by classical geodetic methods
 HZ2389.and adjusted by the National Geodetic Survey in December 1995..
 HZ2389
 HZ2389.The orthometric height was scaled from a topographic map.
 HZ2389
 HZ2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2389
 HZ2389.The geoid height was determined by GEOID03.
 HZ2389
 HZ2389;                    North         East     Units Scale Factor Converg.
 HZ2389;SPC KY1Z     - 1,224,036.243 1,631,284.543   MT  0.99993795   +0 55 19.6
 HZ2389;SPC KY1Z     - 4,015,858.91  5,351,972.70   sFT  0.99993795   +0 55 19.6
 HZ2389;SPC KY N     -    93,509.315   500,164.676   MT  0.99996444   +0 00 04.2
 HZ2389;SPC KY N     -   306,788.48  1,640,956.94   sFT  0.99996444   +0 00 04.2
 HZ2389;UTM  16      - 4,247,396.237   740,501.696   MT  1.00031239   +1 42 28.7
 HZ2389
 HZ2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2389!SPC KY1Z     -   0.99996174  x   0.99993795  =   0.99989969
 HZ2389!SPC KY N     -   0.99996174  x   0.99996444  =   0.99992618
 HZ2389!UTM  16      -   0.99996174  x   1.00031239  =   1.00027412
 HZ2389
 HZ2389|---------------------------------------------------------------------|
 HZ2389| PID    Reference Object                     Distance      Geod. Az  |
 HZ2389|                                                           dddmmss.s |
 HZ2389| DB9352 FLORENCE RM 1                        53.162 METERS 00644     |
 HZ2389| HZ2390 FLORENCE                             32.546 METERS 03218     |
 HZ2389| DB9351 FLORENCE AZ MK                                     0711019.4 |
 HZ2389| HZ2388 MILLERSBURG MUNICIPAL TANK          APPROX. 9.7 KM 1143519.0 |
 HZ2389| HZ2416 PARIS LM TOBACCO CO STACK           APPROX.15.9 KM 1843347.1 |
 HZ2389| HZ2438 CYNTHIANA MUNICIPAL TANK            APPROX. 7.2 KM 3312207.8 |
 HZ2389|---------------------------------------------------------------------|
 HZ2389
 HZ2389                          SUPERSEDED SURVEY CONTROL
 HZ2389
 HZ2389  NAD 83(1986)-  38 20 32.82917(N)    084 14 53.22704(W) AD(       ) 2
 HZ2389  NAD 27      -  38 20 32.55600(N)    084 14 53.47200(W) AD(       ) 2
 HZ2389
 HZ2389.Superseded values are not recommended for survey control.
 HZ2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2389.See file dsdata.txt to determine how the superseded data were derived.
 HZ2389
 HZ2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH4050247396(NAD 83)
 HZ2389_MARKER: DR = REFERENCE MARK DISK
 HZ2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2389
 HZ2389  HISTORY     - Date     Condition        Report By
 HZ2389  HISTORY     - 1954     MONUMENTED       CGS
 HZ2389
 HZ2389                          STATION DESCRIPTION
 HZ2389
 HZ2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HZ2389'STATION IS LOCATED ABOUT 9 MILES NORTH OF PARIS AND 4 MILES SOUTHEAST
 HZ2389'OF CYNTHIANA, ON A HIGH CULTIVATED KNOLL ON PROPERTY OF MR. JOE
 HZ2389'FEIX.  IT IS 4 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF
 HZ2389'A NORTH SOUTH FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HZ2389'FLORENCE NO 2 1935.
 HZ2389'
 HZ2389'FLORENCE 1935 WAS USED AS A REFERENCE MARK.  IT IS NEAR THE HIGHEST
 HZ2389'POINT OF THE KNOLL, 47 FEET EAST OF THE FENCE LINE.  THE MARK IS
 HZ2389'ABOUT 10 INCHES BELOW THE GROUND AND THE DISK IS STAMPED FLORENCE
 HZ2389'1935.
 HZ2389'
 HZ2389'REFERENCE MARK NO.1 IS 1 FOOT EAST OF THE FENCE.  THE MARK IS FLUSH
 HZ2389'AND THE DISK IS STAMPED FLORENCE NO 1 1954.
 HZ2389'
 HZ2389'AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF A GRAVEL LANE, 30 FEET
 HZ2389'NORTH OF A FENCE AND 1 FOOT NORTH OF THE SOUTHWEST CORNER OF A LARGE
 HZ2389'TOBACCO BARN.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 HZ2389'STAMPED FLORENCE 1935.
 HZ2389'
 HZ2389'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 36 AT
 HZ2389'THE COURTHOUSE IN CYNTHIANA, GO EAST ON HIGHWAY 32 (PIKE STREET) FOR
 HZ2389'3.2 MILES TO A FORK, TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR 2.15
 HZ2389'MILES TO A GRAVEL LANE ON THE RIGHT CONTINUE SOUTH ON PAVED ROAD
 HZ2389'FOR 0.05 MILE TO A GATE ON THE RIGHT, TURN RIGHT THROUGH GATE AND
 HZ2389'GO WEST ACROSS PASTURE UP LONG HILL FOR 0.4 MILE TO A FENCE CORNER,
 HZ2389'TURN RIGHT AND GO NORTH ALONG FENCE FOR 0.05 MILE TO RM NO.2 IN FENCE
 HZ2389'LINE.
 HZ2389'
 HZ2389'TO REACH THE AZIMUTH MARK FROM THIS POINT GO WEST ON GRAVEL LANE FOR
 HZ2389'0.05 MILE TO A LARGE TOBACCO BARN ON THE RIGHT AND THE AZIMUTH MARK
 HZ2389'AS DESCRIBED.
 HZ2389'
 HZ2389'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2357 ***********************************************************************
 HY2357  DESIGNATION -  FLY
 HY2357  PID         -  HY2357
 HY2357  STATE/COUNTY-  KY/LEWIS
 HY2357  USGS QUAD   -  CHARTERS (1983)
 HY2357
 HY2357                         *CURRENT SURVEY CONTROL
 HY2357  ___________________________________________________________________
 HY2357* NAD 83(1993)-  38 36 21.73699(N)    083 22 49.05121(W)     ADJUSTED  
 HY2357* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 HY2357  ___________________________________________________________________
 HY2357  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 HY2357  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY2357
 HY2357  HORZ ORDER  -  SECOND
 HY2357
 HY2357.The horizontal coordinates were established by classical geodetic methods
 HY2357.and adjusted by the National Geodetic Survey in April 1998..
 HY2357
 HY2357.The orthometric height was scaled from a topographic map.
 HY2357
 HY2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2357
 HY2357.The geoid height was determined by GEOID03.
 HY2357
 HY2357;                    North         East     Units Scale Factor Converg.
 HY2357;SPC KY1Z     - 1,254,858.805 1,706,387.686   MT  0.99998595   +1 27 17.7
 HY2357;SPC KY1Z     - 4,116,982.60  5,598,373.60   sFT  0.99998595   +1 27 17.7
 HY2357;SPC KY N     -   123,125.515   575,751.901   MT  0.99996500   +0 32 27.7
 HY2357;SPC KY N     -   403,954.29  1,888,946.03   sFT  0.99996500   +0 32 27.7
 HY2357;SPC OH S     -    67,653.200   523,321.515   MT  1.00002746   -0 33 30.8
 HY2357;UTM  17      - 4,275,746.892   292,734.916   MT  1.00012905   -1 29 08.7
 HY2357
 HY2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2357!SPC KY1Z     -   0.99994916  x   0.99998595  =   0.99993511
 HY2357!SPC KY N     -   0.99994916  x   0.99996500  =   0.99991416
 HY2357!SPC OH S     -   0.99994916  x   1.00002746  =   0.99997662
 HY2357!UTM  17      -   0.99994916  x   1.00012905  =   1.00007821
 HY2357
 HY2357:                Primary Azimuth Mark                     Grid Az
 HY2357:SPC KY1Z     -  POND                                     073 01 52.5
 HY2357:SPC KY N     -  POND                                     073 56 42.5
 HY2357:SPC OH S     -  POND                                     075 02 41.0
 HY2357:UTM  17      -  POND                                     075 58 18.9
 HY2357
 HY2357|---------------------------------------------------------------------|
 HY2357| PID    Reference Object                     Distance      Geod. Az  |
 HY2357|                                                           dddmmss.s |
 HY2357| HY2350 POND                                APPROX.17.6 KM 0742910.2 |
 HY2357| DB9354 FLY RM 1                             31.446 METERS 18946     |
 HY2357| DB9353 FLY AZ MK                                          2185103.0 |
 HY2357| DB9355 FLY RM 2                             23.688 METERS 30940     |
 HY2357|---------------------------------------------------------------------|
 HY2357
 HY2357                          SUPERSEDED SURVEY CONTROL
 HY2357
 HY2357  NAD 83(1993)-  38 36 21.73728(N)    083 22 49.05089(W) AD(       ) 2
 HY2357  NAD 83(1986)-  38 36 21.74432(N)    083 22 49.05682(W) AD(       ) 2
 HY2357  NAD 27      -  38 36 21.47200(N)    083 22 49.38600(W) AD(       ) 2
 HY2357
 HY2357.Superseded values are not recommended for survey control.
 HY2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2357.See file dsdata.txt to determine how the superseded data were derived.
 HY2357
 HY2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC9273575747(NAD 83)
 HY2357_MARKER: DS = TRIANGULATION STATION DISK
 HY2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2357
 HY2357  HISTORY     - Date     Condition        Report By
 HY2357  HISTORY     - 1953     MONUMENTED       CGS
 HY2357
 HY2357                          STATION DESCRIPTION
 HY2357
 HY2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2357'STATION IS LOCATED AT THE EAST END OF A HIGH RIDGE ON THE PROPERTY OF
 HY2357'LESLIE MOORE ABOUT 3-1/2 MILES WEST OF VANCEBURG AND ABOUT 2 MILES
 HY2357'NORTH OF STATE HIGHWAY 10.  IT IS 37 FEET NORTH OF A 10 INCH HICKORY
 HY2357'TREE, 21 FEET EAST OF A WHITE WITNESS POST AND FENCE AND 18 FEET
 HY2357'SOUTHEAST OF A 14 INCH WALNUT TREE.  THE MARK IS FLUSH AND THE DISK
 HY2357'IS STAMPED FLY 1953.
 HY2357'
 HY2357'REFERENCE MARK NO.1 IS 103.17 FEET SOUTHWEST OF THE STATION.  IT IS
 HY2357'65 FEET SOUTH OF A 10 INCH HICKORY TREE AND 12 FEET NORTH OF A 10
 HY2357'INCH HICKORY TREE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 HY2357'IS STAMPED FLY NO 1 1953.
 HY2357'
 HY2357'REFERENCE MARK NO.2 IS 77 FEET NORTHWEST OF THE STATION.  IT IS 62
 HY2357'FEET NORTHWEST OF THE WALNUT TREE AND 20 FEET EAST OF THE FENCE.  THE
 HY2357'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED FLY NO 2 1953.
 HY2357'
 HY2357'AZIMUTH MARK IS 0.1 MILE SOUTHWEST OF THE STATION.  IT IS 5 FEET
 HY2357'SOUTHEAST OF A 10 INCH OAK TREE AND 3 FEET NORTHEAST OF A WHITE
 HY2357'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 HY2357'STAMPED FLY 1953.
 HY2357'
 HY2357'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 59 IN
 HY2357'THE SOUTH SIDE OF VANCEBURG, GO WEST ON HIGHWAY 10 FOR 3.35 MILES TO
 HY2357'A DIRT ROAD RIGHT.  TURN RIGHT AND GO NORTH UP WINDING ROAD ALONG
 HY2357'CREEK FOR 2.0 MILES TO A WOODEN BRIDGE.  TURN RIGHT ACROSS BRIDGE
 HY2357'AND FOLLOW MAIN TRAVELED ROAD FOR 0.8 MILE TO A FORK AT THE TOP OF
 HY2357'THE RIDGE. TURN RIGHT AND FOLLOW MAIN ROAD EAST ALONG RIDGE FOR 0.65
 HY2357'MILE TO A T ROAD.  TURN RIGHT AND GO 0.25 MILE TO A GATE AT FARM
 HY2357'HOUSE.  GO THROUGH GATE AND PASS BARN AND GO SOUTHEAST ON FARM
 HY2357'ROAD FOR 0.45 MILE TO THE STATION AS DESCRIBED.
 HY2357'
 HY2357'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST THROUGH
 HY2357'CULTIVATED FIELD FOR 0.1 MILE TO THE END OF THE FIELD AND THE MARK AS
 HY2357'DESCRIBED.
 HY2357'
 HY2357'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1017 ***********************************************************************
 GB1017  DESIGNATION -  FLYING INN
 GB1017  PID         -  GB1017
 GB1017  STATE/COUNTY-  KY/WAYNE
 GB1017  USGS QUAD   -  MONTICELLO (1977)
 GB1017
 GB1017                         *CURRENT SURVEY CONTROL
 GB1017  ___________________________________________________________________
 GB1017* NAD 83(1993)-  36 51 27.88286(N)    084 49 55.75595(W)     ADJUSTED  
 GB1017* NAVD 88     -       298.066  (meters)     977.90   (feet)  ADJUSTED  
 GB1017  ___________________________________________________________________
 GB1017  LAPLACE CORR-           6.90  (seconds)                    DEFLEC99
 GB1017  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB1017  DYNAMIC HT  -         297.821 (meters)     977.10  (feet)  COMP
 GB1017  MODELED GRAV-     979,802.2   (mgal)                       NAVD 88
 GB1017
 GB1017  HORZ ORDER  -  THIRD
 GB1017  VERT ORDER  -  SECOND    CLASS 0
 GB1017
 GB1017.This mark is at Wayne County Airport (EKQ)
 GB1017
 GB1017.The horizontal coordinates were established by classical geodetic methods
 GB1017.and adjusted by the National Geodetic Survey in December 1995..
 GB1017
 GB1017.The orthometric height was determined by differential leveling
 GB1017.and adjusted by the National Geodetic Survey in June 1991..
 GB1017
 GB1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1017
 GB1017.The geoid height was determined by GEOID03.
 GB1017
 GB1017.The dynamic height is computed by dividing the NAVD 88
 GB1017.geopotential number by the normal gravity value computed on the
 GB1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1017.degrees latitude (g = 980.6199 gals.).
 GB1017
 GB1017.The modeled gravity was interpolated from observed gravity values.
 GB1017
 GB1017;                    North         East     Units Scale Factor Converg.
 GB1017;SPC KY1Z     - 1,058,605.633 1,581,854.638   MT  1.00006161   +0 33 48.7
 GB1017;SPC KY1Z     - 3,473,108.65  5,189,801.42   sFT  1.00006161   +0 33 48.7
 GB1017;SPC KY S     -   558,593.440   581,847.970   MT  0.99997975   +0 33 23.9
 GB1017;SPC KY S     - 1,832,651.98  1,908,946.21   sFT  0.99997975   +0 33 23.9
 GB1017;UTM  16      - 4,081,285.395   693,258.159   MT  1.00006014   +1 18 02.7
 GB1017
 GB1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1017!SPC KY1Z     -   0.99995797  x   1.00006161  =   1.00001958
 GB1017!SPC KY S     -   0.99995797  x   0.99997975  =   0.99993773
 GB1017!UTM  16      -   0.99995797  x   1.00006014  =   1.00001811
 GB1017
 GB1017|---------------------------------------------------------------------|
 GB1017| PID    Reference Object                     Distance      Geod. Az  |
 GB1017|                                                           dddmmss.s |
 GB1017| GB1018 FLYING INN RM 1                       3.158 METERS 10957     |
 GB1017| GB1019 FLYING INN RM 2                      19.611 METERS 19819     |
 GB1017| GB1020 FLYING INN AZ MK                                   2011843.0 |
 GB1017|---------------------------------------------------------------------|
 GB1017
 GB1017                          SUPERSEDED SURVEY CONTROL
 GB1017
 GB1017  NAD 83(1986)-  36 51 27.89240(N)    084 49 55.76262(W) AD(       ) 3
 GB1017  NAD 27      -  36 51 27.63200(N)    084 49 55.96100(W) AD(       ) 3
 GB1017  NGVD 29 (??/??/92)  298.208  (m)          978.37   (f) ADJ UNCH    2 0
 GB1017
 GB1017.Superseded values are not recommended for survey control.
 GB1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1017.See file dsdata.txt to determine how the superseded data were derived.
 GB1017
 GB1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9325881285(NAD 83)
 GB1017_MARKER: DS = TRIANGULATION STATION DISK
 GB1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1017_STAMPING: FLYING INN 1950
 GB1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1017+STABILITY: SURFACE MOTION
 GB1017
 GB1017  HISTORY     - Date     Condition        Report By
 GB1017  HISTORY     - 1950     MONUMENTED       CGS
 GB1017  HISTORY     - 1951     GOOD             NGS
 GB1017  HISTORY     - 1958     MARK NOT FOUND   CGS
 GB1017
 GB1017                          STATION DESCRIPTION
 GB1017
 GB1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB1017'STATION IS LOCATED ON THE SOUTHEAST SIDE OF STATE HIGHWAY 90 NEAR THE
 GB1017'RICE AIRPORT AND 2.2 MILES NORTHEAST OF THE PUBLIC SQUARE IN
 GB1017'MONTICELLO.  IT IS 86 FEET SOUTHWEST OF THE AIRPORT OFFICE BUILDING,
 GB1017'46 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 6 FEET SOUTHWEST OF
 GB1017'A WHITE WITNESS POST AND 2 FEET NORTHWEST OF A FENCELINE.  THE MARK
 GB1017'IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED FLYING INN
 GB1017'1950.
 GB1017'
 GB1017'REFERENCE MARK NO. 1 IS 86 FEET SOUTHWEST OF THE AIRPORT OFFICE
 GB1017'BUILDING, 57 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY AND 8 FEET
 GB1017'SOUTHEAST OF THE FENCELINE.  THE MARK IS SET FLUSH WITH THE GROUND
 GB1017'AND THE DISK IS STAMPED FLYING INN NO 1 1950.
 GB1017'
 GB1017'REFERENCE MARK NO. 2 IS 48 FEET SOUTHEAST OF THE CENTER OF THE
 GB1017'HIGHWAY AND 1 FOOT NORTHWEST OF THE FENCELINE.  THE MARK IS SET
 GB1017'FLUSH WITH THE GROUND AND THE DISK IS STAMPED FLYING INN NO 2 1950.
 GB1017'
 GB1017'AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF THE STATION ON THE NORTHWEST
 GB1017'SIDE OF THE HIGHWAY.  IT IS 25 FEET NORTHWEST OF THE CENTER OF THE
 GB1017'HIGHWAY, 12 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY, 4 FEET EAST
 GB1017'OF A FENCE CORNER, 2.5 FEET NORTHEAST OF A WHITE WITNESS POST AND 1
 GB1017'FOOT SOUTHEAST OF A FENCELINE.  THE MARK IS SET FLUSH WITH THE GROUND
 GB1017'AND THE DISK IS STAMPED FLYING INN 1950.
 GB1017'
 GB1017'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1017
 GB1017                          STATION RECOVERY (1951)
 GB1017
 GB1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GB1017'2.2 MI NE FROM MONTICELLO.
 GB1017'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 90 FROM THE
 GB1017'COURT HOUSE AT MONTICELLO, AT MONTICELLO AIRPORT, LOCATED IN
 GB1017'LOT NO. 13 OF AIRPORT SUB-DIVISION, 47 1/2 FEET EAST OF CENTER
 GB1017'LINE OF HIGHWAY, 85 FEET SOUTH OF SOUTHWEST CORNER OF ADMINISTRATION
 GB1017'BUILDING, 64 1/2 FEET NORTH OF R.M. NO. 2, 10 1/2 FEET WEST OF
 GB1017'R.M. NO. 1, 6.8 FEET SOUTH-SOUTHWEST OF A WHITE WOODEN WITNESS
 GB1017'POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GB1017'POST ABOUT FLUSH WITH GROUND.
 GB1017
 GB1017                          STATION RECOVERY (1958)
 GB1017
 GB1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 GB1017'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR, PRODDING
 GB1017'WAS DONE BUT NO SIGN OF THE MARKS COULD BE FOUND.  THIS AREA HAS BEEN
 GB1017'LEVELED OFF AND NEW HOUSES CONSTRUCTED, AND IT IS BELIEVED THE MARKS
 GB1017'HAVE BEEN DESTROYED, THE UNDERGROUND MARK SHOULD BE IN PLACE
 GB1017'BUT WAS UNABLE TO FIND IT.
 GB1017'
 GB1017'THE AZIMUTH MARK IS IN PLACE AND IN GOOD CONDITION, AND ELEVATION WAS
 GB1017'STAMPED ON THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1020 ***********************************************************************
 GB1020  DESIGNATION -  FLYING INN AZ MK
 GB1020  PID         -  GB1020
 GB1020  STATE/COUNTY-  KY/WAYNE
 GB1020  USGS QUAD   -  MONTICELLO (1977)
 GB1020
 GB1020                         *CURRENT SURVEY CONTROL
 GB1020  ___________________________________________________________________
 GB1020* NAD 83(1986)-  36 51 08.     (N)    084 50 06.     (W)     SCALED    
 GB1020* NAVD 88     -       292.112  (meters)     958.37   (feet)  ADJUSTED  
 GB1020  ___________________________________________________________________
 GB1020  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GB1020  DYNAMIC HT  -         291.872 (meters)     957.58  (feet)  COMP
 GB1020  MODELED GRAV-     979,800.9   (mgal)                       NAVD 88
 GB1020
 GB1020  VERT ORDER  -  SECOND    CLASS 0
 GB1020
 GB1020.The horizontal coordinates were scaled from a topographic map and have
 GB1020.an estimated accuracy of +/- 6 seconds.
 GB1020
 GB1020.The orthometric height was determined by differential leveling
 GB1020.and adjusted by the National Geodetic Survey in June 1991..
 GB1020
 GB1020.The geoid height was determined by GEOID03.
 GB1020
 GB1020.The dynamic height is computed by dividing the NAVD 88
 GB1020.geopotential number by the normal gravity value computed on the
 GB1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1020.degrees latitude (g = 980.6199 gals.).
 GB1020
 GB1020.The modeled gravity was interpolated from observed gravity values.
 GB1020
 GB1020;                    North         East    Units  Estimated Accuracy
 GB1020;SPC KY1Z     - 1,057,990.    1,581,610.      MT  (+/- 180 meters Scaled)
 GB1020
 GB1020                          SUPERSEDED SURVEY CONTROL
 GB1020
 GB1020  NGVD 29 (??/??/92)  292.254  (m)          958.84   (f) ADJ UNCH    2 0
 GB1020
 GB1020.Superseded values are not recommended for survey control.
 GB1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1020.See file dsdata.txt to determine how the superseded data were derived.
 GB1020
 GB1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF930806(NAD 83)
 GB1020_MARKER: DZ = AZIMUTH MARK DISK
 GB1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1020_STAMPING: FLYING INN 1950 958.837
 GB1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1020+STABILITY: SURFACE MOTION
 GB1020
 GB1020  HISTORY     - Date     Condition        Report By
 GB1020  HISTORY     - 1950     MONUMENTED       CGS
 GB1020  HISTORY     - 1951     GOOD             NGS
 GB1020  HISTORY     - 1957     GOOD             NGS
 GB1020
 GB1020                          STATION DESCRIPTION
 GB1020
 GB1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1020'1.8 MI NE FROM MONTICELLO.
 GB1020'ABOUT 1.8 MILES NORTHEAST ALONG STATE HIGHWAY 90 FROM THE COURT
 GB1020'HOUSE AT MONTICELLO, ABOUT 0.4 MILE SOUTHWEST OF MONTICELLO
 GB1020'AIRPORT, AT A DRIVE TO A SMALL CONCRETE BLOCK HOUSE, DIRECLY
 GB1020'UNDER A POWER LINE CROSSING, 24 FEET WEST OF CENTER LINE OF
 GB1020'HIGHWAY, 345 FEET NORTH OF CLAY TILE INN, 124 1/2 FEET EAST OF
 GB1020'NORTHEAST CORNER OF CONCRETE BLOCK HOUSE, 12 FEET NORTH OF CENTER
 GB1020'LINE OF DRIVE TO HOUSE, 8 1/2 FEET WEST OF NORTH END OF A 12-INCH
 GB1020'PIPE CULVERT UNDER DRIVE, 4 FEET NORTHEAST OF A FENCE CORNER,
 GB1020'2 1/2 FEET NORTHWEST OF A POWER POLE, 2 1/2 FEET NORTH OF A WHITE
 GB1020'WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP
 GB1020'OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 GB1020
 GB1020                          STATION RECOVERY (1957)
 GB1020
 GB1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1018 ***********************************************************************
 GB1018  DESIGNATION -  FLYING INN RM 1
 GB1018  PID         -  GB1018
 GB1018  STATE/COUNTY-  KY/WAYNE
 GB1018  USGS QUAD   -  MONTICELLO (1977)
 GB1018
 GB1018                         *CURRENT SURVEY CONTROL
 GB1018  ___________________________________________________________________
 GB1018* NAD 83(1986)-  36 51 27.     (N)    084 49 55.     (W)     SCALED    
 GB1018* NAVD 88     -       298.971  (meters)     980.87   (feet)  ADJUSTED  
 GB1018  ___________________________________________________________________
 GB1018  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB1018  DYNAMIC HT  -         298.725 (meters)     980.07  (feet)  COMP
 GB1018  MODELED GRAV-     979,802.2   (mgal)                       NAVD 88
 GB1018
 GB1018  VERT ORDER  -  SECOND    CLASS 0
 GB1018
 GB1018.This mark is at Wayne County Airport (EKQ)
 GB1018
 GB1018.The horizontal coordinates were scaled from a topographic map and have
 GB1018.an estimated accuracy of +/- 6 seconds.
 GB1018
 GB1018.The orthometric height was determined by differential leveling
 GB1018.and adjusted by the National Geodetic Survey in June 1991..
 GB1018
 GB1018.The geoid height was determined by GEOID03.
 GB1018
 GB1018.The dynamic height is computed by dividing the NAVD 88
 GB1018.geopotential number by the normal gravity value computed on the
 GB1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1018.degrees latitude (g = 980.6199 gals.).
 GB1018
 GB1018.The modeled gravity was interpolated from observed gravity values.
 GB1018
 GB1018;                    North         East    Units  Estimated Accuracy
 GB1018;SPC KY1Z     - 1,058,580.    1,581,870.      MT  (+/- 180 meters Scaled)
 GB1018
 GB1018                          SUPERSEDED SURVEY CONTROL
 GB1018
 GB1018  NGVD 29 (??/??/92)  299.113  (m)          981.34   (f) ADJ UNCH    2 0
 GB1018
 GB1018.Superseded values are not recommended for survey control.
 GB1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1018.See file dsdata.txt to determine how the superseded data were derived.
 GB1018
 GB1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF932812(NAD 83)
 GB1018_MARKER: DR = REFERENCE MARK DISK
 GB1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1018_STAMPING: FLYING INN NO 1 1950
 GB1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1018+STABILITY: SURFACE MOTION
 GB1018
 GB1018  HISTORY     - Date     Condition        Report By
 GB1018  HISTORY     - 1950     MONUMENTED       CGS
 GB1018  HISTORY     - 1951     GOOD             NGS
 GB1018
 GB1018                          STATION DESCRIPTION
 GB1018
 GB1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1018'2.2 MI NE FROM MONTICELLO.
 GB1018'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 90 FROM THE COURT
 GB1018'HOUSE AT MONTICELLO, AT MONTICELLO AIRPORT, IN LOT NO. 13 OF
 GB1018'AIRPORT SUB-DIVISION, 58 FEET EAST OF CENTER LINE OF HIGHWAY,
 GB1018'85 1/2 FEET SOUTH OF SOUTHWEST CORNER A ADMINISTRATION BUILDING,
 GB1018'65 FEET NORTH OF R.M. NO. 2, 10 1/2 FEET EAST OF STATION MARK,
 GB1018'23 1/2 FEET SOUTH OF SOUTHEAST CORNER OF CONCRETE FOUNDATION OF
 GB1018'OUT HOUSE, 11 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND
 GB1018'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1019 ***********************************************************************
 GB1019  DESIGNATION -  FLYING INN RM 2
 GB1019  PID         -  GB1019
 GB1019  STATE/COUNTY-  KY/WAYNE
 GB1019  USGS QUAD   -  MONTICELLO (1977)
 GB1019
 GB1019                         *CURRENT SURVEY CONTROL
 GB1019  ___________________________________________________________________
 GB1019* NAD 83(1986)-  36 51 27.     (N)    084 49 55.     (W)     SCALED    
 GB1019* NAVD 88     -       298.109  (meters)     978.05   (feet)  ADJUSTED  
 GB1019  ___________________________________________________________________
 GB1019  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB1019  DYNAMIC HT  -         297.864 (meters)     977.24  (feet)  COMP
 GB1019  MODELED GRAV-     979,802.2   (mgal)                       NAVD 88
 GB1019
 GB1019  VERT ORDER  -  SECOND    CLASS 0
 GB1019
 GB1019.This mark is at Wayne County Airport (EKQ)
 GB1019
 GB1019.The horizontal coordinates were scaled from a topographic map and have
 GB1019.an estimated accuracy of +/- 6 seconds.
 GB1019
 GB1019.The orthometric height was determined by differential leveling
 GB1019.and adjusted by the National Geodetic Survey in June 1991..
 GB1019
 GB1019.The geoid height was determined by GEOID03.
 GB1019
 GB1019.The dynamic height is computed by dividing the NAVD 88
 GB1019.geopotential number by the normal gravity value computed on the
 GB1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1019.degrees latitude (g = 980.6199 gals.).
 GB1019
 GB1019.The modeled gravity was interpolated from observed gravity values.
 GB1019
 GB1019;                    North         East    Units  Estimated Accuracy
 GB1019;SPC KY1Z     - 1,058,580.    1,581,870.      MT  (+/- 180 meters Scaled)
 GB1019
 GB1019                          SUPERSEDED SURVEY CONTROL
 GB1019
 GB1019  NGVD 29 (??/??/92)  298.252  (m)          978.52   (f) ADJ UNCH    2 0
 GB1019
 GB1019.Superseded values are not recommended for survey control.
 GB1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1019.See file dsdata.txt to determine how the superseded data were derived.
 GB1019
 GB1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF932812(NAD 83)
 GB1019_MARKER: DR = REFERENCE MARK DISK
 GB1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1019_STAMPING: FLYING INN NO 2 1950
 GB1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1019+STABILITY: SURFACE MOTION
 GB1019
 GB1019  HISTORY     - Date     Condition        Report By
 GB1019  HISTORY     - 1950     MONUMENTED       CGS
 GB1019  HISTORY     - 1951     GOOD             NGS
 GB1019
 GB1019                          STATION DESCRIPTION
 GB1019
 GB1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1019'2.2 MI NE FROM MONTICELLO.
 GB1019'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 90 FROM THE
 GB1019'COURT HOUSE AT MONTICELLO, AT MONTICELLO AIRPORT, LOCATED IN LOT
 GB1019'NO. 12 OF AIRPORT SUB-DIVISION, 47 FEET EAST OF CENTER LINE OF
 GB1019'HIGHWAY, 149 FEET SOUTH OF SOUTHWEST CORNER OF ADMINISTRATION
 GB1019'BUILDING, 65 FEET SOUTH OF R.M. NO. 1, 64 1/2 FEET SOUTH OF
 GB1019'STATION MARK, ABOUT 1/2 FOOT ABOVE HIGHWAY AND SET IN THE TOP OF
 GB1019'A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1637 ***********************************************************************
 HA1637  DESIGNATION -  FLYNN
 HA1637  PID         -  HA1637
 HA1637  STATE/COUNTY-  KY/CALDWELL
 HA1637  USGS QUAD   -  DAWSON SPRINGS (1968)
 HA1637
 HA1637                         *CURRENT SURVEY CONTROL
 HA1637  ___________________________________________________________________
 HA1637* NAD 83(1993)-  37 09 26.86561(N)    087 44 33.18604(W)     ADJUSTED  
 HA1637* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 HA1637  ___________________________________________________________________
 HA1637  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 HA1637  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 HA1637
 HA1637  HORZ ORDER  -  THIRD
 HA1637
 HA1637.The horizontal coordinates were established by classical geodetic methods
 HA1637.and adjusted by the National Geodetic Survey in December 1995..
 HA1637
 HA1637.The orthometric height was scaled from a topographic map.
 HA1637
 HA1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1637
 HA1637.The geoid height was determined by GEOID03.
 HA1637
 HA1637;                    North         East     Units Scale Factor Converg.
 HA1637;SPC KY1Z     - 1,093,355.178 1,323,022.489   MT  0.99998309   -1 13 24.1
 HA1637;SPC KY1Z     - 3,587,116.11  4,340,616.28   sFT  0.99998309   -1 13 24.1
 HA1637;SPC KY S     -   593,322.889   323,027.995   MT  0.99995013   -1 12 30.3
 HA1637;SPC KY S     - 1,946,593.51  1,059,801.01   sFT  0.99995013   -1 12 30.3
 HA1637;UTM  16      - 4,112,598.517   434,066.659   MT  0.99965355   -0 26 54.7
 HA1637
 HA1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1637!SPC KY1Z     -   0.99997482  x   0.99998309  =   0.99995791
 HA1637!SPC KY S     -   0.99997482  x   0.99995013  =   0.99992495
 HA1637!UTM  16      -   0.99997482  x   0.99965355  =   0.99962838
 HA1637
 HA1637|---------------------------------------------------------------------|
 HA1637| PID    Reference Object                     Distance      Geod. Az  |
 HA1637|                                                           dddmmss.s |
 HA1637| CG8689 FLYNN RM 1                           10.577 METERS 04404     |
 HA1637| CG8690 FLYNN RM 2                           14.538 METERS 18035     |
 HA1637| CG8691 FLYNN RM 3                                         24551     |
 HA1637| HA1641 HICKORY                             APPROX. 5.6 KM 2974922.4 |
 HA1637|---------------------------------------------------------------------|
 HA1637
 HA1637                          SUPERSEDED SURVEY CONTROL
 HA1637
 HA1637  NAD 83(1986)-  37 09 26.87457(N)    087 44 33.18909(W) AD(       ) 3
 HA1637  NAD 27      -  37 09 26.70792(N)    087 44 33.15844(W) AD(       ) 3
 HA1637
 HA1637.Superseded values are not recommended for survey control.
 HA1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1637.See file dsdata.txt to determine how the superseded data were derived.
 HA1637
 HA1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3406712599(NAD 83)
 HA1637_MARKER: DS = TRIANGULATION STATION DISK
 HA1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1637+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 HA1637
 HA1637  HISTORY     - Date     Condition        Report By
 HA1637  HISTORY     - 1962     MONUMENTED       CGS
 HA1637  HISTORY     - 20021016 GOOD             PENRIL
 HA1637
 HA1637                          STATION DESCRIPTION
 HA1637
 HA1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1637'THE STATION IS ABOUT 3 MILES WEST OF DAWSON SPRINGS ON THE PROPERTY
 HA1637'OF MR. ELMER COOK.  IT IS 77 FEET SOUTHEAST OF A TWIN TRUNK TREE,
 HA1637'74 FEET NORTH OF A 42 INCH CATALPA TREE, 57 FEET NORTHWEST OF THE
 HA1637'NORTHWEST CORNER OF A FRAME HOUSE, AND 36 FEET EAST OF THE
 HA1637'CENTERLINE OF A DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 HA1637'STAMPED FLYNN 1962.
 HA1637'
 HA1637'TO REACH FROM THE STOP LIGHT AT THE JUNCTION OF U.S. HIGHWAY 62 AND
 HA1637'STATE ROUTE 109 IN DAWSON SPRINGS GO WESTERLY ON U.S HIGHWAY 62 FOR
 HA1637'2.9 MILES TO A SIDE ROAD RIGHT AT THE TOP OF A HILL AND A DRIVEWAY ON
 HA1637'THE LEFT JUST BEYOND.* BEAR LEFT UP THE DRIVEWAY FOR ABOUT 20
 HA1637'YARDS TO THE STATION ON THE LEFT.
 HA1637'
 HA1637'*TO REACH R.M. 3 FROM THIS POINT CONTINUE SOUTHWEST ON U.S. HIGHWAY
 HA1637'62 FOR 0.15 MILES TO R.M. 3 ON THE RIGHT AT THE WEST EDGE OF A
 HA1637'ROADSIDE PARK.
 HA1637'
 HA1637'REFERENCE MARK 1 IS 90 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 HA1637'FRAME HOUSE, 42 FEET SOUTHEAST OF A TRIPLE TRUNK TREE AND 39 FEET
 HA1637'EAST OF THE CENTERLINE OF THE DRIVEWAY.  THE MONUMENT IS FLUSH AND
 HA1637'THE DISK IS STAMPED FLYNN NO 1 1962.
 HA1637'
 HA1637'REFERENCE MARK 2 IS 47 FEET NORTHEAST OF A 42 INCH CATALPA TREE, 20
 HA1637'FEET NORTH OF THE NORTHWEST CORNER OF THE FRAME HOUSE AND 3 FEET
 HA1637'WEST OF A TWIN TRUNK PEACH TREE.  THE MONUMENT IS FLUSH AND THE DISK
 HA1637'IS STAMPED FLYNN NO 2 1962.
 HA1637'
 HA1637'REFERENCE MARK 3 IS 30 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 HA1637'62, 27 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER AND 2 FEET
 HA1637'NORTH OF A WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 HA1637'IS STAMPED FLYNN NO 3 1962.
 HA1637'
 HA1637'NO PP AVAILABLE.
 HA1637'
 HA1637'NO MEASUREMENT BETWEEN RMS, HEAVY BRUSH ON LINE.
 HA1637'
 HA1637'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HA1637
 HA1637                          STATION RECOVERY (2002)
 HA1637
 HA1637'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2002 (RL)
 HA1637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3315 ***********************************************************************
 GY3315  DESIGNATION -  FOGERTOWN
 GY3315  PID         -  GY3315
 GY3315  STATE/COUNTY-  KY/CLAY
 GY3315  USGS QUAD   -  PORTERSBURG (1979)
 GY3315
 GY3315                         *CURRENT SURVEY CONTROL
 GY3315  ___________________________________________________________________
 GY3315* NAD 83(1993)-  37 13 43.74731(N)    083 52 35.67865(W)     ADJUSTED  
 GY3315* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 GY3315  ___________________________________________________________________
 GY3315  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 GY3315  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GY3315
 GY3315  HORZ ORDER  -  THIRD
 GY3315
 GY3315.The horizontal coordinates were established by classical geodetic methods
 GY3315.and adjusted by the National Geodetic Survey in December 1995..
 GY3315
 GY3315.The orthometric height was scaled from a topographic map.
 GY3315
 GY3315.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3315
 GY3315.The geoid height was determined by GEOID03.
 GY3315
 GY3315;                    North         East     Units Scale Factor Converg.
 GY3315;SPC KY1Z     - 1,101,053.405 1,666,239.026   MT  0.99996836   +1 09 00.7
 GY3315;SPC KY1Z     - 3,612,372.71  5,466,652.54   sFT  0.99996836   +1 09 00.7
 GY3315;SPC KY S     -   601,023.623   666,235.759   MT  0.99994708   +1 08 10.2
 GY3315;SPC KY S     - 1,971,858.34  2,185,808.49   sFT  0.99994708   +1 08 10.2
 GY3315;UTM  17      - 4,124,134.206   244,793.469   MT  1.00040238   -1 44 28.6
 GY3315
 GY3315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3315!SPC KY1Z     -   0.99994052  x   0.99996836  =   0.99990889
 GY3315!SPC KY S     -   0.99994052  x   0.99994708  =   0.99988761
 GY3315!UTM  17      -   0.99994052  x   1.00040238  =   1.00034288
 GY3315
 GY3315:                Primary Azimuth Mark                     Grid Az
 GY3315:SPC KY1Z     -  FOGERTOWN AZ MK                          052 57 39.6
 GY3315:SPC KY S     -  FOGERTOWN AZ MK                          052 58 30.1
 GY3315:UTM  17      -  FOGERTOWN AZ MK                          055 51 08.9
 GY3315
 GY3315|---------------------------------------------------------------------|
 GY3315| PID    Reference Object                     Distance      Geod. Az  |
 GY3315|                                                           dddmmss.s |
 GY3315| DB9357 FOGERTOWN AZ MK                                    0540640.3 |
 GY3315| DB9358 FOGERTOWN RM 1                       24.411 METERS 06659     |
 GY3315| DB9359 FOGERTOWN RM 2                       21.366 METERS 28001     |
 GY3315|---------------------------------------------------------------------|
 GY3315
 GY3315                          SUPERSEDED SURVEY CONTROL
 GY3315
 GY3315  NAD 83(1986)-  37 13 43.75430(N)    083 52 35.68360(W) AD(       ) 3
 GY3315  NAD 27      -  37 13 43.43300(N)    083 52 35.95900(W) AD(       ) 3
 GY3315
 GY3315.Superseded values are not recommended for survey control.
 GY3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3315.See file dsdata.txt to determine how the superseded data were derived.
 GY3315
 GY3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB4479324134(NAD 83)
 GY3315_MARKER: DS = TRIANGULATION STATION DISK
 GY3315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3315
 GY3315  HISTORY     - Date     Condition        Report By
 GY3315  HISTORY     - 1950     MONUMENTED       CGS
 GY3315
 GY3315                          STATION DESCRIPTION
 GY3315
 GY3315'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3315'STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF LONDON, 8 MILES
 GY3315'NORTHWEST OF MANCHESTER AND 3 MILES SOUTHWEST OF BURNING
 GY3315'SPRINGS.  IT IS 15 FEET EAST OF A 10-INCH OAK TREE WITH A TRIANGLE
 GY3315'BLAZE ON THE SOUTH SIDE AND 5 FEET SOUTH OF A WHITE WITNESS POST.
 GY3315'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FOGERTOWN
 GY3315'1950.
 GY3315'
 GY3315'REFERENCE MARK NO. 1 IS 6 FEET SOUTH OF A FENCE LINE.  THE MARK
 GY3315'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FOGERTOWN NO
 GY3315'1 1950.
 GY3315'
 GY3315'REFERENCE MARK NO. 2 IS 2 FEET EAST OF A FENCE LINE.  THE MARK
 GY3315'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED FOGERTOWN NO 2 1950.
 GY3315'
 GY3315'AZIMUTH MARK IS 13 FEET SOUTHEAST OF CENTER OF A GRAVEL ROAD AND 2
 GY3315'FEET SOUTHEAST OF A WHITE WITNESS POST.  THE DISK IS SET FLUSH IN A
 GY3315'ROCK CULVERT WHICH IS FLUSH WITH THE GROUND AND IS STAMPED FOGERTOWN
 GY3315'1950.
 GY3315'
 GY3315'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE
 GY3315'HIGHWAY 472, IN BURNING SPRINGS, GO WEST ON HIGHWAY 472 FOR 3.35
 GY3315'MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE AHEAD ON
 GY3315'HIGHWAY FOR 1.15 MILES TO A FENCE CORNER ON RIGHT, TURN RIGHT
 GY3315'THROUGH GATE NEAR FENCE CORNER AND FOLLOW A TRACK ROAD UPHILL FOR 0.1
 GY3315'MILE TO ANOTHER GATE AT THE EDGE OF A WOODS, PASS THROUGH GATE AND
 GY3315'TURN SHARP RIGHT, UPHILL AND GO 0.3 MILE ON DIM WOODS ROAD TO TOP OF
 GY3315'A RIDGE, FOLLOW TOP OF RIDGE NORTHEAST ALONG A FENCE LINE FOR 0.15
 GY3315'MILE TO THE STATION ON RIGHT AS DESCRIBED.
 GY3315'
 GY3315'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2109 ***********************************************************************
 HZ2109  DESIGNATION -  FORD
 HZ2109  PID         -  HZ2109
 HZ2109  STATE/COUNTY-  KY/OLDHAM
 HZ2109  USGS QUAD   -  LA GRANGE (1993)
 HZ2109
 HZ2109                         *CURRENT SURVEY CONTROL
 HZ2109  ___________________________________________________________________
 HZ2109* NAD 83(1993)-  38 28 50.55644(N)    085 22 32.73538(W)     ADJUSTED  
 HZ2109* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 HZ2109  ___________________________________________________________________
 HZ2109  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 HZ2109  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ2109
 HZ2109  HORZ ORDER  -  SECOND
 HZ2109
 HZ2109.The horizontal coordinates were established by classical geodetic methods
 HZ2109.and adjusted by the National Geodetic Survey in December 1995..
 HZ2109
 HZ2109.The orthometric height was scaled from a topographic map.
 HZ2109
 HZ2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2109
 HZ2109.The geoid height was determined by GEOID03.
 HZ2109
 HZ2109;                    North         East     Units Scale Factor Converg.
 HZ2109;SPC KY1Z     - 1,238,391.871 1,532,653.332   MT  0.99996048   +0 13 47.2
 HZ2109;SPC KY1Z     - 4,062,957.33  5,028,380.14   sFT  0.99996048   +0 13 47.2
 HZ2109;SPC KY N     -   109,456.404   401,776.839   MT  0.99996211   -0 42 01.1
 HZ2109;SPC KY N     -   359,108.22  1,318,162.85   sFT  0.99996211   -0 42 01.1
 HZ2109;SPC IN E     -   358,891.664   125,382.554   MT  0.99997460   +0 10 51.7
 HZ2109;SPC IN E     - 1,177,463.73    411,359.26   sFT  0.99997460   +0 10 51.7
 HZ2109;UTM  16      - 4,260,402.718   641,672.380   MT  0.99984718   +1 00 39.1
 HZ2109
 HZ2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2109!SPC KY1Z     -   0.99996262  x   0.99996048  =   0.99992310
 HZ2109!SPC KY N     -   0.99996262  x   0.99996211  =   0.99992473
 HZ2109!SPC IN E     -   0.99996262  x   0.99997460  =   0.99993722
 HZ2109!UTM  16      -   0.99996262  x   0.99984718  =   0.99980980
 HZ2109
 HZ2109|---------------------------------------------------------------------|
 HZ2109| PID    Reference Object                     Distance      Geod. Az  |
 HZ2109|                                                           dddmmss.s |
 HZ2109| CG7837 FORD RM 1                            29.928 METERS 06830     |
 HZ2109| HZ2015 CAMPBELLSBURG MUNICIPAL TANK        APPROX.15.8 KM 0721310.8 |
 HZ2109| HZ2111 LA GRANGE MUNICIPAL TANK            APPROX. 8.0 KM 1813603.5 |
 HZ2109| HZ2108 STATE PENAL FARM STACK              APPROX. 9.0 KM 2022454.1 |
 HZ2109| CG7836 FORD AZ MK                                         2534615.5 |
 HZ2109| CG7838 FORD RM 2                            22.449 METERS 34033     |
 HZ2109|---------------------------------------------------------------------|
 HZ2109
 HZ2109                          SUPERSEDED SURVEY CONTROL
 HZ2109
 HZ2109  NAD 83(1986)-  38 28 50.56039(N)    085 22 32.74237(W) AD(       ) 2
 HZ2109  NAD 27      -  38 28 50.33100(N)    085 22 32.89600(W) AD(       ) 2
 HZ2109
 HZ2109.Superseded values are not recommended for survey control.
 HZ2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2109.See file dsdata.txt to determine how the superseded data were derived.
 HZ2109
 HZ2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4167260403(NAD 83)
 HZ2109_MARKER: DS = TRIANGULATION STATION DISK
 HZ2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2109
 HZ2109  HISTORY     - Date     Condition        Report By
 HZ2109  HISTORY     - 1947     MONUMENTED       CGS
 HZ2109  HISTORY     - 1949     GOOD             CGS
 HZ2109
 HZ2109                          STATION DESCRIPTION
 HZ2109
 HZ2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2109'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF WESTPORT, 5 MILES
 HZ2109'NORTH-NORTHEAST OF LA GRANGE, 3.5 MILES WEST SOUTHWEST OF
 HZ2109'SLIGO, AND ON LAND OWNED BY MR. B.O. FORD. IT IS 156 FEET NORTH OF
 HZ2109'THE CENTERLINE OF U.S. HIGHWAY 42, 14.7 FEET EAST OF A WIRE
 HZ2109'FENCE, AND 12.5 FEET WEST OF THE SOUTHWEST CORNER OF MR. FORDS BARN.
 HZ2109'THE MARK IS 12-INCHES UNDERGROUND, AND THE DISK IS STAMPED FORD
 HZ2109'1947.
 HZ2109'
 HZ2109'REFERENCE MARK NO. 1 IS 98.19 FEET NORTHEAST OF THE STATION, 31.6
 HZ2109'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BARN, AND 1 FOOT
 HZ2109'WEST OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 HZ2109'STAMPED FORD NO 1 1947.
 HZ2109'
 HZ2109'REFERENCE MARK NO. 2 IS 73.65 FEET NORTH-NORTHWEST OF THE STATION AND
 HZ2109'1 FOOT EAST OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE
 HZ2109'DISK IS STAMPED FORD NO 2 1947.
 HZ2109'
 HZ2109'THE AZIMUTH MARK IS 0.7 MILE WEST-SOUTHWEST OF THE STATION VIA THE
 HZ2109'HIGHWAY, 27.8 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 HZ2109'2.2 FEET EAST OF A WITNESS POST. THE MARK PROJECTS 5 INCHES, AND THE
 HZ2109'DISK IS STAMPED FORD 1947.
 HZ2109'
 HZ2109'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 153 AND U.S.
 HZ2109'HIGHWAY 42 IN SLIGO, GO SOUTHWEST ON THE LATTER FOR 3.6 MILES TO
 HZ2109'A LARGE BARN ON THE RIGHT AND THE STATION.
 HZ2109'
 HZ2109'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2109
 HZ2109                          STATION RECOVERY (1949)
 HZ2109
 HZ2109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2109'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HZ2109'CONDITION. OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0378 ***********************************************************************
 GB0378  DESIGNATION -  FOREST
 GB0378  PID         -  GB0378
 GB0378  STATE/COUNTY-  KY/LAUREL
 GB0378  USGS QUAD   -  SAWYER (1981)
 GB0378
 GB0378                         *CURRENT SURVEY CONTROL
 GB0378  ___________________________________________________________________
 GB0378* NAD 83(1993)-  36 58 00.53713(N)    084 18 38.25719(W)     ADJUSTED  
 GB0378* NAVD 88     -       370.294  (meters)    1214.87   (feet)  ADJUSTED  
 GB0378  ___________________________________________________________________
 GB0378  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 GB0378  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB0378  DYNAMIC HT  -         370.003 (meters)    1213.92  (feet)  COMP
 GB0378  MODELED GRAV-     979,831.9   (mgal)                       NAVD 88
 GB0378
 GB0378  HORZ ORDER  -  THIRD
 GB0378  VERT ORDER  -  SECOND    CLASS 0
 GB0378
 GB0378.The horizontal coordinates were established by classical geodetic methods
 GB0378.and adjusted by the National Geodetic Survey in December 1995..
 GB0378
 GB0378.The orthometric height was determined by differential leveling
 GB0378.and adjusted by the National Geodetic Survey in June 1991..
 GB0378
 GB0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0378
 GB0378.The geoid height was determined by GEOID03.
 GB0378
 GB0378.The dynamic height is computed by dividing the NAVD 88
 GB0378.geopotential number by the normal gravity value computed on the
 GB0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0378.degrees latitude (g = 980.6199 gals.).
 GB0378
 GB0378.The modeled gravity was interpolated from observed gravity values.
 GB0378
 GB0378;                    North         East     Units Scale Factor Converg.
 GB0378;SPC KY1Z     - 1,071,296.365 1,628,175.406   MT  1.00002992   +0 53 01.4
 GB0378;SPC KY1Z     - 3,514,744.82  5,341,772.14   sFT  1.00002992   +0 53 01.4
 GB0378;SPC KY S     -   571,276.103   628,167.315   MT  0.99996583   +0 52 22.5
 GB0378;SPC KY S     - 1,874,261.68  2,060,912.27   sFT  0.99996583   +0 52 22.5
 GB0378;UTM  16      - 4,094,571.556   739,418.330   MT  1.00030621   +1 37 04.9
 GB0378
 GB0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0378!SPC KY1Z     -   0.99994654  x   1.00002992  =   0.99997645
 GB0378!SPC KY S     -   0.99994654  x   0.99996583  =   0.99991237
 GB0378!UTM  16      -   0.99994654  x   1.00030621  =   1.00025273
 GB0378
 GB0378:                Primary Azimuth Mark                     Grid Az
 GB0378:SPC KY1Z     -  BALD ROCK                                045 54 13.3
 GB0378:SPC KY S     -  BALD ROCK                                045 54 52.2
 GB0378:UTM  16      -  BALD ROCK                                045 10 09.8
 GB0378
 GB0378|---------------------------------------------------------------------|
 GB0378| PID    Reference Object                     Distance      Geod. Az  |
 GB0378|                                                           dddmmss.s |
 GB0378| GZ0543 BALD ROCK                           APPROX.10.8 KM 0464714.7 |
 GB0378| GB0379 K U                                   6.349 METERS 08234     |
 GB0378| GB0377 FOREST AZ MK                                       3413657.7 |
 GB0378|---------------------------------------------------------------------|
 GB0378
 GB0378                          SUPERSEDED SURVEY CONTROL
 GB0378
 GB0378  NAD 83(1986)-  36 58 00.54516(N)    084 18 38.26137(W) AD(       ) 3
 GB0378  NAD 27      -  36 58 00.24200(N)    084 18 38.49100(W) AD(       ) 3
 GB0378  NGVD 29 (??/??/92)  370.452  (m)         1215.39   (f) ADJ UNCH    2 0
 GB0378
 GB0378.Superseded values are not recommended for survey control.
 GB0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0378.See file dsdata.txt to determine how the superseded data were derived.
 GB0378
 GB0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF3941894572(NAD 83)
 GB0378_MARKER: DS = TRIANGULATION STATION DISK
 GB0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0378_STAMPING: FOREST 1950 1215.391
 GB0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0378+STABILITY: SURFACE MOTION
 GB0378
 GB0378  HISTORY     - Date     Condition        Report By
 GB0378  HISTORY     - 1950     MONUMENTED       CGS
 GB0378  HISTORY     - 1950     GOOD             CGS
 GB0378  HISTORY     - 1962     GOOD             NGS
 GB0378
 GB0378                          STATION DESCRIPTION
 GB0378
 GB0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB0378'STATION IS LOCATED ABOUT 18-1/2 MILES SOUTHEAST OF SOMERSET AND ABOUT
 GB0378'11-1/2 MILES WEST OF
 GB0378'CORBIN.  IT IS 50 FEET NORTHEAST OF THE CENTER OF WOODS
 GB0378'ROAD, 32 FEET NORTH OF THE
 GB0378'NORTHWEST CORNER OF A SMALL FRAME
 GB0378'BUILDING, 26 FEET NORTH OF A 12 INCH OAK TREE
 GB0378'WITH A TRIANGLE BLAZE
 GB0378'ON THE NORTH SIDE AND 5 FEET SOUTH OF A WHITE WITNESS POST.  THE
 GB0378'MARK PROJECTS 4
 GB0378'INCHES AND THE DISK IS STAMPED FOREST 1950.
 GB0378'
 GB0378'KU (USE) IS 70 FEET NORTHEAST OF THE CENTER OF WOODS ROAD, 41 FEET
 GB0378'EAST OF THE
 GB0378'NORTHWEST CORNER OF A SMALL FRAME BUILDING, 24 FEET
 GB0378'NORTHEAST OF A 12 INCH OAK
 GB0378'TREE WITH A TRIANGLE BLAZE ON THE NORTH
 GB0378'SIDE.  21 FEET EAST OF A WHITE WITNESS POST
 GB0378'AND 18 FEET SOUTHWEST OF
 GB0378'A FENCE LINE.  THE MARK IS A 6 BY 6 INCH CONCRETE POST WHICH
 GB0378'PROJECTS 6 INCHES
 GB0378'WITH A USE BRONZE DISK ATOP STAMPED KU.
 GB0378'
 GB0378'KU NO. 1 (USE) WAS USED AS A REFERENCE MARK AND IS 15 FEET NORTHEAST
 GB0378'OF THE CENTER OF A WOODS
 GB0378'ROAD AND 8 FEET NORTHWEST OF A 16 INCH OAK TREE
 GB0378'WITH A TRIANGLE BLAZE ON THE
 GB0378'NORTHWEST SIDE.  THE MARK IS A 6 BY 6
 GB0378'INCH CONCRETE POST WHICH PROJECTS 12 INCHES
 GB0378'WITH A USE BRONZE DISK
 GB0378'ATOP STAMPED KU 1.
 GB0378'
 GB0378'KU NO. 2 (USE) WAS USED AS A REFERENCE MARK AND IS 12 FEET SOUTHWEST
 GB0378'OF THE CENTER OF WOODS
 GB0378'ROAD AND 1 FOOT SOUTHWEST OF A FENCELINE.  THE MARK
 GB0378'IS A 6 BY 6 INCH CONCRETE POST
 GB0378'WHICH PROJECTS 6 INCHES WITH A USE
 GB0378'BRONZE DISK ATOP STAMPED KU 2.
 GB0378'
 GB0378'AZIMUTH MARK IS 20 FEET WEST OF THE CENTER OF ROCKCUMBA ROAD, 3 FEET
 GB0378'SOUTH OF A WHITE WITNESS
 GB0378'POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK IS FLUSH
 GB0378'AND THE DISK IS STAMPED FOREST 1950.
 GB0378'
 GB0378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 8) AND
 GB0378'192 WHICH IS ABOUT 1 MILES
 GB0378'EAST OF SOMERSET, GO SOUTHEAST ON STATE HIGHWAY NO.
 GB0378'192 FOR 15.1 MILES TO THE VILLAGE
 GB0378'OF MOUNT VICTORY AND A T-ROAD
 GB0378'RIGHT, CONTINUE ON STATE HIGHWAY NO.  192 FOR 2.3
 GB0378'MILES TO WHERE ROAD
 GB0378'FORKS, TAKE LEFT ROAD AND GO 2.9 MILES TO A STEEL BRIDGE, CONTINUE
 GB0378'ON HIGHWAY FOR 4.3
 GB0378'MILES TO A T-ROAD RIGHT, ROCKCUMBS ROAD, TURN RIGHT
 GB0378'AND GO 3.2 MILES TO THE AZIMUTH
 GB0378'MARK ON THE RIGHT, CONTINUE FOR 0.05
 GB0378'MILE TO A DIM WOODS ROAD LEFT, TURN LEFT ON WOODS
 GB0378'ROAD AND GO 0.1
 GB0378'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GB0378'
 GB0378'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
 GB0378
 GB0378                          STATION RECOVERY (1950)
 GB0378
 GB0378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 GB0378'19.2 MI SW FROM LONDON.
 GB0378'ABOUT 15.75 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE
 GB0378'COURT HOUSE AT LONDON, THENCE ABOUT 3.3 MILES SOUTHWEST ALONG
 GB0378'ROCKULMA ROAD, THENCE ABOUT 0.1 MILE EAST ALONG A DIM ROUGH ROAD,
 GB0378'AT THE OLD K.U. LOOKOUT TOWER (ABANDONED), 88 FEET NORTHWEST
 GB0378'OF K.U. R.M. NO. 1 (U.S.E.), 83 FEET EAST-NORTHEAST AND ACROSS
 GB0378'DIM ROAD FROM K.U. R.M. NO. 2 (U.S.E.), 109 FEET WEST OF POWER
 GB0378'TRANSMISSION LINE POLE NO. 139, 32 FEET NORTH OF THE NORTHEAST
 GB0378'CORNER OF ABANDONED LOOKOUT QUARTERS, 21 FEET WEST OF K.U.
 GB0378'STATION MARK, 56 FEET NORTH OF THE CENTER LINE OF DIM ROAD,
 GB0378'33 FEET SOUTHEAST OF A FENCE LINE, 11 FEET NORTHWEST OF SOUTHWEST
 GB0378'LEG FOUNDATION OF OLD TOWER, 5 FEET SOUTH OF A WHITE WOODEN
 GB0378'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB0378'3 INCHES.
 GB0378
 GB0378                          STATION RECOVERY (1962)
 GB0378
 GB0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0377 ***********************************************************************
 GB0377  DESIGNATION -  FOREST AZ MK
 GB0377  PID         -  GB0377
 GB0377  STATE/COUNTY-  KY/LAUREL
 GB0377  USGS QUAD   -  SAWYER (1981)
 GB0377
 GB0377                         *CURRENT SURVEY CONTROL
 GB0377  ___________________________________________________________________
 GB0377* NAD 83(1986)-  36 58 07.     (N)    084 18 42.     (W)     SCALED    
 GB0377* NAVD 88     -       357.538  (meters)    1173.02   (feet)  ADJUSTED  
 GB0377  ___________________________________________________________________
 GB0377  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB0377  DYNAMIC HT  -         357.256 (meters)    1172.10  (feet)  COMP
 GB0377  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 GB0377
 GB0377  VERT ORDER  -  SECOND    CLASS 0
 GB0377
 GB0377.The horizontal coordinates were scaled from a topographic map and have
 GB0377.an estimated accuracy of +/- 6 seconds.
 GB0377
 GB0377.The orthometric height was determined by differential leveling
 GB0377.and adjusted by the National Geodetic Survey in June 1991..
 GB0377
 GB0377.The geoid height was determined by GEOID03.
 GB0377
 GB0377.The dynamic height is computed by dividing the NAVD 88
 GB0377.geopotential number by the normal gravity value computed on the
 GB0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0377.degrees latitude (g = 980.6199 gals.).
 GB0377
 GB0377.The modeled gravity was interpolated from observed gravity values.
 GB0377
 GB0377;                    North         East    Units  Estimated Accuracy
 GB0377;SPC KY1Z     - 1,071,490.    1,628,080.      MT  (+/- 180 meters Scaled)
 GB0377
 GB0377                          SUPERSEDED SURVEY CONTROL
 GB0377
 GB0377  NGVD 29 (??/??/92)  357.69   (m)         1173.5    (f) COMPUTED    2 0
 GB0377
 GB0377.Superseded values are not recommended for survey control.
 GB0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0377.See file dsdata.txt to determine how the superseded data were derived.
 GB0377
 GB0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF393947(NAD 83)
 GB0377_MARKER: DZ = AZIMUTH MARK DISK
 GB0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0377_STAMPING: FOREST 1950 1173.538
 GB0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0377+STABILITY: SURFACE MOTION
 GB0377
 GB0377  HISTORY     - Date     Condition        Report By
 GB0377  HISTORY     - 1950     MONUMENTED       CGS
 GB0377  HISTORY     - 1958     GOOD             NGS
 GB0377
 GB0377                          STATION DESCRIPTION
 GB0377
 GB0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0377'19 MI SW FROM LONDON.
 GB0377'ABOUT 15.75 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE
 GB0377'COURT HOUSE AT LONDON, THENCE ABOUT 3.25 MILES SOUTHWEST ALONG
 GB0377'ROCKULMA ROAD, 270 FEET NORTH OF THE CENTER OF THE JUNCTION OF A
 GB0377'DIM ROAD LEADING SOUTHEAST TO OLD K.U. LOOKOUT TOWER, 32 FEET
 GB0377'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE OWNED BY LLOYD
 GB0377'BALL, 18 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST
 GB0377'OF A FENCE CORNER, 3 FEET SOUTH-SOUTHEAST OF A WHITE WOODEN
 GB0377'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 GB0377'CONCRETE POST PROJECTING 3 INCHES.
 GB0377
 GB0377                          STATION RECOVERY (1958)
 GB0377
 GB0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2855 ***********************************************************************
 GZ2855  DESIGNATION -  FOREST GROVE
 GZ2855  PID         -  GZ2855
 GZ2855  STATE/COUNTY-  KY/CLARK
 GZ2855  USGS QUAD   -  WINCHESTER (1993)
 GZ2855
 GZ2855                         *CURRENT SURVEY CONTROL
 GZ2855  ___________________________________________________________________
 GZ2855* NAD 83(1993)-  37 56 04.35364(N)    084 14 01.81882(W)     ADJUSTED  
 GZ2855* NAVD 88     -       307.     (meters)    1007.     (feet)  SCALED    
 GZ2855  ___________________________________________________________________
 GZ2855  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GZ2855  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GZ2855
 GZ2855  HORZ ORDER  -  THIRD
 GZ2855
 GZ2855.The horizontal coordinates were established by classical geodetic methods
 GZ2855.and adjusted by the National Geodetic Survey in December 1995..
 GZ2855
 GZ2855.The orthometric height was scaled from a topographic map.
 GZ2855
 GZ2855.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2855
 GZ2855.The geoid height was determined by GEOID03.
 GZ2855
 GZ2855;                    North         East     Units Scale Factor Converg.
 GZ2855;SPC KY1Z     - 1,178,788.712 1,633,268.006   MT  0.99990545   +0 55 51.1
 GZ2855;SPC KY1Z     - 3,867,409.30  5,358,480.12   sFT  0.99990545   +0 55 51.1
 GZ2855;SPC KY N     -    48,232.895   501,420.767   MT  1.00000502   +0 00 36.2
 GZ2855;SPC KY N     -   158,244.09  1,645,077.97   sFT  1.00000502   +0 00 36.2
 GZ2855;SPC KY S     -   678,769.094   633,280.779   MT  1.00000022   +0 55 10.2
 GZ2855;SPC KY S     - 2,226,928.27  2,077,688.69   sFT  1.00000022   +0 55 10.2
 GZ2855;UTM  16      - 4,202,161.610   743,100.569   MT  1.00032794   +1 42 04.9
 GZ2855
 GZ2855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2855!SPC KY1Z     -   0.99995699  x   0.99990545  =   0.99986244
 GZ2855!SPC KY N     -   0.99995699  x   1.00000502  =   0.99996201
 GZ2855!SPC KY S     -   0.99995699  x   1.00000022  =   0.99995721
 GZ2855!UTM  16      -   0.99995699  x   1.00032794  =   1.00028492
 GZ2855
 GZ2855:                Primary Azimuth Mark                     Grid Az
 GZ2855:SPC KY1Z     -  FOREST GROVE AZ MK                       018 40 30.2
 GZ2855:SPC KY N     -  FOREST GROVE AZ MK                       019 35 45.1
 GZ2855:SPC KY S     -  FOREST GROVE AZ MK                       018 41 11.1
 GZ2855:UTM  16      -  FOREST GROVE AZ MK                       017 54 16.4
 GZ2855
 GZ2855|---------------------------------------------------------------------|
 GZ2855| PID    Reference Object                     Distance      Geod. Az  |
 GZ2855|                                                           dddmmss.s |
 GZ2855| DB9360 FOREST GROVE AZ MK                                 0193621.3 |
 GZ2855| DB9361 FOREST GROVE RM 1                     7.630 METERS 11600     |
 GZ2855| DB9362 FOREST GROVE RM 2                     6.974 METERS 18157     |
 GZ2855|---------------------------------------------------------------------|
 GZ2855
 GZ2855                          SUPERSEDED SURVEY CONTROL
 GZ2855
 GZ2855  NAD 83(1986)-  37 56 04.35935(N)    084 14 01.82403(W) AD(       ) 3
 GZ2855  NAD 27      -  37 56 04.07400(N)    084 14 02.08200(W) AD(       ) 3
 GZ2855
 GZ2855.Superseded values are not recommended for survey control.
 GZ2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2855.See file dsdata.txt to determine how the superseded data were derived.
 GZ2855
 GZ2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH4310102162(NAD 83)
 GZ2855_MARKER: DS = TRIANGULATION STATION DISK
 GZ2855_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2855
 GZ2855  HISTORY     - Date     Condition        Report By
 GZ2855  HISTORY     - 1951     MONUMENTED       CGS
 GZ2855
 GZ2855                          STATION DESCRIPTION
 GZ2855
 GZ2855'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2855'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF WINCHESTER AND 0.1 MILE
 GZ2855'EAST OF U.S. HIGHWAY NO. 227 ON THE HIGHEST POINT OF A PROMINENT
 GZ2855'ROUND TOPPED HILL IN AN OPEN FIELD AND ON LAND OWNED BY MR. W.C.
 GZ2855'MCGUIRE.  THE DISK IS SET IN CONCRETE IN A DRILL HOLE IN BEDROCK
 GZ2855'FLUSH WITH THE GROUND SURFACE AND STAMPED FOREST GROVE 1951.
 GZ2855'
 GZ2855'REFERENCE MARK NO. 1 IS SET IN CONCRETE IN A DRILL HOLE IN BEDROCK
 GZ2855'FLUSH WITH THE GROUND SURFACE AND ON ABOUT THE SAME ELEVATION AS
 GZ2855'STATION MARK AND STAMPED FOREST GROVE NO. 1 1951.
 GZ2855'
 GZ2855'REFERENCE MARK NO. 2 IS SET IN CONCRETE IN A DRILL HOLE IN BEDROCK
 GZ2855'FLUSH WITH THE GROUND SURFACE AND ABOUT 1 FOOT HIGHER IN ELEVATION
 GZ2855'THAN STATION MARK AND STAMPED FOREST GROVE NO. 2 1951.
 GZ2855'
 GZ2855'THE AZIMUTH MARK IS 23 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO.
 GZ2855'227 AND 5 FEET SOUTH OF WHITE WITNESS POST.  THE MARK PROJECTS 4
 GZ2855'INCHES AND THE DISK STAMPED FOREST GROVE 1951.
 GZ2855'
 GZ2855'TO REACH THE STATION FROM THE COURTHOUSE IN WINCHESTER, GO SOUTHWEST
 GZ2855'ON U.S. HIGHWAY NO. 227 FOR 5.3 MILES TO THE AZIMUTH MARK ON
 GZ2855'THE WEST SIDE AS DESCRIBED, CONTINUE SOUTHWEST ON HIGHWAY FOR 0.15
 GZ2855'MILE TO SIDE ROAD LEFT BETWEEN TWO STONE PILLARS, TURN LEFT
 GZ2855'THROUGH STONE PILLARS FOR ABOUT 200 FEET TO END OF TRUCK TRAVEL.
 GZ2855'STATION IS ABOUT 0.1 MILE SOUTH OF THIS POINT ON HIGHEST POINT OF
 GZ2855'HILL AS DESCRIBED.
 GZ2855'
 GZ2855'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2684 ***********************************************************************
 GC2684  DESIGNATION -  FORT CAMPBELL ARTILLERY BM 1
 GC2684  PID         -  GC2684
 GC2684  STATE/COUNTY-  KY/CHRISTIAN
 GC2684  USGS QUAD   -  ROARING SPRING (1982)
 GC2684
 GC2684                         *CURRENT SURVEY CONTROL
 GC2684  ___________________________________________________________________
 GC2684* NAD 83(1993)-  36 38 40.90308(N)    087 41 11.17931(W)     ADJUSTED  
 GC2684* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 GC2684  ___________________________________________________________________
 GC2684  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 GC2684  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC2684
 GC2684  HORZ ORDER  -  SECOND
 GC2684
 GC2684.The horizontal coordinates were established by classical geodetic methods
 GC2684.and adjusted by the National Geodetic Survey in December 1995..
 GC2684
 GC2684.The orthometric height was scaled from a topographic map.
 GC2684
 GC2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2684
 GC2684.The geoid height was determined by GEOID03.
 GC2684
 GC2684;                    North         East     Units Scale Factor Converg.
 GC2684;SPC KY1Z     - 1,036,354.797 1,326,824.932   MT  1.00013379   -1 11 20.0
 GC2684;SPC KY1Z     - 3,400,107.36  4,353,091.46   sFT  1.00013379   -1 11 20.0
 GC2684;SPC KY S     -   536,327.749   326,844.806   MT  1.00001727   -1 10 27.8
 GC2684;SPC KY S     - 1,759,601.96  1,072,323.33   sFT  1.00001727   -1 10 27.8
 GC2684;SPC TN       -   257,752.709   449,191.867   MT  1.00004840   -0 59 14.3
 GC2684;SPC TN       -   845,643.68  1,473,723.65   sFT  1.00004840   -0 59 14.3
 GC2684;UTM  16      - 4,055,677.834   438,639.950   MT  0.99964638   -0 24 35.0
 GC2684
 GC2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2684!SPC KY1Z     -   0.99997479  x   1.00013379  =   1.00010857
 GC2684!SPC KY S     -   0.99997479  x   1.00001727  =   0.99999206
 GC2684!SPC TN       -   0.99997479  x   1.00004840  =   1.00002319
 GC2684!UTM  16      -   0.99997479  x   0.99964638  =   0.99962118
 GC2684
 GC2684                          SUPERSEDED SURVEY CONTROL
 GC2684
 GC2684  NAD 83(1986)-  36 38 40.91188(N)    087 41 11.18200(W) AD(       ) 2
 GC2684  NAD 27      -  36 38 40.73600(N)    087 41 11.12000(W) AD(       ) 2
 GC2684
 GC2684.Superseded values are not recommended for survey control.
 GC2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2684.See file dsdata.txt to determine how the superseded data were derived.
 GC2684
 GC2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3864055678(NAD 83)
 GC2684_MARKER: M = AMMO SHELL CASING
 GC2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC2684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2684+STABILITY: SURFACE MOTION
 GC2684
 GC2684  HISTORY     - Date     Condition        Report By
 GC2684  HISTORY     - 1953     MONUMENTED       USA
 GC2684
 GC2684                          STATION DESCRIPTION
 GC2684
 GC2684'DESCRIBED BY US ARMY 1953
 GC2684'SEE STATION RANGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2485 ***********************************************************************
 GC2485  DESIGNATION -  FORT CAMPBELL HOSP HEATING STK
 GC2485  PID         -  GC2485
 GC2485  STATE/COUNTY-  KY/CHRISTIAN
 GC2485  USGS QUAD   -  OAK GROVE (1982)
 GC2485
 GC2485                         *CURRENT SURVEY CONTROL
 GC2485  ___________________________________________________________________
 GC2485* NAD 83(1993)-  36 39 16.70693(N)    087 26 56.72893(W)     ADJUSTED  
 GC2485* NAVD 88     -                                                        
 GC2485  ___________________________________________________________________
 GC2485  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GC2485  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC2485
 GC2485  HORZ ORDER  -  THIRD
 GC2485
 GC2485.The horizontal coordinates were established by classical geodetic methods
 GC2485.and adjusted by the National Geodetic Survey in December 1995..
 GC2485
 GC2485
 GC2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2485
 GC2485.The geoid height was determined by GEOID03.
 GC2485
 GC2485;                    North         East     Units Scale Factor Converg.
 GC2485;SPC KY1Z     - 1,037,044.972 1,348,068.411   MT  1.00013012   -1 02 35.4
 GC2485;SPC KY1Z     - 3,402,371.71  4,422,787.78   sFT  1.00013012   -1 02 35.4
 GC2485;SPC KY S     -   537,022.897   348,085.663   MT  1.00001522   -1 01 49.6
 GC2485;SPC KY S     - 1,761,882.62  1,142,011.05   sFT  1.00001522   -1 01 49.6
 GC2485;SPC TN       -   258,516.305   470,431.083   MT  1.00005087   -0 50 54.1
 GC2485;SPC TN       -   848,148.91  1,543,405.98   sFT  1.00005087   -0 50 54.1
 GC2485;UTM  16      - 4,056,655.580   459,861.505   MT  0.99961985   -0 16 05.2
 GC2485
 GC2485                          SUPERSEDED SURVEY CONTROL
 GC2485
 GC2485  NAD 83(1986)-  36 39 16.71627(N)    087 26 56.73135(W) AD(       ) 4
 GC2485  NAD 27      -  36 39 16.54800(N)    087 26 56.69600(W) AD(       ) 3
 GC2485
 GC2485.Superseded values are not recommended for survey control.
 GC2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2485.See file dsdata.txt to determine how the superseded data were derived.
 GC2485
 GC2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5986256656(NAD 83)
 GC2485_MARKER: 63 = STACK
 GC2485
 GC2485  HISTORY     - Date     Condition        Report By
 GC2485  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2485  HISTORY     - 1960     GOOD             LOCSUR
 GC2485  HISTORY     - 1960     GOOD             USE
 GC2485
 GC2485                          STATION DESCRIPTION
 GC2485
 GC2485'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2485'STATION IS THE CENTER OF THE TOP OF THE STACK WHICH IS LOCATED ON THE
 GC2485'FORT CAMPBELL MILITARY RESERVATION.  IT IS ABOUT 0.15 MILE NORTH OF
 GC2485'FOREST ROAD AND 100 FEET WEST OF GORGAS AVENUE.  IT IS A ROUND, RED
 GC2485'BRICK STACK, ABOUT 200 FEET HIGH AND IS LIGHTED VERTICALLY WITH
 GC2485'RED LIGHTS.
 GC2485
 GC2485                          STATION RECOVERY (1960)
 GC2485
 GC2485'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 GC2485'INTERSECTION STATION RECOVERED.
 GC2485
 GC2485                          STATION RECOVERY (1960)
 GC2485
 GC2485'RECOVERY NOTE BY US ENGINEERS 1960
 GC2485'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2486 ***********************************************************************
 GC2486  DESIGNATION -  FORT CAMPBELL NORTH WATER TANK
 GC2486  PID         -  GC2486
 GC2486  STATE/COUNTY-  KY/CHRISTIAN
 GC2486  USGS QUAD   -  OAK GROVE (1982)
 GC2486
 GC2486                         *CURRENT SURVEY CONTROL
 GC2486  ___________________________________________________________________
 GC2486* NAD 83(1993)-  36 39 16.08000(N)    087 28 27.66142(W)     ADJUSTED  
 GC2486* NAVD 88     -                                                        
 GC2486  ___________________________________________________________________
 GC2486  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 GC2486  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2486
 GC2486  HORZ ORDER  -  THIRD
 GC2486
 GC2486.The horizontal coordinates were established by classical geodetic methods
 GC2486.and adjusted by the National Geodetic Survey in December 1995..
 GC2486
 GC2486
 GC2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2486
 GC2486.The geoid height was determined by GEOID03.
 GC2486
 GC2486;                    North         East     Units Scale Factor Converg.
 GC2486;SPC KY1Z     - 1,037,067.076 1,345,809.664   MT  1.00013019   -1 03 31.3
 GC2486;SPC KY1Z     - 3,402,444.23  4,415,377.21   sFT  1.00013019   -1 03 31.3
 GC2486;SPC KY S     -   537,044.493   345,827.171   MT  1.00001525   -1 02 44.7
 GC2486;SPC KY S     - 1,761,953.47  1,134,601.31   sFT  1.00001525   -1 02 44.7
 GC2486;SPC TN       -   258,530.713   468,172.454   MT  1.00005083   -0 51 47.3
 GC2486;SPC TN       -   848,196.18  1,535,995.79   sFT  1.00005083   -0 51 47.3
 GC2486;UTM  16      - 4,056,647.123   457,603.816   MT  0.99962214   -0 16 59.5
 GC2486
 GC2486                          SUPERSEDED SURVEY CONTROL
 GC2486
 GC2486  NAD 83(1986)-  36 39 16.08931(N)    087 28 27.66411(W) AD(       ) 4
 GC2486  NAD 27      -  36 39 15.92000(N)    087 28 27.62600(W) AD(       ) 3
 GC2486
 GC2486.Superseded values are not recommended for survey control.
 GC2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2486.See file dsdata.txt to determine how the superseded data were derived.
 GC2486
 GC2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5760456647(NAD 83)
 GC2486_MARKER: 53 = ELEVATED TANK
 GC2486
 GC2486  HISTORY     - Date     Condition        Report By
 GC2486  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2486  HISTORY     - 1957     GOOD             CGS
 GC2486  HISTORY     - 1960     GOOD             LOCSUR
 GC2486  HISTORY     - 1960     GOOD             USE
 GC2486  HISTORY     - 1967     GOOD             CGS
 GC2486  HISTORY     - 1978     GOOD             NGS
 GC2486
 GC2486                          STATION DESCRIPTION
 GC2486
 GC2486'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2486'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF A LARGE
 GC2486'CHECKERED WATER TANK WHICH IS LOCATED ON THE FORT CAMPBELL MILITARY
 GC2486'RESERVATION, ABOUT 0.15 MILE WEST OF MISSOURI AVENUE AND 250 FEET
 GC2486'SOUTH OF 52D STREET.  IT IS A LARGE 8 LEGGED STEEL STRUCTURE WITH A
 GC2486'TANK ATOP, PAINTED IN CHECKERED RED AND WHITE AND IS ABOUT 125 FEET
 GC2486'HIGH.
 GC2486
 GC2486                          STATION RECOVERY (1957)
 GC2486
 GC2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2486'STATION RECOVERED AS DESCRIBED.
 GC2486
 GC2486                          STATION RECOVERY (1960)
 GC2486
 GC2486'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 GC2486'INTERSECTION WAS RECOVERED.
 GC2486
 GC2486                          STATION RECOVERY (1960)
 GC2486
 GC2486'RECOVERY NOTE BY US ENGINEERS 1960
 GC2486'RECOVERED AS DESCRIBED.
 GC2486
 GC2486                          STATION RECOVERY (1967)
 GC2486
 GC2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DLW)
 GC2486'THE STATION WAS RECOVERED AS DESCRIBED.
 GC2486
 GC2486                          STATION RECOVERY (1978)
 GC2486
 GC2486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JVD)
 GC2486'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 GC2486'AS ORIGINALLY DESCRIBED.
 GC2486'
 GC2486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GC2486'AT FORT CAMPBELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2833 ***********************************************************************
 GZ2833  DESIGNATION -  FORT KNOX HOSP HEAT PLANT STK
 GZ2833  PID         -  GZ2833
 GZ2833  STATE/COUNTY-  KY/HARDIN
 GZ2833  USGS QUAD   -  FORT KNOX (1991)
 GZ2833
 GZ2833                         *CURRENT SURVEY CONTROL
 GZ2833  ___________________________________________________________________
 GZ2833* NAD 83(1993)-  37 52 59.48536(N)    085 56 50.54533(W)     ADJUSTED  
 GZ2833* NAVD 88     -                                                        
 GZ2833  ___________________________________________________________________
 GZ2833  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 GZ2833  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GZ2833
 GZ2833  HORZ ORDER  -  THIRD
 GZ2833
 GZ2833.The horizontal coordinates were established by classical geodetic methods
 GZ2833.and adjusted by the National Geodetic Survey in December 1995..
 GZ2833
 GZ2833
 GZ2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2833
 GZ2833.The geoid height was determined by GEOID03.
 GZ2833
 GZ2833;                    North         East     Units Scale Factor Converg.
 GZ2833;SPC KY1Z     - 1,172,025.175 1,482,638.384   MT  0.99990495   -0 07 16.2
 GZ2833;SPC KY1Z     - 3,845,219.26  4,864,289.43   sFT  0.99990495   -0 07 16.2
 GZ2833;SPC KY S     -   672,017.938   482,636.885   MT  0.99999123   -0 07 10.9
 GZ2833;SPC KY S     - 2,204,778.85  1,583,451.18   sFT  0.99999123   -0 07 10.9
 GZ2833;SPC KY N     -    43,908.747   350,685.736   MT  1.00001368   -1 03 21.2
 GZ2833;SPC KY N     -   144,057.28  1,150,541.45   sFT  1.00001368   -1 03 21.2
 GZ2833;UTM  16      - 4,193,377.040   592,565.468   MT  0.99970553   +0 38 47.1
 GZ2833
 GZ2833                          SUPERSEDED SURVEY CONTROL
 GZ2833
 GZ2833  NAD 83(1986)-  37 52 59.49152(N)    085 56 50.55239(W) AD(       ) 4
 GZ2833  NAD 27      -  37 52 59.24000(N)    085 56 50.70000(W) AD(       ) 3
 GZ2833
 GZ2833.Superseded values are not recommended for survey control.
 GZ2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2833.See file dsdata.txt to determine how the superseded data were derived.
 GZ2833
 GZ2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9256593377(NAD 83)
 GZ2833_MARKER: 63 = STACK
 GZ2833
 GZ2833  HISTORY     - Date     Condition        Report By
 GZ2833  HISTORY     - 1950     FIRST OBSERVED   CGS
 GZ2833
 GZ2833                          STATION DESCRIPTION
 GZ2833
 GZ2833'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2833'STATION IS LOCATED IN THE SOUTH SECTION OF THE FORT KNOX MILITARY
 GZ2833'RESERVATION ABOUT 0.2 MILE NORTHWEST OF THE JUNCTION OF MIAMI
 GZ2833'STREET AND MONTGOMERY STREET. IT IS ABOUT 100 FEET HIGH, OF RED BRICK
 GZ2833'CONSTRUCTION, ABOUT 12 FEET WIDE AT THE BASE AND TAPERING TO ABOUT
 GZ2833'8 FEET WIDE AT THE TOP. POINT OF INTERSECTION WAS THE CENTER OF TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2834 ***********************************************************************
 GZ2834  DESIGNATION -  FORT KNOX WATER TANK 1
 GZ2834  PID         -  GZ2834
 GZ2834  STATE/COUNTY-  KY/HARDIN
 GZ2834  USGS QUAD   -  FORT KNOX (1991)
 GZ2834
 GZ2834                         *CURRENT SURVEY CONTROL
 GZ2834  ___________________________________________________________________
 GZ2834* NAD 83(1993)-  37 53 29.71935(N)    085 57 20.32778(W)     ADJUSTED  
 GZ2834* NAVD 88     -                                                        
 GZ2834  ___________________________________________________________________
 GZ2834  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 GZ2834  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GZ2834
 GZ2834  HORZ ORDER  -  THIRD
 GZ2834
 GZ2834.The horizontal coordinates were established by classical geodetic methods
 GZ2834.and adjusted by the National Geodetic Survey in December 1995..
 GZ2834
 GZ2834
 GZ2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2834
 GZ2834.The geoid height was determined by GEOID03.
 GZ2834
 GZ2834;                    North         East     Units Scale Factor Converg.
 GZ2834;SPC KY1Z     - 1,172,958.822 1,481,912.728   MT  0.99990498   -0 07 34.5
 GZ2834;SPC KY1Z     - 3,848,282.40  4,861,908.68   sFT  0.99990498   -0 07 34.5
 GZ2834;SPC KY S     -   672,951.648   481,911.142   MT  0.99999265   -0 07 29.0
 GZ2834;SPC KY S     - 2,207,842.20  1,581,070.14   sFT  0.99999265   -0 07 29.0
 GZ2834;SPC KY N     -    44,854.210   349,975.331   MT  1.00001221   -1 03 39.7
 GZ2834;SPC KY N     -   147,159.19  1,148,210.73   sFT  1.00001221   -1 03 39.7
 GZ2834;UTM  16      - 4,194,300.696   591,827.517   MT  0.99970386   +0 38 29.2
 GZ2834
 GZ2834                          SUPERSEDED SURVEY CONTROL
 GZ2834
 GZ2834  NAD 83(1986)-  37 53 29.72557(N)    085 57 20.33478(W) AD(       ) 4
 GZ2834  NAD 27      -  37 53 29.47200(N)    085 57 20.47600(W) AD(       ) 3
 GZ2834
 GZ2834.Superseded values are not recommended for survey control.
 GZ2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2834.See file dsdata.txt to determine how the superseded data were derived.
 GZ2834
 GZ2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9182894301(NAD 83)
 GZ2834_MARKER: 53 = ELEVATED TANK
 GZ2834
 GZ2834  HISTORY     - Date     Condition        Report By
 GZ2834  HISTORY     - 1933     FIRST OBSERVED   CGS
 GZ2834  HISTORY     - 1950     GOOD             CGS
 GZ2834  HISTORY     - 1965     GOOD             CGS
 GZ2834  HISTORY     - 19650615 GOOD             CGS
 GZ2834
 GZ2834                          STATION DESCRIPTION
 GZ2834
 GZ2834'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2834'STATION IS LOCATED AT THE SOUTHWEST SECTION OF THE FORT KNOX MILITARY
 GZ2834'RESERVATION AT THE NORTHWEST CORNER OF 7TH AVENUE AND DIXIE
 GZ2834'STREET. IT IS THE SMALLER OF TWO TANKS IN THE IMMEDIATE AREA, IS
 GZ2834'ABOUT 100 FEET HIGH, HAS 6 LEGS, OF STEEL CONSTRUCTION WITH A
 GZ2834'STANDPIPE IN CENTER OF BOTTOM AND IS PAINTED A RED AND WHITE
 GZ2834'CHECKERED PATTERN. POINT OF INTERSECTION WAS THE CENTER
 GZ2834'OF BALL ON TOP.
 GZ2834'
 GZ2834'PROBABLY THE SAME AS FORT KNOX, BLACK WATER TANK, 1933.
 GZ2834
 GZ2834                          STATION RECOVERY (1965)
 GZ2834
 GZ2834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MHF)
 GZ2834'THIS STATION WAS RECOVERED AS DESCRIBED IN U. S. COAST AND GEODETIC
 GZ2834
 GZ2834                          STATION RECOVERY (1965)
 GZ2834
 GZ2834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CLN)
 GZ2834'THE STATION FORT KNOX WATER TANK NO 1 WAS RECOVERED AS DESCRIBED IN
 GZ2834'1950 EXCEPT THAT IT IS NOW PAINTED GRAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2835 ***********************************************************************
 GZ2835  DESIGNATION -  FORT KNOX WATER TANK 2
 GZ2835  PID         -  GZ2835
 GZ2835  STATE/COUNTY-  KY/HARDIN
 GZ2835  USGS QUAD   -  FORT KNOX (1991)
 GZ2835
 GZ2835                         *CURRENT SURVEY CONTROL
 GZ2835  ___________________________________________________________________
 GZ2835* NAD 83(1993)-  37 53 30.58325(N)    085 57 21.13814(W)     ADJUSTED  
 GZ2835* NAVD 88     -                                                        
 GZ2835  ___________________________________________________________________
 GZ2835  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 GZ2835  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GZ2835
 GZ2835  HORZ ORDER  -  THIRD
 GZ2835
 GZ2835.The horizontal coordinates were established by classical geodetic methods
 GZ2835.and adjusted by the National Geodetic Survey in December 1995..
 GZ2835
 GZ2835
 GZ2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2835
 GZ2835.The geoid height was determined by GEOID03.
 GZ2835
 GZ2835;                    North         East     Units Scale Factor Converg.
 GZ2835;SPC KY1Z     - 1,172,985.499 1,481,892.989   MT  0.99990498   -0 07 35.0
 GZ2835;SPC KY1Z     - 3,848,369.92  4,861,843.91   sFT  0.99990498   -0 07 35.0
 GZ2835;SPC KY S     -   672,978.326   481,891.400   MT  0.99999269   -0 07 29.5
 GZ2835;SPC KY S     - 2,207,929.72  1,581,005.37   sFT  0.99999269   -0 07 29.5
 GZ2835;SPC KY N     -    44,881.208   349,956.027   MT  1.00001217   -1 03 40.2
 GZ2835;SPC KY N     -   147,247.76  1,148,147.40   sFT  1.00001217   -1 03 40.2
 GZ2835;UTM  16      - 4,194,327.101   591,807.426   MT  0.99970381   +0 38 28.8
 GZ2835
 GZ2835                          SUPERSEDED SURVEY CONTROL
 GZ2835
 GZ2835  NAD 83(1986)-  37 53 30.58947(N)    085 57 21.14513(W) AD(       ) 4
 GZ2835  NAD 27      -  37 53 30.33700(N)    085 57 21.28500(W) AD(       ) 3
 GZ2835
 GZ2835.Superseded values are not recommended for survey control.
 GZ2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2835.See file dsdata.txt to determine how the superseded data were derived.
 GZ2835
 GZ2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9180794327(NAD 83)
 GZ2835_MARKER: 53 = ELEVATED TANK
 GZ2835
 GZ2835  HISTORY     - Date     Condition        Report By
 GZ2835  HISTORY     - 1950     FIRST OBSERVED   CGS
 GZ2835  HISTORY     - 1965     GOOD             CGS
 GZ2835  HISTORY     - 19650615 GOOD             CGS
 GZ2835
 GZ2835                          STATION DESCRIPTION
 GZ2835
 GZ2835'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2835'STATION IS LOCATED AT THE SOUTHWEST SECTION OF THE FORT KNOX MILITARY
 GZ2835'RESERVATION AT THE NORTHWEST CORNER OF 7TH AVENUE AND DIXIE
 GZ2835'STREET. IT IS THE LARGER OF TWO TANKS IN THE IMMEDIATE AREA, IS ABOUT
 GZ2835'90 FEET HIGH, HAS 10 LEGS, OF STEEL CONSTRUCTION WITH A STANDPIPE
 GZ2835'IN CENTER OF BOTTOM AND IS PAINTED A RED AND WHITE CHECKERED PATTERN.
 GZ2835'POINT OF INTERSECTION WAS THE CENTER OF BALL ON TOP.
 GZ2835
 GZ2835                          STATION RECOVERY (1965)
 GZ2835
 GZ2835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MHF)
 GZ2835'THIS STATION WAS RECOVERED.
 GZ2835
 GZ2835                          STATION RECOVERY (1965)
 GZ2835
 GZ2835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CLN)
 GZ2835'THE STATION FORT KNOX WATER TANK NO 2 WAS RECOVERED AS DESCRIBED IN
 GZ2835'1950 EXCEPT THAT IT IS NOW PAINTED GRAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2836 ***********************************************************************
 GZ2836  DESIGNATION -  FORT KNOX WATER TANK 3
 GZ2836  PID         -  GZ2836
 GZ2836  STATE/COUNTY-  KY/HARDIN
 GZ2836  USGS QUAD   -  FORT KNOX (1991)
 GZ2836
 GZ2836                         *CURRENT SURVEY CONTROL
 GZ2836  ___________________________________________________________________
 GZ2836* NAD 83(1993)-  37 54 00.99719(N)    085 55 32.93272(W)     ADJUSTED  
 GZ2836* NAVD 88     -                                                        
 GZ2836  ___________________________________________________________________
 GZ2836  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 GZ2836  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GZ2836
 GZ2836  HORZ ORDER  -  THIRD
 GZ2836
 GZ2836.The horizontal coordinates were established by classical geodetic methods
 GZ2836.and adjusted by the National Geodetic Survey in December 1995..
 GZ2836
 GZ2836
 GZ2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2836
 GZ2836.The geoid height was determined by GEOID03.
 GZ2836
 GZ2836;                    North         East     Units Scale Factor Converg.
 GZ2836;SPC KY1Z     - 1,173,917.719 1,484,538.357   MT  0.99990503   -0 06 28.6
 GZ2836;SPC KY1Z     - 3,851,428.38  4,870,522.93   sFT  0.99990503   -0 06 28.6
 GZ2836;SPC KY S     -   673,910.694   484,536.979   MT  0.99999413   -0 06 23.8
 GZ2836;SPC KY S     - 2,210,988.67  1,589,685.07   sFT  0.99999413   -0 06 23.8
 GZ2836;SPC KY N     -    45,770.247   352,616.533   MT  1.00001071   -1 02 32.9
 GZ2836;SPC KY N     -   150,164.55  1,156,876.08   sFT  1.00001071   -1 02 32.9
 GZ2836;UTM  16      - 4,195,294.493   594,439.543   MT  0.99970985   +0 39 35.7
 GZ2836
 GZ2836                          SUPERSEDED SURVEY CONTROL
 GZ2836
 GZ2836  NAD 83(1986)-  37 54 01.00335(N)    085 55 32.94027(W) AD(       ) 4
 GZ2836  NAD 27      -  37 54 00.74800(N)    085 55 33.08800(W) AD(       ) 3
 GZ2836
 GZ2836.Superseded values are not recommended for survey control.
 GZ2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2836.See file dsdata.txt to determine how the superseded data were derived.
 GZ2836
 GZ2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9444095294(NAD 83)
 GZ2836_MARKER: 53 = ELEVATED TANK
 GZ2836
 GZ2836  HISTORY     - Date     Condition        Report By
 GZ2836  HISTORY     - 1950     FIRST OBSERVED   CGS
 GZ2836  HISTORY     - 1965     GOOD             CGS
 GZ2836  HISTORY     - 19650615 GOOD             CGS
 GZ2836
 GZ2836                          STATION DESCRIPTION
 GZ2836
 GZ2836'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2836'STATION IS LOCATED AT THE SOUTHEAST SECTION OF FORT KNOX MILITARY
 GZ2836'RESERVATION IN THE SOUTHWEST CORNER OF THE JUNCTION OF E NEVADA
 GZ2836'STREET AND 9TH STREET. IT IS ABOUT 120 FEET HIGH, HAS 10 LEGS, OF
 GZ2836'STEEL CONSTRUCTION WITH A STANDPIPE IN THE CENTER OF BOTTOM AND
 GZ2836'IS PAINTED A RED AND WHITE CHECKERED PATTERN. POINT OF INTERSECTION
 GZ2836'WAS THE CENTER OF BALL ON TOP.
 GZ2836
 GZ2836                          STATION RECOVERY (1965)
 GZ2836
 GZ2836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MHF)
 GZ2836'THIS STATION WAS RECOVERED.
 GZ2836
 GZ2836                          STATION RECOVERY (1965)
 GZ2836
 GZ2836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CLN)
 GZ2836'THE STATION FORT KNOX WATER TANK NO 3 WAS RECOVERED AS DESCRIBED IN
 GZ2836'1950 EXCEPT THAT IT IS NOW PAINTED GRAY AND THE BALL ON THE TOP HAS
 GZ2836'BEEN REMOVED.  THE TOP OF THE TANK FORMS A PEAK WHICH IS THOUGHT TO
 GZ2836'MARK THE SAME PLACE AS THE BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2837 ***********************************************************************
 GZ2837  DESIGNATION -  FORT KNOX WATER TANK 4
 GZ2837  PID         -  GZ2837
 GZ2837  STATE/COUNTY-  KY/HARDIN
 GZ2837  USGS QUAD   -  FORT KNOX (1991)
 GZ2837
 GZ2837                         *CURRENT SURVEY CONTROL
 GZ2837  ___________________________________________________________________
 GZ2837* NAD 83(1993)-  37 54 46.46655(N)    085 57 14.29560(W)     ADJUSTED  
 GZ2837* NAVD 88     -                                                        
 GZ2837  ___________________________________________________________________
 GZ2837  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 GZ2837  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GZ2837
 GZ2837  HORZ ORDER  -  THIRD
 GZ2837
 GZ2837.The horizontal coordinates were established by classical geodetic methods
 GZ2837.and adjusted by the National Geodetic Survey in December 1995..
 GZ2837
 GZ2837
 GZ2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2837
 GZ2837.The geoid height was determined by GEOID03.
 GZ2837
 GZ2837;                    North         East     Units Scale Factor Converg.
 GZ2837;SPC KY1Z     - 1,175,324.526 1,482,065.274   MT  0.99990514   -0 07 30.8
 GZ2837;SPC KY1Z     - 3,856,043.88  4,862,409.15   sFT  0.99990514   -0 07 30.8
 GZ2837;SPC KY S     -   675,317.567   482,063.638   MT  0.99999634   -0 07 25.3
 GZ2837;SPC KY S     - 2,215,604.38  1,581,570.45   sFT  0.99999634   -0 07 25.3
 GZ2837;SPC KY N     -    47,217.359   350,166.471   MT  1.00000857   -1 03 35.9
 GZ2837;SPC KY N     -   154,912.29  1,148,837.83   sFT  1.00000857   -1 03 35.9
 GZ2837;UTM  16      - 4,196,667.756   591,948.321   MT  0.99970413   +0 38 34.0
 GZ2837
 GZ2837                          SUPERSEDED SURVEY CONTROL
 GZ2837
 GZ2837  NAD 83(1986)-  37 54 46.47272(N)    085 57 14.30308(W) AD(       ) 4
 GZ2837  NAD 27      -  37 54 46.21800(N)    085 57 14.44200(W) AD(       ) 3
 GZ2837
 GZ2837.Superseded values are not recommended for survey control.
 GZ2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2837.See file dsdata.txt to determine how the superseded data were derived.
 GZ2837
 GZ2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9194896668(NAD 83)
 GZ2837_MARKER: 53 = ELEVATED TANK
 GZ2837
 GZ2837  HISTORY     - Date     Condition        Report By
 GZ2837  HISTORY     - 1950     FIRST OBSERVED   CGS
 GZ2837  HISTORY     - 1965     GOOD             CGS
 GZ2837
 GZ2837                          STATION DESCRIPTION
 GZ2837
 GZ2837'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2837'STATION IS LOCATED AT THE NORTHEAST SECTION OF FORT KNOX MILITARY
 GZ2837'RESERVATION IN THE NORTHWEST CORNER OF THE JUNCTION OF F AVENUE
 GZ2837'AND OLD IRONSIDES AVENUE. IT IS ABOUT 100 FEET HIGH, OF STEEL
 GZ2837'CONSTRUCTION, HAS 8 LEGS AND A STANDPIPE IN CENTER OF BOTTOM AND
 GZ2837'IS PAINTED A RED AND WHITE CHECKERED PATTERN. POINT OF INTERSECTION
 GZ2837'WAS THE CENTER OF BALL ON TOP.
 GZ2837
 GZ2837                          STATION RECOVERY (1965)
 GZ2837
 GZ2837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MHF)
 GZ2837'THIS STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3207 ***********************************************************************
 JZ3207  DESIGNATION -  FORT MITCHELL MUNICIPAL TANK
 JZ3207  PID         -  JZ3207
 JZ3207  STATE/COUNTY-  KY/KENTON
 JZ3207  USGS QUAD   -  COVINGTON (1987)
 JZ3207
 JZ3207                         *CURRENT SURVEY CONTROL
 JZ3207  ___________________________________________________________________
 JZ3207* NAD 83(1993)-  39 03 34.43305(N)    084 32 29.59960(W)     ADJUSTED  
 JZ3207* NAVD 88     -                                                        
 JZ3207  ___________________________________________________________________
 JZ3207  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 JZ3207  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3207
 JZ3207  HORZ ORDER  -  THIRD
 JZ3207
 JZ3207.The horizontal coordinates were established by classical geodetic methods
 JZ3207.and adjusted by the National Geodetic Survey in April 1998..
 JZ3207
 JZ3207
 JZ3207.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3207
 JZ3207.The geoid height was determined by GEOID03.
 JZ3207
 JZ3207;                    North         East     Units Scale Factor Converg.
 JZ3207;SPC KY1Z     - 1,303,264.957 1,604,604.843   MT  1.00011844   +0 44 31.0
 JZ3207;SPC KY1Z     - 4,275,795.11  5,264,441.06   sFT  1.00011844   +0 44 31.0
 JZ3207;SPC KY N     -   173,154.090   474,764.442   MT  1.00001544   -0 10 52.9
 JZ3207;SPC KY N     -   568,089.71  1,557,623.01   sFT  1.00001544   -0 10 52.9
 JZ3207;SPC OH S     -   119,623.077   423,319.325   MT  0.99995188   -1 17 43.5
 JZ3207;UTM  16      - 4,326,263.215   712,716.004   MT  1.00015719   +1 32 59.0
 JZ3207
 JZ3207                          SUPERSEDED SURVEY CONTROL
 JZ3207
 JZ3207  NAD 83(1993)-  39 03 34.43938(N)    084 32 29.60671(W) AD(       ) 4
 JZ3207  NAD 83(1986)-  39 03 34.43691(N)    084 32 29.61017(W) AD(       ) 4
 JZ3207  NAD 27      -  39 03 34.21700(N)    084 32 29.81700(W) AD(       ) 3
 JZ3207
 JZ3207.Superseded values are not recommended for survey control.
 JZ3207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3207.See file dsdata.txt to determine how the superseded data were derived.
 JZ3207
 JZ3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1271626263(NAD 83)
 JZ3207_MARKER: 53 = ELEVATED TANK
 JZ3207
 JZ3207  HISTORY     - Date     Condition        Report By
 JZ3207  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3207  HISTORY     - 1961     GOOD             CGS
 JZ3207
 JZ3207                          STATION DESCRIPTION
 JZ3207
 JZ3207'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3207'THE STATION IS LOCATED IN THE MUNICIPALITY OF FORT MITCHELL,
 JZ3207'KENTUCKY, AT THE INTERSECTION OF U.S. HIGHWAY NO. 25 AND
 JZ3207'BARRINGTON ROAD. IT IS A FOUR TRUSS STEEL TANK, SILVER IN COLOR, AND
 JZ3207'IS APPROXIMATELY 150 FT. HIGH.
 JZ3207'
 JZ3207'THE POINT OF INTERSECTION WAS THE CENTER OF THE TOP OF THE TANK.
 JZ3207
 JZ3207                          STATION RECOVERY (1961)
 JZ3207
 JZ3207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 JZ3207'THE STATION WAS RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION
 JZ3207'PROVED TO BE INADEQUATE AND INACCURATE.
 JZ3207'
 JZ3207'THE STATION IS LOCATED NORTH OF THE MUNICIPALITY OF FORT MITCHELL,
 JZ3207'KENTUCKY, AT THE INTERSECTION OF U.S. HIGHWAY 25 AND BARRINGTON
 JZ3207'ROAD. IT IS A 6 LEGGED STEEL WATER TANK, SILVER IN COLOR,
 JZ3207'APPROXIMATELY 150 FEET HIGH, AND HAS THE WORDING KENTON COUNTY
 JZ3207'WATER DIST. NO. 1 PAINTED ON THE NORTH SIDE OF THE TANK.
 JZ3207'
 JZ3207'THE KENTON COUNTY WATER AUTHORITY WAS QUESTIONED ABOUT THIS TANK AND
 JZ3207'VERIFIED THAT THE TANK IS THE ONLY ONE AT THAT LOCATION AND THAT
 JZ3207'FORT MITCHELL HAS NEVER HAD A TANK OF ITS OWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3109 ***********************************************************************
 JZ3109  DESIGNATION -  FORT THOMAS MILITARY WATER TK
 JZ3109  PID         -  JZ3109
 JZ3109  STATE/COUNTY-  KY/CAMPBELL
 JZ3109  USGS QUAD   -  NEWPORT (1987)
 JZ3109
 JZ3109                         *CURRENT SURVEY CONTROL
 JZ3109  ___________________________________________________________________
 JZ3109* NAD 83(1993)-  39 04 14.57397(N)    084 26 44.55483(W)     ADJUSTED  
 JZ3109* NAVD 88     -                                                        
 JZ3109  ___________________________________________________________________
 JZ3109  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 JZ3109  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3109
 JZ3109  HORZ ORDER  -  THIRD
 JZ3109
 JZ3109.The horizontal coordinates were established by classical geodetic methods
 JZ3109.and adjusted by the National Geodetic Survey in April 1998..
 JZ3109
 JZ3109
 JZ3109.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3109
 JZ3109.The geoid height was determined by GEOID03.
 JZ3109
 JZ3109;                    North         East     Units Scale Factor Converg.
 JZ3109;SPC KY1Z     - 1,304,614.544 1,612,883.580   MT  1.00012249   +0 48 02.8
 JZ3109;SPC KY1Z     - 4,280,222.88  5,291,602.21   sFT  1.00012249   +0 48 02.8
 JZ3109;SPC KY N     -   174,370.029   483,062.980   MT  1.00001747   -0 07 18.3
 JZ3109;SPC KY N     -   572,079.00  1,584,849.13   sFT  1.00001747   -0 07 18.3
 JZ3109;SPC OH S     -   120,677.460   431,639.382   MT  0.99995081   -1 14 04.5
 JZ3109;UTM  16      - 4,327,729.612   720,975.350   MT  1.00020130   +1 36 38.0
 JZ3109
 JZ3109                          SUPERSEDED SURVEY CONTROL
 JZ3109
 JZ3109  NAD 83(1993)-  39 04 14.58006(N)    084 26 44.56173(W) AD(       ) 4
 JZ3109  NAD 83(1986)-  39 04 14.57779(N)    084 26 44.56542(W) AD(       ) 4
 JZ3109  NAD 27      -  39 04 14.35700(N)    084 26 44.77700(W) AD(       ) 3
 JZ3109
 JZ3109.Superseded values are not recommended for survey control.
 JZ3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3109.See file dsdata.txt to determine how the superseded data were derived.
 JZ3109
 JZ3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2097527730(NAD 83)
 JZ3109_MARKER: 53 = ELEVATED TANK
 JZ3109
 JZ3109  HISTORY     - Date     Condition        Report By
 JZ3109  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3109  HISTORY     - 1960     GOOD             CGS
 JZ3109  HISTORY     - 1965     GOOD             CGS
 JZ3109
 JZ3109                          STATION DESCRIPTION
 JZ3109
 JZ3109'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3109'THE STATION IS LOCATED IN THE MUNICIPALITY OF FORT THOMAS, KENTUCKY
 JZ3109'IN THE SOUTHEAST ANGLE OF ROSSMORE AVE AND SOUTH FORT THOMAS AVE,
 JZ3109'ON THE NORTH SIDE OF THE FORT THOMAS MILITARY RESERVATION.
 JZ3109'
 JZ3109'THE POINT OF INTERSECTION WAS THE CENTER OF THE TOP OF A FOUR TRUSS,
 JZ3109'STEEL WATER TANK, COLOR DARK GRAY, AND IS ABOUT 165 FT. IN HEIGHT.
 JZ3109
 JZ3109                          STATION RECOVERY (1960)
 JZ3109
 JZ3109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VES)
 JZ3109'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE NAME OF THE TANK IS
 JZ3109'MISLEADING IN THAT IT IS A CAMPBELL COUNTY WATER DISTRICT
 JZ3109'TANK RATHER THAN A MILITARY TANK.
 JZ3109'
 JZ3109'THE STATION IS LOCATED IN THE MUNICIPALITY OF FORT THOMAS,
 JZ3109'IMMEDIATELY NE OF THE INTERSECTION OF ROSSMORE AND SOUTH FORT
 JZ3109'THOMAS AVENUES, AT THE S SIDE OF THE CAMPBELL COUNTY WATER DISTRICT
 JZ3109'OFFICE BUILDING.  THE TANK IS A STEEL, HEMISPHERICAL BOTTOM,
 JZ3109'CONICAL TOP STRUCTURE SUPPORT BY 4 INCLINED LATTICE LEGS.
 JZ3109
 JZ3109                          STATION RECOVERY (1965)
 JZ3109
 JZ3109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 JZ3109'THIS STATION WAS RECOVERED AS DESCRIBED.  DISMANTLING OF THE TANK WAS
 JZ3109'STARTED LAST YEAR AND IS STILL IN PROGRESS.  THE TANK PART HAS BEEN
 JZ3109'REMOVED AND WORK IS NOW STARTED ON THE LEGS.  THERE IS A GOOD CHANCE
 JZ3109'THAT THE 4 LEG BASES WILL REMAIN AND ALSO THE CENTER PIPE, AT
 JZ3109'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3111 ***********************************************************************
 JZ3111  DESIGNATION -  FORT THOMAS MUNICIPAL TANK
 JZ3111  PID         -  JZ3111
 JZ3111  STATE/COUNTY-  KY/CAMPBELL
 JZ3111  USGS QUAD   -  NEWPORT (1987)
 JZ3111
 JZ3111                         *CURRENT SURVEY CONTROL
 JZ3111  ___________________________________________________________________
 JZ3111* NAD 83(1993)-  39 04 52.79748(N)    084 26 50.60127(W)     ADJUSTED  
 JZ3111* NAVD 88     -                                                        
 JZ3111  ___________________________________________________________________
 JZ3111  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 JZ3111  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3111
 JZ3111  HORZ ORDER  -  THIRD
 JZ3111
 JZ3111.The horizontal coordinates were established by classical geodetic methods
 JZ3111.and adjusted by the National Geodetic Survey in April 1998..
 JZ3111
 JZ3111
 JZ3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3111
 JZ3111.The geoid height was determined by GEOID03.
 JZ3111
 JZ3111;                    North         East     Units Scale Factor Converg.
 JZ3111;SPC KY1Z     - 1,305,791.284 1,612,721.772   MT  1.00012639   +0 47 59.1
 JZ3111;SPC KY1Z     - 4,284,083.57  5,291,071.35   sFT  1.00012639   +0 47 59.1
 JZ3111;SPC KY N     -   175,549.096   482,920.154   MT  1.00001944   -0 07 22.0
 JZ3111;SPC KY N     -   575,947.33  1,584,380.54   sFT  1.00001944   -0 07 22.0
 JZ3111;SPC OH S     -   121,858.998   431,519.491   MT  0.99994982   -1 14 08.4
 JZ3111;UTM  16      - 4,328,904.036   720,796.910   MT  1.00020033   +1 36 35.5
 JZ3111
 JZ3111                          SUPERSEDED SURVEY CONTROL
 JZ3111
 JZ3111  NAD 83(1993)-  39 04 52.80377(N)    084 26 50.60826(W) AD(       ) 4
 JZ3111  NAD 83(1986)-  39 04 52.80133(N)    084 26 50.61189(W) AD(       ) 4
 JZ3111  NAD 27      -  39 04 52.58300(N)    084 26 50.82400(W) AD(       ) 3
 JZ3111
 JZ3111.Superseded values are not recommended for survey control.
 JZ3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3111.See file dsdata.txt to determine how the superseded data were derived.
 JZ3111
 JZ3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2079728904(NAD 83)
 JZ3111_MARKER: 53 = ELEVATED TANK
 JZ3111
 JZ3111  HISTORY     - Date     Condition        Report By
 JZ3111  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3111  HISTORY     - 1960     GOOD             CGS
 JZ3111  HISTORY     - 1966     GOOD             CGS
 JZ3111
 JZ3111                          STATION DESCRIPTION
 JZ3111
 JZ3111'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3111'THE STATION IS LOCATED IN THE MUNICIPALITY OF FORT THOMAS, KENTUCKY,
 JZ3111'ON BLUCHTOY DR., WHICH RUNS OFF OF LUMILY AVE.
 JZ3111'
 JZ3111'THE POINT OF INTERSECTION WAS THE CENTER OF THE TOP OF A FOUR TRUSS
 JZ3111'STEEL WATER TANK, COLORED SILVER.  THE TANK IS ABOUT 195 FT. IN
 JZ3111'HEIGHT.
 JZ3111
 JZ3111                          STATION RECOVERY (1960)
 JZ3111
 JZ3111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VES)
 JZ3111'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE IDENTIFICATION AND
 JZ3111'LOCATION OF THE TANK WAS VERIFIED BY LOCAL INQUIRY.  THE
 JZ3111'ORIGINAL DESCRIPTION IS INACCURATE, A NEW DESCRIPTION FOLLOWS -
 JZ3111'
 JZ3111'THE STATION IS LOCATED IN THE COMMUNITY OF FORT THOMAS, ON THE E SIDE
 JZ3111'OF NORTH FORT THOMAS AVENUE AND ABOUT 300 FEET N OF LUMLEY
 JZ3111'AVENUE.  THE STATION IS THE VENT AT THE TOP AND CENTER OF A DOUBLE
 JZ3111'ELLIPSOIDAL, STEEL TANK SUPPORTED BY 6 INCLINED STEEL LEGS.
 JZ3111
 JZ3111                          STATION RECOVERY (1966)
 JZ3111
 JZ3111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EB)
 JZ3111'STATION IS LOCATED IN FORT THOMAS, DIRECTLY NORTHWEST OF 37 LUMLEY
 JZ3111'AVENUE.  IT IS A 6 LEGGED STEEL STRUCTURE PAINTED GRAY,
 JZ3111'APPROXIMATELY 120 FEET HIGH WITH A BALL ON TOP.  POINT OBSERVED WAS
 JZ3111'CENTER OF BALL ON TOP.
 JZ3111'
 JZ3111'TO REACH THE STATION FROM THE JUNCTION OF NORTH FORT THOMAS AVENUE
 JZ3111'AND LUMLEY AVENUE, GO NORTHEAST ON LUMLEY AVENUE FOR 0.1 MILE TO
 JZ3111'HOUSE NO. 37 ON LEFT AND STATION JUST NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2474 ***********************************************************************
 GB2474  DESIGNATION -  FOUNTAIN
 GB2474  PID         -  GB2474
 GB2474  STATE/COUNTY-  KY/BARREN
 GB2474  USGS QUAD   -  TRACY (1979)
 GB2474
 GB2474                         *CURRENT SURVEY CONTROL
 GB2474  ___________________________________________________________________
 GB2474* NAD 83(1993)-  36 45 05.22299(N)    085 56 24.11051(W)     ADJUSTED  
 GB2474* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 GB2474  ___________________________________________________________________
 GB2474  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 GB2474  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB2474
 GB2474  HORZ ORDER  -  SECOND
 GB2474
 GB2474.The horizontal coordinates were established by classical geodetic methods
 GB2474.and adjusted by the National Geodetic Survey in December 1995..
 GB2474
 GB2474.The orthometric height was scaled from a topographic map.
 GB2474
 GB2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2474
 GB2474.The geoid height was determined by GEOID03.
 GB2474
 GB2474;                    North         East     Units Scale Factor Converg.
 GB2474;SPC KY1Z     - 1,046,423.537 1,483,028.537   MT  1.00009593   -0 07 00.0
 GB2474;SPC KY1Z     - 3,433,141.22  4,865,569.46   sFT  1.00009593   -0 07 00.0
 GB2474;SPC KY S     -   546,417.148   483,030.219   MT  0.99999676   -0 06 54.9
 GB2474;SPC KY S     - 1,792,703.59  1,584,741.64   sFT  0.99999676   -0 06 54.9
 GB2474;UTM  16      - 4,067,824.304   594,619.535   MT  0.99971030   +0 38 03.4
 GB2474
 GB2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2474!SPC KY1Z     -   0.99996083  x   1.00009593  =   1.00005675
 GB2474!SPC KY S     -   0.99996083  x   0.99999676  =   0.99995759
 GB2474!UTM  16      -   0.99996083  x   0.99971030  =   0.99967114
 GB2474
 GB2474|---------------------------------------------------------------------|
 GB2474| PID    Reference Object                     Distance      Geod. Az  |
 GB2474|                                                           dddmmss.s |
 GB2474| CG5817 FOUNTAIN RM 1                        29.313 METERS 02143     |
 GB2474| CG5818 FOUNTAIN RM 2                        27.334 METERS 13911     |
 GB2474| CG5816 FOUNTAIN AZ MK                                     3004039.9 |
 GB2474|---------------------------------------------------------------------|
 GB2474
 GB2474                          SUPERSEDED SURVEY CONTROL
 GB2474
 GB2474  NAD 83(1986)-  36 45 05.23372(N)    085 56 24.11604(W) AD(       ) 2
 GB2474  NAD 27      -  36 45 05.04200(N)    085 56 24.19400(W) AD(       ) 2
 GB2474
 GB2474.Superseded values are not recommended for survey control.
 GB2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2474.See file dsdata.txt to determine how the superseded data were derived.
 GB2474
 GB2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9462067824(NAD 83)
 GB2474_MARKER: DS = TRIANGULATION STATION DISK
 GB2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2474
 GB2474  HISTORY     - Date     Condition        Report By
 GB2474  HISTORY     - 1950     MONUMENTED       CGS
 GB2474
 GB2474                          STATION DESCRIPTION
 GB2474
 GB2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2474'STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF TOMPKINSVILLE AND 3
 GB2474'MILES NORTHEAST OF FOUNTAIN RUN.  IT IS 141 FEET SOUTH OF THE
 GB2474'CENTER OF A DIRT ROAD, 209 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 GB2474'A BARN, 4 FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST
 GB2474'OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FOUNTAIN
 GB2474'1950.
 GB2474'
 GB2474'REFERENCE MARK NO. 1 IS 44 FEET SOUTH OF THE CENTER OF DIRT ROAD.
 GB2474'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FOUNTAIN NO 1
 GB2474'1950.
 GB2474'
 GB2474'REFERENCE MARK NO. 2 IS 123 FEET WEST OF THE SOUTHWEST CORNER OF A
 GB2474'BARN AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 4
 GB2474'INCHES AND THE DISK IS STAMPED FOUNTAIN NO 2 1950.
 GB2474'
 GB2474'AZIMUTH MARK IS 56 FEET SOUTH OF THE INTERSECTION OF GRAVEL T-ROAD,
 GB2474'12 FEET WEST OF THE CENTER OF DIRT ROAD AND 2 FEET SOUTH OF A WHITE
 GB2474'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GB2474'FOUNTAIN 1950.
 GB2474'
 GB2474'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 100 AND
 GB2474'NO. 87 IN FOUNTAIN RUN, GO NORTH ON STATE HIGHWAY NO. 87 FOR 2.65
 GB2474'MILES TO A CHURCH ON THE LEFT AND A GRAVEL T-ROAD RIGHT, TURN RIGHT
 GB2474'ON GRAVEL ROAD AND GO EAST FOR 0.35 MILE TO A DIRT ROAD RIGHT AND
 GB2474'THE AZIMUTH MARK IN THE SOUTHWEST ANGLE, TURN RIGHT ON DIRT ROAD AND
 GB2474'GO 0.5 MILE TO A GATE ON THE RIGHT, TURN RIGHT AND GO 141 FEET TO THE
 GB2474'STATION IN THE NORTH-SOUTH FENCELINE.
 GB2474'
 GB2474'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2820 ***********************************************************************
 GZ2820  DESIGNATION -  FOUNTAIN
 GZ2820  PID         -  GZ2820
 GZ2820  STATE/COUNTY-  KY/HARDIN
 GZ2820  USGS QUAD   -  CECILIA (1992)
 GZ2820
 GZ2820                         *CURRENT SURVEY CONTROL
 GZ2820  ___________________________________________________________________
 GZ2820* NAD 83(1993)-  37 44 45.85890(N)    085 53 14.22213(W)     ADJUSTED  
 GZ2820* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 GZ2820  ___________________________________________________________________
 GZ2820  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 GZ2820  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GZ2820
 GZ2820  HORZ ORDER  -  THIRD
 GZ2820
 GZ2820.The horizontal coordinates were established by classical geodetic methods
 GZ2820.and adjusted by the National Geodetic Survey in December 1995..
 GZ2820
 GZ2820.The orthometric height was scaled from a topographic map.
 GZ2820
 GZ2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2820
 GZ2820.The geoid height was determined by GEOID03.
 GZ2820
 GZ2820;                    North         East     Units Scale Factor Converg.
 GZ2820;SPC KY1Z     - 1,156,797.962 1,487,901.680   MT  0.99990752   -0 05 03.4
 GZ2820;SPC KY1Z     - 3,795,261.31  4,881,557.43   sFT  0.99990752   -0 05 03.4
 GZ2820;SPC KY S     -   656,789.699   487,900.909   MT  0.99997118   -0 04 59.7
 GZ2820;SPC KY S     - 2,154,817.54  1,600,721.57   sFT  0.99997118   -0 04 59.7
 GZ2820;UTM  16      - 4,178,224.545   598,030.954   MT  0.99971837   +0 40 52.4
 GZ2820
 GZ2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2820!SPC KY1Z     -   0.99996122  x   0.99990752  =   0.99986874
 GZ2820!SPC KY S     -   0.99996122  x   0.99997118  =   0.99993240
 GZ2820!UTM  16      -   0.99996122  x   0.99971837  =   0.99967960
 GZ2820
 GZ2820|---------------------------------------------------------------------|
 GZ2820| PID    Reference Object                     Distance      Geod. Az  |
 GZ2820|                                                           dddmmss.s |
 GZ2820| CG7845 FOUNTAIN RM 1                        12.831 METERS 01636     |
 GZ2820| CG7844 FOUNTAIN AZ MK                                     0601654.9 |
 GZ2820| CG7846 FOUNTAIN RM 2                        16.883 METERS 10915     |
 GZ2820|---------------------------------------------------------------------|
 GZ2820
 GZ2820                          SUPERSEDED SURVEY CONTROL
 GZ2820
 GZ2820  NAD 83(1986)-  37 44 45.86603(N)    085 53 14.22991(W) AD(       ) 3
 GZ2820  NAD 27      -  37 44 45.63900(N)    085 53 14.36200(W) AD(       ) 3
 GZ2820
 GZ2820.Superseded values are not recommended for survey control.
 GZ2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2820.See file dsdata.txt to determine how the superseded data were derived.
 GZ2820
 GZ2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9803178225(NAD 83)
 GZ2820_MARKER: DS = TRIANGULATION STATION DISK
 GZ2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2820
 GZ2820  HISTORY     - Date     Condition        Report By
 GZ2820  HISTORY     - 1951     MONUMENTED       CGS
 GZ2820
 GZ2820                          STATION DESCRIPTION
 GZ2820
 GZ2820'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2820'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF ELIZABETHTOWN. IT IS
 GZ2820'115 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 GZ2820'BUILDING, 34 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 3 FEET
 GZ2820'NORTHEAST OF A WHITE WITNESS POST AND A POWERLINE POLE. THE MARK IS
 GZ2820'FLUSH AND THE DISK IS STAMPED FOUNTATIN 1951.
 GZ2820'
 GZ2820'REFERENCE MARK NO. 1 IS 39 FEET WEST OF THE CENTER OF GRAVEL ROAD.
 GZ2820'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FOUNTATIN NO 1
 GZ2820'1951.
 GZ2820'
 GZ2820'REFERENCE MARK NO. 2 IS 19 FEET SOUTHEAST OF THE CENTER OF GRAVEL
 GZ2820'ROAD AND 11 FEET NORTHEAST OF A 12 INCH OAK TREE. THE MARK PROJECTS
 GZ2820'4 INCHES AND THE DISK IS STAMPED FOUNTATIN NO 2 1951.
 GZ2820'
 GZ2820'AZIMUTH MARK IS 22 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 2 FEET
 GZ2820'WEST OF A WHITE WITNESS POST, 2 FEET SOUTH OF A TELEPHONE POLE
 GZ2820'AND 1 FOOT NORTH OF A FENCELINE. THE MARK PROJECTS 4 INCHES AND THE
 GZ2820'DISK IS STAMPED FOUNTATIN 1951.
 GZ2820'
 GZ2820'TO REACH THE STATION FROM THE COURTHOUSE IN ELIZABETHTOWN, GO
 GZ2820'NORTHWEST ON U.S. HIGHWAY NO. 31W FOR 3.7 MILES TO A GRAVEL
 GZ2820'SIDE ROAD RIGHT, TURN RIGHT ON GRAVEL ROAD AND GO 0.4 MILE TO THE
 GZ2820'STATION ON THE LEFT, CONTINUE FOR 0.2 MILE TO THE AZIMUTH MARK ON
 GZ2820'THE RIGHT.
 GZ2820'
 GZ2820'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3574 ***********************************************************************
 GA3574  DESIGNATION -  FOUR MILE
 GA3574  PID         -  GA3574
 GA3574  STATE/COUNTY-  KY/KNOX
 GA3574  USGS QUAD   -  PINEVILLE (1974)
 GA3574
 GA3574                         *CURRENT SURVEY CONTROL
 GA3574  ___________________________________________________________________
 GA3574* NAD 83(1993)-  36 48 44.28835(N)    083 44 00.55277(W)     ADJUSTED  
 GA3574* NAVD 88     -       664.     (meters)    2178.     (feet)  SCALED    
 GA3574  ___________________________________________________________________
 GA3574  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 GA3574  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GA3574
 GA3574  HORZ ORDER  -  SECOND
 GA3574
 GA3574.The horizontal coordinates were established by classical geodetic methods
 GA3574.and adjusted by the National Geodetic Survey in December 1995..
 GA3574
 GA3574.The orthometric height was scaled from a topographic map.
 GA3574
 GA3574.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3574
 GA3574.The geoid height was determined by GEOID03.
 GA3574
 GA3574;                    North         East     Units Scale Factor Converg.
 GA3574;SPC KY1Z     - 1,055,103.836 1,679,933.086   MT  1.00007587   +1 14 17.0
 GA3574;SPC KY1Z     - 3,461,619.84  5,511,580.47   sFT  1.00007587   +1 14 17.0
 GA3574;SPC KY S     -   555,073.110   679,917.365   MT  0.99998660   +1 13 22.6
 GA3574;SPC KY S     - 1,821,102.36  2,230,695.56   sFT  0.99998660   +1 13 22.6
 GA3574;UTM  17      - 4,077,537.558   256,162.257   MT  1.00033255   -1 38 19.3
 GA3574
 GA3574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3574!SPC KY1Z     -   0.99990061  x   1.00007587  =   0.99997647
 GA3574!SPC KY S     -   0.99990061  x   0.99998660  =   0.99988721
 GA3574!UTM  17      -   0.99990061  x   1.00033255  =   1.00023313
 GA3574
 GA3574|---------------------------------------------------------------------|
 GA3574| PID    Reference Object                     Distance      Geod. Az  |
 GA3574|                                                           dddmmss.s |
 GA3574| DB9370 FOUR MILE RM 1                       22.378 METERS 06947     |
 GA3574| GA3583 BIRD RESET                          APPROX.10.3 KM 1212435.3 |
 GA3574| DB9371 FOUR MILE RM 2                       23.429 METERS 19920     |
 GA3574|---------------------------------------------------------------------|
 GA3574
 GA3574                          SUPERSEDED SURVEY CONTROL
 GA3574
 GA3574  NAD 83(1993)-  36 48 44.29286(N)    083 44 00.55621(W) AD(       ) 2
 GA3574  NAD 83(1986)-  36 48 44.29656(N)    083 44 00.55652(W) AD(       ) 2
 GA3574  NAD 27      -  36 48 43.98600(N)    083 44 00.85300(W) AD(       ) 2
 GA3574
 GA3574.Superseded values are not recommended for survey control.
 GA3574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3574.See file dsdata.txt to determine how the superseded data were derived.
 GA3574
 GA3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5616277538(NAD 83)
 GA3574_MARKER: DS = TRIANGULATION STATION DISK
 GA3574_SETTING: 0 = UNSPECIFIED SETTING
 GA3574
 GA3574  HISTORY     - Date     Condition        Report By
 GA3574  HISTORY     - 1950     MONUMENTED       CGS
 GA3574
 GA3574                          STATION DESCRIPTION
 GA3574
 GA3574'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3574'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF BARBOURVILLE AND 4
 GA3574'MILES NORTHWEST OF
 GA3574'PINEVILLE ON THE HIGHEST POINT OF A LONG NORTH-SOUTH
 GA3574'RIDGE.  IT IS 34 FEET SOUTHWEST
 GA3574'OF A 16-INCH HICKORY TREE WITH A
 GA3574'TRIANGLE BLAZE ON THE SOUTH SIDE, 23 FEET
 GA3574'NORTHWEST OF 10-INCH
 GA3574'HICKORY TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE AND 6
 GA3574'FEET
 GA3574'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS A 4-INCH IRON PIPE
 GA3574'FILLED WITH
 GA3574'CONCRETE WHICH PROJECTS ABOUT 4 INCHES AND THE DISK
 GA3574'CEMENTED IN TOP OF PIPE IS
 GA3574'STAMPED FOUR MILE 1950.
 GA3574'
 GA3574'REFERENCE MARK NO. 1 IS 16 FEET NORTHEAST OF A 14-INCH HICKORY TREE
 GA3574'WITH A TRIANGLE BLAZE ON THE NORTHWEST SIDE.  THE MARK IS A 4-INCH
 GA3574'IRON PIPE FILLED WITH CONCRETE WHICH PROJECTS ABOUT 4 INCHES AND
 GA3574'THE DISK CEMENTED IN THE TOP OF PIPE IS STAMPED FOUR MILE NO 1 1950.
 GA3574'
 GA3574'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF A TRIANGULAR BLAZED HICKORY
 GA3574'TREE, 9 FEET NORTHEAST OF
 GA3574'A TRIANGULAR BLAZED HICKORY TREE AND 8 FEET NORTH
 GA3574'OF CENTER OF A WELL-DEFINED TRAIL.
 GA3574'THE MARK IS A 4-INCH IRON PIPE
 GA3574'FILLED WITH CONCRETE WHICH PROJECTS ABOUT 4 INCHES AND
 GA3574'THE DISK
 GA3574'CEMENTED IN TOP OF PIPE IS STAMPED FOUR MILE NO 2 1950.
 GA3574'
 GA3574'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GA3574'
 GA3574'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E AND STATE
 GA3574'HIGHWAY 66, IN PINEVILLE,
 GA3574'GO NORTHWEST ON HIGHWAY 25E FOR 3.5 MILES TO A PAVED T
 GA3574'ROAD RIGHT, TURN RIGHT ON PAVED
 GA3574'ROAD AND GO EAST AND NORTH FOR 0.2
 GA3574'MILE TO A ROAD FORK, TURN RIGHT ACROSS A BRIDGE
 GA3574'AND GO 0.2 MILE TO A
 GA3574'T ROAD JUNCTION, TURN RIGHT AND GO 0.25 MILE TO A SIDE ROAD LEFT
 GA3574'UNDER A
 GA3574'RAILROAD OVERPASS, TURN LEFT UNDER OVERPASS AND GO 0.35 MILE
 GA3574'TO A DIRT ROAD LEFT UNDER
 GA3574'ANOTHER RAILROAD OVERPASS, TURN LEFT UNDER
 GA3574'RAILROAD OVERPASS AND GO 0.95 MILE UP CREEK
 GA3574'AND CREEK BED TO A WIDE
 GA3574'PARKING AREA ON RIGHT SIDE OF ROAD AND A SLIGHT GRADE UP HILL
 GA3574'AND END OF TRUCK
 GA3574'TRAVEL.  FROM HERE PACK UP ROAD FOR ABOUT 0.1 MILE TO A
 GA3574'HOUSE ON LEFT AND A LARGE
 GA3574'ROCK ON LEFT IN OPEN FIELD, TURN LEFT AND
 GA3574'PACK UP TRAIL WHICH PASSES NEAR VERY LARGE
 GA3574'ROCK ON THE RIGHT AND
 GA3574'FOLLOW MAIN TRAIL UP MOUNTAIN FOR ABOUT 1 MILE TO NEAR THE
 GA3574'TOP OF
 GA3574'MOUNTAIN TURN RIGHT ON MAIN TRAIL AND FOLLOW TRAIL ALONG NEAR THE
 GA3574'TOP OF RIDGE FOR
 GA3574'ABOUT 1/2 MILE TO TWO TRIANGLE BLAZES, ONE ON EITHER
 GA3574'SIDE OF TRAIL, AND STATION ABOUT 25
 GA3574'YARDS ON THE LEFT OR NORTH OF
 GA3574'TRAIL.  (THIS IS ABOUT 1-1/2 MILE PACK - 45 MINUTES.)
 GA3574'
 GA3574'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3493 ***********************************************************************
 GA3493  DESIGNATION -  FOX
 GA3493  PID         -  GA3493
 GA3493  STATE/COUNTY-  KY/HARLAN
 GA3493  USGS QUAD   -  WALLINS CREEK (1974)
 GA3493
 GA3493                         *CURRENT SURVEY CONTROL
 GA3493  ___________________________________________________________________
 GA3493* NAD 83(1993)-  36 48 00.78169(N)    083 22 36.07260(W)     ADJUSTED  
 GA3493* NAVD 88     -      1012.     (meters)    3320.     (feet)  SCALED    
 GA3493  ___________________________________________________________________
 GA3493  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GA3493  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA3493
 GA3493  HORZ ORDER  -  SECOND
 GA3493
 GA3493.The horizontal coordinates were established by classical geodetic methods
 GA3493.and adjusted by the National Geodetic Survey in December 1995..
 GA3493
 GA3493.The orthometric height was scaled from a topographic map.
 GA3493
 GA3493.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3493
 GA3493.The geoid height was determined by GEOID03.
 GA3493
 GA3493;                    North         East     Units Scale Factor Converg.
 GA3493;SPC KY1Z     - 1,054,511.820 1,711,798.045   MT  1.00007977   +1 27 25.6
 GA3493;SPC KY1Z     - 3,459,677.53  5,616,124.09   sFT  1.00007977   +1 27 25.6
 GA3493;SPC KY S     -   554,471.996   711,779.278   MT  0.99998853   +1 26 21.6
 GA3493;SPC KY S     - 1,819,130.21  2,335,229.18   sFT  0.99998853   +1 26 21.6
 GA3493;UTM  17      - 4,075,345.430   287,962.455   MT  1.00015392   -1 25 27.2
 GA3493
 GA3493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3493!SPC KY1Z     -   0.99984604  x   1.00007977  =   0.99992580
 GA3493!SPC KY S     -   0.99984604  x   0.99998853  =   0.99983457
 GA3493!UTM  17      -   0.99984604  x   1.00015392  =   0.99999994
 GA3493
 GA3493:                Primary Azimuth Mark                     Grid Az
 GA3493:SPC KY1Z     -  FOX AZ MK                                010 07 58.2
 GA3493:SPC KY S     -  FOX AZ MK                                010 09 02.2
 GA3493:UTM  17      -  FOX AZ MK                                013 00 51.0
 GA3493
 GA3493|---------------------------------------------------------------------|
 GA3493| PID    Reference Object                     Distance      Geod. Az  |
 GA3493|                                                           dddmmss.s |
 GA3493| DB9372 FOX AZ MK                                          0113523.8 |
 GA3493| DB9373 FOX RM 1                              8.113 METERS 10443     |
 GA3493| GA3485 CHUNKLICK LOOKOUT TOWER             APPROX. 7.3 KM 1844103.3 |
 GA3493| DB9374 FOX RM 2                              5.980 METERS 28345     |
 GA3493|---------------------------------------------------------------------|
 GA3493
 GA3493                          SUPERSEDED SURVEY CONTROL
 GA3493
 GA3493  NAD 83(1993)-  36 48 00.78542(N)    083 22 36.07302(W) AD(       ) 2
 GA3493  NAD 83(1986)-  36 48 00.79034(N)    083 22 36.07783(W) AD(       ) 2
 GA3493  NAD 27      -  36 48 00.49136(N)    083 22 36.41665(W) AD(       ) 2
 GA3493
 GA3493.Superseded values are not recommended for survey control.
 GA3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3493.See file dsdata.txt to determine how the superseded data were derived.
 GA3493
 GA3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8796275345(NAD 83)
 GA3493_MARKER: DS = TRIANGULATION STATION DISK
 GA3493_SETTING: 80 = SET IN A BOULDER
 GA3493_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GA3493
 GA3493  HISTORY     - Date     Condition        Report By
 GA3493  HISTORY     - 1934     MONUMENTED       CGS
 GA3493  HISTORY     - 1950     GOOD             CGS
 GA3493  HISTORY     - 1963     GOOD             CGS
 GA3493
 GA3493                          STATION DESCRIPTION
 GA3493
 GA3493'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3493'STATION IS LOCATED ON THE HIGHEST PART OF FOX KNOB, LOCATED AT
 GA3493'JUNCTION OF TERRY
 GA3493'SPUR AND EWING RIDGE, AND AT HEAD OF CRAWFORD
 GA3493'BRANCH, ABOUT 4.5 MILES SW OF
 GA3493'HARLAN, AND 2.75 MILES SE OF WALLINS
 GA3493'CREEK, KENTUCKY.
 GA3493'
 GA3493'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GA3493'SET IN CONCRETE IN
 GA3493'DEPRESSIONS IN BOULDERS.
 GA3493'
 GA3493'REFERENCE MARK NO. 1 IS ESE OF STATION ON DOWNWARD SLOPE OF RIDGE.
 GA3493'
 GA3493'REFERENCE MARK NO.2 IS IN A BURIED STONE E OF STATION, 2 FEET S OF A
 GA3493'6-INCH WHITE OAK.
 GA3493'
 GA3493'AZIMUTH MARK IS ABOUT 100 YARDS NNE OF STATION, A CROSS CUT ON THE
 GA3493'TOP OF BOULDER.
 GA3493'IT IS ON E SLOPE OF RIDGE, 30 FEET ENE OF BLAZED
 GA3493'30-INCH DEAD CHESTNUT, AND 15 FEET
 GA3493'WSW OF 24-INCH OAK STUMP.
 GA3493'
 GA3493'TO REACH FROM HARLAN NATIONAL BANK, HARLAN, GO N ON MAIN STREET, 1.15
 GA3493'MILES TO JUNCTION
 GA3493'WITH U.S.  HIGHWAY 123, TURN LEFT ON U.S.  HIGHWAY
 GA3493'123, AND PROCEED 8.05 MILES TO A
 GA3493'STONE LUNCH ROOM AND BUS STATION.
 GA3493'TAKE OLD MACADAM ROAD TO LEFT AND FOLLOW THROUGH
 GA3493'WALLINS CREEK, 3.1
 GA3493'MILES, TURN LEFT ACROSS RAILROAD TRACKS JUST AFTER PASSING A SMALL
 GA3493'CEMETERY AND GO
 GA3493'0.2 MILE TO THE HOME OF MR.  A.B.  BARNES, WHICH IS
 GA3493'THE END OF TRUCK TRAVEL.  FROM
 GA3493'HERE GO N ALONG FENCE LINE TO TOP OF
 GA3493'RIDGE, TURN RIGHT AND FOLLOW TO POINT LOCALLY
 GA3493'KNOWN AS THE KNUCKLE,
 GA3493'FROM HERE PROCEED NE ALONG OLD TRAM ROAD TO OLD SUB-STATION,
 GA3493'TURN RIGHT UP
 GA3493'STEEP SLOPE AND CONTINUE ABOUT 1/2 MILE TO STATION.  THE
 GA3493'STATION IS IN A BURIED
 GA3493'STONE AT THE NE EDGE OF SUMMIT, 18.2 FEET NE
 GA3493'OF A 12-INCH WHITE OAK WITH TRIANGULAR
 GA3493'BLAZE.
 GA3493'
 GA3493'A 4-FOOT STAND REQUIRED.
 GA3493
 GA3493                          STATION RECOVERY (1950)
 GA3493
 GA3493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3493'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK, REFERENCE MARK
 GA3493'NO.1 AND REFERENCE MARK
 GA3493'NO.2 WERE FOUND AND ARE IN GOOD CONDITION.  THE
 GA3493'AZIMUTH MARK WAS NOT FOUND.  THE
 GA3493'DIRECTION TO REFERENCE MARK NO.  1
 GA3493'AND NO.  2 FAILED TO CHECK.  THE DISTANCE TO
 GA3493'REFERENCE MARK NO.  1
 GA3493'FAILED TO CHECK.  THE OLD DESCRIPTION IS ADEQUATE.  A NEW TO
 GA3493'REACH THE
 GA3493'STATION FOLLOWS.
 GA3493'
 GA3493'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 119 AND
 GA3493'STATE HIGHWAY NO.
 GA3493'219 IN WALLINS, WHICH IS ABOUT 9 MILES SOUTHWEST OF
 GA3493'HARLAN, GO SOUTHEAST ON STATE
 GA3493'HIGHWAY NO.  219 FOR 2.65 MILES TO A
 GA3493'T-ROAD LEFT, TURN LEFT AND CROSS RAILROAD
 GA3493'TRACKS, HERE TURN A SHARP
 GA3493'LEFT AND GO 0.45 MILE TO WHERE ROAD FORKS, TURN LEFT AND GO
 GA3493'0.15 MILE TO WHERE
 GA3493'ROAD FORKS, TURN LEFT AND GO 0.15 MILE TO WHERE ROAD FORKS,
 GA3493'TURN LEFT AND GO 1.1 MILE
 GA3493'TO A COAL MINE ON THE LEFT, CONTINUE ON
 GA3493'DIRT ROAD FOR 1.0 MILE TO END OF ROAD.  THIS
 GA3493'IS END OF TRUCK TRAVEL,
 GA3493'HERE PACK NORTHWEST ON OLD ROAD FOR ABOUT 0.3 MILE TO END OF
 GA3493'ROAD AND OLD
 GA3493'CONCRETE FOUNDATIONS ON THE LEFT, TURN LEFT AND GO UP HILL ON
 GA3493'RIDGE TO THE TOP OF
 GA3493'HILL AND THE STATION AS DESCRIBED.  (1 HOUR PACK)
 GA3493'
 GA3493'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GA3493
 GA3493                          STATION RECOVERY (1963)
 GA3493
 GA3493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3493'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK AND
 GA3493'REFERENCE MARKS NO.1 AND
 GA3493'NO.  2 WERE RECOVERED IN GOOD CONDITION.  THE STATION WAS
 GA3493'NOT OCCUPIED AT THIS TIME.
 GA3493'THE 1934 DESCRIPTION IS ADEQUATE.  A NEW
 GA3493'TO REACH FOLLOWS.
 GA3493'
 GA3493'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 119 AND 421
 GA3493'IN THE SOUTH EDGE OF
 GA3493'HARLAN, GO WEST ON U.S.  HIGHWAY 119 FOR 8.7 MILES TO
 GA3493'THE JUNCTION OF STATE HIGHWAY
 GA3493'219, TURN LEFT ON STATE HIGHWAY 219 AND
 GA3493'GO 0.85 MILE TO THE WALLINS SCHOOL ON THE LEFT,
 GA3493'CONTINUE ON STATE
 GA3493'HIGHWAY 219 FOR 1.95 MILES TO A SIDE ROAD LEFT, TURN LEFT,
 GA3493'CROSSING
 GA3493'RAILROAD TRACKS, THEN TURN SHARP LEFT ON GRAVELED ROAD AND GO 1.8
 GA3493'MILES TO A FORK,
 GA3493'TURN RIGHT AND GO 0.95 MILE TO A FORK, TURN LEFT AND
 GA3493'GO 0.05 MILE TO A COAL MINE AND END
 GA3493'END OF TRUCK TRAVEL.  PACK EAST
 GA3493'FOLLOWING OLD ROAD AROUND EDGE OF MOUNTAIN FOR ABOUT
 GA3493'0.2 MILE TO A
 GA3493'RAVINE ON THE LEFT, TURN LEFT AND PACK UP RAVINE TO TOP OF MOUNTAIN,
 GA3493'TURN RIGHT AND
 GA3493'FOLLOW ALONG TOP OF RIDGE TO THE HIGHEST POINT AND
 GA3493'STATION.  (1 HOUR PACK)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3321 ***********************************************************************
 GY3321  DESIGNATION -  FOXTOWN
 GY3321  PID         -  GY3321
 GY3321  STATE/COUNTY-  KY/JACKSON
 GY3321  USGS QUAD   -  MC KEE (1976)
 GY3321
 GY3321                         *CURRENT SURVEY CONTROL
 GY3321  ___________________________________________________________________
 GY3321* NAD 83(1993)-  37 29 12.42711(N)    083 59 42.63301(W)     ADJUSTED  
 GY3321* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 GY3321  ___________________________________________________________________
 GY3321  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 GY3321  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY3321
 GY3321  HORZ ORDER  -  THIRD
 GY3321
 GY3321.The horizontal coordinates were established by classical geodetic methods
 GY3321.and adjusted by the National Geodetic Survey in December 1995..
 GY3321
 GY3321.The orthometric height was scaled from a topographic map.
 GY3321
 GY3321.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3321
 GY3321.The geoid height was determined by GEOID03.
 GY3321
 GY3321;                    North         East     Units Scale Factor Converg.
 GY3321;SPC KY1Z     - 1,129,472.491 1,655,178.117   MT  0.99992793   +1 04 38.6
 GY3321;SPC KY1Z     - 3,705,611.00  5,430,363.54   sFT  0.99992793   +1 04 38.6
 GY3321;SPC KY S     -   629,445.330   655,181.599   MT  0.99994894   +1 03 51.2
 GY3321;SPC KY S     - 2,065,105.22  2,149,541.63   sFT  0.99994894   +1 03 51.2
 GY3321;UTM  17      - 4,153,089.961   235,177.983   MT  1.00046394   -1 49 25.9
 GY3321;UTM  16      - 4,153,117.176   765,675.289   MT  1.00046952   +1 49 47.1
 GY3321
 GY3321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3321!SPC KY1Z     -   0.99993606  x   0.99992793  =   0.99986400
 GY3321!SPC KY S     -   0.99993606  x   0.99994894  =   0.99988501
 GY3321!UTM  17      -   0.99993606  x   1.00046394  =   1.00039998
 GY3321!UTM  16      -   0.99993606  x   1.00046952  =   1.00040555
 GY3321
 GY3321:                Primary Azimuth Mark                     Grid Az
 GY3321:SPC KY1Z     -  OLD ORCHARD                              070 55 28.5
 GY3321:SPC KY S     -  OLD ORCHARD                              070 56 15.9
 GY3321:UTM  17      -  OLD ORCHARD                              073 49 33.0
 GY3321:UTM  16      -  OLD ORCHARD                              070 10 20.0
 GY3321
 GY3321|---------------------------------------------------------------------|
 GY3321| PID    Reference Object                     Distance      Geod. Az  |
 GY3321|                                                           dddmmss.s |
 GY3321| GY3351 OLD ORCHARD                         APPROX.10.7 KM 0720007.1 |
 GY3321| DB9375 FOXTOWN RM 1                         25.599 METERS 15718     |
 GY3321| GY2543 TT 40 EV                             13.875 METERS 25053     |
 GY3321|---------------------------------------------------------------------|
 GY3321
 GY3321                          SUPERSEDED SURVEY CONTROL
 GY3321
 GY3321  NAD 83(1986)-  37 29 12.43303(N)    083 59 42.63837(W) AD(       ) 3
 GY3321  NAD 27      -  37 29 12.12600(N)    083 59 42.90000(W) AD(       ) 3
 GY3321
 GY3321.Superseded values are not recommended for survey control.
 GY3321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3321.See file dsdata.txt to determine how the superseded data were derived.
 GY3321
 GY3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB3517853090(NAD 83)
 GY3321_MARKER: DS = TRIANGULATION STATION DISK
 GY3321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3321
 GY3321  HISTORY     - Date     Condition        Report By
 GY3321  HISTORY     - 1951     MONUMENTED       CGS
 GY3321  HISTORY     - 1963     GOOD             CGS
 GY3321
 GY3321                          STATION DESCRIPTION
 GY3321
 GY3321'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GY3321'STATION IS LOCATED ABOUT 4 MILES NORTH OF MCKEE.  IT IS 36 FEET
 GY3321'SOUTHEAST OF A 10 INCH OAK TREE, 25 FEET NORTHEAST OF THE CENTER
 GY3321'OF A GRAVEL ROAD (THIS GRAVEL ROAD IS PROPOSED STATE HIGHWAY NO. 89)
 GY3321'AND 4 FEET WEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE
 GY3321'DISK IS STAMPED FOXTOWN 1951.
 GY3321'
 GY3321'REFERENCE MARK NO. 1 IS 19 FEET NORTHEAST OF THE CENTER OF GRAVEL
 GY3321'ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED FOXTOWN NO 1
 GY3321'1951.
 GY3321'
 GY3321'TT 40 EV (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 19 FEET
 GY3321'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 16 FEET SOUTHEAST OF
 GY3321'A 10 INCH TWIN OAK TREE AND 1 FOOT SOUTHWEST OF A WHITE WITNESS POST.
 GY3321'THE MARK IS A 6 X 6 INCH CONCRETE POST WHICH PROJECTS 2 INCHES
 GY3321'WITH A STANDARD USGS BRONZE BENCH MARK DISK ATOP STAMPED TT 40 EV
 GY3321'1950 (1439 FEET ABOVE SEA LEVEL).
 GY3321'
 GY3321'TO REACH THE STATION FROM THE JACKSON COUNTY COURTHOUSE IN MCKEE, GO
 GY3321'NORTH ON A DIRT ROAD FOR 3.1 MILES TO A T-ROAD RIGHT, CONTINUE
 GY3321'STRAIGHT AHEAD FOR 1.5 MILE TO WHERE ROAD FORKS, TURN LEFT AND GO
 GY3321'1.85 MILE TO THE STATION ON THE RIGHT.
 GY3321'
 GY3321'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GY3321
 GY3321                          STATION RECOVERY (1963)
 GY3321
 GY3321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 GY3321'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GY3321'CONDITION.  FOLLOWING IS A MORE COMPLETE AND CONCISE DESCRIPTION AND
 GY3321'TO-REACH FOR THE STATION.
 GY3321'
 GY3321'THE STATION IS ALONG THE EAST RIGHT-OF-WAY OF STATE ROUTE 89 IN THE
 GY3321'CUMBERLAND NATIONAL FOREST ABOUT 4 MILES NORTH OF MCKEE.
 GY3321'
 GY3321'TO REACH FROM THE SOUTHWEST CORNER OF THE JACKSON COUNTY COURTHOUSE
 GY3321'SQUARE IN MCKEE, GO NORTH ON A GRAVELED ROAD FOR 3.0 MILES TO THE
 GY3321'JUNCTION OF STATE ROUTE 89 AT THE TOP OF A PROMINENT RIDGE.  HERE
 GY3321'TURN LEFT AND GO WEST AND NORTHWESTERLY ON STATE ROUTE 89
 GY3321'(GRAVELED), FOR 1.5 MILES TO A FORK, KEEP LEFT FORK AND CONTINUE
 GY3321'NORTHWESTERLY AND NORTH ON STATE ROUTE 89 FOR 1.85 MILES TO THE
 GY3321'STATION ON THE RIGHT AS DESCRIBED.
 GY3321'
 GY3321'THE STATION IS 35 FEET SOUTHEAST OF A 16-INCH, TRIANGLE BLAZED,
 GY3321'TANBARK OAK TREE, 32 FEET WEST OF A GUYED TELEPHONE POLE, 25 FEET
 GY3321'NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 89, AND 1.0 FOOT
 GY3321'SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GY3321'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT ABOUT 1
 GY3321'INCH BELOW THE SURFACE AND THE DISK IS STAMPED FOXTOWN 1951.
 GY3321'
 GY3321'REFERENCE MARK NO. 1 IS 19 FEET EAST OF THE APPROXIMATE CENTER OF
 GY3321'STATE ROUTE 89 AND 5 FEET SOUTHWEST OF AN 8-INCH, TRIANGLE BLAZED,
 GY3321'PINE TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 GY3321'SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 GY3321'STAMPED FOXTOWN NO 1 1951.
 GY3321'
 GY3321'TT 40 EV (USGS) ACROSS THE HIGHWAY FROM THE STATION WAS USED AS A
 GY3321'REFERENCE MARK.  IT IS 26 FEET NORTH-NORTHWEST OF AN 8-INCH HICKORY
 GY3321'TREE, 18 FEET WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF STATE
 GY3321'ROUTE 89, 14 FEET SOUTHEAST OF A 16-INCH, TRIANGLE BLAZED, BLACK
 GY3321'OAK TREE, AND 1.4 FEET WESTSOUTHWEST OF A WHITE, WOODEN, WITNESS
 GY3321'POST.  IT IS A U. S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN A
 GY3321'6-INCH SQUARE, FLUSH, CONCRETE POST AND THE DISK IS STAMPED TT
 GY3321'40EV 1950 1439.377.
 GY3321'
 GY3321'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 1 AND TT 40EV
 GY3321'1950 (USGS) IS 97.78 FEET.
 GY3321'
 GY3321'NO AZIMUTH MARK WAS EVER ESTABLISHED FOR THIS STATION.
 GY3321'
 GY3321'HIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2491 ***********************************************************************
 HZ2491  DESIGNATION -  FRANKFORT
 HZ2491  PID         -  HZ2491
 HZ2491  STATE/COUNTY-  KY/FRANKLIN
 HZ2491  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ2491
 HZ2491                         *CURRENT SURVEY CONTROL
 HZ2491  ___________________________________________________________________
 HZ2491* NAD 83(1993)-  38 12 16.64959(N)    084 52 18.70521(W)     ADJUSTED  
 HZ2491* NAVD 88     -       240.4    (meters)     789.     (feet)  VERTCON   
 HZ2491  ___________________________________________________________________
 HZ2491  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 HZ2491  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HZ2491
 HZ2491  HORZ ORDER  -  SECOND
 HZ2491
 HZ2491.The horizontal coordinates were established by classical geodetic methods
 HZ2491.and adjusted by the National Geodetic Survey in December 1995..
 HZ2491
 HZ2491.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2491
 HZ2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2491
 HZ2491.The geoid height was determined by GEOID03.
 HZ2491
 HZ2491;                    North         East     Units Scale Factor Converg.
 HZ2491;SPC KY1Z     - 1,208,043.830 1,576,906.978   MT  0.99992130   +0 32 20.9
 HZ2491;SPC KY1Z     - 3,963,390.47  5,173,568.98   sFT  0.99992130   +0 32 20.9
 HZ2491;SPC KY N     -    78,394.775   445,534.309   MT  0.99997253   -0 23 12.6
 HZ2491;SPC KY N     -   257,200.19  1,461,723.81   sFT  0.99997253   -0 23 12.6
 HZ2491;UTM  16      - 4,230,659.757   686,334.583   MT  1.00002762   +1 18 59.7
 HZ2491
 HZ2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2491!SPC KY1Z     -   0.99996755  x   0.99992130  =   0.99988885
 HZ2491!SPC KY N     -   0.99996755  x   0.99997253  =   0.99994008
 HZ2491!UTM  16      -   0.99996755  x   1.00002762  =   0.99999517
 HZ2491
 HZ2491|---------------------------------------------------------------------|
 HZ2491| PID    Reference Object                     Distance      Geod. Az  |
 HZ2491|                                                           dddmmss.s |
 HZ2491| DB9381 FRANKFORT RM 5                       16.463 METERS 05000     |
 HZ2491| DB9380 FRANKFORT RM 4                       14.441 METERS 05718     |
 HZ2491| DB9378 FRANKFORT RM 2                       23.973 METERS 08924     |
 HZ2491| HZ2493 FRANKFORT ASYLUM TANK               APPROX. 1.3 KM 1442229.9 |
 HZ2491| HZ2500 FRANKFORT STATE CAPITOL DOME        APPROX. 2.0 KM 1885003.8 |
 HZ2491| DB9376 FRANKFORT AZ MK RESET                              1892131.9 |
 HZ2491| DB9379 FRANKFORT RM 3                       30.346 METERS 33604     |
 HZ2491| DB9377 FRANKFORT RM 1                       30.328 METERS 33604     |
 HZ2491| DB9382 FRANKFORT RM 6                       30.343 METERS 33605     |
 HZ2491|---------------------------------------------------------------------|
 HZ2491
 HZ2491                          SUPERSEDED SURVEY CONTROL
 HZ2491
 HZ2491  NAD 83(1986)-  38 12 16.65384(N)    084 52 18.71304(W) AD(       ) 2
 HZ2491  NAD 27      -  38 12 16.39300(N)    084 52 18.88900(W) AD(       ) 2
 HZ2491  NGVD 29 (07/19/86)  240.6    (m)          789.     (f) VERT ANG       
 HZ2491
 HZ2491.Superseded values are not recommended for survey control.
 HZ2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2491.See file dsdata.txt to determine how the superseded data were derived.
 HZ2491
 HZ2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8633530660(NAD 83)
 HZ2491_MARKER: DS = TRIANGULATION STATION DISK
 HZ2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2491
 HZ2491  HISTORY     - Date     Condition        Report By
 HZ2491  HISTORY     - 1935     MONUMENTED       CGS
 HZ2491  HISTORY     - 1960     GOOD             PAS
 HZ2491  HISTORY     - 1960     GOOD             CGS
 HZ2491  HISTORY     - 1960     GOOD             CGS
 HZ2491  HISTORY     - 1970     GOOD             NGS
 HZ2491  HISTORY     - 1970     GOOD             NGS
 HZ2491  HISTORY     - 1987     MARK NOT FOUND   LOCSUR
 HZ2491
 HZ2491                          STATION DESCRIPTION
 HZ2491
 HZ2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2491'STATION IS ON THE PROPERTY OF MR. LESLIE W MORRIS OF THE FARMERS
 HZ2491'NATIONAL BANK, IN FRANKFORT.  IT IS ON FORT HILL ABOUT 1 MILE N OF
 HZ2491'THE STATE CAPITOL BUILDING IN FRANKFORT.
 HZ2491'
 HZ2491'SURFACE, UNDERGROUND AND REFERENCE MARK NO.1 ARE STANDARD BRONZE
 HZ2491'DISKS SET IN CONCRETE.
 HZ2491'
 HZ2491'REFERENCE MARK NO.1 IS NW OF THE STATION IN AN OPEN FIELD, 15 YARDS N
 HZ2491'OF A 20 INCH LOCUST TREE.  ABOUT 40 YARDS ESE OF FRONT OF HOUSE AND
 HZ2491'PROJECTS ABOUT 12 INCHES.
 HZ2491'
 HZ2491'REFERENCE MARK NO.2 IS ENE OF THE STATION.  22 YARDS SSE OF A 14 INCH
 HZ2491'LOCUST TREE.  16 YARDS NNE OF FENCE LINE.  IT IS A STANDARD DISK SET
 HZ2491'IN GENERAL ROCK OUTCROP WHICH IS FLUSH WITH GROUND.
 HZ2491'
 HZ2491'AZIMUTH MARK IS S OF THE STATION.  A STANDARD BRONZE DISK SET IN A
 HZ2491'DRILL HOLE IN SIDEWALK DIRECTLY IN FRONT OF THE STATE CAPITOL
 HZ2491'BUILDING, 18 FEET S OF CURB, 6 FEET N OF FIRST STEP INTO CAPITOL
 HZ2491'GROUNDS.
 HZ2491'
 HZ2491'TO REACH FROM THE N END OF WASHINGTON STREET GO NW ON GRAVEL ROAD UP
 HZ2491'HILL FOR 0.55 MILE TO HOUSE ON TOP AND STATION ABOUT 65 YARDS SE OF
 HZ2491'SAME.
 HZ2491'
 HZ2491'THE STATION MARK IS 1 FOOT NNE OF FENCE LINE.  72 FEET ESE OF A 20
 HZ2491'INCH LOCUST TREE.  63 FEET S OF A 14 INCH LOCUST TREE AND PROJECTS
 HZ2491'ABOUT 3 INCHES.
 HZ2491'
 HZ2491'A 77 FOOT TOWER WILL CLEAR ALL LINES.
 HZ2491'
 HZ2491'NOTE--NATURAL OBJECTS VISIBLE FROM THE GROUND WERE CUT IN WITH FOUR
 HZ2491'POSITIONS BUT DUE TO DARKNESS THE RESULTS OBTAINED MAKE THEM
 HZ2491'UNSUITABLE FOR USE AS ADDITIONAL AZIMUTH MARKS.
 HZ2491
 HZ2491                          STATION RECOVERY (1960)
 HZ2491
 HZ2491'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ2491'THE STATION AND AZIMUTH MARKS WERE FOUND IN GOOD CONDITION.
 HZ2491'REFERENCE MARK 1 HAS BEEN DESTROYED.  THE CONCRETE POST IS STILL IN
 HZ2491'THE GROUND BUT ABOUT 4 INCHES OF THE TOP WAS KNOCKED OFF BY SOME
 HZ2491'SORT OF MACHINERY.
 HZ2491'
 HZ2491'REFERENCE MARK 2 WAS SEARCHED FOR BUT COULD NOT BE FOUND.  THE
 HZ2491'DISTANCE FROM THE STATION TO THE MARK (78.65 FEET) WAS TAPED AND A
 HZ2491'SMALL DRILL HOLE WAS FOUND IN THE ROCK OUTCROP WHICH IS BELIEVED TO
 HZ2491'BE WHERE THE TABLET WAS.  THE ROCK OUTCROP SHOWED DEFINITE SIGNS OF
 HZ2491'HAVING BEEN CHIPPED OFF AND IT IS NOW SHALY.
 HZ2491'
 HZ2491'THE HOUSE MENTIONED IN THE STATION DESCRIPTION HAS BEEN TORN DOWN.
 HZ2491'THE HILL IS NOW COVERED WITH BRUSH AND THORN BUSHES.  THE PROPERTY IS
 HZ2491'STILL OWNED BY MR. LESLIE MORRIS.
 HZ2491'
 HZ2491'THE TO REACH IS ADEQUATE ALTHOUGH THE GRAVEL ROAD MENTIONED HAS BEEN
 HZ2491'ABANDONED, AND IN WET WEATHER THE STATION COULD ONLY BE REACHED BY A
 HZ2491'FOUR WHEEL DRIVE VEHICLE.
 HZ2491'
 HZ2491'THE AZIMUTH MARK DESCRIPTION IS ADEQUATE.
 HZ2491'
 HZ2491'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 HZ2491
 HZ2491                          STATION RECOVERY (1960)
 HZ2491
 HZ2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 HZ2491'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE
 HZ2491'IN GOOD CONDITION.  THE CONCRETE MONUMENT CONTAINING REFERENCE MARK
 HZ2491'1 HAS BEEN BROKEN OFF ABOUT 4 INCHES ABOVE THE GROUND.  THE BROKEN
 HZ2491'PORTION WAS SEARCHED FOR BUT WAS NOT FOUND.  REFERENCE MARK 2 HAS
 HZ2491'BEEN REMOVED FROM THE DRILL HOLE IN THE BEDROCK.  THE DISTANCE AND
 HZ2491'DIRECTIONS TO THE CENTER OF THE REMAINING DRILL HOLE WAS VERIFIED.
 HZ2491'THE PREVIOUS ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY.
 HZ2491
 HZ2491                          STATION RECOVERY (1960)
 HZ2491
 HZ2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ELH)
 HZ2491'THE STATION MARK AND THE AZIMUTH MARK WAS RECOVERED, AND FOUND IN
 HZ2491'GOOD CONDITION.  REFERENCE MARKS NO.1 AND NO.2 WERE NOT RECOVERED,
 HZ2491'AND THE DISKS WERE NOT FOUND.  THE MONUMENT FOR REFERENCE MARK NO.1
 HZ2491'WAS IN PLACE, BUT THE MONUMENT HAD BEEN BROKEN OFF SQUARELY ABOUT 4
 HZ2491'INCHES ABOVE THE GROUND LEVEL.  REFERENCE MARK NO.3 DISK WAS SET
 HZ2491'IN A DRILLED HOLE IN THE TOP OF THIS OLD MONUMENT.  A NEW DESCRIPTION
 HZ2491'FOLLOWS.
 HZ2491'
 HZ2491'THE STATION IS ABOUT 1 MILE NORTH OF THE STATE CAPITOL BUILDING IN
 HZ2491'FRANKFORT, AND ON A HIGH HILL THAT IS KNOWN AS FORT HILL.  IT IS ON
 HZ2491'THE PROPERTY OF LESLIE W. MORRIS, A LAWYER IN FRANKFORT, KENTUCKY.
 HZ2491'THE LOCAL DESCRIPTION OF THE STATION HAS CHANGED, AS THE HOUSE
 HZ2491'MENTIONED IN OLD DESCRIPTION HAS BEEN DESTROYED BY FIRE, AND FENCES
 HZ2491'MENTIONED HAVE ALSO BEEN DESTROYED.  THIS AREA NOW IS COVERED WITH
 HZ2491'HEAVY UNDERBRUSH AND MANY OSAGE ORANGE HEDGE TREE.  THE STATION IS
 HZ2491'APPROXIMATE 165 FEET SOUTHEAST OF A LARGE WOODEN GATE POST NEAR THE
 HZ2491'ENTRANCE TO AREA OF OLD RESIDENCE AND 2 FEET WEST OF A METAL WITNESS
 HZ2491'POST.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 HZ2491'FRANKFORT 1935.
 HZ2491'
 HZ2491'REFERENCE MARK NO.3 IS NORTHWEST OF THE STATION, 27 FEET SOUTH OF A
 HZ2491'PILE OF ROCK THAT IS ABOUT 10 FEET IN DIAMETER.  THE DISK IS SET IN
 HZ2491'A DRILLED HOLE IN THE TOP OF THE OLD REFERENCE MARK NO 1 MONUMENT.
 HZ2491'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FRANKFORT NO 3
 HZ2491'1935.
 HZ2491'
 HZ2491'REFERENCE MARK NO.4 IS NORTH NORTHWEST OF THE STATION.  THE DISK IS
 HZ2491'SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 HZ2491'GROUND.  THE DISK IS STAMPED FRANKFORT NO 4 1935.
 HZ2491'
 HZ2491'THE AZIMUTH MARK IS ABOUT 1 MILE SOUTH OF THE STATION.  THE DISK IS
 HZ2491'SET IN A DRILLED HOLE IN THE SIDEWALK AT THE FRONT ENTRANCE (NORTH)
 HZ2491'TO THE KENTUCKY STATE CAPITOL BUILDING.  THIS MARKER WAS TO BE MOVED
 HZ2491'IN 1960, AS A NEW SIDEWALK WAS BUILT OVER THE OLD SIDEWALK (6
 HZ2491'INCHES DEEP WITH NEW CONCRETE), AND EXTENDED NORTH ABOUT 3 FEET INTO
 HZ2491'CAPITOL STREET.  SINCE THE OLD SIDEWALK WAS IN GOOD CONDITION, THE
 HZ2491'FRESH CEMENT WAS PLACED OVER THE OLD.  THE AZIMUTH MARK WAS LEFT IN
 HZ2491'ITS ORIGINAL POSITION WITH A 4 INCH IRON PIPE PLACED OVER THE DISK,
 HZ2491'AND ON THE TOP OF IRON PIPE ACOVER (IRON) OR CAP PLACED WITH SIDEWALK
 HZ2491'LEVEL.  THERE WAS CONSTRUCTION ON CAPITOL STREET NEAR THIS LOCATION
 HZ2491'WHICH WOULD NOT PERMIT MOVING THIS AZIMUTH MARK ON LINE TO STATION
 HZ2491'FRANKFORT 1935.  THIS DISK IS 6 INCHES BELOW SIDEWALK LEVEL, AND THE
 HZ2491'DISK IS STAMPED FRANKFORT 1935.
 HZ2491'
 HZ2491'TO REACH THE STATION FROM THE NORTH END OF WASHINGTON STREET IN
 HZ2491'FRANKFORT, GO NORTHWEST ON GRAVELED ROAD UP HILL FOR 0.1 MILE TO A
 HZ2491'FRAME HOUSE ON THE LEFT, TURN RIGHT UP WASHED OUT ROAD AND GO 0.45
 HZ2491'MILE TO THE SUMMIT OF HILL AND A FLAT AREA WHERE AN OLD HOUSE ONCE
 HZ2491'STOOD, AND THE STATION AS DESCRIBED.
 HZ2491'
 HZ2491'OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 HZ2491
 HZ2491                          STATION RECOVERY (1970)
 HZ2491
 HZ2491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HZ2491'THE STATION MARK ONLY WAS RECOVERED IN GOOD CONDITION.  THE CONCRETE
 HZ2491'MONUMENT FOR THE ORIGINAL REFERENCE MARK NO. 1 AND 1960 REFERENCE
 HZ2491'MARK NO. 3 WAS RECOVERED FIRM IN THE GROUND BUT WITH THE DISK SET
 HZ2491'IN 1960 REMOVED.  THE DRILL HOLE FOR OLD REFERENCE MARK NO. 4 SET
 HZ2491'IN 1960 WAS FOUND WITH THE DISK REMOVED, AND THE ROCK VERY
 HZ2491'SHALY.  THE POINT HELD BY THE AZIMUTH MARK AS ESTABLISHED IN 1935,
 HZ2491'AND WITH A FOUR INCH IRON PIPE WITH CAP PLACED OVER IT IN 1960
 HZ2491'ABOUT 6 INCHES BELOW A NEW SIDEWALK WAS FOUND WITH THE CAP GONE
 HZ2491'AND THE IRON PIPE FILLED WITH CONCRETE.  THE TOP OF THE CONCRETE
 HZ2491'WAS CHISELED AWAY SO THAT THE IRON PIPE WAS CLEARLY VISIBLE AND
 HZ2491'THE EXACT CENTER OF THE PIPE MARKED AND THE POINT HELD.  THE NEW
 HZ2491'REFERENCE MARKS NO. 5 AND NO. 6 WERE ESTABLISHED.  THE STATION
 HZ2491'WAS THEN OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED USING
 HZ2491'POSITIONED INTERSECTION STATION FRANKFORT, STATE CAPITOL DOME
 HZ2491'1935 AS THE INITIAL.  WHEN THE ANGLE OBSERVED THIS DATE BETWEEN
 HZ2491'THE CAPITOL DOME AND THE AZIMUTH MARK WAS CHECKED AGAINST THE 1935
 HZ2491'OBSERVATIONS, A DISCREPANCY OF ONLY + 00.7 OF A SECOND WAS NOTED.
 HZ2491'THEREFORE THE POINT HELD IN THE CENTER OF THE PIPE FILLED WITH
 HZ2491'CONCRETE WAS STAR DRILLED AND A NEW AZIMUTH MARK DISK STAMPED
 HZ2491'FRANKFORT 1935 1970 WAS CEMENTED IN THE DRILL HOLE FLUSH WITH THE
 HZ2491'TOP OF THE SIDEWALK AND IS BELIEVED TO MARK THE SAME
 HZ2491'HORIZONTAL POSITION AS DID THE ORIGINAL MARK, BUT AS A BENCH MARK THE
 HZ2491'ORIGINAL DISK IS DESTROYED.
 HZ2491'
 HZ2491'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HZ2491'
 HZ2491'THE STATION IS LOCATED NEAR THE SUMMIT OF A LARGE, PROMINENT HILL
 HZ2491'KNOWN LOCALLY AS FORT HILL, ABOUT 1.2 MILES NORTH OF THE KENTUCKY
 HZ2491'STATE CAPITOL BUILDING IN FRANKFORT AND IS NOW ON THE PROPERTY OF
 HZ2491'THE FRANKFORT MUNICIPAL GOVERNMENT, UTILITY AND PARK BOARD.
 HZ2491'
 HZ2491'TO REACH THE STATION FROM THE BROADWAY OVERPASS BRIDGE OF THE L. AND
 HZ2491'N. RAILROAD AT THE INTERSECTION OF BROADWAY STREET, LEESTOWN ROAD
 HZ2491'AND U. S. HIGHWAY 421 IN FRANKFORT, GO NORTHERLY ON LEESTOWN ROAD
 HZ2491'FOR 1.0 MILE TO THE T INTERSECTION OF OAKLAWN DRIVE ON THE RIGHT.
 HZ2491'HERE TURN RIGHT AND GO EASTERLY ON OAKLAWN DRIVE FOR 0.4 OF A
 HZ2491'MILE TO THE T INTERSECTION OF REILLY ROAD ON THE LEFT, (SHORT
 HZ2491'STUB RIGHT AND DEAD END STRAIGHT AHEAD).  HERE TURN LEFT ON REILLY
 HZ2491'ROAD AND GO NORTHERLY FOR ABOUT 0.05 OF A MILE TO THE T
 HZ2491'INTERSECTION OF PLEASANT HILL DRIVE ON THE LEFT AND A GRADED
 HZ2491'ROAD RIGHT.  HERE TURN RIGHT ON THIS GRADED ROAD AND GO EAST,
 HZ2491'NORTH, AND NORTHWESTERLY, UPHILL, FOR 0.6 OF A MILE TO THE
 HZ2491'SUMMIT OF THE HILL NEAR A CIRCULAR TURN-AROUND AND THE STATION ON
 HZ2491'THE LEFT ABOUT 40 YARDS SOUTH-SOUTHEAST OF A FENCED ENCLOSURE AROUND
 HZ2491'A SMALL TRANSMITTING SHACK AS DESCRIBED.
 HZ2491'
 HZ2491'THE STATION IS 122 FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE
 HZ2491'FENCED ENCLOSURE, 41 FEET SOUTH OF THE APPROXIMATE CENTER OF A ROCKY
 HZ2491'ROAD, 26 FEET EAST OF A 12-INCH HACKBERRY TREE, 2.3 FEET WEST OF AN
 HZ2491'OLD IRON WITNESS POST, 1.0 FOOT NORTH OF AN OLD FENCE, 0.9 OF A
 HZ2491'FOOT SOUTH OF A METAL WITNESS POST AND SIGN, AND NEAR THE EDGE OF
 HZ2491'THE POINT WHERE THE HILL BREAKS SHARP TO THE SOUTH.  IT IS A
 HZ2491'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 HZ2491'MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 HZ2491'FRANKFORT 1935.
 HZ2491'
 HZ2491'REFERENCE MARK NO. 5 IS 101 FEET EAST-SOUTHEAST OF THE SOUTH CORNER
 HZ2491'OF THE FENCED ENCLOSURE, 22 FEET NORTHEAST OF THE APPROXIMATE CENTER
 HZ2491'OF THE JUNCTION OF THE ROCKY ROADS, 13 FEET NORTH OF THE
 HZ2491'APPROXIMATE CENTER OF THE ROCKY ROAD, 12 FEET SOUTH OF THE SOUTH
 HZ2491'EDGE OF AN OLD AMMUNITION MAGAZINE, AND ABOUT 2 FEET BELOW THE
 HZ2491'STATION ELEVATION.  IT IS A STANDARD DISK CEMENTED IN
 HZ2491'A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 HZ2491'SURROUNDING SURFACE AND THE DISK IS STAMPED FRANKFORT 1935 NO 5
 HZ2491'1970.
 HZ2491'
 HZ2491'REFERENCE MARK NO. 6 IS 94 FEET SOUTH-SOUTHEAST OF A POWERLINE
 HZ2491'TRANSFORMER POLE, 52.5 FEET SOUTH OF THE WEST CORNER OF THE
 HZ2491'FENCED ENCLOSURE, 43.7 FEET SOUTHWEST OF THE EAST CORNER OF THE
 HZ2491'FENCED ENCLOSURE, 30.5 FEET NORTH OF THE APPROXIMATE CENTER OF A FORK
 HZ2491'IN GRADED ROAD, 29 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 HZ2491'FORK IN GRADED ROAD, AND 1.0 FOOT NORTH OF A METAL WITNESS POST
 HZ2491'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 HZ2491'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS
 HZ2491'STAMPED FRANKFORT 1935 NO 6 1970.
 HZ2491'
 HZ2491'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 5 AND
 HZ2491'REFERENCE MARK NO. 6 IS 99.21 FEET - (30.239) METERS.
 HZ2491'
 HZ2491'THE AZIMUTH MARK IS LOCATED IN THE SIDEWALK AT THE BOTTOM OF THE
 HZ2491'STEPS AT THE NORTH ENTRANCE INTO THE KENTUCKY STATE CAPITOL
 HZ2491'BUILDING.  IT IS 18.8 FEET SOUTH OF THE EDGE OF THE CONCRETE
 HZ2491'CURBING ALONG THE SOUTH SIDE OF STATE STREET, 18 FEET WEST OF THE
 HZ2491'EXTENDED CENTER OF THE MEDIAN OF CAPITOL AVENUE, 8.0 FEET
 HZ2491'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE STONE BASE OF AN
 HZ2491'ORNAMENTAL LAMPPOST, 4.9 FEET EAST-SOUTHEAST OF THE NORTHEAST
 HZ2491'CORNER OF THE STONE BALLUSTRADE ALONG THE WEST EDGE OF THE
 HZ2491'ENTRANCE STEPS, AND 2.6 FEET NORTH OF THE NORTH EDGE OF THE BOTTOM
 HZ2491'STEP.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP
 HZ2491'OF THE SIDEWALK AND IS STAMPED FRANKFORT 1935 1970.  NO NOTE.
 HZ2491'
 HZ2491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTH SECTION
 HZ2491'OF FRANKFORT.
 HZ2491
 HZ2491                          STATION RECOVERY (1970)
 HZ2491
 HZ2491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DLV)
 HZ2491'THE STATION MARK WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 HZ2491'ADDITIONS--THE DIRT ROAD LEADING UP THE HILL FROM THE WEST TO THE
 HZ2491'STATION HAS BEEN SEVERED BY AN APARTMENT COMPLEX.  ACCESS MAY BE
 HZ2491'MADE ON FOOT UP THE ROAD FROM THE APARTMENT PARKING LOT, OR
 HZ2491'POSSIBLY ONE CAN DRIVE UP A ROAD ON THE EAST SIDE OF THE HILL.  THE
 HZ2491'LATTER ROAD WAS NOT CHECKED OUT DUE TO LACK OF TIME.  THE
 HZ2491'STATION MARK IS 138 FEET SE OF THE SE CORNER OF A FENCE WHICH
 HZ2491'ENCLOSES AN 8 FEET BY 8 FEET TRANSFORMER BUILDING AND IS 47 FEET
 HZ2491'SOUTH OF A DIRT ROAD.  THE POST IS ALL THAT REMAINS OF THE
 HZ2491'WITNESS POST.
 HZ2491'
 HZ2491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 HZ2491'STATE CAPITAL BUILDING FRANKFORT, KY.
 HZ2491
 HZ2491                          STATION RECOVERY (1987)
 HZ2491
 HZ2491'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (EBS)
 HZ2491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2500 ***********************************************************************
 HZ2500  DESIGNATION -  FRANKFORT STATE CAPITOL DOME
 HZ2500  PID         -  HZ2500
 HZ2500  STATE/COUNTY-  KY/FRANKLIN
 HZ2500  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ2500
 HZ2500                         *CURRENT SURVEY CONTROL
 HZ2500  ___________________________________________________________________
 HZ2500* NAD 83(1993)-  38 11 12.17479(N)    084 52 31.40149(W)     ADJUSTED  
 HZ2500* NAVD 88     -                                                        
 HZ2500  ___________________________________________________________________
 HZ2500  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HZ2500  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HZ2500
 HZ2500  HORZ ORDER  -  THIRD
 HZ2500
 HZ2500.The horizontal coordinates were established by classical geodetic methods
 HZ2500.and adjusted by the National Geodetic Survey in December 1995..
 HZ2500
 HZ2500
 HZ2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2500
 HZ2500.The geoid height was determined by GEOID03.
 HZ2500
 HZ2500;                    North         East     Units Scale Factor Converg.
 HZ2500;SPC KY1Z     - 1,206,053.198 1,576,616.746   MT  0.99991956   +0 32 13.1
 HZ2500;SPC KY1Z     - 3,956,859.53  5,172,616.77   sFT  0.99991956   +0 32 13.1
 HZ2500;SPC KY N     -    76,408.990   445,211.927   MT  0.99997400   -0 23 20.5
 HZ2500;SPC KY N     -   250,685.16  1,460,666.13   sFT  0.99997400   -0 23 20.5
 HZ2500;UTM  16      - 4,228,665.159   686,071.350   MT  1.00002642   +1 18 49.9
 HZ2500
 HZ2500                          SUPERSEDED SURVEY CONTROL
 HZ2500
 HZ2500  NAD 83(1986)-  38 11 12.17883(N)    084 52 31.40927(W) AD(       ) 4
 HZ2500  NAD 27      -  38 11 11.91700(N)    084 52 31.58700(W) AD(       ) 3
 HZ2500
 HZ2500.Superseded values are not recommended for survey control.
 HZ2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2500.See file dsdata.txt to determine how the superseded data were derived.
 HZ2500
 HZ2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8607128665(NAD 83)
 HZ2500_MARKER: 87 = DOME
 HZ2500
 HZ2500  HISTORY     - Date     Condition        Report By
 HZ2500  HISTORY     - 1935     FIRST OBSERVED   CGS
 HZ2500  HISTORY     - 1960     GOOD             CGS
 HZ2500  HISTORY     - 1975     GOOD             NGS
 HZ2500
 HZ2500                          STATION DESCRIPTION
 HZ2500
 HZ2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2500'STATION IS THE FINIAL OF THE DOME ON THE KENTUCKY STATE CAPITOL
 HZ2500'BUILDING IN THE CITY OF FRANKFORT.
 HZ2500'
 HZ2500'STATION WAS CUT IN FROM STATION FRANKFORT AND U.S.G.S. P.T. 41.
 HZ2500
 HZ2500                          STATION RECOVERY (1960)
 HZ2500
 HZ2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 HZ2500'THE STATION WAS RECOVERED AS DESCRIBED.  THE PREVIOUS DESCRIPTION IS
 HZ2500'ADEQUATE.
 HZ2500
 HZ2500                          STATION RECOVERY (1975)
 HZ2500
 HZ2500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JBN)
 HZ2500'RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 HZ2500'
 HZ2500'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN FRANKFORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1008 ***********************************************************************
 GC1008  DESIGNATION -  FRANKLIN
 GC1008  PID         -  GC1008
 GC1008  STATE/COUNTY-  KY/SIMPSON
 GC1008  USGS QUAD   -  FRANKLIN (1994)
 GC1008
 GC1008                         *CURRENT SURVEY CONTROL
 GC1008  ___________________________________________________________________
 GC1008* NAD 83(1993)-  36 43 20.70956(N)    086 34 42.71375(W)     ADJUSTED  
 GC1008* NAVD 88     -       219.386  (meters)     719.77   (feet)  ADJUSTED  
 GC1008  ___________________________________________________________________
 GC1008  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 GC1008  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GC1008  DYNAMIC HT  -         219.205 (meters)     719.18  (feet)  COMP
 GC1008  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 GC1008
 GC1008  HORZ ORDER  -  THIRD
 GC1008  VERT ORDER  -  SECOND    CLASS 0
 GC1008
 GC1008.The horizontal coordinates were established by classical geodetic methods
 GC1008.and adjusted by the National Geodetic Survey in December 1995..
 GC1008
 GC1008.The orthometric height was determined by differential leveling
 GC1008.and adjusted by the National Geodetic Survey in June 1991..
 GC1008
 GC1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1008
 GC1008.The geoid height was determined by GEOID03.
 GC1008
 GC1008.The dynamic height is computed by dividing the NAVD 88
 GC1008.geopotential number by the normal gravity value computed on the
 GC1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1008.degrees latitude (g = 980.6199 gals.).
 GC1008
 GC1008.The modeled gravity was interpolated from observed gravity values.
 GC1008
 GC1008;                    North         East     Units Scale Factor Converg.
 GC1008;SPC KY1Z     - 1,043,512.827 1,425,976.936   MT  1.00010589   -0 30 31.3
 GC1008;SPC KY1Z     - 3,423,591.67  4,678,392.66   sFT  1.00010589   -0 30 31.3
 GC1008;SPC KY S     -   543,502.930   425,984.601   MT  1.00000200   -0 30 08.9
 GC1008;SPC KY S     - 1,783,142.53  1,397,584.48   sFT  1.00000200   -0 30 08.9
 GC1008;SPC TN       -   265,231.769   548,314.107   MT  1.00006853   -0 20 19.3
 GC1008;SPC TN       -   870,181.23  1,798,927.20   sFT  1.00006853   -0 20 19.3
 GC1008;UTM  16      - 4,064,162.936   537,636.576   MT  0.99961745   +0 15 07.3
 GC1008
 GC1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1008!SPC KY1Z     -   0.99997029  x   1.00010589  =   1.00007617
 GC1008!SPC KY S     -   0.99997029  x   1.00000200  =   0.99997229
 GC1008!SPC TN       -   0.99997029  x   1.00006853  =   1.00003881
 GC1008!UTM  16      -   0.99997029  x   0.99961745  =   0.99958775
 GC1008
 GC1008:                Primary Azimuth Mark                     Grid Az
 GC1008:SPC KY1Z     -  FRANKLIN MUNICIPAL TANK                  089 35 16.6
 GC1008:SPC KY S     -  FRANKLIN MUNICIPAL TANK                  089 34 54.2
 GC1008:SPC TN       -  FRANKLIN MUNICIPAL TANK                  089 25 04.6
 GC1008:UTM  16      -  FRANKLIN MUNICIPAL TANK                  088 49 38.0
 GC1008
 GC1008|---------------------------------------------------------------------|
 GC1008| PID    Reference Object                     Distance      Geod. Az  |
 GC1008|                                                           dddmmss.s |
 GC1008| GC2383 FRANKLIN MUNICIPAL TANK             APPROX. 0.6 KM 0890445.3 |
 GC1008| GC1009 FRANKLIN RM 1                        26.490 METERS 13224     |
 GC1008| GC2386 GROVES RESET                        APPROX.10.0 KM 1715831.2 |
 GC1008| GC1010 FRANKLIN RM 2                        25.679 METERS 23637     |
 GC1008| CG5828 FRANKLIN AZ MK                                     3253446.7 |
 GC1008| GC2384 FRANKLIN SIMPSON CO CTHSE TWR        28.288 METERS 35557     |
 GC1008|---------------------------------------------------------------------|
 GC1008
 GC1008                          SUPERSEDED SURVEY CONTROL
 GC1008
 GC1008  NAD 83(1993)-  36 43 20.71864(N)    086 34 42.71949(W) AD(       ) 3
 GC1008  NAD 83(1986)-  36 43 20.71861(N)    086 34 42.71880(W) AD(       ) 3
 GC1008  NAD 27      -  36 43 20.58300(N)    086 34 42.71900(W) AD(       ) 3
 GC1008  NGVD 29 (??/??/92)  219.486  (m)          720.10   (f) ADJ UNCH    2 0
 GC1008
 GC1008.Superseded values are not recommended for survey control.
 GC1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1008.See file dsdata.txt to determine how the superseded data were derived.
 GC1008
 GC1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3763764163(NAD 83)
 GC1008_MARKER: DS = TRIANGULATION STATION DISK
 GC1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1008_STAMPING: FRANKLIN 1933
 GC1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1008+STABILITY: SURFACE MOTION
 GC1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1008+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 GC1008
 GC1008  HISTORY     - Date     Condition        Report By
 GC1008  HISTORY     - 1933     MONUMENTED       CGS
 GC1008  HISTORY     - 1935     GOOD             NGS
 GC1008  HISTORY     - 1951     GOOD             CGS
 GC1008  HISTORY     - 20030711 GOOD             KYDT
 GC1008
 GC1008                          STATION DESCRIPTION
 GC1008
 GC1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC1008'ON SOUTH SIDE OF COURTHOUSE SQUARE IN CENTER OF TOWN OF FRANKLIN,
 GC1008'59.5 FEET SOUTH OF CENTER OF SOUTH WALL OF SIMPSON COUNTY
 GC1008'COURTHOUSE, 58.6 FEET NORTH OF NORTH CURB OF CEDAR STREET, AND 27.2
 GC1008'FEET SOUTHEAST OF ANGLE FORMED BY CONVERGENCE OF TWO
 GC1008'SIDEWALKS, AND PROJECTS 2 INCHES.
 GC1008'
 GC1008'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GC1008'SET IN CONCRETE.
 GC1008'
 GC1008'REFERENCE MARK NO. 1, PROJECTING 3 INCHES, IS 44.1 FEET NORTH OF
 GC1008'CENTER LINE OF CEDAR STREET, 42.8 FEET WEST OF WEST ENTRANCE OF
 GC1008'FRANKLIN MINERAL WELL WHICH IS LOCATED ON SOUTHEAST CORNER OF SQUARE,
 GC1008'10.4 FEET NORTH OF NORTH CURB, 1 FOOT SOUTH OF SOUTH SIDEWALK CURB,
 GC1008'AND 86.91 FEET FROM STATION.
 GC1008'
 GC1008'REFERENCE MARK NO. 2, PROJECTING 3 INCHES, IS 120 FEET SOUTH OF
 GC1008'SOUTH CENTER OF
 GC1008'FRANKLIN COUNTY COURTHOUSE, 35.8 FEET NORTH OF CENTER LINE OF CEDAR
 GC1008'STREET, 1 FOOT NORTH OF NORTH CURB
 GC1008'OF CEDAR STREET, AND 84.25 FEET FROM STATION.
 GC1008'
 GC1008'AZIMUTH MARK IS STANDARD REFERENCE DISK IN DRILL HOLE IN NORTH CURB
 GC1008'OF OLD DEPOT STREET, 39.8 FEET WEST OF INTERSECTION OF COLLEGE AND
 GC1008'OLD DEPOT STREETS, 29.6 FEET SOUTHWEST OF SOUTHEAST CORNER OF COLLEGE
 GC1008'STREET PRESBYTERIAN CHURCH, 9.5 FEET SOUTH OF CENTER LINE OF OLD
 GC1008'DEPOT STREET SIDEWALK, AND APPROXIMATELY 0.1 MILE FROM STATION.
 GC1008
 GC1008                          STATION RECOVERY (1935)
 GC1008
 GC1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GC1008'AT FRANKLIN.
 GC1008'AT FRANKLIN, SIMPSON COUNTY, ON THE COUNTY COURTHOUSE LAWN,
 GC1008'54 FEET SOUTH OF THE SOUTHEAST CORNER OF THE COURTHOUSE, 13.5
 GC1008'FEET WEST OF THE SOUTHWEST CORNER OF THE BAND STAND, 21 FEET
 GC1008'EAST OF A BRICK WALK, AND LEVEL WITH THE LAWN.  A STANDARD
 GC1008'TRIANGULATION-STATION DISK, STAMPED FRANKLIN 1933 AND SET IN THE
 GC1008'TOP OF A CONCRETE POST.
 GC1008
 GC1008                          STATION RECOVERY (1951)
 GC1008
 GC1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC1008'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND.  THE
 GC1008'STATION WAS NOT OCCUPIED AT THIS TIME.  A TOWER COULD NOT BE ERECTED
 GC1008'OVER THE STATION MARK DUE TO CHANGES IN THE SIMPSON COUNTY COURTHOUSE
 GC1008'LAWN.  REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY AND THE
 GC1008'TOWER WAS ERECTED OVER THIS POINT.
 GC1008'
 GC1008'REFERENCE MARK NO. 3 IS 101.00 FEET NORTHEAST OF THE STATION.  IT IS
 GC1008'77 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE COURTHOUSE, 43
 GC1008'FEET WEST OF THE WEST CURB OF MAIN STREET AND 40 FEET SOUTH OF THE
 GC1008'SOUTH EDGE OF THE CONCRETE WALK OF THE EAST ENTRANCE OF THE
 GC1008'COURTHOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FRANKLIN NO. 3
 GC1008'1933.
 GC1008
 GC1008                          STATION RECOVERY (2003)
 GC1008
 GC1008'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1008'MARK IS 101 FEET SOUTHWEST OF RM3, 86.9 FEET NORTHWEST OF RM1, 84.25
 GC1008'FEET NORTHEAST OF RM2, 35.25 FEET SOUTH OF SOUTHEAST CORNER OF
 GC1008'SOUTHERN ADDITION TO COURT HOUSE, 17.66 FEET EAST OF EAST EDGE OF
 GC1008'BRICK SIDEWALK, 5.35 FEET NORTHEAST OF A 3 INCH MAPLE TREE AND BURIED
 GC1008'10 INCHES. A RAILROAD SPIKE WAS LAIN ATOP MARK AND REBURIED THIS DATE.
 GC1008' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2843 ***********************************************************************
 GZ2843  DESIGNATION -  FRANKLIN
 GZ2843  PID         -  GZ2843
 GZ2843  STATE/COUNTY-  KY/CLARK
 GZ2843  USGS QUAD   -  HEDGES (1976)
 GZ2843
 GZ2843                         *CURRENT SURVEY CONTROL
 GZ2843  ___________________________________________________________________
 GZ2843* NAD 83(1993)-  37 59 15.32976(N)    084 07 08.88011(W)     ADJUSTED  
 GZ2843* NAVD 88     -       341.7    (meters)    1121.     (feet)  VERTCON   
 GZ2843  ___________________________________________________________________
 GZ2843  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 GZ2843  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 GZ2843
 GZ2843  HORZ ORDER  -  THIRD
 GZ2843
 GZ2843.The horizontal coordinates were established by classical geodetic methods
 GZ2843.and adjusted by the National Geodetic Survey in December 1995..
 GZ2843
 GZ2843.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2843
 GZ2843.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2843
 GZ2843.The geoid height was determined by GEOID03.
 GZ2843
 GZ2843;                    North         East     Units Scale Factor Converg.
 GZ2843;SPC KY1Z     - 1,184,845.465 1,643,246.521   MT  0.99990682   +1 00 04.6
 GZ2843;SPC KY1Z     - 3,887,280.50  5,391,217.96   sFT  0.99990682   +1 00 04.6
 GZ2843;SPC KY N     -    54,129.147   511,496.236   MT  0.99999690   +0 04 53.1
 GZ2843;SPC KY N     -   177,588.71  1,678,133.90   sFT  0.99999690   +0 04 53.1
 GZ2843;UTM  16      - 4,208,354.993   753,001.085   MT  1.00038844   +1 46 26.7
 GZ2843
 GZ2843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2843!SPC KY1Z     -   0.99995155  x   0.99990682  =   0.99985837
 GZ2843!SPC KY N     -   0.99995155  x   0.99999690  =   0.99994845
 GZ2843!UTM  16      -   0.99995155  x   1.00038844  =   1.00033997
 GZ2843
 GZ2843|---------------------------------------------------------------------|
 GZ2843| PID    Reference Object                     Distance      Geod. Az  |
 GZ2843|                                                           dddmmss.s |
 GZ2843| DB9384 FRANKLIN RM 1                         6.789 METERS 13537     |
 GZ2843| DB9385 FRANKLIN RM 2                         7.206 METERS 22951     |
 GZ2843| DB9383 FRANKLIN AZ MK                                     2770555.7 |
 GZ2843| HZ2409 WINCHESTER WM RITTER LMBR TANK      APPROX. 6.1 KM 2890958.5 |
 GZ2843|---------------------------------------------------------------------|
 GZ2843
 GZ2843                          SUPERSEDED SURVEY CONTROL
 GZ2843
 GZ2843  NAD 83(1986)-  37 59 15.33624(N)    084 07 08.88764(W) AD(       ) 3
 GZ2843  NAD 27      -  37 59 15.04900(N)    084 07 09.15500(W) AD(       ) 3
 GZ2843  NGVD 29 (07/19/86)  341.8    (m)         1121.     (f) VERT ANG       
 GZ2843
 GZ2843.Superseded values are not recommended for survey control.
 GZ2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2843.See file dsdata.txt to determine how the superseded data were derived.
 GZ2843
 GZ2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5300108355(NAD 83)
 GZ2843_MARKER: DS = TRIANGULATION STATION DISK
 GZ2843_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GZ2843
 GZ2843  HISTORY     - Date     Condition        Report By
 GZ2843  HISTORY     - 1951     MONUMENTED       CGS
 GZ2843  HISTORY     - 1960     GOOD             PAS
 GZ2843  HISTORY     - 1966     GOOD             CGS
 GZ2843
 GZ2843                          STATION DESCRIPTION
 GZ2843
 GZ2843'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2843'STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHWEST OF MT. STERLING AND
 GZ2843'ABOUT 4 MILES EAST OF WINCHESTER.  IT IS ABOUT 100 YARDS NORTH OF A
 GZ2843'SMALL POND, 11 FEET NORTHWEST OF THE CENTER OF A FARM LANE, 6 FEET
 GZ2843'SOUTH OF A FENCE CORNER AND 5 FEET SOUTH OF A WHITE WITNESS POST.
 GZ2843'THE MARK IS A 6 INCH IRON PIPE FILLED WITH CONCRETE WHICH PROJECTS
 GZ2843'ABOUT 2 INCHES AND HAS A STANDARD TRIANGULATION STATION DISK IN
 GZ2843'THE TOP STAMPED FRANKLIN 1951.
 GZ2843'
 GZ2843'REFERENCE MARK NO. 1 IS 10 FEET SOUTHEAST OF CENTER OF FARM LANE AND
 GZ2843'1 FOOT SOUTH OF A FENCE CORNER.  THE MARK IS A 4 INCH IRON PIPE
 GZ2843'FILLED WITH CONCRETE WHICH PROJECTS ABOUT 2 INCHES AND HAS A STANDARD
 GZ2843'REFERENCE MARK DISK IN THE TOP STAMPED FRANKLIN NO. 1 1951.
 GZ2843'
 GZ2843'REFERENCE MARK NO. 2 IS 13 FEET NORTHWEST OF CENTER OF FARM LANE AND
 GZ2843'1 FOOT SOUTHEAST OF A FENCE.  THE MARK IS A 4 INCH IRON PIPE FILLED
 GZ2843'WITH CONCRETE WHICH PROJECTS ABOUT 2 INCHES AND HAS A STANDARD
 GZ2843'REFERENCE MARK DISK IN THE TOP STAMPED FRANKLIN NO. 2 1951.
 GZ2843'
 GZ2843'AZIMUTH MARK IS 47 FEET NORTH OF A TELEPHONE POLE, 25 FEET SOUTHWEST
 GZ2843'OF CENTER OF STATE HIGHWAY 15, 2 FEET NORTH OF A WHITE WITNESS
 GZ2843'POST AND 1 FOOT NORTHEAST OF A FENCE.  THE MARK PROJECTS ABOUT 2
 GZ2843'INCHES AND THE DISK IS STAMPED FRANKLIN 1951.
 GZ2843'
 GZ2843'TO REACH THE STATION FROM THE CLARK COUNTY COURTHOUSE IN WINCHESTER,
 GZ2843'GO NORTH ON U.S. HIGHWAY 60 FOR 0.3 MILE TO THE JUNCTION OF STATE
 GZ2843'HIGHWAY 15, TURN RIGHT ON HIGHWAY 15 AND GO EAST FOR 2.95 MILES TO
 GZ2843'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE ON HIGHWAY
 GZ2843'15 FOR 0.45 MILE TO A GATE ON THE LEFT, TURN LEFT THROUGH GATE AND GO
 GZ2843'NORTH ON FARM LANE ABOUT 75 YARDS TO A GATE AT NORTHWEST CORNER
 GZ2843'OF A BARN.  GO THROUGH GATE AND NORTHWEST ON FARM LANE FOR ABOUT 70
 GZ2843'YARDS TO ANOTHER GATE, GO THROUGH GATE AND AROUND THE RIGHT SIDE OF
 GZ2843'A POND AND CONTINUE NORTH ON FARM LANE FOR ABOUT 100 YARDS TO THE
 GZ2843'STATION AS DESCRIBED.
 GZ2843'
 GZ2843'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GZ2843
 GZ2843                          STATION RECOVERY (1960)
 GZ2843
 GZ2843'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 GZ2843'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE FOUND
 GZ2843'AS DESCRIBED AND IN GOOD CONDITION.
 GZ2843'
 GZ2843'OLD DESCRIPTION AND THE TO REACH IS ADEQUATE.
 GZ2843'
 GZ2843'STATION MARK IS 2.3 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.
 GZ2843'
 GZ2843'AZIMUTH MARK IS 1.4 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.
 GZ2843'
 GZ2843'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 GZ2843
 GZ2843                          STATION RECOVERY (1966)
 GZ2843
 GZ2843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 GZ2843'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND THE STATION
 GZ2843'DESCRIPTION IS COMPLETELY ADEQUATE WITH THE FOLLOWING ADDED
 GZ2843'NOTATIONS.
 GZ2843'
 GZ2843'THE STATION IS 3 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 GZ2843'
 GZ2843'THE DESCRIPTIVE NOTE FOR THE AZIMUTH MARK SHOULD BE 16A AND IT IS NOW
 GZ2843'1.5 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 GZ2843'
 GZ2843'THE STATION TO-REACH AS WRITTEN IN THE 1951 DESCRIPTION IS CORRECT
 GZ2843'AND COMPLETELY ADEQUATE.
 GZ2843'
 GZ2843'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES EAST
 GZ2843'OF WINCHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2385 ***********************************************************************
 GC2385  DESIGNATION -  FRANKLIN 1933 RM 3
 GC2385  PID         -  GC2385
 GC2385  STATE/COUNTY-  KY/SIMPSON
 GC2385  USGS QUAD   -  FRANKLIN (1994)
 GC2385
 GC2385                         *CURRENT SURVEY CONTROL
 GC2385  ___________________________________________________________________
 GC2385* NAD 83(1993)-  36 43 21.03912(N)    086 34 41.54266(W)     ADJUSTED  
 GC2385* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 GC2385  ___________________________________________________________________
 GC2385  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 GC2385  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GC2385
 GC2385  HORZ ORDER  -  SECOND
 GC2385
 GC2385.The horizontal coordinates were established by classical geodetic methods
 GC2385.and adjusted by the National Geodetic Survey in December 1995..
 GC2385
 GC2385.The orthometric height was scaled from a topographic map.
 GC2385
 GC2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2385
 GC2385.The geoid height was determined by GEOID03.
 GC2385
 GC2385;                    North         East     Units Scale Factor Converg.
 GC2385;SPC KY1Z     - 1,043,522.728 1,426,006.088   MT  1.00010586   -0 30 30.6
 GC2385;SPC KY1Z     - 3,423,624.15  4,678,488.31   sFT  1.00010586   -0 30 30.6
 GC2385;SPC KY S     -   543,512.834   426,013.750   MT  1.00000198   -0 30 08.2
 GC2385;SPC KY S     - 1,783,175.02  1,397,680.11   sFT  1.00000198   -0 30 08.2
 GC2385;SPC TN       -   265,241.757   548,343.229   MT  1.00006856   -0 20 18.6
 GC2385;SPC TN       -   870,214.00  1,799,022.74   sFT  1.00006856   -0 20 18.6
 GC2385;UTM  16      - 4,064,173.219   537,665.580   MT  0.99961748   +0 15 08.0
 GC2385
 GC2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2385!SPC KY1Z     -   0.99997036  x   1.00010586  =   1.00007622
 GC2385!SPC KY S     -   0.99997036  x   1.00000198  =   0.99997234
 GC2385!SPC TN       -   0.99997036  x   1.00006856  =   1.00003892
 GC2385!UTM  16      -   0.99997036  x   0.99961748  =   0.99958785
 GC2385
 GC2385:                Primary Azimuth Mark                     Grid Az
 GC2385:SPC KY1Z     -  FRANKLIN MUNICIPAL TANK                  090 37 45.2
 GC2385:SPC KY S     -  FRANKLIN MUNICIPAL TANK                  090 37 22.8
 GC2385:SPC TN       -  FRANKLIN MUNICIPAL TANK                  090 27 33.2
 GC2385:UTM  16      -  FRANKLIN MUNICIPAL TANK                  089 52 06.6
 GC2385
 GC2385|---------------------------------------------------------------------|
 GC2385| PID    Reference Object                     Distance      Geod. Az  |
 GC2385|                                                           dddmmss.s |
 GC2385| GC2383 FRANKLIN MUNICIPAL TANK             APPROX. 0.5 KM 0900714.6 |
 GC2385| GC2382 DRAKES                              APPROX. 3.4 KM 0961547.9 |
 GC2385| GC2397 TENNESSEE GAS TRANS KIA 570         APPROX.11.7 KM 1715116.2 |
 GC2385| GC1009 FRANKLIN RM 1                        26.566 METERS 19849     |
 GC2385| GC1010 FRANKLIN RM 2                        56.025 METERS 24419     |
 GC2385| GC1008 FRANKLIN                             30.785 METERS 25044     |
 GC2385|---------------------------------------------------------------------|
 GC2385
 GC2385                          SUPERSEDED SURVEY CONTROL
 GC2385
 GC2385  NAD 83(1993)-  36 43 21.04820(N)    086 34 41.54840(W) AD(       ) 2
 GC2385  NAD 83(1986)-  36 43 21.04816(N)    086 34 41.54773(W) AD(       ) 2
 GC2385  NAD 27      -  36 43 20.91300(N)    086 34 41.54800(W) AD(       ) 2
 GC2385
 GC2385.Superseded values are not recommended for survey control.
 GC2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2385.See file dsdata.txt to determine how the superseded data were derived.
 GC2385
 GC2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3766664173(NAD 83)
 GC2385_MARKER: DR = REFERENCE MARK DISK
 GC2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2385_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2385+STABILITY: SURFACE MOTION
 GC2385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC2385+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 GC2385
 GC2385  HISTORY     - Date     Condition        Report By
 GC2385  HISTORY     - 1951     MONUMENTED       CGS
 GC2385  HISTORY     - 20030711 GOOD             KYDT
 GC2385
 GC2385                          STATION DESCRIPTION
 GC2385
 GC2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2385'STATION IS LOCATED ON THE SIMPSON COUNTY COURTHOUSE LAWN IN FRANKLIN.
 GC2385'IT IS 77 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE COURTHOUSE,
 GC2385'43 FEET WEST OF THE WEST CURB OF MAIN STREET AND 40 FEET SOUTH OF THE
 GC2385'SOUTH EDGE OF THE CONCRETE WALK OF THE EAST ENTRANCE OF THE
 GC2385'COURTHOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FRANKLIN NO. 3
 GC2385'1933.
 GC2385'
 GC2385'FRANKLIN 1933 REFERENCE MARK NO. 1 IS 44.1 FEET NORTH OF THE CENTER
 GC2385'OF CEDAR STREET, 42.8 FEET WEST OF THE WEST ENTRANCE OF THE FRANKLIN
 GC2385'MINERAL WELL, 10.4 FEET NORTH OF THE NORTH CURB OF CEDAR STREET AND 4
 GC2385'FEET SOUTH OF THE SOUTH EDGE OF SIDEWALK.  THE MARK IS FLUSH AND
 GC2385'THE DISK IS STAMPED FRANKLIN NO. 1 1933.
 GC2385'
 GC2385'FRANKLIN 1933 REFERENCE MARK NO. 2 IS 120 FEET SOUTH OF THE SOUTH
 GC2385'SIDE OF THE COURTHOUSE, 35.8 FEET NORTH OF THE CENTER OF CEDAR
 GC2385'STREET AND 1 FOOT NORTH OF THE NORTH CURB OF CEDAR STREET.  THE MARK
 GC2385'IS FLUSH AND THE DISK IS STAMPED FRANKLIN NO. 2 1933.
 GC2385'
 GC2385'FRANKLIN 1933 IS 59.5 FEET SOUTH OF THE SOUTH SIDE OF THE COURTHOUSE,
 GC2385'58.6 FEET NORTH OF THE NORTH CURB OF CEDAR STREET AND 27.2 FEET
 GC2385'SOUTHEAST OF AN ANGLE OF CONCRETE WALKS AT THE SOUTH ENTRANCE OF THE
 GC2385'COURTHOUSE.  THE MARK IS UNDERGROUND ABOUT 10 INCHES AND THE DISK IS
 GC2385'STAMPED FRANKLIN 1933.
 GC2385'
 GC2385'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GC2385
 GC2385                          STATION RECOVERY (2003)
 GC2385
 GC2385'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC2385'MARK IS 101 FEET EAST-NORTHEAST OF THE STATION MARK, 77.8 FEET
 GC2385'SOUTHEAST OF THE SOUTHEAST CORNER OF ORIGINAL COURT HOUSE BUILDING,
 GC2385'35.8 FEET WEST OF THE WEST EDGE OF STREET CURB, 18.2 FEET WEST OF WEST
 GC2385'EDGE OF SIDEWALK CURB, 18 FEET NORTHWEST OF 16 INCH MAPLE TREE, 14.8
 GC2385'FEET WEST OF CONCRETE BASE OF LAMP POST AND BURIED 4 INCHES. A
 GC2385'RAILROAD SPIKE WAS LAIN ATOP MARK AND REBURIED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2383 ***********************************************************************
 GC2383  DESIGNATION -  FRANKLIN MUNICIPAL TANK
 GC2383  PID         -  GC2383
 GC2383  STATE/COUNTY-  KY/SIMPSON
 GC2383  USGS QUAD   -  FRANKLIN (1994)
 GC2383
 GC2383                         *CURRENT SURVEY CONTROL
 GC2383  ___________________________________________________________________
 GC2383* NAD 83(1993)-  36 43 21.00213(N)    086 34 20.05354(W)     ADJUSTED  
 GC2383* NAVD 88     -                                                        
 GC2383  ___________________________________________________________________
 GC2383  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 GC2383  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GC2383
 GC2383  HORZ ORDER  -  THIRD
 GC2383
 GC2383.The horizontal coordinates were established by classical geodetic methods
 GC2383.and adjusted by the National Geodetic Survey in December 1995..
 GC2383
 GC2383
 GC2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2383
 GC2383.The geoid height was determined by GEOID03.
 GC2383
 GC2383;                    North         East     Units Scale Factor Converg.
 GC2383;SPC KY1Z     - 1,043,516.872 1,426,539.367   MT  1.00010586   -0 30 17.4
 GC2383;SPC KY1Z     - 3,423,604.94  4,680,237.91   sFT  1.00010586   -0 30 17.4
 GC2383;SPC KY S     -   543,507.036   426,546.974   MT  1.00000198   -0 29 55.2
 GC2383;SPC KY S     - 1,783,156.00  1,399,429.53   sFT  1.00000198   -0 29 55.2
 GC2383;SPC TN       -   265,237.482   548,876.503   MT  1.00006856   -0 20 06.0
 GC2383;SPC TN       -   870,199.97  1,800,772.33   sFT  1.00006856   -0 20 06.0
 GC2383;UTM  16      - 4,064,174.442   538,198.629   MT  0.99961798   +0 15 20.8
 GC2383
 GC2383                          SUPERSEDED SURVEY CONTROL
 GC2383
 GC2383  NAD 83(1986)-  36 43 21.01125(N)    086 34 20.05862(W) AD(       ) 4
 GC2383  NAD 27      -  36 43 20.87300(N)    086 34 20.05900(W) AD(       ) 3
 GC2383
 GC2383.Superseded values are not recommended for survey control.
 GC2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2383.See file dsdata.txt to determine how the superseded data were derived.
 GC2383
 GC2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3819964174(NAD 83)
 GC2383_MARKER: 53 = ELEVATED TANK
 GC2383
 GC2383  HISTORY     - Date     Condition        Report By
 GC2383  HISTORY     - 1951     FIRST OBSERVED   CGS
 GC2383  HISTORY     - 1964     GOOD             CGS
 GC2383
 GC2383                          STATION DESCRIPTION
 GC2383
 GC2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2383'STATION IS LOCATED IN THE EAST SECTION OF FRANKLIN, ABOUT 500 FEET
 GC2383'NORTH OF STATE HIGHWAY 100.  THE STATION IS A 4- LEGGED STEEL
 GC2383'STRUCTURE ABOUT 150 FEET HIGH WITH A WATER TANK ATOP PAINTED SILVER.
 GC2383'THE POINT OF INTERSECTION WAS THE BALL AT THE APEX OF THE ROOF OF
 GC2383'THE WATER TANK.
 GC2383'
 GC2383'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 GC2383'SQUARE IN FRANKLIN, GO EAST ON STATE HIGHWAY 100 FOR 0.35 MILE TO
 GC2383'THE STATION ON THE LEFT.
 GC2383'
 GC2383'PROBABLY THE SAME STATION AS LOCATED IN 1933.
 GC2383
 GC2383                          STATION RECOVERY (1964)
 GC2383
 GC2383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HB)
 GC2383'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1009 ***********************************************************************
 GC1009  DESIGNATION -  FRANKLIN RM 1
 GC1009  PID         -  GC1009
 GC1009  STATE/COUNTY-  KY/SIMPSON
 GC1009  USGS QUAD   -  FRANKLIN (1994)
 GC1009
 GC1009                         *CURRENT SURVEY CONTROL
 GC1009  ___________________________________________________________________
 GC1009* NAD 83(1986)-  36 43 21.     (N)    086 34 43.     (W)     SCALED    
 GC1009* NAVD 88     -       218.981  (meters)     718.44   (feet)  ADJUSTED  
 GC1009  ___________________________________________________________________
 GC1009  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GC1009  DYNAMIC HT  -         218.800 (meters)     717.85  (feet)  COMP
 GC1009  MODELED GRAV-     979,799.6   (mgal)                       NAVD 88
 GC1009
 GC1009  VERT ORDER  -  SECOND    CLASS 0
 GC1009
 GC1009.The horizontal coordinates were scaled from a topographic map and have
 GC1009.an estimated accuracy of +/- 6 seconds.
 GC1009
 GC1009.The orthometric height was determined by differential leveling
 GC1009.and adjusted by the National Geodetic Survey in June 1991..
 GC1009
 GC1009.The geoid height was determined by GEOID03.
 GC1009
 GC1009.The dynamic height is computed by dividing the NAVD 88
 GC1009.geopotential number by the normal gravity value computed on the
 GC1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1009.degrees latitude (g = 980.6199 gals.).
 GC1009
 GC1009.The modeled gravity was interpolated from observed gravity values.
 GC1009
 GC1009;                    North         East    Units  Estimated Accuracy
 GC1009;SPC KY1Z     - 1,043,520.    1,425,970.      MT  (+/- 180 meters Scaled)
 GC1009
 GC1009                          SUPERSEDED SURVEY CONTROL
 GC1009
 GC1009  NGVD 29 (??/??/92)  219.080  (m)          718.76   (f) ADJ UNCH    2 0
 GC1009
 GC1009.Superseded values are not recommended for survey control.
 GC1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1009.See file dsdata.txt to determine how the superseded data were derived.
 GC1009
 GC1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF376641(NAD 83)
 GC1009_MARKER: DR = REFERENCE MARK DISK
 GC1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1009_STAMPING: FRANKLIN 1 1933
 GC1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1009+STABILITY: SURFACE MOTION
 GC1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1009+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 GC1009
 GC1009  HISTORY     - Date     Condition        Report By
 GC1009  HISTORY     - 1933     MONUMENTED       CGS
 GC1009  HISTORY     - 1942     GOOD             NGS
 GC1009  HISTORY     - 20030711 GOOD             KYDT
 GC1009
 GC1009                          STATION DESCRIPTION
 GC1009
 GC1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GC1009'AT FRANKLIN.
 GC1009'AT FRANKLIN, SIMPSON COUNTY, ON THE COUNTY COURTHOUSE LAWN,
 GC1009'42 FEET NORTH OF THE CENTERLINE OF CEDAR STREET, 39 FEET WEST
 GC1009'OF A BRICK BUILDING AT A MINERAL WELL, AND LEVEL WITH THE LAWN.
 GC1009'A STANDARD REFERENCE-MARK DISK, STAMPED FRANKLIN 1 1933 AND
 GC1009'SET IN THE TOP OF A CONCRETE POST.
 GC1009
 GC1009                          STATION RECOVERY (2003)
 GC1009
 GC1009'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1009'MARK IS 86.9 FEET SOUTHEAST OF THE STATION, 27.25 FEET WEST OF WEST
 GC1009'EDGE OF A BRICK SIDEWALK, 13.7 FEET EAST OF AN 8 INCH FORKED MAPLE
 GC1009'TREE, 9.65 FEET NORTH OF NORTH EDGE OF CURB, 8.9 FEET WEST OF A 12
 GC1009'INCH FORKED MAPLE TREE, 7.1 FEET NORTH OF CONCRETE BASE FOR LIGHT
 GC1009'POLE, 4.6 FEET SOUTH OF SOUTH EDGE OF A BRICK SIDEWALK AND BURIED 4
 GC1009'INCHES. A RAILROAD SPIKE WAS LAIN ATOP MARK AND REBURIED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1010 ***********************************************************************
 GC1010  DESIGNATION -  FRANKLIN RM 2
 GC1010  PID         -  GC1010
 GC1010  STATE/COUNTY-  KY/SIMPSON
 GC1010  USGS QUAD   -  FRANKLIN (1994)
 GC1010
 GC1010                         *CURRENT SURVEY CONTROL
 GC1010  ___________________________________________________________________
 GC1010* NAD 83(1986)-  36 43 21.     (N)    086 34 43.     (W)     SCALED    
 GC1010* NAVD 88     -       219.580  (meters)     720.41   (feet)  ADJUSTED  
 GC1010  ___________________________________________________________________
 GC1010  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GC1010  DYNAMIC HT  -         219.398 (meters)     719.81  (feet)  COMP
 GC1010  MODELED GRAV-     979,799.6   (mgal)                       NAVD 88
 GC1010
 GC1010  VERT ORDER  -  SECOND    CLASS 0
 GC1010
 GC1010.The horizontal coordinates were scaled from a topographic map and have
 GC1010.an estimated accuracy of +/- 6 seconds.
 GC1010
 GC1010.The orthometric height was determined by differential leveling
 GC1010.and adjusted by the National Geodetic Survey in June 1991..
 GC1010
 GC1010.The geoid height was determined by GEOID03.
 GC1010
 GC1010.The dynamic height is computed by dividing the NAVD 88
 GC1010.geopotential number by the normal gravity value computed on the
 GC1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1010.degrees latitude (g = 980.6199 gals.).
 GC1010
 GC1010.The modeled gravity was interpolated from observed gravity values.
 GC1010
 GC1010;                    North         East    Units  Estimated Accuracy
 GC1010;SPC KY1Z     - 1,043,520.    1,425,970.      MT  (+/- 180 meters Scaled)
 GC1010
 GC1010                          SUPERSEDED SURVEY CONTROL
 GC1010
 GC1010  NGVD 29 (??/??/92)  219.679  (m)          720.73   (f) ADJ UNCH    2 0
 GC1010
 GC1010.Superseded values are not recommended for survey control.
 GC1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1010.See file dsdata.txt to determine how the superseded data were derived.
 GC1010
 GC1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF376641(NAD 83)
 GC1010_MARKER: DR = REFERENCE MARK DISK
 GC1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1010_STAMPING: FRANKLIN NO 2 1935
 GC1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1010+STABILITY: SURFACE MOTION
 GC1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1010+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 GC1010
 GC1010  HISTORY     - Date     Condition        Report By
 GC1010  HISTORY     - 1933     MONUMENTED       CGS
 GC1010  HISTORY     - 20030711 GOOD             KYDT
 GC1010
 GC1010                          STATION DESCRIPTION
 GC1010
 GC1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GC1010'AT FRANKLIN.
 GC1010'AT FRANKLIN, SIMPSON COUNTY, ON THE COUNTY COURTHOUSE LAWN,
 GC1010'42 YARDS SOUTH OF THE SOUTHWEST CORNER OF THE COURTHOUSE, 36
 GC1010'FEET NORTH OF THE CENTERLINE OF CEDAR STREET, 7 FEET EAST OF A
 GC1010'BOULEVARD LIGHT POST, AND 0.2 FOOT HIGHER THAN THE LAWN.  A
 GC1010'STANDARD REFERENCE MARK DISK, STAMPED FRANKLIN NO. 2 1935 AND
 GC1010'SET IN THE TOP OF A CONCRETE POST.
 GC1010
 GC1010                          STATION RECOVERY (2003)
 GC1010
 GC1010'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1010'MARK IS 84.25 FEET SOUTHWEST OF THE STATION MARK, 6 FEET SOUTH OF A
 GC1010'POWER POLE WITH METER, 5.75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC1010'A WOODEN WISHING WELL, 1.5 FEET NORTH OF NORTH EDGE OF CURB AND FLUSH
 GC1010'WITH THR GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2384 ***********************************************************************
 GC2384  DESIGNATION -  FRANKLIN SIMPSON CO CTHSE TWR
 GC2384  PID         -  GC2384
 GC2384  STATE/COUNTY-  KY/SIMPSON
 GC2384  USGS QUAD   -  FRANKLIN (1994)
 GC2384
 GC2384                         *CURRENT SURVEY CONTROL
 GC2384  ___________________________________________________________________
 GC2384* NAD 83(1993)-  36 43 21.62496(N)    086 34 42.79423(W)     ADJUSTED  
 GC2384* NAVD 88     -                                                        
 GC2384  ___________________________________________________________________
 GC2384  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 GC2384  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GC2384
 GC2384  HORZ ORDER  -  THIRD
 GC2384
 GC2384.The horizontal coordinates were established by classical geodetic methods
 GC2384.and adjusted by the National Geodetic Survey in December 1995..
 GC2384
 GC2384
 GC2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2384
 GC2384.The geoid height was determined by GEOID03.
 GC2384
 GC2384;                    North         East     Units Scale Factor Converg.
 GC2384;SPC KY1Z     - 1,043,541.064 1,425,975.189   MT  1.00010580   -0 30 31.3
 GC2384;SPC KY1Z     - 3,423,684.31  4,678,386.93   sFT  1.00010580   -0 30 31.3
 GC2384;SPC KY S     -   543,531.165   425,982.852   MT  1.00000195   -0 30 09.0
 GC2384;SPC KY S     - 1,783,235.16  1,397,578.74   sFT  1.00000195   -0 30 09.0
 GC2384;SPC TN       -   265,260.000   548,312.277   MT  1.00006860   -0 20 19.4
 GC2384;SPC TN       -   870,273.85  1,798,921.20   sFT  1.00006860   -0 20 19.4
 GC2384;UTM  16      - 4,064,191.134   537,634.455   MT  0.99961745   +0 15 07.2
 GC2384
 GC2384                          SUPERSEDED SURVEY CONTROL
 GC2384
 GC2384  NAD 83(1986)-  36 43 21.63451(N)    086 34 42.80050(W) AD(       ) 4
 GC2384  NAD 27      -  36 43 21.49200(N)    086 34 42.80900(W) AD(       ) 3
 GC2384
 GC2384.Superseded values are not recommended for survey control.
 GC2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2384.See file dsdata.txt to determine how the superseded data were derived.
 GC2384
 GC2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3763464191(NAD 83)
 GC2384_MARKER: 55 = TOWER
 GC2384
 GC2384  HISTORY     - Date     Condition        Report By
 GC2384  HISTORY     - 1951     FIRST OBSERVED   CGS
 GC2384
 GC2384                          STATION DESCRIPTION
 GC2384
 GC2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2384'THE STATION IS LOCATED ATOP THE BRICK COURTHOUSE BUILDING IN
 GC2384'FRANKLIN.  THE STATION IS A BRICK CLOCK TOWER ABOUT 40 FEET HIGH
 GC2384'WITH A CLOCK ON ALL FOUR SIDES.  THE POINT OF INTERSECTION WAS THE
 GC2384'CENTER OF THE TOP OF THE TOP OF THE CLOCK TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2068 ***********************************************************************
 HZ2068  DESIGNATION -  FRANKLINTON
 HZ2068  PID         -  HZ2068
 HZ2068  STATE/COUNTY-  KY/HENRY
 HZ2068  USGS QUAD   -  FRANKLINTON (1987)
 HZ2068
 HZ2068                         *CURRENT SURVEY CONTROL
 HZ2068  ___________________________________________________________________
 HZ2068* NAD 83(1993)-  38 27 12.19957(N)    085 02 38.58657(W)     ADJUSTED  
 HZ2068* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 HZ2068  ___________________________________________________________________
 HZ2068  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 HZ2068  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HZ2068
 HZ2068  HORZ ORDER  -  SECOND
 HZ2068
 HZ2068.The horizontal coordinates were established by classical geodetic methods
 HZ2068.and adjusted by the National Geodetic Survey in December 1995..
 HZ2068
 HZ2068.The orthometric height was scaled from a topographic map.
 HZ2068
 HZ2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2068
 HZ2068.The geoid height was determined by GEOID03.
 HZ2068
 HZ2068;                    North         East     Units Scale Factor Converg.
 HZ2068;SPC KY1Z     - 1,235,526.771 1,561,618.151   MT  0.99995556   +0 26 00.3
 HZ2068;SPC KY1Z     - 4,053,557.41  5,123,408.88   sFT  0.99995556   +0 26 00.3
 HZ2068;SPC KY N     -   106,122.189   430,691.532   MT  0.99996211   -0 29 38.2
 HZ2068;SPC KY N     -   348,169.22  1,413,027.13   sFT  0.99996211   -0 29 38.2
 HZ2068;UTM  16      - 4,257,933.428   670,671.966   MT  0.99995873   +1 12 60.0
 HZ2068
 HZ2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2068!SPC KY1Z     -   0.99995980  x   0.99995556  =   0.99991536
 HZ2068!SPC KY N     -   0.99995980  x   0.99996211  =   0.99992191
 HZ2068!UTM  16      -   0.99995980  x   0.99995873  =   0.99991853
 HZ2068
 HZ2068|---------------------------------------------------------------------|
 HZ2068| PID    Reference Object                     Distance      Geod. Az  |
 HZ2068|                                                           dddmmss.s |
 HZ2068| CG7850 FRANKLINTON RM 1                     23.671 METERS 17721     |
 HZ2068| CG7851 FRANKLINTON RM 2                     23.500 METERS 28511     |
 HZ2068|---------------------------------------------------------------------|
 HZ2068
 HZ2068                          SUPERSEDED SURVEY CONTROL
 HZ2068
 HZ2068  NAD 83(1986)-  38 27 12.20387(N)    085 02 38.59442(W) AD(       ) 2
 HZ2068  NAD 27      -  38 27 11.96400(N)    085 02 38.76600(W) AD(       ) 2
 HZ2068
 HZ2068.Superseded values are not recommended for survey control.
 HZ2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2068.See file dsdata.txt to determine how the superseded data were derived.
 HZ2068
 HZ2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH7067257933(NAD 83)
 HZ2068_MARKER: DS = TRIANGULATION STATION DISK
 HZ2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2068
 HZ2068  HISTORY     - Date     Condition        Report By
 HZ2068  HISTORY     - 1949     MONUMENTED       CGS
 HZ2068
 HZ2068                          STATION DESCRIPTION
 HZ2068
 HZ2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2068'STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF OWENTON AND 7 MILES
 HZ2068'EAST OF NEW CASTLE ON A HIGH KNOLL. IT IS 20 FEET SOUTH OF CENTER
 HZ2068'OF A GRAVEL ROAD, 15 FEET WEST OF A FENCE LINE AND 13 FEET SOUTH OF A
 HZ2068'WHITE WITNESS POST AND FENCE LINE. THE MARK IS ABOUT 12 INCHES
 HZ2068'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED FRANKLINTON
 HZ2068'1949.
 HZ2068'
 HZ2068'REFERENCE MARK NO. 1 IS 4 FEET NORTH OF A WALNUT TREE AND 1 FOOT WEST
 HZ2068'OF A FENCE. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 HZ2068'STAMPED FRANKLINTON NO 1 1949.
 HZ2068'
 HZ2068'REFERENCE MARK NO.2 IS 17 FEET SOUTH OF CENTER OF GRAVEL ROAD AND 1
 HZ2068'FOOT SOUTH OF A FENCE LINE. THE MARK PROJECTS ABOUT 2 INCHES
 HZ2068'AND THE DISK IS STAMPED FRANKLINTON NO 2 1949.
 HZ2068'
 HZ2068'TO REACH STATION FROM THE WEST END OF THE BRIDGE OVER THE KENTUCKY
 HZ2068'RIVER IN THE VILLAGE OF GRATZ, GO SOUTHWEST ON STATE HIGHWAY
 HZ2068'22 FOR 6.05 MILES TO A GRAVEL T-ROAD, RIGHT, TURN RIGHT AND GO WEST
 HZ2068'AND NORTH FOR 0.6 MILE TO ANOTHER T ROAD, TURN RIGHT ON ANOTHER
 HZ2068'GRAVEL ROAD AND GO NORTH FOR 1.5 MILES TO THE VILLAGE OF FRANKLINTON
 HZ2068'AND A CROSS ROAD, TURN RIGHT AT CROSS ROAD AND GO NORTH AND EAST
 HZ2068'FOR 0.75 MILE TO THE STATION ON TOP OF A KNOLL ON RIGHT OR SOUTH OF
 HZ2068'ROAD AS DESCRIBED.
 HZ2068'
 HZ2068'HEIGHT OF LIGHT ABOVE STATION MARK IS 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2401 ***********************************************************************
 HZ2401  DESIGNATION -  FRENCH
 HZ2401  PID         -  HZ2401
 HZ2401  STATE/COUNTY-  KY/CLARK
 HZ2401  USGS QUAD   -  SIDEVIEW (1976)
 HZ2401
 HZ2401                         *CURRENT SURVEY CONTROL
 HZ2401  ___________________________________________________________________
 HZ2401* NAD 83(1993)-  38 01 45.35501(N)    084 01 35.17172(W)     ADJUSTED  
 HZ2401* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 HZ2401  ___________________________________________________________________
 HZ2401  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 HZ2401  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HZ2401
 HZ2401  HORZ ORDER  -  SECOND
 HZ2401
 HZ2401.The horizontal coordinates were established by classical geodetic methods
 HZ2401.and adjusted by the National Geodetic Survey in December 1995..
 HZ2401
 HZ2401.The orthometric height was scaled from a topographic map.
 HZ2401
 HZ2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2401
 HZ2401.The geoid height was determined by GEOID03.
 HZ2401
 HZ2401;                    North         East     Units Scale Factor Converg.
 HZ2401;SPC KY1Z     - 1,189,616.218 1,651,302.186   MT  0.99990849   +1 03 29.5
 HZ2401;SPC KY1Z     - 3,902,932.54  5,417,647.26   sFT  0.99990849   +1 03 29.5
 HZ2401;SPC KY N     -    58,770.412   519,628.125   MT  0.99999112   +0 08 20.7
 HZ2401;SPC KY N     -   192,815.93  1,704,813.27   sFT  0.99999112   +0 08 20.7
 HZ2401;SPC KY S     -   689,593.887   651,319.104   MT  1.00001892   +1 02 43.0
 HZ2401;SPC KY S     - 2,262,442.61  2,136,869.43   sFT  1.00001892   +1 02 43.0
 HZ2401;UTM  16      - 4,213,236.566   760,995.633   MT  1.00043905   +1 49 58.6
 HZ2401;UTM  17      - 4,213,386.435   234,362.543   MT  1.00046917   -1 51 56.0
 HZ2401
 HZ2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2401!SPC KY1Z     -   0.99995340  x   0.99990849  =   0.99986190
 HZ2401!SPC KY N     -   0.99995340  x   0.99999112  =   0.99994452
 HZ2401!SPC KY S     -   0.99995340  x   1.00001892  =   0.99997232
 HZ2401!UTM  16      -   0.99995340  x   1.00043905  =   1.00039243
 HZ2401!UTM  17      -   0.99995340  x   1.00046917  =   1.00042255
 HZ2401
 HZ2401:                Primary Azimuth Mark                     Grid Az
 HZ2401:SPC KY1Z     -  MT STERLING MUNICIPAL SPIPE              062 26 21.8
 HZ2401:SPC KY N     -  MT STERLING MUNICIPAL SPIPE              063 21 30.6
 HZ2401:SPC KY S     -  MT STERLING MUNICIPAL SPIPE              062 27 08.3
 HZ2401:UTM  16      -  MT STERLING MUNICIPAL SPIPE              061 39 52.7
 HZ2401:UTM  17      -  MT STERLING MUNICIPAL SPIPE              065 21 47.3
 HZ2401
 HZ2401|---------------------------------------------------------------------|
 HZ2401| PID    Reference Object                     Distance      Geod. Az  |
 HZ2401|                                                           dddmmss.s |
 HZ2401| HY2450 MT STERLING MUNICIPAL SPIPE         APPROX.10.2 KM 0632951.3 |
 HZ2401| HY2449 MT STERLING MONTGOMERY CTHSE        APPROX. 8.0 KM 0671225.0 |
 HZ2401| DB9390 FRENCH RM 1                          25.628 METERS 07728     |
 HZ2401| DB9389 FRENCH AZ MK RESET                                 1720856.9 |
 HZ2401| HZ2400 NO 438 KYGS 1935                     17.413 METERS 22816     |
 HZ2401| DB9388 FRENCH AZ MK                                       2842048.2 |
 HZ2401| DB9391 FRENCH RM 2                          25.100 METERS 33913     |
 HZ2401|---------------------------------------------------------------------|
 HZ2401
 HZ2401                          SUPERSEDED SURVEY CONTROL
 HZ2401
 HZ2401  NAD 83(1986)-  38 01 45.36039(N)    084 01 35.17842(W) AD(       ) 2
 HZ2401  NAD 27      -  38 01 45.07300(N)    084 01 35.45100(W) AD(       ) 2
 HZ2401
 HZ2401.Superseded values are not recommended for survey control.
 HZ2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2401.See file dsdata.txt to determine how the superseded data were derived.
 HZ2401
 HZ2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH6099613237(NAD 83)
 HZ2401_MARKER: DS = TRIANGULATION STATION DISK
 HZ2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2401
 HZ2401  HISTORY     - Date     Condition        Report By
 HZ2401  HISTORY     - 1935     MONUMENTED       CGS
 HZ2401  HISTORY     - 1950     GOOD             USGS
 HZ2401  HISTORY     - 1951     GOOD             CGS
 HZ2401
 HZ2401                          STATION DESCRIPTION
 HZ2401
 HZ2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2401'STATION IS ON A HIGH DIVIDING RIDGE BETWEEN STONER CREEK AND SOMERSET
 HZ2401'CREEK, ABOUT 5-1/2 MILES SW OF MT. STERLING, 8-1/2 MILES ENE OF
 HZ2401'WINCHESTER ON THE PROPERTY OF MR. W.B. FRENCH.  IT IS 12 INCHES N OF
 HZ2401'E-W FENCE LINE, 72 FEET E OF ROAD (THOMPSON STATION ROAD), 58.7 FEET
 HZ2401'S OF SW CORNER OF BARN 37.2 FEET E OF GATE LEADING INTO FIELD.
 HZ2401'
 HZ2401'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2401'DISKS SET IN CONCRETE.
 HZ2401'
 HZ2401'REFERENCE MARK NO.1 IS E OF STATION ON E W FENCE LINE, 45 FEET SE OF
 HZ2401'SE CORNER OF BARN.
 HZ2401'
 HZ2401'REFERENCE MARK NO.2 IS N OF STATION, ALONG N-S FENCE LINE, 12 FEET E
 HZ2401'OF CENTER LINE OF ROAD, AND 40 FEET W OF W SIDE OF BARN.
 HZ2401'
 HZ2401'AZIMUTH MARK IS NW OF STATION, 6 PACES N OF CENTER LINE OF HIGHWAY
 HZ2401'60, 0.1 MILE W OF ROAD LEADING TO STATION, 13 PACES NNE OF TELEPHONE
 HZ2401'POLE NO.1156.
 HZ2401'
 HZ2401'TRAVERSE STATION NO.438 IS SW OF STATION ALONG N-S FENCE LINE, 12
 HZ2401'FEET E OF CENTER LINE OF ROAD.  IT IS A STANDARD STATE SURVEY DISK
 HZ2401'SET IN A 6-INCH SQUARE CONCRETE POST.
 HZ2401'
 HZ2401'TRAVERSE STATION NO.437 IS 26 FEET S OF CENTER LINE OF U.S. HIGHWAY
 HZ2401'60, 2400 FEET W OF INTERSECTION U.S. HIGHWAY 60 AND THOMPSON STATION
 HZ2401'ROAD.  IT IS A STANDARD STATE SURVEY DISK SET IN A 6-INCH CONCRETE
 HZ2401'POST.
 HZ2401'
 HZ2401'TRAVERSE STATION NO.137-M (U.S.G.S.) TRANSIT TRAVERSE) IS E OF
 HZ2401'STATION 30 FEET S OF CENTER LINE OF U.S. HIGHWAY 60, 2 FEET N OF WIRE
 HZ2401'FENCE LINE.  IT IS A STANDARD U.S.G.S. DISK SET IN CONCRETE POST
 HZ2401'AND STAMPED TT STATION 137-M 1928.  STATION IS 0.8 MILE E OF STATION
 HZ2401'FRENCH.
 HZ2401'
 HZ2401'TO REACH FROM THE COURTHOUSE IN WINCHESTER GO NW ON U.S. HIGHWAY 60
 HZ2401'FOR 10.3 MILES TO T-ROAD RIGHT AT A STANDARD GAS STATION.  TURN
 HZ2401'RIGHT AND GO 0.1 MILE TO GATE OF LEFT AND STATION SITE ON LEFT.
 HZ2401'
 HZ2401'A 64 FOOT TOWER WILL CLEAR ALL LINES.
 HZ2401'
 HZ2401'NO NATURAL OBJECTS VISIBLE FROM GROUND.
 HZ2401
 HZ2401                          STATION RECOVERY (1950)
 HZ2401
 HZ2401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950 (MAH)
 HZ2401'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 HZ2401
 HZ2401                          STATION RECOVERY (1951)
 HZ2401
 HZ2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (MAH)
 HZ2401'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WITH THE EXCEPTION
 HZ2401'OF NO.437 (KY.GEOD.S.) WERE RECOVERED IN GOOD CONDITION.  THE
 HZ2401'DISTANCE TO RM NO.1 DID NOT CHECK.  THE DIRECTION TO RM NO.2 AND TT
 HZ2401'137 M (USGS) BM DID NOT CHECK.  THE AZILMUTH MARK ESTABLISHED IN
 HZ2401'1935 IS IN DANGER OF BEING DESTROYED BY HIGHWAY CONSTRUCTION AND WAS
 HZ2401'DESTROYED BY THIS PARTY AFTER OBSERVATIONS WERE MADE ON IT.  A
 HZ2401'COMPLETE NEW DESCRIPTION FOLLOWS.
 HZ2401'
 HZ2401'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF WINCHESTER AND 5 MILES
 HZ2401'SOUTHWEST OF MOUNT STERLING AND ABOUT 500 FEET SOUTH OF U.S. HIGHWAY
 HZ2401'60.  IT IS 50 FEET EAST OF THE CENTER OF THOMPSON STATION ROAD AND
 HZ2401'11 FEET SOUTH OF A GRAVEL FARM LANE.  THE MARK IS FLUSH WITH THE
 HZ2401'GROUND AND THE DISK IS STAMPED FRENCH 1935.
 HZ2401'
 HZ2401'REFERENCE MARK NO.1 IS 84.08 FEET OF THE STATION AND 84 FEET
 HZ2401'SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN.  THE MARK PROJECTS ABOUT
 HZ2401'2 INCHES AND THE DISK IS STAMPED FRENCH NO 1 1935.
 HZ2401'
 HZ2401'REFERENCE MARK NO.2 IS 82.35 FEET NORTHWEST OF THE STATION, 38 FEET
 HZ2401'SOUTH OF A FENCE CORNER, 13 FEET EAST OF THOMPSON STATION ROAD AND 1
 HZ2401'FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 HZ2401'THE DISK IS STAMPED FRENCH NO 2 1951.
 HZ2401'
 HZ2401'AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  IT IS 115 FEET WEST
 HZ2401'OF THE NORTHWEST CORNER OF A FRAME HOUSE, 6 FEET NORTH OF THE CENTER
 HZ2401'OF A FARM LANE, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 HZ2401'SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HZ2401'STAMPED FRENCH 1935 RESET 1951.
 HZ2401'
 HZ2401'NO.438 (KY.GEOD.S.) IS 57.13 FEET SOUTHWEST OF THE STATION, 12 FEET
 HZ2401'EAST OF THOMPSON STATION ROAD AND 1 FOOT WEST OF A FENCE LINE.  THE
 HZ2401'MARK IS A 6X6 INCH CONCRETE POST, THAT PROJECT ABOUT 2 INCHES WITH
 HZ2401'A BRONZE USC AND GS AND SS DISK IN THE TOP WHICH IS STAMPED 483.
 HZ2401'
 HZ2401'TT 137 M (USGS) BM IS 0.8 MILE NORTHEST OF THE STATION, 146 FEET WEST
 HZ2401'OF THE WEST EDGE OF A CONCRETE CULVERT, 30 FEET SOUTHWEST OF THE
 HZ2401'INTERSECTION OF U.S. HIGHWAY 60 AND A PAVED T ROAD NORTH AND 2 FEET
 HZ2401'NORTH OF A FENCE.  THE MARK IS A 6X6 INCH CONCRETE POST PROJECTING
 HZ2401'ABOUT 2 INCHES WITH A USGS BRONZE BENCH MARK DISK IN THE TOP WHICH IS
 HZ2401'STAMPED TT STA NO 137 M 1928.
 HZ2401'
 HZ2401'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN WINCHESTER,
 HZ2401'GO NORTHEAST ON U.S. HIGHWAY 60 FOR 10.2 MILES TO A PAVED T ROAD
 HZ2401'RIGHT, (THOMPSON STATION ROAD), TURN RIGHT AND GO SOUTH ON THOMPSON
 HZ2401'STATION ROAD FOR 0.1 MILE AND THE STATION ON THE LEFT AS DESCRIBED.
 HZ2401'
 HZ2401'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON THOMPSON
 HZ2401'STATION ROAD FOR 0.25 MILE TO A FARM LANE ON THE LEFT, TURN LEFT AND
 HZ2401'GO EAST ON FARM LANE FOR 0.1 MILE AND THE AZIMUTH MARK ON THE LEFT
 HZ2401'AS DESCRIBED.
 HZ2401'
 HZ2401'TO REACH TT 137 M (USGS) BM, FROM THE INTERSECTION OF U.S. HIGHWAY 60
 HZ2401'AND THOMPSON STATION ROAD, GO NORTHEAST ON HIGHWAY 60 FOR 0.85 MILE
 HZ2401'TO A PAVED T ROAD ON THE LEFT AND THE MARK ON THE RIGHT AS DESCRIBED.
 HZ2401'
 HZ2401'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2766 ***********************************************************************
 GZ2766  DESIGNATION -  FRENCHMAN
 GZ2766  PID         -  GZ2766
 GZ2766  STATE/COUNTY-  KY/HART
 GZ2766  USGS QUAD   -  CANMER (1987)
 GZ2766
 GZ2766                         *CURRENT SURVEY CONTROL
 GZ2766  ___________________________________________________________________
 GZ2766* NAD 83(1993)-  37 21 17.73666(N)    085 52 24.85269(W)     ADJUSTED  
 GZ2766* NAVD 88     -       352.4    (meters)    1156.     (feet)  VERTCON   
 GZ2766  ___________________________________________________________________
 GZ2766  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GZ2766  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GZ2766
 GZ2766  HORZ ORDER  -  FIRST
 GZ2766
 GZ2766.The horizontal coordinates were established by classical geodetic methods
 GZ2766.and adjusted by the National Geodetic Survey in December 1995..
 GZ2766
 GZ2766.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2766
 GZ2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2766
 GZ2766.The geoid height was determined by GEOID03.
 GZ2766
 GZ2766;                    North         East     Units Scale Factor Converg.
 GZ2766;SPC KY1Z     - 1,113,387.252 1,489,052.740   MT  0.99994609   -0 04 33.1
 GZ2766;SPC KY1Z     - 3,652,838.01  4,885,333.86   sFT  0.99994609   -0 04 33.1
 GZ2766;SPC KY S     -   613,377.641   489,052.747   MT  0.99994547   -0 04 29.8
 GZ2766;SPC KY S     - 2,012,389.81  1,604,500.55   sFT  0.99994547   -0 04 29.8
 GZ2766;UTM  16      - 4,134,841.782   599,759.231   MT  0.99972259   +0 41 00.7
 GZ2766
 GZ2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2766!SPC KY1Z     -   0.99994970  x   0.99994609  =   0.99989579
 GZ2766!SPC KY S     -   0.99994970  x   0.99994547  =   0.99989517
 GZ2766!UTM  16      -   0.99994970  x   0.99972259  =   0.99967230
 GZ2766
 GZ2766|---------------------------------------------------------------------|
 GZ2766| PID    Reference Object                     Distance      Geod. Az  |
 GZ2766|                                                           dddmmss.s |
 GZ2766| CG7853 FRENCHMAN RM 1                       21.415 METERS 05729     |
 GZ2766| GZ2741 MACKS                               APPROX.18.0 KM 1224033.3 |
 GZ2766| CG7852 FRENCHMAN AZ MK                                    1461043.3 |
 GZ2766| CG7854 FRENCHMAN RM 2                       17.992 METERS 16432     |
 GZ2766| HA1356 AIRWAY BEACON 73                    APPROX.18.1 KM 2491840.1 |
 GZ2766| HA1352 AIRWAY BEACON 74                    APPROX.15.4 KM 3040048.0 |
 GZ2766|---------------------------------------------------------------------|
 GZ2766
 GZ2766                          SUPERSEDED SURVEY CONTROL
 GZ2766
 GZ2766  NAD 83(1986)-  37 21 17.74460(N)    085 52 24.86009(W) AD(       ) 1
 GZ2766  NAD 27      -  37 21 17.54300(N)    085 52 24.98000(W) AD(       ) 1
 GZ2766  NGVD 29 (07/19/86)  352.5    (m)         1156.     (f) VERT ANG       
 GZ2766
 GZ2766.Superseded values are not recommended for survey control.
 GZ2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2766.See file dsdata.txt to determine how the superseded data were derived.
 GZ2766
 GZ2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9975934842(NAD 83)
 GZ2766_MARKER: DS = TRIANGULATION STATION DISK
 GZ2766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GZ2766
 GZ2766  HISTORY     - Date     Condition        Report By
 GZ2766  HISTORY     - 1933     MONUMENTED       CGS
 GZ2766  HISTORY     - 1951     GOOD             CGS
 GZ2766  HISTORY     - 1960     GOOD             PAS
 GZ2766
 GZ2766                          STATION DESCRIPTION
 GZ2766
 GZ2766'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GZ2766'STATION IS ABOUT 2 MILES EAST-SOUTHEAST OF BONNIEVILLE AND 5 MILES
 GZ2766'NORTH OF MUNFORDVILLE, ON A PROMINENT WOODED HILL, KNOWN AS
 GZ2766'FRENCHMANS KNOB, ON LAND OWNED BY MRS. G.J. EDSELL. IT IS ON THE
 GZ2766'HIGHEST POINT OF THE KNOB, 18 FEET WEST OF A TWIN OAK TREE, 75 FEET
 GZ2766'NORTH OF THE NORTHWEST CORNER OF AN OLD CLEARING ON THE TOP OF KNOB,
 GZ2766'NOW GROWN UP TO BRUSH, AND PROJECTS 8 INCHES.
 GZ2766'
 GZ2766'TO REACH FROM THE RAILROAD STATION IN BONNIEVILLE, GO SOUTH ON U.S.
 GZ2766'HIGHWAY 31-W FOR 1.05 MILES, TURN LEFT, GO 0.6 MILE, TAKE LEFT FORK,
 GZ2766'GO 1.2 MILES, TAKE LEFT FORK, GO 0.2 MILE, TURN IN A GATE ON THE
 GZ2766'LEFT, AT THE TOP OF THE RISE, FOLLOW THE FARM ROAD TO THE
 GZ2766'FARMHOUSE, OUT THROUGH THE CORRALS, ACROSS THE CORNER OF AN OLD
 GZ2766'FIELD, NOW GROWN UP TO BRUSH, AND THROUGH A GATE INTO A ROAD ALONG
 GZ2766'THE BASE OF THE HILL. TURN LEFT AND GO TO AN OLD LOG CABIN. THIS IS
 GZ2766'THE END OF TRUCK TRAVEL. HERE TURN RIGHT TWICE AND FOLLOW THE
 GZ2766'OLD ROAD UP AROUND THE HILL, TO THE STATION NEAR THE NORTHWEST
 GZ2766'CORNER OF THE OLD CLEARING.
 GZ2766'
 GZ2766'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GZ2766'DISKS SET IN CONCRETE.
 GZ2766'
 GZ2766'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 50 FEET
 GZ2766'NORTHEAST OF THE TWIN OAK, AND PROJECTS 8 INCHES.
 GZ2766'
 GZ2766'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, AT THE NORTHWEST CORNER
 GZ2766'OF THE OLD CLEARING, 48 FEET SOUTH OF THE TWIN OAK, AND
 GZ2766'PROJECTS 8 INCHES.
 GZ2766'
 GZ2766'AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, NEAR THE SOUTHWEST
 GZ2766'CORNER OF THE OLD CLEARING, 100 FEET EAST OF THE WEST EDGE OF
 GZ2766'THE CLEARING, 125 FEET NORTH OF THE SOUTH EDGE OF THE CLEARING, AND
 GZ2766'PROJECTS 8 INCHES.
 GZ2766
 GZ2766                          STATION RECOVERY (1951)
 GZ2766
 GZ2766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2766'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GZ2766'CONDITION. THE DIRECTION TO REFERENCE MARK NO. 1 FAILED TO CHECK.
 GZ2766'THE OLD DESCRIPTION IS ADEQUATE. A NEW TO REACH THE STATION FOLLOWS.
 GZ2766'
 GZ2766'TO REACH THE STATION FROM THE CONCRETE BRIDGE OVER BACON CREEK IN
 GZ2766'BONNIEVILLE, GO SOUTH ON U.S. HIGHWAY NO. 31W FOR 1.2 MILE TO A SIDE
 GZ2766'ROAD LEFT, TURN LEFT AND GO 1.75 MILE TO A DIM ROAD FORK AND A VERY
 GZ2766'DIM ROAD LEFT, TURN LEFT ON DIM WOODS ROAD AND GO 0.15 MILE TO
 GZ2766'A SIDE ROAD LEFT, TURN LEFT AND GO 0.35 MILE TO AN OLD LOG HOUSE,HERE
 GZ2766'BEAR RIGHT UP HILL FOR 0.25 MILE TO AN OLD LOG HOUSE ON THE
 GZ2766'LEFT, TURN SHARP RIGHT ON DIM WOODS ROAD AND GO UP HILL FOR 0.15
 GZ2766'MILE TO THE TOP OF HILL AND STATION.
 GZ2766'
 GZ2766'HEIGHT OF LIGHT ABOVE THE STATION MARK 30 METERS.
 GZ2766
 GZ2766                          STATION RECOVERY (1960)
 GZ2766
 GZ2766'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 GZ2766'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 GZ2766'THE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3108 ***********************************************************************
 JZ3108  DESIGNATION -  FT THOMAS ROSSFORD AV TANK
 JZ3108  PID         -  JZ3108
 JZ3108  STATE/COUNTY-  KY/CAMPBELL
 JZ3108  USGS QUAD   -  NEWPORT (1987)
 JZ3108
 JZ3108                         *CURRENT SURVEY CONTROL
 JZ3108  ___________________________________________________________________
 JZ3108* NAD 83(1993)-  39 05 45.18027(N)    084 27 26.66361(W)     ADJUSTED  
 JZ3108* NAVD 88     -                                                        
 JZ3108  ___________________________________________________________________
 JZ3108  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 JZ3108  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3108
 JZ3108  HORZ ORDER  -  THIRD
 JZ3108
 JZ3108.The horizontal coordinates were established by classical geodetic methods
 JZ3108.and adjusted by the National Geodetic Survey in April 1998..
 JZ3108
 JZ3108
 JZ3108.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3108
 JZ3108.The geoid height was determined by GEOID03.
 JZ3108
 JZ3108;                    North         East     Units Scale Factor Converg.
 JZ3108;SPC KY1Z     - 1,307,394.670 1,611,832.599   MT  1.00013179   +0 47 37.0
 JZ3108;SPC KY1Z     - 4,289,344.01  5,288,154.12   sFT  1.00013179   +0 47 37.0
 JZ3108;SPC KY N     -   177,166.416   482,057.007   MT  1.00002220   -0 07 44.5
 JZ3108;SPC KY N     -   581,253.48  1,581,548.70   sFT  1.00002220   -0 07 44.5
 JZ3108;SPC OH S     -   123,492.661   430,687.980   MT  0.99994851   -1 14 31.2
 JZ3108;UTM  16      - 4,330,494.797   719,885.089   MT  1.00019537   +1 36 14.6
 JZ3108
 JZ3108                          SUPERSEDED SURVEY CONTROL
 JZ3108
 JZ3108  NAD 83(1993)-  39 05 45.18673(N)    084 27 26.67075(W) AD(       ) 4
 JZ3108  NAD 83(1986)-  39 05 45.18371(N)    084 27 26.67471(W) AD(       ) 4
 JZ3108  NAD 27      -  39 05 44.96390(N)    084 27 26.88310(W) AD(       ) 3
 JZ3108
 JZ3108.Superseded values are not recommended for survey control.
 JZ3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3108.See file dsdata.txt to determine how the superseded data were derived.
 JZ3108
 JZ3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1988530495(NAD 83)
 JZ3108_MARKER: 53 = ELEVATED TANK
 JZ3108
 JZ3108  HISTORY     - Date     Condition        Report By
 JZ3108  HISTORY     - 1966     FIRST OBSERVED   KYHD
 JZ3108
 JZ3108                          STATION DESCRIPTION
 JZ3108
 JZ3108'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (EB)
 JZ3108'STATION IS LOCATED IN THE NORTHERN PART OF FORT THOMAS, APPROXIMATELY
 JZ3108'300 FEET SOUTHWEST OF THE JUNCTION OF ROSSFORD AVENUE AND CAPRI
 JZ3108'STREET.  IT IS A 6 LEGGED STEEL STRUCTURE, PAINTED ORANGE AND WHITE,
 JZ3108'APPROXIMATELY 100 FEET HIGH, WITH A WARNING LIGHT IN THE CENTER
 JZ3108'OF TANK ON TOP.  POINT OBSERVED WAS CENTER OF WARNING LIGHT.
 JZ3108'
 JZ3108'TO REACH THE STATION FROM THE JUNCTION OF NORTH FORT THOMAS AVENUE
 JZ3108'AND ROSSFORD AVENUE, GO SOUTHWEST ON ROSSFORD AVENUE FOR 0.4
 JZ3108'MILE TO JUNCTION WITH CAPRI STREET AND STATION APPROXIMATELY 300 FEET
 JZ3108'SOUTHWEST ON HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0455 ***********************************************************************
 GD0455  DESIGNATION -  FULTON AZ MK
 GD0455  PID         -  GD0455
 GD0455  STATE/COUNTY-  KY/FULTON
 GD0455  USGS QUAD   -  CRUTCHFIELD (1969)
 GD0455
 GD0455                         *CURRENT SURVEY CONTROL
 GD0455  ___________________________________________________________________
 GD0455* NAD 83(1986)-  36 30 23.     (N)    088 52 32.     (W)     SCALED    
 GD0455* NAVD 88     -       109.090  (meters)     357.91   (feet)  ADJUSTED  
 GD0455  ___________________________________________________________________
 GD0455  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GD0455  DYNAMIC HT  -         109.004 (meters)     357.62  (feet)  COMP
 GD0455  MODELED GRAV-     979,841.6   (mgal)                       NAVD 88
 GD0455
 GD0455  VERT ORDER  -  FIRST     CLASS II
 GD0455
 GD0455.The horizontal coordinates were scaled from a topographic map and have
 GD0455.an estimated accuracy of +/- 6 seconds.
 GD0455
 GD0455.The orthometric height was determined by differential leveling
 GD0455.and adjusted by the National Geodetic Survey in June 1991..
 GD0455
 GD0455.The geoid height was determined by GEOID03.
 GD0455
 GD0455.The dynamic height is computed by dividing the NAVD 88
 GD0455.geopotential number by the normal gravity value computed on the
 GD0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0455.degrees latitude (g = 980.6199 gals.).
 GD0455
 GD0455.The modeled gravity was interpolated from observed gravity values.
 GD0455
 GD0455;                    North         East    Units  Estimated Accuracy
 GD0455;SPC KY1Z     - 1,023,900.    1,220,000.      MT  (+/- 180 meters Scaled)
 GD0455
 GD0455                          SUPERSEDED SURVEY CONTROL
 GD0455
 GD0455  NGVD 29 (??/??/??)  109.064  (m)          357.82   (f) ADJUSTED    1 2
 GD0455
 GD0455.Superseded values are not recommended for survey control.
 GD0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0455.See file dsdata.txt to determine how the superseded data were derived.
 GD0455
 GD0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF320417(NAD 83)
 GD0455_MARKER: DZ = AZIMUTH MARK DISK
 GD0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0455_SP_SET: CURB
 GD0455_STAMPING: FULTON 1934 AZI
 GD0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0455
 GD0455  HISTORY     - Date     Condition        Report By
 GD0455  HISTORY     - 1934     MONUMENTED       CGS
 GD0455  HISTORY     - 1948     GOOD             CGS
 GD0455  HISTORY     - 20020816 MARK NOT FOUND   USACE
 GD0455
 GD0455                          STATION DESCRIPTION
 GD0455
 GD0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0455'AT FULTON.
 GD0455'AT FULTON, AT THE CORNER OF LAKE AND FOURTH STREETS, SET IN THE
 GD0455'TOP OF THE NORTHWEST CURB OF LAKE STREET AND IN LINE WITH THE
 GD0455'NORTHEAST WALL OF SMITHS CAFE, 7.5 FEET SOUTHEAST OF THE EAST
 GD0455'CORNER OF THE BUILDING, 22 FEET NORTHWEST OF THE CENTER LINE OF
 GD0455'LAKE STREET, 24 FEET SOUTHWEST OF THE CENTER LINE OF FOURTH STREET,
 GD0455'AND ABOUT LEVEL WITH THE WALK.
 GD0455
 GD0455                          STATION RECOVERY (2002)
 GD0455
 GD0455'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0455'MARK DESTROYED. NEW CURB IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1546 ***********************************************************************
 GD1546  DESIGNATION -  FULTON BLACK BRICK CHIMNEY
 GD1546  PID         -  GD1546
 GD1546  STATE/COUNTY-  KY/FULTON
 GD1546  USGS QUAD   -  CRUTCHFIELD (1969)
 GD1546
 GD1546                         *CURRENT SURVEY CONTROL
 GD1546  ___________________________________________________________________
 GD1546* NAD 83(1993)-  36 30 53.99422(N)    088 53 06.74212(W)     ADJUSTED  
 GD1546* NAVD 88     -                                                        
 GD1546  ___________________________________________________________________
 GD1546  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 GD1546  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GD1546
 GD1546  HORZ ORDER  -  THIRD
 GD1546
 GD1546.The horizontal coordinates were established by classical geodetic methods
 GD1546.and adjusted by the National Geodetic Survey in December 1995..
 GD1546
 GD1546
 GD1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1546
 GD1546.The geoid height was determined by GEOID03.
 GD1546
 GD1546;                    North         East     Units Scale Factor Converg.
 GD1546;SPC KY1Z     - 1,024,881.115 1,219,168.670   MT  1.00018437   -1 55 29.6
 GD1546;SPC KY1Z     - 3,362,464.12  3,999,889.21   sFT  1.00018437   -1 55 29.6
 GD1546;SPC KY S     -   524,819.796   219,206.016   MT  1.00004680   -1 54 05.0
 GD1546;SPC KY S     - 1,721,846.28    719,178.40   sFT  1.00004680   -1 54 05.0
 GD1546;SPC TN       -   245,869.679   341,593.612   MT  1.00001892   -1 41 20.8
 GD1546;SPC TN       -   806,657.44  1,120,711.71   sFT  1.00001892   -1 41 20.8
 GD1546;UTM  16      - 4,042,724.592   331,193.460   MT  0.99995109   -1 07 19.3
 GD1546
 GD1546                          SUPERSEDED SURVEY CONTROL
 GD1546
 GD1546  NAD 83(1986)-  36 30 54.00755(N)    088 53 06.73987(W) AD(       ) 4
 GD1546  NAD 27      -  36 30 53.79000(N)    088 53 06.52400(W) AD(       ) 3
 GD1546
 GD1546.Superseded values are not recommended for survey control.
 GD1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1546.See file dsdata.txt to determine how the superseded data were derived.
 GD1546
 GD1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3119342725(NAD 83)
 GD1546_MARKER: 85 = CHIMNEY
 GD1546
 GD1546  HISTORY     - Date     Condition        Report By
 GD1546  HISTORY     - 1934     FIRST OBSERVED   CGS
 GD1546
 GD1546                          STATION DESCRIPTION
 GD1546
 GD1546'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0457 ***********************************************************************
 GD0457  DESIGNATION -  FULTON RM 2
 GD0457  PID         -  GD0457
 GD0457  STATE/COUNTY-  KY/FULTON
 GD0457  USGS QUAD   -  CRUTCHFIELD (1969)
 GD0457
 GD0457                         *CURRENT SURVEY CONTROL
 GD0457  ___________________________________________________________________
 GD0457* NAD 83(1986)-  36 30 08.     (N)    088 52 38.     (W)     SCALED    
 GD0457* NAVD 88     -       110.087  (meters)     361.18   (feet)  ADJUSTED  
 GD0457  ___________________________________________________________________
 GD0457  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GD0457  DYNAMIC HT  -         110.000 (meters)     360.89  (feet)  COMP
 GD0457  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 GD0457
 GD0457  VERT ORDER  -  FIRST     CLASS II
 GD0457
 GD0457.The horizontal coordinates were scaled from a topographic map and have
 GD0457.an estimated accuracy of +/- 6 seconds.
 GD0457
 GD0457.The orthometric height was determined by differential leveling
 GD0457.and adjusted by the National Geodetic Survey in June 1991..
 GD0457
 GD0457.The geoid height was determined by GEOID03.
 GD0457
 GD0457.The dynamic height is computed by dividing the NAVD 88
 GD0457.geopotential number by the normal gravity value computed on the
 GD0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0457.degrees latitude (g = 980.6199 gals.).
 GD0457
 GD0457.The modeled gravity was interpolated from observed gravity values.
 GD0457
 GD0457;                    North         East    Units  Estimated Accuracy
 GD0457;SPC KY1Z     - 1,023,440.    1,219,840.      MT  (+/- 180 meters Scaled)
 GD0457
 GD0457                          SUPERSEDED SURVEY CONTROL
 GD0457
 GD0457  NGVD 29 (??/??/??)  110.060  (m)          361.09   (f) ADJUSTED    1 2
 GD0457
 GD0457.Superseded values are not recommended for survey control.
 GD0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0457.See file dsdata.txt to determine how the superseded data were derived.
 GD0457
 GD0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF318412(NAD 83)
 GD0457_MARKER: DR = REFERENCE MARK DISK
 GD0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0457_SP_SET: BRIDGE
 GD0457_STAMPING: FULTON NO 2 1934
 GD0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0457+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 GD0457
 GD0457  HISTORY     - Date     Condition        Report By
 GD0457  HISTORY     - 1934     MONUMENTED       CGS
 GD0457  HISTORY     - 1948     GOOD             CGS
 GD0457  HISTORY     - 20020814 GOOD             USACE
 GD0457
 GD0457                          STATION DESCRIPTION
 GD0457
 GD0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0457'AT FULTON.
 GD0457'AT FULTON, ABOUT 0.3 MILE SOUTHWEST ALONG LAKE STREET FROM SMITHS
 GD0457'CAFE, NEAR THE INTERSECTION OF STATE LINE STREET AND THE MEMPHIS
 GD0457'TRACK OF THE ILLINOIS CENTRAL RAILROAD, SET IN THE TOP OF THE
 GD0457'SOUTHWEST END OF THE CONCRETE RAIL OF A BRIDGE OVER A CREEK, ABOUT
 GD0457'30 YARDS NORTHWEST OF THE RAILROAD TRACKS AND ABOUT 5 FEET ABOVE
 GD0457'THE STREET.
 GD0457
 GD0457                          STATION RECOVERY (2002)
 GD0457
 GD0457'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0457'MARK IS AT THE INTERSECTION OF WEST STATE LINE ST AND CARR ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2523 ***********************************************************************
 GB2523  DESIGNATION -  FUNSTON RESET
 GB2523  PID         -  GB2523
 GB2523  STATE/COUNTY-  KY/MCCREARY
 GB2523  USGS QUAD   -  HAIL (1982)
 GB2523
 GB2523                         *CURRENT SURVEY CONTROL
 GB2523  ___________________________________________________________________
 GB2523* NAD 83(1993)-  36 54 14.44657(N)    084 23 50.92898(W)     ADJUSTED  
 GB2523* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 GB2523  ___________________________________________________________________
 GB2523  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 GB2523  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GB2523
 GB2523  HORZ ORDER  -  THIRD
 GB2523
 GB2523.The horizontal coordinates were established by classical geodetic methods
 GB2523.and adjusted by the National Geodetic Survey in December 1995..
 GB2523
 GB2523.The orthometric height was scaled from a topographic map.
 GB2523
 GB2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2523
 GB2523.The geoid height was determined by GEOID03.
 GB2523
 GB2523;                    North         East     Units Scale Factor Converg.
 GB2523;SPC KY1Z     - 1,064,211.489 1,620,542.739   MT  1.00004773   +0 49 49.4
 GB2523;SPC KY1Z     - 3,491,500.53  5,316,730.64   sFT  1.00004773   +0 49 49.4
 GB2523;SPC KY S     -   564,193.112   620,533.882   MT  0.99997341   +0 49 12.9
 GB2523;SPC KY S     - 1,851,023.57  2,035,868.24   sFT  0.99997341   +0 49 12.9
 GB2523;UTM  16      - 4,087,387.765   731,875.157   MT  1.00026241   +1 33 48.4
 GB2523
 GB2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2523!SPC KY1Z     -   0.99994626  x   1.00004773  =   0.99999399
 GB2523!SPC KY S     -   0.99994626  x   0.99997341  =   0.99991967
 GB2523!UTM  16      -   0.99994626  x   1.00026241  =   1.00020866
 GB2523
 GB2523|---------------------------------------------------------------------|
 GB2523| PID    Reference Object                     Distance      Geod. Az  |
 GB2523|                                                           dddmmss.s |
 GB2523| DB9401 FUNSTON RM 1                         27.514 METERS 03308     |
 GB2523| DB9399 FUNSTON AZ MK                                      1911756.3 |
 GB2523| DB9402 FUNSTON RM 2                         22.098 METERS 27856     |
 GB2523|---------------------------------------------------------------------|
 GB2523
 GB2523                          SUPERSEDED SURVEY CONTROL
 GB2523
 GB2523  NAD 83(1986)-  36 54 14.45531(N)    084 23 50.93307(W) AD(       ) 3
 GB2523  NAD 27      -  36 54 14.17100(N)    084 23 51.15400(W) AD(       ) 3
 GB2523
 GB2523.Superseded values are not recommended for survey control.
 GB2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2523.See file dsdata.txt to determine how the superseded data were derived.
 GB2523
 GB2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF3187587388(NAD 83)
 GB2523_MARKER: DS = TRIANGULATION STATION DISK
 GB2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2523
 GB2523  HISTORY     - Date     Condition        Report By
 GB2523  HISTORY     - 1950     MONUMENTED       CGS
 GB2523  HISTORY     - 1977     SEE DESCRIPTION  NGS
 GB2523
 GB2523                          STATION DESCRIPTION
 GB2523
 GB2523'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CMT)
 GB2523'STATION IS LOCATED ABOUT 17 MILES NORTHWEST OF WILLIAMSBURG AND ABOUT
 GB2523'15 MILES NORTHEAST OF
 GB2523'STEARNS.  IT IS 35 EAST OF THE CENTER OF A DIRT ROAD, 31
 GB2523'FEET SOUTHEAST OF THE
 GB2523'INTERSECTION OF DIRT CROSSROAD, 19 FEET SOUTH
 GB2523'OF THE CENTER OF DIRT ROAD AND 6 FEET
 GB2523'NORTH OF A WHITE WITNESS POST.
 GB2523'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GB2523'FUNSTON 1950.
 GB2523'
 GB2523'REFERENCE MARK NO. 1 IS 12 FEET NORTH OF THE CENTER OF DIRT ROAD.
 GB2523'THE MARK PROJECTS 6
 GB2523'INCHES AND THE DISK IS STAMPED FUNSTON NO 1 1950.
 GB2523'
 GB2523'REFERENCE MARK NO. 2 IS 13 FEET NORTH OF DIRT ROAD AND 8 FEET WEST OF
 GB2523'A 12 INCH OAK TREE.  THE
 GB2523'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FUNSTON
 GB2523'NO 2 1950.
 GB2523'
 GB2523'AZIMUTH MARK IS 12 FEET EAST OF THE CENTER OF DIRT ROAD, 2 FEET SOUTH
 GB2523'OF A WHITE WITNESS POST
 GB2523'AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS
 GB2523'6 INCHES AND THE DISK IS STAMPED
 GB2523'FUNSTON 1950.
 GB2523'
 GB2523'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 25W
 GB2523'AND STATE HIGHWAY NO.  90
 GB2523'WHICH IS ABOUT 11 MILES NORTH OF WILLIAMSBURG, GO
 GB2523'WEST ON STATE NO.  90 FOR 8.3
 GB2523'MILES TO A FERRY CROSSING THE
 GB2523'CUMBERLAND RIVER, CONTINUE ON STATE HIGHWAY NO.
 GB2523'90 FOR 6.9 MILES TO
 GB2523'A T-ROAD RIGHT, TURN RIGHT AND GO 2.5 MILES TO A T-ROAD LEFT, TURN
 GB2523'LEFT AND GO 2.15
 GB2523'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON
 GB2523'DIRT ROAD FOR 0.25 MILE TO A DIRT
 GB2523'CROSSROAD AND THE STATION IN THE
 GB2523'SOUTHEAST ANGLE.
 GB2523'
 GB2523'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GB2523
 GB2523                          STATION RECOVERY (1977)
 GB2523
 GB2523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GB2523'THE SURFACE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 GB2523'FOUND DESTROYED BY GRADING.  THE UNDERGROUND POINT WAS HELD AND A
 GB2523'NEW SURFACE STATION MARK, REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH
 GB2523'MARK WERE SET.  A POLARIS OBSERVATION WAS MADE ON THE NEW AZIMUTH
 GB2523'MARK.  A NEW DESCRIPTION FOLLOWS--
 GB2523'
 GB2523'THE STATION IS 63 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD,
 GB2523'43 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 19 FEET SOUTH OF
 GB2523'THE EXTENDED CENTERLINE OF A DRIVEWAY EAST AND 1 FOOT SOUTHEAST OF
 GB2523'A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 GB2523'IS STAMPED FUNSTON 1950 1977.
 GB2523'
 GB2523'TO REACH THE STATION FROM THE BRIDGE OVER THE RIVER AT CUMBERLAND
 GB2523'FALLS, GO WESTERLY ON STATE HIGHWAY 90 FOR 2.4 MILES TO THE JUNCTION
 GB2523'OF ROUTE 700.  CONTINUE WESTERLY ON HIGHWAY 90 FOR 2.6 MILES TO THE
 GB2523'JUNCTION OF ROUTE 896.  CONTINUE WESTERLY ON HIGHWAY 90 FOR 2.1
 GB2523'MILES TO A PAVED ROAD RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO
 GB2523'2.5 MILES TO A PAVED ROAD LEFT.  TURN LEFT ON THE PAVED AND GRAVELED
 GB2523'ROAD AND GO NORTHERLY FOR 2.4 MILES TO A SHARP CURVE RIGHT AND THE
 GB2523'STATION ON THE RIGHT.
 GB2523'
 GB2523'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON NARROW
 GB2523'GRAVELED ROAD FOR 0.2 MILES TO THE MARK ON THE LEFT.
 GB2523'
 GB2523'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GB2523'MAGNETS, STAMPED FUNSTON 1950 NO 3 1977, PROJECTING 2 INCHES, 53
 GB2523'FEET EAST OF THE CENTERLINE OF GRAVELED ROAD, 40 FEET SOUTH OF THE
 GB2523'CENTERLINE OF GRAVELED ROAD AND 1 FOOT WEST OF A METAL WITNESS
 GB2523'POST.
 GB2523'
 GB2523'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GB2523'MAGNETS, STAMPED FUNSTON 1950 NO 4 1977, PROJECTING 3 INCHES, 1 FOOT
 GB2523'SOUTH OF A METAL WITNESS POST, 21 FEET WEST OF THE CENTERLINE OF
 GB2523'THE GRAVELED ROAD AND 18 FEET NORTH OF THE CENTERLINE OF THE
 GB2523'DRIVEWAY.
 GB2523'
 GB2523'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 GB2523'ROAD, 1 FOOT NORTH OF A METAL WITNESS POST AND 7 FEET NORTHEAST
 GB2523'OF AN 8 INCH OAK TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 GB2523'IS STAMPED FUNSTON 1950 NO 2 1977.
 GB2523'
 GB2523'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15 MILES
 GB2523'NORTHEAST OF STAERNS.
 GB2523'
 GB2523'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3341 ***********************************************************************
 GY3341  DESIGNATION -  FURNACE
 GY3341  PID         -  GY3341
 GY3341  STATE/COUNTY-  KY/ESTILL
 GY3341  USGS QUAD   -  COBHILL (1976)
 GY3341
 GY3341                         *CURRENT SURVEY CONTROL
 GY3341  ___________________________________________________________________
 GY3341* NAD 83(1993)-  37 44 58.48660(N)    083 52 06.22009(W)     ADJUSTED  
 GY3341* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 GY3341  ___________________________________________________________________
 GY3341  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 GY3341  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GY3341
 GY3341  HORZ ORDER  -  THIRD
 GY3341
 GY3341.The horizontal coordinates were established by classical geodetic methods
 GY3341.and adjusted by the National Geodetic Survey in December 1995..
 GY3341
 GY3341.The orthometric height was scaled from a topographic map.
 GY3341
 GY3341.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3341
 GY3341.The geoid height was determined by GEOID03.
 GY3341
 GY3341;                    North         East     Units Scale Factor Converg.
 GY3341;SPC KY1Z     - 1,158,849.887 1,665,799.854   MT  0.99990738   +1 09 18.8
 GY3341;SPC KY1Z     - 3,801,993.34  5,465,211.69   sFT  0.99990738   +1 09 18.8
 GY3341;SPC KY S     -   658,821.450   665,810.779   MT  0.99997162   +1 08 28.0
 GY3341;SPC KY S     - 2,161,483.37  2,184,414.20   sFT  0.99997162   +1 08 28.0
 GY3341;UTM  17      - 4,181,905.576   247,281.993   MT  1.00038672   -1 45 25.2
 GY3341
 GY3341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3341!SPC KY1Z     -   0.99994026  x   0.99990738  =   0.99984765
 GY3341!SPC KY S     -   0.99994026  x   0.99997162  =   0.99991188
 GY3341!UTM  17      -   0.99994026  x   1.00038672  =   1.00032696
 GY3341
 GY3341|---------------------------------------------------------------------|
 GY3341| PID    Reference Object                     Distance      Geod. Az  |
 GY3341|                                                           dddmmss.s |
 GY3341| DB9408 FURNACE RM 2                          6.834 METERS 01551     |
 GY3341| DB9406 FURNACE AZ MK                                      0305853.5 |
 GY3341| GY3340 BM WV 3                              25.435 METERS 19025     |
 GY3341| DB9409 FURNACE RM 3                          6.620 METERS 30558     |
 GY3341| DB9407 FURNACE RM 1                         30.184 METERS 30919     |
 GY3341|---------------------------------------------------------------------|
 GY3341
 GY3341                          SUPERSEDED SURVEY CONTROL
 GY3341
 GY3341  NAD 83(1986)-  37 44 58.49265(N)    083 52 06.22646(W) AD(       ) 3
 GY3341  NAD 27      -  37 44 58.19600(N)    083 52 06.51300(W) AD(       ) 3
 GY3341
 GY3341.Superseded values are not recommended for survey control.
 GY3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3341.See file dsdata.txt to determine how the superseded data were derived.
 GY3341
 GY3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB4728281906(NAD 83)
 GY3341_MARKER: DS = TRIANGULATION STATION DISK
 GY3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3341
 GY3341  HISTORY     - Date     Condition        Report By
 GY3341  HISTORY     - 1951     MONUMENTED       CGS
 GY3341  HISTORY     - 1972     GOOD             NGS
 GY3341
 GY3341                          STATION DESCRIPTION
 GY3341
 GY3341'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GY3341'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF IRVINE AND 7 MILES
 GY3341'SOUTHEAST OF CLAY CITY ON PROPERTY OWNED BY MR. HERBERT ABNEY.  IT IS
 GY3341'120 FEET NORTH OF THE INTERSECTION OF A GRAVEL ROAD AND A DIRT ROAD
 GY3341'WEST, 48 FEET NORTHWEST OF THE CENTER OF THE GRAVEL ROAD AND 28 FEET
 GY3341'NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 GY3341'AND THE DISK IS STAMPED FURNACE 1951.
 GY3341'
 GY3341'REFERENCE MARK NO. 1 IS 15 FEET NORTHWEST OF THE CENTER OF A DIRT
 GY3341'ROAD AND 9 FEET SOUTH OF A 14 INCH OAK TREE.  THE MARK IS FLUSH WITH
 GY3341'THE GROUND AND THE DISK IS STAMPED FURNACE NO 1 1951.
 GY3341'
 GY3341'WV 3 (USGS) BM IS 96 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GY3341'FRAME HOUSE, 42 FEET NORTH OF THE INTERSECTION OF THE DIRT AND
 GY3341'GRAVEL ROAD, 9 FEET SOUTHWEST OF A 6 INCH PERSIMMON TREE.  THE MARK
 GY3341'IS A 6X6 INCH SQUARE CONCRETE POST WITH A STANDARD BRONZE USGS
 GY3341'BENCH MARK DISK IN THE TOP.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GY3341'DISK IS STAMPED WV 3 1353 1950.  THIS MARK WAS USED AS A REFERENCE
 GY3341'MARK.
 GY3341'
 GY3341'AZIMUTH MARK IS 23 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 14
 GY3341'FEET NORTH OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 GY3341'SOUTHEAST SIDE AND 5 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 GY3341'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED FURNACE 1951.
 GY3341'
 GY3341'TO REACH THE STATION FROM THE ESTILL COUNTY COURT HOUSE IN IRVINE, GO
 GY3341'EAST ON STATE HIGHWAY 52 FOR 2.05 MILE TO WHERE HIGHWAY TURNS LEFT
 GY3341'ON THIRD STREET IN RAVENNA, TURN LEFT AND CONTINUE EAST AND NORTH ON
 GY3341'HIGHWAY 52 FOR 4.95 MILES TO A SIDE ROAD LEFT AT THE TOP OF A HILL,
 GY3341'TURN LEFT ON GRAVEL ROAD FOR 3.35 MILES TO ROAD FORK AND STATION AS
 GY3341'DESCRIBED.
 GY3341'
 GY3341'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON GRAVEL
 GY3341'ROAD FOR 0.25 MILE AND THE AZIMUTH MARK ON THE LEFT AT THE TOP OF
 GY3341'A BANK AS DESCRIBED.
 GY3341'
 GY3341'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GY3341
 GY3341                          STATION RECOVERY (1972)
 GY3341
 GY3341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GY3341'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 GY3341'REFERENCE MARK NO. 1 COULD NOT BE FOUND AND IS THOUGHT DESTROYED BY
 GY3341'THE CONSTRUCTION OF A DRIVEWAY AND THE DISK WAS NOT RECOVERED.  WV3
 GY3341'(USGS) BM USED AS A REFERENCE MARK AND TRAVERSED TO IN 1951 WAS
 GY3341'NOT FOUND AND IS THOUGHT TO HAVE BEEN DESTROYED BY CONSTRUCTION
 GY3341'ALONG STATE ROUTE 213, AS THE ORIGINAL POINT NOW FALLS IN THE
 GY3341'INTERSECTION OF THIS HIGHWAY AND A GRAVELED ROAD LEADING NORTHWEST.
 GY3341'TWO NEW REFERENCE MARK NO. 2 AND NO. 3 WERE ESTABLISHED.  THE
 GY3341'STATION WAS THEN OCCUPIED AND THE HORIZONTAL ANGLE OBSERVED
 GY3341'BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS.
 GY3341'
 GY3341'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GY3341'
 GY3341'THE STATION IS LOCATED ON THE PROPERTY OF MR. HERBERT ABNEY, ABOUT 7
 GY3341'MILES NORTHEAST OF IRVINE AND 7 MILES SOUTHEAST OF CLAY CITY.
 GY3341'
 GY3341'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE ESTILL COUNTY
 GY3341'COURTHOUSE IN IRVINE, GO SOUTHEASTERY ON STATE ROUTE 52 FOR 1.95
 GY3341'MILES TO WHERE STATE ROUTE 52 BEARS NORTHEASTERLY AND STATE ROUTE
 GY3341'1571 CONTINUES STRAIGHT AHEAD IN THE SMALL COMMUNITY OF RAVENNA AT
 GY3341'THE INTERSECTION OF MAIN STREET AND THIRD STREET.  HERE BEAR LEFT
 GY3341'ON STATE ROUTE 52 AND GO IN A GENERAL NORTHEASTERLY DIRECTION ON
 GY3341'WINDING ROAD FOR 5.0 MILES TO THE INTERSECTION OF STATE ROUTE
 GY3341'213 ON THE LEFT.  HERE TURN LEFT ON STATE ROUTE 312 AND GO
 GY3341'NORTH-NORTHEASTERLY FOR 3.45 MILES TO A GRAVELED ROAD ON
 GY3341'THE LEFT AT SIGN NATIONAL FOREST RECREATION AREA COTTAGE FURNACE 3
 GY3341'MILES AND THE STATION IN THE NORTH ANGLE OF THE INTERSECTION AS
 GY3341'DESCRIBED.
 GY3341'
 GY3341'THE STATION IS 106 FEET SOUTHEAST AND ACROSS A GRAVELED ROAD FROM
 GY3341'A 24-INCH OAK TREE, 103 FEET NORTHEAST AND ACROSS THE GRAVELED ROAD
 GY3341'FROM A YARD FENCE CORNER, 71 FEET SOUTH OF A POWERLINE POLE, 47
 GY3341'FEET WEST OF THE APPROXIMATE CENTER OF PAVED STATE ROUTE 213, 43
 GY3341'FEET NORTH OF THE RECREATION AREA SIGN, 36 FEET EAST OF THE
 GY3341'APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 0.8 OF A FOOT SOUTH
 GY3341'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 GY3341'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 3
 GY3341'INCHES BELOW THE GROUND AND THE DISK IS STAMPED FURNACE 1951.
 GY3341'
 GY3341'REFERENCE MARK NO. 2 IS 52 FEET SOUTH OF THE POWERLINE POLE, 45
 GY3341'FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 6 FEET
 GY3341'EAST OF A 6-INCH PINE TREE, AND 1.0 FOOT SOUTHWEST OF A METAL
 GY3341'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GY3341'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 GY3341'DISK IS STAMPED FURNACE 1951 NO 2 1972.
 GY3341'
 GY3341'REFERENCE MARK NO. 3 IS 84 FEET SOUTHEAST AND ACROSS THE GRAVELED
 GY3341'ROAD FROM THE 24-INCH OAK TREE, 20 FEET EAST OF THE APPROXIMATE
 GY3341'CENTER OF THE GRAVELED ROAD, AND 1.0 FOOT SOUTH OF A METAL WITNESS
 GY3341'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 GY3341'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED FURNACE
 GY3341'1951 NO 3 1972.
 GY3341'
 GY3341'THE HORIZONTGAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 GY3341'REFERENCE MARK NO. 3 IS 25.29 FEET - 7.710 METERS.
 GY3341'
 GY3341'THE AZIMUTH MARK IS ABOUT 0.25 OF A MILE NORTHEAST OF THE STATION,
 GY3341'40 FEET NORTHEAST OF A UTILITY POLE, 27 FEET NORTHEAST OF A 20-INCH
 GY3341'OAK TREE, 23 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GY3341'ROUTE 213, 11 FEET SOUTHWEST OF A 14-INCH OAK TREE, 1.0 FOOT
 GY3341'SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND ATOP A LOW BANK.  IT
 GY3341'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE CONCRETE
 GY3341'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GY3341'FURNACE 1951.
 GY3341'
 GY3341'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEASTERLY
 GY3341'ON STATE ROUTE 213 FOR 0.25 OF A MILE TO THE MARK ON THE LEFT ATOP A
 GY3341'BANK AS DESCRIBED.
 GY3341'
 GY3341'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 GY3341'NORTHEAST OF IRVINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1570 ***********************************************************************
 HY1570  DESIGNATION -  G 10
 HY1570  PID         -  HY1570
 HY1570  STATE/COUNTY-  KY/CARTER
 HY1570  USGS QUAD   -  GRAHN (1978)
 HY1570
 HY1570                         *CURRENT SURVEY CONTROL
 HY1570  ___________________________________________________________________
 HY1570* NAD 83(1986)-  38 17 00.     (N)    083 04 48.     (W)     SCALED    
 HY1570* NAVD 88     -       216.375  (meters)     709.89   (feet)  ADJUSTED  
 HY1570  ___________________________________________________________________
 HY1570  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1570  DYNAMIC HT  -         216.229 (meters)     709.41  (feet)  COMP
 HY1570  MODELED GRAV-     979,949.8   (mgal)                       NAVD 88
 HY1570
 HY1570  VERT ORDER  -  FIRST     CLASS II
 HY1570
 HY1570.The horizontal coordinates were scaled from a topographic map and have
 HY1570.an estimated accuracy of +/- 6 seconds.
 HY1570
 HY1570.The orthometric height was determined by differential leveling
 HY1570.and adjusted by the National Geodetic Survey in June 1991..
 HY1570
 HY1570.The geoid height was determined by GEOID03.
 HY1570
 HY1570.The dynamic height is computed by dividing the NAVD 88
 HY1570.geopotential number by the normal gravity value computed on the
 HY1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1570.degrees latitude (g = 980.6199 gals.).
 HY1570
 HY1570.The modeled gravity was interpolated from observed gravity values.
 HY1570
 HY1570;                    North         East    Units  Estimated Accuracy
 HY1570;SPC KY1Z     - 1,219,760.    1,733,560.      MT  (+/- 180 meters Scaled)
 HY1570
 HY1570                          SUPERSEDED SURVEY CONTROL
 HY1570
 HY1570  NGVD 29 (??/??/92)  216.535  (m)          710.42   (f) ADJ UNCH    1 2
 HY1570
 HY1570.Superseded values are not recommended for survey control.
 HY1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1570.See file dsdata.txt to determine how the superseded data were derived.
 HY1570
 HY1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC180392(NAD 83)
 HY1570_MARKER: DB = BENCH MARK DISK
 HY1570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1570_SP_SET: CULVERT
 HY1570_STAMPING: 710.415 G 10 1928
 HY1570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1570
 HY1570  HISTORY     - Date     Condition        Report By
 HY1570  HISTORY     - 1928     MONUMENTED       CGS
 HY1570  HISTORY     - 1955     MARK NOT FOUND   NGS
 HY1570
 HY1570                          STATION DESCRIPTION
 HY1570
 HY1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1570'7.3 MI SE FROM OLIVE HILL.
 HY1570'FROM THE CHESAPEAKE AND OHIO RAILROAD STATION IN OLIVE HILL, GO
 HY1570'EASTERLY ON U.S. ROUTE 60 FOR 3.65 MILES TO JUNCTION WITH
 HY1570'STATE ROUTE 182 AT FIELDS GROCERY, TURN SHARP RIGHT AND FOLLOW
 HY1570'ROUTE 182 SOUTHEAST FOR 3.6 MILES TO SCHOOL AT GRAHN, TURN
 HY1570'RIGHT ACROSS A CONCRETE BRIDGE AT WEST END OF SCHOOL GROUNDS
 HY1570'AND FOLLOW THIS WEST ROAD FOR 0.2 MILE TO RAILROAD CROSSING
 HY1570'LEAVE TRUCK AND WALK WEST 190 FEET TO A LONG CULVERT UNDER THE
 HY1570'C. AND O. TRACKS.  THERE IS ABOUT 6 FEET OF FILL OVER THIS
 HY1570'CULVERT, THREE FEET WAS CLEANED OFF OF THE HEADWALL BUT THE
 HY1570'MARK WAS NOT FOUND.  HOWEVER THE HEADWALL IS ABOUT 22 FEET OUT
 HY1570'FROM THE CENTER OF THE TRACK, AT 18 FEET THERE IS 5 FEET OF
 HY1570'FILL, AND THIS WAS NOT MOVED.  THE MARK MAY BE UNDER THIS FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0700 ***********************************************************************
 GD0700  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0700  DESIGNATION -  G 118
 GD0700  PID         -  GD0700
 GD0700  STATE/COUNTY-  KY/FULTON
 GD0700  USGS QUAD   -  BONDURANT (1982)
 GD0700
 GD0700                         *CURRENT SURVEY CONTROL
 GD0700  ___________________________________________________________________
 GD0700* NAD 83(1993)-  36 33 23.13455(N)    089 16 53.86645(W)     ADJUSTED  
 GD0700* NAVD 88     -        89.87   (meters)     294.8    (feet)  GPS OBS   
 GD0700  ___________________________________________________________________
 GD0700  X           -      64,311.804 (meters)                     COMP
 GD0700  Y           -  -5,129,111.288 (meters)                     COMP
 GD0700  Z           -   3,778,002.821 (meters)                     COMP
 GD0700  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 GD0700  ELLIP HEIGHT-          61.64  (meters)          (05/31/05) GPS OBS
 GD0700  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD0700  DYNAMIC HT  -          89.80  (meters)     294.6   (feet)  COMP
 GD0700  MODELED GRAV-     979,844.5   (mgal)                       NAVD 88
 GD0700
 GD0700  HORZ ORDER  -  FIRST
 GD0700  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD0700  ELLP ORDER  -  FOURTH    CLASS II
 GD0700
 GD0700.The horizontal coordinates were established by GPS observations
 GD0700.and adjusted by the National Geodetic Survey in May 2005..
 GD0700
 GD0700.The orthometric height was determined by GPS observations and a
 GD0700.high-resolution geoid model using precise GPS observation and
 GD0700.processing techniques. It supersedes the leveled height previously
 GD0700.determined for this station.
 GD0700.The vertical order pertains to the first NAVD 88 superseded value.
 GD0700
 GD0700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0700
 GD0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0700
 GD0700.The ellipsoidal height was determined by GPS observations
 GD0700.and is referenced to NAD 83.
 GD0700
 GD0700.The geoid height was determined by GEOID03.
 GD0700
 GD0700.The dynamic height is computed by dividing the NAVD 88
 GD0700.geopotential number by the normal gravity value computed on the
 GD0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0700.degrees latitude (g = 980.6199 gals.).
 GD0700
 GD0700.The modeled gravity was interpolated from observed gravity values.
 GD0700
 GD0700;                    North         East     Units Scale Factor Converg.
 GD0700;SPC KY1Z     - 1,030,744.179 1,183,849.609   MT  1.00016767   -2 10 05.8
 GD0700;SPC KY1Z     - 3,381,699.86  3,884,013.26   sFT  1.00016767   -2 10 05.8
 GD0700;SPC KY S     -   530,666.667   183,889.139   MT  1.00003682   -2 08 30.5
 GD0700;SPC KY S     - 1,741,028.89    603,309.62   sFT  1.00003682   -2 08 30.5
 GD0700;UTM  16      - 4,048,089.527   295,800.599   MT  1.00011375   -1 21 34.0
 GD0700
 GD0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0700!SPC KY1Z     -   0.99999033  x   1.00016767  =   1.00015799
 GD0700!SPC KY S     -   0.99999033  x   1.00003682  =   1.00002715
 GD0700!UTM  16      -   0.99999033  x   1.00011375  =   1.00010408
 GD0700
 GD0700                          SUPERSEDED SURVEY CONTROL
 GD0700
 GD0700  NAVD 88 (06/15/91)   89.838  (m)          294.74   (f) ADJUSTED    1 1
 GD0700  NGVD 29 (??/??/??)   89.770  (m)          294.52   (f) ADJUSTED    1 1
 GD0700
 GD0700.Superseded values are not recommended for survey control.
 GD0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0700.See file dsdata.txt to determine how the superseded data were derived.
 GD0700
 GD0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9580148090(NAD 83)
 GD0700_MARKER: DB = BENCH MARK DISK
 GD0700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0700_SP_SET: CULVERT
 GD0700_STAMPING: G 118 1938
 GD0700_MARK LOGO: CGS   
 GD0700_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0700+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GD0700
 GD0700  HISTORY     - Date     Condition        Report By
 GD0700  HISTORY     - 1938     MONUMENTED       CGS
 GD0700  HISTORY     - 1974     GOOD             NGS
 GD0700  HISTORY     - 20001220 GOOD             CGS
 GD0700  HISTORY     - 20001220 GOOD             USACE
 GD0700  HISTORY     - 20020810 GOOD             USACE
 GD0700  HISTORY     - 20030710 GOOD             EMCINC
 GD0700
 GD0700                          STATION DESCRIPTION
 GD0700
 GD0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0700'5.6 MI W FROM HICKMAN.
 GD0700'ABOUT 5.60 MILES WEST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE
 GD0700'AT HICKMAN, ALSO 5.45 MILES NORTHEAST OF THE CROSSING OF ILLINOIS
 GD0700'CENTRAL RAILROAD AND STATE HIGHWAY 94 AT THE COMMUNITY OF MILLER,
 GD0700'0.15 MILE EAST OF A DIRT ROAD LEADING TO LEVEE, SET HORIZONTALLY
 GD0700'IN THE TOP CENTER OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER
 GD0700'HIGHWAY, 210 FEET WEST OF THE SOUTHEAST CORNER OF A BLOCK GARAGE,
 GD0700'13.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND 0.5 FOOT
 GD0700'BELOW OF THE HIGHWAY.
 GD0700
 GD0700                          STATION RECOVERY (2000)
 GD0700
 GD0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (JMH)
 GD0700'RECOVERED IN GOOD CONDITION.
 GD0700
 GD0700                          STATION RECOVERY (2000)
 GD0700
 GD0700'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 GD0700'MARK RECOVERED IN GOOD CONDITION.
 GD0700
 GD0700                          STATION RECOVERY (2002)
 GD0700
 GD0700'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0700'RECOVERED IN GOOD CONDITION.
 GD0700
 GD0700                          STATION RECOVERY (2003)
 GD0700
 GD0700'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0700'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0710 ***********************************************************************
 GZ0710  DESIGNATION -  G 12
 GZ0710  PID         -  GZ0710
 GZ0710  STATE/COUNTY-  KY/PULASKI
 GZ0710  USGS QUAD   -  DELMER (1973)
 GZ0710
 GZ0710                         *CURRENT SURVEY CONTROL
 GZ0710  ___________________________________________________________________
 GZ0710* NAD 83(1986)-  37 03 34.     (N)    084 43 02.     (W)     SCALED    
 GZ0710* NAVD 88     -       325.586  (meters)    1068.19   (feet)  ADJUSTED  
 GZ0710  ___________________________________________________________________
 GZ0710  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GZ0710  DYNAMIC HT  -         325.326 (meters)    1067.34  (feet)  COMP
 GZ0710  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 GZ0710
 GZ0710  VERT ORDER  -  FIRST     CLASS I
 GZ0710
 GZ0710.The horizontal coordinates were scaled from a topographic map and have
 GZ0710.an estimated accuracy of +/- 6 seconds.
 GZ0710
 GZ0710.The orthometric height was determined by differential leveling
 GZ0710.and adjusted by the National Geodetic Survey in June 1991..
 GZ0710.WARNING-Repeat measurements at this control monument indicate possible
 GZ0710.vertical movement.
 GZ0710
 GZ0710.The geoid height was determined by GEOID03.
 GZ0710
 GZ0710.The dynamic height is computed by dividing the NAVD 88
 GZ0710.geopotential number by the normal gravity value computed on the
 GZ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0710.degrees latitude (g = 980.6199 gals.).
 GZ0710
 GZ0710.The modeled gravity was interpolated from observed gravity values.
 GZ0710
 GZ0710;                    North         East    Units  Estimated Accuracy
 GZ0710;SPC KY1Z     - 1,081,100.    1,591,860.      MT  (+/- 180 meters Scaled)
 GZ0710
 GZ0710                          SUPERSEDED SURVEY CONTROL
 GZ0710
 GZ0710  NGVD 29 (??/??/92)  325.736  (m)         1068.69   (f) ADJ UNCH    1 1
 GZ0710
 GZ0710.Superseded values are not recommended for survey control.
 GZ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0710.See file dsdata.txt to determine how the superseded data were derived.
 GZ0710
 GZ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG029039(NAD 83)
 GZ0710_MARKER: DB = BENCH MARK DISK
 GZ0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0710_STAMPING: G 12 1928 1068.630
 GZ0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0710+STABILITY: SURFACE MOTION
 GZ0710
 GZ0710  HISTORY     - Date     Condition        Report By
 GZ0710  HISTORY     - 1928     MONUMENTED       CGS
 GZ0710  HISTORY     - 1968     GOOD             NGS
 GZ0710  HISTORY     - 1983     GOOD             KYDT
 GZ0710
 GZ0710                          STATION DESCRIPTION
 GZ0710
 GZ0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ0710'1.9 MI SE FROM NANCY.
 GZ0710'ABOUT 1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE POST
 GZ0710'OFFICE AT NANCY, THENCE 0.1 MILE EAST ALONG STATE HIGHWAY 1248,
 GZ0710'33 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 210 FEET
 GZ0710'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 80, 51 FEET WEST
 GZ0710'OF THE CENTERLINE OF A PAVED ROAD, 29 FEET WEST OF A 20-INCH
 GZ0710'LOCUST TREE, 0.9 FOOT EAST OF A METAL WITNESS POST, ABOUT 3
 GZ0710'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GZ0710'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 GZ0710
 GZ0710                          STATION RECOVERY (1983)
 GZ0710
 GZ0710'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0078 ***********************************************************************
 GC0078  DESIGNATION -  G 120
 GC0078  PID         -  GC0078
 GC0078  STATE/COUNTY-  KY/WARREN
 GC0078  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0078
 GC0078                         *CURRENT SURVEY CONTROL
 GC0078  ___________________________________________________________________
 GC0078* NAD 83(1986)-  36 59 21.     (N)    086 28 39.     (W)     SCALED    
 GC0078* NAVD 88     -       141.653  (meters)     464.74   (feet)  ADJUSTED  
 GC0078  ___________________________________________________________________
 GC0078  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GC0078  DYNAMIC HT  -         141.543 (meters)     464.38  (feet)  COMP
 GC0078  MODELED GRAV-     979,852.4   (mgal)                       NAVD 88
 GC0078
 GC0078  VERT ORDER  -  SECOND    CLASS 0
 GC0078
 GC0078.The horizontal coordinates were scaled from a topographic map and have
 GC0078.an estimated accuracy of +/- 6 seconds.
 GC0078
 GC0078.The orthometric height was determined by differential leveling
 GC0078.and adjusted by the National Geodetic Survey in June 1991..
 GC0078
 GC0078.The geoid height was determined by GEOID03.
 GC0078
 GC0078.The dynamic height is computed by dividing the NAVD 88
 GC0078.geopotential number by the normal gravity value computed on the
 GC0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0078.degrees latitude (g = 980.6199 gals.).
 GC0078
 GC0078.The modeled gravity was interpolated from observed gravity values.
 GC0078
 GC0078;                    North         East    Units  Estimated Accuracy
 GC0078;SPC KY1Z     - 1,073,040.    1,435,230.      MT  (+/- 180 meters Scaled)
 GC0078
 GC0078                          SUPERSEDED SURVEY CONTROL
 GC0078
 GC0078  NGVD 29 (??/??/92)  141.65   (m)          464.7    (f) COMPUTED    2 0
 GC0078
 GC0078.Superseded values are not recommended for survey control.
 GC0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0078.See file dsdata.txt to determine how the superseded data were derived.
 GC0078
 GC0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF464937(NAD 83)
 GC0078_MARKER: DB = BENCH MARK DISK
 GC0078_SETTING: 66 = SET IN ROCK OUTCROP
 GC0078_SP_SET: ROCK OUTCROP
 GC0078_STAMPING: G 120 1940
 GC0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0078+STABILITY: POSITION/ELEVATION WELL
 GC0078
 GC0078  HISTORY     - Date     Condition        Report By
 GC0078  HISTORY     - 1940     MONUMENTED       CGS
 GC0078  HISTORY     - 1954     MARK NOT FOUND   USGS
 GC0078
 GC0078                          STATION DESCRIPTION
 GC0078
 GC0078'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GC0078'2 MI W FROM BOWLING GREEN.
 GC0078'2.0 MILES WEST ALONG U.S. HIGHWAY 231 FROM THE COUNTY COURTHOUSE
 GC0078'AT BOWLING GREEN, WARREN COUNTY, ABOUT 200 YARDS WEST OF A WHITE
 GC0078'FARMHOUSE, AT A POINT JUST OPPOSITE A BARN, 22.1 FEET SOUTH OF THE
 GC0078'CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF A FENCE, IN THE TOP
 GC0078'OF A ROCK OUTCROP, AND 2.2 FEET WEST OF A WHITE WOODEN WITNESS
 GC0078'POST.  A STANDARD DISK STAMPED G 120 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1203 ***********************************************************************
 GC1203  DESIGNATION -  G 121
 GC1203  PID         -  GC1203
 GC1203  STATE/COUNTY-  KY/TODD
 GC1203  USGS QUAD   -  ELKTON (1982)
 GC1203
 GC1203                         *CURRENT SURVEY CONTROL
 GC1203  ___________________________________________________________________
 GC1203* NAD 83(1986)-  36 49 12.     (N)    087 11 47.     (W)     SCALED    
 GC1203* NAVD 88     -       207.926  (meters)     682.17   (feet)  ADJUSTED  
 GC1203  ___________________________________________________________________
 GC1203  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GC1203  DYNAMIC HT  -         207.760 (meters)     681.63  (feet)  COMP
 GC1203  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 GC1203
 GC1203  VERT ORDER  -  FIRST     CLASS I
 GC1203
 GC1203.The horizontal coordinates were scaled from a topographic map and have
 GC1203.an estimated accuracy of +/- 6 seconds.
 GC1203
 GC1203.The orthometric height was determined by differential leveling
 GC1203.and adjusted by the National Geodetic Survey in June 1991..
 GC1203
 GC1203.The geoid height was determined by GEOID03.
 GC1203
 GC1203.The dynamic height is computed by dividing the NAVD 88
 GC1203.geopotential number by the normal gravity value computed on the
 GC1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1203.degrees latitude (g = 980.6199 gals.).
 GC1203
 GC1203.The modeled gravity was interpolated from observed gravity values.
 GC1203
 GC1203;                    North         East    Units  Estimated Accuracy
 GC1203;SPC KY1Z     - 1,055,010.    1,370,950.      MT  (+/- 180 meters Scaled)
 GC1203
 GC1203                          SUPERSEDED SURVEY CONTROL
 GC1203
 GC1203  NGVD 29 (??/??/92)  208.002  (m)          682.42   (f) ADJ UNCH    1 1
 GC1203
 GC1203.Superseded values are not recommended for survey control.
 GC1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1203.See file dsdata.txt to determine how the superseded data were derived.
 GC1203
 GC1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF824749(NAD 83)
 GC1203_MARKER: DB = BENCH MARK DISK
 GC1203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1203_SP_SET: CULVERT
 GC1203_STAMPING: G 121 1940
 GC1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1203
 GC1203  HISTORY     - Date     Condition        Report By
 GC1203  HISTORY     - 1940     MONUMENTED       CGS
 GC1203  HISTORY     - 1968     GOOD             NGS
 GC1203
 GC1203                          STATION DESCRIPTION
 GC1203
 GC1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1203'2.4 MI W FROM ELKTON.
 GC1203'ABOUT 2.4 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY
 GC1203'80 FROM THE TODD COUNTY COURTHOUSE AT ELKTON, 0.1 MILE WEST OF A
 GC1203'FRAME HOUSE WHICH IS LOCATED ON THE NORTH SIDE OF THE HIGHWAY,
 GC1203'18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP
 GC1203'OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF THE MORE
 GC1203'EASTERLY OF 2 TUBULAR CULVERTS UNDER THE HIGHWAY, 48 FEET
 GC1203'SOUTHEAST OF A TELEPHONE POLE NUMBER 411, 14 FEET SOUTH OF A
 GC1203'WOODEN FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1460 ***********************************************************************
 HZ1460  DESIGNATION -  G 122
 HZ1460  PID         -  HZ1460
 HZ1460  STATE/COUNTY-  KY/JEFFERSON
 HZ1460  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1460
 HZ1460                         *CURRENT SURVEY CONTROL
 HZ1460  ___________________________________________________________________
 HZ1460* NAD 83(1993)-  38 15 13.88060(N)    085 42 24.95948(W)     ADJUSTED  
 HZ1460* NAVD 88     -       157.163  (meters)     515.63   (feet)  ADJUSTED  
 HZ1460  ___________________________________________________________________
 HZ1460  X           -     375,422.864 (meters)                     COMP
 HZ1460  Y           -  -5,001,058.042 (meters)                     COMP
 HZ1460  Z           -   3,927,686.459 (meters)                     COMP
 HZ1460  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 HZ1460  ELLIP HEIGHT-         123.82  (meters)          (01/09/97) GPS OBS
 HZ1460  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1460  DYNAMIC HT  -         157.057 (meters)     515.28  (feet)  COMP
 HZ1460  MODELED GRAV-     979,952.6   (mgal)                       NAVD 88
 HZ1460
 HZ1460  HORZ ORDER  -  FIRST
 HZ1460  VERT ORDER  -  FIRST     CLASS II
 HZ1460  ELLP ORDER  -  SECOND    CLASS II
 HZ1460
 HZ1460.The horizontal coordinates were established by GPS observations
 HZ1460.and adjusted by the National Geodetic Survey in January 1997..
 HZ1460
 HZ1460.The orthometric height was determined by differential leveling
 HZ1460.and adjusted by the National Geodetic Survey in June 1991..
 HZ1460.WARNING-Repeat measurements at this control monument indicate possible
 HZ1460.vertical movement.
 HZ1460
 HZ1460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1460
 HZ1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1460
 HZ1460.The ellipsoidal height was determined by GPS observations
 HZ1460.and is referenced to NAD 83.
 HZ1460
 HZ1460.The geoid height was determined by GEOID03.
 HZ1460
 HZ1460.The dynamic height is computed by dividing the NAVD 88
 HZ1460.geopotential number by the normal gravity value computed on the
 HZ1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1460.degrees latitude (g = 980.6199 gals.).
 HZ1460
 HZ1460.The modeled gravity was interpolated from observed gravity values.
 HZ1460
 HZ1460;                    North         East     Units Scale Factor Converg.
 HZ1460;SPC KY1Z     - 1,213,147.104 1,503,769.310   MT  0.99992658   +0 01 35.2
 HZ1460;SPC KY1Z     - 3,980,133.46  4,933,616.48   sFT  0.99992658   +0 01 35.2
 HZ1460;SPC KY N     -    84,683.950   372,485.623   MT  0.99996898   -0 54 22.7
 HZ1460;SPC KY N     -   277,833.93  1,222,063.25   sFT  0.99996898   -0 54 22.7
 HZ1460;UTM  16      - 4,234,771.965   613,137.611   MT  0.99975764   +0 48 02.5
 HZ1460
 HZ1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1460!SPC KY1Z     -   0.99998057  x   0.99992658  =   0.99990715
 HZ1460!SPC KY N     -   0.99998057  x   0.99996898  =   0.99994955
 HZ1460!UTM  16      -   0.99998057  x   0.99975764  =   0.99973822
 HZ1460
 HZ1460                          SUPERSEDED SURVEY CONTROL
 HZ1460
 HZ1460  NAVD 88 (01/09/97)  157.16   (m)          515.6    (f) LEVELING    3  
 HZ1460  NGVD 29 (??/??/92)  157.312  (m)          516.11   (f) ADJ UNCH    1 2
 HZ1460
 HZ1460.Superseded values are not recommended for survey control.
 HZ1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1460.See file dsdata.txt to determine how the superseded data were derived.
 HZ1460
 HZ1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1313834772(NAD 83)
 HZ1460_MARKER: DB = BENCH MARK DISK
 HZ1460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1460_SP_SET: LARGE HEADWALL
 HZ1460_STAMPING: G 122 1940
 HZ1460_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1460+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2001
 HZ1460
 HZ1460  HISTORY     - Date     Condition        Report By
 HZ1460  HISTORY     - 1940     MONUMENTED       CGS
 HZ1460  HISTORY     - 1954     GOOD             NGS
 HZ1460  HISTORY     - 1963     GOOD             NGS
 HZ1460  HISTORY     - 1981     GOOD             KYDT
 HZ1460  HISTORY     - 19951108 GOOD             LOWE
 HZ1460  HISTORY     - 20010906 GOOD             KYDT
 HZ1460
 HZ1460                          STATION DESCRIPTION
 HZ1460
 HZ1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1460'AT LOUISVILLE.
 HZ1460'AT LOUISVILLE, ALONG FRANKFORT AVENUE, AT THE CROSSING OF THE
 HZ1460'LOUISVILLE AND NASHVILLE RAILROAD, SET IN THE TOP OF AN ABANDONED
 HZ1460'CONCRETE BASE OF A RAILROAD SIGNAL, 50 FEET NORTH-NORTHEAST AND
 HZ1460'ACROSS TRACKS FROM THE CENTER LINE OF FRANKFORT AVENUE, 36 FEET
 HZ1460'SOUTHEAST OF SOUTHEAST RAIL OF A SPUR TRACK TO THE CLIFTON SUPPLY
 HZ1460'LUMBER COMPANY, 24 FEET EAST OF A POWER POLE, 12 1/2 FEET NORTH OF
 HZ1460'NORTH RAIL OF NORTH TRACK, 6 FEET SOUTH OF RAILROAD R/W FENCE
 HZ1460'LINE, ABOUT 4 FEET ABOVE LEVEL OF FRANKFORT AVENUE AND ABOUT 1 1/2
 HZ1460'FEET ABOVE GROUND.
 HZ1460
 HZ1460                          STATION RECOVERY (1963)
 HZ1460
 HZ1460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1460'RECOVERED IN GOOD CONDITION.
 HZ1460
 HZ1460                          STATION RECOVERY (1981)
 HZ1460
 HZ1460'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1460'RECOVERED IN GOOD CONDITION.
 HZ1460
 HZ1460                          STATION RECOVERY (1995)
 HZ1460
 HZ1460'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HZ1460'RECOVERED IN GOOD CONDITION.
 HZ1460
 HZ1460                          STATION RECOVERY (2001)
 HZ1460
 HZ1460'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (GC)
 HZ1460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1536 ***********************************************************************
 HY1536  DESIGNATION -  G 123
 HY1536  PID         -  HY1536
 HY1536  STATE/COUNTY-  KY/ELLIOTT
 HY1536  USGS QUAD   -  BRUIN (1978)
 HY1536
 HY1536                         *CURRENT SURVEY CONTROL
 HY1536  ___________________________________________________________________
 HY1536* NAD 83(1986)-  38 08 52.     (N)    083 03 11.     (W)     SCALED    
 HY1536* NAVD 88     -       220.521  (meters)     723.49   (feet)  ADJUSTED  
 HY1536  ___________________________________________________________________
 HY1536  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1536  DYNAMIC HT  -         220.369 (meters)     722.99  (feet)  COMP
 HY1536  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 HY1536
 HY1536  VERT ORDER  -  SECOND    CLASS 0
 HY1536
 HY1536.The horizontal coordinates were scaled from a topographic map and have
 HY1536.an estimated accuracy of +/- 6 seconds.
 HY1536
 HY1536.The orthometric height was determined by differential leveling
 HY1536.and adjusted by the National Geodetic Survey in June 1991..
 HY1536
 HY1536.The geoid height was determined by GEOID03.
 HY1536
 HY1536.The dynamic height is computed by dividing the NAVD 88
 HY1536.geopotential number by the normal gravity value computed on the
 HY1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1536.degrees latitude (g = 980.6199 gals.).
 HY1536
 HY1536.The modeled gravity was interpolated from observed gravity values.
 HY1536
 HY1536;                    North         East    Units  Estimated Accuracy
 HY1536;SPC KY1Z     - 1,204,790.    1,736,350.      MT  (+/- 180 meters Scaled)
 HY1536
 HY1536                          SUPERSEDED SURVEY CONTROL
 HY1536
 HY1536  NGVD 29 (??/??/92)  220.704  (m)          724.09   (f) ADJ UNCH    2 0
 HY1536
 HY1536.Superseded values are not recommended for survey control.
 HY1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1536.See file dsdata.txt to determine how the superseded data were derived.
 HY1536
 HY1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC201242(NAD 83)
 HY1536_MARKER: DB = BENCH MARK DISK
 HY1536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1536_SP_SET: CULVERT
 HY1536_STAMPING: G 123 1940 724.093
 HY1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1536
 HY1536  HISTORY     - Date     Condition        Report By
 HY1536  HISTORY     - 1940     MONUMENTED       CGS
 HY1536  HISTORY     - 1955     GOOD             NGS
 HY1536
 HY1536                          STATION DESCRIPTION
 HY1536
 HY1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1536'1.3 MI NE FROM GREEN.
 HY1536'1.3 MILES NORTHEAST OF THE POST OFFICE AT GREEN, 3.4 MILES
 HY1536'SOUTHWEST OF THE POST OFFICE AT BRUIN, AT THE JUNCTION OF SIDE
 HY1536'ROAD SOUTHEAST, 120 FEET NORTHEAST OF GREENS GROCERY, 24.5 FEET
 HY1536'SOUTHWEST OF THE CENTER OF SIDE ROAD, 20.0 FEET SOUTH OF THE
 HY1536'CENTER LINE OF HIGHWAY, IN THE WEST END OF THE SOUTH CONCRETE
 HY1536'HEAD WALL OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0626 ***********************************************************************
 GD0626  DESIGNATION -  G 124
 GD0626  PID         -  GD0626
 GD0626  STATE/COUNTY-  KY/HICKMAN
 GD0626  USGS QUAD   -  OAKTON (1982)
 GD0626
 GD0626                         *CURRENT SURVEY CONTROL
 GD0626  ___________________________________________________________________
 GD0626* NAD 83(1986)-  36 43 37.     (N)    089 04 55.     (W)     SCALED    
 GD0626* NAVD 88     -       103.201  (meters)     338.59   (feet)  ADJUSTED  
 GD0626  ___________________________________________________________________
 GD0626  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GD0626  DYNAMIC HT  -         103.122 (meters)     338.33  (feet)  COMP
 GD0626  MODELED GRAV-     979,862.8   (mgal)                       NAVD 88
 GD0626
 GD0626  VERT ORDER  -  SECOND    CLASS 0
 GD0626
 GD0626.The horizontal coordinates were scaled from a topographic map and have
 GD0626.an estimated accuracy of +/- 6 seconds.
 GD0626
 GD0626.The orthometric height was determined by differential leveling
 GD0626.and adjusted by the National Geodetic Survey in June 1991..
 GD0626
 GD0626.The geoid height was determined by GEOID03.
 GD0626
 GD0626.The dynamic height is computed by dividing the NAVD 88
 GD0626.geopotential number by the normal gravity value computed on the
 GD0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0626.degrees latitude (g = 980.6199 gals.).
 GD0626
 GD0626.The modeled gravity was interpolated from observed gravity values.
 GD0626
 GD0626;                    North         East    Units  Estimated Accuracy
 GD0626;SPC KY1Z     - 1,049,000.    1,202,390.      MT  (+/- 180 meters Scaled)
 GD0626
 GD0626                          SUPERSEDED SURVEY CONTROL
 GD0626
 GD0626  NGVD 29 (??/??/??)  103.098  (m)          338.25   (f) ADJUSTED    2 0
 GD0626
 GD0626.Superseded values are not recommended for survey control.
 GD0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0626.See file dsdata.txt to determine how the superseded data were derived.
 GD0626
 GD0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF140666(NAD 83)
 GD0626_MARKER: DB = BENCH MARK DISK
 GD0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0626_STAMPING: G 124 1943
 GD0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0626+STABILITY: SURFACE MOTION
 GD0626
 GD0626  HISTORY     - Date     Condition        Report By
 GD0626  HISTORY     - 1943     MONUMENTED       CGS
 GD0626  HISTORY     - 20020814 MARK NOT FOUND   USACE
 GD0626
 GD0626                          STATION DESCRIPTION
 GD0626
 GD0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0626'1.4 MI S FROM COLUMBUS.
 GD0626'1.4 MILES SOUTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0626'STATION AT COLUMBUS, HICKMAN COUNTY, 6 RAILS SOUTHEAST OF MILEPOST
 GD0626'469, 35 FEET SOUTH OF THE CENTERLINE OF A DIRT CROSS ROAD, 43.3
 GD0626'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3.1 FEET NORTHEAST OF THE
 GD0626'RIGHT-OF-WAY FENCE, AND 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 GD0626'POST.  A STANDARD DISK, STAMPED G 124 1943 AND SET IN THE TOP
 GD0626'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 GD0626
 GD0626                          STATION RECOVERY (2002)
 GD0626
 GD0626'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0626'AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0904 ***********************************************************************
 GC0904  DESIGNATION -  G 126
 GC0904  PID         -  GC0904
 GC0904  STATE/COUNTY-  KY/LOGAN
 GC0904  USGS QUAD   -  LEWISBURG (1983)
 GC0904
 GC0904                         *CURRENT SURVEY CONTROL
 GC0904  ___________________________________________________________________
 GC0904* NAD 83(1986)-  36 58 00.     (N)    086 56 40.     (W)     SCALED    
 GC0904* NAVD 88     -       162.022  (meters)     531.57   (feet)  ADJUSTED  
 GC0904  ___________________________________________________________________
 GC0904  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 GC0904  DYNAMIC HT  -         161.899 (meters)     531.16  (feet)  COMP
 GC0904  MODELED GRAV-     979,867.6   (mgal)                       NAVD 88
 GC0904
 GC0904  VERT ORDER  -  SECOND    CLASS 0
 GC0904
 GC0904.The horizontal coordinates were scaled from a topographic map and have
 GC0904.an estimated accuracy of +/- 6 seconds.
 GC0904
 GC0904.The orthometric height was determined by differential leveling
 GC0904.and adjusted by the National Geodetic Survey in June 1991..
 GC0904
 GC0904.The geoid height was determined by GEOID03.
 GC0904
 GC0904.The dynamic height is computed by dividing the NAVD 88
 GC0904.geopotential number by the normal gravity value computed on the
 GC0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0904.degrees latitude (g = 980.6199 gals.).
 GC0904
 GC0904.The modeled gravity was interpolated from observed gravity values.
 GC0904
 GC0904;                    North         East    Units  Estimated Accuracy
 GC0904;SPC KY1Z     - 1,070,970.    1,393,630.      MT  (+/- 180 meters Scaled)
 GC0904
 GC0904                          SUPERSEDED SURVEY CONTROL
 GC0904
 GC0904  NGVD 29 (??/??/92)  162.138  (m)          531.95   (f) ADJ UNCH    2 0
 GC0904
 GC0904.Superseded values are not recommended for survey control.
 GC0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0904.See file dsdata.txt to determine how the superseded data were derived.
 GC0904
 GC0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF049911(NAD 83)
 GC0904_MARKER: DB = BENCH MARK DISK
 GC0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0904_STAMPING: G 126 1943
 GC0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0904+STABILITY: SURFACE MOTION
 GC0904
 GC0904  HISTORY     - Date     Condition        Report By
 GC0904  HISTORY     - 1943     MONUMENTED       CGS
 GC0904  HISTORY     - 1950     MARK NOT FOUND   USGS
 GC0904
 GC0904                          STATION DESCRIPTION
 GC0904
 GC0904'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GC0904'1.5 MI S FROM LEWISBURG.
 GC0904'1.5 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0904'THE STATION AT LEWISBURG, LOGAN COUNTY, 44.4 FEET WEST ACROSS
 GC0904'THE TRACK FROM MILEPOST 153, 27.5 FEET WEST OF THE CENTERLINE
 GC0904'OF THE TRACK, 2.5 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE, 2.2
 GC0904'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER
 GC0904'THAN THE TRACK.  A STANDARD DISK, STAMPED G 126 1943 AND SET IN
 GC0904'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0210 ***********************************************************************
 HA0210  DESIGNATION -  G 127
 HA0210  PID         -  HA0210
 HA0210  STATE/COUNTY-  KY/EDMONSON
 HA0210  USGS QUAD   -  BEE SPRING (1979)
 HA0210
 HA0210                         *CURRENT SURVEY CONTROL
 HA0210  ___________________________________________________________________
 HA0210* NAD 83(1986)-  37 18 44.     (N)    086 16 37.     (W)     SCALED    
 HA0210* NAVD 88     -       212.322  (meters)     696.59   (feet)  ADJUSTED  
 HA0210  ___________________________________________________________________
 HA0210  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HA0210  DYNAMIC HT  -         212.162 (meters)     696.07  (feet)  COMP
 HA0210  MODELED GRAV-     979,870.8   (mgal)                       NAVD 88
 HA0210
 HA0210  VERT ORDER  -  SECOND    CLASS 0
 HA0210
 HA0210.The horizontal coordinates were scaled from a topographic map and have
 HA0210.an estimated accuracy of +/- 6 seconds.
 HA0210
 HA0210.The orthometric height was determined by differential leveling
 HA0210.and adjusted by the National Geodetic Survey in June 1991..
 HA0210
 HA0210.The geoid height was determined by GEOID03.
 HA0210
 HA0210.The dynamic height is computed by dividing the NAVD 88
 HA0210.geopotential number by the normal gravity value computed on the
 HA0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0210.degrees latitude (g = 980.6199 gals.).
 HA0210
 HA0210.The modeled gravity was interpolated from observed gravity values.
 HA0210
 HA0210;                    North         East    Units  Estimated Accuracy
 HA0210;SPC KY1Z     - 1,108,770.    1,453,290.      MT  (+/- 180 meters Scaled)
 HA0210
 HA0210                          SUPERSEDED SURVEY CONTROL
 HA0210
 HA0210  NGVD 29 (??/??/92)  212.442  (m)          696.99   (f) ADJ UNCH    2 0
 HA0210
 HA0210.Superseded values are not recommended for survey control.
 HA0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0210.See file dsdata.txt to determine how the superseded data were derived.
 HA0210
 HA0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG640297(NAD 83)
 HA0210_MARKER: DB = BENCH MARK DISK
 HA0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0210_SP_SET: CULVERT
 HA0210_STAMPING: G 127 1943
 HA0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0210
 HA0210  HISTORY     - Date     Condition        Report By
 HA0210  HISTORY     - 1943     MONUMENTED       CGS
 HA0210
 HA0210                          STATION DESCRIPTION
 HA0210
 HA0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HA0210'5.1 MI S FROM ANNETA.
 HA0210'TO REACH FROM THE GENERAL STORE AT ANNETA, PROCEED 5.1 MILES
 HA0210'SOUTHERLY ALONG STATE HIGHWAY NO. 65 TO A CONCRETE CULVERT
 HA0210'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 HA0210'TOP OF THE NORTHWEST END OF THE NORTHWEST TRIANGULAR HEADWALL
 HA0210'OF A 2.0 FOOT CONCRETE PIPE CULVERT UNDER THE HIGHWAY.  IT IS
 HA0210'0.25 MILE SOUTHWEST OF THE INTERSECTION OF A DIRT ROAD LEADING
 HA0210'SOUTHEAST AT A SMALL SETTLEMENT CALLED BROADWAY, 19.2 FEET
 HA0210'NORTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 HA0210'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0081 ***********************************************************************
 GD0081  DESIGNATION -  G 128
 GD0081  PID         -  GD0081
 GD0081  STATE/COUNTY-  KY/MARSHALL
 GD0081  USGS QUAD   -  FAIRDEALING (1955)
 GD0081
 GD0081                         *CURRENT SURVEY CONTROL
 GD0081  ___________________________________________________________________
 GD0081* NAD 83(1986)-  36 46 17.     (N)    088 07 33.     (W)     SCALED    
 GD0081* NAVD 88     -       116.680  (meters)     382.81   (feet)  ADJUSTED  
 GD0081  ___________________________________________________________________
 GD0081  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GD0081  DYNAMIC HT  -         116.588 (meters)     382.51  (feet)  COMP
 GD0081  MODELED GRAV-     979,840.5   (mgal)                       NAVD 88
 GD0081
 GD0081  VERT ORDER  -  FIRST     CLASS II
 GD0081
 GD0081.The horizontal coordinates were scaled from a topographic map and have
 GD0081.an estimated accuracy of +/- 6 seconds.
 GD0081
 GD0081.The orthometric height was determined by differential leveling
 GD0081.and adjusted by the National Geodetic Survey in June 1991..
 GD0081
 GD0081.The geoid height was determined by GEOID03.
 GD0081
 GD0081.The dynamic height is computed by dividing the NAVD 88
 GD0081.geopotential number by the normal gravity value computed on the
 GD0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0081.degrees latitude (g = 980.6199 gals.).
 GD0081
 GD0081.The modeled gravity was interpolated from observed gravity values.
 GD0081
 GD0081;                    North         East    Units  Estimated Accuracy
 GD0081;SPC KY1Z     - 1,051,320.    1,287,900.      MT  (+/- 180 meters Scaled)
 GD0081
 GD0081                          SUPERSEDED SURVEY CONTROL
 GD0081
 GD0081  NGVD 29 (??/??/??)  116.740  (m)          383.00   (f) ADJUSTED    1 2
 GD0081
 GD0081.Superseded values are not recommended for survey control.
 GD0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0081.See file dsdata.txt to determine how the superseded data were derived.
 GD0081
 GD0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF995701(NAD 83)
 GD0081_MARKER: DB = BENCH MARK DISK
 GD0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0081_STAMPING: G 128 1946
 GD0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0081+STABILITY: SURFACE MOTION
 GD0081
 GD0081  HISTORY     - Date     Condition        Report By
 GD0081  HISTORY     - 1946     MONUMENTED       CGS
 GD0081
 GD0081                          STATION DESCRIPTION
 GD0081
 GD0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0081'6 MI W FROM GOLDEN POND.
 GD0081'ABOUT 6.05 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0081'AT GOLDEN POND, ABOUT 0.6 MILE EAST OF THE JUNCTION OF STATE
 GD0081'HIGHWAY 94, SET IN THE TOP OF AND 2 FEET EAST OF THE WEST END OF
 GD0081'THE SOLID CONCRETE RAILING FOOTING AT THE WEST END OF THE BRIDGE
 GD0081'ACROSS THE TENNESSEE RIVER, 12.8 FEET SOUTH AND ABOUT 0.6 FOOT
 GD0081'ABOVE THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0254 ***********************************************************************
 HB0254  DESIGNATION -  G 129
 HB0254  PID         -  HB0254
 HB0254  STATE/COUNTY-  KY/MARSHALL
 HB0254  USGS QUAD   -  CALVERT CITY (1993)
 HB0254
 HB0254                         *CURRENT SURVEY CONTROL
 HB0254  ___________________________________________________________________
 HB0254* NAD 83(1986)-  37 01 57.     (N)    088 22 06.     (W)     SCALED    
 HB0254* NAVD 88     -       106.043  (meters)     347.91   (feet)  ADJUSTED  
 HB0254  ___________________________________________________________________
 HB0254  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HB0254  DYNAMIC HT  -         105.965 (meters)     347.65  (feet)  COMP
 HB0254  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 HB0254
 HB0254  VERT ORDER  -  FIRST     CLASS I
 HB0254
 HB0254.The horizontal coordinates were scaled from a topographic map and have
 HB0254.an estimated accuracy of +/- 6 seconds.
 HB0254
 HB0254.The orthometric height was determined by differential leveling
 HB0254.and adjusted by the National Geodetic Survey in June 1991..
 HB0254
 HB0254.The geoid height was determined by GEOID03.
 HB0254
 HB0254.The dynamic height is computed by dividing the NAVD 88
 HB0254.geopotential number by the normal gravity value computed on the
 HB0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0254.degrees latitude (g = 980.6199 gals.).
 HB0254
 HB0254.The modeled gravity was interpolated from observed gravity values.
 HB0254
 HB0254;                    North         East    Units  Estimated Accuracy
 HB0254;SPC KY1Z     - 1,080,870.    1,267,070.      MT  (+/- 180 meters Scaled)
 HB0254
 HB0254                          SUPERSEDED SURVEY CONTROL
 HB0254
 HB0254  NGVD 29 (??/??/??)  106.095  (m)          348.08   (f) ADJUSTED    1 1
 HB0254
 HB0254.Superseded values are not recommended for survey control.
 HB0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0254.See file dsdata.txt to determine how the superseded data were derived.
 HB0254
 HB0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF783993(NAD 83)
 HB0254_MARKER: DB = BENCH MARK DISK
 HB0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0254_SP_SET: FOUNDATION
 HB0254_STAMPING: G 129 1946
 HB0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0254
 HB0254  HISTORY     - Date     Condition        Report By
 HB0254  HISTORY     - 1946     MONUMENTED       CGS
 HB0254  HISTORY     - 1968     GOOD             CGS
 HB0254  HISTORY     - 1971     GOOD             NGS
 HB0254
 HB0254                          STATION DESCRIPTION
 HB0254
 HB0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0254'1 MI W FROM CALVERT CITY.
 HB0254'ABOUT 1.0 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM A
 HB0254'CROSSING OF THE RAILROAD AND STATE HIGHWAY 95 AT CALVERT CITY,
 HB0254'OR ABOUT 4.5 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0254'A CROSSING OF THE RAILROAD AND THE GRAVELED ROAD AT LITTLE
 HB0254'CYPRESS, 0.25 MILE EAST OF A CROSSING OF THE RAILROAD AND A
 HB0254'POWER LINE, 132 YARDS WEST OF MILEPOST 210, SET IN THE TOP OF THE
 HB0254'SOUTHEAST CORNER OF AN ABANDONED CONCRETE FOUNDATION, 6 FEET
 HB0254'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 32 FEET SOUTH OF
 HB0254'TELEPHONE POLE NUMBER 8729, AND ABOUT 1 FOOT BELOW THE LEVEL
 HB0254'OF THE TRACK.
 HB0254
 HB0254                          STATION RECOVERY (1971)
 HB0254
 HB0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HB0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1512 ***********************************************************************
 GZ1512  DESIGNATION -  G 13 RESET
 GZ1512  PID         -  GZ1512
 GZ1512  STATE/COUNTY-  KY/ADAIR
 GZ1512  USGS QUAD   -  GRADYVILLE (1973)
 GZ1512
 GZ1512                         *CURRENT SURVEY CONTROL
 GZ1512  ___________________________________________________________________
 GZ1512* NAD 83(1986)-  37 02 41.     (N)    085 27 38.     (W)     SCALED    
 GZ1512* NAVD 88     -       290.795  (meters)     954.05   (feet)  ADJUSTED  
 GZ1512  ___________________________________________________________________
 GZ1512  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GZ1512  DYNAMIC HT  -         290.563 (meters)     953.29  (feet)  COMP
 GZ1512  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 GZ1512
 GZ1512  VERT ORDER  -  FIRST     CLASS I
 GZ1512
 GZ1512.The horizontal coordinates were scaled from a topographic map and have
 GZ1512.an estimated accuracy of +/- 6 seconds.
 GZ1512
 GZ1512.The orthometric height was determined by differential leveling
 GZ1512.and adjusted by the National Geodetic Survey in June 1991..
 GZ1512
 GZ1512.The geoid height was determined by GEOID03.
 GZ1512
 GZ1512.The dynamic height is computed by dividing the NAVD 88
 GZ1512.geopotential number by the normal gravity value computed on the
 GZ1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1512.degrees latitude (g = 980.6199 gals.).
 GZ1512
 GZ1512.The modeled gravity was interpolated from observed gravity values.
 GZ1512
 GZ1512;                    North         East    Units  Estimated Accuracy
 GZ1512;SPC KY1Z     - 1,078,990.    1,525,750.      MT  (+/- 180 meters Scaled)
 GZ1512
 GZ1512                          SUPERSEDED SURVEY CONTROL
 GZ1512
 GZ1512  NGVD 29 (??/??/92)  290.951  (m)          954.56   (f) ADJ UNCH    1 1
 GZ1512
 GZ1512.Superseded values are not recommended for survey control.
 GZ1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1512.See file dsdata.txt to determine how the superseded data were derived.
 GZ1512
 GZ1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG368009(NAD 83)
 GZ1512_MARKER: DB = BENCH MARK DISK
 GZ1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1512_STAMPING: G 13 RESET 1951 954.532
 GZ1512_MARK LOGO: CGS   
 GZ1512_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1512+STABILITY: SURFACE MOTION
 GZ1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1512+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 GZ1512
 GZ1512  HISTORY     - Date     Condition        Report By
 GZ1512  HISTORY     - 1951     MONUMENTED       CGS
 GZ1512  HISTORY     - 1968     GOOD             NGS
 GZ1512  HISTORY     - 19931101 GOOD             KYDT
 GZ1512  HISTORY     - 20050824 GOOD             KYTC
 GZ1512
 GZ1512                          STATION DESCRIPTION
 GZ1512
 GZ1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1512'10.4 MI SW FROM COLUMBIA.
 GZ1512'ABOUT 0.5 MILE SOUTHWEST ALONG BURKESVILLE STREET WHICH IS
 GZ1512'STATE HIGHWAY 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA,
 GZ1512'THENCE 2.3 MILES SOUTHWEST ALONG STATE HIGHWAYS 61 AND 80,
 GZ1512'THENCE 7.6 MILES SOUTHWEST ALONG STATE HIGHWAY 80, OR ABOUT
 GZ1512'0.45 MILE NORTH ALONG U.S. HIGHWAY 58 AND STATE HIGHWAY 80
 GZ1512'FROM THE METCALFE COUNTY COURTHOUSE AT EDMONTON, THENCE 11.8
 GZ1512'MILES NORTHEAST ALONG STATE HIGHWAY 80, 98 FEET NORTHWEST OF
 GZ1512'THE CENTERLINE OF THE HIGHWAY, 188 FEET SOUTH OF THE SOUTHWEST
 GZ1512'CORNER OF THE JESUS CHURCH, 34 1/2 FEET SOUTH OF AN 18-INCH
 GZ1512'OAK TREE, 27 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 1.3
 GZ1512'FEET NORTH OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE
 GZ1512'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GZ1512'WHICH PROJECTS 4 INCHES.
 GZ1512
 GZ1512                          STATION RECOVERY (1993)
 GZ1512
 GZ1512'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1512'2.35 MILES (3.78 KM) SOUTHWEST ALONG KENTUCKY HIGHWAY 80 FROM SCHOOL
 GZ1512'IN GRADYVILLE, ABOUT 8.5 MILES (13.7 KM) NORTHEAST ALONG KENTUCKY
 GZ1512'HIGHWAY 80 FROM THE JUNCTION OF KENTUCKY HIGHWAY 768 TO THE NORTH, 98
 GZ1512'FEET (29.9 M) NORTHWEST OF CENTERLINE OF HIGHWAY, 188 FEET (57.3 M)
 GZ1512'WEST OF CENTERLINE OF GRAVEL DRIVE TO SCHOOL BUILDING, 10 FEET (3.0 M)
 GZ1512'ABOVE HIGHWAY, 1 FOOT (0.3 M) NORTHWEST OF METAL WITNESS POST SET IN
 GZ1512'THE TOP OF CONCRETE POST PROJECTING 3 INCHES.
 GZ1512
 GZ1512                          STATION RECOVERY (2005)
 GZ1512
 GZ1512'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3379 ***********************************************************************
 AB3379  DESIGNATION -  G 130 RESET
 AB3379  PID         -  AB3379
 AB3379  STATE/COUNTY-  KY/MCCRACKEN
 AB3379  USGS QUAD   -  HEATH (1978)
 AB3379
 AB3379                         *CURRENT SURVEY CONTROL
 AB3379  ___________________________________________________________________
 AB3379* NAD 83(1986)-  37 03 59.     (N)    088 46 57.     (W)     SCALED    
 AB3379* NAVD 88     -       115.79   (meters)     379.9    (feet)  RESET     
 AB3379  ___________________________________________________________________
 AB3379  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AB3379
 AB3379  VERT ORDER  -  THIRD
 AB3379
 AB3379.The horizontal coordinates were scaled from a topographic map and have
 AB3379.an estimated accuracy of +/- 6 seconds.
 AB3379
 AB3379.The orthometric height was computed from unverified reset data.
 AB3379
 AB3379.The geoid height was determined by GEOID03.
 AB3379
 AB3379;                    North         East    Units  Estimated Accuracy
 AB3379;SPC KY1Z     - 1,085,740.    1,230,350.      MT  (+/- 180 meters Scaled)
 AB3379
 AB3379                          SUPERSEDED SURVEY CONTROL
 AB3379
 AB3379.No superseded survey control is available for this station.
 AB3379
 AB3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG415037(NAD 83)
 AB3379_MARKER: DV = VERTICAL CONTROL DISK
 AB3379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB3379_SP_SET: PIPE CULVERT
 AB3379_STAMPING: G 130 1947 RESET 1993
 AB3379_MARK LOGO: NGS   
 AB3379_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3379+STABILITY: SURFACE MOTION
 AB3379
 AB3379  HISTORY     - Date     Condition        Report By
 AB3379  HISTORY     - 1993     MONUMENTED       KYDT
 AB3379  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 AB3379
 AB3379                          STATION DESCRIPTION
 AB3379
 AB3379'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RDH)
 AB3379'10 MILES (16.1 KM) EAST ALONG US 60 FROM PADUCAH, ABOUT 1.3 MILES (2.1
 AB3379'KM) SOUTHWEST ALONG US 60 FROM JUNCTION OF KY 724 SOUTH TO BARKLEY
 AB3379'AIRPORT, ABOUT 1 MILE (1.6 KM) EAST-NORTHEAST ALONG US 60 FROM
 AB3379'JUNCTION OF KY 996 AT FUTURE CITY, SET IN THE NORTHEAST END OF THE
 AB3379'NORTHWEST 9 FOOT CONCRETE HEADWALL FOR AN 18 INCH CONCRETE PIPE UNDER
 AB3379'US 60, 12.5 FEET (3.8 M) NORTHWEST OF CENTERLINE OF US 60, 0.5 FEET
 AB3379'(15.2 CM) SOUTHEAST OF GUARDRAIL, 1 FOOT (0.3 M) SOUTHWEST OF
 AB3379'FIBERGLASS WITNESS POST.
 AB3379
 AB3379                          STATION RECOVERY (2003)
 AB3379
 AB3379'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 AB3379'CHANGE US 60 TO  KY STATE HIGHWAY 3520
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1182 ***********************************************************************
 GD1182  DESIGNATION -  G 132
 GD1182  PID         -  GD1182
 GD1182  STATE/COUNTY-  KY/HICKMAN
 GD1182  USGS QUAD   -  OAKTON (1982)
 GD1182
 GD1182                         *CURRENT SURVEY CONTROL
 GD1182  ___________________________________________________________________
 GD1182* NAD 83(1986)-  36 41 29.     (N)    089 00 27.     (W)     SCALED    
 GD1182* NAVD 88     -       105.280  (meters)     345.41   (feet)  ADJUSTED  
 GD1182  ___________________________________________________________________
 GD1182  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GD1182  DYNAMIC HT  -         105.198 (meters)     345.14  (feet)  COMP
 GD1182  MODELED GRAV-     979,858.2   (mgal)                       NAVD 88
 GD1182
 GD1182  VERT ORDER  -  FIRST     CLASS II
 GD1182
 GD1182.The horizontal coordinates were scaled from a topographic map and have
 GD1182.an estimated accuracy of +/- 6 seconds.
 GD1182
 GD1182.The orthometric height was determined by differential leveling
 GD1182.and adjusted by the National Geodetic Survey in June 1991..
 GD1182
 GD1182.The geoid height was determined by GEOID03.
 GD1182
 GD1182.The dynamic height is computed by dividing the NAVD 88
 GD1182.geopotential number by the normal gravity value computed on the
 GD1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1182.degrees latitude (g = 980.6199 gals.).
 GD1182
 GD1182.The modeled gravity was interpolated from observed gravity values.
 GD1182
 GD1182;                    North         East    Units  Estimated Accuracy
 GD1182;SPC KY1Z     - 1,044,820.    1,208,900.      MT  (+/- 180 meters Scaled)
 GD1182
 GD1182                          SUPERSEDED SURVEY CONTROL
 GD1182
 GD1182  NGVD 29 (??/??/??)  105.194  (m)          345.12   (f) ADJUSTED    1 2
 GD1182
 GD1182.Superseded values are not recommended for survey control.
 GD1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1182.See file dsdata.txt to determine how the superseded data were derived.
 GD1182
 GD1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF206625(NAD 83)
 GD1182_MARKER: DB = BENCH MARK DISK
 GD1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1182_STAMPING: G 132 1948
 GD1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1182+STABILITY: SURFACE MOTION
 GD1182
 GD1182  HISTORY     - Date     Condition        Report By
 GD1182  HISTORY     - 1948     MONUMENTED       CGS
 GD1182
 GD1182                          STATION DESCRIPTION
 GD1182
 GD1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD1182'1.45 MI N FROM CLINTON.
 GD1182'1.45 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 GD1182'AT CLINTON, ABOUT 388 YARDS NORTH OF MILEPOST C 391, AT THE INSIDE OF
 GD1182'THE NORTH PART OF A LONG CURVE, 15 1/2 RAILS SOUTHEAST OF THE SOUTH EN
 GD1182'OF LONG NORTH-SOUTH TANGENT, AT THE NORTH END OF A CUT AND THE SOUTH E
 GD1182'OF A FILL, ABOUT 0.2 MILE SOUTH OF A TRESTLE, 33.8 FEET NORTHEAST OF T
 GD1182'NORTHEAST RAIL OF THE NORTHEAST TRACK, 61 FEET SOUTHEAST OF A CROSS FE
 GD1182'CORNER IN THE R/W FENCE, 1.5 FEET SOUTHWEST OF THE R/W FENCE, 8.5 FEET
 GD1182'EAST OF A TELEPHONE POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 GD1182'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0590 ***********************************************************************
 GD0590  DESIGNATION -  G 133
 GD0590  PID         -  GD0590
 GD0590  STATE/COUNTY-  KY/CARLISLE
 GD0590  USGS QUAD   -  WICKLIFFE (1983)
 GD0590
 GD0590                         *CURRENT SURVEY CONTROL
 GD0590  ___________________________________________________________________
 GD0590* NAD 83(1986)-  36 53 48.     (N)    089 01 39.     (W)     SCALED    
 GD0590* NAVD 88     -       112.977  (meters)     370.66   (feet)  ADJUSTED  
 GD0590  ___________________________________________________________________
 GD0590  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0590  DYNAMIC HT  -         112.892 (meters)     370.38  (feet)  COMP
 GD0590  MODELED GRAV-     979,873.6   (mgal)                       NAVD 88
 GD0590
 GD0590  VERT ORDER  -  FIRST     CLASS I
 GD0590
 GD0590.The horizontal coordinates were scaled from a topographic map and have
 GD0590.an estimated accuracy of +/- 6 seconds.
 GD0590
 GD0590.The orthometric height was determined by differential leveling
 GD0590.and adjusted by the National Geodetic Survey in June 1991..
 GD0590
 GD0590.The geoid height was determined by GEOID03.
 GD0590
 GD0590.The dynamic height is computed by dividing the NAVD 88
 GD0590.geopotential number by the normal gravity value computed on the
 GD0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0590.degrees latitude (g = 980.6199 gals.).
 GD0590
 GD0590.The modeled gravity was interpolated from observed gravity values.
 GD0590
 GD0590;                    North         East    Units  Estimated Accuracy
 GD0590;SPC KY1Z     - 1,067,650.    1,207,920.      MT  (+/- 180 meters Scaled)
 GD0590
 GD0590                          SUPERSEDED SURVEY CONTROL
 GD0590
 GD0590  NGVD 29 (??/??/??)  112.868  (m)          370.30   (f) ADJUSTED    1 1
 GD0590
 GD0590.Superseded values are not recommended for survey control.
 GD0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0590.See file dsdata.txt to determine how the superseded data were derived.
 GD0590
 GD0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF193853(NAD 83)
 GD0590_MARKER: DB = BENCH MARK DISK
 GD0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0590_STAMPING: G 133 1948
 GD0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0590+STABILITY: SURFACE MOTION
 GD0590
 GD0590  HISTORY     - Date     Condition        Report By
 GD0590  HISTORY     - 1948     MONUMENTED       CGS
 GD0590  HISTORY     - 1974     GOOD             NGS
 GD0590
 GD0590                          STATION DESCRIPTION
 GD0590
 GD0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0590'2 MI NW FROM BARDWELL.
 GD0590'ABOUT 1.45 MILES NORTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 GD0590'BARDWELL BAPTIST CHURCH AND JUNCTION OF STATE HIGHWAY 23 AT
 GD0590'BARDWELL, TO THE CARLISLE COUNTY SALVAGE YARD, THENCE 0.6 MILE
 GD0590'NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD, 0.2 MILE SOUTHEAST
 GD0590'OF MILEPOST C 376, 0.15 MILE SOUTHWEST OF A RESTAURANT AND
 GD0590'CONSUMERS SERVICE STATION, ALONG U.S. HIGHWAY 51, AT THE
 GD0590'NORTHWEST END OF A SHALLOW CUT, 80 FEET NORTHWEST OF A TELEPHONE
 GD0590'POLE, 54.5 FEET WEST OF THE MOST SOUTHWESTERLY LARGE OAK TREE IN
 GD0590'A ROW OF TREES WHICH LEADS TOWARD STATION, 53.5 FEET NORTHEAST
 GD0590'OF THE NORTHEAST RAIL OF MAIN TRACK, 39.7 FEET NORTHEAST OF THE
 GD0590'NORTHEAST RAIL OF A SIDE TRACK, 1 FOOT SOUTHWEST OF A FENCE LINE,
 GD0590'1 FOOT BELOW RAILS AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 GD0590'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1094 ***********************************************************************
 GC1094  DESIGNATION -  G 134
 GC1094  PID         -  GC1094
 GC1094  STATE/COUNTY-  KY/CHRISTIAN
 GC1094  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1094
 GC1094                         *CURRENT SURVEY CONTROL
 GC1094  ___________________________________________________________________
 GC1094* NAD 83(1986)-  36 46 54.     (N)    087 26 16.     (W)     SCALED    
 GC1094* NAVD 88     -       175.122  (meters)     574.55   (feet)  ADJUSTED  
 GC1094  ___________________________________________________________________
 GC1094  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC1094  DYNAMIC HT  -         174.983 (meters)     574.09  (feet)  COMP
 GC1094  MODELED GRAV-     979,831.4   (mgal)                       NAVD 88
 GC1094
 GC1094  VERT ORDER  -  FIRST     CLASS II
 GC1094
 GC1094.The horizontal coordinates were scaled from a topographic map and have
 GC1094.an estimated accuracy of +/- 6 seconds.
 GC1094
 GC1094.The orthometric height was determined by differential leveling
 GC1094.and adjusted by the National Geodetic Survey in June 1991..
 GC1094
 GC1094.The geoid height was determined by GEOID03.
 GC1094
 GC1094.The dynamic height is computed by dividing the NAVD 88
 GC1094.geopotential number by the normal gravity value computed on the
 GC1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1094.degrees latitude (g = 980.6199 gals.).
 GC1094
 GC1094.The modeled gravity was interpolated from observed gravity values.
 GC1094
 GC1094;                    North         East    Units  Estimated Accuracy
 GC1094;SPC KY1Z     - 1,051,120.    1,349,340.      MT  (+/- 180 meters Scaled)
 GC1094
 GC1094                          SUPERSEDED SURVEY CONTROL
 GC1094
 GC1094  NGVD 29 (??/??/92)  175.192  (m)          574.78   (f) ADJ UNCH    1 2
 GC1094
 GC1094.Superseded values are not recommended for survey control.
 GC1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1094.See file dsdata.txt to determine how the superseded data were derived.
 GC1094
 GC1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF609707(NAD 83)
 GC1094_MARKER: DB = BENCH MARK DISK
 GC1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1094_STAMPING: G 134 1949
 GC1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1094+STABILITY: SURFACE MOTION
 GC1094
 GC1094  HISTORY     - Date     Condition        Report By
 GC1094  HISTORY     - 1949     MONUMENTED       CGS
 GC1094
 GC1094                          STATION DESCRIPTION
 GC1094
 GC1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1094'7.8 MI SE FROM HOPKINSVILLE.
 GC1094'5.7 MILES SOUTH ALONG U.S. HIGHWAY 41A FROM THE POST OFFICE AT
 GC1094'HOPKINSVILLE, THENCE ABOUT 1.5 MILES EAST AND ABOUT 0.15 MILE
 GC1094'SOUTH ALONG GRAVEL ROADS, THENCE ABOUT 0.5 MILE SOUTHEAST AND
 GC1094'EAST ALONG A PRIVATE ROAD, AT THE WESTERN PART OF GARNETT
 GC1094'AIRFIELD, 70 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GC1094'SMALL WOODEN OFFICE BUILDING, 9 FEET WEST-NORTHWEST OF THE
 GC1094'NORTHEAST CORNER OF A RED BARN, 2 FEET NORTH OF THE NORTH WALL
 GC1094'OF THE BARN, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 GC1094'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0873 ***********************************************************************
 HA0873  DESIGNATION -  G 135
 HA0873  PID         -  HA0873
 HA0873  STATE/COUNTY-  KY/CALDWELL
 HA0873  USGS QUAD   -  PRINCETON EAST (1967)
 HA0873
 HA0873                         *CURRENT SURVEY CONTROL
 HA0873  ___________________________________________________________________
 HA0873* NAD 83(1986)-  37 01 41.     (N)    087 49 32.     (W)     SCALED    
 HA0873* NAVD 88     -       165.629  (meters)     543.40   (feet)  ADJUSTED  
 HA0873  ___________________________________________________________________
 HA0873  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HA0873  DYNAMIC HT  -         165.503 (meters)     542.99  (feet)  COMP
 HA0873  MODELED GRAV-     979,862.6   (mgal)                       NAVD 88
 HA0873
 HA0873  VERT ORDER  -  FIRST     CLASS I
 HA0873
 HA0873.The horizontal coordinates were scaled from a topographic map and have
 HA0873.an estimated accuracy of +/- 6 seconds.
 HA0873
 HA0873.The orthometric height was determined by differential leveling
 HA0873.and adjusted by the National Geodetic Survey in June 1991..
 HA0873
 HA0873.The geoid height was determined by GEOID03.
 HA0873
 HA0873.The dynamic height is computed by dividing the NAVD 88
 HA0873.geopotential number by the normal gravity value computed on the
 HA0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0873.degrees latitude (g = 980.6199 gals.).
 HA0873
 HA0873.The modeled gravity was interpolated from observed gravity values.
 HA0873
 HA0873;                    North         East    Units  Estimated Accuracy
 HA0873;SPC KY1Z     - 1,079,160.    1,315,330.      MT  (+/- 180 meters Scaled)
 HA0873
 HA0873                          SUPERSEDED SURVEY CONTROL
 HA0873
 HA0873  NGVD 29 (??/??/92)  165.699  (m)          543.63   (f) ADJ UNCH    1 1
 HA0873
 HA0873.Superseded values are not recommended for survey control.
 HA0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0873.See file dsdata.txt to determine how the superseded data were derived.
 HA0873
 HA0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF265983(NAD 83)
 HA0873_MARKER: DB = BENCH MARK DISK
 HA0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0873_STAMPING: G 135 1949
 HA0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0873+STABILITY: SURFACE MOTION
 HA0873
 HA0873  HISTORY     - Date     Condition        Report By
 HA0873  HISTORY     - 1949     MONUMENTED       CGS
 HA0873  HISTORY     - 1968     GOOD             NGS
 HA0873
 HA0873                          STATION DESCRIPTION
 HA0873
 HA0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0873'6.6 MI SE FROM PRINCETON.
 HA0873'ABOUT 0.3 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS
 HA0873'STATE HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL COUNTY
 HA0873'COURTHOUSE AT PRINCETON TO A CROSSING OF THE ILLINOIS CENTRAL
 HA0873'RAILROAD, THENCE 6.35 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL
 HA0873'RAILROAD, 133 YARDS NORTHWEST OF MILEPOST 106, 51 FEET NORTHEAST
 HA0873'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD,
 HA0873'48 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 67 FEET SOUTHWEST
 HA0873'OF THE CENTERLINE OF STATE HIGHWAY 128 WHICH PARALLELS THE
 HA0873'TRACK, 34 1/2 FEET NORTH OF THE CENTERLINE OF THE PRIVATE ROAD,
 HA0873'6 FEET SOUTHWEST OF A HARDWOOD TREE, 1.0 FOOT NORTHWEST OF A
 HA0873'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK,
 HA0873'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0177 ***********************************************************************
 HB0177  DESIGNATION -  G 136
 HB0177  PID         -  HB0177
 HB0177  STATE/COUNTY-  KY/LIVINGSTON
 HB0177  USGS QUAD   -  GRAND RIVERS (1993)
 HB0177
 HB0177                         *CURRENT SURVEY CONTROL
 HB0177  ___________________________________________________________________
 HB0177* NAD 83(1986)-  37 00 40.     (N)    088 13 55.     (W)     SCALED    
 HB0177* NAVD 88     -       115.067  (meters)     377.52   (feet)  ADJUSTED  
 HB0177  ___________________________________________________________________
 HB0177  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HB0177  DYNAMIC HT  -         114.981 (meters)     377.23  (feet)  COMP
 HB0177  MODELED GRAV-     979,882.6   (mgal)                       NAVD 88
 HB0177
 HB0177  VERT ORDER  -  FIRST     CLASS II
 HB0177
 HB0177.The horizontal coordinates were scaled from a topographic map and have
 HB0177.an estimated accuracy of +/- 6 seconds.
 HB0177
 HB0177.The orthometric height was determined by differential leveling
 HB0177.and adjusted by the National Geodetic Survey in June 1991..
 HB0177
 HB0177.The geoid height was determined by GEOID03.
 HB0177
 HB0177.The dynamic height is computed by dividing the NAVD 88
 HB0177.geopotential number by the normal gravity value computed on the
 HB0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0177.degrees latitude (g = 980.6199 gals.).
 HB0177
 HB0177.The modeled gravity was interpolated from observed gravity values.
 HB0177
 HB0177;                    North         East    Units  Estimated Accuracy
 HB0177;SPC KY1Z     - 1,078,160.    1,279,130.      MT  (+/- 180 meters Scaled)
 HB0177
 HB0177                          SUPERSEDED SURVEY CONTROL
 HB0177
 HB0177  NGVD 29 (??/??/??)  115.143  (m)          377.76   (f) ADJUSTED    1 2
 HB0177
 HB0177.Superseded values are not recommended for survey control.
 HB0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0177.See file dsdata.txt to determine how the superseded data were derived.
 HB0177
 HB0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF904968(NAD 83)
 HB0177_MARKER: DB = BENCH MARK DISK
 HB0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0177+STABILITY: SURFACE MOTION
 HB0177
 HB0177  HISTORY     - Date     Condition        Report By
 HB0177  HISTORY     - 1949     MONUMENTED       CGS
 HB0177  HISTORY     - 1968     MARK NOT FOUND   CGS
 HB0177
 HB0177                          STATION DESCRIPTION
 HB0177
 HB0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0177'AT GRAND RIVERS.
 HB0177'AT GRAND RIVERS, AT THE ILLINOIS CENTRAL RAILROAD STATION, AND AT
 HB0177'A GRAVEL ROAD CROSSING, 95.5 FEET NORTH OF THE NORTH RAIL OF
 HB0177'THE TRACK, 57 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 HB0177'120 FEET SOUTHWEST OF THE SOUTHWEST PORCH CORNER OF A HILL TOP
 HB0177'HOUSE, 81 FEET WEST OF TELEPHONE POLE NO. 8353, 106.8 FEET
 HB0177'NORTHWEST AND ACROSS THE GRAVEL ROAD FROM THE STATION SIGN GRAND
 HB0177'RIVERS, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 HB0177'WITH THE TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HB0177'4 INCHES.  NOTE-- THE AREA AT THE DESCRIBED LOCATION OF THIS
 HB0177'MARK HAS UNDERWENT CONSIDERABLE CHANGES SINCE BARKLEY DAM WAS
 HB0177'BUILT.  THE RAILROAD TRACKS HAVE BEEN TORN OUT AND A ROAD HAS BEEN
 HB0177'BUILT ALONG THE SIDE OF THE ABANDONED RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0242 ***********************************************************************
 HZ0242  DESIGNATION -  G 137
 HZ0242  PID         -  HZ0242
 HZ0242  STATE/COUNTY-  KY/HARRISON
 HZ0242  USGS QUAD   -  SADIEVILLE (1978)
 HZ0242
 HZ0242                         *CURRENT SURVEY CONTROL
 HZ0242  ___________________________________________________________________
 HZ0242* NAD 83(1986)-  38 27 54.     (N)    084 32 40.     (W)     SCALED    
 HZ0242* NAVD 88     -       290.794  (meters)     954.05   (feet)  ADJUSTED  
 HZ0242  ___________________________________________________________________
 HZ0242  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0242  DYNAMIC HT  -         290.589 (meters)     953.37  (feet)  COMP
 HZ0242  MODELED GRAV-     979,914.8   (mgal)                       NAVD 88
 HZ0242
 HZ0242  VERT ORDER  -  FIRST     CLASS II
 HZ0242
 HZ0242.The horizontal coordinates were scaled from a topographic map and have
 HZ0242.an estimated accuracy of +/- 6 seconds.
 HZ0242
 HZ0242.The orthometric height was determined by differential leveling
 HZ0242.and adjusted by the National Geodetic Survey in June 1991..
 HZ0242.WARNING-Repeat measurements at this control monument indicate possible
 HZ0242.vertical movement.
 HZ0242
 HZ0242.The geoid height was determined by GEOID03.
 HZ0242
 HZ0242.The dynamic height is computed by dividing the NAVD 88
 HZ0242.geopotential number by the normal gravity value computed on the
 HZ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0242.degrees latitude (g = 980.6199 gals.).
 HZ0242
 HZ0242.The modeled gravity was interpolated from observed gravity values.
 HZ0242
 HZ0242;                    North         East    Units  Estimated Accuracy
 HZ0242;SPC KY1Z     - 1,237,260.    1,605,210.      MT  (+/- 180 meters Scaled)
 HZ0242
 HZ0242                          SUPERSEDED SURVEY CONTROL
 HZ0242
 HZ0242  NGVD 29 (??/??/92)  290.953  (m)          954.57   (f) ADJ UNCH    1 2
 HZ0242
 HZ0242.Superseded values are not recommended for survey control.
 HZ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0242.See file dsdata.txt to determine how the superseded data were derived.
 HZ0242
 HZ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH142602(NAD 83)
 HZ0242_MARKER: DB = BENCH MARK DISK
 HZ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0242_SP_SET: CONCRETE POST
 HZ0242_STAMPING: G 137 1949
 HZ0242_MARK LOGO: CGS   
 HZ0242_PROJECTION: PROJECTING 9 CENTIMETERS
 HZ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0242+STABILITY: SURFACE MOTION
 HZ0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0242+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2002
 HZ0242
 HZ0242  HISTORY     - Date     Condition        Report By
 HZ0242  HISTORY     - 1949     MONUMENTED       CGS
 HZ0242  HISTORY     - 1986     GOOD             NGS
 HZ0242  HISTORY     - 20020709 GOOD             KYDT
 HZ0242
 HZ0242                          STATION DESCRIPTION
 HZ0242
 HZ0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0242'1 MI N FROM HINTON.
 HZ0242'ABOUT 0.95 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 HZ0242'AT HINTON, ABOUT 0.15 MILE NORTHWEST OF MILE POST 51, ABOUT
 HZ0242'0.15 MILE SOUTH OF A ROAD CROSSING AND AT A ROAD CROSSING OF
 HZ0242'SAME ROAD MENTIONED ABOVE, AT THE SCOTT-HARRISON COUNTY LINE,
 HZ0242'40 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK,
 HZ0242'55 FEET EAST OF THE CENTER OF THE CROSSING OF THE NORTHEAST
 HZ0242'TRACK, 36 FEET EAST OF A CROSSING WARNING SIGN, 1 1/2 FEET
 HZ0242'NORTHEAST OF BEING IN LINE WITH A ROW OF TELEPHONE POLES, 55.5
 HZ0242'FEET SOUTHEAST AND ACROSS THE ROAD FROM TELEPHONE POLE NO. G,
 HZ0242'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 HZ0242'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0242
 HZ0242                          STATION RECOVERY (1986)
 HZ0242
 HZ0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ0242'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.5 KM (2.2 MI)
 HZ0242'SOUTH ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE IN CORINTH, THENCE
 HZ0242'0.6 KM (0.4 MI) SOUTHEAST ALONG A GRAVELED ROAD, THENCE 0.2 KM (0.15
 HZ0242'MI) SOUTH ALONG THE SOUTHERN RAILROAD TO THE MARK ON THE LEFT, 12.2
 HZ0242'METERS (40.0 FT) NORTHEAST OF THE EAST RAIL, 13.7 METERS (45.0 FT)
 HZ0242'SOUTHEAST OF THE CENTER OF A ROAD.
 HZ0242'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 HZ0242'THE MARK IS ABOVE LEVEL WITH TRACKS.
 HZ0242
 HZ0242                          STATION RECOVERY (2002)
 HZ0242
 HZ0242'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0242'MARK IS 39 FEET SOUTHEAST OF THE CENTERLINE OF ROAD THAT CROSSES
 HZ0242'TRACKS, 1 FOOT NORTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0153 ***********************************************************************
 HB0153  DESIGNATION -  G 138
 HB0153  PID         -  HB0153
 HB0153  STATE/COUNTY-  KY/CRITTENDEN
 HB0153  USGS QUAD   -  DYCUSBURG (1973)
 HB0153
 HB0153                         *CURRENT SURVEY CONTROL
 HB0153  ___________________________________________________________________
 HB0153* NAD 83(1986)-  37 12 50.     (N)    088 07 40.     (W)     SCALED    
 HB0153* NAVD 88     -       136.369  (meters)     447.40   (feet)  ADJUSTED  
 HB0153  ___________________________________________________________________
 HB0153  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HB0153  DYNAMIC HT  -         136.268 (meters)     447.07  (feet)  COMP
 HB0153  MODELED GRAV-     979,884.1   (mgal)                       NAVD 88
 HB0153
 HB0153  VERT ORDER  -  FIRST     CLASS II
 HB0153
 HB0153.The horizontal coordinates were scaled from a topographic map and have
 HB0153.an estimated accuracy of +/- 6 seconds.
 HB0153
 HB0153.The orthometric height was determined by differential leveling
 HB0153.and adjusted by the National Geodetic Survey in June 1991..
 HB0153
 HB0153.The geoid height was determined by GEOID03.
 HB0153
 HB0153.The dynamic height is computed by dividing the NAVD 88
 HB0153.geopotential number by the normal gravity value computed on the
 HB0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0153.degrees latitude (g = 980.6199 gals.).
 HB0153
 HB0153.The modeled gravity was interpolated from observed gravity values.
 HB0153
 HB0153;                    North         East    Units  Estimated Accuracy
 HB0153;SPC KY1Z     - 1,100,420.    1,288,970.      MT  (+/- 180 meters Scaled)
 HB0153
 HB0153                          SUPERSEDED SURVEY CONTROL
 HB0153
 HB0153  NGVD 29 (??/??/??)  136.446  (m)          447.66   (f) ADJUSTED    1 2
 HB0153
 HB0153.Superseded values are not recommended for survey control.
 HB0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0153.See file dsdata.txt to determine how the superseded data were derived.
 HB0153
 HB0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG999191(NAD 83)
 HB0153_MARKER: DB = BENCH MARK DISK
 HB0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0153_SP_SET: CULVERT
 HB0153_STAMPING: G 138 1949
 HB0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0153
 HB0153  HISTORY     - Date     Condition        Report By
 HB0153  HISTORY     - 1949     MONUMENTED       CGS
 HB0153
 HB0153                          STATION DESCRIPTION
 HB0153
 HB0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0153'2.4 MI SW FROM MEXICO.
 HB0153'2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 70 FROM THE ILLINOIS
 HB0153'CENTRAL RAILROAD STATION AT MEXICO, ABOUT 0.9 MILE NORTHEAST OF
 HB0153'THE PRESBYTERIAN CHURCH AT FRANCES, ABOUT 0.3 MILE EAST OF THE
 HB0153'JUNCTION OF A ROAD WEST, AT THE ENTRANCE ROAD TO A MINING LOCATION
 HB0153'NORTH OF HIGHWAY, SET IN THE TOP OF THE WEST END OF THE SOUTH
 HB0153'CONCRETE HEAD WALL OF A 4-FOOT CONCRETE CULVERT, 76 FEET SOUTHWEST
 HB0153'AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A 10-FOOT
 HB0153'WOODEN BRIDGE ON ROAD TO MINE, 14 FEET SOUTH OF AND ABOUT 1 FOOT
 HB0153'BELOW THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0852 ***********************************************************************
 HA0852  DESIGNATION -  G 139
 HA0852  PID         -  HA0852
 HA0852  STATE/COUNTY-  KY/CRITTENDEN
 HA0852  USGS QUAD   -  BLACKFORD (1954)
 HA0852
 HA0852                         *CURRENT SURVEY CONTROL
 HA0852  ___________________________________________________________________
 HA0852* NAD 83(1986)-  37 26 28.     (N)    087 56 46.     (W)     SCALED    
 HA0852* NAVD 88     -       110.720  (meters)     363.25   (feet)  ADJUSTED  
 HA0852  ___________________________________________________________________
 HA0852  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 HA0852  DYNAMIC HT  -         110.640 (meters)     362.99  (feet)  COMP
 HA0852  MODELED GRAV-     979,905.2   (mgal)                       NAVD 88
 HA0852
 HA0852  VERT ORDER  -  FIRST     CLASS II
 HA0852
 HA0852.The horizontal coordinates were scaled from a topographic map and have
 HA0852.an estimated accuracy of +/- 6 seconds.
 HA0852
 HA0852.The orthometric height was determined by differential leveling
 HA0852.and adjusted by the National Geodetic Survey in June 1991..
 HA0852
 HA0852.The geoid height was determined by GEOID03.
 HA0852
 HA0852.The dynamic height is computed by dividing the NAVD 88
 HA0852.geopotential number by the normal gravity value computed on the
 HA0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0852.degrees latitude (g = 980.6199 gals.).
 HA0852
 HA0852.The modeled gravity was interpolated from observed gravity values.
 HA0852
 HA0852;                    North         East    Units  Estimated Accuracy
 HA0852;SPC KY1Z     - 1,125,230.    1,305,690.      MT  (+/- 180 meters Scaled)
 HA0852
 HA0852                          SUPERSEDED SURVEY CONTROL
 HA0852
 HA0852  NGVD 29 (??/??/92)  110.816  (m)          363.57   (f) ADJ UNCH    1 2
 HA0852
 HA0852.Superseded values are not recommended for survey control.
 HA0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0852.See file dsdata.txt to determine how the superseded data were derived.
 HA0852
 HA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG163442(NAD 83)
 HA0852_MARKER: DB = BENCH MARK DISK
 HA0852_SETTING: 66 = SET IN ROCK OUTCROP
 HA0852_SP_SET: ROCK CUT
 HA0852_STAMPING: G 139 1949
 HA0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0852+STABILITY: POSITION/ELEVATION WELL
 HA0852
 HA0852  HISTORY     - Date     Condition        Report By
 HA0852  HISTORY     - 1949     MONUMENTED       CGS
 HA0852
 HA0852                          STATION DESCRIPTION
 HA0852
 HA0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HA0852'0.8 MI SW FROM BLACKFORD.
 HA0852'ABOUT 0.8 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0852'STATION AT BLACKFORD, ABOUT 0.45 MILE NORTHEAST OF A ROAD
 HA0852'CROSSING, SET IN THE TOP OF A SAND STONE LEDGE NEAR THE SOUTHWEST
 HA0852'END OF A ROCK CUT, 333 FEET SOUTHWEST OF A YARD LIMIT SIGN POST,
 HA0852'273 FEET SOUTHWEST OF MILE POST E 63, 6.5 FEET NORTHWEST OF THE
 HA0852'NORTHWEST RAIL AND ABOUT 1/2 FOOT ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1903 ***********************************************************************
 GY1903  DESIGNATION -  G 14
 GY1903  PID         -  GY1903
 GY1903  STATE/COUNTY-  KY/BREATHITT
 GY1903  USGS QUAD   -  HADDIX (1972)
 GY1903
 GY1903                         *CURRENT SURVEY CONTROL
 GY1903  ___________________________________________________________________
 GY1903* NAD 83(1986)-  37 29 11.     (N)    083 21 06.     (W)     SCALED    
 GY1903* NAVD 88     -       231.484  (meters)     759.46   (feet)  ADJUSTED  
 GY1903  ___________________________________________________________________
 GY1903  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GY1903  DYNAMIC HT  -         231.307 (meters)     758.88  (feet)  COMP
 GY1903  MODELED GRAV-     979,860.3   (mgal)                       NAVD 88
 GY1903
 GY1903  VERT ORDER  -  FIRST     CLASS I
 GY1903
 GY1903.The horizontal coordinates were scaled from a topographic map and have
 GY1903.an estimated accuracy of +/- 6 seconds.
 GY1903
 GY1903.The orthometric height was determined by differential leveling
 GY1903.and adjusted by the National Geodetic Survey in June 1991..
 GY1903
 GY1903.The geoid height was determined by GEOID03.
 GY1903
 GY1903.The dynamic height is computed by dividing the NAVD 88
 GY1903.geopotential number by the normal gravity value computed on the
 GY1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1903.degrees latitude (g = 980.6199 gals.).
 GY1903
 GY1903.The modeled gravity was interpolated from observed gravity values.
 GY1903
 GY1903;                    North         East    Units  Estimated Accuracy
 GY1903;SPC KY1Z     - 1,130,700.    1,712,070.      MT  (+/- 180 meters Scaled)
 GY1903
 GY1903                          SUPERSEDED SURVEY CONTROL
 GY1903
 GY1903  NGVD 29 (??/??/92)  231.638  (m)          759.97   (f) ADJ UNCH    1 1
 GY1903
 GY1903.Superseded values are not recommended for survey control.
 GY1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1903.See file dsdata.txt to determine how the superseded data were derived.
 GY1903
 GY1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB920514(NAD 83)
 GY1903_MARKER: DB = BENCH MARK DISK
 GY1903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1903_SP_SET: BRIDGE
 GY1903_STAMPING: G 14 1930 759.949
 GY1903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1903
 GY1903  HISTORY     - Date     Condition        Report By
 GY1903  HISTORY     - 1930     MONUMENTED       CGS
 GY1903  HISTORY     - 1967     GOOD             NGS
 GY1903  HISTORY     - 19960410 POOR             KYDT
 GY1903
 GY1903                          STATION DESCRIPTION
 GY1903
 GY1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1903'6.8 MI SE FROM JACKSON.
 GY1903'ABOUT 6.85 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1903'RAILROAD FROM THE STATION AT JACKSON, 0.5 MILE SOUTHWEST OF THE
 GY1903'POST OFFICE AT THE COMMUNITY OF HADDIX, 5 1/2 FEET NORTHWEST OF
 GY1903'THE NORTHWEST RAIL, SET IN THE TOP OF THE NORTHWEST END OF THE
 GY1903'SOUTHWEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER THE NORTH
 GY1903'FORK OF THE KENTUCKY RIVER, AND ABOUT 2 1/2 FEET BELOW THE LEVEL
 GY1903'OF THE TRACKS.
 GY1903
 GY1903                          STATION RECOVERY (1996)
 GY1903
 GY1903'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1903'MARK IS HERE BUT INACCESSIBLE DUE TO WOODEN PLANK SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0075 ***********************************************************************
 HB0075  DESIGNATION -  G 140
 HB0075  PID         -  HB0075
 HB0075  STATE/COUNTY-  KY/UNION
 HB0075  USGS QUAD   -  GROVE CENTER (1959)
 HB0075
 HB0075                         *CURRENT SURVEY CONTROL
 HB0075  ___________________________________________________________________
 HB0075* NAD 83(1986)-  37 38 07.     (N)    088 04 33.     (W)     SCALED    
 HB0075* NAVD 88     -       122.127  (meters)     400.68   (feet)  ADJUSTED  
 HB0075  ___________________________________________________________________
 HB0075  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 HB0075  DYNAMIC HT  -         122.041 (meters)     400.40  (feet)  COMP
 HB0075  MODELED GRAV-     979,923.3   (mgal)                       NAVD 88
 HB0075
 HB0075  VERT ORDER  -  FIRST     CLASS II
 HB0075
 HB0075.The horizontal coordinates were scaled from a topographic map and have
 HB0075.an estimated accuracy of +/- 6 seconds.
 HB0075
 HB0075.The orthometric height was determined by differential leveling
 HB0075.and adjusted by the National Geodetic Survey in June 1991..
 HB0075
 HB0075.The geoid height was determined by GEOID03.
 HB0075
 HB0075.The dynamic height is computed by dividing the NAVD 88
 HB0075.geopotential number by the normal gravity value computed on the
 HB0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0075.degrees latitude (g = 980.6199 gals.).
 HB0075
 HB0075.The modeled gravity was interpolated from observed gravity values.
 HB0075
 HB0075;                    North         East    Units  Estimated Accuracy
 HB0075;SPC KY1Z     - 1,147,050.    1,294,750.      MT  (+/- 180 meters Scaled)
 HB0075
 HB0075                          SUPERSEDED SURVEY CONTROL
 HB0075
 HB0075  NGVD 29 (??/??/??)  122.224  (m)          401.00   (f) ADJUSTED    1 2
 HB0075
 HB0075.Superseded values are not recommended for survey control.
 HB0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0075.See file dsdata.txt to determine how the superseded data were derived.
 HB0075
 HB0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG050658(NAD 83)
 HB0075_MARKER: DB = BENCH MARK DISK
 HB0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0075_STAMPING: G 140 1949
 HB0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0075+STABILITY: SURFACE MOTION
 HB0075
 HB0075  HISTORY     - Date     Condition        Report By
 HB0075  HISTORY     - 1949     MONUMENTED       CGS
 HB0075
 HB0075                          STATION DESCRIPTION
 HB0075
 HB0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0075'5.4 MI SE FROM BLACKBURN.
 HB0075'ABOUT 2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM BLACKBURN,
 HB0075'THENCE ABOUT 3.05 MILES SOUTHEAST ALONG STATE HIGHWAY 85, AT AN
 HB0075'IMITATION-BRICK BUNGALOW ON NORTHEAST SIDE OF HIGHWAY, ABOUT
 HB0075'0.25 MILE NORTHEAST OF THE JUNCTION OF A ROAD NORTHEAST, ABOUT
 HB0075'1.95 MILES NORTHWEST OF THE CROSSING OF THE ILLINOIS CENTRAL
 HB0075'RAILROAD, 79 FEET WEST-SOUTHWEST AND ACROSS THE DRIVE TO HOUSE
 HB0075'FROM THE SOUTHWEST CORNER OF THE HOUSE, 64 1/2 FEET
 HB0075'WEST-SOUTHWEST AND ACROSS DRIVE FROM A WELL, 29.8 FEET
 HB0075'NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17 1/2 FEET
 HB0075'WEST OF THE CENTER LINE OF THE DRIVE, 11.8 FEET NORTH WEST OF THE
 HB0075'WEST END OF A 14-INCH PIPE CULVERT UNDER DRIVE, 3 1/2 FEET WEST
 HB0075'OF A FENCE CORNER, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 HB0075'POST, 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 HB0075'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0967 ***********************************************************************
 HZ0967  DESIGNATION -  G 141 RESET
 HZ0967  PID         -  HZ0967
 HZ0967  STATE/COUNTY-  KY/CARROLL
 HZ0967  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ0967
 HZ0967                         *CURRENT SURVEY CONTROL
 HZ0967  ___________________________________________________________________
 HZ0967* NAD 83(1986)-  38 36 50.     (N)    085 09 29.     (W)     SCALED    
 HZ0967* NAVD 88     -       147.90   (meters)     485.2    (feet)  RESET     
 HZ0967  ___________________________________________________________________
 HZ0967  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ0967
 HZ0967  VERT ORDER  -  THIRD
 HZ0967
 HZ0967.The horizontal coordinates were scaled from a topographic map and have
 HZ0967.an estimated accuracy of +/- 6 seconds.
 HZ0967
 HZ0967.The orthometric height was computed from unverified reset data.
 HZ0967.No vertical observational check was made to the station.
 HZ0967
 HZ0967.The geoid height was determined by GEOID03.
 HZ0967
 HZ0967;                    North         East    Units  Estimated Accuracy
 HZ0967;SPC KY1Z     - 1,253,270.    1,551,560.      MT  (+/- 180 meters Scaled)
 HZ0967
 HZ0967                          SUPERSEDED SURVEY CONTROL
 HZ0967
 HZ0967  NGVD 29 (10/08/05)  148.10   (m)          485.9    (f) RESET       3  
 HZ0967
 HZ0967.Superseded values are not recommended for survey control.
 HZ0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0967.See file dsdata.txt to determine how the superseded data were derived.
 HZ0967
 HZ0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH603755(NAD 83)
 HZ0967_MARKER: DD = SURVEY DISK
 HZ0967_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0967_SP_SET: OVERPASS
 HZ0967_STAMPING: G 141 RESET 1957
 HZ0967_MARK LOGO: CGS   
 HZ0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0967
 HZ0967  HISTORY     - Date     Condition        Report By
 HZ0967  HISTORY     - 1957     MONUMENTED       LNRR
 HZ0967
 HZ0967                          STATION DESCRIPTION
 HZ0967
 HZ0967'DESCRIBED BY LOUISVILLE AND NASHVILLE RAILROAD 1957
 HZ0967'2 MI SW FROM ENGLISH.
 HZ0967'2.0 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0967'FROM THE STATION AT ENGLISH, AT A STONE OVERPASS OVER A DRIVE TO
 HZ0967'A TWO-STORY YELLOW FARMHOUSE, IN THE TOP OF THE NORTHWEST SIDE
 HZ0967'OF THE NORTHEAST ABUTMENT, 7 FEET 10 INCHES NORTHWEST OF THE
 HZ0967'EDGE OF THE NORTHWEST RAIL AND ABOUT 4 INCHES BELOW THE BASE
 HZ0967'OF RAIL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ2699 ***********************************************************************
 JZ2699  DESIGNATION -  G 142
 JZ2699  PID         -  JZ2699
 JZ2699  STATE/COUNTY-  KY/CAMPBELL
 JZ2699  USGS QUAD   -  NEWPORT (1987)
 JZ2699
 JZ2699                         *CURRENT SURVEY CONTROL
 JZ2699  ___________________________________________________________________
 JZ2699* NAD 83(1986)-  39 05 46.     (N)    084 29 46.     (W)     SCALED    
 JZ2699* NAVD 88     -       149.360  (meters)     490.03   (feet)  ADJUSTED  
 JZ2699  ___________________________________________________________________
 JZ2699  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2699  DYNAMIC HT  -         149.266 (meters)     489.72  (feet)  COMP
 JZ2699  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 JZ2699
 JZ2699  VERT ORDER  -  FIRST     CLASS II
 JZ2699
 JZ2699.The horizontal coordinates were scaled from a topographic map and have
 JZ2699.an estimated accuracy of +/- 6 seconds.
 JZ2699
 JZ2699.The orthometric height was determined by differential leveling
 JZ2699.and adjusted by the National Geodetic Survey in June 1991..
 JZ2699.WARNING-Repeat measurements at this control monument indicate possible
 JZ2699.vertical movement.
 JZ2699
 JZ2699.The geoid height was determined by GEOID03.
 JZ2699
 JZ2699.The dynamic height is computed by dividing the NAVD 88
 JZ2699.geopotential number by the normal gravity value computed on the
 JZ2699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2699.degrees latitude (g = 980.6199 gals.).
 JZ2699
 JZ2699.The modeled gravity was interpolated from observed gravity values.
 JZ2699
 JZ2699;                    North         East    Units  Estimated Accuracy
 JZ2699;SPC KY1Z     - 1,307,370.    1,608,480.      MT  (+/- 180 meters Scaled)
 JZ2699
 JZ2699                          SUPERSEDED SURVEY CONTROL
 JZ2699
 JZ2699  NGVD 29 (??/??/92)  149.596  (m)          490.80   (f) ADJ UNCH    1 2
 JZ2699
 JZ2699.Superseded values are not recommended for survey control.
 JZ2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2699.See file dsdata.txt to determine how the superseded data were derived.
 JZ2699
 JZ2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ165304(NAD 83)
 JZ2699
 JZ2699  HISTORY     - Date     Condition        Report By
 JZ2699  HISTORY     - 1947     MONUMENTED       CGS
 JZ2699
 JZ2699                          STATION DESCRIPTION
 JZ2699
 JZ2699'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (SJD)
 JZ2699'AT NEWPORT.
 JZ2699'AT NEWPORT, AT THE CONCRETE FLOODWALL AT THE LOUISVILLE AND
 JZ2699'NASHVILLE RAILROAD FREE BRIDGE OVER THE OHIO RIVER, AT THE FOOT
 JZ2699'OF SARATOGA STREET, SET VERTICALLY AND 1.5 FEET ABOVE THE
 JZ2699'GROUND IN THE SOUTHEAST FACE OF THE CONCRETE FLOODWALL, 15 FEET
 JZ2699'SOUTHWEST OF THE SOUTHWEST EDGE OF THE FREE BRIDGE, 7.5 FEET
 JZ2699'NORTHEAST OF THE SOUTHWEST CURB LINE OF THE SOUTHWEST LANE OF
 JZ2699'SARATOGA STREET AND ABOUT 20 FEET BELOW THE TOP OF THE FLOODWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0668 ***********************************************************************
 HZ0668  DESIGNATION -  G 143
 HZ0668  PID         -  HZ0668
 HZ0668  STATE/COUNTY-  KY/BOONE
 HZ0668  USGS QUAD   -  INDEPENDENCE (1981)
 HZ0668
 HZ0668                         *CURRENT SURVEY CONTROL
 HZ0668  ___________________________________________________________________
 HZ0668* NAD 83(1986)-  38 53 21.     (N)    084 36 28.     (W)     SCALED    
 HZ0668* NAVD 88     -       287.908  (meters)     944.58   (feet)  ADJUSTED  
 HZ0668  ___________________________________________________________________
 HZ0668  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HZ0668  DYNAMIC HT  -         287.723 (meters)     943.97  (feet)  COMP
 HZ0668  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 HZ0668
 HZ0668  VERT ORDER  -  FIRST     CLASS II
 HZ0668
 HZ0668.The horizontal coordinates were scaled from a topographic map and have
 HZ0668.an estimated accuracy of +/- 6 seconds.
 HZ0668
 HZ0668.The orthometric height was determined by differential leveling
 HZ0668.and adjusted by the National Geodetic Survey in June 1991..
 HZ0668
 HZ0668.The geoid height was determined by GEOID03.
 HZ0668
 HZ0668.The dynamic height is computed by dividing the NAVD 88
 HZ0668.geopotential number by the normal gravity value computed on the
 HZ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0668.degrees latitude (g = 980.6199 gals.).
 HZ0668
 HZ0668.The modeled gravity was interpolated from observed gravity values.
 HZ0668
 HZ0668;                    North         East    Units  Estimated Accuracy
 HZ0668;SPC KY1Z     - 1,284,280.    1,599,100.      MT  (+/- 180 meters Scaled)
 HZ0668
 HZ0668                          SUPERSEDED SURVEY CONTROL
 HZ0668
 HZ0668  NGVD 29 (??/??/92)  288.115  (m)          945.26   (f) ADJ UNCH    1 2
 HZ0668
 HZ0668.Superseded values are not recommended for survey control.
 HZ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0668.See file dsdata.txt to determine how the superseded data were derived.
 HZ0668
 HZ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ074071(NAD 83)
 HZ0668_MARKER: DB = BENCH MARK DISK
 HZ0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0668_STAMPING: G 143 1949
 HZ0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0668+STABILITY: SURFACE MOTION
 HZ0668
 HZ0668  HISTORY     - Date     Condition        Report By
 HZ0668  HISTORY     - 1949     MONUMENTED       CGS
 HZ0668  HISTORY     - 1964     GOOD             NGS
 HZ0668  HISTORY     - 1985     MARK NOT FOUND   NGS
 HZ0668
 HZ0668                          STATION DESCRIPTION
 HZ0668
 HZ0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0668'1.3 MI N FROM WALTON.
 HZ0668'1.3 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0668'WALTON, ABOUT 0.1 MILE NORTH OF THE SOUTHERN RAILWAY STEEL BRIDGE
 HZ0668'OVER THE LOUISVILLE AND NASHVILLE RAILROAD, AT A PUBLIC ROAD CROSSING,
 HZ0668'72.5 FEET NORTH OF AND ACROSS ROAD FROM THE CROSSING SIGN, 64
 HZ0668'FEET NORTHWEST OF THE CENTER OF THE WEST TRACK CROSSING, 50 FEET
 HZ0668'EAST OF THE CENTER LINE OF U.S. HIGHWAY 25, 32.5 FEET WEST RAIL,
 HZ0668'6 FEET SOUTH OF A SHORT POWER LINE POLE, 2 FEET EAST OF A WHITE
 HZ0668'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK
 HZ0668'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HZ0668
 HZ0668                          STATION RECOVERY (1964)
 HZ0668
 HZ0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0668'RECOVERED IN GOOD CONDITION.
 HZ0668
 HZ0668                          STATION RECOVERY (1985)
 HZ0668
 HZ0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0668'NOT RECOVERED, THE MARK LOCATION HAS BEEN GRADED AND IS BELIEVED TO
 HZ0668'HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0103 ***********************************************************************
 HZ0103  DESIGNATION -  G 145
 HZ0103  PID         -  HZ0103
 HZ0103  STATE/COUNTY-  KY/FAYETTE
 HZ0103  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0103
 HZ0103                         *CURRENT SURVEY CONTROL
 HZ0103  ___________________________________________________________________
 HZ0103* NAD 83(1986)-  38 07 09.     (N)    084 29 03.     (W)     SCALED    
 HZ0103* NAVD 88     -       279.316  (meters)     916.39   (feet)  ADJUSTED  
 HZ0103  ___________________________________________________________________
 HZ0103  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HZ0103  DYNAMIC HT  -         279.113 (meters)     915.72  (feet)  COMP
 HZ0103  MODELED GRAV-     979,894.4   (mgal)                       NAVD 88
 HZ0103
 HZ0103  VERT ORDER  -  FIRST     CLASS II
 HZ0103
 HZ0103.The horizontal coordinates were scaled from a topographic map and have
 HZ0103.an estimated accuracy of +/- 6 seconds.
 HZ0103
 HZ0103.The orthometric height was determined by differential leveling
 HZ0103.and adjusted by the National Geodetic Survey in June 1991..
 HZ0103
 HZ0103.The geoid height was determined by GEOID03.
 HZ0103
 HZ0103.The dynamic height is computed by dividing the NAVD 88
 HZ0103.geopotential number by the normal gravity value computed on the
 HZ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0103.degrees latitude (g = 980.6199 gals.).
 HZ0103
 HZ0103.The modeled gravity was interpolated from observed gravity values.
 HZ0103
 HZ0103;                    North         East    Units  Estimated Accuracy
 HZ0103;SPC KY1Z     - 1,198,950.    1,610,990.      MT  (+/- 180 meters Scaled)
 HZ0103
 HZ0103                          SUPERSEDED SURVEY CONTROL
 HZ0103
 HZ0103  NGVD 29 (??/??/92)  279.478  (m)          916.92   (f) ADJ UNCH    1 2
 HZ0103
 HZ0103.Superseded values are not recommended for survey control.
 HZ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0103.See file dsdata.txt to determine how the superseded data were derived.
 HZ0103
 HZ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH205220(NAD 83)
 HZ0103_MARKER: DB = BENCH MARK DISK
 HZ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0103_STAMPING: G 145 1949
 HZ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0103+STABILITY: SURFACE MOTION
 HZ0103
 HZ0103  HISTORY     - Date     Condition        Report By
 HZ0103  HISTORY     - 1949     MONUMENTED       CGS
 HZ0103  HISTORY     - 1958     GOOD             NGS
 HZ0103  HISTORY     - 19910131 GOOD             USPSQD
 HZ0103
 HZ0103                          STATION DESCRIPTION
 HZ0103
 HZ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0103'3.7 MI SE FROM DONERAIL.
 HZ0103'ABOUT 2.85 MILES SOUTHEAST ALONG IRONWORKS ROAD FROM THE SOUTHERN
 HZ0103'RAILWAY STATION AT DONERAIL, THENCE ABOUT 0.85 MILE SOUTH ALONG
 HZ0103'NEWTON ROAD, ABOUT 70 YARDS SOUTH AND ACROSS THE ROAD FROM A
 HZ0103'SMALL CEMETERY, ABOUT 0.65 MILE NORTH OF THE ENTRANCE TO COOL
 HZ0103'MEADOW AIRPORT, AT THE TOP OF A GRADE, 16 FEET EAST OF THE CENTER
 HZ0103'LINE OF THE ROAD, 1 FOOT WEST OF A FENCE LINE, 34 FEET EAST AND
 HZ0103'ACROSS THE ROAD FROM THE CENTER OF A GATE IN A STONE FENCE,
 HZ0103'37 FEET SOUTH OF AN 18-INCH FORKED MAPLE TREE, 2 FEET NORTH OF
 HZ0103'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 HZ0103'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- BM
 HZ0103'IS 2.2 FEET NW OF METAL WITNESS POST AND SIGN.
 HZ0103
 HZ0103                          STATION RECOVERY (1958)
 HZ0103
 HZ0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0103'RECOVERED IN GOOD CONDITION.
 HZ0103
 HZ0103                          STATION RECOVERY (1991)
 HZ0103
 HZ0103'RECOVERY NOTE BY US POWER SQUADRON 1991 (MD)
 HZ0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1136 ***********************************************************************
 HZ1136  DESIGNATION -  G 146
 HZ1136  PID         -  HZ1136
 HZ1136  STATE/COUNTY-  KY/SHELBY
 HZ1136  USGS QUAD   -  NORTH PLEASUREVILLE (1984)
 HZ1136
 HZ1136                         *CURRENT SURVEY CONTROL
 HZ1136  ___________________________________________________________________
 HZ1136* NAD 83(1986)-  38 16 13.     (N)    085 07 01.     (W)     SCALED    
 HZ1136* NAVD 88     -       270.029  (meters)     885.92   (feet)  ADJUSTED  
 HZ1136  ___________________________________________________________________
 HZ1136  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ1136  DYNAMIC HT  -         269.841 (meters)     885.30  (feet)  COMP
 HZ1136  MODELED GRAV-     979,925.9   (mgal)                       NAVD 88
 HZ1136
 HZ1136  VERT ORDER  -  FIRST     CLASS II
 HZ1136
 HZ1136.The horizontal coordinates were scaled from a topographic map and have
 HZ1136.an estimated accuracy of +/- 6 seconds.
 HZ1136
 HZ1136.The orthometric height was determined by differential leveling
 HZ1136.and adjusted by the National Geodetic Survey in June 1991..
 HZ1136
 HZ1136.The geoid height was determined by GEOID03.
 HZ1136
 HZ1136.The dynamic height is computed by dividing the NAVD 88
 HZ1136.geopotential number by the normal gravity value computed on the
 HZ1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1136.degrees latitude (g = 980.6199 gals.).
 HZ1136
 HZ1136.The modeled gravity was interpolated from observed gravity values.
 HZ1136
 HZ1136;                    North         East    Units  Estimated Accuracy
 HZ1136;SPC KY1Z     - 1,215,160.    1,555,390.      MT  (+/- 180 meters Scaled)
 HZ1136
 HZ1136                          SUPERSEDED SURVEY CONTROL
 HZ1136
 HZ1136  NGVD 29 (??/??/92)  270.182  (m)          886.42   (f) ADJ UNCH    1 2
 HZ1136
 HZ1136.Superseded values are not recommended for survey control.
 HZ1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1136.See file dsdata.txt to determine how the superseded data were derived.
 HZ1136
 HZ1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH647374(NAD 83)
 HZ1136_MARKER: DB = BENCH MARK DISK
 HZ1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1136_STAMPING: G 146 1949
 HZ1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1136+STABILITY: SURFACE MOTION
 HZ1136
 HZ1136  HISTORY     - Date     Condition        Report By
 HZ1136  HISTORY     - 1949     MONUMENTED       CGS
 HZ1136
 HZ1136                          STATION DESCRIPTION
 HZ1136
 HZ1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1136'1.2 MI SW FROM CHRISTIANBURG.
 HZ1136'ABOUT 1.15 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1136'RAILROAD FROM THE STATION AT CHRISTIANBURG, ABOUT 0.4 MILE
 HZ1136'NORTHEAST OF THE CROSSING OF STATE HIGHWAY 12, AT A PRIVATE ROAD
 HZ1136'CROSSING, 28 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 16 FEET
 HZ1136'WEST-SOUTHWEST OF THE CENTER LINE OF THE PRIVATE ROAD, 43 FEET
 HZ1136'SOUTH-SOUTHEAST OF THE CENTER OF THE CROSSING, 16 FEET NORTH OF
 HZ1136'A 16-INCH HARD MAPLE TREE, 1 1/2 FEET WEST OF A WHITE WOODEN
 HZ1136'WITNESS POST, 1 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 HZ1136'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0367 ***********************************************************************
 HZ0367  DESIGNATION -  G 147
 HZ0367  PID         -  HZ0367
 HZ0367  STATE/COUNTY-  KY/FRANKLIN
 HZ0367  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0367
 HZ0367                         *CURRENT SURVEY CONTROL
 HZ0367  ___________________________________________________________________
 HZ0367* NAD 83(1986)-  38 13 16.     (N)    084 47 44.     (W)     SCALED    
 HZ0367* NAVD 88     -       204.595  (meters)     671.24   (feet)  ADJUSTED  
 HZ0367  ___________________________________________________________________
 HZ0367  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 HZ0367  DYNAMIC HT  -         204.450 (meters)     670.77  (feet)  COMP
 HZ0367  MODELED GRAV-     979,913.9   (mgal)                       NAVD 88
 HZ0367
 HZ0367  VERT ORDER  -  FIRST     CLASS II
 HZ0367
 HZ0367.The horizontal coordinates were scaled from a topographic map and have
 HZ0367.an estimated accuracy of +/- 6 seconds.
 HZ0367
 HZ0367.The orthometric height was determined by differential leveling
 HZ0367.and adjusted by the National Geodetic Survey in June 1991..
 HZ0367
 HZ0367.The geoid height was determined by GEOID03.
 HZ0367
 HZ0367.The dynamic height is computed by dividing the NAVD 88
 HZ0367.geopotential number by the normal gravity value computed on the
 HZ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0367.degrees latitude (g = 980.6199 gals.).
 HZ0367
 HZ0367.The modeled gravity was interpolated from observed gravity values.
 HZ0367
 HZ0367;                    North         East    Units  Estimated Accuracy
 HZ0367;SPC KY1Z     - 1,209,940.    1,583,570.      MT  (+/- 180 meters Scaled)
 HZ0367
 HZ0367                          SUPERSEDED SURVEY CONTROL
 HZ0367
 HZ0367  NGVD 29 (??/??/92)  204.769  (m)          671.81   (f) ADJ UNCH    1 2
 HZ0367
 HZ0367.Superseded values are not recommended for survey control.
 HZ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0367.See file dsdata.txt to determine how the superseded data were derived.
 HZ0367
 HZ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH929326(NAD 83)
 HZ0367_MARKER: DB = BENCH MARK DISK
 HZ0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0367_SP_SET: CULVERT
 HZ0367_STAMPING: G 147 1949
 HZ0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0367
 HZ0367  HISTORY     - Date     Condition        Report By
 HZ0367  HISTORY     - 1949     MONUMENTED       CGS
 HZ0367
 HZ0367                          STATION DESCRIPTION
 HZ0367
 HZ0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0367'AT ELKHORN.
 HZ0367'AT ELKHORN, ALONG THE FRANKFORT AND CINCINNATI RAILROAD, ABOUT
 HZ0367'0.1 MILE NORTHEAST OF THE STATION, SET IN THE TOP OF A SMALL
 HZ0367'LEDGE OF SHORT ROCK BLUFF, 100 FEET NORTHEAST AND ACROSS THE
 HZ0367'TRACKS FROM MILE POST F 5, 89 FEET NORTHEAST OF THE NORTHWEST
 HZ0367'END OF AN 18-INCH PIPE CULVERT UNDER TRACKS, 7 1/2 FEET NORTHWEST
 HZ0367'OF THE NORTHWEST RAIL AND ABOUT 1 FOOT ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0624 ***********************************************************************
 HZ0624  DESIGNATION -  G 148
 HZ0624  PID         -  HZ0624
 HZ0624  STATE/COUNTY-  KY/GALLATIN
 HZ0624  USGS QUAD   -  PATRIOT (1994)
 HZ0624
 HZ0624                         *CURRENT SURVEY CONTROL
 HZ0624  ___________________________________________________________________
 HZ0624* NAD 83(1986)-  38 47 48.     (N)    084 47 57.     (W)     SCALED    
 HZ0624* NAVD 88     -       151.555  (meters)     497.23   (feet)  ADJUSTED  
 HZ0624  ___________________________________________________________________
 HZ0624  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ0624  DYNAMIC HT  -         151.459 (meters)     496.91  (feet)  COMP
 HZ0624  MODELED GRAV-     979,992.4   (mgal)                       NAVD 88
 HZ0624
 HZ0624  VERT ORDER  -  FIRST     CLASS II
 HZ0624
 HZ0624.The horizontal coordinates were scaled from a topographic map and have
 HZ0624.an estimated accuracy of +/- 6 seconds.
 HZ0624
 HZ0624.The orthometric height was determined by differential leveling
 HZ0624.and adjusted by the National Geodetic Survey in June 1991..
 HZ0624
 HZ0624.The geoid height was determined by GEOID03.
 HZ0624
 HZ0624.The dynamic height is computed by dividing the NAVD 88
 HZ0624.geopotential number by the normal gravity value computed on the
 HZ0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0624.degrees latitude (g = 980.6199 gals.).
 HZ0624
 HZ0624.The modeled gravity was interpolated from observed gravity values.
 HZ0624
 HZ0624;                    North         East    Units  Estimated Accuracy
 HZ0624;SPC KY1Z     - 1,273,820.    1,582,600.      MT  (+/- 180 meters Scaled)
 HZ0624
 HZ0624                          SUPERSEDED SURVEY CONTROL
 HZ0624
 HZ0624  NGVD 29 (??/??/92)  151.755  (m)          497.88   (f) ADJ UNCH    1 2
 HZ0624
 HZ0624.Superseded values are not recommended for survey control.
 HZ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0624.See file dsdata.txt to determine how the superseded data were derived.
 HZ0624
 HZ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH911965(NAD 83)
 HZ0624_MARKER: DB = BENCH MARK DISK
 HZ0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0624_STAMPING: G 148 1949
 HZ0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0624+STABILITY: SURFACE MOTION
 HZ0624
 HZ0624  HISTORY     - Date     Condition        Report By
 HZ0624  HISTORY     - 1949     MONUMENTED       CGS
 HZ0624  HISTORY     - 1964     GOOD             NGS
 HZ0624
 HZ0624                          STATION DESCRIPTION
 HZ0624
 HZ0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0624'6.4 MI E FROM WARSAW.
 HZ0624'6.3 MILES EAST ALONG U.S. HIGHWAY 42 FROM THE COURT HOUSE AT
 HZ0624'WARSAW, THENCE ABOUT 0.05 MILE NORTH ALONG A PROMINENT GRAVEL
 HZ0624'ROAD, AT PAINT LICK BAPTIST CHURCH AND CEMETERY, 75 FEET
 HZ0624'NORTHWEST OF THE CENTER LINE OF THE ROAD, 41.5 FEET SOUTH-SOUTHEAST
 HZ0624'OF THE SOUTH CORNER OF THE CHURCH, 38 FEET SOUTHEAST OF A WELL
 HZ0624'PUMP, 18 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE WALK,
 HZ0624'1 FOOT SOUTHWEST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST OF A WHITE
 HZ0624'WOODEN WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD AND
 HZ0624'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HZ0624
 HZ0624                          STATION RECOVERY (1964)
 HZ0624
 HZ0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ1584 ***********************************************************************
 AJ1584  DESIGNATION -  G 148 RESET
 AJ1584  PID         -  AJ1584
 AJ1584  STATE/COUNTY-  KY/GALLATIN
 AJ1584  USGS QUAD   -  PATRIOT (1994)
 AJ1584
 AJ1584                         *CURRENT SURVEY CONTROL
 AJ1584  ___________________________________________________________________
 AJ1584* NAD 83(1986)-  38 47 48.     (N)    084 47 57.     (W)     SCALED    
 AJ1584* NAVD 88     -       151.94   (meters)     498.5    (feet)  RESET     
 AJ1584  ___________________________________________________________________
 AJ1584  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AJ1584
 AJ1584  VERT ORDER  -  THIRD
 AJ1584
 AJ1584.The horizontal coordinates were scaled from a topographic map and have
 AJ1584.an estimated accuracy of +/- 6 seconds.
 AJ1584
 AJ1584.The orthometric height was computed from unverified reset data.
 AJ1584.No vertical observational check was made to the station.
 AJ1584
 AJ1584.The geoid height was determined by GEOID03.
 AJ1584
 AJ1584;                    North         East    Units  Estimated Accuracy
 AJ1584;SPC KY1Z     - 1,273,820.    1,582,600.      MT  (+/- 180 meters Scaled)
 AJ1584
 AJ1584                          SUPERSEDED SURVEY CONTROL
 AJ1584
 AJ1584.No superseded survey control is available for this station.
 AJ1584
 AJ1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH911965(NAD 83)
 AJ1584_MARKER: DV = VERTICAL CONTROL DISK
 AJ1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1584_STAMPING: G 148 1949 RESET 2000
 AJ1584_MARK LOGO: NGS   
 AJ1584_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1584+STABILITY: SURFACE MOTION
 AJ1584
 AJ1584  HISTORY     - Date     Condition        Report By
 AJ1584  HISTORY     - 2000     MONUMENTED       KYDT
 AJ1584
 AJ1584                          STATION DESCRIPTION
 AJ1584
 AJ1584'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 AJ1584'6.3 MILES (10.1 KM) EAST ALONG US 42 FROM THE COURTHOUSE AT WARSAW,
 AJ1584'THENCE 0.05 MILE (0.08 KM) NORTH ALONG KY 1992 (STEELE CREEK ROAD), AT
 AJ1584'PAINT LICK CHURCH AND CEMETARY, 25.6 FEET (7.8 M) NORTHWEST OF CENTER
 AJ1584'OF ROAD, 19.3 FEET (5.9 M) NORTHEAST OF TELEPHONE POLE NO GA662, 23.9
 AJ1584'FEET (7.3 M) NORTHEAST OF A 18 INCH MAPLE TREE, 48.5 FEET (14.8 M)
 AJ1584'SOUTHWEST OF SOUTHEAST CORNER OF PINKIE MORRIS TOMBSTONE, ABOUT 79
 AJ1584'FEET (24.1 M) SOUTHEAST OF NORTHEAST CORNER OF NEW CHURCH BUILDING, A
 AJ1584'STANDARD VERTICAL DISK SET IN THE TOP OF A CONCRETE POST ABOUT 5 FEET
 AJ1584'(1.5 M) ABOVE ROAD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0040 ***********************************************************************
 GB0040  DESIGNATION -  G 149
 GB0040  PID         -  GB0040
 GB0040  STATE/COUNTY-  KY/MCCREARY
 GB0040  USGS QUAD   -  WIBORG (1981)
 GB0040
 GB0040                         *CURRENT SURVEY CONTROL
 GB0040  ___________________________________________________________________
 GB0040* NAD 83(1986)-  36 46 41.     (N)    084 28 58.     (W)     SCALED    
 GB0040* NAVD 88     -       388.751  (meters)    1275.43   (feet)  ADJUSTED  
 GB0040  ___________________________________________________________________
 GB0040  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GB0040  DYNAMIC HT  -         388.442 (meters)    1274.41  (feet)  COMP
 GB0040  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 GB0040
 GB0040  VERT ORDER  -  FIRST     CLASS I
 GB0040
 GB0040.The horizontal coordinates were scaled from a topographic map and have
 GB0040.an estimated accuracy of +/- 6 seconds.
 GB0040
 GB0040.The orthometric height was determined by differential leveling
 GB0040.and adjusted by the National Geodetic Survey in June 1991..
 GB0040
 GB0040.The geoid height was determined by GEOID03.
 GB0040
 GB0040.The dynamic height is computed by dividing the NAVD 88
 GB0040.geopotential number by the normal gravity value computed on the
 GB0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0040.degrees latitude (g = 980.6199 gals.).
 GB0040
 GB0040.The modeled gravity was interpolated from observed gravity values.
 GB0040
 GB0040;                    North         East    Units  Estimated Accuracy
 GB0040;SPC KY1Z     - 1,050,130.    1,613,130.      MT  (+/- 180 meters Scaled)
 GB0040
 GB0040                          SUPERSEDED SURVEY CONTROL
 GB0040
 GB0040  NGVD 29 (??/??/92)  388.890  (m)         1275.88   (f) ADJ UNCH    1 1
 GB0040
 GB0040.Superseded values are not recommended for survey control.
 GB0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0040.See file dsdata.txt to determine how the superseded data were derived.
 GB0040
 GB0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF246732(NAD 83)
 GB0040_MARKER: DB = BENCH MARK DISK
 GB0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0040_STAMPING: G 149 1950 1275.883
 GB0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0040+STABILITY: SURFACE MOTION
 GB0040
 GB0040  HISTORY     - Date     Condition        Report By
 GB0040  HISTORY     - 1950     MONUMENTED       CGS
 GB0040  HISTORY     - 1968     GOOD             NGS
 GB0040
 GB0040                          STATION DESCRIPTION
 GB0040
 GB0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0040'5.8 MI N FROM STEARNS.
 GB0040'ABOUT 5.75 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0040'AT STEARNS, OR ABOUT 3.9 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM
 GB0040'THE FIRST MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, THENCE 0.85
 GB0040'MILE SOUTH ALONG THE SOUTHERN RAILWAY, 0.9 MILE NORTH OF A
 GB0040'RAILROAD UNDERPASS FOR OLD U.S. HIGHWAY 27, 60 FEET EAST OF THE
 GB0040'EAST RAIL, 23 FEET SOUTH OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A
 GB0040'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 GB0040'THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1978 ***********************************************************************
 GY1978  DESIGNATION -  G 15
 GY1978  PID         -  GY1978
 GY1978  STATE/COUNTY-  KY/PERRY
 GY1978  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1978
 GY1978                         *CURRENT SURVEY CONTROL
 GY1978  ___________________________________________________________________
 GY1978* NAD 83(1986)-  37 14 41.     (N)    083 10 57.     (W)     SCALED    
 GY1978* NAVD 88     -       268.362  (meters)     880.45   (feet)  ADJUSTED  
 GY1978  ___________________________________________________________________
 GY1978  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1978  DYNAMIC HT  -         268.150 (meters)     879.76  (feet)  COMP
 GY1978  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 GY1978
 GY1978  VERT ORDER  -  FIRST     CLASS I
 GY1978
 GY1978.The horizontal coordinates were scaled from a topographic map and have
 GY1978.an estimated accuracy of +/- 6 seconds.
 GY1978
 GY1978.The orthometric height was determined by differential leveling
 GY1978.and adjusted by the National Geodetic Survey in June 1991..
 GY1978
 GY1978.The geoid height was determined by GEOID03.
 GY1978
 GY1978.The dynamic height is computed by dividing the NAVD 88
 GY1978.geopotential number by the normal gravity value computed on the
 GY1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1978.degrees latitude (g = 980.6199 gals.).
 GY1978
 GY1978.The modeled gravity was interpolated from observed gravity values.
 GY1978
 GY1978;                    North         East    Units  Estimated Accuracy
 GY1978;SPC KY1Z     - 1,104,280.    1,727,770.      MT  (+/- 180 meters Scaled)
 GY1978
 GY1978                          SUPERSEDED SURVEY CONTROL
 GY1978
 GY1978  NGVD 29 (??/??/92)  268.533  (m)          881.01   (f) ADJ UNCH    1 1
 GY1978
 GY1978.Superseded values are not recommended for survey control.
 GY1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1978.See file dsdata.txt to determine how the superseded data were derived.
 GY1978
 GY1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB064242(NAD 83)
 GY1978_MARKER: DB = BENCH MARK DISK
 GY1978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1978_SP_SET: TUNNEL
 GY1978_STAMPING: G 15 1930 881.012
 GY1978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1978+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1994
 GY1978
 GY1978  HISTORY     - Date     Condition        Report By
 GY1978  HISTORY     - 1930     MONUMENTED       CGS
 GY1978  HISTORY     - 1967     GOOD             NGS
 GY1978  HISTORY     - 19940610 GOOD             KYDT
 GY1978
 GY1978                          STATION DESCRIPTION
 GY1978
 GY1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1978'0.8 MI E FROM HAZARD.
 GY1978'ABOUT 0.8 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY1978'FROM THE STATION AT HAZARD, AT THE WEST END OF A RAILROAD TUNNEL,
 GY1978'6 1/2 FEET NORTH OF THE NORTH RAIL OF THE TRACK, SET VERTICALLY
 GY1978'IN THE SOUTH FACE OF THE NORTH STONE WALL OF THE TUNNEL, 6.7
 GY1978'FEET EAST OF THE WEST END OF THE TUNNEL, 3.2 FEET ABOVE THE
 GY1978'LEVEL OF THE GROUND, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE
 GY1978'TRACK.
 GY1978
 GY1978                          STATION RECOVERY (1994)
 GY1978
 GY1978'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0136 ***********************************************************************
 HZ0136  DESIGNATION -  G 150
 HZ0136  PID         -  HZ0136
 HZ0136  STATE/COUNTY-  KY/CLARK
 HZ0136  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0136
 HZ0136                         *CURRENT SURVEY CONTROL
 HZ0136  ___________________________________________________________________
 HZ0136* NAD 83(1986)-  38 02 11.     (N)    084 14 45.     (W)     SCALED    
 HZ0136* NAVD 88     -       286.623  (meters)     940.36   (feet)  ADJUSTED  
 HZ0136  ___________________________________________________________________
 HZ0136  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HZ0136  DYNAMIC HT  -         286.412 (meters)     939.67  (feet)  COMP
 HZ0136  MODELED GRAV-     979,886.6   (mgal)                       NAVD 88
 HZ0136
 HZ0136  VERT ORDER  -  FIRST     CLASS II
 HZ0136
 HZ0136.The horizontal coordinates were scaled from a topographic map and have
 HZ0136.an estimated accuracy of +/- 6 seconds.
 HZ0136
 HZ0136.The orthometric height was determined by differential leveling
 HZ0136.and adjusted by the National Geodetic Survey in June 1991..
 HZ0136
 HZ0136.The geoid height was determined by GEOID03.
 HZ0136
 HZ0136.The dynamic height is computed by dividing the NAVD 88
 HZ0136.geopotential number by the normal gravity value computed on the
 HZ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0136.degrees latitude (g = 980.6199 gals.).
 HZ0136
 HZ0136.The modeled gravity was interpolated from observed gravity values.
 HZ0136
 HZ0136;                    North         East    Units  Estimated Accuracy
 HZ0136;SPC KY1Z     - 1,190,070.    1,632,030.      MT  (+/- 180 meters Scaled)
 HZ0136
 HZ0136                          SUPERSEDED SURVEY CONTROL
 HZ0136
 HZ0136  NGVD 29 (??/??/92)  286.769  (m)          940.84   (f) ADJ UNCH    1 2
 HZ0136
 HZ0136.Superseded values are not recommended for survey control.
 HZ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0136.See file dsdata.txt to determine how the superseded data were derived.
 HZ0136
 HZ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH417134(NAD 83)
 HZ0136_MARKER: DB = BENCH MARK DISK
 HZ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0136_STAMPING: G 150 1949 940.841
 HZ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0136+STABILITY: SURFACE MOTION
 HZ0136
 HZ0136  HISTORY     - Date     Condition        Report By
 HZ0136  HISTORY     - 1949     MONUMENTED       CGS
 HZ0136  HISTORY     - 1960     GOOD             NGS
 HZ0136
 HZ0136                          STATION DESCRIPTION
 HZ0136
 HZ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0136'5 MI NE FROM WINCHESTER.
 HZ0136'ABOUT 5.0 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ0136'RAILROAD FROM THE STATION AT WINCHESTER, ABOUT 0.4 MILE SOUTHEAST
 HZ0136'OF MILE POST 109, ABOUT 250 YARDS SOUTHEAST OF THE TOP OF A RAILROAD
 HZ0136'GRADE, AT A PRIVATE PASTURE ROAD CROSSING, 28.5 FEET NORTHEAST
 HZ0136'OF THE NORTHEAST RAIL, 1 FOOT SOUTHWEST OF A FENCE LINE, 15
 HZ0136'FEET SOUTHEAST OF THE SOUTHEAST GATE POST OF GATE IN FENCE LINE,
 HZ0136'65 FEET SOUTHEAST OF A TELEPHONE POLE, 93 FEET NORTHWEST OF A
 HZ0136'TELEPHONE POLE, 34.5 FEET EAST OF THE CENTER OF THE CROSSING,
 HZ0136'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND SET IN
 HZ0136'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0136
 HZ0136                          STATION RECOVERY (1960)
 HZ0136
 HZ0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HZ0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0805 ***********************************************************************
 GZ0805  DESIGNATION -  G 151
 GZ0805  PID         -  GZ0805
 GZ0805  STATE/COUNTY-  KY/PULASKI
 GZ0805  USGS QUAD   -  DELMER (1973)
 GZ0805
 GZ0805                         *CURRENT SURVEY CONTROL
 GZ0805  ___________________________________________________________________
 GZ0805* NAD 83(1986)-  37 06 53.     (N)    084 37 36.     (W)     SCALED    
 GZ0805* NAVD 88     -       304.153  (meters)     997.88   (feet)  ADJUSTED  
 GZ0805  ___________________________________________________________________
 GZ0805  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GZ0805  DYNAMIC HT  -         303.915 (meters)     997.09  (feet)  COMP
 GZ0805  MODELED GRAV-     979,840.5   (mgal)                       NAVD 88
 GZ0805
 GZ0805  VERT ORDER  -  FIRST     CLASS II
 GZ0805
 GZ0805.The horizontal coordinates were scaled from a topographic map and have
 GZ0805.an estimated accuracy of +/- 6 seconds.
 GZ0805
 GZ0805.The orthometric height was determined by differential leveling
 GZ0805.and adjusted by the National Geodetic Survey in June 1991..
 GZ0805.WARNING-Repeat measurements at this control monument indicate possible
 GZ0805.vertical movement.
 GZ0805
 GZ0805.The geoid height was determined by GEOID03.
 GZ0805
 GZ0805.The dynamic height is computed by dividing the NAVD 88
 GZ0805.geopotential number by the normal gravity value computed on the
 GZ0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0805.degrees latitude (g = 980.6199 gals.).
 GZ0805
 GZ0805.The modeled gravity was interpolated from observed gravity values.
 GZ0805
 GZ0805;                    North         East    Units  Estimated Accuracy
 GZ0805;SPC KY1Z     - 1,087,320.    1,599,840.      MT  (+/- 180 meters Scaled)
 GZ0805
 GZ0805                          SUPERSEDED SURVEY CONTROL
 GZ0805
 GZ0805  NGVD 29 (??/??/92)  304.337  (m)          998.48   (f) ADJ UNCH    1 2
 GZ0805
 GZ0805.Superseded values are not recommended for survey control.
 GZ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0805.See file dsdata.txt to determine how the superseded data were derived.
 GZ0805
 GZ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG108102(NAD 83)
 GZ0805_MARKER: DB = BENCH MARK DISK
 GZ0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0805_SP_SET: CONCRETE POST
 GZ0805_STAMPING: G 151 1950 998.479
 GZ0805_MARK LOGO: CGS   
 GZ0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0805+STABILITY: SURFACE MOTION
 GZ0805
 GZ0805  HISTORY     - Date     Condition        Report By
 GZ0805  HISTORY     - 1950     MONUMENTED       CGS
 GZ0805  HISTORY     - 1958     GOOD             NGS
 GZ0805  HISTORY     - 1984     GOOD             NGS
 GZ0805  HISTORY     - 1987     GOOD             USPSQD
 GZ0805
 GZ0805                          STATION DESCRIPTION
 GZ0805
 GZ0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0805'2.9 MI N FROM SOMERSET.
 GZ0805'ABOUT 2.9 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ0805'STATION AT SOMERSET, ABOUT 0.2 MILE NORTH OF A PRIVATE FIELD
 GZ0805'ROAD CROSSING, ABOUT 0.45 MILE NORTH OF A GRAVEL ROAD CROSSING,
 GZ0805'60 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 1 FOOT EAST OF
 GZ0805'A FENCE LINE, ON TOP OF A SMALL KNOLL, 2 FEET SOUTH OF A WHITE
 GZ0805'WOODEN WITNESS POST, 3 FEET BELOW THE TRACK AND SET IN THE TOP OF
 GZ0805'A CONCRETE POST PROJECTING 4 INCHES.  THE MARK IS 2 1/2 RAILS
 GZ0805'SOUTH OF MILEPOST 158 AND 4.6 MILES SOUTH OF SCIENCE HILL.
 GZ0805
 GZ0805                          STATION RECOVERY (1958)
 GZ0805
 GZ0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0805'RECOVERED IN GOOD CONDITION.
 GZ0805
 GZ0805                          STATION RECOVERY (1984)
 GZ0805
 GZ0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ0805'RECOVERED IN GOOD CONDITION.
 GZ0805
 GZ0805                          STATION RECOVERY (1987)
 GZ0805
 GZ0805'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAH)
 GZ0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0769 ***********************************************************************
 GZ0769  DESIGNATION -  G 152
 GZ0769  PID         -  GZ0769
 GZ0769  STATE/COUNTY-  KY/LINCOLN
 GZ0769  USGS QUAD   -  HALLS GAP (1987)
 GZ0769
 GZ0769                         *CURRENT SURVEY CONTROL
 GZ0769  ___________________________________________________________________
 GZ0769* NAD 83(1986)-  37 25 10.     (N)    084 44 52.     (W)     SCALED    
 GZ0769* NAVD 88     -       277.228  (meters)     909.54   (feet)  ADJUSTED  
 GZ0769  ___________________________________________________________________
 GZ0769  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GZ0769  DYNAMIC HT  -         277.011 (meters)     908.83  (feet)  COMP
 GZ0769  MODELED GRAV-     979,839.0   (mgal)                       NAVD 88
 GZ0769
 GZ0769  VERT ORDER  -  FIRST     CLASS II
 GZ0769
 GZ0769.The horizontal coordinates were scaled from a topographic map and have
 GZ0769.an estimated accuracy of +/- 6 seconds.
 GZ0769
 GZ0769.The orthometric height was determined by differential leveling
 GZ0769.and adjusted by the National Geodetic Survey in June 1991..
 GZ0769
 GZ0769.The geoid height was determined by GEOID03.
 GZ0769
 GZ0769.The dynamic height is computed by dividing the NAVD 88
 GZ0769.geopotential number by the normal gravity value computed on the
 GZ0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0769.degrees latitude (g = 980.6199 gals.).
 GZ0769
 GZ0769.The modeled gravity was interpolated from observed gravity values.
 GZ0769
 GZ0769;                    North         East    Units  Estimated Accuracy
 GZ0769;SPC KY1Z     - 1,121,020.    1,588,710.      MT  (+/- 180 meters Scaled)
 GZ0769
 GZ0769                          SUPERSEDED SURVEY CONTROL
 GZ0769
 GZ0769  NGVD 29 (??/??/92)  277.374  (m)          910.02   (f) ADJ UNCH    1 2
 GZ0769
 GZ0769.Superseded values are not recommended for survey control.
 GZ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0769.See file dsdata.txt to determine how the superseded data were derived.
 GZ0769
 GZ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG993437(NAD 83)
 GZ0769_MARKER: DB = BENCH MARK DISK
 GZ0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0769_SP_SET: CULVERT
 GZ0769_STAMPING: G 152 1950 910.018
 GZ0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0769
 GZ0769  HISTORY     - Date     Condition        Report By
 GZ0769  HISTORY     - 1950     MONUMENTED       CGS
 GZ0769  HISTORY     - 1958     GOOD             NGS
 GZ0769  HISTORY     - 1981     GOOD             KYDT
 GZ0769
 GZ0769                          STATION DESCRIPTION
 GZ0769
 GZ0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0769'1 MI N FROM SOUTH FORK.
 GZ0769'1.0 MILE NORTH ALONG THE SOUTHERN RAILROAD FROM THE STATION AT
 GZ0769'SOUTH FORK, 0.2 MILE SOUTH OF MILE POST 134, 0.15 MILE NORTH OF
 GZ0769'A ROAD CROSSING, 8 RAILS SOUTH OF A WHISTLE POST, 200 YARDS SOUTH
 GZ0769'OF A SIGNAL, 50 YARDS SOUTHEAST OF A CURVE IN A GRAVEL ROAD
 GZ0769'PARALLELING TRACK TO SOUTH AND LEAVING TRACK TO NORTHWEST, SET
 GZ0769'IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL OF A 3-FOOT CONCRETE
 GZ0769'BOX CULVERT, 52 FEET SOUTH OF TELEPHONE POLE NO. 2830, 29 FEET
 GZ0769'EAST OF THE EAST RAIL, AND ABOUT 12 FEET BELOW THE LEVEL OF THE
 GZ0769'TRACK.
 GZ0769
 GZ0769                          STATION RECOVERY (1981)
 GZ0769
 GZ0769'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1303 ***********************************************************************
 GZ1303  DESIGNATION -  G 153
 GZ1303  PID         -  GZ1303
 GZ1303  STATE/COUNTY-  KY/BOYLE
 GZ1303  USGS QUAD   -  DANVILLE (1985)
 GZ1303
 GZ1303                         *CURRENT SURVEY CONTROL
 GZ1303  ___________________________________________________________________
 GZ1303* NAD 83(1986)-  37 37 30.     (N)    084 47 06.     (W)     SCALED    
 GZ1303* NAVD 88     -       288.604  (meters)     946.86   (feet)  ADJUSTED  
 GZ1303  ___________________________________________________________________
 GZ1303  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 GZ1303  DYNAMIC HT  -         288.380 (meters)     946.13  (feet)  COMP
 GZ1303  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 GZ1303
 GZ1303  VERT ORDER  -  FIRST     CLASS II
 GZ1303
 GZ1303.The horizontal coordinates were scaled from a topographic map and have
 GZ1303.an estimated accuracy of +/- 6 seconds.
 GZ1303
 GZ1303.The orthometric height was determined by differential leveling
 GZ1303.and adjusted by the National Geodetic Survey in June 1991..
 GZ1303
 GZ1303.The geoid height was determined by GEOID03.
 GZ1303
 GZ1303.The dynamic height is computed by dividing the NAVD 88
 GZ1303.geopotential number by the normal gravity value computed on the
 GZ1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1303.degrees latitude (g = 980.6199 gals.).
 GZ1303
 GZ1303.The modeled gravity was interpolated from observed gravity values.
 GZ1303
 GZ1303;                    North         East    Units  Estimated Accuracy
 GZ1303;SPC KY1Z     - 1,143,790.    1,585,180.      MT  (+/- 180 meters Scaled)
 GZ1303
 GZ1303                          SUPERSEDED SURVEY CONTROL
 GZ1303
 GZ1303  NGVD 29 (??/??/92)  288.75   (m)          947.3    (f) COMPUTED    1 2
 GZ1303
 GZ1303.Superseded values are not recommended for survey control.
 GZ1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1303.See file dsdata.txt to determine how the superseded data were derived.
 GZ1303
 GZ1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG954665(NAD 83)
 GZ1303_MARKER: DB = BENCH MARK DISK
 GZ1303_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1303_SP_SET: ROCK OUTCROP
 GZ1303_STAMPING: G 153 1950
 GZ1303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1303+STABILITY: POSITION/ELEVATION WELL
 GZ1303
 GZ1303  HISTORY     - Date     Condition        Report By
 GZ1303  HISTORY     - UNK      MONUMENTED       CGS
 GZ1303  HISTORY     - 1950     GOOD             NGS
 GZ1303  HISTORY     - 1958     MARK NOT FOUND   NGS
 GZ1303
 GZ1303                          STATION DESCRIPTION
 GZ1303
 GZ1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1303'1.5 MI S FROM DANVILLE.
 GZ1303'ABOUT 1.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1303'STATION AT DANVILLE, SET IN THE TOP OF THE NORTHWEST SIDE OF AN
 GZ1303'OUTCROPPING OF LIMESTONE, 283 FEET EAST-NORTHEAST AND ACROSS THE
 GZ1303'TRACKS FROM MILE POST 118, 69 FEET SOUTH AND ACROSS TWO
 GZ1303'EASTERLY TRACKS FROM SEMAPHORE SIGNAL NO. 117.9, 26 FEET
 GZ1303'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 76 FEET
 GZ1303'SOUTHWEST OF TELEPHONE POLE NO. K 11, 19 FEET NORTHWEST OF A
 GZ1303'FENCE LINE AND ABOUT 2 FEET BELOW THE TRACK.  NOTE-- A NEW
 GZ1303'SIDETRACK HAS BEEN ESTABLISHED HERE AND THE ROCK LEDGE HAS
 GZ1303'BEEN BLASTED OUT AND IT IS BELIEVED THIS MARK WAS DESTROYED
 GZ1303'DURING THIS CONSTRUCTION.
 GZ1303
 GZ1303                          STATION RECOVERY (1958)
 GZ1303
 GZ1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0845 ***********************************************************************
 GZ0845  DESIGNATION -  G 155
 GZ0845  PID         -  GZ0845
 GZ0845  STATE/COUNTY-  KY/LINCOLN
 GZ0845  USGS QUAD   -  HALLS GAP (1987)
 GZ0845
 GZ0845                         *CURRENT SURVEY CONTROL
 GZ0845  ___________________________________________________________________
 GZ0845* NAD 83(1986)-  37 27 10.     (N)    084 38 16.     (W)     SCALED    
 GZ0845* NAVD 88     -       430.864  (meters)    1413.59   (feet)  ADJUSTED  
 GZ0845  ___________________________________________________________________
 GZ0845  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GZ0845  DYNAMIC HT  -         430.519 (meters)    1412.46  (feet)  COMP
 GZ0845  MODELED GRAV-     979,816.3   (mgal)                       NAVD 88
 GZ0845
 GZ0845  VERT ORDER  -  FIRST     CLASS II
 GZ0845
 GZ0845.The horizontal coordinates were scaled from a topographic map and have
 GZ0845.an estimated accuracy of +/- 6 seconds.
 GZ0845
 GZ0845.The orthometric height was determined by differential leveling
 GZ0845.and adjusted by the National Geodetic Survey in June 1991..
 GZ0845
 GZ0845.The geoid height was determined by GEOID03.
 GZ0845
 GZ0845.The dynamic height is computed by dividing the NAVD 88
 GZ0845.geopotential number by the normal gravity value computed on the
 GZ0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0845.degrees latitude (g = 980.6199 gals.).
 GZ0845
 GZ0845.The modeled gravity was interpolated from observed gravity values.
 GZ0845
 GZ0845;                    North         East    Units  Estimated Accuracy
 GZ0845;SPC KY1Z     - 1,124,830.    1,598,400.      MT  (+/- 180 meters Scaled)
 GZ0845
 GZ0845                          SUPERSEDED SURVEY CONTROL
 GZ0845
 GZ0845  NGVD 29 (??/??/92)  430.992  (m)         1414.01   (f) ADJ UNCH    1 2
 GZ0845
 GZ0845.Superseded values are not recommended for survey control.
 GZ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0845.See file dsdata.txt to determine how the superseded data were derived.
 GZ0845
 GZ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG089477(NAD 83)
 GZ0845_MARKER: DB = BENCH MARK DISK
 GZ0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0845_SP_SET: CONCRETE POST
 GZ0845_STAMPING: G 155 1950 1414.013
 GZ0845_MARK LOGO: CGS   
 GZ0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0845+STABILITY: SURFACE MOTION
 GZ0845
 GZ0845  HISTORY     - Date     Condition        Report By
 GZ0845  HISTORY     - 1950     MONUMENTED       CGS
 GZ0845  HISTORY     - 1958     GOOD             NGS
 GZ0845  HISTORY     - 1981     GOOD             KYDT
 GZ0845  HISTORY     - 1985     GOOD             NGS
 GZ0845
 GZ0845                          STATION DESCRIPTION
 GZ0845
 GZ0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0845'0.7 MI S FROM HALLS GAP.
 GZ0845'ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE FAIRVIEW
 GZ0845'BAPTIST CHURCH AT HALLS GAP, THENCE ABOUT 0.1 MILE WEST ALONG A
 GZ0845'GRAVEL ROAD, AT THE TOP OF A SHARP GRADE, AT A DRIVE SOUTH TO A
 GZ0845'TWO STORY WHITE FRAME HOUSE, 143 FEET NORTHWEST OF THE NORTHWEST
 GZ0845'CORNER OF THE HOUSE, 51 FEET SOUTH OF THE CENTER LINE OF THE
 GZ0845'ROAD, 22 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY SOUTH, 2.3
 GZ0845'FEET NORTH OF THE NORTHWEST CORNER OF A GARAGE, 1 1/2 FEET NORTH
 GZ0845'OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE
 GZ0845'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0845
 GZ0845                          STATION RECOVERY (1958)
 GZ0845
 GZ0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0845'RECOVERED IN GOOD CONDITION.
 GZ0845
 GZ0845                          STATION RECOVERY (1981)
 GZ0845
 GZ0845'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0845'RECOVERED IN GOOD CONDITION.
 GZ0845
 GZ0845                          STATION RECOVERY (1985)
 GZ0845
 GZ0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ0845'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1950 EXCEPT THAT U.S.
 GZ0845'HIGHWAY 27 IS NOW STATE HIGHWAY 1247.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2869 ***********************************************************************
 GY2869  DESIGNATION -  G 156
 GY2869  PID         -  GY2869
 GY2869  STATE/COUNTY-  KY/LEE
 GY2869  USGS QUAD   -  BEATTYVILLE (1983)
 GY2869
 GY2869                         *CURRENT SURVEY CONTROL
 GY2869  ___________________________________________________________________
 GY2869* NAD 83(1986)-  37 34 41.     (N)    083 39 03.     (W)     SCALED    
 GY2869* NAVD 88     -       206.914  (meters)     678.85   (feet)  ADJUSTED  
 GY2869  ___________________________________________________________________
 GY2869  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GY2869  DYNAMIC HT  -         206.756 (meters)     678.33  (feet)  COMP
 GY2869  MODELED GRAV-     979,862.1   (mgal)                       NAVD 88
 GY2869
 GY2869  VERT ORDER  -  FIRST     CLASS II
 GY2869
 GY2869.The horizontal coordinates were scaled from a topographic map and have
 GY2869.an estimated accuracy of +/- 6 seconds.
 GY2869
 GY2869.The orthometric height was determined by differential leveling
 GY2869.and adjusted by the National Geodetic Survey in June 1991..
 GY2869
 GY2869.The geoid height was determined by GEOID03.
 GY2869
 GY2869.The dynamic height is computed by dividing the NAVD 88
 GY2869.geopotential number by the normal gravity value computed on the
 GY2869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2869.degrees latitude (g = 980.6199 gals.).
 GY2869
 GY2869.The modeled gravity was interpolated from observed gravity values.
 GY2869
 GY2869;                    North         East    Units  Estimated Accuracy
 GY2869;SPC KY1Z     - 1,140,230.    1,685,400.      MT  (+/- 180 meters Scaled)
 GY2869
 GY2869                          SUPERSEDED SURVEY CONTROL
 GY2869
 GY2869  NGVD 29 (??/??/92)  207.080  (m)          679.39   (f) ADJ UNCH    1 2
 GY2869
 GY2869.Superseded values are not recommended for survey control.
 GY2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2869.See file dsdata.txt to determine how the superseded data were derived.
 GY2869
 GY2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB659623(NAD 83)
 GY2869_MARKER: DB = BENCH MARK DISK
 GY2869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2869_STAMPING: G 156 1950 679.395
 GY2869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2869+STABILITY: SURFACE MOTION
 GY2869
 GY2869  HISTORY     - Date     Condition        Report By
 GY2869  HISTORY     - 1950     MONUMENTED       CGS
 GY2869  HISTORY     - 1950     GOOD             NGS
 GY2869
 GY2869                          STATION DESCRIPTION
 GY2869
 GY2869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2869'3.8 MI E FROM BEATTYVILLE.
 GY2869'3.8 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GY2869'THE STATION AT BEATTYVILLE, AT ST. HELENS, 0.2 MILE WEST OF MILE
 GY2869'POST 180, 100 FEET NORTH OF THE MAIN TRACK, ON THE INSIDE OF A FENCED
 GY2869'ENCLOSURE FOR THE BUTANE GAS PLANT, 27.5 FEET SOUTH OF THE NORTH
 GY2869'FENCE, 29.0 FEET EAST OF THE NORTHEAST CORNER OF THE BUILDING
 GY2869'WITH LOADING PLATFORM, 19.7 FEET SOUTHWEST OF THE SOUTHWEST
 GY2869'CORNER OF A SMALL CONCRETE BLOCK BUILDING, 4.5 FEET NORTH OF
 GY2869'TELEPHONE POLE NO. 89, 2 FEET SOUTH OF A WHITE WITNESS POST,
 GY2869'ABOUT 3 FEET BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2856 ***********************************************************************
 GY2856  DESIGNATION -  G 157
 GY2856  PID         -  GY2856
 GY2856  STATE/COUNTY-  KY/LEE
 GY2856  USGS QUAD   -  BEATTYVILLE (1983)
 GY2856
 GY2856                         *CURRENT SURVEY CONTROL
 GY2856  ___________________________________________________________________
 GY2856* NAD 83(1986)-  37 37 03.     (N)    083 41 07.     (W)     SCALED    
 GY2856* NAVD 88     -       335.394  (meters)    1100.37   (feet)  ADJUSTED  
 GY2856  ___________________________________________________________________
 GY2856  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GY2856  DYNAMIC HT  -         335.139 (meters)    1099.54  (feet)  COMP
 GY2856  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 GY2856
 GY2856  VERT ORDER  -  FIRST     CLASS II
 GY2856
 GY2856.The horizontal coordinates were scaled from a topographic map and have
 GY2856.an estimated accuracy of +/- 6 seconds.
 GY2856
 GY2856.The orthometric height was determined by differential leveling
 GY2856.and adjusted by the National Geodetic Survey in June 1991..
 GY2856
 GY2856.The geoid height was determined by GEOID03.
 GY2856
 GY2856.The dynamic height is computed by dividing the NAVD 88
 GY2856.geopotential number by the normal gravity value computed on the
 GY2856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2856.degrees latitude (g = 980.6199 gals.).
 GY2856
 GY2856.The modeled gravity was interpolated from observed gravity values.
 GY2856
 GY2856;                    North         East    Units  Estimated Accuracy
 GY2856;SPC KY1Z     - 1,144,540.    1,682,260.      MT  (+/- 180 meters Scaled)
 GY2856
 GY2856                          SUPERSEDED SURVEY CONTROL
 GY2856
 GY2856  NGVD 29 (??/??/92)  335.554  (m)         1100.90   (f) ADJ UNCH    1 2
 GY2856
 GY2856.Superseded values are not recommended for survey control.
 GY2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2856.See file dsdata.txt to determine how the superseded data were derived.
 GY2856
 GY2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB629667(NAD 83)
 GY2856_MARKER: DB = BENCH MARK DISK
 GY2856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2856_STAMPING: G 157 1950 1100.897
 GY2856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2856+STABILITY: SURFACE MOTION
 GY2856
 GY2856  HISTORY     - Date     Condition        Report By
 GY2856  HISTORY     - 1950     MONUMENTED       CGS
 GY2856  HISTORY     - 1958     GOOD             NGS
 GY2856
 GY2856                          STATION DESCRIPTION
 GY2856
 GY2856'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2856'3.8 MI N FROM BEATTYVILLE.
 GY2856'ABOUT 3.75 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE LOUISVILLE
 GY2856'AND NASHVILLE RAILROAD STATION AT BEATTYVILLE, ABOUT 0.6 MILE
 GY2856'NORTH OF A CONCRETE BLOCK CHURCH BUILDING, ABOUT 0.35 MILE NORTH
 GY2856'OF A SCHOOL, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A ROAD EAST,
 GY2856'ABOUT 150 YARDS NORTH OF TOM SHOEMAKER STORE, 29 1/2 FEET WEST OF
 GY2856'THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET EAST OF A FENCE LINE,
 GY2856'22 FEET NORTH OF A 14-INCH OAK TREE SERVING AS A GATE POST, 17
 GY2856'FEET NORTH OF A 16-INCH OAK TREE IN FENCE LINE, 29 FEET NORTH
 GY2856'OF THE CENTER LINE OF A DIM DRIVE TO BARN, 2 FEET NORTH OF A WHITE
 GY2856'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW HIGHWAY AND SET IN THE
 GY2856'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GY2856
 GY2856                          STATION RECOVERY (1958)
 GY2856
 GY2856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2822 ***********************************************************************
 GY2822  DESIGNATION -  G 158
 GY2822  PID         -  GY2822
 GY2822  STATE/COUNTY-  KY/POWELL
 GY2822  USGS QUAD   -  STANTON (1966)
 GY2822
 GY2822                         *CURRENT SURVEY CONTROL
 GY2822  ___________________________________________________________________
 GY2822* NAD 83(1986)-  37 49 40.     (N)    083 45 59.     (W)     SCALED    
 GY2822* NAVD 88     -       206.502  (meters)     677.50   (feet)  ADJUSTED  
 GY2822  ___________________________________________________________________
 GY2822  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GY2822  DYNAMIC HT  -         206.351 (meters)     677.00  (feet)  COMP
 GY2822  MODELED GRAV-     979,894.7   (mgal)                       NAVD 88
 GY2822
 GY2822  VERT ORDER  -  FIRST     CLASS II
 GY2822
 GY2822.The horizontal coordinates were scaled from a topographic map and have
 GY2822.an estimated accuracy of +/- 6 seconds.
 GY2822
 GY2822.The orthometric height was determined by differential leveling
 GY2822.and adjusted by the National Geodetic Survey in June 1991..
 GY2822
 GY2822.The geoid height was determined by GEOID03.
 GY2822
 GY2822.The dynamic height is computed by dividing the NAVD 88
 GY2822.geopotential number by the normal gravity value computed on the
 GY2822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2822.degrees latitude (g = 980.6199 gals.).
 GY2822
 GY2822.The modeled gravity was interpolated from observed gravity values.
 GY2822
 GY2822;                    North         East    Units  Estimated Accuracy
 GY2822;SPC KY1Z     - 1,167,710.    1,674,600.      MT  (+/- 180 meters Scaled)
 GY2822
 GY2822                          SUPERSEDED SURVEY CONTROL
 GY2822
 GY2822  NGVD 29 (??/??/92)  206.662  (m)          678.02   (f) ADJ UNCH    1 2
 GY2822
 GY2822.Superseded values are not recommended for survey control.
 GY2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2822.See file dsdata.txt to determine how the superseded data were derived.
 GY2822
 GY2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB565903(NAD 83)
 GY2822_MARKER: DB = BENCH MARK DISK
 GY2822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2822_SP_SET: BRIDGE
 GY2822_STAMPING: G 158 1950 678.024
 GY2822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2822
 GY2822  HISTORY     - Date     Condition        Report By
 GY2822  HISTORY     - 1950     MONUMENTED       CGS
 GY2822  HISTORY     - 1958     GOOD             NGS
 GY2822
 GY2822                          STATION DESCRIPTION
 GY2822
 GY2822'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2822'1 MI SE FROM BOWEN.
 GY2822'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE POST
 GY2822'OFFICE AT BOWEN, ABOUT 0.85 MILE NORTHWEST OF A BRIDGE OVER
 GY2822'SOUTH FORK OF RED RIVER, SET IN THE TOP OF THE SOUTH END OF THE
 GY2822'EAST ABUTMENT OF A 15-FOOT CONCRETE BRIDGE, 18 FEET SOUTH OF THE
 GY2822'CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE CONCRETE BANISTER
 GY2822'AND ABOUT LEVEL WITH THE HIGHWAY.
 GY2822
 GY2822                          STATION RECOVERY (1958)
 GY2822
 GY2822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0015 ***********************************************************************
 GZ0015  DESIGNATION -  G 159
 GZ0015  PID         -  GZ0015
 GZ0015  STATE/COUNTY-  KY/CLARK
 GZ0015  USGS QUAD   -  HEDGES (1976)
 GZ0015
 GZ0015                         *CURRENT SURVEY CONTROL
 GZ0015  ___________________________________________________________________
 GZ0015* NAD 83(1986)-  37 56 45.     (N)    084 02 52.     (W)     SCALED    
 GZ0015* NAVD 88     -       275.701  (meters)     904.53   (feet)  ADJUSTED  
 GZ0015  ___________________________________________________________________
 GZ0015  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 GZ0015  DYNAMIC HT  -         275.497 (meters)     903.86  (feet)  COMP
 GZ0015  MODELED GRAV-     979,882.1   (mgal)                       NAVD 88
 GZ0015
 GZ0015  VERT ORDER  -  FIRST     CLASS II
 GZ0015
 GZ0015.The horizontal coordinates were scaled from a topographic map and have
 GZ0015.an estimated accuracy of +/- 6 seconds.
 GZ0015
 GZ0015.The orthometric height was determined by differential leveling
 GZ0015.and adjusted by the National Geodetic Survey in June 1991..
 GZ0015
 GZ0015.The geoid height was determined by GEOID03.
 GZ0015
 GZ0015.The dynamic height is computed by dividing the NAVD 88
 GZ0015.geopotential number by the normal gravity value computed on the
 GZ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0015.degrees latitude (g = 980.6199 gals.).
 GZ0015
 GZ0015.The modeled gravity was interpolated from observed gravity values.
 GZ0015
 GZ0015;                    North         East    Units  Estimated Accuracy
 GZ0015;SPC KY1Z     - 1,180,320.    1,649,600.      MT  (+/- 180 meters Scaled)
 GZ0015
 GZ0015                          SUPERSEDED SURVEY CONTROL
 GZ0015
 GZ0015  NGVD 29 (??/??/92)  275.849  (m)          905.01   (f) ADJ UNCH    1 2
 GZ0015
 GZ0015.Superseded values are not recommended for survey control.
 GZ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0015.See file dsdata.txt to determine how the superseded data were derived.
 GZ0015
 GZ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH594039(NAD 83)
 GZ0015_MARKER: DB = BENCH MARK DISK
 GZ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0015_STAMPING: G 159 1950 905.015
 GZ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0015+STABILITY: SURFACE MOTION
 GZ0015
 GZ0015  HISTORY     - Date     Condition        Report By
 GZ0015  HISTORY     - 1950     MONUMENTED       CGS
 GZ0015  HISTORY     - 1958     GOOD             NGS
 GZ0015
 GZ0015                          STATION DESCRIPTION
 GZ0015
 GZ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0015'2.2 MI SE FROM PILOT VIEW.
 GZ0015'ABOUT 2.15 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE
 GZ0015'CONSOLIDATED SCHOOL AT PILOT VIEW, NEAR THE TOP OF A GRADE,
 GZ0015'35 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET
 GZ0015'NORTHWEST OF TELEPHONE POLE NO. 390, 80 FEET SOUTHEAST OF
 GZ0015'TELEPHONE POLE NO. 389 FROM WHICH LINE CROSSES HIGHWAY, 36 FEET
 GZ0015'NORTH OF A POWER POLE, 8 FEET EAST OF THE CENTER LINE OF A
 GZ0015'DIM ROAD SOUTH, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 GZ0015'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GZ0015'POST PROJECTING 3 INCHES.
 GZ0015
 GZ0015                          STATION RECOVERY (1958)
 GZ0015
 GZ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0889 ***********************************************************************
 GY0889  DESIGNATION -  G 16
 GY0889  PID         -  GY0889
 GY0889  STATE/COUNTY-  KY/LETCHER
 GY0889  USGS QUAD   -  MAYKING (1992)
 GY0889
 GY0889                         *CURRENT SURVEY CONTROL
 GY0889  ___________________________________________________________________
 GY0889* NAD 83(1986)-  37 08 13.     (N)    082 45 58.     (W)     SCALED    
 GY0889* NAVD 88     -       369.787  (meters)    1213.21   (feet)  ADJUSTED  
 GY0889  ___________________________________________________________________
 GY0889  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GY0889  DYNAMIC HT  -         369.475 (meters)    1212.19  (feet)  COMP
 GY0889  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 GY0889
 GY0889  VERT ORDER  -  FIRST     CLASS I
 GY0889
 GY0889.The horizontal coordinates were scaled from a topographic map and have
 GY0889.an estimated accuracy of +/- 6 seconds.
 GY0889
 GY0889.The orthometric height was determined by differential leveling
 GY0889.and adjusted by the National Geodetic Survey in June 1991..
 GY0889
 GY0889.The geoid height was determined by GEOID03.
 GY0889
 GY0889.The dynamic height is computed by dividing the NAVD 88
 GY0889.geopotential number by the normal gravity value computed on the
 GY0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0889.degrees latitude (g = 980.6199 gals.).
 GY0889
 GY0889.The modeled gravity was interpolated from observed gravity values.
 GY0889
 GY0889;                    North         East    Units  Estimated Accuracy
 GY0889;SPC KY1Z     - 1,093,430.    1,765,080.      MT  (+/- 180 meters Scaled)
 GY0889
 GY0889                          SUPERSEDED SURVEY CONTROL
 GY0889
 GY0889  NGVD 29 (??/??/92)  369.943  (m)         1213.72   (f) ADJ UNCH    1 1
 GY0889
 GY0889.Superseded values are not recommended for survey control.
 GY0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0889.See file dsdata.txt to determine how the superseded data were derived.
 GY0889
 GY0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB431115(NAD 83)
 GY0889_MARKER: DB = BENCH MARK DISK
 GY0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0889_SP_SET: PILLAR
 GY0889_STAMPING: G 16 1930 1213.718
 GY0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0889+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2002
 GY0889
 GY0889  HISTORY     - Date     Condition        Report By
 GY0889  HISTORY     - 1930     MONUMENTED       CGS
 GY0889  HISTORY     - 1967     GOOD             NGS
 GY0889  HISTORY     - 20020522 GOOD             KYDT
 GY0889
 GY0889                          STATION DESCRIPTION
 GY0889
 GY0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0889'5.2 MI NE FROM WHITESBURG.
 GY0889'ABOUT 5.2 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY0889'RAILROAD FROM THE STATION AT WHITESBURG, 0.2 MILE NORTHWEST OF
 GY0889'MILEPOST 289, 44 FEET NORTHEAST OF THE CENTER OF THE CROSSING
 GY0889'OF THE RAILROAD AND U.S. HIGHWAY 119, 41 1/2 FEET NORTHEAST OF
 GY0889'THE NORTHEAST RAIL OF THE TRACK, SET IN THE CENTER OF THE TOP OF A
 GY0889'CONCRETE PILLAR AT THE SOUTHWEST END OF THE SOUTH EAST CONCRETE
 GY0889'RAILING OF U.S. HIGHWAY 119 BRIDGE NUMBER 67.119.4 OVER THE NORTH
 GY0889'FORK KENTUCKY RIVER, 12 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GY0889'HIGHWAY, ABOUT 3.7 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ABOUT
 GY0889'3 FEET ABOVE THE LEVEL OF THE TRACK.
 GY0889
 GY0889                          STATION RECOVERY (2002)
 GY0889
 GY0889'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0650 ***********************************************************************
 HZ0650  DESIGNATION -  G 160
 HZ0650  PID         -  HZ0650
 HZ0650  STATE/COUNTY-  KY/BOONE
 HZ0650  USGS QUAD   -  RISING SUN (1994)
 HZ0650
 HZ0650                         *CURRENT SURVEY CONTROL
 HZ0650  ___________________________________________________________________
 HZ0650* NAD 83(1986)-  38 58 39.     (N)    084 49 37.     (W)     SCALED    
 HZ0650* NAVD 88     -       153.310  (meters)     502.98   (feet)  ADJUSTED  
 HZ0650  ___________________________________________________________________
 HZ0650  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 HZ0650  DYNAMIC HT  -         153.214 (meters)     502.67  (feet)  COMP
 HZ0650  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 HZ0650
 HZ0650  VERT ORDER  -  FIRST     CLASS II
 HZ0650
 HZ0650.The horizontal coordinates were scaled from a topographic map and have
 HZ0650.an estimated accuracy of +/- 6 seconds.
 HZ0650
 HZ0650.The orthometric height was determined by differential leveling
 HZ0650.and adjusted by the National Geodetic Survey in June 1991..
 HZ0650
 HZ0650.The geoid height was determined by GEOID03.
 HZ0650
 HZ0650.The dynamic height is computed by dividing the NAVD 88
 HZ0650.geopotential number by the normal gravity value computed on the
 HZ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0650.degrees latitude (g = 980.6199 gals.).
 HZ0650
 HZ0650.The modeled gravity was interpolated from observed gravity values.
 HZ0650
 HZ0650;                    North         East    Units  Estimated Accuracy
 HZ0650;SPC KY1Z     - 1,293,870.    1,579,990.      MT  (+/- 180 meters Scaled)
 HZ0650
 HZ0650                          SUPERSEDED SURVEY CONTROL
 HZ0650
 HZ0650  NGVD 29 (??/??/92)  153.520  (m)          503.67   (f) ADJ UNCH    1 2
 HZ0650
 HZ0650.Superseded values are not recommended for survey control.
 HZ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0650.See file dsdata.txt to determine how the superseded data were derived.
 HZ0650
 HZ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ882165(NAD 83)
 HZ0650_MARKER: DD = SURVEY DISK
 HZ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0650_STAMPING: G 160 1950
 HZ0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0650+STABILITY: SURFACE MOTION
 HZ0650
 HZ0650  HISTORY     - Date     Condition        Report By
 HZ0650  HISTORY     - 1950     MONUMENTED       DOD
 HZ0650  HISTORY     - 1950     GOOD             NGS
 HZ0650  HISTORY     - 1964     GOOD             NGS
 HZ0650
 HZ0650                          STATION DESCRIPTION
 HZ0650
 HZ0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ0650'0.6 MI SW FROM BELLEVIEW.
 HZ0650'0.45 MILE SOUTH ALONG STATE HIGHWAY 18 FROM THE SCHOOL AT
 HZ0650'BELLEVIEW, THENCE ABOUT 0.15 MILE WEST ALONG A ROAD TO U.S.
 HZ0650'ENGINEERS LOCK 38 ON OHIO RIVER, ABOUT 0.15 MILE DOWNSTREAM FROM
 HZ0650'THE POWER HOUSE, ON TOP OF HIGH RIVER BANK, 186 FEET SOUTH OF
 HZ0650'A U.S.E.D. BOUNDARY MARKER SET IN A LARGE MASS OF CONCRETE AND
 HZ0650'STONE WHICH IS LOCATED ON SOUTH SIDE OF A DRIVE DOWN HILL TO THE
 HZ0650'LOCK AND DAM, 5 1/2 FEET EAST OF THE WEST EDGE OF THE HIGH RIVER
 HZ0650'BANK, 56 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL HOUSE,
 HZ0650'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HZ0650'NOTE-- THE MARK IS THE NORTHWEST CORNER OF A LAWN AND 5 FEET EAST
 HZ0650'OF A BOARD FENCE.
 HZ0650
 HZ0650                          STATION RECOVERY (1964)
 HZ0650
 HZ0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1117 ***********************************************************************
 HZ1117  DESIGNATION -  G 161
 HZ1117  PID         -  HZ1117
 HZ1117  STATE/COUNTY-  KY/OLDHAM
 HZ1117  USGS QUAD   -  SMITHFIELD (1993)
 HZ1117
 HZ1117                         *CURRENT SURVEY CONTROL
 HZ1117  ___________________________________________________________________
 HZ1117* NAD 83(1986)-  38 25 38.     (N)    085 20 05.     (W)     SCALED    
 HZ1117* NAVD 88     -       247.653  (meters)     812.51   (feet)  ADJUSTED  
 HZ1117  ___________________________________________________________________
 HZ1117  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ1117  DYNAMIC HT  -         247.486 (meters)     811.96  (feet)  COMP
 HZ1117  MODELED GRAV-     979,948.0   (mgal)                       NAVD 88
 HZ1117
 HZ1117  VERT ORDER  -  SECOND    CLASS 0
 HZ1117
 HZ1117.The horizontal coordinates were scaled from a topographic map and have
 HZ1117.an estimated accuracy of +/- 6 seconds.
 HZ1117
 HZ1117.The orthometric height was determined by differential leveling
 HZ1117.and adjusted by the National Geodetic Survey in June 1991..
 HZ1117
 HZ1117.The geoid height was determined by GEOID03.
 HZ1117
 HZ1117.The dynamic height is computed by dividing the NAVD 88
 HZ1117.geopotential number by the normal gravity value computed on the
 HZ1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1117.degrees latitude (g = 980.6199 gals.).
 HZ1117
 HZ1117.The modeled gravity was interpolated from observed gravity values.
 HZ1117
 HZ1117;                    North         East    Units  Estimated Accuracy
 HZ1117;SPC KY1Z     - 1,232,470.    1,536,260.      MT  (+/- 180 meters Scaled)
 HZ1117
 HZ1117                          SUPERSEDED SURVEY CONTROL
 HZ1117
 HZ1117  NGVD 29 (??/??/92)  247.814  (m)          813.04   (f) ADJ UNCH    2 0
 HZ1117
 HZ1117.Superseded values are not recommended for survey control.
 HZ1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1117.See file dsdata.txt to determine how the superseded data were derived.
 HZ1117
 HZ1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH453545(NAD 83)
 HZ1117_MARKER: DB = BENCH MARK DISK
 HZ1117_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1117_SP_SET: ROCK LEDGE
 HZ1117_STAMPING: G 161 1950
 HZ1117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1117+STABILITY: POSITION/ELEVATION WELL
 HZ1117
 HZ1117  HISTORY     - Date     Condition        Report By
 HZ1117  HISTORY     - 1950     MONUMENTED       CGS
 HZ1117  HISTORY     - 1963     GOOD             NGS
 HZ1117
 HZ1117                          STATION DESCRIPTION
 HZ1117
 HZ1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HZ1117'2.9 MI SW FROM PENDLETON.
 HZ1117'ABOUT 2.9 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1117'RAILROAD FROM THE STATION AT PENDLETON, ABOUT 2.75 MILES NORTHEAST
 HZ1117'OF THE FREIGHT STATION AT LA GRANGE, ABOUT 0.2 MILE NORTH OF MILE
 HZ1117'POST 30, 59 FEET NORTH OF THE NORTH EDGE OF A SMALL WOODEN
 HZ1117'OVERPASS OVER THE TRACK, 9.5 FEET WEST OF THE WEST RAIL, SET
 HZ1117'IN THE TOP OF SMALL HORIZONTAL ROCK LEDGE IN ROCK CUT, 3.8 FEET
 HZ1117'SOUTH OF A 1-FOOT TRIANGLE WITH ARROW POINTING TO MARK CUT IN
 HZ1117'VERTICAL ROCK FACE AND ABOUT 1/2 FOOT ABOVE THE TRACK.
 HZ1117
 HZ1117                          STATION RECOVERY (1963)
 HZ1117
 HZ1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0222 ***********************************************************************
 GZ0222  DESIGNATION -  G 162
 GZ0222  PID         -  GZ0222
 GZ0222  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0222  USGS QUAD   -  WILDIE (1970)
 GZ0222
 GZ0222                         *CURRENT SURVEY CONTROL
 GZ0222  ___________________________________________________________________
 GZ0222* NAD 83(1986)-  37 24 48.     (N)    084 18 15.     (W)     SCALED    
 GZ0222* NAVD 88     -       284.055  (meters)     931.94   (feet)  ADJUSTED  
 GZ0222  ___________________________________________________________________
 GZ0222  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GZ0222  DYNAMIC HT  -         283.842 (meters)     931.24  (feet)  COMP
 GZ0222  MODELED GRAV-     979,871.6   (mgal)                       NAVD 88
 GZ0222
 GZ0222  VERT ORDER  -  SECOND    CLASS 0
 GZ0222
 GZ0222.The horizontal coordinates were scaled from a topographic map and have
 GZ0222.an estimated accuracy of +/- 6 seconds.
 GZ0222
 GZ0222.The orthometric height was determined by differential leveling
 GZ0222.and adjusted by the National Geodetic Survey in June 1991..
 GZ0222
 GZ0222.The geoid height was determined by GEOID03.
 GZ0222
 GZ0222.The dynamic height is computed by dividing the NAVD 88
 GZ0222.geopotential number by the normal gravity value computed on the
 GZ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0222.degrees latitude (g = 980.6199 gals.).
 GZ0222
 GZ0222.The modeled gravity was interpolated from observed gravity values.
 GZ0222
 GZ0222;                    North         East    Units  Estimated Accuracy
 GZ0222;SPC KY1Z     - 1,120,850.    1,627,980.      MT  (+/- 180 meters Scaled)
 GZ0222
 GZ0222                          SUPERSEDED SURVEY CONTROL
 GZ0222
 GZ0222  NGVD 29 (??/??/92)  284.217  (m)          932.47   (f) ADJ UNCH    2 0
 GZ0222
 GZ0222.Superseded values are not recommended for survey control.
 GZ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0222.See file dsdata.txt to determine how the superseded data were derived.
 GZ0222
 GZ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG385441(NAD 83)
 GZ0222_MARKER: DB = BENCH MARK DISK
 GZ0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0222_SP_SET: BRIDGE ABUTMENT
 GZ0222_STAMPING: G 162 1950 932.469
 GZ0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0222
 GZ0222  HISTORY     - Date     Condition        Report By
 GZ0222  HISTORY     - 1950     MONUMENTED       CGS
 GZ0222  HISTORY     - 1958     GOOD             NGS
 GZ0222
 GZ0222                          STATION DESCRIPTION
 GZ0222
 GZ0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0222'0.6 MI S FROM WILDIE.
 GZ0222'ABOUT 0.65 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE
 GZ0222'RAILROAD FROM THE STATION PLATFORM AT WILDIE, ABOUT 0.4 MILE
 GZ0222'SOUTH OF MILE POST C 143 - L 253 SET IN THE TOP OF THE WEST END
 GZ0222'OF THE SOUTH CONCRETE ABUTMENT OF STEEL GIRDER BRIDGE NO. 65
 GZ0222'OVER CLEAR CREEK, 9 1/2 FEET WEST OF THE WEST RAIL OF THE WEST
 GZ0222'TRACK AND ABOUT 1 1/2 FEET BELOW THE TRACK.
 GZ0222
 GZ0222                          STATION RECOVERY (1958)
 GZ0222
 GZ0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0195 ***********************************************************************
 GZ0195  DESIGNATION -  G 163
 GZ0195  PID         -  GZ0195
 GZ0195  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0195  USGS QUAD   -  JOHNETTA (1987)
 GZ0195
 GZ0195                         *CURRENT SURVEY CONTROL
 GZ0195  ___________________________________________________________________
 GZ0195* NAD 83(1986)-  37 28 03.     (N)    084 13 04.     (W)     SCALED    
 GZ0195* NAVD 88     -       409.605  (meters)    1343.85   (feet)  ADJUSTED  
 GZ0195  ___________________________________________________________________
 GZ0195  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GZ0195  DYNAMIC HT  -         409.290 (meters)    1342.81  (feet)  COMP
 GZ0195  MODELED GRAV-     979,848.0   (mgal)                       NAVD 88
 GZ0195
 GZ0195  VERT ORDER  -  SECOND    CLASS 0
 GZ0195
 GZ0195.The horizontal coordinates were scaled from a topographic map and have
 GZ0195.an estimated accuracy of +/- 6 seconds.
 GZ0195
 GZ0195.The orthometric height was determined by differential leveling
 GZ0195.and adjusted by the National Geodetic Survey in June 1991..
 GZ0195
 GZ0195.The geoid height was determined by GEOID03.
 GZ0195
 GZ0195.The dynamic height is computed by dividing the NAVD 88
 GZ0195.geopotential number by the normal gravity value computed on the
 GZ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0195.degrees latitude (g = 980.6199 gals.).
 GZ0195
 GZ0195.The modeled gravity was interpolated from observed gravity values.
 GZ0195
 GZ0195;                    North         East    Units  Estimated Accuracy
 GZ0195;SPC KY1Z     - 1,126,990.    1,635,530.      MT  (+/- 180 meters Scaled)
 GZ0195
 GZ0195                          SUPERSEDED SURVEY CONTROL
 GZ0195
 GZ0195  NGVD 29 (??/??/92)  409.756  (m)         1344.34   (f) ADJ UNCH    2 0
 GZ0195
 GZ0195.Superseded values are not recommended for survey control.
 GZ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0195.See file dsdata.txt to determine how the superseded data were derived.
 GZ0195
 GZ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG460503(NAD 83)
 GZ0195_MARKER: DB = BENCH MARK DISK
 GZ0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0195_STAMPING: G 163 1950 1344.341
 GZ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0195+STABILITY: SURFACE MOTION
 GZ0195
 GZ0195  HISTORY     - Date     Condition        Report By
 GZ0195  HISTORY     - 1950     MONUMENTED       CGS
 GZ0195  HISTORY     - 1957     GOOD             NGS
 GZ0195
 GZ0195                          STATION DESCRIPTION
 GZ0195
 GZ0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0195'1.6 MI W FROM THREE LINKS.
 GZ0195'ABOUT 1.6 MILES WEST ALONG A DIRT ROAD FROM PLEASANT HILL BAPTIST
 GZ0195'CHURCH AND CEMETERY AT THREE LINKS, ABOUT 0.5 MILE EAST ALONG A
 GZ0195'DIRT ROAD FROM ROAD JUNCTION AND ANGLIN STORE AT CLIMAX, ABOUT
 GZ0195'0.3 MILE WEST OF THE TOP OF A GRADE, ABOUT 165 YARDS NORTHEAST
 GZ0195'ALONG ROAD FROM FOOT OF HILL AND JUNCTION OF A ROAD EAST TO A
 GZ0195'1 1/2-STORY FARM HOUSE, ABOUT 0.1 MILE NORTH OF 1 1/2-STORY FARM
 GZ0195'HOUSE, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH
 GZ0195'OF A WIRE FENCE, 11 FEET NORTHWEST OF THE CENTER OF OLD ABANDONED
 GZ0195'ROAD BED AND ITS JUNCTION WITH NEW GRADE, 2 FEET EAST OF A WHITE
 GZ0195'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE ROAD AND SET IN THE TOP
 GZ0195'OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0195
 GZ0195                          STATION RECOVERY (1957)
 GZ0195
 GZ0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0354 ***********************************************************************
 GZ0354  DESIGNATION -  G 164
 GZ0354  PID         -  GZ0354
 GZ0354  STATE/COUNTY-  KY/JACKSON
 GZ0354  USGS QUAD   -  SANDGAP (1976)
 GZ0354
 GZ0354                         *CURRENT SURVEY CONTROL
 GZ0354  ___________________________________________________________________
 GZ0354* NAD 83(1986)-  37 23 32.     (N)    084 01 56.     (W)     SCALED    
 GZ0354* NAVD 88     -       303.873  (meters)     996.96   (feet)  ADJUSTED  
 GZ0354  ___________________________________________________________________
 GZ0354  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GZ0354  DYNAMIC HT  -         303.635 (meters)     996.18  (feet)  COMP
 GZ0354  MODELED GRAV-     979,839.8   (mgal)                       NAVD 88
 GZ0354
 GZ0354  VERT ORDER  -  SECOND    CLASS 0
 GZ0354
 GZ0354.The horizontal coordinates were scaled from a topographic map and have
 GZ0354.an estimated accuracy of +/- 6 seconds.
 GZ0354
 GZ0354.The orthometric height was determined by differential leveling
 GZ0354.and adjusted by the National Geodetic Survey in June 1991..
 GZ0354
 GZ0354.The geoid height was determined by GEOID03.
 GZ0354
 GZ0354.The dynamic height is computed by dividing the NAVD 88
 GZ0354.geopotential number by the normal gravity value computed on the
 GZ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0354.degrees latitude (g = 980.6199 gals.).
 GZ0354
 GZ0354.The modeled gravity was interpolated from observed gravity values.
 GZ0354
 GZ0354;                    North         East    Units  Estimated Accuracy
 GZ0354;SPC KY1Z     - 1,118,920.    1,652,100.      MT  (+/- 180 meters Scaled)
 GZ0354
 GZ0354                          SUPERSEDED SURVEY CONTROL
 GZ0354
 GZ0354  NGVD 29 (??/??/92)  304.026  (m)          997.46   (f) ADJ UNCH    2 0
 GZ0354
 GZ0354.Superseded values are not recommended for survey control.
 GZ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0354.See file dsdata.txt to determine how the superseded data were derived.
 GZ0354
 GZ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG627425(NAD 83)
 GZ0354_MARKER: DB = BENCH MARK DISK
 GZ0354_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GZ0354_SP_SET: ROCK OUTCROP
 GZ0354_STAMPING: G 164 1950 997.459
 GZ0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0354
 GZ0354  HISTORY     - Date     Condition        Report By
 GZ0354  HISTORY     - 1950     MONUMENTED       CGS
 GZ0354  HISTORY     - 1957     POOR             NGS
 GZ0354
 GZ0354                          STATION DESCRIPTION
 GZ0354
 GZ0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0354'4.9 MI SW FROM MC KEE.
 GZ0354'ABOUT 0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE
 GZ0354'COURT HOUSE AT MC KEE, THENCE ABOUT 4.35 MILES SOUTHWEST ALONG A
 GZ0354'GRAVEL ROAD LEADING TO LIVINGSTON, ABOUT 0.85 MILE SOUTHWEST OF
 GZ0354'THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST TO A LOOKOUT
 GZ0354'TOWER, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 GZ0354'EAST OF A PASTURE FENCE, 29 FEET NORTHWEST OF THE WEST END
 GZ0354'OF AN 18-INCH CORRUGATED PIPE CULVERT WITH STONE HEAD WALLS, SET
 GZ0354'IN THE TOP OF AN OUTCROPPING OF ROCK WITH A 3 FOOT EXPOSED
 GZ0354'SURFACE PROJECTING FROM 1 TO 5 INCHES OUT OF GROUND AND ABOUT
 GZ0354'1 FOOT ABOVE THE ROAD.  NOTE-- THE MARK IS MUTILATED BUT SOLID.
 GZ0354
 GZ0354                          STATION RECOVERY (1957)
 GZ0354
 GZ0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0354'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2560 ***********************************************************************
 GY2560  DESIGNATION -  G 165
 GY2560  PID         -  GY2560
 GY2560  STATE/COUNTY-  KY/OWSLEY
 GY2560  USGS QUAD   -  STURGEON (1976)
 GY2560
 GY2560                         *CURRENT SURVEY CONTROL
 GY2560  ___________________________________________________________________
 GY2560* NAD 83(1986)-  37 28 31.     (N)    083 48 31.     (W)     SCALED    
 GY2560* NAVD 88     -       233.096  (meters)     764.75   (feet)  ADJUSTED  
 GY2560  ___________________________________________________________________
 GY2560  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GY2560  DYNAMIC HT  -         232.916 (meters)     764.16  (feet)  COMP
 GY2560  MODELED GRAV-     979,854.0   (mgal)                       NAVD 88
 GY2560
 GY2560  VERT ORDER  -  SECOND    CLASS 0
 GY2560
 GY2560.The horizontal coordinates were scaled from a topographic map and have
 GY2560.an estimated accuracy of +/- 6 seconds.
 GY2560
 GY2560.The orthometric height was determined by differential leveling
 GY2560.and adjusted by the National Geodetic Survey in June 1991..
 GY2560
 GY2560.The geoid height was determined by GEOID03.
 GY2560
 GY2560.The dynamic height is computed by dividing the NAVD 88
 GY2560.geopotential number by the normal gravity value computed on the
 GY2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2560.degrees latitude (g = 980.6199 gals.).
 GY2560
 GY2560.The modeled gravity was interpolated from observed gravity values.
 GY2560
 GY2560;                    North         East    Units  Estimated Accuracy
 GY2560;SPC KY1Z     - 1,128,520.    1,671,700.      MT  (+/- 180 meters Scaled)
 GY2560
 GY2560                          SUPERSEDED SURVEY CONTROL
 GY2560
 GY2560  NGVD 29 (??/??/92)  233.259  (m)          765.28   (f) ADJ UNCH    2 0
 GY2560
 GY2560.Superseded values are not recommended for survey control.
 GY2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2560.See file dsdata.txt to determine how the superseded data were derived.
 GY2560
 GY2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB516513(NAD 83)
 GY2560_MARKER: DB = BENCH MARK DISK
 GY2560_SETTING: 66 = SET IN ROCK OUTCROP
 GY2560_SP_SET: ROCK OUTCROP
 GY2560_STAMPING: G 165 1950 765.284
 GY2560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2560+STABILITY: POSITION/ELEVATION WELL
 GY2560
 GY2560  HISTORY     - Date     Condition        Report By
 GY2560  HISTORY     - 1950     MONUMENTED       CGS
 GY2560  HISTORY     - 1957     POOR             NGS
 GY2560
 GY2560                          STATION DESCRIPTION
 GY2560
 GY2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2560'2.6 MI NW FROM VINCENT.
 GY2560'ABOUT 1.85 MILES NORTHWEST ALONG ROAD FROM THE CROSSROADS AT
 GY2560'VINCENT, THENCE ABOUT 0.7 MILE WEST AND NORTH ALONG TRAIL FOLLOWING
 GY2560'LITTLE STURGEON CREEK, ABOUT 0.1 MILE NORTHWEST ALONG TRAIL
 GY2560'FOLLOWING LITTLE STURGEON CREEK FROM MOORE SCHOOL, ABOUT 0.3 MILE
 GY2560'SOUTHEAST OF FORD ACROSS BIG STURGEON CREEK JUST NORTH OF THE
 GY2560'MOUTH OF LITTLE STURGEON CREEK, 55 FEET NORTHEAST OF THE CENTER
 GY2560'LINE OF THE TRAIL, 25 FEET SOUTHWEST OF THE SOUTH CORNER OF CHIMNEY
 GY2560'OF AN L SHAPED ABANDONED HOUSE, SET IN THE TOP OF THE HIGHEST PART
 GY2560'OF A LARGE OUTCROP OF BLACK ROCK COVERING A LARGE PART OF FRONT
 GY2560'YARD OF ABANDONED HOUSE, 90 FEET NORTH-NORTHWEST OF THE CENTER
 GY2560'OF THE JUNCTION OF A ROAD LEADING NORTHEAST AND UPHILL ALONG A
 GY2560'CREEK BRANCH AND ABOUT 6 FEET ABOVE THE ROAD.
 GY2560
 GY2560                          STATION RECOVERY (1957)
 GY2560
 GY2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2560'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2546 ***********************************************************************
 GY2546  DESIGNATION -  G 166
 GY2546  PID         -  GY2546
 GY2546  STATE/COUNTY-  KY/JACKSON
 GY2546  USGS QUAD   -  MC KEE (1976)
 GY2546
 GY2546                         *CURRENT SURVEY CONTROL
 GY2546  ___________________________________________________________________
 GY2546* NAD 83(1986)-  37 28 40.     (N)    083 58 21.     (W)     SCALED    
 GY2546* NAVD 88     -       427.100  (meters)    1401.24   (feet)  ADJUSTED  
 GY2546  ___________________________________________________________________
 GY2546  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY2546  DYNAMIC HT  -         426.759 (meters)    1400.13  (feet)  COMP
 GY2546  MODELED GRAV-     979,819.1   (mgal)                       NAVD 88
 GY2546
 GY2546  VERT ORDER  -  SECOND    CLASS 0
 GY2546
 GY2546.The horizontal coordinates were scaled from a topographic map and have
 GY2546.an estimated accuracy of +/- 6 seconds.
 GY2546
 GY2546.The orthometric height was determined by differential leveling
 GY2546.and adjusted by the National Geodetic Survey in June 1991..
 GY2546
 GY2546.The geoid height was determined by GEOID03.
 GY2546
 GY2546.The dynamic height is computed by dividing the NAVD 88
 GY2546.geopotential number by the normal gravity value computed on the
 GY2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2546.degrees latitude (g = 980.6199 gals.).
 GY2546
 GY2546.The modeled gravity was interpolated from observed gravity values.
 GY2546
 GY2546;                    North         East    Units  Estimated Accuracy
 GY2546;SPC KY1Z     - 1,128,510.    1,657,200.      MT  (+/- 180 meters Scaled)
 GY2546
 GY2546                          SUPERSEDED SURVEY CONTROL
 GY2546
 GY2546  NGVD 29 (??/??/92)  427.247  (m)         1401.73   (f) ADJ UNCH    2 0
 GY2546
 GY2546.Superseded values are not recommended for survey control.
 GY2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2546.See file dsdata.txt to determine how the superseded data were derived.
 GY2546
 GY2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB371520(NAD 83)
 GY2546_MARKER: DB = BENCH MARK DISK
 GY2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2546_STAMPING: G 166 1950 1401.726
 GY2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2546+STABILITY: SURFACE MOTION
 GY2546
 GY2546  HISTORY     - Date     Condition        Report By
 GY2546  HISTORY     - 1950     MONUMENTED       CGS
 GY2546  HISTORY     - 1957     GOOD             NGS
 GY2546
 GY2546                          STATION DESCRIPTION
 GY2546
 GY2546'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2546'7.4 MI NE FROM MC KEE.
 GY2546'ABOUT 2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE COURT
 GY2546'HOUSE AT MC KEE, THENCE ABOUT 1.8 MILES NORTHEAST ALONG SAND
 GY2546'LICK CREEK ROAD, THENCE ABOUT 1.75 MILES NORTHEAST ALONG A TRAIL
 GY2546'LEADING TO STATE HIGHWAY 89, THENCE ABOUT 1.75 MILES SOUTHEAST
 GY2546'ALONG STATE HIGHWAY 89, AT A SHARP CURVE IN THE HIGHWAY WITH
 GY2546'TANGENTS EXTENDING WEST AND SOUTHWEST AND THE JUNCTION OF ROADS
 GY2546'LEADING NORTH AND EAST, 165 YARDS SOUTHEAST OF MILE POST 5, 57
 GY2546'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH OF
 GY2546'THE CENTER LINE OF THE DIRT ROAD EAST, 26 FEET EAST OF TELEPHONE
 GY2546'POLE NO. 867, 10 FEET WEST OF A 5-INCH OAK TREE, 5 1/2 FEET
 GY2546'NORTHEAST OF A 4-INCH OAK TREE, 2 FEET NORTHEAST OF A WHITE
 GY2546'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE DIRT ROAD EAST, ABOUT
 GY2546'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2546'4 INCHES.
 GY2546
 GY2546                          STATION RECOVERY (1957)
 GY2546
 GY2546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2759 ***********************************************************************
 GY2759  DESIGNATION -  G 168
 GY2759  PID         -  GY2759
 GY2759  STATE/COUNTY-  KY/OWSLEY
 GY2759  USGS QUAD   -  MISTLETOE (1979)
 GY2759
 GY2759                         *CURRENT SURVEY CONTROL
 GY2759  ___________________________________________________________________
 GY2759* NAD 83(1986)-  37 18 33.     (N)    083 34 34.     (W)     SCALED    
 GY2759* NAVD 88     -       276.273  (meters)     906.41   (feet)  ADJUSTED  
 GY2759  ___________________________________________________________________
 GY2759  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GY2759  DYNAMIC HT  -         276.052 (meters)     905.68  (feet)  COMP
 GY2759  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 GY2759
 GY2759  VERT ORDER  -  SECOND    CLASS 0
 GY2759
 GY2759.The horizontal coordinates were scaled from a topographic map and have
 GY2759.an estimated accuracy of +/- 6 seconds.
 GY2759
 GY2759.The orthometric height was determined by differential leveling
 GY2759.and adjusted by the National Geodetic Survey in June 1991..
 GY2759
 GY2759.The geoid height was determined by GEOID03.
 GY2759
 GY2759.The dynamic height is computed by dividing the NAVD 88
 GY2759.geopotential number by the normal gravity value computed on the
 GY2759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2759.degrees latitude (g = 980.6199 gals.).
 GY2759
 GY2759.The modeled gravity was interpolated from observed gravity values.
 GY2759
 GY2759;                    North         East    Units  Estimated Accuracy
 GY2759;SPC KY1Z     - 1,110,550.    1,692,690.      MT  (+/- 180 meters Scaled)
 GY2759
 GY2759                          SUPERSEDED SURVEY CONTROL
 GY2759
 GY2759  NGVD 29 (??/??/92)  276.431  (m)          906.92   (f) ADJ UNCH    2 0
 GY2759
 GY2759.Superseded values are not recommended for survey control.
 GY2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2759.See file dsdata.txt to determine how the superseded data were derived.
 GY2759
 GY2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB716322(NAD 83)
 GY2759_MARKER: DB = BENCH MARK DISK
 GY2759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2759_STAMPING: G 168 1950 906.924
 GY2759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2759+STABILITY: SURFACE MOTION
 GY2759
 GY2759  HISTORY     - Date     Condition        Report By
 GY2759  HISTORY     - 1950     MONUMENTED       CGS
 GY2759  HISTORY     - 1957     GOOD             NGS
 GY2759
 GY2759                          STATION DESCRIPTION
 GY2759
 GY2759'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2759'0.5 MI SE FROM MISTLETOE.
 GY2759'ABOUT 0.5 MILE SOUTHEAST ALONG A ROAD FOLLOWING BUFFALO CREEK FROM
 GY2759'THE POST OFFICE AT MISTLETOE, AT THE JUNCTION OF A ROAD EAST ALONG
 GY2759'BETTY BRANCH, ABOUT 73 YARDS NORTH OF THE JUNCTION OF BUFFALO
 GY2759'CREEK AND BETTY BRANCH, 33 FEET EAST OF THE CENTER LINE OF BUFFALO
 GY2759'CREEK ROAD, 41 FEET SOUTH OF THE CENTER LINE OF BETTY BRANCH ROAD,
 GY2759'13 FEET NORTHEAST OF A 16-INCH PINE TREE, 13 FEET SOUTHEAST OF A
 GY2759'14-INCH PINE TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 GY2759'ABOUT 1 FOOT ABOVE BUFFALO CREEK ROAD, ABOUT LEVEL WITH BETTY
 GY2759'BRANCH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2759'2 INCHES.
 GY2759
 GY2759                          STATION RECOVERY (1957)
 GY2759
 GY2759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2507 ***********************************************************************
 GY2507  DESIGNATION -  G 169
 GY2507  PID         -  GY2507
 GY2507  STATE/COUNTY-  KY/BREATHITT
 GY2507  USGS QUAD   -  COWCREEK (1961)
 GY2507
 GY2507                         *CURRENT SURVEY CONTROL
 GY2507  ___________________________________________________________________
 GY2507* NAD 83(1986)-  37 28 34.     (N)    083 32 35.     (W)     SCALED    
 GY2507* NAVD 88     -       257.735  (meters)     845.59   (feet)  ADJUSTED  
 GY2507  ___________________________________________________________________
 GY2507  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GY2507  DYNAMIC HT  -         257.535 (meters)     844.93  (feet)  COMP
 GY2507  MODELED GRAV-     979,848.2   (mgal)                       NAVD 88
 GY2507
 GY2507  VERT ORDER  -  SECOND    CLASS 0
 GY2507
 GY2507.The horizontal coordinates were scaled from a topographic map and have
 GY2507.an estimated accuracy of +/- 6 seconds.
 GY2507
 GY2507.The orthometric height was determined by differential leveling
 GY2507.and adjusted by the National Geodetic Survey in June 1991..
 GY2507
 GY2507.The geoid height was determined by GEOID03.
 GY2507
 GY2507.The dynamic height is computed by dividing the NAVD 88
 GY2507.geopotential number by the normal gravity value computed on the
 GY2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2507.degrees latitude (g = 980.6199 gals.).
 GY2507
 GY2507.The modeled gravity was interpolated from observed gravity values.
 GY2507
 GY2507;                    North         East    Units  Estimated Accuracy
 GY2507;SPC KY1Z     - 1,129,140.    1,695,180.      MT  (+/- 180 meters Scaled)
 GY2507
 GY2507                          SUPERSEDED SURVEY CONTROL
 GY2507
 GY2507  NGVD 29 (??/??/92)  257.894  (m)          846.11   (f) ADJ UNCH    2 0
 GY2507
 GY2507.Superseded values are not recommended for survey control.
 GY2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2507.See file dsdata.txt to determine how the superseded data were derived.
 GY2507
 GY2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB751507(NAD 83)
 GY2507_MARKER: DB = BENCH MARK DISK
 GY2507_SETTING: 80 = SET IN A BOULDER
 GY2507_SP_SET: BOULDER
 GY2507_STAMPING: G 169 1950 846.107
 GY2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2507+STABILITY: SURFACE MOTION
 GY2507
 GY2507  HISTORY     - Date     Condition        Report By
 GY2507  HISTORY     - 1950     MONUMENTED       CGS
 GY2507  HISTORY     - 1957     GOOD             NGS
 GY2507
 GY2507                          STATION DESCRIPTION
 GY2507
 GY2507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2507'2.4 MI S FROM JETT CREEK.
 GY2507'0.9 MILE SOUTH ALONG ROAD FOLLOWING JETT CREEK FROM THE POST
 GY2507'OFFICE AT JETT CREEK, THENCE 155 MILES SOUTH ALONG NEW GRAVEL
 GY2507'ROAD ALONG SOUTH FORK OF JETT CREEK, ACROSS CREEK FROM THE
 GY2507'HOME OF MISS BELLE SPICER, ABOUT 140 FEET NORTH AND ACROSS CREEK
 GY2507'FROM CENTER OF ROAD, 13 FEET NORTHEAST OF CENTER OF CREEK, SET
 GY2507'VERTICALLY IN THE WEST FACE OF SLANTING BOULDER ABOUT 12 X 20 X 4
 GY2507'FEET, ABOUT 5 FEET ABOVE LEVEL OF CREEK BED.  NOTE-- MARK IS
 GY2507'REACHED FROM POST OFFICE AT TURKEY BY GOING 2.15 MILES SOUTHWEST
 GY2507'ALONG STATE HIGHWAY 30, THENCE 1.15 MILES NORTH ALONG NEW GRAVEL
 GY2507'ROAD TO THE SPICER HOME BETWEEN ROAD AND CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0400 ***********************************************************************
 GD0400  DESIGNATION -  G 17
 GD0400  PID         -  GD0400
 GD0400  STATE/COUNTY-  KY/HICKMAN
 GD0400  USGS QUAD   -  WATER VALLEY (1981)
 GD0400
 GD0400                         *CURRENT SURVEY CONTROL
 GD0400  ___________________________________________________________________
 GD0400* NAD 83(1986)-  36 32 48.     (N)    088 49 34.     (W)     SCALED    
 GD0400* NAVD 88     -       123.901  (meters)     406.50   (feet)  ADJUSTED  
 GD0400  ___________________________________________________________________
 GD0400  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GD0400  DYNAMIC HT  -         123.804 (meters)     406.18  (feet)  COMP
 GD0400  MODELED GRAV-     979,842.9   (mgal)                       NAVD 88
 GD0400
 GD0400  VERT ORDER  -  SECOND    CLASS 0
 GD0400
 GD0400.The horizontal coordinates were scaled from a topographic map and have
 GD0400.an estimated accuracy of +/- 6 seconds.
 GD0400
 GD0400.The orthometric height was determined by differential leveling
 GD0400.and adjusted by the National Geodetic Survey in June 1991..
 GD0400
 GD0400.The geoid height was determined by GEOID03.
 GD0400
 GD0400.The dynamic height is computed by dividing the NAVD 88
 GD0400.geopotential number by the normal gravity value computed on the
 GD0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0400.degrees latitude (g = 980.6199 gals.).
 GD0400
 GD0400.The modeled gravity was interpolated from observed gravity values.
 GD0400
 GD0400;                    North         East    Units  Estimated Accuracy
 GD0400;SPC KY1Z     - 1,028,220.    1,224,580.      MT  (+/- 180 meters Scaled)
 GD0400
 GD0400                          SUPERSEDED SURVEY CONTROL
 GD0400
 GD0400  NGVD 29 (??/??/??)  123.886  (m)          406.45   (f) ADJUSTED    2 0
 GD0400
 GD0400.Superseded values are not recommended for survey control.
 GD0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0400.See file dsdata.txt to determine how the superseded data were derived.
 GD0400
 GD0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF365461(NAD 83)
 GD0400_MARKER: DB = BENCH MARK DISK
 GD0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0400_STAMPING: G 17 1933
 GD0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0400+STABILITY: SURFACE MOTION
 GD0400
 GD0400  HISTORY     - Date     Condition        Report By
 GD0400  HISTORY     - 1933     MONUMENTED       CGS
 GD0400  HISTORY     - 1969     MARK NOT FOUND   USGS
 GD0400
 GD0400                          STATION DESCRIPTION
 GD0400
 GD0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0400'1.5 MI SW FROM WATER VALLEY.
 GD0400'IN HICKMAN COUNTY, 1.5 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL
 GD0400'RAILROAD FROM WATER VALLEY, GRAVES COUNTY, ABOUT 1/2 MILE SOUTH
 GD0400'OF MILEPOST 265, AT A ROAD CROSSING, 12 YARDS SOUTH OF THE
 GD0400'CENTERLINE OF THE ROAD, 9 YARDS EAST OF THE CENTERLINE OF THE
 GD0400'TRACK, 15 YARDS SOUTH OF A FENCE CORNER, AND 5 YARDS WEST OF THE
 GD0400'FENCE.  A STANDARD DISK, STAMPED G 17 1933 AND SET IN THE TOP OF
 GD0400'A CONCRETE POST.  NOTE-- NO EVIDENCE OF DESTRUCTION, COULD NOT
 GD0400'LOCATE.
 GD0400
 GD0400                          STATION RECOVERY (1969)
 GD0400
 GD0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2166 ***********************************************************************
 GY2166  DESIGNATION -  G 170
 GY2166  PID         -  GY2166
 GY2166  STATE/COUNTY-  KY/BREATHITT
 GY2166  USGS QUAD   -  COWCREEK (1961)
 GY2166
 GY2166                         *CURRENT SURVEY CONTROL
 GY2166  ___________________________________________________________________
 GY2166* NAD 83(1986)-  37 28 57.     (N)    083 30 03.     (W)     SCALED    
 GY2166* NAVD 88     -       214.911  (meters)     705.09   (feet)  ADJUSTED  
 GY2166  ___________________________________________________________________
 GY2166  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GY2166  DYNAMIC HT  -         214.744 (meters)     704.54  (feet)  COMP
 GY2166  MODELED GRAV-     979,847.2   (mgal)                       NAVD 88
 GY2166
 GY2166  VERT ORDER  -  SECOND    CLASS 0
 GY2166
 GY2166.The horizontal coordinates were scaled from a topographic map and have
 GY2166.an estimated accuracy of +/- 6 seconds.
 GY2166
 GY2166.The orthometric height was determined by differential leveling
 GY2166.and adjusted by the National Geodetic Survey in June 1991..
 GY2166
 GY2166.The geoid height was determined by GEOID03.
 GY2166
 GY2166.The dynamic height is computed by dividing the NAVD 88
 GY2166.geopotential number by the normal gravity value computed on the
 GY2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2166.degrees latitude (g = 980.6199 gals.).
 GY2166
 GY2166.The modeled gravity was interpolated from observed gravity values.
 GY2166
 GY2166;                    North         East    Units  Estimated Accuracy
 GY2166;SPC KY1Z     - 1,129,940.    1,698,900.      MT  (+/- 180 meters Scaled)
 GY2166
 GY2166                          SUPERSEDED SURVEY CONTROL
 GY2166
 GY2166  NGVD 29 (??/??/92)  215.070  (m)          705.61   (f) ADJ UNCH    2 0
 GY2166
 GY2166.Superseded values are not recommended for survey control.
 GY2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2166.See file dsdata.txt to determine how the superseded data were derived.
 GY2166
 GY2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB788513(NAD 83)
 GY2166_MARKER: DB = BENCH MARK DISK
 GY2166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2166_SP_SET: BRIDGE
 GY2166_STAMPING: G 170 1950 705.609
 GY2166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2166+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GY2166
 GY2166  HISTORY     - Date     Condition        Report By
 GY2166  HISTORY     - 1950     MONUMENTED       CGS
 GY2166  HISTORY     - 1957     GOOD             NGS
 GY2166  HISTORY     - 20020730 GOOD             KYDT
 GY2166
 GY2166                          STATION DESCRIPTION
 GY2166
 GY2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2166'1.2 MI NE FROM TURKEY.
 GY2166'ABOUT 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 30 FROM THE
 GY2166'SCHOOL AT TURKEY, ABOUT 0.55 MILE NORTHEAST OF THE POST OFFICE
 GY2166'AND JOHNSON BROTHERS STORE AT TURKEY, ABOUT 0.1 MILE WEST OF THE
 GY2166'JUNCTION OF A GRAVEL ROAD LEADING SOUTHEAST, SET IN THE TOP OF
 GY2166'THE SOUTH END OF THE EAST ABUTMENT OF A 45-FOOT CONCRETE BRIDGE
 GY2166'OVER TURKEY CREEK, 15 FEET SOUTH OF THE CENTER LINE OF THE
 GY2166'HIGHWAY, 1.3 FEET SOUTH OF CONCRETE BANISTER AND ABOUT LEVEL
 GY2166'WITH THE HIGHWAY.
 GY2166
 GY2166                          STATION RECOVERY (1957)
 GY2166
 GY2166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2166'RECOVERED IN GOOD CONDITION.
 GY2166
 GY2166                          STATION RECOVERY (2002)
 GY2166
 GY2166'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2101 ***********************************************************************
 GY2101  DESIGNATION -  G 171
 GY2101  PID         -  GY2101
 GY2101  STATE/COUNTY-  KY/PERRY
 GY2101  USGS QUAD   -  KRYPTON (1972)
 GY2101
 GY2101                         *CURRENT SURVEY CONTROL
 GY2101  ___________________________________________________________________
 GY2101* NAD 83(1986)-  37 21 18.     (N)    083 19 49.     (W)     SCALED    
 GY2101* NAVD 88     -       243.631  (meters)     799.31   (feet)  ADJUSTED  
 GY2101  ___________________________________________________________________
 GY2101  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY2101  DYNAMIC HT  -         243.443 (meters)     798.70  (feet)  COMP
 GY2101  MODELED GRAV-     979,855.7   (mgal)                       NAVD 88
 GY2101
 GY2101  VERT ORDER  -  SECOND    CLASS 0
 GY2101
 GY2101.The horizontal coordinates were scaled from a topographic map and have
 GY2101.an estimated accuracy of +/- 6 seconds.
 GY2101
 GY2101.The orthometric height was determined by differential leveling
 GY2101.and adjusted by the National Geodetic Survey in June 1991..
 GY2101
 GY2101.The geoid height was determined by GEOID03.
 GY2101
 GY2101.The dynamic height is computed by dividing the NAVD 88
 GY2101.geopotential number by the normal gravity value computed on the
 GY2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2101.degrees latitude (g = 980.6199 gals.).
 GY2101
 GY2101.The modeled gravity was interpolated from observed gravity values.
 GY2101
 GY2101;                    North         East    Units  Estimated Accuracy
 GY2101;SPC KY1Z     - 1,116,170.    1,714,340.      MT  (+/- 180 meters Scaled)
 GY2101
 GY2101                          SUPERSEDED SURVEY CONTROL
 GY2101
 GY2101  NGVD 29 (??/??/92)  243.804  (m)          799.88   (f) ADJ UNCH    2 0
 GY2101
 GY2101.Superseded values are not recommended for survey control.
 GY2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2101.See file dsdata.txt to determine how the superseded data were derived.
 GY2101
 GY2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB936368(NAD 83)
 GY2101_MARKER: DB = BENCH MARK DISK
 GY2101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2101_SP_SET: CULVERT
 GY2101_STAMPING: G 171 1950 799.880
 GY2101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2101+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 GY2101
 GY2101  HISTORY     - Date     Condition        Report By
 GY2101  HISTORY     - 1950     MONUMENTED       CGS
 GY2101  HISTORY     - 1956     GOOD             NGS
 GY2101  HISTORY     - 19960610 GOOD             KYDT
 GY2101  HISTORY     - 19960624 GOOD             KYDT
 GY2101
 GY2101                          STATION DESCRIPTION
 GY2101
 GY2101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2101'1.8 MI E FROM CHAVIES.
 GY2101'1.85 MILES EAST ALONG STATE HIGHWAY 28 FROM THE EAST END OF
 GY2101'BRIDGE OVER NORTH FORK OF KENTUCKY RIVER AT CHAVIES, ABOUT 0.7
 GY2101'MILE EAST OF RED HILL SCHOOL, IN THE TOP OF NORTH END OF THE
 GY2101'EAST HEAD WALL OF A 5-FOOT CONCRETE CULVERT OVER A CREEK BED,
 GY2101'ABOUT 15 FEET EAST OF THE CENTER LINE OF HIGHWAY, ABOUT LEVEL
 GY2101'WITH HIGHWAY.
 GY2101
 GY2101                          STATION RECOVERY (1996)
 GY2101
 GY2101'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2101'RECOVERED IN GOOD CONDITION.
 GY2101
 GY2101                          STATION RECOVERY (1996)
 GY2101
 GY2101'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2141 ***********************************************************************
 GY2141  DESIGNATION -  G 172
 GY2141  PID         -  GY2141
 GY2141  STATE/COUNTY-  KY/PERRY
 GY2141  USGS QUAD   -  BUCKHORN (1979)
 GY2141
 GY2141                         *CURRENT SURVEY CONTROL
 GY2141  ___________________________________________________________________
 GY2141* NAD 83(1986)-  37 20 31.     (N)    083 26 48.     (W)     SCALED    
 GY2141* NAVD 88     -       232.112  (meters)     761.52   (feet)  ADJUSTED  
 GY2141  ___________________________________________________________________
 GY2141  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GY2141  DYNAMIC HT  -         231.931 (meters)     760.93  (feet)  COMP
 GY2141  MODELED GRAV-     979,846.1   (mgal)                       NAVD 88
 GY2141
 GY2141  VERT ORDER  -  SECOND    CLASS 0
 GY2141
 GY2141.The horizontal coordinates were scaled from a topographic map and have
 GY2141.an estimated accuracy of +/- 6 seconds.
 GY2141
 GY2141.The orthometric height was determined by differential leveling
 GY2141.and adjusted by the National Geodetic Survey in June 1991..
 GY2141
 GY2141.The geoid height was determined by GEOID03.
 GY2141
 GY2141.The dynamic height is computed by dividing the NAVD 88
 GY2141.geopotential number by the normal gravity value computed on the
 GY2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2141.degrees latitude (g = 980.6199 gals.).
 GY2141
 GY2141.The modeled gravity was interpolated from observed gravity values.
 GY2141
 GY2141;                    North         East    Units  Estimated Accuracy
 GY2141;SPC KY1Z     - 1,114,460.    1,704,070.      MT  (+/- 180 meters Scaled)
 GY2141
 GY2141                          SUPERSEDED SURVEY CONTROL
 GY2141
 GY2141  NGVD 29 (??/??/92)  232.279  (m)          762.07   (f) ADJ UNCH    2 0
 GY2141
 GY2141.Superseded values are not recommended for survey control.
 GY2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2141.See file dsdata.txt to determine how the superseded data were derived.
 GY2141
 GY2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB832356(NAD 83)
 GY2141_MARKER: DB = BENCH MARK DISK
 GY2141_SETTING: 66 = SET IN ROCK OUTCROP
 GY2141_SP_SET: ROCK LEDGE
 GY2141_STAMPING: G 172 1950 762.069
 GY2141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2141+STABILITY: POSITION/ELEVATION WELL
 GY2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2141+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1996
 GY2141
 GY2141  HISTORY     - Date     Condition        Report By
 GY2141  HISTORY     - 1950     MONUMENTED       CGS
 GY2141  HISTORY     - 1957     GOOD             NGS
 GY2141  HISTORY     - 19960625 GOOD             KYDT
 GY2141
 GY2141                          STATION DESCRIPTION
 GY2141
 GY2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2141'1.8 MI NE FROM BUCKHORN.
 GY2141'ABOUT 1.85 MILES NORTHEAST ALONG A GRAVEL ROAD FOLLOWING RIGHT
 GY2141'BANK OF MIDDLE FORK OF KENTUCKY RIVER FROM THE EAST END OF
 GY2141'SWINGING BRIDGE AT BUCKHORN, 88 YARDS SOUTHWEST OF A STONE CULVERT
 GY2141'OVER ORVILLE ANDERSON BRANCH, 16 FEET SOUTHWEST OF THE CENTER
 GY2141'LINE OF THE ROAD, SET VERTICALLY IN THE SMOOTH VERTICAL FACE OF
 GY2141'A 1 1/2-FOOT LONG ROCK LEDGE AT THE FOOT OF A ROCK CUT, 3 1/2
 GY2141'FEET SOUTHWEST OF THE NORTHEAST END OF EXPOSED PART OF ROCK
 GY2141'LEDGE AND ABOUT 3 1/2 FEET ABOVE THE GROUND.
 GY2141
 GY2141                          STATION RECOVERY (1957)
 GY2141
 GY2141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2141'RECOVERED IN GOOD CONDITION.
 GY2141
 GY2141                          STATION RECOVERY (1996)
 GY2141
 GY2141'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2141'ABOUT 2.4 MILES EAST ALONG KY 28 FROM JUNCTION WITH KY 2022 AT
 GY2141'BUCKHORN, THENCE 400 FEET SOUTHWEST ALONG A BLACKTOP ROAD TO BUCKHORN
 GY2141'CHILDRENS CENTER AND MARK ON THE LEFT, 20 FEET SOUTHEAST OF CENTERLINE
 GY2141'OF ROAD, 30.3 FEET SOUTHEAST AND ACROSS ROAD FROM A POWER POLE, 5 FEET
 GY2141'ABOVE ROAD AND 1 FOOT SOUTH OF FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2389 ***********************************************************************
 GY2389  DESIGNATION -  G 173
 GY2389  PID         -  GY2389
 GY2389  STATE/COUNTY-  KY/PERRY
 GY2389  USGS QUAD   -  KRYPTON (1972)
 GY2389
 GY2389                         *CURRENT SURVEY CONTROL
 GY2389  ___________________________________________________________________
 GY2389* NAD 83(1986)-  37 20 40.     (N)    083 21 43.     (W)     SCALED    
 GY2389* NAVD 88     -       245.905  (meters)     806.77   (feet)  ADJUSTED  
 GY2389  ___________________________________________________________________
 GY2389  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY2389  DYNAMIC HT  -         245.714 (meters)     806.15  (feet)  COMP
 GY2389  MODELED GRAV-     979,848.0   (mgal)                       NAVD 88
 GY2389
 GY2389  VERT ORDER  -  SECOND    CLASS 0
 GY2389
 GY2389.The horizontal coordinates were scaled from a topographic map and have
 GY2389.an estimated accuracy of +/- 6 seconds.
 GY2389
 GY2389.The orthometric height was determined by differential leveling
 GY2389.and adjusted by the National Geodetic Survey in June 1991..
 GY2389
 GY2389.The geoid height was determined by GEOID03.
 GY2389
 GY2389.The dynamic height is computed by dividing the NAVD 88
 GY2389.geopotential number by the normal gravity value computed on the
 GY2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2389.degrees latitude (g = 980.6199 gals.).
 GY2389
 GY2389.The modeled gravity was interpolated from observed gravity values.
 GY2389
 GY2389;                    North         East    Units  Estimated Accuracy
 GY2389;SPC KY1Z     - 1,114,920.    1,711,570.      MT  (+/- 180 meters Scaled)
 GY2389
 GY2389                          SUPERSEDED SURVEY CONTROL
 GY2389
 GY2389  NGVD 29 (??/??/92)  246.07   (m)          807.3    (f) COMPUTED    2 0
 GY2389
 GY2389.Superseded values are not recommended for survey control.
 GY2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2389.See file dsdata.txt to determine how the superseded data were derived.
 GY2389
 GY2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB907357(NAD 83)
 GY2389_MARKER: DB = BENCH MARK DISK
 GY2389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2389_SP_SET: CULVERT
 GY2389_STAMPING: G 173 1950 807.334
 GY2389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2389
 GY2389  HISTORY     - Date     Condition        Report By
 GY2389  HISTORY     - 1950     MONUMENTED       CGS
 GY2389  HISTORY     - 1957     POOR             NGS
 GY2389
 GY2389                          STATION DESCRIPTION
 GY2389
 GY2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2389'0.8 MI W FROM CHAVIES.
 GY2389'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 28 FROM THE LOUISVILLE
 GY2389'AND NASHVILLE RAILROAD STATION AT CHAVIES, ABOUT 0.45 MILE WEST
 GY2389'OF THE JUNCTION OF STATE HIGHWAY 451 LEADING SOUTH, SET IN THE
 GY2389'TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A 3-FOOT
 GY2389'STONE CULVERT UNDER HIGHWAY, 17 FEET SOUTH OF THE CENTER LINE
 GY2389'OF THE HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 GY2389
 GY2389                          STATION RECOVERY (1957)
 GY2389
 GY2389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2389'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2264 ***********************************************************************
 GY2264  DESIGNATION -  G 174
 GY2264  PID         -  GY2264
 GY2264  STATE/COUNTY-  KY/PERRY
 GY2264  USGS QUAD   -  KRYPTON (1972)
 GY2264
 GY2264                         *CURRENT SURVEY CONTROL
 GY2264  ___________________________________________________________________
 GY2264* NAD 83(1986)-  37 17 08.     (N)    083 20 49.     (W)     SCALED    
 GY2264* NAVD 88     -       340.622  (meters)    1117.52   (feet)  ADJUSTED  
 GY2264  ___________________________________________________________________
 GY2264  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GY2264  DYNAMIC HT  -         340.353 (meters)    1116.64  (feet)  COMP
 GY2264  MODELED GRAV-     979,829.8   (mgal)                       NAVD 88
 GY2264
 GY2264  VERT ORDER  -  SECOND    CLASS 0
 GY2264
 GY2264.The horizontal coordinates were scaled from a topographic map and have
 GY2264.an estimated accuracy of +/- 6 seconds.
 GY2264
 GY2264.The orthometric height was determined by differential leveling
 GY2264.and adjusted by the National Geodetic Survey in June 1991..
 GY2264
 GY2264.The geoid height was determined by GEOID03.
 GY2264
 GY2264.The dynamic height is computed by dividing the NAVD 88
 GY2264.geopotential number by the normal gravity value computed on the
 GY2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2264.degrees latitude (g = 980.6199 gals.).
 GY2264
 GY2264.The modeled gravity was interpolated from observed gravity values.
 GY2264
 GY2264;                    North         East    Units  Estimated Accuracy
 GY2264;SPC KY1Z     - 1,108,430.    1,713,070.      MT  (+/- 180 meters Scaled)
 GY2264
 GY2264                          SUPERSEDED SURVEY CONTROL
 GY2264
 GY2264  NGVD 29 (??/??/92)  340.792  (m)         1118.08   (f) ADJ UNCH    2 0
 GY2264
 GY2264.Superseded values are not recommended for survey control.
 GY2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2264.See file dsdata.txt to determine how the superseded data were derived.
 GY2264
 GY2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB919291(NAD 83)
 GY2264_MARKER: DB = BENCH MARK DISK
 GY2264_SETTING: 66 = SET IN ROCK OUTCROP
 GY2264_SP_SET: BOULDER
 GY2264_STAMPING: G 174 1950 1118.082
 GY2264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2264+STABILITY: POSITION/ELEVATION WELL
 GY2264
 GY2264  HISTORY     - Date     Condition        Report By
 GY2264  HISTORY     - 1950     MONUMENTED       CGS
 GY2264  HISTORY     - 1957     POOR             NGS
 GY2264
 GY2264                          STATION DESCRIPTION
 GY2264
 GY2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2264'3.6 MI W FROM YERKES.
 GY2264'ABOUT 2.95 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO KRYPTON
 GY2264'FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT YERKES,
 GY2264'THENCE ABOUT 0.6 MILE SOUTHWEST ALONG A ROUGH ROAD LEADING TO
 GY2264'CONFLUENCE, ABOUT 1.55 MILES NORTHEAST OF TRACE BRANCH SCHOOL,
 GY2264'ABOUT 0.2 MILE NORTHEAST OF THE TOP OF A GRADE AND THE PERRY-LESLIE
 GY2264'COUNTY LINE, SET IN THE TOP AND 2 FEET WEST OF THE EAST EDGE OF
 GY2264'A VERY LARGE SLIGHTLY SLANTING BOULDER, 18 FEET NORTHEAST OF
 GY2264'THE SOUTH CORNER OF BOULDER, 21 FEET WEST OF THE CENTER LINE OF
 GY2264'THE ROAD AND ABOUT 1 FOOT ABOVE THE ROAD.
 GY2264
 GY2264                          STATION RECOVERY (1957)
 GY2264
 GY2264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2264'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1915 ***********************************************************************
 GY1915  DESIGNATION -  G 175
 GY1915  PID         -  GY1915
 GY1915  STATE/COUNTY-  KY/BREATHITT
 GY1915  USGS QUAD   -  HADDIX (1972)
 GY1915
 GY1915                         *CURRENT SURVEY CONTROL
 GY1915  ___________________________________________________________________
 GY1915* NAD 83(1986)-  37 26 05.     (N)    083 22 27.     (W)     SCALED    
 GY1915* NAVD 88     -       233.470  (meters)     765.98   (feet)  ADJUSTED  
 GY1915  ___________________________________________________________________
 GY1915  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GY1915  DYNAMIC HT  -         233.291 (meters)     765.39  (feet)  COMP
 GY1915  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 GY1915
 GY1915  VERT ORDER  -  FIRST     CLASS I
 GY1915
 GY1915.The horizontal coordinates were scaled from a topographic map and have
 GY1915.an estimated accuracy of +/- 6 seconds.
 GY1915
 GY1915.The orthometric height was determined by differential leveling
 GY1915.and adjusted by the National Geodetic Survey in June 1991..
 GY1915
 GY1915.The geoid height was determined by GEOID03.
 GY1915
 GY1915.The dynamic height is computed by dividing the NAVD 88
 GY1915.geopotential number by the normal gravity value computed on the
 GY1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1915.degrees latitude (g = 980.6199 gals.).
 GY1915
 GY1915.The modeled gravity was interpolated from observed gravity values.
 GY1915
 GY1915;                    North         East    Units  Estimated Accuracy
 GY1915;SPC KY1Z     - 1,124,910.    1,710,230.      MT  (+/- 180 meters Scaled)
 GY1915
 GY1915                          SUPERSEDED SURVEY CONTROL
 GY1915
 GY1915  NGVD 29 (??/??/92)  233.629  (m)          766.50   (f) ADJ UNCH    1 1
 GY1915
 GY1915.Superseded values are not recommended for survey control.
 GY1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1915.See file dsdata.txt to determine how the superseded data were derived.
 GY1915
 GY1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB899457(NAD 83)
 GY1915_MARKER: DB = BENCH MARK DISK
 GY1915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1915_SP_SET: CULVERT
 GY1915_STAMPING: G 175 1950 766.498
 GY1915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1915
 GY1915  HISTORY     - Date     Condition        Report By
 GY1915  HISTORY     - 1950     MONUMENTED       CGS
 GY1915  HISTORY     - 1967     GOOD             NGS
 GY1915
 GY1915                          STATION DESCRIPTION
 GY1915
 GY1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1915'11 MI NW FROM CHAVIES.
 GY1915'ABOUT 11.0 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY1915'RAILROAD FROM DUFFS GENERAL STORE AT CHAVIES, 0.8 MILE NORTH OF A
 GY1915'STORE AT THE SMALL COMMUNITY OF WHICK, 7 TELEPHONE POLES SOUTHWEST
 GY1915'OF MILEPOST 212, 3 RAILS NORTH OF THE NORTH END OF A CUT FOR
 GY1915'THE RAILROAD, 22 1/2 FEET EAST OF THE EAST RAIL OF THE TRACK, SET
 GY1915'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE  HEAD WALL OF
 GY1915'A CORRUGATED METAL CULVERT UNDER THE TRACK, AND ABOUT 3 FEET
 GY1915'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0759 ***********************************************************************
 GZ0759  DESIGNATION -  G 176
 GZ0759  PID         -  GZ0759
 GZ0759  STATE/COUNTY-  KY/LINCOLN
 GZ0759  USGS QUAD   -  CRAB ORCHARD (1952)
 GZ0759
 GZ0759                         *CURRENT SURVEY CONTROL
 GZ0759  ___________________________________________________________________
 GZ0759* NAD 83(1986)-  37 24 32.     (N)    084 33 50.     (W)     SCALED    
 GZ0759* NAVD 88     -       389.930  (meters)    1279.30   (feet)  ADJUSTED  
 GZ0759  ___________________________________________________________________
 GZ0759  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GZ0759  DYNAMIC HT  -         389.625 (meters)    1278.29  (feet)  COMP
 GZ0759  MODELED GRAV-     979,837.2   (mgal)                       NAVD 88
 GZ0759
 GZ0759  VERT ORDER  -  SECOND    CLASS 0
 GZ0759
 GZ0759.The horizontal coordinates were scaled from a topographic map and have
 GZ0759.an estimated accuracy of +/- 6 seconds.
 GZ0759
 GZ0759.The orthometric height was determined by differential leveling
 GZ0759.and adjusted by the National Geodetic Survey in June 1991..
 GZ0759
 GZ0759.The geoid height was determined by GEOID03.
 GZ0759
 GZ0759.The dynamic height is computed by dividing the NAVD 88
 GZ0759.geopotential number by the normal gravity value computed on the
 GZ0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0759.degrees latitude (g = 980.6199 gals.).
 GZ0759
 GZ0759.The modeled gravity was interpolated from observed gravity values.
 GZ0759
 GZ0759;                    North         East    Units  Estimated Accuracy
 GZ0759;SPC KY1Z     - 1,120,040.    1,605,000.      MT  (+/- 180 meters Scaled)
 GZ0759
 GZ0759                          SUPERSEDED SURVEY CONTROL
 GZ0759
 GZ0759  NGVD 29 (??/??/92)  390.071  (m)         1279.76   (f) ADJ UNCH    2 0
 GZ0759
 GZ0759.Superseded values are not recommended for survey control.
 GZ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0759.See file dsdata.txt to determine how the superseded data were derived.
 GZ0759
 GZ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG156430(NAD 83)
 GZ0759_MARKER: DB = BENCH MARK DISK
 GZ0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0759_STAMPING: G 176 1950 1279.758
 GZ0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0759+STABILITY: SURFACE MOTION
 GZ0759
 GZ0759  HISTORY     - Date     Condition        Report By
 GZ0759  HISTORY     - 1950     MONUMENTED       CGS
 GZ0759  HISTORY     - 1958     GOOD             NGS
 GZ0759
 GZ0759                          STATION DESCRIPTION
 GZ0759
 GZ0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0759'3 MI NW FROM BROUGHTENTOWN.
 GZ0759'ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GZ0759'BROUGHTENTOWN, THENCE ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD,
 GZ0759'AT THE JUNCTION OF A ROAD SOUTH (JUNCTION LOCALLY KNOWN AS
 GZ0759'PEOPLES CORNER), 85 1/2 FEET NORTH AND ACROSS THE ROAD FROM THE
 GZ0759'NORTHWEST CORNER OF A CONCRETE BLOCK HOUSE, 60 FEET NORTHEAST OF
 GZ0759'THE CENTER OF THE JUNCTION, 36 FEET EAST-NORTHEAST OF THE
 GZ0759'SOUTHEAST CORNER OF AN OLD STORE BUILDING, 33 FEET NORTH OF THE
 GZ0759'CENTER LINE OF THE ROAD, 3 1/2 FEET SOUTHEAST OF AN 8-INCH
 GZ0759'BLACK LOCUST TREE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 GZ0759'3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ0759'PROJECTING 4 INCHES.
 GZ0759
 GZ0759                          STATION RECOVERY (1958)
 GZ0759
 GZ0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1059 ***********************************************************************
 GZ1059  DESIGNATION -  G 177
 GZ1059  PID         -  GZ1059
 GZ1059  STATE/COUNTY-  KY/PULASKI
 GZ1059  USGS QUAD   -  WOODSTOCK (1979)
 GZ1059
 GZ1059                         *CURRENT SURVEY CONTROL
 GZ1059  ___________________________________________________________________
 GZ1059* NAD 83(1986)-  37 17 38.     (N)    084 30 13.     (W)     SCALED    
 GZ1059* NAVD 88     -       337.503  (meters)    1107.29   (feet)  ADJUSTED  
 GZ1059  ___________________________________________________________________
 GZ1059  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GZ1059  DYNAMIC HT  -         337.246 (meters)    1106.45  (feet)  COMP
 GZ1059  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 GZ1059
 GZ1059  VERT ORDER  -  SECOND    CLASS 0
 GZ1059
 GZ1059.The horizontal coordinates were scaled from a topographic map and have
 GZ1059.an estimated accuracy of +/- 6 seconds.
 GZ1059
 GZ1059.The orthometric height was determined by differential leveling
 GZ1059.and adjusted by the National Geodetic Survey in June 1991..
 GZ1059
 GZ1059.The geoid height was determined by GEOID03.
 GZ1059
 GZ1059.The dynamic height is computed by dividing the NAVD 88
 GZ1059.geopotential number by the normal gravity value computed on the
 GZ1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1059.degrees latitude (g = 980.6199 gals.).
 GZ1059
 GZ1059.The modeled gravity was interpolated from observed gravity values.
 GZ1059
 GZ1059;                    North         East    Units  Estimated Accuracy
 GZ1059;SPC KY1Z     - 1,107,340.    1,610,510.      MT  (+/- 180 meters Scaled)
 GZ1059
 GZ1059                          SUPERSEDED SURVEY CONTROL
 GZ1059
 GZ1059  NGVD 29 (??/??/92)  337.658  (m)         1107.80   (f) ADJ UNCH    2 0
 GZ1059
 GZ1059.Superseded values are not recommended for survey control.
 GZ1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1059.See file dsdata.txt to determine how the superseded data were derived.
 GZ1059
 GZ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG212303(NAD 83)
 GZ1059_MARKER: DB = BENCH MARK DISK
 GZ1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1059_STAMPING: G 177 1950 1107.800
 GZ1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1059+STABILITY: SURFACE MOTION
 GZ1059
 GZ1059  HISTORY     - Date     Condition        Report By
 GZ1059  HISTORY     - 1950     MONUMENTED       CGS
 GZ1059  HISTORY     - 1958     GOOD             NGS
 GZ1059  HISTORY     - 19840730 MARK NOT FOUND   USPSQD
 GZ1059
 GZ1059                          STATION DESCRIPTION
 GZ1059
 GZ1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1059'AT BANDY.
 GZ1059'AT BANDY, 197 FEET NORTHEAST OF THE CENTER OF THE CROSSROADS,
 GZ1059'167 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 39 FEET
 GZ1059'EAST OF THE CENTER LINE OF STATE HIGHWAY 39, 30 FEET EAST-NORTHEAST
 GZ1059'OF THE EAST END OF AN 18-INCH PIPE CULVERT UNDER HIGHWAY, 25 1/2
 GZ1059'FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 1 FOOT WEST
 GZ1059'OF A FENCE LINE, 6 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET
 GZ1059'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE
 GZ1059'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1059'THE CROSSROAD IS STATE HIGHWAY 70.
 GZ1059
 GZ1059                          STATION RECOVERY (1958)
 GZ1059
 GZ1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1059'RECOVERED IN GOOD CONDITION.
 GZ1059
 GZ1059                          STATION RECOVERY (1984)
 GZ1059
 GZ1059'RECOVERY NOTE BY US POWER SQUADRON 1984 (SRW)
 GZ1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5430 ***********************************************************************
 AI5430  DESIGNATION -  G 177 RESET
 AI5430  PID         -  AI5430
 AI5430  STATE/COUNTY-  KY/PULASKI
 AI5430  USGS QUAD   -  WOODSTOCK (1979)
 AI5430
 AI5430                         *CURRENT SURVEY CONTROL
 AI5430  ___________________________________________________________________
 AI5430* NAD 83(1986)-  37 17 38.     (N)    084 30 13.     (W)     SCALED    
 AI5430* NAVD 88     -       337.32   (meters)    1106.7    (feet)  RESET     
 AI5430  ___________________________________________________________________
 AI5430  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AI5430
 AI5430  VERT ORDER  -  THIRD
 AI5430
 AI5430.The horizontal coordinates were scaled from a topographic map and have
 AI5430.an estimated accuracy of +/- 6 seconds.
 AI5430
 AI5430.The orthometric height was computed from unverified reset data.
 AI5430.No vertical observational check was made to the station.
 AI5430
 AI5430.The geoid height was determined by GEOID03.
 AI5430
 AI5430;                    North         East    Units  Estimated Accuracy
 AI5430;SPC KY1Z     - 1,107,340.    1,610,510.      MT  (+/- 180 meters Scaled)
 AI5430
 AI5430                          SUPERSEDED SURVEY CONTROL
 AI5430
 AI5430.No superseded survey control is available for this station.
 AI5430
 AI5430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG212303(NAD 83)
 AI5430_MARKER: DV = VERTICAL CONTROL DISK
 AI5430_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI5430_SP_SET: HEADWALL
 AI5430_STAMPING: G 177 RESET 1980
 AI5430_MARK LOGO: NGS   
 AI5430_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5430+STABILITY: SURFACE MOTION
 AI5430
 AI5430  HISTORY     - Date     Condition        Report By
 AI5430  HISTORY     - 1980     MONUMENTED       NGS
 AI5430
 AI5430                          STATION DESCRIPTION
 AI5430
 AI5430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AI5430'ABOUT 20 FEET (6.1 M) NORTH OF THE JUNCTION OF STATE HIGHWAY 70 AND 39
 AI5430'AT BUNDY, 13 FEET (4.0 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY 39,
 AI5430'14 FEET (4.3 M) SOUTHEAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND
 AI5430'SET IN A DRILL HOLE IN THE TOP AND NORTH END OF A CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1001 ***********************************************************************
 GZ1001  DESIGNATION -  G 178
 GZ1001  PID         -  GZ1001
 GZ1001  STATE/COUNTY-  KY/PULASKI
 GZ1001  USGS QUAD   -  WOODSTOCK (1979)
 GZ1001
 GZ1001                         *CURRENT SURVEY CONTROL
 GZ1001  ___________________________________________________________________
 GZ1001* NAD 83(1986)-  37 16 33.     (N)    084 37 17.     (W)     SCALED    
 GZ1001* NAVD 88     -       327.858  (meters)    1075.65   (feet)  ADJUSTED  
 GZ1001  ___________________________________________________________________
 GZ1001  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GZ1001  DYNAMIC HT  -         327.602 (meters)    1074.81  (feet)  COMP
 GZ1001  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 GZ1001
 GZ1001  VERT ORDER  -  SECOND    CLASS 0
 GZ1001
 GZ1001.The horizontal coordinates were scaled from a topographic map and have
 GZ1001.an estimated accuracy of +/- 6 seconds.
 GZ1001
 GZ1001.The orthometric height was determined by differential leveling
 GZ1001.and adjusted by the National Geodetic Survey in June 1991..
 GZ1001
 GZ1001.The geoid height was determined by GEOID03.
 GZ1001
 GZ1001.The dynamic height is computed by dividing the NAVD 88
 GZ1001.geopotential number by the normal gravity value computed on the
 GZ1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1001.degrees latitude (g = 980.6199 gals.).
 GZ1001
 GZ1001.The modeled gravity was interpolated from observed gravity values.
 GZ1001
 GZ1001;                    North         East    Units  Estimated Accuracy
 GZ1001;SPC KY1Z     - 1,105,210.    1,600,090.      MT  (+/- 180 meters Scaled)
 GZ1001
 GZ1001                          SUPERSEDED SURVEY CONTROL
 GZ1001
 GZ1001  NGVD 29 (??/??/92)  328.005  (m)         1076.13   (f) ADJ UNCH    2 0
 GZ1001
 GZ1001.Superseded values are not recommended for survey control.
 GZ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1001.See file dsdata.txt to determine how the superseded data were derived.
 GZ1001
 GZ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG108281(NAD 83)
 GZ1001_MARKER: DB = BENCH MARK DISK
 GZ1001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1001_SP_SET: CULVERT
 GZ1001_STAMPING: G 178 1950 1076.130
 GZ1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1001
 GZ1001  HISTORY     - Date     Condition        Report By
 GZ1001  HISTORY     - 1950     MONUMENTED       CGS
 GZ1001  HISTORY     - 1958     GOOD             NGS
 GZ1001  HISTORY     - 1984     GOOD             KYDT
 GZ1001
 GZ1001                          STATION DESCRIPTION
 GZ1001
 GZ1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1001'2 MI E FROM EUBANK.
 GZ1001'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF
 GZ1001'U.S. HIGHWAY 27 AND EUBANK BAPTIST CHURCH AT EUBANK, ABOUT
 GZ1001'0.35 MILE EAST OF A CROSS ROAD, SET IN THE TOP OF THE NORTHEAST
 GZ1001'END OF THE NORTHWEST HEAD WALL OF A 12-FOOT CONCRETE CULVERT,
 GZ1001'20 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 GZ1001'2 FEET BELOW THE HIGHWAY.
 GZ1001
 GZ1001                          STATION RECOVERY (1958)
 GZ1001
 GZ1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1001'RECOVERED IN GOOD CONDITION.
 GZ1001
 GZ1001                          STATION RECOVERY (1984)
 GZ1001
 GZ1001'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0418 ***********************************************************************
 GZ0418  DESIGNATION -  G 179
 GZ0418  PID         -  GZ0418
 GZ0418  STATE/COUNTY-  KY/PULASKI
 GZ0418  USGS QUAD   -  SHOPVILLE (1987)
 GZ0418
 GZ0418                         *CURRENT SURVEY CONTROL
 GZ0418  ___________________________________________________________________
 GZ0418* NAD 83(1986)-  37 13 35.     (N)    084 26 39.     (W)     SCALED    
 GZ0418* NAVD 88     -       320.099  (meters)    1050.19   (feet)  ADJUSTED  
 GZ0418  ___________________________________________________________________
 GZ0418  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GZ0418  DYNAMIC HT  -         319.859 (meters)    1049.40  (feet)  COMP
 GZ0418  MODELED GRAV-     979,872.3   (mgal)                       NAVD 88
 GZ0418
 GZ0418  VERT ORDER  -  SECOND    CLASS 0
 GZ0418
 GZ0418.The horizontal coordinates were scaled from a topographic map and have
 GZ0418.an estimated accuracy of +/- 6 seconds.
 GZ0418
 GZ0418.The orthometric height was determined by differential leveling
 GZ0418.and adjusted by the National Geodetic Survey in June 1991..
 GZ0418
 GZ0418.The geoid height was determined by GEOID03.
 GZ0418
 GZ0418.The dynamic height is computed by dividing the NAVD 88
 GZ0418.geopotential number by the normal gravity value computed on the
 GZ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0418.degrees latitude (g = 980.6199 gals.).
 GZ0418
 GZ0418.The modeled gravity was interpolated from observed gravity values.
 GZ0418
 GZ0418;                    North         East    Units  Estimated Accuracy
 GZ0418;SPC KY1Z     - 1,099,930.    1,615,880.      MT  (+/- 180 meters Scaled)
 GZ0418
 GZ0418                          SUPERSEDED SURVEY CONTROL
 GZ0418
 GZ0418  NGVD 29 (??/??/92)  320.264  (m)         1050.73   (f) ADJ UNCH    2 0
 GZ0418
 GZ0418.Superseded values are not recommended for survey control.
 GZ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0418.See file dsdata.txt to determine how the superseded data were derived.
 GZ0418
 GZ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG267230(NAD 83)
 GZ0418_MARKER: DB = BENCH MARK DISK
 GZ0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0418_SP_SET: CULVERT
 GZ0418_STAMPING: G 179 1950 1050.733
 GZ0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0418
 GZ0418  HISTORY     - Date     Condition        Report By
 GZ0418  HISTORY     - 1950     MONUMENTED       CGS
 GZ0418  HISTORY     - 1958     GOOD             NGS
 GZ0418
 GZ0418                          STATION DESCRIPTION
 GZ0418
 GZ0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0418'5.8 MI N FROM SHOPVILLE.
 GZ0418'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0418'SHOPVILLE, THENCE ABOUT 1.45 MILES NORTHEAST ALONG A GRAVEL
 GZ0418'ROAD, THENCE ABOUT 0.6 MILE NORTHWEST ALONG A GRAVEL ROAD,
 GZ0418'THENCE ABOUT 3.55 MILES NORTH ALONG STATE HIGHWAY 461, ABOUT
 GZ0418'0.3 MILE NORTHJEAST OF LE ROY SCHOOL, AT THE JUNCTION OF A
 GZ0418'DIM ROAD EAST, SET IN THE TOP OF AN OUTCROP OF LIMESTONE, 57
 GZ0418'FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 51 1/2 FEET EAST
 GZ0418'OF THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH OF THE SOUTHWEST
 GZ0418'CORNER OF AN IMITATION BRICK HOUSE, 28 FEET SOUTHWEST OF THE
 GZ0418'CENTER OF A WELL, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD
 GZ0418'EAST, 31 FEET NORTHEAST OF THE NORTH END OF AN 18-INCH PIPE
 GZ0418'CULVERT UNDER ROAD EAST AND ABOUT 4 1/2 FEET ABOVE THE HIGHWAY.
 GZ0418
 GZ0418                          STATION RECOVERY (1958)
 GZ0418
 GZ0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0422 ***********************************************************************
 HB0422  DESIGNATION -  G 18
 HB0422  PID         -  HB0422
 HB0422  STATE/COUNTY-  KY/MCCRACKEN
 HB0422  USGS QUAD   -  PADUCAH EAST (1982)
 HB0422
 HB0422                         *CURRENT SURVEY CONTROL
 HB0422  ___________________________________________________________________
 HB0422* NAD 83(1986)-  37 05 00.     (N)    088 35 57.     (W)     SCALED    
 HB0422* NAVD 88     -       103.875  (meters)     340.80   (feet)  ADJUSTED  
 HB0422  ___________________________________________________________________
 HB0422  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HB0422  DYNAMIC HT  -         103.799 (meters)     340.55  (feet)  COMP
 HB0422  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 HB0422
 HB0422  VERT ORDER  -  FIRST     CLASS I
 HB0422
 HB0422.The horizontal coordinates were scaled from a topographic map and have
 HB0422.an estimated accuracy of +/- 6 seconds.
 HB0422
 HB0422.The orthometric height was determined by differential leveling
 HB0422.and adjusted by the National Geodetic Survey in June 1991..
 HB0422.WARNING-Repeat measurements at this control monument indicate possible
 HB0422.vertical movement.
 HB0422
 HB0422.The geoid height was determined by GEOID03.
 HB0422
 HB0422.The dynamic height is computed by dividing the NAVD 88
 HB0422.geopotential number by the normal gravity value computed on the
 HB0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0422.degrees latitude (g = 980.6199 gals.).
 HB0422
 HB0422.The modeled gravity was interpolated from observed gravity values.
 HB0422
 HB0422;                    North         East    Units  Estimated Accuracy
 HB0422;SPC KY1Z     - 1,087,110.    1,246,710.      MT  (+/- 180 meters Scaled)
 HB0422
 HB0422                          SUPERSEDED SURVEY CONTROL
 HB0422
 HB0422  NGVD 29 (??/??/??)  103.890  (m)          340.85   (f) ADJUSTED    1 1
 HB0422
 HB0422.Superseded values are not recommended for survey control.
 HB0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0422.See file dsdata.txt to determine how the superseded data were derived.
 HB0422
 HB0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG578053(NAD 83)
 HB0422_MARKER: DB = BENCH MARK DISK
 HB0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0422_STAMPING: G 18 1933
 HB0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0422+STABILITY: SURFACE MOTION
 HB0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0422+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 HB0422
 HB0422  HISTORY     - Date     Condition        Report By
 HB0422  HISTORY     - 1933     MONUMENTED       CGS
 HB0422  HISTORY     - 1968     GOOD             CGS
 HB0422  HISTORY     - 1972     GOOD             NGS
 HB0422  HISTORY     - 1978     GOOD             DOD
 HB0422  HISTORY     - 1978     GOOD             DOD
 HB0422  HISTORY     - 1978     GOOD             DOD
 HB0422  HISTORY     - 20031008 GOOD             USPSQD
 HB0422
 HB0422                          STATION DESCRIPTION
 HB0422
 HB0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0422'0.3 MI S FROM PADUCH.
 HB0422'ABOUT 0.1 MILE SOUTHWEST ALONG BROADWAY FROM THE POST OFFICE
 HB0422'AT PADUCAH, THENCE 0.2 MILE SOUTHEAST ALONG SOUTH 6TH STREET
 HB0422'WHICH IS U.S. HIGHWAYS 60 AND 62, AT THE SOUTH CORNER OF THE
 HB0422'INTERSECTION OF THE STREET AND WASHINGTON STREET, IN THE NORTH
 HB0422'CORNER OF THE MC CRACKEN COUNTY COURTHOUSE LAWN, 157 FEET NORTH OF
 HB0422'THE NORTH CORNER OF THE COURTHOUSE, 52 FEET SOUTHWEST OF THE
 HB0422'CENTERLINE OF SOUTH 6TH STREET, 36 1/2 FEET SOUTHEAST OF THE
 HB0422'CENTERLINE OF WASHINGTON STREET, 30 FEET SOUTHWEST OF A POWER
 HB0422'POLE WHICH BEARS A STREET LIGHT, 16 FEET SOUTH OF A FIRE
 HB0422'HYDRANT, 1 FOOT SOUTHEAST OF A 10-INCH CONCRETE RETAINING WALL,
 HB0422'ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREETS, AND SET IN THE TOP OF
 HB0422'A CONCRETE POST WHICH PROJECTS 5 INCHES.
 HB0422
 HB0422                          STATION RECOVERY (1972)
 HB0422
 HB0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0422'RECOVERED IN GOOD CONDITION.
 HB0422
 HB0422                          STATION RECOVERY (1978)
 HB0422
 HB0422'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 HB0422'RECOVERED IN GOOD CONDITION.
 HB0422
 HB0422                          STATION RECOVERY (1978)
 HB0422
 HB0422'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 HB0422'RECOVERED IN GOOD CONDITION.
 HB0422
 HB0422                          STATION RECOVERY (1978)
 HB0422
 HB0422'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 HB0422'RECOVERED IN GOOD CONDITION.
 HB0422
 HB0422                          STATION RECOVERY (2003)
 HB0422
 HB0422'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0422'IN DESCRIPTION ON HOW TO FIND.  CHANGE POST OFFICE TO FEDERAL BUILDING
 HB0422' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1076 ***********************************************************************
 GZ1076  DESIGNATION -  G 180
 GZ1076  PID         -  GZ1076
 GZ1076  STATE/COUNTY-  KY/PULASKI
 GZ1076  USGS QUAD   -  BOBTOWN (1987)
 GZ1076
 GZ1076                         *CURRENT SURVEY CONTROL
 GZ1076  ___________________________________________________________________
 GZ1076* NAD 83(1986)-  37 09 18.     (N)    084 32 06.     (W)     SCALED    
 GZ1076* NAVD 88     -       312.381  (meters)    1024.87   (feet)  ADJUSTED  
 GZ1076  ___________________________________________________________________
 GZ1076  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GZ1076  DYNAMIC HT  -         312.142 (meters)    1024.09  (feet)  COMP
 GZ1076  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 GZ1076
 GZ1076  VERT ORDER  -  SECOND    CLASS 0
 GZ1076
 GZ1076.The horizontal coordinates were scaled from a topographic map and have
 GZ1076.an estimated accuracy of +/- 6 seconds.
 GZ1076
 GZ1076.The orthometric height was determined by differential leveling
 GZ1076.and adjusted by the National Geodetic Survey in June 1991..
 GZ1076
 GZ1076.The geoid height was determined by GEOID03.
 GZ1076
 GZ1076.The dynamic height is computed by dividing the NAVD 88
 GZ1076.geopotential number by the normal gravity value computed on the
 GZ1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1076.degrees latitude (g = 980.6199 gals.).
 GZ1076
 GZ1076.The modeled gravity was interpolated from observed gravity values.
 GZ1076
 GZ1076;                    North         East    Units  Estimated Accuracy
 GZ1076;SPC KY1Z     - 1,091,900.    1,607,920.      MT  (+/- 180 meters Scaled)
 GZ1076
 GZ1076                          SUPERSEDED SURVEY CONTROL
 GZ1076
 GZ1076  NGVD 29 (??/??/92)  312.541  (m)         1025.39   (f) ADJ UNCH    2 0
 GZ1076
 GZ1076.Superseded values are not recommended for survey control.
 GZ1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1076.See file dsdata.txt to determine how the superseded data were derived.
 GZ1076
 GZ1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG188149(NAD 83)
 GZ1076_MARKER: DB = BENCH MARK DISK
 GZ1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1076_STAMPING: G 180 1950 1025.395
 GZ1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1076+STABILITY: SURFACE MOTION
 GZ1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1076+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 GZ1076
 GZ1076  HISTORY     - Date     Condition        Report By
 GZ1076  HISTORY     - 1950     MONUMENTED       CGS
 GZ1076  HISTORY     - 1958     GOOD             NGS
 GZ1076  HISTORY     - 1983     GOOD             KYDT
 GZ1076  HISTORY     - 20050509 GOOD             KYDT
 GZ1076
 GZ1076                          STATION DESCRIPTION
 GZ1076
 GZ1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1076'3.2 MI W FROM SHOPVILLE.
 GZ1076'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ1076'SHOPVILLE TO JUNCTION OF STATE HIGHWAY 461 AND A DIM ROAD NORTH,
 GZ1076'THENCE ABOUT 0.25 MILE NORTH ALONG DIM ROAD, THENCE ABOUT 0.75
 GZ1076'MILE WEST ALONG DIM DIRT ROAD, ABOUT 0.15 MILE WEST OF THE
 GZ1076'JUNCTION OF A ROAD SOUTH, AT A WHITE FRAME HOUSE, 185 FEET
 GZ1076'EAST OF THE JUNCTION OF A ROAD NORTH, 54 1/2 FEET SOUTH OF THE
 GZ1076'SOUTHWEST CORNER OF THE HOUSE, 41 FEET NORTHWEST AND ACROSS
 GZ1076'THE ROAD FROM NORTHEAST CORNER OF A BARN, 25 FEET NORTH OF THE
 GZ1076'CENTER LINE OF THE ROAD, 4 FEET EAST OF SOUTHWEST CORNER OF LAWN
 GZ1076'FENCE, 1 FOOT SOUTH OF LAWN FENCE, 1 1/2 FEET EAST OF A
 GZ1076'WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET
 GZ1076'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1076
 GZ1076                          STATION RECOVERY (1958)
 GZ1076
 GZ1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1076'RECOVERED IN GOOD CONDITION.
 GZ1076
 GZ1076                          STATION RECOVERY (1983)
 GZ1076
 GZ1076'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1076'RECOVERED IN GOOD CONDITION.
 GZ1076
 GZ1076                          STATION RECOVERY (2005)
 GZ1076
 GZ1076'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1076'MARK IS ABOUT 0.6 MILE NORTH ALONG KY 1317 FROM JUNCTION OF BARNESBURG
 GZ1076'ROAD (OLD KY 80), THENCE 0.2 MILE WEST ALONG COLEMAN ROAD, PROJECTING
 GZ1076'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0308 ***********************************************************************
 GZ0308  DESIGNATION -  G 181
 GZ0308  PID         -  GZ0308
 GZ0308  STATE/COUNTY-  KY/LAUREL
 GZ0308  USGS QUAD   -  LONDON (1969)
 GZ0308
 GZ0308                         *CURRENT SURVEY CONTROL
 GZ0308  ___________________________________________________________________
 GZ0308* NAD 83(1986)-  37 11 38.     (N)    084 05 17.     (W)     SCALED    
 GZ0308* NAVD 88     -       335.042  (meters)    1099.22   (feet)  ADJUSTED  
 GZ0308  ___________________________________________________________________
 GZ0308  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GZ0308  DYNAMIC HT  -         334.779 (meters)    1098.35  (feet)  COMP
 GZ0308  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 GZ0308
 GZ0308  VERT ORDER  -  SECOND    CLASS 0
 GZ0308
 GZ0308.The horizontal coordinates were scaled from a topographic map and have
 GZ0308.an estimated accuracy of +/- 6 seconds.
 GZ0308
 GZ0308.The orthometric height was determined by differential leveling
 GZ0308.and adjusted by the National Geodetic Survey in June 1991..
 GZ0308
 GZ0308.The geoid height was determined by GEOID03.
 GZ0308
 GZ0308.The dynamic height is computed by dividing the NAVD 88
 GZ0308.geopotential number by the normal gravity value computed on the
 GZ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0308.degrees latitude (g = 980.6199 gals.).
 GZ0308
 GZ0308.The modeled gravity was interpolated from observed gravity values.
 GZ0308
 GZ0308;                    North         East    Units  Estimated Accuracy
 GZ0308;SPC KY1Z     - 1,096,820.    1,647,550.      MT  (+/- 180 meters Scaled)
 GZ0308
 GZ0308                          SUPERSEDED SURVEY CONTROL
 GZ0308
 GZ0308  NGVD 29 (??/??/92)  335.196  (m)         1099.72   (f) ADJ UNCH    2 0
 GZ0308
 GZ0308.Superseded values are not recommended for survey control.
 GZ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0308.See file dsdata.txt to determine how the superseded data were derived.
 GZ0308
 GZ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG584203(NAD 83)
 GZ0308_MARKER: DB = BENCH MARK DISK
 GZ0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0308_STAMPING: G 181 1950 1099.722
 GZ0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0308+STABILITY: SURFACE MOTION
 GZ0308
 GZ0308  HISTORY     - Date     Condition        Report By
 GZ0308  HISTORY     - 1950     MONUMENTED       CGS
 GZ0308  HISTORY     - 1957     GOOD             NGS
 GZ0308
 GZ0308                          STATION DESCRIPTION
 GZ0308
 GZ0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0308'2.1 MI NE FROM EAST BERNSTADT.
 GZ0308'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE LOUISVILLE
 GZ0308'AND NASHVILLE RAILROAD STATION AT EAST BERNSTADT, THENCE ABOUT
 GZ0308'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 30, ABOUT 0.4 MILE
 GZ0308'WEST OF A SCHOOL, AT A DIM ROAD NORTH, 92 FEET EAST OF A 39-INCH
 GZ0308'MAPLE TREE, 51 FEET NORTHEAST OF THE CENTER OF THE JUNCTION,
 GZ0308'48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 41 1/2 FEET
 GZ0308'SOUTH OF THE SOUTH ONE OF TWO 8-INCH BLACK WALNUT TREES, 13
 GZ0308'FEET EAST OF THE CENTER LINE OF THE DIM ROAD NORTH, 1 1/2 FEET EAST
 GZ0308'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY
 GZ0308'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0308
 GZ0308                          STATION RECOVERY (1957)
 GZ0308
 GZ0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0371 ***********************************************************************
 GZ0371  DESIGNATION -  G 182
 GZ0371  PID         -  GZ0371
 GZ0371  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0371  USGS QUAD   -  LIVINGSTON (1969)
 GZ0371
 GZ0371                         *CURRENT SURVEY CONTROL
 GZ0371  ___________________________________________________________________
 GZ0371* NAD 83(1986)-  37 18 03.     (N)    084 09 37.     (W)     SCALED    
 GZ0371* NAVD 88     -       275.109  (meters)     902.59   (feet)  ADJUSTED  
 GZ0371  ___________________________________________________________________
 GZ0371  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GZ0371  DYNAMIC HT  -         274.902 (meters)     901.91  (feet)  COMP
 GZ0371  MODELED GRAV-     979,869.8   (mgal)                       NAVD 88
 GZ0371
 GZ0371  VERT ORDER  -  SECOND    CLASS 0
 GZ0371
 GZ0371.The horizontal coordinates were scaled from a topographic map and have
 GZ0371.an estimated accuracy of +/- 6 seconds.
 GZ0371
 GZ0371.The orthometric height was determined by differential leveling
 GZ0371.and adjusted by the National Geodetic Survey in June 1991..
 GZ0371
 GZ0371.The geoid height was determined by GEOID03.
 GZ0371
 GZ0371.The dynamic height is computed by dividing the NAVD 88
 GZ0371.geopotential number by the normal gravity value computed on the
 GZ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0371.degrees latitude (g = 980.6199 gals.).
 GZ0371
 GZ0371.The modeled gravity was interpolated from observed gravity values.
 GZ0371
 GZ0371;                    North         East    Units  Estimated Accuracy
 GZ0371;SPC KY1Z     - 1,108,580.    1,640,930.      MT  (+/- 180 meters Scaled)
 GZ0371
 GZ0371                          SUPERSEDED SURVEY CONTROL
 GZ0371
 GZ0371  NGVD 29 (??/??/92)  275.272  (m)          903.12   (f) ADJ UNCH    2 0
 GZ0371
 GZ0371.Superseded values are not recommended for survey control.
 GZ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0371.See file dsdata.txt to determine how the superseded data were derived.
 GZ0371
 GZ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG516320(NAD 83)
 GZ0371_MARKER: DB = BENCH MARK DISK
 GZ0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0371_SP_SET: BRIDGE
 GZ0371_STAMPING: G 182 1950 903.122
 GZ0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0371+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 GZ0371
 GZ0371  HISTORY     - Date     Condition        Report By
 GZ0371  HISTORY     - 1950     MONUMENTED       CGS
 GZ0371  HISTORY     - 1957     GOOD             NGS
 GZ0371  HISTORY     - 20050427 GOOD             KYTC
 GZ0371
 GZ0371                          STATION DESCRIPTION
 GZ0371
 GZ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0371'5 MI NW FROM VICTORY.
 GZ0371'ABOUT 4.95 MILES NORTHWEST ALONG U.S. HIGHWAY 25 FROM THE POST
 GZ0371'OFFICE AT VICTORY, AT THE LAUREL-ROCKCASTLE COUNTY LINE, SET IN
 GZ0371'THE TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF BRIDGE
 GZ0371'OVER ROCKCASTLE RIVER, 13 FEET NORTHEAST OF THE CENTER LINE OF
 GZ0371'THE HIGHWAY, 0.8 FOOT SOUTHWEST OF THE SOUTHWEST FACE OF STONE
 GZ0371'RAILING OF BRIDGE APPROACH AND ABOUT LEVEL WITH THE HIGHWAY.
 GZ0371'NOTE-- THE OLD U.S. HIGHWAY 25 IS NOW STATE HIGHWAY 490.
 GZ0371
 GZ0371                          STATION RECOVERY (1957)
 GZ0371
 GZ0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0371'RECOVERED IN GOOD CONDITION.
 GZ0371
 GZ0371                          STATION RECOVERY (2005)
 GZ0371
 GZ0371'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2657 ***********************************************************************
 GY2657  DESIGNATION -  G 183
 GY2657  PID         -  GY2657
 GY2657  STATE/COUNTY-  KY/LAUREL
 GY2657  USGS QUAD   -  BLACKWATER (1979)
 GY2657
 GY2657                         *CURRENT SURVEY CONTROL
 GY2657  ___________________________________________________________________
 GY2657* NAD 83(1986)-  37 06 43.     (N)    083 57 23.     (W)     SCALED    
 GY2657* NAVD 88     -       350.275  (meters)    1149.19   (feet)  ADJUSTED  
 GY2657  ___________________________________________________________________
 GY2657  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GY2657  DYNAMIC HT  -         349.992 (meters)    1148.27  (feet)  COMP
 GY2657  MODELED GRAV-     979,813.5   (mgal)                       NAVD 88
 GY2657
 GY2657  VERT ORDER  -  SECOND    CLASS 0
 GY2657
 GY2657.The horizontal coordinates were scaled from a topographic map and have
 GY2657.an estimated accuracy of +/- 6 seconds.
 GY2657
 GY2657.The orthometric height was determined by differential leveling
 GY2657.and adjusted by the National Geodetic Survey in June 1991..
 GY2657
 GY2657.The geoid height was determined by GEOID03.
 GY2657
 GY2657.The dynamic height is computed by dividing the NAVD 88
 GY2657.geopotential number by the normal gravity value computed on the
 GY2657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2657.degrees latitude (g = 980.6199 gals.).
 GY2657
 GY2657.The modeled gravity was interpolated from observed gravity values.
 GY2657
 GY2657;                    North         East    Units  Estimated Accuracy
 GY2657;SPC KY1Z     - 1,087,950.    1,659,410.      MT  (+/- 180 meters Scaled)
 GY2657
 GY2657                          SUPERSEDED SURVEY CONTROL
 GY2657
 GY2657  NGVD 29 (??/??/92)  350.427  (m)         1149.69   (f) ADJ UNCH    2 0
 GY2657
 GY2657.Superseded values are not recommended for survey control.
 GY2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2657.See file dsdata.txt to determine how the superseded data were derived.
 GY2657
 GY2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB373113(NAD 83)
 GY2657_MARKER: DB = BENCH MARK DISK
 GY2657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2657_SP_SET: CULVERT
 GY2657_STAMPING: G 183 1950 1149.693
 GY2657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2657
 GY2657  HISTORY     - Date     Condition        Report By
 GY2657  HISTORY     - 1950     MONUMENTED       CGS
 GY2657  HISTORY     - 1957     GOOD             NGS
 GY2657
 GY2657                          STATION DESCRIPTION
 GY2657
 GY2657'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2657'3 MI NW FROM LIDA.
 GY2657'ABOUT 1.35 MILES NORTHWEST ALONG A DIRT ROAD FROM THE PROVIDENCE
 GY2657'BAPTIST CHURCH AT LIDA, THENCE ABOUT 1.6 MILES NORTHWEST ALONG A
 GY2657'GRAVEL ROAD, ABOUT 0.15 MILE SOUTHEAST OF THE JUNCTION OF A ROAD
 GY2657'LEADING NORTHWEST AND A CURVE IN MAIN ROAD WITH TANGENTS EXTENDING
 GY2657'SOUTHEAST AND NORTHEAST, SET IN THE TOP OF THE SOUTHEAST END OF
 GY2657'THE NORTHEAST HEAD WALL OF A 6-FOOT CONCRETE AND STONE CULVERT
 GY2657'OVER A SMALL STREAM, 10 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 GY2657'THE ROAD AND ABOUT LEVEL WITH THE ROAD.
 GY2657
 GY2657                          STATION RECOVERY (1957)
 GY2657
 GY2657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0318 ***********************************************************************
 GZ0318  DESIGNATION -  G 184
 GZ0318  PID         -  GZ0318
 GZ0318  STATE/COUNTY-  KY/JACKSON
 GZ0318  USGS QUAD   -  PARROT (1976)
 GZ0318
 GZ0318                         *CURRENT SURVEY CONTROL
 GZ0318  ___________________________________________________________________
 GZ0318* NAD 83(1986)-  37 17 19.     (N)    084 03 00.     (W)     SCALED    
 GZ0318* NAVD 88     -       291.504  (meters)     956.38   (feet)  ADJUSTED  
 GZ0318  ___________________________________________________________________
 GZ0318  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GZ0318  DYNAMIC HT  -         291.277 (meters)     955.63  (feet)  COMP
 GZ0318  MODELED GRAV-     979,844.6   (mgal)                       NAVD 88
 GZ0318
 GZ0318  VERT ORDER  -  SECOND    CLASS 0
 GZ0318
 GZ0318.The horizontal coordinates were scaled from a topographic map and have
 GZ0318.an estimated accuracy of +/- 6 seconds.
 GZ0318
 GZ0318.The orthometric height was determined by differential leveling
 GZ0318.and adjusted by the National Geodetic Survey in June 1991..
 GZ0318
 GZ0318.The geoid height was determined by GEOID03.
 GZ0318
 GZ0318.The dynamic height is computed by dividing the NAVD 88
 GZ0318.geopotential number by the normal gravity value computed on the
 GZ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0318.degrees latitude (g = 980.6199 gals.).
 GZ0318
 GZ0318.The modeled gravity was interpolated from observed gravity values.
 GZ0318
 GZ0318;                    North         East    Units  Estimated Accuracy
 GZ0318;SPC KY1Z     - 1,107,390.    1,650,730.      MT  (+/- 180 meters Scaled)
 GZ0318
 GZ0318                          SUPERSEDED SURVEY CONTROL
 GZ0318
 GZ0318  NGVD 29 (??/??/92)  291.663  (m)          956.90   (f) ADJ UNCH    2 0
 GZ0318
 GZ0318.Superseded values are not recommended for survey control.
 GZ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0318.See file dsdata.txt to determine how the superseded data were derived.
 GZ0318
 GZ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG615309(NAD 83)
 GZ0318_MARKER: DB = BENCH MARK DISK
 GZ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0318_STAMPING: G 184 1950 956.898
 GZ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0318+STABILITY: SURFACE MOTION
 GZ0318
 GZ0318  HISTORY     - Date     Condition        Report By
 GZ0318  HISTORY     - 1950     MONUMENTED       CGS
 GZ0318  HISTORY     - 1957     GOOD             NGS
 GZ0318  HISTORY     - 20050425 MARK NOT FOUND   KYTC
 GZ0318
 GZ0318                          STATION DESCRIPTION
 GZ0318
 GZ0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0318'AT PEOPLES.
 GZ0318'AT PEOPLES, ALONG STATE HIGHWAY 30, ABOUT 0.3 MILE NORTHEAST OF
 GZ0318'BRIDGE OVER POND CREEK, 50 FEET NORTHWEST OF THE CENTER LINE
 GZ0318'OF THE HIGHWAY, 52 FEET WEST OF THE CENTER OF A ROAD JUNCTION,
 GZ0318'65 FEET SOUTH AND ACROSS ROAD FROM A TWO STORY FRAME HOUSE,
 GZ0318'33 FEET SOUTHWEST AND ACROSS ROAD FROM WEST CORNER OF POST
 GZ0318'OFFICE BUILDING, 16 FEET SOUTHWEST OF THE CENTER LINE OF ROAD
 GZ0318'NORTHWEST, 13 FEET NORTHWEST OF A FENCE CORNER, 1 1/2 FEET
 GZ0318'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 GZ0318'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0318
 GZ0318                          STATION RECOVERY (1957)
 GZ0318
 GZ0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0318'RECOVERED IN GOOD CONDITION.
 GZ0318
 GZ0318                          STATION RECOVERY (2005)
 GZ0318
 GZ0318'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2650 ***********************************************************************
 GY2650  DESIGNATION -  G 185
 GY2650  PID         -  GY2650
 GY2650  STATE/COUNTY-  KY/CLAY
 GY2650  USGS QUAD   -  MANCHESTER (1979)
 GY2650
 GY2650                         *CURRENT SURVEY CONTROL
 GY2650  ___________________________________________________________________
 GY2650* NAD 83(1986)-  37 14 32.     (N)    083 50 59.     (W)     SCALED    
 GY2650* NAVD 88     -       289.355  (meters)     949.33   (feet)  ADJUSTED  
 GY2650  ___________________________________________________________________
 GY2650  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GY2650  DYNAMIC HT  -         289.128 (meters)     948.58  (feet)  COMP
 GY2650  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GY2650
 GY2650  VERT ORDER  -  SECOND    CLASS 0
 GY2650
 GY2650.The horizontal coordinates were scaled from a topographic map and have
 GY2650.an estimated accuracy of +/- 6 seconds.
 GY2650
 GY2650.The orthometric height was determined by differential leveling
 GY2650.and adjusted by the National Geodetic Survey in June 1991..
 GY2650
 GY2650.The geoid height was determined by GEOID03.
 GY2650
 GY2650.The dynamic height is computed by dividing the NAVD 88
 GY2650.geopotential number by the normal gravity value computed on the
 GY2650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2650.degrees latitude (g = 980.6199 gals.).
 GY2650
 GY2650.The modeled gravity was interpolated from observed gravity values.
 GY2650
 GY2650;                    North         East    Units  Estimated Accuracy
 GY2650;SPC KY1Z     - 1,102,590.    1,668,590.      MT  (+/- 180 meters Scaled)
 GY2650
 GY2650                          SUPERSEDED SURVEY CONTROL
 GY2650
 GY2650  NGVD 29 (??/??/92)  289.511  (m)          949.84   (f) ADJ UNCH    2 0
 GY2650
 GY2650.Superseded values are not recommended for survey control.
 GY2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2650.See file dsdata.txt to determine how the superseded data were derived.
 GY2650
 GY2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB472255(NAD 83)
 GY2650_MARKER: DB = BENCH MARK DISK
 GY2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2650_STAMPING: G 185 1950 949.837
 GY2650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2650+STABILITY: SURFACE MOTION
 GY2650
 GY2650  HISTORY     - Date     Condition        Report By
 GY2650  HISTORY     - 1950     MONUMENTED       CGS
 GY2650  HISTORY     - 1957     GOOD             NGS
 GY2650
 GY2650                          STATION DESCRIPTION
 GY2650
 GY2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2650'2 MI W FROM BURNING SPRINGS.
 GY2650'ABOUT 2.05 MILES WEST ALONG STATE HIGHWAY 472 FROM THE JUNCTION
 GY2650'OF U.S. HIGHWAY 421 AT BURNING SPRINGS, ABOUT 1.05 MILES WEST
 GY2650'OF MACEDONIA CHURCH AND CEMETERY, AT A DIM ROAD SOUTH, 59 FEET
 GY2650'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE OWNED BY TOM NAPIER,
 GY2650'41 FEET SOUTH OF THE CENTER OF THE JUNCTION, 24 FEET SOUTHEAST
 GY2650'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET WEST OF THE CENTER
 GY2650'LINE OF THE ROAD SOUTH, 1 FOOT NORTH OF A FENCE CORNER, 1 1/2 FEET
 GY2650'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GY2650'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GY2650
 GY2650                          STATION RECOVERY (1957)
 GY2650
 GY2650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2738 ***********************************************************************
 GY2738  DESIGNATION -  G 188
 GY2738  PID         -  GY2738
 GY2738  STATE/COUNTY-  KY/LESLIE
 GY2738  USGS QUAD   -  BIG CREEK (1979)
 GY2738
 GY2738                         *CURRENT SURVEY CONTROL
 GY2738  ___________________________________________________________________
 GY2738* NAD 83(1986)-  37 13 20.     (N)    083 30 18.     (W)     SCALED    
 GY2738* NAVD 88     -       311.649  (meters)    1022.47   (feet)  ADJUSTED  
 GY2738  ___________________________________________________________________
 GY2738  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GY2738  DYNAMIC HT  -         311.394 (meters)    1021.63  (feet)  COMP
 GY2738  MODELED GRAV-     979,802.8   (mgal)                       NAVD 88
 GY2738
 GY2738  VERT ORDER  -  SECOND    CLASS 0
 GY2738
 GY2738.The horizontal coordinates were scaled from a topographic map and have
 GY2738.an estimated accuracy of +/- 6 seconds.
 GY2738
 GY2738.The orthometric height was determined by differential leveling
 GY2738.and adjusted by the National Geodetic Survey in June 1991..
 GY2738
 GY2738.The geoid height was determined by GEOID03.
 GY2738
 GY2738.The dynamic height is computed by dividing the NAVD 88
 GY2738.geopotential number by the normal gravity value computed on the
 GY2738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2738.degrees latitude (g = 980.6199 gals.).
 GY2738
 GY2738.The modeled gravity was interpolated from observed gravity values.
 GY2738
 GY2738;                    North         East    Units  Estimated Accuracy
 GY2738;SPC KY1Z     - 1,101,050.    1,699,220.      MT  (+/- 180 meters Scaled)
 GY2738
 GY2738                          SUPERSEDED SURVEY CONTROL
 GY2738
 GY2738  NGVD 29 (??/??/92)  311.803  (m)         1022.97   (f) ADJ UNCH    2 0
 GY2738
 GY2738.Superseded values are not recommended for survey control.
 GY2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2738.See file dsdata.txt to determine how the superseded data were derived.
 GY2738
 GY2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB777224(NAD 83)
 GY2738_MARKER: DB = BENCH MARK DISK
 GY2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2738_STAMPING: G 188 1950 1022.974
 GY2738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2738+STABILITY: SURFACE MOTION
 GY2738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY2738+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 GY2738
 GY2738  HISTORY     - Date     Condition        Report By
 GY2738  HISTORY     - 1950     MONUMENTED       CGS
 GY2738  HISTORY     - 1957     GOOD             NGS
 GY2738  HISTORY     - 20020328 GOOD             KYDT
 GY2738
 GY2738                          STATION DESCRIPTION
 GY2738
 GY2738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2738'AT SIZEROCK.
 GY2738'AT SIZEROCK, AT THE SCHOOL, ABOUT 0.55 MILE SOUTHEAST OF GREEN
 GY2738'BURNS STORE, 0.45 MILE SOUTHEAST OF THE JUNCTION OF A ROAD
 GY2738'NORTHEAST, 100 FEET SOUTH OF THE CENTER OF A NEW ROAD, 15 FEET
 GY2738'SOUTHWEST OF THE SOUTH CORNER OF THE SCHOOL BUILDING, 1.5 FEET
 GY2738'NORTHWEST OF A FENCE LINE, 15 FEET BELOW THE LEVEL OF NEW ROAD.
 GY2738
 GY2738                          STATION RECOVERY (2002)
 GY2738
 GY2738'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2738'MARK IS 59.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF A ONE STORY
 GY2738'BRICK GARAGE/OFFICE BUILDING FOR CARL BARNES AUTO SALES, 43.2 FEET
 GY2738'SOUTHEAST OF THE WESTERN MOST WOODEN FENCE POST FOR PLANK FENCE, 2.3
 GY2738'FEET SOUTHWEST OF NORTHEAST EDGE OF BLACKTOP PARKING LOT AND LEVEL
 GY2738'WITH PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2467 ***********************************************************************
 GY2467  DESIGNATION -  G 189
 GY2467  PID         -  GY2467
 GY2467  STATE/COUNTY-  KY/CLAY
 GY2467  USGS QUAD   -  HIMA (1979)
 GY2467
 GY2467                         *CURRENT SURVEY CONTROL
 GY2467  ___________________________________________________________________
 GY2467* NAD 83(1986)-  37 03 10.     (N)    083 48 34.     (W)     SCALED    
 GY2467* NAVD 88     -       269.380  (meters)     883.79   (feet)  ADJUSTED  
 GY2467  ___________________________________________________________________
 GY2467  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GY2467  DYNAMIC HT  -         269.164 (meters)     883.08  (feet)  COMP
 GY2467  MODELED GRAV-     979,821.1   (mgal)                       NAVD 88
 GY2467
 GY2467  VERT ORDER  -  SECOND    CLASS 0
 GY2467
 GY2467.The horizontal coordinates were scaled from a topographic map and have
 GY2467.an estimated accuracy of +/- 6 seconds.
 GY2467
 GY2467.The orthometric height was determined by differential leveling
 GY2467.and adjusted by the National Geodetic Survey in June 1991..
 GY2467
 GY2467.The geoid height was determined by GEOID03.
 GY2467
 GY2467.The dynamic height is computed by dividing the NAVD 88
 GY2467.geopotential number by the normal gravity value computed on the
 GY2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2467.degrees latitude (g = 980.6199 gals.).
 GY2467
 GY2467.The modeled gravity was interpolated from observed gravity values.
 GY2467
 GY2467;                    North         East    Units  Estimated Accuracy
 GY2467;SPC KY1Z     - 1,081,640.    1,672,600.      MT  (+/- 180 meters Scaled)
 GY2467
 GY2467                          SUPERSEDED SURVEY CONTROL
 GY2467
 GY2467  NGVD 29 (??/??/92)  269.538  (m)          884.31   (f) ADJ UNCH    2 0
 GY2467
 GY2467.Superseded values are not recommended for survey control.
 GY2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2467.See file dsdata.txt to determine how the superseded data were derived.
 GY2467
 GY2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB501044(NAD 83)
 GY2467_MARKER: DB = BENCH MARK DISK
 GY2467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2467_SP_SET: BRIDGE
 GY2467_STAMPING: G 189 1950 884.309
 GY2467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2467
 GY2467  HISTORY     - Date     Condition        Report By
 GY2467  HISTORY     - 1950     MONUMENTED       CGS
 GY2467  HISTORY     - 1957     POOR             NGS
 GY2467
 GY2467                          STATION DESCRIPTION
 GY2467
 GY2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2467'1 MI S FROM COTTONGIN.
 GY2467'ABOUT 1.05 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY2467'FROM THE CROSSING OF STATE HIGHWAY 11 AT COTTONGIN, SET IN THE TOP
 GY2467'OF THE NORTH END OF THE EAST HEAD WALL OF A 12-FOOT CONCRETE HIGHWAY
 GY2467'11 BRIDGE OVER ROCK HOUSE BRANCH, ABOUT 250 FEET SOUTHWEST AND
 GY2467'ACROSS TRACK FROM MILE POST 201, 154 FEET WEST OF THE WEST RAIL,
 GY2467'15 FEET EAST OF THE CENTER LINE OF HIGHWAY 11, AND ABOUT 3
 GY2467'FEET BELOW THE TRACK.
 GY2467
 GY2467                          STATION RECOVERY (1957)
 GY2467
 GY2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2467'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1754 ***********************************************************************
 GC1754  DESIGNATION -  G 19
 GC1754  PID         -  GC1754
 GC1754  STATE/COUNTY-  KY/TRIGG
 GC1754  USGS QUAD   -  GRACEY (1974)
 GC1754
 GC1754                         *CURRENT SURVEY CONTROL
 GC1754  ___________________________________________________________________
 GC1754* NAD 83(1986)-  36 52 51.     (N)    087 42 07.     (W)     SCALED    
 GC1754* NAVD 88     -       150.597  (meters)     494.08   (feet)  ADJUSTED  
 GC1754  ___________________________________________________________________
 GC1754  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1754  DYNAMIC HT  -         150.480 (meters)     493.70  (feet)  COMP
 GC1754  MODELED GRAV-     979,852.4   (mgal)                       NAVD 88
 GC1754
 GC1754  VERT ORDER  -  FIRST     CLASS I
 GC1754
 GC1754.The horizontal coordinates were scaled from a topographic map and have
 GC1754.an estimated accuracy of +/- 6 seconds.
 GC1754
 GC1754.The orthometric height was determined by differential leveling
 GC1754.and adjusted by the National Geodetic Survey in June 1991..
 GC1754.WARNING-Repeat measurements at this control monument indicate possible
 GC1754.vertical movement.
 GC1754
 GC1754.The geoid height was determined by GEOID03.
 GC1754
 GC1754.The dynamic height is computed by dividing the NAVD 88
 GC1754.geopotential number by the normal gravity value computed on the
 GC1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1754.degrees latitude (g = 980.6199 gals.).
 GC1754
 GC1754.The modeled gravity was interpolated from observed gravity values.
 GC1754
 GC1754;                    North         East    Units  Estimated Accuracy
 GC1754;SPC KY1Z     - 1,062,590.    1,325,990.      MT  (+/- 180 meters Scaled)
 GC1754
 GC1754                          SUPERSEDED SURVEY CONTROL
 GC1754
 GC1754  NGVD 29 (??/??/92)  150.668  (m)          494.32   (f) ADJ UNCH    1 1
 GC1754
 GC1754.Superseded values are not recommended for survey control.
 GC1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1754.See file dsdata.txt to determine how the superseded data were derived.
 GC1754
 GC1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF374818(NAD 83)
 GC1754_MARKER: DB = BENCH MARK DISK
 GC1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1754_STAMPING: G 19 1934
 GC1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1754+STABILITY: SURFACE MOTION
 GC1754
 GC1754  HISTORY     - Date     Condition        Report By
 GC1754  HISTORY     - 1934     MONUMENTED       CGS
 GC1754  HISTORY     - 1968     GOOD             NGS
 GC1754
 GC1754                          STATION DESCRIPTION
 GC1754
 GC1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1754'3 MI W FROM GRACEY.
 GC1754'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1754'STATION AT GRACEY, THENCE 2.6 MILES WEST ALONG U.S. HIGHWAY 68
 GC1754'AND STATE HIGHWAY 80, THENCE 0.15 MILE SOUTH ALONG A PRIVATE
 GC1754'ROAD, 22 1/2 FEET WEST OF THE CENTERLINE OF THE ROAD, 36 FEET
 GC1754'SOUTHWEST OF THE CENTER OF A CROSSING OF THE ROAD AND THE CADIZ
 GC1754'RAILROAD, 23 FEET SOUTH OF THE SOUTH RAIL, 56 FEET NORTHWEST AND
 GC1754'ACROSS THE ROAD FROM A WOODEN BUILDING, 12 FEET NORTHWEST OF AN
 GC1754'ELM TREE, 8 FEET NORTH OF A 3 FORKED ELM TREE WHICH SERVES AS A
 GC1754'FENCE CORNER, 6 1/2 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE
 GC1754'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 GC1754'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2773 ***********************************************************************
 GY2773  DESIGNATION -  G 190
 GY2773  PID         -  GY2773
 GY2773  STATE/COUNTY-  KY/CLAY
 GY2773  USGS QUAD   -  OGLE (1979)
 GY2773
 GY2773                         *CURRENT SURVEY CONTROL
 GY2773  ___________________________________________________________________
 GY2773* NAD 83(1986)-  37 02 30.     (N)    083 43 22.     (W)     SCALED    
 GY2773* NAVD 88     -       401.692  (meters)    1317.88   (feet)  ADJUSTED  
 GY2773  ___________________________________________________________________
 GY2773  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GY2773  DYNAMIC HT  -         401.369 (meters)    1316.82  (feet)  COMP
 GY2773  MODELED GRAV-     979,815.6   (mgal)                       NAVD 88
 GY2773
 GY2773  VERT ORDER  -  SECOND    CLASS 0
 GY2773
 GY2773.The horizontal coordinates were scaled from a topographic map and have
 GY2773.an estimated accuracy of +/- 6 seconds.
 GY2773
 GY2773.The orthometric height was determined by differential leveling
 GY2773.and adjusted by the National Geodetic Survey in June 1991..
 GY2773
 GY2773.The geoid height was determined by GEOID03.
 GY2773
 GY2773.The dynamic height is computed by dividing the NAVD 88
 GY2773.geopotential number by the normal gravity value computed on the
 GY2773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2773.degrees latitude (g = 980.6199 gals.).
 GY2773
 GY2773.The modeled gravity was interpolated from observed gravity values.
 GY2773
 GY2773;                    North         East    Units  Estimated Accuracy
 GY2773;SPC KY1Z     - 1,080,570.    1,680,340.      MT  (+/- 180 meters Scaled)
 GY2773
 GY2773                          SUPERSEDED SURVEY CONTROL
 GY2773
 GY2773  NGVD 29 (??/??/92)  401.853  (m)         1318.41   (f) ADJ UNCH    2 0
 GY2773
 GY2773.Superseded values are not recommended for survey control.
 GY2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2773.See file dsdata.txt to determine how the superseded data were derived.
 GY2773
 GY2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB578029(NAD 83)
 GY2773_MARKER: DB = BENCH MARK DISK
 GY2773_SETTING: 66 = SET IN ROCK OUTCROP
 GY2773_SP_SET: ROCK OUTCROP
 GY2773_STAMPING: G 190 1950
 GY2773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2773+STABILITY: POSITION/ELEVATION WELL
 GY2773
 GY2773  HISTORY     - Date     Condition        Report By
 GY2773  HISTORY     - 1950     MONUMENTED       CGS
 GY2773  HISTORY     - 1957     MARK NOT FOUND   NGS
 GY2773
 GY2773                          STATION DESCRIPTION
 GY2773
 GY2773'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2773'1.4 MI NW FROM OGLE.
 GY2773'ABOUT 0.15 MILE NORTHEAST ALONG A NARROW GRAVEL ROAD FROM BRIDGE
 GY2773'OVER A CREEK AND POST OFFICE AT OGLE, THENCE ABOUT 1.25 MILES
 GY2773'WEST AND NORTHWEST ALONG A TRAIL, AT SOUTHEAST END OF A CLEARING
 GY2773'ALONG A SMALL CREEK, AT SOUTHEAST CORNER OF WILLIAM SMALLWOOD
 GY2773'PROPERTY, IN THE TOP OF AN OUTCROP OF SANDSTONE, 72 FEET
 GY2773'NORTHEAST OF CENTER OF MAIN STREAM BED, 17 FEET SOUTHWEST OF
 GY2773'SOUTHWEST END OF A LARGE PROMINENT FLAT ROAK ABOUT 50 BY 40 FEET,
 GY2773'6.8 FEET WEST OF A TRAINGULAR BLAZED 10-INCH MAPLE TREE, 8 FEET
 GY2773'EAST OF A TRIANGULAR BLAZED WALNUT TREE AND ABOUT 4 FEET ABOVE
 GY2773'GROUND AND TRAIL.  NOTE-- DUE TO THE CONDITION OF THE ROAD,
 GY2773'A JEEP COULD NOT GET THROUGH.
 GY2773
 GY2773                          STATION RECOVERY (1957)
 GY2773
 GY2773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0257 ***********************************************************************
 GB0257  DESIGNATION -  G 192
 GB0257  PID         -  GB0257
 GB0257  STATE/COUNTY-  KY/MCCREARY
 GB0257  USGS QUAD   -  WHITLEY CITY (1982)
 GB0257
 GB0257                         *CURRENT SURVEY CONTROL
 GB0257  ___________________________________________________________________
 GB0257* NAD 83(1986)-  36 43 41.     (N)    084 24 12.     (W)     SCALED    
 GB0257* NAVD 88     -       309.717  (meters)    1016.13   (feet)  ADJUSTED  
 GB0257  ___________________________________________________________________
 GB0257  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB0257  DYNAMIC HT  -         309.469 (meters)    1015.32  (feet)  COMP
 GB0257  MODELED GRAV-     979,820.9   (mgal)                       NAVD 88
 GB0257
 GB0257  VERT ORDER  -  SECOND    CLASS 0
 GB0257
 GB0257.The horizontal coordinates were scaled from a topographic map and have
 GB0257.an estimated accuracy of +/- 6 seconds.
 GB0257
 GB0257.The orthometric height was determined by differential leveling
 GB0257.and adjusted by the National Geodetic Survey in June 1991..
 GB0257
 GB0257.The geoid height was determined by GEOID03.
 GB0257
 GB0257.The dynamic height is computed by dividing the NAVD 88
 GB0257.geopotential number by the normal gravity value computed on the
 GB0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0257.degrees latitude (g = 980.6199 gals.).
 GB0257
 GB0257.The modeled gravity was interpolated from observed gravity values.
 GB0257
 GB0257;                    North         East    Units  Estimated Accuracy
 GB0257;SPC KY1Z     - 1,044,680.    1,620,300.      MT  (+/- 180 meters Scaled)
 GB0257
 GB0257                          SUPERSEDED SURVEY CONTROL
 GB0257
 GB0257  NGVD 29 (??/??/92)  309.861  (m)         1016.60   (f) ADJ UNCH    2 0
 GB0257
 GB0257.Superseded values are not recommended for survey control.
 GB0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0257.See file dsdata.txt to determine how the superseded data were derived.
 GB0257
 GB0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF318678(NAD 83)
 GB0257_MARKER: DB = BENCH MARK DISK
 GB0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0257_SP_SET: ABUTMENT
 GB0257_STAMPING: G 192 1950 1016.602
 GB0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0257
 GB0257  HISTORY     - Date     Condition        Report By
 GB0257  HISTORY     - 1950     MONUMENTED       CGS
 GB0257  HISTORY     - 1957     GOOD             NGS
 GB0257
 GB0257                          STATION DESCRIPTION
 GB0257
 GB0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0257'4.6 MI E FROM WHITLEY CITY.
 GB0257'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE COURT HOUSE AT
 GB0257'WHITLEY CITY, THENCE ABOUT 4.35 MILES EAST ALONG A BLACK TOP AND
 GB0257'GRAVEL ROAD, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 GB0257'ABUTMENT OF A BRIDGE OVER LAUREL CREEK, 8 FEET NORTHEAST OF THE
 GB0257'CENTER LINE OF THE ROAD, 1/2 FOOT SOUTHEAST OF THE NORTHWEST EDGE
 GB0257'OF ABUTMENT AND ABOUT 1 1/2 FEET BELOW THE ROAD.
 GB0257
 GB0257                          STATION RECOVERY (1957)
 GB0257
 GB0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0368 ***********************************************************************
 GB0368  DESIGNATION -  G 193
 GB0368  PID         -  GB0368
 GB0368  STATE/COUNTY-  KY/MCCREARY
 GB0368  USGS QUAD   -  WIBORG (1981)
 GB0368
 GB0368                         *CURRENT SURVEY CONTROL
 GB0368  ___________________________________________________________________
 GB0368* NAD 83(1986)-  36 46 04.     (N)    084 24 08.     (W)     SCALED    
 GB0368* NAVD 88     -       382.509  (meters)    1254.95   (feet)  ADJUSTED  
 GB0368  ___________________________________________________________________
 GB0368  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GB0368  DYNAMIC HT  -         382.207 (meters)    1253.96  (feet)  COMP
 GB0368  MODELED GRAV-     979,827.5   (mgal)                       NAVD 88
 GB0368
 GB0368  VERT ORDER  -  SECOND    CLASS 0
 GB0368
 GB0368.The horizontal coordinates were scaled from a topographic map and have
 GB0368.an estimated accuracy of +/- 6 seconds.
 GB0368
 GB0368.The orthometric height was determined by differential leveling
 GB0368.and adjusted by the National Geodetic Survey in June 1991..
 GB0368
 GB0368.The geoid height was determined by GEOID03.
 GB0368
 GB0368.The dynamic height is computed by dividing the NAVD 88
 GB0368.geopotential number by the normal gravity value computed on the
 GB0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0368.degrees latitude (g = 980.6199 gals.).
 GB0368
 GB0368.The modeled gravity was interpolated from observed gravity values.
 GB0368
 GB0368;                    North         East    Units  Estimated Accuracy
 GB0368;SPC KY1Z     - 1,049,090.    1,620,340.      MT  (+/- 180 meters Scaled)
 GB0368
 GB0368                          SUPERSEDED SURVEY CONTROL
 GB0368
 GB0368  NGVD 29 (??/??/92)  382.659  (m)         1255.44   (f) ADJ UNCH    2 0
 GB0368
 GB0368.Superseded values are not recommended for survey control.
 GB0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0368.See file dsdata.txt to determine how the superseded data were derived.
 GB0368
 GB0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF318722(NAD 83)
 GB0368_MARKER: DB = BENCH MARK DISK
 GB0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0368_STAMPING: G 193 1951 1255.440
 GB0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0368+STABILITY: SURFACE MOTION
 GB0368
 GB0368  HISTORY     - Date     Condition        Report By
 GB0368  HISTORY     - 1951     MONUMENTED       CGS
 GB0368  HISTORY     - 1959     MARK NOT FOUND   NGS
 GB0368
 GB0368                          STATION DESCRIPTION
 GB0368
 GB0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0368'7.8 MI SW FROM CUMBERLAND FALLS.
 GB0368'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 90 FROM THE WEST FERRY
 GB0368'LANDING ON THE CUMBERLAND RIVER AT CUMBERLAND FALLS, THENCE
 GB0368'ABOUT 5.7 MILES SOUTH ALONG STATE HIGHWAY 700, ABOUT 0.45 MILE
 GB0368'SOUTHWEST OF THE UNITED BAPTIST CHURCH, ON THE OUTSIDE OF A
 GB0368'CURVE WITH TANGENTS EXTENDING NORTHEAST AND WEST, SET IN THE
 GB0368'TRIANGLE FORMED BY THE JUNCTION OF A DIM ROAD SOUTH, 41 FEET
 GB0368'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET WEST OF THE
 GB0368'CENTER LINE OF THE EAST LEG OF DIM ROAD, 27 FEET EAST OF THE CENTER
 GB0368'LINE OF THE WEST LEG OF DIM ROAD, 19 FEET NORTHEAST OF A 24-INCH
 GB0368'HICKORY TREE IN ROAD TRIANGLE ABOUT LEVEL WITH THE HIGHWAY AND
 GB0368'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- THE
 GB0368'LUMBER ROAD RUNS OVER THE LOCATION DESCRIBED, A GRADER WAS USED
 GB0368'TO REMOVE SOME DIRT THAT MAY HAVE COVERED THE DISK.
 GB0368
 GB0368                          STATION RECOVERY (1959)
 GB0368
 GB0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GB0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0222 ***********************************************************************
 GB0222  DESIGNATION -  G 194
 GB0222  PID         -  GB0222
 GB0222  STATE/COUNTY-  KY/WHITLEY
 GB0222  USGS QUAD   -  ROCKHOLDS (1981)
 GB0222
 GB0222                         *CURRENT SURVEY CONTROL
 GB0222  ___________________________________________________________________
 GB0222* NAD 83(1986)-  36 50 04.     (N)    084 03 02.     (W)     SCALED    
 GB0222* NAVD 88     -       312.019  (meters)    1023.68   (feet)  ADJUSTED  
 GB0222  ___________________________________________________________________
 GB0222  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GB0222  DYNAMIC HT  -         311.760 (meters)    1022.83  (feet)  COMP
 GB0222  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 GB0222
 GB0222  VERT ORDER  -  SECOND    CLASS 0
 GB0222
 GB0222.The horizontal coordinates were scaled from a topographic map and have
 GB0222.an estimated accuracy of +/- 6 seconds.
 GB0222
 GB0222.The orthometric height was determined by differential leveling
 GB0222.and adjusted by the National Geodetic Survey in June 1991..
 GB0222
 GB0222.The geoid height was determined by GEOID03.
 GB0222
 GB0222.The dynamic height is computed by dividing the NAVD 88
 GB0222.geopotential number by the normal gravity value computed on the
 GB0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0222.degrees latitude (g = 980.6199 gals.).
 GB0222
 GB0222.The modeled gravity was interpolated from observed gravity values.
 GB0222
 GB0222;                    North         East    Units  Estimated Accuracy
 GB0222;SPC KY1Z     - 1,057,000.    1,651,600.      MT  (+/- 180 meters Scaled)
 GB0222
 GB0222                          SUPERSEDED SURVEY CONTROL
 GB0222
 GB0222  NGVD 29 (??/??/92)  312.173  (m)         1024.19   (f) ADJ UNCH    2 0
 GB0222
 GB0222.Superseded values are not recommended for survey control.
 GB0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0222.See file dsdata.txt to determine how the superseded data were derived.
 GB0222
 GB0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF630805(NAD 83)
 GB0222_MARKER: DB = BENCH MARK DISK
 GB0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0222_SP_SET: CULVERT
 GB0222_STAMPING: G 194 1951 1024.188
 GB0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0222
 GB0222  HISTORY     - Date     Condition        Report By
 GB0222  HISTORY     - 1951     MONUMENTED       CGS
 GB0222  HISTORY     - 1957     GOOD             NGS
 GB0222
 GB0222                          STATION DESCRIPTION
 GB0222
 GB0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0222'8 MI NW FROM GAUSDALE.
 GB0222'ABOUT 5.45 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB0222'AT GAUSDALE, THENCE ABOUT 2.5 MILES NORTH ALONG A GRAVEL ROAD,
 GB0222'ABOUT 100 YARDS SOUTH OF THE JUNCTION OF A ROAD WEST TO ROCKHOLDS,
 GB0222'SET IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF A 12-FOOT
 GB0222'CONCRETE BOX CULVERT, 12 FEET WEST OF THE CENTER LINE OF THE ROAD,
 GB0222'1 FOOT SOUTH OF THE NORTH END OF THE HEAD WALL AND ABOUT LEVEL WITH
 GB0222'THE ROAD.  NOTE-- MARK MAY BE REACHED FROM THE LOUISVILLE AN
 GB0222'NASHVILLE RAILROAD STATION AT ROCKHOLDS BY GOING ABOUT 0.15 MILE
 GB0222'NORTHEAST ALONG THE RAILROAD, THENCE ABOUT 2.65 MILES EAST ALONG
 GB0222'A GRAVEL ROAD, THENCE ABOUT 1.6 MILES NORTHEAST ALONG A DIRT ROAD,
 GB0222'THENCE ABOUT 100 YARDS SOUTH ALONG A GRAVEL ROAD.
 GB0222
 GB0222                          STATION RECOVERY (1957)
 GB0222
 GB0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0177 ***********************************************************************
 GB0177  DESIGNATION -  G 195
 GB0177  PID         -  GB0177
 GB0177  STATE/COUNTY-  KY/MCCREARY
 GB0177  USGS QUAD   -  KETCHEN (1982)
 GB0177
 GB0177                         *CURRENT SURVEY CONTROL
 GB0177  ___________________________________________________________________
 GB0177* NAD 83(1986)-  36 36 13.     (N)    084 15 36.     (W)     SCALED    
 GB0177* NAVD 88     -       312.277  (meters)    1024.53   (feet)  ADJUSTED  
 GB0177  ___________________________________________________________________
 GB0177  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GB0177  DYNAMIC HT  -         312.013 (meters)    1023.66  (feet)  COMP
 GB0177  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 GB0177
 GB0177  VERT ORDER  -  SECOND    CLASS 0
 GB0177
 GB0177.The horizontal coordinates were scaled from a topographic map and have
 GB0177.an estimated accuracy of +/- 6 seconds.
 GB0177
 GB0177.The orthometric height was determined by differential leveling
 GB0177.and adjusted by the National Geodetic Survey in June 1991..
 GB0177
 GB0177.The geoid height was determined by GEOID03.
 GB0177
 GB0177.The dynamic height is computed by dividing the NAVD 88
 GB0177.geopotential number by the normal gravity value computed on the
 GB0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0177.degrees latitude (g = 980.6199 gals.).
 GB0177
 GB0177.The modeled gravity was interpolated from observed gravity values.
 GB0177
 GB0177;                    North         East    Units  Estimated Accuracy
 GB0177;SPC KY1Z     - 1,031,060.    1,633,330.      MT  (+/- 180 meters Scaled)
 GB0177
 GB0177                          SUPERSEDED SURVEY CONTROL
 GB0177
 GB0177  NGVD 29 (??/??/92)  312.413  (m)         1024.97   (f) ADJ UNCH    2 0
 GB0177
 GB0177.Superseded values are not recommended for survey control.
 GB0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0177.See file dsdata.txt to determine how the superseded data were derived.
 GB0177
 GB0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF450543(NAD 83)
 GB0177_MARKER: DB = BENCH MARK DISK
 GB0177_SETTING: 66 = SET IN ROCK OUTCROP
 GB0177_SP_SET: ROCK OUTCROP
 GB0177_STAMPING: G 195 1951 1024.975
 GB0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0177+STABILITY: POSITION/ELEVATION WELL
 GB0177
 GB0177  HISTORY     - Date     Condition        Report By
 GB0177  HISTORY     - 1951     MONUMENTED       CGS
 GB0177  HISTORY     - 1957     GOOD             NGS
 GB0177
 GB0177                          STATION DESCRIPTION
 GB0177
 GB0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0177'3.7 MI SW FROM AYERS.
 GB0177'ABOUT 1.75 MILES SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 GB0177'AYERS, THENCE ABOUT 1.95 MILES SOUTHWEST ALONG A DIRT ROAD, ABOUT
 GB0177'0.75 MILE NORTHEAST OF THE JUNCTION OF A ROAD NORTHWEST AND AN
 GB0177'OLD ABANDONED SCHOOL, ABOUT 0.15 MILE SOUTHWEST OF A FORD ACROSS
 GB0177'CREEK, SET IN THE TOP OF AN OUTCROP OF ROCK PROJECTING OUT OF A
 GB0177'CUT ON NORTHWEST SIDE OF ROAD, ABOUT 15 YARDS SOUTHWEST OF THE
 GB0177'NORTHEAST END OF THE CUT, 14 FEET NORTHWEST OF THE CENTER LINE
 GB0177'OF THE ROAD, 34 FEET SOUTH OF THE CUT, 14 FEET NORTHWEST OF THE
 GB0177'CENTER LINE OF THE ROAD, 34 FEET SOUTH OF THE SOUTH ONE OF THREE
 GB0177'WALNUT TREES ON THE SAME STUMP, AND ABOUT 2 FEET ABOVE THE ROAD.
 GB0177
 GB0177                          STATION RECOVERY (1957)
 GB0177
 GB0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1091 ***********************************************************************
 GZ1091  DESIGNATION -  G 196
 GZ1091  PID         -  GZ1091
 GZ1091  STATE/COUNTY-  KY/PULASKI
 GZ1091  USGS QUAD   -  SOMERSET (1987)
 GZ1091
 GZ1091                         *CURRENT SURVEY CONTROL
 GZ1091  ___________________________________________________________________
 GZ1091* NAD 83(1986)-  37 04 17.     (N)    084 30 43.     (W)     SCALED    
 GZ1091* NAVD 88     -       261.946  (meters)     859.40   (feet)  ADJUSTED  
 GZ1091  ___________________________________________________________________
 GZ1091  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 GZ1091  DYNAMIC HT  -         261.746 (meters)     858.75  (feet)  COMP
 GZ1091  MODELED GRAV-     979,860.1   (mgal)                       NAVD 88
 GZ1091
 GZ1091  VERT ORDER  -  SECOND    CLASS 0
 GZ1091
 GZ1091.The horizontal coordinates were scaled from a topographic map and have
 GZ1091.an estimated accuracy of +/- 6 seconds.
 GZ1091
 GZ1091.The orthometric height was determined by differential leveling
 GZ1091.and adjusted by the National Geodetic Survey in June 1991..
 GZ1091
 GZ1091.The geoid height was determined by GEOID03.
 GZ1091
 GZ1091.The dynamic height is computed by dividing the NAVD 88
 GZ1091.geopotential number by the normal gravity value computed on the
 GZ1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1091.degrees latitude (g = 980.6199 gals.).
 GZ1091
 GZ1091.The modeled gravity was interpolated from observed gravity values.
 GZ1091
 GZ1091;                    North         East    Units  Estimated Accuracy
 GZ1091;SPC KY1Z     - 1,082,640.    1,610,100.      MT  (+/- 180 meters Scaled)
 GZ1091
 GZ1091                          SUPERSEDED SURVEY CONTROL
 GZ1091
 GZ1091  NGVD 29 (??/??/92)  262.116  (m)          859.96   (f) ADJ UNCH    2 0
 GZ1091
 GZ1091.Superseded values are not recommended for survey control.
 GZ1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1091.See file dsdata.txt to determine how the superseded data were derived.
 GZ1091
 GZ1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG211056(NAD 83)
 GZ1091_MARKER: DB = BENCH MARK DISK
 GZ1091_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1091_SP_SET: ROCK OUTCROP
 GZ1091_STAMPING: G 196 1950 859.959
 GZ1091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1091+STABILITY: POSITION/ELEVATION WELL
 GZ1091
 GZ1091  HISTORY     - Date     Condition        Report By
 GZ1091  HISTORY     - 1950     MONUMENTED       CGS
 GZ1091  HISTORY     - 1958     GOOD             NGS
 GZ1091
 GZ1091                          STATION DESCRIPTION
 GZ1091
 GZ1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1091'6.1 MI SE FROM SOMERSET.
 GZ1091'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 80 FROM THE COURT HOUSE
 GZ1091'AT SOMERSET, THENCE ABOUT 4.6 MILES SOUTHEAST ALONG STATE HIGHWAY
 GZ1091'192, ABOUT 0.7 MILE SOUTHEAST OF A BRIDGE OVER PITMAN CREEK, 24
 GZ1091'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 37 1/2 FEET NORTH
 GZ1091'AND ACROSS THE HIGHWAY FROM THE WEST END OF A CONCRETE RETAINING
 GZ1091'WALL ALONG SOUTH SIDE OF HIGHWAY, 44 FEET EAST-NORTHEAST OF A
 GZ1091'12-INCH PINE TREE, 4 FEET ABOVE THE HIGHWAY, SET IN THE TOP OF
 GZ1091'A LARGE FLAT OUTCROP OF ROCK AND 4 FEET NORTHWEST OF THE SOUTHEAST
 GZ1091'EDGE OF OUTCROP.
 GZ1091
 GZ1091                          STATION RECOVERY (1958)
 GZ1091
 GZ1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0490 ***********************************************************************
 GZ0490  DESIGNATION -  G 197
 GZ0490  PID         -  GZ0490
 GZ0490  STATE/COUNTY-  KY/PULASKI
 GZ0490  USGS QUAD   -  ANO (1979)
 GZ0490
 GZ0490                         *CURRENT SURVEY CONTROL
 GZ0490  ___________________________________________________________________
 GZ0490* NAD 83(1986)-  37 04 17.     (N)    084 22 25.     (W)     SCALED    
 GZ0490* NAVD 88     -       373.593  (meters)    1225.70   (feet)  ADJUSTED  
 GZ0490  ___________________________________________________________________
 GZ0490  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GZ0490  DYNAMIC HT  -         373.304 (meters)    1224.75  (feet)  COMP
 GZ0490  MODELED GRAV-     979,847.4   (mgal)                       NAVD 88
 GZ0490
 GZ0490  VERT ORDER  -  SECOND    CLASS 0
 GZ0490
 GZ0490.The horizontal coordinates were scaled from a topographic map and have
 GZ0490.an estimated accuracy of +/- 6 seconds.
 GZ0490
 GZ0490.The orthometric height was determined by differential leveling
 GZ0490.and adjusted by the National Geodetic Survey in June 1991..
 GZ0490
 GZ0490.The geoid height was determined by GEOID03.
 GZ0490
 GZ0490.The dynamic height is computed by dividing the NAVD 88
 GZ0490.geopotential number by the normal gravity value computed on the
 GZ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0490.degrees latitude (g = 980.6199 gals.).
 GZ0490
 GZ0490.The modeled gravity was interpolated from observed gravity values.
 GZ0490
 GZ0490;                    North         East    Units  Estimated Accuracy
 GZ0490;SPC KY1Z     - 1,082,820.    1,622,400.      MT  (+/- 180 meters Scaled)
 GZ0490
 GZ0490                          SUPERSEDED SURVEY CONTROL
 GZ0490
 GZ0490  NGVD 29 (??/??/92)  373.757  (m)         1226.23   (f) ADJ UNCH    2 0
 GZ0490
 GZ0490.Superseded values are not recommended for survey control.
 GZ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0490.See file dsdata.txt to determine how the superseded data were derived.
 GZ0490
 GZ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG334060(NAD 83)
 GZ0490_MARKER: DB = BENCH MARK DISK
 GZ0490_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0490_SP_SET: ROCK OUTCROP
 GZ0490_STAMPING: G 197 1950 1226.234
 GZ0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0490+STABILITY: POSITION/ELEVATION WELL
 GZ0490
 GZ0490  HISTORY     - Date     Condition        Report By
 GZ0490  HISTORY     - 1950     MONUMENTED       CGS
 GZ0490  HISTORY     - 1958     GOOD             NGS
 GZ0490
 GZ0490                          STATION DESCRIPTION
 GZ0490
 GZ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0490'3.4 MI N FROM MT VICTORY.
 GZ0490'ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 192 FROM THE POST
 GZ0490'OFFICE AND SCHOOL AT MT. VICTORY, THENCE ABOUT 3.1 MILES NORTH
 GZ0490'ALONG A GRAVEL ROAD, ON THE OUTSIDE OF A CURVE IN THE ROAD
 GZ0490'WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, ABOUT 0.25 MILE
 GZ0490'SOUTH OF GOODWATER CHURCH OF GOD, ABOUT 0.1 MILE SOUTH OF A SMALL
 GZ0490'GROCERY STORE, 120 FEET NORTHEAST OF A POWER POLE, 45 FEET EAST
 GZ0490'OF THE CENTER LINE OF THE ROAD, 28 FEET EAST OF A FENCE LINE,
 GZ0490'AND SET IN THE TOP OF BOTTOM LAYER OF LARGE ROCK OUTCROP AND
 GZ0490'ABOUT 3 FEET BELOW THE ROAD.
 GZ0490
 GZ0490                          STATION RECOVERY (1958)
 GZ0490
 GZ0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0443 ***********************************************************************
 GZ0443  DESIGNATION -  G 198
 GZ0443  PID         -  GZ0443
 GZ0443  STATE/COUNTY-  KY/PULASKI
 GZ0443  USGS QUAD   -  SHOPVILLE (1987)
 GZ0443
 GZ0443                         *CURRENT SURVEY CONTROL
 GZ0443  ___________________________________________________________________
 GZ0443* NAD 83(1986)-  37 08 04.     (N)    084 26 47.     (W)     SCALED    
 GZ0443* NAVD 88     -       272.448  (meters)     893.86   (feet)  ADJUSTED  
 GZ0443  ___________________________________________________________________
 GZ0443  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GZ0443  DYNAMIC HT  -         272.242 (meters)     893.18  (feet)  COMP
 GZ0443  MODELED GRAV-     979,865.3   (mgal)                       NAVD 88
 GZ0443
 GZ0443  VERT ORDER  -  SECOND    CLASS 0
 GZ0443
 GZ0443.The horizontal coordinates were scaled from a topographic map and have
 GZ0443.an estimated accuracy of +/- 6 seconds.
 GZ0443
 GZ0443.The orthometric height was determined by differential leveling
 GZ0443.and adjusted by the National Geodetic Survey in June 1991..
 GZ0443
 GZ0443.The geoid height was determined by GEOID03.
 GZ0443
 GZ0443.The dynamic height is computed by dividing the NAVD 88
 GZ0443.geopotential number by the normal gravity value computed on the
 GZ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0443.degrees latitude (g = 980.6199 gals.).
 GZ0443
 GZ0443.The modeled gravity was interpolated from observed gravity values.
 GZ0443
 GZ0443;                    North         East    Units  Estimated Accuracy
 GZ0443;SPC KY1Z     - 1,089,720.    1,615,830.      MT  (+/- 180 meters Scaled)
 GZ0443
 GZ0443                          SUPERSEDED SURVEY CONTROL
 GZ0443
 GZ0443  NGVD 29 (??/??/92)  272.616  (m)          894.41   (f) ADJ UNCH    2 0
 GZ0443
 GZ0443.Superseded values are not recommended for survey control.
 GZ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0443.See file dsdata.txt to determine how the superseded data were derived.
 GZ0443
 GZ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG268128(NAD 83)
 GZ0443_MARKER: DB = BENCH MARK DISK
 GZ0443_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0443_SP_SET: ROCK OUTCROP
 GZ0443_STAMPING: G 198 1950 894.408
 GZ0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0443+STABILITY: POSITION/ELEVATION WELL
 GZ0443
 GZ0443  HISTORY     - Date     Condition        Report By
 GZ0443  HISTORY     - 1950     MONUMENTED       CGS
 GZ0443  HISTORY     - 1958     GOOD             NGS
 GZ0443
 GZ0443                          STATION DESCRIPTION
 GZ0443
 GZ0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0443'3 MI SE FROM SHOPVILLE.
 GZ0443'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0443'SHOPVILLE, THENCE ABOUT 2.0 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 GZ0443'ON THE OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS EXTENDING SOUTH
 GZ0443'AND NORTHWEST, 29 FEET SOUTHEAST OF THE SOUTH CORNER OF A FARM
 GZ0443'HOUSE, 33 1/2 FEET SOUTH OF THE EAST CORNER OF HOUSE, 84 FEET
 GZ0443'NORTHEAST OF THE CENTER LINE OF THE ROAD, 23 FEET SOUTHWEST OF
 GZ0443'AN 8-INCH HICKORY TREE, ABOUT 7 FEET ABOVE THE ROAD AND SET IN
 GZ0443'THE TOP OF AN OUTCROP OF ROCK.
 GZ0443
 GZ0443                          STATION RECOVERY (1958)
 GZ0443
 GZ0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1099 ***********************************************************************
 GZ1099  DESIGNATION -  G 199
 GZ1099  PID         -  GZ1099
 GZ1099  STATE/COUNTY-  KY/PULASKI
 GZ1099  USGS QUAD   -  SOMERSET (1987)
 GZ1099
 GZ1099                         *CURRENT SURVEY CONTROL
 GZ1099  ___________________________________________________________________
 GZ1099* NAD 83(1986)-  37 03 40.     (N)    084 31 30.     (W)     SCALED    
 GZ1099* NAVD 88     -       255.767  (meters)     839.13   (feet)  ADJUSTED  
 GZ1099  ___________________________________________________________________
 GZ1099  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 GZ1099  DYNAMIC HT  -         255.571 (meters)     838.49  (feet)  COMP
 GZ1099  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 GZ1099
 GZ1099  VERT ORDER  -  SECOND    CLASS 0
 GZ1099
 GZ1099.The horizontal coordinates were scaled from a topographic map and have
 GZ1099.an estimated accuracy of +/- 6 seconds.
 GZ1099
 GZ1099.The orthometric height was determined by differential leveling
 GZ1099.and adjusted by the National Geodetic Survey in June 1991..
 GZ1099
 GZ1099.The geoid height was determined by GEOID03.
 GZ1099
 GZ1099.The dynamic height is computed by dividing the NAVD 88
 GZ1099.geopotential number by the normal gravity value computed on the
 GZ1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1099.degrees latitude (g = 980.6199 gals.).
 GZ1099
 GZ1099.The modeled gravity was interpolated from observed gravity values.
 GZ1099
 GZ1099;                    North         East    Units  Estimated Accuracy
 GZ1099;SPC KY1Z     - 1,081,490.    1,608,950.      MT  (+/- 180 meters Scaled)
 GZ1099
 GZ1099                          SUPERSEDED SURVEY CONTROL
 GZ1099
 GZ1099  NGVD 29 (??/??/92)  255.938  (m)          839.69   (f) ADJ UNCH    2 0
 GZ1099
 GZ1099.Superseded values are not recommended for survey control.
 GZ1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1099.See file dsdata.txt to determine how the superseded data were derived.
 GZ1099
 GZ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG200045(NAD 83)
 GZ1099_MARKER: DB = BENCH MARK DISK
 GZ1099_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1099_SP_SET: ROCK LEDGE
 GZ1099_STAMPING: G 199 1950 839.690
 GZ1099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1099+STABILITY: POSITION/ELEVATION WELL
 GZ1099
 GZ1099  HISTORY     - Date     Condition        Report By
 GZ1099  HISTORY     - 1950     MONUMENTED       CGS
 GZ1099  HISTORY     - 1958     GOOD             NGS
 GZ1099  HISTORY     - 1983     GOOD             KYDT
 GZ1099
 GZ1099                          STATION DESCRIPTION
 GZ1099
 GZ1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1099'6.6 MI SE FROM SOMERSET.
 GZ1099'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 80 FROM THE COURT HOUSE
 GZ1099'AT SOMERSET, THENCE ABOUT 3.9 MILES SOUTHEAST ALONG STATE HIGHWAY
 GZ1099'192, THENCE ABOUT 1.15 MILES WEST AND SOUTH ALONG A GRAVEL ROAD,
 GZ1099'ABOUT 0.7 MILE SOUTHWEST OF A CHURCH AT RUTH, ABOUT 0.45 MILE
 GZ1099'WEST OF THE JUNCTION OF A ROAD SOUTHEAST, SET IN THE TOP OF A
 GZ1099'FLAT OUTCROP OF ROCK ON HIGH BANK, 24 FEET NORTH OF THE CENTER
 GZ1099'LINE OF THE ROAD, 53 FEET NORTHEAST AND ACROSS THE ROAD FROM THE
 GZ1099'NORTHWEST CORNER OF HOUSE, 18 FEET WEST OF A 12-INCH CEDAR TREE,
 GZ1099'1 FOOT NORTH OF SOUTH EDGE OF ROCK AND ABOUT 8 FEET ABOVE THE
 GZ1099'ROAD.
 GZ1099
 GZ1099                          STATION RECOVERY (1958)
 GZ1099
 GZ1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1099'RECOVERED IN GOOD CONDITION.
 GZ1099
 GZ1099                          STATION RECOVERY (1983)
 GZ1099
 GZ1099'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0425 ***********************************************************************
 GD0425  DESIGNATION -  G 20
 GD0425  PID         -  GD0425
 GD0425  STATE/COUNTY-  KY/GRAVES
 GD0425  USGS QUAD   -  LYNNVILLE (1978)
 GD0425
 GD0425                         *CURRENT SURVEY CONTROL
 GD0425  ___________________________________________________________________
 GD0425* NAD 83(1986)-  36 33 38.     (N)    088 34 08.     (W)     SCALED    
 GD0425* NAVD 88     -       170.454  (meters)     559.23   (feet)  ADJUSTED  
 GD0425  ___________________________________________________________________
 GD0425  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0425  DYNAMIC HT  -         170.317 (meters)     558.78  (feet)  COMP
 GD0425  MODELED GRAV-     979,828.5   (mgal)                       NAVD 88
 GD0425
 GD0425  VERT ORDER  -  SECOND    CLASS 0
 GD0425
 GD0425.The horizontal coordinates were scaled from a topographic map and have
 GD0425.an estimated accuracy of +/- 6 seconds.
 GD0425
 GD0425.The orthometric height was determined by differential leveling
 GD0425.and adjusted by the National Geodetic Survey in June 1991..
 GD0425
 GD0425.The geoid height was determined by GEOID03.
 GD0425
 GD0425.The dynamic height is computed by dividing the NAVD 88
 GD0425.geopotential number by the normal gravity value computed on the
 GD0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0425.degrees latitude (g = 980.6199 gals.).
 GD0425
 GD0425.The modeled gravity was interpolated from observed gravity values.
 GD0425
 GD0425;                    North         East    Units  Estimated Accuracy
 GD0425;SPC KY1Z     - 1,029,030.    1,247,650.      MT  (+/- 180 meters Scaled)
 GD0425
 GD0425                          SUPERSEDED SURVEY CONTROL
 GD0425
 GD0425  NGVD 29 (??/??/??)  170.462  (m)          559.26   (f) ADJUSTED    2 0
 GD0425
 GD0425.Superseded values are not recommended for survey control.
 GD0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0425.See file dsdata.txt to determine how the superseded data were derived.
 GD0425
 GD0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF596472(NAD 83)
 GD0425_MARKER: DB = BENCH MARK DISK
 GD0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0425_STAMPING: G 20 1934
 GD0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0425+STABILITY: SURFACE MOTION
 GD0425
 GD0425  HISTORY     - Date     Condition        Report By
 GD0425  HISTORY     - 1934     MONUMENTED       CGS
 GD0425  HISTORY     - 1975     MARK NOT FOUND   NGS
 GD0425
 GD0425                          STATION DESCRIPTION
 GD0425
 GD0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GD0425'AT LYNNVILLE.
 GD0425'AT LYNNVILLE, GRAVES COUNTY, ON STATE HIGHWAY 94, AT THE
 GD0425'INTERSECTION OF A NORTH-AND-SOUTH ROAD, 15 YARDS NORTH OF THE
 GD0425'CENTERLINE OF THE HIGHWAY, AND 14 YARDS EAST OF THE CENTERLINE
 GD0425'OF THE GRAVEL CROSS ROAD.  A STANDARD DISK, STAMPED G 20 1934
 GD0425'AND SET IN THE TOP OF A CONCRETE POST.
 GD0425'NOTE-1975 REPORT--THE AREA WHERE THE MARK IS LOCATED HAS BEEN
 GD0425'PAVED FOR AN ENTRANCE TO A SERVICE STATION AND BELIEVE THE MARK
 GD0425'SHOULD BE CONSIDERED LOST.
 GD0425
 GD0425                          STATION RECOVERY (1975)
 GD0425
 GD0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GD0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1084 ***********************************************************************
 GZ1084  DESIGNATION -  G 200
 GZ1084  PID         -  GZ1084
 GZ1084  STATE/COUNTY-  KY/PULASKI
 GZ1084  USGS QUAD   -  BOBTOWN (1987)
 GZ1084
 GZ1084                         *CURRENT SURVEY CONTROL
 GZ1084  ___________________________________________________________________
 GZ1084* NAD 83(1986)-  37 08 37.     (N)    084 32 21.     (W)     SCALED    
 GZ1084* NAVD 88     -       320.284  (meters)    1050.80   (feet)  ADJUSTED  
 GZ1084  ___________________________________________________________________
 GZ1084  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ1084  DYNAMIC HT  -         320.039 (meters)    1049.99  (feet)  COMP
 GZ1084  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 GZ1084
 GZ1084  VERT ORDER  -  SECOND    CLASS 0
 GZ1084
 GZ1084.The horizontal coordinates were scaled from a topographic map and have
 GZ1084.an estimated accuracy of +/- 6 seconds.
 GZ1084
 GZ1084.The orthometric height was determined by differential leveling
 GZ1084.and adjusted by the National Geodetic Survey in June 1991..
 GZ1084
 GZ1084.The geoid height was determined by GEOID03.
 GZ1084
 GZ1084.The dynamic height is computed by dividing the NAVD 88
 GZ1084.geopotential number by the normal gravity value computed on the
 GZ1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1084.degrees latitude (g = 980.6199 gals.).
 GZ1084
 GZ1084.The modeled gravity was interpolated from observed gravity values.
 GZ1084
 GZ1084;                    North         East    Units  Estimated Accuracy
 GZ1084;SPC KY1Z     - 1,090,630.    1,607,570.      MT  (+/- 180 meters Scaled)
 GZ1084
 GZ1084                          SUPERSEDED SURVEY CONTROL
 GZ1084
 GZ1084  NGVD 29 (??/??/92)  320.447  (m)         1051.33   (f) ADJ UNCH    2 0
 GZ1084
 GZ1084.Superseded values are not recommended for survey control.
 GZ1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1084.See file dsdata.txt to determine how the superseded data were derived.
 GZ1084
 GZ1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG185136(NAD 83)
 GZ1084_MARKER: DB = BENCH MARK DISK
 GZ1084_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1084_SP_SET: ROCK OUTCROP
 GZ1084_STAMPING: G 200 1950 1051.333
 GZ1084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1084+STABILITY: POSITION/ELEVATION WELL
 GZ1084
 GZ1084  HISTORY     - Date     Condition        Report By
 GZ1084  HISTORY     - 1950     MONUMENTED       CGS
 GZ1084  HISTORY     - 1957     GOOD             NGS
 GZ1084  HISTORY     - 1983     MARK NOT FOUND   KYDT
 GZ1084  HISTORY     - 20050509 MARK NOT FOUND   KYDT
 GZ1084
 GZ1084                          STATION DESCRIPTION
 GZ1084
 GZ1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1084'5.4 MI NE FROM SOMERSET.
 GZ1084'ABOUT 5.45 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM THE COURT
 GZ1084'HOUSE AT SOMERSET, ABOUT 1.0 MILE WEST OF THE JUNCTION OF STATE
 GZ1084'HIGHWAY 461, ABOUT 0.85 MILE NORTHEAST OF A 16-FOOT CONCRETE
 GZ1084'BRIDGE OVER A SMALL STREAM, SET IN THE TOP OF AN OUTCROP OF ROCK,
 GZ1084'ABOUT 100 YARDS WEST AND ACROSS THE HIGHWAY FROM LUTHER DICK
 GZ1084'LUNCH ROOM AND ASHLAND SERVICE STATION, 42 FEET NORTHWEST OF
 GZ1084'THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTHEAST OF A 10-INCH
 GZ1084'CEDAR TREE IN FENCE LINE, 39 FEET WEST OF THE NORTHWEST END OF
 GZ1084'AN 18-INCH PIPE CULVERT WITH CONCRETE HEAD WALLS, 7 1/2 FEET
 GZ1084'NORTHWEST OF A FENCE LINE, 3 FEET ABOVE THE HIGHWAY AND SET IN A
 GZ1084'DRILL HOLE.
 GZ1084
 GZ1084                          STATION RECOVERY (1957)
 GZ1084
 GZ1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ1084'RECOVERED IN GOOD CONDITION.
 GZ1084
 GZ1084                          STATION RECOVERY (1983)
 GZ1084
 GZ1084'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1084'MARK NOT FOUND.
 GZ1084
 GZ1084                          STATION RECOVERY (2005)
 GZ1084
 GZ1084'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0251 ***********************************************************************
 GZ0251  DESIGNATION -  G 201
 GZ0251  PID         -  GZ0251
 GZ0251  STATE/COUNTY-  KY/LAUREL
 GZ0251  USGS QUAD   -  LILY (1970)
 GZ0251
 GZ0251                         *CURRENT SURVEY CONTROL
 GZ0251  ___________________________________________________________________
 GZ0251* NAD 83(1986)-  37 05 12.     (N)    084 04 11.     (W)     SCALED    
 GZ0251* NAVD 88     -       362.054  (meters)    1187.84   (feet)  ADJUSTED  
 GZ0251  ___________________________________________________________________
 GZ0251  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GZ0251  DYNAMIC HT  -         361.766 (meters)    1186.89  (feet)  COMP
 GZ0251  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 GZ0251
 GZ0251  VERT ORDER  -  SECOND    CLASS 0
 GZ0251
 GZ0251.The horizontal coordinates were scaled from a topographic map and have
 GZ0251.an estimated accuracy of +/- 6 seconds.
 GZ0251
 GZ0251.The orthometric height was determined by differential leveling
 GZ0251.and adjusted by the National Geodetic Survey in June 1991..
 GZ0251
 GZ0251.The geoid height was determined by GEOID03.
 GZ0251
 GZ0251.The dynamic height is computed by dividing the NAVD 88
 GZ0251.geopotential number by the normal gravity value computed on the
 GZ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0251.degrees latitude (g = 980.6199 gals.).
 GZ0251
 GZ0251.The modeled gravity was interpolated from observed gravity values.
 GZ0251
 GZ0251;                    North         East    Units  Estimated Accuracy
 GZ0251;SPC KY1Z     - 1,084,950.    1,649,390.      MT  (+/- 180 meters Scaled)
 GZ0251
 GZ0251                          SUPERSEDED SURVEY CONTROL
 GZ0251
 GZ0251  NGVD 29 (??/??/92)  362.205  (m)         1188.33   (f) ADJ UNCH    2 0
 GZ0251
 GZ0251.Superseded values are not recommended for survey control.
 GZ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0251.See file dsdata.txt to determine how the superseded data were derived.
 GZ0251
 GZ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG604085(NAD 83)
 GZ0251_MARKER: DB = BENCH MARK DISK
 GZ0251_SETTING: 0 = UNSPECIFIED SETTING
 GZ0251_STAMPING: G 201 1950 1188.334
 GZ0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0251
 GZ0251  HISTORY     - Date     Condition        Report By
 GZ0251  HISTORY     - 1950     MONUMENTED       CGS
 GZ0251  HISTORY     - 1970     GOOD             NGS
 GZ0251
 GZ0251                          STATION DESCRIPTION
 GZ0251
 GZ0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GZ0251'3.2 MI S FROM LONDON.
 GZ0251'DUE TO CHANGES AROUND THE STATION SITE A NEW DESCRIPTION FOLLOWS.
 GZ0251'TO REACH THE MARK FROM THE COURT HOUSE IN LONDON GO SOUTH ON
 GZ0251'U.S. HIGHWAY 25 FOR 3.0 MILES TO A PAVED SIDE ROAD RIGHT.  BEAR
 GZ0251'RIGHT AND GO SOUTHWEST FOR 0.15 MILE TO A PAVED DRIVEWAY ON THE
 GZ0251'RIGHT AND A SIGN-- FINLEYS TRAILER PARK.  TURN RIGHT AND PROCEED
 GZ0251'NORTHWEST THROUGH THE TRAILER PARK FOR 0.15 MILE TO THE END OF THE
 GZ0251'ROAD AT A HEDGEROW AND A FENCE.  FOLLOW THE FENCE FOR ABOUT 100 YARDS
 GZ0251'IN A SOUTHWESTERLY DIRECTION TO A FENCE CORNER.  THEN, PROCEED
 GZ0251'ABOUT 400 FEET SOUTHWEST ACROSS AN OPEN FIELD-THE OLD
 GZ0251'NORTHWEST-SOUTHEAST RUNWAY- TO A FENCE CORNER AND THE MARK.  THE
 GZ0251'MARK IS 1 FOOT WEST OF THE FENCE CORNER AND IN LINE WITH THE
 GZ0251'FENCE RUNNING NORTHWEST, 1 FOOT NORTH OF THE FENCE RUNNING
 GZ0251'NORTHEAST AND PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0322 ***********************************************************************
 GB0322  DESIGNATION -  G 202
 GB0322  PID         -  GB0322
 GB0322  STATE/COUNTY-  KY/LAUREL
 GB0322  USGS QUAD   -  VOX (1982)
 GB0322
 GB0322                         *CURRENT SURVEY CONTROL
 GB0322  ___________________________________________________________________
 GB0322* NAD 83(1986)-  36 57 37.     (N)    084 13 44.     (W)     SCALED    
 GB0322* NAVD 88     -       353.824  (meters)    1160.84   (feet)  ADJUSTED  
 GB0322  ___________________________________________________________________
 GB0322  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GB0322  DYNAMIC HT  -         353.543 (meters)    1159.92  (feet)  COMP
 GB0322  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 GB0322
 GB0322  VERT ORDER  -  SECOND    CLASS 0
 GB0322
 GB0322.The horizontal coordinates were scaled from a topographic map and have
 GB0322.an estimated accuracy of +/- 6 seconds.
 GB0322
 GB0322.The orthometric height was determined by differential leveling
 GB0322.and adjusted by the National Geodetic Survey in June 1991..
 GB0322
 GB0322.The geoid height was determined by GEOID03.
 GB0322
 GB0322.The dynamic height is computed by dividing the NAVD 88
 GB0322.geopotential number by the normal gravity value computed on the
 GB0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0322.degrees latitude (g = 980.6199 gals.).
 GB0322
 GB0322.The modeled gravity was interpolated from observed gravity values.
 GB0322
 GB0322;                    North         East    Units  Estimated Accuracy
 GB0322;SPC KY1Z     - 1,070,690.    1,635,470.      MT  (+/- 180 meters Scaled)
 GB0322
 GB0322                          SUPERSEDED SURVEY CONTROL
 GB0322
 GB0322  NGVD 29 (??/??/92)  353.979  (m)         1161.35   (f) ADJ UNCH    2 0
 GB0322
 GB0322.Superseded values are not recommended for survey control.
 GB0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0322.See file dsdata.txt to determine how the superseded data were derived.
 GB0322
 GB0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF467940(NAD 83)
 GB0322_MARKER: DB = BENCH MARK DISK
 GB0322_SETTING: 66 = SET IN ROCK OUTCROP
 GB0322_SP_SET: ROCK BLUFF
 GB0322_STAMPING: G 202 1950 1161.346
 GB0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0322+STABILITY: POSITION/ELEVATION WELL
 GB0322
 GB0322  HISTORY     - Date     Condition        Report By
 GB0322  HISTORY     - 1950     MONUMENTED       CGS
 GB0322  HISTORY     - 1962     GOOD             NGS
 GB0322
 GB0322                          STATION DESCRIPTION
 GB0322
 GB0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0322'6 MI SW FROM KEAVY.
 GB0322'ABOUT 1.5 MILES WEST AND SOUTH ALONG A GRAVEL ROAD FROM THE
 GB0322'JUNCTION OF STATE HIGHWAY 363 AND POST OFFICE AT KEAVY, THENCE
 GB0322'ABOUT 3.75 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE ABOUT 0.75
 GB0322'MILE SOUTHEAST ALONG A DIM ROAD, ABOUT 0.7 MILE SOUTHEAST OF THE
 GB0322'JUNCTION OF A DIM ROAD LEADING SOUTHWEST, SET IN THE TOP OF
 GB0322'ROCK THAT IS PART OF LARGE ROCK BLUFF ON SOUTHWEST SIDE OF A
 GB0322'DEEP VALLEY, 66 FEET EAST OF THE CENTER LINE OF ROAD, 62 FEET
 GB0322'EAST OF A 14-INCH TRIANGULAR BLAZED OAK TREE, 1 1/2 FEET ABOVE
 GB0322'AN 8-INCH TRIANGLE CUT IN VERTICAL FACE OF ROCK, 1 FOOT
 GB0322'SOUTHWEST OF THE NORTHEAST EDGE OF ROCK BLUFF, AND ABOUT LEVEL WITH
 GB0322'THE ROAD.
 GB0322
 GB0322                          STATION RECOVERY (1962)
 GB0322
 GB0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0560 ***********************************************************************
 GZ0560  DESIGNATION -  G 203
 GZ0560  PID         -  GZ0560
 GZ0560  STATE/COUNTY-  KY/LAUREL
 GZ0560  USGS QUAD   -  LILY (1970)
 GZ0560
 GZ0560                         *CURRENT SURVEY CONTROL
 GZ0560  ___________________________________________________________________
 GZ0560* NAD 83(1986)-  37 03 51.     (N)    084 02 03.     (W)     SCALED    
 GZ0560* NAVD 88     -       354.922  (meters)    1164.44   (feet)  ADJUSTED  
 GZ0560  ___________________________________________________________________
 GZ0560  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GZ0560  DYNAMIC HT  -         354.636 (meters)    1163.50  (feet)  COMP
 GZ0560  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 GZ0560
 GZ0560  VERT ORDER  -  SECOND    CLASS 0
 GZ0560
 GZ0560.The horizontal coordinates were scaled from a topographic map and have
 GZ0560.an estimated accuracy of +/- 6 seconds.
 GZ0560
 GZ0560.The orthometric height was determined by differential leveling
 GZ0560.and adjusted by the National Geodetic Survey in June 1991..
 GZ0560
 GZ0560.The geoid height was determined by GEOID03.
 GZ0560
 GZ0560.The dynamic height is computed by dividing the NAVD 88
 GZ0560.geopotential number by the normal gravity value computed on the
 GZ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0560.degrees latitude (g = 980.6199 gals.).
 GZ0560
 GZ0560.The modeled gravity was interpolated from observed gravity values.
 GZ0560
 GZ0560;                    North         East    Units  Estimated Accuracy
 GZ0560;SPC KY1Z     - 1,082,520.    1,652,590.      MT  (+/- 180 meters Scaled)
 GZ0560
 GZ0560                          SUPERSEDED SURVEY CONTROL
 GZ0560
 GZ0560  NGVD 29 (??/??/92)  355.072  (m)         1164.93   (f) ADJ UNCH    2 0
 GZ0560
 GZ0560.Superseded values are not recommended for survey control.
 GZ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0560.See file dsdata.txt to determine how the superseded data were derived.
 GZ0560
 GZ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG636061(NAD 83)
 GZ0560_MARKER: DB = BENCH MARK DISK
 GZ0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0560_STAMPING: G 203 1950 1164.932
 GZ0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0560+STABILITY: SURFACE MOTION
 GZ0560
 GZ0560  HISTORY     - Date     Condition        Report By
 GZ0560  HISTORY     - 1950     MONUMENTED       CGS
 GZ0560  HISTORY     - 1957     GOOD             NGS
 GZ0560
 GZ0560                          STATION DESCRIPTION
 GZ0560
 GZ0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0560'1.6 MI SE FROM FARISTON.
 GZ0560'ABOUT 1.55 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE LOUISVILLE
 GZ0560'AND NASHVILLE RAILROAD STATION AT FARISTON, AT THE INTERSECTION
 GZ0560'OF STATE HIGHWAY 229, ABOUT 0.8 MILE NORTHWEST ALONG STATE HIGHWAY
 GZ0560'229 FROM BRIDGE OVER LAUREL RIVER, IN THE SOUTHWEST CORNER OF THE
 GZ0560'INTERSECTION, 36 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 33
 GZ0560'FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 33 1/2 FEET
 GZ0560'SOUTHWEST OF THE SOUTH END OF A 12-INCH PIPE CULVERT UNDER ROAD
 GZ0560'WEST, 91 FEET WEST AND ACROSS HIGHWAY FROM THE SOUTHWEST CORNER
 GZ0560'OF SIZEMORES STORE, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN
 GZ0560'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY
 GZ0560'BE REACHED FROM LONDON, LAUREL COUNTY, BY GOING ABOUT 4.5 MILES
 GZ0560'SOUTHEAST ALONG STATE HIGHWAY 229 FROM ITS JUNCTION WITH U.S.
 GZ0560'HIGHWAY 25.
 GZ0560
 GZ0560                          STATION RECOVERY (1957)
 GZ0560
 GZ0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2914 ***********************************************************************
 GA2914  DESIGNATION -  G 206
 GA2914  PID         -  GA2914
 GA2914  STATE/COUNTY-  KY/KNOX
 GA2914  USGS QUAD   -  FRAKES (1952)
 GA2914
 GA2914                         *CURRENT SURVEY CONTROL
 GA2914  ___________________________________________________________________
 GA2914* NAD 83(1986)-  36 43 10.     (N)    083 56 42.     (W)     SCALED    
 GA2914* NAVD 88     -       306.371  (meters)    1005.15   (feet)  ADJUSTED  
 GA2914  ___________________________________________________________________
 GA2914  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GA2914  DYNAMIC HT  -         306.110 (meters)    1004.30  (feet)  COMP
 GA2914  MODELED GRAV-     979,770.0   (mgal)                       NAVD 88
 GA2914
 GA2914  VERT ORDER  -  SECOND    CLASS 0
 GA2914
 GA2914.The horizontal coordinates were scaled from a topographic map and have
 GA2914.an estimated accuracy of +/- 6 seconds.
 GA2914
 GA2914.The orthometric height was determined by differential leveling
 GA2914.and adjusted by the National Geodetic Survey in June 1991..
 GA2914
 GA2914.The geoid height was determined by GEOID03.
 GA2914
 GA2914.The dynamic height is computed by dividing the NAVD 88
 GA2914.geopotential number by the normal gravity value computed on the
 GA2914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2914.degrees latitude (g = 980.6199 gals.).
 GA2914
 GA2914.The modeled gravity was interpolated from observed gravity values.
 GA2914
 GA2914;                    North         East    Units  Estimated Accuracy
 GA2914;SPC KY1Z     - 1,044,410.    1,661,260.      MT  (+/- 180 meters Scaled)
 GA2914
 GA2914                          SUPERSEDED SURVEY CONTROL
 GA2914
 GA2914  NGVD 29 (??/??/92)  306.519  (m)         1005.64   (f) ADJ UNCH    2 0
 GA2914
 GA2914.Superseded values are not recommended for survey control.
 GA2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2914.See file dsdata.txt to determine how the superseded data were derived.
 GA2914
 GA2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA369677(NAD 83)
 GA2914_MARKER: DB = BENCH MARK DISK
 GA2914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2914_STAMPING: G 206 1950 1005.638
 GA2914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2914+STABILITY: SURFACE MOTION
 GA2914
 GA2914  HISTORY     - Date     Condition        Report By
 GA2914  HISTORY     - 1950     MONUMENTED       CGS
 GA2914  HISTORY     - 1957     POOR             NGS
 GA2914
 GA2914                          STATION DESCRIPTION
 GA2914
 GA2914'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2914'2 MI NE FROM CARPENTER.
 GA2914'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 92 FROM THE BAPTIST CHURCH
 GA2914'AND CEMETERY AT CARPENTER, THENCE ABOUT 1.35 MILES NORTHEAST
 GA2914'ALONG A GRAVEL ROAD, AT THE ROAD JUNCTION AT RAIN, 56 FEET EAST OF
 GA2914'THE EAST CORNER OF LOCUST GROVE BAPTIST CHURCH, 41 FEET NORTHWEST
 GA2914'OF THE CENTER LINE OF THE ROAD, 69 FEET WEST OF THE CENTER OF THE
 GA2914'JUNCTION OF ROAD EAST, 1 FOOT SOUTHWEST OF A FENCE LINE, 23 FEET
 GA2914'SOUTHWEST OF THE SOUTH PORCH CORNER OF A SMALL HOUSE, 1 FOOT
 GA2914'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GA2914'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GA2914
 GA2914                          STATION RECOVERY (1957)
 GA2914
 GA2914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2914'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2937 ***********************************************************************
 GA2937  DESIGNATION -  G 207
 GA2937  PID         -  GA2937
 GA2937  STATE/COUNTY-  KY/BELL
 GA2937  USGS QUAD   -  KAYJAY (1983)
 GA2937
 GA2937                         *CURRENT SURVEY CONTROL
 GA2937  ___________________________________________________________________
 GA2937* NAD 83(1986)-  36 43 01.     (N)    083 49 57.     (W)     SCALED    
 GA2937* NAVD 88     -       483.893  (meters)    1587.57   (feet)  ADJUSTED  
 GA2937  ___________________________________________________________________
 GA2937  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GA2937  DYNAMIC HT  -         483.482 (meters)    1586.22  (feet)  COMP
 GA2937  MODELED GRAV-     979,765.3   (mgal)                       NAVD 88
 GA2937
 GA2937  VERT ORDER  -  SECOND    CLASS 0
 GA2937
 GA2937.The horizontal coordinates were scaled from a topographic map and have
 GA2937.an estimated accuracy of +/- 6 seconds.
 GA2937
 GA2937.The orthometric height was determined by differential leveling
 GA2937.and adjusted by the National Geodetic Survey in June 1991..
 GA2937
 GA2937.The geoid height was determined by GEOID03.
 GA2937
 GA2937.The dynamic height is computed by dividing the NAVD 88
 GA2937.geopotential number by the normal gravity value computed on the
 GA2937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2937.degrees latitude (g = 980.6199 gals.).
 GA2937
 GA2937.The modeled gravity was interpolated from observed gravity values.
 GA2937
 GA2937;                    North         East    Units  Estimated Accuracy
 GA2937;SPC KY1Z     - 1,044,340.    1,671,320.      MT  (+/- 180 meters Scaled)
 GA2937
 GA2937                          SUPERSEDED SURVEY CONTROL
 GA2937
 GA2937  NGVD 29 (??/??/92)  484.044  (m)         1588.07   (f) ADJ UNCH    2 0
 GA2937
 GA2937.Superseded values are not recommended for survey control.
 GA2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2937.See file dsdata.txt to determine how the superseded data were derived.
 GA2937
 GA2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA470672(NAD 83)
 GA2937_MARKER: DB = BENCH MARK DISK
 GA2937_SETTING: 66 = SET IN ROCK OUTCROP
 GA2937_SP_SET: ROCK CUT
 GA2937_STAMPING: G 207 1950 1588.068
 GA2937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2937+STABILITY: POSITION/ELEVATION WELL
 GA2937
 GA2937  HISTORY     - Date     Condition        Report By
 GA2937  HISTORY     - 1950     MONUMENTED       CGS
 GA2937  HISTORY     - 1957     GOOD             NGS
 GA2937  HISTORY     - 20020806 MARK NOT FOUND   KYDT
 GA2937
 GA2937                          STATION DESCRIPTION
 GA2937
 GA2937'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2937'2.9 MI W FROM INGRAM.
 GA2937'1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 GA2937'AT INGRAM, THENCE ABOUT 1.15 MILES NORTHWEST ALONG A GRAVEL ROAD
 GA2937'LEADING TO KAYJAY, ABOUT 0.25 MILE SOUTHEAST OF THE TOP OF A LONG
 GA2937'GRADE, ON THE SOUTHEAST SLOPE OF LONG CROOKED HILL, 13 FEET
 GA2937'NORTHEAST OF THE CENTER LINE OF THE ROAD, 50 FEET NORTH AND ACROSS
 GA2937'THE ROAD FROM THE NORTH CORNER OF A SMALL FARM HOUSE WITH
 GA2937'IMITATION BRICK SIDING, SET VERTICALLY IN THE SMOOTH FACE OF A
 GA2937'6-FOOT SOLID ROCK IN A BENCH CUT, AND ABOUT 5 1/2 FEET ABOVE THE
 GA2937'ROAD.
 GA2937
 GA2937                          STATION RECOVERY (1957)
 GA2937
 GA2937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2937'RECOVERED IN GOOD CONDITION.
 GA2937
 GA2937                          STATION RECOVERY (2002)
 GA2937
 GA2937'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2921 ***********************************************************************
 GA2921  DESIGNATION -  G 208
 GA2921  PID         -  GA2921
 GA2921  STATE/COUNTY-  KY/KNOX
 GA2921  USGS QUAD   -  FRAKES (1952)
 GA2921
 GA2921                         *CURRENT SURVEY CONTROL
 GA2921  ___________________________________________________________________
 GA2921* NAD 83(1986)-  36 44 33.     (N)    083 54 51.     (W)     SCALED    
 GA2921* NAVD 88     -       318.702  (meters)    1045.61   (feet)  ADJUSTED  
 GA2921  ___________________________________________________________________
 GA2921  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GA2921  DYNAMIC HT  -         318.432 (meters)    1044.72  (feet)  COMP
 GA2921  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 GA2921
 GA2921  VERT ORDER  -  SECOND    CLASS 0
 GA2921
 GA2921.The horizontal coordinates were scaled from a topographic map and have
 GA2921.an estimated accuracy of +/- 6 seconds.
 GA2921
 GA2921.The orthometric height was determined by differential leveling
 GA2921.and adjusted by the National Geodetic Survey in June 1991..
 GA2921
 GA2921.The geoid height was determined by GEOID03.
 GA2921
 GA2921.The dynamic height is computed by dividing the NAVD 88
 GA2921.geopotential number by the normal gravity value computed on the
 GA2921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2921.degrees latitude (g = 980.6199 gals.).
 GA2921
 GA2921.The modeled gravity was interpolated from observed gravity values.
 GA2921
 GA2921;                    North         East    Units  Estimated Accuracy
 GA2921;SPC KY1Z     - 1,047,030.    1,663,970.      MT  (+/- 180 meters Scaled)
 GA2921
 GA2921                          SUPERSEDED SURVEY CONTROL
 GA2921
 GA2921  NGVD 29 (??/??/92)  318.850  (m)         1046.09   (f) ADJ UNCH    2 0
 GA2921
 GA2921.Superseded values are not recommended for survey control.
 GA2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2921.See file dsdata.txt to determine how the superseded data were derived.
 GA2921
 GA2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA398702(NAD 83)
 GA2921_MARKER: DB = BENCH MARK DISK
 GA2921_SETTING: 66 = SET IN ROCK OUTCROP
 GA2921_SP_SET: LEDGE
 GA2921_STAMPING: G 208 1951 1046.094
 GA2921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2921+STABILITY: POSITION/ELEVATION WELL
 GA2921
 GA2921  HISTORY     - Date     Condition        Report By
 GA2921  HISTORY     - 1951     MONUMENTED       CGS
 GA2921  HISTORY     - 1957     GOOD             NGS
 GA2921
 GA2921                          STATION DESCRIPTION
 GA2921
 GA2921'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2921'4.6 MI W FROM KAYJAY.
 GA2921'2.4 MILES WEST ALONG A ROUGH ROAD FROM THE POST OFFICE AT KAYJAY,
 GA2921'THENCE ABOUT 2.2 MILES SOUTHWEST ALONG A TRAIL LEADING OVER RIDGE
 GA2921'TO EAST RIDGE BRANCH, ABOUT 100 YARDS NORTHEAST OF THE JUNCTION
 GA2921'OF A TRAIL, 15 FEET SOUTHEAST OF THE CENTER LINE OF TRAIL
 GA2921'NORTHEAST, 31 1/2 FEET SOUTHEAST OF CENTER OF EAST RIDGE BRANCH,
 GA2921'SET VERTICALLY ABOUT 7 INCHES ABOVE THE GROUND IN THE FACE AND AT
 GA2921'THE BOTTOM AND CENTER OF A SLANTING 6 FOOT HIGH AND 20-FOOT
 GA2921'WIDE CLIFF AND ABOUT 1 FOOT ABOVE THE TRAIL.  NOTE-- MARK MAY BE
 GA2921'REACHED FROM THE BAPTIST CHURCH AND CEMETERY AT CARPENTER BY
 GA2921'GOING ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 92, THENCE
 GA2921'ABOUT 3.2 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 1.1
 GA2921'MILES EAST ALONG A ROAD AND TRAIL FOLLOWING EAST RIDGE BRANCH.
 GA2921
 GA2921                          STATION RECOVERY (1957)
 GA2921
 GA2921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2639 ***********************************************************************
 GA2639  DESIGNATION -  G 209
 GA2639  PID         -  GA2639
 GA2639  STATE/COUNTY-  KY/BELL
 GA2639  USGS QUAD   -  FORK RIDGE (1959)
 GA2639
 GA2639                         *CURRENT SURVEY CONTROL
 GA2639  ___________________________________________________________________
 GA2639* NAD 83(1986)-  36 36 33.     (N)    083 48 31.     (W)     SCALED    
 GA2639* NAVD 88     -       457.433  (meters)    1500.76   (feet)  ADJUSTED  
 GA2639  ___________________________________________________________________
 GA2639  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GA2639  DYNAMIC HT  -         457.025 (meters)    1499.42  (feet)  COMP
 GA2639  MODELED GRAV-     979,726.4   (mgal)                       NAVD 88
 GA2639
 GA2639  VERT ORDER  -  SECOND    CLASS 0
 GA2639
 GA2639.The horizontal coordinates were scaled from a topographic map and have
 GA2639.an estimated accuracy of +/- 6 seconds.
 GA2639
 GA2639.The orthometric height was determined by differential leveling
 GA2639.and adjusted by the National Geodetic Survey in June 1991..
 GA2639
 GA2639.The geoid height was determined by GEOID03.
 GA2639
 GA2639.The dynamic height is computed by dividing the NAVD 88
 GA2639.geopotential number by the normal gravity value computed on the
 GA2639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2639.degrees latitude (g = 980.6199 gals.).
 GA2639
 GA2639.The modeled gravity was interpolated from observed gravity values.
 GA2639
 GA2639;                    North         East    Units  Estimated Accuracy
 GA2639;SPC KY1Z     - 1,032,420.    1,673,700.      MT  (+/- 180 meters Scaled)
 GA2639
 GA2639                          SUPERSEDED SURVEY CONTROL
 GA2639
 GA2639  NGVD 29 (??/??/92)  457.559  (m)         1501.17   (f) ADJ UNCH    2 0
 GA2639
 GA2639.Superseded values are not recommended for survey control.
 GA2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2639.See file dsdata.txt to determine how the superseded data were derived.
 GA2639
 GA2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA487551(NAD 83)
 GA2639_MARKER: DB = BENCH MARK DISK
 GA2639_SETTING: 66 = SET IN ROCK OUTCROP
 GA2639_SP_SET: ROCK OUTCROP
 GA2639_STAMPING: G 209 1951 1501.175
 GA2639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2639+STABILITY: POSITION/ELEVATION WELL
 GA2639
 GA2639  HISTORY     - Date     Condition        Report By
 GA2639  HISTORY     - 1951     MONUMENTED       CGS
 GA2639  HISTORY     - 1957     POOR             NGS
 GA2639
 GA2639                          STATION DESCRIPTION
 GA2639
 GA2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2639'1 MI E FROM CAPITO.
 GA2639'1.0 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GA2639'THE POST OFFICE AT CAPITO, ABOUT 170 YARDS WEST OF MILE POST 222,
 GA2639'26 FEET SOUTH OF THE SOUTHWEST CORNER OF TRESTLE NO. 17, ABOUT 4
 GA2639'RAILS EAST OF THE CROSSING OF A ROAD LEADING SOUTHWEST FROM STATE
 GA2639'HIGHWAY 74 TO A COAL MINE, ABOUT 0.15 MILE EAST OF A RAILROAD
 GA2639'WATER TANK, SET IN THE TOP OF A LARGE OUTCROP OF ROCK FORMING THE
 GA2639'NORTHWEST BANK OF A CREEK, 26 FEET SOUTH OF THE SOUTH RAIL AND
 GA2639'ABOUT 6 FEET BELOW THE TRACK.
 GA2639
 GA2639                          STATION RECOVERY (1957)
 GA2639
 GA2639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2639'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2998 ***********************************************************************
 GA2998  DESIGNATION -  G 210
 GA2998  PID         -  GA2998
 GA2998  STATE/COUNTY-  KY/BELL
 GA2998  USGS QUAD   -  FRAKES (1952)
 GA2998
 GA2998                         *CURRENT SURVEY CONTROL
 GA2998  ___________________________________________________________________
 GA2998* NAD 83(1986)-  36 39 36.     (N)    083 53 30.     (W)     SCALED    
 GA2998* NAVD 88     -       465.226  (meters)    1526.33   (feet)  ADJUSTED  
 GA2998  ___________________________________________________________________
 GA2998  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GA2998  DYNAMIC HT  -         464.815 (meters)    1524.98  (feet)  COMP
 GA2998  MODELED GRAV-     979,732.2   (mgal)                       NAVD 88
 GA2998
 GA2998  VERT ORDER  -  SECOND    CLASS 0
 GA2998
 GA2998.The horizontal coordinates were scaled from a topographic map and have
 GA2998.an estimated accuracy of +/- 6 seconds.
 GA2998
 GA2998.The orthometric height was determined by differential leveling
 GA2998.and adjusted by the National Geodetic Survey in June 1991..
 GA2998
 GA2998.The geoid height was determined by GEOID03.
 GA2998
 GA2998.The dynamic height is computed by dividing the NAVD 88
 GA2998.geopotential number by the normal gravity value computed on the
 GA2998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2998.degrees latitude (g = 980.6199 gals.).
 GA2998
 GA2998.The modeled gravity was interpolated from observed gravity values.
 GA2998
 GA2998;                    North         East    Units  Estimated Accuracy
 GA2998;SPC KY1Z     - 1,037,910.    1,666,160.      MT  (+/- 180 meters Scaled)
 GA2998
 GA2998                          SUPERSEDED SURVEY CONTROL
 GA2998
 GA2998  NGVD 29 (??/??/92)  465.353  (m)         1526.75   (f) ADJ UNCH    2 0
 GA2998
 GA2998.Superseded values are not recommended for survey control.
 GA2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2998.See file dsdata.txt to determine how the superseded data were derived.
 GA2998
 GA2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA415610(NAD 83)
 GA2998_MARKER: DB = BENCH MARK DISK
 GA2998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2998_SP_SET: CULVERT
 GA2998_STAMPING: G 210 1951 1526.746
 GA2998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2998
 GA2998  HISTORY     - Date     Condition        Report By
 GA2998  HISTORY     - 1951     MONUMENTED       CGS
 GA2998  HISTORY     - 1957     POOR             NGS
 GA2998
 GA2998                          STATION DESCRIPTION
 GA2998
 GA2998'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2998'2.4 MI NE FROM FRAKES.
 GA2998'2.35 MILES NORTHEAST ALONG STATE HIGHWAY 190 FROM THE POST OFFICE
 GA2998'AT FRAKES, ABOUT 0.15 MILE SOUTHWEST OF THE JUNCTION OF A GRAVEL
 GA2998'ROAD SOUTHEAST AND HENDERSON HALL CHURCH, SET IN THE TOP OF THE
 GA2998'WEST END OF THE SOUTH HEAD WALL OF A 10-FOOT CONCRETE CULVERT,
 GA2998'18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 4 FEET
 GA2998'BELOW THE HIGHWAY.
 GA2998
 GA2998                          STATION RECOVERY (1957)
 GA2998
 GA2998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2998'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3017 ***********************************************************************
 GA3017  DESIGNATION -  G 211
 GA3017  PID         -  GA3017
 GA3017  STATE/COUNTY-  KY/BELL
 GA3017  USGS QUAD   -  KAYJAY (1983)
 GA3017
 GA3017                         *CURRENT SURVEY CONTROL
 GA3017  ___________________________________________________________________
 GA3017* NAD 83(1986)-  36 41 17.     (N)    083 45 39.     (W)     SCALED    
 GA3017* NAVD 88     -       391.252  (meters)    1283.63   (feet)  ADJUSTED  
 GA3017  ___________________________________________________________________
 GA3017  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GA3017  DYNAMIC HT  -         390.913 (meters)    1282.52  (feet)  COMP
 GA3017  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 GA3017
 GA3017  VERT ORDER  -  SECOND    CLASS 0
 GA3017
 GA3017.The horizontal coordinates were scaled from a topographic map and have
 GA3017.an estimated accuracy of +/- 6 seconds.
 GA3017
 GA3017.The orthometric height was determined by differential leveling
 GA3017.and adjusted by the National Geodetic Survey in June 1991..
 GA3017
 GA3017.The geoid height was determined by GEOID03.
 GA3017
 GA3017.The dynamic height is computed by dividing the NAVD 88
 GA3017.geopotential number by the normal gravity value computed on the
 GA3017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3017.degrees latitude (g = 980.6199 gals.).
 GA3017
 GA3017.The modeled gravity was interpolated from observed gravity values.
 GA3017
 GA3017;                    North         East    Units  Estimated Accuracy
 GA3017;SPC KY1Z     - 1,041,270.    1,677,790.      MT  (+/- 180 meters Scaled)
 GA3017
 GA3017                          SUPERSEDED SURVEY CONTROL
 GA3017
 GA3017  NGVD 29 (??/??/92)  391.394  (m)         1284.10   (f) ADJ UNCH    2 0
 GA3017
 GA3017.Superseded values are not recommended for survey control.
 GA3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3017.See file dsdata.txt to determine how the superseded data were derived.
 GA3017
 GA3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA533638(NAD 83)
 GA3017_MARKER: DD = SURVEY DISK
 GA3017_SETTING: 80 = SET IN A BOULDER
 GA3017_STAMPING: G 211 1951 1284.098
 GA3017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3017+STABILITY: SURFACE MOTION
 GA3017
 GA3017  HISTORY     - Date     Condition        Report By
 GA3017  HISTORY     - 1951     MONUMENTED       CGS
 GA3017  HISTORY     - 1957     POOR             NGS
 GA3017
 GA3017                          STATION DESCRIPTION
 GA3017
 GA3017'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA3017'3.8 MI SW FROM CLEAR CREEK SPRINGS.
 GA3017'3.85 MILES SOUTHWEST ALONG LITTLE CLEAR CREEK ROAD FROM THE
 GA3017'JUNCTION OF STATE HIGHWAY 190 AND HARMONY SCHOOL AND BAPTIST
 GA3017'CHURCH AT CLEAR CREEK SPRINGS, ABOUT 1.45 MILE SOUTHWEST OF A
 GA3017'CHURCH AND CEMETERY, ABOUT 0.55 MILE SOUTHWEST OF CROSSING OF
 GA3017'JACK BRANCH, ABOUT 0.35 MILE NORTHEAST OF PINE GROVE SCHOOL,
 GA3017'ABOUT 90 YARDS SOUTHWEST OF A FORD ACROSS LITTLE CLEAR CREEK, SET
 GA3017'VERTICALLY IN THE NORTHEAST FACE OF A 15 BY 16 FOOT BY 10 FOOT
 GA3017'HIGH BOULDER, 1 FOOT SOUTHWEST OF THE EAST CORNER OF BOULDER, 30
 GA3017'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET ABOVE
 GA3017'THE GROUND AND ABOUT 8 FEET ABOVE THE ROAD.
 GA3017
 GA3017                          STATION RECOVERY (1957)
 GA3017
 GA3017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA3017'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1417 ***********************************************************************
 GZ1417  DESIGNATION -  G 212
 GZ1417  PID         -  GZ1417
 GZ1417  STATE/COUNTY-  KY/MARION
 GZ1417  USGS QUAD   -  LEBANON EAST (1994)
 GZ1417
 GZ1417                         *CURRENT SURVEY CONTROL
 GZ1417  ___________________________________________________________________
 GZ1417* NAD 83(1986)-  37 31 13.     (N)    085 11 52.     (W)     SCALED    
 GZ1417* NAVD 88     -       216.941  (meters)     711.75   (feet)  ADJUSTED  
 GZ1417  ___________________________________________________________________
 GZ1417  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 GZ1417  DYNAMIC HT  -         216.769 (meters)     711.18  (feet)  COMP
 GZ1417  MODELED GRAV-     979,835.6   (mgal)                       NAVD 88
 GZ1417
 GZ1417  VERT ORDER  -  SECOND    CLASS 0
 GZ1417
 GZ1417.The horizontal coordinates were scaled from a topographic map and have
 GZ1417.an estimated accuracy of +/- 6 seconds.
 GZ1417
 GZ1417.The orthometric height was determined by differential leveling
 GZ1417.and adjusted by the National Geodetic Survey in June 1991..
 GZ1417
 GZ1417.The geoid height was determined by GEOID03.
 GZ1417
 GZ1417.The dynamic height is computed by dividing the NAVD 88
 GZ1417.geopotential number by the normal gravity value computed on the
 GZ1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1417.degrees latitude (g = 980.6199 gals.).
 GZ1417
 GZ1417.The modeled gravity was interpolated from observed gravity values.
 GZ1417
 GZ1417;                    North         East    Units  Estimated Accuracy
 GZ1417;SPC KY1Z     - 1,131,880.    1,548,810.      MT  (+/- 180 meters Scaled)
 GZ1417
 GZ1417                          SUPERSEDED SURVEY CONTROL
 GZ1417
 GZ1417  NGVD 29 (??/??/92)  217.080  (m)          712.20   (f) ADJ UNCH    2 0
 GZ1417
 GZ1417.Superseded values are not recommended for survey control.
 GZ1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1417.See file dsdata.txt to determine how the superseded data were derived.
 GZ1417
 GZ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG592541(NAD 83)
 GZ1417_MARKER: DB = BENCH MARK DISK
 GZ1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1417_STAMPING: G 212 1951 712.203
 GZ1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1417+STABILITY: SURFACE MOTION
 GZ1417
 GZ1417  HISTORY     - Date     Condition        Report By
 GZ1417  HISTORY     - 1951     MONUMENTED       CGS
 GZ1417  HISTORY     - 1958     GOOD             NGS
 GZ1417  HISTORY     - 1983     GOOD             KYDT
 GZ1417
 GZ1417                          STATION DESCRIPTION
 GZ1417
 GZ1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1417'5 MI SE FROM LEBANON.
 GZ1417'ABOUT 5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM THE JUNCTION
 GZ1417'OF U.S. HIGHWAY 68 AT LEBANON, ABOUT 4.4 MILES NORTHWEST OF THE
 GZ1417'SCHOOL AT BRADFORDSVILLE, ABOUT 0.85 MILE SOUTHEAST OF A BRIDGE
 GZ1417'OVER CASEY CREEK, ABOUT 0.6 MILE NORTHWEST OF A NARROW BRIDGE
 GZ1417'OVER POPE CREEK, 23 FEET NORTHEAST OF THE CENTER LINE OF THE
 GZ1417'HIGHWAY AT THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTH
 GZ1417'AND WEST, 1 FOOT SOUTHWEST OF A FENCE LINE, ABOUT 15 YARDS WEST
 GZ1417'OF THE WEST EDGE OF A SMALL STOCK POND, 15 FEET NORTHWEST OF A
 GZ1417'24-INCH BLACK WALNUT TREE, 2 FEET NORTHWEST OF A WHITE WOODEN
 GZ1417'WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP
 GZ1417'OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1417
 GZ1417                          STATION RECOVERY (1958)
 GZ1417
 GZ1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1417'RECOVERED IN GOOD CONDITION.
 GZ1417
 GZ1417                          STATION RECOVERY (1983)
 GZ1417
 GZ1417'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1334 ***********************************************************************
 GZ1334  DESIGNATION -  G 213
 GZ1334  PID         -  GZ1334
 GZ1334  STATE/COUNTY-  KY/CASEY
 GZ1334  USGS QUAD   -  PARKSVILLE (1952)
 GZ1334
 GZ1334                         *CURRENT SURVEY CONTROL
 GZ1334  ___________________________________________________________________
 GZ1334* NAD 83(1986)-  37 30 21.     (N)    084 55 55.     (W)     SCALED    
 GZ1334* NAVD 88     -       288.238  (meters)     945.66   (feet)  ADJUSTED  
 GZ1334  ___________________________________________________________________
 GZ1334  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GZ1334  DYNAMIC HT  -         288.012 (meters)     944.92  (feet)  COMP
 GZ1334  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 GZ1334
 GZ1334  VERT ORDER  -  SECOND    CLASS 0
 GZ1334
 GZ1334.The horizontal coordinates were scaled from a topographic map and have
 GZ1334.an estimated accuracy of +/- 6 seconds.
 GZ1334
 GZ1334.The orthometric height was determined by differential leveling
 GZ1334.and adjusted by the National Geodetic Survey in June 1991..
 GZ1334
 GZ1334.The geoid height was determined by GEOID03.
 GZ1334
 GZ1334.The dynamic height is computed by dividing the NAVD 88
 GZ1334.geopotential number by the normal gravity value computed on the
 GZ1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1334.degrees latitude (g = 980.6199 gals.).
 GZ1334
 GZ1334.The modeled gravity was interpolated from observed gravity values.
 GZ1334
 GZ1334;                    North         East    Units  Estimated Accuracy
 GZ1334;SPC KY1Z     - 1,130,440.    1,572,330.      MT  (+/- 180 meters Scaled)
 GZ1334
 GZ1334                          SUPERSEDED SURVEY CONTROL
 GZ1334
 GZ1334  NGVD 29 (??/??/92)  288.375  (m)          946.11   (f) ADJ UNCH    2 0
 GZ1334
 GZ1334.Superseded values are not recommended for survey control.
 GZ1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1334.See file dsdata.txt to determine how the superseded data were derived.
 GZ1334
 GZ1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG827529(NAD 83)
 GZ1334_MARKER: DB = BENCH MARK DISK
 GZ1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1334_STAMPING: G 213 1951 946.110
 GZ1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1334+STABILITY: SURFACE MOTION
 GZ1334
 GZ1334  HISTORY     - Date     Condition        Report By
 GZ1334  HISTORY     - 1951     MONUMENTED       CGS
 GZ1334  HISTORY     - 1958     GOOD             NGS
 GZ1334
 GZ1334                          STATION DESCRIPTION
 GZ1334
 GZ1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1334'7.5 MI NE FROM JACKTOWN.
 GZ1334'ABOUT 6.1 MILES NORTHEAST ALONG STATE HIGHWAY 243 FROM THE
 GZ1334'JUNCTION OF STATE HIGHWAY 49 AT JACKTOWN, THENCE ABOUT 1.4
 GZ1334'MILES EAST ALONG A GRAVEL ROAD, ABOUT 0.7 MILE EAST OF SHOEHAMMER
 GZ1334'ROAD, AT THE JUNCTION OF A TRAIL LEADING NORTH ALONG SIMPSON
 GZ1334'HOLLOW (MAIN ROUTE), 58 FEET NORTH OF THE CENTER LINE OF ROAD,
 GZ1334'28 FEET WEST OF CENTER LINE OF TRAIL, 6 YARDS EAST OF CENTER
 GZ1334'OF SIMPSON HOLLOW, 10 FEET SOUTH OF A 30-INCH SYCAMORE TREE, 53
 GZ1334'FEET NORTH-NORTHEAST OF THE NORTHEAST NORTHEAST CORNER OF A
 GZ1334'WOODEN BRIDGE ON MAIN ROAD, 2 FEET NORTHEAST OF A WHITE WOODEN
 GZ1334'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 GZ1334'CONCRETE POST PROJECTING 1 INCH.
 GZ1334
 GZ1334                          STATION RECOVERY (1958)
 GZ1334
 GZ1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1725 ***********************************************************************
 GZ1725  DESIGNATION -  G 214
 GZ1725  PID         -  GZ1725
 GZ1725  STATE/COUNTY-  KY/TAYLOR
 GZ1725  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ1725
 GZ1725                         *CURRENT SURVEY CONTROL
 GZ1725  ___________________________________________________________________
 GZ1725* NAD 83(1986)-  37 19 27.     (N)    085 16 53.     (W)     SCALED    
 GZ1725* NAVD 88     -       211.907  (meters)     695.23   (feet)  ADJUSTED  
 GZ1725  ___________________________________________________________________
 GZ1725  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GZ1725  DYNAMIC HT  -         211.738 (meters)     694.68  (feet)  COMP
 GZ1725  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 GZ1725
 GZ1725  VERT ORDER  -  SECOND    CLASS 0
 GZ1725
 GZ1725.The horizontal coordinates were scaled from a topographic map and have
 GZ1725.an estimated accuracy of +/- 6 seconds.
 GZ1725
 GZ1725.The orthometric height was determined by differential leveling
 GZ1725.and adjusted by the National Geodetic Survey in June 1991..
 GZ1725
 GZ1725.The geoid height was determined by GEOID03.
 GZ1725
 GZ1725.The dynamic height is computed by dividing the NAVD 88
 GZ1725.geopotential number by the normal gravity value computed on the
 GZ1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1725.degrees latitude (g = 980.6199 gals.).
 GZ1725
 GZ1725.The modeled gravity was interpolated from observed gravity values.
 GZ1725
 GZ1725;                    North         East    Units  Estimated Accuracy
 GZ1725;SPC KY1Z     - 1,110,070.    1,541,530.      MT  (+/- 180 meters Scaled)
 GZ1725
 GZ1725                          SUPERSEDED SURVEY CONTROL
 GZ1725
 GZ1725  NGVD 29 (??/??/92)  212.047  (m)          695.69   (f) ADJ UNCH    2 0
 GZ1725
 GZ1725.Superseded values are not recommended for survey control.
 GZ1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1725.See file dsdata.txt to determine how the superseded data were derived.
 GZ1725
 GZ1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG522322(NAD 83)
 GZ1725_MARKER: DB = BENCH MARK DISK
 GZ1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1725_STAMPING: G 214 1951 695.691
 GZ1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1725+STABILITY: SURFACE MOTION
 GZ1725
 GZ1725  HISTORY     - Date     Condition        Report By
 GZ1725  HISTORY     - 1951     MONUMENTED       CGS
 GZ1725  HISTORY     - 1970     MARK NOT FOUND   NGS
 GZ1725
 GZ1725                          STATION DESCRIPTION
 GZ1725
 GZ1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1725'4 MI E FROM CAMPBELLSVILLE.
 GZ1725'ABOUT 3.95 MILES EAST ALONG STATE HIGHWAY 70 FROM THE LOUISVILLE
 GZ1725'AND NASHVILLE RAILROAD STATION AT CAMPBELLSVILLE, ABOUT 0.2
 GZ1725'MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 76 LEADING
 GZ1725'SOUTH TO ELK HORN, ABOUT 2.5 MILES SOUTHWEST OF THE CROSSROADS
 GZ1725'AND SCHOOL AT ACTON, 85 YARDS SOUTHWEST OF THE SOUTHWEST END
 GZ1725'OF A NARROW CONCRETE BRIDGE, 21 FEET SOUTHEAST OF THE CENTER
 GZ1725'LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A FENCE LINE, 117 1/2
 GZ1725'FEET NORTH OF THE NORTH PORCH CORNER OF A LARGE FARM HOUSE,
 GZ1725'13 FEET SOUTHWEST OF THE SOUTHWEST GATE POST OF A GATE TO A
 GZ1725'PASTURE, 52 FEET NORTHEAST OF A FENCE CORNER, 2 FEET NORTHEAST
 GZ1725'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 GZ1725'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1725
 GZ1725                          STATION RECOVERY (1970)
 GZ1725
 GZ1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GZ1725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1591 ***********************************************************************
 GZ1591  DESIGNATION -  G 215
 GZ1591  PID         -  GZ1591
 GZ1591  STATE/COUNTY-  KY/TAYLOR
 GZ1591  USGS QUAD   -  BRADFORDSVILLE (1952)
 GZ1591
 GZ1591                         *CURRENT SURVEY CONTROL
 GZ1591  ___________________________________________________________________
 GZ1591* NAD 83(1986)-  37 25 02.     (N)    085 10 03.     (W)     SCALED    
 GZ1591* NAVD 88     -       238.512  (meters)     782.52   (feet)  ADJUSTED  
 GZ1591  ___________________________________________________________________
 GZ1591  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 GZ1591  DYNAMIC HT  -         238.321 (meters)     781.89  (feet)  COMP
 GZ1591  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 GZ1591
 GZ1591  VERT ORDER  -  SECOND    CLASS 0
 GZ1591
 GZ1591.The horizontal coordinates were scaled from a topographic map and have
 GZ1591.an estimated accuracy of +/- 6 seconds.
 GZ1591
 GZ1591.The orthometric height was determined by differential leveling
 GZ1591.and adjusted by the National Geodetic Survey in June 1991..
 GZ1591
 GZ1591.The geoid height was determined by GEOID03.
 GZ1591
 GZ1591.The dynamic height is computed by dividing the NAVD 88
 GZ1591.geopotential number by the normal gravity value computed on the
 GZ1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1591.degrees latitude (g = 980.6199 gals.).
 GZ1591
 GZ1591.The modeled gravity was interpolated from observed gravity values.
 GZ1591
 GZ1591;                    North         East    Units  Estimated Accuracy
 GZ1591;SPC KY1Z     - 1,120,450.    1,551,560.      MT  (+/- 180 meters Scaled)
 GZ1591
 GZ1591                          SUPERSEDED SURVEY CONTROL
 GZ1591
 GZ1591  NGVD 29 (??/??/92)  238.646  (m)          782.96   (f) ADJ UNCH    2 0
 GZ1591
 GZ1591.Superseded values are not recommended for survey control.
 GZ1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1591.See file dsdata.txt to determine how the superseded data were derived.
 GZ1591
 GZ1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG621427(NAD 83)
 GZ1591_MARKER: DB = BENCH MARK DISK
 GZ1591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1591_SP_SET: CULVERT
 GZ1591_STAMPING: G 215 1951 782.958
 GZ1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1591
 GZ1591  HISTORY     - Date     Condition        Report By
 GZ1591  HISTORY     - 1951     MONUMENTED       CGS
 GZ1591  HISTORY     - 1958     GOOD             NGS
 GZ1591  HISTORY     - 1983     GOOD             KYDT
 GZ1591
 GZ1591                          STATION DESCRIPTION
 GZ1591
 GZ1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1591'2.2 MI W FROM MERRIMAC.
 GZ1591'ABOUT 2.25 MILES WEST ALONG A GRAVEL ROAD FROM THE METHODIST
 GZ1591'CHURCH AT MERRIMAC, AT THE INTERSECTION OF STATE HIGHWAY 337,
 GZ1591'ABOUT 40 YARDS NORTH OF THE CENTER OF THE INTERSECTION, SET IN THE
 GZ1591'TOP OF THE NORTH END OF THE EAST HEAD WALL OF A 6-FOOT CONCRETE
 GZ1591'CULVERT UNDER HIGHWAY, 14 1/2 FEET EAST OF THE CENTER LINE OF THE
 GZ1591'HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.  NOTE-- MARK MAY BE REACHED
 GZ1591'FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 337 AT MANNSVILLE BY
 GZ1591'GOING ABOUT 3.6 MILES NORTH ALONG STATE HIGHWAY 337.
 GZ1591
 GZ1591                          STATION RECOVERY (1958)
 GZ1591
 GZ1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1591'RECOVERED IN GOOD CONDITION.
 GZ1591
 GZ1591                          STATION RECOVERY (1983)
 GZ1591
 GZ1591'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1039 ***********************************************************************
 GZ1039  DESIGNATION -  G 216
 GZ1039  PID         -  GZ1039
 GZ1039  STATE/COUNTY-  KY/PULASKI
 GZ1039  USGS QUAD   -  SCIENCE HILL (1961)
 GZ1039
 GZ1039                         *CURRENT SURVEY CONTROL
 GZ1039  ___________________________________________________________________
 GZ1039* NAD 83(1986)-  37 09 40.     (N)    084 43 10.     (W)     SCALED    
 GZ1039* NAVD 88     -       251.535  (meters)     825.24   (feet)  POSTED    
 GZ1039  ___________________________________________________________________
 GZ1039  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GZ1039  DYNAMIC HT  -         251.330 (meters)     824.57  (feet)  COMP
 GZ1039  MODELED GRAV-     979,828.1   (mgal)                       NAVD 88
 GZ1039
 GZ1039  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GZ1039
 GZ1039.The horizontal coordinates were scaled from a topographic map and have
 GZ1039.an estimated accuracy of +/- 6 seconds.
 GZ1039
 GZ1039.The orthometric height was determined by differential leveling
 GZ1039.and adjusted by the National Geodetic Survey in 1992..
 GZ1039.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GZ1039.rate of 2.1 thru 3.0 mm/km.
 GZ1039
 GZ1039.The geoid height was determined by GEOID03.
 GZ1039
 GZ1039.The dynamic height is computed by dividing the NAVD 88
 GZ1039.geopotential number by the normal gravity value computed on the
 GZ1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1039.degrees latitude (g = 980.6199 gals.).
 GZ1039
 GZ1039.The modeled gravity was interpolated from observed gravity values.
 GZ1039
 GZ1039;                    North         East    Units  Estimated Accuracy
 GZ1039;SPC KY1Z     - 1,092,380.    1,591,530.      MT  (+/- 180 meters Scaled)
 GZ1039
 GZ1039                          SUPERSEDED SURVEY CONTROL
 GZ1039
 GZ1039  NGVD 29 (??/??/92)  251.674  (m)          825.70   (f) ADJ UNCH    2 0
 GZ1039
 GZ1039.Superseded values are not recommended for survey control.
 GZ1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1039.See file dsdata.txt to determine how the superseded data were derived.
 GZ1039
 GZ1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG025151(NAD 83)
 GZ1039_MARKER: DB = BENCH MARK DISK
 GZ1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1039_STAMPING: G 216 1951 825.700
 GZ1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1039+STABILITY: SURFACE MOTION
 GZ1039
 GZ1039  HISTORY     - Date     Condition        Report By
 GZ1039  HISTORY     - 1951     MONUMENTED       CGS
 GZ1039  HISTORY     - 1958     GOOD             NGS
 GZ1039  HISTORY     - 20050509 MARK NOT FOUND   KYDT
 GZ1039
 GZ1039                          STATION DESCRIPTION
 GZ1039
 GZ1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1039'1.4 MI E FROM KING BEE.
 GZ1039'ABOUT 1.45 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1039'AT KING BEE, ABOUT 0.8 MILE WEST OF A BRIDGE OVER FISHING CREEK,
 GZ1039'ON THE OUTSIDE AND NEAR THE CENTER OF A CURVE WITH TANGENTS
 GZ1039'EXTENDING NORTHWEST AND EAST-NORTHEAST, 36 FEET SOUTH-SOUTHWEST
 GZ1039'OF THE CENTER LINE OF ROAD, 79 1/2 FEET SOUTH AND ACROSS ROAD
 GZ1039'FROM A 26-INCH CHERRY TREE IN A FENCE LINE, 68 1/2 FEET
 GZ1039'SOUTHEAST OF THE CENTER LINE OF A DRIVE SOUTHWEST TO A FIELD,
 GZ1039'ABOUT 340 FEET SOUTHEAST OF THE JUNCTION OF A NARROW GRAVEL
 GZ1039'ROAD LEADING NORTH, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 GZ1039'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 GZ1039'CONCRETE POST PROJECTING 5 INCHES.
 GZ1039
 GZ1039                          STATION RECOVERY (1958)
 GZ1039
 GZ1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1039'RECOVERED IN GOOD CONDITION.
 GZ1039
 GZ1039                          STATION RECOVERY (2005)
 GZ1039
 GZ1039'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1039'MARK BELIEVED TO BE DESTROYED BY PREVIOUS ROAD CONSTRUCTION, CURVE
 GZ1039'REVISION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0975 ***********************************************************************
 GZ0975  DESIGNATION -  G 217
 GZ0975  PID         -  GZ0975
 GZ0975  STATE/COUNTY-  KY/CASEY
 GZ0975  USGS QUAD   -  PHIL (1953)
 GZ0975
 GZ0975                         *CURRENT SURVEY CONTROL
 GZ0975  ___________________________________________________________________
 GZ0975* NAD 83(1986)-  37 12 28.     (N)    084 57 04.     (W)     SCALED    
 GZ0975* NAVD 88     -       232.273  (meters)     762.05   (feet)  ADJUSTED  
 GZ0975  ___________________________________________________________________
 GZ0975  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GZ0975  DYNAMIC HT  -         232.087 (meters)     761.44  (feet)  COMP
 GZ0975  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 GZ0975
 GZ0975  VERT ORDER  -  SECOND    CLASS 0
 GZ0975
 GZ0975.The horizontal coordinates were scaled from a topographic map and have
 GZ0975.an estimated accuracy of +/- 6 seconds.
 GZ0975
 GZ0975.The orthometric height was determined by differential leveling
 GZ0975.and adjusted by the National Geodetic Survey in June 1991..
 GZ0975
 GZ0975.The geoid height was determined by GEOID03.
 GZ0975
 GZ0975.The dynamic height is computed by dividing the NAVD 88
 GZ0975.geopotential number by the normal gravity value computed on the
 GZ0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0975.degrees latitude (g = 980.6199 gals.).
 GZ0975
 GZ0975.The modeled gravity was interpolated from observed gravity values.
 GZ0975
 GZ0975;                    North         East    Units  Estimated Accuracy
 GZ0975;SPC KY1Z     - 1,097,350.    1,570,910.      MT  (+/- 180 meters Scaled)
 GZ0975
 GZ0975                          SUPERSEDED SURVEY CONTROL
 GZ0975
 GZ0975  NGVD 29 (??/??/92)  232.413  (m)          762.51   (f) ADJ UNCH    2 0
 GZ0975
 GZ0975.Superseded values are not recommended for survey control.
 GZ0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0975.See file dsdata.txt to determine how the superseded data were derived.
 GZ0975
 GZ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG818198(NAD 83)
 GZ0975_MARKER: DB = BENCH MARK DISK
 GZ0975_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0975_SP_SET: BRIDGE
 GZ0975_STAMPING: G 217 1951 762.508
 GZ0975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0975
 GZ0975  HISTORY     - Date     Condition        Report By
 GZ0975  HISTORY     - 1951     MONUMENTED       CGS
 GZ0975  HISTORY     - 1958     GOOD             NGS
 GZ0975  HISTORY     - 1984     GOOD             KYDT
 GZ0975
 GZ0975                          STATION DESCRIPTION
 GZ0975
 GZ0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0975'0.5 MI S FROM PHIL.
 GZ0975'ABOUT 0.5 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GZ0975'AND ROAD JUNCTION AT PHIL, SET IN THE TOP OF THE WEST END OF THE
 GZ0975'SOUTH CONCRETE ABUTMENT OF A 150-FOOT BRIDGE OVER TRACE FORK CREEK,
 GZ0975'14 FEET WEST OF THE CENTER LINE OF THE ROAD AND ABOUT 1 FOOT
 GZ0975'ABOVE THE ROAD.
 GZ0975
 GZ0975                          STATION RECOVERY (1958)
 GZ0975
 GZ0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0975'RECOVERED IN GOOD CONDITION.
 GZ0975
 GZ0975                          STATION RECOVERY (1984)
 GZ0975
 GZ0975'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0899 ***********************************************************************
 GZ0899  DESIGNATION -  G 218
 GZ0899  PID         -  GZ0899
 GZ0899  STATE/COUNTY-  KY/CASEY
 GZ0899  USGS QUAD   -  EUBANK (1976)
 GZ0899
 GZ0899                         *CURRENT SURVEY CONTROL
 GZ0899  ___________________________________________________________________
 GZ0899* NAD 83(1986)-  37 19 13.     (N)    084 44 01.     (W)     SCALED    
 GZ0899* NAVD 88     -       383.476  (meters)    1258.12   (feet)  ADJUSTED  
 GZ0899  ___________________________________________________________________
 GZ0899  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ0899  DYNAMIC HT  -         383.164 (meters)    1257.10  (feet)  COMP
 GZ0899  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 GZ0899
 GZ0899  VERT ORDER  -  SECOND    CLASS 0
 GZ0899
 GZ0899.The horizontal coordinates were scaled from a topographic map and have
 GZ0899.an estimated accuracy of +/- 6 seconds.
 GZ0899
 GZ0899.The orthometric height was determined by differential leveling
 GZ0899.and adjusted by the National Geodetic Survey in June 1991..
 GZ0899
 GZ0899.The geoid height was determined by GEOID03.
 GZ0899
 GZ0899.The dynamic height is computed by dividing the NAVD 88
 GZ0899.geopotential number by the normal gravity value computed on the
 GZ0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0899.degrees latitude (g = 980.6199 gals.).
 GZ0899
 GZ0899.The modeled gravity was interpolated from observed gravity values.
 GZ0899
 GZ0899;                    North         East    Units  Estimated Accuracy
 GZ0899;SPC KY1Z     - 1,110,030.    1,590,080.      MT  (+/- 180 meters Scaled)
 GZ0899
 GZ0899                          SUPERSEDED SURVEY CONTROL
 GZ0899
 GZ0899  NGVD 29 (??/??/92)  383.603  (m)         1258.54   (f) ADJ UNCH    2 0
 GZ0899
 GZ0899.Superseded values are not recommended for survey control.
 GZ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0899.See file dsdata.txt to determine how the superseded data were derived.
 GZ0899
 GZ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG008328(NAD 83)
 GZ0899_MARKER: DB = BENCH MARK DISK
 GZ0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0899_STAMPING: G 218 1951 1258.537
 GZ0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0899+STABILITY: SURFACE MOTION
 GZ0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0899+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 GZ0899
 GZ0899  HISTORY     - Date     Condition        Report By
 GZ0899  HISTORY     - 1951     MONUMENTED       CGS
 GZ0899  HISTORY     - 1958     GOOD             NGS
 GZ0899  HISTORY     - 20050510 GOOD             KYDT
 GZ0899
 GZ0899                          STATION DESCRIPTION
 GZ0899
 GZ0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0899'3.2 MI S FROM DUNCAN.
 GZ0899'ABOUT 0.3 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE LOCUST
 GZ0899'GROVE BAPTIST CHURCH AT DUNCAN, THENCE ABOUT 2.85 MILES
 GZ0899'SOUTHEAST AND SOUTH ALONG A GRAVEL ROAD, ABOUT 0.1 MILE SOUTHWEST
 GZ0899'OF THE ROAD JUNCTION AT WALLTOWN, ABOUT 3.6 MILES NORTHEAST OF
 GZ0899'THE CROSSROADS AND MT. OLIVE CHRISTIAN CHURCH AT HUMPHREY, 241
 GZ0899'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF J.F. WALLS
 GZ0899'RESIDENCE, 29 FEET WEST OF THE CENTER LINE OF THE ROAD, 6 1/2
 GZ0899'FEET SOUTHEAST OF THE CENTER LINE OF A DRIVE TO WALLS RESIDENCE,
 GZ0899'10 FEET WEST-NORTHWEST OF A POWER POLE, 2 FEET NORTH OF A FENCE
 GZ0899'LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 3
 GZ0899'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ0899'PROJECTING 3 INCHES.
 GZ0899
 GZ0899                          STATION RECOVERY (1958)
 GZ0899
 GZ0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0899'RECOVERED IN GOOD CONDITION.
 GZ0899
 GZ0899                          STATION RECOVERY (2005)
 GZ0899
 GZ0899'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0899'MARK IS AT A FARM DRIVE, 8.5 FEET WEST OF SOUTH KY RECC POWER POLE
 GZ0899'137440, 1.5 FEET NORTHEAST OF GUY ANCHOR FOR POLE, 1.5 FEET EAST OF
 GZ0899'SOUTH GATE POST, 2 FEET ABOVE ROAD, PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1024 ***********************************************************************
 GZ1024  DESIGNATION -  G 219
 GZ1024  PID         -  GZ1024
 GZ1024  STATE/COUNTY-  KY/CASEY
 GZ1024  USGS QUAD   -  MINTONVILLE (1976)
 GZ1024
 GZ1024                         *CURRENT SURVEY CONTROL
 GZ1024  ___________________________________________________________________
 GZ1024* NAD 83(1986)-  37 14 02.     (N)    084 49 08.     (W)     SCALED    
 GZ1024* NAVD 88     -       308.771  (meters)    1013.03   (feet)  ADJUSTED  
 GZ1024  ___________________________________________________________________
 GZ1024  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ1024  DYNAMIC HT  -         308.514 (meters)    1012.18  (feet)  COMP
 GZ1024  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 GZ1024
 GZ1024  VERT ORDER  -  SECOND    CLASS 0
 GZ1024
 GZ1024.The horizontal coordinates were scaled from a topographic map and have
 GZ1024.an estimated accuracy of +/- 6 seconds.
 GZ1024
 GZ1024.The orthometric height was determined by differential leveling
 GZ1024.and adjusted by the National Geodetic Survey in June 1991..
 GZ1024
 GZ1024.The geoid height was determined by GEOID03.
 GZ1024
 GZ1024.The dynamic height is computed by dividing the NAVD 88
 GZ1024.geopotential number by the normal gravity value computed on the
 GZ1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1024.degrees latitude (g = 980.6199 gals.).
 GZ1024
 GZ1024.The modeled gravity was interpolated from observed gravity values.
 GZ1024
 GZ1024;                    North         East    Units  Estimated Accuracy
 GZ1024;SPC KY1Z     - 1,100,360.    1,582,620.      MT  (+/- 180 meters Scaled)
 GZ1024
 GZ1024                          SUPERSEDED SURVEY CONTROL
 GZ1024
 GZ1024  NGVD 29 (??/??/92)  308.893  (m)         1013.43   (f) ADJ UNCH    2 0
 GZ1024
 GZ1024.Superseded values are not recommended for survey control.
 GZ1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1024.See file dsdata.txt to determine how the superseded data were derived.
 GZ1024
 GZ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG934230(NAD 83)
 GZ1024_MARKER: DB = BENCH MARK DISK
 GZ1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1024_STAMPING: G 219 1951 1013.426
 GZ1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1024+STABILITY: SURFACE MOTION
 GZ1024
 GZ1024  HISTORY     - Date     Condition        Report By
 GZ1024  HISTORY     - 1951     MONUMENTED       CGS
 GZ1024  HISTORY     - 1958     GOOD             NGS
 GZ1024
 GZ1024                          STATION DESCRIPTION
 GZ1024
 GZ1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1024'1 MI NW FROM ARGYLE.
 GZ1024'ABOUT 0.95 MILE NORTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE
 GZ1024'AND CROSSROADS AT ARGYLE, ABOUT 0.2 MILE NORTHWEST OF A DIM ROAD
 GZ1024'WEST, ABOUT 15 YARDS NORTHWEST OF CENTER OF A WASH ACROSS ROAD,
 GZ1024'23 FEET WEST-NORTHWEST OF A TRAINGULAR BLAZED 10-INCH OAK TREE,
 GZ1024'21 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET
 GZ1024'ABOVE THE ROAD, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST
 GZ1024'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1024
 GZ1024                          STATION RECOVERY (1958)
 GZ1024
 GZ1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1775 ***********************************************************************
 GC1775  DESIGNATION -  G 22
 GC1775  PID         -  GC1775
 GC1775  STATE/COUNTY-  KY/TRIGG
 GC1775  USGS QUAD   -  CANTON (1982)
 GC1775
 GC1775                         *CURRENT SURVEY CONTROL
 GC1775  ___________________________________________________________________
 GC1775* NAD 83(1986)-  36 48 02.     (N)    087 56 59.     (W)     SCALED    
 GC1775* NAVD 88     -       110.824  (meters)     363.60   (feet)  ADJUSTED  
 GC1775  ___________________________________________________________________
 GC1775  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GC1775  DYNAMIC HT  -         110.737 (meters)     363.31  (feet)  COMP
 GC1775  MODELED GRAV-     979,851.3   (mgal)                       NAVD 88
 GC1775
 GC1775  VERT ORDER  -  FIRST     CLASS II
 GC1775
 GC1775.The horizontal coordinates were scaled from a topographic map and have
 GC1775.an estimated accuracy of +/- 6 seconds.
 GC1775
 GC1775.The orthometric height was determined by differential leveling
 GC1775.and adjusted by the National Geodetic Survey in June 1991..
 GC1775
 GC1775.The geoid height was determined by GEOID03.
 GC1775
 GC1775.The dynamic height is computed by dividing the NAVD 88
 GC1775.geopotential number by the normal gravity value computed on the
 GC1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1775.degrees latitude (g = 980.6199 gals.).
 GC1775
 GC1775.The modeled gravity was interpolated from observed gravity values.
 GC1775
 GC1775;                    North         East    Units  Estimated Accuracy
 GC1775;SPC KY1Z     - 1,054,170.    1,303,690.      MT  (+/- 180 meters Scaled)
 GC1775
 GC1775                          SUPERSEDED SURVEY CONTROL
 GC1775
 GC1775  NGVD 29 (??/??/92)  110.898  (m)          363.84   (f) ADJ UNCH    1 2
 GC1775
 GC1775.Superseded values are not recommended for survey control.
 GC1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1775.See file dsdata.txt to determine how the superseded data were derived.
 GC1775
 GC1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF152731(NAD 83)
 GC1775_MARKER: DB = BENCH MARK DISK
 GC1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1775_STAMPING: G 22 1934
 GC1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1775+STABILITY: SURFACE MOTION
 GC1775
 GC1775  HISTORY     - Date     Condition        Report By
 GC1775  HISTORY     - 1934     MONUMENTED       CGS
 GC1775  HISTORY     - 1948     GOOD             NGS
 GC1775
 GC1775                          STATION DESCRIPTION
 GC1775
 GC1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1775'4.4 MI E FROM GOLDEN POND.
 GC1775'ABOUT 4.4 MILES EAST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GC1775'AT GOLDEN POND, IN A SMALL PASTURE ON THE SOUTH SIDE OF THE
 GC1775'HIGHWAY, 63 FEET EAST OF THE CENTER LINE OF A DRIVEWAY LEADING
 GC1775'SOUTH TO A FARM HOUSE, 71 FEET SOUTH OF THE CENTER LINE OF THE
 GC1775'HIGHWAY, 25 FEET SOUTH OF THE SOUTH RIGHT OF WAY FENCE LINE, 23
 GC1775'FEET WEST OF A POWER POLE AND IN LINE WITH THE ROW OF POLES,
 GC1775'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 GC1775'LOWER THAN THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GC1775'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1385 ***********************************************************************
 GB1385  DESIGNATION -  G 220
 GB1385  PID         -  GB1385
 GB1385  STATE/COUNTY-  KY/CLINTON
 GB1385  USGS QUAD   -  SAVAGE (1981)
 GB1385
 GB1385                         *CURRENT SURVEY CONTROL
 GB1385  ___________________________________________________________________
 GB1385* NAD 83(1986)-  36 40 45.     (N)    085 07 24.     (W)     SCALED    
 GB1385* NAVD 88     -       287.030  (meters)     941.70   (feet)  ADJUSTED  
 GB1385  ___________________________________________________________________
 GB1385  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GB1385  DYNAMIC HT  -         286.780 (meters)     940.88  (feet)  COMP
 GB1385  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 GB1385
 GB1385  VERT ORDER  -  SECOND    CLASS 0
 GB1385
 GB1385.The horizontal coordinates were scaled from a topographic map and have
 GB1385.an estimated accuracy of +/- 6 seconds.
 GB1385
 GB1385.The orthometric height was determined by differential leveling
 GB1385.and adjusted by the National Geodetic Survey in June 1991..
 GB1385
 GB1385.The geoid height was determined by GEOID03.
 GB1385
 GB1385.The dynamic height is computed by dividing the NAVD 88
 GB1385.geopotential number by the normal gravity value computed on the
 GB1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1385.degrees latitude (g = 980.6199 gals.).
 GB1385
 GB1385.The modeled gravity was interpolated from observed gravity values.
 GB1385
 GB1385;                    North         East    Units  Estimated Accuracy
 GB1385;SPC KY1Z     - 1,038,570.    1,556,020.      MT  (+/- 180 meters Scaled)
 GB1385
 GB1385                          SUPERSEDED SURVEY CONTROL
 GB1385
 GB1385  NGVD 29 (??/??/92)  287.154  (m)          942.10   (f) ADJ UNCH    2 0
 GB1385
 GB1385.Superseded values are not recommended for survey control.
 GB1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1385.See file dsdata.txt to determine how the superseded data were derived.
 GB1385
 GB1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF676609(NAD 83)
 GB1385_MARKER: DB = BENCH MARK DISK
 GB1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1385_STAMPING: G 220 1951
 GB1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1385+STABILITY: SURFACE MOTION
 GB1385
 GB1385  HISTORY     - Date     Condition        Report By
 GB1385  HISTORY     - 1951     MONUMENTED       CGS
 GB1385
 GB1385                          STATION DESCRIPTION
 GB1385
 GB1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1385'1.2 MI S FROM ALBANY.
 GB1385'ABOUT 1.15 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE COURT
 GB1385'HOUSE AT ALBANY, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GB1385'EAST AND NORTH, AT A DRIVE SOUTHWEST TO A WHITE FRAME HOUSE, 21
 GB1385'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 27 FEET NORTHWEST OF
 GB1385'CENTER LINE OF DRIVE SOUTHWEST, 96 FEET SOUTHEAST OF A POWER POLE,
 GB1385'36 FEET WEST-SOUTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND A
 GB1385'ROAD EAST-NORTHEAST, 50 FEET SOUTHWEST AND ACROSS HIGHWAY FROM
 GB1385'A FIRE HYDRANT, 15 FEET NORTHWEST OF A FENCE CORNER, 1 1/2 FEET
 GB1385'NORTHEAST OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN
 GB1385'WITNESS POST, ABOUT 2 1/2 FEET BELOW HIGHWAY AND SET IN THE TOP
 GB1385'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0195 ***********************************************************************
 GB0195  DESIGNATION -  G 221
 GB0195  PID         -  GB0195
 GB0195  STATE/COUNTY-  KY/WHITLEY
 GB0195  USGS QUAD   -  JELLICO EAST (1982)
 GB0195
 GB0195                         *CURRENT SURVEY CONTROL
 GB0195  ___________________________________________________________________
 GB0195* NAD 83(1986)-  36 37 19.     (N)    084 03 15.     (W)     SCALED    
 GB0195* NAVD 88     -       311.122  (meters)    1020.74   (feet)  ADJUSTED  
 GB0195  ___________________________________________________________________
 GB0195  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GB0195  DYNAMIC HT  -         310.854 (meters)    1019.86  (feet)  COMP
 GB0195  MODELED GRAV-     979,764.6   (mgal)                       NAVD 88
 GB0195
 GB0195  VERT ORDER  -  SECOND    CLASS 0
 GB0195
 GB0195.The horizontal coordinates were scaled from a topographic map and have
 GB0195.an estimated accuracy of +/- 6 seconds.
 GB0195
 GB0195.The orthometric height was determined by differential leveling
 GB0195.and adjusted by the National Geodetic Survey in June 1991..
 GB0195
 GB0195.The geoid height was determined by GEOID03.
 GB0195
 GB0195.The dynamic height is computed by dividing the NAVD 88
 GB0195.geopotential number by the normal gravity value computed on the
 GB0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0195.degrees latitude (g = 980.6199 gals.).
 GB0195
 GB0195.The modeled gravity was interpolated from observed gravity values.
 GB0195
 GB0195;                    North         East    Units  Estimated Accuracy
 GB0195;SPC KY1Z     - 1,033,410.    1,651,710.      MT  (+/- 180 meters Scaled)
 GB0195
 GB0195                          SUPERSEDED SURVEY CONTROL
 GB0195
 GB0195  NGVD 29 (??/??/92)  311.268  (m)         1021.22   (f) ADJ UNCH    2 0
 GB0195
 GB0195.Superseded values are not recommended for survey control.
 GB0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0195.See file dsdata.txt to determine how the superseded data were derived.
 GB0195
 GB0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF634569(NAD 83)
 GB0195_MARKER: DB = BENCH MARK DISK
 GB0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0195_STAMPING: G 221 1951 1021.218
 GB0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0195+STABILITY: SURFACE MOTION
 GB0195
 GB0195  HISTORY     - Date     Condition        Report By
 GB0195  HISTORY     - 1951     MONUMENTED       CGS
 GB0195  HISTORY     - 1957     GOOD             NGS
 GB0195
 GB0195                          STATION DESCRIPTION
 GB0195
 GB0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0195'3.4 MI NE FROM LOT.
 GB0195'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 471 FROM THE
 GB0195'OVERPASS OF THE LOUISVILLE AND NASHVILLE RAILROAD OVER THE
 GB0195'HIGHWAY AT LOT, THENCE ABOUT 2.5 MILES EAST ALONG A GRAVEL ROAD,
 GB0195'ABOUT 0.35 MILE WEST OF CANE GAP BAPTIST CHURCH, SET AT THE
 GB0195'JUNCTION OF A DRIVE SOUTH TO A FARM HOUSE, 21 FEET SOUTH OF THE
 GB0195'CENTER LINE OF THE ROAD, 20 FEET WEST OF THE CENTER LINE OF THE
 GB0195'DRIVE, 28 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, 2
 GB0195'FEET WEST OF A POWER POLE AND A FENCE CORNER, 1 FOOT NORTH OF A
 GB0195'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GB0195'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GB0195'PROJECTING 4 INCHES.
 GB0195
 GB0195                          STATION RECOVERY (1957)
 GB0195
 GB0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1624 ***********************************************************************
 GZ1624  DESIGNATION -  G 222
 GZ1624  PID         -  GZ1624
 GZ1624  STATE/COUNTY-  KY/TAYLOR
 GZ1624  USGS QUAD   -  SALOMA (1961)
 GZ1624
 GZ1624                         *CURRENT SURVEY CONTROL
 GZ1624  ___________________________________________________________________
 GZ1624* NAD 83(1986)-  37 24 20.     (N)    085 24 16.     (W)     SCALED    
 GZ1624* NAVD 88     -       258.173  (meters)     847.02   (feet)  ADJUSTED  
 GZ1624  ___________________________________________________________________
 GZ1624  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GZ1624  DYNAMIC HT  -         257.969 (meters)     846.35  (feet)  COMP
 GZ1624  MODELED GRAV-     979,835.8   (mgal)                       NAVD 88
 GZ1624
 GZ1624  VERT ORDER  -  SECOND    CLASS 0
 GZ1624
 GZ1624.The horizontal coordinates were scaled from a topographic map and have
 GZ1624.an estimated accuracy of +/- 6 seconds.
 GZ1624
 GZ1624.The orthometric height was determined by differential leveling
 GZ1624.and adjusted by the National Geodetic Survey in June 1991..
 GZ1624
 GZ1624.The geoid height was determined by GEOID03.
 GZ1624
 GZ1624.The dynamic height is computed by dividing the NAVD 88
 GZ1624.geopotential number by the normal gravity value computed on the
 GZ1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1624.degrees latitude (g = 980.6199 gals.).
 GZ1624
 GZ1624.The modeled gravity was interpolated from observed gravity values.
 GZ1624
 GZ1624;                    North         East    Units  Estimated Accuracy
 GZ1624;SPC KY1Z     - 1,119,060.    1,530,590.      MT  (+/- 180 meters Scaled)
 GZ1624
 GZ1624                          SUPERSEDED SURVEY CONTROL
 GZ1624
 GZ1624  NGVD 29 (??/??/92)  258.306  (m)          847.46   (f) ADJ UNCH    2 0
 GZ1624
 GZ1624.Superseded values are not recommended for survey control.
 GZ1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1624.See file dsdata.txt to determine how the superseded data were derived.
 GZ1624
 GZ1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG412410(NAD 83)
 GZ1624_MARKER: DB = BENCH MARK DISK
 GZ1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1624_STAMPING: G 222 1951
 GZ1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1624+STABILITY: SURFACE MOTION
 GZ1624
 GZ1624  HISTORY     - Date     Condition        Report By
 GZ1624  HISTORY     - 1951     MONUMENTED       CGS
 GZ1624
 GZ1624                          STATION DESCRIPTION
 GZ1624
 GZ1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1624'0.6 MI SW FROM SALOMA.
 GZ1624'ABOUT 0.6 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE CROSSROADS
 GZ1624'AT SALOMA, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GZ1624'NORTH AND SOUTHWEST, AT A SMALL FARM POND, 19 FEET SOUTHEAST OF
 GZ1624'THE CENTER LINE OF ROAD, 9 FEET NORTHEAST OF A FIELD ROAD
 GZ1624'SOUTHEAST, 15 FEET SOUTHWEST OF A 40-INCH OAK TREE, 62 FEET
 GZ1624'NORTH OF A 36-INCH ASH TREE, 2 FEET NORTH OF THE NORTH GATE POST
 GZ1624'OF A GATE IN FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 GZ1624'POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 GZ1624'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2215 ***********************************************************************
 GZ2215  DESIGNATION -  G 223
 GZ2215  PID         -  GZ2215
 GZ2215  STATE/COUNTY-  KY/GREEN
 GZ2215  USGS QUAD   -  HIBERNIA (1976)
 GZ2215
 GZ2215                         *CURRENT SURVEY CONTROL
 GZ2215  ___________________________________________________________________
 GZ2215* NAD 83(1986)-  37 23 33.     (N)    085 31 18.     (W)     SCALED    
 GZ2215* NAVD 88     -       237.255  (meters)     778.39   (feet)  ADJUSTED  
 GZ2215  ___________________________________________________________________
 GZ2215  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GZ2215  DYNAMIC HT  -         237.071 (meters)     777.79  (feet)  COMP
 GZ2215  MODELED GRAV-     979,849.1   (mgal)                       NAVD 88
 GZ2215
 GZ2215  VERT ORDER  -  SECOND    CLASS 0
 GZ2215
 GZ2215.The horizontal coordinates were scaled from a topographic map and have
 GZ2215.an estimated accuracy of +/- 6 seconds.
 GZ2215
 GZ2215.The orthometric height was determined by differential leveling
 GZ2215.and adjusted by the National Geodetic Survey in June 1991..
 GZ2215
 GZ2215.The geoid height was determined by GEOID03.
 GZ2215
 GZ2215.The dynamic height is computed by dividing the NAVD 88
 GZ2215.geopotential number by the normal gravity value computed on the
 GZ2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2215.degrees latitude (g = 980.6199 gals.).
 GZ2215
 GZ2215.The modeled gravity was interpolated from observed gravity values.
 GZ2215
 GZ2215;                    North         East    Units  Estimated Accuracy
 GZ2215;SPC KY1Z     - 1,117,580.    1,520,220.      MT  (+/- 180 meters Scaled)
 GZ2215
 GZ2215                          SUPERSEDED SURVEY CONTROL
 GZ2215
 GZ2215  NGVD 29 (??/??/92)  237.393  (m)          778.85   (f) ADJ UNCH    2 0
 GZ2215
 GZ2215.Superseded values are not recommended for survey control.
 GZ2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2215.See file dsdata.txt to determine how the superseded data were derived.
 GZ2215
 GZ2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG308394(NAD 83)
 GZ2215_MARKER: DB = BENCH MARK DISK
 GZ2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2215_STAMPING: G 223 1951
 GZ2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2215+STABILITY: SURFACE MOTION
 GZ2215
 GZ2215  HISTORY     - Date     Condition        Report By
 GZ2215  HISTORY     - 1951     MONUMENTED       CGS
 GZ2215  HISTORY     - 1982     GOOD             KYDT
 GZ2215
 GZ2215                          STATION DESCRIPTION
 GZ2215
 GZ2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2215'0.8 MI SW FROM MAC.
 GZ2215'ABOUT 0.75 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE
 GZ2215'CROSSROADS AND POST OFFICE AT MAC, SET AT THE JUNCTION OF A
 GZ2215'DRIVE NORTHWEST TO A LARGE BARN, AND AT THE GREEN-TAYLOR
 GZ2215'COUNTY LINE, 48 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 GZ2215'10 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD TO BARN, 80
 GZ2215'FEET WEST-NORTHWEST AND ACROSS DRIVE FROM THE CENTER OF A 5-FOOT
 GZ2215'CONCRETE BOX CULVERT, 1 FOOT SOUTHEAST OF A FENCE LINE, 2 FEET
 GZ2215'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 GZ2215'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ2215
 GZ2215                          STATION RECOVERY (1982)
 GZ2215
 GZ2215'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1562 ***********************************************************************
 GZ1562  DESIGNATION -  G 224
 GZ1562  PID         -  GZ1562
 GZ1562  STATE/COUNTY-  KY/TAYLOR
 GZ1562  USGS QUAD   -  GREENSBURG (1987)
 GZ1562
 GZ1562                         *CURRENT SURVEY CONTROL
 GZ1562  ___________________________________________________________________
 GZ1562* NAD 83(1986)-  37 21 34.     (N)    085 25 21.     (W)     SCALED    
 GZ1562* NAVD 88     -       233.106  (meters)     764.78   (feet)  ADJUSTED  
 GZ1562  ___________________________________________________________________
 GZ1562  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GZ1562  DYNAMIC HT  -         232.923 (meters)     764.18  (feet)  COMP
 GZ1562  MODELED GRAV-     979,840.4   (mgal)                       NAVD 88
 GZ1562
 GZ1562  VERT ORDER  -  SECOND    CLASS 0
 GZ1562
 GZ1562.The horizontal coordinates were scaled from a topographic map and have
 GZ1562.an estimated accuracy of +/- 6 seconds.
 GZ1562
 GZ1562.The orthometric height was determined by differential leveling
 GZ1562.and adjusted by the National Geodetic Survey in June 1991..
 GZ1562
 GZ1562.The geoid height was determined by GEOID03.
 GZ1562
 GZ1562.The dynamic height is computed by dividing the NAVD 88
 GZ1562.geopotential number by the normal gravity value computed on the
 GZ1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1562.degrees latitude (g = 980.6199 gals.).
 GZ1562
 GZ1562.The modeled gravity was interpolated from observed gravity values.
 GZ1562
 GZ1562;                    North         East    Units  Estimated Accuracy
 GZ1562;SPC KY1Z     - 1,113,930.    1,529,010.      MT  (+/- 180 meters Scaled)
 GZ1562
 GZ1562                          SUPERSEDED SURVEY CONTROL
 GZ1562
 GZ1562  NGVD 29 (??/??/92)  233.244  (m)          765.23   (f) ADJ UNCH    2 0
 GZ1562
 GZ1562.Superseded values are not recommended for survey control.
 GZ1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1562.See file dsdata.txt to determine how the superseded data were derived.
 GZ1562
 GZ1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG397359(NAD 83)
 GZ1562_MARKER: DB = BENCH MARK DISK
 GZ1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1562_STAMPING: G 224 1951
 GZ1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1562+STABILITY: SURFACE MOTION
 GZ1562
 GZ1562  HISTORY     - Date     Condition        Report By
 GZ1562  HISTORY     - 1951     MONUMENTED       CGS
 GZ1562
 GZ1562                          STATION DESCRIPTION
 GZ1562
 GZ1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1562'1.6 MI NW FROM SWEENEYVILLE.
 GZ1562'ABOUT 1.55 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE FAIRVIEW
 GZ1562'CHURCH AND CROSSROADS AT SWEENEYVILLE, ABOUT 1.95 MILES SOUTHEAST
 GZ1562'OF FRIENDSHIP BAPTIST CHURCH AT BENGAL, ABOUT 0.7 MILE EAST OF
 GZ1562'EARLYS CHAPEL METHODIST CHURCH, ABOUT 0.85 MILE WEST OF A 75-FOOT
 GZ1562'WOODEN BRIDGE OVER PITMAN CREEK, AT THE JUNCTION OF A SIDE ROAD
 GZ1562'LEADING NORTH AND A CURVE IN THE MAIN ROAD WITH TANGENTS SOUTHEAST
 GZ1562'AND WEST, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD, 35 FEET
 GZ1562'NORTHEAST OF THE CENTER LINE OF THE ROAD NORTHWEST, 22 FEET
 GZ1562'NORTH-NORTHEAST OF A TELEPHONE POLE, 29 FEET EAST OF THE SOUTHEAST
 GZ1562'POST OF A BOARD GATE, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET EAST
 GZ1562'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND
 GZ1562'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1663 ***********************************************************************
 GZ1663  DESIGNATION -  G 225
 GZ1663  PID         -  GZ1663
 GZ1663  STATE/COUNTY-  KY/ADAIR
 GZ1663  USGS QUAD   -  CANE VALLEY (1979)
 GZ1663
 GZ1663                         *CURRENT SURVEY CONTROL
 GZ1663  ___________________________________________________________________
 GZ1663* NAD 83(1986)-  37 10 07.     (N)    085 15 34.     (W)     SCALED    
 GZ1663* NAVD 88     -       275.857  (meters)     905.04   (feet)  ADJUSTED  
 GZ1663  ___________________________________________________________________
 GZ1663  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GZ1663  DYNAMIC HT  -         275.638 (meters)     904.32  (feet)  COMP
 GZ1663  MODELED GRAV-     979,828.1   (mgal)                       NAVD 88
 GZ1663
 GZ1663  VERT ORDER  -  SECOND    CLASS 0
 GZ1663
 GZ1663.The horizontal coordinates were scaled from a topographic map and have
 GZ1663.an estimated accuracy of +/- 6 seconds.
 GZ1663
 GZ1663.The orthometric height was determined by differential leveling
 GZ1663.and adjusted by the National Geodetic Survey in June 1991..
 GZ1663
 GZ1663.The geoid height was determined by GEOID03.
 GZ1663
 GZ1663.The dynamic height is computed by dividing the NAVD 88
 GZ1663.geopotential number by the normal gravity value computed on the
 GZ1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1663.degrees latitude (g = 980.6199 gals.).
 GZ1663
 GZ1663.The modeled gravity was interpolated from observed gravity values.
 GZ1663
 GZ1663;                    North         East    Units  Estimated Accuracy
 GZ1663;SPC KY1Z     - 1,092,820.    1,543,570.      MT  (+/- 180 meters Scaled)
 GZ1663
 GZ1663                          SUPERSEDED SURVEY CONTROL
 GZ1663
 GZ1663  NGVD 29 (??/??/92)  276.007  (m)          905.53   (f) ADJ UNCH    2 0
 GZ1663
 GZ1663.Superseded values are not recommended for survey control.
 GZ1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1663.See file dsdata.txt to determine how the superseded data were derived.
 GZ1663
 GZ1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG545149(NAD 83)
 GZ1663_MARKER: DB = BENCH MARK DISK
 GZ1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1663_STAMPING: G 225 1951 905.533
 GZ1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1663+STABILITY: SURFACE MOTION
 GZ1663
 GZ1663  HISTORY     - Date     Condition        Report By
 GZ1663  HISTORY     - 1951     MONUMENTED       CGS
 GZ1663  HISTORY     - 1958     GOOD             NGS
 GZ1663
 GZ1663                          STATION DESCRIPTION
 GZ1663
 GZ1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1663'0.1 MI S FROM ABSHER.
 GZ1663'ABOUT 0.1 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1663'AT ABSHER, ABOUT 0.5 MILES NORTHEAST OF A SIDE ROAD SOUTHEAST,
 GZ1663'AT THE JUNCTION OF A ROAD EAST AND A LANE WEST TO A WHITE
 GZ1663'FRAME HOUSE, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 7
 GZ1663'FEET NORTH OF THE CENTER LINE OF THE LANE WEST, 10 FEET SOUTH
 GZ1663'OF THE EXTENDED CENTER LINE OF THE ROAD EAST, 16 FEET NORTH AND
 GZ1663'ACROSS LANE WEST FROM THE NORTHEAST CORNER OF A SHED, 10 FEET
 GZ1663'SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF A FENCE LINE,
 GZ1663'ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GZ1663'POST PROJECTING 4 INCHES.
 GZ1663
 GZ1663                          STATION RECOVERY (1958)
 GZ1663
 GZ1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2134 ***********************************************************************
 GZ2134  DESIGNATION -  G 226
 GZ2134  PID         -  GZ2134
 GZ2134  STATE/COUNTY-  KY/GREEN
 GZ2134  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ2134
 GZ2134                         *CURRENT SURVEY CONTROL
 GZ2134  ___________________________________________________________________
 GZ2134* NAD 83(1986)-  37 15 13.     (N)    085 30 10.     (W)     SCALED    
 GZ2134* NAVD 88     -       177.278  (meters)     581.62   (feet)  ADJUSTED  
 GZ2134  ___________________________________________________________________
 GZ2134  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GZ2134  DYNAMIC HT  -         177.142 (meters)     581.17  (feet)  COMP
 GZ2134  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 GZ2134
 GZ2134  VERT ORDER  -  SECOND    CLASS 0
 GZ2134
 GZ2134.The horizontal coordinates were scaled from a topographic map and have
 GZ2134.an estimated accuracy of +/- 6 seconds.
 GZ2134
 GZ2134.The orthometric height was determined by differential leveling
 GZ2134.and adjusted by the National Geodetic Survey in June 1991..
 GZ2134
 GZ2134.The geoid height was determined by GEOID03.
 GZ2134
 GZ2134.The dynamic height is computed by dividing the NAVD 88
 GZ2134.geopotential number by the normal gravity value computed on the
 GZ2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2134.degrees latitude (g = 980.6199 gals.).
 GZ2134
 GZ2134.The modeled gravity was interpolated from observed gravity values.
 GZ2134
 GZ2134;                    North         East    Units  Estimated Accuracy
 GZ2134;SPC KY1Z     - 1,102,170.    1,521,930.      MT  (+/- 180 meters Scaled)
 GZ2134
 GZ2134                          SUPERSEDED SURVEY CONTROL
 GZ2134
 GZ2134  NGVD 29 (??/??/92)  177.429  (m)          582.12   (f) ADJ UNCH    2 0
 GZ2134
 GZ2134.Superseded values are not recommended for survey control.
 GZ2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2134.See file dsdata.txt to determine how the superseded data were derived.
 GZ2134
 GZ2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG327240(NAD 83)
 GZ2134_MARKER: DB = BENCH MARK DISK
 GZ2134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2134_SP_SET: BRIDGE
 GZ2134_STAMPING: G 226 1951
 GZ2134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2134
 GZ2134  HISTORY     - Date     Condition        Report By
 GZ2134  HISTORY     - 1951     MONUMENTED       CGS
 GZ2134
 GZ2134                          STATION DESCRIPTION
 GZ2134
 GZ2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2134'0.6 MI S FROM GREENSBURG.
 GZ2134'ABOUT 0.55 MILE SOUTH ALONG U.S. HIGHWAY 68 FROM THE OLD COURT
 GZ2134'HOUSE AT GREENSBURG, SET IN THE TOP OF THE SOUTHWEST WING WALL
 GZ2134'AT THE SOUTH END OF A LONG CONCRETE BRIDGE OVER GREEN RIVER, 20
 GZ2134'FEET WEST OF THE CENTER LINE OF HIGHWAY, 6 FEET SOUTHWEST OF THE
 GZ2134'SOUTH END OF WEST GUARD RAILING, 10 FEET NORTHEAST OF SOUTHWEST
 GZ2134'END OF WING WALL AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1431 ***********************************************************************
 GZ1431  DESIGNATION -  G 227
 GZ1431  PID         -  GZ1431
 GZ1431  STATE/COUNTY-  KY/MARION
 GZ1431  USGS QUAD   -  LEBANON WEST (1994)
 GZ1431
 GZ1431                         *CURRENT SURVEY CONTROL
 GZ1431  ___________________________________________________________________
 GZ1431* NAD 83(1986)-  37 36 41.     (N)    085 16 59.     (W)     SCALED    
 GZ1431* NAVD 88     -       268.261  (meters)     880.12   (feet)  ADJUSTED  
 GZ1431  ___________________________________________________________________
 GZ1431  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 GZ1431  DYNAMIC HT  -         268.051 (meters)     879.43  (feet)  COMP
 GZ1431  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 GZ1431
 GZ1431  VERT ORDER  -  SECOND    CLASS 0
 GZ1431
 GZ1431.The horizontal coordinates were scaled from a topographic map and have
 GZ1431.an estimated accuracy of +/- 6 seconds.
 GZ1431
 GZ1431.The orthometric height was determined by differential leveling
 GZ1431.and adjusted by the National Geodetic Survey in June 1991..
 GZ1431
 GZ1431.The geoid height was determined by GEOID03.
 GZ1431
 GZ1431.The dynamic height is computed by dividing the NAVD 88
 GZ1431.geopotential number by the normal gravity value computed on the
 GZ1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1431.degrees latitude (g = 980.6199 gals.).
 GZ1431
 GZ1431.The modeled gravity was interpolated from observed gravity values.
 GZ1431
 GZ1431;                    North         East    Units  Estimated Accuracy
 GZ1431;SPC KY1Z     - 1,141,950.    1,541,230.      MT  (+/- 180 meters Scaled)
 GZ1431
 GZ1431                          SUPERSEDED SURVEY CONTROL
 GZ1431
 GZ1431  NGVD 29 (??/??/92)  268.396  (m)          880.56   (f) ADJ UNCH    2 0
 GZ1431
 GZ1431.Superseded values are not recommended for survey control.
 GZ1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1431.See file dsdata.txt to determine how the superseded data were derived.
 GZ1431
 GZ1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG515640(NAD 83)
 GZ1431_MARKER: DB = BENCH MARK DISK
 GZ1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1431_STAMPING: G 227 1951 880.563
 GZ1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1431+STABILITY: SURFACE MOTION
 GZ1431
 GZ1431  HISTORY     - Date     Condition        Report By
 GZ1431  HISTORY     - 1951     MONUMENTED       CGS
 GZ1431  HISTORY     - 1958     GOOD             NGS
 GZ1431
 GZ1431                          STATION DESCRIPTION
 GZ1431
 GZ1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1431'3.4 MI NW FROM LEBANON.
 GZ1431'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 55 FROM THE POST OFFICE
 GZ1431'AT LEBANON, THENCE ABOUT 2.9 MILES NORTHWEST ALONG STATE HIGHWAY
 GZ1431'429, AT THE SOUTH CORNER OF LEBANON AIRPORT, ABOUT 0.15 MILE
 GZ1431'SOUTHEAST OF HANGAR, AT THE JUNCTION OF A DIRVE NORTHEAST ALONG
 GZ1431'SOUTHEAST EDGE OF AIRPORT, 70 FEET NORTHEAST OF THE CENTER
 GZ1431'LINE OF HIGHWAY, 15 FEET SOUTHEAST OF THE CENTER LINE OF DRIVE, 4
 GZ1431'FEET NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE
 GZ1431'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE
 GZ1431'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1431
 GZ1431                          STATION RECOVERY (1958)
 GZ1431
 GZ1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2074 ***********************************************************************
 GZ2074  DESIGNATION -  G 228
 GZ2074  PID         -  GZ2074
 GZ2074  STATE/COUNTY-  KY/GREEN
 GZ2074  USGS QUAD   -  HUDGINS (1961)
 GZ2074
 GZ2074                         *CURRENT SURVEY CONTROL
 GZ2074  ___________________________________________________________________
 GZ2074* NAD 83(1986)-  37 16 01.     (N)    085 39 46.     (W)     SCALED    
 GZ2074* NAVD 88     -       178.924  (meters)     587.02   (feet)  ADJUSTED  
 GZ2074  ___________________________________________________________________
 GZ2074  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GZ2074  DYNAMIC HT  -         178.786 (meters)     586.57  (feet)  COMP
 GZ2074  MODELED GRAV-     979,856.0   (mgal)                       NAVD 88
 GZ2074
 GZ2074  VERT ORDER  -  SECOND    CLASS 0
 GZ2074
 GZ2074.The horizontal coordinates were scaled from a topographic map and have
 GZ2074.an estimated accuracy of +/- 6 seconds.
 GZ2074
 GZ2074.The orthometric height was determined by differential leveling
 GZ2074.and adjusted by the National Geodetic Survey in June 1991..
 GZ2074
 GZ2074.The geoid height was determined by GEOID03.
 GZ2074
 GZ2074.The dynamic height is computed by dividing the NAVD 88
 GZ2074.geopotential number by the normal gravity value computed on the
 GZ2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2074.degrees latitude (g = 980.6199 gals.).
 GZ2074
 GZ2074.The modeled gravity was interpolated from observed gravity values.
 GZ2074
 GZ2074;                    North         East    Units  Estimated Accuracy
 GZ2074;SPC KY1Z     - 1,103,620.    1,507,740.      MT  (+/- 180 meters Scaled)
 GZ2074
 GZ2074                          SUPERSEDED SURVEY CONTROL
 GZ2074
 GZ2074  NGVD 29 (??/??/92)  179.063  (m)          587.48   (f) ADJ UNCH    2 0
 GZ2074
 GZ2074.Superseded values are not recommended for survey control.
 GZ2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2074.See file dsdata.txt to determine how the superseded data were derived.
 GZ2074
 GZ2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG185253(NAD 83)
 GZ2074_MARKER: DB = BENCH MARK DISK
 GZ2074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2074_SP_SET: BRIDGE
 GZ2074_STAMPING: G 228 1951
 GZ2074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2074
 GZ2074  HISTORY     - Date     Condition        Report By
 GZ2074  HISTORY     - 1951     MONUMENTED       CGS
 GZ2074
 GZ2074                          STATION DESCRIPTION
 GZ2074
 GZ2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2074'3.4 MI NW FROM DONANSBURG.
 GZ2074'ABOUT 1.8 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ2074'OFFICE AND INTERSECTION OF STATE HIGHWAY 88 AT DONANSBURG, THENCE
 GZ2074'ABOUT 1.65 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD, ABOUT
 GZ2074'0.4 MILE NORTH OF THE JUNCTION OF A DIRT ROAD WEST AND A CURVE
 GZ2074'WITH TANGENTS EXTENDING NORTH AND EAST IN GRAVEL ROAD, SET IN
 GZ2074'THE TOP OF THE NORTH END OF THE SOUTH WING WALL OF A 16-FOOT
 GZ2074'WOODEN DECK BRIDGE OVER A SMALL CREEK, 10 FEET EAST OF CENTER
 GZ2074'LINE OF ROAD, 1 FOOT SOUTH OF NORTH END OF WING WALL AND ABOUT
 GZ2074'2 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2179 ***********************************************************************
 GZ2179  DESIGNATION -  G 229
 GZ2179  PID         -  GZ2179
 GZ2179  STATE/COUNTY-  KY/GREEN
 GZ2179  USGS QUAD   -  EXIE (1987)
 GZ2179
 GZ2179                         *CURRENT SURVEY CONTROL
 GZ2179  ___________________________________________________________________
 GZ2179* NAD 83(1986)-  37 10 46.     (N)    085 37 08.     (W)     SCALED    
 GZ2179* NAVD 88     -       238.666  (meters)     783.02   (feet)  ADJUSTED  
 GZ2179  ___________________________________________________________________
 GZ2179  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GZ2179  DYNAMIC HT  -         238.480 (meters)     782.41  (feet)  COMP
 GZ2179  MODELED GRAV-     979,845.8   (mgal)                       NAVD 88
 GZ2179
 GZ2179  VERT ORDER  -  SECOND    CLASS 0
 GZ2179
 GZ2179.The horizontal coordinates were scaled from a topographic map and have
 GZ2179.an estimated accuracy of +/- 6 seconds.
 GZ2179
 GZ2179.The orthometric height was determined by differential leveling
 GZ2179.and adjusted by the National Geodetic Survey in June 1991..
 GZ2179
 GZ2179.The geoid height was determined by GEOID03.
 GZ2179
 GZ2179.The dynamic height is computed by dividing the NAVD 88
 GZ2179.geopotential number by the normal gravity value computed on the
 GZ2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2179.degrees latitude (g = 980.6199 gals.).
 GZ2179
 GZ2179.The modeled gravity was interpolated from observed gravity values.
 GZ2179
 GZ2179;                    North         East    Units  Estimated Accuracy
 GZ2179;SPC KY1Z     - 1,093,910.    1,511,640.      MT  (+/- 180 meters Scaled)
 GZ2179
 GZ2179                          SUPERSEDED SURVEY CONTROL
 GZ2179
 GZ2179  NGVD 29 (??/??/92)  238.806  (m)          783.48   (f) ADJ UNCH    2 0
 GZ2179
 GZ2179.Superseded values are not recommended for survey control.
 GZ2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2179.See file dsdata.txt to determine how the superseded data were derived.
 GZ2179
 GZ2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG226156(NAD 83)
 GZ2179_MARKER: DB = BENCH MARK DISK
 GZ2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2179_STAMPING: G 229 1951
 GZ2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2179+STABILITY: SURFACE MOTION
 GZ2179
 GZ2179  HISTORY     - Date     Condition        Report By
 GZ2179  HISTORY     - 1951     MONUMENTED       CGS
 GZ2179  HISTORY     - 20010425 MARK NOT FOUND   KYDT
 GZ2179
 GZ2179                          STATION DESCRIPTION
 GZ2179
 GZ2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2179'0.8 MI SW FROM PIERCE.
 GZ2179'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 218 FROM THE
 GZ2179'SCHOOL AND CROSSROADS AT PIERCE, ABOUT 120 YARDS SOUTHWEST OF
 GZ2179'THE TOP OF A GRADE, AT THE JUNCTION OF A NARROW GRAVEL ROAD
 GZ2179'SOUTHEAST, 34 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 31
 GZ2179'FEET NORTHEAST OF CENTER LINE OF ROAD SOUTHEAST, 24 FEET NORTHEAST
 GZ2179'OF THE NORTHEAST END OF  16-INCH PIPE CULVERT UNDER ROAD
 GZ2179'SOUTHEAST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 GZ2179'POST PROJECTING 5 INCHES.
 GZ2179
 GZ2179                          STATION RECOVERY (2001)
 GZ2179
 GZ2179'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2179'MARK POSSIBLY HERE BUT BURIED BY PAST UTILITY WORK AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0919 ***********************************************************************
 GZ0919  DESIGNATION -  G 230
 GZ0919  PID         -  GZ0919
 GZ0919  STATE/COUNTY-  KY/CASEY
 GZ0919  USGS QUAD   -  LIBERTY (1979)
 GZ0919
 GZ0919                         *CURRENT SURVEY CONTROL
 GZ0919  ___________________________________________________________________
 GZ0919* NAD 83(1986)-  37 20 13.     (N)    084 53 45.     (W)     SCALED    
 GZ0919* NAVD 88     -       248.207  (meters)     814.33   (feet)  ADJUSTED  
 GZ0919  ___________________________________________________________________
 GZ0919  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GZ0919  DYNAMIC HT  -         248.010 (meters)     813.68  (feet)  COMP
 GZ0919  MODELED GRAV-     979,831.5   (mgal)                       NAVD 88
 GZ0919
 GZ0919  VERT ORDER  -  SECOND    CLASS 0
 GZ0919
 GZ0919.The horizontal coordinates were scaled from a topographic map and have
 GZ0919.an estimated accuracy of +/- 6 seconds.
 GZ0919
 GZ0919.The orthometric height was determined by differential leveling
 GZ0919.and adjusted by the National Geodetic Survey in June 1991..
 GZ0919
 GZ0919.The geoid height was determined by GEOID03.
 GZ0919
 GZ0919.The dynamic height is computed by dividing the NAVD 88
 GZ0919.geopotential number by the normal gravity value computed on the
 GZ0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0919.degrees latitude (g = 980.6199 gals.).
 GZ0919
 GZ0919.The modeled gravity was interpolated from observed gravity values.
 GZ0919
 GZ0919;                    North         East    Units  Estimated Accuracy
 GZ0919;SPC KY1Z     - 1,111,730.    1,575,690.      MT  (+/- 180 meters Scaled)
 GZ0919
 GZ0919                          SUPERSEDED SURVEY CONTROL
 GZ0919
 GZ0919  NGVD 29 (??/??/92)  248.348  (m)          814.79   (f) ADJ UNCH    2 0
 GZ0919
 GZ0919.Superseded values are not recommended for survey control.
 GZ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0919.See file dsdata.txt to determine how the superseded data were derived.
 GZ0919
 GZ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG864343(NAD 83)
 GZ0919_MARKER: DB = BENCH MARK DISK
 GZ0919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0919_SP_SET: BANISTER
 GZ0919_STAMPING: G 230 1951 814.788
 GZ0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0919
 GZ0919  HISTORY     - Date     Condition        Report By
 GZ0919  HISTORY     - 1951     MONUMENTED       CGS
 GZ0919  HISTORY     - 1958     GOOD             NGS
 GZ0919
 GZ0919                          STATION DESCRIPTION
 GZ0919
 GZ0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0919'3.2 MI NE FROM LIBERTY.
 GZ0919'ABOUT 3.15 MILES NORTHEAST ALONG STATE HIGHWAY 70 FROM THE COURT
 GZ0919'HOUSE AT LIBERTY, ABOUT 0.95 MILE SOUTHWEST OF THE JUNCTION OF
 GZ0919'A DRIVE TO LANHAMTOWN SCHOOL, SET IN THE TOP OF THE NORTHWEST
 GZ0919'END OF THE NORTHEAST ABUTMENT OF A 30-FOOT CONCRETE BRIDGE OVER
 GZ0919'HICKMAN CREEK, 12 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY,
 GZ0919'1 FOOT NORTHWEST OF CONCRETE BANISTER AND ABOUT LEVEL WITH
 GZ0919'BRIDGE FLOOR.
 GZ0919
 GZ0919                          STATION RECOVERY (1958)
 GZ0919
 GZ0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1290 ***********************************************************************
 GB1290  DESIGNATION -  G 231
 GB1290  PID         -  GB1290
 GB1290  STATE/COUNTY-  KY/PULASKI
 GB1290  USGS QUAD   -  MILL SPRINGS (1978)
 GB1290
 GB1290                         *CURRENT SURVEY CONTROL
 GB1290  ___________________________________________________________________
 GB1290* NAD 83(1986)-  36 58 23.     (N)    084 46 31.     (W)     SCALED    
 GB1290* NAVD 88     -       271.875  (meters)     891.98   (feet)  ADJUSTED  
 GB1290  ___________________________________________________________________
 GB1290  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB1290  DYNAMIC HT  -         271.657 (meters)     891.26  (feet)  COMP
 GB1290  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 GB1290
 GB1290  VERT ORDER  -  SECOND    CLASS 0
 GB1290
 GB1290.The horizontal coordinates were scaled from a topographic map and have
 GB1290.an estimated accuracy of +/- 6 seconds.
 GB1290
 GB1290.The orthometric height was determined by differential leveling
 GB1290.and adjusted by the National Geodetic Survey in June 1991..
 GB1290
 GB1290.The geoid height was determined by GEOID03.
 GB1290
 GB1290.The dynamic height is computed by dividing the NAVD 88
 GB1290.geopotential number by the normal gravity value computed on the
 GB1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1290.degrees latitude (g = 980.6199 gals.).
 GB1290
 GB1290.The modeled gravity was interpolated from observed gravity values.
 GB1290
 GB1290;                    North         East    Units  Estimated Accuracy
 GB1290;SPC KY1Z     - 1,071,450.    1,586,790.      MT  (+/- 180 meters Scaled)
 GB1290
 GB1290                          SUPERSEDED SURVEY CONTROL
 GB1290
 GB1290  NGVD 29 (??/??/92)  272.025  (m)          892.47   (f) ADJ UNCH    2 0
 GB1290
 GB1290.Superseded values are not recommended for survey control.
 GB1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1290.See file dsdata.txt to determine how the superseded data were derived.
 GB1290
 GB1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF980941(NAD 83)
 GB1290_MARKER: DB = BENCH MARK DISK
 GB1290_SETTING: 66 = SET IN ROCK OUTCROP
 GB1290_SP_SET: ROCK OUTCROP
 GB1290_STAMPING: G 231 1951 892.469
 GB1290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1290+STABILITY: POSITION/ELEVATION WELL
 GB1290
 GB1290  HISTORY     - Date     Condition        Report By
 GB1290  HISTORY     - 1951     MONUMENTED       CGS
 GB1290  HISTORY     - 1958     GOOD             NGS
 GB1290
 GB1290                          STATION DESCRIPTION
 GB1290
 GB1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1290'1.9 MI SW FROM TRIMBLE.
 GB1290'ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 235 FROM THE POST
 GB1290'OFFICE AT TRIMBLE, THENCE ABOUT 1.25 MILES SOUTHWEST ALONG A
 GB1290'DIRT ROAD, ABOUT 0.4 MILE NORTHEAST OF THE JUNCTION OF A ROAD
 GB1290'WEST, SET IN THE TOP OF A FLAT LIMESTONE OUTCROP, 26 FEET SOUTH
 GB1290'OF THE CENTER LINE OF ROAD, 135 FEET WEST OF THE CENTER LINE OF
 GB1290'A DRIVE SOUTH TO A BARN, ABOUT 175 FEET WEST-NORTHWEST OF THE
 GB1290'NORTHWEST CORNER OF BARN, 10 1/2 FEET SOUTH OF A 16-INCH CEDAR
 GB1290'TREE, 2 1/2 FEET EAST OF THE NROTHEAST CORNER OF A SMALL MACHINE
 GB1290'SHED, AND ABOUT 3 FEET ABOVE THE ROAD.
 GB1290
 GB1290                          STATION RECOVERY (1958)
 GB1290
 GB1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1239 ***********************************************************************
 GB1239  DESIGNATION -  G 232
 GB1239  PID         -  GB1239
 GB1239  STATE/COUNTY-  KY/PULASKI
 GB1239  USGS QUAD   -  FRAZER (1982)
 GB1239
 GB1239                         *CURRENT SURVEY CONTROL
 GB1239  ___________________________________________________________________
 GB1239* NAD 83(1986)-  36 56 10.     (N)    084 38 17.     (W)     SCALED    
 GB1239* NAVD 88     -       251.853  (meters)     826.29   (feet)  ADJUSTED  
 GB1239  ___________________________________________________________________
 GB1239  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 GB1239  DYNAMIC HT  -         251.656 (meters)     825.64  (feet)  COMP
 GB1239  MODELED GRAV-     979,841.9   (mgal)                       NAVD 88
 GB1239
 GB1239  VERT ORDER  -  SECOND    CLASS 0
 GB1239
 GB1239.The horizontal coordinates were scaled from a topographic map and have
 GB1239.an estimated accuracy of +/- 6 seconds.
 GB1239
 GB1239.The orthometric height was determined by differential leveling
 GB1239.and adjusted by the National Geodetic Survey in June 1991..
 GB1239
 GB1239.The geoid height was determined by GEOID03.
 GB1239
 GB1239.The dynamic height is computed by dividing the NAVD 88
 GB1239.geopotential number by the normal gravity value computed on the
 GB1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1239.degrees latitude (g = 980.6199 gals.).
 GB1239
 GB1239.The modeled gravity was interpolated from observed gravity values.
 GB1239
 GB1239;                    North         East    Units  Estimated Accuracy
 GB1239;SPC KY1Z     - 1,067,490.    1,599,060.      MT  (+/- 180 meters Scaled)
 GB1239
 GB1239                          SUPERSEDED SURVEY CONTROL
 GB1239
 GB1239  NGVD 29 (??/??/92)  252.018  (m)          826.83   (f) ADJ UNCH    2 0
 GB1239
 GB1239.Superseded values are not recommended for survey control.
 GB1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1239.See file dsdata.txt to determine how the superseded data were derived.
 GB1239
 GB1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF103903(NAD 83)
 GB1239_MARKER: DB = BENCH MARK DISK
 GB1239_SETTING: 66 = SET IN ROCK OUTCROP
 GB1239_SP_SET: ROCK OUTCROP
 GB1239_STAMPING: G 232 1951 826.829
 GB1239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1239+STABILITY: POSITION/ELEVATION WELL
 GB1239
 GB1239  HISTORY     - Date     Condition        Report By
 GB1239  HISTORY     - 1951     MONUMENTED       CGS
 GB1239  HISTORY     - 1957     GOOD             NGS
 GB1239
 GB1239                          STATION DESCRIPTION
 GB1239
 GB1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1239'1.6 MI S FROM QUINTON.
 GB1239'ABOUT 1.6 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1239'AT QUINTON, ABOUT 1.15 MILES SOUTH OF VAUGHN SCHOOL, ABOUT 0.55
 GB1239'MILE NORTHEAST OF END OF GRAVEL ROAD AND WAYNE-PULASKI COUNTY
 GB1239'LINE, ON THE SOUTHWEST SLOPE AND NEAR THE TOP OF A SHORT HILL
 GB1239'DECENDING SOUTHWEST, SET IN THE TOP OF AN OUTCROP OF LIMESTONE
 GB1239'ABOUT 10 BY 6 FEET, 25 FEET SOUTHEAST OF CENTER LINE OF ROAD,
 GB1239'ABOUT 40 YARDS SOUTHWEST OF TOP OF GRADE, 114 1/2 FEET SOUTHWEST
 GB1239'OF A POWER LINE POLE, 78 FEET SOUTHEAST AND ACROSS ROAD FROM THE
 GB1239'SOUTH CORNER OF A LARGE METAL COVERED BARN, 6 FEET SOUTHEAST OF A
 GB1239'FENCE LINE, 1 1/2 FEET NORTHEAST OF SOUTHWEST EDGE OF OUTCROP AND
 GB1239'ABOUT 3 FEET ABOVE THE ROAD.
 GB1239
 GB1239                          STATION RECOVERY (1957)
 GB1239
 GB1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1128 ***********************************************************************
 GB1128  DESIGNATION -  G 233
 GB1128  PID         -  GB1128
 GB1128  STATE/COUNTY-  KY/WAYNE
 GB1128  USGS QUAD   -  COOPERSVILLE (1983)
 GB1128
 GB1128                         *CURRENT SURVEY CONTROL
 GB1128  ___________________________________________________________________
 GB1128* NAD 83(1986)-  36 49 36.     (N)    084 43 19.     (W)     SCALED    
 GB1128* NAVD 88     -       281.433  (meters)     923.33   (feet)  ADJUSTED  
 GB1128  ___________________________________________________________________
 GB1128  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GB1128  DYNAMIC HT  -         281.208 (meters)     922.60  (feet)  COMP
 GB1128  MODELED GRAV-     979,826.9   (mgal)                       NAVD 88
 GB1128
 GB1128  VERT ORDER  -  SECOND    CLASS 0
 GB1128
 GB1128.The horizontal coordinates were scaled from a topographic map and have
 GB1128.an estimated accuracy of +/- 6 seconds.
 GB1128
 GB1128.The orthometric height was determined by differential leveling
 GB1128.and adjusted by the National Geodetic Survey in June 1991..
 GB1128
 GB1128.The geoid height was determined by GEOID03.
 GB1128
 GB1128.The dynamic height is computed by dividing the NAVD 88
 GB1128.geopotential number by the normal gravity value computed on the
 GB1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1128.degrees latitude (g = 980.6199 gals.).
 GB1128
 GB1128.The modeled gravity was interpolated from observed gravity values.
 GB1128
 GB1128;                    North         East    Units  Estimated Accuracy
 GB1128;SPC KY1Z     - 1,055,260.    1,591,720.      MT  (+/- 180 meters Scaled)
 GB1128
 GB1128                          SUPERSEDED SURVEY CONTROL
 GB1128
 GB1128  NGVD 29 (??/??/92)  281.582  (m)          923.82   (f) ADJ UNCH    2 0
 GB1128
 GB1128.Superseded values are not recommended for survey control.
 GB1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1128.See file dsdata.txt to determine how the superseded data were derived.
 GB1128
 GB1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF031780(NAD 83)
 GB1128_MARKER: DB = BENCH MARK DISK
 GB1128_SETTING: 80 = SET IN A BOULDER
 GB1128_SP_SET: BOULDER
 GB1128_STAMPING: G 233 1951 923.824
 GB1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1128+STABILITY: SURFACE MOTION
 GB1128
 GB1128  HISTORY     - Date     Condition        Report By
 GB1128  HISTORY     - 1951     MONUMENTED       CGS
 GB1128  HISTORY     - 1957     GOOD             NGS
 GB1128
 GB1128                          STATION DESCRIPTION
 GB1128
 GB1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1128'1.3 MI W FROM GREGORY.
 GB1128'ABOUT 1.3 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GB1128'GREGORY, ABOUT 0.45 MILE EAST OF THE JUNCTION OF A DIRT ROAD
 GB1128'NORTHWEST TO SPANN, SET IN THE TOP OF AN OUTCROPPING LIMESTONE
 GB1128'BOULDER, 34 FEET SOUTHEAST OF THE CENTER LINE OF ROAD, 105 FEET
 GB1128'SOUTHWEST OF A POWER POLE, 82 FEET EAST AND ACROSS THE ROAD FROM A
 GB1128'TRIANGULAR BLAZED 14-INCH CEDAR TREE, 7 FEET SOUTHEAST OF A FENCE
 GB1128'LINE, AND ABOUT 1 1/2 FEET BELOW THE ROAD.
 GB1128
 GB1128                          STATION RECOVERY (1957)
 GB1128
 GB1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1184 ***********************************************************************
 GB1184  DESIGNATION -  G 234
 GB1184  PID         -  GB1184
 GB1184  STATE/COUNTY-  KY/WAYNE
 GB1184  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1184
 GB1184                         *CURRENT SURVEY CONTROL
 GB1184  ___________________________________________________________________
 GB1184* NAD 83(1986)-  36 41 38.     (N)    084 50 44.     (W)     SCALED    
 GB1184* NAVD 88     -       306.093  (meters)    1004.24   (feet)  ADJUSTED  
 GB1184  ___________________________________________________________________
 GB1184  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 GB1184  DYNAMIC HT  -         305.840 (meters)    1003.41  (feet)  COMP
 GB1184  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 GB1184
 GB1184  VERT ORDER  -  SECOND    CLASS 0
 GB1184
 GB1184.The horizontal coordinates were scaled from a topographic map and have
 GB1184.an estimated accuracy of +/- 6 seconds.
 GB1184
 GB1184.The orthometric height was determined by differential leveling
 GB1184.and adjusted by the National Geodetic Survey in June 1991..
 GB1184
 GB1184.The geoid height was determined by GEOID03.
 GB1184
 GB1184.The dynamic height is computed by dividing the NAVD 88
 GB1184.geopotential number by the normal gravity value computed on the
 GB1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1184.degrees latitude (g = 980.6199 gals.).
 GB1184
 GB1184.The modeled gravity was interpolated from observed gravity values.
 GB1184
 GB1184;                    North         East    Units  Estimated Accuracy
 GB1184;SPC KY1Z     - 1,040,410.    1,580,840.      MT  (+/- 180 meters Scaled)
 GB1184
 GB1184                          SUPERSEDED SURVEY CONTROL
 GB1184
 GB1184  NGVD 29 (??/??/92)  306.231  (m)         1004.69   (f) ADJ UNCH    2 0
 GB1184
 GB1184.Superseded values are not recommended for survey control.
 GB1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1184.See file dsdata.txt to determine how the superseded data were derived.
 GB1184
 GB1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF924630(NAD 83)
 GB1184_MARKER: DB = BENCH MARK DISK
 GB1184_SETTING: 66 = SET IN ROCK OUTCROP
 GB1184_SP_SET: ROCK OUTCROP
 GB1184_STAMPING: G 234 1951 1004.693
 GB1184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1184+STABILITY: POSITION/ELEVATION WELL
 GB1184
 GB1184  HISTORY     - Date     Condition        Report By
 GB1184  HISTORY     - 1951     MONUMENTED       CGS
 GB1184  HISTORY     - 1957     GOOD             NGS
 GB1184
 GB1184                          STATION DESCRIPTION
 GB1184
 GB1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB1184'3.6 MI N FROM MT PISGAH.
 GB1184'3.5 MILES NORTH ALONG A NEW GRAVEL ROAD FROM ROAD JUNCTION AND
 GB1184'CONCRETE BLOCK BUILDING AT MT. PISGAH, (WAS POST OFFICE
 GB1184'BUILDING) TO DIRT SIDE ROAD SOUTHEAST, THENCE SOUTHEAST 0.1
 GB1184'MILE ALONG OLD DIRT ROAD, 0.2 MILE SOUTH OF A DIRT ROAD WEST, SET
 GB1184'IN THE TOP OF A 10 BY 2 FOOT OUTCROP OF LIMESTONE, 30 FEET
 GB1184'NORTHEAST OF CENTER OF DIRT ROAD, 88 FEET SOUTHEAST OF A 12-INCH
 GB1184'ELM TREE WITH TRIANGLE BLAZE, ABOUT 8 FEET ABOVE LEVEL OF OLD
 GB1184'ROAD, IN A LOGGED OFF AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1066 ***********************************************************************
 GB1066  DESIGNATION -  G 235
 GB1066  PID         -  GB1066
 GB1066  STATE/COUNTY-  KY/WAYNE
 GB1066  USGS QUAD   -  BELL FARM (1982)
 GB1066
 GB1066                         *CURRENT SURVEY CONTROL
 GB1066  ___________________________________________________________________
 GB1066* NAD 83(1986)-  36 42 46.     (N)    084 44 04.     (W)     SCALED    
 GB1066* NAVD 88     -       367.566  (meters)    1205.92   (feet)  ADJUSTED  
 GB1066  ___________________________________________________________________
 GB1066  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GB1066  DYNAMIC HT  -         367.271 (meters)    1204.95  (feet)  COMP
 GB1066  MODELED GRAV-     979,816.5   (mgal)                       NAVD 88
 GB1066
 GB1066  VERT ORDER  -  SECOND    CLASS 0
 GB1066
 GB1066.The horizontal coordinates were scaled from a topographic map and have
 GB1066.an estimated accuracy of +/- 6 seconds.
 GB1066
 GB1066.The orthometric height was determined by differential leveling
 GB1066.and adjusted by the National Geodetic Survey in June 1991..
 GB1066
 GB1066.The geoid height was determined by GEOID03.
 GB1066
 GB1066.The dynamic height is computed by dividing the NAVD 88
 GB1066.geopotential number by the normal gravity value computed on the
 GB1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1066.degrees latitude (g = 980.6199 gals.).
 GB1066
 GB1066.The modeled gravity was interpolated from observed gravity values.
 GB1066
 GB1066;                    North         East    Units  Estimated Accuracy
 GB1066;SPC KY1Z     - 1,042,610.    1,590,740.      MT  (+/- 180 meters Scaled)
 GB1066
 GB1066                          SUPERSEDED SURVEY CONTROL
 GB1066
 GB1066  NGVD 29 (??/??/92)  367.710  (m)         1206.40   (f) ADJ UNCH    2 0
 GB1066
 GB1066.Superseded values are not recommended for survey control.
 GB1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1066.See file dsdata.txt to determine how the superseded data were derived.
 GB1066
 GB1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF023654(NAD 83)
 GB1066_MARKER: DB = BENCH MARK DISK
 GB1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1066_STAMPING: G 235 1951 1206.395
 GB1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1066+STABILITY: SURFACE MOTION
 GB1066
 GB1066  HISTORY     - Date     Condition        Report By
 GB1066  HISTORY     - 1951     MONUMENTED       CGS
 GB1066  HISTORY     - 1957     GOOD             NGS
 GB1066
 GB1066                          STATION DESCRIPTION
 GB1066
 GB1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1066'1.5 MI S FROM ROCKYBRANCH.
 GB1066'ABOUT 1.5 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1066'AT ROCKYBRANCH, ABOUT 0.35 MILE SOUTH OF JUNCTION OF A ROAD
 GB1066'SOUTHWEST, 50 FEET EAST OF CENTER LINE OF ROAD, 67 FEET
 GB1066'EAST-SOUTHEAST OF CENTER OF JUNCTION OF ROAD AND A DIM ROAD
 GB1066'SOUTHEAST RUNNING PARALLEL AND ALONG A POWER LINE, 65 FEET
 GB1066'NORTHWEST OF A TRIANGULAR BLAZED 8-INCH ELM TREE, 35 FEET NORTHEAST
 GB1066'OF CENTER LINE OF DIM ROAD SOUTHEAST, 7 FEET SOUTHWEST OF
 GB1066'NORTHEAST EDGE OF A SMALL CLEARING, 1 1/2 FEET NORTHWEST OF A
 GB1066'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET
 GB1066'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1066
 GB1066                          STATION RECOVERY (1957)
 GB1066
 GB1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0888 ***********************************************************************
 GZ0888  DESIGNATION -  G 236
 GZ0888  PID         -  GZ0888
 GZ0888  STATE/COUNTY-  KY/CASEY
 GZ0888  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0888
 GZ0888                         *CURRENT SURVEY CONTROL
 GZ0888  ___________________________________________________________________
 GZ0888* NAD 83(1986)-  37 23 19.     (N)    084 50 25.     (W)     SCALED    
 GZ0888* NAVD 88     -       367.918  (meters)    1207.08   (feet)  ADJUSTED  
 GZ0888  ___________________________________________________________________
 GZ0888  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GZ0888  DYNAMIC HT  -         367.632 (meters)    1206.14  (feet)  COMP
 GZ0888  MODELED GRAV-     979,843.3   (mgal)                       NAVD 88
 GZ0888
 GZ0888  VERT ORDER  -  SECOND    CLASS 0
 GZ0888
 GZ0888.The horizontal coordinates were scaled from a topographic map and have
 GZ0888.an estimated accuracy of +/- 6 seconds.
 GZ0888
 GZ0888.The orthometric height was determined by differential leveling
 GZ0888.and adjusted by the National Geodetic Survey in June 1991..
 GZ0888
 GZ0888.The geoid height was determined by GEOID03.
 GZ0888
 GZ0888.The dynamic height is computed by dividing the NAVD 88
 GZ0888.geopotential number by the normal gravity value computed on the
 GZ0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0888.degrees latitude (g = 980.6199 gals.).
 GZ0888
 GZ0888.The modeled gravity was interpolated from observed gravity values.
 GZ0888
 GZ0888;                    North         East    Units  Estimated Accuracy
 GZ0888;SPC KY1Z     - 1,117,510.    1,580,560.      MT  (+/- 180 meters Scaled)
 GZ0888
 GZ0888                          SUPERSEDED SURVEY CONTROL
 GZ0888
 GZ0888  NGVD 29 (??/??/92)  368.060  (m)         1207.54   (f) ADJ UNCH    2 0
 GZ0888
 GZ0888.Superseded values are not recommended for survey control.
 GZ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0888.See file dsdata.txt to determine how the superseded data were derived.
 GZ0888
 GZ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG911401(NAD 83)
 GZ0888_MARKER: DB = BENCH MARK DISK
 GZ0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0888_STAMPING: G 236 1951 1207.544
 GZ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0888+STABILITY: SURFACE MOTION
 GZ0888
 GZ0888  HISTORY     - Date     Condition        Report By
 GZ0888  HISTORY     - 1951     MONUMENTED       CGS
 GZ0888  HISTORY     - 1958     GOOD             NGS
 GZ0888
 GZ0888                          STATION DESCRIPTION
 GZ0888
 GZ0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0888'2.7 MI S FROM KIDDS STORE.
 GZ0888'ABOUT 1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST
 GZ0888'OFFICE AND ROAD JUNCTION AT KIDDS STORE, THENCE ABOUT 1.65
 GZ0888'MILES SOUTHEAST AND EAST ALONG A ROUGH DIRT ROAD, SET VERTICALLY
 GZ0888'IN THE EAST FACE OF THE CONCRETE FOUNDATION OF A CONCRETE BLOCK
 GZ0888'BUILDING HOUSING PATSY RIFFE BAPTIST CHURCH, ABOUT 100 YARDS
 GZ0888'WEST OF THE PATSY RIFFE SCHOOL, 1.4 FEET NORTH OF THE SOUTHEAST
 GZ0888'CORNER OF THE BUILDING, 85 FEET SOUTH OF THE CENTER LINE OF
 GZ0888'ROAD, ABOUT LEVEL WITH ROAD AND ABOUT 2 FEET ABOVE THE GROUND.
 GZ0888'NOTE-- MARK MAY BE REACHED FROM MIDDLEBURG, CASEY COUNTY BY GOING
 GZ0888'ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 198 FROM THE POST
 GZ0888'OFFICE, THENCE ABOUT 2.5 MILES NORTHWEST ALONG A ROUGH DIRT ROAD.
 GZ0888
 GZ0888                          STATION RECOVERY (1958)
 GZ0888
 GZ0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1677 ***********************************************************************
 GZ1677  DESIGNATION -  G 237
 GZ1677  PID         -  GZ1677
 GZ1677  STATE/COUNTY-  KY/ADAIR
 GZ1677  USGS QUAD   -  MANNSVILLE (1970)
 GZ1677
 GZ1677                         *CURRENT SURVEY CONTROL
 GZ1677  ___________________________________________________________________
 GZ1677* NAD 83(1986)-  37 16 29.     (N)    085 07 32.     (W)     SCALED    
 GZ1677* NAVD 88     -       228.662  (meters)     750.20   (feet)  ADJUSTED  
 GZ1677  ___________________________________________________________________
 GZ1677  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GZ1677  DYNAMIC HT  -         228.479 (meters)     749.60  (feet)  COMP
 GZ1677  MODELED GRAV-     979,824.5   (mgal)                       NAVD 88
 GZ1677
 GZ1677  VERT ORDER  -  SECOND    CLASS 0
 GZ1677
 GZ1677.The horizontal coordinates were scaled from a topographic map and have
 GZ1677.an estimated accuracy of +/- 6 seconds.
 GZ1677
 GZ1677.The orthometric height was determined by differential leveling
 GZ1677.and adjusted by the National Geodetic Survey in June 1991..
 GZ1677
 GZ1677.The geoid height was determined by GEOID03.
 GZ1677
 GZ1677.The dynamic height is computed by dividing the NAVD 88
 GZ1677.geopotential number by the normal gravity value computed on the
 GZ1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1677.degrees latitude (g = 980.6199 gals.).
 GZ1677
 GZ1677.The modeled gravity was interpolated from observed gravity values.
 GZ1677
 GZ1677;                    North         East    Units  Estimated Accuracy
 GZ1677;SPC KY1Z     - 1,104,660.    1,555,380.      MT  (+/- 180 meters Scaled)
 GZ1677
 GZ1677                          SUPERSEDED SURVEY CONTROL
 GZ1677
 GZ1677  NGVD 29 (??/??/92)  228.803  (m)          750.66   (f) ADJ UNCH    2 0
 GZ1677
 GZ1677.Superseded values are not recommended for survey control.
 GZ1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1677.See file dsdata.txt to determine how the superseded data were derived.
 GZ1677
 GZ1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG661269(NAD 83)
 GZ1677_MARKER: DB = BENCH MARK DISK
 GZ1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1677_STAMPING: G 237 1951 750.665
 GZ1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1677+STABILITY: SURFACE MOTION
 GZ1677
 GZ1677  HISTORY     - Date     Condition        Report By
 GZ1677  HISTORY     - 1951     MONUMENTED       CGS
 GZ1677  HISTORY     - 1958     GOOD             NGS
 GZ1677
 GZ1677                          STATION DESCRIPTION
 GZ1677
 GZ1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1677'2 MI SW FROM CLEMENTSVILLE.
 GZ1677'ABOUT 2.05 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ1677'OFFICE AND JUNCTION OF STATE HIGHWAY 70 AT CLEMENTSVILLE, ABOUT
 GZ1677'0.15 MILE SOUTHWEST OF A TWIN 60-INCH PIPE CULVERT, ABOUT 0.3
 GZ1677'MILE NORTHEAST OF A TWIN 60-INCH PIPE CULVERT, 28 FEET
 GZ1677'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 179 FEET SOUTHWEST OF
 GZ1677'SOUTHEAST END OF A 15-INCH PIPE CULVERT, AT THE NORTHEAST END OF
 GZ1677'A CUT, 6 FEET NORTHEAST OF A 10-INCH GUM TREE, 25 FEET
 GZ1677'SOUTHWEST OF A 12-INCH OAK TREE, 2 FEET SOUTHWEST OF A WHITE
 GZ1677'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 GZ1677'CONCRETE POST PROJECTING 3 INCHES.
 GZ1677
 GZ1677                          STATION RECOVERY (1958)
 GZ1677
 GZ1677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1715 ***********************************************************************
 GZ1715  DESIGNATION -  G 238
 GZ1715  PID         -  GZ1715
 GZ1715  STATE/COUNTY-  KY/ADAIR
 GZ1715  USGS QUAD   -  DUNNVILLE (1970)
 GZ1715
 GZ1715                         *CURRENT SURVEY CONTROL
 GZ1715  ___________________________________________________________________
 GZ1715* NAD 83(1986)-  37 07 59.     (N)    085 05 28.     (W)     SCALED    
 GZ1715* NAVD 88     -       313.616  (meters)    1028.92   (feet)  ADJUSTED  
 GZ1715  ___________________________________________________________________
 GZ1715  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GZ1715  DYNAMIC HT  -         313.362 (meters)    1028.09  (feet)  COMP
 GZ1715  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 GZ1715
 GZ1715  VERT ORDER  -  SECOND    CLASS 0
 GZ1715
 GZ1715.The horizontal coordinates were scaled from a topographic map and have
 GZ1715.an estimated accuracy of +/- 6 seconds.
 GZ1715
 GZ1715.The orthometric height was determined by differential leveling
 GZ1715.and adjusted by the National Geodetic Survey in June 1991..
 GZ1715
 GZ1715.The geoid height was determined by GEOID03.
 GZ1715
 GZ1715.The dynamic height is computed by dividing the NAVD 88
 GZ1715.geopotential number by the normal gravity value computed on the
 GZ1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1715.degrees latitude (g = 980.6199 gals.).
 GZ1715
 GZ1715.The modeled gravity was interpolated from observed gravity values.
 GZ1715
 GZ1715;                    North         East    Units  Estimated Accuracy
 GZ1715;SPC KY1Z     - 1,088,960.    1,558,550.      MT  (+/- 180 meters Scaled)
 GZ1715
 GZ1715                          SUPERSEDED SURVEY CONTROL
 GZ1715
 GZ1715  NGVD 29 (??/??/92)  313.760  (m)         1029.39   (f) ADJ UNCH    2 0
 GZ1715
 GZ1715.Superseded values are not recommended for survey control.
 GZ1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1715.See file dsdata.txt to determine how the superseded data were derived.
 GZ1715
 GZ1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG695113(NAD 83)
 GZ1715_MARKER: DB = BENCH MARK DISK
 GZ1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1715_STAMPING: G 238 1951 1029.394
 GZ1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1715+STABILITY: SURFACE MOTION
 GZ1715
 GZ1715  HISTORY     - Date     Condition        Report By
 GZ1715  HISTORY     - 1951     MONUMENTED       CGS
 GZ1715  HISTORY     - 1958     GOOD             NGS
 GZ1715
 GZ1715                          STATION DESCRIPTION
 GZ1715
 GZ1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1715'1.1 MI SE FROM MILLERFIELD.
 GZ1715'ABOUT 1.1 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE CHURCH
 GZ1715'AND SCHOOL AT MILLERFIELD, ABOUT 0.55 MILE NORTHWEST OF TARTER
 GZ1715'CHURCH AND SCHOOL, ABOUT 0.15 MILE NORTH OF THE
 GZ1715'RUSSELL-ADAIR COUNTY LINE, AT THE JUNCTION OF A GRADED DIRT
 GZ1715'ROAD LEADING EAST AND UPHILL, 131 FEET NORTHEAST OF THE CENTER
 GZ1715'LINE OF MAIN ROAD, 17 FEET NORTH OF THE CENTER LINE OF ROAD EAST,
 GZ1715'ABOUT 1 1/2 FEET ABOVE ROAD EAST, ABOUT 5 FEET ABOVE MAIN ROAD
 GZ1715'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1715
 GZ1715                          STATION RECOVERY (1958)
 GZ1715
 GZ1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1490 ***********************************************************************
 GB1490  DESIGNATION -  G 239
 GB1490  PID         -  GB1490
 GB1490  STATE/COUNTY-  KY/RUSSELL
 GB1490  USGS QUAD   -  CUMBERLAND CITY (1994)
 GB1490
 GB1490                         *CURRENT SURVEY CONTROL
 GB1490  ___________________________________________________________________
 GB1490* NAD 83(1986)-  36 52 05.     (N)    085 07 04.     (W)     SCALED    
 GB1490* NAVD 88     -       284.003  (meters)     931.77   (feet)  ADJUSTED  
 GB1490  ___________________________________________________________________
 GB1490  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GB1490  DYNAMIC HT  -         283.765 (meters)     930.99  (feet)  COMP
 GB1490  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 GB1490
 GB1490  VERT ORDER  -  SECOND    CLASS 0
 GB1490
 GB1490.The horizontal coordinates were scaled from a topographic map and have
 GB1490.an estimated accuracy of +/- 6 seconds.
 GB1490
 GB1490.The orthometric height was determined by differential leveling
 GB1490.and adjusted by the National Geodetic Survey in June 1991..
 GB1490
 GB1490.The geoid height was determined by GEOID03.
 GB1490
 GB1490.The dynamic height is computed by dividing the NAVD 88
 GB1490.geopotential number by the normal gravity value computed on the
 GB1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1490.degrees latitude (g = 980.6199 gals.).
 GB1490
 GB1490.The modeled gravity was interpolated from observed gravity values.
 GB1490
 GB1490;                    North         East    Units  Estimated Accuracy
 GB1490;SPC KY1Z     - 1,059,540.    1,556,380.      MT  (+/- 180 meters Scaled)
 GB1490
 GB1490                          SUPERSEDED SURVEY CONTROL
 GB1490
 GB1490  NGVD 29 (??/??/92)  284.142  (m)          932.22   (f) ADJ UNCH    2 0
 GB1490
 GB1490.Superseded values are not recommended for survey control.
 GB1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1490.See file dsdata.txt to determine how the superseded data were derived.
 GB1490
 GB1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF677818(NAD 83)
 GB1490_MARKER: DB = BENCH MARK DISK
 GB1490_SETTING: 66 = SET IN ROCK OUTCROP
 GB1490_SP_SET: ROCK CUT
 GB1490_STAMPING: G 239 1951 932.223
 GB1490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1490+STABILITY: POSITION/ELEVATION WELL
 GB1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1490+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1490
 GB1490  HISTORY     - Date     Condition        Report By
 GB1490  HISTORY     - 1951     MONUMENTED       CGS
 GB1490  HISTORY     - 1958     GOOD             NGS
 GB1490  HISTORY     - 20040309 GOOD             KYDT
 GB1490
 GB1490                          STATION DESCRIPTION
 GB1490
 GB1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1490'1 MI SW FROM ROWENA.
 GB1490'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST
 GB1490'OFFICE AT ROWENA, ABOUT 0.85 MILE NORTHEAST OF THE EAST END OF
 GB1490'EARTHEN PORTION OF WOLF CREEK DAM, AT THE OUTSIDE OF A CURVE
 GB1490'WITH TANGENTS EXTENDING WEST AND NORTHEAST, 22 FEET SOUTH OF THE
 GB1490'CENTER LINE OF ROAD, 34 FEET WEST OF THE SOUTH END OF A 24-INCH
 GB1490'PIPE CULVERT WITH CATCH BASIN, ABOUT 102 YARDS EAST OF WEST END
 GB1490'OF A ROCK CUT, SET VERTICALLY IN THE FACE OF ROCK CUT AND ABOUT
 GB1490'1 1/2 FEET ABOVE HIGHWAY.
 GB1490
 GB1490                          STATION RECOVERY (1958)
 GB1490
 GB1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1490'RECOVERED IN GOOD CONDITION.
 GB1490
 GB1490                          STATION RECOVERY (2004)
 GB1490
 GB1490'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1851 ***********************************************************************
 GZ1851  DESIGNATION -  G 240
 GZ1851  PID         -  GZ1851
 GZ1851  STATE/COUNTY-  KY/ADAIR
 GZ1851  USGS QUAD   -  MONTPELIER (1976)
 GZ1851
 GZ1851                         *CURRENT SURVEY CONTROL
 GZ1851  ___________________________________________________________________
 GZ1851* NAD 83(1986)-  37 01 30.     (N)    085 11 18.     (W)     SCALED    
 GZ1851* NAVD 88     -       272.496  (meters)     894.01   (feet)  ADJUSTED  
 GZ1851  ___________________________________________________________________
 GZ1851  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GZ1851  DYNAMIC HT  -         272.274 (meters)     893.29  (feet)  COMP
 GZ1851  MODELED GRAV-     979,809.4   (mgal)                       NAVD 88
 GZ1851
 GZ1851  VERT ORDER  -  SECOND    CLASS 0
 GZ1851
 GZ1851.The horizontal coordinates were scaled from a topographic map and have
 GZ1851.an estimated accuracy of +/- 6 seconds.
 GZ1851
 GZ1851.The orthometric height was determined by differential leveling
 GZ1851.and adjusted by the National Geodetic Survey in June 1991..
 GZ1851
 GZ1851.The geoid height was determined by GEOID03.
 GZ1851
 GZ1851.The dynamic height is computed by dividing the NAVD 88
 GZ1851.geopotential number by the normal gravity value computed on the
 GZ1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1851.degrees latitude (g = 980.6199 gals.).
 GZ1851
 GZ1851.The modeled gravity was interpolated from observed gravity values.
 GZ1851
 GZ1851;                    North         East    Units  Estimated Accuracy
 GZ1851;SPC KY1Z     - 1,076,920.    1,549,980.      MT  (+/- 180 meters Scaled)
 GZ1851
 GZ1851                          SUPERSEDED SURVEY CONTROL
 GZ1851
 GZ1851  NGVD 29 (??/??/92)  272.645  (m)          894.50   (f) ADJ UNCH    2 0
 GZ1851
 GZ1851.Superseded values are not recommended for survey control.
 GZ1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1851.See file dsdata.txt to determine how the superseded data were derived.
 GZ1851
 GZ1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF611991(NAD 83)
 GZ1851_MARKER: DB = BENCH MARK DISK
 GZ1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1851_STAMPING: G 240 1951 894.503
 GZ1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1851+STABILITY: SURFACE MOTION
 GZ1851
 GZ1851  HISTORY     - Date     Condition        Report By
 GZ1851  HISTORY     - 1951     MONUMENTED       CGS
 GZ1851  HISTORY     - 1958     GOOD             NGS
 GZ1851  HISTORY     - 20050823 MARK NOT FOUND   KYTC
 GZ1851
 GZ1851                          STATION DESCRIPTION
 GZ1851
 GZ1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ1851'0.5 MI NW FROM MONTPELIER.
 GZ1851'0.5 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE
 GZ1851'HIGHWAY 92 AND POST OFFICE AT MONTPELIER, AT THE JUNCTION OF A
 GZ1851'GRAVEL ROAD NORTHEAST AND AT THE SOUTH CORNER OF AN OLD SLAVE AND
 GZ1851'COLORED CEMETERY, 22 FEET NORTHWEST OF THE CENTER OF THE ROAD
 GZ1851'NORTHEAST, 18 FEET NORTHEAST OF THE CENTER OF THE ROAD NORTHWEST,
 GZ1851'18 FEET SOUTH OF A 36-INCH OAK TREE, ABOUT LEVEL WITH ROADS.
 GZ1851'STANDARD DISK IN CONCRETE POST, PROJECTING 2 INCHES.
 GZ1851
 GZ1851                          STATION RECOVERY (2005)
 GZ1851
 GZ1851'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1851'INTERSECTION HAS BEEN WIDENED, BLACKTOPPED, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1150 ***********************************************************************
 GZ1150  DESIGNATION -  G 241
 GZ1150  PID         -  GZ1150
 GZ1150  STATE/COUNTY-  KY/RUSSELL
 GZ1150  USGS QUAD   -  ELI (1973)
 GZ1150
 GZ1150                         *CURRENT SURVEY CONTROL
 GZ1150  ___________________________________________________________________
 GZ1150* NAD 83(1986)-  37 00 22.     (N)    084 52 40.     (W)     SCALED    
 GZ1150* NAVD 88     -       311.828  (meters)    1023.06   (feet)  ADJUSTED  
 GZ1150  ___________________________________________________________________
 GZ1150  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GZ1150  DYNAMIC HT  -         311.572 (meters)    1022.22  (feet)  COMP
 GZ1150  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 GZ1150
 GZ1150  VERT ORDER  -  SECOND    CLASS 0
 GZ1150
 GZ1150.The horizontal coordinates were scaled from a topographic map and have
 GZ1150.an estimated accuracy of +/- 6 seconds.
 GZ1150
 GZ1150.The orthometric height was determined by differential leveling
 GZ1150.and adjusted by the National Geodetic Survey in June 1991..
 GZ1150
 GZ1150.The geoid height was determined by GEOID03.
 GZ1150
 GZ1150.The dynamic height is computed by dividing the NAVD 88
 GZ1150.geopotential number by the normal gravity value computed on the
 GZ1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1150.degrees latitude (g = 980.6199 gals.).
 GZ1150
 GZ1150.The modeled gravity was interpolated from observed gravity values.
 GZ1150
 GZ1150;                    North         East    Units  Estimated Accuracy
 GZ1150;SPC KY1Z     - 1,075,030.    1,577,630.      MT  (+/- 180 meters Scaled)
 GZ1150
 GZ1150                          SUPERSEDED SURVEY CONTROL
 GZ1150
 GZ1150  NGVD 29 (??/??/92)  311.966  (m)         1023.51   (f) ADJ UNCH    2 0
 GZ1150
 GZ1150.Superseded values are not recommended for survey control.
 GZ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1150.See file dsdata.txt to determine how the superseded data were derived.
 GZ1150
 GZ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF888976(NAD 83)
 GZ1150_MARKER: DB = BENCH MARK DISK
 GZ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1150_STAMPING: G 241 1951 1023.508
 GZ1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1150+STABILITY: SURFACE MOTION
 GZ1150
 GZ1150  HISTORY     - Date     Condition        Report By
 GZ1150  HISTORY     - 1951     MONUMENTED       CGS
 GZ1150  HISTORY     - 1973     MARK NOT FOUND   USGS
 GZ1150  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 GZ1150  HISTORY     - 20050502 MARK NOT FOUND   KYDT
 GZ1150
 GZ1150                          STATION DESCRIPTION
 GZ1150
 GZ1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1150'1.8 MI NE FROM JABEZ.
 GZ1150'ABOUT 1.85 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE
 GZ1150'CROSSROADS AND CHURCH AT JABEZ, 50 FEET NORTHWEST OF THE CENTER
 GZ1150'LINE OF ROAD, 178 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF SMALL
 GZ1150'CONCRETE BLOCK BUILDING HOUSING SANDY HOLLOW SCHOOL, 5 FEET
 GZ1150'NORTHEAST OF A POWER POLE WITH TRANSFORMER, ABOUT 4 1/2 FEET
 GZ1150'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1150'5 INCHES.
 GZ1150
 GZ1150                          STATION RECOVERY (1973)
 GZ1150
 GZ1150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GZ1150'MARK NOT FOUND.
 GZ1150
 GZ1150                          STATION RECOVERY (1984)
 GZ1150
 GZ1150'RECOVERY NOTE BY US POWER SQUADRON 1984 (SRW)
 GZ1150'MARK NOT FOUND.
 GZ1150
 GZ1150                          STATION RECOVERY (2005)
 GZ1150
 GZ1150'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1150'MARK WAS REPORTED DESTROYED IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1845 ***********************************************************************
 GZ1845  DESIGNATION -  G 242
 GZ1845  PID         -  GZ1845
 GZ1845  STATE/COUNTY-  KY/ADAIR
 GZ1845  USGS QUAD   -  COLUMBIA (1976)
 GZ1845
 GZ1845                         *CURRENT SURVEY CONTROL
 GZ1845  ___________________________________________________________________
 GZ1845* NAD 83(1986)-  37 01 37.     (N)    085 18 38.     (W)     SCALED    
 GZ1845* NAVD 88     -       297.505  (meters)     976.06   (feet)  ADJUSTED  
 GZ1845  ___________________________________________________________________
 GZ1845  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GZ1845  DYNAMIC HT  -         297.264 (meters)     975.27  (feet)  COMP
 GZ1845  MODELED GRAV-     979,814.9   (mgal)                       NAVD 88
 GZ1845
 GZ1845  VERT ORDER  -  SECOND    CLASS 0
 GZ1845
 GZ1845.The horizontal coordinates were scaled from a topographic map and have
 GZ1845.an estimated accuracy of +/- 6 seconds.
 GZ1845
 GZ1845.The orthometric height was determined by differential leveling
 GZ1845.and adjusted by the National Geodetic Survey in June 1991..
 GZ1845
 GZ1845.The geoid height was determined by GEOID03.
 GZ1845
 GZ1845.The dynamic height is computed by dividing the NAVD 88
 GZ1845.geopotential number by the normal gravity value computed on the
 GZ1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1845.degrees latitude (g = 980.6199 gals.).
 GZ1845
 GZ1845.The modeled gravity was interpolated from observed gravity values.
 GZ1845
 GZ1845;                    North         East    Units  Estimated Accuracy
 GZ1845;SPC KY1Z     - 1,077,070.    1,539,100.      MT  (+/- 180 meters Scaled)
 GZ1845
 GZ1845                          SUPERSEDED SURVEY CONTROL
 GZ1845
 GZ1845  NGVD 29 (??/??/92)  297.656  (m)          976.56   (f) ADJ UNCH    2 0
 GZ1845
 GZ1845.Superseded values are not recommended for survey control.
 GZ1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1845.See file dsdata.txt to determine how the superseded data were derived.
 GZ1845
 GZ1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF502991(NAD 83)
 GZ1845_MARKER: DB = BENCH MARK DISK
 GZ1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1845_STAMPING: G 242 1951 976.560
 GZ1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1845+STABILITY: SURFACE MOTION
 GZ1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1845+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 GZ1845
 GZ1845  HISTORY     - Date     Condition        Report By
 GZ1845  HISTORY     - 1951     MONUMENTED       CGS
 GZ1845  HISTORY     - 1958     GOOD             NGS
 GZ1845  HISTORY     - 20050816 GOOD             KYTC
 GZ1845
 GZ1845                          STATION DESCRIPTION
 GZ1845
 GZ1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1845'1 MI S FROM GADBERRY.
 GZ1845'ABOUT 1.05 MILES SOUTH ALONG A GRAVEL ROAD FROM SMITH CHAPEL
 GZ1845'CHURCH OF CHRIST AT GADBERRY, ABOUT 1.15 MILES NORTH OF THE POST
 GZ1845'OFFICE AT FAIRPLAY, ABOUT 115 YARDS SOUTHWEST OF THE SOUTHWEST
 GZ1845'CORNER OF A SQUARE TWO STORY FARM HOUSE WITH SURROUNDING PORCH,
 GZ1845'70 FEET EAST OF THE CENTER LINE OF ROAD, 20 FEET SOUTH OF THE
 GZ1845'CENTER LINE OF A FIELD ROAD EAST, 6 FEET SOUTHWEST OF A 10-INCH
 GZ1845'WALNUT TREE, 37 1/2 FEET SOUTH AND ACROSS FIELD ROAD FROM A 10-INCH
 GZ1845'HICKORY TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 GZ1845'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1845'PROJECTING 3 INCHES.
 GZ1845
 GZ1845                          STATION RECOVERY (1958)
 GZ1845
 GZ1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1845'RECOVERED IN GOOD CONDITION.
 GZ1845
 GZ1845                          STATION RECOVERY (2005)
 GZ1845
 GZ1845'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1801 ***********************************************************************
 GZ1801  DESIGNATION -  G 243
 GZ1801  PID         -  GZ1801
 GZ1801  STATE/COUNTY-  KY/ADAIR
 GZ1801  USGS QUAD   -  GRADYVILLE (1973)
 GZ1801
 GZ1801                         *CURRENT SURVEY CONTROL
 GZ1801  ___________________________________________________________________
 GZ1801* NAD 83(1986)-  37 05 20.     (N)    085 29 44.     (W)     SCALED    
 GZ1801* NAVD 88     -       295.106  (meters)     968.19   (feet)  ADJUSTED  
 GZ1801  ___________________________________________________________________
 GZ1801  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GZ1801  DYNAMIC HT  -         294.873 (meters)     967.43  (feet)  COMP
 GZ1801  MODELED GRAV-     979,834.1   (mgal)                       NAVD 88
 GZ1801
 GZ1801  VERT ORDER  -  SECOND    CLASS 0
 GZ1801
 GZ1801.The horizontal coordinates were scaled from a topographic map and have
 GZ1801.an estimated accuracy of +/- 6 seconds.
 GZ1801
 GZ1801.The orthometric height was determined by differential leveling
 GZ1801.and adjusted by the National Geodetic Survey in June 1991..
 GZ1801
 GZ1801.The geoid height was determined by GEOID03.
 GZ1801
 GZ1801.The dynamic height is computed by dividing the NAVD 88
 GZ1801.geopotential number by the normal gravity value computed on the
 GZ1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1801.degrees latitude (g = 980.6199 gals.).
 GZ1801
 GZ1801.The modeled gravity was interpolated from observed gravity values.
 GZ1801
 GZ1801;                    North         East    Units  Estimated Accuracy
 GZ1801;SPC KY1Z     - 1,083,890.    1,522,620.      MT  (+/- 180 meters Scaled)
 GZ1801
 GZ1801                          SUPERSEDED SURVEY CONTROL
 GZ1801
 GZ1801  NGVD 29 (??/??/92)  295.253  (m)          968.68   (f) ADJ UNCH    2 0
 GZ1801
 GZ1801.Superseded values are not recommended for survey control.
 GZ1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1801.See file dsdata.txt to determine how the superseded data were derived.
 GZ1801
 GZ1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG337057(NAD 83)
 GZ1801_MARKER: DB = BENCH MARK DISK
 GZ1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1801_STAMPING: G 243 1951
 GZ1801_MARK LOGO: CGS   
 GZ1801_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1801+STABILITY: SURFACE MOTION
 GZ1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1801+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 GZ1801
 GZ1801  HISTORY     - Date     Condition        Report By
 GZ1801  HISTORY     - 1951     MONUMENTED       CGS
 GZ1801  HISTORY     - 19931101 GOOD             KYDT
 GZ1801  HISTORY     - 20050824 GOOD             KYTC
 GZ1801
 GZ1801                          STATION DESCRIPTION
 GZ1801
 GZ1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1801'1.2 MI SE FROM KELTNER.
 GZ1801'ABOUT 1.2 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD LEADING TO
 GZ1801'WEED FROM THE POST OFFICE AT KELTNER, ABOUT 0.65 MILE SOUTHEAST
 GZ1801'OF THE JUNCTION OF A ROAD NORTHEAST, AT THE JUNCTION OF A GRAVEL
 GZ1801'ROAD LEADING EAST TO MILLTOWN AND A CURVE IN THE MAIN ROAD WITH
 GZ1801'TANGENTS EXTENDING SOUTHWEST AND NORTHWEST, 18 FEET NORTHEAST
 GZ1801'OF CENTER LINE OF NORTHWEST TANGENT OF MAIN ROAD, 47 FEET NORTH OF
 GZ1801'CENTER OF JUNCTION, 30 FEET NORTHWEST OF EXTENDED CENTER LINE OF
 GZ1801'SOUTHWEST TANGENT OF MAIN ROAD, 7 FEET SOUTHWEST OF A FENCE LINE,
 GZ1801'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GZ1801'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1801
 GZ1801                          STATION RECOVERY (1993)
 GZ1801
 GZ1801'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1801'ABOUT 1.2 MILES (1.9 KM) EAST AND SOUTHEAST ALONG A PAVED ROAD LEADING
 GZ1801'TO WEED FROM THE COMMUNITY OF KELTNER, ABOUT 0.65 MILE (1.05 KM)
 GZ1801'SOUTHEAST OF THE JUNCTION OF A ROAD NORTHEAST, AT THE JUNCTION OF KY
 GZ1801'HIGHWAY 768, 23 FEET (7.0 M) NORTHEAST OF CENTERLINE OF PAVED ROAD, 45
 GZ1801'FEET (13.7 M) NORTH OF CENTER OF JUNCTION, IN FENCE LINE, 0.5 FEET
 GZ1801'(15.2 CM) EAST OF FIBERGLASS WITNESS POST, 9 FEET (2.7 M) NORTH OF 20
 GZ1801'INCH OAK TREE IN FENCE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 GZ1801'CONCRETE POST PROJECTING 4 INCHES.
 GZ1801
 GZ1801                          STATION RECOVERY (2005)
 GZ1801
 GZ1801'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2039 ***********************************************************************
 GB2039  DESIGNATION -  G 245
 GB2039  PID         -  GB2039
 GB2039  STATE/COUNTY-  KY/METCALFE
 GB2039  USGS QUAD   -  SUMMER SHADE (1974)
 GB2039
 GB2039                         *CURRENT SURVEY CONTROL
 GB2039  ___________________________________________________________________
 GB2039* NAD 83(1986)-  36 56 14.     (N)    085 40 15.     (W)     SCALED    
 GB2039* NAVD 88     -       249.798  (meters)     819.55   (feet)  ADJUSTED  
 GB2039  ___________________________________________________________________
 GB2039  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GB2039  DYNAMIC HT  -         249.593 (meters)     818.87  (feet)  COMP
 GB2039  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 GB2039
 GB2039  VERT ORDER  -  SECOND    CLASS 0
 GB2039
 GB2039.The horizontal coordinates were scaled from a topographic map and have
 GB2039.an estimated accuracy of +/- 6 seconds.
 GB2039
 GB2039.The orthometric height was determined by differential leveling
 GB2039.and adjusted by the National Geodetic Survey in June 1991..
 GB2039
 GB2039.The geoid height was determined by GEOID03.
 GB2039
 GB2039.The dynamic height is computed by dividing the NAVD 88
 GB2039.geopotential number by the normal gravity value computed on the
 GB2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2039.degrees latitude (g = 980.6199 gals.).
 GB2039
 GB2039.The modeled gravity was interpolated from observed gravity values.
 GB2039
 GB2039;                    North         East    Units  Estimated Accuracy
 GB2039;SPC KY1Z     - 1,067,030.    1,507,050.      MT  (+/- 180 meters Scaled)
 GB2039
 GB2039                          SUPERSEDED SURVEY CONTROL
 GB2039
 GB2039  NGVD 29 (??/??/92)  249.938  (m)          820.00   (f) ADJ UNCH    2 0
 GB2039
 GB2039.Superseded values are not recommended for survey control.
 GB2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2039.See file dsdata.txt to determine how the superseded data were derived.
 GB2039
 GB2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF183887(NAD 83)
 GB2039_MARKER: DB = BENCH MARK DISK
 GB2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2039_STAMPING: G 245 1951 820.005
 GB2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2039+STABILITY: SURFACE MOTION
 GB2039
 GB2039  HISTORY     - Date     Condition        Report By
 GB2039  HISTORY     - 1951     MONUMENTED       CGS
 GB2039  HISTORY     - 1958     GOOD             NGS
 GB2039
 GB2039                          STATION DESCRIPTION
 GB2039
 GB2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2039'2.6 MI NW FROM GOODLUCK.
 GB2039'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 163 FROM THE POST
 GB2039'OFFICE AT GOODLUCK, THENCE ABOUT 2.0 MILES WEST ALONG A GRAVEL
 GB2039'ROAD, ABOUT 0.9 MILE EAST OF A CROSSING OF A STEEL TOWER POWER
 GB2039'TRANSMISSION LINE, ABOUT 0.2 MILE WEST OF A FORD ACROSS CLAY LICK
 GB2039'CREEK, ABOUT 0.1 MILE WEST OF A FORD ACROSS A SMALL CREEK, 39
 GB2039'FEET SOUTH OF CENTER LINE OF ROAD, JUST EAST OF A SMALL SAW MILL
 GB2039'SITE, 1 FOOT NORTH OF A FENCE LINE, 6 FEET SOUTH OF A TRAIL
 GB2039'PARALLELING ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 GB2039'ABOUT 1 1/2 FEET BELOW ROAD AND SET IN THE TOP OF A CONCRETE
 GB2039'POST PROJECTING 4 INCHES.
 GB2039
 GB2039                          STATION RECOVERY (1958)
 GB2039
 GB2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1195 ***********************************************************************
 GB1195  DESIGNATION -  G 246
 GB1195  PID         -  GB1195
 GB1195  STATE/COUNTY-  KY/WAYNE
 GB1195  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1195
 GB1195                         *CURRENT SURVEY CONTROL
 GB1195  ___________________________________________________________________
 GB1195* NAD 83(1986)-  36 40 57.     (N)    084 51 50.     (W)     SCALED    
 GB1195* NAVD 88     -       331.998  (meters)    1089.23   (feet)  ADJUSTED  
 GB1195  ___________________________________________________________________
 GB1195  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GB1195  DYNAMIC HT  -         331.722 (meters)    1088.32  (feet)  COMP
 GB1195  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 GB1195
 GB1195  VERT ORDER  -  SECOND    CLASS 0
 GB1195
 GB1195.The horizontal coordinates were scaled from a topographic map and have
 GB1195.an estimated accuracy of +/- 6 seconds.
 GB1195
 GB1195.The orthometric height was determined by differential leveling
 GB1195.and adjusted by the National Geodetic Survey in June 1991..
 GB1195
 GB1195.The geoid height was determined by GEOID03.
 GB1195
 GB1195.The dynamic height is computed by dividing the NAVD 88
 GB1195.geopotential number by the normal gravity value computed on the
 GB1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1195.degrees latitude (g = 980.6199 gals.).
 GB1195
 GB1195.The modeled gravity was interpolated from observed gravity values.
 GB1195
 GB1195;                    North         East    Units  Estimated Accuracy
 GB1195;SPC KY1Z     - 1,039,130.    1,579,210.      MT  (+/- 180 meters Scaled)
 GB1195
 GB1195                          SUPERSEDED SURVEY CONTROL
 GB1195
 GB1195  NGVD 29 (??/??/92)  332.135  (m)         1089.68   (f) ADJ UNCH    2 0
 GB1195
 GB1195.Superseded values are not recommended for survey control.
 GB1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1195.See file dsdata.txt to determine how the superseded data were derived.
 GB1195
 GB1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF908617(NAD 83)
 GB1195_MARKER: DB = BENCH MARK DISK
 GB1195_SETTING: 66 = SET IN ROCK OUTCROP
 GB1195_SP_SET: ROCK OUTCROP
 GB1195_STAMPING: G 246 1951 1089.680
 GB1195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1195+STABILITY: POSITION/ELEVATION WELL
 GB1195
 GB1195  HISTORY     - Date     Condition        Report By
 GB1195  HISTORY     - 1951     MONUMENTED       CGS
 GB1195  HISTORY     - 1958     GOOD             NGS
 GB1195
 GB1195                          STATION DESCRIPTION
 GB1195
 GB1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1195'4 MI E FROM SLICKFORD.
 GB1195'ABOUT 1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1195'AT SLICKFORD, THENCE ABOUT 3.05 MILES EAST ALONG A DIM ROAD,
 GB1195'ABOUT 145 YARDS SOUTHWEST OF A BARN, 16 FEET NORTHWEST OF CENTER
 GB1195'LINE OF ROAD, IN THE TOP OF AN OUTCROP OF LIMESTONE ABOUT 9 BY
 GB1195'7 FEET, 47 1/2 FEET NORTH AND ACROSS ROAD FROM A TRIANGULAR
 GB1195'BLAZED 7-INCH WALNUT TREE WHICH IS AT A FENCE CORNER, 29 FEET
 GB1195'NORTH-NORTHWEST AND ACROSS ROAD FROM A 14-INCH TRIANGULAR
 GB1195'BLAZED WALNUT TREE WHICH IS IN A FENCE LINE, 3 FEET NORTH OF A
 GB1195'TRIANGULAR BLAZED 9-INCH CEDAR TREE AND ABOUT 3 1/2 FEET ABOVE
 GB1195'LEVEL OF ROAD.
 GB1195
 GB1195                          STATION RECOVERY (1958)
 GB1195
 GB1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1306 ***********************************************************************
 GB1306  DESIGNATION -  G 247
 GB1306  PID         -  GB1306
 GB1306  STATE/COUNTY-  KY/CLINTON
 GB1306  USGS QUAD   -  SAVAGE (1981)
 GB1306
 GB1306                         *CURRENT SURVEY CONTROL
 GB1306  ___________________________________________________________________
 GB1306* NAD 83(1986)-  36 41 48.     (N)    085 06 00.     (W)     SCALED    
 GB1306* NAVD 88     -       278.132  (meters)     912.50   (feet)  ADJUSTED  
 GB1306  ___________________________________________________________________
 GB1306  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GB1306  DYNAMIC HT  -         277.890 (meters)     911.71  (feet)  COMP
 GB1306  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 GB1306
 GB1306  VERT ORDER  -  SECOND    CLASS 0
 GB1306
 GB1306.The horizontal coordinates were scaled from a topographic map and have
 GB1306.an estimated accuracy of +/- 6 seconds.
 GB1306
 GB1306.The orthometric height was determined by differential leveling
 GB1306.and adjusted by the National Geodetic Survey in June 1991..
 GB1306
 GB1306.The geoid height was determined by GEOID03.
 GB1306
 GB1306.The dynamic height is computed by dividing the NAVD 88
 GB1306.geopotential number by the normal gravity value computed on the
 GB1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1306.degrees latitude (g = 980.6199 gals.).
 GB1306
 GB1306.The modeled gravity was interpolated from observed gravity values.
 GB1306
 GB1306;                    North         East    Units  Estimated Accuracy
 GB1306;SPC KY1Z     - 1,040,530.    1,558,090.      MT  (+/- 180 meters Scaled)
 GB1306
 GB1306                          SUPERSEDED SURVEY CONTROL
 GB1306
 GB1306  NGVD 29 (??/??/92)  278.258  (m)          912.92   (f) ADJ UNCH    2 0
 GB1306
 GB1306.Superseded values are not recommended for survey control.
 GB1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1306.See file dsdata.txt to determine how the superseded data were derived.
 GB1306
 GB1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF697629(NAD 83)
 GB1306_MARKER: DB = BENCH MARK DISK
 GB1306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1306_SP_SET: ABUTMENT
 GB1306_STAMPING: G 247 1951 912.918
 GB1306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1306
 GB1306  HISTORY     - Date     Condition        Report By
 GB1306  HISTORY     - 1951     MONUMENTED       CGS
 GB1306  HISTORY     - 1957     GOOD             NGS
 GB1306
 GB1306                          STATION DESCRIPTION
 GB1306
 GB1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1306'2.4 MI NE FROM ALBANY.
 GB1306'ABOUT 2.35 MILES NORTHEAST ALONG STATE HIGHWAY 350 FROM THE COURT
 GB1306'HOUSE AT ALBANY, IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT
 GB1306'OF A 20-FOOT CONCRETE BRIDGE, 12 1/2 FEET WEST OF CENTER LINE
 GB1306'OF HIGHWAY, 258 FEET SOUTHWEST OF CENTER OF JUNCTION OF A GRAVEL
 GB1306'ROAD SOUTHEAST AND ABOUT 1 FOOT BELOW HIGHWAY.
 GB1306
 GB1306                          STATION RECOVERY (1957)
 GB1306
 GB1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1359 ***********************************************************************
 GB1359  DESIGNATION -  G 248
 GB1359  PID         -  GB1359
 GB1359  STATE/COUNTY-  KY/CLINTON
 GB1359  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1359
 GB1359                         *CURRENT SURVEY CONTROL
 GB1359  ___________________________________________________________________
 GB1359* NAD 83(1986)-  36 46 26.     (N)    085 12 15.     (W)     SCALED    
 GB1359* NAVD 88     -       311.752  (meters)    1022.81   (feet)  ADJUSTED  
 GB1359  ___________________________________________________________________
 GB1359  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GB1359  DYNAMIC HT  -         311.489 (meters)    1021.94  (feet)  COMP
 GB1359  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 GB1359
 GB1359  VERT ORDER  -  SECOND    CLASS 0
 GB1359
 GB1359.The horizontal coordinates were scaled from a topographic map and have
 GB1359.an estimated accuracy of +/- 6 seconds.
 GB1359
 GB1359.The orthometric height was determined by differential leveling
 GB1359.and adjusted by the National Geodetic Survey in June 1991..
 GB1359
 GB1359.The geoid height was determined by GEOID03.
 GB1359
 GB1359.The dynamic height is computed by dividing the NAVD 88
 GB1359.geopotential number by the normal gravity value computed on the
 GB1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1359.degrees latitude (g = 980.6199 gals.).
 GB1359
 GB1359.The modeled gravity was interpolated from observed gravity values.
 GB1359
 GB1359;                    North         East    Units  Estimated Accuracy
 GB1359;SPC KY1Z     - 1,049,040.    1,548,730.      MT  (+/- 180 meters Scaled)
 GB1359
 GB1359                          SUPERSEDED SURVEY CONTROL
 GB1359
 GB1359  NGVD 29 (??/??/92)  311.884  (m)         1023.24   (f) ADJ UNCH    2 0
 GB1359
 GB1359.Superseded values are not recommended for survey control.
 GB1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1359.See file dsdata.txt to determine how the superseded data were derived.
 GB1359
 GB1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF602712(NAD 83)
 GB1359_MARKER: DB = BENCH MARK DISK
 GB1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1359_STAMPING: G 248 1951 1023.239
 GB1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1359+STABILITY: SURFACE MOTION
 GB1359
 GB1359  HISTORY     - Date     Condition        Report By
 GB1359  HISTORY     - 1951     MONUMENTED       CGS
 GB1359  HISTORY     - 1958     GOOD             NGS
 GB1359  HISTORY     - 20040308 MARK NOT FOUND   KYDT
 GB1359
 GB1359                          STATION DESCRIPTION
 GB1359
 GB1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1359'7.6 MI N FROM ALBANY.
 GB1359'ABOUT 6.65 MILES NORTH ALONG STATE HIGHWAY 90 FROM THE COURT
 GB1359'HOUSE AT ALBANY, THENCE ABOUT 0.15 MILE NORTHEAST ALONG STATE
 GB1359'HIGHWAY 90 AND 55, THENCE ABOUT 0.75 MILE NORTH ALONG A GRAVEL
 GB1359'ROAD, AT A T ROAD JUNCTION (GRAVEL ROAD WEST AND DIRT ROAD EAST),
 GB1359'58 FEET WEST OF CENTER LINE OF ROAD SOUTH, 58 FEET SOUTHWEST
 GB1359'OF CENTER OF ROAD JUNCTION, 80 FEET SOUTH AND ACROSS ROAD WEST
 GB1359'FROM SOUTHEAST CORNER OF AN OLD STORE (FORMERLY DECIDE POST
 GB1359'OFFICE), 37 FEET SOUTH OF CENTER LINE OF ROAD WEST, 1 1/2 FEET
 GB1359'EAST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 GB1359'WITNESS POST, ABOUT LEVEL WITH JUNCTION AND SET IN THE TOP OF A
 GB1359'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED
 GB1359'FROM THE POST OFFICE AT AARON BY GOING ABOUT 2.1 MILES SOUTH ALONG
 GB1359'STATE HIGHWAY 55, THENCE ABOUT 1.2 MILES SOUTHWEST ALONG A
 GB1359'GRAVEL ROAD, THENCE ABOUT 0.55 MILE SOUTHWEST ALONG A DIRT ROAD.
 GB1359
 GB1359                          STATION RECOVERY (1958)
 GB1359
 GB1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1359'RECOVERED IN GOOD CONDITION.
 GB1359
 GB1359                          STATION RECOVERY (2004)
 GB1359
 GB1359'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1359'THESE ROADS AND INTERSECTION WAS REBUILT/WIDENED SOMETIME IN THE
 GB1359'1970'S, POSSIBLY TORN OUT. THERE IS ALSO A LARGE OIL STORAGE TANK AT
 GB1359'THIS LOCATION NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1513 ***********************************************************************
 GB1513  DESIGNATION -  G 249
 GB1513  PID         -  GB1513
 GB1513  STATE/COUNTY-  KY/CUMBERLAND
 GB1513  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1513
 GB1513                         *CURRENT SURVEY CONTROL
 GB1513  ___________________________________________________________________
 GB1513* NAD 83(1986)-  36 50 11.     (N)    085 14 54.     (W)     SCALED    
 GB1513* NAVD 88     -       183.029  (meters)     600.49   (feet)  ADJUSTED  
 GB1513  ___________________________________________________________________
 GB1513  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GB1513  DYNAMIC HT  -         182.877 (meters)     599.99  (feet)  COMP
 GB1513  MODELED GRAV-     979,796.7   (mgal)                       NAVD 88
 GB1513
 GB1513  VERT ORDER  -  SECOND    CLASS 0
 GB1513
 GB1513.The horizontal coordinates were scaled from a topographic map and have
 GB1513.an estimated accuracy of +/- 6 seconds.
 GB1513
 GB1513.The orthometric height was determined by differential leveling
 GB1513.and adjusted by the National Geodetic Survey in June 1991..
 GB1513
 GB1513.The geoid height was determined by GEOID03.
 GB1513
 GB1513.The dynamic height is computed by dividing the NAVD 88
 GB1513.geopotential number by the normal gravity value computed on the
 GB1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1513.degrees latitude (g = 980.6199 gals.).
 GB1513
 GB1513.The modeled gravity was interpolated from observed gravity values.
 GB1513
 GB1513;                    North         East    Units  Estimated Accuracy
 GB1513;SPC KY1Z     - 1,055,950.    1,544,750.      MT  (+/- 180 meters Scaled)
 GB1513
 GB1513                          SUPERSEDED SURVEY CONTROL
 GB1513
 GB1513  NGVD 29 (??/??/92)  183.168  (m)          600.94   (f) ADJ UNCH    2 0
 GB1513
 GB1513.Superseded values are not recommended for survey control.
 GB1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1513.See file dsdata.txt to determine how the superseded data were derived.
 GB1513
 GB1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF561781(NAD 83)
 GB1513_MARKER: DB = BENCH MARK DISK
 GB1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1513_STAMPING: G 249 1951 600.944
 GB1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1513+STABILITY: SURFACE MOTION
 GB1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1513+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1513
 GB1513  HISTORY     - Date     Condition        Report By
 GB1513  HISTORY     - 1951     MONUMENTED       CGS
 GB1513  HISTORY     - 1958     GOOD             NGS
 GB1513  HISTORY     - 20040309 GOOD             KYDT
 GB1513
 GB1513                          STATION DESCRIPTION
 GB1513
 GB1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1513'4.2 MI N FROM FOREST COTTAGE.
 GB1513'ABOUT 4.2 MILES NORTH ALONG STATE HIGHWAY 379 FROM THE POST
 GB1513'OFFICE AT FOREST COTTAGE, AT THE GUY MORGAN FARM HOUSE, 29 FEET
 GB1513'WEST OF CENTER LINE OF HIGHWAY, 77 FEET EAST-NORTHEAST OF THE
 GB1513'NORTHEAST CORNER OF HOUSE, 12 1/2 FEET NORTHEAST OF AN 8-INCH
 GB1513'MAPLE TREE, 1 1/2 FEET EAST OF NORTHEAST CORNER OF LAWN FENCE,
 GB1513'IN LINE WITH FENCE LINE WEST, 1 1/2 FEET NORTH OF A WHITE WOODEN
 GB1513'WITNESS POST, ABOUT 1/2 FOOT BELOW THE HIGHWAY AND SET IN THE
 GB1513'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1513
 GB1513                          STATION RECOVERY (1958)
 GB1513
 GB1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1513'RECOVERED IN GOOD CONDITION.
 GB1513
 GB1513                          STATION RECOVERY (2004)
 GB1513
 GB1513'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1513'AT A 1 STORY BRICK HOUSE, 60 FEET EAST-NORTHEAST OF NORTHEAST CORNER
 GB1513'OF HOUSE, 11 NORTHEAST OF A 24 INCH MAPLE TREE, 9 FEET SOUTH OF SOUTH
 GB1513'END OF FENCE AND FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2634 ***********************************************************************
 GA2634  DESIGNATION -  G 25 RESET
 GA2634  PID         -  GA2634
 GA2634  STATE/COUNTY-  KY/BELL
 GA2634  USGS QUAD   -  KAYJAY (1983)
 GA2634
 GA2634                         *CURRENT SURVEY CONTROL
 GA2634  ___________________________________________________________________
 GA2634* NAD 83(1986)-  36 37 44.     (N)    083 50 58.     (W)     SCALED    
 GA2634* NAVD 88     -       695.205  (meters)    2280.85   (feet)  ADJUSTED  
 GA2634  ___________________________________________________________________
 GA2634  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GA2634  DYNAMIC HT  -         694.559 (meters)    2278.73  (feet)  COMP
 GA2634  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 GA2634
 GA2634  VERT ORDER  -  SECOND    CLASS 0
 GA2634
 GA2634.The horizontal coordinates were scaled from a topographic map and have
 GA2634.an estimated accuracy of +/- 6 seconds.
 GA2634
 GA2634.The orthometric height was determined by differential leveling
 GA2634.and adjusted by the National Geodetic Survey in June 1991..
 GA2634
 GA2634.The geoid height was determined by GEOID03.
 GA2634
 GA2634.The dynamic height is computed by dividing the NAVD 88
 GA2634.geopotential number by the normal gravity value computed on the
 GA2634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2634.degrees latitude (g = 980.6199 gals.).
 GA2634
 GA2634.The modeled gravity was interpolated from observed gravity values.
 GA2634
 GA2634;                    North         East    Units  Estimated Accuracy
 GA2634;SPC KY1Z     - 1,034,540.    1,670,000.      MT  (+/- 180 meters Scaled)
 GA2634
 GA2634                          SUPERSEDED SURVEY CONTROL
 GA2634
 GA2634  NGVD 29 (??/??/92)  695.309  (m)         2281.19   (f) ADJ UNCH    2 0
 GA2634
 GA2634.Superseded values are not recommended for survey control.
 GA2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2634.See file dsdata.txt to determine how the superseded data were derived.
 GA2634
 GA2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA452574(NAD 83)
 GA2634_MARKER: DB = BENCH MARK DISK
 GA2634_SETTING: 66 = SET IN ROCK OUTCROP
 GA2634_SP_SET: ROCK CUT
 GA2634_STAMPING: G 25 RESET 1951 2281.193
 GA2634_MARK LOGO: CGS   
 GA2634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2634+STABILITY: POSITION/ELEVATION WELL
 GA2634
 GA2634  HISTORY     - Date     Condition        Report By
 GA2634  HISTORY     - 1951     MONUMENTED       CGS
 GA2634  HISTORY     - 1975     GOOD             NGS
 GA2634
 GA2634                          STATION DESCRIPTION
 GA2634
 GA2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2634'1.8 MI NW FROM CAPITO.
 GA2634'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 GA2634'AT CAPITO, ABOUT 1.35 MILES NORTHWEST OF THE CROSSING OF THE
 GA2634'LOUISVILLE AND NASHVILLE RAILROAD AT SOUTHEAST FOOT OF LOG MOUNTAIN
 GA2634'GRADE, ABOUT 0.45 MILE NORTHWEST OF THE JUNCTION OF A ROAD LEADING
 GA2634'NORTHEAST ACROSS A VALLEY TO A COAL MINE, SET VERTICALLY IN THE
 GA2634'SMOOTH FACE OF A 10-FOOT HIGH SOLID ROCK CUT, 15 FEET SOUTH-SOUTHWEST
 GA2634'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET ABOVE THE
 GA2634'HIGHWAY.
 GA2634
 GA2634                          STATION RECOVERY (1975)
 GA2634
 GA2634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1520 ***********************************************************************
 GB1520  DESIGNATION -  G 250
 GB1520  PID         -  GB1520
 GB1520  STATE/COUNTY-  KY/RUSSELL
 GB1520  USGS QUAD   -  CREELSBORO (1982)
 GB1520
 GB1520                         *CURRENT SURVEY CONTROL
 GB1520  ___________________________________________________________________
 GB1520* NAD 83(1986)-  36 53 29.     (N)    085 14 59.     (W)     SCALED    
 GB1520* NAVD 88     -       183.222  (meters)     601.12   (feet)  ADJUSTED  
 GB1520  ___________________________________________________________________
 GB1520  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GB1520  DYNAMIC HT  -         183.070 (meters)     600.62  (feet)  COMP
 GB1520  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 GB1520
 GB1520  VERT ORDER  -  SECOND    CLASS 0
 GB1520
 GB1520.The horizontal coordinates were scaled from a topographic map and have
 GB1520.an estimated accuracy of +/- 6 seconds.
 GB1520
 GB1520.The orthometric height was determined by differential leveling
 GB1520.and adjusted by the National Geodetic Survey in June 1991..
 GB1520
 GB1520.The geoid height was determined by GEOID03.
 GB1520
 GB1520.The dynamic height is computed by dividing the NAVD 88
 GB1520.geopotential number by the normal gravity value computed on the
 GB1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1520.degrees latitude (g = 980.6199 gals.).
 GB1520
 GB1520.The modeled gravity was interpolated from observed gravity values.
 GB1520
 GB1520;                    North         East    Units  Estimated Accuracy
 GB1520;SPC KY1Z     - 1,062,060.    1,544,600.      MT  (+/- 180 meters Scaled)
 GB1520
 GB1520                          SUPERSEDED SURVEY CONTROL
 GB1520
 GB1520  NGVD 29 (??/??/92)  183.362  (m)          601.58   (f) ADJ UNCH    2 0
 GB1520
 GB1520.Superseded values are not recommended for survey control.
 GB1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1520.See file dsdata.txt to determine how the superseded data were derived.
 GB1520
 GB1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF559842(NAD 83)
 GB1520_MARKER: DB = BENCH MARK DISK
 GB1520_SETTING: 66 = SET IN ROCK OUTCROP
 GB1520_SP_SET: ROCK LEDGE
 GB1520_STAMPING: G 250 1951 601.580
 GB1520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1520+STABILITY: POSITION/ELEVATION WELL
 GB1520
 GB1520  HISTORY     - Date     Condition        Report By
 GB1520  HISTORY     - 1951     MONUMENTED       CGS
 GB1520  HISTORY     - 1958     GOOD             NGS
 GB1520
 GB1520                          STATION DESCRIPTION
 GB1520
 GB1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1520'1 MI NW FROM RIBBON.
 GB1520'ABOUT 0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GB1520'RIBBON, THENCE ABOUT 0.9 MILE NORTHWEST ALONG A DIM ROAD
 GB1520'FOLLOWING BLACK CREEK, SET IN THE TOP OF THE SOUTH END OF A
 GB1520'LIMESTONE LEDGE ABOUT 110 FEET LONG RUNNING DIAGONALLY ACROSS
 GB1520'ROAD AND CREEK BED, 8 FEET SOUTHWEST OF CENTER LINE OF ROAD, 149
 GB1520'FEET SOUTH-SOUTHEAST AND ACROSS ROAD AND CREEK FROM CENTER OF A
 GB1520'BOARD GATE IN A FENCE LINE, 27 FEET SOUTHEAST OF A TRIANGULAR
 GB1520'BLAZED 28-INCH BEECH TREE AND ABOUT 1 1/2 FEET ABOVE THE ROAD.
 GB1520
 GB1520                          STATION RECOVERY (1958)
 GB1520
 GB1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1344 ***********************************************************************
 GB1344  DESIGNATION -  G 251
 GB1344  PID         -  GB1344
 GB1344  STATE/COUNTY-  KY/CUMBERLAND
 GB1344  USGS QUAD   -  WATERVIEW (1982)
 GB1344
 GB1344                         *CURRENT SURVEY CONTROL
 GB1344  ___________________________________________________________________
 GB1344* NAD 83(1986)-  36 49 12.     (N)    085 27 39.     (W)     SCALED    
 GB1344* NAVD 88     -       173.748  (meters)     570.04   (feet)  ADJUSTED  
 GB1344  ___________________________________________________________________
 GB1344  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GB1344  DYNAMIC HT  -         173.609 (meters)     569.58  (feet)  COMP
 GB1344  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 GB1344
 GB1344  VERT ORDER  -  SECOND    CLASS 0
 GB1344
 GB1344.The horizontal coordinates were scaled from a topographic map and have
 GB1344.an estimated accuracy of +/- 6 seconds.
 GB1344
 GB1344.The orthometric height was determined by differential leveling
 GB1344.and adjusted by the National Geodetic Survey in June 1991..
 GB1344
 GB1344.The geoid height was determined by GEOID03.
 GB1344
 GB1344.The dynamic height is computed by dividing the NAVD 88
 GB1344.geopotential number by the normal gravity value computed on the
 GB1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1344.degrees latitude (g = 980.6199 gals.).
 GB1344
 GB1344.The modeled gravity was interpolated from observed gravity values.
 GB1344
 GB1344;                    North         East    Units  Estimated Accuracy
 GB1344;SPC KY1Z     - 1,054,050.    1,525,800.      MT  (+/- 180 meters Scaled)
 GB1344
 GB1344                          SUPERSEDED SURVEY CONTROL
 GB1344
 GB1344  NGVD 29 (??/??/92)  173.891  (m)          570.51   (f) ADJ UNCH    2 0
 GB1344
 GB1344.Superseded values are not recommended for survey control.
 GB1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1344.See file dsdata.txt to determine how the superseded data were derived.
 GB1344
 GB1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF372760(NAD 83)
 GB1344_MARKER: DB = BENCH MARK DISK
 GB1344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1344_SP_SET: CULVERT
 GB1344_STAMPING: G 251 1951 570.507
 GB1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1344+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 GB1344
 GB1344  HISTORY     - Date     Condition        Report By
 GB1344  HISTORY     - 1951     MONUMENTED       CGS
 GB1344  HISTORY     - 1958     GOOD             NGS
 GB1344  HISTORY     - 20050912 GOOD             KYTC
 GB1344
 GB1344                          STATION DESCRIPTION
 GB1344
 GB1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1344'0.3 MI W FROM WATERVIEW.
 GB1344'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE
 GB1344'AT WATERVIEW, ABOUT 0.45 MILE NORTHWEST OF JUNCTION OF HIGHWAY
 GB1344'691, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL
 GB1344'OF AN 8-FOOT CONCRETE CULVERT, 25 FEET NORTHEAST OF THE CENTER
 GB1344'LINE OF HIGHWAY, 65 FEET SOUTH OF THE SOUTH CORNER OF A RED
 GB1344'BARN, AND ABOUT 3 1/2 FEET BELOW THE HIGHWAY.
 GB1344
 GB1344                          STATION RECOVERY (1958)
 GB1344
 GB1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1344'RECOVERED IN GOOD CONDITION.
 GB1344
 GB1344                          STATION RECOVERY (2005)
 GB1344
 GB1344'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1344'MARK IS 4 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1533 ***********************************************************************
 GB1533  DESIGNATION -  G 252
 GB1533  PID         -  GB1533
 GB1533  STATE/COUNTY-  KY/CUMBERLAND
 GB1533  USGS QUAD   -  BLACKS FERRY (1982)
 GB1533
 GB1533                         *CURRENT SURVEY CONTROL
 GB1533  ___________________________________________________________________
 GB1533* NAD 83(1986)-  36 41 46.     (N)    085 24 27.     (W)     SCALED    
 GB1533* NAVD 88     -       298.892  (meters)     980.61   (feet)  ADJUSTED  
 GB1533  ___________________________________________________________________
 GB1533  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GB1533  DYNAMIC HT  -         298.642 (meters)     979.79  (feet)  COMP
 GB1533  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 GB1533
 GB1533  VERT ORDER  -  SECOND    CLASS 0
 GB1533
 GB1533.The horizontal coordinates were scaled from a topographic map and have
 GB1533.an estimated accuracy of +/- 6 seconds.
 GB1533
 GB1533.The orthometric height was determined by differential leveling
 GB1533.and adjusted by the National Geodetic Survey in June 1991..
 GB1533
 GB1533.The geoid height was determined by GEOID03.
 GB1533
 GB1533.The dynamic height is computed by dividing the NAVD 88
 GB1533.geopotential number by the normal gravity value computed on the
 GB1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1533.degrees latitude (g = 980.6199 gals.).
 GB1533
 GB1533.The modeled gravity was interpolated from observed gravity values.
 GB1533
 GB1533;                    North         East    Units  Estimated Accuracy
 GB1533;SPC KY1Z     - 1,040,320.    1,530,610.      MT  (+/- 180 meters Scaled)
 GB1533
 GB1533                          SUPERSEDED SURVEY CONTROL
 GB1533
 GB1533  NGVD 29 (??/??/92)  299.014  (m)          981.02   (f) ADJ UNCH    2 0
 GB1533
 GB1533.Superseded values are not recommended for survey control.
 GB1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1533.See file dsdata.txt to determine how the superseded data were derived.
 GB1533
 GB1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF422623(NAD 83)
 GB1533_MARKER: DB = BENCH MARK DISK
 GB1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1533_STAMPING: G 252 1951
 GB1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1533+STABILITY: SURFACE MOTION
 GB1533
 GB1533  HISTORY     - Date     Condition        Report By
 GB1533  HISTORY     - 1951     MONUMENTED       CGS
 GB1533
 GB1533                          STATION DESCRIPTION
 GB1533
 GB1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1533'1 MI NW FROM LITTRELL.
 GB1533'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 61 FROM THE POST OFFICE AT
 GB1533'LITTRELL, THENCE ABOUT 0.9 MILE NORTHWEST ALONG A GRAVEL ROAD,
 GB1533'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND
 GB1533'SOUTHWEST, AND AT THE JUNCTION OF A DIM ROAD NORTH, 38 FEET NORTH
 GB1533'OF CENTER LINE OF ROAD, 83 1/2 FEET SOUTHEAST OF SOUTHEAST CORNER
 GB1533'OF RESIDENCE OF CLURIA LOGAN, 74 FEET NORTHEAST OF CENTER OF JUNCTION
 GB1533'OF ROAD NORTH, 28 FEET SOUTH OF CENTER LINE OF A DRIVE EAST TO A
 GB1533'HOUSE, 20 FEET SOUTHWEST OF A POWER POLE, 1 1/2 FEET EAST OF A
 GB1533'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE ROAD AND SET IN THE TOP
 GB1533'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1554 ***********************************************************************
 GB1554  DESIGNATION -  G 253
 GB1554  PID         -  GB1554
 GB1554  STATE/COUNTY-  KY/CUMBERLAND
 GB1554  USGS QUAD   -  BLACKS FERRY (1982)
 GB1554
 GB1554                         *CURRENT SURVEY CONTROL
 GB1554  ___________________________________________________________________
 GB1554* NAD 83(1986)-  36 39 59.     (N)    085 22 47.     (W)     SCALED    
 GB1554* NAVD 88     -       315.822  (meters)    1036.16   (feet)  ADJUSTED  
 GB1554  ___________________________________________________________________
 GB1554  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GB1554  DYNAMIC HT  -         315.553 (meters)    1035.28  (feet)  COMP
 GB1554  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 GB1554
 GB1554  VERT ORDER  -  SECOND    CLASS 0
 GB1554
 GB1554.The horizontal coordinates were scaled from a topographic map and have
 GB1554.an estimated accuracy of +/- 6 seconds.
 GB1554
 GB1554.The orthometric height was determined by differential leveling
 GB1554.and adjusted by the National Geodetic Survey in June 1991..
 GB1554
 GB1554.The geoid height was determined by GEOID03.
 GB1554
 GB1554.The dynamic height is computed by dividing the NAVD 88
 GB1554.geopotential number by the normal gravity value computed on the
 GB1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1554.degrees latitude (g = 980.6199 gals.).
 GB1554
 GB1554.The modeled gravity was interpolated from observed gravity values.
 GB1554
 GB1554;                    North         East    Units  Estimated Accuracy
 GB1554;SPC KY1Z     - 1,037,030.    1,533,110.      MT  (+/- 180 meters Scaled)
 GB1554
 GB1554                          SUPERSEDED SURVEY CONTROL
 GB1554
 GB1554  NGVD 29 (??/??/92)  315.940  (m)         1036.55   (f) ADJ UNCH    2 0
 GB1554
 GB1554.Superseded values are not recommended for survey control.
 GB1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1554.See file dsdata.txt to determine how the superseded data were derived.
 GB1554
 GB1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF447590(NAD 83)
 GB1554_MARKER: DB = BENCH MARK DISK
 GB1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1554_STAMPING: G 253 1951
 GB1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1554+STABILITY: SURFACE MOTION
 GB1554
 GB1554  HISTORY     - Date     Condition        Report By
 GB1554  HISTORY     - 1951     MONUMENTED       CGS
 GB1554
 GB1554                          STATION DESCRIPTION
 GB1554
 GB1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1554'1.7 MI S FROM LITTRELL.
 GB1554'ABOUT 1.7 MILE SOUTH ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB1554'AT LITTRELL, AT THE JUNCTION OF A DIM ROAD NORTH, 37 FEET NORTHEAST
 GB1554'OF CENTER LINE OF HIGHWAY, 86 FEET NORTH-NORTHEAST AND ACROSS
 GB1554'HIGHWAY FROM A TENANT HOUSE OWNED BY J.B. SPEARS, 11 FEET WEST OF
 GB1554'CENTER LINE OF DIM ROAD NORTH, 20 1/2 FEET NORTHEAST OF NORTHWEST
 GB1554'END OF A 14-INCH PIPE CULVERT UNDER ROAD NORTH, 1 1/2 FEET SOUTHWEST
 GB1554'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY
 GB1554'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2783 ***********************************************************************
 GA2783  DESIGNATION -  G 254
 GA2783  PID         -  GA2783
 GA2783  STATE/COUNTY-  KY/BELL
 GA2783  USGS QUAD   -  BALKAN (1974)
 GA2783
 GA2783                         *CURRENT SURVEY CONTROL
 GA2783  ___________________________________________________________________
 GA2783* NAD 83(1986)-  36 48 17.     (N)    083 33 49.     (W)     SCALED    
 GA2783* NAVD 88     -       333.780  (meters)    1095.08   (feet)  ADJUSTED  
 GA2783  ___________________________________________________________________
 GA2783  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GA2783  DYNAMIC HT  -         333.493 (meters)    1094.13  (feet)  COMP
 GA2783  MODELED GRAV-     979,764.3   (mgal)                       NAVD 88
 GA2783
 GA2783  VERT ORDER  -  SECOND    CLASS 0
 GA2783
 GA2783.The horizontal coordinates were scaled from a topographic map and have
 GA2783.an estimated accuracy of +/- 6 seconds.
 GA2783
 GA2783.The orthometric height was determined by differential leveling
 GA2783.and adjusted by the National Geodetic Survey in June 1991..
 GA2783
 GA2783.The geoid height was determined by GEOID03.
 GA2783
 GA2783.The dynamic height is computed by dividing the NAVD 88
 GA2783.geopotential number by the normal gravity value computed on the
 GA2783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2783.degrees latitude (g = 980.6199 gals.).
 GA2783
 GA2783.The modeled gravity was interpolated from observed gravity values.
 GA2783
 GA2783;                    North         East    Units  Estimated Accuracy
 GA2783;SPC KY1Z     - 1,054,600.    1,695,110.      MT  (+/- 180 meters Scaled)
 GA2783
 GA2783                          SUPERSEDED SURVEY CONTROL
 GA2783
 GA2783  NGVD 29 (??/??/92)  333.926  (m)         1095.56   (f) ADJ UNCH    2 0
 GA2783
 GA2783.Superseded values are not recommended for survey control.
 GA2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2783.See file dsdata.txt to determine how the superseded data were derived.
 GA2783
 GA2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA712762(NAD 83)
 GA2783_MARKER: DB = BENCH MARK DISK
 GA2783_SETTING: 66 = SET IN ROCK OUTCROP
 GA2783_SP_SET: SET IN ROCK OUTCROP
 GA2783_STAMPING: G 254 1951 1095.556
 GA2783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2783+STABILITY: POSITION/ELEVATION WELL
 GA2783
 GA2783  HISTORY     - Date     Condition        Report By
 GA2783  HISTORY     - 1951     MONUMENTED       CGS
 GA2783  HISTORY     - 1974     MARK NOT FOUND   USGS
 GA2783  HISTORY     - 1975     MARK NOT FOUND   NGS
 GA2783
 GA2783                          STATION DESCRIPTION
 GA2783
 GA2783'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2783'2.5 MI SW FROM STONY FORK.
 GA2783'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 221 FROM THE BAPTIST
 GA2783'CHURCH AT STONY FORK, ABOUT 1.05 MILES NORTHEAST OF MILL CREEK
 GA2783'MISSIONARY BAPTIST CHURCH, IN THE TOP OF THE NORTHWEST EDGE OF A
 GA2783'SLOPING OUTCROP OF ROCK WHICH IS AT THE SOUTHWEST END OF A DEEP
 GA2783'BENCH CUT, 40 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 29 1/2 FEET
 GA2783'NORTHEAST OF EAST CORNER OF A SMALL STORE, 19 1/2 FEET NORTH OF
 GA2783'THE NORTHEAST END OF A CONCRETE HEAD WALL TO A TWIN 30-INCH
 GA2783'PIPE CULVERT, 37 FEET SOUTHWEST OF A POWER POLE AND ABOUT LEVEL
 GA2783'WITH HIGHWAY.  NOTE-- THE MARK IS ON THE NORTHEAST BANK OF A
 GA2783'RAVINE, UNDER A WIRE FENCE, AND WILL BE COVERED WITH DIRT WASHED
 GA2783'DOWN FROM THE HILL.
 GA2783
 GA2783                          STATION RECOVERY (1974)
 GA2783
 GA2783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GA2783'MARK NOT FOUND.
 GA2783
 GA2783                          STATION RECOVERY (1975)
 GA2783
 GA2783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1654 ***********************************************************************
 GA1654  DESIGNATION -  G 255
 GA1654  PID         -  GA1654
 GA1654  STATE/COUNTY-  KY/HARLAN
 GA1654  USGS QUAD   -  HELTON (1983)
 GA1654
 GA1654                         *CURRENT SURVEY CONTROL
 GA1654  ___________________________________________________________________
 GA1654* NAD 83(1986)-  36 52 59.     (N)    083 27 49.     (W)     SCALED    
 GA1654* NAVD 88     -       603.714  (meters)    1980.68   (feet)  ADJUSTED  
 GA1654  ___________________________________________________________________
 GA1654  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA1654  DYNAMIC HT  -         603.206 (meters)    1979.02  (feet)  COMP
 GA1654  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 GA1654
 GA1654  VERT ORDER  -  SECOND    CLASS 0
 GA1654
 GA1654.The horizontal coordinates were scaled from a topographic map and have
 GA1654.an estimated accuracy of +/- 6 seconds.
 GA1654
 GA1654.The orthometric height was determined by differential leveling
 GA1654.and adjusted by the National Geodetic Survey in June 1991..
 GA1654
 GA1654.The geoid height was determined by GEOID03.
 GA1654
 GA1654.The dynamic height is computed by dividing the NAVD 88
 GA1654.geopotential number by the normal gravity value computed on the
 GA1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1654.degrees latitude (g = 980.6199 gals.).
 GA1654
 GA1654.The modeled gravity was interpolated from observed gravity values.
 GA1654
 GA1654;                    North         East    Units  Estimated Accuracy
 GA1654;SPC KY1Z     - 1,063,510.    1,703,820.      MT  (+/- 180 meters Scaled)
 GA1654
 GA1654                          SUPERSEDED SURVEY CONTROL
 GA1654
 GA1654  NGVD 29 (??/??/92)  603.870  (m)         1981.20   (f) ADJ UNCH    2 0
 GA1654
 GA1654.Superseded values are not recommended for survey control.
 GA1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1654.See file dsdata.txt to determine how the superseded data were derived.
 GA1654
 GA1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA804847(NAD 83)
 GA1654_MARKER: DB = BENCH MARK DISK
 GA1654_SETTING: 66 = SET IN ROCK OUTCROP
 GA1654_SP_SET: OUTCROP
 GA1654_STAMPING: G 255 1951 1981.197
 GA1654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1654+STABILITY: POSITION/ELEVATION WELL
 GA1654
 GA1654  HISTORY     - Date     Condition        Report By
 GA1654  HISTORY     - 1951     MONUMENTED       CGS
 GA1654  HISTORY     - 1957     GOOD             NGS
 GA1654
 GA1654                          STATION DESCRIPTION
 GA1654
 GA1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA1654'1.4 MI S FROM SAYLOR.
 GA1654'0.65 MILE SOUTHEAST ALONG A MOUNTAIN ROAD FROM THE POST OFFICE AT
 GA1654'SAYLOR, THENCE 0.8 MILE SOUTHEAST AND SOUTH ALONG A MOUNTAIN
 GA1654'ROAD FROM CROSSROAD, 0.25 MILE SOUTH OF TOP OF GRADE, IN A SMALL
 GA1654'CLEARING, ABOUT 125 YARDS NORTHWEST OF A FARM HOUSE, IN THE
 GA1654'TOP OF AN OUTCROP OF ROCK WHICH IS ON THE SOUTHWEST SIDE OF
 GA1654'CLEARING, 75 FEET WEST OF THE CENTER OF ROAD AND ABOUT 102 FEET
 GA1654'SOUTHWEST OF THE JUNCTION OF A DIM LOGGING ROAD NORTHWEST, AND
 GA1654'ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2198 ***********************************************************************
 GZ2198  DESIGNATION -  G 256
 GZ2198  PID         -  GZ2198
 GZ2198  STATE/COUNTY-  KY/GREEN
 GZ2198  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ2198
 GZ2198                         *CURRENT SURVEY CONTROL
 GZ2198  ___________________________________________________________________
 GZ2198* NAD 83(1986)-  37 19 59.     (N)    085 33 13.     (W)     SCALED    
 GZ2198* NAVD 88     -       247.359  (meters)     811.54   (feet)  ADJUSTED  
 GZ2198  ___________________________________________________________________
 GZ2198  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GZ2198  DYNAMIC HT  -         247.169 (meters)     810.92  (feet)  COMP
 GZ2198  MODELED GRAV-     979,856.4   (mgal)                       NAVD 88
 GZ2198
 GZ2198  VERT ORDER  -  SECOND    CLASS 0
 GZ2198
 GZ2198.The horizontal coordinates were scaled from a topographic map and have
 GZ2198.an estimated accuracy of +/- 6 seconds.
 GZ2198
 GZ2198.The orthometric height was determined by differential leveling
 GZ2198.and adjusted by the National Geodetic Survey in June 1991..
 GZ2198
 GZ2198.The geoid height was determined by GEOID03.
 GZ2198
 GZ2198.The dynamic height is computed by dividing the NAVD 88
 GZ2198.geopotential number by the normal gravity value computed on the
 GZ2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2198.degrees latitude (g = 980.6199 gals.).
 GZ2198
 GZ2198.The modeled gravity was interpolated from observed gravity values.
 GZ2198
 GZ2198;                    North         East    Units  Estimated Accuracy
 GZ2198;SPC KY1Z     - 1,110,970.    1,517,400.      MT  (+/- 180 meters Scaled)
 GZ2198
 GZ2198                          SUPERSEDED SURVEY CONTROL
 GZ2198
 GZ2198  NGVD 29 (??/??/92)  247.500  (m)          812.01   (f) ADJ UNCH    2 0
 GZ2198
 GZ2198.Superseded values are not recommended for survey control.
 GZ2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2198.See file dsdata.txt to determine how the superseded data were derived.
 GZ2198
 GZ2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG281328(NAD 83)
 GZ2198_MARKER: DB = BENCH MARK DISK
 GZ2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2198_STAMPING: G 256 1951
 GZ2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2198+STABILITY: SURFACE MOTION
 GZ2198
 GZ2198  HISTORY     - Date     Condition        Report By
 GZ2198  HISTORY     - 1951     MONUMENTED       CGS
 GZ2198
 GZ2198                          STATION DESCRIPTION
 GZ2198
 GZ2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2198'0.8 MI NW FROM SUMMERSVILLE.
 GZ2198'ABOUT 0.75 MILE NORTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 GZ2198'OFFICE AT SUMMERSVILLE, AT THE JUNCTION OF A GRAVEL ROAD
 GZ2198'SOUTHWEST, 29 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GZ2198'23 FEET NORTHWEST OF THE CENTER LINE OF GRAVEL ROAD,
 GZ2198'12 FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 9 FEET NORTHWEST
 GZ2198'OF A FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE LINE, ABOUT 1
 GZ2198'FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ2198'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2199 ***********************************************************************
 GZ2199  DESIGNATION -  G 256 RESET 1962
 GZ2199  PID         -  GZ2199
 GZ2199  STATE/COUNTY-  KY/GREEN
 GZ2199  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ2199
 GZ2199                         *CURRENT SURVEY CONTROL
 GZ2199  ___________________________________________________________________
 GZ2199* NAD 83(1986)-  37 19 59.     (N)    085 33 13.     (W)     SCALED    
 GZ2199* NAVD 88     -       247.61   (meters)     812.4    (feet)  RESET     
 GZ2199  ___________________________________________________________________
 GZ2199  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GZ2199
 GZ2199  VERT ORDER  -  THIRD
 GZ2199
 GZ2199.The horizontal coordinates were scaled from a topographic map and have
 GZ2199.an estimated accuracy of +/- 6 seconds.
 GZ2199
 GZ2199.The orthometric height was computed from unverified reset data.
 GZ2199.No vertical observational check was made to the station.
 GZ2199
 GZ2199.The geoid height was determined by GEOID03.
 GZ2199
 GZ2199;                    North         East    Units  Estimated Accuracy
 GZ2199;SPC KY1Z     - 1,110,970.    1,517,400.      MT  (+/- 180 meters Scaled)
 GZ2199
 GZ2199                          SUPERSEDED SURVEY CONTROL
 GZ2199
 GZ2199  NGVD 29 (10/08/05)  247.75   (m)          812.8    (f) RESET       3  
 GZ2199
 GZ2199.Superseded values are not recommended for survey control.
 GZ2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2199.See file dsdata.txt to determine how the superseded data were derived.
 GZ2199
 GZ2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG281328(NAD 83)
 GZ2199_MARKER: DB = BENCH MARK DISK
 GZ2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2199_STAMPING: G 256 1951 RESET 1962
 GZ2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2199+STABILITY: SURFACE MOTION
 GZ2199
 GZ2199  HISTORY     - Date     Condition        Report By
 GZ2199  HISTORY     - 1962     MONUMENTED       KYHD
 GZ2199
 GZ2199                          STATION DESCRIPTION
 GZ2199
 GZ2199'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1962
 GZ2199'0.8 MI NW FROM SUMMERSVILLE.
 GZ2199'ABOUT 0.75 MILE NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 GZ2199'POST OFFICE AT SUMMERSVILLE, AT THE JUNCTION OF A GRAVEL ROAD
 GZ2199'SOUTHWEST, 29 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GZ2199'23 FEET NORTHWEST OF THE CENTERLINE OF GRAVEL ROAD, 12 FEET
 GZ2199'NORTH OF A POWER POLE WITH A TRANSFORMER, 9 FEET NORTHWEST OF A
 GZ2199'FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE LINE, ABOUT 1 FOOT
 GZ2199'ABOVE THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ2199'6 INCHES.  NOTE-- THIS BENCH MARK DISK WAS RESET 65 FEET RIGHT
 GZ2199'OF STATION 0 + 28 ON DOC WARD ROAD RH 1008.  STATION 0 + 00
 GZ2199'OF RH 1008 IS THE CENTERLINE OF KY 61 AT ITS INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1999 ***********************************************************************
 GZ1999  DESIGNATION -  G 258
 GZ1999  PID         -  GZ1999
 GZ1999  STATE/COUNTY-  KY/HART
 GZ1999  USGS QUAD   -  CANMER (1987)
 GZ1999
 GZ1999                         *CURRENT SURVEY CONTROL
 GZ1999  ___________________________________________________________________
 GZ1999* NAD 83(1986)-  37 16 27.     (N)    085 49 48.     (W)     SCALED    
 GZ1999* NAVD 88     -       205.039  (meters)     672.70   (feet)  ADJUSTED  
 GZ1999  ___________________________________________________________________
 GZ1999  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GZ1999  DYNAMIC HT  -         204.881 (meters)     672.18  (feet)  COMP
 GZ1999  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 GZ1999
 GZ1999  VERT ORDER  -  SECOND    CLASS 0
 GZ1999
 GZ1999.The horizontal coordinates were scaled from a topographic map and have
 GZ1999.an estimated accuracy of +/- 6 seconds.
 GZ1999
 GZ1999.The orthometric height was determined by differential leveling
 GZ1999.and adjusted by the National Geodetic Survey in June 1991..
 GZ1999
 GZ1999.The geoid height was determined by GEOID03.
 GZ1999
 GZ1999.The dynamic height is computed by dividing the NAVD 88
 GZ1999.geopotential number by the normal gravity value computed on the
 GZ1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1999.degrees latitude (g = 980.6199 gals.).
 GZ1999
 GZ1999.The modeled gravity was interpolated from observed gravity values.
 GZ1999
 GZ1999;                    North         East    Units  Estimated Accuracy
 GZ1999;SPC KY1Z     - 1,104,420.    1,492,910.      MT  (+/- 180 meters Scaled)
 GZ1999
 GZ1999                          SUPERSEDED SURVEY CONTROL
 GZ1999
 GZ1999  NGVD 29 (??/??/92)  205.164  (m)          673.11   (f) ADJ UNCH    2 0
 GZ1999
 GZ1999.Superseded values are not recommended for survey control.
 GZ1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1999.See file dsdata.txt to determine how the superseded data were derived.
 GZ1999
 GZ1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG037259(NAD 83)
 GZ1999_MARKER: DB = BENCH MARK DISK
 GZ1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1999_STAMPING: G 258 1951
 GZ1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1999+STABILITY: SURFACE MOTION
 GZ1999
 GZ1999  HISTORY     - Date     Condition        Report By
 GZ1999  HISTORY     - 1951     MONUMENTED       CGS
 GZ1999
 GZ1999                          STATION DESCRIPTION
 GZ1999
 GZ1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1999'4 MI SE FROM MUNFORDVILLE.
 GZ1999'ABOUT 0.95 MILE SOUTHEAST ALONG U.S. HIGHWAY 31W FROM THE COURT
 GZ1999'HOUSE AT MUNFORDVILLE, THENCE ABOUT 3.1 MILES EAST ALONG STATE
 GZ1999'HIGHWAY 88, AT THE JUNCTION OF A ROAD NORTHEAST TO CANMER, ABOUT
 GZ1999'3.75 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE CANMER DEPOSIT
 GZ1999'BANK AT CANMER, 45 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 41
 GZ1999'FEET WEST OF THE CENTER LINE OF ROAD NORTHEAST, 45 FEET SOUTH OF
 GZ1999'THE SOUTHEAST CORNER OF A BARN AND IN LINE WITH THE EXTENDED
 GZ1999'EAST FACE OF BARN, 14 FEET WEST OF THE CENTER LINE OF A GATE
 GZ1999'ACROSS DRIVE TO BARN, 23 FEET NORTHEAST OF THE WEST ONE OF TWO
 GZ1999'24-INCH LOCUST TREES, 1 1/2 FEET SOUTH OF A FENCE LINE, 2 FEET
 GZ1999'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY
 GZ1999'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2617 ***********************************************************************
 GZ2617  DESIGNATION -  G 259 RESET 1982
 GZ2617  PID         -  GZ2617
 GZ2617  STATE/COUNTY-  KY/LARUE
 GZ2617  USGS QUAD   -  MAGNOLIA (1961)
 GZ2617
 GZ2617                         *CURRENT SURVEY CONTROL
 GZ2617  ___________________________________________________________________
 GZ2617* NAD 83(1986)-  37 26 30.     (N)    085 42 13.     (W)     SCALED    
 GZ2617* NAVD 88     -       264.03   (meters)     866.2    (feet)  RESET     
 GZ2617  ___________________________________________________________________
 GZ2617  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GZ2617
 GZ2617  VERT ORDER  -  THIRD
 GZ2617
 GZ2617.The horizontal coordinates were scaled from a topographic map and have
 GZ2617.an estimated accuracy of +/- 6 seconds.
 GZ2617
 GZ2617.The orthometric height was computed from unverified reset data.
 GZ2617.No vertical observational check was made to the station.
 GZ2617
 GZ2617.The geoid height was determined by GEOID03.
 GZ2617
 GZ2617;                    North         East    Units  Estimated Accuracy
 GZ2617;SPC KY1Z     - 1,123,010.    1,504,110.      MT  (+/- 180 meters Scaled)
 GZ2617
 GZ2617                          SUPERSEDED SURVEY CONTROL
 GZ2617
 GZ2617  NGVD 29 (10/08/05)  264.14   (m)          866.6    (f) RESET       3  
 GZ2617
 GZ2617.Superseded values are not recommended for survey control.
 GZ2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2617.See file dsdata.txt to determine how the superseded data were derived.
 GZ2617
 GZ2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG146446(NAD 83)
 GZ2617_MARKER: DB = BENCH MARK DISK
 GZ2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2617_STAMPING: G 259 RESET 1982
 GZ2617_PROJECTION: PROJECTING 5 CENTIMETERS
 GZ2617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2617+STABILITY: SURFACE MOTION
 GZ2617
 GZ2617  HISTORY     - Date     Condition        Report By
 GZ2617  HISTORY     - 1982     MONUMENTED       KYHD
 GZ2617
 GZ2617                          STATION DESCRIPTION
 GZ2617
 GZ2617'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1982
 GZ2617'2.5 MI SW FROM MT SHERMAN.
 GZ2617'2.5 MILES SOUTHWEST OF MT SHERMAN ALONG STATE HIGHWAY 1906 FROM THE
 GZ2617'JUNCTION OF STATE HIGHWAY 61 TO A T-ROAD SOUTH, 27.0 FEET EAST OF THE
 GZ2617'CENTER OF T-ROAD SOUTH, 32.0 FEET SOUTH OF CENTER OF HIGHWAY 1906,
 GZ2617'14.0 FEET SOUTH OF EAST END OF METAL PIPE UNDER T-ROAD SOUTH, AND
 GZ2617'20.0 FEET SOUTHWEST OF MILEPOST NO 2 ON HIGHWAY 1906.
 GZ2617'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2670 ***********************************************************************
 GA2670  DESIGNATION -  G 26
 GA2670  PID         -  GA2670
 GA2670  STATE/COUNTY-  KY/BELL
 GA2670  USGS QUAD   -  BALKAN (1974)
 GA2670
 GA2670                         *CURRENT SURVEY CONTROL
 GA2670  ___________________________________________________________________
 GA2670* NAD 83(1986)-  36 45 48.     (N)    083 33 44.     (W)     SCALED    
 GA2670* NAVD 88     -       327.074  (meters)    1073.08   (feet)  ADJUSTED  
 GA2670  ___________________________________________________________________
 GA2670  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GA2670  DYNAMIC HT  -         326.792 (meters)    1072.15  (feet)  COMP
 GA2670  MODELED GRAV-     979,760.5   (mgal)                       NAVD 88
 GA2670
 GA2670  VERT ORDER  -  SECOND    CLASS 0
 GA2670
 GA2670.The horizontal coordinates were scaled from a topographic map and have
 GA2670.an estimated accuracy of +/- 6 seconds.
 GA2670
 GA2670.The orthometric height was determined by differential leveling
 GA2670.and adjusted by the National Geodetic Survey in June 1991..
 GA2670
 GA2670.The geoid height was determined by GEOID03.
 GA2670
 GA2670.The dynamic height is computed by dividing the NAVD 88
 GA2670.geopotential number by the normal gravity value computed on the
 GA2670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2670.degrees latitude (g = 980.6199 gals.).
 GA2670
 GA2670.The modeled gravity was interpolated from observed gravity values.
 GA2670
 GA2670;                    North         East    Units  Estimated Accuracy
 GA2670;SPC KY1Z     - 1,050,020.    1,695,340.      MT  (+/- 180 meters Scaled)
 GA2670
 GA2670                          SUPERSEDED SURVEY CONTROL
 GA2670
 GA2670  NGVD 29 (??/??/92)  327.224  (m)         1073.57   (f) ADJ UNCH    2 0
 GA2670
 GA2670.Superseded values are not recommended for survey control.
 GA2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2670.See file dsdata.txt to determine how the superseded data were derived.
 GA2670
 GA2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA712716(NAD 83)
 GA2670_MARKER: DB = BENCH MARK DISK
 GA2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2670_STAMPING: G 26 1934
 GA2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2670+STABILITY: SURFACE MOTION
 GA2670
 GA2670  HISTORY     - Date     Condition        Report By
 GA2670  HISTORY     - 1934     MONUMENTED       CGS
 GA2670  HISTORY     - 1957     MARK NOT FOUND   NGS
 GA2670
 GA2670                          STATION DESCRIPTION
 GA2670
 GA2670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2670'AT TEJAY.
 GA2670'AT TEJAY, BELL COUNTY, ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 GA2670'AT THE SOUTH END OF THE STATION, 3-1/2 RAILS NORTH OF A ROAD
 GA2670'CROSSING.  60 FEET WEST OF THE CENTERLINE OF THE TRACK, 60 FEET
 GA2670'SOUTH OF THE CENTERLINE OF THE HIGHWAY LEADING TO THE BRIDGE OVER
 GA2670'CUMBERLAND RIVER.  15 FEET NORTHWEST OF A TELEPHONE POLE, AND 1
 GA2670'FOOT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2115 ***********************************************************************
 GZ2115  DESIGNATION -  G 260
 GZ2115  PID         -  GZ2115
 GZ2115  STATE/COUNTY-  KY/METCALFE
 GZ2115  USGS QUAD   -  SULPHUR WELL (1976)
 GZ2115
 GZ2115                         *CURRENT SURVEY CONTROL
 GZ2115  ___________________________________________________________________
 GZ2115* NAD 83(1986)-  37 05 23.     (N)    085 40 01.     (W)     SCALED    
 GZ2115* NAVD 88     -       231.508  (meters)     759.54   (feet)  ADJUSTED  
 GZ2115  ___________________________________________________________________
 GZ2115  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GZ2115  DYNAMIC HT  -         231.323 (meters)     758.93  (feet)  COMP
 GZ2115  MODELED GRAV-     979,828.6   (mgal)                       NAVD 88
 GZ2115
 GZ2115  VERT ORDER  -  SECOND    CLASS 0
 GZ2115
 GZ2115.The horizontal coordinates were scaled from a topographic map and have
 GZ2115.an estimated accuracy of +/- 6 seconds.
 GZ2115
 GZ2115.The orthometric height was determined by differential leveling
 GZ2115.and adjusted by the National Geodetic Survey in June 1991..
 GZ2115
 GZ2115.The geoid height was determined by GEOID03.
 GZ2115
 GZ2115.The dynamic height is computed by dividing the NAVD 88
 GZ2115.geopotential number by the normal gravity value computed on the
 GZ2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2115.degrees latitude (g = 980.6199 gals.).
 GZ2115
 GZ2115.The modeled gravity was interpolated from observed gravity values.
 GZ2115
 GZ2115;                    North         East    Units  Estimated Accuracy
 GZ2115;SPC KY1Z     - 1,083,950.    1,507,380.      MT  (+/- 180 meters Scaled)
 GZ2115
 GZ2115                          SUPERSEDED SURVEY CONTROL
 GZ2115
 GZ2115  NGVD 29 (??/??/92)  231.650  (m)          760.00   (f) ADJ UNCH    2 0
 GZ2115
 GZ2115.Superseded values are not recommended for survey control.
 GZ2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2115.See file dsdata.txt to determine how the superseded data were derived.
 GZ2115
 GZ2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG184056(NAD 83)
 GZ2115_MARKER: DB = BENCH MARK DISK
 GZ2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2115_STAMPING: G 260 1951
 GZ2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2115+STABILITY: SURFACE MOTION
 GZ2115
 GZ2115  HISTORY     - Date     Condition        Report By
 GZ2115  HISTORY     - 1951     MONUMENTED       CGS
 GZ2115
 GZ2115                          STATION DESCRIPTION
 GZ2115
 GZ2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2115'2 MI SW FROM SULPHUR WELL.
 GZ2115'ABOUT 2.05 MILES SOUTHWEST ALONG STATE HIGHWAY 70 FROM THE POST
 GZ2115'OFFICE AT SULPHUR WELL, ABOUT 0.55 MILE NORTHEAST OF THE JUNCTION
 GZ2115'OF A ROAD NORTH, ABOUT 1.75 MILES EAST OF THE CROSSROADS AT KNOB
 GZ2115'LICK, AT THE JUNCTION OF A NARROW GRAVEL ROAD LEADING SOUTHEAST,
 GZ2115'28 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, 122 FEET SOUTHWEST
 GZ2115'OF THE EXTENDED CENTER LINE OF ROAD SOUTHEAST, 37 FEET NORTHEAST
 GZ2115'OF THE NORTHEAST ONE OF A ROW OF SMALL SASAFRAS TREES, 1 FOOT
 GZ2115'SOUTHEAST OF A FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 GZ2115'WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP
 GZ2115'OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1895 ***********************************************************************
 GZ1895  DESIGNATION -  G 261
 GZ1895  PID         -  GZ1895
 GZ1895  STATE/COUNTY-  KY/BARREN
 GZ1895  USGS QUAD   -  HISEVILLE (1976)
 GZ1895
 GZ1895                         *CURRENT SURVEY CONTROL
 GZ1895  ___________________________________________________________________
 GZ1895* NAD 83(1986)-  37 00 59.     (N)    085 48 27.     (W)     SCALED    
 GZ1895* NAVD 88     -       246.980  (meters)     810.30   (feet)  ADJUSTED  
 GZ1895  ___________________________________________________________________
 GZ1895  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GZ1895  DYNAMIC HT  -         246.782 (meters)     809.65  (feet)  COMP
 GZ1895  MODELED GRAV-     979,820.6   (mgal)                       NAVD 88
 GZ1895
 GZ1895  VERT ORDER  -  FIRST     CLASS I
 GZ1895
 GZ1895.The horizontal coordinates were scaled from a topographic map and have
 GZ1895.an estimated accuracy of +/- 6 seconds.
 GZ1895
 GZ1895.The orthometric height was determined by differential leveling
 GZ1895.and adjusted by the National Geodetic Survey in June 1991..
 GZ1895.WARNING-Repeat measurements at this control monument indicate possible
 GZ1895.vertical movement.
 GZ1895
 GZ1895.The geoid height was determined by GEOID03.
 GZ1895
 GZ1895.The dynamic height is computed by dividing the NAVD 88
 GZ1895.geopotential number by the normal gravity value computed on the
 GZ1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1895.degrees latitude (g = 980.6199 gals.).
 GZ1895
 GZ1895.The modeled gravity was interpolated from observed gravity values.
 GZ1895
 GZ1895;                    North         East    Units  Estimated Accuracy
 GZ1895;SPC KY1Z     - 1,075,810.    1,494,880.      MT  (+/- 180 meters Scaled)
 GZ1895
 GZ1895                          SUPERSEDED SURVEY CONTROL
 GZ1895
 GZ1895  NGVD 29 (??/??/92)  247.124  (m)          810.77   (f) ADJ UNCH    1 1
 GZ1895
 GZ1895.Superseded values are not recommended for survey control.
 GZ1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1895.See file dsdata.txt to determine how the superseded data were derived.
 GZ1895
 GZ1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF060973(NAD 83)
 GZ1895_MARKER: DB = BENCH MARK DISK
 GZ1895_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1895_SP_SET: ROCK OUTCROP
 GZ1895_STAMPING: G 261 1951 810.809
 GZ1895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1895+STABILITY: POSITION/ELEVATION WELL
 GZ1895
 GZ1895  HISTORY     - Date     Condition        Report By
 GZ1895  HISTORY     - 1951     MONUMENTED       CGS
 GZ1895  HISTORY     - 1968     GOOD             NGS
 GZ1895
 GZ1895                          STATION DESCRIPTION
 GZ1895
 GZ1895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1895'5 MI W FROM WISDOM.
 GZ1895'ABOUT 5.0 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GZ1895'FROM THE INTERSECTION OF THE HIGHWAY AND STATE HIGHWAY 640 AT
 GZ1895'WISDOM, THENCE 0.05 MILE SOUTH ALONG A PAVED ROAD, 33 FEET WEST
 GZ1895'OF THE CENTERLINE OF THE PAVED ROAD, 250 FEET SOUTH OF THE
 GZ1895'CENTERLINE OF U.S. HIGHWAY 68 AND STATE HIGHWAY 80, SET IN THE
 GZ1895'TOP OF A ROCK OUTCROP, 30 1/2 FEET NORTH OF POWER POLE NUMBER
 GZ1895'R 52, 29 1/2 FEET SOUTH OF THE MOST SOUTHERLY OF A ROW OF CEDAR
 GZ1895'TREES, 7 FEET WEST OF A FENCE, AND ABOUT 4 FEET BELOW THE LEVEL
 GZ1895'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2123 ***********************************************************************
 GZ2123  DESIGNATION -  G 262
 GZ2123  PID         -  GZ2123
 GZ2123  STATE/COUNTY-  KY/METCALFE
 GZ2123  USGS QUAD   -  SULPHUR WELL (1976)
 GZ2123
 GZ2123                         *CURRENT SURVEY CONTROL
 GZ2123  ___________________________________________________________________
 GZ2123* NAD 83(1986)-  37 06 18.     (N)    085 41 53.     (W)     SCALED    
 GZ2123* NAVD 88     -       240.353  (meters)     788.56   (feet)  ADJUSTED  
 GZ2123  ___________________________________________________________________
 GZ2123  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GZ2123  DYNAMIC HT  -         240.162 (meters)     787.93  (feet)  COMP
 GZ2123  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 GZ2123
 GZ2123  VERT ORDER  -  SECOND    CLASS 0
 GZ2123
 GZ2123.The horizontal coordinates were scaled from a topographic map and have
 GZ2123.an estimated accuracy of +/- 6 seconds.
 GZ2123
 GZ2123.The orthometric height was determined by differential leveling
 GZ2123.and adjusted by the National Geodetic Survey in June 1991..
 GZ2123
 GZ2123.The geoid height was determined by GEOID03.
 GZ2123
 GZ2123.The dynamic height is computed by dividing the NAVD 88
 GZ2123.geopotential number by the normal gravity value computed on the
 GZ2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2123.degrees latitude (g = 980.6199 gals.).
 GZ2123
 GZ2123.The modeled gravity was interpolated from observed gravity values.
 GZ2123
 GZ2123;                    North         East    Units  Estimated Accuracy
 GZ2123;SPC KY1Z     - 1,085,650.    1,504,620.      MT  (+/- 180 meters Scaled)
 GZ2123
 GZ2123                          SUPERSEDED SURVEY CONTROL
 GZ2123
 GZ2123  NGVD 29 (??/??/92)  240.493  (m)          789.02   (f) ADJ UNCH    2 0
 GZ2123
 GZ2123.Superseded values are not recommended for survey control.
 GZ2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2123.See file dsdata.txt to determine how the superseded data were derived.
 GZ2123
 GZ2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG156073(NAD 83)
 GZ2123_MARKER: DB = BENCH MARK DISK
 GZ2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2123_STAMPING: G 262 1951
 GZ2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2123+STABILITY: SURFACE MOTION
 GZ2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2123+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 GZ2123
 GZ2123  HISTORY     - Date     Condition        Report By
 GZ2123  HISTORY     - 1951     MONUMENTED       CGS
 GZ2123  HISTORY     - 20010426 GOOD             KYDT
 GZ2123
 GZ2123                          STATION DESCRIPTION
 GZ2123
 GZ2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2123'2 MI N FROM KNOB LICK.
 GZ2123'ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION
 GZ2123'OF STATE HIGHWAY 70 AT KNOB LICK, ABOUT 0.75 MILE SOUTH OF A
 GZ2123'CHURCH, ABOUT 0.5 MILE NORTH OF JUNCTION OF A ROAD WEST, AT THE
 GZ2123'JUNCTION OF A DRIVE WEST TO A LARGE BARN, 37 FEET EAST OF CENTER
 GZ2123'LINE OF ROAD, 12 FEET SOUTH OF THE EXTENDED CENTER LINE OF DRIVE,
 GZ2123'158 1/2 FEET SOUTHWEST OF A WELL AT AN OLD UNPAINTED FARM HOUSE,
 GZ2123'3 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE LINE, 81
 GZ2123'FEET SOUTH OF A 12-INCH CEDAR TREE AT OLD HOUSE, 2 FEET NORTH
 GZ2123'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE ROAD AND
 GZ2123'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ2123
 GZ2123                          STATION RECOVERY (2001)
 GZ2123
 GZ2123'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2123'MARK IS 40 FEET EAST OF CENTERLINE OF ROAD, 94.5 FEET SOUTH OF CENTER
 GZ2123'OF GRAVEL DRIVE TO SMALL BARN AND 157.7 FEET NORTH OF NORTH WEST
 GZ2123'CORNER OF A LARGE BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2729 ***********************************************************************
 GA2729  DESIGNATION -  G 263
 GA2729  PID         -  GA2729
 GA2729  STATE/COUNTY-  KY/KNOX
 GA2729  USGS QUAD   -  ARTEMUS (1974)
 GA2729
 GA2729                         *CURRENT SURVEY CONTROL
 GA2729  ___________________________________________________________________
 GA2729* NAD 83(1986)-  36 49 37.     (N)    083 46 51.     (W)     SCALED    
 GA2729* NAVD 88     -       316.421  (meters)    1038.12   (feet)  ADJUSTED  
 GA2729  ___________________________________________________________________
 GA2729  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GA2729  DYNAMIC HT  -         316.158 (meters)    1037.26  (feet)  COMP
 GA2729  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 GA2729
 GA2729  VERT ORDER  -  SECOND    CLASS 0
 GA2729
 GA2729.The horizontal coordinates were scaled from a topographic map and have
 GA2729.an estimated accuracy of +/- 6 seconds.
 GA2729
 GA2729.The orthometric height was determined by differential leveling
 GA2729.and adjusted by the National Geodetic Survey in June 1991..
 GA2729
 GA2729.The geoid height was determined by GEOID03.
 GA2729
 GA2729.The dynamic height is computed by dividing the NAVD 88
 GA2729.geopotential number by the normal gravity value computed on the
 GA2729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2729.degrees latitude (g = 980.6199 gals.).
 GA2729
 GA2729.The modeled gravity was interpolated from observed gravity values.
 GA2729
 GA2729;                    North         East    Units  Estimated Accuracy
 GA2729;SPC KY1Z     - 1,056,640.    1,675,680.      MT  (+/- 180 meters Scaled)
 GA2729
 GA2729                          SUPERSEDED SURVEY CONTROL
 GA2729
 GA2729  NGVD 29 (??/??/92)  316.574  (m)         1038.63   (f) ADJ UNCH    2 0
 GA2729
 GA2729.Superseded values are not recommended for survey control.
 GA2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2729.See file dsdata.txt to determine how the superseded data were derived.
 GA2729
 GA2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA519792(NAD 83)
 GA2729_MARKER: DB = BENCH MARK DISK
 GA2729_SETTING: 66 = SET IN ROCK OUTCROP
 GA2729_SP_SET: SET IN ROCK OUTCROP
 GA2729_STAMPING: G 263 1951 1038.627
 GA2729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2729+STABILITY: POSITION/ELEVATION WELL
 GA2729
 GA2729  HISTORY     - Date     Condition        Report By
 GA2729  HISTORY     - 1951     MONUMENTED       CGS
 GA2729  HISTORY     - 1957     POOR             NGS
 GA2729
 GA2729                          STATION DESCRIPTION
 GA2729
 GA2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2729'1 MI NW FROM FLAT LICK.
 GA2729'1.0 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA2729'FROM THE OVERPASS OVER U.S. HIGHWAY 25E AT FLAT LICK, ABOUT 0.25
 GA2729'MILE SOUTHEAST OF MILE POST 195, ON THE OUTSIDE AND AT WEST END
 GA2729'OF A CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST, SET VERTICALLY
 GA2729'IN THE SOUTH FACE OF A LARGE ROCK CUT, 13 FEET NORTH OF NORTH RAIL
 GA2729'OF NORTH TRACK, 56 FEET NORTHEAST AND ACROSS TRACK FROM THE 10TH
 GA2729'TELEPHONE POLE SOUTHEAST OF THE MILE POST, 2 1/2 FEET ABOVE GROUND
 GA2729'AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 GA2729
 GA2729                          STATION RECOVERY (1957)
 GA2729
 GA2729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2729'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2834 ***********************************************************************
 GA2834  DESIGNATION -  G 264
 GA2834  PID         -  GA2834
 GA2834  STATE/COUNTY-  KY/KNOX
 GA2834  USGS QUAD   -  SCALF (1979)
 GA2834
 GA2834                         *CURRENT SURVEY CONTROL
 GA2834  ___________________________________________________________________
 GA2834* NAD 83(1986)-  36 53 40.     (N)    083 41 12.     (W)     SCALED    
 GA2834* NAVD 88     -       318.318  (meters)    1044.35   (feet)  ADJUSTED  
 GA2834  ___________________________________________________________________
 GA2834  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GA2834  DYNAMIC HT  -         318.053 (meters)    1043.48  (feet)  COMP
 GA2834  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GA2834
 GA2834  VERT ORDER  -  SECOND    CLASS 0
 GA2834
 GA2834.The horizontal coordinates were scaled from a topographic map and have
 GA2834.an estimated accuracy of +/- 6 seconds.
 GA2834
 GA2834.The orthometric height was determined by differential leveling
 GA2834.and adjusted by the National Geodetic Survey in June 1991..
 GA2834
 GA2834.The geoid height was determined by GEOID03.
 GA2834
 GA2834.The dynamic height is computed by dividing the NAVD 88
 GA2834.geopotential number by the normal gravity value computed on the
 GA2834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2834.degrees latitude (g = 980.6199 gals.).
 GA2834
 GA2834.The modeled gravity was interpolated from observed gravity values.
 GA2834
 GA2834;                    North         East    Units  Estimated Accuracy
 GA2834;SPC KY1Z     - 1,064,310.    1,683,910.      MT  (+/- 180 meters Scaled)
 GA2834
 GA2834                          SUPERSEDED SURVEY CONTROL
 GA2834
 GA2834  NGVD 29 (??/??/92)  318.471  (m)         1044.85   (f) ADJ UNCH    2 0
 GA2834
 GA2834.Superseded values are not recommended for survey control.
 GA2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2834.See file dsdata.txt to determine how the superseded data were derived.
 GA2834
 GA2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA605865(NAD 83)
 GA2834_MARKER: DB = BENCH MARK DISK
 GA2834_SETTING: 66 = SET IN ROCK OUTCROP
 GA2834_SP_SET: SET IN ROCK OUTCROP
 GA2834_STAMPING: G 264 1951 1044.850
 GA2834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2834+STABILITY: POSITION/ELEVATION WELL
 GA2834
 GA2834  HISTORY     - Date     Condition        Report By
 GA2834  HISTORY     - 1951     MONUMENTED       CGS
 GA2834  HISTORY     - 1957     GOOD             NGS
 GA2834
 GA2834                          STATION DESCRIPTION
 GA2834
 GA2834'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2834'3.8 MI E FROM DEWITT.
 GA2834'1.85 MILES NORTHEAST ALONG STATE HIGHWAY 223 FROM THE SCHOOL AT
 GA2834'DEWITT, THENCE ABOUT 1.9 MILES SOUTHEAST ALONG A GRAVEL ROAD, ALONG
 GA2834'A SHORT NORTHEAST-SOUTHWEST TANGENT IN ROAD, ABOUT 64 YARDS
 GA2834'SOUTHWEST OF A SMALL UNPAINTED HOUSE, IN THE TOP OF A LARGE FLAT
 GA2834'OUTCROP OF ROCK, 39 FEET SOUTHEAST OF CENTER LINE OF ROAD, 53
 GA2834'FEET SOUTHWEST OF A 20-INCH SYCAMORE TREE, 6 FEET NORTH OF A
 GA2834'12-INCH BEECH TREE, 1 FOOT SOUTHEAST OF A FENCE LINE AND ABOUT
 GA2834'1 FOOT BELOW LEVEL OF ROAD.
 GA2834
 GA2834                          STATION RECOVERY (1957)
 GA2834
 GA2834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2801 ***********************************************************************
 GA2801  DESIGNATION -  G 265
 GA2801  PID         -  GA2801
 GA2801  STATE/COUNTY-  KY/BELL
 GA2801  USGS QUAD   -  BEVERLY (1979)
 GA2801
 GA2801                         *CURRENT SURVEY CONTROL
 GA2801  ___________________________________________________________________
 GA2801* NAD 83(1986)-  36 53 34.     (N)    083 35 28.     (W)     SCALED    
 GA2801* NAVD 88     -       421.268  (meters)    1382.11   (feet)  ADJUSTED  
 GA2801  ___________________________________________________________________
 GA2801  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GA2801  DYNAMIC HT  -         420.911 (meters)    1380.94  (feet)  COMP
 GA2801  MODELED GRAV-     979,771.3   (mgal)                       NAVD 88
 GA2801
 GA2801  VERT ORDER  -  SECOND    CLASS 0
 GA2801
 GA2801.The horizontal coordinates were scaled from a topographic map and have
 GA2801.an estimated accuracy of +/- 6 seconds.
 GA2801
 GA2801.The orthometric height was determined by differential leveling
 GA2801.and adjusted by the National Geodetic Survey in June 1991..
 GA2801
 GA2801.The geoid height was determined by GEOID03.
 GA2801
 GA2801.The dynamic height is computed by dividing the NAVD 88
 GA2801.geopotential number by the normal gravity value computed on the
 GA2801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2801.degrees latitude (g = 980.6199 gals.).
 GA2801
 GA2801.The modeled gravity was interpolated from observed gravity values.
 GA2801
 GA2801;                    North         East    Units  Estimated Accuracy
 GA2801;SPC KY1Z     - 1,064,320.    1,692,430.      MT  (+/- 180 meters Scaled)
 GA2801
 GA2801                          SUPERSEDED SURVEY CONTROL
 GA2801
 GA2801  NGVD 29 (??/??/92)  421.414  (m)         1382.59   (f) ADJ UNCH    2 0
 GA2801
 GA2801.Superseded values are not recommended for survey control.
 GA2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2801.See file dsdata.txt to determine how the superseded data were derived.
 GA2801
 GA2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA691861(NAD 83)
 GA2801_MARKER: DB = BENCH MARK DISK
 GA2801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2801_SP_SET: CULVERT
 GA2801_STAMPING: G 265 1951 1382.589
 GA2801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2801
 GA2801  HISTORY     - Date     Condition        Report By
 GA2801  HISTORY     - 1951     MONUMENTED       CGS
 GA2801  HISTORY     - 1957     GOOD             NGS
 GA2801  HISTORY     - 1977     MARK NOT FOUND   USGS
 GA2801
 GA2801                          STATION DESCRIPTION
 GA2801
 GA2801'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2801'1 MI NE FROM FIELD.
 GA2801'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 66 FROM THE CROCKETT
 GA2801'BAPTIST CHURCH AND POST OFFICE AT FIELD, AT SMALL MINING SETTLEMENT
 GA2801'OF CROCKETT, ABOUT 66 YARDS EAST OF CROSSING OF RAILROAD AND A
 GA2801'ROAD LEADING SOUTH TO MINE COMMISSARY AND OFFICE, ON THE OUTSIDE
 GA2801'OF A CURVE WITH TANGENTS EXTENDING WEST AND NORTHEAST, IN THE
 GA2801'TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 4-FOOT CONCRETE
 GA2801'AND STONE CULVERT WHICH EXTENDS UNDER TRACK AND HIGHWAY, 13 FEET
 GA2801'SOUTH OF SOUTH RAIL OF SOUTH TRACK, 54 FEET SOUTH AND ACROSS
 GA2801'TRACKS FROM CENTER LINE OF HIGHWAY AND ABOUT 2 FEET BELOW LEVEL
 GA2801'OF TRACK.
 GA2801
 GA2801                          STATION RECOVERY (1957)
 GA2801
 GA2801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2801'RECOVERED IN GOOD CONDITION.
 GA2801
 GA2801                          STATION RECOVERY (1977)
 GA2801
 GA2801'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GA2801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2153 ***********************************************************************
 GB2153  DESIGNATION -  G 266
 GB2153  PID         -  GB2153
 GB2153  STATE/COUNTY-  KY/MONROE
 GB2153  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB2153
 GB2153                         *CURRENT SURVEY CONTROL
 GB2153  ___________________________________________________________________
 GB2153* NAD 83(1986)-  36 42 13.     (N)    085 41 05.     (W)     SCALED    
 GB2153* NAVD 88     -       271.374  (meters)     890.33   (feet)  ADJUSTED  
 GB2153  ___________________________________________________________________
 GB2153  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB2153  DYNAMIC HT  -         271.145 (meters)     889.58  (feet)  COMP
 GB2153  MODELED GRAV-     979,781.6   (mgal)                       NAVD 88
 GB2153
 GB2153  VERT ORDER  -  SECOND    CLASS 0
 GB2153
 GB2153.The horizontal coordinates were scaled from a topographic map and have
 GB2153.an estimated accuracy of +/- 6 seconds.
 GB2153
 GB2153.The orthometric height was determined by differential leveling
 GB2153.and adjusted by the National Geodetic Survey in June 1991..
 GB2153
 GB2153.The geoid height was determined by GEOID03.
 GB2153
 GB2153.The dynamic height is computed by dividing the NAVD 88
 GB2153.geopotential number by the normal gravity value computed on the
 GB2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2153.degrees latitude (g = 980.6199 gals.).
 GB2153
 GB2153.The modeled gravity was interpolated from observed gravity values.
 GB2153
 GB2153;                    North         East    Units  Estimated Accuracy
 GB2153;SPC KY1Z     - 1,041,100.    1,505,830.      MT  (+/- 180 meters Scaled)
 GB2153
 GB2153                          SUPERSEDED SURVEY CONTROL
 GB2153
 GB2153  NGVD 29 (??/??/92)  271.498  (m)          890.74   (f) ADJ UNCH    2 0
 GB2153
 GB2153.Superseded values are not recommended for survey control.
 GB2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2153.See file dsdata.txt to determine how the superseded data were derived.
 GB2153
 GB2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF174628(NAD 83)
 GB2153_MARKER: DB = BENCH MARK DISK
 GB2153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB2153_SP_SET: ABUTMENT
 GB2153_STAMPING: G 266 1951
 GB2153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB2153
 GB2153  HISTORY     - Date     Condition        Report By
 GB2153  HISTORY     - 1951     MONUMENTED       CGS
 GB2153
 GB2153                          STATION DESCRIPTION
 GB2153
 GB2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2153'0.4 MI E FROM TOMPKINSVILLE.
 GB2153'ABOUT 0.35 MILE EAST ALONG STATE HIGHWAY 100 FROM THE JUNCTION
 GB2153'OF STATE HIGHWAY 163 AT TOMPKINSVILLE, IN THE TOP OF THE
 GB2153'NORTHWEST END OF THE SOUTHWEST ABUTMENT OF A 65-FOOT CONCRETE
 GB2153'BRIDGE OVER TOWN CREEK, 12 FEET NORTHWEST OF CENTER LINE OF
 GB2153'HIGHWAY, ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2134 ***********************************************************************
 GB2134  DESIGNATION -  G 267
 GB2134  PID         -  GB2134
 GB2134  STATE/COUNTY-  KY/MONROE
 GB2134  USGS QUAD   -  DUBRE (1953)
 GB2134
 GB2134                         *CURRENT SURVEY CONTROL
 GB2134  ___________________________________________________________________
 GB2134* NAD 83(1986)-  36 47 00.     (N)    085 37 10.     (W)     SCALED    
 GB2134* NAVD 88     -       313.486  (meters)    1028.50   (feet)  ADJUSTED  
 GB2134  ___________________________________________________________________
 GB2134  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GB2134  DYNAMIC HT  -         313.228 (meters)    1027.65  (feet)  COMP
 GB2134  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 GB2134
 GB2134  VERT ORDER  -  SECOND    CLASS 0
 GB2134
 GB2134.The horizontal coordinates were scaled from a topographic map and have
 GB2134.an estimated accuracy of +/- 6 seconds.
 GB2134
 GB2134.The orthometric height was determined by differential leveling
 GB2134.and adjusted by the National Geodetic Survey in June 1991..
 GB2134
 GB2134.The geoid height was determined by GEOID03.
 GB2134
 GB2134.The dynamic height is computed by dividing the NAVD 88
 GB2134.geopotential number by the normal gravity value computed on the
 GB2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2134.degrees latitude (g = 980.6199 gals.).
 GB2134
 GB2134.The modeled gravity was interpolated from observed gravity values.
 GB2134
 GB2134;                    North         East    Units  Estimated Accuracy
 GB2134;SPC KY1Z     - 1,049,950.    1,511,660.      MT  (+/- 180 meters Scaled)
 GB2134
 GB2134                          SUPERSEDED SURVEY CONTROL
 GB2134
 GB2134  NGVD 29 (??/??/92)  313.616  (m)         1028.92   (f) ADJ UNCH    2 0
 GB2134
 GB2134.Superseded values are not recommended for survey control.
 GB2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2134.See file dsdata.txt to determine how the superseded data were derived.
 GB2134
 GB2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF231717(NAD 83)
 GB2134_MARKER: DB = BENCH MARK DISK
 GB2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2134_STAMPING: G 267 1951
 GB2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2134+STABILITY: SURFACE MOTION
 GB2134
 GB2134  HISTORY     - Date     Condition        Report By
 GB2134  HISTORY     - 1951     MONUMENTED       CGS
 GB2134
 GB2134                          STATION DESCRIPTION
 GB2134
 GB2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2134'11 MI NE FROM TOMPKINSVILLE.
 GB2134'ABOUT 6.65 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE COURT
 GB2134'HOUSE AT TOMPKINSVILLE, THENCE ABOUT 2.55 MILES EAST ALONG A
 GB2134'GRAVEL ROAD, THENCE ABOUT 1.8 MILES EAST ALONG A NARROW GRAVEL
 GB2134'ROAD, ABOUT 0.55 MILE WEST OF JUNCTION OF A ROAD SOUTHEAST, AT
 GB2134'BOTTOM OF GRADES, 34 FEET NORTHEAST OF CENTER LINE OF ROAD, 42
 GB2134'FEET WEST OF CENTER OF A RAVINE STARTING AT EDGE OF ROAD, 7 1/2
 GB2134'FEET EAST OF CENTER LINE OF A TRAIL NORTH, 2 FEET SOUTH OF A
 GB2134'WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE ROAD AND SET IN
 GB2134'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2168 ***********************************************************************
 GB2168  DESIGNATION -  G 268
 GB2168  PID         -  GB2168
 GB2168  STATE/COUNTY-  KY/MONROE
 GB2168  USGS QUAD   -  VERNON (1981)
 GB2168
 GB2168                         *CURRENT SURVEY CONTROL
 GB2168  ___________________________________________________________________
 GB2168* NAD 83(1986)-  36 39 25.     (N)    085 36 48.     (W)     SCALED    
 GB2168* NAVD 88     -       315.427  (meters)    1034.86   (feet)  ADJUSTED  
 GB2168  ___________________________________________________________________
 GB2168  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB2168  DYNAMIC HT  -         315.162 (meters)    1033.99  (feet)  COMP
 GB2168  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 GB2168
 GB2168  VERT ORDER  -  SECOND    CLASS 0
 GB2168
 GB2168.The horizontal coordinates were scaled from a topographic map and have
 GB2168.an estimated accuracy of +/- 6 seconds.
 GB2168
 GB2168.The orthometric height was determined by differential leveling
 GB2168.and adjusted by the National Geodetic Survey in June 1991..
 GB2168
 GB2168.The geoid height was determined by GEOID03.
 GB2168
 GB2168.The dynamic height is computed by dividing the NAVD 88
 GB2168.geopotential number by the normal gravity value computed on the
 GB2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2168.degrees latitude (g = 980.6199 gals.).
 GB2168
 GB2168.The modeled gravity was interpolated from observed gravity values.
 GB2168
 GB2168;                    North         East    Units  Estimated Accuracy
 GB2168;SPC KY1Z     - 1,035,930.    1,512,220.      MT  (+/- 180 meters Scaled)
 GB2168
 GB2168                          SUPERSEDED SURVEY CONTROL
 GB2168
 GB2168  NGVD 29 (??/??/92)  315.546  (m)         1035.25   (f) ADJ UNCH    2 0
 GB2168
 GB2168.Superseded values are not recommended for survey control.
 GB2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2168.See file dsdata.txt to determine how the superseded data were derived.
 GB2168
 GB2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF239577(NAD 83)
 GB2168_MARKER: DB = BENCH MARK DISK
 GB2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2168_STAMPING: G 268 1951
 GB2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2168+STABILITY: SURFACE MOTION
 GB2168
 GB2168  HISTORY     - Date     Condition        Report By
 GB2168  HISTORY     - 1951     MONUMENTED       CGS
 GB2168
 GB2168                          STATION DESCRIPTION
 GB2168
 GB2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2168'0.8 MI E FROM HESTAND.
 GB2168'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 216 FROM THE JUNCTION
 GB2168'OF STATE HIGHWAY 163 AT HESTAND, AT THE CROSSING OF A NORTH-SOUTH
 GB2168'TWIN POLE POWER TRANSMISSION LINE, 37 FEET SOUTH OF CENTER
 GB2168'LINE OF HIGHWAY, 11 1/2 FEET WEST OF THE WEST POLE OF POWER
 GB2168'TRANSMISSION LINE, 13 FEET EAST OF CENTER LINE OF A TRAIL SOUTH,
 GB2168'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB2168'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1048 ***********************************************************************
 GB1048  DESIGNATION -  G 269
 GB1048  PID         -  GB1048
 GB1048  STATE/COUNTY-  KY/MCCREARY
 GB1048  USGS QUAD   -  BARTHELL (1982)
 GB1048
 GB1048                         *CURRENT SURVEY CONTROL
 GB1048  ___________________________________________________________________
 GB1048* NAD 83(1986)-  36 41 21.     (N)    084 35 33.     (W)     SCALED    
 GB1048* NAVD 88     -       254.085  (meters)     833.61   (feet)  ADJUSTED  
 GB1048  ___________________________________________________________________
 GB1048  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GB1048  DYNAMIC HT  -         253.882 (meters)     832.94  (feet)  COMP
 GB1048  MODELED GRAV-     979,827.5   (mgal)                       NAVD 88
 GB1048
 GB1048  VERT ORDER  -  SECOND    CLASS 0
 GB1048
 GB1048.The horizontal coordinates were scaled from a topographic map and have
 GB1048.an estimated accuracy of +/- 6 seconds.
 GB1048
 GB1048.The orthometric height was determined by differential leveling
 GB1048.and adjusted by the National Geodetic Survey in June 1991..
 GB1048
 GB1048.The geoid height was determined by GEOID03.
 GB1048
 GB1048.The dynamic height is computed by dividing the NAVD 88
 GB1048.geopotential number by the normal gravity value computed on the
 GB1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1048.degrees latitude (g = 980.6199 gals.).
 GB1048
 GB1048.The modeled gravity was interpolated from observed gravity values.
 GB1048
 GB1048;                    North         East    Units  Estimated Accuracy
 GB1048;SPC KY1Z     - 1,040,140.    1,603,460.      MT  (+/- 180 meters Scaled)
 GB1048
 GB1048                          SUPERSEDED SURVEY CONTROL
 GB1048
 GB1048  NGVD 29 (??/??/92)  254.230  (m)          834.09   (f) ADJ UNCH    2 0
 GB1048
 GB1048.Superseded values are not recommended for survey control.
 GB1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1048.See file dsdata.txt to determine how the superseded data were derived.
 GB1048
 GB1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF150630(NAD 83)
 GB1048_MARKER: DB = BENCH MARK DISK
 GB1048_SETTING: 66 = SET IN ROCK OUTCROP
 GB1048_SP_SET: ROCK OUTCROP
 GB1048_STAMPING: G 269 1951
 GB1048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1048+STABILITY: POSITION/ELEVATION WELL
 GB1048
 GB1048  HISTORY     - Date     Condition        Report By
 GB1048  HISTORY     - 1951     MONUMENTED       CGS
 GB1048  HISTORY     - 1957     GOOD             NGS
 GB1048
 GB1048                          STATION DESCRIPTION
 GB1048
 GB1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1048'1.1 MI SW FROM WHITE OAK JUNCTION.
 GB1048'ABOUT 1.1 MILES SOUTHWEST ALONG THE KENTUCKY AND TENNESSEE RAILROAD
 GB1048'FROM RAILROAD JUNCTION AT WHITE OAK JUNCTION, ABOUT 0.85 MILE
 GB1048'SOUTHWEST OF COMMISSARY STORE AT WHITE OAK JUNCTION, ABOUT 0.6
 GB1048'MILE NORTHEAST OF A TRESTLE OVER ROCK CREEK, IN THE TOP OF
 GB1048'NORTHWEST CORNER OF A LARGE OUTCROP OF ROCK, 16 FEET SOUTHEAST OF
 GB1048'SOUTHEAST RAIL AND ABOUT 5 FEET ABOVE LEVEL OF TRACK.
 GB1048
 GB1048                          STATION RECOVERY (1957)
 GB1048
 GB1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1518 ***********************************************************************
 GA1518  DESIGNATION -  G 27
 GA1518  PID         -  GA1518
 GA1518  STATE/COUNTY-  KY/HARLAN
 GA1518  USGS QUAD   -  HARLAN (1978)
 GA1518
 GA1518                         *CURRENT SURVEY CONTROL
 GA1518  ___________________________________________________________________
 GA1518* NAD 83(1986)-  36 48 52.     (N)    083 17 18.     (W)     SCALED    
 GA1518* NAVD 88     -       371.106  (meters)    1217.54   (feet)  ADJUSTED  
 GA1518  ___________________________________________________________________
 GA1518  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA1518  DYNAMIC HT  -         370.783 (meters)    1216.48  (feet)  COMP
 GA1518  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 GA1518
 GA1518  VERT ORDER  -  SECOND    CLASS 0
 GA1518
 GA1518.The horizontal coordinates were scaled from a topographic map and have
 GA1518.an estimated accuracy of +/- 6 seconds.
 GA1518
 GA1518.The orthometric height was determined by differential leveling
 GA1518.and adjusted by the National Geodetic Survey in June 1991..
 GA1518
 GA1518.The geoid height was determined by GEOID03.
 GA1518
 GA1518.The dynamic height is computed by dividing the NAVD 88
 GA1518.geopotential number by the normal gravity value computed on the
 GA1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1518.degrees latitude (g = 980.6199 gals.).
 GA1518
 GA1518.The modeled gravity was interpolated from observed gravity values.
 GA1518
 GA1518;                    North         East    Units  Estimated Accuracy
 GA1518;SPC KY1Z     - 1,056,300.    1,719,640.      MT  (+/- 180 meters Scaled)
 GA1518
 GA1518                          SUPERSEDED SURVEY CONTROL
 GA1518
 GA1518  NGVD 29 (??/??/92)  371.248  (m)         1218.00   (f) ADJ UNCH    2 0
 GA1518
 GA1518.Superseded values are not recommended for survey control.
 GA1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1518.See file dsdata.txt to determine how the superseded data were derived.
 GA1518
 GA1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA958767(NAD 83)
 GA1518_MARKER: DB = BENCH MARK DISK
 GA1518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1518_SP_SET: PIER
 GA1518_STAMPING: G 27 1934 1218.003
 GA1518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1518
 GA1518  HISTORY     - Date     Condition        Report By
 GA1518  HISTORY     - 1934     MONUMENTED       CGS
 GA1518  HISTORY     - 1956     POOR             NGS
 GA1518  HISTORY     - 20010515 MARK NOT FOUND   KYDT
 GA1518
 GA1518                          STATION DESCRIPTION
 GA1518
 GA1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1518'4.6 MI S FROM HARLAN.
 GA1518'4.6 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD,
 GA1518'FROM THE STATION AT HARLAN, 1.2 MILES SOUTH OF WILSONBURG, 2
 GA1518'RAILS EAST OF MILEPOST 247, AT A BRIDGE, IN THE TOP OF THE NORTH
 GA1518'SIDE OF THE WEST CONCRETE PIER, 7 FEET SOUTH OF THE NORTH FACE
 GA1518'OF THE PIER, 3 FEET EAST OF THE WEST FACE, AND 6 FEET NORTH OF
 GA1518'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED G 27 1934.
 GA1518
 GA1518                          STATION RECOVERY (2001)
 GA1518
 GA1518'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1518'PIER HAS BEEN ENLARGED AND RAISED IN PREVIOUS YEARS, MARK UNDER 2.5
 GA1518'FOOT CONCRETE CAP, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1039 ***********************************************************************
 GB1039  DESIGNATION -  G 270
 GB1039  PID         -  GB1039
 GB1039  STATE/COUNTY-  KY/MCCREARY
 GB1039  USGS QUAD   -  BARTHELL (1982)
 GB1039
 GB1039                         *CURRENT SURVEY CONTROL
 GB1039  ___________________________________________________________________
 GB1039* NAD 83(1986)-  36 43 11.     (N)    084 32 17.     (W)     SCALED    
 GB1039* NAVD 88     -       327.869  (meters)    1075.68   (feet)  ADJUSTED  
 GB1039  ___________________________________________________________________
 GB1039  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GB1039  DYNAMIC HT  -         327.604 (meters)    1074.81  (feet)  COMP
 GB1039  MODELED GRAV-     979,813.1   (mgal)                       NAVD 88
 GB1039
 GB1039  VERT ORDER  -  SECOND    CLASS 0
 GB1039
 GB1039.The horizontal coordinates were scaled from a topographic map and have
 GB1039.an estimated accuracy of +/- 6 seconds.
 GB1039
 GB1039.The orthometric height was determined by differential leveling
 GB1039.and adjusted by the National Geodetic Survey in June 1991..
 GB1039
 GB1039.The geoid height was determined by GEOID03.
 GB1039
 GB1039.The dynamic height is computed by dividing the NAVD 88
 GB1039.geopotential number by the normal gravity value computed on the
 GB1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1039.degrees latitude (g = 980.6199 gals.).
 GB1039
 GB1039.The modeled gravity was interpolated from observed gravity values.
 GB1039
 GB1039;                    North         East    Units  Estimated Accuracy
 GB1039;SPC KY1Z     - 1,043,590.    1,608,280.      MT  (+/- 180 meters Scaled)
 GB1039
 GB1039                          SUPERSEDED SURVEY CONTROL
 GB1039
 GB1039  NGVD 29 (??/??/92)  328.011  (m)         1076.15   (f) ADJ UNCH    2 0
 GB1039
 GB1039.Superseded values are not recommended for survey control.
 GB1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1039.See file dsdata.txt to determine how the superseded data were derived.
 GB1039
 GB1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF198666(NAD 83)
 GB1039_MARKER: DB = BENCH MARK DISK
 GB1039_SETTING: 66 = SET IN ROCK OUTCROP
 GB1039_SP_SET: ROCK LEDGE
 GB1039_STAMPING: G 270 1951 1076.149
 GB1039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1039+STABILITY: POSITION/ELEVATION WELL
 GB1039
 GB1039  HISTORY     - Date     Condition        Report By
 GB1039  HISTORY     - 1951     MONUMENTED       CGS
 GB1039  HISTORY     - 1952     GOOD             NGS
 GB1039  HISTORY     - 1957     GOOD             NGS
 GB1039
 GB1039                          STATION DESCRIPTION
 GB1039
 GB1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GB1039'0.4 MI W FROM HILL TOP.
 GB1039'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 GB1039'AT HILL TOP, ABOUT 0.75 MILE EAST OF BRIDGE OVER SOUTH FORK OF
 GB1039'CUMBERLAND RIVER, ON THE WEST SLOPE OF A LONG HILL, AT THE
 GB1039'EAST END OF A SHORT FILL AND WEST END OF A CUT, 24 FEET
 GB1039'NORTH-NORTHWEST OF CENTER LINE OF HIGHWAY, 7 FEET NORTHEAST OF
 GB1039'EAST END OF A 15-INCH PIPE CULVERT UNDER DRIVE NORTH TO A SMALL
 GB1039'HOLLOW, IN THE TOP OF SOLID SANDSTONE LEDGE AND 0.8 FOOT NORTHEAST
 GB1039'OF SOUTHWEST EDGE OF LEDGE, DIRECTLY ABOVE A 9-INCH OUTLINED
 GB1039'TRIANGLE CHISELED IN THE SOUTHWEST FACE OF LEDGE AND ABOUT 1 FOOT
 GB1039'ABOVE LEVEL OF HIGHWAY.
 GB1039
 GB1039                          STATION RECOVERY (1957)
 GB1039
 GB1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0774 ***********************************************************************
 GY0774  DESIGNATION -  G 271
 GY0774  PID         -  GY0774
 GY0774  STATE/COUNTY-  KY/PIKE
 GY0774  USGS QUAD   -  LICK CREEK (1978)
 GY0774
 GY0774                         *CURRENT SURVEY CONTROL
 GY0774  ___________________________________________________________________
 GY0774* NAD 83(1986)-  37 29 56.     (N)    082 15 27.     (W)     SCALED    
 GY0774* NAVD 88     -       472.151  (meters)    1549.05   (feet)  ADJUSTED  
 GY0774  ___________________________________________________________________
 GY0774  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY0774  DYNAMIC HT  -         471.784 (meters)    1547.84  (feet)  COMP
 GY0774  MODELED GRAV-     979,837.3   (mgal)                       NAVD 88
 GY0774
 GY0774  VERT ORDER  -  SECOND    CLASS 0
 GY0774
 GY0774.The horizontal coordinates were scaled from a topographic map and have
 GY0774.an estimated accuracy of +/- 6 seconds.
 GY0774
 GY0774.The orthometric height was determined by differential leveling
 GY0774.and adjusted by the National Geodetic Survey in June 1991..
 GY0774
 GY0774.The geoid height was determined by GEOID03.
 GY0774
 GY0774.The dynamic height is computed by dividing the NAVD 88
 GY0774.geopotential number by the normal gravity value computed on the
 GY0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0774.degrees latitude (g = 980.6199 gals.).
 GY0774
 GY0774.The modeled gravity was interpolated from observed gravity values.
 GY0774
 GY0774;                    North         East    Units  Estimated Accuracy
 GY0774;SPC KY1Z     - 1,135,130.    1,808,740.      MT  (+/- 180 meters Scaled)
 GY0774
 GY0774                          SUPERSEDED SURVEY CONTROL
 GY0774
 GY0774  NGVD 29 (??/??/92)  472.354  (m)         1549.71   (f) ADJ UNCH    2 0
 GY0774
 GY0774.Superseded values are not recommended for survey control.
 GY0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0774.See file dsdata.txt to determine how the superseded data were derived.
 GY0774
 GY0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB888509(NAD 83)
 GY0774_MARKER: DB = BENCH MARK DISK
 GY0774_SETTING: 66 = SET IN ROCK OUTCROP
 GY0774_SP_SET: ROCK LEDGE
 GY0774_STAMPING: G 271 1952 1549.715
 GY0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0774+STABILITY: POSITION/ELEVATION WELL
 GY0774
 GY0774  HISTORY     - Date     Condition        Report By
 GY0774  HISTORY     - 1952     MONUMENTED       CGS
 GY0774  HISTORY     - 1956     GOOD             NGS
 GY0774
 GY0774                          STATION DESCRIPTION
 GY0774
 GY0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0774'5 MI S FROM MC VEIGH.
 GY0774'0.15 MILE SOUTH ALONG STATE HIGHWAY 199 FROM THE POST OFFICE
 GY0774'AT MC VEIGH, THENCE 4.85 MILES SOUTHWEST AND SOUTH ALONG A STEEP
 GY0774'ROUGH MOUNTAIN ROAD OVER MC VEIGH MOUNTAIN, SET VERTICALLY IN
 GY0774'THE NORTHWEST FACE OF A ROCK LEDGE, ON THE OUTSIDE AND AT THE
 GY0774'SOUTHWEST END OF A CURVER WITH TANGENTS EXTENDING SOUTHWEST AND
 GY0774'NORTHWEST, 12 FEET SOUTHEAST OF THE CENTER OF ROAD, 3.5 FEET
 GY0774'SOUTHWEST AND ABOUT LEVEL WITH THE TOP POINT OF A 12-INCH
 GY0774'TRIANGLE CHISELED IN FACE OF LEDGE, ABOUT 2 FEET ABOVE LEVEL OF
 GY0774'ROAD.  NOTE-- MARK IS REACHED FROM THE SCHOOL AT COLEMAN, BY
 GY0774'GOING 4.6 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.9 MILE NORTHWEST
 GY0774'ALONG A ROUGH MOUNTAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1624 ***********************************************************************
 GA1624  DESIGNATION -  G 272
 GA1624  PID         -  GA1624
 GA1624  STATE/COUNTY-  KY/LESLIE
 GA1624  USGS QUAD   -  HELTON (1983)
 GA1624
 GA1624                         *CURRENT SURVEY CONTROL
 GA1624  ___________________________________________________________________
 GA1624* NAD 83(1986)-  36 54 22.     (N)    083 28 21.     (W)     SCALED    
 GA1624* NAVD 88     -       513.061  (meters)    1683.27   (feet)  ADJUSTED  
 GA1624  ___________________________________________________________________
 GA1624  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA1624  DYNAMIC HT  -         512.628 (meters)    1681.85  (feet)  COMP
 GA1624  MODELED GRAV-     979,771.3   (mgal)                       NAVD 88
 GA1624
 GA1624  VERT ORDER  -  SECOND    CLASS 0
 GA1624
 GA1624.The horizontal coordinates were scaled from a topographic map and have
 GA1624.an estimated accuracy of +/- 6 seconds.
 GA1624
 GA1624.The orthometric height was determined by differential leveling
 GA1624.and adjusted by the National Geodetic Survey in June 1991..
 GA1624
 GA1624.The geoid height was determined by GEOID03.
 GA1624
 GA1624.The dynamic height is computed by dividing the NAVD 88
 GA1624.geopotential number by the normal gravity value computed on the
 GA1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1624.degrees latitude (g = 980.6199 gals.).
 GA1624
 GA1624.The modeled gravity was interpolated from observed gravity values.
 GA1624
 GA1624;                    North         East    Units  Estimated Accuracy
 GA1624;SPC KY1Z     - 1,066,050.    1,702,960.      MT  (+/- 180 meters Scaled)
 GA1624
 GA1624                          SUPERSEDED SURVEY CONTROL
 GA1624
 GA1624  NGVD 29 (??/??/92)  513.212  (m)         1683.76   (f) ADJ UNCH    2 0
 GA1624
 GA1624.Superseded values are not recommended for survey control.
 GA1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1624.See file dsdata.txt to determine how the superseded data were derived.
 GA1624
 GA1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA797873(NAD 83)
 GA1624_MARKER: DB = BENCH MARK DISK
 GA1624_SETTING: 66 = SET IN ROCK OUTCROP
 GA1624_SP_SET: SET IN ROCK OUTCROP
 GA1624_STAMPING: G 272 1952 1683.763
 GA1624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1624+STABILITY: POSITION/ELEVATION WELL
 GA1624
 GA1624  HISTORY     - Date     Condition        Report By
 GA1624  HISTORY     - 1952     MONUMENTED       CGS
 GA1624  HISTORY     - 1957     POOR             NGS
 GA1624
 GA1624                          STATION DESCRIPTION
 GA1624
 GA1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1624'0.8 MI NW FROM SAYLOR.
 GA1624'ABOUT 0.85 MILE NORTHWEST ALONG A ROCKY ROAD LEADING TO BEVERLY
 GA1624'FROM THE POST OFFICE AT SAYLOR, ABOUT 0.45 MILE SOUTHEAST OF A
 GA1624'SMALL SCHOOL, ABOUT 0.15 MILE SOUTHEAST OF A ROCKY ROAD LEADING
 GA1624'NORTH, ABOUT 26 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GA1624'PICKET FENCE AROUND THE GRAVE OF MATILDA CALDWELL, SET IN THE
 GA1624'TOP OF THE NORTHEAST END OF A SMALL PROJECTION OF ROCK WHICH IS
 GA1624'ALONG THE SOUTHWEST EDGE OF A SMALL CLEARING, 15 FEET NORTHEAST
 GA1624'OF CENTER LINE OF ROAD, 8 FEET SOUTHWEST OF A LONE 20-INCH OAK
 GA1624'TREE AND ABOUT 2 FEET ABOVE ROAD.
 GA1624
 GA1624                          STATION RECOVERY (1957)
 GA1624
 GA1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1624'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2770 ***********************************************************************
 GA2770  DESIGNATION -  G 273
 GA2770  PID         -  GA2770
 GA2770  STATE/COUNTY-  KY/BELL
 GA2770  USGS QUAD   -  VARILLA (1991)
 GA2770
 GA2770                         *CURRENT SURVEY CONTROL
 GA2770  ___________________________________________________________________
 GA2770* NAD 83(1986)-  36 43 37.     (N)    083 33 39.     (W)     SCALED    
 GA2770* NAVD 88     -       329.554  (meters)    1081.21   (feet)  ADJUSTED  
 GA2770  ___________________________________________________________________
 GA2770  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GA2770  DYNAMIC HT  -         329.268 (meters)    1080.27  (feet)  COMP
 GA2770  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 GA2770
 GA2770  VERT ORDER  -  SECOND    CLASS 0
 GA2770
 GA2770.The horizontal coordinates were scaled from a topographic map and have
 GA2770.an estimated accuracy of +/- 6 seconds.
 GA2770
 GA2770.The orthometric height was determined by differential leveling
 GA2770.and adjusted by the National Geodetic Survey in June 1991..
 GA2770
 GA2770.The geoid height was determined by GEOID03.
 GA2770
 GA2770.The dynamic height is computed by dividing the NAVD 88
 GA2770.geopotential number by the normal gravity value computed on the
 GA2770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2770.degrees latitude (g = 980.6199 gals.).
 GA2770
 GA2770.The modeled gravity was interpolated from observed gravity values.
 GA2770
 GA2770;                    North         East    Units  Estimated Accuracy
 GA2770;SPC KY1Z     - 1,045,980.    1,695,560.      MT  (+/- 180 meters Scaled)
 GA2770
 GA2770                          SUPERSEDED SURVEY CONTROL
 GA2770
 GA2770  NGVD 29 (??/??/92)  329.704  (m)         1081.70   (f) ADJ UNCH    2 0
 GA2770
 GA2770.Superseded values are not recommended for survey control.
 GA2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2770.See file dsdata.txt to determine how the superseded data were derived.
 GA2770
 GA2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA713676(NAD 83)
 GA2770_MARKER: DB = BENCH MARK DISK
 GA2770_SETTING: 66 = SET IN ROCK OUTCROP
 GA2770_SP_SET: SET IN ROCK OUTCROP
 GA2770_STAMPING: G 273 1952 1081.704
 GA2770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2770+STABILITY: POSITION/ELEVATION WELL
 GA2770
 GA2770  HISTORY     - Date     Condition        Report By
 GA2770  HISTORY     - 1952     MONUMENTED       CGS
 GA2770  HISTORY     - 1957     POOR             NGS
 GA2770
 GA2770                          STATION DESCRIPTION
 GA2770
 GA2770'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA2770'3.2 MI SE FROM MIRACLE.
 GA2770'3.15 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING BROWNIES
 GA2770'CREEK FROM CROSSING OF LOUISVILLE AND NASHVILLE RAILROAD AND
 GA2770'BRIDGE OVER CUMBERLAND RIVER AT MIRACLE, ABOUT 0.5 MILE SOUTHEAST
 GA2770'OF A CHURCH, ABOUT 0.15 MILE NORTHWEST OF A CHURCH AND SCHOOL AT
 GA2770'OAKS, ABOUT 0.4 MILE NORTHWEST OF A CONCRETE BRIDGE OVER BROWNIES
 GA2770'CREEK, AT THE JUNCTION OF A PRIVATE ROAD SOUTHWEST, IN THE TOP
 GA2770'OF THE NORTH EDGE OF A LARGE SLOPING ROCK OUTCROP WHICH IS ON
 GA2770'SOUTHEAST BANK OF BROWNIES CREEK, 88 FEET SOUTHWEST OF CENTER
 GA2770'LINE OF ROAD, 27 FEET NORTHWEST OF CENTER LINE OF PRIVATE ROAD, 21
 GA2770'FEET NORTHWEST OF THE FIRST POWER POLE SOUTHEAST OF CREEK, ABOUT
 GA2770'15 FEET BELOW LEVEL OF ROAD, ABOUT LEVEL WITH PRIVATE ROAD.
 GA2770
 GA2770                          STATION RECOVERY (1957)
 GA2770
 GA2770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2770'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1598 ***********************************************************************
 GA1598  DESIGNATION -  G 274
 GA1598  PID         -  GA1598
 GA1598  STATE/COUNTY-  KY/HARLAN
 GA1598  USGS QUAD   -  EWING (1978)
 GA1598
 GA1598                         *CURRENT SURVEY CONTROL
 GA1598  ___________________________________________________________________
 GA1598* NAD 83(1986)-  36 42 50.     (N)    083 23 02.     (W)     SCALED    
 GA1598* NAVD 88     -       801.980  (meters)    2631.16   (feet)  ADJUSTED  
 GA1598  ___________________________________________________________________
 GA1598  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA1598  DYNAMIC HT  -         801.245 (meters)    2628.75  (feet)  COMP
 GA1598  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 GA1598
 GA1598  VERT ORDER  -  SECOND    CLASS 0
 GA1598
 GA1598.The horizontal coordinates were scaled from a topographic map and have
 GA1598.an estimated accuracy of +/- 6 seconds.
 GA1598
 GA1598.The orthometric height was determined by differential leveling
 GA1598.and adjusted by the National Geodetic Survey in June 1991..
 GA1598
 GA1598.The geoid height was determined by GEOID03.
 GA1598
 GA1598.The dynamic height is computed by dividing the NAVD 88
 GA1598.geopotential number by the normal gravity value computed on the
 GA1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1598.degrees latitude (g = 980.6199 gals.).
 GA1598
 GA1598.The modeled gravity was interpolated from observed gravity values.
 GA1598
 GA1598;                    North         East    Units  Estimated Accuracy
 GA1598;SPC KY1Z     - 1,044,920.    1,711,400.      MT  (+/- 180 meters Scaled)
 GA1598
 GA1598                          SUPERSEDED SURVEY CONTROL
 GA1598
 GA1598  NGVD 29 (??/??/92)  802.101  (m)         2631.56   (f) ADJ UNCH    2 0
 GA1598
 GA1598.Superseded values are not recommended for survey control.
 GA1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1598.See file dsdata.txt to determine how the superseded data were derived.
 GA1598
 GA1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA870657(NAD 83)
 GA1598_MARKER: DB = BENCH MARK DISK
 GA1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1598_STAMPING: G 274 1952 2631.560
 GA1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1598+STABILITY: SURFACE MOTION
 GA1598
 GA1598  HISTORY     - Date     Condition        Report By
 GA1598  HISTORY     - 1952     MONUMENTED       CGS
 GA1598  HISTORY     - 1957     GOOD             NGS
 GA1598
 GA1598                          STATION DESCRIPTION
 GA1598
 GA1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1598'3 MI SE FROM ALVA.
 GA1598'ABOUT 3.05 MILES SOUTHEAST ALONG A GRAVEL AND DIRT ROAD FROM
 GA1598'THE FIRST BAPTIST CHURCH AT ALVA, ON THE TOP OF A MOUNTAIN AND
 GA1598'AT A Y ROAD JUNCTION, 27 FEET SOUTHEAST OF CENTER LINE OF ROAD
 GA1598'LEADING NORTHEAST, 73 FEET EAST OF CENTER OF JUNCTION, 13 FEET
 GA1598'NORTHEAST OF CENTER LINE OF A DIM ROAD SOUTHEAST, 2 FEET WEST
 GA1598'OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET ABOVE LEVEL OF
 GA1598'JUNCTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GA1598
 GA1598                          STATION RECOVERY (1957)
 GA1598
 GA1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1641 ***********************************************************************
 GA1641  DESIGNATION -  G 275
 GA1641  PID         -  GA1641
 GA1641  STATE/COUNTY-  KY/LESLIE
 GA1641  USGS QUAD   -  HELTON (1983)
 GA1641
 GA1641                         *CURRENT SURVEY CONTROL
 GA1641  ___________________________________________________________________
 GA1641* NAD 83(1986)-  36 56 02.     (N)    083 26 59.     (W)     SCALED    
 GA1641* NAVD 88     -       406.251  (meters)    1332.84   (feet)  ADJUSTED  
 GA1641  ___________________________________________________________________
 GA1641  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA1641  DYNAMIC HT  -         405.907 (meters)    1331.71  (feet)  COMP
 GA1641  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 GA1641
 GA1641  VERT ORDER  -  SECOND    CLASS 0
 GA1641
 GA1641.The horizontal coordinates were scaled from a topographic map and have
 GA1641.an estimated accuracy of +/- 6 seconds.
 GA1641
 GA1641.The orthometric height was determined by differential leveling
 GA1641.and adjusted by the National Geodetic Survey in June 1991..
 GA1641
 GA1641.The geoid height was determined by GEOID03.
 GA1641
 GA1641.The dynamic height is computed by dividing the NAVD 88
 GA1641.geopotential number by the normal gravity value computed on the
 GA1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1641.degrees latitude (g = 980.6199 gals.).
 GA1641
 GA1641.The modeled gravity was interpolated from observed gravity values.
 GA1641
 GA1641;                    North         East    Units  Estimated Accuracy
 GA1641;SPC KY1Z     - 1,069,180.    1,704,920.      MT  (+/- 180 meters Scaled)
 GA1641
 GA1641                          SUPERSEDED SURVEY CONTROL
 GA1641
 GA1641  NGVD 29 (??/??/92)  406.401  (m)         1333.33   (f) ADJ UNCH    2 0
 GA1641
 GA1641.Superseded values are not recommended for survey control.
 GA1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1641.See file dsdata.txt to determine how the superseded data were derived.
 GA1641
 GA1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA818903(NAD 83)
 GA1641_MARKER: DB = BENCH MARK DISK
 GA1641_SETTING: 66 = SET IN ROCK OUTCROP
 GA1641_SP_SET: CUT
 GA1641_STAMPING: G 275 1952 1333.334
 GA1641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1641+STABILITY: POSITION/ELEVATION WELL
 GA1641
 GA1641  HISTORY     - Date     Condition        Report By
 GA1641  HISTORY     - 1952     MONUMENTED       CGS
 GA1641  HISTORY     - 1956     POOR             NGS
 GA1641
 GA1641                          STATION DESCRIPTION
 GA1641
 GA1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1641'3 MI N FROM SAYLOR.
 GA1641'ABOUT 2.95 MILES NORTH ALONG A ROAD FOLLOWING THE MIDDLE FORK
 GA1641'OF KENTUCKY RIVER FROM THE POST OFFICE AT SAYLOR, ABOUT 0.8 MILE
 GA1641'NORTH OF JUNCTION OF A ROAD LEADING NORTHEAST AND THE CONFLUENCE
 GA1641'OF MIDDLE FORK OF KENTUCKY RIVER AND SPRUCEPINE CREEK, ON THE
 GA1641'NORTH SLOPE OF A CROOKED HILL, SET VERTICALLY IN THE WEST FACE
 GA1641'OF A ROCK BENCH CUT, 11 FEET EAST OF CENTER LINE OF ROAD, ABOUT
 GA1641'55 FEET NORTH OF SOUTH END OF ROCK PART OF CUT, 6 FEET NORTH OF
 GA1641'THE NORTH ONE OF TWO DRILL MARKS IN CUT AND ABOUT 2 FEET ABOVE
 GA1641'LEVEL OF ROAD.
 GA1641
 GA1641                          STATION RECOVERY (1956)
 GA1641
 GA1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1641'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2336 ***********************************************************************
 GY2336  DESIGNATION -  G 276
 GY2336  PID         -  GY2336
 GY2336  STATE/COUNTY-  KY/LESLIE
 GY2336  USGS QUAD   -  HOSKINSTON (1980)
 GY2336
 GY2336                         *CURRENT SURVEY CONTROL
 GY2336  ___________________________________________________________________
 GY2336* NAD 83(1986)-  37 04 44.     (N)    083 23 38.     (W)     SCALED    
 GY2336* NAVD 88     -       279.308  (meters)     916.36   (feet)  ADJUSTED  
 GY2336  ___________________________________________________________________
 GY2336  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GY2336  DYNAMIC HT  -         279.081 (meters)     915.62  (feet)  COMP
 GY2336  MODELED GRAV-     979,811.7   (mgal)                       NAVD 88
 GY2336
 GY2336  VERT ORDER  -  SECOND    CLASS 0
 GY2336
 GY2336.The horizontal coordinates were scaled from a topographic map and have
 GY2336.an estimated accuracy of +/- 6 seconds.
 GY2336
 GY2336.The orthometric height was determined by differential leveling
 GY2336.and adjusted by the National Geodetic Survey in June 1991..
 GY2336
 GY2336.The geoid height was determined by GEOID03.
 GY2336
 GY2336.The dynamic height is computed by dividing the NAVD 88
 GY2336.geopotential number by the normal gravity value computed on the
 GY2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2336.degrees latitude (g = 980.6199 gals.).
 GY2336
 GY2336.The modeled gravity was interpolated from observed gravity values.
 GY2336
 GY2336;                    North         East    Units  Estimated Accuracy
 GY2336;SPC KY1Z     - 1,085,390.    1,709,480.      MT  (+/- 180 meters Scaled)
 GY2336
 GY2336                          SUPERSEDED SURVEY CONTROL
 GY2336
 GY2336  NGVD 29 (??/??/92)  279.468  (m)          916.89   (f) ADJ UNCH    2 0
 GY2336
 GY2336.Superseded values are not recommended for survey control.
 GY2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2336.See file dsdata.txt to determine how the superseded data were derived.
 GY2336
 GY2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB872063(NAD 83)
 GY2336_MARKER: DB = BENCH MARK DISK
 GY2336_SETTING: 66 = SET IN ROCK OUTCROP
 GY2336_SP_SET: ROCK CUT
 GY2336_STAMPING: G 276 1952 916.888
 GY2336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2336+STABILITY: POSITION/ELEVATION WELL
 GY2336
 GY2336  HISTORY     - Date     Condition        Report By
 GY2336  HISTORY     - 1952     MONUMENTED       CGS
 GY2336  HISTORY     - 1956     GOOD             NGS
 GY2336
 GY2336                          STATION DESCRIPTION
 GY2336
 GY2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2336'AT HOSKINSTON.
 GY2336'AT HOSKINSTON, ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 421 FROM THE
 GY2336'SCHOOL, ABOUT 100 YARDS NORTH OF THE JUNCTION OF A SIDE ROAD
 GY2336'EAST AND THE POST OFFICE, ON THE INSIDE OF A LONG CURVE WITH
 GY2336'TANGENTS EXTENDING SOUTHWEST AND NORTHWEST, SET VERTICALLY IN
 GY2336'EAST FACE OF A LONG ROCK CUT WEST OF HIGHWAY, 21 FEET WEST OF
 GY2336'CENTER LINE OF HIGHWAY, 2 FEET ABOVE GROUND AND ABOUT 3 FEET
 GY2336'ABOVE LEVEL OF HIGHWAY.
 GY2336
 GY2336                          STATION RECOVERY (1956)
 GY2336
 GY2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1674 ***********************************************************************
 GA1674  DESIGNATION -  G 277
 GA1674  PID         -  GA1674
 GA1674  STATE/COUNTY-  KY/LESLIE
 GA1674  USGS QUAD   -  BLEDSOE (1980)
 GA1674
 GA1674                         *CURRENT SURVEY CONTROL
 GA1674  ___________________________________________________________________
 GA1674* NAD 83(1986)-  36 59 01.     (N)    083 17 04.     (W)     SCALED    
 GA1674* NAVD 88     -       352.272  (meters)    1155.75   (feet)  ADJUSTED  
 GA1674  ___________________________________________________________________
 GA1674  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA1674  DYNAMIC HT  -         351.972 (meters)    1154.76  (feet)  COMP
 GA1674  MODELED GRAV-     979,770.5   (mgal)                       NAVD 88
 GA1674
 GA1674  VERT ORDER  -  SECOND    CLASS 0
 GA1674
 GA1674.The horizontal coordinates were scaled from a topographic map and have
 GA1674.an estimated accuracy of +/- 6 seconds.
 GA1674
 GA1674.The orthometric height was determined by differential leveling
 GA1674.and adjusted by the National Geodetic Survey in June 1991..
 GA1674
 GA1674.The geoid height was determined by GEOID03.
 GA1674
 GA1674.The dynamic height is computed by dividing the NAVD 88
 GA1674.geopotential number by the normal gravity value computed on the
 GA1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1674.degrees latitude (g = 980.6199 gals.).
 GA1674
 GA1674.The modeled gravity was interpolated from observed gravity values.
 GA1674
 GA1674;                    North         East    Units  Estimated Accuracy
 GA1674;SPC KY1Z     - 1,075,070.    1,719,490.      MT  (+/- 180 meters Scaled)
 GA1674
 GA1674                          SUPERSEDED SURVEY CONTROL
 GA1674
 GA1674  NGVD 29 (??/??/92)  352.419  (m)         1156.23   (f) ADJ UNCH    2 0
 GA1674
 GA1674.Superseded values are not recommended for survey control.
 GA1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1674.See file dsdata.txt to determine how the superseded data were derived.
 GA1674
 GA1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA966954(NAD 83)
 GA1674_MARKER: DB = BENCH MARK DISK
 GA1674_SETTING: 66 = SET IN ROCK OUTCROP
 GA1674_SP_SET: OUTCROP
 GA1674_STAMPING: G 277 1952 1156.228
 GA1674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1674+STABILITY: POSITION/ELEVATION WELL
 GA1674
 GA1674  HISTORY     - Date     Condition        Report By
 GA1674  HISTORY     - 1952     MONUMENTED       CGS
 GA1674  HISTORY     - 1956     GOOD             NGS
 GA1674  HISTORY     - 1977     MARK NOT FOUND   USGS
 GA1674
 GA1674                          STATION DESCRIPTION
 GA1674
 GA1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1674'0.1 MI SE FROM NAPIER.
 GA1674'ABOUT 0.1 MILE SOUTHEAST ALONG A ROAD FOLLOWING GREASY CREEK FROM
 GA1674'THE POST OFFICE AT NAPIER, ABOUT 0.1 MILE NORTHWEST OF A SAW
 GA1674'MILL, AT THE JUNCTION OF A DRIVE NORTHEAST OF A HOUSE WITH STONE
 GA1674'SIDING, IN THE TOP OF THE SOUTHEAST CORNER OF A FLAT OUTCROP OF
 GA1674'ROCK, 21 FEET NORTHEAST OF CENTER LINE OF ROAD, 8 FEET SOUTH
 GA1674'OF SOUTH CORNER OF A GARAGE, 26 FEET NORTH OF THE FIRST POWER
 GA1674'POLE SOUTH EAST OF A POLE WITH A TRANSFORMER AND ABOUT 4 FEET ABOVE
 GA1674'LEVEL OF ROAD.
 GA1674
 GA1674                          STATION RECOVERY (1956)
 GA1674
 GA1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1674'RECOVERED IN GOOD CONDITION.
 GA1674
 GA1674                          STATION RECOVERY (1977)
 GA1674
 GA1674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GA1674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1079 ***********************************************************************
 GY1079  DESIGNATION -  G 279
 GY1079  PID         -  GY1079
 GY1079  STATE/COUNTY-  KY/FLOYD
 GY1079  USGS QUAD   -  WHEELWRIGHT (1992)
 GY1079
 GY1079                         *CURRENT SURVEY CONTROL
 GY1079  ___________________________________________________________________
 GY1079* NAD 83(1986)-  37 18 48.     (N)    082 41 06.     (W)     SCALED    
 GY1079* NAVD 88     -       405.736  (meters)    1331.15   (feet)  ADJUSTED  
 GY1079  ___________________________________________________________________
 GY1079  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GY1079  DYNAMIC HT  -         405.408 (meters)    1330.08  (feet)  COMP
 GY1079  MODELED GRAV-     979,808.5   (mgal)                       NAVD 88
 GY1079
 GY1079  VERT ORDER  -  SECOND    CLASS 0
 GY1079
 GY1079.The horizontal coordinates were scaled from a topographic map and have
 GY1079.an estimated accuracy of +/- 6 seconds.
 GY1079
 GY1079.The orthometric height was determined by differential leveling
 GY1079.and adjusted by the National Geodetic Survey in June 1991..
 GY1079
 GY1079.The geoid height was determined by GEOID03.
 GY1079
 GY1079.The dynamic height is computed by dividing the NAVD 88
 GY1079.geopotential number by the normal gravity value computed on the
 GY1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1079.degrees latitude (g = 980.6199 gals.).
 GY1079
 GY1079.The modeled gravity was interpolated from observed gravity values.
 GY1079
 GY1079;                    North         East    Units  Estimated Accuracy
 GY1079;SPC KY1Z     - 1,113,230.    1,771,640.      MT  (+/- 180 meters Scaled)
 GY1079
 GY1079                          SUPERSEDED SURVEY CONTROL
 GY1079
 GY1079  NGVD 29 (??/??/92)  405.907  (m)         1331.71   (f) ADJ UNCH    2 0
 GY1079
 GY1079.Superseded values are not recommended for survey control.
 GY1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1079.See file dsdata.txt to determine how the superseded data were derived.
 GY1079
 GY1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB506309(NAD 83)
 GY1079_MARKER: DB = BENCH MARK DISK
 GY1079_SETTING: 66 = SET IN ROCK OUTCROP
 GY1079_SP_SET: ROCK CLIFF
 GY1079_STAMPING: G 279 1953 1331.713
 GY1079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1079+STABILITY: POSITION/ELEVATION WELL
 GY1079
 GY1079  HISTORY     - Date     Condition        Report By
 GY1079  HISTORY     - 1953     MONUMENTED       CGS
 GY1079  HISTORY     - 1956     GOOD             NGS
 GY1079
 GY1079                          STATION DESCRIPTION
 GY1079
 GY1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1079'1.5 MI SW FROM WEEKSBURY.
 GY1079'1.4 MILES SOUTHWEST ALONG A ROAD FOLLOWING CALEB FORK FROM THE
 GY1079'BRIDGE OVER CALEB FORK AT WEEKSBURY, THENCE 0.1 MILE SOUTHWEST
 GY1079'ALONG A ROAD FOLLOWING WEST FORK, 0.1 MILE SOUTHWEST OF A GROUP
 GY1079'OF BRICK BUILDINGS, 10 1/2 FEET NORTHWEST OF CENTER OF ROAD,
 GY1079'SET VERTICALLY IN SOUTHEAST FACE OF A SLANTING 6-FOOT HIGH AND
 GY1079'20-FOOT LONG ROCK CLIFF, 142 FEET SOUTHWEST OF A TWIN POLE OF
 GY1079'POWER LINE, 41.5 FEET NORTH AND ACROSS ROAD FROM NORTH CORNER OF
 GY1079'A HOUSE AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0996 ***********************************************************************
 GY0996  DESIGNATION -  G 28
 GY0996  PID         -  GY0996
 GY0996  STATE/COUNTY-  KY/LETCHER
 GY0996  USGS QUAD   -  WHITESBURG (1978)
 GY0996
 GY0996                         *CURRENT SURVEY CONTROL
 GY0996  ___________________________________________________________________
 GY0996* NAD 83(1986)-  37 01 26.     (N)    082 52 17.     (W)     SCALED    
 GY0996* NAVD 88     -       478.049  (meters)    1568.40   (feet)  ADJUSTED  
 GY0996  ___________________________________________________________________
 GY0996  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GY0996  DYNAMIC HT  -         477.623 (meters)    1567.00  (feet)  COMP
 GY0996  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 GY0996
 GY0996  VERT ORDER  -  SECOND    CLASS 0
 GY0996
 GY0996.The horizontal coordinates were scaled from a topographic map and have
 GY0996.an estimated accuracy of +/- 6 seconds.
 GY0996
 GY0996.The orthometric height was determined by differential leveling
 GY0996.and adjusted by the National Geodetic Survey in June 1991..
 GY0996
 GY0996.The geoid height was determined by GEOID03.
 GY0996
 GY0996.The dynamic height is computed by dividing the NAVD 88
 GY0996.geopotential number by the normal gravity value computed on the
 GY0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0996.degrees latitude (g = 980.6199 gals.).
 GY0996
 GY0996.The modeled gravity was interpolated from observed gravity values.
 GY0996
 GY0996;                    North         East    Units  Estimated Accuracy
 GY0996;SPC KY1Z     - 1,080,590.    1,756,110.      MT  (+/- 180 meters Scaled)
 GY0996
 GY0996                          SUPERSEDED SURVEY CONTROL
 GY0996
 GY0996  NGVD 29 (??/??/92)  478.166  (m)         1568.78   (f) ADJ UNCH    2 0
 GY0996
 GY0996.Superseded values are not recommended for survey control.
 GY0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0996.See file dsdata.txt to determine how the superseded data were derived.
 GY0996
 GY0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA335991(NAD 83)
 GY0996_MARKER: DB = BENCH MARK DISK
 GY0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0996_STAMPING: G 28 1934 1568.783
 GY0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0996+STABILITY: SURFACE MOTION
 GY0996
 GY0996  HISTORY     - Date     Condition        Report By
 GY0996  HISTORY     - 1934     MONUMENTED       CGS
 GY0996  HISTORY     - 1956     GOOD             NGS
 GY0996
 GY0996                          STATION DESCRIPTION
 GY0996
 GY0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0996'8.9 MI NE FROM CUMBERLAND.
 GY0996'8.9 MILES NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION OF
 GY0996'STATE HIGHWAY 160 AT CUMBERLAND, 5.7 MILES SOUTHWEST FROM THE
 GY0996'JUNCTION OF STATE HIGHWAY 806 AT OVEN FORK, 100 FEET NORTHEAST
 GY0996'OF A SCHOOLHOUSE, 39 FEET WEST OF THE CENTER LINE OF HIGHWAY, 30
 GY0996'FEET NORTH OF THE CENTER OF DRIVE TO SCHOOL, 21.6 FEET WEST OF
 GY0996'THE NORTH END OF HEAD WALL OF CULVERT, 12 FEET NORTH OF A DRY
 GY0996'BRANCH, 1 FOOT EAST OF A FENCE, ABOUT 1 FOOT ABOVE LEVEL OF
 GY0996'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2694 ***********************************************************************
 GY2694  DESIGNATION -  G 280
 GY2694  PID         -  GY2694
 GY2694  STATE/COUNTY-  KY/CLAY
 GY2694  USGS QUAD   -  OGLE (1979)
 GY2694
 GY2694                         *CURRENT SURVEY CONTROL
 GY2694  ___________________________________________________________________
 GY2694* NAD 83(1986)-  37 00 33.     (N)    083 38 11.     (W)     SCALED    
 GY2694* NAVD 88     -       299.245  (meters)     981.77   (feet)  ADJUSTED  
 GY2694  ___________________________________________________________________
 GY2694  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GY2694  DYNAMIC HT  -         299.000 (meters)     980.97  (feet)  COMP
 GY2694  MODELED GRAV-     979,803.5   (mgal)                       NAVD 88
 GY2694
 GY2694  VERT ORDER  -  SECOND    CLASS 0
 GY2694
 GY2694.The horizontal coordinates were scaled from a topographic map and have
 GY2694.an estimated accuracy of +/- 6 seconds.
 GY2694
 GY2694.The orthometric height was determined by differential leveling
 GY2694.and adjusted by the National Geodetic Survey in June 1991..
 GY2694
 GY2694.The geoid height was determined by GEOID03.
 GY2694
 GY2694.The dynamic height is computed by dividing the NAVD 88
 GY2694.geopotential number by the normal gravity value computed on the
 GY2694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2694.degrees latitude (g = 980.6199 gals.).
 GY2694
 GY2694.The modeled gravity was interpolated from observed gravity values.
 GY2694
 GY2694;                    North         East    Units  Estimated Accuracy
 GY2694;SPC KY1Z     - 1,077,140.    1,688,100.      MT  (+/- 180 meters Scaled)
 GY2694
 GY2694                          SUPERSEDED SURVEY CONTROL
 GY2694
 GY2694  NGVD 29 (??/??/92)  299.400  (m)          982.28   (f) ADJ UNCH    2 0
 GY2694
 GY2694.Superseded values are not recommended for survey control.
 GY2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2694.See file dsdata.txt to determine how the superseded data were derived.
 GY2694
 GY2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA654991(NAD 83)
 GY2694_MARKER: DB = BENCH MARK DISK
 GY2694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2694_SP_SET: FOOTING
 GY2694_STAMPING: G 280 1952 982.281
 GY2694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2694+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2002
 GY2694
 GY2694  HISTORY     - Date     Condition        Report By
 GY2694  HISTORY     - 1952     MONUMENTED       CGS
 GY2694  HISTORY     - 1957     GOOD             NGS
 GY2694  HISTORY     - 20020329 GOOD             KYDT
 GY2694
 GY2694                          STATION DESCRIPTION
 GY2694
 GY2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2694'1.8 MI SE FROM BRIGHTSHADE.
 GY2694'ABOUT 1.75 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST
 GY2694'OFFICE AT BRIGHTSHADE, ABOUT 0.5 MILE NORTHWEST OF ASHERS FORK
 GY2694'SCHOOL, IN THE TOP OF THE NORTH END OF THE CONCRETE RAIL FOOTING
 GY2694'OF EAST CONCRETE BANISTER OF A 26-FOOT CONCRETE BRIDGE OVER
 GY2694'ASHERS FORK, 10 FEET EAST OF CENTER LINE OF ROAD, 15 FEET
 GY2694'SOUTH OF CENTER LINE OF DIM ROAD EAST AND ABOUT 1 FOOT ABOVE
 GY2694'LEVEL OF ROAD.
 GY2694
 GY2694                          STATION RECOVERY (1957)
 GY2694
 GY2694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2694'RECOVERED IN GOOD CONDITION.
 GY2694
 GY2694                          STATION RECOVERY (2002)
 GY2694
 GY2694'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2694'MARK IS 0.5 FEET SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1748 ***********************************************************************
 GY1748  DESIGNATION -  G 282
 GY1748  PID         -  GY1748
 GY1748  STATE/COUNTY-  KY/JOHNSON
 GY1748  USGS QUAD   -  OIL SPRINGS (1992)
 GY1748
 GY1748                         *CURRENT SURVEY CONTROL
 GY1748  ___________________________________________________________________
 GY1748* NAD 83(1986)-  37 45 54.     (N)    082 56 04.     (W)     SCALED    
 GY1748* NAVD 88     -       243.173  (meters)     797.81   (feet)  ADJUSTED  
 GY1748  ___________________________________________________________________
 GY1748  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GY1748  DYNAMIC HT  -         242.989 (meters)     797.21  (feet)  COMP
 GY1748  MODELED GRAV-     979,867.2   (mgal)                       NAVD 88
 GY1748
 GY1748  VERT ORDER  -  SECOND    CLASS 0
 GY1748
 GY1748.The horizontal coordinates were scaled from a topographic map and have
 GY1748.an estimated accuracy of +/- 6 seconds.
 GY1748
 GY1748.The orthometric height was determined by differential leveling
 GY1748.and adjusted by the National Geodetic Survey in June 1991..
 GY1748
 GY1748.The geoid height was determined by GEOID03.
 GY1748
 GY1748.The dynamic height is computed by dividing the NAVD 88
 GY1748.geopotential number by the normal gravity value computed on the
 GY1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1748.degrees latitude (g = 980.6199 gals.).
 GY1748
 GY1748.The modeled gravity was interpolated from observed gravity values.
 GY1748
 GY1748;                    North         East    Units  Estimated Accuracy
 GY1748;SPC KY1Z     - 1,162,630.    1,748,020.      MT  (+/- 180 meters Scaled)
 GY1748
 GY1748                          SUPERSEDED SURVEY CONTROL
 GY1748
 GY1748  NGVD 29 (??/??/92)  243.37   (m)          798.5    (f) COMPUTED    2 0
 GY1748
 GY1748.Superseded values are not recommended for survey control.
 GY1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1748.See file dsdata.txt to determine how the superseded data were derived.
 GY1748
 GY1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB296815(NAD 83)
 GY1748_MARKER: DB = BENCH MARK DISK
 GY1748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1748_SP_SET: CULVERT
 GY1748_STAMPING: G 282 1952 798.440
 GY1748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1748
 GY1748  HISTORY     - Date     Condition        Report By
 GY1748  HISTORY     - 1952     MONUMENTED       CGS
 GY1748  HISTORY     - 1955     GOOD             NGS
 GY1748
 GY1748                          STATION DESCRIPTION
 GY1748
 GY1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1748'3.2 MI S FROM OIL SPRINGS.
 GY1748'3.15 MILES SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 GY1748'HIGHWAY 460 AND POST OFFICE AT OIL SPRINGS, ABOUT 0.45 MILE NORTH
 GY1748'OF GREEN ROCK SCHOOL, AT THE FOOT OF A STEEP HILL DESCENDING
 GY1748'SOUTHEAST, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 GY1748'HEAD WALL OF A 5-FOOT STONE AND CONCRETE BOX CULVERT, 22 FEET
 GY1748'NORTHEAST OF THE CENTER OF ROAD, 18 FEET SOUTHEAST OF THE CENTER
 GY1748'OF A DRIVE NORTHEAST TO CURTIS MAYS RESIDENCE, 5.5 FEET BELOW
 GY1748'THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1505 ***********************************************************************
 GY1505  DESIGNATION -  G 283 RESET 1952
 GY1505  PID         -  GY1505
 GY1505  STATE/COUNTY-  KY/FLOYD
 GY1505  USGS QUAD   -  MARTIN (1992)
 GY1505
 GY1505                         *CURRENT SURVEY CONTROL
 GY1505  ___________________________________________________________________
 GY1505* NAD 83(1986)-  37 37 20.     (N)    082 50 27.     (W)     SCALED    
 GY1505* NAVD 88     -       205.490  (meters)     674.18   (feet)  ADJUSTED  
 GY1505  ___________________________________________________________________
 GY1505  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GY1505  DYNAMIC HT  -         205.333 (meters)     673.66  (feet)  COMP
 GY1505  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 GY1505
 GY1505  VERT ORDER  -  SECOND    CLASS 0
 GY1505
 GY1505.The horizontal coordinates were scaled from a topographic map and have
 GY1505.an estimated accuracy of +/- 6 seconds.
 GY1505
 GY1505.The orthometric height was determined by differential leveling
 GY1505.and adjusted by the National Geodetic Survey in June 1991..
 GY1505
 GY1505.The geoid height was determined by GEOID03.
 GY1505
 GY1505.The dynamic height is computed by dividing the NAVD 88
 GY1505.geopotential number by the normal gravity value computed on the
 GY1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1505.degrees latitude (g = 980.6199 gals.).
 GY1505
 GY1505.The modeled gravity was interpolated from observed gravity values.
 GY1505
 GY1505;                    North         East    Units  Estimated Accuracy
 GY1505;SPC KY1Z     - 1,147,050.    1,756,760.      MT  (+/- 180 meters Scaled)
 GY1505
 GY1505                          SUPERSEDED SURVEY CONTROL
 GY1505
 GY1505  NGVD 29 (??/??/92)  205.684  (m)          674.81   (f) ADJ UNCH    2 0
 GY1505
 GY1505.Superseded values are not recommended for survey control.
 GY1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1505.See file dsdata.txt to determine how the superseded data were derived.
 GY1505
 GY1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB375654(NAD 83)
 GY1505_MARKER: DB = BENCH MARK DISK
 GY1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1505_STAMPING: G 283 RESET 1952 674.815
 GY1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1505+STABILITY: SURFACE MOTION
 GY1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1505+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2001
 GY1505
 GY1505  HISTORY     - Date     Condition        Report By
 GY1505  HISTORY     - 1952     MONUMENTED       CGS
 GY1505  HISTORY     - 1956     GOOD             NGS
 GY1505  HISTORY     - 20010613 GOOD             KYDT
 GY1505
 GY1505                          STATION DESCRIPTION
 GY1505
 GY1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1505'5.8 MI SW FROM PRESTONSBURG.
 GY1505'2.85 MILES SOUTHWEST ALONG STATE HIGHWAY 114 FROM THE CHESAPEAKE
 GY1505'AND OHIO RAILROAD STATION AT PRESTONSBURG, THENCE 3.0 MILES
 GY1505'SOUTHWEST ALONG STATE HIGHWAY 404, 1.15 MILES SOUTHWEST OF SAM
 GY1505'HALE SCHOOL, 52 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 178
 GY1505'FEET EAST SOUTHEAST AND ACROSS A DRIVE FROM THE SOUTHEAST
 GY1505'CORNER OF THE HENRY HALE HOME, 35 FEET NORTH NORTHWEST OF EAST END
 GY1505'OF A 14-INCH PIPE CULVERT FOR DRIVE, 18 FEET NORTHEAST OF THE
 GY1505'CENTER OF DRIVE, 16 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT
 GY1505'SOUTHWEST OF A FENCE LINE, 1.5 FEET SOUTHEAST OF A WHITE
 GY1505'WITNESS POST, ABOUT 3.5 FEET ABOVE LEVEL OF HIGHWAY, AND SET IN
 GY1505'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GY1505
 GY1505                          STATION RECOVERY (2001)
 GY1505
 GY1505'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1490 ***********************************************************************
 GY1490  DESIGNATION -  G 284
 GY1490  PID         -  GY1490
 GY1490  STATE/COUNTY-  KY/FLOYD
 GY1490  USGS QUAD   -  IVYTON (1992)
 GY1490
 GY1490                         *CURRENT SURVEY CONTROL
 GY1490  ___________________________________________________________________
 GY1490* NAD 83(1986)-  37 39 49.     (N)    082 53 22.     (W)     SCALED    
 GY1490* NAVD 88     -       210.079  (meters)     689.23   (feet)  ADJUSTED  
 GY1490  ___________________________________________________________________
 GY1490  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GY1490  DYNAMIC HT  -         209.919 (meters)     688.71  (feet)  COMP
 GY1490  MODELED GRAV-     979,862.2   (mgal)                       NAVD 88
 GY1490
 GY1490  VERT ORDER  -  SECOND    CLASS 0
 GY1490
 GY1490.The horizontal coordinates were scaled from a topographic map and have
 GY1490.an estimated accuracy of +/- 6 seconds.
 GY1490
 GY1490.The orthometric height was determined by differential leveling
 GY1490.and adjusted by the National Geodetic Survey in June 1991..
 GY1490
 GY1490.The geoid height was determined by GEOID03.
 GY1490
 GY1490.The dynamic height is computed by dividing the NAVD 88
 GY1490.geopotential number by the normal gravity value computed on the
 GY1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1490.degrees latitude (g = 980.6199 gals.).
 GY1490
 GY1490.The modeled gravity was interpolated from observed gravity values.
 GY1490
 GY1490;                    North         East    Units  Estimated Accuracy
 GY1490;SPC KY1Z     - 1,151,510.    1,752,330.      MT  (+/- 180 meters Scaled)
 GY1490
 GY1490                          SUPERSEDED SURVEY CONTROL
 GY1490
 GY1490  NGVD 29 (??/??/92)  210.274  (m)          689.87   (f) ADJ UNCH    2 0
 GY1490
 GY1490.Superseded values are not recommended for survey control.
 GY1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1490.See file dsdata.txt to determine how the superseded data were derived.
 GY1490
 GY1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB333701(NAD 83)
 GY1490_MARKER: DB = BENCH MARK DISK
 GY1490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1490_SP_SET: CULVERT
 GY1490_STAMPING: G 284 1952 689.874
 GY1490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1490
 GY1490  HISTORY     - Date     Condition        Report By
 GY1490  HISTORY     - 1952     MONUMENTED       CGS
 GY1490  HISTORY     - 1955     GOOD             NGS
 GY1490
 GY1490                          STATION DESCRIPTION
 GY1490
 GY1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1490'2.4 MI NW FROM DOTSON.
 GY1490'2.45 MILES NORTHWEST ALONG STATE HIGHWAY 114 FROM THE PENTECOSTAL
 GY1490'CHURCH AT DOTSON, 0.55 MILE SOUTHEAST OF THE POST OFFICE AT
 GY1490'BRAINARD, ABOUT 50 YARDS WEST OF A CURVE WITH TANGENTS EXTENDING
 GY1490'WEST AND SOUTHEAST, SET IN THE TOP OF THE EAST END OF THE NORTH
 GY1490'HEAD WALL OF A 5-FOOT CONCRETE AND STONE CULVERT, 18 FEET NORTH
 GY1490'OF CENTER LINE OF HIGHWAY, 24 FEET EAST OF THE CENTER OF DRIVE
 GY1490'NORTH TO THE GEORGE ADAMS HOME, 24 FEET WEST OF THE CENTER OF
 GY1490'DRIVE NORTH TO THE SHERMAN ADAMS HOME, ABOUT 1.5 FEET BELOW THE
 GY1490'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2344 ***********************************************************************
 GY2344  DESIGNATION -  G 285
 GY2344  PID         -  GY2344
 GY2344  STATE/COUNTY-  KY/LESLIE
 GY2344  USGS QUAD   -  HYDEN WEST (1980)
 GY2344
 GY2344                         *CURRENT SURVEY CONTROL
 GY2344  ___________________________________________________________________
 GY2344* NAD 83(1986)-  37 08 41.     (N)    083 22 57.     (W)     SCALED    
 GY2344* NAVD 88     -       262.473  (meters)     861.13   (feet)  ADJUSTED  
 GY2344  ___________________________________________________________________
 GY2344  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GY2344  DYNAMIC HT  -         262.263 (meters)     860.44  (feet)  COMP
 GY2344  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 GY2344
 GY2344  VERT ORDER  -  SECOND    CLASS 0
 GY2344
 GY2344.The horizontal coordinates were scaled from a topographic map and have
 GY2344.an estimated accuracy of +/- 6 seconds.
 GY2344
 GY2344.The orthometric height was determined by differential leveling
 GY2344.and adjusted by the National Geodetic Survey in June 1991..
 GY2344
 GY2344.The geoid height was determined by GEOID03.
 GY2344
 GY2344.The dynamic height is computed by dividing the NAVD 88
 GY2344.geopotential number by the normal gravity value computed on the
 GY2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2344.degrees latitude (g = 980.6199 gals.).
 GY2344
 GY2344.The modeled gravity was interpolated from observed gravity values.
 GY2344
 GY2344;                    North         East    Units  Estimated Accuracy
 GY2344;SPC KY1Z     - 1,092,720.    1,710,310.      MT  (+/- 180 meters Scaled)
 GY2344
 GY2344                          SUPERSEDED SURVEY CONTROL
 GY2344
 GY2344  NGVD 29 (??/??/92)  262.64   (m)          861.7    (f) COMPUTED    2 0
 GY2344
 GY2344.Superseded values are not recommended for survey control.
 GY2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2344.See file dsdata.txt to determine how the superseded data were derived.
 GY2344
 GY2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB884135(NAD 83)
 GY2344_MARKER: DB = BENCH MARK DISK
 GY2344_SETTING: 66 = SET IN ROCK OUTCROP
 GY2344_SP_SET: ROCK CLIFF
 GY2344_STAMPING: G 285 1952 861.678
 GY2344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2344+STABILITY: POSITION/ELEVATION WELL
 GY2344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2344+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1996
 GY2344
 GY2344  HISTORY     - Date     Condition        Report By
 GY2344  HISTORY     - 1952     MONUMENTED       CGS
 GY2344  HISTORY     - 1956     GOOD             NGS
 GY2344  HISTORY     - 19940610 GOOD             KYDT
 GY2344  HISTORY     - 19960626 GOOD             KYDT
 GY2344
 GY2344                          STATION DESCRIPTION
 GY2344
 GY2344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2344'1.5 MI S FROM HYDEN.
 GY2344'1.5 MILES SOUTH ALONG U.S. HIGHWAY 421 FROM THE COURTHOUSE AT
 GY2344'HYDEN, 1.05 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 80
 GY2344'LEADING EAST, SET VERTICALLY IN THE EAST FACE OF A 10-FOOT HIGH
 GY2344'CLIFF, 27 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 GY2344'4-1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GY2344
 GY2344                          STATION RECOVERY (1994)
 GY2344
 GY2344'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY2344'MARK IS 0.1 MILE SOUTH OF ROAD/BRIDGE LEADING EAST TO LESLIE COUNTY
 GY2344'HIGH SCHOOL, 3 FEET ABOVE ROAD.
 GY2344
 GY2344                          STATION RECOVERY (1996)
 GY2344
 GY2344'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2344'ABOUT 0.1 MILE SOUTH OF ROAD, WITH BRIGDE, EAST TO LESLIE COUNTY HIGH
 GY2344'SCHOOL, MARK IS 3 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2365 ***********************************************************************
 GY2365  DESIGNATION -  G 286
 GY2365  PID         -  GY2365
 GY2365  STATE/COUNTY-  KY/LESLIE
 GY2365  USGS QUAD   -  CUTSHIN (1980)
 GY2365
 GY2365                         *CURRENT SURVEY CONTROL
 GY2365  ___________________________________________________________________
 GY2365* NAD 83(1986)-  37 03 16.     (N)    083 16 32.     (W)     SCALED    
 GY2365* NAVD 88     -       450.806  (meters)    1479.02   (feet)  ADJUSTED  
 GY2365  ___________________________________________________________________
 GY2365  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GY2365  DYNAMIC HT  -         450.436 (meters)    1477.81  (feet)  COMP
 GY2365  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 GY2365
 GY2365  VERT ORDER  -  SECOND    CLASS 0
 GY2365
 GY2365.The horizontal coordinates were scaled from a topographic map and have
 GY2365.an estimated accuracy of +/- 6 seconds.
 GY2365
 GY2365.The orthometric height was determined by differential leveling
 GY2365.and adjusted by the National Geodetic Survey in June 1991..
 GY2365
 GY2365.The geoid height was determined by GEOID03.
 GY2365
 GY2365.The dynamic height is computed by dividing the NAVD 88
 GY2365.geopotential number by the normal gravity value computed on the
 GY2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2365.degrees latitude (g = 980.6199 gals.).
 GY2365
 GY2365.The modeled gravity was interpolated from observed gravity values.
 GY2365
 GY2365;                    North         East    Units  Estimated Accuracy
 GY2365;SPC KY1Z     - 1,082,950.    1,720,070.      MT  (+/- 180 meters Scaled)
 GY2365
 GY2365                          SUPERSEDED SURVEY CONTROL
 GY2365
 GY2365  NGVD 29 (??/??/92)  450.961  (m)         1479.53   (f) ADJ UNCH    2 0
 GY2365
 GY2365.Superseded values are not recommended for survey control.
 GY2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2365.See file dsdata.txt to determine how the superseded data were derived.
 GY2365
 GY2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB976033(NAD 83)
 GY2365_MARKER: DB = BENCH MARK DISK
 GY2365_SETTING: 66 = SET IN ROCK OUTCROP
 GY2365_SP_SET: ROCK OUTCROP
 GY2365_STAMPING: G 286 1952 1479.528
 GY2365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2365+STABILITY: POSITION/ELEVATION WELL
 GY2365
 GY2365  HISTORY     - Date     Condition        Report By
 GY2365  HISTORY     - 1952     MONUMENTED       CGS
 GY2365  HISTORY     - 1956     GOOD             NGS
 GY2365
 GY2365                          STATION DESCRIPTION
 GY2365
 GY2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2365'AT CAUSEY.
 GY2365'AT CAUSEY, ABOUT 2.55 YARDS SOUTHEAST ALONG A ROAD FROM BAKER FORK
 GY2365'SCHOOL, ABOUT 0.3 MILE SOUTH OF THE POST OFFICE, 95 FEET NORTHEAST
 GY2365'OF CENTER LINE OF ROAD, SET VERTICALLY ABOUT 1.3 FEET ABOVE GROUND
 GY2365'IN THE ROUGH VERTICAL SOUTH FACE OF A LARGE FLAT OUTCROP OF ROCK,
 GY2365'6 1/2 FEET NORTHWEST OF SOUTHEAST CORNER OF OUTCROP AND ABOUT 20
 GY2365'FEET ABOVE LEVEL OF ROAD.
 GY2365
 GY2365                          STATION RECOVERY (1956)
 GY2365
 GY2365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2308 ***********************************************************************
 GY2308  DESIGNATION -  G 287
 GY2308  PID         -  GY2308
 GY2308  STATE/COUNTY-  KY/LESLIE
 GY2308  USGS QUAD   -  LEATHERWOOD (1954)
 GY2308
 GY2308                         *CURRENT SURVEY CONTROL
 GY2308  ___________________________________________________________________
 GY2308* NAD 83(1986)-  37 02 56.     (N)    083 12 09.     (W)     SCALED    
 GY2308* NAVD 88     -       407.270  (meters)    1336.18   (feet)  ADJUSTED  
 GY2308  ___________________________________________________________________
 GY2308  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GY2308  DYNAMIC HT  -         406.928 (meters)    1335.06  (feet)  COMP
 GY2308  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 GY2308
 GY2308  VERT ORDER  -  SECOND    CLASS 0
 GY2308
 GY2308.The horizontal coordinates were scaled from a topographic map and have
 GY2308.an estimated accuracy of +/- 6 seconds.
 GY2308
 GY2308.The orthometric height was determined by differential leveling
 GY2308.and adjusted by the National Geodetic Survey in June 1991..
 GY2308
 GY2308.The geoid height was determined by GEOID03.
 GY2308
 GY2308.The dynamic height is computed by dividing the NAVD 88
 GY2308.geopotential number by the normal gravity value computed on the
 GY2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2308.degrees latitude (g = 980.6199 gals.).
 GY2308
 GY2308.The modeled gravity was interpolated from observed gravity values.
 GY2308
 GY2308;                    North         East    Units  Estimated Accuracy
 GY2308;SPC KY1Z     - 1,082,510.    1,726,590.      MT  (+/- 180 meters Scaled)
 GY2308
 GY2308                          SUPERSEDED SURVEY CONTROL
 GY2308
 GY2308  NGVD 29 (??/??/92)  407.41   (m)         1336.6    (f) COMPUTED    2 0
 GY2308
 GY2308.Superseded values are not recommended for survey control.
 GY2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2308.See file dsdata.txt to determine how the superseded data were derived.
 GY2308
 GY2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB041025(NAD 83)
 GY2308_MARKER: DB = BENCH MARK DISK
 GY2308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2308_SP_SET: CULVERT
 GY2308_STAMPING: G 287 1952 1336.661
 GY2308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2308
 GY2308  HISTORY     - Date     Condition        Report By
 GY2308  HISTORY     - 1952     MONUMENTED       CGS
 GY2308  HISTORY     - 1956     GOOD             NGS
 GY2308
 GY2308                          STATION DESCRIPTION
 GY2308
 GY2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2308'2.1 MI SE FROM YEADDISS.
 GY2308'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 699 FROM THE POST OFFICE
 GY2308'AT YEADDISS, ABOUT 0.7 MILE SOUTHEAST OF JUNCTION OF A ROAD
 GY2308'SOUTHWEST TO BIG FORK AND CAUSEY, SET IN THE TOP OF THE NORTH
 GY2308'END OF THE WEST HEAD WALL OF A 10-FOOT CONCRETE CULVERT, 65
 GY2308'YARDS SOUTH OF SIDE ROAD SOUTHWEST, 42 YARDS SOUTH OF ROAD EAST
 GY2308'SOUTHEAST, 40 FEET NORTH OF POWER LINE CROSSING HIGHWAY, 30
 GY2308'FEET WEST OF THE CENTER OF ROAD, AND 12 FEET BELOW LEVEL OF
 GY2308'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2079 ***********************************************************************
 GY2079  DESIGNATION -  G 288
 GY2079  PID         -  GY2079
 GY2079  STATE/COUNTY-  KY/BREATHITT
 GY2079  USGS QUAD   -  HADDIX (1972)
 GY2079
 GY2079                         *CURRENT SURVEY CONTROL
 GY2079  ___________________________________________________________________
 GY2079* NAD 83(1986)-  37 27 20.     (N)    083 15 07.     (W)     SCALED    
 GY2079* NAVD 88     -       239.640  (meters)     786.22   (feet)  ADJUSTED  
 GY2079  ___________________________________________________________________
 GY2079  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GY2079  DYNAMIC HT  -         239.457 (meters)     785.62  (feet)  COMP
 GY2079  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 GY2079
 GY2079  VERT ORDER  -  SECOND    CLASS 0
 GY2079
 GY2079.The horizontal coordinates were scaled from a topographic map and have
 GY2079.an estimated accuracy of +/- 6 seconds.
 GY2079
 GY2079.The orthometric height was determined by differential leveling
 GY2079.and adjusted by the National Geodetic Survey in June 1991..
 GY2079
 GY2079.The geoid height was determined by GEOID03.
 GY2079
 GY2079.The dynamic height is computed by dividing the NAVD 88
 GY2079.geopotential number by the normal gravity value computed on the
 GY2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2079.degrees latitude (g = 980.6199 gals.).
 GY2079
 GY2079.The modeled gravity was interpolated from observed gravity values.
 GY2079
 GY2079;                    North         East    Units  Estimated Accuracy
 GY2079;SPC KY1Z     - 1,127,510.    1,720,980.      MT  (+/- 180 meters Scaled)
 GY2079
 GY2079                          SUPERSEDED SURVEY CONTROL
 GY2079
 GY2079  NGVD 29 (??/??/92)  239.804  (m)          786.76   (f) ADJ UNCH    2 0
 GY2079
 GY2079.Superseded values are not recommended for survey control.
 GY2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2079.See file dsdata.txt to determine how the superseded data were derived.
 GY2079
 GY2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB008477(NAD 83)
 GY2079_MARKER: DB = BENCH MARK DISK
 GY2079_SETTING: 66 = SET IN ROCK OUTCROP
 GY2079_SP_SET: ROCK CUT
 GY2079_STAMPING: G 288 1952 786.757
 GY2079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2079+STABILITY: POSITION/ELEVATION WELL
 GY2079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2079+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1996
 GY2079
 GY2079  HISTORY     - Date     Condition        Report By
 GY2079  HISTORY     - 1952     MONUMENTED       CGS
 GY2079  HISTORY     - 1956     GOOD             NGS
 GY2079  HISTORY     - 19961204 GOOD             KYDT
 GY2079
 GY2079                          STATION DESCRIPTION
 GY2079
 GY2079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2079'1 MI SE FROM HARDSHELL.
 GY2079'0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 15 FROM CANEY SCHOOL AT
 GY2079'HARDSHELL, SET VERTICALLY IN THE ROUNDED EAST FACE OF A 12-FOOT
 GY2079'HIGH CUT, 24 FEET WEST OF THE CENTER LINE OF HIGHWAY, 17 FEET
 GY2079'NORTHWEST OF NORTH END OF WEST HEAD WALL OF A PIPE CULVERT,
 GY2079'ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 GY2079
 GY2079                          STATION RECOVERY (1996)
 GY2079
 GY2079'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2079'ROAD NOW KY 486.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2292 ***********************************************************************
 GY2292  DESIGNATION -  G 289
 GY2292  PID         -  GY2292
 GY2292  STATE/COUNTY-  KY/PERRY
 GY2292  USGS QUAD   -  TILFORD (1976)
 GY2292
 GY2292                         *CURRENT SURVEY CONTROL
 GY2292  ___________________________________________________________________
 GY2292* NAD 83(1986)-  37 01 12.     (N)    083 03 19.     (W)     SCALED    
 GY2292* NAVD 88     -       634.184  (meters)    2080.65   (feet)  ADJUSTED  
 GY2292  ___________________________________________________________________
 GY2292  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GY2292  DYNAMIC HT  -         633.654 (meters)    2078.91  (feet)  COMP
 GY2292  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 GY2292
 GY2292  VERT ORDER  -  SECOND    CLASS 0
 GY2292
 GY2292.The horizontal coordinates were scaled from a topographic map and have
 GY2292.an estimated accuracy of +/- 6 seconds.
 GY2292
 GY2292.The orthometric height was determined by differential leveling
 GY2292.and adjusted by the National Geodetic Survey in June 1991..
 GY2292
 GY2292.The geoid height was determined by GEOID03.
 GY2292
 GY2292.The dynamic height is computed by dividing the NAVD 88
 GY2292.geopotential number by the normal gravity value computed on the
 GY2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2292.degrees latitude (g = 980.6199 gals.).
 GY2292
 GY2292.The modeled gravity was interpolated from observed gravity values.
 GY2292
 GY2292;                    North         East    Units  Estimated Accuracy
 GY2292;SPC KY1Z     - 1,079,670.    1,739,770.      MT  (+/- 180 meters Scaled)
 GY2292
 GY2292                          SUPERSEDED SURVEY CONTROL
 GY2292
 GY2292  NGVD 29 (??/??/92)  634.327  (m)         2081.12   (f) ADJ UNCH    2 0
 GY2292
 GY2292.Superseded values are not recommended for survey control.
 GY2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2292.See file dsdata.txt to determine how the superseded data were derived.
 GY2292
 GY2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA171990(NAD 83)
 GY2292_MARKER: DB = BENCH MARK DISK
 GY2292_SETTING: 66 = SET IN ROCK OUTCROP
 GY2292_SP_SET: ROCK CUT
 GY2292_STAMPING: G 289 1952 2081.121
 GY2292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2292+STABILITY: POSITION/ELEVATION WELL
 GY2292
 GY2292  HISTORY     - Date     Condition        Report By
 GY2292  HISTORY     - 1952     MONUMENTED       CGS
 GY2292  HISTORY     - 1975     GOOD             LOCENG
 GY2292
 GY2292                          STATION DESCRIPTION
 GY2292
 GY2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2292'2.6 MI SE FROM DELPHIA.
 GY2292'ABOUT 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 463 FROM THE POST
 GY2292'OFFICE AND SCHOOL AT DELPHIA, ABOUT 3.3 MILES NORTH OF POST
 GY2292'OFFICE AND JUNCTION OF STATE HIGHWAY 160 AT GORDON, ABOUT 50
 GY2292'YARDS SOUTHWEST OF THE TOP OF A GRADE AND DEEP THRU ROCK CUT WHICH
 GY2292'IS APPROXIMATELY THE LETCHER-PERRY COUNTY LINE, 28 FEET EAST OF
 GY2292'CENTER LINE OF HIGHWAY, 60 FEET NORTH OF EAST END OF A PIPE
 GY2292'CULVERT WITH RIGHT ANGLE SHAPED CONCRETE CATCH BASIN, SET VERTICALLY
 GY2292'IN THE WEST FACE OF SMOOTH PART OF A ROUGH ROCK CUT AND ABOUT
 GY2292'2 FEET ABOVE LEVEL OF HIGHWAY.
 GY2292
 GY2292                          STATION RECOVERY (1975)
 GY2292
 GY2292'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 GY2292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0566 ***********************************************************************
 HZ0566  DESIGNATION -  G 29
 HZ0566  PID         -  HZ0566
 HZ0566  STATE/COUNTY-  KY/GALLATIN
 HZ0566  USGS QUAD   -  FLORENCE (1994)
 HZ0566
 HZ0566                         *CURRENT SURVEY CONTROL
 HZ0566  ___________________________________________________________________
 HZ0566* NAD 83(1986)-  38 45 17.     (N)    084 54 48.     (W)     SCALED    
 HZ0566* NAVD 88     -       153.107  (meters)     502.32   (feet)  ADJUSTED  
 HZ0566  ___________________________________________________________________
 HZ0566  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0566  DYNAMIC HT  -         153.010 (meters)     502.00  (feet)  COMP
 HZ0566  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 HZ0566
 HZ0566  VERT ORDER  -  SECOND    CLASS 0
 HZ0566
 HZ0566.The horizontal coordinates were scaled from a topographic map and have
 HZ0566.an estimated accuracy of +/- 6 seconds.
 HZ0566
 HZ0566.The orthometric height was determined by differential leveling
 HZ0566.and adjusted by the National Geodetic Survey in June 1991..
 HZ0566
 HZ0566.The geoid height was determined by GEOID03.
 HZ0566
 HZ0566.The dynamic height is computed by dividing the NAVD 88
 HZ0566.geopotential number by the normal gravity value computed on the
 HZ0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0566.degrees latitude (g = 980.6199 gals.).
 HZ0566
 HZ0566.The modeled gravity was interpolated from observed gravity values.
 HZ0566
 HZ0566;                    North         East    Units  Estimated Accuracy
 HZ0566;SPC KY1Z     - 1,269,070.    1,572,730.      MT  (+/- 180 meters Scaled)
 HZ0566
 HZ0566                          SUPERSEDED SURVEY CONTROL
 HZ0566
 HZ0566  NGVD 29 (??/??/92)  153.301  (m)          502.95   (f) ADJ UNCH    2 0
 HZ0566
 HZ0566.Superseded values are not recommended for survey control.
 HZ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0566.See file dsdata.txt to determine how the superseded data were derived.
 HZ0566
 HZ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH813916(NAD 83)
 HZ0566_MARKER: DB = BENCH MARK DISK
 HZ0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0566_STAMPING: G 29 1934
 HZ0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0566+STABILITY: SURFACE MOTION
 HZ0566
 HZ0566  HISTORY     - Date     Condition        Report By
 HZ0566  HISTORY     - 1934     MONUMENTED       CGS
 HZ0566  HISTORY     - 1938     GOOD             NGS
 HZ0566  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 HZ0566
 HZ0566                          STATION DESCRIPTION
 HZ0566
 HZ0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HZ0566'2.4 MI S FROM WARSAW.
 HZ0566'2.4 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE COUNTY COURTHOUSE
 HZ0566'AT WARSAW, GALLATIN COUNTY, ABOUT 400 FEET WEST OF THE R.E.
 HZ0566'WHEELER HOUSE, 200 FEET SOUTH OF THE CENTER OF THE CROSSING OF
 HZ0566'A DIRT ROAD, 26 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 13.3
 HZ0566'FEET WEST OF POLE GA 394, ONE FOOT EAST OF THE FENCE LINE, AND
 HZ0566'ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 HZ0566'G 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HZ0566
 HZ0566                          STATION RECOVERY (1990)
 HZ0566
 HZ0566'RECOVERY NOTE BY US POWER SQUADRON 1990 (TL)
 HZ0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1464 ***********************************************************************
 GA1464  DESIGNATION -  G 290
 GA1464  PID         -  GA1464
 GA1464  STATE/COUNTY-  KY/HARLAN
 GA1464  USGS QUAD   -  HARLAN (1978)
 GA1464
 GA1464                         *CURRENT SURVEY CONTROL
 GA1464  ___________________________________________________________________
 GA1464* NAD 83(1986)-  36 50 49.     (N)    083 21 22.     (W)     SCALED    
 GA1464* NAVD 88     -       355.947  (meters)    1167.80   (feet)  ADJUSTED  
 GA1464  ___________________________________________________________________
 GA1464  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA1464  DYNAMIC HT  -         355.643 (meters)    1166.81  (feet)  COMP
 GA1464  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GA1464
 GA1464  VERT ORDER  -  SECOND    CLASS 0
 GA1464
 GA1464.The horizontal coordinates were scaled from a topographic map and have
 GA1464.an estimated accuracy of +/- 6 seconds.
 GA1464
 GA1464.The orthometric height was determined by differential leveling
 GA1464.and adjusted by the National Geodetic Survey in June 1991..
 GA1464
 GA1464.The geoid height was determined by GEOID03.
 GA1464
 GA1464.The dynamic height is computed by dividing the NAVD 88
 GA1464.geopotential number by the normal gravity value computed on the
 GA1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1464.degrees latitude (g = 980.6199 gals.).
 GA1464
 GA1464.The modeled gravity was interpolated from observed gravity values.
 GA1464
 GA1464;                    North         East    Units  Estimated Accuracy
 GA1464;SPC KY1Z     - 1,059,740.    1,713,500.      MT  (+/- 180 meters Scaled)
 GA1464
 GA1464                          SUPERSEDED SURVEY CONTROL
 GA1464
 GA1464  NGVD 29 (??/??/92)  356.095  (m)         1168.29   (f) ADJ UNCH    2 0
 GA1464
 GA1464.Superseded values are not recommended for survey control.
 GA1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1464.See file dsdata.txt to determine how the superseded data were derived.
 GA1464
 GA1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA899804(NAD 83)
 GA1464_MARKER: DB = BENCH MARK DISK
 GA1464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1464_SP_SET: BRIDGE
 GA1464_STAMPING: G 290 1952 1168.288
 GA1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1464
 GA1464  HISTORY     - Date     Condition        Report By
 GA1464  HISTORY     - 1952     MONUMENTED       CGS
 GA1464  HISTORY     - 1956     GOOD             NGS
 GA1464  HISTORY     - 20010516 MARK NOT FOUND   KYDT
 GA1464
 GA1464                          STATION DESCRIPTION
 GA1464
 GA1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1464'AT LOYALL.
 GA1464'AT LOYALL, ALONG U.S. HIGHWAY 119, ABOUT 100 YARDS EAST OF CROSSING
 GA1464'OF HIGHWAY AND THE LOUISVILLE AND NASHVILLE RAILROAD, IN THE TOP
 GA1464'OF THE SOUTH END OF THE WEST ABUTMENT OF A CONCRETE PEDESTRAIN
 GA1464'BRIDGE WHICH IS PARALLEL TO AND ALONG NORTH SIDE OF HIGHWAY BRIDGE
 GA1464'OVER CUMBERLAND RIVER, 19 FEET NORTH OF CENTER LINE OF HIGHWAY,
 GA1464'27 FEET NORTHWEST OF NORTHWEST CORNER OF HIGHWAY BRIDGE, 9 FEET
 GA1464'SOUTH OF CENTER OF PEDESTRAIN BRIDGE AND ABOUT 2 FEET ABOVE
 GA1464'LEVEL OF HIGHWAY.
 GA1464
 GA1464                          STATION RECOVERY (1956)
 GA1464
 GA1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1464'RECOVERED IN GOOD CONDITION.
 GA1464
 GA1464                          STATION RECOVERY (2001)
 GA1464
 GA1464'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1464'LOCATION NOW UNDER NEW KY 840 BUILT DURING RECENT U.S. ARMY CORP OF
 GA1464'ENGINEERS ROAD/RIVER REROUTING PROJECT, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1733 ***********************************************************************
 GA1733  DESIGNATION -  G 291
 GA1733  PID         -  GA1733
 GA1733  STATE/COUNTY-  KY/HARLAN
 GA1733  USGS QUAD   -  HARLAN (1978)
 GA1733
 GA1733                         *CURRENT SURVEY CONTROL
 GA1733  ___________________________________________________________________
 GA1733* NAD 83(1986)-  36 45 17.     (N)    083 20 40.     (W)     SCALED    
 GA1733* NAVD 88     -       446.688  (meters)    1465.51   (feet)  ADJUSTED  
 GA1733  ___________________________________________________________________
 GA1733  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA1733  DYNAMIC HT  -         446.289 (meters)    1464.20  (feet)  COMP
 GA1733  MODELED GRAV-     979,725.4   (mgal)                       NAVD 88
 GA1733
 GA1733  VERT ORDER  -  SECOND    CLASS 0
 GA1733
 GA1733.The horizontal coordinates were scaled from a topographic map and have
 GA1733.an estimated accuracy of +/- 6 seconds.
 GA1733
 GA1733.The orthometric height was determined by differential leveling
 GA1733.and adjusted by the National Geodetic Survey in June 1991..
 GA1733
 GA1733.The geoid height was determined by GEOID03.
 GA1733
 GA1733.The dynamic height is computed by dividing the NAVD 88
 GA1733.geopotential number by the normal gravity value computed on the
 GA1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1733.degrees latitude (g = 980.6199 gals.).
 GA1733
 GA1733.The modeled gravity was interpolated from observed gravity values.
 GA1733
 GA1733;                    North         East    Units  Estimated Accuracy
 GA1733;SPC KY1Z     - 1,049,540.    1,714,810.      MT  (+/- 180 meters Scaled)
 GA1733
 GA1733                          SUPERSEDED SURVEY CONTROL
 GA1733
 GA1733  NGVD 29 (??/??/92)  446.817  (m)         1465.93   (f) ADJ UNCH    2 0
 GA1733
 GA1733.Superseded values are not recommended for survey control.
 GA1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1733.See file dsdata.txt to determine how the superseded data were derived.
 GA1733
 GA1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA907702(NAD 83)
 GA1733_MARKER: DB = BENCH MARK DISK
 GA1733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1733_SP_SET: ABUTMENT
 GA1733_STAMPING: G 291 1952 1465.932
 GA1733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1733+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 GA1733
 GA1733  HISTORY     - Date     Condition        Report By
 GA1733  HISTORY     - 1952     MONUMENTED       CGS
 GA1733  HISTORY     - 1956     GOOD             NGS
 GA1733  HISTORY     - 20010515 GOOD             KYDT
 GA1733
 GA1733                          STATION DESCRIPTION
 GA1733
 GA1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1733'0.2 MI NE FROM LIGGETT.
 GA1733'AT LIGGETT, ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 72
 GA1733'FROM THE SCHOOL, ABOUT 0.15 MILE NORTHEAST OF JUNCTION OF A
 GA1733'ROAD SOUTHEAST TO LIGGETT MINE, IN THE TOP OF THE SOUTHEAST END
 GA1733'OF THE SOUTHWEST MAIN ABUTMENT OF A 75-FOOT BRIDGE OVER CATRON
 GA1733'CREEK, 12 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 2 FEET
 GA1733'NORTHWEST OF SOUTHEAST END OF ABUTMENT AND ABOUT 2 1/2 FEET BELOW
 GA1733'LEVEL OF HIGHWAY.
 GA1733
 GA1733                          STATION RECOVERY (1956)
 GA1733
 GA1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1733'RECOVERED IN GOOD CONDITION.
 GA1733
 GA1733                          STATION RECOVERY (2001)
 GA1733
 GA1733'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1397 ***********************************************************************
 GY1397  DESIGNATION -  G 292
 GY1397  PID         -  GY1397
 GY1397  STATE/COUNTY-  KY/JOHNSON
 GY1397  USGS QUAD   -  PAINTSVILLE (1992)
 GY1397
 GY1397                         *CURRENT SURVEY CONTROL
 GY1397  ___________________________________________________________________
 GY1397* NAD 83(1986)-  37 52 03.     (N)    082 52 06.     (W)     SCALED    
 GY1397* NAVD 88     -       203.797  (meters)     668.62   (feet)  ADJUSTED  
 GY1397  ___________________________________________________________________
 GY1397  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 GY1397  DYNAMIC HT  -         203.646 (meters)     668.13  (feet)  COMP
 GY1397  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 GY1397
 GY1397  VERT ORDER  -  SECOND    CLASS 0
 GY1397
 GY1397.The horizontal coordinates were scaled from a topographic map and have
 GY1397.an estimated accuracy of +/- 6 seconds.
 GY1397
 GY1397.The orthometric height was determined by differential leveling
 GY1397.and adjusted by the National Geodetic Survey in June 1991..
 GY1397
 GY1397.The geoid height was determined by GEOID03.
 GY1397
 GY1397.The dynamic height is computed by dividing the NAVD 88
 GY1397.geopotential number by the normal gravity value computed on the
 GY1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1397.degrees latitude (g = 980.6199 gals.).
 GY1397
 GY1397.The modeled gravity was interpolated from observed gravity values.
 GY1397
 GY1397;                    North         East    Units  Estimated Accuracy
 GY1397;SPC KY1Z     - 1,174,180.    1,753,490.      MT  (+/- 180 meters Scaled)
 GY1397
 GY1397                          SUPERSEDED SURVEY CONTROL
 GY1397
 GY1397  NGVD 29 (??/??/92)  203.996  (m)          669.28   (f) ADJ UNCH    2 0
 GY1397
 GY1397.Superseded values are not recommended for survey control.
 GY1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1397.See file dsdata.txt to determine how the superseded data were derived.
 GY1397
 GY1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB356927(NAD 83)
 GY1397_MARKER: DB = BENCH MARK DISK
 GY1397_SETTING: 66 = SET IN ROCK OUTCROP
 GY1397_SP_SET: ROCK OUTCROP
 GY1397_STAMPING: G 292 1952 669.277
 GY1397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1397+STABILITY: POSITION/ELEVATION WELL
 GY1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1397+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GY1397
 GY1397  HISTORY     - Date     Condition        Report By
 GY1397  HISTORY     - 1952     MONUMENTED       CGS
 GY1397  HISTORY     - 1955     GOOD             NGS
 GY1397  HISTORY     - 20020806 GOOD             KYDT
 GY1397
 GY1397                          STATION DESCRIPTION
 GY1397
 GY1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1397'2.8 MI N FROM STAFFORDSVILLE.
 GY1397'2.75 MILES NORTH ALONG STATE HIGHWAY 172 FROM THE JUNCTION OF
 GY1397'U.S. HIGHWAY 460 AT THE WEST EDGE OF STAFFORDSVILLE, 0.45 MILE
 GY1397'SOUTHEAST OF JUNCTION OF A ROAD LEADING SOUTHWEST AT VOLGA, ON
 GY1397'THE INSIDE AND AT THE SOUTHEAST END OF A CURVE WITH TANGENTS
 GY1397'EXTENDING SOUTHEAST AND WEST, IN THE TOP OF THE WEST EDGE OF THE
 GY1397'TOP PORTION OF A LARGE OUTCROP OF ROCK, 37 FEET SOUTHWEST OF THE
 GY1397'CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF THE SOUTH END OF
 GY1397'ROCK, 1 FOOT BELOW LEVEL OF HIGHWAY.
 GY1397
 GY1397                          STATION RECOVERY (2002)
 GY1397
 GY1397'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1879 ***********************************************************************
 GY1879  DESIGNATION -  G 293
 GY1879  PID         -  GY1879
 GY1879  STATE/COUNTY-  KY/MAGOFFIN
 GY1879  USGS QUAD   -  SALYERSVILLE NORTH (1992)
 GY1879
 GY1879                         *CURRENT SURVEY CONTROL
 GY1879  ___________________________________________________________________
 GY1879* NAD 83(1986)-  37 49 57.     (N)    083 00 44.     (W)     SCALED    
 GY1879* NAVD 88     -       261.978  (meters)     859.51   (feet)  ADJUSTED  
 GY1879  ___________________________________________________________________
 GY1879  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GY1879  DYNAMIC HT  -         261.781 (meters)     858.86  (feet)  COMP
 GY1879  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 GY1879
 GY1879  VERT ORDER  -  SECOND    CLASS 0
 GY1879
 GY1879.The horizontal coordinates were scaled from a topographic map and have
 GY1879.an estimated accuracy of +/- 6 seconds.
 GY1879
 GY1879.The orthometric height was determined by differential leveling
 GY1879.and adjusted by the National Geodetic Survey in June 1991..
 GY1879
 GY1879.The geoid height was determined by GEOID03.
 GY1879
 GY1879.The dynamic height is computed by dividing the NAVD 88
 GY1879.geopotential number by the normal gravity value computed on the
 GY1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1879.degrees latitude (g = 980.6199 gals.).
 GY1879
 GY1879.The modeled gravity was interpolated from observed gravity values.
 GY1879
 GY1879;                    North         East    Units  Estimated Accuracy
 GY1879;SPC KY1Z     - 1,169,920.    1,740,950.      MT  (+/- 180 meters Scaled)
 GY1879
 GY1879                          SUPERSEDED SURVEY CONTROL
 GY1879
 GY1879  NGVD 29 (??/??/92)  262.169  (m)          860.13   (f) ADJ UNCH    2 0
 GY1879
 GY1879.Superseded values are not recommended for survey control.
 GY1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1879.See file dsdata.txt to determine how the superseded data were derived.
 GY1879
 GY1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB229891(NAD 83)
 GY1879_MARKER: DB = BENCH MARK DISK
 GY1879_SETTING: 66 = SET IN ROCK OUTCROP
 GY1879_SP_SET: ROCK CUT
 GY1879_STAMPING: G 293 1952 860.133
 GY1879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1879+STABILITY: POSITION/ELEVATION WELL
 GY1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1879+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1999
 GY1879
 GY1879  HISTORY     - Date     Condition        Report By
 GY1879  HISTORY     - 1952     MONUMENTED       CGS
 GY1879  HISTORY     - 1955     GOOD             NGS
 GY1879  HISTORY     - 19990319 GOOD             KYDT
 GY1879
 GY1879                          STATION DESCRIPTION
 GY1879
 GY1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1879'0.5 MI NW FROM WHEELERSBURG.
 GY1879'0.5 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY1879'A WHEELERSBURG, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GY1879'SOUTHEAST AND NORTHEAST, IN THE EAST FACE OF A LONG ROCK CUT,
 GY1879'27 FEET WEST OF THE CENTER OF THE ROAD, ABOUT 21 YARDS SOUTH OF
 GY1879'CENTER OF A SMALL RAVINE, 2 FEET ABOVE GROUND AND 4 FEET ABOVE
 GY1879'THE LEVEL OF ROAD.
 GY1879
 GY1879                          STATION RECOVERY (1999)
 GY1879
 GY1879'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1607 ***********************************************************************
 GY1607  DESIGNATION -  G 294
 GY1607  PID         -  GY1607
 GY1607  STATE/COUNTY-  KY/PIKE
 GY1607  USGS QUAD   -  THOMAS (1992)
 GY1607
 GY1607                         *CURRENT SURVEY CONTROL
 GY1607  ___________________________________________________________________
 GY1607* NAD 83(1986)-  37 40 00.     (N)    082 35 43.     (W)     SCALED    
 GY1607* NAVD 88     -       200.752  (meters)     658.63   (feet)  ADJUSTED  
 GY1607  ___________________________________________________________________
 GY1607  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GY1607  DYNAMIC HT  -         200.603 (meters)     658.14  (feet)  COMP
 GY1607  MODELED GRAV-     979,881.8   (mgal)                       NAVD 88
 GY1607
 GY1607  VERT ORDER  -  SECOND    CLASS 0
 GY1607
 GY1607.The horizontal coordinates were scaled from a topographic map and have
 GY1607.an estimated accuracy of +/- 6 seconds.
 GY1607
 GY1607.The orthometric height was determined by differential leveling
 GY1607.and adjusted by the National Geodetic Survey in June 1991..
 GY1607
 GY1607.The geoid height was determined by GEOID03.
 GY1607
 GY1607.The dynamic height is computed by dividing the NAVD 88
 GY1607.geopotential number by the normal gravity value computed on the
 GY1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1607.degrees latitude (g = 980.6199 gals.).
 GY1607
 GY1607.The modeled gravity was interpolated from observed gravity values.
 GY1607
 GY1607;                    North         East    Units  Estimated Accuracy
 GY1607;SPC KY1Z     - 1,152,680.    1,778,260.      MT  (+/- 180 meters Scaled)
 GY1607
 GY1607                          SUPERSEDED SURVEY CONTROL
 GY1607
 GY1607  NGVD 29 (??/??/92)  200.959  (m)          659.31   (f) ADJ UNCH    2 0
 GY1607
 GY1607.Superseded values are not recommended for survey control.
 GY1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1607.See file dsdata.txt to determine how the superseded data were derived.
 GY1607
 GY1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB593700(NAD 83)
 GY1607_MARKER: DB = BENCH MARK DISK
 GY1607_SETTING: 66 = SET IN ROCK OUTCROP
 GY1607_SP_SET: ROCK OUTCROP
 GY1607_STAMPING: G 294 1952 659.313
 GY1607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1607+STABILITY: POSITION/ELEVATION WELL
 GY1607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1607+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2001
 GY1607
 GY1607  HISTORY     - Date     Condition        Report By
 GY1607  HISTORY     - 1952     MONUMENTED       CGS
 GY1607  HISTORY     - 1956     GOOD             NGS
 GY1607  HISTORY     - 20010612 GOOD             KYDT
 GY1607
 GY1607                          STATION DESCRIPTION
 GY1607
 GY1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1607'1.2 MI S FROM THOMAS.
 GY1607'1.25 MILES SOUTH ALONG A DIRT ROAD FROM BRIDGE OVER MOUTH OF
 GY1607'BRUSHY CREEK AND ROAD JUNCTION AT THOMAS, 142 YARDS NORTHEAST
 GY1607'OF A SHARP CURVE WITH TANGENTS EXTENDING NORTHWEST AND NORTHEAST
 GY1607'AND JUNCTION OF ROAD LEADING WEST INTO BEVINS BRANCH, 80 FEET
 GY1607'SOUTHEAST AND ACROSS ROAD AND 30 FEET BELOW THE BASE OF 15 FOOT
 GY1607'HIGH ROCK CLIFF, IN THE TOP OF THE SMALLER OF TWO OUTCROPS WHICH
 GY1607'ARE ON THE NORTHWEST BANK OF JOHNS CREEK, (ROCKS ARE KNOWN LOCALLY
 GY1607'AS ALBERT ROCKS) ACROSS JOHNS CREEK FROM ALBERT HOLLOW, 28 FEET
 GY1607'SOUTHEAST OF THE CENTER OF ROAD, 4.5 FEET BELOW LEVEL OF ROAD.
 GY1607
 GY1607                          STATION RECOVERY (2001)
 GY1607
 GY1607'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1587 ***********************************************************************
 GY1587  DESIGNATION -  G 295
 GY1587  PID         -  GY1587
 GY1587  STATE/COUNTY-  KY/PIKE
 GY1587  USGS QUAD   -  THOMAS (1992)
 GY1587
 GY1587                         *CURRENT SURVEY CONTROL
 GY1587  ___________________________________________________________________
 GY1587* NAD 83(1986)-  37 39 22.     (N)    082 32 19.     (W)     SCALED    
 GY1587* NAVD 88     -       209.970  (meters)     688.88   (feet)  ADJUSTED  
 GY1587  ___________________________________________________________________
 GY1587  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GY1587  DYNAMIC HT  -         209.815 (meters)     688.37  (feet)  COMP
 GY1587  MODELED GRAV-     979,885.0   (mgal)                       NAVD 88
 GY1587
 GY1587  VERT ORDER  -  SECOND    CLASS 0
 GY1587
 GY1587.The horizontal coordinates were scaled from a topographic map and have
 GY1587.an estimated accuracy of +/- 6 seconds.
 GY1587
 GY1587.The orthometric height was determined by differential leveling
 GY1587.and adjusted by the National Geodetic Survey in June 1991..
 GY1587
 GY1587.The geoid height was determined by GEOID03.
 GY1587
 GY1587.The dynamic height is computed by dividing the NAVD 88
 GY1587.geopotential number by the normal gravity value computed on the
 GY1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1587.degrees latitude (g = 980.6199 gals.).
 GY1587
 GY1587.The modeled gravity was interpolated from observed gravity values.
 GY1587
 GY1587;                    North         East    Units  Estimated Accuracy
 GY1587;SPC KY1Z     - 1,151,680.    1,783,300.      MT  (+/- 180 meters Scaled)
 GY1587
 GY1587                          SUPERSEDED SURVEY CONTROL
 GY1587
 GY1587  NGVD 29 (??/??/92)  210.181  (m)          689.57   (f) ADJ UNCH    2 0
 GY1587
 GY1587.Superseded values are not recommended for survey control.
 GY1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1587.See file dsdata.txt to determine how the superseded data were derived.
 GY1587
 GY1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB642687(NAD 83)
 GY1587_MARKER: DB = BENCH MARK DISK
 GY1587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1587_SP_SET: BRIDGE
 GY1587_STAMPING: G 295 1952 689.569
 GY1587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1587
 GY1587  HISTORY     - Date     Condition        Report By
 GY1587  HISTORY     - 1952     MONUMENTED       CGS
 GY1587  HISTORY     - 1956     GOOD             NGS
 GY1587
 GY1587                          STATION DESCRIPTION
 GY1587
 GY1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1587'4.2 MI SE FROM THOMAS.
 GY1587'4.15 MILES SOUTHEAST ALONG BRUSHY FORK ROAD FROM THE JUNCTION
 GY1587'OF JOHNS CREEK ROAD AT THOMAS, 5.35 MILES NORTHWEST ALONG BRUSHY
 GY1587'FORK ROAD FROM THE FORKS OF BRUSHY SCHOOL AT HEENON, AT THE
 GY1587'JUNCTION OF A ROAD SOUTH TO GULNARE, 48 FEET SOUTH OF CENTER
 GY1587'OF ROAD, 11 FEET SOUTHEAST OF CENTER OF ROAD SOUTH, SET IN THE
 GY1587'TOP OF THE THIRD STEP DOWN OF THE WING WALL AT SOUTHEAST END
 GY1587'OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE OVER BRUSHY FORK
 GY1587'ON ROAD SOUTH, ABOUT 2 FEET BELOW LEVEL OF JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0480 ***********************************************************************
 GY0480  DESIGNATION -  G 296
 GY0480  PID         -  GY0480
 GY0480  STATE/COUNTY-  KY/PIKE
 GY0480  USGS QUAD   -  WILLIAMSON (1992)
 GY0480
 GY0480                         *CURRENT SURVEY CONTROL
 GY0480  ___________________________________________________________________
 GY0480* NAD 83(1986)-  37 39 14.     (N)    082 22 07.     (W)     SCALED    
 GY0480* NAVD 88     -       213.948  (meters)     701.93   (feet)  ADJUSTED  
 GY0480  ___________________________________________________________________
 GY0480  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GY0480  DYNAMIC HT  -         213.789 (meters)     701.41  (feet)  COMP
 GY0480  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 GY0480
 GY0480  VERT ORDER  -  SECOND    CLASS 0
 GY0480
 GY0480.The horizontal coordinates were scaled from a topographic map and have
 GY0480.an estimated accuracy of +/- 6 seconds.
 GY0480
 GY0480.The orthometric height was determined by differential leveling
 GY0480.and adjusted by the National Geodetic Survey in June 1991..
 GY0480
 GY0480.The geoid height was determined by GEOID03.
 GY0480
 GY0480.The dynamic height is computed by dividing the NAVD 88
 GY0480.geopotential number by the normal gravity value computed on the
 GY0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0480.degrees latitude (g = 980.6199 gals.).
 GY0480
 GY0480.The modeled gravity was interpolated from observed gravity values.
 GY0480
 GY0480;                    North         East    Units  Estimated Accuracy
 GY0480;SPC KY1Z     - 1,151,960.    1,798,300.      MT  (+/- 180 meters Scaled)
 GY0480
 GY0480                          SUPERSEDED SURVEY CONTROL
 GY0480
 GY0480  NGVD 29 (??/??/92)  214.172  (m)          702.66   (f) ADJ UNCH    2 0
 GY0480
 GY0480.Superseded values are not recommended for survey control.
 GY0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0480.See file dsdata.txt to determine how the superseded data were derived.
 GY0480
 GY0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB792682(NAD 83)
 GY0480_MARKER: DB = BENCH MARK DISK
 GY0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0480_SP_SET: CULVERT
 GY0480_STAMPING: G 296 1952 702.663
 GY0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0480+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 GY0480
 GY0480  HISTORY     - Date     Condition        Report By
 GY0480  HISTORY     - 1952     MONUMENTED       CGS
 GY0480  HISTORY     - 1956     GOOD             NGS
 GY0480  HISTORY     - 20010627 GOOD             KYDT
 GY0480
 GY0480                          STATION DESCRIPTION
 GY0480
 GY0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0480'3.2 MI N FROM SIDNEY.
 GY0480'3.15 MILES NORTH ALONG STATE HIGHWAY 468 FROM THE JUNCTION OF U.S.
 GY0480'HIGHWAY 119 AND BEVINS SCHOOL AT SIDNEY, EAST AND ACROSS HIGHWAY
 GY0480'FROM AN ABANDONED SCHOOL BUILDING NOW USED AS DWELLING, 16 FEET
 GY0480'NORTHEAST OF THE CENTER LINE OF HIGHWAY, IN THE TOP AND 4.5
 GY0480'FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 GY0480'HEAD WALL OF A CONCRETE AND STONE CULVERT FOR A SMALL BRANCH,
 GY0480'ABOUT 1.5 FEET BELOW THE LEVEL OF HIGHWAY.
 GY0480
 GY0480                          STATION RECOVERY (2001)
 GY0480
 GY0480'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0480'MARK IS ABOUT 3 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0729 ***********************************************************************
 GY0729  DESIGNATION -  G 297
 GY0729  PID         -  GY0729
 GY0729  STATE/COUNTY-  KY/PIKE
 GY0729  USGS QUAD   -  LICK CREEK (1978)
 GY0729
 GY0729                         *CURRENT SURVEY CONTROL
 GY0729  ___________________________________________________________________
 GY0729* NAD 83(1986)-  37 24 09.     (N)    082 19 27.     (W)     SCALED    
 GY0729* NAVD 88     -       232.668  (meters)     763.34   (feet)  ADJUSTED  
 GY0729  ___________________________________________________________________
 GY0729  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY0729  DYNAMIC HT  -         232.486 (meters)     762.75  (feet)  COMP
 GY0729  MODELED GRAV-     979,844.6   (mgal)                       NAVD 88
 GY0729
 GY0729  VERT ORDER  -  SECOND    CLASS 0
 GY0729
 GY0729.The horizontal coordinates were scaled from a topographic map and have
 GY0729.an estimated accuracy of +/- 6 seconds.
 GY0729
 GY0729.The orthometric height was determined by differential leveling
 GY0729.and adjusted by the National Geodetic Survey in June 1991..
 GY0729
 GY0729.The geoid height was determined by GEOID03.
 GY0729
 GY0729.The dynamic height is computed by dividing the NAVD 88
 GY0729.geopotential number by the normal gravity value computed on the
 GY0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0729.degrees latitude (g = 980.6199 gals.).
 GY0729
 GY0729.The modeled gravity was interpolated from observed gravity values.
 GY0729
 GY0729;                    North         East    Units  Estimated Accuracy
 GY0729;SPC KY1Z     - 1,124,230.    1,803,240.      MT  (+/- 180 meters Scaled)
 GY0729
 GY0729                          SUPERSEDED SURVEY CONTROL
 GY0729
 GY0729  NGVD 29 (??/??/92)  232.870  (m)          764.01   (f) ADJ UNCH    2 0
 GY0729
 GY0729.Superseded values are not recommended for survey control.
 GY0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0729.See file dsdata.txt to determine how the superseded data were derived.
 GY0729
 GY0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB828403(NAD 83)
 GY0729_MARKER: DB = BENCH MARK DISK
 GY0729_SETTING: 66 = SET IN ROCK OUTCROP
 GY0729_SP_SET: ROCK CLIFF
 GY0729_STAMPING: G 297 1952 764.008
 GY0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0729+STABILITY: POSITION/ELEVATION WELL
 GY0729
 GY0729  HISTORY     - Date     Condition        Report By
 GY0729  HISTORY     - 1952     MONUMENTED       CGS
 GY0729  HISTORY     - 1956     GOOD             NGS
 GY0729  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY0729
 GY0729                          STATION DESCRIPTION
 GY0729
 GY0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0729'1.5 MI NW FROM LICK CREEK.
 GY0729'1.0 MILE NORTHWEST ALONG A GRAVEL ROAD FOLLOWING LICK CREEK FROM
 GY0729'THE POST OFFICE AT LICK CREEK, THENCE ABOUT 0.5 MILE WEST ALONG
 GY0729'A GRAVEL ROAD FOLLOWING LEVISA FORK OF BIG SANDY RIVER, 0.4 MILE
 GY0729'NORTHEAST OF SIMMS CREEK SCHOOL, SET VERTICALLY IN THE EAST FACE
 GY0729'OF ROCK CLIFF, 19.5 FEET WEST OF THE WEST RAIL OF A TRACK, 62
 GY0729'FEET WEST AND ACROSS TRACK FROM CENTER OF ROAD, 0.35 MILE SOUTH
 GY0729'OF MILE POST 14, 0.15 MILE NORTH OF CURVE IN TRACK AND ROAD, 74
 GY0729'FEET SOUTHWEST AND ACROSS TRACKS AND ROAD FROM A TELEPHONE POLE
 GY0729'AND ABOUT 2 FEET ABOVE LEVEL OF TRACK.  NOTE-- MARK IS REACHED FROM
 GY0729'PHYLLIS BY GOING 0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 460 FROM
 GY0729'THE POST OFFICE, THENCE SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING
 GY0729'LEVISA FORK OF BIG SANDY RIVER FOR 5.0 MILES.
 GY0729
 GY0729                          STATION RECOVERY (1976)
 GY0729
 GY0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0496 ***********************************************************************
 GY0496  DESIGNATION -  G 298
 GY0496  PID         -  GY0496
 GY0496  STATE/COUNTY-  KY/PIKE
 GY0496  USGS QUAD   -  META (1992)
 GY0496
 GY0496                         *CURRENT SURVEY CONTROL
 GY0496  ___________________________________________________________________
 GY0496* NAD 83(1986)-  37 32 41.     (N)    082 23 42.     (W)     SCALED    
 GY0496* NAVD 88     -       241.213  (meters)     791.38   (feet)  ADJUSTED  
 GY0496  ___________________________________________________________________
 GY0496  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GY0496  DYNAMIC HT  -         241.028 (meters)     790.77  (feet)  COMP
 GY0496  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 GY0496
 GY0496  VERT ORDER  -  SECOND    CLASS 0
 GY0496
 GY0496.The horizontal coordinates were scaled from a topographic map and have
 GY0496.an estimated accuracy of +/- 6 seconds.
 GY0496
 GY0496.The orthometric height was determined by differential leveling
 GY0496.and adjusted by the National Geodetic Survey in June 1991..
 GY0496
 GY0496.The geoid height was determined by GEOID03.
 GY0496
 GY0496.The dynamic height is computed by dividing the NAVD 88
 GY0496.geopotential number by the normal gravity value computed on the
 GY0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0496.degrees latitude (g = 980.6199 gals.).
 GY0496
 GY0496.The modeled gravity was interpolated from observed gravity values.
 GY0496
 GY0496;                    North         East    Units  Estimated Accuracy
 GY0496;SPC KY1Z     - 1,139,770.    1,796,400.      MT  (+/- 180 meters Scaled)
 GY0496
 GY0496                          SUPERSEDED SURVEY CONTROL
 GY0496
 GY0496  NGVD 29 (??/??/92)  241.416  (m)          792.05   (f) ADJ UNCH    2 0
 GY0496
 GY0496.Superseded values are not recommended for survey control.
 GY0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0496.See file dsdata.txt to determine how the superseded data were derived.
 GY0496
 GY0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB767562(NAD 83)
 GY0496_MARKER: DB = BENCH MARK DISK
 GY0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0496_SP_SET: CULVERT
 GY0496_STAMPING: G 298 1952 792.046
 GY0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0496
 GY0496  HISTORY     - Date     Condition        Report By
 GY0496  HISTORY     - 1952     MONUMENTED       CGS
 GY0496  HISTORY     - 1956     GOOD             NGS
 GY0496
 GY0496                          STATION DESCRIPTION
 GY0496
 GY0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0496'4.2 MI SE FROM META.
 GY0496'4.15 MILES SOUTHEAST ALONG STATE HIGHWAY 632 FROM THE JUNCTION
 GY0496'OF U.S. HIGHWAY 119 AT META, 1.0 MILE SOUTH OF LAWSON SCHOOL, SET
 GY0496'IN THE TOP OF THE SOUTHEAST END OF NORTHEAST HEAD WALL OF AN
 GY0496'8-FOOT CONCRETE BOX CULVERT FOR BISCOMS BRANCH, 18 FEET NORTHEAST
 GY0496'OF THE CENTER OF HIGHWAY, 21 FEET NORTHWEST OF CENTER OF DIM ROAD
 GY0496'NORTHEAST ALONG SOUTHEAST BANK OF BRANCH, ABOUT 2 FEET BELOW LEVEL
 GY0496'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0669 ***********************************************************************
 GY0669  DESIGNATION -  G 299
 GY0669  PID         -  GY0669
 GY0669  STATE/COUNTY-  KY/PIKE
 GY0669  USGS QUAD   -  HARMAN (1977)
 GY0669
 GY0669                         *CURRENT SURVEY CONTROL
 GY0669  ___________________________________________________________________
 GY0669* NAD 83(1986)-  37 22 07.     (N)    082 14 49.     (W)     SCALED    
 GY0669* NAVD 88     -       257.498  (meters)     844.81   (feet)  ADJUSTED  
 GY0669  ___________________________________________________________________
 GY0669  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GY0669  DYNAMIC HT  -         257.294 (meters)     844.14  (feet)  COMP
 GY0669  MODELED GRAV-     979,830.5   (mgal)                       NAVD 88
 GY0669
 GY0669  VERT ORDER  -  SECOND    CLASS 0
 GY0669
 GY0669.The horizontal coordinates were scaled from a topographic map and have
 GY0669.an estimated accuracy of +/- 6 seconds.
 GY0669
 GY0669.The orthometric height was determined by differential leveling
 GY0669.and adjusted by the National Geodetic Survey in June 1991..
 GY0669
 GY0669.The geoid height was determined by GEOID03.
 GY0669
 GY0669.The dynamic height is computed by dividing the NAVD 88
 GY0669.geopotential number by the normal gravity value computed on the
 GY0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0669.degrees latitude (g = 980.6199 gals.).
 GY0669
 GY0669.The modeled gravity was interpolated from observed gravity values.
 GY0669
 GY0669;                    North         East    Units  Estimated Accuracy
 GY0669;SPC KY1Z     - 1,120,720.    1,810,210.      MT  (+/- 180 meters Scaled)
 GY0669
 GY0669                          SUPERSEDED SURVEY CONTROL
 GY0669
 GY0669  NGVD 29 (??/??/92)  257.697  (m)          845.46   (f) ADJ UNCH    2 0
 GY0669
 GY0669.Superseded values are not recommended for survey control.
 GY0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0669.See file dsdata.txt to determine how the superseded data were derived.
 GY0669
 GY0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB895364(NAD 83)
 GY0669_MARKER: DB = BENCH MARK DISK
 GY0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0669_SP_SET: CULVERT
 GY0669_STAMPING: G 299 1952 845.461
 GY0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0669
 GY0669  HISTORY     - Date     Condition        Report By
 GY0669  HISTORY     - 1952     MONUMENTED       CGS
 GY0669  HISTORY     - 1956     GOOD             NGS
 GY0669
 GY0669                          STATION DESCRIPTION
 GY0669
 GY0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0669'1.4 MI SE FROM MOUTHCARD.
 GY0669'1.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE BAPTIST
 GY0669'CHURCH AT MOUTHCARD, SET IN THE TOP AND 1 FOOT EAST OF WEST END
 GY0669'OF SOUTH HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT FOR LITTLE
 GY0669'HACKNEY CREEK, 25 FEET SOUTH OF CENTER LINE OF HIGHWAY, 66 FEET
 GY0669'WEST OF CENTER OF A DIRT ROAD SOUTH UP LITTLE HACKNEY CREEK,
 GY0669'AND ABOUT 7 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0957 ***********************************************************************
 HZ0957  DESIGNATION -  G 30
 HZ0957  PID         -  HZ0957
 HZ0957  STATE/COUNTY-  KY/CARROLL
 HZ0957  USGS QUAD   -  WORTHVILLE (1987)
 HZ0957
 HZ0957                         *CURRENT SURVEY CONTROL
 HZ0957  ___________________________________________________________________
 HZ0957* NAD 83(1986)-  38 37 12.     (N)    085 01 56.     (W)     SCALED    
 HZ0957* NAVD 88     -       146.931  (meters)     482.06   (feet)  ADJUSTED  
 HZ0957  ___________________________________________________________________
 HZ0957  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ0957  DYNAMIC HT  -         146.834 (meters)     481.74  (feet)  COMP
 HZ0957  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 HZ0957
 HZ0957  VERT ORDER  -  SECOND    CLASS 0
 HZ0957
 HZ0957.The horizontal coordinates were scaled from a topographic map and have
 HZ0957.an estimated accuracy of +/- 6 seconds.
 HZ0957
 HZ0957.The orthometric height was determined by differential leveling
 HZ0957.and adjusted by the National Geodetic Survey in June 1991..
 HZ0957
 HZ0957.The geoid height was determined by GEOID03.
 HZ0957
 HZ0957.The dynamic height is computed by dividing the NAVD 88
 HZ0957.geopotential number by the normal gravity value computed on the
 HZ0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0957.degrees latitude (g = 980.6199 gals.).
 HZ0957
 HZ0957.The modeled gravity was interpolated from observed gravity values.
 HZ0957
 HZ0957;                    North         East    Units  Estimated Accuracy
 HZ0957;SPC KY1Z     - 1,254,030.    1,562,510.      MT  (+/- 180 meters Scaled)
 HZ0957
 HZ0957                          SUPERSEDED SURVEY CONTROL
 HZ0957
 HZ0957  NGVD 29 (??/??/92)  147.125  (m)          482.69   (f) ADJ UNCH    2 0
 HZ0957
 HZ0957.Superseded values are not recommended for survey control.
 HZ0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0957.See file dsdata.txt to determine how the superseded data were derived.
 HZ0957
 HZ0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH713764(NAD 83)
 HZ0957_MARKER: DB = BENCH MARK DISK
 HZ0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0957_STAMPING: G 30 1934
 HZ0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0957+STABILITY: SURFACE MOTION
 HZ0957
 HZ0957  HISTORY     - Date     Condition        Report By
 HZ0957  HISTORY     - 1934     MONUMENTED       CGS
 HZ0957
 HZ0957                          STATION DESCRIPTION
 HZ0957
 HZ0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ0957'2 MI NE FROM WORTHVILLE.
 HZ0957'2.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0957'FROM THE STATION AT WORTHVILLE, CARROLL COUNTY, 0.5 MILE
 HZ0957'NORTHWEST OF MILEPOST 56, 22 FEET NORTH OF THE NORTH RAIL, 38
 HZ0957'FEET SOUTH OF THE CENTERLINE OF A ROAD, 24 FEET WEST OF THE
 HZ0957'CENTER OF A HEADWALL, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 HZ0957'A STANDARD DISK, STAMPED G 30 1934 AND SET IN THE TOP OF A
 HZ0957'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1571 ***********************************************************************
 GY1571  DESIGNATION -  G 300
 GY1571  PID         -  GY1571
 GY1571  STATE/COUNTY-  KY/FLOYD
 GY1571  USGS QUAD   -  LANCER (1992)
 GY1571
 GY1571                         *CURRENT SURVEY CONTROL
 GY1571  ___________________________________________________________________
 GY1571* NAD 83(1986)-  37 38 04.     (N)    082 39 39.     (W)     SCALED    
 GY1571* NAVD 88     -       200.856  (meters)     658.98   (feet)  ADJUSTED  
 GY1571  ___________________________________________________________________
 GY1571  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GY1571  DYNAMIC HT  -         200.705 (meters)     658.48  (feet)  COMP
 GY1571  MODELED GRAV-     979,873.3   (mgal)                       NAVD 88
 GY1571
 GY1571  VERT ORDER  -  SECOND    CLASS 0
 GY1571
 GY1571.The horizontal coordinates were scaled from a topographic map and have
 GY1571.an estimated accuracy of +/- 6 seconds.
 GY1571
 GY1571.The orthometric height was determined by differential leveling
 GY1571.and adjusted by the National Geodetic Survey in June 1991..
 GY1571
 GY1571.The geoid height was determined by GEOID03.
 GY1571
 GY1571.The dynamic height is computed by dividing the NAVD 88
 GY1571.geopotential number by the normal gravity value computed on the
 GY1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1571.degrees latitude (g = 980.6199 gals.).
 GY1571
 GY1571.The modeled gravity was interpolated from observed gravity values.
 GY1571
 GY1571;                    North         East    Units  Estimated Accuracy
 GY1571;SPC KY1Z     - 1,148,910.    1,772,600.      MT  (+/- 180 meters Scaled)
 GY1571
 GY1571                          SUPERSEDED SURVEY CONTROL
 GY1571
 GY1571  NGVD 29 (??/??/92)  201.059  (m)          659.64   (f) ADJ UNCH    2 0
 GY1571
 GY1571.Superseded values are not recommended for survey control.
 GY1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1571.See file dsdata.txt to determine how the superseded data were derived.
 GY1571
 GY1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB534665(NAD 83)
 GY1571_MARKER: DB = BENCH MARK DISK
 GY1571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1571_SP_SET: BRIDGE
 GY1571_STAMPING: G 300 1952 659.641
 GY1571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1571
 GY1571  HISTORY     - Date     Condition        Report By
 GY1571  HISTORY     - 1952     MONUMENTED       CGS
 GY1571  HISTORY     - 1956     GOOD             NGS
 GY1571  HISTORY     - 1980     MARK NOT FOUND   DOD
 GY1571  HISTORY     - 20011106 MARK NOT FOUND   KYDT
 GY1571
 GY1571                          STATION DESCRIPTION
 GY1571
 GY1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1571'2 MI NE FROM ALVIN.
 GY1571'2.05 MILES NORTHEAST ALONG STATE HIGHWAY 1100 FROM THE JUNCTION
 GY1571'OF U.S. HIGHWAYS 23 AND 460 AT ALVIN, 0.15 MILE SOUTHWEST OF
 GY1571'JUNCTION OF A GRAVEL ROAD EAST, 207 FEET NORTHEAST OF CENTER OF
 GY1571'JUNCTION OF A ROAD EAST, IN THE TOP OF THE SOUTHEAST STONE WING
 GY1571'WALL OF THE SOUTHWEST ABUTMENT OF A 30-FOOT BRIDGE OVER COW CREEK,
 GY1571'ABOUT LEVEL WITH HIGHWAY.
 GY1571
 GY1571                          STATION RECOVERY (1980)
 GY1571
 GY1571'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1571'MARK NOT FOUND.
 GY1571
 GY1571                          STATION RECOVERY (2001)
 GY1571
 GY1571'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1571'ORIGINAL WING WALL PREVIOUSLY MODIFIED FOR BRDGE DECK CONSTRUCTION,
 GY1571'PORTION WITH DISK HAS BEEN CUT BACK, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1638 ***********************************************************************
 GY1638  DESIGNATION -  G 301
 GY1638  PID         -  GY1638
 GY1638  STATE/COUNTY-  KY/JOHNSON
 GY1638  USGS QUAD   -  LANCER (1992)
 GY1638
 GY1638                         *CURRENT SURVEY CONTROL
 GY1638  ___________________________________________________________________
 GY1638* NAD 83(1986)-  37 44 55.     (N)    082 43 21.     (W)     SCALED    
 GY1638* NAVD 88     -       189.744  (meters)     622.52   (feet)  ADJUSTED  
 GY1638  ___________________________________________________________________
 GY1638  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GY1638  DYNAMIC HT  -         189.601 (meters)     622.05  (feet)  COMP
 GY1638  MODELED GRAV-     979,877.8   (mgal)                       NAVD 88
 GY1638
 GY1638  VERT ORDER  -  SECOND    CLASS 0
 GY1638
 GY1638.The horizontal coordinates were scaled from a topographic map and have
 GY1638.an estimated accuracy of +/- 6 seconds.
 GY1638
 GY1638.The orthometric height was determined by differential leveling
 GY1638.and adjusted by the National Geodetic Survey in June 1991..
 GY1638
 GY1638.The geoid height was determined by GEOID03.
 GY1638
 GY1638.The dynamic height is computed by dividing the NAVD 88
 GY1638.geopotential number by the normal gravity value computed on the
 GY1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1638.degrees latitude (g = 980.6199 gals.).
 GY1638
 GY1638.The modeled gravity was interpolated from observed gravity values.
 GY1638
 GY1638;                    North         East    Units  Estimated Accuracy
 GY1638;SPC KY1Z     - 1,161,400.    1,766,750.      MT  (+/- 180 meters Scaled)
 GY1638
 GY1638                          SUPERSEDED SURVEY CONTROL
 GY1638
 GY1638  NGVD 29 (??/??/92)  189.94   (m)          623.2    (f) COMPUTED    2 0
 GY1638
 GY1638.Superseded values are not recommended for survey control.
 GY1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1638.See file dsdata.txt to determine how the superseded data were derived.
 GY1638
 GY1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB482793(NAD 83)
 GY1638_MARKER: DB = BENCH MARK DISK
 GY1638_SETTING: 66 = SET IN ROCK OUTCROP
 GY1638_SP_SET: ROCK CUT
 GY1638_STAMPING: G 301 1952 623.194
 GY1638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1638+STABILITY: POSITION/ELEVATION WELL
 GY1638
 GY1638  HISTORY     - Date     Condition        Report By
 GY1638  HISTORY     - 1952     MONUMENTED       CGS
 GY1638  HISTORY     - 1956     GOOD             NGS
 GY1638  HISTORY     - 20030813 MARK NOT FOUND   KYDT
 GY1638
 GY1638                          STATION DESCRIPTION
 GY1638
 GY1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1638'1 MI NE FROM DEWEY DAM.
 GY1638'1.0 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE NORTHEAST END
 GY1638'OF DEWEY DAM, AT THE JUNCTION OF A ROAD EAST UP DANIELS CREEK,
 GY1638'0.55 MILE WEST OF LOWER DANIELS CREEK SCHOOL, 0.15 MILE NORTHEAST
 GY1638'OF THE MOUTH OF DANIELS CREEK, 98 FEET EAST OF THE CENTER OF
 GY1638'ROAD JUNCTION, 20 FEET EAST OF CENTER LINE OF ROAD, 18 FEET NORTH
 GY1638'OF CENTER OF ROAD EAST, SET IN THE TOP OF A SANDSTONE LEDGE AT
 GY1638'THE CORNER OF A CUT, ABOUT LEVEL WITH JUNCTION.
 GY1638
 GY1638                          STATION RECOVERY (2003)
 GY1638
 GY1638'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GY1638'THIS LOCATION IS JUST NORTH OF OVERPASS FOR KY 3 BUILT IN 1987, MARK
 GY1638'POSSIBLY TORN OUT OR BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1379 ***********************************************************************
 GY1379  DESIGNATION -  G 302
 GY1379  PID         -  GY1379
 GY1379  STATE/COUNTY-  KY/JOHNSON
 GY1379  USGS QUAD   -  PAINTSVILLE (1992)
 GY1379
 GY1379                         *CURRENT SURVEY CONTROL
 GY1379  ___________________________________________________________________
 GY1379* NAD 83(1986)-  37 51 46.     (N)    082 46 43.     (W)     SCALED    
 GY1379* NAVD 88     -       189.943  (meters)     623.17   (feet)  ADJUSTED  
 GY1379  ___________________________________________________________________
 GY1379  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 GY1379  DYNAMIC HT  -         189.802 (meters)     622.71  (feet)  COMP
 GY1379  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 GY1379
 GY1379  VERT ORDER  -  SECOND    CLASS 0
 GY1379
 GY1379.The horizontal coordinates were scaled from a topographic map and have
 GY1379.an estimated accuracy of +/- 6 seconds.
 GY1379
 GY1379.The orthometric height was determined by differential leveling
 GY1379.and adjusted by the National Geodetic Survey in June 1991..
 GY1379
 GY1379.The geoid height was determined by GEOID03.
 GY1379
 GY1379.The dynamic height is computed by dividing the NAVD 88
 GY1379.geopotential number by the normal gravity value computed on the
 GY1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1379.degrees latitude (g = 980.6199 gals.).
 GY1379
 GY1379.The modeled gravity was interpolated from observed gravity values.
 GY1379
 GY1379;                    North         East    Units  Estimated Accuracy
 GY1379;SPC KY1Z     - 1,173,900.    1,761,400.      MT  (+/- 180 meters Scaled)
 GY1379
 GY1379                          SUPERSEDED SURVEY CONTROL
 GY1379
 GY1379  NGVD 29 (??/??/92)  190.146  (m)          623.84   (f) ADJ UNCH    2 0
 GY1379
 GY1379.Superseded values are not recommended for survey control.
 GY1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1379.See file dsdata.txt to determine how the superseded data were derived.
 GY1379
 GY1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB435920(NAD 83)
 GY1379_MARKER: DB = BENCH MARK DISK
 GY1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1379_STAMPING: G 302 1952 623.837
 GY1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1379+STABILITY: SURFACE MOTION
 GY1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1379+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1997
 GY1379
 GY1379  HISTORY     - Date     Condition        Report By
 GY1379  HISTORY     - 1952     MONUMENTED       CGS
 GY1379  HISTORY     - 1955     GOOD             NGS
 GY1379  HISTORY     - 19970617 GOOD             KYDT
 GY1379
 GY1379                          STATION DESCRIPTION
 GY1379
 GY1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1379'0.7 MI E FROM NIPPA.
 GY1379'0.7 MILE EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF U.S.
 GY1379'HIGHWAY 23 AND TOMS CREEK BAPTIST CHURCH AT NIPPA, ABOUT 106
 GY1379'YARDS NORTH OF A WHITE HOUSE, 139 FEET NORTH OF THE CENTER OF A DUG
 GY1379'WELL, 28 FEET NORTHWEST OF CENTER OF THE JUNCTION OF ROAD AND
 GY1379'A DRIVE SOUTH PARALLEL TO ROAD, 27 FEET WEST OF CENTER LINE OF
 GY1379'ROAD, 8 FEET EAST OF POWER POLE WITH TRANSFORMER NO. 104/738-105,
 GY1379'2 FEET NORTH OF WHITE WITNESS POST, ABOUT LEVEL WITH ROAD.
 GY1379
 GY1379                          STATION RECOVERY (1997)
 GY1379
 GY1379'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1379'MARK IS 30 FEET WEST OF CENTERLINE OF ROAD, 7.6 FEET EAST OF POWER
 GY1379'POLE 104/738-105 AND BURIED 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1626 ***********************************************************************
 GY1626  DESIGNATION -  G 303
 GY1626  PID         -  GY1626
 GY1626  STATE/COUNTY-  KY/JOHNSON
 GY1626  USGS QUAD   -  OFFUTT (1992)
 GY1626
 GY1626                         *CURRENT SURVEY CONTROL
 GY1626  ___________________________________________________________________
 GY1626* NAD 83(1986)-  37 47 10.     (N)    082 40 42.     (W)     SCALED    
 GY1626* NAVD 88     -       272.534  (meters)     894.14   (feet)  ADJUSTED  
 GY1626  ___________________________________________________________________
 GY1626  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GY1626  DYNAMIC HT  -         272.332 (meters)     893.48  (feet)  COMP
 GY1626  MODELED GRAV-     979,879.2   (mgal)                       NAVD 88
 GY1626
 GY1626  VERT ORDER  -  SECOND    CLASS 0
 GY1626
 GY1626.The horizontal coordinates were scaled from a topographic map and have
 GY1626.an estimated accuracy of +/- 6 seconds.
 GY1626
 GY1626.The orthometric height was determined by differential leveling
 GY1626.and adjusted by the National Geodetic Survey in June 1991..
 GY1626
 GY1626.The geoid height was determined by GEOID03.
 GY1626
 GY1626.The dynamic height is computed by dividing the NAVD 88
 GY1626.geopotential number by the normal gravity value computed on the
 GY1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1626.degrees latitude (g = 980.6199 gals.).
 GY1626
 GY1626.The modeled gravity was interpolated from observed gravity values.
 GY1626
 GY1626;                    North         East    Units  Estimated Accuracy
 GY1626;SPC KY1Z     - 1,165,690.    1,770,500.      MT  (+/- 180 meters Scaled)
 GY1626
 GY1626                          SUPERSEDED SURVEY CONTROL
 GY1626
 GY1626  NGVD 29 (??/??/92)  272.742  (m)          894.82   (f) ADJ UNCH    2 0
 GY1626
 GY1626.Superseded values are not recommended for survey control.
 GY1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1626.See file dsdata.txt to determine how the superseded data were derived.
 GY1626
 GY1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB522834(NAD 83)
 GY1626_MARKER: DB = BENCH MARK DISK
 GY1626_SETTING: 66 = SET IN ROCK OUTCROP
 GY1626_SP_SET: ROCK OUTCROP
 GY1626_STAMPING: G 303 1952 894.821
 GY1626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1626+STABILITY: POSITION/ELEVATION WELL
 GY1626
 GY1626  HISTORY     - Date     Condition        Report By
 GY1626  HISTORY     - 1952     MONUMENTED       CGS
 GY1626  HISTORY     - 1956     GOOD             NGS
 GY1626  HISTORY     - 20011228 MARK NOT FOUND   KYDT
 GY1626
 GY1626                          STATION DESCRIPTION
 GY1626
 GY1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1626'4.9 MI SE FROM BOONS CAMP.
 GY1626'4.9 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE METHODIST CHURCH
 GY1626'AND THE JUNCTION OF STATE HIGHWAY 40 AT BOONS CAMP, 0.1 MILE
 GY1626'SOUTHWEST OF A SHARP CURVE WITH TANGENTS EXTENDING SOUTHEAST AND
 GY1626'SOUTH AND A PIPE CULVERT FOR SMALL STREAM, IN THE TOP OF A
 GY1626'SLOPING OUTCROP OF SANDSTONE, 25 FEET SOUTHEAST OF CENTER OF
 GY1626'ROAD, 248 FEET NORTHEAST OF SOUTHEAST END OF AN 18-INCH PIPE
 GY1626'CULVERT, 129 FEET SOUTHWEST OF AN 8-INCH SYCAMORE TREE WITH
 GY1626'TRIANGLE BLAZE, 6 INCHES NORTHEAST OF SOUTHWEST OF EDGE OF
 GY1626'OUTCROP, AND ABOUT 3 1/2 FEET BELOW LEVEL OF ROAD.
 GY1626
 GY1626                          STATION RECOVERY (2001)
 GY1626
 GY1626'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1679 ***********************************************************************
 GY1679  DESIGNATION -  G 304
 GY1679  PID         -  GY1679
 GY1679  STATE/COUNTY-  KY/LAWRENCE
 GY1679  USGS QUAD   -  RICHARDSON (1992)
 GY1679
 GY1679                         *CURRENT SURVEY CONTROL
 GY1679  ___________________________________________________________________
 GY1679* NAD 83(1986)-  37 54 45.     (N)    082 43 12.     (W)     SCALED    
 GY1679* NAVD 88     -       214.270  (meters)     702.98   (feet)  ADJUSTED  
 GY1679  ___________________________________________________________________
 GY1679  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GY1679  DYNAMIC HT  -         214.113 (meters)     702.47  (feet)  COMP
 GY1679  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 GY1679
 GY1679  VERT ORDER  -  SECOND    CLASS 0
 GY1679
 GY1679.The horizontal coordinates were scaled from a topographic map and have
 GY1679.an estimated accuracy of +/- 6 seconds.
 GY1679
 GY1679.The orthometric height was determined by differential leveling
 GY1679.and adjusted by the National Geodetic Survey in June 1991..
 GY1679
 GY1679.The geoid height was determined by GEOID03.
 GY1679
 GY1679.The dynamic height is computed by dividing the NAVD 88
 GY1679.geopotential number by the normal gravity value computed on the
 GY1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1679.degrees latitude (g = 980.6199 gals.).
 GY1679
 GY1679.The modeled gravity was interpolated from observed gravity values.
 GY1679
 GY1679;                    North         East    Units  Estimated Accuracy
 GY1679;SPC KY1Z     - 1,179,580.    1,766,380.      MT  (+/- 180 meters Scaled)
 GY1679
 GY1679                          SUPERSEDED SURVEY CONTROL
 GY1679
 GY1679  NGVD 29 (??/??/92)  214.475  (m)          703.66   (f) ADJ UNCH    2 0
 GY1679
 GY1679.Superseded values are not recommended for survey control.
 GY1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1679.See file dsdata.txt to determine how the superseded data were derived.
 GY1679
 GY1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB488975(NAD 83)
 GY1679_MARKER: DB = BENCH MARK DISK
 GY1679_SETTING: 66 = SET IN ROCK OUTCROP
 GY1679_SP_SET: ROCK CUT
 GY1679_STAMPING: G 304 1952 703.657
 GY1679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1679+STABILITY: POSITION/ELEVATION WELL
 GY1679
 GY1679  HISTORY     - Date     Condition        Report By
 GY1679  HISTORY     - 1952     MONUMENTED       CGS
 GY1679  HISTORY     - 1955     GOOD             NGS
 GY1679
 GY1679                          STATION DESCRIPTION
 GY1679
 GY1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1679'0.6 MI SE FROM LOWMANSVILLE.
 GY1679'0.65 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE JUNCTION OF U.S.
 GY1679'HIGHWAY 23 ABOUT 125 YARDS EAST OF THE SCHOOL AT LOWMANSVILLE,
 GY1679'0.15 MILE WEST OF LYONS CEMETERY, SET VERTICALLY IN THE
 GY1679'SOUTHWEST FACE OF A ROCK CUT, 190 FEET NORTH NORTHWEST AND ACROSS
 GY1679'ROAD FROM POWER POLE WITH TRANSFORMER, 10 FEET NORTHEAST OF
 GY1679'CENTER OF ROAD, ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2180 ***********************************************************************
 GY2180  DESIGNATION -  G 305
 GY2180  PID         -  GY2180
 GY2180  STATE/COUNTY-  KY/KNOTT
 GY2180  USGS QUAD   -  CARRIE (1992)
 GY2180
 GY2180                         *CURRENT SURVEY CONTROL
 GY2180  ___________________________________________________________________
 GY2180* NAD 83(1986)-  37 22 20.     (N)    083 06 19.     (W)     SCALED    
 GY2180* NAVD 88     -       278.448  (meters)     913.54   (feet)  ADJUSTED  
 GY2180  ___________________________________________________________________
 GY2180  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GY2180  DYNAMIC HT  -         278.228 (meters)     912.82  (feet)  COMP
 GY2180  MODELED GRAV-     979,834.2   (mgal)                       NAVD 88
 GY2180
 GY2180  VERT ORDER  -  SECOND    CLASS 0
 GY2180
 GY2180.The horizontal coordinates were scaled from a topographic map and have
 GY2180.an estimated accuracy of +/- 6 seconds.
 GY2180
 GY2180.The orthometric height was determined by differential leveling
 GY2180.and adjusted by the National Geodetic Survey in June 1991..
 GY2180
 GY2180.The geoid height was determined by GEOID03.
 GY2180
 GY2180.The dynamic height is computed by dividing the NAVD 88
 GY2180.geopotential number by the normal gravity value computed on the
 GY2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2180.degrees latitude (g = 980.6199 gals.).
 GY2180
 GY2180.The modeled gravity was interpolated from observed gravity values.
 GY2180
 GY2180;                    North         East    Units  Estimated Accuracy
 GY2180;SPC KY1Z     - 1,118,620.    1,734,210.      MT  (+/- 180 meters Scaled)
 GY2180
 GY2180                          SUPERSEDED SURVEY CONTROL
 GY2180
 GY2180  NGVD 29 (??/??/92)  278.610  (m)          914.07   (f) ADJ UNCH    2 0
 GY2180
 GY2180.Superseded values are not recommended for survey control.
 GY2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2180.See file dsdata.txt to determine how the superseded data were derived.
 GY2180
 GY2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB135382(NAD 83)
 GY2180_MARKER: DB = BENCH MARK DISK
 GY2180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2180_SP_SET: CULVERT
 GY2180_STAMPING: G 305 1952 914.073
 GY2180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2180+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997
 GY2180
 GY2180  HISTORY     - Date     Condition        Report By
 GY2180  HISTORY     - 1952     MONUMENTED       CGS
 GY2180  HISTORY     - 1956     GOOD             NGS
 GY2180  HISTORY     - 19970211 GOOD             KYDT
 GY2180
 GY2180                          STATION DESCRIPTION
 GY2180
 GY2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2180'4.1 MI E FROM ARY.
 GY2180'4.1 MILES EAST ALONG A ROAD FOLLOWING BALLS FORK FROM THE JUNCTION
 GY2180'OF STATE HIGHWAY 15 AND HIGHWAY BRIDGE OVER BALLS FORK AT ARY,
 GY2180'ABOUT 0.85 MILE EAST OF THE POST OFFICE AT TALCUM, ABOUT 0.3
 GY2180'MILE WEST OF LOWER BALLS FORK SCHOOL, IN THE TOP OF THE WEST END
 GY2180'OF THE NORTH HEAD WALL OF A 5-FOOT CONCRETE CULVERT, 12 FEET
 GY2180'NORTH OF THE CENTER OF ROAD AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
 GY2180
 GY2180                          STATION RECOVERY (1997)
 GY2180
 GY2180'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY2180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2211 ***********************************************************************
 GY2211  DESIGNATION -  G 306
 GY2211  PID         -  GY2211
 GY2211  STATE/COUNTY-  KY/BREATHITT
 GY2211  USGS QUAD   -  NOBLE (1976)
 GY2211
 GY2211                         *CURRENT SURVEY CONTROL
 GY2211  ___________________________________________________________________
 GY2211* NAD 83(1986)-  37 26 40.     (N)    083 12 12.     (W)     SCALED    
 GY2211* NAVD 88     -       243.127  (meters)     797.66   (feet)  ADJUSTED  
 GY2211  ___________________________________________________________________
 GY2211  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GY2211  DYNAMIC HT  -         242.939 (meters)     797.04  (feet)  COMP
 GY2211  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 GY2211
 GY2211  VERT ORDER  -  SECOND    CLASS 0
 GY2211
 GY2211.The horizontal coordinates were scaled from a topographic map and have
 GY2211.an estimated accuracy of +/- 6 seconds.
 GY2211
 GY2211.The orthometric height was determined by differential leveling
 GY2211.and adjusted by the National Geodetic Survey in June 1991..
 GY2211
 GY2211.The geoid height was determined by GEOID03.
 GY2211
 GY2211.The dynamic height is computed by dividing the NAVD 88
 GY2211.geopotential number by the normal gravity value computed on the
 GY2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2211.degrees latitude (g = 980.6199 gals.).
 GY2211
 GY2211.The modeled gravity was interpolated from observed gravity values.
 GY2211
 GY2211;                    North         East    Units  Estimated Accuracy
 GY2211;SPC KY1Z     - 1,126,390.    1,725,310.      MT  (+/- 180 meters Scaled)
 GY2211
 GY2211                          SUPERSEDED SURVEY CONTROL
 GY2211
 GY2211  NGVD 29 (??/??/92)  243.291  (m)          798.20   (f) ADJ UNCH    2 0
 GY2211
 GY2211.Superseded values are not recommended for survey control.
 GY2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2211.See file dsdata.txt to determine how the superseded data were derived.
 GY2211
 GY2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB050464(NAD 83)
 GY2211_MARKER: DB = BENCH MARK DISK
 GY2211_SETTING: 66 = SET IN ROCK OUTCROP
 GY2211_SP_SET: ROCK CUT
 GY2211_STAMPING: G 306 1952 798.197
 GY2211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2211+STABILITY: POSITION/ELEVATION WELL
 GY2211
 GY2211  HISTORY     - Date     Condition        Report By
 GY2211  HISTORY     - 1952     MONUMENTED       CGS
 GY2211  HISTORY     - 1956     GOOD             NGS
 GY2211
 GY2211                          STATION DESCRIPTION
 GY2211
 GY2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2211'1.7 MI W FROM NOBLE.
 GY2211'1.7 MILE WEST ALONG ROAD FOLLOWING BUCKHORN CREEK FROM THE
 GY2211'POST OFFICE AT NOBLE, SET VERTICALLY IN THE NORTHEAST FACE OF
 GY2211'A SOLID ROCK IN A ROCK CUT, 9 FEET SOUTHWEST OF CENTER OF ROAD,
 GY2211'ABOUT 6 YARDS SOUTHEAST OF THE HIGHEST POINT OF A 20-FOOT
 GY2211'HIGH ROCK CUT, 1.6 FEET SOUTHEAST OF A VERTICAL DRILL MARK AND
 GY2211'ABOUT 3.5 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM
 GY2211'CANEY SCHOOL AT HARDSHELL BY GOING SOUTHEAST ALONG STATE HIGHWAY
 GY2211'15 FOR 4.35 MILES, THENCE 1.0 MILE EAST ALONG ROAD FOLLOWING
 GY2211'BUCKHORN CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1295 ***********************************************************************
 GY1295  DESIGNATION -  G 307
 GY1295  PID         -  GY1295
 GY1295  STATE/COUNTY-  KY/KNOTT
 GY1295  USGS QUAD   -  HINDMAN (1992)
 GY1295
 GY1295                         *CURRENT SURVEY CONTROL
 GY1295  ___________________________________________________________________
 GY1295* NAD 83(1986)-  37 22 11.     (N)    082 59 37.     (W)     SCALED    
 GY1295* NAVD 88     -       367.449  (meters)    1205.54   (feet)  ADJUSTED  
 GY1295  ___________________________________________________________________
 GY1295  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GY1295  DYNAMIC HT  -         367.155 (meters)    1204.57  (feet)  COMP
 GY1295  MODELED GRAV-     979,821.0   (mgal)                       NAVD 88
 GY1295
 GY1295  VERT ORDER  -  SECOND    CLASS 0
 GY1295
 GY1295.The horizontal coordinates were scaled from a topographic map and have
 GY1295.an estimated accuracy of +/- 6 seconds.
 GY1295
 GY1295.The orthometric height was determined by differential leveling
 GY1295.and adjusted by the National Geodetic Survey in June 1991..
 GY1295
 GY1295.The geoid height was determined by GEOID03.
 GY1295
 GY1295.The dynamic height is computed by dividing the NAVD 88
 GY1295.geopotential number by the normal gravity value computed on the
 GY1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1295.degrees latitude (g = 980.6199 gals.).
 GY1295
 GY1295.The modeled gravity was interpolated from observed gravity values.
 GY1295
 GY1295;                    North         East    Units  Estimated Accuracy
 GY1295;SPC KY1Z     - 1,118,630.    1,744,110.      MT  (+/- 180 meters Scaled)
 GY1295
 GY1295                          SUPERSEDED SURVEY CONTROL
 GY1295
 GY1295  NGVD 29 (??/??/92)  367.610  (m)         1206.07   (f) ADJ UNCH    2 0
 GY1295
 GY1295.Superseded values are not recommended for survey control.
 GY1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1295.See file dsdata.txt to determine how the superseded data were derived.
 GY1295
 GY1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB234377(NAD 83)
 GY1295_MARKER: DB = BENCH MARK DISK
 GY1295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1295_SP_SET: CULVERT
 GY1295_STAMPING: G 307 1952 1206.067
 GY1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1295+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 GY1295
 GY1295  HISTORY     - Date     Condition        Report By
 GY1295  HISTORY     - 1952     MONUMENTED       CGS
 GY1295  HISTORY     - 1956     GOOD             NGS
 GY1295  HISTORY     - 20060126 GOOD             KYTC
 GY1295
 GY1295                          STATION DESCRIPTION
 GY1295
 GY1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1295'2.4 MI S FROM VEST.
 GY1295'2.35 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AND ROAD
 GY1295'JUNCTION AT VEST, 0.55 MILE NORTH OF THE TOP OF GRADE AND OGDEN
 GY1295'GAP SCHOOL, SET IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL
 GY1295'OF AN 8-FOOT CONCRETE AND STONE CULVERT FOR TRACE BRANCH, 14
 GY1295'FEET EAST OF THE CENTER OF ROAD AND ABOUT 2 FEET BELOW LEVEL OF
 GY1295'ROAD.
 GY1295
 GY1295                          STATION RECOVERY (2006)
 GY1295
 GY1295'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2193 ***********************************************************************
 GY2193  DESIGNATION -  G 308
 GY2193  PID         -  GY2193
 GY2193  STATE/COUNTY-  KY/KNOTT
 GY2193  USGS QUAD   -  VEST (1992)
 GY2193
 GY2193                         *CURRENT SURVEY CONTROL
 GY2193  ___________________________________________________________________
 GY2193* NAD 83(1986)-  37 28 10.     (N)    083 03 39.     (W)     SCALED    
 GY2193* NAVD 88     -       282.889  (meters)     928.11   (feet)  ADJUSTED  
 GY2193  ___________________________________________________________________
 GY2193  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GY2193  DYNAMIC HT  -         282.667 (meters)     927.38  (feet)  COMP
 GY2193  MODELED GRAV-     979,838.7   (mgal)                       NAVD 88
 GY2193
 GY2193  VERT ORDER  -  SECOND    CLASS 0
 GY2193
 GY2193.The horizontal coordinates were scaled from a topographic map and have
 GY2193.an estimated accuracy of +/- 6 seconds.
 GY2193
 GY2193.The orthometric height was determined by differential leveling
 GY2193.and adjusted by the National Geodetic Survey in June 1991..
 GY2193
 GY2193.The geoid height was determined by GEOID03.
 GY2193
 GY2193.The dynamic height is computed by dividing the NAVD 88
 GY2193.geopotential number by the normal gravity value computed on the
 GY2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2193.degrees latitude (g = 980.6199 gals.).
 GY2193
 GY2193.The modeled gravity was interpolated from observed gravity values.
 GY2193
 GY2193;                    North         East    Units  Estimated Accuracy
 GY2193;SPC KY1Z     - 1,129,520.    1,737,840.      MT  (+/- 180 meters Scaled)
 GY2193
 GY2193                          SUPERSEDED SURVEY CONTROL
 GY2193
 GY2193  NGVD 29 (??/??/92)  283.049  (m)          928.64   (f) ADJ UNCH    2 0
 GY2193
 GY2193.Superseded values are not recommended for survey control.
 GY2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2193.See file dsdata.txt to determine how the superseded data were derived.
 GY2193
 GY2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB177489(NAD 83)
 GY2193_MARKER: DB = BENCH MARK DISK
 GY2193_SETTING: 66 = SET IN ROCK OUTCROP
 GY2193_SP_SET: ROCK CUT
 GY2193_STAMPING: G 308 1952 928.637
 GY2193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2193+STABILITY: POSITION/ELEVATION WELL
 GY2193
 GY2193  HISTORY     - Date     Condition        Report By
 GY2193  HISTORY     - 1952     MONUMENTED       CGS
 GY2193  HISTORY     - 1956     GOOD             NGS
 GY2193
 GY2193                          STATION DESCRIPTION
 GY2193
 GY2193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2193'3.2 MI NW FROM ELMROCK.
 GY2193'3.2 MILES NORTHWEST ALONG A ROUGH ROAD FOLLOWING LAUREL FORK OF
 GY2193'QUICKSAND CREEK FROM THE POST OFFICE AT ELMROCK, ABOUT 3.8 MILES
 GY2193'SOUTH AND SOUTHEAST OF THE SCHOOL AT DECOY, ABOUT 0.2 MILE SOUTHEAST
 GY2193'OF CROSSING OF ORCHARD BRANCH, SET VERTICALLY ABOUT 1 FOOT ABOVE
 GY2193'THE GROUND IN THE SOUTHWEST FACE OF A 5-FOOT HIGH SOLID LAYER OF
 GY2193'ROCK IN A ROCK CUT, 11 FEET NORTHEAST OF CENTER OF ROAD, 7 FEET
 GY2193'NORTHWEST OF SOUTHEAST END OF LONG ROCK CUT AND ABOUT 2 FEET ABOVE
 GY2193'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1285 ***********************************************************************
 GY1285  DESIGNATION -  G 309
 GY1285  PID         -  GY1285
 GY1285  STATE/COUNTY-  KY/KNOTT
 GY1285  USGS QUAD   -  HANDSHOE (1992)
 GY1285
 GY1285                         *CURRENT SURVEY CONTROL
 GY1285  ___________________________________________________________________
 GY1285* NAD 83(1986)-  37 27 39.     (N)    082 56 14.     (W)     SCALED    
 GY1285* NAVD 88     -       363.093  (meters)    1191.25   (feet)  POSTED    
 GY1285  ___________________________________________________________________
 GY1285  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GY1285  DYNAMIC HT  -         362.810 (meters)    1190.32  (feet)  COMP
 GY1285  MODELED GRAV-     979,831.1   (mgal)                       NAVD 88
 GY1285
 GY1285  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GY1285
 GY1285.The horizontal coordinates were scaled from a topographic map and have
 GY1285.an estimated accuracy of +/- 6 seconds.
 GY1285
 GY1285.The orthometric height was determined by differential leveling
 GY1285.and adjusted by the National Geodetic Survey in 1992..
 GY1285.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GY1285.rate of 2.1 thru 3.0 mm/km.
 GY1285
 GY1285.The geoid height was determined by GEOID03.
 GY1285
 GY1285.The dynamic height is computed by dividing the NAVD 88
 GY1285.geopotential number by the normal gravity value computed on the
 GY1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1285.degrees latitude (g = 980.6199 gals.).
 GY1285
 GY1285.The modeled gravity was interpolated from observed gravity values.
 GY1285
 GY1285;                    North         East    Units  Estimated Accuracy
 GY1285;SPC KY1Z     - 1,128,880.    1,748,800.      MT  (+/- 180 meters Scaled)
 GY1285
 GY1285                          SUPERSEDED SURVEY CONTROL
 GY1285
 GY1285  NGVD 29 (??/??/92)  363.254  (m)         1191.78   (f) ADJ UNCH    2 0
 GY1285
 GY1285.Superseded values are not recommended for survey control.
 GY1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1285.See file dsdata.txt to determine how the superseded data were derived.
 GY1285
 GY1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB286477(NAD 83)
 GY1285_MARKER: DB = BENCH MARK DISK
 GY1285_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY1285_SP_SET: UNSPECIFIED ROCK
 GY1285_STAMPING: G 309 1952 1191.776
 GY1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1285
 GY1285  HISTORY     - Date     Condition        Report By
 GY1285  HISTORY     - 1952     MONUMENTED       CGS
 GY1285  HISTORY     - 1956     POOR             NGS
 GY1285
 GY1285                          STATION DESCRIPTION
 GY1285
 GY1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1285'2.2 MI SW FROM HANDSHOE.
 GY1285'2.15 MILES SOUTHWEST ALONG A ROUGH ROAD FROM THE POST OFFICE AT
 GY1285'HANDSHOE, 0.2 MILE NORTHEAST OF THE TOP OF A GRADE AND GAP, 69
 GY1285'YARDS EAST OF CROSSING OF A SMALL HOLLOW, 32 FEET SOUTH OF CENTER
 GY1285'OF ROAD, 12.5 FEET SOUTHEAST OF CENTER OF A GAS WELL, IN THE
 GY1285'TOP OF A LARGE BURIED ROCK WITH EXPOSED SURFACE ABOUT 3 BY 4
 GY1285'FEET AND ABOUT 3 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1076 ***********************************************************************
 HZ1076  DESIGNATION -  G 31
 HZ1076  PID         -  HZ1076
 HZ1076  STATE/COUNTY-  KY/OLDHAM
 HZ1076  USGS QUAD   -  LA GRANGE (1993)
 HZ1076
 HZ1076                         *CURRENT SURVEY CONTROL
 HZ1076  ___________________________________________________________________
 HZ1076* NAD 83(1986)-  38 27 08.     (N)    085 26 00.     (W)     SCALED    
 HZ1076* NAVD 88     -       244.420  (meters)     801.90   (feet)  ADJUSTED  
 HZ1076  ___________________________________________________________________
 HZ1076  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ1076  DYNAMIC HT  -         244.258 (meters)     801.37  (feet)  COMP
 HZ1076  MODELED GRAV-     979,959.6   (mgal)                       NAVD 88
 HZ1076
 HZ1076  VERT ORDER  -  FIRST     CLASS II
 HZ1076
 HZ1076.The horizontal coordinates were scaled from a topographic map and have
 HZ1076.an estimated accuracy of +/- 6 seconds.
 HZ1076
 HZ1076.The orthometric height was determined by differential leveling
 HZ1076.and adjusted by the National Geodetic Survey in June 1991..
 HZ1076
 HZ1076.The geoid height was determined by GEOID03.
 HZ1076
 HZ1076.The dynamic height is computed by dividing the NAVD 88
 HZ1076.geopotential number by the normal gravity value computed on the
 HZ1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1076.degrees latitude (g = 980.6199 gals.).
 HZ1076
 HZ1076.The modeled gravity was interpolated from observed gravity values.
 HZ1076
 HZ1076;                    North         East    Units  Estimated Accuracy
 HZ1076;SPC KY1Z     - 1,235,210.    1,527,640.      MT  (+/- 180 meters Scaled)
 HZ1076
 HZ1076                          SUPERSEDED SURVEY CONTROL
 HZ1076
 HZ1076  NGVD 29 (??/??/92)  244.583  (m)          802.44   (f) ADJ UNCH    1 2
 HZ1076
 HZ1076.Superseded values are not recommended for survey control.
 HZ1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1076.See file dsdata.txt to determine how the superseded data were derived.
 HZ1076
 HZ1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH367571(NAD 83)
 HZ1076_MARKER: DB = BENCH MARK DISK
 HZ1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1076_STAMPING: G 31 1934
 HZ1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1076+STABILITY: SURFACE MOTION
 HZ1076
 HZ1076  HISTORY     - Date     Condition        Report By
 HZ1076  HISTORY     - 1934     MONUMENTED       CGS
 HZ1076  HISTORY     - 1954     GOOD             NGS
 HZ1076  HISTORY     - 1963     GOOD             NGS
 HZ1076
 HZ1076                          STATION DESCRIPTION
 HZ1076
 HZ1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1076'3.4 MI SE FROM WESTPORT.
 HZ1076'ABOUT 3.45 MILES SOUTHEAST ALONG STATE HIGHWAY 1015 FROM UNION
 HZ1076'CHURCH AT WESTPORT, AT THE JUNCTION OF U.S. HIGHWAY 42 AND A
 HZ1076'GRAVEL ROAD LEADING SOUTHEAST, 28 1/2 FEET SOUTH-SOUTHEAST OF
 HZ1076'CENTER LINE OF HIGHWAY, 90 FEET EAST OF CENTER OF JUNCTION OF
 HZ1076'HIGHWAYS, 34 1/2 FEET NORTHEAST OF CENTER LINE OF GRAVEL ROAD
 HZ1076'LEADING SOUTHEAST, 34 1/2 FEET WEST-SOUTHWEST OF TELEPHONE
 HZ1076'POLE NO. 335, 2 FEET NORTH-NORTHWEST OF A FENCE LINE, ABOUT 1
 HZ1076'FOOT BELOW LEVEL OF HIGHWAY 42 AND SET IN THE TOP OF A CONCRETE
 HZ1076'POST PROJECTING 2 INCHES.  NOTE-- MARK IS ABOUT 4.45 MILES
 HZ1076'NORTHEAST ALONG U.S. HIGHWAY 42 FROM LIBERTY SCHOOL AT
 HZ1076'SKYLIGHT.
 HZ1076
 HZ1076                          STATION RECOVERY (1963)
 HZ1076
 HZ1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0950 ***********************************************************************
 HY0950  DESIGNATION -  G 310
 HY0950  PID         -  HY0950
 HY0950  STATE/COUNTY-  KY/LAWRENCE
 HY0950  USGS QUAD   -  LOUISA (1993)
 HY0950
 HY0950                         *CURRENT SURVEY CONTROL
 HY0950  ___________________________________________________________________
 HY0950* NAD 83(1986)-  38 00 04.     (N)    082 33 32.     (W)     SCALED    
 HY0950* NAVD 88     -       233.416  (meters)     765.80   (feet)  ADJUSTED  
 HY0950  ___________________________________________________________________
 HY0950  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HY0950  DYNAMIC HT  -         233.250 (meters)     765.25  (feet)  COMP
 HY0950  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 HY0950
 HY0950  VERT ORDER  -  SECOND    CLASS 0
 HY0950
 HY0950.The horizontal coordinates were scaled from a topographic map and have
 HY0950.an estimated accuracy of +/- 6 seconds.
 HY0950
 HY0950.The orthometric height was determined by differential leveling
 HY0950.and adjusted by the National Geodetic Survey in June 1991..
 HY0950
 HY0950.The geoid height was determined by GEOID03.
 HY0950
 HY0950.The dynamic height is computed by dividing the NAVD 88
 HY0950.geopotential number by the normal gravity value computed on the
 HY0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0950.degrees latitude (g = 980.6199 gals.).
 HY0950
 HY0950.The modeled gravity was interpolated from observed gravity values.
 HY0950
 HY0950;                    North         East    Units  Estimated Accuracy
 HY0950;SPC KY1Z     - 1,189,890.    1,780,200.      MT  (+/- 180 meters Scaled)
 HY0950
 HY0950                          SUPERSEDED SURVEY CONTROL
 HY0950
 HY0950  NGVD 29 (??/??/92)  233.636  (m)          766.52   (f) ADJ UNCH    2 0
 HY0950
 HY0950.Superseded values are not recommended for survey control.
 HY0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0950.See file dsdata.txt to determine how the superseded data were derived.
 HY0950
 HY0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC631070(NAD 83)
 HY0950_MARKER: DB = BENCH MARK DISK
 HY0950_SETTING: 66 = SET IN ROCK OUTCROP
 HY0950_SP_SET: ROCK LEDGE
 HY0950_STAMPING: G 310 1952 766.521
 HY0950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0950+STABILITY: POSITION/ELEVATION WELL
 HY0950
 HY0950  HISTORY     - Date     Condition        Report By
 HY0950  HISTORY     - 1952     MONUMENTED       CGS
 HY0950  HISTORY     - 1971     GOOD             USGS
 HY0950
 HY0950                          STATION DESCRIPTION
 HY0950
 HY0950'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HY0950'2.8 MI N FROM CLIFFORD.
 HY0950'2.85 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT
 HY0950'CLIFFORD, THENCE 1.3 MILES WEST AND SOUTHWEST ALONG DONITHON
 HY0950'BRANCH (THE PAVED PORTION) THENCE CONTINUING ALONG SAME ROAD
 HY0950'(GRAVEL) FOR ANOTHER 1.5 MILES TO MARK.  IT IS 0.15 MILE NORTH
 HY0950'OF A RIGHT ANGLE TURN IN ROAD WITH TANGENTS EXTENDING NORTH AND
 HY0950'WEST.  IT IS 58 FEET SOUTH OF ROAD AND Y DRIVE NORTH AND 81
 HY0950'FEET EAST OF CENTER LINE OF NEW ROAD.  IT IS 14 FEET SOUTHWEST
 HY0950'AND BELOW A 10 INCH OAK TREE (NOW 16 INCH) WITH A TRIANGULAR
 HY0950'BLAZE, IN TOP OF A SAND STONE LEDGE ABOUT 12 BY 2 FEET, PROJECTING
 HY0950'OUT OF FOOT OF HILL, ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1661 ***********************************************************************
 GY1661  DESIGNATION -  G 311
 GY1661  PID         -  GY1661
 GY1661  STATE/COUNTY-  KY/MARTIN
 GY1661  USGS QUAD   -  OFFUTT (1992)
 GY1661
 GY1661                         *CURRENT SURVEY CONTROL
 GY1661  ___________________________________________________________________
 GY1661* NAD 83(1986)-  37 51 07.     (N)    082 39 53.     (W)     SCALED    
 GY1661* NAVD 88     -       274.507  (meters)     900.61   (feet)  ADJUSTED  
 GY1661  ___________________________________________________________________
 GY1661  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GY1661  DYNAMIC HT  -         274.300 (meters)     899.93  (feet)  COMP
 GY1661  MODELED GRAV-     979,869.3   (mgal)                       NAVD 88
 GY1661
 GY1661  VERT ORDER  -  SECOND    CLASS 0
 GY1661
 GY1661.The horizontal coordinates were scaled from a topographic map and have
 GY1661.an estimated accuracy of +/- 6 seconds.
 GY1661
 GY1661.The orthometric height was determined by differential leveling
 GY1661.and adjusted by the National Geodetic Survey in June 1991..
 GY1661
 GY1661.The geoid height was determined by GEOID03.
 GY1661
 GY1661.The dynamic height is computed by dividing the NAVD 88
 GY1661.geopotential number by the normal gravity value computed on the
 GY1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1661.degrees latitude (g = 980.6199 gals.).
 GY1661
 GY1661.The modeled gravity was interpolated from observed gravity values.
 GY1661
 GY1661;                    North         East    Units  Estimated Accuracy
 GY1661;SPC KY1Z     - 1,173,030.    1,771,460.      MT  (+/- 180 meters Scaled)
 GY1661
 GY1661                          SUPERSEDED SURVEY CONTROL
 GY1661
 GY1661  NGVD 29 (??/??/92)  274.712  (m)          901.28   (f) ADJ UNCH    2 0
 GY1661
 GY1661.Superseded values are not recommended for survey control.
 GY1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1661.See file dsdata.txt to determine how the superseded data were derived.
 GY1661
 GY1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB535906(NAD 83)
 GY1661_MARKER: DB = BENCH MARK DISK
 GY1661_SETTING: 66 = SET IN ROCK OUTCROP
 GY1661_SP_SET: ROCK CUT
 GY1661_STAMPING: G 311 1952 901.284
 GY1661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1661+STABILITY: POSITION/ELEVATION WELL
 GY1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1661+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2001
 GY1661
 GY1661  HISTORY     - Date     Condition        Report By
 GY1661  HISTORY     - 1952     MONUMENTED       CGS
 GY1661  HISTORY     - 1955     GOOD             NGS
 GY1661  HISTORY     - 20011227 GOOD             KYDT
 GY1661
 GY1661                          STATION DESCRIPTION
 GY1661
 GY1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1661'3 MI E FROM BOONS CAMP.
 GY1661'3.05 MILES EAST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE AND
 GY1661'METHODIST CHURCH AT BOONS CAMP, 0.7 MILE EAST OF THE
 GY1661'JOHNSON-MARTIN COUNTY LINE, 0.75 MILE WEST OF PHILIP COVE BAPTIST
 GY1661'CHURCH, ON THE EAST SLOPE OF A HILL, 209 FEET WEST OF NORTH END
 GY1661'OF A 24-INCH PIPE CULVERT, AND CENTER OF RAVINE, 139 FEET
 GY1661'EAST OF NORTH END OF AN 18-INCH PIPE CULVERT AND CENTER OF A
 GY1661'RAVINE, 45 FEET NORTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND
 GY1661'DIM ROAD SOUTHWEST, 20 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 GY1661'SET VERTICALLY IN THE SOUTH FACE OF IRREGULAR ROCK CUT, ABOUT
 GY1661'2.5 FEET ABOVE THE LEVEL OF HIGHWAY.
 GY1661
 GY1661                          STATION RECOVERY (2001)
 GY1661
 GY1661'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1645 ***********************************************************************
 GY1645  DESIGNATION -  G 312
 GY1645  PID         -  GY1645
 GY1645  STATE/COUNTY-  KY/MARTIN
 GY1645  USGS QUAD   -  INEZ (1992)
 GY1645
 GY1645                         *CURRENT SURVEY CONTROL
 GY1645  ___________________________________________________________________
 GY1645* NAD 83(1986)-  37 51 20.     (N)    082 32 40.     (W)     SCALED    
 GY1645* NAVD 88     -       199.036  (meters)     653.00   (feet)  ADJUSTED  
 GY1645  ___________________________________________________________________
 GY1645  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GY1645  DYNAMIC HT  -         198.891 (meters)     652.53  (feet)  COMP
 GY1645  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 GY1645
 GY1645  VERT ORDER  -  SECOND    CLASS 0
 GY1645
 GY1645.The horizontal coordinates were scaled from a topographic map and have
 GY1645.an estimated accuracy of +/- 6 seconds.
 GY1645
 GY1645.The orthometric height was determined by differential leveling
 GY1645.and adjusted by the National Geodetic Survey in June 1991..
 GY1645
 GY1645.The geoid height was determined by GEOID03.
 GY1645
 GY1645.The dynamic height is computed by dividing the NAVD 88
 GY1645.geopotential number by the normal gravity value computed on the
 GY1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1645.degrees latitude (g = 980.6199 gals.).
 GY1645
 GY1645.The modeled gravity was interpolated from observed gravity values.
 GY1645
 GY1645;                    North         East    Units  Estimated Accuracy
 GY1645;SPC KY1Z     - 1,173,780.    1,782,020.      MT  (+/- 180 meters Scaled)
 GY1645
 GY1645                          SUPERSEDED SURVEY CONTROL
 GY1645
 GY1645  NGVD 29 (??/??/92)  199.252  (m)          653.71   (f) ADJ UNCH    2 0
 GY1645
 GY1645.Superseded values are not recommended for survey control.
 GY1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1645.See file dsdata.txt to determine how the superseded data were derived.
 GY1645
 GY1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB641909(NAD 83)
 GY1645_MARKER: DB = BENCH MARK DISK
 GY1645_SETTING: 66 = SET IN ROCK OUTCROP
 GY1645_SP_SET: ROCK LEDGE
 GY1645_STAMPING: G 312 1952 653.713
 GY1645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1645+STABILITY: POSITION/ELEVATION WELL
 GY1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1645+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2001
 GY1645
 GY1645  HISTORY     - Date     Condition        Report By
 GY1645  HISTORY     - 1952     MONUMENTED       CGS
 GY1645  HISTORY     - 1956     GOOD             NGS
 GY1645  HISTORY     - 20011228 GOOD             KYDT
 GY1645
 GY1645                          STATION DESCRIPTION
 GY1645
 GY1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1645'1 MI S FROM INEZ.
 GY1645'0.95 MILE SOUTH ALONG A GRAVEL ROAD FOLLOWING MIDDLE FORK FROM
 GY1645'THE COURT HOUSE AT INEZ, 0.25 MILE NORTHEAST OF A CEMETERY, 141
 GY1645'FEET NORTHEAST OF CENTER OF JUNCTION OF ROAD AND DRIVE NORTHWEST
 GY1645'ACROSS CREEK TO A WHITE HOUSE, 114 FEET NORTHEAST OF A TRIANGULAR
 GY1645'BLAZED 12-INCH SASSAFRAS TREE, 71 FEET SOUTH-SOUTHEAST AND
 GY1645'ACROSS ROAD FROM A LONE POPLAR TREE, 21 FEET SOUTHEAST OF CENTER
 GY1645'OF ROAD, SET VERTICALLY IN THE NORTHWEST FACE OF ROCK LEDGE, ABOUT
 GY1645'2 FEET ABOVE LEVEL OF ROAD.
 GY1645
 GY1645                          STATION RECOVERY (2001)
 GY1645
 GY1645'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1613 ***********************************************************************
 GY1613  DESIGNATION -  G 313
 GY1613  PID         -  GY1613
 GY1613  STATE/COUNTY-  KY/MARTIN
 GY1613  USGS QUAD   -  THOMAS (1992)
 GY1613
 GY1613                         *CURRENT SURVEY CONTROL
 GY1613  ___________________________________________________________________
 GY1613* NAD 83(1986)-  37 43 53.     (N)    082 32 46.     (W)     SCALED    
 GY1613* NAVD 88     -       212.297  (meters)     696.51   (feet)  ADJUSTED  
 GY1613  ___________________________________________________________________
 GY1613  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GY1613  DYNAMIC HT  -         212.141 (meters)     696.00  (feet)  COMP
 GY1613  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 GY1613
 GY1613  VERT ORDER  -  SECOND    CLASS 0
 GY1613
 GY1613.The horizontal coordinates were scaled from a topographic map and have
 GY1613.an estimated accuracy of +/- 6 seconds.
 GY1613
 GY1613.The orthometric height was determined by differential leveling
 GY1613.and adjusted by the National Geodetic Survey in June 1991..
 GY1613
 GY1613.The geoid height was determined by GEOID03.
 GY1613
 GY1613.The dynamic height is computed by dividing the NAVD 88
 GY1613.geopotential number by the normal gravity value computed on the
 GY1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1613.degrees latitude (g = 980.6199 gals.).
 GY1613
 GY1613.The modeled gravity was interpolated from observed gravity values.
 GY1613
 GY1613;                    North         East    Units  Estimated Accuracy
 GY1613;SPC KY1Z     - 1,160,010.    1,782,350.      MT  (+/- 180 meters Scaled)
 GY1613
 GY1613                          SUPERSEDED SURVEY CONTROL
 GY1613
 GY1613  NGVD 29 (??/??/92)  212.51   (m)          697.2    (f) COMPUTED    2 0
 GY1613
 GY1613.Superseded values are not recommended for survey control.
 GY1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1613.See file dsdata.txt to determine how the superseded data were derived.
 GY1613
 GY1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB637771(NAD 83)
 GY1613_MARKER: DB = BENCH MARK DISK
 GY1613_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY1613_SP_SET: UNSPECIFIED ROCK
 GY1613_STAMPING: G 313 1952 697.207
 GY1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1613
 GY1613  HISTORY     - Date     Condition        Report By
 GY1613  HISTORY     - 1952     MONUMENTED       CGS
 GY1613  HISTORY     - 1956     GOOD             NGS
 GY1613
 GY1613                          STATION DESCRIPTION
 GY1613
 GY1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1613'7.2 MI SW FROM MC CLURE.
 GY1613'7.15 MILES SOUTHWEST AND WEST ALONG A DIRT ROAD FOLLOWING WOLF
 GY1613'CREEK FROM THE SCHOOL AT MC CLURE, 3.55 MILES WEST OF MOUTH OF
 GY1613'MEATHOUSE SCHOOL AND JUNCTION OF ROAD SOUTHEAST ALONG MEATHOUSE
 GY1613'CREEK, ABOUT 0.1 MILE NORTH NORTHEAST OF JUNCTION OF A ROAD SOUTH
 GY1613'ALONG MAYNARD FORK, 82 FEET NORTH NORTHEAST OF CENTER OF JUNCTION
 GY1613'OF A TRAIL SOUTH SOUTHEAST AND UPHILL, 25 FEET EAST OF THE CENTER
 GY1613'OF ROAD WHICH FOLLOWS EAST EDGE OF WOLF CREEK, 3.8 FEET SOUTH
 GY1613'AND 1.5 FEET ABOVE A 12-INCH CHISELED TRIANGLE IN FACE OF LEDGE
 GY1613'AND ABOUT 5 1/2 FEET ABOVE LEVEL OF ROAD AND CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0467 ***********************************************************************
 GY0467  DESIGNATION -  G 314
 GY0467  PID         -  GY0467
 GY0467  STATE/COUNTY-  KY/MARTIN
 GY0467  USGS QUAD   -  KERMIT (1992)
 GY0467
 GY0467                         *CURRENT SURVEY CONTROL
 GY0467  ___________________________________________________________________
 GY0467* NAD 83(1986)-  37 45 47.     (N)    082 26 41.     (W)     SCALED    
 GY0467* NAVD 88     -       197.647  (meters)     648.45   (feet)  ADJUSTED  
 GY0467  ___________________________________________________________________
 GY0467  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GY0467  DYNAMIC HT  -         197.501 (meters)     647.97  (feet)  COMP
 GY0467  MODELED GRAV-     979,891.2   (mgal)                       NAVD 88
 GY0467
 GY0467  VERT ORDER  -  SECOND    CLASS 0
 GY0467
 GY0467.The horizontal coordinates were scaled from a topographic map and have
 GY0467.an estimated accuracy of +/- 6 seconds.
 GY0467
 GY0467.The orthometric height was determined by differential leveling
 GY0467.and adjusted by the National Geodetic Survey in June 1991..
 GY0467
 GY0467.The geoid height was determined by GEOID03.
 GY0467
 GY0467.The dynamic height is computed by dividing the NAVD 88
 GY0467.geopotential number by the normal gravity value computed on the
 GY0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0467.degrees latitude (g = 980.6199 gals.).
 GY0467
 GY0467.The modeled gravity was interpolated from observed gravity values.
 GY0467
 GY0467;                    North         East    Units  Estimated Accuracy
 GY0467;SPC KY1Z     - 1,163,830.    1,791,150.      MT  (+/- 180 meters Scaled)
 GY0467
 GY0467                          SUPERSEDED SURVEY CONTROL
 GY0467
 GY0467  NGVD 29 (??/??/92)  197.865  (m)          649.16   (f) ADJ UNCH    2 0
 GY0467
 GY0467.Superseded values are not recommended for survey control.
 GY0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0467.See file dsdata.txt to determine how the superseded data were derived.
 GY0467
 GY0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB727805(NAD 83)
 GY0467_MARKER: DB = BENCH MARK DISK
 GY0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0467_SP_SET: CULVERT
 GY0467_STAMPING: G 314 1952 649.162
 GY0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0467
 GY0467  HISTORY     - Date     Condition        Report By
 GY0467  HISTORY     - 1952     MONUMENTED       CGS
 GY0467  HISTORY     - 1956     GOOD             NGS
 GY0467  HISTORY     - 20011226 MARK NOT FOUND   KYDT
 GY0467
 GY0467                          STATION DESCRIPTION
 GY0467
 GY0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0467'3.1 MI N FROM LAURA.
 GY0467'3.1 MILES NORTH ALONG DIRT AND GRAVEL ROAD FROM THE CHURCH OF
 GY0467'BRETHERN AT LAURA, 0.4 MILE SOUTH OF MOUTH OF PETER CAVE SCHOOL,
 GY0467'97 FEET NORTHEAST AND ACROSS ROAD FROM LACY HOWARDS RESIDENCE
 GY0467'NORTHEAST CORNER, 15 FEET EAST OF THE CENTER OF ROAD, IN THE TOP
 GY0467'OF THE SOUTH END OF THE EAST HEAD WALL OF 6-FOOT CONCRETE CULVERT,
 GY0467'ABOUT 3.5 FEET BELOW LEVEL OF ROAD.
 GY0467
 GY0467                          STATION RECOVERY (2001)
 GY0467
 GY0467'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0467'THE EAST SIDE OF CULVERT HAS BEEN EXTENDED WITH LARGE, METAL PIPE,
 GY0467'AREA FILLED IN. MARK, IF HERE, WOULD BE BURIED ABOUT 3.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0657 ***********************************************************************
 GY0657  DESIGNATION -  G 315
 GY0657  PID         -  GY0657
 GY0657  STATE/COUNTY-  KY/PIKE
 GY0657  USGS QUAD   -  JAMBOREE (1977)
 GY0657
 GY0657                         *CURRENT SURVEY CONTROL
 GY0657  ___________________________________________________________________
 GY0657* NAD 83(1986)-  37 26 06.     (N)    082 12 53.     (W)     SCALED    
 GY0657* NAVD 88     -       313.117  (meters)    1027.28   (feet)  ADJUSTED  
 GY0657  ___________________________________________________________________
 GY0657  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GY0657  DYNAMIC HT  -         312.871 (meters)    1026.48  (feet)  COMP
 GY0657  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 GY0657
 GY0657  VERT ORDER  -  SECOND    CLASS 0
 GY0657
 GY0657.The horizontal coordinates were scaled from a topographic map and have
 GY0657.an estimated accuracy of +/- 6 seconds.
 GY0657
 GY0657.The orthometric height was determined by differential leveling
 GY0657.and adjusted by the National Geodetic Survey in June 1991..
 GY0657
 GY0657.The geoid height was determined by GEOID03.
 GY0657
 GY0657.The dynamic height is computed by dividing the NAVD 88
 GY0657.geopotential number by the normal gravity value computed on the
 GY0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0657.degrees latitude (g = 980.6199 gals.).
 GY0657
 GY0657.The modeled gravity was interpolated from observed gravity values.
 GY0657
 GY0657;                    North         East    Units  Estimated Accuracy
 GY0657;SPC KY1Z     - 1,128,190.    1,812,780.      MT  (+/- 180 meters Scaled)
 GY0657
 GY0657                          SUPERSEDED SURVEY CONTROL
 GY0657
 GY0657  NGVD 29 (??/??/92)  313.313  (m)         1027.93   (f) ADJ UNCH    2 0
 GY0657
 GY0657.Superseded values are not recommended for survey control.
 GY0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0657.See file dsdata.txt to determine how the superseded data were derived.
 GY0657
 GY0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB925438(NAD 83)
 GY0657_MARKER: DB = BENCH MARK DISK
 GY0657_SETTING: 66 = SET IN ROCK OUTCROP
 GY0657_SP_SET: ROCK CUT
 GY0657_STAMPING: G 315 1952 1027.928
 GY0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0657+STABILITY: POSITION/ELEVATION WELL
 GY0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0657+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 GY0657
 GY0657  HISTORY     - Date     Condition        Report By
 GY0657  HISTORY     - 1952     MONUMENTED       CGS
 GY0657  HISTORY     - 1956     GOOD             NGS
 GY0657  HISTORY     - 20020723 GOOD             KYDT
 GY0657
 GY0657                          STATION DESCRIPTION
 GY0657
 GY0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0657'1.8 MI NE FROM DUNLAP.
 GY0657'1.85 MILES NORTHEAST ALONG STATE HIGHWAY 194 FROM THE POST
 GY0657'OFFICE AND ROAD JUNCTION AT DUNLAP, SET IN THE TOP OF A ROCK
 GY0657'LEDGE IN A ROCK CUT, 25 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 GY0657'179 FEET WEST OF THE WEST END OF NORTH HEAD WALL OF A 3-FOOT
 GY0657'BOX CULVERT, 11 FEET EAST OF WEST END OF ROCK CUT, 3.5 FEET
 GY0657'EAST AND ABOUT 3.5 FEET BELOW A 12-INCH TRIANGLE CHISELED
 GY0657'IN FACE OF LEDGE AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 GY0657
 GY0657                          STATION RECOVERY (2002)
 GY0657
 GY0657'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0540 ***********************************************************************
 GY0540  DESIGNATION -  G 316
 GY0540  PID         -  GY0540
 GY0540  STATE/COUNTY-  KY/PIKE
 GY0540  USGS QUAD   -  MILLARD (1978)
 GY0540
 GY0540                         *CURRENT SURVEY CONTROL
 GY0540  ___________________________________________________________________
 GY0540* NAD 83(1986)-  37 24 31.     (N)    082 27 07.     (W)     SCALED    
 GY0540* NAVD 88     -       214.911  (meters)     705.09   (feet)  ADJUSTED  
 GY0540  ___________________________________________________________________
 GY0540  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY0540  DYNAMIC HT  -         214.744 (meters)     704.54  (feet)  COMP
 GY0540  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 GY0540
 GY0540  VERT ORDER  -  SECOND    CLASS 0
 GY0540
 GY0540.The horizontal coordinates were scaled from a topographic map and have
 GY0540.an estimated accuracy of +/- 6 seconds.
 GY0540
 GY0540.The orthometric height was determined by differential leveling
 GY0540.and adjusted by the National Geodetic Survey in June 1991..
 GY0540
 GY0540.The geoid height was determined by GEOID03.
 GY0540
 GY0540.The dynamic height is computed by dividing the NAVD 88
 GY0540.geopotential number by the normal gravity value computed on the
 GY0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0540.degrees latitude (g = 980.6199 gals.).
 GY0540
 GY0540.The modeled gravity was interpolated from observed gravity values.
 GY0540
 GY0540;                    North         East    Units  Estimated Accuracy
 GY0540;SPC KY1Z     - 1,124,500.    1,791,910.      MT  (+/- 180 meters Scaled)
 GY0540
 GY0540                          SUPERSEDED SURVEY CONTROL
 GY0540
 GY0540  NGVD 29 (??/??/92)  215.113  (m)          705.75   (f) ADJ UNCH    2 0
 GY0540
 GY0540.Superseded values are not recommended for survey control.
 GY0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0540.See file dsdata.txt to determine how the superseded data were derived.
 GY0540
 GY0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB715411(NAD 83)
 GY0540_MARKER: DB = BENCH MARK DISK
 GY0540_SETTING: 66 = SET IN ROCK OUTCROP
 GY0540_SP_SET: ROCK CUT
 GY0540_STAMPING: G 316 1952 705.750
 GY0540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0540+STABILITY: POSITION/ELEVATION WELL
 GY0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0540+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 GY0540
 GY0540  HISTORY     - Date     Condition        Report By
 GY0540  HISTORY     - 1952     MONUMENTED       CGS
 GY0540  HISTORY     - 1956     GOOD             NGS
 GY0540  HISTORY     - 20020722 GOOD             KYDT
 GY0540
 GY0540                          STATION DESCRIPTION
 GY0540
 GY0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0540'0.6 MI NW FROM MILLARD.
 GY0540'0.6 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILROAD
 GY0540'FROM THE STATION AT MILLARD, 0.4 MILE NORTHWEST OF THE SWITCH
 GY0540'AT THE WEST END OF THE SIDING AND SIGN LEVISA JUNCTION, 315 YARDS
 GY0540'NORTHWEST OF A CATTLE GUARD, 34 FEET SOUTHWEST OF THE SOUTHWEST
 GY0540'RAIL, 27.5 FEET WEST OF THE SOUTHWEST END OF AN 18-INCH PIPE
 GY0540'CULVERT, SET VERTICALLY IN THE NORTHEAST FACE OF A 35-FOOT
 GY0540'HIGH ROCK CUT THE LOWER 10 FEET OF WHICH IS SMOOTH AND THE
 GY0540'UPPER 25 FEET IS ROUGH, 2.5 FEET ABOVE GROUND AND ABOUT 3 FEET
 GY0540'ABOVE LEVEL OF TRACK.
 GY0540
 GY0540                          STATION RECOVERY (2002)
 GY0540
 GY0540'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0761 ***********************************************************************
 GY0761  DESIGNATION -  G 317
 GY0761  PID         -  GY0761
 GY0761  STATE/COUNTY-  KY/PIKE
 GY0761  USGS QUAD   -  ELKHORN CITY (1978)
 GY0761
 GY0761                         *CURRENT SURVEY CONTROL
 GY0761  ___________________________________________________________________
 GY0761* NAD 83(1986)-  37 18 01.     (N)    082 21 20.     (W)     SCALED    
 GY0761* NAVD 88     -       243.935  (meters)     800.31   (feet)  ADJUSTED  
 GY0761  ___________________________________________________________________
 GY0761  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GY0761  DYNAMIC HT  -         243.740 (meters)     799.67  (feet)  COMP
 GY0761  MODELED GRAV-     979,822.8   (mgal)                       NAVD 88
 GY0761
 GY0761  VERT ORDER  -  SECOND    CLASS 0
 GY0761
 GY0761.The horizontal coordinates were scaled from a topographic map and have
 GY0761.an estimated accuracy of +/- 6 seconds.
 GY0761
 GY0761.The orthometric height was determined by differential leveling
 GY0761.and adjusted by the National Geodetic Survey in June 1991..
 GY0761
 GY0761.The geoid height was determined by GEOID03.
 GY0761
 GY0761.The dynamic height is computed by dividing the NAVD 88
 GY0761.geopotential number by the normal gravity value computed on the
 GY0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0761.degrees latitude (g = 980.6199 gals.).
 GY0761
 GY0761.The modeled gravity was interpolated from observed gravity values.
 GY0761
 GY0761;                    North         East    Units  Estimated Accuracy
 GY0761;SPC KY1Z     - 1,112,790.    1,800,870.      MT  (+/- 180 meters Scaled)
 GY0761
 GY0761                          SUPERSEDED SURVEY CONTROL
 GY0761
 GY0761  NGVD 29 (??/??/92)  244.134  (m)          800.96   (f) ADJ UNCH    2 0
 GY0761
 GY0761.Superseded values are not recommended for survey control.
 GY0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0761.See file dsdata.txt to determine how the superseded data were derived.
 GY0761
 GY0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB798290(NAD 83)
 GY0761_MARKER: DB = BENCH MARK DISK
 GY0761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0761_SP_SET: BUILDING
 GY0761_STAMPING: G 317 1952 800.963
 GY0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0761
 GY0761  HISTORY     - Date     Condition        Report By
 GY0761  HISTORY     - 1952     MONUMENTED       CGS
 GY0761  HISTORY     - 1956     GOOD             NGS
 GY0761  HISTORY     - 20020724 MARK NOT FOUND   KYDT
 GY0761
 GY0761                          STATION DESCRIPTION
 GY0761
 GY0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0761'AT ELKHORN CITY.
 GY0761'AT ELKHORN CITY, 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 197 FROM
 GY0761'THE JUNCTION OF STATE HIGHWAY 80, 87 FEET NORTHWEST OF THE CENTER
 GY0761'LINE OF HIGHWAY, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 GY0761'CONCRETE FOUNDATION OF THE HIGH SCHOOL BUILDING, 35 FEET NORTHEAST
 GY0761'OF THE EAST CORNER OF GRADE SCHOOL BUILDING, 3 FEET NORTHWEST OF
 GY0761'SOUTH CORNER OF SCHOOL, ABOUT 2 FEET ABOVE GROUND.
 GY0761
 GY0761                          STATION RECOVERY (2002)
 GY0761
 GY0761'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0761'ACCORDING TO LOCALS, THIS BUILDING WAS TORN DOWN IN THE MID 1970'S,
 GY0761'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1217 ***********************************************************************
 GY1217  DESIGNATION -  G 318
 GY1217  PID         -  GY1217
 GY1217  STATE/COUNTY-  KY/FLOYD
 GY1217  USGS QUAD   -  WAYLAND (1992)
 GY1217
 GY1217                         *CURRENT SURVEY CONTROL
 GY1217  ___________________________________________________________________
 GY1217* NAD 83(1986)-  37 26 26.     (N)    082 46 49.     (W)     SCALED    
 GY1217* NAVD 88     -       255.580  (meters)     838.52   (feet)  ADJUSTED  
 GY1217  ___________________________________________________________________
 GY1217  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GY1217  DYNAMIC HT  -         255.379 (meters)     837.86  (feet)  COMP
 GY1217  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 GY1217
 GY1217  VERT ORDER  -  SECOND    CLASS 0
 GY1217
 GY1217.The horizontal coordinates were scaled from a topographic map and have
 GY1217.an estimated accuracy of +/- 6 seconds.
 GY1217
 GY1217.The orthometric height was determined by differential leveling
 GY1217.and adjusted by the National Geodetic Survey in June 1991..
 GY1217
 GY1217.The geoid height was determined by GEOID03.
 GY1217
 GY1217.The dynamic height is computed by dividing the NAVD 88
 GY1217.geopotential number by the normal gravity value computed on the
 GY1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1217.degrees latitude (g = 980.6199 gals.).
 GY1217
 GY1217.The modeled gravity was interpolated from observed gravity values.
 GY1217
 GY1217;                    North         East    Units  Estimated Accuracy
 GY1217;SPC KY1Z     - 1,127,060.    1,762,750.      MT  (+/- 180 meters Scaled)
 GY1217
 GY1217                          SUPERSEDED SURVEY CONTROL
 GY1217
 GY1217  NGVD 29 (??/??/92)  255.76   (m)          839.1    (f) COMPUTED    2 0
 GY1217
 GY1217.Superseded values are not recommended for survey control.
 GY1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1217.See file dsdata.txt to determine how the superseded data were derived.
 GY1217
 GY1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB425452(NAD 83)
 GY1217_MARKER: DB = BENCH MARK DISK
 GY1217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1217_SP_SET: CULVERT
 GY1217_STAMPING: G 318 1952 839.099
 GY1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1217+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 GY1217
 GY1217  HISTORY     - Date     Condition        Report By
 GY1217  HISTORY     - 1952     MONUMENTED       CGS
 GY1217  HISTORY     - 1956     GOOD             NGS
 GY1217  HISTORY     - 20060124 GOOD             KYTC
 GY1217
 GY1217                          STATION DESCRIPTION
 GY1217
 GY1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1217'1.8 MI E FROM WAYLAND.
 GY1217'0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE HIGH SCHOOL
 GY1217'AT WAYLAND, THENCE 1.6 MILES EAST ALONG A BLACK TOP ROAD, SET
 GY1217'IN THE TOP OF THE CENTER AND DIRECTLY OVER THE PARTITION OF A
 GY1217'28-FOOT CONCRETE BOX CULVERT WITH PARTITION OVER STEEL CREEK, 12
 GY1217'FEET SOUTHWEST OF CENTER LINE OF ROAD AND ABOUT 1/2 FOOT BELOW
 GY1217'LEVEL OF ROAD.
 GY1217
 GY1217                          STATION RECOVERY (2006)
 GY1217
 GY1217'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0185 ***********************************************************************
 GY0185  DESIGNATION -  G 319
 GY0185  PID         -  GY0185
 GY0185  STATE/COUNTY-  KY/PIKE
 GY0185  USGS QUAD   -  BELFRY (1992)
 GY0185
 GY0185                         *CURRENT SURVEY CONTROL
 GY0185  ___________________________________________________________________
 GY0185* NAD 83(1986)-  37 37 21.     (N)    082 16 08.     (W)     SCALED    
 GY0185* NAVD 88     -       215.742  (meters)     707.81   (feet)  ADJUSTED  
 GY0185  ___________________________________________________________________
 GY0185  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GY0185  DYNAMIC HT  -         215.580 (meters)     707.28  (feet)  COMP
 GY0185  MODELED GRAV-     979,874.9   (mgal)                       NAVD 88
 GY0185
 GY0185  VERT ORDER  -  SECOND    CLASS 0
 GY0185
 GY0185.The horizontal coordinates were scaled from a topographic map and have
 GY0185.an estimated accuracy of +/- 6 seconds.
 GY0185
 GY0185.The orthometric height was determined by differential leveling
 GY0185.and adjusted by the National Geodetic Survey in June 1991..
 GY0185
 GY0185.The geoid height was determined by GEOID03.
 GY0185
 GY0185.The dynamic height is computed by dividing the NAVD 88
 GY0185.geopotential number by the normal gravity value computed on the
 GY0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0185.degrees latitude (g = 980.6199 gals.).
 GY0185
 GY0185.The modeled gravity was interpolated from observed gravity values.
 GY0185
 GY0185;                    North         East    Units  Estimated Accuracy
 GY0185;SPC KY1Z     - 1,148,810.    1,807,220.      MT  (+/- 180 meters Scaled)
 GY0185
 GY0185                          SUPERSEDED SURVEY CONTROL
 GY0185
 GY0185  NGVD 29 (??/??/92)  215.968  (m)          708.55   (f) ADJ UNCH    2 0
 GY0185
 GY0185.Superseded values are not recommended for survey control.
 GY0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0185.See file dsdata.txt to determine how the superseded data were derived.
 GY0185
 GY0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB880646(NAD 83)
 GY0185_MARKER: DB = BENCH MARK DISK
 GY0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0185_SP_SET: FOUNDATION
 GY0185_STAMPING: G 319 1952 708.555
 GY0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0185+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 GY0185
 GY0185  HISTORY     - Date     Condition        Report By
 GY0185  HISTORY     - 1952     MONUMENTED       CGS
 GY0185  HISTORY     - 1956     GOOD             NGS
 GY0185  HISTORY     - 1981     GOOD             NGS
 GY0185  HISTORY     - 20010626 GOOD             KYDT
 GY0185
 GY0185                          STATION DESCRIPTION
 GY0185
 GY0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0185'AT BELFRY.
 GY0185'AT BELFRY, ALONG U.S. HIGHWAY 119, SET VERICALLY IN NORTHEAST
 GY0185'FACE OF CONCRETE FOUNDATION AT NORTH CORNER OF BELFRY HIGH SCHOOL
 GY0185'BUILDING, 1 FOOT SOUTHEAST OF NORTH CORNER, 159 FEET NORTHWEST
 GY0185'OF THE CENTER LINE OF HIGHWAY AND 1 1/2 FEET ABOVE THE GROUND.
 GY0185
 GY0185                          STATION RECOVERY (1981)
 GY0185
 GY0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GY0185'RECOVERED IN GOOD CONDITION.
 GY0185
 GY0185                          STATION RECOVERY (2001)
 GY0185
 GY0185'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0078 ***********************************************************************
 HZ0078  DESIGNATION -  G 32
 HZ0078  PID         -  HZ0078
 HZ0078  STATE/COUNTY-  KY/FAYETTE
 HZ0078  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0078
 HZ0078                         *CURRENT SURVEY CONTROL
 HZ0078  ___________________________________________________________________
 HZ0078* NAD 83(1986)-  38 05 35.     (N)    084 24 06.     (W)     SCALED    
 HZ0078* NAVD 88     -       279.024  (meters)     915.43   (feet)  ADJUSTED  
 HZ0078  ___________________________________________________________________
 HZ0078  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ0078  DYNAMIC HT  -         278.821 (meters)     914.77  (feet)  COMP
 HZ0078  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 HZ0078
 HZ0078  VERT ORDER  -  SECOND    CLASS 0
 HZ0078
 HZ0078.The horizontal coordinates were scaled from a topographic map and have
 HZ0078.an estimated accuracy of +/- 6 seconds.
 HZ0078
 HZ0078.The orthometric height was determined by differential leveling
 HZ0078.and adjusted by the National Geodetic Survey in June 1991..
 HZ0078
 HZ0078.The geoid height was determined by GEOID03.
 HZ0078
 HZ0078.The dynamic height is computed by dividing the NAVD 88
 HZ0078.geopotential number by the normal gravity value computed on the
 HZ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0078.degrees latitude (g = 980.6199 gals.).
 HZ0078
 HZ0078.The modeled gravity was interpolated from observed gravity values.
 HZ0078
 HZ0078;                    North         East    Units  Estimated Accuracy
 HZ0078;SPC KY1Z     - 1,196,150.    1,618,260.      MT  (+/- 180 meters Scaled)
 HZ0078
 HZ0078                          SUPERSEDED SURVEY CONTROL
 HZ0078
 HZ0078  NGVD 29 (??/??/92)  279.196  (m)          916.00   (f) ADJ UNCH    2 0
 HZ0078
 HZ0078.Superseded values are not recommended for survey control.
 HZ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0078.See file dsdata.txt to determine how the superseded data were derived.
 HZ0078
 HZ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH278193(NAD 83)
 HZ0078_MARKER: DB = BENCH MARK DISK
 HZ0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0078_SP_SET: CONCRETE FOOTING
 HZ0078_STAMPING: G 32 1935 915.996
 HZ0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0078
 HZ0078  HISTORY     - Date     Condition        Report By
 HZ0078  HISTORY     - 1935     MONUMENTED       CGS
 HZ0078  HISTORY     - 1955     GOOD             NGS
 HZ0078
 HZ0078                          STATION DESCRIPTION
 HZ0078
 HZ0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0078'6.9 MI NE FROM LEXINGTON.
 HZ0078'1.75 MILES NORTHEAST ALONG LIMESTONE STREET FROM THE POST OFFICE
 HZ0078'IN LEXINGTON, 0.45 MILE SOUTHEAST ALONG BY-PASS U.S. HIGHWAY 25,
 HZ0078'3.05 MILES NORTHEAST AND EAST ALONG BRYAN STATION ROAD TO FORK
 HZ0078'SOUTHEAST AT BRIDGE, 1.25 MILES NORTHEAST ALONG BRYAN STATION
 HZ0078'ROAD TO T-ROAD NORTHWEST, THENCE NORTHWEST 0.3 MILE TO BRIDGE OVER
 HZ0078'OLD RAILROAD GRADE, AT THE NORTHWEST SIDE OF THE GRADE IN THE
 HZ0078'SOUTHWEST FACE OF THE MIDDLE FOOTING OF THE SECOND ROW OF CONCRETE
 HZ0078'FOOTINGS NORTHWEST OF GRADE, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 HZ0078'OLD GRADE.  THIS IS ON THE C.V. WHITNEY ESTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1116 ***********************************************************************
 GY1116  DESIGNATION -  G 320
 GY1116  PID         -  GY1116
 GY1116  STATE/COUNTY-  KY/FLOYD
 GY1116  USGS QUAD   -  PIKEVILLE (1992)
 GY1116
 GY1116                         *CURRENT SURVEY CONTROL
 GY1116  ___________________________________________________________________
 GY1116* NAD 83(1986)-  37 27 05.     (N)    082 35 48.     (W)     SCALED    
 GY1116* NAVD 88     -       289.767  (meters)     950.68   (feet)  ADJUSTED  
 GY1116  ___________________________________________________________________
 GY1116  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GY1116  DYNAMIC HT  -         289.543 (meters)     949.94  (feet)  COMP
 GY1116  MODELED GRAV-     979,849.9   (mgal)                       NAVD 88
 GY1116
 GY1116  VERT ORDER  -  SECOND    CLASS 0
 GY1116
 GY1116.The horizontal coordinates were scaled from a topographic map and have
 GY1116.an estimated accuracy of +/- 6 seconds.
 GY1116
 GY1116.The orthometric height was determined by differential leveling
 GY1116.and adjusted by the National Geodetic Survey in June 1991..
 GY1116
 GY1116.The geoid height was determined by GEOID03.
 GY1116
 GY1116.The dynamic height is computed by dividing the NAVD 88
 GY1116.geopotential number by the normal gravity value computed on the
 GY1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1116.degrees latitude (g = 980.6199 gals.).
 GY1116
 GY1116.The modeled gravity was interpolated from observed gravity values.
 GY1116
 GY1116;                    North         East    Units  Estimated Accuracy
 GY1116;SPC KY1Z     - 1,128,800.    1,778,940.      MT  (+/- 180 meters Scaled)
 GY1116
 GY1116                          SUPERSEDED SURVEY CONTROL
 GY1116
 GY1116  NGVD 29 (??/??/92)  289.961  (m)          951.31   (f) ADJ UNCH    2 0
 GY1116
 GY1116.Superseded values are not recommended for survey control.
 GY1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1116.See file dsdata.txt to determine how the superseded data were derived.
 GY1116
 GY1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB587461(NAD 83)
 GY1116_MARKER: DB = BENCH MARK DISK
 GY1116_SETTING: 66 = SET IN ROCK OUTCROP
 GY1116_SP_SET: ROCK CUT
 GY1116_STAMPING: G 320 1953 951.314
 GY1116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1116+STABILITY: POSITION/ELEVATION WELL
 GY1116
 GY1116  HISTORY     - Date     Condition        Report By
 GY1116  HISTORY     - 1953     MONUMENTED       CGS
 GY1116  HISTORY     - 1956     POOR             NGS
 GY1116  HISTORY     - 19980205 GOOD             WOOLPT
 GY1116
 GY1116                          STATION DESCRIPTION
 GY1116
 GY1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1116'7.4 MI SW FROM PIKEVILLE.
 GY1116'2.2 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD STATION
 GY1116'AT PIKEVILLE TO RAILROAD BRIDGE OVER ISLAND CREEK AT TITAN SIDING,
 GY1116'THENCE 1.4 MILES SOUTHWEST ALONG A ROAD FOLLOWING ISLAND CREEK,
 GY1116'THENCE 3.85 MILES WEST ALONG A ROAD FOLLOWING RIGHT FORK OF ISLAND
 GY1116'CREEK AND LEADING OVER GAP INTO TOLER CREEK, 0.45 MILE WEST OF
 GY1116'THE TOP OF GAP AND THE FLOYD - PIKE CO. LINE, AT THE JUNCTION
 GY1116'OF A SMALL ROAD SOUTHWEST INTO A SMALL BRANCH, 28 FEET SOUTHWEST
 GY1116'OF CENTER OF TOLER CREEK ROAD, 8.5 FEET SOUTHEAST OF CENTER OF
 GY1116'ROAD SOUTHWEST, SET VERTICALLY ABOUT 1.5 FEET ABOVE GROUND IN
 GY1116'FACE OF A 7-FOOT HIGH SHALY CUT, 18 FEET SOUTHWEST OF CENTER OF
 GY1116'CREEK BED AND ABOUT 3 FEET ABOVE LEVEL OF ROAD SOUTHWEST.
 GY1116'NOTE-- MARK IS REACHED FROM THE CHESAPEAKE AND OHIO RAILROAD
 GY1116'STATION AT HAROLD, FLOYD COUNTY, BY GOING 1.5 MILES SOUTHWEST
 GY1116'ALONG STATE HIGHWAY 979, THENCE 6.15 MILES SOUTHEAST ALONG ROAD
 GY1116'FOLLOWING TOLER CREEK.
 GY1116
 GY1116                          STATION RECOVERY (1998)
 GY1116
 GY1116'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998
 GY1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1528 ***********************************************************************
 GY1528  DESIGNATION -  G 321
 GY1528  PID         -  GY1528
 GY1528  STATE/COUNTY-  KY/FLOYD
 GY1528  USGS QUAD   -  HAROLD (1992)
 GY1528
 GY1528                         *CURRENT SURVEY CONTROL
 GY1528  ___________________________________________________________________
 GY1528* NAD 83(1986)-  37 32 04.     (N)    082 39 18.     (W)     SCALED    
 GY1528* NAVD 88     -       203.777  (meters)     668.56   (feet)  ADJUSTED  
 GY1528  ___________________________________________________________________
 GY1528  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GY1528  DYNAMIC HT  -         203.622 (meters)     668.05  (feet)  COMP
 GY1528  MODELED GRAV-     979,862.1   (mgal)                       NAVD 88
 GY1528
 GY1528  VERT ORDER  -  SECOND    CLASS 0
 GY1528
 GY1528.The horizontal coordinates were scaled from a topographic map and have
 GY1528.an estimated accuracy of +/- 6 seconds.
 GY1528
 GY1528.The orthometric height was determined by differential leveling
 GY1528.and adjusted by the National Geodetic Survey in June 1991..
 GY1528
 GY1528.The geoid height was determined by GEOID03.
 GY1528
 GY1528.The dynamic height is computed by dividing the NAVD 88
 GY1528.geopotential number by the normal gravity value computed on the
 GY1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1528.degrees latitude (g = 980.6199 gals.).
 GY1528
 GY1528.The modeled gravity was interpolated from observed gravity values.
 GY1528
 GY1528;                    North         East    Units  Estimated Accuracy
 GY1528;SPC KY1Z     - 1,137,840.    1,773,480.      MT  (+/- 180 meters Scaled)
 GY1528
 GY1528                          SUPERSEDED SURVEY CONTROL
 GY1528
 GY1528  NGVD 29 (??/??/92)  203.970  (m)          669.19   (f) ADJ UNCH    2 0
 GY1528
 GY1528.Superseded values are not recommended for survey control.
 GY1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1528.See file dsdata.txt to determine how the superseded data were derived.
 GY1528
 GY1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB537554(NAD 83)
 GY1528_MARKER: DB = BENCH MARK DISK
 GY1528_SETTING: 66 = SET IN ROCK OUTCROP
 GY1528_SP_SET: ROCK CUT
 GY1528_STAMPING: G 321 1953 669.192
 GY1528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1528+STABILITY: POSITION/ELEVATION WELL
 GY1528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1528+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2001
 GY1528
 GY1528  HISTORY     - Date     Condition        Report By
 GY1528  HISTORY     - 1953     MONUMENTED       CGS
 GY1528  HISTORY     - 1956     GOOD             NGS
 GY1528  HISTORY     - 20010611 GOOD             KYDT
 GY1528  HISTORY     - 20010613 GOOD             KYDT
 GY1528  HISTORY     - 20040401 POOR             KYDT
 GY1528
 GY1528                          STATION DESCRIPTION
 GY1528
 GY1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1528'1.4 MI W FROM HAROLD.
 GY1528'0.6 MILE WEST ALONG STATE HIGHWAY 979 FROM THE C. AND O. RR.
 GY1528'STATION AT HAROLD, THENCE 0.8 MILE NORTHWEST AND WEST ALONG A
 GY1528'ROAD FOLLOWING LITTLE MUD CREEK, 0.65 MILE WEST OF A BRIDGE
 GY1528'OVER MUD CREEK, 0.25 MILE WEST OF A CULVERT FOR A BRANCH FROM
 GY1528'THE NORTH, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK
 GY1528'CUT, 15 FEET NORTH OF CENTER LINE OF ROAD, 17 FEET EAST OF
 GY1528'SOUTHEAST CORNER OF A YELLOW TILE STORE BUILDING AND ABOUT
 GY1528'1 1/2 FEET ABOVE LEVEL OF ROAD.
 GY1528
 GY1528                          STATION RECOVERY (2001)
 GY1528
 GY1528'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1528'STORE BUILDING REFERRED TO IS NOW GONE BUT FOUNDATION REMAINS, MARK IS
 GY1528'ABOUT 100 FEET EAST OF CENTERLINE OF A GRAVEL DRIVE NORTHEAST TO
 GY1528'PIKEVILLE SPORTSMAN GUN CLUB.
 GY1528
 GY1528                          STATION RECOVERY (2001)
 GY1528
 GY1528'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1528'RECOVERED IN GOOD CONDITION.
 GY1528
 GY1528                          STATION RECOVERY (2004)
 GY1528
 GY1528'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1528'MARK FOUND WITH EDGES OF DISK PRIED UP SLIGHTLY, STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2168 ***********************************************************************
 GY2168  DESIGNATION -  G 322
 GY2168  PID         -  GY2168
 GY2168  STATE/COUNTY-  KY/KNOTT
 GY2168  USGS QUAD   -  VICCO (1992)
 GY2168
 GY2168                         *CURRENT SURVEY CONTROL
 GY2168  ___________________________________________________________________
 GY2168* NAD 83(1986)-  37 14 06.     (N)    083 00 13.     (W)     SCALED    
 GY2168* NAVD 88     -       298.746  (meters)     980.14   (feet)  ADJUSTED  
 GY2168  ___________________________________________________________________
 GY2168  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GY2168  DYNAMIC HT  -         298.502 (meters)     979.34  (feet)  COMP
 GY2168  MODELED GRAV-     979,806.6   (mgal)                       NAVD 88
 GY2168
 GY2168  VERT ORDER  -  SECOND    CLASS 0
 GY2168
 GY2168.The horizontal coordinates were scaled from a topographic map and have
 GY2168.an estimated accuracy of +/- 6 seconds.
 GY2168
 GY2168.The orthometric height was determined by differential leveling
 GY2168.and adjusted by the National Geodetic Survey in June 1991..
 GY2168
 GY2168.The geoid height was determined by GEOID03.
 GY2168
 GY2168.The dynamic height is computed by dividing the NAVD 88
 GY2168.geopotential number by the normal gravity value computed on the
 GY2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2168.degrees latitude (g = 980.6199 gals.).
 GY2168
 GY2168.The modeled gravity was interpolated from observed gravity values.
 GY2168
 GY2168;                    North         East    Units  Estimated Accuracy
 GY2168;SPC KY1Z     - 1,103,660.    1,743,660.      MT  (+/- 180 meters Scaled)
 GY2168
 GY2168                          SUPERSEDED SURVEY CONTROL
 GY2168
 GY2168  NGVD 29 (??/??/92)  298.905  (m)          980.66   (f) ADJ UNCH    2 0
 GY2168
 GY2168.Superseded values are not recommended for survey control.
 GY2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2168.See file dsdata.txt to determine how the superseded data were derived.
 GY2168
 GY2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB222228(NAD 83)
 GY2168_MARKER: DB = BENCH MARK DISK
 GY2168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2168_SP_SET: BRIDGE
 GY2168_STAMPING: G 322 1953 980.657
 GY2168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2168
 GY2168  HISTORY     - Date     Condition        Report By
 GY2168  HISTORY     - 1953     MONUMENTED       CGS
 GY2168  HISTORY     - 1956     GOOD             NGS
 GY2168  HISTORY     - 19960611 MARK NOT FOUND   KYDT
 GY2168
 GY2168                          STATION DESCRIPTION
 GY2168
 GY2168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2168'2.3 MI W FROM CODY.
 GY2168'2.3 MILES WEST ALONG STATE HIGHWAY 15 FROM THE JUCTION OF STATE
 GY2168'HIGHWAY 160 AT CODY, 0.7 MILE WEST OF A BRIDGE OVER SMITH BRANCH
 GY2168'AT SMITHBORO, AT THE JUNCTION OF A ROAD NORTH ALONG IRISHMAN
 GY2168'CREEK TO AMBURGEY, SET IN THE TOP OF THE EAST END OF THE
 GY2168'CONCRETE CAP OF SOUTH CONCRETE AND STONE ABUTMENT OF WOODEN
 GY2168'DECK STEEL BRIDGE OVER CARR FORK ON ROAD NORTH, 49 FEET NORTH
 GY2168'OF CENTER LINE OF HIGHWAY, 10 FEET EAST OF CENTER OF ROAD NORTH
 GY2168'AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 GY2168
 GY2168                          STATION RECOVERY (1996)
 GY2168
 GY2168'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2168'MARK, IF STILL HERE, BENEATH WATERS OF CARR FORK LAKE, CONSIDER
 GY2168'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1190 ***********************************************************************
 GY1190  DESIGNATION -  G 323
 GY1190  PID         -  GY1190
 GY1190  STATE/COUNTY-  KY/KNOTT
 GY1190  USGS QUAD   -  KITE (1992)
 GY1190
 GY1190                         *CURRENT SURVEY CONTROL
 GY1190  ___________________________________________________________________
 GY1190* NAD 83(1986)-  37 17 50.     (N)    082 46 00.     (W)     SCALED    
 GY1190* NAVD 88     -       305.958  (meters)    1003.80   (feet)  ADJUSTED  
 GY1190  ___________________________________________________________________
 GY1190  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GY1190  DYNAMIC HT  -         305.709 (meters)    1002.98  (feet)  COMP
 GY1190  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 GY1190
 GY1190  VERT ORDER  -  SECOND    CLASS 0
 GY1190
 GY1190.The horizontal coordinates were scaled from a topographic map and have
 GY1190.an estimated accuracy of +/- 6 seconds.
 GY1190
 GY1190.The orthometric height was determined by differential leveling
 GY1190.and adjusted by the National Geodetic Survey in June 1991..
 GY1190
 GY1190.The geoid height was determined by GEOID03.
 GY1190
 GY1190.The dynamic height is computed by dividing the NAVD 88
 GY1190.geopotential number by the normal gravity value computed on the
 GY1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1190.degrees latitude (g = 980.6199 gals.).
 GY1190
 GY1190.The modeled gravity was interpolated from observed gravity values.
 GY1190
 GY1190;                    North         East    Units  Estimated Accuracy
 GY1190;SPC KY1Z     - 1,111,200.    1,764,460.      MT  (+/- 180 meters Scaled)
 GY1190
 GY1190                          SUPERSEDED SURVEY CONTROL
 GY1190
 GY1190  NGVD 29 (??/??/92)  306.118  (m)         1004.32   (f) ADJ UNCH    2 0
 GY1190
 GY1190.Superseded values are not recommended for survey control.
 GY1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1190.See file dsdata.txt to determine how the superseded data were derived.
 GY1190
 GY1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB434293(NAD 83)
 GY1190_MARKER: DB = BENCH MARK DISK
 GY1190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1190_SP_SET: BRIDGE
 GY1190_STAMPING: G 3213 1953 1004.322
 GY1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1190+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 GY1190
 GY1190  HISTORY     - Date     Condition        Report By
 GY1190  HISTORY     - 1953     MONUMENTED       CGS
 GY1190  HISTORY     - 1956     POOR             NGS
 GY1190  HISTORY     - 20060125 GOOD             KYTC
 GY1190
 GY1190                          STATION DESCRIPTION
 GY1190
 GY1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1190'0.3 MI SE FROM HALL.
 GY1190'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM MULLINS STORE AND
 GY1190'POST OFFICE AT HALL, SET IN THE TOP OF THE NORTHEAST END OF THE
 GY1190'SOUTHEAST WING WALL OF CONCRETE BRIDGE OVER MOUTH OF ARNOLD
 GY1190'FORK, ABOUT 35 YARDS EAST OF CONFLUENCE OF ISAAC FORK AND
 GY1190'ARNOLD FORK, 12 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY,
 GY1190'JUST SOUTHWEST OF A SMALL SCHOOL IN A HOLLOW, 1 FOOT EAST OF
 GY1190'SOUTHEAST END OF NORTHEAST CONCRETE GUARD RAIL AND ABOUT LEVEL
 GY1190'WITH HIGHWAY.
 GY1190
 GY1190                          STATION RECOVERY (2006)
 GY1190
 GY1190'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1190'MARK IS 0.5 FOOT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1021 ***********************************************************************
 GY1021  DESIGNATION -  G 324
 GY1021  PID         -  GY1021
 GY1021  STATE/COUNTY-  KY/LETCHER
 GY1021  USGS QUAD   -  MAYKING (1992)
 GY1021
 GY1021                         *CURRENT SURVEY CONTROL
 GY1021  ___________________________________________________________________
 GY1021* NAD 83(1986)-  37 09 42.     (N)    082 49 30.     (W)     SCALED    
 GY1021* NAVD 88     -       392.189  (meters)    1286.71   (feet)  ADJUSTED  
 GY1021  ___________________________________________________________________
 GY1021  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GY1021  DYNAMIC HT  -         391.864 (meters)    1285.64  (feet)  COMP
 GY1021  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 GY1021
 GY1021  VERT ORDER  -  SECOND    CLASS 0
 GY1021
 GY1021.The horizontal coordinates were scaled from a topographic map and have
 GY1021.an estimated accuracy of +/- 6 seconds.
 GY1021
 GY1021.The orthometric height was determined by differential leveling
 GY1021.and adjusted by the National Geodetic Survey in June 1991..
 GY1021
 GY1021.The geoid height was determined by GEOID03.
 GY1021
 GY1021.The dynamic height is computed by dividing the NAVD 88
 GY1021.geopotential number by the normal gravity value computed on the
 GY1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1021.degrees latitude (g = 980.6199 gals.).
 GY1021
 GY1021.The modeled gravity was interpolated from observed gravity values.
 GY1021
 GY1021;                    North         East    Units  Estimated Accuracy
 GY1021;SPC KY1Z     - 1,096,000.    1,759,760.      MT  (+/- 180 meters Scaled)
 GY1021
 GY1021                          SUPERSEDED SURVEY CONTROL
 GY1021
 GY1021  NGVD 29 (??/??/92)  392.344  (m)         1287.22   (f) ADJ UNCH    2 0
 GY1021
 GY1021.Superseded values are not recommended for survey control.
 GY1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1021.See file dsdata.txt to determine how the superseded data were derived.
 GY1021
 GY1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB379143(NAD 83)
 GY1021_MARKER: DB = BENCH MARK DISK
 GY1021_SETTING: 66 = SET IN ROCK OUTCROP
 GY1021_SP_SET: ROCK CLIFF
 GY1021_STAMPING: G 324 1953 1287.215
 GY1021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1021+STABILITY: POSITION/ELEVATION WELL
 GY1021
 GY1021  HISTORY     - Date     Condition        Report By
 GY1021  HISTORY     - 1953     MONUMENTED       CGS
 GY1021  HISTORY     - 1956     GOOD             NGS
 GY1021
 GY1021                          STATION DESCRIPTION
 GY1021
 GY1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1021'4 MI N FROM WHITESBURG.
 GY1021'4.0 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE COURT HOUSE AT
 GY1021'WHITESBURG, 0.15 MILE SOUTH OF A CULVERT AND JUNCTION OF A ROAD
 GY1021'WEST, SET VERTICALLY ABOUT 5 FEET ABOVE CREEK BED IN THE EAST
 GY1021'FACE OF A VERTICAL ROCK CLIFF ON WEST BANK OF SAND LICK CREEK,
 GY1021'46 FEET WEST AND ACROSS CREEK FROM THE CENTER LINE OF HIGHWAY,
 GY1021'11 FEET WEST OF CENTER OF CREEK BED, 139 FEET SOUTH OF THE
 GY1021'SOUTH END OF WEST HEAD WALL OF A CONCRETE AND STONE BRIDGE
 GY1021'OVER SAND LICK CREEK, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1158 ***********************************************************************
 GY1158  DESIGNATION -  G 325
 GY1158  PID         -  GY1158
 GY1158  STATE/COUNTY-  KY/LETCHER
 GY1158  USGS QUAD   -  JENKINS WEST (1992)
 GY1158
 GY1158                         *CURRENT SURVEY CONTROL
 GY1158  ___________________________________________________________________
 GY1158* NAD 83(1986)-  37 12 07.     (N)    082 42 48.     (W)     SCALED    
 GY1158* NAVD 88     -       398.660  (meters)    1307.94   (feet)  ADJUSTED  
 GY1158  ___________________________________________________________________
 GY1158  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GY1158  DYNAMIC HT  -         398.324 (meters)    1306.83  (feet)  COMP
 GY1158  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 GY1158
 GY1158  VERT ORDER  -  SECOND    CLASS 0
 GY1158
 GY1158.The horizontal coordinates were scaled from a topographic map and have
 GY1158.an estimated accuracy of +/- 6 seconds.
 GY1158
 GY1158.The orthometric height was determined by differential leveling
 GY1158.and adjusted by the National Geodetic Survey in June 1991..
 GY1158
 GY1158.The geoid height was determined by GEOID03.
 GY1158
 GY1158.The dynamic height is computed by dividing the NAVD 88
 GY1158.geopotential number by the normal gravity value computed on the
 GY1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1158.degrees latitude (g = 980.6199 gals.).
 GY1158
 GY1158.The modeled gravity was interpolated from observed gravity values.
 GY1158
 GY1158;                    North         East    Units  Estimated Accuracy
 GY1158;SPC KY1Z     - 1,100,790.    1,769,530.      MT  (+/- 180 meters Scaled)
 GY1158
 GY1158                          SUPERSEDED SURVEY CONTROL
 GY1158
 GY1158  NGVD 29 (??/??/92)  398.816  (m)         1308.45   (f) ADJ UNCH    2 0
 GY1158
 GY1158.Superseded values are not recommended for survey control.
 GY1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1158.See file dsdata.txt to determine how the superseded data were derived.
 GY1158
 GY1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB479186(NAD 83)
 GY1158_MARKER: DB = BENCH MARK DISK
 GY1158_SETTING: 66 = SET IN ROCK OUTCROP
 GY1158_SP_SET: ROCK CUT
 GY1158_STAMPING: G 325 1953 1308.449
 GY1158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1158+STABILITY: POSITION/ELEVATION WELL
 GY1158
 GY1158  HISTORY     - Date     Condition        Report By
 GY1158  HISTORY     - 1953     MONUMENTED       CGS
 GY1158  HISTORY     - 1956     GOOD             NGS
 GY1158
 GY1158                          STATION DESCRIPTION
 GY1158
 GY1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1158'0.8 MI N FROM NEON.
 GY1158'0.8 MILE NORTH ALONG STATE HIGHWAY 317 FROM THE JUNCTION OF STATE
 GY1158'HIGHWAY 343 AT NEON, 0.15 MILE SOUTH OF CROSSING OF L. AND N.
 GY1158'RR. AT LITTLE CREEK, SET VERTICALLY IN THE EAST FACE OF A
 GY1158'12-FOOT HIGH ROCK CUT, 17 FEET WEST OF CENTER LINE OF HIGHWAY, 21
 GY1158'FEET SOUTH OF THE EXTENDED CENTER OF A DRIVE EAST ACROSS A WOODEN
 GY1158'BRIDGE TO A BRICK HOUSE, 43 FEET WEST NORTHWEST AND ACROSS HIGHWAY
 GY1158'FROM POWER POLE NO. 355-35, AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0896 ***********************************************************************
 GY0896  DESIGNATION -  G 326
 GY0896  PID         -  GY0896
 GY0896  STATE/COUNTY-  KY/LETCHER
 GY0896  USGS QUAD   -  JENKINS WEST (1992)
 GY0896
 GY0896                         *CURRENT SURVEY CONTROL
 GY0896  ___________________________________________________________________
 GY0896* NAD 83(1986)-  37 09 45.     (N)    082 44 36.     (W)     SCALED    
 GY0896* NAVD 88     -       379.255  (meters)    1244.27   (feet)  ADJUSTED  
 GY0896  ___________________________________________________________________
 GY0896  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GY0896  DYNAMIC HT  -         378.935 (meters)    1243.22  (feet)  COMP
 GY0896  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 GY0896
 GY0896  VERT ORDER  -  FIRST     CLASS I
 GY0896
 GY0896.The horizontal coordinates were scaled from a topographic map and have
 GY0896.an estimated accuracy of +/- 6 seconds.
 GY0896
 GY0896.The orthometric height was determined by differential leveling
 GY0896.and adjusted by the National Geodetic Survey in June 1991..
 GY0896
 GY0896.The geoid height was determined by GEOID03.
 GY0896
 GY0896.The dynamic height is computed by dividing the NAVD 88
 GY0896.geopotential number by the normal gravity value computed on the
 GY0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0896.degrees latitude (g = 980.6199 gals.).
 GY0896
 GY0896.The modeled gravity was interpolated from observed gravity values.
 GY0896
 GY0896;                    North         East    Units  Estimated Accuracy
 GY0896;SPC KY1Z     - 1,096,330.    1,767,010.      MT  (+/- 180 meters Scaled)
 GY0896
 GY0896                          SUPERSEDED SURVEY CONTROL
 GY0896
 GY0896  NGVD 29 (??/??/92)  379.412  (m)         1244.79   (f) ADJ UNCH    1 1
 GY0896
 GY0896.Superseded values are not recommended for survey control.
 GY0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0896.See file dsdata.txt to determine how the superseded data were derived.
 GY0896
 GY0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB452143(NAD 83)
 GY0896_MARKER: DB = BENCH MARK DISK
 GY0896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0896_SP_SET: STEP
 GY0896_STAMPING: G 326 1953 1244.788
 GY0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0896
 GY0896  HISTORY     - Date     Condition        Report By
 GY0896  HISTORY     - 1953     MONUMENTED       CGS
 GY0896  HISTORY     - 1967     GOOD             NGS
 GY0896
 GY0896                          STATION DESCRIPTION
 GY0896
 GY0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0896'9.2 MI NE FROM WHITESBURG.
 GY0896'ABOUT 9.15 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY0896'RAILROAD FROM THE STATION AT WHITESBURG, OR ABOUT 6.3 MILES WEST
 GY0896'ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE AT JENKINS, THENCE
 GY0896'2.95 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD,
 GY0896'9 1/2 FEET EAST OF THE EAST RAIL OF THE TRACK, SET IN THE TOP
 GY0896'OF THE EAST END OF THE 2ND STONE STEP BELOW THE TOP OF THE NORTH
 GY0896'STONE ABUTMENT OF RAILROAD BRIDGE NUMBER 136 OVER THE NORTH FORK
 GY0896'KENTUCKY RIVER, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1352 ***********************************************************************
 GA1352  DESIGNATION -  G 327
 GA1352  PID         -  GA1352
 GA1352  STATE/COUNTY-  KY/HARLAN
 GA1352  USGS QUAD   -  BENHAM (1979)
 GA1352
 GA1352                         *CURRENT SURVEY CONTROL
 GA1352  ___________________________________________________________________
 GA1352* NAD 83(1986)-  36 57 54.     (N)    082 55 03.     (W)     SCALED    
 GA1352* NAVD 88     -       530.392  (meters)    1740.13   (feet)  ADJUSTED  
 GA1352  ___________________________________________________________________
 GA1352  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA1352  DYNAMIC HT  -         529.902 (meters)    1738.52  (feet)  COMP
 GA1352  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 GA1352
 GA1352  VERT ORDER  -  SECOND    CLASS 0
 GA1352
 GA1352.The horizontal coordinates were scaled from a topographic map and have
 GA1352.an estimated accuracy of +/- 6 seconds.
 GA1352
 GA1352.The orthometric height was determined by differential leveling
 GA1352.and adjusted by the National Geodetic Survey in June 1991..
 GA1352
 GA1352.The geoid height was determined by GEOID03.
 GA1352
 GA1352.The dynamic height is computed by dividing the NAVD 88
 GA1352.geopotential number by the normal gravity value computed on the
 GA1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1352.degrees latitude (g = 980.6199 gals.).
 GA1352
 GA1352.The modeled gravity was interpolated from observed gravity values.
 GA1352
 GA1352;                    North         East    Units  Estimated Accuracy
 GA1352;SPC KY1Z     - 1,073,930.    1,752,210.      MT  (+/- 180 meters Scaled)
 GA1352
 GA1352                          SUPERSEDED SURVEY CONTROL
 GA1352
 GA1352  NGVD 29 (??/??/92)  530.476  (m)         1740.40   (f) ADJ UNCH    2 0
 GA1352
 GA1352.Superseded values are not recommended for survey control.
 GA1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1352.See file dsdata.txt to determine how the superseded data were derived.
 GA1352
 GA1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA293927(NAD 83)
 GA1352_MARKER: DB = BENCH MARK DISK
 GA1352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1352_SP_SET: BUILDING
 GA1352_STAMPING: G 327 1953 1740.403
 GA1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1352
 GA1352  HISTORY     - Date     Condition        Report By
 GA1352  HISTORY     - 1953     MONUMENTED       CGS
 GA1352  HISTORY     - 1956     GOOD             NGS
 GA1352
 GA1352                          STATION DESCRIPTION
 GA1352
 GA1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1352'AT LYNCH.
 GA1352'AT LYNCH, 0.55 MILE WEST ALONG STATE HIGHWAY 160 FROM HIGH SCHOOL
 GA1352'AT LYNCH, SET VERTICALLY IN THE SOUTH FACE OF CONCRETE FOUNDATION
 GA1352'OF L. AND N. RR. STATION BUILDING, ABOUT 40 YARDS SOUTH OF THE
 GA1352'CENTER OF HIGHWAY, 11 FEET NORTH OF THE NORTH RAIL, 1.7 FEET
 GA1352'EAST OF SOUTHWEST CORNER OF STATION AND 1 FOOT ABOVE LEVEL OF
 GA1352'SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1719 ***********************************************************************
 GA1719  DESIGNATION -  G 328
 GA1719  PID         -  GA1719
 GA1719  STATE/COUNTY-  KY/HARLAN
 GA1719  USGS QUAD   -  LOUELLEN (1982)
 GA1719
 GA1719                         *CURRENT SURVEY CONTROL
 GA1719  ___________________________________________________________________
 GA1719* NAD 83(1986)-  36 54 47.     (N)    083 00 27.     (W)     SCALED    
 GA1719* NAVD 88     -      1110.629  (meters)    3643.79   (feet)  ADJUSTED  
 GA1719  ___________________________________________________________________
 GA1719  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA1719  DYNAMIC HT  -        1109.676 (meters)    3640.66  (feet)  COMP
 GA1719  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 GA1719
 GA1719  VERT ORDER  -  SECOND    CLASS 0
 GA1719
 GA1719.The horizontal coordinates were scaled from a topographic map and have
 GA1719.an estimated accuracy of +/- 6 seconds.
 GA1719
 GA1719.The orthometric height was determined by differential leveling
 GA1719.and adjusted by the National Geodetic Survey in June 1991..
 GA1719
 GA1719.The geoid height was determined by GEOID03.
 GA1719
 GA1719.The dynamic height is computed by dividing the NAVD 88
 GA1719.geopotential number by the normal gravity value computed on the
 GA1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1719.degrees latitude (g = 980.6199 gals.).
 GA1719
 GA1719.The modeled gravity was interpolated from observed gravity values.
 GA1719
 GA1719;                    North         East    Units  Estimated Accuracy
 GA1719;SPC KY1Z     - 1,067,930.    1,744,370.      MT  (+/- 180 meters Scaled)
 GA1719
 GA1719                          SUPERSEDED SURVEY CONTROL
 GA1719
 GA1719  NGVD 29 (??/??/92) 1110.807  (m)         3644.37   (f) ADJ UNCH    2 0
 GA1719
 GA1719.Superseded values are not recommended for survey control.
 GA1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1719.See file dsdata.txt to determine how the superseded data were derived.
 GA1719
 GA1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA211871(NAD 83)
 GA1719_MARKER: DB = BENCH MARK DISK
 GA1719_SETTING: 66 = SET IN ROCK OUTCROP
 GA1719_SP_SET: OUTCROP
 GA1719_STAMPING: G 328 1953 3644.373
 GA1719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1719+STABILITY: POSITION/ELEVATION WELL
 GA1719
 GA1719  HISTORY     - Date     Condition        Report By
 GA1719  HISTORY     - 1953     MONUMENTED       CGS
 GA1719  HISTORY     - 1956     GOOD             NGS
 GA1719
 GA1719                          STATION DESCRIPTION
 GA1719
 GA1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1719'7 MI NE FROM LOUELLEN.
 GA1719'7.0 MILES NORTHEAST ALONG ROAD FOLLOWING FUGITT CREEK AND UP
 GA1719'WEST SLOPE AND OVER TOP OF BLACK MOUNTAIN FROM JUNCTION OF STATE
 GA1719'HIGHWAY 38 AND SCHOOL AT LOUELLEN, AT THE TOP OF A GRADE AND ON
 GA1719'THE OUTSIDE OF A SHARP CURVE WITH TANGENTS EXTENDING NORTH AND
 GA1719'NORTHEAST, ABOUT 25 YARDS SOUTHWEST OF A VERY LARGE OUTCROP,
 GA1719'SET IN THE TOP OF THE WEST CORNER OF A 12 BY 18-FOOT OUTCROP
 GA1719'WHICH PROJECTS ABOUT 3 FEET ABOVE GROUND AND IS COVERED WITH
 GA1719'VEGETATION, 21 FEET SOUTH SOUTHEAST OF CENTER OF ROAD, 2.2 FEET
 GA1719'NORTHEAST OF WEST CORNER OF OUTCROP, 1.3 FEET SOUTHEAST OF
 GA1719'NORTHWEST EDGE OF OUTCROP, ABOUT 5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1697 ***********************************************************************
 GA1697  DESIGNATION -  G 329
 GA1697  PID         -  GA1697
 GA1697  STATE/COUNTY-  KY/HARLAN
 GA1697  USGS QUAD   -  EVARTS (1954)
 GA1697
 GA1697                         *CURRENT SURVEY CONTROL
 GA1697  ___________________________________________________________________
 GA1697* NAD 83(1986)-  36 51 29.     (N)    083 14 56.     (W)     SCALED    
 GA1697* NAVD 88     -       379.403  (meters)    1244.76   (feet)  ADJUSTED  
 GA1697  ___________________________________________________________________
 GA1697  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA1697  DYNAMIC HT  -         379.074 (meters)    1243.68  (feet)  COMP
 GA1697  MODELED GRAV-     979,752.1   (mgal)                       NAVD 88
 GA1697
 GA1697  VERT ORDER  -  SECOND    CLASS 0
 GA1697
 GA1697.The horizontal coordinates were scaled from a topographic map and have
 GA1697.an estimated accuracy of +/- 6 seconds.
 GA1697
 GA1697.The orthometric height was determined by differential leveling
 GA1697.and adjusted by the National Geodetic Survey in June 1991..
 GA1697
 GA1697.The geoid height was determined by GEOID03.
 GA1697
 GA1697.The dynamic height is computed by dividing the NAVD 88
 GA1697.geopotential number by the normal gravity value computed on the
 GA1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1697.degrees latitude (g = 980.6199 gals.).
 GA1697
 GA1697.The modeled gravity was interpolated from observed gravity values.
 GA1697
 GA1697;                    North         East    Units  Estimated Accuracy
 GA1697;SPC KY1Z     - 1,061,230.    1,723,030.      MT  (+/- 180 meters Scaled)
 GA1697
 GA1697                          SUPERSEDED SURVEY CONTROL
 GA1697
 GA1697  NGVD 29 (??/??/92)  379.547  (m)         1245.23   (f) ADJ UNCH    2 0
 GA1697
 GA1697.Superseded values are not recommended for survey control.
 GA1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1697.See file dsdata.txt to determine how the superseded data were derived.
 GA1697
 GA1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA995814(NAD 83)
 GA1697_MARKER: DB = BENCH MARK DISK
 GA1697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1697_SP_SET: CULVERT
 GA1697_STAMPING: G 329 1953 1245.230
 GA1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1697
 GA1697  HISTORY     - Date     Condition        Report By
 GA1697  HISTORY     - 1953     MONUMENTED       CGS
 GA1697  HISTORY     - 1956     POOR             NGS
 GA1697  HISTORY     - 20010514 POOR             KYDT
 GA1697
 GA1697                          STATION DESCRIPTION
 GA1697
 GA1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1697'5 MI E FROM HARLAN.
 GA1697'4.95 MILES EAST ALONG STATE HIGHWAY 38 FROM JUNCTION OF U.S.
 GA1697'HIGHWAY 421 AT HARLAN, AT AGES, 0.1 MILE EAST OF POST OFFICE
 GA1697'BROOKSIDE, ABOUT 70 YARDS WEST OF A HIGHWAY BRIDGE OVER AGES
 GA1697'CREEK, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 GA1697'HEAD WALL OF A L. AND N. RAILROAD CULVERT FOR AGES CREEK, 36
 GA1697'FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 5.5 FEET NORTHEAST
 GA1697'OF THE NORTHEAST RAIL OF A SIDE TRACK AND ABOUT 2 FEET BELOW
 GA1697'LEVEL OF TRACK AND ABOUT LEVEL WITH HIGHWAY.  NOTE-- MARK IS
 GA1697'3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE RAILROAD
 GA1697'STATION AT EVARTS.
 GA1697
 GA1697                          STATION RECOVERY (2001)
 GA1697
 GA1697'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1697'MARK BADLY MUTILATED, CAN BARELY MAKE OUT STAMPING, STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1790 ***********************************************************************
 HY1790  DESIGNATION -  G 33
 HY1790  PID         -  HY1790
 HY1790  STATE/COUNTY-  KY/NICHOLAS
 HY1790  USGS QUAD   -  MOOREFIELD (1978)
 HY1790
 HY1790                         *CURRENT SURVEY CONTROL
 HY1790  ___________________________________________________________________
 HY1790* NAD 83(1986)-  38 22 16.     (N)    083 56 55.     (W)     SCALED    
 HY1790* NAVD 88     -       194.640  (meters)     638.58   (feet)  ADJUSTED  
 HY1790  ___________________________________________________________________
 HY1790  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HY1790  DYNAMIC HT  -         194.502 (meters)     638.13  (feet)  COMP
 HY1790  MODELED GRAV-     979,915.9   (mgal)                       NAVD 88
 HY1790
 HY1790  VERT ORDER  -  SECOND    CLASS 0
 HY1790
 HY1790.The horizontal coordinates were scaled from a topographic map and have
 HY1790.an estimated accuracy of +/- 6 seconds.
 HY1790
 HY1790.The orthometric height was determined by differential leveling
 HY1790.and adjusted by the National Geodetic Survey in June 1991..
 HY1790
 HY1790.The geoid height was determined by GEOID03.
 HY1790
 HY1790.The dynamic height is computed by dividing the NAVD 88
 HY1790.geopotential number by the normal gravity value computed on the
 HY1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1790.degrees latitude (g = 980.6199 gals.).
 HY1790
 HY1790.The modeled gravity was interpolated from observed gravity values.
 HY1790
 HY1790;                    North         East    Units  Estimated Accuracy
 HY1790;SPC KY1Z     - 1,227,680.    1,657,400.      MT  (+/- 180 meters Scaled)
 HY1790
 HY1790                          SUPERSEDED SURVEY CONTROL
 HY1790
 HY1790  NGVD 29 (??/??/92)  194.842  (m)          639.24   (f) ADJ UNCH    2 0
 HY1790
 HY1790.Superseded values are not recommended for survey control.
 HY1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1790.See file dsdata.txt to determine how the superseded data were derived.
 HY1790
 HY1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC424511(NAD 83)
 HY1790_MARKER: DB = BENCH MARK DISK
 HY1790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1790_SP_SET: ABUTMENT
 HY1790_STAMPING: G 33 1935 639.244
 HY1790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1790
 HY1790  HISTORY     - Date     Condition        Report By
 HY1790  HISTORY     - 1935     MONUMENTED       CGS
 HY1790  HISTORY     - 1955     GOOD             NGS
 HY1790
 HY1790                          STATION DESCRIPTION
 HY1790
 HY1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1790'1.7 MI NE FROM MYERS.
 HY1790'1.7 MILES NORTHEAST ALONG THE L. AND N. RAILROAD FROM THE OLD
 HY1790'STATION SITE AT MYERS, IN THE SOUTHEAST END OF THE SOUTHWEST
 HY1790'ABUTMENT OF BRIDGE NO. 82 OVER LICKING RIVER, 8 FEET SOUTHEAST
 HY1790'OF THE SOUTHEAST RAIL.  NOTE-- 2.85 MILES NORTHEAST ALONG STATE
 HY1790'HIGHWAY 32 FROM THE ROAD WEST TO THE OLD STATION SITE IN MYERS,
 HY1790'THENCE 1.45 MILE NORTHWEST TO PLEASANT VALLEY STATION ALONG
 HY1790'GRAVEL ROAD TO FORK, KEEP LEFT THEN RIGHT DOWN HILL TO WEST FOR
 HY1790'0.8 MILE, THENCE SOUTH THROUGH GATE TO DAYTONS FARM, 0.15 MILE
 HY1790'TO HOUSE, THENCE SOUTHEAST FOR 0.45 MILE TO END OF ROAD AT
 HY1790'TRACKS, THENCE SOUTHWEST ON TRACK 0.25 MILE TO SOUTHWEST END
 HY1790'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2582 ***********************************************************************
 AE2582  DESIGNATION -  G 33
 AE2582  PID         -  AE2582
 AE2582  STATE/COUNTY-  KY/GREENUP
 AE2582  USGS QUAD   -  IRONTON (1987)
 AE2582
 AE2582                         *CURRENT SURVEY CONTROL
 AE2582  ___________________________________________________________________
 AE2582* NAD 83(1993)-  38 33 12.03275(N)    082 44 04.58259(W)     ADJUSTED  
 AE2582* NAVD 88     -       167.0    (meters)     548.     (feet)  GPS OBS   
 AE2582  ___________________________________________________________________
 AE2582  X           -     631,630.098 (meters)                     COMP
 AE2582  Y           -  -4,954,385.233 (meters)                     COMP
 AE2582  Z           -   3,953,745.355 (meters)                     COMP
 AE2582  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AE2582  ELLIP HEIGHT-         134.10  (meters)          (09/04/97) GPS OBS
 AE2582  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 AE2582
 AE2582  HORZ ORDER  -  FIRST
 AE2582  ELLP ORDER  -  FOURTH    CLASS I
 AE2582
 AE2582.The horizontal coordinates were established by GPS observations
 AE2582.and adjusted by the National Geodetic Survey in September 1997..
 AE2582
 AE2582.The orthometric height was determined by GPS observations and a
 AE2582.high-resolution geoid model.
 AE2582
 AE2582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2582
 AE2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2582
 AE2582.The ellipsoidal height was determined by GPS observations
 AE2582.and is referenced to NAD 83.
 AE2582
 AE2582.The geoid height was determined by GEOID03.
 AE2582
 AE2582;                    North         East     Units Scale Factor Converg.
 AE2582;SPC KY1Z     - 1,250,634.839 1,762,794.630   MT  0.99997465   +1 51 04.8
 AE2582;SPC KY1Z     - 4,103,124.47  5,783,435.38   sFT  0.99997465   +1 51 04.8
 AE2582;SPC KY N     -   118,005.068   632,083.617   MT  0.99996320   +0 56 33.6
 AE2582;SPC KY N     -   387,154.96  2,073,761.00   sFT  0.99996320   +0 56 33.6
 AE2582;UTM  17      - 4,268,638.615   348,852.431   MT  0.99988134   -1 04 52.6
 AE2582
 AE2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2582!SPC KY1Z     -   0.99997896  x   0.99997465  =   0.99995361
 AE2582!SPC KY N     -   0.99997896  x   0.99996320  =   0.99994216
 AE2582!UTM  17      -   0.99997896  x   0.99988134  =   0.99986030
 AE2582
 AE2582|---------------------------------------------------------------------|
 AE2582| PID    Reference Object                     Distance      Geod. Az  |
 AE2582|                                                           dddmmss.s |
 AE2582| HY2535 ASHPORT                             282.328 METERS 28706     |
 AE2582|---------------------------------------------------------------------|
 AE2582
 AE2582                          SUPERSEDED SURVEY CONTROL
 AE2582
 AE2582.No superseded survey control is available for this station.
 AE2582
 AE2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC4885268639(NAD 83)
 AE2582_MARKER: DD = SURVEY DISK
 AE2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2582_STAMPING: G-33
 AE2582_MARK LOGO: USE   
 AE2582_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2582+STABILITY: SURFACE MOTION
 AE2582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2582+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1996
 AE2582
 AE2582  HISTORY     - Date     Condition        Report By
 AE2582  HISTORY     - UNK      MONUMENTED       USE
 AE2582  HISTORY     - 19960907 GOOD             NGS
 AE2582
 AE2582                          STATION DESCRIPTION
 AE2582
 AE2582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AE2582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW) .  INITIAL
 AE2582'RECOVEREY AT THIS TIME.  THE STATION IS ABOUT 13 KM (8.05 MI)
 AE2582'NORTHWEST OF ASHLAND AND ABOUT 10 KM (6.20 MI) EAST OF GREENUP, 1.6 KM
 AE2582'(1.00 MI) NORTHEAST OF U.S.  ROUTE 23 AT THE ASHLAND-BOYD COUNTY
 AE2582'AIRPORT.  AIRPORT MANAGER RANDY BROWN, 501 SCOTT STREET, WORTHINGTON
 AE2582'KY 41183.  PHONE 606-836-1162. TO REACH THE STATION FROM THE JUNCTION
 AE2582'OF U.S.  ROUTE 23 AND THE NORTHWEST TERMINUS OF STATE ROUTE 750 (POND
 AE2582'RUN ROAD) IN RACELAND KY, GO NORTH THEN NORTHWEST THEN NORTH AGAIN ON
 AE2582'POND RUN ROAD FOR A TOTAL OF 0.9 KM (0.55 MI) PASSING GREENUP AVENUE
 AE2582'(OLD U.S.  23) AT THE INITIAL POINT OF STATE ROUTE 244 AT 0.16 KM
 AE2582'(0.10 MI) AND PASSING UNDER THREE RAILROAD BRIDGES TO A PAVED STREET
 AE2582'LEFT AFTER THE THIRD BRIDGE AND AT THE END OF POND RUN ROAD (S.R.  244
 AE2582'CONTINUES AHEAD RIGHT ON STEWART STREET) .  TURN LEFT AND GO WEST THEN
 AE2582'NORTHWEST ON CENTER STREET FOR 0.16 KM (0.10 MI) TO THE TERMINUS OF
 AE2582'CENTER STREET AND THE WORTHINGTON ELEMENTARY SCHOOL AHEAD.  TURN LEFT
 AE2582'AND GO WEST THEN NORTHWEST FOR 0.9 KM (0.55 MI) ON SCOTT STREET TO THE
 AE2582'GENERAL AVIATION GATE TO THE AIRPORT ON RIGHT.  TURN RIGHT AND GO
 AE2582'NORTHERLY FOR 0.05 MI, (0.08 KM) BEARING LEFT THROUGH A PARKING AREA
 AE2582'TO A GATE AHEAD AND THE AIRPORT OFFICE ON RIGHT.  PASS THROUGH THE
 AE2582'GATE AND CONTINUE AHEAD NORTHERLY FOR 0.08 KM (0.05 MI) TO A PARALLEL
 AE2582'TAXIWAY.  TURN RIGHT AND GO 0.24 KM (0.15 MI) TO THE STATION ON RIGHT
 AE2582'AT THE TOP OF A DITCH CUT SLOPE. THE STATION IS LOCATED ABOUT 89.3 M
 AE2582'(293.0 FT) EASTERLY OF A PERIMETER FENCE CORNER OF A SIX FT CHAINLINK
 AE2582'FENCE WITH THREE BARBED STRANDS, 24.2 M (79.4 FT) SOUTH SOUTHWEST OF
 AE2582'THE PARALLEL TAXIWAY CENTER, ABOUT 18.6 M (61.0 FT) EAST OF A WOOD
 AE2582'UTILITY POLE WITH STREET LIGHT NEAR THE EAST END OF A TREE LINE, 17.7
 AE2582'M (58.1 FT) SOUTH OF THE THIRD TAXIWAY LIGHT EAST OF THE GENERAL
 AE2582'AVIATION RAMP ON THE SOUTH SIDE OF THE TAXIWAY, 5.9 M (19.4 FT) NORTH
 AE2582'NORTHEAST OF THE PERIMETER FENCE, 4.6 M (15.1 FT) SOUTH SOUTHWEST OF
 AE2582'THE DITCH CENTER.  THE STATION IS RECESSED 15 CM (6 IN) BELOW GRADE
 AE2582'AND IS ABOUT 0.8 M (2.6 FT) ABOVE THE TAXIWAY. NOTE--STATION RECOVERED
 AE2582'WITHOUT YEAR OR AGENCY STAMP.  AIRPORT MANAGER SUGGESTED THE YEAR MAY
 AE2582'HAVE BEEN ABOUT 1957, WHEN THE HIGH LEVEL DAM AT GREENUP WAS
 AE2582'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1683 ***********************************************************************
 GA1683  DESIGNATION -  G 330
 GA1683  PID         -  GA1683
 GA1683  STATE/COUNTY-  KY/HARLAN
 GA1683  USGS QUAD   -  LOUELLEN (1982)
 GA1683
 GA1683                         *CURRENT SURVEY CONTROL
 GA1683  ___________________________________________________________________
 GA1683* NAD 83(1986)-  36 53 02.     (N)    083 01 17.     (W)     SCALED    
 GA1683* NAVD 88     -       517.338  (meters)    1697.30   (feet)  ADJUSTED  
 GA1683  ___________________________________________________________________
 GA1683  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA1683  DYNAMIC HT  -         516.880 (meters)    1695.80  (feet)  COMP
 GA1683  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 GA1683
 GA1683  VERT ORDER  -  SECOND    CLASS 0
 GA1683
 GA1683.The horizontal coordinates were scaled from a topographic map and have
 GA1683.an estimated accuracy of +/- 6 seconds.
 GA1683
 GA1683.The orthometric height was determined by differential leveling
 GA1683.and adjusted by the National Geodetic Survey in June 1991..
 GA1683
 GA1683.The geoid height was determined by GEOID03.
 GA1683
 GA1683.The dynamic height is computed by dividing the NAVD 88
 GA1683.geopotential number by the normal gravity value computed on the
 GA1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1683.degrees latitude (g = 980.6199 gals.).
 GA1683
 GA1683.The modeled gravity was interpolated from observed gravity values.
 GA1683
 GA1683;                    North         East    Units  Estimated Accuracy
 GA1683;SPC KY1Z     - 1,064,660.    1,743,230.      MT  (+/- 180 meters Scaled)
 GA1683
 GA1683                          SUPERSEDED SURVEY CONTROL
 GA1683
 GA1683  NGVD 29 (??/??/92)  517.468  (m)         1697.73   (f) ADJ UNCH    2 0
 GA1683
 GA1683.Superseded values are not recommended for survey control.
 GA1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1683.See file dsdata.txt to determine how the superseded data were derived.
 GA1683
 GA1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA198839(NAD 83)
 GA1683_MARKER: DB = BENCH MARK DISK
 GA1683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1683_SP_SET: CULVERT
 GA1683_STAMPING: G 330 1953 1697.726
 GA1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1683
 GA1683  HISTORY     - Date     Condition        Report By
 GA1683  HISTORY     - 1953     MONUMENTED       CGS
 GA1683  HISTORY     - 1956     POOR             NGS
 GA1683
 GA1683                          STATION DESCRIPTION
 GA1683
 GA1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1683'4.6 MI SE FROM LOUELLEN.
 GA1683'ABOUT 4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE
 GA1683'SCHOOL AT LOUELLEN, ABOUT 0.35 MILE WEST OF A BRIDGE OVER
 GA1683'MOUTH OF BREENDING CREEK, IN THE TOP OF THE EAST END OF THE
 GA1683'NORTH HEAD WALL OF A 16-FOOT CONCRETE CULVERT WITH PARTITION
 GA1683'FOR KELLYS BRANCH, 15 FEET NORTH OF CENTER LINE OF HIGHWAY,
 GA1683'35 FEET EAST OF CENTER LINE OF A ROAD NORTH ALONG KELLYS
 GA1683'BRANCH AND ABOUT LEVEL WITH HIGHWAY.
 GA1683
 GA1683                          STATION RECOVERY (1956)
 GA1683
 GA1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1683'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0974 ***********************************************************************
 HA0974  DESIGNATION -  G 331
 HA0974  PID         -  HA0974
 HA0974  STATE/COUNTY-  KY/HENDERSON
 HA0974  USGS QUAD   -  MOUNT VERNON (1981)
 HA0974
 HA0974                         *CURRENT SURVEY CONTROL
 HA0974  ___________________________________________________________________
 HA0974* NAD 83(1986)-  37 54 46.     (N)    087 54 39.     (W)     SCALED    
 HA0974* NAVD 88     -       109.366  (meters)     358.81   (feet)  ADJUSTED  
 HA0974  ___________________________________________________________________
 HA0974  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HA0974  DYNAMIC HT  -         109.292 (meters)     358.57  (feet)  COMP
 HA0974  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 HA0974
 HA0974  VERT ORDER  -  FIRST     CLASS II
 HA0974
 HA0974.The horizontal coordinates were scaled from a topographic map and have
 HA0974.an estimated accuracy of +/- 6 seconds.
 HA0974
 HA0974.The orthometric height was determined by differential leveling
 HA0974.and adjusted by the National Geodetic Survey in June 1991..
 HA0974
 HA0974.The geoid height was determined by GEOID03.
 HA0974
 HA0974.The dynamic height is computed by dividing the NAVD 88
 HA0974.geopotential number by the normal gravity value computed on the
 HA0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0974.degrees latitude (g = 980.6199 gals.).
 HA0974
 HA0974.The modeled gravity was interpolated from observed gravity values.
 HA0974
 HA0974;                    North         East    Units  Estimated Accuracy
 HA0974;SPC KY1Z     - 1,177,490.    1,310,020.      MT  (+/- 180 meters Scaled)
 HA0974
 HA0974                          SUPERSEDED SURVEY CONTROL
 HA0974
 HA0974  NGVD 29 (??/??/92)  109.467  (m)          359.14   (f) ADJ UNCH    1 2
 HA0974
 HA0974.Superseded values are not recommended for survey control.
 HA0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0974.See file dsdata.txt to determine how the superseded data were derived.
 HA0974
 HA0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG199965(NAD 83)
 HA0974_MARKER: DB = BENCH MARK DISK
 HA0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0974_STAMPING: G 331 1953
 HA0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0974+STABILITY: SURFACE MOTION
 HA0974
 HA0974  HISTORY     - Date     Condition        Report By
 HA0974  HISTORY     - 1953     MONUMENTED       CGS
 HA0974  HISTORY     - 1964     GOOD             FAS
 HA0974
 HA0974                          STATION DESCRIPTION
 HA0974
 HA0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0974'12 MI N FROM UNIONTOWN.
 HA0974'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 360 FROM THE
 HA0974'INTERSECTION OF MAIN STREET AT UNIONTOWN, THENCE ABOUT 5.65 MILES
 HA0974'NORTHEAST AND NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 5.75 MILES
 HA0974'WEST AND NORTH ALONG A ROAD FOLLOWING THE OHIO RIVER UPSTREAM,
 HA0974'ABOUT 1.15 MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 136
 HA0974'AT A POINT ABOUT 0.15 MILE SOUTH OF THE FERRY LANDING LEADING TO
 HA0974'MOUNT VERNON, POSEY COUNTY, INDIANA, 35 FEET SOUTHEAST OF CENTER
 HA0974'LINE OF ROAD, 13 FEET SOUTHWEST OF A LONE 12-INCH ELM TREE IN A
 HA0974'FENCE LINE, 35 FEET NORTHEAST OF A 24-INCH TRIPLE-TRUNK MAPLE TREE,
 HA0974'1 1/2 FEET NORTHWEST OF NORTH CORNER OF CONCRETE FOUNDATION OF AN
 HA0974'ABANDONED FARM HOUSE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 HA0974'POST, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 HA0974'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE MARK IS NOW FLUSH
 HA0974'WITH THE GROUND.
 HA0974
 HA0974                          STATION RECOVERY (1964)
 HA0974
 HA0974'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1484 ***********************************************************************
 HZ1484  DESIGNATION -  G 332 RESET 1967
 HZ1484  PID         -  HZ1484
 HZ1484  STATE/COUNTY-  KY/JEFFERSON
 HZ1484  USGS QUAD   -  NEW ALBANY (1992)
 HZ1484
 HZ1484                         *CURRENT SURVEY CONTROL
 HZ1484  ___________________________________________________________________
 HZ1484* NAD 83(1986)-  38 16 02.     (N)    085 46 51.     (W)     SCALED    
 HZ1484* NAVD 88     -       139.25   (meters)     456.9    (feet)  RESET     
 HZ1484  ___________________________________________________________________
 HZ1484  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1484
 HZ1484  VERT ORDER  -  THIRD
 HZ1484
 HZ1484.The horizontal coordinates were scaled from a topographic map and have
 HZ1484.an estimated accuracy of +/- 6 seconds.
 HZ1484
 HZ1484.The orthometric height was computed from unverified reset data.
 HZ1484.No vertical observational check was made to the station.
 HZ1484
 HZ1484.The geoid height was determined by GEOID03.
 HZ1484
 HZ1484;                    North         East    Units  Estimated Accuracy
 HZ1484;SPC KY1Z     - 1,214,630.    1,497,300.      MT  (+/- 180 meters Scaled)
 HZ1484
 HZ1484                          SUPERSEDED SURVEY CONTROL
 HZ1484
 HZ1484  NGVD 29 (??/??/??)  139.40   (m)          457.3    (f) RESET       3  
 HZ1484
 HZ1484.Superseded values are not recommended for survey control.
 HZ1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1484.See file dsdata.txt to determine how the superseded data were derived.
 HZ1484
 HZ1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH066361(NAD 83)
 HZ1484_MARKER: DB = BENCH MARK DISK
 HZ1484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1484_SP_SET: CONCRETE SLAB
 HZ1484_STAMPING: G 332 RESET 1967
 HZ1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1484
 HZ1484  HISTORY     - Date     Condition        Report By
 HZ1484  HISTORY     - 1967     MONUMENTED       CGS
 HZ1484
 HZ1484                          STATION DESCRIPTION
 HZ1484
 HZ1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HZ1484'AT LOUISVILLE.
 HZ1484'AT LOUISVILLE NEAR THE JUNCTION OF PORTLAND AVENUE AND NORTH
 HZ1484'20TH STREET.  A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE
 HZ1484'IN THE CONCRETE SLAB SUPPORTING A LARGE UTILITY POLE AND SEVERAL
 HZ1484'METAL COVERS FOR UNDERGROUND UTILITY SERVICES.  IT IS ALONG
 HZ1484'THE SOUTHWEST EDGE OF PORTLAND AVENUE ABOUT 300 FEET NORTHWEST
 HZ1484'OF THE T INTERSECTION OF PORTLAND AVENUE AND NORTH 20TH STREET,
 HZ1484'44 FEET SOUTHEAST OF A FIRE HYDRANT, 22 FEET SOUTHWEST OF THE
 HZ1484'APPROXIMATE CENTER OF PORTLAND AVENUE, 8.3 FEET NORTHEAST OF
 HZ1484'A CONCRETE BLOCK RETAINING WALL, 1.7 FEET SOUTHWEST OF THE
 HZ1484'NORTHEAST EDGE OF THE SLAB AND STREET CURB, 1.6 FEET SOUTHEAST
 HZ1484'OF UTILITY POLE NO. E1-60, AND ABOUT ON AN EXTENDED TANGENT OF
 HZ1484'THE PROPERTY LINE BETWEEN RESIDENCE NO. 2018 AND RESIDENCE NO. 2020.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0416 ***********************************************************************
 HA0416  DESIGNATION -  G 333
 HA0416  PID         -  HA0416
 HA0416  STATE/COUNTY-  KY/HANCOCK
 HA0416  USGS QUAD   -  TELL CITY (1980)
 HA0416
 HA0416                         *CURRENT SURVEY CONTROL
 HA0416  ___________________________________________________________________
 HA0416* NAD 83(1986)-  37 57 55.     (N)    086 51 09.     (W)     SCALED    
 HA0416* NAVD 88     -       123.197  (meters)     404.19   (feet)  ADJUSTED  
 HA0416  ___________________________________________________________________
 HA0416  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HA0416  DYNAMIC HT  -         123.111 (meters)     403.91  (feet)  COMP
 HA0416  MODELED GRAV-     979,936.6   (mgal)                       NAVD 88
 HA0416
 HA0416  VERT ORDER  -  FIRST     CLASS II
 HA0416
 HA0416.The horizontal coordinates were scaled from a topographic map and have
 HA0416.an estimated accuracy of +/- 6 seconds.
 HA0416
 HA0416.The orthometric height was determined by differential leveling
 HA0416.and adjusted by the National Geodetic Survey in June 1991..
 HA0416
 HA0416.The geoid height was determined by GEOID03.
 HA0416
 HA0416.The dynamic height is computed by dividing the NAVD 88
 HA0416.geopotential number by the normal gravity value computed on the
 HA0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0416.degrees latitude (g = 980.6199 gals.).
 HA0416
 HA0416.The modeled gravity was interpolated from observed gravity values.
 HA0416
 HA0416;                    North         East    Units  Estimated Accuracy
 HA0416;SPC KY1Z     - 1,181,690.    1,403,130.      MT  (+/- 180 meters Scaled)
 HA0416
 HA0416                          SUPERSEDED SURVEY CONTROL
 HA0416
 HA0416  NGVD 29 (??/??/92)  123.301  (m)          404.53   (f) ADJ UNCH    1 2
 HA0416
 HA0416.Superseded values are not recommended for survey control.
 HA0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0416.See file dsdata.txt to determine how the superseded data were derived.
 HA0416
 HA0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH129019(NAD 83)
 HA0416_MARKER: DB = BENCH MARK DISK
 HA0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0416_STAMPING: G 333 1953
 HA0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0416+STABILITY: SURFACE MOTION
 HA0416
 HA0416  HISTORY     - Date     Condition        Report By
 HA0416  HISTORY     - 1953     MONUMENTED       CGS
 HA0416
 HA0416                          STATION DESCRIPTION
 HA0416
 HA0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0416'3.8 MI NE FROM LEWISPORT.
 HA0416'ABOUT 3.75 MILES NORTHEAST ALONG STATE HIGHWAY 334 FROM THE
 HA0416'BAPTIST CHURCH AT LEWISPORT, AT A NORTHWEST-SOUTHEAST DRAINAGE
 HA0416'DITCH LINED WITH LARGE TREES BETWEEN TWO CULTIVATED FIELDS,
 HA0416'25 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 205 FEET NORTHWEST
 HA0416'AND ACROSS ROAD FROM WEST CORNER OF A BARN, 15 1/2 FEET
 HA0416'WEST-NORTHWEST OF WEST CORNER OF A 10-FOOT BRIDGE OVER DITCH,
 HA0416'3 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 13 FEET SOUTHWEST OF
 HA0416'CENTER LINE OF DITCH, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 HA0416'POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 HA0416'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1849 ***********************************************************************
 HZ1849  DESIGNATION -  G 334 RESET 1978
 HZ1849  PID         -  HZ1849
 HZ1849  STATE/COUNTY-  KY/JEFFERSON
 HZ1849  USGS QUAD   -  KOSMOSDALE (1994)
 HZ1849
 HZ1849                         *CURRENT SURVEY CONTROL
 HZ1849  ___________________________________________________________________
 HZ1849* NAD 83(1986)-  38 02 06.     (N)    085 54 30.     (W)     SCALED    
 HZ1849* NAVD 88     -       136.29   (meters)     447.1    (feet)  RESET     
 HZ1849  ___________________________________________________________________
 HZ1849  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HZ1849
 HZ1849  VERT ORDER  -  THIRD
 HZ1849
 HZ1849.The horizontal coordinates were scaled from a topographic map and have
 HZ1849.an estimated accuracy of +/- 6 seconds.
 HZ1849
 HZ1849.The orthometric height was computed from unverified reset data.
 HZ1849.No vertical observational check was made to the station.
 HZ1849
 HZ1849.The geoid height was determined by GEOID03.
 HZ1849
 HZ1849;                    North         East    Units  Estimated Accuracy
 HZ1849;SPC KY1Z     - 1,188,870.    1,486,100.      MT  (+/- 180 meters Scaled)
 HZ1849
 HZ1849                          SUPERSEDED SURVEY CONTROL
 HZ1849
 HZ1849  NGVD 29 (10/08/05)  136.42   (m)          447.6    (f) RESET       3  
 HZ1849
 HZ1849.Superseded values are not recommended for survey control.
 HZ1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1849.See file dsdata.txt to determine how the superseded data were derived.
 HZ1849
 HZ1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH958102(NAD 83)
 HZ1849_MARKER: DB = BENCH MARK DISK
 HZ1849_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HZ1849+WITH SETTING: PAVEMENT
 HZ1849_SP_SET: WATER TANK BASE
 HZ1849_STAMPING: G 334 RESET 1978
 HZ1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1849+STABILITY: SURFACE MOTION
 HZ1849
 HZ1849  HISTORY     - Date     Condition        Report By
 HZ1849  HISTORY     - 1978     MONUMENTED       NGS
 HZ1849
 HZ1849                          STATION DESCRIPTION
 HZ1849
 HZ1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 HZ1849'IN KOSMOSDALE.
 HZ1849'IN THE TOP OF THE CONCRETE BASE OF THE SOUTHWEST LEG OF THE NEW
 HZ1849'WATER TANK OF THE KOSMOS CEMENT CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1035 ***********************************************************************
 HA1035  DESIGNATION -  G 336
 HA1035  PID         -  HA1035
 HA1035  STATE/COUNTY-  KY/HENDERSON
 HA1035  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1035
 HA1035                         *CURRENT SURVEY CONTROL
 HA1035  ___________________________________________________________________
 HA1035* NAD 83(1986)-  37 53 55.     (N)    087 30 10.     (W)     SCALED    
 HA1035* NAVD 88     -       111.801  (meters)     366.80   (feet)  ADJUSTED  
 HA1035  ___________________________________________________________________
 HA1035  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HA1035  DYNAMIC HT  -         111.724 (meters)     366.55  (feet)  COMP
 HA1035  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 HA1035
 HA1035  VERT ORDER  -  FIRST     CLASS II
 HA1035
 HA1035.The horizontal coordinates were scaled from a topographic map and have
 HA1035.an estimated accuracy of +/- 6 seconds.
 HA1035
 HA1035.The orthometric height was determined by differential leveling
 HA1035.and adjusted by the National Geodetic Survey in June 1991..
 HA1035
 HA1035.The geoid height was determined by GEOID03.
 HA1035
 HA1035.The dynamic height is computed by dividing the NAVD 88
 HA1035.geopotential number by the normal gravity value computed on the
 HA1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1035.degrees latitude (g = 980.6199 gals.).
 HA1035
 HA1035.The modeled gravity was interpolated from observed gravity values.
 HA1035
 HA1035;                    North         East    Units  Estimated Accuracy
 HA1035;SPC KY1Z     - 1,175,170.    1,345,860.      MT  (+/- 180 meters Scaled)
 HA1035
 HA1035                          SUPERSEDED SURVEY CONTROL
 HA1035
 HA1035  NGVD 29 (??/??/92)  111.896  (m)          367.11   (f) ADJ UNCH    1 2
 HA1035
 HA1035.Superseded values are not recommended for survey control.
 HA1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1035.See file dsdata.txt to determine how the superseded data were derived.
 HA1035
 HA1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG557946(NAD 83)
 HA1035_MARKER: DB = BENCH MARK DISK
 HA1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1035_STAMPING: G 336 1953
 HA1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1035+STABILITY: SURFACE MOTION
 HA1035
 HA1035  HISTORY     - Date     Condition        Report By
 HA1035  HISTORY     - 1953     MONUMENTED       CGS
 HA1035  HISTORY     - 1964     GOOD             FAS
 HA1035
 HA1035                          STATION DESCRIPTION
 HA1035
 HA1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA1035'6.6 MI NE FROM HENDERSON.
 HA1035'ABOUT 2.65 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 HA1035'JUNCTION OF U.S. HIGHWAY 60 AT HENDERSON, THENCE ABOUT 1.65 MILES
 HA1035'NORTHEAST AND EAST ALONG STATE HIGHWAY 414, THENCE ABOUT 2.25 MILES
 HA1035'NORTH AND EAST ALONG A DIRT ROAD LEADING TO MOUTH OF GREEN
 HA1035'RIVER, ABOUT 0.1 MILE WEST OF A WOODEN BRIDGE OVER A DITCH, ABOUT
 HA1035'0.35 MILE WEST OF JUNCTION OF A ROAD SOUTH, IN LINE WITH A
 HA1035'NORTH-SOUTH ROW OF WHITE TOPPED POSTS THROUGH WOODS (PROBABLY
 HA1035'PROPERTY LINE POSTS), 23 FEET SOUTH OF CENTER LINE OF ROAD, 140
 HA1035'FEET EAST OF JUNCTION OF A TRAIL NORTHEAST TO A FIELD, 154 FEET
 HA1035'EAST OF SOUTH END OF AN 18-INCH PIPE CULVERT UNDER DIRT ROAD,
 HA1035'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 HA1035'PROJECTING 4 INCHES.
 HA1035
 HA1035                          STATION RECOVERY (1964)
 HA1035
 HA1035'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA1035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0628 ***********************************************************************
 HA0628  DESIGNATION -  G 337
 HA0628  PID         -  HA0628
 HA0628  STATE/COUNTY-  KY/DAVIESS
 HA0628  USGS QUAD   -  OWENSBORO WEST (1980)
 HA0628
 HA0628                         *CURRENT SURVEY CONTROL
 HA0628  ___________________________________________________________________
 HA0628* NAD 83(1986)-  37 49 43.     (N)    087 14 39.     (W)     SCALED    
 HA0628* NAVD 88     -       115.737  (meters)     379.71   (feet)  ADJUSTED  
 HA0628  ___________________________________________________________________
 HA0628  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HA0628  DYNAMIC HT  -         115.657 (meters)     379.45  (feet)  COMP
 HA0628  MODELED GRAV-     979,943.6   (mgal)                       NAVD 88
 HA0628
 HA0628  VERT ORDER  -  FIRST     CLASS II
 HA0628
 HA0628.The horizontal coordinates were scaled from a topographic map and have
 HA0628.an estimated accuracy of +/- 6 seconds.
 HA0628
 HA0628.The orthometric height was determined by differential leveling
 HA0628.and adjusted by the National Geodetic Survey in June 1991..
 HA0628
 HA0628.The geoid height was determined by GEOID03.
 HA0628
 HA0628.The dynamic height is computed by dividing the NAVD 88
 HA0628.geopotential number by the normal gravity value computed on the
 HA0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0628.degrees latitude (g = 980.6199 gals.).
 HA0628
 HA0628.The modeled gravity was interpolated from observed gravity values.
 HA0628
 HA0628;                    North         East    Units  Estimated Accuracy
 HA0628;SPC KY1Z     - 1,167,000.    1,368,480.      MT  (+/- 180 meters Scaled)
 HA0628
 HA0628                          SUPERSEDED SURVEY CONTROL
 HA0628
 HA0628  NGVD 29 (??/??/92)  115.836  (m)          380.04   (f) ADJ UNCH    1 2
 HA0628
 HA0628.Superseded values are not recommended for survey control.
 HA0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0628.See file dsdata.txt to determine how the superseded data were derived.
 HA0628
 HA0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG785868(NAD 83)
 HA0628_MARKER: DB = BENCH MARK DISK
 HA0628_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0628_SP_SET: BRIDGE
 HA0628_STAMPING: G 337 1953
 HA0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0628+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2003
 HA0628
 HA0628  HISTORY     - Date     Condition        Report By
 HA0628  HISTORY     - 1953     MONUMENTED       CGS
 HA0628  HISTORY     - 20030312 GOOD             USACEN
 HA0628
 HA0628                          STATION DESCRIPTION
 HA0628
 HA0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0628'0.4 MI N FROM STANLEY.
 HA0628'ABOUT 0.35 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM ITS CROSSING
 HA0628'WITH THE LOUISVILLE AND NASHVILLE RAILROAD AT STANLEY, THENCE
 HA0628'ABOUT 0.1 MILE NORTHWEST ALONG A GRAVEL ROAD, IN THE TOP OF THE
 HA0628'NORTH END OF EAST ABUTMENT OF A 15-FOOT CONCRETE BRIDGE OVER
 HA0628'A DITCH, 11 FEET NORTH OF CENTER LINE OF ROAD AND ABOUT LEVEL
 HA0628'WITH ROAD.
 HA0628
 HA0628                          STATION RECOVERY (2003)
 HA0628
 HA0628'RECOVERY NOTE BY COE NASHVILLE 2003 (PNB)
 HA0628'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0439 ***********************************************************************
 HA0439  DESIGNATION -  G 338
 HA0439  PID         -  HA0439
 HA0439  STATE/COUNTY-  KY/HANCOCK
 HA0439  USGS QUAD   -  CANNELTON (1993)
 HA0439
 HA0439                         *CURRENT SURVEY CONTROL
 HA0439  ___________________________________________________________________
 HA0439* NAD 83(1986)-  37 53 44.     (N)    086 44 33.     (W)     SCALED    
 HA0439* NAVD 88     -       185.493  (meters)     608.57   (feet)  ADJUSTED  
 HA0439  ___________________________________________________________________
 HA0439  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HA0439  DYNAMIC HT  -         185.362 (meters)     608.14  (feet)  COMP
 HA0439  MODELED GRAV-     979,921.0   (mgal)                       NAVD 88
 HA0439
 HA0439  VERT ORDER  -  FIRST     CLASS II
 HA0439
 HA0439.The horizontal coordinates were scaled from a topographic map and have
 HA0439.an estimated accuracy of +/- 6 seconds.
 HA0439
 HA0439.The orthometric height was determined by differential leveling
 HA0439.and adjusted by the National Geodetic Survey in June 1991..
 HA0439
 HA0439.The geoid height was determined by GEOID03.
 HA0439
 HA0439.The dynamic height is computed by dividing the NAVD 88
 HA0439.geopotential number by the normal gravity value computed on the
 HA0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0439.degrees latitude (g = 980.6199 gals.).
 HA0439
 HA0439.The modeled gravity was interpolated from observed gravity values.
 HA0439
 HA0439;                    North         East    Units  Estimated Accuracy
 HA0439;SPC KY1Z     - 1,173,840.    1,412,710.      MT  (+/- 180 meters Scaled)
 HA0439
 HA0439                          SUPERSEDED SURVEY CONTROL
 HA0439
 HA0439  NGVD 29 (??/??/92)  185.597  (m)          608.91   (f) ADJ UNCH    1 2
 HA0439
 HA0439.Superseded values are not recommended for survey control.
 HA0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0439.See file dsdata.txt to determine how the superseded data were derived.
 HA0439
 HA0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG226942(NAD 83)
 HA0439_MARKER: DB = BENCH MARK DISK
 HA0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0439_STAMPING: G 338 1953
 HA0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0439+STABILITY: SURFACE MOTION
 HA0439
 HA0439  HISTORY     - Date     Condition        Report By
 HA0439  HISTORY     - 1953     MONUMENTED       CGS
 HA0439
 HA0439                          STATION DESCRIPTION
 HA0439
 HA0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0439'1.3 MI SE FROM HAWESVILLE.
 HA0439'ABOUT 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE COURT
 HA0439'HOUSE AT HAWESVILLE, AT THE NORTHEAST END OF A CUT AND SOUTHWEST
 HA0439'END OF A FILL, ON THE INSIDE OF A CURVE, 29 1/2 FEET NORTHWEST
 HA0439'OF CENTER LINE OF HIGHWAY, 58 FEET SOUTHWEST OF JUNCTION OF
 HA0439'A NARROW ROAD LEADING SOUTH TO A GROUP OF HOUSES, 91 FEET
 HA0439'EAST-NORTHEAST AND ACROSS HIGHWAY FROM POWER POLE NO. 8 - 617,
 HA0439'23 FEET SOUTHWEST OF A FENCE CORNER, 66 FEET SOUTHWEST OF
 HA0439'SOUTHWEST END OF NORTHWEST CONCRETE HEAD WALL OF A PIPE CULVERT
 HA0439'UNDER FILL, ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY AND SET IN
 HA0439'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0310 ***********************************************************************
 JA0310  DESIGNATION -  G 339
 JA0310  PID         -  JA0310
 JA0310  STATE/COUNTY-  KY/MEADE
 JA0310  USGS QUAD   -  ALTON (1993)
 JA0310
 JA0310                         *CURRENT SURVEY CONTROL
 JA0310  ___________________________________________________________________
 JA0310* NAD 83(1986)-  38 06 03.     (N)    086 23 30.     (W)     SCALED    
 JA0310* NAVD 88     -       129.630  (meters)     425.29   (feet)  ADJUSTED  
 JA0310  ___________________________________________________________________
 JA0310  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JA0310  DYNAMIC HT  -         129.538 (meters)     424.99  (feet)  COMP
 JA0310  MODELED GRAV-     979,911.9   (mgal)                       NAVD 88
 JA0310
 JA0310  VERT ORDER  -  FIRST     CLASS II
 JA0310
 JA0310.The horizontal coordinates were scaled from a topographic map and have
 JA0310.an estimated accuracy of +/- 6 seconds.
 JA0310
 JA0310.The orthometric height was determined by differential leveling
 JA0310.and adjusted by the National Geodetic Survey in June 1991..
 JA0310
 JA0310.The geoid height was determined by GEOID03.
 JA0310
 JA0310.The dynamic height is computed by dividing the NAVD 88
 JA0310.geopotential number by the normal gravity value computed on the
 JA0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0310.degrees latitude (g = 980.6199 gals.).
 JA0310
 JA0310.The modeled gravity was interpolated from observed gravity values.
 JA0310
 JA0310;                    North         East    Units  Estimated Accuracy
 JA0310;SPC KY1Z     - 1,196,360.    1,443,720.      MT  (+/- 180 meters Scaled)
 JA0310
 JA0310                          SUPERSEDED SURVEY CONTROL
 JA0310
 JA0310  NGVD 29 (??/??/92)  129.733  (m)          425.63   (f) ADJ UNCH    1 2
 JA0310
 JA0310.Superseded values are not recommended for survey control.
 JA0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0310.See file dsdata.txt to determine how the superseded data were derived.
 JA0310
 JA0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH533171(NAD 83)
 JA0310_MARKER: DB = BENCH MARK DISK
 JA0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0310_STAMPING: G 339 1953
 JA0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0310+STABILITY: SURFACE MOTION
 JA0310
 JA0310  HISTORY     - Date     Condition        Report By
 JA0310  HISTORY     - 1953     MONUMENTED       CGS
 JA0310
 JA0310                          STATION DESCRIPTION
 JA0310
 JA0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0310'0.4 MI S FROM WOLF CREEK.
 JA0310'AT WOLF CREEK, ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 1047
 JA0310'FROM THE POST OFFICE, AT WOLF CREEK SCHOOL, 92 FEET
 JA0310'WEST-NORTHWEST OF CENTER LINE OF HIGHWAY, 94 FEET SOUTHEAST OF
 JA0310'EAST CORNER OF SCHOOL BUILDING, 74 1/2 FEET SOUTH-SOUTHWEST OF
 JA0310'CENTER OF A WELL WITH PUMP, 4 1/2 FEET NORTHEAST OF A POWER POLE
 JA0310'WITH A TRANSFORMER AND BRANCH LINE TO SCHOOL, ABOUT 10 FEET
 JA0310'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JA0310'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0353 ***********************************************************************
 JA0353  DESIGNATION -  G 340
 JA0353  PID         -  JA0353
 JA0353  STATE/COUNTY-  KY/MEADE
 JA0353  USGS QUAD   -  MAUCKPORT (1994)
 JA0353
 JA0353                         *CURRENT SURVEY CONTROL
 JA0353  ___________________________________________________________________
 JA0353* NAD 83(1986)-  38 00 18.     (N)    086 10 21.     (W)     SCALED    
 JA0353* NAVD 88     -       168.317  (meters)     552.22   (feet)  ADJUSTED  
 JA0353  ___________________________________________________________________
 JA0353  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JA0353  DYNAMIC HT  -         168.198 (meters)     551.83  (feet)  COMP
 JA0353  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 JA0353
 JA0353  VERT ORDER  -  FIRST     CLASS II
 JA0353
 JA0353.The horizontal coordinates were scaled from a topographic map and have
 JA0353.an estimated accuracy of +/- 6 seconds.
 JA0353
 JA0353.The orthometric height was determined by differential leveling
 JA0353.and adjusted by the National Geodetic Survey in June 1991..
 JA0353
 JA0353.The geoid height was determined by GEOID03.
 JA0353
 JA0353.The dynamic height is computed by dividing the NAVD 88
 JA0353.geopotential number by the normal gravity value computed on the
 JA0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0353.degrees latitude (g = 980.6199 gals.).
 JA0353
 JA0353.The modeled gravity was interpolated from observed gravity values.
 JA0353
 JA0353;                    North         East    Units  Estimated Accuracy
 JA0353;SPC KY1Z     - 1,185,610.    1,462,900.      MT  (+/- 180 meters Scaled)
 JA0353
 JA0353                          SUPERSEDED SURVEY CONTROL
 JA0353
 JA0353  NGVD 29 (??/??/92)  168.430  (m)          552.59   (f) ADJ UNCH    1 2
 JA0353
 JA0353.Superseded values are not recommended for survey control.
 JA0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0353.See file dsdata.txt to determine how the superseded data were derived.
 JA0353
 JA0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH726066(NAD 83)
 JA0353_MARKER: DB = BENCH MARK DISK
 JA0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0353_SP_SET: WATER TOWER CONCRETE BASE
 JA0353_STAMPING: G 340 1953
 JA0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0353
 JA0353  HISTORY     - Date     Condition        Report By
 JA0353  HISTORY     - 1953     MONUMENTED       CGS
 JA0353
 JA0353                          STATION DESCRIPTION
 JA0353
 JA0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0353'AT BRANDENBURG.
 JA0353'AT BRANDENBURG, ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY
 JA0353'228 FROM THE JUNCTION OF STATE HIGHWAY 448, 73 YARDS NORTH
 JA0353'ALONG GREEN STREET FROM CENTER LINE OF HIGHWAY, AT THE NORTH
 JA0353'END OF GREEN STREET, IN THE TOP OF THE SOUTHEAST CORNER OF
 JA0353'CONCRETE BASE OF SOUTHEAST LEG OF MUNICIPAL WATER TOWER AND ABOUT
 JA0353'3 FEET ABOVE LEVEL OF GREEN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0063 ***********************************************************************
 HA0063  DESIGNATION -  G 341
 HA0063  PID         -  HA0063
 HA0063  STATE/COUNTY-  KY/MEADE
 HA0063  USGS QUAD   -  ROCK HAVEN (1991)
 HA0063
 HA0063                         *CURRENT SURVEY CONTROL
 HA0063  ___________________________________________________________________
 HA0063* NAD 83(1986)-  37 57 54.     (N)    086 01 41.     (W)     SCALED    
 HA0063* NAVD 88     -       135.027  (meters)     443.00   (feet)  ADJUSTED  
 HA0063  ___________________________________________________________________
 HA0063  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 HA0063  DYNAMIC HT  -         134.931 (meters)     442.69  (feet)  COMP
 HA0063  MODELED GRAV-     979,916.8   (mgal)                       NAVD 88
 HA0063
 HA0063  VERT ORDER  -  FIRST     CLASS II
 HA0063
 HA0063.The horizontal coordinates were scaled from a topographic map and have
 HA0063.an estimated accuracy of +/- 6 seconds.
 HA0063
 HA0063.The orthometric height was determined by differential leveling
 HA0063.and adjusted by the National Geodetic Survey in June 1991..
 HA0063
 HA0063.The geoid height was determined by GEOID03.
 HA0063
 HA0063.The dynamic height is computed by dividing the NAVD 88
 HA0063.geopotential number by the normal gravity value computed on the
 HA0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0063.degrees latitude (g = 980.6199 gals.).
 HA0063
 HA0063.The modeled gravity was interpolated from observed gravity values.
 HA0063
 HA0063;                    North         East    Units  Estimated Accuracy
 HA0063;SPC KY1Z     - 1,181,120.    1,475,570.      MT  (+/- 180 meters Scaled)
 HA0063
 HA0063                          SUPERSEDED SURVEY CONTROL
 HA0063
 HA0063  NGVD 29 (??/??/92)  135.147  (m)          443.39   (f) ADJ UNCH    1 2
 HA0063
 HA0063.Superseded values are not recommended for survey control.
 HA0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0063.See file dsdata.txt to determine how the superseded data were derived.
 HA0063
 HA0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH853023(NAD 83)
 HA0063_MARKER: DB = BENCH MARK DISK
 HA0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0063_STAMPING: G 341 1953
 HA0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0063+STABILITY: SURFACE MOTION
 HA0063
 HA0063  HISTORY     - Date     Condition        Report By
 HA0063  HISTORY     - 1953     MONUMENTED       CGS
 HA0063  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0063
 HA0063                          STATION DESCRIPTION
 HA0063
 HA0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0063'5.8 MI W FROM WEST POINT.
 HA0063'ABOUT 5.85 MILES WEST ALNG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0063'FROM THE JUNCTION OF THE ILLINOIS CENTRAL RAILWAY AT WEST POINT,
 HA0063'0.1 MILE NORTH OF THE NORTH END OF THE BRIDGE OVER OTTER CREEK, IN
 HA0063'THE TOP OF THE WEST END OF THE SOUTHMOST OF FOUR CONCRETE BASES
 HA0063'FOR MACHINERY AT AN ABANDONED PUMPING STATION, 104 FEET EAST OF THE
 HA0063'EAST RAIL, 28 FEET SOUTH OF THE NORTH WALL OF THE PUMP STATION, 17
 HA0063'FEET EAST OF THE WEST WALL, 7 1/2 FEET NORTH OF A BRICK WALL AND
 HA0063'ABOUT LEVEL WITH THE TRACK.
 HA0063
 HA0063                          STATION RECOVERY (1988)
 HA0063
 HA0063'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 HA0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2315 ***********************************************************************
 GZ2315  DESIGNATION -  G 342
 GZ2315  PID         -  GZ2315
 GZ2315  STATE/COUNTY-  KY/HARDIN
 GZ2315  USGS QUAD   -  CECILIA (1992)
 GZ2315
 GZ2315                         *CURRENT SURVEY CONTROL
 GZ2315  ___________________________________________________________________
 GZ2315* NAD 83(1986)-  37 44 11.     (N)    085 57 58.     (W)     SCALED    
 GZ2315* NAVD 88     -       253.396  (meters)     831.35   (feet)  ADJUSTED  
 GZ2315  ___________________________________________________________________
 GZ2315  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 GZ2315  DYNAMIC HT  -         253.208 (meters)     830.73  (feet)  COMP
 GZ2315  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 GZ2315
 GZ2315  VERT ORDER  -  FIRST     CLASS II
 GZ2315
 GZ2315.The horizontal coordinates were scaled from a topographic map and have
 GZ2315.an estimated accuracy of +/- 6 seconds.
 GZ2315
 GZ2315.The orthometric height was determined by differential leveling
 GZ2315.and adjusted by the National Geodetic Survey in June 1991..
 GZ2315
 GZ2315.The geoid height was determined by GEOID03.
 GZ2315
 GZ2315.The dynamic height is computed by dividing the NAVD 88
 GZ2315.geopotential number by the normal gravity value computed on the
 GZ2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2315.degrees latitude (g = 980.6199 gals.).
 GZ2315
 GZ2315.The modeled gravity was interpolated from observed gravity values.
 GZ2315
 GZ2315;                    North         East    Units  Estimated Accuracy
 GZ2315;SPC KY1Z     - 1,155,740.    1,480,950.      MT  (+/- 180 meters Scaled)
 GZ2315
 GZ2315                          SUPERSEDED SURVEY CONTROL
 GZ2315
 GZ2315  NGVD 29 (??/??/92)  253.514  (m)          831.74   (f) ADJ UNCH    1 2
 GZ2315
 GZ2315.Superseded values are not recommended for survey control.
 GZ2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2315.See file dsdata.txt to determine how the superseded data were derived.
 GZ2315
 GZ2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG910770(NAD 83)
 GZ2315_MARKER: DB = BENCH MARK DISK
 GZ2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2315_STAMPING: G 342 1953
 GZ2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2315+STABILITY: SURFACE MOTION
 GZ2315
 GZ2315  HISTORY     - Date     Condition        Report By
 GZ2315  HISTORY     - 1953     MONUMENTED       CGS
 GZ2315
 GZ2315                          STATION DESCRIPTION
 GZ2315
 GZ2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2315'1 MI S FROM RINEYVILLE.
 GZ2315'1.0 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GZ2315'STATION AT RINEYVILLE, 29 1/2 FEET EAST OF THE EAST RAIL, 108 FEET
 GZ2315'SOUTH OF A FENCE CORNER, 64 FEET SOUTHEAST AND ACROSS THE TRACK
 GZ2315'FROM MILE POST 42, 57 FEET NORTHWEST OF A LONE 24-INCH FORKED
 GZ2315'MAPLE TREE, 24 FEET NORTH OF THE CENTER LINE OF A WASH, 2 FEET
 GZ2315'WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 GZ2315'POST, 3 FEET ABOVE THE LEVEL OF THE TRACK AND IN THE TOP OF A
 GZ2315'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1966 ***********************************************************************
 GZ1966  DESIGNATION -  G 343
 GZ1966  PID         -  GZ1966
 GZ1966  STATE/COUNTY-  KY/HART
 GZ1966  USGS QUAD   -  HORSE CAVE (1966)
 GZ1966
 GZ1966                         *CURRENT SURVEY CONTROL
 GZ1966  ___________________________________________________________________
 GZ1966* NAD 83(1986)-  37 12 26.     (N)    085 52 35.     (W)     SCALED    
 GZ1966* NAVD 88     -       189.994  (meters)     623.34   (feet)  ADJUSTED  
 GZ1966  ___________________________________________________________________
 GZ1966  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GZ1966  DYNAMIC HT  -         189.847 (meters)     622.86  (feet)  COMP
 GZ1966  MODELED GRAV-     979,850.2   (mgal)                       NAVD 88
 GZ1966
 GZ1966  VERT ORDER  -  FIRST     CLASS II
 GZ1966
 GZ1966.The horizontal coordinates were scaled from a topographic map and have
 GZ1966.an estimated accuracy of +/- 6 seconds.
 GZ1966
 GZ1966.The orthometric height was determined by differential leveling
 GZ1966.and adjusted by the National Geodetic Survey in June 1991..
 GZ1966
 GZ1966.The geoid height was determined by GEOID03.
 GZ1966
 GZ1966.The dynamic height is computed by dividing the NAVD 88
 GZ1966.geopotential number by the normal gravity value computed on the
 GZ1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1966.degrees latitude (g = 980.6199 gals.).
 GZ1966
 GZ1966.The modeled gravity was interpolated from observed gravity values.
 GZ1966
 GZ1966;                    North         East    Units  Estimated Accuracy
 GZ1966;SPC KY1Z     - 1,097,000.    1,488,780.      MT  (+/- 180 meters Scaled)
 GZ1966
 GZ1966                          SUPERSEDED SURVEY CONTROL
 GZ1966
 GZ1966  NGVD 29 (??/??/92)  190.114  (m)          623.73   (f) ADJ UNCH    1 2
 GZ1966
 GZ1966.Superseded values are not recommended for survey control.
 GZ1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1966.See file dsdata.txt to determine how the superseded data were derived.
 GZ1966
 GZ1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG997184(NAD 83)
 GZ1966_MARKER: DB = BENCH MARK DISK
 GZ1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1966_STAMPING: G 343 1953
 GZ1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1966+STABILITY: SURFACE MOTION
 GZ1966
 GZ1966  HISTORY     - Date     Condition        Report By
 GZ1966  HISTORY     - 1953     MONUMENTED       CGS
 GZ1966
 GZ1966                          STATION DESCRIPTION
 GZ1966
 GZ1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ1966'2.5 MI N FROM HORSE CAVE.
 GZ1966'ABOUT 2.5 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ1966'FROM THE STATION AT HORSE CAVE, ABOUT 101 YARDS SOUTH OF MILE
 GZ1966'POST 78, 27 1/2 FEET EAST OF EAST RAIL, 44 1/2 FEET WEST OF
 GZ1966'CENTER LINE OF U.S. HIGHWAY 31W, 3.3 FEET NORTH OF A TELEPHONE
 GZ1966'POLE, WEST AND AT RIGHT ANGLE ACROSS HIGHWAY FROM THE NORTHWEST
 GZ1966'CORNER OF DIXIANA CAFE AND TRUCK STOP, 32 FEET SOUTH-SOUTHWEST
 GZ1966'OF A HIGHWAY R/W MARKER POST, ABOUT 3 FEET BELOW LEVEL OF TRACK
 GZ1966'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1872 ***********************************************************************
 GZ1872  DESIGNATION -  G 344
 GZ1872  PID         -  GZ1872
 GZ1872  STATE/COUNTY-  KY/METCALFE
 GZ1872  USGS QUAD   -  EAST FORK (1973)
 GZ1872
 GZ1872                         *CURRENT SURVEY CONTROL
 GZ1872  ___________________________________________________________________
 GZ1872* NAD 83(1986)-  37 00 25.     (N)    085 32 14.     (W)     SCALED    
 GZ1872* NAVD 88     -       212.615  (meters)     697.55   (feet)  ADJUSTED  
 GZ1872  ___________________________________________________________________
 GZ1872  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GZ1872  DYNAMIC HT  -         212.446 (meters)     697.00  (feet)  COMP
 GZ1872  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 GZ1872
 GZ1872  VERT ORDER  -  FIRST     CLASS I
 GZ1872
 GZ1872.The horizontal coordinates were scaled from a topographic map and have
 GZ1872.an estimated accuracy of +/- 6 seconds.
 GZ1872
 GZ1872.The orthometric height was determined by differential leveling
 GZ1872.and adjusted by the National Geodetic Survey in June 1991..
 GZ1872
 GZ1872.The geoid height was determined by GEOID03.
 GZ1872
 GZ1872.The dynamic height is computed by dividing the NAVD 88
 GZ1872.geopotential number by the normal gravity value computed on the
 GZ1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1872.degrees latitude (g = 980.6199 gals.).
 GZ1872
 GZ1872.The modeled gravity was interpolated from observed gravity values.
 GZ1872
 GZ1872;                    North         East    Units  Estimated Accuracy
 GZ1872;SPC KY1Z     - 1,074,780.    1,518,940.      MT  (+/- 180 meters Scaled)
 GZ1872
 GZ1872                          SUPERSEDED SURVEY CONTROL
 GZ1872
 GZ1872  NGVD 29 (??/??/92)  212.768  (m)          698.06   (f) ADJ UNCH    1 1
 GZ1872
 GZ1872.Superseded values are not recommended for survey control.
 GZ1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1872.See file dsdata.txt to determine how the superseded data were derived.
 GZ1872
 GZ1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF301966(NAD 83)
 GZ1872_MARKER: DB = BENCH MARK DISK
 GZ1872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1872_SP_SET: CULVERT
 GZ1872_STAMPING: G 344 1953 698.056
 GZ1872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1872+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 GZ1872
 GZ1872  HISTORY     - Date     Condition        Report By
 GZ1872  HISTORY     - 1953     MONUMENTED       CGS
 GZ1872  HISTORY     - 1968     GOOD             NGS
 GZ1872  HISTORY     - 20010412 GOOD             KYDT
 GZ1872
 GZ1872                          STATION DESCRIPTION
 GZ1872
 GZ1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1872'5.8 MI NE FROM EDMONTON.
 GZ1872'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GZ1872'FROM THE METCALFE COUNTY COURTHOUSE AT EDMONTON, THENCE 5.4 MILES
 GZ1872'NORTHEAST ALONG STATE HIGHWAY 80, 0.5 MILE SOUTHEAST OF A JUNCTION
 GZ1872'OF THE HIGHWAY AND A PAVED ROAD, SET IN THE TOP OF THE NORTHWEST
 GZ1872'END OF THE SOUTHWEST CONCRETE HEADWALL OF A BOX CULVERT UNDER THE
 GZ1872'HIGHWAY, 16 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 90
 GZ1872'FEET SOUTHEAST OF THE CENTERLINE OF A TRAIL ROAD, AND ABOUT 1
 GZ1872'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 GZ1872
 GZ1872                          STATION RECOVERY (2001)
 GZ1872
 GZ1872'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ1872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0145 ***********************************************************************
 HA0145  DESIGNATION -  G 345
 HA0145  PID         -  HA0145
 HA0145  STATE/COUNTY-  KY/WARREN
 HA0145  USGS QUAD   -  SMITHS GROVE (1994)
 HA0145
 HA0145                         *CURRENT SURVEY CONTROL
 HA0145  ___________________________________________________________________
 HA0145* NAD 83(1986)-  37 03 26.     (N)    086 11 03.     (W)     SCALED    
 HA0145* NAVD 88     -       201.373  (meters)     660.67   (feet)  ADJUSTED  
 HA0145  ___________________________________________________________________
 HA0145  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HA0145  DYNAMIC HT  -         201.217 (meters)     660.16  (feet)  COMP
 HA0145  MODELED GRAV-     979,852.5   (mgal)                       NAVD 88
 HA0145
 HA0145  VERT ORDER  -  FIRST     CLASS I
 HA0145
 HA0145.The horizontal coordinates were scaled from a topographic map and have
 HA0145.an estimated accuracy of +/- 6 seconds.
 HA0145
 HA0145.The orthometric height was determined by differential leveling
 HA0145.and adjusted by the National Geodetic Survey in June 1991..
 HA0145.WARNING-Repeat measurements at this control monument indicate possible
 HA0145.vertical movement.
 HA0145
 HA0145.The geoid height was determined by GEOID03.
 HA0145
 HA0145.The dynamic height is computed by dividing the NAVD 88
 HA0145.geopotential number by the normal gravity value computed on the
 HA0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0145.degrees latitude (g = 980.6199 gals.).
 HA0145
 HA0145.The modeled gravity was interpolated from observed gravity values.
 HA0145
 HA0145;                    North         East    Units  Estimated Accuracy
 HA0145;SPC KY1Z     - 1,080,430.    1,461,380.      MT  (+/- 180 meters Scaled)
 HA0145
 HA0145                          SUPERSEDED SURVEY CONTROL
 HA0145
 HA0145  NGVD 29 (??/??/92)  201.483  (m)          661.03   (f) ADJ UNCH    1 1
 HA0145
 HA0145.Superseded values are not recommended for survey control.
 HA0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0145.See file dsdata.txt to determine how the superseded data were derived.
 HA0145
 HA0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG725015(NAD 83)
 HA0145_MARKER: DB = BENCH MARK DISK
 HA0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0145_STAMPING: G 345 1953
 HA0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0145+STABILITY: SURFACE MOTION
 HA0145
 HA0145  HISTORY     - Date     Condition        Report By
 HA0145  HISTORY     - 1953     MONUMENTED       CGS
 HA0145  HISTORY     - 1968     GOOD             NGS
 HA0145
 HA0145                          STATION DESCRIPTION
 HA0145
 HA0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0145'1.4 MI NE FROM SMITHS GROVE.
 HA0145'ABOUT 1.4 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HA0145'RAILROAD FROM THE CROSSING OF THE RAILROAD AND STATE HIGHWAY
 HA0145'101 AT SMITHS GROVE, OR ABOUT 2.7 MILES SOUTHWEST ALONG THE
 HA0145'LOUISVILLE AND NASHVILLE RAILROAD FROM THE CROSSING OF THE
 HA0145'RAILROAD AND STATE HIGHWAY 259 AT ROCKY HILL, 0.5 MILE SOUTHWEST
 HA0145'OF MILEPOST 98, 9 YARDS NORTHEAST OF THE SOUTHWEST END OF A
 HA0145'CUT FOR THE RAILROAD, 28 FEET NORTHWEST OF THE NORTHWEST RAIL,
 HA0145'98 YARDS SOUTHWEST OF A FENCE CORNER POST, 75 FEET NORTH AND
 HA0145'ACROSS THE TRACK FROM A TELEPHONE POLE, 3 1/2 FEET SOUTHEAST OF
 HA0145'A FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 HA0145'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 HA0145'POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0032 ***********************************************************************
 GC0032  DESIGNATION -  G 346
 GC0032  PID         -  GC0032
 GC0032  STATE/COUNTY-  KY/WARREN
 GC0032  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0032
 GC0032                         *CURRENT SURVEY CONTROL
 GC0032  ___________________________________________________________________
 GC0032* NAD 83(1986)-  36 58 35.     (N)    086 28 13.     (W)     SCALED    
 GC0032* NAVD 88     -       148.260  (meters)     486.42   (feet)  POSTED    
 GC0032  ___________________________________________________________________
 GC0032  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GC0032  DYNAMIC HT  -         148.150 (meters)     486.06  (feet)  COMP
 GC0032  MODELED GRAV-     979,851.6   (mgal)                       NAVD 88
 GC0032
 GC0032  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GC0032
 GC0032.The horizontal coordinates were scaled from a topographic map and have
 GC0032.an estimated accuracy of +/- 6 seconds.
 GC0032
 GC0032.The orthometric height was determined by differential leveling
 GC0032.and adjusted by the National Geodetic Survey in 1992..
 GC0032.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GC0032.rate of 1.1 thru 2.0 mm/km.
 GC0032
 GC0032.The geoid height was determined by GEOID03.
 GC0032
 GC0032.The dynamic height is computed by dividing the NAVD 88
 GC0032.geopotential number by the normal gravity value computed on the
 GC0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0032.degrees latitude (g = 980.6199 gals.).
 GC0032
 GC0032.The modeled gravity was interpolated from observed gravity values.
 GC0032
 GC0032;                    North         East    Units  Estimated Accuracy
 GC0032;SPC KY1Z     - 1,071,620.    1,435,870.      MT  (+/- 180 meters Scaled)
 GC0032
 GC0032                          SUPERSEDED SURVEY CONTROL
 GC0032
 GC0032  NGVD 29 (??/??/92)  148.397  (m)          486.87   (f) ADJ UNCH    1 2
 GC0032
 GC0032.Superseded values are not recommended for survey control.
 GC0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0032.See file dsdata.txt to determine how the superseded data were derived.
 GC0032
 GC0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF471923(NAD 83)
 GC0032_MARKER: DB = BENCH MARK DISK
 GC0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0032_STAMPING: G 346 1954
 GC0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0032+STABILITY: SURFACE MOTION
 GC0032
 GC0032  HISTORY     - Date     Condition        Report By
 GC0032  HISTORY     - 1954     MONUMENTED       CGS
 GC0032  HISTORY     - 1968     MARK NOT FOUND   NGS
 GC0032
 GC0032                          STATION DESCRIPTION
 GC0032
 GC0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC0032'2.6 MI SW FROM BOWLING GREEN.
 GC0032'ABOUT 2.55 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0032'RAILROAD FROM THE STATION AT BOWLING GREEN, ABOUT 0.3 MILE NORTHEAST
 GC0032'OF MILE POST 116, ABOUT 0.55 MILE SOUTHWEST OF THE OVERPASS OF THE
 GC0032'LOUISVILLE AND NASHVILLE RAILROAD OVER U.S. HIGHWAY 68, 31 FEET
 GC0032'SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST TRACK, 21 1/2 FEET
 GC0032'NORTHWEST OF THE FIRST POLE SOUTHWEST OF A SINK HOLE, 204 FEET
 GC0032'SOUTHWEST OF CENTER OF CROSSING OF OLD HIGHWAY (NOW ABANDONED),
 GC0032'39 1/2 FEET NORTHWEST OF CENTER LINE OF A ROAD PARALLEL TO TRACK,
 GC0032'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW
 GC0032'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC0032'3 INCHES.
 GC0032
 GC0032                          STATION RECOVERY (1968)
 GC0032
 GC0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0947 ***********************************************************************
 GC0947  DESIGNATION -  G 347
 GC0947  PID         -  GC0947
 GC0947  STATE/COUNTY-  KY/LOGAN
 GC0947  USGS QUAD   -  DENNIS (1983)
 GC0947
 GC0947                         *CURRENT SURVEY CONTROL
 GC0947  ___________________________________________________________________
 GC0947* NAD 83(1993)-  36 51 34.08820(N)    086 45 18.16705(W)     ADJUSTED  
 GC0947* NAVD 88     -       203.315  (meters)     667.04   (feet)  ADJUSTED  
 GC0947  ___________________________________________________________________
 GC0947  X           -     289,222.620 (meters)                     COMP
 GC0947  Y           -  -5,101,309.950 (meters)                     COMP
 GC0947  Z           -   3,805,030.437 (meters)                     COMP
 GC0947  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 GC0947  ELLIP HEIGHT-         173.36  (meters)          (02/04/97) GPS OBS
 GC0947  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GC0947  DYNAMIC HT  -         203.152 (meters)     666.51  (feet)  COMP
 GC0947  MODELED GRAV-     979,826.1   (mgal)                       NAVD 88
 GC0947
 GC0947  HORZ ORDER  -  FIRST
 GC0947  VERT ORDER  -  FIRST     CLASS I
 GC0947  ELLP ORDER  -  FOURTH    CLASS II
 GC0947
 GC0947.The horizontal coordinates were established by GPS observations
 GC0947.and adjusted by the National Geodetic Survey in February 1997..
 GC0947
 GC0947.The orthometric height was determined by differential leveling
 GC0947.and adjusted by the National Geodetic Survey in June 1991..
 GC0947
 GC0947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC0947
 GC0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0947
 GC0947.The ellipsoidal height was determined by GPS observations
 GC0947.and is referenced to NAD 83.
 GC0947
 GC0947.The geoid height was determined by GEOID03.
 GC0947
 GC0947.The dynamic height is computed by dividing the NAVD 88
 GC0947.geopotential number by the normal gravity value computed on the
 GC0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0947.degrees latitude (g = 980.6199 gals.).
 GC0947
 GC0947.The modeled gravity was interpolated from observed gravity values.
 GC0947
 GC0947;                    North         East     Units Scale Factor Converg.
 GC0947;SPC KY1Z     - 1,058,877.041 1,410,371.028   MT  1.00006109   -0 37 01.4
 GC0947;SPC KY1Z     - 3,473,999.09  4,627,192.28   sFT  1.00006109   -0 37 01.4
 GC0947;SPC KY S     -   558,863.848   410,378.298   MT  0.99997950   -0 36 34.3
 GC0947;SPC KY S     - 1,833,539.14  1,346,382.80   sFT  0.99997950   -0 36 34.3
 GC0947;UTM  16      - 4,079,310.987   521,835.071   MT  0.99960587   +0 08 49.0
 GC0947
 GC0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0947!SPC KY1Z     -   0.99997279  x   1.00006109  =   1.00003388
 GC0947!SPC KY S     -   0.99997279  x   0.99997950  =   0.99995230
 GC0947!UTM  16      -   0.99997279  x   0.99960587  =   0.99957868
 GC0947
 GC0947                          SUPERSEDED SURVEY CONTROL
 GC0947
 GC0947  NAVD 88 (02/04/97)  203.31   (m)          667.0    (f) LEVELING    3  
 GC0947  NGVD 29 (??/??/92)  203.429  (m)          667.42   (f) ADJ UNCH    1 1
 GC0947
 GC0947.Superseded values are not recommended for survey control.
 GC0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0947.See file dsdata.txt to determine how the superseded data were derived.
 GC0947
 GC0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2183579311(NAD 83)
 GC0947_MARKER: DB = BENCH MARK DISK
 GC0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0947_STAMPING: G 347 1954
 GC0947_MARK LOGO: CGS   
 GC0947_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0947+STABILITY: SURFACE MOTION
 GC0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0947+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 GC0947
 GC0947  HISTORY     - Date     Condition        Report By
 GC0947  HISTORY     - 1954     MONUMENTED       CGS
 GC0947  HISTORY     - 1968     GOOD             NGS
 GC0947  HISTORY     - 19950912 GOOD             KYDT
 GC0947  HISTORY     - 19951112 GOOD             LOWE
 GC0947  HISTORY     - 20010919 GOOD             KYDT
 GC0947
 GC0947                          STATION DESCRIPTION
 GC0947
 GC0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0947'2.2 MI W FROM AUBURN.
 GC0947'ABOUT 2.25 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0947'RAILROAD FROM THE AUBURN HIGH SCHOOL AT AUBURN, 0.2 MILE WEST
 GC0947'OF MILEPOST 134, 54 1/2 FEET SOUTHWEST OF THE CENTER OF A
 GC0947'CROSSING OF THE RAILROAD AND A PAVED ROAD, 29 FEET SOUTH OF THE
 GC0947'SOUTH RAIL, 42 FEET WEST OF THE CENTERLINE OF THE ROAD, 40 1/2
 GC0947'FEET EAST OF A TELEPHONE POLE, 25 FEET WEST OF A CORNER FENCE
 GC0947'POST, 1 FOOT NORTH OF A FENCE, 0.9 FOOT EAST OF A METAL WITNESS
 GC0947'POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET
 GC0947'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 GC0947'SURFACE OF THE GROUND.
 GC0947
 GC0947                          STATION RECOVERY (1995)
 GC0947
 GC0947'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0947'MARK IS 2.9 FEET WEST OF A CARSONITE WITNESS POST.
 GC0947
 GC0947                          STATION RECOVERY (1995)
 GC0947
 GC0947'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GC0947'RECOVERED, NEW TO REACH FOLLOWS.  THE STATION IS ABOUT 14.5 KM (9.00
 GC0947'MI) EAST OF RUSSELLVILLE AND ON THE RAIL ROAD RIGHT OF WAY.  TO REACH
 GC0947'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 68 AND 80 AND COUNTY
 GC0947'ROAD 722, GO WEST ON U.S.  HIGHWAYS 68 AND 80 1.6 KM (1.00 MI) TO A
 GC0947'PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTH 0.48 KM (0.30 MI) TO A RAIL
 GC0947'ROAD CROSSING AND STATION ON THE LEFT NEXT TO A WIRE FENCE.  ORIGINAL
 GC0947'REFERENCE TIES ARE STILL GOOD.
 GC0947
 GC0947                          STATION RECOVERY (2001)
 GC0947
 GC0947'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (DP)
 GC0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1168 ***********************************************************************
 GC1168  DESIGNATION -  G 348
 GC1168  PID         -  GC1168
 GC1168  STATE/COUNTY-  KY/LOGAN
 GC1168  USGS QUAD   -  ALLENSVILLE (1950)
 GC1168
 GC1168                         *CURRENT SURVEY CONTROL
 GC1168  ___________________________________________________________________
 GC1168* NAD 83(1986)-  36 43 33.     (N)    087 03 12.     (W)     SCALED    
 GC1168* NAVD 88     -       180.055  (meters)     590.73   (feet)  ADJUSTED  
 GC1168  ___________________________________________________________________
 GC1168  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 GC1168  DYNAMIC HT  -         179.910 (meters)     590.25  (feet)  COMP
 GC1168  MODELED GRAV-     979,823.1   (mgal)                       NAVD 88
 GC1168
 GC1168  VERT ORDER  -  FIRST     CLASS II
 GC1168
 GC1168.The horizontal coordinates were scaled from a topographic map and have
 GC1168.an estimated accuracy of +/- 6 seconds.
 GC1168
 GC1168.The orthometric height was determined by differential leveling
 GC1168.and adjusted by the National Geodetic Survey in June 1991..
 GC1168
 GC1168.The geoid height was determined by GEOID03.
 GC1168
 GC1168.The dynamic height is computed by dividing the NAVD 88
 GC1168.geopotential number by the normal gravity value computed on the
 GC1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1168.degrees latitude (g = 980.6199 gals.).
 GC1168
 GC1168.The modeled gravity was interpolated from observed gravity values.
 GC1168
 GC1168;                    North         East    Units  Estimated Accuracy
 GC1168;SPC KY1Z     - 1,044,380.    1,383,570.      MT  (+/- 180 meters Scaled)
 GC1168
 GC1168                          SUPERSEDED SURVEY CONTROL
 GC1168
 GC1168  NGVD 29 (??/??/92)  180.142  (m)          591.02   (f) ADJ UNCH    1 2
 GC1168
 GC1168.Superseded values are not recommended for survey control.
 GC1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1168.See file dsdata.txt to determine how the superseded data were derived.
 GC1168
 GC1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF952644(NAD 83)
 GC1168_MARKER: DB = BENCH MARK DISK
 GC1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1168_STAMPING: G 348 1954
 GC1168_MARK LOGO: CGS   
 GC1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1168+STABILITY: SURFACE MOTION
 GC1168
 GC1168  HISTORY     - Date     Condition        Report By
 GC1168  HISTORY     - 1954     MONUMENTED       CGS
 GC1168  HISTORY     - 1984     GOOD             NGS
 GC1168
 GC1168                          STATION DESCRIPTION
 GC1168
 GC1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1168'1 MI NE FROM ALLENSVILLE.
 GC1168'1.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1168'FROM THE STATION AT ALLENSVILLE, ABOUT 375 YARDS NORTHEAST OF
 GC1168'MILE POST 156, AT A POINT WHERE A GRADED ROAD PARALLELS THE TRACK,
 GC1168'ABOUT 80 YARDS NORTHEAST OF A CURVE IN GRADED ROAD WITH TANGENTS
 GC1168'EXTENDING NORTHEAST AND SOUTH, 54 FEET SOUTHEAST AND ACROSS
 GC1168'ROAD FROM SOUTHEAST RAIL, 15 FEET SOUTHEAST OF CENTER LINE OF
 GC1168'ROAD 57 FEET SOUTHEAST OF CENTER OF CROSSING OF A PRIVATE ROAD
 GC1168'AND TRACK 1 1/2 FEET NORTHEAST OF THE EXTENDED SOUTHWEST FACE OF
 GC1168'2-STORY FARM HOUSE WHICH IS ACROSS TRACK, 1 FOOT NORTHWEST OF A
 GC1168'WIRE FENCE, 51 FEET EAST AND ACROSS GRAVEL ROAD FROM THE FIRST
 GC1168'TELEPHONE POLE SOUTHWEST OF PRIVATE CROSSING, 2 FEET NORTHEAST OF
 GC1168'A WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET BELOW LEVEL OF
 GC1168'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GC1168
 GC1168                          STATION RECOVERY (1984)
 GC1168
 GC1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1168'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
 GC1168'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1848 ***********************************************************************
 HZ1848  DESIGNATION -  G 349 RESET 1978
 HZ1848  PID         -  HZ1848
 HZ1848  STATE/COUNTY-  KY/JEFFERSON
 HZ1848  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1848
 HZ1848                         *CURRENT SURVEY CONTROL
 HZ1848  ___________________________________________________________________
 HZ1848* NAD 83(1986)-  38 15 11.     (N)    085 39 39.     (W)     SCALED    
 HZ1848* NAVD 88     -       166.68   (meters)     546.8    (feet)  RESET     
 HZ1848  ___________________________________________________________________
 HZ1848  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1848
 HZ1848  VERT ORDER  -  THIRD
 HZ1848
 HZ1848.The horizontal coordinates were scaled from a topographic map and have
 HZ1848.an estimated accuracy of +/- 6 seconds.
 HZ1848
 HZ1848.The orthometric height was computed from unverified reset data.
 HZ1848.No vertical observational check was made to the station.
 HZ1848
 HZ1848.The geoid height was determined by GEOID03.
 HZ1848
 HZ1848;                    North         East    Units  Estimated Accuracy
 HZ1848;SPC KY1Z     - 1,213,060.    1,507,800.      MT  (+/- 180 meters Scaled)
 HZ1848
 HZ1848                          SUPERSEDED SURVEY CONTROL
 HZ1848
 HZ1848  NGVD 29 (10/08/05)  166.83   (m)          547.3    (f) RESET       3  
 HZ1848
 HZ1848.Superseded values are not recommended for survey control.
 HZ1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1848.See file dsdata.txt to determine how the superseded data were derived.
 HZ1848
 HZ1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH171347(NAD 83)
 HZ1848_MARKER: DB = BENCH MARK DISK
 HZ1848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1848_SP_SET: CONCRETE BASE
 HZ1848_STAMPING: G 349 RESET 1978
 HZ1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1848
 HZ1848  HISTORY     - Date     Condition        Report By
 HZ1848  HISTORY     - 1978     MONUMENTED       NGS
 HZ1848
 HZ1848                          STATION DESCRIPTION
 HZ1848
 HZ1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 HZ1848'IN ST MATTHEWS.
 HZ1848'IN THE TOP AND NORTH SIDE OF THE CONCRETE BASE OF A SIGN-AUSTIN
 HZ1848'MG TRIUMPH JAGUAR AT 3700 FRANKFORT AVE, 32 FEET SOUTHWEST OF THE
 HZ1848'CENTERLINE OF U.S. HIGHWAY 60, FRANKFORT AVENUE, 1 FOOT NORTH
 HZ1848'OF NORTH BRACE OF THE SIGN AND 80 FEET NORTHWEST OF THE NORTHWEST
 HZ1848'CORNER OF THE GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0049 ***********************************************************************
 HZ0049  DESIGNATION -  G 35
 HZ0049  PID         -  HZ0049
 HZ0049  STATE/COUNTY-  KY/PENDLETON
 HZ0049  USGS QUAD   -  GOFORTH (1987)
 HZ0049
 HZ0049                         *CURRENT SURVEY CONTROL
 HZ0049  ___________________________________________________________________
 HZ0049* NAD 83(1993)-  38 40 28.98470(N)    084 26 04.23550(W)     ADJUSTED  
 HZ0049* NAVD 88     -       269.870  (meters)     885.40   (feet)  ADJUSTED  
 HZ0049  ___________________________________________________________________
 HZ0049  X           -     483,574.657 (meters)                     COMP
 HZ0049  Y           -  -4,962,651.910 (meters)                     COMP
 HZ0049  Z           -   3,964,337.069 (meters)                     COMP
 HZ0049  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 HZ0049  ELLIP HEIGHT-         235.88  (meters)          (01/09/97) GPS OBS
 HZ0049  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HZ0049  DYNAMIC HT  -         269.689 (meters)     884.80  (feet)  COMP
 HZ0049  MODELED GRAV-     979,950.2   (mgal)                       NAVD 88
 HZ0049
 HZ0049  HORZ ORDER  -  FIRST
 HZ0049  VERT ORDER  -  SECOND    CLASS 0
 HZ0049  ELLP ORDER  -  FOURTH    CLASS II
 HZ0049
 HZ0049.The horizontal coordinates were established by GPS observations
 HZ0049.and adjusted by the National Geodetic Survey in January 1997..
 HZ0049
 HZ0049.The orthometric height was determined by differential leveling
 HZ0049.and adjusted by the National Geodetic Survey in June 1991..
 HZ0049
 HZ0049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ0049
 HZ0049.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0049
 HZ0049.The ellipsoidal height was determined by GPS observations
 HZ0049.and is referenced to NAD 83.
 HZ0049
 HZ0049.The geoid height was determined by GEOID03.
 HZ0049
 HZ0049.The dynamic height is computed by dividing the NAVD 88
 HZ0049.geopotential number by the normal gravity value computed on the
 HZ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0049.degrees latitude (g = 980.6199 gals.).
 HZ0049
 HZ0049.The modeled gravity was interpolated from observed gravity values.
 HZ0049
 HZ0049;                    North         East     Units Scale Factor Converg.
 HZ0049;SPC KY1Z     - 1,260,669.120 1,614,472.537   MT  1.00000195   +0 48 27.6
 HZ0049;SPC KY1Z     - 4,136,045.27  5,296,815.32   sFT  1.00000195   +0 48 27.6
 HZ0049;SPC KY N     -   130,407.759   483,944.165   MT  0.99996861   -0 06 53.2
 HZ0049;SPC KY N     -   427,846.12  1,587,740.15   sFT  0.99996861   -0 06 53.2
 HZ0049;UTM  16      - 4,283,804.222   723,180.351   MT  1.00021341   +1 36 13.8
 HZ0049
 HZ0049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0049!SPC KY1Z     -   0.99996299  x   1.00000195  =   0.99996494
 HZ0049!SPC KY N     -   0.99996299  x   0.99996861  =   0.99993160
 HZ0049!UTM  16      -   0.99996299  x   1.00021341  =   1.00017639
 HZ0049
 HZ0049                          SUPERSEDED SURVEY CONTROL
 HZ0049
 HZ0049  NAVD 88 (01/09/97)  269.87   (m)          885.4    (f) LEVELING    3  
 HZ0049  NGVD 29 (??/??/92)  270.090  (m)          886.12   (f) ADJ UNCH    2 0
 HZ0049
 HZ0049.Superseded values are not recommended for survey control.
 HZ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0049.See file dsdata.txt to determine how the superseded data were derived.
 HZ0049
 HZ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2318083804(NAD 83)
 HZ0049_MARKER: DB = BENCH MARK DISK
 HZ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0049_STAMPING: G 35 1935 886.120
 HZ0049_MARK LOGO: CGS   
 HZ0049_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0049+STABILITY: SURFACE MOTION
 HZ0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0049+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2001
 HZ0049
 HZ0049  HISTORY     - Date     Condition        Report By
 HZ0049  HISTORY     - 1935     MONUMENTED       CGS
 HZ0049  HISTORY     - 1955     GOOD             NGS
 HZ0049  HISTORY     - 19951113 GOOD             LOWE
 HZ0049  HISTORY     - 20010905 GOOD             KYDT
 HZ0049
 HZ0049                          STATION DESCRIPTION
 HZ0049
 HZ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0049'6.8 MI W FROM FALMOUTH.
 HZ0049'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 22 AND U.S. HIGHWAY 27
 HZ0049'FROM THE JUNCTION OF THESE HIGHWAYS AT THE NORTHWEST PART OF
 HZ0049'FALMOUTH, THENCE WEST AND SOUTHWEST ALONG STATE HIGHWAY 22 FOR
 HZ0049'4.65 MILES, AT POINT WHERE TELEPHONE LINE CROSSES HIGHWAY AND
 HZ0049'NORTHEAST ACROSS COUNTRY, 31.0 FEET EAST OF THE CENTER LINE OF
 HZ0049'HIGHWAY, 15.0 FEET SOUTH OF Y-FENCE CORNER, 10.0 FEET EAST OF
 HZ0049'EAST RIGHT-OF-WAY FENCE, 5.0 FEET NORTHEAST OF TELEPHONE POLE,
 HZ0049'1.0 FEET SOUTHEAST POLE LINE, AND ABOUT LEVEL WITH HIGHWAY.
 HZ0049
 HZ0049                          STATION RECOVERY (1995)
 HZ0049
 HZ0049'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HZ0049'RECOVERED AS DESCRIBED.
 HZ0049
 HZ0049                          STATION RECOVERY (2001)
 HZ0049
 HZ0049'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HZ0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1149 ***********************************************************************
 HZ1149  DESIGNATION -  G 350
 HZ1149  PID         -  HZ1149
 HZ1149  STATE/COUNTY-  KY/SHELBY
 HZ1149  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1149
 HZ1149                         *CURRENT SURVEY CONTROL
 HZ1149  ___________________________________________________________________
 HZ1149* NAD 83(1986)-  38 12 36.     (N)    085 10 56.     (W)     SCALED    
 HZ1149* NAVD 88     -       245.850  (meters)     806.59   (feet)  ADJUSTED  
 HZ1149  ___________________________________________________________________
 HZ1149  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ1149  DYNAMIC HT  -         245.677 (meters)     806.03  (feet)  COMP
 HZ1149  MODELED GRAV-     979,919.8   (mgal)                       NAVD 88
 HZ1149
 HZ1149  VERT ORDER  -  FIRST     CLASS II
 HZ1149
 HZ1149.The horizontal coordinates were scaled from a topographic map and have
 HZ1149.an estimated accuracy of +/- 6 seconds.
 HZ1149
 HZ1149.The orthometric height was determined by differential leveling
 HZ1149.and adjusted by the National Geodetic Survey in June 1991..
 HZ1149
 HZ1149.The geoid height was determined by GEOID03.
 HZ1149
 HZ1149.The dynamic height is computed by dividing the NAVD 88
 HZ1149.geopotential number by the normal gravity value computed on the
 HZ1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1149.degrees latitude (g = 980.6199 gals.).
 HZ1149
 HZ1149.The modeled gravity was interpolated from observed gravity values.
 HZ1149
 HZ1149;                    North         East    Units  Estimated Accuracy
 HZ1149;SPC KY1Z     - 1,208,430.    1,549,720.      MT  (+/- 180 meters Scaled)
 HZ1149
 HZ1149                          SUPERSEDED SURVEY CONTROL
 HZ1149
 HZ1149  NGVD 29 (??/??/92)  245.998  (m)          807.08   (f) ADJ UNCH    1 2
 HZ1149
 HZ1149.Superseded values are not recommended for survey control.
 HZ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1149.See file dsdata.txt to determine how the superseded data were derived.
 HZ1149
 HZ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH591306(NAD 83)
 HZ1149_MARKER: DB = BENCH MARK DISK
 HZ1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1149_STAMPING: G 350 1954
 HZ1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1149+STABILITY: SURFACE MOTION
 HZ1149
 HZ1149  HISTORY     - Date     Condition        Report By
 HZ1149  HISTORY     - 1954     MONUMENTED       CGS
 HZ1149
 HZ1149                          STATION DESCRIPTION
 HZ1149
 HZ1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1149'1.8 MI E FROM SHELBYVILLE.
 HZ1149'ABOUT 1.85 MILES EAST ALONG U.S. HIGHWAY 60 AND 460 FROM THE COURT
 HZ1149'HOUSE AT SHELBYVILLE, 47 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY,
 HZ1149'149 FEET EAST OF CENTER LINE OF A DRIVE NORTH TO A 1 1/2-STORY
 HZ1149'STUCCO FARM HOUSE, 52 1/2 FEET EAST OF THE WEST END OF A STONE
 HZ1149'FACE, 44 FEET NORTHWEST OF NORTH END OF WEST WALL OF AN L SHAPED
 HZ1149'HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER HIGHWAY, 12 FEET WEST
 HZ1149'OF POWER POLE NO. 60, 3 FEET SOUTH OF STONE FENCE, 1 1/2 FEET
 HZ1149'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE LEVEL
 HZ1149'OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HZ1149'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1534 ***********************************************************************
 HZ1534  DESIGNATION -  G 351
 HZ1534  PID         -  HZ1534
 HZ1534  STATE/COUNTY-  KY/OLDHAM
 HZ1534  USGS QUAD   -  OWEN (1983)
 HZ1534
 HZ1534                         *CURRENT SURVEY CONTROL
 HZ1534  ___________________________________________________________________
 HZ1534* NAD 83(1986)-  38 25 17.     (N)    085 32 30.     (W)     SCALED    
 HZ1534* NAVD 88     -       220.662  (meters)     723.96   (feet)  ADJUSTED  
 HZ1534  ___________________________________________________________________
 HZ1534  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ1534  DYNAMIC HT  -         220.513 (meters)     723.47  (feet)  COMP
 HZ1534  MODELED GRAV-     979,951.8   (mgal)                       NAVD 88
 HZ1534
 HZ1534  VERT ORDER  -  FIRST     CLASS II
 HZ1534
 HZ1534.The horizontal coordinates were scaled from a topographic map and have
 HZ1534.an estimated accuracy of +/- 6 seconds.
 HZ1534
 HZ1534.The orthometric height was determined by differential leveling
 HZ1534.and adjusted by the National Geodetic Survey in June 1991..
 HZ1534
 HZ1534.The geoid height was determined by GEOID03.
 HZ1534
 HZ1534.The dynamic height is computed by dividing the NAVD 88
 HZ1534.geopotential number by the normal gravity value computed on the
 HZ1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1534.degrees latitude (g = 980.6199 gals.).
 HZ1534
 HZ1534.The modeled gravity was interpolated from observed gravity values.
 HZ1534
 HZ1534;                    North         East    Units  Estimated Accuracy
 HZ1534;SPC KY1Z     - 1,231,760.    1,518,190.      MT  (+/- 180 meters Scaled)
 HZ1534
 HZ1534                          SUPERSEDED SURVEY CONTROL
 HZ1534
 HZ1534  NGVD 29 (??/??/92)  220.821  (m)          724.48   (f) ADJ UNCH    1 2
 HZ1534
 HZ1534.Superseded values are not recommended for survey control.
 HZ1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1534.See file dsdata.txt to determine how the superseded data were derived.
 HZ1534
 HZ1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH273535(NAD 83)
 HZ1534_MARKER: DB = BENCH MARK DISK
 HZ1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1534_STAMPING: G 351 1954
 HZ1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1534+STABILITY: SURFACE MOTION
 HZ1534
 HZ1534  HISTORY     - Date     Condition        Report By
 HZ1534  HISTORY     - 1954     MONUMENTED       CGS
 HZ1534  HISTORY     - 1963     GOOD             NGS
 HZ1534
 HZ1534                          STATION DESCRIPTION
 HZ1534
 HZ1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1534'2.3 MI NE FROM GOSHEN.
 HZ1534'ABOUT 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 42 FROM THE PRESBYTERIAN
 HZ1534'CHURCH AT GOSHEN, ABOUT 2.0 MILES SOUTHWEST OF LIBERTY SCHOOL AT
 HZ1534'SKYLIGHT, ABOUT 0.35 MILE SOUTHWEST OF SHILOH METHODIST CHURCH,
 HZ1534'32 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 93 FEET WEST AND
 HZ1534'ACROSS HIGHWAY FROM TELEPHONE CABLE POLE NO. 178, 21 FEET NORTHEAST
 HZ1534'OF CENTER LINE OF A FARM ROAD NORTHWEST, 16 1/2 FEET NORTH OF
 HZ1534'NORTHEAST END OF AN 18-INCH PIPE CULVERT UNDER FARM ROAD, 33 FEET
 HZ1534'EAST-SOUTHEAST OF POWER POLE NO. R 03 - 1 WITH A TRANSFORMER,
 HZ1534'12 FEET NORTHEAST OF A 36-INCH HACKBERRY TREE, 1 FOOT SOUTHEAST
 HZ1534'OF A FENCE LINE, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN
 HZ1534'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ1534
 HZ1534                          STATION RECOVERY (1963)
 HZ1534
 HZ1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0898 ***********************************************************************
 HZ0898  DESIGNATION -  G 352
 HZ0898  PID         -  HZ0898
 HZ0898  STATE/COUNTY-  KY/TRIMBLE
 HZ0898  USGS QUAD   -  MADISON WEST (1993)
 HZ0898
 HZ0898                         *CURRENT SURVEY CONTROL
 HZ0898  ___________________________________________________________________
 HZ0898* NAD 83(1986)-  38 38 19.     (N)    085 24 33.     (W)     SCALED    
 HZ0898* NAVD 88     -       145.477  (meters)     477.29   (feet)  ADJUSTED  
 HZ0898  ___________________________________________________________________
 HZ0898  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ0898  DYNAMIC HT  -         145.380 (meters)     476.97  (feet)  COMP
 HZ0898  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 HZ0898
 HZ0898  VERT ORDER  -  FIRST     CLASS II
 HZ0898
 HZ0898.The horizontal coordinates were scaled from a topographic map and have
 HZ0898.an estimated accuracy of +/- 6 seconds.
 HZ0898
 HZ0898.The orthometric height was determined by differential leveling
 HZ0898.and adjusted by the National Geodetic Survey in June 1991..
 HZ0898
 HZ0898.The geoid height was determined by GEOID03.
 HZ0898
 HZ0898.The dynamic height is computed by dividing the NAVD 88
 HZ0898.geopotential number by the normal gravity value computed on the
 HZ0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0898.degrees latitude (g = 980.6199 gals.).
 HZ0898
 HZ0898.The modeled gravity was interpolated from observed gravity values.
 HZ0898
 HZ0898;                    North         East    Units  Estimated Accuracy
 HZ0898;SPC KY1Z     - 1,255,910.    1,529,680.      MT  (+/- 180 meters Scaled)
 HZ0898
 HZ0898                          SUPERSEDED SURVEY CONTROL
 HZ0898
 HZ0898  NGVD 29 (??/??/92)  145.65   (m)          477.9    (f) COMPUTED    1 2
 HZ0898
 HZ0898.Superseded values are not recommended for survey control.
 HZ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0898.See file dsdata.txt to determine how the superseded data were derived.
 HZ0898
 HZ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH384778(NAD 83)
 HZ0898_MARKER: DB = BENCH MARK DISK
 HZ0898_SETTING: 66 = SET IN ROCK OUTCROP
 HZ0898_SP_SET: LIMESTONE LEDGE
 HZ0898_STAMPING: G 352 1954
 HZ0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ0898+STABILITY: POSITION/ELEVATION WELL
 HZ0898
 HZ0898  HISTORY     - Date     Condition        Report By
 HZ0898  HISTORY     - 1954     MONUMENTED       CGS
 HZ0898  HISTORY     - 1963     GOOD             NGS
 HZ0898
 HZ0898                          STATION DESCRIPTION
 HZ0898
 HZ0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0898'5.8 MI N FROM WISES LANDING.
 HZ0898'ABOUT 5.8 MILES NORTH ALONG A ROAD FROM THE BAPTIST CHURCH AT
 HZ0898'WISES LANDING, AT THE JUNCTION OF STATE HIGHWAY 625, ON THE
 HZ0898'OUTSIDE OF A CURVE IN HIGHWAY 625 WITH TANGENTS EXTENDING EAST
 HZ0898'AND NORTH, AT A SETTLEMENT LOCALLY KNOWN AS TROUT, SET IN
 HZ0898'THE TOP OF AN OUTCROPPING LIMESTONE LEDGE ABOUT 3 BY 15 FEET,
 HZ0898'42 FEET NORTH OF CENTER LINE OF ROAD LEADING TO WISES LANDING,
 HZ0898'37 FEET WEST OF CENTER LINE OF NORTH TANGENT OF HIGHWAY, 47
 HZ0898'FEET WEST-NORTHWEST OF CENTER OF JUNCTION, 9 FEET NORTHWEST
 HZ0898'OF A LONE 26-INCH FORKED ELM TREE, 1.3 FEET NORTHWEST OF
 HZ0898'SOUTHEAST EDGE OF LEDGE AND ABOUT 4 1/2 FEET ABOVE LEVEL OF
 HZ0898'HIGHWAY.
 HZ0898
 HZ0898                          STATION RECOVERY (1963)
 HZ0898
 HZ0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0918 ***********************************************************************
 HZ0918  DESIGNATION -  G 353
 HZ0918  PID         -  HZ0918
 HZ0918  STATE/COUNTY-  KY/CARROLL
 HZ0918  USGS QUAD   -  MADISON EAST (1994)
 HZ0918
 HZ0918                         *CURRENT SURVEY CONTROL
 HZ0918  ___________________________________________________________________
 HZ0918* NAD 83(1986)-  38 43 14.     (N)    085 15 14.     (W)     SCALED    
 HZ0918* NAVD 88     -       140.532  (meters)     461.06   (feet)  ADJUSTED  
 HZ0918  ___________________________________________________________________
 HZ0918  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0918  DYNAMIC HT  -         140.441 (meters)     460.76  (feet)  COMP
 HZ0918  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 HZ0918
 HZ0918  VERT ORDER  -  FIRST     CLASS II
 HZ0918
 HZ0918.The horizontal coordinates were scaled from a topographic map and have
 HZ0918.an estimated accuracy of +/- 6 seconds.
 HZ0918
 HZ0918.The orthometric height was determined by differential leveling
 HZ0918.and adjusted by the National Geodetic Survey in June 1991..
 HZ0918
 HZ0918.The geoid height was determined by GEOID03.
 HZ0918
 HZ0918.The dynamic height is computed by dividing the NAVD 88
 HZ0918.geopotential number by the normal gravity value computed on the
 HZ0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0918.degrees latitude (g = 980.6199 gals.).
 HZ0918
 HZ0918.The modeled gravity was interpolated from observed gravity values.
 HZ0918
 HZ0918;                    North         East    Units  Estimated Accuracy
 HZ0918;SPC KY1Z     - 1,265,070.    1,543,150.      MT  (+/- 180 meters Scaled)
 HZ0918
 HZ0918                          SUPERSEDED SURVEY CONTROL
 HZ0918
 HZ0918  NGVD 29 (??/??/92)  140.706  (m)          461.63   (f) ADJ UNCH    1 2
 HZ0918
 HZ0918.Superseded values are not recommended for survey control.
 HZ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0918.See file dsdata.txt to determine how the superseded data were derived.
 HZ0918
 HZ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH517872(NAD 83)
 HZ0918_MARKER: DB = BENCH MARK DISK
 HZ0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0918_SP_SET: CULVERT
 HZ0918_STAMPING: G 353 1954
 HZ0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0918+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1997
 HZ0918
 HZ0918  HISTORY     - Date     Condition        Report By
 HZ0918  HISTORY     - 1954     MONUMENTED       CGS
 HZ0918  HISTORY     - 1964     GOOD             NGS
 HZ0918  HISTORY     - 19970417 GOOD             KYDT
 HZ0918
 HZ0918                          STATION DESCRIPTION
 HZ0918
 HZ0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0918'6.8 MI E FROM MILTON.
 HZ0918'6.8 MILES EAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 HZ0918'U.S. HIGHWAY 421 AT MILTON, ABOUT 0.4 MILE NORTHWEST OF HIGHWAY
 HZ0918'BRIDGE OVER LOCUST CREEK, IN THE TOP OF THE SOUTHEAST END OF THE
 HZ0918'SOUTHWEST HEAD WALL OF A 12-FOOT CONCRETE CULVERT, 17 1/2 FEET
 HZ0918'SOUTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT 4 FEET BELOW
 HZ0918'LEVEL OF HIGHWAY.  NOTE-- MARK MAY BE REACHED FROM THE COURT
 HZ0918'HOUSE AT CAROLLTON BY GOING ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY
 HZ0918'42, THENCE ABOUT 3.6 MILES NORTHWEST ALONG STATE HIGHWAY 36.
 HZ0918
 HZ0918                          STATION RECOVERY (1964)
 HZ0918
 HZ0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0918'RECOVERED IN GOOD CONDITION.
 HZ0918
 HZ0918                          STATION RECOVERY (1997)
 HZ0918
 HZ0918'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HZ0918'MARK IS ABOUT 6 FEET BELOW ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1080 ***********************************************************************
 HY1080  DESIGNATION -  G 354 RESET 1974
 HY1080  PID         -  HY1080
 HY1080  STATE/COUNTY-  KY/GREENUP
 HY1080  USGS QUAD   -  PORTSMOUTH (1975)
 HY1080
 HY1080                         *CURRENT SURVEY CONTROL
 HY1080  ___________________________________________________________________
 HY1080* NAD 83(1986)-  38 43 58.     (N)    082 53 17.     (W)     SCALED    
 HY1080* NAVD 88     -       166.84   (+/-2cm)     547.4    (feet)  VERTCON   
 HY1080  ___________________________________________________________________
 HY1080  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HY1080
 HY1080  VERT ORDER  -  THIRD (See Below)
 HY1080
 HY1080.The horizontal coordinates were scaled from a topographic map and have
 HY1080.an estimated accuracy of +/- 6 seconds.
 HY1080
 HY1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY1080.The vertical order pertains to the NGVD 29 superseded value.
 HY1080
 HY1080.The geoid height was determined by GEOID03.
 HY1080
 HY1080;                    North         East    Units  Estimated Accuracy
 HY1080;SPC KY1Z     - 1,270,120.    1,748,820.      MT  (+/- 180 meters Scaled)
 HY1080
 HY1080                          SUPERSEDED SURVEY CONTROL
 HY1080
 HY1080  NGVD 29 (??/??/??)  167.03   (m)          548.0    (f) RESET       3  
 HY1080
 HY1080.Superseded values are not recommended for survey control.
 HY1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1080.See file dsdata.txt to determine how the superseded data were derived.
 HY1080
 HY1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC358888(NAD 83)
 HY1080_MARKER: DB = BENCH MARK DISK
 HY1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1080_STAMPING: G 354 RESET 1974
 HY1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1080+STABILITY: SURFACE MOTION
 HY1080
 HY1080  HISTORY     - Date     Condition        Report By
 HY1080  HISTORY     - 1974     MONUMENTED       NGS
 HY1080  HISTORY     - 1979     GOOD             LOCENG
 HY1080
 HY1080                          STATION DESCRIPTION
 HY1080
 HY1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HY1080'6.4 MI SE FROM SOUTH PORTSMOUTH.
 HY1080'6.4 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 HY1080'STATION AT SOUTH PORTSMOUTH, ABOUT 0.2 MILE SOUTHEAST OF MILEPOST
 HY1080'544, 1 FOOT WEST OF FENCE CORNER POST WITH WITNESS SIGN ATTACHED,
 HY1080'12 FEET WEST OF POWER LINE POLE 879 306, 12 FEET NORTHEAST OF A
 HY1080'TELEPHONE POLE, 18 FEET SOUTH OF CENTERLINE OF FIELD ENTRANCE,
 HY1080'36 FEET EAST OF EAST RAIL OF RAILROAD DISK SET IN TOP OF ROUND
 HY1080'CONCRETE POST PROJECTING 4 INCHES.
 HY1080
 HY1080                          STATION RECOVERY (1979)
 HY1080
 HY1080'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0821 ***********************************************************************
 HY0821  DESIGNATION -  G 355
 HY0821  PID         -  HY0821
 HY0821  STATE/COUNTY-  KY/BOYD
 HY0821  USGS QUAD   -  ASHLAND (1985)
 HY0821
 HY0821                         *CURRENT SURVEY CONTROL
 HY0821  ___________________________________________________________________
 HY0821* NAD 83(1986)-  38 28 42.     (N)    082 38 19.     (W)     SCALED    
 HY0821* NAVD 88     -       169.947  (meters)     557.57   (feet)  ADJUSTED  
 HY0821  ___________________________________________________________________
 HY0821  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY0821  DYNAMIC HT  -         169.835 (meters)     557.20  (feet)  COMP
 HY0821  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 HY0821
 HY0821  VERT ORDER  -  FIRST     CLASS II
 HY0821
 HY0821.The horizontal coordinates were scaled from a topographic map and have
 HY0821.an estimated accuracy of +/- 6 seconds.
 HY0821
 HY0821.The orthometric height was determined by differential leveling
 HY0821.and adjusted by the National Geodetic Survey in June 1991..
 HY0821
 HY0821.The geoid height was determined by GEOID03.
 HY0821
 HY0821.The dynamic height is computed by dividing the NAVD 88
 HY0821.geopotential number by the normal gravity value computed on the
 HY0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0821.degrees latitude (g = 980.6199 gals.).
 HY0821
 HY0821.The modeled gravity was interpolated from observed gravity values.
 HY0821
 HY0821;                    North         East    Units  Estimated Accuracy
 HY0821;SPC KY1Z     - 1,242,590.    1,771,440.      MT  (+/- 180 meters Scaled)
 HY0821
 HY0821                          SUPERSEDED SURVEY CONTROL
 HY0821
 HY0821  NGVD 29 (??/??/92)  170.137  (m)          558.19   (f) ADJ UNCH    1 2
 HY0821
 HY0821.Superseded values are not recommended for survey control.
 HY0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0821.See file dsdata.txt to determine how the superseded data were derived.
 HY0821
 HY0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC570601(NAD 83)
 HY0821_MARKER: DB = BENCH MARK DISK
 HY0821_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HY0821+WITH SETTING: PAVEMENT
 HY0821_STAMPING: G 355 1956
 HY0821_MARK LOGO: CGS   
 HY0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0821+STABILITY: SURFACE MOTION
 HY0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0821+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2006
 HY0821
 HY0821  HISTORY     - Date     Condition        Report By
 HY0821  HISTORY     - 1956     MONUMENTED       CGS
 HY0821  HISTORY     - 1958     GOOD             NGS
 HY0821  HISTORY     - 1984     GOOD             KYDT
 HY0821  HISTORY     - 1984     GOOD             NGS
 HY0821  HISTORY     - 20000424 GOOD             KYDT
 HY0821  HISTORY     - 20060107 GOOD             USPSQD
 HY0821
 HY0821                          STATION DESCRIPTION
 HY0821
 HY0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0821'AT ASHLAND.
 HY0821'AT ASHLAND, AT THE INTERSECTION OF WINCHESTER AVENUE AND 17TH
 HY0821'STREET, AT POST OFFICE, 31 1/2 FEET NORTH OF NORTH CURB OF
 HY0821'WINCHESTER AVENUE, 53 1/2 FEET WEST OF WEST CURB OF 17TH STREET,
 HY0821'IN THE TOP OF EAST END OF THE STONE WINDOW SILL OF THE FIRST
 HY0821'WINDOW EAST OF THE MAIN (SOUTH) ENTRANCE TO POST OFFICE AND
 HY0821'ABOUT 3 FEET ABOVE LEVEL OF SIDE WALK.
 HY0821
 HY0821                          STATION RECOVERY (1958)
 HY0821
 HY0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HY0821'RECOVERED IN GOOD CONDITION.
 HY0821
 HY0821                          STATION RECOVERY (1984)
 HY0821
 HY0821'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 HY0821'RECOVERED IN GOOD CONDITION.
 HY0821
 HY0821                          STATION RECOVERY (1984)
 HY0821
 HY0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0821'RECOVERED IN GOOD CONDITION.
 HY0821
 HY0821                          STATION RECOVERY (2000)
 HY0821
 HY0821'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY0821'POST OFFICE HAS MOVED, BUILDING NOW HONEYWELL PROJECT MANAGER OFFICES.
 HY0821' 
 HY0821
 HY0821                          STATION RECOVERY (2006)
 HY0821
 HY0821'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 HY0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0026 ***********************************************************************
 HA0026  DESIGNATION -  G 356
 HA0026  PID         -  HA0026
 HA0026  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0026  USGS QUAD   -  GARFIELD (1982)
 HA0026
 HA0026                         *CURRENT SURVEY CONTROL
 HA0026  ___________________________________________________________________
 HA0026* NAD 83(1986)-  37 48 14.     (N)    086 19 34.     (W)     SCALED    
 HA0026* NAVD 88     -       255.405  (meters)     837.94   (feet)  ADJUSTED  
 HA0026  ___________________________________________________________________
 HA0026  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HA0026  DYNAMIC HT  -         255.219 (meters)     837.33  (feet)  COMP
 HA0026  MODELED GRAV-     979,892.9   (mgal)                       NAVD 88
 HA0026
 HA0026  VERT ORDER  -  SECOND    CLASS 0
 HA0026
 HA0026.The horizontal coordinates were scaled from a topographic map and have
 HA0026.an estimated accuracy of +/- 6 seconds.
 HA0026
 HA0026.The orthometric height was determined by differential leveling
 HA0026.and adjusted by the National Geodetic Survey in June 1991..
 HA0026
 HA0026.The geoid height was determined by GEOID03.
 HA0026
 HA0026.The dynamic height is computed by dividing the NAVD 88
 HA0026.geopotential number by the normal gravity value computed on the
 HA0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0026.degrees latitude (g = 980.6199 gals.).
 HA0026
 HA0026.The modeled gravity was interpolated from observed gravity values.
 HA0026
 HA0026;                    North         East    Units  Estimated Accuracy
 HA0026;SPC KY1Z     - 1,163,360.    1,449,270.      MT  (+/- 180 meters Scaled)
 HA0026
 HA0026                          SUPERSEDED SURVEY CONTROL
 HA0026
 HA0026  NGVD 29 (??/??/92)  255.529  (m)          838.35   (f) ADJ UNCH    2 0
 HA0026
 HA0026.Superseded values are not recommended for survey control.
 HA0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0026.See file dsdata.txt to determine how the superseded data were derived.
 HA0026
 HA0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG593842(NAD 83)
 HA0026_MARKER: DB = BENCH MARK DISK
 HA0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0026_STAMPING: G 356 1954
 HA0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0026+STABILITY: SURFACE MOTION
 HA0026
 HA0026  HISTORY     - Date     Condition        Report By
 HA0026  HISTORY     - 1954     MONUMENTED       CGS
 HA0026
 HA0026                          STATION DESCRIPTION
 HA0026
 HA0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0026'6.2 MI SW FROM IRVINGTON.
 HA0026'ABOUT 6.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HA0026'OF STATE HIGHWAY 448 AND THE SCHOOL AT IRVINGTON, ABOUT 6.45 MILES
 HA0026'NORTHEAST ALONG HIGHWAY 60 FROM THE JUNCTION OF STATE HIGHWAY 65
 HA0026'LEADING SOUTH AT HARNED, ABOUT 0.95 MILE NORTHEAST OF JUNCTION
 HA0026'OF STATE HIGHWAY 86, ABOUT 0.1 MILE SOUTHWEST OF THE TOP OF A
 HA0026'GRADE, 21 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 88 FEET
 HA0026'SOUTH OF SOUTH PORCH CORNER OF A STORE AND SERVICE STATION, 236
 HA0026'FEET SOUTHWEST OF SOUTHWEST END OF SOUTHEAST CONCRETE HEAD WALL
 HA0026'OF A 15-INCH PIPE CULVERT UNDER HIGHWAY, 227 FEET NORTHEAST OF
 HA0026'NORTHEAST END OF SOUTHEAST CONCRETE HEAD WALL OF A 15-INCH PIPE
 HA0026'CULVERT UNDER HIGHWAY, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 HA0026'POST, ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 HA0026'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1765 ***********************************************************************
 HA1765  DESIGNATION -  G 356 RESET
 HA1765  PID         -  HA1765
 HA1765  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1765  USGS QUAD   -  GARFIELD (1982)
 HA1765
 HA1765                         *CURRENT SURVEY CONTROL
 HA1765  ___________________________________________________________________
 HA1765* NAD 83(1986)-  37 48 14.     (N)    086 19 34.     (W)     SCALED    
 HA1765* NAVD 88     -       254.38   (meters)     834.6    (feet)  RESET     
 HA1765  ___________________________________________________________________
 HA1765  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HA1765
 HA1765  VERT ORDER  -  THIRD
 HA1765
 HA1765.The horizontal coordinates were scaled from a topographic map and have
 HA1765.an estimated accuracy of +/- 6 seconds.
 HA1765
 HA1765.The orthometric height was computed from unverified reset data.
 HA1765.No vertical observational check was made to the station.
 HA1765
 HA1765.The geoid height was determined by GEOID03.
 HA1765
 HA1765;                    North         East    Units  Estimated Accuracy
 HA1765;SPC KY1Z     - 1,163,360.    1,449,270.      MT  (+/- 180 meters Scaled)
 HA1765
 HA1765                          SUPERSEDED SURVEY CONTROL
 HA1765
 HA1765  NGVD 29 (10/08/05)  254.51   (m)          835.0    (f) RESET       3  
 HA1765
 HA1765.Superseded values are not recommended for survey control.
 HA1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1765.See file dsdata.txt to determine how the superseded data were derived.
 HA1765
 HA1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG593842(NAD 83)
 HA1765_MARKER: DB = BENCH MARK DISK
 HA1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1765_SP_SET: CONCRETE POST
 HA1765_STAMPING: G 356 RESET 1986
 HA1765_MARK LOGO: KYDT  
 HA1765_PROJECTION: FLUSH
 HA1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1765+STABILITY: SURFACE MOTION
 HA1765
 HA1765  HISTORY     - Date     Condition        Report By
 HA1765  HISTORY     - 1986     MONUMENTED       KYDT
 HA1765
 HA1765                          STATION DESCRIPTION
 HA1765
 HA1765'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1986
 HA1765'9.9 KM (6.15 MI) SW FROM IRVINGTON.
 HA1765'6.15 MI SOUTHWEST ALONG US HIGHWAY 60 FROM THE JUNCTION OF STATE ROUTE
 HA1765'448 AND THE SCHOOL IN IRVINGTON, 6.45 MI NORTHEAST ALONG HIGHWAY 60
 HA1765'FROM THE JUNCTION OF STATE ROUTE 79 LEADING SOUTH IN HARNED, 0.95 MI
 HA1765'NORTHWEST OF JUNCTION OF STATE ROUTE 86, 0.1 MI SOUTHWEST OF THE TOP
 HA1765'OF A GRADE, 152 FT SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 67 FT
 HA1765'NORTH OF THE CENTER OF HIGHWAY 60, 5 FT SOUTHEAST OF UTILITY POLE
 HA1765'NUMBER D4 69.
 HA1765'THE MARK IS 3.0 METERS  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0494 ***********************************************************************
 GD0494  DESIGNATION -  G 358
 GD0494  PID         -  GD0494
 GD0494  STATE/COUNTY-  KY/HICKMAN
 GD0494  USGS QUAD   -  OAKTON (1982)
 GD0494
 GD0494                         *CURRENT SURVEY CONTROL
 GD0494  ___________________________________________________________________
 GD0494* NAD 83(1986)-  36 43 16.     (N)    089 07 27.     (W)     SCALED    
 GD0494* NAVD 88     -       131.470  (meters)     431.33   (feet)  ADJUSTED  
 GD0494  ___________________________________________________________________
 GD0494  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GD0494  DYNAMIC HT  -         131.369 (meters)     431.00  (feet)  COMP
 GD0494  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 GD0494
 GD0494  VERT ORDER  -  FIRST     CLASS II
 GD0494
 GD0494.The horizontal coordinates were scaled from a topographic map and have
 GD0494.an estimated accuracy of +/- 6 seconds.
 GD0494
 GD0494.The orthometric height was determined by differential leveling
 GD0494.and adjusted by the National Geodetic Survey in June 1991..
 GD0494
 GD0494.The geoid height was determined by GEOID03.
 GD0494
 GD0494.The dynamic height is computed by dividing the NAVD 88
 GD0494.geopotential number by the normal gravity value computed on the
 GD0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0494.degrees latitude (g = 980.6199 gals.).
 GD0494
 GD0494.The modeled gravity was interpolated from observed gravity values.
 GD0494
 GD0494;                    North         East    Units  Estimated Accuracy
 GD0494;SPC KY1Z     - 1,048,490.    1,198,600.      MT  (+/- 180 meters Scaled)
 GD0494
 GD0494                          SUPERSEDED SURVEY CONTROL
 GD0494
 GD0494  NGVD 29 (??/??/??)  131.374  (m)          431.02   (f) ADJUSTED    1 2
 GD0494
 GD0494.Superseded values are not recommended for survey control.
 GD0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0494.See file dsdata.txt to determine how the superseded data were derived.
 GD0494
 GD0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF102660(NAD 83)
 GD0494_MARKER: DB = BENCH MARK DISK
 GD0494_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0494_SP_SET: 50 1/2 FEET
 GD0494_STAMPING: G 358 1957
 GD0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0494+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 GD0494
 GD0494  HISTORY     - Date     Condition        Report By
 GD0494  HISTORY     - 1957     MONUMENTED       CGS
 GD0494  HISTORY     - 20020814 GOOD             USACE
 GD0494
 GD0494                          STATION DESCRIPTION
 GD0494
 GD0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0494'3.8 MI SW FROM COLUMBUS.
 GD0494'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 123 FROM THE SCHOOL
 GD0494'AT COLUMBUS, THENCE ABOUT 2.7 MILES WEST AND SOUTHWEST ALONG
 GD0494'CHALK BLUFF ROAD, 60 FEET EAST OF CENTER LINE OF ROAD, 85 FEET
 GD0494'WEST OF A LONE CHINABERRY TREE, 3/4 FOOT SOUTH OF A FENCE LINE
 GD0494'ALONG NORTH SIDE OF LAWN 1 FOOT WEST OF A WHITE CONCRETE WITNESS
 GD0494'POST, ABOUT 5 FEET ABOVE LEVEL OF ROAD AND IS A DISK ON
 GD0494'COPPER-COATED STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED BY
 GD0494'A 4-INCH TILE WHICH PROJECTS 1 INCH.  THE ROD WAS DRIVEN TO A
 GD0494'DEPTH OF 50 1/2 FEET.
 GD0494
 GD0494                          STATION RECOVERY (2002)
 GD0494
 GD0494'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0494'MARK IS ALSO 36 FT N OF CENTERLINE OF GRAVEL DRIVEWAY TO HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0057 ***********************************************************************
 HZ0057  DESIGNATION -  G 36
 HZ0057  PID         -  HZ0057
 HZ0057  STATE/COUNTY-  KY/HARRISON
 HZ0057  USGS QUAD   -  BERRY (1953)
 HZ0057
 HZ0057                         *CURRENT SURVEY CONTROL
 HZ0057  ___________________________________________________________________
 HZ0057* NAD 83(1986)-  38 31 33.     (N)    084 23 06.     (W)     SCALED    
 HZ0057* NAVD 88     -       205.220  (meters)     673.29   (feet)  ADJUSTED  
 HZ0057  ___________________________________________________________________
 HZ0057  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 HZ0057  DYNAMIC HT  -         205.076 (meters)     672.82  (feet)  COMP
 HZ0057  MODELED GRAV-     979,921.8   (mgal)                       NAVD 88
 HZ0057
 HZ0057  VERT ORDER  -  SECOND    CLASS 0
 HZ0057
 HZ0057.The horizontal coordinates were scaled from a topographic map and have
 HZ0057.an estimated accuracy of +/- 6 seconds.
 HZ0057
 HZ0057.The orthometric height was determined by differential leveling
 HZ0057.and adjusted by the National Geodetic Survey in June 1991..
 HZ0057
 HZ0057.The geoid height was determined by GEOID03.
 HZ0057
 HZ0057.The dynamic height is computed by dividing the NAVD 88
 HZ0057.geopotential number by the normal gravity value computed on the
 HZ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0057.degrees latitude (g = 980.6199 gals.).
 HZ0057
 HZ0057.The modeled gravity was interpolated from observed gravity values.
 HZ0057
 HZ0057;                    North         East    Units  Estimated Accuracy
 HZ0057;SPC KY1Z     - 1,244,210.    1,619,020.      MT  (+/- 180 meters Scaled)
 HZ0057
 HZ0057                          SUPERSEDED SURVEY CONTROL
 HZ0057
 HZ0057  NGVD 29 (??/??/92)  205.428  (m)          673.98   (f) ADJ UNCH    2 0
 HZ0057
 HZ0057.Superseded values are not recommended for survey control.
 HZ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0057.See file dsdata.txt to determine how the superseded data were derived.
 HZ0057
 HZ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH279674(NAD 83)
 HZ0057_MARKER: DB = BENCH MARK DISK
 HZ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0057_STAMPING: G 36 1935
 HZ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0057+STABILITY: SURFACE MOTION
 HZ0057
 HZ0057  HISTORY     - Date     Condition        Report By
 HZ0057  HISTORY     - 1935     MONUMENTED       CGS
 HZ0057  HISTORY     - 1955     MARK NOT FOUND   NGS
 HZ0057
 HZ0057                          STATION DESCRIPTION
 HZ0057
 HZ0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0057'0.4 MI N FROM BERRY.
 HZ0057'0.4 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HZ0057'THE STATION AT BERRY, HARRISON COUNTY, 6.5 YARDS EAST OF THE
 HZ0057'CENTERLINE OF A GRAVEL ROAD, 6 YARDS WEST OF THE WEST RAIL, 9.8
 HZ0057'FEET WEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF SEMAPHORE
 HZ0057'TOWER 541, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  THIS MARK
 HZ0057'WAS SEARCHED FOR BUT COULD NOT BE RECOVERED.  THE SEMAPHORE HAS
 HZ0057'BEEN MOVED, BUT THE BASE IS STILL IN PLACE, EXTENSIVE PRODDING
 HZ0057'WAS DONE BUT COULD FIND NOTHING AT POINT OF MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1795 ***********************************************************************
 GY1795  DESIGNATION -  G 367
 GY1795  PID         -  GY1795
 GY1795  STATE/COUNTY-  KY/MORGAN
 GY1795  USGS QUAD   -  CANNEL CITY (1993)
 GY1795
 GY1795                         *CURRENT SURVEY CONTROL
 GY1795  ___________________________________________________________________
 GY1795* NAD 83(1986)-  37 51 24.     (N)    083 15 09.     (W)     SCALED    
 GY1795* NAVD 88     -       245.552  (meters)     805.62   (feet)  ADJUSTED  
 GY1795  ___________________________________________________________________
 GY1795  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GY1795  DYNAMIC HT  -         245.372 (meters)     805.02  (feet)  COMP
 GY1795  MODELED GRAV-     979,890.1   (mgal)                       NAVD 88
 GY1795
 GY1795  VERT ORDER  -  FIRST     CLASS I
 GY1795
 GY1795.The horizontal coordinates were scaled from a topographic map and have
 GY1795.an estimated accuracy of +/- 6 seconds.
 GY1795
 GY1795.The orthometric height was determined by differential leveling
 GY1795.and adjusted by the National Geodetic Survey in June 1991..
 GY1795
 GY1795.The geoid height was determined by GEOID03.
 GY1795
 GY1795.The dynamic height is computed by dividing the NAVD 88
 GY1795.geopotential number by the normal gravity value computed on the
 GY1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1795.degrees latitude (g = 980.6199 gals.).
 GY1795
 GY1795.The modeled gravity was interpolated from observed gravity values.
 GY1795
 GY1795;                    North         East    Units  Estimated Accuracy
 GY1795;SPC KY1Z     - 1,172,000.    1,719,740.      MT  (+/- 180 meters Scaled)
 GY1795
 GY1795                          SUPERSEDED SURVEY CONTROL
 GY1795
 GY1795  NGVD 29 (??/??/92)  245.710  (m)          806.13   (f) ADJ UNCH    1 1
 GY1795
 GY1795.Superseded values are not recommended for survey control.
 GY1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1795.See file dsdata.txt to determine how the superseded data were derived.
 GY1795
 GY1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB018923(NAD 83)
 GY1795_MARKER: DB = BENCH MARK DISK
 GY1795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1795_SP_SET: CULVERT
 GY1795_STAMPING: G 369 1967
 GY1795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1795
 GY1795  HISTORY     - Date     Condition        Report By
 GY1795  HISTORY     - 1967     MONUMENTED       CGS
 GY1795
 GY1795                          STATION DESCRIPTION
 GY1795
 GY1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1795'3.5 MI SE FROM INDEX.
 GY1795'ABOUT 3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 191 FROM THE JUNCTION
 GY1795'OF U.S. HIGHWAY 460 AT INDEX, ABOUT 1.05 MILES SOUTHEAST OF THE
 GY1795'POST OFFICE IN THE SMALL VILLAGE OF MALONE, IN A RAVINE BETWEEN
 GY1795'TWO CUTS, SET ON THE TOP OF A SLOPING ROCK LEDGE, 27 FEET SOUTHWEST
 GY1795'OF THE CENTER LINE OF THE HIGHWAY, 8 FEET SOUTHWEST OF THE
 GY1795'SOUTHWEST END OF A 24-INCH PIPE CULVERT WITH A STONE HEAD WALL AND
 GY1795'3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1764 ***********************************************************************
 HY1764  DESIGNATION -  G 37
 HY1764  PID         -  HY1764
 HY1764  STATE/COUNTY-  KY/BATH
 HY1764  USGS QUAD   -  SALT LICK (1975)
 HY1764
 HY1764                         *CURRENT SURVEY CONTROL
 HY1764  ___________________________________________________________________
 HY1764* NAD 83(1986)-  38 06 44.     (N)    083 37 24.     (W)     SCALED    
 HY1764* NAVD 88     -       201.996  (meters)     662.72   (feet)  ADJUSTED  
 HY1764  ___________________________________________________________________
 HY1764  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HY1764  DYNAMIC HT  -         201.856 (meters)     662.26  (feet)  COMP
 HY1764  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 HY1764
 HY1764  VERT ORDER  -  SECOND    CLASS 0
 HY1764
 HY1764.The horizontal coordinates were scaled from a topographic map and have
 HY1764.an estimated accuracy of +/- 6 seconds.
 HY1764
 HY1764.The orthometric height was determined by differential leveling
 HY1764.and adjusted by the National Geodetic Survey in June 1991..
 HY1764
 HY1764.The geoid height was determined by GEOID03.
 HY1764
 HY1764.The dynamic height is computed by dividing the NAVD 88
 HY1764.geopotential number by the normal gravity value computed on the
 HY1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1764.degrees latitude (g = 980.6199 gals.).
 HY1764
 HY1764.The modeled gravity was interpolated from observed gravity values.
 HY1764
 HY1764;                    North         East    Units  Estimated Accuracy
 HY1764;SPC KY1Z     - 1,199,550.    1,686,470.      MT  (+/- 180 meters Scaled)
 HY1764
 HY1764                          SUPERSEDED SURVEY CONTROL
 HY1764
 HY1764  NGVD 29 (??/??/92)  202.146  (m)          663.21   (f) ADJ UNCH    2 0
 HY1764
 HY1764.Superseded values are not recommended for survey control.
 HY1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1764.See file dsdata.txt to determine how the superseded data were derived.
 HY1764
 HY1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC700215(NAD 83)
 HY1764_MARKER: DB = BENCH MARK DISK
 HY1764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1764_SP_SET: BRIDGE SEAT
 HY1764_STAMPING: G 37 1935 663.207
 HY1764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1764
 HY1764  HISTORY     - Date     Condition        Report By
 HY1764  HISTORY     - 1935     MONUMENTED       CGS
 HY1764  HISTORY     - 1963     GOOD             NGS
 HY1764  HISTORY     - 1964     GOOD             NGS
 HY1764  HISTORY     - 19931018 MARK NOT FOUND   LOCENG
 HY1764
 HY1764                          STATION DESCRIPTION
 HY1764
 HY1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HY1764'0.8 MI SW FROM SALT LICK.
 HY1764'0.8 MILE SOUTHWEST ALONG STATE HGIHWAY NO. 211 FROM THE CHESAPEAKE
 HY1764'AND OHIO RAILROAD STATION AT SALT LICK, THENCE ABOUT 200 FEET
 HY1764'WEST OF ALONG GRAVEL ROAD TO CROSSING, THENCE WALK NORTHEAST
 HY1764'ALONG RAILROAD FOR APPROXIMATELY 110 YARDS TO RAILROAD BRIDGE
 HY1764'NO. 590.0, ABOUT 192 FEET SOUTHWEST OF MILEPOST 590, 5 1/2
 HY1764'FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD U.S.C. AND G.S.
 HY1764'DISK SET IN DRILL HOLE IN THE NORTHEAST BRIDGE SEAT AND 7.75
 HY1764'FEET NORTHWEST OF THE SOUTHEAST END OF SEAT.
 HY1764
 HY1764                          STATION RECOVERY (1964)
 HY1764
 HY1764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HY1764'RECOVERED IN GOOD CONDITION.
 HY1764
 HY1764                          STATION RECOVERY (1993)
 HY1764
 HY1764'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 HY1764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1820 ***********************************************************************
 GY1820  DESIGNATION -  G 370
 GY1820  PID         -  GY1820
 GY1820  STATE/COUNTY-  KY/WOLFE
 GY1820  USGS QUAD   -  LEE CITY (1965)
 GY1820
 GY1820                         *CURRENT SURVEY CONTROL
 GY1820  ___________________________________________________________________
 GY1820* NAD 83(1986)-  37 42 22.     (N)    083 20 07.     (W)     SCALED    
 GY1820* NAVD 88     -       303.184  (meters)     994.70   (feet)  ADJUSTED  
 GY1820  ___________________________________________________________________
 GY1820  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GY1820  DYNAMIC HT  -         302.952 (meters)     993.93  (feet)  COMP
 GY1820  MODELED GRAV-     979,856.3   (mgal)                       NAVD 88
 GY1820
 GY1820  VERT ORDER  -  FIRST     CLASS I
 GY1820
 GY1820.The horizontal coordinates were scaled from a topographic map and have
 GY1820.an estimated accuracy of +/- 6 seconds.
 GY1820
 GY1820.The orthometric height was determined by differential leveling
 GY1820.and adjusted by the National Geodetic Survey in June 1991..
 GY1820
 GY1820.The geoid height was determined by GEOID03.
 GY1820
 GY1820.The dynamic height is computed by dividing the NAVD 88
 GY1820.geopotential number by the normal gravity value computed on the
 GY1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1820.degrees latitude (g = 980.6199 gals.).
 GY1820
 GY1820.The modeled gravity was interpolated from observed gravity values.
 GY1820
 GY1820;                    North         East    Units  Estimated Accuracy
 GY1820;SPC KY1Z     - 1,155,110.    1,712,890.      MT  (+/- 180 meters Scaled)
 GY1820
 GY1820                          SUPERSEDED SURVEY CONTROL
 GY1820
 GY1820  NGVD 29 (??/??/92)  303.337  (m)          995.20   (f) ADJ UNCH    1 1
 GY1820
 GY1820.Superseded values are not recommended for survey control.
 GY1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1820.See file dsdata.txt to determine how the superseded data were derived.
 GY1820
 GY1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB941757(NAD 83)
 GY1820_MARKER: DB = BENCH MARK DISK
 GY1820_SETTING: 66 = SET IN ROCK OUTCROP
 GY1820_SP_SET: ROCK CUT
 GY1820_STAMPING: G 370 1967
 GY1820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1820+STABILITY: POSITION/ELEVATION WELL
 GY1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1820+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 GY1820
 GY1820  HISTORY     - Date     Condition        Report By
 GY1820  HISTORY     - 1967     MONUMENTED       CGS
 GY1820  HISTORY     - 19960430 GOOD             KYDT
 GY1820
 GY1820                          STATION DESCRIPTION
 GY1820
 GY1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1820'2.3 MI SW FROM LEE CITY.
 GY1820'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 205 FROM THE
 GY1820'JUNCTION OF A BLACK TOPPED ROAD LEADING SOUTHEAST AT LEE CITY,
 GY1820'ABOUT 100 YARDS NORTH OF A 24-FOOT CONCRETE BOX CULVERT FOR ROSE
 GY1820'FORK, SET VERTICALLY IN THE WEST FACE OF A ROCK CUT WHICH IS 35
 GY1820'FEET LONG AND 10 FEET HIGH AND IS PART OF A CUT, 24 FEET EAST OF
 GY1820'THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET ABOVE THE LEVEL OF
 GY1820'THE GROUND AND 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GY1820
 GY1820                          STATION RECOVERY (1996)
 GY1820
 GY1820'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1820'MARK IS 19 YARDS SOUTH OF CENTERLINE OF DRIVE NORTHEAST AND 1 FOOT
 GY1820'NORTH OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1778 ***********************************************************************
 GY1778  DESIGNATION -  G 371
 GY1778  PID         -  GY1778
 GY1778  STATE/COUNTY-  KY/MORGAN
 GY1778  USGS QUAD   -  WEST LIBERTY (1993)
 GY1778
 GY1778                         *CURRENT SURVEY CONTROL
 GY1778  ___________________________________________________________________
 GY1778* NAD 83(1986)-  37 55 14.     (N)    083 15 36.     (W)     SCALED    
 GY1778* NAVD 88     -       249.855  (meters)     819.73   (feet)  ADJUSTED  
 GY1778  ___________________________________________________________________
 GY1778  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GY1778  DYNAMIC HT  -         249.674 (meters)     819.14  (feet)  COMP
 GY1778  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 GY1778
 GY1778  VERT ORDER  -  FIRST     CLASS I
 GY1778
 GY1778.The horizontal coordinates were scaled from a topographic map and have
 GY1778.an estimated accuracy of +/- 6 seconds.
 GY1778
 GY1778.The orthometric height was determined by differential leveling
 GY1778.and adjusted by the National Geodetic Survey in June 1991..
 GY1778
 GY1778.The geoid height was determined by GEOID03.
 GY1778
 GY1778.The dynamic height is computed by dividing the NAVD 88
 GY1778.geopotential number by the normal gravity value computed on the
 GY1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1778.degrees latitude (g = 980.6199 gals.).
 GY1778
 GY1778.The modeled gravity was interpolated from observed gravity values.
 GY1778
 GY1778;                    North         East    Units  Estimated Accuracy
 GY1778;SPC KY1Z     - 1,179,070.    1,718,890.      MT  (+/- 180 meters Scaled)
 GY1778
 GY1778                          SUPERSEDED SURVEY CONTROL
 GY1778
 GY1778  NGVD 29 (??/??/92)  250.016  (m)          820.26   (f) ADJ UNCH    1 1
 GY1778
 GY1778.Superseded values are not recommended for survey control.
 GY1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1778.See file dsdata.txt to determine how the superseded data were derived.
 GY1778
 GY1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB013994(NAD 83)
 GY1778_MARKER: DB = BENCH MARK DISK
 GY1778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1778_SP_SET: CONCRETE WALL
 GY1778_STAMPING: G 371 1967
 GY1778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1778
 GY1778  HISTORY     - Date     Condition        Report By
 GY1778  HISTORY     - 1967     MONUMENTED       CGS
 GY1778  HISTORY     - 19990316 MARK NOT FOUND   KYDT
 GY1778
 GY1778                          STATION DESCRIPTION
 GY1778
 GY1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1778'AT WEST LIBERTY.
 GY1778'AT WEST LIBERTY, ALONG U.S. HIGHWAY 460, (MAIN STREET) ABOUT 100
 GY1778'YARDS NORTH OF THE COURTHOUSE BUILDING, AT THE NORTHWEST CORNER OF
 GY1778'THE BRICK PORTION OF THE COMMERICAL BANK BUILDING, SET ON THE TOP
 GY1778'OF A 4-FOOT HIGH CONCRETE WALL WHICH IS AROUND A SMALL LAWN, 15 FEET
 GY1778'EAST OF THE EAST CURB LINE OF THE HIGHWAY, 1 FOOT NORTH OF
 GY1778'THE NORTH WALL OF THE BUILDING AND 5 FEET ABOVE THE LEVEL OF
 GY1778'THE STREET.
 GY1778
 GY1778                          STATION RECOVERY (1999)
 GY1778
 GY1778'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1778'AN ADDITION TO BANK WAS ADDED AT THIS LOCATION IN 1993, NO SIGN OF
 GY1778'RETAINING WALL, NO SIGN OF RESET, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0859 ***********************************************************************
 HY0859  DESIGNATION -  G 372
 HY0859  PID         -  HY0859
 HY0859  STATE/COUNTY-  KY/GREENUP
 HY0859  USGS QUAD   -  ARGILLITE (1978)
 HY0859
 HY0859                         *CURRENT SURVEY CONTROL
 HY0859  ___________________________________________________________________
 HY0859* NAD 83(1986)-  38 28 42.     (N)    082 49 50.     (W)     SCALED    
 HY0859* NAVD 88     -       182.007  (meters)     597.13   (feet)  ADJUSTED  
 HY0859  ___________________________________________________________________
 HY0859  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HY0859  DYNAMIC HT  -         181.890 (meters)     596.75  (feet)  COMP
 HY0859  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 HY0859
 HY0859  VERT ORDER  -  FIRST     CLASS I
 HY0859
 HY0859.The horizontal coordinates were scaled from a topographic map and have
 HY0859.an estimated accuracy of +/- 6 seconds.
 HY0859
 HY0859.The orthometric height was determined by differential leveling
 HY0859.and adjusted by the National Geodetic Survey in June 1991..
 HY0859
 HY0859.The geoid height was determined by GEOID03.
 HY0859
 HY0859.The dynamic height is computed by dividing the NAVD 88
 HY0859.geopotential number by the normal gravity value computed on the
 HY0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0859.degrees latitude (g = 980.6199 gals.).
 HY0859
 HY0859.The modeled gravity was interpolated from observed gravity values.
 HY0859
 HY0859;                    North         East    Units  Estimated Accuracy
 HY0859;SPC KY1Z     - 1,242,050.    1,754,700.      MT  (+/- 180 meters Scaled)
 HY0859
 HY0859                          SUPERSEDED SURVEY CONTROL
 HY0859
 HY0859  NGVD 29 (??/??/92)  182.198  (m)          597.76   (f) ADJ UNCH    1 1
 HY0859
 HY0859.Superseded values are not recommended for survey control.
 HY0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0859.See file dsdata.txt to determine how the superseded data were derived.
 HY0859
 HY0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC403604(NAD 83)
 HY0859_MARKER: DB = BENCH MARK DISK
 HY0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0859_STAMPING: G 372 1967
 HY0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0859+STABILITY: SURFACE MOTION
 HY0859
 HY0859  HISTORY     - Date     Condition        Report By
 HY0859  HISTORY     - 1967     MONUMENTED       CGS
 HY0859
 HY0859                          STATION DESCRIPTION
 HY0859
 HY0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0859'1 MI S FROM ARGILLITE.
 HY0859'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 207 FROM THE JUNCTION
 HY0859'OF STATE HIGHWAY 1 AT ARGILLITE, NEAR THE JUNCTION OF A DIM
 HY0859'TRAIL LEADING NORTHEAST, 0.15 MILE NORTH OF A GAS LINE CROSSING
 HY0859'UNDER THE HIGHWAY, 33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HY0859'13 FEET NORTH OF THE CENTER LINE OF THE TRAIL, 2 FEET WEST OF A
 HY0859'METAL WITNESS POST, 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY
 HY0859'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 HY0859'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0888 ***********************************************************************
 HY0888  DESIGNATION -  G 373
 HY0888  PID         -  HY0888
 HY0888  STATE/COUNTY-  KY/CARTER
 HY0888  USGS QUAD   -  GRAYSON (1978)
 HY0888
 HY0888                         *CURRENT SURVEY CONTROL
 HY0888  ___________________________________________________________________
 HY0888* NAD 83(1986)-  38 19 21.     (N)    082 57 03.     (W)     SCALED    
 HY0888* NAVD 88     -       180.425  (meters)     591.94   (feet)  ADJUSTED  
 HY0888  ___________________________________________________________________
 HY0888  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HY0888  DYNAMIC HT  -         180.305 (meters)     591.55  (feet)  COMP
 HY0888  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 HY0888
 HY0888  VERT ORDER  -  FIRST     CLASS I
 HY0888
 HY0888.The horizontal coordinates were scaled from a topographic map and have
 HY0888.an estimated accuracy of +/- 6 seconds.
 HY0888
 HY0888.The orthometric height was determined by differential leveling
 HY0888.and adjusted by the National Geodetic Survey in June 1991..
 HY0888
 HY0888.The geoid height was determined by GEOID03.
 HY0888
 HY0888.The dynamic height is computed by dividing the NAVD 88
 HY0888.geopotential number by the normal gravity value computed on the
 HY0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0888.degrees latitude (g = 980.6199 gals.).
 HY0888
 HY0888.The modeled gravity was interpolated from observed gravity values.
 HY0888
 HY0888;                    North         East    Units  Estimated Accuracy
 HY0888;SPC KY1Z     - 1,224,440.    1,744,730.      MT  (+/- 180 meters Scaled)
 HY0888
 HY0888                          SUPERSEDED SURVEY CONTROL
 HY0888
 HY0888  NGVD 29 (??/??/92)  180.604  (m)          592.53   (f) ADJ UNCH    1 1
 HY0888
 HY0888.Superseded values are not recommended for survey control.
 HY0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0888.See file dsdata.txt to determine how the superseded data were derived.
 HY0888
 HY0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC294433(NAD 83)
 HY0888_MARKER: DB = BENCH MARK DISK
 HY0888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0888_SP_SET: ABUTMENT
 HY0888_STAMPING: G 373 1967
 HY0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0888+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1997
 HY0888
 HY0888  HISTORY     - Date     Condition        Report By
 HY0888  HISTORY     - 1967     MONUMENTED       CGS
 HY0888  HISTORY     - 19970924 GOOD             KYDT
 HY0888
 HY0888                          STATION DESCRIPTION
 HY0888
 HY0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0888'0.7 MI S FROM GRAYSON.
 HY0888'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 HY0888'U.S. HIGHWAY 60 AT GRAYSON, THENCE 0.1 MILE SOUTH ALONG A BLACK
 HY0888'TOPPED ROAD, SET ON THE TOP OF THE WEST END OF THE NORTH ABUTMENT
 HY0888'FOR THE NORTH ONE OF THREE CONCRETE AND STEEL BRIDGE OVER THE
 HY0888'LITTLE SANDY RIVER, 9 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HY0888'1.2 FEET EAST OF THE WEST END OF THE ABUTMENT AND 1 FOOT ABOVE
 HY0888'THE LEVEL OF THE ROAD.
 HY0888
 HY0888                          STATION RECOVERY (1997)
 HY0888
 HY0888'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1629 ***********************************************************************
 HY1629  DESIGNATION -  G 374
 HY1629  PID         -  HY1629
 HY1629  STATE/COUNTY-  KY/ROWAN
 HY1629  USGS QUAD   -  BANGOR (1983)
 HY1629
 HY1629                         *CURRENT SURVEY CONTROL
 HY1629  ___________________________________________________________________
 HY1629* NAD 83(1986)-  38 05 30.     (N)    083 24 38.     (W)     SCALED    
 HY1629* NAVD 88     -       247.776  (meters)     812.91   (feet)  ADJUSTED  
 HY1629  ___________________________________________________________________
 HY1629  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HY1629  DYNAMIC HT  -         247.601 (meters)     812.34  (feet)  COMP
 HY1629  MODELED GRAV-     979,915.9   (mgal)                       NAVD 88
 HY1629
 HY1629  VERT ORDER  -  FIRST     CLASS I
 HY1629
 HY1629.The horizontal coordinates were scaled from a topographic map and have
 HY1629.an estimated accuracy of +/- 6 seconds.
 HY1629
 HY1629.The orthometric height was determined by differential leveling
 HY1629.and adjusted by the National Geodetic Survey in June 1991..
 HY1629
 HY1629.The geoid height was determined by GEOID03.
 HY1629
 HY1629.The dynamic height is computed by dividing the NAVD 88
 HY1629.geopotential number by the normal gravity value computed on the
 HY1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1629.degrees latitude (g = 980.6199 gals.).
 HY1629
 HY1629.The modeled gravity was interpolated from observed gravity values.
 HY1629
 HY1629;                    North         East    Units  Estimated Accuracy
 HY1629;SPC KY1Z     - 1,197,720.    1,705,180.      MT  (+/- 180 meters Scaled)
 HY1629
 HY1629                          SUPERSEDED SURVEY CONTROL
 HY1629
 HY1629  NGVD 29 (??/??/92)  247.946  (m)          813.47   (f) ADJ UNCH    1 1
 HY1629
 HY1629.Superseded values are not recommended for survey control.
 HY1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1629.See file dsdata.txt to determine how the superseded data were derived.
 HY1629
 HY1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC886187(NAD 83)
 HY1629_MARKER: DB = BENCH MARK DISK
 HY1629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1629_SP_SET: CULVERT
 HY1629_STAMPING: G 374 1967
 HY1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1629+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1997
 HY1629
 HY1629  HISTORY     - Date     Condition        Report By
 HY1629  HISTORY     - 1967     MONUMENTED       CGS
 HY1629  HISTORY     - 19970826 GOOD             KYDT
 HY1629
 HY1629                          STATION DESCRIPTION
 HY1629
 HY1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1629'5.8 MI SE FROM CLEARFIELD.
 HY1629'ABOUT 5.8 MILES SOUTHEAST ALONG STATE HIGHWAY 519 FROM THE POST
 HY1629'OFFICE AT CLEARFIELD, ABOUT 0.25 MILE SOUTH OF A BRIDGE OVER LICK
 HY1629'FORK, SET ON THE TOP OF THE SOUTH END OF THE WEST HEAD WALL FOR
 HY1629'A 4 FOOT BOX CULVERT UNDER THE HIGHWAY, 15 FEET WEST OF THE CENTER
 HY1629'LINE OF THE HIGHWAY AND 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 HY1629
 HY1629                          STATION RECOVERY (1997)
 HY1629
 HY1629'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY1629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1604 ***********************************************************************
 HY1604  DESIGNATION -  G 375
 HY1604  PID         -  HY1604
 HY1604  STATE/COUNTY-  KY/ROWAN
 HY1604  USGS QUAD   -  HALDEMAN (1977)
 HY1604
 HY1604                         *CURRENT SURVEY CONTROL
 HY1604  ___________________________________________________________________
 HY1604* NAD 83(1986)-  38 13 50.     (N)    083 22 27.     (W)     SCALED    
 HY1604* NAVD 88     -       249.399  (meters)     818.24   (feet)  ADJUSTED  
 HY1604  ___________________________________________________________________
 HY1604  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1604  DYNAMIC HT  -         249.226 (meters)     817.67  (feet)  COMP
 HY1604  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 HY1604
 HY1604  VERT ORDER  -  FIRST     CLASS I
 HY1604
 HY1604.The horizontal coordinates were scaled from a topographic map and have
 HY1604.an estimated accuracy of +/- 6 seconds.
 HY1604
 HY1604.The orthometric height was determined by differential leveling
 HY1604.and adjusted by the National Geodetic Survey in June 1991..
 HY1604
 HY1604.The geoid height was determined by GEOID03.
 HY1604
 HY1604.The dynamic height is computed by dividing the NAVD 88
 HY1604.geopotential number by the normal gravity value computed on the
 HY1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1604.degrees latitude (g = 980.6199 gals.).
 HY1604
 HY1604.The modeled gravity was interpolated from observed gravity values.
 HY1604
 HY1604;                    North         East    Units  Estimated Accuracy
 HY1604;SPC KY1Z     - 1,213,210.    1,707,980.      MT  (+/- 180 meters Scaled)
 HY1604
 HY1604                          SUPERSEDED SURVEY CONTROL
 HY1604
 HY1604  NGVD 29 (??/??/92)  249.571  (m)          818.80   (f) ADJ UNCH    1 1
 HY1604
 HY1604.Superseded values are not recommended for survey control.
 HY1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1604.See file dsdata.txt to determine how the superseded data were derived.
 HY1604
 HY1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC921340(NAD 83)
 HY1604_MARKER: DB = BENCH MARK DISK
 HY1604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1604_SP_SET: ABUTMENT
 HY1604_STAMPING: G 375 1967
 HY1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1604
 HY1604  HISTORY     - Date     Condition        Report By
 HY1604  HISTORY     - 1967     MONUMENTED       CGS
 HY1604  HISTORY     - 1979     GOOD             LOCENG
 HY1604  HISTORY     - 19970825 POOR             KYDT
 HY1604
 HY1604                          STATION DESCRIPTION
 HY1604
 HY1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1604'4.6 MI NE FROM MOREHEAD.
 HY1604'ABOUT 4.6 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1604'FROM THE STATION AT MOREHEAD, ABOUT 6 1/2 RAILS EAST OF MILEPOST
 HY1604'573, SET ON THE TOP OF THE NORTH END OF THE WEST CONCRETE
 HY1604'ABUTMENT OF BRIDGE NO. 5729 OVER TRIPLETT CREEK, 10 FEET NORTH
 HY1604'OF THE NORTH RAIL, 2 FEET SOUTH OF THE NORTH END OF THE ABUTMENT
 HY1604'AND 2 FEET BELOW THE LEVEL OF THE TRACK.
 HY1604
 HY1604                          STATION RECOVERY (1979)
 HY1604
 HY1604'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1604'RECOVERED IN GOOD CONDITION.
 HY1604
 HY1604                          STATION RECOVERY (1997)
 HY1604
 HY1604'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY1604'FOUND DISK PRIED UP AND LOOSE IN ABUTMENT, RECOVERED DISK AT THIS
 HY1604'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1751 ***********************************************************************
 HY1751  DESIGNATION -  G 38
 HY1751  PID         -  HY1751
 HY1751  STATE/COUNTY-  KY/FLEMING
 HY1751  USGS QUAD   -  PLUMMERS LANDING (1979)
 HY1751
 HY1751                         *CURRENT SURVEY CONTROL
 HY1751  ___________________________________________________________________
 HY1751* NAD 83(1986)-  38 18 58.     (N)    083 34 18.     (W)     SCALED    
 HY1751* NAVD 88     -       206.009  (meters)     675.88   (feet)  ADJUSTED  
 HY1751  ___________________________________________________________________
 HY1751  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY1751  DYNAMIC HT  -         205.870 (meters)     675.43  (feet)  COMP
 HY1751  MODELED GRAV-     979,950.3   (mgal)                       NAVD 88
 HY1751
 HY1751  VERT ORDER  -  SECOND    CLASS 0
 HY1751
 HY1751.The horizontal coordinates were scaled from a topographic map and have
 HY1751.an estimated accuracy of +/- 6 seconds.
 HY1751
 HY1751.The orthometric height was determined by differential leveling
 HY1751.and adjusted by the National Geodetic Survey in June 1991..
 HY1751
 HY1751.The geoid height was determined by GEOID03.
 HY1751
 HY1751.The dynamic height is computed by dividing the NAVD 88
 HY1751.geopotential number by the normal gravity value computed on the
 HY1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1751.degrees latitude (g = 980.6199 gals.).
 HY1751
 HY1751.The modeled gravity was interpolated from observed gravity values.
 HY1751
 HY1751;                    North         East    Units  Estimated Accuracy
 HY1751;SPC KY1Z     - 1,222,280.    1,690,470.      MT  (+/- 180 meters Scaled)
 HY1751
 HY1751                          SUPERSEDED SURVEY CONTROL
 HY1751
 HY1751  NGVD 29 (??/??/92)  206.189  (m)          676.47   (f) ADJ UNCH    2 0
 HY1751
 HY1751.Superseded values are not recommended for survey control.
 HY1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1751.See file dsdata.txt to determine how the superseded data were derived.
 HY1751
 HY1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC751440(NAD 83)
 HY1751_MARKER: DB = BENCH MARK DISK
 HY1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1751_STAMPING: G 38 1935 676.472
 HY1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1751+STABILITY: SURFACE MOTION
 HY1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1751+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2003
 HY1751
 HY1751  HISTORY     - Date     Condition        Report By
 HY1751  HISTORY     - 1935     MONUMENTED       CGS
 HY1751  HISTORY     - 1955     GOOD             NGS
 HY1751  HISTORY     - 1980     GOOD             NGS
 HY1751  HISTORY     - 20030903 GOOD             KYDT
 HY1751
 HY1751                          STATION DESCRIPTION
 HY1751
 HY1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1751'12 MI SE FROM FLEMINGSBURG.
 HY1751'12.0 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE JUNCTION
 HY1751'OF STATE HIGHWAYS 11 AND 32 IN FLEMINGSBURG, 0.1 MILE NORTHWEST
 HY1751'OF GRAVEL ROAD NORTHEAST TO PLUMMERS LANDING, 50 YARDS SOUTHEAST
 HY1751'OF GARAGE AND WRECKING YARD, 40.3 FEET NORTHEAST OF THE CENTER
 HY1751'LINE OF THE HIGHWAY, 28 FEET NORTH OF THE NORTHWEST CORNER OF
 HY1751'CONCRETE CULVERT, 10.5 FEET NORTHEAST OF THE CORNER OF JOG IN
 HY1751'THE RIGHT-OF-WAY FENCE LINE, 5.4 FEET SOUTHEAST OF THE JOG OF
 HY1751'FENCE ALONG SOUTHEAST SIDE OF WRECKING YARD, 9.6 FEET SOUTHWEST
 HY1751'OF NORTHEAST RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH HIGHWAY.
 HY1751'NOTE-- THIS MARK COULD GET COVERED AS THE WATER FROM SLOPE WASHES
 HY1751'OVER THE MARK.
 HY1751
 HY1751                          STATION RECOVERY (1980)
 HY1751
 HY1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HY1751'THE MARK IS 42 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24
 HY1751'FEET NORTH OF NORTHWEST CORNER OF A CONCRETE CULVERT AND 1 FOOT EAST
 HY1751'OF A METAL WITNESS POST.
 HY1751
 HY1751                          STATION RECOVERY (2003)
 HY1751
 HY1751'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HY1751'MARK IS 42.3 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 4.7 FEET
 HY1751'SOUTHWEST OF FIRST WOOD POST IN BOARD FENCE SOUTHEAST OF FENCE CORNER,
 HY1751'1.8 FEET SOUTHWEST OF A 10 INCH FORKED WALNUT TREE, 1 FOOT SOUTHWEST
 HY1751'OF METAL WITNESS POST AND SIGN AND BURIED 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0884 ***********************************************************************
 GY0884  DESIGNATION -  G 380
 GY0884  PID         -  GY0884
 GY0884  STATE/COUNTY-  KY/LETCHER
 GY0884  USGS QUAD   -  WHITESBURG (1978)
 GY0884
 GY0884                         *CURRENT SURVEY CONTROL
 GY0884  ___________________________________________________________________
 GY0884* NAD 83(1986)-  37 06 47.     (N)    082 48 01.     (W)     SCALED    
 GY0884* NAVD 88     -       355.740  (meters)    1167.12   (feet)  ADJUSTED  
 GY0884  ___________________________________________________________________
 GY0884  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GY0884  DYNAMIC HT  -         355.440 (meters)    1166.14  (feet)  COMP
 GY0884  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 GY0884
 GY0884  VERT ORDER  -  FIRST     CLASS I
 GY0884
 GY0884.The horizontal coordinates were scaled from a topographic map and have
 GY0884.an estimated accuracy of +/- 6 seconds.
 GY0884
 GY0884.The orthometric height was determined by differential leveling
 GY0884.and adjusted by the National Geodetic Survey in June 1991..
 GY0884
 GY0884.The geoid height was determined by GEOID03.
 GY0884
 GY0884.The dynamic height is computed by dividing the NAVD 88
 GY0884.geopotential number by the normal gravity value computed on the
 GY0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0884.degrees latitude (g = 980.6199 gals.).
 GY0884
 GY0884.The modeled gravity was interpolated from observed gravity values.
 GY0884
 GY0884;                    North         East    Units  Estimated Accuracy
 GY0884;SPC KY1Z     - 1,090,680.    1,762,130.      MT  (+/- 180 meters Scaled)
 GY0884
 GY0884                          SUPERSEDED SURVEY CONTROL
 GY0884
 GY0884  NGVD 29 (??/??/92)  355.895  (m)         1167.63   (f) ADJ UNCH    1 1
 GY0884
 GY0884.Superseded values are not recommended for survey control.
 GY0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0884.See file dsdata.txt to determine how the superseded data were derived.
 GY0884
 GY0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB400089(NAD 83)
 GY0884_MARKER: DB = BENCH MARK DISK
 GY0884_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY0884_SP_SET: IRON
 GY0884_STAMPING: G 380 1967
 GY0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0884
 GY0884  HISTORY     - Date     Condition        Report By
 GY0884  HISTORY     - 1967     MONUMENTED       CGS
 GY0884  HISTORY     - 20020522 MARK NOT FOUND   KYDT
 GY0884
 GY0884                          STATION DESCRIPTION
 GY0884
 GY0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY0884'2 MI E FROM WHITESBURG.
 GY0884'ABOUT 1.95 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY0884'FROM THE STATION AT WHITESBURG, 0.1 MILE SOUTHWEST OF A COAL
 GY0884'YARD, 12 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 GY0884'TRACK, 6 1/2 FEET WEST OF TELEPHONE POLE NUMBER 5262, 3 1/2 FEET
 GY0884'EAST OF MILEPOST 286, 1.4 FEET SOUTH OF A METAL WITNESS POST,
 GY0884'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP
 GY0884'OF A 3-INCH IRON PIPE WHICH PROJECTS 10 INCHES.
 GY0884
 GY0884                          STATION RECOVERY (2002)
 GY0884
 GY0884'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2005 ***********************************************************************
 GY2005  DESIGNATION -  G 381
 GY2005  PID         -  GY2005
 GY2005  STATE/COUNTY-  KY/PERRY
 GY2005  USGS QUAD   -  VICCO (1992)
 GY2005
 GY2005                         *CURRENT SURVEY CONTROL
 GY2005  ___________________________________________________________________
 GY2005* NAD 83(1986)-  37 10 27.     (N)    083 05 28.     (W)     SCALED    
 GY2005* NAVD 88     -       283.943  (meters)     931.57   (feet)  ADJUSTED  
 GY2005  ___________________________________________________________________
 GY2005  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GY2005  DYNAMIC HT  -         283.712 (meters)     930.81  (feet)  COMP
 GY2005  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 GY2005
 GY2005  VERT ORDER  -  FIRST     CLASS I
 GY2005
 GY2005.The horizontal coordinates were scaled from a topographic map and have
 GY2005.an estimated accuracy of +/- 6 seconds.
 GY2005
 GY2005.The orthometric height was determined by differential leveling
 GY2005.and adjusted by the National Geodetic Survey in June 1991..
 GY2005
 GY2005.The geoid height was determined by GEOID03.
 GY2005
 GY2005.The dynamic height is computed by dividing the NAVD 88
 GY2005.geopotential number by the normal gravity value computed on the
 GY2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2005.degrees latitude (g = 980.6199 gals.).
 GY2005
 GY2005.The modeled gravity was interpolated from observed gravity values.
 GY2005
 GY2005;                    North         East    Units  Estimated Accuracy
 GY2005;SPC KY1Z     - 1,096,680.    1,736,090.      MT  (+/- 180 meters Scaled)
 GY2005
 GY2005                          SUPERSEDED SURVEY CONTROL
 GY2005
 GY2005  NGVD 29 (??/??/92)  284.096  (m)          932.07   (f) ADJ UNCH    1 1
 GY2005
 GY2005.Superseded values are not recommended for survey control.
 GY2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2005.See file dsdata.txt to determine how the superseded data were derived.
 GY2005
 GY2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB143162(NAD 83)
 GY2005_MARKER: DB = BENCH MARK DISK
 GY2005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2005_SP_SET: BRIDGE
 GY2005_STAMPING: G 381 1967
 GY2005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2005
 GY2005  HISTORY     - Date     Condition        Report By
 GY2005  HISTORY     - 1967     MONUMENTED       CGS
 GY2005
 GY2005                          STATION DESCRIPTION
 GY2005
 GY2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY2005'13.6 MI SE FROM HAZARD.
 GY2005'ABOUT 13.65 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY2005'RAILROAD FROM THE STATION AT HAZARD, 205 FEET WEST OF THE WEST
 GY2005'RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE SOUTH END OF THE
 GY2005'EAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER THE NORTH FORK
 GY2005'KENTUCKY RIVER, 18 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 GY2005'ROAD, 1.6 FEET SOUTH OF A CONCRETE PILLAR OF THE BRIDGE, AND
 GY2005'ABOUT 8 INCHES ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2018 ***********************************************************************
 GY2018  DESIGNATION -  G 382
 GY2018  PID         -  GY2018
 GY2018  STATE/COUNTY-  KY/LETCHER
 GY2018  USGS QUAD   -  VICCO (1992)
 GY2018
 GY2018                         *CURRENT SURVEY CONTROL
 GY2018  ___________________________________________________________________
 GY2018* NAD 83(1986)-  37 08 07.     (N)    083 02 04.     (W)     SCALED    
 GY2018* NAVD 88     -       295.850  (meters)     970.63   (feet)  ADJUSTED  
 GY2018  ___________________________________________________________________
 GY2018  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GY2018  DYNAMIC HT  -         295.607 (meters)     969.84  (feet)  COMP
 GY2018  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 GY2018
 GY2018  VERT ORDER  -  FIRST     CLASS I
 GY2018
 GY2018.The horizontal coordinates were scaled from a topographic map and have
 GY2018.an estimated accuracy of +/- 6 seconds.
 GY2018
 GY2018.The orthometric height was determined by differential leveling
 GY2018.and adjusted by the National Geodetic Survey in June 1991..
 GY2018
 GY2018.The geoid height was determined by GEOID03.
 GY2018
 GY2018.The dynamic height is computed by dividing the NAVD 88
 GY2018.geopotential number by the normal gravity value computed on the
 GY2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2018.degrees latitude (g = 980.6199 gals.).
 GY2018
 GY2018.The modeled gravity was interpolated from observed gravity values.
 GY2018
 GY2018;                    North         East    Units  Estimated Accuracy
 GY2018;SPC KY1Z     - 1,092,510.    1,741,250.      MT  (+/- 180 meters Scaled)
 GY2018
 GY2018                          SUPERSEDED SURVEY CONTROL
 GY2018
 GY2018  NGVD 29 (??/??/92)  295.998  (m)          971.12   (f) ADJ UNCH    1 1
 GY2018
 GY2018.Superseded values are not recommended for survey control.
 GY2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2018.See file dsdata.txt to determine how the superseded data were derived.
 GY2018
 GY2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB192118(NAD 83)
 GY2018_MARKER: DB = BENCH MARK DISK
 GY2018_SETTING: 66 = SET IN ROCK OUTCROP
 GY2018_SP_SET: ROCK OUTCROP
 GY2018_STAMPING: C 382 1967
 GY2018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2018+STABILITY: POSITION/ELEVATION WELL
 GY2018
 GY2018  HISTORY     - Date     Condition        Report By
 GY2018  HISTORY     - 1967     MONUMENTED       CGS
 GY2018
 GY2018                          STATION DESCRIPTION
 GY2018
 GY2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY2018'20.1 MI W FROM WHITESBURG.
 GY2018'ABOUT 0.9 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY2018'RAILROAD FROM THE STATION AT WHITESBURG, THENCE 0.15 MILE WEST
 GY2018'ALONG STATE HIGHWAY 15, THENCE 19.05 MILES WEST ALONG THE
 GY2018'LOUISVILLE AND NASHVILLE RAILROAD, 0.5 MILE WEST OF MILEPOST 264,
 GY2018'4 RAILS SOUTHEAST OF A CURVE IN THE RAILROAD TRACK, SET IN THE
 GY2018'TOP OF A LEDGE ON A ROCK OUTCROP AT THE FOOT OF A STEEP HILL,
 GY2018'80 1/2 FEET NORTH AND ACROSS THE TRACK FROM POLE NUMBER 515,
 GY2018'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1154 ***********************************************************************
 GZ1154  DESIGNATION -  G 386
 GZ1154  PID         -  GZ1154
 GZ1154  STATE/COUNTY-  KY/PULASKI
 GZ1154  USGS QUAD   -  SOMERSET (1987)
 GZ1154
 GZ1154                         *CURRENT SURVEY CONTROL
 GZ1154  ___________________________________________________________________
 GZ1154* NAD 83(1986)-  37 04 16.     (N)    084 37 08.     (W)     SCALED    
 GZ1154* NAVD 88     -       292.244  (meters)     958.80   (feet)  ADJUSTED  
 GZ1154  ___________________________________________________________________
 GZ1154  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GZ1154  DYNAMIC HT  -         292.016 (meters)     958.06  (feet)  COMP
 GZ1154  MODELED GRAV-     979,842.7   (mgal)                       NAVD 88
 GZ1154
 GZ1154  VERT ORDER  -  FIRST     CLASS I
 GZ1154
 GZ1154.The horizontal coordinates were scaled from a topographic map and have
 GZ1154.an estimated accuracy of +/- 6 seconds.
 GZ1154
 GZ1154.The orthometric height was determined by differential leveling
 GZ1154.and adjusted by the National Geodetic Survey in June 1991..
 GZ1154
 GZ1154.The geoid height was determined by GEOID03.
 GZ1154
 GZ1154.The dynamic height is computed by dividing the NAVD 88
 GZ1154.geopotential number by the normal gravity value computed on the
 GZ1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1154.degrees latitude (g = 980.6199 gals.).
 GZ1154
 GZ1154.The modeled gravity was interpolated from observed gravity values.
 GZ1154
 GZ1154;                    North         East    Units  Estimated Accuracy
 GZ1154;SPC KY1Z     - 1,082,490.    1,600,590.      MT  (+/- 180 meters Scaled)
 GZ1154
 GZ1154                          SUPERSEDED SURVEY CONTROL
 GZ1154
 GZ1154  NGVD 29 (??/??/92)  292.409  (m)          959.35   (f) ADJ UNCH    1 1
 GZ1154
 GZ1154.Superseded values are not recommended for survey control.
 GZ1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1154.See file dsdata.txt to determine how the superseded data were derived.
 GZ1154
 GZ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG116054(NAD 83)
 GZ1154_MARKER: DB = BENCH MARK DISK
 GZ1154_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1154_SP_SET: ROCK LEDGE
 GZ1154_STAMPING: G 386 1968
 GZ1154_MARK LOGO: CGS   
 GZ1154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1154+STABILITY: POSITION/ELEVATION WELL
 GZ1154
 GZ1154  HISTORY     - Date     Condition        Report By
 GZ1154  HISTORY     - 1968     MONUMENTED       CGS
 GZ1154  HISTORY     - 1968     GOOD             NGS
 GZ1154  HISTORY     - 1984     GOOD             KYDT
 GZ1154  HISTORY     - 1986     GOOD             NGS
 GZ1154
 GZ1154                          STATION DESCRIPTION
 GZ1154
 GZ1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1154'1.3 MI SW FROM SOMERSET.
 GZ1154'ABOUT 0.3 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ1154'AT SOMERSET, THENCE 0.6 MILE SOUTHWEST ALONG MONTICELLO STREET,
 GZ1154'THENCE 0.15 MILE WEST ALONG OAK HILL ROAD, THENCE 0.25 MILE
 GZ1154'SOUTH ALONG U.S. HIGHWAY 27, SET IN THE TOP OF A TRIANGULAR
 GZ1154'SHAPED LEDGE ON THE WEST ROCK WALL OF A CUT FOR THE HIGHWAY, 36
 GZ1154'FEET WEST OF THE CENTERLINE OF THE WEST TRAFFIC LANE OF THE
 GZ1154'HIGHWAY, 1.0 FOOT EAST OF A METAL WITNESS POST, AND ABOUT 2 FEET
 GZ1154'ABOVE THE LEVEL OF THE HIGHWAY.
 GZ1154
 GZ1154                          STATION RECOVERY (1968)
 GZ1154
 GZ1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GZ1154'RECOVERED IN GOOD CONDITION.
 GZ1154
 GZ1154                          STATION RECOVERY (1984)
 GZ1154
 GZ1154'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1154'RECOVERED IN GOOD CONDITION.
 GZ1154
 GZ1154                          STATION RECOVERY (1986)
 GZ1154
 GZ1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 GZ1154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1436 ***********************************************************************
 GZ1436  DESIGNATION -  G 387
 GZ1436  PID         -  GZ1436
 GZ1436  STATE/COUNTY-  KY/RUSSELL
 GZ1436  USGS QUAD   -  RUSSELL SPRINGS (1973)
 GZ1436
 GZ1436                         *CURRENT SURVEY CONTROL
 GZ1436  ___________________________________________________________________
 GZ1436* NAD 83(1986)-  37 04 49.     (N)    085 01 10.     (W)     SCALED    
 GZ1436* NAVD 88     -       320.033  (meters)    1049.97   (feet)  ADJUSTED  
 GZ1436  ___________________________________________________________________
 GZ1436  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GZ1436  DYNAMIC HT  -         319.770 (meters)    1049.11  (feet)  COMP
 GZ1436  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 GZ1436
 GZ1436  VERT ORDER  -  FIRST     CLASS I
 GZ1436
 GZ1436.The horizontal coordinates were scaled from a topographic map and have
 GZ1436.an estimated accuracy of +/- 6 seconds.
 GZ1436
 GZ1436.The orthometric height was determined by differential leveling
 GZ1436.and adjusted by the National Geodetic Survey in June 1991..
 GZ1436
 GZ1436.The geoid height was determined by GEOID03.
 GZ1436
 GZ1436.The dynamic height is computed by dividing the NAVD 88
 GZ1436.geopotential number by the normal gravity value computed on the
 GZ1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1436.degrees latitude (g = 980.6199 gals.).
 GZ1436
 GZ1436.The modeled gravity was interpolated from observed gravity values.
 GZ1436
 GZ1436;                    North         East    Units  Estimated Accuracy
 GZ1436;SPC KY1Z     - 1,083,150.    1,564,960.      MT  (+/- 180 meters Scaled)
 GZ1436
 GZ1436                          SUPERSEDED SURVEY CONTROL
 GZ1436
 GZ1436  NGVD 29 (??/??/92)  320.177  (m)         1050.45   (f) ADJ UNCH    1 1
 GZ1436
 GZ1436.Superseded values are not recommended for survey control.
 GZ1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1436.See file dsdata.txt to determine how the superseded data were derived.
 GZ1436
 GZ1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG760056(NAD 83)
 GZ1436_MARKER: DB = BENCH MARK DISK
 GZ1436_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GZ1436_SP_SET: 12 FT
 GZ1436_STAMPING: G 387 1968
 GZ1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1436
 GZ1436  HISTORY     - Date     Condition        Report By
 GZ1436  HISTORY     - 1968     MONUMENTED       CGS
 GZ1436
 GZ1436                          STATION DESCRIPTION
 GZ1436
 GZ1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1436'2.6 MI W FROM SALEM.
 GZ1436'ABOUT 1.65 MILES NORTHWEST ALONG STATE HIGHWAY 76 FROM THE
 GZ1436'SALEM BAPTIST CHURCH AT SALEM, THENCE 0.9 MILE SOUTHWEST ALONG
 GZ1436'STATE HIGHWAY 80, OR ABOUT 3.9 MILES NORTHEAST ALONG STATE HIGHWAY
 GZ1436'80 FROM THE RUSSELL SPRINGS ELEMENTARY SCHOOL AT RUSSELL SPRINGS,
 GZ1436'AT THE SOUTHWEST END OF A WOODEN FENCE, 33 FEET SOUTHEAST OF THE
 GZ1436'CENTERLINE OF THE HIGHWAY, 19 FEET NORTHEAST OF THE CENTER OF A
 GZ1436'WOODEN GATE, 1 FOOT NORTHWEST OF A WOODEN FENCE, 1.0 FOOT
 GZ1436'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 GZ1436'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 GZ1436'TO A DEPTH OF 12 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE
 GZ1436'WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1911 ***********************************************************************
 GZ1911  DESIGNATION -  G 388
 GZ1911  PID         -  GZ1911
 GZ1911  STATE/COUNTY-  KY/BARREN
 GZ1911  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ1911
 GZ1911                         *CURRENT SURVEY CONTROL
 GZ1911  ___________________________________________________________________
 GZ1911* NAD 83(1986)-  37 01 17.     (N)    085 57 15.     (W)     SCALED    
 GZ1911* NAVD 88     -       212.805  (meters)     698.18   (feet)  ADJUSTED  
 GZ1911  ___________________________________________________________________
 GZ1911  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GZ1911  DYNAMIC HT  -         212.635 (meters)     697.62  (feet)  COMP
 GZ1911  MODELED GRAV-     979,828.3   (mgal)                       NAVD 88
 GZ1911
 GZ1911  VERT ORDER  -  FIRST     CLASS I
 GZ1911
 GZ1911.The horizontal coordinates were scaled from a topographic map and have
 GZ1911.an estimated accuracy of +/- 6 seconds.
 GZ1911
 GZ1911.The orthometric height was determined by differential leveling
 GZ1911.and adjusted by the National Geodetic Survey in June 1991..
 GZ1911
 GZ1911.The geoid height was determined by GEOID03.
 GZ1911
 GZ1911.The dynamic height is computed by dividing the NAVD 88
 GZ1911.geopotential number by the normal gravity value computed on the
 GZ1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1911.degrees latitude (g = 980.6199 gals.).
 GZ1911
 GZ1911.The modeled gravity was interpolated from observed gravity values.
 GZ1911
 GZ1911;                    North         East    Units  Estimated Accuracy
 GZ1911;SPC KY1Z     - 1,076,380.    1,481,830.      MT  (+/- 180 meters Scaled)
 GZ1911
 GZ1911                          SUPERSEDED SURVEY CONTROL
 GZ1911
 GZ1911  NGVD 29 (??/??/92)  212.936  (m)          698.61   (f) ADJ UNCH    1 1
 GZ1911
 GZ1911.Superseded values are not recommended for survey control.
 GZ1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1911.See file dsdata.txt to determine how the superseded data were derived.
 GZ1911
 GZ1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF930977(NAD 83)
 GZ1911_MARKER: DB = BENCH MARK DISK
 GZ1911_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1911_SP_SET: ROCK OUTCROP
 GZ1911_STAMPING: G 388 1968
 GZ1911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1911+STABILITY: POSITION/ELEVATION WELL
 GZ1911
 GZ1911  HISTORY     - Date     Condition        Report By
 GZ1911  HISTORY     - 1968     MONUMENTED       CGS
 GZ1911
 GZ1911                          STATION DESCRIPTION
 GZ1911
 GZ1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1911'3.1 MI NW FROM GLASGOW.
 GZ1911'ABOUT 0.4 MILE NORTHWEST ALONG WEST WASHINGTON STREET FROM THE
 GZ1911'BARREN COUNTY COURTHOUSE AT GLASGOW, THENCE 2.7 MILES NORTHWEST
 GZ1911'ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 17 1/2 FEET
 GZ1911'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 161 FEET
 GZ1911'SOUTHEAST OF THE CENTER OF A GATE ACROSS A SIDETRACK, SET IN
 GZ1911'THE NORTHEAST EDGE OF A FLAT ROCK OUTCROP, 17 1/2 FEET NORTH OF A
 GZ1911'SWITCH STAND, 146 FEET NORTHWEST OF THE WEST CORNER OF A CHAIN
 GZ1911'LINK FENCE WHICH SURROUNDS THE SOUTHERN EXPLOSIVES CORPORATION
 GZ1911'PLANT, 16 FEET SOUTHWEST OF THE FENCE, 1.7 FEET NORTHWEST OF A
 GZ1911'METAL WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0394 ***********************************************************************
 HB0394  DESIGNATION -  G 389
 HB0394  PID         -  HB0394
 HB0394  STATE/COUNTY-  KY/BALLARD
 HB0394  USGS QUAD   -  LA CENTER (1975)
 HB0394
 HB0394                         *CURRENT SURVEY CONTROL
 HB0394  ___________________________________________________________________
 HB0394* NAD 83(1986)-  37 05 06.     (N)    088 53 46.     (W)     SCALED    
 HB0394* NAVD 88     -       130.284  (meters)     427.44   (feet)  ADJUSTED  
 HB0394  ___________________________________________________________________
 HB0394  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HB0394  DYNAMIC HT  -         130.188 (meters)     427.13  (feet)  COMP
 HB0394  MODELED GRAV-     979,889.5   (mgal)                       NAVD 88
 HB0394
 HB0394  VERT ORDER  -  FIRST     CLASS I
 HB0394
 HB0394.The horizontal coordinates were scaled from a topographic map and have
 HB0394.an estimated accuracy of +/- 6 seconds.
 HB0394
 HB0394.The orthometric height was determined by differential leveling
 HB0394.and adjusted by the National Geodetic Survey in June 1991..
 HB0394
 HB0394.The geoid height was determined by GEOID03.
 HB0394
 HB0394.The dynamic height is computed by dividing the NAVD 88
 HB0394.geopotential number by the normal gravity value computed on the
 HB0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0394.degrees latitude (g = 980.6199 gals.).
 HB0394
 HB0394.The modeled gravity was interpolated from observed gravity values.
 HB0394
 HB0394;                    North         East    Units  Estimated Accuracy
 HB0394;SPC KY1Z     - 1,088,140.    1,220,330.      MT  (+/- 180 meters Scaled)
 HB0394
 HB0394                          SUPERSEDED SURVEY CONTROL
 HB0394
 HB0394  NGVD 29 (??/??/??)  130.220  (m)          427.23   (f) ADJUSTED    1 1
 HB0394
 HB0394.Superseded values are not recommended for survey control.
 HB0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0394.See file dsdata.txt to determine how the superseded data were derived.
 HB0394
 HB0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG314059(NAD 83)
 HB0394_MARKER: DB = BENCH MARK DISK
 HB0394_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB0394_SP_SET: 20 FEET
 HB0394_STAMPING: G 389 1968
 HB0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0394
 HB0394  HISTORY     - Date     Condition        Report By
 HB0394  HISTORY     - 1968     MONUMENTED       CGS
 HB0394
 HB0394                          STATION DESCRIPTION
 HB0394
 HB0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0394'0.6 MI W FROM KEVIL.
 HB0394'ABOUT 0.1 MILE SOUTH ALONG WALLACE AVENUE FROM THE POST OFFICE AT
 HB0394'KEVIL, THENCE 0.5 MILE WEST ALONG U.S. HIGHWAY 60, 160 FEET NORTHWEST
 HB0394'OF THE CENTERLINE OF THE HIGHWAY, 48 FEET NORTH OF THE CENTER
 HB0394'OF A CROSSING OF THE ILLINOIS CENTRAL RAILROAD AND A GRAVELED ROAD,
 HB0394'47 FEET NORTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD, 45
 HB0394'FEET NORTH OF THE NORTH RAIL, 72 FEET SOUTHEAST OF A TELEPHONE
 HB0394'POLE, 6 1/2 FEET EAST OF A 9-INCH HARDWOOD TREE, 2 FEET SOUTH
 HB0394'OF A FENCE, 7 INCHES NORTHEAST OF A METAL WITNESS POST, ABOUT
 HB0394'3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET ON THE TOP OF
 HB0394'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 20
 HB0394'FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS
 HB0394'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0044 ***********************************************************************
 GZ0044  DESIGNATION -  G 39
 GZ0044  PID         -  GZ0044
 GZ0044  STATE/COUNTY-  KY/MADISON
 GZ0044  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0044
 GZ0044                         *CURRENT SURVEY CONTROL
 GZ0044  ___________________________________________________________________
 GZ0044* NAD 83(1986)-  37 42 52.     (N)    084 16 22.     (W)     SCALED    
 GZ0044* NAVD 88     -       304.291  (meters)     998.33   (feet)  ADJUSTED  
 GZ0044  ___________________________________________________________________
 GZ0044  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GZ0044  DYNAMIC HT  -         304.064 (meters)     997.58  (feet)  COMP
 GZ0044  MODELED GRAV-     979,874.0   (mgal)                       NAVD 88
 GZ0044
 GZ0044  VERT ORDER  -  SECOND    CLASS 0
 GZ0044
 GZ0044.The horizontal coordinates were scaled from a topographic map and have
 GZ0044.an estimated accuracy of +/- 6 seconds.
 GZ0044
 GZ0044.The orthometric height was determined by differential leveling
 GZ0044.and adjusted by the National Geodetic Survey in June 1991..
 GZ0044
 GZ0044.The geoid height was determined by GEOID03.
 GZ0044
 GZ0044.The dynamic height is computed by dividing the NAVD 88
 GZ0044.geopotential number by the normal gravity value computed on the
 GZ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0044.degrees latitude (g = 980.6199 gals.).
 GZ0044
 GZ0044.The modeled gravity was interpolated from observed gravity values.
 GZ0044
 GZ0044;                    North         East    Units  Estimated Accuracy
 GZ0044;SPC KY1Z     - 1,154,310.    1,630,230.      MT  (+/- 180 meters Scaled)
 GZ0044
 GZ0044                          SUPERSEDED SURVEY CONTROL
 GZ0044
 GZ0044  NGVD 29 (??/??/92)  304.439  (m)          998.81   (f) ADJ UNCH    2 0
 GZ0044
 GZ0044.Superseded values are not recommended for survey control.
 GZ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0044.See file dsdata.txt to determine how the superseded data were derived.
 GZ0044
 GZ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG403776(NAD 83)
 GZ0044_MARKER: DB = BENCH MARK DISK
 GZ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0044_STAMPING: G 39 1935
 GZ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0044+STABILITY: SURFACE MOTION
 GZ0044
 GZ0044  HISTORY     - Date     Condition        Report By
 GZ0044  HISTORY     - 1935     MONUMENTED       CGS
 GZ0044  HISTORY     - 1961     GOOD             PAS
 GZ0044
 GZ0044                          STATION DESCRIPTION
 GZ0044
 GZ0044'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0044'2.3 MI S FROM RICHMOND.
 GZ0044'ABOUT 2.3 MILES SOUTH ALONG THE L AND N RAILROAD FROM THE
 GZ0044'STATION AT RICHMOND, ABOUT 350 YARDS NORTH OF AN OVERHEAD
 GZ0044'CROSSING, 31.5 FEET NORTHEAST OF THE EAST RAIL OF NORTH BOUND
 GZ0044'TRACK, 15.0 FEET NORTHEAST OF A TELEPHONE POLE, 2.2 FEET WEST OF
 GZ0044'A METAL WITNESS POST AND SIGN AND ABOUT 2 FEET LOWER THAN TRACK.
 GZ0044'A STANDARD U.S.C. AND G.S. DISK SET IN TOP OF A CONCRETE POST
 GZ0044'PROJECTING 3 INCHES AND STAMPED G 39 1935.  NOTE-- THE SIGNAL
 GZ0044'TOWER MENTIONED IN ORIGINAL DESCRIPTION HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0003 ***********************************************************************
 GD0003  DESIGNATION -  G 390
 GD0003  PID         -  GD0003
 GD0003  STATE/COUNTY-  KY/LYON
 GD0003  USGS QUAD   -  BIRMINGHAM POINT (1987)
 GD0003
 GD0003                         *CURRENT SURVEY CONTROL
 GD0003  ___________________________________________________________________
 GD0003* NAD 83(1986)-  36 59 39.     (N)    088 12 35.     (W)     SCALED    
 GD0003* NAVD 88     -       115.591  (meters)     379.23   (feet)  ADJUSTED  
 GD0003  ___________________________________________________________________
 GD0003  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GD0003  DYNAMIC HT  -         115.504 (meters)     378.95  (feet)  COMP
 GD0003  MODELED GRAV-     979,878.0   (mgal)                       NAVD 88
 GD0003
 GD0003  VERT ORDER  -  FIRST     CLASS I
 GD0003
 GD0003.The horizontal coordinates were scaled from a topographic map and have
 GD0003.an estimated accuracy of +/- 6 seconds.
 GD0003
 GD0003.The orthometric height was determined by differential leveling
 GD0003.and adjusted by the National Geodetic Survey in June 1991..
 GD0003
 GD0003.The geoid height was determined by GEOID03.
 GD0003
 GD0003.The dynamic height is computed by dividing the NAVD 88
 GD0003.geopotential number by the normal gravity value computed on the
 GD0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0003.degrees latitude (g = 980.6199 gals.).
 GD0003
 GD0003.The modeled gravity was interpolated from observed gravity values.
 GD0003
 GD0003;                    North         East    Units  Estimated Accuracy
 GD0003;SPC KY1Z     - 1,076,230.    1,281,060.      MT  (+/- 180 meters Scaled)
 GD0003
 GD0003                          SUPERSEDED SURVEY CONTROL
 GD0003
 GD0003  NGVD 29 (??/??/??)  115.666  (m)          379.48   (f) ADJUSTED    1 1
 GD0003
 GD0003.Superseded values are not recommended for survey control.
 GD0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0003.See file dsdata.txt to determine how the superseded data were derived.
 GD0003
 GD0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF923949(NAD 83)
 GD0003_MARKER: DB = BENCH MARK DISK
 GD0003_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0003_SP_SET: 14 FEET
 GD0003_STAMPING: G 390 1968
 GD0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0003+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 GD0003
 GD0003  HISTORY     - Date     Condition        Report By
 GD0003  HISTORY     - 1968     MONUMENTED       CGS
 GD0003  HISTORY     - 20030805 GOOD             KYDT
 GD0003
 GD0003                          STATION DESCRIPTION
 GD0003
 GD0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0003'3.8 MI S FROM BARKLEY DAM.
 GD0003'ABOUT 0.75 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 GD0003'FROM THE NAVIGATION LOCK AT BARKLEY DAM, THENCE 0.6 MILE SOUTH
 GD0003'ALONG A SIDETRACK, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD TO
 GD0003'THE POST OFFICE AT GRAND RIVERS, THENCE 0.8 MILE SOUTH ALONG
 GD0003'STATE HIGHWAY 453, THENCE 1.1 MILES EAST ALONG A PAVED ROAD,
 GD0003'THENCE 0.1 MILE SOUTH ALONG A FOOTPATH, 68 FEET NORTHWEST OF THE
 GD0003'NORTHWEST EDGE OF BARKLEY CANAL, 12 FEET SOUTHWEST OF THE SOUTH
 GD0003'CORNER OF A 5 1/2- X 5 1/2-FOOT METAL BUILDING WHICH HOUSES A
 GD0003'STREAM FLOW MEASURING STATION, 193 YARDS WEST OF CANAL LIGHT
 GD0003'NUMBER 32.6 THAT IS LOCATED AT THE BARKLEY LAKE ENTRANCE TO THE
 GD0003'CANAL, 10 1/2 FEET WEST OF A 24-INCH FORKED OAK TREE, 1.5 FEET
 GD0003'EAST OF A METAL WITNESS POST, ABOUT 20 FEET ABOVE THE WATER
 GD0003'LEVEL OF THE CANAL, AND SET ON THE TOP OF A 5/8-INCH COPPER
 GD0003'COATED ROD THAT IS DRIVEN TO A DEPTH OF 14 FEET AND IS ENCASED
 GD0003'IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 GD0003
 GD0003                          STATION RECOVERY (2003)
 GD0003
 GD0003'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GD0003'METAL BUILDING NO LONGER HERE BUT CONCRETE FOUNDATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0179 ***********************************************************************
 HB0179  DESIGNATION -  G 391
 HB0179  PID         -  HB0179
 HB0179  STATE/COUNTY-  KY/LYON
 HB0179  USGS QUAD   -  EDDYVILLE (1973)
 HB0179
 HB0179                         *CURRENT SURVEY CONTROL
 HB0179  ___________________________________________________________________
 HB0179* NAD 83(1986)-  37 06 15.     (N)    088 00 45.     (W)     SCALED    
 HB0179* NAVD 88     -       163.814  (meters)     537.45   (feet)  ADJUSTED  
 HB0179  ___________________________________________________________________
 HB0179  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 HB0179  DYNAMIC HT  -         163.690 (meters)     537.04  (feet)  COMP
 HB0179  MODELED GRAV-     979,873.3   (mgal)                       NAVD 88
 HB0179
 HB0179  VERT ORDER  -  FIRST     CLASS I
 HB0179
 HB0179.The horizontal coordinates were scaled from a topographic map and have
 HB0179.an estimated accuracy of +/- 6 seconds.
 HB0179
 HB0179.The orthometric height was determined by differential leveling
 HB0179.and adjusted by the National Geodetic Survey in June 1991..
 HB0179
 HB0179.The geoid height was determined by GEOID03.
 HB0179
 HB0179.The dynamic height is computed by dividing the NAVD 88
 HB0179.geopotential number by the normal gravity value computed on the
 HB0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0179.degrees latitude (g = 980.6199 gals.).
 HB0179
 HB0179.The modeled gravity was interpolated from observed gravity values.
 HB0179
 HB0179;                    North         East    Units  Estimated Accuracy
 HB0179;SPC KY1Z     - 1,087,990.    1,298,910.      MT  (+/- 180 meters Scaled)
 HB0179
 HB0179                          SUPERSEDED SURVEY CONTROL
 HB0179
 HB0179  NGVD 29 (??/??/??)  163.874  (m)          537.64   (f) ADJUSTED    1 1
 HB0179
 HB0179.Superseded values are not recommended for survey control.
 HB0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0179.See file dsdata.txt to determine how the superseded data were derived.
 HB0179
 HB0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG100069(NAD 83)
 HB0179_MARKER: DB = BENCH MARK DISK
 HB0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0179_STAMPING: G 391 1968
 HB0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0179+STABILITY: SURFACE MOTION
 HB0179
 HB0179  HISTORY     - Date     Condition        Report By
 HB0179  HISTORY     - 1968     MONUMENTED       CGS
 HB0179
 HB0179                          STATION DESCRIPTION
 HB0179
 HB0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0179'4.4 MI E FROM EDDYVILLE.
 HB0179'ABOUT 0.1 MILE SOUTHEAST ALONG EAST MAIN STREET FROM THE POST
 HB0179'OFFICE AT EDDYVILLE, THENCE 1.35 MILES NORTHEAST ALONG U.S. HIGHWAYS
 HB0179'62 AND 641, THENCE 2.9 MILES EAST ALONG U.S. HIGHWAY 62, 0.1
 HB0179'MILE NORTHEAST AND ACROSS THE HIGHWAY FROM A FRAME HOUSE, 0.1
 HB0179'MILE WEST OF A HIGHWAY BRIDGE OVER BREWSTER CREEK, 71 FEET NORTH
 HB0179'OF THE CENTERLINE OF THE HIGHWAY, 46 FEET EAST OF THE CENTERLINE
 HB0179'OF A PRIVATE ROAD, 39 FEET NORTH OF THE NORTH CONCRETE HEADWALL OF
 HB0179'A CULVERT UNDER THE HIGHWAY, 12 FEET EAST OF A 26-INCH OAK TREE,
 HB0179'1 1/2 FEET SOUTH OF A FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS
 HB0179'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 HB0179'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1236 ***********************************************************************
 GC1236  DESIGNATION -  G 392
 GC1236  PID         -  GC1236
 GC1236  STATE/COUNTY-  KY/CHRISTIAN
 GC1236  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1236
 GC1236                         *CURRENT SURVEY CONTROL
 GC1236  ___________________________________________________________________
 GC1236* NAD 83(1993)-  36 51 24.44058(N)    087 27 43.59198(W)     ADJUSTED  
 GC1236* NAVD 88     -       164.752  (meters)     540.52   (feet)  ADJUSTED  
 GC1236  ___________________________________________________________________
 GC1236  X           -     226,255.681 (meters)                     COMP
 GC1236  Y           -  -5,104,638.364 (meters)                     COMP
 GC1236  Z           -   3,804,769.620 (meters)                     COMP
 GC1236  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GC1236  ELLIP HEIGHT-         135.26  (meters)          (01/09/97) GPS OBS
 GC1236  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC1236  DYNAMIC HT  -         164.621 (meters)     540.09  (feet)  COMP
 GC1236  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 GC1236
 GC1236  HORZ ORDER  -  FIRST
 GC1236  VERT ORDER  -  FIRST     CLASS I
 GC1236  ELLP ORDER  -  THIRD     CLASS I
 GC1236
 GC1236.This mark is at Hopkinsville-Christian Co Airport (HVC)
 GC1236
 GC1236.The horizontal coordinates were established by GPS observations
 GC1236.and adjusted by the National Geodetic Survey in January 1997..
 GC1236
 GC1236.The orthometric height was determined by differential leveling
 GC1236.and adjusted by the National Geodetic Survey in June 1991..
 GC1236
 GC1236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC1236
 GC1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1236
 GC1236.The ellipsoidal height was determined by GPS observations
 GC1236.and is referenced to NAD 83.
 GC1236
 GC1236.The geoid height was determined by GEOID03.
 GC1236
 GC1236.The dynamic height is computed by dividing the NAVD 88
 GC1236.geopotential number by the normal gravity value computed on the
 GC1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1236.degrees latitude (g = 980.6199 gals.).
 GC1236
 GC1236.The modeled gravity was interpolated from observed gravity values.
 GC1236
 GC1236;                    North         East     Units Scale Factor Converg.
 GC1236;SPC KY1Z     - 1,059,497.612 1,347,316.103   MT  1.00006191   -1 03 04.2
 GC1236;SPC KY1Z     - 3,476,035.08  4,420,319.58   sFT  1.00006191   -1 03 04.2
 GC1236;SPC KY S     -   559,473.158   347,328.418   MT  0.99997989   -1 02 18.0
 GC1236;SPC KY S     - 1,835,538.19  1,139,526.65   sFT  0.99997989   -1 02 18.0
 GC1236;UTM  16      - 4,079,085.349   458,806.259   MT  0.99962090   -0 16 37.9
 GC1236
 GC1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1236!SPC KY1Z     -   0.99997877  x   1.00006191  =   1.00004068
 GC1236!SPC KY S     -   0.99997877  x   0.99997989  =   0.99995866
 GC1236!UTM  16      -   0.99997877  x   0.99962090  =   0.99959968
 GC1236
 GC1236                          SUPERSEDED SURVEY CONTROL
 GC1236
 GC1236  NAVD 88 (01/09/97)  164.75   (m)          540.5    (f) LEVELING    3  
 GC1236  NGVD 29 (??/??/92)  164.821  (m)          540.75   (f) ADJ UNCH    1 1
 GC1236
 GC1236.Superseded values are not recommended for survey control.
 GC1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1236.See file dsdata.txt to determine how the superseded data were derived.
 GC1236
 GC1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5880679085(NAD 83)
 GC1236_MARKER: DB = BENCH MARK DISK
 GC1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1236_STAMPING: G 392 1968
 GC1236_MARK LOGO: CGS   
 GC1236_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1236+STABILITY: SURFACE MOTION
 GC1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC1236+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2005
 GC1236
 GC1236  HISTORY     - Date     Condition        Report By
 GC1236  HISTORY     - 1968     MONUMENTED       CGS
 GC1236  HISTORY     - 19951121 GOOD             LOWE
 GC1236  HISTORY     - 19960721 GOOD             NGS
 GC1236  HISTORY     - 20011008 GOOD             KYDT
 GC1236  HISTORY     - 20050624 GOOD             AEROTE
 GC1236
 GC1236                          STATION DESCRIPTION
 GC1236
 GC1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1236'2.6 MI E FROM HOPKINSVILLE.
 GC1236'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1236'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE EAST
 GC1236'ALONG EAST 9TH STREET WHICH IS U.S. HIGHWAYS 41 AND 68 AND STATE
 GC1236'HIGHWAY 80 AND 109, THENCE 1.25 MILES EAST ALONG MC LEAN
 GC1236'AVENUE WHICH IS U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE 0.6
 GC1236'MILE SOUTHWEST ALONG A PAVED ROAD, AT THE HOPKINSVILLE-CHRISTIAN
 GC1236'COUNTY AIRPORT, 43 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 GC1236'AIRPORT OFFICE BUILDING, 1 1/2 FEET EAST OF THE SOUTHEAST CORNER
 GC1236'OF A PAVED WALKWAY, 21 1/2 FEET EAST OF THE CENTER OF A GATE IN
 GC1236'A CHAIN LINK FENCE, 1 FOOT NORTH OF A FENCE, AND SET IN THE TOP
 GC1236'OF A CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
 GC1236
 GC1236                          STATION RECOVERY (1995)
 GC1236
 GC1236'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 GC1236'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 GC1236'STATION.
 GC1236
 GC1236                          STATION RECOVERY (1996)
 GC1236
 GC1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 GC1236'THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.  THE STATION IS
 GC1236'LOCATED ON THE HOPKINSVILLE-CHRISTIAN COUNTY AIRPORT AT THE WEST END
 GC1236'OF THE AIRPORT NEAR THE WEST APRON.  TO OBTAIN ACCESS CONTACT MR.
 GC1236'ALFRED H.  ECKLES III, AIRPORT DIRECTOR, HOPKINSVILLE-CHRISTIAN COUNTY
 GC1236'AIRPORT, 2600 RUSSELLVILLE ROAD, HOPKINSVILLE, KY 42240, TELEPHONE
 GC1236'502-887-4157.  TO REACH THE STATION FROM THE FROM THE INTERSECTION OF
 GC1236'PENNYRILE PARKWAY AND U.S.  HIGHWAY 68, PROCEED EAST ON U.S.  HIGHWAY
 GC1236'68 FOR 1.3 MI (2.1 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH, FOR
 GC1236'0.15 MI (0.24 KM) TO A DEAD END AT HANGARS, AND TURN RIGHT AND PROCEED
 GC1236'WEST FOR 0.1 MI (0.2 KM) TO THE AIRPORT OFFICE AND A GATE.  PROCEED
 GC1236'THROUGH THE GATE AND PROCEED ACROSS THE APRON TO THE PARALLEL TAXIWAY,
 GC1236'TURN RIGHT,AND PROCEED FOR 0.6 MI (1.0 KM) TO THE WEST APRON.  TURN
 GC1236'RIGHT AND PROCEED TO A GATE LEADING TO A BRICK BUILDING (OLD AIRPORT
 GC1236'OFFICE) AND THE STATION AHEAD.  THE STATION IS A STANDARD BENCH MARK
 GC1236'DISK SET FLUSH WITH THE GROUND IN A CONCRETE POST--AND STAMPED--G 392
 GC1236'1968.  THE STATION IS 43.0 FT (13.1 M) SOUTH OF THE SOUTHEAST CORNER
 GC1236'OF THE BRICK BUILDING, 21.5 FT (6.6 M) EAST OF THE CENTER OF THE GATE
 GC1236'LEADING TO THE BUILDING, 1.5 FT (0.5 M) EAST OF THE SOUTHEAST CORNER
 GC1236'OF THE PAVEMENT AT THE GATE AND 1.0 FT (0.3 M) NORTH OF THE FENCE.
 GC1236
 GC1236                          STATION RECOVERY (2001)
 GC1236
 GC1236'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (HE)
 GC1236'RECOVERED IN GOOD CONDITION.
 GC1236
 GC1236                          STATION RECOVERY (2005)
 GC1236
 GC1236'RECOVERY NOTE BY AEROTEC 2005
 GC1236'RECOVERED AS DESCRIBED, GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1904 ***********************************************************************
 GZ1904  DESIGNATION -  G 393
 GZ1904  PID         -  GZ1904
 GZ1904  STATE/COUNTY-  KY/BARREN
 GZ1904  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ1904
 GZ1904                         *CURRENT SURVEY CONTROL
 GZ1904  ___________________________________________________________________
 GZ1904* NAD 83(1986)-  37 00 06.     (N)    085 53 59.     (W)     SCALED    
 GZ1904* NAVD 88     -       222.159  (meters)     728.87   (feet)  ADJUSTED  
 GZ1904  ___________________________________________________________________
 GZ1904  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GZ1904  DYNAMIC HT  -         221.980 (meters)     728.28  (feet)  COMP
 GZ1904  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 GZ1904
 GZ1904  VERT ORDER  -  FIRST     CLASS I
 GZ1904
 GZ1904.The horizontal coordinates were scaled from a topographic map and have
 GZ1904.an estimated accuracy of +/- 6 seconds.
 GZ1904
 GZ1904.The orthometric height was determined by differential leveling
 GZ1904.and adjusted by the National Geodetic Survey in June 1991..
 GZ1904
 GZ1904.The geoid height was determined by GEOID03.
 GZ1904
 GZ1904.The dynamic height is computed by dividing the NAVD 88
 GZ1904.geopotential number by the normal gravity value computed on the
 GZ1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1904.degrees latitude (g = 980.6199 gals.).
 GZ1904
 GZ1904.The modeled gravity was interpolated from observed gravity values.
 GZ1904
 GZ1904;                    North         East    Units  Estimated Accuracy
 GZ1904;SPC KY1Z     - 1,074,190.    1,486,670.      MT  (+/- 180 meters Scaled)
 GZ1904
 GZ1904                          SUPERSEDED SURVEY CONTROL
 GZ1904
 GZ1904  NGVD 29 (??/??/92)  222.300  (m)          729.33   (f) ADJ UNCH    1 1
 GZ1904
 GZ1904.Superseded values are not recommended for survey control.
 GZ1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1904.See file dsdata.txt to determine how the superseded data were derived.
 GZ1904
 GZ1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF978956(NAD 83)
 GZ1904_MARKER: DB = BENCH MARK DISK
 GZ1904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1904_SP_SET: CONCRETE DRAIN
 GZ1904_STAMPING: G 393 1968
 GZ1904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1904
 GZ1904  HISTORY     - Date     Condition        Report By
 GZ1904  HISTORY     - 1968     MONUMENTED       CGS
 GZ1904
 GZ1904                          STATION DESCRIPTION
 GZ1904
 GZ1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1904'0.8 MI NE FROM GLASGOW.
 GZ1904'ABOUT 0.75 MILE NORTHEAST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY
 GZ1904'80 FROM THE BARREN COUNTY COURTHOUSE AT GLASGOW, 38 1/2 FEET
 GZ1904'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE
 GZ1904'WEST END OF THE HEADWALL FOR A 24-INCH CONCRETE DRAIN PIPE, 3
 GZ1904'FEET NORTHEAST OF THE CENTER OF A 3- X 4-FOOT CONCRETE BOX
 GZ1904'CULVERT UNDER THE HIGHWAY, 72 YARDS SOUTHWEST OF THE CENTERLINE
 GZ1904'OF PARK AVENUE, 22 YARDS NORTHEAST OF THE PROJECTED CENTERLINE
 GZ1904'OF SHELLY DRIVE, 10.2 FEET WEST OF THE WEST CORNER OF A CONCRETE
 GZ1904'BLOCK BUILDING OCCUPIED BY THE GLASGOW UPHOLSTERY AND TRIM SHOP,
 GZ1904'11 1/2 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK, AND
 GZ1904'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0619 ***********************************************************************
 GD0619  DESIGNATION -  G 394
 GD0619  PID         -  GD0619
 GD0619  STATE/COUNTY-  KY/HICKMAN
 GD0619  USGS QUAD   -  OAKTON (1982)
 GD0619
 GD0619                         *CURRENT SURVEY CONTROL
 GD0619  ___________________________________________________________________
 GD0619* NAD 83(1986)-  36 42 08.     (N)    089 00 00.     (W)     SCALED    
 GD0619* NAVD 88     -       110.889  (meters)     363.81   (feet)  ADJUSTED  
 GD0619  ___________________________________________________________________
 GD0619  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GD0619  DYNAMIC HT  -         110.804 (meters)     363.53  (feet)  COMP
 GD0619  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 GD0619
 GD0619  VERT ORDER  -  FIRST     CLASS I
 GD0619
 GD0619.The horizontal coordinates were scaled from a topographic map and have
 GD0619.an estimated accuracy of +/- 6 seconds.
 GD0619
 GD0619.The orthometric height was determined by differential leveling
 GD0619.and adjusted by the National Geodetic Survey in June 1991..
 GD0619
 GD0619.The geoid height was determined by GEOID03.
 GD0619
 GD0619.The dynamic height is computed by dividing the NAVD 88
 GD0619.geopotential number by the normal gravity value computed on the
 GD0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0619.degrees latitude (g = 980.6199 gals.).
 GD0619
 GD0619.The modeled gravity was interpolated from observed gravity values.
 GD0619
 GD0619;                    North         East    Units  Estimated Accuracy
 GD0619;SPC KY1Z     - 1,046,000.    1,209,610.      MT  (+/- 180 meters Scaled)
 GD0619
 GD0619                          SUPERSEDED SURVEY CONTROL
 GD0619
 GD0619  NGVD 29 (??/??/??)  110.802  (m)          363.52   (f) ADJUSTED    1 1
 GD0619
 GD0619.Superseded values are not recommended for survey control.
 GD0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0619.See file dsdata.txt to determine how the superseded data were derived.
 GD0619
 GD0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF213637(NAD 83)
 GD0619_MARKER: DB = BENCH MARK DISK
 GD0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0619_SP_SET: METAL BASE PLATE
 GD0619_STAMPING: G 394 1974
 GD0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0619
 GD0619  HISTORY     - Date     Condition        Report By
 GD0619  HISTORY     - 1974     MONUMENTED       NGS
 GD0619  HISTORY     - 20020816 MARK NOT FOUND   USACE
 GD0619
 GD0619                          STATION DESCRIPTION
 GD0619
 GD0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0619'2.6 MI N FROM CLINTON.
 GD0619'ABOUT 2.65 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE FEDERAL
 GD0619'BUILDING-POST OFFICE AT CLINTON, 0.9 MILE NORTH OF THE OAK HILL
 GD0619'GOLF COURSE, 185 FEET SOUTH OF THE EXTENDED CENTER LINE OF STATE
 GD0619'HIGHWAY 1540 LEADING WEST, 30.5 FEET EAST OF THE CENTER LINE OF
 GD0619'THE HIGHWAY, 51 FEET NORTH-NORTHEAST OF THE NORTH END OF A
 GD0619'CONCRETE HEADWALL OF A PIPE CULVERT, 18 FEET NORTH OF A LONE
 GD0619'36-INCH ELM TREE, 1.2 FEET WEST OF A WOVEN WIRE FENCE, 2 FEET
 GD0619'BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER
 GD0619'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE
 GD0619'DISK IS 1-INCH ABOVE GROUND AND PROTECTED BY A 4-INCH PLASTIC
 GD0619'PIPE THAT IS PROJECTING 3-INCHES.
 GD0619
 GD0619                          STATION RECOVERY (2002)
 GD0619
 GD0619'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0619'SUSPECTED DESTROYED. AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0837 ***********************************************************************
 HA0837  DESIGNATION -  G 40
 HA0837  PID         -  HA0837
 HA0837  STATE/COUNTY-  KY/WEBSTER
 HA0837  USGS QUAD   -  PROVIDENCE (1954)
 HA0837
 HA0837                         *CURRENT SURVEY CONTROL
 HA0837  ___________________________________________________________________
 HA0837* NAD 83(1986)-  37 24 48.     (N)    087 47 57.     (W)     SCALED    
 HA0837* NAVD 88     -       122.097  (meters)     400.58   (feet)  ADJUSTED  
 HA0837  ___________________________________________________________________
 HA0837  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 HA0837  DYNAMIC HT  -         122.008 (meters)     400.29  (feet)  COMP
 HA0837  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 HA0837
 HA0837  VERT ORDER  -  SECOND    CLASS 0
 HA0837
 HA0837.The horizontal coordinates were scaled from a topographic map and have
 HA0837.an estimated accuracy of +/- 6 seconds.
 HA0837
 HA0837.The orthometric height was determined by differential leveling
 HA0837.and adjusted by the National Geodetic Survey in June 1991..
 HA0837
 HA0837.The geoid height was determined by GEOID03.
 HA0837
 HA0837.The dynamic height is computed by dividing the NAVD 88
 HA0837.geopotential number by the normal gravity value computed on the
 HA0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0837.degrees latitude (g = 980.6199 gals.).
 HA0837
 HA0837.The modeled gravity was interpolated from observed gravity values.
 HA0837
 HA0837;                    North         East    Units  Estimated Accuracy
 HA0837;SPC KY1Z     - 1,121,850.    1,318,620.      MT  (+/- 180 meters Scaled)
 HA0837
 HA0837                          SUPERSEDED SURVEY CONTROL
 HA0837
 HA0837  NGVD 29 (??/??/92)  122.192  (m)          400.89   (f) ADJ UNCH    2 0
 HA0837
 HA0837.Superseded values are not recommended for survey control.
 HA0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0837.See file dsdata.txt to determine how the superseded data were derived.
 HA0837
 HA0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG292410(NAD 83)
 HA0837_MARKER: DB = BENCH MARK DISK
 HA0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0837_STAMPING: G 40 1934
 HA0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0837+STABILITY: SURFACE MOTION
 HA0837
 HA0837  HISTORY     - Date     Condition        Report By
 HA0837  HISTORY     - 1934     MONUMENTED       CGS
 HA0837  HISTORY     - 1952     GOOD             USGS
 HA0837
 HA0837                          STATION DESCRIPTION
 HA0837
 HA0837'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HA0837'2.6 MI NW FROM PROVIDENCE.
 HA0837'2.6 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HA0837'THE STATION AT PROVIDENCE, WEBSTER COUNTY, AT DIAMOND, 260 YARDS
 HA0837'EAST OF THE CENTER OF THE JUNCTION OF THE LOUISVILLE AND
 HA0837'NASHVILLE RAILROAD, 175 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 HA0837'OF A SCHOOLHOUSE, 51 FEET SOUTH OF THE SOUTH BANK OF A CREEK,
 HA0837'69 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING, 14.5 FEET
 HA0837'NORTH OF THE NORTH RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 HA0837'A STANDARD DISK, STAMPED G 40 1934 AND SET IN THE TOP OF A CONCRETE
 HA0837'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2042 ***********************************************************************
 GC2042  DESIGNATION -  G 400
 GC2042  PID         -  GC2042
 GC2042  STATE/COUNTY-  KY/TODD
 GC2042  USGS QUAD   -  GUTHRIE (1983)
 GC2042
 GC2042                         *CURRENT SURVEY CONTROL
 GC2042  ___________________________________________________________________
 GC2042* NAD 83(1986)-  36 40 10.     (N)    087 09 39.     (W)     SCALED    
 GC2042* NAVD 88     -       176.643  (meters)     579.54   (feet)  ADJUSTED  
 GC2042  ___________________________________________________________________
 GC2042  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2042  DYNAMIC HT  -         176.501 (meters)     579.07  (feet)  COMP
 GC2042  MODELED GRAV-     979,827.6   (mgal)                       NAVD 88
 GC2042
 GC2042  VERT ORDER  -  FIRST     CLASS II
 GC2042
 GC2042.The horizontal coordinates were scaled from a topographic map and have
 GC2042.an estimated accuracy of +/- 6 seconds.
 GC2042
 GC2042.The orthometric height was determined by differential leveling
 GC2042.and adjusted by the National Geodetic Survey in June 1991..
 GC2042
 GC2042.The geoid height was determined by GEOID03.
 GC2042
 GC2042.The dynamic height is computed by dividing the NAVD 88
 GC2042.geopotential number by the normal gravity value computed on the
 GC2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2042.degrees latitude (g = 980.6199 gals.).
 GC2042
 GC2042.The modeled gravity was interpolated from observed gravity values.
 GC2042
 GC2042;                    North         East    Units  Estimated Accuracy
 GC2042;SPC KY1Z     - 1,038,260.    1,373,870.      MT  (+/- 180 meters Scaled)
 GC2042
 GC2042                          SUPERSEDED SURVEY CONTROL
 GC2042
 GC2042.No superseded survey control is available for this station.
 GC2042
 GC2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF856582(NAD 83)
 GC2042_MARKER: I = METAL ROD
 GC2042_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2042_SP_SET: STAINLESS STEEL ROD
 GC2042_STAMPING: G 400 1984
 GC2042_MARK LOGO: NGS   
 GC2042_PROJECTION: FLUSH
 GC2042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2042_ROD/PIPE-DEPTH: 10.7 meters
 GC2042
 GC2042  HISTORY     - Date     Condition        Report By
 GC2042  HISTORY     - 1984     MONUMENTED       NGS
 GC2042
 GC2042                          STATION DESCRIPTION
 GC2042
 GC2042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2042'3.5 KM (2.15 MI) NE FROM GUTHRIE.
 GC2042'0.1 KM (0.05 MI) EAST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 GC2042'GUTHRIE, THENCE 1.4 KM (0.9 MI) NORTHWEST ALONG STATE HIGHWAY 346,
 GC2042'THENCE 1.9 KM (1.2 MI) NORTHEAST ALONG U.S. HIGHWAY 79 TO A TWO LEVEL
 GC2042'HOUSE AND THE MARK ON THE RIGHT, 10.12 METERS (33.2 FT) SOUTHEAST OF
 GC2042'THE CENTERLINE OF THE HIGHWAY, 52.58 METERS (172.5 FT) NORTH-NORTHWEST
 GC2042'OF THE NORTHWEST CORNER OF THE HOUSE, 45.96 METERS (150.8 FT)
 GC2042'NORTHEAST OF THE APPROXIMATE CENTER OF THE DRIVEWAY TO THE HOUSE, AND
 GC2042'1.16 METERS (3.8 FT) NORTHWEST OF A POWERLINE POLE WITH ONE
 GC2042'TRANSFORMER AND A GUY WIRE.
 GC2042'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 GC2042'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2178 ***********************************************************************
 HY2178  DESIGNATION -  G 402
 HY2178  PID         -  HY2178
 HY2178  STATE/COUNTY-  KY/GREENUP
 HY2178  USGS QUAD   -  GREENUP (1985)
 HY2178
 HY2178                         *CURRENT SURVEY CONTROL
 HY2178  ___________________________________________________________________
 HY2178* NAD 83(1986)-  38 32 55.     (N)    082 46 06.     (W)     SCALED    
 HY2178* NAVD 88     -       167.200  (meters)     548.56   (feet)  ADJUSTED  
 HY2178  ___________________________________________________________________
 HY2178  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 HY2178  DYNAMIC HT  -         167.092 (meters)     548.20  (feet)  COMP
 HY2178  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 HY2178
 HY2178  VERT ORDER  -  FIRST     CLASS II
 HY2178
 HY2178.The horizontal coordinates were scaled from a topographic map and have
 HY2178.an estimated accuracy of +/- 6 seconds.
 HY2178
 HY2178.The orthometric height was determined by differential leveling
 HY2178.and adjusted by the National Geodetic Survey in June 1991..
 HY2178
 HY2178.The geoid height was determined by GEOID03.
 HY2178
 HY2178.The dynamic height is computed by dividing the NAVD 88
 HY2178.geopotential number by the normal gravity value computed on the
 HY2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2178.degrees latitude (g = 980.6199 gals.).
 HY2178
 HY2178.The modeled gravity was interpolated from observed gravity values.
 HY2178
 HY2178;                    North         East    Units  Estimated Accuracy
 HY2178;SPC KY1Z     - 1,250,020.    1,759,870.      MT  (+/- 180 meters Scaled)
 HY2178
 HY2178                          SUPERSEDED SURVEY CONTROL
 HY2178
 HY2178.No superseded survey control is available for this station.
 HY2178
 HY2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC459681(NAD 83)
 HY2178_MARKER: I = METAL ROD
 HY2178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HY2178_SP_SET: STAINLESS STEEL ROD
 HY2178_STAMPING: G 402 1984
 HY2178_MARK LOGO: NGS   
 HY2178_PROJECTION: FLUSH
 HY2178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2178_ROD/PIPE-DEPTH: 23.2 meters
 HY2178
 HY2178  HISTORY     - Date     Condition        Report By
 HY2178  HISTORY     - 1984     MONUMENTED       NGS
 HY2178
 HY2178                          STATION DESCRIPTION
 HY2178
 HY2178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2178'IN WURTLAND.
 HY2178'IN WURTLAND, ALONG OLD HIGHWAY 23, ON THE PROPERTY OF THE FREEWILL
 HY2178'BAPTIST CHURCH, 11.58 METERS (38.0 FT) SOUTH OF THE CENTERLINE OF THE
 HY2178'HIGHWAY, 8.29 METERS (27.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 HY2178'THE CHURCH, 0.24 METER (0.8 FT) NORTHEAST OF THE NORTH POINT OF A
 HY2178'BRICK SIGN FOR THE CHURCH.
 HY2178'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2650 ***********************************************************************
 GZ2650  DESIGNATION -  G 403
 GZ2650  PID         -  GZ2650
 GZ2650  STATE/COUNTY-  KY/LINCOLN
 GZ2650  USGS QUAD   -  STANFORD (1979)
 GZ2650
 GZ2650                         *CURRENT SURVEY CONTROL
 GZ2650  ___________________________________________________________________
 GZ2650* NAD 83(1986)-  37 35 16.     (N)    084 43 09.     (W)     SCALED    
 GZ2650* NAVD 88     -       294.021  (meters)     964.63   (feet)  ADJUSTED  
 GZ2650  ___________________________________________________________________
 GZ2650  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GZ2650  DYNAMIC HT  -         293.795 (meters)     963.89  (feet)  COMP
 GZ2650  MODELED GRAV-     979,851.4   (mgal)                       NAVD 88
 GZ2650
 GZ2650  VERT ORDER  -  FIRST     CLASS II
 GZ2650
 GZ2650.The horizontal coordinates were scaled from a topographic map and have
 GZ2650.an estimated accuracy of +/- 6 seconds.
 GZ2650
 GZ2650.The orthometric height was determined by differential leveling
 GZ2650.and adjusted by the National Geodetic Survey in June 1991..
 GZ2650
 GZ2650.The geoid height was determined by GEOID03.
 GZ2650
 GZ2650.The dynamic height is computed by dividing the NAVD 88
 GZ2650.geopotential number by the normal gravity value computed on the
 GZ2650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2650.degrees latitude (g = 980.6199 gals.).
 GZ2650
 GZ2650.The modeled gravity was interpolated from observed gravity values.
 GZ2650
 GZ2650;                    North         East    Units  Estimated Accuracy
 GZ2650;SPC KY1Z     - 1,139,720.    1,591,040.      MT  (+/- 180 meters Scaled)
 GZ2650
 GZ2650                          SUPERSEDED SURVEY CONTROL
 GZ2650
 GZ2650.No superseded survey control is available for this station.
 GZ2650
 GZ2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG013625(NAD 83)
 GZ2650_MARKER: DB = BENCH MARK DISK
 GZ2650_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2650_SP_SET: ROCK OUTCROP
 GZ2650_STAMPING: G 403 1985
 GZ2650_MARK LOGO: NGS   
 GZ2650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2650+STABILITY: POSITION/ELEVATION WELL
 GZ2650
 GZ2650  HISTORY     - Date     Condition        Report By
 GZ2650  HISTORY     - 1985     MONUMENTED       NGS
 GZ2650
 GZ2650                          STATION DESCRIPTION
 GZ2650
 GZ2650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2650'6.2 KM (3.85 MI) ENE FROM SHELBY CITY.
 GZ2650'5.6 KM (3.9 MI) EAST-NORTHEAST ALONG STATE HIGHWAY 1273 FROM THE
 GZ2650'JUNCTION OF U.S. HIGHWAY 127 IN SHELBY CITY, THENCE 0.6 KM (0.4 MI)
 GZ2650'SOUTHEAST ALONG U.S. HIGHWAY 150 TO THE MARK ON THE LEFT, IN TOP OF
 GZ2650'ROCK OUTCROP, ALSO 8.3 KM (5.15 MI) NORTHWEST ALONG U.S. HIGHWAY 150
 GZ2650'FROM THE JUNCTION OF U.S. HIGHWAY 27 IN STANFORD TO THE MARK ON THE
 GZ2650'RIGHT.  IT IS 9.90 METERS (32.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 GZ2650'NORTHWEST BOUND LANE OF U.S. HIGHWAY 150, 12.28 METERS (40.3 FT)
 GZ2650'SOUTHWEST OF A WIRE FENCE AND 12.13 METERS (39.8 FT) NORTHWEST OF THE
 GZ2650'NORTHWEST END OF THE NORTHEAST HEADWALL OF A CULVERT.
 GZ2650'THE MARK IS 0.25 METERS  SE FROM  A WITNESS POST
 GZ2650'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1258 ***********************************************************************
 HA1258  DESIGNATION -  G 405
 HA1258  PID         -  HA1258
 HA1258  STATE/COUNTY-  KY/UNION
 HA1258  USGS QUAD   -  STURGIS (1969)
 HA1258
 HA1258                         *CURRENT SURVEY CONTROL
 HA1258  ___________________________________________________________________
 HA1258* NAD 83(1986)-  37 31 02.     (N)    087 57 20.     (W)     SCALED    
 HA1258* NAVD 88     -       114.772  (meters)     376.55   (feet)  ADJUSTED  
 HA1258  ___________________________________________________________________
 HA1258  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 HA1258  DYNAMIC HT  -         114.690 (meters)     376.28  (feet)  COMP
 HA1258  MODELED GRAV-     979,911.9   (mgal)                       NAVD 88
 HA1258
 HA1258  VERT ORDER  -  FIRST     CLASS II
 HA1258
 HA1258.The horizontal coordinates were scaled from a topographic map and have
 HA1258.an estimated accuracy of +/- 6 seconds.
 HA1258
 HA1258.The orthometric height was determined by differential leveling
 HA1258.and adjusted by the National Geodetic Survey in June 1991..
 HA1258
 HA1258.The geoid height was determined by GEOID03.
 HA1258
 HA1258.The dynamic height is computed by dividing the NAVD 88
 HA1258.geopotential number by the normal gravity value computed on the
 HA1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1258.degrees latitude (g = 980.6199 gals.).
 HA1258
 HA1258.The modeled gravity was interpolated from observed gravity values.
 HA1258
 HA1258;                    North         East    Units  Estimated Accuracy
 HA1258;SPC KY1Z     - 1,133,700.    1,305,050.      MT  (+/- 180 meters Scaled)
 HA1258
 HA1258                          SUPERSEDED SURVEY CONTROL
 HA1258
 HA1258.No superseded survey control is available for this station.
 HA1258
 HA1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG155526(NAD 83)
 HA1258_MARKER: I = METAL ROD
 HA1258_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1258_SP_SET: STAINLESS STEEL ROD
 HA1258_STAMPING: G 405 1986
 HA1258_MARK LOGO: NGS   
 HA1258_PROJECTION: FLUSH
 HA1258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1258+STABILITY: POSITION/ELEVATION WELL
 HA1258_ROD/PIPE-DEPTH: 5.8  meters
 HA1258
 HA1258  HISTORY     - Date     Condition        Report By
 HA1258  HISTORY     - 1986     MONUMENTED       NGS
 HA1258
 HA1258                          STATION DESCRIPTION
 HA1258
 HA1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1258'4.3 KM (2.7 MI) SE FROM STURGIS.
 HA1258'4.3 KM (2.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HA1258'WITH STATE HIGHWAY 109 IN STURGIS, 35.0 M (114.8 FT) NORTH OF THE
 HA1258'CENTER OF CLAYSVILLE ROAD, 9.3 M (30.5 FT) EAST OF THE CENTERLINE OF
 HA1258'THE HIGHWAY, AND 1.3 M (4.3 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS
 HA1258'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1258'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1286 ***********************************************************************
 HA1286  DESIGNATION -  G 406
 HA1286  PID         -  HA1286
 HA1286  STATE/COUNTY-  KY/HENDERSON
 HA1286  USGS QUAD   -  WILSON (1993)
 HA1286
 HA1286                         *CURRENT SURVEY CONTROL
 HA1286  ___________________________________________________________________
 HA1286* NAD 83(1986)-  37 47 59.     (N)    087 38 50.     (W)     SCALED    
 HA1286* NAVD 88     -       116.378  (meters)     381.82   (feet)  ADJUSTED  
 HA1286  ___________________________________________________________________
 HA1286  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HA1286  DYNAMIC HT  -         116.298 (meters)     381.55  (feet)  COMP
 HA1286  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 HA1286
 HA1286  VERT ORDER  -  FIRST     CLASS II
 HA1286
 HA1286.The horizontal coordinates were scaled from a topographic map and have
 HA1286.an estimated accuracy of +/- 6 seconds.
 HA1286
 HA1286.The orthometric height was determined by differential leveling
 HA1286.and adjusted by the National Geodetic Survey in June 1991..
 HA1286
 HA1286.The geoid height was determined by GEOID03.
 HA1286
 HA1286.The dynamic height is computed by dividing the NAVD 88
 HA1286.geopotential number by the normal gravity value computed on the
 HA1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1286.degrees latitude (g = 980.6199 gals.).
 HA1286
 HA1286.The modeled gravity was interpolated from observed gravity values.
 HA1286
 HA1286;                    North         East    Units  Estimated Accuracy
 HA1286;SPC KY1Z     - 1,164,440.    1,332,940.      MT  (+/- 180 meters Scaled)
 HA1286
 HA1286                          SUPERSEDED SURVEY CONTROL
 HA1286
 HA1286.No superseded survey control is available for this station.
 HA1286
 HA1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG430837(NAD 83)
 HA1286_MARKER: I = METAL ROD
 HA1286_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1286_SP_SET: STAINLESS STEEL ROD
 HA1286_STAMPING: G 406 1986
 HA1286_MARK LOGO: NGS   
 HA1286_PROJECTION: FLUSH
 HA1286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1286+STABILITY: POSITION/ELEVATION WELL
 HA1286_ROD/PIPE-DEPTH: 18.9 meters
 HA1286
 HA1286  HISTORY     - Date     Condition        Report By
 HA1286  HISTORY     - 1986     MONUMENTED       NGS
 HA1286
 HA1286                          STATION DESCRIPTION
 HA1286
 HA1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1286'9.5 KM (5.9 MI) SW FROM HENDERSON.
 HA1286'9.5 KM (5.9 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HA1286'WITH U.S. HIGHWAY 41 IN HENDERSON, 45.7 M (149.9 FT) SOUTHEAST OF THE
 HA1286'CENTER OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, 33.6 M (110.2 FT)
 HA1286'SOUTHWEST OF THE CENTER OF THE SOUTHEAST BOUND LANES OF STATE HIGHWAY
 HA1286'136, 5.1 M (16.7 FT) NORTHEAST OF A UTILITY POLE WITH TWO GUY WIRE AND
 HA1286'3.2 M (10.5 FT) SOUTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM
 HA1286'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1286'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 HA1286'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1418 ***********************************************************************
 HB1418  DESIGNATION -  G 407
 HB1418  PID         -  HB1418
 HB1418  STATE/COUNTY-  KY/CALDWELL
 HB1418  USGS QUAD   -  FREDONIA (1954)
 HB1418
 HB1418                         *CURRENT SURVEY CONTROL
 HB1418  ___________________________________________________________________
 HB1418* NAD 83(1986)-  37 10 29.     (N)    088 00 29.     (W)     SCALED    
 HB1418* NAVD 88     -       159.146  (meters)     522.13   (feet)  ADJUSTED  
 HB1418  ___________________________________________________________________
 HB1418  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HB1418  DYNAMIC HT  -         159.027 (meters)     521.74  (feet)  COMP
 HB1418  MODELED GRAV-     979,880.2   (mgal)                       NAVD 88
 HB1418
 HB1418  VERT ORDER  -  FIRST     CLASS II
 HB1418
 HB1418.The horizontal coordinates were scaled from a topographic map and have
 HB1418.an estimated accuracy of +/- 6 seconds.
 HB1418
 HB1418.The orthometric height was determined by differential leveling
 HB1418.and adjusted by the National Geodetic Survey in June 1991..
 HB1418
 HB1418.The geoid height was determined by GEOID03.
 HB1418
 HB1418.The dynamic height is computed by dividing the NAVD 88
 HB1418.geopotential number by the normal gravity value computed on the
 HB1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1418.degrees latitude (g = 980.6199 gals.).
 HB1418
 HB1418.The modeled gravity was interpolated from observed gravity values.
 HB1418
 HB1418;                    North         East    Units  Estimated Accuracy
 HB1418;SPC KY1Z     - 1,095,810.    1,299,490.      MT  (+/- 180 meters Scaled)
 HB1418
 HB1418                          SUPERSEDED SURVEY CONTROL
 HB1418
 HB1418.No superseded survey control is available for this station.
 HB1418
 HB1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG105147(NAD 83)
 HB1418_MARKER: I = METAL ROD
 HB1418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1418_SP_SET: STAINLESS STEEL ROD
 HB1418_STAMPING: G 407 1986
 HB1418_MARK LOGO: NGS   
 HB1418_PROJECTION: FLUSH
 HB1418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1418+STABILITY: POSITION/ELEVATION WELL
 HB1418_ROD/PIPE-DEPTH: 6.7  meters
 HB1418
 HB1418  HISTORY     - Date     Condition        Report By
 HB1418  HISTORY     - 1986     MONUMENTED       NGS
 HB1418
 HB1418                          STATION DESCRIPTION
 HB1418
 HB1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HB1418'5.9 KM (3.65 MI) SE FROM FREDONIA.
 HB1418'5.9 KM (3.65 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 91 FROM ITS
 HB1418'JUNCTION WITH U.S. HIGHWAY 641 IN FREDONIA, 9.8 M (32.2 FT) NORTHEAST
 HB1418'OF THE CENTERLINE OF THE HIGHWAY, 4.7 M (15.4 FT) SOUTHEAST OF THE
 HB1418'CENTER OF A GRAVELED ROAD, AND 1.0 M (3.3 FT) SOUTHEAST OF A FENCE.
 HB1418'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HB1418'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 HB1418'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1961 ***********************************************************************
 HZ1961  DESIGNATION -  G 408
 HZ1961  PID         -  HZ1961
 HZ1961  STATE/COUNTY-  KY/GRANT
 HZ1961  USGS QUAD   -  MASON (1976)
 HZ1961
 HZ1961                         *CURRENT SURVEY CONTROL
 HZ1961  ___________________________________________________________________
 HZ1961* NAD 83(1986)-  38 33 25.     (N)    084 35 36.     (W)     SCALED    
 HZ1961* NAVD 88     -       293.090  (meters)     961.58   (feet)  ADJUSTED  
 HZ1961  ___________________________________________________________________
 HZ1961  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ1961  DYNAMIC HT  -         292.887 (meters)     960.91  (feet)  COMP
 HZ1961  MODELED GRAV-     979,928.2   (mgal)                       NAVD 88
 HZ1961
 HZ1961  VERT ORDER  -  FIRST     CLASS II
 HZ1961
 HZ1961.The horizontal coordinates were scaled from a topographic map and have
 HZ1961.an estimated accuracy of +/- 6 seconds.
 HZ1961
 HZ1961.The orthometric height was determined by differential leveling
 HZ1961.and adjusted by the National Geodetic Survey in June 1991..
 HZ1961
 HZ1961.The geoid height was determined by GEOID03.
 HZ1961
 HZ1961.The dynamic height is computed by dividing the NAVD 88
 HZ1961.geopotential number by the normal gravity value computed on the
 HZ1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1961.degrees latitude (g = 980.6199 gals.).
 HZ1961
 HZ1961.The modeled gravity was interpolated from observed gravity values.
 HZ1961
 HZ1961;                    North         East    Units  Estimated Accuracy
 HZ1961;SPC KY1Z     - 1,247,410.    1,600,820.      MT  (+/- 180 meters Scaled)
 HZ1961
 HZ1961                          SUPERSEDED SURVEY CONTROL
 HZ1961
 HZ1961.No superseded survey control is available for this station.
 HZ1961
 HZ1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH097703(NAD 83)
 HZ1961_MARKER: I = METAL ROD
 HZ1961_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ1961_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ1961_STAMPING: G 408 1985
 HZ1961_MARK LOGO: NGS   
 HZ1961_PROJECTION: FLUSH
 HZ1961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1961+STABILITY: POSITION/ELEVATION WELL
 HZ1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1961+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 HZ1961_ROD/PIPE-DEPTH: 6.7  meters
 HZ1961_SLEEVE-DEPTH  : 6.1 meters
 HZ1961
 HZ1961  HISTORY     - Date     Condition        Report By
 HZ1961  HISTORY     - 1985     MONUMENTED       NGS
 HZ1961  HISTORY     - 20021003 GOOD             KYDT
 HZ1961
 HZ1961                          STATION DESCRIPTION
 HZ1961
 HZ1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HZ1961'2.3 KM (1.45 MI) SW FROM MASON.
 HZ1961'2.3 KM (1.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE
 HZ1961'IN MASON TO THE MARK ON THE RIGHT AT THE MASON ELEMENTARY SCHOOL,
 HZ1961'33.53 METERS (110.0 FT) NORTH-NORTHEAST OF THE CENTER OF THE CONCRETE
 HZ1961'WALKWAY LEADING TO THE SCHOOL ENTRANCE, 17.59 METERS (57.7 FT)
 HZ1961'SOUTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL, 16.18 METERS (53.1
 HZ1961'FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE SCHOOL, 2.07 METERS (6.8
 HZ1961'FT) NORTH-NORTHEAST OF THE FLAGPOLE, 0.79 METER (2.6 FT) NORTHWEST OF
 HZ1961'THE CONCRETE CURB.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HZ1961'5-INCH LOGO CAP.
 HZ1961'THE MARK IS 1.52 M ABOVE HIGHWAY.
 HZ1961
 HZ1961                          STATION RECOVERY (2002)
 HZ1961
 HZ1961'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ1961'THE SCHOOL NOW CLOSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1985 ***********************************************************************
 HZ1985  DESIGNATION -  G 409
 HZ1985  PID         -  HZ1985
 HZ1985  STATE/COUNTY-  KY/SCOTT
 HZ1985  USGS QUAD   -  GEORGETOWN (1993)
 HZ1985
 HZ1985                         *CURRENT SURVEY CONTROL
 HZ1985  ___________________________________________________________________
 HZ1985* NAD 83(1993)-  38 11 36.95475(N)    084 31 30.89214(W)     ADJUSTED  
 HZ1985* NAVD 88     -       260.062  (meters)     853.22   (feet)  ADJUSTED  
 HZ1985  ___________________________________________________________________
 HZ1985  X           -     478,881.571 (meters)                     COMP
 HZ1985  Y           -  -4,996,452.076 (meters)                     COMP
 HZ1985  Z           -   3,922,495.223 (meters)                     COMP
 HZ1985  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 HZ1985  ELLIP HEIGHT-         226.40  (meters)          (01/09/97) GPS OBS
 HZ1985  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HZ1985  DYNAMIC HT  -         259.873 (meters)     852.60  (feet)  COMP
 HZ1985  MODELED GRAV-     979,896.0   (mgal)                       NAVD 88
 HZ1985
 HZ1985  HORZ ORDER  -  FIRST
 HZ1985  VERT ORDER  -  FIRST     CLASS II
 HZ1985  ELLP ORDER  -  THIRD     CLASS I
 HZ1985
 HZ1985.The horizontal coordinates were established by GPS observations
 HZ1985.and adjusted by the National Geodetic Survey in January 1997..
 HZ1985
 HZ1985.The orthometric height was determined by differential leveling
 HZ1985.and adjusted by the National Geodetic Survey in June 1991..
 HZ1985
 HZ1985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1985
 HZ1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1985
 HZ1985.The ellipsoidal height was determined by GPS observations
 HZ1985.and is referenced to NAD 83.
 HZ1985
 HZ1985.The geoid height was determined by GEOID03.
 HZ1985
 HZ1985.The dynamic height is computed by dividing the NAVD 88
 HZ1985.geopotential number by the normal gravity value computed on the
 HZ1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1985.degrees latitude (g = 980.6199 gals.).
 HZ1985
 HZ1985.The modeled gravity was interpolated from observed gravity values.
 HZ1985
 HZ1985;                    North         East     Units Scale Factor Converg.
 HZ1985;SPC KY1Z     - 1,207,162.125 1,607,277.944   MT  0.99992022   +0 45 07.0
 HZ1985;SPC KY1Z     - 3,960,497.74  5,273,211.05   sFT  0.99992022   +0 45 07.0
 HZ1985;SPC KY N     -    77,023.042   475,888.678   MT  0.99997342   -0 10 16.4
 HZ1985;SPC KY N     -   252,699.76  1,561,311.44   sFT  0.99997342   -0 10 16.4
 HZ1985;UTM  16      - 4,230,190.507   716,720.203   MT  1.00017848   +1 31 50.8
 HZ1985
 HZ1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1985!SPC KY1Z     -   0.99996448  x   0.99992022  =   0.99988470
 HZ1985!SPC KY N     -   0.99996448  x   0.99997342  =   0.99993790
 HZ1985!UTM  16      -   0.99996448  x   1.00017848  =   1.00014295
 HZ1985
 HZ1985                          SUPERSEDED SURVEY CONTROL
 HZ1985
 HZ1985  NAVD 88 (01/09/97)  260.06   (m)          853.2    (f) LEVELING    3  
 HZ1985
 HZ1985.Superseded values are not recommended for survey control.
 HZ1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1985.See file dsdata.txt to determine how the superseded data were derived.
 HZ1985
 HZ1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1672030191(NAD 83)
 HZ1985_MARKER: DB = BENCH MARK DISK
 HZ1985_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HZ1985_SP_SET: BRIDGE ABUTMENT
 HZ1985_STAMPING: G 409 1986
 HZ1985_MARK LOGO: NGS   
 HZ1985_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1985+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2001
 HZ1985
 HZ1985  HISTORY     - Date     Condition        Report By
 HZ1985  HISTORY     - 1986     MONUMENTED       NGS
 HZ1985  HISTORY     - 19951217 GOOD             LOWE
 HZ1985  HISTORY     - 20011005 GOOD             KYDT
 HZ1985
 HZ1985                          STATION DESCRIPTION
 HZ1985
 HZ1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ1985'4.3 KM (2.65 MI) SE FROM GEORGETOWN.
 HZ1985'0.6 KM (0.4 MI) SOUTH ALONG U.S. HIGHWAY 25 FROM THE COURTHOUSE IN
 HZ1985'GEORGETOWN, THENCE 1.0 KM (0.65 MI) EAST ALONG CLAYTON AVENUE TO
 HZ1985'BRIDGE OVER THE SOUTHERN RAILROAD, THENCE 2.6 KM (1.6 MI) EAST ALONG
 HZ1985'LEMONS MILL ROAD TO BRIDGE OVER INTERSTATE 75 AND MARK ON THE RIGHT IN
 HZ1985'THE SOUTHWEST END OF WALKWAY, 4.5 METERS (15.0 FT) SOUTH OF THE CENTER
 HZ1985'OF LEMONS MILL ROAD, 3.2 METERS (10.5 FT) EAST OF THE SOUTHWEST END OF
 HZ1985'THE BRIDGE.
 HZ1985'THE MARK IS 0.18 M ABOVE BRIDGE FLOOR.
 HZ1985
 HZ1985                          STATION RECOVERY (1995)
 HZ1985
 HZ1985'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HZ1985'RECOVERED AS DESCRIBED.
 HZ1985
 HZ1985                          STATION RECOVERY (2001)
 HZ1985
 HZ1985'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (LN)
 HZ1985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2675 ***********************************************************************
 GZ2675  DESIGNATION -  G 410
 GZ2675  PID         -  GZ2675
 GZ2675  STATE/COUNTY-  KY/JESSAMINE
 GZ2675  USGS QUAD   -  LITTLE HICKMAN (1993)
 GZ2675
 GZ2675                         *CURRENT SURVEY CONTROL
 GZ2675  ___________________________________________________________________
 GZ2675* NAD 83(1986)-  37 52 05.     (N)    084 37 21.     (W)     SCALED    
 GZ2675* NAVD 88     -       280.307  (meters)     919.64   (feet)  ADJUSTED  
 GZ2675  ___________________________________________________________________
 GZ2675  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GZ2675  DYNAMIC HT  -         280.095 (meters)     918.95  (feet)  COMP
 GZ2675  MODELED GRAV-     979,867.5   (mgal)                       NAVD 88
 GZ2675
 GZ2675  VERT ORDER  -  FIRST     CLASS II
 GZ2675
 GZ2675.The horizontal coordinates were scaled from a topographic map and have
 GZ2675.an estimated accuracy of +/- 6 seconds.
 GZ2675
 GZ2675.The orthometric height was determined by differential leveling
 GZ2675.and adjusted by the National Geodetic Survey in June 1991..
 GZ2675
 GZ2675.The geoid height was determined by GEOID03.
 GZ2675
 GZ2675.The dynamic height is computed by dividing the NAVD 88
 GZ2675.geopotential number by the normal gravity value computed on the
 GZ2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2675.degrees latitude (g = 980.6199 gals.).
 GZ2675
 GZ2675.The modeled gravity was interpolated from observed gravity values.
 GZ2675
 GZ2675;                    North         East    Units  Estimated Accuracy
 GZ2675;SPC KY1Z     - 1,170,930.    1,599,200.      MT  (+/- 180 meters Scaled)
 GZ2675
 GZ2675                          SUPERSEDED SURVEY CONTROL
 GZ2675
 GZ2675.No superseded survey control is available for this station.
 GZ2675
 GZ2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG091938(NAD 83)
 GZ2675_MARKER: DB = BENCH MARK DISK
 GZ2675_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2675_SP_SET: ROCK OUTCROP
 GZ2675_STAMPING: G 410 1985
 GZ2675_MARK LOGO: NGS   
 GZ2675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2675+STABILITY: POSITION/ELEVATION WELL
 GZ2675
 GZ2675  HISTORY     - Date     Condition        Report By
 GZ2675  HISTORY     - 1985     MONUMENTED       NGS
 GZ2675
 GZ2675                          STATION DESCRIPTION
 GZ2675
 GZ2675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2675'4.3 KM (2.7 MI) EAST FROM WILMORE.
 GZ2675'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF
 GZ2675'MAIN STREET IN WILMORE, THENCE 3.9 KM (2.45 MI) EAST ALONG COLLEGE
 GZ2675'ROAD TO THE MARK ON THE LEFT, 0.8 KM (0.5 MI) SOUTHWEST OF THE
 GZ2675'CROSSING OF THE SOUTHERN RAILROAD, IN ROCK OUTCROP, 4.11 METERS (13.5
 GZ2675'FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 25.6 METERS (84.0 FT)
 GZ2675'WEST AND ACROSS THE ROAD FROM THE JUNCTION OF A GRAVEL ROAD LEADING TO
 GZ2675'A BRICK HOUSE, 12.19 METERS (40.0 FT) NORTHEAST OF A BRACE POLE FOR A
 GZ2675'POWER POLE ACROSS ROAD WITH LINES RUNNING TO THE BRICK HOUSE, 3.56
 GZ2675'METERS (11.7 FT) SOUTHEAST OF A WIRE FENCE.
 GZ2675'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 GZ2675'THE MARK IS 0.45 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0062 ***********************************************************************
 GZ0062  DESIGNATION -  G 42 X
 GZ0062  PID         -  GZ0062
 GZ0062  STATE/COUNTY-  KY/MADISON
 GZ0062  USGS QUAD   -  BEREA (1993)
 GZ0062
 GZ0062                         *CURRENT SURVEY CONTROL
 GZ0062  ___________________________________________________________________
 GZ0062* NAD 83(1993)-  37 34 16.65985(N)    084 17 17.06373(W)     ADJUSTED  
 GZ0062* NAVD 88     -       309.897  (meters)    1016.72   (feet)  ADJUSTED  
 GZ0062  ___________________________________________________________________
 GZ0062  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 GZ0062  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GZ0062  DYNAMIC HT  -         309.663 (meters)    1015.95  (feet)  COMP
 GZ0062  MODELED GRAV-     979,868.5   (mgal)                       NAVD 88
 GZ0062
 GZ0062  HORZ ORDER  -  SECOND
 GZ0062  VERT ORDER  -  SECOND    CLASS 0
 GZ0062
 GZ0062.The horizontal coordinates were established by classical geodetic methods
 GZ0062.and adjusted by the National Geodetic Survey in December 1995..
 GZ0062
 GZ0062.The orthometric height was determined by differential leveling
 GZ0062.and adjusted by the National Geodetic Survey in June 1991..
 GZ0062.WARNING-Repeat measurements at this control monument indicate possible
 GZ0062.vertical movement.
 GZ0062
 GZ0062.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0062
 GZ0062.The geoid height was determined by GEOID03.
 GZ0062
 GZ0062.The dynamic height is computed by dividing the NAVD 88
 GZ0062.geopotential number by the normal gravity value computed on the
 GZ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0062.degrees latitude (g = 980.6199 gals.).
 GZ0062
 GZ0062.The modeled gravity was interpolated from observed gravity values.
 GZ0062
 GZ0062;                    North         East     Units Scale Factor Converg.
 GZ0062;SPC KY1Z     - 1,138,403.683 1,629,132.777   MT  0.99991904   +0 53 51.2
 GZ0062;SPC KY1Z     - 3,734,912.75  5,344,913.12   sFT  0.99991904   +0 53 51.2
 GZ0062;SPC KY S     -   638,382.254   629,137.411   MT  0.99995394   +0 53 11.8
 GZ0062;SPC KY S     - 2,094,425.78  2,064,094.99   sFT  0.99995394   +0 53 11.8
 GZ0062;UTM  16      - 4,161,708.544   739,502.458   MT  1.00030661   +1 39 15.8
 GZ0062
 GZ0062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0062!SPC KY1Z     -   0.99995632  x   0.99991904  =   0.99987536
 GZ0062!SPC KY S     -   0.99995632  x   0.99995394  =   0.99991026
 GZ0062!UTM  16      -   0.99995632  x   1.00030661  =   1.00026292
 GZ0062
 GZ0062                          SUPERSEDED SURVEY CONTROL
 GZ0062
 GZ0062  NAD 83(1986)-  37 34 16.66648(N)    084 17 17.06959(W) AD(       ) 2
 GZ0062  NAD 27      -  37 34 16.36400(N)    084 17 17.30900(W) AD(       ) 2
 GZ0062  NGVD 29 (??/??/92)  310.046  (m)         1017.21   (f) ADJ UNCH    2 0
 GZ0062
 GZ0062.Superseded values are not recommended for survey control.
 GZ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0062.See file dsdata.txt to determine how the superseded data were derived.
 GZ0062
 GZ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3950261709(NAD 83)
 GZ0062_MARKER: DB = BENCH MARK DISK
 GZ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0062_STAMPING: G 42 X 1935 1017.091
 GZ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0062+STABILITY: SURFACE MOTION
 GZ0062
 GZ0062  HISTORY     - Date     Condition        Report By
 GZ0062  HISTORY     - 1951     MONUMENTED       CGS
 GZ0062  HISTORY     - 1950     GOOD             NGS
 GZ0062  HISTORY     - 1958     GOOD             NGS
 GZ0062  HISTORY     - 1985     GOOD             NGS
 GZ0062
 GZ0062                          STATION DESCRIPTION
 GZ0062
 GZ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ0062'STATION IS LOCATED ON THE GROUNDS OF THE UNION CHURCH IN THE
 GZ0062'NORTHEAST END OF BEREA.  IT IS 240 FEET EAST OF THE
 GZ0062'INTERSECTION OF SPRING STREET AND PROSPECT STREET, 75 FEET SOUTH OF
 GZ0062'THE CENTER OF PROSPECT STREET, 54 FEET NORTHEAST OF THE NORTHEAST
 GZ0062'CORNER OF
 GZ0062'THE UNION CHURCH, 18 FEET EAST
 GZ0062'OF THE SIDEWALK AND 2 FEET SOUTHEAST OF A 20 INCH CEDAR TREE.  THE
 GZ0062'MARK IS A 6X6 INCH CONCRETE POST WHICH PROJECTS 12 INCHES WITH A
 GZ0062'BRONZE USC AND GS BENCH MARK DISK ATOP STAMPED G 42 X 1935.
 GZ0062'
 GZ0062'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BOONES
 GZ0062'TRAIL AND THE DISTANCE WAS FOUND TO BE 107.104 METERS (351.39
 GZ0062'FEET).
 GZ0062
 GZ0062                          STATION RECOVERY (1950)
 GZ0062
 GZ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GZ0062'AT BEREA.
 GZ0062'AT BEREA, ABOUT 80 YARDS EAST ALONG PROSPECT STREET FROM ITS
 GZ0062'INTERSECTION WITH SPRING STREET, 43 FEET SOUTH OF THE SOUTH CURB
 GZ0062'OF PROSPECT STREET, 51.4 FEET NORTHEAST OF THE NORTHEAST FACE
 GZ0062'OF UNION CHURCH, 3.5 FEET SOUTH OF A CEDAR TREE, 62 FEET
 GZ0062'EAST-NORTHEAST OF THE NORTH PORCH CORNER OF CHURCH BUILDING,
 GZ0062'ABOUT LEVEL WITH PROSPECT STREET AND SET IN THE TOP OF A CONCRETE
 GZ0062'POST PROJECTING 9 INCHES.
 GZ0062
 GZ0062                          STATION RECOVERY (1958)
 GZ0062
 GZ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0062'RECOVERED IN GOOD CONDITION.
 GZ0062
 GZ0062                          STATION RECOVERY (1985)
 GZ0062
 GZ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ0062'NEW DESCRIPTION: AT THE UNION CHURCH ON THE SOUTHEAST CORNER OF MAIN
 GZ0062'STREET AND PROSPECT STREET (STATE ROUTE 21), 20.85 METERS (68.4 FT)
 GZ0062'WEST SOUTHWEST OF A FIRE HYDRANT, 19.69 METERS (64.6 FT) SOUTH FROM
 GZ0062'THE CENTERLINE OF PROSPECT STREET 18.84 METERS (61.8 FT) EAST FROM
 GZ0062'THE MOST NORTHERLY CORNER OF UNION CHURCH AND 5.91 METERS (19.4 FT)
 GZ0062'SOUTH--SOUTHWEST OF A 75 CM (30 INCH) OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1316 ***********************************************************************
 GB1316  DESIGNATION -  G 43
 GB1316  PID         -  GB1316
 GB1316  STATE/COUNTY-  KY/CLINTON
 GB1316  USGS QUAD   -  ALBANY (1982)
 GB1316
 GB1316                         *CURRENT SURVEY CONTROL
 GB1316  ___________________________________________________________________
 GB1316* NAD 83(1986)-  36 42 13.     (N)    085 10 07.     (W)     SCALED    
 GB1316* NAVD 88     -       317.355  (meters)    1041.19   (feet)  ADJUSTED  
 GB1316  ___________________________________________________________________
 GB1316  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GB1316  DYNAMIC HT  -         317.082 (meters)    1040.29  (feet)  COMP
 GB1316  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 GB1316
 GB1316  VERT ORDER  -  SECOND    CLASS 0
 GB1316
 GB1316.The horizontal coordinates were scaled from a topographic map and have
 GB1316.an estimated accuracy of +/- 6 seconds.
 GB1316
 GB1316.The orthometric height was determined by differential leveling
 GB1316.and adjusted by the National Geodetic Survey in June 1991..
 GB1316
 GB1316.The geoid height was determined by GEOID03.
 GB1316
 GB1316.The dynamic height is computed by dividing the NAVD 88
 GB1316.geopotential number by the normal gravity value computed on the
 GB1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1316.degrees latitude (g = 980.6199 gals.).
 GB1316
 GB1316.The modeled gravity was interpolated from observed gravity values.
 GB1316
 GB1316;                    North         East    Units  Estimated Accuracy
 GB1316;SPC KY1Z     - 1,041,260.    1,551,960.      MT  (+/- 180 meters Scaled)
 GB1316
 GB1316                          SUPERSEDED SURVEY CONTROL
 GB1316
 GB1316  NGVD 29 (??/??/92)  317.480  (m)         1041.60   (f) ADJ UNCH    2 0
 GB1316
 GB1316.Superseded values are not recommended for survey control.
 GB1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1316.See file dsdata.txt to determine how the superseded data were derived.
 GB1316
 GB1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF635635(NAD 83)
 GB1316_MARKER: DB = BENCH MARK DISK
 GB1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1316_STAMPING: G 43 1935 1041.599
 GB1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1316+STABILITY: SURFACE MOTION
 GB1316
 GB1316  HISTORY     - Date     Condition        Report By
 GB1316  HISTORY     - 1935     MONUMENTED       CGS
 GB1316  HISTORY     - 1951     GOOD             NGS
 GB1316  HISTORY     - 1958     GOOD             NGS
 GB1316
 GB1316                          STATION DESCRIPTION
 GB1316
 GB1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1316'2.2 MI NW FROM ALBANY.
 GB1316'ABOUT 2.2 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE COURT
 GB1316'HOUSE, ABOUT 145 YARDS NORTHWEST OF THE TOP OF A GRADE AND
 GB1316'JUNCTION OF A DIRT ROAD SOUTHWEST AND A DRIVE NORTHEAST TO A
 GB1316'FARM HOUSE, 30 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 99 FEET
 GB1316'WEST OF JUNCTION OF A DRIVE SOUTHWEST TO A HOUSE, 140.5 FEET
 GB1316'NORTH-NORTHWEST OF NORTH CORNER OF HOUSE WITH ASBESTOS SIDING,
 GB1316'64 FEET NORTHWEST OF A FENCE CORNER, 2 FEET NORTHEAST OF A FENCE
 GB1316'LINE, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 GB1316'CONCRETE POST PROJECTING 6 INCHES.
 GB1316
 GB1316                          STATION RECOVERY (1958)
 GB1316
 GB1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1016 ***********************************************************************
 GB1016  DESIGNATION -  G 44
 GB1016  PID         -  GB1016
 GB1016  STATE/COUNTY-  KY/WAYNE
 GB1016  USGS QUAD   -  MONTICELLO (1977)
 GB1016
 GB1016                         *CURRENT SURVEY CONTROL
 GB1016  ___________________________________________________________________
 GB1016* NAD 83(1986)-  36 51 44.     (N)    084 49 48.     (W)     SCALED    
 GB1016* NAVD 88     -       298.265  (meters)     978.56   (feet)  ADJUSTED  
 GB1016  ___________________________________________________________________
 GB1016  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB1016  DYNAMIC HT  -         298.021 (meters)     977.76  (feet)  COMP
 GB1016  MODELED GRAV-     979,803.1   (mgal)                       NAVD 88
 GB1016
 GB1016  VERT ORDER  -  SECOND    CLASS 0
 GB1016
 GB1016.The horizontal coordinates were scaled from a topographic map and have
 GB1016.an estimated accuracy of +/- 6 seconds.
 GB1016
 GB1016.The orthometric height was determined by differential leveling
 GB1016.and adjusted by the National Geodetic Survey in June 1991..
 GB1016
 GB1016.The geoid height was determined by GEOID03.
 GB1016
 GB1016.The dynamic height is computed by dividing the NAVD 88
 GB1016.geopotential number by the normal gravity value computed on the
 GB1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1016.degrees latitude (g = 980.6199 gals.).
 GB1016
 GB1016.The modeled gravity was interpolated from observed gravity values.
 GB1016
 GB1016;                    North         East    Units  Estimated Accuracy
 GB1016;SPC KY1Z     - 1,059,100.    1,582,040.      MT  (+/- 180 meters Scaled)
 GB1016
 GB1016                          SUPERSEDED SURVEY CONTROL
 GB1016
 GB1016  NGVD 29 (??/??/92)  298.407  (m)          979.02   (f) ADJ UNCH    2 0
 GB1016
 GB1016.Superseded values are not recommended for survey control.
 GB1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1016.See file dsdata.txt to determine how the superseded data were derived.
 GB1016
 GB1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF934817(NAD 83)
 GB1016_MARKER: DB = BENCH MARK DISK
 GB1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1016_STAMPING: G 44 1935
 GB1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1016+STABILITY: SURFACE MOTION
 GB1016
 GB1016  HISTORY     - Date     Condition        Report By
 GB1016  HISTORY     - 1935     MONUMENTED       CGS
 GB1016  HISTORY     - 1957     MARK NOT FOUND   NGS
 GB1016
 GB1016                          STATION DESCRIPTION
 GB1016
 GB1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1016'2.5 MI NE FROM MONTICELLO.
 GB1016'ON STATE HIGHWAY NO. 90, 0.5 MILE EAST OF MONTICELLO AIRPORT, 28
 GB1016'FEET SOUTH OF CENTER OF HIGHWAY, 3 FEET NORTH OF WIRE FENCE,
 GB1016'LEVEL WITH HIGHWAY SURFACE, AND ON TOP OF CONCRETE POST.
 GB1016'NOTE-- A DRIVE-IN THEATER HAS BEEN CONSTRUCTED AT THIS LOCATION
 GB1016'AND THE ENTIRE AREA HAS BEEN LEVELED OFF.
 GB1016
 GB1016                          STATION RECOVERY (1957)
 GB1016
 GB1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2883 ***********************************************************************
 GY2883  DESIGNATION -  G 45
 GY2883  PID         -  GY2883
 GY2883  STATE/COUNTY-  KY/LEE
 GY2883  USGS QUAD   -  HEIDELBERG (1976)
 GY2883
 GY2883                         *CURRENT SURVEY CONTROL
 GY2883  ___________________________________________________________________
 GY2883* NAD 83(1986)-  37 34 11.     (N)    083 45 08.     (W)     SCALED    
 GY2883* NAVD 88     -       204.054  (meters)     669.47   (feet)  ADJUSTED  
 GY2883  ___________________________________________________________________
 GY2883  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GY2883  DYNAMIC HT  -         203.898 (meters)     668.96  (feet)  COMP
 GY2883  MODELED GRAV-     979,864.0   (mgal)                       NAVD 88
 GY2883
 GY2883  VERT ORDER  -  SECOND    CLASS 0
 GY2883
 GY2883.The horizontal coordinates were scaled from a topographic map and have
 GY2883.an estimated accuracy of +/- 6 seconds.
 GY2883
 GY2883.The orthometric height was determined by differential leveling
 GY2883.and adjusted by the National Geodetic Survey in June 1991..
 GY2883
 GY2883.The geoid height was determined by GEOID03.
 GY2883
 GY2883.The dynamic height is computed by dividing the NAVD 88
 GY2883.geopotential number by the normal gravity value computed on the
 GY2883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2883.degrees latitude (g = 980.6199 gals.).
 GY2883
 GY2883.The modeled gravity was interpolated from observed gravity values.
 GY2883
 GY2883;                    North         East    Units  Estimated Accuracy
 GY2883;SPC KY1Z     - 1,139,110.    1,676,460.      MT  (+/- 180 meters Scaled)
 GY2883
 GY2883                          SUPERSEDED SURVEY CONTROL
 GY2883
 GY2883  NGVD 29 (??/??/92)  204.217  (m)          670.00   (f) ADJ UNCH    2 0
 GY2883
 GY2883.Superseded values are not recommended for survey control.
 GY2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2883.See file dsdata.txt to determine how the superseded data were derived.
 GY2883
 GY2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB569616(NAD 83)
 GY2883_MARKER: DB = BENCH MARK DISK
 GY2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2883_STAMPING: G 45 1935
 GY2883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2883+STABILITY: SURFACE MOTION
 GY2883
 GY2883  HISTORY     - Date     Condition        Report By
 GY2883  HISTORY     - 1935     MONUMENTED       CGS
 GY2883  HISTORY     - 1958     MARK NOT FOUND   NGS
 GY2883
 GY2883                          STATION DESCRIPTION
 GY2883
 GY2883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY2883'3.9 MI W FROM BEATTYVILLE.
 GY2883'3.9 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GY2883'THE STATION AT BEATTYVILLE, LEE COUNTY, AT BELLE POINT, 3 FEET
 GY2883'NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 17 YARDS EAST
 GY2883'OF A DIRT-ROAD CROSSING, 15 FEET SOUTH OF THE SOUTH RAIL, AND
 GY2883'ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 GY2883'G 45 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0019 ***********************************************************************
 GZ0019  DESIGNATION -  G 46
 GZ0019  PID         -  GZ0019
 GZ0019  STATE/COUNTY-  KY/ESTILL
 GZ0019  USGS QUAD   -  PANOLA (1976)
 GZ0019
 GZ0019                         *CURRENT SURVEY CONTROL
 GZ0019  ___________________________________________________________________
 GZ0019* NAD 83(1986)-  37 42 24.     (N)    084 01 07.     (W)     SCALED    
 GZ0019* NAVD 88     -       202.030  (meters)     662.83   (feet)  ADJUSTED  
 GZ0019  ___________________________________________________________________
 GZ0019  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GZ0019  DYNAMIC HT  -         201.878 (meters)     662.33  (feet)  COMP
 GZ0019  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 GZ0019
 GZ0019  VERT ORDER  -  SECOND    CLASS 0
 GZ0019
 GZ0019.The horizontal coordinates were scaled from a topographic map and have
 GZ0019.an estimated accuracy of +/- 6 seconds.
 GZ0019
 GZ0019.The orthometric height was determined by differential leveling
 GZ0019.and adjusted by the National Geodetic Survey in June 1991..
 GZ0019
 GZ0019.The geoid height was determined by GEOID03.
 GZ0019
 GZ0019.The dynamic height is computed by dividing the NAVD 88
 GZ0019.geopotential number by the normal gravity value computed on the
 GZ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0019.degrees latitude (g = 980.6199 gals.).
 GZ0019
 GZ0019.The modeled gravity was interpolated from observed gravity values.
 GZ0019
 GZ0019;                    North         East    Units  Estimated Accuracy
 GZ0019;SPC KY1Z     - 1,153,830.    1,652,650.      MT  (+/- 180 meters Scaled)
 GZ0019
 GZ0019                          SUPERSEDED SURVEY CONTROL
 GZ0019
 GZ0019  NGVD 29 (??/??/92)  202.187  (m)          663.34   (f) ADJ UNCH    2 0
 GZ0019
 GZ0019.Superseded values are not recommended for survey control.
 GZ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0019.See file dsdata.txt to determine how the superseded data were derived.
 GZ0019
 GZ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG628774(NAD 83)
 GZ0019_MARKER: DB = BENCH MARK DISK
 GZ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0019_STAMPING: G 46 1935 663.342
 GZ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0019+STABILITY: SURFACE MOTION
 GZ0019
 GZ0019  HISTORY     - Date     Condition        Report By
 GZ0019  HISTORY     - 1935     MONUMENTED       CGS
 GZ0019  HISTORY     - 1958     GOOD             NGS
 GZ0019
 GZ0019                          STATION DESCRIPTION
 GZ0019
 GZ0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0019'3.2 MI W FROM IRVINE.
 GZ0019'3.2 MILES WEST ALONG STATE HIGHWAY 52 FROM THE COURTHOUSE AT
 GZ0019'IRVINE, ESTILL COUNTY, 47 YARDS WEST OF A CONCRETE CULVERT UNDER
 GZ0019'THE HIGHWAY, 38 FEET WEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY,
 GZ0019'18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1/2
 GZ0019'FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 46 1935
 GZ0019'AND SET IN THE TOP OF A CONCRETE POST, PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0743 ***********************************************************************
 GZ0743  DESIGNATION -  G 47
 GZ0743  PID         -  GZ0743
 GZ0743  STATE/COUNTY-  KY/LINCOLN
 GZ0743  USGS QUAD   -  CRAB ORCHARD (1952)
 GZ0743
 GZ0743                         *CURRENT SURVEY CONTROL
 GZ0743  ___________________________________________________________________
 GZ0743* NAD 83(1986)-  37 28 46.     (N)    084 36 58.     (W)     SCALED    
 GZ0743* NAVD 88     -       309.761  (meters)    1016.27   (feet)  ADJUSTED  
 GZ0743  ___________________________________________________________________
 GZ0743  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GZ0743  DYNAMIC HT  -         309.519 (meters)    1015.48  (feet)  COMP
 GZ0743  MODELED GRAV-     979,840.4   (mgal)                       NAVD 88
 GZ0743
 GZ0743  VERT ORDER  -  SECOND    CLASS 0
 GZ0743
 GZ0743.The horizontal coordinates were scaled from a topographic map and have
 GZ0743.an estimated accuracy of +/- 6 seconds.
 GZ0743
 GZ0743.The orthometric height was determined by differential leveling
 GZ0743.and adjusted by the National Geodetic Survey in June 1991..
 GZ0743.WARNING-Repeat measurements at this control monument indicate possible
 GZ0743.vertical movement.
 GZ0743
 GZ0743.The geoid height was determined by GEOID03.
 GZ0743
 GZ0743.The dynamic height is computed by dividing the NAVD 88
 GZ0743.geopotential number by the normal gravity value computed on the
 GZ0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0743.degrees latitude (g = 980.6199 gals.).
 GZ0743
 GZ0743.The modeled gravity was interpolated from observed gravity values.
 GZ0743
 GZ0743;                    North         East    Units  Estimated Accuracy
 GZ0743;SPC KY1Z     - 1,127,810.    1,600,280.      MT  (+/- 180 meters Scaled)
 GZ0743
 GZ0743                          SUPERSEDED SURVEY CONTROL
 GZ0743
 GZ0743  NGVD 29 (??/??/92)  309.897  (m)         1016.72   (f) ADJ UNCH    2 0
 GZ0743
 GZ0743.Superseded values are not recommended for survey control.
 GZ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0743.See file dsdata.txt to determine how the superseded data were derived.
 GZ0743
 GZ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG107507(NAD 83)
 GZ0743_MARKER: DB = BENCH MARK DISK
 GZ0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0743_STAMPING: G 47 1935
 GZ0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0743+STABILITY: SURFACE MOTION
 GZ0743
 GZ0743  HISTORY     - Date     Condition        Report By
 GZ0743  HISTORY     - 1935     MONUMENTED       CGS
 GZ0743  HISTORY     - 1950     GOOD             NGS
 GZ0743  HISTORY     - 1958     GOOD             NGS
 GZ0743
 GZ0743                          STATION DESCRIPTION
 GZ0743
 GZ0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0743'AT MAYWOOD.
 GZ0743'AT MAYWOOD, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, AT A
 GZ0743'DIM PRIVATE ROAD CROSSING, ABOUT 0.1 MILE SOUTHEAST OF A PRIVATE
 GZ0743'ROAD CROSSING, 254 FEET NORTHWEST AND ACROSS TRACK FROM MILE POST
 GZ0743'109, 35 FEET WEST OF THE WEST CORNER OF THE BRICK CHIMNEY OF AN
 GZ0743'ABANDONED FRAME HOUSE, 29 1/2 FEET NORTH-NORTHEAST OF THE CENTER
 GZ0743'OF THE CROSSING, 20 FEET NORTHEAST OF THE NORTHEAST RAIL, 9 FEET
 GZ0743'SOUTHWEST OF A FENCE LINE, 2 1/2 FEET EAST OF TELEPHONE POLE NO.
 GZ0743'2, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ0743'1 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 GZ0743'POST PROJECTING 2 INCHES.
 GZ0743
 GZ0743                          STATION RECOVERY (1958)
 GZ0743
 GZ0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0241 ***********************************************************************
 GZ0241  DESIGNATION -  G 48
 GZ0241  PID         -  GZ0241
 GZ0241  STATE/COUNTY-  KY/LAUREL
 GZ0241  USGS QUAD   -  BERNSTADT (1969)
 GZ0241
 GZ0241                         *CURRENT SURVEY CONTROL
 GZ0241  ___________________________________________________________________
 GZ0241* NAD 83(1986)-  37 12 50.     (N)    084 08 20.     (W)     SCALED    
 GZ0241* NAVD 88     -       317.884  (meters)    1042.92   (feet)  ADJUSTED  
 GZ0241  ___________________________________________________________________
 GZ0241  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GZ0241  DYNAMIC HT  -         317.637 (meters)    1042.11  (feet)  COMP
 GZ0241  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 GZ0241
 GZ0241  VERT ORDER  -  SECOND    CLASS 0
 GZ0241
 GZ0241.The horizontal coordinates were scaled from a topographic map and have
 GZ0241.an estimated accuracy of +/- 6 seconds.
 GZ0241
 GZ0241.The orthometric height was determined by differential leveling
 GZ0241.and adjusted by the National Geodetic Survey in June 1991..
 GZ0241
 GZ0241.The geoid height was determined by GEOID03.
 GZ0241
 GZ0241.The dynamic height is computed by dividing the NAVD 88
 GZ0241.geopotential number by the normal gravity value computed on the
 GZ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0241.degrees latitude (g = 980.6199 gals.).
 GZ0241
 GZ0241.The modeled gravity was interpolated from observed gravity values.
 GZ0241
 GZ0241;                    North         East    Units  Estimated Accuracy
 GZ0241;SPC KY1Z     - 1,098,960.    1,642,990.      MT  (+/- 180 meters Scaled)
 GZ0241
 GZ0241                          SUPERSEDED SURVEY CONTROL
 GZ0241
 GZ0241  NGVD 29 (??/??/92)  318.045  (m)         1043.45   (f) ADJ UNCH    2 0
 GZ0241
 GZ0241.Superseded values are not recommended for survey control.
 GZ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0241.See file dsdata.txt to determine how the superseded data were derived.
 GZ0241
 GZ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG538224(NAD 83)
 GZ0241_MARKER: DB = BENCH MARK DISK
 GZ0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0241_SP_SET: TUNNEL
 GZ0241_STAMPING: G 48 1935 1043.453
 GZ0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0241
 GZ0241  HISTORY     - Date     Condition        Report By
 GZ0241  HISTORY     - 1935     MONUMENTED       CGS
 GZ0241  HISTORY     - 1950     GOOD             NGS
 GZ0241  HISTORY     - 1958     GOOD             NGS
 GZ0241
 GZ0241                          STATION DESCRIPTION
 GZ0241
 GZ0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0241'2.4 MI NW FROM EAST BERNSTADT.
 GZ0241'ABOUT 2.4 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GZ0241'RAILROAD FROM THE STATION AT EAST BERNSTADT, SET VERTICALLY IN
 GZ0241'THE NORTHWEST FACE OF PORTAL ENTRANCE OF TUNNEL NUMBER 9 OF SOUTH
 GZ0241'BOUND TRACK, ABOUT 120 YARDS SOUTHEAST OF MILE POST L 150, 6 1/2
 GZ0241'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTH BOUND TRACK,
 GZ0241'1 1/2 FEET SOUTHWEST OF SOUTHWEST WALL OF TUNNEL AND ABOUT 1/2
 GZ0241'FOOT ABOVE THE TRACK.
 GZ0241
 GZ0241                          STATION RECOVERY (1958)
 GZ0241
 GZ0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0093 ***********************************************************************
 GB0093  DESIGNATION -  G 49
 GB0093  PID         -  GB0093
 GB0093  STATE/COUNTY-  KY/WHITLEY
 GB0093  USGS QUAD   -  WOFFORD (1982)
 GB0093
 GB0093                         *CURRENT SURVEY CONTROL
 GB0093  ___________________________________________________________________
 GB0093* NAD 83(1986)-  36 46 09.     (N)    084 09 16.     (W)     SCALED    
 GB0093* NAVD 88     -       284.879  (meters)     934.64   (feet)  ADJUSTED  
 GB0093  ___________________________________________________________________
 GB0093  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 GB0093  DYNAMIC HT  -         284.645 (meters)     933.87  (feet)  COMP
 GB0093  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 GB0093
 GB0093  VERT ORDER  -  SECOND    CLASS 0
 GB0093
 GB0093.The horizontal coordinates were scaled from a topographic map and have
 GB0093.an estimated accuracy of +/- 6 seconds.
 GB0093
 GB0093.The orthometric height was determined by differential leveling
 GB0093.and adjusted by the National Geodetic Survey in June 1991..
 GB0093
 GB0093.The geoid height was determined by GEOID03.
 GB0093
 GB0093.The dynamic height is computed by dividing the NAVD 88
 GB0093.geopotential number by the normal gravity value computed on the
 GB0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0093.degrees latitude (g = 980.6199 gals.).
 GB0093
 GB0093.The modeled gravity was interpolated from observed gravity values.
 GB0093
 GB0093;                    North         East    Units  Estimated Accuracy
 GB0093;SPC KY1Z     - 1,049,590.    1,642,460.      MT  (+/- 180 meters Scaled)
 GB0093
 GB0093                          SUPERSEDED SURVEY CONTROL
 GB0093
 GB0093  NGVD 29 (??/??/92)  285.037  (m)          935.16   (f) ADJ UNCH    2 0
 GB0093
 GB0093.Superseded values are not recommended for survey control.
 GB0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0093.See file dsdata.txt to determine how the superseded data were derived.
 GB0093
 GB0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF539730(NAD 83)
 GB0093_MARKER: DB = BENCH MARK DISK
 GB0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0093_STAMPING: G 49 1935 935.159
 GB0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0093+STABILITY: SURFACE MOTION
 GB0093
 GB0093  HISTORY     - Date     Condition        Report By
 GB0093  HISTORY     - 1935     MONUMENTED       CGS
 GB0093  HISTORY     - 1950     GOOD             NGS
 GB0093  HISTORY     - 1957     GOOD             NGS
 GB0093  HISTORY     - 20060112 MARK NOT FOUND   KYTC
 GB0093
 GB0093                          STATION DESCRIPTION
 GB0093
 GB0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0093'2.5 MI N FROM WILLIAMSBURG.
 GB0093'ABOUT 2.5 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0093'FROM THE STATION AT WILLIAMSBURG, AT THE OVERPASS OF U.S. HIGHWAY
 GB0093'25W OVER THE TRACK, 215 FEET SOUTHWEST OF THE CENTER OF THE
 GB0093'OVERPASS, 44 FEET NORTHWEST OF THE NORTHWEST RAIL, 113 FEET
 GB0093'WEST AND ACROSS TRACK FROM RAILROAD SEMAPHORE SIGNAL NO. 1872,
 GB0093'3 FEET SOUTHEAST OF A FENCE LINE, ABOUT 3 FEET ABOVE THE TRACK
 GB0093'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 GB0093
 GB0093                          STATION RECOVERY (1957)
 GB0093
 GB0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0093'RECOVERED IN GOOD CONDITION.
 GB0093
 GB0093                          STATION RECOVERY (2006)
 GB0093
 GB0093'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0093'A SPUR LINE TO NEARBY FACTORY HAS BEEN BUILT AT THIS LOCATION, MARK
 GB0093'PROBABLY GRADED OUT, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0124 ***********************************************************************
 GB0124  DESIGNATION -  G 50
 GB0124  PID         -  GB0124
 GB0124  STATE/COUNTY-  KY/WHITLEY
 GB0124  USGS QUAD   -  HOLLYHILL (1982)
 GB0124
 GB0124                         *CURRENT SURVEY CONTROL
 GB0124  ___________________________________________________________________
 GB0124* NAD 83(1986)-  36 40 44.     (N)    084 16 49.     (W)     SCALED    
 GB0124* NAVD 88     -       300.565  (meters)     986.10   (feet)  ADJUSTED  
 GB0124  ___________________________________________________________________
 GB0124  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GB0124  DYNAMIC HT  -         300.319 (meters)     985.30  (feet)  COMP
 GB0124  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 GB0124
 GB0124  VERT ORDER  -  SECOND    CLASS 0
 GB0124
 GB0124.The horizontal coordinates were scaled from a topographic map and have
 GB0124.an estimated accuracy of +/- 6 seconds.
 GB0124
 GB0124.The orthometric height was determined by differential leveling
 GB0124.and adjusted by the National Geodetic Survey in June 1991..
 GB0124
 GB0124.The geoid height was determined by GEOID03.
 GB0124
 GB0124.The dynamic height is computed by dividing the NAVD 88
 GB0124.geopotential number by the normal gravity value computed on the
 GB0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0124.degrees latitude (g = 980.6199 gals.).
 GB0124
 GB0124.The modeled gravity was interpolated from observed gravity values.
 GB0124
 GB0124;                    North         East    Units  Estimated Accuracy
 GB0124;SPC KY1Z     - 1,039,390.    1,631,380.      MT  (+/- 180 meters Scaled)
 GB0124
 GB0124                          SUPERSEDED SURVEY CONTROL
 GB0124
 GB0124  NGVD 29 (??/??/92)  300.712  (m)          986.59   (f) ADJ UNCH    2 0
 GB0124
 GB0124.Superseded values are not recommended for survey control.
 GB0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0124.See file dsdata.txt to determine how the superseded data were derived.
 GB0124
 GB0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF430626(NAD 83)
 GB0124_MARKER: DB = BENCH MARK DISK
 GB0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0124_SP_SET: ABUTMENT
 GB0124_STAMPING: G 50 1935 986.586
 GB0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0124+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1996
 GB0124
 GB0124  HISTORY     - Date     Condition        Report By
 GB0124  HISTORY     - 1935     MONUMENTED       CGS
 GB0124  HISTORY     - 1951     GOOD             NGS
 GB0124  HISTORY     - 1957     GOOD             NGS
 GB0124  HISTORY     - 19960619 GOOD             KYDT
 GB0124
 GB0124                          STATION DESCRIPTION
 GB0124
 GB0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0124'9.7 MI SW FROM WILLIAMSBURG.
 GB0124'ABOUT 9.7 MILES SOUTHWEST ALONG STATE HIGHWAY 92 FROM THE
 GB0124'LOUISVILLE AND NASHVILLE RAILROAD STATION AT WILLIAMSBURG, ABOUT
 GB0124'0.65 MILE WEST OF A CROSSROAD AND CREEKMORES GENERAL STORE, SET
 GB0124'IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF AN 80-FOOT
 GB0124'BRIDGE OVER PLEASANT RUN CREEK, 12 FEET NORTH OF THE CENTER
 GB0124'LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 GB0124
 GB0124                          STATION RECOVERY (1957)
 GB0124
 GB0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0124'RECOVERED IN GOOD CONDITION.
 GB0124
 GB0124                          STATION RECOVERY (1996)
 GB0124
 GB0124'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0496 ***********************************************************************
 GZ0496  DESIGNATION -  G 51
 GZ0496  PID         -  GZ0496
 GZ0496  STATE/COUNTY-  KY/PULASKI
 GZ0496  USGS QUAD   -  SHOPVILLE (1987)
 GZ0496
 GZ0496                         *CURRENT SURVEY CONTROL
 GZ0496  ___________________________________________________________________
 GZ0496* NAD 83(1986)-  37 09 06.     (N)    084 26 19.     (W)     SCALED    
 GZ0496* NAVD 88     -       251.125  (meters)     823.90   (feet)  ADJUSTED  
 GZ0496  ___________________________________________________________________
 GZ0496  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GZ0496  DYNAMIC HT  -         250.935 (meters)     823.28  (feet)  COMP
 GZ0496  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 GZ0496
 GZ0496  VERT ORDER  -  SECOND    CLASS 0
 GZ0496
 GZ0496.The horizontal coordinates were scaled from a topographic map and have
 GZ0496.an estimated accuracy of +/- 6 seconds.
 GZ0496
 GZ0496.The orthometric height was determined by differential leveling
 GZ0496.and adjusted by the National Geodetic Survey in June 1991..
 GZ0496
 GZ0496.The geoid height was determined by GEOID03.
 GZ0496
 GZ0496.The dynamic height is computed by dividing the NAVD 88
 GZ0496.geopotential number by the normal gravity value computed on the
 GZ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0496.degrees latitude (g = 980.6199 gals.).
 GZ0496
 GZ0496.The modeled gravity was interpolated from observed gravity values.
 GZ0496
 GZ0496;                    North         East    Units  Estimated Accuracy
 GZ0496;SPC KY1Z     - 1,091,640.    1,616,490.      MT  (+/- 180 meters Scaled)
 GZ0496
 GZ0496                          SUPERSEDED SURVEY CONTROL
 GZ0496
 GZ0496  NGVD 29 (??/??/92)  251.293  (m)          824.45   (f) ADJ UNCH    2 0
 GZ0496
 GZ0496.Superseded values are not recommended for survey control.
 GZ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0496.See file dsdata.txt to determine how the superseded data were derived.
 GZ0496
 GZ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG274147(NAD 83)
 GZ0496_MARKER: DB = BENCH MARK DISK
 GZ0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0496_SP_SET: BRIDGE ABUTMENT
 GZ0496_STAMPING: G 51 1935 824.450
 GZ0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0496
 GZ0496  HISTORY     - Date     Condition        Report By
 GZ0496  HISTORY     - 1935     MONUMENTED       CGS
 GZ0496  HISTORY     - 1957     POOR             NGS
 GZ0496
 GZ0496                          STATION DESCRIPTION
 GZ0496
 GZ0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ0496'2.6 MI E FROM SHOPVILLE.
 GZ0496'2.6 MILES EAST ALONG STATE HIGHWAY 80 FROM THE PUBLIC SCHOOL
 GZ0496'AT SHOPVILLE, PULASKI COUNTY, 103 YARDS WEST OF THE POST OFFICE
 GZ0496'AT STAB, AT A BRIDGE OVER BUCK CREEK, IN THE TOP OF THE NORTH
 GZ0496'END OF THE WEST ABUTMENT, 15 FEET NORTH OF THE CENTERLINE OF
 GZ0496'THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 GZ0496'STAMPED G 51 1935.  NOTE-- THIS BENCH MARK WAS ORIGINALLY DESCRIBED
 GZ0496'AS BEING 11.2 MILES EAST OF THE COURTHOUSE AT SOMERSET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2436 ***********************************************************************
 GY2436  DESIGNATION -  G 52
 GY2436  PID         -  GY2436
 GY2436  STATE/COUNTY-  KY/CLAY
 GY2436  USGS QUAD   -  HIMA (1979)
 GY2436
 GY2436                         *CURRENT SURVEY CONTROL
 GY2436  ___________________________________________________________________
 GY2436* NAD 83(1986)-  37 07 21.     (N)    083 47 24.     (W)     SCALED    
 GY2436* NAVD 88     -       263.145  (meters)     863.33   (feet)  ADJUSTED  
 GY2436  ___________________________________________________________________
 GY2436  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GY2436  DYNAMIC HT  -         262.936 (meters)     862.65  (feet)  COMP
 GY2436  MODELED GRAV-     979,829.0   (mgal)                       NAVD 88
 GY2436
 GY2436  VERT ORDER  -  SECOND    CLASS 0
 GY2436
 GY2436.The horizontal coordinates were scaled from a topographic map and have
 GY2436.an estimated accuracy of +/- 6 seconds.
 GY2436
 GY2436.The orthometric height was determined by differential leveling
 GY2436.and adjusted by the National Geodetic Survey in June 1991..
 GY2436
 GY2436.The geoid height was determined by GEOID03.
 GY2436
 GY2436.The dynamic height is computed by dividing the NAVD 88
 GY2436.geopotential number by the normal gravity value computed on the
 GY2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2436.degrees latitude (g = 980.6199 gals.).
 GY2436
 GY2436.The modeled gravity was interpolated from observed gravity values.
 GY2436
 GY2436;                    North         East    Units  Estimated Accuracy
 GY2436;SPC KY1Z     - 1,089,420.    1,674,170.      MT  (+/- 180 meters Scaled)
 GY2436
 GY2436                          SUPERSEDED SURVEY CONTROL
 GY2436
 GY2436  NGVD 29 (??/??/92)  263.304  (m)          863.86   (f) ADJ UNCH    2 0
 GY2436
 GY2436.Superseded values are not recommended for survey control.
 GY2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2436.See file dsdata.txt to determine how the superseded data were derived.
 GY2436
 GY2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB521121(NAD 83)
 GY2436_MARKER: DB = BENCH MARK DISK
 GY2436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2436_SP_SET: CULVERT
 GY2436_STAMPING: G 52 1935 863.857
 GY2436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2436
 GY2436  HISTORY     - Date     Condition        Report By
 GY2436  HISTORY     - 1935     MONUMENTED       CGS
 GY2436  HISTORY     - 1957     POOR             NGS
 GY2436
 GY2436                          STATION DESCRIPTION
 GY2436
 GY2436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2436'AT SIBERT.
 GY2436'AT SIBERT, CLAY COUNTY, ON STATE HIGHWAY 80, ABOUT 600 FEET WEST
 GY2436'OF THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD, 510 FEET
 GY2436'EAST OF THE POST OFFICE, AT THE SMITH AND SONS STORE, 22.7 FEET
 GY2436'NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, AT A CONCRETE
 GY2436'CULVERT OVER A SMALL STREAM, IN THE TOP OF THE EAST END OF THE
 GY2436'SOUTH HEADWALL, 13.3 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GY2436'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2035 ***********************************************************************
 GY2035  DESIGNATION -  G 53
 GY2035  PID         -  GY2035
 GY2035  STATE/COUNTY-  KY/LESLIE
 GY2035  USGS QUAD   -  HYDEN WEST (1980)
 GY2035
 GY2035                         *CURRENT SURVEY CONTROL
 GY2035  ___________________________________________________________________
 GY2035* NAD 83(1986)-  37 09 43.     (N)    083 22 30.     (W)     SCALED    
 GY2035* NAVD 88     -       264.493  (meters)     867.76   (feet)  ADJUSTED  
 GY2035  ___________________________________________________________________
 GY2035  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GY2035  DYNAMIC HT  -         264.283 (meters)     867.07  (feet)  COMP
 GY2035  MODELED GRAV-     979,831.0   (mgal)                       NAVD 88
 GY2035
 GY2035  VERT ORDER  -  SECOND    CLASS 0
 GY2035
 GY2035.The horizontal coordinates were scaled from a topographic map and have
 GY2035.an estimated accuracy of +/- 6 seconds.
 GY2035
 GY2035.The orthometric height was determined by differential leveling
 GY2035.and adjusted by the National Geodetic Survey in June 1991..
 GY2035
 GY2035.The geoid height was determined by GEOID03.
 GY2035
 GY2035.The dynamic height is computed by dividing the NAVD 88
 GY2035.geopotential number by the normal gravity value computed on the
 GY2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2035.degrees latitude (g = 980.6199 gals.).
 GY2035
 GY2035.The modeled gravity was interpolated from observed gravity values.
 GY2035
 GY2035;                    North         East    Units  Estimated Accuracy
 GY2035;SPC KY1Z     - 1,094,650.    1,710,930.      MT  (+/- 180 meters Scaled)
 GY2035
 GY2035                          SUPERSEDED SURVEY CONTROL
 GY2035
 GY2035  NGVD 29 (??/??/92)  264.661  (m)          868.31   (f) ADJ UNCH    2 0
 GY2035
 GY2035.Superseded values are not recommended for survey control.
 GY2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2035.See file dsdata.txt to determine how the superseded data were derived.
 GY2035
 GY2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB891154(NAD 83)
 GY2035_MARKER: DB = BENCH MARK DISK
 GY2035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2035_SP_SET: CULVERT
 GY2035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2035
 GY2035  HISTORY     - Date     Condition        Report By
 GY2035  HISTORY     - UNK      MONUMENTED       CGS
 GY2035  HISTORY     - 1957     MARK NOT FOUND   NGS
 GY2035
 GY2035                          STATION DESCRIPTION
 GY2035
 GY2035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2035'AT HYDEN.
 GY2035'THIS MARK WAS PROBABLY LOST WHEN STREET WAS WIDENED AND THIS
 GY2035'CULVERT EXTENDED, A STORM DRAIN WITH STEEL GRILL OVER IT HAS BEEN
 GY2035'CONSTRUCTED OVER THIS CULVERT AND NO SIGN OF MARK IS VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2556 ***********************************************************************
 GZ2556  DESIGNATION -  G 56 RESET 1980
 GZ2556  PID         -  GZ2556
 GZ2556  STATE/COUNTY-  KY/MARION
 GZ2556  USGS QUAD   -  LEBANON WEST (1994)
 GZ2556
 GZ2556                         *CURRENT SURVEY CONTROL
 GZ2556  ___________________________________________________________________
 GZ2556* NAD 83(1986)-  37 36 42.     (N)    085 15 13.     (W)     SCALED    
 GZ2556* NAVD 88     -       229.94   (meters)     754.4    (feet)  RESET     
 GZ2556  ___________________________________________________________________
 GZ2556  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 GZ2556
 GZ2556  VERT ORDER  -  THIRD
 GZ2556
 GZ2556.The horizontal coordinates were scaled from a topographic map and have
 GZ2556.an estimated accuracy of +/- 6 seconds.
 GZ2556
 GZ2556.The orthometric height was computed from unverified reset data.
 GZ2556.No vertical observational check was made to the station.
 GZ2556
 GZ2556.The geoid height was determined by GEOID03.
 GZ2556
 GZ2556;                    North         East    Units  Estimated Accuracy
 GZ2556;SPC KY1Z     - 1,141,990.    1,543,820.      MT  (+/- 180 meters Scaled)
 GZ2556
 GZ2556                          SUPERSEDED SURVEY CONTROL
 GZ2556
 GZ2556  NGVD 29 (10/08/05)  230.08   (m)          754.9    (f) RESET       3  
 GZ2556
 GZ2556.Superseded values are not recommended for survey control.
 GZ2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2556.See file dsdata.txt to determine how the superseded data were derived.
 GZ2556
 GZ2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG541641(NAD 83)
 GZ2556_MARKER: DB = BENCH MARK DISK
 GZ2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2556_STAMPING: G 56 RESET 1980
 GZ2556_PROJECTION: FLUSH
 GZ2556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2556+STABILITY: SURFACE MOTION
 GZ2556
 GZ2556  HISTORY     - Date     Condition        Report By
 GZ2556  HISTORY     - 1980     MONUMENTED       NGS
 GZ2556
 GZ2556                          STATION DESCRIPTION
 GZ2556
 GZ2556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GZ2556'3.0 MI NORTH FROM LEBANON.
 GZ2556'3.0 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE U.S. POST OFFICE IN
 GZ2556'LEBANON, 77 FEET WEST OF THE CENTER OF NEW HIGHWAY, 32 FEET SOUTH
 GZ2556'OF THE CENTERLINE OF A DRIVEWAY, 2 FEET OF END METAL FENCE POST AND
 GZ2556'56 FEET NORTH OF THE CENTER OF A SMALL STREAM.
 GZ2556'THE MARK IS 1 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1197 ***********************************************************************
 HZ1197  DESIGNATION -  G 57
 HZ1197  PID         -  HZ1197
 HZ1197  STATE/COUNTY-  KY/SHELBY
 HZ1197  USGS QUAD   -  TAYLORSVILLE (1993)
 HZ1197
 HZ1197                         *CURRENT SURVEY CONTROL
 HZ1197  ___________________________________________________________________
 HZ1197* NAD 83(1986)-  38 07 11.     (N)    085 19 35.     (W)     SCALED    
 HZ1197* NAVD 88     -       207.014  (meters)     679.18   (feet)  ADJUSTED  
 HZ1197  ___________________________________________________________________
 HZ1197  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ1197  DYNAMIC HT  -         206.865 (meters)     678.69  (feet)  COMP
 HZ1197  MODELED GRAV-     979,905.4   (mgal)                       NAVD 88
 HZ1197
 HZ1197  VERT ORDER  -  SECOND    CLASS 0
 HZ1197
 HZ1197.The horizontal coordinates were scaled from a topographic map and have
 HZ1197.an estimated accuracy of +/- 6 seconds.
 HZ1197
 HZ1197.The orthometric height was determined by differential leveling
 HZ1197.and adjusted by the National Geodetic Survey in June 1991..
 HZ1197
 HZ1197.The geoid height was determined by GEOID03.
 HZ1197
 HZ1197.The dynamic height is computed by dividing the NAVD 88
 HZ1197.geopotential number by the normal gravity value computed on the
 HZ1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1197.degrees latitude (g = 980.6199 gals.).
 HZ1197
 HZ1197.The modeled gravity was interpolated from observed gravity values.
 HZ1197
 HZ1197;                    North         East    Units  Estimated Accuracy
 HZ1197;SPC KY1Z     - 1,198,340.    1,537,140.      MT  (+/- 180 meters Scaled)
 HZ1197
 HZ1197                          SUPERSEDED SURVEY CONTROL
 HZ1197
 HZ1197  NGVD 29 (??/??/92)  207.174  (m)          679.70   (f) ADJ UNCH    2 0
 HZ1197
 HZ1197.Superseded values are not recommended for survey control.
 HZ1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1197.See file dsdata.txt to determine how the superseded data were derived.
 HZ1197
 HZ1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH467204(NAD 83)
 HZ1197_MARKER: DB = BENCH MARK DISK
 HZ1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1197_STAMPING: G 57 1935
 HZ1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1197+STABILITY: SURFACE MOTION
 HZ1197
 HZ1197  HISTORY     - Date     Condition        Report By
 HZ1197  HISTORY     - 1935     MONUMENTED       CGS
 HZ1197
 HZ1197                          STATION DESCRIPTION
 HZ1197
 HZ1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ1197'2.4 MI S FROM FINCHVILLE.
 HZ1197'2.4 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HZ1197'THE STATION AT FINCHVILLE, SHELBY COUNTY, 0.1 MILE SOUTH OF THE
 HZ1197'SIDING AT VEECH, 50 YARDS NORTHEAST OF A BLACK WOOD SILO, 7 1/2
 HZ1197'RAILS SOUTH OF THE SOUTH END OF BRIDGE 75, AT A ROAD CROSSING,
 HZ1197'57 FEET NORTH OF THE CENTERLINE OF A FARM ROAD LEADING FROM
 HZ1197'THE HOUSE TO THE J.T. MC CLAIN BARN, AND 18.6 FEET WEST OF THE
 HZ1197'WEST RAIL.  A STANDARD DISK, STAMPED G 57 1935 AND SET IN THE
 HZ1197'TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2210 ***********************************************************************
 GZ2210  DESIGNATION -  G 58
 GZ2210  PID         -  GZ2210
 GZ2210  STATE/COUNTY-  KY/LARUE
 GZ2210  USGS QUAD   -  MAGNOLIA (1961)
 GZ2210
 GZ2210                         *CURRENT SURVEY CONTROL
 GZ2210  ___________________________________________________________________
 GZ2210* NAD 83(1986)-  37 27 16.     (N)    085 40 11.     (W)     SCALED    
 GZ2210* NAVD 88     -       272.940  (meters)     895.47   (feet)  ADJUSTED  
 GZ2210  ___________________________________________________________________
 GZ2210  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GZ2210  DYNAMIC HT  -         272.726 (meters)     894.77  (feet)  COMP
 GZ2210  MODELED GRAV-     979,838.8   (mgal)                       NAVD 88
 GZ2210
 GZ2210  VERT ORDER  -  SECOND    CLASS 0
 GZ2210
 GZ2210.The horizontal coordinates were scaled from a topographic map and have
 GZ2210.an estimated accuracy of +/- 6 seconds.
 GZ2210
 GZ2210.The orthometric height was determined by differential leveling
 GZ2210.and adjusted by the National Geodetic Survey in June 1991..
 GZ2210
 GZ2210.The geoid height was determined by GEOID03.
 GZ2210
 GZ2210.The dynamic height is computed by dividing the NAVD 88
 GZ2210.geopotential number by the normal gravity value computed on the
 GZ2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2210.degrees latitude (g = 980.6199 gals.).
 GZ2210
 GZ2210.The modeled gravity was interpolated from observed gravity values.
 GZ2210
 GZ2210;                    North         East    Units  Estimated Accuracy
 GZ2210;SPC KY1Z     - 1,124,430.    1,507,100.      MT  (+/- 180 meters Scaled)
 GZ2210
 GZ2210                          SUPERSEDED SURVEY CONTROL
 GZ2210
 GZ2210  NGVD 29 (??/??/92)  273.057  (m)          895.85   (f) ADJ UNCH    2 0
 GZ2210
 GZ2210.Superseded values are not recommended for survey control.
 GZ2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2210.See file dsdata.txt to determine how the superseded data were derived.
 GZ2210
 GZ2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG176461(NAD 83)
 GZ2210_MARKER: DB = BENCH MARK DISK
 GZ2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2210_STAMPING: G 58 1935
 GZ2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2210+STABILITY: SURFACE MOTION
 GZ2210
 GZ2210  HISTORY     - Date     Condition        Report By
 GZ2210  HISTORY     - 1935     MONUMENTED       CGS
 GZ2210  HISTORY     - 1951     GOOD             NGS
 GZ2210  HISTORY     - 1982     GOOD             KYDT
 GZ2210
 GZ2210                          STATION DESCRIPTION
 GZ2210
 GZ2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ2210'0.2 MI N FROM MT SHERMAN.
 GZ2210'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 61 FROM THE POST
 GZ2210'OFFICE AND ROAD JUNCTION AT MT. SHERMAN, ABOUT 48 YARDS
 GZ2210'SOUTHWEST AND ACROSS HIGHWAY FROM SOUTH CORNER OF SMALL SCHOOL
 GZ2210'BUILDING, AT THE JUNCTION OF A FIELD ROAD LEADING SOUTHWEST,
 GZ2210'24 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 11 FEET NORTHWEST
 GZ2210'OF CENTER LINE OF GATE ACROSS FIELD ROAD, 19 FEET SOUTHEAST OF
 GZ2210'THE EXTENDED CENTER LINE OF DRIVE TO SCHOOL, 1 1/2 FEET
 GZ2210'NORTHEAST OF A FENCE LINE, ABOUT LEVEL WITH HIGHWAY AND SET
 GZ2210'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GZ2210
 GZ2210                          STATION RECOVERY (1982)
 GZ2210
 GZ2210'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2365 ***********************************************************************
 GZ2365  DESIGNATION -  G 59 RESET
 GZ2365  PID         -  GZ2365
 GZ2365  STATE/COUNTY-  KY/HARDIN
 GZ2365  USGS QUAD   -  COLESBURG (1991)
 GZ2365
 GZ2365                         *CURRENT SURVEY CONTROL
 GZ2365  ___________________________________________________________________
 GZ2365* NAD 83(1986)-  37 47 06.     (N)    085 46 23.     (W)     SCALED    
 GZ2365* NAVD 88     -       136.89   (+/-2cm)     449.1    (feet)  VERTCON   
 GZ2365  ___________________________________________________________________
 GZ2365  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GZ2365
 GZ2365  VERT ORDER  -  THIRD (See Below)
 GZ2365
 GZ2365.The horizontal coordinates were scaled from a topographic map and have
 GZ2365.an estimated accuracy of +/- 6 seconds.
 GZ2365
 GZ2365.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2365.The vertical order pertains to the NGVD 29 superseded value.
 GZ2365
 GZ2365.The geoid height was determined by GEOID03.
 GZ2365
 GZ2365;                    North         East    Units  Estimated Accuracy
 GZ2365;SPC KY1Z     - 1,161,110.    1,497,970.      MT  (+/- 180 meters Scaled)
 GZ2365
 GZ2365                          SUPERSEDED SURVEY CONTROL
 GZ2365
 GZ2365  NGVD 29 (10/08/05)  137.02   (m)          449.5    (f) RESET       3  
 GZ2365
 GZ2365.Superseded values are not recommended for survey control.
 GZ2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2365.See file dsdata.txt to determine how the superseded data were derived.
 GZ2365
 GZ2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG080826(NAD 83)
 GZ2365_MARKER: DB = BENCH MARK DISK
 GZ2365_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GZ2365_SP_SET: BRIDGE WINGWALL
 GZ2365_STAMPING: G 59 RESET 1954
 GZ2365_MARK LOGO: CGS   
 GZ2365_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2365
 GZ2365  HISTORY     - Date     Condition        Report By
 GZ2365  HISTORY     - 1954     MONUMENTED       CGS
 GZ2365  HISTORY     - 1955     GOOD             NGS
 GZ2365  HISTORY     - 1960     MARK NOT FOUND   USGS
 GZ2365  HISTORY     - 1983     GOOD             KYDT
 GZ2365  HISTORY     - 19930721 GOOD             KYDT
 GZ2365
 GZ2365                          STATION DESCRIPTION
 GZ2365
 GZ2365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GZ2365'AT COLESBURG.
 GZ2365'AT COLESBURG, HARDIN COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GZ2365'RAILROAD, ABOUT 600 FEET FROM THE STATION, AT THE CONCRETE DECK
 GZ2365'BRIDGE OVER PATTY BRANCH, IN THE TOP OF THE SOUTHWEST WING WALL,
 GZ2365'6.2 FEET WEST OF THE WEST RAIL, 0.8 FOOT WEST OF THE JUNCTION OF
 GZ2365'THE WING WALL AND THE HEADWALL, AND ABOUT 1 FOOT BELOW THE LEVEL
 GZ2365'OF THE TRACK.
 GZ2365
 GZ2365                          STATION RECOVERY (1960)
 GZ2365
 GZ2365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GZ2365'MARK NOT FOUND.
 GZ2365
 GZ2365                          STATION RECOVERY (1983)
 GZ2365
 GZ2365'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ2365'RECOVERED IN GOOD CONDITION.
 GZ2365
 GZ2365                          STATION RECOVERY (1993)
 GZ2365
 GZ2365'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RHG)
 GZ2365'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2317 ***********************************************************************
 GZ2317  DESIGNATION -  G 6
 GZ2317  PID         -  GZ2317
 GZ2317  STATE/COUNTY-  KY/HARDIN
 GZ2317  USGS QUAD   -  VINE GROVE (1991)
 GZ2317
 GZ2317                         *CURRENT SURVEY CONTROL
 GZ2317  ___________________________________________________________________
 GZ2317* NAD 83(1986)-  37 46 13.     (N)    085 58 15.     (W)     SCALED    
 GZ2317* NAVD 88     -       212.822  (meters)     698.23   (feet)  ADJUSTED  
 GZ2317  ___________________________________________________________________
 GZ2317  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 GZ2317  DYNAMIC HT  -         212.664 (meters)     697.72  (feet)  COMP
 GZ2317  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 GZ2317
 GZ2317  VERT ORDER  -  FIRST     CLASS II
 GZ2317
 GZ2317.The horizontal coordinates were scaled from a topographic map and have
 GZ2317.an estimated accuracy of +/- 6 seconds.
 GZ2317
 GZ2317.The orthometric height was determined by differential leveling
 GZ2317.and adjusted by the National Geodetic Survey in June 1991..
 GZ2317
 GZ2317.The geoid height was determined by GEOID03.
 GZ2317
 GZ2317.The dynamic height is computed by dividing the NAVD 88
 GZ2317.geopotential number by the normal gravity value computed on the
 GZ2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2317.degrees latitude (g = 980.6199 gals.).
 GZ2317
 GZ2317.The modeled gravity was interpolated from observed gravity values.
 GZ2317
 GZ2317;                    North         East    Units  Estimated Accuracy
 GZ2317;SPC KY1Z     - 1,159,500.    1,480,550.      MT  (+/- 180 meters Scaled)
 GZ2317
 GZ2317                          SUPERSEDED SURVEY CONTROL
 GZ2317
 GZ2317  NGVD 29 (??/??/92)  212.941  (m)          698.62   (f) ADJ UNCH    1 2
 GZ2317
 GZ2317.Superseded values are not recommended for survey control.
 GZ2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2317.See file dsdata.txt to determine how the superseded data were derived.
 GZ2317
 GZ2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG906808(NAD 83)
 GZ2317_MARKER: DB = BENCH MARK DISK
 GZ2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2317_STAMPING: G 6 1921
 GZ2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2317+STABILITY: SURFACE MOTION
 GZ2317
 GZ2317  HISTORY     - Date     Condition        Report By
 GZ2317  HISTORY     - 1921     MONUMENTED       CGS
 GZ2317  HISTORY     - 1953     GOOD             NGS
 GZ2317  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GZ2317  HISTORY     - 19930801 MARK NOT FOUND   KYDT
 GZ2317
 GZ2317                          STATION DESCRIPTION
 GZ2317
 GZ2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GZ2317'1.4 MI N FROM RINEYVILLE.
 GZ2317'1.4 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 GZ2317'AT RINEYVILLE, ABOUT 0.3 MILE SOUTH OF THE BRIDGE OVER OTTER CREEK,
 GZ2317'ABOUT 0.35 MILE NORTH OF MILE POST 40, 29 1/2 FEET EAST OF THE EAST
 GZ2317'RAIL, 33 FEET EAST-SOUTHEAST OF THE CENTER OF THE CROSSING OF A
 GZ2317'PRIVATE ROAD, 9 FEET SOUTH OF THE CENTER OF THE ROAD, 6 FEET NORTHWEST
 GZ2317'OF A LONE 12-INCH WALNUT TREE, 3 1/2 FEET NORTH OF A FENCE CORNER,
 GZ2317'2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF A
 GZ2317'CONCRETE POST ABOUT 2 INCHES UNDER THE GROUND.
 GZ2317
 GZ2317                          STATION RECOVERY (1988)
 GZ2317
 GZ2317'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 GZ2317'MARK NOT FOUND.
 GZ2317
 GZ2317                          STATION RECOVERY (1993)
 GZ2317
 GZ2317'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ2317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2402 ***********************************************************************
 GZ2402  DESIGNATION -  G 60
 GZ2402  PID         -  GZ2402
 GZ2402  STATE/COUNTY-  KY/NELSON
 GZ2402  USGS QUAD   -  NELSONVILLE (1987)
 GZ2402
 GZ2402                         *CURRENT SURVEY CONTROL
 GZ2402  ___________________________________________________________________
 GZ2402* NAD 83(1986)-  37 44 27.     (N)    085 39 21.     (W)     SCALED    
 GZ2402* NAVD 88     -       145.338  (meters)     476.83   (feet)  ADJUSTED  
 GZ2402  ___________________________________________________________________
 GZ2402  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 GZ2402  DYNAMIC HT  -         145.229 (meters)     476.47  (feet)  COMP
 GZ2402  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 GZ2402
 GZ2402  VERT ORDER  -  SECOND    CLASS 0
 GZ2402
 GZ2402.The horizontal coordinates were scaled from a topographic map and have
 GZ2402.an estimated accuracy of +/- 6 seconds.
 GZ2402
 GZ2402.The orthometric height was determined by differential leveling
 GZ2402.and adjusted by the National Geodetic Survey in June 1991..
 GZ2402
 GZ2402.The geoid height was determined by GEOID03.
 GZ2402
 GZ2402.The dynamic height is computed by dividing the NAVD 88
 GZ2402.geopotential number by the normal gravity value computed on the
 GZ2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2402.degrees latitude (g = 980.6199 gals.).
 GZ2402
 GZ2402.The modeled gravity was interpolated from observed gravity values.
 GZ2402
 GZ2402;                    North         East    Units  Estimated Accuracy
 GZ2402;SPC KY1Z     - 1,156,210.    1,508,300.      MT  (+/- 180 meters Scaled)
 GZ2402
 GZ2402                          SUPERSEDED SURVEY CONTROL
 GZ2402
 GZ2402  NGVD 29 (??/??/92)  145.479  (m)          477.29   (f) ADJ UNCH    2 0
 GZ2402
 GZ2402.Superseded values are not recommended for survey control.
 GZ2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2402.See file dsdata.txt to determine how the superseded data were derived.
 GZ2402
 GZ2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG184779(NAD 83)
 GZ2402_MARKER: DB = BENCH MARK DISK
 GZ2402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2402_SP_SET: CULVERT
 GZ2402_STAMPING: G 60 1935
 GZ2402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2402
 GZ2402  HISTORY     - Date     Condition        Report By
 GZ2402  HISTORY     - 1935     MONUMENTED       CGS
 GZ2402  HISTORY     - 1982     GOOD             KYDT
 GZ2402
 GZ2402                          STATION DESCRIPTION
 GZ2402
 GZ2402'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ2402'3.5 MI S FROM BOSTON.
 GZ2402'3.5 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GZ2402'THE STATION AT BOSTON, NELSON COUNTY, 8 RAILS NORTHWEST OF
 GZ2402'MILEPOST L 38, 5 RAILS SOUTH OF A PRIVATE-ROAD CROSSING, 25.1
 GZ2402'FEET WEST OF THE WEST RAIL, IN THE TOP OF A CONCRETE CULVERT, 10
 GZ2402'FEET EAST OF A FENCE LINE, AND ABOUT 12 FEET LOWER THAN THE TOP
 GZ2402'OF THE RAIL.  A STANDARD DISK, STAMPED G 60 1935.
 GZ2402
 GZ2402                          STATION RECOVERY (1982)
 GZ2402
 GZ2402'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1218 ***********************************************************************
 GB1218  DESIGNATION -  G 61
 GB1218  PID         -  GB1218
 GB1218  STATE/COUNTY-  KY/PULASKI
 GB1218  USGS QUAD   -  BURNSIDE (1982)
 GB1218
 GB1218                         *CURRENT SURVEY CONTROL
 GB1218  ___________________________________________________________________
 GB1218* NAD 83(1986)-  36 57 55.     (N)    084 34 52.     (W)     SCALED    
 GB1218* NAVD 88     -       265.631  (meters)     871.49   (feet)  ADJUSTED  
 GB1218  ___________________________________________________________________
 GB1218  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB1218  DYNAMIC HT  -         265.425 (meters)     870.82  (feet)  COMP
 GB1218  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 GB1218
 GB1218  VERT ORDER  -  FIRST     CLASS I
 GB1218
 GB1218.The horizontal coordinates were scaled from a topographic map and have
 GB1218.an estimated accuracy of +/- 6 seconds.
 GB1218
 GB1218.The orthometric height was determined by differential leveling
 GB1218.and adjusted by the National Geodetic Survey in June 1991..
 GB1218.WARNING-Repeat measurements at this control monument indicate possible
 GB1218.vertical movement.
 GB1218
 GB1218.The geoid height was determined by GEOID03.
 GB1218
 GB1218.The dynamic height is computed by dividing the NAVD 88
 GB1218.geopotential number by the normal gravity value computed on the
 GB1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1218.degrees latitude (g = 980.6199 gals.).
 GB1218
 GB1218.The modeled gravity was interpolated from observed gravity values.
 GB1218
 GB1218;                    North         East    Units  Estimated Accuracy
 GB1218;SPC KY1Z     - 1,070,790.    1,604,090.      MT  (+/- 180 meters Scaled)
 GB1218
 GB1218                          SUPERSEDED SURVEY CONTROL
 GB1218
 GB1218  NGVD 29 (??/??/92)  265.803  (m)          872.06   (f) ADJ UNCH    1 1
 GB1218
 GB1218.Superseded values are not recommended for survey control.
 GB1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1218.See file dsdata.txt to determine how the superseded data were derived.
 GB1218
 GB1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF153937(NAD 83)
 GB1218_MARKER: DB = BENCH MARK DISK
 GB1218_SETTING: 66 = SET IN ROCK OUTCROP
 GB1218_SP_SET: ROCK OUTCROP
 GB1218_STAMPING: G 61 1935 872.065
 GB1218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1218+STABILITY: POSITION/ELEVATION WELL
 GB1218
 GB1218  HISTORY     - Date     Condition        Report By
 GB1218  HISTORY     - 1935     MONUMENTED       CGS
 GB1218  HISTORY     - 1968     GOOD             NGS
 GB1218
 GB1218                          STATION DESCRIPTION
 GB1218
 GB1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB1218'2.2 MI SE FROM BURNSIDE.
 GB1218'ABOUT 2.25 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB1218'STATION AT BURNSIDE, 91 FEET EAST OF THE EAST RAIL OF THE EAST
 GB1218'TRACK, SET IN THE TOP OF A ROCK OUTCROP ABOUT LEVEL WITH THE
 GB1218'SURFACE OF THE GROUND, 106 FEET NORTHEAST OF THE CENTER OF A
 GB1218'CROSSING OF THE EAST TRACK AND A PAVED ROAD AT TATEVILLE, 20 FEET
 GB1218'NORTH OF THE CENTERLINE OF THE PAVED ROAD, 49 FEET EAST OF THE
 GB1218'CENTERLINE OF A GRAVELED ROAD, 84 FEET SOUTHEAST OF A TELEPHONE
 GB1218'POLE, 12 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 1.0 FOOT
 GB1218'SOUTHWEST OF A METAL WITNESS POST, AND ABOUT 3 FEET BELOW THE
 GB1218'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2025 ***********************************************************************
 GB2025  DESIGNATION -  G 63
 GB2025  PID         -  GB2025
 GB2025  STATE/COUNTY-  KY/BARREN
 GB2025  USGS QUAD   -  GLASGOW SOUTH (1979)
 GB2025
 GB2025                         *CURRENT SURVEY CONTROL
 GB2025  ___________________________________________________________________
 GB2025* NAD 83(1986)-  36 56 09.     (N)    085 59 16.     (W)     SCALED    
 GB2025* NAVD 88     -       210.352  (meters)     690.13   (feet)  ADJUSTED  
 GB2025  ___________________________________________________________________
 GB2025  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GB2025  DYNAMIC HT  -         210.185 (meters)     689.58  (feet)  COMP
 GB2025  MODELED GRAV-     979,832.8   (mgal)                       NAVD 88
 GB2025
 GB2025  VERT ORDER  -  SECOND    CLASS 0
 GB2025
 GB2025.The horizontal coordinates were scaled from a topographic map and have
 GB2025.an estimated accuracy of +/- 6 seconds.
 GB2025
 GB2025.The orthometric height was determined by differential leveling
 GB2025.and adjusted by the National Geodetic Survey in June 1991..
 GB2025
 GB2025.The geoid height was determined by GEOID03.
 GB2025
 GB2025.The dynamic height is computed by dividing the NAVD 88
 GB2025.geopotential number by the normal gravity value computed on the
 GB2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2025.degrees latitude (g = 980.6199 gals.).
 GB2025
 GB2025.The modeled gravity was interpolated from observed gravity values.
 GB2025
 GB2025;                    North         East    Units  Estimated Accuracy
 GB2025;SPC KY1Z     - 1,066,900.    1,478,820.      MT  (+/- 180 meters Scaled)
 GB2025
 GB2025                          SUPERSEDED SURVEY CONTROL
 GB2025
 GB2025  NGVD 29 (??/??/92)  210.487  (m)          690.57   (f) ADJ UNCH    2 0
 GB2025
 GB2025.Superseded values are not recommended for survey control.
 GB2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2025.See file dsdata.txt to determine how the superseded data were derived.
 GB2025
 GB2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF901882(NAD 83)
 GB2025_MARKER: DB = BENCH MARK DISK
 GB2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2025_STAMPING: G 63 1935
 GB2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2025+STABILITY: SURFACE MOTION
 GB2025
 GB2025  HISTORY     - Date     Condition        Report By
 GB2025  HISTORY     - 1935     MONUMENTED       CGS
 GB2025  HISTORY     - 1948     GOOD             NGS
 GB2025
 GB2025                          STATION DESCRIPTION
 GB2025
 GB2025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GB2025'6.2 MI S FROM GLASGOW.
 GB2025'6.2 MILES SOUTH ALONG U.S. HIGHWAY 31 E FROM THE COURTHOUSE AT
 GB2025'GLASGOW, BARREN COUNTY, 62 FEET WEST OF THE WEST CORNER OF THE
 GB2025'CONCRETE HEADWALL OF A CAST-IRON PIPE CULVERT, 34 FEET SOUTHWEST
 GB2025'OF THE CENTERLINE OF THE DRIVEWAY LEADING TO THE C.J. CARVER
 GB2025'RESIDENCE, 28 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4
 GB2025'FEET SOUTHWEST OF A SMALL BARN, AND ABOUT 2 FEET HIGHER THAN THE
 GB2025'HIGHWAY.  A STANDARD DISK, STAMPED G 63 1935 AND SET IN THE TOP
 GB2025'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1354 ***********************************************************************
 GZ1354  DESIGNATION -  G 64
 GZ1354  PID         -  GZ1354
 GZ1354  STATE/COUNTY-  KY/WASHINGTON
 GZ1354  USGS QUAD   -  BRUSH GROVE (1972)
 GZ1354
 GZ1354                         *CURRENT SURVEY CONTROL
 GZ1354  ___________________________________________________________________
 GZ1354* NAD 83(1993)-  37 45 39.37345(N)    085 14 39.22034(W)     ADJUSTED  
 GZ1354* NAVD 88     -       208.932  (meters)     685.47   (feet)  ADJUSTED  
 GZ1354  ___________________________________________________________________
 GZ1354  X           -     418,593.990 (meters)                     COMP
 GZ1354  Y           -  -5,031,478.239 (meters)                     COMP
 GZ1354  Z           -   3,884,607.830 (meters)                     COMP
 GZ1354  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 GZ1354  ELLIP HEIGHT-         175.44  (meters)          (01/09/97) GPS OBS
 GZ1354  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 GZ1354  DYNAMIC HT  -         208.771 (meters)     684.94  (feet)  COMP
 GZ1354  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 GZ1354
 GZ1354  HORZ ORDER  -  FIRST
 GZ1354  VERT ORDER  -  SECOND    CLASS 0
 GZ1354  ELLP ORDER  -  SECOND    CLASS II
 GZ1354
 GZ1354.The horizontal coordinates were established by GPS observations
 GZ1354.and adjusted by the National Geodetic Survey in January 1997..
 GZ1354
 GZ1354.The orthometric height was determined by differential leveling
 GZ1354.and adjusted by the National Geodetic Survey in June 1991..
 GZ1354
 GZ1354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ1354
 GZ1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1354
 GZ1354.The ellipsoidal height was determined by GPS observations
 GZ1354.and is referenced to NAD 83.
 GZ1354
 GZ1354.The geoid height was determined by GEOID03.
 GZ1354
 GZ1354.The dynamic height is computed by dividing the NAVD 88
 GZ1354.geopotential number by the normal gravity value computed on the
 GZ1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1354.degrees latitude (g = 980.6199 gals.).
 GZ1354
 GZ1354.The modeled gravity was interpolated from observed gravity values.
 GZ1354
 GZ1354;                    North         East     Units Scale Factor Converg.
 GZ1354;SPC KY1Z     - 1,158,559.579 1,544,562.668   MT  0.99990696   +0 18 37.9
 GZ1354;SPC KY1Z     - 3,801,040.89  5,067,452.69   sFT  0.99990696   +0 18 37.9
 GZ1354;SPC KY S     -   658,550.064   544,565.620   MT  0.99997308   +0 18 24.2
 GZ1354;SPC KY S     - 2,160,593.00  1,786,629.04   sFT  0.99997308   +0 18 24.2
 GZ1354;UTM  16      - 4,180,742.393   654,657.287   MT  0.99989461   +1 04 31.4
 GZ1354
 GZ1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1354!SPC KY1Z     -   0.99997247  x   0.99990696  =   0.99987943
 GZ1354!SPC KY S     -   0.99997247  x   0.99997308  =   0.99994555
 GZ1354!UTM  16      -   0.99997247  x   0.99989461  =   0.99986708
 GZ1354
 GZ1354                          SUPERSEDED SURVEY CONTROL
 GZ1354
 GZ1354  NAVD 88 (01/09/97)  208.93   (m)          685.5    (f) LEVELING    3  
 GZ1354  NGVD 29 (??/??/92)  209.083  (m)          685.97   (f) ADJ UNCH    2 0
 GZ1354
 GZ1354.Superseded values are not recommended for survey control.
 GZ1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1354.See file dsdata.txt to determine how the superseded data were derived.
 GZ1354
 GZ1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5465780742(NAD 83)
 GZ1354_MARKER: DB = BENCH MARK DISK
 GZ1354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1354_SP_SET: RETAINING WALL
 GZ1354_STAMPING: G 64 1935
 GZ1354_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1354+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 GZ1354
 GZ1354  HISTORY     - Date     Condition        Report By
 GZ1354  HISTORY     - 1935     MONUMENTED       CGS
 GZ1354  HISTORY     - 1950     GOOD             NGS
 GZ1354  HISTORY     - 19951201 GOOD             LOWE
 GZ1354  HISTORY     - 20010919 GOOD             KYDT
 GZ1354
 GZ1354                          STATION DESCRIPTION
 GZ1354
 GZ1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1354'6.3 MI NW FROM SPRINGFIELD.
 GZ1354'5.9 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE COUNTY
 GZ1354'COURTHOUSE AT SPRINGFIELD, WASHINGTON COUNTY, THENCE 0.4 MILE
 GZ1354'NORTHEAST ALONG THE POORTOWN ROAD, 0.2 MILE SOUTHWEST OF THE
 GZ1354'HUNTER GOATLEY HOUSE, AT THE SOUTH CORNER OF THE GOATLEY
 GZ1354'PROPERTY, 45 FEET NORTHWEST OF THE SOUTHEAST FENCE, 15 FEET
 GZ1354'NORTHEAST OF THE SOUTHWEST FENCE, AND IN THE TOP OF THE EAST
 GZ1354'CORNER OF THE CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED
 GZ1354'G 64 1935.
 GZ1354
 GZ1354                          STATION RECOVERY (1995)
 GZ1354
 GZ1354'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GZ1354'RECOVERED AS DESCRIBED.
 GZ1354
 GZ1354                          STATION RECOVERY (2001)
 GZ1354
 GZ1354'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (PS)
 GZ1354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0123 ***********************************************************************
 HB0123  DESIGNATION -  G 64 X
 HB0123  PID         -  HB0123
 HB0123  STATE/COUNTY-  KY/CRITTENDEN
 HB0123  USGS QUAD   -  MARION (1954)
 HB0123
 HB0123                         *CURRENT SURVEY CONTROL
 HB0123  ___________________________________________________________________
 HB0123* NAD 83(1986)-  37 19 50.     (N)    088 04 38.     (W)     SCALED    
 HB0123* NAVD 88     -       180.908  (meters)     593.53   (feet)  ADJUSTED  
 HB0123  ___________________________________________________________________
 HB0123  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 HB0123  DYNAMIC HT  -         180.775 (meters)     593.09  (feet)  COMP
 HB0123  MODELED GRAV-     979,891.7   (mgal)                       NAVD 88
 HB0123
 HB0123  VERT ORDER  -  FIRST     CLASS II
 HB0123
 HB0123.The horizontal coordinates were scaled from a topographic map and have
 HB0123.an estimated accuracy of +/- 6 seconds.
 HB0123
 HB0123.The orthometric height was determined by differential leveling
 HB0123.and adjusted by the National Geodetic Survey in June 1991..
 HB0123.WARNING-Repeat measurements at this control monument indicate possible
 HB0123.vertical movement.
 HB0123
 HB0123.The geoid height was determined by GEOID03.
 HB0123
 HB0123.The dynamic height is computed by dividing the NAVD 88
 HB0123.geopotential number by the normal gravity value computed on the
 HB0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0123.degrees latitude (g = 980.6199 gals.).
 HB0123
 HB0123.The modeled gravity was interpolated from observed gravity values.
 HB0123
 HB0123;                    North         East    Units  Estimated Accuracy
 HB0123;SPC KY1Z     - 1,113,250.    1,293,780.      MT  (+/- 180 meters Scaled)
 HB0123
 HB0123                          SUPERSEDED SURVEY CONTROL
 HB0123
 HB0123  NGVD 29 (??/??/??)  180.970  (m)          593.73   (f) ADJUSTED    1 2
 HB0123
 HB0123.Superseded values are not recommended for survey control.
 HB0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0123.See file dsdata.txt to determine how the superseded data were derived.
 HB0123
 HB0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG045320(NAD 83)
 HB0123_MARKER: DB = BENCH MARK DISK
 HB0123_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HB0123_SP_SET: RETAINING WALL
 HB0123_STAMPING: G 64 X 1935
 HB0123_MARK LOGO: CGS   
 HB0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0123+STABILITY: SURFACE MOTION
 HB0123
 HB0123  HISTORY     - Date     Condition        Report By
 HB0123  HISTORY     - 1935     MONUMENTED       CGS
 HB0123  HISTORY     - 1949     GOOD             CGS
 HB0123  HISTORY     - 1985     GOOD             NGS
 HB0123  HISTORY     - 20000121 GOOD             WOOLPT
 HB0123
 HB0123                          STATION DESCRIPTION
 HB0123
 HB0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0123'AT MARION.
 HB0123'AT MARION, CRITTENDEN COUNTY, ABOUT 125 FEET WEST OF THE ILLINOIS
 HB0123'CENTRAL RAILROAD STATION, ABOUT 110 FEET WEST OF THE WEST RAIL
 HB0123'OF A SIDING, IN FRONT OF 320 EAST DEPOT STREET, IN THE TOP OF THE
 HB0123'RETAINING WALL OF THE LAWN, 48 FEET WEST OF THE NORTHWEST CORNER
 HB0123'OF THE MRS. ABIE MORRIS STORE, 40 FEET NORTHEAST OF THE NORTHEAST
 HB0123'CORNER OF THE C.R. DUVALL RESIDENCE, 32 FEET SOUTH OF THE CENTER
 HB0123'LINE OF A HIGHWAY, 2.1 FEET WEST OF THE HOUSE STEPS, AND ABOUT
 HB0123'1-1/2 FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED
 HB0123'G 64 1935.
 HB0123
 HB0123                          STATION RECOVERY (1985)
 HB0123
 HB0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0123'RECOVERED IN GOOD CONDITION.
 HB0123
 HB0123                          STATION RECOVERY (2000)
 HB0123
 HB0123'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 HB0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2038 ***********************************************************************
 GY2038  DESIGNATION -  G 65
 GY2038  PID         -  GY2038
 GY2038  STATE/COUNTY-  KY/LESLIE
 GY2038  USGS QUAD   -  HYDEN EAST (1980)
 GY2038
 GY2038                         *CURRENT SURVEY CONTROL
 GY2038  ___________________________________________________________________
 GY2038* NAD 83(1986)-  37 08 39.     (N)    083 20 26.     (W)     SCALED    
 GY2038* NAVD 88     -       363.452  (meters)    1192.43   (feet)  ADJUSTED  
 GY2038  ___________________________________________________________________
 GY2038  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GY2038  DYNAMIC HT  -         363.164 (meters)    1191.48  (feet)  COMP
 GY2038  MODELED GRAV-     979,827.2   (mgal)                       NAVD 88
 GY2038
 GY2038  VERT ORDER  -  SECOND    CLASS 0
 GY2038
 GY2038.The horizontal coordinates were scaled from a topographic map and have
 GY2038.an estimated accuracy of +/- 6 seconds.
 GY2038
 GY2038.The orthometric height was determined by differential leveling
 GY2038.and adjusted by the National Geodetic Survey in June 1991..
 GY2038
 GY2038.The geoid height was determined by GEOID03.
 GY2038
 GY2038.The dynamic height is computed by dividing the NAVD 88
 GY2038.geopotential number by the normal gravity value computed on the
 GY2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2038.degrees latitude (g = 980.6199 gals.).
 GY2038
 GY2038.The modeled gravity was interpolated from observed gravity values.
 GY2038
 GY2038;                    North         East    Units  Estimated Accuracy
 GY2038;SPC KY1Z     - 1,092,750.    1,714,040.      MT  (+/- 180 meters Scaled)
 GY2038
 GY2038                          SUPERSEDED SURVEY CONTROL
 GY2038
 GY2038  NGVD 29 (??/??/92)  363.621  (m)         1192.98   (f) ADJ UNCH    2 0
 GY2038
 GY2038.Superseded values are not recommended for survey control.
 GY2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2038.See file dsdata.txt to determine how the superseded data were derived.
 GY2038
 GY2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB921134(NAD 83)
 GY2038_MARKER: DB = BENCH MARK DISK
 GY2038_SETTING: 66 = SET IN ROCK OUTCROP
 GY2038_SP_SET: BOULDER
 GY2038_STAMPING: G 65 1935 1192.980
 GY2038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2038+STABILITY: POSITION/ELEVATION WELL
 GY2038
 GY2038  HISTORY     - Date     Condition        Report By
 GY2038  HISTORY     - 1935     MONUMENTED       CGS
 GY2038  HISTORY     - 1957     POOR             NGS
 GY2038  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2038  HISTORY     - 19960610 MARK NOT FOUND   KYDT
 GY2038
 GY2038                          STATION DESCRIPTION
 GY2038
 GY2038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2038'2.4 MI NE FROM HYDEN.
 GY2038'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM THE COURT
 GY2038'HOUSE AT HYDEN, 2.0 MILES NORTHEAST OF THE WEST END OF BRIDGE
 GY2038'OVER MIDDLE FORK OF KENTUCKY RIVER, ON THE INSIDE OF A SHARP
 GY2038'CURVE, ON THE EAST SIDE OF SMALL STREAM, 100 YARDS SOUTH OF THE
 GY2038'CHURCH OF CHRIST, SOUTHWEST AND ACROSS HIGHWAY FROM STONE
 GY2038'RETAINING WALL AROUND YARD OF A HOUSE, 35 FEET SOUTH OF THE
 GY2038'CENTER LINE OF HIGHWAY, SET IN THE TOP OF A LARGE BOULDER, AND
 GY2038'20 FEET NORTH OF ANOTHER LARGE BOULDER, AND ABOUT 5 FEET BELOW
 GY2038'LEVEL OF HIGHWAY.
 GY2038
 GY2038                          STATION RECOVERY (1977)
 GY2038
 GY2038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2038'MARK NOT FOUND.
 GY2038
 GY2038                          STATION RECOVERY (1996)
 GY2038
 GY2038'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1006 ***********************************************************************
 GC1006  DESIGNATION -  G 66
 GC1006  PID         -  GC1006
 GC1006  STATE/COUNTY-  KY/SIMPSON
 GC1006  USGS QUAD   -  WOODBURN (1979)
 GC1006
 GC1006                         *CURRENT SURVEY CONTROL
 GC1006  ___________________________________________________________________
 GC1006* NAD 83(1986)-  36 45 40.     (N)    086 34 08.     (W)     SCALED    
 GC1006* NAVD 88     -       213.098  (meters)     699.14   (feet)  ADJUSTED  
 GC1006  ___________________________________________________________________
 GC1006  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 GC1006  DYNAMIC HT  -         212.922 (meters)     698.56  (feet)  COMP
 GC1006  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 GC1006
 GC1006  VERT ORDER  -  SECOND    CLASS 0
 GC1006
 GC1006.The horizontal coordinates were scaled from a topographic map and have
 GC1006.an estimated accuracy of +/- 6 seconds.
 GC1006
 GC1006.The orthometric height was determined by differential leveling
 GC1006.and adjusted by the National Geodetic Survey in June 1991..
 GC1006
 GC1006.The geoid height was determined by GEOID03.
 GC1006
 GC1006.The dynamic height is computed by dividing the NAVD 88
 GC1006.geopotential number by the normal gravity value computed on the
 GC1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1006.degrees latitude (g = 980.6199 gals.).
 GC1006
 GC1006.The modeled gravity was interpolated from observed gravity values.
 GC1006
 GC1006;                    North         East    Units  Estimated Accuracy
 GC1006;SPC KY1Z     - 1,047,800.    1,426,880.      MT  (+/- 180 meters Scaled)
 GC1006
 GC1006                          SUPERSEDED SURVEY CONTROL
 GC1006
 GC1006  NGVD 29 (??/??/92)  213.203  (m)          699.48   (f) ADJ UNCH    2 0
 GC1006
 GC1006.Superseded values are not recommended for survey control.
 GC1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1006.See file dsdata.txt to determine how the superseded data were derived.
 GC1006
 GC1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF384684(NAD 83)
 GC1006_MARKER: DB = BENCH MARK DISK
 GC1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1006_STAMPING: G 66 1935
 GC1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1006+STABILITY: SURFACE MOTION
 GC1006
 GC1006  HISTORY     - Date     Condition        Report By
 GC1006  HISTORY     - 1935     MONUMENTED       CGS
 GC1006  HISTORY     - 1951     POOR             USGS
 GC1006  HISTORY     - 20030709 MARK NOT FOUND   KYDT
 GC1006
 GC1006                          STATION DESCRIPTION
 GC1006
 GC1006'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GC1006'1.3 MI S FROM SALMON.
 GC1006'1.3 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1006'FROM THE STATION AT SALMON, SIMPSON COUNTY, 52 YARDS SOUTH
 GC1006'OF SEMAPHORE 131.2, AT A DIRT-ROAD CROSSING, 26 FEET WEST OF THE
 GC1006'WEST RAIL, 11 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 6 FEET
 GC1006'EAST OF A FENCE, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 GC1006'RAIL.  A STANDARD DISK, STAMPED G 66 1935 AND SET IN THE TOP
 GC1006'OF A CONCRETE POST.  NOTE-- MARK HAS BEEN DISTURBED AND IS NO
 GC1006'LONGER FIT FOR USE FOR ENGINEERING PURPOSES.  USE WITH CAUTION.
 GC1006
 GC1006                          STATION RECOVERY (2003)
 GC1006
 GC1006'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1395 ***********************************************************************
 GZ1395  DESIGNATION -  G 67
 GZ1395  PID         -  GZ1395
 GZ1395  STATE/COUNTY-  KY/MARION
 GZ1395  USGS QUAD   -  GRAVEL SWITCH (1953)
 GZ1395
 GZ1395                         *CURRENT SURVEY CONTROL
 GZ1395  ___________________________________________________________________
 GZ1395* NAD 83(1986)-  37 34 43.     (N)    085 03 08.     (W)     SCALED    
 GZ1395* NAVD 88     -       278.955  (meters)     915.20   (feet)  ADJUSTED  
 GZ1395  ___________________________________________________________________
 GZ1395  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GZ1395  DYNAMIC HT  -         278.736 (meters)     914.49  (feet)  COMP
 GZ1395  MODELED GRAV-     979,840.0   (mgal)                       NAVD 88
 GZ1395
 GZ1395  VERT ORDER  -  SECOND    CLASS 0
 GZ1395
 GZ1395.The horizontal coordinates were scaled from a topographic map and have
 GZ1395.an estimated accuracy of +/- 6 seconds.
 GZ1395
 GZ1395.The orthometric height was determined by differential leveling
 GZ1395.and adjusted by the National Geodetic Survey in June 1991..
 GZ1395
 GZ1395.The geoid height was determined by GEOID03.
 GZ1395
 GZ1395.The dynamic height is computed by dividing the NAVD 88
 GZ1395.geopotential number by the normal gravity value computed on the
 GZ1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1395.degrees latitude (g = 980.6199 gals.).
 GZ1395
 GZ1395.The modeled gravity was interpolated from observed gravity values.
 GZ1395
 GZ1395;                    North         East    Units  Estimated Accuracy
 GZ1395;SPC KY1Z     - 1,138,440.    1,561,630.      MT  (+/- 180 meters Scaled)
 GZ1395
 GZ1395                          SUPERSEDED SURVEY CONTROL
 GZ1395
 GZ1395  NGVD 29 (??/??/92)  279.095  (m)          915.66   (f) ADJ UNCH    2 0
 GZ1395
 GZ1395.Superseded values are not recommended for survey control.
 GZ1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1395.See file dsdata.txt to determine how the superseded data were derived.
 GZ1395
 GZ1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG719608(NAD 83)
 GZ1395_MARKER: DB = BENCH MARK DISK
 GZ1395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1395_SP_SET: CONCRETE WELL CURB
 GZ1395_STAMPING: G 67 1935
 GZ1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1395
 GZ1395  HISTORY     - Date     Condition        Report By
 GZ1395  HISTORY     - 1935     MONUMENTED       CGS
 GZ1395  HISTORY     - 1951     GOOD             NGS
 GZ1395  HISTORY     - 1983     MARK NOT FOUND   KYDT
 GZ1395
 GZ1395                          STATION DESCRIPTION
 GZ1395
 GZ1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1395'AT GRAVEL SWITCH.
 GZ1395'AT GRAVEL SWITCH, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD,
 GZ1395'182 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF THE TRACK
 GZ1395'AND STATE HIGHWAY 243, 45 YARDS NORTH-NORTHEAST AND ACROSS TRACK
 GZ1395'FROM THE NORTH CORNER OF STATION, 10.8 FEET NORTHWEST OF THE
 GZ1395'NORTHWEST RAIL, SET IN THE TOP OF CIRCULAR CONCRETE WELL CURBING,
 GZ1395'4 FEET SOUTH OF THE CENTER OF THE PUMP AND ABOUT 1 FOOT BELOW THE
 GZ1395'TRACK.  NOTE-- MARK IS COVERED WITH CINDERS AND ROCKS FROM
 GZ1395'RAILROAD FILL.
 GZ1395
 GZ1395                          STATION RECOVERY (1983)
 GZ1395
 GZ1395'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1157 ***********************************************************************
 GZ1157  DESIGNATION -  G 68
 GZ1157  PID         -  GZ1157
 GZ1157  STATE/COUNTY-  KY/ANDERSON
 GZ1157  USGS QUAD   -  MC BRAYER (1967)
 GZ1157
 GZ1157                         *CURRENT SURVEY CONTROL
 GZ1157  ___________________________________________________________________
 GZ1157* NAD 83(1986)-  37 58 31.     (N)    084 53 08.     (W)     SCALED    
 GZ1157* NAVD 88     -       253.645  (meters)     832.17   (feet)  ADJUSTED  
 GZ1157  ___________________________________________________________________
 GZ1157  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 GZ1157  DYNAMIC HT  -         253.458 (meters)     831.55  (feet)  COMP
 GZ1157  MODELED GRAV-     979,884.0   (mgal)                       NAVD 88
 GZ1157
 GZ1157  VERT ORDER  -  SECOND    CLASS 0
 GZ1157
 GZ1157.The horizontal coordinates were scaled from a topographic map and have
 GZ1157.an estimated accuracy of +/- 6 seconds.
 GZ1157
 GZ1157.The orthometric height was determined by differential leveling
 GZ1157.and adjusted by the National Geodetic Survey in June 1991..
 GZ1157
 GZ1157.The geoid height was determined by GEOID03.
 GZ1157
 GZ1157.The dynamic height is computed by dividing the NAVD 88
 GZ1157.geopotential number by the normal gravity value computed on the
 GZ1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1157.degrees latitude (g = 980.6199 gals.).
 GZ1157
 GZ1157.The modeled gravity was interpolated from observed gravity values.
 GZ1157
 GZ1157;                    North         East    Units  Estimated Accuracy
 GZ1157;SPC KY1Z     - 1,182,580.    1,575,940.      MT  (+/- 180 meters Scaled)
 GZ1157
 GZ1157                          SUPERSEDED SURVEY CONTROL
 GZ1157
 GZ1157  NGVD 29 (??/??/92)  253.785  (m)          832.63   (f) ADJ UNCH    2 0
 GZ1157
 GZ1157.Superseded values are not recommended for survey control.
 GZ1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1157.See file dsdata.txt to determine how the superseded data were derived.
 GZ1157
 GZ1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH857051(NAD 83)
 GZ1157_MARKER: DB = BENCH MARK DISK
 GZ1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1157_STAMPING: G 68 1935
 GZ1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1157+STABILITY: SURFACE MOTION
 GZ1157
 GZ1157  HISTORY     - Date     Condition        Report By
 GZ1157  HISTORY     - 1935     MONUMENTED       CGS
 GZ1157  HISTORY     - 1952     MARK NOT FOUND   USGS
 GZ1157
 GZ1157                          STATION DESCRIPTION
 GZ1157
 GZ1157'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GZ1157'4.3 MI S FROM LAWRENCEBURG.
 GZ1157'4.3 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GZ1157'LAWRENCEBURG, ANDERSON COUNTY, 0.1 MILE NORTH OF THE MC BRAYER
 GZ1157'STATION, AT THE FIRST ROAD CROSSING NORTH OF THE STATION, 41.4
 GZ1157'FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 25.9 FEET EAST
 GZ1157'OF THE EAST RAIL, 10 FEET NORTHWEST OF A MAPLE TREE IN A LAWN,
 GZ1157'AND 2 FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED G 68
 GZ1157'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 GZ1157'ABOVE GROUND.  NOTE-- HAS BEEN COVERED OVER WITH FROM 3 TO 6
 GZ1157'INCHES OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0821 ***********************************************************************
 HA0821  DESIGNATION -  G 69
 HA0821  PID         -  HA0821
 HA0821  STATE/COUNTY-  KY/CHRISTIAN
 HA0821  USGS QUAD   -  CROFTON (1969)
 HA0821
 HA0821                         *CURRENT SURVEY CONTROL
 HA0821  ___________________________________________________________________
 HA0821* NAD 83(1986)-  37 06 12.     (N)    087 28 48.     (W)     SCALED    
 HA0821* NAVD 88     -       153.439  (meters)     503.41   (feet)  ADJUSTED  
 HA0821  ___________________________________________________________________
 HA0821  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HA0821  DYNAMIC HT  -         153.322 (meters)     503.02  (feet)  COMP
 HA0821  MODELED GRAV-     979,867.8   (mgal)                       NAVD 88
 HA0821
 HA0821  VERT ORDER  -  SECOND    CLASS 0
 HA0821
 HA0821.The horizontal coordinates were scaled from a topographic map and have
 HA0821.an estimated accuracy of +/- 6 seconds.
 HA0821
 HA0821.The orthometric height was determined by differential leveling
 HA0821.and adjusted by the National Geodetic Survey in June 1991..
 HA0821
 HA0821.The geoid height was determined by GEOID03.
 HA0821
 HA0821.The dynamic height is computed by dividing the NAVD 88
 HA0821.geopotential number by the normal gravity value computed on the
 HA0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0821.degrees latitude (g = 980.6199 gals.).
 HA0821
 HA0821.The modeled gravity was interpolated from observed gravity values.
 HA0821
 HA0821;                    North         East    Units  Estimated Accuracy
 HA0821;SPC KY1Z     - 1,086,880.    1,346,230.      MT  (+/- 180 meters Scaled)
 HA0821
 HA0821                          SUPERSEDED SURVEY CONTROL
 HA0821
 HA0821  NGVD 29 (??/??/92)  153.516  (m)          503.66   (f) ADJ UNCH    2 0
 HA0821
 HA0821.Superseded values are not recommended for survey control.
 HA0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0821.See file dsdata.txt to determine how the superseded data were derived.
 HA0821
 HA0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG573064(NAD 83)
 HA0821_MARKER: DB = BENCH MARK DISK
 HA0821_SETTING: 66 = SET IN ROCK OUTCROP
 HA0821_SP_SET: ROCK OUTCROP
 HA0821_STAMPING: G 69 1935
 HA0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0821+STABILITY: POSITION/ELEVATION WELL
 HA0821
 HA0821  HISTORY     - Date     Condition        Report By
 HA0821  HISTORY     - 1935     MONUMENTED       CGS
 HA0821
 HA0821                          STATION DESCRIPTION
 HA0821
 HA0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0821'2.3 MI S FROM MANNINGTON.
 HA0821'2.3 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HA0821'THE STATION AT MANNINGTON, CHRISTIAN COUNTY, 0.4 MILE NORTH OF
 HA0821'MILEPOST 256, 67.7 FEET NORTHWEST OF A SWITCH FROG, 61.3 FEET
 HA0821'SOUTHWEST OF SIGNAL TOWER 257+2 32.6 FEET SOUTHWEST OF THE NORTH
 HA0821'POINT OF A SIDING SWITCH, 16.8 FEET WEST OF THE WEST RAIL, AND
 HA0821'IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED G 69
 HA0821'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1192 ***********************************************************************
 GC1192  DESIGNATION -  G 70
 GC1192  PID         -  GC1192
 GC1192  STATE/COUNTY-  KY/TODD
 GC1192  USGS QUAD   -  ELKTON (1982)
 GC1192
 GC1192                         *CURRENT SURVEY CONTROL
 GC1192  ___________________________________________________________________
 GC1192* NAD 83(1986)-  36 48 34.     (N)    087 09 10.     (W)     SCALED    
 GC1192* NAVD 88     -       190.286  (meters)     624.30   (feet)  ADJUSTED  
 GC1192  ___________________________________________________________________
 GC1192  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC1192  DYNAMIC HT  -         190.134 (meters)     623.80  (feet)  COMP
 GC1192  MODELED GRAV-     979,827.2   (mgal)                       NAVD 88
 GC1192
 GC1192  VERT ORDER  -  FIRST     CLASS I
 GC1192
 GC1192.The horizontal coordinates were scaled from a topographic map and have
 GC1192.an estimated accuracy of +/- 6 seconds.
 GC1192
 GC1192.The orthometric height was determined by differential leveling
 GC1192.and adjusted by the National Geodetic Survey in June 1991..
 GC1192
 GC1192.The geoid height was determined by GEOID03.
 GC1192
 GC1192.The dynamic height is computed by dividing the NAVD 88
 GC1192.geopotential number by the normal gravity value computed on the
 GC1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1192.degrees latitude (g = 980.6199 gals.).
 GC1192
 GC1192.The modeled gravity was interpolated from observed gravity values.
 GC1192
 GC1192;                    North         East    Units  Estimated Accuracy
 GC1192;SPC KY1Z     - 1,053,780.    1,374,820.      MT  (+/- 180 meters Scaled)
 GC1192
 GC1192                          SUPERSEDED SURVEY CONTROL
 GC1192
 GC1192  NGVD 29 (??/??/92)  190.364  (m)          624.55   (f) ADJ UNCH    1 1
 GC1192
 GC1192.Superseded values are not recommended for survey control.
 GC1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1192.See file dsdata.txt to determine how the superseded data were derived.
 GC1192
 GC1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF863737(NAD 83)
 GC1192_MARKER: DB = BENCH MARK DISK
 GC1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1192_STAMPING: G 70 1935
 GC1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1192+STABILITY: SURFACE MOTION
 GC1192
 GC1192  HISTORY     - Date     Condition        Report By
 GC1192  HISTORY     - 1935     MONUMENTED       CGS
 GC1192  HISTORY     - 1968     GOOD             NGS
 GC1192
 GC1192                          STATION DESCRIPTION
 GC1192
 GC1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1192'NEAR ELKTON.
 GC1192'ABOUT 0.05 MILE EAST ALONG EAST MAIN STREET WHICH IS U.S. HIGHWAY
 GC1192'68 AND STATE HIGHWAY 80 FROM THE TODD COUNTY COURTHOUSE AT
 GC1192'ELKTON, 29 1/2 FEET SOUTH OF THE CENTERLINE OF THE STREET, 27 1/2
 GC1192'FEET NORTH OF THE NORTHEAST CORNER OF THE PETRIE MEMORIAL
 GC1192'METHODIST CHURCH AND IN LINE WITH THE EAST WALL OF THE
 GC1192'CHURCH, 3 FEET NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK,
 GC1192'10 FEET EAST OF THE EAST EDGE OF A CONCRETE WALKWAY, ABOUT 1/2
 GC1192'FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN THE TOP OF A
 GC1192'CONCRETE POST ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0770 ***********************************************************************
 HA0770  DESIGNATION -  G 71
 HA0770  PID         -  HA0770
 HA0770  STATE/COUNTY-  KY/MUHLENBERG
 HA0770  USGS QUAD   -  DRAKESBORO (1982)
 HA0770
 HA0770                         *CURRENT SURVEY CONTROL
 HA0770  ___________________________________________________________________
 HA0770* NAD 83(1986)-  37 13 07.     (N)    087 02 43.     (W)     SCALED    
 HA0770* NAVD 88     -       122.533  (meters)     402.01   (feet)  ADJUSTED  
 HA0770  ___________________________________________________________________
 HA0770  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 HA0770  DYNAMIC HT  -         122.440 (meters)     401.71  (feet)  COMP
 HA0770  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 HA0770
 HA0770  VERT ORDER  -  SECOND    CLASS 0
 HA0770
 HA0770.The horizontal coordinates were scaled from a topographic map and have
 HA0770.an estimated accuracy of +/- 6 seconds.
 HA0770
 HA0770.The orthometric height was determined by differential leveling
 HA0770.and adjusted by the National Geodetic Survey in June 1991..
 HA0770
 HA0770.The geoid height was determined by GEOID03.
 HA0770
 HA0770.The dynamic height is computed by dividing the NAVD 88
 HA0770.geopotential number by the normal gravity value computed on the
 HA0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0770.degrees latitude (g = 980.6199 gals.).
 HA0770
 HA0770.The modeled gravity was interpolated from observed gravity values.
 HA0770
 HA0770;                    North         East    Units  Estimated Accuracy
 HA0770;SPC KY1Z     - 1,099,050.    1,385,040.      MT  (+/- 180 meters Scaled)
 HA0770
 HA0770                          SUPERSEDED SURVEY CONTROL
 HA0770
 HA0770  NGVD 29 (??/??/92)  122.649  (m)          402.39   (f) ADJ UNCH    2 0
 HA0770
 HA0770.Superseded values are not recommended for survey control.
 HA0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0770.See file dsdata.txt to determine how the superseded data were derived.
 HA0770
 HA0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG959191(NAD 83)
 HA0770_MARKER: DB = BENCH MARK DISK
 HA0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0770_STAMPING: G 71 1935
 HA0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0770+STABILITY: SURFACE MOTION
 HA0770
 HA0770  HISTORY     - Date     Condition        Report By
 HA0770  HISTORY     - 1935     MONUMENTED       CGS
 HA0770  HISTORY     - 1943     GOOD             NGS
 HA0770
 HA0770                          STATION DESCRIPTION
 HA0770
 HA0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0770'AT DRAKESBORO.
 HA0770'AT DRAKESBORO, MUHLENBERG COUNTY, 57.6 FEET SOUTHWEST OF THE
 HA0770'CENTERLINE OF THE LOUISVILLE AND NASHVILLE RAILROAD MAIN TRACK,
 HA0770'IN THE NORTH ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 75
 HA0770'AND 176, 161 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 HA0770'75, 27 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 176,
 HA0770'13.5 FEET NORTH OF THE CENTER OF A 1-1/2 FOOT CONCRETE-PIPE
 HA0770'CULVERT, 1.7 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 HA0770'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HA0770'G 71 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 HA0770'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0577 ***********************************************************************
 HA0577  DESIGNATION -  G 72
 HA0577  PID         -  HA0577
 HA0577  STATE/COUNTY-  KY/DAVIESS
 HA0577  USGS QUAD   -  UTICA (1983)
 HA0577
 HA0577                         *CURRENT SURVEY CONTROL
 HA0577  ___________________________________________________________________
 HA0577* NAD 83(1986)-  37 34 04.     (N)    087 06 04.     (W)     SCALED    
 HA0577* NAVD 88     -       132.836  (meters)     435.81   (feet)  ADJUSTED  
 HA0577  ___________________________________________________________________
 HA0577  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HA0577  DYNAMIC HT  -         132.742 (meters)     435.50  (feet)  COMP
 HA0577  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 HA0577
 HA0577  VERT ORDER  -  SECOND    CLASS 0
 HA0577
 HA0577.The horizontal coordinates were scaled from a topographic map and have
 HA0577.an estimated accuracy of +/- 6 seconds.
 HA0577
 HA0577.The orthometric height was determined by differential leveling
 HA0577.and adjusted by the National Geodetic Survey in June 1991..
 HA0577
 HA0577.The geoid height was determined by GEOID03.
 HA0577
 HA0577.The dynamic height is computed by dividing the NAVD 88
 HA0577.geopotential number by the normal gravity value computed on the
 HA0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0577.degrees latitude (g = 980.6199 gals.).
 HA0577
 HA0577.The modeled gravity was interpolated from observed gravity values.
 HA0577
 HA0577;                    North         East    Units  Estimated Accuracy
 HA0577;SPC KY1Z     - 1,137,870.    1,380,650.      MT  (+/- 180 meters Scaled)
 HA0577
 HA0577                          SUPERSEDED SURVEY CONTROL
 HA0577
 HA0577  NGVD 29 (??/??/92)  132.939  (m)          436.15   (f) ADJ UNCH    2 0
 HA0577
 HA0577.Superseded values are not recommended for survey control.
 HA0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0577.See file dsdata.txt to determine how the superseded data were derived.
 HA0577
 HA0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG910578(NAD 83)
 HA0577_MARKER: DB = BENCH MARK DISK
 HA0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0577_STAMPING: G 72 1935
 HA0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0577+STABILITY: SURFACE MOTION
 HA0577
 HA0577  HISTORY     - Date     Condition        Report By
 HA0577  HISTORY     - 1935     MONUMENTED       CGS
 HA0577  HISTORY     - 1953     POOR             USGS
 HA0577
 HA0577                          STATION DESCRIPTION
 HA0577
 HA0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0577'AT LIVIA.
 HA0577'AT LIVIA, DAVIESS COUNTY, ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 HA0577'2.5 FEET NORTHWEST OF THE NORTH CORNER OF THE STATION, 13 RAILS
 HA0577'NORTHWEST OF MILEPOST 200, 10 RAILS SOUTHEAST OF THE CROSSING OF A
 HA0577'DIRT ROAD, 12.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 10 INCHES
 HA0577'SOUTHWEST OF A STEP LEADING TO THE STATION PLATFORM, AND ABOUT 1/2
 HA0577'FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED G 72 1935 AND
 HA0577'SET IN THE TOP OF A CONCRETE POST.
 HA0577
 HA0577                          STATION RECOVERY (1953)
 HA0577
 HA0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 HA0577'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0311 ***********************************************************************
 HA0311  DESIGNATION -  G 73
 HA0311  PID         -  HA0311
 HA0311  STATE/COUNTY-  KY/BUTLER
 HA0311  USGS QUAD   -  CROMWELL (1971)
 HA0311
 HA0311                         *CURRENT SURVEY CONTROL
 HA0311  ___________________________________________________________________
 HA0311* NAD 83(1986)-  37 18 14.     (N)    086 46 57.     (W)     SCALED    
 HA0311* NAVD 88     -       136.637  (meters)     448.28   (feet)  ADJUSTED  
 HA0311  ___________________________________________________________________
 HA0311  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HA0311  DYNAMIC HT  -         136.534 (meters)     447.95  (feet)  COMP
 HA0311  MODELED GRAV-     979,875.0   (mgal)                       NAVD 88
 HA0311
 HA0311  VERT ORDER  -  SECOND    CLASS 0
 HA0311
 HA0311.The horizontal coordinates were scaled from a topographic map and have
 HA0311.an estimated accuracy of +/- 6 seconds.
 HA0311
 HA0311.The orthometric height was determined by differential leveling
 HA0311.and adjusted by the National Geodetic Survey in June 1991..
 HA0311
 HA0311.The geoid height was determined by GEOID03.
 HA0311
 HA0311.The dynamic height is computed by dividing the NAVD 88
 HA0311.geopotential number by the normal gravity value computed on the
 HA0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0311.degrees latitude (g = 980.6199 gals.).
 HA0311
 HA0311.The modeled gravity was interpolated from observed gravity values.
 HA0311
 HA0311;                    North         East    Units  Estimated Accuracy
 HA0311;SPC KY1Z     - 1,108,220.    1,408,470.      MT  (+/- 180 meters Scaled)
 HA0311
 HA0311                          SUPERSEDED SURVEY CONTROL
 HA0311
 HA0311  NGVD 29 (??/??/92)  136.750  (m)          448.65   (f) ADJ UNCH    2 0
 HA0311
 HA0311.Superseded values are not recommended for survey control.
 HA0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0311.See file dsdata.txt to determine how the superseded data were derived.
 HA0311
 HA0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG192286(NAD 83)
 HA0311_MARKER: DB = BENCH MARK DISK
 HA0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0311_STAMPING: G 73 1935
 HA0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0311+STABILITY: SURFACE MOTION
 HA0311
 HA0311  HISTORY     - Date     Condition        Report By
 HA0311  HISTORY     - 1935     MONUMENTED       CGS
 HA0311  HISTORY     - 1940     GOOD             NGS
 HA0311
 HA0311                          STATION DESCRIPTION
 HA0311
 HA0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HA0311'1.6 MI NW FROM LOGANSPORT.
 HA0311'IN BUTLER COUNTY, 1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 231 FROM
 HA0311'THE POST OFFICE AT LOGANSPORT, BUTLER COUNTY, 3.0 MILES SOUTHEAST
 HA0311'OF THE POST OFFICE AT CROMWELL, OHIO COUNTY, 1.5 MILES SOUTH OF
 HA0311'THE GREEN RIVER FERRY, 36.5 FEET SOUTHEAST OF A DRIVE LEADING TO THE
 HA0311'J.D. CRAGON HOUSE, 33.3 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HA0311'HIGHWAY, 25.7 FEET NORTH OF A 20-INCH WALNUT TREE, 1.6 FEET SOUTH
 HA0311'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER THAN
 HA0311'THE HIGHWAY.  A STANDARD DISK, STAMPED G 73 1935 AND SET IN THE TOP
 HA0311'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0198 ***********************************************************************
 HA0198  DESIGNATION -  G 75
 HA0198  PID         -  HA0198
 HA0198  STATE/COUNTY-  KY/EDMONSON
 HA0198  USGS QUAD   -  BROWNSVILLE (1965)
 HA0198
 HA0198                         *CURRENT SURVEY CONTROL
 HA0198  ___________________________________________________________________
 HA0198* NAD 83(1986)-  37 11 44.     (N)    086 16 27.     (W)     SCALED    
 HA0198* NAVD 88     -       134.446  (meters)     441.09   (feet)  ADJUSTED  
 HA0198  ___________________________________________________________________
 HA0198  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HA0198  DYNAMIC HT  -         134.343 (meters)     440.76  (feet)  COMP
 HA0198  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 HA0198
 HA0198  VERT ORDER  -  SECOND    CLASS 0
 HA0198
 HA0198.The horizontal coordinates were scaled from a topographic map and have
 HA0198.an estimated accuracy of +/- 6 seconds.
 HA0198
 HA0198.The orthometric height was determined by differential leveling
 HA0198.and adjusted by the National Geodetic Survey in June 1991..
 HA0198
 HA0198.The geoid height was determined by GEOID03.
 HA0198
 HA0198.The dynamic height is computed by dividing the NAVD 88
 HA0198.geopotential number by the normal gravity value computed on the
 HA0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0198.degrees latitude (g = 980.6199 gals.).
 HA0198
 HA0198.The modeled gravity was interpolated from observed gravity values.
 HA0198
 HA0198;                    North         East    Units  Estimated Accuracy
 HA0198;SPC KY1Z     - 1,095,820.    1,453,460.      MT  (+/- 180 meters Scaled)
 HA0198
 HA0198                          SUPERSEDED SURVEY CONTROL
 HA0198
 HA0198  NGVD 29 (??/??/92)  134.562  (m)          441.48   (f) ADJ UNCH    2 0
 HA0198
 HA0198.Superseded values are not recommended for survey control.
 HA0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0198.See file dsdata.txt to determine how the superseded data were derived.
 HA0198
 HA0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG644168(NAD 83)
 HA0198_MARKER: DB = BENCH MARK DISK
 HA0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0198_STAMPING: G 75 1935
 HA0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0198+STABILITY: SURFACE MOTION
 HA0198
 HA0198  HISTORY     - Date     Condition        Report By
 HA0198  HISTORY     - 1935     MONUMENTED       CGS
 HA0198  HISTORY     - 1953     GOOD             USGS
 HA0198
 HA0198                          STATION DESCRIPTION
 HA0198
 HA0198'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HA0198'0.4 MI NW FROM BROWNSVILLE.
 HA0198'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 65 FROM THE COUNTY
 HA0198'COURTHOUSE AT BROWNSVILLE, EDMONSON COUNTY, 125 YARDS SOUTH OF
 HA0198'THE SOUTH BANK OF GREEN RIVER, 24 FEET EAST OF THE CENTERLINE
 HA0198'OF THE HIGHWAY, 3 FEET EAST OF THE FENCE, AND ABOUT 2 FEET LOWER
 HA0198'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 75 1935 AND SET
 HA0198'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0088 ***********************************************************************
 HA0088  DESIGNATION -  G 76
 HA0088  PID         -  HA0088
 HA0088  STATE/COUNTY-  KY/GRAYSON
 HA0088  USGS QUAD   -  MADRID (1993)
 HA0088
 HA0088                         *CURRENT SURVEY CONTROL
 HA0088  ___________________________________________________________________
 HA0088* NAD 83(1986)-  37 31 02.     (N)    086 17 21.     (W)     SCALED    
 HA0088* NAVD 88     -       198.588  (meters)     651.53   (feet)  ADJUSTED  
 HA0088  ___________________________________________________________________
 HA0088  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HA0088  DYNAMIC HT  -         198.440 (meters)     651.05  (feet)  COMP
 HA0088  MODELED GRAV-     979,884.6   (mgal)                       NAVD 88
 HA0088
 HA0088  VERT ORDER  -  SECOND    CLASS 0
 HA0088
 HA0088.The horizontal coordinates were scaled from a topographic map and have
 HA0088.an estimated accuracy of +/- 6 seconds.
 HA0088
 HA0088.The orthometric height was determined by differential leveling
 HA0088.and adjusted by the National Geodetic Survey in June 1991..
 HA0088
 HA0088.The geoid height was determined by GEOID03.
 HA0088
 HA0088.The dynamic height is computed by dividing the NAVD 88
 HA0088.geopotential number by the normal gravity value computed on the
 HA0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0088.degrees latitude (g = 980.6199 gals.).
 HA0088
 HA0088.The modeled gravity was interpolated from observed gravity values.
 HA0088
 HA0088;                    North         East    Units  Estimated Accuracy
 HA0088;SPC KY1Z     - 1,131,530.    1,452,340.      MT  (+/- 180 meters Scaled)
 HA0088
 HA0088                          SUPERSEDED SURVEY CONTROL
 HA0088
 HA0088  NGVD 29 (??/??/92)  198.715  (m)          651.95   (f) ADJ UNCH    2 0
 HA0088
 HA0088.Superseded values are not recommended for survey control.
 HA0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0088.See file dsdata.txt to determine how the superseded data were derived.
 HA0088
 HA0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG628524(NAD 83)
 HA0088_MARKER: DB = BENCH MARK DISK
 HA0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0088_SP_SET: CULVERT
 HA0088_STAMPING: G 76 1935
 HA0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0088
 HA0088  HISTORY     - Date     Condition        Report By
 HA0088  HISTORY     - 1935     MONUMENTED       CGS
 HA0088  HISTORY     - 1948     GOOD             DOD
 HA0088
 HA0088                          STATION DESCRIPTION
 HA0088
 HA0088'DESCRIBED BY US DEPARTMENT OF DEFENSE 1948
 HA0088'2.3 MI N FROM LEITCHFIELD.
 HA0088'2.3 MILES NORTH ALONG STATE HIGHWAY 65 FROM LEITCHFIELD, GRAYSON
 HA0088'COUNTY, 0.2 MILE NORTH OF A CHURCH, ABOUT 100 YARDS NORTHEAST OF
 HA0088'A CEDAR TREE, 18 YARDS SOUTHWEST OF A TELEPHONE POLE, AT A
 HA0088'CONCRETE CULVERT, IN THE TOP OF THE NORTH END OF THE EAST
 HA0088'HEADWALL, 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 HA0088'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED G 76 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0382 ***********************************************************************
 HA0382  DESIGNATION -  G 77
 HA0382  PID         -  HA0382
 HA0382  STATE/COUNTY-  KY/DAVIESS
 HA0382  USGS QUAD   -  PHILPOT (1973)
 HA0382
 HA0382                         *CURRENT SURVEY CONTROL
 HA0382  ___________________________________________________________________
 HA0382* NAD 83(1986)-  37 42 58.     (N)    086 55 20.     (W)     SCALED    
 HA0382* NAVD 88     -       125.803  (meters)     412.74   (feet)  ADJUSTED  
 HA0382  ___________________________________________________________________
 HA0382  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HA0382  DYNAMIC HT  -         125.716 (meters)     412.45  (feet)  COMP
 HA0382  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 HA0382
 HA0382  VERT ORDER  -  SECOND    CLASS 0
 HA0382
 HA0382.The horizontal coordinates were scaled from a topographic map and have
 HA0382.an estimated accuracy of +/- 6 seconds.
 HA0382
 HA0382.The orthometric height was determined by differential leveling
 HA0382.and adjusted by the National Geodetic Survey in June 1991..
 HA0382
 HA0382.The geoid height was determined by GEOID03.
 HA0382
 HA0382.The dynamic height is computed by dividing the NAVD 88
 HA0382.geopotential number by the normal gravity value computed on the
 HA0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0382.degrees latitude (g = 980.6199 gals.).
 HA0382
 HA0382.The modeled gravity was interpolated from observed gravity values.
 HA0382
 HA0382;                    North         East    Units  Estimated Accuracy
 HA0382;SPC KY1Z     - 1,154,110.    1,396,660.      MT  (+/- 180 meters Scaled)
 HA0382
 HA0382                          SUPERSEDED SURVEY CONTROL
 HA0382
 HA0382  NGVD 29 (??/??/92)  125.910  (m)          413.09   (f) ADJ UNCH    2 0
 HA0382
 HA0382.Superseded values are not recommended for survey control.
 HA0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0382.See file dsdata.txt to determine how the superseded data were derived.
 HA0382
 HA0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG068743(NAD 83)
 HA0382_MARKER: DB = BENCH MARK DISK
 HA0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0382_STAMPING: G 77 1935
 HA0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0382+STABILITY: SURFACE MOTION
 HA0382
 HA0382  HISTORY     - Date     Condition        Report By
 HA0382  HISTORY     - 1935     MONUMENTED       CGS
 HA0382  HISTORY     - 1953     MARK NOT FOUND   NGS
 HA0382
 HA0382                          STATION DESCRIPTION
 HA0382
 HA0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0382'3.3 MI SE FROM PHILPOT.
 HA0382'3.3 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0382'STATION AT PHILPOT, DAVIESS COUNTY, 54 FEET NORTHWEST OF THE
 HA0382'NORTHWEST CORNER OF THE SHORTS STATION, 0.4 MILE WEST OF MILEPOST
 HA0382'HB 29-0 12, AT A GRAVEL-ROAD CROSSING, 78.5 FEET WEST OF THE
 HA0382'CENTERLINE OF THE ROAD, 19 FEET NORTH OF THE NORTH RAIL, 12.2 FEET
 HA0382'SOUTHWEST OF A 36-INCH OAK TREE, 5.8 FEET WEST OF A TELEPHONE
 HA0382'POLE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 HA0382'STAMPED G 77 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HA0382
 HA0382                          STATION RECOVERY (1953)
 HA0382
 HA0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HA0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0351 ***********************************************************************
 HA0351  DESIGNATION -  G 78
 HA0351  PID         -  HA0351
 HA0351  STATE/COUNTY-  KY/GRAYSON
 HA0351  USGS QUAD   -  SPRING LICK (1971)
 HA0351
 HA0351                         *CURRENT SURVEY CONTROL
 HA0351  ___________________________________________________________________
 HA0351* NAD 83(1986)-  37 26 38.     (N)    086 33 17.     (W)     SCALED    
 HA0351* NAVD 88     -       140.017  (meters)     459.37   (feet)  ADJUSTED  
 HA0351  ___________________________________________________________________
 HA0351  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HA0351  DYNAMIC HT  -         139.912 (meters)     459.03  (feet)  COMP
 HA0351  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 HA0351
 HA0351  VERT ORDER  -  SECOND    CLASS 0
 HA0351
 HA0351.The horizontal coordinates were scaled from a topographic map and have
 HA0351.an estimated accuracy of +/- 6 seconds.
 HA0351
 HA0351.The orthometric height was determined by differential leveling
 HA0351.and adjusted by the National Geodetic Survey in June 1991..
 HA0351
 HA0351.The geoid height was determined by GEOID03.
 HA0351
 HA0351.The dynamic height is computed by dividing the NAVD 88
 HA0351.geopotential number by the normal gravity value computed on the
 HA0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0351.degrees latitude (g = 980.6199 gals.).
 HA0351
 HA0351.The modeled gravity was interpolated from observed gravity values.
 HA0351
 HA0351;                    North         East    Units  Estimated Accuracy
 HA0351;SPC KY1Z     - 1,123,560.    1,428,800.      MT  (+/- 180 meters Scaled)
 HA0351
 HA0351                          SUPERSEDED SURVEY CONTROL
 HA0351
 HA0351  NGVD 29 (??/??/92)  140.135  (m)          459.76   (f) ADJ UNCH    2 0
 HA0351
 HA0351.Superseded values are not recommended for survey control.
 HA0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0351.See file dsdata.txt to determine how the superseded data were derived.
 HA0351
 HA0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG393442(NAD 83)
 HA0351_MARKER: DB = BENCH MARK DISK
 HA0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0351_STAMPING: G 78 1935
 HA0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0351+STABILITY: SURFACE MOTION
 HA0351
 HA0351  HISTORY     - Date     Condition        Report By
 HA0351  HISTORY     - 1935     MONUMENTED       CGS
 HA0351  HISTORY     - 1954     GOOD             USGS
 HA0351
 HA0351                          STATION DESCRIPTION
 HA0351
 HA0351'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HA0351'AT SPRING LICK.
 HA0351'AT SPRING LICK, GRAYSON COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 HA0351'25 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE STATION, 65 FEET
 HA0351'WEST OF TELEPHONE POLE 3860, 17 FEET EAST OF TELEPHONE POLE
 HA0351'3861, 29 FEET EAST OF THE SOUTHEAST CORNER OF A TOOL SHED, 15.5
 HA0351'FEET NORTH OF THE NORTH RAIL OF A SIDETRACK, AND ABOUT 1 FOOT
 HA0351'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED G 78 1935 AND
 HA0351'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1082 ***********************************************************************
 GC1082  DESIGNATION -  G 8
 GC1082  PID         -  GC1082
 GC1082  STATE/COUNTY-  KY/CHRISTIAN
 GC1082  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1082
 GC1082                         *CURRENT SURVEY CONTROL
 GC1082  ___________________________________________________________________
 GC1082* NAD 83(1986)-  36 51 57.     (N)    087 29 23.     (W)     SCALED    
 GC1082* NAVD 88     -       160.281  (meters)     525.86   (feet)  ADJUSTED  
 GC1082  ___________________________________________________________________
 GC1082  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC1082  DYNAMIC HT  -         160.154 (meters)     525.44  (feet)  COMP
 GC1082  MODELED GRAV-     979,836.9   (mgal)                       NAVD 88
 GC1082
 GC1082  VERT ORDER  -  FIRST     CLASS I
 GC1082
 GC1082.The horizontal coordinates were scaled from a topographic map and have
 GC1082.an estimated accuracy of +/- 6 seconds.
 GC1082
 GC1082.The orthometric height was determined by differential leveling
 GC1082.and adjusted by the National Geodetic Survey in June 1991..
 GC1082
 GC1082.The geoid height was determined by GEOID03.
 GC1082
 GC1082.The dynamic height is computed by dividing the NAVD 88
 GC1082.geopotential number by the normal gravity value computed on the
 GC1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1082.degrees latitude (g = 980.6199 gals.).
 GC1082
 GC1082.The modeled gravity was interpolated from observed gravity values.
 GC1082
 GC1082;                    North         East    Units  Estimated Accuracy
 GC1082;SPC KY1Z     - 1,060,550.    1,344,870.      MT  (+/- 180 meters Scaled)
 GC1082
 GC1082                          SUPERSEDED SURVEY CONTROL
 GC1082
 GC1082  NGVD 29 (??/??/92)  160.349  (m)          526.08   (f) ADJ UNCH    1 1
 GC1082
 GC1082.Superseded values are not recommended for survey control.
 GC1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1082.See file dsdata.txt to determine how the superseded data were derived.
 GC1082
 GC1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF563801(NAD 83)
 GC1082_MARKER: DB = BENCH MARK DISK
 GC1082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1082_SP_SET: BUILDING
 GC1082_STAMPING: G 8 1921
 GC1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1082
 GC1082  HISTORY     - Date     Condition        Report By
 GC1082  HISTORY     - 1921     MONUMENTED       CGS
 GC1082  HISTORY     - 1968     GOOD             NGS
 GC1082
 GC1082                          STATION DESCRIPTION
 GC1082
 GC1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1082'0.2 MI W FROM HOPKINSVILLE.
 GC1082'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1082'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.05 MILE
 GC1082'NORTHWEST ALONG WEST 9TH STREET WHICH IS U.S. HIGHWAY 68 AND
 GC1082'STATE HIGHWAYS 80 AND 109, 32 FEET SOUTHWEST OF THE CENTERLINE
 GC1082'OF THE STREET, SET VERTICALLY IN THE NORTHEAST FACE OF THE STONE
 GC1082'FACING OF THE MASONIC TEMPLE BUILDING, 8 FEET NORTHWEST OF THE
 GC1082'CENTER OF THE ENTRANCE TO THE BUILDING, 18 1/2 FEET SOUTHEAST
 GC1082'OF THE NORTH CORNER OF THE BUILDING, 137 FEET SOUTHEAST OF THE
 GC1082'SOUTHEAST RAIL OF THE SOUTHEAST TRACK OF THE ILLINOIS CENTRAL
 GC1082'RAILROAD, 61 FEET SOUTHEAST OF THE CENTERLINE OF BETHEL STREET,
 GC1082'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0007 ***********************************************************************
 HA0007  DESIGNATION -  G 81
 HA0007  PID         -  HA0007
 HA0007  STATE/COUNTY-  KY/MEADE
 HA0007  USGS QUAD   -  GUSTON (1991)
 HA0007
 HA0007                         *CURRENT SURVEY CONTROL
 HA0007  ___________________________________________________________________
 HA0007* NAD 83(1986)-  37 53 27.     (N)    086 13 27.     (W)     SCALED    
 HA0007* NAVD 88     -       212.568  (meters)     697.40   (feet)  ADJUSTED  
 HA0007  ___________________________________________________________________
 HA0007  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HA0007  DYNAMIC HT  -         212.413 (meters)     696.89  (feet)  COMP
 HA0007  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 HA0007
 HA0007  VERT ORDER  -  SECOND    CLASS 0
 HA0007
 HA0007.The horizontal coordinates were scaled from a topographic map and have
 HA0007.an estimated accuracy of +/- 6 seconds.
 HA0007
 HA0007.The orthometric height was determined by differential leveling
 HA0007.and adjusted by the National Geodetic Survey in June 1991..
 HA0007
 HA0007.The geoid height was determined by GEOID03.
 HA0007
 HA0007.The dynamic height is computed by dividing the NAVD 88
 HA0007.geopotential number by the normal gravity value computed on the
 HA0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0007.degrees latitude (g = 980.6199 gals.).
 HA0007
 HA0007.The modeled gravity was interpolated from observed gravity values.
 HA0007
 HA0007;                    North         East    Units  Estimated Accuracy
 HA0007;SPC KY1Z     - 1,172,960.    1,458,300.      MT  (+/- 180 meters Scaled)
 HA0007
 HA0007                          SUPERSEDED SURVEY CONTROL
 HA0007
 HA0007  NGVD 29 (??/??/92)  212.662  (m)          697.71   (f) ADJ UNCH    2 0
 HA0007
 HA0007.Superseded values are not recommended for survey control.
 HA0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0007.See file dsdata.txt to determine how the superseded data were derived.
 HA0007
 HA0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG682939(NAD 83)
 HA0007_MARKER: DB = BENCH MARK DISK
 HA0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0007_STAMPING: G 81 1935
 HA0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0007+STABILITY: SURFACE MOTION
 HA0007
 HA0007  HISTORY     - Date     Condition        Report By
 HA0007  HISTORY     - 1935     MONUMENTED       CGS
 HA0007  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0007
 HA0007                          STATION DESCRIPTION
 HA0007
 HA0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0007'AT GUSTON.
 HA0007'AT GUSTON, MEADE COUNTY, ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 HA0007'12 YARDS EAST OF THE STATION, 44 YARDS NORTHWEST OF THE NORTHWEST
 HA0007'CORNER OF THE POST OFFICE, 33 FEET SOUTH OF THE SOUTH RAIL, AND
 HA0007'ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HA0007'G 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HA0007
 HA0007                          STATION RECOVERY (1988)
 HA0007
 HA0007'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 HA0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0826 ***********************************************************************
 GY0826  DESIGNATION -  G 83
 GY0826  PID         -  GY0826
 GY0826  STATE/COUNTY-  KY/PIKE
 GY0826  USGS QUAD   -  JENKINS EAST (1992)
 GY0826
 GY0826                         *CURRENT SURVEY CONTROL
 GY0826  ___________________________________________________________________
 GY0826* NAD 83(1986)-  37 12 46.     (N)    082 33 28.     (W)     SCALED    
 GY0826* NAVD 88     -       424.894  (meters)    1394.01   (feet)  ADJUSTED  
 GY0826  ___________________________________________________________________
 GY0826  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GY0826  DYNAMIC HT  -         424.538 (meters)    1392.84  (feet)  COMP
 GY0826  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 GY0826
 GY0826  VERT ORDER  -  SECOND    CLASS 0
 GY0826
 GY0826.The horizontal coordinates were scaled from a topographic map and have
 GY0826.an estimated accuracy of +/- 6 seconds.
 GY0826
 GY0826.The orthometric height was determined by differential leveling
 GY0826.and adjusted by the National Geodetic Survey in June 1991..
 GY0826
 GY0826.The geoid height was determined by GEOID03.
 GY0826
 GY0826.The dynamic height is computed by dividing the NAVD 88
 GY0826.geopotential number by the normal gravity value computed on the
 GY0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0826.degrees latitude (g = 980.6199 gals.).
 GY0826
 GY0826.The modeled gravity was interpolated from observed gravity values.
 GY0826
 GY0826;                    North         East    Units  Estimated Accuracy
 GY0826;SPC KY1Z     - 1,102,450.    1,783,290.      MT  (+/- 180 meters Scaled)
 GY0826
 GY0826                          SUPERSEDED SURVEY CONTROL
 GY0826
 GY0826  NGVD 29 (??/??/92)  425.050  (m)         1394.52   (f) ADJ UNCH    2 0
 GY0826
 GY0826.Superseded values are not recommended for survey control.
 GY0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0826.See file dsdata.txt to determine how the superseded data were derived.
 GY0826
 GY0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB617196(NAD 83)
 GY0826_MARKER: DB = BENCH MARK DISK
 GY0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0826_STAMPING: G 83 1935 1394.518
 GY0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0826+STABILITY: SURFACE MOTION
 GY0826
 GY0826  HISTORY     - Date     Condition        Report By
 GY0826  HISTORY     - 1935     MONUMENTED       CGS
 GY0826  HISTORY     - 1956     POOR             NGS
 GY0826
 GY0826                          STATION DESCRIPTION
 GY0826
 GY0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0826'AT SHELBY GAP.
 GY0826'AT SHELBY GAP, ON THE CHESAPEAKE AND OHIO RAILROAD, 31 FEET
 GY0826'SOUTH OF THE STATION SIGN SHELBY GAP, ACROSS U.S. HIGHWAY 23 FROM
 GY0826'A STORE, 28 FEET EAST OF THE EAST RAIL, IN THE TOP OF A CONCRETE
 GY0826'POST, ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1341 ***********************************************************************
 GY1341  DESIGNATION -  G 86
 GY1341  PID         -  GY1341
 GY1341  STATE/COUNTY-  KY/FLOYD
 GY1341  USGS QUAD   -  PRESTONSBURG (1992)
 GY1341
 GY1341                         *CURRENT SURVEY CONTROL
 GY1341  ___________________________________________________________________
 GY1341* NAD 83(1986)-  37 40 19.     (N)    082 46 50.     (W)     SCALED    
 GY1341* NAVD 88     -       193.935  (meters)     636.27   (feet)  ADJUSTED  
 GY1341  ___________________________________________________________________
 GY1341  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GY1341  DYNAMIC HT  -         193.787 (meters)     635.78  (feet)  COMP
 GY1341  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 GY1341
 GY1341  VERT ORDER  -  SECOND    CLASS 0
 GY1341
 GY1341.The horizontal coordinates were scaled from a topographic map and have
 GY1341.an estimated accuracy of +/- 6 seconds.
 GY1341
 GY1341.The orthometric height was determined by differential leveling
 GY1341.and adjusted by the National Geodetic Survey in June 1991..
 GY1341
 GY1341.The geoid height was determined by GEOID03.
 GY1341
 GY1341.The dynamic height is computed by dividing the NAVD 88
 GY1341.geopotential number by the normal gravity value computed on the
 GY1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1341.degrees latitude (g = 980.6199 gals.).
 GY1341
 GY1341.The modeled gravity was interpolated from observed gravity values.
 GY1341
 GY1341;                    North         East    Units  Estimated Accuracy
 GY1341;SPC KY1Z     - 1,152,730.    1,761,900.      MT  (+/- 180 meters Scaled)
 GY1341
 GY1341                          SUPERSEDED SURVEY CONTROL
 GY1341
 GY1341  NGVD 29 (??/??/92)  194.133  (m)          636.92   (f) ADJ UNCH    2 0
 GY1341
 GY1341.Superseded values are not recommended for survey control.
 GY1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1341.See file dsdata.txt to determine how the superseded data were derived.
 GY1341
 GY1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB429709(NAD 83)
 GY1341_MARKER: DB = BENCH MARK DISK
 GY1341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1341_SP_SET: OVERPASS
 GY1341_STAMPING: G 86 1935 636.918
 GY1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1341+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 GY1341
 GY1341  HISTORY     - Date     Condition        Report By
 GY1341  HISTORY     - 1935     MONUMENTED       CGS
 GY1341  HISTORY     - 1956     GOOD             NGS
 GY1341  HISTORY     - 20011105 GOOD             KYDT
 GY1341  HISTORY     - 20060307 GOOD             JCLS
 GY1341
 GY1341                          STATION DESCRIPTION
 GY1341
 GY1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1341'AT PRESTONBURG.
 GY1341'AT PRESTONBURG, ALONG THE CHESAPEAKE AND OHIO RAILROAD, 137
 GY1341'FEET SOUTH SOUTHEAST ACROSS THE TRACKS FROM THE SOUTHEAST CORNER
 GY1341'OF THE STATION, AT RAILROAD OVERPASS NO. 737 OVER STATE HIGHWAY
 GY1341'114, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT, 19 FEET
 GY1341'EAST OF THE EAST RAIL, OF MAIN TRACK, 8 INCHES WEST OF THE EAST
 GY1341'END OF THE ABUTMENT, AND 1 FOOT BELOW THE LEVEL OF TRACK.
 GY1341
 GY1341                          STATION RECOVERY (2001)
 GY1341
 GY1341'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1341'RECOVERED IN GOOD CONDITION.
 GY1341
 GY1341                          STATION RECOVERY (2006)
 GY1341
 GY1341'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 GY1341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0541 ***********************************************************************
 GY0541  DESIGNATION -  G 87
 GY0541  PID         -  GY0541
 GY0541  STATE/COUNTY-  KY/PIKE
 GY0541  USGS QUAD   -  MILLARD (1978)
 GY0541
 GY0541                         *CURRENT SURVEY CONTROL
 GY0541  ___________________________________________________________________
 GY0541* NAD 83(1986)-  37 24 18.     (N)    082 26 31.     (W)     SCALED    
 GY0541* NAVD 88     -       214.664  (meters)     704.28   (feet)  ADJUSTED  
 GY0541  ___________________________________________________________________
 GY0541  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GY0541  DYNAMIC HT  -         214.498 (meters)     703.73  (feet)  COMP
 GY0541  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 GY0541
 GY0541  VERT ORDER  -  SECOND    CLASS 0
 GY0541
 GY0541.The horizontal coordinates were scaled from a topographic map and have
 GY0541.an estimated accuracy of +/- 6 seconds.
 GY0541
 GY0541.The orthometric height was determined by differential leveling
 GY0541.and adjusted by the National Geodetic Survey in June 1991..
 GY0541.WARNING-Repeat measurements at this control monument indicate possible
 GY0541.vertical movement.
 GY0541
 GY0541.The geoid height was determined by GEOID03.
 GY0541
 GY0541.The dynamic height is computed by dividing the NAVD 88
 GY0541.geopotential number by the normal gravity value computed on the
 GY0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0541.degrees latitude (g = 980.6199 gals.).
 GY0541
 GY0541.The modeled gravity was interpolated from observed gravity values.
 GY0541
 GY0541;                    North         East    Units  Estimated Accuracy
 GY0541;SPC KY1Z     - 1,124,130.    1,792,810.      MT  (+/- 180 meters Scaled)
 GY0541
 GY0541                          SUPERSEDED SURVEY CONTROL
 GY0541
 GY0541  NGVD 29 (??/??/92)  214.867  (m)          704.94   (f) ADJ UNCH    2 0
 GY0541
 GY0541.Superseded values are not recommended for survey control.
 GY0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0541.See file dsdata.txt to determine how the superseded data were derived.
 GY0541
 GY0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB723407(NAD 83)
 GY0541_MARKER: DB = BENCH MARK DISK
 GY0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0541_STAMPING: G 87 1935 704.943
 GY0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0541+STABILITY: SURFACE MOTION
 GY0541
 GY0541  HISTORY     - Date     Condition        Report By
 GY0541  HISTORY     - 1935     MONUMENTED       CGS
 GY0541  HISTORY     - 1956     GOOD             NGS
 GY0541  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY0541
 GY0541                          STATION DESCRIPTION
 GY0541
 GY0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0541'AT MILLARD.
 GY0541'AT MILLARD ALONG THE CHESAPEAKE AND OHIO RAILROAD, 239.5 FEET
 GY0541'WEST OF THE WEST SIDE OF THE STATION, 135 FEET EAST OF A SWITCH
 GY0541'STAND, AT THE CROSSING OF ROAD NORTHEAST ACROSS LEVISA FORK
 GY0541'RIVER, 45 FEET NORTHWEST OF THE CENTER OF CROSSING, 28.5 FEET
 GY0541'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 37 FEET WEST OF A
 GY0541'POLE, ABOUT 5 FEET BELOW LEVEL OF TRACK, SET IN THE TOP OF A
 GY0541'CONCRETE POST, FLUSH.
 GY0541
 GY0541                          STATION RECOVERY (1976)
 GY0541
 GY0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1040 ***********************************************************************
 GY1040  DESIGNATION -  G 88
 GY1040  PID         -  GY1040
 GY1040  STATE/COUNTY-  KY/KNOTT
 GY1040  USGS QUAD   -  HINDMAN (1992)
 GY1040
 GY1040                         *CURRENT SURVEY CONTROL
 GY1040  ___________________________________________________________________
 GY1040* NAD 83(1986)-  37 20 06.     (N)    082 58 56.     (W)     SCALED    
 GY1040* NAVD 88     -       314.006  (meters)    1030.20   (feet)  ADJUSTED  
 GY1040  ___________________________________________________________________
 GY1040  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GY1040  DYNAMIC HT  -         313.752 (meters)    1029.37  (feet)  COMP
 GY1040  MODELED GRAV-     979,814.4   (mgal)                       NAVD 88
 GY1040
 GY1040  VERT ORDER  -  SECOND    CLASS 0
 GY1040
 GY1040.The horizontal coordinates were scaled from a topographic map and have
 GY1040.an estimated accuracy of +/- 6 seconds.
 GY1040
 GY1040.The orthometric height was determined by differential leveling
 GY1040.and adjusted by the National Geodetic Survey in June 1991..
 GY1040
 GY1040.The geoid height was determined by GEOID03.
 GY1040
 GY1040.The dynamic height is computed by dividing the NAVD 88
 GY1040.geopotential number by the normal gravity value computed on the
 GY1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1040.degrees latitude (g = 980.6199 gals.).
 GY1040
 GY1040.The modeled gravity was interpolated from observed gravity values.
 GY1040
 GY1040;                    North         East    Units  Estimated Accuracy
 GY1040;SPC KY1Z     - 1,114,810.    1,745,230.      MT  (+/- 180 meters Scaled)
 GY1040
 GY1040                          SUPERSEDED SURVEY CONTROL
 GY1040
 GY1040  NGVD 29 (??/??/92)  314.162  (m)         1030.71   (f) ADJ UNCH    2 0
 GY1040
 GY1040.Superseded values are not recommended for survey control.
 GY1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1040.See file dsdata.txt to determine how the superseded data were derived.
 GY1040
 GY1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB243338(NAD 83)
 GY1040_MARKER: DB = BENCH MARK DISK
 GY1040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1040_SP_SET: BUILDING
 GY1040_STAMPING: G 88 1935 1030.713
 GY1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1040+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 GY1040
 GY1040  HISTORY     - Date     Condition        Report By
 GY1040  HISTORY     - 1935     MONUMENTED       CGS
 GY1040  HISTORY     - 1952     GOOD             NGS
 GY1040  HISTORY     - 1956     GOOD             NGS
 GY1040  HISTORY     - 20060126 GOOD             KYTC
 GY1040
 GY1040                          STATION DESCRIPTION
 GY1040
 GY1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY1040'AT HINDMAN.
 GY1040'AT HINDMAN, ALONG STATE HIGHWAY 80, AT THE COURT HOUSE, IN THE
 GY1040'TOP OF A CONCRETE RETAINING WALL WHICH IS BETWEEN SIDE WALK
 GY1040'AND STEPS ALONG SOUTHEAST (FRONT) SIDE OF THE COURT HOUSE, 7
 GY1040'INCHES EAST OF EAST CORNER OF STONE BALUSTRADE ALONG THE NORTHEAST
 GY1040'SIDE OF STEPS TO COURT HOUSE (BALUSTRADE EXTENDS SOUTHEAST FROM
 GY1040'THE EAST CORNER OF COURT HOUSE), 19 FEET SOUTHWEST OF NORTHEAST
 GY1040'END OF RETAINING WALL, 7 FEET NORTHWEST OF NORTHWEST CURB OF
 GY1040'HIGHWAY 80 AND ABOUT 6 INCHES ABOVE LEVEL OF SIDE WALK.
 GY1040
 GY1040                          STATION RECOVERY (1956)
 GY1040
 GY1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1040'RECOVERED IN GOOD CONDITION.
 GY1040
 GY1040                          STATION RECOVERY (2006)
 GY1040
 GY1040'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0852 ***********************************************************************
 HY0852  DESIGNATION -  G 89
 HY0852  PID         -  HY0852
 HY0852  STATE/COUNTY-  KY/CARTER
 HY0852  USGS QUAD   -  GRAYSON (1978)
 HY0852
 HY0852                         *CURRENT SURVEY CONTROL
 HY0852  ___________________________________________________________________
 HY0852* NAD 83(1986)-  38 17 11.     (N)    082 58 38.     (W)     SCALED    
 HY0852* NAVD 88     -       184.743  (meters)     606.11   (feet)  ADJUSTED  
 HY0852  ___________________________________________________________________
 HY0852  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY0852  DYNAMIC HT  -         184.620 (meters)     605.71  (feet)  COMP
 HY0852  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 HY0852
 HY0852  VERT ORDER  -  FIRST     CLASS I
 HY0852
 HY0852.The horizontal coordinates were scaled from a topographic map and have
 HY0852.an estimated accuracy of +/- 6 seconds.
 HY0852
 HY0852.The orthometric height was determined by differential leveling
 HY0852.and adjusted by the National Geodetic Survey in June 1991..
 HY0852
 HY0852.The geoid height was determined by GEOID03.
 HY0852
 HY0852.The dynamic height is computed by dividing the NAVD 88
 HY0852.geopotential number by the normal gravity value computed on the
 HY0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0852.degrees latitude (g = 980.6199 gals.).
 HY0852
 HY0852.The modeled gravity was interpolated from observed gravity values.
 HY0852
 HY0852;                    North         East    Units  Estimated Accuracy
 HY0852;SPC KY1Z     - 1,220,360.    1,742,540.      MT  (+/- 180 meters Scaled)
 HY0852
 HY0852                          SUPERSEDED SURVEY CONTROL
 HY0852
 HY0852  NGVD 29 (??/??/92)  184.921  (m)          606.70   (f) ADJ UNCH    1 1
 HY0852
 HY0852.Superseded values are not recommended for survey control.
 HY0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0852.See file dsdata.txt to determine how the superseded data were derived.
 HY0852
 HY0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC270394(NAD 83)
 HY0852_MARKER: DB = BENCH MARK DISK
 HY0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0852_STAMPING: 606.731 G 89 1935
 HY0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0852+STABILITY: SURFACE MOTION
 HY0852
 HY0852  HISTORY     - Date     Condition        Report By
 HY0852  HISTORY     - 1935     MONUMENTED       CGS
 HY0852  HISTORY     - 1967     GOOD             NGS
 HY0852  HISTORY     - 19970924 MARK NOT FOUND   KYDT
 HY0852
 HY0852                          STATION DESCRIPTION
 HY0852
 HY0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY0852'AT LEON.
 HY0852'AT LEON, ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 7 FROM
 HY0852'THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY, NEAR THE SOUTH
 HY0852'CORNER OF A SMALL CULTIVATED FIELD, NEAR THE NORTH EDGE OF A PILE
 HY0852'OF ROCKS, 89 1/2 FEET NORTH OF THE NORTH CORNER OF A 205-FOOT BRIDGE
 HY0852'OVER THE LITTLE SANDY RIVER, 90 FEET NORTHWEST OF THE CENTER LINE
 HY0852'OF THE HIGHWAY, 25 FEET NORTH OF THE CENTER LINE OF AN OLD ROAD,
 HY0852'6 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 HY0852'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 HY0852
 HY0852                          STATION RECOVERY (1997)
 HY0852
 HY0852'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY0852'POSSIBLY TORN OUT WHEN KY 7 WAS PREVIOUSLY REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1527 ***********************************************************************
 GY1527  DESIGNATION -  G 89 X
 GY1527  PID         -  GY1527
 GY1527  STATE/COUNTY-  KY/FLOYD
 GY1527  USGS QUAD   -  HAROLD (1992)
 GY1527
 GY1527                         *CURRENT SURVEY CONTROL
 GY1527  ___________________________________________________________________
 GY1527* NAD 83(1986)-  37 36 20.     (N)    082 43 37.     (W)     SCALED    
 GY1527* NAVD 88     -       196.925  (meters)     646.08   (feet)  ADJUSTED  
 GY1527  ___________________________________________________________________
 GY1527  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GY1527  DYNAMIC HT  -         196.775 (meters)     645.59  (feet)  COMP
 GY1527  MODELED GRAV-     979,863.5   (mgal)                       NAVD 88
 GY1527
 GY1527  VERT ORDER  -  SECOND    CLASS 0
 GY1527
 GY1527.The horizontal coordinates were scaled from a topographic map and have
 GY1527.an estimated accuracy of +/- 6 seconds.
 GY1527
 GY1527.The orthometric height was determined by differential leveling
 GY1527.and adjusted by the National Geodetic Survey in June 1991..
 GY1527
 GY1527.The geoid height was determined by GEOID03.
 GY1527
 GY1527.The dynamic height is computed by dividing the NAVD 88
 GY1527.geopotential number by the normal gravity value computed on the
 GY1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1527.degrees latitude (g = 980.6199 gals.).
 GY1527
 GY1527.The modeled gravity was interpolated from observed gravity values.
 GY1527
 GY1527;                    North         East    Units  Estimated Accuracy
 GY1527;SPC KY1Z     - 1,145,520.    1,766,870.      MT  (+/- 180 meters Scaled)
 GY1527
 GY1527                          SUPERSEDED SURVEY CONTROL
 GY1527
 GY1527  NGVD 29 (??/??/92)  197.114  (m)          646.70   (f) ADJ UNCH    2 0
 GY1527
 GY1527.Superseded values are not recommended for survey control.
 GY1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1527.See file dsdata.txt to determine how the superseded data were derived.
 GY1527
 GY1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB475634(NAD 83)
 GY1527_MARKER: DB = BENCH MARK DISK
 GY1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1527_STAMPING: G 89 X 1935 646.698
 GY1527_MARK LOGO: CGS   
 GY1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1527+STABILITY: SURFACE MOTION
 GY1527
 GY1527  HISTORY     - Date     Condition        Report By
 GY1527  HISTORY     - 1935     MONUMENTED       CGS
 GY1527  HISTORY     - 1956     POOR             CGS
 GY1527  HISTORY     - 1980     MARK NOT FOUND   DOD
 GY1527  HISTORY     - 20010613 MARK NOT FOUND   KYDT
 GY1527
 GY1527                          STATION DESCRIPTION
 GY1527
 GY1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GY1527'0.8 MI SW FROM BEAVER JUNCTION.
 GY1527'0.8 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 GY1527'THE STATION AT BEAVER JUNCTION, 0.3 MILE NORTHEAST OF MILE
 GY1527'POST 1, 100 YARDS SOUTH SOUTHEAST AND ACROSS ROAD AND 50 FEET
 GY1527'BELOW A BARN, 6 RAILS AND 9 FEET SOUTH OF ROAD FORK AND DIRT
 GY1527'ROAD CROSSING, 20 FEET NORTHWEST OF NORTHWEST RAIL, 22 FEET
 GY1527'SOUTHEAST OF CENTER OF DIRT ROAD ON OUTSIDE OF CURVE, 1 FOOT
 GY1527'SOUTH OF WHITE WITNESS POST 2 FEET BELOW THE LEVEL OF TRACK
 GY1527'AND ABOUT 2 FEET BELOW LEVEL OF DIRT ROAD.
 GY1527
 GY1527                          STATION RECOVERY (1980)
 GY1527
 GY1527'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1527'MARK NOT FOUND.
 GY1527
 GY1527                          STATION RECOVERY (2001)
 GY1527
 GY1527'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1559 ***********************************************************************
 HY1559  DESIGNATION -  G 90
 HY1559  PID         -  HY1559
 HY1559  STATE/COUNTY-  KY/MORGAN
 HY1559  USGS QUAD   -  WRIGLEY (1993)
 HY1559
 HY1559                         *CURRENT SURVEY CONTROL
 HY1559  ___________________________________________________________________
 HY1559* NAD 83(1986)-  38 01 34.     (N)    083 15 15.     (W)     SCALED    
 HY1559* NAVD 88     -       255.484  (meters)     838.20   (feet)  ADJUSTED  
 HY1559  ___________________________________________________________________
 HY1559  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HY1559  DYNAMIC HT  -         255.301 (meters)     837.60  (feet)  COMP
 HY1559  MODELED GRAV-     979,907.7   (mgal)                       NAVD 88
 HY1559
 HY1559  VERT ORDER  -  SECOND    CLASS 0
 HY1559
 HY1559.The horizontal coordinates were scaled from a topographic map and have
 HY1559.an estimated accuracy of +/- 6 seconds.
 HY1559
 HY1559.The orthometric height was determined by differential leveling
 HY1559.and adjusted by the National Geodetic Survey in June 1991..
 HY1559
 HY1559.The geoid height was determined by GEOID03.
 HY1559
 HY1559.The dynamic height is computed by dividing the NAVD 88
 HY1559.geopotential number by the normal gravity value computed on the
 HY1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1559.degrees latitude (g = 980.6199 gals.).
 HY1559
 HY1559.The modeled gravity was interpolated from observed gravity values.
 HY1559
 HY1559;                    North         East    Units  Estimated Accuracy
 HY1559;SPC KY1Z     - 1,190,800.    1,719,090.      MT  (+/- 180 meters Scaled)
 HY1559
 HY1559                          SUPERSEDED SURVEY CONTROL
 HY1559
 HY1559  NGVD 29 (??/??/92)  255.646  (m)          838.73   (f) ADJ UNCH    2 0
 HY1559
 HY1559.Superseded values are not recommended for survey control.
 HY1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1559.See file dsdata.txt to determine how the superseded data were derived.
 HY1559
 HY1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC021111(NAD 83)
 HY1559_MARKER: DB = BENCH MARK DISK
 HY1559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1559_SP_SET: CULVERT
 HY1559_STAMPING: G 90 1935 838.732
 HY1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1559
 HY1559  HISTORY     - Date     Condition        Report By
 HY1559  HISTORY     - 1935     MONUMENTED       CGS
 HY1559  HISTORY     - 1955     POOR             NGS
 HY1559
 HY1559                          STATION DESCRIPTION
 HY1559
 HY1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1559'1.1 MI NE FROM WRIGLEY.
 HY1559'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION
 HY1559'OF STATE HIGHWAYS 711 AND 7 IN WRIGLEY, 0.05 MILE NORTH OF
 HY1559'WAITING BOOTH FOR SCHOOL CHILDREN, 65 YARDS NORTHEAST OF SMALL
 HY1559'CEMETERY ON SIDE HILL NORTHWEST OF HIGHWAY, JUST NORTH OF POINT
 HY1559'WHERE TELEPHONE LINE CROSSES HIGHWAY, AT A CULVERT, IN THE
 HY1559'TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL, 13.5 FEET
 HY1559'NORTH OF THE CENTER LINE OF HIGHWAY, ABOUT LEVEL WITH HIGHWAY.
 HY1559'NOTE-- THIS MARK WAS DRESSED OFF WITH FILE AND RESTAMPED, THE
 HY1559'STAMPING WAS NOT LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1870 ***********************************************************************
 GY1870  DESIGNATION -  G 91
 GY1870  PID         -  GY1870
 GY1870  STATE/COUNTY-  KY/MAGOFFIN
 GY1870  USGS QUAD   -  SALYERSVILLE NORTH (1992)
 GY1870
 GY1870                         *CURRENT SURVEY CONTROL
 GY1870  ___________________________________________________________________
 GY1870* NAD 83(1986)-  37 45 10.     (N)    083 04 09.     (W)     SCALED    
 GY1870* NAVD 88     -       260.150  (meters)     853.51   (feet)  ADJUSTED  
 GY1870  ___________________________________________________________________
 GY1870  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GY1870  DYNAMIC HT  -         259.955 (meters)     852.87  (feet)  COMP
 GY1870  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 GY1870
 GY1870  VERT ORDER  -  SECOND    CLASS 0
 GY1870
 GY1870.The horizontal coordinates were scaled from a topographic map and have
 GY1870.an estimated accuracy of +/- 6 seconds.
 GY1870
 GY1870.The orthometric height was determined by differential leveling
 GY1870.and adjusted by the National Geodetic Survey in June 1991..
 GY1870
 GY1870.The geoid height was determined by GEOID03.
 GY1870
 GY1870.The dynamic height is computed by dividing the NAVD 88
 GY1870.geopotential number by the normal gravity value computed on the
 GY1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1870.degrees latitude (g = 980.6199 gals.).
 GY1870
 GY1870.The modeled gravity was interpolated from observed gravity values.
 GY1870
 GY1870;                    North         East    Units  Estimated Accuracy
 GY1870;SPC KY1Z     - 1,160,930.    1,736,200.      MT  (+/- 180 meters Scaled)
 GY1870
 GY1870                          SUPERSEDED SURVEY CONTROL
 GY1870
 GY1870  NGVD 29 (??/??/92)  260.338  (m)          854.13   (f) ADJ UNCH    2 0
 GY1870
 GY1870.Superseded values are not recommended for survey control.
 GY1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1870.See file dsdata.txt to determine how the superseded data were derived.
 GY1870
 GY1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB177804(NAD 83)
 GY1870_MARKER: DB = BENCH MARK DISK
 GY1870_SETTING: 0 = UNSPECIFIED SETTING
 GY1870_STAMPING: G 91 1935 854.126
 GY1870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1870+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1999
 GY1870
 GY1870  HISTORY     - Date     Condition        Report By
 GY1870  HISTORY     - 1935     MONUMENTED       CGS
 GY1870  HISTORY     - 1955     GOOD             NGS
 GY1870  HISTORY     - 1983     GOOD             USE
 GY1870  HISTORY     - 19990319 GOOD             KYDT
 GY1870
 GY1870                          STATION DESCRIPTION
 GY1870
 GY1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1870'AT SALYERSVILLE.
 GY1870'IN THE SOUTH WALL OF THE POST OFFICE AND BANK BUILDING, 36 FEET
 GY1870'WEST OF THE SOUTHEAST CORNER OF THE BANK, 9 FEET EAST OF THE
 GY1870'CENTER OF THE ENTRANCE TO THE POST OFFICE, 3.2 FEET ABOVE THE
 GY1870'LEVEL OF SIDEWALK.
 GY1870
 GY1870                          STATION RECOVERY (1983)
 GY1870
 GY1870'RECOVERY NOTE BY US ENGINEERS 1983
 GY1870'RECOVERED IN GOOD CONDITION.
 GY1870
 GY1870                          STATION RECOVERY (1999)
 GY1870
 GY1870'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1870'MARK IS 3 FEET EAST OF CENTER OF ENTRANCE TO FRENCH CLINE INSURANCE
 GY1870'AGENCY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0907 ***********************************************************************
 HY0907  DESIGNATION -  G 92
 HY0907  PID         -  HY0907
 HY0907  STATE/COUNTY-  KY/LAWRENCE
 HY0907  USGS QUAD   -  BLAINE (1993)
 HY0907
 HY0907                         *CURRENT SURVEY CONTROL
 HY0907  ___________________________________________________________________
 HY0907* NAD 83(1986)-  38 01 21.     (N)    082 52 22.     (W)     SCALED    
 HY0907* NAVD 88     -       199.198  (meters)     653.54   (feet)  ADJUSTED  
 HY0907  ___________________________________________________________________
 HY0907  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HY0907  DYNAMIC HT  -         199.054 (meters)     653.06  (feet)  COMP
 HY0907  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 HY0907
 HY0907  VERT ORDER  -  SECOND    CLASS 0
 HY0907
 HY0907.The horizontal coordinates were scaled from a topographic map and have
 HY0907.an estimated accuracy of +/- 6 seconds.
 HY0907
 HY0907.The orthometric height was determined by differential leveling
 HY0907.and adjusted by the National Geodetic Survey in June 1991..
 HY0907
 HY0907.The geoid height was determined by GEOID03.
 HY0907
 HY0907.The dynamic height is computed by dividing the NAVD 88
 HY0907.geopotential number by the normal gravity value computed on the
 HY0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0907.degrees latitude (g = 980.6199 gals.).
 HY0907
 HY0907.The modeled gravity was interpolated from observed gravity values.
 HY0907
 HY0907;                    North         East    Units  Estimated Accuracy
 HY0907;SPC KY1Z     - 1,191,360.    1,752,570.      MT  (+/- 180 meters Scaled)
 HY0907
 HY0907                          SUPERSEDED SURVEY CONTROL
 HY0907
 HY0907  NGVD 29 (??/??/92)  199.398  (m)          654.19   (f) ADJ UNCH    2 0
 HY0907
 HY0907.Superseded values are not recommended for survey control.
 HY0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0907.See file dsdata.txt to determine how the superseded data were derived.
 HY0907
 HY0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC356099(NAD 83)
 HY0907_MARKER: DB = BENCH MARK DISK
 HY0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0907_STAMPING: G 92 1935 654.192
 HY0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0907+STABILITY: SURFACE MOTION
 HY0907
 HY0907  HISTORY     - Date     Condition        Report By
 HY0907  HISTORY     - 1935     MONUMENTED       CGS
 HY0907  HISTORY     - 1955     GOOD             NGS
 HY0907  HISTORY     - 1959     MARK NOT FOUND   USGS
 HY0907
 HY0907                          STATION DESCRIPTION
 HY0907
 HY0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0907'1.9 MI W FROM BLAINE.
 HY0907'1.9 MILES WEST ALONG STATE HIGHWAY 32 FROM THE BANK AT ELAINE,
 HY0907'0.7 MILE WEST OF THE WEST ONE OF TWO CONCRETE BRIDGES OVER
 HY0907'CAIN CREEK, 270 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 HY0907'AT THE SOUTHWEST CORNER OF A CEMETERY AND ACROSS A CULTIVATED
 HY0907'FIELD, 18 FEET SOUTH OF THE SOUTH EDGE OF THE FIELD, 10 FEET
 HY0907'WEST OF THE CENTER OF A VERY DIM ROAD FROM FIELD DOWN BANK
 HY0907'OF OLD ROAD, (OLD STATE HIGHWAY 32) WHICH IS ALMOST OBLITERATED,
 HY0907'4 FEET NORTH OF THE EDGE OF THE OLD HIGHWAY CUT AND A GROUP
 HY0907'OF SMALL ELMS GROWING AT EDGE OF BANK, ABOUT 4 FEET ABOVE THE
 HY0907'LEVEL OF OLD HIGHWAY BED, AND ABOUT 10 FEET BELOW THE LEVEL OF
 HY0907'NEW HIGHWAY.  WEEDS AND BRUSH 10 FEET HIGH GROW ALONG THIS OLD
 HY0907'ROAD BANK MAKING IT EXTREMELY HARD TO FIND THIS MARK.
 HY0907
 HY0907                          STATION RECOVERY (1959)
 HY0907
 HY0907'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HY0907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0577 ***********************************************************************
 HZ0577  DESIGNATION -  GA 92
 HZ0577  PID         -  HZ0577
 HZ0577  STATE/COUNTY-  KY/GALLATIN
 HZ0577  USGS QUAD   -  SANDERS (1987)
 HZ0577
 HZ0577                         *CURRENT SURVEY CONTROL
 HZ0577  ___________________________________________________________________
 HZ0577* NAD 83(1986)-  38 41 56.     (N)    084 54 37.     (W)     SCALED    
 HZ0577* NAVD 88     -       224.06   (+/-2cm)     735.1    (feet)  VERTCON   
 HZ0577  ___________________________________________________________________
 HZ0577  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ0577
 HZ0577  VERT ORDER  -  ? (See Below)
 HZ0577
 HZ0577.The horizontal coordinates were scaled from a topographic map and have
 HZ0577.an estimated accuracy of +/- 6 seconds.
 HZ0577
 HZ0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0577.The vertical order pertains to the NGVD 29 superseded value.
 HZ0577
 HZ0577.The geoid height was determined by GEOID03.
 HZ0577
 HZ0577;                    North         East    Units  Estimated Accuracy
 HZ0577;SPC KY1Z     - 1,262,870.    1,573,050.      MT  (+/- 180 meters Scaled)
 HZ0577
 HZ0577                          SUPERSEDED SURVEY CONTROL
 HZ0577
 HZ0577  NGVD 29 (??/??/92)  224.247  (m)          735.72   (f) ADJ UNCH    ?  
 HZ0577
 HZ0577.Superseded values are not recommended for survey control.
 HZ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0577.See file dsdata.txt to determine how the superseded data were derived.
 HZ0577
 HZ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH817854(NAD 83)
 HZ0577_MARKER: Q = CHISELED SQUARE
 HZ0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0577_SP_SET: CULVERT
 HZ0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0577
 HZ0577  HISTORY     - Date     Condition        Report By
 HZ0577  HISTORY     - UNK      MONUMENTED       CGS
 HZ0577  HISTORY     - 1935     GOOD             NGS
 HZ0577  HISTORY     - 19920714 MARK NOT FOUND   USPSQD
 HZ0577
 HZ0577                          STATION DESCRIPTION
 HZ0577
 HZ0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HZ0577'1.8 MI N FROM SPARTA.
 HZ0577'1.8 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE RAILROAD STATION
 HZ0577'AT SPARTA, GALLATIN COUNTY, 20 FEET NORTH OF POLE GA 92, AND ON
 HZ0577'THE EAST HEADWALL OF AN 18-INCH CORRUGATED CULVERT.  A 2-INCH
 HZ0577'OUTLINED SQUARE.
 HZ0577
 HZ0577                          STATION RECOVERY (1992)
 HZ0577
 HZ0577'RECOVERY NOTE BY US POWER SQUADRON 1992 (GK)
 HZ0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1844 ***********************************************************************
 GZ1844  DESIGNATION -  GADBERRY AZ MK
 GZ1844  PID         -  GZ1844
 GZ1844  STATE/COUNTY-  KY/ADAIR
 GZ1844  USGS QUAD   -  COLUMBIA (1976)
 GZ1844
 GZ1844                         *CURRENT SURVEY CONTROL
 GZ1844  ___________________________________________________________________
 GZ1844* NAD 83(1986)-  37 02 39.     (N)    085 18 43.     (W)     SCALED    
 GZ1844* NAVD 88     -       289.317  (meters)     949.20   (feet)  ADJUSTED  
 GZ1844  ___________________________________________________________________
 GZ1844  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GZ1844  DYNAMIC HT  -         289.084 (meters)     948.44  (feet)  COMP
 GZ1844  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 GZ1844
 GZ1844  VERT ORDER  -  SECOND    CLASS 0
 GZ1844
 GZ1844.The horizontal coordinates were scaled from a topographic map and have
 GZ1844.an estimated accuracy of +/- 6 seconds.
 GZ1844
 GZ1844.The orthometric height was determined by differential leveling
 GZ1844.and adjusted by the National Geodetic Survey in June 1991..
 GZ1844
 GZ1844.The geoid height was determined by GEOID03.
 GZ1844
 GZ1844.The dynamic height is computed by dividing the NAVD 88
 GZ1844.geopotential number by the normal gravity value computed on the
 GZ1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1844.degrees latitude (g = 980.6199 gals.).
 GZ1844
 GZ1844.The modeled gravity was interpolated from observed gravity values.
 GZ1844
 GZ1844;                    North         East    Units  Estimated Accuracy
 GZ1844;SPC KY1Z     - 1,078,980.    1,538,970.      MT  (+/- 180 meters Scaled)
 GZ1844
 GZ1844                          SUPERSEDED SURVEY CONTROL
 GZ1844
 GZ1844  NGVD 29 (??/??/92)  289.471  (m)          949.71   (f) ADJ UNCH    2 0
 GZ1844
 GZ1844.Superseded values are not recommended for survey control.
 GZ1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1844.See file dsdata.txt to determine how the superseded data were derived.
 GZ1844
 GZ1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG501011(NAD 83)
 GZ1844_MARKER: DZ = AZIMUTH MARK DISK
 GZ1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1844_STAMPING: GADBERRY 1951 949.706
 GZ1844_MARK LOGO: CGS   
 GZ1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1844+STABILITY: SURFACE MOTION
 GZ1844
 GZ1844  HISTORY     - Date     Condition        Report By
 GZ1844  HISTORY     - 1951     MONUMENTED       CGS
 GZ1844  HISTORY     - 1958     GOOD             CGS
 GZ1844  HISTORY     - 20050816 MARK NOT FOUND   KYTC
 GZ1844
 GZ1844                          STATION DESCRIPTION
 GZ1844
 GZ1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1844'AT GADBERRY.
 GZ1844'AT GADBERRY, ABOUT 0.05 MILE NORTH ALONG A GRAVEL ROAD FROM SMITH
 GZ1844'CHAPEL CHURCH OF CHRIST, THENCE ABOUT 0.15 MILE WEST ALONG A
 GZ1844'GRADED ROAD, AT THE CROSSING OF A POWER LINE, 10 FEET NORTH OF
 GZ1844'CENTER LINE OF GRADED ROAD, 1 FOOT WEST OF A POWER POLE, 2 FEET
 GZ1844'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET ABOVE
 GZ1844'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GZ1844'INCHES.
 GZ1844
 GZ1844                          STATION RECOVERY (1958)
 GZ1844
 GZ1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GZ1844'RECOVERED IN GOOD CONDITION.
 GZ1844
 GZ1844                          STATION RECOVERY (2005)
 GZ1844
 GZ1844'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2614 ***********************************************************************
 GZ2614  DESIGNATION -  GADBERRY RESET
 GZ2614  PID         -  GZ2614
 GZ2614  STATE/COUNTY-  KY/ADAIR
 GZ2614  USGS QUAD   -  COLUMBIA (1976)
 GZ2614
 GZ2614                         *CURRENT SURVEY CONTROL
 GZ2614  ___________________________________________________________________
 GZ2614* NAD 83(1993)-  37 02 38.11521(N)    085 18 33.02310(W)     ADJUSTED  
 GZ2614* NAVD 88     -       291.52   (meters)     956.4    (feet)  RESET     
 GZ2614  ___________________________________________________________________
 GZ2614  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GZ2614  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GZ2614
 GZ2614  HORZ ORDER  -  THIRD
 GZ2614  VERT ORDER  -  THIRD
 GZ2614
 GZ2614.The horizontal coordinates were established by classical geodetic methods
 GZ2614.and adjusted by the National Geodetic Survey in December 1995..
 GZ2614
 GZ2614.The orthometric height was computed from unverified reset data.
 GZ2614.No vertical observational check was made to the station.
 GZ2614
 GZ2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2614
 GZ2614.The geoid height was determined by GEOID03.
 GZ2614
 GZ2614;                    North         East     Units Scale Factor Converg.
 GZ2614;SPC KY1Z     - 1,078,957.603 1,539,216.393   MT  1.00000966   +0 16 14.3
 GZ2614;SPC KY1Z     - 3,539,880.07  5,049,912.45   sFT  1.00000966   +0 16 14.3
 GZ2614;SPC KY S     -   578,947.846   539,214.377   MT  0.99995816   +0 16 02.4
 GZ2614;SPC KY S     - 1,899,431.39  1,769,072.50   sFT  0.99995816   +0 16 02.4
 GZ2614;UTM  16      - 4,101,081.465   650,362.595   MT  0.99987852   +1 01 07.6
 GZ2614
 GZ2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2614!SPC KY1Z     -   0.99995916  x   1.00000966  =   0.99996882
 GZ2614!SPC KY S     -   0.99995916  x   0.99995816  =   0.99991733
 GZ2614!UTM  16      -   0.99995916  x   0.99987852  =   0.99983769
 GZ2614
 GZ2614|---------------------------------------------------------------------|
 GZ2614| PID    Reference Object                     Distance      Geod. Az  |
 GZ2614|                                                           dddmmss.s |
 GZ2614| GZ1843 GADBERRY RM 2                        19.919 METERS 27029     |
 GZ2614| GZ1844 GADBERRY AZ MK                                     2785849.3 |
 GZ2614| GZ1774 MILLTOWN                            APPROX.10.0 KM 3222700.3 |
 GZ2614| GZ1841 GADBERRY RM 1                        16.422 METERS 35933     |
 GZ2614|---------------------------------------------------------------------|
 GZ2614
 GZ2614                          SUPERSEDED SURVEY CONTROL
 GZ2614
 GZ2614  NAD 83(1986)-  37 02 38.12447(N)    085 18 33.03123(W) AD(       ) 3
 GZ2614  NGVD 29 (10/08/05)  291.68   (m)          957.0    (f) RESET       3  
 GZ2614
 GZ2614.Superseded values are not recommended for survey control.
 GZ2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2614.See file dsdata.txt to determine how the superseded data were derived.
 GZ2614
 GZ2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5036301081(NAD 83)
 GZ2614_MARKER: DS = TRIANGULATION STATION DISK
 GZ2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2614_STAMPING: GADBERRY 1951 1982
 GZ2614_MARK LOGO: NGS   
 GZ2614_PROJECTION: RECESSED 50 CENTIMETERS
 GZ2614_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2614+STABILITY: SURFACE MOTION
 GZ2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2614+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 GZ2614
 GZ2614  HISTORY     - Date     Condition        Report By
 GZ2614  HISTORY     - 1982     MONUMENTED       NGS
 GZ2614  HISTORY     - 19820615 GOOD             NGS
 GZ2614  HISTORY     - 20050816 GOOD             KYTC
 GZ2614
 GZ2614                          STATION DESCRIPTION
 GZ2614
 GZ2614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GZ2614'7.1 KM (4.4 MI) SOUTH FROM COLUMBIA.
 GZ2614'1.0 KM (0.6 MI) SOUTH ALONG STATE HIGHWAYS 80 AND 55 FROM THEIR
 GZ2614'JUNCTION AT THE ADAIR COUNTY COURTHOUSE IN COLUMBIA, THENCE 2.1 KM
 GZ2614'(1.3 MI) SOUTH ALONG HIGHWAY 55 TO THE JUNCTION OF STATE HIGHWAY
 GZ2614'704, THENCE SOUTH ALONG HIGHWAY 704 FOR 4.0 KM (2.5 MI) TO THE
 GZ2614'MARK ON THE LEFT, 9.8 KM (32.0 FEET) EAST OF THE CENTERLINE OF THE
 GZ2614'HIGHWAY, 2.1 METERS (7.0 FEET) EAST OF A FENCE, AND 16.8 METERS
 GZ2614'(55.0 FEET) SOUTH OF THE SOUTHWEST CORNER OF AN OLD STORE BUILDING.
 GZ2614
 GZ2614                          STATION RECOVERY (1982)
 GZ2614
 GZ2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GZ2614'THE SURFACE STATION MARK WAS FOUND DESTROYED.  THE UNDERGROUND STATION
 GZ2614'MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 GZ2614'MARK WAS NOT FOUND AND THOUGHT DESTROYED BY ROAD WORK.  A NEW SURFACE
 GZ2614'STATION MARK WAS SET.  THE DIRECTION BETWEEN THE REFERENCE MARKS
 GZ2614'CHECKED AS DID THE DISTANCE TO REFERENCE MARK 2.  THE DISTANCE TO
 GZ2614'REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY 0.08 OF A FOOT.  A NEW
 GZ2614'DESCRIPTION FOLLOWS.
 GZ2614'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTH OF COLUMBIA 9.8
 GZ2614'METERS (32.2 FT) EAST OF THE CENTERLINE OF HIGHWAY 704 2.1 METERS (6.9
 GZ2614'FT) EAST OF A FENCE AND 16.8 METERS (55.1 FT) SOUTH OF THE SOUTHWEST
 GZ2614'CORNER OF AN OLD STORE BUILDING. THE MONUMENT IS 0.5 METER (1.6 FT)
 GZ2614'UNDERGROUND AND THE DISK IS STAMPED--GADBERRY 1951 1982--.
 GZ2614'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 AND 80 AT
 GZ2614'THE SOUTHEAST SIDE OF THE COURTHOUSE AT COLUMBIA GO SOUTHEAST ON THE
 GZ2614'HIGHWAYS FOR 1 KM (0.60 MI) TO THEIR JUNCTION.  KEEP SOUTH ON HIGHWAY
 GZ2614'55 FOR 2.1 KM (1.30 MI) TO THE JUNCTION OF STATE HIGHWAY 704.
 GZ2614'CONTINUE SOUTH ON HIGHWAY 704 FOR 4.0 KM (2.50 MI) TO THE STATION ON
 GZ2614'THE LEFT. REFERENCE MARK 1 IS 0.3 METER (1.0 FT) NORTH OF A METAL
 GZ2614'WITNESS POST 0.3 METER (1.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 GZ2614'BUILDING 0.3 METERS (1.0 FT) EAST OF A FENCE AND 9.8 METERS (32.2 FT)
 GZ2614'EAST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 0.15
 GZ2614'METER (0.49 FT) AND THE DISK IS STAMPED--GADBERRY NO 1 1951--.
 GZ2614'REFERENCE MARK NO 2 IS 10.1 METERS (33.1 FT) WEST OF THE CENTERLINE OF
 GZ2614'THE HIGHWAY AND 0.3 METER (1.0 FT) NORTH OF A METAL WITNESS POST. THE
 GZ2614'MONUMENT PROJECTS 0.06 METER (0.20 FT) AND THE DISK IS
 GZ2614'STAMPED--GADBERRY NO 2 1951--.
 GZ2614
 GZ2614                          STATION RECOVERY (2005)
 GZ2614
 GZ2614'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ2614'STATION MARK, RM 1 AND RM 2 WERE RECOVERED, AZIMUTH MARK WAS SEARCHED
 GZ2614'FOR BUT NOT FOUND AND DETERMINED TO HAVE BEEN GRADED OUT DURING
 GZ2614'PREVIOUS ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1841 ***********************************************************************
 GZ1841  DESIGNATION -  GADBERRY RM 1
 GZ1841  PID         -  GZ1841
 GZ1841  STATE/COUNTY-  KY/ADAIR
 GZ1841  USGS QUAD   -  COLUMBIA (1976)
 GZ1841
 GZ1841                         *CURRENT SURVEY CONTROL
 GZ1841  ___________________________________________________________________
 GZ1841* NAD 83(1986)-  37 02 37.     (N)    085 18 33.     (W)     SCALED    
 GZ1841* NAVD 88     -       292.093  (meters)     958.31   (feet)  ADJUSTED  
 GZ1841  ___________________________________________________________________
 GZ1841  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GZ1841  DYNAMIC HT  -         291.858 (meters)     957.54  (feet)  COMP
 GZ1841  MODELED GRAV-     979,818.5   (mgal)                       NAVD 88
 GZ1841
 GZ1841  VERT ORDER  -  SECOND    CLASS 0
 GZ1841
 GZ1841.The horizontal coordinates were scaled from a topographic map and have
 GZ1841.an estimated accuracy of +/- 6 seconds.
 GZ1841
 GZ1841.The orthometric height was determined by differential leveling
 GZ1841.and adjusted by the National Geodetic Survey in June 1991..
 GZ1841
 GZ1841.The geoid height was determined by GEOID03.
 GZ1841
 GZ1841.The dynamic height is computed by dividing the NAVD 88
 GZ1841.geopotential number by the normal gravity value computed on the
 GZ1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1841.degrees latitude (g = 980.6199 gals.).
 GZ1841
 GZ1841.The modeled gravity was interpolated from observed gravity values.
 GZ1841
 GZ1841;                    North         East    Units  Estimated Accuracy
 GZ1841;SPC KY1Z     - 1,078,920.    1,539,220.      MT  (+/- 180 meters Scaled)
 GZ1841
 GZ1841                          SUPERSEDED SURVEY CONTROL
 GZ1841
 GZ1841  NGVD 29 (??/??/92)  292.247  (m)          958.81   (f) ADJ UNCH    2 0
 GZ1841
 GZ1841.Superseded values are not recommended for survey control.
 GZ1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1841.See file dsdata.txt to determine how the superseded data were derived.
 GZ1841
 GZ1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG503010(NAD 83)
 GZ1841_MARKER: DR = REFERENCE MARK DISK
 GZ1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1841_STAMPING: GADBERRY NO 1 1951 958.814
 GZ1841_MARK LOGO: CGS   
 GZ1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1841+STABILITY: SURFACE MOTION
 GZ1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1841+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 GZ1841
 GZ1841  HISTORY     - Date     Condition        Report By
 GZ1841  HISTORY     - 1951     MONUMENTED       CGS
 GZ1841  HISTORY     - 1958     GOOD             CGS
 GZ1841  HISTORY     - 20050816 GOOD             KYTC
 GZ1841
 GZ1841                          STATION DESCRIPTION
 GZ1841
 GZ1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1841'AT GADBERRY.
 GZ1841'AT GADBERRY, ABOUT 0.1 MILE NORTH ALONG A GRAVEL ROAD FROM SMITH
 GZ1841'CHAPEL CHURCH OF CHRIST, ABOUT 133 YARDS NORTH OF THE POST OFFICE,
 GZ1841'30 FEET EAST OF CENTER LINE OF ROAD, 1 FOOT SOUTH OF SOUTHWEST
 GZ1841'CORNER OF A STORE BUILDING, 54 FEET NORTH OF THE STATION MARK, 84
 GZ1841'FEET NORTHEAST AND ACROSS ROAD FROM RM NO. 2, 1 FOOT WEST OF A
 GZ1841'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE ROAD AND
 GZ1841'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GZ1841
 GZ1841                          STATION RECOVERY (1958)
 GZ1841
 GZ1841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GZ1841'RECOVERED IN GOOD CONDITION.
 GZ1841
 GZ1841                          STATION RECOVERY (2005)
 GZ1841
 GZ1841'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1843 ***********************************************************************
 GZ1843  DESIGNATION -  GADBERRY RM 2
 GZ1843  PID         -  GZ1843
 GZ1843  STATE/COUNTY-  KY/ADAIR
 GZ1843  USGS QUAD   -  COLUMBIA (1976)
 GZ1843
 GZ1843                         *CURRENT SURVEY CONTROL
 GZ1843  ___________________________________________________________________
 GZ1843* NAD 83(1986)-  37 02 37.     (N)    085 18 33.     (W)     SCALED    
 GZ1843* NAVD 88     -       290.455  (meters)     952.93   (feet)  ADJUSTED  
 GZ1843  ___________________________________________________________________
 GZ1843  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GZ1843  DYNAMIC HT  -         290.221 (meters)     952.17  (feet)  COMP
 GZ1843  MODELED GRAV-     979,818.5   (mgal)                       NAVD 88
 GZ1843
 GZ1843  VERT ORDER  -  SECOND    CLASS 0
 GZ1843
 GZ1843.The horizontal coordinates were scaled from a topographic map and have
 GZ1843.an estimated accuracy of +/- 6 seconds.
 GZ1843
 GZ1843.The orthometric height was determined by differential leveling
 GZ1843.and adjusted by the National Geodetic Survey in June 1991..
 GZ1843
 GZ1843.The geoid height was determined by GEOID03.
 GZ1843
 GZ1843.The dynamic height is computed by dividing the NAVD 88
 GZ1843.geopotential number by the normal gravity value computed on the
 GZ1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1843.degrees latitude (g = 980.6199 gals.).
 GZ1843
 GZ1843.The modeled gravity was interpolated from observed gravity values.
 GZ1843
 GZ1843;                    North         East    Units  Estimated Accuracy
 GZ1843;SPC KY1Z     - 1,078,920.    1,539,220.      MT  (+/- 180 meters Scaled)
 GZ1843
 GZ1843                          SUPERSEDED SURVEY CONTROL
 GZ1843
 GZ1843  NGVD 29 (??/??/92)  290.609  (m)          953.44   (f) ADJ UNCH    2 0
 GZ1843
 GZ1843.Superseded values are not recommended for survey control.
 GZ1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1843.See file dsdata.txt to determine how the superseded data were derived.
 GZ1843
 GZ1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG503010(NAD 83)
 GZ1843_MARKER: DR = REFERENCE MARK DISK
 GZ1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1843_STAMPING: GADBERRY NO 2 1951 953.440
 GZ1843_MARK LOGO: CGS   
 GZ1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1843+STABILITY: SURFACE MOTION
 GZ1843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1843+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 GZ1843
 GZ1843  HISTORY     - Date     Condition        Report By
 GZ1843  HISTORY     - 1951     MONUMENTED       CGS
 GZ1843  HISTORY     - 1958     GOOD             CGS
 GZ1843  HISTORY     - 20050816 GOOD             KYTC
 GZ1843
 GZ1843                          STATION DESCRIPTION
 GZ1843
 GZ1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1843'AT GADBERRY.
 GZ1843'AT GADBERRY, ABOUT 0.1 MILE NORTH ALONG A GRAVEL ROAD FROM SMITH
 GZ1843'CHAPEL CHURCH OF CHRIST, ABOUT 115 YARDS NORTH OF THE POST OFFICE,
 GZ1843'36 FEET WEST OF CENTER LINE OF ROAD, 85 FEET SOUTHWEST AND ACROSS
 GZ1843'ROAD FROM THE SOUTHWEST CORNER OF A STORE BUILDING, 84 FEET
 GZ1843'SOUTHWEST OF RM NO. 1, 65 1/2 FEET WEST AND ACROSS ROAD FROM
 GZ1843'STATION MARK, 4 FEET EAST OF A FENCE LINE, ABOUT 2 1/2 FEET BELOW
 GZ1843'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GZ1843'INCHES.
 GZ1843
 GZ1843                          STATION RECOVERY (1958)
 GZ1843
 GZ1843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GZ1843'RECOVERED IN GOOD CONDITION.
 GZ1843
 GZ1843                          STATION RECOVERY (2005)
 GZ1843
 GZ1843'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0205 ***********************************************************************
 GB0205  DESIGNATION -  GAGING STA
 GB0205  PID         -  GB0205
 GB0205  STATE/COUNTY-  KY/WHITLEY
 GB0205  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0205
 GB0205                         *CURRENT SURVEY CONTROL
 GB0205  ___________________________________________________________________
 GB0205* NAD 83(1986)-  36 44 38.     (N)    084 09 29.     (W)     SCALED    
 GB0205* NAVD 88     -       282.408  (meters)     926.53   (feet)  ADJUSTED  
 GB0205  ___________________________________________________________________
 GB0205  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB0205  DYNAMIC HT  -         282.175 (meters)     925.77  (feet)  COMP
 GB0205  MODELED GRAV-     979,797.4   (mgal)                       NAVD 88
 GB0205
 GB0205  VERT ORDER  -  SECOND    CLASS 0
 GB0205
 GB0205.The horizontal coordinates were scaled from a topographic map and have
 GB0205.an estimated accuracy of +/- 6 seconds.
 GB0205
 GB0205.The orthometric height was determined by differential leveling
 GB0205.and adjusted by the National Geodetic Survey in June 1991..
 GB0205
 GB0205.The geoid height was determined by GEOID03.
 GB0205
 GB0205.The dynamic height is computed by dividing the NAVD 88
 GB0205.geopotential number by the normal gravity value computed on the
 GB0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0205.degrees latitude (g = 980.6199 gals.).
 GB0205
 GB0205.The modeled gravity was interpolated from observed gravity values.
 GB0205
 GB0205;                    North         East    Units  Estimated Accuracy
 GB0205;SPC KY1Z     - 1,046,780.    1,642,180.      MT  (+/- 180 meters Scaled)
 GB0205
 GB0205                          SUPERSEDED SURVEY CONTROL
 GB0205
 GB0205  NGVD 29 (??/??/92)  282.563  (m)          927.04   (f) ADJ UNCH    2 0
 GB0205
 GB0205.Superseded values are not recommended for survey control.
 GB0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0205.See file dsdata.txt to determine how the superseded data were derived.
 GB0205
 GB0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF537702(NAD 83)
 GB0205_MARKER: O = CHISELED CIRCLE
 GB0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0205_SP_SET: PIER
 GB0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0205
 GB0205  HISTORY     - Date     Condition        Report By
 GB0205  HISTORY     - UNK      MONUMENTED       USGS
 GB0205  HISTORY     - 1950     GOOD             NGS
 GB0205  HISTORY     - 1957     GOOD             NGS
 GB0205
 GB0205                          STATION DESCRIPTION
 GB0205
 GB0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0205'AT WILLIAMSBURG.
 GB0205'AT WILLIAMSBURG, AT THE SOUTHWEST END OF THE BRIDGE OVER CUMBERLAND
 GB0205'RIVER, A CHISELED CIRCLE ON THE TOP OF THE NORTH CORNER OF THE TOP
 GB0205'STONE OF THE SOUTHWEST PIER OF STATE HIGHWAY 92 BRIDGE OVER RIVER,
 GB0205'12 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, 6 FEET SOUTHEAST
 GB0205'OF THE EAST CORNER OF CONCRETE GAGING STATION STAFF AND ABOUT 6
 GB0205'FEET BELOW THE HIGHWAY.
 GB0205
 GB0205                          STATION RECOVERY (1957)
 GB0205
 GB0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1391 ***********************************************************************
 HZ1391  DESIGNATION -  GAGING STA
 HZ1391  PID         -  HZ1391
 HZ1391  STATE/COUNTY-  KY/JEFFERSON
 HZ1391  USGS QUAD   -  KOSMOSDALE (1994)
 HZ1391
 HZ1391                         *CURRENT SURVEY CONTROL
 HZ1391  ___________________________________________________________________
 HZ1391* NAD 83(1986)-  38 02 23.     (N)    085 54 14.     (W)     SCALED    
 HZ1391* NAVD 88     -       127.804  (meters)     419.30   (feet)  ADJUSTED  
 HZ1391  ___________________________________________________________________
 HZ1391  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HZ1391  DYNAMIC HT  -         127.716 (meters)     419.01  (feet)  COMP
 HZ1391  MODELED GRAV-     979,932.5   (mgal)                       NAVD 88
 HZ1391
 HZ1391  VERT ORDER  -  FIRST     CLASS II
 HZ1391
 HZ1391.The horizontal coordinates were scaled from a topographic map and have
 HZ1391.an estimated accuracy of +/- 6 seconds.
 HZ1391
 HZ1391.The orthometric height was determined by differential leveling
 HZ1391.and adjusted by the National Geodetic Survey in June 1991..
 HZ1391
 HZ1391.The geoid height was determined by GEOID03.
 HZ1391
 HZ1391.The dynamic height is computed by dividing the NAVD 88
 HZ1391.geopotential number by the normal gravity value computed on the
 HZ1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1391.degrees latitude (g = 980.6199 gals.).
 HZ1391
 HZ1391.The modeled gravity was interpolated from observed gravity values.
 HZ1391
 HZ1391;                    North         East    Units  Estimated Accuracy
 HZ1391;SPC KY1Z     - 1,189,390.    1,486,490.      MT  (+/- 180 meters Scaled)
 HZ1391
 HZ1391                          SUPERSEDED SURVEY CONTROL
 HZ1391
 HZ1391  NGVD 29 (??/??/92)  127.938  (m)          419.74   (f) ADJ UNCH    1 2
 HZ1391
 HZ1391.Superseded values are not recommended for survey control.
 HZ1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1391.See file dsdata.txt to determine how the superseded data were derived.
 HZ1391
 HZ1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH961107(NAD 83)
 HZ1391_MARKER: DD = SURVEY DISK
 HZ1391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1391_SP_SET: CURB
 HZ1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1391
 HZ1391  HISTORY     - Date     Condition        Report By
 HZ1391  HISTORY     - UNK      MONUMENTED       USGS
 HZ1391  HISTORY     - 1953     GOOD             NGS
 HZ1391
 HZ1391                          STATION DESCRIPTION
 HZ1391
 HZ1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HZ1391'AT KOSMOSDALE.
 HZ1391'AT KOSMOSDALE, ON THE LEFT BANK OF THE OHIO RIVER, ABOUT 0.25 MILE
 HZ1391'SOUTHWEST OF MAIN PLANT OF KOSMOS CEMENT COMPANY, SET IN THE TOP
 HZ1391'OF CONCRETE CURBING AROUND A STATIONARY STONE HOPPER, 186 FEET
 HZ1391'SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF USGS GAGING STATION BUILDING,
 HZ1391'8 1/2 FEET NORTH OF NORTHEAST CORNER OF STONE HOPPER AND ABOUT 1
 HZ1391'FOOT ABOVE DRIVE WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1234 ***********************************************************************
 GB1234  DESIGNATION -  GAGING STATION
 GB1234  PID         -  GB1234
 GB1234  STATE/COUNTY-  KY/PULASKI
 GB1234  USGS QUAD   -  BURNSIDE (1982)
 GB1234
 GB1234                         *CURRENT SURVEY CONTROL
 GB1234  ___________________________________________________________________
 GB1234* NAD 83(1986)-  36 59 29.     (N)    084 37 10.     (W)     SCALED    
 GB1234* NAVD 88     -       253.531  (meters)     831.79   (feet)  ADJUSTED  
 GB1234  ___________________________________________________________________
 GB1234  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 GB1234  DYNAMIC HT  -         253.336 (meters)     831.15  (feet)  COMP
 GB1234  MODELED GRAV-     979,853.2   (mgal)                       NAVD 88
 GB1234
 GB1234  VERT ORDER  -  FIRST     CLASS I
 GB1234
 GB1234.The horizontal coordinates were scaled from a topographic map and have
 GB1234.an estimated accuracy of +/- 6 seconds.
 GB1234
 GB1234.The orthometric height was determined by differential leveling
 GB1234.and adjusted by the National Geodetic Survey in June 1991..
 GB1234
 GB1234.The geoid height was determined by GEOID03.
 GB1234
 GB1234.The dynamic height is computed by dividing the NAVD 88
 GB1234.geopotential number by the normal gravity value computed on the
 GB1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1234.degrees latitude (g = 980.6199 gals.).
 GB1234
 GB1234.The modeled gravity was interpolated from observed gravity values.
 GB1234
 GB1234;                    North         East    Units  Estimated Accuracy
 GB1234;SPC KY1Z     - 1,073,650.    1,600,640.      MT  (+/- 180 meters Scaled)
 GB1234
 GB1234                          SUPERSEDED SURVEY CONTROL
 GB1234
 GB1234  NGVD 29 (??/??/92)  253.711  (m)          832.38   (f) ADJ UNCH    1 1
 GB1234
 GB1234.Superseded values are not recommended for survey control.
 GB1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1234.See file dsdata.txt to determine how the superseded data were derived.
 GB1234
 GB1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF118965(NAD 83)
 GB1234_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GB1234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1234_SP_SET: BRIDGE WALKWAY
 GB1234_STAMPING: 832.282
 GB1234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1234
 GB1234  HISTORY     - Date     Condition        Report By
 GB1234  HISTORY     - UNK      MONUMENTED       USGS
 GB1234  HISTORY     - 1968     GOOD             NGS
 GB1234
 GB1234                          STATION DESCRIPTION
 GB1234
 GB1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB1234'2.1 MI NW FROM BURNSIDE.
 GB1234'ABOUT 1.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB1234'STATION AT BURNSIDE, THENCE 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY
 GB1234'1247, THENCE 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 90, 0.9 MILE
 GB1234'SOUTHWEST OF A JUNCTION OF THE HIGHWAY AND U.S. HIGHWAY 27, SET
 GB1234'IN THE TOP OF THE NORTHWEST CONCRETE WALKWAY ON A HIGHWAY BRIDGE
 GB1234'OVER THE CUMBERLAND RIVER, 221 YARDS SOUTHWEST OF THE NORTHEAST
 GB1234'END OF THE BRIDGE, 13 1/2 FEET NORTHWEST OF THE CENTERLINE OF THE
 GB1234'HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2135 ***********************************************************************
 GZ2135  DESIGNATION -  GAGING STATION
 GZ2135  PID         -  GZ2135
 GZ2135  STATE/COUNTY-  KY/GREEN
 GZ2135  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ2135
 GZ2135                         *CURRENT SURVEY CONTROL
 GZ2135  ___________________________________________________________________
 GZ2135* NAD 83(1986)-  37 15 14.     (N)    085 30 11.     (W)     SCALED    
 GZ2135* NAVD 88     -       172.602  (meters)     566.28   (feet)  ADJUSTED  
 GZ2135  ___________________________________________________________________
 GZ2135  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GZ2135  DYNAMIC HT  -         172.469 (meters)     565.84  (feet)  COMP
 GZ2135  MODELED GRAV-     979,857.7   (mgal)                       NAVD 88
 GZ2135
 GZ2135  VERT ORDER  -  SECOND    CLASS 0
 GZ2135
 GZ2135.The horizontal coordinates were scaled from a topographic map and have
 GZ2135.an estimated accuracy of +/- 6 seconds.
 GZ2135
 GZ2135.The orthometric height was determined by differential leveling
 GZ2135.and adjusted by the National Geodetic Survey in June 1991..
 GZ2135
 GZ2135.The geoid height was determined by GEOID03.
 GZ2135
 GZ2135.The dynamic height is computed by dividing the NAVD 88
 GZ2135.geopotential number by the normal gravity value computed on the
 GZ2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2135.degrees latitude (g = 980.6199 gals.).
 GZ2135
 GZ2135.The modeled gravity was interpolated from observed gravity values.
 GZ2135
 GZ2135;                    North         East    Units  Estimated Accuracy
 GZ2135;SPC KY1Z     - 1,102,200.    1,521,910.      MT  (+/- 180 meters Scaled)
 GZ2135
 GZ2135                          SUPERSEDED SURVEY CONTROL
 GZ2135
 GZ2135  NGVD 29 (??/??/92)  172.753  (m)          566.77   (f) ADJ UNCH    2 0
 GZ2135
 GZ2135.Superseded values are not recommended for survey control.
 GZ2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2135.See file dsdata.txt to determine how the superseded data were derived.
 GZ2135
 GZ2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG327240(NAD 83)
 GZ2135_MARKER: DD = SURVEY DISK
 GZ2135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2135_SP_SET: ABUTMENT
 GZ2135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2135
 GZ2135  HISTORY     - Date     Condition        Report By
 GZ2135  HISTORY     - UNK      MONUMENTED       USGS
 GZ2135  HISTORY     - 1951     GOOD             NGS
 GZ2135
 GZ2135                          STATION DESCRIPTION
 GZ2135
 GZ2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ2135'0.6 MI S FROM GREENSBURG.
 GZ2135'ABOUT 0.55 MILE SOUTH ALONG U.S. HIGHWAY 68 FROM THE OLD COURT
 GZ2135'HOUSE AT GREENSBURG, ON THE SOUTH BANK OF GREEN RIVER, ABOUT 20
 GZ2135'YARDS WEST OF NEW HIGHWAY BRIDGE OVER GREEN RIVER, SET IN THE TOP
 GZ2135'OF THE WEST END OF THE SOUTH ABUTMENT OF REMAINS OF OLD ABANDONED
 GZ2135'BRIDGE OVER GREEN RIVER, 6 FEET SOUTHEAST OF THE SOUTH CORNER
 GZ2135'OF BUILDING HOUSING GAGING STATION, AND ABOUT 20 FEET BELOW THE
 GZ2135'LEVEL OF NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1580 ***********************************************************************
 HY1580  DESIGNATION -  GAGING STATION
 HY1580  PID         -  HY1580
 HY1580  STATE/COUNTY-  KY/CARTER
 HY1580  USGS QUAD   -  OLIVE HILL (1975)
 HY1580
 HY1580                         *CURRENT SURVEY CONTROL
 HY1580  ___________________________________________________________________
 HY1580* NAD 83(1986)-  38 17 57.     (N)    083 10 24.     (W)     SCALED    
 HY1580* NAVD 88     -       232.126  (meters)     761.57   (feet)  ADJUSTED  
 HY1580  ___________________________________________________________________
 HY1580  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1580  DYNAMIC HT  -         231.969 (meters)     761.05  (feet)  COMP
 HY1580  MODELED GRAV-     979,946.7   (mgal)                       NAVD 88
 HY1580
 HY1580  VERT ORDER  -  FIRST     CLASS I
 HY1580
 HY1580.The horizontal coordinates were scaled from a topographic map and have
 HY1580.an estimated accuracy of +/- 6 seconds.
 HY1580
 HY1580.The orthometric height was determined by differential leveling
 HY1580.and adjusted by the National Geodetic Survey in June 1991..
 HY1580
 HY1580.The geoid height was determined by GEOID03.
 HY1580
 HY1580.The dynamic height is computed by dividing the NAVD 88
 HY1580.geopotential number by the normal gravity value computed on the
 HY1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1580.degrees latitude (g = 980.6199 gals.).
 HY1580
 HY1580.The modeled gravity was interpolated from observed gravity values.
 HY1580
 HY1580;                    North         East    Units  Estimated Accuracy
 HY1580;SPC KY1Z     - 1,221,290.    1,725,350.      MT  (+/- 180 meters Scaled)
 HY1580
 HY1580                          SUPERSEDED SURVEY CONTROL
 HY1580
 HY1580  NGVD 29 (??/??/92)  232.303  (m)          762.15   (f) ADJ UNCH    1 1
 HY1580
 HY1580.Superseded values are not recommended for survey control.
 HY1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1580.See file dsdata.txt to determine how the superseded data were derived.
 HY1580
 HY1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC099412(NAD 83)
 HY1580_MARKER: DD = SURVEY DISK
 HY1580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1580_SP_SET: BRIDGE
 HY1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1580
 HY1580  HISTORY     - Date     Condition        Report By
 HY1580  HISTORY     - UNK      MONUMENTED       USGS
 HY1580  HISTORY     - 1967     GOOD             NGS
 HY1580
 HY1580                          STATION DESCRIPTION
 HY1580
 HY1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1580'AT OLIVE HILL.
 HY1580'AT OLIVE HILL, ABOUT 0.1 MILE SOUTH ALONG CROSS STREET FROM THE
 HY1580'INTERSECTION OF RAILROAD STREET, ABOUT 0.1 MILE SOUTH OF THE
 HY1580'CHESAPEAKE AND OHIO RAILWAY STATION, SET ON THE TOP OF THE
 HY1580'SOUTHEAST END OF THE SOUTHEAST WING WALL FOR THE CROSS STREET
 HY1580'BRIDGE OVER TYGARTS CREEK, 12 1/2 FEET EAST OF THE CENTER LINE
 HY1580'OF THE STREET, 4.1 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 HY1580'WING WALL AND 1 1/2 FEET ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0355 ***********************************************************************
 GB0355  DESIGNATION -  GAGING STATION E
 GB0355  PID         -  GB0355
 GB0355  STATE/COUNTY-  KY/WHITLEY
 GB0355  USGS QUAD   -  CUMBERLAND FALLS (1981)
 GB0355
 GB0355                         *CURRENT SURVEY CONTROL
 GB0355  ___________________________________________________________________
 GB0355* NAD 83(1986)-  36 50 14.     (N)    084 20 37.     (W)     SCALED    
 GB0355* NAVD 88     -       255.194  (meters)     837.25   (feet)  ADJUSTED  
 GB0355  ___________________________________________________________________
 GB0355  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GB0355  DYNAMIC HT  -         254.994 (meters)     836.59  (feet)  COMP
 GB0355  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 GB0355
 GB0355  VERT ORDER  -  SECOND    CLASS 0
 GB0355
 GB0355.The horizontal coordinates were scaled from a topographic map and have
 GB0355.an estimated accuracy of +/- 6 seconds.
 GB0355
 GB0355.The orthometric height was determined by differential leveling
 GB0355.and adjusted by the National Geodetic Survey in June 1991..
 GB0355
 GB0355.The geoid height was determined by GEOID03.
 GB0355
 GB0355.The dynamic height is computed by dividing the NAVD 88
 GB0355.geopotential number by the normal gravity value computed on the
 GB0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0355.degrees latitude (g = 980.6199 gals.).
 GB0355
 GB0355.The modeled gravity was interpolated from observed gravity values.
 GB0355
 GB0355;                    North         East    Units  Estimated Accuracy
 GB0355;SPC KY1Z     - 1,056,870.    1,625,460.      MT  (+/- 180 meters Scaled)
 GB0355
 GB0355                          SUPERSEDED SURVEY CONTROL
 GB0355
 GB0355  NGVD 29 (??/??/92)  255.353  (m)          837.77   (f) ADJ UNCH    2 0
 GB0355
 GB0355.Superseded values are not recommended for survey control.
 GB0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0355.See file dsdata.txt to determine how the superseded data were derived.
 GB0355
 GB0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF368801(NAD 83)
 GB0355_MARKER: DD = SURVEY DISK
 GB0355_SETTING: 66 = SET IN ROCK OUTCROP
 GB0355_SP_SET: ROCK OUTCROP
 GB0355_STAMPING: 837.771
 GB0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0355+STABILITY: POSITION/ELEVATION WELL
 GB0355
 GB0355  HISTORY     - Date     Condition        Report By
 GB0355  HISTORY     - UNK      MONUMENTED       USGS
 GB0355  HISTORY     - 1957     POOR             NGS
 GB0355
 GB0355                          STATION DESCRIPTION
 GB0355
 GB0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0355'AT CUMBERLAND FALLS.
 GB0355'AT CUMBERLAND FALLS, ABOUT 225 FEET SOUTHEAST OF THE PARK TRADING
 GB0355'POST, 8 FEET SOUTHWEST OF A STONE RETAINING WALL ALONG THE WEST
 GB0355'SIDE OF A PARKING AREA, DIRECTLY WEST ACROSS PARKING AREA
 GB0355'DRIVEWAY FROM THE 9TH PARKING SPACE FROM NORTH END OF THE WEST
 GB0355'ROW OF PARKING SPACES, 45 FEET NORTH OF A RIVER GAGE NAILED TO A
 GB0355'TREE, SET IN THE TOP OF LARGE OUTCROP OF ROCK, 2.3 FEET SOUTHEAST
 GB0355'OF THE NORTHWEST EDGE OF ROCK, ABOUT 7 FEET BELOW TOP OF WALL
 GB0355'AND ABOUT 5 FEET BELOW LEVEL OF THE PARKING AREA, ABOUT 200
 GB0355'YARDS SOUTH OF THE FALLS, ABOUT 350 YARDS NORTH OF NEW STONE BRIDGE
 GB0355'OVER CUMBERLAND RIVER.  A GAGING STA. DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0354 ***********************************************************************
 GB0354  DESIGNATION -  GAGING STATION W
 GB0354  PID         -  GB0354
 GB0354  STATE/COUNTY-  KY/MCCREARY
 GB0354  USGS QUAD   -  CUMBERLAND FALLS (1981)
 GB0354
 GB0354                         *CURRENT SURVEY CONTROL
 GB0354  ___________________________________________________________________
 GB0354* NAD 83(1986)-  36 50 08.     (N)    084 20 35.     (W)     SCALED    
 GB0354* NAVD 88     -       252.483  (meters)     828.35   (feet)  ADJUSTED  
 GB0354  ___________________________________________________________________
 GB0354  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GB0354  DYNAMIC HT  -         252.285 (meters)     827.71  (feet)  COMP
 GB0354  MODELED GRAV-     979,843.0   (mgal)                       NAVD 88
 GB0354
 GB0354  VERT ORDER  -  SECOND    CLASS 0
 GB0354
 GB0354.The horizontal coordinates were scaled from a topographic map and have
 GB0354.an estimated accuracy of +/- 6 seconds.
 GB0354
 GB0354.The orthometric height was determined by differential leveling
 GB0354.and adjusted by the National Geodetic Survey in June 1991..
 GB0354
 GB0354.The geoid height was determined by GEOID03.
 GB0354
 GB0354.The dynamic height is computed by dividing the NAVD 88
 GB0354.geopotential number by the normal gravity value computed on the
 GB0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0354.degrees latitude (g = 980.6199 gals.).
 GB0354
 GB0354.The modeled gravity was interpolated from observed gravity values.
 GB0354
 GB0354;                    North         East    Units  Estimated Accuracy
 GB0354;SPC KY1Z     - 1,056,690.    1,625,510.      MT  (+/- 180 meters Scaled)
 GB0354
 GB0354                          SUPERSEDED SURVEY CONTROL
 GB0354
 GB0354  NGVD 29 (??/??/92)  252.642  (m)          828.88   (f) ADJ UNCH    2 0
 GB0354
 GB0354.Superseded values are not recommended for survey control.
 GB0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0354.See file dsdata.txt to determine how the superseded data were derived.
 GB0354
 GB0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF369799(NAD 83)
 GB0354_MARKER: DD = SURVEY DISK
 GB0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0354_STAMPING: 828.876
 GB0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0354+STABILITY: SURFACE MOTION
 GB0354
 GB0354  HISTORY     - Date     Condition        Report By
 GB0354  HISTORY     - UNK      MONUMENTED       USGS
 GB0354  HISTORY     - 1957     GOOD             NGS
 GB0354
 GB0354                          STATION DESCRIPTION
 GB0354
 GB0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0354'AT CUMBERLAND FALLS.
 GB0354'AT CUMBERLAND FALLS, ON THE WEST BANK OF CUMBERLAND RIVER, ABOUT
 GB0354'200 YARDS SOUTH OF THE NEW STONE BRIDGE OVER THE CUMBERLAND
 GB0354'RIVER, AND ABOUT 0.15 MILE SOUTH OF THE FALLS, 6 FEET EAST OF
 GB0354'THE NORTHEAST CORNER OF THE CONCRETE RIVER GAGE, SET IN THE
 GB0354'TOP OF A 12 BY 18 INCH CONCRETE POST PROJECTING 18 INCHES, AT
 GB0354'WATERS EDGE, AND WILL BE COVERED AT HIGH WATER.  A G.S. GAGING
 GB0354'STA. DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2069 ***********************************************************************
 GC2069  DESIGNATION -  GAINES
 GC2069  PID         -  GC2069
 GC2069  STATE/COUNTY-  KY/ALLEN
 GC2069  USGS QUAD   -  AUSTIN (1994)
 GC2069
 GC2069                         *CURRENT SURVEY CONTROL
 GC2069  ___________________________________________________________________
 GC2069* NAD 83(1993)-  36 51 09.61863(N)    086 07 09.56835(W)     ADJUSTED  
 GC2069* NAVD 88     -       233.69   (+/-2cm)     766.7    (feet)  VERTCON   
 GC2069  ___________________________________________________________________
 GC2069  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 GC2069  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GC2069
 GC2069  HORZ ORDER  -  THIRD
 GC2069  VERT ORDER  -  THIRD ? (See Below)
 GC2069
 GC2069.The horizontal coordinates were established by classical geodetic methods
 GC2069.and adjusted by the National Geodetic Survey in December 1995..
 GC2069
 GC2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2069.The vertical order pertains to the NGVD 29 superseded value.
 GC2069
 GC2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2069
 GC2069.The geoid height was determined by GEOID03.
 GC2069
 GC2069;                    North         East     Units Scale Factor Converg.
 GC2069;SPC KY1Z     - 1,057,705.222 1,467,060.493   MT  1.00006317   -0 13 36.3
 GC2069;SPC KY1Z     - 3,470,154.55  4,813,180.97   sFT  1.00006317   -0 13 36.3
 GC2069;SPC KY S     -   557,697.223   467,063.215   MT  0.99998048   -0 13 26.3
 GC2069;SPC KY S     - 1,829,711.64  1,532,356.56   sFT  0.99998048   -0 13 26.3
 GC2069;UTM  16      - 4,078,890.883   578,510.838   MT  0.99967594   +0 31 41.6
 GC2069
 GC2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2069!SPC KY1Z     -   0.99996807  x   1.00006317  =   1.00003124
 GC2069!SPC KY S     -   0.99996807  x   0.99998048  =   0.99994855
 GC2069!UTM  16      -   0.99996807  x   0.99967594  =   0.99964402
 GC2069
 GC2069:                Primary Azimuth Mark                     Grid Az
 GC2069:SPC KY1Z     -  GAINES AZ MK                             139 23 48.1
 GC2069:SPC KY S     -  GAINES AZ MK                             139 23 38.1
 GC2069:UTM  16      -  GAINES AZ MK                             138 38 30.2
 GC2069
 GC2069|---------------------------------------------------------------------|
 GC2069| PID    Reference Object                     Distance      Geod. Az  |
 GC2069|                                                           dddmmss.s |
 GC2069| CG5839 GAINES AZ MK                                       1391011.8 |
 GC2069| CG5840 GAINES RM 1                          11.991 METERS 21328     |
 GC2069| CG5841 GAINES RM 2                           6.611 METERS 34831     |
 GC2069|---------------------------------------------------------------------|
 GC2069
 GC2069                          SUPERSEDED SURVEY CONTROL
 GC2069
 GC2069  NAD 83(1986)-  36 51 09.62832(N)    086 07 09.57385(W) AD(       ) 3
 GC2069  NAD 27      -  36 51 09.46100(N)    086 07 09.63800(W) AD(       ) 3
 GC2069  NGVD 29 (07/19/86)  233.82   (m)          767.1    (f) LEVELING    3  
 GC2069
 GC2069.Superseded values are not recommended for survey control.
 GC2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2069.See file dsdata.txt to determine how the superseded data were derived.
 GC2069
 GC2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7851178891(NAD 83)
 GC2069_MARKER: DS = TRIANGULATION STATION DISK
 GC2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2069
 GC2069  HISTORY     - Date     Condition        Report By
 GC2069  HISTORY     - 1950     MONUMENTED       CGS
 GC2069
 GC2069                          STATION DESCRIPTION
 GC2069
 GC2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2069'STATION IS LOCATED ABOUT 18 MILES SOUTHWEST OF GLASGOW AND ABOUT 8
 GC2069'MILES NORTHEAST OF SCOTTSVILLE ON PROPERTY OWNED BY MR. RAYMOND
 GC2069'KINCER. IT IS 22 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BARN, 7
 GC2069'FEET SOUTHEAST OF A WHITE WITNESS POST AND 3 FEET EAST OF A
 GC2069'FENCELINE. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GAINES
 GC2069'1950.
 GC2069'
 GC2069'REFERENCE MARK NO. 1 IS 56 FEET SOUTH OF THE SOUTHEAST CORNER OF BARN
 GC2069'AND 1 FOOT NORTHEAST OF A FENCELINE. THE MARK PROJECTS 4 INCHES
 GC2069'AND THE DISK IS STAMPED GAINES NO 1 1950.
 GC2069'
 GC2069'REFERENCE MARK NO. 2 IS 13 FEET NORTHWEST OF A WHITE WITNESS POST AND
 GC2069'1 FOOT NORTHEAST OF A FENCE CORNER AND 1 FOOT SOUTHEAST CORNER
 GC2069'OF BARN. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GAINES NO
 GC2069'2 1950.
 GC2069'
 GC2069'AZIMUTH MARK IS 19 FEET EAST OF AN 24 INCH OAK TREE, 11 FEET NORTH OF
 GC2069'THE CENTER OF A DIRT ROAD, 4 FEET WEST OF A WHITE WITNESS POST AND 1
 GC2069'FOOT SOUTH OF A FENCELINE. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 GC2069'STAMPED GAINES 1950.
 GC2069'
 GC2069'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE BARREN COUNTY
 GC2069'COURT HOUSE IN GLASGOW, GO SOUTHWEST ON U.S. HIGHWAY NO. 31E FOR
 GC2069'17.65 MILES TO A GRAVEL T-ROAD RIGHT, TURN RIGHT AND GO 0.35 MILE TO
 GC2069'A FORK IN ROAD, TAKE RIGHT FORK AND GO 0.9 MILE TO A FORK IN ROAD,
 GC2069'TAKE LEFT FORK AND GO 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 GC2069'CONTINUE FOR 0.35 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO
 GC2069'0.2 MILE TO MR. RAYMOND KINCER HOME ON THE RIGHT, TURN RIGHT INTO
 GC2069'BARN YARD AND GO TO THE SOUTHEAST CORNER OF BARN AND THE STATION AS
 GC2069'DESCRIBED.
 GC2069'
 GC2069'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2644 ***********************************************************************
 GC2644  DESIGNATION -  GAITHER
 GC2644  PID         -  GC2644
 GC2644  STATE/COUNTY-  KY/CHRISTIAN
 GC2644  USGS QUAD   -  PLEASANT GREEN HILL (1994)
 GC2644
 GC2644                         *CURRENT SURVEY CONTROL
 GC2644  ___________________________________________________________________
 GC2644* NAD 83(1993)-  36 57 20.00191(N)    087 31 21.27031(W)     ADJUSTED  
 GC2644* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 GC2644  ___________________________________________________________________
 GC2644  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 GC2644  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC2644
 GC2644  HORZ ORDER  -  FIRST
 GC2644
 GC2644.The horizontal coordinates were established by classical geodetic methods
 GC2644.and adjusted by the National Geodetic Survey in December 1995..
 GC2644
 GC2644.The orthometric height was scaled from a topographic map.
 GC2644
 GC2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2644
 GC2644.The geoid height was determined by GEOID03.
 GC2644
 GC2644;                    North         East     Units Scale Factor Converg.
 GC2644;SPC KY1Z     - 1,070,557.587 1,342,132.623   MT  1.00003303   -1 05 17.8
 GC2644;SPC KY1Z     - 3,512,321.02  4,403,313.45   sFT  1.00003303   -1 05 17.8
 GC2644;SPC KY S     -   570,531.133   342,142.800   MT  0.99996710   -1 04 30.0
 GC2644;SPC KY S     - 1,871,817.56  1,122,513.50   sFT  0.99996710   -1 04 30.0
 GC2644;UTM  16      - 4,090,069.635   453,476.095   MT  0.99962666   -0 18 51.0
 GC2644
 GC2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2644!SPC KY1Z     -   0.99996604  x   1.00003303  =   0.99999906
 GC2644!SPC KY S     -   0.99996604  x   0.99996710  =   0.99993314
 GC2644!UTM  16      -   0.99996604  x   0.99962666  =   0.99959271
 GC2644
 GC2644|---------------------------------------------------------------------|
 GC2644| PID    Reference Object                     Distance      Geod. Az  |
 GC2644|                                                           dddmmss.s |
 GC2644| CG5844 GAITHER RM 2                         27.551 METERS 01900     |
 GC2644| CG5845 GAITHER RM 3                         27.614 METERS 13141     |
 GC2644| GC2507 HOPKINSVILLE W KY ST HOSP DOME      APPROX.11.9 KM 1474330.5 |
 GC2644| GC2509 HOPKINSVILLE WATER TANK             APPROX.11.1 KM 1631643.4 |
 GC2644| CG5843 GAITHER RM 1                         48.981 METERS 25830     |
 GC2644| HA1639 OUTWOOD VETERANS HOSP TANK          APPROX.23.9 KM 3285613.2 |
 GC2644| HA1638 OUTWOOD VETERANS HOSP SMOKESTK      APPROX.23.9 KM 3290428.5 |
 GC2644| CG5842 GAITHER AZ MK                                      3450416.9 |
 GC2644|---------------------------------------------------------------------|
 GC2644
 GC2644                          SUPERSEDED SURVEY CONTROL
 GC2644
 GC2644  NAD 83(1986)-  36 57 20.01134(N)    087 31 21.27360(W) AD(       ) 1
 GC2644  NAD 27      -  36 57 19.85300(N)    087 31 21.25700(W) AD(       ) 1
 GC2644
 GC2644.Superseded values are not recommended for survey control.
 GC2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2644.See file dsdata.txt to determine how the superseded data were derived.
 GC2644
 GC2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5347690070(NAD 83)
 GC2644_MARKER: DS = TRIANGULATION STATION DISK
 GC2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2644
 GC2644  HISTORY     - Date     Condition        Report By
 GC2644  HISTORY     - 1930     MONUMENTED       CGS
 GC2644  HISTORY     - 1934     GOOD             CGS
 GC2644  HISTORY     - 1952     GOOD             CGS
 GC2644
 GC2644                          STATION DESCRIPTION
 GC2644
 GC2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2644'ABOUT 6-1/2 MILES NORTH-NORTHWEST OF HOPKINSVILLE, ON A PROMINENT
 GC2644'TIMBERED KNOLL ON LAND OWNED BY DR. J.C. GAITHER OF HOPKINSVILLE,
 GC2644'IN A STRAND-WIRE FENCE, 7.6 METERS WEST OF ROAD, ABOUT 25 METERS
 GC2644'SOUTH OF POINT WHERE ROAD BEGINS DESCENT TO NORTH, AND ABOUT 45
 GC2644'METERS NORTH OF WAGON ROAD LEADING TO WEST.
 GC2644'
 GC2644'FROM HOPKINSVILLE TAKE U.S. HIGHWAY 68 WEST ABOUT 1-1/2 MILES, THENCE
 GC2644'NORTH ON DAWSON SPRINGS PIKE 3.9 MILES TO FORK, TAKE RIGHT FORK
 GC2644'1.8 MILES TO TOP OF GRADE, AND JUST SHORT OF WHERE ROAD STARTS
 GC2644'DESCENT TO NORTH.
 GC2644'
 GC2644'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISK
 GC2644'SET IN CONCRETE.
 GC2644'
 GC2644'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION IN FENCE LINE WHERE
 GC2644'DIRECTION CHANGES FROM EAST AND WEST TO NORTHWEST, AND 5 METERS
 GC2644'NORTH OF WAGON ROAD.  MEASUREMENT ALONG GROUND.
 GC2644'
 GC2644'HEIGHT OF SIGNAL ABOVE STATION MARK -27 METERS.
 GC2644
 GC2644                          STATION RECOVERY (1934)
 GC2644
 GC2644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2644'ABOUT 6-1/2 MILES NORTH-NORTHWEST OF HOPKINSVILLE, ON A PROMINENT
 GC2644'TIMBERED KNOLL, OWNED BY DR. J.C. GAITHER OF HOPKINSVILLE.
 GC2644'
 GC2644'TO REACH THE STATION FROM THE POINT WHERE U.S. HIGHWAY 68 CROSSES THE
 GC2644'MAIN STREET NEAR COURTHOUSE AT HOPKINSVILLE, GO WEST ON HIGHWAY 68
 GC2644'FOR 0.3 MILE AND TURN RIGHT ON THE NEW DAWSON SPRINGS PIKE, CONTINUE
 GC2644'ABOUT 4 MILES AND TURN RIGHT AT TOP OF GRADE, PASS CHURCH AND SCHOOL
 GC2644'ON THE RIGHT AND CONTINUE ON THIS MAIN ROAD 1.8 MILES TO TOP OF GRADE
 GC2644'AND THE STATION, 150 FEET NORTH OF WAGON ROAD TO THE WEST, 24.9
 GC2644'FEET WEST OF THE CENTER OF THE MAIN ROAD, IN STRAND-WIRE FENCE.
 GC2644'
 GC2644'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, ALONG FENCE LINE,
 GC2644'AT JOG IN FENCE, NEAR OLD WAGON ROAD.
 GC2644'
 GC2644'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, ALONG MAIN ROAD, EAST
 GC2644'OF CENTER, AT EDGE OF WOODS.
 GC2644'
 GC2644'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, ON THE PROPERTY OF
 GC2644'N.B. FULLER ALONG THE EAST-WEST FENCE LINE, 18 FEET EAST OF THE
 GC2644'SOUTHEAST CORNER OF THE FULLER HOUSE, 5 FEET WEST OF CORNER FENCE
 GC2644'POST.
 GC2644'
 GC2644'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS
 GC2644'SET IN CONCRETE.
 GC2644'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED, IN
 GC2644'GOOD CONDITION, AND TWO ADDITIONAL MARKS, REFERENCE MARK NO. 2
 GC2644'AND THE AZIMUTH MARK WERE ESTABLISHED.
 GC2644'
 GC2644'50 FEET WILL SEE ALL LINES.
 GC2644'
 GC2644'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GC2644
 GC2644                          STATION RECOVERY (1952)
 GC2644
 GC2644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2644'STATION WAS RECOVERED AS DESCRIBED AND REFERENCE MARK NO. 1 AND THE
 GC2644'AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 GC2644'NO. 2 HAD BEEN MOVED.  A NEW REFERENCE MARK WAS ESTABLISHED BY THIS
 GC2644'PARTY.  THE DISTANCE TO REFERENCE MARK NO. 1 FAILED TO CHECK.  A
 GC2644'COMPLETE NEW DESCRIPTION FOLLOWS.
 GC2644'
 GC2644'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF CROFTON AND ABOUT 6-1/2
 GC2644'MILES NORTHWEST OF HOPKINSVILLE ON PROPERTY OWNED BY MR. E.L. WHITE.
 GC2644'IT IS 26 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 2 FEET EAST OF A
 GC2644'FENCE LINE AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 GC2644'PROJECTS 8 INCHES AND THE DISK IS STAMPED GAITHER 1930.
 GC2644'
 GC2644'REFERENCE MARK NO. 1 IS 160.70 FEET WEST OF THE STATION.  IT IS 2
 GC2644'FEET WEST OF AN 8 INCH OAK TREE.  THE MARK PROJECTS 2 INCHES AND
 GC2644'THE DISK IS STAMPED GAITHER NO. 1 1930.
 GC2644'
 GC2644'REFERENCE MARK NO. 3 IS 90.60 FEET SOUTHEAST OF THE STATION.  IT IS
 GC2644'16 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT WEST OF A
 GC2644'FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GC2644'GAITHER NO. 3 1930.
 GC2644'
 GC2644'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT IS 18 FEET EAST OF
 GC2644'THE SOUTHEAST CORNER OF A FRAME HOUSE.  THE MARK PROJECTS 10 INCHES
 GC2644'AND THE DISK IS STAMPED GAITHER 1934.
 GC2644'
 GC2644'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND NINTH
 GC2644'STREET IN HOPKINSVILLE, GO WEST ON NINTH STREET, U.S. HIGHWAY 68,
 GC2644'FOR 1.3 MILES TO THE JUNCTION OF STATE HIGHWAY 109, TURN RIGHT ON
 GC2644'STATE HIGHWAY 109 AND GO 3.7 MILES TO A SIDE ROAD RIGHT, TURN
 GC2644'RIGHT AND GO 1.9 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2644'
 GC2644'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK NORTH ACROSS FIELD
 GC2644'FOR ABOUT 0.3 MILE TO A FRAME HOUSE AND THE AZIMUTH MARK AS
 GC2644'DESCRIBED.
 GC2644'
 GC2644'HEIGHT OF LIGHT ABOVE THE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1341 ***********************************************************************
 HA1341  DESIGNATION -  GARFIELD
 HA1341  PID         -  HA1341
 HA1341  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1341  USGS QUAD   -  GARFIELD (1982)
 HA1341
 HA1341                         *CURRENT SURVEY CONTROL
 HA1341  ___________________________________________________________________
 HA1341* NAD 83(1993)-  37 47 40.38139(N)    086 21 26.43029(W)     ADJUSTED  
 HA1341* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 HA1341  ___________________________________________________________________
 HA1341  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 HA1341  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HA1341
 HA1341  HORZ ORDER  -  THIRD
 HA1341
 HA1341.The horizontal coordinates were established by classical geodetic methods
 HA1341.and adjusted by the National Geodetic Survey in December 1995..
 HA1341
 HA1341.The orthometric height was scaled from a topographic map.
 HA1341
 HA1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1341
 HA1341.The geoid height was determined by GEOID03.
 HA1341
 HA1341;                    North         East     Units Scale Factor Converg.
 HA1341;SPC KY1Z     - 1,162,343.340 1,446,512.610   MT  0.99990596   -0 22 22.4
 HA1341;SPC KY1Z     - 3,813,454.77  4,745,766.79   sFT  0.99990596   -0 22 22.4
 HA1341;SPC KY S     -   662,333.436   446,508.768   MT  0.99997762   -0 22 06.0
 HA1341;SPC KY S     - 2,173,005.61  1,464,920.85   sFT  0.99997762   -0 22 06.0
 HA1341;UTM  16      - 4,183,214.826   556,581.024   MT  0.99963943   +0 23 37.9
 HA1341
 HA1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1341!SPC KY1Z     -   0.99996395  x   0.99990596  =   0.99986991
 HA1341!SPC KY S     -   0.99996395  x   0.99997762  =   0.99994157
 HA1341!UTM  16      -   0.99996395  x   0.99963943  =   0.99960339
 HA1341
 HA1341|---------------------------------------------------------------------|
 HA1341| PID    Reference Object                     Distance      Geod. Az  |
 HA1341|                                                           dddmmss.s |
 HA1341| CG7866 GARFIELD RM 1                        11.205 METERS 09254     |
 HA1341| CG7865 GARFIELD AZ MK                                     1395542.7 |
 HA1341| CG7867 GARFIELD RM 2                        14.422 METERS 18348     |
 HA1341|---------------------------------------------------------------------|
 HA1341
 HA1341                          SUPERSEDED SURVEY CONTROL
 HA1341
 HA1341  NAD 83(1986)-  37 47 40.38924(N)    086 21 26.43457(W) AD(       ) 3
 HA1341  NAD 27      -  37 47 40.16700(N)    086 21 26.51900(W) AD(       ) 3
 HA1341
 HA1341.Superseded values are not recommended for survey control.
 HA1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1341.See file dsdata.txt to determine how the superseded data were derived.
 HA1341
 HA1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG5658183215(NAD 83)
 HA1341_MARKER: DS = TRIANGULATION STATION DISK
 HA1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1341
 HA1341  HISTORY     - Date     Condition        Report By
 HA1341  HISTORY     - 1950     MONUMENTED       CGS
 HA1341
 HA1341                          STATION DESCRIPTION
 HA1341
 HA1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1341'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF HARNED AND 1 MILE NORTH
 HA1341'OF GARFIELD ON PROPERTY OF MR. A. M. BEUCHAMP.  IT IS 150 FEET
 HA1341'EAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 7 FEET WEST OF A WHITE
 HA1341'WITNESS POST AND 2 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK IS
 HA1341'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED GARFIELD
 HA1341'1950.
 HA1341'
 HA1341'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF A FENCE LINE AND 29 FEET EAST
 HA1341'OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE
 HA1341'OF THE GROUND AND THE DISK IS STAMPED GARFIELD NO 1 1950.
 HA1341'
 HA1341'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCE LINE.  THE MARK IS
 HA1341'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 HA1341'GARFIELD NO 2 1950.
 HA1341'
 HA1341'AZIMUTH MARK IS 24 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 60, 4
 HA1341'FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A
 HA1341'FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 HA1341'GARFIELD 1950.
 HA1341'
 HA1341'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 65 AND U.S.
 HA1341'HIGHWAY 60 IN HARNED, GO NORTHEAST ON HIGHWAY 60 FOR 3.9 MILES TO A
 HA1341'T ROAD LEFT IN THE TOWN OF GARFIELD (*), TURN LEFT ON GRAVEL ROAD
 HA1341'FOR 0.85 MILE TO A HOUSE ON THE RIGHT AND A FARM LANE RIGHT,
 HA1341'TURN RIGHT ON FARM LANE FOR ABOUT 0.05 MILE TO TOP OF HILL AND
 HA1341'STATION AS DESCRIBED.
 HA1341'
 HA1341'TO REACH THE AZIMUTH MARK FROM THIS POINT(*) CONTINUE NORTHEAST ON
 HA1341'HIGHWAY 60 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 HA1341'DESCRIBED.
 HA1341'
 HA1341'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3206 ***********************************************************************
 GY3206  DESIGNATION -  GARRETT
 GY3206  PID         -  GY3206
 GY3206  STATE/COUNTY-  KY/FLOYD
 GY3206  USGS QUAD   -  WAYLAND (1992)
 GY3206
 GY3206                         *CURRENT SURVEY CONTROL
 GY3206  ___________________________________________________________________
 GY3206* NAD 83(1993)-  37 28 11.72133(N)    082 50 31.02878(W)     ADJUSTED  
 GY3206* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 GY3206  ___________________________________________________________________
 GY3206  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 GY3206  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GY3206
 GY3206  HORZ ORDER  -  THIRD
 GY3206
 GY3206.The horizontal coordinates were established by classical geodetic methods
 GY3206.and adjusted by the National Geodetic Survey in December 1995..
 GY3206
 GY3206.The orthometric height was scaled from a topographic map.
 GY3206
 GY3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3206
 GY3206.The geoid height was determined by GEOID03.
 GY3206
 GY3206;                    North         East     Units Scale Factor Converg.
 GY3206;SPC KY1Z     - 1,130,149.585 1,757,188.858   MT  0.99992996   +1 47 07.5
 GY3206;SPC KY1Z     - 3,707,832.43  5,765,043.78   sFT  0.99992996   +1 47 07.5
 GY3206;SPC KY S     -   630,091.311   757,194.560   MT  0.99994820   +1 45 49.0
 GY3206;SPC KY S     - 2,067,224.58  2,484,229.15   sFT  0.99994820   +1 45 49.0
 GY3206;UTM  17      - 4,148,597.559   337,117.044   MT  0.99992681   -1 07 14.8
 GY3206
 GY3206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3206!SPC KY1Z     -   0.99993206  x   0.99992996  =   0.99986203
 GY3206!SPC KY S     -   0.99993206  x   0.99994820  =   0.99988027
 GY3206!UTM  17      -   0.99993206  x   0.99992681  =   0.99985888
 GY3206
 GY3206|---------------------------------------------------------------------|
 GY3206| PID    Reference Object                     Distance      Geod. Az  |
 GY3206|                                                           dddmmss.s |
 GY3206| DB9413 GARRETT RM 1                          3.782 METERS 06107     |
 GY3206| DB9414 GARRETT RM 2                          9.549 METERS 18136     |
 GY3206| GY3210 SIGNAL KNOB LOOKOUT TOWER           APPROX. 7.9 KM 2815529.5 |
 GY3206|---------------------------------------------------------------------|
 GY3206
 GY3206                          SUPERSEDED SURVEY CONTROL
 GY3206
 GY3206  NAD 83(1993)-  37 28 11.72835(N)    082 50 31.03312(W) AD(       ) 3
 GY3206  NAD 83(1986)-  37 28 11.72846(N)    082 50 31.03411(W) AD(       ) 3
 GY3206  NAD 27      -  37 28 11.37400(N)    082 50 31.45600(W) AD(       ) 3
 GY3206
 GY3206.Superseded values are not recommended for survey control.
 GY3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3206.See file dsdata.txt to determine how the superseded data were derived.
 GY3206
 GY3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB3711748598(NAD 83)
 GY3206_MARKER: DS = TRIANGULATION STATION DISK
 GY3206_SETTING: 66 = SET IN ROCK OUTCROP
 GY3206
 GY3206  HISTORY     - Date     Condition        Report By
 GY3206  HISTORY     - 1949     MONUMENTED       CGS
 GY3206
 GY3206                          STATION DESCRIPTION
 GY3206
 GY3206'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3206'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF GARRETT ON THE
 GY3206'HIGHEST POINT OF A WOODED RIDGE AND IS ON PROPERTY OWNED BY MR. E.A.
 GY3206'BOELING.  IT IS ABOUT 0.25 MILE SOUTH OF THE POINT WHERE A POWER LINE
 GY3206'CROSSES THE RIDGE, 29 FEET SOUTHEAST OF A 14 INCH OAK TREE WITH A
 GY3206'TRIANGLE BLAZE, 27 FEET NORTH OF A 24 INCH OAK TREE WITH A TRIANGLE
 GY3206'BLAZE WITH A WHITE WITNESS POST NAILED TO IT, 21 FEET SOUTHWEST
 GY3206'OF A 10 INCH HICKORY TREE AND 6 FEET SOUTHWEST OF A LARGE BURNED OUT
 GY3206'TREE.  THE DISK IS SET FLUSH IN BEDROCK WHICH PROJECTS ABOUT 3 INCHES
 GY3206'AND IS STAMPED GARRETT 1949.
 GY3206'
 GY3206'REFERENCE MARK NO. 1 IS 11 FEET SOUTH OF THE BLAZED HICKORY TREE AND
 GY3206'5 FEET EAST OF THE BURNED OUT TREE.  THE DISK IS STAMPED GARRETT
 GY3206'NO 1 1949.
 GY3206'
 GY3206'REFERENCE MARK NO. 2 IS 6 FEET SOUTHWEST OF THE BLAZED 24 INCH OAK
 GY3206'TREE AND WHITE WITNESS POST.  THE DISK IS STAMPED GARRETT NO 2
 GY3206'1949.
 GY3206'
 GY3206'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 80 IN
 GY3206'LACKERY, GO NORTH ON HIGHWAY 80 FOR 0.85 MILE TO A T ROAD LEFT IN
 GY3206'TURN LEFT DOWN STEEP GRADE TO CREEK, TURN LEFT AND GO SOUTH ON
 GY3206'GARRETT TURN LEFT ACROSS TRACKS AND GO SOUTHWEST ON GRAVEL ROAD FOR
 GY3206'0.85 MILE TO A SIDE ROAD LEFT,
 GY3206'PRIVATE DRIVE FOR ABOUT 0.15 MILE TO A FENCE AND A DIRT CROSS LANE
 GY3206'AT THE REAR OF THE HOME OF MR. BOELING, THIS IS THE END OF TRUCK
 GY3206'TRAVEL, FROM THIS POINT GO SOUTHEAST ALONG DIM ROAD AND CLEARING
 GY3206'BENEATH POWER LINE TO THE POINT WHERE THE POWER LINE CROSSES NEAR THE
 GY3206'HIGHEST POINT OF THE RIDGE, TURN RIGHT AT TWIN POWER LINE POLES
 GY3206'AND GO SOUTH ALONG RIDGE TO LARGE ROCK OUTCROPPINGS NEAR THE
 GY3206'HIGHEST POINT OF THE HILL, TURN RIGHT AND FOLLOW PATH OVER ROCKS TO
 GY3206'THE HIGHEST POINT OF RIDGE AND STATION AS DESCRIBED. THIS IS ABOUT A
 GY3206'45 MINUTE PACK.
 GY3206'
 GY3206'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1302 ***********************************************************************
 HA1302  DESIGNATION -  GARRETT
 HA1302  PID         -  HA1302
 HA1302  STATE/COUNTY-  KY/MEADE
 HA1302  USGS QUAD   -  ROCK HAVEN (1991)
 HA1302
 HA1302                         *CURRENT SURVEY CONTROL
 HA1302  ___________________________________________________________________
 HA1302* NAD 83(1993)-  37 52 54.63858(N)    086 05 55.91612(W)     ADJUSTED  
 HA1302* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 HA1302  ___________________________________________________________________
 HA1302  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 HA1302  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HA1302
 HA1302  HORZ ORDER  -  THIRD
 HA1302
 HA1302.The horizontal coordinates were established by classical geodetic methods
 HA1302.and adjusted by the National Geodetic Survey in December 1995..
 HA1302
 HA1302.The orthometric height was scaled from a topographic map.
 HA1302
 HA1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1302
 HA1302.The geoid height was determined by GEOID03.
 HA1302
 HA1302;                    North         East     Units Scale Factor Converg.
 HA1302;SPC KY1Z     - 1,171,914.755 1,469,312.167   MT  0.99990495   -0 12 51.1
 HA1302;SPC KY1Z     - 3,844,856.99  4,820,568.33   sFT  0.99990495   -0 12 51.1
 HA1302;SPC KY S     -   671,907.032   469,309.524   MT  0.99999101   -0 12 41.7
 HA1302;SPC KY S     - 2,204,414.99  1,539,726.33   sFT  0.99999101   -0 12 41.7
 HA1302;UTM  16      - 4,193,088.171   579,244.777   MT  0.99967734   +0 33 12.1
 HA1302
 HA1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1302!SPC KY1Z     -   0.99997046  x   0.99990495  =   0.99987542
 HA1302!SPC KY S     -   0.99997046  x   0.99999101  =   0.99996147
 HA1302!UTM  16      -   0.99997046  x   0.99967734  =   0.99964781
 HA1302
 HA1302:                Primary Azimuth Mark                     Grid Az
 HA1302:SPC KY1Z     -  GARRETT AZ MK                            083 18 19.7
 HA1302:SPC KY S     -  GARRETT AZ MK                            083 18 10.3
 HA1302:UTM  16      -  GARRETT AZ MK                            082 32 16.5
 HA1302
 HA1302|---------------------------------------------------------------------|
 HA1302| PID    Reference Object                     Distance      Geod. Az  |
 HA1302|                                                           dddmmss.s |
 HA1302| CG7868 GARRETT AZ MK                                      0830528.6 |
 HA1302| CG7869 GARRETT RM 1                         19.795 METERS 18207     |
 HA1302| HA1306 TT 3 K USGS 1950                      9.218 METERS 26608     |
 HA1302|---------------------------------------------------------------------|
 HA1302
 HA1302                          SUPERSEDED SURVEY CONTROL
 HA1302
 HA1302  NAD 83(1986)-  37 52 54.64583(N)    086 05 55.92202(W) AD(       ) 3
 HA1302  NAD 27      -  37 52 54.40400(N)    086 05 56.03400(W) AD(       ) 3
 HA1302
 HA1302.Superseded values are not recommended for survey control.
 HA1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1302.See file dsdata.txt to determine how the superseded data were derived.
 HA1302
 HA1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7924593088(NAD 83)
 HA1302_MARKER: DS = TRIANGULATION STATION DISK
 HA1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1302
 HA1302  HISTORY     - Date     Condition        Report By
 HA1302  HISTORY     - 1950     MONUMENTED       CGS
 HA1302  HISTORY     - 20010912 MARK NOT FOUND   KYDT
 HA1302
 HA1302                          STATION DESCRIPTION
 HA1302
 HA1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1302'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF GARRETT IN THE
 HA1302'SOUTHEAST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE
 HA1302'HIGHWAY 64.  IT IS 177 FEET SOUTH OF THE INTERSECTION, 83 FEET SOUTH
 HA1302'OF THE CENTER OF HIGHWAY 60, 59 FEET EAST OF THE CENTER OF
 HA1302'HIGHWAY 64 AND 3 FEET NORTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT
 HA1302'4 INCHES AND THE DISK IS STAMPED GARRETT 1950.
 HA1302'
 HA1302'REFERENCE MARK NO. 1 IS 29 FEET EAST OF THE CENTER OF HIGHWAY 64 AND
 HA1302'1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE
 HA1302'DISK IS STAMPED GARRETT NO 1 1950.
 HA1302'
 HA1302'TT 3K (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 29 FEET EAST OF
 HA1302'THE CENTER OF HIGHWAY 64, 3 FEET SOUTHWEST OF A POWER LINE POLE
 HA1302'AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  THE MARK IS A 6 X 6 INCH
 HA1302'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND THE DISK IS A
 HA1302'STANDARD USGS BENCH MARK DISK STAMPED T.T. STA. NO. 3-K 1928.
 HA1302'
 HA1302'AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 60, 1
 HA1302'FOOT NORTH OF A FENCE LINE AND 1 FOOT WEST OF A WHITE WITNESS POST.
 HA1302'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GARRETT
 HA1302'1950.
 HA1302'
 HA1302'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S. HIGHWAY 60
 HA1302'FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 HA1302'
 HA1302'HEIGHT ABOVE STATION MARK 1 METERS.
 HA1302
 HA1302                          STATION RECOVERY (2001)
 HA1302
 HA1302'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HA1302'THERE IS A MARATHON CONVENIENT STORE AT LOCATION NOW, REFERRENCE
 HA1302'DISTANCES WOULD PUT THE MARK AND RM'S IN THE MIDDLE OF CONCRETE PAD
 HA1302'AND GAS PUMPS, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2393 ***********************************************************************
 HZ2393  DESIGNATION -  GARRISON
 HZ2393  PID         -  HZ2393
 HZ2393  STATE/COUNTY-  KY/HARRISON
 HZ2393  USGS QUAD   -  SHADY NOOK (1976)
 HZ2393
 HZ2393                         *CURRENT SURVEY CONTROL
 HZ2393  ___________________________________________________________________
 HZ2393* NAD 83(1993)-  38 28 10.15065(N)    084 09 52.82419(W)     ADJUSTED  
 HZ2393* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 HZ2393  ___________________________________________________________________
 HZ2393  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 HZ2393  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 HZ2393
 HZ2393  HORZ ORDER  -  FIRST
 HZ2393
 HZ2393.The horizontal coordinates were established by classical geodetic methods
 HZ2393.and adjusted by the National Geodetic Survey in December 1995..
 HZ2393
 HZ2393.The orthometric height was scaled from a topographic map.
 HZ2393
 HZ2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2393
 HZ2393.The geoid height was determined by GEOID03.
 HZ2393
 HZ2393;                    North         East     Units Scale Factor Converg.
 HZ2393;SPC KY1Z     - 1,238,255.601 1,638,338.344   MT  0.99995843   +0 58 24.0
 HZ2393;SPC KY1Z     - 4,062,510.25  5,375,115.05   sFT  0.99995843   +0 58 24.0
 HZ2393;SPC KY N     -   107,613.719   507,446.132   MT  0.99996208   +0 03 11.1
 HZ2393;SPC KY N     -   353,062.68  1,664,846.18   sFT  0.99996208   +0 03 11.1
 HZ2393;UTM  16      - 4,261,716.847   747,361.759   MT  1.00035359   +1 45 53.1
 HZ2393
 HZ2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2393!SPC KY1Z     -   0.99996096  x   0.99995843  =   0.99991939
 HZ2393!SPC KY N     -   0.99996096  x   0.99996208  =   0.99992304
 HZ2393!UTM  16      -   0.99996096  x   1.00035359  =   1.00031454
 HZ2393
 HZ2393|---------------------------------------------------------------------|
 HZ2393| PID    Reference Object                     Distance      Geod. Az  |
 HZ2393|                                                           dddmmss.s |
 HZ2393| DB9418 GARRISON RM 1                                      04134     |
 HZ2393| DB9417 GARRISON AZ MK                                     0810431.6 |
 HZ2393| DB9419 GARRISON RM 2                                      13241     |
 HZ2393| HZ2392 WAITES RESET                        APPROX. 8.3 KM 1905703.6 |
 HZ2393|---------------------------------------------------------------------|
 HZ2393
 HZ2393                          SUPERSEDED SURVEY CONTROL
 HZ2393
 HZ2393  NAD 83(1986)-  38 28 10.15677(N)    084 09 52.83311(W) AD(       ) 1
 HZ2393  NAD 27      -  38 28 09.88400(N)    084 09 53.08400(W) AD(       ) 1
 HZ2393
 HZ2393.Superseded values are not recommended for survey control.
 HZ2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2393.See file dsdata.txt to determine how the superseded data were derived.
 HZ2393
 HZ2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH4736261717(NAD 83)
 HZ2393_MARKER: DS = TRIANGULATION STATION DISK
 HZ2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2393_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2393
 HZ2393  HISTORY     - Date     Condition        Report By
 HZ2393  HISTORY     - 1935     MONUMENTED       CGS
 HZ2393  HISTORY     - 1938     GOOD             KYHD
 HZ2393
 HZ2393                          STATION DESCRIPTION
 HZ2393
 HZ2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2393'STATION IS ABOUT 9 MILES NE OF CYNTHIANA, 4-1/2 MILES E OF ODDVILLE
 HZ2393'ON THE PROPERTY OF MRS. BARBARA GARRISON.
 HZ2393'
 HZ2393'THE STATION IS 54 FEET N OF CENTER LINE OF BEAVER BAPTIST ROAD, 22
 HZ2393'FEET ENE OF CENTER LINE OF N-S ROAD AND 17.7 FEET NE OF A 15-INCH
 HZ2393'LOCUST TREE.
 HZ2393'
 HZ2393'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2393'DISKS SET IN CONCRETE.
 HZ2393'
 HZ2393'REFERENCE MARK NO.1 IS N OF STATION ON N SLOPE OF HILL, 12 INCHES E
 HZ2393'OF FENCE LINE.
 HZ2393'
 HZ2393'REFERENCE MARK NO.2 IS ESE OF STATION, 12 INCHES N OF FENCE LINE AND
 HZ2393'ON E SLOPE OF HILL.
 HZ2393'
 HZ2393'AZIMUTH MARK IS ENE OF STATION, 3-1/2 PACES S OF GATEPOST AND 18
 HZ2393'INCHES W OF FENCE.
 HZ2393'
 HZ2393'TO REACH FROM HOTEL HARRISON IN CYNTHIANA--GO N ON U.S. HIGHWAY 62
 HZ2393'FOR 5.7 MILES TO ASPHALT T-ROAD RIGHT JUST BEFORE REACHING ODDVILLE
 HZ2393'HIGH SCHOOL.  TURN RIGHT AND GO 2.45 MILES TO ROAD FORK.  TAKE LEFT
 HZ2393'FORK AND GO 0.7 MILE TO T-ROAD RIGHT AT LARGE YELLOW HOUSE ON
 HZ2393'LEFT.  TURN RIGHT AND GO 1.5 MILES TO ROAD FORK AND BLACKSMITH SHOP
 HZ2393'ON RIGHT AND STATION SITE ON LEFT.
 HZ2393
 HZ2393                          STATION RECOVERY (1938)
 HZ2393
 HZ2393'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1938
 HZ2393'STATION MARK, REFERENCE AND AZIMUTH MARKS AS DESCRIBED IN NOTES WERE
 HZ2393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2343 ***********************************************************************
 HY2343  DESIGNATION -  GARRISON TX EASTERN RELAY MAST
 HY2343  PID         -  HY2343
 HY2343  STATE/COUNTY-  KY/GREENUP
 HY2343  USGS QUAD   -  BRUSHART (1978)
 HY2343
 HY2343                         *CURRENT SURVEY CONTROL
 HY2343  ___________________________________________________________________
 HY2343* NAD 83(1993)-  38 33 01.04245(N)    083 06 27.09869(W)     ADJUSTED  
 HY2343* NAVD 88     -                                                        
 HY2343  ___________________________________________________________________
 HY2343  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 HY2343  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HY2343
 HY2343  HORZ ORDER  -  THIRD
 HY2343
 HY2343.The horizontal coordinates were established by classical geodetic methods
 HY2343.and adjusted by the National Geodetic Survey in April 1998..
 HY2343
 HY2343
 HY2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2343
 HY2343.The geoid height was determined by GEOID03.
 HY2343
 HY2343;                    North         East     Units Scale Factor Converg.
 HY2343;SPC KY1Z     - 1,249,310.862 1,730,313.067   MT  0.99997402   +1 37 20.5
 HY2343;SPC KY1Z     - 4,098,780.72  5,676,868.79   sFT  0.99997402   +1 37 20.5
 HY2343;SPC KY N     -   117,197.229   599,585.485   MT  0.99996313   +0 42 38.5
 HY2343;SPC KY N     -   384,504.58  1,967,140.05   sFT  0.99996313   +0 42 38.5
 HY2343;SPC OH S     -    61,268.893   547,038.799   MT  1.00004102   -0 23 07.8
 HY2343;UTM  17      - 4,268,979.172   316,346.597   MT  1.00001537   -1 18 49.6
 HY2343
 HY2343                          SUPERSEDED SURVEY CONTROL
 HY2343
 HY2343  NAD 83(1993)-  38 33 01.04276(N)    083 06 27.09898(W) AD(       ) 4
 HY2343  NAD 83(1986)-  38 33 01.04948(N)    083 06 27.10300(W) AD(       ) 4
 HY2343  NAD 27      -  38 33 00.76900(N)    083 06 27.46700(W) AD(       ) 3
 HY2343
 HY2343.Superseded values are not recommended for survey control.
 HY2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2343.See file dsdata.txt to determine how the superseded data were derived.
 HY2343
 HY2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC1634768979(NAD 83)
 HY2343_MARKER: 42 = RADIO/TV MAST
 HY2343
 HY2343  HISTORY     - Date     Condition        Report By
 HY2343  HISTORY     - 1953     FIRST OBSERVED   CGS
 HY2343
 HY2343                          STATION DESCRIPTION
 HY2343
 HY2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HY2343'STATION IS THE CENTER OF THE TOP OF THE RADIO MAST OF THE TEXAS
 HY2343'EASTERN CORP. LOCATED ABOUT 8 MILES NORTH OF CARTER CITY AND 6 MILES
 HY2343'SOUTHEAST OF GARRISON.  THE MAST IS A 3 LEGGED STEEL STRUCTURE
 HY2343'SUPPORTED BY GUY WIRES, IT IS ABOUT 350 FEET HIGH AND IS PAINTED IN
 HY2343'ALTERNATE SECTIONS OF RED AND WHITE.
 HY2343'
 HY2343'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 24 IN
 HY2343'CARTER CITY GO EAST ON HIGHWAY 2 FOR 1.9 MILES TO THE JUNCTION OF
 HY2343'STATE HIGHWAY 7.  TURN LEFT AND GO NORTH ON HIGHWAY 7 FOR 6.1 MILES
 HY2343'TO A GRAVEL ROAD LEFT AT THE WEST END OF A CONCRETE BRIDGE.  THE LEFT
 HY2343'AND GO NORTHERLY UP VALLY FOR 3.6 MILES TO A FORK.  TAKE LEFT FORK
 HY2343'AND CONTINUE UP VALLY FOR 0.8 MILES TO A FORK.  TAKE RIGHT FORK AND
 HY2343'GO 1.15 MILES TO A REVERSE Y FORK.  TURN SHARP LEFT UP HILL AND
 HY2343'CONTINUE NORTHWEST FOR 2.25 MILES TO A T ROAD.  TURN RIGHT AND GO
 HY2343'NORTH FOR 0.9 MILE TO THE MAST ALONG THE WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1879 ***********************************************************************
 GZ1879  DESIGNATION -  GASCON AZ MK
 GZ1879  PID         -  GZ1879
 GZ1879  STATE/COUNTY-  KY/METCALFE
 GZ1879  USGS QUAD   -  EAST FORK (1973)
 GZ1879
 GZ1879                         *CURRENT SURVEY CONTROL
 GZ1879  ___________________________________________________________________
 GZ1879* NAD 83(1986)-  37 00 03.     (N)    085 34 41.     (W)     SCALED    
 GZ1879* NAVD 88     -       305.007  (meters)    1000.68   (feet)  ADJUSTED  
 GZ1879  ___________________________________________________________________
 GZ1879  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GZ1879  DYNAMIC HT  -         304.763 (meters)     999.88  (feet)  COMP
 GZ1879  MODELED GRAV-     979,821.0   (mgal)                       NAVD 88
 GZ1879
 GZ1879  VERT ORDER  -  FIRST     CLASS II
 GZ1879
 GZ1879.The horizontal coordinates were scaled from a topographic map and have
 GZ1879.an estimated accuracy of +/- 6 seconds.
 GZ1879
 GZ1879.The orthometric height was determined by differential leveling
 GZ1879.and adjusted by the National Geodetic Survey in June 1991..
 GZ1879
 GZ1879.The geoid height was determined by GEOID03.
 GZ1879
 GZ1879.The dynamic height is computed by dividing the NAVD 88
 GZ1879.geopotential number by the normal gravity value computed on the
 GZ1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1879.degrees latitude (g = 980.6199 gals.).
 GZ1879
 GZ1879.The modeled gravity was interpolated from observed gravity values.
 GZ1879
 GZ1879;                    North         East    Units  Estimated Accuracy
 GZ1879;SPC KY1Z     - 1,074,100.    1,515,310.      MT  (+/- 180 meters Scaled)
 GZ1879
 GZ1879                          SUPERSEDED SURVEY CONTROL
 GZ1879
 GZ1879  NGVD 29 (??/??/92)  305.155  (m)         1001.16   (f) ADJ UNCH    1 2
 GZ1879
 GZ1879.Superseded values are not recommended for survey control.
 GZ1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1879.See file dsdata.txt to determine how the superseded data were derived.
 GZ1879
 GZ1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF265959(NAD 83)
 GZ1879_MARKER: DZ = AZIMUTH MARK DISK
 GZ1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1879_STAMPING: GASCON 1951 1001.161
 GZ1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1879+STABILITY: SURFACE MOTION
 GZ1879
 GZ1879  HISTORY     - Date     Condition        Report By
 GZ1879  HISTORY     - 1951     MONUMENTED       CGS
 GZ1879  HISTORY     - 1953     GOOD             NGS
 GZ1879  HISTORY     - 1968     MARK NOT FOUND   NGS
 GZ1879
 GZ1879                          STATION DESCRIPTION
 GZ1879
 GZ1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GZ1879'2.6 MI NE FROM EDMONTON.
 GZ1879'ABOUT 2.65 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM THE
 GZ1879'COURTHOUSE AT EDMONTON, AT ANGLER SCHOOL, 30 1/2 FEET SOUTH OF
 GZ1879'THE CENTER LINE OF THE HIGHWAY, 97 FEET EAST OF THE CENTER LINE
 GZ1879'OF THE DRIVE TO THE SCHOOL, 149 FEET NORTH-NORTHEAST OF THE
 GZ1879'NORTHEAST CORNER OF THE SCHOOL, 31 FEET EAST OF A POWER POLE, 3
 GZ1879'FEET NORTH OF A FENCE LINE, 2 1/2 FEET NORTHEAST OF A WHITE WOODEN
 GZ1879'WITNESS POST, 6 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IN THE
 GZ1879'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1879
 GZ1879                          STATION RECOVERY (1968)
 GZ1879
 GZ1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GZ1879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1876 ***********************************************************************
 GZ1876  CBN         -  This is a Cooperative Base Network Control Station.
 GZ1876  DESIGNATION -  GASCON RM 1
 GZ1876  PID         -  GZ1876
 GZ1876  STATE/COUNTY-  KY/METCALFE
 GZ1876  USGS QUAD   -  EAST FORK (1973)
 GZ1876
 GZ1876                         *CURRENT SURVEY CONTROL
 GZ1876  ___________________________________________________________________
 GZ1876* NAD 83(1993)-  37 00 02.87808(N)    085 34 20.65465(W)     ADJUSTED  
 GZ1876* NAVD 88     -       311.170  (meters)    1020.90   (feet)  ADJUSTED  
 GZ1876  ___________________________________________________________________
 GZ1876  X           -     393,728.738 (meters)                     COMP
 GZ1876  Y           -  -5,084,942.935 (meters)                     COMP
 GZ1876  Z           -   3,817,632.595 (meters)                     COMP
 GZ1876  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 GZ1876  ELLIP HEIGHT-         280.11  (meters)          (11/03/04) GPS OBS
 GZ1876  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GZ1876  DYNAMIC HT  -         310.920 (meters)    1020.08  (feet)  COMP
 GZ1876  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 GZ1876
 GZ1876  HORZ ORDER  -  B
 GZ1876  VERT ORDER  -  FIRST     CLASS I
 GZ1876  ELLP ORDER  -  THIRD     CLASS I
 GZ1876
 GZ1876.The horizontal coordinates were established by GPS observations
 GZ1876.and adjusted by the National Geodetic Survey in September 1994..
 GZ1876
 GZ1876.The orthometric height was determined by differential leveling
 GZ1876.and adjusted by the National Geodetic Survey in June 1991..
 GZ1876.WARNING-Repeat measurements at this control monument indicate possible
 GZ1876.vertical movement.
 GZ1876
 GZ1876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ1876
 GZ1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1876
 GZ1876.The ellipsoidal height was determined by GPS observations
 GZ1876.and is referenced to NAD 83.
 GZ1876
 GZ1876.The geoid height was determined by GEOID03.
 GZ1876
 GZ1876.The dynamic height is computed by dividing the NAVD 88
 GZ1876.geopotential number by the normal gravity value computed on the
 GZ1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1876.degrees latitude (g = 980.6199 gals.).
 GZ1876
 GZ1876.The modeled gravity was interpolated from observed gravity values.
 GZ1876
 GZ1876;                    North         East     Units Scale Factor Converg.
 GZ1876;SPC KY1Z     - 1,074,094.417 1,515,808.264   MT  1.00002077   +0 06 32.5
 GZ1876;SPC KY1Z     - 3,523,924.77  4,973,114.28   sFT  1.00002077   +0 06 32.5
 GZ1876;SPC KY S     -   574,085.873   515,807.339   MT  0.99996223   +0 06 27.7
 GZ1876;SPC KY S     - 1,883,480.07  1,692,277.91   sFT  0.99996223   +0 06 27.7
 GZ1876;UTM  16      - 4,095,913.551   627,024.199   MT  0.99979877   +0 51 33.4
 GZ1876
 GZ1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1876!SPC KY1Z     -   0.99995604  x   1.00002077  =   0.99997681
 GZ1876!SPC KY S     -   0.99995604  x   0.99996223  =   0.99991828
 GZ1876!UTM  16      -   0.99995604  x   0.99979877  =   0.99975482
 GZ1876
 GZ1876                          SUPERSEDED SURVEY CONTROL
 GZ1876
 GZ1876  ELLIP H (09/07/94)  280.15   (m)                       GP(       ) 4 1
 GZ1876  NAVD 88 (09/07/94)  311.17   (m)         1020.9    (f) LEVELING    3  
 GZ1876  NGVD 29 (??/??/92)  311.317  (m)         1021.38   (f) ADJ UNCH    1 1
 GZ1876
 GZ1876.Superseded values are not recommended for survey control.
 GZ1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1876.See file dsdata.txt to determine how the superseded data were derived.
 GZ1876
 GZ1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2702495914(NAD 83)
 GZ1876_MARKER: DR = REFERENCE MARK DISK
 GZ1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1876_SP_SET: CONCRETE POST
 GZ1876_STAMPING: GASCON NO 1 1951 1021.409
 GZ1876_MARK LOGO: CGS   
 GZ1876_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1876+STABILITY: SURFACE MOTION
 GZ1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1876+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2002
 GZ1876
 GZ1876  HISTORY     - Date     Condition        Report By
 GZ1876  HISTORY     - 1951     MONUMENTED       CGS
 GZ1876  HISTORY     - 1968     GOOD             NGS
 GZ1876  HISTORY     - 19931115 GOOD             NGS
 GZ1876  HISTORY     - 19940113 GOOD
 GZ1876  HISTORY     - 20010425 GOOD             KYDT
 GZ1876  HISTORY     - 20021212 GOOD             WOOLPT
 GZ1876
 GZ1876                          STATION DESCRIPTION
 GZ1876
 GZ1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1876'3.2 MI NE FROM EDMONTON.
 GZ1876'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GZ1876'FROM THE METCALFE COUNTY COURTHOUSE AT EDMONTON, THENCE 2.6 MILES
 GZ1876'NORTHEAST ALONG STATE HIGHWAY 80, THENCE 0.15 MILE SOUTHEAST ALONG
 GZ1876'A GRAVELED ROAD, 135 YARDS NORTHWEST OF SOCIETY HILL BAPTIST
 GZ1876'CHURCH, 45 YARDS SOUTHEAST OF A CEMETERY, 14 FEET NORTHEAST OF THE
 GZ1876'CENTERLINE OF THE ROAD, 135 FEET NORTHWEST OF THE WEST CORNER OF
 GZ1876'A PORCH ON A TWO-STORY FRAME HOUSE, 104 FEET SOUTHEAST OF A
 GZ1876'16-INCH CEDAR TREE, 90.55 FEET NORTH AND ACROSS THE ROAD FROM
 GZ1876'TRIANGULATION STATION GASCON, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GZ1876'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 GZ1876'INCHES.
 GZ1876
 GZ1876                          STATION RECOVERY (1993)
 GZ1876
 GZ1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GZ1876'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) EAST OF GLASGOW, 12.0
 GZ1876'MI (19.3 KM) NORTH-NORTHEAST OF BEAUMONT AND AT THE VILLAGE OF
 GZ1876'GASCON--ROAD RIGHT-OF-WAY.
 GZ1876'TO REACH THE STATION FROM THE METCALFE COUNTY COURTHOUSE IN EDMONTON,
 GZ1876'GO NORTH 0.45 MI (0.72 KM) ON U.S. HIGHWAY 68 AND STATE HIGHWAY 80 TO
 GZ1876'A FORK, TAKE RIGHT FORK AND GO NORTHEAST 2.6 MI (4.2 KM) ON STATE
 GZ1876'HIGHWAY 80 TO THE JUNCTION OF SOCIETY HILL ROAD, TURN RIGHT AND GO
 GZ1876'SOUTHEAST 0.15 MI (0.24 KM) ON SOCIETY HILL ROAD TO THE STATION ON
 GZ1876'THE LEFT.
 GZ1876'THE STATION PROJECTS 7 CM ABOVE THE LEVEL OF THE GROUND AND ABOUT 1 FT
 GZ1876'(0.3 M) ABOVE THE LEVEL OF THE ROAD.  LOCATED 123.44 M (404.99 FT)
 GZ1876'NORTHWEST OF SOCIETY HILL BAPTIST CHURCH, 22.6 M (74.1 FT)
 GZ1876'SOUTH-SOUTHWEST FROM THE SOUTH BRICK ENTRY POST TO THE CEMETERY, 18.2
 GZ1876'M (59.7 FT) NORTH FROM A MAIL BOX AND ACROSS ROAD FROM ALMA DULIN
 GZ1876'RESIDENT AT 134 SOCIETY HILL ROAD AND 4.8 M (15.7 FT) EAST-NORTHEAST
 GZ1876'OF THE CENTERLINE OF THE ROAD.
 GZ1876
 GZ1876                          STATION RECOVERY (1994)
 GZ1876
 GZ1876'RECOVERED 1994
 GZ1876'RECOVERED IN GOOD CONDITION.
 GZ1876
 GZ1876                          STATION RECOVERY (2001)
 GZ1876
 GZ1876'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ1876'RECOVERED IN GOOD CONDITION.
 GZ1876
 GZ1876                          STATION RECOVERY (2002)
 GZ1876
 GZ1876'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GZ1876'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1877 ***********************************************************************
 GZ1877  DESIGNATION -  GASCON RM 2
 GZ1877  PID         -  GZ1877
 GZ1877  STATE/COUNTY-  KY/METCALFE
 GZ1877  USGS QUAD   -  EAST FORK (1973)
 GZ1877
 GZ1877                         *CURRENT SURVEY CONTROL
 GZ1877  ___________________________________________________________________
 GZ1877* NAD 83(1986)-  37 00 01.     (N)    085 34 20.     (W)     SCALED    
 GZ1877* NAVD 88     -       310.550  (meters)    1018.86   (feet)  ADJUSTED  
 GZ1877  ___________________________________________________________________
 GZ1877  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GZ1877  DYNAMIC HT  -         310.301 (meters)    1018.05  (feet)  COMP
 GZ1877  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 GZ1877
 GZ1877  VERT ORDER  -  FIRST     CLASS I
 GZ1877
 GZ1877.The horizontal coordinates were scaled from a topographic map and have
 GZ1877.an estimated accuracy of +/- 6 seconds.
 GZ1877
 GZ1877.The orthometric height was determined by differential leveling
 GZ1877.and adjusted by the National Geodetic Survey in June 1991..
 GZ1877.WARNING-Repeat measurements at this control monument indicate possible
 GZ1877.vertical movement.
 GZ1877
 GZ1877.The geoid height was determined by GEOID03.
 GZ1877
 GZ1877.The dynamic height is computed by dividing the NAVD 88
 GZ1877.geopotential number by the normal gravity value computed on the
 GZ1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1877.degrees latitude (g = 980.6199 gals.).
 GZ1877
 GZ1877.The modeled gravity was interpolated from observed gravity values.
 GZ1877
 GZ1877;                    North         East    Units  Estimated Accuracy
 GZ1877;SPC KY1Z     - 1,074,040.    1,515,830.      MT  (+/- 180 meters Scaled)
 GZ1877
 GZ1877                          SUPERSEDED SURVEY CONTROL
 GZ1877
 GZ1877  NGVD 29 (??/??/92)  310.697  (m)         1019.35   (f) ADJ UNCH    1 1
 GZ1877
 GZ1877.Superseded values are not recommended for survey control.
 GZ1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1877.See file dsdata.txt to determine how the superseded data were derived.
 GZ1877
 GZ1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF270958(NAD 83)
 GZ1877_MARKER: DR = REFERENCE MARK DISK
 GZ1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1877_STAMPING: GASCON NO 2 1951 1019.302
 GZ1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1877+STABILITY: SURFACE MOTION
 GZ1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1877+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 GZ1877
 GZ1877  HISTORY     - Date     Condition        Report By
 GZ1877  HISTORY     - 1951     MONUMENTED       CGS
 GZ1877  HISTORY     - 1968     GOOD             NGS
 GZ1877  HISTORY     - 20010425 GOOD             KYDT
 GZ1877
 GZ1877                          STATION DESCRIPTION
 GZ1877
 GZ1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1877'3.2 MI NE FROM EDMONTON.
 GZ1877'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GZ1877'FROM THE METCALFE COUNTY COURTHOUSE AT EDMONTON, THENCE 2.6 MILES
 GZ1877'NORTHEAST ALONG STATE HIGHWAY 80, THENCE 0.15 MILE SOUTHEAST ALONG
 GZ1877'A GRAVELED ROAD, 100 YARDS NORTHWEST OF SOCIETY HILL BAPTIST
 GZ1877'CHURCH, 28 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 21 FEET
 GZ1877'NORTHWEST OF THE WEST CORNER OF A PORCH ON A TWO-STORY FRAME
 GZ1877'HOUSE, 12 FEET SOUTHEAST OF THE CENTERLINE OF A PRIVATE DRIVEWAY,
 GZ1877'12 1/2 FEET NORTH OF A 16-INCH MAPLE TREE, 67.17 FEET EAST AND
 GZ1877'ACROSS THE ROAD FROM TRIANGULATION STATION GASCON, ABOUT LEVEL
 GZ1877'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL
 GZ1877'WITH THE SURFACE OF THE GROUND.
 GZ1877
 GZ1877                          STATION RECOVERY (2001)
 GZ1877
 GZ1877'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ1877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2381 ***********************************************************************
 GC2381  DESIGNATION -  GASPER
 GC2381  PID         -  GC2381
 GC2381  STATE/COUNTY-  KY/LOGAN
 GC2381  USGS QUAD   -  SOUTH UNION (1951)
 GC2381
 GC2381                         *CURRENT SURVEY CONTROL
 GC2381  ___________________________________________________________________
 GC2381* NAD 83(1993)-  36 55 19.17935(N)    086 42 45.36473(W)     ADJUSTED  
 GC2381* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 GC2381  ___________________________________________________________________
 GC2381  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 GC2381  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GC2381
 GC2381  HORZ ORDER  -  SECOND
 GC2381
 GC2381.The horizontal coordinates were established by classical geodetic methods
 GC2381.and adjusted by the National Geodetic Survey in December 1995..
 GC2381
 GC2381.The orthometric height was scaled from a topographic map.
 GC2381
 GC2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2381
 GC2381.The geoid height was determined by GEOID03.
 GC2381
 GC2381;                    North         East     Units Scale Factor Converg.
 GC2381;SPC KY1Z     - 1,065,775.910 1,414,227.674   MT  1.00004251   -0 35 27.6
 GC2381;SPC KY1Z     - 3,496,633.13  4,639,845.29   sFT  1.00004251   -0 35 27.6
 GC2381;SPC KY S     -   565,762.686   414,233.761   MT  0.99997112   -0 35 01.6
 GC2381;SPC KY S     - 1,856,173.08  1,359,031.93   sFT  0.99997112   -0 35 01.6
 GC2381;UTM  16      - 4,086,257.564   525,597.734   MT  0.99960807   +0 10 21.5
 GC2381
 GC2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2381!SPC KY1Z     -   0.99996880  x   1.00004251  =   1.00001131
 GC2381!SPC KY S     -   0.99996880  x   0.99997112  =   0.99993992
 GC2381!UTM  16      -   0.99996880  x   0.99960807  =   0.99957688
 GC2381
 GC2381|---------------------------------------------------------------------|
 GC2381| PID    Reference Object                     Distance      Geod. Az  |
 GC2381|                                                           dddmmss.s |
 GC2381| CG5859 GASPER RM 1                          26.367 METERS 08753     |
 GC2381| CG5858 GASPER AZ MK                                       2142520.3 |
 GC2381| CG5860 GASPER RM 2                          25.863 METERS 23006     |
 GC2381|---------------------------------------------------------------------|
 GC2381
 GC2381                          SUPERSEDED SURVEY CONTROL
 GC2381
 GC2381  NAD 83(1986)-  36 55 19.18893(N)    086 42 45.37008(W) AD(       ) 2
 GC2381  NAD 27      -  36 55 19.05100(N)    086 42 45.37800(W) AD(       ) 2
 GC2381
 GC2381.Superseded values are not recommended for survey control.
 GC2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2381.See file dsdata.txt to determine how the superseded data were derived.
 GC2381
 GC2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2559886258(NAD 83)
 GC2381_MARKER: DS = TRIANGULATION STATION DISK
 GC2381_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GC2381
 GC2381  HISTORY     - Date     Condition        Report By
 GC2381  HISTORY     - 1952     MONUMENTED       CGS
 GC2381
 GC2381                          STATION DESCRIPTION
 GC2381
 GC2381'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2381'STATION IS LOCATED ABOUT 5 MILES NORTH OF AUBURN.  IT IS 29 FEET
 GC2381'NORTH OF THE CENTER OF GRAVEL ROAD, 45 FEET NORTHEAST OF THE
 GC2381'HIGHEST POINT OF GRAVEL ROAD, 16 FEET NORTH OF A FENCELINE AND 16
 GC2381'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS UNDERGROUND
 GC2381'ABOUT 12 INCHES AND THE DISK IS STAMPED GASPER 1951.
 GC2381'
 GC2381'REFERENCE MARK NO. 1 IS 17 FEET NORTH OF THE CENTER OF GRAVEL ROAD
 GC2381'AND IN A NORTH-SOUTH FENCELINE.  THE MARK PROJECTS 4 INCHES AND
 GC2381'THE DISK IS STAMPED GASPER NO. 1 1951.
 GC2381'
 GC2381'REFERENCE MARK NO. 2 IS 10 FEET SOUTH OF THE CENTER OF GRAVEL ROAD.
 GC2381'THE MARK IS FLUSH AND THE DISK IS STAMPED GASPER NO. 2 1951.
 GC2381'
 GC2381'AZIMUTH MARK IS 12 FEET EAST OF THE CENTER OF GRAVEL ROAD AND 1 FOOT
 GC2381'NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 GC2381'DISK IS STAMPED GASPER 1951.
 GC2381'
 GC2381'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC2381'HIGHWAY 103 IN AUBURN, GO NORTHWEST ON STATE HIGHWAY 103 FOR
 GC2381'1.3 MILES TO A GRAVEL CROSSROAD, TURN RIGHT ON GRAVEL ROAD AND GO 0.6
 GC2381'MILE TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.35
 GC2381'MILE TO WHERE ROAD FORKS, TURN RIGHT AND GO 1.8 MILES TO THE AZIMUTH
 GC2381'MARK ON THE RIGHT, CONTINUE FOR 0.5 MILE TO A SIDE ROAD RIGHT,
 GC2381'TURN RIGHT AND GO 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2381'
 GC2381'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2487 ***********************************************************************
 GB2487  DESIGNATION -  GATLIFF
 GB2487  PID         -  GB2487
 GB2487  STATE/COUNTY-  KY/WHITLEY
 GB2487  USGS QUAD   -  SAXTON (1982)
 GB2487
 GB2487                         *CURRENT SURVEY CONTROL
 GB2487  ___________________________________________________________________
 GB2487* NAD 83(1993)-  36 40 06.94520(N)    084 01 07.43312(W)     ADJUSTED  
 GB2487* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 GB2487  ___________________________________________________________________
 GB2487  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 GB2487  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 GB2487
 GB2487  HORZ ORDER  -  SECOND
 GB2487
 GB2487.The horizontal coordinates were established by classical geodetic methods
 GB2487.and adjusted by the National Geodetic Survey in December 1995..
 GB2487
 GB2487.The orthometric height was scaled from a topographic map.
 GB2487
 GB2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2487
 GB2487.The geoid height was determined by GEOID03.
 GB2487
 GB2487;                    North         East     Units Scale Factor Converg.
 GB2487;SPC KY1Z     - 1,038,646.398 1,654,779.795   MT  1.00012502   +1 03 46.6
 GB2487;SPC KY1Z     - 3,407,625.72  5,429,056.71   sFT  1.00012502   +1 03 46.6
 GB2487;SPC KY S     -   538,623.502   654,762.578   MT  1.00001238   +1 02 59.8
 GB2487;SPC KY S     - 1,767,133.94  2,148,166.89   sFT  1.00001238   +1 02 59.8
 GB2487;SPC TN       -   260,898.600   777,115.981   MT  1.00005439   +1 09 35.7
 GB2487;SPC TN       -   855,964.82  2,549,588.01   sFT  1.00005439   +1 09 35.7
 GB2487;UTM  16      - 4,062,251.455   766,443.097   MT  1.00047472   +1 46 53.1
 GB2487;UTM  17      - 4,062,356.271   230,207.870   MT  1.00049685   -1 48 13.8
 GB2487
 GB2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2487!SPC KY1Z     -   0.99990196  x   1.00012502  =   1.00002697
 GB2487!SPC KY S     -   0.99990196  x   1.00001238  =   0.99991434
 GB2487!SPC TN       -   0.99990196  x   1.00005439  =   0.99995634
 GB2487!UTM  16      -   0.99990196  x   1.00047472  =   1.00037663
 GB2487!UTM  17      -   0.99990196  x   1.00049685  =   1.00039876
 GB2487
 GB2487|---------------------------------------------------------------------|
 GB2487| PID    Reference Object                     Distance      Geod. Az  |
 GB2487|                                                           dddmmss.s |
 GB2487| DB9423 GATLIFF RM 1                         21.798 METERS 06853     |
 GB2487| DB9424 GATLIFF RM 2                         21.886 METERS 17228     |
 GB2487|---------------------------------------------------------------------|
 GB2487
 GB2487                          SUPERSEDED SURVEY CONTROL
 GB2487
 GB2487  NAD 83(1986)-  36 40 06.95541(N)    084 01 07.43646(W) AD(       ) 2
 GB2487  NAD 27      -  36 40 06.65300(N)    084 01 07.68600(W) AD(       ) 2
 GB2487
 GB2487.Superseded values are not recommended for survey control.
 GB2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2487.See file dsdata.txt to determine how the superseded data were derived.
 GB2487
 GB2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6644362251(NAD 83)
 GB2487_MARKER: DS = TRIANGULATION STATION DISK
 GB2487_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GB2487
 GB2487  HISTORY     - Date     Condition        Report By
 GB2487  HISTORY     - 1950     MONUMENTED       CGS
 GB2487  HISTORY     - 1979     MARK NOT FOUND   NGS
 GB2487
 GB2487                          STATION DESCRIPTION
 GB2487
 GB2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2487'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF JELLICO AND 8 MILES
 GB2487'SOUTHEAST OF WILLIAMSBURG
 GB2487'ON TOP OF A HIGH HILL AND ON THE PROPERTY OF THE GATLIFF
 GB2487'COAL IT IS 34 FEET EAST OF A
 GB2487'12-INCH LOCUST TREE WITH A TRIANLGE
 GB2487'BLAZE ON THE EAST SIDE AND 4 FEET EAST OF A
 GB2487'WHITE WITNESS POST.  THE
 GB2487'MARK IS A 6 INCH IRON PIPE FILLED WITH CONCRETE WHICH PROJECTS
 GB2487'ABOUT 2 INCHES
 GB2487'AND THE DISK CEMENTED IN TOP OF PIPE IS STAMPED GATLIFF 1950.
 GB2487'
 GB2487'REFERENCE MARK NO. 1 IS A 4-INCH IRON PIPE FILLED WITH CONCRETE WHICH
 GB2487'PROJECTS ABOUT 2 INCHES AND
 GB2487'THE DISK CEMENTED IN TOP OF PIPE IS STAMPED GATLIFF NO 1 1950.
 GB2487'
 GB2487'REFERENCE MARK NO. 2 IS A 4-INCH PIPE
 GB2487'FILLED WITH CONCRETE WHICH IS FLUSH WITH
 GB2487'THE GROUND AND THE DISK CEMENTED IN TOP OF PIPE IS
 GB2487'STAMPED GATLIFF NO 2 1950.
 GB2487'
 GB2487'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GB2487'
 GB2487'TO REACH STATION FROM THE NORTH END OF THE BRIDGE OVER THE CUMBERLAND
 GB2487'RIVER IN WILLIAMSBURG, GO
 GB2487'EAST ON STATE HIGHWAY 92 FOR 6.1 MILES TO A PAVED
 GB2487'ROAD RIGHT, TURN RIGHT ACROSS A
 GB2487'BRIDGE AND GO SOUTH FOR 8.35 MILES TO
 GB2487'A SIDE ROAD RIGHT, DOWN HILL, TURN RIGHT ON DIRT
 GB2487'ROAD AND GO 0.15
 GB2487'MILE ACROSS A RAILROAD, FOLLOW MAIN DIRT ROAD PAST A SCHOOLHOUSE
 GB2487'FOR 0.45 MILE TO
 GB2487'A ROAD FORK, TURN LEFT ACROSS A WOOD BRIDGE AND GO 0.05
 GB2487'MILE TO THE ENTRANCE TO A COAL
 GB2487'MINE AND END OF TRUCK TRAVEL.  FROM
 GB2487'HERE PACK UP TRAIL TO THE SOUTH, JUST AT THE WEST
 GB2487'SIDE OF COAL MINE
 GB2487'ENTRANCE, FOLLOWING MAIN TRAIL FOR ABOUT 10 MINUTES TO A HOUSE ON
 GB2487'SIDE OF HILL,
 GB2487'CONTINUE ON TRAIL, UPHILL, EAST OF A BARN FOR ABOUT 20
 GB2487'MINUTES TO TOP OF A LOW RIDGE,
 GB2487'CONTINUE SOUTH ON TOP OF RIDGE FOR
 GB2487'ABOUT 10 MINUTES TO A DEEP CUT LOGGING TRAIL JUST
 GB2487'PAST THE HIGHEST
 GB2487'POINT OF RIDGE FOR LEFT AND FOLLOW OLD LOGGING TRAIL FOR ABOUT 75
 GB2487'YARDS TO A
 GB2487'14-INCH PINE TREE WITH A TRIANGLE BLAZE, ON THE RIGHT,
 GB2487'TURN RIGHT ABOUT 20 FEET
 GB2487'BEYOND THIS TREE AND FOLLOW DIM TRAIL FOR
 GB2487'ABOUT 5 MINUTES TO THE HIGHEST POINT AND
 GB2487'STATION NEAR LOCUST TREE
 GB2487'WITH BLAZE AS DESCRIBED.  (THIS IS ABOUT 1-1/4 MILES-45
 GB2487'MINUTE PACK.)
 GB2487
 GB2487                          STATION RECOVERY (1979)
 GB2487
 GB2487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GB2487'A LONG SEARCH WAS MADE BUT NOTHING WAS FOUND.  THERE HAS BEEN SOME
 GB2487'GRADING AT THE SITE FOR A RADIO MAST AND TRANSMITTER SHED AND THE
 GB2487'STATION AND REFERENCE MARKS ARE ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3616 ***********************************************************************
 GA3616  DESIGNATION -  GATLIFF LOOKOUT TOWER 1950
 GA3616  PID         -  GA3616
 GA3616  STATE/COUNTY-  KY/WHITLEY
 GA3616  USGS QUAD   -  FRAKES (1952)
 GA3616
 GA3616                         *CURRENT SURVEY CONTROL
 GA3616  ___________________________________________________________________
 GA3616* NAD 83(1993)-  36 40 53.96896(N)    083 59 30.60544(W)     ADJUSTED  
 GA3616* NAVD 88     -                                                        
 GA3616  ___________________________________________________________________
 GA3616  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 GA3616  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 GA3616
 GA3616  HORZ ORDER  -  THIRD
 GA3616
 GA3616.The horizontal coordinates were established by classical geodetic methods
 GA3616.and adjusted by the National Geodetic Survey in December 1995..
 GA3616
 GA3616
 GA3616.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3616
 GA3616.The geoid height was determined by GEOID03.
 GA3616
 GA3616;                    North         East     Units Scale Factor Converg.
 GA3616;SPC KY1Z     - 1,040,140.802 1,657,156.824   MT  1.00012030   +1 04 46.0
 GA3616;SPC KY1Z     - 3,412,528.61  5,436,855.35   sFT  1.00012030   +1 04 46.0
 GA3616;SPC KY S     -   540,117.197   657,139.683   MT  1.00000978   +1 03 58.5
 GA3616;SPC KY S     - 1,772,034.50  2,155,965.78   sFT  1.00000978   +1 03 58.5
 GA3616;SPC TN       -   262,396.911   779,490.329   MT  1.00005774   +1 10 32.4
 GA3616;SPC TN       -   860,880.53  2,557,377.85   sFT  1.00005774   +1 10 32.4
 GA3616;UTM  17      - 4,063,730.404   232,657.572   MT  1.00048063   -1 47 17.8
 GA3616;UTM  16      - 4,063,776.100   768,802.047   MT  1.00049027   +1 47 53.0
 GA3616
 GA3616                          SUPERSEDED SURVEY CONTROL
 GA3616
 GA3616  NAD 83(1993)-  36 40 53.97783(N)    083 59 30.61100(W) AD(       ) 4
 GA3616  NAD 83(1986)-  36 40 53.97879(N)    083 59 30.60953(W) AD(       ) 4
 GA3616  NAD 27      -  36 40 53.67700(N)    083 59 30.86000(W) AD(       ) 3
 GA3616
 GA3616.Superseded values are not recommended for survey control.
 GA3616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3616.See file dsdata.txt to determine how the superseded data were derived.
 GA3616
 GA3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3265863730(NAD 83)
 GA3616_MARKER: 57 = LOOKOUT TOWER
 GA3616
 GA3616  HISTORY     - Date     Condition        Report By
 GA3616  HISTORY     - 1950     FIRST OBSERVED   CGS
 GA3616
 GA3616                          STATION DESCRIPTION
 GA3616
 GA3616'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3616'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF JELLICO AND 9 MILES
 GA3616'SOUTHEAST OF
 GA3616'WILLIAMSBURG.  IT IS ABOUT 110 FEET HIGH, OF STEEL
 GA3616'CONSTRUCTION, HAS FOUR LEGS AND
 GA3616'AN ENCLOSED STEEL OBSERVATION
 GA3616'PLATFORM ON TOP.
 GA3616'
 GA3616'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION SILER TO
 GA3616'THE CENTER OF BASE OF
 GA3616'TOWER.  THE DISTANCE WAS 5.93 FEET, 1.808 METERS.
 GA3616'
 GA3616'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA3616'HIGHWAY 92, AT THE NORTH END
 GA3616'OF THE BRIDGE OVER THE CUMBERLAND RIVER AT
 GA3616'WILLIAMSBURG, GO EAST ON HIGHWAY
 GA3616'92 FOR 6.1 MILES TO A PAVED ROAD
 GA3616'RIGHT, TURN RIGHT ACROSS A BRIDGE AND GO SOUTH FOR
 GA3616'8.8 MILES TO A
 GA3616'RAILROAD CROSSING IN THE VILLAGE OF GATLIFF, CONTINUE AHEAD ON MAIN
 GA3616'ROAD FOR 0.15 MILE
 GA3616'ACROSS A SMALL WOOD BRIDGE, CONTINUE AHEAD FOR
 GA3616'ABOUT 100 FEET TO A Y ROAD
 GA3616'INTERSECTION, TURN LEFT AND FOLLOW MAIN
 GA3616'TRACK ROAD UP HILL FOR 0.5 MILE TO WHERE ROAD
 GA3616'GOES UNDER A COAL
 GA3616'CONVEYOR, CONTINUE AHEAD ON MAIN TRAVELED ROAD FOR 1.2 MILES TO
 GA3616'A ROAD FORK,
 GA3616'TURN RIGHT AND GO 0.55 MILE TO ANOTHER ROAD FORK ON TOP OF
 GA3616'A LOW RIDGE, TURN LEFT AND GO
 GA3616'ALONG TOP OF RIDGE FOR ABOUT 0.1 MILE
 GA3616'TO STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3623 ***********************************************************************
 GA3623  DESIGNATION -  GAUSDALE
 GA3623  PID         -  GA3623
 GA3623  STATE/COUNTY-  KY/KNOX
 GA3623  USGS QUAD   -  BARBOURVILLE (1974)
 GA3623
 GA3623                         *CURRENT SURVEY CONTROL
 GA3623  ___________________________________________________________________
 GA3623* NAD 83(1993)-  36 46 44.62985(N)    083 58 36.65981(W)     ADJUSTED  
 GA3623* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 GA3623  ___________________________________________________________________
 GA3623  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 GA3623  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GA3623
 GA3623  HORZ ORDER  -  THIRD
 GA3623
 GA3623.The horizontal coordinates were established by classical geodetic methods
 GA3623.and adjusted by the National Geodetic Survey in December 1995..
 GA3623
 GA3623.The orthometric height was scaled from a topographic map.
 GA3623
 GA3623.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3623
 GA3623.The geoid height was determined by GEOID03.
 GA3623
 GA3623;                    North         East     Units Scale Factor Converg.
 GA3623;SPC KY1Z     - 1,050,974.685 1,658,290.724   MT  1.00008669   +1 05 19.1
 GA3623;SPC KY1Z     - 3,448,072.78  5,440,575.48   sFT  1.00008669   +1 05 19.1
 GA3623;SPC KY S     -   550,949.705   658,275.971   MT  0.99999201   +1 04 31.3
 GA3623;SPC KY S     - 1,807,574.16  2,159,693.75   sFT  0.99999201   +1 04 31.3
 GA3623;UTM  17      - 4,074,497.928   234,333.103   MT  1.00046960   -1 47 00.1
 GA3623;UTM  16      - 4,074,627.619   769,800.003   MT  1.00049688   +1 48 40.1
 GA3623
 GA3623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3623!SPC KY1Z     -   0.99994827  x   1.00008669  =   1.00003496
 GA3623!SPC KY S     -   0.99994827  x   0.99999201  =   0.99994028
 GA3623!UTM  17      -   0.99994827  x   1.00046960  =   1.00041785
 GA3623!UTM  16      -   0.99994827  x   1.00049688  =   1.00044513
 GA3623
 GA3623:                Primary Azimuth Mark                     Grid Az
 GA3623:SPC KY1Z     -  OLD POPLAR HUB 1950                      116 51 14.1
 GA3623:SPC KY S     -  OLD POPLAR HUB 1950                      116 52 01.9
 GA3623:UTM  17      -  OLD POPLAR HUB 1950                      119 43 33.3
 GA3623:UTM  16      -  OLD POPLAR HUB 1950                      116 07 53.1
 GA3623
 GA3623|---------------------------------------------------------------------|
 GA3623| PID    Reference Object                     Distance      Geod. Az  |
 GA3623|                                                           dddmmss.s |
 GA3623| GA3624 OLD POPLAR HUB 1950                 APPROX. 1.2 KM 1175633.2 |
 GA3623| DB9425 GAUSDALE RM 1                        14.557 METERS 12922     |
 GA3623| DB9426 GAUSDALE RM 2                        11.696 METERS 24127     |
 GA3623|---------------------------------------------------------------------|
 GA3623
 GA3623                          SUPERSEDED SURVEY CONTROL
 GA3623
 GA3623  NAD 83(1993)-  36 46 44.63745(N)    083 58 36.66341(W) AD(       ) 3
 GA3623  NAD 83(1986)-  36 46 44.63849(N)    083 58 36.66389(W) AD(       ) 3
 GA3623  NAD 27      -  36 46 44.32000(N)    083 58 36.92500(W) AD(       ) 3
 GA3623
 GA3623.Superseded values are not recommended for survey control.
 GA3623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3623.See file dsdata.txt to determine how the superseded data were derived.
 GA3623
 GA3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3433374498(NAD 83)
 GA3623_MARKER: DS = TRIANGULATION STATION DISK
 GA3623_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GA3623
 GA3623  HISTORY     - Date     Condition        Report By
 GA3623  HISTORY     - 1950     MONUMENTED       CGS
 GA3623  HISTORY     - 19631108 GOOD             CGS
 GA3623  HISTORY     - 1980     GOOD             NGS
 GA3623
 GA3623                          STATION DESCRIPTION
 GA3623
 GA3623'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3623'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF BARBOURVILLE.  IT IS 10
 GA3623'FEET SOUTHEAST OF A
 GA3623'WHITE WITNESS POST AND 7 FEET EAST OF A FENCELINE.
 GA3623'THE MARK IS A CAST IRON PIPE 6
 GA3623'INCHES IN DIAMETER FILLED WITH
 GA3623'CONCRETE AND PROJECTS 4 INCHES WITH A STANDARD
 GA3623'TRIANGULATION STATION
 GA3623'MARK DISK ATOP STAMPED GAUSDALE 1950.
 GA3623'
 GA3623'REFERENCE MARK NO. 1 IS 8 FEET EAST OF A FENCELINE.  THE MARK IS A
 GA3623'CAST IRON PIPE 4 INCHES
 GA3623'IN DIAMETER FILLED WITH CONCRETE AND PROJECTS 4 INCHES
 GA3623'WITH A STANDARD TRIANGULATION
 GA3623'REFERENCE MARK DISK ATOP STAMPED
 GA3623'GAUSDALE NO 1 1950.
 GA3623'
 GA3623'REFERENCE MARK NO. 2 IS 31 FEET WEST OF A FENCELINE AND 5 FEET
 GA3623'NORTHWEST OF A 20 INCH OAK
 GA3623'TREE.  THE MARK IS A CAST IRON PIPE 4 INCHES IN DIAMETER
 GA3623'FILLED WITH CONCRETE AND
 GA3623'PROJECTS 4 INCHES WITH A STANDARD
 GA3623'TRIANGULATION REFERENCE MARK DISK ATOP
 GA3623'STAMPED GAUSDALE NO 2 1950.
 GA3623'
 GA3623'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GA3623'
 GA3623'TO REACH THE STATION FROM THE KNOX COUNTY COURTHOUSE IN BARBOURVILLE,
 GA3623'GO SOUTHWEST ON STATE
 GA3623'HIGHWAY NO.  11 FOR 10.1 MILES TO A T-ROAD RIGHT
 GA3623'AND THE GAUSDALE POST OFFICE ON THE
 GA3623'RIGHT, TURN RIGHT AND GO 2.4
 GA3623'MILES TO A CROSSROAD, TURN RIGHT AND GO 0.45 MILE TO A
 GA3623'T-ROAD RIGHT,
 GA3623'TURN RIGHT AND GO 0.6 MILE TO THE TOP OF RIDGE AND A HOUSE ON THE
 GA3623'LEFT, THE HOUSE IS
 GA3623'ABOUT 100 YARDS OFF OF THE ROAD, HERE TURN RIGHT
 GA3623'AND FOLLOW ALONG THE EAST SIDE OF
 GA3623'RIDGE FOR ABOUT 0.15 MILE TO THE
 GA3623'END OF ROAD AND END OF TRUCK TRAVEL, HERE PACK WEST
 GA3623'UP HILL FOR ABOUT
 GA3623'100 YARDS TO THE TOP OF HILL AND THE STATION AS DESCRIBED.  (5 MINUTE
 GA3623'PACK)
 GA3623'
 GA3623'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 GA3623
 GA3623                          STATION RECOVERY (1963)
 GA3623
 GA3623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RM)
 GA3623'RECOVERED IN GOOD CONDITION.
 GA3623
 GA3623                          STATION RECOVERY (1980)
 GA3623
 GA3623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA3623'THE STATION MARK WAS FOUND IN GOOD CONDITION AFTER A LONG SEARCH.  THE
 GA3623'REFERENCE MARKS WERE NOT FOUND AND ASSUMED DESTROYED BY
 GA3623'GRADING.  REFERENCE MARKS 3 AND 4 WERE SET USING A DISTANT STATION AS
 GA3623'AN AZIMUTH OBJECT.  A NEW DESCRIPTION FOLLOWS.
 GA3623'
 GA3623'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF BARBOURVILLE, ON
 GA3623'THE TOP AND NEAR THE SOUTHEAST END OF A KNOLL ABOVE A STRIP MINE HIGH
 GA3623'WALL, 10 FEET SOUTHEAST OF A 16 INCH BEECH TREE WITH A METAL WITNESS
 GA3623'SIGN NAILED ON THE SOUTH SIDE, 29 FEET SOUTHEAST OF AN 18 INCH OAK
 GA3623'TREE WITH A WITNESS SIGN NAILED TO THE EAST SIDE AND 24 FEET NORTH OF
 GA3623'24 INCH OAK TREE.  THE DISK IS STAMPED---GAUSDALE 1950---AND IS SET IN
 GA3623'THE TOP OF A 6 INCH CONCRETE FILLED CAST IRON PIPE FILLED WITH
 GA3623'CONCRETE AND PROJECTING 4 INCHES.
 GA3623'
 GA3623'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 92 AND 11
 GA3623'ABOUT 12 MILES SOUTHWEST OF BARBOURVILLE, GO NORTHEAST ON HIGHWAY 11
 GA3623'FOR 6.4 MILES TO THE JUNCTION OF STATE ROAD 1530.  TURN LEFT ON ROAD
 GA3623'1530 AND GO WESTERLY FOR 2.4 MILES TO A GRAVELED ROAD LEFT.  TURN LEFT
 GA3623'ON THE GRAVELED ROAD AND GO FOR 0.25 MILE TO A ROAD RIGHT.  TURN RIGHT
 GA3623'ON THE ROAD AND GO FOR 0.5 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK
 GA3623'AND GO 0.45 MILE TO A SHARP CURVE TO THE LEFT AND THE STATION ON THE
 GA3623'RIGHT.
 GA3623'
 GA3623'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT
 GA3623'STAMPED---GAUSDALE 1950 NO 3 1980---PROJECTING 3 INCHES, 17 FEET
 GA3623'NORTHWEST OF THE 24 INCH OAK TREE AND 22 FEET SOUTH OF THE BEECH TREE.
 GA3623'
 GA3623'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT
 GA3623'STAMPED---GAUSDALE 1950 NO 4 1980---PROJECTING 6 INCHES, 10 FEET EAST
 GA3623'OF THE 18 INCH OAK TREE AND 20 FEET WEST OF THE BEECH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2368 ***********************************************************************
 HY2368  DESIGNATION -  GEARHART
 HY2368  PID         -  HY2368
 HY2368  STATE/COUNTY-  KY/CARTER
 HY2368  USGS QUAD   -  OLIVE HILL (1975)
 HY2368
 HY2368                         *CURRENT SURVEY CONTROL
 HY2368  ___________________________________________________________________
 HY2368* NAD 83(1993)-  38 15 36.56891(N)    083 10 49.46686(W)     ADJUSTED  
 HY2368* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 HY2368  ___________________________________________________________________
 HY2368  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HY2368  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HY2368
 HY2368  HORZ ORDER  -  FIRST
 HY2368
 HY2368.The horizontal coordinates were established by classical geodetic methods
 HY2368.and adjusted by the National Geodetic Survey in December 1995..
 HY2368
 HY2368.The orthometric height was scaled from a topographic map.
 HY2368
 HY2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2368
 HY2368.The geoid height was determined by GEOID03.
 HY2368
 HY2368;                    North         East     Units Scale Factor Converg.
 HY2368;SPC KY1Z     - 1,216,941.535 1,724,849.228   MT  0.99992731   +1 34 39.5
 HY2368;SPC KY1Z     - 3,992,582.35  5,658,942.84   sFT  0.99992731   +1 34 39.5
 HY2368;SPC KY N     -    84,918.475   593,607.047   MT  0.99996858   +0 39 55.3
 HY2368;SPC KY N     -   278,603.36  1,947,525.79   sFT  0.99996858   +0 39 55.3
 HY2368;UTM  17      - 4,236,929.061   309,233.471   MT  1.00004820   -1 21 02.1
 HY2368
 HY2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2368!SPC KY1Z     -   0.99994926  x   0.99992731  =   0.99987657
 HY2368!SPC KY N     -   0.99994926  x   0.99996858  =   0.99991784
 HY2368!UTM  17      -   0.99994926  x   1.00004820  =   0.99999746
 HY2368
 HY2368:                Primary Azimuth Mark                     Grid Az
 HY2368:SPC KY1Z     -  GEARHART RM 1                            031 20 48.7
 HY2368:SPC KY N     -  GEARHART RM 1                            032 15 32.9
 HY2368:UTM  17      -  GEARHART RM 1                            034 16 30.3
 HY2368
 HY2368|---------------------------------------------------------------------|
 HY2368| PID    Reference Object                     Distance      Geod. Az  |
 HY2368|                                                           dddmmss.s |
 HY2368| DB9430 GEARHART RM 1                                      0325528.2 |
 HY2368| DB9431 GEARHART RM 2                        37.435 METERS 07428     |
 HY2368| DB9432 GEARHART RM 3                        14.579 METERS 31431     |
 HY2368|---------------------------------------------------------------------|
 HY2368
 HY2368                          SUPERSEDED SURVEY CONTROL
 HY2368
 HY2368  NAD 83(1986)-  38 15 36.57519(N)    083 10 49.47188(W) AD(       ) 1
 HY2368  NAD 27      -  38 15 36.28160(N)    083 10 49.83570(W) AD(       ) 1
 HY2368
 HY2368.Superseded values are not recommended for survey control.
 HY2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2368.See file dsdata.txt to determine how the superseded data were derived.
 HY2368
 HY2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC0923336929(NAD 83)
 HY2368_MARKER: DS = TRIANGULATION STATION DISK
 HY2368_SETTING: 80 = SET IN A BOULDER
 HY2368_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HY2368
 HY2368  HISTORY     - Date     Condition        Report By
 HY2368  HISTORY     - 1928     MONUMENTED       USGS
 HY2368  HISTORY     - 1935     MARK NOT FOUND   USGS
 HY2368  HISTORY     - 1949     GOOD             CGS
 HY2368
 HY2368                          STATION DESCRIPTION
 HY2368
 HY2368'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (WM)
 HY2368'ABOUT 3 MILES S OF OLIVE HILL, ON THE CARTER ELLIOTT COUNTY LINE, ON
 HY2368'A HIGH RIDGE ON LAND BELONGING TO JIM CLICK, WHO LIVES AT THE EASTERN
 HY2368'FOOT OF THE RIDGE.
 HY2368'
 HY2368'SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 HY2368'BOULDER.  UNDERGROUND MARK IS A STANDARD
 HY2368'BRONZE DISK WEDGED IN A DRILL HOLE.
 HY2368'REFERENCE MARK IS A STANDARD BRONZE DISK IN A BOULDER.
 HY2368'
 HY2368'TO REACH FROM OLIVE HILL, CROSS RAILROAD TRACKS AT STATION, TURN
 HY2368'RIGHT AFTER CROSSING BRIDGE, AND TAKE BRICK PAVED ROAD TURNING LEFT
 HY2368'UP STEEP HILL.  FOLLOW ABOUT 1-1/2 MILES TO A ROAD TURNING E.  THIS
 HY2368'IS KNOWN AS THE TICK RIDGE ROAD.  FOLLOW THIS, KEEPING RIGHT HAND
 HY2368'AT FORK, ABOUT 4 MILES TO JIM CLICKS LANE, LEADING TO HIS HOUSE IN
 HY2368'CREEK BOTTOM.  FROM CLICKS HOUSE, FOLLOW WOOD ROAD WESTERLY, UP
 HY2368'POINT OF RIDGE TO STATION. THE U.S.G.S. MARK WAS BADLY DAMAGED, AND A
 HY2368'NEW MARK WAS PLACED AS NEAR TO ITS ORIGINAL POSITION AS POSSIBLE.
 HY2368'THERE ARE TWO GRAVES ABOUT 10 FEET S OF THE STATION.
 HY2368'
 HY2368'HEIGHT OF SIGNAL ABOVE STATION MARK 1 METER.
 HY2368
 HY2368                          STATION RECOVERY (1935)
 HY2368
 HY2368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935 (ECB)
 HY2368'COULD NOT REACH THIS STATION BY AUTOMOBILE.
 HY2368
 HY2368                          STATION RECOVERY (1949)
 HY2368
 HY2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2368'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN GOOD
 HY2368'CONDITION.  THE DIRECTION AND DISTANCES TO RM NOS.1 AND 2 WERE FOUND
 HY2368'TO BE INTERCHANGED WITH THOSE OF THE OLD DESCRIPTION.  A COMPLETE
 HY2368'NEW DESCRIPTION FOLLOWS.
 HY2368'
 HY2368'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF OLIVE HILL ON PROPERTY
 HY2368'OWNED BY JIM CLICK WHO LIVES AT THE EASTERN FOOT OF THE RIDGE WHERE
 HY2368'THE STATION IS LOCATED.  IT IS 30 FEET WEST OF A 12 INCH OAK TREE
 HY2368'15 FEET NORTHWEST OF A WHITE WITNESS POST AND 12 FEET
 HY2368'SOUTHWEST OF A GRAVE HEADSTONE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 HY2368'THE DISK IS STAMPED GEARHEART USGS 1928.
 HY2368'
 HY2368'REFERENCE MARK NO.1 IS 0.4 MILE EAST OF THE STATION.  IT IS 31 FEET
 HY2368'SOUTH OF A 24 INCH OAK TREE, 26 FEET SOUTH OF THE CENTER OF A DIRT
 HY2368'ROAD, 12 FEET WEST OF THE CENTER OF A DIRT ROAD, 3 FEET SOUTHWEST OF
 HY2368'A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS
 HY2368'FLUSH AND THE DISK IS STAMPED GEARHART NO 1 1928.
 HY2368'
 HY2368'REFERENCE MARK NO.2 IS 122.82 FEET NORTHEAST OF THE STATION.  IT IS
 HY2368'11 FEET SOUTHWEST OF A 14 INCH WALNUT TREE.  THE MARK
 HY2368'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED GEARHART NO 2 1928.
 HY2368'
 HY2368'REFERENCE MARK NO.3 IS 47.83 FEET NORTHWEST OF THE STATION.  THE MARK
 HY2368'PROJECTS 4 INCHES AND THE DISK IS STAMPED GEARHART USGS NO 3 1949.
 HY2368'
 HY2368'TO REACH THE STATION FROM THE C AND O RAILROAD FREIGHT DEPOT IN OLIVE
 HY2368'HILL GO SOUTH FOR 0.05 MILE ACROSS TRACKS AND BRIDGE, TURN RIGHT
 HY2368'JUST AFTER CROSSING BRIDGE AND GO WEST FOR FOR 0.05 MILES TO A PAVED
 HY2368'T ROAD LEFT, TURN LEFT AND FOLLOW PAVED ROAD UP STEEP GRADE FOR 0.2
 HY2368'MILE TO THE END OF PAVED ROAD, CONTINUE SOUTH ON ROCK ROAD FOR 1.0
 HY2368'MILE TO A T ROAD LEFT (TICK RIDGE ROAD) TURN LEFT AND GO EAST ON ROCK
 HY2368'ROAD FOR 0.4 MILE TO A T ROAD RIGHT, RIGHT AND GO SOUTH ON ROCK ROAD
 HY2368'FOR 1.7 MILES TO A CROSSROAD AND AZIMUTH MARK ON THE RIGHT AS
 HY2368'DESCRIBED.  CONTINUE SOUTH AND WEST ON WASHED OUT DIRT ROAD FOR 0.6
 HY2368'MILE TO A BREAK IN THE FENCE ON THE LEFT, TURN SHARP LEFT AND FOLLOW
 HY2368'WOODS ROAD FOR ABOUT 0.1 MILE TO THE TOP OF RIDGE AND THE STATION IS
 HY2368'DESCRIBED.
 HY2368'
 HY2368'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2305 ***********************************************************************
 GB2305  DESIGNATION -  GEOCEIVER STA 005 RM 1
 GB2305  PID         -  GB2305
 GB2305  STATE/COUNTY-  KY/WHITLEY
 GB2305  USGS QUAD   -  CORBIN (1978)
 GB2305
 GB2305                         *CURRENT SURVEY CONTROL
 GB2305  ___________________________________________________________________
 GB2305* NAD 83(1986)-  36 57 21.     (N)    084 06 52.     (W)     SCALED    
 GB2305* NAVD 88     -       395.60   (meters)    1297.9    (feet)  RESET     
 GB2305  ___________________________________________________________________
 GB2305  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB2305
 GB2305  VERT ORDER  -  THIRD
 GB2305
 GB2305.The horizontal coordinates were scaled from a topographic map and have
 GB2305.an estimated accuracy of +/- 6 seconds.
 GB2305
 GB2305.The orthometric height was computed from unverified reset data.
 GB2305.No vertical observational check was made to the station.
 GB2305
 GB2305.The geoid height was determined by GEOID03.
 GB2305
 GB2305;                    North         East    Units  Estimated Accuracy
 GB2305;SPC KY1Z     - 1,070,370.    1,645,670.      MT  (+/- 180 meters Scaled)
 GB2305
 GB2305                          SUPERSEDED SURVEY CONTROL
 GB2305
 GB2305  NGVD 29 (10/08/05)  395.77   (m)         1298.5    (f) RESET       3  
 GB2305
 GB2305.Superseded values are not recommended for survey control.
 GB2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2305.See file dsdata.txt to determine how the superseded data were derived.
 GB2305
 GB2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF569938(NAD 83)
 GB2305_MARKER: DR = REFERENCE MARK DISK
 GB2305_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GB2305_SP_SET: SIDEWALK
 GB2305_STAMPING: GEOCEIVER STA NO 005 RM 1 1973
 GB2305_MARK LOGO: NGS   
 GB2305_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2305
 GB2305  HISTORY     - Date     Condition        Report By
 GB2305  HISTORY     - 1973     MONUMENTED       NGS
 GB2305  HISTORY     - 1976     GOOD             NGS
 GB2305  HISTORY     - 19870607 GOOD             NGS
 GB2305
 GB2305                          STATION DESCRIPTION
 GB2305
 GB2305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GB2305'IN CORBIN.
 GB2305'IN THE CONCRETE SIDEWALK ALONG THE SOUTHEAST
 GB2305'SIDE OF THE FIRST APOSTOLIC CHURCH, ON THE HIGHEST POINT OF
 GB2305'GORDON HILL, SOUTHEAST OF THE INTERSECTION OF GEORGIA AVENUE
 GB2305'AND KING STREET, 102 FEET NORTHEAST OF THE CENTERLINE OF KING
 GB2305'STREET, 39 FEET NORTHEAST OF THE SOUTH CORNER OF THE CHURCH,
 GB2305'25 FEET SOUTHWEST OF THE EAST CORNER AND 5.5 FEET SOUTHEASTOF
 GB2305'THE SOUTHEAST WALL OF THE SAME.
 GB2305
 GB2305                          STATION RECOVERY (1987)
 GB2305
 GB2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 GB2305'THE STATION IS LOCATED 1.25 KM (0.75 MI) W ON STATE ROUTE 312 FROM THE
 GB2305'JUNCTION WITH US HIGHWAY 25W AT CORBIN, THEN NE 0.1 MI (0.2 KM) ON
 GB2305'GEORGIA STREET TO A T JUNCTION WITH KING STREET AT THE FIRST APOSTOLIC
 GB2305'CHURCH AND THE STATION AT THE SE SIDE OF THE CHURCH, 100.5 FT (30.6 M)
 GB2305'NE OF THE CENTER OF KING STREET, 39.64 FT (12.08 M) NE OF THE S CORNER
 GB2305'OF THE CHURCH, 25.15 FT (7.67 M) SW OF THE E CORNER OF THE CHURCH AND
 GB2305'4.96 FT (1.51 M) SE OF THE SE WALL OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2667 ***********************************************************************
 GB2667  CBN         -  This is a Cooperative Base Network Control Station.
 GB2667  DESIGNATION -  GEOCEIVER STA 005 RESET
 GB2667  PID         -  GB2667
 GB2667  STATE/COUNTY-  KY/WHITLEY
 GB2667  USGS QUAD   -  CORBIN (1978)
 GB2667
 GB2667                         *CURRENT SURVEY CONTROL
 GB2667  ___________________________________________________________________
 GB2667* NAD 83(1993)-  36 57 21.88100(N)    084 06 50.67826(W)     ADJUSTED  
 GB2667* NAVD 88     -       394.7    (meters)    1295.     (feet)  GPS OBS   
 GB2667  ___________________________________________________________________
 GB2667  X           -     523,325.364 (meters)                     COMP
 GB2667  Y           -  -5,076,312.596 (meters)                     COMP
 GB2667  Z           -   3,813,718.501 (meters)                     COMP
 GB2667  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 GB2667  ELLIP HEIGHT-         364.74  (meters)          (11/03/04) GPS OBS
 GB2667  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB2667
 GB2667  HORZ ORDER  -  B
 GB2667  VERT ORDER  -  THIRD (See Below)
 GB2667  ELLP ORDER  -  THIRD     CLASS I
 GB2667
 GB2667.The horizontal coordinates were established by GPS observations
 GB2667.and adjusted by the National Geodetic Survey in September 1994..
 GB2667
 GB2667.The orthometric height was determined by GPS observations and a
 GB2667.high-resolution geoid model.
 GB2667.The vertical order pertains to the NGVD 29 superseded value.
 GB2667
 GB2667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2667
 GB2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2667
 GB2667.The ellipsoidal height was determined by GPS observations
 GB2667.and is referenced to NAD 83.
 GB2667
 GB2667.The geoid height was determined by GEOID03.
 GB2667
 GB2667;                    North         East     Units Scale Factor Converg.
 GB2667;SPC KY1Z     - 1,070,393.249 1,645,697.257   MT  1.00003288   +1 00 15.8
 GB2667;SPC KY1Z     - 3,511,781.85  5,399,258.42   sFT  1.00003288   +1 00 15.8
 GB2667;SPC KY S     -   570,369.519   645,687.846   MT  0.99996704   +0 59 31.7
 GB2667;SPC KY S     - 1,871,287.33  2,118,394.21   sFT  0.99996704   +0 59 31.7
 GB2667;UTM  16      - 4,093,892.431   756,956.048   MT  1.00041347   +1 44 09.5
 GB2667
 GB2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2667!SPC KY1Z     -   0.99994276  x   1.00003288  =   0.99997564
 GB2667!SPC KY S     -   0.99994276  x   0.99996704  =   0.99990981
 GB2667!UTM  16      -   0.99994276  x   1.00041347  =   1.00035621
 GB2667
 GB2667|---------------------------------------------------------------------|
 GB2667| PID    Reference Object                     Distance      Geod. Az  |
 GB2667|                                                           dddmmss.s |
 GB2667| GB0081 CORBIN                               29.137 METERS 26414     |
 GB2667| GB0080 CORBIN RM 2                                        26926     |
 GB2667| GB2305 GEOCEIVER STA 005 RM 1               19.047 METERS 31736     |
 GB2667|---------------------------------------------------------------------|
 GB2667
 GB2667                          SUPERSEDED SURVEY CONTROL
 GB2667
 GB2667  ELLIP H (09/07/94)  364.73   (m)                       GP(       ) 4 1
 GB2667  ELLIP H (09/07/90)  364.61   (m)                       GP(       ) 4 1
 GB2667  NGVD 29 (10/08/05)  394.84   (m)         1295.4    (f) RESET       3  
 GB2667
 GB2667.Superseded values are not recommended for survey control.
 GB2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2667.See file dsdata.txt to determine how the superseded data were derived.
 GB2667
 GB2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5695693892(NAD 83)
 GB2667_MARKER: DH = HORIZONTAL CONTROL DISK
 GB2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2667_SP_SET: CONCRETE POST
 GB2667_STAMPING: GEOCEIVER STA NO 005 1973 1987
 GB2667_MARK LOGO: NGS   
 GB2667_PROJECTION: PROJECTING 1 CENTIMETERS
 GB2667_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2667+STABILITY: SURFACE MOTION
 GB2667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2667+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2002
 GB2667
 GB2667  HISTORY     - Date     Condition        Report By
 GB2667  HISTORY     - 1987     MONUMENTED       NGS
 GB2667  HISTORY     - 1987     GOOD             NGS
 GB2667  HISTORY     - 19870607 GOOD             NGS
 GB2667  HISTORY     - 19890320 GOOD             NGS
 GB2667  HISTORY     - 19930727 GOOD             NGS
 GB2667  HISTORY     - 19950607 GOOD             NGS
 GB2667  HISTORY     - 20010912 GOOD             KYDT
 GB2667  HISTORY     - 20021126 GOOD             WOOLPT
 GB2667
 GB2667                          STATION DESCRIPTION
 GB2667
 GB2667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 GB2667'1.9 KM (1.20 MI) WEST FROM CORBIN.
 GB2667'1.25 MI WEST ON STATE ROUTE 312 FROM THE JUNCTION OF U.S. HIGHWAY 25W
 GB2667'IN CORBIN, THEN NORTHEAST 0.1 MI ON GEORGIA STREET TO A T-JUNCTION
 GB2667'WITH KING STREET AND THE FIRST APOSTOLIC CHURCH, AND THE STATION
 GB2667'107.7 FT NORTHEAST OF THE CENTER OF KING STREET, 81.39 FT EAST OF THE
 GB2667'SOUTH CORNER OF THE CHURCH, 89.2 FT NORTHWEST OF THE CENTER OF SCHOOL
 GB2667'AVENUE AND 67.19 FT SOUTHEAST OF THE SOUTHEAST WALL OF THE CHURCH.
 GB2667
 GB2667                          STATION RECOVERY (1987)
 GB2667
 GB2667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GB2667'THE STATION IS LOCATED AT THE WEST EDGE OF CORBIN, AT THE HIGHEST
 GB2667'PART OF GORDON HILL, IN A LAWN ON THE GROUNDS OF THE FIRST
 GB2667'APOSTOLIC CHURCH.
 GB2667'OWNERSHIP--NONE.
 GB2667'
 GB2667'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND
 GB2667'INTERSTATE 75 ABOUT 6.4 KM (4 MI) SOUTHWEST OF CORBIN GO
 GB2667'NORTHEAST FOR 4.0 KM (2.5 MI) ON U.S. HIGHWAY 25W TO A (T)
 GB2667'JUNCTION.  TURN LEFT AND
 GB2667'GO NORTH FOR 1.8 KM (1.1 MI), STILL ON U.S. HIGHWAY 25W (MAIN
 GB2667'STREET), TO THE JUNCTION OF STATE ROUTE 312 (GORDON HILL PIKE).
 GB2667'TURN LEFT AND GO WEST FOR 2.01 KM (1.25 MI) ON STATE ROUTE 312 TO
 GB2667'THE JUNCTION OF GEORGIA STREET.
 GB2667'TURN RIGHT AND GO NORTHEAST FOR 0.16 KM (0.1 MI) ON GEORGIA STREET
 GB2667'TO THE JUNCTION OF KING STREET, A CHURCH, AND THE STATION ON THE
 GB2667'LEFT.
 GB2667'
 GB2667'THE STATION IS A STANDARD NGS DISK
 GB2667'STAMPED---GEOCEIVER STA NO 005 1973 1987---,
 GB2667'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GB2667'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 GB2667'32.83 METERS (107.7 FT) NORTHEAST FROM THE CENTER OF KING STREET,
 GB2667'24.81 METERS (81.4 FT) EAST FROM THE SOUTH CORNER OF THE CHURCH,
 GB2667'20.48 METERS (67.2 FT) SOUTHEAST FROM THE SOUTHEAST WALL OF THE
 GB2667'CHURCH,
 GB2667'29.14 METERS (95.61 FT) NORTHEAST FROM THE USC+GS STATION CORBIN
 GB2667'1950,
 GB2667'27.19 METERS (89.2 FT) NORTHWEST FROM THE CENTER OF GEORGIA STREET.
 GB2667
 GB2667                          STATION RECOVERY (1987)
 GB2667
 GB2667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GB2667'THE STATION MARK WAS FOUND WITH THE DISK SHEARED OFF.  CORBIN 1950 AND
 GB2667'RM 1 WERE BOTH RECOVERED AS DESCRIBED.  A NEW DISK WAS SET IN THE
 GB2667'REMAINING CONCRETE POST.  ALL DISTANCES AND DIRECTIONS CHECKED
 GB2667'PREVIOUS DATA.  A NEW DESCRIPTION FOLLOWS.  ELEVATION WAS TRANSFERRED
 GB2667'FROM CORBIN 1950 TO THE NEW STATION MARK AT THIS TIME.  A NEW
 GB2667'DESCRIPTION FOLLOWS.
 GB2667'THE STATION IS LOCATED IN THE WEST EDGE OF CORBIN AT THE HIGHEST POINT
 GB2667'OF GORDON HILL ON THE GROUNDS OF THE FIRST APOSTOLIC CHURCH.  TO REACH
 GB2667'THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND US HIGHWAY 25W
 GB2667'ABOUT 4 MI (6.4 KM) SW OF CORBIN GO 2.5 MILES (4.0 KM) NE ON HIGHWAY
 GB2667'25W TO A T-JUNCTION.  TURN LEFT (N) STILL ON HIGHWAY 25W (MAIN ST) AND
 GB2667'GO 1.1 MILE (1.8 KM) TO THE JUNCTION WITH STATE ROUTE 312 (GORDON HILL
 GB2667'PIKE) IN DOWNTOWN CORBIN. TURN LEFT AND GO 1.25 MI (2.01 KM) W ON
 GB2667'ROUTE 312 THEN RIGHT (NE) ON GEORGIA STREET TO A T-JUNCTION WITH KING
 GB2667'STREET AND THE FIRST APOSTOLIC CHURCH STRAIGHT AHEAD.
 GB2667'THE STATION IS A STANDARD NGS DISK STAMPED--GEOCEIVER STA NO 005 1973
 GB2667'1987--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 GB2667'DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND.  THE STATION IS LOCATED
 GB2667'32.8 METERS (107.6 FT) NORTHEAST FROM THE CENTER OF KING STREET 24.81
 GB2667'METERS (81.40 FT) EAST FROM THE SOUTH CORNER OF THE CHURCH 27.2 METERS
 GB2667'(89.2 FT) NORTHWEST FROM THE CENTER OF SCHOOL AVENUE (A GRAVEL ROAD)
 GB2667'20.48 METERS (67.19 FT) SOUTHEAST FROM THE SOUTHEAST WALL OF THE
 GB2667'CHURCH. REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--GEOCEIVER
 GB2667'STA NO 005 RM 1 1973--, SET IN THE SIDEWALK AT THE SE SIDE OF THE
 GB2667'CHURCH. STATION IS LOCATED 30.6 METERS (100.4 FT) NORTHEAST FROM THE
 GB2667'CENTER OF KING STREET 12.08 METERS (39.63 FT) NORTHEAST FROM THE SOUTH
 GB2667'CORNER OF THE CHURCH 7.67 METERS (25.16 FT) SOUTHWEST FROM THE EAST
 GB2667'CORNER OF THE CHURCH 1.51 METERS (4.95 FT) SOUTHEAST FROM THE
 GB2667'SOUTHEAST WALL OF THE CHURCH AND 0.9 METER (3.0 FT) HIGHER THAN THE
 GB2667'STATION. REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--CORBIN
 GB2667'1950--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES IN
 GB2667'DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND.  THE STATION IS LOCATED
 GB2667'21.0 21.0 METERS (68.9 FT) SOUTHEAST FROM THE JUNCTION OF GEORGIA AND
 GB2667'KING STREET 12.4 METERS (40.7 FT) SOUTH FROM THE SOUTH CORNER OF
 GB2667'CHURCH 13.0 METERS (42.7 FT) EAST FROM A FIRE HYDRANT 4.2 METERS (13.8
 GB2667'FT) NORTH FROM A 6 INCH MAPLE TREE AND 0.6 METER (2.0 FT) HIGHER THAN
 GB2667'THE STATION.
 GB2667
 GB2667                          STATION RECOVERY (1989)
 GB2667
 GB2667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GB2667'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF CORBIN AND ON THE
 GB2667'GROUNDS OF THE FIRST APOSTOLIC CHURCH.  OWNERSHIP--FIRST APOSTOLIC
 GB2667'CHURCH, KING AND GEORGIA STREET, CORBIN, KY 40701, PHONE 606-523-9556.
 GB2667'TO REACH THE STATION FROM THE POST OFFICE IN CORBIN, GO WEST ON EAST
 GB2667'CENTER STREET FOR 0.15 KM (0.10 MI) TO NORTH MAIN STREET ON THE LEFT.
 GB2667'TURN LEFT ONTO NORTH MAIN STREET AND GO SOUTHEAST FOR 0.2 KM
 GB2667'(0.10 MI) TO STATE HIGHWAY 312 ON THE RIGHT.  TURN RIGHT ONTO STATE
 GB2667'HIGHWAY 312 AND GORDON STREET AND GO NORTHERLY FOR 1.9 KM (1.20 MI) TO
 GB2667'GEORGIA AVENUE.  TURN RIGHT ONTO GEORGIA AVENUE AND GO NORTHEAST FOR
 GB2667'0.2 KM (0.10 MI) TO THE FIRST APOSTOLIC CHURCH AND THE STATION.
 GB2667'THE STATION MARK IS A STANDARD NGS STATION MARK DISK
 GB2667'STAMPED---GEOCEIVER STA NO 005 1973 1987---, SET IN THE TOP OF A
 GB2667'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  LOCATED 32.6 M
 GB2667'(107.0 FT) NORTHWEST OF A GRAVEL ROAD, 24.9 M (81.7 FT) EAST-SOUTHEAST
 GB2667'OF THE SOUTH CORNER OF THE CHURCH AND 20.6 M (67.6 FT) SOUTHEAST OF
 GB2667'THE SOUTHEAST WALL OF THE CHURCH.
 GB2667'DESCRIBED BY D.A. BOWLING.
 GB2667
 GB2667                          STATION RECOVERY (1993)
 GB2667
 GB2667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GB2667'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) EAST OF INTERSTATE HIGHWAY
 GB2667'75 AT THE WEST EDGE OF CORBIN, AT THE HIGHEST PART OF GORDON HILL, IN
 GB2667'A LAWN ON THE GROUNDS OF THE FIRST APOSTOLIC CHURCH. OWNERSHIP--FIRST
 GB2667'APOSTOLIC CHURCH, 100 KING STREET, CORBIN KY 40701. CONTACT--PRIOR TO
 GB2667'OCCUPATION, BROTHER HARDIE CLAXTON, PASTOR, 5106 HIGHWAY 26,
 GB2667'ROCKHOLDS, KY 40759.  PHONE--606-528-3468.
 GB2667'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 GB2667'U.S. HIGHWAY 25W (EXIT 25) SOUTHWEST OF CORBIN, GO NORTHEAST ON
 GB2667'HIGHWAY 25W FOR 4.0 KM (2.50 MI) TO A T-JUNCTION, TURN LEFT AND
 GB2667'CONTINUE NORTH ON HIGHWAY 25W (MAIN STREET) FOR 1.8 KM (1.10 MI) TO
 GB2667'STATE ROUTE 312 WEST (GORDON STREET) ON THE LEFT, TURN LEFT AND GO
 GB2667'WEST ON ROUTE 312 FOR 2.0 KM (1.25 MI) TO GEORGIA STREET ON THE
 GB2667'RIGHT, TURN RIGHT AND GO NORTHEAST ON GEORGIA STREET FOR 0.16 KM
 GB2667'(0.10 MI) TO KING STREET, TURN RIGHT AND GO SOUTHEAST ON KING STREET
 GB2667'FOR 115 FT (35.1 M) TO THE STATION ON THE LEFT.
 GB2667'LOCATED 32.83 M (107.71 FT) NORTHEAST FROM THE CENTERLINE OF KING
 GB2667'STREET, 27.4 M (89.9 FT) NORTHWEST FROM THE CENTERLINE OF SCHOOL
 GB2667'AVENUE, 24.81 M (81.40 FT) EAST FROM THE SOUTH CORNER OF THE CHURCH,
 GB2667'20.48 M (67.19 FT) SOUTHEAST FROM THE SOUTHWEST WALL OF THE CHURCH,
 GB2667'19.0 M (62.3 FT) SOUTHEAST FROM REFERENCE MARK (GEOCEIVER STA NO 005
 GB2667'RM NO 1), AND 29.2 M (95.8 FT) EAST FROM THE USCGS STATION CORBIN
 GB2667'1950.
 GB2667'NOTE--STATION WAS FOUND IN STABLE CONDITION WITH CONCRETE ERODING FROM
 GB2667'EDGES OF STATION DISK.  ADDITIONAL CONCRETE WAS ADDED TO SUPPORT
 GB2667'DISK.
 GB2667
 GB2667                          STATION RECOVERY (1995)
 GB2667
 GB2667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GB2667'RECOVERED AS DESCRIBED.
 GB2667
 GB2667                          STATION RECOVERY (2001)
 GB2667
 GB2667'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (FT)
 GB2667'RECOVERED IN GOOD CONDITION.
 GB2667
 GB2667                          STATION RECOVERY (2002)
 GB2667
 GB2667'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GB2667'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0295 ***********************************************************************
 HZ0295  DESIGNATION -  GEORGETOWN AZ MK
 HZ0295  PID         -  HZ0295
 HZ0295  STATE/COUNTY-  KY/SCOTT
 HZ0295  USGS QUAD   -  GEORGETOWN (1993)
 HZ0295
 HZ0295                         *CURRENT SURVEY CONTROL
 HZ0295  ___________________________________________________________________
 HZ0295* NAD 83(1986)-  38 11 48.     (N)    084 32 32.     (W)     SCALED    
 HZ0295* NAVD 88     -       283.729  (meters)     930.87   (feet)  ADJUSTED  
 HZ0295  ___________________________________________________________________
 HZ0295  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 HZ0295  DYNAMIC HT  -         283.524 (meters)     930.20  (feet)  COMP
 HZ0295  MODELED GRAV-     979,896.6   (mgal)                       NAVD 88
 HZ0295
 HZ0295  VERT ORDER  -  FIRST     CLASS II
 HZ0295
 HZ0295.The horizontal coordinates were scaled from a topographic map and have
 HZ0295.an estimated accuracy of +/- 6 seconds.
 HZ0295
 HZ0295.The orthometric height was determined by differential leveling
 HZ0295.and adjusted by the National Geodetic Survey in June 1991..
 HZ0295
 HZ0295.The geoid height was determined by GEOID03.
 HZ0295
 HZ0295.The dynamic height is computed by dividing the NAVD 88
 HZ0295.geopotential number by the normal gravity value computed on the
 HZ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0295.degrees latitude (g = 980.6199 gals.).
 HZ0295
 HZ0295.The modeled gravity was interpolated from observed gravity values.
 HZ0295
 HZ0295;                    North         East    Units  Estimated Accuracy
 HZ0295;SPC KY1Z     - 1,207,480.    1,605,790.      MT  (+/- 180 meters Scaled)
 HZ0295
 HZ0295                          SUPERSEDED SURVEY CONTROL
 HZ0295
 HZ0295  NGVD 29 (??/??/92)  283.899  (m)          931.43   (f) ADJ UNCH    1 2
 HZ0295
 HZ0295.Superseded values are not recommended for survey control.
 HZ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0295.See file dsdata.txt to determine how the superseded data were derived.
 HZ0295
 HZ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH152304(NAD 83)
 HZ0295_MARKER: DZ = AZIMUTH MARK DISK
 HZ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0295_STAMPING: GEORGETOWN 1935 931.425
 HZ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0295+STABILITY: SURFACE MOTION
 HZ0295
 HZ0295  HISTORY     - Date     Condition        Report By
 HZ0295  HISTORY     - 1935     MONUMENTED       CGS
 HZ0295  HISTORY     - 1949     GOOD             NGS
 HZ0295  HISTORY     - 1958     GOOD             NGS
 HZ0295
 HZ0295                          STATION DESCRIPTION
 HZ0295
 HZ0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0295'AT GEORGETOWN.
 HZ0295'AT GEORGETOWN, ABOUT 0.5 MILE SOUTH ALONG THE SOUTHERN RAILWAY
 HZ0295'FROM THE STATION, THENCE ABOUT 0.4 MILE EAST ALONG A BLACK TOP
 HZ0295'ROAD, THENCE ABOUT 0.2 MILE SOUTH ALONG A FARM DRIVE, AT AN
 HZ0295'EAST-WEST FENCE LINE, 1 FOOT NORTH OF THE FENCE LINE, 8 FEET
 HZ0295'WEST OF A GATE POST, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 HZ0295'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 HZ0295'PROJECTING 10 INCHES.  NOTE-- AZ MARK IS 2.4 FEET NE OF METAL
 HZ0295'WITNESS POST AND SIGN.
 HZ0295
 HZ0295                          STATION RECOVERY (1958)
 HZ0295
 HZ0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1866 ***********************************************************************
 HZ1866  DESIGNATION -  GEORGETOWN COLLEGE
 HZ1866  PID         -  HZ1866
 HZ1866  STATE/COUNTY-  KY/SCOTT
 HZ1866  USGS QUAD   -  GEORGETOWN (1993)
 HZ1866
 HZ1866                         *CURRENT SURVEY CONTROL
 HZ1866  ___________________________________________________________________
 HZ1866* NAD 83(1993)-  38 12 27.46697(N)    084 33 05.30480(W)     ADJUSTED  
 HZ1866* NAVD 88     -       268.045  (meters)     879.41   (feet)  ADJUSTED  
 HZ1866  ___________________________________________________________________
 HZ1866  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HZ1866  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HZ1866  DYNAMIC HT  -         267.851 (meters)     878.77  (feet)  COMP
 HZ1866  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 HZ1866
 HZ1866  HORZ ORDER  -  SECOND
 HZ1866  VERT ORDER  -  FIRST     CLASS II
 HZ1866
 HZ1866.The horizontal coordinates were established by classical geodetic methods
 HZ1866.and adjusted by the National Geodetic Survey in December 1995..
 HZ1866
 HZ1866.The orthometric height was determined by differential leveling
 HZ1866.and adjusted by the National Geodetic Survey in June 1991..
 HZ1866
 HZ1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1866
 HZ1866.The geoid height was determined by GEOID03.
 HZ1866
 HZ1866.The dynamic height is computed by dividing the NAVD 88
 HZ1866.geopotential number by the normal gravity value computed on the
 HZ1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1866.degrees latitude (g = 980.6199 gals.).
 HZ1866
 HZ1866.The modeled gravity was interpolated from observed gravity values.
 HZ1866
 HZ1866;                    North         East     Units Scale Factor Converg.
 HZ1866;SPC KY1Z     - 1,208,689.512 1,604,960.918   MT  0.99992160   +0 44 09.1
 HZ1866;SPC KY1Z     - 3,965,508.84  5,265,609.28   sFT  0.99992160   +0 44 09.1
 HZ1866;SPC KY N     -    78,587.647   473,596.445   MT  0.99997229   -0 11 15.1
 HZ1866;SPC KY N     -   257,832.97  1,553,791.00   sFT  0.99997229   -0 11 15.1
 HZ1866;UTM  16      - 4,231,686.627   714,382.038   MT  1.00016606   +1 30 54.1
 HZ1866
 HZ1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1866!SPC KY1Z     -   0.99996323  x   0.99992160  =   0.99988483
 HZ1866!SPC KY N     -   0.99996323  x   0.99997229  =   0.99993552
 HZ1866!UTM  16      -   0.99996323  x   1.00016606  =   1.00012928
 HZ1866
 HZ1866|---------------------------------------------------------------------|
 HZ1866| PID    Reference Object                     Distance      Geod. Az  |
 HZ1866|                                                           dddmmss.s |
 HZ1866| HZ0288 GEORGETOWN COLLEGE RM 1              39.728 METERS 03544     |
 HZ1866| HZ0287 PTS 17                              303.621 METERS 08924     |
 HZ1866| HZ1984 GEORGETOWN RESET                    APPROX. 1.3 KM 1383729.0 |
 HZ1866| HZ0290 GEORGETOWN COLLEGE AZ MK                           2373802.6 |
 HZ1866| HZ0289 GEORGETOWN COLLEGE RM 2              31.565 METERS 28729     |
 HZ1866|---------------------------------------------------------------------|
 HZ1866
 HZ1866                          SUPERSEDED SURVEY CONTROL
 HZ1866
 HZ1866  NAD 83(1986)-  38 12 27.47321(N)    084 33 05.31423(W) AD(       ) 2
 HZ1866  NAD 27      -  38 12 27.20600(N)    084 33 05.52000(W) AD(       ) 2
 HZ1866  NGVD 29 (10/08/05)  268.22   (m)          880.0    (f) RESET       3  
 HZ1866
 HZ1866.Superseded values are not recommended for survey control.
 HZ1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1866.See file dsdata.txt to determine how the superseded data were derived.
 HZ1866
 HZ1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1438231687(NAD 83)
 HZ1866_MARKER: DS = TRIANGULATION STATION DISK
 HZ1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1866_SP_SET: CONCRETE POST
 HZ1866_STAMPING: GEORGETOWN COLLEGE 1935
 HZ1866_MARK LOGO: CGS   
 HZ1866_PROJECTION: RECESSED 50 CENTIMETERS
 HZ1866_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1866+STABILITY: SURFACE MOTION
 HZ1866
 HZ1866  HISTORY     - Date     Condition        Report By
 HZ1866  HISTORY     - 1935     MONUMENTED       CGS
 HZ1866  HISTORY     - 1982     GOOD             NGS
 HZ1866  HISTORY     - 1986     GOOD             NGS
 HZ1866  HISTORY     - 19861012 GOOD             NGS
 HZ1866
 HZ1866                          STATION DESCRIPTION
 HZ1866
 HZ1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ1866'STATION IS IN THE NE CORNER OF THE ATHLETIC FIELD OF GEORGETOWN
 HZ1866'COLLEGE, AT THE INTERSECTION OF COLLEGE STREET AND MILITARY STREET IN
 HZ1866'THE E PART OF THE CITY OF GEORGETOWN.  IT IS LOCATED IN A CLEAR
 HZ1866'SPACE BETWEEN TWO TREES, 70 FEET S OF THE INTERSECTION OF CENTER
 HZ1866'LINE OF S MILITARY STREET AND E COLLEGE STREET, 27.5 FEET ESE OF
 HZ1866'DOUBLE 14 INCH LOCUST TREE.  MARK IS SET FLUSH WITH THE GROUND.
 HZ1866'
 HZ1866'SURFACE, UNDERGROUND, REFERENCE MARK NO 2 AND AZIMUTH MARKS ARE
 HZ1866'STANDARD BRONZE DISKS SET IN CONCRETE.
 HZ1866'
 HZ1866'REFERENCE MARK NO.1, A STANDARD BRONZE DISK IS NE OF STATION SET IN
 HZ1866'CONCRETE SIDEWALK AT THE SE CORNER OF E COLLEGE AND S MILITARY
 HZ1866'STREETS--28 FEET N OF A YELLOW HYDRANT.
 HZ1866'
 HZ1866'REFERENCE MARK NO.2 IS W OF STATION.  1.5 FEET S OF BOARD FENCE LINE
 HZ1866'ON THE N SIDE OF THE ATHLETIC FIELD.  5.5 FEET WSW OF 14 INCH LOCUST
 HZ1866'TREE. MARK PROJECTS 5 INCHES ABOVE THE GROUND.
 HZ1866'
 HZ1866'AZIMUTH MARK IS SW OF STATION.  1 FOOT E OF N S WIRE FENCE LINE.  2
 HZ1866'FEET S OF S GATEPOST.  IN THE W EDGE OF ATHLETIC FIELD.  3 FEET N OF
 HZ1866'CHERRY TREE.  MARK PROJECTS 4 INCHES ABOVE THE GROUND.
 HZ1866'
 HZ1866'TO REACH FROM THE POST OFFICE IN GEORGETOWN--GO E ON MAIN STREET FOR
 HZ1866'0.35 MILE TO A T STREET TO THE RIGHT (MILITARY STREET).  TURN RIGHT
 HZ1866'AND GO S ONE BLOCK TO INTERSECTION WITH COLLEGE STREET AND STATION.
 HZ1866'
 HZ1866'A 90 FOOT TOWER IS REQUIRED.
 HZ1866'
 HZ1866'NO NATURAL OBJECTS ARE VG.
 HZ1866
 HZ1866                          STATION RECOVERY (1982)
 HZ1866
 HZ1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HZ1866'IN GEORGETOWN.
 HZ1866'IN THE NORTHEAST CORNER OF THE GEORGETOWN COLLEGE ATHLETIC FIELD,
 HZ1866'9.8 METERS (32.0 FEET) SOUTHWEST OF A FENCE CORNER, 16.2 METERS
 HZ1866'(53.0 FEET) SOUTH OF THE CENTERLINE OF COLLEGE STREET, 14.9 METERS
 HZ1866'(49.0 FEET) WEST OF THE CENTERLINE OF MILITARY STREET, AND 8.4 METERS
 HZ1866'(27.5 FEET) SOUTHEAST OF A 0.6 CENTIMETER (24-INCH) LOCUST TREE.
 HZ1866
 HZ1866                          STATION RECOVERY (1986)
 HZ1866
 HZ1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ1866'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN GEORGETOWN,
 HZ1866'LOCATED AT THE NORTHEAST CORNER OF THE GEORGETOWN COLLEGE ATHLETIC
 HZ1866'FIELD, 9.6 METERS (31.5 FT) SOUTHEAST OF THE NORTHEAST CORNER POST OF
 HZ1866'A CHAIN LINK FENCE, 7.3 METERS (24.1 FT) WEST OF THE NORTH-SOUTH CHAIN
 HZ1866'LINK FENCE, 6.3 METERS (20.7 FT) SOUTH OF THE EAST-WEST CHAIN LINK
 HZ1866'FENCE.
 HZ1866
 HZ1866                          STATION RECOVERY (1986)
 HZ1866
 HZ1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 HZ1866'THE STATION MARK REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 HZ1866'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DISTURBED LOOSE IN THE
 HZ1866'GROUND AND WAS DESTROYED.  REFERENCE MARK 3 WAS SET.  THE DISTANCE TO
 HZ1866'REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY 0.018 METERS (0.059 FT)
 HZ1866'AND THE DIRECTION IN ERROR BY 4 MINUTES AND 38 SECONDS.  A NEW
 HZ1866'DESCRIPTION FOLLOWS.
 HZ1866'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE GEORGETOWN
 HZ1866'COLLEGE ATHLETIC FIELD 9.8 METERS (32.2 FT) SW OF A FENCE CORNER 16.2
 HZ1866'METERS (53.1 FT) S OF THE CENTERLINE OF COLLEGE STREET 14.9 METERS
 HZ1866'(48.9 FT) W OF THE CENTERLINE OF MILITARY STREET AND 8.4 METERS (27.6
 HZ1866'FT) SE OF A 0.6 METERS (2.0 FT) LOCUST TREE. THE MONUMENT IS 0.5
 HZ1866'METERS (1.6 FT) UNDERGROUND AND THE DISK IS STAMPED--GEORGETOWN
 HZ1866'COLLEGE 1935--. REFERENCE MARK 1 IS A STANDARD DISK, SET IN A DRILL
 HZ1866'HOLE IN A CONCRETE SIDEWALK STAMPED--GEORGETOWN COLLEGE NO 1 1935--,
 HZ1866'8.5 METERS (27.9 FT) N OF A FIRE HYDRANT, O6.4 METERS (21.0 FT) E OF
 HZ1866'THE CENTERLINE OF MILITARY STREET AND 8.2 METERS (26.9 FT) S OF THE
 HZ1866'CENTERLINE OF COLLEGE STREET. REFERENCE MARK NO 3 IS A STANDARD DISK
 HZ1866'SET IN A DRILL HOLE IN THE TOP OF THE W CONCRETE CURB OF MILITARY
 HZ1866'STREET STAMPED--GEORGETOWN COLLEGE NO 3 1982--, 13.1 METERS (43.0 FT)
 HZ1866'SE OF THE FENCE CORNER 22.9 METERS (75.1 FT) S OF THE CENTERLINE OF
 HZ1866'COLLEGE STREET AND 4.9 METERS (16.1 FT) W OF THE CENTERLINE OF
 HZ1866'MILITARY STREET. THE AZIMUTH MARK IS 0.3 METERS (1.0 FT) E OF THE W
 HZ1866'FENCE OF THE FIELD 0.6 METERS (2.0 FT) S OF THE S GATE POST 0.9 METERS
 HZ1866'(3.0 FT) N OF A CHERRY TREE AND NEAR THE SW CORNER OF THE FIELD.  THE
 HZ1866'MONUMENT PROJECTS 0.1 METERS (0.3 FT) AND THE DISK IS
 HZ1866'STAMPED--GEORGETOWN COLLEGE 1935--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0288 ***********************************************************************
 HZ0288  DESIGNATION -  GEORGETOWN COLLEGE RM 1
 HZ0288  PID         -  HZ0288
 HZ0288  STATE/COUNTY-  KY/SCOTT
 HZ0288  USGS QUAD   -  GEORGETOWN (1993)
 HZ0288
 HZ0288                         *CURRENT SURVEY CONTROL
 HZ0288  ___________________________________________________________________
 HZ0288* NAD 83(1986)-  38 12 27.     (N)    084 33 05.     (W)     SCALED    
 HZ0288* NAVD 88     -       269.138  (meters)     883.00   (feet)  ADJUSTED  
 HZ0288  ___________________________________________________________________
 HZ0288  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HZ0288  DYNAMIC HT  -         268.943 (meters)     882.36  (feet)  COMP
 HZ0288  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 HZ0288
 HZ0288  VERT ORDER  -  FIRST     CLASS II
 HZ0288
 HZ0288.The horizontal coordinates were scaled from a topographic map and have
 HZ0288.an estimated accuracy of +/- 6 seconds.
 HZ0288
 HZ0288.The orthometric height was determined by differential leveling
 HZ0288.and adjusted by the National Geodetic Survey in June 1991..
 HZ0288
 HZ0288.The geoid height was determined by GEOID03.
 HZ0288
 HZ0288.The dynamic height is computed by dividing the NAVD 88
 HZ0288.geopotential number by the normal gravity value computed on the
 HZ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0288.degrees latitude (g = 980.6199 gals.).
 HZ0288
 HZ0288.The modeled gravity was interpolated from observed gravity values.
 HZ0288
 HZ0288;                    North         East    Units  Estimated Accuracy
 HZ0288;SPC KY1Z     - 1,208,680.    1,604,970.      MT  (+/- 180 meters Scaled)
 HZ0288
 HZ0288                          SUPERSEDED SURVEY CONTROL
 HZ0288
 HZ0288  NGVD 29 (??/??/92)  269.310  (m)          883.56   (f) ADJ UNCH    1 2
 HZ0288
 HZ0288.Superseded values are not recommended for survey control.
 HZ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0288.See file dsdata.txt to determine how the superseded data were derived.
 HZ0288
 HZ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH143316(NAD 83)
 HZ0288_MARKER: DR = REFERENCE MARK DISK
 HZ0288_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HZ0288_SP_SET: SIDEWALK
 HZ0288_STAMPING: GEORGETOWN COLLEGE NO 1 1935
 HZ0288_MARK LOGO: CGS   
 HZ0288_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0288
 HZ0288  HISTORY     - Date     Condition        Report By
 HZ0288  HISTORY     - 1935     MONUMENTED       CGS
 HZ0288  HISTORY     - 1949     GOOD             NGS
 HZ0288  HISTORY     - 1960     GOOD             NGS
 HZ0288  HISTORY     - 1982     GOOD             NGS
 HZ0288  HISTORY     - 1986     GOOD             NGS
 HZ0288  HISTORY     - 19950814 GOOD             USGS
 HZ0288
 HZ0288                          STATION DESCRIPTION
 HZ0288
 HZ0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0288'AT GEORGETOWN.
 HZ0288'AT GEORGETOWN, AT THE INTERSECTION OF SOUTH MILITARY STREET AND
 HZ0288'EAST COLLEGE STREET, 15 FEET SOUTH OF THE SOUTH CURB LINE OF
 HZ0288'EAST COLLEGE STREET, 5.7 FEET EAST OF THE EAST CURB LINE OF SOUTH
 HZ0288'MILITARY STREET, SET IN THE TOP OF THE SIDE WALK, 28 FEET NORTH
 HZ0288'OF A FIRE HYDRANT, ABOUT 2 1/2 FEET SOUTHEAST OF THE CENTER OF
 HZ0288'THE JUNCTION OF SIDE WALKS AND SET IN A DRILL HOLE.
 HZ0288
 HZ0288                          STATION RECOVERY (1960)
 HZ0288
 HZ0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HZ0288'RECOVERED IN GOOD CONDITION.
 HZ0288
 HZ0288                          STATION RECOVERY (1982)
 HZ0288
 HZ0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HZ0288'RECOVERED IN GOOD CONDITION.
 HZ0288
 HZ0288                          STATION RECOVERY (1986)
 HZ0288
 HZ0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ0288'RECOVERED IN GOOD CONDITION.
 HZ0288
 HZ0288                          STATION RECOVERY (1995)
 HZ0288
 HZ0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (WE)
 HZ0288'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0289 ***********************************************************************
 HZ0289  DESIGNATION -  GEORGETOWN COLLEGE RM 2
 HZ0289  PID         -  HZ0289
 HZ0289  STATE/COUNTY-  KY/SCOTT
 HZ0289  USGS QUAD   -  GEORGETOWN (1993)
 HZ0289
 HZ0289                         *CURRENT SURVEY CONTROL
 HZ0289  ___________________________________________________________________
 HZ0289* NAD 83(1986)-  38 12 27.     (N)    084 33 05.     (W)     SCALED    
 HZ0289* NAVD 88     -       268.061  (meters)     879.46   (feet)  ADJUSTED  
 HZ0289  ___________________________________________________________________
 HZ0289  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HZ0289  DYNAMIC HT  -         267.866 (meters)     878.82  (feet)  COMP
 HZ0289  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 HZ0289
 HZ0289  VERT ORDER  -  FIRST     CLASS II
 HZ0289
 HZ0289.The horizontal coordinates were scaled from a topographic map and have
 HZ0289.an estimated accuracy of +/- 6 seconds.
 HZ0289
 HZ0289.The orthometric height was determined by differential leveling
 HZ0289.and adjusted by the National Geodetic Survey in June 1991..
 HZ0289
 HZ0289.The geoid height was determined by GEOID03.
 HZ0289
 HZ0289.The dynamic height is computed by dividing the NAVD 88
 HZ0289.geopotential number by the normal gravity value computed on the
 HZ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0289.degrees latitude (g = 980.6199 gals.).
 HZ0289
 HZ0289.The modeled gravity was interpolated from observed gravity values.
 HZ0289
 HZ0289;                    North         East    Units  Estimated Accuracy
 HZ0289;SPC KY1Z     - 1,208,680.    1,604,970.      MT  (+/- 180 meters Scaled)
 HZ0289
 HZ0289                          SUPERSEDED SURVEY CONTROL
 HZ0289
 HZ0289  NGVD 29 (??/??/92)  268.232  (m)          880.02   (f) ADJ UNCH    1 2
 HZ0289
 HZ0289.Superseded values are not recommended for survey control.
 HZ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0289.See file dsdata.txt to determine how the superseded data were derived.
 HZ0289
 HZ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH143316(NAD 83)
 HZ0289_MARKER: DR = REFERENCE MARK DISK
 HZ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0289_STAMPING: GEORGETOWN COLLEGE NO 2 1935
 HZ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0289+STABILITY: SURFACE MOTION
 HZ0289
 HZ0289  HISTORY     - Date     Condition        Report By
 HZ0289  HISTORY     - 1935     MONUMENTED       CGS
 HZ0289  HISTORY     - 1949     GOOD             NGS
 HZ0289  HISTORY     - 1960     GOOD             NGS
 HZ0289
 HZ0289                          STATION DESCRIPTION
 HZ0289
 HZ0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0289'AT GEORGETOWN.
 HZ0289'AT GEORGETOWN, AT THE INTERSECTION OF SOUTH MILITARY STREET AND
 HZ0289'EAST COLLEGE STREET, 4 1/2 FEET SOUTH OF THE NORTH FENCE OF THE
 HZ0289'GEORGETOWN COLLEGE ATHLETIC FIELD, 6 FEET SOUTH OF THE SOUTH
 HZ0289'EDGE OF THE SOUTH SIDE WALK ALONG EAST COLLEGE STREET, 134 FEET
 HZ0289'WEST OF THE WEST CURB OF SOUTH MILITARY STREET, 1 FOOT NORTH OF
 HZ0289'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE EAST COLLEGE
 HZ0289'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HZ0289
 HZ0289                          STATION RECOVERY (1960)
 HZ0289
 HZ0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HZ0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0290 ***********************************************************************
 HZ0290  DESIGNATION -  GEORGETOWN COLLEGE AZ MK
 HZ0290  PID         -  HZ0290
 HZ0290  STATE/COUNTY-  KY/SCOTT
 HZ0290  USGS QUAD   -  GEORGETOWN (1993)
 HZ0290
 HZ0290                         *CURRENT SURVEY CONTROL
 HZ0290  ___________________________________________________________________
 HZ0290* NAD 83(1986)-  38 12 24.     (N)    084 33 07.     (W)     SCALED    
 HZ0290* NAVD 88     -       266.575  (meters)     874.59   (feet)  ADJUSTED  
 HZ0290  ___________________________________________________________________
 HZ0290  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HZ0290  DYNAMIC HT  -         266.382 (meters)     873.95  (feet)  COMP
 HZ0290  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 HZ0290
 HZ0290  VERT ORDER  -  FIRST     CLASS II
 HZ0290
 HZ0290.The horizontal coordinates were scaled from a topographic map and have
 HZ0290.an estimated accuracy of +/- 6 seconds.
 HZ0290
 HZ0290.The orthometric height was determined by differential leveling
 HZ0290.and adjusted by the National Geodetic Survey in June 1991..
 HZ0290.WARNING-Repeat measurements at this control monument indicate possible
 HZ0290.vertical movement.
 HZ0290
 HZ0290.The geoid height was determined by GEOID03.
 HZ0290
 HZ0290.The dynamic height is computed by dividing the NAVD 88
 HZ0290.geopotential number by the normal gravity value computed on the
 HZ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0290.degrees latitude (g = 980.6199 gals.).
 HZ0290
 HZ0290.The modeled gravity was interpolated from observed gravity values.
 HZ0290
 HZ0290;                    North         East    Units  Estimated Accuracy
 HZ0290;SPC KY1Z     - 1,208,580.    1,604,920.      MT  (+/- 180 meters Scaled)
 HZ0290
 HZ0290                          SUPERSEDED SURVEY CONTROL
 HZ0290
 HZ0290  NGVD 29 (??/??/92)  266.753  (m)          875.17   (f) ADJ UNCH    1 2
 HZ0290
 HZ0290.Superseded values are not recommended for survey control.
 HZ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0290.See file dsdata.txt to determine how the superseded data were derived.
 HZ0290
 HZ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH143315(NAD 83)
 HZ0290_MARKER: DZ = AZIMUTH MARK DISK
 HZ0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0290_SP_SET: CONCRETE POST
 HZ0290_STAMPING: GEORGETOWN COLLEGE 1935 875.172
 HZ0290_MARK LOGO: CGS   
 HZ0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0290+STABILITY: SURFACE MOTION
 HZ0290
 HZ0290  HISTORY     - Date     Condition        Report By
 HZ0290  HISTORY     - 1935     MONUMENTED       CGS
 HZ0290  HISTORY     - 1949     GOOD             NGS
 HZ0290  HISTORY     - 1960     GOOD             NGS
 HZ0290  HISTORY     - 1986     GOOD             NGS
 HZ0290  HISTORY     - 19950814 GOOD             USGS
 HZ0290
 HZ0290                          STATION DESCRIPTION
 HZ0290
 HZ0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0290'AT GEORGETOWN.
 HZ0290'AT GEORGETOWN, AT THE GEORGETOWN COLLEGE ATHLETIC FIELD, 1 FOOT
 HZ0290'EAST OF THE WEST FENCE AROUND FIELD, 2.8 FEET SOUTH OF THE SOUTH
 HZ0290'GATE POST TO ENTRANCE, 16 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 HZ0290'GRAND STAND, 178 FEET NORTH OF THE NORTH CURB OF JACKSON STREET,
 HZ0290'1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 HZ0290'WITH THE FIELD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0290'4 INCHES.
 HZ0290
 HZ0290                          STATION RECOVERY (1960)
 HZ0290
 HZ0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HZ0290'RECOVERED IN GOOD CONDITION.
 HZ0290
 HZ0290                          STATION RECOVERY (1986)
 HZ0290
 HZ0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ0290'RECOVERED IN GOOD CONDITION.
 HZ0290
 HZ0290                          STATION RECOVERY (1995)
 HZ0290
 HZ0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (WE)
 HZ0290'STAMPED--GEORGETOWN COLLEGE 1935 875.172, NOT--GEORGETOWN COLLEGE 1935
 HZ0290'875.72--AS PREVIOUSLY REPORTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1867 ***********************************************************************
 HZ1867  DESIGNATION -  GEORGETOWN COLLEGE RM 3
 HZ1867  PID         -  HZ1867
 HZ1867  STATE/COUNTY-  KY/SCOTT
 HZ1867  USGS QUAD   -  GEORGETOWN (1993)
 HZ1867
 HZ1867                         *CURRENT SURVEY CONTROL
 HZ1867  ___________________________________________________________________
 HZ1867* NAD 83(1986)-  38 12 27.     (N)    084 33 05.     (W)     SCALED    
 HZ1867* NAVD 88     -       269.479  (meters)     884.12   (feet)  ADJUSTED  
 HZ1867  ___________________________________________________________________
 HZ1867  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HZ1867  DYNAMIC HT  -         269.284 (meters)     883.48  (feet)  COMP
 HZ1867  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 HZ1867
 HZ1867  VERT ORDER  -  FIRST     CLASS II
 HZ1867
 HZ1867.The horizontal coordinates were scaled from a topographic map and have
 HZ1867.an estimated accuracy of +/- 6 seconds.
 HZ1867
 HZ1867.The orthometric height was determined by differential leveling
 HZ1867.and adjusted by the National Geodetic Survey in June 1991..
 HZ1867
 HZ1867.The geoid height was determined by GEOID03.
 HZ1867
 HZ1867.The dynamic height is computed by dividing the NAVD 88
 HZ1867.geopotential number by the normal gravity value computed on the
 HZ1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1867.degrees latitude (g = 980.6199 gals.).
 HZ1867
 HZ1867.The modeled gravity was interpolated from observed gravity values.
 HZ1867
 HZ1867;                    North         East    Units  Estimated Accuracy
 HZ1867;SPC KY1Z     - 1,208,680.    1,604,970.      MT  (+/- 180 meters Scaled)
 HZ1867
 HZ1867                          SUPERSEDED SURVEY CONTROL
 HZ1867
 HZ1867  NGVD 29 (10/08/05)  269.65   (m)          884.7    (f) RESET       3  
 HZ1867
 HZ1867.Superseded values are not recommended for survey control.
 HZ1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1867.See file dsdata.txt to determine how the superseded data were derived.
 HZ1867
 HZ1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH143316(NAD 83)
 HZ1867_MARKER: DR = REFERENCE MARK DISK
 HZ1867_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HZ1867_SP_SET: CURB
 HZ1867_STAMPING: GEORGETOWN COLLEGE NO 3 1935 1982
 HZ1867_MARK LOGO: NGS   
 HZ1867_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1867
 HZ1867  HISTORY     - Date     Condition        Report By
 HZ1867  HISTORY     - 1982     MONUMENTED       NGS
 HZ1867  HISTORY     - 1986     GOOD             NGS
 HZ1867  HISTORY     - 19950814 GOOD             USGS
 HZ1867
 HZ1867                          STATION DESCRIPTION
 HZ1867
 HZ1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HZ1867'IN GEORGETOWN.
 HZ1867'IN THE NORTHEAST CORNER OF THE GEORGETOWN COLLEGE ATHLETIC FIELD,
 HZ1867'13.1 METERS (43.0 FEET) SOUTHEAST OF THE NORTHEAST FENCE CORNER OF
 HZ1867'THE FIELD, 22.9 METERS (75.0 FEET) SOUTH OF THE CENTERLINE OF COLLEGE
 HZ1867'STREET, 4.9 METERS (16.0 FEET) WEST OF THE CENTERLINE OF AND IN
 HZ1867'THE WEST CURB OF MILITARY STREET.
 HZ1867
 HZ1867                          STATION RECOVERY (1986)
 HZ1867
 HZ1867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ1867'RECOVERED IN GOOD CONDITION.
 HZ1867
 HZ1867                          STATION RECOVERY (1995)
 HZ1867
 HZ1867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (WE)
 HZ1867'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2458 ***********************************************************************
 HZ2458  DESIGNATION -  GEORGETOWN MUNICIPAL TANK
 HZ2458  PID         -  HZ2458
 HZ2458  STATE/COUNTY-  KY/SCOTT
 HZ2458  USGS QUAD   -  GEORGETOWN (1993)
 HZ2458
 HZ2458                         *CURRENT SURVEY CONTROL
 HZ2458  ___________________________________________________________________
 HZ2458* NAD 83(1993)-  38 12 38.01930(N)    084 33 23.55300(W)     ADJUSTED  
 HZ2458* NAVD 88     -                                                        
 HZ2458  ___________________________________________________________________
 HZ2458  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 HZ2458  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HZ2458
 HZ2458  HORZ ORDER  -  THIRD
 HZ2458
 HZ2458.The horizontal coordinates were established by classical geodetic methods
 HZ2458.and adjusted by the National Geodetic Survey in December 1995..
 HZ2458
 HZ2458
 HZ2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2458
 HZ2458.The geoid height was determined by GEOID03.
 HZ2458
 HZ2458;                    North         East     Units Scale Factor Converg.
 HZ2458;SPC KY1Z     - 1,209,009.136 1,604,512.869   MT  0.99992190   +0 43 57.8
 HZ2458;SPC KY1Z     - 3,966,557.47  5,264,139.30   sFT  0.99992190   +0 43 57.8
 HZ2458;SPC KY N     -    78,914.467   473,153.583   MT  0.99997206   -0 11 26.5
 HZ2458;SPC KY N     -   258,905.21  1,552,338.05   sFT  0.99997206   -0 11 26.5
 HZ2458;UTM  16      - 4,232,000.205   713,929.574   MT  1.00016367   +1 30 43.1
 HZ2458
 HZ2458                          SUPERSEDED SURVEY CONTROL
 HZ2458
 HZ2458  NAD 83(1986)-  38 12 38.02571(N)    084 33 23.56196(W) AD(       ) 4
 HZ2458  NAD 27      -  38 12 37.75700(N)    084 33 23.76300(W) AD(       ) 3
 HZ2458
 HZ2458.Superseded values are not recommended for survey control.
 HZ2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2458.See file dsdata.txt to determine how the superseded data were derived.
 HZ2458
 HZ2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1393032000(NAD 83)
 HZ2458_MARKER: 53 = ELEVATED TANK
 HZ2458
 HZ2458  HISTORY     - Date     Condition        Report By
 HZ2458  HISTORY     - 1949     FIRST OBSERVED   CGS
 HZ2458  HISTORY     - 1963     GOOD             CGS
 HZ2458
 HZ2458                          STATION DESCRIPTION
 HZ2458
 HZ2458'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2458'STATION IS LOCATED ABOUT 0.1 MILE EAST OF CENTER OF GEORGETOWN AND
 HZ2458'ABOUT 200 YARDS NORTHEAST OF THE U.S. POST OFFICE.  IT IS ABOUT 120
 HZ2458'FEET HIGH, PAINTED SILVER, HAS SIX LEGS, OF STEEL CONSTRUCTION AND
 HZ2458'HAS A SMALL BALL ON TOP.  POINT OF INTERSECTION WAS THE CNETER OF
 HZ2458'BALL.
 HZ2458
 HZ2458                          STATION RECOVERY (1963)
 HZ2458
 HZ2458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ2458'WATER TANK IN SAME LOCATION AS 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1984 ***********************************************************************
 HZ1984  DESIGNATION -  GEORGETOWN RESET
 HZ1984  PID         -  HZ1984
 HZ1984  STATE/COUNTY-  KY/SCOTT
 HZ1984  USGS QUAD   -  GEORGETOWN (1993)
 HZ1984
 HZ1984                         *CURRENT SURVEY CONTROL
 HZ1984  ___________________________________________________________________
 HZ1984* NAD 83(1993)-  38 11 56.83864(N)    084 32 31.11833(W)     ADJUSTED  
 HZ1984* NAVD 88     -       283.000  (meters)     928.48   (feet)  ADJUSTED  
 HZ1984  ___________________________________________________________________
 HZ1984  X           -     477,388.321 (meters)                     COMP
 HZ1984  Y           -  -4,996,232.280 (meters)                     COMP
 HZ1984  Z           -   3,922,991.286 (meters)                     COMP
 HZ1984  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HZ1984  ELLIP HEIGHT-         249.40  (meters)          (12/20/95) GPS OBS
 HZ1984  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 HZ1984  DYNAMIC HT  -         282.795 (meters)     927.80  (feet)  COMP
 HZ1984  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 HZ1984
 HZ1984  HORZ ORDER  -  FIRST
 HZ1984  VERT ORDER  -  FIRST     CLASS II
 HZ1984  ELLP ORDER  -  FOURTH    CLASS I
 HZ1984
 HZ1984.The horizontal coordinates were established by classical geodetic methods
 HZ1984.and adjusted by the National Geodetic Survey in December 1995..
 HZ1984
 HZ1984.The orthometric height was determined by differential leveling
 HZ1984.and adjusted by the National Geodetic Survey in June 1991..
 HZ1984
 HZ1984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1984
 HZ1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1984
 HZ1984.The ellipsoidal height was determined by GPS observations
 HZ1984.and is referenced to NAD 83.
 HZ1984
 HZ1984.The geoid height was determined by GEOID03.
 HZ1984
 HZ1984.The dynamic height is computed by dividing the NAVD 88
 HZ1984.geopotential number by the normal gravity value computed on the
 HZ1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1984.degrees latitude (g = 980.6199 gals.).
 HZ1984
 HZ1984.The modeled gravity was interpolated from observed gravity values.
 HZ1984
 HZ1984;                    North         East     Units Scale Factor Converg.
 HZ1984;SPC KY1Z     - 1,207,756.013 1,605,804.728   MT  0.99992076   +0 44 30.0
 HZ1984;SPC KY1Z     - 3,962,446.19  5,268,377.68   sFT  0.99992076   +0 44 30.0
 HZ1984;SPC KY N     -    77,640.622   474,425.145   MT  0.99997297   -0 10 53.9
 HZ1984;SPC KY N     -   254,725.94  1,556,509.83   sFT  0.99997297   -0 10 53.9
 HZ1984;UTM  16      - 4,230,764.459   715,238.674   MT  1.00017059   +1 31 14.2
 HZ1984
 HZ1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1984!SPC KY1Z     -   0.99996087  x   0.99992076  =   0.99988163
 HZ1984!SPC KY N     -   0.99996087  x   0.99997297  =   0.99993384
 HZ1984!UTM  16      -   0.99996087  x   1.00017059  =   1.00013145
 HZ1984
 HZ1984|---------------------------------------------------------------------|
 HZ1984| PID    Reference Object                     Distance      Geod. Az  |
 HZ1984|                                                           dddmmss.s |
 HZ1984| HZ0294 GEORGETOWN RM 1                      29.725 METERS 18201     |
 HZ1984| HZ0295 GEORGETOWN AZ MK                                   1822907.1 |
 HZ1984| AI6888 GEORGETOWN RM 2 TILTED               20.916 METERS 25149     |
 HZ1984| HZ0293 GEORGETOWN RM 2                      20.879 METERS 25154     |
 HZ1984| HZ2459 GEORGETOWN ST JOHNS CATH CH         APPROX. 1.4 KM 3250325.8 |
 HZ1984|---------------------------------------------------------------------|
 HZ1984
 HZ1984                          SUPERSEDED SURVEY CONTROL
 HZ1984
 HZ1984  NAD 83(1986)-  38 11 56.84519(N)    084 32 31.12786(W) AD(       ) 1
 HZ1984  NAD 27      -  38 11 56.57705(N)    084 32 31.33498(W) AD(       ) 1
 HZ1984  NGVD 29 (12/27/91)  283.28   (m)          929.4    (f) LEVELING    3  
 HZ1984
 HZ1984.Superseded values are not recommended for survey control.
 HZ1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1984.See file dsdata.txt to determine how the superseded data were derived.
 HZ1984
 HZ1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1523930764(NAD 83)
 HZ1984_MARKER: DS = TRIANGULATION STATION DISK
 HZ1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1984_STAMPING: GEORGETOWN 1935 1982
 HZ1984_MARK LOGO: NGS   
 HZ1984_PROJECTION: PROJECTING 10 CENTIMETERS
 HZ1984_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1984+STABILITY: SURFACE MOTION
 HZ1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1984+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 HZ1984
 HZ1984  HISTORY     - Date     Condition        Report By
 HZ1984  HISTORY     - 1982     MONUMENTED       NGS
 HZ1984  HISTORY     - 19821012 GOOD             NGS
 HZ1984  HISTORY     - 1986     GOOD             NGS
 HZ1984  HISTORY     - 19900622 GOOD             GRWAS
 HZ1984  HISTORY     - 19901010 GOOD             NGS
 HZ1984  HISTORY     - 19910813 GOOD
 HZ1984
 HZ1984                          STATION DESCRIPTION
 HZ1984
 HZ1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HZ1984'THE SURFACE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK
 HZ1984'WERE FOUND DESTROYED.  THE UNDERGROUND STATION MARK WAS FOUND IN GOOD
 HZ1984'CONDITION.  A NEW SURFACE STATION MARK REFERENCE MARKS 3 AND 4 WERE
 HZ1984'SET.  THERE WAS NO SUITABLE PLACE FOR A NEW AZIMUTH MARK.  A NEW
 HZ1984'DESCRIPTION FOLLOWS. STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SE OF
 HZ1984'GEORGETOWN 29.6 M (97.1 FT) S OF THE CENTERLINE OF LEMONS MILL ROAD
 HZ1984'1.5 METERS (4.9 FT) WEST OF A FENCE 0.3 METERS (1.0 FT) N OF A WITNESS
 HZ1984'POST AND 2.7 E OF THE CENTERLINE OF A GRAVELED DRIVE TO AN ABANDONED
 HZ1984'HOUSE AND A BARN.  THE MONUMENT PROJECTS 0.1 METERS (0.3 FT) AND THE
 HZ1984'DISK IS STAMPED--GEORGETOWN 1935 1982--.
 HZ1984'TO REACH THE STATION FROM THE SCOTT COUNTY COURTHOUSE IN GEORGETOWN,
 HZ1984'GO SOUTH ON BROADWAY STREET FOR 0.7 KM (0.45 MI) TO CLAYTON AVE TURN
 HZ1984'LEFT AND GO EAST ON CLAYTON AVE FOR 1.0 KM (0.60 MI) TO A BRIDGE OVER
 HZ1984'RAILROAD.  GO EAST ON LEMONS MILL ROAD FOR 1.0 KM (0.60 MI) TO THE TOP
 HZ1984'OF GRADE AND THE STATION ON THE RIGHT. REFERENCE MARK 3 IS 0.3 METERS
 HZ1984'(1.0 FT) WEST OF THE FENCE, 0.3 METERS (1.0 FT) SOUTH OF A WITNESS
 HZ1984'POST, 0.6 METERS (2.0 FT) SOUTH OF A FENCE CORNER, 2.1 METERS (6.9 FT)
 HZ1984'EAST OF THE CENTER OF THE DRIVE AND 9.1 METERS (29.9 FT) SOUTH OF THE
 HZ1984'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 0.1 METERS (0.3 FT) AND
 HZ1984'THE DISK IS STAMPED---GEORGETOWN 1935 NO 3 1982---.  REFERENCE MARK 4
 HZ1984'IS 3.0 METERS (9.8 FT) EAST OF THE CENTER OF THE DRIVE, 1.5 METERS
 HZ1984'(4.9 FT) WEST OF THE FENCE, 0.3 METERS (1.0 FT) NORTH OF A WITNESS
 HZ1984'POST AND 59.4 METERS (194.9 FT) SOUTH OF THE CENTER OF THE ROAD.  THE
 HZ1984'MONUMENT PROJECTS 0.1 METERS (0.3 FT) AND THE DISK IS
 HZ1984'STAMPED---GEORGETOWN 1935 NO 4 1982---.
 HZ1984
 HZ1984                          STATION RECOVERY (1986)
 HZ1984
 HZ1984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ1984'1.6 KM (1.0 MI) SE FROM GEORGETOWN.
 HZ1984'0.6 KM (0.4 MI) SOUTH ALONG U.S. HIGHWAY 25 FROM THE COURTHOUSE IN
 HZ1984'GEORGETOWN, THENCE 1.0 KM (0.65 MI) EAST ALONG CLAYTON AVENUE TO THE
 HZ1984'BRIDGE OVER THE SOUTHERN RAILROAD, THENCE CONTINUING EAST 1.0 KM
 HZ1984'(0.6 MI) ALONG STATE HIGHWAY 1963 TO THE MARK ON THE RIGHT,
 HZ1984'29.5 METERS (97.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 HZ1984'2.7 METERS (9.0 FT) EAST OF THE CENTER OF A FIELD ROAD.
 HZ1984'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 HZ1984'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 HZ1984
 HZ1984                          STATION RECOVERY (1990)
 HZ1984
 HZ1984'RECOVERY NOTE BY GRW AERIAL SURVEY 1990
 HZ1984'RECOVERED IN GOOD CONDITION.
 HZ1984
 HZ1984                          STATION RECOVERY (1990)
 HZ1984
 HZ1984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HZ1984'RECOVERED IN GOOD CONDITION.
 HZ1984
 HZ1984                          STATION RECOVERY (1991)
 HZ1984
 HZ1984'RECOVERED 1991
 HZ1984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2459 ***********************************************************************
 HZ2459  DESIGNATION -  GEORGETOWN ST JOHNS CATH CH
 HZ2459  PID         -  HZ2459
 HZ2459  STATE/COUNTY-  KY/SCOTT
 HZ2459  USGS QUAD   -  GEORGETOWN (1993)
 HZ2459
 HZ2459                         *CURRENT SURVEY CONTROL
 HZ2459  ___________________________________________________________________
 HZ2459* NAD 83(1993)-  38 12 33.35848(N)    084 33 03.45951(W)     ADJUSTED  
 HZ2459* NAVD 88     -                                                        
 HZ2459  ___________________________________________________________________
 HZ2459  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 HZ2459  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HZ2459
 HZ2459  HORZ ORDER  -  THIRD
 HZ2459
 HZ2459.The horizontal coordinates were established by classical geodetic methods
 HZ2459.and adjusted by the National Geodetic Survey in December 1995..
 HZ2459
 HZ2459
 HZ2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2459
 HZ2459.The geoid height was determined by GEOID03.
 HZ2459
 HZ2459;                    North         East     Units Scale Factor Converg.
 HZ2459;SPC KY1Z     - 1,208,871.715 1,605,003.471   MT  0.99992177   +0 44 10.2
 HZ2459;SPC KY1Z     - 3,966,106.62  5,265,748.89   sFT  0.99992177   +0 44 10.2
 HZ2459;SPC KY N     -    78,769.150   473,641.931   MT  0.99997216   -0 11 14.0
 HZ2459;SPC KY N     -   258,428.45  1,553,940.24   sFT  0.99997216   -0 11 14.0
 HZ2459;UTM  16      - 4,231,869.437   714,422.119   MT  1.00016627   +1 30 55.4
 HZ2459
 HZ2459                          SUPERSEDED SURVEY CONTROL
 HZ2459
 HZ2459  NAD 83(1986)-  38 12 33.36513(N)    084 33 03.46893(W) AD(       ) 4
 HZ2459  NAD 27      -  38 12 33.09700(N)    084 33 03.67500(W) AD(       ) 3
 HZ2459
 HZ2459.Superseded values are not recommended for survey control.
 HZ2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2459.See file dsdata.txt to determine how the superseded data were derived.
 HZ2459
 HZ2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1442231869(NAD 83)
 HZ2459_MARKER: 91 = CHURCH CROSS
 HZ2459
 HZ2459  HISTORY     - Date     Condition        Report By
 HZ2459  HISTORY     - 1949     FIRST OBSERVED   CGS
 HZ2459
 HZ2459                          STATION DESCRIPTION
 HZ2459
 HZ2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2459'STATION IS LOCATED ABOUT 0.4 MILE EAST OF THE CENTER OF GEORGETOWN
 HZ2459'AND JUST SOUTH OF U.S. HIGHWAY 62.  IT IS ABOUT 60 FEET HIGH, PAINTED
 HZ2459'BLACK AND WHITE WITH A CROSS ON TOP PAINTED GOLD.  POINT OF
 HZ2459'INTERSECTION WAS THE CENTER OF CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2363 ***********************************************************************
 HY2363  DESIGNATION -  GESLING
 HY2363  PID         -  HY2363
 HY2363  STATE/COUNTY-  KY/CARTER
 HY2363  USGS QUAD   -  TYGARTS VALLEY (1978)
 HY2363
 HY2363                         *CURRENT SURVEY CONTROL
 HY2363  ___________________________________________________________________
 HY2363* NAD 83(1993)-  38 25 01.60648(N)    083 04 56.81723(W)     ADJUSTED  
 HY2363* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 HY2363  ___________________________________________________________________
 HY2363  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 HY2363  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY2363
 HY2363  HORZ ORDER  -  THIRD
 HY2363
 HY2363.The horizontal coordinates were established by classical geodetic methods
 HY2363.and adjusted by the National Geodetic Survey in December 1995..
 HY2363
 HY2363.The orthometric height was scaled from a topographic map.
 HY2363
 HY2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2363
 HY2363.The geoid height was determined by GEOID03.
 HY2363
 HY2363;                    North         East     Units Scale Factor Converg.
 HY2363;SPC KY1Z     - 1,234,596.297 1,732,920.745   MT  0.99994939   +1 38 16.0
 HY2363;SPC KY1Z     - 4,050,504.68  5,685,424.14   sFT  0.99994939   +1 38 16.0
 HY2363;SPC KY N     -   102,443.024   601,958.735   MT  0.99996246   +0 43 34.7
 HY2363;SPC KY N     -   336,098.49  1,974,926.28   sFT  0.99996246   +0 43 34.7
 HY2363;UTM  17      - 4,254,149.675   318,197.740   MT  1.00000705   -1 17 39.7
 HY2363
 HY2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2363!SPC KY1Z     -   0.99995367  x   0.99994939  =   0.99990306
 HY2363!SPC KY N     -   0.99995367  x   0.99996246  =   0.99991613
 HY2363!UTM  17      -   0.99995367  x   1.00000705  =   0.99996071
 HY2363
 HY2363|---------------------------------------------------------------------|
 HY2363| PID    Reference Object                     Distance      Geod. Az  |
 HY2363|                                                           dddmmss.s |
 HY2363| DB9436 GESLING RM 1                         22.982 METERS 16024     |
 HY2363| DB9819 GESLING RM 2                         26.309 METERS 25515     |
 HY2363| DB9435 GESLING AZ MK                                      3303552.6 |
 HY2363| HY2343 GARRISON TX EASTERN RELAY MAST      APPROX.14.9 KM 3513518.2 |
 HY2363|---------------------------------------------------------------------|
 HY2363
 HY2363                          SUPERSEDED SURVEY CONTROL
 HY2363
 HY2363  NAD 83(1986)-  38 25 01.61300(N)    083 04 56.82110(W) AD(       ) 3
 HY2363  NAD 27      -  38 25 01.32500(N)    083 04 57.19300(W) AD(       ) 3
 HY2363
 HY2363.Superseded values are not recommended for survey control.
 HY2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2363.See file dsdata.txt to determine how the superseded data were derived.
 HY2363
 HY2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC1819854150(NAD 83)
 HY2363_MARKER: DS = TRIANGULATION STATION DISK
 HY2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2363
 HY2363  HISTORY     - Date     Condition        Report By
 HY2363  HISTORY     - 1953     MONUMENTED       USGS
 HY2363
 HY2363                          STATION DESCRIPTION
 HY2363
 HY2363'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ELJ)
 HY2363'STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF OLIVE HILL AND ABOUT 2
 HY2363'1/2 MILES EAST OF CARTER CITY ON THE PROPERTY OF MR B.L. RAMIE.  IT
 HY2363'IS NEAR THE TOP OF A HILL IN THE CENTER OF A GROUP OF ABOUT 80 TREES,
 HY2363'24 FEET SOUTHWEST OF A 14 INCH OAK TREE AT THE HIGHEST POINT OF THE
 HY2363'HILL, 13 FEET NORTHWEST OF A 12 INCH PINE TREE WITH A TRIANGULAR
 HY2363'BLAZE ON THE SOUTH SIDE, AND 6 FEET SOUTHEAST OF A WHITE WITNESS
 HY2363'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED GESLING 1953.
 HY2363'
 HY2363'REFERENCE MARK NO.1 IS 19 FEET NORTHWEST OF A 14 INCH OAK TREE, 12
 HY2363'FEET SOUTHEAST OF A 12 INCH OAK TREE, AND 7 FEET SOUTH OF A 12 INCH
 HY2363'OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE.  THE MARK IS
 HY2363'FLUSH AND THE DISK IS STAMPED GESLING NO 1 1953.
 HY2363'
 HY2363'REFERENCE MARK NO.2 IS 44 FEET NORTH OF A 10 INCH PINE TREE, 34 FEET
 HY2363'EAST OF A 12 INCH OAK TREE, AND 21 FEET WEST OF A 10 INCH LOCUST
 HY2363'TREE. THE MARK IS FLUSH AND THE DISK IS STAMPED GESLING NO 2 1953.
 HY2363'
 HY2363'AZIMUTH MARK IS 29 FEET EAST OF THE SOUTHEAST CORNER OF A CORN CRIB
 HY2363'MOUNTED ON STONES, 25 FEET EAST OF THE NORTHWEST CORNER OF A CORN
 HY2363'CRIB MOUNTED ON TILES, 7 FEET NORTH OF THE CENTER OF A GATEWAY, 1
 HY2363'FOOT EAST OF A FENCE LINE , AND 1 FOOT SOUTH OF A WHITE WITNESS POST.
 HY2363'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED GESLING
 HY2363'1953.
 HY2363'
 HY2363'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 2 AND 7,
 HY2363'ABOUT 1-3/4 MILES EAST OF CARTER CITY, GO EAST ON HIGHWAY 7 FOR 1.25
 HY2363'MILE UP A GRADE TO A GRAVEL ROAD AND GATE ON THE LEFT, ABOUT 0.05
 HY2363'MILE BEFORE REACHING THE TOP OF THE HILL.  TURN LEFT THROUGH THE GATE
 HY2363'AND GO 0.35 MILE NORTH ON A GRAVEL AND DIRT ROAD TO A GATEWAY.
 HY2363'TURN LEFT AND GO WEST ALONG THE SOUTH SIDE OF A HILL FOR ABOUT 0.1
 HY2363'MILE, AND THEN TURN RIGHT AND GO UP THE HILL FOR ABOUT 0.05 MILE TO
 HY2363'THE STATION NEAR THE TOP AS DESCRIBED.
 HY2363'
 HY2363'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD NORTH FOR
 HY2363'0.15 MILE TO A ROAD JUNCTION AND GATEWAY.  TURN LEFT THROUGH THE
 HY2363'GATEWAY AND GO WEST FOR 0.2 MILE TO A GREYISH WHITE WOODEN HOUSE ON
 HY2363'THE LEFT, TOBACCO SHED AND CORN CRIBS AHEAD, AND AZIMUTH MARK ON THE
 HY2363'RIGHT AS DESCRIBED.
 HY2363'
 HY2363'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2788 ***********************************************************************
 GZ2788  DESIGNATION -  GETHSEMANE TRAPPIST MONAST SP
 GZ2788  PID         -  GZ2788
 GZ2788  STATE/COUNTY-  KY/NELSON
 GZ2788  USGS QUAD   -  NEW HAVEN (1987)
 GZ2788
 GZ2788                         *CURRENT SURVEY CONTROL
 GZ2788  ___________________________________________________________________
 GZ2788* NAD 83(1993)-  37 39 53.66166(N)    085 31 44.42412(W)     ADJUSTED  
 GZ2788* NAVD 88     -                                                        
 GZ2788  ___________________________________________________________________
 GZ2788  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 GZ2788  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 GZ2788
 GZ2788  HORZ ORDER  -  THIRD
 GZ2788
 GZ2788.The horizontal coordinates were established by classical geodetic methods
 GZ2788.and adjusted by the National Geodetic Survey in December 1995..
 GZ2788
 GZ2788
 GZ2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2788
 GZ2788.The geoid height was determined by GEOID03.
 GZ2788
 GZ2788;                    North         East     Units Scale Factor Converg.
 GZ2788;SPC KY1Z     - 1,147,804.287 1,519,496.635   MT  0.99991172   +0 08 08.5
 GZ2788;SPC KY1Z     - 3,765,754.56  4,985,215.21   sFT  0.99991172   +0 08 08.5
 GZ2788;SPC KY S     -   647,795.338   519,497.617   MT  0.99996202   +0 08 02.5
 GZ2788;SPC KY S     - 2,125,308.54  1,704,385.10   sFT  0.99996202   +0 08 02.5
 GZ2788;UTM  16      - 4,169,654.483   629,738.376   MT  0.99980732   +0 53 56.3
 GZ2788
 GZ2788                          SUPERSEDED SURVEY CONTROL
 GZ2788
 GZ2788  NAD 83(1986)-  37 39 53.66979(N)    085 31 44.43252(W) AD(       ) 4
 GZ2788  NAD 27      -  37 39 53.44800(N)    085 31 44.57800(W) AD(       ) 3
 GZ2788
 GZ2788.Superseded values are not recommended for survey control.
 GZ2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2788.See file dsdata.txt to determine how the superseded data were derived.
 GZ2788
 GZ2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG2973869654(NAD 83)
 GZ2788_MARKER: 89 = SPIRE
 GZ2788
 GZ2788  HISTORY     - Date     Condition        Report By
 GZ2788  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2788
 GZ2788                          STATION DESCRIPTION
 GZ2788
 GZ2788'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2788'STATION IS LOCATED ABOUT 5 MILES EAST OF NEW HAVEN AT THE GETHSEMANE
 GZ2788'TRAPPIST MONASTERY. IT IS LOCATED ON THE NORTHWEST CORNER OF THE
 GZ2788'MONASTERY BUILDING, ABOUT 160 FEET HIGH, PAINTED SILVER AND HAS A
 GZ2788'CROSS ON TOP ABOUT 16 FEET HIGH. POINT OF INTERSECTION WAS THE
 GZ2788'CENTER OF CROSS ON TOP OF BUILDING.
 GZ2788'
 GZ2788'PROBABLY THE SAME STATION AS LOCATED IN 1883.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2789 ***********************************************************************
 GZ2789  DESIGNATION -  GETHSEMANE TRAPPIST MONAST TK
 GZ2789  PID         -  GZ2789
 GZ2789  STATE/COUNTY-  KY/NELSON
 GZ2789  USGS QUAD   -  NEW HAVEN (1987)
 GZ2789
 GZ2789                         *CURRENT SURVEY CONTROL
 GZ2789  ___________________________________________________________________
 GZ2789* NAD 83(1993)-  37 39 50.76551(N)    085 31 38.48403(W)     ADJUSTED  
 GZ2789* NAVD 88     -                                                        
 GZ2789  ___________________________________________________________________
 GZ2789  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 GZ2789  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 GZ2789
 GZ2789  HORZ ORDER  -  THIRD
 GZ2789
 GZ2789.The horizontal coordinates were established by classical geodetic methods
 GZ2789.and adjusted by the National Geodetic Survey in December 1995..
 GZ2789
 GZ2789
 GZ2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2789
 GZ2789.The geoid height was determined by GEOID03.
 GZ2789
 GZ2789;                    North         East     Units Scale Factor Converg.
 GZ2789;SPC KY1Z     - 1,147,715.351 1,519,642.418   MT  0.99991177   +0 08 12.1
 GZ2789;SPC KY1Z     - 3,765,462.78  4,985,693.50   sFT  0.99991177   +0 08 12.1
 GZ2789;SPC KY S     -   647,706.393   519,643.404   MT  0.99996194   +0 08 06.1
 GZ2789;SPC KY S     - 2,125,016.72  1,704,863.40   sFT  0.99996194   +0 08 06.1
 GZ2789;UTM  16      - 4,169,567.506   629,885.315   MT  0.99980779   +0 53 59.8
 GZ2789
 GZ2789                          SUPERSEDED SURVEY CONTROL
 GZ2789
 GZ2789  NAD 83(1986)-  37 39 50.77362(N)    085 31 38.49242(W) AD(       ) 4
 GZ2789  NAD 27      -  37 39 50.55000(N)    085 31 38.63600(W) AD(       ) 3
 GZ2789
 GZ2789.Superseded values are not recommended for survey control.
 GZ2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2789.See file dsdata.txt to determine how the superseded data were derived.
 GZ2789
 GZ2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG2988569568(NAD 83)
 GZ2789_MARKER: 53 = ELEVATED TANK
 GZ2789
 GZ2789  HISTORY     - Date     Condition        Report By
 GZ2789  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2789
 GZ2789                          STATION DESCRIPTION
 GZ2789
 GZ2789'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2789'STATION IS LOCATED ABOUT 5 MILES EAST OF NEW HAVEN AT THE GETHSEMANE
 GZ2789'TRAPPIST MONASTERY. IT IS ABOUT 50 YARDS NORTHEAST OF THE MONASTERY
 GZ2789'CHURCH BUILDING. THE STATION IS A 4-LEGGED STEEL STRUCTURE 150 FEET
 GZ2789'HIGH WITH A WATER TANK ATOP PAINTED SILVER. THE POINT OF
 GZ2789'INTERSECTION WAS THE CROSS AT THE APEX OF THE ROOF OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3255 ***********************************************************************
 GY3255  DESIGNATION -  GEVEDON
 GY3255  PID         -  GY3255
 GY3255  STATE/COUNTY-  KY/MORGAN
 GY3255  USGS QUAD   -  CANNEL CITY (1993)
 GY3255
 GY3255                         *CURRENT SURVEY CONTROL
 GY3255  ___________________________________________________________________
 GY3255* NAD 83(1993)-  37 48 30.74745(N)    083 19 01.17298(W)     ADJUSTED  
 GY3255* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 GY3255  ___________________________________________________________________
 GY3255  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GY3255  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GY3255
 GY3255  HORZ ORDER  -  SECOND
 GY3255
 GY3255.The horizontal coordinates were established by classical geodetic methods
 GY3255.and adjusted by the National Geodetic Survey in December 1995..
 GY3255
 GY3255.The orthometric height was scaled from a topographic map.
 GY3255
 GY3255.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3255
 GY3255.The geoid height was determined by GEOID03.
 GY3255
 GY3255;                    North         East     Units Scale Factor Converg.
 GY3255;SPC KY1Z     - 1,166,514.472 1,714,206.936   MT  0.99990564   +1 29 37.6
 GY3255;SPC KY1Z     - 3,827,139.56  5,624,027.26   sFT  0.99990564   +1 29 37.6
 GY3255;SPC KY N     -    34,663.251   582,161.810   MT  1.00002769   +0 34 49.4
 GY3255;SPC KY N     -   113,724.35  1,909,975.87   sFT  1.00002769   +0 34 49.4
 GY3255;SPC KY S     -   666,472.897   714,223.370   MT  0.99997961   +1 28 31.9
 GY3255;SPC KY S     - 2,186,586.50  2,343,247.84   sFT  0.99997961   +1 28 31.9
 GY3255;UTM  17      - 4,187,101.566   296,032.568   MT  1.00011244   -1 25 15.1
 GY3255
 GY3255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3255!SPC KY1Z     -   0.99994200  x   0.99990564  =   0.99984765
 GY3255!SPC KY N     -   0.99994200  x   1.00002769  =   0.99996969
 GY3255!SPC KY S     -   0.99994200  x   0.99997961  =   0.99992162
 GY3255!UTM  17      -   0.99994200  x   1.00011244  =   1.00005444
 GY3255
 GY3255|---------------------------------------------------------------------|
 GY3255| PID    Reference Object                     Distance      Geod. Az  |
 GY3255|                                                           dddmmss.s |
 GY3255| DB9821 GEVEDON RM 1                         17.693 METERS 06004     |
 GY3255| DB9822 GEVEDON RM 2                         20.869 METERS 21840     |
 GY3255| DB9820 GEVEDON AZ MK                                      2970941.9 |
 GY3255|---------------------------------------------------------------------|
 GY3255
 GY3255                          SUPERSEDED SURVEY CONTROL
 GY3255
 GY3255  NAD 83(1986)-  37 48 30.75388(N)    083 19 01.17883(W) AD(       ) 2
 GY3255  NAD 27      -  37 48 30.43200(N)    083 19 01.53100(W) AD(       ) 2
 GY3255
 GY3255.Superseded values are not recommended for survey control.
 GY3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3255.See file dsdata.txt to determine how the superseded data were derived.
 GY3255
 GY3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB9603387102(NAD 83)
 GY3255_MARKER: DS = TRIANGULATION STATION DISK
 GY3255_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GY3255_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 GY3255
 GY3255  HISTORY     - Date     Condition        Report By
 GY3255  HISTORY     - 1949     MONUMENTED       CGS
 GY3255
 GY3255                          STATION DESCRIPTION
 GY3255
 GY3255'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3255'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF WEST LIBERTY AND 5
 GY3255'MILES SOUTHEAST OF GRASSY CREEK ON THE HIGHEST KNOLL IN THE
 GY3255'VICINITY.  IT IS 14 FEET SOUTHWEST OF A 14-INCH OAK TREE WITH A
 GY3255'TRIANGLE BLAZE ON THE SOUTHWEST SIDE AND 5 FEET SOUTHEAST OF A
 GY3255'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GY3255'STAMPED GEVEDON 1949.
 GY3255'
 GY3255'REFERENCE MARK NO. 1 IS 4 FEET NORTH OF A FENCE LINE.  THE MARK
 GY3255'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GEVEDON NO. 1 1949.
 GY3255'
 GY3255'REFERENCE MARK NO. 2 IS 2 FEET NORTHWEST OF FENCE LINE.  THE MARK IS
 GY3255'FLUSH WITH THE GROUND AND THE DISK IS STAMPED GEVEDON NO. 2
 GY3255'1949.
 GY3255'
 GY3255'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE WEST OF THE STATION, 11 FEET
 GY3255'WEST OF CENTER OF A CIRCULAR DRIVEWAY AROUND A FRAME HOUSE AND 5 FEET
 GY3255'SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 GY3255'THE DISK IS STAMPED GEVEDON 1949.
 GY3255'
 GY3255'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND STATE
 GY3255'HIGHWAY 205 IN GRASSY CREEK, GO SOUTH ON A GRAVEL ROAD FOR 1.3 MILES
 GY3255'TO A CHURCH ON RIGHT, CONTINUE AHEAD ON MAIN GRAVEL ROAD FOR 3.1
 GY3255'MILES TO THE TOP OF HILL AND A FRAME HOUSE ON LEFT, TURN LEFT
 GY3255'AND GO ABOUT 0.05 MILE TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED AND
 GY3255'THE END OF TRUCK TRAVEL.  FROM HERE PACK UP TO TOP OF RIDGE WHICH IS
 GY3255'TO THE SOUTH OF HOUSE, TURN LEFT FOLLOWING TOP OF RIDGE AND TRAIL TO
 GY3255'STATION ON THE HIGHEST POINT AS DESCRIBED.  THIS IS APPROXIMATELY
 GY3255'0.4 MILE - 1/2 HOUR PACK.
 GY3255'
 GY3255'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0941 ***********************************************************************
 HZ0941  DESIGNATION -  GHENT AZ MK
 HZ0941  PID         -  HZ0941
 HZ0941  STATE/COUNTY-  KY/CARROLL
 HZ0941  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ0941
 HZ0941                         *CURRENT SURVEY CONTROL
 HZ0941  ___________________________________________________________________
 HZ0941* NAD 83(1986)-  38 43 39.     (N)    085 04 41.     (W)     SCALED    
 HZ0941* NAVD 88     -       145.177  (meters)     476.30   (feet)  ADJUSTED  
 HZ0941  ___________________________________________________________________
 HZ0941  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ0941  DYNAMIC HT  -         145.084 (meters)     476.00  (feet)  COMP
 HZ0941  MODELED GRAV-     979,986.1   (mgal)                       NAVD 88
 HZ0941
 HZ0941  VERT ORDER  -  FIRST     CLASS II
 HZ0941
 HZ0941.The horizontal coordinates were scaled from a topographic map and have
 HZ0941.an estimated accuracy of +/- 6 seconds.
 HZ0941
 HZ0941.The orthometric height was determined by differential leveling
 HZ0941.and adjusted by the National Geodetic Survey in June 1991..
 HZ0941
 HZ0941.The geoid height was determined by GEOID03.
 HZ0941
 HZ0941.The dynamic height is computed by dividing the NAVD 88
 HZ0941.geopotential number by the normal gravity value computed on the
 HZ0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0941.degrees latitude (g = 980.6199 gals.).
 HZ0941
 HZ0941.The modeled gravity was interpolated from observed gravity values.
 HZ0941
 HZ0941;                    North         East    Units  Estimated Accuracy
 HZ0941;SPC KY1Z     - 1,265,930.    1,558,430.      MT  (+/- 180 meters Scaled)
 HZ0941
 HZ0941                          SUPERSEDED SURVEY CONTROL
 HZ0941
 HZ0941  NGVD 29 (??/??/92)  145.361  (m)          476.91   (f) ADJ UNCH    1 2
 HZ0941
 HZ0941.Superseded values are not recommended for survey control.
 HZ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0941.See file dsdata.txt to determine how the superseded data were derived.
 HZ0941
 HZ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH670882(NAD 83)
 HZ0941_MARKER: DZ = AZIMUTH MARK DISK
 HZ0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0941_STAMPING: GHENT 1947
 HZ0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0941+STABILITY: SURFACE MOTION
 HZ0941
 HZ0941  HISTORY     - Date     Condition        Report By
 HZ0941  HISTORY     - 1947     MONUMENTED       CGS
 HZ0941  HISTORY     - 1954     GOOD             NGS
 HZ0941  HISTORY     - 1964     GOOD             NGS
 HZ0941  HISTORY     - 19910727 POOR             USPSQD
 HZ0941  HISTORY     - 20030513 POOR             KYDT
 HZ0941
 HZ0941                          STATION DESCRIPTION
 HZ0941
 HZ0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ0941'1 MI SW FROM GHENT.
 HZ0941'1.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 42 FROM THE SCHOOL AT
 HZ0941'GHENT, ABOUT 320 FEET NORTH AND ACROSS HIGHWAY FROM THE NORTH
 HZ0941'CORNER OF A TWO-STORY WHITE FRAME HOUSE, 33 FEET NORTHWEST OF
 HZ0941'CENTER LINE OF HIGHWAY, 35 FEET NORTHWEST OF CENTER OF
 HZ0941'JUNCTION OF HIGHWAY AND A PRIVATE DRIVE SOUTHEAST, 12 FEET
 HZ0941'SOUTHWEST OF CENTER OF A GATE TO A BARN YARD OWNED BY JOE SMITH,
 HZ0941'3 FEET SOUTHEAST OF A FENCE CORNER, 2 1/2 FEET SOUTH OF TELEPHONE
 HZ0941'POLE NO. 200, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 HZ0941'ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 HZ0941'CONCRETE POST PROJECTING 4 INCHES.
 HZ0941
 HZ0941                          STATION RECOVERY (1964)
 HZ0941
 HZ0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0941'RECOVERED IN GOOD CONDITION.
 HZ0941
 HZ0941                          STATION RECOVERY (1991)
 HZ0941
 HZ0941'RECOVERY NOTE BY US POWER SQUADRON 1991 (TC)
 HZ0941'MARK RECOVERED IN POOR CONDITION.
 HZ0941
 HZ0941                          STATION RECOVERY (2003)
 HZ0941
 HZ0941'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0941'THE NORTHEAST SIDE OF MARK/POST HAS BEEN HIT, MARK SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0940 ***********************************************************************
 HZ0940  DESIGNATION -  GHENT RM 1
 HZ0940  PID         -  HZ0940
 HZ0940  STATE/COUNTY-  KY/CARROLL
 HZ0940  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ0940
 HZ0940                         *CURRENT SURVEY CONTROL
 HZ0940  ___________________________________________________________________
 HZ0940* NAD 83(1986)-  38 43 25.     (N)    085 04 59.     (W)     SCALED    
 HZ0940* NAVD 88     -       146.482  (meters)     480.58   (feet)  ADJUSTED  
 HZ0940  ___________________________________________________________________
 HZ0940  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ0940  DYNAMIC HT  -         146.388 (meters)     480.27  (feet)  COMP
 HZ0940  MODELED GRAV-     979,986.1   (mgal)                       NAVD 88
 HZ0940
 HZ0940  VERT ORDER  -  FIRST     CLASS II
 HZ0940
 HZ0940.The horizontal coordinates were scaled from a topographic map and have
 HZ0940.an estimated accuracy of +/- 6 seconds.
 HZ0940
 HZ0940.The orthometric height was determined by differential leveling
 HZ0940.and adjusted by the National Geodetic Survey in June 1991..
 HZ0940
 HZ0940.The geoid height was determined by GEOID03.
 HZ0940
 HZ0940.The dynamic height is computed by dividing the NAVD 88
 HZ0940.geopotential number by the normal gravity value computed on the
 HZ0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0940.degrees latitude (g = 980.6199 gals.).
 HZ0940
 HZ0940.The modeled gravity was interpolated from observed gravity values.
 HZ0940
 HZ0940;                    North         East    Units  Estimated Accuracy
 HZ0940;SPC KY1Z     - 1,265,500.    1,558,000.      MT  (+/- 180 meters Scaled)
 HZ0940
 HZ0940                          SUPERSEDED SURVEY CONTROL
 HZ0940
 HZ0940  NGVD 29 (??/??/92)  146.665  (m)          481.18   (f) ADJ UNCH    1 2
 HZ0940
 HZ0940.Superseded values are not recommended for survey control.
 HZ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0940.See file dsdata.txt to determine how the superseded data were derived.
 HZ0940
 HZ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH666878(NAD 83)
 HZ0940_MARKER: DR = REFERENCE MARK DISK
 HZ0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0940_STAMPING: GHENT NO 1 1947
 HZ0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0940+STABILITY: SURFACE MOTION
 HZ0940
 HZ0940  HISTORY     - Date     Condition        Report By
 HZ0940  HISTORY     - 1947     MONUMENTED       CGS
 HZ0940  HISTORY     - 1954     GOOD             NGS
 HZ0940  HISTORY     - 1964     GOOD             NGS
 HZ0940  HISTORY     - 19910727 MARK NOT FOUND   USPSQD
 HZ0940
 HZ0940                          STATION DESCRIPTION
 HZ0940
 HZ0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ0940'1.4 MI SW FROM GHENT.
 HZ0940'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 42 FROM THE SCHOOL AT
 HZ0940'GHENT, ABOUT 0.15 MILE NORTHEAST OF JUNCTION OF STATE HIGHWAY
 HZ0940'550 LEADING SOUTHEAST, 47 FEET SOUTHEAST OF CENTER LINE OF
 HZ0940'HIGHWAY, 99.8 FEET EAST-NORTHEAST OF STATION MARK, 30 FEET NORTH
 HZ0940'OF CENTER LINE OF A DRIVE EAST TO A FARM, 7 FEET SOUTHEAST OF
 HZ0940'CENTER LINE OF BLACK TOP OF OLD ABANDONED ROAD BED, 2 FEET
 HZ0940'SOUTHEAST OF SOUTHEAST EDGE OF BLACK TOP, ABOUT 4 FEET ABOVE
 HZ0940'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HZ0940'PROJECTING 1 INCH.
 HZ0940
 HZ0940                          STATION RECOVERY (1964)
 HZ0940
 HZ0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0940'RECOVERED IN GOOD CONDITION.
 HZ0940
 HZ0940                          STATION RECOVERY (1991)
 HZ0940
 HZ0940'RECOVERY NOTE BY US POWER SQUADRON 1991 (TC)
 HZ0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0938 ***********************************************************************
 HZ0938  DESIGNATION -  GHENT RM 2
 HZ0938  PID         -  HZ0938
 HZ0938  STATE/COUNTY-  KY/CARROLL
 HZ0938  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ0938
 HZ0938                         *CURRENT SURVEY CONTROL
 HZ0938  ___________________________________________________________________
 HZ0938* NAD 83(1986)-  38 43 25.     (N)    085 04 59.     (W)     SCALED    
 HZ0938* NAVD 88     -       146.590  (meters)     480.94   (feet)  ADJUSTED  
 HZ0938  ___________________________________________________________________
 HZ0938  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ0938  DYNAMIC HT  -         146.496 (meters)     480.63  (feet)  COMP
 HZ0938  MODELED GRAV-     979,986.1   (mgal)                       NAVD 88
 HZ0938
 HZ0938  VERT ORDER  -  FIRST     CLASS II
 HZ0938
 HZ0938.The horizontal coordinates were scaled from a topographic map and have
 HZ0938.an estimated accuracy of +/- 6 seconds.
 HZ0938
 HZ0938.The orthometric height was determined by differential leveling
 HZ0938.and adjusted by the National Geodetic Survey in June 1991..
 HZ0938
 HZ0938.The geoid height was determined by GEOID03.
 HZ0938
 HZ0938.The dynamic height is computed by dividing the NAVD 88
 HZ0938.geopotential number by the normal gravity value computed on the
 HZ0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0938.degrees latitude (g = 980.6199 gals.).
 HZ0938
 HZ0938.The modeled gravity was interpolated from observed gravity values.
 HZ0938
 HZ0938;                    North         East    Units  Estimated Accuracy
 HZ0938;SPC KY1Z     - 1,265,500.    1,558,000.      MT  (+/- 180 meters Scaled)
 HZ0938
 HZ0938                          SUPERSEDED SURVEY CONTROL
 HZ0938
 HZ0938  NGVD 29 (??/??/92)  146.773  (m)          481.54   (f) ADJ UNCH    1 2
 HZ0938
 HZ0938.Superseded values are not recommended for survey control.
 HZ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0938.See file dsdata.txt to determine how the superseded data were derived.
 HZ0938
 HZ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH666878(NAD 83)
 HZ0938_MARKER: DR = REFERENCE MARK DISK
 HZ0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0938_STAMPING: GHENT NO 2 1947
 HZ0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0938+STABILITY: SURFACE MOTION
 HZ0938
 HZ0938  HISTORY     - Date     Condition        Report By
 HZ0938  HISTORY     - 1947     MONUMENTED       CGS
 HZ0938  HISTORY     - 1954     GOOD             NGS
 HZ0938  HISTORY     - 1964     GOOD             NGS
 HZ0938  HISTORY     - 19910727 MARK NOT FOUND   USPSQD
 HZ0938
 HZ0938                          STATION DESCRIPTION
 HZ0938
 HZ0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ0938'1.4 MI SW FROM GHENT.
 HZ0938'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 42 FROM THE SCHOOL AT
 HZ0938'GHENT, ABOUT 0.15 MILE NORTHEAST OF JUNCTION OF STATE HIGHWAY
 HZ0938'350 LEADING SOUTHEAST, 32 FEET SOUTHEAST OF CENTER LINE OF
 HZ0938'HIGHWAY, 50.95 FEET SOUTHWEST OF STATION MARK, 48 FEET
 HZ0938'NORTHEAST OF A POWER POLE, 16 FEET EAST OF NORTHEAST END OF
 HZ0938'SOUTHEAST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER
 HZ0938'HIGHWAY, 4 FEET NORTHWEST OF A FENCE LINE, IN NORTHWEST EDGE OF
 HZ0938'ABANDONED BLACK TOP OF OLD ROAD BED, ABOUT 3 1/2 FEET ABOVE
 HZ0938'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0938'6 INCHES.
 HZ0938
 HZ0938                          STATION RECOVERY (1964)
 HZ0938
 HZ0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0938'RECOVERED IN GOOD CONDITION.
 HZ0938
 HZ0938                          STATION RECOVERY (1991)
 HZ0938
 HZ0938'RECOVERY NOTE BY US POWER SQUADRON 1991 (TC)
 HZ0938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1486 ***********************************************************************
 HA1486  DESIGNATION -  GIBBENS
 HA1486  PID         -  HA1486
 HA1486  STATE/COUNTY-  KY/OHIO
 HA1486  USGS QUAD   -  DUNDEE (1953)
 HA1486
 HA1486                         *CURRENT SURVEY CONTROL
 HA1486  ___________________________________________________________________
 HA1486* NAD 83(1993)-  37 35 38.97867(N)    086 48 10.66921(W)     ADJUSTED  
 HA1486* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 HA1486  ___________________________________________________________________
 HA1486  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 HA1486  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HA1486
 HA1486  HORZ ORDER  -  FIRST
 HA1486
 HA1486.The horizontal coordinates were established by classical geodetic methods
 HA1486.and adjusted by the National Geodetic Survey in December 1995..
 HA1486
 HA1486.The orthometric height was scaled from a topographic map.
 HA1486
 HA1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1486
 HA1486.The geoid height was determined by GEOID03.
 HA1486
 HA1486;                    North         East     Units Scale Factor Converg.
 HA1486;SPC KY1Z     - 1,140,454.466 1,407,017.954   MT  0.99991701   -0 38 47.3
 HA1486;SPC KY1Z     - 3,741,641.03  4,616,191.40   sFT  0.99991701   -0 38 47.3
 HA1486;SPC KY S     -   640,439.062   407,014.311   MT  0.99995567   -0 38 18.9
 HA1486;SPC KY S     - 2,101,173.82  1,335,346.12   sFT  0.99995567   -0 38 18.9
 HA1486;UTM  16      - 4,160,806.113   517,394.172   MT  0.99960373   +0 07 12.7
 HA1486
 HA1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1486!SPC KY1Z     -   0.99997301  x   0.99991701  =   0.99989002
 HA1486!SPC KY S     -   0.99997301  x   0.99995567  =   0.99992868
 HA1486!UTM  16      -   0.99997301  x   0.99960373  =   0.99957675
 HA1486
 HA1486:                Primary Azimuth Mark                     Grid Az
 HA1486:SPC KY1Z     -  GIBBENS AZ MK                            016 55 37.5
 HA1486:SPC KY S     -  GIBBENS AZ MK                            016 55 09.1
 HA1486:UTM  16      -  GIBBENS AZ MK                            016 09 37.5
 HA1486
 HA1486|---------------------------------------------------------------------|
 HA1486| PID    Reference Object                     Distance      Geod. Az  |
 HA1486|                                                           dddmmss.s |
 HA1486| CG7877 GIBBENS AZ MK                                      0161650.2 |
 HA1486| CG7878 GIBBENS RM 1                         23.248 METERS 02520     |
 HA1486| CG7879 GIBBENS RM 2                         22.692 METERS 13558     |
 HA1486| HA1492 WHITESVILLE MUNICIPAL TANK          APPROX.11.5 KM 3262354.2 |
 HA1486| HA1738 WHITESVILLE ST MARYS CATH CH        APPROX.11.4 KM 3275708.3 |
 HA1486|---------------------------------------------------------------------|
 HA1486
 HA1486                          SUPERSEDED SURVEY CONTROL
 HA1486
 HA1486  NAD 83(1986)-  37 35 38.98821(N)    086 48 10.67496(W) AD(       ) 1
 HA1486  NAD 27      -  37 35 38.80400(N)    086 48 10.70900(W) AD(       ) 1
 HA1486
 HA1486.Superseded values are not recommended for survey control.
 HA1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1486.See file dsdata.txt to determine how the superseded data were derived.
 HA1486
 HA1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG1739460806(NAD 83)
 HA1486_MARKER: DS = TRIANGULATION STATION DISK
 HA1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1486
 HA1486  HISTORY     - Date     Condition        Report By
 HA1486  HISTORY     - 1950     MONUMENTED       CGS
 HA1486
 HA1486                          STATION DESCRIPTION
 HA1486
 HA1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1486'STATION IS LOCATED ON A HIGH RIDGE ABOUT 0.5 MILE SOUTH OF MAGAN AND
 HA1486'5 MILES SOUTHWEST OF FORDSVILLE.  IT IS 34 FEET WEST OF THE
 HA1486'CENTER OF THE ROAD, 14 FEET NORTHWEST OF A 10 INCH OAK TREE WITH A
 HA1486'TRIANGLE BLAZED ON THE EAST SIDE AND 11 FEET WEST OF A WHITE
 HA1486'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 HA1486'STAMPED GIBBENS 1950.
 HA1486'
 HA1486'REFERENCE MARK NO. 1 IS 28 FEET WEST OF THE CENTER OF THE ROAD.  THE
 HA1486'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GIBBENS
 HA1486'NO 1 1950.
 HA1486'
 HA1486'REFERENCE MARK NO. 2 IS 36 FEET EAST OF THE CENTER OF THE ROAD AND 3
 HA1486'FEET SOUTH OF A POWER POLE.  THE MARK PROJECTS ABOUT 2 INCHES
 HA1486'AND THE DISK IS STAMPED GIBBENS NO 2 1950.
 HA1486'
 HA1486'AZIMUTH MARK IS LOCATED NEAR THE MAGAN BAPTIST CHURCH.  IT IS 2 FEET
 HA1486'NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH AND 1 FOOT SOUTH
 HA1486'OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE
 HA1486'DISK IS STAMPED GIBBENS 1950.
 HA1486'
 HA1486'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 54 AND 69 IN
 HA1486'FORDSVILLE GO WEST ON HIGHWAY 54 FOR 3.5 MILES TO A CROSSROAD, TURN
 HA1486'LEFT AND GO 3.5 MILES TO THE MAGAN BAPTIST CHURCH ON THE RIGHT AND THE
 HA1486'AZIMUTH MARK AS DESCRIBED, CONTINUE SOUTH 0.55 MILE TO THE TOP OF
 HA1486'THE RIDGE AND THE STATION ON THE RIGHT AS DESCRIBED.
 HA1486'
 HA1486'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3355 ***********************************************************************
 GY3355  DESIGNATION -  GIBSON KNOB
 GY3355  PID         -  GY3355
 GY3355  STATE/COUNTY-  KY/MONTGOMERY
 GY3355  USGS QUAD   -  MEANS (1975)
 GY3355
 GY3355                         *CURRENT SURVEY CONTROL
 GY3355  ___________________________________________________________________
 GY3355* NAD 83(1993)-  37 58 39.72890(N)    083 52 23.57396(W)     ADJUSTED  
 GY3355* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 GY3355  ___________________________________________________________________
 GY3355  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 GY3355  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 GY3355
 GY3355  HORZ ORDER  -  THIRD
 GY3355
 GY3355.The horizontal coordinates were established by classical geodetic methods
 GY3355.and adjusted by the National Geodetic Survey in December 1995..
 GY3355
 GY3355.The orthometric height was scaled from a topographic map.
 GY3355
 GY3355.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3355
 GY3355.The geoid height was determined by GEOID03.
 GY3355
 GY3355;                    North         East     Units Scale Factor Converg.
 GY3355;SPC KY1Z     - 1,184,154.070 1,664,866.014   MT  0.99990650   +1 09 08.2
 GY3355;SPC KY1Z     - 3,885,012.14  5,462,147.91   sFT  0.99990650   +1 09 08.2
 GY3355;SPC KY N     -    53,091.038   533,103.826   MT  0.99999835   +0 14 03.8
 GY3355;SPC KY N     -   174,182.85  1,749,024.80   sFT  0.99999835   +0 14 03.8
 GY3355;SPC KY S     -   684,127.964   664,883.085   MT  1.00000840   +1 08 17.5
 GY3355;SPC KY S     - 2,244,509.83  2,181,370.59   sFT  1.00000840   +1 08 17.5
 GY3355;UTM  17      - 4,207,236.650   247,637.129   MT  1.00038447   -1 46 08.3
 GY3355
 GY3355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3355!SPC KY1Z     -   0.99995901  x   0.99990650  =   0.99986551
 GY3355!SPC KY N     -   0.99995901  x   0.99999835  =   0.99995736
 GY3355!SPC KY S     -   0.99995901  x   1.00000840  =   0.99996741
 GY3355!UTM  17      -   0.99995901  x   1.00038447  =   1.00034347
 GY3355
 GY3355:                Primary Azimuth Mark                     Grid Az
 GY3355:SPC KY1Z     -  GIBSON KNOB AZ MK                        043 32 21.8
 GY3355:SPC KY N     -  GIBSON KNOB AZ MK                        044 27 26.2
 GY3355:SPC KY S     -  GIBSON KNOB AZ MK                        043 33 12.5
 GY3355:UTM  17      -  GIBSON KNOB AZ MK                        046 27 38.3
 GY3355
 GY3355|---------------------------------------------------------------------|
 GY3355| PID    Reference Object                     Distance      Geod. Az  |
 GY3355|                                                           dddmmss.s |
 GY3355| DB9823 GIBSON KNOB AZ MK                                  0444130.0 |
 GY3355| DB9824 GIBSON KNOB RM 1                     25.534 METERS 21408     |
 GY3355| DB9825 GIBSON KNOB RM 2                     13.745 METERS 31805     |
 GY3355|---------------------------------------------------------------------|
 GY3355
 GY3355                          SUPERSEDED SURVEY CONTROL
 GY3355
 GY3355  NAD 83(1986)-  37 58 39.73361(N)    083 52 23.58266(W) AD(       ) 3
 GY3355  NAD 27      -  37 58 39.44200(N)    083 52 23.87300(W) AD(       ) 3
 GY3355
 GY3355.Superseded values are not recommended for survey control.
 GY3355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3355.See file dsdata.txt to determine how the superseded data were derived.
 GY3355
 GY3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4763707237(NAD 83)
 GY3355_MARKER: DS = TRIANGULATION STATION DISK
 GY3355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3355
 GY3355  HISTORY     - Date     Condition        Report By
 GY3355  HISTORY     - 1951     MONUMENTED       CGS
 GY3355
 GY3355                          STATION DESCRIPTION
 GY3355
 GY3355'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GY3355'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF MT. STERLING AND 1
 GY3355'MILE WEST OF JEFFERSONVILLE, ON A PROMINENT HILL KNOWN LOCALLY AS
 GY3355'GIBSON KNOB AND IS ON PROPERTY OF MR. TAULBEE GIBSON.  IT IS AT THE
 GY3355'NORTHEAST SIDE OF THE GIBSON FAMILY CEMETERY, 24 FEET SOUTH OF A 16
 GY3355'INCH MAPLE TREE AND 11 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 GY3355'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED GIBSON
 GY3355'KNOB 1951.
 GY3355'
 GY3355'REFERENCE MARK NO. 1 IS IN A FENCE LINE AT THE SOUTHEAST SIDE OF THE
 GY3355'CEMETERY.  IT IS 16 FEET WEST OF A 16 INCH OAK TREE AND 6 FEET
 GY3355'NORTHEAST OF AN 18 INCH OAK TREE.  THE MARK IS FLUSH WITH THE GROUND
 GY3355'AND THE DISK IS STAMPED GIBSON KNOB NO 1 1951.
 GY3355'
 GY3355'REFERENCE MARK NO. 2 IS 38 FEET NORTHWEST OF A WHITE WITNESS POST AND
 GY3355'10 FEET NORTHEAST OF AN 18 INCH HICKORY TREE.  THE MARK IS SET FLUSH
 GY3355'IN A FENCE LINE NEAR THE NORTHWEST CORNER OF THE CEMETERY AND THE
 GY3355'DISK IS STAMPED GIBSON KNOB NO 2 1951.
 GY3355'
 GY3355'AZIMUTH MARK IS 49 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME
 GY3355'HOUSE, 43 FEET SOUTHWEST OF A 48 INCH OAK TREE, 29 FEET NORTH OF A
 GY3355'POWER LINE POLE, 11 FEET WEST OF THE CENTER OF A FARM ROAD AND 2 FEET
 GY3355'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 GY3355'AND THE DISK IS STAMPED GIBSON KNOB 1951.
 GY3355'
 GY3355'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 460 AND 60,
 GY3355'ONE BLOCK SOUTH OF THE MONTGOMERY COUNTY COURT HOUSE IN MT. STERLING,
 GY3355'GO EAST AND SOUTH ON HIGHWAY 460 FOR 0.45 MILE TO THE JUNCTION WITH
 GY3355'STATE HIGHWAY 11 ON THE RIGHT, CONTINUE SOUTHEAST ON U.S.
 GY3355'HIGHWAY 460 FOR 6.35 MILES TO A T ROAD RIGHT, TURN RIGHT, SOUTHWEST
 GY3355'ON FARM ROAD FOR 0.4 MILE TO A HOUSE ON THE LEFT AND THE AZIMUTH MARK
 GY3355'ON THE RIGHT AS DESCRIBED, BEAR RIGHT SOUTHWEST, ACROSS PASTURE FOR
 GY3355'ABOUT 0.3 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 GY3355'
 GY3355'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2731 ***********************************************************************
 GZ2731  DESIGNATION -  GILBOA
 GZ2731  PID         -  GZ2731
 GZ2731  STATE/COUNTY-  KY/TAYLOR
 GZ2731  USGS QUAD   -  SALOMA (1961)
 GZ2731
 GZ2731                         *CURRENT SURVEY CONTROL
 GZ2731  ___________________________________________________________________
 GZ2731* NAD 83(1993)-  37 28 16.10667(N)    085 23 57.91306(W)     ADJUSTED  
 GZ2731* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 GZ2731  ___________________________________________________________________
 GZ2731  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 GZ2731  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 GZ2731
 GZ2731  HORZ ORDER  -  THIRD
 GZ2731
 GZ2731.The horizontal coordinates were established by classical geodetic methods
 GZ2731.and adjusted by the National Geodetic Survey in December 1995..
 GZ2731
 GZ2731.The orthometric height was scaled from a topographic map.
 GZ2731
 GZ2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2731
 GZ2731.The geoid height was determined by GEOID03.
 GZ2731
 GZ2731;                    North         East     Units Scale Factor Converg.
 GZ2731;SPC KY1Z     - 1,126,335.492 1,531,009.843   MT  0.99992981   +0 12 54.9
 GZ2731;SPC KY1Z     - 3,695,319.03  5,022,988.13   sFT  0.99992981   +0 12 54.9
 GZ2731;SPC KY S     -   626,325.374   531,010.417   MT  0.99994825   +0 12 45.4
 GZ2731;SPC KY S     - 2,054,869.16  1,742,156.68   sFT  0.99994825   +0 12 45.4
 GZ2731;UTM  16      - 4,148,342.483   641,534.619   MT  0.99984675   +0 58 26.0
 GZ2731
 GZ2731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2731!SPC KY1Z     -   0.99995415  x   0.99992981  =   0.99988396
 GZ2731!SPC KY S     -   0.99995415  x   0.99994825  =   0.99990240
 GZ2731!UTM  16      -   0.99995415  x   0.99984675  =   0.99980090
 GZ2731
 GZ2731:                Primary Azimuth Mark                     Grid Az
 GZ2731:SPC KY1Z     -  NEW MARKET                               055 51 45.0
 GZ2731:SPC KY S     -  NEW MARKET                               055 51 54.5
 GZ2731:UTM  16      -  NEW MARKET                               055 06 13.9
 GZ2731
 GZ2731|---------------------------------------------------------------------|
 GZ2731| PID    Reference Object                     Distance      Geod. Az  |
 GZ2731|                                                           dddmmss.s |
 GZ2731| GZ2688 NEW MARKET                          APPROX. 8.3 KM 0560439.9 |
 GZ2731| CG7883 GILBOA RM 1                          16.374 METERS 07213     |
 GZ2731| CG7884 GILBOA RM 2                          15.557 METERS 35925     |
 GZ2731|---------------------------------------------------------------------|
 GZ2731
 GZ2731                          SUPERSEDED SURVEY CONTROL
 GZ2731
 GZ2731  NAD 83(1986)-  37 28 16.11479(N)    085 23 57.92138(W) AD(       ) 3
 GZ2731  NAD 27      -  37 28 15.88500(N)    085 23 58.04700(W) AD(       ) 3
 GZ2731
 GZ2731.Superseded values are not recommended for survey control.
 GZ2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2731.See file dsdata.txt to determine how the superseded data were derived.
 GZ2731
 GZ2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4153548342(NAD 83)
 GZ2731_MARKER: DS = TRIANGULATION STATION DISK
 GZ2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2731
 GZ2731  HISTORY     - Date     Condition        Report By
 GZ2731  HISTORY     - 1951     MONUMENTED       CGS
 GZ2731
 GZ2731                          STATION DESCRIPTION
 GZ2731
 GZ2731'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2731'STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF LEBANON AND ABOUT 9
 GZ2731'MILES NORTHWEST OF CAMPBELLSVILLE. IT IS 41 FEET SOUTH OF THE
 GZ2731'CENTER OF WOODS ROAD, 20 FEET WEST OF THE CENTER OF GRAVEL ROAD AND
 GZ2731'5.9 FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS 4 INCHES
 GZ2731'AND THE DISK IS STAMPED GILBOA 1951.
 GZ2731'
 GZ2731'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE CENTER OF GRAVEL ROAD.
 GZ2731'THE MARK IS FLUSH AND THE DISK IS STAMPED GILBOA NO 1 1951.
 GZ2731'
 GZ2731'REFERENCE MARK NO. 2 IS 21 FEET EAST OF THE CENTER OF GRAVEL ROAD.
 GZ2731'THE MARK IS FLUSH AND THE DISK IS STAMPED GILBOA NO 2 1951.
 GZ2731'
 GZ2731'TO REACH THE STATION FROM THE POST OFFICE IN LEBANON, GO SOUTHWEST ON
 GZ2731'U.S. HIGHWAY NO. 68 FOR 10 MILES TO A GRAVEL CROSSROAD IN THE
 GZ2731'VILLAGE OF FINLEY, TURN RIGHT ON GRAVEL ROAD AND GO 4.4 MILES TO A
 GZ2731'SIDE ROAD RIGHT, TURN RIGHT AND GO 1.6 MILES TO THE TOP OF HILL AND
 GZ2731'A WOODS CROSSROAD AND THE STATION ON THE LEFT AS DESCRIBED.
 GZ2731'
 GZ2731'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1617 ***********************************************************************
 HA1617  DESIGNATION -  GILL
 HA1617  PID         -  HA1617
 HA1617  STATE/COUNTY-  KY/HOPKINS
 HA1617  USGS QUAD   -  SLAUGHTERSVILLE (1954)
 HA1617
 HA1617                         *CURRENT SURVEY CONTROL
 HA1617  ___________________________________________________________________
 HA1617* NAD 83(1993)-  37 24 52.49580(N)    087 34 21.27357(W)     ADJUSTED  
 HA1617* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 HA1617  ___________________________________________________________________
 HA1617  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 HA1617  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HA1617
 HA1617  HORZ ORDER  -  FIRST
 HA1617
 HA1617.The horizontal coordinates were established by classical geodetic methods
 HA1617.and adjusted by the National Geodetic Survey in December 1995..
 HA1617
 HA1617.The orthometric height was scaled from a topographic map.
 HA1617
 HA1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1617
 HA1617.The geoid height was determined by GEOID03.
 HA1617
 HA1617;                    North         East     Units Scale Factor Converg.
 HA1617;SPC KY1Z     - 1,121,575.849 1,338,674.890   MT  0.99993723   -1 07 08.4
 HA1617;SPC KY1Z     - 3,679,703.43  4,391,969.20   sFT  0.99993723   -1 07 08.4
 HA1617;SPC KY S     -   621,547.130   338,673.164   MT  0.99994638   -1 06 19.2
 HA1617;SPC KY S     - 2,039,192.54  1,111,130.21   sFT  0.99994638   -1 06 19.2
 HA1617;UTM  16      - 4,141,018.754   449,332.149   MT  0.99963162   -0 20 52.4
 HA1617
 HA1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1617!SPC KY1Z     -   0.99997539  x   0.99993723  =   0.99991262
 HA1617!SPC KY S     -   0.99997539  x   0.99994638  =   0.99992177
 HA1617!UTM  16      -   0.99997539  x   0.99963162  =   0.99960702
 HA1617
 HA1617:                Primary Azimuth Mark                     Grid Az
 HA1617:SPC KY1Z     -  GILL AZ MK                               178 38 07.4
 HA1617:SPC KY S     -  GILL AZ MK                               178 37 18.2
 HA1617:UTM  16      -  GILL AZ MK                               177 51 51.4
 HA1617
 HA1617|---------------------------------------------------------------------|
 HA1617| PID    Reference Object                     Distance      Geod. Az  |
 HA1617|                                                           dddmmss.s |
 HA1617| CG7888 GILL AZ MK                                         1773059.0 |
 HA1617| CG7889 GILL RM 1                            20.571 METERS 23606     |
 HA1617| CG7890 GILL RM 2                            39.499 METERS 32617     |
 HA1617|---------------------------------------------------------------------|
 HA1617
 HA1617                          SUPERSEDED SURVEY CONTROL
 HA1617
 HA1617  NAD 83(1986)-  37 24 52.50483(N)    087 34 21.27709(W) AD(       ) 1
 HA1617  NAD 27      -  37 24 52.34400(N)    087 34 21.26700(W) AD(       ) 1
 HA1617
 HA1617.Superseded values are not recommended for survey control.
 HA1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1617.See file dsdata.txt to determine how the superseded data were derived.
 HA1617
 HA1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4933241019(NAD 83)
 HA1617_MARKER: DS = TRIANGULATION STATION DISK
 HA1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1617
 HA1617  HISTORY     - Date     Condition        Report By
 HA1617  HISTORY     - 1934     MONUMENTED       CGS
 HA1617  HISTORY     - 20030110 POOR             PENRIL
 HA1617
 HA1617                          STATION DESCRIPTION
 HA1617
 HA1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1617'SEVEN MILES NORTHWEST OF MADISONVILLE, 5 MILES WEST OF HANSON, ON A
 HA1617'HIGH FLAT-TOPPED
 HA1617'WOODED RIDGE, ON THE PROPERTY OF JAMES S. GILL.
 HA1617'
 HA1617'TO REACH THE STATION FROM THE VILLAGE OF MANITOU, ON U.S. HIGHWAY 41,
 HA1617'TAKE DIRT ROAD NORTH FROM HIGHWAY AT WHITE CHURCH FOR 2.9 MILES AND
 HA1617'TURN TO THE RIGHT AROUND CHURCH, CONTINUE 0.6 MILE AND TURN RIGHT UP
 HA1617'HILL, CONTINUE 0.8 MILE AND TAKE RIGHT FORK AND KEEP TO RIGHT FOR
 HA1617'0.3 MILE TO THE STATION, 200 YARDS NORTHWEST OF THE GILL HOME, 140
 HA1617'YARDS SOUTH OF ROAD FORKS, 15 FEET EAST OF THE CENTER OF THE WEST
 HA1617'ROAD, BETWEEN WEST ROAD BACKBONE OF RIDGE.
 HA1617'
 HA1617'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HA1617'DISKS SET IN CONCRETE.
 HA1617'
 HA1617'REFERENCE MARK NO. 1 IS WEST OF THE STATION, WEST OF WEST ROAD, AT
 HA1617'THE EDGE OF THE WEST SLOPE OF THE RIDGE.
 HA1617'
 HA1617'REFERENCE MARK NO.2 IS NORTH OF THE STATION, ALONG ROAD, 100 YARDS
 HA1617'SOUTH OF ROAD FORK, 10 FEET EAST OF THE CENTER OF THE ROAD.
 HA1617'
 HA1617'AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, ALONG THE WEST ROAD,
 HA1617'12 FEET WEST OF THE CENTER OF THE ROAD, AT EDGE OF WOODS.
 HA1617'
 HA1617'A 77-FOOT TOWER REQUIRED.
 HA1617'
 HA1617'HEIGHT OF LIGHT ABOVE STATION MARK-27 METERS.
 HA1617
 HA1617                          STATION RECOVERY (2003)
 HA1617
 HA1617'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2003 (RL)
 HA1617'PROPERTY OWNER REPORTED HE HAD PULLED MARK OUT, BUT THEN 'DROPPED IT
 HA1617'BACK IN THE HOLE'.  RM1 FOUND. RM2 AND AZIMUTH BOTH IN AREA OWNER
 HA1617'REPORTED BULLDOZING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2074 ***********************************************************************
 HZ2074  DESIGNATION -  GILTNER
 HZ2074  PID         -  HZ2074
 HZ2074  STATE/COUNTY-  KY/SHELBY
 HZ2074  USGS QUAD   -  EMINENCE (1978)
 HZ2074
 HZ2074                         *CURRENT SURVEY CONTROL
 HZ2074  ___________________________________________________________________
 HZ2074* NAD 83(1993)-  38 19 27.31495(N)    085 14 09.88679(W)     ADJUSTED  
 HZ2074* NAVD 88     -       262.68   (+/-2cm)     861.8    (feet)  VERTCON   
 HZ2074  ___________________________________________________________________
 HZ2074  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HZ2074  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HZ2074
 HZ2074  HORZ ORDER  -  SECOND
 HZ2074  VERT ORDER  -  THIRD ? (See Below)
 HZ2074
 HZ2074.The horizontal coordinates were established by classical geodetic methods
 HZ2074.and adjusted by the National Geodetic Survey in December 1995..
 HZ2074
 HZ2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2074.The vertical order pertains to the NGVD 29 superseded value.
 HZ2074
 HZ2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2074
 HZ2074.The geoid height was determined by GEOID03.
 HZ2074
 HZ2074;                    North         East     Units Scale Factor Converg.
 HZ2074;SPC KY1Z     - 1,221,083.789 1,544,936.283   MT  0.99993542   +0 18 55.9
 HZ2074;SPC KY1Z     - 4,006,172.40  5,068,678.46   sFT  0.99993542   +0 18 55.9
 HZ2074;SPC KY N     -    91,951.069   413,777.588   MT  0.99996518   -0 36 48.3
 HZ2074;SPC KY N     -   301,676.13  1,357,535.30   sFT  0.99996518   -0 36 48.3
 HZ2074;UTM  16      - 4,243,264.748   654,188.793   MT  0.99989279   +1 05 38.6
 HZ2074
 HZ2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2074!SPC KY1Z     -   0.99996403  x   0.99993542  =   0.99989945
 HZ2074!SPC KY N     -   0.99996403  x   0.99996518  =   0.99992921
 HZ2074!UTM  16      -   0.99996403  x   0.99989279  =   0.99985683
 HZ2074
 HZ2074:                Primary Azimuth Mark                     Grid Az
 HZ2074:SPC KY1Z     -  EMINENCE MUNICIPAL TANK                  044 39 11.7
 HZ2074:SPC KY N     -  EMINENCE MUNICIPAL TANK                  045 34 55.9
 HZ2074:UTM  16      -  EMINENCE MUNICIPAL TANK                  043 52 29.0
 HZ2074
 HZ2074|---------------------------------------------------------------------|
 HZ2074| PID    Reference Object                     Distance      Geod. Az  |
 HZ2074|                                                           dddmmss.s |
 HZ2074| HZ2073 EMINENCE MUNICIPAL TANK             APPROX. 6.9 KM 0445807.6 |
 HZ2074| HZ2071 POLLARD                             APPROX.11.0 KM 0980934.5 |
 HZ2074| CG7891 GILTNER AZ MK                                      1330855.0 |
 HZ2074| CG7892 GILTNER RM 1                         50.033 METERS 21729     |
 HZ2074| CG7893 GILTNER RM 2                         47.067 METERS 30048     |
 HZ2074|---------------------------------------------------------------------|
 HZ2074
 HZ2074                          SUPERSEDED SURVEY CONTROL
 HZ2074
 HZ2074  NAD 83(1986)-  38 19 27.31873(N)    085 14 09.89337(W) AD(       ) 2
 HZ2074  NAD 27      -  38 19 27.07600(N)    085 14 10.05000(W) AD(       ) 2
 HZ2074  NGVD 29 (07/19/86)  262.83   (m)          862.3    (f) LEVELING    3  
 HZ2074
 HZ2074.Superseded values are not recommended for survey control.
 HZ2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2074.See file dsdata.txt to determine how the superseded data were derived.
 HZ2074
 HZ2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5418943265(NAD 83)
 HZ2074_MARKER: DS = TRIANGULATION STATION DISK
 HZ2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2074
 HZ2074  HISTORY     - Date     Condition        Report By
 HZ2074  HISTORY     - 1935     MONUMENTED       CGS
 HZ2074  HISTORY     - 1949     GOOD             CGS
 HZ2074  HISTORY     - 1952     GOOD             CGS
 HZ2074
 HZ2074                          STATION DESCRIPTION
 HZ2074
 HZ2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2074'THE STATION IS ON THE CREST OF A DIVIDING RIDGE BETWEEN
 HZ2074'BULLSKIN CREEK AND FOX RUN, AND FOX ABOUT 1
 HZ2074'MILE EAST OF STATE HIGHWAY 53, 2 MILES S OF THE HENRY-SHELBY COUNTY
 HZ2074'LINE, 4-1/2 MILES SW OF EMINENCE. THE MARK IS 12 FEET W OF FENCE
 HZ2074'LINE, 158 FEET NNE OF THE ENTRANCE TO MR. GILTNERS PROPERTY, ABOUT
 HZ2074'80 YARDS S OF A 30-INCH BEECHNUT TREE, ABOUT 250 YARDS S OF
 HZ2074'MR. GILTNERS HOUSE AND IS SET FLUSH WITH THE GROUND.
 HZ2074'
 HZ2074'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HZ2074'BRONZE DISKS SET IN CONCRETE.
 HZ2074'
 HZ2074'REFERENCE MARK NO.1 IS SSW OF THE STATION, 4 YARDS W OF GATE INTO
 HZ2074'GILTNER PROPERTY, 1 FOOT N OF FENCE LINE AND PROJECTS ABOUT
 HZ2074'10 INCHES.
 HZ2074'
 HZ2074'REFERENCE MARK NO.2 IS WNW OF THE STATION, ALONG FENCE LINE AND 1
 HZ2074'FOOT E OF SAME, AND PROJECTS ABOUT 10 INCHES.
 HZ2074'
 HZ2074'AZIMUTH MARK IS SE OF THE STATION, ALONG HIGHWAY AND 25 FEET S OF
 HZ2074'CENTER LINE OF SAME, 90 FEET N OF MR. R.M. SMITHS HOUSE, 1 FOOT
 HZ2074'N OF WOODEN FENCE LINE AND PROJECTS ABOUT 6 INCHES.
 HZ2074'
 HZ2074'TO REACH THE STATION FROM THE POST OFFICE IN SHELBYVILLE, GO W ON
 HZ2074'U.S. HIGHWAY 60 FOR 0.85 MILE AND TURN RIGHT ONTO HIGHWAY 53. GO
 HZ2074'N ON HIGHWAY 53 FOR 5.95 MILES TO GRAVEL ROAD TO LEFT JUST PAST END
 HZ2074'OF PAVEMENT. KEEP STRAIGHT AHEAD HERE FOR 2.6 MILES TO A GRAVEL
 HZ2074'ROAD RIGHT. TURN RIGHT ACROSS BRIDGE.  GO 0.1 MILE TO MAPLE HALL
 HZ2074'SCHOOLHOUSE AND ROAD TO LEFT JUST BEYOND.  KEEP STRAIGHT AHEAD
 HZ2074'AND CROSS ANOTHER BRIDGE. CONTINUE E ON GRAVEL ROAD FOR 0.8 MILE TO
 HZ2074'GATE TO LEFT AT TOP OF HILL. TURN LEFT THROUGH GATE INTO MR.
 HZ2074'ROBERT M. GILTNERS PROPERTY AND STATION SITE ABOUT 50 YARDS
 HZ2074'INSIDE OF GATE.
 HZ2074'
 HZ2074'77-FOOT TOWER WILL CLEAR ALL LINES.
 HZ2074'
 HZ2074'NO NATURAL OBJECTS V.G.
 HZ2074
 HZ2074                          STATION RECOVERY (1949)
 HZ2074
 HZ2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2074'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HZ2074'CONDITION. THE DIRECTION AND DISTANCE FAILED TO CHECK TO THE
 HZ2074'AZIMUTH MARK. A COMPLETE NEW DESCRIPTION FOLLOWS.
 HZ2074'
 HZ2074'STATION IS LOCATED LABOUT 8 MILES SOUTH OF NEW CASTLE AND 4 MILES
 HZ2074'SOUTHWEST OF EMINENCE. IT IS 196 FT. NORTH OF THE CENTER OF A
 HZ2074'GRAVEL ROAD, 76 FEET EAST OF THE CENTER OF A DRIVEWAY, 12 FEET WEST
 HZ2074'OF A FENCELINE AND 11 FEET WEST OF A WHITE WITNESS POST. THE
 HZ2074'MARK IS FLUSH AND THE DISK IS STAMPED GILTNER 1935.
 HZ2074'
 HZ2074'REFERENCE MARK NO. 1 IS 164.15 FEET SOUTHWEST OF THE STATION. IT IS
 HZ2074'30 FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD AND 9 FEET WEST
 HZ2074'OF A CONCRETE GATE POST. THE MARK PROJECTS 10 INCHES AND THE DISK IS
 HZ2074'STAMPED GILTNER NO 1 1935.
 HZ2074'
 HZ2074'REFERENCE MARK NO. 2 IS 154.42 FEET NORTHWEST OF THE STATION. IT IS
 HZ2074'64 FEET WEST OF THE CENTER OF A DRIVEWAY AND 1 FOOT EAST OF A
 HZ2074'FENCELINE. THE MARK IS FLUSH AND THE DISK IS STAMPED GILTNER NO 2
 HZ2074'1935.
 HZ2074'
 HZ2074'AZIMUTH MARK IS 0.1 MILE SOUTHEAST OF THE STATION. IT IS 68 FEET
 HZ2074'NORTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 28 FEET
 HZ2074'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD AND 19 FEET EAST OF A 24
 HZ2074'INCH OAK TREE. THE MARK PROJECTS 4 INCHES AND THE DISK IS
 HZ2074'STAMPED GILTNER 1935.
 HZ2074'
 HZ2074'TO REACH THE STATION FROM THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ2074'STATION IN EMINENCE GO SOUTH ON STATE HIGHWAY NO. 55 FOR 3.95
 HZ2074'MILES TO THE INTERSECTION OF A GRAVEL CROSSROAD, TURN RIGHT ON GRAVEL
 HZ2074'ROAD AND GO WEST FOR 2.35 MILES TO THE AZIMUTH MARK ON THE LEFT,
 HZ2074'CONTINUE FOR 0.1 MILE TO A DRIVEWAY ON THE RIGHT AND THE STATION IN
 HZ2074'THE NORTHEAST ANGLE AS DESCRIBED.
 HZ2074'
 HZ2074'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HZ2074
 HZ2074                          STATION RECOVERY (1952)
 HZ2074
 HZ2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 HZ2074'STATION, STAMPED GILTNER 1935, FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1657 ***********************************************************************
 HA1657  DESIGNATION -  GIVENS
 HA1657  PID         -  HA1657
 HA1657  STATE/COUNTY-  KY/HOPKINS
 HA1657  USGS QUAD   -  DALTON (1954)
 HA1657
 HA1657                         *CURRENT SURVEY CONTROL
 HA1657  ___________________________________________________________________
 HA1657* NAD 83(1993)-  37 17 20.02101(N)    087 46 23.09033(W)     ADJUSTED  
 HA1657* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 HA1657  ___________________________________________________________________
 HA1657  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 HA1657  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 HA1657
 HA1657  HORZ ORDER  -  SECOND
 HA1657
 HA1657.The horizontal coordinates were established by classical geodetic methods
 HA1657.and adjusted by the National Geodetic Survey in December 1995..
 HA1657
 HA1657.The orthometric height was scaled from a topographic map.
 HA1657
 HA1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1657
 HA1657.The geoid height was determined by GEOID03.
 HA1657
 HA1657;                    North         East     Units Scale Factor Converg.
 HA1657;SPC KY1Z     - 1,107,996.218 1,320,627.524   MT  0.99995716   -1 14 31.5
 HA1657;SPC KY1Z     - 3,635,150.93  4,332,758.80   sFT  0.99995716   -1 14 31.5
 HA1657;SPC KY S     -   607,962.974   320,629.236   MT  0.99994571   -1 13 36.9
 HA1657;SPC KY S     - 1,994,625.19  1,051,931.09   sFT  0.99994571   -1 13 36.9
 HA1657;UTM  16      - 4,127,201.270   431,474.877   MT  0.99965784   -0 28 06.2
 HA1657
 HA1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1657!SPC KY1Z     -   0.99998050  x   0.99995716  =   0.99993766
 HA1657!SPC KY S     -   0.99998050  x   0.99994571  =   0.99992621
 HA1657!UTM  16      -   0.99998050  x   0.99965784  =   0.99963835
 HA1657
 HA1657:                Primary Azimuth Mark                     Grid Az
 HA1657:SPC KY1Z     -  PROVIDENCE                               006 05 32.8
 HA1657:SPC KY S     -  PROVIDENCE                               006 04 38.2
 HA1657:UTM  16      -  PROVIDENCE                               005 19 07.5
 HA1657
 HA1657|---------------------------------------------------------------------|
 HA1657| PID    Reference Object                     Distance      Geod. Az  |
 HA1657|                                                           dddmmss.s |
 HA1657| HA1655 PROVIDENCE                          APPROX.12.6 KM 0045101.3 |
 HA1657| CG7899 GIVENS RM 3                         111.984 METERS 01649     |
 HA1657| CG7897 GIVENS RM 1                          25.926 METERS 14815     |
 HA1657| HA1643 CLAXTON RADIO STA KIY 28 TOWER      APPROX.19.7 KM 1834209.4 |
 HA1657| HA1640 ASHER LOOKOUT TOWER                 APPROX.10.2 KM 2192237.0 |
 HA1657| HA1659 CRESWELL RADIO STA KIS 91 MAST      APPROX.12.3 KM 2681100.1 |
 HA1657| CG7898 GIVENS RM 2                          26.446 METERS 28041     |
 HA1657|---------------------------------------------------------------------|
 HA1657
 HA1657                          SUPERSEDED SURVEY CONTROL
 HA1657
 HA1657  NAD 83(1986)-  37 17 20.02981(N)    087 46 23.09347(W) AD(       ) 2
 HA1657  NAD 27      -  37 17 19.86515(N)    087 46 23.05548(W) AD(       ) 2
 HA1657
 HA1657.Superseded values are not recommended for survey control.
 HA1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1657.See file dsdata.txt to determine how the superseded data were derived.
 HA1657
 HA1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3147527201(NAD 83)
 HA1657_MARKER: DS = TRIANGULATION STATION DISK
 HA1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1657_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1657
 HA1657  HISTORY     - Date     Condition        Report By
 HA1657  HISTORY     - 1962     MONUMENTED       CGS
 HA1657
 HA1657                          STATION DESCRIPTION
 HA1657
 HA1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1657'THE STATION IS ABOUT 1 MILE SOUTHWEST OF DALTON, ABOUT 7 MILES SOUTH
 HA1657'OF PROVIDENCE AND ON THE PROPERTY OF MRS. CLEORA GIVENS.  IT IS 65
 HA1657'FEET NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 38 FEET NORTH OF
 HA1657'THE NORTH GATE POST, 79 FEET EAST OF THE EAST EDGE OF A SMALL
 HA1657'POND AND 87 FEET EAST OF A WITNESS POST.  THE MONUMENT IS 14 INCHES
 HA1657'UNDERGROUND AND THE DISK IS STAMPED GIVENS 1962.
 HA1657'
 HA1657'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF DALTON, GO SOUTHWEST
 HA1657'ON STATE HIGHWAY 291 FOR 0.9 MILE TO REFERENCE MARK 3 ON THE LEFT.
 HA1657'CONTINUE SOUTH ON HIGHWAY 291 FOR 0.05 MILE TO A GRAVELED DRIVEWAY
 HA1657'LEFT.  TURN LEFT AND GO EAST ON THE DRIVEWAY 0.05 MILE TO A GATE
 HA1657'AND THE STATION ON THE LEFT.
 HA1657'
 HA1657'REFERENCE MARK 1 IS 1 FOOT NORTH OF A WIRE FENCE, 37 FEET NORTHWEST
 HA1657'OF THE NORTHWEST CORNER OF A BARN AND 81 FEET EAST OF THE NORTH
 HA1657'GATE POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HA1657'GIVENS NO 1 1962.
 HA1657'
 HA1657'REFERENCE MARK 2 IS 1 FOOT NORTH OF A WIRE FENCE, 1 FOOT NORTH OF A
 HA1657'WITNESS POST, 12 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 HA1657'SMALL POND AND 33 FEET NW OF THE NORTHWEST CORNER OF THE GARAGE.  THE
 HA1657'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED GIVENS NO 2
 HA1657'1962.
 HA1657'
 HA1657'REFERENCE MARK 3 IS 1 FOOT WEST OF A WIRE FENCE, 3 FEET SOUTH OF A
 HA1657'WITNESS POST AND 25 FEET EAST OF THE CENTERLINE OF HIGHWAY 291.
 HA1657'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED GIVENS NO 3
 HA1657'1962.
 HA1657'
 HA1657'NO MEASUREMENT BETWEEN RMS BRUSH ON LINE
 HA1657'
 HA1657'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2753 ***********************************************************************
 GZ2753  DESIGNATION -  GLASGOW
 GZ2753  PID         -  GZ2753
 GZ2753  STATE/COUNTY-  KY/BARREN
 GZ2753  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ2753
 GZ2753                         *CURRENT SURVEY CONTROL
 GZ2753  ___________________________________________________________________
 GZ2753* NAD 83(1993)-  37 00 38.18082(N)    085 54 18.75453(W)     ADJUSTED  
 GZ2753* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 GZ2753  ___________________________________________________________________
 GZ2753  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 GZ2753  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GZ2753
 GZ2753  HORZ ORDER  -  FIRST
 GZ2753
 GZ2753.The horizontal coordinates were established by classical geodetic methods
 GZ2753.and adjusted by the National Geodetic Survey in December 1995..
 GZ2753
 GZ2753.The orthometric height was scaled from a topographic map.
 GZ2753
 GZ2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2753
 GZ2753.The geoid height was determined by GEOID03.
 GZ2753
 GZ2753;                    North         East     Units Scale Factor Converg.
 GZ2753;SPC KY1Z     - 1,075,179.166 1,486,186.209   MT  1.00001820   -0 05 43.1
 GZ2753;SPC KY1Z     - 3,527,483.65  4,875,929.25   sFT  1.00001820   -0 05 43.1
 GZ2753;SPC KY S     -   575,170.604   486,186.995   MT  0.99996125   -0 05 38.9
 GZ2753;SPC KY S     - 1,887,038.89  1,595,098.50   sFT  0.99996125   -0 05 38.9
 GZ2753;UTM  16      - 4,096,609.088   597,398.261   MT  0.99971686   +0 39 32.7
 GZ2753
 GZ2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2753!SPC KY1Z     -   0.99996438  x   1.00001820  =   0.99998258
 GZ2753!SPC KY S     -   0.99996438  x   0.99996125  =   0.99992563
 GZ2753!UTM  16      -   0.99996438  x   0.99971686  =   0.99968125
 GZ2753
 GZ2753:                Primary Azimuth Mark                     Grid Az
 GZ2753:SPC KY1Z     -  GLASGOW BARREN CO CTHSE FINIAL           201 48 18.2
 GZ2753:SPC KY S     -  GLASGOW BARREN CO CTHSE FINIAL           201 48 14.0
 GZ2753:UTM  16      -  GLASGOW BARREN CO CTHSE FINIAL           201 03 02.4
 GZ2753
 GZ2753|---------------------------------------------------------------------|
 GZ2753| PID    Reference Object                     Distance      Geod. Az  |
 GZ2753|                                                           dddmmss.s |
 GZ2753| GB2476 GLASGOW BARREN CO CTHSE FINIAL      APPROX. 1.8 KM 2014235.1 |
 GZ2753| CG7901 GLASGOW RM 1                         22.425 METERS 21213     |
 GZ2753| GB2477 GLASGOW MUNICIPAL STANDPIPE         APPROX. 1.9 KM 2303001.4 |
 GZ2753| GZ2752 GLASGOW MUN FEEDER STANDPIPE        APPROX. 0.9 KM 2883815.2 |
 GZ2753| CG7902 GLASGOW RM 2                         18.789 METERS 33041     |
 GZ2753| CG7900 GLASGOW AZ MK                                      3570311.2 |
 GZ2753|---------------------------------------------------------------------|
 GZ2753
 GZ2753                          SUPERSEDED SURVEY CONTROL
 GZ2753
 GZ2753  NAD 83(1986)-  37 00 38.19073(N)    085 54 18.76129(W) AD(       ) 1
 GZ2753  NAD 27      -  37 00 38.01500(N)    085 54 18.85200(W) AD(       ) 1
 GZ2753
 GZ2753.Superseded values are not recommended for survey control.
 GZ2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2753.See file dsdata.txt to determine how the superseded data were derived.
 GZ2753
 GZ2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9739896609(NAD 83)
 GZ2753_MARKER: DS = TRIANGULATION STATION DISK
 GZ2753_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GZ2753
 GZ2753  HISTORY     - Date     Condition        Report By
 GZ2753  HISTORY     - 1939     MONUMENTED       CGS
 GZ2753  HISTORY     - 1960     GOOD             CGS
 GZ2753
 GZ2753                          STATION DESCRIPTION
 GZ2753
 GZ2753'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 GZ2753'THE STATION IS LOCATED ON THE GROUNDS OF THE GLASGOW COMMUNITY
 GZ2753'HOSPITAL ABOUT 1.2 MILES NORTH OF THE COURTHOUSE SQUARE.  THE MARK IS
 GZ2753'SET FLUSH WITH THE GROUND, 48.7 FEET SOUTHEAST OF THE CENTER OF THE
 GZ2753'WATER TANK, 34 FEET SOUTH OF A LARGE OAK TREE, ABOUT 120 FEET
 GZ2753'NORTHWEST OF THE MAIN HOSPITAL BUILDING AND 36 FEET EAST OF THE
 GZ2753'CENTER LINE OF THE DRIVEWAY.
 GZ2753'
 GZ2753'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GZ2753'BRONZE DISKS SET IN CONCRETE.
 GZ2753'
 GZ2753'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN GLASGOW GO NORTH
 GZ2753'ON U.S. HIGHWAY 31E TO HOSPITAL ON LEFT IN NORTH EDGE OF TOWN,
 GZ2753'TURN LEFT TO TANK AND STATION.
 GZ2753'
 GZ2753'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, 2 FEET SOUTH
 GZ2753'OF THE SOUTHEAST CORNER OF A SMALL GREEN SHED, 53 FEET
 GZ2753'WEST-NORTHWEST OF A LARGE OAK TREE AND IS STAMPED GLASGOW NO. 1 1939.
 GZ2753'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION SET IN THE
 GZ2753'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE NORTHEAST LEG OF
 GZ2753'THE WATER TANK. THE DISK IS STAMPED GLASGOW NO. 2 1939.
 GZ2753'
 GZ2753'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTH OF THE STATION AND
 GZ2753'IS SET IN THE SOUTH END OF THE EAST CONCRETE HEADWALL AT A
 GZ2753'CULVERT UNDER U.S. HIGHWAY 31E, 10 FEET EAST OF THE CENTER LINE OF
 GZ2753'THE ROAD, 65 FEET NORTHWEST OF A GASOLINE PUMP AT THE SERVICE
 GZ2753'STATION. TO REACH THE AZIMUTH FROM THE STATION GO TO THE MAIN
 GZ2753'HIGHWAY, TURN LEFT AND GO 0.2 MILE TO MARK ON RIGHT.
 GZ2753'
 GZ2753'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GZ2753
 GZ2753                          STATION RECOVERY (1960)
 GZ2753
 GZ2753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GZ2753'REFERENCE MARK NO. 1 WAS DESTROYED AND THE DISK RETURNED TO THIS
 GZ2753'OFFICE IN AUGUST 1960.  REFERENCE MARK NO. 2 WAS RECOVERED AS
 GZ2753'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  STATION MARK AND
 GZ2753'AZIMUTH WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2476 ***********************************************************************
 GB2476  DESIGNATION -  GLASGOW BARREN CO CTHSE FINIAL
 GB2476  PID         -  GB2476
 GB2476  STATE/COUNTY-  KY/BARREN
 GB2476  USGS QUAD   -  GLASGOW SOUTH (1979)
 GB2476
 GB2476                         *CURRENT SURVEY CONTROL
 GB2476  ___________________________________________________________________
 GB2476* NAD 83(1993)-  36 59 44.57127(N)    085 54 45.36434(W)     ADJUSTED  
 GB2476* NAVD 88     -                                                        
 GB2476  ___________________________________________________________________
 GB2476  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 GB2476  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GB2476
 GB2476  HORZ ORDER  -  THIRD
 GB2476
 GB2476.The horizontal coordinates were established by classical geodetic methods
 GB2476.and adjusted by the National Geodetic Survey in December 1995..
 GB2476
 GB2476
 GB2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2476
 GB2476.The geoid height was determined by GEOID03.
 GB2476
 GB2476;                    North         East     Units Scale Factor Converg.
 GB2476;SPC KY1Z     - 1,073,527.626 1,485,525.470   MT  1.00002212   -0 05 59.4
 GB2476;SPC KY1Z     - 3,522,065.22  4,873,761.48   sFT  1.00002212   -0 05 59.4
 GB2476;SPC KY S     -   573,519.146   485,526.329   MT  0.99996275   -0 05 55.0
 GB2476;SPC KY S     - 1,881,620.73  1,592,930.96   sFT  0.99996275   -0 05 55.0
 GB2476;UTM  16      - 4,094,949.498   596,759.516   MT  0.99971533   +0 39 15.8
 GB2476
 GB2476                          SUPERSEDED SURVEY CONTROL
 GB2476
 GB2476  NAD 83(1986)-  36 59 44.58160(N)    085 54 45.37088(W) AD(       ) 4
 GB2476  NAD 27      -  36 59 44.40000(N)    085 54 45.46000(W) AD(       ) 3
 GB2476
 GB2476.Superseded values are not recommended for survey control.
 GB2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2476.See file dsdata.txt to determine how the superseded data were derived.
 GB2476
 GB2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9676094949(NAD 83)
 GB2476_MARKER: 82 = FINIAL
 GB2476
 GB2476  HISTORY     - Date     Condition        Report By
 GB2476  HISTORY     - 1939     FIRST OBSERVED   CGS
 GB2476
 GB2476                          STATION DESCRIPTION
 GB2476
 GB2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 GB2476'THIS STATION IS THE FINIAL ON THE COUNTY COURTHOUSE IN THE CENTRAL
 GB2476'PART OF THE CITY OF GLASGOW.  THE COURTHOUSE IS BOUNDED ON THE
 GB2476'NORTH BY MAIN STREET ON THE WEST BY RACE STREET, ON THE SOUTH BY
 GB2476'WASHINGTON STREET, AND ON THE EAST BY GREEN STREET. THE BUILDING
 GB2476'WAS BUILT IN 1896.
 GB2476'
 GB2476'THE FINIAL IS LOCATED ON A BRICK TOWER ON THE NORTH END OF THE
 GB2476'BUILDING. THE TOWER HAS A CLOCK IN ITS MAIN BODY AND ABOVE THIS
 GB2476'IS A SQUARE WOODEN STRUCTURE WITH A RAILING AROUND IT AND A SMALL
 GB2476'ROOF OVER THE TOP. ON THE ROOF IS A WEATHERVANE CONSISTING OF
 GB2476'A SHAFT ABOUT 5 FEET TALL WITH A BALL ON IT. THE BALL IS
 GB2476'APPROXIMATELY 16 INCHES IN DIAMETER.  ABOVE THIS BALL IS A
 GB2476'WEATHERVANE ARROW. THE TOP OR WOODEN PART IS PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2751 ***********************************************************************
 GZ2751  DESIGNATION -  GLASGOW COMMUNITY HOSPITAL TK
 GZ2751  PID         -  GZ2751
 GZ2751  STATE/COUNTY-  KY/BARREN
 GZ2751  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ2751
 GZ2751                         *CURRENT SURVEY CONTROL
 GZ2751  ___________________________________________________________________
 GZ2751* NAD 83(1993)-  37 00 38.55627(N)    085 54 19.13141(W)     ADJUSTED  
 GZ2751* NAVD 88     -                                                        
 GZ2751  ___________________________________________________________________
 GZ2751  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 GZ2751  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GZ2751
 GZ2751  HORZ ORDER  -  THIRD
 GZ2751
 GZ2751.The horizontal coordinates were established by classical geodetic methods
 GZ2751.and adjusted by the National Geodetic Survey in December 1995..
 GZ2751
 GZ2751
 GZ2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2751
 GZ2751.The geoid height was determined by GEOID03.
 GZ2751
 GZ2751;                    North         East     Units Scale Factor Converg.
 GZ2751;SPC KY1Z     - 1,075,190.756 1,486,176.911   MT  1.00001817   -0 05 43.3
 GZ2751;SPC KY1Z     - 3,527,521.67  4,875,898.75   sFT  1.00001817   -0 05 43.3
 GZ2751;SPC KY S     -   575,182.192   486,177.697   MT  0.99996124   -0 05 39.1
 GZ2751;SPC KY S     - 1,887,076.91  1,595,067.99   sFT  0.99996124   -0 05 39.1
 GZ2751;UTM  16      - 4,096,620.551   597,388.814   MT  0.99971684   +0 39 32.4
 GZ2751
 GZ2751                          SUPERSEDED SURVEY CONTROL
 GZ2751
 GZ2751  NAD 83(1986)-  37 00 38.56631(N)    085 54 19.13821(W) AD(       ) 4
 GZ2751  NAD 27      -  37 00 38.38900(N)    085 54 19.22800(W) AD(       ) 3
 GZ2751
 GZ2751.Superseded values are not recommended for survey control.
 GZ2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2751.See file dsdata.txt to determine how the superseded data were derived.
 GZ2751
 GZ2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9738996621(NAD 83)
 GZ2751_MARKER: 53 = ELEVATED TANK
 GZ2751
 GZ2751  HISTORY     - Date     Condition        Report By
 GZ2751  HISTORY     - 1939     FIRST OBSERVED   CGS
 GZ2751
 GZ2751                          STATION DESCRIPTION
 GZ2751
 GZ2751'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 GZ2751'THE STATION IS MARKED BY A BALL AT THE APEX OF A
 GZ2751'CONICAL ROOFED
 GZ2751'WATER TANK ON THE GROUNDS OF THE GLASGOW COMMUNITY HOSPITAL ABOUT 1.2
 GZ2751'MILES NORTH OF THE COURTHOUSE SQUARE IN THE CITY OF GLASGOW.
 GZ2751'THE TANK IS PAINTED ALUMINUM, IS SUPPORTED BY A FOUR LEGGED TRUSS
 GZ2751'STRUCTURE, AND IS ABOUT 100 FEET HIGH. STATION GLASGOW IS 48.7 FEET
 GZ2751'SOUTH SOUTHWEST OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2752 ***********************************************************************
 GZ2752  DESIGNATION -  GLASGOW MUN FEEDER STANDPIPE
 GZ2752  PID         -  GZ2752
 GZ2752  STATE/COUNTY-  KY/BARREN
 GZ2752  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ2752
 GZ2752                         *CURRENT SURVEY CONTROL
 GZ2752  ___________________________________________________________________
 GZ2752* NAD 83(1993)-  37 00 47.66945(N)    085 54 53.84265(W)     ADJUSTED  
 GZ2752* NAVD 88     -                                                        
 GZ2752  ___________________________________________________________________
 GZ2752  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 GZ2752  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GZ2752
 GZ2752  HORZ ORDER  -  THIRD
 GZ2752
 GZ2752.The horizontal coordinates were established by classical geodetic methods
 GZ2752.and adjusted by the National Geodetic Survey in December 1995..
 GZ2752
 GZ2752
 GZ2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2752
 GZ2752.The geoid height was determined by GEOID03.
 GZ2752
 GZ2752;                    North         East     Units Scale Factor Converg.
 GZ2752;SPC KY1Z     - 1,075,473.167 1,485,319.262   MT  1.00001751   -0 06 04.6
 GZ2752;SPC KY1Z     - 3,528,448.22  4,873,084.95   sFT  1.00001751   -0 06 04.6
 GZ2752;SPC KY S     -   575,464.569   485,320.091   MT  0.99996100   -0 06 00.1
 GZ2752;SPC KY S     - 1,888,003.34  1,592,254.33   sFT  0.99996100   -0 06 00.1
 GZ2752;UTM  16      - 4,096,891.562   596,527.781   MT  0.99971478   +0 39 11.7
 GZ2752
 GZ2752                          SUPERSEDED SURVEY CONTROL
 GZ2752
 GZ2752  NAD 83(1986)-  37 00 47.67952(N)    085 54 53.84923(W) AD(       ) 4
 GZ2752  NAD 27      -  37 00 47.50300(N)    085 54 53.93800(W) AD(       ) 3
 GZ2752
 GZ2752.Superseded values are not recommended for survey control.
 GZ2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2752.See file dsdata.txt to determine how the superseded data were derived.
 GZ2752
 GZ2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9652896892(NAD 83)
 GZ2752_MARKER: 52 = STANDPIPE TANK
 GZ2752
 GZ2752  HISTORY     - Date     Condition        Report By
 GZ2752  HISTORY     - 1939     FIRST OBSERVED   CGS
 GZ2752
 GZ2752                          STATION DESCRIPTION
 GZ2752
 GZ2752'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 GZ2752'THIS STATION IS A STANDPIPE LOCATED
 GZ2752'APPROXIMATELY 1
 GZ2752'MILE NORTHWEST OF THE CITY OF GLASGOW. IT IS ON A HIGH HILL ABOUT 0.5
 GZ2752'MILE WEST NORTHWEST OF STATION GLASGOW AND IS ABOUT 30 FEET SOUTH
 GZ2752'OF THE CENTER LINE OF A DIRT ROAD LEADING WEST.
 GZ2752'
 GZ2752'THE STANDPIPE IS APPROXIMATELY 40 FEET IN DIAMETER AND 60 FEET TALL.
 GZ2752'IT HAS A ROUNDED TOP WITH A BALL ON IT. THE BALL IS ABOUT 8 INCHES IN
 GZ2752'DIAMETER. THE WHOLE STRUCTURE IS PAINTED ALUMINUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2477 ***********************************************************************
 GB2477  DESIGNATION -  GLASGOW MUNICIPAL STANDPIPE
 GB2477  PID         -  GB2477
 GB2477  STATE/COUNTY-  KY/BARREN
 GB2477  USGS QUAD   -  GLASGOW SOUTH (1979)
 GB2477
 GB2477                         *CURRENT SURVEY CONTROL
 GB2477  ___________________________________________________________________
 GB2477* NAD 83(1993)-  36 59 57.99123(N)    085 55 19.53363(W)     ADJUSTED  
 GB2477* NAVD 88     -                                                        
 GB2477  ___________________________________________________________________
 GB2477  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 GB2477  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GB2477
 GB2477  HORZ ORDER  -  THIRD
 GB2477
 GB2477.The horizontal coordinates were established by classical geodetic methods
 GB2477.and adjusted by the National Geodetic Survey in December 1995..
 GB2477
 GB2477
 GB2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2477
 GB2477.The geoid height was determined by GEOID03.
 GB2477
 GB2477;                    North         East     Units Scale Factor Converg.
 GB2477;SPC KY1Z     - 1,073,942.848 1,484,681.316   MT  1.00002113   -0 06 20.4
 GB2477;SPC KY1Z     - 3,523,427.49  4,870,991.95   sFT  1.00002113   -0 06 20.4
 GB2477;SPC KY S     -   573,934.325   484,682.216   MT  0.99996237   -0 06 15.7
 GB2477;SPC KY S     - 1,882,982.86  1,590,161.57   sFT  0.99996237   -0 06 15.7
 GB2477;UTM  16      - 4,095,353.446   595,910.230   MT  0.99971332   +0 38 55.5
 GB2477
 GB2477                          SUPERSEDED SURVEY CONTROL
 GB2477
 GB2477  NAD 83(1986)-  36 59 58.00141(N)    085 55 19.54011(W) AD(       ) 4
 GB2477  NAD 27      -  36 59 57.82600(N)    085 55 19.62800(W) AD(       ) 3
 GB2477
 GB2477.Superseded values are not recommended for survey control.
 GB2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2477.See file dsdata.txt to determine how the superseded data were derived.
 GB2477
 GB2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9591095353(NAD 83)
 GB2477_MARKER: 52 = STANDPIPE TANK
 GB2477
 GB2477  HISTORY     - Date     Condition        Report By
 GB2477  HISTORY     - 1939     FIRST OBSERVED   CGS
 GB2477
 GB2477                          STATION DESCRIPTION
 GB2477
 GB2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 GB2477'THIS STATION IS A MUNICIPAL STANDPIPE IN CONNECTION WITH THE WATER
 GB2477'SYSTEM OF THE CITY OF GLASGOW. IT IS APPROXIMATELY 0.5 MILE WEST
 GB2477'OF THE SQUARE IN GLASGOW ON STATE HIGHWAY 80, ABOUT 75 FEET SOUTH OF
 GB2477'STATE HIGHWAY 80 AND 0.1 MILE WEST OF A GROUP OF GULF GASOLINE
 GB2477'STORAGE TANKS.
 GB2477'
 GB2477'THE STANDPIPE IS APPROXIMATELY 85 FEET TALL AND 18 FEET IN DIAMETER.
 GB2477'IT IS PAINTED ALUMINUM AND WAS BUILT IN 1915.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3039 ***********************************************************************
 GZ3039  CBN         -  This is a Cooperative Base Network Control Station.
 GZ3039  PACS        -  This is a Primary Airport Control Station.
 GZ3039  DESIGNATION -  GLASPORT
 GZ3039  PID         -  GZ3039
 GZ3039  STATE/COUNTY-  KY/BARREN
 GZ3039  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ3039
 GZ3039                         *CURRENT SURVEY CONTROL
 GZ3039  ___________________________________________________________________
 GZ3039* NAD 83(1993)-  37 01 55.47316(N)    085 57 01.60846(W)     ADJUSTED  
 GZ3039* NAVD 88     -       215.06   (meters)     705.6    (feet)  GPS OBS   
 GZ3039  ___________________________________________________________________
 GZ3039  X           -     360,016.510 (meters)                     COMP
 GZ3039  Y           -  -5,085,269.110 (meters)                     COMP
 GZ3039  Z           -   3,820,346.382 (meters)                     COMP
 GZ3039  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 GZ3039  ELLIP HEIGHT-         184.15  (meters)          (11/03/04) GPS OBS
 GZ3039  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GZ3039
 GZ3039  HORZ ORDER  -  B
 GZ3039  ELLP ORDER  -  THIRD     CLASS I
 GZ3039
 GZ3039.This mark is at Glasgow Airport (GLW)
 GZ3039
 GZ3039.The horizontal coordinates were established by GPS observations
 GZ3039.and adjusted by the National Geodetic Survey in September 1994..
 GZ3039
 GZ3039.The orthometric height was determined by GPS observations and a
 GZ3039.high-resolution geoid model.
 GZ3039
 GZ3039.GPS derived orthometric heights for airport stations designated as
 GZ3039.PACS or SACS are published to 2 decimal places.  This maintains
 GZ3039.centimeter relative accuracy between the PACS and SACS.  It does
 GZ3039.not indicate centimeter accuracy relative to other marks which are
 GZ3039.part of the NAVD 88 network.
 GZ3039
 GZ3039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3039
 GZ3039.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3039
 GZ3039.The ellipsoidal height was determined by GPS observations
 GZ3039.and is referenced to NAD 83.
 GZ3039
 GZ3039.The geoid height was determined by GEOID03.
 GZ3039
 GZ3039;                    North         East     Units Scale Factor Converg.
 GZ3039;SPC KY1Z     - 1,077,569.578 1,482,165.181   MT  1.00001266   -0 07 23.0
 GZ3039;SPC KY1Z     - 3,535,326.19  4,862,736.93   sFT  1.00001266   -0 07 23.0
 GZ3039;SPC KY S     -   577,560.790   482,166.134   MT  0.99995922   -0 07 17.6
 GZ3039;SPC KY S     - 1,894,880.69  1,581,906.72   sFT  0.99995922   -0 07 17.6
 GZ3039;UTM  16      - 4,098,945.614   593,347.322   MT  0.99970734   +0 37 55.7
 GZ3039
 GZ3039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3039!SPC KY1Z     -   0.99997110  x   1.00001266  =   0.99998376
 GZ3039!SPC KY S     -   0.99997110  x   0.99995922  =   0.99993032
 GZ3039!UTM  16      -   0.99997110  x   0.99970734  =   0.99967845
 GZ3039
 GZ3039|---------------------------------------------------------------------|
 GZ3039| PID    Reference Object                     Distance      Geod. Az  |
 GZ3039|                                                           dddmmss.s |
 GZ3039| GZ1917 N 388                               238.823 METERS 01629     |
 GZ3039| GZ3040 GLASPORT AZ MK                      APPROX. 0.8 KM 2505308.1 |
 GZ3039|---------------------------------------------------------------------|
 GZ3039
 GZ3039                          SUPERSEDED SURVEY CONTROL
 GZ3039
 GZ3039  ELLIP H (09/07/94)  184.20   (m)                       GP(       ) 4 1
 GZ3039  NAD 83(1986)-  37 01 55.48017(N)    085 57 01.61406(W) AD(       ) 3
 GZ3039  NGVD 29 (11/06/89)  215.1    (m)          706.     (f) GPS OBS        
 GZ3039
 GZ3039.Superseded values are not recommended for survey control.
 GZ3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3039.See file dsdata.txt to determine how the superseded data were derived.
 GZ3039
 GZ3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9334798946(NAD 83)
 GZ3039_MARKER: I = METAL ROD
 GZ3039_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3039_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3039_STAMPING: GLASPORT 1989
 GZ3039_MARK LOGO: NGS   
 GZ3039_PROJECTION: FLUSH
 GZ3039_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3039+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 GZ3039_ROD/PIPE-DEPTH: 1.7  meters
 GZ3039_SLEEVE-DEPTH  : 0.9 meters
 GZ3039
 GZ3039  HISTORY     - Date     Condition        Report By
 GZ3039  HISTORY     - 1989     MONUMENTED       NGS
 GZ3039  HISTORY     - 19931115 GOOD             NGS
 GZ3039  HISTORY     - 19940121 GOOD
 GZ3039  HISTORY     - 19951117 GOOD             LOWE
 GZ3039  HISTORY     - 19960801 GOOD             NGS
 GZ3039  HISTORY     - 20010823 GOOD             KYDT
 GZ3039  HISTORY     - 20051012 GOOD             GESOLU
 GZ3039  HISTORY     - 20051017 GOOD             GRWAS
 GZ3039
 GZ3039                          STATION DESCRIPTION
 GZ3039
 GZ3039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GZ3039'THE STATION IS ABOUT 4.8 KM (3.00 MI) NORTHWEST OF GLASGOW AND AT THE
 GZ3039'GLASGOW MUNICIPAL AIRPORT.  OWNERSHIP--GLASGOW MUNICIPAL AIRPORT, 390
 GZ3039'AIRPORT ROAD, GLASGOW, KY 42141, PHONE 502-678-4469.  AIRPORT MANAGER
 GZ3039'IS ED BEGLEY.
 GZ3039'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 90 AND US HIGHWAY
 GZ3039'31E, NORTHWEST OF GLASGOW, DRIVE NORTHWEST FOR 3.28 KM (2.05 MI) ON
 GZ3039'STATE ROAD 90, CORDELL HULL HIGHWAY, TO A PAVED ROAD LEFT.  TURN LEFT
 GZ3039'AND DRIVE WEST FOR 0.62 KM (0.40 MI) TO A GATE AND AIRPORT OFFICE
 GZ3039'RIGHT.  FROM THE GATE DRIVE WEST 250 FEET, PASSING THE FIRST HANGAR
 GZ3039'AND TURN RIGHT.  DRIVE NORTH PAST THE FUELING APRON ONTO THE RAMP TO
 GZ3039'THE RUNWAY AND THE STATION LEFT.
 GZ3039'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 GZ3039'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 GZ3039'PIPE AND SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP
 GZ3039'STAMPED---GLASPORT 1989---, FLUSH WITH THE GROUND AND SURROUNDED BY
 GZ3039'CONCRETE.  LOCATED 8.3 M (27.2 FT) SOUTHWEST OF THE FIRST TAXIWAY
 GZ3039'LIGHT ON THE RAMP, 8.0 M (26.2 FT) NORTHEAST OF THE INBOARD OF TWO
 GZ3039'BLUE TAXIWAY LIGHTS ON THE SOUTHERN SIDE OF THE RAMP, 4.6 M (15.1 FT)
 GZ3039'WEST OF THE TAXIWAY LIGHT IN THE BEND OF THE RAMP ONTO RUNWAY AND 4.6
 GZ3039'M (15.1 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.  NOTE--ACCESS TO
 GZ3039'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GZ3039'DESCRIBED BY M.J. WELLSLAGER.
 GZ3039
 GZ3039                          STATION RECOVERY (1993)
 GZ3039
 GZ3039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GZ3039'THE STATION IS ABOUT 4.8 KM (3.00 MI) NORTHWEST OF GLASGOW AND AT THE
 GZ3039'GLASGOW MUNICIPAL AIRPORT.  OWNERSHIP--GLASGOW MUNICIPAL AIRPORT, 390
 GZ3039'AIRPORT ROAD, GLASGOW, KY 42141, PHONE--502-678-4469.  AIRPORT
 GZ3039'MANAGER IS ED BEGLEY.  A MUST CALL BEFORE OCCUPATION.
 GZ3039'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 90 AND U.S.
 GZ3039'HIGHWAY 31E, NORTH WEST OF GLASGOW, GO NORTHWEST FOR 3.28 KM
 GZ3039'(2.05 MI) ON STATE HIGHWAY 90 (CORDELL HULL HIGHWAY) TO A PAVED ROAD
 GZ3039'LEFT, TURN LEFT AND GO WEST FOR 0.62 KM (0.40 MI) TO A GATE AND
 GZ3039'AIRPORT OFFICE RIGHT, FROM THE GATE GO WEST 250 FEET, PASSING THE
 GZ3039'FIRST HANGER AND TURN RIGHT, GO NORTH PAST A FUELING APRON ONTO THE
 GZ3039'RAMP TO THE RUNWAY AND THE STATION LEFT.
 GZ3039'THE STATION IS RECESSED 2 CM BELOW THE LEVEL OF THE GROUND AND ACCESS
 GZ3039'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.  LOCATED 8.3 M
 GZ3039'(27.2 FT) SOUTHWEST OF THE FIRST TAXIWAY LIGHT ON THE RAMP, 8.0 M
 GZ3039'(26.2 FT) NORTHEAST OF THE INBOARD OF TWO BLUE TAXIWAY LIGHTS ON THE
 GZ3039'SOUTHERN SIDE OF THE RAMP, 4.6 M (15.1 FT) WEST OF THE TAXIWAY LIGHT
 GZ3039'IN THE BENT OF THE RAMP ONTO RUNWAY AND 4.6 M (15.1 FT) NORTHWEST
 GZ3039'FROM A FIBERGLASS WITNESS POST.
 GZ3039
 GZ3039                          STATION RECOVERY (1994)
 GZ3039
 GZ3039'RECOVERED 1994
 GZ3039'RECOVERED IN GOOD CONDITION.
 GZ3039
 GZ3039                          STATION RECOVERY (1995)
 GZ3039
 GZ3039'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 GZ3039'RECOVERED AS DESCRIBED.  THIS STATION IS A PRIMARY AIRPORT CONTROL
 GZ3039'STATION.
 GZ3039
 GZ3039                          STATION RECOVERY (1996)
 GZ3039
 GZ3039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 GZ3039'RECOVERED AS DESCRIBED.  THIS IS THE PRIMARY AIRPORT CONTROL STATION.
 GZ3039'SEE 1993 DESCRIPTION FOR TO REACH.
 GZ3039
 GZ3039                          STATION RECOVERY (2001)
 GZ3039
 GZ3039'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (DP)
 GZ3039'RECOVERED IN GOOD CONDITION.
 GZ3039
 GZ3039                          STATION RECOVERY (2005)
 GZ3039
 GZ3039'RECOVERY NOTE BY GEOMATICS SOLUTIONS 2005 (HGM)
 GZ3039'RECOVERED IN GOOD CONDITION.
 GZ3039
 GZ3039                          STATION RECOVERY (2005)
 GZ3039
 GZ3039'RECOVERY NOTE BY GRW AERIAL SURVEY 2005 (DS)
 GZ3039'RECOVERED AS DESCRIBED. LISTED CONTACT PHONE NUMBER IS INVALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3040 ***********************************************************************
 GZ3040  SACS        -  This is a Secondary Airport Control Station.
 GZ3040  DESIGNATION -  GLASPORT AZ MK
 GZ3040  PID         -  GZ3040
 GZ3040  STATE/COUNTY-  KY/BARREN
 GZ3040  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ3040
 GZ3040                         *CURRENT SURVEY CONTROL
 GZ3040  ___________________________________________________________________
 GZ3040* NAD 83(1993)-  37 01 47.05780(N)    085 57 31.89123(W)     ADJUSTED  
 GZ3040* NAVD 88     -       216.29   (meters)     709.6    (feet)  GPS OBS   
 GZ3040  ___________________________________________________________________
 GZ3040  X           -     359,280.993 (meters)                     COMP
 GZ3040  Y           -  -5,085,478.750 (meters)                     COMP
 GZ3040  Z           -   3,820,140.023 (meters)                     COMP
 GZ3040  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 GZ3040  ELLIP HEIGHT-         185.39  (meters)          (01/09/97) GPS OBS
 GZ3040  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GZ3040
 GZ3040  HORZ ORDER  -  FIRST
 GZ3040  ELLP ORDER  -  FOURTH    CLASS I
 GZ3040
 GZ3040.This mark is at Glasgow Airport (GLW)
 GZ3040
 GZ3040.The horizontal coordinates were established by GPS observations
 GZ3040.and adjusted by the National Geodetic Survey in January 1997..
 GZ3040
 GZ3040.The orthometric height was determined by GPS observations and a
 GZ3040.high-resolution geoid model.
 GZ3040
 GZ3040.GPS derived orthometric heights for airport stations designated as
 GZ3040.PACS or SACS are published to 2 decimal places.  This maintains
 GZ3040.centimeter relative accuracy between the PACS and SACS.  It does
 GZ3040.not indicate centimeter accuracy relative to other marks which are
 GZ3040.part of the NAVD 88 network.
 GZ3040
 GZ3040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3040
 GZ3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3040
 GZ3040.The ellipsoidal height was determined by GPS observations
 GZ3040.and is referenced to NAD 83.
 GZ3040
 GZ3040.The geoid height was determined by GEOID03.
 GZ3040
 GZ3040;                    North         East     Units Scale Factor Converg.
 GZ3040;SPC KY1Z     - 1,077,311.794 1,481,416.152   MT  1.00001326   -0 07 41.6
 GZ3040;SPC KY1Z     - 3,534,480.44  4,860,279.49   sFT  1.00001326   -0 07 41.6
 GZ3040;SPC KY S     -   577,303.000   481,417.152   MT  0.99995944   -0 07 36.0
 GZ3040;SPC KY S     - 1,894,034.93  1,579,449.44   sFT  0.99995944   -0 07 36.0
 GZ3040;UTM  16      - 4,098,678.061   592,601.984   MT  0.99970564   +0 37 37.4
 GZ3040
 GZ3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3040!SPC KY1Z     -   0.99997091  x   1.00001326  =   0.99998417
 GZ3040!SPC KY S     -   0.99997091  x   0.99995944  =   0.99993035
 GZ3040!UTM  16      -   0.99997091  x   0.99970564  =   0.99967656
 GZ3040
 GZ3040:                Primary Azimuth Mark                     Grid Az
 GZ3040:SPC KY1Z     -  GLASPORT                                 071 00 31.5
 GZ3040:SPC KY S     -  GLASPORT                                 071 00 25.9
 GZ3040:UTM  16      -  GLASPORT                                 070 15 12.5
 GZ3040
 GZ3040|---------------------------------------------------------------------|
 GZ3040| PID    Reference Object                     Distance      Geod. Az  |
 GZ3040|                                                           dddmmss.s |
 GZ3040| GZ3039 GLASPORT                            APPROX. 0.8 KM 0705249.9 |
 GZ3040|---------------------------------------------------------------------|
 GZ3040
 GZ3040                          SUPERSEDED SURVEY CONTROL
 GZ3040
 GZ3040  NAD 83(1993)-  37 01 47.05771(N)    085 57 31.89101(W) AD(       ) 3
 GZ3040  NAD 83(1986)-  37 01 47.06474(N)    085 57 31.89658(W) AD(       ) 3
 GZ3040  NGVD 29 (11/06/89)  216.3    (m)          710.     (f) GPS OBS        
 GZ3040
 GZ3040.Superseded values are not recommended for survey control.
 GZ3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3040.See file dsdata.txt to determine how the superseded data were derived.
 GZ3040
 GZ3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9260298678(NAD 83)
 GZ3040_MARKER: I = METAL ROD
 GZ3040_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3040_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3040_STAMPING: GLASPORT AZ MK
 GZ3040_MARK LOGO: NGS   
 GZ3040_PROJECTION: FLUSH
 GZ3040_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3040+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 GZ3040_ROD/PIPE-DEPTH: 1.6  meters
 GZ3040_SLEEVE-DEPTH  : 0.9 meters
 GZ3040
 GZ3040  HISTORY     - Date     Condition        Report By
 GZ3040  HISTORY     - 1989     MONUMENTED       NGS
 GZ3040  HISTORY     - 19951017 GOOD             LOWE
 GZ3040  HISTORY     - 19960801 GOOD             NGS
 GZ3040  HISTORY     - 20051012 GOOD             GESOLU
 GZ3040
 GZ3040                          STATION DESCRIPTION
 GZ3040
 GZ3040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GZ3040'THE STATION IS ABOUT 4.8 KM (3.00 MI) NORTHWEST OF GLASGOW AT THE
 GZ3040'GLASGOW MUNICIPAL AIRPORT.  OWNERSHIP--GLASGOW MUNICIPAL AIRPORT, 390
 GZ3040'AIRPORT ROAD, GLASGOW, KY 42141, PHONE 502-678-4469.  AIRPORT MANAGER
 GZ3040'IS ED BEGLEY.
 GZ3040'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 90 AND US HIGHWAY
 GZ3040'31E, NORTHWEST OF GLASGOW, DRIVE NORTHWEST FOR 3.28 KM (2.05 MI) ON
 GZ3040'STATE ROAD 90, CORDELL HULL HIGHWAY, TO A PAVED ROAD LEFT.  TURN LEFT
 GZ3040'AND DRIVE WEST FOR 0.62 KM (0.40 MI) TO A GATE AND AIRPORT OFFICE
 GZ3040'RIGHT.  FROM THE GATE DRIVE WEST 250 FEET, PASSING THE FIRST HANGAR
 GZ3040'AND TURN RIGHT.  DRIVE NORTH PAST THE FUELING APRON TO A TAXIWAY.
 GZ3040'TURN LEFT AND GO SOUTHWEST FOR 0.77 KM (0.50 MI) ALONG THE TAXIWAY TO
 GZ3040'THE TOP OF A RISE, THE SECOND RAMP ONTO THE RUNWAY, AND THE STATION
 GZ3040'RIGHT.
 GZ3040'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 GZ3040'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 GZ3040'PIPE AND SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP
 GZ3040'STAMPED---GLASPORT AZ MK 1989---, FLUSH WITH THE GROUND AND SURROUNDED
 GZ3040'BY CONCRETE.  LOCATED 13.5 M (44.3 FT) NORTHWEST OF THE CENTERLINE OF
 GZ3040'THE TAXIWAY, 12.4 M (40.7 FT) SOUTHEAST OF THE CENTERLINE OF THE RAMP
 GZ3040'AND 2.6 M (8.5 FT) NORTHEAST OF A TAXIWAY LIGHT IN THE NORTHEAST BEND
 GZ3040'IN TAXIWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOG
 GZ3040'CAP.
 GZ3040'DESCRIBED BY M.J. WELLSLAGER.
 GZ3040
 GZ3040                          STATION RECOVERY (1995)
 GZ3040
 GZ3040'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 GZ3040'RECOVERED AS DESCRIBED.  THE STATION IS A SECONDARY AIRPORT CONTROL
 GZ3040'STATION.
 GZ3040
 GZ3040                          STATION RECOVERY (1996)
 GZ3040
 GZ3040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 GZ3040'RECOVERED AS DESCRIBED.  THE STATION IS A SECONDARY AIRPORT CONTROL
 GZ3040'STATION.
 GZ3040
 GZ3040                          STATION RECOVERY (2005)
 GZ3040
 GZ3040'RECOVERY NOTE BY GEOMATICS SOLUTIONS 2005 (HGM)
 GZ3040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2812 ***********************************************************************
 GZ2812  DESIGNATION -  GLENDALE
 GZ2812  PID         -  GZ2812
 GZ2812  STATE/COUNTY-  KY/HARDIN
 GZ2812  USGS QUAD   -  TONIEVILLE (1992)
 GZ2812
 GZ2812                         *CURRENT SURVEY CONTROL
 GZ2812  ___________________________________________________________________
 GZ2812* NAD 83(1993)-  37 35 39.58082(N)    085 51 46.31411(W)     ADJUSTED  
 GZ2812* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 GZ2812  ___________________________________________________________________
 GZ2812  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 GZ2812  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 GZ2812
 GZ2812  HORZ ORDER  -  THIRD
 GZ2812
 GZ2812.The horizontal coordinates were established by classical geodetic methods
 GZ2812.and adjusted by the National Geodetic Survey in December 1995..
 GZ2812
 GZ2812.The orthometric height was scaled from a topographic map.
 GZ2812
 GZ2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2812
 GZ2812.The geoid height was determined by GEOID03.
 GZ2812
 GZ2812;                    North         East     Units Scale Factor Converg.
 GZ2812;SPC KY1Z     - 1,139,954.484 1,490,033.257   MT  0.99991700   -0 04 09.5
 GZ2812;SPC KY1Z     - 3,740,000.67  4,888,550.78   sFT  0.99991700   -0 04 09.5
 GZ2812;SPC KY S     -   639,945.394   490,032.872   MT  0.99995568   -0 04 06.4
 GZ2812;SPC KY S     - 2,099,554.18  1,607,716.18   sFT  0.99995568   -0 04 06.4
 GZ2812;UTM  16      - 4,161,414.201   600,386.572   MT  0.99972413   +0 41 37.6
 GZ2812
 GZ2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2812!SPC KY1Z     -   0.99996794  x   0.99991700  =   0.99988494
 GZ2812!SPC KY S     -   0.99996794  x   0.99995568  =   0.99992362
 GZ2812!UTM  16      -   0.99996794  x   0.99972413  =   0.99969208
 GZ2812
 GZ2812|---------------------------------------------------------------------|
 GZ2812| PID    Reference Object                     Distance      Geod. Az  |
 GZ2812|                                                           dddmmss.s |
 GZ2812| CG7904 GLENDALE RM 1                        28.116 METERS 10149     |
 GZ2812| GZ2814 TT 15 TN USGS 1951                  176.051 METERS 18717     |
 GZ2812| CG7905 GLENDALE RM 2                         7.205 METERS 20557     |
 GZ2812| CG7903 GLENDALE AZ MK                                     2894515.6 |
 GZ2812|---------------------------------------------------------------------|
 GZ2812
 GZ2812                          SUPERSEDED SURVEY CONTROL
 GZ2812
 GZ2812  NAD 83(1986)-  37 35 39.58850(N)    085 51 46.32178(W) AD(       ) 3
 GZ2812  NAD 27      -  37 35 39.35600(N)    085 51 46.45600(W) AD(       ) 3
 GZ2812
 GZ2812.Superseded values are not recommended for survey control.
 GZ2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2812.See file dsdata.txt to determine how the superseded data were derived.
 GZ2812
 GZ2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0038761414(NAD 83)
 GZ2812_MARKER: DS = TRIANGULATION STATION DISK
 GZ2812_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GZ2812
 GZ2812  HISTORY     - Date     Condition        Report By
 GZ2812  HISTORY     - 1951     MONUMENTED       CGS
 GZ2812
 GZ2812                          STATION DESCRIPTION
 GZ2812
 GZ2812'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2812'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF ELIZABETHTOWN AND ABOUT
 GZ2812'6-1/2 MILES WEST OF HODGENVILLE. IT IS 127 FEET NORTHWEST OF A
 GZ2812'PAVED T-ROAD INTERSECTION, 125 FEET WEST OF THE CENTER OF PAVED ROAD
 GZ2812'AND 60 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 222. THE MARK
 GZ2812'IS UNDERGROUND ABOUT 18 INCHES AND THE DISK IS STAMPED GLENDALE 1951.
 GZ2812'
 GZ2812'REFERENCE MARK NO. 1 IS 33 FEET WEST OF THE CENTER OF PAVED ROAD, 3.4
 GZ2812'FEET NORTH OF A POWERLINE POLE AND 2 FEET EAST OF A WHITE WITNESS
 GZ2812'POST. THE MARK IS FLUSH AND THE DISK IS STAMPED GLENDALE NO 1 1951.
 GZ2812'
 GZ2812'REFERENCE MARK NO. 2 IS 37 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 GZ2812'NO. 222. THE MARK IS FLUSH AND THE DISK IS STAMPED GLENDALE NO 2
 GZ2812'1951.
 GZ2812'
 GZ2812'AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 222,
 GZ2812'2.7 FEET SOUTHEAST OF A WHITE WITNESS POST AND 2 FEET NORTHWEST OF
 GZ2812'A FENCELINE. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GZ2812'GLENDALE 1951.
 GZ2812'
 GZ2812'TT 15 TN (USGS) BM IS 38 FEET SOUTHEAST OF A PAVED T-ROAD
 GZ2812'INTERSECTION, 34 FEET EAST OF THE CENTER OF PAVED ROAD AND 23 FEET
 GZ2812'SOUTH OF THE CENTER OF PAVED ROAD. THE MARK IS A CONCRETE POST 6X6
 GZ2812'INCHES IN WIDTH AND PROJECTS 6 INCHES WITH A BRONZE DISK SET IN
 GZ2812'THE TOP STAMPED TT 15 TN 1933 756.
 GZ2812'
 GZ2812'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 61 AND
 GZ2812'U.S. HIGHWAY NO. 31W WHICH IS ABOUT 1 MILE SOUTH OF ELIZABETHTOWN,
 GZ2812'GO SOUTH ON U.S. HIGHWAY NO. 31W FOR 5.55 MILES TO THE JUNCTION OF
 GZ2812'STATE HIGHWAY NO. 222, TURN LEFT ON STATE HIGHWAY NO. 222 AND GO
 GZ2812'0.1 MILE TO THE STATION ON THE LEFT.
 GZ2812'
 GZ2812'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY NO. 31W
 GZ2812'AND STATE HIGHWAY NO. 222, GO WEST ON STATE HIGHWAY NO. 222 FOR 0.2
 GZ2812'MILE TO THE AZIMUTH MARK ON THE LEFT.
 GZ2812'
 GZ2812'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC6048 ***********************************************************************
 AC6048  SACS        -  This is a Secondary Airport Control Station.
 AC6048  DESIGNATION -  GLW A
 AC6048  PID         -  AC6048
 AC6048  STATE/COUNTY-  KY/BARREN
 AC6048  USGS QUAD   -  GLASGOW NORTH (1979)
 AC6048
 AC6048                         *CURRENT SURVEY CONTROL
 AC6048  ___________________________________________________________________
 AC6048* NAD 83(1993)-  37 02 11.02420(N)    085 56 37.94786(W)     ADJUSTED  
 AC6048* NAVD 88     -       227.77   (meters)     747.3    (feet)  GPS OBS   
 AC6048  ___________________________________________________________________
 AC6048  X           -     360,580.130 (meters)                     COMP
 AC6048  Y           -  -5,084,949.853 (meters)                     COMP
 AC6048  Z           -   3,820,736.721 (meters)                     COMP
 AC6048  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AC6048  ELLIP HEIGHT-         196.83  (meters)          (01/09/97) GPS OBS
 AC6048  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 AC6048
 AC6048  HORZ ORDER  -  FIRST
 AC6048  ELLP ORDER  -  FOURTH    CLASS I
 AC6048
 AC6048.This mark is at Glasgow Airport (GLW)
 AC6048
 AC6048.The horizontal coordinates were established by GPS observations
 AC6048.and adjusted by the National Geodetic Survey in January 1997..
 AC6048
 AC6048.The orthometric height was determined by GPS observations and a
 AC6048.high-resolution geoid model.
 AC6048
 AC6048.GPS derived orthometric heights for airport stations designated as
 AC6048.PACS or SACS are published to 2 decimal places.  This maintains
 AC6048.centimeter relative accuracy between the PACS and SACS.  It does
 AC6048.not indicate centimeter accuracy relative to other marks which are
 AC6048.part of the NAVD 88 network.
 AC6048
 AC6048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6048
 AC6048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6048
 AC6048.The ellipsoidal height was determined by GPS observations
 AC6048.and is referenced to NAD 83.
 AC6048
 AC6048.The geoid height was determined by GEOID03.
 AC6048
 AC6048;                    North         East     Units Scale Factor Converg.
 AC6048;SPC KY1Z     - 1,078,047.744 1,482,750.957   MT  1.00001156   -0 07 08.5
 AC6048;SPC KY1Z     - 3,536,894.97  4,864,658.76   sFT  1.00001156   -0 07 08.5
 AC6048;SPC KY S     -   578,038.946   482,751.866   MT  0.99995883   -0 07 03.3
 AC6048;SPC KY S     - 1,896,449.44  1,583,828.41   sFT  0.99995883   -0 07 03.3
 AC6048;UTM  16      - 4,099,431.311   593,926.568   MT  0.99970868   +0 38 10.2
 AC6048
 AC6048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6048!SPC KY1Z     -   0.99996911  x   1.00001156  =   0.99998067
 AC6048!SPC KY S     -   0.99996911  x   0.99995883  =   0.99992794
 AC6048!UTM  16      -   0.99996911  x   0.99970868  =   0.99967780
 AC6048
 AC6048                          SUPERSEDED SURVEY CONTROL
 AC6048
 AC6048.No superseded survey control is available for this station.
 AC6048
 AC6048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9392799431(NAD 83)
 AC6048_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6048_SETTING: 66 = SET IN ROCK OUTCROP
 AC6048_STAMPING: GLW A 1995
 AC6048_MARK LOGO: NGS   
 AC6048_PROJECTION: FLUSH
 AC6048_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6048+STABILITY: POSITION/ELEVATION WELL
 AC6048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6048+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AC6048_ROD/PIPE-DEPTH:  0.9 meters
 AC6048
 AC6048  HISTORY     - Date     Condition        Report By
 AC6048  HISTORY     - 1995     MONUMENTED       LOWE
 AC6048  HISTORY     - 19960801 GOOD             NGS
 AC6048  HISTORY     - 20051012 GOOD             GESOLU
 AC6048
 AC6048                          STATION DESCRIPTION
 AC6048
 AC6048'DESCRIBED BY LOWE ENGINEERS 1995 (GRP)
 AC6048'THE STATION IS ABOUT 4.83 KM (3.00 MI) NORTHWEST OF GLASGOW.  BY THE
 AC6048'GLASGOW MUNICIPAL AIRPORT.  TO REACH THE STATION FROM THE INTERSECTION
 AC6048'OF STATE ROAD 90 AND U.S. HIGHWAY 31E NORTHWEST OF GLASGOW.  GO
 AC6048'NORTHWEST FOR 3.30 KM (2.05 MI) ON STATE ROAD 90, (CORDELL HULL
 AC6048'HIGHWAY) TO PAVED ROAD LEFT. CONTINUE 0.32 KM (0.20 MI) NORTHWEST ON
 AC6048'STATE ROAD 90 TO STATION ON RIGHT.  STATION IS A BRONZE NGS DISK SET
 AC6048'IN A DRILL HOLE ON A LARGE EXPOSED ROCK OUTCROP ON THE RIGHT OF WAY OF
 AC6048'STATE ROAD 90.  STATION IS 4.5 M (14.8 FT) EAST-NORTHEAST FROM THE
 AC6048'EAST EDGE OF STATE ROAD 90.  6.1 M (20.0 FT) WEST- SOUTHWEST FROM A
 AC6048'FENCE LINE.  21.2 M (69.6 FT) DUE SOUTH FROM A FENCE CORNER.  75.0 M
 AC6048'(246.1 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF PERKINS ROAD.  ABOUT
 AC6048'1.8 M (5.9 FT) ABOVE THE LEVEL OF STATE ROAD 90.  THIS STATION IS A
 AC6048'SECONDARY AIRPORT CONTROL STATION.
 AC6048
 AC6048                          STATION RECOVERY (1996)
 AC6048
 AC6048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AC6048'THE STATION IS ABOUT 4.83 KM (3.00 MI) NORTHWEST OF GLASGOW.  BY THE
 AC6048'GLASGOW MUNICIPAL AIRPORT.  TO REACH THE STATION FROM THE INTERSECTION
 AC6048'OF STATE ROAD 90 AND U.S.  HIGHWAY 31E NORTHWEST OF GLASGOW.  GO
 AC6048'NORTHWEST FOR 3.30 KM (2.05 MI) ON STATE ROAD 90, (CORDELL HULL
 AC6048'HIGHWAY) TO PAVED ROAD LEFT.  CONTINUE 0.32 KM (0.20 MI) NORTHWEST ON
 AC6048'STATE ROAD 90 TO STATION ON RIGHT.  STATION IS A BRONZE NGS DISK SET
 AC6048'IN A DRILL HOLE ON A LARGE EXPOSED ROCK OUTCROP ON THE RIGHT OF WAY OF
 AC6048'STATE ROAD 90.  STATION IS 4.5 M (14.8 FT) EAST-NORTHEAST FROM THE
 AC6048'EAST EDGE OF STATE ROAD 90.  6.1 M (20.0 FT) WEST- SOUTHWEST FROM A
 AC6048'FENCE LINE.  21.2 M (69.6 FT) DUE SOUTH FROM A FENCE CORNER.  75.0 M
 AC6048'(246.1 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF PERKINS ROAD.  ABOUT
 AC6048'1.8 M (5.9 FT) ABOVE THE LEVEL OF STATE ROAD 90.  THIS STATION IS A
 AC6048'SECONDARY AIRPORT CONTROL STATION.
 AC6048
 AC6048                          STATION RECOVERY (2005)
 AC6048
 AC6048'RECOVERY NOTE BY GEOMATICS SOLUTIONS 2005 (HGM)
 AC6048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2665 ***********************************************************************
 HZ2665  CBN         -  This is a Cooperative Base Network Control Station.
 HZ2665  DESIGNATION -  GNAU
 HZ2665  PID         -  HZ2665
 HZ2665  STATE/COUNTY-  KY/FRANKLIN
 HZ2665  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ2665
 HZ2665                         *CURRENT SURVEY CONTROL
 HZ2665  ___________________________________________________________________
 HZ2665* NAD 83(1993)-  38 11 57.60710(N)    084 52 18.96445(W)     ADJUSTED  
 HZ2665* NAVD 88     -       153.4    (meters)     503.     (feet)  GPS OBS   
 HZ2665  ___________________________________________________________________
 HZ2665  X           -     448,597.646 (meters)                     COMP
 HZ2665  Y           -  -4,998,782.585 (meters)                     COMP
 HZ2665  Z           -   3,922,929.763 (meters)                     COMP
 HZ2665  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 HZ2665  ELLIP HEIGHT-         119.80  (meters)          (11/03/04) GPS OBS
 HZ2665  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HZ2665
 HZ2665  HORZ ORDER  -  B
 HZ2665  ELLP ORDER  -  THIRD     CLASS I
 HZ2665
 HZ2665.The horizontal coordinates were established by GPS observations
 HZ2665.and adjusted by the National Geodetic Survey in September 1994..
 HZ2665
 HZ2665.The orthometric height was determined by GPS observations and a
 HZ2665.high-resolution geoid model.
 HZ2665
 HZ2665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2665
 HZ2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2665
 HZ2665.The ellipsoidal height was determined by GPS observations
 HZ2665.and is referenced to NAD 83.
 HZ2665
 HZ2665.The geoid height was determined by GEOID03.
 HZ2665
 HZ2665;                    North         East     Units Scale Factor Converg.
 HZ2665;SPC KY1Z     - 1,207,456.697 1,576,906.195   MT  0.99992078   +0 32 20.8
 HZ2665;SPC KY1Z     - 3,961,464.18  5,173,566.41   sFT  0.99992078   +0 32 20.8
 HZ2665;SPC KY N     -    77,807.702   445,524.037   MT  0.99997295   -0 23 12.8
 HZ2665;SPC KY N     -   255,274.10  1,461,690.11   sFT  0.99997295   -0 23 12.8
 HZ2665;UTM  16      - 4,230,072.606   686,341.767   MT  1.00002766   +1 18 58.9
 HZ2665
 HZ2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2665!SPC KY1Z     -   0.99998120  x   0.99992078  =   0.99990198
 HZ2665!SPC KY N     -   0.99998120  x   0.99997295  =   0.99995415
 HZ2665!UTM  16      -   0.99998120  x   1.00002766  =   1.00000886
 HZ2665
 HZ2665                          SUPERSEDED SURVEY CONTROL
 HZ2665
 HZ2665  ELLIP H (09/07/94)  119.80   (m)                       GP(       ) 4 1
 HZ2665
 HZ2665.Superseded values are not recommended for survey control.
 HZ2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2665.See file dsdata.txt to determine how the superseded data were derived.
 HZ2665
 HZ2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8634230073(NAD 83)
 HZ2665_MARKER: I = METAL ROD
 HZ2665_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HZ2665+WITH SETTING: INFORMATION.
 HZ2665_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2665_STAMPING: GNAU 1993
 HZ2665_MARK LOGO: NGS   
 HZ2665_PROJECTION: FLUSH
 HZ2665_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2665+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 HZ2665_ROD/PIPE-DEPTH: 1.80 meters
 HZ2665_SLEEVE-DEPTH  : 1.00 meters
 HZ2665
 HZ2665  HISTORY     - Date     Condition        Report By
 HZ2665  HISTORY     - 1993     MONUMENTED       NGS
 HZ2665  HISTORY     - 19940106 GOOD
 HZ2665  HISTORY     - 20000928 GOOD             KYDT
 HZ2665  HISTORY     - 20021204 GOOD             WOOLPT
 HZ2665  HISTORY     - 20041027 GOOD             KYTC
 HZ2665
 HZ2665                          STATION DESCRIPTION
 HZ2665
 HZ2665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HZ2665'THE STATION IS LOCATED IN FRANKFORT, IN THE SOUTH LAWN OF THE STATE
 HZ2665'OFFICE BUILDING, KENTUCKY TRANSPORTATION CABINET. OWNERSHIP--KENTUCKY
 HZ2665'TRANSPORTATION CABINET. CONTACT PERRY SEMONES, 6TH FLOOR STATE OFFICE
 HZ2665'BUILDING, FRANKFORT, KY 40622.  PHONE 502-564-3280.
 HZ2665'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 64 AND U.S.
 HZ2665'HIGHWAY 127 IN FRANKFORT, GO NORTH ON U.S. HIGHWAY 127 FOR 0.8 MI
 HZ2665'(1.3 KM) TO STATE ROUTE 676, CONTINUE AHEAD ON U.S. HIGHWAY 127 N FOR
 HZ2665'0.9 MI (1.4 KM) TO U.S. HIGHWAY 60, CONTINUE AHEAD ON U.S. HIGHWAY
 HZ2665'127 N FOR 2.6 MI (4.2 KM) TO U.S. HIGHWAY 421, CONTINUE AHEAD ON
 HZ2665'COMBINED U.S. HIGHWAY 127 AND U.S. HIGHWAY 421 FOR 0.4 MI (0.6 KM)
 HZ2665'ACROSS BRIDGE OVER THE KENTUCKY RIVER TO INTERSECTION OF U.S. HIGHWAY
 HZ2665'127, U.S. HIGHWAY 421 AND STATE HIGHWAY 420, CONTINUE STRAIGHT AHEAD
 HZ2665'UNDER THE CAPITOL PLAZA COMPLEX ON WHAT IS KNOWN AS CLINTON STREET
 HZ2665'FOR 0.4 MI (0.6 KM) TO THE STATE OFFICE BUILDING AND THE STATION ON
 HZ2665'THE LEFT IN THE LAWN.
 HZ2665'LOCATED 17.9 M (58.7 FT) SOUTHWEST FROM SOUTHEAST CORNER OF STONE
 HZ2665'FOUNDATION AROUND BUILDING, 17.8 M (58.4 FT) NORTHEAST FROM A 10-INCH
 HZ2665'DIAMETER TREE AND 5.0 M (16.4 FT) WEST-NORTHWEST FROM THE CENTER OF
 HZ2665'SIDEWALK.
 HZ2665
 HZ2665                          STATION RECOVERY (1994)
 HZ2665
 HZ2665'RECOVERED 1994
 HZ2665'RECOVERED IN GOOD CONDITION.
 HZ2665
 HZ2665                          STATION RECOVERY (2000)
 HZ2665
 HZ2665'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (PS)
 HZ2665'1993 DESCRIPTION IS STILL GOOD.
 HZ2665
 HZ2665                          STATION RECOVERY (2002)
 HZ2665
 HZ2665'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 HZ2665'RECOVERED AS DESCRIBED WITH THESE ADDITIONS...
 HZ2665' 
 HZ2665'TO REACH THE STATION FROM THE INTERSECTION OF US 127 AND SR 420,
 HZ2665'TRAVEL S ON SR 420 0.4  MILE (US 420 CALLED CLINTON ST), TURN EAST
 HZ2665'INTO STATE BLDG PARKING LOT (S LOT), MARK IS ON  THE LEFT 120 FT FROM
 HZ2665'CLINTON ST AND LOT INTERSECTION ON N SIDE OF LOT.
 HZ2665' 
 HZ2665'STATION IS 162.7 FT SE OF FLAGPOLE ON NW SIDE OF STATE BLDG, 59.0 FT
 HZ2665'SW OF CORNER OF STONE  WALL AROUND STATE BLDG, 10.0 FT SE
 HZ2665'PERPENDICULAR TO N SIDE OF CONCRETE WALK.
 HZ2665
 HZ2665                          STATION RECOVERY (2004)
 HZ2665
 HZ2665'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2004 (PS)
 HZ2665'ADD THIS TO THE EXISTING DESCRIPTION
 HZ2665' 
 HZ2665'FROM THE PARKING LOT, A NEW SIDEWALK HAS BEEN CONSTRUCTED TOWARDS THE
 HZ2665'STATE OFFICE BUILDING IN A NORTH WESTERLY DIRECTION. THE MARK IS
 HZ2665'LOCATED 10.2 FEET IN A NORTHEASTERLY DIRECTION FROM THE NORTHEAST EDGE
 HZ2665'OF THE NEW SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2838 ***********************************************************************
 GZ2838  DESIGNATION -  GODMAN FIELD AIRWAY BEACON
 GZ2838  PID         -  GZ2838
 GZ2838  STATE/COUNTY-  KY/HARDIN
 GZ2838  USGS QUAD   -  FORT KNOX (1991)
 GZ2838
 GZ2838                         *CURRENT SURVEY CONTROL
 GZ2838  ___________________________________________________________________
 GZ2838* NAD 83(1993)-  37 54 03.85783(N)    085 57 54.95488(W)     ADJUSTED  
 GZ2838* NAVD 88     -                                                        
 GZ2838  ___________________________________________________________________
 GZ2838  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 GZ2838  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GZ2838
 GZ2838  HORZ ORDER  -  THIRD
 GZ2838
 GZ2838.The horizontal coordinates were established by classical geodetic methods
 GZ2838.and adjusted by the National Geodetic Survey in December 1995..
 GZ2838
 GZ2838
 GZ2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2838
 GZ2838.The geoid height was determined by GEOID03.
 GZ2838
 GZ2838;                    North         East     Units Scale Factor Converg.
 GZ2838;SPC KY1Z     - 1,174,013.179 1,481,069.167   MT  0.99990503   -0 07 55.8
 GZ2838;SPC KY1Z     - 3,851,741.57  4,859,141.09   sFT  0.99990503   -0 07 55.8
 GZ2838;SPC KY S     -   674,006.074   481,067.478   MT  0.99999427   -0 07 50.0
 GZ2838;SPC KY S     - 2,211,301.59  1,578,302.22   sFT  0.99999427   -0 07 50.0
 GZ2838;SPC KY N     -    45,922.302   349,148.996   MT  1.00001057   -1 04 01.2
 GZ2838;SPC KY N     -   150,663.42  1,145,499.66   sFT  1.00001057   -1 04 01.2
 GZ2838;UTM  16      - 4,195,343.444   590,970.077   MT  0.99970192   +0 38 08.5
 GZ2838
 GZ2838                          SUPERSEDED SURVEY CONTROL
 GZ2838
 GZ2838  NAD 83(1986)-  37 54 03.86407(N)    085 57 54.96244(W) AD(       ) 4
 GZ2838  NAD 27      -  37 54 03.61100(N)    085 57 55.10000(W) AD(       ) 3
 GZ2838
 GZ2838.Superseded values are not recommended for survey control.
 GZ2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2838.See file dsdata.txt to determine how the superseded data were derived.
 GZ2838
 GZ2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9097095343(NAD 83)
 GZ2838_MARKER: 22 = AIRWAY BEACON
 GZ2838
 GZ2838  HISTORY     - Date     Condition        Report By
 GZ2838  HISTORY     - 1950     FIRST OBSERVED   CGS
 GZ2838  HISTORY     - 1965     GOOD             CGS
 GZ2838
 GZ2838                          STATION DESCRIPTION
 GZ2838
 GZ2838'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2838'STATION IS LOCATED ON THE FORT KNOX MILITARY RESERVATION ABOUT 0.3
 GZ2838'MILE SOUTH OF THE CONTROL TOWER OF GODMAN FIELD.  IT IS 0.1 MILE
 GZ2838'EAST OF THE BASE MOTOR POOL AND 30 FEET SOUTH OF PILOT STREET. IT IS
 GZ2838'ABOUT 60 FEET HIGH, OF STEEL CONSTRUCTION WITH A SQUARE
 GZ2838'PLATFORM ON TOP, PAINTED RED AND WHITE AND HAS A REVOLVING LIGHT IN
 GZ2838'CENTER OF TOP. POINT OF INTERSECTION WAS THE CENTER OF REVOLVING
 GZ2838'LIGHT.
 GZ2838
 GZ2838                          STATION RECOVERY (1965)
 GZ2838
 GZ2838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MHF)
 GZ2838'THIS STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2119 ***********************************************************************
 GC2119  DESIGNATION -  GOLD CITY SIMPSON CO N TANK
 GC2119  PID         -  GC2119
 GC2119  STATE/COUNTY-  KY/SIMPSON
 GC2119  USGS QUAD   -  DRAKE (1968)
 GC2119
 GC2119                         *CURRENT SURVEY CONTROL
 GC2119  ___________________________________________________________________
 GC2119* NAD 83(1993)-  36 45 02.90965(N)    086 27 15.40221(W)     ADJUSTED  
 GC2119* NAVD 88     -                                                        
 GC2119  ___________________________________________________________________
 GC2119  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 GC2119  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GC2119
 GC2119  HORZ ORDER  -  THIRD
 GC2119
 GC2119.The horizontal coordinates were established by classical geodetic methods
 GC2119.and adjusted by the National Geodetic Survey in December 1995..
 GC2119
 GC2119
 GC2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2119
 GC2119.The geoid height was determined by GEOID03.
 GC2119
 GC2119;                    North         East     Units Scale Factor Converg.
 GC2119;SPC KY1Z     - 1,046,572.282 1,437,101.573   MT  1.00009615   -0 25 56.6
 GC2119;SPC KY1Z     - 3,433,629.23  4,714,890.74   sFT  1.00009615   -0 25 56.6
 GC2119;SPC KY S     -   546,563.191   437,107.802   MT  0.99999687   -0 25 37.6
 GC2119;SPC KY S     - 1,793,182.74  1,434,077.85   sFT  0.99999687   -0 25 37.6
 GC2119;UTM  16      - 4,067,368.111   548,714.368   MT  0.99962924   +0 19 35.5
 GC2119
 GC2119                          SUPERSEDED SURVEY CONTROL
 GC2119
 GC2119  NAD 83(1986)-  36 45 02.91869(N)    086 27 15.40725(W) AD(       ) 4
 GC2119  NAD 27      -  36 45 02.78524(N)    086 27 15.42140(W) AD(       ) 3
 GC2119
 GC2119.Superseded values are not recommended for survey control.
 GC2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2119.See file dsdata.txt to determine how the superseded data were derived.
 GC2119
 GC2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4871467368(NAD 83)
 GC2119_MARKER: 53 = ELEVATED TANK
 GC2119
 GC2119  HISTORY     - Date     Condition        Report By
 GC2119  HISTORY     - 1970     FIRST OBSERVED   NGS
 GC2119
 GC2119                          STATION DESCRIPTION
 GC2119
 GC2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2119'THE STATION IS THE FINIAL KNOB ATOP THE SIMPSON COUNTY WATER
 GC2119'DISTRICT NORTH WATER TANK THAT IS LOCATED 6-1/2 MILES NORTHEAST
 GC2119'OF FRANKLIN, 0.5 SOUTHWEST OF THE SMALL SETTLEMENT OF GOLD CITY
 GC2119'AND JUST NORTH OF THE JUNCTION OF STATE HIGHWAYS 265 AND 622.  THE
 GC2119'TANK IS SPHERICAL IN SHAPE, SUPPORTED BY FOUR TUBULAR STEEL LEGS
 GC2119'AND IS PAINTED LIGHT GREEN INCOLOR.  IT IS 140 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2504 ***********************************************************************
 GC2504  DESIGNATION -  GOOLSBEY
 GC2504  PID         -  GC2504
 GC2504  STATE/COUNTY-  KY/CHRISTIAN
 GC2504  USGS QUAD   -  HOPKINSVILLE (1982)
 GC2504
 GC2504                         *CURRENT SURVEY CONTROL
 GC2504  ___________________________________________________________________
 GC2504* NAD 83(1993)-  36 48 19.83487(N)    087 24 24.25069(W)     ADJUSTED  
 GC2504* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 GC2504  ___________________________________________________________________
 GC2504  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GC2504  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC2504
 GC2504  HORZ ORDER  -  FIRST
 GC2504
 GC2504.The horizontal coordinates were established by classical geodetic methods
 GC2504.and adjusted by the National Geodetic Survey in December 1995..
 GC2504
 GC2504.The orthometric height was scaled from a topographic map.
 GC2504
 GC2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2504
 GC2504.The geoid height was determined by GEOID03.
 GC2504
 GC2504;                    North         East     Units Scale Factor Converg.
 GC2504;SPC KY1Z     - 1,053,718.280 1,352,152.610   MT  1.00007805   -1 01 01.8
 GC2504;SPC KY1Z     - 3,457,074.06  4,436,187.35   sFT  1.00007805   -1 01 01.8
 GC2504;SPC KY S     -   553,695.390   352,165.782   MT  0.99998768   -1 00 17.1
 GC2504;SPC KY S     - 1,816,582.29  1,155,397.24   sFT  0.99998768   -1 00 17.1
 GC2504;UTM  16      - 4,073,374.435   463,718.151   MT  0.99961622   -0 14 37.2
 GC2504
 GC2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2504!SPC KY1Z     -   0.99996980  x   1.00007805  =   1.00004784
 GC2504!SPC KY S     -   0.99996980  x   0.99998768  =   0.99995748
 GC2504!UTM  16      -   0.99996980  x   0.99961622  =   0.99958603
 GC2504
 GC2504:                Primary Azimuth Mark                     Grid Az
 GC2504:SPC KY1Z     -  GOOLSBEY AZ MK                           038 11 50.5
 GC2504:SPC KY S     -  GOOLSBEY AZ MK                           038 11 05.8
 GC2504:UTM  16      -  GOOLSBEY AZ MK                           037 25 25.9
 GC2504
 GC2504|---------------------------------------------------------------------|
 GC2504| PID    Reference Object                     Distance      Geod. Az  |
 GC2504|                                                           dddmmss.s |
 GC2504| CG5880 GOOLSBEY AZ MK                                     0371048.7 |
 GC2504| CG5881 GOOLSBEY RM 1                                      0371126.0 |
 GC2504| GC2500 PEMBROKE N MUNICIPAL TANK           APPROX. 5.6 KM 1195505.1 |
 GC2504| CG5883 GOOLSBEY RM 3                        30.474 METERS 12012     |
 GC2504| CG5882 GOOLSBEY RM 2                        54.041 METERS 29142     |
 GC2504| GC2507 HOPKINSVILLE W KY ST HOSP DOME      APPROX. 7.7 KM 3285404.6 |
 GC2504|---------------------------------------------------------------------|
 GC2504
 GC2504                          SUPERSEDED SURVEY CONTROL
 GC2504
 GC2504  NAD 83(1986)-  36 48 19.84434(N)    087 24 24.25434(W) AD(       ) 1
 GC2504  NAD 27      -  36 48 19.68400(N)    087 24 24.23200(W) AD(       ) 1
 GC2504
 GC2504.Superseded values are not recommended for survey control.
 GC2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2504.See file dsdata.txt to determine how the superseded data were derived.
 GC2504
 GC2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6371873374(NAD 83)
 GC2504_MARKER: DS = TRIANGULATION STATION DISK
 GC2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2504
 GC2504  HISTORY     - Date     Condition        Report By
 GC2504  HISTORY     - 1930     MONUMENTED       CGS
 GC2504  HISTORY     - 1953     GOOD             CGS
 GC2504
 GC2504                          STATION DESCRIPTION
 GC2504
 GC2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2504'ABOUT 6 MILES SOUTHEAST OF HOPKINSVILLE, 3-1/2 MILES NORTHWEST OF
 GC2504'PEMBROKE, AND 0.4 MILE SOUTHWEST OF MACADAM HIGHWAY U.S. HIGHWAY
 GC2504'41 E., ON LAND OWNED BY B.V. GOOLSBEY.
 GC2504'
 GC2504'REACHED FROM HOPKINSVILLE BY U.S. HIGHWAY 41 E., 6.3 MILES FROM THE
 GC2504'POST OFFICE TO GOOLSBEYS HOUSE, A SMALL WHITE HOUSE ON THE RIGHT AT
 GC2504'THE FOOT OF A DESCENDING GRADE.  FOLLOW LANE FROM HOUSE LEADING
 GC2504'SOUTHWEST TO A TOBACCO BARN, TURN RIGHT ABOUT 100 YARDS, BEFORE
 GC2504'REACHING BARN AND FOLLOW ROCKY WAGON-ROAD TO TOP OF RIDGE, THENCE
 GC2504'TURN SHARPLY TO LEFT AND FOLLOW DIRT ROAD THRU A GATE INTO A
 GC2504'LARGE PASTURE, THENCE ON LANE IN A SOUTHWESTERLY DIRECTION TO HIGHEST
 GC2504'GROUND ON FENCE LINE ON EDGE OF WOODS.  PASTURE IS RENTED BY
 GC2504'G.W. ALDRICH.  STATION IS 3.2 METERS NORTHEAST OF FENCE LINE.
 GC2504'
 GC2504'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GC2504'SET IN CONCRETE.
 GC2504'
 GC2504'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION IN FENCE CORNER 1 METER
 GC2504'FROM CATTLE PASS.
 GC2504'
 GC2504'REFERENCE MARK NO. 2 IS NORTHWEST-BY-WEST OF STATION ON FENCE LINE ON
 GC2504'EDGE OF WOODS.
 GC2504'
 GC2504'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS
 GC2504
 GC2504                          STATION RECOVERY (1953)
 GC2504
 GC2504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2504'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GC2504'CONDITION.  THE DISTANCES TO REFERENCE MARK NO. 1 AND NO. 2 WERE
 GC2504'CHECKED AND FOUND CORRECT.  THE DIRECTIONS TO THE MARKS DID NOT
 GC2504'CHECK.  AN ADDITIONAL REFERENCE MARK WAS ESTABLISHED BY THIS
 GC2504'PARTY.  A NEW DESCRIPTION FOLLOWS-
 GC2504'
 GC2504'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF HOPKINSVILLE AND 3-1/2
 GC2504'MILES NORTHWEST OF PEMBROKE ON THE HIGHEST POINT OF A PROMINENT HILL
 GC2504'AND IS ON PROPERTY OWNED BY MR. B.V. GOOLSBEY.  IT IS 10 FEET
 GC2504'NORTHEAST OF A FENCE LINE AND WHITE WITNESS POST.  THE MARK IS
 GC2504'FLUSH AND THE DISK IS STAMPED GOOLSBEY 1930.
 GC2504'
 GC2504'REFERENCE MARK NO. 1 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT 200
 GC2504'FEET EAST OF A SMALL POND AND 2 FEET NORTH OF A WHITE WITNESS
 GC2504'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2504'GOOLSBEY NO 1 1930.
 GC2504'
 GC2504'REFERENCE MARK NO. 2 IS 177.30 FEET NORTHWEST OF THE STATION.  IT IS
 GC2504'1 FOOT NORTHEAST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 2
 GC2504'INCHES AND THE DISK IS STAMPED GOOLSBEY NO 2 1930.
 GC2504'
 GC2504'REFERENCE MARK NO. 3 IS 99.98 FEET SOUTHEAST OF THE STATION.  IT IS 1
 GC2504'FOOT NORTHEAST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 GC2504'THE DISK IS STAMPED GOOLSBEY NO 3 1930.
 GC2504'
 GC2504'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 68 AND 41 IN
 GC2504'THE SOUTHEAST SECTION OF HOPKINSVILLE, GO SOUTHEAST ON HIGHWAY 41 FOR
 GC2504'6.0 MILES TO A FARM LANE ON THE RIGHT AND A 2-STORY FRAME HOUSE ON
 GC2504'THE RIGHT, TURN RIGHT AND GO SOUTHWEST THROUGH BARN LOT AND
 GC2504'CONTINUE SOUTHWEST FOR 0.2 MILE ON TRACK ROAD TO A TOBACCO BARN, TURN
 GC2504'RIGHT AND GO EAST UP HILL FOR 0.15 MILE TO THE TOP OF A RIDGE AND A
 GC2504'FORK IN THE ROAD (*) TURN LEFT FOR ABOUT 200 FEET TO A GATE, CONTINUE
 GC2504'NORTHWEST ACROSS OPEN FIELD FOR 0.2 MILE TO THE TOP OF A HILL AND
 GC2504'STATION AS DESCRIBED.
 GC2504'
 GC2504'TO REACH THE AZIMUTH MARK (R.M. NO. 1) FROM THIS POINT* KEEP RIGHT ON
 GC2504'TRACK ROAD FOR ABOUT 300 FEET TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2504'
 GC2504'HEIGHT OF LIGHT ABOVE STATION MARK -- 30 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2645 ***********************************************************************
 GC2645  DESIGNATION -  GORDONS
 GC2645  PID         -  GC2645
 GC2645  STATE/COUNTY-  KY/CHRISTIAN
 GC2645  USGS QUAD   -  PLEASANT GREEN HILL (1994)
 GC2645
 GC2645                         *CURRENT SURVEY CONTROL
 GC2645  ___________________________________________________________________
 GC2645* NAD 83(1993)-  36 52 43.08982(N)    087 34 24.22002(W)     ADJUSTED  
 GC2645* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 GC2645  ___________________________________________________________________
 GC2645  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 GC2645  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2645
 GC2645  HORZ ORDER  -  THIRD
 GC2645
 GC2645.The horizontal coordinates were established by classical geodetic methods
 GC2645.and adjusted by the National Geodetic Survey in December 1995..
 GC2645
 GC2645.The orthometric height was scaled from a topographic map.
 GC2645
 GC2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2645
 GC2645.The geoid height was determined by GEOID03.
 GC2645
 GC2645;                    North         East     Units Scale Factor Converg.
 GC2645;SPC KY1Z     - 1,062,109.758 1,337,440.380   MT  1.00005527   -1 07 10.2
 GC2645;SPC KY1Z     - 3,484,605.10  4,387,918.98   sFT  1.00005527   -1 07 10.2
 GC2645;SPC KY S     -   562,082.810   337,452.883   MT  0.99997680   -1 06 21.0
 GC2645;SPC KY S     - 1,844,100.02  1,107,126.67   sFT  0.99997680   -1 06 21.0
 GC2645;UTM  16      - 4,081,562.662   448,900.405   MT  0.99963217   -0 20 38.8
 GC2645
 GC2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2645!SPC KY1Z     -   0.99997889  x   1.00005527  =   1.00003416
 GC2645!SPC KY S     -   0.99997889  x   0.99997680  =   0.99995569
 GC2645!UTM  16      -   0.99997889  x   0.99963217  =   0.99961107
 GC2645
 GC2645|---------------------------------------------------------------------|
 GC2645| PID    Reference Object                     Distance      Geod. Az  |
 GC2645|                                                           dddmmss.s |
 GC2645| CG5889 GORDONS RM 1                         25.206 METERS 07830     |
 GC2645| CG5888 GORDONS AZ MK                                      0913226.7 |
 GC2645| CG5890 GORDONS RM 2                         21.152 METERS 31535     |
 GC2645|---------------------------------------------------------------------|
 GC2645
 GC2645                          SUPERSEDED SURVEY CONTROL
 GC2645
 GC2645  NAD 83(1986)-  36 52 43.09960(N)    087 34 24.22348(W) AD(       ) 3
 GC2645  NAD 27      -  36 52 42.93100(N)    087 34 24.19100(W) AD(       ) 3
 GC2645
 GC2645.Superseded values are not recommended for survey control.
 GC2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2645.See file dsdata.txt to determine how the superseded data were derived.
 GC2645
 GC2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4890081563(NAD 83)
 GC2645_MARKER: DS = TRIANGULATION STATION DISK
 GC2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2645
 GC2645  HISTORY     - Date     Condition        Report By
 GC2645  HISTORY     - 1953     MONUMENTED       CGS
 GC2645
 GC2645                          STATION DESCRIPTION
 GC2645
 GC2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2645'STATION IS LOCATED ABOUT 4 MILES WEST OF HOPKINSVILLE ON LAND OWNED
 GC2645'BY MR. L.M. HILL.  IT IS 73 FEET SOUTH OF THE CENTER OF U.S.
 GC2645'HIGHWAY 68, 35 FEET W OF A FENCE LINE, 30 FEET SOUTHEAST OF A STONE
 GC2645'POST AND 29 FEET EAST OF A DRIVEWAY.  THE MARK IS FLUSH AND THE DISK
 GC2645'IS STAMPED GORDONS 1953.
 GC2645'
 GC2645'REFERENCE MARK NO. 1 IS 56 FEET SOUTHWEST OF A TELEPHONE POLE AND 52
 GC2645'FEET SOUTH OF THE CENTER OF THE HIGHWAY.  THE MARK IS FLUSH AND THE
 GC2645'DISK IS STAMPED GORDONS NO. 1 1953.
 GC2645'
 GC2645'REFERENCE MARK NO. 2 IS 38 FEET WEST OF A DRIVEWAY, 28 FEET SOUTH OF
 GC2645'THE CENTER OF THE HIGHWAY, 6 FEET WEST OF A TELEPHONE POLE
 GC2645'AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 GC2645'DISK IS STAMPED GORDONS NO. 2 1953.
 GC2645'
 GC2645'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 68, 2
 GC2645'FEET SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 GC2645'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GC2645'GORDONS 1953.
 GC2645'
 GC2645'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 68 AND 41
 GC2645'(SOUTH MAIN STREET AND WEST 9TH STREET) IN HOPKINSVILLE.
 GC2645'GO WEST ON HIGHWAY 68 FOR 4.65 MILES TO A DRIVEWAY ON THE RIGHT AND
 GC2645'THE AZIMUTH MARK AS DESCRIBED.  CONTINUE WEST ON HIGHWAY 68 FOR
 GC2645'0.5 MILE TO A DRIVEWAY LEFT AND THE STATION AS DESCRIBED.
 GC2645'
 GC2645'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1531 ***********************************************************************
 HZ1531  DESIGNATION -  GOSHEN
 HZ1531  PID         -  HZ1531
 HZ1531  STATE/COUNTY-  KY/OLDHAM
 HZ1531  USGS QUAD   -  OWEN (1983)
 HZ1531
 HZ1531                         *CURRENT SURVEY CONTROL
 HZ1531  ___________________________________________________________________
 HZ1531* NAD 83(1993)-  38 24 27.99274(N)    085 33 51.70693(W)     ADJUSTED  
 HZ1531* NAVD 88     -       217.510  (meters)     713.61   (feet)  ADJUSTED  
 HZ1531  ___________________________________________________________________
 HZ1531  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 HZ1531  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ1531  DYNAMIC HT  -         217.364 (meters)     713.14  (feet)  COMP
 HZ1531  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 HZ1531
 HZ1531  HORZ ORDER  -  SECOND
 HZ1531  VERT ORDER  -  FIRST     CLASS II
 HZ1531
 HZ1531.The horizontal coordinates were established by classical geodetic methods
 HZ1531.and adjusted by the National Geodetic Survey in December 1995..
 HZ1531
 HZ1531.The orthometric height was determined by differential leveling
 HZ1531.and adjusted by the National Geodetic Survey in June 1991..
 HZ1531
 HZ1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1531
 HZ1531.The geoid height was determined by GEOID03.
 HZ1531
 HZ1531.The dynamic height is computed by dividing the NAVD 88
 HZ1531.geopotential number by the normal gravity value computed on the
 HZ1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1531.degrees latitude (g = 980.6199 gals.).
 HZ1531
 HZ1531.The modeled gravity was interpolated from observed gravity values.
 HZ1531
 HZ1531;                    North         East     Units Scale Factor Converg.
 HZ1531;SPC KY1Z     - 1,230,246.824 1,516,213.397   MT  0.99994786   +0 06 50.3
 HZ1531;SPC KY1Z     - 4,036,234.79  4,974,443.45   sFT  0.99994786   +0 06 50.3
 HZ1531;SPC KY N     -   101,579.440   385,206.618   MT  0.99996262   -0 49 03.4
 HZ1531;SPC KY N     -   333,265.21  1,263,798.71   sFT  0.99996262   -0 49 03.4
 HZ1531;SPC IN E     -   350,760.722   108,935.299   MT  0.99996765   +0 03 48.8
 HZ1531;SPC IN E     - 1,150,787.47    357,398.56   sFT  0.99996765   +0 03 48.8
 HZ1531;UTM  16      - 4,252,035.885   625,346.972   MT  0.99979349   +0 53 31.2
 HZ1531
 HZ1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1531!SPC KY1Z     -   0.99997112  x   0.99994786  =   0.99991898
 HZ1531!SPC KY N     -   0.99997112  x   0.99996262  =   0.99993374
 HZ1531!SPC IN E     -   0.99997112  x   0.99996765  =   0.99993877
 HZ1531!UTM  16      -   0.99997112  x   0.99979349  =   0.99976462
 HZ1531
 HZ1531|---------------------------------------------------------------------|
 HZ1531| PID    Reference Object                     Distance      Geod. Az  |
 HZ1531|                                                           dddmmss.s |
 HZ1531| HZ1532 GOSHEN RM 1                          32.565 METERS 04447     |
 HZ1531| HZ1533 GOSHEN AZ MK                                       0531219.7 |
 HZ1531| HZ2116 INDIANA ORD WKS 6014 SANI TANK      APPROX. 5.3 KM 2275305.8 |
 HZ1531| HZ1530 GOSHEN RM 2                          29.371 METERS 29559     |
 HZ1531|---------------------------------------------------------------------|
 HZ1531
 HZ1531                          SUPERSEDED SURVEY CONTROL
 HZ1531
 HZ1531  NAD 83(1986)-  38 24 27.99640(N)    085 33 51.71375(W) AD(       ) 2
 HZ1531  NAD 27      -  38 24 27.76200(N)    085 33 51.85800(W) AD(       ) 2
 HZ1531  NGVD 29 (??/??/92)  217.669  (m)          714.14   (f) ADJ UNCH    1 2
 HZ1531
 HZ1531.Superseded values are not recommended for survey control.
 HZ1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1531.See file dsdata.txt to determine how the superseded data were derived.
 HZ1531
 HZ1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2534752036(NAD 83)
 HZ1531_MARKER: DS = TRIANGULATION STATION DISK
 HZ1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1531_STAMPING: GOSHEN 1947
 HZ1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1531+STABILITY: SURFACE MOTION
 HZ1531
 HZ1531  HISTORY     - Date     Condition        Report By
 HZ1531  HISTORY     - 1947     MONUMENTED       CGS
 HZ1531  HISTORY     - 1954     GOOD             NGS
 HZ1531  HISTORY     - 1961     MARK NOT FOUND   CGS
 HZ1531
 HZ1531                          STATION DESCRIPTION
 HZ1531
 HZ1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1531'STATION IS 2.3 MILES SOUTHWEST FROM THE RED BRICK DE SOTO GARAGE IN
 HZ1531'SKYLIGHT VIA U.S. HIGHWAY 42, 0.7 MILE NORTHEAST FROM GOSHEN, IN
 HZ1531'THE NORTHWEST EDGE OF A FIELD OWNED BY W.B.BELKNAP, 62 FEET SOUTH OF
 HZ1531'A GATE, 53 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 21
 HZ1531'FEET SOUTHEAST OF A WHITE WITNESS POST. THE MARK IS 14 INCHES
 HZ1531'UNDERGROUND, AND THE DISK IS STAMPED GOSHEN 1947.
 HZ1531'
 HZ1531'REFERENCE MARK NO. 1 IS 106.84 FEET NORTHEAST OF THE STATION AND 1
 HZ1531'FOOT SOUTHEAST OF A FENCE. THE MARK PROJECTS 6 INCHES, AND THE
 HZ1531'DISK IS STAMPED GOSHEN NO 1 1947.
 HZ1531'
 HZ1531'REFERENCE MARK NO. 2 IS 96.36 FEET NORTHWEST OF THE STATION AND 1
 HZ1531'FOOT SOUTHEAST OF A FENCE. THE MARK PROJECTS 4 INCHES, AND
 HZ1531'THE DISK IS STAMPED GOSHEN NO 2 1947.
 HZ1531'
 HZ1531'AZIMUTH MARK IS 0.5 MILE EAST-NORTHEAST OF THE STATION, 28 FEET
 HZ1531'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH
 HZ1531'OF A WHITE WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 HZ1531'STAMPED GOSHEN 1947.
 HZ1531'
 HZ1531'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HZ1531
 HZ1531                          STATION RECOVERY (1954)
 HZ1531
 HZ1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 HZ1531'0.7 MI NE FROM GOSHEN.
 HZ1531'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 42 FROM THE PRESBYTERIAN
 HZ1531'CHURCH AT GOSHEN, IN A CULTIVATED FIELD, 53 FEET SOUTHEAST OF
 HZ1531'CENTER LINE OF HIGHWAY, 105.2 FEET SOUTHWEST OF R.M. NO. 1, 121 1/2
 HZ1531'FEET SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND A GRAVEL
 HZ1531'DRIVE NORTHWEST TO A FARM HOUSE (HOUSE ABOUT 0.2 MILE FROM HIGHWAY),
 HZ1531'62 1/2 FEET SOUTH-SOUTHWEST OF CENTER OF A FARM GATE, 96 FEET
 HZ1531'EAST-SOUTHEAST AND ACROSS HIGHWAY FROM R.M. NO. 2, 21.3 FEET
 HZ1531'SOUTHEAST OF A FENCE LINE, 21 FEET SOUTHEAST OF A WHITE WOODEN
 HZ1531'WITNESS POST, ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE
 HZ1531'TOP OF A CONCRETE POST ABOUT 14 INCHES UNDERGROUND.
 HZ1531
 HZ1531                          STATION RECOVERY (1961)
 HZ1531
 HZ1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AER)
 HZ1531'STATION COULD NOT BE FOUND. REFERENCE MARKS WERE IN PLACE. AZIMUTH
 HZ1531'MARK IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1533 ***********************************************************************
 HZ1533  DESIGNATION -  GOSHEN AZ MK
 HZ1533  PID         -  HZ1533
 HZ1533  STATE/COUNTY-  KY/OLDHAM
 HZ1533  USGS QUAD   -  OWEN (1983)
 HZ1533
 HZ1533                         *CURRENT SURVEY CONTROL
 HZ1533  ___________________________________________________________________
 HZ1533* NAD 83(1986)-  38 24 45.     (N)    085 33 22.     (W)     SCALED    
 HZ1533* NAVD 88     -       219.236  (meters)     719.28   (feet)  ADJUSTED  
 HZ1533  ___________________________________________________________________
 HZ1533  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ1533  DYNAMIC HT  -         219.089 (meters)     718.79  (feet)  COMP
 HZ1533  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 HZ1533
 HZ1533  VERT ORDER  -  FIRST     CLASS II
 HZ1533
 HZ1533.The horizontal coordinates were scaled from a topographic map and have
 HZ1533.an estimated accuracy of +/- 6 seconds.
 HZ1533
 HZ1533.The orthometric height was determined by differential leveling
 HZ1533.and adjusted by the National Geodetic Survey in June 1991..
 HZ1533
 HZ1533.The geoid height was determined by GEOID03.
 HZ1533
 HZ1533.The dynamic height is computed by dividing the NAVD 88
 HZ1533.geopotential number by the normal gravity value computed on the
 HZ1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1533.degrees latitude (g = 980.6199 gals.).
 HZ1533
 HZ1533.The modeled gravity was interpolated from observed gravity values.
 HZ1533
 HZ1533;                    North         East    Units  Estimated Accuracy
 HZ1533;SPC KY1Z     - 1,230,770.    1,516,930.      MT  (+/- 180 meters Scaled)
 HZ1533
 HZ1533                          SUPERSEDED SURVEY CONTROL
 HZ1533
 HZ1533  NGVD 29 (??/??/92)  219.395  (m)          719.80   (f) ADJ UNCH    1 2
 HZ1533
 HZ1533.Superseded values are not recommended for survey control.
 HZ1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1533.See file dsdata.txt to determine how the superseded data were derived.
 HZ1533
 HZ1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH260525(NAD 83)
 HZ1533_MARKER: DZ = AZIMUTH MARK DISK
 HZ1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1533_STAMPING: GOSHEN 1947
 HZ1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1533+STABILITY: SURFACE MOTION
 HZ1533
 HZ1533  HISTORY     - Date     Condition        Report By
 HZ1533  HISTORY     - 1947     MONUMENTED       CGS
 HZ1533  HISTORY     - 1954     GOOD             NGS
 HZ1533
 HZ1533                          STATION DESCRIPTION
 HZ1533
 HZ1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1533'1.3 MI NE FROM GOSHEN.
 HZ1533'ABOUT 1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 42 FROM THE PRESBYTERIAN
 HZ1533'CHURCH AT GOSHEN, ABOUT 0.2 MILE NORTHEAST OF A CROSSROADS, 28 FEET
 HZ1533'SOUTHEAST OF CENTER LINE OF HIGHWAY, 86 FEET SOUTH AND ACROSS
 HZ1533'HIGHWAY FROM CENTER OF A FARM GATE, 3 FEET NORTHWEST OF A BOARD
 HZ1533'FENCE, 2 1/2 FEET SOUTHWEST OF TELEPHONE CABLE POLE NO. 157, 2 1/2
 HZ1533'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE
 HZ1533'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ1533'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1532 ***********************************************************************
 HZ1532  DESIGNATION -  GOSHEN RM 1
 HZ1532  PID         -  HZ1532
 HZ1532  STATE/COUNTY-  KY/OLDHAM
 HZ1532  USGS QUAD   -  OWEN (1983)
 HZ1532
 HZ1532                         *CURRENT SURVEY CONTROL
 HZ1532  ___________________________________________________________________
 HZ1532* NAD 83(1986)-  38 24 27.     (N)    085 33 51.     (W)     SCALED    
 HZ1532* NAVD 88     -       217.872  (meters)     714.80   (feet)  ADJUSTED  
 HZ1532  ___________________________________________________________________
 HZ1532  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ1532  DYNAMIC HT  -         217.726 (meters)     714.32  (feet)  COMP
 HZ1532  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 HZ1532
 HZ1532  VERT ORDER  -  FIRST     CLASS II
 HZ1532
 HZ1532.The horizontal coordinates were scaled from a topographic map and have
 HZ1532.an estimated accuracy of +/- 6 seconds.
 HZ1532
 HZ1532.The orthometric height was determined by differential leveling
 HZ1532.and adjusted by the National Geodetic Survey in June 1991..
 HZ1532
 HZ1532.The geoid height was determined by GEOID03.
 HZ1532
 HZ1532.The dynamic height is computed by dividing the NAVD 88
 HZ1532.geopotential number by the normal gravity value computed on the
 HZ1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1532.degrees latitude (g = 980.6199 gals.).
 HZ1532
 HZ1532.The modeled gravity was interpolated from observed gravity values.
 HZ1532
 HZ1532;                    North         East    Units  Estimated Accuracy
 HZ1532;SPC KY1Z     - 1,230,220.    1,516,230.      MT  (+/- 180 meters Scaled)
 HZ1532
 HZ1532                          SUPERSEDED SURVEY CONTROL
 HZ1532
 HZ1532  NGVD 29 (??/??/92)  218.031  (m)          715.32   (f) ADJ UNCH    1 2
 HZ1532
 HZ1532.Superseded values are not recommended for survey control.
 HZ1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1532.See file dsdata.txt to determine how the superseded data were derived.
 HZ1532
 HZ1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH253520(NAD 83)
 HZ1532_MARKER: DR = REFERENCE MARK DISK
 HZ1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1532_STAMPING: GOSHEN NO 1 1947
 HZ1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1532+STABILITY: SURFACE MOTION
 HZ1532
 HZ1532  HISTORY     - Date     Condition        Report By
 HZ1532  HISTORY     - 1947     MONUMENTED       CGS
 HZ1532  HISTORY     - 1954     GOOD             NGS
 HZ1532
 HZ1532                          STATION DESCRIPTION
 HZ1532
 HZ1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1532'0.7 MI NE FROM GOSHEN.
 HZ1532'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 42 FROM THE PRESBYTERIAN
 HZ1532'CHURCH AT GOSHEN, 33 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY AT
 HZ1532'CENTER OF JUNCTION OF ROAD NORTHWEST, 105.2 FEET NORTHEAST OF STATION
 HZ1532'MARK, 46 FEET NORTHEAST OF CENTER OF A FARM GATE, 17 FEET SOUTHWEST
 HZ1532'OF TELEPHONE CABLE POLE NO. 145, 1 FOOT SOUTHEAST OF A FENCE LINE,
 HZ1532'ABOUT 3 1/2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 HZ1532'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1530 ***********************************************************************
 HZ1530  DESIGNATION -  GOSHEN RM 2
 HZ1530  PID         -  HZ1530
 HZ1530  STATE/COUNTY-  KY/OLDHAM
 HZ1530  USGS QUAD   -  OWEN (1983)
 HZ1530
 HZ1530                         *CURRENT SURVEY CONTROL
 HZ1530  ___________________________________________________________________
 HZ1530* NAD 83(1986)-  38 24 27.     (N)    085 33 51.     (W)     SCALED    
 HZ1530* NAVD 88     -       217.913  (meters)     714.94   (feet)  ADJUSTED  
 HZ1530  ___________________________________________________________________
 HZ1530  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ1530  DYNAMIC HT  -         217.767 (meters)     714.46  (feet)  COMP
 HZ1530  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 HZ1530
 HZ1530  VERT ORDER  -  FIRST     CLASS II
 HZ1530
 HZ1530.The horizontal coordinates were scaled from a topographic map and have
 HZ1530.an estimated accuracy of +/- 6 seconds.
 HZ1530
 HZ1530.The orthometric height was determined by differential leveling
 HZ1530.and adjusted by the National Geodetic Survey in June 1991..
 HZ1530
 HZ1530.The geoid height was determined by GEOID03.
 HZ1530
 HZ1530.The dynamic height is computed by dividing the NAVD 88
 HZ1530.geopotential number by the normal gravity value computed on the
 HZ1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1530.degrees latitude (g = 980.6199 gals.).
 HZ1530
 HZ1530.The modeled gravity was interpolated from observed gravity values.
 HZ1530
 HZ1530;                    North         East    Units  Estimated Accuracy
 HZ1530;SPC KY1Z     - 1,230,220.    1,516,230.      MT  (+/- 180 meters Scaled)
 HZ1530
 HZ1530                          SUPERSEDED SURVEY CONTROL
 HZ1530
 HZ1530  NGVD 29 (??/??/92)  218.072  (m)          715.46   (f) ADJ UNCH    1 2
 HZ1530
 HZ1530.Superseded values are not recommended for survey control.
 HZ1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1530.See file dsdata.txt to determine how the superseded data were derived.
 HZ1530
 HZ1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH253520(NAD 83)
 HZ1530_MARKER: DR = REFERENCE MARK DISK
 HZ1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1530_STAMPING: GOSHEN NO 2 1947
 HZ1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1530+STABILITY: SURFACE MOTION
 HZ1530
 HZ1530  HISTORY     - Date     Condition        Report By
 HZ1530  HISTORY     - 1947     MONUMENTED       CGS
 HZ1530  HISTORY     - 1954     GOOD             NGS
 HZ1530
 HZ1530                          STATION DESCRIPTION
 HZ1530
 HZ1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1530'0.7 MI NE FROM GOSHEN.
 HZ1530'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 42 FROM THE PRESBYTERIAN
 HZ1530'CHURCH AT GOSHEN, 30 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 96
 HZ1530'FEET WEST-NORTHWEST AND ACROSS HIGHWAY FROM STATION MARK, 150 FEET
 HZ1530'SOUTHWEST OF CENTER LINE OF A ROAD NORTHWEST, 54 1/2 FEET NORTHEAST
 HZ1530'OF A POWER POLE, 1 FOOT SOUTHEAST OF A FENCE LINE, ABOUT 2 FEET
 HZ1530'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HZ1530'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3118 ***********************************************************************
 GZ3118  CBN         -  This is a Cooperative Base Network Control Station.
 GZ3118  DESIGNATION -  GPS 006
 GZ3118  PID         -  GZ3118
 GZ3118  STATE/COUNTY-  KY/ANDERSON
 GZ3118  USGS QUAD   -  CHAPLIN (1987)
 GZ3118
 GZ3118                         *CURRENT SURVEY CONTROL
 GZ3118  ___________________________________________________________________
 GZ3118* NAD 83(1993)-  37 58 28.85968(N)    085 09 34.46285(W)     ADJUSTED  
 GZ3118* NAVD 88     -       170.7    (meters)     560.     (feet)  GPS OBS   
 GZ3118  ___________________________________________________________________
 GZ3118  X           -     424,796.128 (meters)                     COMP
 GZ3118  Y           -  -5,016,312.481 (meters)                     COMP
 GZ3118  Z           -   3,903,313.498 (meters)                     COMP
 GZ3118  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 GZ3118  ELLIP HEIGHT-         136.96  (meters)          (11/03/04) GPS OBS
 GZ3118  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 GZ3118
 GZ3118  HORZ ORDER  -  B
 GZ3118  ELLP ORDER  -  THIRD     CLASS I
 GZ3118
 GZ3118.The horizontal coordinates were established by GPS observations
 GZ3118.and adjusted by the National Geodetic Survey in September 1994..
 GZ3118
 GZ3118.The orthometric height was determined by GPS observations and a
 GZ3118.high-resolution geoid model.
 GZ3118
 GZ3118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3118
 GZ3118.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3118
 GZ3118.The ellipsoidal height was determined by GPS observations
 GZ3118.and is referenced to NAD 83.
 GZ3118
 GZ3118.The geoid height was determined by GEOID03.
 GZ3118
 GZ3118;                    North         East     Units Scale Factor Converg.
 GZ3118;SPC KY1Z     - 1,182,325.208 1,551,871.277   MT  0.99990641   +0 21 45.0
 GZ3118;SPC KY1Z     - 3,879,011.95  5,091,431.01   sFT  0.99990641   +0 21 45.0
 GZ3118;SPC KY N     -    53,082.809   420,083.902   MT  0.99999880   -0 33 56.9
 GZ3118;SPC KY N     -   174,155.85  1,378,225.27   sFT  0.99999880   -0 33 56.9
 GZ3118;UTM  16      - 4,204,603.849   661,646.923   MT  0.99992183   +1 07 57.7
 GZ3118
 GZ3118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3118!SPC KY1Z     -   0.99997851  x   0.99990641  =   0.99988492
 GZ3118!SPC KY N     -   0.99997851  x   0.99999880  =   0.99997731
 GZ3118!UTM  16      -   0.99997851  x   0.99992183  =   0.99990034
 GZ3118
 GZ3118                          SUPERSEDED SURVEY CONTROL
 GZ3118
 GZ3118  ELLIP H (09/07/94)  136.98   (m)                       GP(       ) 4 1
 GZ3118
 GZ3118.Superseded values are not recommended for survey control.
 GZ3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3118.See file dsdata.txt to determine how the superseded data were derived.
 GZ3118
 GZ3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6164704604(NAD 83)
 GZ3118_MARKER: DD = SURVEY DISK
 GZ3118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ3118_SP_SET: CONCRETE POST
 GZ3118_STAMPING: GPS 006 1988
 GZ3118_MARK LOGO: USE   
 GZ3118_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ3118+STABILITY: SURFACE MOTION
 GZ3118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3118+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2002
 GZ3118
 GZ3118  HISTORY     - Date     Condition        Report By
 GZ3118  HISTORY     - 1988     MONUMENTED       USE
 GZ3118  HISTORY     - 19931028 GOOD             NGS
 GZ3118  HISTORY     - 19940105 GOOD
 GZ3118  HISTORY     - 20011005 GOOD             KYDT
 GZ3118  HISTORY     - 20021210 GOOD             WOOLPT
 GZ3118
 GZ3118                          STATION DESCRIPTION
 GZ3118
 GZ3118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GZ3118'THE STATION IS LOCATED ABOUT 52.0 KM (32.30 MI) SOUTHEAST OF
 GZ3118'LOISVILLE, 58.0 KM (36.05 MI) SOUTHWEST OF LEXINGTON, 21.0 KM
 GZ3118'(13.05 MI) WEST OF LAWRENCEBURG AND AT THE EAST END OF TAYLORVILLE
 GZ3118'LAKE AT THE VAN BUREN BOAT RAMP IN A CIRCLAR GRASS ISLAND AT THE WEST
 GZ3118'END OF THE PARKING AREA.  OWNERSHIP--CORPS OF ENGINEERS.
 GZ3118'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 GZ3118'HIGHWAY 248 SOUTHWEST OF LAWRENCEBURG, GO NORTHWEST ON HIGHWAY 248
 GZ3118'FOR 1.35 MI (2.17 KM) TO STATE ROUTE 3358, CONTINUE AHEAD ON HIGHWAY
 GZ3118'248 FOR 2.95 MI (4.75 KM) TO A PAVED ROAD LEFT TO VAN BUREN BOAT
 GZ3118'RAMP.  TURN LEFT AND GO SOUTHWEST FOR 1.7 MI (2.7 KM) TO THE BOAT
 GZ3118'RAMP, TURN RIGHT AND GO WEST 0.1 MI (0.2 KM) TO THE END OF THE
 GZ3118'PARKING AREA AND THE STATION ON THE LEFT, IN THE MIDDLE OF A GRASS
 GZ3118'MEDIAN.
 GZ3118'NOTE--A PIPE GATE WITH PADLOCK AT ENTRANCE TO PARKING AREA, IF GATE IS
 GZ3118'LOCKED, A 0.15 MI (0.24 KM) PACK TO STATION WILL BE NECESSARY.
 GZ3118'LOCATED 17.5 M (57.4 FT) SOUTHEAST FROM THE CENTERLINE OF THE PAVED
 GZ3118'ROAD, 16.6 M (54.5 FT) SOUTH-SOUTHWEST FROM A LIGHT POLE, AND 9.9 M
 GZ3118'(32.5 FT) WEST-NORTHWEST FROM THE EDGE OF PARKING LOT.
 GZ3118
 GZ3118                          STATION RECOVERY (1994)
 GZ3118
 GZ3118'RECOVERED 1994
 GZ3118'RECOVERED IN GOOD CONDITION.
 GZ3118
 GZ3118                          STATION RECOVERY (2001)
 GZ3118
 GZ3118'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (LN)
 GZ3118'RECOVERED IN GOOD CONDITION.
 GZ3118
 GZ3118                          STATION RECOVERY (2002)
 GZ3118
 GZ3118'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GZ3118'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5158 ***********************************************************************
 DF5158  DESIGNATION -  GPS 27 2
 DF5158  PID         -  DF5158
 DF5158  STATE/COUNTY-  KY/CAMPBELL
 DF5158  USGS QUAD   -  DE MOSSVILLE (1981)
 DF5158
 DF5158                         *CURRENT SURVEY CONTROL
 DF5158  ___________________________________________________________________
 DF5158* NAD 83(1993)-  38 51 26.63502(N)    084 23 13.16105(W)     ADJUSTED  
 DF5158* NAVD 88     -       210.8    (meters)     692.     (feet)  GPS OBS   
 DF5158  ___________________________________________________________________
 DF5158  X           -     486,443.968 (meters)                     COMP
 DF5158  Y           -  -4,949,565.915 (meters)                     COMP
 DF5158  Z           -   3,980,112.774 (meters)                     COMP
 DF5158  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DF5158  ELLIP HEIGHT-         176.85  (meters)          (04/07/03) GPS OBS
 DF5158  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 DF5158
 DF5158  HORZ ORDER  -  FIRST
 DF5158  ELLP ORDER  -  THIRD     CLASS I
 DF5158
 DF5158.The horizontal coordinates were established by GPS observations
 DF5158.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 DF5158
 DF5158.The orthometric height was determined by GPS observations and a
 DF5158.high-resolution geoid model.
 DF5158
 DF5158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5158
 DF5158.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5158
 DF5158.The ellipsoidal height was determined by GPS observations
 DF5158.and is referenced to NAD 83.
 DF5158
 DF5158.The geoid height was determined by GEOID03.
 DF5158
 DF5158;                    North         East     Units Scale Factor Converg.
 DF5158;SPC KY1Z     - 1,281,006.391 1,618,311.256   MT  1.00005156   +0 50 12.6
 DF5158;SPC KY1Z     - 4,202,768.47  5,309,409.51   sFT  1.00005156   +0 50 12.6
 DF5158;SPC KY N     -   150,679.599   488,109.517   MT  0.99998521   -0 05 06.8
 DF5158;SPC KY N     -   494,354.65  1,601,405.97   sFT  0.99998521   -0 05 06.8
 DF5158;UTM  16      - 4,304,197.111   726,735.558   MT  1.00023309   +1 38 24.2
 DF5158
 DF5158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5158!SPC KY1Z     -   0.99997225  x   1.00005156  =   1.00002381
 DF5158!SPC KY N     -   0.99997225  x   0.99998521  =   0.99995746
 DF5158!UTM  16      -   0.99997225  x   1.00023309  =   1.00020534
 DF5158
 DF5158                          SUPERSEDED SURVEY CONTROL
 DF5158
 DF5158.No superseded survey control is available for this station.
 DF5158
 DF5158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2673604197(NAD 83)
 DF5158_MARKER: DD = SURVEY DISK
 DF5158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5158_STAMPING: GPS CC-27-2 1986
 DF5158_PROJECTION: FLUSH
 DF5158_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5158+STABILITY: SURFACE MOTION
 DF5158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5158+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2003
 DF5158
 DF5158  HISTORY     - Date     Condition        Report By
 DF5158  HISTORY     - 1986     MONUMENTED       GRWAS
 DF5158  HISTORY     - 20030128 GOOD             WOOLPT
 DF5158
 DF5158                          STATION DESCRIPTION
 DF5158
 DF5158'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (BJM)
 DF5158'THE STATION IS LOCATED APPROXIMATELY 18.15 MI SOUTH-SOUTHEAST OF THE
 DF5158'CITY OF CINCINNATI,
 DF5158'12.9 MI EAST-NORTHEAST OF THE CITY OF CRITTENDEN, AND 5.05 MI NORTH OF
 DF5158'THE COMMUNITY OF
 DF5158'BUTLER, IN THE SOUTH QUADRANT OF US HIGHWAY 27 WITH A GRAVEL DRIVE
 DF5158'CONNECTING TO OLD
 DF5158'US HIGHWAY 27, SOUTHEAST OF THE --ASPEN GROVE LODGE 397-- WHITE BLOCK
 DF5158'BUILDING.
 DF5158'OWNERSHIP-STATE OF KENTUCKY.
 DF5158' 
 DF5158'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 27 WITH STATE
 DF5158'HIGHWAY 10 (MAIN
 DF5158'STREET), IN THE CITY OF ALEXANDRIA, GO 1.30 MI SOUTH ON HIGHWAY 27 TO
 DF5158'THE JUNCTION OF
 DF5158'HIGHWAY 27 WITH STATE HIGHWAY 536 (POND CREEK ROAD) ON THE RIGHT,
 DF5158'CONTINUE 1.35 MI
 DF5158'SOUTH ON HIGHWAY 27 TO THE JUNCTION OF HIGHWAY 27 WITH LICKERT ROAD,
 DF5158'CONTINUE 1.70 MI
 DF5158'SOUTH ON HIGHWAY 27 TO THE JUNCTION OF HIGHWAY 27 WITH CRAFT ROAD,
 DF5158'CONTINUE 0.70 MI
 DF5158'SOUTH ON HIGHWAY 27 TO THE JUNCTION OF HIGHWAY 27 WITH STATE HIGHWAY
 DF5158'824 (RACE TRACK
 DF5158'ROAD) ON THE LEFT, CONTINUE 0.35 MI SOUTH ON HIGHWAY 27 TO THE
 DF5158'JUNCTION OF HIGHWAY 27
 DF5158'WITH HILLVIEW ROAD ON THE RIGHT, CONTINUE 1.30 MI SOUTH ON HIGHWAY 27
 DF5158'TO THE JUNCTION OF
 DF5158'HIGHWAY 27 WITH STATE HIGHWAY 1936 (KENTON STATION ROAD) ON THE RIGHT,
 DF5158'CONTINUE 0.55 MI
 DF5158'SOUTH ON HIGHWAY 27 TO THE STATION ON THE RIGHT. THE STATION IS A
 DF5158'3-INCH ALUMINUM NKAPC
 DF5158'SURVEY DISK STAMPED -GPS CC-27-2 NKAPC 1986-- SET INTO THE TOP OF A
 DF5158'6-INCH DIAMETER
 DF5158'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH HIGHWAY 27.
 DF5158' 
 DF5158'THE STATION IS 21.6 FEET WEST-SOUTHWEST OF THE CENTERLINE OF US
 DF5158'HIGHWAY 27, 74.5 FEET
 DF5158'NORTH-NORTHEAST OF THE CENTERLINE OF OLD US HIGHWAY 27, 33.6 FEET
 DF5158'SOUTH-SOUTHEAST OF
 DF5158'THE CENTERLINE OF CONNECTOR GRAVEL DRIVE, AND 2.8 FEET EAST-NORTHEAST
 DF5158'OF A METAL
 DF5158'POST.
 DF5158' 
 DF5158'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1770 ***********************************************************************
 HA1770  CBN         -  This is a Cooperative Base Network Control Station.
 HA1770  DESIGNATION -  GPS 45
 HA1770  PID         -  HA1770
 HA1770  STATE/COUNTY-  KY/BUTLER
 HA1770  USGS QUAD   -  MORGANTOWN (1973)
 HA1770
 HA1770                         *CURRENT SURVEY CONTROL
 HA1770  ___________________________________________________________________
 HA1770* NAD 83(1993)-  37 14 31.43949(N)    086 41 19.08014(W)     ADJUSTED  
 HA1770* NAVD 88     -       126.1    (meters)     414.     (feet)  GPS OBS   
 HA1770  ___________________________________________________________________
 HA1770  X           -     293,654.122 (meters)                     COMP
 HA1770  Y           -  -5,075,368.147 (meters)                     COMP
 HA1770  Z           -   3,838,871.603 (meters)                     COMP
 HA1770  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 HA1770  ELLIP HEIGHT-          95.34  (meters)          (11/03/04) GPS OBS
 HA1770  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HA1770
 HA1770  HORZ ORDER  -  B
 HA1770  ELLP ORDER  -  THIRD     CLASS I
 HA1770
 HA1770.The horizontal coordinates were established by GPS observations
 HA1770.and adjusted by the National Geodetic Survey in September 1994..
 HA1770
 HA1770.The orthometric height was determined by GPS observations and a
 HA1770.high-resolution geoid model.
 HA1770
 HA1770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1770
 HA1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1770
 HA1770.The ellipsoidal height was determined by GPS observations
 HA1770.and is referenced to NAD 83.
 HA1770
 HA1770.The geoid height was determined by GEOID03.
 HA1770
 HA1770;                    North         East     Units Scale Factor Converg.
 HA1770;SPC KY1Z     - 1,101,273.773 1,416,720.528   MT  0.99996580   -0 34 34.6
 HA1770;SPC KY1Z     - 3,613,095.70  4,648,023.93   sFT  0.99996580   -0 34 34.6
 HA1770;SPC KY S     -   601,259.251   416,722.086   MT  0.99994669   -0 34 09.3
 HA1770;SPC KY S     - 1,972,631.39  1,367,195.71   sFT  0.99994669   -0 34 09.3
 HA1770;UTM  16      - 4,121,771.558   527,616.144   MT  0.99960939   +0 11 18.4
 HA1770
 HA1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1770!SPC KY1Z     -   0.99998504  x   0.99996580  =   0.99995084
 HA1770!SPC KY S     -   0.99998504  x   0.99994669  =   0.99993173
 HA1770!UTM  16      -   0.99998504  x   0.99960939  =   0.99959443
 HA1770
 HA1770                          SUPERSEDED SURVEY CONTROL
 HA1770
 HA1770  ELLIP H (09/07/94)   95.38   (m)                       GP(       ) 4 1
 HA1770
 HA1770.Superseded values are not recommended for survey control.
 HA1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1770.See file dsdata.txt to determine how the superseded data were derived.
 HA1770
 HA1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2761621772(NAD 83)
 HA1770_MARKER: DD = SURVEY DISK
 HA1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1770_SP_SET: CONCRETE POST
 HA1770_STAMPING: GPS 45 1989
 HA1770_MARK LOGO: USE   
 HA1770_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1770+STABILITY: SURFACE MOTION
 HA1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1770+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 HA1770
 HA1770  HISTORY     - Date     Condition        Report By
 HA1770  HISTORY     - 1989     MONUMENTED       USE
 HA1770  HISTORY     - 19931117 GOOD             NGS
 HA1770  HISTORY     - 19940121 GOOD
 HA1770  HISTORY     - 20010925 MARK NOT FOUND   KYDT
 HA1770  HISTORY     - 20021216 GOOD             WOOLPT
 HA1770
 HA1770                          STATION DESCRIPTION
 HA1770
 HA1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HA1770'THE STATION IS LOCATED ABOUT 20 MI (32.2 KM) NORTHWEST OF BOWLING
 HA1770'GREEN, 16.0 MI (25.7 KM) SOUTHWEST OF CANEYVILLE, 1.0 MI (1.6 KM)
 HA1770'NORTH-NORTHEAST OF MORGANTOWN AND NEAR THE U.S. HIGHWAY 231 BRIDGE
 HA1770'OVER GREEN RIVER.  OWNERSHIP--UNKNOWN
 HA1770'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 231 AND STATE
 HA1770'HIGHWAYS 70 WEST ANF 403 NORTH IN NORTH MORGANTOWN, GO NORTH ON U.S.
 HA1770'HIGHWAY 231 FOR 80 FT (24.4 M) TO OLD FERRY DRIVE ON THE RIGHT, TURN
 HA1770'RIGHT AND GO NORTH ON OLD FERRY DRIVE FOR 0.8 MI (1.3 KM) DOWN HILL
 HA1770'TO A DIRT TRACK ROAD ON THE LEFT, TURN LEFT AND GO NORTHWEST FOR 75
 HA1770'FT (22.9 M) TO THE STATION ON THE LEFT IN A PASTURE.
 HA1770'THE STATION IS RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 24.9 M
 HA1770'(81.7 FT) NORTHWEST OF FENCE CORNER AT JUNCTION OF PAVED AND DIRT
 HA1770'ROADS, 20.2 M (66.3 FT) WEST OF THE CENTERLINE OF THE DRIVE AND 3.8 M
 HA1770'(12.5 FT) WEST OF A WITNESS POST IN FENCELINE.
 HA1770
 HA1770                          STATION RECOVERY (1994)
 HA1770
 HA1770'RECOVERED 1994
 HA1770'RECOVERED IN GOOD CONDITION.
 HA1770
 HA1770                          STATION RECOVERY (2001)
 HA1770
 HA1770'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (DP)
 HA1770'MARK NOT FOUND.
 HA1770
 HA1770                          STATION RECOVERY (2002)
 HA1770
 HA1770'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 HA1770'RECOVERED IN GOOD CONDITION.
 HA1770' 
 HA1770'STATION IS LOCATED APPROXIMATELY 23.0 MILES NW OF BOWLING GREEN KY,
 HA1770'15.3 MILES SE OF  BEAVER DAM KY, 1.2 MILES N OF MORGANTOWN, W OF OLD
 HA1770'FERRY ROAD IN A LARGE GRASS FIELD.
 HA1770' 
 HA1770'TO REACH THE STATION FROM THE INTERSECTION OF MAIN ST (US 231, SR 79
 HA1770'AND 403) AND G L SMITH  ST (HWY'S 79, 231, AND 403), IN MORGANTOWN,
 HA1770'SAID INTERSECTION ALSO W CORNER OF BUTLER  COUNTY COURTHOUSE SQUARE.
 HA1770'GO NW 0.3 MILE ON HWY'S 79, 231, AND 403 (G L SMITH ST) TO THE
 HA1770'INTERSECTION OF G L SMITH ST WITH OHIO ST,  CONTINUE NW 0.3 MILE ON
 HA1770'HWY'S 79, 231, AND 403 (G  L SMITH ST) TO THE JUNCTION OF HWY'S 79,
 HA1770'231, AND 403 WITH ST 70 AND 403 TO THE SW, HWY'S 70,  79 AND 231 (G L
 HA1770'SMITH ST) TO THE NW AND OLD FERRY RD TO THE NE.  TURN RIGHT ONTO OLD
 HA1770'FERRY RD AND GO N 0.8 MILE TO STATION ON THE LEFT.  THE STATION IS AN
 HA1770'ALUMINUM ARMY CORP  OF ENGINEERS SURVEY MARK, RECESSED ABOUT 3 CM
 HA1770'BELOW TOP OF 0.3 M DIAMETER CONCRETE  MONUMENT SET FLUSH WITH THE
 HA1770'GROUND AND LEVEL WITH THE ROAD.
 HA1770' 
 HA1770'THE STATION IS 20.0 M W OF THE CL OF PAVED ROAD (OLD US 231) WHICH
 HA1770'ENDS IN GREEN R,  45.3 FT  S OF A GUYED LIGHT POLE (WOODEN), 44.7 M E
 HA1770'OF A FOUND PK NAIL IN E FACE OF LARGE 1 M  DIAMETER OAK TREE IN FENCE
 HA1770'LINE, AND 43.4 M W OF SET RR SPIKE IN W FACE OF N TRUNK OF A 1.5  M
 HA1770'DIAMETER TWIN OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5159 ***********************************************************************
 DF5159  DESIGNATION -  GPS BC 108
 DF5159  PID         -  DF5159
 DF5159  STATE/COUNTY-  KY/BOONE
 DF5159  USGS QUAD   -  VERONA (1981)
 DF5159
 DF5159                         *CURRENT SURVEY CONTROL
 DF5159  ___________________________________________________________________
 DF5159* NAD 83(1993)-  38 46 55.67323(N)    084 39 15.34812(W)     ADJUSTED  
 DF5159* NAVD 88     -       256.6    (meters)     842.     (feet)  GPS OBS   
 DF5159  ___________________________________________________________________
 DF5159  X           -     463,841.287 (meters)                     COMP
 DF5159  Y           -  -4,957,032.086 (meters)                     COMP
 DF5159  Z           -   3,973,631.343 (meters)                     COMP
 DF5159  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 DF5159  ELLIP HEIGHT-         222.75  (meters)          (04/07/03) GPS OBS
 DF5159  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DF5159
 DF5159  HORZ ORDER  -  FIRST
 DF5159  ELLP ORDER  -  THIRD     CLASS I
 DF5159
 DF5159.The horizontal coordinates were established by GPS observations
 DF5159.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 DF5159
 DF5159.The orthometric height was determined by GPS observations and a
 DF5159.high-resolution geoid model.
 DF5159
 DF5159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5159
 DF5159.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5159
 DF5159.The ellipsoidal height was determined by GPS observations
 DF5159.and is referenced to NAD 83.
 DF5159
 DF5159.The geoid height was determined by GEOID03.
 DF5159
 DF5159;                    North         East     Units Scale Factor Converg.
 DF5159;SPC KY1Z     - 1,272,345.442 1,595,210.786   MT  1.00002988   +0 40 21.9
 DF5159;SPC KY1Z     - 4,174,353.34  5,233,620.72   sFT  1.00002988   +0 40 21.9
 DF5159;SPC KY N     -   142,392.440   464,873.892   MT  0.99997714   -0 15 05.3
 DF5159;SPC KY N     -   467,165.86  1,525,173.76   sFT  0.99997714   -0 15 05.3
 DF5159;UTM  16      - 4,295,213.266   703,755.280   MT  1.00011126   +1 28 11.2
 DF5159
 DF5159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5159!SPC KY1Z     -   0.99996505  x   1.00002988  =   0.99999493
 DF5159!SPC KY N     -   0.99996505  x   0.99997714  =   0.99994219
 DF5159!UTM  16      -   0.99996505  x   1.00011126  =   1.00007631
 DF5159
 DF5159                          SUPERSEDED SURVEY CONTROL
 DF5159
 DF5159.No superseded survey control is available for this station.
 DF5159
 DF5159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0375595213(NAD 83)
 DF5159_MARKER: DD = SURVEY DISK
 DF5159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5159_STAMPING: GPS BC-108 1986
 DF5159_PROJECTION: RECESSED 5 CENTIMETERS
 DF5159_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5159+STABILITY: SURFACE MOTION
 DF5159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5159+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF5159
 DF5159  HISTORY     - Date     Condition        Report By
 DF5159  HISTORY     - 1986     MONUMENTED       GRWAS
 DF5159  HISTORY     - 2002     GOOD             WOOLPT
 DF5159
 DF5159                          STATION DESCRIPTION
 DF5159
 DF5159'DESCRIBED BY WOOLPERT CONSULTANTS 2002 (BJM)
 DF5159'THIS STATION IS LOCATED APPROXIMATELY 2.5 MI SOUTH OF THE COMMUNITY OF
 DF5159'VERONA, 2.7 MI
 DF5159'WEST OF THE CITY OF CRITTENDEN AND 4.4 MI SOUTHWEST OF THE COMMUNITY
 DF5159'OF BRACHT, IN THE
 DF5159'EAST QUADRANT OF THE JUNCTION OF STATE HIGHWAY 491 WITH A PAVED
 DF5159'PRIVATE DRIVE FOR THE
 DF5159'RESIDENCE OF --3615 LEBANON ROAD--. OWNERSHIP--STATE OF KENTUCKY.
 DF5159' 
 DF5159'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14, 16 AND
 DF5159'461 (INTERSECTION OF
 DF5159'LEBANON CRITTENDEN ROAD, GLENCOE VERONA ROAD, AND VERONA MUD LICK
 DF5159'ROAD) IN THE
 DF5159'COMMUNITY OF VERONA, GO SOUTHERLY 2.40 MI ON HIGHWAY 461 (LEBANON
 DF5159'CRITTENDEN ROAD) TO
 DF5159'THE JUNCTION OF THE PRIVATE DRIVE AND STATION ON THE LEFT. THE STATION
 DF5159'IS A 3.5-INCH
 DF5159'DIAMETER ALUMINUM NKAPC SURVEY DISK STAMPED --GPS BC-108-- SET INTO
 DF5159'THE TOP OF A 8-INCH
 DF5159'DIAMETER CONCERT POST, RECESSED APPROXIMATELY 2 INCHES BELOW GROUND
 DF5159'AND 6 INCHES
 DF5159'BELOW HIGHWAY 461.
 DF5159' 
 DF5159'THE STATION IS 67.1 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 DF5159'THE EAST MOST
 DF5159'BRICK ENTRANCE PILLAR EAST OF THE PRIVATE DRIVE, 13.35 FEET EAST OF
 DF5159'THE CENTERLINE OF
 DF5159'HIGHWAY 461, 13.0 FEET WEST-SOUTHWEST OF A FENCE POST, 7.8 FEET EAST
 DF5159'OF THE PROJECTED
 DF5159'CENTERLINE OF PRIVATE DRIVE, AND 6.1 FEET NORTHWEST OF TELEPHONE
 DF5159'PEDESTAL 8676.
 DF5159'
 DF5159'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7942 ***********************************************************************
 DF7942  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7942  DESIGNATION -  GR 36308830
 DF7942  PID         -  DF7942
 DF7942  STATE/COUNTY-  KY/CALLOWAY
 DF7942  USGS QUAD   -  LYNN GROVE (1981)
 DF7942
 DF7942                         *CURRENT SURVEY CONTROL
 DF7942  ___________________________________________________________________
 DF7942* NAD 83(1993)-  36 30 05.31370(N)    088 28 55.94147(W)     ADJUSTED  
 DF7942* NAVD 88     -       146.60   (meters)     481.0    (feet)  GPS OBS   
 DF7942  ___________________________________________________________________
 DF7942  X           -     135,964.870 (meters)                     COMP
 DF7942  Y           -  -5,131,388.525 (meters)                     COMP
 DF7942  Z           -   3,773,136.517 (meters)                     COMP
 DF7942  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DF7942  ELLIP HEIGHT-         118.19  (meters)          (09/08/03) GPS OBS
 DF7942  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DF7942
 DF7942  HORZ ORDER  -  B
 DF7942  ELLP ORDER  -  FOURTH    CLASS I
 DF7942
 DF7942.The horizontal coordinates were established by GPS observations
 DF7942.and adjusted by the National Geodetic Survey in September 2003..
 DF7942
 DF7942.The orthometric height was determined by GPS observations and a
 DF7942.high-resolution geoid model using precise GPS observation and
 DF7942.processing techniques.
 DF7942
 DF7942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7942
 DF7942.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7942
 DF7942.The ellipsoidal height was determined by GPS observations
 DF7942.and is referenced to NAD 83.
 DF7942
 DF7942.The geoid height was determined by GEOID03.
 DF7942
 DF7942;                    North         East     Units Scale Factor Converg.
 DF7942;SPC KY1Z     - 1,022,246.096 1,255,211.789   MT  1.00018993   -1 40 38.9
 DF7942;SPC KY1Z     - 3,353,819.07  4,118,140.68   sFT  1.00018993   -1 40 38.9
 DF7942;SPC KY S     -   522,198.978   255,245.147   MT  1.00005017   -1 39 25.1
 DF7942;SPC KY S     - 1,713,247.81    837,416.79   sFT  1.00005017   -1 39 25.1
 DF7942;UTM  16      - 4,040,593.267   367,258.804   MT  0.99981709   -0 52 54.5
 DF7942
 DF7942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7942!SPC KY1Z     -   0.99998145  x   1.00018993  =   1.00017138
 DF7942!SPC KY S     -   0.99998145  x   1.00005017  =   1.00003162
 DF7942!UTM  16      -   0.99998145  x   0.99981709  =   0.99979854
 DF7942
 DF7942                          SUPERSEDED SURVEY CONTROL
 DF7942
 DF7942.No superseded survey control is available for this station.
 DF7942
 DF7942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF6725940593(NAD 83)
 DF7942_MARKER: A = ALUMINUM MARKER
 DF7942_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7942_STAMPING: GR 36308830 2002
 DF7942_MARK LOGO: USACE 
 DF7942_PROJECTION: FLUSH
 DF7942_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7942+STABILITY: POSITION/ELEVATION WELL
 DF7942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7942+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2002
 DF7942_ROD/PIPE-DEPTH: 12.1 meters
 DF7942_SLEEVE-DEPTH  :  0.9 meters
 DF7942
 DF7942  HISTORY     - Date     Condition        Report By
 DF7942  HISTORY     - 20020315 MONUMENTED       USACE
 DF7942
 DF7942                          STATION DESCRIPTION
 DF7942
 DF7942'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7942'MARK IS LOCATED 17.0 MILES (27.4 KILOMETERS) SOUTHWEST OF MURRAN,
 DF7942'KENTUCKY AND 17.0 MILES
 DF7942'(27.4 KILOMETERS) NORTHWEST OF PARIS, TENNESSEE. TO REACH MARK FROM
 DF7942'THE INTERSECTION
 DF7942'OF KENTUCKY STATE HIGHWAY 97, TENNESSEE STATE HIGHWAY 69 AND WEST
 DF7942'STATE LINE ROAD AT
 DF7942'THE TENNESSEE-KENTUCKY STATE LINE 2.5 MILES (4.0 KILOMETERS) SOUTH OF
 DF7942'BELL CITY, KENTUCKY,
 DF7942'TURN LEFT AND PROCEED EAST ALONG WEST STATE LINE ROAD FOR 0.35 MILES
 DF7942'(0.6 KILOMETERS) TO
 DF7942'THE DIRT ROAD ENTRANCE TO DODDS CEMETERY AND THE MARK ON THE LEFT.
 DF7942'MARK IS LOCATED
 DF7942'134.3 FEET (40.9 METERS) NORTH OF WEST STATE LINE ROAD, 265.0 FEET
 DF7942'(80.8 METERS)
 DF7942'SOUTH-SOUTHWEST OF A DODDS FAMILY CEMETERY STONE ON THE SOUTH EDGE OF
 DF7942'THE CEMETERY
 DF7942'62.2 FEET (19.0 METERS) NORTH-NORTHWEST OF A POWER POLE AND 5.6 FEET
 DF7942'(1.7 METERS) SOUTH
 DF7942'OF A CARSONITE WITNESS POST. A STAINLESS STEEL ROD WITH A DRILLED
 DF7942'DATUM POINT ENCASED
 DF7942'IN 1 INCH PVC SET UNDER AN ACCESS COVER STAMPED GR 36308830 2002. MARK
 DF7942'IS RECESSED 10
 DF7942'CENTIMETERS BELOW ACCESS COVER.
 DF7942'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7943 ***********************************************************************
 DF7943  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7943  DESIGNATION -  GR 36308900
 DF7943  PID         -  DF7943
 DF7943  STATE/COUNTY-  KY/FULTON
 DF7943  USGS QUAD   -  CAYCE (1982)
 DF7943
 DF7943                         *CURRENT SURVEY CONTROL
 DF7943  ___________________________________________________________________
 DF7943* NAD 83(1993)-  36 30 11.51491(N)    089 00 27.29968(W)     ADJUSTED  
 DF7943* NAVD 88     -       122.69   (meters)     402.5    (feet)  GPS OBS   
 DF7943  ___________________________________________________________________
 DF7943  X           -      88,904.924 (meters)                     COMP
 DF7943  Y           -  -5,132,286.879 (meters)                     COMP
 DF7943  Z           -   3,773,276.145 (meters)                     COMP
 DF7943  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DF7943  ELLIP HEIGHT-          94.61  (meters)          (09/08/03) GPS OBS
 DF7943  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DF7943
 DF7943  HORZ ORDER  -  B
 DF7943  ELLP ORDER  -  FOURTH    CLASS I
 DF7943
 DF7943.The horizontal coordinates were established by GPS observations
 DF7943.and adjusted by the National Geodetic Survey in September 2003..
 DF7943
 DF7943.The orthometric height was determined by GPS observations and a
 DF7943.high-resolution geoid model using precise GPS observation and
 DF7943.processing techniques.
 DF7943
 DF7943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7943
 DF7943.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7943
 DF7943.The ellipsoidal height was determined by GPS observations
 DF7943.and is referenced to NAD 83.
 DF7943
 DF7943.The geoid height was determined by GEOID03.
 DF7943
 DF7943;                    North         East     Units Scale Factor Converg.
 DF7943;SPC KY1Z     - 1,023,947.714 1,208,165.589   MT  1.00018922   -2 00 00.1
 DF7943;SPC KY1Z     - 3,359,401.79  3,963,789.94   sFT  1.00018922   -2 00 00.1
 DF7943;SPC KY S     -   523,881.922   208,204.850   MT  1.00004973   -1 58 32.2
 DF7943;SPC KY S     - 1,718,769.27    683,085.41   sFT  1.00004973   -1 58 32.2
 DF7943;UTM  16      - 4,041,637.087   320,206.897   MT  0.99999828   -1 11 40.4
 DF7943
 DF7943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7943!SPC KY1Z     -   0.99998515  x   1.00018922  =   1.00017437
 DF7943!SPC KY S     -   0.99998515  x   1.00004973  =   1.00003488
 DF7943!UTM  16      -   0.99998515  x   0.99999828  =   0.99998343
 DF7943
 DF7943                          SUPERSEDED SURVEY CONTROL
 DF7943
 DF7943.No superseded survey control is available for this station.
 DF7943
 DF7943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF2020741637(NAD 83)
 DF7943_MARKER: DD = SURVEY DISK
 DF7943_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7943_STAMPING: GR 36308900 2002
 DF7943_MARK LOGO: USACE 
 DF7943_PROJECTION: FLUSH
 DF7943_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7943+STABILITY: POSITION/ELEVATION WELL
 DF7943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7943+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 DF7943_ROD/PIPE-DEPTH: 10.9 meters
 DF7943_SLEEVE-DEPTH  : 0.9 meters
 DF7943
 DF7943  HISTORY     - Date     Condition        Report By
 DF7943  HISTORY     - 20020315 MONUMENTED       USACE
 DF7943  HISTORY     - 20030714 GOOD             EMCINC
 DF7943
 DF7943                          STATION DESCRIPTION
 DF7943
 DF7943'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7943'MARK IS LOCATED 5.5 MILES (8.9 KILOMETERS) NORTHEAST OF UNION CITY,
 DF7943'TENNESSE. TO REACH
 DF7943'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND TENNESSE STATE
 DF7943'HIGHWAY 21, 1.0 MILE
 DF7943'(1.6 KILOMETERS) NORTH OF UNION CITY, TENNESSEE, PROCEED NORTH ALONG
 DF7943'TENNESSE STATE
 DF7943'HIGHWAY 21 FOR 4.0 MILES (6.4 KILOMETERS) TO THE TENNESSEE-KENTUCKY
 DF7943'STATE LINE AND ITS
 DF7943'INTERSECTIONS WITH KENTUCKY STATE HIGHWAY 116. TURN RIGHT ON KENTUCKY
 DF7943'STATE HIGHWAY
 DF7943'116 AND PROCEED EAST FOR 1.55 MILES (2.5 KILOMETERS) TO ITS JUNCTION
 DF7943'WITH KENTUCKY STATE
 DF7943'HIGHWAY 781 ON THE LEFT AND THE MARK ON THE LEFT. MARK IS LOCATED
 DF7943'130.6 FEET (39.8 METERS)
 DF7943'NORTH OF HIGHWAY 116, 53.5 FEET (16.3 METERS) WEST OF HIGHWAY 781,
 DF7943'13.2 FEET (4.0 METERS)
 DF7943'SOUTHWEST OF A POWER POLE AND CARSONITE WITNESS POST 18.0 FEET (5.5
 DF7943'METERS) SOUTHEAST
 DF7943'OF THE WEST GUY WIRE BASE AND 20.8 FEET (6.3 METERS) NORTHWEST OF THE
 DF7943'SOUTH GUY WIRE
 DF7943'BASE. A STAINLESS STEEL ROD WITH A DRILLED DATUM POINT ENCASED IN 1
 DF7943'INCH PVC SET UNDER
 DF7943'AN ACCESS COVER STAMPED GR 36308900 2002. MARK IS RECESSED 15
 DF7943'CENTIMETERS BELOW ACCESS
 DF7943'COVER.
 DF7943'
 DF7943
 DF7943                          STATION RECOVERY (2003)
 DF7943
 DF7943'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DF7943'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7941 ***********************************************************************
 DF7941  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7941  DESIGNATION -  GR 36308930
 DF7941  PID         -  DF7941
 DF7941  STATE/COUNTY-  KY/FULTON
 DF7941  USGS QUAD   -  HUBBARD LAKE (1982)
 DF7941
 DF7941                         *CURRENT SURVEY CONTROL
 DF7941  ___________________________________________________________________
 DF7941* NAD 83(1993)-  36 30 00.13141(N)    089 29 26.61694(W)     ADJUSTED  
 DF7941* NAVD 88     -        95.68   (meters)     313.9    (feet)  GPS OBS   
 DF7941  ___________________________________________________________________
 DF7941  X           -      45,626.193 (meters)                     COMP
 DF7941  Y           -  -5,133,040.801 (meters)                     COMP
 DF7941  Z           -   3,772,977.794 (meters)                     COMP
 DF7941  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DF7941  ELLIP HEIGHT-          67.23  (meters)          (09/08/03) GPS OBS
 DF7941  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DF7941
 DF7941  HORZ ORDER  -  B
 DF7941  ELLP ORDER  -  FOURTH    CLASS I
 DF7941
 DF7941.The horizontal coordinates were established by GPS observations
 DF7941.and adjusted by the National Geodetic Survey in September 2003..
 DF7941
 DF7941.The orthometric height was determined by GPS observations and a
 DF7941.high-resolution geoid model using precise GPS observation and
 DF7941.processing techniques.
 DF7941
 DF7941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7941
 DF7941.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7941
 DF7941.The ellipsoidal height was determined by GPS observations
 DF7941.and is referenced to NAD 83.
 DF7941
 DF7941.The geoid height was determined by GEOID03.
 DF7941
 DF7941;                    North         East     Units Scale Factor Converg.
 DF7941;SPC KY1Z     - 1,025,219.910 1,164,890.218   MT  1.00019053   -2 17 48.0
 DF7941;SPC KY1Z     - 3,363,575.65  3,821,810.66   sFT  1.00019053   -2 17 48.0
 DF7941;SPC KY S     -   525,134.126   164,934.946   MT  1.00005053   -2 16 07.0
 DF7941;SPC KY S     - 1,722,877.55    541,124.07   sFT  1.00005053   -2 16 07.0
 DF7941;UTM  16      - 4,042,297.339   276,921.672   MT  1.00021316   -1 28 55.8
 DF7941
 DF7941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7941!SPC KY1Z     -   0.99998945  x   1.00019053  =   1.00017998
 DF7941!SPC KY S     -   0.99998945  x   1.00005053  =   1.00003998
 DF7941!UTM  16      -   0.99998945  x   1.00021316  =   1.00020261
 DF7941
 DF7941                          SUPERSEDED SURVEY CONTROL
 DF7941
 DF7941.No superseded survey control is available for this station.
 DF7941
 DF7941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7692242297(NAD 83)
 DF7941_MARKER: DD = SURVEY DISK
 DF7941_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7941_STAMPING: GR 36308930
 DF7941_MARK LOGO: USACE 
 DF7941_PROJECTION: FLUSH
 DF7941_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7941+STABILITY: POSITION/ELEVATION WELL
 DF7941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7941+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 DF7941_ROD/PIPE-DEPTH: 21.9 meters
 DF7941_SLEEVE-DEPTH  : 0.9 meters
 DF7941
 DF7941  HISTORY     - Date     Condition        Report By
 DF7941  HISTORY     - 20020315 MONUMENTED       USACE
 DF7941  HISTORY     - 20030715 GOOD             EMCINC
 DF7941
 DF7941                          STATION DESCRIPTION
 DF7941
 DF7941'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7941'MARK IS LOCATED 8.5 MILES (13.7 KILOMETERS) NORTH OF TIPTONVILLE,
 DF7941'TENNESSEE. TO REACH
 DF7941'MARK FROM INTERSECTION OF TENNESSEE STATE HIGHWAY 78 AND TENNESSEE
 DF7941'STATE HIGHWAY 22
 DF7941'IN TIPTONVILLE, TENNESSEE, PROCEED WEST ALONG TENNESSEE STATE HIGHWAY
 DF7941'22 FOR 0.5 MILES
 DF7941'(0.8 KILOMETERS), THEN NORTH FOR 10.5 MILES (16.9 KILOMETERS) TO THE
 DF7941'TENNESSEE-KENTUCKY
 DF7941'STATE LINE AND A GRAVEL ROAD TO THE RIGHT LEADING TO THE TOP OF THE
 DF7941'MISSISSIPPI RIVER
 DF7941'LEVEE. TURN RIGHT AND PROCEED TO THE TOP OF THE LEVEE. TURN LEFT AND
 DF7941'PROCEED NORTH
 DF7941'ALONG TOP OF LEVEE FOR 0.2 MILES (0.3 KILOMETERS) TO LMP 5/6 AND THE
 DF7941'MARK ON THE LEFT. MARK
 DF7941'IS LOCATED 10.3 FEET (3.1 METERS) WEST OF CENTERLINE OF LEVEE ROAD AND
 DF7941'1.6 FEET (0.5 METERS)
 DF7941'EAST OF LMP 5/6. A STAINLESS STEEL ROD WITH A DRILLED DATUM POINT
 DF7941'ENCASED IN 1 INCH PVC
 DF7941'SET UNDER AN ACCESS COVER STAMPED GR 36308930 2002. MARK IS RECESSED
 DF7941'10 CENTIMETERS
 DF7941'BELOW ACCESS COVER.
 DF7941' 
 DF7941'
 DF7941
 DF7941                          STATION RECOVERY (2003)
 DF7941
 DF7941'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DF7941'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7937 ***********************************************************************
 DF7937  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7937  DESIGNATION -  GR 37008900
 DF7937  PID         -  DF7937
 DF7937  STATE/COUNTY-  KY/BALLARD
 DF7937  USGS QUAD   -  WICKLIFFE (1983)
 DF7937
 DF7937                         *CURRENT SURVEY CONTROL
 DF7937  ___________________________________________________________________
 DF7937* NAD 83(1993)-  36 59 51.50363(N)    089 01 03.34172(W)     ADJUSTED  
 DF7937* NAVD 88     -       141.57   (meters)     464.5    (feet)  GPS OBS   
 DF7937  ___________________________________________________________________
 DF7937  X           -      87,445.488 (meters)                     COMP
 DF7937  Y           -  -5,099,491.562 (meters)                     COMP
 DF7937  Z           -   3,817,252.185 (meters)                     COMP
 DF7937  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 DF7937  ELLIP HEIGHT-         113.34  (meters)          (09/08/03) GPS OBS
 DF7937  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DF7937
 DF7937  HORZ ORDER  -  B
 DF7937  ELLP ORDER  -  FOURTH    CLASS I
 DF7937
 DF7937.The horizontal coordinates were established by GPS observations
 DF7937.and adjusted by the National Geodetic Survey in September 2003..
 DF7937
 DF7937.The orthometric height was determined by GPS observations and a
 DF7937.high-resolution geoid model using precise GPS observation and
 DF7937.processing techniques.
 DF7937
 DF7937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7937
 DF7937.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7937
 DF7937.The ellipsoidal height was determined by GPS observations
 DF7937.and is referenced to NAD 83.
 DF7937
 DF7937.The geoid height was determined by GEOID03.
 DF7937
 DF7937;                    North         East     Units Scale Factor Converg.
 DF7937;SPC KY1Z     - 1,078,820.507 1,209,190.070   MT  1.00002161   -2 00 22.2
 DF7937;SPC KY1Z     - 3,539,430.28  3,967,151.09   sFT  1.00002161   -2 00 22.2
 DF7937;SPC KY S     -   578,749.698   209,205.802   MT  0.99996255   -1 58 54.0
 DF7937;SPC KY S     - 1,898,781.30    686,369.37   sFT  0.99996255   -1 58 54.0
 DF7937;UTM  16      - 4,096,513.252   320,466.464   MT  0.99999709   -1 12 52.1
 DF7937
 DF7937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7937!SPC KY1Z     -   0.99998221  x   1.00002161  =   1.00000382
 DF7937!SPC KY S     -   0.99998221  x   0.99996255  =   0.99994476
 DF7937!UTM  16      -   0.99998221  x   0.99999709  =   0.99997930
 DF7937
 DF7937                          SUPERSEDED SURVEY CONTROL
 DF7937
 DF7937.No superseded survey control is available for this station.
 DF7937
 DF7937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF2046696513(NAD 83)
 DF7937_MARKER: A = ALUMINUM MARKER
 DF7937_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7937_STAMPING: GR 37008900 2002
 DF7937_MARK LOGO: USACE 
 DF7937_PROJECTION: FLUSH
 DF7937_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7937+STABILITY: POSITION/ELEVATION WELL
 DF7937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7937+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2002
 DF7937_ROD/PIPE-DEPTH:  7.9 meters
 DF7937_SLEEVE-DEPTH  :  0.9 meters
 DF7937
 DF7937  HISTORY     - Date     Condition        Report By
 DF7937  HISTORY     - 20020325 MONUMENTED       USACE
 DF7937
 DF7937                          STATION DESCRIPTION
 DF7937
 DF7937'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7937'MARK IS LOCATED 5.0 MILES (8.0 KILOMETERS) EAST OF WICKLIFFE,
 DF7937'KENTUCKY. TO REACH THE MARK
 DF7937'FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND KENTUCKY HIGHWAY 121 AT
 DF7937'THE COURTHOUSE IN
 DF7937'WICKLIFFE, KENTUCKY PROCEED EAST ALONG KENTUCKY STATE HIGHWAY 121 FOR
 DF7937'0.35 MILES (0.6
 DF7937'KILOMETERS) TO ITS JUNCTION WITH KENTUCKY STATE HIGHWAY 286 ON THE
 DF7937'LEFT. BEAR LEFT AND
 DF7937'PROCEED EAST ALONG KENTUCKY STATE HIGHWAY 286 FOR 4.2 MILES (6.8
 DF7937'KILOMETERS) TO NORTH
 DF7937'BALLAND CHURCH ROAD ON THE LEFT. TURN LEFT AND PROCEED NORTH ALONG
 DF7937'NORTH BALLAND
 DF7937'CHURCH ROAD FOR 1.75 MILES (2.8 KILOMETERS) AND THE MARK ON THE RIGHT.
 DF7937'MARK IS LOCATED
 DF7937'44.0 FEET (13.4 METERS) NORTHEAST OF A GRAVEL DRIVEWAY LEADING TO A
 DF7937'METAL RESIDENCE, 11.5
 DF7937'FEET (3.5 METERS) EAST OF THE CENTER OF A METAL GATE TO A PASTURE,
 DF7937'17.5 FEET (5.3 METERS)
 DF7937'NORTH OF THE CENTERLINE OF NORTH BALLAND CHURCH ROAD AND 2.4 FEET (0.8
 DF7937'METERS) SOUTH
 DF7937'OF A FENCE AND CARSONITE WITNESS POST. A STAINLESS STEEL ROD WITH A
 DF7937'DRILLED DATUM POINT
 DF7937'UNDER AN ACCESS COVER STAMPED GR 37008900 2002. MARK IS RECESSED 7
 DF7937'CENTIMETERS UNDER
 DF7937'AN ACCESS COVER.
 DF7937' 
 DF7937'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0816 ***********************************************************************
 HY0816  DESIGNATION -  GR ELEV WCMI
 HY0816  PID         -  HY0816
 HY0816  STATE/COUNTY-  KY/BOYD
 HY0816  USGS QUAD   -  CATLETTSBURG (1985)
 HY0816
 HY0816                         *CURRENT SURVEY CONTROL
 HY0816  ___________________________________________________________________
 HY0816* NAD 83(1986)-  38 26 42.     (N)    082 36 26.     (W)     SCALED    
 HY0816* NAVD 88     -       165.776  (meters)     543.88   (feet)  ADJUSTED  
 HY0816  ___________________________________________________________________
 HY0816  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY0816  DYNAMIC HT  -         165.667 (meters)     543.53  (feet)  COMP
 HY0816  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 HY0816
 HY0816  VERT ORDER  -  FIRST     CLASS II
 HY0816
 HY0816.The horizontal coordinates were scaled from a topographic map and have
 HY0816.an estimated accuracy of +/- 6 seconds.
 HY0816
 HY0816.The orthometric height was determined by differential leveling
 HY0816.and adjusted by the National Geodetic Survey in June 1991..
 HY0816
 HY0816.The geoid height was determined by GEOID03.
 HY0816
 HY0816.The dynamic height is computed by dividing the NAVD 88
 HY0816.geopotential number by the normal gravity value computed on the
 HY0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0816.degrees latitude (g = 980.6199 gals.).
 HY0816
 HY0816.The modeled gravity was interpolated from observed gravity values.
 HY0816
 HY0816;                    North         East    Units  Estimated Accuracy
 HY0816;SPC KY1Z     - 1,238,980.    1,774,300.      MT  (+/- 180 meters Scaled)
 HY0816
 HY0816                          SUPERSEDED SURVEY CONTROL
 HY0816
 HY0816  NGVD 29 (??/??/92)  165.96   (m)          544.5    (f) COMPUTED    1 2
 HY0816
 HY0816.Superseded values are not recommended for survey control.
 HY0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0816.See file dsdata.txt to determine how the superseded data were derived.
 HY0816
 HY0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC597564(NAD 83)
 HY0816_MARKER: Z = SEE DESCRIPTION
 HY0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0816_SP_SET: TOWER LEG BASE
 HY0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0816
 HY0816  HISTORY     - Date     Condition        Report By
 HY0816  HISTORY     - UNK      MONUMENTED       CGS
 HY0816  HISTORY     - 1956     GOOD             NGS
 HY0816
 HY0816                          STATION DESCRIPTION
 HY0816
 HY0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0816'3.5 MI SE FROM ASHLAND.
 HY0816'ROD HELD ON THE TOP OF THE EXTREME SOUTHWEST CORNER OF CONCRETE
 HY0816'BASE OF WEST LEG OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1728 ***********************************************************************
 GC1728  DESIGNATION -  GRACEY
 GC1728  PID         -  GC1728
 GC1728  STATE/COUNTY-  KY/TRIGG
 GC1728  USGS QUAD   -  GRACEY (1974)
 GC1728
 GC1728                         *CURRENT SURVEY CONTROL
 GC1728  ___________________________________________________________________
 GC1728* NAD 83(1993)-  36 52 57.11671(N)    087 40 44.01629(W)     ADJUSTED  
 GC1728* NAVD 88     -       161.023  (meters)     528.29   (feet)  ADJUSTED  
 GC1728  ___________________________________________________________________
 GC1728  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 GC1728  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC1728  DYNAMIC HT  -         160.897 (meters)     527.88  (feet)  COMP
 GC1728  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 GC1728
 GC1728  HORZ ORDER  -  THIRD
 GC1728  VERT ORDER  -  FIRST     CLASS I
 GC1728
 GC1728.The horizontal coordinates were established by classical geodetic methods
 GC1728.and adjusted by the National Geodetic Survey in December 1995..
 GC1728
 GC1728.The orthometric height was determined by differential leveling
 GC1728.and adjusted by the National Geodetic Survey in June 1991..
 GC1728
 GC1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1728
 GC1728.The geoid height was determined by GEOID03.
 GC1728
 GC1728.The dynamic height is computed by dividing the NAVD 88
 GC1728.geopotential number by the normal gravity value computed on the
 GC1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1728.degrees latitude (g = 980.6199 gals.).
 GC1728
 GC1728.The modeled gravity was interpolated from observed gravity values.
 GC1728
 GC1728;                    North         East     Units Scale Factor Converg.
 GC1728;SPC KY1Z     - 1,062,731.177 1,328,045.156   MT  1.00005410   -1 11 03.4
 GC1728;SPC KY1Z     - 3,486,643.87  4,357,094.82   sFT  1.00005410   -1 11 03.4
 GC1728;SPC KY S     -   562,701.874   328,058.241   MT  0.99997627   -1 10 11.3
 GC1728;SPC KY S     - 1,846,131.06  1,076,304.41   sFT  0.99997627   -1 10 11.3
 GC1728;UTM  16      - 4,082,056.560   439,501.539   MT  0.99964509   -0 24 26.9
 GC1728
 GC1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1728!SPC KY1Z     -   0.99997933  x   1.00005410  =   1.00003343
 GC1728!SPC KY S     -   0.99997933  x   0.99997627  =   0.99995560
 GC1728!UTM  16      -   0.99997933  x   0.99964509  =   0.99962443
 GC1728
 GC1728|---------------------------------------------------------------------|
 GC1728| PID    Reference Object                     Distance      Geod. Az  |
 GC1728|                                                           dddmmss.s |
 GC1728| GC1729 GRACEY RM 1                           8.799 METERS 05339     |
 GC1728| GC1727 GRACEY RM 2                           9.758 METERS 14045     |
 GC1728| GC2661 TT 7 TWC USGS 1953                  255.217 METERS 14623     |
 GC1728| GC1806 ROCKY RIDGE                         APPROX. 5.5 KM 2632424.8 |
 GC1728|---------------------------------------------------------------------|
 GC1728
 GC1728                          SUPERSEDED SURVEY CONTROL
 GC1728
 GC1728  NAD 83(1986)-  36 52 57.12575(N)    087 40 44.01886(W) AD(       ) 3
 GC1728  NAD 27      -  36 52 56.95000(N)    087 40 43.97000(W) AD(       ) 3
 GC1728  NGVD 29 (??/??/92)  161.097  (m)          528.53   (f) ADJ UNCH    1 1
 GC1728
 GC1728.Superseded values are not recommended for survey control.
 GC1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1728.See file dsdata.txt to determine how the superseded data were derived.
 GC1728
 GC1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3950282057(NAD 83)
 GC1728_MARKER: DS = TRIANGULATION STATION DISK
 GC1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1728_STAMPING: GRACEY 1953
 GC1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1728+STABILITY: SURFACE MOTION
 GC1728
 GC1728  HISTORY     - Date     Condition        Report By
 GC1728  HISTORY     - 1953     MONUMENTED       CGS
 GC1728  HISTORY     - 1967     GOOD             CGS
 GC1728  HISTORY     - 1968     GOOD             NGS
 GC1728
 GC1728                          STATION DESCRIPTION
 GC1728
 GC1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC1728'STATION IS LOCATED ABOUT 0.8 MILE W OF GRACEY ON PROPERTY OWNED BY
 GC1728'MR. LESTER HITE.  IT IS 54 FEET WEST OF THE NORTHWEST CORNER OF A
 GC1728'FRAME HOUSE, 51 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL
 GC1728'BUILDING AND 4.7 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK IS
 GC1728'FLUSH AND THE DISK IS STAMPED GRACEY 1953.
 GC1728'
 GC1728'REFERENCE MARK NO. 1 IS 36 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GC1728'HOUSE AND 1 FOOT WEST OF A FENCE CORNER.  THE MARK IS FLUSH AND
 GC1728'THE DISK IS STAMPED GRACEY NO. 1 1953.
 GC1728'
 GC1728'REFERENCE MARK NO. 2 IS 32 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 GC1728'HOUSE, 12 FEET EAST OF THE CENTER OF DRIVEWAY AND 1 FOOT WEST OF A
 GC1728'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED GRACEY NO. 2
 GC1728'1953.
 GC1728'
 GC1728'TT 7 TWC (USGS) BM WAS USED AS AN AZIMUTH MARK.  IT IS 46 FEET
 GC1728'NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 68 AND STATE
 GC1728'HIGHWAY 128 AND 38 FEET EAST OF THE SOUTHWEST FORK OF HIGHWAY 128.
 GC1728'THE MARK IS A 6X6 INCH CONCRETE POST THAT PROJECTS 2 INCHES WITH
 GC1728'A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT 7 TWC
 GC1728'1949.
 GC1728'
 GC1728'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC1728'HIGHWAY 117 IN GRACEY, GO WEST ON U.S. HIGHWAY 68 FOR 0.8 MILE TO
 GC1728'THE JUNCTION OF STATE HIGHWAY 128 AND TT 7 TWC (USGS) BM AS
 GC1728'DESCRIBED.  CONTINUE WEST ON HIGHWAY 68 FOR 0.1 MILE TO A DRIVEWAY
 GC1728'RIGHT, TURN RIGHT AND GO 0.15 MILE TO A FRAME HOUSE AND STATION AS
 GC1728'DESCRIBED.
 GC1728'
 GC1728'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC1728
 GC1728                          STATION RECOVERY (1967)
 GC1728
 GC1728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HB)
 GC1728'STATION RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.  A
 GC1728'BUILDING HAS BEEN ERECTED ON LINE BETWEEN STATION AND AZIMUTH MARK.
 GC1728'
 GC1728'TO REACH IS ADEQUATE.
 GC1728'
 GC1728'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
 GC1728
 GC1728                          STATION RECOVERY (1968)
 GC1728
 GC1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC1728'1.6 MI W FROM GRACEY.
 GC1728'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1728'STATION AT GRACEY, THENCE 1.3 MILES WEST ALONG U.S. HIGHWAY 68
 GC1728'AND STATE HIGHWAY 80, THENCE 0.1 MILE NORTH ALONG A PRIVATE
 GC1728'DRIVEWAY, 8 1/2 FEET WEST OF THE CENTERLINE OF A TRAIL ROAD,
 GC1728'60 1/2 FEET WEST OF THE NORTHWEST CORNER OF THE RESIDENCE OF
 GC1728'MR. JIM LANE, 71 FEET NORTHWEST OF A 32-INCH OAK TREE, 4 1/2 FEET
 GC1728'SOUTHEAST OF A CORNER FENCE POST, 3 FEET EAST OF A FENCE, 32.02
 GC1728'FEET NORTHWEST AND ACROSS THE TRAIL ROAD FROM GRACEY R.M. 2,
 GC1728'28.86 FEET SOUTHWEST OF GRACEY R.M. 1, 0.25 MILE NORTHWEST OF
 GC1728'BENCH MARK TT 7 TWC (USGS), ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GC1728'TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 GC1728'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1729 ***********************************************************************
 GC1729  DESIGNATION -  GRACEY RM 1
 GC1729  PID         -  GC1729
 GC1729  STATE/COUNTY-  KY/TRIGG
 GC1729  USGS QUAD   -  GRACEY (1974)
 GC1729
 GC1729                         *CURRENT SURVEY CONTROL
 GC1729  ___________________________________________________________________
 GC1729* NAD 83(1986)-  36 52 56.     (N)    087 40 43.     (W)     SCALED    
 GC1729* NAVD 88     -       161.378  (meters)     529.45   (feet)  ADJUSTED  
 GC1729  ___________________________________________________________________
 GC1729  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC1729  DYNAMIC HT  -         161.253 (meters)     529.04  (feet)  COMP
 GC1729  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 GC1729
 GC1729  VERT ORDER  -  FIRST     CLASS I
 GC1729
 GC1729.The horizontal coordinates were scaled from a topographic map and have
 GC1729.an estimated accuracy of +/- 6 seconds.
 GC1729
 GC1729.The orthometric height was determined by differential leveling
 GC1729.and adjusted by the National Geodetic Survey in June 1991..
 GC1729
 GC1729.The geoid height was determined by GEOID03.
 GC1729
 GC1729.The dynamic height is computed by dividing the NAVD 88
 GC1729.geopotential number by the normal gravity value computed on the
 GC1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1729.degrees latitude (g = 980.6199 gals.).
 GC1729
 GC1729.The modeled gravity was interpolated from observed gravity values.
 GC1729
 GC1729;                    North         East    Units  Estimated Accuracy
 GC1729;SPC KY1Z     - 1,062,700.    1,328,070.      MT  (+/- 180 meters Scaled)
 GC1729
 GC1729                          SUPERSEDED SURVEY CONTROL
 GC1729
 GC1729  NGVD 29 (??/??/92)  161.453  (m)          529.70   (f) ADJ UNCH    1 1
 GC1729
 GC1729.Superseded values are not recommended for survey control.
 GC1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1729.See file dsdata.txt to determine how the superseded data were derived.
 GC1729
 GC1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF395820(NAD 83)
 GC1729_MARKER: DR = REFERENCE MARK DISK
 GC1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1729_STAMPING: GRACEY NO 1 1953
 GC1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1729+STABILITY: SURFACE MOTION
 GC1729
 GC1729  HISTORY     - Date     Condition        Report By
 GC1729  HISTORY     - 1953     MONUMENTED       CGS
 GC1729  HISTORY     - 1968     GOOD             NGS
 GC1729
 GC1729                          STATION DESCRIPTION
 GC1729
 GC1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1729'1.6 MI W FROM GRACEY.
 GC1729'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GC1729'THE STATION AT GRACEY, THENCE 1.3 MILES WEST ALONG U.S. HIGHWAY
 GC1729'68 AND STATE HIGHWAY 80, THENCE 0.1 MILE NORTH ALONG A PRIVATE
 GC1729'DRIVEWAY, 42 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GC1729'RESIDENCE OF MR. JIM LANE, 21 FEET NORTHEAST OF THE CENTER OF A
 GC1729'WOODEN GATE, 13 1/2 FEET SOUTH OF A CORNER FENCE POST, 1 FOOT
 GC1729'WEST OF A WOODEN FENCE, 28.86 FEET NORTHEAST OF TRIANGULATION
 GC1729'STATION GRACEY 1953, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 GC1729'LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1727 ***********************************************************************
 GC1727  DESIGNATION -  GRACEY RM 2
 GC1727  PID         -  GC1727
 GC1727  STATE/COUNTY-  KY/TRIGG
 GC1727  USGS QUAD   -  GRACEY (1974)
 GC1727
 GC1727                         *CURRENT SURVEY CONTROL
 GC1727  ___________________________________________________________________
 GC1727* NAD 83(1986)-  36 52 56.     (N)    087 40 43.     (W)     SCALED    
 GC1727* NAVD 88     -       161.195  (meters)     528.85   (feet)  ADJUSTED  
 GC1727  ___________________________________________________________________
 GC1727  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC1727  DYNAMIC HT  -         161.069 (meters)     528.44  (feet)  COMP
 GC1727  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 GC1727
 GC1727  VERT ORDER  -  FIRST     CLASS I
 GC1727
 GC1727.The horizontal coordinates were scaled from a topographic map and have
 GC1727.an estimated accuracy of +/- 6 seconds.
 GC1727
 GC1727.The orthometric height was determined by differential leveling
 GC1727.and adjusted by the National Geodetic Survey in June 1991..
 GC1727
 GC1727.The geoid height was determined by GEOID03.
 GC1727
 GC1727.The dynamic height is computed by dividing the NAVD 88
 GC1727.geopotential number by the normal gravity value computed on the
 GC1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1727.degrees latitude (g = 980.6199 gals.).
 GC1727
 GC1727.The modeled gravity was interpolated from observed gravity values.
 GC1727
 GC1727;                    North         East    Units  Estimated Accuracy
 GC1727;SPC KY1Z     - 1,062,700.    1,328,070.      MT  (+/- 180 meters Scaled)
 GC1727
 GC1727                          SUPERSEDED SURVEY CONTROL
 GC1727
 GC1727  NGVD 29 (??/??/92)  161.269  (m)          529.10   (f) ADJ UNCH    1 1
 GC1727
 GC1727.Superseded values are not recommended for survey control.
 GC1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1727.See file dsdata.txt to determine how the superseded data were derived.
 GC1727
 GC1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF395820(NAD 83)
 GC1727_MARKER: DR = REFERENCE MARK DISK
 GC1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1727_STAMPING: GRACEY NO 2 1953
 GC1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1727+STABILITY: SURFACE MOTION
 GC1727
 GC1727  HISTORY     - Date     Condition        Report By
 GC1727  HISTORY     - 1953     MONUMENTED       CGS
 GC1727  HISTORY     - 1968     GOOD             NGS
 GC1727
 GC1727                          STATION DESCRIPTION
 GC1727
 GC1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1727'1.6 MI W FROM GRACEY.
 GC1727'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1727'STATION AT GRACEY, THENCE 1.3 MILES WEST ALONG U.S. HIGHWAY 68
 GC1727'AND STATE HIGHWAY 80, THENCE 0.1 MILE NORTH ALONG A PRIVATE
 GC1727'DRIVEWAY, 12 1/2 FEET EAST OF THE CENTERLINE OF A TRAIL ROAD,
 GC1727'37 1/2 FEET WEST OF THE SOUTHWEST CORNER OF THE RESIDENCE OF
 GC1727'MR. JIM LANE, 40 FEET NORTHWEST OF A 32-INCH OAK TREE, 3 INCHES
 GC1727'EAST OF A WOODEN FENCE, 32.02 FEET SOUTHEAST AND ACROSS THE TRAIL
 GC1727'ROAD FROM TRIANGULATION STATION GRACEY 1953, ABOUT 2 FEET ABOVE
 GC1727'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GC1727'ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1503 ***********************************************************************
 GZ1503  DESIGNATION -  GRADYVILLE
 GZ1503  PID         -  GZ1503
 GZ1503  STATE/COUNTY-  KY/ADAIR
 GZ1503  USGS QUAD   -  GRADYVILLE (1973)
 GZ1503
 GZ1503                         *CURRENT SURVEY CONTROL
 GZ1503  ___________________________________________________________________
 GZ1503* NAD 83(1993)-  37 04 27.51438(N)    085 24 51.39591(W)     ADJUSTED  
 GZ1503* NAVD 88     -       273.737  (meters)     898.09   (feet)  ADJUSTED  
 GZ1503  ___________________________________________________________________
 GZ1503  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 GZ1503  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GZ1503  DYNAMIC HT  -         273.520 (meters)     897.37  (feet)  COMP
 GZ1503  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 GZ1503
 GZ1503  HORZ ORDER  -  THIRD
 GZ1503  VERT ORDER  -  FIRST     CLASS I
 GZ1503
 GZ1503.The horizontal coordinates were established by classical geodetic methods
 GZ1503.and adjusted by the National Geodetic Survey in December 1995..
 GZ1503
 GZ1503.The orthometric height was determined by differential leveling
 GZ1503.and adjusted by the National Geodetic Survey in June 1991..
 GZ1503
 GZ1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1503
 GZ1503.The geoid height was determined by GEOID03.
 GZ1503
 GZ1503.The dynamic height is computed by dividing the NAVD 88
 GZ1503.geopotential number by the normal gravity value computed on the
 GZ1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1503.degrees latitude (g = 980.6199 gals.).
 GZ1503
 GZ1503.The modeled gravity was interpolated from observed gravity values.
 GZ1503
 GZ1503;                    North         East     Units Scale Factor Converg.
 GZ1503;SPC KY1Z     - 1,082,291.195 1,529,854.192   MT  1.00000217   +0 12 22.0
 GZ1503;SPC KY1Z     - 3,550,817.03  5,019,196.63   sFT  1.00000217   +0 12 22.0
 GZ1503;SPC KY S     -   582,281.749   529,852.804   MT  0.99995563   +0 12 13.0
 GZ1503;SPC KY S     - 1,910,369.37  1,738,358.74   sFT  0.99995563   +0 12 13.0
 GZ1503;UTM  16      - 4,104,291.912   640,958.970   MT  0.99984477   +0 57 22.0
 GZ1503
 GZ1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1503!SPC KY1Z     -   0.99996196  x   1.00000217  =   0.99996413
 GZ1503!SPC KY S     -   0.99996196  x   0.99995563  =   0.99991759
 GZ1503!UTM  16      -   0.99996196  x   0.99984477  =   0.99980673
 GZ1503
 GZ1503|---------------------------------------------------------------------|
 GZ1503| PID    Reference Object                     Distance      Geod. Az  |
 GZ1503|                                                           dddmmss.s |
 GZ1503| GZ1504 GRADYVILLE RM 1                      12.924 METERS 01709     |
 GZ1503| GZ2719 COLUMBIA RADIO STA WAIN MAST        APPROX.12.6 KM 0730606.3 |
 GZ1503| GZ2718 COLUMBIA MUNICIPAL WATER TANK       APPROX.10.8 KM 0734334.2 |
 GZ1503| CG7913 GRADYVILLE AZ MK 3                                 1374817.5 |
 GZ1503| GZ1501 GRADYVILLE AZ MK                                   1395648.7 |
 GZ1503| CG7912 GRADYVILLE AZ MK RESET                             1442303.1 |
 GZ1503| GZ1505 GRADYVILLE RM 2                      18.578 METERS 29001     |
 GZ1503|---------------------------------------------------------------------|
 GZ1503
 GZ1503                          SUPERSEDED SURVEY CONTROL
 GZ1503
 GZ1503  NAD 83(1986)-  37 04 27.52331(N)    085 24 51.40452(W) AD(       ) 3
 GZ1503  NAD 27      -  37 04 27.30500(N)    085 24 51.52800(W) AD(       ) 3
 GZ1503  NGVD 29 (??/??/92)  273.893  (m)          898.60   (f) ADJ UNCH    1 1
 GZ1503
 GZ1503.Superseded values are not recommended for survey control.
 GZ1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1503.See file dsdata.txt to determine how the superseded data were derived.
 GZ1503
 GZ1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4095904292(NAD 83)
 GZ1503_MARKER: DS = TRIANGULATION STATION DISK
 GZ1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1503_STAMPING: GRADYVILLE 1951 898.597
 GZ1503_MARK LOGO: CGS   
 GZ1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1503+STABILITY: SURFACE MOTION
 GZ1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1503+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2004
 GZ1503
 GZ1503  HISTORY     - Date     Condition        Report By
 GZ1503  HISTORY     - 1951     MONUMENTED       CGS
 GZ1503  HISTORY     - 1953     GOOD             CGS
 GZ1503  HISTORY     - 1958     GOOD             CGS
 GZ1503  HISTORY     - 1965     GOOD             CGS
 GZ1503  HISTORY     - 1968     GOOD             CGS
 GZ1503  HISTORY     - 1968     GOOD             CGS
 GZ1503  HISTORY     - 20040421 GOOD             KYDT
 GZ1503
 GZ1503                          STATION DESCRIPTION
 GZ1503
 GZ1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ1503'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF COLUMBIA AND 0.25 MILE
 GZ1503'NORTH OF STATE HIGHWAY 80 ON LAND OWNED BY MR. E.S.MOSS. IT
 GZ1503'IS SET IN THE BARN YARD, 43 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 GZ1503'BARN, 24 FEET SOUTHEAST OF THE CENTER OF FARM ROAD INTO BARN YARD,
 GZ1503'5 FEET NORTHWEST OF A WHITE WITNESS POST AND 3.5 FEET WEST OF FENCE
 GZ1503'LINE. THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS
 GZ1503'STAMPED---GRADYVILLE 1951.
 GZ1503'
 GZ1503'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF GATE POST AND 1 FOOT SOUTH OF
 GZ1503'THE SOUTHEAST CORNER OF THE BARN. THE MARK IS SET FLUSH WITH THE
 GZ1503'GROUND AND THE DISK STAMPED---GRADYVILLE NO 1 1951.
 GZ1503'
 GZ1503'REFERENCE MARK NO. 2 IS 54 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GZ1503'THE BARN AND 29 FEET SOUTHWEST OF THE CENTER OF FARM ROAD. THE
 GZ1503'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS
 GZ1503'STAMPED---GRADYVILLE NO 2 1951.
 GZ1503'
 GZ1503'THE AZIMUTH MARK IS 100 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 80,
 GZ1503'32 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF FRAME STORE BUILDING, 7
 GZ1503'FEET NORTH OF HEDGE ROW AND 2 FEET NORTH OF A WHITE WITNESS POST. THE
 GZ1503'MARK PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED---GRADYVILLE 1951.
 GZ1503'
 GZ1503'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 61 AND 80 AT
 GZ1503'THE SOUTHWEST SIDE OF THE COURTHOUSE SQUARE IN COLUMBIA, GO
 GZ1503'SOUTHWEST ON HIGHWAY 61 AND 80 FOR 2.9 MILES TO WHERE HIGHWAY 80
 GZ1503'TURNS RIGHT AND HIGHWAY 61 CONTINUES STRAIGHT AHEAD, TURN RIGHT
 GZ1503'AND GO SOUTHWEST ON HIGHWAY 80 FOR 4.15 MILES TO FRAME STORE BUILDING
 GZ1503'ON THE LEFT AND AZIMUTH MARK AS DESCRIBED, CONTINUE SOUTHWEST ON
 GZ1503'HIGHWAY FOR ABOUT 150 FEET TO GRAVELED SIDE ROAD RIGHT, TURN RIGHT
 GZ1503'AND FOLLOW GRAVELED ROAD WEST FOR 0.2 MILE TO THE HOME OF MR. MOSS
 GZ1503'ON THE LEFT AND GATE INTO BARN YARD STRAIGHT AHEAD, PASS THROUGH GATE
 GZ1503'INTO BARN YARD AND STATION ON THE RIGHT AS DESCRIBED.
 GZ1503'
 GZ1503'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 GZ1503
 GZ1503                          STATION RECOVERY (1953)
 GZ1503
 GZ1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GZ1503'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GZ1503'GOOD CONDITION. THE OLD DESCRIPTION IS ADEQUATE.
 GZ1503'
 GZ1503'BY THE REQUEST OF THE LAND OWNER THE AZIMUTH MARK WAS MOVED. A NEW
 GZ1503'AZIMUTH MARK WAS ESTABLISHED. A DESCRIPTION TO THE NEW AZIMUTH
 GZ1503'MARK FOLLOWS.
 GZ1503'
 GZ1503'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION. IT IS 122 FEET
 GZ1503'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME BUILDING, 105 FEET SOUTH
 GZ1503'OF THE CENTER OF STATE HIGHWAY 80, 9 FEET SOUTHWEST OF A POWERLINE
 GZ1503'POLE, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 GZ1503'HEDGE ROW. THE MARK PROJECTS 4 INCHES AND THE DISK IS
 GZ1503'STAMPED---GRADYVILLE 1951 RESET 1953.
 GZ1503'
 GZ1503'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON GRAVEL
 GZ1503'ROAD FOR 0.2 MILE TO STATE HIGHWAY 80, TURN LEFT AND GO 0.05 MILE TO
 GZ1503'THE AZIMUTH MARK ON THE SOUTH SIDE OF HIGHWAY AS DESCRIBED.
 GZ1503
 GZ1503                          STATION RECOVERY (1958)
 GZ1503
 GZ1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 GZ1503'TRIANGULATION DESCRIPTION WAS NOT AVAILABLE AT THIS TIME. ALL MARKS
 GZ1503'WERE RECOVERED IN GOOD CONDITION, AND THE ELEVATION WAS STAMPED ON
 GZ1503'ALL MARKS. THERE WAS NO AZIMUTH.
 GZ1503
 GZ1503                          STATION RECOVERY (1965)
 GZ1503
 GZ1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GZ1503'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GZ1503'CONDITION.  THE AZIMUTH MARK RESET 1953 WAS IN AN AREA OF GRADING
 GZ1503'OPERATIONS AND HAD TO BE MOVED.  A NEW AZIMUTH MARK GRADYVILLE 1951
 GZ1503'RESET 1965 WAS ESTABLISHED.  DUE TO DRILLING EQUIPMENT WHICH
 GZ1503'CLUTTERED THE AREA, THE DISTANCE MEASUREMENTS FROM THE STATION TO
 GZ1503'THE REFERENCE MARKS COULD NOT BE ACCURATELY MEASURED FOR A CHECK.
 GZ1503'
 GZ1503'DUE TO CHANGES IN THE AREA, A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GZ1503'
 GZ1503'THE STATION IS LOCATED ON THE PROPERTY OF MR. C. R. MOSS ABOUT 6
 GZ1503'MILES SOUTHWEST OF COLUMBIA, 1-1/4 MILES NORTHEAST OF THE SMALL
 GZ1503'COMMUNITY OF GRADYVILLE, AND 1/4 MILE NORTH OF STATE ROUTE 80.
 GZ1503'
 GZ1503'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 61 AND 80
 GZ1503'AT THE WEST SIDE OF THE ADAIR COUNTY COURTHOUSE SQUARE IN COLUMBIA,
 GZ1503'GO SOUTHWEST ON STATE ROUTES 61 AND 80 FOR 2.9 MILES TO WHERE
 GZ1503'STATE ROUTE 80 BEARS RIGHT AND STATE ROUTE 61 CONTINUES STRAIGHT
 GZ1503'AHEAD.  HERE KEEP RIGHT, SOUTHWESTERLY, ON STATE ROUTE 80 FOR
 GZ1503'4.15 MILES TO THE E. S. MOSS GROCERY STORE ON THE LEFT AND THE
 GZ1503'AZIMUTH MARK AS DESCRIBED.  CONTINUE SOUTHWESTERLY ON STATE
 GZ1503'ROUTE 80 FOR ABOUT 150 FEET TO A GRAVELED ROAD RIGHT, TURN
 GZ1503'RIGHT AND FOLLOW THIS GRAVELED ROAD NORTHWEST AND NORTH FOR 0.25
 GZ1503'MILE TO THE FARM HOME OF MR. C. R. MOSS ON THE LEFT, AND THE
 GZ1503'STATION AS DESCRIBED.
 GZ1503'
 GZ1503'THE STATION IS 53 FEET EAST OF THE NORTHEAST CORNER OF A TOOL SHED,
 GZ1503'43 FEET SOUTH OF THE SOUTHEAST CORNER OF A LARGE BARN, 7 FEET NORTH
 GZ1503'OF AN 18-INCH TREE, 4 FEET WEST OF A FENCE, AND 0.7 FOOT WEST OF A
 GZ1503'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GZ1503'OF A 12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE
 GZ1503'SURFACE OF THE GROUND AND THE DISK IS
 GZ1503'STAMPED---GRADYVILLE 1951 898.597.
 GZ1503'
 GZ1503'REFERENCE MARK NO. 1 IS 14.5 FEET EAST OF THE CENTER OF A BARN DOOR,
 GZ1503'1.5 FEET WEST OF THE SOUTHEAST CORNER OF A LARGE BARN AND 0.9 FOOT
 GZ1503'SOUTH OF THE SOUTH EDGE OF THE BARN.  IT IS A STANDARD DISK SET IN
 GZ1503'THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GZ1503'SURFACE OF THE GROUND AND THE DISK IS
 GZ1503'STAMPED---GRADYVILLE NO 1 1951 897.052.
 GZ1503'
 GZ1503'REFERENCE MARK NO. 2 IS NOW LOCATED IN THE FLOOR OF A MACHINE SHED,
 GZ1503'11 FEET SOUTHWEST OF THE INSIDE NORTHEAST CORNER OF THE SHED, 10
 GZ1503'FEET SOUTH OF THE INSIDE NORTHWALL OF THE SHED, 9 FEET NORTHWEST OF
 GZ1503'THE INSIDE SOUTHEAST CORNER OF THE SHED, 7.2 FEET WEST OF THE
 GZ1503'CENTER DIVIDER OF A DOUBLE DOOR, AND 5 FEET NORTH OF THE INSIDE
 GZ1503'SOUTH WALL OF THE SHED.  A STANDARD DISK SET IN THE TOP OF A
 GZ1503'12-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 GZ1503'SHED FLOOR AND THE DISK IS STAMPED---GRADYVILLE NO 2 1951 900.136.
 GZ1503'
 GZ1503'A HORIZONTAL DISTANCE MEASUREMENT COULD NOT BE MADE BETWEEN THE
 GZ1503'REFERENCE MARKS.
 GZ1503'
 GZ1503'THE AZIMUTH MARK IS IN THE CONCRETE SLAB NORTH OF THE E. S. MOSS
 GZ1503'GROCERY STORE, 10.5 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 GZ1503'CONCRETE SLAB, 1.2 FEET NORTH OF THE NORTHWEST CORNER OF THE STORE
 GZ1503'BUILDING, AND 0.7 FOOT EAST OF THE WEST EDGE OF THE CONCRETE SLAB.
 GZ1503'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE FLUSH WITH THE
 GZ1503'SURFACE OF A 14-INCH, THICK CONCRETE SLAB AND THE DISK IS
 GZ1503'STAMPED---GRADYVILLE 1951 RESET 1965.
 GZ1503
 GZ1503                          STATION RECOVERY (1968)
 GZ1503
 GZ1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 GZ1503'THE STATION MARK, STAMPED GRADYVILLE 1951 898.579, IS ABOUT 0.5 MILE
 GZ1503'SOUTHWEST ALONG BURKESVILLE STREET WHICH IS STATE HIGHWAY 80 FROM
 GZ1503'THE ADAIR COUNTY COURTHOUSE AT COLUMBIA, THENCE 2.3 MILES SOUTHWEST
 GZ1503'ALONG STATE HIGHWAY 61 AND 80, THENCE 4.15 MILES SOUTHWEST ALONG
 GZ1503'STATE HIGHWAY 80, THENCE 0.25 MILE NORTHWEST ALONG A PRIVATE
 GZ1503'GRAVELED ROAD, 21 FEET EAST OF THE CENTERLINE OF THE ROAD, 43 FEET
 GZ1503'SOUTH OF THE SOUTH CORNER OF A WOODEN BARN, 7-1/2 FEET NORTH OF
 GZ1503'AN 18-INCH TREE, 4-1/2 FEET WEST OF A FENCE, 0.8 FOOT WEST OF A
 GZ1503'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT 4
 GZ1503'INCHES BELOW THE SURFACE OF THE GROUND.
 GZ1503'
 GZ1503'R.M. 1, STAMPED GRADYVILLE NO 1 897.052 1951, IS 42.40 FEET NORTH
 GZ1503'OF THE STATION MARK, 44 FEET EAST OF THE CENTERLINE OF THE ROAD, 2
 GZ1503'FEET WEST OF THE SOUTH CORNER OF A WOODEN BARN, AND SET IN THE TOP
 GZ1503'OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 GZ1503'
 GZ1503'R.M. 2, STAMPED GRADYVILLE NO 2 900.136 1951, IS 60.95 FEET WEST OF
 GZ1503'THE STATION MARK, INSIDE OF THE WOODEN PORTION OF A BUILDING, 27
 GZ1503'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 9 FEET SOUTHWEST OF
 GZ1503'THE NORTHEAST WOODEN WALL OF THE BUILDING, 5 FEET NORTHEAST OF AN
 GZ1503'INTERIOR CINDER BLOCK WALL OF THE BUILDING, 7 FEET NORTHWEST OF
 GZ1503'THE SOUTHEAST WALL OF THE BUILDING, ABOUT LEVEL WITH THE ROAD, AND
 GZ1503'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE DIRT FLOOR
 GZ1503'OF THE BUILDING.
 GZ1503'
 GZ1503'THE AZIMUTH MARK, STAMPED GRADYVILLE 1951 RESET 1965, IS 0.25 MILE
 GZ1503'SOUTHEAST ALONG A PRIVATE GRAVELED ROAD FROM THE STATION MARK, SET
 GZ1503'IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE FLOOR OF A PORCH ON
 GZ1503'A STORE AND A TEXACO SERVICE STATION, 45 FEET SOUTHEAST OF THE
 GZ1503'CENTERLINE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GZ1503'
 GZ1503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.2 MILES
 GZ1503'SOUTHWEST.
 GZ1503
 GZ1503                          STATION RECOVERY (1968)
 GZ1503
 GZ1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 GZ1503'7.2 MI SW FROM COLUMBIA.
 GZ1503'ABOUT 0.5 MILE SOUTHWEST ALONG BURKESVILLE STREET, WHICH IS
 GZ1503'STATE HIGHWAY 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA,
 GZ1503'THENCE 2.3 MILES SOUTHWEST ALONG STATE HIGHWAYS 61 AND 80, THENCE
 GZ1503'4.15 MILES SOUTHWEST ALONG STATE HIGHWAY 80, THENCE 0.25 MILE
 GZ1503'NORTHWEST ALONG A PRIVATE GRAVELED ROAD, 21 FEET EAST OF THE
 GZ1503'CENTERLINE OF THE ROAD, 43 FEET SOUTH OF THE SOUTH CORNER OF A
 GZ1503'WOODEN BARN, 7 1/2 FEET NORTH OF AN 18-INCH TREE, 4 1/2 FEET
 GZ1503'WEST OF A FENCE, 42.20 FEET SOUTH OF GRADYVILLE R.M. 1, 60.95
 GZ1503'FEET WEST OF GRADYVILLE R.M. 2, 0.8 FOOT WEST OF A METAL WITNESS
 GZ1503'POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES BELOW
 GZ1503'THE SURFACE OF THE GROUND.
 GZ1503
 GZ1503                          STATION RECOVERY (2004)
 GZ1503
 GZ1503'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GZ1503'STATION MARK AND RM 1 WERE FOUND IN GOOD CONDITION.
 GZ1503'RM 2 WAS SEARCHED FOR BUT NOT FOUND.
 GZ1503'ACCORDING TO PROPERTY OWNER, THE AZIMUTH MARK WAS DESTROYED WHEN THE
 GZ1503'UNDERGROUND GAS TANKS AT OLD SERVICE STATION SITE WERE TAKEN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1504 ***********************************************************************
 GZ1504  DESIGNATION -  GRADYVILLE RM 1
 GZ1504  PID         -  GZ1504
 GZ1504  STATE/COUNTY-  KY/ADAIR
 GZ1504  USGS QUAD   -  GRADYVILLE (1973)
 GZ1504
 GZ1504                         *CURRENT SURVEY CONTROL
 GZ1504  ___________________________________________________________________
 GZ1504* NAD 83(1986)-  37 04 27.     (N)    085 24 51.     (W)     SCALED    
 GZ1504* NAVD 88     -       273.271  (meters)     896.56   (feet)  ADJUSTED  
 GZ1504  ___________________________________________________________________
 GZ1504  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GZ1504  DYNAMIC HT  -         273.054 (meters)     895.84  (feet)  COMP
 GZ1504  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 GZ1504
 GZ1504  VERT ORDER  -  FIRST     CLASS I
 GZ1504
 GZ1504.The horizontal coordinates were scaled from a topographic map and have
 GZ1504.an estimated accuracy of +/- 6 seconds.
 GZ1504
 GZ1504.The orthometric height was determined by differential leveling
 GZ1504.and adjusted by the National Geodetic Survey in June 1991..
 GZ1504
 GZ1504.The geoid height was determined by GEOID03.
 GZ1504
 GZ1504.The dynamic height is computed by dividing the NAVD 88
 GZ1504.geopotential number by the normal gravity value computed on the
 GZ1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1504.degrees latitude (g = 980.6199 gals.).
 GZ1504
 GZ1504.The modeled gravity was interpolated from observed gravity values.
 GZ1504
 GZ1504;                    North         East    Units  Estimated Accuracy
 GZ1504;SPC KY1Z     - 1,082,280.    1,529,860.      MT  (+/- 180 meters Scaled)
 GZ1504
 GZ1504                          SUPERSEDED SURVEY CONTROL
 GZ1504
 GZ1504  NGVD 29 (??/??/92)  273.426  (m)          897.07   (f) ADJ UNCH    1 1
 GZ1504
 GZ1504.Superseded values are not recommended for survey control.
 GZ1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1504.See file dsdata.txt to determine how the superseded data were derived.
 GZ1504
 GZ1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG409042(NAD 83)
 GZ1504_MARKER: DR = REFERENCE MARK DISK
 GZ1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1504_STAMPING: GRADYVILLE NO 1 897.052 1951
 GZ1504_MARK LOGO: CGS   
 GZ1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1504+STABILITY: SURFACE MOTION
 GZ1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1504+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2004
 GZ1504
 GZ1504  HISTORY     - Date     Condition        Report By
 GZ1504  HISTORY     - 1951     MONUMENTED       CGS
 GZ1504  HISTORY     - 1968     GOOD             CGS
 GZ1504  HISTORY     - 20040421 GOOD             KYDT
 GZ1504
 GZ1504                          STATION DESCRIPTION
 GZ1504
 GZ1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1504'7.2 MI SW FROM COLUMBIA.
 GZ1504'ABOUT 0.5 MILE SOUTHWEST ALONG BURKESVILLE STREET WHICH IS
 GZ1504'STATE HIGHWAY 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA,
 GZ1504'THENCE 2.3 MILES SOUTHWEST ALONG STATE HIGHWAYS 61 AND 80,
 GZ1504'THENCE 4.15 MILES SOUTHWEST ALONG STATE HIGHWAY 80, THENCE 0.25
 GZ1504'MILE NORTHWEST ALONG A PRIVATE GRAVELED ROAD, 44 FEET EAST OF THE
 GZ1504'CENTERLINE OF THE ROAD, 2 FEET WEST OF THE SOUTH CORNER OF A
 GZ1504'WOODEN BAR, 42.40 FEET NORTH OF TRIANGULATION STATION GRADYVILLE,
 GZ1504'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 GZ1504
 GZ1504                          STATION RECOVERY (2004)
 GZ1504
 GZ1504'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GZ1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1505 ***********************************************************************
 GZ1505  DESIGNATION -  GRADYVILLE RM 2
 GZ1505  PID         -  GZ1505
 GZ1505  STATE/COUNTY-  KY/ADAIR
 GZ1505  USGS QUAD   -  GRADYVILLE (1973)
 GZ1505
 GZ1505                         *CURRENT SURVEY CONTROL
 GZ1505  ___________________________________________________________________
 GZ1505* NAD 83(1986)-  37 04 27.     (N)    085 24 51.     (W)     SCALED    
 GZ1505* NAVD 88     -       274.211  (meters)     899.64   (feet)  POSTED    
 GZ1505  ___________________________________________________________________
 GZ1505  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GZ1505  DYNAMIC HT  -         273.990 (meters)     898.92  (feet)  COMP
 GZ1505  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 GZ1505
 GZ1505  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GZ1505
 GZ1505.The horizontal coordinates were scaled from a topographic map and have
 GZ1505.an estimated accuracy of +/- 6 seconds.
 GZ1505
 GZ1505.The orthometric height was determined by differential leveling
 GZ1505.and adjusted by the National Geodetic Survey in 1992..
 GZ1505.No vertical observational check was made to the station.
 GZ1505.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GZ1505.was located on a no-check spur therefore a value was not computed.
 GZ1505
 GZ1505.The geoid height was determined by GEOID03.
 GZ1505
 GZ1505.The dynamic height is computed by dividing the NAVD 88
 GZ1505.geopotential number by the normal gravity value computed on the
 GZ1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1505.degrees latitude (g = 980.6199 gals.).
 GZ1505
 GZ1505.The modeled gravity was interpolated from observed gravity values.
 GZ1505
 GZ1505;                    North         East    Units  Estimated Accuracy
 GZ1505;SPC KY1Z     - 1,082,280.    1,529,860.      MT  (+/- 180 meters Scaled)
 GZ1505
 GZ1505                          SUPERSEDED SURVEY CONTROL
 GZ1505
 GZ1505  NGVD 29 (??/??/92)  274.362  (m)          900.14   (f) ADJ UNCH    1 2
 GZ1505
 GZ1505.Superseded values are not recommended for survey control.
 GZ1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1505.See file dsdata.txt to determine how the superseded data were derived.
 GZ1505
 GZ1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG409042(NAD 83)
 GZ1505_MARKER: DR = REFERENCE MARK DISK
 GZ1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1505_STAMPING: GRADYVILLE NO 2 1951 900.136
 GZ1505_MARK LOGO: CGS   
 GZ1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1505+STABILITY: SURFACE MOTION
 GZ1505
 GZ1505  HISTORY     - Date     Condition        Report By
 GZ1505  HISTORY     - 1951     MONUMENTED       CGS
 GZ1505  HISTORY     - 1968     GOOD             CGS
 GZ1505  HISTORY     - 20040421 MARK NOT FOUND   KYDT
 GZ1505
 GZ1505                          STATION DESCRIPTION
 GZ1505
 GZ1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1505'7.2 MI SW FROM COLUMBIA.
 GZ1505'ABOUT 0.5 MILE SOUTHWEST ALONG BURKESVILLE STREET WHICH IS
 GZ1505'STATE HIGHWAY 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA,
 GZ1505'THENCE 2.3 MILES SOUTHWEST ALONG STATE HIGHWAYS 61 AND 80,
 GZ1505'THENCE 4.15 MILES SOUTHWEST ALONG STATE HIGHWAY 80, THENCE
 GZ1505'0.25 MILE NORTHWEST ALONG A PRIVATE GRAVELED ROAD, 27 FEET
 GZ1505'NORTHWEST OF THE CENTERLINE OF THE ROAD, INSIDE OF THE WOODEN
 GZ1505'PORTION OF A BUILDING, 9 FEET SOUTHWEST OF THE NORTHEAST WOODEN
 GZ1505'WALL OF THE BUILDING, 5 FEET NORTHEAST OF AN INTERIOR CINDER BLOCK
 GZ1505'WALL OF THE BUILDING, 7 FEET NORTHWEST OF THE SOUTHEAST WALL
 GZ1505'OF THE BUILDING, 60.95 FEET WEST OF TRIANGULATION STATION
 GZ1505'GRADYVILLE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 GZ1505'CONCRETE POST ABOUT LEVEL WITH THE DIRT FLOOR OF THE BUILDING.
 GZ1505
 GZ1505                          STATION RECOVERY (2004)
 GZ1505
 GZ1505'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GZ1505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2433 ***********************************************************************
 HY2433  DESIGNATION -  GRANGE CITY
 HY2433  PID         -  HY2433
 HY2433  STATE/COUNTY-  KY/FLEMING
 HY2433  USGS QUAD   -  COLFAX (1975)
 HY2433
 HY2433                         *CURRENT SURVEY CONTROL
 HY2433  ___________________________________________________________________
 HY2433* NAD 83(1993)-  38 13 26.32094(N)    083 40 00.54068(W)     ADJUSTED  
 HY2433* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 HY2433  ___________________________________________________________________
 HY2433  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 HY2433  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY2433
 HY2433  HORZ ORDER  -  SECOND
 HY2433
 HY2433.The horizontal coordinates were established by classical geodetic methods
 HY2433.and adjusted by the National Geodetic Survey in December 1995..
 HY2433
 HY2433.The orthometric height was scaled from a topographic map.
 HY2433
 HY2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2433
 HY2433.The geoid height was determined by GEOID03.
 HY2433
 HY2433;                    North         East     Units Scale Factor Converg.
 HY2433;SPC KY1Z     - 1,211,865.761 1,682,384.065   MT  0.99992329   +1 16 44.4
 HY2433;SPC KY1Z     - 3,975,929.58  5,519,621.72   sFT  0.99992329   +1 16 44.4
 HY2433;SPC KY N     -    80,520.721   551,064.409   MT  0.99997105   +0 21 46.0
 HY2433;SPC KY N     -   264,175.07  1,807,950.48   sFT  0.99997105   +0 21 46.0
 HY2433;UTM  17      - 4,234,029.184   266,554.574   MT  1.00027121   -1 39 02.9
 HY2433
 HY2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2433!SPC KY1Z     -   0.99996265  x   0.99992329  =   0.99988594
 HY2433!SPC KY N     -   0.99996265  x   0.99997105  =   0.99993370
 HY2433!UTM  17      -   0.99996265  x   1.00027121  =   1.00023385
 HY2433
 HY2433|---------------------------------------------------------------------|
 HY2433| PID    Reference Object                     Distance      Geod. Az  |
 HY2433|                                                           dddmmss.s |
 HY2433| DB9838 GRANGE CITY RM 1                     13.850 METERS 00525     |
 HY2433| DB9837 GRANGE CITY AZ MK                                  0490851.1 |
 HY2433| HY2417 SAN                                 APPROX.15.3 KM 0610509.1 |
 HY2433| DB9839 GRANGE CITY RM 2                      9.672 METERS 18624     |
 HY2433|---------------------------------------------------------------------|
 HY2433
 HY2433                          SUPERSEDED SURVEY CONTROL
 HY2433
 HY2433  NAD 83(1986)-  38 13 26.32748(N)    083 40 00.54796(W) AD(       ) 2
 HY2433  NAD 27      -  38 13 26.04200(N)    083 40 00.85500(W) AD(       ) 2
 HY2433
 HY2433.Superseded values are not recommended for survey control.
 HY2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2433.See file dsdata.txt to determine how the superseded data were derived.
 HY2433
 HY2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6655534029(NAD 83)
 HY2433_MARKER: DS = TRIANGULATION STATION DISK
 HY2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2433
 HY2433  HISTORY     - Date     Condition        Report By
 HY2433  HISTORY     - 1953     MONUMENTED       CGS
 HY2433
 HY2433                          STATION DESCRIPTION
 HY2433
 HY2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2433'STATION IS LOCATED ABOUT 14 MILES SOUTH OF FLEMINGSBURG, 1-1/2 MILES
 HY2433'SOUTH OF GRANGE CITY AND IS ON PROPERTY OWNED BY DALE LEWIS.  IT IS
 HY2433'35 FEET NORTH OF A 16 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 HY2433'NORTH SIDE, 5 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST
 HY2433'OF A HEDGE ROW.  THE MARK IS FLUSH AND THE DISK IS STAMPED GRANGE
 HY2433'CITY 1953.
 HY2433'
 HY2433'REFERENCE MARK NO.1 IS 2 FEET WEST OF THE HEDGE ROW.  THE MARK
 HY2433'PROJECTS 2 INCHES AND THE DISK IS STAMPED GRANGE CITY NO 1 1953.
 HY2433'
 HY2433'REFERENCE MARK NO.2 IS 6 FEET NORTHWEST OF THE TRIANGLE BLAZED OAK
 HY2433'TREE AND 1 FOOT WEST OF THE HEDGE ROW.  THE MARK PROJECTS 2 INCHES
 HY2433'AND THE DISK IS STAMPED GRANGE CITY NO 2 1953.
 HY2433'
 HY2433'AZIMUTH MARK IS 68 FEET WEST OF A GRAVEL Y INTERSECTION, 17 FEET
 HY2433'SOUTH OF THE CENTER OF A GRAVEL ROAD AND 3 FEET WEST OF A WHITE
 HY2433'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HY2433'GRANGE CITY 1953.
 HY2433'
 HY2433'TO REACH THE STATION FROM THE POST OFFICE IN FLEMINGSBURG, GO
 HY2433'SOUTHEAST ON STATE HIGHWAY 32 FOR 3.2 MILES TO THE JUNCTION WITH
 HY2433'STATE HIGHWAY 111, TURN RIGHT AND GO SOUTH ON HIGHWAY 111 FOR 11.25
 HY2433'MILES TO A SIDE ROAD LEFT AND A LARGE FRAME BUILDING IN THE VILLAGE
 HY2433'OF GRANGE CITY.  TURN LEFT AND GO SOUTH FOR 0.9 MILE TO A SIDE ROAD
 HY2433'RIGHT, TURN RIGHT ON GRAVEL ROAD FOR 0.6 MILE TO FORK AND THE
 HY2433'AZIMUTH MARK WEST OF THIS INTERSECTION AS DESCRIBED.  TAKE RIGHT FORK
 HY2433'FOR 0.1 MILE TO A FARM LANE LEFT, TURN LEFT FOR 0.05 MILE TO THE TOP
 HY2433'OF RIDGE AND THE STATION AS DESCRIBED.
 HY2433'
 HY2433'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3023 ***********************************************************************
 GZ3023  DESIGNATION -  GRANITE POST CROSS ON TOP 1935
 GZ3023  PID         -  GZ3023
 GZ3023  STATE/COUNTY-  KY/MERCER
 GZ3023  USGS QUAD   -  HARRODSBURG (1987)
 GZ3023
 GZ3023                         *CURRENT SURVEY CONTROL
 GZ3023  ___________________________________________________________________
 GZ3023* NAD 83(1993)-  37 45 20.84037(N)    084 50 48.30453(W)     ADJUSTED  
 GZ3023* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 GZ3023  ___________________________________________________________________
 GZ3023  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 GZ3023  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GZ3023
 GZ3023  HORZ ORDER  -  SECOND
 GZ3023
 GZ3023.The horizontal coordinates were established by classical geodetic methods
 GZ3023.and adjusted by the National Geodetic Survey in December 1995..
 GZ3023
 GZ3023.The orthometric height was scaled from a topographic map.
 GZ3023
 GZ3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3023
 GZ3023.The geoid height was determined by GEOID03.
 GZ3023
 GZ3023;                    North         East     Units Scale Factor Converg.
 GZ3023;SPC KY1Z     - 1,158,252.645 1,579,588.291   MT  0.99990715   +0 33 16.4
 GZ3023;SPC KY1Z     - 3,800,033.89  5,182,365.92   sFT  0.99990715   +0 33 16.4
 GZ3023;SPC KY S     -   658,239.880   579,593.516   MT  0.99997242   +0 32 52.0
 GZ3023;SPC KY S     - 2,159,575.34  1,901,549.73   sFT  0.99997242   +0 32 52.0
 GZ3023;SPC KY N     -    28,562.211   447,410.869   MT  1.00003861   -0 22 16.4
 GZ3023;SPC KY N     -    93,707.85  1,467,880.49   sFT  1.00003861   -0 22 16.4
 GZ3023;UTM  16      - 4,180,902.871   689,685.965   MT  1.00004319   +1 19 07.8
 GZ3023
 GZ3023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3023!SPC KY1Z     -   0.99996081  x   0.99990715  =   0.99986796
 GZ3023!SPC KY S     -   0.99996081  x   0.99997242  =   0.99993323
 GZ3023!SPC KY N     -   0.99996081  x   1.00003861  =   0.99999942
 GZ3023!UTM  16      -   0.99996081  x   1.00004319  =   1.00000400
 GZ3023
 GZ3023                          SUPERSEDED SURVEY CONTROL
 GZ3023
 GZ3023  NAD 83(1986)-  37 45 20.84944(N)    084 50 48.31026(W) AD(       ) 2
 GZ3023  NAD 27      -  37 45 20.56500(N)    084 50 48.48300(W) AD(       ) 2
 GZ3023
 GZ3023.Superseded values are not recommended for survey control.
 GZ3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3023.See file dsdata.txt to determine how the superseded data were derived.
 GZ3023
 GZ3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG8968680903(NAD 83)
 GZ3023_MARKER: V = STONE MONUMENT
 GZ3023_SETTING: 0 = UNSPECIFIED SETTING
 GZ3023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ3023
 GZ3023  HISTORY     - Date     Condition        Report By
 GZ3023  HISTORY     - 1935     MONUMENTED       CGS
 GZ3023
 GZ3023                          STATION DESCRIPTION
 GZ3023
 GZ3023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ3023'SEE STATION HARRODSBURG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3360 ***********************************************************************
 GY3360  DESIGNATION -  GRASSY KNOB
 GY3360  PID         -  GY3360
 GY3360  STATE/COUNTY-  KY/ESTILL
 GY3360  USGS QUAD   -  CLAY CITY (1966)
 GY3360
 GY3360                         *CURRENT SURVEY CONTROL
 GY3360  ___________________________________________________________________
 GY3360* NAD 83(1993)-  37 46 55.62026(N)    083 58 40.39917(W)     ADJUSTED  
 GY3360* NAVD 88     -       453.     (meters)    1486.     (feet)  SCALED    
 GY3360  ___________________________________________________________________
 GY3360  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 GY3360  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GY3360
 GY3360  HORZ ORDER  -  SECOND
 GY3360
 GY3360.The horizontal coordinates were established by classical geodetic methods
 GY3360.and adjusted by the National Geodetic Survey in December 1995..
 GY3360
 GY3360.The orthometric height was scaled from a topographic map.
 GY3360
 GY3360.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3360
 GY3360.The geoid height was determined by GEOID03.
 GY3360
 GY3360;                    North         East     Units Scale Factor Converg.
 GY3360;SPC KY1Z     - 1,162,271.389 1,656,084.275   MT  0.99990629   +1 05 16.8
 GY3360;SPC KY1Z     - 3,813,218.72  5,433,336.49   sFT  0.99990629   +1 05 16.8
 GY3360;SPC KY S     -   662,245.503   656,095.368   MT  0.99997590   +1 04 29.0
 GY3360;SPC KY S     - 2,172,717.12  2,152,539.55   sFT  0.99997590   +1 04 29.0
 GY3360;SPC KY N     -    31,349.535   523,971.506   MT  1.00003305   +0 10 09.4
 GY3360;SPC KY N     -   102,852.60  1,719,063.18   sFT  1.00003305   +0 10 09.4
 GY3360;UTM  17      - 4,185,818.366   237,747.977   MT  1.00044720   -1 49 31.7
 GY3360;UTM  16      - 4,185,943.442   766,147.458   MT  1.00047256   +1 51 09.4
 GY3360
 GY3360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3360!SPC KY1Z     -   0.99993401  x   0.99990629  =   0.99984031
 GY3360!SPC KY S     -   0.99993401  x   0.99997590  =   0.99990992
 GY3360!SPC KY N     -   0.99993401  x   1.00003305  =   0.99996706
 GY3360!UTM  17      -   0.99993401  x   1.00044720  =   1.00038118
 GY3360!UTM  16      -   0.99993401  x   1.00047256  =   1.00040654
 GY3360
 GY3360|---------------------------------------------------------------------|
 GY3360| PID    Reference Object                     Distance      Geod. Az  |
 GY3360|                                                           dddmmss.s |
 GY3360| DB9844 GRASSY KNOB RM 1                                   13224     |
 GY3360| DB9845 GRASSY KNOB RM 2                                   23714     |
 GY3360| DB9843 GRASSY KNOB AZ MK                                  3215632.8 |
 GY3360|---------------------------------------------------------------------|
 GY3360
 GY3360                          SUPERSEDED SURVEY CONTROL
 GY3360
 GY3360  NAD 83(1986)-  37 46 55.62653(N)    083 58 40.40584(W) AD(       ) 2
 GY3360  NAD 27      -  37 46 55.33400(N)    083 58 40.68000(W) AD(       ) 2
 GY3360
 GY3360.Superseded values are not recommended for survey control.
 GY3360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3360.See file dsdata.txt to determine how the superseded data were derived.
 GY3360
 GY3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB3774885818(NAD 83)
 GY3360_MARKER: DS = TRIANGULATION STATION DISK
 GY3360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3360_SP_SET: PREFABRICATED CONCRETE POST
 GY3360
 GY3360  HISTORY     - Date     Condition        Report By
 GY3360  HISTORY     - 1951     MONUMENTED       CGS
 GY3360
 GY3360                          STATION DESCRIPTION
 GY3360
 GY3360'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GY3360'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF STANTON AND 6 MILES
 GY3360'NORTH OF IRVINE ON THE HIGHEST POINT OF A PROMINENT TIMBERED KNOLL
 GY3360'AND ON LAND OWNED BY MR. C.B. EMBS.  IT IS 15 FEET SOUTHWEST OF A
 GY3360'TRIANGULAR BLAZED 8 INCH PINE TREE AND 5 FEET WEST OF
 GY3360'WHITE WITNESS POST.  THE MARK IS A 6 INCH CAST IRON PIPE FILLED
 GY3360'WITH CONCRETE PROJECTING 10 INCHES AND THE DISK
 GY3360'STAMPED GRASSY KNOB 1951.
 GY3360'
 GY3360'REFERENCE MARK NO. 1 IS SET ON THE SOUTH SLOPE OF THE KNOLL ABOUT 6
 GY3360'FEET LOWER IN ELEVATION THAN STATION MARK.  THE MARK IS A 4 INCH CAST
 GY3360'IRON PIPE FILLED WITH CONCRETE PROJECTING 6 INCHES AND THE DISK
 GY3360'STAMPED GRASSY KNOB NO 1 1951.
 GY3360'
 GY3360'REFERENCE MARK NO. 2 IS SET ON THE WEST SLOPE OF THE KNOLL ABOUT 5
 GY3360'FEET LOWER IN ELEVATION THAN STATION MARK.  THE MARK IS A 4 INCH
 GY3360'CAST IRON PIPE FILLED WITH CONCRETE PROJECTING ABOUT 4 INCHES AND THE
 GY3360'DISK STAMPED GRASSY KNOB NO 2 1951.
 GY3360'
 GY3360'THE AZIMUTH MARK IS SET IN CONCRETE IN DRILL HOLE IN CONCRETE GUARD
 GY3360'RAIL OF BRIDGE OVER SMALL CREEK.  IT IS IN THE EAST END OF THE SOUTH
 GY3360'GUARD RAIL 10 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 82.  THE
 GY3360'DISK IS SET FLUSH WITH THE CONCRETE SURFACE AND STAMPED
 GY3360'GRASSY KNOB 1951.
 GY3360'
 GY3360'TO REACH THE STATION FROM THE COURTHOUSE IN IRVINE, GO NORTH ON STATE
 GY3360'HIGHWAY NO. 89 FOR 6.6 MILES TO JUNCTION WITH STATE HIGHWAY NO.
 GY3360'82, TURN RIGHT AND GO NORTHEAST ON STATE HIGHWAY NO. 82 FOR 1.6 MILES
 GY3360'TO AZIMUTH MARK IN EAST END OF CONCRETE GUARD RAIL IN BRIDGE AS
 GY3360'DESCRIBED, CONTINUE NORTHEAST ON HIGHWAY FOR 0.25 MILE TO SIDE ROAD
 GY3360'RIGHT, TURN RIGHT AND FOLLOW ROCKY ROAD SOUTH FOR 0.4 MILE TO ROAD
 GY3360'FORK, BEAR RIGHT FOR 0.5 MILE, BEAR RIGHT AND CONTINUE ON ROCKY ROAD
 GY3360'PASSING TO THE RIGHT OF BARN AND FRAME HOUSE FOR 0.2 MILE TO BOARD
 GY3360'GATE, PASS THROUGH GATE AND CONTINUE FOR ABOUT 100 FEET TO ANOTHER
 GY3360'GATE, PASS THROUGH GATE AND CONTINUE IN A SOUTHERLY DIRECTION FOR 0.1
 GY3360'MILE TO FRAME HOUSE ON THE RIGHT,
 GY3360'CONTINUE SOUTH ON ROCKY ROAD FOR 0.15 MILE, CROSS
 GY3360'BRIDGE AND BEAR RIGHT OVER SMALL RIDGE AND CREEK AND FOLLOW SKID ROAD
 GY3360'UP HILL IN A SOUTHWESTERLY AND SOUTHERLY DIRECTION FOR 0.5 MILE TO
 GY3360'TRIANGULAR BLAZE ON 6 INCH PINE TREE ON LEFT, TURN RIGHT UP HILL
 GY3360'THROUGH OPEN AREA FOR ABOUT 200 FEET TO END OF TRUCK TRAVEL.  FROM
 GY3360'THIS POINT STATION IS ABOUT 0.25 MILE WEST ON HIGHEST POINT OF
 GY3360'KNOLL.  PACK UP HILL IN A WESTERLY DIRECTION FOLLOWING BLAZED TRAIL
 GY3360'TO HIGHEST POINT AND STATION AS DESCRIBED.  PACK WILL REQUIRE
 GY3360'ABOUT 25 MINUTES.
 GY3360'
 GY3360'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2506 ***********************************************************************
 HZ2506  CBN         -  This is a Cooperative Base Network Control Station.
 HZ2506  DESIGNATION -  GRATZ
 HZ2506  PID         -  HZ2506
 HZ2506  STATE/COUNTY-  KY/HENRY
 HZ2506  USGS QUAD   -  GRATZ (1987)
 HZ2506
 HZ2506                         *CURRENT SURVEY CONTROL
 HZ2506  ___________________________________________________________________
 HZ2506* NAD 83(1993)-  38 27 40.92953(N)    084 59 13.96569(W)     ADJUSTED  
 HZ2506* NAVD 88     -       287.1    (meters)     942.     (feet)  GPS OBS   
 HZ2506  ___________________________________________________________________
 HZ2506  X           -     436,972.151 (meters)                     COMP
 HZ2506  Y           -  -4,981,808.596 (meters)                     COMP
 HZ2506  Z           -   3,945,830.077 (meters)                     COMP
 HZ2506  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 HZ2506  ELLIP HEIGHT-         253.35  (meters)          (11/03/04) GPS OBS
 HZ2506  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HZ2506
 HZ2506  HORZ ORDER  -  B
 HZ2506  ELLP ORDER  -  THIRD     CLASS I
 HZ2506
 HZ2506.The horizontal coordinates were established by GPS observations
 HZ2506.and adjusted by the National Geodetic Survey in September 1994..
 HZ2506
 HZ2506.The orthometric height was determined by GPS observations and a
 HZ2506.high-resolution geoid model.
 HZ2506
 HZ2506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2506
 HZ2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2506
 HZ2506.The ellipsoidal height was determined by GPS observations
 HZ2506.and is referenced to NAD 83.
 HZ2506
 HZ2506.The geoid height was determined by GEOID03.
 HZ2506
 HZ2506;                    North         East     Units Scale Factor Converg.
 HZ2506;SPC KY1Z     - 1,236,451.625 1,566,571.965   MT  0.99995697   +0 28 06.0
 HZ2506;SPC KY1Z     - 4,056,591.71  5,139,661.52   sFT  0.99995697   +0 28 06.0
 HZ2506;SPC KY N     -   106,966.768   435,659.691   MT  0.99996208   -0 27 30.9
 HZ2506;SPC KY N     -   350,940.14  1,429,326.84   sFT  0.99996208   -0 27 30.9
 HZ2506;UTM  16      - 4,258,925.954   675,612.732   MT  0.99997980   +1 15 08.1
 HZ2506
 HZ2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2506!SPC KY1Z     -   0.99996025  x   0.99995697  =   0.99991722
 HZ2506!SPC KY N     -   0.99996025  x   0.99996208  =   0.99992233
 HZ2506!UTM  16      -   0.99996025  x   0.99997980  =   0.99994005
 HZ2506
 HZ2506|---------------------------------------------------------------------|
 HZ2506| PID    Reference Object                     Distance      Geod. Az  |
 HZ2506|                                                           dddmmss.s |
 HZ2506| DB9849 GRATZ RM 2                            9.598 METERS 01429     |
 HZ2506| HZ2527 OWENTON MUNICIPAL TANK              APPROX.15.7 KM 0580856.0 |
 HZ2506| DB9848 GRATZ RM 1                            8.267 METERS 11535     |
 HZ2506| DB9847 GRATZ AZ MK 2                                      2195202.2 |
 HZ2506| DB9846 GRATZ AZ MK                                        3095517.9 |
 HZ2506|---------------------------------------------------------------------|
 HZ2506
 HZ2506                          SUPERSEDED SURVEY CONTROL
 HZ2506
 HZ2506  ELLIP H (09/07/94)  253.36   (m)                       GP(       ) 4 1
 HZ2506  NAD 83(1986)-  38 27 40.93418(N)    084 59 13.97545(W) AD(       ) 3
 HZ2506  NAD 27      -  38 27 40.69500(N)    084 59 14.14600(W) AD(       ) 3
 HZ2506  NGVD 29 (07/19/86)  287.14   (m)          942.1    (f) LEVELING    3  
 HZ2506
 HZ2506.Superseded values are not recommended for survey control.
 HZ2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2506.See file dsdata.txt to determine how the superseded data were derived.
 HZ2506
 HZ2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH7561358926(NAD 83)
 HZ2506_MARKER: DS = TRIANGULATION STATION DISK
 HZ2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2506_SP_SET: CONCRETE POST
 HZ2506_STAMPING: GRATZ 1949
 HZ2506_MARK LOGO: CGS   
 HZ2506_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2506+STABILITY: SURFACE MOTION
 HZ2506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2506+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002
 HZ2506
 HZ2506  HISTORY     - Date     Condition        Report By
 HZ2506  HISTORY     - 1949     MONUMENTED       CGS
 HZ2506  HISTORY     - 1949     GOOD             CGS
 HZ2506  HISTORY     - 1976     GOOD             NGS
 HZ2506  HISTORY     - 19931005 GOOD             NGS
 HZ2506  HISTORY     - 20010911 GOOD             KYDT
 HZ2506  HISTORY     - 20021113 GOOD             WOOLPT
 HZ2506
 HZ2506                          STATION DESCRIPTION
 HZ2506
 HZ2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2506'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF MONTEREY AND 1-1/2 MILE
 HZ2506'SOUTHWEST OF GRATZ ON PROPERTY OWNED BY THE CHURCH OF CHRIST.  IT IS
 HZ2506'45 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF CHURCH AND 33 FEET
 HZ2506'SOUTHWEST OF THE SOUTHEAST CORNER OF CHURCH.  THE MARK IS FLUSH AND
 HZ2506'THE DISK IS STAMPED GRATZ 1949.
 HZ2506'
 HZ2506'REFERENCE MARK NO.1 IS 44 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HZ2506'CHURCH AND 20 FEET WEST OF A 12 INCH WALNUT TREE.  THE MARK IS FLUSH
 HZ2506'AND THE DISK IS STAMPED GRATZ NO 1 1949.
 HZ2506'
 HZ2506'REFERENCE MARK NO.2 IS 5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 HZ2506'CHURCH AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 HZ2506'AND THE DISK IS STAMPED GRATZ NO 2 1949.
 HZ2506'
 HZ2506'AZIMUTH MARK IS 10 FEET EAST OF THE CENTER OF GRAVEL ROAD, 3 FEET
 HZ2506'NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.
 HZ2506'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GRATZ 1949.
 HZ2506'
 HZ2506'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER THE
 HZ2506'KENTUCKY RIVER IN GRATZ, GO SOUTHWESTERLY ON STATE HIGHWAY NO.22 FOR
 HZ2506'2.35 MILES TO A T ROAD RIGHT, TURN RIGHT ON GRAVEL ROAD AND GO NORTH
 HZ2506'FOR 0.1 MILE TO THE CHURCH ON THE RIGHT AND THE STATION AS DESCRIBED.
 HZ2506'
 HZ2506'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON GRAVEL
 HZ2506'ROAD FOR 0.2 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.1
 HZ2506'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HZ2506'
 HZ2506'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HZ2506
 HZ2506                          STATION RECOVERY (1949)
 HZ2506
 HZ2506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HZ2506'RECOVERED IN GOOD CONDITION.
 HZ2506
 HZ2506                          STATION RECOVERY (1976)
 HZ2506
 HZ2506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ2506'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 HZ2506'THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED
 HZ2506'BY ROAD WORK.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 HZ2506'CHECKED.  A NEW AZIMUTH MARK WAS SET.  A NEW DESCRIPTION FOLLOWS--
 HZ2506'
 HZ2506'THE STATION IS ON THE PROPERTY OF THE CEMETERY CHURCH OF CHRIST, 45
 HZ2506'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH, 33 FEET
 HZ2506'SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH, 14 FEET EAST OF A
 HZ2506'UTILITY POLE, 44 FEET SOUTHWEST OF A 16 INCH WALNUT TREE AND 41
 HZ2506'FEET SOUTHWEST OF A TOMBSTONE HOSKINS.  THE MONUMENT IS FLUSH AND
 HZ2506'THE DISK IS STAMPED GRATZ 1949.
 HZ2506'
 HZ2506'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER THE
 HZ2506'KENTUCKY RIVER IN GRATZ, GO SOUTHWESTERLY ON STATE HIGHWAY 22 FOR
 HZ2506'2.35 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE
 HZ2506'GRAVELED ROAD FOR 0.1 MILE TO THE CHURCH AND THE STATION.
 HZ2506'
 HZ2506'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHWESTERLY
 HZ2506'ON THE HIGHWAY FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 HZ2506'
 HZ2506'REFERENCE MARK 1 IS 44 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HZ2506'CHURCH, 28 FEET SOUTH OF THE TOMBSTONE HOSKINS, 20 FEET SOUTHWEST OF
 HZ2506'THE WALNUT TREE AND 41 FEET NORTHEAST OF THE UTILITY POLE.  THE
 HZ2506'MONUMENT IS FLUSH AND THE DISK IS STAMPED GRATZ NO 1 1949.
 HZ2506'
 HZ2506'REFERENCE MARK 2 IS 2 FEET SOUTH OF THE SOUTH WALL OF THE CHURCH
 HZ2506'AND 4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH.  THE
 HZ2506'MONUMENT IS FLUSH AND THE DISK IS STAMPED GRATZ NO 2 1949.
 HZ2506'
 HZ2506'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK PRE-CAST ALUMINUM
 HZ2506'MONUMENT, STAMPED GRATZ 1949 AZ 2 1976, PROJECTING 4 INCHES, 38
 HZ2506'FEET NORTHEAST OF THE CENTERLINE OF A DRIVEWAY, 21 FEET SOUTHWEST
 HZ2506'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF A METAL WITNESS
 HZ2506'POST AND 69 FEET SOUTH OF POWER POLE NO. 105.
 HZ2506'
 HZ2506'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILE
 HZ2506'SOUTHWEST OF GRATZ.
 HZ2506'
 HZ2506'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HZ2506
 HZ2506                          STATION RECOVERY (1993)
 HZ2506
 HZ2506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HZ2506'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHWEST OF MONTEREY,
 HZ2506'1.5 MI (2.4 KM) SOUTHWEST OF GRATZ AND IN FRONT OF A SMALL WHITE
 HZ2506'CHURCH. OWNERSHIP--CHURCH OF CHRIST.
 HZ2506'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER THE KENTUCKY
 HZ2506'RIVER IN GRATZ, GO SOUTHWESTERLY FOR 2.35 MI (3.78 KM) ON STATE
 HZ2506'HIGHWAY 22 TO A ROAD RIGHT, TURN RIGHT AND GO NORTH ON CEMETERY HILL
 HZ2506'ROAD (GRAVEL) FOR 0.1 MI (0.2 KM) TO THE CHURCH ON THE RIGHT AND THE
 HZ2506'STATION IN FRONT OF THE CHURCH.
 HZ2506'LOCATED 13.7 M (44.9 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF CHURCH,
 HZ2506'9.0 M (29.5 FT) SOUTH FROM THE FRONT DOOR OF CHURCH AND 4.3 M
 HZ2506'(14.1 FT) EAST OF A UTILITY POLE.
 HZ2506
 HZ2506                          STATION RECOVERY (2001)
 HZ2506
 HZ2506'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (GC)
 HZ2506'RECOVERED IN GOOD CONDITION.
 HZ2506
 HZ2506                          STATION RECOVERY (2002)
 HZ2506
 HZ2506'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 HZ2506'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2683 ***********************************************************************
 GZ2683  DESIGNATION -  GRAVEL
 GZ2683  PID         -  GZ2683
 GZ2683  STATE/COUNTY-  KY/MARION
 GZ2683  USGS QUAD   -  GRAVEL SWITCH (1953)
 GZ2683
 GZ2683                         *CURRENT SURVEY CONTROL
 GZ2683  ___________________________________________________________________
 GZ2683* NAD 83(1993)-  37 34 22.72306(N)    085 03 52.20481(W)     ADJUSTED  
 GZ2683* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 GZ2683  ___________________________________________________________________
 GZ2683  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 GZ2683  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GZ2683
 GZ2683  HORZ ORDER  -  THIRD
 GZ2683
 GZ2683.The horizontal coordinates were established by classical geodetic methods
 GZ2683.and adjusted by the National Geodetic Survey in December 1995..
 GZ2683
 GZ2683.The orthometric height was scaled from a topographic map.
 GZ2683
 GZ2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2683
 GZ2683.The geoid height was determined by GEOID03.
 GZ2683
 GZ2683;                    North         East     Units Scale Factor Converg.
 GZ2683;SPC KY1Z     - 1,137,801.505 1,560,551.025   MT  0.99991889   +0 25 15.1
 GZ2683;SPC KY1Z     - 3,732,937.10  5,119,907.82   sFT  0.99991889   +0 25 15.1
 GZ2683;SPC KY S     -   637,789.693   560,553.168   MT  0.99995406   +0 24 56.6
 GZ2683;SPC KY S     - 2,092,481.68  1,839,081.52   sFT  0.99995406   +0 24 56.6
 GZ2683;UTM  16      - 4,160,198.576   670,920.648   MT  0.99995985   +1 10 49.8
 GZ2683
 GZ2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2683!SPC KY1Z     -   0.99994681  x   0.99991889  =   0.99986570
 GZ2683!SPC KY S     -   0.99994681  x   0.99995406  =   0.99990087
 GZ2683!UTM  16      -   0.99994681  x   0.99995985  =   0.99990666
 GZ2683
 GZ2683|---------------------------------------------------------------------|
 GZ2683| PID    Reference Object                     Distance      Geod. Az  |
 GZ2683|                                                           dddmmss.s |
 GZ2683| CG7924 GRAVEL RM 2                           5.562 METERS 04349     |
 GZ2683| CG7922 GRAVEL AZ MK                                       1044325.9 |
 GZ2683| CG7923 GRAVEL RM 1                           7.403 METERS 32936     |
 GZ2683|---------------------------------------------------------------------|
 GZ2683
 GZ2683                          SUPERSEDED SURVEY CONTROL
 GZ2683
 GZ2683  NAD 83(1986)-  37 34 22.73195(N)    085 03 52.21165(W) AD(       ) 3
 GZ2683  NAD 27      -  37 34 22.48500(N)    085 03 52.37900(W) AD(       ) 3
 GZ2683
 GZ2683.Superseded values are not recommended for survey control.
 GZ2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2683.See file dsdata.txt to determine how the superseded data were derived.
 GZ2683
 GZ2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG7092160199(NAD 83)
 GZ2683_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ2683_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GZ2683_SP_SET: PREFABRICATED CONCRETE POST
 GZ2683
 GZ2683  HISTORY     - Date     Condition        Report By
 GZ2683  HISTORY     - 1951     MONUMENTED       CGS
 GZ2683
 GZ2683                          STATION DESCRIPTION
 GZ2683
 GZ2683'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2683'STATION IS LOCATED ABOUT 10 MILES EAST OF LEBANON AND 3/4 MILE
 GZ2683'SOUTHWEST OF GRAVEL SWITCH, ON THE HIGHEST POINT OF A WOODED KNOB
 GZ2683'AT THE NORTH END OF A LONG, HIGH RIDGE ON PROPERTY OWNED BY MR. J.D.
 GZ2683'ROLLER. IT IS 10 FEET SOUTH OF A WHITE WITNESS POST AND 8 FEET
 GZ2683'SOUTHEAST OF AN 8 INCH OAK TREE. THE MARK IS A 6 INCH CAST IRON PIPE
 GZ2683'FILLED WITH CONCRETE WITH A STANDARD STATION MARK DISK SET IN
 GZ2683'THE TOP. THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED
 GZ2683'GRAVEL 1951.
 GZ2683'
 GZ2683'REFERENCE MARK NO. 1 IS 18 FEET NORTHEAST OF THE BLAZED OAK TREE, IT
 GZ2683'IS ON THE NORTHWEST SLOPE OF THE RIDGE ABOUT 3 FEET LOWER IN
 GZ2683'ELEVATION THAN THE STATION. THE MARK IS A 6 INCH CAST IRON PIPE
 GZ2683'FILLED WITH CONCRETE WITH A STANDARD REFERENCE MARK DISK SET IN THE
 GZ2683'TOP. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GRAVEL
 GZ2683'NO 1 1951.
 GZ2683'
 GZ2683'REFERENCE MARK NO. 2 IS ON THE RIDGE OF THE HILL AND AT ABOUT THE
 GZ2683'SAME ELEVATION AS THE STATION. IT IS 8 FEET SOUTHWEST OF THE CENTER
 GZ2683'OF 4 SMALL OAK TREES GROWING CLOSE TOGETHER. THE MARK IS FLUSH WITH
 GZ2683'THE GROUND AND THE DISK IS STAMPED GRAVEL NO 2 1951.
 GZ2683'
 GZ2683'AZIMUTH MARK IS SET IN A DRILL HOLE NEAR THE CENTER OF A LARGE
 GZ2683'CONCRETE CULVERT. IT IS 54 FEET NORTHWEST OF A 5 ROAD
 GZ2683'INTERSECTION, 16 FEET WEST OF THE CENTER OF STATE HIGHWAY 243 AND 6
 GZ2683'FEET SOUTH OF A WHITE WITNESS POST. THE DISK IS STAMPED GRAVEL
 GZ2683'1951.
 GZ2683'
 GZ2683'175 JEM (USGS) B.M. IS ABOUT 175 FEET NORTH OF THE 5 ROAD
 GZ2683'INTERSECTION, 36 FEET EAST OF A 24 INCH OAK TREE, 30 FEET WEST
 GZ2683'OF THE CENTER OF HIGHWAY 243 AND 1 FOOT NORTH OF A WHITE WITNESS
 GZ2683'POST. THE MARK IS AN 8X8 INCH CONCRETE POST, PROJECTING ABOUT 8
 GZ2683'INCHES WITH A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN
 GZ2683'THE TOP, STAMPED 175 JEM 1951 831 (FEET ABOVE SEA LEVEL).
 GZ2683'
 GZ2683'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GZ2683'HIGHWAY 243, WHICH IS ABOUT 10 MILES EAST OF LEBANON GO SOUTH ON
 GZ2683'HIGHWAY 243 FOR 1.0 MILE TO THE RAILROAD CROSSING IN GRAVEL SWITCH,
 GZ2683'CONTINUE ON HIGHWAY FOR 0.7 MILE TO A 5 ROAD INTERSECTION AND
 GZ2683'AZIMUTH MARK AND 175 JEM (USGS) B.M. ON THE RIGHT AS DESCRIBED. TURN
 GZ2683'SHARP RIGHT AND GO NORTHWEST ON GRAVEL ROAD FOR 0.1 MILE TO
 GZ2683'A FORK, KEEP RIGHT AND GO WEST AND NORTHWEST ON GRAVEL ROAD PASSES
 GZ2683'OVER THE RIDGE. THIS IS THE END OF TRUCK TRAVEL. FROM HERE PACK
 GZ2683'IN A SOUTHERLY DIRECTION ALONG A DIM ROAD FOR ABOUT 0.05 MILE TO
 GZ2683'WHERE ROAD BEARS TO THE LEFT, CONTINUE STRAIGHT AHEAD UP HILL
 GZ2683'FOLLOWING DIM TRAIL FOR ABOUT 0.1 MILE TO TOP OF RIDGE AND STATION.
 GZ2683'
 GZ2683'THIS IS ABOUT A 15 MINUTE PACK.
 GZ2683'
 GZ2683'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2094 ***********************************************************************
 GC2094  DESIGNATION -  GRAVES
 GC2094  PID         -  GC2094
 GC2094  STATE/COUNTY-  KY/ALLEN
 GC2094  USGS QUAD   -  ADOLPHUS (1954)
 GC2094
 GC2094                         *CURRENT SURVEY CONTROL
 GC2094  ___________________________________________________________________
 GC2094* NAD 83(1993)-  36 39 06.93794(N)    086 17 44.18699(W)     ADJUSTED  
 GC2094* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 GC2094  ___________________________________________________________________
 GC2094  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 GC2094  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 GC2094
 GC2094  HORZ ORDER  -  FIRST
 GC2094
 GC2094.The horizontal coordinates were established by classical geodetic methods
 GC2094.and adjusted by the National Geodetic Survey in December 1995..
 GC2094
 GC2094.The orthometric height was scaled from a topographic map.
 GC2094
 GC2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2094
 GC2094.The geoid height was determined by GEOID03.
 GC2094
 GC2094;                    North         East     Units Scale Factor Converg.
 GC2094;SPC KY1Z     - 1,035,503.297 1,451,207.972   MT  1.00013112   -0 20 05.9
 GC2094;SPC KY1Z     - 3,397,313.73  4,761,171.49   sFT  1.00013112   -0 20 05.9
 GC2094;SPC KY S     -   535,496.547   451,213.593   MT  1.00001577   -0 19 51.2
 GC2094;SPC KY S     - 1,756,874.92  1,480,356.60   sFT  1.00001577   -0 19 51.2
 GC2094;SPC TN       -   257,295.823   573,566.744   MT  1.00005019   -0 10 23.0
 GC2094;SPC TN       -   844,144.71  1,881,776.89   sFT  1.00005019   -0 10 23.0
 GC2094;UTM  16      - 4,056,491.689   562,959.058   MT  0.99964883   +0 25 13.8
 GC2094
 GC2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2094!SPC KY1Z     -   0.99996340  x   1.00013112  =   1.00009452
 GC2094!SPC KY S     -   0.99996340  x   1.00001577  =   0.99997917
 GC2094!SPC TN       -   0.99996340  x   1.00005019  =   1.00001359
 GC2094!UTM  16      -   0.99996340  x   0.99964883  =   0.99961224
 GC2094
 GC2094|---------------------------------------------------------------------|
 GC2094| PID    Reference Object                     Distance      Geod. Az  |
 GC2094|                                                           dddmmss.s |
 GC2094| CG5906 GRAVES RM 1                          58.110 METERS 00139     |
 GC2094| CG5909 GRAVES RM 4                          26.914 METERS 00707     |
 GC2094| GC2111 GRIFFIN                             APPROX.12.8 KM 0161842.5 |
 GC2094| CG5905 GRAVES AZ MK                                       0822525.1 |
 GC2094| CG5908 GRAVES RM 3                          57.851 METERS 08434     |
 GC2094| CG5907 GRAVES RM 2                          65.389 METERS 22141     |
 GC2094| GC2101 AIRWAY BEACON 68                    APPROX. 9.1 KM 2802537.2 |
 GC2094|---------------------------------------------------------------------|
 GC2094
 GC2094                          SUPERSEDED SURVEY CONTROL
 GC2094
 GC2094  NAD 83(1986)-  36 39 06.94750(N)    086 17 44.19089(W) AD(       ) 1
 GC2094  NAD 27      -  36 39 06.79600(N)    086 17 44.22500(W) AD(       ) 1
 GC2094
 GC2094.Superseded values are not recommended for survey control.
 GC2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2094.See file dsdata.txt to determine how the superseded data were derived.
 GC2094
 GC2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6295956492(NAD 83)
 GC2094_MARKER: DS = TRIANGULATION STATION DISK
 GC2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2094_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2094
 GC2094  HISTORY     - Date     Condition        Report By
 GC2094  HISTORY     - 1933     MONUMENTED       CGS
 GC2094  HISTORY     - 1950     GOOD             CGS
 GC2094  HISTORY     - 1961     GOOD             TNHD
 GC2094  HISTORY     - 1978     GOOD             NGS
 GC2094
 GC2094                          STATION DESCRIPTION
 GC2094
 GC2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2094'ABOUT 9 MILES SOUTH-SOUTHWEST OF SCOTTSVILLE, 2 MILES WEST OF
 GC2094'ADOLPHUS, 1/2 MILE NORTH OF KENTUCKY-TENNESSEE STATE LINE, AND ON
 GC2094'LAND OWNED BY GUEEN GRAVES. STATION IS ON SMALL HILL, 79 FEET
 GC2094'NORTHEAST OF NORTHWEST CORNER OF BARN, 18 FEET WEST OF LANE BETWEEN
 GC2094'MR. GRAVES HOUSE AND BARN, AND 18 FEET SOUTHEAST OF SMALL CHERRY
 GC2094'TREE, AND PROJECTS 7 INCHES.
 GC2094'
 GC2094'TO REACH FROM ADOLPHUS, FOLLOW U.S. HIGHWAY 31-E NORTH 0.7 MILE, TURN
 GC2094'LEFT UP HILL ONTO GRAVEL ROAD, GO 1.1 MILES TO STORE, TURN LEFT,
 GC2094'GO 1.5 MILES TO CROSSROAD, AND CONTINUE STRAIGHT AHEAD 0.1 MILE TO
 GC2094'HOME OF MR. GRAVES AND STATION SITE.
 GC2094'
 GC2094'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GC2094'BRONZE DISKS SET IN CONCRETE.
 GC2094'
 GC2094'REFERENCE MARK NO.1, PROJECTING 10 INCHES, IS IN NORTH FENCE LINE,
 GC2094'100 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE, AND 190.67 FEET
 GC2094'FROM STATION IN AZIMUTH 181 DEG. 38 MIN. REFERENCE MARK NO. 2,
 GC2094'PROJECTING 10 INCHES, IS IN FENCE LINE AT EDGE OF WOODS, 140 FEET
 GC2094'SOUTHWEST OF NORTHWEST CORNER OF BARN, AND 214.72 FEET FROM STATION.
 GC2094'
 GC2094'AZIMUTH MARK, PROJECTING 3 INCHES, IS 0.2 MILE EAST OF CROSS ROAD, ON
 GC2094'BANK ALONG NORTH SIDE OF ROAD WHERE IT PASSES THROUGH SHALLOW
 GC2094'CUT, AND APPROXIMATELY 0.25 MILE FROM STATION IN AZIMUTH 262 DEG. 25
 GC2094'MIN. 25 SEC. AIRWAY BEACON NO. 68 (SEE DESCRIPTION THEREOF) IS 5.6
 GC2094'MILES FROM STATION.
 GC2094
 GC2094                          STATION RECOVERY (1950)
 GC2094
 GC2094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2094'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2094'CONDITION. THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 GC2094'WERE CHECKED AND FOUND CORRECT. THE TO REACH THE STATION IS ADEQUATE.
 GC2094'
 GC2094'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2094
 GC2094                          STATION RECOVERY (1961)
 GC2094
 GC2094'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC2094'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED.
 GC2094'HORIZONTAL DISTANCES WERE MEASURED BETWEEN THE REFERENCE
 GC2094'MARKS AND THE STATION AND WERE FOUND TO CHECK THE 1950 MEASUREMENTS.
 GC2094'THE 1950 DESCRIPTION IS COMPLETELY ADEQUATE.
 GC2094
 GC2094                          STATION RECOVERY (1978)
 GC2094
 GC2094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GC2094'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION
 GC2094'AFTER A LONG SEARCH.  REFERENCE MARK 1 WAS FOUND DESTROYED.  THE
 GC2094'AZIMUTH MARK WAS FOUND UPROOTED AND THE DISK WAS SALVAGED.
 GC2094'REFERENCE MARKS 3 AND 4 WERE SET.  THE DISTANCE TO REFERENCE MARK 2
 GC2094'WAS FOUND TO BE SHORTER BY 0.19 OF A FOOT.  A NEW DESCRIPTION
 GC2094'FOLLOWS--
 GC2094'
 GC2094'THE STATION IS LOCATED AT THE EAST EDGE OF A CULTIVATED FIELD ON THE
 GC2094'PROPERTY OF MRS. MINNIE GRAVES, RR NO. 2, ADOLPHUS, KENTUCKY.  IT IS
 GC2094'1 FOOT NORTH OF A METAL WITNESS POST, 202 FEET WEST OF THE
 GC2094'CENTERLINE OF ROAD, 104 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GC2094'FRAME HOUSE AND 91 FEET NORTH OF THE NORTHEAST CORNER OF AN OLD
 GC2094'BARN.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GC2094'GRAVES 1933.
 GC2094'
 GC2094'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 31 E AND
 GC2094'STATE HIGHWAY 482 ABOUT 1/2 MILE NORTH OF ADOLPHUS, GO WEST ON
 GC2094'HIGHWAY 482 FOR 2.6 MILES TO A POINT WHERE THE HIGHWAY TURNS WEST AND
 GC2094'A PAVED ROAD STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON THE PAVED
 GC2094'ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 GC2094'
 GC2094'REFERENCE MARK 2 IS 100 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GC2094'THE BARN, 2 FEET NORTH OF A FENCE LINE AND 33 FEET EAST OF A T-FENCE
 GC2094'CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GRAVES NO 2
 GC2094'1933.
 GC2094'
 GC2094'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GC2094'MAGNETS, STAMPED GRAVES 1933 NO 3 1978, PROJECTING 3 INCHES, 15 FEET
 GC2094'WEST OF THE CENTERLINE OF THE ROAD, 8 FEET SOUTHEAST OF A 10 INCH
 GC2094'PINE TREE AND 102 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GC2094'HOUSE.
 GC2094'
 GC2094'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GC2094'MAGNETS, STAMPED GRAVES 1933 NO 4 1978, PROJECTING 2 INCHES, 32 FEET
 GC2094'NORTHWEST OF A 10 INCH PEACH TREE, 57 FEET WEST OF THE SOUTHWEST
 GC2094'CORNER OF THE HOUSE, 1 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GC2094'CHICKEN HOUSE AND 1 FOOT SOUTH OF A WIRE FENCE.
 GC2094'
 GC2094'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GC2094'
 GC2094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES WEST
 GC2094'OF ADOLPHUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3491 ***********************************************************************
 GA3491  DESIGNATION -  GRAY
 GA3491  PID         -  GA3491
 GA3491  STATE/COUNTY-  KY/HARLAN
 GA3491  USGS QUAD   -  HARLAN (1978)
 GA3491
 GA3491                         *CURRENT SURVEY CONTROL
 GA3491  ___________________________________________________________________
 GA3491* NAD 83(1993)-  36 47 15.32926(N)    083 17 27.97693(W)     ADJUSTED  
 GA3491* NAVD 88     -       975.     (meters)    3199.     (feet)  SCALED    
 GA3491  ___________________________________________________________________
 GA3491  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 GA3491  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA3491
 GA3491  HORZ ORDER  -  THIRD
 GA3491
 GA3491.The horizontal coordinates were established by classical geodetic methods
 GA3491.and adjusted by the National Geodetic Survey in December 1995..
 GA3491
 GA3491.The orthometric height was scaled from a topographic map.
 GA3491
 GA3491.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3491
 GA3491.The geoid height was determined by GEOID03.
 GA3491
 GA3491;                    North         East     Units Scale Factor Converg.
 GA3491;SPC KY1Z     - 1,053,308.807 1,719,470.703   MT  1.00008388   +1 30 34.8
 GA3491;SPC KY1Z     - 3,455,730.64  5,641,296.80   sFT  1.00008388   +1 30 34.8
 GA3491;SPC KY S     -   553,266.668   719,450.848   MT  0.99999059   +1 29 28.4
 GA3491;SPC KY S     - 1,815,175.73  2,360,398.32   sFT  0.99999059   +1 29 28.4
 GA3491;SPC VA S     - 1,061,260.587 3,072,537.587   MT  0.99999627   -2 54 28.2
 GA3491;SPC VA S     - 3,481,819.11 10,080,483.73   sFT  0.99999627   -2 54 28.2
 GA3491;UTM  17      - 4,073,758.113   295,565.327   MT  1.00011491   -1 22 21.0
 GA3491
 GA3491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3491!SPC KY1Z     -   0.99985185  x   1.00008388  =   0.99993572
 GA3491!SPC KY S     -   0.99985185  x   0.99999059  =   0.99984244
 GA3491!SPC VA S     -   0.99985185  x   0.99999627  =   0.99984812
 GA3491!UTM  17      -   0.99985185  x   1.00011491  =   0.99996675
 GA3491
 GA3491|---------------------------------------------------------------------|
 GA3491| PID    Reference Object                     Distance      Geod. Az  |
 GA3491|                                                           dddmmss.s |
 GA3491| GA3492 STUB OF SIGNAL TREE USGS 1950        25.300 METERS 02500     |
 GA3491| DB9852 GRAY RM 3                             8.690 METERS 02518     |
 GA3491| DB9850 GRAY RM 1                             7.263 METERS 04749     |
 GA3491| GA3485 CHUNKLICK LOOKOUT TOWER             APPROX.10.1 KM 2342553.9 |
 GA3491| DB9851 GRAY RM 2                             8.528 METERS 31410     |
 GA3491|---------------------------------------------------------------------|
 GA3491
 GA3491                          SUPERSEDED SURVEY CONTROL
 GA3491
 GA3491  NAD 83(1993)-  36 47 15.33339(N)    083 17 27.97712(W) AD(       ) 3
 GA3491  NAD 83(1986)-  36 47 15.33808(N)    083 17 27.98236(W) AD(       ) 3
 GA3491  NAD 27      -  36 47 15.03500(N)    083 17 28.33600(W) AD(       ) 3
 GA3491
 GA3491.Superseded values are not recommended for survey control.
 GA3491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3491.See file dsdata.txt to determine how the superseded data were derived.
 GA3491
 GA3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9556573758(NAD 83)
 GA3491_MARKER: DS = TRIANGULATION STATION DISK
 GA3491_SETTING: 80 = SET IN A BOULDER
 GA3491_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3491
 GA3491  HISTORY     - Date     Condition        Report By
 GA3491  HISTORY     - 1950     MONUMENTED       CGS
 GA3491  HISTORY     - 1979     GOOD             NGS
 GA3491
 GA3491                          STATION DESCRIPTION
 GA3491
 GA3491'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3491'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF HARLAN ON A HIGH KNOB
 GA3491'KNOWN AS GRAYS KNOB AND
 GA3491'ON LAND OWNED BY THE V. AND C.  COAL COMPANY.  IT IS
 GA3491'IN A BOULDER ON THE EXTREME WEST
 GA3491'EDGE OF THE RIDGE AND NEAR A
 GA3491'REFERENCE DRILL HOLE TO THE SIGNAL TREE (USGS).
 GA3491'THE DISK IS SET IN A
 GA3491'DRILL HOLE IN THE BOULDER AND IS STAMPED GRAY 1950.
 GA3491'
 GA3491'REFERENCE MARK NO. 1 IS NEAR ANOTHER REFERENCE DRILL HOLE TO THE
 GA3491'SIGNAL TREE.  THE DISK IS
 GA3491'SET IN A DRILL HOLE IN THE BOULDER AND IS STAMPED GRAY NO
 GA3491'1 1950.
 GA3491'
 GA3491'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN BED ROCK AND THE DISK
 GA3491'IS STAMPED GRAY NO 2 1950.
 GA3491'
 GA3491'NO AZIMUTH MARK SET.
 GA3491'
 GA3491'STUB OF SIGNAL TREE (USGS) IS A TREE ABOUT 12 INCHES IN DIAMETER WITH
 GA3491'SMALL SAPLINGS GROWING
 GA3491'OUT OF ITS ROOTS.  (TWO REFERENCE DRILL HOLES WITH
 GA3491'ARROWS POINTING TO THIS TREE WERE
 GA3491'FOUND IN BOULDERS.)
 GA3491'
 GA3491'TO REACH THE STATION FROM THE DEPOT IN HARLAN GO SOUTH ON U.S.
 GA3491'HIGHWAY 421 FOR 3.4 MILES
 GA3491'TO A T-ROAD RIGHT IN THE COMMUNITY OF GRAY.  TURN RIGHT,
 GA3491'CROSS BRIDGE, AND TURN LEFT
 GA3491'AND GO 0.4 MILE TO A FORK, TAKE RIGHT
 GA3491'FORK AND GO 1.0 MILE TO THE V.  AND C.  COAL
 GA3491'COMPANYS PARKING LOT AND
 GA3491'END OF TRUCK TRAVEL.  FROM HERE PACK UP HILL, PASS THE MINE
 GA3491'BUILDING ON THE
 GA3491'LEFT AND FOLLOW THE FIRST SET OF TRACKS ABOUT 0.1 MILE TO THE
 GA3491'TIMBER YARD, FROM HERE
 GA3491'FOLLOW SKID TRACKS UP HILL ON THE RIGHT SIDE
 GA3491'OF THE HOLLOW, FOR ABOUT 1 MILE TO WHERE
 GA3491'A CREEK BED COMES IN TO THE
 GA3491'LEFT, TURN LEFT UP CREEK BED AND FOLLOW A WELL BLAZED TRAIL
 GA3491'IN AND OUT OF
 GA3491'THE CREEK BED FOR ABOUT 0.5 MILE.  FROM HERE THE TRAIL LEAVES
 GA3491'THE CREEK BED AND GOES
 GA3491'LEFT UP A VERY STEEP HILL TO THE TOP OF THE
 GA3491'RIDGE, TURN RIGHT AND FOLLOW RIDGE ABOUT
 GA3491'0.15 MILE TO THE EXTREME
 GA3491'WEST EDGE AND STATION AS DESCRIBED.  (ABOUT 2 HOUR PACK).
 GA3491'
 GA3491'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA3491
 GA3491                          STATION RECOVERY (1979)
 GA3491
 GA3491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GA3491'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 GA3491'CONDITION.  THE STUB OF THE SIGNAL TREE WAS NOT FOUND AND ASSUMED
 GA3491'DESTROYED.  REFERENCE MARK 1 WAS NOT FOUND AND EITHER COVERED OR
 GA3491'DESTROYED.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.  A TO REACH WAS
 GA3491'NOT MADE AT THIS TIME DUE TO CHANGES BEING MADE AT THE MOUNTAIN FOR
 GA3491'MINING.  BY CONTACTING THE V AND C COAL CO. OFFICE AT GRAY A WAY CAN
 GA3491'BE FOUND TO THE STATION.  REFERENCE MARK 3 WAS SET.
 GA3491'
 GA3491'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF HARLAN, ON THE
 GA3491'HIGHEST POINT OF A HIGH KNOB KNOWN AS GRAY KNOB, ON THE PROPERTY OF
 GA3491'THE V AND C COAL CO. 63 FEET SOUTHWEST OF THE SOUTH 1 OF 2 SMALL RADIO
 GA3491'MAST SET ON A 3 BY 3 FOOT CONCRETE BASE, 86 FEET SOUTHWEST OF THE
 GA3491'NORTHWEST CORNER OF A SMALL CONCRETE BLOCK BUILDING, 3 FEET NORTH OF
 GA3491'THE SOUTH EDGE OF LARGE BOULDER, 4 FEET SOUTHWEST OF A METAL WITNESS
 GA3491'POST AND 72 FEET SOUTHEAST OF A POWER TRANSFORMER POLE.  THE DISK IS
 GA3491'SET IN A DRILL HOLE IN THE TOP OF LARGE BOULDER AT THE EXTREME
 GA3491'SOUTHWEST END OF THE HILL AND STAMPED---GRAY 1950---.
 GA3491'
 GA3491'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---GRAY NO 2 1950---SET
 GA3491'IN A DRILL HOLE IN BED ROCK, 44 FEET SOUTHEAST OF THE POWER POLE, 56
 GA3491'FEET WEST OF THE RADIO MAST AND 86 FEET WEST OF THE NORTHWEST CORNER
 GA3491'OF THE BUILDING.
 GA3491'
 GA3491'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---GRAY 1950 NO 3
 GA3491'1979---SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, 34 FEET SOUTHWEST
 GA3491'OF THE RADIO MAST AND 57 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 GA3491'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0887 ***********************************************************************
 HY0887  DESIGNATION -  GRAYSON
 HY0887  PID         -  HY0887
 HY0887  STATE/COUNTY-  KY/CARTER
 HY0887  USGS QUAD   -  GRAYSON (1978)
 HY0887
 HY0887                         *CURRENT SURVEY CONTROL
 HY0887  ___________________________________________________________________
 HY0887* NAD 83(1993)-  38 19 41.82397(N)    082 57 03.88837(W)     ADJUSTED  
 HY0887* NAVD 88     -       246.874  (meters)     809.95   (feet)  ADJUSTED  
 HY0887  ___________________________________________________________________
 HY0887  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HY0887  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HY0887  DYNAMIC HT  -         246.711 (meters)     809.42  (feet)  COMP
 HY0887  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 HY0887
 HY0887  HORZ ORDER  -  THIRD
 HY0887  VERT ORDER  -  FIRST     CLASS I
 HY0887
 HY0887.The horizontal coordinates were established by classical geodetic methods
 HY0887.and adjusted by the National Geodetic Survey in December 1995..
 HY0887
 HY0887.The orthometric height was determined by differential leveling
 HY0887.and adjusted by the National Geodetic Survey in June 1991..
 HY0887
 HY0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY0887
 HY0887.The geoid height was determined by GEOID03.
 HY0887
 HY0887.The dynamic height is computed by dividing the NAVD 88
 HY0887.geopotential number by the normal gravity value computed on the
 HY0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0887.degrees latitude (g = 980.6199 gals.).
 HY0887
 HY0887.The modeled gravity was interpolated from observed gravity values.
 HY0887
 HY0887;                    North         East     Units Scale Factor Converg.
 HY0887;SPC KY1Z     - 1,225,076.978 1,744,683.726   MT  0.99993597   +1 43 06.3
 HY0887;SPC KY1Z     - 4,019,273.39  5,724,016.52   sFT  0.99993597   +1 43 06.3
 HY0887;SPC KY N     -    92,737.692   613,569.134   MT  0.99996501   +0 48 28.9
 HY0887;SPC KY N     -   304,256.91  2,013,018.07   sFT  0.99996501   +0 48 28.9
 HY0887;UTM  17      - 4,244,041.046   329,459.136   MT  0.99995819   -1 12 37.0
 HY0887
 HY0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY0887!SPC KY1Z     -   0.99996637  x   0.99993597  =   0.99990234
 HY0887!SPC KY N     -   0.99996637  x   0.99996501  =   0.99993138
 HY0887!UTM  17      -   0.99996637  x   0.99995819  =   0.99992456
 HY0887
 HY0887:                Primary Azimuth Mark                     Grid Az
 HY0887:SPC KY1Z     -  GRAYSON AZ MK                            041 11 33.5
 HY0887:SPC KY N     -  GRAYSON AZ MK                            042 06 10.9
 HY0887:UTM  17      -  GRAYSON AZ MK                            044 07 16.8
 HY0887
 HY0887|---------------------------------------------------------------------|
 HY0887| PID    Reference Object                     Distance      Geod. Az  |
 HY0887|                                                           dddmmss.s |
 HY0887| DB9853 GRAYSON AZ MK                                      0425439.8 |
 HY0887| HY0886 GRAYSON RM 1                          5.127 METERS 05511     |
 HY0887| DB9854 GRAYSON AZ MK 2                                    11228     |
 HY0887| DB9856 GRAYSON RM 3                          3.952 METERS 12508     |
 HY0887| DB9857 GRAYSON RM 4                          3.453 METERS 18625     |
 HY0887| DB9855 GRAYSON RM 2                          5.340 METERS 19409     |
 HY0887| HY2307 GRAYSON MUNICIPAL STANDPIPE           5.245 METERS 25230     |
 HY0887|---------------------------------------------------------------------|
 HY0887
 HY0887                          SUPERSEDED SURVEY CONTROL
 HY0887
 HY0887  NAD 83(1986)-  38 19 41.83086(N)    082 57 03.89261(W) AD(       ) 3
 HY0887  NAD 27      -  38 19 41.54360(N)    082 57 04.28540(W) AD(       ) 3
 HY0887  NGVD 29 (??/??/92)  247.055  (m)          810.55   (f) ADJ UNCH    1 1
 HY0887
 HY0887.Superseded values are not recommended for survey control.
 HY0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0887.See file dsdata.txt to determine how the superseded data were derived.
 HY0887
 HY0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC2945944041(NAD 83)
 HY0887_MARKER: DS = TRIANGULATION STATION DISK
 HY0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0887_STAMPING: GRAYSON 1949
 HY0887_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0887+STABILITY: SURFACE MOTION
 HY0887
 HY0887  HISTORY     - Date     Condition        Report By
 HY0887  HISTORY     - 1949     MONUMENTED       CGS
 HY0887  HISTORY     - 1964     GOOD             CGS
 HY0887  HISTORY     - 1967     GOOD             CGS
 HY0887  HISTORY     - 1967     GOOD             NGS
 HY0887  HISTORY     - 1968     GOOD             CGS
 HY0887  HISTORY     - 1979     GOOD             NGS
 HY0887
 HY0887                          STATION DESCRIPTION
 HY0887
 HY0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY0887'THE STATION IS LOCATED NEAR THE GRAYSON MUNICIPAL STANDPIPE, WHICH IS
 HY0887'ABOUT 0.25 MILE SOUTH OF GRAYSON.  IT IS 41 FEET SOUTHWEST OF A
 HY0887'POWERLINE POLE, 6 FEET NORTHEAST OF STANDPIPE AND 6 FEET SOUTH OF A
 HY0887'WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 HY0887'IS STAMPED GRAYSON 1949.
 HY0887'
 HY0887'REFERENCE MARK NO.1 IS 37 FEET EAST OF STANDPIPE LADDER AND 17 FEET
 HY0887'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 HY0887'THE DISK IS STAMPED GRAYSON NO 1 1949.
 HY0887'
 HY0887'REFERENCE MARK NO.2 IS 30 FEET WEST OF POWERLINE POLE AND 5 FEET
 HY0887'SOUTHEAST OF STANDPIPE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 HY0887'DISK IS STAMPED GRAYSON NO 2 1949.
 HY0887'
 HY0887'AZIMUTH MARK IS 25 FEET WEST OF U.S. HIGHWAY 60, 6 FEET NORTH OF
 HY0887'TELEPHONE POLE, 5 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST
 HY0887'OF A FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HY0887'STAMPED GRAYSON 1949.
 HY0887'
 HY0887'TO REACH THE AZIMUTH MARK FROM JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY0887'HIGHWAY 1 IN THE EAST SECTION OF GRAYSON, GO NORTH ON HIGHWAY 60 FOR
 HY0887'0.4 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 HY0887'
 HY0887'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HY0887
 HY0887                          STATION RECOVERY (1964)
 HY0887
 HY0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EB)
 HY0887'STATION AND REFERENCE MARK NO.1 WERE FOUND AS DESCRIBED AND IN GOOD
 HY0887'CONDITION.  THE REMAINS OF THE CONCRETE POST FOR REFERENCE MARK NO.2
 HY0887'WAS FOUND.  THE TABLET HAD BEEN REMOVED.
 HY0887'
 HY0887'A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT COULD NOT BE
 HY0887'FOUND.  SEVERAL NEW HOUSES HAD BEEN BUILT IN THE AREA, AND IN ALL
 HY0887'PROBABILITY THE MARK WAS EITHER DESTROYED OR COVERED OVER WITH DIRT.
 HY0887'
 HY0887'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS--
 HY0887'
 HY0887'STATION IS LOCATED ON A PROMINENT HILL IN AN OPEN PASTURE NEAR THE
 HY0887'GRAYSON MUNICIPAL STANDPIPE AND ABOUT 0.25 MILE SOUTH OF GRAYSON.  IT
 HY0887'IS 41 FEET NORTHWEST OF A POWER POLE WITH TRANSFORMER, AND 6 FEET
 HY0887'NORTHEAST OF STANDPIPE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HY0887'GRAYSON 1949.
 HY0887'
 HY0887'REFERENCE MARK NO.1 IS 47 FEET NORTH OF POWER POLE WITH TRANSFORMER
 HY0887'AND 37 FEET EAST OF STANDPIPE LADDER.  THE MARK PROJECTS ABOUT 4
 HY0887'INCHES AND THE DISK IS STAMPED GRAYSON NO 1 1949.
 HY0887'
 HY0887'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY0887'HIGHWAY NO 7 IN GRAYSON, GO SOUTH ON STATE HIGHWAY 7 FOR 0.6 MILE TO
 HY0887'A GRAVEL DRIVE RIGHT.  TURN RIGHT AND GO WEST ON DRIVE FOR 0.05 MILE
 HY0887'TO A LARGE DAIRY BARN NEAR 2 METAL SILOS AND END OF TRUCK TRAVEL.
 HY0887'FROM HERE WALK NORTH FOR APPROXIMATELY 0.2 MILE TO HIGHEST POINT IN
 HY0887'PASTURE AND STATION AS DESCRIBED.
 HY0887'
 HY0887'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 HY0887
 HY0887                          STATION RECOVERY (1967)
 HY0887
 HY0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 HY0887'THE STATION AND ONE REFERENCE MARK WAS RECOVERED AND IN GOOD
 HY0887'CONDITION.  THE STATION MAY BE REACHED BY GOING 0.5 MILE SOUTH ALONG
 HY0887'STATE HIGHWAY 7 FROM THE JUNCTION OF U.S. HIGHWAY 60 AT GRAYSON,
 HY0887'THENCE 0.1 MILE WEST ALONG A DRIVEWAY TO A DAIRY FARM, THENCE 0.2
 HY0887'MILE NORTHWEST UPHILL TO THE HIGHEST POINT OF THE HILL.  NEAR AN OLD
 HY0887'ROUND WATER TANK, 13.3 FEET EAST OF AN OVERFLOW PIPE ON THE NORTH
 HY0887'SIDE OF THE TANK, 6.1 FEET NORTHEAST OF THE NORTHEAST FACE OF THE
 HY0887'TANK.  ABOUT LEVEL WITH THE HIGHEST PART OF THE HILL AND SET IN THE
 HY0887'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE LEVEL OF THE
 HY0887'GROUND.
 HY0887'
 HY0887'RM 1 IS 16.8 FEET NORTHEAST OF THE STATION MARK, 25.8 FEET NORTHEAST
 HY0887'OF THE NORTHEAST FACE OF THE TANK, 22.5 FEET EAST OF THE OVERFLOW
 HY0887'PIPE ON THE NORTH SIDE OF THE TANK, SET IN THE TOP OF A CONCRETE POST
 HY0887'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 HY0887'
 HY0887'REFERENCE MARK NO.2 WAS DESTROYED.  THE AZIMUTH MARK WAS NOT
 HY0887'RECOVERED.
 HY0887
 HY0887                          STATION RECOVERY (1967)
 HY0887
 HY0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HY0887'0.8 MI SW FROM GRAYSON.
 HY0887'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION
 HY0887'OF U.S. HIGHWAY 60 AT GRAYSON, THENCE 0.1 MILE WEST ALONG A
 HY0887'DRIVEWAY TO DAIRY FARM WITH TWO LARGE SILOS, THENCE 0.2 MILE
 HY0887'NORTHWEST UP A HILL TO HIGHEST POINT OF HILL, NEAR AN OLD ROUND
 HY0887'WATER TANK, 13.3 FEET EAST OF AN OVERFLOW PIPE LOCATED ON THE
 HY0887'NORTH SIDE OF THE TANK, 6.1 FEET NORTHEAST OF THE NORTHEAST
 HY0887'FACE OF THE ROUND CONCRETE BASE OF THE TANK, ABOUT LEVEL WITH
 HY0887'WITH HIGHEST PART OF THE HILL AND SET IN THE TOP OF A CONCRETE
 HY0887'POST PROJECTING 0.1 FOOT ABOVE THE LEVEL OF THE GROUND.
 HY0887
 HY0887                          STATION RECOVERY (1968)
 HY0887
 HY0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HY0887'THIS MARK WAS RECOVERED AS DESCRIBED IN THE 1964 RECOVERY NOTE.  AS
 HY0887'STATED IN THIS RECOVERY NOTE, THE DISK FOR REFERENCE MARK NO.2 HAS
 HY0887'BEEN TORN OUT.  HOWEVER, THE CONCRETE MONUMENT IS STILL FIRM AND A
 HY0887'NEW DISK CAN BE RESET IN A DRILL HOLE IN THE ORIGINAL CONCRETE.  A
 HY0887'FURTHER SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT ALL EVIDENCE SHOWS
 HY0887'THAT THE MARK IS DEFINITELY DESTROYED AS STATED IN THE 1964 RECOVERY
 HY0887'NOTE.
 HY0887'
 HY0887'WITH SOME LIGHT CLEARING OF TREES, IT WILL BE POSSIBLE TO SEE USC AND
 HY0887'GS STATION HUNTS KNOB 1949 AND I 64 T103 (KY.HD) 1964, AT WHICH TIME
 HY0887'A NEW AZIMUTH MARK AND REFERENCE MARK NO.3 CAN BE ESTABLISHED.  MR.
 HY0887'JOHN G. WOMACK WHO OWNES THE PROPERTY AT THE STATION SITE WAS ON
 HY0887'VACATION AT THE TIME THE STATION WAS VISITED, AND HIS FOREMAN WAS
 HY0887'RELUCTANT TO GIVE PERMISSION FOR THE NEEDED CLEARING.  IF THIS
 HY0887'PERMISSION CANNOT BE OBTAINED, IT IS THOUGHT THAT THE ABOVE MENTIONED
 HY0887'STATIONS CAN BE SEE AFTER THE LEAVES DROP IN THE LATE FALL, AT
 HY0887'WHICH TIME THE NEW MARKS WILL BE ESTABLISHED AND A NEW DESCRIPTION
 HY0887'WRITTEN.
 HY0887'
 HY0887'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION OF THE STATION AS IT NOW
 HY0887'EXIST.
 HY0887'
 HY0887'THE STATION IS LOCATED ATOP A RATHER HIGH, PROMINENT KNOB, ABOUT 0.25
 HY0887'MILE SOUTH OF GRAYSON AND AT THE SITE OF THE GRAYSON MUNICIPAL
 HY0887'STANDPIPE ON THE PROPERTY OF MR. JOHN G. WOMACK.
 HY0887'
 HY0887'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY0887'ROUTE 7 JUST SOUTH OF THE CARTER COUNTY COURTHOUSE IN GRAYSON, GO
 HY0887'SOUTHERLY ON STATE ROUTE 7 FOR 0.6 OF A MILE TO A GRAVELED DRIVE ON
 HY0887'THE RIGHT LEADING INTO THE JOHN G. WOMACK FARM.  HERE TURN RIGHT AND
 HY0887'GO WEST ON THIS GRAVELED DRIVE FOR ABOUT 0.05 OF A MILE TO A LARGE
 HY0887'DAIRY BARN AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 HY0887'NORTHERLY UP A STEEP, WOODED HILL, FOR ABOUT 0.2 MILE TO THE CLEARING
 HY0887'ON THE TOP AT THE GRAYSON MUNICIPAL STANDPIPE AND THE STATION AS
 HY0887'DESCRIBED.
 HY0887'
 HY0887'THE STATION IS 41 FEET NORTHWEST OF A GUYED POWERLINE TRANSFORMER
 HY0887'POLE, 17.2 FEET NORTHEAST OF THE EDGE OF THE STANDPIPE, 13.5 FEET
 HY0887'EAST OF THE OVERFLOW PIPE, AND 0.7 OF A FOOT SOUTH OF A METAL WITNESS
 HY0887'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10 INCH,
 HY0887'SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 HY0887'STAMPED GRAYSON 1949.
 HY0887'
 HY0887'REFERENCE MARK NO.1 IS 46.5 FEET NORTH OF THE GUYED POWERLINE
 HY0887'TRANSFORMER POLE, 37 FEET EAST OF THE LADDER ON THE NORTH SIDE OF THE
 HY0887'STANDPIPE, 22.7 FEET NORTHEAST OF THE EDGE OF THE STANDPIPE, AND 0.8
 HY0887'OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 HY0887'DISK SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE MONUMENT THAT
 HY0887'PROJECTS 4 INCHES AND THE DISK IS STAMPED GRAYSON NO 1 1949.
 HY0887'
 HY0887'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.25 MILE
 HY0887'SOUTH OF GRAYSON.
 HY0887
 HY0887                          STATION RECOVERY (1979)
 HY0887
 HY0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HY0887'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 HY0887'FOUND WITH THE DISK PARTIALLY SHEARED OFF BY MOWING.  A NEW AZIMUTH
 HY0887'MARK AND REFERENCE MARKS 3 AND 4 WERE SET AT THIS TIME AND A POLARIS
 HY0887'OBSERVATION WAS TAKEN.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.  A
 HY0887'NEW DESCRIPTION FOLLOWS.
 HY0887'
 HY0887'THE STATION IS LOCATED ON A PROMINENT HILL IN AN OPEN PASTURE AT
 HY0887'THE SOUTH EDGE OF GRAYSON.  IT IS 6 FEET NORTHEAST OF THE NORTHEAST
 HY0887'CORNER OF THE GRAYSON MUNICIPAL STANDPIPE AND 41 FEET NORTHWEST OF
 HY0887'A POWER POLE WITH A TRANSFORMER.  THE MONUMENT IS FLUSH AND THE
 HY0887'DISK IS STAMPED---GRAYSON 1949---
 HY0887'
 HY0887'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY0887'HIGHWAYS 1 AND 7 AT GRAYSON, GO SOUTH ON HIGHWAY 7 FOR 0.4 MILE
 HY0887'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.2 MILE TO
 HY0887'A ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.1 MILE TO BARN.  FROM
 HY0887'THIS POINT DRIVE TO THE SOUTH OF THE BARN AND MAKE WAY UPHILL TO
 HY0887'THE HIGHEST POINT AND THE STATION.
 HY0887'
 HY0887'REFERENCE MARK 1 IS 47 FEET NORTH OF THE POWER POLE AND 37 FEET
 HY0887'EAST OF STANDPIPE LADDER.  THE MONUMENT IS FLUSH AND THE DISK
 HY0887'IS STAMPED---GRAYSON NO 1 1949---.
 HY0887'
 HY0887'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---GRAYSON 1949 NO 3
 HY0887'1979---SET IN A DRILL HOLE IN THE TOP AND NORTHEAST CORNER OF A
 HY0887'LARGE CONCRETE SLAB, 8X10 FEET, HOUSING THE CONTROL VALVES FOR
 HY0887'THE STANDPIPE.
 HY0887'
 HY0887'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---GRAYSON 1949 NO 4
 HY0887'1979---SET IN A DRILL HOLE IN THE TOP AND SOUTHWEST CORNER OF THE
 HY0887'SLAB WHICH PROJECTS ABOUT 2 FEET.
 HY0887'
 HY0887'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---GRAYSON 1949 NO 2
 HY0887'1979---SET IN A DRILL HOLE IN CONCRETE SIDEWALK, 29 FEET EAST OF
 HY0887'CENTER LINE OF THE HIGHWAY, 83 FEET SOUTH OF THE CENTERLINE OF THE
 HY0887'SOUTH 1 OF 2 DRIVEWAYS TO MALONEYS DISCOUNT DEPT. STORE, 60 FEET
 HY0887'NORTH OF A METAL STORM DRAIN AND 6 INCHES WEST OF THE EAST EDGE OF
 HY0887'THE SIDEWALK.  THE DISK IS STAMPED---GRAYSON 1949 NO 2 1979---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2307 ***********************************************************************
 HY2307  DESIGNATION -  GRAYSON MUNICIPAL STANDPIPE
 HY2307  PID         -  HY2307
 HY2307  STATE/COUNTY-  KY/CARTER
 HY2307  USGS QUAD   -  GRAYSON (1978)
 HY2307
 HY2307                         *CURRENT SURVEY CONTROL
 HY2307  ___________________________________________________________________
 HY2307* NAD 83(1993)-  38 19 41.77280(N)    082 57 04.09430(W)     ADJUSTED  
 HY2307* NAVD 88     -                                                        
 HY2307  ___________________________________________________________________
 HY2307  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HY2307  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HY2307
 HY2307  HORZ ORDER  -  THIRD
 HY2307
 HY2307.The horizontal coordinates were established by classical geodetic methods
 HY2307.and adjusted by the National Geodetic Survey in December 1995..
 HY2307
 HY2307
 HY2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2307
 HY2307.The geoid height was determined by GEOID03.
 HY2307
 HY2307;                    North         East     Units Scale Factor Converg.
 HY2307;SPC KY1Z     - 1,225,075.251 1,744,678.774   MT  0.99993597   +1 43 06.2
 HY2307;SPC KY1Z     - 4,019,267.72  5,724,000.28   sFT  0.99993597   +1 43 06.2
 HY2307;SPC KY N     -    92,736.044   613,564.155   MT  0.99996501   +0 48 28.7
 HY2307;SPC KY N     -   304,251.50  2,013,001.73   sFT  0.99996501   +0 48 28.7
 HY2307;UTM  17      - 4,244,039.574   329,454.103   MT  0.99995821   -1 12 37.2
 HY2307
 HY2307                          SUPERSEDED SURVEY CONTROL
 HY2307
 HY2307  NAD 83(1986)-  38 19 41.77931(N)    082 57 04.09837(W) AD(       ) 4
 HY2307  NAD 27      -  38 19 41.49000(N)    082 57 04.49000(W) AD(       ) 3
 HY2307
 HY2307.Superseded values are not recommended for survey control.
 HY2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2307.See file dsdata.txt to determine how the superseded data were derived.
 HY2307
 HY2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC2945444040(NAD 83)
 HY2307_MARKER: 52 = STANDPIPE TANK
 HY2307
 HY2307  HISTORY     - Date     Condition        Report By
 HY2307  HISTORY     - 1949     FIRST OBSERVED   CGS
 HY2307
 HY2307                          STATION DESCRIPTION
 HY2307
 HY2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2307'STATION IS LOCATED ABOUT 0.25 MILE SOUTH OF GRAYSON, ON THE HIGHEST
 HY2307'KNOLL IN THE VICINITY.  IT IS ABOUT 24 FEET HIGH, 21.6 FEET IN
 HY2307'DIAMETER, IS OF STEEL CONSTRUCTION AND IS PAINTED SILVER.
 HY2307'
 HY2307'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GRAYSON TO
 HY2307'CENTER OF STANDPIPE.  THE DISTANCE WAS 17.2 FEET, 5.24 METERS,
 HY2307'(COMPUTED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2308 ***********************************************************************
 HY2308  DESIGNATION -  GRAYSON RADIO STA WGOH MAST
 HY2308  PID         -  HY2308
 HY2308  STATE/COUNTY-  KY/CARTER
 HY2308  USGS QUAD   -  GRAYSON (1978)
 HY2308
 HY2308                         *CURRENT SURVEY CONTROL
 HY2308  ___________________________________________________________________
 HY2308* NAD 83(1993)-  38 19 44.59227(N)    082 58 33.10385(W)     ADJUSTED  
 HY2308* NAVD 88     -                                                        
 HY2308  ___________________________________________________________________
 HY2308  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 HY2308  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HY2308
 HY2308  HORZ ORDER  -  THIRD
 HY2308
 HY2308.The horizontal coordinates were established by classical geodetic methods
 HY2308.and adjusted by the National Geodetic Survey in December 1995..
 HY2308
 HY2308
 HY2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2308
 HY2308.The geoid height was determined by GEOID03.
 HY2308
 HY2308;                    North         East     Units Scale Factor Converg.
 HY2308;SPC KY1Z     - 1,225,097.604 1,742,515.362   MT  0.99993608   +1 42 11.6
 HY2308;SPC KY1Z     - 4,019,341.06  5,716,902.48   sFT  0.99993608   +1 42 11.6
 HY2308;SPC KY N     -    92,792.774   611,401.308   MT  0.99996497   +0 47 33.4
 HY2308;SPC KY N     -   304,437.63  2,005,905.79   sFT  0.99996497   +0 47 33.4
 HY2308;UTM  17      - 4,244,172.440   327,294.601   MT  0.99996734   -1 13 32.5
 HY2308
 HY2308                          SUPERSEDED SURVEY CONTROL
 HY2308
 HY2308  NAD 83(1986)-  38 19 44.59990(N)    082 58 33.10789(W) AD(       ) 4
 HY2308  NAD 27      -  38 19 44.31145(N)    082 58 33.49762(W) AD(       ) 3
 HY2308
 HY2308.Superseded values are not recommended for survey control.
 HY2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2308.See file dsdata.txt to determine how the superseded data were derived.
 HY2308
 HY2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC2729544172(NAD 83)
 HY2308_MARKER: 42 = RADIO/TV MAST
 HY2308
 HY2308  HISTORY     - Date     Condition        Report By
 HY2308  HISTORY     - 1964     FIRST OBSERVED   PAS
 HY2308
 HY2308                          STATION DESCRIPTION
 HY2308
 HY2308'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964 (EB)
 HY2308'STATION IS LOCATED ON A HIGH RIDGE ABOUT 1-1/2 MILES WEST OF GRAYSON.
 HY2308'IT IS A 3 LEGGED STEEL STRUCTURE SUPPORTED BY GUY WIRES, ABOUT 325
 HY2308'FEET HIGH, PAINTED ORANGE AND WHITE WITH A FLASHING LIGHT ON TOP.
 HY2308'POINT OBSERVED WAS THE CENTER OF LIGHT ON TOP.
 HY2308'
 HY2308'TO REACH THE STATION FROM THE CARTER COUNTY COURT HOUSE IN GRAYSON,
 HY2308'GO WEST ON U.S. HIGHWAY 60 FOR 1.35 MILES TO A GRAVEL DRIVE RIGHT,
 HY2308'TURN RIGHT AND GO NORTHWEST ON DRIVE FOR 0.15 MILE TO STATION ON
 HY2308'RIGHT NEAR THE RADIO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0886 ***********************************************************************
 HY0886  DESIGNATION -  GRAYSON RM 1
 HY0886  PID         -  HY0886
 HY0886  STATE/COUNTY-  KY/CARTER
 HY0886  USGS QUAD   -  GRAYSON (1978)
 HY0886
 HY0886                         *CURRENT SURVEY CONTROL
 HY0886  ___________________________________________________________________
 HY0886* NAD 83(1986)-  38 19 41.     (N)    082 57 04.     (W)     SCALED    
 HY0886* NAVD 88     -       246.232  (meters)     807.85   (feet)  ADJUSTED  
 HY0886  ___________________________________________________________________
 HY0886  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HY0886  DYNAMIC HT  -         246.070 (meters)     807.31  (feet)  COMP
 HY0886  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 HY0886
 HY0886  VERT ORDER  -  FIRST     CLASS I
 HY0886
 HY0886.The horizontal coordinates were scaled from a topographic map and have
 HY0886.an estimated accuracy of +/- 6 seconds.
 HY0886
 HY0886.The orthometric height was determined by differential leveling
 HY0886.and adjusted by the National Geodetic Survey in June 1991..
 HY0886
 HY0886.The geoid height was determined by GEOID03.
 HY0886
 HY0886.The dynamic height is computed by dividing the NAVD 88
 HY0886.geopotential number by the normal gravity value computed on the
 HY0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0886.degrees latitude (g = 980.6199 gals.).
 HY0886
 HY0886.The modeled gravity was interpolated from observed gravity values.
 HY0886
 HY0886;                    North         East    Units  Estimated Accuracy
 HY0886;SPC KY1Z     - 1,225,050.    1,744,680.      MT  (+/- 180 meters Scaled)
 HY0886
 HY0886                          SUPERSEDED SURVEY CONTROL
 HY0886
 HY0886  NGVD 29 (??/??/92)  246.413  (m)          808.44   (f) ADJ UNCH    1 1
 HY0886
 HY0886.Superseded values are not recommended for survey control.
 HY0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0886.See file dsdata.txt to determine how the superseded data were derived.
 HY0886
 HY0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC294440(NAD 83)
 HY0886_MARKER: DR = REFERENCE MARK DISK
 HY0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0886_STAMPING: GRAYSON NO 1 1949
 HY0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0886+STABILITY: SURFACE MOTION
 HY0886
 HY0886  HISTORY     - Date     Condition        Report By
 HY0886  HISTORY     - 1949     MONUMENTED       CGS
 HY0886  HISTORY     - 1967     GOOD             NGS
 HY0886
 HY0886                          STATION DESCRIPTION
 HY0886
 HY0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY0886'0.8 MI SW FROM GRAYSON.
 HY0886'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION
 HY0886'OF U.S. HIGHWAY 60 AT GRAYSON, THENCE 0.1 MILE WEST ALONG A
 HY0886'DRIVEWAY TO A DAIRY FARM WITH TWO LARGE SILOS, THENCE 0.2 MILE
 HY0886'NORTHWEST UP A HILL TO HIGHEST POINT OF HILL, ON THE NORTH SLOPE OF
 HY0886'THE HILL, 16.8 FEET NORTHEAST OF THE STATION MARK DESCRIBED,
 HY0886'25.8 FEET NORTHEAST OF THE NORTHEAST FACE OF THE ROUND CONCRETE
 HY0886'BASE OF THE TANK, 22.5 FEET EAST OF THE OVERFLOW PIPE ON THE
 HY0886'NORTH SIDE OF A WATER TANK, 3 FEET BELOW THE HIGHEST POINT OF THE
 HY0886'HILL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT
 HY0886'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1342 ***********************************************************************
 HA1342  DESIGNATION -  GRAYSVILLE
 HA1342  PID         -  HA1342
 HA1342  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1342  USGS QUAD   -  GARFIELD (1982)
 HA1342
 HA1342                         *CURRENT SURVEY CONTROL
 HA1342  ___________________________________________________________________
 HA1342* NAD 83(1993)-  37 46 36.02170(N)    086 18 06.17127(W)     ADJUSTED  
 HA1342* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 HA1342  ___________________________________________________________________
 HA1342  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 HA1342  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HA1342
 HA1342  HORZ ORDER  -  SECOND
 HA1342
 HA1342.The horizontal coordinates were established by classical geodetic methods
 HA1342.and adjusted by the National Geodetic Survey in December 1995..
 HA1342
 HA1342.The orthometric height was scaled from a topographic map.
 HA1342
 HA1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1342
 HA1342.The geoid height was determined by GEOID03.
 HA1342
 HA1342;                    North         East     Units Scale Factor Converg.
 HA1342;SPC KY1Z     - 1,160,328.850 1,451,399.825   MT  0.99990645   -0 20 19.4
 HA1342;SPC KY1Z     - 3,806,845.57  4,761,800.93   sFT  0.99990645   -0 20 19.4
 HA1342;SPC KY S     -   660,319.175   451,396.479   MT  0.99997516   -0 20 04.5
 HA1342;SPC KY S     - 2,166,397.16  1,480,956.61   sFT  0.99997516   -0 20 04.5
 HA1342;UTM  16      - 4,181,266.418   561,493.461   MT  0.99964657   +0 25 40.0
 HA1342
 HA1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1342!SPC KY1Z     -   0.99996270  x   0.99990645  =   0.99986915
 HA1342!SPC KY S     -   0.99996270  x   0.99997516  =   0.99993786
 HA1342!UTM  16      -   0.99996270  x   0.99964657  =   0.99960928
 HA1342
 HA1342|---------------------------------------------------------------------|
 HA1342| PID    Reference Object                     Distance      Geod. Az  |
 HA1342|                                                           dddmmss.s |
 HA1342| CG7928 GRAYSVILLE RM 1                      25.848 METERS 16331     |
 HA1342| CG7927 GRAYSVILLE AZ MK                                   2094012.8 |
 HA1342| CG7929 GRAYSVILLE RM 2                      21.849 METERS 26013     |
 HA1342|---------------------------------------------------------------------|
 HA1342
 HA1342                          SUPERSEDED SURVEY CONTROL
 HA1342
 HA1342  NAD 83(1986)-  37 46 36.03001(N)    086 18 06.17687(W) AD(       ) 2
 HA1342  NAD 27      -  37 46 35.80600(N)    086 18 06.26900(W) AD(       ) 2
 HA1342
 HA1342.Superseded values are not recommended for survey control.
 HA1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1342.See file dsdata.txt to determine how the superseded data were derived.
 HA1342
 HA1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6149381266(NAD 83)
 HA1342_MARKER: DS = TRIANGULATION STATION DISK
 HA1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1342
 HA1342  HISTORY     - Date     Condition        Report By
 HA1342  HISTORY     - 1950     MONUMENTED       CGS
 HA1342
 HA1342                          STATION DESCRIPTION
 HA1342
 HA1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1342'STATION IS LOCATED ABOUT 9 MILES EAST OF HARDINSBURG AND ABOUT 7
 HA1342'MILES SOUTH OF IRVINGTON.  IT IS 65 FEET NORTHEAST OF THE NORTHWEST
 HA1342'CORNER OF FRAME HOUSE, 56 FEET NORTH OF THE NORTHEAST CORNER OF FRAME
 HA1342'HOUSE AND 9 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 HA1342'AND THE DISK IS STAMPED GRAYSVILLE 1950.
 HA1342'
 HA1342'REFERENCE MARK NO. 1 IS 31 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 HA1342'FRAME HOUSE, 20 FEET NORTH OF A 16 INCH OAK TREE AND 11 FEET EAST
 HA1342'OF THE SOUTHEAST CORNER OF FRAME HOUSE.  THE MARK IS FLUSH AND THE
 HA1342'DISK IS STAMPED GRAYSVILLE NO 1 1950.
 HA1342'
 HA1342'REFERENCE MARK NO. 2 IS 75 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HA1342'FRAME HOUSE AND 12 FEET SOUTHEAST OF A 18 INCH OAK TREE.  THE MARK
 HA1342'IS FLUSH AND THE DISK IS STAMPED GRAYSVILLE NO 2 1950.
 HA1342'
 HA1342'AZIMUTH MARK IS 26 FEET NORTHWEST OF A 12 INCH OAK TREE, 8 FEET
 HA1342'NORTHWEST OF THE CENTER OF GRAVEL ROAD AND 2 FEET NORTHEAST OF
 HA1342'A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HA1342'STAMPED GRAYSVILLE 1950.
 HA1342'
 HA1342'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 86 AND
 HA1342'U.S. HIGHWAY NO. 60 WHICH IS ABOUT 9 MILES EAST OF HARDINSBURG, GO
 HA1342'SOUTHEAST ON STATE HIGHWAY NO. 86 FOR 2.15 MILES TO A DRIVEWAY ON
 HA1342'THE LEFT, TURN LEFT INTO DRIVEWAY AND GO 0.05 MILE TO HOUSE AND
 HA1342'THE STATION AS DESCRIBED.
 HA1342'
 HA1342'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON DRIVEWAY FOR
 HA1342'0.05 MILE TO STATE HIGHWAY NO. 86, TURN LEFT ON HIGHWAY AND GO
 HA1342'0.05 MILE TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO 0.25 MILE TO THE
 HA1342'AZIMUTH MARK ON THE RIGHT.
 HA1342'
 HA1342'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0667 ***********************************************************************
 JZ0667  DESIGNATION -  GREATER
 JZ0667  PID         -  JZ0667
 JZ0667  STATE/COUNTY-  KY/BOONE
 JZ0667  USGS QUAD   -  BURLINGTON (1991)
 JZ0667
 JZ0667                         *CURRENT SURVEY CONTROL
 JZ0667  ___________________________________________________________________
 JZ0667* NAD 83(1993)-  39 03 08.75018(N)    084 40 23.23340(W)     ADJUSTED  
 JZ0667* NAVD 88     -       276.846  (meters)     908.29   (feet)  ADJUSTED  
 JZ0667  ___________________________________________________________________
 JZ0667  X           -     460,461.189 (meters)                     COMP
 JZ0667  Y           -  -4,938,430.495 (meters)                     COMP
 JZ0667  Z           -   3,996,991.845 (meters)                     COMP
 JZ0667  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 JZ0667  ELLIP HEIGHT-         242.87  (meters)          (05/28/98) GPS OBS
 JZ0667  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0667  DYNAMIC HT  -         276.669 (meters)     907.70  (feet)  COMP
 JZ0667  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 JZ0667
 JZ0667  HORZ ORDER  -  FIRST
 JZ0667  VERT ORDER  -  FIRST     CLASS II
 JZ0667  ELLP ORDER  -  FOURTH    CLASS I
 JZ0667
 JZ0667.This mark is at Cincinnati/n Kentucky Intl Airport (CVG)
 JZ0667
 JZ0667.The horizontal coordinates were established by GPS observations
 JZ0667.and adjusted by the National Geodetic Survey in May 1998..
 JZ0667
 JZ0667.The orthometric height was determined by differential leveling
 JZ0667.and adjusted by the National Geodetic Survey in June 1991..
 JZ0667
 JZ0667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ0667
 JZ0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0667
 JZ0667.The ellipsoidal height was determined by GPS observations
 JZ0667.and is referenced to NAD 83.
 JZ0667
 JZ0667.The geoid height was determined by GEOID03.
 JZ0667
 JZ0667.The dynamic height is computed by dividing the NAVD 88
 JZ0667.geopotential number by the normal gravity value computed on the
 JZ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0667.degrees latitude (g = 980.6199 gals.).
 JZ0667
 JZ0667.The modeled gravity was interpolated from observed gravity values.
 JZ0667
 JZ0667;                    North         East     Units Scale Factor Converg.
 JZ0667;SPC KY1Z     - 1,302,333.465 1,593,226.053   MT  1.00011586   +0 39 40.2
 JZ0667;SPC KY1Z     - 4,272,739.04  5,227,109.14   sFT  1.00011586   +0 39 40.2
 JZ0667;SPC KY N     -   172,406.261   463,373.279   MT  1.00001416   -0 15 47.6
 JZ0667;SPC KY N     -   565,636.21  1,520,250.50   sFT  1.00001416   -0 15 47.6
 JZ0667;SPC OH S     -   119,097.057   411,916.481   MT  0.99995259   -1 22 44.0
 JZ0667;UTM  16      - 4,325,171.630   701,351.331   MT  1.00009924   +1 27 59.4
 JZ0667
 JZ0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0667!SPC KY1Z     -   0.99996190  x   1.00011586  =   1.00007775
 JZ0667!SPC KY N     -   0.99996190  x   1.00001416  =   0.99997606
 JZ0667!SPC OH S     -   0.99996190  x   0.99995259  =   0.99991449
 JZ0667!UTM  16      -   0.99996190  x   1.00009924  =   1.00006113
 JZ0667
 JZ0667|---------------------------------------------------------------------|
 JZ0667| PID    Reference Object                     Distance      Geod. Az  |
 JZ0667|                                                           dddmmss.s |
 JZ0667| JZ0666 GREATER RM 1                          6.541 METERS 02259     |
 JZ0667| JZ3231 MT ALVERNO BOYS PROTECT CROSS       APPROX. 6.8 KM 0550203.1 |
 JZ0667| JZ3233 RADIO STA WCKY TRANSMITTER TWR      APPROX. 5.9 KM 0753752.4 |
 JZ0667| JZ3244 CVG GREATER CINCINNATI APT BCN      APPROX. 1.1 KM 0755100.9 |
 JZ0667| JZ3250 CVG ARP 2 GREATER CINCINNATI APT    APPROX. 0.8 KM 1174924.3 |
 JZ0667| JZ0668 GREATER RM 2                          5.700 METERS 27111     |
 JZ0667|---------------------------------------------------------------------|
 JZ0667
 JZ0667                          SUPERSEDED SURVEY CONTROL
 JZ0667
 JZ0667  NAD 83(1993)-  39 03 08.75194(N)    084 40 23.23130(W) AD(       ) 1
 JZ0667  NAD 83(1993)-  39 03 08.75700(N)    084 40 23.23956(W) AD(       ) 1
 JZ0667  NAD 83(1993)-  39 03 08.75006(N)    084 40 23.23287(W) AD(       ) 1
 JZ0667  NAD 83(1986)-  39 03 08.75530(N)    084 40 23.24254(W) AD(       ) 2
 JZ0667  NAD 27      -  39 03 08.53700(N)    084 40 23.43400(W) AD(       ) 2
 JZ0667  NAVD 88 (09/07/94)  276.85   (m)          908.3    (f) LEVELING    3  
 JZ0667  NGVD 29 (??/??/92)  277.040  (m)          908.92   (f) ADJ UNCH    1 2
 JZ0667
 JZ0667.Superseded values are not recommended for survey control.
 JZ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0667.See file dsdata.txt to determine how the superseded data were derived.
 JZ0667
 JZ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0135125172(NAD 83)
 JZ0667_MARKER: DS = TRIANGULATION STATION DISK
 JZ0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0667_SP_SET: CONCRETE POST
 JZ0667_STAMPING: GREATER 908.922 T 27 1947
 JZ0667_MARK LOGO: CGS   
 JZ0667_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0667+STABILITY: SURFACE MOTION
 JZ0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0667+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2001
 JZ0667
 JZ0667  HISTORY     - Date     Condition        Report By
 JZ0667  HISTORY     - 1947     MONUMENTED       CGS
 JZ0667  HISTORY     - 1949     GOOD             NGS
 JZ0667  HISTORY     - 1957     GOOD             CGS
 JZ0667  HISTORY     - 1958     GOOD             CGS
 JZ0667  HISTORY     - 1961     GOOD             CGS
 JZ0667  HISTORY     - 1964     GOOD             CGS
 JZ0667  HISTORY     - 1965     GOOD             CGS
 JZ0667  HISTORY     - 1966     GOOD             NGS
 JZ0667  HISTORY     - 1969     GOOD             CGS
 JZ0667  HISTORY     - 1973     GOOD             NGS
 JZ0667  HISTORY     - 1978     GOOD             NGS
 JZ0667  HISTORY     - 1980     GOOD             NGS
 JZ0667  HISTORY     - 1982     MARK NOT FOUND   NGS
 JZ0667  HISTORY     - 19940201 GOOD             NGS
 JZ0667  HISTORY     - 19960825 GOOD             NGS
 JZ0667  HISTORY     - 20010814 GOOD             KYDT
 JZ0667  HISTORY     - 20040318 MARK NOT FOUND   INDIV
 JZ0667  HISTORY     - 20040610 MARK NOT FOUND   NGS
 JZ0667
 JZ0667                          STATION DESCRIPTION
 JZ0667
 JZ0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ0667'STATION IS LOCATED ABOUT 10 MILES S. W. OF CINCINNATI AND 4 MILES
 JZ0667'WEST-NORTHWEST OF ERLANGER ON THE WEST SIDE OF THE GREATER
 JZ0667'CINCINNATI AIRPORT ABOUT 1/2 MILE WEST-SOUTHWEST OF THE
 JZ0667'ADMINISTRATION BUILDING, 388 FEET WEST-NORTHWEST OF THE NEAREST
 JZ0667'TAXIWAY AT A POINT WHERE IT CURVES AND 17 FEET EAST-SOUTHEAST OF A
 JZ0667'LARGE 12-INCH OAK TREE. THE MARK PROJECTS 4 INCHES AND THE
 JZ0667'DISK IS STAMPED GREATER 1947.
 JZ0667'
 JZ0667'REFERENCE MARK NO.1 IS 21.46 FEET NORTH-NORTHEAST OF THE STATION AND
 JZ0667'21 FEET NORTHEAST OF A 12-INCH OAK TREE. THE MARK IS SET IN A
 JZ0667'CONCRETE CYLINDER, 6 INCHES IN DIAMETER AT THE TOP AND PROJECTING 8
 JZ0667'INCHES, AND THE DISK IS STAMPED GREATER NO 1 1947.
 JZ0667'
 JZ0667'REFERENCE MARK NO. 2 IS 18.70 FEET WEST OF THE STATION AND 13 FEET
 JZ0667'SOUTH OF A 12-INCH OAK TREE. THE MARK IS SET IN A CONCRETE
 JZ0667'CYLINDER, 6 IN.  IN DIAMETER AT THE TOP AND PROJECTING 6 INCHES, AND
 JZ0667'THE DISK IS STAMPED GREATER NO 2 1947.
 JZ0667'
 JZ0667'THE AZIMUTH MARK IS 0.6 MILE EAST-NORTHEAST OF STATION GREATER, ABOUT
 JZ0667'100 FEET WEST OF THE SOUTHWEST CORNER OF THE ADMINISTRATION
 JZ0667'BUILDING AT THE GREATER CINCINNATI AIRPORT, 7.4 FEET WEST OF THE
 JZ0667'WEST GATE POST OF GATE 5 FOR PASSENGERS GOING TO PLANES,
 JZ0667'2.9 FEET SOUTH OF THE SOUTH CORNER OF POST OFFICE BUILDING AND 2.6
 JZ0667'FEET SOUTHWEST OF FENCE. THE MARK IS WEDGED IN A DRILL HOLE
 JZ0667'IN THE CONCRETE APRON USED FOR PARKING AIRPLANES AND THE DISK IS
 JZ0667'STAMPED GREATER 1947.
 JZ0667'
 JZ0667'TO REACH THE STATION FROM THE ADMINISTRATION BUILDING AT THE GREATER
 JZ0667'CINCINNATI AIRPORT, GO NORTHEAST FOR 0.25 MILE TO STATE HIGHWAY
 JZ0667'442. TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 442 FOR 0.35 MILE TO
 JZ0667'A T-ROAD. TURN LEFT AND GO SOUTHWEST ON AN (OILED) ROAD FOR 0.8
 JZ0667'MILE TO A RED BARN AND A LOCKED GATE ON THE LEFT. (THE KEY MAY BE
 JZ0667'OBTAINED FROM THE AIRPORT MANAGER FOR THIS GATE.) TURN LEFT THROUGH
 JZ0667'GATE TO THE BARN, THEN BEAR SOUTH ALONG THE EAST SIDE OF TREES FOR
 JZ0667'0.3 MILE TO THE HIGHEST AND THE STATION.
 JZ0667'
 JZ0667'NOTE-A TRAVERSE WAS MEASURED BETWEEN TRIANGULATION STATION GREATER AND
 JZ0667'ITS AZIMUTH MARK. THE CORRECTED DISTANCE IS 1001.977 METERS.
 JZ0667'
 JZ0667'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JZ0667
 JZ0667                          STATION RECOVERY (1949)
 JZ0667
 JZ0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 JZ0667'5.6 MI NW FROM ERLANGER.
 JZ0667'4.45 MILES NORTHWEST ALONG STATE HIGHWAY 236 FROM ITS JUNCTION
 JZ0667'WITH U.S. HIGHWAY 25 AT ERLANGER, THENCE ABOUT 0.8 MILE SOUTHWEST
 JZ0667'ALONG A BLACK TOP ROAD, THENCE ABOUT 0.3 MILE SOUTH ALONG A
 JZ0667'TRAIL TO THE TOP OF THE HILL, 388 FEET WEST-NORTHWEST OF CURVE
 JZ0667'IN TAXI STRIP AT THE WESTERN PART OF THE GREATER CINCINNATI
 JZ0667'AIRPORT, 21.5 FEET SOUTH-SOUTHWEST OF RM NO 1, 18.7 FEET EAST
 JZ0667'OF RM NO 2, 17 FEET EAST-SOUTHEAST OF 14-INCH ELM TREE, AND SET
 JZ0667'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JZ0667
 JZ0667                          STATION RECOVERY (1957)
 JZ0667
 JZ0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KET)
 JZ0667'THE STATION, 2 REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED IN
 JZ0667'GOOD CONDITION AS DESCRIBED.
 JZ0667
 JZ0667                          STATION RECOVERY (1958)
 JZ0667
 JZ0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 JZ0667'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION, THE
 JZ0667'ORIGIONAL DESCRIPTION IS CORRECT AND ADEQUATE. THE AZIMUTH MARK
 JZ0667'WAS IN THE WAY OF BUILDING CONSTRUCTION AND HAD TO BE MOVED.
 JZ0667'
 JZ0667'THE AZIMUTH MARK WAS MOVED 16.836 METERS ON LINE TOWARD STATION, AND
 JZ0667'SET IN CONCRETE APRON, ABOUT 45 FEET SOUTH OF THE SOUTH FACE OF
 JZ0667'LONG BRICK BUILDING, ABOUT 57 FEET SOUTHWEST OF GATE. STAMPED GREATER
 JZ0667'1947 RESET 1958 868.594.
 JZ0667'
 JZ0667'NOTE-WHEN THE PRESENT CONSTRUCTION IS FINISHED THIS DESCRIPTION WILL
 JZ0667'NEED BE REVISED.
 JZ0667'
 JZ0667'THE AZIMUTH MARK IS COVERED BY A CAP WHICH INDICATES THAT AZIMUTH IS
 JZ0667'BELOW THE CAP, REFERENCE TO LETTER FROM GREATER CINCINNATI
 JZ0667'AIRPORT PERSONNEL.
 JZ0667
 JZ0667                          STATION RECOVERY (1961)
 JZ0667
 JZ0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 JZ0667'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 JZ0667'TO BE IN GOOD CONDITION. THE ORIGINAL DESCRIPTION PROVED
 JZ0667'TO BE ADEQUATE FOR FUTURE RECOVERY.
 JZ0667
 JZ0667                          STATION RECOVERY (1964)
 JZ0667
 JZ0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JZ0667'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 JZ0667'WITH THE FOLLOWING EXCEPTIONS--THE LARGE OAK TREE IS NO LONGER THERE
 JZ0667'AND THE FOLLOWING ELEVATIONS WERE STAMPED ON THE MARKS--THE STATION
 JZ0667'IS STAMPED GREATER 908.922 1947.  REFERENCE MARK NO. 1 IS STAMPED
 JZ0667'GREATER NO 1 1947 909.559.  REFERENCE MARK NO. 2 IS STAMPED GREATER
 JZ0667'NO 2 1947 909.253.
 JZ0667'
 JZ0667'THE SPACE THE AZIMUTH MARK FORMERLY OCCUPIED IS NOW COVERED BY NEW
 JZ0667'BUILDINGS.
 JZ0667'
 JZ0667'THE STATION AND REFERENCE MARKS ARE ON THE HIGHEST GROUND IN THE
 JZ0667'VICINITY AND IN A WOODED AREA JUST WEST OF THE AIR FIELD.  THE
 JZ0667'ORIGINAL DESCRIPTION ADEQUATELY DESCRIBES THEIR LOCATION.
 JZ0667'
 JZ0667'THE TO REACH IS OBSOLETE.  A NEW ONE IS GIVEN BELOW--
 JZ0667'
 JZ0667'TO REACH FROM THE MAIN ENTRANCE TO THE GREATER CINCINNATI AIRPORT, GO
 JZ0667'NORTH-NORTHWEST ON STATE HIGHWAY 236 FOR 0.35 MILE TO A PAVED
 JZ0667'CROSSROAD.  CONTINUE AHEAD NORTH-NORTHWEST AND THEN SOUTHWESTERLY
 JZ0667'FOR 1.3 MILES TO A WIRE GATE ON THE LEFT AND A SIGN AIRPORT PROPERTY
 JZ0667'KEEP OUT.  PASS THROUGH THE GATE AND GO SOUTH ALONG THE WEST
 JZ0667'SIDE OF THE AIRPORT FOR APPROXIMATELY 0.3 MILE TO THE HIGHEST POINT
 JZ0667'IN THE AREA AND THE STATION IN THE WOODS TO THE RIGHT.
 JZ0667
 JZ0667                          STATION RECOVERY (1965)
 JZ0667
 JZ0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 JZ0667'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  BOTH RMS WERE
 JZ0667'RECOVERED.
 JZ0667
 JZ0667                          STATION RECOVERY (1966)
 JZ0667
 JZ0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JZ0667'RECOVERED IN GOOD CONDITION.
 JZ0667
 JZ0667                          STATION RECOVERY (1969)
 JZ0667
 JZ0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMR)
 JZ0667'ALL MARKS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 JZ0667'WITH THE FOLLOWING ADDITION.
 JZ0667'
 JZ0667'(1) THE STATION AND REFERENCE MARKS ARE IN THE SOUTHEASTERLY CORNER
 JZ0667'OF A SMALL GROVE OF TREES AND ABOUT 15 FEET WEST OF THE EAST TREE
 JZ0667'LINE.
 JZ0667
 JZ0667                          STATION RECOVERY (1973)
 JZ0667
 JZ0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 JZ0667'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 JZ0667'CONDITION.
 JZ0667'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 JZ0667'
 JZ0667'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 JZ0667'NORTHWEST OF ERLANGER.
 JZ0667
 JZ0667                          STATION RECOVERY (1978)
 JZ0667
 JZ0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JWB)
 JZ0667'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 JZ0667'DESCRIBED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED
 JZ0667'FOR.
 JZ0667'
 JZ0667'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILE
 JZ0667'WEST-NORTHWEST OF ERLANGER.
 JZ0667
 JZ0667                          STATION RECOVERY (1980)
 JZ0667
 JZ0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JZ0667'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DIRECTION TO THE
 JZ0667'REFERENCE MARKS CHECKED BUT THE DISTANCE TO REFERENCE MARK 1 WAS
 JZ0667'FOUND TO BE IN ERROR BY 0.04 OF A FOOT AND TO REFERENCE MARK 2 BY
 JZ0667'0.07 OF A FOOT.  THE 1947 BOX SCORE HAD THE REFERENCE MARKS
 JZ0667'REVERSED.  THE AZIMUTH MARK WAS DUG OUT OF PAVEMENT AND USED.
 JZ0667'
 JZ0667'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF ERLANGER ON THE
 JZ0667'WEST SIDE OF THE GREATER CINCINNATI AIRPORT, ON A HIGH WOODED KNOLL,
 JZ0667'1 FOOT WEST OF A METAL WITNESS POST, 20 FEET NORTHWEST OF THE SOUTH
 JZ0667'EDGE OF THE WOODS AND 17 FEET SOUTHEAST OF A 16 INCH ASH TREE.  THE
 JZ0667'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED---GREATER 1947
 JZ0667'908.922---.
 JZ0667'
 JZ0667'REFERENCE MARK 1 IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 23
 JZ0667'FEET NORTHEAST OF ASH TREE AND 29 FEET NORTHWEST OF THE SOUTH EDGE
 JZ0667'OF THE WOODS.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS
 JZ0667'STAMPED---GREATER NO 1 1947 909.559---.
 JZ0667'
 JZ0667'REFERENCE MARK 2 IS 1 FOOT EAST OF A METAL WITNESS POST AND 13
 JZ0667'FEET SOUTH OF THE ASH TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE
 JZ0667'DISK IS STAMPED---GREATER NO 2 1947 909.253---.
 JZ0667'
 JZ0667'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 JZ0667'CONCRETE APRON, 6 INCHES BELOW PAVEMENT, COVERED BY A METAL CAP,
 JZ0667'56.4 FEET WEST OF THE WEST END OF THE SOUTH WALL OF THE MAIN BUILDING,
 JZ0667'60 FEET SOUTHWEST OF THE NORTHEAST END OF RAMP TO BUILDING, 16.4
 JZ0667'FEET SOUTH OF THE EXTENDED SOUTH WALL OF THE BUILDING AND THE DISK IS
 JZ0667'STAMPED---GREATER 1947 RESET 1958 868.594---.
 JZ0667
 JZ0667                          STATION RECOVERY (1982)
 JZ0667
 JZ0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DRM)
 JZ0667'THE STATION, RMS AND AZIMUTH MARK WERE SEARCHED FOR BUT NOT
 JZ0667'FOUND.  HEAVY UNDERGROWTH AROUND THE STATION AND RMS MADE RECOVERY
 JZ0667'IMPRACTICAL.  CHANGES IN THE RAMP AREA IN WHICH THE AZIMUTH MARK IS
 JZ0667'LOCATED MAY HAVE MADE RECOVERY OF THIS MARK DIFFICULT.
 JZ0667'
 JZ0667'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREATER
 JZ0667'CINCINNATI INTERNATIONAL AIRPORT 10 MILES SOUTHWEST OF CINCINNATI,
 JZ0667'OHIO.
 JZ0667
 JZ0667                          STATION RECOVERY (1994)
 JZ0667
 JZ0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 JZ0667'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) SOUTHWEST OF CINCINNATI,
 JZ0667'4 MI (6.4 KM) NORTHWEST OF ERLANDER ON THE WEST SIDE OF THE GREATER
 JZ0667'CINCINNATI/NORTHERN KENTUCKY INTERNATIONAL AIRPORT AND ABOUT 0.5 MI
 JZ0667'(0.8 KM) WEST-SOUTHWEST OF THE ADMINISTRATION BUILDING ON A HIGH
 JZ0667'KNOLL.  CONTACT--LOU MILLER, PLANNING AND DEVELOPMENT DEPARTMENT,
 JZ0667'ADMINISTRATION OFFICE LOCATED ON THE SECOND FLOOR OF TERMNINAL
 JZ0667'BUILDING NUMBER 1.  PHONE--606-767-3151.  NOTE--ESCORT NEEDED.
 JZ0667'TO REACH THE STATION FROM THE MAINTANANCE BUILDING WHICH IS JUST SOUTH
 JZ0667'OF THE LARGE DHL EXPRESS BUILDING, PASS THROUGH GATES L01 AND L02
 JZ0667'(LOCKED GATES) GO WEST ACROSS THE NORTH END OF RUNWAY 9 FRO 0.3 MI
 JZ0667'(0.5 KM) TO A HIGH KNOLL AND STATION.  STATION IS ALSO NORTH OF
 JZ0667'RUNWAY 36L.
 JZ0667'THE STATION PROJECTS 7 CM ABOVE GROUND LEVEL.  LOCATED 6.54 M
 JZ0667'(21.46 FT) SOUTH-SOUTHWEST OF REFERENCE MARK NO 1 WITH WITNESS POST,
 JZ0667'5.7 M (18.7 FT) EAST OF REFERENCE MARK NO 2 WITH WITNESS POST AND 0.3
 JZ0667'M (1.0 FT) WEST OF A METAL WITNESS POST WITH SIGN.
 JZ0667
 JZ0667                          STATION RECOVERY (1996)
 JZ0667
 JZ0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 JZ0667'THE STATION IS ABOUT 15 KM (9.30 MI) SOUTHWEST OF CINCINNATI OH, 4 MI
 JZ0667'(6.4 KM) NORTHWEST OF ERLANGER KY AT THE NORTHWEST SIDE OF THE
 JZ0667'CINCINNATI/NORTHERN KENTUCKY INTL AIRPORT.  THE STATION IS ON AIRPORT
 JZ0667'PROPERTY.  PRIMARY CONTACT IS LOU MILLER, PLANNING AND DEVELOPMENT
 JZ0667'PHONE 606-767-3151.  FOR ESCORT CONTACT JOHN ANDERSON, ASST DIRECTOR
 JZ0667'OPERATIONS/ MAINTAINANCE PHONE 606-767-3155.  FIELD MAINTAINANCE
 JZ0667'SUPERVISOR BOB BARTEL PHONE 606-767-3191.  FOR BADGES CONTACT AIRPORT
 JZ0667'POLICE 606-767-3123.  NOTE--ESCORT REQUIRED.  TO REACH THE STATION
 JZ0667'FROM THE JUNCTION OF COMBINED INTERSTATE HIGHWAYS 71 AND 75 (EXIT 184)
 JZ0667'AND STATE HIGHWAY 236 (DONALDSON HWY) IN ERLANGER, GO NORTHWEST ON
 JZ0667'DONALDSON HWY FOR 2.9 KM (1.80 MI) TO TOWER DRIVE ON LEFT.  TURN LEFT
 JZ0667'AND GO WEST FOR 1.85 KM (1.15 MI) PASSING THROUGH A TUNNEL TO A PAVED
 JZ0667'ROAD RIGHT.  TURN RIGHT AND GO NORTH THEN WEST FOR 0.80 KM (0.50 MI)
 JZ0667'PASSING A NEW TOWER ON RIGHT TO AN ASPHALT ROAD LEFT JUST PAST AN OLD
 JZ0667'TOWER ON LEFT.  TURN LEFT AND GO SOUTH FOR 0.16 KM (0.10 MI) TO THE
 JZ0667'GATE FOR THE FIELD MAINTAINANCE SHOP ON RIGHT.  TURN RIGHT AND GO
 JZ0667'WESTERLY FOR 0.24 KM (0.15 MI) PASSING THROUGH THE SHOP YARD AND TWO
 JZ0667'GATES TO NORTH-SOUTH TAXIWAY D.  TURN RIGHT AND GO NORTH ON TAXIWAY D
 JZ0667'FOR 1.37 KM (0.85 MI) TO CONNECTER TAXI D7 LEFT WHICH IS WEST OF A
 JZ0667'RAMP AREA BETWEEN CONCOURSES A AND B.  TURN LEFT AND GO WEST FOR 0.5
 JZ0667'KM (0.30 MI) CROSSING RUNWAY 18R-36L TO A GRASSY KNOLL OVERLOOKING THE
 JZ0667'AIRFIELD AND THE STATION.  THE STATION IS LOCATED ABOUT 65.4 M (214.6
 JZ0667'FT) SOUTHEAST OF A UTILITY POLE WITH TRANSFORMER AND ANCHOR, ABOUT 26
 JZ0667'M (85.3 FT) NORTH OF THE EXTENDED CENTERLINE OF CONNECTOR TAXI D7, 6.5
 JZ0667'M (21.3 FT) SOUTH SOUTHWEST OF RM 1 WITH METAL WITNESS POST WITH SIGN,
 JZ0667'5.7 M (18.7 FT) EAST OF RM 2 WITH METAL WITNESS POST WITH SIGN, AND
 JZ0667'0.3 M (1.0 FT) WEST OF A METAL WITNESS POST WITH SIGN.  THE STATION
 JZ0667'PROJECT 5 CM ABOVE GRADE.  NOTE--THIS IS A SECONDARY AIRPORT CONTROL
 JZ0667'STATION (SACS) .
 JZ0667
 JZ0667                          STATION RECOVERY (2001)
 JZ0667
 JZ0667'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 JZ0667'RECOVERED IN GOOD CONDITION.
 JZ0667
 JZ0667                          STATION RECOVERY (2004)
 JZ0667
 JZ0667'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DJR)
 JZ0667'THE LOCATION IS WITHIN AN AREA OF RUNWAY/TAXIWAY EXPANSION INVOLVING
 JZ0667'20' CUTS IN GRADE.
 JZ0667
 JZ0667                          STATION RECOVERY (2004)
 JZ0667
 JZ0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 JZ0667'NOT RECOVERED.  DUE TO RUNWAY AND TAXIWAY CONSTRUCTION INVOLVING 20'
 JZ0667'CUTS IN GRADE,  THE STATION IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0664 ***********************************************************************
 JZ0664  DESIGNATION -  GREATER AZ MK RESET
 JZ0664  PID         -  JZ0664
 JZ0664  STATE/COUNTY-  KY/BOONE
 JZ0664  USGS QUAD   -  BURLINGTON (1991)
 JZ0664
 JZ0664                         *CURRENT SURVEY CONTROL
 JZ0664  ___________________________________________________________________
 JZ0664* NAD 83(1993)-  39 03 16.82523(N)    084 39 43.58917(W)     ADJUSTED  
 JZ0664* NAVD 88     -       264.55   (meters)     867.9    (feet)  RESET     
 JZ0664  ___________________________________________________________________
 JZ0664  X           -     461,394.866 (meters)                     COMP
 JZ0664  Y           -  -4,938,176.174 (meters)                     COMP
 JZ0664  Z           -   3,997,177.479 (meters)                     COMP
 JZ0664  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 JZ0664  ELLIP HEIGHT-         230.57  (meters)          (05/28/98) GPS OBS
 JZ0664  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0664
 JZ0664  HORZ ORDER  -  THIRD
 JZ0664  VERT ORDER  -  THIRD
 JZ0664  ELLP ORDER  -  FOURTH    CLASS II
 JZ0664
 JZ0664.This mark is at Cincinnati/n Kentucky Intl Airport (CVG)
 JZ0664
 JZ0664.The horizontal coordinates were established by GPS observations
 JZ0664.and adjusted by the National Geodetic Survey in May 1998..
 JZ0664
 JZ0664.The orthometric height was computed from unverified reset data.
 JZ0664
 JZ0664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ0664
 JZ0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0664
 JZ0664.The ellipsoidal height was determined by GPS observations
 JZ0664.and is referenced to NAD 83.
 JZ0664
 JZ0664.The geoid height was determined by GEOID03.
 JZ0664
 JZ0664;                    North         East     Units Scale Factor Converg.
 JZ0664;SPC KY1Z     - 1,302,593.552 1,594,176.447   MT  1.00011667   +0 40 04.5
 JZ0664;SPC KY1Z     - 4,273,592.35  5,230,227.23   sFT  1.00011667   +0 40 04.5
 JZ0664;SPC KY N     -   172,650.957   464,327.647   MT  1.00001456   -0 15 22.9
 JZ0664;SPC KY N     -   566,439.01  1,523,381.62   sFT  1.00001456   -0 15 22.9
 JZ0664;SPC OH S     -   119,323.111   412,875.373   MT  0.99995237   -1 22 18.8
 JZ0664;UTM  16      - 4,325,445.048   702,297.961   MT  1.00010394   +1 28 24.7
 JZ0664
 JZ0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0664!SPC KY1Z     -   0.99996383  x   1.00011667  =   1.00008049
 JZ0664!SPC KY N     -   0.99996383  x   1.00001456  =   0.99997839
 JZ0664!SPC OH S     -   0.99996383  x   0.99995237  =   0.99991620
 JZ0664!UTM  16      -   0.99996383  x   1.00010394  =   1.00006776
 JZ0664
 JZ0664|---------------------------------------------------------------------|
 JZ0664| PID    Reference Object                     Distance      Geod. Az  |
 JZ0664|                                                           dddmmss.s |
 JZ0664| JZ0663 GREATER AZ MK                        16.725 METERS 07522     |
 JZ0664| JZ0667 GREATER                             APPROX. 1.0 KM 2552146.9 |
 JZ0664|---------------------------------------------------------------------|
 JZ0664
 JZ0664                          SUPERSEDED SURVEY CONTROL
 JZ0664
 JZ0664  NAD 83(1993)-  39 03 16.82383(N)    084 39 43.59122(W) AD(       ) 3
 JZ0664  NAD 83(1993)-  39 03 16.82894(N)    084 39 43.59949(W) AD(       ) 3
 JZ0664  NAD 83(1986)-  39 03 16.82722(N)    084 39 43.60247(W) AD(       ) 3
 JZ0664  NAD 27      -  39 03 16.60900(N)    084 39 43.79500(W) AD(       ) 3
 JZ0664  NAVD 88 (05/28/98)  264.55   (m)          867.9    (f) LEVELING    3  
 JZ0664  NGVD 29 (??/??/??)  264.75   (m)          868.6    (f) RESET       3  
 JZ0664
 JZ0664.Superseded values are not recommended for survey control.
 JZ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0664.See file dsdata.txt to determine how the superseded data were derived.
 JZ0664
 JZ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0229825445(NAD 83)
 JZ0664_MARKER: DZ = AZIMUTH MARK DISK
 JZ0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0664_SP_SET: CONCRETE APRON
 JZ0664_STAMPING: GREATER 1947 RESET 1958 868.594
 JZ0664_MARK LOGO: CGS   
 JZ0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0664+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1996
 JZ0664
 JZ0664  HISTORY     - Date     Condition        Report By
 JZ0664  HISTORY     - 1958     MONUMENTED       CGS
 JZ0664  HISTORY     - 1969     GOOD             CGS
 JZ0664  HISTORY     - 1969     GOOD             CGS
 JZ0664  HISTORY     - 19960825 GOOD             NGS
 JZ0664
 JZ0664                          STATION DESCRIPTION
 JZ0664
 JZ0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JZ0664'THE ORIGINAL AZIMUTH MARK
 JZ0664'WAS IN THE WAY OF BUILDING CONSTRUCTION AND HAD TO BE MOVED.
 JZ0664'
 JZ0664'THE AZIMUTH MARK WAS MOVED 16.836 METERS ON LINE TOWARD STATION, AND
 JZ0664'SET IN CONCRETE APRON, ABOUT 45 FEET SOUTH OF THE SOUTH FACE OF
 JZ0664'LONG BRICK BUILDING, ABOUT 57 FEET SOUTHWEST OF GATE.
 JZ0664'STAMPED---GREATER 1947 RESET 1958 868.594.
 JZ0664'
 JZ0664'NOTE-WHEN THE PRESENT CONSTRUCTION IS FINISHED THIS DESCRIPTION WILL
 JZ0664'NEED BE REVISED.
 JZ0664'
 JZ0664'THE AZIMUTH MARK IS COVERED BY A CAP WHICH INDICATES THAT AZIMUTH IS
 JZ0664'BELOW THE CAP, REFERENCE TO LETTER FROM GREATER CINCINNATI
 JZ0664'AIRPORT PERSONNEL.
 JZ0664
 JZ0664                          STATION RECOVERY (1969)
 JZ0664
 JZ0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMR)
 JZ0664'MARK RECOVERED IN GOOD CONDITION.  THE MARK IS PROTECTED BY A SCREW
 JZ0664'CAP MANHOLE COVER.  THE AIRPORT ENGINEER DID NOT HAVE THE KEY TO
 JZ0664'UN-SCREW THE TOP AND THE DISK WAS NOT ACTUALLY SEEN.  THE AIRPORT
 JZ0664'ENGINEER VERIFIED THAT THE MARK WAS INSIDE THE MANHOLE.
 JZ0664'DESCRIPTION FOLLOWS.
 JZ0664'
 JZ0664'LOCATED AT GREATER CINCINNATI AIRPORT, ON THE CONCRETE LOADING RAMP,
 JZ0664'ABOUT 150 FEET WEST-SOUTHWESTO OF THE CONTROL TOWER, 56.4 FEET
 JZ0664'SOUTHWEST OF AN ANGLE IN THE TERMINAL BUILDING WALL 50.2 FEET SOUTH
 JZ0664'OF THE SOUTH WALL OF AN ADDITION TO THE TERMINAL BUILDING 75.0 FEET
 JZ0664'SOUTHEAST OF GATE 13.  THE MARK IS AN AZIMUTH MARK DISK STAMPED
 JZ0664'GREATER 1947 RESET 1958 868.594 SET IN A DRILL HOLE IN THE
 JZ0664'CONCRETE APRON.  ACCESS TO THE MARK IS THROUGH THE TOP OF A SCREW
 JZ0664'TOP MANHOLE WHICH IS 6 INCHES IN DIAMETER.
 JZ0664
 JZ0664                          STATION RECOVERY (1969)
 JZ0664
 JZ0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JZ0664'4.4 MI NW FROM ERLANGER.
 JZ0664'LOCATED AT GREATER CINCINNATI AIRPORT, ON THE CONCRETE LOADING
 JZ0664'RAMP, ABOUT 150 FEET WEST-SOUTHWEST OF THE CONTROL TOWER, 56.4
 JZ0664'FEET SOUTHWEST OF AN ANGLE IN THE TERMINAL BUILDING WALL, 50.2
 JZ0664'FEET SOUTH OF THE SOUTH WALL OF AN ADDITION TO THE TERMINAL BUILDING
 JZ0664'AND 75.0 FEET SOUTHEAST OF GATE 13.  THE MARK IS AN AZIMUTH MARK
 JZ0664'DISK STAMPED---GREATER 1947 RESET 1958 868.594 SET IN A DRILL HOLE
 JZ0664'IN THE CONCRETE APRON.  ACCESS TO THE MARK IS THROUGH A SCREW TOP
 JZ0664'MANHOLE COVER WHICH IS ABOUT 6 INCHES IN DIAMETER.  NOTE-- THE
 JZ0664'AIRPORT ENGINEER VERIFIED THAT THE MARK IS STILL IN PLACE BUT DID
 JZ0664'NOT HAVE THE KEY TO REMOVE THE MANHOLE COVER.
 JZ0664
 JZ0664                          STATION RECOVERY (1996)
 JZ0664
 JZ0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 JZ0664'RECOVERY NOTE BY NGS 1996 (WCW).  RECOVERED AS DESCRIBED (1969) WITH
 JZ0664'UPDATED TO REACH FOLLOWING.  TO REACH THE STATION FRON THE JUNCTION OF
 JZ0664'COMBINED INTERSTATE HIGHWAYS 71 AND 75 (EXIT 184) AND STATE HIGHWAY
 JZ0664'236 (DONALDSON HWY) IN ERLANGER, GO NORTHWEST ON DONALDSON HIGHWAY FOR
 JZ0664'2.9 KM (1.80 MI) TO TOWER DRIVE ON LEFT.  TURN LEFT AND GO WEST FOR
 JZ0664'1.85 KM (1.15 MI) THROUGH A TUNNEL TO A PAVED ROAD RIGHT.  TURN RIGHT
 JZ0664'AND GO NORTH THEN WEST FOR 0.80 KM (0.50 MI) PASSING A NEW TOWER ON
 JZ0664'RIGHT TO AN ASPHALT ROAD LEFT JUST PAST AN OLD TOWER ON LEFT.  TURN
 JZ0664'LEFT AND GO SOUTH FOR 0.16 KM (0.10 MI) TO THE GATE FOR THE FIELD
 JZ0664'MAINTAINANCE SHOP ON RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.24 KM
 JZ0664'(0.15 MI) TO NORTH-SOUTH TAXIWAY D.  TURN RIGHT AND GO NORTH ON
 JZ0664'TAXIWAY D THEN TAXIWAY E (JUST EAST AND PARALLEL TO TAXI D) FOR 1.6 KM
 JZ0664'(1.00 MI) TO A POINT JUST SOUTH OF HIGH SPEED EXIT CONNECTOR TAXI D8.
 JZ0664'TURN RIGHT AND GO EAST ACROSS A RAMP AREA TO THE WEST CORNER OF THE
 JZ0664'SOUTH FACE OF TERMINAL ONE AND THE STATION.  THE STATION IS LOCATED
 JZ0664'15.1 M (49.5 FT) SOUTHWEST OF A JOINT IN THE COMMON BRICK SOUTHWEST
 JZ0664'WALL OF THE ADMINISTRATION OFFICES IN TERMINAL ONE AT THE NORTHWEST
 JZ0664'END OF A WINDOW, WHICH IS UNDER A SECOND STORY OVERHANG, 17.0 M (55.8
 JZ0664'FT) WEST OF AN ANGLE POINT IN SAID WALL GOING NORTHWEST AND EAST, 21.4
 JZ0664'M (70.2 FT) SOUTH FROM DOOR B-134A WHICH IS RECESSED 1.5 M (4.9 FT) ,
 JZ0664'18.1 M (59.4 FT) SOUTH FROM A TALL LIGHT POLE ON A 0.9 M (3.0 FT)
 JZ0664'DIAMETER CONCRETE FOUNDATION, AND 0.6 M (2.0 FT) NORTH OF A MAG NAIL
 JZ0664'SET WITH WASHER STAMPED --NGS GREATER AZ MK RM 1--.  THE STATION IS
 JZ0664'RECESSED 23 CM BELOW AN ASPHALT RAMP OVERLAY AND IS SET IN A CONCRETE
 JZ0664'RAMP PAVEMENT.  THE STATION MAY BE ACCESSED THROUGH A ROUND SURVEY
 JZ0664'MONUMENT BOX.  NOTE--OBSTRUCTING GLASS OF THE OVERHANGING
 JZ0664'ADMINISTRATION OFFICES MAKES THIS A POOR STATION FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0666 ***********************************************************************
 JZ0666  DESIGNATION -  GREATER RM 1
 JZ0666  PID         -  JZ0666
 JZ0666  STATE/COUNTY-  KY/BOONE
 JZ0666  USGS QUAD   -  BURLINGTON (1991)
 JZ0666
 JZ0666                         *CURRENT SURVEY CONTROL
 JZ0666  ___________________________________________________________________
 JZ0666* NAD 83(1986)-  39 03 09.     (N)    084 40 23.     (W)     SCALED    
 JZ0666* NAVD 88     -       277.036  (meters)     908.91   (feet)  ADJUSTED  
 JZ0666  ___________________________________________________________________
 JZ0666  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0666  DYNAMIC HT  -         276.859 (meters)     908.33  (feet)  COMP
 JZ0666  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 JZ0666
 JZ0666  VERT ORDER  -  FIRST     CLASS II
 JZ0666
 JZ0666.This mark is at Cincinnati/n Kentucky Intl Airport (CVG)
 JZ0666
 JZ0666.The horizontal coordinates were scaled from a topographic map and have
 JZ0666.an estimated accuracy of +/- 6 seconds.
 JZ0666
 JZ0666.The orthometric height was determined by differential leveling
 JZ0666.and adjusted by the National Geodetic Survey in June 1991..
 JZ0666.WARNING-Repeat measurements at this control monument indicate possible
 JZ0666.vertical movement.
 JZ0666
 JZ0666.The geoid height was determined by GEOID03.
 JZ0666
 JZ0666.The dynamic height is computed by dividing the NAVD 88
 JZ0666.geopotential number by the normal gravity value computed on the
 JZ0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0666.degrees latitude (g = 980.6199 gals.).
 JZ0666
 JZ0666.The modeled gravity was interpolated from observed gravity values.
 JZ0666
 JZ0666;                    North         East    Units  Estimated Accuracy
 JZ0666;SPC KY1Z     - 1,302,340.    1,593,230.      MT  (+/- 180 meters Scaled)
 JZ0666
 JZ0666                          SUPERSEDED SURVEY CONTROL
 JZ0666
 JZ0666  NGVD 29 (??/??/92)  277.232  (m)          909.55   (f) ADJ UNCH    1 2
 JZ0666
 JZ0666.Superseded values are not recommended for survey control.
 JZ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0666.See file dsdata.txt to determine how the superseded data were derived.
 JZ0666
 JZ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ013251(NAD 83)
 JZ0666_MARKER: DR = REFERENCE MARK DISK
 JZ0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0666_STAMPING: GREATER NO 1 1947
 JZ0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0666+STABILITY: SURFACE MOTION
 JZ0666
 JZ0666  HISTORY     - Date     Condition        Report By
 JZ0666  HISTORY     - 1947     MONUMENTED       CGS
 JZ0666  HISTORY     - 1949     GOOD             NGS
 JZ0666  HISTORY     - 1966     GOOD             NGS
 JZ0666
 JZ0666                          STATION DESCRIPTION
 JZ0666
 JZ0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0666'5.6 MI NW FROM ERLANGER.
 JZ0666'4.45 MILES NORTHWEST ALONG STATE HIGHWAY 236 FROM ITS JUNCTION
 JZ0666'WITH U.S. HIGHWAY 25 AT ERLANGER, THENCE ABOUT 0.8 MILE SOUTHWEST
 JZ0666'ALONG A BLACK TOP ROAD, THENCE ABOUT 0.3 MILE SOUTH ALONG A
 JZ0666'TRAIL TO THE TOP OF THE HILL, AT THE WESTERN PART OF THE GREATER
 JZ0666'CINCINNATI AIRPORT, ON THE TOP OF THE HILL AND NORTHWEST OF THE
 JZ0666'WEST END OF THE EAST-WEST RUNWAY, ABOUT 40 FEET WEST-NORTHWEST
 JZ0666'OF CURVE IN THE TAXI STRIP, 33 FEET NORTHEAST OF RM NO 2, 21.5
 JZ0666'FEET EAST-NORTHEAST OF A 14-INCH ELM TREE, 2 FEET NORTHEAST OF
 JZ0666'A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE
 JZ0666'POST PROJECTING 9 INCHES.
 JZ0666
 JZ0666                          STATION RECOVERY (1966)
 JZ0666
 JZ0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JZ0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0668 ***********************************************************************
 JZ0668  DESIGNATION -  GREATER RM 2
 JZ0668  PID         -  JZ0668
 JZ0668  STATE/COUNTY-  KY/BOONE
 JZ0668  USGS QUAD   -  BURLINGTON (1991)
 JZ0668
 JZ0668                         *CURRENT SURVEY CONTROL
 JZ0668  ___________________________________________________________________
 JZ0668* NAD 83(1986)-  39 03 09.     (N)    084 40 23.     (W)     SCALED    
 JZ0668* NAVD 88     -       276.944  (meters)     908.61   (feet)  ADJUSTED  
 JZ0668  ___________________________________________________________________
 JZ0668  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0668  DYNAMIC HT  -         276.767 (meters)     908.03  (feet)  COMP
 JZ0668  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 JZ0668
 JZ0668  VERT ORDER  -  FIRST     CLASS II
 JZ0668
 JZ0668.This mark is at Cincinnati/n Kentucky Intl Airport (CVG)
 JZ0668
 JZ0668.The horizontal coordinates were scaled from a topographic map and have
 JZ0668.an estimated accuracy of +/- 6 seconds.
 JZ0668
 JZ0668.The orthometric height was determined by differential leveling
 JZ0668.and adjusted by the National Geodetic Survey in June 1991..
 JZ0668
 JZ0668.The geoid height was determined by GEOID03.
 JZ0668
 JZ0668.The dynamic height is computed by dividing the NAVD 88
 JZ0668.geopotential number by the normal gravity value computed on the
 JZ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0668.degrees latitude (g = 980.6199 gals.).
 JZ0668
 JZ0668.The modeled gravity was interpolated from observed gravity values.
 JZ0668
 JZ0668;                    North         East    Units  Estimated Accuracy
 JZ0668;SPC KY1Z     - 1,302,340.    1,593,230.      MT  (+/- 180 meters Scaled)
 JZ0668
 JZ0668                          SUPERSEDED SURVEY CONTROL
 JZ0668
 JZ0668  NGVD 29 (??/??/92)  277.141  (m)          909.25   (f) ADJ UNCH    1 2
 JZ0668
 JZ0668.Superseded values are not recommended for survey control.
 JZ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0668.See file dsdata.txt to determine how the superseded data were derived.
 JZ0668
 JZ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ013251(NAD 83)
 JZ0668_MARKER: DR = REFERENCE MARK DISK
 JZ0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0668_STAMPING: GREATER NO 2 1947
 JZ0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0668+STABILITY: SURFACE MOTION
 JZ0668
 JZ0668  HISTORY     - Date     Condition        Report By
 JZ0668  HISTORY     - 1947     MONUMENTED       CGS
 JZ0668  HISTORY     - 1949     GOOD             NGS
 JZ0668  HISTORY     - 1966     GOOD             NGS
 JZ0668
 JZ0668                          STATION DESCRIPTION
 JZ0668
 JZ0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0668'5.6 MI NW FROM ERLANGER.
 JZ0668'4.45 MILES NORTHWEST ALONG STATE HIGHWAY 236 FROM ITS JUNCTION
 JZ0668'WITH U.S. HIGHWAY 25 AT ERLANGER, THENCE ABOUT 0.8 MILE SOUTHWEST
 JZ0668'ALONG A BLACK TOP ROAD, THENCE ABOUT 0.3 MILE SOUTH ALONG A TRAIL
 JZ0668'TO THE TOP OF THE HILL, AT THE WESTERN PART OF THE GREATER CINCINNATI
 JZ0668'AIRPORT, ABOUT 400 FEET WEST-NORTHWEST OF CURVE IN THE TAXI
 JZ0668'STRIP, 33 FEET SOUTHWEST OF RM NO 1, 14 FEET SOUTH-SOUTHWEST OF
 JZ0668'A 14-INCH ELM TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST
 JZ0668'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ0668
 JZ0668                          STATION RECOVERY (1966)
 JZ0668
 JZ0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JZ0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1405 ***********************************************************************
 HA1405  DESIGNATION -  GREEN
 HA1405  PID         -  HA1405
 HA1405  STATE/COUNTY-  KY/GRAYSON
 HA1405  USGS QUAD   -  LEITCHFIELD (1967)
 HA1405
 HA1405                         *CURRENT SURVEY CONTROL
 HA1405  ___________________________________________________________________
 HA1405* NAD 83(1993)-  37 27 26.69776(N)    086 21 46.30026(W)     ADJUSTED  
 HA1405* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 HA1405  ___________________________________________________________________
 HA1405  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 HA1405  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 HA1405
 HA1405  HORZ ORDER  -  FIRST
 HA1405
 HA1405.The horizontal coordinates were established by classical geodetic methods
 HA1405.and adjusted by the National Geodetic Survey in December 1995..
 HA1405
 HA1405.The orthometric height was scaled from a topographic map.
 HA1405
 HA1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1405
 HA1405.The geoid height was determined by GEOID03.
 HA1405
 HA1405;                    North         East     Units Scale Factor Converg.
 HA1405;SPC KY1Z     - 1,124,932.130 1,445,780.820   MT  0.99993152   -0 22 34.6
 HA1405;SPC KY1Z     - 3,690,714.83  4,743,365.91   sFT  0.99993152   -0 22 34.6
 HA1405;SPC KY S     -   624,920.525   445,779.933   MT  0.99994771   -0 22 18.0
 HA1405;SPC KY S     - 2,050,260.09  1,462,529.66   sFT  0.99994771   -0 22 18.0
 HA1405;UTM  16      - 4,145,807.530   556,349.019   MT  0.99963911   +0 23 15.0
 HA1405
 HA1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1405!SPC KY1Z     -   0.99996351  x   0.99993152  =   0.99989503
 HA1405!SPC KY S     -   0.99996351  x   0.99994771  =   0.99991122
 HA1405!UTM  16      -   0.99996351  x   0.99963911  =   0.99960264
 HA1405
 HA1405:                Primary Azimuth Mark                     Grid Az
 HA1405:SPC KY1Z     -  LAYMAN                                   041 38 40.6
 HA1405:SPC KY S     -  LAYMAN                                   041 38 24.0
 HA1405:UTM  16      -  LAYMAN                                   040 52 51.0
 HA1405
 HA1405|---------------------------------------------------------------------|
 HA1405| PID    Reference Object                     Distance      Geod. Az  |
 HA1405|                                                           dddmmss.s |
 HA1405| HA1328 LAYMAN                              APPROX. 8.1 KM 0411606.0 |
 HA1405| HA1406 LEITCHFIELD MUNICIPAL TANK          APPROX. 6.7 KM 0641130.9 |
 HA1405| HA1407 LEITCHFIELD ST JOSEPH CATH CH       APPROX. 6.7 KM 0660528.0 |
 HA1405| CG7933 GREEN RM 1                           23.904 METERS 23929     |
 HA1405| CG7934 GREEN RM 2                           24.872 METERS 35545     |
 HA1405|---------------------------------------------------------------------|
 HA1405
 HA1405                          SUPERSEDED SURVEY CONTROL
 HA1405
 HA1405  NAD 83(1986)-  37 27 26.70657(N)    086 21 46.30668(W) AD(       ) 1
 HA1405  NAD 27      -  37 27 26.51300(N)    086 21 46.38400(W) AD(       ) 1
 HA1405
 HA1405.Superseded values are not recommended for survey control.
 HA1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1405.See file dsdata.txt to determine how the superseded data were derived.
 HA1405
 HA1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG5634945808(NAD 83)
 HA1405_MARKER: DS = TRIANGULATION STATION DISK
 HA1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1405
 HA1405  HISTORY     - Date     Condition        Report By
 HA1405  HISTORY     - 1950     MONUMENTED       CGS
 HA1405
 HA1405                          STATION DESCRIPTION
 HA1405
 HA1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1405'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF LEITCHFIELD ON A HIGH
 HA1405'WOODED RIDGE ON PROPERTY OWNED BY MR. GREEN. IT IS 50 FEET NORTH OF
 HA1405'A 12 INCH TWIN OAK TREE, 33 FEET SOUTH OF AN 18 INCH OAK TREE WITH A
 HA1405'TRIANGLE BLAZED ON THE SOUTH SIDE, 26 FEET EAST OF A 24 INCH
 HA1405'OAK TREE WITH A TRIANGLE BLAZED ON THE NORTH SIDE AND 7 FEET NORTH OF
 HA1405'A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE
 HA1405'DISK IS STAMPED GREEN 1950.
 HA1405'
 HA1405'REFERENCE MARK NO. 1 IS 64 FEET SOUTHWEST OF THE 24 INCH OAK TREE
 HA1405'WITH A TRIANGLE BLAZED ON THE NORTH SIDE AND 38 FEET WEST OF THE 12
 HA1405'INCH TWIN OAK TREE. THE MARK PROJECTS 4 INCHES AND THE DISK IS
 HA1405'STAMPED GREEN NO 1 1950.
 HA1405'
 HA1405'REFERENCE MARK NO. 2 IS 55 FEET NORTHWEST OF THE 18 INCH OAK TREE
 HA1405'WITH THE TRIANGLE BLAZED ON THE SOUTH SIDE. THE MARK PROJECTS ABOUT
 HA1405'3 INCHES AND THE DISK IS STAMPED GREEN NO 2 1950.
 HA1405'
 HA1405'NO AZIMUTH MARK WAS SET AS NO VISIBLE LOCATION COULD BE FOUND.
 HA1405'
 HA1405'TO REACH THE STATION FROM THE PUBLIC SQUARE IN LEITCHFIELD GO
 HA1405'SOUTHWEST ON U.S. HIGHWAY 62 FOR 4.6 MILES TO A WOODS ROAD LEFT,
 HA1405'TURN LEFT AND FOLLOW WOODS ROAD FOR 0.1 MILE TO A T-ROAD RIGHT, TURN
 HA1405'RIGHT AND GO 0.05 MILE TO THE TOP OF THE HILL AND STATION AS
 HA1405'DESCRIBED.
 HA1405'
 HA1405'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2982 ***********************************************************************
 GZ2982  DESIGNATION -  GREEN RIVER
 GZ2982  PID         -  GZ2982
 GZ2982  STATE/COUNTY-  KY/CASEY
 GZ2982  USGS QUAD   -  MINTONVILLE (1976)
 GZ2982
 GZ2982                         *CURRENT SURVEY CONTROL
 GZ2982  ___________________________________________________________________
 GZ2982* NAD 83(1993)-  37 09 12.10276(N)    084 50 43.38735(W)     ADJUSTED  
 GZ2982* NAVD 88     -       545.     (meters)    1788.     (feet)  SCALED    
 GZ2982  ___________________________________________________________________
 GZ2982  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 GZ2982  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GZ2982
 GZ2982  HORZ ORDER  -  FIRST
 GZ2982
 GZ2982.The horizontal coordinates were established by classical geodetic methods
 GZ2982.and adjusted by the National Geodetic Survey in December 1995..
 GZ2982
 GZ2982.The orthometric height was scaled from a topographic map.
 GZ2982
 GZ2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2982
 GZ2982.The geoid height was determined by GEOID03.
 GZ2982
 GZ2982;                    North         East     Units Scale Factor Converg.
 GZ2982;SPC KY1Z     - 1,091,400.115 1,580,356.708   MT  0.99998398   +0 33 19.4
 GZ2982;SPC KY1Z     - 3,580,701.88  5,184,886.97   sFT  0.99998398   +0 33 19.4
 GZ2982;SPC KY S     -   591,386.206   580,354.036   MT  0.99995035   +0 32 55.0
 GZ2982;SPC KY S     - 1,940,239.58  1,904,044.87   sFT  0.99995035   +0 32 55.0
 GZ2982;UTM  16      - 4,114,058.882   691,335.735   MT  1.00005100   +1 18 06.0
 GZ2982
 GZ2982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2982!SPC KY1Z     -   0.99991940  x   0.99998398  =   0.99990338
 GZ2982!SPC KY S     -   0.99991940  x   0.99995035  =   0.99986976
 GZ2982!UTM  16      -   0.99991940  x   1.00005100  =   0.99997040
 GZ2982
 GZ2982|---------------------------------------------------------------------|
 GZ2982| PID    Reference Object                     Distance      Geod. Az  |
 GZ2982|                                                           dddmmss.s |
 GZ2982| DB9861 GREEN RIVER RM 1                     29.386 METERS 00800     |
 GZ2982| DB9859 GREEN RIVER AZ MK                                  0662752.2 |
 GZ2982| DB9862 GREEN RIVER RM 2                      7.705 METERS 27905     |
 GZ2982|---------------------------------------------------------------------|
 GZ2982
 GZ2982                          SUPERSEDED SURVEY CONTROL
 GZ2982
 GZ2982  NAD 83(1986)-  37 09 12.11213(N)    084 50 43.39504(W) AD(       ) 1
 GZ2982  NAD 27      -  37 09 11.84800(N)    084 50 43.57700(W) AD(       ) 1
 GZ2982
 GZ2982.Superseded values are not recommended for survey control.
 GZ2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2982.See file dsdata.txt to determine how the superseded data were derived.
 GZ2982
 GZ2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG9133614059(NAD 83)
 GZ2982_MARKER: DS = TRIANGULATION STATION DISK
 GZ2982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2982_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GZ2982
 GZ2982  HISTORY     - Date     Condition        Report By
 GZ2982  HISTORY     - 1935     MONUMENTED       CGS
 GZ2982  HISTORY     - 1942     GOOD             USE
 GZ2982  HISTORY     - 1972     GOOD             LOCSUR
 GZ2982  HISTORY     - 1976     GOOD             LOCENG
 GZ2982  HISTORY     - 1976     GOOD             NGS
 GZ2982
 GZ2982                          STATION DESCRIPTION
 GZ2982
 GZ2982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GZ2982'THIS STATION IS LOCATED ON THE SUMMIT OF GREEN RIVER KNOB, ABOUT 14
 GZ2982'MILES (AIRLINE) WNW OF SOMERSET, AND 13-1/2 MILES (AIRLINE) SW OF
 GZ2982'EUBANKS, ON THE PROPERTY OF CHESTER TAYLOR AND ALMOND RICHARD. IT IS
 GZ2982'22.2 FEET N OF FENCE LINE, 54.3 FEET N OF A TRIANGULAR-BLAZED
 GZ2982'10-INCH LOCUST, 16.7 FEET W OF A 6-INCH BLAZED LOCUST, AND IS IN THE
 GZ2982'LONGITUDINAL CENTER OF THE CLEARED PART OF THE RIDGE.
 GZ2982'
 GZ2982'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 GZ2982'CONCRETE.
 GZ2982'
 GZ2982'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 GZ2982'BOULDERS.
 GZ2982'
 GZ2982'REFERENCE MARK NO.1 IS N OF THE STATION ALONG THE TOP OF THE RIDGE,
 GZ2982'NEAR THE N END AND REFERENCE MARK NO. 2 IS W OF THE STATION ON THE W
 GZ2982'SLOPE OF THE RIDGE.
 GZ2982'
 GZ2982'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 GZ2982'OUTCROPPING BEDROCK, AND IS ENE OF THE STATION ON THE PROPERTY OF
 GZ2982'NANCY L. MINTON. IT IS SET IN A LIMESTONE LEDGE ABOUT 6 FEET LONG AND
 GZ2982'3 FEET WIDE. THE MARK IS ABOUT 20 FEET NW OF THE CENTER LINE OF THE
 GZ2982'ROAD, 90 FEET SW OF A FARM HOUSE AND 45 FEET N OF A 15-INCH BLACK
 GZ2982'WALNUT TREE. TO REACH AZIMUTH MARK FROM THE END OF TRUCK TRAVEL
 GZ2982'(MENTIONED BELOW), CONTINUE ON THE MAIN ROAD ABOUT 1-1/2 MILES TO A
 GZ2982'HOUSE ON THE RIGHT JUST BEFORE ENTERING WOODS. THE MARK IS ACROSS
 GZ2982'THE ROAD FROM THE HOUSE.
 GZ2982'
 GZ2982'TO REACH THE STATION FROM THE POST OFFICE IN SOMERSET, GO W ON STATE
 GZ2982'HIGHWAY 80, FOR 17.15 MILES TO POINT WHERE A GRAVEL ROAD TURNS LEFT
 GZ2982'AND A DIRT ROAD TURNS TO RIGHT OFF MAIN HIGHWAY, TURN RIGHT ON DIRT
 GZ2982'ROAD AND GO 0.5 MILE TO T- INTERSECTION, TURN LEFT AND GO
 GZ2982'ABOUT 1.5 MILES ON MAIN ROAD TO A 14-INCH TRIANGULAR-BLAZED PINE TREE
 GZ2982'ON THE LEFT (END OF TRUCK TRAVEL), TURN LEFT ON AN OVERGROWN WAGON
 GZ2982'ROAD W UP SIDE OF HILL THROUGH SEVERAL CLEARED FIELDS TO A LARGE
 GZ2982'PASTURE ON THE NW SIDE OF THE KNOB, AND THENCE THROUGH PASTURE TO
 GZ2982'THE TOP OF THE KNOB AND STATION SITE.
 GZ2982'
 GZ2982'A 4-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 GZ2982
 GZ2982                          STATION RECOVERY (1942)
 GZ2982
 GZ2982'RECOVERY NOTE BY US ENGINEERS 1942
 GZ2982'STATION, AZIMUTH, AND REFERENCE MARKS ARE IN GOOD CONDITION.
 GZ2982'
 GZ2982'STATION IS STAMPED GREEN RIVER 1935.
 GZ2982
 GZ2982                          STATION RECOVERY (1972)
 GZ2982
 GZ2982'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (HB)
 GZ2982'THE STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE
 GZ2982'MARKS NO. 1 AND 2 WERE NOT FOUND.  EVIDENCE OF SOME GRADING WAS
 GZ2982'NOTED IN THE AREA.  AN EXTENSIVE SEARCH WAS NOT MADE FOR MARKS, AND
 GZ2982'THEY MAY VERY WELL STILL BE INTACT.  THE AZIMUTH MARK WAS NOT
 GZ2982'SEARCHED FOR.  THE OLD DESCRIPTION IS ADEQUATE.
 GZ2982'
 GZ2982'ADDITIONAL LOCAL DESCRIPTION FOR STATION IS AS FOLLOWS--
 GZ2982'48.6 FT. EAST OF A 12 INCH WALNUT TREE.
 GZ2982'33.9 FT. NORTHWEST OF A 12 INCH LOCUST TREE.
 GZ2982'2.4 FT. NORTHEAST OF A METAL WITNESS POST AND SIGN.
 GZ2982
 GZ2982                          STATION RECOVERY (1976)
 GZ2982
 GZ2982'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (CMB)
 GZ2982'GREEN RIVER-1935 RECOVERED GOOD.
 GZ2982'
 GZ2982'R. M.-NO 1 WAS REPLACED.
 GZ2982'
 GZ2982'R. M.-NO 2 WAS REPLACED.
 GZ2982'
 GZ2982'AZIMUTH MARK WAS REPLACED.
 GZ2982'
 GZ2982'DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES (AIRLINE) WNW OF
 GZ2982'SOMERSET, KENTUCKY.
 GZ2982
 GZ2982                          STATION RECOVERY (1976)
 GZ2982
 GZ2982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GZ2982'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE MARKS
 GZ2982'WERE NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY GRADING.  THE
 GZ2982'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND WITH EXISTING DATA.  RM
 GZ2982'3 AND 4 ALONG WITH A NEW AZIMUTH MARK WERE SET.  A NEW DESCRIPTION
 GZ2982'FOLLOWS--
 GZ2982'
 GZ2982'THE STATION IS LOCATED ON THE HIGHEST POINT OF GREEN RIVER KNOB, 49
 GZ2982'FEET EAST OF A 12 INCH WALNUT TREE, 34 FEET NORTHWEST OF A 12 INCH
 GZ2982'LOCUST TREE AND 2 FEET NORTHEAST OF A METAL WITNESS POST.  THE
 GZ2982'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED GREEN RIVER
 GZ2982'1935.
 GZ2982'
 GZ2982'TO REACH THE STATION FROM THE MINTONVILLE POST OFFICE, NO NORTHERLY
 GZ2982'ON HIGHWAY 837 FOR 0.2 MILE TO A ROAD LEFT.  TURN LEFT AND GO
 GZ2982'WESTERLY ON GRAVELED ROAD FOR 2.4 MILES TO A 2 STORY WHITE HOUSE AND
 GZ2982'A BARN ON THE LEFT.  TURN LEFT PASSING THROUGH GATE AND TO THE LEFT
 GZ2982'OF BARN AND FOLLOW ROAD THROUGHT BOTTOM, ACROSS CREEK AND UPHILL FOR
 GZ2982'1.8 MILES TO THE HIGHEST POINT AND THE STATION.  (NOTE A 4 WHEEL
 GZ2982'DRIVE VEHICLE SHOULD BE USED SINE THE ROAD IS VERY ROUGH AND
 GZ2982'WASHED OUT).
 GZ2982'
 GZ2982'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE, GO SOUTHERLY ON
 GZ2982'HIGHWAY 837 FOR 2.25 MILES TO A ROAD LEFT TO BARN.  TURN LEFT AND
 GZ2982'FOLLOW THE ROAD WESTERLY FOR 0.1 MILE TO THE BARN AND THE AZIMUTH
 GZ2982'MARK AS DESCRIBED.
 GZ2982'
 GZ2982'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 GZ2982'GREEN RIVER 1935 NO 3 1976, PROJECTING 3 INCHES, ABOUT THE SAME
 GZ2982'LEVEL AS THE STATION MARK AND 36 FEET NORTH OF THE METAL WITNESS
 GZ2982'POST.
 GZ2982'
 GZ2982'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GZ2982'MAGNETS STAMPED GREEN RIVER 1935 NO 4 1976, PROJECTING 3 INCHES, 23
 GZ2982'FEET WEST OF THE METAL WITNESS POST, ON THE WEST SLOPE OF THE HILL
 GZ2982'AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 GZ2982'
 GZ2982'THE AZIMUTH MARK IS A STANDARD PRE-CAST ALUMINUM REFERENCE MARK
 GZ2982'MONUMENT WITH MAGNETS, STAMPED GREEN RIVER 1935 AZ 2 1976, 264 FEET
 GZ2982'WEST OF THE NORTHWEST CORNER OF THE BARN, 41 FEET EAST OF THE EAST
 GZ2982'1 OF 2 WALNUT TREES, 8 FEET NORTH OF THE CENTERLINE OF FIELD ROAD
 GZ2982'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 GZ2982'
 GZ2982'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0296 ***********************************************************************
 JA0296  DESIGNATION -  GREENWELL
 JA0296  PID         -  JA0296
 JA0296  STATE/COUNTY-  KY/MEADE
 JA0296  USGS QUAD   -  ALTON (1993)
 JA0296
 JA0296                         *CURRENT SURVEY CONTROL
 JA0296  ___________________________________________________________________
 JA0296* NAD 83(1993)-  38 01 21.57277(N)    086 26 46.09355(W)     ADJUSTED  
 JA0296* NAVD 88     -       204.908  (meters)     672.27   (feet)  ADJUSTED  
 JA0296  ___________________________________________________________________
 JA0296  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 JA0296  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JA0296  DYNAMIC HT  -         204.760 (meters)     671.78  (feet)  COMP
 JA0296  MODELED GRAV-     979,903.8   (mgal)                       NAVD 88
 JA0296
 JA0296  HORZ ORDER  -  THIRD
 JA0296  VERT ORDER  -  FIRST     CLASS II
 JA0296
 JA0296.The horizontal coordinates were established by classical geodetic methods
 JA0296.and adjusted by the National Geodetic Survey in December 1995..
 JA0296
 JA0296.The orthometric height was determined by differential leveling
 JA0296.and adjusted by the National Geodetic Survey in June 1991..
 JA0296
 JA0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0296
 JA0296.The geoid height was determined by GEOID03.
 JA0296
 JA0296.The dynamic height is computed by dividing the NAVD 88
 JA0296.geopotential number by the normal gravity value computed on the
 JA0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0296.degrees latitude (g = 980.6199 gals.).
 JA0296
 JA0296.The modeled gravity was interpolated from observed gravity values.
 JA0296
 JA0296;                    North         East     Units Scale Factor Converg.
 JA0296;SPC KY1Z     - 1,187,713.733 1,438,881.563   MT  0.99990819   -0 25 38.6
 JA0296;SPC KY1Z     - 3,896,690.81  4,720,730.59   sFT  0.99990819   -0 25 38.6
 JA0296;SPC KY S     -   687,705.473   438,874.866   MT  1.00001752   -0 25 19.9
 JA0296;SPC KY S     - 2,256,247.04  1,439,875.29   sFT  1.00001752   -0 25 19.9
 JA0296;SPC IN W     -   308,200.663   955,947.705   MT  1.00000520   +0 23 33.0
 JA0296;SPC IN W     - 1,011,155.01  3,136,305.10   sFT  1.00000520   +0 23 33.0
 JA0296;UTM  16      - 4,208,473.833   548,612.901   MT  0.99962911   +0 20 28.2
 JA0296
 JA0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0296!SPC KY1Z     -   0.99997298  x   0.99990819  =   0.99988118
 JA0296!SPC KY S     -   0.99997298  x   1.00001752  =   0.99999050
 JA0296!SPC IN W     -   0.99997298  x   1.00000520  =   0.99997818
 JA0296!UTM  16      -   0.99997298  x   0.99962911  =   0.99960210
 JA0296
 JA0296:                Primary Azimuth Mark                     Grid Az
 JA0296:SPC KY1Z     -  GREENWELL AZ MK                          072 01 51.1
 JA0296:SPC KY S     -  GREENWELL AZ MK                          072 01 32.4
 JA0296:SPC IN W     -  GREENWELL AZ MK                          071 12 39.5
 JA0296:UTM  16      -  GREENWELL AZ MK                          071 15 44.3
 JA0296
 JA0296|---------------------------------------------------------------------|
 JA0296| PID    Reference Object                     Distance      Geod. Az  |
 JA0296|                                                           dddmmss.s |
 JA0296| JA0298 GREENWELL AZ MK                                    0713612.5 |
 JA0296| JA0362 GREENWELL RM 1                       10.004 METERS 17547     |
 JA0296| JA0295 GREENWELL RM 2                       11.762 METERS 26214     |
 JA0296|---------------------------------------------------------------------|
 JA0296
 JA0296                          SUPERSEDED SURVEY CONTROL
 JA0296
 JA0296  NAD 83(1986)-  38 01 21.57903(N)    086 26 46.09914(W) AD(       ) 3
 JA0296  NAD 27      -  38 01 21.35200(N)    086 26 46.16400(W) AD(       ) 3
 JA0296  NGVD 29 (??/??/92)  205.008  (m)          672.60   (f) ADJ UNCH    1 2
 JA0296
 JA0296.Superseded values are not recommended for survey control.
 JA0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0296.See file dsdata.txt to determine how the superseded data were derived.
 JA0296
 JA0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4861308474(NAD 83)
 JA0296_MARKER: DS = TRIANGULATION STATION DISK
 JA0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0296_STAMPING: GREENWELL 1950
 JA0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0296+STABILITY: SURFACE MOTION
 JA0296
 JA0296  HISTORY     - Date     Condition        Report By
 JA0296  HISTORY     - 1950     MONUMENTED       CGS
 JA0296  HISTORY     - 1953     GOOD             CGS
 JA0296  HISTORY     - 1953     GOOD             NGS
 JA0296
 JA0296                          STATION DESCRIPTION
 JA0296
 JA0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 JA0296'STATION IS LOCATED ABOUT 17 MILES NORTH OF HARDINSBURG, ABOUT 7 MILES
 JA0296'NORTHWEST OF PAYNEVILLE AND ABOUT 6 MILES NORTHEAST OF UNION
 JA0296'STAR. IT IS 37 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF FRAME HOUSE,
 JA0296'9 FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET EAST OF A
 JA0296'FENCELINE. THE MARK IS FLUSH AND THE DISK IS STAMPED GREENWELL 1950.
 JA0296'
 JA0296'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF THE NORTHEAST CORNER OF BARN.
 JA0296'THE MARK IS FLUSH AND THE DISK IS STAMPED GREENWELL NO 1
 JA0296'1950.
 JA0296'
 JA0296'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE SOUTHEAST CORNER OF
 JA0296'FRAME HOUSE AND 1 FOOT NORTH OF A FENCELINE. THE MARK IS FLUSH
 JA0296'AND THE DISK IS STAMPED GREENWELL NO 2 1950.
 JA0296'
 JA0296'AZIMUTH MARK IS 48 FEET NORTHEAST OF THE INTERSECTION OF STATE
 JA0296'HIGHWAYS NO. 64 AND NO 259 AND 2 FEET NORTHWEST OF A WHITE
 JA0296'WITNESS POST. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA0296'GREENWELL 1950.
 JA0296'
 JA0296'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 64 AND
 JA0296'NO. 259 WHICH IS ABOUT 6 MILES NORTHEAST OF UNION STAR, GO
 JA0296'SOUTHWEST ON STATE HIGHWAY NO. 259 FOR 0.4 MILE TO A DRIVEWAY ON THE
 JA0296'LEFT, TURN LEFT INTO DRIVEWAY AND GO 0.05 MILE TO THE SOUTHEAST
 JA0296'CORNER OF HOUSE AND THE STATION AS DESCRIBED.
 JA0296'
 JA0296'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA0296
 JA0296                          STATION RECOVERY (1953)
 JA0296
 JA0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CS)
 JA0296'STATION IS LOCATED ABOUT 17 MILES NORTH OF HARDINSBURG, ABOUT 7 MILES
 JA0296'NORTHWEST OF PAYNEVILLE, ABOUT 1 MILE EAST OF M MOOLEYVILLE, ABOUT
 JA0296'0.7 MILE EAST ALONG STATE HIGHWAY 259 FROM THE MEADE-BRECKINRIDGE
 JA0296'COUNTY LINE, ABOUT 0.35 MILE WEST OF THE JUNCTION OF STATE
 JA0296'HIGHWAYS 259 AND 64, ABOUT 0.35 MILE SOUTH ALONG HIGHWAY 64 FROM ST.
 JA0296'THERESA ACADEMY, THENCE ABOUT 0.35 MILE WEST ALONG HIGHWAY 259,
 JA0296'AT THE TOP OF THE FIRST HILL WEST OF JUNCTION OF HIGHWAYS 259 AND 64,
 JA0296'ABOUT 100 YARDS SOUTHEAST OF THE TOP OF GRADE ON HIGHWAY, AT FARM
 JA0296'BUILDINGS AND RESIDENCE OF MR. GREENWELL, 37 FEET SOUTHEAST OF
 JA0296'SOUTHEAST CORNER OF HOUSE, 3 FEET EAST OF A FENCE LINE, 9-1/2 FEET
 JA0296'SOUTH OF A WHITE WOODEN WITNESS POST, IN THE TOP OF A CONCRETE
 JA0296'POST ABOUT 2 INCHES BELOW GROUND AND STAMPED GREENWELL 1950.
 JA0296'
 JA0296'REFERENCE MARK NO. 1 IS 32.78 FEET 9.992 METERS SOUTH OF THE STATION
 JA0296'MARK, 1-1/2 FEET NORTH OF THE NORTHEAST CORNER OF A SHED, IN THE
 JA0296'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND AND STAMPED GREENWELL
 JA0296'NO. 1 1950.
 JA0296'
 JA0296'REFERENCE MARK NO. 2 IS 38.49 FEET 11.734 METERS WEST OF THE STATION,
 JA0296'IN A CHICKEN PEN, 30 FEET SOUTH OF SOUTHEAST CORNER OF FARM
 JA0296'HOUSE, IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND AND
 JA0296'STAMPED GREENWELL NO 2 1950.
 JA0296'
 JA0296'AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, AT THE JUNCTION
 JA0296'OF HIGHWAYS 64 AND 259, AT WEST EDGE OF A HAY FIELD, 21 FEET
 JA0296'EAST OF CENTER LINE OF HIGHWAY 64, 8 FEET NORTH OF EXTENDED CENTER
 JA0296'LINE OF HIGHWAY 259 LEADING WEST, 2-1/2 FEET NORTH OF A WHITE
 JA0296'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY, IN THE TOP
 JA0296'OF A CONCRETE POST PROJECTING 4 INCHES AND STAMPED GREENWELL
 JA0296'1950.
 JA0296'
 JA0296'TO REACH THE STATION FROM THE CROSSROADS AT MOOLEYVILLE, GO EAST
 JA0296'ALONG STATE HIGHWAY 259 FOR ABOUT 0.95 MILE TO THE TOP OF A HILL
 JA0296'AND GREENWELL FARM HOUSE AND STATION ON RIGHT, CONTINUE 0.35 MILE
 JA0296'EAST ALONG HIGHWAY 259 TO THE JUNCTION OF STATE HIGHWAY 64
 JA0296'AND THE AZIMUTH MARK AS DESCRIBED ABOVE.
 JA0296
 JA0296                          STATION RECOVERY (1953)
 JA0296
 JA0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 JA0296'1 MI E FROM MOOLEYVILLE.
 JA0296'0.95 MILE EAST ALONG STATE HIGHAY 259 FROM THE CROSSROADS AT
 JA0296'MOOLEYVILLE, ABOUT 0.35 MILE WEST OF THE T JUNCTION OF STATE
 JA0296'HIGHWAY 64, ABOUT 100 YARDS SOUTHEAST OF THE TOP OF A GRADE ON
 JA0296'HIGHWAY, AT FARM BUILDINGS AND RESIDENCE OF MR. GREENWELL, 37
 JA0296'FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, 3 FEET EAST OF A
 JA0296'FENCE LINE, 38 1/2 FEET EAST OF RM NO. 2, 33 FEET NORTH OF RM
 JA0296'NO. 1, 9 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND SET
 JA0296'IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW SURFACE OF
 JA0296'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0298 ***********************************************************************
 JA0298  DESIGNATION -  GREENWELL AZ MK
 JA0298  PID         -  JA0298
 JA0298  STATE/COUNTY-  KY/MEADE
 JA0298  USGS QUAD   -  ALTON (1993)
 JA0298
 JA0298                         *CURRENT SURVEY CONTROL
 JA0298  ___________________________________________________________________
 JA0298* NAD 83(1986)-  38 01 27.     (N)    086 26 25.     (W)     SCALED    
 JA0298* NAVD 88     -       190.166  (meters)     623.90   (feet)  ADJUSTED  
 JA0298  ___________________________________________________________________
 JA0298  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JA0298  DYNAMIC HT  -         190.029 (meters)     623.45  (feet)  COMP
 JA0298  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 JA0298
 JA0298  VERT ORDER  -  FIRST     CLASS II
 JA0298
 JA0298.The horizontal coordinates were scaled from a topographic map and have
 JA0298.an estimated accuracy of +/- 6 seconds.
 JA0298
 JA0298.The orthometric height was determined by differential leveling
 JA0298.and adjusted by the National Geodetic Survey in June 1991..
 JA0298
 JA0298.The geoid height was determined by GEOID03.
 JA0298
 JA0298.The dynamic height is computed by dividing the NAVD 88
 JA0298.geopotential number by the normal gravity value computed on the
 JA0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0298.degrees latitude (g = 980.6199 gals.).
 JA0298
 JA0298.The modeled gravity was interpolated from observed gravity values.
 JA0298
 JA0298;                    North         East    Units  Estimated Accuracy
 JA0298;SPC KY1Z     - 1,187,880.    1,439,400.      MT  (+/- 180 meters Scaled)
 JA0298
 JA0298                          SUPERSEDED SURVEY CONTROL
 JA0298
 JA0298  NGVD 29 (??/??/92)  190.267  (m)          624.23   (f) ADJ UNCH    1 2
 JA0298
 JA0298.Superseded values are not recommended for survey control.
 JA0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0298.See file dsdata.txt to determine how the superseded data were derived.
 JA0298
 JA0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH491086(NAD 83)
 JA0298_MARKER: DZ = AZIMUTH MARK DISK
 JA0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0298_STAMPING: GREENWELL 1950
 JA0298_MARK LOGO: CGS   
 JA0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0298+STABILITY: SURFACE MOTION
 JA0298
 JA0298  HISTORY     - Date     Condition        Report By
 JA0298  HISTORY     - 1950     MONUMENTED       CGS
 JA0298  HISTORY     - 1953     GOOD             NGS
 JA0298
 JA0298                          STATION DESCRIPTION
 JA0298
 JA0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JA0298'1.3 MI E FROM MOOLEYVILLE.
 JA0298'1.3 MILES EAST ALONG STATE HIGHWAY 259 FROM THE CROSSROADS AT
 JA0298'MOOLEYVILLE, AT THE T JUNCTION OF STATE HIGHWAY 64, ABOUT 0.35
 JA0298'MILE SOUTH ALONG HIGHWAY 64 FROM THE ENTRANCE TO ST. THERESA
 JA0298'ACADEMY, AT THE WEST EDGE OF A HAY FIELD, 21 FEET EAST OF CENTER
 JA0298'LINE OF HIGHWAY 64, 8 FEET NORTH OF EXTENDED CENTER LINE OF
 JA0298'HIGHWAY 259 LEADING WEST, 2 1/2 FEET NORTH OF A WHITE WOODEN
 JA0298'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF HIGHWAY AND SET
 JA0298'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0362 ***********************************************************************
 JA0362  DESIGNATION -  GREENWELL RM 1
 JA0362  PID         -  JA0362
 JA0362  STATE/COUNTY-  KY/MEADE
 JA0362  USGS QUAD   -  ALTON (1993)
 JA0362
 JA0362                         *CURRENT SURVEY CONTROL
 JA0362  ___________________________________________________________________
 JA0362* NAD 83(1986)-  38 01 21.     (N)    086 26 46.     (W)     SCALED    
 JA0362* NAVD 88     -       205.074  (meters)     672.81   (feet)  ADJUSTED  
 JA0362  ___________________________________________________________________
 JA0362  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JA0362  DYNAMIC HT  -         204.926 (meters)     672.33  (feet)  COMP
 JA0362  MODELED GRAV-     979,903.8   (mgal)                       NAVD 88
 JA0362
 JA0362  VERT ORDER  -  FIRST     CLASS II
 JA0362
 JA0362.The horizontal coordinates were scaled from a topographic map and have
 JA0362.an estimated accuracy of +/- 6 seconds.
 JA0362
 JA0362.The orthometric height was determined by differential leveling
 JA0362.and adjusted by the National Geodetic Survey in June 1991..
 JA0362
 JA0362.The geoid height was determined by GEOID03.
 JA0362
 JA0362.The dynamic height is computed by dividing the NAVD 88
 JA0362.geopotential number by the normal gravity value computed on the
 JA0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0362.degrees latitude (g = 980.6199 gals.).
 JA0362
 JA0362.The modeled gravity was interpolated from observed gravity values.
 JA0362
 JA0362;                    North         East    Units  Estimated Accuracy
 JA0362;SPC KY1Z     - 1,187,700.    1,438,880.      MT  (+/- 180 meters Scaled)
 JA0362
 JA0362                          SUPERSEDED SURVEY CONTROL
 JA0362
 JA0362  NGVD 29 (??/??/92)  205.175  (m)          673.14   (f) ADJ UNCH    1 2
 JA0362
 JA0362.Superseded values are not recommended for survey control.
 JA0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0362.See file dsdata.txt to determine how the superseded data were derived.
 JA0362
 JA0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH486084(NAD 83)
 JA0362_MARKER: DR = REFERENCE MARK DISK
 JA0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0362_STAMPING: GREENWELL NO 1 1950
 JA0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0362+STABILITY: SURFACE MOTION
 JA0362
 JA0362  HISTORY     - Date     Condition        Report By
 JA0362  HISTORY     - 1950     MONUMENTED       CGS
 JA0362  HISTORY     - 1953     GOOD             NGS
 JA0362
 JA0362                          STATION DESCRIPTION
 JA0362
 JA0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JA0362'1 MI E FROM MOOLEYVILLE.
 JA0362'0.95 MILE EAST ALONG STATE HIGHWAY 259 FROM THE CROSSROADS AT
 JA0362'MOOLEYVILLE, ABOUT 0.35 MILE WEST OF THE T JUNCTION OF STATE
 JA0362'HIGHWAY 64, ABOUT 100 YARDS SOUTHEAST OF THE TOP OF A GRADE ON
 JA0362'HIGHWAY, AT FARM BUILDINGS AND RESIDENCE OF MR. GREENWELL, 33
 JA0362'FEET SOUTH OF THE STATION MARK, 1 1/2 FEET NORTH OF NORTHEAST
 JA0362'CORNER OF A SHED, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 JA0362'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0295 ***********************************************************************
 JA0295  DESIGNATION -  GREENWELL RM 2
 JA0295  PID         -  JA0295
 JA0295  STATE/COUNTY-  KY/MEADE
 JA0295  USGS QUAD   -  ALTON (1993)
 JA0295
 JA0295                         *CURRENT SURVEY CONTROL
 JA0295  ___________________________________________________________________
 JA0295* NAD 83(1986)-  38 01 21.     (N)    086 26 46.     (W)     SCALED    
 JA0295* NAVD 88     -       205.853  (meters)     675.37   (feet)  ADJUSTED  
 JA0295  ___________________________________________________________________
 JA0295  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JA0295  DYNAMIC HT  -         205.704 (meters)     674.88  (feet)  COMP
 JA0295  MODELED GRAV-     979,903.8   (mgal)                       NAVD 88
 JA0295
 JA0295  VERT ORDER  -  FIRST     CLASS II
 JA0295
 JA0295.The horizontal coordinates were scaled from a topographic map and have
 JA0295.an estimated accuracy of +/- 6 seconds.
 JA0295
 JA0295.The orthometric height was determined by differential leveling
 JA0295.and adjusted by the National Geodetic Survey in June 1991..
 JA0295
 JA0295.The geoid height was determined by GEOID03.
 JA0295
 JA0295.The dynamic height is computed by dividing the NAVD 88
 JA0295.geopotential number by the normal gravity value computed on the
 JA0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0295.degrees latitude (g = 980.6199 gals.).
 JA0295
 JA0295.The modeled gravity was interpolated from observed gravity values.
 JA0295
 JA0295;                    North         East    Units  Estimated Accuracy
 JA0295;SPC KY1Z     - 1,187,700.    1,438,880.      MT  (+/- 180 meters Scaled)
 JA0295
 JA0295                          SUPERSEDED SURVEY CONTROL
 JA0295
 JA0295  NGVD 29 (??/??/92)  205.954  (m)          675.70   (f) ADJ UNCH    1 2
 JA0295
 JA0295.Superseded values are not recommended for survey control.
 JA0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0295.See file dsdata.txt to determine how the superseded data were derived.
 JA0295
 JA0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH486084(NAD 83)
 JA0295_MARKER: DR = REFERENCE MARK DISK
 JA0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0295_STAMPING: GREENWELL NO 2 1950
 JA0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0295+STABILITY: SURFACE MOTION
 JA0295
 JA0295  HISTORY     - Date     Condition        Report By
 JA0295  HISTORY     - 1950     MONUMENTED       CGS
 JA0295  HISTORY     - 1953     GOOD             NGS
 JA0295
 JA0295                          STATION DESCRIPTION
 JA0295
 JA0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JA0295'1 MI E FROM MOOLEYVILLE.
 JA0295'0.95 MILE EAST ALONG STATE HIGHWAY 259 FROM THE CROSSROADS AT
 JA0295'MOOLEYVILLE, ABOUT 0.35 MILE WEST OF THE T JUNCTION OF STATE
 JA0295'HIGHWAY 64, ABOUT 100 YARDS SOUTHEAST OF THE TOP OF A GRADE ON
 JA0295'HIGHWAY, AT FARM BUILDINGS AND RESIDENCE OF MR. GREENWELL, 30
 JA0295'FEET SOUTH OF SOUTHEAST CORNER OF FARM HOUSE, 38 1/2 FEET WEST
 JA0295'OF STATION MARK, IN CHICKEN PEN, AND SET IN THE TOP OF A CONCRETE
 JA0295'POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2377 ***********************************************************************
 HZ2377  DESIGNATION -  GREENWOOD
 HZ2377  PID         -  HZ2377
 HZ2377  STATE/COUNTY-  KY/PENDLETON
 HZ2377  USGS QUAD   -  DE MOSSVILLE (1981)
 HZ2377
 HZ2377                         *CURRENT SURVEY CONTROL
 HZ2377  ___________________________________________________________________
 HZ2377* NAD 83(1993)-  38 45 03.18690(N)    084 23 20.85561(W)     ADJUSTED  
 HZ2377* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 HZ2377  ___________________________________________________________________
 HZ2377  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HZ2377  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ2377
 HZ2377  HORZ ORDER  -  THIRD
 HZ2377
 HZ2377.The horizontal coordinates were established by classical geodetic methods
 HZ2377.and adjusted by the National Geodetic Survey in April 1998..
 HZ2377
 HZ2377.The orthometric height was scaled from a topographic map.
 HZ2377
 HZ2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2377
 HZ2377.The geoid height was determined by GEOID03.
 HZ2377
 HZ2377;                    North         East     Units Scale Factor Converg.
 HZ2377;SPC KY1Z     - 1,269,180.278 1,618,298.170   MT  1.00002139   +0 50 07.9
 HZ2377;SPC KY1Z     - 4,163,968.96  5,309,366.58   sFT  1.00002139   +0 50 07.9
 HZ2377;SPC KY N     -   138,855.898   487,906.135   MT  0.99997430   -0 05 11.6
 HZ2377;SPC KY N     -   455,563.06  1,600,738.71   sFT  0.99997430   -0 05 11.6
 HZ2377;UTM  16      - 4,292,369.638   726,887.894   MT  1.00023396   +1 38 05.8
 HZ2377
 HZ2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2377!SPC KY1Z     -   0.99996253  x   1.00002139  =   0.99998392
 HZ2377!SPC KY N     -   0.99996253  x   0.99997430  =   0.99993683
 HZ2377!UTM  16      -   0.99996253  x   1.00023396  =   1.00019648
 HZ2377
 HZ2377:                Primary Azimuth Mark                     Grid Az
 HZ2377:SPC KY1Z     -  WILLIAMSTOWN MUNICIPAL TANK              228 09 23.0
 HZ2377:SPC KY N     -  WILLIAMSTOWN MUNICIPAL TANK              229 04 42.5
 HZ2377:UTM  16      -  WILLIAMSTOWN MUNICIPAL TANK              227 21 25.1
 HZ2377
 HZ2377|---------------------------------------------------------------------|
 HZ2377| PID    Reference Object                     Distance      Geod. Az  |
 HZ2377|                                                           dddmmss.s |
 HZ2377| HZ2521 WILLIAMSTOWN MUNICIPAL TANK         APPROX.19.5 KM 2285930.9 |
 HZ2377| HZ2519 DRY RIDGE MUNICIPAL TANK            APPROX.19.1 KM 2471241.0 |
 HZ2377| DB9870 GREENWOOD RM 1                       30.471 METERS 26342     |
 HZ2377| DB9869 GREENWOOD AZ MK                                    3250105.4 |
 HZ2377| HZ2376 TT 49 M USGS 1949                    39.468 METERS 33755     |
 HZ2377|---------------------------------------------------------------------|
 HZ2377
 HZ2377                          SUPERSEDED SURVEY CONTROL
 HZ2377
 HZ2377  NAD 83(1993)-  38 45 03.18756(N)    084 23 20.85695(W) AD(       ) 3
 HZ2377  NAD 83(1986)-  38 45 03.19143(N)    084 23 20.86696(W) AD(       ) 3
 HZ2377  NAD 27      -  38 45 02.94400(N)    084 23 21.08100(W) AD(       ) 3
 HZ2377
 HZ2377.Superseded values are not recommended for survey control.
 HZ2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2377.See file dsdata.txt to determine how the superseded data were derived.
 HZ2377
 HZ2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2688892370(NAD 83)
 HZ2377_MARKER: DS = TRIANGULATION STATION DISK
 HZ2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2377
 HZ2377  HISTORY     - Date     Condition        Report By
 HZ2377  HISTORY     - 1949     MONUMENTED       CGS
 HZ2377
 HZ2377                          STATION DESCRIPTION
 HZ2377
 HZ2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2377'STATION IS LOCATED ABOUT 12 AIRLINE MILES NORTHEAST OF WILLIAMSTOWN
 HZ2377'AND 6 AIRLINE MILES NORTHWEST OF FALMOUTH ON PROPERTY OWNED BY MR.
 HZ2377'HEBERT BROWNFIELD.  IT IS 155 FEET EAST OF THE INTERSECTION OF STATE
 HZ2377'HIGHWAY NO.17 AND PAVED ROAD EAST, 85 FEET NORTHEAST OF THE CENTER
 HZ2377'OF STATE HIGHWAY NO.17, 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HZ2377'A STONE BUILDING AND 18 FEET NORTHWEST OF A WHITE WITNESS POST.
 HZ2377'THE MARK IS FLUSH AND THE DISK IS STAMPED GREENWOOD 1949.
 HZ2377'
 HZ2377'REFERENCE MARK NO.1 IS 44 FEET SOUTHEAST OF THE CENTER OF PAVED ROAD
 HZ2377'AND 35 FEET EAST OF THE CENTER OF STATE HIGHWAY NO.17.  THE MARK IS
 HZ2377'FLUSH AND THE DISK IS STAMPED GREENWOOD NO 1 1949.
 HZ2377'
 HZ2377'TT 49 M (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 172 FEET EAST
 HZ2377'OF THE INTERSECTION OF STATE HIGHWAY NO.17 AND PAVED ROAD EAST, 70
 HZ2377'FEET NORTHEAST OF THE NORTHEAST CORNER OF A STONE BUILDING AND 30
 HZ2377'FEET SOUTH OF THE CENTER OF A PAVED ROAD.
 HZ2377'
 HZ2377'THE MARK IS A 4X4 INCH CONCRETE POST WHICH PROJECTS 8 INCHES WITH A
 HZ2377'STANDARD USGS BENCH MARK BRONZE DISK ATOP STAMPED TT STA NO 49 M
 HZ2377'1928.
 HZ2377'
 HZ2377'AZIMUTH MARK IS 18 FEET EAST OF THE CENTER OF STATE HIGHWAY NO.17, 3
 HZ2377'FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 HZ2377'POWERLINE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HZ2377'GREENWOOD 1949.
 HZ2377'
 HZ2377'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO.22 AND
 HZ2377'U.S. HIGHWAY NO.27 IN FALMOUTH GO NORTH ON U.S. HIGHWAY NO.27 FOR 3.8
 HZ2377'MILES TO THE JUNCTION OF STATE HIGHWAY NO.17, TURN LEFT ON STATE
 HZ2377'HIGHWAY NO. 17 AND GO NORTHWEST FOR 2.7 MILES TO A PAVED ROAD RIGHT
 HZ2377'AND THE STATION IN THE SOUTHEAST ANGLE AS DESCRIBED, CONTINUE ON
 HZ2377'STATE HIGHWAY NO.17 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HZ2377'
 HZ2377'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2459 ***********************************************************************
 HY2459  DESIGNATION -  GREG
 HY2459  PID         -  HY2459
 HY2459  STATE/COUNTY-  KY/FLEMING
 HY2459  USGS QUAD   -  SHERBURNE (1975)
 HY2459
 HY2459                         *CURRENT SURVEY CONTROL
 HY2459  ___________________________________________________________________
 HY2459* NAD 83(1993)-  38 19 16.88254(N)    083 46 22.29285(W)     ADJUSTED  
 HY2459* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 HY2459  ___________________________________________________________________
 HY2459  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 HY2459  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HY2459
 HY2459  HORZ ORDER  -  SECOND
 HY2459
 HY2459.The horizontal coordinates were established by classical geodetic methods
 HY2459.and adjusted by the National Geodetic Survey in December 1995..
 HY2459
 HY2459.The orthometric height was scaled from a topographic map.
 HY2459
 HY2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2459
 HY2459.The geoid height was determined by GEOID03.
 HY2459
 HY2459;                    North         East     Units Scale Factor Converg.
 HY2459;SPC KY1Z     - 1,222,469.739 1,672,872.448   MT  0.99993502   +1 12 50.0
 HY2459;SPC KY1Z     - 4,010,719.47  5,488,415.69   sFT  0.99993502   +1 12 50.0
 HY2459;SPC KY N     -    91,275.926   541,723.284   MT  0.99996531   +0 17 48.5
 HY2459;SPC KY N     -   299,461.10  1,777,303.81   sFT  0.99996531   +0 17 48.5
 HY2459;UTM  17      - 4,245,109.875   257,594.494   MT  1.00032372   -1 43 12.7
 HY2459
 HY2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2459!SPC KY1Z     -   0.99995691  x   0.99993502  =   0.99989193
 HY2459!SPC KY N     -   0.99995691  x   0.99996531  =   0.99992222
 HY2459!UTM  17      -   0.99995691  x   1.00032372  =   1.00028061
 HY2459
 HY2459:                Primary Azimuth Mark                     Grid Az
 HY2459:SPC KY1Z     -  FLEMINGSBURG MUNICIPAL TANK              012 52 31.3
 HY2459:SPC KY N     -  FLEMINGSBURG MUNICIPAL TANK              013 47 32.8
 HY2459:UTM  17      -  FLEMINGSBURG MUNICIPAL TANK              015 48 34.0
 HY2459
 HY2459|---------------------------------------------------------------------|
 HY2459| PID    Reference Object                     Distance      Geod. Az  |
 HY2459|                                                           dddmmss.s |
 HY2459| HY2423 FLEMINGSBURG MUNICIPAL TANK         APPROX.11.5 KM 0140521.3 |
 HY2459| HY2460 GREGORY USGS 1954                    32.585 METERS 10209     |
 HY2459| DB9872 GREG RM 1                            22.252 METERS 20129     |
 HY2459| DB9871 GREG AZ MK                                         2812210.8 |
 HY2459| DB9873 GREG RM 2                            27.261 METERS 34335     |
 HY2459|---------------------------------------------------------------------|
 HY2459
 HY2459                          SUPERSEDED SURVEY CONTROL
 HY2459
 HY2459  NAD 83(1986)-  38 19 16.88933(N)    083 46 22.30026(W) AD(       ) 2
 HY2459  NAD 27      -  38 19 16.61000(N)    083 46 22.59100(W) AD(       ) 2
 HY2459
 HY2459.Superseded values are not recommended for survey control.
 HY2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2459.See file dsdata.txt to determine how the superseded data were derived.
 HY2459
 HY2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5759445110(NAD 83)
 HY2459_MARKER: DS = TRIANGULATION STATION DISK
 HY2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2459
 HY2459  HISTORY     - Date     Condition        Report By
 HY2459  HISTORY     - 1954     MONUMENTED       CGS
 HY2459
 HY2459                          STATION DESCRIPTION
 HY2459
 HY2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2459'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF SHERBURNE AND 2 MILES
 HY2459'SOUTHWEST OF TILTON ON THE WEST SIDE OF A PROMINENT HILL ON PROPERTY
 HY2459'OF MR. NATHAN GREGORY.  IT IS 106 FEET WEST OF THE HIGHEST POINT OF
 HY2459'THE HILL, 65 FEET SOUTH OF THE SOUTH EDGE OF A SMALL POND AND 16
 HY2459'FEET WEST OF A FENCE LINE AND WHITE WITNESS POST.  THE MARK PROJECTS
 HY2459'ABOUT 2 INCHES AND THE DISK IS STAMPED GREG 1954.
 HY2459'
 HY2459'REFERENCE MARK NO.1 IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 HY2459'STATION AND IS 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 2
 HY2459'INCHES AND THE DISK IS STAMPED GREG NO 1 1954.
 HY2459'
 HY2459'REFERENCE MARK NO.2 IS ON THE NORTHWEST SLOPE OF THE HILL ABOUT 10
 HY2459'FEET LOWER IN ELEVATION THAN THE STATION.  IT IS 35 FEET WEST OF THE
 HY2459'WEST EDGE OF THE POND, 31 FEET SOUTH OF A STONE FENCE AND 14 FEET
 HY2459'SOUTHEAST OF A 12 INCH ELM TREE.  THE MARK PROJECTS ABOUT 2 INCHES
 HY2459'AND THE DISK IS STAMPED GREG NO 1 1954.
 HY2459'
 HY2459'AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF STATE HIGHWAY 11, 6
 HY2459'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL SHED, 3 FEET SOUTH
 HY2459'OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK
 HY2459'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED GREG 1954.
 HY2459'
 HY2459'GREGORY (USGS) IS ON THE HIGHEST POINT OF THE HILL, 90 FEET EAST OF A
 HY2459'FENCE AND WHITE WITNESS POST.  THE MARK IS A 3-1/2 INCH IRON PIPE,
 HY2459'PROJECTING ABOUT 18 INCHES, SURROUNDED BY A PILE OF ROCKS WITH AN
 HY2459'UNSTAMPED U.S. GEOLOGICAL SURVEY TRIANGULATION STATION CAP RIVETED ON
 HY2459'THE TOP.
 HY2459'
 HY2459'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 697 AND 11
 HY2459'IN TILTON, GO SOUTHWEST ON HIGHWAY 11 FOR 1.95 MILES TO THE AZIMUTH
 HY2459'MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTH ON HIGHWAY 11 FOR
 HY2459'0.05 MILE TO A STORE ON THE LEFT AND A FARM LANE LEFT, TURN LEFT AND
 HY2459'GO EAST BETWEEN STORE AND A HOUSE TO GATE, PASS THROUGH GATE AND GO
 HY2459'EAST UP STEEP GRADE FOLLOWING FARM LANE FOR 0.4 MILE TO STATION
 HY2459'NEAR TOP OF HILL AS DESCRIBED.
 HY2459'
 HY2459'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2460 ***********************************************************************
 HY2460  DESIGNATION -  GREGORY USGS 1954
 HY2460  PID         -  HY2460
 HY2460  STATE/COUNTY-  KY/FLEMING
 HY2460  USGS QUAD   -  SHERBURNE (1975)
 HY2460
 HY2460                         *CURRENT SURVEY CONTROL
 HY2460  ___________________________________________________________________
 HY2460* NAD 83(1993)-  38 19 16.66005(N)    083 46 20.98147(W)     ADJUSTED  
 HY2460* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 HY2460  ___________________________________________________________________
 HY2460  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 HY2460  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HY2460
 HY2460  HORZ ORDER  -  SECOND
 HY2460
 HY2460.The horizontal coordinates were established by classical geodetic methods
 HY2460.and adjusted by the National Geodetic Survey in December 1995..
 HY2460
 HY2460.The orthometric height was scaled from a topographic map.
 HY2460
 HY2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2460
 HY2460.The geoid height was determined by GEOID03.
 HY2460
 HY2460;                    North         East     Units Scale Factor Converg.
 HY2460;SPC KY1Z     - 1,222,463.556 1,672,904.439   MT  0.99993502   +1 12 50.8
 HY2460;SPC KY1Z     - 4,010,699.18  5,488,520.65   sFT  0.99993502   +1 12 50.8
 HY2460;SPC KY N     -    91,269.231   541,755.173   MT  0.99996531   +0 17 49.3
 HY2460;SPC KY N     -   299,439.14  1,777,408.43   sFT  0.99996531   +0 17 49.3
 HY2460;UTM  17      - 4,245,102.059   257,626.139   MT  1.00032353   -1 43 11.9
 HY2460
 HY2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2460!SPC KY1Z     -   0.99995691  x   0.99993502  =   0.99989193
 HY2460!SPC KY N     -   0.99995691  x   0.99996531  =   0.99992222
 HY2460!UTM  17      -   0.99995691  x   1.00032353  =   1.00028042
 HY2460
 HY2460                          SUPERSEDED SURVEY CONTROL
 HY2460
 HY2460  NAD 83(1986)-  38 19 16.66684(N)    083 46 20.98889(W) AD(       ) 2
 HY2460  NAD 27      -  38 19 16.38700(N)    083 46 21.28000(W) AD(       ) 2
 HY2460
 HY2460.Superseded values are not recommended for survey control.
 HY2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2460.See file dsdata.txt to determine how the superseded data were derived.
 HY2460
 HY2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5762645102(NAD 83)
 HY2460_MARKER: P = PIPE CAP
 HY2460_SETTING: 0 = UNSPECIFIED SETTING
 HY2460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2460
 HY2460  HISTORY     - Date     Condition        Report By
 HY2460  HISTORY     - 1954     MONUMENTED       USGS
 HY2460
 HY2460                          STATION DESCRIPTION
 HY2460
 HY2460'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (ELJ)
 HY2460'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF SHERBURNE AND 2 MILES
 HY2460'SOUTHWEST OF TILTON, ON THE HIGHEST POINT OF A PROMINENT HILL ON
 HY2460'PROPERTY OF MR. NATHAN GREGORY.  IT IS 90 FEET EAST OF A FENCE AND
 HY2460'WHITE WITNESS POST.  THE MARK IS A 3-1/2 INCH IRON PIPE, PROJECTING
 HY2460'ABOUT 18 INCHES, SURROUNDED BY A PILE OF ROCKS AND HAS AN UNSTAMPED
 HY2460'U.S. GEOLOGICAL SURVEY TRIANGULATION STATION CAP RIVETED ON THE
 HY2460'TOP.
 HY2460'
 HY2460'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GREG 1954
 HY2460'THE DISTANCE IS 32.585 METERS (106.90 FEET) EAST OF STATION GREG.
 HY2460'
 HY2460'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 697 AND 11
 HY2460'IN TILTON, GO SOUTHWEST ON HIGHWAY 11 FOR 2.0 MILES TO A STORE ON THE
 HY2460'LEFT AND A FARM LANE LEFT, TURN LEFT AND GO EAST BETWEEN STORE AND A
 HY2460'HOUSE TO A GATE, PASS THROUGH GATE AND GO EAST UP STEEP GRADE
 HY2460'FOLLOWING FARM LANE FOR 0.4 MILE TO STATION AT HIGHEST POINT OF HILL
 HY2460'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2709 ***********************************************************************
 GC2709  DESIGNATION -  GRESHAM
 GC2709  PID         -  GC2709
 GC2709  STATE/COUNTY-  KY/TRIGG
 GC2709  USGS QUAD   -  CANTON (1982)
 GC2709
 GC2709                         *CURRENT SURVEY CONTROL
 GC2709  ___________________________________________________________________
 GC2709* NAD 83(1993)-  36 49 24.51729(N)    087 53 04.04802(W)     ADJUSTED  
 GC2709* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 GC2709  ___________________________________________________________________
 GC2709  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GC2709  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC2709
 GC2709  HORZ ORDER  -  SECOND
 GC2709
 GC2709.The horizontal coordinates were established by classical geodetic methods
 GC2709.and adjusted by the National Geodetic Survey in December 1995..
 GC2709
 GC2709.The orthometric height was scaled from a topographic map.
 GC2709
 GC2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2709
 GC2709.The geoid height was determined by GEOID03.
 GC2709
 GC2709;                    North         East     Units Scale Factor Converg.
 GC2709;SPC KY1Z     - 1,056,577.766 1,309,572.882   MT  1.00007231   -1 18 37.7
 GC2709;SPC KY1Z     - 3,466,455.55  4,296,490.36   sFT  1.00007231   -1 18 37.7
 GC2709;SPC KY S     -   556,544.060   309,589.130   MT  0.99998486   -1 17 40.1
 GC2709;SPC KY S     - 1,825,928.30  1,015,710.34   sFT  0.99998486   -1 17 40.1
 GC2709;SPC TN       -   277,913.393   431,868.300   MT  1.00009749   -1 06 11.7
 GC2709;SPC TN       -   911,787.52  1,416,887.91   sFT  1.00009749   -1 06 11.7
 GC2709;UTM  16      - 4,075,655.301   421,121.989   MT  0.99967665   -0 31 48.5
 GC2709
 GC2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2709!SPC KY1Z     -   0.99997491  x   1.00007231  =   1.00004722
 GC2709!SPC KY S     -   0.99997491  x   0.99998486  =   0.99995977
 GC2709!SPC TN       -   0.99997491  x   1.00009749  =   1.00007240
 GC2709!UTM  16      -   0.99997491  x   0.99967665  =   0.99965157
 GC2709
 GC2709|---------------------------------------------------------------------|
 GC2709| PID    Reference Object                     Distance      Geod. Az  |
 GC2709|                                                           dddmmss.s |
 GC2709| CG5922 GRESHAM RM 1                         36.756 METERS 01529     |
 GC2709| GC2706 CADIZ MUNICIPAL STANDPIPE           APPROX. 6.7 KM 0441304.0 |
 GC2709| CG5923 GRESHAM RM 2                         26.200 METERS 26038     |
 GC2709| CG5920 GRESHAM AZ MK                                      3095736.5 |
 GC2709| CG5921 GRESHAM AZ MK RESET                                3182611.0 |
 GC2709|---------------------------------------------------------------------|
 GC2709
 GC2709                          SUPERSEDED SURVEY CONTROL
 GC2709
 GC2709  NAD 83(1986)-  36 49 24.52594(N)    087 53 04.05116(W) AD(       ) 2
 GC2709  NAD 27      -  36 49 24.34100(N)    087 53 03.97900(W) AD(       ) 2
 GC2709
 GC2709.Superseded values are not recommended for survey control.
 GC2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2709.See file dsdata.txt to determine how the superseded data were derived.
 GC2709
 GC2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2112275655(NAD 83)
 GC2709_MARKER: DS = TRIANGULATION STATION DISK
 GC2709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2709_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2709
 GC2709  HISTORY     - Date     Condition        Report By
 GC2709  HISTORY     - 1934     MONUMENTED       CGS
 GC2709  HISTORY     - 1953     GOOD             CGS
 GC2709
 GC2709                          STATION DESCRIPTION
 GC2709
 GC2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2709'ABOUT 3.5 MILES SOUTHWEST OF CADIZ, IN FIELD OWNED BY J.W. GRESHAM.
 GC2709'TO REACH FROM COURTHOUSE IN CADIZ, FOLLOW ROUTE 68
 GC2709'SOUTHWEST 3.15 MILES TO DIRT SIDE ROAD, TURN RIGHT (WEST) AND
 GC2709'CONTINUE FOR 0.65 MILE TO MR. GRESHAMS HOME ON S SIDE OF
 GC2709'ROAD LOCALLY KNOWN AS GREEN HILL ROAD. STATION IS ABOUT 300 YARDS
 GC2709'BEHIND (SOUTH OF) GRESHAMS HOUSE, IN SOUTHEAST CORNER OF
 GC2709'FIELD, 15 FEET SOUTHEAST OF SOUTHEAST CORNER OF SMALL POND, 15 FEET
 GC2709'NORTHWEST OF INTERSECTION OF TWO FENCE LINES 20 FEET NORTH
 GC2709'OF ROW OF TREES, AND 34.6 FEET NORTHEAST OF 10-INCH HICKORY TREE
 GC2709'WITH TRIANGULAR BLAZE. SURFACE AND UNDERGROUND MARKS ARE
 GC2709'STANDARD STATION DISKS IN CONCRETE.
 GC2709'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 GC2709'NO.1 IS ALONG NORTH-AND-SOUTH FENCE LINE, 2 FEET
 GC2709'WEST OF FENCE, AND 120.59 FEET FROM STATION.
 GC2709'NO. 2 IS 35 FEET SOUTHWEST OF SOUTHWEST CORNER OF POND, 2
 GC2709'FEET NORTH OF EAST-AND-WEST WIRE FENCE LINE, AND 85.86 FEET FROM
 GC2709'STATION. AZIMUTH MARK IS IN FRONT YARD
 GC2709'OF HOME OF TERRY HALL, 0.05 MILE NORTH OF ROAD, 35 FEET SOUTH OF
 GC2709'SOUTHEAST CORNER OF PORCH, 21 FEET EAST OF GATE LEADING TO
 GC2709'HOUSE, 1.5 FEET NORTH OF FENCE, AND 0.6 MILE FROM STATION.
 GC2709
 GC2709                          STATION RECOVERY (1953)
 GC2709
 GC2709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2709'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2709'CONDITION. THE AZIMUTH MARK WAS DESTROYED AT THE REQUEST OF
 GC2709'THE PROPERTY OWNER AND A NEW AZIMUTH MARK WAS ESTABLISHED. THE
 GC2709'DIRECTIONS TO THE REFERENCE MARKS DID NOT CHECK. THE
 GC2709'DISTANCE TO REFERENCE MARK NO. 1 CHECKED BUT THE DISTANCE TO
 GC2709'REFERENCE MARK NO. 2 DID NOT CHECK.
 GC2709'
 GC2709'AZIMUTH MARK IS 22 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 GC2709'EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE. THE
 GC2709'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GRESHAM 1934
 GC2709'RESET 1953.  TO REACH THE AZIMUTH MARK FROM THE
 GC2709'STATION GO NORTH DOWN HILL THROUGH FIELD TO FARM HOUSE AND GRAVEL
 GC2709'ROAD. TURN LEFT ON GRAVEL ROAD AND GO WEST AND NORTH FOR
 GC2709'0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2709'
 GC2709'THE OLD DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 GC2709'
 GC2709'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2111 ***********************************************************************
 GC2111  DESIGNATION -  GRIFFIN
 GC2111  PID         -  GC2111
 GC2111  STATE/COUNTY-  KY/ALLEN
 GC2111  USGS QUAD   -  ALLEN SPRINGS (1979)
 GC2111
 GC2111                         *CURRENT SURVEY CONTROL
 GC2111  ___________________________________________________________________
 GC2111* NAD 83(1993)-  36 45 44.11082(N)    086 15 19.72073(W)     ADJUSTED  
 GC2111* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 GC2111  ___________________________________________________________________
 GC2111  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 GC2111  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GC2111
 GC2111  HORZ ORDER  -  FIRST
 GC2111
 GC2111.The horizontal coordinates were established by classical geodetic methods
 GC2111.and adjusted by the National Geodetic Survey in December 1995..
 GC2111
 GC2111.The orthometric height was scaled from a topographic map.
 GC2111
 GC2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2111
 GC2111.The geoid height was determined by GEOID03.
 GC2111
 GC2111;                    North         East     Units Scale Factor Converg.
 GC2111;SPC KY1Z     - 1,047,727.364 1,454,862.919   MT  1.00009229   -0 18 37.2
 GC2111;SPC KY1Z     - 3,437,418.86  4,773,162.76   sFT  1.00009229   -0 18 37.2
 GC2111;SPC KY S     -   547,719.565   454,867.310   MT  0.99999488   -0 18 23.6
 GC2111;SPC KY S     - 1,796,976.61  1,492,343.83   sFT  0.99999488   -0 18 23.6
 GC2111;SPC TN       -   269,529.561   577,187.083   MT  1.00007957   -0 08 58.4
 GC2111;SPC TN       -   884,281.57  1,893,654.62   sFT  1.00007957   -0 08 58.4
 GC2111;UTM  16      - 4,068,757.257   566,450.854   MT  0.99965440   +0 26 44.2
 GC2111
 GC2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2111!SPC KY1Z     -   0.99996627  x   1.00009229  =   1.00005856
 GC2111!SPC KY S     -   0.99996627  x   0.99999488  =   0.99996115
 GC2111!SPC TN       -   0.99996627  x   1.00007957  =   1.00004584
 GC2111!UTM  16      -   0.99996627  x   0.99965440  =   0.99962068
 GC2111
 GC2111|---------------------------------------------------------------------|
 GC2111| PID    Reference Object                     Distance      Geod. Az  |
 GC2111|                                                           dddmmss.s |
 GC2111| CG5926 GRIFFIN RM 1                         23.894 METERS 03244     |
 GC2111| GC2071 SCOTTSVILLE ALLEN CO CTHSE          APPROX. 5.9 KM 0994239.4 |
 GC2111| GC2092 SCOTTSVILLE MUN STANDPIPE           APPROX. 7.1 KM 1023443.2 |
 GC2111| CG5925 GRIFFIN AZ MK RESET                                1065639.2 |
 GC2111| CG5924 GRIFFIN AZ MK                                      1071031.2 |
 GC2111| CG5927 GRIFFIN RM 2                         22.595 METERS 29758     |
 GC2111|---------------------------------------------------------------------|
 GC2111
 GC2111                          SUPERSEDED SURVEY CONTROL
 GC2111
 GC2111  NAD 83(1986)-  36 45 44.12025(N)    086 15 19.72551(W) AD(       ) 1
 GC2111  NAD 27      -  36 45 43.96700(N)    086 15 19.76600(W) AD(       ) 1
 GC2111
 GC2111.Superseded values are not recommended for survey control.
 GC2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2111.See file dsdata.txt to determine how the superseded data were derived.
 GC2111
 GC2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6645168757(NAD 83)
 GC2111_MARKER: DS = TRIANGULATION STATION DISK
 GC2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2111_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2111
 GC2111  HISTORY     - Date     Condition        Report By
 GC2111  HISTORY     - 1933     MONUMENTED       CGS
 GC2111  HISTORY     - 1950     GOOD             CGS
 GC2111
 GC2111                          STATION DESCRIPTION
 GC2111
 GC2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2111'ABOUT 3-1/2 MILES (AIRLINE) WEST BY NORTH OF SCOTTSVILLE, 3-1/4 MILES
 GC2111'SOUTHEAST OF HALFWAY POST OFFICE, AND ON TIMBERED KNOB OWNED BY JOHN
 GC2111'GRIFFEN, 32 FEET EAST OF 21-INCH BLAZED OAK TREE AND 32 FEET NORTH OF
 GC2111'30-INCH BLAZED OAK TREE, AND PROJECTS 7 INCHES.
 GC2111'
 GC2111'TO REACH FROM PARK IN BOWLING GREEN, FOLLOW STATE HIGHWAY 71
 GC2111'SOUTHEAST FOR 17.4 MILES TO HALFWAY POST OFFICE, CONTINUE STRAIGHT
 GC2111'AHEAD 3.7 MILES TO FARM ROAD TO RIGHT AND TWO MAIL BOXES ON LEFT
 GC2111'SUPPORTED ON END OF 10-FOOT HORIZONTAL POLE, TURN RIGHT ONTO FARM
 GC2111'ROAD, GO 0.3 MILE TO FORKS, TURN ONTO RIGHT FORK, GO 0.5 MILE TO NEW
 GC2111'BARN IN FARMYARD, TURN RIGHT AROUND BARN, GO THROUGH GATE, AND
 GC2111'FOLLOW WOODS ROAD NORTH 0.3 MILE ALONG WEST SIDE OF RAIL FENCE UP
 GC2111'HILL TO STATION SITE.
 GC2111'
 GC2111'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GC2111'DISKS SET IN CONCRETE.
 GC2111'
 GC2111'REFERENCE MARK NO. 1, PROJECTS 9 INCHES, IS ON TOP OF KNOLL, ABOUT 35
 GC2111'FEET EAST OF 24-INCH BLAZED OAK TREE, AND 78.39 FEET FROM STATION
 GC2111'IN AZIMUTH 212 DEG. 45 MIN. REFERENCE MARK NO.2, PROJECTS 5 INCHES,
 GC2111'IS A LITTLE DOWN SLOPE TO NORTHWEST, 19.5 FEET SOUTH OF
 GC2111'36-INCH WHITE OAK TREE, AND 74.40 FEET FROM STATION IN AZIMUTH 118
 GC2111'DEG 01 MIN.
 GC2111'
 GC2111'AZIMUTH MARK, PROJECTING 6 INCHES, IS 0.3 MILE SOUTHWEST OF STATE
 GC2111'HIGHWAY 71, 120 FEET NORTHEAST OF FORKS, 6 FEET NORTHWEST OF
 GC2111'CENTER LINE OF FARM ROAD, IN FENCE LINE, AND APPROXIMATELY 0.3 MILE
 GC2111'FROM STATION IN AZIMUTH 287 DEG 10 MIN 31 SEC.
 GC2111
 GC2111                          STATION RECOVERY (1950)
 GC2111
 GC2111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2111'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GC2111'GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAS BEEN DESTROYED. A
 GC2111'NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME BY THIS PARTY. DISTANCE
 GC2111'AND DIRECTION TO REFERENCE MARK NO.2 FAILED TO CHECK, AS NOTED.
 GC2111'A NEW DESCRIPTION FOLLOWS.
 GC2111'
 GC2111'STATION IS LOCATED ABOUT 14 MILES NORTH OF WESTMORELAND AND 4 MILES
 GC2111'WEST OF SCOTTSVILLE ON TOP OF A SMALL KNOLL WHICH IS ON THE PROPERTY
 GC2111'OF ALEC THOMPSON. IT IS ABOUT 40 FEET SOUTH OF THE HIGHEST POINT OF
 GC2111'KNOLL AND 6 FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS
 GC2111'ABOUT 8 INCHES AND THE DISK IS STAMPED GRIFFIN 1933.
 GC2111'
 GC2111'REFERENCE MARK NO.1 IS 78.39 FEET NORTHEAST OF STATION AND 35 FEET
 GC2111'EAST OF A 26-INCH OAK TREE. THE MARK PROJECTS ABOUT 6 INCHES AND THE
 GC2111'DISK IS STAMPED GRIFFIN NO 1 1933.
 GC2111'
 GC2111'REFERENCE MARK NO.2 IS 74.13 FEET NORTHWEST OF STATION AND 30 FEET
 GC2111'SOUTH OF A 36-INCH OAK TREE. THE MARK PROJECTS ABOUT 6 INCHES AND
 GC2111'THE DISK IS STAMPED GRIFFIN NO 2 1933.
 GC2111'
 GC2111'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE EAST OF STATION, 13 FEET WEST
 GC2111'OF CENTER OF A GRAVEL ROAD, 3 FEET SOUTH OF A TELEPHONE POLE
 GC2111'AND 2 FEET WEST OF A WHITE WITNESS POST.
 GC2111'
 GC2111'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GRIFFIN 1933
 GC2111'RESET 1950.
 GC2111'
 GC2111'TO REACH STATION FROM THE NORTH SIDE OF THE COURTHOUSE SQUARE IN
 GC2111'SCOTTSVILLE, GO NORTH ON STATE HIGHWAYS 101 AND 71 FOR 0.05 MILE TO
 GC2111'T ROAD LEFT, TURN LEFT ON HIGHWAY 71 AND GO WEST FOR 3.45 MILES TO A
 GC2111'GRAVEL T ROAD LEFT, TURN LEFT AND FOLLOW MAIN GRAVEL ROAD FOR
 GC2111'0.3 MILE TO THE AZIMUTH MARK ON RIGHT NEAR TELEPHONE POLE AS
 GC2111'DESCRIBED, CONTINUE AHEAD ON GRAVEL ROAD NORTH AND WEST FOR 0.4
 GC2111'MILE TO WHERE ROAD MAKES A SLIGHT CURVE TO THE LEFT, AND END OF TRUCK
 GC2111'TRAVEL. FROM HERE PACK UP TO THE TOP OF A SMALL KNOLL TO THE NORTH
 GC2111'AND STATION NEAR HIGHEST POINT AS DESCRIBED.
 GC2111'
 GC2111'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1536 ***********************************************************************
 HA1536  DESIGNATION -  GRINDSTONE
 HA1536  PID         -  HA1536
 HA1536  STATE/COUNTY-  KY/MCLEAN
 HA1536  USGS QUAD   -  GLENVILLE (1972)
 HA1536
 HA1536                         *CURRENT SURVEY CONTROL
 HA1536  ___________________________________________________________________
 HA1536* NAD 83(1993)-  37 34 50.86773(N)    087 14 45.86357(W)     ADJUSTED  
 HA1536* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 HA1536  ___________________________________________________________________
 HA1536  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 HA1536  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HA1536
 HA1536  HORZ ORDER  -  SECOND
 HA1536
 HA1536.The horizontal coordinates were established by classical geodetic methods
 HA1536.and adjusted by the National Geodetic Survey in December 1995..
 HA1536
 HA1536.The orthometric height was scaled from a topographic map.
 HA1536
 HA1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1536
 HA1536.The geoid height was determined by GEOID03.
 HA1536
 HA1536;                    North         East     Units Scale Factor Converg.
 HA1536;SPC KY1Z     - 1,139,505.897 1,367,868.208   MT  0.99991818   -0 55 06.7
 HA1536;SPC KY1Z     - 3,738,528.93  4,487,747.61   sFT  0.99991818   -0 55 06.7
 HA1536;SPC KY S     -   639,483.927   367,863.253   MT  0.99995464   -0 54 26.3
 HA1536;SPC KY S     - 2,098,040.18  1,206,898.02   sFT  0.99995464   -0 54 26.3
 HA1536;UTM  16      - 4,159,333.645   478,273.011   MT  0.99960581   -0 09 00.3
 HA1536
 HA1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1536!SPC KY1Z     -   0.99997608  x   0.99991818  =   0.99989427
 HA1536!SPC KY S     -   0.99997608  x   0.99995464  =   0.99993073
 HA1536!UTM  16      -   0.99997608  x   0.99960581  =   0.99958190
 HA1536
 HA1536:                Primary Azimuth Mark                     Grid Az
 HA1536:SPC KY1Z     -  LIVERMORE MUNICIPAL TANK                 137 30 59.9
 HA1536:SPC KY S     -  LIVERMORE MUNICIPAL TANK                 137 30 19.5
 HA1536:UTM  16      -  LIVERMORE MUNICIPAL TANK                 136 44 53.5
 HA1536
 HA1536|---------------------------------------------------------------------|
 HA1536| PID    Reference Object                     Distance      Geod. Az  |
 HA1536|                                                           dddmmss.s |
 HA1536| HA1561 LIVERMORE MUNICIPAL TANK            APPROX.13.9 KM 1363553.2 |
 HA1536| CG7941 GRINDSTONE AZ MK                                   1624413.4 |
 HA1536| CG7942 GRINDSTONE RM 1                      17.499 METERS 23113     |
 HA1536| CG7943 GRINDSTONE RM 2                      18.099 METERS 31233     |
 HA1536|---------------------------------------------------------------------|
 HA1536
 HA1536                          SUPERSEDED SURVEY CONTROL
 HA1536
 HA1536  NAD 83(1986)-  37 34 50.87699(N)    087 14 45.86743(W) AD(       ) 2
 HA1536  NAD 27      -  37 34 50.70800(N)    087 14 45.87100(W) AD(       ) 2
 HA1536
 HA1536.Superseded values are not recommended for survey control.
 HA1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1536.See file dsdata.txt to determine how the superseded data were derived.
 HA1536
 HA1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG7827359334(NAD 83)
 HA1536_MARKER: DH = HORIZONTAL CONTROL DISK
 HA1536_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA1536_SP_SET: PREFABRICATED CONCRETE POST
 HA1536
 HA1536  HISTORY     - Date     Condition        Report By
 HA1536  HISTORY     - 1952     MONUMENTED       CGS
 HA1536
 HA1536                          STATION DESCRIPTION
 HA1536
 HA1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1536'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF CALHOUN ON PROPERTY
 HA1536'OWNED BY MRS. PEARL ASHTON.  IT IS ON THE NORTHWEST END OF A
 HA1536'WOODED RIDGE, 21 FEET SOUTHWEST OF A QUADRUPLE OAK TREE AND 4 FEET
 HA1536'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS A 6 INCH CAST
 HA1536'IRON PIPE FILLED WITH CONCRETE AND PROJECTS 4 INCHES WITH A STANDARD
 HA1536'TRIANGULATION STATION MARK DISK SET IN THE TOP STAMPED---GRINDSTONE
 HA1536'1952---.
 HA1536'
 HA1536'REFERENCE MARK NO. 1 IS ON THE SOUTHWEST SLOPE OF RIDGE AND IS 28
 HA1536'FEET SOUTHWEST OF A TRIPLE OAK TREE.  THE MARK IS A 4 INCH CAST
 HA1536'IRON PIPE FILLED WITH CONCRETE AND PROJECTS 2 INCHES WITH A STANDARD
 HA1536'TRIANGULATION REFERENCE MARK DISK SET IN THE TOP STAMPED---GRINDSTONE
 HA1536'NO 1 1952---.
 HA1536'
 HA1536'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE RIDGE.  THE MARK IS A
 HA1536'4 INCH CAST IRON PIPE FILLED WITH CONCRETE AND PROJECTS 3 INCHES
 HA1536'WITH A STANDARD TRIANGULATION REFERENCE MARK DISK SET IN THE TOP
 HA1536'STAMPED---GRINDSTONE NO. 2 1952---.
 HA1536'
 HA1536'AZIMUTH MARK IS 24 FEET NORTHWEST OF THE CENTER OF PAVED ROAD, 2 FEET
 HA1536'NORTHEAST OF A WHITE WITNESS POST AND IN A FENCELINE.  THE
 HA1536'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED---GRINDSTONE 1952---.
 HA1536'
 HA1536'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 136 AND 81
 HA1536'IN THE NORTH EDGE OF CALHOUN, GO NORTH ON STATE HIGHWAY 81 FOR
 HA1536'1.55 MILES TO AN OLD BLACK TOP ROAD LEFT, TURN LEFT AND GO 0.35 MILE
 HA1536'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.2 MILE TO DIRT
 HA1536'SIDE ROAD LEFT, TURN LEFT ON DIRT ROAD AND GO 0.45 MILE TO TOP OF
 HA1536'GRADE AND A T-ROAD INTERSECTION, TURN LEFT AND GO 0.15 MILE TO
 HA1536'A T-ROAD INTERSECTION AND MRS. PEARL ASHTONS HOUSE STRAIGHT AHEAD,
 HA1536'TURN RIGHT AND PASS THROUGH BARN YARD AND CONTINUE NORTHWEST ON
 HA1536'A FARM ROAD FOR ABOUT 0.2 MILE TO WHERE ROAD FORKS, TAKE LEFT
 HA1536'ROAD AND GO ABOUT 0.1 MILE TO A PIPE LINE AND END OF TRUCK TRAVEL.
 HA1536'FROM THIS POINT PACK NORTHWEST UP HILL TO TOP OF RIDGE THENCE
 HA1536'CONTINUE NORTHWEST ON RIDGE TO THE NORTHWEST END OF RIDGE AND THE
 HA1536'STATION AS DESCRIBED.  (10 MINUTE PACK.)
 HA1536'
 HA1536'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3495 ***********************************************************************
 GA3495  DESIGNATION -  GROSS
 GA3495  PID         -  GA3495
 GA3495  STATE/COUNTY-  KY/HARLAN
 GA3495  USGS QUAD   -  WALLINS CREEK (1974)
 GA3495
 GA3495                         *CURRENT SURVEY CONTROL
 GA3495  ___________________________________________________________________
 GA3495* NAD 83(1993)-  36 52 14.66088(N)    083 24 53.58352(W)     ADJUSTED  
 GA3495* NAVD 88     -       842.     (meters)    2762.     (feet)  SCALED    
 GA3495  ___________________________________________________________________
 GA3495  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 GA3495  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA3495
 GA3495  HORZ ORDER  -  THIRD
 GA3495
 GA3495.The horizontal coordinates were established by classical geodetic methods
 GA3495.and adjusted by the National Geodetic Survey in December 1995..
 GA3495
 GA3495.The orthometric height was scaled from a topographic map.
 GA3495
 GA3495.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3495
 GA3495.The geoid height was determined by GEOID03.
 GA3495
 GA3495;                    North         East     Units Scale Factor Converg.
 GA3495;SPC KY1Z     - 1,062,250.061 1,708,194.141   MT  1.00005765   +1 26 01.2
 GA3495;SPC KY1Z     - 3,485,065.41  5,604,300.28   sFT  1.00005765   +1 26 01.2
 GA3495;SPC KY S     -   562,210.685   708,178.066   MT  0.99997790   +1 24 58.2
 GA3495;SPC KY S     - 1,844,519.56  2,323,414.20   sFT  0.99997790   +1 24 58.2
 GA3495;UTM  17      - 4,083,255.841   284,751.916   MT  1.00017082   -1 26 58.3
 GA3495
 GA3495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3495!SPC KY1Z     -   0.99987272  x   1.00005765  =   0.99993036
 GA3495!SPC KY S     -   0.99987272  x   0.99997790  =   0.99985062
 GA3495!UTM  17      -   0.99987272  x   1.00017082  =   1.00004352
 GA3495
 GA3495|---------------------------------------------------------------------|
 GA3495| PID    Reference Object                     Distance      Geod. Az  |
 GA3495|                                                           dddmmss.s |
 GA3495| DB9874 GROSS RM 1                            6.715 METERS 10410     |
 GA3495| DB9876 GROSS RM 3                            3.428 METERS 14411     |
 GA3495| GA3494 GROSS KNOB LOOKOUT TOWER             16.448 METERS 25504     |
 GA3495| DB9875 GROSS RM 2                           15.953 METERS 25534     |
 GA3495| GA3498 SALT                                APPROX. 6.2 KM 2972333.4 |
 GA3495|---------------------------------------------------------------------|
 GA3495
 GA3495                          SUPERSEDED SURVEY CONTROL
 GA3495
 GA3495  NAD 83(1993)-  36 52 14.66523(N)    083 24 53.58469(W) AD(       ) 3
 GA3495  NAD 83(1986)-  36 52 14.66945(N)    083 24 53.58881(W) AD(       ) 3
 GA3495  NAD 27      -  36 52 14.36200(N)    083 24 53.91600(W) AD(       ) 3
 GA3495
 GA3495.Superseded values are not recommended for survey control.
 GA3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3495.See file dsdata.txt to determine how the superseded data were derived.
 GA3495
 GA3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8475283256(NAD 83)
 GA3495_MARKER: DS = TRIANGULATION STATION DISK
 GA3495_SETTING: 66 = SET IN ROCK OUTCROP
 GA3495
 GA3495  HISTORY     - Date     Condition        Report By
 GA3495  HISTORY     - 1950     MONUMENTED       CGS
 GA3495  HISTORY     - 1979     GOOD             NGS
 GA3495
 GA3495                          STATION DESCRIPTION
 GA3495
 GA3495'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3495'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF HARLAN AND 3 MILES
 GA3495'NORTH OF WALLINS ON
 GA3495'THE PINE MOUNTAIN RANGE NEAR THE GROSS KNOB LOOKOUT TOWER.
 GA3495'IT IS 46 FEET NORTHEAST OF
 GA3495'THE SOUTHEAST LEG OF THE LOOKOUT TOWER AND
 GA3495'46 FEET EAST OF THE NORTHEAST LEG OF THE
 GA3495'TOWER.  THE DISK IS SET IN A
 GA3495'DRILL HOLE IN BED ROCK ABOUT 8 INCHES BELOW THE SURFACE OF
 GA3495'THE GROUND AND IS
 GA3495'STAMPED GROSS 1950.
 GA3495'
 GA3495'REFERENCE MARK NO. 1 IS 20 FEET SOUTHWEST OF A 20 INCH WILD CHERRY
 GA3495'TREE.  THE DISK IS IN THE
 GA3495'EAST END OF THE BED ROCK FLUSH WITH THE GROUND AND
 GA3495'STAMPED GROSS NO 1 1950.
 GA3495'
 GA3495'REFERENCE MARK NO. 2 IS IN THE EAST CORNER OF THE LARGE CONCRETE STEP
 GA3495'OF THE LOOKOUT TOWER.
 GA3495'THE DISK IS SET IN A DRILL HOLE IN THE STEP AND
 GA3495'STAMPED GROSS NO 2 1950.
 GA3495'
 GA3495'NO AZIMUTH MARK SET.
 GA3495'
 GA3495'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 119 AND STATE
 GA3495'HIGHWAY 219 IN WALLINS WHICH
 GA3495'IS 8 MILES WEST OF HARLAN, GO NORTHEAST ON HIGHWAY
 GA3495'119 FOR 1.9 MILES TO A REVERSE FORK
 GA3495'LEFT, TURN LEFT AND GO UP HILL
 GA3495'FOR 0.3 MILE TO A BOARD GATE AND A HOUSE ON THE RIGHT,
 GA3495'PASS THROUGH
 GA3495'GATE AND FOLLOW MAIN ROAD FOR 1.6 MILES TO WHERE A STREAM CROSSES
 GA3495'ROAD, CONTINUE UP
 GA3495'HILL 1.1 MILE TO FIVE LARGE OAK TREES GROWING CLOSE
 GA3495'TOGETHER AND A DIAMOND BLAZED ON THE
 GA3495'FIRST ONE.  CONTINUE ABOUT 50
 GA3495'FEET TO A TRACK ROAD LEFT INTO THE WOODS, TURN LEFT AND
 GA3495'GO 0.6 MILE TO
 GA3495'THE TOP OF THE RIDGE AND THE LOOKOUT TOWER AND STATION AS
 GA3495'DESCRIBED.
 GA3495'
 GA3495'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GA3495
 GA3495                          STATION RECOVERY (1979)
 GA3495
 GA3495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GA3495'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 GA3495'CONDITION.  REFERENCE MARK 1 WAS FOUND SHEARED OFF AND THE DISK
 GA3495'GONE.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.  REFERENCE MARK 3 WAS
 GA3495'SET.  A NEW DESCRIPTION FOLLOWS.
 GA3495'
 GA3495'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF WALLINS, ON THE PINE
 GA3495'MOUNTAIN RANGE, NEAR THE GROSS LOOKOUT TOWER, ON THE PROPERTY OF
 GA3495'WOODROW AND BAILY BLANTON, STAR ROUTE BOX 185, WALLINS, KENTUCKY,
 GA3495'40873, 37 FEET W OF A 30 INCH OAK TREE, 10 FEET SOUTH OF THE NORTH
 GA3495'EDGE OF THE RIDGE, 46 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE
 GA3495'LOOKOUT TOWER, AND 46 FEET EAST OF THE NORTHEAST LEG OF THE
 GA3495'TOWER.  THE DISK IS SET IN A DRILL HOLE IN BEDROCK 6 INCHES
 GA3495'UNDERGROUND AND IS STAMPED---GROSS 1950---
 GA3495'
 GA3495'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119 AND STATE
 GA3495'219 AT WALLINS, GO NORTHEAST ON HIGHWAY 119 FOR 1.7 MILES TO A HOUSE
 GA3495'AND WOODS ROAD ON THE LEFT.  TURN LEFT ON THE WOODS ROAD FOR 0.7 MILE
 GA3495'TO A ROAD RIGHT.  KEEP LEFT AND CONTINUE FOR 0.2 MILE TO A CROSS
 GA3495'ROAD.  CONTINUE AHEAD FOR 1.05 MILES TO A FORK.  TAKE THE RIGHT FORK
 GA3495'FOR 0.8 MILE TO 5 LARGE CHESNUT OAK TREES ON THE RIGHT.  KEEP LEFT
 GA3495'FOR 0.55 MILE TO TOP OF MOUNTAIN, FIRE TOWER AND THE STATION.
 GA3495'
 GA3495'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---GROSS NO 2 1950---SET
 GA3495'N A DRILL HOLE IN THE TOP OF THE CONCRETE STEP NEAR THE CENTER OF THE
 GA3495'TOWER.
 GA3495'
 GA3495'REFERENCE MARK 3 IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, 33
 GA3495'FEET WEST OF THE OAK TREE AND IN THE CENTER OF THE TRACK ROAD.  THE
 GA3495'DISK IS STAMPED---GROSS 1950 NO 3 1979---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3494 ***********************************************************************
 GA3494  DESIGNATION -  GROSS KNOB LOOKOUT TOWER
 GA3494  PID         -  GA3494
 GA3494  STATE/COUNTY-  KY/HARLAN
 GA3494  USGS QUAD   -  WALLINS CREEK (1974)
 GA3494
 GA3494                         *CURRENT SURVEY CONTROL
 GA3494  ___________________________________________________________________
 GA3494* NAD 83(1993)-  36 52 14.52339(N)    083 24 54.22519(W)     ADJUSTED  
 GA3494* NAVD 88     -                                                        
 GA3494  ___________________________________________________________________
 GA3494  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 GA3494  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA3494
 GA3494  HORZ ORDER  -  THIRD
 GA3494
 GA3494.The horizontal coordinates were established by classical geodetic methods
 GA3494.and adjusted by the National Geodetic Survey in December 1995..
 GA3494
 GA3494
 GA3494.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3494
 GA3494.The geoid height was determined by GEOID03.
 GA3494
 GA3494;                    North         East     Units Scale Factor Converg.
 GA3494;SPC KY1Z     - 1,062,245.426 1,708,178.359   MT  1.00005766   +1 26 00.8
 GA3494;SPC KY1Z     - 3,485,050.20  5,604,248.50   sFT  1.00005766   +1 26 00.8
 GA3494;SPC KY S     -   562,206.055   708,162.284   MT  0.99997791   +1 24 57.8
 GA3494;SPC KY S     - 1,844,504.37  2,323,362.43   sFT  0.99997791   +1 24 57.8
 GA3494;UTM  17      - 4,083,252.005   284,735.919   MT  1.00017090   -1 26 58.6
 GA3494
 GA3494                          SUPERSEDED SURVEY CONTROL
 GA3494
 GA3494  NAD 83(1993)-  36 52 14.52773(N)    083 24 54.22637(W) AD(       ) 4
 GA3494  NAD 83(1986)-  36 52 14.53222(N)    083 24 54.23081(W) AD(       ) 4
 GA3494  NAD 27      -  36 52 14.22400(N)    083 24 54.55800(W) AD(       ) 3
 GA3494
 GA3494.Superseded values are not recommended for survey control.
 GA3494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3494.See file dsdata.txt to determine how the superseded data were derived.
 GA3494
 GA3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8473683252(NAD 83)
 GA3494_MARKER: 57 = LOOKOUT TOWER
 GA3494
 GA3494  HISTORY     - Date     Condition        Report By
 GA3494  HISTORY     - 1950     FIRST OBSERVED   CGS
 GA3494
 GA3494                          STATION DESCRIPTION
 GA3494
 GA3494'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3494'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF HARLAN AND 3 MILES
 GA3494'NORTH OF WALLINS
 GA3494'ON THE PINE MOUNTAIN RANGE.  IT IS A FOUR-LEGGED
 GA3494'STEEL STRUCTURE, PAINTED GREY WITH
 GA3494'A SQUARE LOOKOUT CAB ON THE TOP
 GA3494'AND IS ABOUT 100 FEET HIGH.  A TRAVERSE CONNECTION
 GA3494'WAS MADE FROM
 GA3494'TRIANGULATION STATION GROSS AND THE DISTANCE WAS FOUND TO BE 54.0
 GA3494'FEET (16.46
 GA3494'METERS).  THE POINT TRAVERSED TO AND OBSERVED UPON WAS
 GA3494'THE INTERSECTION OF THE BASE
 GA3494'OF THE TOWER.
 GA3494'
 GA3494'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 119 AND
 GA3494'STATE HIGHWAY 219 IN WALLINS
 GA3494'WHICH IS 8 MILES WEST OF HARLAN, GO NORTHEAST ON
 GA3494'HIGHWAY 119 FOR 1.9 MILES TO A
 GA3494'REVERSE FORK LEFT, TURN LEFT AND GO UP
 GA3494'HILL FOR 0.3 MILE TO A BOARD GATE AND A HOUSE ON
 GA3494'THE RIGHT, PASS
 GA3494'THROUGH GATE AND FOLLOW MAIN ROAD FOR 1.6 MILES TO WHERE STREAM
 GA3494'CROSSES ROAD,
 GA3494'CONTINUE UP HILL 1.1 MILES TO FIVE LARGE OAK TREES
 GA3494'GROWING TOGETHER AND A DIAMOND
 GA3494'BLAZED ON THE FIRST ONE.  CONTINUE
 GA3494'ABOUT 50 FEET TO A TRACK ROAD LEFT INTO WOODS,
 GA3494'TURN LEFT AND GO 0.6
 GA3494'MILE TO THE TOP OF THE RIDGE AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2455 ***********************************************************************
 HZ2455  DESIGNATION -  GROW
 HZ2455  PID         -  HZ2455
 HZ2455  STATE/COUNTY-  KY/OWEN
 HZ2455  USGS QUAD   -  NEW COLUMBUS (1978)
 HZ2455
 HZ2455                         *CURRENT SURVEY CONTROL
 HZ2455  ___________________________________________________________________
 HZ2455* NAD 83(1993)-  38 29 09.77829(N)    084 37 41.78383(W)     ADJUSTED  
 HZ2455* NAVD 88     -       292.55   (+/-2cm)     959.8    (feet)  VERTCON   
 HZ2455  ___________________________________________________________________
 HZ2455  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 HZ2455  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HZ2455
 HZ2455  HORZ ORDER  -  SECOND
 HZ2455  VERT ORDER  -  THIRD ? (See Below)
 HZ2455
 HZ2455.The horizontal coordinates were established by classical geodetic methods
 HZ2455.and adjusted by the National Geodetic Survey in December 1995..
 HZ2455
 HZ2455.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2455.The vertical order pertains to the NGVD 29 superseded value.
 HZ2455
 HZ2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2455
 HZ2455.The geoid height was determined by GEOID03.
 HZ2455
 HZ2455;                    North         East     Units Scale Factor Converg.
 HZ2455;SPC KY1Z     - 1,239,507.249 1,597,864.066   MT  0.99996146   +0 41 19.3
 HZ2455;SPC KY1Z     - 4,066,616.70  5,242,325.69   sFT  0.99996146   +0 41 19.3
 HZ2455;SPC KY N     -   109,516.582   466,997.154   MT  0.99996213   -0 14 07.1
 HZ2455;SPC KY N     -   359,305.65  1,532,139.83   sFT  0.99996213   -0 14 07.1
 HZ2455;UTM  16      - 4,262,410.788   706,862.862   MT  1.00012701   +1 28 35.4
 HZ2455
 HZ2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2455!SPC KY1Z     -   0.99995942  x   0.99996146  =   0.99992088
 HZ2455!SPC KY N     -   0.99995942  x   0.99996213  =   0.99992155
 HZ2455!UTM  16      -   0.99995942  x   1.00012701  =   1.00008642
 HZ2455
 HZ2455:                Primary Azimuth Mark                     Grid Az
 HZ2455:SPC KY1Z     -  GROW AZ MK                               004 36 16.7
 HZ2455:SPC KY N     -  GROW AZ MK                               005 31 43.1
 HZ2455:UTM  16      -  GROW AZ MK                               003 49 00.6
 HZ2455
 HZ2455|---------------------------------------------------------------------|
 HZ2455| PID    Reference Object                     Distance      Geod. Az  |
 HZ2455|                                                           dddmmss.s |
 HZ2455| DB9880 GROW AZ MK                                         0051736.0 |
 HZ2455| HZ2521 WILLIAMSTOWN MUNICIPAL TANK         APPROX.17.7 KM 0201701.4 |
 HZ2455| DB9882 GROW RM 2                            33.162 METERS 04619     |
 HZ2455| HZ2447 CORINTH BAPTIST CHURCH SPIRE        APPROX. 5.9 KM 0820541.5 |
 HZ2455| HZ2531 OWENTON OWEN CO CTHSE DOME          APPROX.19.1 KM 2870230.7 |
 HZ2455| HZ2527 OWENTON MUNICIPAL TANK              APPROX.18.8 KM 2871722.7 |
 HZ2455| DB9881 GROW RM 1                            48.930 METERS 29032     |
 HZ2455|---------------------------------------------------------------------|
 HZ2455
 HZ2455                          SUPERSEDED SURVEY CONTROL
 HZ2455
 HZ2455  NAD 83(1986)-  38 29 09.78248(N)    084 37 41.79289(W) AD(       ) 2
 HZ2455  NAD 27      -  38 29 09.53200(N)    084 37 41.99200(W) AD(       ) 2
 HZ2455  NGVD 29 (07/19/86)  292.72   (m)          960.4    (f) LEVELING    3  
 HZ2455
 HZ2455.Superseded values are not recommended for survey control.
 HZ2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2455.See file dsdata.txt to determine how the superseded data were derived.
 HZ2455
 HZ2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0686362411(NAD 83)
 HZ2455_MARKER: DS = TRIANGULATION STATION DISK
 HZ2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2455_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2455
 HZ2455  HISTORY     - Date     Condition        Report By
 HZ2455  HISTORY     - 1949     MONUMENTED       CGS
 HZ2455  HISTORY     - 1963     GOOD             CGS
 HZ2455
 HZ2455                          STATION DESCRIPTION
 HZ2455
 HZ2455'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2455'STATION IS LOCATED ABOUT 12 MILES SOUTH OF WILLIAMSTOWN, 11 MILES
 HZ2455'EAST OF OWENTON AND 4 MILES WEST OF CORINTH.  IT IS 22 FEET NORTH OF
 HZ2455'CENTER OF A NARROW GRAVEL ROAD, 10 FEET NORTH OF A FENCE LINE AND 10
 HZ2455'FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS ABOUT 6 INCHES UNDER
 HZ2455'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED GROW 1949.
 HZ2455'
 HZ2455'REFERENCE MARK NO.1 IS 30 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HZ2455'SMALL FRAME HOUSE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 HZ2455'STAMPED GROW NO 1 1949.
 HZ2455'
 HZ2455'REFERENCE MARK NO.2 IS 15 FEET NORTH OF CENTER OF A GRAVEL ROAD AND 2
 HZ2455'FEET WEST OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 2 INCHES AND
 HZ2455'THE DISK IS STAMPED GROW NO 2 1949.
 HZ2455'
 HZ2455'AZIMUTH MARK IS 30 FEET WEST OF CENTER OF STATE HIGHWAY 330, 5 FEET
 HZ2455'SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.
 HZ2455'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GROW 1949.
 HZ2455'
 HZ2455'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 HZ2455'HIGHWAY 330 IN CORINTH, GO WEST ON HIGHWAY 330 FOR 4.4 MILES TO A
 HZ2455'NARROW GRAVEL ROAD LEFT, TURN LEFT ON GRAVEL ROAD AND GO 0.1 MILE TO
 HZ2455'TOP OF SMALL KNOLL AND STATION ON RIGHT OR NORTH OF ROAD AS
 HZ2455'DESCRIBED.
 HZ2455'
 HZ2455'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD, NORTH, FOR 0.2
 HZ2455'MILE TO THE AZIMUTH MARK ON LEFT OR WEST OF HIGHWAY AS DESCRIBED.
 HZ2455'
 HZ2455'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HZ2455
 HZ2455                          STATION RECOVERY (1963)
 HZ2455
 HZ2455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HRW)
 HZ2455'LOCATED STATION AND R.M.
 HZ2455'N.E. CORNER OF HOUSE, 109 FT SW OF NS-EW FENCE CORNER.
 HZ2455'THE STATION AND RM WERE LOCATED 195.5 FT E OF NE CORNER OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2659 ***********************************************************************
 HZ2659  DESIGNATION -  GRW KDOT 13 38 1987
 HZ2659  PID         -  HZ2659
 HZ2659  STATE/COUNTY-  KY/FAYETTE
 HZ2659  USGS QUAD   -  GEORGETOWN (1993)
 HZ2659
 HZ2659                         *CURRENT SURVEY CONTROL
 HZ2659  ___________________________________________________________________
 HZ2659* NAD 83(1993)-  38 08 52.32124(N)    084 31 51.65128(W)     ADJUSTED  
 HZ2659* NAVD 88     -       277.64   (+/-2cm)     910.9    (feet)  VERTCON   
 HZ2659  ___________________________________________________________________
 HZ2659  X           -     478,679.039 (meters)                     COMP
 HZ2659  Y           -  -4,999,637.084 (meters)                     COMP
 HZ2659  Z           -   3,918,515.279 (meters)                     COMP
 HZ2659  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 HZ2659  ELLIP HEIGHT-         244.14  (meters)          (12/20/95) GPS OBS
 HZ2659  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ2659
 HZ2659  HORZ ORDER  -  FIRST
 HZ2659  VERT ORDER  -  THIRD ? (See Below)
 HZ2659  ELLP ORDER  -  FOURTH    CLASS I
 HZ2659
 HZ2659.The horizontal coordinates were established by GPS observations
 HZ2659.and adjusted by the National Geodetic Survey in December 1995..
 HZ2659
 HZ2659.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2659.The vertical order pertains to the NGVD 29 superseded value.
 HZ2659
 HZ2659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2659
 HZ2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2659
 HZ2659.The ellipsoidal height was determined by GPS observations
 HZ2659.and is referenced to NAD 83.
 HZ2659
 HZ2659.The geoid height was determined by GEOID03.
 HZ2659
 HZ2659;                    North         East     Units Scale Factor Converg.
 HZ2659;SPC KY1Z     - 1,202,080.174 1,606,839.181   MT  0.99991613   +0 44 54.3
 HZ2659;SPC KY1Z     - 3,943,824.70  5,271,771.55   sFT  0.99991613   +0 44 54.3
 HZ2659;SPC KY N     -    71,948.529   475,368.061   MT  0.99997753   -0 10 29.3
 HZ2659;SPC KY N     -   236,051.13  1,559,603.38   sFT  0.99997753   -0 10 29.3
 HZ2659;UTM  16      - 4,225,101.747   716,350.393   MT  1.00017651   +1 31 32.4
 HZ2659
 HZ2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2659!SPC KY1Z     -   0.99996169  x   0.99991613  =   0.99987783
 HZ2659!SPC KY N     -   0.99996169  x   0.99997753  =   0.99993922
 HZ2659!UTM  16      -   0.99996169  x   1.00017651  =   1.00013820
 HZ2659
 HZ2659                          SUPERSEDED SURVEY CONTROL
 HZ2659
 HZ2659  NAD 83(1986)-  38 08 52.32797(N)    084 31 51.65905(W) AD(       ) 1
 HZ2659  NGVD 29 (10/12/93)  277.80   (m)          911.4    (f) LEVELING    3  
 HZ2659
 HZ2659.Superseded values are not recommended for survey control.
 HZ2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2659.See file dsdata.txt to determine how the superseded data were derived.
 HZ2659
 HZ2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1635025102(NAD 83)
 HZ2659_MARKER: DD = SURVEY DISK
 HZ2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2659_SP_SET: CONCRETE POST
 HZ2659_STAMPING: 13-38
 HZ2659_MARK LOGO: KYDT  
 HZ2659_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2659+STABILITY: SURFACE MOTION
 HZ2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2659+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 HZ2659
 HZ2659  HISTORY     - Date     Condition        Report By
 HZ2659  HISTORY     - 1987     MONUMENTED       GRWAS
 HZ2659  HISTORY     - 19910813 GOOD
 HZ2659  HISTORY     - 20060724 GOOD             GRWAS
 HZ2659
 HZ2659                          STATION DESCRIPTION
 HZ2659
 HZ2659'DESCRIBED BY GRW AERIAL SURVEY 1987
 HZ2659'STATION IS LOCATED AT THE SOUTH WEST CORNER OF THE INTERSECTION OF THE
 HZ2659'SOUTH BOUND LANE OF I-75 AND IRONWORKS PIKE. STATION IS 22.6 FT
 HZ2659'(6.89 M) SOUTH WEST OF THE SOUTH WEST CORNER OF THE BRIDGE AND 4.6 FT
 HZ2659'(1.40 M) FROM THE END OF THE RUARD RAIL.
 HZ2659
 HZ2659                          STATION RECOVERY (1991)
 HZ2659
 HZ2659'RECOVERED 1991
 HZ2659'RECOVERED IN GOOD CONDITION.
 HZ2659
 HZ2659                          STATION RECOVERY (2006)
 HZ2659
 HZ2659'RECOVERY NOTE BY GRW AERIAL SURVEY 2006 (SG)
 HZ2659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7985 ***********************************************************************
 DG7985  CBN         -  This is a Cooperative Base Network Control Station.
 DG7985  DESIGNATION -  GRW NE
 DG7985  PID         -  DG7985
 DG7985  STATE/COUNTY-  KY/FAYETTE
 DG7985  USGS QUAD   -  LEXINGTON WEST (1993)
 DG7985
 DG7985                         *CURRENT SURVEY CONTROL
 DG7985  ___________________________________________________________________
 DG7985* NAD 83(1993)-  38 00 43.06565(N)    084 33 04.19780(W)     ADJUSTED  
 DG7985* NAVD 88     -       330.2    (meters)    1083.     (feet)  GPS OBS   
 DG7985  ___________________________________________________________________
 DG7985  X           -     477,808.019 (meters)                     COMP
 DG7985  Y           -  -5,009,108.819 (meters)                     COMP
 DG7985  Z           -   3,906,673.136 (meters)                     COMP
 DG7985  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 DG7985  ELLIP HEIGHT-         297.03  (meters)          (11/03/04) GPS OBS
 DG7985  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DG7985
 DG7985  HORZ ORDER  -  A
 DG7985  ELLP ORDER  -  THIRD     CLASS I
 DG7985
 DG7985.The horizontal coordinates were established by GPS observations
 DG7985.and adjusted by the National Geodetic Survey in November 2004..
 DG7985
 DG7985.The orthometric height was determined by GPS observations and a
 DG7985.high-resolution geoid model.
 DG7985
 DG7985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7985
 DG7985.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7985
 DG7985.The ellipsoidal height was determined by GPS observations
 DG7985.and is referenced to NAD 83.
 DG7985
 DG7985.The geoid height was determined by GEOID03.
 DG7985
 DG7985;                    North         East     Units Scale Factor Converg.
 DG7985;SPC KY1Z     - 1,186,974.767 1,605,266.819   MT  0.99990773   +0 44 09.7
 DG7985;SPC KY1Z     - 3,894,266.38  5,266,612.89   sFT  0.99990773   +0 44 09.7
 DG7985;SPC KY N     -    56,869.310   473,552.362   MT  0.99999345   -0 11 14.4
 DG7985;SPC KY N     -   186,578.73  1,553,646.37   sFT  0.99999345   -0 11 14.4
 DG7985;UTM  16      - 4,209,972.501   714,982.110   MT  1.00016926   +1 30 31.1
 DG7985
 DG7985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7985!SPC KY1Z     -   0.99995339  x   0.99990773  =   0.99986113
 DG7985!SPC KY N     -   0.99995339  x   0.99999345  =   0.99994684
 DG7985!UTM  16      -   0.99995339  x   1.00016926  =   1.00012265
 DG7985
 DG7985|---------------------------------------------------------------------|
 DG7985| PID    Reference Object                     Distance      Geod. Az  |
 DG7985|                                                           dddmmss.s |
 DG7985| DG7986 GRW SE                               32.215 METERS 24222     |
 DG7985|---------------------------------------------------------------------|
 DG7985
 DG7985                          SUPERSEDED SURVEY CONTROL
 DG7985
 DG7985.No superseded survey control is available for this station.
 DG7985
 DG7985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1498209973(NAD 83)
 DG7985_MARKER: DB = BENCH MARK DISK
 DG7985_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DG7985_SP_SET: SET ON ROOF OF LARGE BUILDING
 DG7985_STAMPING: GRW NE
 DG7985_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7985+STABILITY: POSITION/ELEVATION WELL
 DG7985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7985+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7985
 DG7985  HISTORY     - Date     Condition        Report By
 DG7985  HISTORY     - 20021112 MONUMENTED       GRWAS
 DG7985
 DG7985                          STATION DESCRIPTION
 DG7985
 DG7985'DESCRIBED BY GRW AERIAL SURVEY 2002 (CSM)
 DG7985'LOCATED IN FAYETTE CO., ON ROOF OF THE LEXINGTON OFFICE OF GRW AERIAL
 DG7985'SURVEYS, AT 801  CORPORATE DRIVE.     PROPERTY IS OWNED BY WEBB
 DG7985'COMPANIES 3000 LEXINGTON FINANCIAL CENTER, PHONE NUMBER  859-253-0000.
 DG7985'TO REACH FROM THE INTERSECTION OF US 68 (HARRODSBURG RD) AND SR 4 (NEW
 DG7985'CIRCLE RD),  TRAVEL SW ALONG US 68 FOR 0.25 MILE TO INTERSECTION  WITH
 DG7985'CORPORATE DRIVE, TURN LEFT AND  TRAVEL ALONG CORPORATE DR
 DG7985'SOUTHEASTERLY, NORTHEAST, AND THEN NORTHWEST FOR 0.45  MILE TO STATION
 DG7985'ON THE LEFT.     STATION IS A STAINLESS STEEL STUD WITH BRASS NAME TAG
 DG7985'ANCHORED INTO THE CONCRETE FACIA  ON TOP OF THE GRW BUILDING LOCATED
 DG7985'AT 801 CORPORATE DR.  THE STATION IS IN THE  APPROXIMATE CENTER OF THE
 DG7985'EAST FACIA, 3.6 FT S OF THE NE CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7986 ***********************************************************************
 DG7986  CBN         -  This is a Cooperative Base Network Control Station.
 DG7986  DESIGNATION -  GRW SE
 DG7986  PID         -  DG7986
 DG7986  STATE/COUNTY-  KY/FAYETTE
 DG7986  USGS QUAD   -  LEXINGTON WEST (1993)
 DG7986
 DG7986                         *CURRENT SURVEY CONTROL
 DG7986  ___________________________________________________________________
 DG7986* NAD 83(1993)-  38 00 42.58104(N)    084 33 05.36776(W)     ADJUSTED  
 DG7986* NAVD 88     -       330.2    (meters)    1083.     (feet)  GPS OBS   
 DG7986  ___________________________________________________________________
 DG7986  X           -     477,780.481 (meters)                     COMP
 DG7986  Y           -  -5,009,120.697 (meters)                     COMP
 DG7986  Z           -   3,906,661.369 (meters)                     COMP
 DG7986  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 DG7986  ELLIP HEIGHT-         297.04  (meters)          (11/03/04) GPS OBS
 DG7986  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DG7986
 DG7986  HORZ ORDER  -  A
 DG7986  ELLP ORDER  -  THIRD     CLASS I
 DG7986
 DG7986.The horizontal coordinates were established by GPS observations
 DG7986.and adjusted by the National Geodetic Survey in November 2004..
 DG7986
 DG7986.The orthometric height was determined by GPS observations and a
 DG7986.high-resolution geoid model.
 DG7986
 DG7986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7986
 DG7986.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7986
 DG7986.The ellipsoidal height was determined by GPS observations
 DG7986.and is referenced to NAD 83.
 DG7986
 DG7986.The geoid height was determined by GEOID03.
 DG7986
 DG7986;                    North         East     Units Scale Factor Converg.
 DG7986;SPC KY1Z     - 1,186,959.461 1,605,238.476   MT  0.99990772   +0 44 09.0
 DG7986;SPC KY1Z     - 3,894,216.16  5,266,519.90   sFT  0.99990772   +0 44 09.0
 DG7986;SPC KY N     -    56,854.462   473,523.773   MT  0.99999347   -0 11 15.2
 DG7986;SPC KY N     -   186,530.01  1,553,552.58   sFT  0.99999347   -0 11 15.2
 DG7986;UTM  16      - 4,209,956.811   714,953.969   MT  1.00016911   +1 30 30.3
 DG7986
 DG7986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7986!SPC KY1Z     -   0.99995339  x   0.99990772  =   0.99986112
 DG7986!SPC KY N     -   0.99995339  x   0.99999347  =   0.99994686
 DG7986!UTM  16      -   0.99995339  x   1.00016911  =   1.00012249
 DG7986
 DG7986|---------------------------------------------------------------------|
 DG7986| PID    Reference Object                     Distance      Geod. Az  |
 DG7986|                                                           dddmmss.s |
 DG7986| DG7985 GRW NE                               32.215 METERS 06222     |
 DG7986|---------------------------------------------------------------------|
 DG7986
 DG7986                          SUPERSEDED SURVEY CONTROL
 DG7986
 DG7986.No superseded survey control is available for this station.
 DG7986
 DG7986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1495409957(NAD 83)
 DG7986_MARKER: DB = BENCH MARK DISK
 DG7986_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DG7986_SP_SET: SET ON ROOF OF LARGE BUILDING
 DG7986_STAMPING: GRW SE
 DG7986_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7986+STABILITY: POSITION/ELEVATION WELL
 DG7986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7986+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7986
 DG7986  HISTORY     - Date     Condition        Report By
 DG7986  HISTORY     - 20021112 MONUMENTED       GRWAS
 DG7986
 DG7986                          STATION DESCRIPTION
 DG7986
 DG7986'DESCRIBED BY GRW AERIAL SURVEY 2002 (CSM)
 DG7986'LOCATED IN FAYETTE CO., ON ROOF OF THE LEXINGTON OFFICE OF GRW AERIAL
 DG7986'SURVEYS, AT 801  CORPORATE DRIVE.     PROPERTY IS OWNED BY WEBB
 DG7986'COMPANIES 3000 LEXINGTON FINANCIAL CENTER, PHONE NUMBER  859-253-0000.
 DG7986'TO REACH FROM THE INTERSECTION OF US 68 (HARRODSBURG RD) AND SR 4 (NEW
 DG7986'CIRCLE RD),  TRAVEL SW ALONG US 68 FOR 0.25 MILE TO INTERSECTION WITH
 DG7986'CORPORATE DRIVE, TURN LEFT AND  TRAVEL ALONG CORPORATE DR
 DG7986'SOUTHEASTERLY, NORTHEAST, AND THEN NORTHWEST FOR 0.45  MILE TO STATION
 DG7986'ON THE LEFT.     STATION IS A STAINLESS STEEL STUD WITH BRASS NAME TAG
 DG7986'ANCHORED INTO THE CONCRETE FACIA  ON TOP OF THE GRW BUILDING LOCATED
 DG7986'AT 801 CORPORATE DR.  THE STATION IS IN THE  APPROXIMATE CENTER OF THE
 DG7986'EAST FACIA, 5.0 FT N OF THE SE CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3219 ***********************************************************************
 GY3219  DESIGNATION -  GULNARE
 GY3219  PID         -  GY3219
 GY3219  STATE/COUNTY-  KY/PIKE
 GY3219  USGS QUAD   -  THOMAS (1992)
 GY3219
 GY3219                         *CURRENT SURVEY CONTROL
 GY3219  ___________________________________________________________________
 GY3219* NAD 83(1993)-  37 38 31.35769(N)    082 32 31.16462(W)     ADJUSTED  
 GY3219* NAVD 88     -       458.2    (meters)    1503.     (feet)  VERTCON   
 GY3219  ___________________________________________________________________
 GY3219  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 GY3219  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GY3219
 GY3219  HORZ ORDER  -  THIRD
 GY3219
 GY3219.The horizontal coordinates were established by classical geodetic methods
 GY3219.and adjusted by the National Geodetic Survey in December 1995..
 GY3219
 GY3219.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3219
 GY3219.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3219
 GY3219.The geoid height was determined by GEOID03.
 GY3219
 GY3219;                    North         East     Units Scale Factor Converg.
 GY3219;SPC KY1Z     - 1,150,109.492 1,783,051.161   MT  0.99991327   +1 58 10.5
 GY3219;SPC KY1Z     - 3,773,317.56  5,849,893.68   sFT  0.99991327   +1 58 10.5
 GY3219;SPC KY S     -   650,041.513   783,065.687   MT  0.99995980   +1 56 43.9
 GY3219;SPC KY S     - 2,132,677.86  2,569,108.01   sFT  0.99995980   +1 56 43.9
 GY3219;UTM  17      - 4,167,218.419   363,957.763   MT  0.99982796   -0 56 30.8
 GY3219
 GY3219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3219!SPC KY1Z     -   0.99993311  x   0.99991327  =   0.99984638
 GY3219!SPC KY S     -   0.99993311  x   0.99995980  =   0.99989291
 GY3219!UTM  17      -   0.99993311  x   0.99982796  =   0.99976108
 GY3219
 GY3219|---------------------------------------------------------------------|
 GY3219| PID    Reference Object                     Distance      Geod. Az  |
 GY3219|                                                           dddmmss.s |
 GY3219| DB9885 GULNARE RM 1                         10.293 METERS 02455     |
 GY3219| GY3158 FLAG                                APPROX. 4.8 KM 0674246.6 |
 GY3219| DB9886 GULNARE RM 2                          6.663 METERS 30805     |
 GY3219|---------------------------------------------------------------------|
 GY3219
 GY3219                          SUPERSEDED SURVEY CONTROL
 GY3219
 GY3219  NAD 83(1993)-  37 38 31.36485(N)    082 32 31.16979(W) AD(       ) 3
 GY3219  NAD 83(1986)-  37 38 31.36488(N)    082 32 31.16994(W) AD(       ) 3
 GY3219  NAD 27      -  37 38 31.01570(N)    082 32 31.61950(W) AD(       ) 3
 GY3219  NGVD 29 (07/19/86)  458.4    (m)         1504.     (f) VERT ANG       
 GY3219
 GY3219.Superseded values are not recommended for survey control.
 GY3219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3219.See file dsdata.txt to determine how the superseded data were derived.
 GY3219
 GY3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB6395867218(NAD 83)
 GY3219_MARKER: DS = TRIANGULATION STATION DISK
 GY3219_SETTING: 66 = SET IN ROCK OUTCROP
 GY3219
 GY3219  HISTORY     - Date     Condition        Report By
 GY3219  HISTORY     - 1957     MONUMENTED       CGS
 GY3219  HISTORY     - 1982     GOOD             LOCSUR
 GY3219
 GY3219                          STATION DESCRIPTION
 GY3219
 GY3219'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3219'THE STATION IS LOCATED APPROXIMATELY 1 MILE NORTHEAST OF THE STORE
 GY3219'AND POST OFFICE AT GULNARE, ON A HIGH POINT BETWEEN SYCAMORE CREEK
 GY3219'AND BRUSHY CREEK AND ON PROPERTY OWNED BY MRS. MAXINE KENDRICK.
 GY3219'
 GY3219'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 119 AND KENTUCKY STATE
 GY3219'HIGHWAY 632, IN META, GO WEST OF U.S. HIGHWAY 119 FOR 1.7 MILES
 GY3219'TO THE JUNCTION OF STATE HIGHWAY 304, KEEP RIGHT ON STATE HIGHWAY 304
 GY3219'AND GO 9.7 MILES TO THE END OF BLACKTOP ROAD, CONTINUE ON
 GY3219'GRAVEL ROAD FOR 0.8 MILE TO THE GULNARE STORE AND POST OFFICE AND A
 GY3219'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.3 MILE TO A FORK, UP
 GY3219'HILL, AND GO 0.7 MILE TO THE TOP OF RIDGE AND THE END OF TRUCK
 GY3219'TRAVEL. FROM HERE PACK UP POINT OF RIDGE, NORTHWEST, ABOUT 0.2
 GY3219'MILE TO WHERE THE TRAIL FORKS, TAKE THE RIGHT FORK, AROUND THE
 GY3219'NORTH SIDE OF HILL, AND GO ABOUT 0.3 MILE TO THE HIGHEST POINT AND
 GY3219'STATION, APPROXIMATELY 30 FEET SOUTH OF THE HIGHEST PART OF THE
 GY3219'HILL.
 GY3219'
 GY3219'STATION MARK IS A STANDARD DISK, STAMPED GULNARE 1957, CEMENTED IN A
 GY3219'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1 FOOT. IT
 GY3219'IS 4 FEET EAST OF AN 18 INCH TREE WITH A TRIANGLE BLAZE ON THE SOUTH
 GY3219'SIDE, 31.5 FEET SOUTH OF A 12 INCH TREE WITH A TRIANGLE BLAZE ON THE
 GY3219'SOUTH SIDE.
 GY3219'
 GY3219'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GULNARE NO. 1 1957, IS
 GY3219'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GY3219'ABOUT 1 FOOT. IT IS 18 FEET EAST OF A 12 INCH TREE WITH A TRIANGLE
 GY3219'BLAZE ON THE SOUTH SIDE AND ON THE EAST SLOPE OF HILL.
 GY3219'
 GY3219'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GULNARE NO. 2 1957, IS
 GY3219'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GY3219'ABOUT 2 FEET ON THE WEST SIDE.  IT IS 23 FEET SOUTHWEST OF A 12 INCH
 GY3219'TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND ON THE WEST SLOPE
 GY3219'OF THE HILL.
 GY3219'
 GY3219'NOTE- NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK. (ABOUT A 25
 GY3219'MIN. PACK).
 GY3219
 GY3219                          STATION RECOVERY (1982)
 GY3219
 GY3219'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (OC)
 GY3219'GULNARE 1957 RECOVERED IN GOOD CONDITON.
 GY3219'
 GY3219'GUINARE NO. 1 1957 RECOVERED IN GOOD CONDITION.
 GY3219'
 GY3219'GUINARE NO 2 1957 RECOVERED IN GOOD CONDITION.
 GY3219'
 GY3219'THE ORIGINAL DESCRIPTION IS OK TO THE END OF TRUCK TRAVEL.
 GY3219'THERE HAS BEEN A LOT OF STRIP MINING IN THE AREA AND CAN BE DRIVEN
 GY3219'ALMOST TO THE STATION.  THE STATION IS SURROUNDED BY HIGHWALLS AND
 GY3219'A ROPE IS NEEDED TO CLIMB THE WALL UP TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2504 ***********************************************************************
 GB2504  DESIGNATION -  GUM
 GB2504  PID         -  GB2504
 GB2504  STATE/COUNTY-  KY/MCCREARY
 GB2504  USGS QUAD   -  KETCHEN (1982)
 GB2504
 GB2504                         *CURRENT SURVEY CONTROL
 GB2504  ___________________________________________________________________
 GB2504* NAD 83(1993)-  36 35 58.55042(N)    084 22 16.11772(W)     ADJUSTED  
 GB2504* NAVD 88     -       633.     (meters)    2077.     (feet)  SCALED    
 GB2504  ___________________________________________________________________
 GB2504  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 GB2504  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GB2504
 GB2504  HORZ ORDER  -  FIRST
 GB2504
 GB2504.The horizontal coordinates were established by classical geodetic methods
 GB2504.and adjusted by the National Geodetic Survey in December 1995..
 GB2504
 GB2504.The orthometric height was scaled from a topographic map.
 GB2504
 GB2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2504
 GB2504.The geoid height was determined by GEOID03.
 GB2504
 GB2504;                    North         East     Units Scale Factor Converg.
 GB2504;SPC KY1Z     - 1,030,464.340 1,623,388.964   MT  1.00015081   +0 50 47.6
 GB2504;SPC KY1Z     - 3,380,781.76  5,326,068.63   sFT  1.00015081   +0 50 47.6
 GB2504;SPC KY S     -   530,448.799   623,373.794   MT  1.00002696   +0 50 10.4
 GB2504;SPC KY S     - 1,740,314.10  2,045,185.52   sFT  1.00002696   +0 50 10.4
 GB2504;SPC TN       -   252,661.424   745,742.650   MT  1.00003756   +0 57 12.9
 GB2504;SPC TN       -   828,940.02  2,446,657.34   sFT  1.00003756   +0 57 12.9
 GB2504;UTM  16      - 4,053,673.570   735,150.101   MT  1.00028130   +1 34 05.1
 GB2504
 GB2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2504!SPC KY1Z     -   0.99990526  x   1.00015081  =   1.00005606
 GB2504!SPC KY S     -   0.99990526  x   1.00002696  =   0.99993222
 GB2504!SPC TN       -   0.99990526  x   1.00003756  =   0.99994282
 GB2504!UTM  16      -   0.99990526  x   1.00028130  =   1.00018654
 GB2504
 GB2504:                Primary Azimuth Mark                     Grid Az
 GB2504:SPC KY1Z     -  CAPUCHIN                                 142 12 06.5
 GB2504:SPC KY S     -  CAPUCHIN                                 142 12 43.7
 GB2504:SPC TN       -  CAPUCHIN                                 142 05 41.2
 GB2504:UTM  16      -  CAPUCHIN                                 141 28 49.0
 GB2504
 GB2504|---------------------------------------------------------------------|
 GB2504| PID    Reference Object                     Distance      Geod. Az  |
 GB2504|                                                           dddmmss.s |
 GB2504| GB2503 CAPUCHIN                            APPROX.13.2 KM 1430254.1 |
 GB2504| DB9887 GUM AZ MK                                          2060355.3 |
 GB2504| DB9889 GUM RM 2                                           21240     |
 GB2504| DB9888 GUM RM 1                             17.566 METERS 29631     |
 GB2504|---------------------------------------------------------------------|
 GB2504
 GB2504                          SUPERSEDED SURVEY CONTROL
 GB2504
 GB2504  NAD 83(1986)-  36 35 58.55989(N)    084 22 16.11959(W) AD(       ) 1
 GB2504  NAD 27      -  36 35 58.27800(N)    084 22 16.34700(W) AD(       ) 1
 GB2504
 GB2504.Superseded values are not recommended for survey control.
 GB2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2504.See file dsdata.txt to determine how the superseded data were derived.
 GB2504
 GB2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF3515053674(NAD 83)
 GB2504_MARKER: DS = TRIANGULATION STATION DISK
 GB2504_SETTING: 80 = SET IN A BOULDER
 GB2504
 GB2504  HISTORY     - Date     Condition        Report By
 GB2504  HISTORY     - 1935     MONUMENTED       CGS
 GB2504  HISTORY     - 1950     GOOD             CGS
 GB2504  HISTORY     - 1965     GOOD             CGS
 GB2504
 GB2504                          STATION DESCRIPTION
 GB2504
 GB2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2504'STATION IS ON A ROCKY KNOB ABOUT 300 YARDS N OF THE
 GB2504'KENTUCKY-TENNESSEE
 GB2504'STATE LINE, AT THE HEAD OF GUM CREEK BETWEEN MARSH
 GB2504'CREEK AND JELLICO CREEK.  IT IS ABOUT
 GB2504'15-1/2 MILES SW OF WILLIAMSBURG.
 GB2504'
 GB2504'STATION MARK IS A STANDARD BRONZE DISK SET IN A BOULDER ABOUT 5 FEET
 GB2504'IN DIAMETER AND 18
 GB2504'INCHES ABOVE GROUND LEVEL.  IT IS 10 PACES SE OF
 GB2504'12-INCH TRIANGULAR BLAZED CHESTNUT TREE.
 GB2504'
 GB2504'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK W OF STATION, SET IN
 GB2504'ROCK OUTCROP ABOUT
 GB2504'4 FEET SQUARE AND IS FLUSH WITH GROUND.
 GB2504'
 GB2504'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK S OF STATION, SET IN
 GB2504'ROCK OUTCROP WHICH
 GB2504'IS TRIANGULAR IN SHAPE AND ABOUT 12 INCHES ON A SIDE.
 GB2504'
 GB2504'AZIMUTH MARK IS S OF STATION, SET IN BOULDER ABOUT 3 FEET SQUARE AND
 GB2504'IS ABOUT 8 INCHES
 GB2504'ABOVE GROUND.  IT IS 7 PACES SE OF 18-INCH CHESTNUT TREE.
 GB2504'
 GB2504'TO REACH FROM POINT WHERE U.S. ROUTE 27 CROSSES RAILROAD TRACKS IN
 GB2504'ONEIDA, GO N ON
 GB2504'ROUTE 27 FOR 6.2 MILES TO T-ROAD RIGHT, AT THE N EDGE
 GB2504'OF SMALL SETTLEMENT OF WINFIELD.
 GB2504'TURN RIGHT AND FOLLOW MAIN ROAD 2.5
 GB2504'MILES TO ROAD FORK.  TAKE LEFT FORK FOR 0.45 MILE TO
 GB2504'T-ROAD LEFT.
 GB2504'CONTINUE AHEAD FOR 1.6 MILES TO T-ROAD RIGHT.  TURN RIGHT AND GO 0.1
 GB2504'MILE TO A LARGE
 GB2504'HOUSE AND KEEP MAIN ROAD RIGHT FOR 0.1 MILE TO ROAD
 GB2504'FORK.  TAKE LEFT FORK AND GO 0.7
 GB2504'MILE TO ROAD FORK, TAKE LEFT FORK
 GB2504'AND GO 0.4 MILE TO 10-INCH TRIANGULAR BLAZED TREE
 GB2504'ON LEFT AND END OF
 GB2504'TRUCK TRAVEL.  TURN LEFT UP WAGON ROAD FOR ABOUT 0.3 MILE TO CROSS
 GB2504'ROAD AND
 GB2504'TRIANGULAR BLAZED TREE ON LEFT.  TURN LEFT UP RIDGE AND
 GB2504'FOLLOW TRAIL FOR ABOUT
 GB2504'1-3/4 MILES TO SPRING ON LEFT AND SECOND
 GB2504'TRIANGULAR BLAZED TREE ON RIGHT.  TURN
 GB2504'LEFT UP HILL FOR ABOUT 200
 GB2504'YARDS TO TOP OF RIDGE AND STATION SITE.
 GB2504'
 GB2504'A 4-FOOT STAND REQUIRED.
 GB2504
 GB2504                          STATION RECOVERY (1950)
 GB2504
 GB2504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JAW)
 GB2504'STATION WAS RECOVERED AS DESCRIBED, STATION AND REFERENCE MARK NO. 1
 GB2504'WERE FOUND IN GOOD
 GB2504'CONDITION, AZIMUTH AND REFERENCE MARK NO.  2 WERE NOT FOUND.
 GB2504'
 GB2504'A NEW TO REACH FOLLOWS, TO REACH STATION FROM THE KENTUCKY-TENNESSEE
 GB2504'STATE LINE ON U.S.
 GB2504'ROUTE 27 GO SOUTH ON ROUTE 27 FOR 3 MILES TO SIDE
 GB2504'ROAD LEFT, (THIS IS 0.1 MILE NORTH OF
 GB2504'THE RAILROAD STATION IN
 GB2504'WINFIELD) TURN LEFT FOR 0.6 MILE, TO FORKS, KEEP LEFT
 GB2504'FORK FOR 2.2
 GB2504'MILES, TO FORKS KEEP LEFT FORK FOR 0.6 MILE, TO T-ROAD LEFT, KEEP
 GB2504'RIGHT FOR 0.2 MILE
 GB2504'TO FORKS, TAKE LEFT FORK FOR 1.5 MILES, TO FORKS,
 GB2504'TAKE RIGHT FORK FOR 0.2 MILE AND KEEP
 GB2504'RIGHT AT THREE MAIL BOXES FOR
 GB2504'0.2 MILE, TO THE HOME OF MR.  CREEKMORE KEEP RIGHT UP
 GB2504'HILL FOR 0.9
 GB2504'MILE, TO SIDE ROAD LEFT, AT TRIANGULAR BLAZED TREE, TURN LEFT FOR 0.7
 GB2504'MILE TO CROSSROADS
 GB2504'AT LOG LOADING SKID, AND ETT.  FOR LIGHT TRUCKS.
 GB2504'HERE PACK LEFT UP SKID TRAIL KEEPING
 GB2504'THE LEFT TRAIL UP HILL FOR ABOUT
 GB2504'1-3/4 MILES TO SPRING AND TRIANGLE BLAZE, TURN LEFT UP
 GB2504'HILL FOR ABOUT 300
 GB2504'YARDS TO STATION AS DESCRIBED ABOVE.
 GB2504
 GB2504                          STATION RECOVERY (1965)
 GB2504
 GB2504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GB2504'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  DUE TO TIME AND
 GB2504'WEATHER THE AZIMUTH AND REFERENCE MARKS WERE NOT SEARCHED FOR.  A
 GB2504'NEW TO REACH FOLLOWS--
 GB2504'
 GB2504'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 27 AND
 GB2504'KENTUCKY STATE ROUTE 759, GO EAST ON STATE ROUTE 759 FOR 3.15 MILES
 GB2504'TO A POINT WHERE STATE ROUTE 759 TURNS LEFT AND A GRAVELED ROAD TURNS
 GB2504'RIGHT, TURN RIGHT AND GO SOUTH FOR 1.1 MILES TO A POINT WHERE THE
 GB2504'MAIN ROAD TURNS LEFT AND A DIM ROAD CONTINUES STRAIGHT.  TURN LEFT
 GB2504'AND FOLLOW THE MAIN ROAD FOR 1.0 MILE TO A DIM LOGGING ROAD ON
 GB2504'THE LEFT, JUST BEFORE REACHING A MAIN FORK, TURN LEFT ON THE
 GB2504'LOGGING ROAD AND GO UP HILL FOR 0.7 MILE TO A SADDLE
 GB2504'WHERE POWER LINES CROSS AND ETT.  HERE PACK NORTH UP THE RIDGE FOR
 GB2504'ABOUT 5 MINUTES TO A FORK, KEEP LEFT FORK UP HILL, NORTH THEN
 GB2504'EAST, ALONG THE SOUTH SIDE OF THE MOUNTAIN FOR ABOUT 25 MINUTES TO A
 GB2504'SADDLE.  HERE GO SOUTHEAST FOR ABOUT 10 MINUTES TO THE TOP OF A
 GB2504'KNOLL, THEN NORTHEAST TO ANOTHER SADDLE.  HERE THE ROAD LEADS
 GB2504'ALONG THE SOUTH SIDE OF THE MOUNTAIN AND A RIDGE LEADS STRAIGHT
 GB2504'AHEAD, LEAVE THE ROAD AND PACK UP THE RIDGE, NORTHEAST FOR ABOUT
 GB2504'10 MINUTES TO THE SUMMIT AND THE STATION.  WITH A SMALL AMOUNT OF
 GB2504'WORK A 4-WHEEL DRIVE VEHICLE COULD BE DRIVEN TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2446 ***********************************************************************
 GC2446  DESIGNATION -  GUTHRIE MUNICIPAL TANK
 GC2446  PID         -  GC2446
 GC2446  STATE/COUNTY-  KY/TODD
 GC2446  USGS QUAD   -  GUTHRIE (1983)
 GC2446
 GC2446                         *CURRENT SURVEY CONTROL
 GC2446  ___________________________________________________________________
 GC2446* NAD 83(1993)-  36 39 07.07118(N)    087 09 36.30634(W)     ADJUSTED  
 GC2446* NAVD 88     -                                                        
 GC2446  ___________________________________________________________________
 GC2446  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 GC2446  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2446
 GC2446  HORZ ORDER  -  THIRD
 GC2446
 GC2446.The horizontal coordinates were established by classical geodetic methods
 GC2446.and adjusted by the National Geodetic Survey in December 1995..
 GC2446
 GC2446
 GC2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2446
 GC2446.The geoid height was determined by GEOID03.
 GC2446
 GC2446;                    North         East     Units Scale Factor Converg.
 GC2446;SPC KY1Z     - 1,036,317.439 1,373,904.498   MT  1.00013111   -0 51 56.7
 GC2446;SPC KY1Z     - 3,399,984.80  4,507,551.67   sFT  1.00013111   -0 51 56.7
 GC2446;SPC KY S     -   536,300.704   373,918.923   MT  1.00001577   -0 51 18.6
 GC2446;SPC KY S     - 1,759,513.23  1,226,765.67   sFT  1.00001577   -0 51 18.6
 GC2446;SPC TN       -   257,874.818   496,267.381   MT  1.00005020   -0 40 45.0
 GC2446;SPC TN       -   846,044.30  1,628,170.57   sFT  1.00005020   -0 40 45.0
 GC2446;UTM  16      - 4,056,276.695   485,691.597   MT  0.99960252   -0 05 44.0
 GC2446
 GC2446                          SUPERSEDED SURVEY CONTROL
 GC2446
 GC2446  NAD 83(1986)-  36 39 07.08029(N)    087 09 36.30921(W) AD(       ) 4
 GC2446  NAD 27      -  36 39 06.92000(N)    087 09 36.29300(W) AD(       ) 3
 GC2446
 GC2446.Superseded values are not recommended for survey control.
 GC2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2446.See file dsdata.txt to determine how the superseded data were derived.
 GC2446
 GC2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8569256277(NAD 83)
 GC2446_MARKER: 53 = ELEVATED TANK
 GC2446
 GC2446  HISTORY     - Date     Condition        Report By
 GC2446  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2446
 GC2446                          STATION DESCRIPTION
 GC2446
 GC2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2446'THE STATION IS THE BALL AT THE APEX OF THE GUTHRIE MUNI. WATER TANK,
 GC2446'LOCATED IN THE EAST SECTION OF GUTHRIE ABOUT 200 FEET EAST OF THE
 GC2446'GUTHRIE HIGH AND ELEMENTRY SCHOOL.  IT IS A FOUR LEGGED STEEL
 GC2446'STRUCTURE ABOUT 150 FEET HIGH AND IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2035 ***********************************************************************
 GC2035  DESIGNATION -  GUTHRIE RESET
 GC2035  PID         -  GC2035
 GC2035  STATE/COUNTY-  KY/TODD
 GC2035  USGS QUAD   -  GUTHRIE (1983)
 GC2035
 GC2035                         *CURRENT SURVEY CONTROL
 GC2035  ___________________________________________________________________
 GC2035* NAD 83(1993)-  36 38 46.98506(N)    087 11 52.61780(W)     ADJUSTED  
 GC2035* NAVD 88     -       167.630  (meters)     549.97   (feet)  ADJUSTED  
 GC2035  ___________________________________________________________________
 GC2035  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 GC2035  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC2035  DYNAMIC HT  -         167.495 (meters)     549.52  (feet)  COMP
 GC2035  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 GC2035
 GC2035  HORZ ORDER  -  THIRD
 GC2035  VERT ORDER  -  FIRST     CLASS II
 GC2035
 GC2035.The horizontal coordinates were established by classical geodetic methods
 GC2035.and adjusted by the National Geodetic Survey in December 1995..
 GC2035
 GC2035.The orthometric height was determined by differential leveling
 GC2035.and adjusted by the National Geodetic Survey in June 1991..
 GC2035
 GC2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2035
 GC2035.The geoid height was determined by GEOID03.
 GC2035
 GC2035.The dynamic height is computed by dividing the NAVD 88
 GC2035.geopotential number by the normal gravity value computed on the
 GC2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2035.degrees latitude (g = 980.6199 gals.).
 GC2035
 GC2035.The modeled gravity was interpolated from observed gravity values.
 GC2035
 GC2035;                    North         East     Units Scale Factor Converg.
 GC2035;SPC KY1Z     - 1,035,750.120 1,370,509.180   MT  1.00013317   -0 53 20.3
 GC2035;SPC KY1Z     - 3,398,123.52  4,496,412.20   sFT  1.00013317   -0 53 20.3
 GC2035;SPC KY S     -   535,732.816   370,524.105   MT  1.00001692   -0 52 41.3
 GC2035;SPC KY S     - 1,757,650.08  1,215,627.83   sFT  1.00001692   -0 52 41.3
 GC2035;SPC TN       -   257,296.461   492,874.215   MT  1.00004882   -0 42 04.8
 GC2035;SPC TN       -   844,146.81  1,617,038.15   sFT  1.00004882   -0 42 04.8
 GC2035;UTM  16      - 4,055,664.093   482,306.007   MT  0.99960386   -0 07 05.3
 GC2035
 GC2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2035!SPC KY1Z     -   0.99997833  x   1.00013317  =   1.00011150
 GC2035!SPC KY S     -   0.99997833  x   1.00001692  =   0.99999525
 GC2035!SPC TN       -   0.99997833  x   1.00004882  =   1.00002715
 GC2035!UTM  16      -   0.99997833  x   0.99960386  =   0.99958220
 GC2035
 GC2035:                Primary Azimuth Mark                     Grid Az
 GC2035:SPC KY1Z     -  GUTHRIE MUNICIPAL TANK                   080 30 52.1
 GC2035:SPC KY S     -  GUTHRIE MUNICIPAL TANK                   080 30 13.1
 GC2035:SPC TN       -  GUTHRIE MUNICIPAL TANK                   080 19 36.6
 GC2035:UTM  16      -  GUTHRIE MUNICIPAL TANK                   079 44 37.1
 GC2035
 GC2035|---------------------------------------------------------------------|
 GC2035| PID    Reference Object                     Distance      Geod. Az  |
 GC2035|                                                           dddmmss.s |
 GC2035| GC2446 GUTHRIE MUNICIPAL TANK              APPROX. 3.4 KM 0793731.8 |
 GC2035| GC2036 GUTHRIE RM 1                         26.814 METERS 08211     |
 GC2035| GC2037 GUTHRIE RM 2                         28.310 METERS 18112     |
 GC2035| CG5947 GUTHRIE AZ MK                                      3144159.1 |
 GC2035|---------------------------------------------------------------------|
 GC2035
 GC2035                          SUPERSEDED SURVEY CONTROL
 GC2035
 GC2035  NAD 83(1986)-  36 38 46.99405(N)    087 11 52.62068(W) AD(       ) 3
 GC2035
 GC2035.Superseded values are not recommended for survey control.
 GC2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2035.See file dsdata.txt to determine how the superseded data were derived.
 GC2035
 GC2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8230655664(NAD 83)
 GC2035_MARKER: DS = TRIANGULATION STATION DISK
 GC2035_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GC2035_SP_SET: CONCRETE POST
 GC2035_STAMPING: GUTHRIE 1953 1980
 GC2035_MARK LOGO: NGS   
 GC2035_PROJECTION: FLUSH
 GC2035_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2035
 GC2035  HISTORY     - Date     Condition        Report By
 GC2035  HISTORY     - 1980     MONUMENTED       NGS
 GC2035  HISTORY     - 19801102 GOOD             NGS
 GC2035  HISTORY     - 1984     GOOD             NGS
 GC2035
 GC2035                          STATION DESCRIPTION
 GC2035
 GC2035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GC2035'THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION ALONG WITH THE
 GC2035'AZIMUTH MARK.  THE STATION MARK WAS FOUND COVERED BY ABOUT 1 FT (0.3
 GC2035'M) OF GRAVEL AND PAVEMENT AND AN ADDITIONAL SURFACE STATION MARK WAS
 GC2035'SET TO BRING THE MARK LEVEL WITH THE PAVEMENT.  THE LINE OF SIGHT TO
 GC2035'REFERENCE MARK 1 IS OBSTRUCTED BY A LARGE LOCUST TREE.  REFERENCE MARK
 GC2035'3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 GC2035'THE SURFACE STATION MARK AND REFERENCE 3 WERE STAMPED 1980 BY MISTAKE
 GC2035'AND WERE LEFT AS IS. THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) WEST
 GC2035'OF GUTHRIE AT THE JUNCTION OF US HIGHWAYS 79 AND 41, 312 FT (95.1 M)
 GC2035'WEST OF THE JUNCTION, 110 FT (33.5 M) NORTH OF THE CENTERLINE OF
 GC2035'HIGHWAY 79, 67 FT (20.4 M) SOUTH OF THE CENTERLINE OF HIGHWAY 41, 53
 GC2035'FT (16.2 M) SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD, 54 FT (16.5
 GC2035'M) NORTHEAST OF A LIGHT UTILITY POLE, 32 FT (9.8 M) SOUTHWEST OF A
 GC2035'CONCRETE POST AND 17 FT (5.2 M) WEST OF THE EAST EDGE OF PAVEMENT.
 GC2035'THE MONUMENT IS FLUSH WITH AND SURROUNDED BY PAVEMENT.  THE MONUMENT
 GC2035'IS THE TOP 1 OF 3 MARKS AND THE DISK IS STAMPED GUTHRIE 1953 1980.
 GC2035'REFERENCE MARK 1 WAS FOUND AS DESCRIBED.  REFERENCE MARK 2 IS 1 FT
 GC2035'(0.3 M) SOUTHEAST OF A CONCRETE POST, 35 FT (10.7 M) NORTH OF THE
 GC2035'CENTERLINE OF HIGHWAY 79, 47 FT (14.3 M) SOUTH OF THE UTILITY POLE AND
 GC2035'57 FT (17.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF CONCRETE PORCH OF
 GC2035'A SMALL CAFE, THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GC2035'GUTHRIE NO 2 1953.  REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM
 GC2035'MONUMENT STAMPED GUTHRIE 1953 NO 3 1980, PROJECTING 1 INCH, 1 FT (0.3
 GC2035'M) NORTHWEST OF A CONCRETE RIGHT-OF-WAY POST, 39 FT (11.9 M) SOUTH OF
 GC2035'THE CENTERLINE OF HIGHWAY 41, 12 FT (3.7 M) SOUTHEAST OF THE WEST 1 OF
 GC2035'2 TELEPHONE POLE NO 809 1-5 AND 20 FT (6.1 M) WEST OF A 20-INCH LOCUST
 GC2035'TREE.  THE AZIMUTH MARK IS 0.2 MI (0.3 KM) NORTHWEST ALONG HIGHWAY 41
 GC2035'FROM THE STATION, 1 FT (0.3 M) NORTHWEST OF A METAL WITNESS POST, 29
 GC2035'FT (8.8 M) WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FT (0.9 M)
 GC2035'SOUTHEAST OF A POWER POLE AND 2 FT (0.6 M) EAST OF A FENCE.  THE
 GC2035'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED GUTHRIE 1953.
 GC2035
 GC2035                          STATION RECOVERY (1984)
 GC2035
 GC2035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC2035'2.3 KM (1.6 MI) WEST FROM GUTHRIE.
 GC2035'2.3 KM (1.6 MI) WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 GC2035'GUTHRIE TO THE JUNCTION OF U.S. HIGHWAY 79 AND THE MARK SET IN THE
 GC2035'PARKING AREA OF A ROADSIDE PARK, 92.14 METERS (302.3 FT) SOUTHWEST OF
 GC2035'THE JUNCTION OF THE HIGHWAYS, 30.48 METERS (100.0 FT) NORTHWEST OF THE
 GC2035'CENTERLINE OF HIGHWAY 79, 21.18 METERS (69.5 FT) SOUTH OF THE
 GC2035'CENTERLINE OF HIGHWAY 41, 15.94 METERS (52.3 FT) EAST OF THE CENTER OF
 GC2035'A PAVED ROAD LEADING SOUTHWEST, 16.46 METERS (54.0 FT) NORTH OF A
 GC2035'POWER POLE WITH A LIGHT, 26.82 METERS (88.0 FT) NORTH OF THE NORTHWEST
 GC2035'CORNER OF BOBS SUPERETTE (A WOODEN STRUCTURE), 28.35 METERS (93.0 FT)
 GC2035'NORTHWEST OF RM 2, 9.91 METERS (32.5 FT) SOUTHEAST OF RM 3, AND
 GC2035'26.85 METERS (88.1 FT) SOUTHWEST OF RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2038 ***********************************************************************
 GC2038  DESIGNATION -  GUTHRIE RESET RM 3
 GC2038  PID         -  GC2038
 GC2038  STATE/COUNTY-  KY/TODD
 GC2038  USGS QUAD   -  GUTHRIE (1983)
 GC2038
 GC2038                         *CURRENT SURVEY CONTROL
 GC2038  ___________________________________________________________________
 GC2038* NAD 83(1986)-  36 38 46.     (N)    087 11 52.     (W)     SCALED    
 GC2038* NAVD 88     -       167.704  (meters)     550.21   (feet)  ADJUSTED  
 GC2038  ___________________________________________________________________
 GC2038  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC2038  DYNAMIC HT  -         167.570 (meters)     549.77  (feet)  COMP
 GC2038  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 GC2038
 GC2038  VERT ORDER  -  FIRST     CLASS II
 GC2038
 GC2038.The horizontal coordinates were scaled from a topographic map and have
 GC2038.an estimated accuracy of +/- 6 seconds.
 GC2038
 GC2038.The orthometric height was determined by differential leveling
 GC2038.and adjusted by the National Geodetic Survey in June 1991..
 GC2038
 GC2038.The geoid height was determined by GEOID03.
 GC2038
 GC2038.The dynamic height is computed by dividing the NAVD 88
 GC2038.geopotential number by the normal gravity value computed on the
 GC2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2038.degrees latitude (g = 980.6199 gals.).
 GC2038
 GC2038.The modeled gravity was interpolated from observed gravity values.
 GC2038
 GC2038;                    North         East    Units  Estimated Accuracy
 GC2038;SPC KY1Z     - 1,035,720.    1,370,520.      MT  (+/- 180 meters Scaled)
 GC2038
 GC2038                          SUPERSEDED SURVEY CONTROL
 GC2038
 GC2038.No superseded survey control is available for this station.
 GC2038
 GC2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF823556(NAD 83)
 GC2038_MARKER: DR = REFERENCE MARK DISK
 GC2038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC2038_SP_SET: CONCRETE POST
 GC2038_STAMPING: GUTHRIE 1953 NO 3 1980
 GC2038_MARK LOGO: NGS   
 GC2038_PROJECTION: PROJECTING 1 CENTIMETERS
 GC2038_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2038
 GC2038  HISTORY     - Date     Condition        Report By
 GC2038  HISTORY     - 1980     MONUMENTED       NGS
 GC2038  HISTORY     - 1984     GOOD             NGS
 GC2038
 GC2038                          STATION DESCRIPTION
 GC2038
 GC2038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GC2038'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT STAMPED
 GC2038'GUTHRIE 1953 NO 3 1980, PROJECTING 1 INCH, 1 FT (0.3 M) NORTHWEST OF A
 GC2038'CONCRETE RIGHT-OF-WAY POST, 39 FT (11.9 M) SOUTH OF THE CENTERLINE OF
 GC2038'HIGHWAY 41, 12 FT (3.7 M) SOUTHEAST OF THE WEST 1 OF 2 TELEPHONE POLE
 GC2038'NO 809 1-5 AND 20 FT (6.1 M) WEST OF A 20-INCH LOCUST TREE.
 GC2038
 GC2038                          STATION RECOVERY (1984)
 GC2038
 GC2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC2038'2.3 KM (1.6 MI) WEST FROM GUTHRIE.
 GC2038'2.3 KM (1.6 MI) WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 GC2038'GUTHRIE TO THE JUNCTION OF U.S. HIGHWAY 79 AND THE MARK SET IN THE
 GC2038'PARKING AREA OF A ROADSIDE PARK, 86.11 METERS (282.5 FT) SOUTHWEST OF
 GC2038'THE JUNCTION OF THE HIGHWAYS, 9.91 METERS (32.5 FT) NORTHWEST OF THE
 GC2038'STATION MARK, 12.07 METERS (39.6 FT) SOUTHEAST OF THE CENTERLINE OF
 GC2038'HIGHWAY 41, 13.62 METERS (44.7 FT) SOUTHEAST OF THE CENTER OF A PAVED
 GC2038'ROAD LEADING SOUTHWEST, AND 36.70 METERS (120.4 FT) NORTHWEST OF THE
 GC2038'NORTHWEST CORNER OF BOBS SUPERETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2036 ***********************************************************************
 GC2036  DESIGNATION -  GUTHRIE RM 1
 GC2036  PID         -  GC2036
 GC2036  STATE/COUNTY-  KY/TODD
 GC2036  USGS QUAD   -  GUTHRIE (1983)
 GC2036
 GC2036                         *CURRENT SURVEY CONTROL
 GC2036  ___________________________________________________________________
 GC2036* NAD 83(1986)-  36 38 46.     (N)    087 11 52.     (W)     SCALED    
 GC2036* NAVD 88     -       166.915  (meters)     547.62   (feet)  ADJUSTED  
 GC2036  ___________________________________________________________________
 GC2036  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC2036  DYNAMIC HT  -         166.781 (meters)     547.18  (feet)  COMP
 GC2036  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 GC2036
 GC2036  VERT ORDER  -  FIRST     CLASS II
 GC2036
 GC2036.The horizontal coordinates were scaled from a topographic map and have
 GC2036.an estimated accuracy of +/- 6 seconds.
 GC2036
 GC2036.The orthometric height was determined by differential leveling
 GC2036.and adjusted by the National Geodetic Survey in June 1991..
 GC2036
 GC2036.The geoid height was determined by GEOID03.
 GC2036
 GC2036.The dynamic height is computed by dividing the NAVD 88
 GC2036.geopotential number by the normal gravity value computed on the
 GC2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2036.degrees latitude (g = 980.6199 gals.).
 GC2036
 GC2036.The modeled gravity was interpolated from observed gravity values.
 GC2036
 GC2036;                    North         East    Units  Estimated Accuracy
 GC2036;SPC KY1Z     - 1,035,720.    1,370,520.      MT  (+/- 180 meters Scaled)
 GC2036
 GC2036                          SUPERSEDED SURVEY CONTROL
 GC2036
 GC2036.No superseded survey control is available for this station.
 GC2036
 GC2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF823556(NAD 83)
 GC2036_MARKER: DR = REFERENCE MARK DISK
 GC2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2036_SP_SET: CONCRETE POST
 GC2036_STAMPING: GUTHRIE NO 1 1953
 GC2036_MARK LOGO: CGS   
 GC2036_PROJECTION: FLUSH
 GC2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2036+STABILITY: SURFACE MOTION
 GC2036
 GC2036  HISTORY     - Date     Condition        Report By
 GC2036  HISTORY     - 1953     MONUMENTED       CGS
 GC2036  HISTORY     - 1984     GOOD             NGS
 GC2036
 GC2036                          STATION DESCRIPTION
 GC2036
 GC2036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2036'2.3 KM (1.6 MI) WEST FROM GUTHRIE.
 GC2036'2.3 KM (1.6 MI) WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 GC2036'GUTHRIE TO THE JUNCTION OF U.S HIGHWAY 79 AND THE MARK SET IN A
 GC2036'ROADSIDE PARK AREA, 65.32 METERS (214.3 FT) SOUTHWEST OF THE JUNCTION
 GC2036'OF THE HIGHWAYS, 26.85 METERS (88.1 FT) NORTHEAST OF THE STATION MARK,
 GC2036'15.18 METERS (49.8 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 41,
 GC2036'21.76 METERS (71.4 FT) NORTHWEST OF THE CENTERLINE OF HIGHWAY 79, AND
 GC2036'4.82 METERS (15.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A 6 FOOT
 GC2036'STONE BARBECUE PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2037 ***********************************************************************
 GC2037  DESIGNATION -  GUTHRIE RM 2
 GC2037  PID         -  GC2037
 GC2037  STATE/COUNTY-  KY/TODD
 GC2037  USGS QUAD   -  GUTHRIE (1983)
 GC2037
 GC2037                         *CURRENT SURVEY CONTROL
 GC2037  ___________________________________________________________________
 GC2037* NAD 83(1986)-  36 38 46.     (N)    087 11 52.     (W)     SCALED    
 GC2037* NAVD 88     -       167.232  (meters)     548.66   (feet)  ADJUSTED  
 GC2037  ___________________________________________________________________
 GC2037  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC2037  DYNAMIC HT  -         167.098 (meters)     548.22  (feet)  COMP
 GC2037  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 GC2037
 GC2037  VERT ORDER  -  FIRST     CLASS II
 GC2037
 GC2037.The horizontal coordinates were scaled from a topographic map and have
 GC2037.an estimated accuracy of +/- 6 seconds.
 GC2037
 GC2037.The orthometric height was determined by differential leveling
 GC2037.and adjusted by the National Geodetic Survey in June 1991..
 GC2037
 GC2037.The geoid height was determined by GEOID03.
 GC2037
 GC2037.The dynamic height is computed by dividing the NAVD 88
 GC2037.geopotential number by the normal gravity value computed on the
 GC2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2037.degrees latitude (g = 980.6199 gals.).
 GC2037
 GC2037.The modeled gravity was interpolated from observed gravity values.
 GC2037
 GC2037;                    North         East    Units  Estimated Accuracy
 GC2037;SPC KY1Z     - 1,035,720.    1,370,520.      MT  (+/- 180 meters Scaled)
 GC2037
 GC2037                          SUPERSEDED SURVEY CONTROL
 GC2037
 GC2037.No superseded survey control is available for this station.
 GC2037
 GC2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF823556(NAD 83)
 GC2037_MARKER: DR = REFERENCE MARK DISK
 GC2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2037_SP_SET: CONCRETE POST
 GC2037_STAMPING: GUTHRIE NO 2 1953
 GC2037_MARK LOGO: CGS   
 GC2037_PROJECTION: FLUSH
 GC2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2037+STABILITY: SURFACE MOTION
 GC2037
 GC2037  HISTORY     - Date     Condition        Report By
 GC2037  HISTORY     - 1953     MONUMENTED       CGS
 GC2037  HISTORY     - 1984     GOOD             NGS
 GC2037
 GC2037                          STATION DESCRIPTION
 GC2037
 GC2037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2037'2.3 KM (1.6 MI) WEST FROM GUTHRIE.
 GC2037'2.3 KM (1.6 MI) WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 GC2037'GUTHRIE TO THE JUNCTION OF U.S. HIGHWAY 79 AND THE MARK IN A ROADSIDE
 GC2037'PARK AREA, 28.35 METERS (93.0 FT) SOUTHEAST OF THE STATION MARK,
 GC2037'14.32 METERS (47.0 FT) SOUTH OF A POWERLINE POLE WITH A LIGHT,
 GC2037'10.55 METERS (34.6 FT) NORTHWEST OF THE CENTERLINE OF HIGHWAY 79,
 GC2037'20.09 METERS (65.9 FT) EAST OF THE NORTHWEST CORNER OF BOBS SUPERETTE,
 GC2037'AND 38.65 METERS (126.8 FT) SOUTHEAST OF A PAVED ROAD LEADING
 GC2037'SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2447 ***********************************************************************
 GC2447  DESIGNATION -  GUTHRIE TIE PLANT SMOKESTACK
 GC2447  PID         -  GC2447
 GC2447  STATE/COUNTY-  KY/TODD
 GC2447  USGS QUAD   -  GUTHRIE (1983)
 GC2447
 GC2447                         *CURRENT SURVEY CONTROL
 GC2447  ___________________________________________________________________
 GC2447* NAD 83(1993)-  36 38 54.33109(N)    087 09 35.72930(W)     ADJUSTED  
 GC2447* NAVD 88     -                                                        
 GC2447  ___________________________________________________________________
 GC2447  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 GC2447  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2447
 GC2447  HORZ ORDER  -  THIRD
 GC2447
 GC2447.The horizontal coordinates were established by classical geodetic methods
 GC2447.and adjusted by the National Geodetic Survey in December 1995..
 GC2447
 GC2447
 GC2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2447
 GC2447.The geoid height was determined by GEOID03.
 GC2447
 GC2447;                    North         East     Units Scale Factor Converg.
 GC2447;SPC KY1Z     - 1,035,924.499 1,373,912.896   MT  1.00013241   -0 51 56.3
 GC2447;SPC KY1Z     - 3,398,695.63  4,507,579.23   sFT  1.00013241   -0 51 56.3
 GC2447;SPC KY S     -   535,907.811   373,927.394   MT  1.00001650   -0 51 18.2
 GC2447;SPC KY S     - 1,758,224.21  1,226,793.46   sFT  1.00001650   -0 51 18.2
 GC2447;SPC TN       -   257,481.939   496,277.058   MT  1.00004932   -0 40 44.6
 GC2447;SPC TN       -   844,755.33  1,628,202.31   sFT  1.00004932   -0 40 44.6
 GC2447;UTM  16      - 4,055,884.111   485,705.269   MT  0.99960252   -0 05 43.7
 GC2447
 GC2447                          SUPERSEDED SURVEY CONTROL
 GC2447
 GC2447  NAD 83(1986)-  36 38 54.34006(N)    087 09 35.73202(W) AD(       ) 4
 GC2447  NAD 27      -  36 38 54.18000(N)    087 09 35.74000(W) AD(       ) 3
 GC2447
 GC2447.Superseded values are not recommended for survey control.
 GC2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2447.See file dsdata.txt to determine how the superseded data were derived.
 GC2447
 GC2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8570555884(NAD 83)
 GC2447_MARKER: 63 = STACK
 GC2447
 GC2447  HISTORY     - Date     Condition        Report By
 GC2447  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2447
 GC2447                          STATION DESCRIPTION
 GC2447
 GC2447'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1249 ***********************************************************************
 GZ1249  DESIGNATION -  H 1
 GZ1249  PID         -  GZ1249
 GZ1249  STATE/COUNTY-  KY/JESSAMINE
 GZ1249  USGS QUAD   -  WILMORE (1979)
 GZ1249
 GZ1249                         *CURRENT SURVEY CONTROL
 GZ1249  ___________________________________________________________________
 GZ1249* NAD 83(1986)-  37 51 30.     (N)    084 39 32.     (W)     SCALED    
 GZ1249* NAVD 88     -       267.486  (meters)     877.58   (feet)  ADJUSTED  
 GZ1249  ___________________________________________________________________
 GZ1249  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GZ1249  DYNAMIC HT  -         267.284 (meters)     876.91  (feet)  COMP
 GZ1249  MODELED GRAV-     979,869.0   (mgal)                       NAVD 88
 GZ1249
 GZ1249  VERT ORDER  -  FIRST     CLASS II
 GZ1249
 GZ1249.The horizontal coordinates were scaled from a topographic map and have
 GZ1249.an estimated accuracy of +/- 6 seconds.
 GZ1249
 GZ1249.The orthometric height was determined by differential leveling
 GZ1249.and adjusted by the National Geodetic Survey in June 1991..
 GZ1249
 GZ1249.The geoid height was determined by GEOID03.
 GZ1249
 GZ1249.The dynamic height is computed by dividing the NAVD 88
 GZ1249.geopotential number by the normal gravity value computed on the
 GZ1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1249.degrees latitude (g = 980.6199 gals.).
 GZ1249
 GZ1249.The modeled gravity was interpolated from observed gravity values.
 GZ1249
 GZ1249;                    North         East    Units  Estimated Accuracy
 GZ1249;SPC KY1Z     - 1,169,810.    1,596,010.      MT  (+/- 180 meters Scaled)
 GZ1249
 GZ1249                          SUPERSEDED SURVEY CONTROL
 GZ1249
 GZ1249  NGVD 29 (??/??/92)  267.643  (m)          878.09   (f) ADJ UNCH    1 2
 GZ1249
 GZ1249.Superseded values are not recommended for survey control.
 GZ1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1249.See file dsdata.txt to determine how the superseded data were derived.
 GZ1249
 GZ1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG059926(NAD 83)
 GZ1249_MARKER: Q = CHISELED SQUARE
 GZ1249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1249_SP_SET: IRON COLUMN
 GZ1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1249
 GZ1249  HISTORY     - Date     Condition        Report By
 GZ1249  HISTORY     - UNK      MONUMENTED       CGS
 GZ1249  HISTORY     - 1950     GOOD             NGS
 GZ1249  HISTORY     - 1958     GOOD             NGS
 GZ1249
 GZ1249                          STATION DESCRIPTION
 GZ1249
 GZ1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1249'AT WILMORE.
 GZ1249'AT WILMORE, JESSAMINE COUNTY, ABOUT 196 FEET NORTHWEST OF THE
 GZ1249'CINCINNATI, NEW ORLEANS AND TEXAS RAILWAY STATION, ON THE SOUTH
 GZ1249'SIDE OF THE MAIN CROSS STREET, AT THE BUILDING FORMERLY OCCUPIED
 GZ1249'BY THE WILMORE MERCANTILE CO., AT THE EAST SIDE OF THE ENTRANCE,
 GZ1249'AND ON THE NORTHEAST CORNER OF AN IRON PLATE UNDER AN IRON
 GZ1249'COLUMN.  THE TOP SURFACE OF THE PORTION OF THE PLATE CIRCUMSCRIBED
 GZ1249'BY TWO LINES CUT AT RIGHT ANGLE WITH A COLD CHISEL.
 GZ1249
 GZ1249                          STATION RECOVERY (1958)
 GZ1249
 GZ1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1574 ***********************************************************************
 HY1574  DESIGNATION -  H 10
 HY1574  PID         -  HY1574
 HY1574  STATE/COUNTY-  KY/CARTER
 HY1574  USGS QUAD   -  OLIVE HILL (1975)
 HY1574
 HY1574                         *CURRENT SURVEY CONTROL
 HY1574  ___________________________________________________________________
 HY1574* NAD 83(1986)-  38 17 25.     (N)    083 07 32.     (W)     SCALED    
 HY1574* NAVD 88     -       288.374  (meters)     946.11   (feet)  ADJUSTED  
 HY1574  ___________________________________________________________________
 HY1574  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HY1574  DYNAMIC HT  -         288.179 (meters)     945.47  (feet)  COMP
 HY1574  MODELED GRAV-     979,944.3   (mgal)                       NAVD 88
 HY1574
 HY1574  VERT ORDER  -  FIRST     CLASS I
 HY1574
 HY1574.The horizontal coordinates were scaled from a topographic map and have
 HY1574.an estimated accuracy of +/- 6 seconds.
 HY1574
 HY1574.The orthometric height was determined by differential leveling
 HY1574.and adjusted by the National Geodetic Survey in June 1991..
 HY1574
 HY1574.The geoid height was determined by GEOID03.
 HY1574
 HY1574.The dynamic height is computed by dividing the NAVD 88
 HY1574.geopotential number by the normal gravity value computed on the
 HY1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1574.degrees latitude (g = 980.6199 gals.).
 HY1574
 HY1574.The modeled gravity was interpolated from observed gravity values.
 HY1574
 HY1574;                    North         East    Units  Estimated Accuracy
 HY1574;SPC KY1Z     - 1,220,420.    1,729,550.      MT  (+/- 180 meters Scaled)
 HY1574
 HY1574                          SUPERSEDED SURVEY CONTROL
 HY1574
 HY1574  NGVD 29 (??/??/92)  288.550  (m)          946.68   (f) ADJ UNCH    1 1
 HY1574
 HY1574.Superseded values are not recommended for survey control.
 HY1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1574.See file dsdata.txt to determine how the superseded data were derived.
 HY1574
 HY1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC141401(NAD 83)
 HY1574_MARKER: DB = BENCH MARK DISK
 HY1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1574_STAMPING: 946.579 H 10 1928
 HY1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1574+STABILITY: SURFACE MOTION
 HY1574
 HY1574  HISTORY     - Date     Condition        Report By
 HY1574  HISTORY     - 1928     MONUMENTED       CGS
 HY1574  HISTORY     - 1967     GOOD             NGS
 HY1574
 HY1574                          STATION DESCRIPTION
 HY1574
 HY1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1574'3 MI E FROM OLIVE HILL.
 HY1574'ABOUT 3.0 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY1574'THE STATION AT OLIVE HILL, ABOUT 0.5 MILE NORTHWEST OF MILEPOST
 HY1574'556, 115 FEET NORTH OF AND ACROSS A GRAVELED ROAD FROM THE
 HY1574'CROSSING OF A GRAVELED ROAD AND THE MAIN TRACK, 63 FEET NORTHWEST
 HY1574'OF THE CENTER OF A Y ROAD JUNCTION, 53 FEET NORTHEAST OF AND
 HY1574'ACROSS THE GRAVELED ROAD FROM THE NORTHEAST RAIL OF THE MAIN
 HY1574'TRACK, 45 1/2 FEET EAST OF AND ACROSS ROAD FROM A TELEGRAPH
 HY1574'POLE, 26 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HY1574'1.1 FEET SOUTHEAST OF A METAL WITNESS POST, 2 FEET ABOVE THE
 HY1574'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST 3 INCHES
 HY1574'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1789 ***********************************************************************
 GY1789  DESIGNATION -  H 11
 GY1789  PID         -  GY1789
 GY1789  STATE/COUNTY-  KY/MORGAN
 GY1789  USGS QUAD   -  WEST LIBERTY (1993)
 GY1789
 GY1789                         *CURRENT SURVEY CONTROL
 GY1789  ___________________________________________________________________
 GY1789* NAD 83(1986)-  37 53 51.     (N)    083 17 08.     (W)     SCALED    
 GY1789* NAVD 88     -       236.549  (meters)     776.08   (feet)  ADJUSTED  
 GY1789  ___________________________________________________________________
 GY1789  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GY1789  DYNAMIC HT  -         236.377 (meters)     775.51  (feet)  COMP
 GY1789  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 GY1789
 GY1789  VERT ORDER  -  FIRST     CLASS I
 GY1789
 GY1789.The horizontal coordinates were scaled from a topographic map and have
 GY1789.an estimated accuracy of +/- 6 seconds.
 GY1789
 GY1789.The orthometric height was determined by differential leveling
 GY1789.and adjusted by the National Geodetic Survey in June 1991..
 GY1789
 GY1789.The geoid height was determined by GEOID03.
 GY1789
 GY1789.The dynamic height is computed by dividing the NAVD 88
 GY1789.geopotential number by the normal gravity value computed on the
 GY1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1789.degrees latitude (g = 980.6199 gals.).
 GY1789
 GY1789.The modeled gravity was interpolated from observed gravity values.
 GY1789
 GY1789;                    North         East    Units  Estimated Accuracy
 GY1789;SPC KY1Z     - 1,176,460.    1,716,710.      MT  (+/- 180 meters Scaled)
 GY1789
 GY1789                          SUPERSEDED SURVEY CONTROL
 GY1789
 GY1789  NGVD 29 (??/??/92)  236.709  (m)          776.60   (f) ADJ UNCH    1 1
 GY1789
 GY1789.Superseded values are not recommended for survey control.
 GY1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1789.See file dsdata.txt to determine how the superseded data were derived.
 GY1789
 GY1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB990969(NAD 83)
 GY1789_MARKER: DB = BENCH MARK DISK
 GY1789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1789_SP_SET: CULVERT
 GY1789_STAMPING: 776.665 H 11 1928
 GY1789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1789
 GY1789  HISTORY     - Date     Condition        Report By
 GY1789  HISTORY     - 1928     MONUMENTED       CGS
 GY1789  HISTORY     - 1967     GOOD             NGS
 GY1789  HISTORY     - 19990316 MARK NOT FOUND   KYDT
 GY1789
 GY1789                          STATION DESCRIPTION
 GY1789
 GY1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1789'AT INDEX.
 GY1789'AT INDEX, 211 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF U.S.
 GY1789'HIGHWAY 460 AND STATE HIGHWAY 191, SET ON THE TOP OF THE NORTHWEST
 GY1789'END OF THE SOUTHWEST HEAD WALL FOR A 5-FOOT BOX CULVERT UNDER STATE
 GY1789'HIGHWAY 191, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE STATE
 GY1789'HIGHWAY, 0.5 FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEAD
 GY1789'WALL AND 1 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 GY1789
 GY1789                          STATION RECOVERY (1999)
 GY1789
 GY1789'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1789'THIS CULVERT HAS BEEN EXTENDED WITH NEW HEADWALLS DURING PREVIOUS ROAD
 GY1789'CONSTRUCTION, NO SIGN OF RESET, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0702 ***********************************************************************
 GD0702  DESIGNATION -  H 118
 GD0702  PID         -  GD0702
 GD0702  STATE/COUNTY-  KY/FULTON
 GD0702  USGS QUAD   -  BONDURANT (1982)
 GD0702
 GD0702                         *CURRENT SURVEY CONTROL
 GD0702  ___________________________________________________________________
 GD0702* NAD 83(1986)-  36 32 56.     (N)    089 16 03.     (W)     SCALED    
 GD0702* NAVD 88     -        90.066  (meters)     295.49   (feet)  ADJUSTED  
 GD0702  ___________________________________________________________________
 GD0702  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0702  DYNAMIC HT  -          89.995 (meters)     295.26  (feet)  COMP
 GD0702  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 GD0702
 GD0702  VERT ORDER  -  SECOND    CLASS 0
 GD0702
 GD0702.The horizontal coordinates were scaled from a topographic map and have
 GD0702.an estimated accuracy of +/- 6 seconds.
 GD0702
 GD0702.The orthometric height was determined by differential leveling
 GD0702.and adjusted by the National Geodetic Survey in June 1991..
 GD0702
 GD0702.The geoid height was determined by GEOID03.
 GD0702
 GD0702.The dynamic height is computed by dividing the NAVD 88
 GD0702.geopotential number by the normal gravity value computed on the
 GD0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0702.degrees latitude (g = 980.6199 gals.).
 GD0702
 GD0702.The modeled gravity was interpolated from observed gravity values.
 GD0702
 GD0702;                    North         East    Units  Estimated Accuracy
 GD0702;SPC KY1Z     - 1,029,860.    1,185,080.      MT  (+/- 180 meters Scaled)
 GD0702
 GD0702                          SUPERSEDED SURVEY CONTROL
 GD0702
 GD0702  NGVD 29 (??/??/??)   89.992  (m)          295.25   (f) ADJUSTED    2 0
 GD0702
 GD0702.Superseded values are not recommended for survey control.
 GD0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0702.See file dsdata.txt to determine how the superseded data were derived.
 GD0702
 GD0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF970472(NAD 83)
 GD0702_MARKER: DB = BENCH MARK DISK
 GD0702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0702_SP_SET: CULVERT
 GD0702_STAMPING: H 118 1938
 GD0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0702
 GD0702  HISTORY     - Date     Condition        Report By
 GD0702  HISTORY     - 1938     MONUMENTED       CGS
 GD0702  HISTORY     - 1974     MARK NOT FOUND   NGS
 GD0702
 GD0702                          STATION DESCRIPTION
 GD0702
 GD0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0702'5 MI W FROM HICKMAN.
 GD0702'5.0 MILES WEST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 GD0702'HICKMAN, 1.0 MILE WEST OF ANNA LYNNE, 140 FEET SOUTHEAST OF THE
 GD0702'SOUTHEAST CORNER OF A SMALL BRICK HOUSE, AT THE WEST END OF A
 GD0702'DEEP DITCH PARALLELING THE HIGHWAY, AT A CONCRETE CULVERT, AND
 GD0702'IN THE TOP OF THE SOUTH HEADWALL.  A STANDARD DISK, STAMPED H 118
 GD0702'1938.  NOTE-- THE IMPRINT OF THE DISK AND SHANK HOLE WAS VISIBLE,
 GD0702'BUT NO DISK.  BELIEVED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0713 ***********************************************************************
 GZ0713  DESIGNATION -  H 12
 GZ0713  PID         -  GZ0713
 GZ0713  STATE/COUNTY-  KY/PULASKI
 GZ0713  USGS QUAD   -  FAUBUSH (1976)
 GZ0713
 GZ0713                         *CURRENT SURVEY CONTROL
 GZ0713  ___________________________________________________________________
 GZ0713* NAD 83(1986)-  37 04 19.     (N)    084 45 05.     (W)     SCALED    
 GZ0713* NAVD 88     -       330.237  (meters)    1083.45   (feet)  ADJUSTED  
 GZ0713  ___________________________________________________________________
 GZ0713  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GZ0713  DYNAMIC HT  -         329.969 (meters)    1082.57  (feet)  COMP
 GZ0713  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 GZ0713
 GZ0713  VERT ORDER  -  FIRST     CLASS I
 GZ0713
 GZ0713.The horizontal coordinates were scaled from a topographic map and have
 GZ0713.an estimated accuracy of +/- 6 seconds.
 GZ0713
 GZ0713.The orthometric height was determined by differential leveling
 GZ0713.and adjusted by the National Geodetic Survey in June 1991..
 GZ0713.WARNING-Repeat measurements at this control monument indicate possible
 GZ0713.vertical movement.
 GZ0713
 GZ0713.The geoid height was determined by GEOID03.
 GZ0713
 GZ0713.The dynamic height is computed by dividing the NAVD 88
 GZ0713.geopotential number by the normal gravity value computed on the
 GZ0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0713.degrees latitude (g = 980.6199 gals.).
 GZ0713
 GZ0713.The modeled gravity was interpolated from observed gravity values.
 GZ0713
 GZ0713;                    North         East    Units  Estimated Accuracy
 GZ0713;SPC KY1Z     - 1,082,450.    1,588,800.      MT  (+/- 180 meters Scaled)
 GZ0713
 GZ0713                          SUPERSEDED SURVEY CONTROL
 GZ0713
 GZ0713  NGVD 29 (??/??/92)  330.377  (m)         1083.91   (f) ADJ UNCH    1 1
 GZ0713
 GZ0713.Superseded values are not recommended for survey control.
 GZ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0713.See file dsdata.txt to determine how the superseded data were derived.
 GZ0713
 GZ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG998052(NAD 83)
 GZ0713_MARKER: DB = BENCH MARK DISK
 GZ0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0713_STAMPING: H 12 1928 1083.856
 GZ0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0713+STABILITY: SURFACE MOTION
 GZ0713
 GZ0713  HISTORY     - Date     Condition        Report By
 GZ0713  HISTORY     - 1928     MONUMENTED       CGS
 GZ0713  HISTORY     - 1968     GOOD             NGS
 GZ0713  HISTORY     - 20050502 MARK NOT FOUND   KYDT
 GZ0713
 GZ0713                          STATION DESCRIPTION
 GZ0713
 GZ0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ0713'0.2 MI W FROM NANCY.
 GZ0713'ABOUT 0.05 MILE WEST ALONG STATE HIGHWAY 80 FROM THE POST
 GZ0713'OFFICE AT NANCY, THENCE 0.1 MILE WEST ALONG STATE HIGHWAY 196,
 GZ0713'24 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 203 FEET NORTHWEST
 GZ0713'OF THE WEST CORNER OF THE NANCY HIGH SCHOOL, 46 FEET NORTH OF THE
 GZ0713'NORTHEAST CORNER OF A FRAME HOUSE, 9 FEET NORTHEAST OF A 24-INCH
 GZ0713'MAPLE TREE, 8 FEET SOUTHWEST OF A TELEPHONE POLE, 0.9 FOOT
 GZ0713'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 GZ0713'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 GZ0713
 GZ0713                          STATION RECOVERY (2005)
 GZ0713
 GZ0713'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0713'HOUSE AND TREE NO LONGER HERE, AREA NOW A FENCED CATTLE LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1024 ***********************************************************************
 GC1024  DESIGNATION -  H 120
 GC1024  PID         -  GC1024
 GC1024  STATE/COUNTY-  KY/WARREN
 GC1024  USGS QUAD   -  ROCKFIELD (1979)
 GC1024
 GC1024                         *CURRENT SURVEY CONTROL
 GC1024  ___________________________________________________________________
 GC1024* NAD 83(1986)-  36 59 31.     (N)    086 30 11.     (W)     SCALED    
 GC1024* NAVD 88     -       149.957  (meters)     491.98   (feet)  ADJUSTED  
 GC1024  ___________________________________________________________________
 GC1024  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GC1024  DYNAMIC HT  -         149.840 (meters)     491.60  (feet)  COMP
 GC1024  MODELED GRAV-     979,849.8   (mgal)                       NAVD 88
 GC1024
 GC1024  VERT ORDER  -  SECOND    CLASS 0
 GC1024
 GC1024.The horizontal coordinates were scaled from a topographic map and have
 GC1024.an estimated accuracy of +/- 6 seconds.
 GC1024
 GC1024.The orthometric height was determined by differential leveling
 GC1024.and adjusted by the National Geodetic Survey in June 1991..
 GC1024
 GC1024.The geoid height was determined by GEOID03.
 GC1024
 GC1024.The dynamic height is computed by dividing the NAVD 88
 GC1024.geopotential number by the normal gravity value computed on the
 GC1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1024.degrees latitude (g = 980.6199 gals.).
 GC1024
 GC1024.The modeled gravity was interpolated from observed gravity values.
 GC1024
 GC1024;                    North         East    Units  Estimated Accuracy
 GC1024;SPC KY1Z     - 1,073,370.    1,432,960.      MT  (+/- 180 meters Scaled)
 GC1024
 GC1024                          SUPERSEDED SURVEY CONTROL
 GC1024
 GC1024  NGVD 29 (??/??/92)  149.96   (m)          492.0    (f) COMPUTED    2 0
 GC1024
 GC1024.Superseded values are not recommended for survey control.
 GC1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1024.See file dsdata.txt to determine how the superseded data were derived.
 GC1024
 GC1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF442940(NAD 83)
 GC1024_MARKER: DB = BENCH MARK DISK
 GC1024_SETTING: 66 = SET IN ROCK OUTCROP
 GC1024_SP_SET: ROCK OUTCROP
 GC1024_STAMPING: H 120 1940
 GC1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1024+STABILITY: POSITION/ELEVATION WELL
 GC1024
 GC1024  HISTORY     - Date     Condition        Report By
 GC1024  HISTORY     - 1940     MONUMENTED       CGS
 GC1024  HISTORY     - 1952     GOOD             NGS
 GC1024
 GC1024                          STATION DESCRIPTION
 GC1024
 GC1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GC1024'3.5 MI W FROM BOWLING GREEN.
 GC1024'3.5 MILES WEST ALONG U.S. HIGHWAY 231 FROM THE COUNTY COURTHOUSE
 GC1024'AT BOWLING GREEN, WARREN COUNTY, 24.2 FEET NORTH OF THE CENTERLINE
 GC1024'OF THE HIGHWAY, 16.6 FEET EAST OF THE CENTER OF A GATE TO AN
 GC1024'OIL WELL, 2 FEET SOUTH OF THE FENCE, IN THE TOP OF A ROCK
 GC1024'OUTCROP, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 GC1024'STANDARD DISK, STAMPED H 120 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1202 ***********************************************************************
 GC1202  DESIGNATION -  H 121
 GC1202  PID         -  GC1202
 GC1202  STATE/COUNTY-  KY/TODD
 GC1202  USGS QUAD   -  ELKTON (1982)
 GC1202
 GC1202                         *CURRENT SURVEY CONTROL
 GC1202  ___________________________________________________________________
 GC1202* NAD 83(1986)-  36 48 54.     (N)    087 10 36.     (W)     SCALED    
 GC1202* NAVD 88     -       196.730  (meters)     645.44   (feet)  ADJUSTED  
 GC1202  ___________________________________________________________________
 GC1202  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC1202  DYNAMIC HT  -         196.573 (meters)     644.92  (feet)  COMP
 GC1202  MODELED GRAV-     979,829.7   (mgal)                       NAVD 88
 GC1202
 GC1202  VERT ORDER  -  FIRST     CLASS I
 GC1202
 GC1202.The horizontal coordinates were scaled from a topographic map and have
 GC1202.an estimated accuracy of +/- 6 seconds.
 GC1202
 GC1202.The orthometric height was determined by differential leveling
 GC1202.and adjusted by the National Geodetic Survey in June 1991..
 GC1202
 GC1202.The geoid height was determined by GEOID03.
 GC1202
 GC1202.The dynamic height is computed by dividing the NAVD 88
 GC1202.geopotential number by the normal gravity value computed on the
 GC1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1202.degrees latitude (g = 980.6199 gals.).
 GC1202
 GC1202.The modeled gravity was interpolated from observed gravity values.
 GC1202
 GC1202;                    North         East    Units  Estimated Accuracy
 GC1202;SPC KY1Z     - 1,054,430.    1,372,700.      MT  (+/- 180 meters Scaled)
 GC1202
 GC1202                          SUPERSEDED SURVEY CONTROL
 GC1202
 GC1202  NGVD 29 (??/??/92)  196.807  (m)          645.69   (f) ADJ UNCH    1 1
 GC1202
 GC1202.Superseded values are not recommended for survey control.
 GC1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1202.See file dsdata.txt to determine how the superseded data were derived.
 GC1202
 GC1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF842743(NAD 83)
 GC1202_MARKER: DB = BENCH MARK DISK
 GC1202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1202_SP_SET: CULVERT
 GC1202_STAMPING: H 121 1940
 GC1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1202
 GC1202  HISTORY     - Date     Condition        Report By
 GC1202  HISTORY     - 1940     MONUMENTED       CGS
 GC1202  HISTORY     - 1968     GOOD             NGS
 GC1202
 GC1202                          STATION DESCRIPTION
 GC1202
 GC1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1202'1.3 MI W FROM ELKTON.
 GC1202'ABOUT 1.3 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GC1202'FROM THE TODD COUNTY COURTHOUSE AT ELKTON, NEAR THE JUNCTION OF
 GC1202'THE HIGHWAY AND A PAVED ROAD, 17 FEET NORTH OF THE CENTERLINE
 GC1202'OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH
 GC1202'CONCRETE HEADWALL OF A CONCRETE TUBULAR CULVERT UNDER THE
 GC1202'HIGHWAY, 57 FEET EAST OF THE EXTENDED CENTERLINE OF THE ROAD, AND
 GC1202'ABOUT 2 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1458 ***********************************************************************
 HZ1458  DESIGNATION -  H 122
 HZ1458  PID         -  HZ1458
 HZ1458  STATE/COUNTY-  KY/JEFFERSON
 HZ1458  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1458
 HZ1458                         *CURRENT SURVEY CONTROL
 HZ1458  ___________________________________________________________________
 HZ1458* NAD 83(1986)-  38 15 18.     (N)    085 41 17.     (W)     SCALED    
 HZ1458* NAVD 88     -       166.001  (meters)     544.62   (feet)  ADJUSTED  
 HZ1458  ___________________________________________________________________
 HZ1458  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1458  DYNAMIC HT  -         165.889 (meters)     544.25  (feet)  COMP
 HZ1458  MODELED GRAV-     979,952.1   (mgal)                       NAVD 88
 HZ1458
 HZ1458  VERT ORDER  -  FIRST     CLASS II
 HZ1458
 HZ1458.The horizontal coordinates were scaled from a topographic map and have
 HZ1458.an estimated accuracy of +/- 6 seconds.
 HZ1458
 HZ1458.The orthometric height was determined by differential leveling
 HZ1458.and adjusted by the National Geodetic Survey in June 1991..
 HZ1458.WARNING-Repeat measurements at this control monument indicate possible
 HZ1458.vertical movement.
 HZ1458
 HZ1458.The geoid height was determined by GEOID03.
 HZ1458
 HZ1458.The dynamic height is computed by dividing the NAVD 88
 HZ1458.geopotential number by the normal gravity value computed on the
 HZ1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1458.degrees latitude (g = 980.6199 gals.).
 HZ1458
 HZ1458.The modeled gravity was interpolated from observed gravity values.
 HZ1458
 HZ1458;                    North         East    Units  Estimated Accuracy
 HZ1458;SPC KY1Z     - 1,213,280.    1,505,420.      MT  (+/- 180 meters Scaled)
 HZ1458
 HZ1458                          SUPERSEDED SURVEY CONTROL
 HZ1458
 HZ1458  NGVD 29 (??/??/92)  166.152  (m)          545.12   (f) ADJ UNCH    1 2
 HZ1458
 HZ1458.Superseded values are not recommended for survey control.
 HZ1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1458.See file dsdata.txt to determine how the superseded data were derived.
 HZ1458
 HZ1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH147349(NAD 83)
 HZ1458_MARKER: DB = BENCH MARK DISK
 HZ1458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1458_SP_SET: CURB
 HZ1458_STAMPING: H 122 1940
 HZ1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1458
 HZ1458  HISTORY     - Date     Condition        Report By
 HZ1458  HISTORY     - 1940     MONUMENTED       CGS
 HZ1458  HISTORY     - 1954     GOOD             NGS
 HZ1458  HISTORY     - 1963     GOOD             NGS
 HZ1458  HISTORY     - 1981     GOOD             KYDT
 HZ1458
 HZ1458                          STATION DESCRIPTION
 HZ1458
 HZ1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1458'AT LOUISVILLE.
 HZ1458'AT LOUISVILLE, NEAR THE INTERSECTION OF FRANKFORT AVENUE AND
 HZ1458'KENNEDY AVENUE, SET IN THE TOP OF THE EAST STONE CURBING OF
 HZ1458'ENTRANCE DRIVE NORTH TO ST. JOSEPH ORPHANAGE, 49 FEET NORTH OF
 HZ1458'NORTH CURB OF FRANKFORT AVENUE, ABOUT 60 YARDS EAST OF EXTENDED
 HZ1458'CENTER LINE OF KENNEDY AVENUE, 11 FEET EAST OF CENTER LINE OF
 HZ1458'ENTRANCE DRIVE TO ORPHANAGE, 10 1/2 FEET NORTH OF NORTH RAIL OF
 HZ1458'NORTH TRACK OF THE LOUISVILLE AND NASHVILLE RAILROAD AND ABOUT 1
 HZ1458'FOOT BELOW LEVEL OF FRANKFORT AVENUE.
 HZ1458
 HZ1458                          STATION RECOVERY (1963)
 HZ1458
 HZ1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1458'RECOVERED IN GOOD CONDITION.
 HZ1458
 HZ1458                          STATION RECOVERY (1981)
 HZ1458
 HZ1458'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1534 ***********************************************************************
 HY1534  DESIGNATION -  H 123
 HY1534  PID         -  HY1534
 HY1534  STATE/COUNTY-  KY/ELLIOTT
 HY1534  USGS QUAD   -  BRUIN (1978)
 HY1534
 HY1534                         *CURRENT SURVEY CONTROL
 HY1534  ___________________________________________________________________
 HY1534* NAD 83(1986)-  38 10 28.     (N)    083 01 40.     (W)     SCALED    
 HY1534* NAVD 88     -       216.577  (meters)     710.55   (feet)  ADJUSTED  
 HY1534  ___________________________________________________________________
 HY1534  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY1534  DYNAMIC HT  -         216.428 (meters)     710.06  (feet)  COMP
 HY1534  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 HY1534
 HY1534  VERT ORDER  -  SECOND    CLASS 0
 HY1534
 HY1534.The horizontal coordinates were scaled from a topographic map and have
 HY1534.an estimated accuracy of +/- 6 seconds.
 HY1534
 HY1534.The orthometric height was determined by differential leveling
 HY1534.and adjusted by the National Geodetic Survey in June 1991..
 HY1534
 HY1534.The geoid height was determined by GEOID03.
 HY1534
 HY1534.The dynamic height is computed by dividing the NAVD 88
 HY1534.geopotential number by the normal gravity value computed on the
 HY1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1534.degrees latitude (g = 980.6199 gals.).
 HY1534
 HY1534.The modeled gravity was interpolated from observed gravity values.
 HY1534
 HY1534;                    North         East    Units  Estimated Accuracy
 HY1534;SPC KY1Z     - 1,207,810.    1,738,480.      MT  (+/- 180 meters Scaled)
 HY1534
 HY1534                          SUPERSEDED SURVEY CONTROL
 HY1534
 HY1534  NGVD 29 (??/??/92)  216.761  (m)          711.16   (f) ADJ UNCH    2 0
 HY1534
 HY1534.Superseded values are not recommended for survey control.
 HY1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1534.See file dsdata.txt to determine how the superseded data were derived.
 HY1534
 HY1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC223271(NAD 83)
 HY1534_MARKER: DB = BENCH MARK DISK
 HY1534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1534_SP_SET: CULVERT
 HY1534_STAMPING: H 123 1940 711.157
 HY1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1534
 HY1534  HISTORY     - Date     Condition        Report By
 HY1534  HISTORY     - 1940     MONUMENTED       CGS
 HY1534  HISTORY     - 1955     GOOD             NGS
 HY1534
 HY1534                          STATION DESCRIPTION
 HY1534
 HY1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1534'1 MI SW FROM BRUIN.
 HY1534'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 HY1534'AT BRUIN.  0.15 MILE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY
 HY1534'409, 59 YARDS WEST OF THE SOUTHWEST CORNER OF A BARN, 39 YARDS
 HY1534'WEST AND ACROSS ROAD FROM A CURVE SIGN, IN THE TOP OF THE WEST
 HY1534'END OF THE NORTH HEAD WALL OF CULVERT, 19.5 FEET NORTH OF THE
 HY1534'CENTER LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0625 ***********************************************************************
 GD0625  DESIGNATION -  H 124
 GD0625  PID         -  GD0625
 GD0625  STATE/COUNTY-  KY/HICKMAN
 GD0625  USGS QUAD   -  OAKTON (1982)
 GD0625
 GD0625                         *CURRENT SURVEY CONTROL
 GD0625  ___________________________________________________________________
 GD0625* NAD 83(1986)-  36 44 27.     (N)    089 05 48.     (W)     SCALED    
 GD0625* NAVD 88     -       108.887  (meters)     357.24   (feet)  ADJUSTED  
 GD0625  ___________________________________________________________________
 GD0625  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GD0625  DYNAMIC HT  -         108.803 (meters)     356.96  (feet)  COMP
 GD0625  MODELED GRAV-     979,862.8   (mgal)                       NAVD 88
 GD0625
 GD0625  VERT ORDER  -  SECOND    CLASS 0
 GD0625
 GD0625.The horizontal coordinates were scaled from a topographic map and have
 GD0625.an estimated accuracy of +/- 6 seconds.
 GD0625
 GD0625.The orthometric height was determined by differential leveling
 GD0625.and adjusted by the National Geodetic Survey in June 1991..
 GD0625
 GD0625.The geoid height was determined by GEOID03.
 GD0625
 GD0625.The dynamic height is computed by dividing the NAVD 88
 GD0625.geopotential number by the normal gravity value computed on the
 GD0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0625.degrees latitude (g = 980.6199 gals.).
 GD0625
 GD0625.The modeled gravity was interpolated from observed gravity values.
 GD0625
 GD0625;                    North         East    Units  Estimated Accuracy
 GD0625;SPC KY1Z     - 1,050,590.    1,201,130.      MT  (+/- 180 meters Scaled)
 GD0625
 GD0625                          SUPERSEDED SURVEY CONTROL
 GD0625
 GD0625  NGVD 29 (??/??/??)  108.775  (m)          356.87   (f) ADJUSTED    2 0
 GD0625
 GD0625.Superseded values are not recommended for survey control.
 GD0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0625.See file dsdata.txt to determine how the superseded data were derived.
 GD0625
 GD0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF128681(NAD 83)
 GD0625_MARKER: DB = BENCH MARK DISK
 GD0625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0625_SP_SET: CULVERT
 GD0625_STAMPING: H 124 1943
 GD0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0625
 GD0625  HISTORY     - Date     Condition        Report By
 GD0625  HISTORY     - 1943     MONUMENTED       CGS
 GD0625
 GD0625                          STATION DESCRIPTION
 GD0625
 GD0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0625'AT COLUMBUS.
 GD0625'AT COLUMBUS, HICKMAN COUNTY, 17 RAILS SOUTH OF THE MOBILE AND OHIO
 GD0625'RAILROAD STATION, 30 RAILS NORTH OF MILEPOST 470, AT A CONCRETE
 GD0625'CULVERT, IN THE NORTHWEST END OF THE NORTHEAST HEADWALL, 13.1
 GD0625'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND 4.5
 GD0625'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 124 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0908 ***********************************************************************
 GC0908  DESIGNATION -  H 126
 GC0908  PID         -  GC0908
 GC0908  STATE/COUNTY-  KY/LOGAN
 GC0908  USGS QUAD   -  LEWISBURG (1983)
 GC0908
 GC0908                         *CURRENT SURVEY CONTROL
 GC0908  ___________________________________________________________________
 GC0908* NAD 83(1986)-  36 59 43.     (N)    086 56 58.     (W)     SCALED    
 GC0908* NAVD 88     -       143.304  (meters)     470.16   (feet)  ADJUSTED  
 GC0908  ___________________________________________________________________
 GC0908  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GC0908  DYNAMIC HT  -         143.195 (meters)     469.80  (feet)  COMP
 GC0908  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 GC0908
 GC0908  VERT ORDER  -  SECOND    CLASS 0
 GC0908
 GC0908.The horizontal coordinates were scaled from a topographic map and have
 GC0908.an estimated accuracy of +/- 6 seconds.
 GC0908
 GC0908.The orthometric height was determined by differential leveling
 GC0908.and adjusted by the National Geodetic Survey in June 1991..
 GC0908
 GC0908.The geoid height was determined by GEOID03.
 GC0908
 GC0908.The dynamic height is computed by dividing the NAVD 88
 GC0908.geopotential number by the normal gravity value computed on the
 GC0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0908.degrees latitude (g = 980.6199 gals.).
 GC0908
 GC0908.The modeled gravity was interpolated from observed gravity values.
 GC0908
 GC0908;                    North         East    Units  Estimated Accuracy
 GC0908;SPC KY1Z     - 1,074,150.    1,393,230.      MT  (+/- 180 meters Scaled)
 GC0908
 GC0908                          SUPERSEDED SURVEY CONTROL
 GC0908
 GC0908  NGVD 29 (??/??/92)  143.423  (m)          470.55   (f) ADJ UNCH    2 0
 GC0908
 GC0908.Superseded values are not recommended for survey control.
 GC0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0908.See file dsdata.txt to determine how the superseded data were derived.
 GC0908
 GC0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF044943(NAD 83)
 GC0908_MARKER: DB = BENCH MARK DISK
 GC0908_SETTING: 66 = SET IN ROCK OUTCROP
 GC0908_SP_SET: ROCK OUTCROP
 GC0908_STAMPING: H 126 1943
 GC0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0908+STABILITY: POSITION/ELEVATION WELL
 GC0908
 GC0908  HISTORY     - Date     Condition        Report By
 GC0908  HISTORY     - 1943     MONUMENTED       CGS
 GC0908
 GC0908                          STATION DESCRIPTION
 GC0908
 GC0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GC0908'0.5 MI N FROM LEWISBURG.
 GC0908'0.5 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0908'FROM THE STATION AT LEWISBURG, LOGAN COUNTY, 87 FEET NORTH OF
 GC0908'MILEPOST 155, IN THE TOP OF THE SOUTH END OF THE FIRST LIMESTONE
 GC0908'ROCK OUTCROP NORTH OF THE MILEPOST, NEAR THE MIDDLE OF A SMALL
 GC0908'CUT, 16 FEET EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT
 GC0908'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED H 126 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0208 ***********************************************************************
 HA0208  DESIGNATION -  H 127
 HA0208  PID         -  HA0208
 HA0208  STATE/COUNTY-  KY/EDMONSON
 HA0208  USGS QUAD   -  BEE SPRING (1979)
 HA0208
 HA0208                         *CURRENT SURVEY CONTROL
 HA0208  ___________________________________________________________________
 HA0208* NAD 83(1986)-  37 17 28.     (N)    086 17 08.     (W)     SCALED    
 HA0208* NAVD 88     -       212.082  (meters)     695.81   (feet)  ADJUSTED  
 HA0208  ___________________________________________________________________
 HA0208  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HA0208  DYNAMIC HT  -         211.922 (meters)     695.28  (feet)  COMP
 HA0208  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 HA0208
 HA0208  VERT ORDER  -  SECOND    CLASS 0
 HA0208
 HA0208.The horizontal coordinates were scaled from a topographic map and have
 HA0208.an estimated accuracy of +/- 6 seconds.
 HA0208
 HA0208.The orthometric height was determined by differential leveling
 HA0208.and adjusted by the National Geodetic Survey in June 1991..
 HA0208
 HA0208.The geoid height was determined by GEOID03.
 HA0208
 HA0208.The dynamic height is computed by dividing the NAVD 88
 HA0208.geopotential number by the normal gravity value computed on the
 HA0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0208.degrees latitude (g = 980.6199 gals.).
 HA0208
 HA0208.The modeled gravity was interpolated from observed gravity values.
 HA0208
 HA0208;                    North         East    Units  Estimated Accuracy
 HA0208;SPC KY1Z     - 1,106,430.    1,452,510.      MT  (+/- 180 meters Scaled)
 HA0208
 HA0208                          SUPERSEDED SURVEY CONTROL
 HA0208
 HA0208  NGVD 29 (??/??/92)  212.202  (m)          696.20   (f) ADJ UNCH    2 0
 HA0208
 HA0208.Superseded values are not recommended for survey control.
 HA0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0208.See file dsdata.txt to determine how the superseded data were derived.
 HA0208
 HA0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG633274(NAD 83)
 HA0208_MARKER: DB = BENCH MARK DISK
 HA0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0208_SP_SET: CULVERT
 HA0208_STAMPING: H 127 1943
 HA0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0208
 HA0208  HISTORY     - Date     Condition        Report By
 HA0208  HISTORY     - 1943     MONUMENTED       CGS
 HA0208
 HA0208                          STATION DESCRIPTION
 HA0208
 HA0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HA0208'6.8 MI S FROM ANNETA.
 HA0208'TO REACH FROM THE GENERAL STORE AT ANNETA, PROCEED 6.85 MILES
 HA0208'SOUTHERLY ALONG STATE HIGHWAY NO. 65 TO A CONCRETE CULVERT
 HA0208'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 HA0208'TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 3.0 FOOT CONCRETE
 HA0208'PIPE CULVERT UNDER THE HIGHWAY.  IT IS 0.15 MILE NORTH OF THE
 HA0208'INTERSECTION OF A STONE CROSS ROAD AT BEE SPRING, 17.0 FEET
 HA0208'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 HA0208'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1764 ***********************************************************************
 GC1764  DESIGNATION -  H 131 RESET 1974
 GC1764  PID         -  GC1764
 GC1764  STATE/COUNTY-  KY/TRIGG
 GC1764  USGS QUAD   -  CADIZ (1982)
 GC1764
 GC1764                         *CURRENT SURVEY CONTROL
 GC1764  ___________________________________________________________________
 GC1764* NAD 83(1986)-  36 52 01.     (N)    087 47 43.     (W)     SCALED    
 GC1764* NAVD 88     -       149.86   (+/-2cm)     491.7    (feet)  VERTCON   
 GC1764  ___________________________________________________________________
 GC1764  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC1764
 GC1764  VERT ORDER  -  THIRD (See Below)
 GC1764
 GC1764.The horizontal coordinates were scaled from a topographic map and have
 GC1764.an estimated accuracy of +/- 6 seconds.
 GC1764
 GC1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC1764.The vertical order pertains to the NGVD 29 superseded value.
 GC1764
 GC1764.The geoid height was determined by GEOID03.
 GC1764
 GC1764;                    North         East    Units  Estimated Accuracy
 GC1764;SPC KY1Z     - 1,061,220.    1,317,630.      MT  (+/- 180 meters Scaled)
 GC1764
 GC1764                          SUPERSEDED SURVEY CONTROL
 GC1764
 GC1764  NGVD 29 (??/??/??)  149.93   (m)          491.9    (f) RESET       3  
 GC1764
 GC1764.Superseded values are not recommended for survey control.
 GC1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1764.See file dsdata.txt to determine how the superseded data were derived.
 GC1764
 GC1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF291804(NAD 83)
 GC1764_MARKER: DB = BENCH MARK DISK
 GC1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1764_STAMPING: H 131 RESET 1974
 GC1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1764+STABILITY: SURFACE MOTION
 GC1764
 GC1764  HISTORY     - Date     Condition        Report By
 GC1764  HISTORY     - 1974     MONUMENTED       NGS
 GC1764
 GC1764                          STATION DESCRIPTION
 GC1764
 GC1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GC1764'2.5 MI E FROM CADIZ.
 GC1764'2.5 MILES EAST ALONG U.S. HIGHWAY 68 FROM THE TRIGG COUNTY
 GC1764'COURTHOUSE AT CADIZ, 1 FOOT NORTH OF A FENCE, 3 FEET NORTHWEST
 GC1764'OF A POWER SERVICE POLE, 161 FEET WEST OF THE CENTERLINE OF A
 GC1764'DRIVEWAY SOUTH, 42 FEET WEST OF A FENCE CORNER, 30 FEET SOUTH
 GC1764'OF THE CENTERLINE OF THE HIGHWAY AND SET IN THE TOP OF A ROUND
 GC1764'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0618 ***********************************************************************
 GD0618  DESIGNATION -  H 132
 GD0618  PID         -  GD0618
 GD0618  STATE/COUNTY-  KY/HICKMAN
 GD0618  USGS QUAD   -  OAKTON (1982)
 GD0618
 GD0618                         *CURRENT SURVEY CONTROL
 GD0618  ___________________________________________________________________
 GD0618* NAD 83(1986)-  36 42 16.     (N)    089 00 32.     (W)     SCALED    
 GD0618* NAVD 88     -       111.424  (meters)     365.56   (feet)  ADJUSTED  
 GD0618  ___________________________________________________________________
 GD0618  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GD0618  DYNAMIC HT  -         111.338 (meters)     365.28  (feet)  COMP
 GD0618  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 GD0618
 GD0618  VERT ORDER  -  FIRST     CLASS I
 GD0618
 GD0618.The horizontal coordinates were scaled from a topographic map and have
 GD0618.an estimated accuracy of +/- 6 seconds.
 GD0618
 GD0618.The orthometric height was determined by differential leveling
 GD0618.and adjusted by the National Geodetic Survey in June 1991..
 GD0618
 GD0618.The geoid height was determined by GEOID03.
 GD0618
 GD0618.The dynamic height is computed by dividing the NAVD 88
 GD0618.geopotential number by the normal gravity value computed on the
 GD0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0618.degrees latitude (g = 980.6199 gals.).
 GD0618
 GD0618.The modeled gravity was interpolated from observed gravity values.
 GD0618
 GD0618;                    North         East    Units  Estimated Accuracy
 GD0618;SPC KY1Z     - 1,046,270.    1,208,830.      MT  (+/- 180 meters Scaled)
 GD0618
 GD0618                          SUPERSEDED SURVEY CONTROL
 GD0618
 GD0618  NGVD 29 (??/??/??)  111.337  (m)          365.28   (f) ADJUSTED    1 1
 GD0618
 GD0618.Superseded values are not recommended for survey control.
 GD0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0618.See file dsdata.txt to determine how the superseded data were derived.
 GD0618
 GD0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF205639(NAD 83)
 GD0618_MARKER: DB = BENCH MARK DISK
 GD0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0618_STAMPING: H 132 1948
 GD0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0618+STABILITY: SURFACE MOTION
 GD0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0618+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 GD0618
 GD0618  HISTORY     - Date     Condition        Report By
 GD0618  HISTORY     - 1948     MONUMENTED       CGS
 GD0618  HISTORY     - 1974     GOOD             NGS
 GD0618  HISTORY     - 20020814 GOOD             USACE
 GD0618
 GD0618                          STATION DESCRIPTION
 GD0618
 GD0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0618'3.1 MI N FROM CLINTON.
 GD0618'ABOUT 2.65 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE FEDERAL
 GD0618'BUILDING-POST OFFICE AT CLINTON, THENCE 0.45 MILE WEST ALONG
 GD0618'STATE HIGHWAY 1540, ALSO, 2.35 MILES NORTH ALONG RAILROAD FROM
 GD0618'SITE OF RAILROAD STATION AT CLINTON, AT THE CROSSING WITH
 GD0618'ILLINOIS CENTRAL RAILROAD, 0.2 MILE NORTH OF A SMALL SIGNAL
 GD0618'CONTROL BUILDING, 62 FEET NORTHWEST OF CENTER OF CROSSING, 40.5
 GD0618'FEET WEST OF THE WEST RAIL, 28.7 FEET NORTH OF THE CENTER LINE
 GD0618'OF STATE HIGHWAY 1540, 34.3 FEET WEST-NORTHWEST OF THE WEST END
 GD0618'OF CONCRETE HEADWALL OF A PIPE CULVERT, 4 FEET NORTH OF A POWER
 GD0618'POLE BRACED BY 3 GUY WIRES, 3 FEET ABOVE RAILS AND IN THE TOP
 GD0618'OF A CONCRETE POST PROJECTING 4-INCHES.
 GD0618
 GD0618                          STATION RECOVERY (2002)
 GD0618
 GD0618'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1115 ***********************************************************************
 GC1115  DESIGNATION -  H 133
 GC1115  PID         -  GC1115
 GC1115  STATE/COUNTY-  KY/CHRISTIAN
 GC1115  USGS QUAD   -  OAK GROVE (1982)
 GC1115
 GC1115                         *CURRENT SURVEY CONTROL
 GC1115  ___________________________________________________________________
 GC1115* NAD 83(1986)-  36 39 13.     (N)    087 25 51.     (W)     SCALED    
 GC1115* NAVD 88     -       167.048  (meters)     548.06   (feet)  POSTED    
 GC1115  ___________________________________________________________________
 GC1115  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1115  DYNAMIC HT  -         166.910 (meters)     547.60  (feet)  COMP
 GC1115  MODELED GRAV-     979,808.2   (mgal)                       NAVD 88
 GC1115
 GC1115  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GC1115
 GC1115.The horizontal coordinates were scaled from a topographic map and have
 GC1115.an estimated accuracy of +/- 6 seconds.
 GC1115
 GC1115.The orthometric height was determined by differential leveling
 GC1115.and adjusted by the National Geodetic Survey in 1992..
 GC1115.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GC1115.rate of 0.0 thru 1.0 mm/km.
 GC1115
 GC1115.The geoid height was determined by GEOID03.
 GC1115
 GC1115.The dynamic height is computed by dividing the NAVD 88
 GC1115.geopotential number by the normal gravity value computed on the
 GC1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1115.degrees latitude (g = 980.6199 gals.).
 GC1115
 GC1115.The modeled gravity was interpolated from observed gravity values.
 GC1115
 GC1115;                    North         East    Units  Estimated Accuracy
 GC1115;SPC KY1Z     - 1,036,900.    1,349,700.      MT  (+/- 180 meters Scaled)
 GC1115
 GC1115                          SUPERSEDED SURVEY CONTROL
 GC1115
 GC1115  NGVD 29 (??/??/92)  167.107  (m)          548.25   (f) ADJ UNCH    1 2
 GC1115
 GC1115.Superseded values are not recommended for survey control.
 GC1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1115.See file dsdata.txt to determine how the superseded data were derived.
 GC1115
 GC1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF614565(NAD 83)
 GC1115_MARKER: DB = BENCH MARK DISK
 GC1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1115_STAMPING: H 133 1949
 GC1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1115+STABILITY: SURFACE MOTION
 GC1115
 GC1115  HISTORY     - Date     Condition        Report By
 GC1115  HISTORY     - 1949     MONUMENTED       CGS
 GC1115
 GC1115                          STATION DESCRIPTION
 GC1115
 GC1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1115'15.6 MI S FROM HOPKINSVILLE.
 GC1115'15.55 MILES SOUTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1115'JUNCTION WITH THE ILLINOIS CENTRAL RAILROAD AT HOPKINSVILLE,
 GC1115'ABOUT 0.9 MILE NORTH OF THE KENTUCKY-TENNESSEE STATE LINE,
 GC1115'ABOUT 0.8 MILE SOUTH OF THE ROAD CROSSING AT THOMPSONVILLE (OAK
 GC1115'GROVE POST OFFICE), AT A PRIVATE ROAD CROSSING FOLLOWING OLD
 GC1115'ABANDONED RAILROAD GRADE NORTHWEST-SOUTHEAST, 48 FEET EAST OF THE
 GC1115'CENTER OF THE CROSSING, 45 FEET EAST OF THE EAST RAIL, 5 FEET
 GC1115'WEST OF THE R/W FENCE LINE, 40 FEET NORTHEAST OF THE CENTER LINE
 GC1115'OF THE OLD RAILROAD GRADE LEADING SOUTHEAST, 14 FEET SOUTHEAST
 GC1115'OF THE CENTER LINE OF A FIELD ROAD LEADING NORTHEAST, 60.5 FEET
 GC1115'EAST AND ACROSS THE TRACK FROM A SIGN YARD LIMIT, 2 FEET NORTHEAST
 GC1115'OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE TRACK AND
 GC1115'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1092 ***********************************************************************
 GC1092  DESIGNATION -  H 134
 GC1092  PID         -  GC1092
 GC1092  STATE/COUNTY-  KY/CHRISTIAN
 GC1092  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1092
 GC1092                         *CURRENT SURVEY CONTROL
 GC1092  ___________________________________________________________________
 GC1092* NAD 83(1986)-  36 46 54.     (N)    087 26 30.     (W)     SCALED    
 GC1092* NAVD 88     -       173.508  (meters)     569.25   (feet)  ADJUSTED  
 GC1092  ___________________________________________________________________
 GC1092  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC1092  DYNAMIC HT  -         173.370 (meters)     568.80  (feet)  COMP
 GC1092  MODELED GRAV-     979,831.3   (mgal)                       NAVD 88
 GC1092
 GC1092  VERT ORDER  -  FIRST     CLASS II
 GC1092
 GC1092.The horizontal coordinates were scaled from a topographic map and have
 GC1092.an estimated accuracy of +/- 6 seconds.
 GC1092
 GC1092.The orthometric height was determined by differential leveling
 GC1092.and adjusted by the National Geodetic Survey in June 1991..
 GC1092
 GC1092.The geoid height was determined by GEOID03.
 GC1092
 GC1092.The dynamic height is computed by dividing the NAVD 88
 GC1092.geopotential number by the normal gravity value computed on the
 GC1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1092.degrees latitude (g = 980.6199 gals.).
 GC1092
 GC1092.The modeled gravity was interpolated from observed gravity values.
 GC1092
 GC1092;                    North         East    Units  Estimated Accuracy
 GC1092;SPC KY1Z     - 1,051,130.    1,348,990.      MT  (+/- 180 meters Scaled)
 GC1092
 GC1092                          SUPERSEDED SURVEY CONTROL
 GC1092
 GC1092  NGVD 29 (??/??/92)  173.578  (m)          569.48   (f) ADJ UNCH    1 2
 GC1092
 GC1092.Superseded values are not recommended for survey control.
 GC1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1092.See file dsdata.txt to determine how the superseded data were derived.
 GC1092
 GC1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF605707(NAD 83)
 GC1092_MARKER: DB = BENCH MARK DISK
 GC1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1092_STAMPING: H 134 1949
 GC1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1092+STABILITY: SURFACE MOTION
 GC1092
 GC1092  HISTORY     - Date     Condition        Report By
 GC1092  HISTORY     - 1949     MONUMENTED       CGS
 GC1092
 GC1092                          STATION DESCRIPTION
 GC1092
 GC1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1092'7.6 MI SE FROM HOPKINSVILLE.
 GC1092'5.7 MILES SOUTH ALONG U.S. HIGHWAY 41A FROM THE POST OFFICE AT
 GC1092'HOPKINSVILLE, THENCE ABOUT 1.5 MILES EAST AND ABOUT 0.15 MILE
 GC1092'SOUTH ALONG GRAVEL ROADS, THENCE ABOUT 0.25 MILE SOUTHEAST AND
 GC1092'EAST ALONG A PRIVATE ROAD, ABOUT 0.25 MILE WEST OF THE SMALL
 GC1092'AIRPORT HANGAR AND OFFICE BUILDING AT GARNETT AIRFIELD, AT THE
 GC1092'JUNCTION OF A ROAD LEADING EAST TO THE FIELD AND SOUTH TO
 GC1092'GARNETTS FARM HOUSE, 78 FEET WEST OF THE CENTER OF THE JUNCTION,
 GC1092'1 FOOT NORTH OF A FENCE LINE, 3 FEET WEST OF A POWER POLE, 87
 GC1092'FEET WEST OF THE CENTER OF A CATTLE GUARD, 2 FEET EAST OF A
 GC1092'WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE THE ROAD AND
 GC1092'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0874 ***********************************************************************
 HA0874  DESIGNATION -  H 135
 HA0874  PID         -  HA0874
 HA0874  STATE/COUNTY-  KY/CALDWELL
 HA0874  USGS QUAD   -  PRINCETON EAST (1967)
 HA0874
 HA0874                         *CURRENT SURVEY CONTROL
 HA0874  ___________________________________________________________________
 HA0874* NAD 83(1986)-  37 02 22.     (N)    087 50 12.     (W)     SCALED    
 HA0874* NAVD 88     -       148.828  (meters)     488.28   (feet)  ADJUSTED  
 HA0874  ___________________________________________________________________
 HA0874  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HA0874  DYNAMIC HT  -         148.714 (meters)     487.91  (feet)  COMP
 HA0874  MODELED GRAV-     979,863.2   (mgal)                       NAVD 88
 HA0874
 HA0874  VERT ORDER  -  FIRST     CLASS I
 HA0874
 HA0874.The horizontal coordinates were scaled from a topographic map and have
 HA0874.an estimated accuracy of +/- 6 seconds.
 HA0874
 HA0874.The orthometric height was determined by differential leveling
 HA0874.and adjusted by the National Geodetic Survey in June 1991..
 HA0874
 HA0874.The geoid height was determined by GEOID03.
 HA0874
 HA0874.The dynamic height is computed by dividing the NAVD 88
 HA0874.geopotential number by the normal gravity value computed on the
 HA0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0874.degrees latitude (g = 980.6199 gals.).
 HA0874
 HA0874.The modeled gravity was interpolated from observed gravity values.
 HA0874
 HA0874;                    North         East    Units  Estimated Accuracy
 HA0874;SPC KY1Z     - 1,080,440.    1,314,370.      MT  (+/- 180 meters Scaled)
 HA0874
 HA0874                          SUPERSEDED SURVEY CONTROL
 HA0874
 HA0874  NGVD 29 (??/??/92)  148.899  (m)          488.51   (f) ADJ UNCH    1 1
 HA0874
 HA0874.Superseded values are not recommended for survey control.
 HA0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0874.See file dsdata.txt to determine how the superseded data were derived.
 HA0874
 HA0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF255995(NAD 83)
 HA0874_MARKER: DB = BENCH MARK DISK
 HA0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0874_STAMPING: H 135 1949
 HA0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0874+STABILITY: SURFACE MOTION
 HA0874
 HA0874  HISTORY     - Date     Condition        Report By
 HA0874  HISTORY     - 1949     MONUMENTED       CGS
 HA0874  HISTORY     - 1968     GOOD             NGS
 HA0874
 HA0874                          STATION DESCRIPTION
 HA0874
 HA0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0874'5.6 MI SE FROM PRINCETON.
 HA0874'ABOUT 0.3 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS
 HA0874'STATE HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL COUNTY
 HA0874'COURTHOUSE AT PRINCETON TO A CROSSING OF THE ILLINOIS CENTRAL
 HA0874'RAILROAD, THENCE 5.35 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL
 HA0874'RAILROAD, 122 YARDS NORTHWEST OF MILEPOST 105, 46 FEET SOUTHWEST
 HA0874'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD,
 HA0874'43 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 39 FEET NORTHWEST OF
 HA0874'TELEPHONE POLE NUMBER 3, 9 FEET NORTHWEST OF A 24-INCH ELM TREE,
 HA0874'2 FEET NORTHEAST OF A FENCE, 1.3 FEET WEST OF A METAL WITNESS
 HA0874'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 HA0874'CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0176 ***********************************************************************
 HB0176  DESIGNATION -  H 136
 HB0176  PID         -  HB0176
 HB0176  STATE/COUNTY-  KY/LIVINGSTON
 HB0176  USGS QUAD   -  GRAND RIVERS (1993)
 HB0176
 HB0176                         *CURRENT SURVEY CONTROL
 HB0176  ___________________________________________________________________
 HB0176* NAD 83(1986)-  37 01 38.     (N)    088 13 53.     (W)     SCALED    
 HB0176* NAVD 88     -       106.248  (meters)     348.58   (feet)  ADJUSTED  
 HB0176  ___________________________________________________________________
 HB0176  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HB0176  DYNAMIC HT  -         106.169 (meters)     348.32  (feet)  COMP
 HB0176  MODELED GRAV-     979,885.3   (mgal)                       NAVD 88
 HB0176
 HB0176  VERT ORDER  -  FIRST     CLASS II
 HB0176
 HB0176.The horizontal coordinates were scaled from a topographic map and have
 HB0176.an estimated accuracy of +/- 6 seconds.
 HB0176
 HB0176.The orthometric height was determined by differential leveling
 HB0176.and adjusted by the National Geodetic Survey in June 1991..
 HB0176
 HB0176.The geoid height was determined by GEOID03.
 HB0176
 HB0176.The dynamic height is computed by dividing the NAVD 88
 HB0176.geopotential number by the normal gravity value computed on the
 HB0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0176.degrees latitude (g = 980.6199 gals.).
 HB0176
 HB0176.The modeled gravity was interpolated from observed gravity values.
 HB0176
 HB0176;                    North         East    Units  Estimated Accuracy
 HB0176;SPC KY1Z     - 1,079,950.    1,279,230.      MT  (+/- 180 meters Scaled)
 HB0176
 HB0176                          SUPERSEDED SURVEY CONTROL
 HB0176
 HB0176  NGVD 29 (??/??/??)  106.324  (m)          348.83   (f) ADJUSTED    1 2
 HB0176
 HB0176.Superseded values are not recommended for survey control.
 HB0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0176.See file dsdata.txt to determine how the superseded data were derived.
 HB0176
 HB0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF904986(NAD 83)
 HB0176_MARKER: DB = BENCH MARK DISK
 HB0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0176_STAMPING: H 136 1949
 HB0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0176+STABILITY: SURFACE MOTION
 HB0176
 HB0176  HISTORY     - Date     Condition        Report By
 HB0176  HISTORY     - 1949     MONUMENTED       CGS
 HB0176
 HB0176                          STATION DESCRIPTION
 HB0176
 HB0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0176'1.2 MI N FROM GRAND RIVERS.
 HB0176'1.15 MILES NORTH ALONG A GRAVEL ROAD FROM THE ILLINOIS CENTRAL
 HB0176'RAILROAD STATION AT GRAND RIVERS, ABOUT 0.1 MILE SOUTH OF THE
 HB0176'INTERSECTION OF NEW U.S. HIGHWAY 62 (NOW UNDER CONSTRUCTION), 22
 HB0176'FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 56.5 FEET
 HB0176'NORTHWEST OF THE NORTHWEST CORNER OF RIVERSIDE CAFE, 1 FOOT
 HB0176'EAST OF THE R/W FENCE LINE, 2 FEET NORTHEAST OF THE SOUTH END OF
 HB0176'THE FENCE, 6 FEET NORTH OF AN 18-INCH SASSAFRASS TREE, 3.5 FEET
 HB0176'NORTHWEST OF A 10-INCH LOCUST TREE, 2 FEET EAST OF A WHITE WOODEN
 HB0176'WITNESS POST, ABOUT 1/2 FOOT ABOVE THE ROAD AND SET IN THE TOP
 HB0176'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0243 ***********************************************************************
 HZ0243  DESIGNATION -  H 137
 HZ0243  PID         -  HZ0243
 HZ0243  STATE/COUNTY-  KY/HARRISON
 HZ0243  USGS QUAD   -  SADIEVILLE (1978)
 HZ0243
 HZ0243                         *CURRENT SURVEY CONTROL
 HZ0243  ___________________________________________________________________
 HZ0243* NAD 83(1986)-  38 27 24.     (N)    084 31 50.     (W)     SCALED    
 HZ0243* NAVD 88     -       288.644  (meters)     946.99   (feet)  ADJUSTED  
 HZ0243  ___________________________________________________________________
 HZ0243  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HZ0243  DYNAMIC HT  -         288.440 (meters)     946.32  (feet)  COMP
 HZ0243  MODELED GRAV-     979,914.7   (mgal)                       NAVD 88
 HZ0243
 HZ0243  VERT ORDER  -  FIRST     CLASS II
 HZ0243
 HZ0243.The horizontal coordinates were scaled from a topographic map and have
 HZ0243.an estimated accuracy of +/- 6 seconds.
 HZ0243
 HZ0243.The orthometric height was determined by differential leveling
 HZ0243.and adjusted by the National Geodetic Survey in June 1991..
 HZ0243
 HZ0243.The geoid height was determined by GEOID03.
 HZ0243
 HZ0243.The dynamic height is computed by dividing the NAVD 88
 HZ0243.geopotential number by the normal gravity value computed on the
 HZ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0243.degrees latitude (g = 980.6199 gals.).
 HZ0243
 HZ0243.The modeled gravity was interpolated from observed gravity values.
 HZ0243
 HZ0243;                    North         East    Units  Estimated Accuracy
 HZ0243;SPC KY1Z     - 1,236,350.    1,606,430.      MT  (+/- 180 meters Scaled)
 HZ0243
 HZ0243                          SUPERSEDED SURVEY CONTROL
 HZ0243
 HZ0243  NGVD 29 (??/??/92)  288.813  (m)          947.55   (f) ADJ UNCH    1 2
 HZ0243
 HZ0243.Superseded values are not recommended for survey control.
 HZ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0243.See file dsdata.txt to determine how the superseded data were derived.
 HZ0243
 HZ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH154593(NAD 83)
 HZ0243_MARKER: DB = BENCH MARK DISK
 HZ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0243_STAMPING: H 137 1949
 HZ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0243+STABILITY: SURFACE MOTION
 HZ0243
 HZ0243  HISTORY     - Date     Condition        Report By
 HZ0243  HISTORY     - 1949     MONUMENTED       CGS
 HZ0243  HISTORY     - 20020709 MARK NOT FOUND   KYDT
 HZ0243
 HZ0243                          STATION DESCRIPTION
 HZ0243
 HZ0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0243'AT HINTON.
 HZ0243'AT HINTON, ALONG THE SOUTHERN RAILWAY, 32 FEET NORTH OF THE
 HZ0243'WEST CORNER OF THE STATION, 26.9 FEET SOUTHWEST OF THE SOUTHWEST
 HZ0243'RAIL OF THE SOUTHWEST TRACK, 25 FEET NORTHEAST OF THE CENTER LINE
 HZ0243'OF A GRAVEL ROAD PARALLELING THE TRACK, 79 FEET WEST-NORTHWEST
 HZ0243'OF THE CENTER OF THE CROSSING OF THE ROAD AND THE SOUTHWEST
 HZ0243'TRACK, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2
 HZ0243'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 HZ0243'PROJECTING 3 INCHES.
 HZ0243
 HZ0243                          STATION RECOVERY (2002)
 HZ0243
 HZ0243'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0152 ***********************************************************************
 HB0152  DESIGNATION -  H 138
 HB0152  PID         -  HB0152
 HB0152  STATE/COUNTY-  KY/CRITTENDEN
 HB0152  USGS QUAD   -  FREDONIA (1954)
 HB0152
 HB0152                         *CURRENT SURVEY CONTROL
 HB0152  ___________________________________________________________________
 HB0152* NAD 83(1986)-  37 12 55.     (N)    088 06 44.     (W)     SCALED    
 HB0152* NAVD 88     -       119.921  (meters)     393.44   (feet)  ADJUSTED  
 HB0152  ___________________________________________________________________
 HB0152  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HB0152  DYNAMIC HT  -         119.831 (meters)     393.15  (feet)  COMP
 HB0152  MODELED GRAV-     979,882.6   (mgal)                       NAVD 88
 HB0152
 HB0152  VERT ORDER  -  FIRST     CLASS II
 HB0152
 HB0152.The horizontal coordinates were scaled from a topographic map and have
 HB0152.an estimated accuracy of +/- 6 seconds.
 HB0152
 HB0152.The orthometric height was determined by differential leveling
 HB0152.and adjusted by the National Geodetic Survey in June 1991..
 HB0152
 HB0152.The geoid height was determined by GEOID03.
 HB0152
 HB0152.The dynamic height is computed by dividing the NAVD 88
 HB0152.geopotential number by the normal gravity value computed on the
 HB0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0152.degrees latitude (g = 980.6199 gals.).
 HB0152
 HB0152.The modeled gravity was interpolated from observed gravity values.
 HB0152
 HB0152;                    North         East    Units  Estimated Accuracy
 HB0152;SPC KY1Z     - 1,100,540.    1,290,360.      MT  (+/- 180 meters Scaled)
 HB0152
 HB0152                          SUPERSEDED SURVEY CONTROL
 HB0152
 HB0152  NGVD 29 (??/??/??)  119.999  (m)          393.70   (f) ADJUSTED    1 2
 HB0152
 HB0152.Superseded values are not recommended for survey control.
 HB0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0152.See file dsdata.txt to determine how the superseded data were derived.
 HB0152
 HB0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG013193(NAD 83)
 HB0152_MARKER: DB = BENCH MARK DISK
 HB0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0152_SP_SET: CULVERT
 HB0152_STAMPING: H 138 1949
 HB0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0152
 HB0152  HISTORY     - Date     Condition        Report By
 HB0152  HISTORY     - 1949     MONUMENTED       CGS
 HB0152
 HB0152                          STATION DESCRIPTION
 HB0152
 HB0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0152'1.5 MI SW FROM MEXICO.
 HB0152'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 70 FROM THE ILLINOIS
 HB0152'CENTRAL RAILROAD STATION AT MEXICO, ABOUT 0.2 MILE EAST OF A
 HB0152'RAILROAD SPUR TRACK CROSSING HIGHWAY, ABOUT 0.1 MILE EAST OF A
 HB0152'30-FOOT CONCRETE BRIDGE OVER A CREEK, SET IN THE TOP OF THE EAST
 HB0152'END OF THE NORTH HEAD WALL OF A 4-FOOT CONCRETE CULVERT, 81 1/2
 HB0152'FEET NORTH AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF A
 HB0152'1-STORY WHITE HOUSE, 12 1/2 FEET NORTH OF THE CENTER LINE OF THE
 HB0152'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0847 ***********************************************************************
 HA0847  DESIGNATION -  H 139
 HA0847  PID         -  HA0847
 HA0847  STATE/COUNTY-  KY/WEBSTER
 HA0847  USGS QUAD   -  BLACKFORD (1954)
 HA0847
 HA0847                         *CURRENT SURVEY CONTROL
 HA0847  ___________________________________________________________________
 HA0847* NAD 83(1986)-  37 27 46.     (N)    087 55 52.     (W)     SCALED    
 HA0847* NAVD 88     -       116.366  (meters)     381.78   (feet)  ADJUSTED  
 HA0847  ___________________________________________________________________
 HA0847  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 HA0847  DYNAMIC HT  -         116.282 (meters)     381.50  (feet)  COMP
 HA0847  MODELED GRAV-     979,906.1   (mgal)                       NAVD 88
 HA0847
 HA0847  VERT ORDER  -  FIRST     CLASS II
 HA0847
 HA0847.The horizontal coordinates were scaled from a topographic map and have
 HA0847.an estimated accuracy of +/- 6 seconds.
 HA0847
 HA0847.The orthometric height was determined by differential leveling
 HA0847.and adjusted by the National Geodetic Survey in June 1991..
 HA0847
 HA0847.The geoid height was determined by GEOID03.
 HA0847
 HA0847.The dynamic height is computed by dividing the NAVD 88
 HA0847.geopotential number by the normal gravity value computed on the
 HA0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0847.degrees latitude (g = 980.6199 gals.).
 HA0847
 HA0847.The modeled gravity was interpolated from observed gravity values.
 HA0847
 HA0847;                    North         East    Units  Estimated Accuracy
 HA0847;SPC KY1Z     - 1,127,600.    1,307,070.      MT  (+/- 180 meters Scaled)
 HA0847
 HA0847                          SUPERSEDED SURVEY CONTROL
 HA0847
 HA0847  NGVD 29 (??/??/92)  116.462  (m)          382.09   (f) ADJ UNCH    1 2
 HA0847
 HA0847.Superseded values are not recommended for survey control.
 HA0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0847.See file dsdata.txt to determine how the superseded data were derived.
 HA0847
 HA0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG176466(NAD 83)
 HA0847_MARKER: DB = BENCH MARK DISK
 HA0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0847_STAMPING: H 139 1949
 HA0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0847+STABILITY: SURFACE MOTION
 HA0847
 HA0847  HISTORY     - Date     Condition        Report By
 HA0847  HISTORY     - 1949     MONUMENTED       CGS
 HA0847
 HA0847                          STATION DESCRIPTION
 HA0847
 HA0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HA0847'1 MI NW FROM BLACKFORD.
 HA0847'ABOUT 1.0 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 HA0847'FROM THE STATION AT BLACKFORD, ABOUT 0.2 MILE NORTH OF A ROAD
 HA0847'CROSSING, ON THE CREST OF A SMALL HILL, 121 FEET NORTH OF THE
 HA0847'YARD LIMIT SIGN POST, 39 FEET SOUTH-SOUTHEAST OF TELEPHONE
 HA0847'POLE NO. 1810, 29 FEET WEST OF THE WEST RAIL, 24 FEET EAST OF THE
 HA0847'CENTER LINE OF A ROAD, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 HA0847'POST, 2 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 HA0847'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1906 ***********************************************************************
 GY1906  DESIGNATION -  H 14
 GY1906  PID         -  GY1906
 GY1906  STATE/COUNTY-  KY/BREATHITT
 GY1906  USGS QUAD   -  CANOE (1976)
 GY1906
 GY1906                         *CURRENT SURVEY CONTROL
 GY1906  ___________________________________________________________________
 GY1906* NAD 83(1986)-  37 28 22.     (N)    083 22 46.     (W)     SCALED    
 GY1906* NAVD 88     -       233.456  (meters)     765.93   (feet)  ADJUSTED  
 GY1906  ___________________________________________________________________
 GY1906  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GY1906  DYNAMIC HT  -         233.276 (meters)     765.34  (feet)  COMP
 GY1906  MODELED GRAV-     979,857.7   (mgal)                       NAVD 88
 GY1906
 GY1906  VERT ORDER  -  FIRST     CLASS II
 GY1906
 GY1906.The horizontal coordinates were scaled from a topographic map and have
 GY1906.an estimated accuracy of +/- 6 seconds.
 GY1906
 GY1906.The orthometric height was determined by differential leveling
 GY1906.and adjusted by the National Geodetic Survey in June 1991..
 GY1906
 GY1906.The geoid height was determined by GEOID03.
 GY1906
 GY1906.The dynamic height is computed by dividing the NAVD 88
 GY1906.geopotential number by the normal gravity value computed on the
 GY1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1906.degrees latitude (g = 980.6199 gals.).
 GY1906
 GY1906.The modeled gravity was interpolated from observed gravity values.
 GY1906
 GY1906;                    North         East    Units  Estimated Accuracy
 GY1906;SPC KY1Z     - 1,129,120.    1,709,660.      MT  (+/- 180 meters Scaled)
 GY1906
 GY1906                          SUPERSEDED SURVEY CONTROL
 GY1906
 GY1906  NGVD 29 (??/??/92)  233.60   (m)          766.4    (f) COMPUTED    1 2
 GY1906
 GY1906.Superseded values are not recommended for survey control.
 GY1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1906.See file dsdata.txt to determine how the superseded data were derived.
 GY1906
 GY1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB895499(NAD 83)
 GY1906_MARKER: DB = BENCH MARK DISK
 GY1906_SETTING: 66 = SET IN ROCK OUTCROP
 GY1906_SP_SET: ROCK CLIFF
 GY1906_STAMPING: H 14 1930
 GY1906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1906+STABILITY: POSITION/ELEVATION WELL
 GY1906
 GY1906  HISTORY     - Date     Condition        Report By
 GY1906  HISTORY     - 1930     MONUMENTED       CGS
 GY1906
 GY1906                          STATION DESCRIPTION
 GY1906
 GY1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 GY1906'9 MI S FROM JACKSON.
 GY1906'ABOUT 1.5 MI. N. OF THE COPLAND R.R. STA. AND 300 FT. N. OF
 GY1906'MILE POST 207 AND ON THE VERTICAL FACE OF THE ROCK CLIFF PARALLELING
 GY1906'THE R.R.  10.4 FT. E. OF E. RAIL.  5.0 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1907 ***********************************************************************
 GY1907  DESIGNATION -  H 14 RESET
 GY1907  PID         -  GY1907
 GY1907  STATE/COUNTY-  KY/BREATHITT
 GY1907  USGS QUAD   -  CANOE (1976)
 GY1907
 GY1907                         *CURRENT SURVEY CONTROL
 GY1907  ___________________________________________________________________
 GY1907* NAD 83(1986)-  37 28 22.     (N)    083 22 46.     (W)     SCALED    
 GY1907* NAVD 88     -       233.458  (meters)     765.94   (feet)  ADJUSTED  
 GY1907  ___________________________________________________________________
 GY1907  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GY1907  DYNAMIC HT  -         233.279 (meters)     765.35  (feet)  COMP
 GY1907  MODELED GRAV-     979,857.7   (mgal)                       NAVD 88
 GY1907
 GY1907  VERT ORDER  -  FIRST     CLASS I
 GY1907
 GY1907.The horizontal coordinates were scaled from a topographic map and have
 GY1907.an estimated accuracy of +/- 6 seconds.
 GY1907
 GY1907.The orthometric height was determined by differential leveling
 GY1907.and adjusted by the National Geodetic Survey in June 1991..
 GY1907
 GY1907.The geoid height was determined by GEOID03.
 GY1907
 GY1907.The dynamic height is computed by dividing the NAVD 88
 GY1907.geopotential number by the normal gravity value computed on the
 GY1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1907.degrees latitude (g = 980.6199 gals.).
 GY1907
 GY1907.The modeled gravity was interpolated from observed gravity values.
 GY1907
 GY1907;                    North         East    Units  Estimated Accuracy
 GY1907;SPC KY1Z     - 1,129,120.    1,709,660.      MT  (+/- 180 meters Scaled)
 GY1907
 GY1907                          SUPERSEDED SURVEY CONTROL
 GY1907
 GY1907  NGVD 29 (??/??/92)  233.617  (m)          766.46   (f) ADJ UNCH    1 1
 GY1907
 GY1907.Superseded values are not recommended for survey control.
 GY1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1907.See file dsdata.txt to determine how the superseded data were derived.
 GY1907
 GY1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB895499(NAD 83)
 GY1907_MARKER: DB = BENCH MARK DISK
 GY1907_SETTING: 66 = SET IN ROCK OUTCROP
 GY1907_SP_SET: CLIFF
 GY1907_STAMPING: H 14 RESET 1950
 GY1907_MARK LOGO: CGS   
 GY1907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1907+STABILITY: POSITION/ELEVATION WELL
 GY1907
 GY1907  HISTORY     - Date     Condition        Report By
 GY1907  HISTORY     - 1950     MONUMENTED       CGS
 GY1907  HISTORY     - 1967     GOOD             CGS
 GY1907
 GY1907                          STATION DESCRIPTION
 GY1907
 GY1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1907'9.2 MI SE FROM JACKSON.
 GY1907'ABOUT 9.2 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1907'RAILROAD FROM THE STATION AT JACKSON, 0.25 MILE NORTH OF A
 GY1907'RAILROAD OVERPASS FOR A DIM TRAIL ROAD, 8 RAILS NORTH OF MILEPOST
 GY1907'NUMBER 207, 11 FEET EAST OF THE EAST RAIL OF THE TRACK,  SET
 GY1907'VERTICALLY IN THE WEST FACE OF A ROCK CLIFF THAT IS ABOUT 20
 GY1907'FEET HIGH, 17 FEET NORTH OF THE POINT OF THE CLIFF WHICH PROJECTS
 GY1907'NEAREST THE TRACK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0074 ***********************************************************************
 HB0074  DESIGNATION -  H 140
 HB0074  PID         -  HB0074
 HB0074  STATE/COUNTY-  KY/UNION
 HB0074  USGS QUAD   -  GROVE CENTER (1959)
 HB0074
 HB0074                         *CURRENT SURVEY CONTROL
 HB0074  ___________________________________________________________________
 HB0074* NAD 83(1986)-  37 38 53.     (N)    088 05 12.     (W)     SCALED    
 HB0074* NAVD 88     -       118.096  (meters)     387.45   (feet)  ADJUSTED  
 HB0074  ___________________________________________________________________
 HB0074  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HB0074  DYNAMIC HT  -         118.013 (meters)     387.18  (feet)  COMP
 HB0074  MODELED GRAV-     979,925.7   (mgal)                       NAVD 88
 HB0074
 HB0074  VERT ORDER  -  FIRST     CLASS II
 HB0074
 HB0074.The horizontal coordinates were scaled from a topographic map and have
 HB0074.an estimated accuracy of +/- 6 seconds.
 HB0074
 HB0074.The orthometric height was determined by differential leveling
 HB0074.and adjusted by the National Geodetic Survey in June 1991..
 HB0074
 HB0074.The geoid height was determined by GEOID03.
 HB0074
 HB0074.The dynamic height is computed by dividing the NAVD 88
 HB0074.geopotential number by the normal gravity value computed on the
 HB0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0074.degrees latitude (g = 980.6199 gals.).
 HB0074
 HB0074.The modeled gravity was interpolated from observed gravity values.
 HB0074
 HB0074;                    North         East    Units  Estimated Accuracy
 HB0074;SPC KY1Z     - 1,148,490.    1,293,830.      MT  (+/- 180 meters Scaled)
 HB0074
 HB0074                          SUPERSEDED SURVEY CONTROL
 HB0074
 HB0074  NGVD 29 (??/??/??)  118.194  (m)          387.77   (f) ADJUSTED    1 2
 HB0074
 HB0074.Superseded values are not recommended for survey control.
 HB0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0074.See file dsdata.txt to determine how the superseded data were derived.
 HB0074
 HB0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG041673(NAD 83)
 HB0074_MARKER: DB = BENCH MARK DISK
 HB0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0074_SP_SET: BRIDGE
 HB0074_STAMPING: H 140 1949
 HB0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0074
 HB0074  HISTORY     - Date     Condition        Report By
 HB0074  HISTORY     - 1949     MONUMENTED       CGS
 HB0074
 HB0074                          STATION DESCRIPTION
 HB0074
 HB0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0074'4.2 MI SE FROM BLACKBURN.
 HB0074'ABOUT 2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM BLACKBURN,
 HB0074'THENCE ABOUT 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 85, AT
 HB0074'THE SOUTHEAST END OF A CURVE WITH TANGENTS EXTENDING WEST AND
 HB0074'SOUTHEAST, ABOUT 0.6 MILE NORTHWEST OF A CROSSROAD, SET IN THE
 HB0074'TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A 10-FOOT
 HB0074'CONCRETE BRIDGE, 15 1/2 FEET NORTHEAST OF AND ABOUT LEVEL WITH
 HB0074'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0964 ***********************************************************************
 HZ0964  DESIGNATION -  H 141
 HZ0964  PID         -  HZ0964
 HZ0964  STATE/COUNTY-  KY/CARROLL
 HZ0964  USGS QUAD   -  CARROLLTON (1994)
 HZ0964
 HZ0964                         *CURRENT SURVEY CONTROL
 HZ0964  ___________________________________________________________________
 HZ0964* NAD 83(1986)-  38 37 39.     (N)    085 07 42.     (W)     SCALED    
 HZ0964* NAVD 88     -       144.269  (meters)     473.32   (feet)  ADJUSTED  
 HZ0964  ___________________________________________________________________
 HZ0964  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ0964  DYNAMIC HT  -         144.175 (meters)     473.01  (feet)  COMP
 HZ0964  MODELED GRAV-     979,972.1   (mgal)                       NAVD 88
 HZ0964
 HZ0964  VERT ORDER  -  SECOND    CLASS 0
 HZ0964
 HZ0964.The horizontal coordinates were scaled from a topographic map and have
 HZ0964.an estimated accuracy of +/- 6 seconds.
 HZ0964
 HZ0964.The orthometric height was determined by differential leveling
 HZ0964.and adjusted by the National Geodetic Survey in June 1991..
 HZ0964
 HZ0964.The geoid height was determined by GEOID03.
 HZ0964
 HZ0964.The dynamic height is computed by dividing the NAVD 88
 HZ0964.geopotential number by the normal gravity value computed on the
 HZ0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0964.degrees latitude (g = 980.6199 gals.).
 HZ0964
 HZ0964.The modeled gravity was interpolated from observed gravity values.
 HZ0964
 HZ0964;                    North         East    Units  Estimated Accuracy
 HZ0964;SPC KY1Z     - 1,254,800.    1,554,130.      MT  (+/- 180 meters Scaled)
 HZ0964
 HZ0964                          SUPERSEDED SURVEY CONTROL
 HZ0964
 HZ0964  NGVD 29 (??/??/92)  144.466  (m)          473.97   (f) ADJ UNCH    2 0
 HZ0964
 HZ0964.Superseded values are not recommended for survey control.
 HZ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0964.See file dsdata.txt to determine how the superseded data were derived.
 HZ0964
 HZ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH629771(NAD 83)
 HZ0964_MARKER: DB = BENCH MARK DISK
 HZ0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0964_STAMPING: H 141 1949
 HZ0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0964+STABILITY: SURFACE MOTION
 HZ0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0964+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003
 HZ0964
 HZ0964  HISTORY     - Date     Condition        Report By
 HZ0964  HISTORY     - 1949     MONUMENTED       CGS
 HZ0964  HISTORY     - 1964     GOOD             NGS
 HZ0964  HISTORY     - 20030307 GOOD             KYDT
 HZ0964
 HZ0964                          STATION DESCRIPTION
 HZ0964
 HZ0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0964'AT ENGLISH.
 HZ0964'AT ENGLISH, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 118 FEET
 HZ0964'WEST-SOUTHWEST OF THE CENTER OF THE CROSSING OF THE TRACK AND
 HZ0964'STATE HIGHWAY 389, 77 FEET SOUTH-SOUTHEAST AND ACROSS THE TRACK
 HZ0964'FROM THE STATION, 61 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HZ0964'THE CONCRETE PORCH AT NORTH SIDE OF A TWO STORY FRAME HOUSE, 20
 HZ0964'FEET SOUTH OF THE SOUTH RAIL, 4 1/2 FEET NORTHEAST OF A TELEPHONE
 HZ0964'POLE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2
 HZ0964'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 HZ0964'PROJECTING 2 INCHES.
 HZ0964
 HZ0964                          STATION RECOVERY (1964)
 HZ0964
 HZ0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0964'RECOVERED IN GOOD CONDITION.
 HZ0964
 HZ0964                          STATION RECOVERY (2003)
 HZ0964
 HZ0964'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0964'MARK IS 40.2 FEET NORTHEAST OF NORTHEAST PORCH CORNER OF 2 STORY FRAME
 HZ0964'HOUSE, 5.4 FEET NORTHWEST OF 14 INCH MAPLE TREE, 4 FEET EAST OF
 HZ0964'TELEPHONE POLE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0649 ***********************************************************************
 JZ0649  DESIGNATION -  H 142
 JZ0649  PID         -  JZ0649
 JZ0649  STATE/COUNTY-  KY/KENTON
 JZ0649  USGS QUAD   -  COVINGTON (1987)
 JZ0649
 JZ0649                         *CURRENT SURVEY CONTROL
 JZ0649  ___________________________________________________________________
 JZ0649* NAD 83(1986)-  39 05 11.     (N)    084 32 51.     (W)     SCALED    
 JZ0649* NAVD 88     -       171.417  (meters)     562.39   (feet)  ADJUSTED  
 JZ0649  ___________________________________________________________________
 JZ0649  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0649  DYNAMIC HT  -         171.309 (meters)     562.04  (feet)  COMP
 JZ0649  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 JZ0649
 JZ0649  VERT ORDER  -  FIRST     CLASS II
 JZ0649
 JZ0649.The horizontal coordinates were scaled from a topographic map and have
 JZ0649.an estimated accuracy of +/- 6 seconds.
 JZ0649
 JZ0649.The orthometric height was determined by differential leveling
 JZ0649.and adjusted by the National Geodetic Survey in June 1991..
 JZ0649
 JZ0649.The geoid height was determined by GEOID03.
 JZ0649
 JZ0649.The dynamic height is computed by dividing the NAVD 88
 JZ0649.geopotential number by the normal gravity value computed on the
 JZ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0649.degrees latitude (g = 980.6199 gals.).
 JZ0649
 JZ0649.The modeled gravity was interpolated from observed gravity values.
 JZ0649
 JZ0649;                    North         East    Units  Estimated Accuracy
 JZ0649;SPC KY1Z     - 1,306,240.    1,604,050.      MT  (+/- 180 meters Scaled)
 JZ0649
 JZ0649                          SUPERSEDED SURVEY CONTROL
 JZ0649
 JZ0649  NGVD 29 (??/??/92)  171.648  (m)          563.15   (f) ADJ UNCH    1 2
 JZ0649
 JZ0649.Superseded values are not recommended for survey control.
 JZ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0649.See file dsdata.txt to determine how the superseded data were derived.
 JZ0649
 JZ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ121292(NAD 83)
 JZ0649_MARKER: DB = BENCH MARK DISK
 JZ0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0649_STAMPING: H 142 1949
 JZ0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0649+STABILITY: SURFACE MOTION
 JZ0649
 JZ0649  HISTORY     - Date     Condition        Report By
 JZ0649  HISTORY     - 1949     MONUMENTED       CGS
 JZ0649  HISTORY     - 1978     MARK NOT FOUND   USGS
 JZ0649  HISTORY     - 1985     MARK NOT FOUND   NGS
 JZ0649
 JZ0649                          STATION DESCRIPTION
 JZ0649
 JZ0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JZ0649'0.6 MI S FROM LUDLOW.
 JZ0649'0.6 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JZ0649'LUDLOW, ABOUT 0.3 MILE NORTH OF BRIDGE ACROSS SLEEPY HOLLOW,
 JZ0649'112.5 FEET WEST OF THE WEST RAIL OF THE WEST MAIN TRACK, 60.5
 JZ0649'FEET EAST OF THE SOUTHEAST CORNER OF A TWO STORY CONCRETE BLOCK
 JZ0649'SHOP BUILDING, 4 FEET SOUTH OF A POWER LINE POLE, 2 FEET NORTH
 JZ0649'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACKS
 JZ0649'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ0649
 JZ0649                          STATION RECOVERY (1978)
 JZ0649
 JZ0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 JZ0649'MARK NOT FOUND.
 JZ0649
 JZ0649                          STATION RECOVERY (1985)
 JZ0649
 JZ0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0649'NOT RECOVERED, THE TWO STORY CONCRETE BLOCK BUILDING HAS BEEN RAZED
 JZ0649'AND REPLACED BY A ONE STORY CONCRETE BLOCK WAREHOUSE AND EXACT
 JZ0649'LOCATION COULD NOT BE DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0669 ***********************************************************************
 HZ0669  DESIGNATION -  H 143
 HZ0669  PID         -  HZ0669
 HZ0669  STATE/COUNTY-  KY/BOONE
 HZ0669  USGS QUAD   -  INDEPENDENCE (1981)
 HZ0669
 HZ0669                         *CURRENT SURVEY CONTROL
 HZ0669  ___________________________________________________________________
 HZ0669* NAD 83(1986)-  38 53 01.     (N)    084 36 28.     (W)     SCALED    
 HZ0669* NAVD 88     -       288.423  (meters)     946.27   (feet)  ADJUSTED  
 HZ0669  ___________________________________________________________________
 HZ0669  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HZ0669  DYNAMIC HT  -         288.238 (meters)     945.66  (feet)  COMP
 HZ0669  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 HZ0669
 HZ0669  VERT ORDER  -  FIRST     CLASS II
 HZ0669
 HZ0669.The horizontal coordinates were scaled from a topographic map and have
 HZ0669.an estimated accuracy of +/- 6 seconds.
 HZ0669
 HZ0669.The orthometric height was determined by differential leveling
 HZ0669.and adjusted by the National Geodetic Survey in June 1991..
 HZ0669.WARNING-Repeat measurements at this control monument indicate possible
 HZ0669.vertical movement.
 HZ0669
 HZ0669.The geoid height was determined by GEOID03.
 HZ0669
 HZ0669.The dynamic height is computed by dividing the NAVD 88
 HZ0669.geopotential number by the normal gravity value computed on the
 HZ0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0669.degrees latitude (g = 980.6199 gals.).
 HZ0669
 HZ0669.The modeled gravity was interpolated from observed gravity values.
 HZ0669
 HZ0669;                    North         East    Units  Estimated Accuracy
 HZ0669;SPC KY1Z     - 1,283,660.    1,599,110.      MT  (+/- 180 meters Scaled)
 HZ0669
 HZ0669                          SUPERSEDED SURVEY CONTROL
 HZ0669
 HZ0669  NGVD 29 (??/??/92)  288.609  (m)          946.88   (f) ADJ UNCH    1 2
 HZ0669
 HZ0669.Superseded values are not recommended for survey control.
 HZ0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0669.See file dsdata.txt to determine how the superseded data were derived.
 HZ0669
 HZ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ074065(NAD 83)
 HZ0669_MARKER: DB = BENCH MARK DISK
 HZ0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0669_SP_SET: CONCRETE POST
 HZ0669_STAMPING: H 143 1949
 HZ0669_MARK LOGO: CGS   
 HZ0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0669+STABILITY: SURFACE MOTION
 HZ0669
 HZ0669  HISTORY     - Date     Condition        Report By
 HZ0669  HISTORY     - 1949     MONUMENTED       CGS
 HZ0669  HISTORY     - 1964     GOOD             NGS
 HZ0669  HISTORY     - 1985     GOOD             NGS
 HZ0669
 HZ0669                          STATION DESCRIPTION
 HZ0669
 HZ0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0669'1 MI N FROM WALTON.
 HZ0669'1.0 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0669'WALTON, ABOUT 0.5 MILE NORTH OF MILE POST 20, ABOUT 0.25 MILE
 HZ0669'SOUTH OF THE STEEL BRIDGE OVERPASS OVER THE LOUISVILLE AND
 HZ0669'NASHVILLE RAILROAD, ABOUT 0.1 MILE SOUTH OF STATE HIGHWAY 16
 HZ0669'OVERPASS, 146 FEET SOUTHEAST AND ACROSS HIGHWAY 16 FROM THE
 HZ0669'SOUTHEAST CORNER OF A TWO STORY BRICK FARM HOUSE, 41 FEET
 HZ0669'WEST-NORTHWEST OF APPROXIMATE CENTERLINE OF INTERSECTION OF
 HZ0669'GRAVELED DRIVEWAY WITH RAILROAD, 37.3 FEET WEST OF WEST RAIL OF
 HZ0669'RAILROAD, 37 1/2 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 16,
 HZ0669'17 1/2 FEET NORTH OF APPROXIMATE CENTERLINE OF GRAVELED ROAD
 HZ0669'LEADING TO CROSSING, BY A STEEL WITNESS POST, ABOUT LEVEL WITH
 HZ0669'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 HZ0669'2 INCHES.
 HZ0669
 HZ0669                          STATION RECOVERY (1985)
 HZ0669
 HZ0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0296 ***********************************************************************
 HZ0296  DESIGNATION -  H 144
 HZ0296  PID         -  HZ0296
 HZ0296  STATE/COUNTY-  KY/SCOTT
 HZ0296  USGS QUAD   -  GEORGETOWN (1993)
 HZ0296
 HZ0296                         *CURRENT SURVEY CONTROL
 HZ0296  ___________________________________________________________________
 HZ0296* NAD 83(1986)-  38 11 30.     (N)    084 32 49.     (W)     SCALED    
 HZ0296* NAVD 88     -       272.942  (meters)     895.48   (feet)  ADJUSTED  
 HZ0296  ___________________________________________________________________
 HZ0296  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HZ0296  DYNAMIC HT  -         272.744 (meters)     894.83  (feet)  COMP
 HZ0296  MODELED GRAV-     979,896.5   (mgal)                       NAVD 88
 HZ0296
 HZ0296  VERT ORDER  -  FIRST     CLASS II
 HZ0296
 HZ0296.The horizontal coordinates were scaled from a topographic map and have
 HZ0296.an estimated accuracy of +/- 6 seconds.
 HZ0296
 HZ0296.The orthometric height was determined by differential leveling
 HZ0296.and adjusted by the National Geodetic Survey in June 1991..
 HZ0296
 HZ0296.The geoid height was determined by GEOID03.
 HZ0296
 HZ0296.The dynamic height is computed by dividing the NAVD 88
 HZ0296.geopotential number by the normal gravity value computed on the
 HZ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0296.degrees latitude (g = 980.6199 gals.).
 HZ0296
 HZ0296.The modeled gravity was interpolated from observed gravity values.
 HZ0296
 HZ0296;                    North         East    Units  Estimated Accuracy
 HZ0296;SPC KY1Z     - 1,206,920.    1,605,380.      MT  (+/- 180 meters Scaled)
 HZ0296
 HZ0296                          SUPERSEDED SURVEY CONTROL
 HZ0296
 HZ0296  NGVD 29 (??/??/92)  273.111  (m)          896.03   (f) ADJ UNCH    1 2
 HZ0296
 HZ0296.Superseded values are not recommended for survey control.
 HZ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0296.See file dsdata.txt to determine how the superseded data were derived.
 HZ0296
 HZ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH148299(NAD 83)
 HZ0296_MARKER: DB = BENCH MARK DISK
 HZ0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0296_STAMPING: H 144 1949 896.032
 HZ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0296+STABILITY: SURFACE MOTION
 HZ0296
 HZ0296  HISTORY     - Date     Condition        Report By
 HZ0296  HISTORY     - 1949     MONUMENTED       CGS
 HZ0296  HISTORY     - 1958     GOOD             NGS
 HZ0296
 HZ0296                          STATION DESCRIPTION
 HZ0296
 HZ0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0296'1 MI S FROM GEORGETOWN.
 HZ0296'ABOUT 1.05 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 HZ0296'STATION AT GEORGETOWN, ABOUT 182 YARDS NORTHWEST OF MILE POST 71,
 HZ0296'AT THE SOUTH END OF A CUT, 45 FEET SOUTHWEST OF THE SOUTHWEST
 HZ0296'RAIL OF A SIDE TRACK, 69 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 HZ0296'THE SOUTHEAST MAIN TRACK, 1 FOOT NORTHEAST OF A FENCE LINE, 17
 HZ0296'FEET SOUTHEAST OF A FENCE CORNER, 111 FEET WEST AND ACROSS THE
 HZ0296'TRACK FROM A SIGN STATION ONE MILE, 2 FEET SOUTHEAST OF A WHITE
 HZ0296'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 HZ0296'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- IT IS ABOUT
 HZ0296'100 YARDS EAST-NORTHEAST OF A HOUSE WITH WHITE ASBESTOS SIDING.
 HZ0296
 HZ0296                          STATION RECOVERY (1958)
 HZ0296
 HZ0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0302 ***********************************************************************
 HZ0302  DESIGNATION -  H 145
 HZ0302  PID         -  HZ0302
 HZ0302  STATE/COUNTY-  KY/FAYETTE
 HZ0302  USGS QUAD   -  GEORGETOWN (1993)
 HZ0302
 HZ0302                         *CURRENT SURVEY CONTROL
 HZ0302  ___________________________________________________________________
 HZ0302* NAD 83(1986)-  38 08 13.     (N)    084 30 08.     (W)     SCALED    
 HZ0302* NAVD 88     -       276.036  (meters)     905.63   (feet)  ADJUSTED  
 HZ0302  ___________________________________________________________________
 HZ0302  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ0302  DYNAMIC HT  -         275.835 (meters)     904.97  (feet)  COMP
 HZ0302  MODELED GRAV-     979,892.9   (mgal)                       NAVD 88
 HZ0302
 HZ0302  VERT ORDER  -  FIRST     CLASS II
 HZ0302
 HZ0302.The horizontal coordinates were scaled from a topographic map and have
 HZ0302.an estimated accuracy of +/- 6 seconds.
 HZ0302
 HZ0302.The orthometric height was determined by differential leveling
 HZ0302.and adjusted by the National Geodetic Survey in June 1991..
 HZ0302
 HZ0302.The geoid height was determined by GEOID03.
 HZ0302
 HZ0302.The dynamic height is computed by dividing the NAVD 88
 HZ0302.geopotential number by the normal gravity value computed on the
 HZ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0302.degrees latitude (g = 980.6199 gals.).
 HZ0302
 HZ0302.The modeled gravity was interpolated from observed gravity values.
 HZ0302
 HZ0302;                    North         East    Units  Estimated Accuracy
 HZ0302;SPC KY1Z     - 1,200,900.    1,609,380.      MT  (+/- 180 meters Scaled)
 HZ0302
 HZ0302                          SUPERSEDED SURVEY CONTROL
 HZ0302
 HZ0302  NGVD 29 (??/??/92)  276.197  (m)          906.16   (f) ADJ UNCH    1 2
 HZ0302
 HZ0302.Superseded values are not recommended for survey control.
 HZ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0302.See file dsdata.txt to determine how the superseded data were derived.
 HZ0302
 HZ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH189239(NAD 83)
 HZ0302_MARKER: DB = BENCH MARK DISK
 HZ0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0302_STAMPING: H 145 1949
 HZ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0302+STABILITY: SURFACE MOTION
 HZ0302
 HZ0302  HISTORY     - Date     Condition        Report By
 HZ0302  HISTORY     - 1949     MONUMENTED       CGS
 HZ0302  HISTORY     - 1960     GOOD             NGS
 HZ0302
 HZ0302                          STATION DESCRIPTION
 HZ0302
 HZ0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0302'2 MI SE FROM DONERAIL.
 HZ0302'ABOUT 2.0 MILES SOUTHEAST ALONG THE IRONWORKS ROAD FROM THE
 HZ0302'SOUTHERN RAILWAY STATION AT DONERAIL, ABOUT 0.8 MILE SOUTHEAST
 HZ0302'OF THE JUNCTION OF THE BEREA ROAD LEADING SOUTHWEST AND BEREA
 HZ0302'CHURCH, ABOUT 0.85 MILE NORTHWEST OF THE INTERSECTION OF NEWTON
 HZ0302'ROAD, 99.7 FEET NORTH-NORTHWEST AND ACROSS THE ROAD FROM THE
 HZ0302'CENTER OF A FANCY WROUGHT IRON GATE FOR DRIVE TO SPINDLE TOP
 HZ0302'HALL, 18 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 HZ0302'SOUTHWEST OF A BOARD FENCE, 29 1/2 FEET NORTHEAST OF TELEPHONE
 HZ0302'POLE NO. LT 196, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 HZ0302'1/2 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 HZ0302'PROJECTING 4 INCHES.
 HZ0302
 HZ0302                          STATION RECOVERY (1960)
 HZ0302
 HZ0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HZ0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1132 ***********************************************************************
 HZ1132  DESIGNATION -  H 146
 HZ1132  PID         -  HZ1132
 HZ1132  STATE/COUNTY-  KY/SHELBY
 HZ1132  USGS QUAD   -  NORTH PLEASUREVILLE (1984)
 HZ1132
 HZ1132                         *CURRENT SURVEY CONTROL
 HZ1132  ___________________________________________________________________
 HZ1132* NAD 83(1986)-  38 16 28.     (N)    085 05 11.     (W)     SCALED    
 HZ1132* NAVD 88     -       274.390  (meters)     900.23   (feet)  ADJUSTED  
 HZ1132  ___________________________________________________________________
 HZ1132  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ1132  DYNAMIC HT  -         274.199 (meters)     899.60  (feet)  COMP
 HZ1132  MODELED GRAV-     979,925.5   (mgal)                       NAVD 88
 HZ1132
 HZ1132  VERT ORDER  -  FIRST     CLASS II
 HZ1132
 HZ1132.The horizontal coordinates were scaled from a topographic map and have
 HZ1132.an estimated accuracy of +/- 6 seconds.
 HZ1132
 HZ1132.The orthometric height was determined by differential leveling
 HZ1132.and adjusted by the National Geodetic Survey in June 1991..
 HZ1132
 HZ1132.The geoid height was determined by GEOID03.
 HZ1132
 HZ1132.The dynamic height is computed by dividing the NAVD 88
 HZ1132.geopotential number by the normal gravity value computed on the
 HZ1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1132.degrees latitude (g = 980.6199 gals.).
 HZ1132
 HZ1132.The modeled gravity was interpolated from observed gravity values.
 HZ1132
 HZ1132;                    North         East    Units  Estimated Accuracy
 HZ1132;SPC KY1Z     - 1,215,640.    1,558,060.      MT  (+/- 180 meters Scaled)
 HZ1132
 HZ1132                          SUPERSEDED SURVEY CONTROL
 HZ1132
 HZ1132  NGVD 29 (??/??/92)  274.543  (m)          900.73   (f) ADJ UNCH    1 2
 HZ1132
 HZ1132.Superseded values are not recommended for survey control.
 HZ1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1132.See file dsdata.txt to determine how the superseded data were derived.
 HZ1132
 HZ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH673379(NAD 83)
 HZ1132_MARKER: DB = BENCH MARK DISK
 HZ1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1132_STAMPING: H 146 1949
 HZ1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1132+STABILITY: SURFACE MOTION
 HZ1132
 HZ1132  HISTORY     - Date     Condition        Report By
 HZ1132  HISTORY     - 1949     MONUMENTED       CGS
 HZ1132
 HZ1132                          STATION DESCRIPTION
 HZ1132
 HZ1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1132'0.8 MI SE FROM CHRISTIANBURG.
 HZ1132'ABOUT 0.75 MILE SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1132'RAILROAD FROM THE STATION AT CHRISTIANBURG, ABOUT 0.15 MILE EAST
 HZ1132'OF MILE POST 50, AT A ROAD CROSSING AND AT THE SOUTHEAST CORNER
 HZ1132'OF A SMALL CEMETERY, 34 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 HZ1132'MAIN TRACK, 31 FEET WEST OF THE CENTER LINE OF THE ROAD, 21
 HZ1132'FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK, 15 FEET WEST
 HZ1132'OF A POWER POLE, 11 FEET WEST OF THE SOUTHEAST FENCE CORNER OF
 HZ1132'CEMETERY, 4 FEET SOUTHWEST OF A FENCE LINE, 1 1/2 FEET WEST OF A
 HZ1132'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND SET IN
 HZ1132'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0366 ***********************************************************************
 HZ0366  DESIGNATION -  H 147
 HZ0366  PID         -  HZ0366
 HZ0366  STATE/COUNTY-  KY/FRANKLIN
 HZ0366  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0366
 HZ0366                         *CURRENT SURVEY CONTROL
 HZ0366  ___________________________________________________________________
 HZ0366* NAD 83(1986)-  38 14 08.     (N)    084 46 56.     (W)     SCALED    
 HZ0366* NAVD 88     -       225.841  (meters)     740.95   (feet)  ADJUSTED  
 HZ0366  ___________________________________________________________________
 HZ0366  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 HZ0366  DYNAMIC HT  -         225.680 (meters)     740.42  (feet)  COMP
 HZ0366  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 HZ0366
 HZ0366  VERT ORDER  -  FIRST     CLASS II
 HZ0366
 HZ0366.The horizontal coordinates were scaled from a topographic map and have
 HZ0366.an estimated accuracy of +/- 6 seconds.
 HZ0366
 HZ0366.The orthometric height was determined by differential leveling
 HZ0366.and adjusted by the National Geodetic Survey in June 1991..
 HZ0366
 HZ0366.The geoid height was determined by GEOID03.
 HZ0366
 HZ0366.The dynamic height is computed by dividing the NAVD 88
 HZ0366.geopotential number by the normal gravity value computed on the
 HZ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0366.degrees latitude (g = 980.6199 gals.).
 HZ0366
 HZ0366.The modeled gravity was interpolated from observed gravity values.
 HZ0366
 HZ0366;                    North         East    Units  Estimated Accuracy
 HZ0366;SPC KY1Z     - 1,211,550.    1,584,720.      MT  (+/- 180 meters Scaled)
 HZ0366
 HZ0366                          SUPERSEDED SURVEY CONTROL
 HZ0366
 HZ0366  NGVD 29 (??/??/92)  226.010  (m)          741.50   (f) ADJ UNCH    1 2
 HZ0366
 HZ0366.Superseded values are not recommended for survey control.
 HZ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0366.See file dsdata.txt to determine how the superseded data were derived.
 HZ0366
 HZ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH941342(NAD 83)
 HZ0366_MARKER: DB = BENCH MARK DISK
 HZ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0366_STAMPING: H 147 1949
 HZ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0366+STABILITY: SURFACE MOTION
 HZ0366
 HZ0366  HISTORY     - Date     Condition        Report By
 HZ0366  HISTORY     - 1949     MONUMENTED       CGS
 HZ0366
 HZ0366                          STATION DESCRIPTION
 HZ0366
 HZ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0366'1.4 MI NE FROM ELKHORN.
 HZ0366'ABOUT 1.35 MILES NORTHEAST ALONG THE FRANKFORT AND CINCINNATI
 HZ0366'RAILROAD FROM THE STATION AT ELKHORN, ABOUT 0.15 MILE SOUTHWEST
 HZ0366'OF A ROAD CROSSING, AT A POINT WHERE A BLACK TOP ROAD WHICH
 HZ0366'PARALLELS THE TRACK SOUTHWEST TURNS NORTH AWAY FROM TRACK,
 HZ0366'ABOUT 0.25 MILE NORTHEAST OF MILE POST F 6, 44 1/2 FEET
 HZ0366'SOUTH-SOUTHWEST OF A TELEPHONE AND POWER POLE, 30 FEET
 HZ0366'SOUTHEAST OF THE CENTE LINE OF THE BLACK TOP ROAD, 23 FEET
 HZ0366'NORTHWEST OF THE NORTHWEST RAIL, 8 FEET EAST-NORTHEAST OF THE
 HZ0366'NORTHEAST ONE OF TWO 20-INCH ELM TREES IN FENCE LINE, 1 FOOT
 HZ0366'NORTHWEST OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN
 HZ0366'WITNESS POST, 1 FOOT ABOVE THE TRACKS AND SET IN THE TOP OF A
 HZ0366'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0623 ***********************************************************************
 HZ0623  DESIGNATION -  H 148
 HZ0623  PID         -  HZ0623
 HZ0623  STATE/COUNTY-  KY/GALLATIN
 HZ0623  USGS QUAD   -  PATRIOT (1994)
 HZ0623
 HZ0623                         *CURRENT SURVEY CONTROL
 HZ0623  ___________________________________________________________________
 HZ0623* NAD 83(1986)-  38 47 23.     (N)    084 48 10.     (W)     SCALED    
 HZ0623* NAVD 88     -       146.083  (meters)     479.27   (feet)  ADJUSTED  
 HZ0623  ___________________________________________________________________
 HZ0623  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ0623  DYNAMIC HT  -         145.990 (meters)     478.97  (feet)  COMP
 HZ0623  MODELED GRAV-     979,991.8   (mgal)                       NAVD 88
 HZ0623
 HZ0623  VERT ORDER  -  FIRST     CLASS II
 HZ0623
 HZ0623.The horizontal coordinates were scaled from a topographic map and have
 HZ0623.an estimated accuracy of +/- 6 seconds.
 HZ0623
 HZ0623.The orthometric height was determined by differential leveling
 HZ0623.and adjusted by the National Geodetic Survey in June 1991..
 HZ0623.WARNING-Repeat measurements at this control monument indicate possible
 HZ0623.vertical movement.
 HZ0623
 HZ0623.The geoid height was determined by GEOID03.
 HZ0623
 HZ0623.The dynamic height is computed by dividing the NAVD 88
 HZ0623.geopotential number by the normal gravity value computed on the
 HZ0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0623.degrees latitude (g = 980.6199 gals.).
 HZ0623
 HZ0623.The modeled gravity was interpolated from observed gravity values.
 HZ0623
 HZ0623;                    North         East    Units  Estimated Accuracy
 HZ0623;SPC KY1Z     - 1,273,050.    1,582,300.      MT  (+/- 180 meters Scaled)
 HZ0623
 HZ0623                          SUPERSEDED SURVEY CONTROL
 HZ0623
 HZ0623  NGVD 29 (??/??/92)  146.283  (m)          479.93   (f) ADJ UNCH    1 2
 HZ0623
 HZ0623.Superseded values are not recommended for survey control.
 HZ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0623.See file dsdata.txt to determine how the superseded data were derived.
 HZ0623
 HZ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH908957(NAD 83)
 HZ0623_MARKER: DB = BENCH MARK DISK
 HZ0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0623_SP_SET: CULVERT
 HZ0623_STAMPING: H 148 1949
 HZ0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0623+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2000
 HZ0623
 HZ0623  HISTORY     - Date     Condition        Report By
 HZ0623  HISTORY     - 1949     MONUMENTED       CGS
 HZ0623  HISTORY     - 1964     GOOD             NGS
 HZ0623  HISTORY     - 1964     GOOD             NGS
 HZ0623  HISTORY     - 1987     GOOD             USPSQD
 HZ0623  HISTORY     - 20000514 GOOD             KYDT
 HZ0623
 HZ0623                          STATION DESCRIPTION
 HZ0623
 HZ0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0623'5.8 MI E FROM WARSAW.
 HZ0623'5.8 MILES EAST ALONG U.S. HIGHWAY 42 FROM THE COURT HOUSE AT
 HZ0623'WARSAW, ABOUT 0.7 MILE NORTHEAST OF STEEL BRIDGE OVER CREEK,
 HZ0623'AT JUNCTION OF ROAD SOUTHEAST, 45 FEET SOUTHEAST OF THE
 HZ0623'CENTERLINE OF A MACADAM ROAD, 31 FEET SOUTH-SOUTHEAST OF THE
 HZ0623'NORTHWEST END OF A STEEL CULVERT WHICH PASSES UNDER THE SIDE
 HZ0623'ROAD, 12 FEET SOUTHWEST OF A 14-INCH ELM TREE AND 2 FEET SOUTHEAST
 HZ0623'OF THE EDGE OF THE MOWED RIGHT-OF-WAY.  IT IS ABOUT 4 FEET
 HZ0623'ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS FLUSH WITH THE GROUND
 HZ0623'AND WAS COVERED WITH A DENSE GROWTH OF HONEYSUCKLE VINES.
 HZ0623
 HZ0623                          STATION RECOVERY (1964)
 HZ0623
 HZ0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0623'RECOVERED IN GOOD CONDITION.
 HZ0623
 HZ0623                          STATION RECOVERY (1987)
 HZ0623
 HZ0623'RECOVERY NOTE BY US POWER SQUADRON 1987 (MKF)
 HZ0623'RECOVERED IN GOOD CONDITION.
 HZ0623
 HZ0623                          STATION RECOVERY (2000)
 HZ0623
 HZ0623'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HZ0623'MARK IS 43 FEET SOUTHWEST OF CENTERLINE OF SIDE ROAD, 12 FEET
 HZ0623'SOUTHWEST OF AN 8 INCH ELM TREE AND 1 FOOT NORTHWEST OF A METAL
 HZ0623'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0041 ***********************************************************************
 GB0041  DESIGNATION -  H 149
 GB0041  PID         -  GB0041
 GB0041  STATE/COUNTY-  KY/MCCREARY
 GB0041  USGS QUAD   -  WIBORG (1981)
 GB0041
 GB0041                         *CURRENT SURVEY CONTROL
 GB0041  ___________________________________________________________________
 GB0041* NAD 83(1986)-  36 47 25.     (N)    084 29 00.     (W)     SCALED    
 GB0041* NAVD 88     -       394.929  (meters)    1295.70   (feet)  ADJUSTED  
 GB0041  ___________________________________________________________________
 GB0041  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GB0041  DYNAMIC HT  -         394.616 (meters)    1294.67  (feet)  COMP
 GB0041  MODELED GRAV-     979,825.8   (mgal)                       NAVD 88
 GB0041
 GB0041  VERT ORDER  -  FIRST     CLASS I
 GB0041
 GB0041.The horizontal coordinates were scaled from a topographic map and have
 GB0041.an estimated accuracy of +/- 6 seconds.
 GB0041
 GB0041.The orthometric height was determined by differential leveling
 GB0041.and adjusted by the National Geodetic Survey in June 1991..
 GB0041
 GB0041.The geoid height was determined by GEOID03.
 GB0041
 GB0041.The dynamic height is computed by dividing the NAVD 88
 GB0041.geopotential number by the normal gravity value computed on the
 GB0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0041.degrees latitude (g = 980.6199 gals.).
 GB0041
 GB0041.The modeled gravity was interpolated from observed gravity values.
 GB0041
 GB0041;                    North         East    Units  Estimated Accuracy
 GB0041;SPC KY1Z     - 1,051,480.    1,613,060.      MT  (+/- 180 meters Scaled)
 GB0041
 GB0041                          SUPERSEDED SURVEY CONTROL
 GB0041
 GB0041  NGVD 29 (??/??/92)  395.069  (m)         1296.16   (f) ADJ UNCH    1 1
 GB0041
 GB0041.Superseded values are not recommended for survey control.
 GB0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0041.See file dsdata.txt to determine how the superseded data were derived.
 GB0041
 GB0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF245745(NAD 83)
 GB0041_MARKER: DB = BENCH MARK DISK
 GB0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0041_STAMPING: H 149 1950 1296.156
 GB0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0041+STABILITY: SURFACE MOTION
 GB0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0041+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1997
 GB0041
 GB0041  HISTORY     - Date     Condition        Report By
 GB0041  HISTORY     - 1950     MONUMENTED       CGS
 GB0041  HISTORY     - 1968     GOOD             NGS
 GB0041  HISTORY     - 19970410 GOOD             KYDT
 GB0041
 GB0041                          STATION DESCRIPTION
 GB0041
 GB0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0041'3.9 MI S FROM PARKERS LAKE.
 GB0041'ABOUT 3.9 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0041'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, OR ABOUT 6.6 MILES
 GB0041'NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT STEARNS,
 GB0041'0.35 MILE SOUTH OF FLAT ROCK, 194 FEET SOUTH OF THE CENTER OF
 GB0041'A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 42 FEET WEST OF
 GB0041'THE CENTERLINE OF THE HIGHWAY, 53 FEET EAST OF THE EAST RAIL OF
 GB0041'THE TRACK, 4 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A
 GB0041'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 GB0041'AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE
 GB0041'OF THE GROUND.
 GB0041
 GB0041                          STATION RECOVERY (1997)
 GB0041
 GB0041'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GB0041'6.5 FEET SOUTH OF A 10 INCH PINE TREE, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1979 ***********************************************************************
 GY1979  DESIGNATION -  H 15
 GY1979  PID         -  GY1979
 GY1979  STATE/COUNTY-  KY/PERRY
 GY1979  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1979
 GY1979                         *CURRENT SURVEY CONTROL
 GY1979  ___________________________________________________________________
 GY1979* NAD 83(1986)-  37 14 38.     (N)    083 10 52.     (W)     SCALED    
 GY1979* NAVD 88     -       266.791  (meters)     875.30   (feet)  ADJUSTED  
 GY1979  ___________________________________________________________________
 GY1979  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1979  DYNAMIC HT  -         266.579 (meters)     874.60  (feet)  COMP
 GY1979  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 GY1979
 GY1979  VERT ORDER  -  FIRST     CLASS II
 GY1979
 GY1979.The horizontal coordinates were scaled from a topographic map and have
 GY1979.an estimated accuracy of +/- 6 seconds.
 GY1979
 GY1979.The orthometric height was determined by differential leveling
 GY1979.and adjusted by the National Geodetic Survey in June 1991..
 GY1979
 GY1979.The geoid height was determined by GEOID03.
 GY1979
 GY1979.The dynamic height is computed by dividing the NAVD 88
 GY1979.geopotential number by the normal gravity value computed on the
 GY1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1979.degrees latitude (g = 980.6199 gals.).
 GY1979
 GY1979.The modeled gravity was interpolated from observed gravity values.
 GY1979
 GY1979;                    North         East    Units  Estimated Accuracy
 GY1979;SPC KY1Z     - 1,104,190.    1,727,890.      MT  (+/- 180 meters Scaled)
 GY1979
 GY1979                          SUPERSEDED SURVEY CONTROL
 GY1979
 GY1979  NGVD 29 (??/??/92)  266.961  (m)          875.85   (f) ADJ UNCH    1 2
 GY1979
 GY1979.Superseded values are not recommended for survey control.
 GY1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1979.See file dsdata.txt to determine how the superseded data were derived.
 GY1979
 GY1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB065241(NAD 83)
 GY1979_MARKER: DB = BENCH MARK DISK
 GY1979_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1979_SP_SET: BRIDGE
 GY1979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1979
 GY1979  HISTORY     - Date     Condition        Report By
 GY1979  HISTORY     - UNK      MONUMENTED       CGS
 GY1979  HISTORY     - 1967     MARK NOT FOUND   NGS
 GY1979
 GY1979                          STATION DESCRIPTION
 GY1979
 GY1979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1979'1 MI SE FROM HAZARD.
 GY1979'THIS MARK WAS SEARCHED FOR BUT NOT RECOVERED.  CRIBBING AND LARGE
 GY1979'BEAMS HAVE BEEN PLACED OVER THE NORTHWEST ABUTMENT OF THE
 GY1979'RAILROAD BRIDGE AT THE DESCRIBED LOCATION OF THE MARK.  THEREFORE
 GY1979'IT IS BELIEVED THAT THE MARK HAS BEEN COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0137 ***********************************************************************
 HZ0137  DESIGNATION -  H 150
 HZ0137  PID         -  HZ0137
 HZ0137  STATE/COUNTY-  KY/CLARK
 HZ0137  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0137
 HZ0137                         *CURRENT SURVEY CONTROL
 HZ0137  ___________________________________________________________________
 HZ0137* NAD 83(1986)-  38 01 53.     (N)    084 14 17.     (W)     SCALED    
 HZ0137* NAVD 88     -       281.550  (meters)     923.72   (feet)  ADJUSTED  
 HZ0137  ___________________________________________________________________
 HZ0137  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HZ0137  DYNAMIC HT  -         281.343 (meters)     923.04  (feet)  COMP
 HZ0137  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 HZ0137
 HZ0137  VERT ORDER  -  FIRST     CLASS II
 HZ0137
 HZ0137.The horizontal coordinates were scaled from a topographic map and have
 HZ0137.an estimated accuracy of +/- 6 seconds.
 HZ0137
 HZ0137.The orthometric height was determined by differential leveling
 HZ0137.and adjusted by the National Geodetic Survey in June 1991..
 HZ0137
 HZ0137.The geoid height was determined by GEOID03.
 HZ0137
 HZ0137.The dynamic height is computed by dividing the NAVD 88
 HZ0137.geopotential number by the normal gravity value computed on the
 HZ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0137.degrees latitude (g = 980.6199 gals.).
 HZ0137
 HZ0137.The modeled gravity was interpolated from observed gravity values.
 HZ0137
 HZ0137;                    North         East    Units  Estimated Accuracy
 HZ0137;SPC KY1Z     - 1,189,530.    1,632,720.      MT  (+/- 180 meters Scaled)
 HZ0137
 HZ0137                          SUPERSEDED SURVEY CONTROL
 HZ0137
 HZ0137  NGVD 29 (??/??/92)  281.697  (m)          924.20   (f) ADJ UNCH    1 2
 HZ0137
 HZ0137.Superseded values are not recommended for survey control.
 HZ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0137.See file dsdata.txt to determine how the superseded data were derived.
 HZ0137
 HZ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH424128(NAD 83)
 HZ0137_MARKER: DB = BENCH MARK DISK
 HZ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0137_STAMPING: H 150 1949 924.201
 HZ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0137+STABILITY: SURFACE MOTION
 HZ0137
 HZ0137  HISTORY     - Date     Condition        Report By
 HZ0137  HISTORY     - 1949     MONUMENTED       CGS
 HZ0137  HISTORY     - 1958     GOOD             NGS
 HZ0137
 HZ0137                          STATION DESCRIPTION
 HZ0137
 HZ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0137'4.4 MI NW FROM WINCHESTER.
 HZ0137'ABOUT 4.45 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ0137'RAILROAD FROM THE STATION AT WINCHESTER, ABOUT 225 YARDS SOUTHEAST
 HZ0137'OF THE SOUTHEAST END OF BRIDGE NO. 16A, ABOUT 205 YARDS NORTHWEST
 HZ0137'OF THE NORTHWEST END OF BRIDGE NO. 17A, 72 FEET NORTHWEST OF
 HZ0137'MILE POST 110, 28.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT
 HZ0137'NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 HZ0137'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 HZ0137'CONCRETE POST PROJECTING 4 INCHES.
 HZ0137
 HZ0137                          STATION RECOVERY (1958)
 HZ0137
 HZ0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0767 ***********************************************************************
 GZ0767  DESIGNATION -  H 152
 GZ0767  PID         -  GZ0767
 GZ0767  STATE/COUNTY-  KY/LINCOLN
 GZ0767  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0767
 GZ0767                         *CURRENT SURVEY CONTROL
 GZ0767  ___________________________________________________________________
 GZ0767* NAD 83(1986)-  37 26 41.     (N)    084 45 16.     (W)     SCALED    
 GZ0767* NAVD 88     -       298.032  (meters)     977.79   (feet)  ADJUSTED  
 GZ0767  ___________________________________________________________________
 GZ0767  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GZ0767  DYNAMIC HT  -         297.799 (meters)     977.03  (feet)  COMP
 GZ0767  MODELED GRAV-     979,843.0   (mgal)                       NAVD 88
 GZ0767
 GZ0767  VERT ORDER  -  FIRST     CLASS II
 GZ0767
 GZ0767.The horizontal coordinates were scaled from a topographic map and have
 GZ0767.an estimated accuracy of +/- 6 seconds.
 GZ0767
 GZ0767.The orthometric height was determined by differential leveling
 GZ0767.and adjusted by the National Geodetic Survey in June 1991..
 GZ0767
 GZ0767.The geoid height was determined by GEOID03.
 GZ0767
 GZ0767.The dynamic height is computed by dividing the NAVD 88
 GZ0767.geopotential number by the normal gravity value computed on the
 GZ0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0767.degrees latitude (g = 980.6199 gals.).
 GZ0767
 GZ0767.The modeled gravity was interpolated from observed gravity values.
 GZ0767
 GZ0767;                    North         East    Units  Estimated Accuracy
 GZ0767;SPC KY1Z     - 1,123,820.    1,588,090.      MT  (+/- 180 meters Scaled)
 GZ0767
 GZ0767                          SUPERSEDED SURVEY CONTROL
 GZ0767
 GZ0767  NGVD 29 (??/??/92)  298.175  (m)          978.26   (f) ADJ UNCH    1 2
 GZ0767
 GZ0767.Superseded values are not recommended for survey control.
 GZ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0767.See file dsdata.txt to determine how the superseded data were derived.
 GZ0767
 GZ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG986465(NAD 83)
 GZ0767_MARKER: DB = BENCH MARK DISK
 GZ0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0767_STAMPING: H 152 1950 978.262
 GZ0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0767+STABILITY: SURFACE MOTION
 GZ0767
 GZ0767  HISTORY     - Date     Condition        Report By
 GZ0767  HISTORY     - 1950     MONUMENTED       CGS
 GZ0767  HISTORY     - 1958     GOOD             NGS
 GZ0767  HISTORY     - 1981     GOOD             KYDT
 GZ0767
 GZ0767                          STATION DESCRIPTION
 GZ0767
 GZ0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0767'0.8 MI S FROM MC KINNEY.
 GZ0767'ABOUT 0.75 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ0767'STATION AT MC KINNEY, ABOUT 0.6 MILE SOUTH OF THE OVERPASS OF
 GZ0767'STATE HIGHWAY 198 OVER THE TRACKS, NEAR THE SOUTHEAST END OF A
 GZ0767'CUT, ABOUT 0.1 MILE SOUTHEAST OF A PRIVATE ROAD CROSSING, 167
 GZ0767'FEET SOUTHEAST OF A 20-FOOT RIGHT ANGLE OFFSET IN FENCE LINE, 34
 GZ0767'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 12
 GZ0767'FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD PARALLELING THE
 GZ0767'TRACK, 8 FEET EAST-SOUTHEAST OF A LONE 24-INCH GUM TREE, 1 1/2
 GZ0767'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 GZ0767'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0767
 GZ0767                          STATION RECOVERY (1958)
 GZ0767
 GZ0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0767'RECOVERED IN GOOD CONDITION.
 GZ0767
 GZ0767                          STATION RECOVERY (1981)
 GZ0767
 GZ0767'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1301 ***********************************************************************
 GZ1301  DESIGNATION -  H 153
 GZ1301  PID         -  GZ1301
 GZ1301  STATE/COUNTY-  KY/BOYLE
 GZ1301  USGS QUAD   -  DANVILLE (1985)
 GZ1301
 GZ1301                         *CURRENT SURVEY CONTROL
 GZ1301  ___________________________________________________________________
 GZ1301* NAD 83(1986)-  37 37 56.     (N)    084 46 53.     (W)     SCALED    
 GZ1301* NAVD 88     -       280.896  (meters)     921.57   (feet)  ADJUSTED  
 GZ1301  ___________________________________________________________________
 GZ1301  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 GZ1301  DYNAMIC HT  -         280.677 (meters)     920.85  (feet)  COMP
 GZ1301  MODELED GRAV-     979,844.6   (mgal)                       NAVD 88
 GZ1301
 GZ1301  VERT ORDER  -  FIRST     CLASS II
 GZ1301
 GZ1301.The horizontal coordinates were scaled from a topographic map and have
 GZ1301.an estimated accuracy of +/- 6 seconds.
 GZ1301
 GZ1301.The orthometric height was determined by differential leveling
 GZ1301.and adjusted by the National Geodetic Survey in June 1991..
 GZ1301
 GZ1301.The geoid height was determined by GEOID03.
 GZ1301
 GZ1301.The dynamic height is computed by dividing the NAVD 88
 GZ1301.geopotential number by the normal gravity value computed on the
 GZ1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1301.degrees latitude (g = 980.6199 gals.).
 GZ1301
 GZ1301.The modeled gravity was interpolated from observed gravity values.
 GZ1301
 GZ1301;                    North         East    Units  Estimated Accuracy
 GZ1301;SPC KY1Z     - 1,144,600.    1,585,490.      MT  (+/- 180 meters Scaled)
 GZ1301
 GZ1301                          SUPERSEDED SURVEY CONTROL
 GZ1301
 GZ1301  NGVD 29 (??/??/92)  281.041  (m)          922.05   (f) ADJ UNCH    1 2
 GZ1301
 GZ1301.Superseded values are not recommended for survey control.
 GZ1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1301.See file dsdata.txt to determine how the superseded data were derived.
 GZ1301
 GZ1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG957673(NAD 83)
 GZ1301_MARKER: DB = BENCH MARK DISK
 GZ1301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1301_SP_SET: BRIDGE ABUTMENT
 GZ1301_STAMPING: H 153 1950 922.049
 GZ1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1301
 GZ1301  HISTORY     - Date     Condition        Report By
 GZ1301  HISTORY     - 1950     MONUMENTED       CGS
 GZ1301  HISTORY     - 1958     GOOD             NGS
 GZ1301  HISTORY     - 1981     GOOD             KYDT
 GZ1301
 GZ1301                          STATION DESCRIPTION
 GZ1301
 GZ1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1301'1 MI S FROM DANVILLE.
 GZ1301'ABOUT 0.95 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1301'STATION AT DANVILLE, SET IN THE TOP OF THE WEST END OF THE NORTH
 GZ1301'ABUTMENT OF RAILWAY BRIDGE NO. 117.5 OVER CLARKS RUN CREEK,
 GZ1301'7 FEET WEST OF THE WEST RAIL OF THE EXTREME WEST TRACK AND
 GZ1301'ABOUT 1/2 FOOT BELOW THE TRACK.
 GZ1301
 GZ1301                          STATION RECOVERY (1958)
 GZ1301
 GZ1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1301'RECOVERED IN GOOD CONDITION.
 GZ1301
 GZ1301                          STATION RECOVERY (1981)
 GZ1301
 GZ1301'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1231 ***********************************************************************
 GZ1231  DESIGNATION -  H 154
 GZ1231  PID         -  GZ1231
 GZ1231  STATE/COUNTY-  KY/JESSAMINE
 GZ1231  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1231
 GZ1231                         *CURRENT SURVEY CONTROL
 GZ1231  ___________________________________________________________________
 GZ1231* NAD 83(1986)-  37 55 19.     (N)    084 33 39.     (W)     SCALED    
 GZ1231* NAVD 88     -       307.532  (meters)    1008.96   (feet)  ADJUSTED  
 GZ1231  ___________________________________________________________________
 GZ1231  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GZ1231  DYNAMIC HT  -         307.300 (meters)    1008.20  (feet)  COMP
 GZ1231  MODELED GRAV-     979,867.7   (mgal)                       NAVD 88
 GZ1231
 GZ1231  VERT ORDER  -  FIRST     CLASS II
 GZ1231
 GZ1231.The horizontal coordinates were scaled from a topographic map and have
 GZ1231.an estimated accuracy of +/- 6 seconds.
 GZ1231
 GZ1231.The orthometric height was determined by differential leveling
 GZ1231.and adjusted by the National Geodetic Survey in June 1991..
 GZ1231
 GZ1231.The geoid height was determined by GEOID03.
 GZ1231
 GZ1231.The dynamic height is computed by dividing the NAVD 88
 GZ1231.geopotential number by the normal gravity value computed on the
 GZ1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1231.degrees latitude (g = 980.6199 gals.).
 GZ1231
 GZ1231.The modeled gravity was interpolated from observed gravity values.
 GZ1231
 GZ1231;                    North         East    Units  Estimated Accuracy
 GZ1231;SPC KY1Z     - 1,176,970.    1,604,550.      MT  (+/- 180 meters Scaled)
 GZ1231
 GZ1231                          SUPERSEDED SURVEY CONTROL
 GZ1231
 GZ1231  NGVD 29 (??/??/92)  307.672  (m)         1009.42   (f) ADJ UNCH    1 2
 GZ1231
 GZ1231.Superseded values are not recommended for survey control.
 GZ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1231.See file dsdata.txt to determine how the superseded data were derived.
 GZ1231
 GZ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG143999(NAD 83)
 GZ1231_MARKER: DB = BENCH MARK DISK
 GZ1231_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1231_SP_SET: ROCK CUT
 GZ1231_STAMPING: H 154 1950 1009.421
 GZ1231_MARK LOGO: CGS   
 GZ1231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1231+STABILITY: POSITION/ELEVATION WELL
 GZ1231
 GZ1231  HISTORY     - Date     Condition        Report By
 GZ1231  HISTORY     - 1950     MONUMENTED       CGS
 GZ1231  HISTORY     - 1958     GOOD             NGS
 GZ1231  HISTORY     - 1981     GOOD             KYDT
 GZ1231  HISTORY     - 1986     GOOD             NGS
 GZ1231
 GZ1231                          STATION DESCRIPTION
 GZ1231
 GZ1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1231'2.8 MI N FROM NICHOLASVILLE.
 GZ1231'ABOUT 2.85 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ1231'AT NICHOLASVILLE, SET VERTICALLY IN THE FACE OF A LIMESTONE CUT,
 GZ1231'405 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD CROSSING, 399 FEET
 GZ1231'SOUTH OF THE SOUTH END OF A 12-INCH PIPE CULVERT UNDER PRIVATE
 GZ1231'ROAD, 13 FEET WEST OF THE WEST RAIL OF THE WEST TRACK AND ABOUT
 GZ1231'LEVEL WITH THE TRACK.
 GZ1231
 GZ1231                          STATION RECOVERY (1958)
 GZ1231
 GZ1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1231'RECOVERED IN GOOD CONDITION.
 GZ1231
 GZ1231                          STATION RECOVERY (1981)
 GZ1231
 GZ1231'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1231'RECOVERED IN GOOD CONDITION.
 GZ1231
 GZ1231                          STATION RECOVERY (1986)
 GZ1231
 GZ1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 GZ1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0865 ***********************************************************************
 GZ0865  DESIGNATION -  H 155
 GZ0865  PID         -  GZ0865
 GZ0865  STATE/COUNTY-  KY/LINCOLN
 GZ0865  USGS QUAD   -  HALLS GAP (1987)
 GZ0865
 GZ0865                         *CURRENT SURVEY CONTROL
 GZ0865  ___________________________________________________________________
 GZ0865* NAD 83(1986)-  37 27 42.     (N)    084 38 10.     (W)     SCALED    
 GZ0865* NAVD 88     -       415.723  (meters)    1363.92   (feet)  ADJUSTED  
 GZ0865  ___________________________________________________________________
 GZ0865  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GZ0865  DYNAMIC HT  -         415.390 (meters)    1362.83  (feet)  COMP
 GZ0865  MODELED GRAV-     979,817.7   (mgal)                       NAVD 88
 GZ0865
 GZ0865  VERT ORDER  -  SECOND    CLASS 0
 GZ0865
 GZ0865.The horizontal coordinates were scaled from a topographic map and have
 GZ0865.an estimated accuracy of +/- 6 seconds.
 GZ0865
 GZ0865.The orthometric height was determined by differential leveling
 GZ0865.and adjusted by the National Geodetic Survey in June 1991..
 GZ0865
 GZ0865.The geoid height was determined by GEOID03.
 GZ0865
 GZ0865.The dynamic height is computed by dividing the NAVD 88
 GZ0865.geopotential number by the normal gravity value computed on the
 GZ0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0865.degrees latitude (g = 980.6199 gals.).
 GZ0865
 GZ0865.The modeled gravity was interpolated from observed gravity values.
 GZ0865
 GZ0865;                    North         East    Units  Estimated Accuracy
 GZ0865;SPC KY1Z     - 1,125,810.    1,598,540.      MT  (+/- 180 meters Scaled)
 GZ0865
 GZ0865                          SUPERSEDED SURVEY CONTROL
 GZ0865
 GZ0865  NGVD 29 (??/??/92)  415.853  (m)         1364.34   (f) ADJ UNCH    2 0
 GZ0865
 GZ0865.Superseded values are not recommended for survey control.
 GZ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0865.See file dsdata.txt to determine how the superseded data were derived.
 GZ0865
 GZ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG090487(NAD 83)
 GZ0865_MARKER: DB = BENCH MARK DISK
 GZ0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0865_STAMPING: H 155 1950 1364.344
 GZ0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0865+STABILITY: SURFACE MOTION
 GZ0865
 GZ0865  HISTORY     - Date     Condition        Report By
 GZ0865  HISTORY     - 1950     MONUMENTED       CGS
 GZ0865  HISTORY     - 1958     GOOD             NGS
 GZ0865  HISTORY     - 1981     GOOD             KYDT
 GZ0865
 GZ0865                          STATION DESCRIPTION
 GZ0865
 GZ0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0865'AT HALLS GAP.
 GZ0865'AT HALLS GAP, ABOUT 0.15 MILE WEST OF FAIRVEW BAPTIST CHURCH
 GZ0865'AND ALONG OLD ROUTE OF U.S. HIGHWAY 27 AND ON TOP OF A DEEP
 GZ0865'CUT OF NEW ROUTE OF U.S. HIGHWAY 27, ABOUT 90 FEET EAST OF THE
 GZ0865'TOP OF 75 FOOT DEEP CUT OF NEW HIGHWAY, AT POINT WHERE OLD
 GZ0865'ROAD TURNS NORTH AND STARTS DOWN STEEP GRADE, 45 FEET SOUTH OF THE
 GZ0865'CENTER OF THE OLD HIGHWAY, 35 FEET WEST OF A POWER POLE JUNCTION
 GZ0865'POLE, 51 FEET WEST OF THE NORTHWEST CORNER OF A SMALL SHACK,
 GZ0865'ABOUT 2 FEET BELOW THE LEVEL OF OLD HIGHWAY.  SET IN CONCRETE
 GZ0865'POST PROJECTING 4 INCHES.
 GZ0865
 GZ0865                          STATION RECOVERY (1981)
 GZ0865
 GZ0865'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2870 ***********************************************************************
 GY2870  DESIGNATION -  H 156
 GY2870  PID         -  GY2870
 GY2870  STATE/COUNTY-  KY/LEE
 GY2870  USGS QUAD   -  BEATTYVILLE (1983)
 GY2870
 GY2870                         *CURRENT SURVEY CONTROL
 GY2870  ___________________________________________________________________
 GY2870* NAD 83(1986)-  37 34 30.     (N)    083 38 19.     (W)     SCALED    
 GY2870* NAVD 88     -       206.875  (meters)     678.72   (feet)  ADJUSTED  
 GY2870  ___________________________________________________________________
 GY2870  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GY2870  DYNAMIC HT  -         206.717 (meters)     678.20  (feet)  COMP
 GY2870  MODELED GRAV-     979,860.7   (mgal)                       NAVD 88
 GY2870
 GY2870  VERT ORDER  -  FIRST     CLASS II
 GY2870
 GY2870.The horizontal coordinates were scaled from a topographic map and have
 GY2870.an estimated accuracy of +/- 6 seconds.
 GY2870
 GY2870.The orthometric height was determined by differential leveling
 GY2870.and adjusted by the National Geodetic Survey in June 1991..
 GY2870
 GY2870.The geoid height was determined by GEOID03.
 GY2870
 GY2870.The dynamic height is computed by dividing the NAVD 88
 GY2870.geopotential number by the normal gravity value computed on the
 GY2870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2870.degrees latitude (g = 980.6199 gals.).
 GY2870
 GY2870.The modeled gravity was interpolated from observed gravity values.
 GY2870
 GY2870;                    North         East    Units  Estimated Accuracy
 GY2870;SPC KY1Z     - 1,139,910.    1,686,480.      MT  (+/- 180 meters Scaled)
 GY2870
 GY2870                          SUPERSEDED SURVEY CONTROL
 GY2870
 GY2870  NGVD 29 (??/??/92)  207.041  (m)          679.27   (f) ADJ UNCH    1 2
 GY2870
 GY2870.Superseded values are not recommended for survey control.
 GY2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2870.See file dsdata.txt to determine how the superseded data were derived.
 GY2870
 GY2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB669619(NAD 83)
 GY2870_MARKER: DB = BENCH MARK DISK
 GY2870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2870_STAMPING: H 156 1950 679.267
 GY2870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2870+STABILITY: SURFACE MOTION
 GY2870
 GY2870  HISTORY     - Date     Condition        Report By
 GY2870  HISTORY     - 1950     MONUMENTED       CGS
 GY2870  HISTORY     - 1958     GOOD             NGS
 GY2870
 GY2870                          STATION DESCRIPTION
 GY2870
 GY2870'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2870'4.5 MI E FROM BEATTYVILLE.
 GY2870'ABOUT 4.5 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY2870'FROM THE STATION AT BEATTYVILLE, ABOUT 3.45 MILES WEST OF THE STATION
 GY2870'AT TALLEGA, ABOUT 100 YARDS EAST OF THE EAST END OF ST. HELENS SIDING
 GY2870'TRACK, AT A PRIVATE ROAD CROSSING, ABOUT MIDWAY BETWEEN MILE
 GY2870'POSTS 180 AND 181, 42 1/2 FEET SOUTH OF THE SOUTH RAIL, 1 1/2
 GY2870'FEET NORTH OF A FENCE LINE, 8 1/2 FEET WEST OF THE WEST GATE POST
 GY2870'OF GATE IN FENCE LINE, 47 FEET SOUTH-SOUTHWEST OF THE CENTER
 GY2870'OF THE CROSSING, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 GY2870'2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GY2870'PROJECTING 4 INCHES.
 GY2870
 GY2870                          STATION RECOVERY (1958)
 GY2870
 GY2870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2855 ***********************************************************************
 GY2855  DESIGNATION -  H 157
 GY2855  PID         -  GY2855
 GY2855  STATE/COUNTY-  KY/LEE
 GY2855  USGS QUAD   -  ZACHARIAH (1966)
 GY2855
 GY2855                         *CURRENT SURVEY CONTROL
 GY2855  ___________________________________________________________________
 GY2855* NAD 83(1986)-  37 37 39.     (N)    083 41 19.     (W)     SCALED    
 GY2855* NAVD 88     -       343.051  (meters)    1125.49   (feet)  ADJUSTED  
 GY2855  ___________________________________________________________________
 GY2855  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GY2855  DYNAMIC HT  -         342.789 (meters)    1124.63  (feet)  COMP
 GY2855  MODELED GRAV-     979,855.8   (mgal)                       NAVD 88
 GY2855
 GY2855  VERT ORDER  -  FIRST     CLASS II
 GY2855
 GY2855.The horizontal coordinates were scaled from a topographic map and have
 GY2855.an estimated accuracy of +/- 6 seconds.
 GY2855
 GY2855.The orthometric height was determined by differential leveling
 GY2855.and adjusted by the National Geodetic Survey in June 1991..
 GY2855
 GY2855.The geoid height was determined by GEOID03.
 GY2855
 GY2855.The dynamic height is computed by dividing the NAVD 88
 GY2855.geopotential number by the normal gravity value computed on the
 GY2855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2855.degrees latitude (g = 980.6199 gals.).
 GY2855
 GY2855.The modeled gravity was interpolated from observed gravity values.
 GY2855
 GY2855;                    North         East    Units  Estimated Accuracy
 GY2855;SPC KY1Z     - 1,145,640.    1,681,940.      MT  (+/- 180 meters Scaled)
 GY2855
 GY2855                          SUPERSEDED SURVEY CONTROL
 GY2855
 GY2855  NGVD 29 (??/??/92)  343.208  (m)         1126.01   (f) ADJ UNCH    1 2
 GY2855
 GY2855.Superseded values are not recommended for survey control.
 GY2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2855.See file dsdata.txt to determine how the superseded data were derived.
 GY2855
 GY2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB627678(NAD 83)
 GY2855_MARKER: DB = BENCH MARK DISK
 GY2855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2855_STAMPING: H 157 1950 1126.008
 GY2855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2855+STABILITY: SURFACE MOTION
 GY2855
 GY2855  HISTORY     - Date     Condition        Report By
 GY2855  HISTORY     - 1950     MONUMENTED       CGS
 GY2855  HISTORY     - 1958     GOOD             NGS
 GY2855
 GY2855                          STATION DESCRIPTION
 GY2855
 GY2855'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2855'4.6 MI N FROM BEATTYVILLE.
 GY2855'ABOUT 4.55 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE LOUISVILLE
 GY2855'AND NASHVILLE RAILROAD STATION AT BEATTYVILLE, ABOUT 4.85 MILES
 GY2855'SOUTH OF THE CHURCH OF GOD AT ZOE, ABOUT 0.7 MILE NORTH OF THE
 GY2855'JUNCTION OF A ROAD EAST, ABOUT 0.95 MILE SOUTH OF THE JUNCTION OF
 GY2855'A PROMINENT GRAVEL ROAD WEST, 43 FEET NORTHEAST OF THE CENTER
 GY2855'LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF A FENCE LINE, 16 FEETS
 GY2855'SOUTHEAST OF THE SOUTH CORNER OF A CAR GARAGE, 43 FEET SOUTHEAST
 GY2855'OF THE EAST GATE POST FOR FARM DRIVE LEADING NORTH, 2 FEET
 GY2855'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GY2855'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GY2855
 GY2855                          STATION RECOVERY (1958)
 GY2855
 GY2855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2821 ***********************************************************************
 GY2821  DESIGNATION -  H 158
 GY2821  PID         -  GY2821
 GY2821  STATE/COUNTY-  KY/POWELL
 GY2821  USGS QUAD   -  STANTON (1966)
 GY2821
 GY2821                         *CURRENT SURVEY CONTROL
 GY2821  ___________________________________________________________________
 GY2821* NAD 83(1986)-  37 49 54.     (N)    083 46 13.     (W)     SCALED    
 GY2821* NAVD 88     -       212.567  (meters)     697.40   (feet)  ADJUSTED  
 GY2821  ___________________________________________________________________
 GY2821  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GY2821  DYNAMIC HT  -         212.411 (meters)     696.89  (feet)  COMP
 GY2821  MODELED GRAV-     979,894.7   (mgal)                       NAVD 88
 GY2821
 GY2821  VERT ORDER  -  FIRST     CLASS II
 GY2821
 GY2821.The horizontal coordinates were scaled from a topographic map and have
 GY2821.an estimated accuracy of +/- 6 seconds.
 GY2821
 GY2821.The orthometric height was determined by differential leveling
 GY2821.and adjusted by the National Geodetic Survey in June 1991..
 GY2821
 GY2821.The geoid height was determined by GEOID03.
 GY2821
 GY2821.The dynamic height is computed by dividing the NAVD 88
 GY2821.geopotential number by the normal gravity value computed on the
 GY2821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2821.degrees latitude (g = 980.6199 gals.).
 GY2821
 GY2821.The modeled gravity was interpolated from observed gravity values.
 GY2821
 GY2821;                    North         East    Units  Estimated Accuracy
 GY2821;SPC KY1Z     - 1,168,140.    1,674,250.      MT  (+/- 180 meters Scaled)
 GY2821
 GY2821                          SUPERSEDED SURVEY CONTROL
 GY2821
 GY2821  NGVD 29 (??/??/92)  212.726  (m)          697.92   (f) ADJ UNCH    1 2
 GY2821
 GY2821.Superseded values are not recommended for survey control.
 GY2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2821.See file dsdata.txt to determine how the superseded data were derived.
 GY2821
 GY2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB561907(NAD 83)
 GY2821_MARKER: DB = BENCH MARK DISK
 GY2821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2821_STAMPING: H 158 1950 697.919
 GY2821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2821+STABILITY: SURFACE MOTION
 GY2821
 GY2821  HISTORY     - Date     Condition        Report By
 GY2821  HISTORY     - 1950     MONUMENTED       CGS
 GY2821  HISTORY     - 1958     GOOD             NGS
 GY2821
 GY2821                          STATION DESCRIPTION
 GY2821
 GY2821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY2821'0.6 MI SE FROM BOWEN.
 GY2821'0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 GY2821'AT BOWEN, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A ROAD SOUTH AND
 GY2821'SIGN, BOWEN MONUMENT, ABOUT 34 YARDS EAST NORTHEAST AND ACROSS
 GY2821'HIGHWAY FROM A SMALL WHITE GARAGE, 29 FEET SOUTHEAST OF A
 GY2821'T-CORNER OF WHITE BOARD FENCES, 23 FEET NORTHEAST OF THE CENTER
 GY2821'OF HIGHWAY, AND UNDER THE BOARD FENCE, AND ABOUT 1 FOOT BELOW THE
 GY2821'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0014 ***********************************************************************
 GZ0014  DESIGNATION -  H 159
 GZ0014  PID         -  GZ0014
 GZ0014  STATE/COUNTY-  KY/CLARK
 GZ0014  USGS QUAD   -  HEDGES (1976)
 GZ0014
 GZ0014                         *CURRENT SURVEY CONTROL
 GZ0014  ___________________________________________________________________
 GZ0014* NAD 83(1986)-  37 57 19.     (N)    084 03 31.     (W)     SCALED    
 GZ0014* NAVD 88     -       298.815  (meters)     980.36   (feet)  ADJUSTED  
 GZ0014  ___________________________________________________________________
 GZ0014  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 GZ0014  DYNAMIC HT  -         298.593 (meters)     979.63  (feet)  COMP
 GZ0014  MODELED GRAV-     979,879.2   (mgal)                       NAVD 88
 GZ0014
 GZ0014  VERT ORDER  -  FIRST     CLASS II
 GZ0014
 GZ0014.The horizontal coordinates were scaled from a topographic map and have
 GZ0014.an estimated accuracy of +/- 6 seconds.
 GZ0014
 GZ0014.The orthometric height was determined by differential leveling
 GZ0014.and adjusted by the National Geodetic Survey in June 1991..
 GZ0014
 GZ0014.The geoid height was determined by GEOID03.
 GZ0014
 GZ0014.The dynamic height is computed by dividing the NAVD 88
 GZ0014.geopotential number by the normal gravity value computed on the
 GZ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0014.degrees latitude (g = 980.6199 gals.).
 GZ0014
 GZ0014.The modeled gravity was interpolated from observed gravity values.
 GZ0014
 GZ0014;                    North         East    Units  Estimated Accuracy
 GZ0014;SPC KY1Z     - 1,181,350.    1,648,630.      MT  (+/- 180 meters Scaled)
 GZ0014
 GZ0014                          SUPERSEDED SURVEY CONTROL
 GZ0014
 GZ0014  NGVD 29 (??/??/92)  298.961  (m)          980.84   (f) ADJ UNCH    1 2
 GZ0014
 GZ0014.Superseded values are not recommended for survey control.
 GZ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0014.See file dsdata.txt to determine how the superseded data were derived.
 GZ0014
 GZ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH584049(NAD 83)
 GZ0014_MARKER: DB = BENCH MARK DISK
 GZ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0014_STAMPING: H 159 1950 980.841
 GZ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0014+STABILITY: SURFACE MOTION
 GZ0014
 GZ0014  HISTORY     - Date     Condition        Report By
 GZ0014  HISTORY     - 1950     MONUMENTED       CGS
 GZ0014  HISTORY     - 1958     GOOD             NGS
 GZ0014
 GZ0014                          STATION DESCRIPTION
 GZ0014
 GZ0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0014'1.2 MI SE FROM PILOT VIEW.
 GZ0014'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE
 GZ0014'CONSOLIDATED SCHOOL AT PILOT VIEW, ABOUT 0.1 MILE NORTHWEST
 GZ0014'OF THE JUNCTION OF A ROAD LEADING SOUTHWEST, 23 FEET SOUTHWEST
 GZ0014'OF THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTHWEST OF THE
 GZ0014'CENTER LINE OF A DRIVE TO A FARM, 53 FEET SOUTH AND ACROSS THE
 GZ0014'HIGHWAY FROM TELEPHONE POLE NO. 348, 25 FEET SOUTHEAST OF A
 GZ0014'TELEPHONE BRACE POLE, 1 FOOT NORTHEAST OF A FENCE LINE, 34 FEET
 GZ0014'SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A WHITE WOODEN
 GZ0014'WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE
 GZ0014'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0014
 GZ0014                          STATION RECOVERY (1958)
 GZ0014
 GZ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1118 ***********************************************************************
 HZ1118  DESIGNATION -  H 161
 HZ1118  PID         -  HZ1118
 HZ1118  STATE/COUNTY-  KY/OLDHAM
 HZ1118  USGS QUAD   -  SMITHFIELD (1993)
 HZ1118
 HZ1118                         *CURRENT SURVEY CONTROL
 HZ1118  ___________________________________________________________________
 HZ1118* NAD 83(1986)-  38 25 14.     (N)    085 20 43.     (W)     SCALED    
 HZ1118* NAVD 88     -       263.260  (meters)     863.71   (feet)  ADJUSTED  
 HZ1118  ___________________________________________________________________
 HZ1118  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ1118  DYNAMIC HT  -         263.083 (meters)     863.13  (feet)  COMP
 HZ1118  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 HZ1118
 HZ1118  VERT ORDER  -  SECOND    CLASS 0
 HZ1118
 HZ1118.The horizontal coordinates were scaled from a topographic map and have
 HZ1118.an estimated accuracy of +/- 6 seconds.
 HZ1118
 HZ1118.The orthometric height was determined by differential leveling
 HZ1118.and adjusted by the National Geodetic Survey in June 1991..
 HZ1118
 HZ1118.The geoid height was determined by GEOID03.
 HZ1118
 HZ1118.The dynamic height is computed by dividing the NAVD 88
 HZ1118.geopotential number by the normal gravity value computed on the
 HZ1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1118.degrees latitude (g = 980.6199 gals.).
 HZ1118
 HZ1118.The modeled gravity was interpolated from observed gravity values.
 HZ1118
 HZ1118;                    North         East    Units  Estimated Accuracy
 HZ1118;SPC KY1Z     - 1,231,730.    1,535,340.      MT  (+/- 180 meters Scaled)
 HZ1118
 HZ1118                          SUPERSEDED SURVEY CONTROL
 HZ1118
 HZ1118  NGVD 29 (??/??/92)  263.420  (m)          864.24   (f) ADJ UNCH    2 0
 HZ1118
 HZ1118.Superseded values are not recommended for survey control.
 HZ1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1118.See file dsdata.txt to determine how the superseded data were derived.
 HZ1118
 HZ1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH444537(NAD 83)
 HZ1118_MARKER: DB = BENCH MARK DISK
 HZ1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1118_STAMPING: H 161 1950
 HZ1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1118+STABILITY: SURFACE MOTION
 HZ1118
 HZ1118  HISTORY     - Date     Condition        Report By
 HZ1118  HISTORY     - 1950     MONUMENTED       CGS
 HZ1118  HISTORY     - 1963     GOOD             NGS
 HZ1118
 HZ1118                          STATION DESCRIPTION
 HZ1118
 HZ1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HZ1118'2 MI NE FROM LA GRANGE.
 HZ1118'ABOUT 1.95 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1118'RAILROAD FROM THE FREIGHT STATION AT LA GRANGE, 210 FEET
 HZ1118'NORTHEAST AND ACROSS THE TRACK FROM MILE POST 29, 46 FEET
 HZ1118'NORTHWEST OF THE NORTHWEST RAIL, NEAR THE SOUTHWEST END OF A CUT,
 HZ1118'1 FOOT SOUTHEAST OF A FENCE LINE, 11 FEET SOUTHWEST OF A 10-INCH
 HZ1118'OAK TREE IN FENCE LINE, 51 FEET NORTH OF THE NORTHWEST END OF A
 HZ1118'36-INCH CORRUGATED PIPE CULVERT UNDER TRACK, 2 FEET SOUTHWEST
 HZ1118'OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE TRACK AND
 HZ1118'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HZ1118
 HZ1118                          STATION RECOVERY (1963)
 HZ1118
 HZ1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0322 ***********************************************************************
 GZ0322  DESIGNATION -  H 162
 GZ0322  PID         -  GZ0322
 GZ0322  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0322  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0322
 GZ0322                         *CURRENT SURVEY CONTROL
 GZ0322  ___________________________________________________________________
 GZ0322* NAD 83(1986)-  37 22 11.     (N)    084 15 21.     (W)     SCALED    
 GZ0322* NAVD 88     -       278.845  (meters)     914.84   (feet)  ADJUSTED  
 GZ0322  ___________________________________________________________________
 GZ0322  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GZ0322  DYNAMIC HT  -         278.633 (meters)     914.15  (feet)  COMP
 GZ0322  MODELED GRAV-     979,862.6   (mgal)                       NAVD 88
 GZ0322
 GZ0322  VERT ORDER  -  SECOND    CLASS 0
 GZ0322
 GZ0322.The horizontal coordinates were scaled from a topographic map and have
 GZ0322.an estimated accuracy of +/- 6 seconds.
 GZ0322
 GZ0322.The orthometric height was determined by differential leveling
 GZ0322.and adjusted by the National Geodetic Survey in June 1991..
 GZ0322
 GZ0322.The geoid height was determined by GEOID03.
 GZ0322
 GZ0322.The dynamic height is computed by dividing the NAVD 88
 GZ0322.geopotential number by the normal gravity value computed on the
 GZ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0322.degrees latitude (g = 980.6199 gals.).
 GZ0322
 GZ0322.The modeled gravity was interpolated from observed gravity values.
 GZ0322
 GZ0322;                    North         East    Units  Estimated Accuracy
 GZ0322;SPC KY1Z     - 1,116,080.    1,632,340.      MT  (+/- 180 meters Scaled)
 GZ0322
 GZ0322                          SUPERSEDED SURVEY CONTROL
 GZ0322
 GZ0322  NGVD 29 (??/??/92)  279.007  (m)          915.38   (f) ADJ UNCH    2 0
 GZ0322
 GZ0322.Superseded values are not recommended for survey control.
 GZ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0322.See file dsdata.txt to determine how the superseded data were derived.
 GZ0322
 GZ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG430394(NAD 83)
 GZ0322_MARKER: DB = BENCH MARK DISK
 GZ0322_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0322_SP_SET: ROCK LEDGE
 GZ0322_STAMPING: H 162 1950 915.375
 GZ0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0322+STABILITY: POSITION/ELEVATION WELL
 GZ0322
 GZ0322  HISTORY     - Date     Condition        Report By
 GZ0322  HISTORY     - 1950     MONUMENTED       CGS
 GZ0322  HISTORY     - 1957     GOOD             NGS
 GZ0322
 GZ0322                          STATION DESCRIPTION
 GZ0322
 GZ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0322'1 MI E FROM BRUSH CREEK.
 GZ0322'ABOUT 0.95 MILE EAST ALONG A NEW ROAD LEADING TO GREAT SALTPETER
 GZ0322'CAVE FROM ORLANDO POST OFFICE AT BRUSH CREEK, ON THE OUTSIDE OF
 GZ0322'A SHARP CURVE IN ROAD, 279 FEET SOUTH OF THE EAST END OF A 9-FOOT
 GZ0322'CORRUGATED PIPE CULVERT FOR A SMALL STREAM, 17 FEET EAST OF THE
 GZ0322'CENTER LINE OF THE ROAD, SET IN THE TOP OF FLAT TOP OF A SOLID
 GZ0322'ROCK LEDGE, AND ABOUT 1 FOOT ABOVE THE ROAD.  NOTE-- THE MARK IS
 GZ0322'MUTILATED BUT SOLID.
 GZ0322
 GZ0322                          STATION RECOVERY (1957)
 GZ0322
 GZ0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0194 ***********************************************************************
 GZ0194  DESIGNATION -  H 163
 GZ0194  PID         -  GZ0194
 GZ0194  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0194  USGS QUAD   -  JOHNETTA (1987)
 GZ0194
 GZ0194                         *CURRENT SURVEY CONTROL
 GZ0194  ___________________________________________________________________
 GZ0194* NAD 83(1986)-  37 28 07.     (N)    084 12 26.     (W)     SCALED    
 GZ0194* NAVD 88     -       457.259  (meters)    1500.19   (feet)  ADJUSTED  
 GZ0194  ___________________________________________________________________
 GZ0194  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GZ0194  DYNAMIC HT  -         456.906 (meters)    1499.03  (feet)  COMP
 GZ0194  MODELED GRAV-     979,843.0   (mgal)                       NAVD 88
 GZ0194
 GZ0194  VERT ORDER  -  SECOND    CLASS 0
 GZ0194
 GZ0194.The horizontal coordinates were scaled from a topographic map and have
 GZ0194.an estimated accuracy of +/- 6 seconds.
 GZ0194
 GZ0194.The orthometric height was determined by differential leveling
 GZ0194.and adjusted by the National Geodetic Survey in June 1991..
 GZ0194
 GZ0194.The geoid height was determined by GEOID03.
 GZ0194
 GZ0194.The dynamic height is computed by dividing the NAVD 88
 GZ0194.geopotential number by the normal gravity value computed on the
 GZ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0194.degrees latitude (g = 980.6199 gals.).
 GZ0194
 GZ0194.The modeled gravity was interpolated from observed gravity values.
 GZ0194
 GZ0194;                    North         East    Units  Estimated Accuracy
 GZ0194;SPC KY1Z     - 1,127,130.    1,636,460.      MT  (+/- 180 meters Scaled)
 GZ0194
 GZ0194                          SUPERSEDED SURVEY CONTROL
 GZ0194
 GZ0194  NGVD 29 (??/??/92)  457.409  (m)         1500.68   (f) ADJ UNCH    2 0
 GZ0194
 GZ0194.Superseded values are not recommended for survey control.
 GZ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0194.See file dsdata.txt to determine how the superseded data were derived.
 GZ0194
 GZ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG469505(NAD 83)
 GZ0194_MARKER: DB = BENCH MARK DISK
 GZ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0194_STAMPING: H 163 1950 1500.683
 GZ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0194+STABILITY: SURFACE MOTION
 GZ0194
 GZ0194  HISTORY     - Date     Condition        Report By
 GZ0194  HISTORY     - 1950     MONUMENTED       CGS
 GZ0194  HISTORY     - 1957     GOOD             NGS
 GZ0194
 GZ0194                          STATION DESCRIPTION
 GZ0194
 GZ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0194'1 MI W FROM THREE LINKS.
 GZ0194'ABOUT 1.0 MILE WEST ALONG A DIRT ROAD LEADING TO CLIMAX FROM
 GZ0194'PLEASANT HILL BAPTIST CHURCH AND CEMETERY AT THREE LINKS, AT
 GZ0194'THE JUNCTION OF A DIRT ROAD NORTH, 20 FEET NORTH OF THE CENTER
 GZ0194'LINE OF THE ROAD, 46 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH,
 GZ0194'1 FOOT SOUTH OF A FENCE LINE, 26 FEET EAST OF A FENCE CORNER, 2
 GZ0194'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GZ0194'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0194
 GZ0194                          STATION RECOVERY (1957)
 GZ0194
 GZ0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0353 ***********************************************************************
 GZ0353  DESIGNATION -  H 164
 GZ0353  PID         -  GZ0353
 GZ0353  STATE/COUNTY-  KY/JACKSON
 GZ0353  USGS QUAD   -  SANDGAP (1976)
 GZ0353
 GZ0353                         *CURRENT SURVEY CONTROL
 GZ0353  ___________________________________________________________________
 GZ0353* NAD 83(1986)-  37 24 12.     (N)    084 02 11.     (W)     SCALED    
 GZ0353* NAVD 88     -       299.129  (meters)     981.39   (feet)  ADJUSTED  
 GZ0353  ___________________________________________________________________
 GZ0353  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GZ0353  DYNAMIC HT  -         298.896 (meters)     980.63  (feet)  COMP
 GZ0353  MODELED GRAV-     979,843.1   (mgal)                       NAVD 88
 GZ0353
 GZ0353  VERT ORDER  -  SECOND    CLASS 0
 GZ0353
 GZ0353.The horizontal coordinates were scaled from a topographic map and have
 GZ0353.an estimated accuracy of +/- 6 seconds.
 GZ0353
 GZ0353.The orthometric height was determined by differential leveling
 GZ0353.and adjusted by the National Geodetic Survey in June 1991..
 GZ0353
 GZ0353.The geoid height was determined by GEOID03.
 GZ0353
 GZ0353.The dynamic height is computed by dividing the NAVD 88
 GZ0353.geopotential number by the normal gravity value computed on the
 GZ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0353.degrees latitude (g = 980.6199 gals.).
 GZ0353
 GZ0353.The modeled gravity was interpolated from observed gravity values.
 GZ0353
 GZ0353;                    North         East    Units  Estimated Accuracy
 GZ0353;SPC KY1Z     - 1,120,150.    1,651,700.      MT  (+/- 180 meters Scaled)
 GZ0353
 GZ0353                          SUPERSEDED SURVEY CONTROL
 GZ0353
 GZ0353  NGVD 29 (??/??/92)  299.283  (m)          981.90   (f) ADJ UNCH    2 0
 GZ0353
 GZ0353.Superseded values are not recommended for survey control.
 GZ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0353.See file dsdata.txt to determine how the superseded data were derived.
 GZ0353
 GZ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG623437(NAD 83)
 GZ0353_MARKER: DB = BENCH MARK DISK
 GZ0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0353_SP_SET: BRIDGE
 GZ0353_STAMPING: H 164 1950 981.898
 GZ0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0353
 GZ0353  HISTORY     - Date     Condition        Report By
 GZ0353  HISTORY     - 1950     MONUMENTED       CGS
 GZ0353  HISTORY     - 1957     GOOD             NGS
 GZ0353
 GZ0353                          STATION DESCRIPTION
 GZ0353
 GZ0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0353'4 MI SW FROM MC KEE.
 GZ0353'ABOUT 0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE COURT
 GZ0353'HOUSE AT MC KEE, THENCE ABOUT 3.5 MILES SOUTHWEST ALONG A
 GZ0353'GRAVEL ROAD LEADING TO LIVINGSTON, ABOUT 0.75 MILE SOUTHWEST
 GZ0353'OF A 120-FOOT CONCRETE AND STEEL BRIDGE OVER INDIAN CREEK, AT
 GZ0353'THE JUNCTION OF A GRAVEL ROAD NORTHWEST TO A LOOKOUT TOWER, 35
 GZ0353'YARDS SOUTH OF THE CENTER OF THE ROAD TO LOOKOUT TOWER, SET IN
 GZ0353'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A
 GZ0353'16-FOOT CONCRETE AND STONE BRIDGE OVER A CREEK, 9 FEET NORTHWEST
 GZ0353'OF THE CENTER LINE OF THE ROAD AND ABOUT 1/2 FOOT ABOVE ROAD.
 GZ0353
 GZ0353                          STATION RECOVERY (1957)
 GZ0353
 GZ0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2559 ***********************************************************************
 GY2559  DESIGNATION -  H 165
 GY2559  PID         -  GY2559
 GY2559  STATE/COUNTY-  KY/OWSLEY
 GY2559  USGS QUAD   -  STURGEON (1976)
 GY2559
 GY2559                         *CURRENT SURVEY CONTROL
 GY2559  ___________________________________________________________________
 GY2559* NAD 83(1986)-  37 29 08.     (N)    083 49 19.     (W)     SCALED    
 GY2559* NAVD 88     -       227.457  (meters)     746.25   (feet)  ADJUSTED  
 GY2559  ___________________________________________________________________
 GY2559  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GY2559  DYNAMIC HT  -         227.282 (meters)     745.67  (feet)  COMP
 GY2559  MODELED GRAV-     979,852.7   (mgal)                       NAVD 88
 GY2559
 GY2559  VERT ORDER  -  SECOND    CLASS 0
 GY2559
 GY2559.The horizontal coordinates were scaled from a topographic map and have
 GY2559.an estimated accuracy of +/- 6 seconds.
 GY2559
 GY2559.The orthometric height was determined by differential leveling
 GY2559.and adjusted by the National Geodetic Survey in June 1991..
 GY2559
 GY2559.The geoid height was determined by GEOID03.
 GY2559
 GY2559.The dynamic height is computed by dividing the NAVD 88
 GY2559.geopotential number by the normal gravity value computed on the
 GY2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2559.degrees latitude (g = 980.6199 gals.).
 GY2559
 GY2559.The modeled gravity was interpolated from observed gravity values.
 GY2559
 GY2559;                    North         East    Units  Estimated Accuracy
 GY2559;SPC KY1Z     - 1,129,640.    1,670,500.      MT  (+/- 180 meters Scaled)
 GY2559
 GY2559                          SUPERSEDED SURVEY CONTROL
 GY2559
 GY2559  NGVD 29 (??/??/92)  227.620  (m)          746.78   (f) ADJ UNCH    2 0
 GY2559
 GY2559.Superseded values are not recommended for survey control.
 GY2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2559.See file dsdata.txt to determine how the superseded data were derived.
 GY2559
 GY2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB504524(NAD 83)
 GY2559_MARKER: DB = BENCH MARK DISK
 GY2559_SETTING: 66 = SET IN ROCK OUTCROP
 GY2559_SP_SET: ROCK OUTCROP
 GY2559_STAMPING: H 165 1950 746.783
 GY2559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2559+STABILITY: POSITION/ELEVATION WELL
 GY2559
 GY2559  HISTORY     - Date     Condition        Report By
 GY2559  HISTORY     - 1950     MONUMENTED       CGS
 GY2559  HISTORY     - 1957     GOOD             NGS
 GY2559
 GY2559                          STATION DESCRIPTION
 GY2559
 GY2559'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2559'3.8 MI NW FROM VINCENT.
 GY2559'ABOUT 1.85 MILES NORTHWEST ALONG ROAD FROM THE CROSSROADS AT
 GY2559'VINCENT, THENCE ABOUT 1.0 MILE WEST AND NORTH ALONG TRAIL FOLLOWING
 GY2559'LITTLE STURGEON CREEK TO FORD ACROSS BIG STURGEON CREEK JUST NORTH
 GY2559'OF MOUTH OF LITTLE STURGEON CREEK, THENCE ABOUT 0.95 MILE NORTHWEST
 GY2559'ALONG TRAIL FOLLOWING SOUTHWEST SIDE OF BIG STURGEON CREEK, ABOUT
 GY2559'320 YARDS SOUTHEAST ALONG ROUGH WAGON ROAD FROM FORD CROSSING WILD
 GY2559'DOG CREEK NEAR ITS MOUTH, ABOUT 35 YARDS EAST OF THE SOUTH END OF
 GY2559'A SUSPENSION FOOT BRIDGE OVER BIG STURGEON CREEK, 11 1/2 FEET
 GY2559'SOUTH OF THE CENTER LINE OF THE WAGON ROAD, SET IN THE TOP OF THE
 GY2559'LOWER LAYER OF ROCK OUT OF LARGE OUTCROP OF ROCK, 0.4 FOOT SOUTH
 GY2559'OF THE NORTH EDGE OF FLAT LAYER OF OUTCROP, 11 FEET WEST OF THE EAST
 GY2559'END OF FLAT LAYER OF OUTCROP AND ABOUT 4 FEET ABOVE THE ROAD.
 GY2559'NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT NEW ZION BY
 GY2559'GOING ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 4.8
 GY2559'MILES EAST ALONG ROADS AND TRAILS AND OLD RAILROAD BED FOLLOWING
 GY2559'WILD DOG CREEK, THENCE ABOUT 0.2 MILE SOUTH ALONG TRAIL.
 GY2559
 GY2559                          STATION RECOVERY (1957)
 GY2559
 GY2559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2547 ***********************************************************************
 GY2547  DESIGNATION -  H 166
 GY2547  PID         -  GY2547
 GY2547  STATE/COUNTY-  KY/JACKSON
 GY2547  USGS QUAD   -  MC KEE (1976)
 GY2547
 GY2547                         *CURRENT SURVEY CONTROL
 GY2547  ___________________________________________________________________
 GY2547* NAD 83(1986)-  37 29 01.     (N)    083 57 30.     (W)     SCALED    
 GY2547* NAVD 88     -       418.812  (meters)    1374.05   (feet)  ADJUSTED  
 GY2547  ___________________________________________________________________
 GY2547  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GY2547  DYNAMIC HT  -         418.481 (meters)    1372.97  (feet)  COMP
 GY2547  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 GY2547
 GY2547  VERT ORDER  -  SECOND    CLASS 0
 GY2547
 GY2547.The horizontal coordinates were scaled from a topographic map and have
 GY2547.an estimated accuracy of +/- 6 seconds.
 GY2547
 GY2547.The orthometric height was determined by differential leveling
 GY2547.and adjusted by the National Geodetic Survey in June 1991..
 GY2547
 GY2547.The geoid height was determined by GEOID03.
 GY2547
 GY2547.The dynamic height is computed by dividing the NAVD 88
 GY2547.geopotential number by the normal gravity value computed on the
 GY2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2547.degrees latitude (g = 980.6199 gals.).
 GY2547
 GY2547.The modeled gravity was interpolated from observed gravity values.
 GY2547
 GY2547;                    North         East    Units  Estimated Accuracy
 GY2547;SPC KY1Z     - 1,129,180.    1,658,440.      MT  (+/- 180 meters Scaled)
 GY2547
 GY2547                          SUPERSEDED SURVEY CONTROL
 GY2547
 GY2547  NGVD 29 (??/??/92)  418.962  (m)         1374.54   (f) ADJ UNCH    2 0
 GY2547
 GY2547.Superseded values are not recommended for survey control.
 GY2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2547.See file dsdata.txt to determine how the superseded data were derived.
 GY2547
 GY2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB384526(NAD 83)
 GY2547_MARKER: DB = BENCH MARK DISK
 GY2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2547_STAMPING: H 166 1950 1374.544
 GY2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2547+STABILITY: SURFACE MOTION
 GY2547
 GY2547  HISTORY     - Date     Condition        Report By
 GY2547  HISTORY     - 1950     MONUMENTED       CGS
 GY2547  HISTORY     - 1957     GOOD             NGS
 GY2547
 GY2547                          STATION DESCRIPTION
 GY2547
 GY2547'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2547'8.4 MI NE FROM MC KEE.
 GY2547'ABOUT 2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE COURT
 GY2547'HOUSE AT MC KEE, THENCE ABOUT 1.8 MILES NORTHEAST ALONG SAND
 GY2547'LICK CREEK ROAD, THENCE ABOUT 1.25 MILES NORTHEAST ALONG A TRAIL
 GY2547'LEADING TO STATE HIGHWAY 89, THENCE ABOUT 1.75 MILES SOUTHEAST
 GY2547'ALONG STATE HIGHWAY 89, THENCE ABOUT 1.05 MILES EAST ALONG A DIRT
 GY2547'ROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 120 FEET EAST
 GY2547'OF THE CENTER OF THE JUNCTION OF A TRAIL LEADING NORTHEAST, 32
 GY2547'FEET EAST OF A LONE 10-INCH PINE TREE THAT IS IN A HEAVY GROVE OF
 GY2547'SMALL OAK TREES, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GY2547'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2547'3 INCHES.
 GY2547
 GY2547                          STATION RECOVERY (1957)
 GY2547
 GY2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2601 ***********************************************************************
 GY2601  DESIGNATION -  H 167
 GY2601  PID         -  GY2601
 GY2601  STATE/COUNTY-  KY/OWSLEY
 GY2601  USGS QUAD   -  STURGEON (1976)
 GY2601
 GY2601                         *CURRENT SURVEY CONTROL
 GY2601  ___________________________________________________________________
 GY2601* NAD 83(1986)-  37 23 32.     (N)    083 45 04.     (W)     SCALED    
 GY2601* NAVD 88     -       265.397  (meters)     870.72   (feet)  ADJUSTED  
 GY2601  ___________________________________________________________________
 GY2601  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GY2601  DYNAMIC HT  -         265.191 (meters)     870.05  (feet)  COMP
 GY2601  MODELED GRAV-     979,848.7   (mgal)                       NAVD 88
 GY2601
 GY2601  VERT ORDER  -  SECOND    CLASS 0
 GY2601
 GY2601.The horizontal coordinates were scaled from a topographic map and have
 GY2601.an estimated accuracy of +/- 6 seconds.
 GY2601
 GY2601.The orthometric height was determined by differential leveling
 GY2601.and adjusted by the National Geodetic Survey in June 1991..
 GY2601
 GY2601.The geoid height was determined by GEOID03.
 GY2601
 GY2601.The dynamic height is computed by dividing the NAVD 88
 GY2601.geopotential number by the normal gravity value computed on the
 GY2601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2601.degrees latitude (g = 980.6199 gals.).
 GY2601
 GY2601.The modeled gravity was interpolated from observed gravity values.
 GY2601
 GY2601;                    North         East    Units  Estimated Accuracy
 GY2601;SPC KY1Z     - 1,119,410.    1,676,980.      MT  (+/- 180 meters Scaled)
 GY2601
 GY2601                          SUPERSEDED SURVEY CONTROL
 GY2601
 GY2601  NGVD 29 (??/??/92)  265.561  (m)          871.26   (f) ADJ UNCH    2 0
 GY2601
 GY2601.Superseded values are not recommended for survey control.
 GY2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2601.See file dsdata.txt to determine how the superseded data were derived.
 GY2601
 GY2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB564419(NAD 83)
 GY2601_MARKER: DB = BENCH MARK DISK
 GY2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2601_STAMPING: H 167 1950 871.261
 GY2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2601+STABILITY: SURFACE MOTION
 GY2601
 GY2601  HISTORY     - Date     Condition        Report By
 GY2601  HISTORY     - 1950     MONUMENTED       CGS
 GY2601  HISTORY     - 1957     GOOD             NGS
 GY2601
 GY2601                          STATION DESCRIPTION
 GY2601
 GY2601'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2601'4.4 MI W FROM CONKLING.
 GY2601'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 GY2601'AT CONKLING, THENCE ABOUT 0.55 MILE SOUTHWEST ALONG A GRAVEL
 GY2601'ROAD, THENCE ABOUT 3.55 MILES WEST ALONG A DIRT ROAD, ABOUT
 GY2601'0.8 MILE WEST OF ROSCOE ROBERTS STORE AND BLAKE POST OFFICE,
 GY2601'ABOUT 0.1 MILE NORTHWEST OF A CHURCH BUILDING ON TOP OF A HILL,
 GY2601'AT WALNUT GROVE SCHOOL, 85 FEET NORTHEAST OF THE CENTER LINE OF
 GY2601'THE ROAD, 132 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GY2601'SCHOOL, 19 FEET SOUTHEAST OF A 15-INCH WALNUT TREE IN A FENCE
 GY2601'CORNER, 1 FOOT NORTHEAST OF SCHOOL YARD FENCE, 26 FEET SOUTHEAST
 GY2601'OF THE CENTER LINE OF A ROAD LEADING THRU SCHOOL YARD, 2 FEET
 GY2601'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE
 GY2601'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GY2601'INCHES.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT
 GY2601'STURGEON BY GOING ABOUT 0.15 MILE SOUTH ALONG A GRAVEL ROAD,
 GY2601'THENCE ABOUT 2.55 MILES EAST ALONG A GRAVEL ROAD.  THE ROAD IS
 GY2601'STATE HIGHWAY 846.
 GY2601
 GY2601                          STATION RECOVERY (1957)
 GY2601
 GY2601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2760 ***********************************************************************
 GY2760  DESIGNATION -  H 168
 GY2760  PID         -  GY2760
 GY2760  STATE/COUNTY-  KY/OWSLEY
 GY2760  USGS QUAD   -  MISTLETOE (1979)
 GY2760
 GY2760                         *CURRENT SURVEY CONTROL
 GY2760  ___________________________________________________________________
 GY2760* NAD 83(1986)-  37 18 59.     (N)    083 35 16.     (W)     SCALED    
 GY2760* NAVD 88     -       266.861  (meters)     875.53   (feet)  ADJUSTED  
 GY2760  ___________________________________________________________________
 GY2760  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GY2760  DYNAMIC HT  -         266.648 (meters)     874.83  (feet)  COMP
 GY2760  MODELED GRAV-     979,827.5   (mgal)                       NAVD 88
 GY2760
 GY2760  VERT ORDER  -  SECOND    CLASS 0
 GY2760
 GY2760.The horizontal coordinates were scaled from a topographic map and have
 GY2760.an estimated accuracy of +/- 6 seconds.
 GY2760
 GY2760.The orthometric height was determined by differential leveling
 GY2760.and adjusted by the National Geodetic Survey in June 1991..
 GY2760
 GY2760.The geoid height was determined by GEOID03.
 GY2760
 GY2760.The dynamic height is computed by dividing the NAVD 88
 GY2760.geopotential number by the normal gravity value computed on the
 GY2760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2760.degrees latitude (g = 980.6199 gals.).
 GY2760
 GY2760.The modeled gravity was interpolated from observed gravity values.
 GY2760
 GY2760;                    North         East    Units  Estimated Accuracy
 GY2760;SPC KY1Z     - 1,111,320.    1,691,640.      MT  (+/- 180 meters Scaled)
 GY2760
 GY2760                          SUPERSEDED SURVEY CONTROL
 GY2760
 GY2760  NGVD 29 (??/??/92)  267.020  (m)          876.05   (f) ADJ UNCH    2 0
 GY2760
 GY2760.Superseded values are not recommended for survey control.
 GY2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2760.See file dsdata.txt to determine how the superseded data were derived.
 GY2760
 GY2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB706331(NAD 83)
 GY2760_MARKER: DB = BENCH MARK DISK
 GY2760_SETTING: 66 = SET IN ROCK OUTCROP
 GY2760_SP_SET: ROCK CLIFF
 GY2760_STAMPING: H 168 1950 876.048
 GY2760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2760+STABILITY: POSITION/ELEVATION WELL
 GY2760
 GY2760  HISTORY     - Date     Condition        Report By
 GY2760  HISTORY     - 1950     MONUMENTED       CGS
 GY2760  HISTORY     - 1957     GOOD             NGS
 GY2760
 GY2760                          STATION DESCRIPTION
 GY2760
 GY2760'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2760'0.4 MI NW FROM MISTLETOE.
 GY2760'ABOUT 0.4 MILE NORTHWEST ALONG A ROAD FOLLOWING BUFFALO CREEK
 GY2760'FROM THE POST OFFICE AT MISTLETOE, ABOUT 0.85 MILE SOUTHEAST
 GY2760'OF A GROUP OF OIL TANKS, ABOUT 0.55 MILE SOUTHEAST OF FAITH HILL
 GY2760'MISSION, 33 FEET NORTH OF THE CENTER LINE OF ROAD, 80 FEET NORTH
 GY2760'OF CENTER OF CREEK, 100 YARDS WEST OF A FARM HOUSE, 30 YARDS
 GY2760'EAST OF A CREEK BRANCH NORTH, SET IN THE TOP OF THE LIP OF A
 GY2760'SMALL CAVE IN ROCK CLIFF, ABOUT 3 1/2 FEET ABOVE THE ROAD AND
 GY2760'SET HORIZONTALLY IN A DRILL HOLE.
 GY2760
 GY2760                          STATION RECOVERY (1957)
 GY2760
 GY2760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2924 ***********************************************************************
 GY2924  DESIGNATION -  H 169
 GY2924  PID         -  GY2924
 GY2924  STATE/COUNTY-  KY/BREATHITT
 GY2924  USGS QUAD   -  TALLEGA (1976)
 GY2924
 GY2924                         *CURRENT SURVEY CONTROL
 GY2924  ___________________________________________________________________
 GY2924* NAD 83(1986)-  37 30 05.     (N)    083 32 31.     (W)     SCALED    
 GY2924* NAVD 88     -       210.417  (meters)     690.34   (feet)  ADJUSTED  
 GY2924  ___________________________________________________________________
 GY2924  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GY2924  DYNAMIC HT  -         210.253 (meters)     689.81  (feet)  COMP
 GY2924  MODELED GRAV-     979,847.3   (mgal)                       NAVD 88
 GY2924
 GY2924  VERT ORDER  -  SECOND    CLASS 0
 GY2924
 GY2924.The horizontal coordinates were scaled from a topographic map and have
 GY2924.an estimated accuracy of +/- 6 seconds.
 GY2924
 GY2924.The orthometric height was determined by differential leveling
 GY2924.and adjusted by the National Geodetic Survey in June 1991..
 GY2924
 GY2924.The geoid height was determined by GEOID03.
 GY2924
 GY2924.The dynamic height is computed by dividing the NAVD 88
 GY2924.geopotential number by the normal gravity value computed on the
 GY2924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2924.degrees latitude (g = 980.6199 gals.).
 GY2924
 GY2924.The modeled gravity was interpolated from observed gravity values.
 GY2924
 GY2924;                    North         East    Units  Estimated Accuracy
 GY2924;SPC KY1Z     - 1,131,940.    1,695,210.      MT  (+/- 180 meters Scaled)
 GY2924
 GY2924                          SUPERSEDED SURVEY CONTROL
 GY2924
 GY2924  NGVD 29 (??/??/92)  210.576  (m)          690.86   (f) ADJ UNCH    2 0
 GY2924
 GY2924.Superseded values are not recommended for survey control.
 GY2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2924.See file dsdata.txt to determine how the superseded data were derived.
 GY2924
 GY2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB753535(NAD 83)
 GY2924_MARKER: DB = BENCH MARK DISK
 GY2924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2924_SP_SET: STEP
 GY2924_STAMPING: H 169 1950 690.865
 GY2924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2924
 GY2924  HISTORY     - Date     Condition        Report By
 GY2924  HISTORY     - 1950     MONUMENTED       CGS
 GY2924  HISTORY     - 1957     GOOD             NGS
 GY2924  HISTORY     - 20020722 MARK NOT FOUND   KYDT
 GY2924
 GY2924                          STATION DESCRIPTION
 GY2924
 GY2924'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2924'AT JETT CREEK.
 GY2924'AT JETT CREEK, SET IN THE TOP OF THE SOUTHEAST END OF THE SECOND
 GY2924'CONCRETE STEP FROM THE BOTTOM TO THE PORCH OF JOHNSONS STORE
 GY2924'HOUSING POST OFFICE AT JETT CREEK, ABOUT 100 YARDS SOUTHWEST OF
 GY2924'FORD ACROSS MIDDLE FORK OF KENTUCKY RIVER AT JETT CREEK, ABOUT
 GY2924'80 YARDS WEST OF THE MOUTH OF JETT CREEK AND SET HORIZONTALLY IN
 GY2924'A DRILL HOLE.
 GY2924
 GY2924                          STATION RECOVERY (1957)
 GY2924
 GY2924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2924'RECOVERED IN GOOD CONDITION.
 GY2924
 GY2924                          STATION RECOVERY (2002)
 GY2924
 GY2924'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2924'ACCORDING TO LOCALS, THIS BUILDING RAZED SEVERAL YEARS AGO, NO SIGN OF
 GY2924'RESET, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0401 ***********************************************************************
 GD0401  DESIGNATION -  H 17
 GD0401  PID         -  GD0401
 GD0401  STATE/COUNTY-  KY/GRAVES
 GD0401  USGS QUAD   -  WATER VALLEY (1981)
 GD0401
 GD0401                         *CURRENT SURVEY CONTROL
 GD0401  ___________________________________________________________________
 GD0401* NAD 83(1986)-  36 33 54.     (N)    088 48 35.     (W)     SCALED    
 GD0401* NAVD 88     -       117.890  (meters)     386.78   (feet)  ADJUSTED  
 GD0401  ___________________________________________________________________
 GD0401  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GD0401  DYNAMIC HT  -         117.797 (meters)     386.47  (feet)  COMP
 GD0401  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 GD0401
 GD0401  VERT ORDER  -  SECOND    CLASS 0
 GD0401
 GD0401.The horizontal coordinates were scaled from a topographic map and have
 GD0401.an estimated accuracy of +/- 6 seconds.
 GD0401
 GD0401.The orthometric height was determined by differential leveling
 GD0401.and adjusted by the National Geodetic Survey in June 1991..
 GD0401
 GD0401.The geoid height was determined by GEOID03.
 GD0401
 GD0401.The dynamic height is computed by dividing the NAVD 88
 GD0401.geopotential number by the normal gravity value computed on the
 GD0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0401.degrees latitude (g = 980.6199 gals.).
 GD0401
 GD0401.The modeled gravity was interpolated from observed gravity values.
 GD0401
 GD0401;                    North         East    Units  Estimated Accuracy
 GD0401;SPC KY1Z     - 1,030,200.    1,226,110.      MT  (+/- 180 meters Scaled)
 GD0401
 GD0401                          SUPERSEDED SURVEY CONTROL
 GD0401
 GD0401  NGVD 29 (??/??/??)  117.875  (m)          386.73   (f) ADJUSTED    2 0
 GD0401
 GD0401.Superseded values are not recommended for survey control.
 GD0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0401.See file dsdata.txt to determine how the superseded data were derived.
 GD0401
 GD0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF380481(NAD 83)
 GD0401_MARKER: DB = BENCH MARK DISK
 GD0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0401_SP_SET: PLATFORM
 GD0401_STAMPING: H 17 1933
 GD0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0401
 GD0401  HISTORY     - Date     Condition        Report By
 GD0401  HISTORY     - 1933     MONUMENTED       CGS
 GD0401  HISTORY     - 20020817 MARK NOT FOUND   USACE
 GD0401
 GD0401                          STATION DESCRIPTION
 GD0401
 GD0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0401'AT WATER VALLEY.
 GD0401'AT WATER VALLEY, GRAVES COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 GD0401'8 YARDS NORTH OF THE NORTH END OF THE STATION, AT MILEPOST 264,
 GD0401'27 YARDS WEST OF THE CENTERLINE OF THE MAIN TRACK, IN FRONT OF
 GD0401'THE POST OFFICE, AT THE NORTH END OF THE CONCRETE PLATFORM, AND
 GD0401'5 YARDS WEST OF THE SIDEWALK, A STANDARD DISK, STAMPED H 17 1933.
 GD0401
 GD0401                          STATION RECOVERY (2002)
 GD0401
 GD0401'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0401'MARK DESTROYED. OLD BUILDINGS AND PLATFORM ARE NOW BEING TORN DOWN.
 GD0401'PLATFORM COMPLETELY REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2164 ***********************************************************************
 GY2164  DESIGNATION -  H 170
 GY2164  PID         -  GY2164
 GY2164  STATE/COUNTY-  KY/BREATHITT
 GY2164  USGS QUAD   -  CANOE (1976)
 GY2164
 GY2164                         *CURRENT SURVEY CONTROL
 GY2164  ___________________________________________________________________
 GY2164* NAD 83(1986)-  37 29 15.     (N)    083 28 48.     (W)     SCALED    
 GY2164* NAVD 88     -       218.024  (meters)     715.30   (feet)  ADJUSTED  
 GY2164  ___________________________________________________________________
 GY2164  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GY2164  DYNAMIC HT  -         217.854 (meters)     714.74  (feet)  COMP
 GY2164  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 GY2164
 GY2164  VERT ORDER  -  SECOND    CLASS 0
 GY2164
 GY2164.The horizontal coordinates were scaled from a topographic map and have
 GY2164.an estimated accuracy of +/- 6 seconds.
 GY2164
 GY2164.The orthometric height was determined by differential leveling
 GY2164.and adjusted by the National Geodetic Survey in June 1991..
 GY2164
 GY2164.The geoid height was determined by GEOID03.
 GY2164
 GY2164.The dynamic height is computed by dividing the NAVD 88
 GY2164.geopotential number by the normal gravity value computed on the
 GY2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2164.degrees latitude (g = 980.6199 gals.).
 GY2164
 GY2164.The modeled gravity was interpolated from observed gravity values.
 GY2164
 GY2164;                    North         East    Units  Estimated Accuracy
 GY2164;SPC KY1Z     - 1,130,530.    1,700,730.      MT  (+/- 180 meters Scaled)
 GY2164
 GY2164                          SUPERSEDED SURVEY CONTROL
 GY2164
 GY2164  NGVD 29 (??/??/92)  218.182  (m)          715.82   (f) ADJ UNCH    2 0
 GY2164
 GY2164.Superseded values are not recommended for survey control.
 GY2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2164.See file dsdata.txt to determine how the superseded data were derived.
 GY2164
 GY2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB807518(NAD 83)
 GY2164_MARKER: DD = SURVEY DISK
 GY2164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2164_SP_SET: BRIDGE
 GY2164_STAMPING: H 170 1950 715.819
 GY2164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2164+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GY2164
 GY2164  HISTORY     - Date     Condition        Report By
 GY2164  HISTORY     - 1950     MONUMENTED       DOD
 GY2164  HISTORY     - 1950     GOOD             NGS
 GY2164  HISTORY     - 1957     GOOD             NGS
 GY2164  HISTORY     - 19960625 GOOD             KYDT
 GY2164  HISTORY     - 20020730 GOOD             KYDT
 GY2164
 GY2164                          STATION DESCRIPTION
 GY2164
 GY2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2164'2.6 MI NE FROM TURKEY.
 GY2164'ABOUT 2.65 MILES NORTHEAST ALONG STATE HIGHWAY 30 FROM THE
 GY2164'SCHOOL AT TURKEY, ABOUT 0.1 MILE NORTHEAST OF THE JUNCTION OF
 GY2164'STATE HIGHWAY 315 LEADING SOUTH, SET IN THE TOP OF THE NORTHWEST
 GY2164'END OF THE NORTHEAST CONCRETE ABUTMENT OF STEEL BRIDGE OVER
 GY2164'MIDDLE FORK OF KENTUCKY RIVER, 13 FEET NORTHWEST OF THE CENTER LINE
 GY2164'OF THE HIGHWAY, 1.2 FEET NORTHWEST OF CONCRETE BANISTER AND
 GY2164'ABOUT LEVEL WITH HIGHWAY.  MARK FOUND UN-STAMPED AND ASSIGNED
 GY2164'OUR NEXT DESIGNATION.
 GY2164
 GY2164                          STATION RECOVERY (1957)
 GY2164
 GY2164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2164'RECOVERED IN GOOD CONDITION.
 GY2164
 GY2164                          STATION RECOVERY (1996)
 GY2164
 GY2164'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2164'RECOVERED IN GOOD CONDITION.
 GY2164
 GY2164                          STATION RECOVERY (2002)
 GY2164
 GY2164'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2102 ***********************************************************************
 GY2102  DESIGNATION -  H 171
 GY2102  PID         -  GY2102
 GY2102  STATE/COUNTY-  KY/PERRY
 GY2102  USGS QUAD   -  KRYPTON (1972)
 GY2102
 GY2102                         *CURRENT SURVEY CONTROL
 GY2102  ___________________________________________________________________
 GY2102* NAD 83(1986)-  37 21 12.     (N)    083 19 14.     (W)     SCALED    
 GY2102* NAVD 88     -       249.764  (meters)     819.43   (feet)  ADJUSTED  
 GY2102  ___________________________________________________________________
 GY2102  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY2102  DYNAMIC HT  -         249.572 (meters)     818.80  (feet)  COMP
 GY2102  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 GY2102
 GY2102  VERT ORDER  -  SECOND    CLASS 0
 GY2102
 GY2102.The horizontal coordinates were scaled from a topographic map and have
 GY2102.an estimated accuracy of +/- 6 seconds.
 GY2102
 GY2102.The orthometric height was determined by differential leveling
 GY2102.and adjusted by the National Geodetic Survey in June 1991..
 GY2102
 GY2102.The geoid height was determined by GEOID03.
 GY2102
 GY2102.The dynamic height is computed by dividing the NAVD 88
 GY2102.geopotential number by the normal gravity value computed on the
 GY2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2102.degrees latitude (g = 980.6199 gals.).
 GY2102
 GY2102.The modeled gravity was interpolated from observed gravity values.
 GY2102
 GY2102;                    North         East    Units  Estimated Accuracy
 GY2102;SPC KY1Z     - 1,116,010.    1,715,210.      MT  (+/- 180 meters Scaled)
 GY2102
 GY2102                          SUPERSEDED SURVEY CONTROL
 GY2102
 GY2102  NGVD 29 (??/??/92)  249.937  (m)          820.00   (f) ADJ UNCH    2 0
 GY2102
 GY2102.Superseded values are not recommended for survey control.
 GY2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2102.See file dsdata.txt to determine how the superseded data were derived.
 GY2102
 GY2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB944365(NAD 83)
 GY2102_MARKER: DB = BENCH MARK DISK
 GY2102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2102_SP_SET: BRIDGE
 GY2102_STAMPING: H 171 1950 820.002
 GY2102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2102+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 GY2102
 GY2102  HISTORY     - Date     Condition        Report By
 GY2102  HISTORY     - 1950     MONUMENTED       CGS
 GY2102  HISTORY     - 1956     GOOD             NGS
 GY2102  HISTORY     - 19960610 GOOD             KYDT
 GY2102  HISTORY     - 19960624 GOOD             KYDT
 GY2102
 GY2102                          STATION DESCRIPTION
 GY2102
 GY2102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2102'2.6 MI E FROM CHAVIES.
 GY2102'2.65 MILES EAST ALONG STATE HIGHWAY 28 FROM THE EAST END OF
 GY2102'BRIDGE OVER NORTH FORK OF KENTUCKY RIVER AT CHAVIES, IN THE
 GY2102'TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF A 105-FOOT
 GY2102'CONCRETE BRIDGE OVER GRAPEVINE CREEK, 14 1/2 FEET NORTHEAST
 GY2102'OF CENTER LINE OF HIGHWAY, 1.8 FEET NORTHEAST OF CONCRETE GUARD
 GY2102'RAIL AND ABOUT 0.5 FOOT ABOVE LEVEL OF BRIDGE FLOOR.
 GY2102
 GY2102                          STATION RECOVERY (1996)
 GY2102
 GY2102'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2102'RECOVERED IN GOOD CONDITION.
 GY2102
 GY2102                          STATION RECOVERY (1996)
 GY2102
 GY2102'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2129 ***********************************************************************
 GY2129  DESIGNATION -  H 172
 GY2129  PID         -  GY2129
 GY2129  STATE/COUNTY-  KY/LESLIE
 GY2129  USGS QUAD   -  BUCKHORN (1979)
 GY2129
 GY2129                         *CURRENT SURVEY CONTROL
 GY2129  ___________________________________________________________________
 GY2129* NAD 83(1986)-  37 15 57.     (N)    083 25 28.     (W)     SCALED    
 GY2129* NAVD 88     -       326.766  (meters)    1072.06   (feet)  ADJUSTED  
 GY2129  ___________________________________________________________________
 GY2129  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GY2129  DYNAMIC HT  -         326.508 (meters)    1071.22  (feet)  COMP
 GY2129  MODELED GRAV-     979,832.1   (mgal)                       NAVD 88
 GY2129
 GY2129  VERT ORDER  -  SECOND    CLASS 0
 GY2129
 GY2129.The horizontal coordinates were scaled from a topographic map and have
 GY2129.an estimated accuracy of +/- 6 seconds.
 GY2129
 GY2129.The orthometric height was determined by differential leveling
 GY2129.and adjusted by the National Geodetic Survey in June 1991..
 GY2129
 GY2129.The geoid height was determined by GEOID03.
 GY2129
 GY2129.The dynamic height is computed by dividing the NAVD 88
 GY2129.geopotential number by the normal gravity value computed on the
 GY2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2129.degrees latitude (g = 980.6199 gals.).
 GY2129
 GY2129.The modeled gravity was interpolated from observed gravity values.
 GY2129
 GY2129;                    North         East    Units  Estimated Accuracy
 GY2129;SPC KY1Z     - 1,106,060.    1,706,250.      MT  (+/- 180 meters Scaled)
 GY2129
 GY2129                          SUPERSEDED SURVEY CONTROL
 GY2129
 GY2129  NGVD 29 (??/??/92)  326.933  (m)         1072.61   (f) ADJ UNCH    2 0
 GY2129
 GY2129.Superseded values are not recommended for survey control.
 GY2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2129.See file dsdata.txt to determine how the superseded data were derived.
 GY2129
 GY2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB850271(NAD 83)
 GY2129_MARKER: DB = BENCH MARK DISK
 GY2129_SETTING: 80 = SET IN A BOULDER
 GY2129_SP_SET: BOULDER
 GY2129_STAMPING: H 172 1950 1072.613
 GY2129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2129+STABILITY: SURFACE MOTION
 GY2129
 GY2129  HISTORY     - Date     Condition        Report By
 GY2129  HISTORY     - 1950     MONUMENTED       CGS
 GY2129  HISTORY     - 1957     GOOD             NGS
 GY2129
 GY2129                          STATION DESCRIPTION
 GY2129
 GY2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2129'0.8 MI E FROM SHOAL.
 GY2129'ABOUT 0.75 MILE EAST ALONG A ROUGH ROAD LEADING TO CONFLUENCE
 GY2129'FROM THE ELKHORN SCHOOL AT SHOAL, SET HORIZONTALLY IN THE RIDGE
 GY2129'POINTING SOUTHEAST TOWARDS THE ROAD OF A LARGE PARTLY BURIED
 GY2129'SLANTING BOULDER, 26 FEET NORTHWEST OF THE CENTER LINE OF THE
 GY2129'ROAD, 7 FEET NORTHWEST OF THE SOUTHEAST POINT OF EXPOSED PORTION
 GY2129'OF BOULDER, ABOUT 6 FEET LOWER THAN THE HIGHEST POINT OF BOULDER
 GY2129'AND ABOUT 2 1/2 FEET ABOVE THE ROAD.
 GY2129
 GY2129                          STATION RECOVERY (1957)
 GY2129
 GY2129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2390 ***********************************************************************
 GY2390  DESIGNATION -  H 173
 GY2390  PID         -  GY2390
 GY2390  STATE/COUNTY-  KY/PERRY
 GY2390  USGS QUAD   -  BUCKHORN (1979)
 GY2390
 GY2390                         *CURRENT SURVEY CONTROL
 GY2390  ___________________________________________________________________
 GY2390* NAD 83(1986)-  37 20 08.     (N)    083 22 35.     (W)     SCALED    
 GY2390* NAVD 88     -       284.122  (meters)     932.16   (feet)  ADJUSTED  
 GY2390  ___________________________________________________________________
 GY2390  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GY2390  DYNAMIC HT  -         283.900 (meters)     931.43  (feet)  COMP
 GY2390  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 GY2390
 GY2390  VERT ORDER  -  SECOND    CLASS 0
 GY2390
 GY2390.The horizontal coordinates were scaled from a topographic map and have
 GY2390.an estimated accuracy of +/- 6 seconds.
 GY2390
 GY2390.The orthometric height was determined by differential leveling
 GY2390.and adjusted by the National Geodetic Survey in June 1991..
 GY2390
 GY2390.The geoid height was determined by GEOID03.
 GY2390
 GY2390.The dynamic height is computed by dividing the NAVD 88
 GY2390.geopotential number by the normal gravity value computed on the
 GY2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2390.degrees latitude (g = 980.6199 gals.).
 GY2390
 GY2390.The modeled gravity was interpolated from observed gravity values.
 GY2390
 GY2390;                    North         East    Units  Estimated Accuracy
 GY2390;SPC KY1Z     - 1,113,910.    1,710,310.      MT  (+/- 180 meters Scaled)
 GY2390
 GY2390                          SUPERSEDED SURVEY CONTROL
 GY2390
 GY2390  NGVD 29 (??/??/92)  284.292  (m)          932.71   (f) ADJ UNCH    2 0
 GY2390
 GY2390.Superseded values are not recommended for survey control.
 GY2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2390.See file dsdata.txt to determine how the superseded data were derived.
 GY2390
 GY2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB894347(NAD 83)
 GY2390_MARKER: DB = BENCH MARK DISK
 GY2390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2390_SP_SET: CULVERT
 GY2390_STAMPING: H 173 1950 932.715
 GY2390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2390
 GY2390  HISTORY     - Date     Condition        Report By
 GY2390  HISTORY     - 1950     MONUMENTED       CGS
 GY2390  HISTORY     - 1957     POOR             NGS
 GY2390  HISTORY     - 19960612 POOR             KYDT
 GY2390  HISTORY     - 19960625 POOR             KYDT
 GY2390
 GY2390                          STATION DESCRIPTION
 GY2390
 GY2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2390'1.9 MI W FROM CHAVIES.
 GY2390'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAY 28 FROM THE LOUISVILLE
 GY2390'AND NASHVILLE RAILROAD STATION AT CHAVIES, ABOUT 1.55 MILES WEST
 GY2390'OF THE JUNCTION OF STATE HIGHWAY 451 LEADING SOUTH, SET IN THE
 GY2390'TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 20-FOOT
 GY2390'CONCRETE CULVERT, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GY2390'HIGHWAY AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
 GY2390
 GY2390                          STATION RECOVERY (1957)
 GY2390
 GY2390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2390'MARK RECOVERED IN POOR CONDITION.
 GY2390
 GY2390                          STATION RECOVERY (1996)
 GY2390
 GY2390'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2390'MARK IS LEVEL WITH ROAD, MUTILATED BUT SOLID.
 GY2390
 GY2390                          STATION RECOVERY (1996)
 GY2390
 GY2390'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2390'MARK IS NOW LEVEL WITH ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2265 ***********************************************************************
 GY2265  DESIGNATION -  H 174
 GY2265  PID         -  GY2265
 GY2265  STATE/COUNTY-  KY/LESLIE
 GY2265  USGS QUAD   -  KRYPTON (1972)
 GY2265
 GY2265                         *CURRENT SURVEY CONTROL
 GY2265  ___________________________________________________________________
 GY2265* NAD 83(1986)-  37 16 54.     (N)    083 21 13.     (W)     SCALED    
 GY2265* NAVD 88     -       329.263  (meters)    1080.26   (feet)  ADJUSTED  
 GY2265  ___________________________________________________________________
 GY2265  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY2265  DYNAMIC HT  -         329.002 (meters)    1079.40  (feet)  COMP
 GY2265  MODELED GRAV-     979,828.6   (mgal)                       NAVD 88
 GY2265
 GY2265  VERT ORDER  -  SECOND    CLASS 0
 GY2265
 GY2265.The horizontal coordinates were scaled from a topographic map and have
 GY2265.an estimated accuracy of +/- 6 seconds.
 GY2265
 GY2265.The orthometric height was determined by differential leveling
 GY2265.and adjusted by the National Geodetic Survey in June 1991..
 GY2265
 GY2265.The geoid height was determined by GEOID03.
 GY2265
 GY2265.The dynamic height is computed by dividing the NAVD 88
 GY2265.geopotential number by the normal gravity value computed on the
 GY2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2265.degrees latitude (g = 980.6199 gals.).
 GY2265
 GY2265.The modeled gravity was interpolated from observed gravity values.
 GY2265
 GY2265;                    North         East    Units  Estimated Accuracy
 GY2265;SPC KY1Z     - 1,107,980.    1,712,490.      MT  (+/- 180 meters Scaled)
 GY2265
 GY2265                          SUPERSEDED SURVEY CONTROL
 GY2265
 GY2265  NGVD 29 (??/??/92)  329.432  (m)         1080.81   (f) ADJ UNCH    2 0
 GY2265
 GY2265.Superseded values are not recommended for survey control.
 GY2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2265.See file dsdata.txt to determine how the superseded data were derived.
 GY2265
 GY2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB913287(NAD 83)
 GY2265_MARKER: DB = BENCH MARK DISK
 GY2265_SETTING: 66 = SET IN ROCK OUTCROP
 GY2265_SP_SET: ROCK LEDGE
 GY2265_STAMPING: H 174 1950 1080.811
 GY2265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2265+STABILITY: POSITION/ELEVATION WELL
 GY2265
 GY2265  HISTORY     - Date     Condition        Report By
 GY2265  HISTORY     - 1950     MONUMENTED       CGS
 GY2265  HISTORY     - 1957     GOOD             NGS
 GY2265
 GY2265                          STATION DESCRIPTION
 GY2265
 GY2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2265'2.4 MI NE FROM CONFLUENCE.
 GY2265'ABOUT 2.45 MILES EAST AND NORTHEAST ALONG A ROUGH ROAD FROM THE
 GY2265'POST OFFICE AT CONFLUENCE, ABOUT 1.0 MILE NORTHEAST OF TRACE
 GY2265'BRANCH SCHOOL, ABOUT 0.35 MILE SOUTHWEST OF THE TOP OF A GRADE
 GY2265'AND THE LESLIE-PERRY COUNTY LINE, ABOUT 0.65 MILE NORTHEAST OF
 GY2265'PHRONIA HOWARD STORE, SET VERTICALLY IN THE SMOOTH VERTICAL FACE
 GY2265'OF A ROCK LEDGE IN CUT, 12 FEET NORTHWEST OF THE CENTER LINE OF
 GY2265'THE ROAD, 35 YARDS SOUTHWEST OF THE NORTHEAST END OF ROCKY PART
 GY2265'OF CUT, 15 YARDS NORTHEAST OF THE SOUTHWEST END OF ROCKY PART
 GY2265'OF CUT AND 3 1/2 FEET ABOVE THE ROAD.  NOTE-- MARK IS REACHED
 GY2265'FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT YERKES BY
 GY2265'GOING ABOUT 2.95 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO
 GY2265'KRYPTON, THENCE ABOUT 1.15 MILES SOUTHWEST ALONG A ROUGH ROAD
 GY2265'LEADING TO CONFLUENCE.
 GY2265
 GY2265                          STATION RECOVERY (1957)
 GY2265
 GY2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1920 ***********************************************************************
 GY1920  DESIGNATION -  H 175
 GY1920  PID         -  GY1920
 GY1920  STATE/COUNTY-  KY/BREATHITT
 GY1920  USGS QUAD   -  CANOE (1976)
 GY1920
 GY1920                         *CURRENT SURVEY CONTROL
 GY1920  ___________________________________________________________________
 GY1920* NAD 83(1986)-  37 24 41.     (N)    083 22 40.     (W)     SCALED    
 GY1920* NAVD 88     -       237.331  (meters)     778.64   (feet)  ADJUSTED  
 GY1920  ___________________________________________________________________
 GY1920  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GY1920  DYNAMIC HT  -         237.149 (meters)     778.05  (feet)  COMP
 GY1920  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 GY1920
 GY1920  VERT ORDER  -  FIRST     CLASS I
 GY1920
 GY1920.The horizontal coordinates were scaled from a topographic map and have
 GY1920.an estimated accuracy of +/- 6 seconds.
 GY1920
 GY1920.The orthometric height was determined by differential leveling
 GY1920.and adjusted by the National Geodetic Survey in June 1991..
 GY1920
 GY1920.The geoid height was determined by GEOID03.
 GY1920
 GY1920.The dynamic height is computed by dividing the NAVD 88
 GY1920.geopotential number by the normal gravity value computed on the
 GY1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1920.degrees latitude (g = 980.6199 gals.).
 GY1920
 GY1920.The modeled gravity was interpolated from observed gravity values.
 GY1920
 GY1920;                    North         East    Units  Estimated Accuracy
 GY1920;SPC KY1Z     - 1,122,320.    1,709,980.      MT  (+/- 180 meters Scaled)
 GY1920
 GY1920                          SUPERSEDED SURVEY CONTROL
 GY1920
 GY1920  NGVD 29 (??/??/92)  237.495  (m)          779.18   (f) ADJ UNCH    1 1
 GY1920
 GY1920.Superseded values are not recommended for survey control.
 GY1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1920.See file dsdata.txt to determine how the superseded data were derived.
 GY1920
 GY1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB895431(NAD 83)
 GY1920_MARKER: DB = BENCH MARK DISK
 GY1920_SETTING: 66 = SET IN ROCK OUTCROP
 GY1920_SP_SET: ROCK OUTCROP
 GY1920_STAMPING: H 175 1950 779.182
 GY1920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1920+STABILITY: POSITION/ELEVATION WELL
 GY1920
 GY1920  HISTORY     - Date     Condition        Report By
 GY1920  HISTORY     - 1950     MONUMENTED       CGS
 GY1920  HISTORY     - 1967     GOOD             NGS
 GY1920
 GY1920                          STATION DESCRIPTION
 GY1920
 GY1920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1920'9.1 MI NW FROM CHAVIES.
 GY1920'ABOUT 9.1 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY1920'RAILROAD FROM DUFFS GENERAL STORE AT CHAVIES, 20 1/2 RAILS SOUTHEAST
 GY1920'OF MILEPOST 214, 4 RAILS SOUTHEAST OF A STONE HEAD WALL ON A
 GY1920'CULVERT, 53 FEET SOUTHWEST AND ACROSS THE TRACK FROM THE 5TH
 GY1920'TELEPHONE POLE SOUTHEAST OF MILEPOST 214, 15 FEET SOUTHWEST OF THE
 GY1920'SOUTHWEST RAIL OF THE TRACK, SET IN THE TOP OF A ROCK OUTCROP,
 GY1920'2 1/2 FEET SOUTHWEST OF THE NORTHEAST END OF THE OUTCROP, AND
 GY1920'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0979 ***********************************************************************
 GZ0979  DESIGNATION -  H 176
 GZ0979  PID         -  GZ0979
 GZ0979  STATE/COUNTY-  KY/LINCOLN
 GZ0979  USGS QUAD   -  CRAB ORCHARD (1952)
 GZ0979
 GZ0979                         *CURRENT SURVEY CONTROL
 GZ0979  ___________________________________________________________________
 GZ0979* NAD 83(1986)-  37 24 38.     (N)    084 32 46.     (W)     SCALED    
 GZ0979* NAVD 88     -       396.851  (meters)    1302.00   (feet)  ADJUSTED  
 GZ0979  ___________________________________________________________________
 GZ0979  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GZ0979  DYNAMIC HT  -         396.543 (meters)    1300.99  (feet)  COMP
 GZ0979  MODELED GRAV-     979,840.1   (mgal)                       NAVD 88
 GZ0979
 GZ0979  VERT ORDER  -  SECOND    CLASS 0
 GZ0979
 GZ0979.The horizontal coordinates were scaled from a topographic map and have
 GZ0979.an estimated accuracy of +/- 6 seconds.
 GZ0979
 GZ0979.The orthometric height was determined by differential leveling
 GZ0979.and adjusted by the National Geodetic Survey in June 1991..
 GZ0979
 GZ0979.The geoid height was determined by GEOID03.
 GZ0979
 GZ0979.The dynamic height is computed by dividing the NAVD 88
 GZ0979.geopotential number by the normal gravity value computed on the
 GZ0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0979.degrees latitude (g = 980.6199 gals.).
 GZ0979
 GZ0979.The modeled gravity was interpolated from observed gravity values.
 GZ0979
 GZ0979;                    North         East    Units  Estimated Accuracy
 GZ0979;SPC KY1Z     - 1,120,240.    1,606,570.      MT  (+/- 180 meters Scaled)
 GZ0979
 GZ0979                          SUPERSEDED SURVEY CONTROL
 GZ0979
 GZ0979  NGVD 29 (??/??/92)  396.993  (m)         1302.47   (f) ADJ UNCH    2 0
 GZ0979
 GZ0979.Superseded values are not recommended for survey control.
 GZ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0979.See file dsdata.txt to determine how the superseded data were derived.
 GZ0979
 GZ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG171432(NAD 83)
 GZ0979_MARKER: DB = BENCH MARK DISK
 GZ0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0979_STAMPING: H 176 1950 1302.468
 GZ0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0979+STABILITY: SURFACE MOTION
 GZ0979
 GZ0979  HISTORY     - Date     Condition        Report By
 GZ0979  HISTORY     - 1950     MONUMENTED       CGS
 GZ0979  HISTORY     - 1958     GOOD             NGS
 GZ0979
 GZ0979                          STATION DESCRIPTION
 GZ0979
 GZ0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0979'2 MI N FROM BROUGHTENTOWN.
 GZ0979'ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GZ0979'BROUGHTENTOWN, AT MT. OLIVE CHRISTIAN CHURCH, AT THE JUNCTION OF A
 GZ0979'ROAD WEST AND A CURVE IN THE MAIN ROAD WITH TANGENTS EAST AND
 GZ0979'SOUTH, 173 FEET WEST OF THE CENTER OF THE JUNCTION, 60 1/2 FEET
 GZ0979'NORTHEAST OF A POWER POLE, 52 FEET NORTH OF THE CENTER LINE OF THE
 GZ0979'ROAD WEST, 54 FEET WEST OF THE SOUTHWEST CORNER OF CHURCH AND IN
 GZ0979'LINE WITH THE SOUTH FACE OF BUILDING, 36 FEET SOUTH-SOUTHWEST
 GZ0979'OF THE WEST ONE OF TWO 30-INCH OAK TREES, 1 1/2 FEET SOUTH OF A
 GZ0979'WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE ROAD AND SET
 GZ0979'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0979
 GZ0979                          STATION RECOVERY (1958)
 GZ0979
 GZ0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1060 ***********************************************************************
 GZ1060  DESIGNATION -  H 177
 GZ1060  PID         -  GZ1060
 GZ1060  STATE/COUNTY-  KY/PULASKI
 GZ1060  USGS QUAD   -  WOODSTOCK (1979)
 GZ1060
 GZ1060                         *CURRENT SURVEY CONTROL
 GZ1060  ___________________________________________________________________
 GZ1060* NAD 83(1986)-  37 16 59.     (N)    084 30 29.     (W)     SCALED    
 GZ1060* NAVD 88     -       341.686  (meters)    1121.01   (feet)  ADJUSTED  
 GZ1060  ___________________________________________________________________
 GZ1060  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GZ1060  DYNAMIC HT  -         341.427 (meters)    1120.17  (feet)  COMP
 GZ1060  MODELED GRAV-     979,860.4   (mgal)                       NAVD 88
 GZ1060
 GZ1060  VERT ORDER  -  SECOND    CLASS 0
 GZ1060
 GZ1060.The horizontal coordinates were scaled from a topographic map and have
 GZ1060.an estimated accuracy of +/- 6 seconds.
 GZ1060
 GZ1060.The orthometric height was determined by differential leveling
 GZ1060.and adjusted by the National Geodetic Survey in June 1991..
 GZ1060
 GZ1060.The geoid height was determined by GEOID03.
 GZ1060
 GZ1060.The dynamic height is computed by dividing the NAVD 88
 GZ1060.geopotential number by the normal gravity value computed on the
 GZ1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1060.degrees latitude (g = 980.6199 gals.).
 GZ1060
 GZ1060.The modeled gravity was interpolated from observed gravity values.
 GZ1060
 GZ1060;                    North         East    Units  Estimated Accuracy
 GZ1060;SPC KY1Z     - 1,106,140.    1,610,130.      MT  (+/- 180 meters Scaled)
 GZ1060
 GZ1060                          SUPERSEDED SURVEY CONTROL
 GZ1060
 GZ1060  NGVD 29 (??/??/92)  341.842  (m)         1121.53   (f) ADJ UNCH    2 0
 GZ1060
 GZ1060.Superseded values are not recommended for survey control.
 GZ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1060.See file dsdata.txt to determine how the superseded data were derived.
 GZ1060
 GZ1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG209291(NAD 83)
 GZ1060_MARKER: DB = BENCH MARK DISK
 GZ1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1060_STAMPING: H 177 1950 1121.527
 GZ1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1060+STABILITY: SURFACE MOTION
 GZ1060
 GZ1060  HISTORY     - Date     Condition        Report By
 GZ1060  HISTORY     - 1950     MONUMENTED       CGS
 GZ1060  HISTORY     - 1958     GOOD             NGS
 GZ1060  HISTORY     - 1984     GOOD             KYDT
 GZ1060
 GZ1060                          STATION DESCRIPTION
 GZ1060
 GZ1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1060'1.6 MI N FROM WOODSTOCK.
 GZ1060'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE CROSSROADS
 GZ1060'AT WOODSTOCK, ABOUT 0.75 MILE SOUTH OF THE CROSSROADS AT BANDY,
 GZ1060'AT THE JUNCTION OF A ROAD EAST, 36 FEET WEST OF THE CENTER
 GZ1060'LINE OF THE HIGHWAY, 18 FEET SOUTH OF THE PROLONGED CENTER
 GZ1060'LINE OF THE ROAD EAST, 24 1/2 FEET WEST OF THE SOUTH END OF A
 GZ1060'12-INCH PIPE CULVERT UNDER FARM DRIVE WEST, 55 FEET NORTH-NORTHWEST
 GZ1060'OF THE NORTH END OF THE WEST HEAD WALL OF A 14-INCH PIPE CULVERT
 GZ1060'UNDER HIGHWAY, 1 FOOT EAST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A
 GZ1060'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 GZ1060'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1060
 GZ1060                          STATION RECOVERY (1958)
 GZ1060
 GZ1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1060'RECOVERED IN GOOD CONDITION.
 GZ1060
 GZ1060                          STATION RECOVERY (1984)
 GZ1060
 GZ1060'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1000 ***********************************************************************
 GZ1000  DESIGNATION -  H 178
 GZ1000  PID         -  GZ1000
 GZ1000  STATE/COUNTY-  KY/PULASKI
 GZ1000  USGS QUAD   -  EUBANK (1976)
 GZ1000
 GZ1000                         *CURRENT SURVEY CONTROL
 GZ1000  ___________________________________________________________________
 GZ1000* NAD 83(1986)-  37 16 31.     (N)    084 38 24.     (W)     SCALED    
 GZ1000* NAVD 88     -       340.420  (meters)    1116.86   (feet)  ADJUSTED  
 GZ1000  ___________________________________________________________________
 GZ1000  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GZ1000  DYNAMIC HT  -         340.153 (meters)    1115.99  (feet)  COMP
 GZ1000  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 GZ1000
 GZ1000  VERT ORDER  -  FIRST     CLASS II
 GZ1000
 GZ1000.The horizontal coordinates were scaled from a topographic map and have
 GZ1000.an estimated accuracy of +/- 6 seconds.
 GZ1000
 GZ1000.The orthometric height was determined by differential leveling
 GZ1000.and adjusted by the National Geodetic Survey in June 1991..
 GZ1000
 GZ1000.The geoid height was determined by GEOID03.
 GZ1000
 GZ1000.The dynamic height is computed by dividing the NAVD 88
 GZ1000.geopotential number by the normal gravity value computed on the
 GZ1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1000.degrees latitude (g = 980.6199 gals.).
 GZ1000
 GZ1000.The modeled gravity was interpolated from observed gravity values.
 GZ1000
 GZ1000;                    North         East    Units  Estimated Accuracy
 GZ1000;SPC KY1Z     - 1,105,130.    1,598,440.      MT  (+/- 180 meters Scaled)
 GZ1000
 GZ1000                          SUPERSEDED SURVEY CONTROL
 GZ1000
 GZ1000  NGVD 29 (??/??/92)  340.565  (m)         1117.34   (f) ADJ UNCH    1 2
 GZ1000
 GZ1000.Superseded values are not recommended for survey control.
 GZ1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1000.See file dsdata.txt to determine how the superseded data were derived.
 GZ1000
 GZ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG092280(NAD 83)
 GZ1000_MARKER: DB = BENCH MARK DISK
 GZ1000_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ1000_SP_SET: RETAINING WALL
 GZ1000_STAMPING: H 178 1950 1117.337
 GZ1000_MARK LOGO: CGS   
 GZ1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1000+STABILITY: SURFACE MOTION
 GZ1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1000+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 GZ1000
 GZ1000  HISTORY     - Date     Condition        Report By
 GZ1000  HISTORY     - 1950     MONUMENTED       CGS
 GZ1000  HISTORY     - 1958     GOOD             NGS
 GZ1000  HISTORY     - 1984     GOOD             KYDT
 GZ1000  HISTORY     - 1984     GOOD             NGS
 GZ1000  HISTORY     - 20050510 GOOD             KYDT
 GZ1000
 GZ1000                          STATION DESCRIPTION
 GZ1000
 GZ1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1000'1 MI E FROM EUBANK.
 GZ1000'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF
 GZ1000'U.S. HIGHWAY 27 AND EUBANK BAPTIST CHURCH AT EUBANK, ABOUT
 GZ1000'0.2 MILE EAST OF A DIM CROSSROAD, AT A DRIVE WAY TO HOUSE
 GZ1000'OCCUPIED BY JOE SLOAN, SET IN THE TOP OF THE EAST END OF THE
 GZ1000'SOUTH HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT, 19 FEET
 GZ1000'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET WEST OF THE
 GZ1000'CENTER LINE OF THE DRIVE AND ABOUT LEVEL WITH THE HIGHWAY.
 GZ1000
 GZ1000                          STATION RECOVERY (1958)
 GZ1000
 GZ1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1000'RECOVERED IN GOOD CONDITION.
 GZ1000
 GZ1000                          STATION RECOVERY (1984)
 GZ1000
 GZ1000'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1000'RECOVERED IN GOOD CONDITION.
 GZ1000
 GZ1000                          STATION RECOVERY (1984)
 GZ1000
 GZ1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ1000'RECOVERED IN GOOD CONDITION.
 GZ1000
 GZ1000                          STATION RECOVERY (2005)
 GZ1000
 GZ1000'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1000'MARK IS 0.2 MILE EAST ALONG KY 70 FROM JUNCTION OF US 27, AT A DRIVE
 GZ1000'TO HOUSE.
 GZ1000' 
 GZ1000' 
 GZ1000' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0417 ***********************************************************************
 GZ0417  DESIGNATION -  H 179
 GZ0417  PID         -  GZ0417
 GZ0417  STATE/COUNTY-  KY/PULASKI
 GZ0417  USGS QUAD   -  SHOPVILLE (1987)
 GZ0417
 GZ0417                         *CURRENT SURVEY CONTROL
 GZ0417  ___________________________________________________________________
 GZ0417* NAD 83(1986)-  37 12 54.     (N)    084 27 18.     (W)     SCALED    
 GZ0417* NAVD 88     -       305.152  (meters)    1001.15   (feet)  ADJUSTED  
 GZ0417  ___________________________________________________________________
 GZ0417  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GZ0417  DYNAMIC HT  -         304.922 (meters)    1000.40  (feet)  COMP
 GZ0417  MODELED GRAV-     979,869.9   (mgal)                       NAVD 88
 GZ0417
 GZ0417  VERT ORDER  -  SECOND    CLASS 0
 GZ0417
 GZ0417.The horizontal coordinates were scaled from a topographic map and have
 GZ0417.an estimated accuracy of +/- 6 seconds.
 GZ0417
 GZ0417.The orthometric height was determined by differential leveling
 GZ0417.and adjusted by the National Geodetic Survey in June 1991..
 GZ0417
 GZ0417.The geoid height was determined by GEOID03.
 GZ0417
 GZ0417.The dynamic height is computed by dividing the NAVD 88
 GZ0417.geopotential number by the normal gravity value computed on the
 GZ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0417.degrees latitude (g = 980.6199 gals.).
 GZ0417
 GZ0417.The modeled gravity was interpolated from observed gravity values.
 GZ0417
 GZ0417;                    North         East    Units  Estimated Accuracy
 GZ0417;SPC KY1Z     - 1,098,650.    1,614,940.      MT  (+/- 180 meters Scaled)
 GZ0417
 GZ0417                          SUPERSEDED SURVEY CONTROL
 GZ0417
 GZ0417  NGVD 29 (??/??/92)  305.318  (m)         1001.70   (f) ADJ UNCH    2 0
 GZ0417
 GZ0417.Superseded values are not recommended for survey control.
 GZ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0417.See file dsdata.txt to determine how the superseded data were derived.
 GZ0417
 GZ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG258217(NAD 83)
 GZ0417_MARKER: DB = BENCH MARK DISK
 GZ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0417_STAMPING: H 179 1950 1001.697
 GZ0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0417+STABILITY: SURFACE MOTION
 GZ0417
 GZ0417  HISTORY     - Date     Condition        Report By
 GZ0417  HISTORY     - 1950     MONUMENTED       CGS
 GZ0417  HISTORY     - 1958     GOOD             NGS
 GZ0417
 GZ0417                          STATION DESCRIPTION
 GZ0417
 GZ0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0417'4.9 MI N FROM SHOPVILLE.
 GZ0417'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0417'SHOPVILLE, THENCE ABOUT 1.45 MILES NORTHEAST ALONG A GRAVEL
 GZ0417'ROAD, THENCE ABOUT 0.6 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE
 GZ0417'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 461, ABOUT 0.65 MILE
 GZ0417'NORTHEAST OF A BRIDGE OVER BUCK CREEK, ABOUT 0.65 MILE SOUTHWEST
 GZ0417'OF LE ROY SCHOOL, ABOUT 280 FEET NORTH OF THE JUNCTION OF A GRAVEL
 GZ0417'ROAD EAST, 100 FEET NORTHEAST AND ACROSS HIGHWAY FROM THE NORTHEAST
 GZ0417'CORNER OF GILMORE CEMETERY, 91 FEET SOUTHEAST AND ACROSS THE HIGHWAY
 GZ0417'FROM THE SOUTHEAST CORNER OF J.C. POYNTER RESIDENCE, 25 FEET EAST
 GZ0417'OF THE CENTER LINE OF THE HIGHWAY, 16 FEET SOUTH OF THE CENTER LINE
 GZ0417'OF A FARM DRIVE EAST TO A PASTURE, 10 1/2 FEET EAST OF THE SOUTH
 GZ0417'END OF A 12-INCH PIPE CULVERT UNDER DRIVE, 1 1/2 FEET WEST OF A
 GZ0417'FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 GZ0417'ABOUT 2 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GZ0417'POST PROJECTING 4 INCHES.
 GZ0417
 GZ0417                          STATION RECOVERY (1958)
 GZ0417
 GZ0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1075 ***********************************************************************
 GZ1075  DESIGNATION -  H 180
 GZ1075  PID         -  GZ1075
 GZ1075  STATE/COUNTY-  KY/PULASKI
 GZ1075  USGS QUAD   -  BOBTOWN (1987)
 GZ1075
 GZ1075                         *CURRENT SURVEY CONTROL
 GZ1075  ___________________________________________________________________
 GZ1075* NAD 83(1986)-  37 09 31.     (N)    084 32 56.     (W)     SCALED    
 GZ1075* NAVD 88     -       338.663  (meters)    1111.10   (feet)  ADJUSTED  
 GZ1075  ___________________________________________________________________
 GZ1075  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GZ1075  DYNAMIC HT  -         338.403 (meters)    1110.24  (feet)  COMP
 GZ1075  MODELED GRAV-     979,854.8   (mgal)                       NAVD 88
 GZ1075
 GZ1075  VERT ORDER  -  SECOND    CLASS 0
 GZ1075
 GZ1075.The horizontal coordinates were scaled from a topographic map and have
 GZ1075.an estimated accuracy of +/- 6 seconds.
 GZ1075
 GZ1075.The orthometric height was determined by differential leveling
 GZ1075.and adjusted by the National Geodetic Survey in June 1991..
 GZ1075
 GZ1075.The geoid height was determined by GEOID03.
 GZ1075
 GZ1075.The dynamic height is computed by dividing the NAVD 88
 GZ1075.geopotential number by the normal gravity value computed on the
 GZ1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1075.degrees latitude (g = 980.6199 gals.).
 GZ1075
 GZ1075.The modeled gravity was interpolated from observed gravity values.
 GZ1075
 GZ1075;                    North         East    Units  Estimated Accuracy
 GZ1075;SPC KY1Z     - 1,092,280.    1,606,690.      MT  (+/- 180 meters Scaled)
 GZ1075
 GZ1075                          SUPERSEDED SURVEY CONTROL
 GZ1075
 GZ1075  NGVD 29 (??/??/92)  338.820  (m)         1111.61   (f) ADJ UNCH    2 0
 GZ1075
 GZ1075.Superseded values are not recommended for survey control.
 GZ1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1075.See file dsdata.txt to determine how the superseded data were derived.
 GZ1075
 GZ1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG176152(NAD 83)
 GZ1075_MARKER: DB = BENCH MARK DISK
 GZ1075_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1075_SP_SET: ROCK OUTCROP
 GZ1075_STAMPING: H 180 1950 1111.612
 GZ1075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1075+STABILITY: POSITION/ELEVATION WELL
 GZ1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1075+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 GZ1075
 GZ1075  HISTORY     - Date     Condition        Report By
 GZ1075  HISTORY     - 1950     MONUMENTED       CGS
 GZ1075  HISTORY     - 1958     GOOD             NGS
 GZ1075  HISTORY     - 1983     GOOD             KYDT
 GZ1075  HISTORY     - 20050509 GOOD             KYDT
 GZ1075
 GZ1075                          STATION DESCRIPTION
 GZ1075
 GZ1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1075'4.2 MI NW FROM SHOPVILLE.
 GZ1075'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ1075'SHOPVILLE TO JUNCTION OF STATE HIGHWAY 461 AND DIM ROAD NORTH,
 GZ1075'THENCE ABOUT 0.25 MILE NORTH ALONG DIM ROAD, THENCE ABOUT 0.75
 GZ1075'MILE WEST ALONG DIM DIRT ROAD, THENCE ABOUT 0.95 MILE NORTH AND
 GZ1075'NORTHWEST ALONG DIM DIRT ROAD, AT THE RESIDENCE OF S.T. BAKER,
 GZ1075'SET IN THE TOP OF THE EAST SIDE OF A LIMESTONE OUTCROP, 104 1/2
 GZ1075'FEET NORTHEAST AND ACROSS THE ROAD FROM THE NORTH CORNER OF
 GZ1075'THE HOUSE, 49 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 GZ1075'5 1/2 FEET NORTH OF THE WEST CORNER OF A SMALL CHICKEN HOUSE,
 GZ1075'AND ABOUT 4 FEET ABOVE THE ROAD.
 GZ1075
 GZ1075                          STATION RECOVERY (1958)
 GZ1075
 GZ1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1075'RECOVERED IN GOOD CONDITION.
 GZ1075
 GZ1075                          STATION RECOVERY (1983)
 GZ1075
 GZ1075'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1075'RECOVERED IN GOOD CONDITION.
 GZ1075
 GZ1075                          STATION RECOVERY (2005)
 GZ1075
 GZ1075'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1075'MARK IS ABOUT 1.3 MILES SOUTHEAST ALONG COLEMAN ROAD FROM JUNCTION OF
 GZ1075'KY 39, ABOUT 13 YARDS NORTHWEST OF NORTHWEST CORNER OF A WOOD SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0309 ***********************************************************************
 GZ0309  DESIGNATION -  H 181
 GZ0309  PID         -  GZ0309
 GZ0309  STATE/COUNTY-  KY/LAUREL
 GZ0309  USGS QUAD   -  LONDON (1969)
 GZ0309
 GZ0309                         *CURRENT SURVEY CONTROL
 GZ0309  ___________________________________________________________________
 GZ0309* NAD 83(1986)-  37 12 11.     (N)    084 04 40.     (W)     SCALED    
 GZ0309* NAVD 88     -       325.028  (meters)    1066.36   (feet)  ADJUSTED  
 GZ0309  ___________________________________________________________________
 GZ0309  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GZ0309  DYNAMIC HT  -         324.773 (meters)    1065.53  (feet)  COMP
 GZ0309  MODELED GRAV-     979,837.0   (mgal)                       NAVD 88
 GZ0309
 GZ0309  VERT ORDER  -  SECOND    CLASS 0
 GZ0309
 GZ0309.The horizontal coordinates were scaled from a topographic map and have
 GZ0309.an estimated accuracy of +/- 6 seconds.
 GZ0309
 GZ0309.The orthometric height was determined by differential leveling
 GZ0309.and adjusted by the National Geodetic Survey in June 1991..
 GZ0309
 GZ0309.The geoid height was determined by GEOID03.
 GZ0309
 GZ0309.The dynamic height is computed by dividing the NAVD 88
 GZ0309.geopotential number by the normal gravity value computed on the
 GZ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0309.degrees latitude (g = 980.6199 gals.).
 GZ0309
 GZ0309.The modeled gravity was interpolated from observed gravity values.
 GZ0309
 GZ0309;                    North         East    Units  Estimated Accuracy
 GZ0309;SPC KY1Z     - 1,097,860.    1,648,440.      MT  (+/- 180 meters Scaled)
 GZ0309
 GZ0309                          SUPERSEDED SURVEY CONTROL
 GZ0309
 GZ0309  NGVD 29 (??/??/92)  325.184  (m)         1066.87   (f) ADJ UNCH    2 0
 GZ0309
 GZ0309.Superseded values are not recommended for survey control.
 GZ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0309.See file dsdata.txt to determine how the superseded data were derived.
 GZ0309
 GZ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG593213(NAD 83)
 GZ0309_MARKER: DB = BENCH MARK DISK
 GZ0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0309_SP_SET: CULVERT
 GZ0309_STAMPING: H 181 1950 1066.874
 GZ0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0309
 GZ0309  HISTORY     - Date     Condition        Report By
 GZ0309  HISTORY     - 1950     MONUMENTED       CGS
 GZ0309  HISTORY     - 1957     GOOD             NGS
 GZ0309
 GZ0309                          STATION DESCRIPTION
 GZ0309
 GZ0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0309'3 MI NE FROM EAST BERNSTADT.
 GZ0309'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE LOUISVILLE
 GZ0309'AND NASHVILLE RAILROAD STATION AT EAST BERNSTADT, THENCE ABOUT
 GZ0309'2.75 MILES NORTHEAST ALONG STATE HIGHWAY 30, 345 FEET SOUTHWEST
 GZ0309'OF THE CENTER OF THE JUNCTION OF A DIM ROAD EAST, 259 FEET
 GZ0309'NORTHEAST OF THE CENTER LINE OF A DRIVE NORTHWEST TO A TWO-STORY
 GZ0309'FARM HOUSE, ABOUT 0.1 MILE SOUTHWEST OF A POINT WHERE HIGHWAY
 GZ0309'CURVES SHARPLY TO THE NORTH, SET IN THE TOP OF THE NORTHEAST
 GZ0309'END OF THE NORTHWEST HEAD WALL OF A 5-FOOT CONCRETE CULVERT,
 GZ0309'21 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 GZ0309'ABOUT 2 1/2 FEET BELOW THE HIGHWAY.
 GZ0309
 GZ0309                          STATION RECOVERY (1957)
 GZ0309
 GZ0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0515 ***********************************************************************
 GZ0515  DESIGNATION -  H 182
 GZ0515  PID         -  GZ0515
 GZ0515  STATE/COUNTY-  KY/LAUREL
 GZ0515  USGS QUAD   -  LONDON (1969)
 GZ0515
 GZ0515                         *CURRENT SURVEY CONTROL
 GZ0515  ___________________________________________________________________
 GZ0515* NAD 83(1986)-  37 07 52.     (N)    084 04 28.     (W)     SCALED    
 GZ0515* NAVD 88     -       356.906  (meters)    1170.95   (feet)  ADJUSTED  
 GZ0515  ___________________________________________________________________
 GZ0515  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GZ0515  DYNAMIC HT  -         356.622 (meters)    1170.02  (feet)  COMP
 GZ0515  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 GZ0515
 GZ0515  VERT ORDER  -  SECOND    CLASS 0
 GZ0515
 GZ0515.The horizontal coordinates were scaled from a topographic map and have
 GZ0515.an estimated accuracy of +/- 6 seconds.
 GZ0515
 GZ0515.The orthometric height was determined by differential leveling
 GZ0515.and adjusted by the National Geodetic Survey in June 1991..
 GZ0515
 GZ0515.The geoid height was determined by GEOID03.
 GZ0515
 GZ0515.The dynamic height is computed by dividing the NAVD 88
 GZ0515.geopotential number by the normal gravity value computed on the
 GZ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0515.degrees latitude (g = 980.6199 gals.).
 GZ0515
 GZ0515.The modeled gravity was interpolated from observed gravity values.
 GZ0515
 GZ0515;                    North         East    Units  Estimated Accuracy
 GZ0515;SPC KY1Z     - 1,089,880.    1,648,880.      MT  (+/- 180 meters Scaled)
 GZ0515
 GZ0515                          SUPERSEDED SURVEY CONTROL
 GZ0515
 GZ0515  NGVD 29 (??/??/92)  357.058  (m)         1171.45   (f) ADJ UNCH    2 0
 GZ0515
 GZ0515.Superseded values are not recommended for survey control.
 GZ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0515.See file dsdata.txt to determine how the superseded data were derived.
 GZ0515
 GZ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG598134(NAD 83)
 GZ0515_MARKER: DB = BENCH MARK DISK
 GZ0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0515_STAMPING: H 182 1950 1171.448
 GZ0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0515+STABILITY: SURFACE MOTION
 GZ0515
 GZ0515  HISTORY     - Date     Condition        Report By
 GZ0515  HISTORY     - 1950     MONUMENTED       CGS
 GZ0515  HISTORY     - 1957     GOOD             NGS
 GZ0515
 GZ0515                          STATION DESCRIPTION
 GZ0515
 GZ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0515'AT LONDON.
 GZ0515'AT LONDON, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, AT THE
 GZ0515'CROSSING OF STATE HIGHWAY 80, 213 FEET NORTH-NORTHEAST AND
 GZ0515'ACROSS THE TRACKS FROM THE NORTHEAST CORNER OF THE PASSENGER
 GZ0515'STATION, 71 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE
 GZ0515'NORTH BOUND TRACK AND THE HIGHWAY, 62 FEET EAST OF THE EAST RAIL
 GZ0515'OF THE EAST TRACK, 27 FEET SOUTH OF THE CENTER LINE OF STATE
 GZ0515'HIGHWAY 80, 3.3 FEET SOUTH OF THE SOUTH EDGE OF SIDE WALK,
 GZ0515'1 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE
 GZ0515'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE TRACK AND SET
 GZ0515'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GZ0515
 GZ0515                          STATION RECOVERY (1957)
 GZ0515
 GZ0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2658 ***********************************************************************
 GY2658  DESIGNATION -  H 183
 GY2658  PID         -  GY2658
 GY2658  STATE/COUNTY-  KY/LAUREL
 GY2658  USGS QUAD   -  BLACKWATER (1979)
 GY2658
 GY2658                         *CURRENT SURVEY CONTROL
 GY2658  ___________________________________________________________________
 GY2658* NAD 83(1986)-  37 06 08.     (N)    083 56 41.     (W)     SCALED    
 GY2658* NAVD 88     -       352.633  (meters)    1156.93   (feet)  ADJUSTED  
 GY2658  ___________________________________________________________________
 GY2658  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GY2658  DYNAMIC HT  -         352.348 (meters)    1156.00  (feet)  COMP
 GY2658  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 GY2658
 GY2658  VERT ORDER  -  SECOND    CLASS 0
 GY2658
 GY2658.The horizontal coordinates were scaled from a topographic map and have
 GY2658.an estimated accuracy of +/- 6 seconds.
 GY2658
 GY2658.The orthometric height was determined by differential leveling
 GY2658.and adjusted by the National Geodetic Survey in June 1991..
 GY2658
 GY2658.The geoid height was determined by GEOID03.
 GY2658
 GY2658.The dynamic height is computed by dividing the NAVD 88
 GY2658.geopotential number by the normal gravity value computed on the
 GY2658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2658.degrees latitude (g = 980.6199 gals.).
 GY2658
 GY2658.The modeled gravity was interpolated from observed gravity values.
 GY2658
 GY2658;                    North         East    Units  Estimated Accuracy
 GY2658;SPC KY1Z     - 1,086,890.    1,660,470.      MT  (+/- 180 meters Scaled)
 GY2658
 GY2658                          SUPERSEDED SURVEY CONTROL
 GY2658
 GY2658  NGVD 29 (??/??/92)  352.785  (m)         1157.43   (f) ADJ UNCH    2 0
 GY2658
 GY2658.Superseded values are not recommended for survey control.
 GY2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2658.See file dsdata.txt to determine how the superseded data were derived.
 GY2658
 GY2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB383102(NAD 83)
 GY2658_MARKER: DB = BENCH MARK DISK
 GY2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2658_STAMPING: H 183 1950 1157.429
 GY2658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2658+STABILITY: SURFACE MOTION
 GY2658
 GY2658  HISTORY     - Date     Condition        Report By
 GY2658  HISTORY     - 1950     MONUMENTED       CGS
 GY2658  HISTORY     - 1957     GOOD             NGS
 GY2658  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2658
 GY2658                          STATION DESCRIPTION
 GY2658
 GY2658'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2658'1.9 MI NW FROM LIDA.
 GY2658'ABOUT 1.35 MILES NORTHWEST ALONG A DIRT ROAD FROM THE PROVIDENCE
 GY2658'BAPTIST CHURCH AT LIDA, THENCE ABOUT 0.55 MILE NORTHWEST ALONG
 GY2658'A GRAVEL ROAD, ABOUT 0.2 MILE SOUTHEAST OF THE JUNCTION OF A ROAD
 GY2658'NORTHEAST, 205 FEET SOUTH AND ACROSS ROAD FROM SOUTH CORNER OF A
 GY2658'FRAME HOUSE, 96 FEET WEST AND ACROSS ROAD FROM THE WEST CORNER
 GY2658'OF A BARN, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3
 GY2658'FEET NORTH OF A FENCE CORNER, 1 1/2 FEET NORTH OF A WHITE WOODEN
 GY2658'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE ROAD AND SET IN THE TOP
 GY2658'OF A CONCRETE POST PROJECTING 4 INCHES.
 GY2658
 GY2658                          STATION RECOVERY (1957)
 GY2658
 GY2658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2658'RECOVERED IN GOOD CONDITION.
 GY2658
 GY2658                          STATION RECOVERY (1977)
 GY2658
 GY2658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2649 ***********************************************************************
 GY2649  DESIGNATION -  H 185
 GY2649  PID         -  GY2649
 GY2649  STATE/COUNTY-  KY/CLAY
 GY2649  USGS QUAD   -  MANCHESTER (1979)
 GY2649
 GY2649                         *CURRENT SURVEY CONTROL
 GY2649  ___________________________________________________________________
 GY2649* NAD 83(1986)-  37 14 14.     (N)    083 51 42.     (W)     SCALED    
 GY2649* NAVD 88     -       297.078  (meters)     974.66   (feet)  ADJUSTED  
 GY2649  ___________________________________________________________________
 GY2649  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GY2649  DYNAMIC HT  -         296.844 (meters)     973.90  (feet)  COMP
 GY2649  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 GY2649
 GY2649  VERT ORDER  -  SECOND    CLASS 0
 GY2649
 GY2649.The horizontal coordinates were scaled from a topographic map and have
 GY2649.an estimated accuracy of +/- 6 seconds.
 GY2649
 GY2649.The orthometric height was determined by differential leveling
 GY2649.and adjusted by the National Geodetic Survey in June 1991..
 GY2649
 GY2649.The geoid height was determined by GEOID03.
 GY2649
 GY2649.The dynamic height is computed by dividing the NAVD 88
 GY2649.geopotential number by the normal gravity value computed on the
 GY2649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2649.degrees latitude (g = 980.6199 gals.).
 GY2649
 GY2649.The modeled gravity was interpolated from observed gravity values.
 GY2649
 GY2649;                    North         East    Units  Estimated Accuracy
 GY2649;SPC KY1Z     - 1,102,010.    1,667,540.      MT  (+/- 180 meters Scaled)
 GY2649
 GY2649                          SUPERSEDED SURVEY CONTROL
 GY2649
 GY2649  NGVD 29 (??/??/92)  297.234  (m)          975.18   (f) ADJ UNCH    2 0
 GY2649
 GY2649.Superseded values are not recommended for survey control.
 GY2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2649.See file dsdata.txt to determine how the superseded data were derived.
 GY2649
 GY2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB461250(NAD 83)
 GY2649_MARKER: DB = BENCH MARK DISK
 GY2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2649_STAMPING: H 185 1950 975.175
 GY2649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2649+STABILITY: SURFACE MOTION
 GY2649
 GY2649  HISTORY     - Date     Condition        Report By
 GY2649  HISTORY     - 1950     MONUMENTED       CGS
 GY2649  HISTORY     - 1957     GOOD             NGS
 GY2649
 GY2649                          STATION DESCRIPTION
 GY2649
 GY2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2649'2.8 MI E FROM FOGERTOWN.
 GY2649'ABOUT 2.8 MILES EAST ALONG STATE HIGHWAY 472 FROM THE POST OFFICE
 GY2649'AT FOGERTOWN, ABOUT 2.8 MILES WEST ALONG STATE HIGHWAY 472 FROM
 GY2649'THE JUNCTION OF U.S. HIGHWAY 421 AT BURNING SPRINGS, ABOUT 0.65
 GY2649'MILE EAST OF MURRY SCHOOL, ABOUT 40 YARDS EAST AND ACROSS
 GY2649'HIGHWAY FROM THE NORTHEAST END OF A DEEP BENCH CUT, 64 FEET
 GY2649'NORTHEAST OF THE SOUTHEAST END OF A 24-INCH PIPE CULVERT UNDER
 GY2649'HIGHWAY, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 9
 GY2649'FEET SOUTHWEST OF A 24-INCH OAK TREE IN FENCE LINE, 1 1/2 FEET
 GY2649'NORTHWEST OF FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 GY2649'WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP
 GY2649'OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE POST OFFICE
 GY2649'AT FOGERTOWN HAS BEEN CHANGED AND THE MARK IS 2.55 MILES FROM THE
 GY2649'NEW ONE.
 GY2649
 GY2649                          STATION RECOVERY (1957)
 GY2649
 GY2649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2457 ***********************************************************************
 GY2457  DESIGNATION -  H 187
 GY2457  PID         -  GY2457
 GY2457  STATE/COUNTY-  KY/LESLIE
 GY2457  USGS QUAD   -  BIG CREEK (1979)
 GY2457
 GY2457                         *CURRENT SURVEY CONTROL
 GY2457  ___________________________________________________________________
 GY2457* NAD 83(1986)-  37 10 00.     (N)    083 31 46.     (W)     SCALED    
 GY2457* NAVD 88     -       277.285  (meters)     909.73   (feet)  ADJUSTED  
 GY2457  ___________________________________________________________________
 GY2457  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GY2457  DYNAMIC HT  -         277.061 (meters)     908.99  (feet)  COMP
 GY2457  MODELED GRAV-     979,816.3   (mgal)                       NAVD 88
 GY2457
 GY2457  VERT ORDER  -  SECOND    CLASS 0
 GY2457
 GY2457.The horizontal coordinates were scaled from a topographic map and have
 GY2457.an estimated accuracy of +/- 6 seconds.
 GY2457
 GY2457.The orthometric height was determined by differential leveling
 GY2457.and adjusted by the National Geodetic Survey in June 1991..
 GY2457
 GY2457.The geoid height was determined by GEOID03.
 GY2457
 GY2457.The dynamic height is computed by dividing the NAVD 88
 GY2457.geopotential number by the normal gravity value computed on the
 GY2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2457.degrees latitude (g = 980.6199 gals.).
 GY2457
 GY2457.The modeled gravity was interpolated from observed gravity values.
 GY2457
 GY2457;                    North         East    Units  Estimated Accuracy
 GY2457;SPC KY1Z     - 1,094,830.    1,697,200.      MT  (+/- 180 meters Scaled)
 GY2457
 GY2457                          SUPERSEDED SURVEY CONTROL
 GY2457
 GY2457  NGVD 29 (??/??/92)  277.44   (m)          910.2    (f) COMPUTED    2 0
 GY2457
 GY2457.Superseded values are not recommended for survey control.
 GY2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2457.See file dsdata.txt to determine how the superseded data were derived.
 GY2457
 GY2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB754163(NAD 83)
 GY2457_MARKER: DB = BENCH MARK DISK
 GY2457_SETTING: 66 = SET IN ROCK OUTCROP
 GY2457_SP_SET: ROCK OUTCROP
 GY2457_STAMPING: H 187 1950 910.244
 GY2457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2457+STABILITY: POSITION/ELEVATION WELL
 GY2457
 GY2457  HISTORY     - Date     Condition        Report By
 GY2457  HISTORY     - 1950     MONUMENTED       CGS
 GY2457  HISTORY     - 1957     GOOD             NGS
 GY2457  HISTORY     - 20020328 MARK NOT FOUND   KYDT
 GY2457
 GY2457                          STATION DESCRIPTION
 GY2457
 GY2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2457'2.4 MI E FROM BIG CREEK.
 GY2457'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GY2457'AT BIG CREEK, AT THE JUNCTION OF A ROAD NORTHEAST, SET IN THE TOP
 GY2457'OF THE EAST SIDE OF A LARGE (ABOUT 25 BY 20-FEET) FLAT TOPPED
 GY2457'OUTCROP OF SANDSTONE, ABOUT 110 FEET SOUTHEAST AND ACROSS THE
 GY2457'HIGHWAY FROM AN UNPAINTED SHACK, 45 FEET SOUTH OF THE CENTER OF
 GY2457'THE JUNCTION, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GY2457'29 FEET NORTH OF THE CENTER OF DIM ROAD EAST, 8 FEET SOUTHWEST
 GY2457'OF A LONE 5-INCH ELM TREE, AND ABOUT 10 FEET ABOVE THE HIGHWAY.
 GY2457
 GY2457                          STATION RECOVERY (1957)
 GY2457
 GY2457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2457'RECOVERED IN GOOD CONDITION.
 GY2457
 GY2457                          STATION RECOVERY (2002)
 GY2457
 GY2457'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2457'A GRAVEL DRIVE SOUTH HAS BEEN CUT IN AT LOCATION AND AREA GRADED, NO
 GY2457'SIGN OF BOULDER, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2404 ***********************************************************************
 GY2404  DESIGNATION -  H 188
 GY2404  PID         -  GY2404
 GY2404  STATE/COUNTY-  KY/LESLIE
 GY2404  USGS QUAD   -  HYDEN WEST (1980)
 GY2404
 GY2404                         *CURRENT SURVEY CONTROL
 GY2404  ___________________________________________________________________
 GY2404* NAD 83(1986)-  37 13 03.     (N)    083 29 42.     (W)     SCALED    
 GY2404* NAVD 88     -       331.250  (meters)    1086.78   (feet)  ADJUSTED  
 GY2404  ___________________________________________________________________
 GY2404  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GY2404  DYNAMIC HT  -         330.977 (meters)    1085.88  (feet)  COMP
 GY2404  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GY2404
 GY2404  VERT ORDER  -  SECOND    CLASS 0
 GY2404
 GY2404.The horizontal coordinates were scaled from a topographic map and have
 GY2404.an estimated accuracy of +/- 6 seconds.
 GY2404
 GY2404.The orthometric height was determined by differential leveling
 GY2404.and adjusted by the National Geodetic Survey in June 1991..
 GY2404
 GY2404.The geoid height was determined by GEOID03.
 GY2404
 GY2404.The dynamic height is computed by dividing the NAVD 88
 GY2404.geopotential number by the normal gravity value computed on the
 GY2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2404.degrees latitude (g = 980.6199 gals.).
 GY2404
 GY2404.The modeled gravity was interpolated from observed gravity values.
 GY2404
 GY2404;                    North         East    Units  Estimated Accuracy
 GY2404;SPC KY1Z     - 1,100,550.    1,700,120.      MT  (+/- 180 meters Scaled)
 GY2404
 GY2404                          SUPERSEDED SURVEY CONTROL
 GY2404
 GY2404  NGVD 29 (??/??/92)  331.40   (m)         1087.3    (f) COMPUTED    2 0
 GY2404
 GY2404.Superseded values are not recommended for survey control.
 GY2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2404.See file dsdata.txt to determine how the superseded data were derived.
 GY2404
 GY2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB786219(NAD 83)
 GY2404_MARKER: DB = BENCH MARK DISK
 GY2404_SETTING: 66 = SET IN ROCK OUTCROP
 GY2404_SP_SET: ROCK LEDGE
 GY2404_STAMPING: H 188 1950 1087.278
 GY2404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2404+STABILITY: POSITION/ELEVATION WELL
 GY2404
 GY2404  HISTORY     - Date     Condition        Report By
 GY2404  HISTORY     - 1950     MONUMENTED       CGS
 GY2404  HISTORY     - 1957     POOR             NGS
 GY2404  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2404  HISTORY     - 20020328 MARK NOT FOUND   KYDT
 GY2404
 GY2404                          STATION DESCRIPTION
 GY2404
 GY2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2404'0.7 MI S FROM SIZEROCK.
 GY2404'ABOUT 0.7 MILE SOUTH ALONG A ROAD FROM THE SCHOOL AT SIZEROCK,
 GY2404'AT JIM E. STEPS STORE, SET IN THE TOP OF A FLAT TOP SANDSTONE
 GY2404'LEDGE, 79 FEET SOUTHEAST OF THE SOUTH CORNER OF STORE, 36 1/2 FEET
 GY2404'NORTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHEAST OF THE
 GY2404'CENTER LINE OF A PRIVATE DRIVE, 9 1/2 FEET SOUTHEAST OF A FORKED
 GY2404'14-INCH BUCKEYE TREE, 4 1/2 FEET NORTHWEST OF A PROMINENT BOULDER,
 GY2404'AND ABOUT 3 1/2 FEET BELOW THE ROAD.
 GY2404
 GY2404                          STATION RECOVERY (1957)
 GY2404
 GY2404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2404'MARK RECOVERED IN POOR CONDITION.
 GY2404
 GY2404                          STATION RECOVERY (1977)
 GY2404
 GY2404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2404'MARK NOT FOUND.
 GY2404
 GY2404                          STATION RECOVERY (2002)
 GY2404
 GY2404'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2672 ***********************************************************************
 GY2672  DESIGNATION -  H 189
 GY2672  PID         -  GY2672
 GY2672  STATE/COUNTY-  KY/CLAY
 GY2672  USGS QUAD   -  HIMA (1979)
 GY2672
 GY2672                         *CURRENT SURVEY CONTROL
 GY2672  ___________________________________________________________________
 GY2672* NAD 83(1986)-  37 03 54.     (N)    083 48 09.     (W)     SCALED    
 GY2672* NAVD 88     -       269.382  (meters)     883.80   (feet)  ADJUSTED  
 GY2672  ___________________________________________________________________
 GY2672  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GY2672  DYNAMIC HT  -         269.166 (meters)     883.09  (feet)  COMP
 GY2672  MODELED GRAV-     979,823.5   (mgal)                       NAVD 88
 GY2672
 GY2672  VERT ORDER  -  SECOND    CLASS 0
 GY2672
 GY2672.The horizontal coordinates were scaled from a topographic map and have
 GY2672.an estimated accuracy of +/- 6 seconds.
 GY2672
 GY2672.The orthometric height was determined by differential leveling
 GY2672.and adjusted by the National Geodetic Survey in June 1991..
 GY2672
 GY2672.The geoid height was determined by GEOID03.
 GY2672
 GY2672.The dynamic height is computed by dividing the NAVD 88
 GY2672.geopotential number by the normal gravity value computed on the
 GY2672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2672.degrees latitude (g = 980.6199 gals.).
 GY2672
 GY2672.The modeled gravity was interpolated from observed gravity values.
 GY2672
 GY2672;                    North         East    Units  Estimated Accuracy
 GY2672;SPC KY1Z     - 1,083,010.    1,673,190.      MT  (+/- 180 meters Scaled)
 GY2672
 GY2672                          SUPERSEDED SURVEY CONTROL
 GY2672
 GY2672  NGVD 29 (??/??/92)  269.539  (m)          884.31   (f) ADJ UNCH    2 0
 GY2672
 GY2672.Superseded values are not recommended for survey control.
 GY2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2672.See file dsdata.txt to determine how the superseded data were derived.
 GY2672
 GY2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB508057(NAD 83)
 GY2672_MARKER: DB = BENCH MARK DISK
 GY2672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2672_SP_SET: BRIDGE
 GY2672_STAMPING: H 189 1950 884.313
 GY2672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2672
 GY2672  HISTORY     - Date     Condition        Report By
 GY2672  HISTORY     - 1950     MONUMENTED       CGS
 GY2672  HISTORY     - 1957     GOOD             NGS
 GY2672
 GY2672                          STATION DESCRIPTION
 GY2672
 GY2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2672'AT COTTONGIN.
 GY2672'AT COTTONGIN, SET IN THE TOP OF THE EAST END OF THE SOUTH
 GY2672'ABUTMENT OF A CONCRETE BRIDGE OVER GOOSE CREEK, 15 FEET EAST OF
 GY2672'THE CENTER LINE OF STATE HIGHWAY 11 AND ABOUT 1 FOOT ABOVE THE
 GY2672'HIGHWAY.
 GY2672
 GY2672                          STATION RECOVERY (1957)
 GY2672
 GY2672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1759 ***********************************************************************
 GC1759  DESIGNATION -  H 19
 GC1759  PID         -  GC1759
 GC1759  STATE/COUNTY-  KY/TRIGG
 GC1759  USGS QUAD   -  GRACEY (1974)
 GC1759
 GC1759                         *CURRENT SURVEY CONTROL
 GC1759  ___________________________________________________________________
 GC1759* NAD 83(1986)-  36 52 33.     (N)    087 44 32.     (W)     SCALED    
 GC1759* NAVD 88     -       160.357  (meters)     526.10   (feet)  ADJUSTED  
 GC1759  ___________________________________________________________________
 GC1759  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC1759  DYNAMIC HT  -         160.233 (meters)     525.70  (feet)  COMP
 GC1759  MODELED GRAV-     979,853.9   (mgal)                       NAVD 88
 GC1759
 GC1759  VERT ORDER  -  FIRST     CLASS II
 GC1759
 GC1759.The horizontal coordinates were scaled from a topographic map and have
 GC1759.an estimated accuracy of +/- 6 seconds.
 GC1759
 GC1759.The orthometric height was determined by differential leveling
 GC1759.and adjusted by the National Geodetic Survey in June 1991..
 GC1759
 GC1759.The geoid height was determined by GEOID03.
 GC1759
 GC1759.The dynamic height is computed by dividing the NAVD 88
 GC1759.geopotential number by the normal gravity value computed on the
 GC1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1759.degrees latitude (g = 980.6199 gals.).
 GC1759
 GC1759.The modeled gravity was interpolated from observed gravity values.
 GC1759
 GC1759;                    North         East    Units  Estimated Accuracy
 GC1759;SPC KY1Z     - 1,062,110.    1,322,390.      MT  (+/- 180 meters Scaled)
 GC1759
 GC1759                          SUPERSEDED SURVEY CONTROL
 GC1759
 GC1759  NGVD 29 (??/??/92)  160.426  (m)          526.33   (f) ADJ UNCH    1 2
 GC1759
 GC1759.Superseded values are not recommended for survey control.
 GC1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1759.See file dsdata.txt to determine how the superseded data were derived.
 GC1759
 GC1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF338813(NAD 83)
 GC1759_MARKER: DB = BENCH MARK DISK
 GC1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1759_STAMPING: H 19 1934
 GC1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1759+STABILITY: SURFACE MOTION
 GC1759
 GC1759  HISTORY     - Date     Condition        Report By
 GC1759  HISTORY     - 1934     MONUMENTED       CGS
 GC1759  HISTORY     - 1948     GOOD             NGS
 GC1759
 GC1759                          STATION DESCRIPTION
 GC1759
 GC1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1759'4.8 MI W FROM GRACEY.
 GC1759'ABOUT 4.8 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GC1759'AT GRACEY, 0.1 MILE EAST ALONG THE CADIZ RAILROAD FROM THE
 GC1759'CROSSING OF U.S. HIGHWAY 68, NEAR THE EAST END OF A SIDING,
 GC1759'64 FEET NORTHWEST OF A SWITCH LOCK, 170 FEET SOUTHEAST OF THE
 GC1759'SOUTHEAST CORNER OF A STORE BUILDING, 35 FEET NORTH OF AND ABOUT
 GC1759'LEVEL THE NORTH RAIL OF THE MAIN TRACK, 16 FEET NORTH OF THE
 GC1759'CENTER LINE OF A DIM ROAD PARALLELING THE TRACK, 2 FEET NORTH
 GC1759'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 GC1759'POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2774 ***********************************************************************
 GY2774  DESIGNATION -  H 190
 GY2774  PID         -  GY2774
 GY2774  STATE/COUNTY-  KY/CLAY
 GY2774  USGS QUAD   -  OGLE (1979)
 GY2774
 GY2774                         *CURRENT SURVEY CONTROL
 GY2774  ___________________________________________________________________
 GY2774* NAD 83(1986)-  37 02 12.     (N)    083 42 49.     (W)     SCALED    
 GY2774* NAVD 88     -       376.216  (meters)    1234.30   (feet)  ADJUSTED  
 GY2774  ___________________________________________________________________
 GY2774  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GY2774  DYNAMIC HT  -         375.913 (meters)    1233.31  (feet)  COMP
 GY2774  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 GY2774
 GY2774  VERT ORDER  -  SECOND    CLASS 0
 GY2774
 GY2774.The horizontal coordinates were scaled from a topographic map and have
 GY2774.an estimated accuracy of +/- 6 seconds.
 GY2774
 GY2774.The orthometric height was determined by differential leveling
 GY2774.and adjusted by the National Geodetic Survey in June 1991..
 GY2774
 GY2774.The geoid height was determined by GEOID03.
 GY2774
 GY2774.The dynamic height is computed by dividing the NAVD 88
 GY2774.geopotential number by the normal gravity value computed on the
 GY2774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2774.degrees latitude (g = 980.6199 gals.).
 GY2774
 GY2774.The modeled gravity was interpolated from observed gravity values.
 GY2774
 GY2774;                    North         East    Units  Estimated Accuracy
 GY2774;SPC KY1Z     - 1,080,040.    1,681,160.      MT  (+/- 180 meters Scaled)
 GY2774
 GY2774                          SUPERSEDED SURVEY CONTROL
 GY2774
 GY2774  NGVD 29 (??/??/92)  376.375  (m)         1234.82   (f) ADJ UNCH    2 0
 GY2774
 GY2774.Superseded values are not recommended for survey control.
 GY2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2774.See file dsdata.txt to determine how the superseded data were derived.
 GY2774
 GY2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB586023(NAD 83)
 GY2774_MARKER: DB = BENCH MARK DISK
 GY2774_SETTING: 66 = SET IN ROCK OUTCROP
 GY2774_SP_SET: ROCK OUTCROP
 GY2774_STAMPING: H 190 1950
 GY2774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2774+STABILITY: POSITION/ELEVATION WELL
 GY2774
 GY2774  HISTORY     - Date     Condition        Report By
 GY2774  HISTORY     - 1950     MONUMENTED       CGS
 GY2774  HISTORY     - 1957     MARK NOT FOUND   NGS
 GY2774
 GY2774                          STATION DESCRIPTION
 GY2774
 GY2774'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2774'0.6 MI NW FROM OGLE.
 GY2774'ABOUT 0.15 MILE NORTHEAST ALONG A NARROW GRAVEL ROAD FROM A
 GY2774'WOODEN BRIDGE OVER A CREEK AND POST OFFICE AT OGLE, THENCE ABOUT
 GY2774'0.5 MILE NORTHWEST ALONG A TRAIL, ABOUT 400 FEET SOUTH OF A
 GY2774'POINT WHERE TRAIL TURNS TO THE WEST TO THE TOP OF RIDGE, IN THE
 GY2774'TOP OF AN OUTCROP OF LIMESTONE, 84 FEET SOUTH OF CENTER OF
 GY2774'CROSSING OF A SMALL STREAM, 18 1/2 FEET EAST OF CENTER OF TRAIL,
 GY2774'15 FEET SOUTH OF SOUTH END OF A SMALL STREAM, 18 1/2 FEET EAST
 GY2774'OF CENTER OF TRAIL, 15 FEET SOUTH OF SOUTH END OF A LARGE
 GY2774'PROMINENT BOULDER ABOUT 25 BY 15 FEET, 8 1/2 FEET WEST OF A
 GY2774'TRIANGULAR BLAZED 10-INCH BEECH TREE AND ABOUT 2 1/2 FEET BELOW
 GY2774'LEVEL OF TRAIL.  NOTE-- DUE TO THE CONDITION OF THE ROAD, A
 GY2774'JEEP COULD NOT GET THROUGH.
 GY2774
 GY2774                          STATION RECOVERY (1957)
 GY2774
 GY2774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0298 ***********************************************************************
 GB0298  DESIGNATION -  H 191
 GB0298  PID         -  GB0298
 GB0298  STATE/COUNTY-  KY/WHITLEY
 GB0298  USGS QUAD   -  WOFFORD (1982)
 GB0298
 GB0298                         *CURRENT SURVEY CONTROL
 GB0298  ___________________________________________________________________
 GB0298* NAD 83(1986)-  36 48 03.     (N)    084 10 48.     (W)     SCALED    
 GB0298* NAVD 88     -       354.548  (meters)    1163.21   (feet)  ADJUSTED  
 GB0298  ___________________________________________________________________
 GB0298  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 GB0298  DYNAMIC HT  -         354.256 (meters)    1162.25  (feet)  COMP
 GB0298  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 GB0298
 GB0298  VERT ORDER  -  SECOND    CLASS 0
 GB0298
 GB0298.The horizontal coordinates were scaled from a topographic map and have
 GB0298.an estimated accuracy of +/- 6 seconds.
 GB0298
 GB0298.The orthometric height was determined by differential leveling
 GB0298.and adjusted by the National Geodetic Survey in June 1991..
 GB0298
 GB0298.The geoid height was determined by GEOID03.
 GB0298
 GB0298.The dynamic height is computed by dividing the NAVD 88
 GB0298.geopotential number by the normal gravity value computed on the
 GB0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0298.degrees latitude (g = 980.6199 gals.).
 GB0298
 GB0298.The modeled gravity was interpolated from observed gravity values.
 GB0298
 GB0298;                    North         East    Units  Estimated Accuracy
 GB0298;SPC KY1Z     - 1,053,070.    1,640,120.      MT  (+/- 180 meters Scaled)
 GB0298
 GB0298                          SUPERSEDED SURVEY CONTROL
 GB0298
 GB0298  NGVD 29 (??/??/92)  354.700  (m)         1163.71   (f) ADJ UNCH    2 0
 GB0298
 GB0298.Superseded values are not recommended for survey control.
 GB0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0298.See file dsdata.txt to determine how the superseded data were derived.
 GB0298
 GB0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF515764(NAD 83)
 GB0298_MARKER: DB = BENCH MARK DISK
 GB0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0298_STAMPING: H 191 1950 1163.712
 GB0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0298+STABILITY: SURFACE MOTION
 GB0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0298+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 GB0298
 GB0298  HISTORY     - Date     Condition        Report By
 GB0298  HISTORY     - 1950     MONUMENTED       CGS
 GB0298  HISTORY     - 1957     GOOD             NGS
 GB0298  HISTORY     - 20060109 GOOD             KYTC
 GB0298
 GB0298                          STATION DESCRIPTION
 GB0298
 GB0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0298'0.8 MI NW FROM GOLD BUG.
 GB0298'ABOUT 0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 25W FROM THE POST
 GB0298'OFFICE AT GOLD BUG, ABOUT 0.75 MILE NORTHWEST OF GOLD BUG GRAMMAR
 GB0298'SCHOOL, 35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 39 1/2
 GB0298'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARM HOUSE WITH
 GB0298'ASBESTOS SIDING, 58 FEET SOUTH OF THE FIRST TELEPHONE NORTH OF
 GB0298'HOUSE, 1 1/2 FEET NORTHWEST OF THE NORTHEAST YARD FENCE CORNER,
 GB0298'1 FOOT NORTH OF A FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY AND
 GB0298'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE
 GB0298'MARK IS ALSO 0.05 MILE SOUTHEAST OF THE CROSSING OF A HIGH-TENSION
 GB0298'POWER LINE AND A RURAL POWER LINE OVER THE HIGHWAY.
 GB0298
 GB0298                          STATION RECOVERY (1957)
 GB0298
 GB0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0298'RECOVERED IN GOOD CONDITION.
 GB0298
 GB0298                          STATION RECOVERY (2006)
 GB0298
 GB0298'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0258 ***********************************************************************
 GB0258  DESIGNATION -  H 192
 GB0258  PID         -  GB0258
 GB0258  STATE/COUNTY-  KY/MCCREARY
 GB0258  USGS QUAD   -  WHITLEY CITY (1982)
 GB0258
 GB0258                         *CURRENT SURVEY CONTROL
 GB0258  ___________________________________________________________________
 GB0258* NAD 83(1986)-  36 43 16.     (N)    084 23 46.     (W)     SCALED    
 GB0258* NAVD 88     -       377.508  (meters)    1238.54   (feet)  ADJUSTED  
 GB0258  ___________________________________________________________________
 GB0258  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB0258  DYNAMIC HT  -         377.206 (meters)    1237.55  (feet)  COMP
 GB0258  MODELED GRAV-     979,820.9   (mgal)                       NAVD 88
 GB0258
 GB0258  VERT ORDER  -  SECOND    CLASS 0
 GB0258
 GB0258.The horizontal coordinates were scaled from a topographic map and have
 GB0258.an estimated accuracy of +/- 6 seconds.
 GB0258
 GB0258.The orthometric height was determined by differential leveling
 GB0258.and adjusted by the National Geodetic Survey in June 1991..
 GB0258
 GB0258.The geoid height was determined by GEOID03.
 GB0258
 GB0258.The dynamic height is computed by dividing the NAVD 88
 GB0258.geopotential number by the normal gravity value computed on the
 GB0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0258.degrees latitude (g = 980.6199 gals.).
 GB0258
 GB0258.The modeled gravity was interpolated from observed gravity values.
 GB0258
 GB0258;                    North         East    Units  Estimated Accuracy
 GB0258;SPC KY1Z     - 1,043,920.    1,620,960.      MT  (+/- 180 meters Scaled)
 GB0258
 GB0258                          SUPERSEDED SURVEY CONTROL
 GB0258
 GB0258  NGVD 29 (??/??/92)  377.654  (m)         1239.02   (f) ADJ UNCH    2 0
 GB0258
 GB0258.Superseded values are not recommended for survey control.
 GB0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0258.See file dsdata.txt to determine how the superseded data were derived.
 GB0258
 GB0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF325670(NAD 83)
 GB0258_MARKER: DB = BENCH MARK DISK
 GB0258_SETTING: 66 = SET IN ROCK OUTCROP
 GB0258_SP_SET: ROCK OUTCROP
 GB0258_STAMPING: H 192 1950 1239.020
 GB0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0258+STABILITY: POSITION/ELEVATION WELL
 GB0258
 GB0258  HISTORY     - Date     Condition        Report By
 GB0258  HISTORY     - 1950     MONUMENTED       CGS
 GB0258  HISTORY     - 1957     GOOD             NGS
 GB0258  HISTORY     - 19960619 MARK NOT FOUND   KYDT
 GB0258
 GB0258                          STATION DESCRIPTION
 GB0258
 GB0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0258'5.5 MI E FROM WHITLEY CITY.
 GB0258'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE COURT HOUSE AT
 GB0258'WHITLEY CITY, THENCE ABOUT 5.3 MILES EAST ALONG A BLACK TOP AND GRAVEL
 GB0258'ROAD, ABOUT 0.95 MILE EAST OF A BRIDGE OVER LAUREL CREEK, ABOUT 90
 GB0258'YARDS NORTHWEST OF A ROCK CULVERT AND THE CENTER OF A SHARP TURN
 GB0258'IN THE ROAD WITH TANGENTS EXTENDING NORTHWEST AND NORTH, SET IN
 GB0258'THE TOP OF AN OUTCROP OR ROCK ON THE SOUTHEAST SLOPE OF A SHORT
 GB0258'STEEP HILL, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 9 1/2
 GB0258'FEET NORTHEAST OF A TRIANGULAR BLAZED 14-INCH OAK TREE, 25 FEET
 GB0258'WEST-NORTHWEST OF A CURVE SIGN, AND ABOUT 4 FEET ABOVE THE ROAD.
 GB0258
 GB0258                          STATION RECOVERY (1957)
 GB0258
 GB0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0258'RECOVERED IN GOOD CONDITION.
 GB0258
 GB0258                          STATION RECOVERY (1996)
 GB0258
 GB0258'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0258'GRADING HAS BEEN DONE AND A LARGE BRUSH PILE AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0367 ***********************************************************************
 GB0367  DESIGNATION -  H 193
 GB0367  PID         -  GB0367
 GB0367  STATE/COUNTY-  KY/MCCREARY
 GB0367  USGS QUAD   -  WIBORG (1981)
 GB0367
 GB0367                         *CURRENT SURVEY CONTROL
 GB0367  ___________________________________________________________________
 GB0367* NAD 83(1986)-  36 45 41.     (N)    084 24 58.     (W)     SCALED    
 GB0367* NAVD 88     -       377.476  (meters)    1238.44   (feet)  ADJUSTED  
 GB0367  ___________________________________________________________________
 GB0367  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB0367  DYNAMIC HT  -         377.176 (meters)    1237.45  (feet)  COMP
 GB0367  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 GB0367
 GB0367  VERT ORDER  -  SECOND    CLASS 0
 GB0367
 GB0367.The horizontal coordinates were scaled from a topographic map and have
 GB0367.an estimated accuracy of +/- 6 seconds.
 GB0367
 GB0367.The orthometric height was determined by differential leveling
 GB0367.and adjusted by the National Geodetic Survey in June 1991..
 GB0367
 GB0367.The geoid height was determined by GEOID03.
 GB0367
 GB0367.The dynamic height is computed by dividing the NAVD 88
 GB0367.geopotential number by the normal gravity value computed on the
 GB0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0367.degrees latitude (g = 980.6199 gals.).
 GB0367
 GB0367.The modeled gravity was interpolated from observed gravity values.
 GB0367
 GB0367;                    North         East    Units  Estimated Accuracy
 GB0367;SPC KY1Z     - 1,048,360.    1,619,110.      MT  (+/- 180 meters Scaled)
 GB0367
 GB0367                          SUPERSEDED SURVEY CONTROL
 GB0367
 GB0367  NGVD 29 (??/??/92)  377.625  (m)         1238.92   (f) ADJ UNCH    2 0
 GB0367
 GB0367.Superseded values are not recommended for survey control.
 GB0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0367.See file dsdata.txt to determine how the superseded data were derived.
 GB0367
 GB0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF306715(NAD 83)
 GB0367_MARKER: DB = BENCH MARK DISK
 GB0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0367_STAMPING: H 193 1951 1238.925
 GB0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0367+STABILITY: SURFACE MOTION
 GB0367
 GB0367  HISTORY     - Date     Condition        Report By
 GB0367  HISTORY     - 1951     MONUMENTED       CGS
 GB0367  HISTORY     - 1957     GOOD             NGS
 GB0367
 GB0367                          STATION DESCRIPTION
 GB0367
 GB0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0367'8.8 MI SW FROM CUMBERLAND FALLS.
 GB0367'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 90 FROM THE WEST FERRY
 GB0367'LANDING ON THE CUMBERLAND RIVER AT CUMBERLAND FALLS, THENCE
 GB0367'ABOUT 6.65 MILES SOUTHWEST ALONG STATE HIGHWAY 700, ON THE
 GB0367'SOUTH SLOPE NEAR THE BOTTOM OF A HILL, AT THE JUNCTION OF A DIM
 GB0367'ROAD WEST, 28 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 64 1/2
 GB0367'FEET SOUTHWEST AND ACROSS HIGHWAY FROM TELEPHONE POLE 778,
 GB0367'151 FEET NORTH OF THE WEST END OF AN 18-INCH PIPE CULVERT WITH
 GB0367'ROCK HEAD WALLS, 8 1/2 FEET NORTHWEST OF AN 18-INCH PINE TREE,
 GB0367'8 FEET SOUTH OF THE CENTER LINE OF DIM ROAD, ABOUT 2 FEET ABOVE
 GB0367'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB0367'4 INCHES.
 GB0367
 GB0367                          STATION RECOVERY (1957)
 GB0367
 GB0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0223 ***********************************************************************
 GB0223  DESIGNATION -  H 194
 GB0223  PID         -  GB0223
 GB0223  STATE/COUNTY-  KY/WHITLEY
 GB0223  USGS QUAD   -  ROCKHOLDS (1981)
 GB0223
 GB0223                         *CURRENT SURVEY CONTROL
 GB0223  ___________________________________________________________________
 GB0223* NAD 83(1986)-  36 49 13.     (N)    084 02 42.     (W)     SCALED    
 GB0223* NAVD 88     -       305.077  (meters)    1000.91   (feet)  ADJUSTED  
 GB0223  ___________________________________________________________________
 GB0223  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 GB0223  DYNAMIC HT  -         304.824 (meters)    1000.08  (feet)  COMP
 GB0223  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 GB0223
 GB0223  VERT ORDER  -  SECOND    CLASS 0
 GB0223
 GB0223.The horizontal coordinates were scaled from a topographic map and have
 GB0223.an estimated accuracy of +/- 6 seconds.
 GB0223
 GB0223.The orthometric height was determined by differential leveling
 GB0223.and adjusted by the National Geodetic Survey in June 1991..
 GB0223
 GB0223.The geoid height was determined by GEOID03.
 GB0223
 GB0223.The dynamic height is computed by dividing the NAVD 88
 GB0223.geopotential number by the normal gravity value computed on the
 GB0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0223.degrees latitude (g = 980.6199 gals.).
 GB0223
 GB0223.The modeled gravity was interpolated from observed gravity values.
 GB0223
 GB0223;                    North         East    Units  Estimated Accuracy
 GB0223;SPC KY1Z     - 1,055,440.    1,652,120.      MT  (+/- 180 meters Scaled)
 GB0223
 GB0223                          SUPERSEDED SURVEY CONTROL
 GB0223
 GB0223  NGVD 29 (??/??/92)  305.232  (m)         1001.42   (f) ADJ UNCH    2 0
 GB0223
 GB0223.Superseded values are not recommended for survey control.
 GB0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0223.See file dsdata.txt to determine how the superseded data were derived.
 GB0223
 GB0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF635790(NAD 83)
 GB0223_MARKER: DB = BENCH MARK DISK
 GB0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0223_SP_SET: BRIDGE GUARD RAIL
 GB0223_STAMPING: H 194 1951 1001.415
 GB0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0223
 GB0223  HISTORY     - Date     Condition        Report By
 GB0223  HISTORY     - 1951     MONUMENTED       CGS
 GB0223  HISTORY     - 1957     GOOD             NGS
 GB0223
 GB0223                          STATION DESCRIPTION
 GB0223
 GB0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0223'6.9 MI NW FROM GAUSDALE.
 GB0223'ABOUT 5.45 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB0223'AT GAUSDALE, THENCE ABOUT 1.45 MILES NORTH ALONG A GRAVEL ROAD,
 GB0223'ABOUT 100 YARDS EAST OF A CHURCH, SET IN THE TOP OF THE WEST END
 GB0223'OF THE NORTH CONCRETE GUARD RAIL OF A 33-FOOT CONCRETE BRIDGE OVER
 GB0223'MEADOW CREEK, 12 FEET NORTH OF THE CENTER LINE OF THE ROAD AND
 GB0223'ABOUT 1 FOOT ABOVE THE ROAD.
 GB0223
 GB0223                          STATION RECOVERY (1957)
 GB0223
 GB0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0178 ***********************************************************************
 GB0178  DESIGNATION -  H 195
 GB0178  PID         -  GB0178
 GB0178  STATE/COUNTY-  KY/MCCREARY
 GB0178  USGS QUAD   -  KETCHEN (1982)
 GB0178
 GB0178                         *CURRENT SURVEY CONTROL
 GB0178  ___________________________________________________________________
 GB0178* NAD 83(1986)-  36 35 54.     (N)    084 16 17.     (W)     SCALED    
 GB0178* NAVD 88     -       319.092  (meters)    1046.89   (feet)  ADJUSTED  
 GB0178  ___________________________________________________________________
 GB0178  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GB0178  DYNAMIC HT  -         318.822 (meters)    1046.00  (feet)  COMP
 GB0178  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 GB0178
 GB0178  VERT ORDER  -  SECOND    CLASS 0
 GB0178
 GB0178.The horizontal coordinates were scaled from a topographic map and have
 GB0178.an estimated accuracy of +/- 6 seconds.
 GB0178
 GB0178.The orthometric height was determined by differential leveling
 GB0178.and adjusted by the National Geodetic Survey in June 1991..
 GB0178
 GB0178.The geoid height was determined by GEOID03.
 GB0178
 GB0178.The dynamic height is computed by dividing the NAVD 88
 GB0178.geopotential number by the normal gravity value computed on the
 GB0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0178.degrees latitude (g = 980.6199 gals.).
 GB0178
 GB0178.The modeled gravity was interpolated from observed gravity values.
 GB0178
 GB0178;                    North         East    Units  Estimated Accuracy
 GB0178;SPC KY1Z     - 1,030,460.    1,632,320.      MT  (+/- 180 meters Scaled)
 GB0178
 GB0178                          SUPERSEDED SURVEY CONTROL
 GB0178
 GB0178  NGVD 29 (??/??/92)  319.227  (m)         1047.33   (f) ADJ UNCH    2 0
 GB0178
 GB0178.Superseded values are not recommended for survey control.
 GB0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0178.See file dsdata.txt to determine how the superseded data were derived.
 GB0178
 GB0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF440537(NAD 83)
 GB0178_MARKER: DB = BENCH MARK DISK
 GB0178_SETTING: 66 = SET IN ROCK OUTCROP
 GB0178_SP_SET: ROCK OUTCROP
 GB0178_STAMPING: H 195 1951 1047.331
 GB0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0178+STABILITY: POSITION/ELEVATION WELL
 GB0178
 GB0178  HISTORY     - Date     Condition        Report By
 GB0178  HISTORY     - 1951     MONUMENTED       CGS
 GB0178  HISTORY     - 1957     GOOD             NGS
 GB0178
 GB0178                          STATION DESCRIPTION
 GB0178
 GB0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0178'4.5 MI SW FROM AYERS.
 GB0178'ABOUT 1.75 MILES SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 GB0178'AYERS, THENCE ABOUT 2.75 MILES SOUTHWEST ALONG A DIRT ROAD, ABOUT
 GB0178'100 YARDS SOUTH OF THE JUNCTION OF A ROAD NORTHWEST AND AT AN
 GB0178'OLD ABANDONED SCHOOL BUILDING, 39 FEET WEST OF THE CENTER LINE
 GB0178'OF THE ROAD, 4 FEET EAST OF THE EAST CORNER OF THE OLD SCHOOL AND
 GB0178'ABOUT 4 FEET ABOVE THE ROAD AND IN THE TOP OF A ROCK OUTCROP.
 GB0178
 GB0178                          STATION RECOVERY (1957)
 GB0178
 GB0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0520 ***********************************************************************
 GZ0520  DESIGNATION -  H 196
 GZ0520  PID         -  GZ0520
 GZ0520  STATE/COUNTY-  KY/PULASKI
 GZ0520  USGS QUAD   -  DYKES (1979)
 GZ0520
 GZ0520                         *CURRENT SURVEY CONTROL
 GZ0520  ___________________________________________________________________
 GZ0520* NAD 83(1986)-  37 04 22.     (N)    084 29 42.     (W)     SCALED    
 GZ0520* NAVD 88     -       275.719  (meters)     904.59   (feet)  ADJUSTED  
 GZ0520  ___________________________________________________________________
 GZ0520  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GZ0520  DYNAMIC HT  -         275.509 (meters)     903.90  (feet)  COMP
 GZ0520  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 GZ0520
 GZ0520  VERT ORDER  -  SECOND    CLASS 0
 GZ0520
 GZ0520.The horizontal coordinates were scaled from a topographic map and have
 GZ0520.an estimated accuracy of +/- 6 seconds.
 GZ0520
 GZ0520.The orthometric height was determined by differential leveling
 GZ0520.and adjusted by the National Geodetic Survey in June 1991..
 GZ0520
 GZ0520.The geoid height was determined by GEOID03.
 GZ0520
 GZ0520.The dynamic height is computed by dividing the NAVD 88
 GZ0520.geopotential number by the normal gravity value computed on the
 GZ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0520.degrees latitude (g = 980.6199 gals.).
 GZ0520
 GZ0520.The modeled gravity was interpolated from observed gravity values.
 GZ0520
 GZ0520;                    North         East    Units  Estimated Accuracy
 GZ0520;SPC KY1Z     - 1,082,820.    1,611,600.      MT  (+/- 180 meters Scaled)
 GZ0520
 GZ0520                          SUPERSEDED SURVEY CONTROL
 GZ0520
 GZ0520  NGVD 29 (??/??/92)  275.887  (m)          905.14   (f) ADJ UNCH    2 0
 GZ0520
 GZ0520.Superseded values are not recommended for survey control.
 GZ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0520.See file dsdata.txt to determine how the superseded data were derived.
 GZ0520
 GZ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG226058(NAD 83)
 GZ0520_MARKER: DB = BENCH MARK DISK
 GZ0520_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0520_SP_SET: ROCK CUT
 GZ0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0520+STABILITY: POSITION/ELEVATION WELL
 GZ0520
 GZ0520  HISTORY     - Date     Condition        Report By
 GZ0520  HISTORY     - UNK      MONUMENTED       CGS
 GZ0520  HISTORY     - 1958     MARK NOT FOUND   NGS
 GZ0520  HISTORY     - 1977     MARK NOT FOUND   USGS
 GZ0520
 GZ0520                          STATION DESCRIPTION
 GZ0520
 GZ0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0520'7 MI SE FROM SOMERSET.
 GZ0520'1.5 MILES EAST ALONG STATE HIGHWAY 80 FROM THE COURTHOUSE AT
 GZ0520'SOMERSET, THEN 5.6 MILES SOUTHEAST ALONG STATE HIGHWAY 192, 1.0
 GZ0520'MILE WEST OF THE JUNCTION OF A ROAD NORTH, ON THE INSIDE OF A
 GZ0520'CURVE WITH TANGENTS EXTENDING NORTHWEST AND EAST-NORTHEAST, SET
 GZ0520'IN THE TOP OF FLAT ROCK BOTTOM OF AN ABANDONED ROCK QUARRY, 48
 GZ0520'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AT CENTER OF JUNCTION
 GZ0520'OF A DRIVE SOUTHEAST, 15 FEET SOUTH OF THE NORTH WALL OF ROCK
 GZ0520'QUARRY, 17 FEET EAST OF THE WEST WALL OF ROCK QUARRY, 2 FEET
 GZ0520'NORTH OF THE SOUTH EDGE OF ROCK BOTTOM AND ABOUT 2 FEET ABOVE
 GZ0520'THE HIGHWAY.  NOTE-- IT APPEARS THE ROCK IN THE BOTTOM OF THIS
 GZ0520'OLD QUARRY HAS BEEN DISTURBED, A LARGE SLAB OF STONE WITH A
 GZ0520'WHITE ARROW PAINTED ON IT WAS FOUND LOOSE IN THE QUARRY, B.M.
 GZ0520'AND AN ARROW WAS FOUND PAINTED ON THE WALL OF QUARRY, NO MARK
 GZ0520'COULD BE FOUND IN THE FLOOR.
 GZ0520
 GZ0520                          STATION RECOVERY (1977)
 GZ0520
 GZ0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GZ0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0491 ***********************************************************************
 GZ0491  DESIGNATION -  H 197
 GZ0491  PID         -  GZ0491
 GZ0491  STATE/COUNTY-  KY/PULASKI
 GZ0491  USGS QUAD   -  ANO (1979)
 GZ0491
 GZ0491                         *CURRENT SURVEY CONTROL
 GZ0491  ___________________________________________________________________
 GZ0491* NAD 83(1986)-  37 03 29.     (N)    084 22 27.     (W)     SCALED    
 GZ0491* NAVD 88     -       369.563  (meters)    1212.47   (feet)  ADJUSTED  
 GZ0491  ___________________________________________________________________
 GZ0491  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GZ0491  DYNAMIC HT  -         369.277 (meters)    1211.54  (feet)  COMP
 GZ0491  MODELED GRAV-     979,846.6   (mgal)                       NAVD 88
 GZ0491
 GZ0491  VERT ORDER  -  SECOND    CLASS 0
 GZ0491
 GZ0491.The horizontal coordinates were scaled from a topographic map and have
 GZ0491.an estimated accuracy of +/- 6 seconds.
 GZ0491
 GZ0491.The orthometric height was determined by differential leveling
 GZ0491.and adjusted by the National Geodetic Survey in June 1991..
 GZ0491
 GZ0491.The geoid height was determined by GEOID03.
 GZ0491
 GZ0491.The dynamic height is computed by dividing the NAVD 88
 GZ0491.geopotential number by the normal gravity value computed on the
 GZ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0491.degrees latitude (g = 980.6199 gals.).
 GZ0491
 GZ0491.The modeled gravity was interpolated from observed gravity values.
 GZ0491
 GZ0491;                    North         East    Units  Estimated Accuracy
 GZ0491;SPC KY1Z     - 1,081,340.    1,622,370.      MT  (+/- 180 meters Scaled)
 GZ0491
 GZ0491                          SUPERSEDED SURVEY CONTROL
 GZ0491
 GZ0491  NGVD 29 (??/??/92)  369.727  (m)         1213.01   (f) ADJ UNCH    2 0
 GZ0491
 GZ0491.Superseded values are not recommended for survey control.
 GZ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0491.See file dsdata.txt to determine how the superseded data were derived.
 GZ0491
 GZ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG334045(NAD 83)
 GZ0491_MARKER: DB = BENCH MARK DISK
 GZ0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0491_STAMPING: H 197 1950 1213.013
 GZ0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0491+STABILITY: SURFACE MOTION
 GZ0491
 GZ0491  HISTORY     - Date     Condition        Report By
 GZ0491  HISTORY     - 1950     MONUMENTED       CGS
 GZ0491  HISTORY     - 1958     GOOD             NGS
 GZ0491
 GZ0491                          STATION DESCRIPTION
 GZ0491
 GZ0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0491'2.4 MI N FROM MT VICTORY.
 GZ0491'ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 192 FROM THE POST
 GZ0491'OFFICE AND SCHOOL AT MT. VICTORY, ABOUT 0.25 MILE SOUTH OF THE
 GZ0491'JUNCTION OF A ROAD EAST, ABOUT 0.6 MILE SOUTH OF A JUNCTION
 GZ0491'WITH A ROAD WEST, ABOUT 50 YARDS NORTH OF A 24-INCH PIPE CULVERT
 GZ0491'WITH STONE HEAD WALLS, AT THE JUNCTION OF A DIM ROAD EAST,
 GZ0491'48 FEET EAST OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTH OF
 GZ0491'THE CENTER LINE OF THE DIM ROAD, 84 FEET EAST AND ACROSS ROAD
 GZ0491'FROM A POWER POLE FROM WHICH LINE CROSSES ROAD TO NORTH, 3 1/2
 GZ0491'FEET NORTHWEST OF A 10-INCH TWIN HICKORY TREE, 5 1/2 FEET WEST
 GZ0491'OF A 14-INCH OAK TREE, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP
 GZ0491'OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0491
 GZ0491                          STATION RECOVERY (1958)
 GZ0491
 GZ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0444 ***********************************************************************
 GZ0444  DESIGNATION -  H 198
 GZ0444  PID         -  GZ0444
 GZ0444  STATE/COUNTY-  KY/PULASKI
 GZ0444  USGS QUAD   -  DYKES (1979)
 GZ0444
 GZ0444                         *CURRENT SURVEY CONTROL
 GZ0444  ___________________________________________________________________
 GZ0444* NAD 83(1986)-  37 07 14.     (N)    084 26 55.     (W)     SCALED    
 GZ0444* NAVD 88     -       264.114  (meters)     866.51   (feet)  ADJUSTED  
 GZ0444  ___________________________________________________________________
 GZ0444  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 GZ0444  DYNAMIC HT  -         263.914 (meters)     865.86  (feet)  COMP
 GZ0444  MODELED GRAV-     979,866.7   (mgal)                       NAVD 88
 GZ0444
 GZ0444  VERT ORDER  -  SECOND    CLASS 0
 GZ0444
 GZ0444.The horizontal coordinates were scaled from a topographic map and have
 GZ0444.an estimated accuracy of +/- 6 seconds.
 GZ0444
 GZ0444.The orthometric height was determined by differential leveling
 GZ0444.and adjusted by the National Geodetic Survey in June 1991..
 GZ0444
 GZ0444.The geoid height was determined by GEOID03.
 GZ0444
 GZ0444.The dynamic height is computed by dividing the NAVD 88
 GZ0444.geopotential number by the normal gravity value computed on the
 GZ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0444.degrees latitude (g = 980.6199 gals.).
 GZ0444
 GZ0444.The modeled gravity was interpolated from observed gravity values.
 GZ0444
 GZ0444;                    North         East    Units  Estimated Accuracy
 GZ0444;SPC KY1Z     - 1,088,180.    1,615,650.      MT  (+/- 180 meters Scaled)
 GZ0444
 GZ0444                          SUPERSEDED SURVEY CONTROL
 GZ0444
 GZ0444  NGVD 29 (??/??/92)  264.283  (m)          867.07   (f) ADJ UNCH    2 0
 GZ0444
 GZ0444.Superseded values are not recommended for survey control.
 GZ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0444.See file dsdata.txt to determine how the superseded data were derived.
 GZ0444
 GZ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG266112(NAD 83)
 GZ0444_MARKER: DB = BENCH MARK DISK
 GZ0444_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0444_SP_SET: ROCK OUTCROP
 GZ0444_STAMPING: H 198 1950 867.068
 GZ0444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0444+STABILITY: POSITION/ELEVATION WELL
 GZ0444
 GZ0444  HISTORY     - Date     Condition        Report By
 GZ0444  HISTORY     - 1950     MONUMENTED       CGS
 GZ0444  HISTORY     - 1958     GOOD             NGS
 GZ0444  HISTORY     - 1977     MARK NOT FOUND   USGS
 GZ0444
 GZ0444                          STATION DESCRIPTION
 GZ0444
 GZ0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0444'4.2 MI SE FROM SHOPVILLE.
 GZ0444'ABOUT 1.0 MILES EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0444'SHOPVILLE, THENCE ABOUT 3.15 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 GZ0444'ABOUT 0.3 MILE NORTH OF A 10-FOOT CONCRETE BRIDGE, ABOUT 0.5
 GZ0444'MILE NORTH OF THE JUNCTION OF A ROAD LEADING WEST, ON THE SOUTH
 GZ0444'SLOPE OF A SHORT STEEP HILL, ABOUT 60 YARDS NORTH OF A FARM HOUSE,
 GZ0444'35 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 190 FEET
 GZ0444'NORTHWEST OF THE SOUTHWEST END OF A 36-INCH PIPE CULVERT, 17
 GZ0444'FEET WEST OF A 14-INCH CEDAR TREE IN A FENCE CORNER, 2 FEET NORTH
 GZ0444'OF AN EAST-WEST FENCE LINE, ABOUT 6 FEET ABOVE THE ROAD AND SET
 GZ0444'IN THE TOP OF A FLAT OUTCROPPING OF ROCK.
 GZ0444
 GZ0444                          STATION RECOVERY (1958)
 GZ0444
 GZ0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0444'RECOVERED IN GOOD CONDITION.
 GZ0444
 GZ0444                          STATION RECOVERY (1977)
 GZ0444
 GZ0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GZ0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1283 ***********************************************************************
 GB1283  DESIGNATION -  H 199
 GB1283  PID         -  GB1283
 GB1283  STATE/COUNTY-  KY/PULASKI
 GB1283  USGS QUAD   -  BURNSIDE (1982)
 GB1283
 GB1283                         *CURRENT SURVEY CONTROL
 GB1283  ___________________________________________________________________
 GB1283* NAD 83(1986)-  36 56 38.     (N)    084 30 55.     (W)     SCALED    
 GB1283* NAVD 88     -       231.360  (meters)     759.05   (feet)  ADJUSTED  
 GB1283  ___________________________________________________________________
 GB1283  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GB1283  DYNAMIC HT  -         231.182 (meters)     758.47  (feet)  COMP
 GB1283  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 GB1283
 GB1283  VERT ORDER  -  SECOND    CLASS 0
 GB1283
 GB1283.The horizontal coordinates were scaled from a topographic map and have
 GB1283.an estimated accuracy of +/- 6 seconds.
 GB1283
 GB1283.The orthometric height was determined by differential leveling
 GB1283.and adjusted by the National Geodetic Survey in June 1991..
 GB1283
 GB1283.The geoid height was determined by GEOID03.
 GB1283
 GB1283.The dynamic height is computed by dividing the NAVD 88
 GB1283.geopotential number by the normal gravity value computed on the
 GB1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1283.degrees latitude (g = 980.6199 gals.).
 GB1283
 GB1283.The modeled gravity was interpolated from observed gravity values.
 GB1283
 GB1283;                    North         East    Units  Estimated Accuracy
 GB1283;SPC KY1Z     - 1,068,490.    1,609,990.      MT  (+/- 180 meters Scaled)
 GB1283
 GB1283                          SUPERSEDED SURVEY CONTROL
 GB1283
 GB1283  NGVD 29 (??/??/92)  231.533  (m)          759.62   (f) ADJ UNCH    2 0
 GB1283
 GB1283.Superseded values are not recommended for survey control.
 GB1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1283.See file dsdata.txt to determine how the superseded data were derived.
 GB1283
 GB1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF212915(NAD 83)
 GB1283_MARKER: DB = BENCH MARK DISK
 GB1283_SETTING: 66 = SET IN ROCK OUTCROP
 GB1283_SP_SET: ROCK OUTCROP
 GB1283_STAMPING: H 199 1950 759.621
 GB1283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1283+STABILITY: POSITION/ELEVATION WELL
 GB1283
 GB1283  HISTORY     - Date     Condition        Report By
 GB1283  HISTORY     - 1950     MONUMENTED       CGS
 GB1283  HISTORY     - 1958     GOOD             NGS
 GB1283
 GB1283                          STATION DESCRIPTION
 GB1283
 GB1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB1283'1.8 MI E FROM SLOANS VALLEY.
 GB1283'0.05 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE SLOANS
 GB1283'VALLEY, THENCE 0.2 MILE NORTHEAST ALONG GRAVEL ROAD TO SLOANS
 GB1283'VALLEY BAPTIST CHURCH AND A ROAD FORK, THENCE 0.15 MILE EAST ALONG
 GB1283'DIRT ROAD, THENCE 1.4 MILE SOUTHEAST AND EAST ALONG A ROUGH
 GB1283'DIRT ROAD THAT LEADS OVER A LOW RIDGE AND DOWN TO THE CUMBERLAND
 GB1283'LAKE, 0.1 MILE NORTH OF A SHARP CURVE AT BOTTOM OF RAVINE AND
 GB1283'CROSSROAD, 70 FEET SOUTH OF ANOTHER SHARP CURVE AND DIM
 GB1283'CROSSROAD, 100 FEET WEST OF A SMALL WHITE HOUSE, 58 FEET SOUTH OF
 GB1283'POWER POLE NO. 1 A 13 WITH TRANSFORMER, 16.5 FEET EAST NORTHEAST
 GB1283'OF CENTER OF ROAD, 6.1 FEET NORTHEAST OF 4-INCH CEDAR, SET IN THE
 GB1283'TOP OF LIMESTONE OUTCROP, ABOUT 3 FEET ABOVE THE LEVEL OF ROAD.
 GB1283'NOTE-- LINE CONTINUES ACROSS RIVER.  SEE DESCRIPTION OF BM U 198
 GB1283'FOR NEXT MARK NORTH OF RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0581 ***********************************************************************
 GD0581  DESIGNATION -  H 2
 GD0581  PID         -  GD0581
 GD0581  STATE/COUNTY-  KY/BALLARD
 GD0581  USGS QUAD   -  WICKLIFFE (1983)
 GD0581
 GD0581                         *CURRENT SURVEY CONTROL
 GD0581  ___________________________________________________________________
 GD0581* NAD 83(1986)-  36 57 54.     (N)    089 05 30.     (W)     SCALED    
 GD0581* NAVD 88     -       102.444  (meters)     336.10   (feet)  ADJUSTED  
 GD0581  ___________________________________________________________________
 GD0581  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0581  DYNAMIC HT  -         102.367 (meters)     335.85  (feet)  COMP
 GD0581  MODELED GRAV-     979,882.6   (mgal)                       NAVD 88
 GD0581
 GD0581  VERT ORDER  -  FIRST     CLASS I
 GD0581
 GD0581.The horizontal coordinates were scaled from a topographic map and have
 GD0581.an estimated accuracy of +/- 6 seconds.
 GD0581
 GD0581.The orthometric height was determined by differential leveling
 GD0581.and adjusted by the National Geodetic Survey in June 1991..
 GD0581.WARNING-Repeat measurements at this control monument indicate possible
 GD0581.vertical movement.
 GD0581
 GD0581.The geoid height was determined by GEOID03.
 GD0581
 GD0581.The dynamic height is computed by dividing the NAVD 88
 GD0581.geopotential number by the normal gravity value computed on the
 GD0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0581.degrees latitude (g = 980.6199 gals.).
 GD0581
 GD0581.The modeled gravity was interpolated from observed gravity values.
 GD0581
 GD0581;                    North         East    Units  Estimated Accuracy
 GD0581;SPC KY1Z     - 1,075,430.    1,202,470.      MT  (+/- 180 meters Scaled)
 GD0581
 GD0581                          SUPERSEDED SURVEY CONTROL
 GD0581
 GD0581  NGVD 29 (??/??/??)  102.323  (m)          335.70   (f) ADJUSTED    1 1
 GD0581
 GD0581.Superseded values are not recommended for survey control.
 GD0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0581.See file dsdata.txt to determine how the superseded data were derived.
 GD0581
 GD0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF137930(NAD 83)
 GD0581_MARKER: DB = BENCH MARK DISK
 GD0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0581_STAMPING: H 2 1926
 GD0581_MARK LOGO: CGS   
 GD0581_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0581+STABILITY: SURFACE MOTION
 GD0581
 GD0581  HISTORY     - Date     Condition        Report By
 GD0581  HISTORY     - 1926     MONUMENTED       USGS
 GD0581  HISTORY     - 1947     GOOD             CGS
 GD0581  HISTORY     - 19931101 GOOD             KYDT
 GD0581  HISTORY     - 20020423 MARK NOT FOUND   USACE
 GD0581
 GD0581                          STATION DESCRIPTION
 GD0581
 GD0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0581'AT WICKLIFFE.
 GD0581'ABOUT 0.15 MILE WEST ALONG COURT STREET FROM THE COURTHOUSE AT
 GD0581'WICKLIFFE, 55.5 FEET NORTHWEST OF THE CENTER OF CROSSING WITH
 GD0581'ILLINOIS CENTRAL RAILROAD, 79 FEET SOUTHEAST OF AND ACROSS TRACK
 GD0581'FROM THE SOUTHWEST CORNER OF RAILROAD STATION, 36 FEET NORTH
 GD0581'OF THE CENTER LINE OF COURT STREET, 13.2 FEET SOUTHWEST OF THE
 GD0581'SOUTHWEST RAIL OF MAIN TRACK, 13.8 FEET NORTH OF A POWER POLE,
 GD0581'5.9 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK, 1 FOOT BELOW
 GD0581'CONCRETE SIDEWALK, 3 FEET BELOW LEVEL OF THE RAILS AND IN THE
 GD0581'TOP OF A CONCRETE POST PROJECTING 8-INCHES UNDER BASSAST.
 GD0581
 GD0581                          STATION RECOVERY (1993)
 GD0581
 GD0581'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GD0581'RECOVERED AS DESCRIBED.
 GD0581
 GD0581                          STATION RECOVERY (2002)
 GD0581
 GD0581'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0424 ***********************************************************************
 GD0424  DESIGNATION -  H 20
 GD0424  PID         -  GD0424
 GD0424  STATE/COUNTY-  KY/GRAVES
 GD0424  USGS QUAD   -  LYNNVILLE (1978)
 GD0424
 GD0424                         *CURRENT SURVEY CONTROL
 GD0424  ___________________________________________________________________
 GD0424* NAD 83(1986)-  36 34 01.     (N)    088 31 20.     (W)     SCALED    
 GD0424* NAVD 88     -       156.861  (meters)     514.63   (feet)  ADJUSTED  
 GD0424  ___________________________________________________________________
 GD0424  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0424  DYNAMIC HT  -         156.736 (meters)     514.22  (feet)  COMP
 GD0424  MODELED GRAV-     979,828.4   (mgal)                       NAVD 88
 GD0424
 GD0424  VERT ORDER  -  SECOND    CLASS 0
 GD0424
 GD0424.The horizontal coordinates were scaled from a topographic map and have
 GD0424.an estimated accuracy of +/- 6 seconds.
 GD0424
 GD0424.The orthometric height was determined by differential leveling
 GD0424.and adjusted by the National Geodetic Survey in June 1991..
 GD0424
 GD0424.The geoid height was determined by GEOID03.
 GD0424
 GD0424.The dynamic height is computed by dividing the NAVD 88
 GD0424.geopotential number by the normal gravity value computed on the
 GD0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0424.degrees latitude (g = 980.6199 gals.).
 GD0424
 GD0424.The modeled gravity was interpolated from observed gravity values.
 GD0424
 GD0424;                    North         East    Units  Estimated Accuracy
 GD0424;SPC KY1Z     - 1,029,620.    1,251,840.      MT  (+/- 180 meters Scaled)
 GD0424
 GD0424                          SUPERSEDED SURVEY CONTROL
 GD0424
 GD0424  NGVD 29 (??/??/??)  156.874  (m)          514.68   (f) ADJUSTED    2 0
 GD0424
 GD0424.Superseded values are not recommended for survey control.
 GD0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0424.See file dsdata.txt to determine how the superseded data were derived.
 GD0424
 GD0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF637479(NAD 83)
 GD0424_MARKER: DB = BENCH MARK DISK
 GD0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0424_STAMPING: H 20 1934
 GD0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0424+STABILITY: SURFACE MOTION
 GD0424
 GD0424  HISTORY     - Date     Condition        Report By
 GD0424  HISTORY     - 1934     MONUMENTED       CGS
 GD0424  HISTORY     - 1936     GOOD             CGS
 GD0424  HISTORY     - 1975     GOOD             NGS
 GD0424  HISTORY     - 20020418 MARK NOT FOUND   USACE
 GD0424
 GD0424                          STATION DESCRIPTION
 GD0424
 GD0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 GD0424'2.8 MI E FROM LYNNVILLE.
 GD0424'1.7 MILES SOUTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF STATE
 GD0424'HIGHWAY 94 IN TIR CITY.  IN THE YARD OF THE O. BOYD FARM, 20 YARDS
 GD0424'SOUTH OF THE SOUTH SIDE OF THE HOUSE, 10 YARDS EAST OF THE CENTER
 GD0424'LINE OF THE HIGHWAY, AND 7 YARDS SOUTH OF THE ENTRANCE DRIVE.  A
 GD0424'POST.
 GD0424
 GD0424                          STATION RECOVERY (1975)
 GD0424
 GD0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GD0424'RECOVERED IN GOOD CONDITION.
 GD0424
 GD0424                          STATION RECOVERY (2002)
 GD0424
 GD0424'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1082 ***********************************************************************
 GZ1082  DESIGNATION -  H 200
 GZ1082  PID         -  GZ1082
 GZ1082  STATE/COUNTY-  KY/PULASKI
 GZ1082  USGS QUAD   -  BOBTOWN (1987)
 GZ1082
 GZ1082                         *CURRENT SURVEY CONTROL
 GZ1082  ___________________________________________________________________
 GZ1082* NAD 83(1986)-  37 08 00.     (N)    084 32 53.     (W)     SCALED    
 GZ1082* NAVD 88     -       295.890  (meters)     970.77   (feet)  ADJUSTED  
 GZ1082  ___________________________________________________________________
 GZ1082  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GZ1082  DYNAMIC HT  -         295.663 (meters)     970.02  (feet)  COMP
 GZ1082  MODELED GRAV-     979,856.3   (mgal)                       NAVD 88
 GZ1082
 GZ1082  VERT ORDER  -  SECOND    CLASS 0
 GZ1082
 GZ1082.The horizontal coordinates were scaled from a topographic map and have
 GZ1082.an estimated accuracy of +/- 6 seconds.
 GZ1082
 GZ1082.The orthometric height was determined by differential leveling
 GZ1082.and adjusted by the National Geodetic Survey in June 1991..
 GZ1082
 GZ1082.The geoid height was determined by GEOID03.
 GZ1082
 GZ1082.The dynamic height is computed by dividing the NAVD 88
 GZ1082.geopotential number by the normal gravity value computed on the
 GZ1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1082.degrees latitude (g = 980.6199 gals.).
 GZ1082
 GZ1082.The modeled gravity was interpolated from observed gravity values.
 GZ1082
 GZ1082;                    North         East    Units  Estimated Accuracy
 GZ1082;SPC KY1Z     - 1,089,480.    1,606,800.      MT  (+/- 180 meters Scaled)
 GZ1082
 GZ1082                          SUPERSEDED SURVEY CONTROL
 GZ1082
 GZ1082  NGVD 29 (??/??/92)  296.055  (m)          971.31   (f) ADJ UNCH    2 0
 GZ1082
 GZ1082.Superseded values are not recommended for survey control.
 GZ1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1082.See file dsdata.txt to determine how the superseded data were derived.
 GZ1082
 GZ1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG178124(NAD 83)
 GZ1082_MARKER: DB = BENCH MARK DISK
 GZ1082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1082_SP_SET: BRIDGE
 GZ1082_STAMPING: H 200 1950 971.307
 GZ1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1082+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 GZ1082
 GZ1082  HISTORY     - Date     Condition        Report By
 GZ1082  HISTORY     - 1950     MONUMENTED       CGS
 GZ1082  HISTORY     - 1957     GOOD             NGS
 GZ1082  HISTORY     - 1983     GOOD             KYDT
 GZ1082  HISTORY     - 20050509 GOOD             KYDT
 GZ1082
 GZ1082                          STATION DESCRIPTION
 GZ1082
 GZ1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1082'4.6 MI NE FROM SOMERSET.
 GZ1082'ABOUT 4.6 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM THE COURT
 GZ1082'HOUSE AT SOMERSET, ABOUT 1.8 MILES NORTHEAST OF A BRIDGE OVER
 GZ1082'PITMAN CREEK, AT THE JUNCTION OF A DIM ROAD NORTH THAT PARALLELS
 GZ1082'THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD
 GZ1082'WALL OF A 16-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 18 FEET
 GZ1082'WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 12 YARDS NORTH
 GZ1082'OF JUNCTION AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 GZ1082
 GZ1082                          STATION RECOVERY (1957)
 GZ1082
 GZ1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ1082'RECOVERED IN GOOD CONDITION.
 GZ1082
 GZ1082                          STATION RECOVERY (1983)
 GZ1082
 GZ1082'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1082'RECOVERED IN GOOD CONDITION.
 GZ1082
 GZ1082                          STATION RECOVERY (2005)
 GZ1082
 GZ1082'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1082'MARK IS ABOUT 0.15 MILE NORTHEAST ALONG BARNESBURG ROAD (OLD KY
 GZ1082'80)FROM JUNCTION OF KY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0546 ***********************************************************************
 GZ0546  DESIGNATION -  H 201
 GZ0546  PID         -  GZ0546
 GZ0546  STATE/COUNTY-  KY/LAUREL
 GZ0546  USGS QUAD   -  LONDON SW (1979)
 GZ0546
 GZ0546                         *CURRENT SURVEY CONTROL
 GZ0546  ___________________________________________________________________
 GZ0546* NAD 83(1986)-  37 02 22.     (N)    084 11 32.     (W)     SCALED    
 GZ0546* NAVD 88     -       386.416  (meters)    1267.77   (feet)  ADJUSTED  
 GZ0546  ___________________________________________________________________
 GZ0546  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GZ0546  DYNAMIC HT  -         386.114 (meters)    1266.78  (feet)  COMP
 GZ0546  MODELED GRAV-     979,837.8   (mgal)                       NAVD 88
 GZ0546
 GZ0546  VERT ORDER  -  SECOND    CLASS 0
 GZ0546
 GZ0546.The horizontal coordinates were scaled from a topographic map and have
 GZ0546.an estimated accuracy of +/- 6 seconds.
 GZ0546
 GZ0546.The orthometric height was determined by differential leveling
 GZ0546.and adjusted by the National Geodetic Survey in June 1991..
 GZ0546
 GZ0546.The geoid height was determined by GEOID03.
 GZ0546
 GZ0546.The dynamic height is computed by dividing the NAVD 88
 GZ0546.geopotential number by the normal gravity value computed on the
 GZ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0546.degrees latitude (g = 980.6199 gals.).
 GZ0546
 GZ0546.The modeled gravity was interpolated from observed gravity values.
 GZ0546
 GZ0546;                    North         East    Units  Estimated Accuracy
 GZ0546;SPC KY1Z     - 1,079,530.    1,638,580.      MT  (+/- 180 meters Scaled)
 GZ0546
 GZ0546                          SUPERSEDED SURVEY CONTROL
 GZ0546
 GZ0546  NGVD 29 (??/??/92)  386.571  (m)         1268.28   (f) ADJ UNCH    2 0
 GZ0546
 GZ0546.Superseded values are not recommended for survey control.
 GZ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0546.See file dsdata.txt to determine how the superseded data were derived.
 GZ0546
 GZ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG497029(NAD 83)
 GZ0546_MARKER: DB = BENCH MARK DISK
 GZ0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0546_STAMPING: H 201 1950 1268.275
 GZ0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0546+STABILITY: SURFACE MOTION
 GZ0546
 GZ0546  HISTORY     - Date     Condition        Report By
 GZ0546  HISTORY     - 1950     MONUMENTED       CGS
 GZ0546  HISTORY     - 1958     GOOD             NGS
 GZ0546
 GZ0546                          STATION DESCRIPTION
 GZ0546
 GZ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0546'9.1 MI SW FROM LONDON.
 GZ0546'ABOUT 9.1 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE COURT
 GZ0546'HOUSE AT LONDON, ABOUT 0.2 MILE NORTH OF THE JUNCTION OF A ROAD
 GZ0546'EAST, ABOUT 0.5 MILE SOUTHWEST OF A DIRT ROAD EAST, SET AT THE
 GZ0546'JUNCTION OF A DRIVE WEST TO FARM BUILDINGS, 34 FEET WEST OF THE
 GZ0546'CENTER LINE OF THE HIGHWAY, 31 FEET NORTHEAST OF THE CENTER
 GZ0546'LINE OF THE DRIVE, 151 FEET NORTH OF THE WEST END OF A 24-INCH
 GZ0546'PIPE CULVERT WITH CONCRETE HEAD WALLS, 22 FEET EAST OF A 4-INCH
 GZ0546'SYCAMORE TREE, 27 1/2 FEET NORTHWEST OF A 5-INCH SYCAMORE TREE,
 GZ0546'17 1/2 FEET SOUTHWEST OF AN 8-INCH SYCAMORE TREE, ABOUT 2 FEET
 GZ0546'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ0546'PROJECTING 6 INCHES.
 GZ0546
 GZ0546                          STATION RECOVERY (1958)
 GZ0546
 GZ0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0323 ***********************************************************************
 GB0323  DESIGNATION -  H 202
 GB0323  PID         -  GB0323
 GB0323  STATE/COUNTY-  KY/LAUREL
 GB0323  USGS QUAD   -  VOX (1982)
 GB0323
 GB0323                         *CURRENT SURVEY CONTROL
 GB0323  ___________________________________________________________________
 GB0323* NAD 83(1986)-  36 56 49.     (N)    084 13 56.     (W)     SCALED    
 GB0323* NAVD 88     -       329.650  (meters)    1081.53   (feet)  ADJUSTED  
 GB0323  ___________________________________________________________________
 GB0323  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GB0323  DYNAMIC HT  -         329.387 (meters)    1080.66  (feet)  COMP
 GB0323  MODELED GRAV-     979,824.8   (mgal)                       NAVD 88
 GB0323
 GB0323  VERT ORDER  -  SECOND    CLASS 0
 GB0323
 GB0323.The horizontal coordinates were scaled from a topographic map and have
 GB0323.an estimated accuracy of +/- 6 seconds.
 GB0323
 GB0323.The orthometric height was determined by differential leveling
 GB0323.and adjusted by the National Geodetic Survey in June 1991..
 GB0323
 GB0323.The geoid height was determined by GEOID03.
 GB0323
 GB0323.The dynamic height is computed by dividing the NAVD 88
 GB0323.geopotential number by the normal gravity value computed on the
 GB0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0323.degrees latitude (g = 980.6199 gals.).
 GB0323
 GB0323.The modeled gravity was interpolated from observed gravity values.
 GB0323
 GB0323;                    North         East    Units  Estimated Accuracy
 GB0323;SPC KY1Z     - 1,069,200.    1,635,190.      MT  (+/- 180 meters Scaled)
 GB0323
 GB0323                          SUPERSEDED SURVEY CONTROL
 GB0323
 GB0323  NGVD 29 (??/??/92)  329.804  (m)         1082.03   (f) ADJ UNCH    2 0
 GB0323
 GB0323.Superseded values are not recommended for survey control.
 GB0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0323.See file dsdata.txt to determine how the superseded data were derived.
 GB0323
 GB0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF464925(NAD 83)
 GB0323_MARKER: DB = BENCH MARK DISK
 GB0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0323_STAMPING: H 202 1950 1082.032
 GB0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0323+STABILITY: SURFACE MOTION
 GB0323
 GB0323  HISTORY     - Date     Condition        Report By
 GB0323  HISTORY     - 1950     MONUMENTED       CGS
 GB0323  HISTORY     - 1962     GOOD             NGS
 GB0323
 GB0323                          STATION DESCRIPTION
 GB0323
 GB0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0323'7 MI SW FROM KEAVY.
 GB0323'ABOUT 1.5 MILES WEST AND SOUTH ALONG A GRAVEL ROAD FROM THE
 GB0323'JUNCTION OF STATE HIGHWAY 363 AND POST OFFICE AT KEAVY, THENCE
 GB0323'ABOUT 3.75 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE ABOUT 1.75
 GB0323'MILES SOUTHEAST ALONG A DIM ROAD, AT THE NORTHEAST CORNER OF A
 GB0323'LARGE CLEARING, 15 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GB0323'44 FEET SOUTH OF A 40-INCH POPLAR TREE, 12 FEET NORTH OF A
 GB0323'TRIANGULAR BLAZED 12-INCH PINE TREE, 6 1/2 FEET SOUTH OF THE
 GB0323'NORTH END OF A FENCE LINE, 1 FOOT EAST OF A FENCE, 1 FOOT ABOVE
 GB0323'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB0323'NOTE-- THE MARK IS ALSO 50 YARDS NORTH OF THE NORTH EDGE OF A
 GB0323'CLEARING ON THE TOP OF A NARROW RIDGE.
 GB0323
 GB0323                          STATION RECOVERY (1962)
 GB0323
 GB0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0561 ***********************************************************************
 GZ0561  DESIGNATION -  H 203
 GZ0561  PID         -  GZ0561
 GZ0561  STATE/COUNTY-  KY/LAUREL
 GZ0561  USGS QUAD   -  LILY (1970)
 GZ0561
 GZ0561                         *CURRENT SURVEY CONTROL
 GZ0561  ___________________________________________________________________
 GZ0561* NAD 83(1986)-  37 03 16.     (N)    084 01 38.     (W)     SCALED    
 GZ0561* NAVD 88     -       334.762  (meters)    1098.30   (feet)  ADJUSTED  
 GZ0561  ___________________________________________________________________
 GZ0561  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GZ0561  DYNAMIC HT  -         334.492 (meters)    1097.41  (feet)  COMP
 GZ0561  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 GZ0561
 GZ0561  VERT ORDER  -  SECOND    CLASS 0
 GZ0561
 GZ0561.The horizontal coordinates were scaled from a topographic map and have
 GZ0561.an estimated accuracy of +/- 6 seconds.
 GZ0561
 GZ0561.The orthometric height was determined by differential leveling
 GZ0561.and adjusted by the National Geodetic Survey in June 1991..
 GZ0561
 GZ0561.The geoid height was determined by GEOID03.
 GZ0561
 GZ0561.The dynamic height is computed by dividing the NAVD 88
 GZ0561.geopotential number by the normal gravity value computed on the
 GZ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0561.degrees latitude (g = 980.6199 gals.).
 GZ0561
 GZ0561.The modeled gravity was interpolated from observed gravity values.
 GZ0561
 GZ0561;                    North         East    Units  Estimated Accuracy
 GZ0561;SPC KY1Z     - 1,081,450.    1,653,230.      MT  (+/- 180 meters Scaled)
 GZ0561
 GZ0561                          SUPERSEDED SURVEY CONTROL
 GZ0561
 GZ0561  NGVD 29 (??/??/92)  334.913  (m)         1098.79   (f) ADJ UNCH    2 0
 GZ0561
 GZ0561.Superseded values are not recommended for survey control.
 GZ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0561.See file dsdata.txt to determine how the superseded data were derived.
 GZ0561
 GZ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG643050(NAD 83)
 GZ0561_MARKER: DB = BENCH MARK DISK
 GZ0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0561_SP_SET: BRIDGE ABUTMENT
 GZ0561_STAMPING: H 203 1950 1098.794
 GZ0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0561
 GZ0561  HISTORY     - Date     Condition        Report By
 GZ0561  HISTORY     - 1950     MONUMENTED       CGS
 GZ0561  HISTORY     - 1957     GOOD             NGS
 GZ0561
 GZ0561                          STATION DESCRIPTION
 GZ0561
 GZ0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0561'2.4 MI SE FROM FARISTON.
 GZ0561'ABOUT 1.55 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE LOUISVILLE
 GZ0561'AND NASHVILLE RAILROAD STATION AT FARISTON, THENCE ABOUT 0.8
 GZ0561'MILE SOUTHEAST ALONG STATE HIGHWAY 229, SET IN THE TOP OF THE
 GZ0561'EAST END OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE OVER LAUREL
 GZ0561'RIVER, 14 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2
 GZ0561'FEET EAST OF THE EAST BANISTER AND ABOUT LEVEL WITH THE HIGHWAY.
 GZ0561
 GZ0561                          STATION RECOVERY (1957)
 GZ0561
 GZ0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0241 ***********************************************************************
 GB0241  DESIGNATION -  H 204
 GB0241  PID         -  GB0241
 GB0241  STATE/COUNTY-  KY/KNOX
 GB0241  USGS QUAD   -  CORBIN (1978)
 GB0241
 GB0241                         *CURRENT SURVEY CONTROL
 GB0241  ___________________________________________________________________
 GB0241* NAD 83(1986)-  36 56 30.     (N)    084 00 16.     (W)     SCALED    
 GB0241* NAVD 88     -       337.100  (meters)    1105.97   (feet)  ADJUSTED  
 GB0241  ___________________________________________________________________
 GB0241  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0241  DYNAMIC HT  -         336.824 (meters)    1105.06  (feet)  COMP
 GB0241  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 GB0241
 GB0241  VERT ORDER  -  SECOND    CLASS 0
 GB0241
 GB0241.The horizontal coordinates were scaled from a topographic map and have
 GB0241.an estimated accuracy of +/- 6 seconds.
 GB0241
 GB0241.The orthometric height was determined by differential leveling
 GB0241.and adjusted by the National Geodetic Survey in June 1991..
 GB0241
 GB0241.The geoid height was determined by GEOID03.
 GB0241
 GB0241.The dynamic height is computed by dividing the NAVD 88
 GB0241.geopotential number by the normal gravity value computed on the
 GB0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0241.degrees latitude (g = 980.6199 gals.).
 GB0241
 GB0241.The modeled gravity was interpolated from observed gravity values.
 GB0241
 GB0241;                    North         East    Units  Estimated Accuracy
 GB0241;SPC KY1Z     - 1,068,970.    1,655,490.      MT  (+/- 180 meters Scaled)
 GB0241
 GB0241                          SUPERSEDED SURVEY CONTROL
 GB0241
 GB0241  NGVD 29 (??/??/92)  337.256  (m)         1106.48   (f) ADJ UNCH    2 0
 GB0241
 GB0241.Superseded values are not recommended for survey control.
 GB0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0241.See file dsdata.txt to determine how the superseded data were derived.
 GB0241
 GB0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF667925(NAD 83)
 GB0241_MARKER: DB = BENCH MARK DISK
 GB0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0241_SP_SET: BUILDING
 GB0241_STAMPING: H 204 1950 1106.481
 GB0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0241
 GB0241  HISTORY     - Date     Condition        Report By
 GB0241  HISTORY     - 1950     MONUMENTED       CGS
 GB0241  HISTORY     - 1957     GOOD             NGS
 GB0241
 GB0241                          STATION DESCRIPTION
 GB0241
 GB0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0241'AT GRAYS.
 GB0241'AT GRAYS, ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 233 FROM THE
 GB0241'LOUISVILLE AND NASHVILLE RAILROAD STATION, SET VERTICALLY IN THE
 GB0241'SOUTHEAST FACE AT THE EAST CORNER OF THE METHODIST CHURCH, 24 FEET
 GB0241'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET ABOVE
 GB0241'THE GROUND, 1 FOOT SOUTHWEST OF THE EAST CORNER OF THE BUILDING
 GB0241'AND ABOUT 2 FEET ABOVE THE HIGHWAY.
 GB0241
 GB0241                          STATION RECOVERY (1957)
 GB0241
 GB0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0351 ***********************************************************************
 GB0351  DESIGNATION -  H 205
 GB0351  PID         -  GB0351
 GB0351  STATE/COUNTY-  KY/MCCREARY
 GB0351  USGS QUAD   -  CUMBERLAND FALLS (1981)
 GB0351
 GB0351                         *CURRENT SURVEY CONTROL
 GB0351  ___________________________________________________________________
 GB0351* NAD 83(1986)-  36 50 19.     (N)    084 22 14.     (W)     SCALED    
 GB0351* NAVD 88     -       369.811  (meters)    1213.29   (feet)  ADJUSTED  
 GB0351  ___________________________________________________________________
 GB0351  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GB0351  DYNAMIC HT  -         369.519 (meters)    1212.33  (feet)  COMP
 GB0351  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 GB0351
 GB0351  VERT ORDER  -  SECOND    CLASS 0
 GB0351
 GB0351.The horizontal coordinates were scaled from a topographic map and have
 GB0351.an estimated accuracy of +/- 6 seconds.
 GB0351
 GB0351.The orthometric height was determined by differential leveling
 GB0351.and adjusted by the National Geodetic Survey in June 1991..
 GB0351
 GB0351.The geoid height was determined by GEOID03.
 GB0351
 GB0351.The dynamic height is computed by dividing the NAVD 88
 GB0351.geopotential number by the normal gravity value computed on the
 GB0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0351.degrees latitude (g = 980.6199 gals.).
 GB0351
 GB0351.The modeled gravity was interpolated from observed gravity values.
 GB0351
 GB0351;                    North         East    Units  Estimated Accuracy
 GB0351;SPC KY1Z     - 1,056,990.    1,623,050.      MT  (+/- 180 meters Scaled)
 GB0351
 GB0351                          SUPERSEDED SURVEY CONTROL
 GB0351
 GB0351  NGVD 29 (??/??/92)  369.964  (m)         1213.79   (f) ADJ UNCH    2 0
 GB0351
 GB0351.Superseded values are not recommended for survey control.
 GB0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0351.See file dsdata.txt to determine how the superseded data were derived.
 GB0351
 GB0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF344801(NAD 83)
 GB0351_MARKER: DB = BENCH MARK DISK
 GB0351_SETTING: 66 = SET IN ROCK OUTCROP
 GB0351_SP_SET: ROCK OUTCROP
 GB0351_STAMPING: H 205 1950 1213.790
 GB0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0351+STABILITY: POSITION/ELEVATION WELL
 GB0351
 GB0351  HISTORY     - Date     Condition        Report By
 GB0351  HISTORY     - 1950     MONUMENTED       CGS
 GB0351  HISTORY     - 1957     GOOD             NGS
 GB0351  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0351
 GB0351                          STATION DESCRIPTION
 GB0351
 GB0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0351'2.8 MI W FROM CUMBERLAND FALLS.
 GB0351'ABOUT 2.85 MILES WEST ALONG STATE HIGHWAY 90 FROM THE WEST FERRY
 GB0351'LANDING ON CUMBERLAND RIVER AT CUMBERLANDS FALLS, ABOUT 0.25
 GB0351'MILE SOUTHEAST OF HONEY BEE POST OFFICE, ABOUT 0.75 MILE NORTHWEST
 GB0351'OF THE JUNCTION OF STATE HIGHWAY 700, ON THE OUTSIDE OF A LONG
 GB0351'CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, AT THE JUNCTION
 GB0351'OF A DIM ROAD NORTH, SET IN THE TOP OF THE NORTHEAST EDGE NEAR
 GB0351'THE SOUTHEAST END OF A LONG FLAT OUTCROP OF ROCK, 61 FEET
 GB0351'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF
 GB0351'THE CENTER LINE OF DIM ROAD, 27 1/2 FEET NORTH OF TELEPHONE POLE
 GB0351'NO. 516, 10 FEET EAST OF THE TELEPHONE LINE, AND ABOUT LEVEL
 GB0351'WITH HIGHWAY.
 GB0351
 GB0351                          STATION RECOVERY (1957)
 GB0351
 GB0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0351'RECOVERED IN GOOD CONDITION.
 GB0351
 GB0351                          STATION RECOVERY (1977)
 GB0351
 GB0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2915 ***********************************************************************
 GA2915  DESIGNATION -  H 206
 GA2915  PID         -  GA2915
 GA2915  STATE/COUNTY-  KY/WHITLEY
 GA2915  USGS QUAD   -  FRAKES (1952)
 GA2915
 GA2915                         *CURRENT SURVEY CONTROL
 GA2915  ___________________________________________________________________
 GA2915* NAD 83(1986)-  36 42 42.     (N)    083 57 36.     (W)     SCALED    
 GA2915* NAVD 88     -       296.160  (meters)     971.65   (feet)  ADJUSTED  
 GA2915  ___________________________________________________________________
 GA2915  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GA2915  DYNAMIC HT  -         295.907 (meters)     970.82  (feet)  COMP
 GA2915  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GA2915
 GA2915  VERT ORDER  -  SECOND    CLASS 0
 GA2915
 GA2915.The horizontal coordinates were scaled from a topographic map and have
 GA2915.an estimated accuracy of +/- 6 seconds.
 GA2915
 GA2915.The orthometric height was determined by differential leveling
 GA2915.and adjusted by the National Geodetic Survey in June 1991..
 GA2915
 GA2915.The geoid height was determined by GEOID03.
 GA2915
 GA2915.The dynamic height is computed by dividing the NAVD 88
 GA2915.geopotential number by the normal gravity value computed on the
 GA2915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2915.degrees latitude (g = 980.6199 gals.).
 GA2915
 GA2915.The modeled gravity was interpolated from observed gravity values.
 GA2915
 GA2915;                    North         East    Units  Estimated Accuracy
 GA2915;SPC KY1Z     - 1,043,530.    1,659,940.      MT  (+/- 180 meters Scaled)
 GA2915
 GA2915                          SUPERSEDED SURVEY CONTROL
 GA2915
 GA2915  NGVD 29 (??/??/92)  296.308  (m)          972.14   (f) ADJ UNCH    2 0
 GA2915
 GA2915.Superseded values are not recommended for survey control.
 GA2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2915.See file dsdata.txt to determine how the superseded data were derived.
 GA2915
 GA2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA356669(NAD 83)
 GA2915_MARKER: DB = BENCH MARK DISK
 GA2915_SETTING: 66 = SET IN ROCK OUTCROP
 GA2915_SP_SET: OUTCROP
 GA2915_STAMPING: H 206 1950 972.137
 GA2915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2915+STABILITY: POSITION/ELEVATION WELL
 GA2915
 GA2915  HISTORY     - Date     Condition        Report By
 GA2915  HISTORY     - 1950     MONUMENTED       CGS
 GA2915  HISTORY     - 1957     POOR             NGS
 GA2915  HISTORY     - 20020806 POOR             KYDT
 GA2915  HISTORY     - 20020806 POOR             KYDT
 GA2915
 GA2915                          STATION DESCRIPTION
 GA2915
 GA2915'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2915'0.9 MI E FROM CARPENTER.
 GA2915'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 92 FROM THE BAPTIST CHURCH
 GA2915'AND CEMETERY AT CARPENTER, THENCE ABOUT 0.3 MILE NORTHEAST ALONG
 GA2915'A GRAVEL ROAD, ABOUT 1.05 MILES SOUTHWEST OF THE ROAD JUNCTION AT
 GA2915'RAIN, 143 YARDS NORTHEAST OF THE NORTHEAST END OF A BRIDGE OVER
 GA2915'GOLDEN FORK, SET VERTICALLY IN THE FACE OF SOLID ROCK IN A ROCKY
 GA2915'CUT, 13 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 35 YARDS
 GA2915'NORTHEAST OF THE SOUTHWEST END OF CUT AND ABOUT 2 FEET ABOVE THE
 GA2915'ROAD.
 GA2915
 GA2915                          STATION RECOVERY (1957)
 GA2915
 GA2915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2915'MARK RECOVERED IN POOR CONDITION.
 GA2915
 GA2915                          STATION RECOVERY (2002)
 GA2915
 GA2915'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2915'MARK IS 21 YARDS NORTHEAST OF A GAS PIPELINE CROSSING UNDER THE ROAD.
 GA2915
 GA2915                          STATION RECOVERY (2002)
 GA2915
 GA2915'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2915'MARK IS ABOUT 21 YARDS NORTHEAST OF THE CENTERLINE OF ROAD AT A GAS
 GA2915'PIPELINE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2936 ***********************************************************************
 GA2936  DESIGNATION -  H 207
 GA2936  PID         -  GA2936
 GA2936  STATE/COUNTY-  KY/KNOX
 GA2936  USGS QUAD   -  KAYJAY (1983)
 GA2936
 GA2936                         *CURRENT SURVEY CONTROL
 GA2936  ___________________________________________________________________
 GA2936* NAD 83(1986)-  36 43 23.     (N)    083 50 01.     (W)     SCALED    
 GA2936* NAVD 88     -       457.356  (meters)    1500.51   (feet)  ADJUSTED  
 GA2936  ___________________________________________________________________
 GA2936  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GA2936  DYNAMIC HT  -         456.967 (meters)    1499.23  (feet)  COMP
 GA2936  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 GA2936
 GA2936  VERT ORDER  -  SECOND    CLASS 0
 GA2936
 GA2936.The horizontal coordinates were scaled from a topographic map and have
 GA2936.an estimated accuracy of +/- 6 seconds.
 GA2936
 GA2936.The orthometric height was determined by differential leveling
 GA2936.and adjusted by the National Geodetic Survey in June 1991..
 GA2936
 GA2936.The geoid height was determined by GEOID03.
 GA2936
 GA2936.The dynamic height is computed by dividing the NAVD 88
 GA2936.geopotential number by the normal gravity value computed on the
 GA2936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2936.degrees latitude (g = 980.6199 gals.).
 GA2936
 GA2936.The modeled gravity was interpolated from observed gravity values.
 GA2936
 GA2936;                    North         East    Units  Estimated Accuracy
 GA2936;SPC KY1Z     - 1,045,010.    1,671,200.      MT  (+/- 180 meters Scaled)
 GA2936
 GA2936                          SUPERSEDED SURVEY CONTROL
 GA2936
 GA2936  NGVD 29 (??/??/92)  457.507  (m)         1501.00   (f) ADJ UNCH    2 0
 GA2936
 GA2936.Superseded values are not recommended for survey control.
 GA2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2936.See file dsdata.txt to determine how the superseded data were derived.
 GA2936
 GA2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA469678(NAD 83)
 GA2936_MARKER: DB = BENCH MARK DISK
 GA2936_SETTING: 66 = SET IN ROCK OUTCROP
 GA2936_SP_SET: ROCK CUT
 GA2936_STAMPING: H 207 1950 1501.004
 GA2936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2936+STABILITY: POSITION/ELEVATION WELL
 GA2936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2936+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2936
 GA2936  HISTORY     - Date     Condition        Report By
 GA2936  HISTORY     - 1950     MONUMENTED       CGS
 GA2936  HISTORY     - 1957     GOOD             NGS
 GA2936  HISTORY     - 20020806 GOOD             KYDT
 GA2936
 GA2936                          STATION DESCRIPTION
 GA2936
 GA2936'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2936'2.2 MI SE FROM KAYJAY.
 GA2936'0.15 MILE SOUTHWEST ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT
 GA2936'KAYJAY, THENCE ABOUT 2.1 MILES SOUTHEAST ALONG A GRAVEL ROAD, ON
 GA2936'NORTH SLOPE OF A LONG HILL, ABOUT 0.3 MILE NORTH OF TOP OF GRADE,
 GA2936'17 FEET NORTH OF THE CENTER LINE OF ROAD, 22 FEET EAST OF THE
 GA2936'NORTH END OF AN 18-INCH PIPE CULVERT, SET VERTICALLY IN FACE OF
 GA2936'RECEDING PART OF A ROCK CUT, AND ABOUT 5 FEET ABOVE THE ROAD.
 GA2936'NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT INGRAM, BELL
 GA2936'COUNTY, BY GOING ABOUT 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY
 GA2936'92, THENCE ABOUT 1.7 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING
 GA2936'TO KAYJAY.
 GA2936
 GA2936                          STATION RECOVERY (1957)
 GA2936
 GA2936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2936'RECOVERED IN GOOD CONDITION.
 GA2936
 GA2936                          STATION RECOVERY (2002)
 GA2936
 GA2936'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2920 ***********************************************************************
 GA2920  DESIGNATION -  H 208
 GA2920  PID         -  GA2920
 GA2920  STATE/COUNTY-  KY/KNOX
 GA2920  USGS QUAD   -  FRAKES (1952)
 GA2920
 GA2920                         *CURRENT SURVEY CONTROL
 GA2920  ___________________________________________________________________
 GA2920* NAD 83(1986)-  36 44 57.     (N)    083 53 43.     (W)     SCALED    
 GA2920* NAVD 88     -       391.967  (meters)    1285.98   (feet)  ADJUSTED  
 GA2920  ___________________________________________________________________
 GA2920  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 GA2920  DYNAMIC HT  -         391.636 (meters)    1284.89  (feet)  COMP
 GA2920  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 GA2920
 GA2920  VERT ORDER  -  SECOND    CLASS 0
 GA2920
 GA2920.The horizontal coordinates were scaled from a topographic map and have
 GA2920.an estimated accuracy of +/- 6 seconds.
 GA2920
 GA2920.The orthometric height was determined by differential leveling
 GA2920.and adjusted by the National Geodetic Survey in June 1991..
 GA2920
 GA2920.The geoid height was determined by GEOID03.
 GA2920
 GA2920.The dynamic height is computed by dividing the NAVD 88
 GA2920.geopotential number by the normal gravity value computed on the
 GA2920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2920.degrees latitude (g = 980.6199 gals.).
 GA2920
 GA2920.The modeled gravity was interpolated from observed gravity values.
 GA2920
 GA2920;                    North         East    Units  Estimated Accuracy
 GA2920;SPC KY1Z     - 1,047,800.    1,665,640.      MT  (+/- 180 meters Scaled)
 GA2920
 GA2920                          SUPERSEDED SURVEY CONTROL
 GA2920
 GA2920  NGVD 29 (??/??/92)  392.116  (m)         1286.47   (f) ADJ UNCH    2 0
 GA2920
 GA2920.Superseded values are not recommended for survey control.
 GA2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2920.See file dsdata.txt to determine how the superseded data were derived.
 GA2920
 GA2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA415709(NAD 83)
 GA2920_MARKER: DB = BENCH MARK DISK
 GA2920_SETTING: 66 = SET IN ROCK OUTCROP
 GA2920_SP_SET: OUTCROP
 GA2920_STAMPING: H 208 1951 1286.467
 GA2920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2920+STABILITY: POSITION/ELEVATION WELL
 GA2920
 GA2920  HISTORY     - Date     Condition        Report By
 GA2920  HISTORY     - 1951     MONUMENTED       CGS
 GA2920  HISTORY     - 1957     GOOD             NGS
 GA2920
 GA2920                          STATION DESCRIPTION
 GA2920
 GA2920'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2920'3.4 MI W FROM KAYJAY.
 GA2920'2.4 MILES WEST ALONG A ROUGH ROAD LEADING TO ANCHOR FROM THE
 GA2920'POST OFFICE AT KAYJAY, THENCE ABOUT 1.0 MILE SOUTHWEST ALONG A
 GA2920'TRAIL LEADING INTO EAST RIDGE BRANCH VALLEY, ABOUT 0.5 MILE
 GA2920'SOUTHWEST OF THE TOP OF RIDGE, ABOUT 0.3 MILE SOUTHWEST OF A
 GA2920'CROSS TRAIL, SET IN THE TOP OF THE SOUTH END OF A 14 BY 12-FOOT
 GA2920'OUTCROP OF ROCK, 6 FEET WEST OF THE EAST ONE OF TWO TRAILS, 15
 GA2920'FEET EAST OF THE WEST ONE OF TWO TRAILS AND ABOUT 3 1/2 FEET
 GA2920'ABOVE THE TRAILS.
 GA2920
 GA2920                          STATION RECOVERY (1957)
 GA2920
 GA2920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2635 ***********************************************************************
 GA2635  DESIGNATION -  H 209
 GA2635  PID         -  GA2635
 GA2635  STATE/COUNTY-  KY/BELL
 GA2635  USGS QUAD   -  FORK RIDGE (1959)
 GA2635
 GA2635                         *CURRENT SURVEY CONTROL
 GA2635  ___________________________________________________________________
 GA2635* NAD 83(1986)-  36 37 05.     (N)    083 50 27.     (W)     SCALED    
 GA2635* NAVD 88     -       593.709  (meters)    1947.86   (feet)  ADJUSTED  
 GA2635  ___________________________________________________________________
 GA2635  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GA2635  DYNAMIC HT  -         593.169 (meters)    1946.09  (feet)  COMP
 GA2635  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 GA2635
 GA2635  VERT ORDER  -  SECOND    CLASS 0
 GA2635
 GA2635.The horizontal coordinates were scaled from a topographic map and have
 GA2635.an estimated accuracy of +/- 6 seconds.
 GA2635
 GA2635.The orthometric height was determined by differential leveling
 GA2635.and adjusted by the National Geodetic Survey in June 1991..
 GA2635
 GA2635.The geoid height was determined by GEOID03.
 GA2635
 GA2635.The dynamic height is computed by dividing the NAVD 88
 GA2635.geopotential number by the normal gravity value computed on the
 GA2635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2635.degrees latitude (g = 980.6199 gals.).
 GA2635
 GA2635.The modeled gravity was interpolated from observed gravity values.
 GA2635
 GA2635;                    North         East    Units  Estimated Accuracy
 GA2635;SPC KY1Z     - 1,033,350.    1,670,800.      MT  (+/- 180 meters Scaled)
 GA2635
 GA2635                          SUPERSEDED SURVEY CONTROL
 GA2635
 GA2635  NGVD 29 (??/??/92)  593.824  (m)         1948.24   (f) ADJ UNCH    2 0
 GA2635
 GA2635.Superseded values are not recommended for survey control.
 GA2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2635.See file dsdata.txt to determine how the superseded data were derived.
 GA2635
 GA2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA459562(NAD 83)
 GA2635_MARKER: DB = BENCH MARK DISK
 GA2635_SETTING: 66 = SET IN ROCK OUTCROP
 GA2635_SP_SET: ROCK OUTCROP
 GA2635_STAMPING: H 209 1951 1948.235
 GA2635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2635+STABILITY: POSITION/ELEVATION WELL
 GA2635
 GA2635  HISTORY     - Date     Condition        Report By
 GA2635  HISTORY     - 1951     MONUMENTED       CGS
 GA2635  HISTORY     - 1975     GOOD             NGS
 GA2635
 GA2635                          STATION DESCRIPTION
 GA2635
 GA2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2635'1 MI NW FROM CAPITO.
 GA2635'0.95 MILE NORTHWEST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 GA2635'AT CAPITO, ABOUT 0.4 MILE SOUTHEAST OF THE JUNCTION OF A ROAD
 GA2635'NORTHEAST ACROSS A VALLEY TO A LARGE COAL MINE, ABOUT 0.5 MILE
 GA2635'NORTHWEST OF THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD
 GA2635'AT SOUTHEAST FOOT OF GRADE OVER LOG MOUNTAIN, ABOUT 65 YARDS
 GA2635'SOUTHEAST OF THE JUNCTION OF A DIM ROAD SOUTHWEST AND UP HILL,
 GA2635'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND
 GA2635'NORTH, JUST SOUTHEAST OF A SHORT FILL ACROSS A HOLLOW, SET IN THE
 GA2635'TOP OF A FLAT 1 1/2 BY 1 1/2-FOOT EXPOSED PART OF AN OUTCROP OF
 GA2635'ROCK NEAR THE CENTER OF AN ABANDONED TRAIL LEADING SOUTHWEST, 20
 GA2635'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 GA2635'WITH THE HIGHWAY.
 GA2635
 GA2635                          STATION RECOVERY (1975)
 GA2635
 GA2635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2999 ***********************************************************************
 GA2999  DESIGNATION -  H 210
 GA2999  PID         -  GA2999
 GA2999  STATE/COUNTY-  KY/BELL
 GA2999  USGS QUAD   -  FRAKES (1952)
 GA2999
 GA2999                         *CURRENT SURVEY CONTROL
 GA2999  ___________________________________________________________________
 GA2999* NAD 83(1986)-  36 39 19.     (N)    083 54 24.     (W)     SCALED    
 GA2999* NAVD 88     -       445.948  (meters)    1463.08   (feet)  ADJUSTED  
 GA2999  ___________________________________________________________________
 GA2999  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GA2999  DYNAMIC HT  -         445.555 (meters)    1461.79  (feet)  COMP
 GA2999  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 GA2999
 GA2999  VERT ORDER  -  SECOND    CLASS 0
 GA2999
 GA2999.The horizontal coordinates were scaled from a topographic map and have
 GA2999.an estimated accuracy of +/- 6 seconds.
 GA2999
 GA2999.The orthometric height was determined by differential leveling
 GA2999.and adjusted by the National Geodetic Survey in June 1991..
 GA2999
 GA2999.The geoid height was determined by GEOID03.
 GA2999
 GA2999.The dynamic height is computed by dividing the NAVD 88
 GA2999.geopotential number by the normal gravity value computed on the
 GA2999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2999.degrees latitude (g = 980.6199 gals.).
 GA2999
 GA2999.The modeled gravity was interpolated from observed gravity values.
 GA2999
 GA2999;                    North         East    Units  Estimated Accuracy
 GA2999;SPC KY1Z     - 1,037,360.    1,664,830.      MT  (+/- 180 meters Scaled)
 GA2999
 GA2999                          SUPERSEDED SURVEY CONTROL
 GA2999
 GA2999  NGVD 29 (??/??/92)  446.077  (m)         1463.50   (f) ADJ UNCH    2 0
 GA2999
 GA2999.Superseded values are not recommended for survey control.
 GA2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2999.See file dsdata.txt to determine how the superseded data were derived.
 GA2999
 GA2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA401605(NAD 83)
 GA2999_MARKER: DB = BENCH MARK DISK
 GA2999_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2999_SP_SET: CULVERT
 GA2999_STAMPING: H 210 1951 1463.504
 GA2999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2999
 GA2999  HISTORY     - Date     Condition        Report By
 GA2999  HISTORY     - 1951     MONUMENTED       CGS
 GA2999  HISTORY     - 1957     GOOD             NGS
 GA2999
 GA2999                          STATION DESCRIPTION
 GA2999
 GA2999'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2999'1.4 MI NE FROM FRAKES.
 GA2999'1.45 MILES NORTHEAST ALONG STATE HIGHWAY 190 FROM THE POST OFFICE
 GA2999'AT FRAKES, ABOUT 1.05 MILES SOUTH OF THE JUNCTION OF A ROAD
 GA2999'SOUTHEAST AND HENDERSON HALL CHURCH, AT THE JUNCTION OF A TRAIL
 GA2999'LEADING NORTH, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 GA2999'HEAD WALL OF A 6-FOOT CONCRETE CULVERT UNDER HIGHWAY, 40 FEET
 GA2999'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF THE
 GA2999'CENTER LINE OF TRAIL NORTH, ABOUT 20 FEET BELOW THE HIGHWAY AND
 GA2999'ABOUT 5 FEET BELOW THE TRAIL.
 GA2999
 GA2999                          STATION RECOVERY (1957)
 GA2999
 GA2999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0915 ***********************************************************************
 GZ0915  DESIGNATION -  H 211
 GZ0915  PID         -  GZ0915
 GZ0915  STATE/COUNTY-  KY/CASEY
 GZ0915  USGS QUAD   -  LIBERTY (1979)
 GZ0915
 GZ0915                         *CURRENT SURVEY CONTROL
 GZ0915  ___________________________________________________________________
 GZ0915* NAD 83(1986)-  37 19 04.     (N)    084 56 26.     (W)     SCALED    
 GZ0915* NAVD 88     -       248.658  (meters)     815.81   (feet)  ADJUSTED  
 GZ0915  ___________________________________________________________________
 GZ0915  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GZ0915  DYNAMIC HT  -         248.461 (meters)     815.16  (feet)  COMP
 GZ0915  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 GZ0915
 GZ0915  VERT ORDER  -  SECOND    CLASS 0
 GZ0915
 GZ0915.The horizontal coordinates were scaled from a topographic map and have
 GZ0915.an estimated accuracy of +/- 6 seconds.
 GZ0915
 GZ0915.The orthometric height was determined by differential leveling
 GZ0915.and adjusted by the National Geodetic Survey in June 1991..
 GZ0915
 GZ0915.The geoid height was determined by GEOID03.
 GZ0915
 GZ0915.The dynamic height is computed by dividing the NAVD 88
 GZ0915.geopotential number by the normal gravity value computed on the
 GZ0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0915.degrees latitude (g = 980.6199 gals.).
 GZ0915
 GZ0915.The modeled gravity was interpolated from observed gravity values.
 GZ0915
 GZ0915;                    North         East    Units  Estimated Accuracy
 GZ0915;SPC KY1Z     - 1,109,570.    1,571,750.      MT  (+/- 180 meters Scaled)
 GZ0915
 GZ0915                          SUPERSEDED SURVEY CONTROL
 GZ0915
 GZ0915  NGVD 29 (??/??/92)  248.801  (m)          816.27   (f) ADJ UNCH    2 0
 GZ0915
 GZ0915.Superseded values are not recommended for survey control.
 GZ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0915.See file dsdata.txt to determine how the superseded data were derived.
 GZ0915
 GZ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG824321(NAD 83)
 GZ0915_MARKER: DB = BENCH MARK DISK
 GZ0915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0915_SP_SET: FOUNDATION
 GZ0915_STAMPING: H 211 1951 816.275
 GZ0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0915
 GZ0915  HISTORY     - Date     Condition        Report By
 GZ0915  HISTORY     - 1951     MONUMENTED       CGS
 GZ0915  HISTORY     - 1958     GOOD             NGS
 GZ0915
 GZ0915                          STATION DESCRIPTION
 GZ0915
 GZ0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0915'AT LIBERTY.
 GZ0915'AT LIBERTY, SET VERTICALLY IN THE SOUTHEAST FACE OF LIMESTONE
 GZ0915'FOUNDATION OF THE SOUTHEAST WING OF RED BRICK COUNTY COURT
 GZ0915'HOUSE BUILDING, 1 1/2 FEET NORTHEAST OF THE SOUTH CORNER OF
 GZ0915'SOUTHEAST WING AND 2 FEET ABOVE GROUND.
 GZ0915
 GZ0915                          STATION RECOVERY (1958)
 GZ0915
 GZ0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1416 ***********************************************************************
 GZ1416  DESIGNATION -  H 212
 GZ1416  PID         -  GZ1416
 GZ1416  STATE/COUNTY-  KY/MARION
 GZ1416  USGS QUAD   -  LEBANON EAST (1994)
 GZ1416
 GZ1416                         *CURRENT SURVEY CONTROL
 GZ1416  ___________________________________________________________________
 GZ1416* NAD 83(1986)-  37 31 28.     (N)    085 12 52.     (W)     SCALED    
 GZ1416* NAVD 88     -       200.476  (meters)     657.73   (feet)  ADJUSTED  
 GZ1416  ___________________________________________________________________
 GZ1416  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 GZ1416  DYNAMIC HT  -         200.318 (meters)     657.21  (feet)  COMP
 GZ1416  MODELED GRAV-     979,837.1   (mgal)                       NAVD 88
 GZ1416
 GZ1416  VERT ORDER  -  SECOND    CLASS 0
 GZ1416
 GZ1416.The horizontal coordinates were scaled from a topographic map and have
 GZ1416.an estimated accuracy of +/- 6 seconds.
 GZ1416
 GZ1416.The orthometric height was determined by differential leveling
 GZ1416.and adjusted by the National Geodetic Survey in June 1991..
 GZ1416
 GZ1416.The geoid height was determined by GEOID03.
 GZ1416
 GZ1416.The dynamic height is computed by dividing the NAVD 88
 GZ1416.geopotential number by the normal gravity value computed on the
 GZ1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1416.degrees latitude (g = 980.6199 gals.).
 GZ1416
 GZ1416.The modeled gravity was interpolated from observed gravity values.
 GZ1416
 GZ1416;                    North         East    Units  Estimated Accuracy
 GZ1416;SPC KY1Z     - 1,132,330.    1,547,340.      MT  (+/- 180 meters Scaled)
 GZ1416
 GZ1416                          SUPERSEDED SURVEY CONTROL
 GZ1416
 GZ1416  NGVD 29 (??/??/92)  200.616  (m)          658.19   (f) ADJ UNCH    2 0
 GZ1416
 GZ1416.Superseded values are not recommended for survey control.
 GZ1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1416.See file dsdata.txt to determine how the superseded data were derived.
 GZ1416
 GZ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG577545(NAD 83)
 GZ1416_MARKER: DB = BENCH MARK DISK
 GZ1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1416_STAMPING: H 212 1951 658.188
 GZ1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1416+STABILITY: SURFACE MOTION
 GZ1416
 GZ1416  HISTORY     - Date     Condition        Report By
 GZ1416  HISTORY     - 1951     MONUMENTED       CGS
 GZ1416  HISTORY     - 1958     GOOD             NGS
 GZ1416  HISTORY     - 1983     GOOD             KYDT
 GZ1416
 GZ1416                          STATION DESCRIPTION
 GZ1416
 GZ1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1416'4 MI SE FROM LEBANON.
 GZ1416'ABOUT 4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM THE JUNCTION
 GZ1416'OF U.S. HIGHWAY 68 AT LEBANON, ABOUT 0.15 MILE WEST OF A SMALL
 GZ1416'STEEL BRIDGE OVER CASEY CREEK, ABOUT 0.15 MILE EAST OF THE
 GZ1416'JUNCTION OF A ROAD SOUTHWEST, AT THE JUNCTION OF A NARROW GRAVEL
 GZ1416'ROAD SOUTH AND FORDING CASEY CREEK, 27 FEET SOUTH OF THE CENTER
 GZ1416'LINE OF THE HIGHWAY, 10 FEET EAST OF THE CENTER LINE OF THE
 GZ1416'GRAVEL ROAD SOUTH, 13 FEET SOUTHWEST OF THE CENTER OF THE SOUTH
 GZ1416'END OF A 24-INCH PIPE CULVERT WITH CONCRETE HEAD WALLS, 2 FEET
 GZ1416'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW
 GZ1416'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1416'3 INCHES.
 GZ1416
 GZ1416                          STATION RECOVERY (1958)
 GZ1416
 GZ1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1416'RECOVERED IN GOOD CONDITION.
 GZ1416
 GZ1416                          STATION RECOVERY (1983)
 GZ1416
 GZ1416'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0753 ***********************************************************************
 GZ0753  DESIGNATION -  H 213
 GZ0753  PID         -  GZ0753
 GZ0753  STATE/COUNTY-  KY/CASEY
 GZ0753  USGS QUAD   -  ELLISBURG (1987)
 GZ0753
 GZ0753                         *CURRENT SURVEY CONTROL
 GZ0753  ___________________________________________________________________
 GZ0753* NAD 83(1986)-  37 29 53.     (N)    084 54 09.     (W)     SCALED    
 GZ0753* NAVD 88     -       325.488  (meters)    1067.87   (feet)  ADJUSTED  
 GZ0753  ___________________________________________________________________
 GZ0753  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GZ0753  DYNAMIC HT  -         325.233 (meters)    1067.04  (feet)  COMP
 GZ0753  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GZ0753
 GZ0753  VERT ORDER  -  SECOND    CLASS 0
 GZ0753
 GZ0753.The horizontal coordinates were scaled from a topographic map and have
 GZ0753.an estimated accuracy of +/- 6 seconds.
 GZ0753
 GZ0753.The orthometric height was determined by differential leveling
 GZ0753.and adjusted by the National Geodetic Survey in June 1991..
 GZ0753
 GZ0753.The geoid height was determined by GEOID03.
 GZ0753
 GZ0753.The dynamic height is computed by dividing the NAVD 88
 GZ0753.geopotential number by the normal gravity value computed on the
 GZ0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0753.degrees latitude (g = 980.6199 gals.).
 GZ0753
 GZ0753.The modeled gravity was interpolated from observed gravity values.
 GZ0753
 GZ0753;                    North         East    Units  Estimated Accuracy
 GZ0753;SPC KY1Z     - 1,129,600.    1,574,940.      MT  (+/- 180 meters Scaled)
 GZ0753
 GZ0753                          SUPERSEDED SURVEY CONTROL
 GZ0753
 GZ0753  NGVD 29 (??/??/92)  325.622  (m)         1068.31   (f) ADJ UNCH    2 0
 GZ0753
 GZ0753.Superseded values are not recommended for survey control.
 GZ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0753.See file dsdata.txt to determine how the superseded data were derived.
 GZ0753
 GZ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG854521(NAD 83)
 GZ0753_MARKER: DB = BENCH MARK DISK
 GZ0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0753_STAMPING: H 213 1951 1068.312
 GZ0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0753+STABILITY: SURFACE MOTION
 GZ0753
 GZ0753  HISTORY     - Date     Condition        Report By
 GZ0753  HISTORY     - 1951     MONUMENTED       CGS
 GZ0753  HISTORY     - 1958     GOOD             NGS
 GZ0753
 GZ0753                          STATION DESCRIPTION
 GZ0753
 GZ0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0753'5.6 MI NW FROM HUSTONVILLE.
 GZ0753'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 78 FROM THE
 GZ0753'INTERSECTION OF STATE HIGHWAY 35, AT HUSTONVILLE, THENCE ABOUT
 GZ0753'0.7 MILE NORTHWEST AND NORTH ALONG A GRAVEL ROAD, THENCE ABOUT
 GZ0753'3.45 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD, ABOUT 2.0
 GZ0753'MILES NORTHWEST OF MAXEY VALLEY CHURCH OF GOD, ABOUT 1.15 MILES
 GZ0753'NORTHWEST OF THE TOP OF A LONG GRADE, ON THE OUTSIDE OF A CURVE
 GZ0753'WITH TANGENTS EXTENDING NORTHEAST AND WEST-NORTHWEST, 28 FEET
 GZ0753'SOUTH OF THE CENTER LINE OF ROAD, 38 FEET NORTH OF THE CENTER
 GZ0753'OF A CREEK, 55 FEET WEST OF THE SOUTH END OF A 20-INCH PIPE
 GZ0753'CULVERT, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ0753'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ0753'PROJECTING 2 INCHES.  NOTE-- MARK MAY BE REACHED FROM JACKTOWN
 GZ0753'BY GOING ABOUT 6.1 MILES NORTHEAST ALONG STATE HIGHWAY 243 FROM
 GZ0753'THE JUNCTION OF STATE HIGHWAY 49, THENCE ABOUT 3.1 MILES EAST
 GZ0753'ALONG A GRAVEL ROAD.
 GZ0753
 GZ0753                          STATION RECOVERY (1958)
 GZ0753
 GZ0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1726 ***********************************************************************
 GZ1726  DESIGNATION -  H 214
 GZ1726  PID         -  GZ1726
 GZ1726  STATE/COUNTY-  KY/TAYLOR
 GZ1726  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ1726
 GZ1726                         *CURRENT SURVEY CONTROL
 GZ1726  ___________________________________________________________________
 GZ1726* NAD 83(1986)-  37 20 07.     (N)    085 16 06.     (W)     SCALED    
 GZ1726* NAVD 88     -       223.634  (meters)     733.71   (feet)  ADJUSTED  
 GZ1726  ___________________________________________________________________
 GZ1726  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GZ1726  DYNAMIC HT  -         223.455 (meters)     733.12  (feet)  COMP
 GZ1726  MODELED GRAV-     979,827.2   (mgal)                       NAVD 88
 GZ1726
 GZ1726  VERT ORDER  -  SECOND    CLASS 0
 GZ1726
 GZ1726.The horizontal coordinates were scaled from a topographic map and have
 GZ1726.an estimated accuracy of +/- 6 seconds.
 GZ1726
 GZ1726.The orthometric height was determined by differential leveling
 GZ1726.and adjusted by the National Geodetic Survey in June 1991..
 GZ1726
 GZ1726.The geoid height was determined by GEOID03.
 GZ1726
 GZ1726.The dynamic height is computed by dividing the NAVD 88
 GZ1726.geopotential number by the normal gravity value computed on the
 GZ1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1726.degrees latitude (g = 980.6199 gals.).
 GZ1726
 GZ1726.The modeled gravity was interpolated from observed gravity values.
 GZ1726
 GZ1726;                    North         East    Units  Estimated Accuracy
 GZ1726;SPC KY1Z     - 1,111,310.    1,542,680.      MT  (+/- 180 meters Scaled)
 GZ1726
 GZ1726                          SUPERSEDED SURVEY CONTROL
 GZ1726
 GZ1726  NGVD 29 (??/??/92)  223.773  (m)          734.16   (f) ADJ UNCH    2 0
 GZ1726
 GZ1726.Superseded values are not recommended for survey control.
 GZ1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1726.See file dsdata.txt to determine how the superseded data were derived.
 GZ1726
 GZ1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG534334(NAD 83)
 GZ1726_MARKER: DB = BENCH MARK DISK
 GZ1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1726_STAMPING: H 214 1951 734.162
 GZ1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1726+STABILITY: SURFACE MOTION
 GZ1726
 GZ1726  HISTORY     - Date     Condition        Report By
 GZ1726  HISTORY     - 1951     MONUMENTED       CGS
 GZ1726  HISTORY     - 1970     MARK NOT FOUND   NGS
 GZ1726
 GZ1726                          STATION DESCRIPTION
 GZ1726
 GZ1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1726'1.4 MI SW FROM ACTON.
 GZ1726'ABOUT 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 70 FROM THE
 GZ1726'CROSSROADS AND SCHOOL ATACTON, ABOUT 0.15 MILE SOUTHWEST AND
 GZ1726'UPHILL FROM A BRIDGE OVER A SMALL CREEK, ABOUT 1.3 MILES NORTHEAST
 GZ1726'OF THE JUNCTION OF STATE HIGHWAY 76 LEADING SOUTH TO ELK HORN,
 GZ1726'23 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 GZ1726'NORTHEST OF A FENCE LINE, 8 1/2 FEET SOUTHWEST OF A FENCE
 GZ1726'CORNER, 142 FEET WEST-SOUTHWEST OF THE WEST PORCH CORNER OF A
 GZ1726'LARGE FARM HOUSE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 GZ1726'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 GZ1726'CONCRETE POST PROJECTING 3 INCHES.
 GZ1726
 GZ1726                          STATION RECOVERY (1970)
 GZ1726
 GZ1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GZ1726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1040 ***********************************************************************
 GZ1040  DESIGNATION -  H 216
 GZ1040  PID         -  GZ1040
 GZ1040  STATE/COUNTY-  KY/PULASKI
 GZ1040  USGS QUAD   -  SCIENCE HILL (1961)
 GZ1040
 GZ1040                         *CURRENT SURVEY CONTROL
 GZ1040  ___________________________________________________________________
 GZ1040* NAD 83(1986)-  37 09 16.     (N)    084 43 47.     (W)     SCALED    
 GZ1040* NAVD 88     -       330.098  (meters)    1083.00   (feet)  POSTED    
 GZ1040  ___________________________________________________________________
 GZ1040  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GZ1040  DYNAMIC HT  -         329.830 (meters)    1082.12  (feet)  COMP
 GZ1040  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 GZ1040
 GZ1040  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GZ1040
 GZ1040.The horizontal coordinates were scaled from a topographic map and have
 GZ1040.an estimated accuracy of +/- 6 seconds.
 GZ1040
 GZ1040.The orthometric height was determined by differential leveling
 GZ1040.and adjusted by the National Geodetic Survey in 1992..
 GZ1040.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GZ1040.rate of 2.1 thru 3.0 mm/km.
 GZ1040
 GZ1040.The geoid height was determined by GEOID03.
 GZ1040
 GZ1040.The dynamic height is computed by dividing the NAVD 88
 GZ1040.geopotential number by the normal gravity value computed on the
 GZ1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1040.degrees latitude (g = 980.6199 gals.).
 GZ1040
 GZ1040.The modeled gravity was interpolated from observed gravity values.
 GZ1040
 GZ1040;                    North         East    Units  Estimated Accuracy
 GZ1040;SPC KY1Z     - 1,091,630.    1,590,630.      MT  (+/- 180 meters Scaled)
 GZ1040
 GZ1040                          SUPERSEDED SURVEY CONTROL
 GZ1040
 GZ1040  NGVD 29 (??/??/92)  330.236  (m)         1083.45   (f) ADJ UNCH    2 0
 GZ1040
 GZ1040.Superseded values are not recommended for survey control.
 GZ1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1040.See file dsdata.txt to determine how the superseded data were derived.
 GZ1040
 GZ1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG016144(NAD 83)
 GZ1040_MARKER: DB = BENCH MARK DISK
 GZ1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1040_STAMPING: H 216 1951 1083.449
 GZ1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1040+STABILITY: SURFACE MOTION
 GZ1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1040+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 GZ1040
 GZ1040  HISTORY     - Date     Condition        Report By
 GZ1040  HISTORY     - 1951     MONUMENTED       CGS
 GZ1040  HISTORY     - 1958     GOOD             NGS
 GZ1040  HISTORY     - 20050509 GOOD             KYDT
 GZ1040
 GZ1040                          STATION DESCRIPTION
 GZ1040
 GZ1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1040'0.5 MI E FROM KING BEE.
 GZ1040'ABOUT 0.5 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1040'AT KING BEE, AT THE JUNCTION OF A DIRT ROAD SOUTHEAST, 27 FEET
 GZ1040'SOUTHEAST OF THE CENTER LINE OF MAIN ROAD, 32 FEET NORTHEAST
 GZ1040'OF ROAD SOUTHEAST, 46 FEET EAST OF CENTER OF JUNCTION, 68 FEET
 GZ1040'EAST-SOUTHEAST AND ACROSS ROAD FROM THE EAST CORNER OF AN
 GZ1040'ABANDONED CHURCH, 15 1/2 FEET NORTH OF THE CENTER OF ENTRANCE
 GZ1040'TO A SMALL CEMETERY, 1 FOOT NORTHWEST OF A FENCE LINE, 1 1/2
 GZ1040'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 GZ1040'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1040'2 INCHES.
 GZ1040
 GZ1040                          STATION RECOVERY (1958)
 GZ1040
 GZ1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1040'RECOVERED IN GOOD CONDITION.
 GZ1040
 GZ1040                          STATION RECOVERY (2005)
 GZ1040
 GZ1040'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1040'MARK IS ABOUT 0.5 MILE EAST ALONG KY 1676 FROM COMMUNITY OF KING BEE,
 GZ1040'AT THE JUNCTION OF TUDY RIDGE ROAD, 10 FEET SOUTHWEST OF CENTER OF
 GZ1040'GATE TO A CEMETARY, 8.5 FEET NORTEAST OF SOUTHWEST CORNER OF CEMETARY
 GZ1040'FENCE, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0954 ***********************************************************************
 GZ0954  DESIGNATION -  H 217
 GZ0954  PID         -  GZ0954
 GZ0954  STATE/COUNTY-  KY/CASEY
 GZ0954  USGS QUAD   -  PHIL (1953)
 GZ0954
 GZ0954                         *CURRENT SURVEY CONTROL
 GZ0954  ___________________________________________________________________
 GZ0954* NAD 83(1986)-  37 12 52.     (N)    084 57 06.     (W)     SCALED    
 GZ0954* NAVD 88     -       240.955  (meters)     790.53   (feet)  ADJUSTED  
 GZ0954  ___________________________________________________________________
 GZ0954  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GZ0954  DYNAMIC HT  -         240.762 (meters)     789.90  (feet)  COMP
 GZ0954  MODELED GRAV-     979,824.8   (mgal)                       NAVD 88
 GZ0954
 GZ0954  VERT ORDER  -  SECOND    CLASS 0
 GZ0954
 GZ0954.The horizontal coordinates were scaled from a topographic map and have
 GZ0954.an estimated accuracy of +/- 6 seconds.
 GZ0954
 GZ0954.The orthometric height was determined by differential leveling
 GZ0954.and adjusted by the National Geodetic Survey in June 1991..
 GZ0954
 GZ0954.The geoid height was determined by GEOID03.
 GZ0954
 GZ0954.The dynamic height is computed by dividing the NAVD 88
 GZ0954.geopotential number by the normal gravity value computed on the
 GZ0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0954.degrees latitude (g = 980.6199 gals.).
 GZ0954
 GZ0954.The modeled gravity was interpolated from observed gravity values.
 GZ0954
 GZ0954;                    North         East    Units  Estimated Accuracy
 GZ0954;SPC KY1Z     - 1,098,090.    1,570,860.      MT  (+/- 180 meters Scaled)
 GZ0954
 GZ0954                          SUPERSEDED SURVEY CONTROL
 GZ0954
 GZ0954  NGVD 29 (??/??/92)  241.095  (m)          790.99   (f) ADJ UNCH    2 0
 GZ0954
 GZ0954.Superseded values are not recommended for survey control.
 GZ0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0954.See file dsdata.txt to determine how the superseded data were derived.
 GZ0954
 GZ0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG817206(NAD 83)
 GZ0954_MARKER: DB = BENCH MARK DISK
 GZ0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0954_STAMPING: H 217 1951 790.993
 GZ0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0954+STABILITY: SURFACE MOTION
 GZ0954
 GZ0954  HISTORY     - Date     Condition        Report By
 GZ0954  HISTORY     - 1951     MONUMENTED       CGS
 GZ0954  HISTORY     - 1958     GOOD             NGS
 GZ0954
 GZ0954                          STATION DESCRIPTION
 GZ0954
 GZ0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0954'AT PHIL.
 GZ0954'AT PHIL, ABOUT 0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE POST
 GZ0954'OFFICE AND ROAD JUNCTION, AT THE RESIDENCE OF JOHN CUNDIFF, 112
 GZ0954'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK CHIMNEY OF
 GZ0954'HOUSE, 40 FEET SOUTH OF THE CENTER OF THE JUNCTION OF ROAD AND
 GZ0954'A ROAD NORTH, 36 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 31
 GZ0954'FEET EAST-NORTHEAST OF A 24-INCH MAPLE TREE, 11 FOOT SOUTH OF A
 GZ0954'FENCE CORNER, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET NORTH
 GZ0954'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 GZ0954'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0954
 GZ0954                          STATION RECOVERY (1958)
 GZ0954
 GZ0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0960 ***********************************************************************
 GZ0960  DESIGNATION -  H 218
 GZ0960  PID         -  GZ0960
 GZ0960  STATE/COUNTY-  KY/CASEY
 GZ0960  USGS QUAD   -  LIBERTY (1979)
 GZ0960
 GZ0960                         *CURRENT SURVEY CONTROL
 GZ0960  ___________________________________________________________________
 GZ0960* NAD 83(1986)-  37 15 23.     (N)    084 52 57.     (W)     SCALED    
 GZ0960* NAVD 88     -       257.687  (meters)     845.43   (feet)  ADJUSTED  
 GZ0960  ___________________________________________________________________
 GZ0960  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GZ0960  DYNAMIC HT  -         257.479 (meters)     844.75  (feet)  COMP
 GZ0960  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 GZ0960
 GZ0960  VERT ORDER  -  SECOND    CLASS 0
 GZ0960
 GZ0960.The horizontal coordinates were scaled from a topographic map and have
 GZ0960.an estimated accuracy of +/- 6 seconds.
 GZ0960
 GZ0960.The orthometric height was determined by differential leveling
 GZ0960.and adjusted by the National Geodetic Survey in June 1991..
 GZ0960
 GZ0960.The geoid height was determined by GEOID03.
 GZ0960
 GZ0960.The dynamic height is computed by dividing the NAVD 88
 GZ0960.geopotential number by the normal gravity value computed on the
 GZ0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0960.degrees latitude (g = 980.6199 gals.).
 GZ0960
 GZ0960.The modeled gravity was interpolated from observed gravity values.
 GZ0960
 GZ0960;                    North         East    Units  Estimated Accuracy
 GZ0960;SPC KY1Z     - 1,102,800.    1,576,950.      MT  (+/- 180 meters Scaled)
 GZ0960
 GZ0960                          SUPERSEDED SURVEY CONTROL
 GZ0960
 GZ0960  NGVD 29 (??/??/92)  257.820  (m)          845.86   (f) ADJ UNCH    2 0
 GZ0960
 GZ0960.Superseded values are not recommended for survey control.
 GZ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0960.See file dsdata.txt to determine how the superseded data were derived.
 GZ0960
 GZ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG877254(NAD 83)
 GZ0960_MARKER: DB = BENCH MARK DISK
 GZ0960_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0960_SP_SET: BRIDGE
 GZ0960_STAMPING: H 218 1951 845.864
 GZ0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0960
 GZ0960  HISTORY     - Date     Condition        Report By
 GZ0960  HISTORY     - 1951     MONUMENTED       CGS
 GZ0960  HISTORY     - 1958     POOR             NGS
 GZ0960
 GZ0960                          STATION DESCRIPTION
 GZ0960
 GZ0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0960'AT GILPIN.
 GZ0960'AT GILPIN, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 GZ0960'ABUTMENT OF A 25-FOOT CONCRETE AND STEEL BRIDGE OVER STRONG BRANCH,
 GZ0960'ABOUT 150 FEET NORTH AND ACROSS ROAD FROM THE POST OFFICE, 10 1/2
 GZ0960'FEET WEST OF THE CENTER LINE OF THE ROAD AND ABOUT 1 FOOT BELOW
 GZ0960'THE ROAD.
 GZ0960
 GZ0960                          STATION RECOVERY (1958)
 GZ0960
 GZ0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0960'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1025 ***********************************************************************
 GZ1025  DESIGNATION -  H 219
 GZ1025  PID         -  GZ1025
 GZ1025  STATE/COUNTY-  KY/CASEY
 GZ1025  USGS QUAD   -  MINTONVILLE (1976)
 GZ1025
 GZ1025                         *CURRENT SURVEY CONTROL
 GZ1025  ___________________________________________________________________
 GZ1025* NAD 83(1986)-  37 14 24.     (N)    084 49 58.     (W)     SCALED    
 GZ1025* NAVD 88     -       290.040  (meters)     951.57   (feet)  ADJUSTED  
 GZ1025  ___________________________________________________________________
 GZ1025  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GZ1025  DYNAMIC HT  -         289.800 (meters)     950.79  (feet)  COMP
 GZ1025  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 GZ1025
 GZ1025  VERT ORDER  -  SECOND    CLASS 0
 GZ1025
 GZ1025.The horizontal coordinates were scaled from a topographic map and have
 GZ1025.an estimated accuracy of +/- 6 seconds.
 GZ1025
 GZ1025.The orthometric height was determined by differential leveling
 GZ1025.and adjusted by the National Geodetic Survey in June 1991..
 GZ1025
 GZ1025.The geoid height was determined by GEOID03.
 GZ1025
 GZ1025.The dynamic height is computed by dividing the NAVD 88
 GZ1025.geopotential number by the normal gravity value computed on the
 GZ1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1025.degrees latitude (g = 980.6199 gals.).
 GZ1025
 GZ1025.The modeled gravity was interpolated from observed gravity values.
 GZ1025
 GZ1025;                    North         East    Units  Estimated Accuracy
 GZ1025;SPC KY1Z     - 1,101,030.    1,581,380.      MT  (+/- 180 meters Scaled)
 GZ1025
 GZ1025                          SUPERSEDED SURVEY CONTROL
 GZ1025
 GZ1025  NGVD 29 (??/??/92)  290.164  (m)          951.98   (f) ADJ UNCH    2 0
 GZ1025
 GZ1025.Superseded values are not recommended for survey control.
 GZ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1025.See file dsdata.txt to determine how the superseded data were derived.
 GZ1025
 GZ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG922236(NAD 83)
 GZ1025_MARKER: DB = BENCH MARK DISK
 GZ1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1025_STAMPING: H 219 1951 951.980
 GZ1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1025+STABILITY: SURFACE MOTION
 GZ1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1025+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 GZ1025
 GZ1025  HISTORY     - Date     Condition        Report By
 GZ1025  HISTORY     - 1951     MONUMENTED       CGS
 GZ1025  HISTORY     - 1958     GOOD             NGS
 GZ1025  HISTORY     - 20050503 GOOD             KYDT
 GZ1025
 GZ1025                          STATION DESCRIPTION
 GZ1025
 GZ1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1025'2 MI NW FROM ARGYLE.
 GZ1025'ABOUT 1.95 MILES NORTHWEST ALONG A DIRT ROAD FROM THE POST
 GZ1025'OFFICE AND CROSSROADS AT ARGYLE, ABOUT 0.8 MILE EAST OF
 GZ1025'JONATHAN FORK SCHOOL BUILDING, ABOUT 0.2 MILE WEST OF A DIM
 GZ1025'ROAD NORTHEAST, AT A ROAD NORTH, 57 FEET SOUTHEAST OF THE
 GZ1025'CENTER OF THE JUNCTION, 58 FEET NORTHEAST OF THE NORTHEAST
 GZ1025'CORNER OF A HOUSE OWNED BY AVERY BUIS, 68 FEET EAST OF A WELL,
 GZ1025'26 FEET SOUTH OF THE CENTER LINE OF ROAD, 4 1/2 FEET SOUTH OF A
 GZ1025'FENCE CORNER, 1 1/2 FEET WEST OF A FENCE LINE, 2 FEET NORTH OF A
 GZ1025'WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN THE
 GZ1025'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE MARK
 GZ1025'IS IN THE NORTHWEST CORNER OF A BARN LOT, 6 FEET SOUTH OF THE
 GZ1025'EAST-WEST FENCE, AND 7 FEET EAST OF THE NORTH-SOUTH FENCE.
 GZ1025
 GZ1025                          STATION RECOVERY (1958)
 GZ1025
 GZ1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1025'RECOVERED IN GOOD CONDITION.
 GZ1025
 GZ1025                          STATION RECOVERY (2005)
 GZ1025
 GZ1025'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1025'MARK IS 12 FEET NORTH OF A FENCE CORNER, A BLUE AND WHITE MOBILE HOME
 GZ1025'SITS ON THIS LOT NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1776 ***********************************************************************
 GC1776  DESIGNATION -  H 22
 GC1776  PID         -  GC1776
 GC1776  STATE/COUNTY-  KY/TRIGG
 GC1776  USGS QUAD   -  CANTON (1982)
 GC1776
 GC1776                         *CURRENT SURVEY CONTROL
 GC1776  ___________________________________________________________________
 GC1776* NAD 83(1986)-  36 47 53.     (N)    087 58 21.     (W)     SCALED    
 GC1776* NAVD 88     -       115.760  (meters)     379.79   (feet)  ADJUSTED  
 GC1776  ___________________________________________________________________
 GC1776  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GC1776  DYNAMIC HT  -         115.669 (meters)     379.49  (feet)  COMP
 GC1776  MODELED GRAV-     979,849.2   (mgal)                       NAVD 88
 GC1776
 GC1776  VERT ORDER  -  FIRST     CLASS II
 GC1776
 GC1776.The horizontal coordinates were scaled from a topographic map and have
 GC1776.an estimated accuracy of +/- 6 seconds.
 GC1776
 GC1776.The orthometric height was determined by differential leveling
 GC1776.and adjusted by the National Geodetic Survey in June 1991..
 GC1776.WARNING-Repeat measurements at this control monument indicate possible
 GC1776.vertical movement.
 GC1776
 GC1776.The geoid height was determined by GEOID03.
 GC1776
 GC1776.The dynamic height is computed by dividing the NAVD 88
 GC1776.geopotential number by the normal gravity value computed on the
 GC1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1776.degrees latitude (g = 980.6199 gals.).
 GC1776
 GC1776.The modeled gravity was interpolated from observed gravity values.
 GC1776
 GC1776;                    North         East    Units  Estimated Accuracy
 GC1776;SPC KY1Z     - 1,053,940.    1,301,650.      MT  (+/- 180 meters Scaled)
 GC1776
 GC1776                          SUPERSEDED SURVEY CONTROL
 GC1776
 GC1776  NGVD 29 (??/??/92)  115.832  (m)          380.03   (f) ADJ UNCH    1 2
 GC1776
 GC1776.Superseded values are not recommended for survey control.
 GC1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1776.See file dsdata.txt to determine how the superseded data were derived.
 GC1776
 GC1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF132729(NAD 83)
 GC1776_MARKER: DB = BENCH MARK DISK
 GC1776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1776_SP_SET: CURB
 GC1776_STAMPING: H 22 1934
 GC1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1776
 GC1776  HISTORY     - Date     Condition        Report By
 GC1776  HISTORY     - 1934     MONUMENTED       CGS
 GC1776  HISTORY     - 1948     GOOD             NGS
 GC1776  HISTORY     - 1967     MARK NOT FOUND   NGS
 GC1776
 GC1776                          STATION DESCRIPTION
 GC1776
 GC1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1776'3.1 MI E FROM GOLDEN POND.
 GC1776'ABOUT 3.1 MILES EAST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GC1776'AT GOLDEN POND, IN THE TOP OF THE EAST END OF THE NORTH CURB OF
 GC1776'THE HIGHWAY BRIDGE OVER THE CUMBERLAND RIVER, ABOUT 1 FOOT ABOVE
 GC1776'THE LEVEL OF THE BRIDGE FLOOR.
 GC1776
 GC1776                          STATION RECOVERY (1967)
 GC1776
 GC1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC1776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1139 ***********************************************************************
 GZ1139  DESIGNATION -  H 220
 GZ1139  PID         -  GZ1139
 GZ1139  STATE/COUNTY-  KY/PULASKI
 GZ1139  USGS QUAD   -  ELI (1973)
 GZ1139
 GZ1139                         *CURRENT SURVEY CONTROL
 GZ1139  ___________________________________________________________________
 GZ1139* NAD 83(1986)-  37 02 39.     (N)    084 52 47.     (W)     SCALED    
 GZ1139* NAVD 88     -       227.747  (meters)     747.20   (feet)  ADJUSTED  
 GZ1139  ___________________________________________________________________
 GZ1139  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GZ1139  DYNAMIC HT  -         227.560 (meters)     746.59  (feet)  COMP
 GZ1139  MODELED GRAV-     979,806.0   (mgal)                       NAVD 88
 GZ1139
 GZ1139  VERT ORDER  -  SECOND    CLASS 0
 GZ1139
 GZ1139.The horizontal coordinates were scaled from a topographic map and have
 GZ1139.an estimated accuracy of +/- 6 seconds.
 GZ1139
 GZ1139.The orthometric height was determined by differential leveling
 GZ1139.and adjusted by the National Geodetic Survey in June 1991..
 GZ1139
 GZ1139.The geoid height was determined by GEOID03.
 GZ1139
 GZ1139.The dynamic height is computed by dividing the NAVD 88
 GZ1139.geopotential number by the normal gravity value computed on the
 GZ1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1139.degrees latitude (g = 980.6199 gals.).
 GZ1139
 GZ1139.The modeled gravity was interpolated from observed gravity values.
 GZ1139
 GZ1139;                    North         East    Units  Estimated Accuracy
 GZ1139;SPC KY1Z     - 1,079,250.    1,577,420.      MT  (+/- 180 meters Scaled)
 GZ1139
 GZ1139                          SUPERSEDED SURVEY CONTROL
 GZ1139
 GZ1139  NGVD 29 (??/??/92)  227.883  (m)          747.65   (f) ADJ UNCH    2 0
 GZ1139
 GZ1139.Superseded values are not recommended for survey control.
 GZ1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1139.See file dsdata.txt to determine how the superseded data were derived.
 GZ1139
 GZ1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG885018(NAD 83)
 GZ1139_MARKER: DB = BENCH MARK DISK
 GZ1139_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1139_SP_SET: ROCK OUTCROP
 GZ1139_STAMPING: H 220 1951 747.646
 GZ1139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1139+STABILITY: POSITION/ELEVATION WELL
 GZ1139
 GZ1139  HISTORY     - Date     Condition        Report By
 GZ1139  HISTORY     - 1951     MONUMENTED       CGS
 GZ1139  HISTORY     - 1958     POOR             NGS
 GZ1139  HISTORY     - 1984     GOOD             KYDT
 GZ1139
 GZ1139                          STATION DESCRIPTION
 GZ1139
 GZ1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1139'4 MI S FROM INGLE.
 GZ1139'ABOUT 3.45 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1139'AT INGLE, THENCE ABOUT 0.6 MILE EAST AND SOUTHEAST ALONG A
 GZ1139'ROUGH DIRT ROAD, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD
 GZ1139'EAST, AT THE CROSSING OF WOLF CREEK, SET IN THE TOP OF A FLAT
 GZ1139'OUTCROP OF LIMESTONE, AT DIM ROAD SOUTH, 102 FEET EAST OF A
 GZ1139'30-INCH TRIANGULAR BLAZED WALNUT TREE, 54 FEET NORTH OF A
 GZ1139'TRIANGULAR BLAZED 14-INCH COTTONWOOD TREE, 41 FEET WEST OF
 GZ1139'THE CENTER LINE OF DIM ROAD SOUTH, 32 FEET SOUTH OF CENTER OF
 GZ1139'CREEK BED, 5 FEET EAST OF WEST END OF OUTCROP, 5 FEET NORTH OF
 GZ1139'SOUTH EDGE OF OUTCROP AND ABOUT 2 FEET BELOW ROAD SOUTH.
 GZ1139'NOTE-- MARK MAY BE REACHED FROM THE ROAD JUNCTION AT FAUBUSH,
 GZ1139'PULASKI COUNTY BY GOING ABOUT 2.7 MILES SOUTHWEST ALONG A
 GZ1139'GRAVEL ROAD (STATE HIGHWAY 196) THENCE ABOUT 1.0 MILE WEST ALONG
 GZ1139'A DIRT ROAD, THENCE ABOUT 1.05 MILE WEST ALONG A TRAIL TO
 GZ1139'CROSSING OF WOLF CREEK (NO TRUCK TRAVEL FOR LAST 1.05 MILE).
 GZ1139
 GZ1139                          STATION RECOVERY (1958)
 GZ1139
 GZ1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1139'MARK RECOVERED IN POOR CONDITION.
 GZ1139
 GZ1139                          STATION RECOVERY (1984)
 GZ1139
 GZ1139'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0194 ***********************************************************************
 GB0194  DESIGNATION -  H 221
 GB0194  PID         -  GB0194
 GB0194  STATE/COUNTY-  KY/WHITLEY
 GB0194  USGS QUAD   -  JELLICO EAST (1982)
 GB0194
 GB0194                         *CURRENT SURVEY CONTROL
 GB0194  ___________________________________________________________________
 GB0194* NAD 83(1986)-  36 36 52.     (N)    084 04 05.     (W)     SCALED    
 GB0194* NAVD 88     -       297.528  (meters)     976.14   (feet)  ADJUSTED  
 GB0194  ___________________________________________________________________
 GB0194  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GB0194  DYNAMIC HT  -         297.273 (meters)     975.30  (feet)  COMP
 GB0194  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 GB0194
 GB0194  VERT ORDER  -  SECOND    CLASS 0
 GB0194
 GB0194.The horizontal coordinates were scaled from a topographic map and have
 GB0194.an estimated accuracy of +/- 6 seconds.
 GB0194
 GB0194.The orthometric height was determined by differential leveling
 GB0194.and adjusted by the National Geodetic Survey in June 1991..
 GB0194
 GB0194.The geoid height was determined by GEOID03.
 GB0194
 GB0194.The dynamic height is computed by dividing the NAVD 88
 GB0194.geopotential number by the normal gravity value computed on the
 GB0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0194.degrees latitude (g = 980.6199 gals.).
 GB0194
 GB0194.The modeled gravity was interpolated from observed gravity values.
 GB0194
 GB0194;                    North         East    Units  Estimated Accuracy
 GB0194;SPC KY1Z     - 1,032,560.    1,650,480.      MT  (+/- 180 meters Scaled)
 GB0194
 GB0194                          SUPERSEDED SURVEY CONTROL
 GB0194
 GB0194  NGVD 29 (??/??/92)  297.677  (m)          976.63   (f) ADJ UNCH    2 0
 GB0194
 GB0194.Superseded values are not recommended for survey control.
 GB0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0194.See file dsdata.txt to determine how the superseded data were derived.
 GB0194
 GB0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF622561(NAD 83)
 GB0194_MARKER: DB = BENCH MARK DISK
 GB0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0194_STAMPING: H 221 1951 976.629
 GB0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0194+STABILITY: SURFACE MOTION
 GB0194
 GB0194  HISTORY     - Date     Condition        Report By
 GB0194  HISTORY     - 1951     MONUMENTED       CGS
 GB0194  HISTORY     - 1957     GOOD             NGS
 GB0194
 GB0194                          STATION DESCRIPTION
 GB0194
 GB0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0194'2.4 MI NE FROM LOT.
 GB0194'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 471 FROM THE
 GB0194'OVERPASS OF THE LOUISVILLE AND NASHVILLE RAILROAD OVER THE
 GB0194'HIGHWAY AT LOT, THENCE ABOUT 1.5 MILES EAST ALONG A GRAVEL ROAD,
 GB0194'ABOUT 1.35 MILE WEST OF CANE GAP BAPTIST CHURCH, ABOUT 0.1
 GB0194'MILE NORTHEAST OF A CONCRETE BLOCK CHURCH BUILDING, ABOUT 0.3
 GB0194'MILE EAST OF THE JUNCTION OF A DIRT ROAD SOUTH, AT THE JUNCTION
 GB0194'OF A PRIVATE ROAD SOUTHEAST, 72 FEET NORTHEAST OF THE CENTER
 GB0194'LINE OF THE PRIVATE ROAD, 30 FEET SOUTHEAST OF THE CENTER
 GB0194'LINE OF THE ROAD, 28 FEET NORTHWEST OF THE CENTER LINE OF
 GB0194'AN OLD ABANDONED RAILROAD BED, 2 1/2 FEET SOUTHWEST OF A
 GB0194'POWER POLE WITH A TRANSFORMER, 18 FEET NORTHWEST OF A FENCE
 GB0194'CORNER, 1 FOOT SOUTHWEST OF A FENCE LINE, 2 FEET NORTHWEST OF
 GB0194'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 GB0194'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE
 GB0194'POWER POLE HAS NO TRANSFORMER, IT HAS LINES IN THREE DIRECTIONS
 GB0194'AND A BRACE CABLE CROSSES THE HIGHWAY TO A BRACE POLE.
 GB0194
 GB0194                          STATION RECOVERY (1957)
 GB0194
 GB0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1626 ***********************************************************************
 GZ1626  DESIGNATION -  H 222 RESET 1959
 GZ1626  PID         -  GZ1626
 GZ1626  STATE/COUNTY-  KY/TAYLOR
 GZ1626  USGS QUAD   -  SALOMA (1961)
 GZ1626
 GZ1626                         *CURRENT SURVEY CONTROL
 GZ1626  ___________________________________________________________________
 GZ1626* NAD 83(1986)-  37 23 46.     (N)    085 24 58.     (W)     SCALED    
 GZ1626* NAVD 88     -       281.62   (meters)     923.9    (feet)  RESET     
 GZ1626  ___________________________________________________________________
 GZ1626  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GZ1626
 GZ1626  VERT ORDER  -  THIRD
 GZ1626
 GZ1626.The horizontal coordinates were scaled from a topographic map and have
 GZ1626.an estimated accuracy of +/- 6 seconds.
 GZ1626
 GZ1626.The orthometric height was computed from unverified reset data.
 GZ1626.No vertical observational check was made to the station.
 GZ1626
 GZ1626.The geoid height was determined by GEOID03.
 GZ1626
 GZ1626;                    North         East    Units  Estimated Accuracy
 GZ1626;SPC KY1Z     - 1,118,000.    1,529,560.      MT  (+/- 180 meters Scaled)
 GZ1626
 GZ1626                          SUPERSEDED SURVEY CONTROL
 GZ1626
 GZ1626  NGVD 29 (10/08/05)  281.75   (m)          924.4    (f) RESET       3  
 GZ1626
 GZ1626.Superseded values are not recommended for survey control.
 GZ1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1626.See file dsdata.txt to determine how the superseded data were derived.
 GZ1626
 GZ1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG401399(NAD 83)
 GZ1626_MARKER: DB = BENCH MARK DISK
 GZ1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1626_STAMPING: H 222 RESET 1959
 GZ1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1626+STABILITY: SURFACE MOTION
 GZ1626
 GZ1626  HISTORY     - Date     Condition        Report By
 GZ1626  HISTORY     - 1959     MONUMENTED       KYHD
 GZ1626
 GZ1626                          STATION DESCRIPTION
 GZ1626
 GZ1626'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ1626'1.5 MI SW FROM SALOMA.
 GZ1626'ABOUT 1.5 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE CROSSROADS
 GZ1626'AT SALOMA, ABOUT 0.25 MILE SOUTH OF THE CROSSROADS AT DURHAMTOWN,
 GZ1626'ABOUT 0.7 MILE NORTH OF THE INTERSECTION OF STATE HIGHWAY 210,
 GZ1626'AT THE JUNCTION OF A DIM ROAD NORTHWEST AND NEAR THE TOP OF A
 GZ1626'GRADE, AT THE SOUTHEAST CORNER OF A SMALL OPEN FIELD, 37 FEET
 GZ1626'WEST OF THE CENTERLINE OF THE ROAD, 14 FEET NORTHEAST OF THE
 GZ1626'CENTERLINE OF THE DIM ROAD, 2 FEET SOUTHWEST OF A WHITE WOODEN
 GZ1626'WITNESS POST, A CIRCULAR CONCRETE MONUMENT 18 IN BY 36 IN PLACED
 GZ1626'FLUSH WITH THE ORIGINAL GROUND 20 FEET N 5 DEG 36 MIN E FROM THE
 GZ1626'ORIGINAL MONUMENT, 40 FEET LEFT STATION 38+20 OF ROADWAY SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2216 ***********************************************************************
 GZ2216  DESIGNATION -  H 223
 GZ2216  PID         -  GZ2216
 GZ2216  STATE/COUNTY-  KY/TAYLOR
 GZ2216  USGS QUAD   -  HIBERNIA (1976)
 GZ2216
 GZ2216                         *CURRENT SURVEY CONTROL
 GZ2216  ___________________________________________________________________
 GZ2216* NAD 83(1986)-  37 23 58.     (N)    085 30 37.     (W)     SCALED    
 GZ2216* NAVD 88     -       254.968  (meters)     836.51   (feet)  ADJUSTED  
 GZ2216  ___________________________________________________________________
 GZ2216  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GZ2216  DYNAMIC HT  -         254.770 (meters)     835.86  (feet)  COMP
 GZ2216  MODELED GRAV-     979,847.3   (mgal)                       NAVD 88
 GZ2216
 GZ2216  VERT ORDER  -  SECOND    CLASS 0
 GZ2216
 GZ2216.The horizontal coordinates were scaled from a topographic map and have
 GZ2216.an estimated accuracy of +/- 6 seconds.
 GZ2216
 GZ2216.The orthometric height was determined by differential leveling
 GZ2216.and adjusted by the National Geodetic Survey in June 1991..
 GZ2216
 GZ2216.The geoid height was determined by GEOID03.
 GZ2216
 GZ2216.The dynamic height is computed by dividing the NAVD 88
 GZ2216.geopotential number by the normal gravity value computed on the
 GZ2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2216.degrees latitude (g = 980.6199 gals.).
 GZ2216
 GZ2216.The modeled gravity was interpolated from observed gravity values.
 GZ2216
 GZ2216;                    North         East    Units  Estimated Accuracy
 GZ2216;SPC KY1Z     - 1,118,350.    1,521,230.      MT  (+/- 180 meters Scaled)
 GZ2216
 GZ2216                          SUPERSEDED SURVEY CONTROL
 GZ2216
 GZ2216  NGVD 29 (??/??/92)  255.105  (m)          836.96   (f) ADJ UNCH    2 0
 GZ2216
 GZ2216.Superseded values are not recommended for survey control.
 GZ2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2216.See file dsdata.txt to determine how the superseded data were derived.
 GZ2216
 GZ2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG318402(NAD 83)
 GZ2216_MARKER: DB = BENCH MARK DISK
 GZ2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2216_STAMPING: H 223 1951
 GZ2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2216+STABILITY: SURFACE MOTION
 GZ2216
 GZ2216  HISTORY     - Date     Condition        Report By
 GZ2216  HISTORY     - 1951     MONUMENTED       CGS
 GZ2216  HISTORY     - 1982     GOOD             KYDT
 GZ2216
 GZ2216                          STATION DESCRIPTION
 GZ2216
 GZ2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2216'AT MAC.
 GZ2216'AT MAC, AT THE CROSSROADS AND POST OFFICE, 149 FEET SOUTHEAST
 GZ2216'OF THE CENTER LINE OF THE CROSSROADS, 39 FEET NORTHEAST OF THE
 GZ2216'CENTER LINE OF GRAVEL ROAD SOUTHEAST, 12 FEET EAST OF THE CENTER
 GZ2216'LINE OF A CIRCULAR DRIVE TO POST OFFICE, 25 FEET SOUTH OF THE
 GZ2216'SOUTH CORNER OF THE POST OFFICE, 1 1/2 FEET SOUTH OF A POWER
 GZ2216'POLE WITH A TRANSFORMER, ABOUT 4 FEET ABOVE THE ROAD CROSSING
 GZ2216'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ2216
 GZ2216                          STATION RECOVERY (1982)
 GZ2216
 GZ2216'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1563 ***********************************************************************
 GZ1563  DESIGNATION -  H 224
 GZ1563  PID         -  GZ1563
 GZ1563  STATE/COUNTY-  KY/TAYLOR
 GZ1563  USGS QUAD   -  GREENSBURG (1987)
 GZ1563
 GZ1563                         *CURRENT SURVEY CONTROL
 GZ1563  ___________________________________________________________________
 GZ1563* NAD 83(1986)-  37 21 30.     (N)    085 26 23.     (W)     SCALED    
 GZ1563* NAVD 88     -       230.095  (meters)     754.90   (feet)  ADJUSTED  
 GZ1563  ___________________________________________________________________
 GZ1563  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GZ1563  DYNAMIC HT  -         229.915 (meters)     754.31  (feet)  COMP
 GZ1563  MODELED GRAV-     979,842.2   (mgal)                       NAVD 88
 GZ1563
 GZ1563  VERT ORDER  -  SECOND    CLASS 0
 GZ1563
 GZ1563.The horizontal coordinates were scaled from a topographic map and have
 GZ1563.an estimated accuracy of +/- 6 seconds.
 GZ1563
 GZ1563.The orthometric height was determined by differential leveling
 GZ1563.and adjusted by the National Geodetic Survey in June 1991..
 GZ1563
 GZ1563.The geoid height was determined by GEOID03.
 GZ1563
 GZ1563.The dynamic height is computed by dividing the NAVD 88
 GZ1563.geopotential number by the normal gravity value computed on the
 GZ1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1563.degrees latitude (g = 980.6199 gals.).
 GZ1563
 GZ1563.The modeled gravity was interpolated from observed gravity values.
 GZ1563
 GZ1563;                    North         East    Units  Estimated Accuracy
 GZ1563;SPC KY1Z     - 1,113,800.    1,527,490.      MT  (+/- 180 meters Scaled)
 GZ1563
 GZ1563                          SUPERSEDED SURVEY CONTROL
 GZ1563
 GZ1563  NGVD 29 (??/??/92)  230.234  (m)          755.36   (f) ADJ UNCH    2 0
 GZ1563
 GZ1563.Superseded values are not recommended for survey control.
 GZ1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1563.See file dsdata.txt to determine how the superseded data were derived.
 GZ1563
 GZ1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG381357(NAD 83)
 GZ1563_MARKER: DB = BENCH MARK DISK
 GZ1563_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1563_SP_SET: ROCK OUTCROP
 GZ1563_STAMPING: H 224 1951
 GZ1563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1563+STABILITY: POSITION/ELEVATION WELL
 GZ1563
 GZ1563  HISTORY     - Date     Condition        Report By
 GZ1563  HISTORY     - 1951     MONUMENTED       CGS
 GZ1563
 GZ1563                          STATION DESCRIPTION
 GZ1563
 GZ1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1563'1 MI SE FROM BENGAL.
 GZ1563'ABOUT 0.95 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE FRIENDSHIP
 GZ1563'BAPTIST CHURCH AT BENGAL, ABOUT 0.3 MILE WEST OF EARLYS CHAPEL
 GZ1563'METHODIST CHURCH, ON THE EAST SLOPE OF A HILL AT THE JUNCTION OF
 GZ1563'A SIDE ROAD NORTH, SET IN THE TOP OF THE NORTHEAST CORNER OF
 GZ1563'A FLAT OUTCROP OF ROCK WHICH IS IN THE SOUTHWEST CORNER OF A
 GZ1563'LARGE FIELD, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD, 84 FEET
 GZ1563'EAST OF THE CENTER LINE OF THE ROAD, 63 FEET NORTHEAST OF A
 GZ1563'12-INCH CHERRY TREE IN A FENCE CORNER, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1662 ***********************************************************************
 GZ1662  DESIGNATION -  H 225
 GZ1662  PID         -  GZ1662
 GZ1662  STATE/COUNTY-  KY/ADAIR
 GZ1662  USGS QUAD   -  CANE VALLEY (1979)
 GZ1662
 GZ1662                         *CURRENT SURVEY CONTROL
 GZ1662  ___________________________________________________________________
 GZ1662* NAD 83(1986)-  37 09 43.     (N)    085 16 18.     (W)     SCALED    
 GZ1662* NAVD 88     -       275.759  (meters)     904.72   (feet)  ADJUSTED  
 GZ1662  ___________________________________________________________________
 GZ1662  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GZ1662  DYNAMIC HT  -         275.540 (meters)     904.00  (feet)  COMP
 GZ1662  MODELED GRAV-     979,829.5   (mgal)                       NAVD 88
 GZ1662
 GZ1662  VERT ORDER  -  SECOND    CLASS 0
 GZ1662
 GZ1662.The horizontal coordinates were scaled from a topographic map and have
 GZ1662.an estimated accuracy of +/- 6 seconds.
 GZ1662
 GZ1662.The orthometric height was determined by differential leveling
 GZ1662.and adjusted by the National Geodetic Survey in June 1991..
 GZ1662
 GZ1662.The geoid height was determined by GEOID03.
 GZ1662
 GZ1662.The dynamic height is computed by dividing the NAVD 88
 GZ1662.geopotential number by the normal gravity value computed on the
 GZ1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1662.degrees latitude (g = 980.6199 gals.).
 GZ1662
 GZ1662.The modeled gravity was interpolated from observed gravity values.
 GZ1662
 GZ1662;                    North         East    Units  Estimated Accuracy
 GZ1662;SPC KY1Z     - 1,092,070.    1,542,490.      MT  (+/- 180 meters Scaled)
 GZ1662
 GZ1662                          SUPERSEDED SURVEY CONTROL
 GZ1662
 GZ1662  NGVD 29 (??/??/92)  275.909  (m)          905.21   (f) ADJ UNCH    2 0
 GZ1662
 GZ1662.Superseded values are not recommended for survey control.
 GZ1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1662.See file dsdata.txt to determine how the superseded data were derived.
 GZ1662
 GZ1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG534142(NAD 83)
 GZ1662_MARKER: DB = BENCH MARK DISK
 GZ1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1662_STAMPING: H 225 1951 905.211
 GZ1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1662+STABILITY: SURFACE MOTION
 GZ1662
 GZ1662  HISTORY     - Date     Condition        Report By
 GZ1662  HISTORY     - 1951     MONUMENTED       CGS
 GZ1662  HISTORY     - 1958     GOOD             NGS
 GZ1662
 GZ1662                          STATION DESCRIPTION
 GZ1662
 GZ1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1662'1 MI SW FROM ABSHER.
 GZ1662'ABOUT 1.05 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ1662'OFFICE AT ABSHER, ABOUT 0.45 MILE WEST OF THE JUNCTION OF A
 GZ1662'ROAD SOUTHEAST, ABOUT 0.9 MILE EAST OF THE T JUNCTION OF A
 GZ1662'NORTH-SOUTH GRAVEL ROAD, AT THE NORTHWEST CORNER OF A LARGE
 GZ1662'FIELD AND THE NORTHEAST CORNER OF A WOODED AREA, 38 FEET SOUTH
 GZ1662'OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTH OF A POWER
 GZ1662'POLE WITH GUY WIRE (THE SECOND POLE WEST OF A POLE WITH A
 GZ1662'TRANSFORMER), ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 GZ1662'CONCRETE POST PROJECTING 6 INCHES.
 GZ1662
 GZ1662                          STATION RECOVERY (1958)
 GZ1662
 GZ1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1430 ***********************************************************************
 GZ1430  DESIGNATION -  H 227
 GZ1430  PID         -  GZ1430
 GZ1430  STATE/COUNTY-  KY/MARION
 GZ1430  USGS QUAD   -  LEBANON WEST (1994)
 GZ1430
 GZ1430                         *CURRENT SURVEY CONTROL
 GZ1430  ___________________________________________________________________
 GZ1430* NAD 83(1986)-  37 36 05.     (N)    085 16 26.     (W)     SCALED    
 GZ1430* NAVD 88     -       265.298  (meters)     870.40   (feet)  ADJUSTED  
 GZ1430  ___________________________________________________________________
 GZ1430  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GZ1430  DYNAMIC HT  -         265.090 (meters)     869.72  (feet)  COMP
 GZ1430  MODELED GRAV-     979,839.4   (mgal)                       NAVD 88
 GZ1430
 GZ1430  VERT ORDER  -  SECOND    CLASS 0
 GZ1430
 GZ1430.The horizontal coordinates were scaled from a topographic map and have
 GZ1430.an estimated accuracy of +/- 6 seconds.
 GZ1430
 GZ1430.The orthometric height was determined by differential leveling
 GZ1430.and adjusted by the National Geodetic Survey in June 1991..
 GZ1430
 GZ1430.The geoid height was determined by GEOID03.
 GZ1430
 GZ1430.The dynamic height is computed by dividing the NAVD 88
 GZ1430.geopotential number by the normal gravity value computed on the
 GZ1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1430.degrees latitude (g = 980.6199 gals.).
 GZ1430
 GZ1430.The modeled gravity was interpolated from observed gravity values.
 GZ1430
 GZ1430;                    North         East    Units  Estimated Accuracy
 GZ1430;SPC KY1Z     - 1,140,840.    1,542,040.      MT  (+/- 180 meters Scaled)
 GZ1430
 GZ1430                          SUPERSEDED SURVEY CONTROL
 GZ1430
 GZ1430  NGVD 29 (??/??/92)  265.432  (m)          870.84   (f) ADJ UNCH    2 0
 GZ1430
 GZ1430.Superseded values are not recommended for survey control.
 GZ1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1430.See file dsdata.txt to determine how the superseded data were derived.
 GZ1430
 GZ1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG523629(NAD 83)
 GZ1430_MARKER: DB = BENCH MARK DISK
 GZ1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1430_STAMPING: H 227 1951 870.838
 GZ1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1430+STABILITY: SURFACE MOTION
 GZ1430
 GZ1430  HISTORY     - Date     Condition        Report By
 GZ1430  HISTORY     - 1951     MONUMENTED       CGS
 GZ1430  HISTORY     - 1958     GOOD             NGS
 GZ1430
 GZ1430                          STATION DESCRIPTION
 GZ1430
 GZ1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1430'2.6 MI NW FROM LEBANON.
 GZ1430'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 55 FROM THE POST OFFICE
 GZ1430'AT LEBANON, THENCE ABOUT 2.05 MILES NORTHWEST ALONG STATE HIGHWAY
 GZ1430'429, ABOUT 0.45 MILE NORTHWEST OF THE CROSSING OF A POWER
 GZ1430'TRANSMISSION LINE, AT THE OUTSIDE AND AT NORTHWEST END OF A CURVE
 GZ1430'WITH TANGENTS EXTENDING NORTHWEST AND SOUTH, AT THE JUNCTION
 GZ1430'OF THE NORTHWEST LEG OF A ROAD NORTH, 40 FEET NORTHEAST OF THE
 GZ1430'CENTER LINE OF THE HIGHWAY, 31 FEET NORTH OF THE CENTER LINE OF
 GZ1430'NORTHWEST LEG OF ROAD NORTH, 25 FEET NORTH OF THE NORTHWEST END
 GZ1430'OF A 12-INCH PIPE CULVERT UNDER NORTHWEST LEG OF ROAD NORTH, 88
 GZ1430'FEET SOUTHEAST OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL
 GZ1430'OF A 24-INCH PIPE CULVERT, 1 FOOT SOUTHWEST OF A FENCE LINE, 2
 GZ1430'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GZ1430'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GZ1430'NOTE-- THE MARK IS 3 FEET NORTHEAST OF THE FENCE AND AT THE
 GZ1430'NORTHWEST LEG OF A CIRCLE DRIVEWAY IN FRONT OF THE HOME OF ROGER
 GZ1430'SULLIVAN.
 GZ1430
 GZ1430                          STATION RECOVERY (1958)
 GZ1430
 GZ1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1982 ***********************************************************************
 GZ1982  DESIGNATION -  H 228
 GZ1982  PID         -  GZ1982
 GZ1982  STATE/COUNTY-  KY/GREEN
 GZ1982  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ1982
 GZ1982                         *CURRENT SURVEY CONTROL
 GZ1982  ___________________________________________________________________
 GZ1982* NAD 83(1986)-  37 21 01.     (N)    085 35 13.     (W)     SCALED    
 GZ1982* NAVD 88     -       229.588  (meters)     753.24   (feet)  ADJUSTED  
 GZ1982  ___________________________________________________________________
 GZ1982  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GZ1982  DYNAMIC HT  -         229.411 (meters)     752.66  (feet)  COMP
 GZ1982  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 GZ1982
 GZ1982  VERT ORDER  -  SECOND    CLASS 0
 GZ1982
 GZ1982.The horizontal coordinates were scaled from a topographic map and have
 GZ1982.an estimated accuracy of +/- 6 seconds.
 GZ1982
 GZ1982.The orthometric height was determined by differential leveling
 GZ1982.and adjusted by the National Geodetic Survey in June 1991..
 GZ1982
 GZ1982.The geoid height was determined by GEOID03.
 GZ1982
 GZ1982.The dynamic height is computed by dividing the NAVD 88
 GZ1982.geopotential number by the normal gravity value computed on the
 GZ1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1982.degrees latitude (g = 980.6199 gals.).
 GZ1982
 GZ1982.The modeled gravity was interpolated from observed gravity values.
 GZ1982
 GZ1982;                    North         East    Units  Estimated Accuracy
 GZ1982;SPC KY1Z     - 1,112,880.    1,514,450.      MT  (+/- 180 meters Scaled)
 GZ1982
 GZ1982                          SUPERSEDED SURVEY CONTROL
 GZ1982
 GZ1982  NGVD 29 (??/??/92)  229.726  (m)          753.69   (f) ADJ UNCH    2 0
 GZ1982
 GZ1982.Superseded values are not recommended for survey control.
 GZ1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1982.See file dsdata.txt to determine how the superseded data were derived.
 GZ1982
 GZ1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG251346(NAD 83)
 GZ1982_MARKER: DB = BENCH MARK DISK
 GZ1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1982_STAMPING: H 228 1951
 GZ1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1982+STABILITY: SURFACE MOTION
 GZ1982
 GZ1982  HISTORY     - Date     Condition        Report By
 GZ1982  HISTORY     - 1951     MONUMENTED       CGS
 GZ1982
 GZ1982                          STATION DESCRIPTION
 GZ1982
 GZ1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1982'2 MI S FROM ALLENDALE.
 GZ1982'ABOUT 0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE BAPTIST
 GZ1982'CHURCH AT ALLENDALE, THENCE ABOUT 1.05 MILES SOUTHWEST ALONG A
 GZ1982'GRAVEL ROAD, AT THE TOP OF A GRADE AND AT A JOGGED CROSSROAD, 44
 GZ1982'FEET SOUTHEAST OF THE CENTER LINE OF MAIN ROAD, 21 FEET SOUTHEAST
 GZ1982'OF A 30-INCH OAK TREE, 33 FEET SOUTHWEST OF THE CENTER LINE
 GZ1982'OF ROAD SOUTHEAST, 12 FEET SOUTHWEST OF THE EXTENDED CENTER
 GZ1982'LINE OF ROAD NORTHWEST, ABOUT 2 FEET ABOVE THE INTERSECTION AND
 GZ1982'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0918 ***********************************************************************
 GZ0918  DESIGNATION -  H 230
 GZ0918  PID         -  GZ0918
 GZ0918  STATE/COUNTY-  KY/CASEY
 GZ0918  USGS QUAD   -  LIBERTY (1979)
 GZ0918
 GZ0918                         *CURRENT SURVEY CONTROL
 GZ0918  ___________________________________________________________________
 GZ0918* NAD 83(1986)-  37 19 27.     (N)    084 54 28.     (W)     SCALED    
 GZ0918* NAVD 88     -       255.654  (meters)     838.76   (feet)  ADJUSTED  
 GZ0918  ___________________________________________________________________
 GZ0918  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GZ0918  DYNAMIC HT  -         255.451 (meters)     838.09  (feet)  COMP
 GZ0918  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 GZ0918
 GZ0918  VERT ORDER  -  SECOND    CLASS 0
 GZ0918
 GZ0918.The horizontal coordinates were scaled from a topographic map and have
 GZ0918.an estimated accuracy of +/- 6 seconds.
 GZ0918
 GZ0918.The orthometric height was determined by differential leveling
 GZ0918.and adjusted by the National Geodetic Survey in June 1991..
 GZ0918
 GZ0918.The geoid height was determined by GEOID03.
 GZ0918
 GZ0918.The dynamic height is computed by dividing the NAVD 88
 GZ0918.geopotential number by the normal gravity value computed on the
 GZ0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0918.degrees latitude (g = 980.6199 gals.).
 GZ0918
 GZ0918.The modeled gravity was interpolated from observed gravity values.
 GZ0918
 GZ0918;                    North         East    Units  Estimated Accuracy
 GZ0918;SPC KY1Z     - 1,110,300.    1,574,640.      MT  (+/- 180 meters Scaled)
 GZ0918
 GZ0918                          SUPERSEDED SURVEY CONTROL
 GZ0918
 GZ0918  NGVD 29 (??/??/92)  255.795  (m)          839.22   (f) ADJ UNCH    2 0
 GZ0918
 GZ0918.Superseded values are not recommended for survey control.
 GZ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0918.See file dsdata.txt to determine how the superseded data were derived.
 GZ0918
 GZ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG853328(NAD 83)
 GZ0918_MARKER: DB = BENCH MARK DISK
 GZ0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0918_STAMPING: H 230 1951 839.221
 GZ0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0918+STABILITY: SURFACE MOTION
 GZ0918
 GZ0918  HISTORY     - Date     Condition        Report By
 GZ0918  HISTORY     - 1951     MONUMENTED       CGS
 GZ0918  HISTORY     - 1958     GOOD             NGS
 GZ0918
 GZ0918                          STATION DESCRIPTION
 GZ0918
 GZ0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0918'2 MI NE FROM LIBERTY.
 GZ0918'ABOUT 2.05 MILES NORTHEAST ALONG STATE HIGHWAY 70 FROM THE COURT
 GZ0918'HOUSE AT LIBERTY, ABOUT 0.2 MILE NORTHEAST OF A BRIDGE OVER
 GZ0918'GIRDER CREEK, ABOUT 55 YARDS SOUTHWEST OF THE JUNCTION OF A DRIVE
 GZ0918'SOUTHEAST TO A FARM HOUSE WITH A ROW OF MAPLE TREES IN FRONT
 GZ0918'YARD, 28 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1
 GZ0918'FOOT SOUTHEAST OF A FENCE LINE, 3 1/2 FEET SOUTHWEST OF A FENCE
 GZ0918'CORNER, 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GZ0918'POST PROJECTING 3 INCHES.  NOTE-- THE MARK IS 1.5 FEET SOUTH OF
 GZ0918'POWER POLE WITH BRANCH LINE TO A SAW MILL, AND AT THE SOUTHEAST
 GZ0918'CORNER OF A YARD OF A SMALL RED IMITATION BRICK SIDED HOME WITH
 GZ0918'PARTIAL BRICK FRONT.
 GZ0918
 GZ0918                          STATION RECOVERY (1958)
 GZ0918
 GZ0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1291 ***********************************************************************
 GB1291  DESIGNATION -  H 231
 GB1291  PID         -  GB1291
 GB1291  STATE/COUNTY-  KY/WAYNE
 GB1291  USGS QUAD   -  MILL SPRINGS (1978)
 GB1291
 GB1291                         *CURRENT SURVEY CONTROL
 GB1291  ___________________________________________________________________
 GB1291* NAD 83(1986)-  36 57 50.     (N)    084 46 45.     (W)     SCALED    
 GB1291* NAVD 88     -       265.695  (meters)     871.70   (feet)  ADJUSTED  
 GB1291  ___________________________________________________________________
 GB1291  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GB1291  DYNAMIC HT  -         265.481 (meters)     871.00  (feet)  COMP
 GB1291  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 GB1291
 GB1291  VERT ORDER  -  SECOND    CLASS 0
 GB1291
 GB1291.The horizontal coordinates were scaled from a topographic map and have
 GB1291.an estimated accuracy of +/- 6 seconds.
 GB1291
 GB1291.The orthometric height was determined by differential leveling
 GB1291.and adjusted by the National Geodetic Survey in June 1991..
 GB1291
 GB1291.The geoid height was determined by GEOID03.
 GB1291
 GB1291.The dynamic height is computed by dividing the NAVD 88
 GB1291.geopotential number by the normal gravity value computed on the
 GB1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1291.degrees latitude (g = 980.6199 gals.).
 GB1291
 GB1291.The modeled gravity was interpolated from observed gravity values.
 GB1291
 GB1291;                    North         East    Units  Estimated Accuracy
 GB1291;SPC KY1Z     - 1,070,430.    1,586,460.      MT  (+/- 180 meters Scaled)
 GB1291
 GB1291                          SUPERSEDED SURVEY CONTROL
 GB1291
 GB1291  NGVD 29 (??/??/92)  265.845  (m)          872.19   (f) ADJ UNCH    2 0
 GB1291
 GB1291.Superseded values are not recommended for survey control.
 GB1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1291.See file dsdata.txt to determine how the superseded data were derived.
 GB1291
 GB1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF977931(NAD 83)
 GB1291_MARKER: DB = BENCH MARK DISK
 GB1291_SETTING: 66 = SET IN ROCK OUTCROP
 GB1291_SP_SET: ROCK OUTCROP
 GB1291_STAMPING: H 231 1951 872.193
 GB1291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1291+STABILITY: POSITION/ELEVATION WELL
 GB1291
 GB1291  HISTORY     - Date     Condition        Report By
 GB1291  HISTORY     - 1951     MONUMENTED       CGS
 GB1291  HISTORY     - 1958     GOOD             NGS
 GB1291
 GB1291                          STATION DESCRIPTION
 GB1291
 GB1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1291'2.8 MI SW FROM TRIMBLE.
 GB1291'ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 235 FROM THE POST
 GB1291'OFFICE AT TRIMBLE, THENCE ABOUT 2.2 MILES SOUTHWEST AND SOUTH ALONG A
 GB1291'DIRT ROAD, ABOUT 0.1 MILE SOUTH OF A DIM ROAD EAST, SET IN THE
 GB1291'TOP OF THE SOUTHWEST EDGE OF AN OUTCROP OF LIMESTONE, 96 FEET EAST
 GB1291'OF THE CENTER LINE OF ROAD, 146 FEET EAST AND ACROSS ROAD FROM
 GB1291'THE SOUTHEAST CORNER OF A ONE-STORY WHITE FRAME HOUSE, 45 FEET
 GB1291'SOUTH OF THE SOUTHWEST CORNER OF A LOG BARN, 33 FEET NORTH OF
 GB1291'THE NORTHWEST CORNER OF A LOG CRIB, AND ABOUT 3 1/2 FEET ABOVE
 GB1291'THE ROAD.
 GB1291
 GB1291                          STATION RECOVERY (1958)
 GB1291
 GB1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1238 ***********************************************************************
 GB1238  DESIGNATION -  H 232
 GB1238  PID         -  GB1238
 GB1238  STATE/COUNTY-  KY/PULASKI
 GB1238  USGS QUAD   -  FRAZER (1982)
 GB1238
 GB1238                         *CURRENT SURVEY CONTROL
 GB1238  ___________________________________________________________________
 GB1238* NAD 83(1986)-  36 57 01.     (N)    084 38 02.     (W)     SCALED    
 GB1238* NAVD 88     -       272.475  (meters)     893.95   (feet)  ADJUSTED  
 GB1238  ___________________________________________________________________
 GB1238  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1238  DYNAMIC HT  -         272.263 (meters)     893.25  (feet)  COMP
 GB1238  MODELED GRAV-     979,844.7   (mgal)                       NAVD 88
 GB1238
 GB1238  VERT ORDER  -  SECOND    CLASS 0
 GB1238
 GB1238.The horizontal coordinates were scaled from a topographic map and have
 GB1238.an estimated accuracy of +/- 6 seconds.
 GB1238
 GB1238.The orthometric height was determined by differential leveling
 GB1238.and adjusted by the National Geodetic Survey in June 1991..
 GB1238
 GB1238.The geoid height was determined by GEOID03.
 GB1238
 GB1238.The dynamic height is computed by dividing the NAVD 88
 GB1238.geopotential number by the normal gravity value computed on the
 GB1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1238.degrees latitude (g = 980.6199 gals.).
 GB1238
 GB1238.The modeled gravity was interpolated from observed gravity values.
 GB1238
 GB1238;                    North         East    Units  Estimated Accuracy
 GB1238;SPC KY1Z     - 1,069,070.    1,599,410.      MT  (+/- 180 meters Scaled)
 GB1238
 GB1238                          SUPERSEDED SURVEY CONTROL
 GB1238
 GB1238  NGVD 29 (??/??/92)  272.642  (m)          894.49   (f) ADJ UNCH    2 0
 GB1238
 GB1238.Superseded values are not recommended for survey control.
 GB1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1238.See file dsdata.txt to determine how the superseded data were derived.
 GB1238
 GB1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF106919(NAD 83)
 GB1238_MARKER: DB = BENCH MARK DISK
 GB1238_SETTING: 66 = SET IN ROCK OUTCROP
 GB1238_SP_SET: ROCK LEDGE
 GB1238_STAMPING: H 232 1951 894.493
 GB1238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1238+STABILITY: POSITION/ELEVATION WELL
 GB1238
 GB1238  HISTORY     - Date     Condition        Report By
 GB1238  HISTORY     - 1951     MONUMENTED       CGS
 GB1238  HISTORY     - 1957     GOOD             NGS
 GB1238  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 GB1238
 GB1238                          STATION DESCRIPTION
 GB1238
 GB1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1238'0.6 MI S FROM QUINTON.
 GB1238'ABOUT 0.6 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GB1238'QUINTON, ABOUT 0.15 MILE SOUTH OF VAUGHN SCHOOL BUILDING, NEAR THE
 GB1238'BOTTOM OF GRADE, SET IN THE TOP OF A LIMESTONE LEDGE, 35 FEET
 GB1238'SOUTHEAST OF THE CENTER LINE OF ROAD, ABOUT 425 FEET EAST AND
 GB1238'ACROSS ROAD FROM RESIDENCE OF DON WALLACE, 64 FEET EAST-NORTHEAST
 GB1238'OF THE SOUTHEAST END OF A 2 1/2-FOOT STONE CULVERT, 33 1/2 FEET
 GB1238'EAST-NORTHEAST OF A TRIANGULAR BLAZED 8-INCH CEDAR TREE IN FENCE
 GB1238'LINE, 24 FEET NORTH OF A 10-INCH WALNUT TREE, 12 FEET SOUTHEAST
 GB1238'OF A FENCE LINE AND ABOUT 2 FEET BELOW THE ROAD.
 GB1238
 GB1238                          STATION RECOVERY (1957)
 GB1238
 GB1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1238'RECOVERED IN GOOD CONDITION.
 GB1238
 GB1238                          STATION RECOVERY (1977)
 GB1238
 GB1238'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 GB1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1244 ***********************************************************************
 GB1244  DESIGNATION -  H 233
 GB1244  PID         -  GB1244
 GB1244  STATE/COUNTY-  KY/WAYNE
 GB1244  USGS QUAD   -  FRAZER (1982)
 GB1244
 GB1244                         *CURRENT SURVEY CONTROL
 GB1244  ___________________________________________________________________
 GB1244* NAD 83(1986)-  36 53 16.     (N)    084 39 05.     (W)     SCALED    
 GB1244* NAVD 88     -       265.485  (meters)     871.01   (feet)  ADJUSTED  
 GB1244  ___________________________________________________________________
 GB1244  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GB1244  DYNAMIC HT  -         265.276 (meters)     870.33  (feet)  COMP
 GB1244  MODELED GRAV-     979,836.3   (mgal)                       NAVD 88
 GB1244
 GB1244  VERT ORDER  -  SECOND    CLASS 0
 GB1244
 GB1244.The horizontal coordinates were scaled from a topographic map and have
 GB1244.an estimated accuracy of +/- 6 seconds.
 GB1244
 GB1244.The orthometric height was determined by differential leveling
 GB1244.and adjusted by the National Geodetic Survey in June 1991..
 GB1244
 GB1244.The geoid height was determined by GEOID03.
 GB1244
 GB1244.The dynamic height is computed by dividing the NAVD 88
 GB1244.geopotential number by the normal gravity value computed on the
 GB1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1244.degrees latitude (g = 980.6199 gals.).
 GB1244
 GB1244.The modeled gravity was interpolated from observed gravity values.
 GB1244
 GB1244;                    North         East    Units  Estimated Accuracy
 GB1244;SPC KY1Z     - 1,062,110.    1,597,940.      MT  (+/- 180 meters Scaled)
 GB1244
 GB1244                          SUPERSEDED SURVEY CONTROL
 GB1244
 GB1244  NGVD 29 (??/??/92)  265.644  (m)          871.53   (f) ADJ UNCH    2 0
 GB1244
 GB1244.Superseded values are not recommended for survey control.
 GB1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1244.See file dsdata.txt to determine how the superseded data were derived.
 GB1244
 GB1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF092849(NAD 83)
 GB1244_MARKER: DB = BENCH MARK DISK
 GB1244_SETTING: 66 = SET IN ROCK OUTCROP
 GB1244_SP_SET: ROCK OUTCROP
 GB1244_STAMPING: H 233 1951 871.534
 GB1244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1244+STABILITY: POSITION/ELEVATION WELL
 GB1244
 GB1244  HISTORY     - Date     Condition        Report By
 GB1244  HISTORY     - 1951     MONUMENTED       CGS
 GB1244  HISTORY     - 1957     POOR             NGS
 GB1244
 GB1244                          STATION DESCRIPTION
 GB1244
 GB1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1244'2 MI S FROM KIDDER.
 GB1244'ABOUT 2.0 MILES SOUTH ALONG A ROUGH ROCKY ROAD FROM THE POST
 GB1244'OFFICE AT KIDDER, ABOUT 1.95 MILES NORTH OF THE POST OFFICE
 GB1244'AND ROAD JUNCTION AT DELTA, ABOUT 0.55 MILE SOUTH OF THE JUNCTION
 GB1244'OF A ROAD EAST, AT THE JUNCTION OF A DRIVE NORTH PARALLEL
 GB1244'TO ROAD LEADING TO HOUSE OWNED BY HOBART HARDWICK, 25 FEET
 GB1244'WEST AND ACROSS DRIVE FROM CENTER LINE OF ROAD, 54 FEET
 GB1244'SOUTH-SOUTHWEST AND ACROSS DRIVE FROM THE SOUTHWEST CORNER OF
 GB1244'A 5-FOOT WOODEN BRIDGE, 53 FEET NORTH-NORTHWEST OF CENTER OF
 GB1244'JUNCTION, 29 FEET SOUTHEAST OF A 10-INCH CEDAR TREE IN A FENCE
 GB1244'LINE, 5 FEET WEST OF CENTER OF DRIVE, 11 FEET EAST OF FENCE
 GB1244'LINE, ABOUT 6 FEET ABOVE THE ROAD AND SET IN THE TOP OF AN
 GB1244'OUTCROP OF LIMESTONE.
 GB1244
 GB1244                          STATION RECOVERY (1957)
 GB1244
 GB1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1244'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1185 ***********************************************************************
 GB1185  DESIGNATION -  H 234
 GB1185  PID         -  GB1185
 GB1185  STATE/COUNTY-  KY/WAYNE
 GB1185  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1185
 GB1185                         *CURRENT SURVEY CONTROL
 GB1185  ___________________________________________________________________
 GB1185* NAD 83(1986)-  36 41 04.     (N)    084 50 12.     (W)     SCALED    
 GB1185* NAVD 88     -       314.491  (meters)    1031.79   (feet)  ADJUSTED  
 GB1185  ___________________________________________________________________
 GB1185  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GB1185  DYNAMIC HT  -         314.231 (meters)    1030.94  (feet)  COMP
 GB1185  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 GB1185
 GB1185  VERT ORDER  -  SECOND    CLASS 0
 GB1185
 GB1185.The horizontal coordinates were scaled from a topographic map and have
 GB1185.an estimated accuracy of +/- 6 seconds.
 GB1185
 GB1185.The orthometric height was determined by differential leveling
 GB1185.and adjusted by the National Geodetic Survey in June 1991..
 GB1185
 GB1185.The geoid height was determined by GEOID03.
 GB1185
 GB1185.The dynamic height is computed by dividing the NAVD 88
 GB1185.geopotential number by the normal gravity value computed on the
 GB1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1185.degrees latitude (g = 980.6199 gals.).
 GB1185
 GB1185.The modeled gravity was interpolated from observed gravity values.
 GB1185
 GB1185;                    North         East    Units  Estimated Accuracy
 GB1185;SPC KY1Z     - 1,039,370.    1,581,640.      MT  (+/- 180 meters Scaled)
 GB1185
 GB1185                          SUPERSEDED SURVEY CONTROL
 GB1185
 GB1185  NGVD 29 (??/??/92)  314.629  (m)         1032.25   (f) ADJ UNCH    2 0
 GB1185
 GB1185.Superseded values are not recommended for survey control.
 GB1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1185.See file dsdata.txt to determine how the superseded data were derived.
 GB1185
 GB1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF932620(NAD 83)
 GB1185_MARKER: DB = BENCH MARK DISK
 GB1185_SETTING: 66 = SET IN ROCK OUTCROP
 GB1185_SP_SET: ROCK OUTCROP
 GB1185_STAMPING: H 234 1951
 GB1185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1185+STABILITY: POSITION/ELEVATION WELL
 GB1185
 GB1185  HISTORY     - Date     Condition        Report By
 GB1185  HISTORY     - 1951     MONUMENTED       CGS
 GB1185  HISTORY     - 1957     GOOD             NGS
 GB1185
 GB1185                          STATION DESCRIPTION
 GB1185
 GB1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB1185'3.8 MI N FROM MT PISGAH.
 GB1185'3.2 MILES NORTH ALONG NEW GRAVEL ROAD FROM ROAD JUNCTION AND
 GB1185'CONCRETE BLOCK BUILDING AT MT. PISGAH, (WAS POST OFFICE
 GB1185'BUILDING) TO DIRT ROAD SOUTHEAST, THENCE 0.65 SOUTHEAST AND SOUTH
 GB1185'ALONG OLD DIRT ROAD TO OLD ABANDONED FARM LOG BUILDINGS, SET IN
 GB1185'THE TOP OF A 4 BY 3 FOOT LIMESTONE OUTCROP, 83 FEET SOUTHWEST OF
 GB1185'THE CENTER OF OLD ROAD, 51 FEET SOUTHEAST OF A DRY BRANCH, 39
 GB1185'FEET NORTH OF THE NORTHEAST CORNER OF HOUSE, AND ABOUT 10 FEET
 GB1185'ABOVE LEVEL OF OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1065 ***********************************************************************
 GB1065  DESIGNATION -  H 235
 GB1065  PID         -  GB1065
 GB1065  STATE/COUNTY-  KY/WAYNE
 GB1065  USGS QUAD   -  BELL FARM (1982)
 GB1065
 GB1065                         *CURRENT SURVEY CONTROL
 GB1065  ___________________________________________________________________
 GB1065* NAD 83(1986)-  36 42 01.     (N)    084 43 47.     (W)     SCALED    
 GB1065* NAVD 88     -       308.467  (meters)    1012.03   (feet)  ADJUSTED  
 GB1065  ___________________________________________________________________
 GB1065  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GB1065  DYNAMIC HT  -         308.218 (meters)    1011.21  (feet)  COMP
 GB1065  MODELED GRAV-     979,815.0   (mgal)                       NAVD 88
 GB1065
 GB1065  VERT ORDER  -  SECOND    CLASS 0
 GB1065
 GB1065.The horizontal coordinates were scaled from a topographic map and have
 GB1065.an estimated accuracy of +/- 6 seconds.
 GB1065
 GB1065.The orthometric height was determined by differential leveling
 GB1065.and adjusted by the National Geodetic Survey in June 1991..
 GB1065
 GB1065.The geoid height was determined by GEOID03.
 GB1065
 GB1065.The dynamic height is computed by dividing the NAVD 88
 GB1065.geopotential number by the normal gravity value computed on the
 GB1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1065.degrees latitude (g = 980.6199 gals.).
 GB1065
 GB1065.The modeled gravity was interpolated from observed gravity values.
 GB1065
 GB1065;                    North         East    Units  Estimated Accuracy
 GB1065;SPC KY1Z     - 1,041,230.    1,591,180.      MT  (+/- 180 meters Scaled)
 GB1065
 GB1065                          SUPERSEDED SURVEY CONTROL
 GB1065
 GB1065  NGVD 29 (??/??/92)  308.610  (m)         1012.50   (f) ADJ UNCH    2 0
 GB1065
 GB1065.Superseded values are not recommended for survey control.
 GB1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1065.See file dsdata.txt to determine how the superseded data were derived.
 GB1065
 GB1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF028640(NAD 83)
 GB1065_MARKER: DB = BENCH MARK DISK
 GB1065_SETTING: 66 = SET IN ROCK OUTCROP
 GB1065_SP_SET: ROCK OUTCROP
 GB1065_STAMPING: H 235 1951 1012.498
 GB1065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1065+STABILITY: POSITION/ELEVATION WELL
 GB1065
 GB1065  HISTORY     - Date     Condition        Report By
 GB1065  HISTORY     - 1951     MONUMENTED       CGS
 GB1065  HISTORY     - 1957     GOOD             NGS
 GB1065
 GB1065                          STATION DESCRIPTION
 GB1065
 GB1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1065'2 MI N FROM PARMLEYSVILLE.
 GB1065'ABOUT 2.05 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1065'AND CROSSROADS AT PARMLEYSVILLE, ABOUT 0.3 MILE SOUTH OF A
 GB1065'CROSSROAD, IN THE TOP OF CENTER OF A 1-FOOT ROUND KNOB WHICH
 GB1065'PROTRUDES OUT OF A 5-FOOT OUTCROP OF ROCK (KNOB IS ABOUT 6-INCHES
 GB1065'HIGHER THAN FLAT PART OF OUTCROP), 23 FEET EAST OF CENTER LINE OF
 GB1065'ROAD 147 FEET NORTHWEST OF A POWER POLE, 71 FEET SOUTHEAST AND
 GB1065'ACROSS ROAD FROM CENTER OF A GATE IN WEST R/W FENCE LINE, 55 FEET
 GB1065'SOUTH OF CENTER OF A GATE IN EAST-FENCE LINE, 46 FEET SOUTHWEST OF
 GB1065'A TRIANGULAR BLAZED 8-INCH ELM TREE, 5 FEET EAST OF FENCE LINE,
 GB1065'ABOUT 2 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK IS ABOUT 2.4 MILES
 GB1065'SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT ROCKYBRANCH.
 GB1065
 GB1065                          STATION RECOVERY (1957)
 GB1065
 GB1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0887 ***********************************************************************
 GZ0887  DESIGNATION -  H 236
 GZ0887  PID         -  GZ0887
 GZ0887  STATE/COUNTY-  KY/CASEY
 GZ0887  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0887
 GZ0887                         *CURRENT SURVEY CONTROL
 GZ0887  ___________________________________________________________________
 GZ0887* NAD 83(1986)-  37 23 51.     (N)    084 51 19.     (W)     SCALED    
 GZ0887* NAVD 88     -       272.523  (meters)     894.10   (feet)  ADJUSTED  
 GZ0887  ___________________________________________________________________
 GZ0887  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GZ0887  DYNAMIC HT  -         272.311 (meters)     893.41  (feet)  COMP
 GZ0887  MODELED GRAV-     979,844.5   (mgal)                       NAVD 88
 GZ0887
 GZ0887  VERT ORDER  -  SECOND    CLASS 0
 GZ0887
 GZ0887.The horizontal coordinates were scaled from a topographic map and have
 GZ0887.an estimated accuracy of +/- 6 seconds.
 GZ0887
 GZ0887.The orthometric height was determined by differential leveling
 GZ0887.and adjusted by the National Geodetic Survey in June 1991..
 GZ0887
 GZ0887.The geoid height was determined by GEOID03.
 GZ0887
 GZ0887.The dynamic height is computed by dividing the NAVD 88
 GZ0887.geopotential number by the normal gravity value computed on the
 GZ0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0887.degrees latitude (g = 980.6199 gals.).
 GZ0887
 GZ0887.The modeled gravity was interpolated from observed gravity values.
 GZ0887
 GZ0887;                    North         East    Units  Estimated Accuracy
 GZ0887;SPC KY1Z     - 1,118,480.    1,579,220.      MT  (+/- 180 meters Scaled)
 GZ0887
 GZ0887                          SUPERSEDED SURVEY CONTROL
 GZ0887
 GZ0887  NGVD 29 (??/??/92)  272.664  (m)          894.57   (f) ADJ UNCH    2 0
 GZ0887
 GZ0887.Superseded values are not recommended for survey control.
 GZ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0887.See file dsdata.txt to determine how the superseded data were derived.
 GZ0887
 GZ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG898411(NAD 83)
 GZ0887_MARKER: DB = BENCH MARK DISK
 GZ0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0887_STAMPING: H 236 1951 894.565
 GZ0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0887+STABILITY: SURFACE MOTION
 GZ0887
 GZ0887  HISTORY     - Date     Condition        Report By
 GZ0887  HISTORY     - 1951     MONUMENTED       CGS
 GZ0887  HISTORY     - 1958     GOOD             NGS
 GZ0887  HISTORY     - 1981     GOOD             KYDT
 GZ0887
 GZ0887                          STATION DESCRIPTION
 GZ0887
 GZ0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0887'1.6 MI S FROM KIDDS STORE.
 GZ0887'ABOUT 1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST
 GZ0887'OFFICE AND ROAD JUNCTION AT KIDDS STORE, THENCE ABOUT 0.55
 GZ0887'MILE SOUTHEAST AND EAST ALONG A ROUGH ROAD, ABOUT 0.4 MILE EAST
 GZ0887'OF A FORD ACROSS CARPENTER CREEK, AT THE JUNCTION OF A ROAD
 GZ0887'LEADING NORTHEAST, 63 FEET NORTHEAST OF THE CENTER LINE OF ROAD,
 GZ0887'40 FEET SOUTHEAST OF CENTER LINE OF ROAD NORTHEAST, 88 FEET
 GZ0887'SOUTHEAST OF THE SOUTH CORNER OF A SMALL HOUSE, 7 FEET SOUTH OF
 GZ0887'A 5-INCH PINE TREE, 7 FEET EAST OF A 20-INCH WHITE OAK TREE, 2
 GZ0887'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST ABOUT 5 FEET
 GZ0887'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ0887'1 INCH.  NOTE-- MARK IS ABOUT 1.1 MILES NORTHWEST OF PATSY
 GZ0887'RIFFE BAPTIST CHURCH.
 GZ0887
 GZ0887                          STATION RECOVERY (1958)
 GZ0887
 GZ0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0887'RECOVERED IN GOOD CONDITION.
 GZ0887
 GZ0887                          STATION RECOVERY (1981)
 GZ0887
 GZ0887'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1676 ***********************************************************************
 GZ1676  DESIGNATION -  H 237
 GZ1676  PID         -  GZ1676
 GZ1676  STATE/COUNTY-  KY/ADAIR
 GZ1676  USGS QUAD   -  MANNSVILLE (1970)
 GZ1676
 GZ1676                         *CURRENT SURVEY CONTROL
 GZ1676  ___________________________________________________________________
 GZ1676* NAD 83(1986)-  37 15 57.     (N)    085 08 25.     (W)     SCALED    
 GZ1676* NAVD 88     -       224.573  (meters)     736.79   (feet)  ADJUSTED  
 GZ1676  ___________________________________________________________________
 GZ1676  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GZ1676  DYNAMIC HT  -         224.393 (meters)     736.20  (feet)  COMP
 GZ1676  MODELED GRAV-     979,824.5   (mgal)                       NAVD 88
 GZ1676
 GZ1676  VERT ORDER  -  SECOND    CLASS 0
 GZ1676
 GZ1676.The horizontal coordinates were scaled from a topographic map and have
 GZ1676.an estimated accuracy of +/- 6 seconds.
 GZ1676
 GZ1676.The orthometric height was determined by differential leveling
 GZ1676.and adjusted by the National Geodetic Survey in June 1991..
 GZ1676
 GZ1676.The geoid height was determined by GEOID03.
 GZ1676
 GZ1676.The dynamic height is computed by dividing the NAVD 88
 GZ1676.geopotential number by the normal gravity value computed on the
 GZ1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1676.degrees latitude (g = 980.6199 gals.).
 GZ1676
 GZ1676.The modeled gravity was interpolated from observed gravity values.
 GZ1676
 GZ1676;                    North         East    Units  Estimated Accuracy
 GZ1676;SPC KY1Z     - 1,103,670.    1,554,080.      MT  (+/- 180 meters Scaled)
 GZ1676
 GZ1676                          SUPERSEDED SURVEY CONTROL
 GZ1676
 GZ1676  NGVD 29 (??/??/92)  224.715  (m)          737.25   (f) ADJ UNCH    2 0
 GZ1676
 GZ1676.Superseded values are not recommended for survey control.
 GZ1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1676.See file dsdata.txt to determine how the superseded data were derived.
 GZ1676
 GZ1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG649259(NAD 83)
 GZ1676_MARKER: DB = BENCH MARK DISK
 GZ1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1676_STAMPING: H 237 1951 737.252
 GZ1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1676+STABILITY: SURFACE MOTION
 GZ1676
 GZ1676  HISTORY     - Date     Condition        Report By
 GZ1676  HISTORY     - 1951     MONUMENTED       CGS
 GZ1676  HISTORY     - 1958     GOOD             NGS
 GZ1676
 GZ1676                          STATION DESCRIPTION
 GZ1676
 GZ1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1676'3.1 MI SW FROM CLEMENTSVILLE.
 GZ1676'ABOUT 3.1 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ1676'OFFICE AND JUNCTION OF STATE HIGHWAY 70 AT CLEMENTSVILLE,
 GZ1676'ABOUT 1.25 MILES NORTHEAST OF THE ROAD JUNCTION AT CASEY CREEK,
 GZ1676'ABOUT 0.65 MILE NORTHEAST OF A STEEL BRIDGE OVER CASEY CREEK,
 GZ1676'50 FEET SOUTH OF THE CENTER LINE OF ROAD, 1 FOOT NORTHEAST OF A
 GZ1676'FENCE LINE, 32 FEET SOUTH OF A POWER LINE, 68 FEET WEST-SOUTHWEST
 GZ1676'OF THE SOUTH END OF THE WEST ONE OF A TWIN 60-INCH PIPE CULVERT,
 GZ1676'18 FEET SOUTHWEST OF A 12-INCH HICKORY TREE, 2 FEET NORTHWEST
 GZ1676'OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND
 GZ1676'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1676
 GZ1676                          STATION RECOVERY (1958)
 GZ1676
 GZ1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1714 ***********************************************************************
 GZ1714  DESIGNATION -  H 238
 GZ1714  PID         -  GZ1714
 GZ1714  STATE/COUNTY-  KY/RUSSELL
 GZ1714  USGS QUAD   -  DUNNVILLE (1970)
 GZ1714
 GZ1714                         *CURRENT SURVEY CONTROL
 GZ1714  ___________________________________________________________________
 GZ1714* NAD 83(1986)-  37 07 43.     (N)    085 05 10.     (W)     SCALED    
 GZ1714* NAVD 88     -       312.692  (meters)    1025.89   (feet)  ADJUSTED  
 GZ1714  ___________________________________________________________________
 GZ1714  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GZ1714  DYNAMIC HT  -         312.439 (meters)    1025.06  (feet)  COMP
 GZ1714  MODELED GRAV-     979,813.5   (mgal)                       NAVD 88
 GZ1714
 GZ1714  VERT ORDER  -  SECOND    CLASS 0
 GZ1714
 GZ1714.The horizontal coordinates were scaled from a topographic map and have
 GZ1714.an estimated accuracy of +/- 6 seconds.
 GZ1714
 GZ1714.The orthometric height was determined by differential leveling
 GZ1714.and adjusted by the National Geodetic Survey in June 1991..
 GZ1714
 GZ1714.The geoid height was determined by GEOID03.
 GZ1714
 GZ1714.The dynamic height is computed by dividing the NAVD 88
 GZ1714.geopotential number by the normal gravity value computed on the
 GZ1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1714.degrees latitude (g = 980.6199 gals.).
 GZ1714
 GZ1714.The modeled gravity was interpolated from observed gravity values.
 GZ1714
 GZ1714;                    North         East    Units  Estimated Accuracy
 GZ1714;SPC KY1Z     - 1,088,470.    1,558,990.      MT  (+/- 180 meters Scaled)
 GZ1714
 GZ1714                          SUPERSEDED SURVEY CONTROL
 GZ1714
 GZ1714  NGVD 29 (??/??/92)  312.837  (m)         1026.37   (f) ADJ UNCH    2 0
 GZ1714
 GZ1714.Superseded values are not recommended for survey control.
 GZ1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1714.See file dsdata.txt to determine how the superseded data were derived.
 GZ1714
 GZ1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG700108(NAD 83)
 GZ1714_MARKER: DB = BENCH MARK DISK
 GZ1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1714_STAMPING: H 238 1951 1026.366
 GZ1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1714+STABILITY: SURFACE MOTION
 GZ1714
 GZ1714  HISTORY     - Date     Condition        Report By
 GZ1714  HISTORY     - 1951     MONUMENTED       CGS
 GZ1714  HISTORY     - 1958     GOOD             NGS
 GZ1714
 GZ1714                          STATION DESCRIPTION
 GZ1714
 GZ1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1714'1.6 MI SE FROM MILLERFIELD.
 GZ1714'ABOUT 1.65 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE CHURCH
 GZ1714'AND SCHOOL AT MILLERFIELD, AT TARTER CHURCH, ABOUT 0.2 MILE
 GZ1714'SOUTHEAST OF A WOODEN BRIDGE OVER A CREEK, 3 FEET SOUTHEAST OF THE
 GZ1714'SOUTHEAST CORNER OF CONCRETE BLOCK CHURCH BUILDING, 98 FEET
 GZ1714'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 26 FEET NORTH OF THE
 GZ1714'CENTER LINE OF A ROAD LEADING WEST TO CEMETERY AND SCHOOL, ABOUT
 GZ1714'8 FEET ABOVE MAIN ROAD, ABOUT LEVEL WITH THE ROAD WEST AND SET
 GZ1714'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1714
 GZ1714                          STATION RECOVERY (1958)
 GZ1714
 GZ1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1489 ***********************************************************************
 GB1489  DESIGNATION -  H 239
 GB1489  PID         -  GB1489
 GB1489  STATE/COUNTY-  KY/RUSSELL
 GB1489  USGS QUAD   -  JAMESTOWN (1978)
 GB1489
 GB1489                         *CURRENT SURVEY CONTROL
 GB1489  ___________________________________________________________________
 GB1489* NAD 83(1986)-  36 52 41.     (N)    085 06 20.     (W)     SCALED    
 GB1489* NAVD 88     -       294.618  (meters)     966.59   (feet)  ADJUSTED  
 GB1489  ___________________________________________________________________
 GB1489  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GB1489  DYNAMIC HT  -         294.370 (meters)     965.78  (feet)  COMP
 GB1489  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 GB1489
 GB1489  VERT ORDER  -  SECOND    CLASS 0
 GB1489
 GB1489.The horizontal coordinates were scaled from a topographic map and have
 GB1489.an estimated accuracy of +/- 6 seconds.
 GB1489
 GB1489.The orthometric height was determined by differential leveling
 GB1489.and adjusted by the National Geodetic Survey in June 1991..
 GB1489
 GB1489.The geoid height was determined by GEOID03.
 GB1489
 GB1489.The dynamic height is computed by dividing the NAVD 88
 GB1489.geopotential number by the normal gravity value computed on the
 GB1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1489.degrees latitude (g = 980.6199 gals.).
 GB1489
 GB1489.The modeled gravity was interpolated from observed gravity values.
 GB1489
 GB1489;                    North         East    Units  Estimated Accuracy
 GB1489;SPC KY1Z     - 1,060,660.    1,557,460.      MT  (+/- 180 meters Scaled)
 GB1489
 GB1489                          SUPERSEDED SURVEY CONTROL
 GB1489
 GB1489  NGVD 29 (??/??/92)  294.756  (m)          967.05   (f) ADJ UNCH    2 0
 GB1489
 GB1489.Superseded values are not recommended for survey control.
 GB1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1489.See file dsdata.txt to determine how the superseded data were derived.
 GB1489
 GB1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF688830(NAD 83)
 GB1489_MARKER: DB = BENCH MARK DISK
 GB1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1489_STAMPING: H 239 1951 967.045
 GB1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1489+STABILITY: SURFACE MOTION
 GB1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1489+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1489
 GB1489  HISTORY     - Date     Condition        Report By
 GB1489  HISTORY     - 1951     MONUMENTED       CGS
 GB1489  HISTORY     - 1958     GOOD             NGS
 GB1489  HISTORY     - 20040309 GOOD             KYDT
 GB1489
 GB1489                          STATION DESCRIPTION
 GB1489
 GB1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1489'AT ROWENA.
 GB1489'AT ROWENA, ALONG STATE HIGHWAY 35, 126 1/2 FEET SOUTHEAST OF THE
 GB1489'SOUTHEAST CORNER OF TWO STORY BUILDING ELSIE STORY GROCERY
 GB1489'STORE AND THE POST OFFICE, 57 FEET NORTH OF THE CENTER LINE OF
 GB1489'HIGHWAY, 4 FEET WEST OF A POWER POLE WITH A TRANSFORMER AND
 GB1489'BRANCH LINE TO STORE, ABOUT 5 FEET ABOVE HIGHWAY AND SET IN THE
 GB1489'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1489
 GB1489                          STATION RECOVERY (1958)
 GB1489
 GB1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1489'RECOVERED IN GOOD CONDITION.
 GB1489
 GB1489                          STATION RECOVERY (2004)
 GB1489
 GB1489'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1489'MARK IS 3.4 FEET SOUTHWEST OF POWER POLE WITH TRANSFORMER NO. 812464.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1850 ***********************************************************************
 GZ1850  DESIGNATION -  H 240
 GZ1850  PID         -  GZ1850
 GZ1850  STATE/COUNTY-  KY/ADAIR
 GZ1850  USGS QUAD   -  MONTPELIER (1976)
 GZ1850
 GZ1850                         *CURRENT SURVEY CONTROL
 GZ1850  ___________________________________________________________________
 GZ1850* NAD 83(1986)-  37 01 52.     (N)    085 10 27.     (W)     SCALED    
 GZ1850* NAVD 88     -       272.179  (meters)     892.97   (feet)  ADJUSTED  
 GZ1850  ___________________________________________________________________
 GZ1850  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GZ1850  DYNAMIC HT  -         271.958 (meters)     892.25  (feet)  COMP
 GZ1850  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 GZ1850
 GZ1850  VERT ORDER  -  SECOND    CLASS 0
 GZ1850
 GZ1850.The horizontal coordinates were scaled from a topographic map and have
 GZ1850.an estimated accuracy of +/- 6 seconds.
 GZ1850
 GZ1850.The orthometric height was determined by differential leveling
 GZ1850.and adjusted by the National Geodetic Survey in June 1991..
 GZ1850
 GZ1850.The geoid height was determined by GEOID03.
 GZ1850
 GZ1850.The dynamic height is computed by dividing the NAVD 88
 GZ1850.geopotential number by the normal gravity value computed on the
 GZ1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1850.degrees latitude (g = 980.6199 gals.).
 GZ1850
 GZ1850.The modeled gravity was interpolated from observed gravity values.
 GZ1850
 GZ1850;                    North         East    Units  Estimated Accuracy
 GZ1850;SPC KY1Z     - 1,077,600.    1,551,240.      MT  (+/- 180 meters Scaled)
 GZ1850
 GZ1850                          SUPERSEDED SURVEY CONTROL
 GZ1850
 GZ1850  NGVD 29 (??/??/92)  272.329  (m)          893.47   (f) ADJ UNCH    2 0
 GZ1850
 GZ1850.Superseded values are not recommended for survey control.
 GZ1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1850.See file dsdata.txt to determine how the superseded data were derived.
 GZ1850
 GZ1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF623998(NAD 83)
 GZ1850_MARKER: DB = BENCH MARK DISK
 GZ1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1850_STAMPING: H 240 1951 893.466
 GZ1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1850+STABILITY: SURFACE MOTION
 GZ1850
 GZ1850  HISTORY     - Date     Condition        Report By
 GZ1850  HISTORY     - 1951     MONUMENTED       CGS
 GZ1850  HISTORY     - 1958     GOOD             NGS
 GZ1850  HISTORY     - 20050823 MARK NOT FOUND   KYTC
 GZ1850
 GZ1850                          STATION DESCRIPTION
 GZ1850
 GZ1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1850'1.2 MI N FROM MONTPELIER.
 GZ1850'ABOUT 0.5 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION
 GZ1850'OF STATE HIGHWAY 92 AND POST OFFICE AT MONTPELIER, THENCE ABOUT
 GZ1850'1.0 MILE NORTHEAST ALONG A DIM ROAD AND TRAIL, ABOUT 0.3 MILE
 GZ1850'NORTHEAST OF A FORD ACROSS REYNOLDS CREEK, ABOUT 0.45 MILE
 GZ1850'SOUTHWEST OF THE JUNCTION OF A NORTHWEST-SOUTHEAST ROAD, AT A DIM
 GZ1850'CROSSROAD, 14 FEET SOUTHEAST OF CENTER LINE OF DIM ROAD SOUTHWEST,
 GZ1850'10 FEET SOUTHWEST OF CENTER LINE OF FIELD ROAD SOUTHEAST, ABOUT
 GZ1850'LEVEL WITH ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1850'3 INCHES.  NOTE-- THE DIM ROAD AND TRAIL IS NOW A GRAVEL ROAD.
 GZ1850
 GZ1850                          STATION RECOVERY (1958)
 GZ1850
 GZ1850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1850'RECOVERED IN GOOD CONDITION.
 GZ1850
 GZ1850                          STATION RECOVERY (2005)
 GZ1850
 GZ1850'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1151 ***********************************************************************
 GZ1151  DESIGNATION -  H 241
 GZ1151  PID         -  GZ1151
 GZ1151  STATE/COUNTY-  KY/PULASKI
 GZ1151  USGS QUAD   -  FAUBUSH (1976)
 GZ1151
 GZ1151                         *CURRENT SURVEY CONTROL
 GZ1151  ___________________________________________________________________
 GZ1151* NAD 83(1986)-  37 00 45.     (N)    084 51 53.     (W)     SCALED    
 GZ1151* NAVD 88     -       313.691  (meters)    1029.17   (feet)  ADJUSTED  
 GZ1151  ___________________________________________________________________
 GZ1151  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GZ1151  DYNAMIC HT  -         313.434 (meters)    1028.32  (feet)  COMP
 GZ1151  MODELED GRAV-     979,803.6   (mgal)                       NAVD 88
 GZ1151
 GZ1151  VERT ORDER  -  SECOND    CLASS 0
 GZ1151
 GZ1151.The horizontal coordinates were scaled from a topographic map and have
 GZ1151.an estimated accuracy of +/- 6 seconds.
 GZ1151
 GZ1151.The orthometric height was determined by differential leveling
 GZ1151.and adjusted by the National Geodetic Survey in June 1991..
 GZ1151
 GZ1151.The geoid height was determined by GEOID03.
 GZ1151
 GZ1151.The dynamic height is computed by dividing the NAVD 88
 GZ1151.geopotential number by the normal gravity value computed on the
 GZ1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1151.degrees latitude (g = 980.6199 gals.).
 GZ1151
 GZ1151.The modeled gravity was interpolated from observed gravity values.
 GZ1151
 GZ1151;                    North         East    Units  Estimated Accuracy
 GZ1151;SPC KY1Z     - 1,075,750.    1,578,790.      MT  (+/- 180 meters Scaled)
 GZ1151
 GZ1151                          SUPERSEDED SURVEY CONTROL
 GZ1151
 GZ1151  NGVD 29 (??/??/92)  313.829  (m)         1029.62   (f) ADJ UNCH    2 0
 GZ1151
 GZ1151.Superseded values are not recommended for survey control.
 GZ1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1151.See file dsdata.txt to determine how the superseded data were derived.
 GZ1151
 GZ1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF899983(NAD 83)
 GZ1151_MARKER: DB = BENCH MARK DISK
 GZ1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1151_STAMPING: H 241 1951 1029.621
 GZ1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1151+STABILITY: SURFACE MOTION
 GZ1151
 GZ1151  HISTORY     - Date     Condition        Report By
 GZ1151  HISTORY     - 1951     MONUMENTED       CGS
 GZ1151  HISTORY     - 1958     GOOD             NGS
 GZ1151  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 GZ1151  HISTORY     - 20050502 MARK NOT FOUND   KYDT
 GZ1151
 GZ1151                          STATION DESCRIPTION
 GZ1151
 GZ1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1151'2.8 MI NE FROM JABEZ.
 GZ1151'ABOUT 2.75 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE
 GZ1151'CROSSROADS AND CHURCH AT JABEZ, ABOUT 0.9 MILE SOUTHWEST OF
 GZ1151'VINNIE SCHOOL, ABOUT 0.45 MILE SOUTHWEST OF VINNIE CHURCH, ABOUT
 GZ1151'0.9 MILE NORTHEAST OF SANDY HOLLOW SCHOOL, ABOUT 75 YARDS
 GZ1151'SOUTHWEST OF JUNCTION OF ROAD SOUTHEAST AT VINNIE, ABOUT 57
 GZ1151'YARDS SOUTHWEST OF THE TOP OF A SHORT GRADE, 36 FEET SOUTHEAST
 GZ1151'OF THE CENTER LINE OF ROAD, 28 FEET EAST OF A 40-INCH OAK TREE,
 GZ1151'5 FEET NORTHEAST OF THE NORTH CORNER OF A FARM TOOL SHED, ABOUT
 GZ1151'2 FEET ABOVE THE GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE
 GZ1151'POST PROJECTING 4 INCHES.
 GZ1151
 GZ1151                          STATION RECOVERY (1958)
 GZ1151
 GZ1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1151'RECOVERED IN GOOD CONDITION.
 GZ1151
 GZ1151                          STATION RECOVERY (1984)
 GZ1151
 GZ1151'RECOVERY NOTE BY US POWER SQUADRON 1984 (SRW)
 GZ1151'MARK NOT FOUND.
 GZ1151
 GZ1151                          STATION RECOVERY (2005)
 GZ1151
 GZ1151'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1151'MARK WAS REPORTED DESTROYED IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1438 ***********************************************************************
 GB1438  DESIGNATION -  H 242
 GB1438  PID         -  GB1438
 GB1438  STATE/COUNTY-  KY/CUMBERLAND
 GB1438  USGS QUAD   -  AMANDAVILLE (1981)
 GB1438
 GB1438                         *CURRENT SURVEY CONTROL
 GB1438  ___________________________________________________________________
 GB1438* NAD 83(1986)-  36 55 29.     (N)    085 16 20.     (W)     SCALED    
 GB1438* NAVD 88     -       190.232  (meters)     624.12   (feet)  ADJUSTED  
 GB1438  ___________________________________________________________________
 GB1438  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GB1438  DYNAMIC HT  -         190.075 (meters)     623.60  (feet)  COMP
 GB1438  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 GB1438
 GB1438  VERT ORDER  -  SECOND    CLASS 0
 GB1438
 GB1438.The horizontal coordinates were scaled from a topographic map and have
 GB1438.an estimated accuracy of +/- 6 seconds.
 GB1438
 GB1438.The orthometric height was determined by differential leveling
 GB1438.and adjusted by the National Geodetic Survey in June 1991..
 GB1438
 GB1438.The geoid height was determined by GEOID03.
 GB1438
 GB1438.The dynamic height is computed by dividing the NAVD 88
 GB1438.geopotential number by the normal gravity value computed on the
 GB1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1438.degrees latitude (g = 980.6199 gals.).
 GB1438
 GB1438.The modeled gravity was interpolated from observed gravity values.
 GB1438
 GB1438;                    North         East    Units  Estimated Accuracy
 GB1438;SPC KY1Z     - 1,065,750.    1,542,570.      MT  (+/- 180 meters Scaled)
 GB1438
 GB1438                          SUPERSEDED SURVEY CONTROL
 GB1438
 GB1438  NGVD 29 (??/??/92)  190.376  (m)          624.59   (f) ADJ UNCH    2 0
 GB1438
 GB1438.Superseded values are not recommended for survey control.
 GB1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1438.See file dsdata.txt to determine how the superseded data were derived.
 GB1438
 GB1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF538879(NAD 83)
 GB1438_MARKER: DB = BENCH MARK DISK
 GB1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1438_STAMPING: H 242 1951 624.592
 GB1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1438+STABILITY: SURFACE MOTION
 GB1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1438+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2004
 GB1438
 GB1438  HISTORY     - Date     Condition        Report By
 GB1438  HISTORY     - 1951     MONUMENTED       CGS
 GB1438  HISTORY     - 1958     GOOD             NGS
 GB1438  HISTORY     - 20040308 GOOD             KYDT
 GB1438
 GB1438                          STATION DESCRIPTION
 GB1438
 GB1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1438'2 MI S FROM INROAD.
 GB1438'ABOUT 1.95 MILES SOUTH ALONG A GRAVEL ROAD FROM REPUBLICAN SCHOOL
 GB1438'AT INROAD, ABOUT 0.3 MILE NORTHEAST OF A BRIDGE OVER DRY FORK,
 GB1438'ABOUT 0.2 MILE SOUTH OF CUMBERLAND-ADAIR COUNTY LINE, 37 FEET
 GB1438'NORTHWEST OF THE CENTER LINE OF ROAD, 2 FEET NORTHEAST OF THE
 GB1438'EAST CORNER OF A BARN, 27 FEET SOUTHWEST OF THE CENTER LINE OF A
 GB1438'DRIVE TO BARN, 12 FEET WEST OF A POWER POLE WITH A TRANSFORMER,
 GB1438'ABOUT 4 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GB1438'POST PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 4.05 MILES
 GB1438'NORTHEAST ALONG A GRAVEL ROAD LEADING TO COLUMBIA FROM THE POST
 GB1438'OFFICE AT AMANDAVILLE, CUMBERLAND COUNTY.
 GB1438
 GB1438                          STATION RECOVERY (1958)
 GB1438
 GB1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1438'RECOVERED IN GOOD CONDITION.
 GB1438
 GB1438                          STATION RECOVERY (2004)
 GB1438
 GB1438'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1438'MARK NOW FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2055 ***********************************************************************
 GB2055  DESIGNATION -  H 244
 GB2055  PID         -  GB2055
 GB2055  STATE/COUNTY-  KY/METCALFE
 GB2055  USGS QUAD   -  EDMONTON (1982)
 GB2055
 GB2055                         *CURRENT SURVEY CONTROL
 GB2055  ___________________________________________________________________
 GB2055* NAD 83(1986)-  36 55 00.     (N)    085 30 23.     (W)     SCALED    
 GB2055* NAVD 88     -       316.152  (meters)    1037.24   (feet)  ADJUSTED  
 GB2055  ___________________________________________________________________
 GB2055  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GB2055  DYNAMIC HT  -         315.895 (meters)    1036.40  (feet)  COMP
 GB2055  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 GB2055
 GB2055  VERT ORDER  -  SECOND    CLASS 0
 GB2055
 GB2055.The horizontal coordinates were scaled from a topographic map and have
 GB2055.an estimated accuracy of +/- 6 seconds.
 GB2055
 GB2055.The orthometric height was determined by differential leveling
 GB2055.and adjusted by the National Geodetic Survey in June 1991..
 GB2055
 GB2055.The geoid height was determined by GEOID03.
 GB2055
 GB2055.The dynamic height is computed by dividing the NAVD 88
 GB2055.geopotential number by the normal gravity value computed on the
 GB2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2055.degrees latitude (g = 980.6199 gals.).
 GB2055
 GB2055.The modeled gravity was interpolated from observed gravity values.
 GB2055
 GB2055;                    North         East    Units  Estimated Accuracy
 GB2055;SPC KY1Z     - 1,064,770.    1,521,710.      MT  (+/- 180 meters Scaled)
 GB2055
 GB2055                          SUPERSEDED SURVEY CONTROL
 GB2055
 GB2055  NGVD 29 (??/??/92)  316.292  (m)         1037.70   (f) ADJ UNCH    2 0
 GB2055
 GB2055.Superseded values are not recommended for survey control.
 GB2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2055.See file dsdata.txt to determine how the superseded data were derived.
 GB2055
 GB2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF330866(NAD 83)
 GB2055_MARKER: DB = BENCH MARK DISK
 GB2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2055_STAMPING: H 244 1951
 GB2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2055+STABILITY: SURFACE MOTION
 GB2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB2055+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 GB2055
 GB2055  HISTORY     - Date     Condition        Report By
 GB2055  HISTORY     - 1951     MONUMENTED       CGS
 GB2055  HISTORY     - 1958     GOOD             NGS
 GB2055  HISTORY     - 20010412 GOOD             KYDT
 GB2055
 GB2055                          STATION DESCRIPTION
 GB2055
 GB2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2055'0.8 MI NW FROM SUBTLE.
 GB2055'ABOUT 0.75 MILE NORTHWEST ALONG STATE HIGHWAY 496 FROM THE POST
 GB2055'OFFICE AT SUBTLE, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 GB2055'EXTENDING SOUTH AND WEST, ABOUT 45 YARDS NORTHWEST OF THE
 GB2055'TOP OF A SMALL GRADE AND A GATE ACROSS A DRIVE SOUTHWEST TO AN
 GB2055'OLD LOG BARN, 17 FEET WEST OF CENTER LINE OF AN ABANDONED TRAIL
 GB2055'LEADING NORTH, 28 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 2
 GB2055'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 GB2055'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB2055
 GB2055                          STATION RECOVERY (1958)
 GB2055
 GB2055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2055'RECOVERED IN GOOD CONDITION.
 GB2055
 GB2055                          STATION RECOVERY (2001)
 GB2055
 GB2055'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GB2055'POST PROJECTS 5 INCHES ON ROAD SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2038 ***********************************************************************
 GB2038  DESIGNATION -  H 245
 GB2038  PID         -  GB2038
 GB2038  STATE/COUNTY-  KY/METCALFE
 GB2038  USGS QUAD   -  SUMMER SHADE (1974)
 GB2038
 GB2038                         *CURRENT SURVEY CONTROL
 GB2038  ___________________________________________________________________
 GB2038* NAD 83(1986)-  36 56 22.     (N)    085 41 13.     (W)     SCALED    
 GB2038* NAVD 88     -       297.111  (meters)     974.77   (feet)  ADJUSTED  
 GB2038  ___________________________________________________________________
 GB2038  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GB2038  DYNAMIC HT  -         296.868 (meters)     973.97  (feet)  COMP
 GB2038  MODELED GRAV-     979,805.2   (mgal)                       NAVD 88
 GB2038
 GB2038  VERT ORDER  -  SECOND    CLASS 0
 GB2038
 GB2038.The horizontal coordinates were scaled from a topographic map and have
 GB2038.an estimated accuracy of +/- 6 seconds.
 GB2038
 GB2038.The orthometric height was determined by differential leveling
 GB2038.and adjusted by the National Geodetic Survey in June 1991..
 GB2038
 GB2038.The geoid height was determined by GEOID03.
 GB2038
 GB2038.The dynamic height is computed by dividing the NAVD 88
 GB2038.geopotential number by the normal gravity value computed on the
 GB2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2038.degrees latitude (g = 980.6199 gals.).
 GB2038
 GB2038.The modeled gravity was interpolated from observed gravity values.
 GB2038
 GB2038;                    North         East    Units  Estimated Accuracy
 GB2038;SPC KY1Z     - 1,067,270.    1,505,620.      MT  (+/- 180 meters Scaled)
 GB2038
 GB2038                          SUPERSEDED SURVEY CONTROL
 GB2038
 GB2038  NGVD 29 (??/??/92)  297.252  (m)          975.23   (f) ADJ UNCH    2 0
 GB2038
 GB2038.Superseded values are not recommended for survey control.
 GB2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2038.See file dsdata.txt to determine how the superseded data were derived.
 GB2038
 GB2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF169889(NAD 83)
 GB2038_MARKER: DB = BENCH MARK DISK
 GB2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2038_STAMPING: H 245 1951 975.234
 GB2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2038+STABILITY: SURFACE MOTION
 GB2038
 GB2038  HISTORY     - Date     Condition        Report By
 GB2038  HISTORY     - 1951     MONUMENTED       CGS
 GB2038  HISTORY     - 1958     GOOD             NGS
 GB2038
 GB2038                          STATION DESCRIPTION
 GB2038
 GB2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2038'3 MI SE FROM RANDOLPH.
 GB2038'ABOUT 2.7 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GB2038'RANDOLPH, THENCE ABOUT 0.35 MILE EAST ALONG A GRAVEL ROAD, AT THE
 GB2038'CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, 25 FEET
 GB2038'SOUTHEAST OF CENTER LINE OF ROAD, 18 FEET NORTH OF NORTHEAST
 GB2038'LEG OF STEEL TOWER AND ABOUT IN LINE WITH THE TWO EAST LEGS OF
 GB2038'TOWER, 1 FOOT SOUTHWEST OF A FENCE LINE, 5 1/2 FEET SOUTHEAST OF
 GB2038'A FENCE CORNER, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A
 GB2038'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED
 GB2038'FROM THE POST OFFICE AT GOODLUCK BY GOING ABOUT 0.6 MILE NORTHEAST
 GB2038'ALONG STATE HIGHWAY 163, THENCE ABOUT 2.9 MILES WEST ALONG A
 GB2038'GRAVEL ROAD.
 GB2038
 GB2038                          STATION RECOVERY (1958)
 GB2038
 GB2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1196 ***********************************************************************
 GB1196  DESIGNATION -  H 246
 GB1196  PID         -  GB1196
 GB1196  STATE/COUNTY-  KY/WAYNE
 GB1196  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1196
 GB1196                         *CURRENT SURVEY CONTROL
 GB1196  ___________________________________________________________________
 GB1196* NAD 83(1986)-  36 41 25.     (N)    084 51 12.     (W)     SCALED    
 GB1196* NAVD 88     -       357.324  (meters)    1172.32   (feet)  ADJUSTED  
 GB1196  ___________________________________________________________________
 GB1196  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 GB1196  DYNAMIC HT  -         357.029 (meters)    1171.35  (feet)  COMP
 GB1196  MODELED GRAV-     979,794.1   (mgal)                       NAVD 88
 GB1196
 GB1196  VERT ORDER  -  SECOND    CLASS 0
 GB1196
 GB1196.The horizontal coordinates were scaled from a topographic map and have
 GB1196.an estimated accuracy of +/- 6 seconds.
 GB1196
 GB1196.The orthometric height was determined by differential leveling
 GB1196.and adjusted by the National Geodetic Survey in June 1991..
 GB1196
 GB1196.The geoid height was determined by GEOID03.
 GB1196
 GB1196.The dynamic height is computed by dividing the NAVD 88
 GB1196.geopotential number by the normal gravity value computed on the
 GB1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1196.degrees latitude (g = 980.6199 gals.).
 GB1196
 GB1196.The modeled gravity was interpolated from observed gravity values.
 GB1196
 GB1196;                    North         East    Units  Estimated Accuracy
 GB1196;SPC KY1Z     - 1,040,000.    1,580,150.      MT  (+/- 180 meters Scaled)
 GB1196
 GB1196                          SUPERSEDED SURVEY CONTROL
 GB1196
 GB1196  NGVD 29 (??/??/92)  357.462  (m)         1172.77   (f) ADJ UNCH    2 0
 GB1196
 GB1196.Superseded values are not recommended for survey control.
 GB1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1196.See file dsdata.txt to determine how the superseded data were derived.
 GB1196
 GB1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF917626(NAD 83)
 GB1196_MARKER: DB = BENCH MARK DISK
 GB1196_SETTING: 66 = SET IN ROCK OUTCROP
 GB1196_SP_SET: ROCK OUTCROP
 GB1196_STAMPING: H 246 1951 1172.773
 GB1196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1196+STABILITY: POSITION/ELEVATION WELL
 GB1196
 GB1196  HISTORY     - Date     Condition        Report By
 GB1196  HISTORY     - 1951     MONUMENTED       CGS
 GB1196  HISTORY     - 1958     GOOD             NGS
 GB1196
 GB1196                          STATION DESCRIPTION
 GB1196
 GB1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1196'5 MI E FROM SLICKFORD.
 GB1196'ABOUT 1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST
 GB1196'OFFICE AT SLICKFORD, THENCE ABOUT 4.05 MILES EAST ALONG A DIM
 GB1196'ROAD, IN THE TOP OF AN OUTCROP OF LIMESTONE ABOUT 1 1/2 BY 5
 GB1196'FEET, 28 FEET NORTH OF CENTER LINE OF ROAD, 41 FEET
 GB1196'NORTH-NORTHEAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 26-INCH
 GB1196'BEECH TREE, 31 FEET WEST OF A TRIANGULAR BLAZED 8-INCH FORKED
 GB1196'OAK TREE, 6 FEET SOUTH OF A 10-INCH BUCKEYE TREE, AND ABOUT 4
 GB1196'FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK MAY BE REACHED FROM THE
 GB1196'POST OFFICE AT MT. PISGAH BY GOING ABOUT 0.2 MILE WEST ALONG A
 GB1196'DIRT ROAD, THENCE ABOUT 3.55 MILES NORTH ALONG A DIRT ROAD,
 GB1196'THENCE ABOUT 0.6 MILE WEST ALONG A DIM ROAD.
 GB1196
 GB1196                          STATION RECOVERY (1958)
 GB1196
 GB1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1387 ***********************************************************************
 GB1387  DESIGNATION -  H 247
 GB1387  PID         -  GB1387
 GB1387  STATE/COUNTY-  KY/CLINTON
 GB1387  USGS QUAD   -  SAVAGE (1981)
 GB1387
 GB1387                         *CURRENT SURVEY CONTROL
 GB1387  ___________________________________________________________________
 GB1387* NAD 83(1986)-  36 41 09.     (N)    085 05 17.     (W)     SCALED    
 GB1387* NAVD 88     -       286.282  (meters)     939.24   (feet)  ADJUSTED  
 GB1387  ___________________________________________________________________
 GB1387  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB1387  DYNAMIC HT  -         286.032 (meters)     938.42  (feet)  COMP
 GB1387  MODELED GRAV-     979,753.3   (mgal)                       NAVD 88
 GB1387
 GB1387  VERT ORDER  -  SECOND    CLASS 0
 GB1387
 GB1387.The horizontal coordinates were scaled from a topographic map and have
 GB1387.an estimated accuracy of +/- 6 seconds.
 GB1387
 GB1387.The orthometric height was determined by differential leveling
 GB1387.and adjusted by the National Geodetic Survey in June 1991..
 GB1387
 GB1387.The geoid height was determined by GEOID03.
 GB1387
 GB1387.The dynamic height is computed by dividing the NAVD 88
 GB1387.geopotential number by the normal gravity value computed on the
 GB1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1387.degrees latitude (g = 980.6199 gals.).
 GB1387
 GB1387.The modeled gravity was interpolated from observed gravity values.
 GB1387
 GB1387;                    North         East    Units  Estimated Accuracy
 GB1387;SPC KY1Z     - 1,039,330.    1,559,170.      MT  (+/- 180 meters Scaled)
 GB1387
 GB1387                          SUPERSEDED SURVEY CONTROL
 GB1387
 GB1387  NGVD 29 (??/??/92)  286.407  (m)          939.65   (f) ADJ UNCH    2 0
 GB1387
 GB1387.Superseded values are not recommended for survey control.
 GB1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1387.See file dsdata.txt to determine how the superseded data were derived.
 GB1387
 GB1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF708617(NAD 83)
 GB1387_MARKER: DB = BENCH MARK DISK
 GB1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1387_STAMPING: H 247 1951 939.654
 GB1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1387+STABILITY: SURFACE MOTION
 GB1387
 GB1387  HISTORY     - Date     Condition        Report By
 GB1387  HISTORY     - 1951     MONUMENTED       CGS
 GB1387  HISTORY     - 1958     GOOD             NGS
 GB1387
 GB1387                          STATION DESCRIPTION
 GB1387
 GB1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1387'3.6 MI E FROM ALBANY.
 GB1387'ABOUT 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 350 FROM THE
 GB1387'COURT HOUSE AT ALBANY, THENCE ABOUT 1.15 MILES SOUTHEAST ALONG
 GB1387'A GRAVEL ROAD, ABOUT 0.9 MILE NORTHWEST OF THE JUNCTION OF A
 GB1387'ROAD NORTH AND CENTRAL GROVE BAPTIST CHURCH, ABOUT 0.6 MILE
 GB1387'SOUTHEAST OF A BRIDGE OVER SMITH CREEK, 20 FEET SOUTH OF CENTER
 GB1387'LINE OF ROAD, 52 FEET SOUTHEAST OF CENTER OF JUNCTION OF A ROAD
 GB1387'WEST, 28 FEET NORTHWEST OF NORTHWEST CORNER OF A HOUSE, 15 1/2
 GB1387'FEET EAST OF NORTHEAST CORNER OF BRANHAMS GROCERY STORE, 2 FEET
 GB1387'WEST OF A FENCE CORNER, ABOUT LEVEL WITH ROAD AND SET IN THE
 GB1387'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS MARK IS
 GB1387'UNDER A BLOCK IN A ROW OF BLOCKS ALONG THE FRONT YARD OF A HOUSE.
 GB1387
 GB1387                          STATION RECOVERY (1958)
 GB1387
 GB1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1360 ***********************************************************************
 GB1360  DESIGNATION -  H 248
 GB1360  PID         -  GB1360
 GB1360  STATE/COUNTY-  KY/CLINTON
 GB1360  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1360
 GB1360                         *CURRENT SURVEY CONTROL
 GB1360  ___________________________________________________________________
 GB1360* NAD 83(1986)-  36 46 45.     (N)    085 11 18.     (W)     SCALED    
 GB1360* NAVD 88     -       308.628  (meters)    1012.56   (feet)  ADJUSTED  
 GB1360  ___________________________________________________________________
 GB1360  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GB1360  DYNAMIC HT  -         308.368 (meters)    1011.70  (feet)  COMP
 GB1360  MODELED GRAV-     979,778.9   (mgal)                       NAVD 88
 GB1360
 GB1360  VERT ORDER  -  SECOND    CLASS 0
 GB1360
 GB1360.The horizontal coordinates were scaled from a topographic map and have
 GB1360.an estimated accuracy of +/- 6 seconds.
 GB1360
 GB1360.The orthometric height was determined by differential leveling
 GB1360.and adjusted by the National Geodetic Survey in June 1991..
 GB1360
 GB1360.The geoid height was determined by GEOID03.
 GB1360
 GB1360.The dynamic height is computed by dividing the NAVD 88
 GB1360.geopotential number by the normal gravity value computed on the
 GB1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1360.degrees latitude (g = 980.6199 gals.).
 GB1360
 GB1360.The modeled gravity was interpolated from observed gravity values.
 GB1360
 GB1360;                    North         East    Units  Estimated Accuracy
 GB1360;SPC KY1Z     - 1,049,630.    1,550,140.      MT  (+/- 180 meters Scaled)
 GB1360
 GB1360                          SUPERSEDED SURVEY CONTROL
 GB1360
 GB1360  NGVD 29 (??/??/92)  308.760  (m)         1012.99   (f) ADJ UNCH    2 0
 GB1360
 GB1360.Superseded values are not recommended for survey control.
 GB1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1360.See file dsdata.txt to determine how the superseded data were derived.
 GB1360
 GB1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF616719(NAD 83)
 GB1360_MARKER: DB = BENCH MARK DISK
 GB1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1360_STAMPING: H 248 1951 1012.990
 GB1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1360+STABILITY: SURFACE MOTION
 GB1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB1360+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2004
 GB1360
 GB1360  HISTORY     - Date     Condition        Report By
 GB1360  HISTORY     - 1951     MONUMENTED       CGS
 GB1360  HISTORY     - 1958     GOOD             NGS
 GB1360  HISTORY     - 20040308 GOOD             KYDT
 GB1360
 GB1360                          STATION DESCRIPTION
 GB1360
 GB1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1360'2.8 MI SW FROM AARON.
 GB1360'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE POST
 GB1360'OFFICE AT AARON THENCE ABOUT 0.7 MILE SOUTHWEST ALONG A GRAVEL
 GB1360'ROAD, 25 FEET NORTHWEST OF CENTER LINE OF ROAD, 99 FEET NORTH
 GB1360'AND ACROSS ROAD FROM NORTHWEST CORNER OF RESIDENCE OF LARRY
 GB1360'MC WHORTER, 85 FEET SOUTH OF SOUTH CORNER OF OFFICE BUILDING OF
 GB1360'RITHOS DERMOTT AND CO., INC. OIL WELL OPERATORS, 62 FEET
 GB1360'NORTHEAST OF THE CENTER LINE OF A DRIVE NORTHWEST, 18 FEET
 GB1360'NORTH OF A BRANCH POWER POLE, 1 1/2 FEET SOUTHEAST OF A WHITE
 GB1360'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE ROAD AND SET IN THE TOP
 GB1360'OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1360
 GB1360                          STATION RECOVERY (1958)
 GB1360
 GB1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1360'RECOVERED IN GOOD CONDITION.
 GB1360
 GB1360                          STATION RECOVERY (2004)
 GB1360
 GB1360'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1360'MARK IS 16.6 FEET NORTH OF SOUTH KY RECC POLE 187460.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1514 ***********************************************************************
 GB1514  DESIGNATION -  H 249
 GB1514  PID         -  GB1514
 GB1514  STATE/COUNTY-  KY/CUMBERLAND
 GB1514  USGS QUAD   -  BURKESVILLE (1982)
 GB1514
 GB1514                         *CURRENT SURVEY CONTROL
 GB1514  ___________________________________________________________________
 GB1514* NAD 83(1986)-  36 50 53.     (N)    085 15 08.     (W)     SCALED    
 GB1514* NAVD 88     -       176.446  (meters)     578.89   (feet)  ADJUSTED  
 GB1514  ___________________________________________________________________
 GB1514  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GB1514  DYNAMIC HT  -         176.300 (meters)     578.41  (feet)  COMP
 GB1514  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 GB1514
 GB1514  VERT ORDER  -  SECOND    CLASS 0
 GB1514
 GB1514.The horizontal coordinates were scaled from a topographic map and have
 GB1514.an estimated accuracy of +/- 6 seconds.
 GB1514
 GB1514.The orthometric height was determined by differential leveling
 GB1514.and adjusted by the National Geodetic Survey in June 1991..
 GB1514
 GB1514.The geoid height was determined by GEOID03.
 GB1514
 GB1514.The dynamic height is computed by dividing the NAVD 88
 GB1514.geopotential number by the normal gravity value computed on the
 GB1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1514.degrees latitude (g = 980.6199 gals.).
 GB1514
 GB1514.The modeled gravity was interpolated from observed gravity values.
 GB1514
 GB1514;                    North         East    Units  Estimated Accuracy
 GB1514;SPC KY1Z     - 1,057,250.    1,544,400.      MT  (+/- 180 meters Scaled)
 GB1514
 GB1514                          SUPERSEDED SURVEY CONTROL
 GB1514
 GB1514  NGVD 29 (??/??/92)  176.587  (m)          579.35   (f) ADJ UNCH    2 0
 GB1514
 GB1514.Superseded values are not recommended for survey control.
 GB1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1514.See file dsdata.txt to determine how the superseded data were derived.
 GB1514
 GB1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF558794(NAD 83)
 GB1514_MARKER: DB = BENCH MARK DISK
 GB1514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1514_SP_SET: STEP
 GB1514_STAMPING: H 249 1951
 GB1514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1514
 GB1514  HISTORY     - Date     Condition        Report By
 GB1514  HISTORY     - 1951     MONUMENTED       CGS
 GB1514  HISTORY     - 1958     GOOD             NGS
 GB1514  HISTORY     - 20040310 MARK NOT FOUND   KYDT
 GB1514
 GB1514                          STATION DESCRIPTION
 GB1514
 GB1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1514'5 MI N FROM FOREST COTTAGE.
 GB1514'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 379 FROM THE POST
 GB1514'OFFICE AT FOREST COTTAGE, ABOUT 0.65 MILE SOUTH OF A CHURCH,
 GB1514'ABOUT 0.15 MILE SOUTH OF A DIM CROSSROAD, IN THE TOP OF THE FIRST
 GB1514'STONE STEP BELOW HEAD WALL OF SOUTHEAST WING WALL OF A 6-FOOT
 GB1514'STONE CULVERT, 16 FEET EAST OF CENTER LINE OF HIGHWAY AND ABOUT
 GB1514'LEVEL WITH HIGHWAY.
 GB1514
 GB1514                          STATION RECOVERY (1958)
 GB1514
 GB1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1514'RECOVERED IN GOOD CONDITION.
 GB1514
 GB1514                          STATION RECOVERY (2004)
 GB1514
 GB1514'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1514'HEADWALL AND WINGWALL STONES HAVE COLLAPSED AND ARE LYING IN BOTTOM OF
 GB1514'DITCH. COULD NOT LOCATE ONE WITH THE DISK, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2637 ***********************************************************************
 GA2637  DESIGNATION -  H 25 RESET
 GA2637  PID         -  GA2637
 GA2637  STATE/COUNTY-  KY/BELL
 GA2637  USGS QUAD   -  FORK RIDGE (1959)
 GA2637
 GA2637                         *CURRENT SURVEY CONTROL
 GA2637  ___________________________________________________________________
 GA2637* NAD 83(1986)-  36 36 52.     (N)    083 49 56.     (W)     SCALED    
 GA2637* NAVD 88     -       535.451  (meters)    1756.73   (feet)  ADJUSTED  
 GA2637  ___________________________________________________________________
 GA2637  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GA2637  DYNAMIC HT  -         534.970 (meters)    1755.15  (feet)  COMP
 GA2637  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 GA2637
 GA2637  VERT ORDER  -  SECOND    CLASS 0
 GA2637
 GA2637.The horizontal coordinates were scaled from a topographic map and have
 GA2637.an estimated accuracy of +/- 6 seconds.
 GA2637
 GA2637.The orthometric height was determined by differential leveling
 GA2637.and adjusted by the National Geodetic Survey in June 1991..
 GA2637
 GA2637.The geoid height was determined by GEOID03.
 GA2637
 GA2637.The dynamic height is computed by dividing the NAVD 88
 GA2637.geopotential number by the normal gravity value computed on the
 GA2637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2637.degrees latitude (g = 980.6199 gals.).
 GA2637
 GA2637.The modeled gravity was interpolated from observed gravity values.
 GA2637
 GA2637;                    North         East    Units  Estimated Accuracy
 GA2637;SPC KY1Z     - 1,032,960.    1,671,580.      MT  (+/- 180 meters Scaled)
 GA2637
 GA2637                          SUPERSEDED SURVEY CONTROL
 GA2637
 GA2637  NGVD 29 (??/??/92)  535.572  (m)         1757.12   (f) ADJ UNCH    2 0
 GA2637
 GA2637.Superseded values are not recommended for survey control.
 GA2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2637.See file dsdata.txt to determine how the superseded data were derived.
 GA2637
 GA2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA467558(NAD 83)
 GA2637_MARKER: DB = BENCH MARK DISK
 GA2637_SETTING: 66 = SET IN ROCK OUTCROP
 GA2637_SP_SET: ROCK OUTCROP
 GA2637_STAMPING: H 25 RESET 1951 1757.122
 GA2637_MARK LOGO: CGS   
 GA2637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2637+STABILITY: POSITION/ELEVATION WELL
 GA2637
 GA2637  HISTORY     - Date     Condition        Report By
 GA2637  HISTORY     - 1951     MONUMENTED       CGS
 GA2637  HISTORY     - 1975     GOOD             NGS
 GA2637
 GA2637                          STATION DESCRIPTION
 GA2637
 GA2637'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2637'AT CAPITO.
 GA2637'AT CAPITO, ABOUT 0.45 MILE NORTHWEST ALONG STATE HIGHWAY 74 FROM
 GA2637'THE POST OFFICE, AT THE CROSSING OF THE LOUISVILLE AND NASHVILLE
 GA2637'RAILROAD, 57 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 75
 GA2637'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 68 FEET WEST OF
 GA2637'THE NORTHWEST CORNER OF UNION GRADE SCHOOL (A CONCRETE BLOCK
 GA2637'BUILDING), 9 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL COAL
 GA2637'SHED, SET IN THE TOP OF THE HIGHEST PART OF A PARTLY BURIED
 GA2637'OUTCROP OF ROCK PROJECTING OUT OF HILL SIDE, ABOUT 7 FEET ABOVE THE
 GA2637'HIGHWAY AND ABOUT 9 FEET ABOVE THE TRACK.
 GA2637
 GA2637                          STATION RECOVERY (1975)
 GA2637
 GA2637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1521 ***********************************************************************
 GB1521  DESIGNATION -  H 250
 GB1521  PID         -  GB1521
 GB1521  STATE/COUNTY-  KY/RUSSELL
 GB1521  USGS QUAD   -  AMANDAVILLE (1981)
 GB1521
 GB1521                         *CURRENT SURVEY CONTROL
 GB1521  ___________________________________________________________________
 GB1521* NAD 83(1986)-  36 53 51.     (N)    085 15 54.     (W)     SCALED    
 GB1521* NAVD 88     -       211.792  (meters)     694.85   (feet)  ADJUSTED  
 GB1521  ___________________________________________________________________
 GB1521  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GB1521  DYNAMIC HT  -         211.617 (meters)     694.28  (feet)  COMP
 GB1521  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 GB1521
 GB1521  VERT ORDER  -  SECOND    CLASS 0
 GB1521
 GB1521.The horizontal coordinates were scaled from a topographic map and have
 GB1521.an estimated accuracy of +/- 6 seconds.
 GB1521
 GB1521.The orthometric height was determined by differential leveling
 GB1521.and adjusted by the National Geodetic Survey in June 1991..
 GB1521
 GB1521.The geoid height was determined by GEOID03.
 GB1521
 GB1521.The dynamic height is computed by dividing the NAVD 88
 GB1521.geopotential number by the normal gravity value computed on the
 GB1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1521.degrees latitude (g = 980.6199 gals.).
 GB1521
 GB1521.The modeled gravity was interpolated from observed gravity values.
 GB1521
 GB1521;                    North         East    Units  Estimated Accuracy
 GB1521;SPC KY1Z     - 1,062,730.    1,543,230.      MT  (+/- 180 meters Scaled)
 GB1521
 GB1521                          SUPERSEDED SURVEY CONTROL
 GB1521
 GB1521  NGVD 29 (??/??/92)  211.932  (m)          695.31   (f) ADJ UNCH    2 0
 GB1521
 GB1521.Superseded values are not recommended for survey control.
 GB1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1521.See file dsdata.txt to determine how the superseded data were derived.
 GB1521
 GB1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF545849(NAD 83)
 GB1521_MARKER: DB = BENCH MARK DISK
 GB1521_SETTING: 66 = SET IN ROCK OUTCROP
 GB1521_SP_SET: ROCK OUTCROP
 GB1521_STAMPING: H 250 1951 695.314
 GB1521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1521+STABILITY: POSITION/ELEVATION WELL
 GB1521
 GB1521  HISTORY     - Date     Condition        Report By
 GB1521  HISTORY     - 1951     MONUMENTED       CGS
 GB1521  HISTORY     - 1958     GOOD             NGS
 GB1521
 GB1521                          STATION DESCRIPTION
 GB1521
 GB1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1521'2 MI NW FROM RIBBON.
 GB1521'ABOUT 0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GB1521'RIBBON, THENCE ABOUT 1.8 MILES NORTHWEST ALONG A DIM ROAD FOLLOWING
 GB1521'BLACK CREEK, THENCE ABOUT 0.1 MILE NORTHWEST ALONG A DIM TRAIL
 GB1521'LEADING TO TOP OF RIDGE, IN THE TOP OF AN OUTCROP OF LIMESTONE
 GB1521'ABOUT 3 BY 1 FOOT, 8 FEET NORTH OF CENTER LINE OF ROAD, 82 FEET WEST
 GB1521'OF CENTER LINE OF ROAD AT CROSSING OF A DRY WASH, 20 FEET NORTH
 GB1521'AND ACROSS ROAD FROM A TRIANGULAR BLAZED 8-INCH HICKORY TREE, 18
 GB1521'FEET SOUTHWEST OF A TRIANGULAR BLAZED 8-INCH POPLAR TREE, ABOUT 50
 GB1521'FEET NORTH AND ACROSS ROAD FROM THE CENTER OF A SMALL CREEK, AND
 GB1521'ABOUT 2 FEET ABOVE ROAD.
 GB1521
 GB1521                          STATION RECOVERY (1958)
 GB1521
 GB1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1346 ***********************************************************************
 GB1346  DESIGNATION -  H 251
 GB1346  PID         -  GB1346
 GB1346  STATE/COUNTY-  KY/CUMBERLAND
 GB1346  USGS QUAD   -  WATERVIEW (1982)
 GB1346
 GB1346                         *CURRENT SURVEY CONTROL
 GB1346  ___________________________________________________________________
 GB1346* NAD 83(1986)-  36 49 53.     (N)    085 29 32.     (W)     SCALED    
 GB1346* NAVD 88     -       179.819  (meters)     589.96   (feet)  ADJUSTED  
 GB1346  ___________________________________________________________________
 GB1346  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GB1346  DYNAMIC HT  -         179.675 (meters)     589.48  (feet)  COMP
 GB1346  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 GB1346
 GB1346  VERT ORDER  -  SECOND    CLASS 0
 GB1346
 GB1346.The horizontal coordinates were scaled from a topographic map and have
 GB1346.an estimated accuracy of +/- 6 seconds.
 GB1346
 GB1346.The orthometric height was determined by differential leveling
 GB1346.and adjusted by the National Geodetic Survey in June 1991..
 GB1346
 GB1346.The geoid height was determined by GEOID03.
 GB1346
 GB1346.The dynamic height is computed by dividing the NAVD 88
 GB1346.geopotential number by the normal gravity value computed on the
 GB1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1346.degrees latitude (g = 980.6199 gals.).
 GB1346
 GB1346.The modeled gravity was interpolated from observed gravity values.
 GB1346
 GB1346;                    North         East    Units  Estimated Accuracy
 GB1346;SPC KY1Z     - 1,055,310.    1,523,000.      MT  (+/- 180 meters Scaled)
 GB1346
 GB1346                          SUPERSEDED SURVEY CONTROL
 GB1346
 GB1346  NGVD 29 (??/??/92)  179.963  (m)          590.43   (f) ADJ UNCH    2 0
 GB1346
 GB1346.Superseded values are not recommended for survey control.
 GB1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1346.See file dsdata.txt to determine how the superseded data were derived.
 GB1346
 GB1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF344772(NAD 83)
 GB1346_MARKER: DB = BENCH MARK DISK
 GB1346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1346_SP_SET: ABUTMENT
 GB1346_STAMPING: H 251 1951 590.429
 GB1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1346+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 GB1346
 GB1346  HISTORY     - Date     Condition        Report By
 GB1346  HISTORY     - 1951     MONUMENTED       CGS
 GB1346  HISTORY     - 1958     GOOD             NGS
 GB1346  HISTORY     - 20050912 GOOD             KYTC
 GB1346
 GB1346                          STATION DESCRIPTION
 GB1346
 GB1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1346'0.5 MI E FROM MARROWBONE.
 GB1346'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 90 FROM THE SCHOOL AT
 GB1346'MARROWBONE, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 GB1346'ABUTMENT OF A CONCRETE BRIDGE OVER CASEY FORK CREEK, 15 FEET
 GB1346'NORTHEAST OF CENTER LINE OF HIGHWAY, 50 FEET NORTHWEST OF
 GB1346'CENTER LINE OF A GRAVEL ROAD NORTHEAST AND ABOUT LEVEL WITH
 GB1346'HIGHWAY.
 GB1346
 GB1346                          STATION RECOVERY (1958)
 GB1346
 GB1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1346'RECOVERED IN GOOD CONDITION.
 GB1346
 GB1346                          STATION RECOVERY (2005)
 GB1346
 GB1346'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1532 ***********************************************************************
 GB1532  DESIGNATION -  H 252
 GB1532  PID         -  GB1532
 GB1532  STATE/COUNTY-  KY/CUMBERLAND
 GB1532  USGS QUAD   -  BLACKS FERRY (1982)
 GB1532
 GB1532                         *CURRENT SURVEY CONTROL
 GB1532  ___________________________________________________________________
 GB1532* NAD 83(1986)-  36 41 38.     (N)    085 25 19.     (W)     SCALED    
 GB1532* NAVD 88     -       291.355  (meters)     955.89   (feet)  ADJUSTED  
 GB1532  ___________________________________________________________________
 GB1532  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GB1532  DYNAMIC HT  -         291.113 (meters)     955.09  (feet)  COMP
 GB1532  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 GB1532
 GB1532  VERT ORDER  -  SECOND    CLASS 0
 GB1532
 GB1532.The horizontal coordinates were scaled from a topographic map and have
 GB1532.an estimated accuracy of +/- 6 seconds.
 GB1532
 GB1532.The orthometric height was determined by differential leveling
 GB1532.and adjusted by the National Geodetic Survey in June 1991..
 GB1532
 GB1532.The geoid height was determined by GEOID03.
 GB1532
 GB1532.The dynamic height is computed by dividing the NAVD 88
 GB1532.geopotential number by the normal gravity value computed on the
 GB1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1532.degrees latitude (g = 980.6199 gals.).
 GB1532
 GB1532.The modeled gravity was interpolated from observed gravity values.
 GB1532
 GB1532;                    North         East    Units  Estimated Accuracy
 GB1532;SPC KY1Z     - 1,040,070.    1,529,320.      MT  (+/- 180 meters Scaled)
 GB1532
 GB1532                          SUPERSEDED SURVEY CONTROL
 GB1532
 GB1532  NGVD 29 (??/??/92)  291.479  (m)          956.29   (f) ADJ UNCH    2 0
 GB1532
 GB1532.Superseded values are not recommended for survey control.
 GB1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1532.See file dsdata.txt to determine how the superseded data were derived.
 GB1532
 GB1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF409620(NAD 83)
 GB1532_MARKER: DB = BENCH MARK DISK
 GB1532_SETTING: 66 = SET IN ROCK OUTCROP
 GB1532_SP_SET: ROCK OUTCROP
 GB1532_STAMPING: H 252 1951
 GB1532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1532+STABILITY: POSITION/ELEVATION WELL
 GB1532
 GB1532  HISTORY     - Date     Condition        Report By
 GB1532  HISTORY     - 1951     MONUMENTED       CGS
 GB1532
 GB1532                          STATION DESCRIPTION
 GB1532
 GB1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1532'1.8 MI NW FROM LITTRELL.
 GB1532'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB1532'AT LITTRELL, THENCE ABOUT 1.7 MILES NORTHWEST AND WEST ALONG A GRAVEL
 GB1532'ROAD, ABOUT 0.4 MILE SOUTHEAST OF BEAR WALLOW SCHOOL AND GRACE
 GB1532'UNION CHURCH, IN THE TOP OF AN OUTCROP OF LIMESTONE NEAR THE WEST
 GB1532'END OF A CUT, 15 FEET SOUTH OF CENTER LINE OF ROAD, 98 FEET
 GB1532'SOUTHEAST AND ACROSS ROAD FROM THE SOUTHEAST CORNER OF A SMALL
 GB1532'UNPAINTED SHACK, 33 FEET SOUTH AND ACROSS ROAD FROM A 10-INCH
 GB1532'TRIANGLE CHISELED IN FACE OF LEDGE IN CUT, 44 FEET WEST-NORTHWEST
 GB1532'OF A POWER POLE, AND ABOUT 2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1555 ***********************************************************************
 GB1555  DESIGNATION -  H 253
 GB1555  PID         -  GB1555
 GB1555  STATE/COUNTY-  KY/CUMBERLAND
 GB1555  USGS QUAD   -  FROGUE (1981)
 GB1555
 GB1555                         *CURRENT SURVEY CONTROL
 GB1555  ___________________________________________________________________
 GB1555* NAD 83(1986)-  36 39 17.     (N)    085 22 19.     (W)     SCALED    
 GB1555* NAVD 88     -       318.918  (meters)    1046.32   (feet)  ADJUSTED  
 GB1555  ___________________________________________________________________
 GB1555  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GB1555  DYNAMIC HT  -         318.646 (meters)    1045.42  (feet)  COMP
 GB1555  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 GB1555
 GB1555  VERT ORDER  -  SECOND    CLASS 0
 GB1555
 GB1555.The horizontal coordinates were scaled from a topographic map and have
 GB1555.an estimated accuracy of +/- 6 seconds.
 GB1555
 GB1555.The orthometric height was determined by differential leveling
 GB1555.and adjusted by the National Geodetic Survey in June 1991..
 GB1555
 GB1555.The geoid height was determined by GEOID03.
 GB1555
 GB1555.The dynamic height is computed by dividing the NAVD 88
 GB1555.geopotential number by the normal gravity value computed on the
 GB1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1555.degrees latitude (g = 980.6199 gals.).
 GB1555
 GB1555.The modeled gravity was interpolated from observed gravity values.
 GB1555
 GB1555;                    North         East    Units  Estimated Accuracy
 GB1555;SPC KY1Z     - 1,035,740.    1,533,810.      MT  (+/- 180 meters Scaled)
 GB1555
 GB1555                          SUPERSEDED SURVEY CONTROL
 GB1555
 GB1555  NGVD 29 (??/??/92)  319.035  (m)         1046.70   (f) ADJ UNCH    2 0
 GB1555
 GB1555.Superseded values are not recommended for survey control.
 GB1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1555.See file dsdata.txt to determine how the superseded data were derived.
 GB1555
 GB1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF455578(NAD 83)
 GB1555_MARKER: DB = BENCH MARK DISK
 GB1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1555_STAMPING: H 253 1951
 GB1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1555+STABILITY: SURFACE MOTION
 GB1555
 GB1555  HISTORY     - Date     Condition        Report By
 GB1555  HISTORY     - 1951     MONUMENTED       CGS
 GB1555
 GB1555                          STATION DESCRIPTION
 GB1555
 GB1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1555'2.6 MI S FROM LITTRELL.
 GB1555'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB1555'AT LITTRELL, ABOUT 1.9 MILES NORTH OF THE POST OFFICE AT PEYTONSBURG,
 GB1555'ABOUT 0.45 MILE NORTH OF A SCHOOL AND SMALL SETTLEMENT, ABOUT 0.25
 GB1555'MILE SOUTHEAST OF A GRAVEL ROAD NORTHEAST, 26 FEET SOUTHEAST OF
 GB1555'CENTER LINE OF HIGHWAY, 156 FEET NORTH OF CENTER LINE OF A ROAD EAST,
 GB1555'69 FEET SOUTHWEST OF WEST CORNER OF RESIDENCE OF HERBERT GROCE,
 GB1555'26 FEET WEST OF WEST CORNER OF A GARAGE, 14 FEET SOUTHWEST OF
 GB1555'CENTER LINE OF A DRIVE TO HOUSE, 4 FEET NORTHWEST OF A POWER POLE
 GB1555'WITH LINES IN 5 DIRECTIONS AND 4 GUY WIRES, 1 1/2 FEET NORTHWEST
 GB1555'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE HIGHWAY AND SET
 GB1555'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0428 ***********************************************************************
 GY0428  DESIGNATION -  H 255
 GY0428  PID         -  GY0428
 GY0428  STATE/COUNTY-  KY/PIKE
 GY0428  USGS QUAD   -  VARNEY (1992)
 GY0428
 GY0428                         *CURRENT SURVEY CONTROL
 GY0428  ___________________________________________________________________
 GY0428* NAD 83(1986)-  37 39 49.     (N)    082 23 00.     (W)     SCALED    
 GY0428* NAVD 88     -       223.273  (meters)     732.52   (feet)  ADJUSTED  
 GY0428  ___________________________________________________________________
 GY0428  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GY0428  DYNAMIC HT  -         223.107 (meters)     731.98  (feet)  COMP
 GY0428  MODELED GRAV-     979,881.3   (mgal)                       NAVD 88
 GY0428
 GY0428  VERT ORDER  -  SECOND    CLASS 0
 GY0428
 GY0428.The horizontal coordinates were scaled from a topographic map and have
 GY0428.an estimated accuracy of +/- 6 seconds.
 GY0428
 GY0428.The orthometric height was determined by differential leveling
 GY0428.and adjusted by the National Geodetic Survey in June 1991..
 GY0428
 GY0428.The geoid height was determined by GEOID03.
 GY0428
 GY0428.The dynamic height is computed by dividing the NAVD 88
 GY0428.geopotential number by the normal gravity value computed on the
 GY0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0428.degrees latitude (g = 980.6199 gals.).
 GY0428
 GY0428.The modeled gravity was interpolated from observed gravity values.
 GY0428
 GY0428;                    North         East    Units  Estimated Accuracy
 GY0428;SPC KY1Z     - 1,153,000.    1,796,960.      MT  (+/- 180 meters Scaled)
 GY0428
 GY0428                          SUPERSEDED SURVEY CONTROL
 GY0428
 GY0428  NGVD 29 (??/??/92)  223.496  (m)          733.25   (f) ADJ UNCH    2 0
 GY0428
 GY0428.Superseded values are not recommended for survey control.
 GY0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0428.See file dsdata.txt to determine how the superseded data were derived.
 GY0428
 GY0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB779693(NAD 83)
 GY0428_MARKER: DB = BENCH MARK DISK
 GY0428_SETTING: 66 = SET IN ROCK OUTCROP
 GY0428_SP_SET: SANDSTONE LEDGE
 GY0428_STAMPING: H 255 1952 733.253
 GY0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0428+STABILITY: POSITION/ELEVATION WELL
 GY0428
 GY0428  HISTORY     - Date     Condition        Report By
 GY0428  HISTORY     - 1952     MONUMENTED       CGS
 GY0428  HISTORY     - 1956     GOOD             NGS
 GY0428  HISTORY     - 20010628 MARK NOT FOUND   KYDT
 GY0428
 GY0428                          STATION DESCRIPTION
 GY0428
 GY0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0428'3.8 MI E FROM VARNEY.
 GY0428'3.85 MILES EAST ALONG NARROW DIRT ROAD FROM THE JUNCTION OF BLACK
 GY0428'TOP ROAD AT VARNEY, 4.0 MILES NORTH ALONG STATE HIGHWAY 468 FROM
 GY0428'THE JUNCTION OF U.S. HIGHWAY 119 AT SIDNEY, THENCE 0.5 MILE WEST
 GY0428'ON DIRT ROAD, 0.55 MILE NORTHEAST OF A CHURCH, 42 FEET NORTH
 GY0428'NORTHWEST OF WEST END OF 40-INCH PIPE CULVERT, 24 FEET WEST OF
 GY0428'CENTER OF ROAD, 23 FEET SOUTHEAST AND BELOW AN 18-INCH ELM TREE,
 GY0428'SET VERTICALLY IN EAST FACE OF SANDSTONE LEDGE, ABOUT 3 FEET
 GY0428'ABOVE LEVEL OF ROAD.
 GY0428
 GY0428                          STATION RECOVERY (2001)
 GY0428
 GY0428'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0428'MARK POSSIBLY HERE BUT SILTED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2200 ***********************************************************************
 GZ2200  DESIGNATION -  H 256
 GZ2200  PID         -  GZ2200
 GZ2200  STATE/COUNTY-  KY/GREEN
 GZ2200  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ2200
 GZ2200                         *CURRENT SURVEY CONTROL
 GZ2200  ___________________________________________________________________
 GZ2200* NAD 83(1986)-  37 20 45.     (N)    085 33 50.     (W)     SCALED    
 GZ2200* NAVD 88     -       221.679  (meters)     727.29   (feet)  ADJUSTED  
 GZ2200  ___________________________________________________________________
 GZ2200  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GZ2200  DYNAMIC HT  -         221.509 (meters)     726.73  (feet)  COMP
 GZ2200  MODELED GRAV-     979,856.3   (mgal)                       NAVD 88
 GZ2200
 GZ2200  VERT ORDER  -  SECOND    CLASS 0
 GZ2200
 GZ2200.The horizontal coordinates were scaled from a topographic map and have
 GZ2200.an estimated accuracy of +/- 6 seconds.
 GZ2200
 GZ2200.The orthometric height was determined by differential leveling
 GZ2200.and adjusted by the National Geodetic Survey in June 1991..
 GZ2200
 GZ2200.The geoid height was determined by GEOID03.
 GZ2200
 GZ2200.The dynamic height is computed by dividing the NAVD 88
 GZ2200.geopotential number by the normal gravity value computed on the
 GZ2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2200.degrees latitude (g = 980.6199 gals.).
 GZ2200
 GZ2200.The modeled gravity was interpolated from observed gravity values.
 GZ2200
 GZ2200;                    North         East    Units  Estimated Accuracy
 GZ2200;SPC KY1Z     - 1,112,390.    1,516,490.      MT  (+/- 180 meters Scaled)
 GZ2200
 GZ2200                          SUPERSEDED SURVEY CONTROL
 GZ2200
 GZ2200  NGVD 29 (??/??/92)  221.820  (m)          727.75   (f) ADJ UNCH    2 0
 GZ2200
 GZ2200.Superseded values are not recommended for survey control.
 GZ2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2200.See file dsdata.txt to determine how the superseded data were derived.
 GZ2200
 GZ2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG272342(NAD 83)
 GZ2200_MARKER: DB = BENCH MARK DISK
 GZ2200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2200_SP_SET: CULVERT
 GZ2200_STAMPING: H 256 1951
 GZ2200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2200
 GZ2200  HISTORY     - Date     Condition        Report By
 GZ2200  HISTORY     - 1951     MONUMENTED       CGS
 GZ2200
 GZ2200                          STATION DESCRIPTION
 GZ2200
 GZ2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2200'1.8 MI NW FROM SUMMERSVILLE.
 GZ2200'ABOUT 1.75 MILES NORTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 GZ2200'OFFICE AT SUMMERSVILLE, ABOUT 0.55 MILE SOUTH OF A BRIDGE OVER
 GZ2200'LITTLE BRUSH CREEK, SET IN THE TOP OF THE SOUTH END OF THE WEST
 GZ2200'HEAD WALL OF A 12-FOOT CONCRETE SKEW CULVERT, 12 FEET WEST
 GZ2200'OF THE CENTER LINE OF THE HIGHWAY, 1/2 FOOT NORTH OF THE SOUTH
 GZ2200'END OF HEAD WALL AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2046 ***********************************************************************
 GZ2046  DESIGNATION -  H 257
 GZ2046  PID         -  GZ2046
 GZ2046  STATE/COUNTY-  KY/HART
 GZ2046  USGS QUAD   -  HAMMONVILLE (1982)
 GZ2046
 GZ2046                         *CURRENT SURVEY CONTROL
 GZ2046  ___________________________________________________________________
 GZ2046* NAD 83(1986)-  37 23 06.     (N)    085 46 01.     (W)     SCALED    
 GZ2046* NAVD 88     -       261.721  (meters)     858.66   (feet)  ADJUSTED  
 GZ2046  ___________________________________________________________________
 GZ2046  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GZ2046  DYNAMIC HT  -         261.517 (meters)     857.99  (feet)  COMP
 GZ2046  MODELED GRAV-     979,844.4   (mgal)                       NAVD 88
 GZ2046
 GZ2046  VERT ORDER  -  SECOND    CLASS 0
 GZ2046
 GZ2046.The horizontal coordinates were scaled from a topographic map and have
 GZ2046.an estimated accuracy of +/- 6 seconds.
 GZ2046
 GZ2046.The orthometric height was determined by differential leveling
 GZ2046.and adjusted by the National Geodetic Survey in June 1991..
 GZ2046
 GZ2046.The geoid height was determined by GEOID03.
 GZ2046
 GZ2046.The dynamic height is computed by dividing the NAVD 88
 GZ2046.geopotential number by the normal gravity value computed on the
 GZ2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2046.degrees latitude (g = 980.6199 gals.).
 GZ2046
 GZ2046.The modeled gravity was interpolated from observed gravity values.
 GZ2046
 GZ2046;                    North         East    Units  Estimated Accuracy
 GZ2046;SPC KY1Z     - 1,116,720.    1,498,500.      MT  (+/- 180 meters Scaled)
 GZ2046
 GZ2046                          SUPERSEDED SURVEY CONTROL
 GZ2046
 GZ2046  NGVD 29 (??/??/92)  261.844  (m)          859.07   (f) ADJ UNCH    2 0
 GZ2046
 GZ2046.Superseded values are not recommended for survey control.
 GZ2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2046.See file dsdata.txt to determine how the superseded data were derived.
 GZ2046
 GZ2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG091382(NAD 83)
 GZ2046_MARKER: DB = BENCH MARK DISK
 GZ2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2046_STAMPING: H 257 1951
 GZ2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2046+STABILITY: SURFACE MOTION
 GZ2046
 GZ2046  HISTORY     - Date     Condition        Report By
 GZ2046  HISTORY     - 1951     MONUMENTED       CGS
 GZ2046  HISTORY     - 1982     GOOD             KYDT
 GZ2046
 GZ2046                          STATION DESCRIPTION
 GZ2046
 GZ2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2046'3.3 MI N FROM LINWOOD.
 GZ2046'ABOUT 3.3 MILES NORTH ALONG U.S. HIGHWAY 31E FROM THE POST OFFICE
 GZ2046'AND CROSSROADS AT LINWOOD, AT A SOUTHEAST-NORTHWEST GRAVEL
 GZ2046'CROSSROAD, 73 FEET EAST OF THE CENTER LINE OF HIGHWAY, 21 FEET
 GZ2046'SOUTHWEST OF THE CENTER LINE OF GRAVEL ROAD, 1 FOOT SOUTHWEST OF
 GZ2046'A CONCRETE HIGHWAY MARKER POST, 34 1/2 FEET NORTHWEST OF A 6-INCH
 GZ2046'WALNUT TREE, 51 FEET NORTHWEST OF THE SOUTHWEST END OF A 24-INCH
 GZ2046'PIPE CULVERT UNDER ROAD SOUTHEAST, 2 FEET NORTHEAST OF A WHITE
 GZ2046'WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP
 GZ2046'OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ2046
 GZ2046                          STATION RECOVERY (1982)
 GZ2046
 GZ2046'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2000 ***********************************************************************
 GZ2000  DESIGNATION -  H 258
 GZ2000  PID         -  GZ2000
 GZ2000  STATE/COUNTY-  KY/HART
 GZ2000  USGS QUAD   -  CANMER (1987)
 GZ2000
 GZ2000                         *CURRENT SURVEY CONTROL
 GZ2000  ___________________________________________________________________
 GZ2000* NAD 83(1986)-  37 16 52.     (N)    085 49 07.     (W)     SCALED    
 GZ2000* NAVD 88     -       221.550  (meters)     726.87   (feet)  ADJUSTED  
 GZ2000  ___________________________________________________________________
 GZ2000  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GZ2000  DYNAMIC HT  -         221.380 (meters)     726.31  (feet)  COMP
 GZ2000  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 GZ2000
 GZ2000  VERT ORDER  -  SECOND    CLASS 0
 GZ2000
 GZ2000.The horizontal coordinates were scaled from a topographic map and have
 GZ2000.an estimated accuracy of +/- 6 seconds.
 GZ2000
 GZ2000.The orthometric height was determined by differential leveling
 GZ2000.and adjusted by the National Geodetic Survey in June 1991..
 GZ2000
 GZ2000.The geoid height was determined by GEOID03.
 GZ2000
 GZ2000.The dynamic height is computed by dividing the NAVD 88
 GZ2000.geopotential number by the normal gravity value computed on the
 GZ2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2000.degrees latitude (g = 980.6199 gals.).
 GZ2000
 GZ2000.The modeled gravity was interpolated from observed gravity values.
 GZ2000
 GZ2000;                    North         East    Units  Estimated Accuracy
 GZ2000;SPC KY1Z     - 1,105,190.    1,493,920.      MT  (+/- 180 meters Scaled)
 GZ2000
 GZ2000                          SUPERSEDED SURVEY CONTROL
 GZ2000
 GZ2000  NGVD 29 (??/??/92)  221.676  (m)          727.28   (f) ADJ UNCH    2 0
 GZ2000
 GZ2000.Superseded values are not recommended for survey control.
 GZ2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2000.See file dsdata.txt to determine how the superseded data were derived.
 GZ2000
 GZ2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG047267(NAD 83)
 GZ2000_MARKER: DB = BENCH MARK DISK
 GZ2000_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2000_SP_SET: ROCK OUTCROP
 GZ2000_STAMPING: H 258 1951
 GZ2000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2000+STABILITY: POSITION/ELEVATION WELL
 GZ2000
 GZ2000  HISTORY     - Date     Condition        Report By
 GZ2000  HISTORY     - 1951     MONUMENTED       CGS
 GZ2000
 GZ2000                          STATION DESCRIPTION
 GZ2000
 GZ2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2000'3 MI SW FROM CANMER.
 GZ2000'ABOUT 2.95 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM CANMER
 GZ2000'DEPOSIT BANK AT CANMER, ABOUT 0.8 MILE NORTHEAST OF THE JUNCTION
 GZ2000'OF STATE HIGHWAY 88, ON THE OUTSIDE AND AT THE SOUTHEAST END OF
 GZ2000'A CURVE WITH TANGENTS EXTENDING SOUTHWEST AND EAST, SET IN THE
 GZ2000'TOP OF THE EAST END OF A LARGE OUTCROP OF ROCK IN A WOODED AREA,
 GZ2000'44 FEET NORTHWEST OF CENTER LINE OF ROAD, 19 FEET WEST OF A
 GZ2000'24-INCH TWIN OAK TREE IN A FENCE LINE, 9 FEET NORTHWEST OF
 GZ2000'FENCE LINE, 32 FEET NORTH OF A TRIANGULAR BLAZED 6-INCH ASH
 GZ2000'TREE, AND ABOUT 10 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1968 ***********************************************************************
 GZ1968  DESIGNATION -  H 259
 GZ1968  PID         -  GZ1968
 GZ1968  STATE/COUNTY-  KY/LARUE
 GZ1968  USGS QUAD   -  MAGNOLIA (1961)
 GZ1968
 GZ1968                         *CURRENT SURVEY CONTROL
 GZ1968  ___________________________________________________________________
 GZ1968* NAD 83(1986)-  37 26 37.     (N)    085 41 16.     (W)     SCALED    
 GZ1968* NAVD 88     -       273.890  (meters)     898.59   (feet)  ADJUSTED  
 GZ1968  ___________________________________________________________________
 GZ1968  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GZ1968  DYNAMIC HT  -         273.676 (meters)     897.89  (feet)  COMP
 GZ1968  MODELED GRAV-     979,840.3   (mgal)                       NAVD 88
 GZ1968
 GZ1968  VERT ORDER  -  SECOND    CLASS 0
 GZ1968
 GZ1968.The horizontal coordinates were scaled from a topographic map and have
 GZ1968.an estimated accuracy of +/- 6 seconds.
 GZ1968
 GZ1968.The orthometric height was determined by differential leveling
 GZ1968.and adjusted by the National Geodetic Survey in June 1991..
 GZ1968
 GZ1968.The geoid height was determined by GEOID03.
 GZ1968
 GZ1968.The dynamic height is computed by dividing the NAVD 88
 GZ1968.geopotential number by the normal gravity value computed on the
 GZ1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1968.degrees latitude (g = 980.6199 gals.).
 GZ1968
 GZ1968.The modeled gravity was interpolated from observed gravity values.
 GZ1968
 GZ1968;                    North         East    Units  Estimated Accuracy
 GZ1968;SPC KY1Z     - 1,123,220.    1,505,510.      MT  (+/- 180 meters Scaled)
 GZ1968
 GZ1968                          SUPERSEDED SURVEY CONTROL
 GZ1968
 GZ1968  NGVD 29 (??/??/92)  274.008  (m)          898.97   (f) ADJ UNCH    2 0
 GZ1968
 GZ1968.Superseded values are not recommended for survey control.
 GZ1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1968.See file dsdata.txt to determine how the superseded data were derived.
 GZ1968
 GZ1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG160448(NAD 83)
 GZ1968_MARKER: DB = BENCH MARK DISK
 GZ1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1968_STAMPING: H 259 1951
 GZ1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1968+STABILITY: SURFACE MOTION
 GZ1968
 GZ1968  HISTORY     - Date     Condition        Report By
 GZ1968  HISTORY     - 1951     MONUMENTED       CGS
 GZ1968  HISTORY     - 1982     GOOD             KYDT
 GZ1968
 GZ1968                          STATION DESCRIPTION
 GZ1968
 GZ1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1968'1.5 MI SW FROM MT SHERMAN.
 GZ1968'ABOUT 0.8 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ1968'OFFICE AND JUNCTION OF STATE HIGHWAY 61 AT MT. SHERMAN, THENCE
 GZ1968'ABOUT 0.7 MILE WEST ALONG A GRAVEL ROAD, ABOUT 0.7 MILE WEST OF
 GZ1968'MT. MORIAH BAPTIST CHURCH AND CEMETERY, AT THE JUNCTION OF A DIM
 GZ1968'ROAD NORTH AND ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GZ1968'SOUTH AND EAST, AT A SMALL CHURCH, AT THE SOUTHWEST CORNER OF
 GZ1968'THE EAST ONE OF THREE SMALL CEMETERY PLOTS, 25 FEET NORTH OF THE
 GZ1968'CENTER LINE OF ROAD, 25 FEET EAST OF CENTER LINE OF ROAD NORTH,
 GZ1968'70 FEET EAST AND ACROSS ROAD NORTH FROM THE EAST CORNER OF
 GZ1968'CHURCH, 8 FEET NORTH OF THE WEST ONE OF A ROW OF SMALL PINE
 GZ1968'TREES, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 GZ1968'WITH ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1968'4 INCHES.
 GZ1968
 GZ1968                          STATION RECOVERY (1982)
 GZ1968
 GZ1968'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ1968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2114 ***********************************************************************
 GZ2114  DESIGNATION -  H 260
 GZ2114  PID         -  GZ2114
 GZ2114  STATE/COUNTY-  KY/METCALFE
 GZ2114  USGS QUAD   -  SULPHUR WELL (1976)
 GZ2114
 GZ2114                         *CURRENT SURVEY CONTROL
 GZ2114  ___________________________________________________________________
 GZ2114* NAD 83(1986)-  37 04 59.     (N)    085 40 59.     (W)     SCALED    
 GZ2114* NAVD 88     -       235.519  (meters)     772.70   (feet)  ADJUSTED  
 GZ2114  ___________________________________________________________________
 GZ2114  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GZ2114  DYNAMIC HT  -         235.331 (meters)     772.08  (feet)  COMP
 GZ2114  MODELED GRAV-     979,826.9   (mgal)                       NAVD 88
 GZ2114
 GZ2114  VERT ORDER  -  SECOND    CLASS 0
 GZ2114
 GZ2114.The horizontal coordinates were scaled from a topographic map and have
 GZ2114.an estimated accuracy of +/- 6 seconds.
 GZ2114
 GZ2114.The orthometric height was determined by differential leveling
 GZ2114.and adjusted by the National Geodetic Survey in June 1991..
 GZ2114
 GZ2114.The geoid height was determined by GEOID03.
 GZ2114
 GZ2114.The dynamic height is computed by dividing the NAVD 88
 GZ2114.geopotential number by the normal gravity value computed on the
 GZ2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2114.degrees latitude (g = 980.6199 gals.).
 GZ2114
 GZ2114.The modeled gravity was interpolated from observed gravity values.
 GZ2114
 GZ2114;                    North         East    Units  Estimated Accuracy
 GZ2114;SPC KY1Z     - 1,083,210.    1,505,950.      MT  (+/- 180 meters Scaled)
 GZ2114
 GZ2114                          SUPERSEDED SURVEY CONTROL
 GZ2114
 GZ2114  NGVD 29 (??/??/92)  235.661  (m)          773.16   (f) ADJ UNCH    2 0
 GZ2114
 GZ2114.Superseded values are not recommended for survey control.
 GZ2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2114.See file dsdata.txt to determine how the superseded data were derived.
 GZ2114
 GZ2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG170048(NAD 83)
 GZ2114_MARKER: DB = BENCH MARK DISK
 GZ2114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2114_SP_SET: CULVERT
 GZ2114_STAMPING: H 260 1951
 GZ2114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2114
 GZ2114  HISTORY     - Date     Condition        Report By
 GZ2114  HISTORY     - 1951     MONUMENTED       CGS
 GZ2114
 GZ2114                          STATION DESCRIPTION
 GZ2114
 GZ2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2114'0.8 MI E FROM KNOB LICK.
 GZ2114'ABOUT 0.75 MILE EAST ALONG STATE HIGHWAY 70 FROM THE CROSSROADS
 GZ2114'AT KNOB LICK, ABOUT 0.45 MILE SOUTHWEST OF THE JUNCTION OF A ROAD
 GZ2114'NORTH, ABOUT 25 YARDS NORTHEAST OF A NARROW GRAVEL ROAD NORTHWEST,
 GZ2114'AT A SMALL STOCK POND AND SET IN THE TOP OF THE SOUTHWEST END OF
 GZ2114'THE SOUTHEAST HEAD WALL OF A 5-FOOT CONCRETE CULVERT, 24 FEET
 GZ2114'SOUTHEAST OF THE CENTER LINE OF HIGHWAY AND ABOUT 7 FEET BELOW
 GZ2114'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1905 ***********************************************************************
 GZ1905  DESIGNATION -  H 261
 GZ1905  PID         -  GZ1905
 GZ1905  STATE/COUNTY-  KY/BARREN
 GZ1905  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ1905
 GZ1905                         *CURRENT SURVEY CONTROL
 GZ1905  ___________________________________________________________________
 GZ1905* NAD 83(1986)-  37 00 15.     (N)    085 54 29.     (W)     SCALED    
 GZ1905* NAVD 88     -       234.703  (meters)     770.02   (feet)  ADJUSTED  
 GZ1905  ___________________________________________________________________
 GZ1905  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GZ1905  DYNAMIC HT  -         234.515 (meters)     769.40  (feet)  COMP
 GZ1905  MODELED GRAV-     979,822.9   (mgal)                       NAVD 88
 GZ1905
 GZ1905  VERT ORDER  -  FIRST     CLASS I
 GZ1905
 GZ1905.The horizontal coordinates were scaled from a topographic map and have
 GZ1905.an estimated accuracy of +/- 6 seconds.
 GZ1905
 GZ1905.The orthometric height was determined by differential leveling
 GZ1905.and adjusted by the National Geodetic Survey in June 1991..
 GZ1905
 GZ1905.The geoid height was determined by GEOID03.
 GZ1905
 GZ1905.The dynamic height is computed by dividing the NAVD 88
 GZ1905.geopotential number by the normal gravity value computed on the
 GZ1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1905.degrees latitude (g = 980.6199 gals.).
 GZ1905
 GZ1905.The modeled gravity was interpolated from observed gravity values.
 GZ1905
 GZ1905;                    North         East    Units  Estimated Accuracy
 GZ1905;SPC KY1Z     - 1,074,470.    1,485,930.      MT  (+/- 180 meters Scaled)
 GZ1905
 GZ1905                          SUPERSEDED SURVEY CONTROL
 GZ1905
 GZ1905  NGVD 29 (??/??/92)  234.844  (m)          770.48   (f) ADJ UNCH    1 1
 GZ1905
 GZ1905.Superseded values are not recommended for survey control.
 GZ1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1905.See file dsdata.txt to determine how the superseded data were derived.
 GZ1905
 GZ1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF971958(NAD 83)
 GZ1905_MARKER: DB = BENCH MARK DISK
 GZ1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1905_STAMPING: H 261 1951
 GZ1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1905+STABILITY: SURFACE MOTION
 GZ1905
 GZ1905  HISTORY     - Date     Condition        Report By
 GZ1905  HISTORY     - 1951     MONUMENTED       CGS
 GZ1905  HISTORY     - 1968     GOOD             NGS
 GZ1905
 GZ1905                          STATION DESCRIPTION
 GZ1905
 GZ1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1905'0.6 MI N FROM GLASGOW.
 GZ1905'ABOUT 0.6 MILE NORTH ALONG RACE STREET WHICH IS U.S. HIGHWAY
 GZ1905'31E AND STATE HIGHWAY 90 FROM THE BARREN COUNTY COURTHOUSE AT
 GZ1905'GLASGOW, 31 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 GZ1905'RACE STREET, HAPPY VALLEY ROAD AND TRIGG AVENUE, 27 FEET EAST OF
 GZ1905'THE CENTERLINE OF RACE STREET, 16 FEET NORTH OF THE CENTERLINE
 GZ1905'OF TRIGG AVENUE, 13 FEET SOUTHWEST OF A 24-INCH MAPLE TREE,
 GZ1905'2 FEET NORTHEAST OF A POWER POLE, ABOUT 1 1/2 FEET ABOVE THE
 GZ1905'LEVEL OF THE STREET, AND SET IN THE TOP OF A CONCRETE POST
 GZ1905'WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2124 ***********************************************************************
 GZ2124  DESIGNATION -  H 262
 GZ2124  PID         -  GZ2124
 GZ2124  STATE/COUNTY-  KY/METCALFE
 GZ2124  USGS QUAD   -  SULPHUR WELL (1976)
 GZ2124
 GZ2124                         *CURRENT SURVEY CONTROL
 GZ2124  ___________________________________________________________________
 GZ2124* NAD 83(1986)-  37 07 01.     (N)    085 41 52.     (W)     SCALED    
 GZ2124* NAVD 88     -       242.011  (meters)     794.00   (feet)  ADJUSTED  
 GZ2124  ___________________________________________________________________
 GZ2124  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GZ2124  DYNAMIC HT  -         241.819 (meters)     793.37  (feet)  COMP
 GZ2124  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 GZ2124
 GZ2124  VERT ORDER  -  SECOND    CLASS 0
 GZ2124
 GZ2124.The horizontal coordinates were scaled from a topographic map and have
 GZ2124.an estimated accuracy of +/- 6 seconds.
 GZ2124
 GZ2124.The orthometric height was determined by differential leveling
 GZ2124.and adjusted by the National Geodetic Survey in June 1991..
 GZ2124
 GZ2124.The geoid height was determined by GEOID03.
 GZ2124
 GZ2124.The dynamic height is computed by dividing the NAVD 88
 GZ2124.geopotential number by the normal gravity value computed on the
 GZ2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2124.degrees latitude (g = 980.6199 gals.).
 GZ2124
 GZ2124.The modeled gravity was interpolated from observed gravity values.
 GZ2124
 GZ2124;                    North         East    Units  Estimated Accuracy
 GZ2124;SPC KY1Z     - 1,086,970.    1,504,640.      MT  (+/- 180 meters Scaled)
 GZ2124
 GZ2124                          SUPERSEDED SURVEY CONTROL
 GZ2124
 GZ2124  NGVD 29 (??/??/92)  242.150  (m)          794.45   (f) ADJ UNCH    2 0
 GZ2124
 GZ2124.Superseded values are not recommended for survey control.
 GZ2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2124.See file dsdata.txt to determine how the superseded data were derived.
 GZ2124
 GZ2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG156086(NAD 83)
 GZ2124_MARKER: DB = BENCH MARK DISK
 GZ2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2124_STAMPING: H 262 1951
 GZ2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2124+STABILITY: SURFACE MOTION
 GZ2124
 GZ2124  HISTORY     - Date     Condition        Report By
 GZ2124  HISTORY     - 1951     MONUMENTED       CGS
 GZ2124  HISTORY     - 20010426 MARK NOT FOUND   KYDT
 GZ2124
 GZ2124                          STATION DESCRIPTION
 GZ2124
 GZ2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2124'2.8 MI N FROM KNOB LICK.
 GZ2124'ABOUT 2.85 MILES NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION
 GZ2124'OF STATE HIGHWAY 70 AT KNOB LICK, ABOUT 0.1 MILE NORTH OF A WHITE
 GZ2124'CHURCH, AT A NARROW CROSSROAD, 30 FEET WEST OF CENTER LINE OF
 GZ2124'ROAD, 28 FEET SOUTH OF CENTER LINE OF ROAD WEST, 58 FEET NORTH
 GZ2124'OF A POWER POLE WITH A TRANSFORMER, 50 FEET SOUTH AND ACROSS ROAD
 GZ2124'WEST FROM THE SOUTHEAST CORNER OF A SMALL STORE, 1 FOOT NORTHEAST
 GZ2124'OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3
 GZ2124'FEET ABOVE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ2124'3 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE CHURCH OF CHRIST
 GZ2124'AT CENTER BY GOING ABOUT 0.3 MILE SOUTHEAST ALONG A PROMINENT
 GZ2124'GRAVEL ROAD, THENCE ABOUT 1.35 MILES SOUTH ALONG A GRAVEL ROAD.
 GZ2124
 GZ2124                          STATION RECOVERY (2001)
 GZ2124
 GZ2124'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2124'LOCATION IS NOW IN THE NORTHEAST CORNER OF YARD OF A 1 STORY CONCRETE
 GZ2124'BLOCK HOUSE, COULD FIND NO SIGN OF MARK, PROBABLY GRADED OUT, CONSIDER
 GZ2124'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2854 ***********************************************************************
 GA2854  DESIGNATION -  H 263
 GA2854  PID         -  GA2854
 GA2854  STATE/COUNTY-  KY/KNOX
 GA2854  USGS QUAD   -  ARTEMUS (1974)
 GA2854
 GA2854                         *CURRENT SURVEY CONTROL
 GA2854  ___________________________________________________________________
 GA2854* NAD 83(1986)-  36 50 03.     (N)    083 47 12.     (W)     SCALED    
 GA2854* NAVD 88     -       315.919  (meters)    1036.48   (feet)  ADJUSTED  
 GA2854  ___________________________________________________________________
 GA2854  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GA2854  DYNAMIC HT  -         315.657 (meters)    1035.62  (feet)  COMP
 GA2854  MODELED GRAV-     979,792.4   (mgal)                       NAVD 88
 GA2854
 GA2854  VERT ORDER  -  SECOND    CLASS 0
 GA2854
 GA2854.The horizontal coordinates were scaled from a topographic map and have
 GA2854.an estimated accuracy of +/- 6 seconds.
 GA2854
 GA2854.The orthometric height was determined by differential leveling
 GA2854.and adjusted by the National Geodetic Survey in June 1991..
 GA2854
 GA2854.The geoid height was determined by GEOID03.
 GA2854
 GA2854.The dynamic height is computed by dividing the NAVD 88
 GA2854.geopotential number by the normal gravity value computed on the
 GA2854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2854.degrees latitude (g = 980.6199 gals.).
 GA2854
 GA2854.The modeled gravity was interpolated from observed gravity values.
 GA2854
 GA2854;                    North         East    Units  Estimated Accuracy
 GA2854;SPC KY1Z     - 1,057,430.    1,675,140.      MT  (+/- 180 meters Scaled)
 GA2854
 GA2854                          SUPERSEDED SURVEY CONTROL
 GA2854
 GA2854  NGVD 29 (??/??/92)  316.073  (m)         1036.98   (f) ADJ UNCH    2 0
 GA2854
 GA2854.Superseded values are not recommended for survey control.
 GA2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2854.See file dsdata.txt to determine how the superseded data were derived.
 GA2854
 GA2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA514801(NAD 83)
 GA2854_MARKER: DB = BENCH MARK DISK
 GA2854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2854_SP_SET: CULVERT
 GA2854_STAMPING: H 263 1951 1036.983
 GA2854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2854+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2854
 GA2854  HISTORY     - Date     Condition        Report By
 GA2854  HISTORY     - 1951     MONUMENTED       CGS
 GA2854  HISTORY     - 1957     GOOD             NGS
 GA2854  HISTORY     - 20020806 GOOD             KYDT
 GA2854
 GA2854                          STATION DESCRIPTION
 GA2854
 GA2854'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2854'1.3 MI W FROM FLAT LICK.
 GA2854'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 25E FROM THE SCHOOL AT
 GA2854'FLAT LICK, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG A GRAVEL ROAD,
 GA2854'ABOUT 50 YARDS NORTH OF A SHARP CURVE WITH TANGENTS EXTENDING
 GA2854'NORTH AND WEST, IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL
 GA2854'OF A 12-FOOT CONCRETE CULVERT, 12 FEET EAST OF CENTER LINE OF ROAD,
 GA2854'25 YARDS NORTH OF CROSSING OF A POWER LINE AND ABOUT LEVEL
 GA2854'WITH ROAD.  NOTE-- MARK MAY BE REACHED BY GOING ABOUT 1.8 MILES
 GA2854'NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM ITS
 GA2854'OVERPASS OVER U.S. HIGHWAY 25E, THENCE ABOUT 0.1 MILE NORTH
 GA2854'ALONG A PRIVATE ROAD, THENCE ABOUT 0.35 MILE NORTHEAST ALONG A
 GA2854'GRAVEL ROAD.
 GA2854
 GA2854                          STATION RECOVERY (1957)
 GA2854
 GA2854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2854'RECOVERED IN GOOD CONDITION.
 GA2854
 GA2854                          STATION RECOVERY (2002)
 GA2854
 GA2854'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2835 ***********************************************************************
 GA2835  DESIGNATION -  H 264
 GA2835  PID         -  GA2835
 GA2835  STATE/COUNTY-  KY/KNOX
 GA2835  USGS QUAD   -  SCALF (1979)
 GA2835
 GA2835                         *CURRENT SURVEY CONTROL
 GA2835  ___________________________________________________________________
 GA2835* NAD 83(1986)-  36 54 15.     (N)    083 40 47.     (W)     SCALED    
 GA2835* NAVD 88     -       317.571  (meters)    1041.90   (feet)  ADJUSTED  
 GA2835  ___________________________________________________________________
 GA2835  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GA2835  DYNAMIC HT  -         317.306 (meters)    1041.03  (feet)  COMP
 GA2835  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 GA2835
 GA2835  VERT ORDER  -  SECOND    CLASS 0
 GA2835
 GA2835.The horizontal coordinates were scaled from a topographic map and have
 GA2835.an estimated accuracy of +/- 6 seconds.
 GA2835
 GA2835.The orthometric height was determined by differential leveling
 GA2835.and adjusted by the National Geodetic Survey in June 1991..
 GA2835
 GA2835.The geoid height was determined by GEOID03.
 GA2835
 GA2835.The dynamic height is computed by dividing the NAVD 88
 GA2835.geopotential number by the normal gravity value computed on the
 GA2835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2835.degrees latitude (g = 980.6199 gals.).
 GA2835
 GA2835.The modeled gravity was interpolated from observed gravity values.
 GA2835
 GA2835;                    North         East    Units  Estimated Accuracy
 GA2835;SPC KY1Z     - 1,065,400.    1,684,500.      MT  (+/- 180 meters Scaled)
 GA2835
 GA2835                          SUPERSEDED SURVEY CONTROL
 GA2835
 GA2835  NGVD 29 (??/??/92)  317.725  (m)         1042.40   (f) ADJ UNCH    2 0
 GA2835
 GA2835.Superseded values are not recommended for survey control.
 GA2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2835.See file dsdata.txt to determine how the superseded data were derived.
 GA2835
 GA2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA612875(NAD 83)
 GA2835_MARKER: DB = BENCH MARK DISK
 GA2835_SETTING: 66 = SET IN ROCK OUTCROP
 GA2835_SP_SET: SET IN ROCK OUTCROP
 GA2835_STAMPING: H 264 1951 1042.403
 GA2835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2835+STABILITY: POSITION/ELEVATION WELL
 GA2835
 GA2835  HISTORY     - Date     Condition        Report By
 GA2835  HISTORY     - 1951     MONUMENTED       CGS
 GA2835  HISTORY     - 1957     POOR             NGS
 GA2835  HISTORY     - 1977     MARK NOT FOUND   USGS
 GA2835
 GA2835                          STATION DESCRIPTION
 GA2835
 GA2835'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2835'4.8 MI E FROM DEWITT.
 GA2835'1.85 MILES NORTHEAST ALONG STATE HIGHWAY 223 FROM THE SCHOOL AT
 GA2835'DEWITT, THENCE ABOUT 2.9 MILES SOUTHEAST AND NORTHEAST ALONG A
 GA2835'GRAVEL ROAD, ABOUT 3.2 MILES SOUTHWEST OF THE POST OFFICE AT
 GA2835'MILLS, ABOUT 0.7 MILE SOUTHWEST OF A STONE SCHOOL BUILDING, IN
 GA2835'THE TOP OF A LEDGE OF ROCK, 15 FEET WEST OF CENTER LINE OF ROAD,
 GA2835'26 FEET EAST OF SOUTHEAST CORNER OF A WHITE FRAME HOUSE, 28 FEET
 GA2835'NORTHEAST OF A FENCE CORNER AT SOUTHEAST CORNER OF YARD, 7 FEET
 GA2835'EAST OF A FENCE LINE IN FRONT OF HOUSE AND ABOUT 2 FEET ABOVE
 GA2835'LEVEL OF ROAD.
 GA2835
 GA2835                          STATION RECOVERY (1957)
 GA2835
 GA2835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2835'MARK RECOVERED IN POOR CONDITION.
 GA2835
 GA2835                          STATION RECOVERY (1977)
 GA2835
 GA2835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GA2835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2802 ***********************************************************************
 GA2802  DESIGNATION -  H 265
 GA2802  PID         -  GA2802
 GA2802  STATE/COUNTY-  KY/BELL
 GA2802  USGS QUAD   -  BEVERLY (1979)
 GA2802
 GA2802                         *CURRENT SURVEY CONTROL
 GA2802  ___________________________________________________________________
 GA2802* NAD 83(1986)-  36 53 49.     (N)    083 34 39.     (W)     SCALED    
 GA2802* NAVD 88     -       457.954  (meters)    1502.47   (feet)  ADJUSTED  
 GA2802  ___________________________________________________________________
 GA2802  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GA2802  DYNAMIC HT  -         457.567 (meters)    1501.20  (feet)  COMP
 GA2802  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 GA2802
 GA2802  VERT ORDER  -  SECOND    CLASS 0
 GA2802
 GA2802.The horizontal coordinates were scaled from a topographic map and have
 GA2802.an estimated accuracy of +/- 6 seconds.
 GA2802
 GA2802.The orthometric height was determined by differential leveling
 GA2802.and adjusted by the National Geodetic Survey in June 1991..
 GA2802
 GA2802.The geoid height was determined by GEOID03.
 GA2802
 GA2802.The dynamic height is computed by dividing the NAVD 88
 GA2802.geopotential number by the normal gravity value computed on the
 GA2802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2802.degrees latitude (g = 980.6199 gals.).
 GA2802
 GA2802.The modeled gravity was interpolated from observed gravity values.
 GA2802
 GA2802;                    North         East    Units  Estimated Accuracy
 GA2802;SPC KY1Z     - 1,064,810.    1,693,630.      MT  (+/- 180 meters Scaled)
 GA2802
 GA2802                          SUPERSEDED SURVEY CONTROL
 GA2802
 GA2802  NGVD 29 (??/??/92)  458.102  (m)         1502.96   (f) ADJ UNCH    2 0
 GA2802
 GA2802.Superseded values are not recommended for survey control.
 GA2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2802.See file dsdata.txt to determine how the superseded data were derived.
 GA2802
 GA2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA703865(NAD 83)
 GA2802_MARKER: DB = BENCH MARK DISK
 GA2802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2802_SP_SET: CULVERT
 GA2802_STAMPING: H 265 1951 1502.956
 GA2802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2802
 GA2802  HISTORY     - Date     Condition        Report By
 GA2802  HISTORY     - 1951     MONUMENTED       CGS
 GA2802  HISTORY     - 1952     GOOD             NGS
 GA2802  HISTORY     - 1957     POOR             NGS
 GA2802
 GA2802                          STATION DESCRIPTION
 GA2802
 GA2802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GA2802'2 MI NE FROM FIELD.
 GA2802'1.95 MILES NORTHEAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 GA2802'AND CROCKETT BAPTIST CHURCH AT FIELD, ABOUT 0.95 MILE NORTHEAST OF
 GA2802'MINING SETTLEMENT OF CROCKETT, AT THE JUNCTION OF A ROAD LEADING
 GA2802'SOUTHEAST, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD
 GA2802'WALL OF AN 8-FOOT CONCRETE BOX CULVERT UNDER ROAD SOUTHEAST, 48
 GA2802'FEET SOUTH OF CENTER LINE OF HIGHWAY, 26 FEET NORTHEAST OF CENTER
 GA2802'LINE OF ROAD SOUTHEAST AND ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.
 GA2802
 GA2802                          STATION RECOVERY (1957)
 GA2802
 GA2802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2802'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2154 ***********************************************************************
 GB2154  DESIGNATION -  H 266
 GB2154  PID         -  GB2154
 GB2154  STATE/COUNTY-  KY/MONROE
 GB2154  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB2154
 GB2154                         *CURRENT SURVEY CONTROL
 GB2154  ___________________________________________________________________
 GB2154* NAD 83(1986)-  36 42 41.     (N)    085 40 13.     (W)     SCALED    
 GB2154* NAVD 88     -       313.828  (meters)    1029.62   (feet)  ADJUSTED  
 GB2154  ___________________________________________________________________
 GB2154  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB2154  DYNAMIC HT  -         313.564 (meters)    1028.75  (feet)  COMP
 GB2154  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 GB2154
 GB2154  VERT ORDER  -  SECOND    CLASS 0
 GB2154
 GB2154.The horizontal coordinates were scaled from a topographic map and have
 GB2154.an estimated accuracy of +/- 6 seconds.
 GB2154
 GB2154.The orthometric height was determined by differential leveling
 GB2154.and adjusted by the National Geodetic Survey in June 1991..
 GB2154
 GB2154.The geoid height was determined by GEOID03.
 GB2154
 GB2154.The dynamic height is computed by dividing the NAVD 88
 GB2154.geopotential number by the normal gravity value computed on the
 GB2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2154.degrees latitude (g = 980.6199 gals.).
 GB2154
 GB2154.The modeled gravity was interpolated from observed gravity values.
 GB2154
 GB2154;                    North         East    Units  Estimated Accuracy
 GB2154;SPC KY1Z     - 1,041,960.    1,507,120.      MT  (+/- 180 meters Scaled)
 GB2154
 GB2154                          SUPERSEDED SURVEY CONTROL
 GB2154
 GB2154  NGVD 29 (??/??/92)  313.953  (m)         1030.03   (f) ADJ UNCH    2 0
 GB2154
 GB2154.Superseded values are not recommended for survey control.
 GB2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2154.See file dsdata.txt to determine how the superseded data were derived.
 GB2154
 GB2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF187636(NAD 83)
 GB2154_MARKER: DB = BENCH MARK DISK
 GB2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2154_STAMPING: H 266 1951
 GB2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2154+STABILITY: SURFACE MOTION
 GB2154
 GB2154  HISTORY     - Date     Condition        Report By
 GB2154  HISTORY     - 1951     MONUMENTED       CGS
 GB2154
 GB2154                          STATION DESCRIPTION
 GB2154
 GB2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2154'1.4 MI NE FROM TOMPKINSVILLE.
 GB2154'ABOUT 1.35 MILES NORTHEAST ALONG STATE HIGHWAY 100 FROM THE
 GB2154'JUNCTION OF STATE HIGHWAY 163 AT TOMPKINSVILLE, 31 FEET NORTHWEST
 GB2154'OF CENTER LINE OF HIGHWAY, 151 FEET NORTHEAST OF CENTER LINE OF
 GB2154'A DRIVE NORTHWEST TO A FARM AND THE TOP OF A GRADE, 4 FEET
 GB2154'NORTHEAST OF A POWER POLE, 30 FEET EAST OF EAST CORNER OF A
 GB2154'BARN, 28 FEET SOUTH-SOUTHWEST OF AN 8-INCH CEDAR TREE, ABOUT 40
 GB2154'YARDS WEST OF CENTER OF JUNCTION OF A DIRT ROAD SOUTHEAST, ABOUT
 GB2154'1 FOOT ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB2154'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2133 ***********************************************************************
 GB2133  DESIGNATION -  H 267
 GB2133  PID         -  GB2133
 GB2133  STATE/COUNTY-  KY/MONROE
 GB2133  USGS QUAD   -  SULPHUR LICK (1982)
 GB2133
 GB2133                         *CURRENT SURVEY CONTROL
 GB2133  ___________________________________________________________________
 GB2133* NAD 83(1986)-  36 47 21.     (N)    085 37 57.     (W)     SCALED    
 GB2133* NAVD 88     -       316.391  (meters)    1038.03   (feet)  ADJUSTED  
 GB2133  ___________________________________________________________________
 GB2133  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GB2133  DYNAMIC HT  -         316.130 (meters)    1037.17  (feet)  COMP
 GB2133  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 GB2133
 GB2133  VERT ORDER  -  SECOND    CLASS 0
 GB2133
 GB2133.The horizontal coordinates were scaled from a topographic map and have
 GB2133.an estimated accuracy of +/- 6 seconds.
 GB2133
 GB2133.The orthometric height was determined by differential leveling
 GB2133.and adjusted by the National Geodetic Survey in June 1991..
 GB2133
 GB2133.The geoid height was determined by GEOID03.
 GB2133
 GB2133.The dynamic height is computed by dividing the NAVD 88
 GB2133.geopotential number by the normal gravity value computed on the
 GB2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2133.degrees latitude (g = 980.6199 gals.).
 GB2133
 GB2133.The modeled gravity was interpolated from observed gravity values.
 GB2133
 GB2133;                    North         East    Units  Estimated Accuracy
 GB2133;SPC KY1Z     - 1,050,600.    1,510,490.      MT  (+/- 180 meters Scaled)
 GB2133
 GB2133                          SUPERSEDED SURVEY CONTROL
 GB2133
 GB2133  NGVD 29 (??/??/92)  316.521  (m)         1038.45   (f) ADJ UNCH    2 0
 GB2133
 GB2133.Superseded values are not recommended for survey control.
 GB2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2133.See file dsdata.txt to determine how the superseded data were derived.
 GB2133
 GB2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF220723(NAD 83)
 GB2133_MARKER: DB = BENCH MARK DISK
 GB2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2133_STAMPING: H 267 1951
 GB2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2133+STABILITY: SURFACE MOTION
 GB2133
 GB2133  HISTORY     - Date     Condition        Report By
 GB2133  HISTORY     - 1951     MONUMENTED       CGS
 GB2133
 GB2133                          STATION DESCRIPTION
 GB2133
 GB2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2133'9.9 MI NE FROM TOMPKINSVILLE.
 GB2133'ABOUT 6.65 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE COURT
 GB2133'HOUSE AT TOMPKINSVILLE, THENCE ABOUT 2.55 MILES EAST ALONG A
 GB2133'GRAVEL ROAD, THENCE ABOUT 0.7 MILE EAST ALONG A NARROW GRAVEL
 GB2133'ROAD, ABOUT 0.1 MILE SOUTH AND 0.7 MILE EAST OF PLEASANT HILL
 GB2133'CHURCH OF CHRIST AND CEMETERY, AT THE JUNCTION OF A ROAD NORTH,
 GB2133'20 FEET NORTHWEST OF CENTER LINE OF ROAD, 40 FEET WEST-NORTHWEST
 GB2133'OF CENTER OF JUNCTION, 1 FOOT SOUTHEAST OF A FENCE LINE, 104 FEET
 GB2133'NORTHEAST OF EAST CORNER OF A BARN, 87 FEET SOUTH OF SOUTHEAST
 GB2133'PORCH CORNER OF A FARM HOUSE, 49 1/2 FEET NORTHWEST AND ACROSS
 GB2133'ROAD FROM A POWER POLE WITH A TRANSFORMER, 2 FEET SOUTHWEST OF
 GB2133'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE
 GB2133'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2173 ***********************************************************************
 GB2173  DESIGNATION -  H 268
 GB2173  PID         -  GB2173
 GB2173  STATE/COUNTY-  KY/MONROE
 GB2173  USGS QUAD   -  VERNON (1981)
 GB2173
 GB2173                         *CURRENT SURVEY CONTROL
 GB2173  ___________________________________________________________________
 GB2173* NAD 83(1986)-  36 39 12.     (N)    085 35 48.     (W)     SCALED    
 GB2173* NAVD 88     -       309.203  (meters)    1014.44   (feet)  ADJUSTED  
 GB2173  ___________________________________________________________________
 GB2173  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB2173  DYNAMIC HT  -         308.944 (meters)    1013.59  (feet)  COMP
 GB2173  MODELED GRAV-     979,785.2   (mgal)                       NAVD 88
 GB2173
 GB2173  VERT ORDER  -  SECOND    CLASS 0
 GB2173
 GB2173.The horizontal coordinates were scaled from a topographic map and have
 GB2173.an estimated accuracy of +/- 6 seconds.
 GB2173
 GB2173.The orthometric height was determined by differential leveling
 GB2173.and adjusted by the National Geodetic Survey in June 1991..
 GB2173
 GB2173.The geoid height was determined by GEOID03.
 GB2173
 GB2173.The dynamic height is computed by dividing the NAVD 88
 GB2173.geopotential number by the normal gravity value computed on the
 GB2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2173.degrees latitude (g = 980.6199 gals.).
 GB2173
 GB2173.The modeled gravity was interpolated from observed gravity values.
 GB2173
 GB2173;                    North         East    Units  Estimated Accuracy
 GB2173;SPC KY1Z     - 1,035,530.    1,513,710.      MT  (+/- 180 meters Scaled)
 GB2173
 GB2173                          SUPERSEDED SURVEY CONTROL
 GB2173
 GB2173  NGVD 29 (??/??/92)  309.323  (m)         1014.84   (f) ADJ UNCH    2 0
 GB2173
 GB2173.Superseded values are not recommended for survey control.
 GB2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2173.See file dsdata.txt to determine how the superseded data were derived.
 GB2173
 GB2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF254573(NAD 83)
 GB2173_MARKER: DB = BENCH MARK DISK
 GB2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2173_STAMPING: H 268 1951
 GB2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2173+STABILITY: SURFACE MOTION
 GB2173
 GB2173  HISTORY     - Date     Condition        Report By
 GB2173  HISTORY     - 1951     MONUMENTED       CGS
 GB2173
 GB2173                          STATION DESCRIPTION
 GB2173
 GB2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2173'1.8 MI E FROM HESTAND.
 GB2173'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 216 FROM THE JUNCTION
 GB2173'OF STATE HIGHWAY 163 AT HESTAND, ABOUT 0.15 MILE EAST OF
 GB2173'JUNCTION OF A ROAD SOUTH TO BAILEY CEMETERY, ON THE OUTSIDE OF A
 GB2173'CURVE WITH TANGENTS EXTENDING EAST AND NORTHWEST, 36 FEET
 GB2173'SOUTH OF CENTER LINE OF HIGHWAY, 42 FEET EAST OF CENTER LINE
 GB2173'OF A DRIVE SOUTH TO BAILEYS RESIDENCE, 22 FEET WEST OF CENTER LINE
 GB2173'OF A DRIVE SOUTH TO A BARN, 28 1/2 FEET EAST-NORTHEAST OF THE
 GB2173'CENTER OF A WELL, 1 FOOT NORTH OF A WIRE FENCE, 3 1/2 FEET
 GB2173'EAST OF A FENCE CORNER, 2 FEET EAST OF A WHITE WOODEN WITNESS
 GB2173'POST, ABOUT 2 FEET BELOW HIGHWAY AND SET IN THE TOP OF A
 GB2173'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1049 ***********************************************************************
 GB1049  DESIGNATION -  H 269
 GB1049  PID         -  GB1049
 GB1049  STATE/COUNTY-  KY/MCCREARY
 GB1049  USGS QUAD   -  BARTHELL (1982)
 GB1049
 GB1049                         *CURRENT SURVEY CONTROL
 GB1049  ___________________________________________________________________
 GB1049* NAD 83(1986)-  36 40 43.     (N)    084 35 39.     (W)     SCALED    
 GB1049* NAVD 88     -       258.914  (meters)     849.45   (feet)  ADJUSTED  
 GB1049  ___________________________________________________________________
 GB1049  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB1049  DYNAMIC HT  -         258.706 (meters)     848.77  (feet)  COMP
 GB1049  MODELED GRAV-     979,822.3   (mgal)                       NAVD 88
 GB1049
 GB1049  VERT ORDER  -  SECOND    CLASS 0
 GB1049
 GB1049.The horizontal coordinates were scaled from a topographic map and have
 GB1049.an estimated accuracy of +/- 6 seconds.
 GB1049
 GB1049.The orthometric height was determined by differential leveling
 GB1049.and adjusted by the National Geodetic Survey in June 1991..
 GB1049
 GB1049.The geoid height was determined by GEOID03.
 GB1049
 GB1049.The dynamic height is computed by dividing the NAVD 88
 GB1049.geopotential number by the normal gravity value computed on the
 GB1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1049.degrees latitude (g = 980.6199 gals.).
 GB1049
 GB1049.The modeled gravity was interpolated from observed gravity values.
 GB1049
 GB1049;                    North         East    Units  Estimated Accuracy
 GB1049;SPC KY1Z     - 1,038,960.    1,603,320.      MT  (+/- 180 meters Scaled)
 GB1049
 GB1049                          SUPERSEDED SURVEY CONTROL
 GB1049
 GB1049  NGVD 29 (??/??/92)  259.057  (m)          849.92   (f) ADJ UNCH    2 0
 GB1049
 GB1049.Superseded values are not recommended for survey control.
 GB1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1049.See file dsdata.txt to determine how the superseded data were derived.
 GB1049
 GB1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF149619(NAD 83)
 GB1049_MARKER: DB = BENCH MARK DISK
 GB1049_SETTING: 80 = SET IN A BOULDER
 GB1049_SP_SET: BOULDER
 GB1049_STAMPING: H 269 1951 849.923
 GB1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1049+STABILITY: SURFACE MOTION
 GB1049
 GB1049  HISTORY     - Date     Condition        Report By
 GB1049  HISTORY     - 1951     MONUMENTED       CGS
 GB1049  HISTORY     - 1957     POOR             NGS
 GB1049
 GB1049                          STATION DESCRIPTION
 GB1049
 GB1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1049'2 MI SW FROM WHITE OAK JUNCTION.
 GB1049'ABOUT 2.05 MILES SOUTHWEST ALONG THE KENTUCKY AND TENNESSEE RAILROAD
 GB1049'FROM THE RAILROAD JUNCTION AT WHITE OAK JUNCTION, ABOUT 1.1 MILES
 GB1049'NORTHEAST OF WINCHESTER CEMETERY, ABOUT 570 YARDS SOUTHWEST OF
 GB1049'SOUTHWEST END OF TRESTLE OVER ROCK CREEK, 11 FEET NORTH-NORTHWEST
 GB1049'OF NORTH-NORTHWEST RAIL, SET VERTICALLY IN THE SOUTHEAST FACE OF
 GB1049'A LARGE PARTLY EMBEDDED BOULDER, ABOUT 7 FEET WEST OF EAST END
 GB1049'OF BOULDER AND ABOUT 4 FEET ABOVE LEVEL OF TRACK.
 GB1049
 GB1049                          STATION RECOVERY (1957)
 GB1049
 GB1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1049'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1519 ***********************************************************************
 GA1519  DESIGNATION -  H 27
 GA1519  PID         -  GA1519
 GA1519  STATE/COUNTY-  KY/HARLAN
 GA1519  USGS QUAD   -  HARLAN (1978)
 GA1519
 GA1519                         *CURRENT SURVEY CONTROL
 GA1519  ___________________________________________________________________
 GA1519* NAD 83(1986)-  36 48 22.     (N)    083 16 10.     (W)     SCALED    
 GA1519* NAVD 88     -       379.029  (meters)    1243.53   (feet)  ADJUSTED  
 GA1519  ___________________________________________________________________
 GA1519  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1519  DYNAMIC HT  -         378.699 (meters)    1242.45  (feet)  COMP
 GA1519  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 GA1519
 GA1519  VERT ORDER  -  SECOND    CLASS 0
 GA1519
 GA1519.The horizontal coordinates were scaled from a topographic map and have
 GA1519.an estimated accuracy of +/- 6 seconds.
 GA1519
 GA1519.The orthometric height was determined by differential leveling
 GA1519.and adjusted by the National Geodetic Survey in June 1991..
 GA1519
 GA1519.The geoid height was determined by GEOID03.
 GA1519
 GA1519.The dynamic height is computed by dividing the NAVD 88
 GA1519.geopotential number by the normal gravity value computed on the
 GA1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1519.degrees latitude (g = 980.6199 gals.).
 GA1519
 GA1519.The modeled gravity was interpolated from observed gravity values.
 GA1519
 GA1519;                    North         East    Units  Estimated Accuracy
 GA1519;SPC KY1Z     - 1,055,420.    1,721,350.      MT  (+/- 180 meters Scaled)
 GA1519
 GA1519                          SUPERSEDED SURVEY CONTROL
 GA1519
 GA1519  NGVD 29 (??/??/92)  379.169  (m)         1243.99   (f) ADJ UNCH    2 0
 GA1519
 GA1519.Superseded values are not recommended for survey control.
 GA1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1519.See file dsdata.txt to determine how the superseded data were derived.
 GA1519
 GA1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA975757(NAD 83)
 GA1519_MARKER: DB = BENCH MARK DISK
 GA1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1519_STAMPING: H 27 1934 1243.990
 GA1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1519+STABILITY: SURFACE MOTION
 GA1519
 GA1519  HISTORY     - Date     Condition        Report By
 GA1519  HISTORY     - 1934     MONUMENTED       CGS
 GA1519  HISTORY     - 1953     GOOD             NGS
 GA1519  HISTORY     - 1956     GOOD             NGS
 GA1519  HISTORY     - 20010515 MARK NOT FOUND   KYDT
 GA1519
 GA1519                          STATION DESCRIPTION
 GA1519
 GA1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GA1519'6.1 MI SE FROM HARLAN.
 GA1519'ABOUT 6.1 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GA1519'RAILROAD FROM THE STATION AT HARLAN, AT GLIDDEN, 77 YARDS SOUTH
 GA1519'OF A SIGNAL AND TELEGRAPH OPERATORS WINDOW AT GLIDDEN RAILROAD
 GA1519'STATION, AT A PRIVATE GRADE CROSSING, 71 FEET EAST OF EAST RAIL
 GA1519'OF MAIN TRACK, 56 1/2 FEET EAST OF EAST RAIL OF EAST TRACK, 1 1/2
 GA1519'FEET WEST OF A FENCE LINE, 108 1/2 FEET WEST OF CENTER LINE OF U.S.
 GA1519'HIGHWAY 421, ABOUT 110 YARDS NORTH OF A RAILROAD CULVERT FOR
 GA1519'TURTLE CREEK, 36 FEET NORTH OF CENTER OF PRIVATE ROAD, ABOUT 1
 GA1519'FOOT BELOW THE TOP OF RAIL AND SET IN THE TOP OF A CONCRETE
 GA1519'POST PROJECTING 5 INCHES.
 GA1519
 GA1519                          STATION RECOVERY (1956)
 GA1519
 GA1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1519'RECOVERED IN GOOD CONDITION.
 GA1519
 GA1519                          STATION RECOVERY (2001)
 GA1519
 GA1519'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1035 ***********************************************************************
 GB1035  DESIGNATION -  H 270
 GB1035  PID         -  GB1035
 GB1035  STATE/COUNTY-  KY/MCCREARY
 GB1035  USGS QUAD   -  BARTHELL (1982)
 GB1035
 GB1035                         *CURRENT SURVEY CONTROL
 GB1035  ___________________________________________________________________
 GB1035* NAD 83(1986)-  36 42 57.     (N)    084 31 17.     (W)     SCALED    
 GB1035* NAVD 88     -       371.252  (meters)    1218.02   (feet)  ADJUSTED  
 GB1035  ___________________________________________________________________
 GB1035  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GB1035  DYNAMIC HT  -         370.953 (meters)    1217.04  (feet)  COMP
 GB1035  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GB1035
 GB1035  VERT ORDER  -  SECOND    CLASS 0
 GB1035
 GB1035.The horizontal coordinates were scaled from a topographic map and have
 GB1035.an estimated accuracy of +/- 6 seconds.
 GB1035
 GB1035.The orthometric height was determined by differential leveling
 GB1035.and adjusted by the National Geodetic Survey in June 1991..
 GB1035
 GB1035.The geoid height was determined by GEOID03.
 GB1035
 GB1035.The dynamic height is computed by dividing the NAVD 88
 GB1035.geopotential number by the normal gravity value computed on the
 GB1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1035.degrees latitude (g = 980.6199 gals.).
 GB1035
 GB1035.The modeled gravity was interpolated from observed gravity values.
 GB1035
 GB1035;                    North         East    Units  Estimated Accuracy
 GB1035;SPC KY1Z     - 1,043,180.    1,609,780.      MT  (+/- 180 meters Scaled)
 GB1035
 GB1035                          SUPERSEDED SURVEY CONTROL
 GB1035
 GB1035  NGVD 29 (??/??/92)  371.393  (m)         1218.48   (f) ADJ UNCH    2 0
 GB1035
 GB1035.Superseded values are not recommended for survey control.
 GB1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1035.See file dsdata.txt to determine how the superseded data were derived.
 GB1035
 GB1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF213662(NAD 83)
 GB1035_MARKER: DB = BENCH MARK DISK
 GB1035_SETTING: 66 = SET IN ROCK OUTCROP
 GB1035_SP_SET: ROCK CLIFF
 GB1035_STAMPING: H 270 1951 1218.479
 GB1035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1035+STABILITY: POSITION/ELEVATION WELL
 GB1035
 GB1035  HISTORY     - Date     Condition        Report By
 GB1035  HISTORY     - 1951     MONUMENTED       CGS
 GB1035  HISTORY     - 1957     GOOD             NGS
 GB1035
 GB1035                          STATION DESCRIPTION
 GB1035
 GB1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1035'0.9 MI E FROM HILL TOP.
 GB1035'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 GB1035'AT HILL TOP, 50 FEET SOUTH OF CENTER LINE OF HIGHWAY, ABOUT 63
 GB1035'YARDS WEST ALONG HIGHWAY FROM THE SOUTHWEST CORNER OF A CEMETERY,
 GB1035'NEAR THE WEST END OF A LOW ROCK CUT, IN THE TOP OF SOLID ROCK
 GB1035'OF ROUNDED SOUTH EDGE OF A HIGH ROCK CLIFF, ABOUT 5 YARDS WEST
 GB1035'OF CENTER OF PART OF CLIFF WHICH EXTENDS FARTHEST SOUTH AND ABOUT
 GB1035'2 FEET BELOW LEVEL OF HIGHWAY.
 GB1035
 GB1035                          STATION RECOVERY (1957)
 GB1035
 GB1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0683 ***********************************************************************
 GY0683  DESIGNATION -  H 271
 GY0683  PID         -  GY0683
 GY0683  STATE/COUNTY-  KY/PIKE
 GY0683  USGS QUAD   -  JAMBOREE (1977)
 GY0683
 GY0683                         *CURRENT SURVEY CONTROL
 GY0683  ___________________________________________________________________
 GY0683* NAD 83(1986)-  37 29 23.     (N)    082 14 16.     (W)     SCALED    
 GY0683* NAVD 88     -       510.239  (meters)    1674.01   (feet)  ADJUSTED  
 GY0683  ___________________________________________________________________
 GY0683  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GY0683  DYNAMIC HT  -         509.844 (meters)    1672.71  (feet)  COMP
 GY0683  MODELED GRAV-     979,838.4   (mgal)                       NAVD 88
 GY0683
 GY0683  VERT ORDER  -  SECOND    CLASS 0
 GY0683
 GY0683.The horizontal coordinates were scaled from a topographic map and have
 GY0683.an estimated accuracy of +/- 6 seconds.
 GY0683
 GY0683.The orthometric height was determined by differential leveling
 GY0683.and adjusted by the National Geodetic Survey in June 1991..
 GY0683
 GY0683.The geoid height was determined by GEOID03.
 GY0683
 GY0683.The dynamic height is computed by dividing the NAVD 88
 GY0683.geopotential number by the normal gravity value computed on the
 GY0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0683.degrees latitude (g = 980.6199 gals.).
 GY0683
 GY0683.The modeled gravity was interpolated from observed gravity values.
 GY0683
 GY0683;                    North         East    Units  Estimated Accuracy
 GY0683;SPC KY1Z     - 1,134,180.    1,810,520.      MT  (+/- 180 meters Scaled)
 GY0683
 GY0683                          SUPERSEDED SURVEY CONTROL
 GY0683
 GY0683  NGVD 29 (??/??/92)  510.442  (m)         1674.68   (f) ADJ UNCH    2 0
 GY0683
 GY0683.Superseded values are not recommended for survey control.
 GY0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0683.See file dsdata.txt to determine how the superseded data were derived.
 GY0683
 GY0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB905499(NAD 83)
 GY0683_MARKER: DB = BENCH MARK DISK
 GY0683_SETTING: 66 = SET IN ROCK OUTCROP
 GY0683_SP_SET: ROCK CUT
 GY0683_STAMPING: H 271 1952 1674.675
 GY0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0683+STABILITY: POSITION/ELEVATION WELL
 GY0683
 GY0683  HISTORY     - Date     Condition        Report By
 GY0683  HISTORY     - 1952     MONUMENTED       CGS
 GY0683  HISTORY     - 1956     POOR             NGS
 GY0683
 GY0683                          STATION DESCRIPTION
 GY0683
 GY0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0683'3.6 MI W FROM COLEMAN.
 GY0683'3.6 MILES WEST ALONG STATE HIGHWAY 632 FROM THE SCHOOL AT COLEMAN,
 GY0683'0.25 MILE WEST OF THE TOP OF A GRADE AND THRU CUT, ABOUT 50 YARDS
 GY0683'NORTHWEST OF A CURVE WITH TANGENTS EXTENDING NORTHWEST AND EAST,
 GY0683'SET IN THE TOP OF A SMALL SHELF AT THE BOTTOM OF A ROCK CUT, 19
 GY0683'FEET NORTHEAST OF THE CENTER OF HIGHWAY, 30 FEET SOUTHEAST OF
 GY0683'NORTHWEST END OF CUT, 4 FEET NORTHWEST AND ABOUT 1.5 FEET BELOW
 GY0683'A 9-INCH TRIANGLE CHISELED IN THE FACE OF LEDGE AND ABOUT 1 FOOT
 GY0683'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1625 ***********************************************************************
 GA1625  DESIGNATION -  H 272
 GA1625  PID         -  GA1625
 GA1625  STATE/COUNTY-  KY/LESLIE
 GA1625  USGS QUAD   -  HELTON (1983)
 GA1625
 GA1625                         *CURRENT SURVEY CONTROL
 GA1625  ___________________________________________________________________
 GA1625* NAD 83(1986)-  36 54 01.     (N)    083 27 39.     (W)     SCALED    
 GA1625* NAVD 88     -       497.160  (meters)    1631.10   (feet)  ADJUSTED  
 GA1625  ___________________________________________________________________
 GA1625  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA1625  DYNAMIC HT  -         496.740 (meters)    1629.72  (feet)  COMP
 GA1625  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GA1625
 GA1625  VERT ORDER  -  SECOND    CLASS 0
 GA1625
 GA1625.The horizontal coordinates were scaled from a topographic map and have
 GA1625.an estimated accuracy of +/- 6 seconds.
 GA1625
 GA1625.The orthometric height was determined by differential leveling
 GA1625.and adjusted by the National Geodetic Survey in June 1991..
 GA1625
 GA1625.The geoid height was determined by GEOID03.
 GA1625
 GA1625.The dynamic height is computed by dividing the NAVD 88
 GA1625.geopotential number by the normal gravity value computed on the
 GA1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1625.degrees latitude (g = 980.6199 gals.).
 GA1625
 GA1625.The modeled gravity was interpolated from observed gravity values.
 GA1625
 GA1625;                    North         East    Units  Estimated Accuracy
 GA1625;SPC KY1Z     - 1,065,430.    1,704,020.      MT  (+/- 180 meters Scaled)
 GA1625
 GA1625                          SUPERSEDED SURVEY CONTROL
 GA1625
 GA1625  NGVD 29 (??/??/92)  497.310  (m)         1631.59   (f) ADJ UNCH    2 0
 GA1625
 GA1625.Superseded values are not recommended for survey control.
 GA1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1625.See file dsdata.txt to determine how the superseded data were derived.
 GA1625
 GA1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA807866(NAD 83)
 GA1625_MARKER: DB = BENCH MARK DISK
 GA1625_SETTING: 66 = SET IN ROCK OUTCROP
 GA1625_SP_SET: OUTCROP
 GA1625_STAMPING: H 272 1952 1631.591
 GA1625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1625+STABILITY: POSITION/ELEVATION WELL
 GA1625
 GA1625  HISTORY     - Date     Condition        Report By
 GA1625  HISTORY     - 1952     MONUMENTED       CGS
 GA1625  HISTORY     - 1957     GOOD             NGS
 GA1625
 GA1625                          STATION DESCRIPTION
 GA1625
 GA1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1625'AT SAYLOR.
 GA1625'AT SAYLOR, ABOUT 0.1 MILE NORTHEAST ALONG A GRAVEL ROAD FROM POST
 GA1625'OFFICE, ON THE EAST SIDE OF A SMALL RAVINE LEADING NORTH FROM
 GA1625'ROAD, IN THE TOP OF A LONG SLOPING OUTCROP OF ROCK, 36 FEET NORTH
 GA1625'OF CENTER LINE OF ROAD, 5 FEET NORTH OF SOUTH END OF OUTCROP AND
 GA1625'ABOUT 15 FEET ABOVE LEVEL OF ROAD.
 GA1625
 GA1625                          STATION RECOVERY (1957)
 GA1625
 GA1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2318 ***********************************************************************
 GY2318  DESIGNATION -  H 276
 GY2318  PID         -  GY2318
 GY2318  STATE/COUNTY-  KY/LESLIE
 GY2318  USGS QUAD   -  HOSKINSTON (1980)
 GY2318
 GY2318                         *CURRENT SURVEY CONTROL
 GY2318  ___________________________________________________________________
 GY2318* NAD 83(1986)-  37 04 26.     (N)    083 22 46.     (W)     SCALED    
 GY2318* NAVD 88     -       294.025  (meters)     964.65   (feet)  ADJUSTED  
 GY2318  ___________________________________________________________________
 GY2318  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GY2318  DYNAMIC HT  -         293.787 (meters)     963.87  (feet)  COMP
 GY2318  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 GY2318
 GY2318  VERT ORDER  -  SECOND    CLASS 0
 GY2318
 GY2318.The horizontal coordinates were scaled from a topographic map and have
 GY2318.an estimated accuracy of +/- 6 seconds.
 GY2318
 GY2318.The orthometric height was determined by differential leveling
 GY2318.and adjusted by the National Geodetic Survey in June 1991..
 GY2318
 GY2318.The geoid height was determined by GEOID03.
 GY2318
 GY2318.The dynamic height is computed by dividing the NAVD 88
 GY2318.geopotential number by the normal gravity value computed on the
 GY2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2318.degrees latitude (g = 980.6199 gals.).
 GY2318
 GY2318.The modeled gravity was interpolated from observed gravity values.
 GY2318
 GY2318;                    North         East    Units  Estimated Accuracy
 GY2318;SPC KY1Z     - 1,084,870.    1,710,780.      MT  (+/- 180 meters Scaled)
 GY2318
 GY2318                          SUPERSEDED SURVEY CONTROL
 GY2318
 GY2318  NGVD 29 (??/??/92)  294.185  (m)          965.17   (f) ADJ UNCH    2 0
 GY2318
 GY2318.Superseded values are not recommended for survey control.
 GY2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2318.See file dsdata.txt to determine how the superseded data were derived.
 GY2318
 GY2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB884057(NAD 83)
 GY2318_MARKER: DB = BENCH MARK DISK
 GY2318_SETTING: 66 = SET IN ROCK OUTCROP
 GY2318_SP_SET: ROCK OUTCROP
 GY2318_STAMPING: H 276 1952 965.172
 GY2318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2318+STABILITY: POSITION/ELEVATION WELL
 GY2318
 GY2318  HISTORY     - Date     Condition        Report By
 GY2318  HISTORY     - 1952     MONUMENTED       CGS
 GY2318  HISTORY     - 1956     GOOD             NGS
 GY2318
 GY2318                          STATION DESCRIPTION
 GY2318
 GY2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2318'1 MI SE FROM HOSKINSTON.
 GY2318'ABOUT 1.0 MILE SOUTHEAST ALONG A ROAD FOLLOWING GREASY CREEK
 GY2318'FROM THE SCHOOL AND JUNCTION OF U.S. HIGHWAY 421 AT HOSKINSTON,
 GY2318'ABOUT 0.85 MILE SOUTHEAST OF CONFLUENCE OF GREASY CREEK AND
 GY2318'MIDDLE FORK OF KENTUCKY RIVER, ABOUT 0.8 MILE NORTHWEST OF A
 GY2318'ROCK CLIFF HANGING OVER ROAD, ABOUT 75 YARDS SOUTHEAST OF A
 GY2318'DRIVE SOUTH TO AN UNPAINTED FARM HOUSE, IN THE TOP OF THE EAST
 GY2318'CORNER OF A LARGE OUTCROP OF ROCK, 18 FEET SOUTHWEST OF CENTER
 GY2318'LINE OF ROAD, 88 FEET EAST OF EAST CORNER OF HOUSE AND ABOUT 1
 GY2318'FOOT BELOW LEVEL OF ROAD.
 GY2318
 GY2318                          STATION RECOVERY (1956)
 GY2318
 GY2318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1673 ***********************************************************************
 GA1673  DESIGNATION -  H 277
 GA1673  PID         -  GA1673
 GA1673  STATE/COUNTY-  KY/LESLIE
 GA1673  USGS QUAD   -  BLEDSOE (1980)
 GA1673
 GA1673                         *CURRENT SURVEY CONTROL
 GA1673  ___________________________________________________________________
 GA1673* NAD 83(1986)-  36 58 28.     (N)    083 16 53.     (W)     SCALED    
 GA1673* NAVD 88     -       356.226  (meters)    1168.72   (feet)  ADJUSTED  
 GA1673  ___________________________________________________________________
 GA1673  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA1673  DYNAMIC HT  -         355.921 (meters)    1167.72  (feet)  COMP
 GA1673  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 GA1673
 GA1673  VERT ORDER  -  SECOND    CLASS 0
 GA1673
 GA1673.The horizontal coordinates were scaled from a topographic map and have
 GA1673.an estimated accuracy of +/- 6 seconds.
 GA1673
 GA1673.The orthometric height was determined by differential leveling
 GA1673.and adjusted by the National Geodetic Survey in June 1991..
 GA1673
 GA1673.The geoid height was determined by GEOID03.
 GA1673
 GA1673.The dynamic height is computed by dividing the NAVD 88
 GA1673.geopotential number by the normal gravity value computed on the
 GA1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1673.degrees latitude (g = 980.6199 gals.).
 GA1673
 GA1673.The modeled gravity was interpolated from observed gravity values.
 GA1673
 GA1673;                    North         East    Units  Estimated Accuracy
 GA1673;SPC KY1Z     - 1,074,060.    1,719,790.      MT  (+/- 180 meters Scaled)
 GA1673
 GA1673                          SUPERSEDED SURVEY CONTROL
 GA1673
 GA1673  NGVD 29 (??/??/92)  356.373  (m)         1169.20   (f) ADJ UNCH    2 0
 GA1673
 GA1673.Superseded values are not recommended for survey control.
 GA1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1673.See file dsdata.txt to determine how the superseded data were derived.
 GA1673
 GA1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA969944(NAD 83)
 GA1673_MARKER: DB = BENCH MARK DISK
 GA1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1673_STAMPING: H 277 1952 1169.200
 GA1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1673+STABILITY: SURFACE MOTION
 GA1673
 GA1673  HISTORY     - Date     Condition        Report By
 GA1673  HISTORY     - 1952     MONUMENTED       CGS
 GA1673  HISTORY     - 1956     POOR             NGS
 GA1673  HISTORY     - 1977     MARK NOT FOUND   USGS
 GA1673
 GA1673                          STATION DESCRIPTION
 GA1673
 GA1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1673'1.2 MI SE FROM NAPIER.
 GA1673'ABOUT 1.2 MILES SOUTHEAST ALONG A ROAD FOLLOWING GREASY CREEK
 GA1673'FROM THE POST OFFICE AT NAPIER, ABOUT 0.2 MILE NORTH OF AN OLD
 GA1673'CHURCH, AT THE SOUTHEAST END OF A LARGE CLEARING, AT A POINT
 GA1673'WHERE ROAD FORDS CREEK, 39 FEET NORTHEAST OF CENTER LINE OF ROAD,
 GA1673'30 1/2 FEET NORTH OF A 12-INCH PERSIMMON TREE, 7 1/2 FEET
 GA1673'NORTH-NORTHEAST OF A 6-INCH SYCAMORE TREE, 15 FEET NORTHWEST OF
 GA1673'A SMALL CEDAR TREE ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE
 GA1673'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GA1673
 GA1673                          STATION RECOVERY (1956)
 GA1673
 GA1673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1673'MARK RECOVERED IN POOR CONDITION.
 GA1673
 GA1673                          STATION RECOVERY (1977)
 GA1673
 GA1673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GA1673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1106 ***********************************************************************
 GY1106  DESIGNATION -  H 278
 GY1106  PID         -  GY1106
 GY1106  STATE/COUNTY-  KY/FLOYD
 GY1106  USGS QUAD   -  MC DOWELL (1992)
 GY1106
 GY1106                         *CURRENT SURVEY CONTROL
 GY1106  ___________________________________________________________________
 GY1106* NAD 83(1986)-  37 22 32.     (N)    082 40 36.     (W)     SCALED    
 GY1106* NAVD 88     -       344.538  (meters)    1130.37   (feet)  ADJUSTED  
 GY1106  ___________________________________________________________________
 GY1106  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GY1106  DYNAMIC HT  -         344.263 (meters)    1129.47  (feet)  COMP
 GY1106  MODELED GRAV-     979,820.8   (mgal)                       NAVD 88
 GY1106
 GY1106  VERT ORDER  -  SECOND    CLASS 0
 GY1106
 GY1106.The horizontal coordinates were scaled from a topographic map and have
 GY1106.an estimated accuracy of +/- 6 seconds.
 GY1106
 GY1106.The orthometric height was determined by differential leveling
 GY1106.and adjusted by the National Geodetic Survey in June 1991..
 GY1106
 GY1106.The geoid height was determined by GEOID03.
 GY1106
 GY1106.The dynamic height is computed by dividing the NAVD 88
 GY1106.geopotential number by the normal gravity value computed on the
 GY1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1106.degrees latitude (g = 980.6199 gals.).
 GY1106
 GY1106.The modeled gravity was interpolated from observed gravity values.
 GY1106
 GY1106;                    North         East    Units  Estimated Accuracy
 GY1106;SPC KY1Z     - 1,120,150.    1,772,150.      MT  (+/- 180 meters Scaled)
 GY1106
 GY1106                          SUPERSEDED SURVEY CONTROL
 GY1106
 GY1106  NGVD 29 (??/??/92)  344.715  (m)         1130.95   (f) ADJ UNCH    2 0
 GY1106
 GY1106.Superseded values are not recommended for survey control.
 GY1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1106.See file dsdata.txt to determine how the superseded data were derived.
 GY1106
 GY1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB515378(NAD 83)
 GY1106_MARKER: DB = BENCH MARK DISK
 GY1106_SETTING: 66 = SET IN ROCK OUTCROP
 GY1106_SP_SET: ROCK CUT
 GY1106_STAMPING: H 278 1953 1130.952
 GY1106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1106+STABILITY: POSITION/ELEVATION WELL
 GY1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1106+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 GY1106
 GY1106  HISTORY     - Date     Condition        Report By
 GY1106  HISTORY     - 1953     MONUMENTED       CGS
 GY1106  HISTORY     - 1956     GOOD             NGS
 GY1106  HISTORY     - 20040330 GOOD             KYDT
 GY1106
 GY1106                          STATION DESCRIPTION
 GY1106
 GY1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1106'2.2 MI SW FROM BEAVER.
 GY1106'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 979 FROM THE SCHOOL AT
 GY1106'BEAVER, 0.4 MILE WEST OF THE TOP OF GRADE AND LIGON SCHOOL, 3.5
 GY1106'MILES EAST ALONG STATE HIGHWAY 979 FROM THE JUNCTION OF STATE
 GY1106'HIGHWAY 122 AT HI HAT, SET VERTICALLY IN THE WEST FACE OF A 5-FOOT
 GY1106'HIGH ROCK IN ROCK CUT, 16 FEET EAST OF THE CENTER LINE OF
 GY1106'HIGHWAY, 25 YARDS NORTH OF THE JUNCTION OF A ROAD SOUTH AND DOWN
 GY1106'HILL TO A COAL TIPPLE OF THE C. AND O. RR., EAST NORTHEAST AND
 GY1106'ACROSS HIGHWAY AND TRACK FROM COAL TIPPLE, AND ABOUT 2 1/2 FEET
 GY1106'ABOVE LEVEL OF HIGHWAY.
 GY1106
 GY1106                          STATION RECOVERY (2004)
 GY1106
 GY1106'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1106'MARK IS 15 YARDS NORTH OF JUNCTION OF ROAD SOUTH AND DIRECTLY EAST AND
 GY1106'ACROSS ROAD FROM A POWER POLE WITH TRANSFORMER NO. 184-63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1078 ***********************************************************************
 GY1078  DESIGNATION -  H 279
 GY1078  PID         -  GY1078
 GY1078  STATE/COUNTY-  KY/FLOYD
 GY1078  USGS QUAD   -  WHEELWRIGHT (1992)
 GY1078
 GY1078                         *CURRENT SURVEY CONTROL
 GY1078  ___________________________________________________________________
 GY1078* NAD 83(1986)-  37 19 08.     (N)    082 41 02.     (W)     SCALED    
 GY1078* NAVD 88     -       374.825  (meters)    1229.74   (feet)  ADJUSTED  
 GY1078  ___________________________________________________________________
 GY1078  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GY1078  DYNAMIC HT  -         374.521 (meters)    1228.74  (feet)  COMP
 GY1078  MODELED GRAV-     979,810.0   (mgal)                       NAVD 88
 GY1078
 GY1078  VERT ORDER  -  SECOND    CLASS 0
 GY1078
 GY1078.The horizontal coordinates were scaled from a topographic map and have
 GY1078.an estimated accuracy of +/- 6 seconds.
 GY1078
 GY1078.The orthometric height was determined by differential leveling
 GY1078.and adjusted by the National Geodetic Survey in June 1991..
 GY1078
 GY1078.The geoid height was determined by GEOID03.
 GY1078
 GY1078.The dynamic height is computed by dividing the NAVD 88
 GY1078.geopotential number by the normal gravity value computed on the
 GY1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1078.degrees latitude (g = 980.6199 gals.).
 GY1078
 GY1078.The modeled gravity was interpolated from observed gravity values.
 GY1078
 GY1078;                    North         East    Units  Estimated Accuracy
 GY1078;SPC KY1Z     - 1,113,850.    1,771,710.      MT  (+/- 180 meters Scaled)
 GY1078
 GY1078                          SUPERSEDED SURVEY CONTROL
 GY1078
 GY1078  NGVD 29 (??/??/92)  374.995  (m)         1230.30   (f) ADJ UNCH    2 0
 GY1078
 GY1078.Superseded values are not recommended for survey control.
 GY1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1078.See file dsdata.txt to determine how the superseded data were derived.
 GY1078
 GY1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB507315(NAD 83)
 GY1078_MARKER: DB = BENCH MARK DISK
 GY1078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1078_SP_SET: WALL
 GY1078_STAMPING: H 279 1953 1230.296
 GY1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1078
 GY1078  HISTORY     - Date     Condition        Report By
 GY1078  HISTORY     - 1953     MONUMENTED       CGS
 GY1078  HISTORY     - 1956     GOOD             NGS
 GY1078
 GY1078                          STATION DESCRIPTION
 GY1078
 GY1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1078'1.1 MI SE FROM WEEKSBURY.
 GY1078'1.1 MILES SOUTHEAST ALONG A ROAD FOLLOWING CALEB FORK FROM THE
 GY1078'BRIDGE OVER CALEB FORK AT WEEKSBURY, 0.15 MILE SOUTH OF A TALL
 GY1078'CONCRETE SMOKE STACK AND AN ABANDONED CONCRETE BUILDING, 0.3
 GY1078'MILE NORTH OF FORK IN ROAD AND A GROUP OF BRICK SHOP BUILDINGS,
 GY1078'38 YARDS NORTH OF JUNCTION OF ROAD WEST OVER A WOODEN BRIDGE, SET
 GY1078'IN THE TOP AND 9 FEET SOUTH OF THE NORTH END OF A 30-FOOT
 GY1078'CONCRETE RETAINING WALL ON WEST SIDE OF CALEB FORK, 25 FEET
 GY1078'WEST OF THE CENTER OF ROAD, 8 FEET WEST OF CENTER OF CALEB FORK
 GY1078'AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0997 ***********************************************************************
 GY0997  DESIGNATION -  H 28
 GY0997  PID         -  GY0997
 GY0997  STATE/COUNTY-  KY/LETCHER
 GY0997  USGS QUAD   -  WHITESBURG (1978)
 GY0997
 GY0997                         *CURRENT SURVEY CONTROL
 GY0997  ___________________________________________________________________
 GY0997* NAD 83(1986)-  37 01 51.     (N)    082 51 48.     (W)     SCALED    
 GY0997* NAVD 88     -       483.116  (meters)    1585.02   (feet)  ADJUSTED  
 GY0997  ___________________________________________________________________
 GY0997  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GY0997  DYNAMIC HT  -         482.688 (meters)    1583.62  (feet)  COMP
 GY0997  MODELED GRAV-     979,729.8   (mgal)                       NAVD 88
 GY0997
 GY0997  VERT ORDER  -  SECOND    CLASS 0
 GY0997
 GY0997.The horizontal coordinates were scaled from a topographic map and have
 GY0997.an estimated accuracy of +/- 6 seconds.
 GY0997
 GY0997.The orthometric height was determined by differential leveling
 GY0997.and adjusted by the National Geodetic Survey in June 1991..
 GY0997
 GY0997.The geoid height was determined by GEOID03.
 GY0997
 GY0997.The dynamic height is computed by dividing the NAVD 88
 GY0997.geopotential number by the normal gravity value computed on the
 GY0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0997.degrees latitude (g = 980.6199 gals.).
 GY0997
 GY0997.The modeled gravity was interpolated from observed gravity values.
 GY0997
 GY0997;                    North         East    Units  Estimated Accuracy
 GY0997;SPC KY1Z     - 1,081,390.    1,756,810.      MT  (+/- 180 meters Scaled)
 GY0997
 GY0997                          SUPERSEDED SURVEY CONTROL
 GY0997
 GY0997  NGVD 29 (??/??/92)  483.236  (m)         1585.42   (f) ADJ UNCH    2 0
 GY0997
 GY0997.Superseded values are not recommended for survey control.
 GY0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0997.See file dsdata.txt to determine how the superseded data were derived.
 GY0997
 GY0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA342999(NAD 83)
 GY0997_MARKER: DB = BENCH MARK DISK
 GY0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0997_STAMPING: H 28 1934 1585.417
 GY0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0997+STABILITY: SURFACE MOTION
 GY0997
 GY0997  HISTORY     - Date     Condition        Report By
 GY0997  HISTORY     - 1934     MONUMENTED       CGS
 GY0997  HISTORY     - 1956     POOR             NGS
 GY0997
 GY0997                          STATION DESCRIPTION
 GY0997
 GY0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0997'4.9 MI SW FROM OVEN FORK.
 GY0997'4.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION OF
 GY0997'STATE HIGHWAY 806 LEADING SOUTH TO EOLIA AT OVEN FORK, 0.05
 GY0997'MILE SOUTHWEST OF A CHURCH AND CEMETERY, 30 FEET SOUTHWEST OF A
 GY0997'LOG HOUSE, 30 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, 9
 GY0997'FEET WEST OF THE WEST ONE OF A ROW OF POPLAR TREES, 1 FOOT EAST
 GY0997'OF FENCE LINE, ABOUT 1.5 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2825 ***********************************************************************
 GA2825  DESIGNATION -  H 280
 GA2825  PID         -  GA2825
 GA2825  STATE/COUNTY-  KY/CLAY
 GA2825  USGS QUAD   -  SCALF (1979)
 GA2825
 GA2825                         *CURRENT SURVEY CONTROL
 GA2825  ___________________________________________________________________
 GA2825* NAD 83(1986)-  36 59 48.     (N)    083 37 51.     (W)     SCALED    
 GA2825* NAVD 88     -       312.100  (meters)    1023.95   (feet)  ADJUSTED  
 GA2825  ___________________________________________________________________
 GA2825  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2825  DYNAMIC HT  -         311.843 (meters)    1023.10  (feet)  COMP
 GA2825  MODELED GRAV-     979,799.6   (mgal)                       NAVD 88
 GA2825
 GA2825  VERT ORDER  -  SECOND    CLASS 0
 GA2825
 GA2825.The horizontal coordinates were scaled from a topographic map and have
 GA2825.an estimated accuracy of +/- 6 seconds.
 GA2825
 GA2825.The orthometric height was determined by differential leveling
 GA2825.and adjusted by the National Geodetic Survey in June 1991..
 GA2825
 GA2825.The geoid height was determined by GEOID03.
 GA2825
 GA2825.The dynamic height is computed by dividing the NAVD 88
 GA2825.geopotential number by the normal gravity value computed on the
 GA2825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2825.degrees latitude (g = 980.6199 gals.).
 GA2825
 GA2825.The modeled gravity was interpolated from observed gravity values.
 GA2825
 GA2825;                    North         East    Units  Estimated Accuracy
 GA2825;SPC KY1Z     - 1,075,760.    1,688,630.      MT  (+/- 180 meters Scaled)
 GA2825
 GA2825                          SUPERSEDED SURVEY CONTROL
 GA2825
 GA2825  NGVD 29 (??/??/92)  312.254  (m)         1024.45   (f) ADJ UNCH    2 0
 GA2825
 GA2825.Superseded values are not recommended for survey control.
 GA2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2825.See file dsdata.txt to determine how the superseded data were derived.
 GA2825
 GA2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA658977(NAD 83)
 GA2825_MARKER: DB = BENCH MARK DISK
 GA2825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2825_SP_SET: CULVERT
 GA2825_STAMPING: H 280 1952 1024.453
 GA2825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2825
 GA2825  HISTORY     - Date     Condition        Report By
 GA2825  HISTORY     - 1952     MONUMENTED       CGS
 GA2825  HISTORY     - 1957     POOR             NGS
 GA2825
 GA2825                          STATION DESCRIPTION
 GA2825
 GA2825'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA2825'2.8 MI SE FROM BRIGHTSHADE.
 GA2825'2.75 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GA2825'BRIGHTSHADE, ABOUT 0.5 MILE SOUTHEAST OF ASHERS FORK SCHOOL, IN
 GA2825'THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF A 12-FOOT CONCRETE
 GA2825'CULVERT OVER HURRICANE BRANCH, 12 FEET EAST OF CENTER LINE OF
 GA2825'ROAD AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
 GA2825
 GA2825                          STATION RECOVERY (1957)
 GA2825
 GA2825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2825'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2733 ***********************************************************************
 GY2733  DESIGNATION -  H 281
 GY2733  PID         -  GY2733
 GY2733  STATE/COUNTY-  KY/CLAY
 GY2733  USGS QUAD   -  CREEKVILLE (1979)
 GY2733
 GY2733                         *CURRENT SURVEY CONTROL
 GY2733  ___________________________________________________________________
 GY2733* NAD 83(1986)-  37 04 11.     (N)    083 34 11.     (W)     SCALED    
 GY2733* NAVD 88     -       290.433  (meters)     952.86   (feet)  ADJUSTED  
 GY2733  ___________________________________________________________________
 GY2733  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GY2733  DYNAMIC HT  -         290.196 (meters)     952.08  (feet)  COMP
 GY2733  MODELED GRAV-     979,809.1   (mgal)                       NAVD 88
 GY2733
 GY2733  VERT ORDER  -  SECOND    CLASS 0
 GY2733
 GY2733.The horizontal coordinates were scaled from a topographic map and have
 GY2733.an estimated accuracy of +/- 6 seconds.
 GY2733
 GY2733.The orthometric height was determined by differential leveling
 GY2733.and adjusted by the National Geodetic Survey in June 1991..
 GY2733
 GY2733.The geoid height was determined by GEOID03.
 GY2733
 GY2733.The dynamic height is computed by dividing the NAVD 88
 GY2733.geopotential number by the normal gravity value computed on the
 GY2733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2733.degrees latitude (g = 980.6199 gals.).
 GY2733
 GY2733.The modeled gravity was interpolated from observed gravity values.
 GY2733
 GY2733;                    North         East    Units  Estimated Accuracy
 GY2733;SPC KY1Z     - 1,083,990.    1,693,880.      MT  (+/- 180 meters Scaled)
 GY2733
 GY2733                          SUPERSEDED SURVEY CONTROL
 GY2733
 GY2733  NGVD 29 (??/??/92)  290.590  (m)          953.38   (f) ADJ UNCH    2 0
 GY2733
 GY2733.Superseded values are not recommended for survey control.
 GY2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2733.See file dsdata.txt to determine how the superseded data were derived.
 GY2733
 GY2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB715056(NAD 83)
 GY2733_MARKER: DB = BENCH MARK DISK
 GY2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2733_STAMPING: H 281 1952 953.377
 GY2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2733+STABILITY: SURFACE MOTION
 GY2733
 GY2733  HISTORY     - Date     Condition        Report By
 GY2733  HISTORY     - 1952     MONUMENTED       CGS
 GY2733  HISTORY     - 1957     GOOD             NGS
 GY2733  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2733
 GY2733                          STATION DESCRIPTION
 GY2733
 GY2733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2733'1 MI W FROM CREEKVILLE.
 GY2733'1.05 MILES WEST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION AND
 GY2733'FLAT CREEK CHURCH OF BRETHREN MISSION AT CREEKVILLE, 0.8 MILE
 GY2733'WEST OF LOWER FLAT CREEK SCHOOL, 21 FEET NORTHWEST OF THE CENTERLINE
 GY2733'OF THE ROAD, 73 FEET SOUTHWEST OF THE NORTHWEST END OF A 5-FOOT
 GY2733'WOODEN CULVERT, 48 FEET WEST ACROSS THE ROAD FROM THE WEST
 GY2733'CORNER OF J.L. STEWARTS GROCERY STORE, 5 FEET SOUTHEAST OF THE
 GY2733'SOUTH CORNER OF A BARN, 4 FEET SOUTHEAST OF A WHITE WOODEN
 GY2733'WITNESS POST, AND LEVEL WITH THE ROAD.
 GY2733
 GY2733                          STATION RECOVERY (1977)
 GY2733
 GY2733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1445 ***********************************************************************
 GY1445  DESIGNATION -  H 282
 GY1445  PID         -  GY1445
 GY1445  STATE/COUNTY-  KY/JOHNSON
 GY1445  USGS QUAD   -  PAINTSVILLE (1992)
 GY1445
 GY1445                         *CURRENT SURVEY CONTROL
 GY1445  ___________________________________________________________________
 GY1445* NAD 83(1986)-  37 46 51.     (N)    082 47 48.     (W)     SCALED    
 GY1445* NAVD 88     -       194.459  (meters)     637.99   (feet)  ADJUSTED  
 GY1445  ___________________________________________________________________
 GY1445  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GY1445  DYNAMIC HT  -         194.313 (meters)     637.51  (feet)  COMP
 GY1445  MODELED GRAV-     979,875.3   (mgal)                       NAVD 88
 GY1445
 GY1445  VERT ORDER  -  SECOND    CLASS 0
 GY1445
 GY1445.The horizontal coordinates were scaled from a topographic map and have
 GY1445.an estimated accuracy of +/- 6 seconds.
 GY1445
 GY1445.The orthometric height was determined by differential leveling
 GY1445.and adjusted by the National Geodetic Survey in June 1991..
 GY1445
 GY1445.The geoid height was determined by GEOID03.
 GY1445
 GY1445.The dynamic height is computed by dividing the NAVD 88
 GY1445.geopotential number by the normal gravity value computed on the
 GY1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1445.degrees latitude (g = 980.6199 gals.).
 GY1445
 GY1445.The modeled gravity was interpolated from observed gravity values.
 GY1445
 GY1445;                    North         East    Units  Estimated Accuracy
 GY1445;SPC KY1Z     - 1,164,760.    1,760,100.      MT  (+/- 180 meters Scaled)
 GY1445
 GY1445                          SUPERSEDED SURVEY CONTROL
 GY1445
 GY1445  NGVD 29 (??/??/92)  194.659  (m)          638.64   (f) ADJ UNCH    2 0
 GY1445
 GY1445.Superseded values are not recommended for survey control.
 GY1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1445.See file dsdata.txt to determine how the superseded data were derived.
 GY1445
 GY1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB417830(NAD 83)
 GY1445_MARKER: DB = BENCH MARK DISK
 GY1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1445_STAMPING: H 282 1952 638.644
 GY1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1445+STABILITY: SURFACE MOTION
 GY1445
 GY1445  HISTORY     - Date     Condition        Report By
 GY1445  HISTORY     - 1952     MONUMENTED       CGS
 GY1445  HISTORY     - 1955     GOOD             NGS
 GY1445  HISTORY     - 20020829 MARK NOT FOUND   KYDT
 GY1445
 GY1445                          STATION DESCRIPTION
 GY1445
 GY1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1445'AT HAGER HILL.
 GY1445'AT HAGER HILL, ALONG U.S. HIGHWAY 23 AND 460, IN THE SOUTH PART
 GY1445'OF TOWN AT HAGER HILL SCHOOL, 38 FEET EAST OF THE CENTER LINE OF
 GY1445'HIGHWAY, 52 FEET SOUTHWEST OF SOUTHWEST CORNER OF SCHOOL BUILDING,
 GY1445'18 FEET NORTH OF POWER POLE NO. 833-37, 10 FEET NORTHWEST OF
 GY1445'A WELL WITH PUMP, ABOUT 2.5 FEET ABOVE LEVEL OF HIGHWAY AND SET
 GY1445'IN THE TOP OF A CONCRETE POST, ABOUT 3 INCHES UNDER GROUND.
 GY1445
 GY1445                          STATION RECOVERY (2002)
 GY1445
 GY1445'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY1445' 
 GY1445' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1504 ***********************************************************************
 GY1504  DESIGNATION -  H 283
 GY1504  PID         -  GY1504
 GY1504  STATE/COUNTY-  KY/FLOYD
 GY1504  USGS QUAD   -  MARTIN (1992)
 GY1504
 GY1504                         *CURRENT SURVEY CONTROL
 GY1504  ___________________________________________________________________
 GY1504* NAD 83(1986)-  37 36 47.     (N)    082 50 53.     (W)     SCALED    
 GY1504* NAVD 88     -       205.010  (meters)     672.60   (feet)  ADJUSTED  
 GY1504  ___________________________________________________________________
 GY1504  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GY1504  DYNAMIC HT  -         204.852 (meters)     672.09  (feet)  COMP
 GY1504  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 GY1504
 GY1504  VERT ORDER  -  SECOND    CLASS 0
 GY1504
 GY1504.The horizontal coordinates were scaled from a topographic map and have
 GY1504.an estimated accuracy of +/- 6 seconds.
 GY1504
 GY1504.The orthometric height was determined by differential leveling
 GY1504.and adjusted by the National Geodetic Survey in June 1991..
 GY1504
 GY1504.The geoid height was determined by GEOID03.
 GY1504
 GY1504.The dynamic height is computed by dividing the NAVD 88
 GY1504.geopotential number by the normal gravity value computed on the
 GY1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1504.degrees latitude (g = 980.6199 gals.).
 GY1504
 GY1504.The modeled gravity was interpolated from observed gravity values.
 GY1504
 GY1504;                    North         East    Units  Estimated Accuracy
 GY1504;SPC KY1Z     - 1,146,010.    1,756,160.      MT  (+/- 180 meters Scaled)
 GY1504
 GY1504                          SUPERSEDED SURVEY CONTROL
 GY1504
 GY1504  NGVD 29 (??/??/92)  205.203  (m)          673.24   (f) ADJ UNCH    2 0
 GY1504
 GY1504.Superseded values are not recommended for survey control.
 GY1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1504.See file dsdata.txt to determine how the superseded data were derived.
 GY1504
 GY1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB368644(NAD 83)
 GY1504_MARKER: DB = BENCH MARK DISK
 GY1504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1504_SP_SET: BRIDGE
 GY1504_STAMPING: H 283 1952 673.237
 GY1504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1504+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2001
 GY1504
 GY1504  HISTORY     - Date     Condition        Report By
 GY1504  HISTORY     - 1952     MONUMENTED       CGS
 GY1504  HISTORY     - 1956     POOR             NGS
 GY1504  HISTORY     - 20010613 GOOD             KYDT
 GY1504
 GY1504                          STATION DESCRIPTION
 GY1504
 GY1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1504'6.8 MI SW FROM PRESTONSBURG.
 GY1504'2.85 MILES SOUTHEAST ALONG STATE HIGHWAY 114 FROM THE CHESAPEAKE
 GY1504'AND OHIO RAILROAD STATION AT PRESTONSBURG, THENCE 3.9 MILES
 GY1504'SOUTHWEST ALONG STATE HIGHWAY 404, AT THE JUNCTION OF STATE
 GY1504'HIGHWAY 850 SOUTHEAST TO MARTIN, SET IN THE TOP OF THE NORTH
 GY1504'WEST WING WALL OF A 125-FOOT CONCRETE BRIDGE OVER LEFT FORK OF
 GY1504'MIDDLE CREEK ON STATE HIGHWAY 850, 15 FEET NORTH OF THE
 GY1504'CENTER LINE OF HIGHWAY 850, 127 FEET EAST OF THE CENTER OF THE
 GY1504'JUNCTION OF HIGHWAYS, AND ABOUT 1 FOOT ABOVE LEVEL WITH HIGHWAY
 GY1504'850.
 GY1504
 GY1504                          STATION RECOVERY (2001)
 GY1504
 GY1504'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1491 ***********************************************************************
 GY1491  DESIGNATION -  H 284
 GY1491  PID         -  GY1491
 GY1491  STATE/COUNTY-  KY/FLOYD
 GY1491  USGS QUAD   -  IVYTON (1992)
 GY1491
 GY1491                         *CURRENT SURVEY CONTROL
 GY1491  ___________________________________________________________________
 GY1491* NAD 83(1986)-  37 40 04.     (N)    082 54 23.     (W)     SCALED    
 GY1491* NAVD 88     -       217.854  (meters)     714.74   (feet)  ADJUSTED  
 GY1491  ___________________________________________________________________
 GY1491  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GY1491  DYNAMIC HT  -         217.688 (meters)     714.20  (feet)  COMP
 GY1491  MODELED GRAV-     979,861.7   (mgal)                       NAVD 88
 GY1491
 GY1491  VERT ORDER  -  SECOND    CLASS 0
 GY1491
 GY1491.The horizontal coordinates were scaled from a topographic map and have
 GY1491.an estimated accuracy of +/- 6 seconds.
 GY1491
 GY1491.The orthometric height was determined by differential leveling
 GY1491.and adjusted by the National Geodetic Survey in June 1991..
 GY1491
 GY1491.The geoid height was determined by GEOID03.
 GY1491
 GY1491.The dynamic height is computed by dividing the NAVD 88
 GY1491.geopotential number by the normal gravity value computed on the
 GY1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1491.degrees latitude (g = 980.6199 gals.).
 GY1491
 GY1491.The modeled gravity was interpolated from observed gravity values.
 GY1491
 GY1491;                    North         East    Units  Estimated Accuracy
 GY1491;SPC KY1Z     - 1,151,920.    1,750,820.      MT  (+/- 180 meters Scaled)
 GY1491
 GY1491                          SUPERSEDED SURVEY CONTROL
 GY1491
 GY1491  NGVD 29 (??/??/92)  218.047  (m)          715.38   (f) ADJ UNCH    2 0
 GY1491
 GY1491.Superseded values are not recommended for survey control.
 GY1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1491.See file dsdata.txt to determine how the superseded data were derived.
 GY1491
 GY1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB318706(NAD 83)
 GY1491_MARKER: DB = BENCH MARK DISK
 GY1491_SETTING: 66 = SET IN ROCK OUTCROP
 GY1491_SP_SET: ROCK CUT
 GY1491_STAMPING: H 284 1952 715.376
 GY1491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1491+STABILITY: POSITION/ELEVATION WELL
 GY1491
 GY1491  HISTORY     - Date     Condition        Report By
 GY1491  HISTORY     - 1952     MONUMENTED       CGS
 GY1491  HISTORY     - 1955     GOOD             NGS
 GY1491
 GY1491                          STATION DESCRIPTION
 GY1491
 GY1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1491'3.5 MI NW FROM DOTSON.
 GY1491'3.5 MILES NORTHWEST ALONG STATE HIGHWAY 114 FROM THE PENTECOSTAL
 GY1491'CHURCH, AT DOTSON, 0.5 MILE NORTHWEST OF THE POST OFFICE AT
 GY1491'BRAINARD, 5.3 MILES SOUTHEAST OF THE SCHOOL AT IVYTON, MAGOFFIN
 GY1491'COUNTY, SET IN THE TOP OF A SMALL SHELF AT THE BOTTOM OF A
 GY1491'ROCK CUT, 17 FEET NORTH OF CENTER OF HIGHWAY, 88 FEET WEST
 GY1491'OF THE EXTENDED LINE OF THE WEST WALL OF THE RICHARD PRATER
 GY1491'HOME, 45 FEET NORTH NORTHEAST AND ACROSS HIGHWAY FROM NORTHWEST
 GY1491'CORNER OF A BARN, ABOUT 75 FEET WEST OF EAST END OF CUT AND
 GY1491'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2345 ***********************************************************************
 GY2345  DESIGNATION -  H 285
 GY2345  PID         -  GY2345
 GY2345  STATE/COUNTY-  KY/LESLIE
 GY2345  USGS QUAD   -  HYDEN EAST (1980)
 GY2345
 GY2345                         *CURRENT SURVEY CONTROL
 GY2345  ___________________________________________________________________
 GY2345* NAD 83(1986)-  37 09 43.     (N)    083 17 51.     (W)     SCALED    
 GY2345* NAVD 88     -       269.500  (meters)     884.18   (feet)  ADJUSTED  
 GY2345  ___________________________________________________________________
 GY2345  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GY2345  DYNAMIC HT  -         269.285 (meters)     883.48  (feet)  COMP
 GY2345  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 GY2345
 GY2345  VERT ORDER  -  SECOND    CLASS 0
 GY2345
 GY2345.The horizontal coordinates were scaled from a topographic map and have
 GY2345.an estimated accuracy of +/- 6 seconds.
 GY2345
 GY2345.The orthometric height was determined by differential leveling
 GY2345.and adjusted by the National Geodetic Survey in June 1991..
 GY2345
 GY2345.The geoid height was determined by GEOID03.
 GY2345
 GY2345.The dynamic height is computed by dividing the NAVD 88
 GY2345.geopotential number by the normal gravity value computed on the
 GY2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2345.degrees latitude (g = 980.6199 gals.).
 GY2345
 GY2345.The modeled gravity was interpolated from observed gravity values.
 GY2345
 GY2345;                    North         East    Units  Estimated Accuracy
 GY2345;SPC KY1Z     - 1,094,830.    1,717,810.      MT  (+/- 180 meters Scaled)
 GY2345
 GY2345                          SUPERSEDED SURVEY CONTROL
 GY2345
 GY2345  NGVD 29 (??/??/92)  269.67   (m)          884.7    (f) COMPUTED    2 0
 GY2345
 GY2345.Superseded values are not recommended for survey control.
 GY2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2345.See file dsdata.txt to determine how the superseded data were derived.
 GY2345
 GY2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB959153(NAD 83)
 GY2345_MARKER: DB = BENCH MARK DISK
 GY2345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2345_SP_SET: CULVERT
 GY2345_STAMPING: H 285 1952 884.723
 GY2345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2345+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1996
 GY2345
 GY2345  HISTORY     - Date     Condition        Report By
 GY2345  HISTORY     - 1952     MONUMENTED       CGS
 GY2345  HISTORY     - 1956     POOR             NGS
 GY2345  HISTORY     - 19960612 POOR             KYDT
 GY2345  HISTORY     - 19960626 GOOD             KYDT
 GY2345
 GY2345                          STATION DESCRIPTION
 GY2345
 GY2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2345'0.7 MI SE FROM WOODTON.
 GY2345'ABOUT 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 699 FROM THE JUNCTION
 GY2345'OF STATE HIGHWAY 80 AT WOODTON, IN THE TOP OF THE NORTHEAST END OF
 GY2345'THE SOUTHEAST CONCRETE HEAD WALL OF A 7-FOOT STONE MASONRY
 GY2345'CULVERT, 14 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 30 FEET
 GY2345'NORTHEAST OF CENTER LINE OF A DIM ROAD LEADING SOUTHEAST AND
 GY2345'ABOUT LEVEL WITH HIGHWAY.
 GY2345
 GY2345                          STATION RECOVERY (1956)
 GY2345
 GY2345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2345'MARK RECOVERED IN POOR CONDITION.
 GY2345
 GY2345                          STATION RECOVERY (1996)
 GY2345
 GY2345'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2345'MUTILATED BUT SOLID.
 GY2345
 GY2345                          STATION RECOVERY (1996)
 GY2345
 GY2345'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2364 ***********************************************************************
 GY2364  DESIGNATION -  H 286
 GY2364  PID         -  GY2364
 GY2364  STATE/COUNTY-  KY/LESLIE
 GY2364  USGS QUAD   -  CUTSHIN (1980)
 GY2364
 GY2364                         *CURRENT SURVEY CONTROL
 GY2364  ___________________________________________________________________
 GY2364* NAD 83(1986)-  37 03 31.     (N)    083 16 43.     (W)     SCALED    
 GY2364* NAVD 88     -       430.026  (meters)    1410.84   (feet)  ADJUSTED  
 GY2364  ___________________________________________________________________
 GY2364  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GY2364  DYNAMIC HT  -         429.674 (meters)    1409.69  (feet)  COMP
 GY2364  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 GY2364
 GY2364  VERT ORDER  -  SECOND    CLASS 0
 GY2364
 GY2364.The horizontal coordinates were scaled from a topographic map and have
 GY2364.an estimated accuracy of +/- 6 seconds.
 GY2364
 GY2364.The orthometric height was determined by differential leveling
 GY2364.and adjusted by the National Geodetic Survey in June 1991..
 GY2364
 GY2364.The geoid height was determined by GEOID03.
 GY2364
 GY2364.The dynamic height is computed by dividing the NAVD 88
 GY2364.geopotential number by the normal gravity value computed on the
 GY2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2364.degrees latitude (g = 980.6199 gals.).
 GY2364
 GY2364.The modeled gravity was interpolated from observed gravity values.
 GY2364
 GY2364;                    North         East    Units  Estimated Accuracy
 GY2364;SPC KY1Z     - 1,083,410.    1,719,790.      MT  (+/- 180 meters Scaled)
 GY2364
 GY2364                          SUPERSEDED SURVEY CONTROL
 GY2364
 GY2364  NGVD 29 (??/??/92)  430.181  (m)         1411.35   (f) ADJ UNCH    2 0
 GY2364
 GY2364.Superseded values are not recommended for survey control.
 GY2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2364.See file dsdata.txt to determine how the superseded data were derived.
 GY2364
 GY2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB973038(NAD 83)
 GY2364_MARKER: DB = BENCH MARK DISK
 GY2364_SETTING: 66 = SET IN ROCK OUTCROP
 GY2364_SP_SET: ROCK LEDGE
 GY2364_STAMPING: H 286 1952 1411.352
 GY2364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2364+STABILITY: POSITION/ELEVATION WELL
 GY2364
 GY2364  HISTORY     - Date     Condition        Report By
 GY2364  HISTORY     - 1952     MONUMENTED       CGS
 GY2364  HISTORY     - 1956     POOR             NGS
 GY2364
 GY2364                          STATION DESCRIPTION
 GY2364
 GY2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2364'0.3 MI NE FROM CAUSEY.
 GY2364'ABOUT 0.3 MILE NORTHEAST ALONG A ROAD FROM BAKER FORK SCHOOL AT
 GY2364'CAUSEY, ABOUT 0.15 MILE NORTHEAST OF POST OFFICE AT CAUSEY, ABOUT
 GY2364'0.1 MILE NORTHEAST OF CONFLUENCE OF BAKER FORK AND GRASSY BRANCH,
 GY2364'95 YARDS SOUTHWEST OF W.P. BAKER STORE, IN THE TOP OF A SLANTING
 GY2364'ROCK LEDGE, 12 FEET SOUTHEAST OF CENTER LINE OF ROAD, 10 FEET
 GY2364'SOUTHWEST OF A SMALL SPRING HOUSE, 12 FEET NORTHEAST OF NORTHEAST
 GY2364'END OF A LARGE BOULDER AND ABOUT 3 FEET ABOVE ROAD.
 GY2364
 GY2364                          STATION RECOVERY (1956)
 GY2364
 GY2364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2364'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2280 ***********************************************************************
 GY2280  DESIGNATION -  H 287
 GY2280  PID         -  GY2280
 GY2280  STATE/COUNTY-  KY/LESLIE
 GY2280  USGS QUAD   -  HYDEN EAST (1980)
 GY2280
 GY2280                         *CURRENT SURVEY CONTROL
 GY2280  ___________________________________________________________________
 GY2280* NAD 83(1986)-  37 08 06.     (N)    083 15 58.     (W)     SCALED    
 GY2280* NAVD 88     -       298.337  (meters)     978.79   (feet)  ADJUSTED  
 GY2280  ___________________________________________________________________
 GY2280  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GY2280  DYNAMIC HT  -         298.097 (meters)     978.01  (feet)  COMP
 GY2280  MODELED GRAV-     979,817.2   (mgal)                       NAVD 88
 GY2280
 GY2280  VERT ORDER  -  SECOND    CLASS 0
 GY2280
 GY2280.The horizontal coordinates were scaled from a topographic map and have
 GY2280.an estimated accuracy of +/- 6 seconds.
 GY2280
 GY2280.The orthometric height was determined by differential leveling
 GY2280.and adjusted by the National Geodetic Survey in June 1991..
 GY2280
 GY2280.The geoid height was determined by GEOID03.
 GY2280
 GY2280.The dynamic height is computed by dividing the NAVD 88
 GY2280.geopotential number by the normal gravity value computed on the
 GY2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2280.degrees latitude (g = 980.6199 gals.).
 GY2280
 GY2280.The modeled gravity was interpolated from observed gravity values.
 GY2280
 GY2280;                    North         East    Units  Estimated Accuracy
 GY2280;SPC KY1Z     - 1,091,910.    1,720,680.      MT  (+/- 180 meters Scaled)
 GY2280
 GY2280                          SUPERSEDED SURVEY CONTROL
 GY2280
 GY2280  NGVD 29 (??/??/92)  298.499  (m)          979.33   (f) ADJ UNCH    2 0
 GY2280
 GY2280.Superseded values are not recommended for survey control.
 GY2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2280.See file dsdata.txt to determine how the superseded data were derived.
 GY2280
 GY2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB987122(NAD 83)
 GY2280_MARKER: DB = BENCH MARK DISK
 GY2280_SETTING: 66 = SET IN ROCK OUTCROP
 GY2280_SP_SET: ROCK CUT
 GY2280_STAMPING: H 287 1952 979.325
 GY2280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2280+STABILITY: POSITION/ELEVATION WELL
 GY2280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2280+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1996
 GY2280
 GY2280  HISTORY     - Date     Condition        Report By
 GY2280  HISTORY     - 1952     MONUMENTED       CGS
 GY2280  HISTORY     - 1956     GOOD             NGS
 GY2280  HISTORY     - 19940610 GOOD             KYDT
 GY2280  HISTORY     - 19960626 GOOD             KYDT
 GY2280
 GY2280                          STATION DESCRIPTION
 GY2280
 GY2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2280'1 MI E FROM SMILAX.
 GY2280'ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY2280'AND JUNCTION OF STATE HIGHWAY 699 AT SMILAX, ABOUT 1.0 MILE EAST
 GY2280'OF BRIDGE OVER CUTSHIN CREEK AND CONFLUENCE OF CUTSHIN AND PAULS
 GY2280'CREEKS, SET VERTICALLY IN THE SOUTH-SOUTHEAST FACE OF ROUNDED
 GY2280'FACE OF A PROJECTION OF ROCK WHICH PROJECTS ABOUT 1 FOOT OUT OF
 GY2280'ROCK CUT, 14 FEET NORTHWEST OF CENTER LINE OF ROAD, 27 1/2 FEET
 GY2280'NORTHEAST OF NORTHEAST END OF STONE MASONRY NORTHWEST HEAD WALL
 GY2280'OF AN 18-INCH PIPE CULVERT, NORTHWEST AND AT RIGHT ANGLE ACROSS
 GY2280'ROAD AND PAULS CREEK FROM A FRAME HOUSE WITH CONCRETE BLOCK
 GY2280'FOUNDATION AND ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD.
 GY2280
 GY2280                          STATION RECOVERY (1956)
 GY2280
 GY2280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2280'RECOVERED IN GOOD CONDITION.
 GY2280
 GY2280                          STATION RECOVERY (1994)
 GY2280
 GY2280'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY2280'RECOVERED IN GOOD CONDITION.
 GY2280
 GY2280                          STATION RECOVERY (1996)
 GY2280
 GY2280'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2080 ***********************************************************************
 GY2080  DESIGNATION -  H 288
 GY2080  PID         -  GY2080
 GY2080  STATE/COUNTY-  KY/BREATHITT
 GY2080  USGS QUAD   -  NOBLE (1976)
 GY2080
 GY2080                         *CURRENT SURVEY CONTROL
 GY2080  ___________________________________________________________________
 GY2080* NAD 83(1986)-  37 27 28.     (N)    083 14 25.     (W)     SCALED    
 GY2080* NAVD 88     -       241.797  (meters)     793.30   (feet)  ADJUSTED  
 GY2080  ___________________________________________________________________
 GY2080  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GY2080  DYNAMIC HT  -         241.612 (meters)     792.69  (feet)  COMP
 GY2080  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 GY2080
 GY2080  VERT ORDER  -  SECOND    CLASS 0
 GY2080
 GY2080.The horizontal coordinates were scaled from a topographic map and have
 GY2080.an estimated accuracy of +/- 6 seconds.
 GY2080
 GY2080.The orthometric height was determined by differential leveling
 GY2080.and adjusted by the National Geodetic Survey in June 1991..
 GY2080
 GY2080.The geoid height was determined by GEOID03.
 GY2080
 GY2080.The dynamic height is computed by dividing the NAVD 88
 GY2080.geopotential number by the normal gravity value computed on the
 GY2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2080.degrees latitude (g = 980.6199 gals.).
 GY2080
 GY2080.The modeled gravity was interpolated from observed gravity values.
 GY2080
 GY2080;                    North         East    Units  Estimated Accuracy
 GY2080;SPC KY1Z     - 1,127,780.    1,722,010.      MT  (+/- 180 meters Scaled)
 GY2080
 GY2080                          SUPERSEDED SURVEY CONTROL
 GY2080
 GY2080  NGVD 29 (??/??/92)  241.961  (m)          793.83   (f) ADJ UNCH    2 0
 GY2080
 GY2080.Superseded values are not recommended for survey control.
 GY2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2080.See file dsdata.txt to determine how the superseded data were derived.
 GY2080
 GY2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB018480(NAD 83)
 GY2080_MARKER: DB = BENCH MARK DISK
 GY2080_SETTING: 66 = SET IN ROCK OUTCROP
 GY2080_SP_SET: ROCK CUT
 GY2080_STAMPING: H 288 1952 793.834
 GY2080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2080+STABILITY: POSITION/ELEVATION WELL
 GY2080
 GY2080  HISTORY     - Date     Condition        Report By
 GY2080  HISTORY     - 1952     MONUMENTED       CGS
 GY2080  HISTORY     - 1956     GOOD             NGS
 GY2080  HISTORY     - 19961204 MARK NOT FOUND   KYDT
 GY2080
 GY2080                          STATION DESCRIPTION
 GY2080
 GY2080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2080'1.9 MI SE FROM HARDSHELL.
 GY2080'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE CANEY SCHOOL
 GY2080'AT HARDSHELL, ACROSS HIGHWAY FROM THE CONFLUENCE OF TROUBLESOME
 GY2080'CREEK AND FUGATE FORK, SET VERTICALLY IN THE NORTHEAST FACE OF A
 GY2080'30-FOOT HIGH CUT, 43.5 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 GY2080'14 FEET NORTHWEST OF A HEAVY VERTICAL CRACK IN CLIFF, AND ABOUT
 GY2080'8 FEET ABOVE LEVEL OF HIGHWAY.
 GY2080
 GY2080                          STATION RECOVERY (1996)
 GY2080
 GY2080'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2080'ROAD NOW KY 486, FOUND SHANK IN ROCK, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2293 ***********************************************************************
 GY2293  DESIGNATION -  H 289
 GY2293  PID         -  GY2293
 GY2293  STATE/COUNTY-  KY/PERRY
 GY2293  USGS QUAD   -  TILFORD (1976)
 GY2293
 GY2293                         *CURRENT SURVEY CONTROL
 GY2293  ___________________________________________________________________
 GY2293* NAD 83(1986)-  37 01 13.     (N)    083 03 53.     (W)     SCALED    
 GY2293* NAVD 88     -       526.678  (meters)    1727.94   (feet)  ADJUSTED  
 GY2293  ___________________________________________________________________
 GY2293  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GY2293  DYNAMIC HT  -         526.235 (meters)    1726.49  (feet)  COMP
 GY2293  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 GY2293
 GY2293  VERT ORDER  -  SECOND    CLASS 0
 GY2293
 GY2293.The horizontal coordinates were scaled from a topographic map and have
 GY2293.an estimated accuracy of +/- 6 seconds.
 GY2293
 GY2293.The orthometric height was determined by differential leveling
 GY2293.and adjusted by the National Geodetic Survey in June 1991..
 GY2293
 GY2293.The geoid height was determined by GEOID03.
 GY2293
 GY2293.The dynamic height is computed by dividing the NAVD 88
 GY2293.geopotential number by the normal gravity value computed on the
 GY2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2293.degrees latitude (g = 980.6199 gals.).
 GY2293
 GY2293.The modeled gravity was interpolated from observed gravity values.
 GY2293
 GY2293;                    North         East    Units  Estimated Accuracy
 GY2293;SPC KY1Z     - 1,079,680.    1,738,930.      MT  (+/- 180 meters Scaled)
 GY2293
 GY2293                          SUPERSEDED SURVEY CONTROL
 GY2293
 GY2293  NGVD 29 (??/??/92)  526.815  (m)         1728.39   (f) ADJ UNCH    2 0
 GY2293
 GY2293.Superseded values are not recommended for survey control.
 GY2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2293.See file dsdata.txt to determine how the superseded data were derived.
 GY2293
 GY2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA163991(NAD 83)
 GY2293_MARKER: DB = BENCH MARK DISK
 GY2293_SETTING: 66 = SET IN ROCK OUTCROP
 GY2293_SP_SET: ROCK CUT
 GY2293_STAMPING: H 289 195 1728.392
 GY2293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2293+STABILITY: POSITION/ELEVATION WELL
 GY2293
 GY2293  HISTORY     - Date     Condition        Report By
 GY2293  HISTORY     - 1952     MONUMENTED       CGS
 GY2293  HISTORY     - 1975     GOOD             LOCENG
 GY2293
 GY2293                          STATION DESCRIPTION
 GY2293
 GY2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2293'1.8 MI SE FROM DELPHIA.
 GY2293'ABOUT 1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 463 FROM THE
 GY2293'POST OFFICE AND SCHOOL AT DELPHIA, ABOUT 0.7 MILE SOUTHEAST OF
 GY2293'OFFICE AND COMMISSARY OF JEWEL RIDGE COAL MINE, ABOUT 0.8 MILE
 GY2293'NORTH OF THE TOP OF A GRADE AND LETCHER-PERRY COUNTY LINE, SET
 GY2293'VERTICALLY IN THE EAST FACE OF A 6-FOOT HIGH ROCK CUT, 18 FEET
 GY2293'WEST OF CENTER LINE OF HIGHWAY, 6 FEET NORTH OF SOUTH END OF ROCK
 GY2293'PORTION OF CUT, ABOUT 100 YARDS SOUTH AND UPHILL FROM A 4-FOOT
 GY2293'SKEW CONCRETE CULVERT AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 GY2293
 GY2293                          STATION RECOVERY (1975)
 GY2293
 GY2293'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 GY2293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0570 ***********************************************************************
 HZ0570  DESIGNATION -  H 29
 HZ0570  PID         -  HZ0570
 HZ0570  STATE/COUNTY-  KY/GALLATIN
 HZ0570  USGS QUAD   -  SANDERS (1987)
 HZ0570
 HZ0570                         *CURRENT SURVEY CONTROL
 HZ0570  ___________________________________________________________________
 HZ0570* NAD 83(1986)-  38 43 50.     (N)    084 54 14.     (W)     SCALED    
 HZ0570* NAVD 88     -       193.108  (meters)     633.56   (feet)  ADJUSTED  
 HZ0570  ___________________________________________________________________
 HZ0570  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ0570  DYNAMIC HT  -         192.985 (meters)     633.15  (feet)  COMP
 HZ0570  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 HZ0570
 HZ0570  VERT ORDER  -  SECOND    CLASS 0
 HZ0570
 HZ0570.The horizontal coordinates were scaled from a topographic map and have
 HZ0570.an estimated accuracy of +/- 6 seconds.
 HZ0570
 HZ0570.The orthometric height was determined by differential leveling
 HZ0570.and adjusted by the National Geodetic Survey in June 1991..
 HZ0570
 HZ0570.The geoid height was determined by GEOID03.
 HZ0570
 HZ0570.The dynamic height is computed by dividing the NAVD 88
 HZ0570.geopotential number by the normal gravity value computed on the
 HZ0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0570.degrees latitude (g = 980.6199 gals.).
 HZ0570
 HZ0570.The modeled gravity was interpolated from observed gravity values.
 HZ0570
 HZ0570;                    North         East    Units  Estimated Accuracy
 HZ0570;SPC KY1Z     - 1,266,390.    1,573,570.      MT  (+/- 180 meters Scaled)
 HZ0570
 HZ0570                          SUPERSEDED SURVEY CONTROL
 HZ0570
 HZ0570  NGVD 29 (??/??/92)  193.301  (m)          634.19   (f) ADJ UNCH    2 0
 HZ0570
 HZ0570.Superseded values are not recommended for survey control.
 HZ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0570.See file dsdata.txt to determine how the superseded data were derived.
 HZ0570
 HZ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH822889(NAD 83)
 HZ0570_MARKER: DB = BENCH MARK DISK
 HZ0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0570_STAMPING: H 29 1934
 HZ0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0570+STABILITY: SURFACE MOTION
 HZ0570
 HZ0570  HISTORY     - Date     Condition        Report By
 HZ0570  HISTORY     - 1934     MONUMENTED       CGS
 HZ0570  HISTORY     - 1938     GOOD             NGS
 HZ0570  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 HZ0570
 HZ0570                          STATION DESCRIPTION
 HZ0570
 HZ0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HZ0570'4.6 MI S FROM WARSAW.
 HZ0570'4.6 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE COUNTY COURTHOUSE
 HZ0570'AT WARSAW, GALLATIN COUNTY, 42.8 FEET EAST OF A RETAINING WALL
 HZ0570'ON THE WEST SIDE OF THE HIGHWAY, 25.7 FEET EAST OF THE CENTERLINE
 HZ0570'OF THE HIGHWAY, 12 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY
 HZ0570'LEADING TO THE R.B. BRUCE HOUSE, AT A FENCE, AND LEVEL WITH THE
 HZ0570'ROADWAY.  A STANDARD DISK, STAMPED H 29 1934 AND SET IN THE TOP
 HZ0570'OF A CONCRETE POST.
 HZ0570
 HZ0570                          STATION RECOVERY (1990)
 HZ0570
 HZ0570'RECOVERY NOTE BY US POWER SQUADRON 1990 (EK)
 HZ0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1465 ***********************************************************************
 GA1465  DESIGNATION -  H 290
 GA1465  PID         -  GA1465
 GA1465  STATE/COUNTY-  KY/HARLAN
 GA1465  USGS QUAD   -  HARLAN (1978)
 GA1465
 GA1465                         *CURRENT SURVEY CONTROL
 GA1465  ___________________________________________________________________
 GA1465* NAD 83(1986)-  36 51 12.     (N)    083 21 07.     (W)     SCALED    
 GA1465* NAVD 88     -       355.052  (meters)    1164.87   (feet)  ADJUSTED  
 GA1465  ___________________________________________________________________
 GA1465  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA1465  DYNAMIC HT  -         354.748 (meters)    1163.87  (feet)  COMP
 GA1465  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 GA1465
 GA1465  VERT ORDER  -  SECOND    CLASS 0
 GA1465
 GA1465.The horizontal coordinates were scaled from a topographic map and have
 GA1465.an estimated accuracy of +/- 6 seconds.
 GA1465
 GA1465.The orthometric height was determined by differential leveling
 GA1465.and adjusted by the National Geodetic Survey in June 1991..
 GA1465
 GA1465.The geoid height was determined by GEOID03.
 GA1465
 GA1465.The dynamic height is computed by dividing the NAVD 88
 GA1465.geopotential number by the normal gravity value computed on the
 GA1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1465.degrees latitude (g = 980.6199 gals.).
 GA1465
 GA1465.The modeled gravity was interpolated from observed gravity values.
 GA1465
 GA1465;                    North         East    Units  Estimated Accuracy
 GA1465;SPC KY1Z     - 1,060,460.    1,713,850.      MT  (+/- 180 meters Scaled)
 GA1465
 GA1465                          SUPERSEDED SURVEY CONTROL
 GA1465
 GA1465  NGVD 29 (??/??/92)  355.199  (m)         1165.35   (f) ADJ UNCH    2 0
 GA1465
 GA1465.Superseded values are not recommended for survey control.
 GA1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1465.See file dsdata.txt to determine how the superseded data were derived.
 GA1465
 GA1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA903811(NAD 83)
 GA1465_MARKER: DB = BENCH MARK DISK
 GA1465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1465_SP_SET: WALK
 GA1465_STAMPING: H 290 1952 1165.349
 GA1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1465
 GA1465  HISTORY     - Date     Condition        Report By
 GA1465  HISTORY     - 1952     MONUMENTED       CGS
 GA1465  HISTORY     - 1956     POOR             NGS
 GA1465  HISTORY     - 20010516 POOR             KYDT
 GA1465
 GA1465                          STATION DESCRIPTION
 GA1465
 GA1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1465'AT LOYALL.
 GA1465'AT LOYALL, ALONG STATE HIGHWAY 413, ABOUT 125 YARDS NORTH OF
 GA1465'THE JUNCTION OF STATE HIGHWAY 413 AND U.S. HIGHWAY 119 AT A
 GA1465'POINT WHERE HIGHWAY 119 MAKES A RIGHT ANGLE TURN LEADING SOUTH
 GA1465'TO LOYALL AND EAST TO HARLAN, SET IN THE TOP OF THE NORTH END
 GA1465'OF THE EAST PEDESTRAIN WALK OF HIGHWAY 413 BRIDGE OVER CUMBERLAND
 GA1465'RIVER, 13 FEET EAST OF CENTER LINE OF HIGHWAY, 1 FOOT SOUTH OF
 GA1465'NORTH END OF WALK AND ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 GA1465
 GA1465                          STATION RECOVERY (1956)
 GA1465
 GA1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1465'MARK RECOVERED IN POOR CONDITION.
 GA1465
 GA1465                          STATION RECOVERY (2001)
 GA1465
 GA1465'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1465'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2371 ***********************************************************************
 GY2371  DESIGNATION -  H 291
 GY2371  PID         -  GY2371
 GY2371  STATE/COUNTY-  KY/LESLIE
 GY2371  USGS QUAD   -  CUTSHIN (1980)
 GY2371
 GY2371                         *CURRENT SURVEY CONTROL
 GY2371  ___________________________________________________________________
 GY2371* NAD 83(1986)-  37 01 27.     (N)    083 17 18.     (W)     SCALED    
 GY2371* NAVD 88     -       407.770  (meters)    1337.83   (feet)  ADJUSTED  
 GY2371  ___________________________________________________________________
 GY2371  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GY2371  DYNAMIC HT  -         407.430 (meters)    1336.71  (feet)  COMP
 GY2371  MODELED GRAV-     979,785.2   (mgal)                       NAVD 88
 GY2371
 GY2371  VERT ORDER  -  SECOND    CLASS 0
 GY2371
 GY2371.The horizontal coordinates were scaled from a topographic map and have
 GY2371.an estimated accuracy of +/- 6 seconds.
 GY2371
 GY2371.The orthometric height was determined by differential leveling
 GY2371.and adjusted by the National Geodetic Survey in June 1991..
 GY2371
 GY2371.The geoid height was determined by GEOID03.
 GY2371
 GY2371.The dynamic height is computed by dividing the NAVD 88
 GY2371.geopotential number by the normal gravity value computed on the
 GY2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2371.degrees latitude (g = 980.6199 gals.).
 GY2371
 GY2371.The modeled gravity was interpolated from observed gravity values.
 GY2371
 GY2371;                    North         East    Units  Estimated Accuracy
 GY2371;SPC KY1Z     - 1,079,560.    1,719,030.      MT  (+/- 180 meters Scaled)
 GY2371
 GY2371                          SUPERSEDED SURVEY CONTROL
 GY2371
 GY2371  NGVD 29 (??/??/92)  407.922  (m)         1338.32   (f) ADJ UNCH    2 0
 GY2371
 GY2371.Superseded values are not recommended for survey control.
 GY2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2371.See file dsdata.txt to determine how the superseded data were derived.
 GY2371
 GY2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB964000(NAD 83)
 GY2371_MARKER: DB = BENCH MARK DISK
 GY2371_SETTING: 66 = SET IN ROCK OUTCROP
 GY2371_SP_SET: ROCK OUTCROP
 GY2371_STAMPING: H 291 1952 1338.324
 GY2371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2371+STABILITY: POSITION/ELEVATION WELL
 GY2371
 GY2371  HISTORY     - Date     Condition        Report By
 GY2371  HISTORY     - 1952     MONUMENTED       CGS
 GY2371  HISTORY     - 1956     GOOD             NGS
 GY2371
 GY2371                          STATION DESCRIPTION
 GY2371
 GY2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2371'8.1 MI E FROM CHAPPELL.
 GY2371'ABOUT 3.55 MILES SOUTHEAST ALONG A GRAVEL ROAD AND 0.65 MILE
 GY2371'NORTHEAST ALONG A DIRT ROAD FOLLOWING GREASY CREEK FROM POST
 GY2371'OFFICE AT CHAPPELL, THENCE ABOUT 3.95 MILES NORTHEAST ALONG WHITE
 GY2371'OAK CREEK ROAD, ABOUT 0.6 MILE SOUTHWEST OF WHITE OAK SCHOOL,
 GY2371'AT THE NORTHEAST END OF A SMALL CLEARING, IN THE TOP OF THE
 GY2371'NORTH CORNER OF A SLOPING OUTCROP OF ROCK, 14 FEET SOUTHEAST
 GY2371'OF CENTER LINE OF ROAD, 5 FEET SOUTH OF NORTH CORNER OF OUTCROP AND
 GY2371'ABOUT 3 FEET ABOVE LEVEL OF ROAD.
 GY2371
 GY2371                          STATION RECOVERY (1956)
 GY2371
 GY2371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1398 ***********************************************************************
 GY1398  DESIGNATION -  H 292
 GY1398  PID         -  GY1398
 GY1398  STATE/COUNTY-  KY/JOHNSON
 GY1398  USGS QUAD   -  SITKA (1992)
 GY1398
 GY1398                         *CURRENT SURVEY CONTROL
 GY1398  ___________________________________________________________________
 GY1398* NAD 83(1986)-  37 52 34.     (N)    082 52 29.     (W)     SCALED    
 GY1398* NAVD 88     -       206.377  (meters)     677.09   (feet)  ADJUSTED  
 GY1398  ___________________________________________________________________
 GY1398  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 GY1398  DYNAMIC HT  -         206.225 (meters)     676.59  (feet)  COMP
 GY1398  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 GY1398
 GY1398  VERT ORDER  -  SECOND    CLASS 0
 GY1398
 GY1398.The horizontal coordinates were scaled from a topographic map and have
 GY1398.an estimated accuracy of +/- 6 seconds.
 GY1398
 GY1398.The orthometric height was determined by differential leveling
 GY1398.and adjusted by the National Geodetic Survey in June 1991..
 GY1398
 GY1398.The geoid height was determined by GEOID03.
 GY1398
 GY1398.The dynamic height is computed by dividing the NAVD 88
 GY1398.geopotential number by the normal gravity value computed on the
 GY1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1398.degrees latitude (g = 980.6199 gals.).
 GY1398
 GY1398.The modeled gravity was interpolated from observed gravity values.
 GY1398
 GY1398;                    North         East    Units  Estimated Accuracy
 GY1398;SPC KY1Z     - 1,175,120.    1,752,900.      MT  (+/- 180 meters Scaled)
 GY1398
 GY1398                          SUPERSEDED SURVEY CONTROL
 GY1398
 GY1398  NGVD 29 (??/??/92)  206.577  (m)          677.74   (f) ADJ UNCH    2 0
 GY1398
 GY1398.Superseded values are not recommended for survey control.
 GY1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1398.See file dsdata.txt to determine how the superseded data were derived.
 GY1398
 GY1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB351937(NAD 83)
 GY1398_MARKER: DB = BENCH MARK DISK
 GY1398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1398_SP_SET: CULVERT
 GY1398_STAMPING: H 292 1952 677.745
 GY1398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1398
 GY1398  HISTORY     - Date     Condition        Report By
 GY1398  HISTORY     - 1952     MONUMENTED       CGS
 GY1398  HISTORY     - 1955     GOOD             NGS
 GY1398  HISTORY     - 20020806 MARK NOT FOUND   KYDT
 GY1398
 GY1398                          STATION DESCRIPTION
 GY1398
 GY1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1398'3.5 MI NW FROM STAFFORDSVILLE.
 GY1398'3.5 MILES NORTH AND NORTHWEST ALONG STATE HIGHWAY 172 FROM THE
 GY1398'JUNCTION OF U.S. HIGHWAY 460 AT THE WEST EDGE OF STAFFORDSVILLE,
 GY1398'0.3 MILE NORTH OF THE JUNCTION OF SIDE ROAD LEADING SOUTHWEST AT
 GY1398'VOLGA, 0.55 MILE SOUTH OF CANNONS CHAPEL METHODIST CHURCH, ABOUT
 GY1398'100 YARDS NORTH OF A SCHOOL, AT THE JUNCTION OF NARROW ROAD
 GY1398'LEADING NORTH, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 GY1398'HEAD WALL OF A 6-FOOT STONE BOX CULVERT, 14 FEET SOUTHWEST OF THE
 GY1398'CENTER LINE OF HIGHWAY, 1.5 FEET NORTHWEST OF SOUTHEAST END OF
 GY1398'HEAD WALL, ABOUT LEVEL WITH HIGHWAY.
 GY1398
 GY1398                          STATION RECOVERY (2002)
 GY1398
 GY1398'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY1398'THIS CULVERT HAS BEEN REPLACED WITH A 6 FOOT METAL PIPE WITHOUT
 GY1398'HEADWALLS, NO SIGN OF RESET, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1881 ***********************************************************************
 GY1881  DESIGNATION -  H 293
 GY1881  PID         -  GY1881
 GY1881  STATE/COUNTY-  KY/MAGOFFIN
 GY1881  USGS QUAD   -  SALYERSVILLE NORTH (1992)
 GY1881
 GY1881                         *CURRENT SURVEY CONTROL
 GY1881  ___________________________________________________________________
 GY1881* NAD 83(1986)-  37 51 02.     (N)    083 00 34.     (W)     SCALED    
 GY1881* NAVD 88     -       254.749  (meters)     835.79   (feet)  ADJUSTED  
 GY1881  ___________________________________________________________________
 GY1881  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GY1881  DYNAMIC HT  -         254.559 (meters)     835.17  (feet)  COMP
 GY1881  MODELED GRAV-     979,880.2   (mgal)                       NAVD 88
 GY1881
 GY1881  VERT ORDER  -  SECOND    CLASS 0
 GY1881
 GY1881.The horizontal coordinates were scaled from a topographic map and have
 GY1881.an estimated accuracy of +/- 6 seconds.
 GY1881
 GY1881.The orthometric height was determined by differential leveling
 GY1881.and adjusted by the National Geodetic Survey in June 1991..
 GY1881
 GY1881.The geoid height was determined by GEOID03.
 GY1881
 GY1881.The dynamic height is computed by dividing the NAVD 88
 GY1881.geopotential number by the normal gravity value computed on the
 GY1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1881.degrees latitude (g = 980.6199 gals.).
 GY1881
 GY1881.The modeled gravity was interpolated from observed gravity values.
 GY1881
 GY1881;                    North         East    Units  Estimated Accuracy
 GY1881;SPC KY1Z     - 1,171,930.    1,741,140.      MT  (+/- 180 meters Scaled)
 GY1881
 GY1881                          SUPERSEDED SURVEY CONTROL
 GY1881
 GY1881  NGVD 29 (??/??/92)  254.942  (m)          836.42   (f) ADJ UNCH    2 0
 GY1881
 GY1881.Superseded values are not recommended for survey control.
 GY1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1881.See file dsdata.txt to determine how the superseded data were derived.
 GY1881
 GY1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB232911(NAD 83)
 GY1881_MARKER: DB = BENCH MARK DISK
 GY1881_SETTING: 66 = SET IN ROCK OUTCROP
 GY1881_SP_SET: ROCK LEDGE
 GY1881_STAMPING: H 293 1952 836.422
 GY1881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1881+STABILITY: POSITION/ELEVATION WELL
 GY1881
 GY1881  HISTORY     - Date     Condition        Report By
 GY1881  HISTORY     - 1952     MONUMENTED       CGS
 GY1881  HISTORY     - 1955     GOOD             NGS
 GY1881  HISTORY     - 19990319 MARK NOT FOUND   KYDT
 GY1881
 GY1881                          STATION DESCRIPTION
 GY1881
 GY1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1881'2.4 MI N FROM WHEELERSBURG.
 GY1881'1.15 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY1881'AT WHEELERSBURG, THENCE 1.2 MILES NORTHEAST ALONG A NARROW ROUGH
 GY1881'ROAD, 0.25 MILE SOUTHWEST OF A SCHOOL, 0.2 MILE NORTHEAST OF A
 GY1881'ROAD FORK, 75 YARDS NORTHEAST OF A HOUSE WITH TAN BRICK COMPOSITION
 GY1881'SIDING, IN THE NORTHWEST FACE OF A LOW ROCK LEDGE, 11 FEET SOUTHEAST
 GY1881'OF CENTER OF ROAD, 2 1/2 FEET SOUTHWEST OF SOUTHWEST END OF A
 GY1881'SLIGHT OVERHANGING LEDGE, 2 FEET ABOVE THE GROUND AND ABOUT 3 FEET
 GY1881'ABOVE THE LEVEL OF ROAD.
 GY1881
 GY1881                          STATION RECOVERY (1999)
 GY1881
 GY1881'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1881'ACCORDING TO LOCAL RESIDENT, MARK WAS TORN OUT WHEN ROAD WAS REBUILT
 GY1881'AND WIDENED IN EARLY 1960'S, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1606 ***********************************************************************
 GY1606  DESIGNATION -  H 294
 GY1606  PID         -  GY1606
 GY1606  STATE/COUNTY-  KY/PIKE
 GY1606  USGS QUAD   -  THOMAS (1992)
 GY1606
 GY1606                         *CURRENT SURVEY CONTROL
 GY1606  ___________________________________________________________________
 GY1606* NAD 83(1986)-  37 39 36.     (N)    082 35 05.     (W)     SCALED    
 GY1606* NAVD 88     -       206.411  (meters)     677.20   (feet)  ADJUSTED  
 GY1606  ___________________________________________________________________
 GY1606  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GY1606  DYNAMIC HT  -         206.257 (meters)     676.69  (feet)  COMP
 GY1606  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 GY1606
 GY1606  VERT ORDER  -  SECOND    CLASS 0
 GY1606
 GY1606.The horizontal coordinates were scaled from a topographic map and have
 GY1606.an estimated accuracy of +/- 6 seconds.
 GY1606
 GY1606.The orthometric height was determined by differential leveling
 GY1606.and adjusted by the National Geodetic Survey in June 1991..
 GY1606
 GY1606.The geoid height was determined by GEOID03.
 GY1606
 GY1606.The dynamic height is computed by dividing the NAVD 88
 GY1606.geopotential number by the normal gravity value computed on the
 GY1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1606.degrees latitude (g = 980.6199 gals.).
 GY1606
 GY1606.The modeled gravity was interpolated from observed gravity values.
 GY1606
 GY1606;                    North         East    Units  Estimated Accuracy
 GY1606;SPC KY1Z     - 1,151,970.    1,779,220.      MT  (+/- 180 meters Scaled)
 GY1606
 GY1606                          SUPERSEDED SURVEY CONTROL
 GY1606
 GY1606  NGVD 29 (??/??/92)  206.618  (m)          677.88   (f) ADJ UNCH    2 0
 GY1606
 GY1606.Superseded values are not recommended for survey control.
 GY1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1606.See file dsdata.txt to determine how the superseded data were derived.
 GY1606
 GY1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB602692(NAD 83)
 GY1606_MARKER: DB = BENCH MARK DISK
 GY1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1606_STAMPING: H 294 1952 677.879
 GY1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1606+STABILITY: SURFACE MOTION
 GY1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1606+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2001
 GY1606
 GY1606  HISTORY     - Date     Condition        Report By
 GY1606  HISTORY     - 1952     MONUMENTED       CGS
 GY1606  HISTORY     - 1956     GOOD             NGS
 GY1606  HISTORY     - 20010612 GOOD             KYDT
 GY1606
 GY1606                          STATION DESCRIPTION
 GY1606
 GY1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1606'4.3 MI NW FROM GULNARE.
 GY1606'4.3 MILES NORTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE AND
 GY1606'ROAD JUNCTION AT GULNARE, 0.4 MILE NORTH OF MC COMBS POST OFFICE,
 GY1606'0.25 MILE NORTH OF BANYON SCHOOL, 2.15 MILE SOUTH OF BRIDGE OVER
 GY1606'MOUTH OF BRUSHY CREEK AT THOMAS, ABOUT 100 YARDS SOUTH OF A
 GY1606'WHITE HOUSE AT MOUTH OF DRAW TO EAST, 56 FEET SOUTHEAST OF THE
 GY1606'CROSSING OF ROAD AND DRY WASH, ON THE OUTSIDE OF CURVE WITH
 GY1606'TANGENTS EXTENDING SOUTH AND WEST, 21 FEET SOUTHEAST OF THE
 GY1606'SOUTHEAST EDGE OF CONCRETE WALK TO AN ABANDONED HOUSE SITE, 19
 GY1606'FEET EAST OF THE CENTER OF ROAD, 16 FEET SOUTH-SOUTHWEST OF A
 GY1606'6-INCH HOLLY TREE, 1 FOOT WEST OF FENCE, 2 FEET SOUTH OF WHITE
 GY1606'WITNESS POST, 2 FEET ABOVE LEVEL OF ROAD, IN TOP OF A CONCRETE
 GY1606'POST, PROJECTING 2 INCHES.
 GY1606
 GY1606                          STATION RECOVERY (2001)
 GY1606
 GY1606'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1606'THE ROAD AT THIS LOCATION HAS BEEN MOVED TO THE WEST AND STRAIGHTENED,
 GY1606'MARK IS NOW 110 FEET EAST OF CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1588 ***********************************************************************
 GY1588  DESIGNATION -  H 295
 GY1588  PID         -  GY1588
 GY1588  STATE/COUNTY-  KY/PIKE
 GY1588  USGS QUAD   -  THOMAS (1992)
 GY1588
 GY1588                         *CURRENT SURVEY CONTROL
 GY1588  ___________________________________________________________________
 GY1588* NAD 83(1986)-  37 39 25.     (N)    082 31 36.     (W)     SCALED    
 GY1588* NAVD 88     -       216.652  (meters)     710.80   (feet)  ADJUSTED  
 GY1588  ___________________________________________________________________
 GY1588  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GY1588  DYNAMIC HT  -         216.492 (meters)     710.27  (feet)  COMP
 GY1588  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 GY1588
 GY1588  VERT ORDER  -  SECOND    CLASS 0
 GY1588
 GY1588.The horizontal coordinates were scaled from a topographic map and have
 GY1588.an estimated accuracy of +/- 6 seconds.
 GY1588
 GY1588.The orthometric height was determined by differential leveling
 GY1588.and adjusted by the National Geodetic Survey in June 1991..
 GY1588
 GY1588.The geoid height was determined by GEOID03.
 GY1588
 GY1588.The dynamic height is computed by dividing the NAVD 88
 GY1588.geopotential number by the normal gravity value computed on the
 GY1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1588.degrees latitude (g = 980.6199 gals.).
 GY1588
 GY1588.The modeled gravity was interpolated from observed gravity values.
 GY1588
 GY1588;                    North         East    Units  Estimated Accuracy
 GY1588;SPC KY1Z     - 1,151,810.    1,784,350.      MT  (+/- 180 meters Scaled)
 GY1588
 GY1588                          SUPERSEDED SURVEY CONTROL
 GY1588
 GY1588  NGVD 29 (??/??/92)  216.864  (m)          711.49   (f) ADJ UNCH    2 0
 GY1588
 GY1588.Superseded values are not recommended for survey control.
 GY1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1588.See file dsdata.txt to determine how the superseded data were derived.
 GY1588
 GY1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB653688(NAD 83)
 GY1588_MARKER: DB = BENCH MARK DISK
 GY1588_SETTING: 66 = SET IN ROCK OUTCROP
 GY1588_SP_SET: ROCK CUT
 GY1588_STAMPING: H 295 1952 711.495
 GY1588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1588+STABILITY: POSITION/ELEVATION WELL
 GY1588
 GY1588  HISTORY     - Date     Condition        Report By
 GY1588  HISTORY     - 1952     MONUMENTED       CGS
 GY1588  HISTORY     - 1956     GOOD             NGS
 GY1588
 GY1588                          STATION DESCRIPTION
 GY1588
 GY1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1588'4.4 MI NW FROM HEENON.
 GY1588'4.35 MILES NORTHWEST ALONG BRUSHY FORK ROAD FROM FORKS OF BRUSHY
 GY1588'SCHOOL AT HEENON, 0.55 MILE WEST OF LOWE SCHOOL, 42 YARDS
 GY1588'NORTHEAST OF JUNCTION OF ROAD SOUTHWEST TO SAW MILL, SITE, 25
 GY1588'YARDS SOUTHWEST OF NORTHEAST END OF CUT AND TOP OF SMALL GRADE,
 GY1588'SET VERTICALLY IN THE SOUTHEAST FACE OF ROCK CUT, 7.5 FEET
 GY1588'NORTHWEST OF CENTER OF ROAD, 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0481 ***********************************************************************
 GY0481  DESIGNATION -  H 296
 GY0481  PID         -  GY0481
 GY0481  STATE/COUNTY-  KY/PIKE
 GY0481  USGS QUAD   -  VARNEY (1992)
 GY0481
 GY0481                         *CURRENT SURVEY CONTROL
 GY0481  ___________________________________________________________________
 GY0481* NAD 83(1986)-  37 39 48.     (N)    082 22 34.     (W)     SCALED    
 GY0481* NAVD 88     -       211.358  (meters)     693.43   (feet)  ADJUSTED  
 GY0481  ___________________________________________________________________
 GY0481  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GY0481  DYNAMIC HT  -         211.201 (meters)     692.92  (feet)  COMP
 GY0481  MODELED GRAV-     979,881.9   (mgal)                       NAVD 88
 GY0481
 GY0481  VERT ORDER  -  SECOND    CLASS 0
 GY0481
 GY0481.The horizontal coordinates were scaled from a topographic map and have
 GY0481.an estimated accuracy of +/- 6 seconds.
 GY0481
 GY0481.The orthometric height was determined by differential leveling
 GY0481.and adjusted by the National Geodetic Survey in June 1991..
 GY0481
 GY0481.The geoid height was determined by GEOID03.
 GY0481
 GY0481.The dynamic height is computed by dividing the NAVD 88
 GY0481.geopotential number by the normal gravity value computed on the
 GY0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0481.degrees latitude (g = 980.6199 gals.).
 GY0481
 GY0481.The modeled gravity was interpolated from observed gravity values.
 GY0481
 GY0481;                    North         East    Units  Estimated Accuracy
 GY0481;SPC KY1Z     - 1,152,990.    1,797,600.      MT  (+/- 180 meters Scaled)
 GY0481
 GY0481                          SUPERSEDED SURVEY CONTROL
 GY0481
 GY0481  NGVD 29 (??/??/92)  211.580  (m)          694.16   (f) ADJ UNCH    2 0
 GY0481
 GY0481.Superseded values are not recommended for survey control.
 GY0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0481.See file dsdata.txt to determine how the superseded data were derived.
 GY0481
 GY0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB786693(NAD 83)
 GY0481_MARKER: DB = BENCH MARK DISK
 GY0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0481_SP_SET: CULVERT
 GY0481_STAMPING: H 296 1952 694.159
 GY0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0481+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 GY0481
 GY0481  HISTORY     - Date     Condition        Report By
 GY0481  HISTORY     - 1952     MONUMENTED       CGS
 GY0481  HISTORY     - 1956     GOOD             NGS
 GY0481  HISTORY     - 20010627 GOOD             KYDT
 GY0481
 GY0481                          STATION DESCRIPTION
 GY0481
 GY0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0481'4 MI N FROM SIDNEY.
 GY0481'4.0 MILES NORTH ALONG STATE HIGHWAY 468 FROM THE JUNCTION OF
 GY0481'U.S. HIGHWAY 119 AND BEVINS SCHOOL AT SIDNEY, AT THE JUNCTION OF A
 GY0481'ROAD WEST, 30 FEET SOUTH OF THE EXTENDED CENTER LINE OF ROAD
 GY0481'WEST, 13.5 FEET EAST OF THE CENTER LINE OF HIGHWAY, IN THE TOP
 GY0481'AND 6.5 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD
 GY0481'WALL OF AN 8-FOOT CONCRETE AND STONE BOX CULVERT FOR A SMALL BRANCH,
 GY0481'0.5 FOOT BELOW LEVEL OF HIGHWAY.
 GY0481
 GY0481                          STATION RECOVERY (2001)
 GY0481
 GY0481'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0481'MARK IS ABOUT 230 FEET SOUTH OF ROAD WEST AND 2 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0727 ***********************************************************************
 GY0727  DESIGNATION -  H 297
 GY0727  PID         -  GY0727
 GY0727  STATE/COUNTY-  KY/PIKE
 GY0727  USGS QUAD   -  LICK CREEK (1978)
 GY0727
 GY0727                         *CURRENT SURVEY CONTROL
 GY0727  ___________________________________________________________________
 GY0727* NAD 83(1986)-  37 24 54.     (N)    082 20 05.     (W)     SCALED    
 GY0727* NAVD 88     -       226.625  (meters)     743.52   (feet)  ADJUSTED  
 GY0727  ___________________________________________________________________
 GY0727  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GY0727  DYNAMIC HT  -         226.448 (meters)     742.94  (feet)  COMP
 GY0727  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 GY0727
 GY0727  VERT ORDER  -  SECOND    CLASS 0
 GY0727
 GY0727.The horizontal coordinates were scaled from a topographic map and have
 GY0727.an estimated accuracy of +/- 6 seconds.
 GY0727
 GY0727.The orthometric height was determined by differential leveling
 GY0727.and adjusted by the National Geodetic Survey in June 1991..
 GY0727
 GY0727.The geoid height was determined by GEOID03.
 GY0727
 GY0727.The dynamic height is computed by dividing the NAVD 88
 GY0727.geopotential number by the normal gravity value computed on the
 GY0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0727.degrees latitude (g = 980.6199 gals.).
 GY0727
 GY0727.The modeled gravity was interpolated from observed gravity values.
 GY0727
 GY0727;                    North         East    Units  Estimated Accuracy
 GY0727;SPC KY1Z     - 1,125,580.    1,802,250.      MT  (+/- 180 meters Scaled)
 GY0727
 GY0727                          SUPERSEDED SURVEY CONTROL
 GY0727
 GY0727  NGVD 29 (??/??/92)  226.828  (m)          744.18   (f) ADJ UNCH    2 0
 GY0727
 GY0727.Superseded values are not recommended for survey control.
 GY0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0727.See file dsdata.txt to determine how the superseded data were derived.
 GY0727
 GY0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB818417(NAD 83)
 GY0727_MARKER: DB = BENCH MARK DISK
 GY0727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0727_SP_SET: CULVERT
 GY0727_STAMPING: H 297 1952 744.185
 GY0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0727
 GY0727  HISTORY     - Date     Condition        Report By
 GY0727  HISTORY     - 1952     MONUMENTED       CGS
 GY0727  HISTORY     - 1956     GOOD             NGS
 GY0727  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY0727
 GY0727                          STATION DESCRIPTION
 GY0727
 GY0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0727'3.4 MI SE FROM PHYLLIS.
 GY0727'0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 460 FROM POST OFFICE AND
 GY0727'SCHOOL AT PHYLLIS, THENCE 3.2 MILES SOUTHEAST ALONG A GRAVEL
 GY0727'ROAD FOLLOWING LEVISA FORK OF BIG SANDY RIVER, SET IN THE TOP OF
 GY0727'THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF CONCRETE CULVERT
 GY0727'FOR ROAD AND TRACK OVER MILLERS CREEK, 0.1 MILE SOUTHWEST OF
 GY0727'MILLER CREEK SCHOOL, 0.1 MILE NORTHWEST OF MILE POST 12, 19 FEET
 GY0727'NORTHEAST OF CENTER OF ROAD AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
 GY0727
 GY0727                          STATION RECOVERY (1976)
 GY0727
 GY0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0495 ***********************************************************************
 GY0495  DESIGNATION -  H 298
 GY0495  PID         -  GY0495
 GY0495  STATE/COUNTY-  KY/PIKE
 GY0495  USGS QUAD   -  META (1992)
 GY0495
 GY0495                         *CURRENT SURVEY CONTROL
 GY0495  ___________________________________________________________________
 GY0495* NAD 83(1986)-  37 32 56.     (N)    082 24 17.     (W)     SCALED    
 GY0495* NAVD 88     -       236.974  (meters)     777.47   (feet)  ADJUSTED  
 GY0495  ___________________________________________________________________
 GY0495  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GY0495  DYNAMIC HT  -         236.793 (meters)     776.88  (feet)  COMP
 GY0495  MODELED GRAV-     979,858.8   (mgal)                       NAVD 88
 GY0495
 GY0495  VERT ORDER  -  SECOND    CLASS 0
 GY0495
 GY0495.The horizontal coordinates were scaled from a topographic map and have
 GY0495.an estimated accuracy of +/- 6 seconds.
 GY0495
 GY0495.The orthometric height was determined by differential leveling
 GY0495.and adjusted by the National Geodetic Survey in June 1991..
 GY0495
 GY0495.The geoid height was determined by GEOID03.
 GY0495
 GY0495.The dynamic height is computed by dividing the NAVD 88
 GY0495.geopotential number by the normal gravity value computed on the
 GY0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0495.degrees latitude (g = 980.6199 gals.).
 GY0495
 GY0495.The modeled gravity was interpolated from observed gravity values.
 GY0495
 GY0495;                    North         East    Units  Estimated Accuracy
 GY0495;SPC KY1Z     - 1,140,200.    1,795,530.      MT  (+/- 180 meters Scaled)
 GY0495
 GY0495                          SUPERSEDED SURVEY CONTROL
 GY0495
 GY0495  NGVD 29 (??/??/92)  237.178  (m)          778.14   (f) ADJ UNCH    2 0
 GY0495
 GY0495.Superseded values are not recommended for survey control.
 GY0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0495.See file dsdata.txt to determine how the superseded data were derived.
 GY0495
 GY0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB759566(NAD 83)
 GY0495_MARKER: DB = BENCH MARK DISK
 GY0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0495_SP_SET: CULVERT
 GY0495_STAMPING: H 298 1952 778.141
 GY0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0495
 GY0495  HISTORY     - Date     Condition        Report By
 GY0495  HISTORY     - 1952     MONUMENTED       CGS
 GY0495  HISTORY     - 1956     GOOD             NGS
 GY0495
 GY0495                          STATION DESCRIPTION
 GY0495
 GY0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0495'3.5 MI SE FROM META.
 GY0495'3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 632 FROM THE JUNCTION
 GY0495'WITH U.S. HIGHWAY 119 AT META, SET IN THE TOP OF THE SOUTHEAST END
 GY0495'OF THE NORTHEAST HEAD WALL OF A 4-FOOT PIPE CULVERT WITH CONCRETE
 GY0495'HEAD WALLS, 0.35 MILE SOUTHEAST OF LAWSON SCHOOL, 27 FEET
 GY0495'NORTHEAST OF CENTER LINE OF ROAD, 27 FEET NORTH OF POWER POLE NO.
 GY0495'1083-36 WITH A TRANSFORMER AND BRANCH LINE NORTHEAST TO A FARM
 GY0495'HOUSE, ABOUT 8 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0670 ***********************************************************************
 GY0670  DESIGNATION -  H 299
 GY0670  PID         -  GY0670
 GY0670  STATE/COUNTY-  KY/PIKE
 GY0670  USGS QUAD   -  HARMAN (1977)
 GY0670
 GY0670                         *CURRENT SURVEY CONTROL
 GY0670  ___________________________________________________________________
 GY0670* NAD 83(1986)-  37 22 00.     (N)    082 13 53.     (W)     SCALED    
 GY0670* NAVD 88     -       265.060  (meters)     869.62   (feet)  ADJUSTED  
 GY0670  ___________________________________________________________________
 GY0670  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GY0670  DYNAMIC HT  -         264.850 (meters)     868.93  (feet)  COMP
 GY0670  MODELED GRAV-     979,830.7   (mgal)                       NAVD 88
 GY0670
 GY0670  VERT ORDER  -  SECOND    CLASS 0
 GY0670
 GY0670.The horizontal coordinates were scaled from a topographic map and have
 GY0670.an estimated accuracy of +/- 6 seconds.
 GY0670
 GY0670.The orthometric height was determined by differential leveling
 GY0670.and adjusted by the National Geodetic Survey in June 1991..
 GY0670
 GY0670.The geoid height was determined by GEOID03.
 GY0670
 GY0670.The dynamic height is computed by dividing the NAVD 88
 GY0670.geopotential number by the normal gravity value computed on the
 GY0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0670.degrees latitude (g = 980.6199 gals.).
 GY0670
 GY0670.The modeled gravity was interpolated from observed gravity values.
 GY0670
 GY0670;                    North         East    Units  Estimated Accuracy
 GY0670;SPC KY1Z     - 1,120,560.    1,811,600.      MT  (+/- 180 meters Scaled)
 GY0670
 GY0670                          SUPERSEDED SURVEY CONTROL
 GY0670
 GY0670  NGVD 29 (??/??/92)  265.260  (m)          870.27   (f) ADJ UNCH    2 0
 GY0670
 GY0670.Superseded values are not recommended for survey control.
 GY0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0670.See file dsdata.txt to determine how the superseded data were derived.
 GY0670
 GY0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB909362(NAD 83)
 GY0670_MARKER: DB = BENCH MARK DISK
 GY0670_SETTING: 66 = SET IN ROCK OUTCROP
 GY0670_SP_SET: ROCK CUT
 GY0670_STAMPING: H 299 1952 870.274
 GY0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0670+STABILITY: POSITION/ELEVATION WELL
 GY0670
 GY0670  HISTORY     - Date     Condition        Report By
 GY0670  HISTORY     - 1952     MONUMENTED       CGS
 GY0670  HISTORY     - 1956     GOOD             NGS
 GY0670
 GY0670                          STATION DESCRIPTION
 GY0670
 GY0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0670'2.2 MI SE FROM MOUTHCARD.
 GY0670'2.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE BAPTIST
 GY0670'CHURCH AT MOUTHCARD, 0.85 MILE NORTHWEST OF THE KENTUCKY-VIRGINIA
 GY0670'STATE LINE, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK CUT,
 GY0670'22.5 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 0.1 MILE SOUTHEAST
 GY0670'OF THE SOUTHWEST END OF FOOT BRIDGE NORTHEAST ACROSS LEVISA FORK
 GY0670'OF BIG SANDY RIVER, 127 FEET NORTHWEST OF SOUTHEAST END OF ROCK
 GY0670'CUT, AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1878 ***********************************************************************
 GD1878  DESIGNATION -  H 3 RESET
 GD1878  PID         -  GD1878
 GD1878  STATE/COUNTY-  KY/BALLARD
 GD1878  USGS QUAD   -  WICKLIFFE (1983)
 GD1878
 GD1878                         *CURRENT SURVEY CONTROL
 GD1878  ___________________________________________________________________
 GD1878* NAD 83(1986)-  36 57 56.     (N)    089 05 18.     (W)     SCALED    
 GD1878* NAVD 88     -       111.84   (meters)     366.9    (feet)  RESET     
 GD1878  ___________________________________________________________________
 GD1878  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1878
 GD1878  VERT ORDER  -  THIRD
 GD1878
 GD1878.The horizontal coordinates were scaled from a topographic map and have
 GD1878.an estimated accuracy of +/- 6 seconds.
 GD1878
 GD1878.The orthometric height was computed from unverified reset data.
 GD1878.No vertical observational check was made to the station.
 GD1878
 GD1878.The geoid height was determined by GEOID03.
 GD1878
 GD1878;                    North         East    Units  Estimated Accuracy
 GD1878;SPC KY1Z     - 1,075,490.    1,202,770.      MT  (+/- 180 meters Scaled)
 GD1878
 GD1878                          SUPERSEDED SURVEY CONTROL
 GD1878
 GD1878  NGVD 29 (10/08/05)  111.72   (m)          366.5    (f) RESET       3  
 GD1878
 GD1878.Superseded values are not recommended for survey control.
 GD1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1878.See file dsdata.txt to determine how the superseded data were derived.
 GD1878
 GD1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF140930(NAD 83)
 GD1878_MARKER: DV = VERTICAL CONTROL DISK
 GD1878_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GD1878_SP_SET: SIDEWALK
 GD1878_STAMPING: H 3 1926 RESET 1985
 GD1878_MARK LOGO: NGS   
 GD1878_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1878
 GD1878  HISTORY     - Date     Condition        Report By
 GD1878  HISTORY     - 1985     MONUMENTED       NGS
 GD1878  HISTORY     - 19931101 GOOD             KYDT
 GD1878  HISTORY     - 20001120 GOOD             NGS
 GD1878
 GD1878                          STATION DESCRIPTION
 GD1878
 GD1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GD1878'IN WICKLIFFE.
 GD1878'AT THE BALLARD COUNTY COURTHOUSE SET IN THE WEST ENTRANCE SIDEWALK,
 GD1878'6.92 M (22.7 FT) EAST OF THE EAST CURB OF FOURTH STREET, 0.82 M
 GD1878'(2.7 FT) EAST OF THE TOP STEP AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF
 GD1878'THE STREET.
 GD1878'THE MARK IS 0.15 METERS  S FROM  A WITNESS POST
 GD1878'THE MARK IS ABOVE LEVEL WITH THE LAWN.
 GD1878
 GD1878                          STATION RECOVERY (1993)
 GD1878
 GD1878'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GD1878'RECOVERED AS DESCRIBED.
 GD1878
 GD1878                          STATION RECOVERY (2000)
 GD1878
 GD1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JMH)
 GD1878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0958 ***********************************************************************
 HZ0958  DESIGNATION -  H 30
 HZ0958  PID         -  HZ0958
 HZ0958  STATE/COUNTY-  KY/CARROLL
 HZ0958  USGS QUAD   -  WORTHVILLE (1987)
 HZ0958
 HZ0958                         *CURRENT SURVEY CONTROL
 HZ0958  ___________________________________________________________________
 HZ0958* NAD 83(1986)-  38 36 38.     (N)    085 03 55.     (W)     SCALED    
 HZ0958* NAVD 88     -       147.223  (meters)     483.01   (feet)  ADJUSTED  
 HZ0958  ___________________________________________________________________
 HZ0958  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ0958  DYNAMIC HT  -         147.127 (meters)     482.70  (feet)  COMP
 HZ0958  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 HZ0958
 HZ0958  VERT ORDER  -  SECOND    CLASS 0
 HZ0958
 HZ0958.The horizontal coordinates were scaled from a topographic map and have
 HZ0958.an estimated accuracy of +/- 6 seconds.
 HZ0958
 HZ0958.The orthometric height was determined by differential leveling
 HZ0958.and adjusted by the National Geodetic Survey in June 1991..
 HZ0958
 HZ0958.The geoid height was determined by GEOID03.
 HZ0958
 HZ0958.The dynamic height is computed by dividing the NAVD 88
 HZ0958.geopotential number by the normal gravity value computed on the
 HZ0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0958.degrees latitude (g = 980.6199 gals.).
 HZ0958
 HZ0958.The modeled gravity was interpolated from observed gravity values.
 HZ0958
 HZ0958;                    North         East    Units  Estimated Accuracy
 HZ0958;SPC KY1Z     - 1,252,960.    1,559,640.      MT  (+/- 180 meters Scaled)
 HZ0958
 HZ0958                          SUPERSEDED SURVEY CONTROL
 HZ0958
 HZ0958  NGVD 29 (??/??/92)  147.417  (m)          483.65   (f) ADJ UNCH    2 0
 HZ0958
 HZ0958.Superseded values are not recommended for survey control.
 HZ0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0958.See file dsdata.txt to determine how the superseded data were derived.
 HZ0958
 HZ0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH684753(NAD 83)
 HZ0958_MARKER: DB = BENCH MARK DISK
 HZ0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0958_STAMPING: H 30 1934
 HZ0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0958+STABILITY: SURFACE MOTION
 HZ0958
 HZ0958  HISTORY     - Date     Condition        Report By
 HZ0958  HISTORY     - 1934     MONUMENTED       CGS
 HZ0958  HISTORY     - 1952     MARK NOT FOUND   USGS
 HZ0958
 HZ0958                          STATION DESCRIPTION
 HZ0958
 HZ0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ0958'AT WORTHVILLE.
 HZ0958'AT WORTHVILLE, CARROLL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HZ0958'RAILROAD, 260 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 HZ0958'STATION, 100 FEET SOUTHWEST OF THE CROSSING OF U.S. HIGHWAY
 HZ0958'227, 56 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24.3 FEET
 HZ0958'NORTH OF THE NORTH RAIL, AND ABOUT ONE FOOT HIGHER THAN THE TRACK.
 HZ0958'A STANDARD DISK, STAMPED H 30 1934 AND SET IN THE TOP OF A
 HZ0958'CONCRETE POST.
 HZ0958
 HZ0958                          STATION RECOVERY (1952)
 HZ0958
 HZ0958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 HZ0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1572 ***********************************************************************
 GY1572  DESIGNATION -  H 300
 GY1572  PID         -  GY1572
 GY1572  STATE/COUNTY-  KY/FLOYD
 GY1572  USGS QUAD   -  LANCER (1992)
 GY1572
 GY1572                         *CURRENT SURVEY CONTROL
 GY1572  ___________________________________________________________________
 GY1572* NAD 83(1986)-  37 38 35.     (N)    082 39 02.     (W)     SCALED    
 GY1572* NAVD 88     -       322.968  (meters)    1059.60   (feet)  ADJUSTED  
 GY1572  ___________________________________________________________________
 GY1572  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GY1572  DYNAMIC HT  -         322.727 (meters)    1058.81  (feet)  COMP
 GY1572  MODELED GRAV-     979,875.1   (mgal)                       NAVD 88
 GY1572
 GY1572  VERT ORDER  -  SECOND    CLASS 0
 GY1572
 GY1572.The horizontal coordinates were scaled from a topographic map and have
 GY1572.an estimated accuracy of +/- 6 seconds.
 GY1572
 GY1572.The orthometric height was determined by differential leveling
 GY1572.and adjusted by the National Geodetic Survey in June 1991..
 GY1572
 GY1572.The geoid height was determined by GEOID03.
 GY1572
 GY1572.The dynamic height is computed by dividing the NAVD 88
 GY1572.geopotential number by the normal gravity value computed on the
 GY1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1572.degrees latitude (g = 980.6199 gals.).
 GY1572
 GY1572.The modeled gravity was interpolated from observed gravity values.
 GY1572
 GY1572;                    North         East    Units  Estimated Accuracy
 GY1572;SPC KY1Z     - 1,149,900.    1,773,470.      MT  (+/- 180 meters Scaled)
 GY1572
 GY1572                          SUPERSEDED SURVEY CONTROL
 GY1572
 GY1572  NGVD 29 (??/??/92)  323.175  (m)         1060.28   (f) ADJ UNCH    2 0
 GY1572
 GY1572.Superseded values are not recommended for survey control.
 GY1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1572.See file dsdata.txt to determine how the superseded data were derived.
 GY1572
 GY1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB543674(NAD 83)
 GY1572_MARKER: DB = BENCH MARK DISK
 GY1572_SETTING: 66 = SET IN ROCK OUTCROP
 GY1572_SP_SET: ROCK CUT
 GY1572_STAMPING: H 300 1952 1060.283
 GY1572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1572+STABILITY: POSITION/ELEVATION WELL
 GY1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1572+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 GY1572
 GY1572  HISTORY     - Date     Condition        Report By
 GY1572  HISTORY     - 1952     MONUMENTED       CGS
 GY1572  HISTORY     - 1956     GOOD             NGS
 GY1572  HISTORY     - 1980     GOOD             DOD
 GY1572  HISTORY     - 20011106 GOOD             KYDT
 GY1572
 GY1572                          STATION DESCRIPTION
 GY1572
 GY1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1572'3 MI NE FROM ALVIN.
 GY1572'3.05 MILES NORTHEAST ALONG STATE HIGHWAY 1100 FROM THE JUNCTION
 GY1572'OF U.S. HIGHWAYS 23 AND 460 AT ALVIN, ABOUT 0.55 MILE NORTH OF
 GY1572'THE NORTH END OF BLACK TOP ON HIGHWAY, 0.2 MILE SOUTH OF THE
 GY1572'JUNCTION OF A DIM ROAD SOUTHEAST AND TOP OF LONG GRADE, ALONG A
 GY1572'SHORT NORTH-SOUTH TANGENT IN ROAD, 79 FEET NORTHWEST AND ACROSS
 GY1572'ROAD FROM A 10-INCH FORKED SYCAMORE TREE, 18 FEET WEST OF THE
 GY1572'CENTER OF ROAD, SET VERTICAL IN THE EAST FACE OF ROCK CUT, ABOUT
 GY1572'2 FEET ABOVE LEVEL OF HIGHWAY.
 GY1572
 GY1572                          STATION RECOVERY (1980)
 GY1572
 GY1572'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1572'RECOVERED IN GOOD CONDITION.
 GY1572
 GY1572                          STATION RECOVERY (2001)
 GY1572
 GY1572'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1639 ***********************************************************************
 GY1639  DESIGNATION -  H 301
 GY1639  PID         -  GY1639
 GY1639  STATE/COUNTY-  KY/JOHNSON
 GY1639  USGS QUAD   -  LANCER (1992)
 GY1639
 GY1639                         *CURRENT SURVEY CONTROL
 GY1639  ___________________________________________________________________
 GY1639* NAD 83(1986)-  37 44 50.     (N)    082 42 19.     (W)     SCALED    
 GY1639* NAVD 88     -       189.328  (meters)     621.15   (feet)  ADJUSTED  
 GY1639  ___________________________________________________________________
 GY1639  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GY1639  DYNAMIC HT  -         189.186 (meters)     620.69  (feet)  COMP
 GY1639  MODELED GRAV-     979,878.2   (mgal)                       NAVD 88
 GY1639
 GY1639  VERT ORDER  -  SECOND    CLASS 0
 GY1639
 GY1639.The horizontal coordinates were scaled from a topographic map and have
 GY1639.an estimated accuracy of +/- 6 seconds.
 GY1639
 GY1639.The orthometric height was determined by differential leveling
 GY1639.and adjusted by the National Geodetic Survey in June 1991..
 GY1639
 GY1639.The geoid height was determined by GEOID03.
 GY1639
 GY1639.The dynamic height is computed by dividing the NAVD 88
 GY1639.geopotential number by the normal gravity value computed on the
 GY1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1639.degrees latitude (g = 980.6199 gals.).
 GY1639
 GY1639.The modeled gravity was interpolated from observed gravity values.
 GY1639
 GY1639;                    North         East    Units  Estimated Accuracy
 GY1639;SPC KY1Z     - 1,161,290.    1,768,270.      MT  (+/- 180 meters Scaled)
 GY1639
 GY1639                          SUPERSEDED SURVEY CONTROL
 GY1639
 GY1639  NGVD 29 (??/??/92)  189.53   (m)          621.8    (f) COMPUTED    2 0
 GY1639
 GY1639.Superseded values are not recommended for survey control.
 GY1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1639.See file dsdata.txt to determine how the superseded data were derived.
 GY1639
 GY1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB497791(NAD 83)
 GY1639_MARKER: DB = BENCH MARK DISK
 GY1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1639_STAMPING: H 301 1952 621.833
 GY1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1639+STABILITY: SURFACE MOTION
 GY1639
 GY1639  HISTORY     - Date     Condition        Report By
 GY1639  HISTORY     - 1952     MONUMENTED       CGS
 GY1639  HISTORY     - 1956     GOOD             NGS
 GY1639
 GY1639                          STATION DESCRIPTION
 GY1639
 GY1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1639'2.1 MI NE FROM DEWEY DAM.
 GY1639'1.0 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE NORTHEAST END
 GY1639'OF DEWEY DAM, THENCE 1.1 MILES EAST ALONG A NARROW GRAVEL ROAD UP
 GY1639'DANIELS CREEK, AND LEADING TO ODDS, 0.55 MILE EAST OF LOWER
 GY1639'DANIELS CREEK SCHOOL, AT DANIELS CREEK CHRISTIAN CHURCH, 61.5
 GY1639'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF CHURCH, 54 FEET
 GY1639'SOUTHEAST AND ACROSS DRIVE TO CHURCH FROM CENTER OF ROAD, 10
 GY1639'FEET NORTHEAST OF A 24-INCH BLACK WALNUT TREE, 1 FOOT NORTH OF FENCE
 GY1639'LINE, 2 FEET WEST OF A WHITE WITNESS POST, SET IN THE TOP OF A
 GY1639'CONCRETE POST PROJECTION 3 INCHES AND ABOUT 6 FEET BELOW LEVEL OF
 GY1639'ROAD.  NOTE-- MARK IS ABOUT 1.4 MILES WEST OF THE CHURCH AND
 GY1639'SCHOOL AT ODDS, JOHNSON COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1381 ***********************************************************************
 GY1381  DESIGNATION -  H 302
 GY1381  PID         -  GY1381
 GY1381  STATE/COUNTY-  KY/JOHNSON
 GY1381  USGS QUAD   -  SITKA (1992)
 GY1381
 GY1381                         *CURRENT SURVEY CONTROL
 GY1381  ___________________________________________________________________
 GY1381* NAD 83(1986)-  37 52 33.     (N)    082 47 24.     (W)     SCALED    
 GY1381* NAVD 88     -       199.835  (meters)     655.63   (feet)  ADJUSTED  
 GY1381  ___________________________________________________________________
 GY1381  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GY1381  DYNAMIC HT  -         199.688 (meters)     655.14  (feet)  COMP
 GY1381  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 GY1381
 GY1381  VERT ORDER  -  SECOND    CLASS 0
 GY1381
 GY1381.The horizontal coordinates were scaled from a topographic map and have
 GY1381.an estimated accuracy of +/- 6 seconds.
 GY1381
 GY1381.The orthometric height was determined by differential leveling
 GY1381.and adjusted by the National Geodetic Survey in June 1991..
 GY1381
 GY1381.The geoid height was determined by GEOID03.
 GY1381
 GY1381.The dynamic height is computed by dividing the NAVD 88
 GY1381.geopotential number by the normal gravity value computed on the
 GY1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1381.degrees latitude (g = 980.6199 gals.).
 GY1381
 GY1381.The modeled gravity was interpolated from observed gravity values.
 GY1381
 GY1381;                    North         East    Units  Estimated Accuracy
 GY1381;SPC KY1Z     - 1,175,320.    1,760,350.      MT  (+/- 180 meters Scaled)
 GY1381
 GY1381                          SUPERSEDED SURVEY CONTROL
 GY1381
 GY1381  NGVD 29 (??/??/92)  200.039  (m)          656.29   (f) ADJ UNCH    2 0
 GY1381
 GY1381.Superseded values are not recommended for survey control.
 GY1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1381.See file dsdata.txt to determine how the superseded data were derived.
 GY1381
 GY1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB425935(NAD 83)
 GY1381_MARKER: DB = BENCH MARK DISK
 GY1381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1381_SP_SET: CULVERT
 GY1381_STAMPING: H 302 1952 656.295
 GY1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1381
 GY1381  HISTORY     - Date     Condition        Report By
 GY1381  HISTORY     - 1952     MONUMENTED       CGS
 GY1381  HISTORY     - 1955     GOOD             NGS
 GY1381  HISTORY     - 19970617 MARK NOT FOUND   KYDT
 GY1381
 GY1381                          STATION DESCRIPTION
 GY1381
 GY1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1381'0.9 MI NW FROM NIPPA.
 GY1381'0.6 MILE NORTH ALONG U.S. HIGHWAY 23 FROM THE TOMS CREEK BAPTIST
 GY1381'CHURCH AT NIPPA, THENCE 0.3 MILE NORTHWEST ALONG A BLACK TOP
 GY1381'ROAD AT CASTLES CASH STORE, 78 FEET WEST OF THE WEST CORNER OF A
 GY1381'WHITE HOUSE, 16 FEET NORTHEAST OF THE CENTER LINE OF ROAD, IN
 GY1381'THE TOP OF THE NORTHWEST END OF THE NORTHEAST STONE HEAD WALL
 GY1381'OF A 3-FOOT STONE BOX CULVERT, ABOUT 4 FEET BELOW THE LEVEL OF
 GY1381'ROAD.
 GY1381
 GY1381                          STATION RECOVERY (1997)
 GY1381
 GY1381'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0915 ***********************************************************************
 HY0915  DESIGNATION -  H 303
 HY0915  PID         -  HY0915
 HY0915  STATE/COUNTY-  KY/LAWRENCE
 HY0915  USGS QUAD   -  ADAMS (1993)
 HY0915
 HY0915                         *CURRENT SURVEY CONTROL
 HY0915  ___________________________________________________________________
 HY0915* NAD 83(1986)-  38 03 20.     (N)    082 42 09.     (W)     SCALED    
 HY0915* NAVD 88     -       197.694  (meters)     648.60   (feet)  ADJUSTED  
 HY0915  ___________________________________________________________________
 HY0915  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HY0915  DYNAMIC HT  -         197.554 (meters)     648.14  (feet)  COMP
 HY0915  MODELED GRAV-     979,912.7   (mgal)                       NAVD 88
 HY0915
 HY0915  VERT ORDER  -  SECOND    CLASS 0
 HY0915
 HY0915.The horizontal coordinates were scaled from a topographic map and have
 HY0915.an estimated accuracy of +/- 6 seconds.
 HY0915
 HY0915.The orthometric height was determined by differential leveling
 HY0915.and adjusted by the National Geodetic Survey in June 1991..
 HY0915
 HY0915.The geoid height was determined by GEOID03.
 HY0915
 HY0915.The dynamic height is computed by dividing the NAVD 88
 HY0915.geopotential number by the normal gravity value computed on the
 HY0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0915.degrees latitude (g = 980.6199 gals.).
 HY0915
 HY0915.The modeled gravity was interpolated from observed gravity values.
 HY0915
 HY0915;                    North         East    Units  Estimated Accuracy
 HY0915;SPC KY1Z     - 1,195,500.    1,767,400.      MT  (+/- 180 meters Scaled)
 HY0915
 HY0915                          SUPERSEDED SURVEY CONTROL
 HY0915
 HY0915  NGVD 29 (??/??/92)  197.903  (m)          649.29   (f) ADJ UNCH    2 0
 HY0915
 HY0915.Superseded values are not recommended for survey control.
 HY0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0915.See file dsdata.txt to determine how the superseded data were derived.
 HY0915
 HY0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC506133(NAD 83)
 HY0915_MARKER: DB = BENCH MARK DISK
 HY0915_SETTING: 66 = SET IN ROCK OUTCROP
 HY0915_SP_SET: ROCK LEDGE
 HY0915_STAMPING: H 303 1952 649.287
 HY0915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0915+STABILITY: POSITION/ELEVATION WELL
 HY0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0915+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 HY0915
 HY0915  HISTORY     - Date     Condition        Report By
 HY0915  HISTORY     - 1952     MONUMENTED       CGS
 HY0915  HISTORY     - 1955     GOOD             NGS
 HY0915  HISTORY     - 19960729 GOOD             KYDT
 HY0915
 HY0915                          STATION DESCRIPTION
 HY0915
 HY0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0915'8.7 MI SW FROM LOUISA.
 HY0915'8.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 23 AND STATE HIGHWAY
 HY0915'32 FROM THE RAILROAD STATION IN LOUISA, 0.35 MILE EAST OF THE
 HY0915'ADAMS POST OFFICE, ACROSS THE HIGHWAY FROM THE ALLEN HAYES
 HY0915'HOME, 57 FEET ACROSS HIGHWAY FROM A 30-INCH BLACK WALNUT TREE,
 HY0915'21 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 HY0915'TOP OF AN OUTCROPPING SANDSTONE LEDGE, 3 FEET WEST OF THE LINE OF
 HY0915'THE WEST WALL OF THE HAYS HOME EXTENDED, 2.5 FEET SOUTHWEST
 HY0915'OF THE NORTHEAST END OF THE LEDGE, 4.5 FEET ABOVE THE LEVEL
 HY0915'OF THE HIGHWAY.
 HY0915
 HY0915                          STATION RECOVERY (1996)
 HY0915
 HY0915'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 HY0915'HOUSE AND WALNUT TREE ACROSS ROAD GONE, 3.5 FEET BELOW ROAD AND 1 FOOT
 HY0915'SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1709 ***********************************************************************
 GY1709  DESIGNATION -  H 304
 GY1709  PID         -  GY1709
 GY1709  STATE/COUNTY-  KY/LAWRENCE
 GY1709  USGS QUAD   -  RICHARDSON (1992)
 GY1709
 GY1709                         *CURRENT SURVEY CONTROL
 GY1709  ___________________________________________________________________
 GY1709* NAD 83(1986)-  37 55 37.     (N)    082 43 00.     (W)     SCALED    
 GY1709* NAVD 88     -       192.471  (meters)     631.47   (feet)  ADJUSTED  
 GY1709  ___________________________________________________________________
 GY1709  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GY1709  DYNAMIC HT  -         192.331 (meters)     631.01  (feet)  COMP
 GY1709  MODELED GRAV-     979,897.2   (mgal)                       NAVD 88
 GY1709
 GY1709  VERT ORDER  -  SECOND    CLASS 0
 GY1709
 GY1709.The horizontal coordinates were scaled from a topographic map and have
 GY1709.an estimated accuracy of +/- 6 seconds.
 GY1709
 GY1709.The orthometric height was determined by differential leveling
 GY1709.and adjusted by the National Geodetic Survey in June 1991..
 GY1709
 GY1709.The geoid height was determined by GEOID03.
 GY1709
 GY1709.The dynamic height is computed by dividing the NAVD 88
 GY1709.geopotential number by the normal gravity value computed on the
 GY1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1709.degrees latitude (g = 980.6199 gals.).
 GY1709
 GY1709.The modeled gravity was interpolated from observed gravity values.
 GY1709
 GY1709;                    North         East    Units  Estimated Accuracy
 GY1709;SPC KY1Z     - 1,181,200.    1,766,620.      MT  (+/- 180 meters Scaled)
 GY1709
 GY1709                          SUPERSEDED SURVEY CONTROL
 GY1709
 GY1709  NGVD 29 (??/??/92)  192.68   (m)          632.2    (f) COMPUTED    2 0
 GY1709
 GY1709.Superseded values are not recommended for survey control.
 GY1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1709.See file dsdata.txt to determine how the superseded data were derived.
 GY1709
 GY1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB491990(NAD 83)
 GY1709_MARKER: DB = BENCH MARK DISK
 GY1709_SETTING: 66 = SET IN ROCK OUTCROP
 GY1709_SP_SET: ROCK OUTCROP
 GY1709_STAMPING: H 304 1952 632.144
 GY1709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1709+STABILITY: POSITION/ELEVATION WELL
 GY1709
 GY1709  HISTORY     - Date     Condition        Report By
 GY1709  HISTORY     - 1952     MONUMENTED       CGS
 GY1709  HISTORY     - 1955     GOOD             NGS
 GY1709  HISTORY     - 1971     MARK NOT FOUND   NGS
 GY1709
 GY1709                          STATION DESCRIPTION
 GY1709
 GY1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1709'0.8 MI NE FROM LOWMANSVILLE.
 GY1709'0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 23 FROM THE SCHOOL AT
 GY1709'LOWMANSVILLE, IN THE TOP OF THE SOUTHEAST CORNER OF A SMALL
 GY1709'TRIANGULAR SHAPED ROCK OUTCROP THAT PROTRUDES OUT OF A SIDE HILL,
 GY1709'(THE TOP OF HILL IS MOSTLY COVERED WITH ABOUT A 20 FOOT THICK
 GY1709'LAYER OF ROCK WHICH OVERHANGS THE HILL) 145 FEET SOUTHWEST OF
 GY1709'THE SOUTH CORNER OF A BARN OWNED BY JASPER CHANDLER, 58 FEET
 GY1709'SOUTHWEST OF SOUTH EDGE OF PROMINENT BOULDER 20 BY 15 FEET, 53.5
 GY1709'FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, 17 FEET NORTH OF A
 GY1709'FENCE CORNER, 14 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE,
 GY1709'ABOUT 4.5 FEET ABOVE LEVEL OF HIGHWAY.
 GY1709
 GY1709                          STATION RECOVERY (1971)
 GY1709
 GY1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GY1709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2181 ***********************************************************************
 GY2181  DESIGNATION -  H 305
 GY2181  PID         -  GY2181
 GY2181  STATE/COUNTY-  KY/KNOTT
 GY2181  USGS QUAD   -  VEST (1992)
 GY2181
 GY2181                         *CURRENT SURVEY CONTROL
 GY2181  ___________________________________________________________________
 GY2181* NAD 83(1986)-  37 22 44.     (N)    083 05 48.     (W)     SCALED    
 GY2181* NAVD 88     -       286.844  (meters)     941.09   (feet)  ADJUSTED  
 GY2181  ___________________________________________________________________
 GY2181  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GY2181  DYNAMIC HT  -         286.618 (meters)     940.35  (feet)  COMP
 GY2181  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 GY2181
 GY2181  VERT ORDER  -  SECOND    CLASS 0
 GY2181
 GY2181.The horizontal coordinates were scaled from a topographic map and have
 GY2181.an estimated accuracy of +/- 6 seconds.
 GY2181
 GY2181.The orthometric height was determined by differential leveling
 GY2181.and adjusted by the National Geodetic Survey in June 1991..
 GY2181
 GY2181.The geoid height was determined by GEOID03.
 GY2181
 GY2181.The dynamic height is computed by dividing the NAVD 88
 GY2181.geopotential number by the normal gravity value computed on the
 GY2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2181.degrees latitude (g = 980.6199 gals.).
 GY2181
 GY2181.The modeled gravity was interpolated from observed gravity values.
 GY2181
 GY2181;                    North         East    Units  Estimated Accuracy
 GY2181;SPC KY1Z     - 1,119,380.    1,734,960.      MT  (+/- 180 meters Scaled)
 GY2181
 GY2181                          SUPERSEDED SURVEY CONTROL
 GY2181
 GY2181  NGVD 29 (??/??/92)  287.006  (m)          941.62   (f) ADJ UNCH    2 0
 GY2181
 GY2181.Superseded values are not recommended for survey control.
 GY2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2181.See file dsdata.txt to determine how the superseded data were derived.
 GY2181
 GY2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB143389(NAD 83)
 GY2181_MARKER: DB = BENCH MARK DISK
 GY2181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2181_SP_SET: CULVERT
 GY2181_STAMPING: H 305 1952 941.619
 GY2181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2181+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997
 GY2181
 GY2181  HISTORY     - Date     Condition        Report By
 GY2181  HISTORY     - 1952     MONUMENTED       CGS
 GY2181  HISTORY     - 1956     GOOD             NGS
 GY2181  HISTORY     - 19970211 GOOD             KYDT
 GY2181
 GY2181                          STATION DESCRIPTION
 GY2181
 GY2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2181'5 MI E FROM ARY.
 GY2181'5.0 MILES EAST ALONG A ROAD FOLLOWING BALLS FORK FROM THE JUNCTION
 GY2181'OF STATE HIGHWAY 15 AND BRIDGE OVER BALLS FORK AT ARY, 0.6 MILE
 GY2181'NORTHEAST OF LOWER BALLS FORK SCHOOL, SET IN THE TOP OF THE
 GY2181'NORTHEAST END OF THE NORTHWEST HEAD WALL OF A CONCRETE CULVERT FOR
 GY2181'DEADLAND BRANCH, 15 FEET NORTHWEST OF THE CENTER OF ROAD AND ABOUT
 GY2181'2 1/2 FEET BELOW LEVEL OF ROAD.
 GY2181
 GY2181                          STATION RECOVERY (1997)
 GY2181
 GY2181'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY2181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2210 ***********************************************************************
 GY2210  DESIGNATION -  H 306
 GY2210  PID         -  GY2210
 GY2210  STATE/COUNTY-  KY/BREATHITT
 GY2210  USGS QUAD   -  NOBLE (1976)
 GY2210
 GY2210                         *CURRENT SURVEY CONTROL
 GY2210  ___________________________________________________________________
 GY2210* NAD 83(1986)-  37 26 49.     (N)    083 11 39.     (W)     SCALED    
 GY2210* NAVD 88     -       247.076  (meters)     810.62   (feet)  ADJUSTED  
 GY2210  ___________________________________________________________________
 GY2210  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GY2210  DYNAMIC HT  -         246.885 (meters)     809.99  (feet)  COMP
 GY2210  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 GY2210
 GY2210  VERT ORDER  -  SECOND    CLASS 0
 GY2210
 GY2210.The horizontal coordinates were scaled from a topographic map and have
 GY2210.an estimated accuracy of +/- 6 seconds.
 GY2210
 GY2210.The orthometric height was determined by differential leveling
 GY2210.and adjusted by the National Geodetic Survey in June 1991..
 GY2210
 GY2210.The geoid height was determined by GEOID03.
 GY2210
 GY2210.The dynamic height is computed by dividing the NAVD 88
 GY2210.geopotential number by the normal gravity value computed on the
 GY2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2210.degrees latitude (g = 980.6199 gals.).
 GY2210
 GY2210.The modeled gravity was interpolated from observed gravity values.
 GY2210
 GY2210;                    North         East    Units  Estimated Accuracy
 GY2210;SPC KY1Z     - 1,126,690.    1,726,120.      MT  (+/- 180 meters Scaled)
 GY2210
 GY2210                          SUPERSEDED SURVEY CONTROL
 GY2210
 GY2210  NGVD 29 (??/??/92)  247.240  (m)          811.15   (f) ADJ UNCH    2 0
 GY2210
 GY2210.Superseded values are not recommended for survey control.
 GY2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2210.See file dsdata.txt to determine how the superseded data were derived.
 GY2210
 GY2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB059467(NAD 83)
 GY2210_MARKER: DB = BENCH MARK DISK
 GY2210_SETTING: 66 = SET IN ROCK OUTCROP
 GY2210_SP_SET: ROCK CUT
 GY2210_STAMPING: H 306 1952 811.153
 GY2210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2210+STABILITY: POSITION/ELEVATION WELL
 GY2210
 GY2210  HISTORY     - Date     Condition        Report By
 GY2210  HISTORY     - 1952     MONUMENTED       CGS
 GY2210  HISTORY     - 1956     GOOD             NGS
 GY2210
 GY2210                          STATION DESCRIPTION
 GY2210
 GY2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2210'0.8 MI W FROM NOBLE.
 GY2210'0.75 MILE WEST ALONG ROAD FOLLOWING BUCKHORN CREEK FROM POST
 GY2210'OFFICE AT NOBLE, 0.2 MILE SOUTHEAST OF A LOW WATER BRIDGE
 GY2210'FOR BUCKHORN CREEK AND THE CONFLUENCE BUCKHORN CREEK AND BEAR
 GY2210'BRANCH, ABOUT 0.4 MILE WEST OF A BRIDGE OVER MOUTH OF LONG FORK,
 GY2210'SET VERTICALLY IN THE EAST FACE OF THE BOTTOM LAYER OF A 15-FOOT
 GY2210'HIGH ROCK CUT, 155 YARDS NORTH OF THE SOUTH END OF ROCK CUT,
 GY2210'12 FEET WEST OF THE CENTER OF ROAD, ABOUT 3 FEET ABOVE LEVEL
 GY2210'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3118 ***********************************************************************
 GY3118  DESIGNATION -  H 307 RESET 1978
 GY3118  PID         -  GY3118
 GY3118  STATE/COUNTY-  KY/KNOTT
 GY3118  USGS QUAD   -  HINDMAN (1992)
 GY3118
 GY3118                         *CURRENT SURVEY CONTROL
 GY3118  ___________________________________________________________________
 GY3118* NAD 83(1986)-  37 21 43.     (N)    082 59 29.     (W)     SCALED    
 GY3118* NAVD 88     -       433.33   (meters)    1421.7    (feet)  RESET     
 GY3118  ___________________________________________________________________
 GY3118  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GY3118
 GY3118  VERT ORDER  -  THIRD
 GY3118
 GY3118.The horizontal coordinates were scaled from a topographic map and have
 GY3118.an estimated accuracy of +/- 6 seconds.
 GY3118
 GY3118.The orthometric height was computed from unverified reset data.
 GY3118.No vertical observational check was made to the station.
 GY3118
 GY3118.The geoid height was determined by GEOID03.
 GY3118
 GY3118;                    North         East    Units  Estimated Accuracy
 GY3118;SPC KY1Z     - 1,117,770.    1,744,330.      MT  (+/- 180 meters Scaled)
 GY3118
 GY3118                          SUPERSEDED SURVEY CONTROL
 GY3118
 GY3118  NGVD 29 (10/08/05)  433.49   (m)         1422.2    (f) RESET       3  
 GY3118
 GY3118.Superseded values are not recommended for survey control.
 GY3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3118.See file dsdata.txt to determine how the superseded data were derived.
 GY3118
 GY3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB236368(NAD 83)
 GY3118_MARKER: DB = BENCH MARK DISK
 GY3118_SETTING: 0 = UNSPECIFIED SETTING
 GY3118_STAMPING: H 307 RESET 1978
 GY3118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY3118
 GY3118  HISTORY     - Date     Condition        Report By
 GY3118  HISTORY     - 1978     MONUMENTED       NGS
 GY3118  HISTORY     - 20060127 MARK NOT FOUND   KYTC
 GY3118
 GY3118                          STATION DESCRIPTION
 GY3118
 GY3118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GY3118'2.95 MI SOUTH FROM VEST.
 GY3118'2.95 MILES SOUTH ALONG GRAVELED ROAD FROM THE U.S. POST OFFICE AND
 GY3118'ROAD INTERSECTION IN VEST, AT THE CREST OF HILL, 40 FEET EAST OF
 GY3118'THE CENTERLINE OF THE ROAD AT STATE HIGHWAY STATION 73 + 7501, A
 GY3118'STANDARD PRE-CAST ALUMINUM MONUMENT WITH MAGNETS.
 GY3118'THE MARK IS 1.0 FT  NW FROM A WITNESS POST.
 GY3118
 GY3118                          STATION RECOVERY (2006)
 GY3118
 GY3118'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY3118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2192 ***********************************************************************
 GY2192  DESIGNATION -  H 308
 GY2192  PID         -  GY2192
 GY2192  STATE/COUNTY-  KY/KNOTT
 GY2192  USGS QUAD   -  VEST (1992)
 GY2192
 GY2192                         *CURRENT SURVEY CONTROL
 GY2192  ___________________________________________________________________
 GY2192* NAD 83(1986)-  37 28 12.     (N)    083 02 45.     (W)     SCALED    
 GY2192* NAVD 88     -       287.522  (meters)     943.31   (feet)  ADJUSTED  
 GY2192  ___________________________________________________________________
 GY2192  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GY2192  DYNAMIC HT  -         287.297 (meters)     942.57  (feet)  COMP
 GY2192  MODELED GRAV-     979,838.0   (mgal)                       NAVD 88
 GY2192
 GY2192  VERT ORDER  -  SECOND    CLASS 0
 GY2192
 GY2192.The horizontal coordinates were scaled from a topographic map and have
 GY2192.an estimated accuracy of +/- 6 seconds.
 GY2192
 GY2192.The orthometric height was determined by differential leveling
 GY2192.and adjusted by the National Geodetic Survey in June 1991..
 GY2192
 GY2192.The geoid height was determined by GEOID03.
 GY2192
 GY2192.The dynamic height is computed by dividing the NAVD 88
 GY2192.geopotential number by the normal gravity value computed on the
 GY2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2192.degrees latitude (g = 980.6199 gals.).
 GY2192
 GY2192.The modeled gravity was interpolated from observed gravity values.
 GY2192
 GY2192;                    North         East    Units  Estimated Accuracy
 GY2192;SPC KY1Z     - 1,129,620.    1,739,160.      MT  (+/- 180 meters Scaled)
 GY2192
 GY2192                          SUPERSEDED SURVEY CONTROL
 GY2192
 GY2192  NGVD 29 (??/??/92)  287.682  (m)          943.84   (f) ADJ UNCH    2 0
 GY2192
 GY2192.Superseded values are not recommended for survey control.
 GY2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2192.See file dsdata.txt to determine how the superseded data were derived.
 GY2192
 GY2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB190489(NAD 83)
 GY2192_MARKER: DB = BENCH MARK DISK
 GY2192_SETTING: 66 = SET IN ROCK OUTCROP
 GY2192_SP_SET: ROCK CLIFF
 GY2192_STAMPING: H 308 1952 943.837
 GY2192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2192+STABILITY: POSITION/ELEVATION WELL
 GY2192
 GY2192  HISTORY     - Date     Condition        Report By
 GY2192  HISTORY     - 1952     MONUMENTED       CGS
 GY2192  HISTORY     - 1956     GOOD             NGS
 GY2192
 GY2192                          STATION DESCRIPTION
 GY2192
 GY2192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2192'2 MI NW FROM ELMROCK.
 GY2192'2.05 MILES NORTHWEST ALONG ROUGH ROAD FOLLOWING LAUREL FORK OF
 GY2192'QUICKSAND CREEK FROM THE POST OFFICE AT ELMROCK, ABOUT 80 YARDS
 GY2192'UPSTREAM ALONG LAUREL FORK FROM FORD, ABOUT 80 YARDS WEST OF MOUTH
 GY2192'OF A CREEK, SET VERTICALLY ABOUT 1.5 FEET ABOVE GROUND IN THE SOUTH
 GY2192'FACE OF A 24-FOOT HIGH SOLID ROCK CLIFF, ABOUT 80 YARDS NORTH
 GY2192'OF ROAD, ABOUT 30 FEET NORTH OF CENTER OF LAUREL FORK, 6 FEET ABOVE
 GY2192'LEVEL OF CREEK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1284 ***********************************************************************
 GY1284  DESIGNATION -  H 309
 GY1284  PID         -  GY1284
 GY1284  STATE/COUNTY-  KY/KNOTT
 GY1284  USGS QUAD   -  HANDSHOE (1992)
 GY1284
 GY1284                         *CURRENT SURVEY CONTROL
 GY1284  ___________________________________________________________________
 GY1284* NAD 83(1986)-  37 28 07.     (N)    082 55 24.     (W)     SCALED    
 GY1284* NAVD 88     -       296.077  (meters)     971.38   (feet)  POSTED    
 GY1284  ___________________________________________________________________
 GY1284  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GY1284  DYNAMIC HT  -         295.840 (meters)     970.60  (feet)  COMP
 GY1284  MODELED GRAV-     979,831.3   (mgal)                       NAVD 88
 GY1284
 GY1284  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GY1284
 GY1284.The horizontal coordinates were scaled from a topographic map and have
 GY1284.an estimated accuracy of +/- 6 seconds.
 GY1284
 GY1284.The orthometric height was determined by differential leveling
 GY1284.and adjusted by the National Geodetic Survey in 1992..
 GY1284.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GY1284.rate of 2.1 thru 3.0 mm/km.
 GY1284
 GY1284.The geoid height was determined by GEOID03.
 GY1284
 GY1284.The dynamic height is computed by dividing the NAVD 88
 GY1284.geopotential number by the normal gravity value computed on the
 GY1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1284.degrees latitude (g = 980.6199 gals.).
 GY1284
 GY1284.The modeled gravity was interpolated from observed gravity values.
 GY1284
 GY1284;                    North         East    Units  Estimated Accuracy
 GY1284;SPC KY1Z     - 1,129,780.    1,750,000.      MT  (+/- 180 meters Scaled)
 GY1284
 GY1284                          SUPERSEDED SURVEY CONTROL
 GY1284
 GY1284  NGVD 29 (??/??/92)  296.240  (m)          971.91   (f) ADJ UNCH    2 0
 GY1284
 GY1284.Superseded values are not recommended for survey control.
 GY1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1284.See file dsdata.txt to determine how the superseded data were derived.
 GY1284
 GY1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB299485(NAD 83)
 GY1284_MARKER: DB = BENCH MARK DISK
 GY1284_SETTING: 66 = SET IN ROCK OUTCROP
 GY1284_SP_SET: ROCK CUT
 GY1284_STAMPING: H 309 1952 971.914
 GY1284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1284+STABILITY: POSITION/ELEVATION WELL
 GY1284
 GY1284  HISTORY     - Date     Condition        Report By
 GY1284  HISTORY     - 1952     MONUMENTED       CGS
 GY1284  HISTORY     - 1956     GOOD             NGS
 GY1284
 GY1284                          STATION DESCRIPTION
 GY1284
 GY1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1284'1.1 MI SW FROM HANDSHOE.
 GY1284'1.1 MILES SOUTHWEST ALONG A ROUGH ROAD FROM THE POST OFFICE AT
 GY1284'HANDSHOE, 1.25 MILES NORTHEAST OF TOP OF A GRADE AND GAP, ABOUT
 GY1284'1.05 MILES NORTHEAST OF A GAS WELL, SET VERTICALLY ABOUT 3 FEET
 GY1284'ABOVE GROUND IN THE SOUTHEAST FACE AND NEAR THE CENTER OF A 10-FOOT
 GY1284'HIGH ROCK CUT, 18 FEET NORTHWEST OF CENTER LINE OF ROAD AND ABOUT
 GY1284'3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1084 ***********************************************************************
 HZ1084  DESIGNATION -  H 31
 HZ1084  PID         -  HZ1084
 HZ1084  STATE/COUNTY-  KY/OLDHAM
 HZ1084  USGS QUAD   -  LA GRANGE (1993)
 HZ1084
 HZ1084                         *CURRENT SURVEY CONTROL
 HZ1084  ___________________________________________________________________
 HZ1084* NAD 83(1986)-  38 27 12.     (N)    085 25 31.     (W)     SCALED    
 HZ1084* NAVD 88     -       244.510  (meters)     802.20   (feet)  ADJUSTED  
 HZ1084  ___________________________________________________________________
 HZ1084  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ1084  DYNAMIC HT  -         244.348 (meters)     801.67  (feet)  COMP
 HZ1084  MODELED GRAV-     979,959.2   (mgal)                       NAVD 88
 HZ1084
 HZ1084  VERT ORDER  -  SECOND    CLASS 0
 HZ1084
 HZ1084.The horizontal coordinates were scaled from a topographic map and have
 HZ1084.an estimated accuracy of +/- 6 seconds.
 HZ1084
 HZ1084.The orthometric height was determined by differential leveling
 HZ1084.and adjusted by the National Geodetic Survey in June 1991..
 HZ1084
 HZ1084.The geoid height was determined by GEOID03.
 HZ1084
 HZ1084.The dynamic height is computed by dividing the NAVD 88
 HZ1084.geopotential number by the normal gravity value computed on the
 HZ1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1084.degrees latitude (g = 980.6199 gals.).
 HZ1084
 HZ1084.The modeled gravity was interpolated from observed gravity values.
 HZ1084
 HZ1084;                    North         East    Units  Estimated Accuracy
 HZ1084;SPC KY1Z     - 1,235,340.    1,528,340.      MT  (+/- 180 meters Scaled)
 HZ1084
 HZ1084                          SUPERSEDED SURVEY CONTROL
 HZ1084
 HZ1084  NGVD 29 (??/??/92)  244.672  (m)          802.73   (f) ADJ UNCH    2 0
 HZ1084
 HZ1084.Superseded values are not recommended for survey control.
 HZ1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1084.See file dsdata.txt to determine how the superseded data were derived.
 HZ1084
 HZ1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH374572(NAD 83)
 HZ1084_MARKER: DB = BENCH MARK DISK
 HZ1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1084_STAMPING: H 31 1934
 HZ1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1084+STABILITY: SURFACE MOTION
 HZ1084
 HZ1084  HISTORY     - Date     Condition        Report By
 HZ1084  HISTORY     - 1934     MONUMENTED       CGS
 HZ1084
 HZ1084                          STATION DESCRIPTION
 HZ1084
 HZ1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1084'3.9 MI SE FROM WESTPORT.
 HZ1084'3.9 MILES SOUTHEAST ALONG A ROAD, U.S. HIGHWAY 42 AND STATE
 HZ1084'HIGHWAY 53 FROM THE POST OFFICE AT WESTPORT, OLDHAM COUNTY, 103
 HZ1084'YARDS WEST OF THE CENTERLINE OF A ROAD LEADING TO THE MORRIS
 HZ1084'FREEMAN RESIDENCE IN 1935, 97 YARDS WEST OF THE CENTERLINE OF A
 HZ1084'CULVERT, 28 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 42,
 HZ1084'ONE FOOT NORTH OF A FENCE, AND ABOUT ONE FOOT LOWER THAN THE
 HZ1084'HIGHWAY.  A STANDARD DISK, STAMPED H 31 1934 AND SET IN THE
 HZ1084'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0951 ***********************************************************************
 HY0951  DESIGNATION -  H 310
 HY0951  PID         -  HY0951
 HY0951  STATE/COUNTY-  KY/LAWRENCE
 HY0951  USGS QUAD   -  LOUISA (1993)
 HY0951
 HY0951                         *CURRENT SURVEY CONTROL
 HY0951  ___________________________________________________________________
 HY0951* NAD 83(1986)-  38 00 45.     (N)    082 33 48.     (W)     SCALED    
 HY0951* NAVD 88     -       187.831  (meters)     616.24   (feet)  ADJUSTED  
 HY0951  ___________________________________________________________________
 HY0951  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HY0951  DYNAMIC HT  -         187.697 (meters)     615.80  (feet)  COMP
 HY0951  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 HY0951
 HY0951  VERT ORDER  -  SECOND    CLASS 0
 HY0951
 HY0951.The horizontal coordinates were scaled from a topographic map and have
 HY0951.an estimated accuracy of +/- 6 seconds.
 HY0951
 HY0951.The orthometric height was determined by differential leveling
 HY0951.and adjusted by the National Geodetic Survey in June 1991..
 HY0951
 HY0951.The geoid height was determined by GEOID03.
 HY0951
 HY0951.The dynamic height is computed by dividing the NAVD 88
 HY0951.geopotential number by the normal gravity value computed on the
 HY0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0951.degrees latitude (g = 980.6199 gals.).
 HY0951
 HY0951.The modeled gravity was interpolated from observed gravity values.
 HY0951
 HY0951;                    North         East    Units  Estimated Accuracy
 HY0951;SPC KY1Z     - 1,191,140.    1,779,770.      MT  (+/- 180 meters Scaled)
 HY0951
 HY0951                          SUPERSEDED SURVEY CONTROL
 HY0951
 HY0951  NGVD 29 (??/??/92)  188.051  (m)          616.96   (f) ADJ UNCH    2 0
 HY0951
 HY0951.Superseded values are not recommended for survey control.
 HY0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0951.See file dsdata.txt to determine how the superseded data were derived.
 HY0951
 HY0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC627083(NAD 83)
 HY0951_MARKER: DB = BENCH MARK DISK
 HY0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0951_STAMPING: H 310 1952 616.964
 HY0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0951+STABILITY: SURFACE MOTION
 HY0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0951+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 HY0951
 HY0951  HISTORY     - Date     Condition        Report By
 HY0951  HISTORY     - 1952     MONUMENTED       CGS
 HY0951  HISTORY     - 1955     GOOD             NGS
 HY0951  HISTORY     - 19960729 GOOD             KYDT
 HY0951
 HY0951                          STATION DESCRIPTION
 HY0951
 HY0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0951'5 MI NW FROM CLIFFORD.
 HY0951'2.85 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT
 HY0951'CLIFFORD, THENCE 2.2 MILES WEST AND SOUTHWEST ALONG A DIRT ROAD,
 HY0951'66 FEET WEST OF THE WEST CORNER OF THE HOME OF ARNALD HENSHAW,
 HY0951'33 FEET NORTHEAST OF THE NORTH CORNER OF A GARAGE, 18 FEET
 HY0951'SOUTHEAST OF THE CENTER OF ROAD, 10 FEET EAST OF THE SOUTHEAST
 HY0951'END OF A 24-INCH PIPE CULVERT, 1 FOOT NORTHWEST OF A FENCE CORNER,
 HY0951'1.5 FEET NORTHEAST OF A WHITE WITNESS POST, 1.5 FEET ABOVE THE
 HY0951'LEVEL OF ROAD.
 HY0951
 HY0951                          STATION RECOVERY (1996)
 HY0951
 HY0951'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 HY0951'36.7 FEET SOUTHEAST OF CENTERLINE OF ROAD, 22.3 FEET NORTH OF
 HY0951'CENTERLINE OF GRAVEL DRIVE, 0.5 FOOT NORTHWEST OF WITNESS POST, BURIED
 HY0951'8 INCHES. A PIECE OF REBAR WAS DRIVEN ON NORTHWEST SIDE OF MARK TO AID
 HY0951'IN FUTURE RECOVERIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1662 ***********************************************************************
 GY1662  DESIGNATION -  H 311
 GY1662  PID         -  GY1662
 GY1662  STATE/COUNTY-  KY/MARTIN
 GY1662  USGS QUAD   -  OFFUTT (1992)
 GY1662
 GY1662                         *CURRENT SURVEY CONTROL
 GY1662  ___________________________________________________________________
 GY1662* NAD 83(1986)-  37 51 24.     (N)    082 38 51.     (W)     SCALED    
 GY1662* NAVD 88     -       228.446  (meters)     749.49   (feet)  ADJUSTED  
 GY1662  ___________________________________________________________________
 GY1662  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GY1662  DYNAMIC HT  -         228.275 (meters)     748.93  (feet)  COMP
 GY1662  MODELED GRAV-     979,877.8   (mgal)                       NAVD 88
 GY1662
 GY1662  VERT ORDER  -  SECOND    CLASS 0
 GY1662
 GY1662.The horizontal coordinates were scaled from a topographic map and have
 GY1662.an estimated accuracy of +/- 6 seconds.
 GY1662
 GY1662.The orthometric height was determined by differential leveling
 GY1662.and adjusted by the National Geodetic Survey in June 1991..
 GY1662
 GY1662.The geoid height was determined by GEOID03.
 GY1662
 GY1662.The dynamic height is computed by dividing the NAVD 88
 GY1662.geopotential number by the normal gravity value computed on the
 GY1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1662.degrees latitude (g = 980.6199 gals.).
 GY1662
 GY1662.The modeled gravity was interpolated from observed gravity values.
 GY1662
 GY1662;                    North         East    Units  Estimated Accuracy
 GY1662;SPC KY1Z     - 1,173,600.    1,772,950.      MT  (+/- 180 meters Scaled)
 GY1662
 GY1662                          SUPERSEDED SURVEY CONTROL
 GY1662
 GY1662  NGVD 29 (??/??/92)  228.654  (m)          750.18   (f) ADJ UNCH    2 0
 GY1662
 GY1662.Superseded values are not recommended for survey control.
 GY1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1662.See file dsdata.txt to determine how the superseded data were derived.
 GY1662
 GY1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB550911(NAD 83)
 GY1662_MARKER: DB = BENCH MARK DISK
 GY1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1662_SP_SET: CULVERT
 GY1662_STAMPING: H 311 1952 750.176
 GY1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1662+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2001
 GY1662
 GY1662  HISTORY     - Date     Condition        Report By
 GY1662  HISTORY     - 1952     MONUMENTED       CGS
 GY1662  HISTORY     - 1955     GOOD             NGS
 GY1662  HISTORY     - 20011227 GOOD             KYDT
 GY1662
 GY1662                          STATION DESCRIPTION
 GY1662
 GY1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1662'4.2 MI E FROM BOONS CAMP.
 GY1662'4.15 MILES EAST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE AND
 GY1662'METHODIST CHURCH AT BOONS CAMP, 3.45 MILES WEST OF THE SCHOOL
 GY1662'AT POMAHAWK, 0.35 MILE EAST OF PHILIP COVE BAPTIST CHURCH, 18
 GY1662'FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, IN THE TOP OF THE
 GY1662'SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF 4-FOOT BOX
 GY1662'CULVERT OVER BERRY BRANCH, 1 FOOT BELOW LEVEL OF HIGHWAY.
 GY1662
 GY1662                          STATION RECOVERY (2001)
 GY1662
 GY1662'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1646 ***********************************************************************
 GY1646  DESIGNATION -  H 312
 GY1646  PID         -  GY1646
 GY1646  STATE/COUNTY-  KY/MARTIN
 GY1646  USGS QUAD   -  INEZ (1992)
 GY1646
 GY1646                         *CURRENT SURVEY CONTROL
 GY1646  ___________________________________________________________________
 GY1646* NAD 83(1986)-  37 50 46.     (N)    082 32 26.     (W)     SCALED    
 GY1646* NAVD 88     -       200.602  (meters)     658.14   (feet)  ADJUSTED  
 GY1646  ___________________________________________________________________
 GY1646  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GY1646  DYNAMIC HT  -         200.456 (meters)     657.66  (feet)  COMP
 GY1646  MODELED GRAV-     979,896.0   (mgal)                       NAVD 88
 GY1646
 GY1646  VERT ORDER  -  SECOND    CLASS 0
 GY1646
 GY1646.The horizontal coordinates were scaled from a topographic map and have
 GY1646.an estimated accuracy of +/- 6 seconds.
 GY1646
 GY1646.The orthometric height was determined by differential leveling
 GY1646.and adjusted by the National Geodetic Survey in June 1991..
 GY1646
 GY1646.The geoid height was determined by GEOID03.
 GY1646
 GY1646.The dynamic height is computed by dividing the NAVD 88
 GY1646.geopotential number by the normal gravity value computed on the
 GY1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1646.degrees latitude (g = 980.6199 gals.).
 GY1646
 GY1646.The modeled gravity was interpolated from observed gravity values.
 GY1646
 GY1646;                    North         East    Units  Estimated Accuracy
 GY1646;SPC KY1Z     - 1,172,750.    1,782,400.      MT  (+/- 180 meters Scaled)
 GY1646
 GY1646                          SUPERSEDED SURVEY CONTROL
 GY1646
 GY1646  NGVD 29 (??/??/92)  200.817  (m)          658.85   (f) ADJ UNCH    2 0
 GY1646
 GY1646.Superseded values are not recommended for survey control.
 GY1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1646.See file dsdata.txt to determine how the superseded data were derived.
 GY1646
 GY1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB644898(NAD 83)
 GY1646_MARKER: DB = BENCH MARK DISK
 GY1646_SETTING: 66 = SET IN ROCK OUTCROP
 GY1646_SP_SET: ROCK LEDGE
 GY1646_STAMPING: H 312 1952 658.847
 GY1646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1646+STABILITY: POSITION/ELEVATION WELL
 GY1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1646+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2001
 GY1646
 GY1646  HISTORY     - Date     Condition        Report By
 GY1646  HISTORY     - 1952     MONUMENTED       CGS
 GY1646  HISTORY     - 1956     GOOD             NGS
 GY1646  HISTORY     - 20011228 GOOD             KYDT
 GY1646
 GY1646                          STATION DESCRIPTION
 GY1646
 GY1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1646'1.9 MI S FROM INEZ.
 GY1646'1.85 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING MIDDLE FORK FROM
 GY1646'THE COURT HOUSE AT INEZ, AT THE NORTHEAST END OF A CURVE WITH
 GY1646'TANGENTS EXTENDING NORTHEAST AND WEST, 197 FEET EAST AND ACROSS
 GY1646'ROAD FROM THE HOME OF G.R. BROWN, 46 FEET SOUTHEAST OF THE CENTER
 GY1646'OF ROAD, 41 FEET EAST-SOUTHEAST OF NORTHEAST END OF SOUTHEAST
 GY1646'HEAD WALL OF A 4-FOOT STONE BOX CULVERT, 30 FEET EAST SOUTHEAST
 GY1646'OF NORTH CORNER OF A BARN, 6 FEET SOUTH OF A CONCRETE WELL HOUSE,
 GY1646'SET IN THE TOP OF A ROCK LEDGE AT THE SOUTHWEST END OF A CUT,
 GY1646'ABOUT 3.5 FEET ABOVE LEVEL OF ROAD.
 GY1646
 GY1646                          STATION RECOVERY (2001)
 GY1646
 GY1646'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1646'MARK IS 66 FEET NORTH-NORTHEAST FROM CENTER LINE OF INDUSTRIAL DRIVE
 GY1646'AND 1.5 FEET EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0468 ***********************************************************************
 GY0468  DESIGNATION -  H 314
 GY0468  PID         -  GY0468
 GY0468  STATE/COUNTY-  KY/MARTIN
 GY0468  USGS QUAD   -  KERMIT (1992)
 GY0468
 GY0468                         *CURRENT SURVEY CONTROL
 GY0468  ___________________________________________________________________
 GY0468* NAD 83(1986)-  37 45 01.     (N)    082 26 42.     (W)     SCALED    
 GY0468* NAVD 88     -       200.588  (meters)     658.10   (feet)  ADJUSTED  
 GY0468  ___________________________________________________________________
 GY0468  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GY0468  DYNAMIC HT  -         200.441 (meters)     657.61  (feet)  COMP
 GY0468  MODELED GRAV-     979,890.8   (mgal)                       NAVD 88
 GY0468
 GY0468  VERT ORDER  -  SECOND    CLASS 0
 GY0468
 GY0468.The horizontal coordinates were scaled from a topographic map and have
 GY0468.an estimated accuracy of +/- 6 seconds.
 GY0468
 GY0468.The orthometric height was determined by differential leveling
 GY0468.and adjusted by the National Geodetic Survey in June 1991..
 GY0468
 GY0468.The geoid height was determined by GEOID03.
 GY0468
 GY0468.The dynamic height is computed by dividing the NAVD 88
 GY0468.geopotential number by the normal gravity value computed on the
 GY0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0468.degrees latitude (g = 980.6199 gals.).
 GY0468
 GY0468.The modeled gravity was interpolated from observed gravity values.
 GY0468
 GY0468;                    North         East    Units  Estimated Accuracy
 GY0468;SPC KY1Z     - 1,162,410.    1,791,180.      MT  (+/- 180 meters Scaled)
 GY0468
 GY0468                          SUPERSEDED SURVEY CONTROL
 GY0468
 GY0468  NGVD 29 (??/??/92)  200.808  (m)          658.82   (f) ADJ UNCH    2 0
 GY0468
 GY0468.Superseded values are not recommended for survey control.
 GY0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0468.See file dsdata.txt to determine how the superseded data were derived.
 GY0468
 GY0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB727790(NAD 83)
 GY0468_MARKER: DB = BENCH MARK DISK
 GY0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0468_SP_SET: CULVERT
 GY0468_STAMPING: H 314 1952 658.818
 GY0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY0468+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2001
 GY0468
 GY0468  HISTORY     - Date     Condition        Report By
 GY0468  HISTORY     - 1952     MONUMENTED       CGS
 GY0468  HISTORY     - 1956     GOOD             NGS
 GY0468  HISTORY     - 1977     GOOD             LOCENG
 GY0468  HISTORY     - 20011226 GOOD             KYDT
 GY0468
 GY0468                          STATION DESCRIPTION
 GY0468
 GY0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0468'2 MI N FROM LAURA.
 GY0468'2.05 MILES NORTH ALONG DIRT AND GRAVEL ROAD FROM THE CHURCH OF
 GY0468'BRETHERN AT LAURA, 0.65 MILE NORTH OF ROCKHOUSE SCHOOL, 77 FEET
 GY0468'NORTH OF THE NORTH CORNER OF JULIUS HALES RESIDENCE, 15 FEET
 GY0468'SOUTHEAST OF THE CENTER OF ROAD, SET IN THE TOP OF THE NORTHEAST
 GY0468'END OF THE SOUTHEAST HEAD WALL OF 6-FOOT STONE BOX CULVERT OVER
 GY0468'POLLY BRANCH, ABOUT LEVEL WITH ROAD.
 GY0468
 GY0468                          STATION RECOVERY (1977)
 GY0468
 GY0468'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 GY0468'RECOVERED IN GOOD CONDITION.
 GY0468
 GY0468                          STATION RECOVERY (2001)
 GY0468
 GY0468'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0658 ***********************************************************************
 GY0658  DESIGNATION -  H 315
 GY0658  PID         -  GY0658
 GY0658  STATE/COUNTY-  KY/PIKE
 GY0658  USGS QUAD   -  JAMBOREE (1977)
 GY0658
 GY0658                         *CURRENT SURVEY CONTROL
 GY0658  ___________________________________________________________________
 GY0658* NAD 83(1986)-  37 26 01.     (N)    082 13 50.     (W)     SCALED    
 GY0658* NAVD 88     -       282.247  (meters)     926.01   (feet)  ADJUSTED  
 GY0658  ___________________________________________________________________
 GY0658  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GY0658  DYNAMIC HT  -         282.026 (meters)     925.28  (feet)  COMP
 GY0658  MODELED GRAV-     979,838.4   (mgal)                       NAVD 88
 GY0658
 GY0658  VERT ORDER  -  SECOND    CLASS 0
 GY0658
 GY0658.The horizontal coordinates were scaled from a topographic map and have
 GY0658.an estimated accuracy of +/- 6 seconds.
 GY0658
 GY0658.The orthometric height was determined by differential leveling
 GY0658.and adjusted by the National Geodetic Survey in June 1991..
 GY0658
 GY0658.The geoid height was determined by GEOID03.
 GY0658
 GY0658.The dynamic height is computed by dividing the NAVD 88
 GY0658.geopotential number by the normal gravity value computed on the
 GY0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0658.degrees latitude (g = 980.6199 gals.).
 GY0658
 GY0658.The modeled gravity was interpolated from observed gravity values.
 GY0658
 GY0658;                    North         East    Units  Estimated Accuracy
 GY0658;SPC KY1Z     - 1,127,990.    1,811,390.      MT  (+/- 180 meters Scaled)
 GY0658
 GY0658                          SUPERSEDED SURVEY CONTROL
 GY0658
 GY0658  NGVD 29 (??/??/92)  282.445  (m)          926.65   (f) ADJ UNCH    2 0
 GY0658
 GY0658.Superseded values are not recommended for survey control.
 GY0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0658.See file dsdata.txt to determine how the superseded data were derived.
 GY0658
 GY0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB911436(NAD 83)
 GY0658_MARKER: DB = BENCH MARK DISK
 GY0658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0658_SP_SET: BRIDGE
 GY0658_STAMPING: H 315 1952 926.655
 GY0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0658+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 GY0658
 GY0658  HISTORY     - Date     Condition        Report By
 GY0658  HISTORY     - 1952     MONUMENTED       CGS
 GY0658  HISTORY     - 1956     GOOD             NGS
 GY0658  HISTORY     - 20020723 GOOD             KYDT
 GY0658
 GY0658                          STATION DESCRIPTION
 GY0658
 GY0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0658'0.8 MI E FROM DUNLAP.
 GY0658'0.8 MILE EAST ALONG STATE HIGHWAY 194 FROM THE POST OFFICE AND
 GY0658'ROAD JUNCTION AT DUNLAP, SET IN THE TOP OF NORTH END OF WEST
 GY0658'ABUTMENT OF A 16-FOOT BRIDGE FOR DRIVEWAY TO FEDS CREEK COAL
 GY0658'COMPANY TIPPLE, 44 FEET EAST OF THE CENTER LINE OF HIGHWAY,
 GY0658'14 FEET NORTH OF CENTER OF DRIVE AND ABOUT 1 FOOT ABOVE LEVEL
 GY0658'OF HIGHWAY.
 GY0658
 GY0658                          STATION RECOVERY (2002)
 GY0658
 GY0658'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0658'COAL TIPPLE NO LONGER HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0539 ***********************************************************************
 GY0539  DESIGNATION -  H 316
 GY0539  PID         -  GY0539
 GY0539  STATE/COUNTY-  KY/PIKE
 GY0539  USGS QUAD   -  MILLARD (1978)
 GY0539
 GY0539                         *CURRENT SURVEY CONTROL
 GY0539  ___________________________________________________________________
 GY0539* NAD 83(1986)-  37 25 06.     (N)    082 27 51.     (W)     SCALED    
 GY0539* NAVD 88     -       216.342  (meters)     709.78   (feet)  ADJUSTED  
 GY0539  ___________________________________________________________________
 GY0539  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GY0539  DYNAMIC HT  -         216.174 (meters)     709.23  (feet)  COMP
 GY0539  MODELED GRAV-     979,852.0   (mgal)                       NAVD 88
 GY0539
 GY0539  VERT ORDER  -  SECOND    CLASS 0
 GY0539
 GY0539.The horizontal coordinates were scaled from a topographic map and have
 GY0539.an estimated accuracy of +/- 6 seconds.
 GY0539
 GY0539.The orthometric height was determined by differential leveling
 GY0539.and adjusted by the National Geodetic Survey in June 1991..
 GY0539
 GY0539.The geoid height was determined by GEOID03.
 GY0539
 GY0539.The dynamic height is computed by dividing the NAVD 88
 GY0539.geopotential number by the normal gravity value computed on the
 GY0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0539.degrees latitude (g = 980.6199 gals.).
 GY0539
 GY0539.The modeled gravity was interpolated from observed gravity values.
 GY0539
 GY0539;                    North         East    Units  Estimated Accuracy
 GY0539;SPC KY1Z     - 1,125,540.    1,790,790.      MT  (+/- 180 meters Scaled)
 GY0539
 GY0539                          SUPERSEDED SURVEY CONTROL
 GY0539
 GY0539  NGVD 29 (??/??/92)  216.543  (m)          710.44   (f) ADJ UNCH    2 0
 GY0539
 GY0539.Superseded values are not recommended for survey control.
 GY0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0539.See file dsdata.txt to determine how the superseded data were derived.
 GY0539
 GY0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB704422(NAD 83)
 GY0539_MARKER: DB = BENCH MARK DISK
 GY0539_SETTING: 66 = SET IN ROCK OUTCROP
 GY0539_SP_SET: ROCK CUT
 GY0539_STAMPING: H 316 1952 710.441
 GY0539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0539+STABILITY: POSITION/ELEVATION WELL
 GY0539
 GY0539  HISTORY     - Date     Condition        Report By
 GY0539  HISTORY     - 1952     MONUMENTED       CGS
 GY0539  HISTORY     - 1956     GOOD             NGS
 GY0539  HISTORY     - 20020722 MARK NOT FOUND   KYDT
 GY0539
 GY0539                          STATION DESCRIPTION
 GY0539
 GY0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0539'1.6 MI NW FROM MILLARD.
 GY0539'1.6 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILROAD
 GY0539'FROM THE STATION AT MILLARD, 0.3 MILE NORTHWEST OF THE FLAG
 GY0539'STATION AT SUTTON, SET VERTICALLY IN THE NORTHEAST FACE OF A
 GY0539'12-FOOT HIGH ROCK CUT, 130 YARDS EAST OF THE WEST END OF CUT AND
 GY0539'A SMALL PRIVATE ROAD CROSSING, 16.3 FEET SOUTH OF THE SOUTH
 GY0539'RAIL, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF TRACK.
 GY0539
 GY0539                          STATION RECOVERY (2002)
 GY0539
 GY0539'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0539'MARK PROBABLY HERE BUT BURIED BY HEAVY SILTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1301 ***********************************************************************
 GY1301  DESIGNATION -  H 317
 GY1301  PID         -  GY1301
 GY1301  STATE/COUNTY-  KY/PIKE
 GY1301  USGS QUAD   -  JENKINS EAST (1992)
 GY1301
 GY1301                         *CURRENT SURVEY CONTROL
 GY1301  ___________________________________________________________________
 GY1301* NAD 83(1986)-  37 13 06.     (N)    082 32 57.     (W)     SCALED    
 GY1301* NAVD 88     -       420.072  (meters)    1378.19   (feet)  ADJUSTED  
 GY1301  ___________________________________________________________________
 GY1301  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GY1301  DYNAMIC HT  -         419.722 (meters)    1377.04  (feet)  COMP
 GY1301  MODELED GRAV-     979,783.8   (mgal)                       NAVD 88
 GY1301
 GY1301  VERT ORDER  -  SECOND    CLASS 0
 GY1301
 GY1301.The horizontal coordinates were scaled from a topographic map and have
 GY1301.an estimated accuracy of +/- 6 seconds.
 GY1301
 GY1301.The orthometric height was determined by differential leveling
 GY1301.and adjusted by the National Geodetic Survey in June 1991..
 GY1301
 GY1301.The geoid height was determined by GEOID03.
 GY1301
 GY1301.The dynamic height is computed by dividing the NAVD 88
 GY1301.geopotential number by the normal gravity value computed on the
 GY1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1301.degrees latitude (g = 980.6199 gals.).
 GY1301
 GY1301.The modeled gravity was interpolated from observed gravity values.
 GY1301
 GY1301;                    North         East    Units  Estimated Accuracy
 GY1301;SPC KY1Z     - 1,103,090.    1,784,030.      MT  (+/- 180 meters Scaled)
 GY1301
 GY1301                          SUPERSEDED SURVEY CONTROL
 GY1301
 GY1301  NGVD 29 (??/??/92)  420.231  (m)         1378.71   (f) ADJ UNCH    2 0
 GY1301
 GY1301.Superseded values are not recommended for survey control.
 GY1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1301.See file dsdata.txt to determine how the superseded data were derived.
 GY1301
 GY1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB625202(NAD 83)
 GY1301_MARKER: DB = BENCH MARK DISK
 GY1301_SETTING: 66 = SET IN ROCK OUTCROP
 GY1301_SP_SET: ROCK CUT
 GY1301_STAMPING: H 317 1952 1378.708
 GY1301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1301+STABILITY: POSITION/ELEVATION WELL
 GY1301
 GY1301  HISTORY     - Date     Condition        Report By
 GY1301  HISTORY     - 1952     MONUMENTED       CGS
 GY1301  HISTORY     - 1956     GOOD             NGS
 GY1301
 GY1301                          STATION DESCRIPTION
 GY1301
 GY1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1301'0.8 MI NE FROM SHELBY GAP.
 GY1301'0.85 MILE NORTHEAST ALONG STATE HIGHWAY 197 FROM THE JUNCTION OF
 GY1301'U.S. HIGHWAY 23 AND 119 AT SHELBY GAP, 0.15 MILE SOUTHEAST OF A
 GY1301'CURVE WITH TANGENTS EXTENDING SOUTHEAST AND WEST, 96 FEET
 GY1301'NORTHWEST OF NORTHEAST END OF AN 18-INCH PIPE CULVERT, 20 FEET
 GY1301'NORTHEAST OF THE CENTER LINE OF HIGHWAY, SET VERTICALLY IN THE
 GY1301'SOUTHWEST FACE OF A 6-FOOT HIGH ROCK LEDGE IN DEEP CUT, ABOUT 2.5
 GY1301'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1218 ***********************************************************************
 GY1218  DESIGNATION -  H 318
 GY1218  PID         -  GY1218
 GY1218  STATE/COUNTY-  KY/FLOYD
 GY1218  USGS QUAD   -  WAYLAND (1992)
 GY1218
 GY1218                         *CURRENT SURVEY CONTROL
 GY1218  ___________________________________________________________________
 GY1218* NAD 83(1986)-  37 26 35.     (N)    082 46 39.     (W)     SCALED    
 GY1218* NAVD 88     -       343.167  (meters)    1125.87   (feet)  ADJUSTED  
 GY1218  ___________________________________________________________________
 GY1218  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GY1218  DYNAMIC HT  -         342.899 (meters)    1124.99  (feet)  COMP
 GY1218  MODELED GRAV-     979,839.8   (mgal)                       NAVD 88
 GY1218
 GY1218  VERT ORDER  -  SECOND    CLASS 0
 GY1218
 GY1218.The horizontal coordinates were scaled from a topographic map and have
 GY1218.an estimated accuracy of +/- 6 seconds.
 GY1218
 GY1218.The orthometric height was determined by differential leveling
 GY1218.and adjusted by the National Geodetic Survey in June 1991..
 GY1218
 GY1218.The geoid height was determined by GEOID03.
 GY1218
 GY1218.The dynamic height is computed by dividing the NAVD 88
 GY1218.geopotential number by the normal gravity value computed on the
 GY1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1218.degrees latitude (g = 980.6199 gals.).
 GY1218
 GY1218.The modeled gravity was interpolated from observed gravity values.
 GY1218
 GY1218;                    North         East    Units  Estimated Accuracy
 GY1218;SPC KY1Z     - 1,127,350.    1,762,980.      MT  (+/- 180 meters Scaled)
 GY1218
 GY1218                          SUPERSEDED SURVEY CONTROL
 GY1218
 GY1218  NGVD 29 (??/??/92)  343.349  (m)         1126.47   (f) ADJ UNCH    2 0
 GY1218
 GY1218.Superseded values are not recommended for survey control.
 GY1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1218.See file dsdata.txt to determine how the superseded data were derived.
 GY1218
 GY1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB427455(NAD 83)
 GY1218_MARKER: DB = BENCH MARK DISK
 GY1218_SETTING: 66 = SET IN ROCK OUTCROP
 GY1218_SP_SET: ROCK CUT
 GY1218_STAMPING: H 318 1952 1126.471
 GY1218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1218+STABILITY: POSITION/ELEVATION WELL
 GY1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1218+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 GY1218
 GY1218  HISTORY     - Date     Condition        Report By
 GY1218  HISTORY     - 1952     MONUMENTED       CGS
 GY1218  HISTORY     - 1956     GOOD             NGS
 GY1218  HISTORY     - 20060124 GOOD             KYTC
 GY1218
 GY1218                          STATION DESCRIPTION
 GY1218
 GY1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1218'3.1 MI SW FROM MINNIE.
 GY1218'3.1 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE
 GY1218'HIGHWAY 122 AT MINNIE, 0.45 MILE SOUTHWEST OF THE TOP OF A GAP AND
 GY1218'A CEMETERY, SET VERTICALLY IN THE NORTHWEST FACE OF ROCK CUT, 21
 GY1218'FEET SOUTHEAST OF CENTER OF ROAD, 17.5 FEET SOUTHWEST OF SOUTHEAST
 GY1218'END OF AN 18-INCH PIPE CULVERT UNDER ROAD AND ABOUT 2 FEET ABOVE
 GY1218'LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM THE HIGH SCHOOL AT
 GY1218'WAYLAND BY GOING 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 7,
 GY1218'THENCE 2.45 MILES EAST ALONG A BLACK TOP AND GRAVEL ROAD.
 GY1218
 GY1218                          STATION RECOVERY (2006)
 GY1218
 GY1218'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1218'MARK IS ABOUT 450 FEET SOUTHWEST OF JUNCTION OF GRAVEL DRIVE NORTH AND
 GY1218'DOWNHILL TO HOME SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0187 ***********************************************************************
 GY0187  DESIGNATION -  H 319
 GY0187  PID         -  GY0187
 GY0187  STATE/COUNTY-  KY/PIKE
 GY0187  USGS QUAD   -  WILLIAMSON (1992)
 GY0187
 GY0187                         *CURRENT SURVEY CONTROL
 GY0187  ___________________________________________________________________
 GY0187* NAD 83(1986)-  37 38 09.     (N)    082 15 20.     (W)     SCALED    
 GY0187* NAVD 88     -       204.854  (meters)     672.09   (feet)  ADJUSTED  
 GY0187  ___________________________________________________________________
 GY0187  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GY0187  DYNAMIC HT  -         204.701 (meters)     671.59  (feet)  COMP
 GY0187  MODELED GRAV-     979,876.4   (mgal)                       NAVD 88
 GY0187
 GY0187  VERT ORDER  -  SECOND    CLASS 0
 GY0187
 GY0187.The horizontal coordinates were scaled from a topographic map and have
 GY0187.an estimated accuracy of +/- 6 seconds.
 GY0187
 GY0187.The orthometric height was determined by differential leveling
 GY0187.and adjusted by the National Geodetic Survey in June 1991..
 GY0187
 GY0187.The geoid height was determined by GEOID03.
 GY0187
 GY0187.The dynamic height is computed by dividing the NAVD 88
 GY0187.geopotential number by the normal gravity value computed on the
 GY0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0187.degrees latitude (g = 980.6199 gals.).
 GY0187
 GY0187.The modeled gravity was interpolated from observed gravity values.
 GY0187
 GY0187;                    North         East    Units  Estimated Accuracy
 GY0187;SPC KY1Z     - 1,150,330.    1,808,340.      MT  (+/- 180 meters Scaled)
 GY0187
 GY0187                          SUPERSEDED SURVEY CONTROL
 GY0187
 GY0187  NGVD 29 (??/??/92)  205.082  (m)          672.84   (f) ADJ UNCH    2 0
 GY0187
 GY0187.Superseded values are not recommended for survey control.
 GY0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0187.See file dsdata.txt to determine how the superseded data were derived.
 GY0187
 GY0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB892661(NAD 83)
 GY0187_MARKER: DB = BENCH MARK DISK
 GY0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0187_SP_SET: PIER
 GY0187_STAMPING: H 319 1952 672.840
 GY0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0187+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 GY0187
 GY0187  HISTORY     - Date     Condition        Report By
 GY0187  HISTORY     - 1952     MONUMENTED       CGS
 GY0187  HISTORY     - 1956     GOOD             NGS
 GY0187  HISTORY     - 1981     GOOD             NGS
 GY0187  HISTORY     - 20010627 GOOD             KYDT
 GY0187
 GY0187                          STATION DESCRIPTION
 GY0187
 GY0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0187'1.4 MI NE FROM BELFRY.
 GY0187'1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE HIGH SCHOOL
 GY0187'AT BELFRY, NEAR THE CONFLUENCE OF BLACKBERRY FORK AND POND CREEK,
 GY0187'ABOUT 80 YARDS SOUTHEAST AND ACROSS JUNCTION OF CREEKS FROM
 GY0187'CENTER LINE OF HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 GY0187'CENTER PIER OF RAILROAD BRIDGE OVER BLACKBERRY FORK AND A DIRT
 GY0187'ROAD, ABOUT 6 FEET BELOW LEVEL OF TRACK AND ABOUT LEVEL WITH
 GY0187'HIGHWAY.
 GY0187
 GY0187                          STATION RECOVERY (1981)
 GY0187
 GY0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GY0187'RECOVERED IN GOOD CONDITION.
 GY0187
 GY0187                          STATION RECOVERY (2001)
 GY0187
 GY0187'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0079 ***********************************************************************
 HZ0079  DESIGNATION -  H 32
 HZ0079  PID         -  HZ0079
 HZ0079  STATE/COUNTY-  KY/FAYETTE
 HZ0079  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0079
 HZ0079                         *CURRENT SURVEY CONTROL
 HZ0079  ___________________________________________________________________
 HZ0079* NAD 83(1986)-  38 06 21.     (N)    084 22 39.     (W)     SCALED    
 HZ0079* NAVD 88     -       285.729  (meters)     937.43   (feet)  ADJUSTED  
 HZ0079  ___________________________________________________________________
 HZ0079  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HZ0079  DYNAMIC HT  -         285.521 (meters)     936.75  (feet)  COMP
 HZ0079  MODELED GRAV-     979,892.6   (mgal)                       NAVD 88
 HZ0079
 HZ0079  VERT ORDER  -  SECOND    CLASS 0
 HZ0079
 HZ0079.The horizontal coordinates were scaled from a topographic map and have
 HZ0079.an estimated accuracy of +/- 6 seconds.
 HZ0079
 HZ0079.The orthometric height was determined by differential leveling
 HZ0079.and adjusted by the National Geodetic Survey in June 1991..
 HZ0079
 HZ0079.The geoid height was determined by GEOID03.
 HZ0079
 HZ0079.The dynamic height is computed by dividing the NAVD 88
 HZ0079.geopotential number by the normal gravity value computed on the
 HZ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0079.degrees latitude (g = 980.6199 gals.).
 HZ0079
 HZ0079.The modeled gravity was interpolated from observed gravity values.
 HZ0079
 HZ0079;                    North         East    Units  Estimated Accuracy
 HZ0079;SPC KY1Z     - 1,197,600.    1,620,360.      MT  (+/- 180 meters Scaled)
 HZ0079
 HZ0079                          SUPERSEDED SURVEY CONTROL
 HZ0079
 HZ0079  NGVD 29 (??/??/92)  285.899  (m)          937.99   (f) ADJ UNCH    2 0
 HZ0079
 HZ0079.Superseded values are not recommended for survey control.
 HZ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0079.See file dsdata.txt to determine how the superseded data were derived.
 HZ0079
 HZ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH299208(NAD 83)
 HZ0079_MARKER: DB = BENCH MARK DISK
 HZ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0079_STAMPING: H 32 1935 937.987
 HZ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0079+STABILITY: SURFACE MOTION
 HZ0079
 HZ0079  HISTORY     - Date     Condition        Report By
 HZ0079  HISTORY     - 1935     MONUMENTED       CGS
 HZ0079  HISTORY     - 1955     GOOD             NGS
 HZ0079
 HZ0079                          STATION DESCRIPTION
 HZ0079
 HZ0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0079'8.2 MI NE FROM LEXINGTON.
 HZ0079'1.75 MILES NORTHEAST ALONG LIMESTONE STREET FROM POST OFFICE IN
 HZ0079'LEXINGTON, 0.45 MILE SOUTHEAST ALONG BY-PASS U.S. HIGHWAY 25,
 HZ0079'3.05 MILES NORTHEAST AND EAST ALONG BRYAN STATION ROAD TO FORK
 HZ0079'SOUTHEAST, THENCE 2.65 MILES NORTHEAST ALONG BRYAN STATION ROAD
 HZ0079'TO CROSSROAD, THENCE NORTHWEST ON MUIR STATION ROAD FOR 0.3 MILE
 HZ0079'TO OLD RAILROAD GRADE AT OLD STATION BUILDING, 79.7 FEET SOUTH OF
 HZ0079'THE EAST CORNER OF THE STATION, 79.0 FEET SOUTHWEST OF THE FENCE
 HZ0079'AT THE CENTER OF THE OLD RAILROAD GRADE, 19.0 FEET SOUTHWEST OF
 HZ0079'FENCE CORNER POST, 3 FEET NORTHEAST OF THE EXTENDED LINE OF THE
 HZ0079'SOUTHWEST WALL OF STATION, 1.9 FEET NORTHWEST OF FENCE LINE, 1.5
 HZ0079'FEET ABOVE THE LEVEL OF THE OLD GRADE.  NOTE-- MARK IS ALSO
 HZ0079'REACHED FROM THE COURTHOUSE IN PARIS, 9.85 MILES ALONG U.S.
 HZ0079'HIGHWAYS 68 AND 27, THENCE SOUTHEAST 1.1 MILES ALONG MUIR STATION
 HZ0079'ROAD TO OLD RAILROAD GRADE AND MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1117 ***********************************************************************
 GY1117  DESIGNATION -  H 320
 GY1117  PID         -  GY1117
 GY1117  STATE/COUNTY-  KY/FLOYD
 GY1117  USGS QUAD   -  PIKEVILLE (1992)
 GY1117
 GY1117                         *CURRENT SURVEY CONTROL
 GY1117  ___________________________________________________________________
 GY1117* NAD 83(1986)-  37 27 24.     (N)    082 36 16.     (W)     SCALED    
 GY1117* NAVD 88     -       266.933  (meters)     875.76   (feet)  ADJUSTED  
 GY1117  ___________________________________________________________________
 GY1117  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GY1117  DYNAMIC HT  -         266.727 (meters)     875.09  (feet)  COMP
 GY1117  MODELED GRAV-     979,849.6   (mgal)                       NAVD 88
 GY1117
 GY1117  VERT ORDER  -  SECOND    CLASS 0
 GY1117
 GY1117.The horizontal coordinates were scaled from a topographic map and have
 GY1117.an estimated accuracy of +/- 6 seconds.
 GY1117
 GY1117.The orthometric height was determined by differential leveling
 GY1117.and adjusted by the National Geodetic Survey in June 1991..
 GY1117
 GY1117.The geoid height was determined by GEOID03.
 GY1117
 GY1117.The dynamic height is computed by dividing the NAVD 88
 GY1117.geopotential number by the normal gravity value computed on the
 GY1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1117.degrees latitude (g = 980.6199 gals.).
 GY1117
 GY1117.The modeled gravity was interpolated from observed gravity values.
 GY1117
 GY1117;                    North         East    Units  Estimated Accuracy
 GY1117;SPC KY1Z     - 1,129,360.    1,778,240.      MT  (+/- 180 meters Scaled)
 GY1117
 GY1117                          SUPERSEDED SURVEY CONTROL
 GY1117
 GY1117  NGVD 29 (??/??/92)  267.127  (m)          876.40   (f) ADJ UNCH    2 0
 GY1117
 GY1117.Superseded values are not recommended for survey control.
 GY1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1117.See file dsdata.txt to determine how the superseded data were derived.
 GY1117
 GY1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB580467(NAD 83)
 GY1117_MARKER: DB = BENCH MARK DISK
 GY1117_SETTING: 66 = SET IN ROCK OUTCROP
 GY1117_SP_SET: ROCK CLIFF
 GY1117_STAMPING: H 320 1953 876.399
 GY1117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1117+STABILITY: POSITION/ELEVATION WELL
 GY1117
 GY1117  HISTORY     - Date     Condition        Report By
 GY1117  HISTORY     - 1953     MONUMENTED       CGS
 GY1117  HISTORY     - 1956     GOOD             NGS
 GY1117
 GY1117                          STATION DESCRIPTION
 GY1117
 GY1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1117'7 MI S FROM HAROLD.
 GY1117'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 979 FROM THE C. AND O.
 GY1117'RR. STATION AT HAROLD, THENCE 5.55 MILES SOUTH AND SOUTHEAST ALONG
 GY1117'A ROAD FOLLOWING TOLER CREEK, 0.35 MILE SOUTHEAST OF TOLER CREEK
 GY1117'SCHOOL AND CHURCH OF CHRIST, 0.6 MILE SOUTHEAST OF MOTHERS HOME
 GY1117'REGULAR BAPTIST CHURCH, 70 YARDS SOUTHEAST AND ACROSS ROAD FROM A
 GY1117'GAS WELL, 17 FEET SOUTHEAST OF CENTER OF ROAD, 7 FEET NORTHEAST
 GY1117'OF CENTER OF CREEK BED, 27 FEET NORTH OF CENTER OF FORD ACROSS
 GY1117'CREEK, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CLIFF, AND
 GY1117'ABOUT 4 FEET ABOVE LEVEL OF ROAD AND CREEK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1535 ***********************************************************************
 GY1535  DESIGNATION -  H 321
 GY1535  PID         -  GY1535
 GY1535  STATE/COUNTY-  KY/FLOYD
 GY1535  USGS QUAD   -  HAROLD (1992)
 GY1535
 GY1535                         *CURRENT SURVEY CONTROL
 GY1535  ___________________________________________________________________
 GY1535* NAD 83(1986)-  37 30 23.     (N)    082 43 08.     (W)     SCALED    
 GY1535* NAVD 88     -       235.952  (meters)     774.12   (feet)  ADJUSTED  
 GY1535  ___________________________________________________________________
 GY1535  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GY1535  DYNAMIC HT  -         235.770 (meters)     773.52  (feet)  COMP
 GY1535  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 GY1535
 GY1535  VERT ORDER  -  SECOND    CLASS 0
 GY1535
 GY1535.The horizontal coordinates were scaled from a topographic map and have
 GY1535.an estimated accuracy of +/- 6 seconds.
 GY1535
 GY1535.The orthometric height was determined by differential leveling
 GY1535.and adjusted by the National Geodetic Survey in June 1991..
 GY1535
 GY1535.The geoid height was determined by GEOID03.
 GY1535
 GY1535.The dynamic height is computed by dividing the NAVD 88
 GY1535.geopotential number by the normal gravity value computed on the
 GY1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1535.degrees latitude (g = 980.6199 gals.).
 GY1535
 GY1535.The modeled gravity was interpolated from observed gravity values.
 GY1535
 GY1535;                    North         East    Units  Estimated Accuracy
 GY1535;SPC KY1Z     - 1,134,540.    1,767,940.      MT  (+/- 180 meters Scaled)
 GY1535
 GY1535                          SUPERSEDED SURVEY CONTROL
 GY1535
 GY1535  NGVD 29 (??/??/92)  236.140  (m)          774.74   (f) ADJ UNCH    2 0
 GY1535
 GY1535.Superseded values are not recommended for survey control.
 GY1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1535.See file dsdata.txt to determine how the superseded data were derived.
 GY1535
 GY1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB480524(NAD 83)
 GY1535_MARKER: DB = BENCH MARK DISK
 GY1535_SETTING: 66 = SET IN ROCK OUTCROP
 GY1535_SP_SET: ROCK LEDGE
 GY1535_STAMPING: H 321 1953 774.736
 GY1535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1535+STABILITY: POSITION/ELEVATION WELL
 GY1535
 GY1535  HISTORY     - Date     Condition        Report By
 GY1535  HISTORY     - 1953     MONUMENTED       CGS
 GY1535  HISTORY     - 1956     GOOD             NGS
 GY1535  HISTORY     - 20010613 MARK NOT FOUND   KYDT
 GY1535
 GY1535                          STATION DESCRIPTION
 GY1535
 GY1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1535'6.5 MI SE FROM MARTIN.
 GY1535'1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 80 FROM HIGH SCHOOL
 GY1535'AT MARTIN, THENCE 2.65 MILES SOUTH ALONG STATE HIGHWAY 122 FROM
 GY1535'JUNCTION, THENCE 2.8 MILES SOUTHEAST ALONG SPURLOCK CREEK, 0.25
 GY1535'MILE NORTHWEST OF SPURLOCK CREEK CHURCH OF CHRIST, 0.3 MILE
 GY1535'SOUTH OF SPURLOCK SCHOOL, 132 FEET SOUTH OF THE CENTER OF A
 GY1535'WOODEN BRIDGE AND CONCRETE WALK TO A HOUSE TO WEST, 18 FEET
 GY1535'EAST OF CENTER OF CREEK BED, 14 FEET WEST OF CENTER OF ROAD,
 GY1535'SET IN THE TOP OF THE WEST EDGE OF A LARGE ROCK LEDGE ASKEW
 GY1535'ACROSS THE CREEK, ABOUT 45 YARDS NORTH OF THE CONFLUENCE OF
 GY1535'A SMALL BRANCH FROM THE NORTH AND ABOUT 1 FOOT BELOW LEVEL OF
 GY1535'ROAD.
 GY1535
 GY1535                          STATION RECOVERY (2001)
 GY1535
 GY1535'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1037 ***********************************************************************
 GY1037  DESIGNATION -  H 322
 GY1037  PID         -  GY1037
 GY1037  STATE/COUNTY-  KY/KNOTT
 GY1037  USGS QUAD   -  BLACKEY (1992)
 GY1037
 GY1037                         *CURRENT SURVEY CONTROL
 GY1037  ___________________________________________________________________
 GY1037* NAD 83(1986)-  37 13 41.     (N)    082 59 12.     (W)     SCALED    
 GY1037* NAVD 88     -       305.790  (meters)    1003.25   (feet)  ADJUSTED  
 GY1037  ___________________________________________________________________
 GY1037  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GY1037  DYNAMIC HT  -         305.541 (meters)    1002.43  (feet)  COMP
 GY1037  MODELED GRAV-     979,808.7   (mgal)                       NAVD 88
 GY1037
 GY1037  VERT ORDER  -  SECOND    CLASS 0
 GY1037
 GY1037.The horizontal coordinates were scaled from a topographic map and have
 GY1037.an estimated accuracy of +/- 6 seconds.
 GY1037
 GY1037.The orthometric height was determined by differential leveling
 GY1037.and adjusted by the National Geodetic Survey in June 1991..
 GY1037
 GY1037.The geoid height was determined by GEOID03.
 GY1037
 GY1037.The dynamic height is computed by dividing the NAVD 88
 GY1037.geopotential number by the normal gravity value computed on the
 GY1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1037.degrees latitude (g = 980.6199 gals.).
 GY1037
 GY1037.The modeled gravity was interpolated from observed gravity values.
 GY1037
 GY1037;                    North         East    Units  Estimated Accuracy
 GY1037;SPC KY1Z     - 1,102,930.    1,745,190.      MT  (+/- 180 meters Scaled)
 GY1037
 GY1037                          SUPERSEDED SURVEY CONTROL
 GY1037
 GY1037  NGVD 29 (??/??/92)  305.949  (m)         1003.77   (f) ADJ UNCH    2 0
 GY1037
 GY1037.Superseded values are not recommended for survey control.
 GY1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1037.See file dsdata.txt to determine how the superseded data were derived.
 GY1037
 GY1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB237220(NAD 83)
 GY1037_MARKER: DB = BENCH MARK DISK
 GY1037_SETTING: 66 = SET IN ROCK OUTCROP
 GY1037_SP_SET: ROCK CUT
 GY1037_STAMPING: H 322 1953 1003.768
 GY1037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1037+STABILITY: POSITION/ELEVATION WELL
 GY1037
 GY1037  HISTORY     - Date     Condition        Report By
 GY1037  HISTORY     - 1953     MONUMENTED       CGS
 GY1037  HISTORY     - 1956     GOOD             NGS
 GY1037
 GY1037                          STATION DESCRIPTION
 GY1037
 GY1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1037'0.6 MI NW FROM CODY.
 GY1037'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 GY1037'OF STATE HIGHWAY 160 AT CODY, SET VERTICALLY IN THE NORTHEAST
 GY1037'FACE OF SOLID LAYER OF ROCK AT BOTTOM OF A 30-FOOT HIGH SHALY
 GY1037'CUT, ABOUT 73 YARDS NORTHWEST OF A STONE CULVERT AND SOUTHEAST
 GY1037'END OF ROCKY PART OF CUT, 22.5 FEET SOUTHWEST OF CENTER LINE
 GY1037'OF HIGHWAY, 80.5 FEET SOUTHEAST OF CENTER OF SOUTHWEST END OF
 GY1037'A 3-FOOT CONCRETE AND STONE CULVERT, AND ABOUT 4 FEET ABOVE
 GY1037'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1189 ***********************************************************************
 GY1189  DESIGNATION -  H 323
 GY1189  PID         -  GY1189
 GY1189  STATE/COUNTY-  KY/KNOTT
 GY1189  USGS QUAD   -  KITE (1992)
 GY1189
 GY1189                         *CURRENT SURVEY CONTROL
 GY1189  ___________________________________________________________________
 GY1189* NAD 83(1986)-  37 18 11.     (N)    082 46 41.     (W)     SCALED    
 GY1189* NAVD 88     -       297.270  (meters)     975.29   (feet)  ADJUSTED  
 GY1189  ___________________________________________________________________
 GY1189  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GY1189  DYNAMIC HT  -         297.029 (meters)     974.50  (feet)  COMP
 GY1189  MODELED GRAV-     979,811.2   (mgal)                       NAVD 88
 GY1189
 GY1189  VERT ORDER  -  SECOND    CLASS 0
 GY1189
 GY1189.The horizontal coordinates were scaled from a topographic map and have
 GY1189.an estimated accuracy of +/- 6 seconds.
 GY1189
 GY1189.The orthometric height was determined by differential leveling
 GY1189.and adjusted by the National Geodetic Survey in June 1991..
 GY1189
 GY1189.The geoid height was determined by GEOID03.
 GY1189
 GY1189.The dynamic height is computed by dividing the NAVD 88
 GY1189.geopotential number by the normal gravity value computed on the
 GY1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1189.degrees latitude (g = 980.6199 gals.).
 GY1189
 GY1189.The modeled gravity was interpolated from observed gravity values.
 GY1189
 GY1189;                    North         East    Units  Estimated Accuracy
 GY1189;SPC KY1Z     - 1,111,820.    1,763,430.      MT  (+/- 180 meters Scaled)
 GY1189
 GY1189                          SUPERSEDED SURVEY CONTROL
 GY1189
 GY1189  NGVD 29 (??/??/92)  297.431  (m)          975.82   (f) ADJ UNCH    2 0
 GY1189
 GY1189.Superseded values are not recommended for survey control.
 GY1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1189.See file dsdata.txt to determine how the superseded data were derived.
 GY1189
 GY1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB424299(NAD 83)
 GY1189_MARKER: DB = BENCH MARK DISK
 GY1189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1189_SP_SET: CULVERT
 GY1189_STAMPING: H 323 1953 975.822
 GY1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1189+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 GY1189
 GY1189  HISTORY     - Date     Condition        Report By
 GY1189  HISTORY     - 1953     MONUMENTED       CGS
 GY1189  HISTORY     - 1956     GOOD             NGS
 GY1189  HISTORY     - 20060125 GOOD             KYTC
 GY1189
 GY1189                          STATION DESCRIPTION
 GY1189
 GY1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1189'0.4 MI NW FROM HALL.
 GY1189'0.45 MILE NORTHWEST ALONG STATE HIGHWAY 7 FROM MULLINS STORE AND
 GY1189'POST OFFICE AT HALL, 0.75 MILE NORTHWEST OF BRIDGE OVER ARNOLD
 GY1189'FORK AND CONFLUENCE OF ARNOLD AND ISSAC FORKS, SET IN THE TOP OF
 GY1189'THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A SKEW 5-FOOT
 GY1189'CONCRETE BOX CULVERT FOR A SMALL BRANCH FROM THE NORTHEAST, 15
 GY1189'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT BELOW
 GY1189'LEVEL OF HIGHWAY.
 GY1189
 GY1189                          STATION RECOVERY (2006)
 GY1189
 GY1189'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1189'MARK IS 1 FOOT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1020 ***********************************************************************
 GY1020  DESIGNATION -  H 324
 GY1020  PID         -  GY1020
 GY1020  STATE/COUNTY-  KY/LETCHER
 GY1020  USGS QUAD   -  MAYKING (1992)
 GY1020
 GY1020                         *CURRENT SURVEY CONTROL
 GY1020  ___________________________________________________________________
 GY1020* NAD 83(1986)-  37 08 57.     (N)    082 49 17.     (W)     SCALED    
 GY1020* NAVD 88     -       374.930  (meters)    1230.08   (feet)  ADJUSTED  
 GY1020  ___________________________________________________________________
 GY1020  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GY1020  DYNAMIC HT  -         374.618 (meters)    1229.06  (feet)  COMP
 GY1020  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 GY1020
 GY1020  VERT ORDER  -  SECOND    CLASS 0
 GY1020
 GY1020.The horizontal coordinates were scaled from a topographic map and have
 GY1020.an estimated accuracy of +/- 6 seconds.
 GY1020
 GY1020.The orthometric height was determined by differential leveling
 GY1020.and adjusted by the National Geodetic Survey in June 1991..
 GY1020
 GY1020.The geoid height was determined by GEOID03.
 GY1020
 GY1020.The dynamic height is computed by dividing the NAVD 88
 GY1020.geopotential number by the normal gravity value computed on the
 GY1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1020.degrees latitude (g = 980.6199 gals.).
 GY1020
 GY1020.The modeled gravity was interpolated from observed gravity values.
 GY1020
 GY1020;                    North         East    Units  Estimated Accuracy
 GY1020;SPC KY1Z     - 1,094,630.    1,760,120.      MT  (+/- 180 meters Scaled)
 GY1020
 GY1020                          SUPERSEDED SURVEY CONTROL
 GY1020
 GY1020  NGVD 29 (??/??/92)  375.086  (m)         1230.59   (f) ADJ UNCH    2 0
 GY1020
 GY1020.Superseded values are not recommended for survey control.
 GY1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1020.See file dsdata.txt to determine how the superseded data were derived.
 GY1020
 GY1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB382129(NAD 83)
 GY1020_MARKER: DB = BENCH MARK DISK
 GY1020_SETTING: 66 = SET IN ROCK OUTCROP
 GY1020_SP_SET: ROCK CUT
 GY1020_STAMPING: H 324 1953 1230.595
 GY1020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1020+STABILITY: POSITION/ELEVATION WELL
 GY1020
 GY1020  HISTORY     - Date     Condition        Report By
 GY1020  HISTORY     - 1953     MONUMENTED       CGS
 GY1020  HISTORY     - 1956     GOOD             NGS
 GY1020
 GY1020                          STATION DESCRIPTION
 GY1020
 GY1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1020'3.1 MI N FROM WHITESBURG.
 GY1020'3.1 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE COURT HOUSE AT
 GY1020'WHITESBURG, ABOUT 47 YARDS NORTH OF THE JUNCTION OF A PRIVATE
 GY1020'ROAD WEST TO A HOUSE, ABOUT 146 YARDS SOUTH OF A CULVERT FOR A
 GY1020'SMALL BRANCH FROM THE NORTHEAST, SET VERTICALLY IN WEST FACE
 GY1020'OF SOLID ROCK CUT ABOUT 6 FEET HIGH AND WITH SMALL HOLES, 17
 GY1020'FEET EAST OF THE CENTER LINE OF HIGHWAY AND ABOUT 3.5 FEET ABOVE
 GY1020'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1159 ***********************************************************************
 GY1159  DESIGNATION -  H 325
 GY1159  PID         -  GY1159
 GY1159  STATE/COUNTY-  KY/LETCHER
 GY1159  USGS QUAD   -  JENKINS WEST (1992)
 GY1159
 GY1159                         *CURRENT SURVEY CONTROL
 GY1159  ___________________________________________________________________
 GY1159* NAD 83(1986)-  37 12 34.     (N)    082 42 33.     (W)     SCALED    
 GY1159* NAVD 88     -       410.526  (meters)    1346.87   (feet)  ADJUSTED  
 GY1159  ___________________________________________________________________
 GY1159  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GY1159  DYNAMIC HT  -         410.181 (meters)    1345.74  (feet)  COMP
 GY1159  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 GY1159
 GY1159  VERT ORDER  -  SECOND    CLASS 0
 GY1159
 GY1159.The horizontal coordinates were scaled from a topographic map and have
 GY1159.an estimated accuracy of +/- 6 seconds.
 GY1159
 GY1159.The orthometric height was determined by differential leveling
 GY1159.and adjusted by the National Geodetic Survey in June 1991..
 GY1159
 GY1159.The geoid height was determined by GEOID03.
 GY1159
 GY1159.The dynamic height is computed by dividing the NAVD 88
 GY1159.geopotential number by the normal gravity value computed on the
 GY1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1159.degrees latitude (g = 980.6199 gals.).
 GY1159
 GY1159.The modeled gravity was interpolated from observed gravity values.
 GY1159
 GY1159;                    North         East    Units  Estimated Accuracy
 GY1159;SPC KY1Z     - 1,101,630.    1,769,870.      MT  (+/- 180 meters Scaled)
 GY1159
 GY1159                          SUPERSEDED SURVEY CONTROL
 GY1159
 GY1159  NGVD 29 (??/??/92)  410.683  (m)         1347.38   (f) ADJ UNCH    2 0
 GY1159
 GY1159.Superseded values are not recommended for survey control.
 GY1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1159.See file dsdata.txt to determine how the superseded data were derived.
 GY1159
 GY1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB483194(NAD 83)
 GY1159_MARKER: DB = BENCH MARK DISK
 GY1159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1159_SP_SET: CULVERT
 GY1159_STAMPING: H 325 1953 1347.382
 GY1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1159
 GY1159  HISTORY     - Date     Condition        Report By
 GY1159  HISTORY     - 1953     MONUMENTED       CGS
 GY1159  HISTORY     - 1956     GOOD             NGS
 GY1159
 GY1159                          STATION DESCRIPTION
 GY1159
 GY1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1159'1.4 MI N FROM NEON.
 GY1159'1.4 MILES NORTH ALONG STATE HIGHWAY 317 FROM THE JUNCTION OF
 GY1159'STATE HIGHWAY 343 AT NEON, 0.45 MILE NORTH OF CROSSING OF L.
 GY1159'AND N. RR. AT LITTLE CREEK, .45 MILE SOUTH OF THE JUNCTION OF
 GY1159'STATE HIGHWAY 275 AT HEMPHILL, IN THE TOP AND 4.5 FEET SOUTHWEST
 GY1159'OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL OF A
 GY1159'5-FOOT CONCRETE AND STONE BOX CULVERT FOR A BRANCH FROM THE
 GY1159'NORTHWEST, 15.5 FEET NORTHWEST OF CENTER LINE OF HIGHWAY AND
 GY1159'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0898 ***********************************************************************
 GY0898  DESIGNATION -  H 326
 GY0898  PID         -  GY0898
 GY0898  STATE/COUNTY-  KY/LETCHER
 GY0898  USGS QUAD   -  JENKINS WEST (1992)
 GY0898
 GY0898                         *CURRENT SURVEY CONTROL
 GY0898  ___________________________________________________________________
 GY0898* NAD 83(1986)-  37 09 30.     (N)    082 44 22.     (W)     SCALED    
 GY0898* NAVD 88     -       383.192  (meters)    1257.19   (feet)  ADJUSTED  
 GY0898  ___________________________________________________________________
 GY0898  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GY0898  DYNAMIC HT  -         382.868 (meters)    1256.13  (feet)  COMP
 GY0898  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 GY0898
 GY0898  VERT ORDER  -  FIRST     CLASS I
 GY0898
 GY0898.The horizontal coordinates were scaled from a topographic map and have
 GY0898.an estimated accuracy of +/- 6 seconds.
 GY0898
 GY0898.The orthometric height was determined by differential leveling
 GY0898.and adjusted by the National Geodetic Survey in June 1991..
 GY0898
 GY0898.The geoid height was determined by GEOID03.
 GY0898
 GY0898.The dynamic height is computed by dividing the NAVD 88
 GY0898.geopotential number by the normal gravity value computed on the
 GY0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0898.degrees latitude (g = 980.6199 gals.).
 GY0898
 GY0898.The modeled gravity was interpolated from observed gravity values.
 GY0898
 GY0898;                    North         East    Units  Estimated Accuracy
 GY0898;SPC KY1Z     - 1,095,880.    1,767,370.      MT  (+/- 180 meters Scaled)
 GY0898
 GY0898                          SUPERSEDED SURVEY CONTROL
 GY0898
 GY0898  NGVD 29 (??/??/92)  383.350  (m)         1257.71   (f) ADJ UNCH    1 1
 GY0898
 GY0898.Superseded values are not recommended for survey control.
 GY0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0898.See file dsdata.txt to determine how the superseded data were derived.
 GY0898
 GY0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB455138(NAD 83)
 GY0898_MARKER: DB = BENCH MARK DISK
 GY0898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0898_SP_SET: CULVERT
 GY0898_STAMPING: H 326 1953 1257.707
 GY0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0898
 GY0898  HISTORY     - Date     Condition        Report By
 GY0898  HISTORY     - 1953     MONUMENTED       CGS
 GY0898  HISTORY     - 1967     GOOD             NGS
 GY0898
 GY0898                          STATION DESCRIPTION
 GY0898
 GY0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0898'8.8 MI W FROM JENKINS.
 GY0898'ABOUT 6.4 MILES WEST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 GY0898'AT JENKINS, THENCE 2.35 MILES SOUTHWEST ALONG THE LOUISVILLE AND
 GY0898'NASHVILLE RAILROAD, OR ABOUT 9.75 MILES NORTHEAST ALONG THE
 GY0898'LOUISVILLE AND NASHVILLE RAILROAD FROM THE STATION AT WHITESBURG,
 GY0898'0.1 MILE NORTHEAST OF THE MARTHA JANE POTTER ELEMENTARY SCHOOL,
 GY0898'57 YARDS NORTHEAST OF THE CROSSING OF THE RAILROAD AND A ROAD,
 GY0898'24 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 GY0898'11 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDETRACK, SET IN
 GY0898'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL
 GY0898'OF A CULVERT OVER BOONE CREEK, 0.6 MILE SOUTHEAST OF BENCH MARK
 GY0898'G 326, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1353 ***********************************************************************
 GA1353  DESIGNATION -  H 327
 GA1353  PID         -  GA1353
 GA1353  STATE/COUNTY-  KY/HARLAN
 GA1353  USGS QUAD   -  BENHAM (1979)
 GA1353
 GA1353                         *CURRENT SURVEY CONTROL
 GA1353  ___________________________________________________________________
 GA1353* NAD 83(1986)-  36 57 59.     (N)    082 56 02.     (W)     SCALED    
 GA1353* NAVD 88     -       502.500  (meters)    1648.62   (feet)  ADJUSTED  
 GA1353  ___________________________________________________________________
 GA1353  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA1353  DYNAMIC HT  -         502.042 (meters)    1647.12  (feet)  COMP
 GA1353  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 GA1353
 GA1353  VERT ORDER  -  SECOND    CLASS 0
 GA1353
 GA1353.The horizontal coordinates were scaled from a topographic map and have
 GA1353.an estimated accuracy of +/- 6 seconds.
 GA1353
 GA1353.The orthometric height was determined by differential leveling
 GA1353.and adjusted by the National Geodetic Survey in June 1991..
 GA1353
 GA1353.The geoid height was determined by GEOID03.
 GA1353
 GA1353.The dynamic height is computed by dividing the NAVD 88
 GA1353.geopotential number by the normal gravity value computed on the
 GA1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1353.degrees latitude (g = 980.6199 gals.).
 GA1353
 GA1353.The modeled gravity was interpolated from observed gravity values.
 GA1353
 GA1353;                    North         East    Units  Estimated Accuracy
 GA1353;SPC KY1Z     - 1,074,040.    1,750,750.      MT  (+/- 180 meters Scaled)
 GA1353
 GA1353                          SUPERSEDED SURVEY CONTROL
 GA1353
 GA1353  NGVD 29 (??/??/92)  502.594  (m)         1648.93   (f) ADJ UNCH    2 0
 GA1353
 GA1353.Superseded values are not recommended for survey control.
 GA1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1353.See file dsdata.txt to determine how the superseded data were derived.
 GA1353
 GA1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA278928(NAD 83)
 GA1353_MARKER: DB = BENCH MARK DISK
 GA1353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1353_SP_SET: BUILDING
 GA1353_STAMPING: H 327 1953 1648.927
 GA1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1353
 GA1353  HISTORY     - Date     Condition        Report By
 GA1353  HISTORY     - 1953     MONUMENTED       CGS
 GA1353  HISTORY     - 1956     GOOD             NGS
 GA1353
 GA1353                          STATION DESCRIPTION
 GA1353
 GA1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1353'AT LYNCH.
 GA1353'AT LYNCH, ALONG STATE HIGHWAY 160, 1.55 MILES WEST OF THE HIGH
 GA1353'SCHOOL, 1.0 MILE WEST OF THE L. AND N. RAILROAD STATION, SET
 GA1353'VERTICALLY IN THE SOUTH FACE OF STONE FOUNDATION WALL OF RED
 GA1353'BRICK SCHOOL FOR COLORED, 24 FEET NORTH OF THE NORTH CURB OF
 GA1353'HIGHWAY 160, 30 FEET EAST OF EAST CURB OF STREET NORTH, 0.8 FOOT
 GA1353'EAST OF SOUTHWEST CORNER OF BUILDING AND ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1718 ***********************************************************************
 GA1718  DESIGNATION -  H 328
 GA1718  PID         -  GA1718
 GA1718  STATE/COUNTY-  KY/HARLAN
 GA1718  USGS QUAD   -  LOUELLEN (1982)
 GA1718
 GA1718                         *CURRENT SURVEY CONTROL
 GA1718  ___________________________________________________________________
 GA1718* NAD 83(1986)-  36 55 17.     (N)    083 00 50.     (W)     SCALED    
 GA1718* NAVD 88     -      1124.277  (meters)    3688.57   (feet)  ADJUSTED  
 GA1718  ___________________________________________________________________
 GA1718  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA1718  DYNAMIC HT  -        1123.318 (meters)    3685.42  (feet)  COMP
 GA1718  MODELED GRAV-     979,735.6   (mgal)                       NAVD 88
 GA1718
 GA1718  VERT ORDER  -  SECOND    CLASS 0
 GA1718
 GA1718.The horizontal coordinates were scaled from a topographic map and have
 GA1718.an estimated accuracy of +/- 6 seconds.
 GA1718
 GA1718.The orthometric height was determined by differential leveling
 GA1718.and adjusted by the National Geodetic Survey in June 1991..
 GA1718
 GA1718.The geoid height was determined by GEOID03.
 GA1718
 GA1718.The dynamic height is computed by dividing the NAVD 88
 GA1718.geopotential number by the normal gravity value computed on the
 GA1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1718.degrees latitude (g = 980.6199 gals.).
 GA1718
 GA1718.The modeled gravity was interpolated from observed gravity values.
 GA1718
 GA1718;                    North         East    Units  Estimated Accuracy
 GA1718;SPC KY1Z     - 1,068,840.    1,743,770.      MT  (+/- 180 meters Scaled)
 GA1718
 GA1718                          SUPERSEDED SURVEY CONTROL
 GA1718
 GA1718  NGVD 29 (??/??/92) 1124.461  (m)         3689.17   (f) ADJ UNCH    2 0
 GA1718
 GA1718.Superseded values are not recommended for survey control.
 GA1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1718.See file dsdata.txt to determine how the superseded data were derived.
 GA1718
 GA1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA206880(NAD 83)
 GA1718_MARKER: DB = BENCH MARK DISK
 GA1718_SETTING: 66 = SET IN ROCK OUTCROP
 GA1718_SP_SET: OUTCROP
 GA1718_STAMPING: H 328 1953 3689.169
 GA1718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1718+STABILITY: POSITION/ELEVATION WELL
 GA1718
 GA1718  HISTORY     - Date     Condition        Report By
 GA1718  HISTORY     - 1953     MONUMENTED       CGS
 GA1718  HISTORY     - 1956     GOOD             NGS
 GA1718
 GA1718                          STATION DESCRIPTION
 GA1718
 GA1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1718'6.2 MI NE FROM LOUELLEN.
 GA1718'6.15 MILES NORTHEAST ALONG ROAD FOLLOWING FUGITT CREEK AND UP
 GA1718'WEST SLOPE OF BLACK MOUNTAIN FROM JUNCTION OF STATE HIGHWAY
 GA1718'38 AND SCHOOL AT LOUELLEN, ABOUT 110 YARDS WEST OF THE JUNCTION
 GA1718'OF A LOGGING ROAD SOUTH, AT THE TOP OF A GRADE, SET VERTICALLY
 GA1718'ABOUT 4 FEET ABOVE GROUND IN THE 5-FOOT HIGH WEST FACE OF A 25
 GA1718'BY 40 FOOT SLANTING OUTCROP, 36 FEET SOUTH OF CENTER OF ROAD,
 GA1718'5 1/2 FEET SOUTH OF NORTHWEST CORNER OF OUTCROP AND ABOUT 8 FEET
 GA1718'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1695 ***********************************************************************
 GA1695  DESIGNATION -  H 329
 GA1695  PID         -  GA1695
 GA1695  STATE/COUNTY-  KY/HARLAN
 GA1695  USGS QUAD   -  HARLAN (1978)
 GA1695
 GA1695                         *CURRENT SURVEY CONTROL
 GA1695  ___________________________________________________________________
 GA1695* NAD 83(1986)-  36 51 21.     (N)    083 15 57.     (W)     SCALED    
 GA1695* NAVD 88     -       375.524  (meters)    1232.03   (feet)  ADJUSTED  
 GA1695  ___________________________________________________________________
 GA1695  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA1695  DYNAMIC HT  -         375.198 (meters)    1230.96  (feet)  COMP
 GA1695  MODELED GRAV-     979,753.3   (mgal)                       NAVD 88
 GA1695
 GA1695  VERT ORDER  -  SECOND    CLASS 0
 GA1695
 GA1695.The horizontal coordinates were scaled from a topographic map and have
 GA1695.an estimated accuracy of +/- 6 seconds.
 GA1695
 GA1695.The orthometric height was determined by differential leveling
 GA1695.and adjusted by the National Geodetic Survey in June 1991..
 GA1695
 GA1695.The geoid height was determined by GEOID03.
 GA1695
 GA1695.The dynamic height is computed by dividing the NAVD 88
 GA1695.geopotential number by the normal gravity value computed on the
 GA1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1695.degrees latitude (g = 980.6199 gals.).
 GA1695
 GA1695.The modeled gravity was interpolated from observed gravity values.
 GA1695
 GA1695;                    North         East    Units  Estimated Accuracy
 GA1695;SPC KY1Z     - 1,060,940.    1,721,520.      MT  (+/- 180 meters Scaled)
 GA1695
 GA1695                          SUPERSEDED SURVEY CONTROL
 GA1695
 GA1695  NGVD 29 (??/??/92)  375.668  (m)         1232.50   (f) ADJ UNCH    2 0
 GA1695
 GA1695.Superseded values are not recommended for survey control.
 GA1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1695.See file dsdata.txt to determine how the superseded data were derived.
 GA1695
 GA1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA980812(NAD 83)
 GA1695_MARKER: DB = BENCH MARK DISK
 GA1695_SETTING: 66 = SET IN ROCK OUTCROP
 GA1695_SP_SET: CUT
 GA1695_STAMPING: H 329 1953 1232.504
 GA1695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1695+STABILITY: POSITION/ELEVATION WELL
 GA1695
 GA1695  HISTORY     - Date     Condition        Report By
 GA1695  HISTORY     - 1953     MONUMENTED       CGS
 GA1695  HISTORY     - 1956     GOOD             NGS
 GA1695
 GA1695                          STATION DESCRIPTION
 GA1695
 GA1695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1695'4 MI E FROM HARLAN.
 GA1695'3.95 MILES EAST ALONG STATE HIGHWAY 38 FROM JUNCTION OF U.S.
 GA1695'HIGHWAY 421 AT HARLAN, ABOUT 57 YARDS EAST OF THE SOUTH END
 GA1695'OF A STEEL BRIDGE NORTH ACROSS CLOVER FORK TO COXTON SCHOOL,
 GA1695'SET VERTICALLY IN THE NORTH FACE OF A 4-FOOT HIGH SHALY CUT,
 GA1695'52 FEET EAST OF SOUTH END OF A 24-INCH PIPE CULVERT UNDER
 GA1695'HIGHWAY, 27 FEET SOUTH OF CENTER LINE OF HIGHWAY AND ABOUT
 GA1695'1 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4313 ***********************************************************************
 AJ4313  DESIGNATION -  H 329 RESET
 AJ4313  PID         -  AJ4313
 AJ4313  STATE/COUNTY-  KY/HARLAN
 AJ4313  USGS QUAD   -  HARLAN (1978)
 AJ4313
 AJ4313                         *CURRENT SURVEY CONTROL
 AJ4313  ___________________________________________________________________
 AJ4313* NAD 83(1986)-  36 51 21.     (N)    083 15 57.     (W)     SCALED    
 AJ4313* NAVD 88     -       374.66   (meters)    1229.2    (feet)  RESET     
 AJ4313  ___________________________________________________________________
 AJ4313  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 AJ4313
 AJ4313  VERT ORDER  -  THIRD
 AJ4313
 AJ4313.The horizontal coordinates were scaled from a topographic map and have
 AJ4313.an estimated accuracy of +/- 6 seconds.
 AJ4313
 AJ4313.The orthometric height was computed from unverified reset data.
 AJ4313.No vertical observational check was made to the station.
 AJ4313
 AJ4313.The geoid height was determined by GEOID03.
 AJ4313
 AJ4313;                    North         East    Units  Estimated Accuracy
 AJ4313;SPC KY1Z     - 1,060,940.    1,721,520.      MT  (+/- 180 meters Scaled)
 AJ4313
 AJ4313                          SUPERSEDED SURVEY CONTROL
 AJ4313
 AJ4313.No superseded survey control is available for this station.
 AJ4313
 AJ4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA980812(NAD 83)
 AJ4313_MARKER: DV = VERTICAL CONTROL DISK
 AJ4313_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ4313_SP_SET: BRIDGE ABUTMENT
 AJ4313_STAMPING: H 329 1953 RESET 2001
 AJ4313_MARK LOGO: NGS   
 AJ4313_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4313
 AJ4313  HISTORY     - Date     Condition        Report By
 AJ4313  HISTORY     - 2001     MONUMENTED       KYDT
 AJ4313
 AJ4313                          STATION DESCRIPTION
 AJ4313
 AJ4313'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 AJ4313'6.3 KM (3.90 MI) EAST ALONG KENTUCKY 38 FROM JUNCTION OF U.S. 421 AT
 AJ4313'HARLAN, AT THE JUNCTION OF A ROAD BRIDGE LEADING NORTH TO THE
 AJ4313'COMMUNITY OF COXTON, A DISK SET IN A DRILL HOLE IN THE TOP OF EAST
 AJ4313'WINGWALL OF THE SOUTH ABUTMENT OF A 38 M (124.7 FT) LONG CONCRETE
 AJ4313'BRIDGE OVER CLOVER FORK, 5.9 M (19.4 FT) EAST OF CENTERLINE OF BRIDGE,
 AJ4313'13.2 M (43.3 FT) NORTH OF CENTERLINE OF NEW KY 38, 0.47 M (1.54 FT)
 AJ4313'ABOVE BRIDGE DECK, 0.37 M (1.21 FT) NORTH OF A FIBERGLASS WITNESS
 AJ4313'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1682 ***********************************************************************
 GA1682  DESIGNATION -  H 330
 GA1682  PID         -  GA1682
 GA1682  STATE/COUNTY-  KY/HARLAN
 GA1682  USGS QUAD   -  PENNINGTON GAP (1990)
 GA1682
 GA1682                         *CURRENT SURVEY CONTROL
 GA1682  ___________________________________________________________________
 GA1682* NAD 83(1986)-  36 52 29.     (N)    083 00 40.     (W)     SCALED    
 GA1682* NAVD 88     -       533.906  (meters)    1751.66   (feet)  ADJUSTED  
 GA1682  ___________________________________________________________________
 GA1682  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA1682  DYNAMIC HT  -         533.432 (meters)    1750.10  (feet)  COMP
 GA1682  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 GA1682
 GA1682  VERT ORDER  -  SECOND    CLASS 0
 GA1682
 GA1682.The horizontal coordinates were scaled from a topographic map and have
 GA1682.an estimated accuracy of +/- 6 seconds.
 GA1682
 GA1682.The orthometric height was determined by differential leveling
 GA1682.and adjusted by the National Geodetic Survey in June 1991..
 GA1682
 GA1682.The geoid height was determined by GEOID03.
 GA1682
 GA1682.The dynamic height is computed by dividing the NAVD 88
 GA1682.geopotential number by the normal gravity value computed on the
 GA1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1682.degrees latitude (g = 980.6199 gals.).
 GA1682
 GA1682.The modeled gravity was interpolated from observed gravity values.
 GA1682
 GA1682;                    North         East    Units  Estimated Accuracy
 GA1682;SPC KY1Z     - 1,063,670.    1,744,170.      MT  (+/- 180 meters Scaled)
 GA1682
 GA1682                          SUPERSEDED SURVEY CONTROL
 GA1682
 GA1682  NGVD 29 (??/??/92)  534.033  (m)         1752.07   (f) ADJ UNCH    2 0
 GA1682
 GA1682.Superseded values are not recommended for survey control.
 GA1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1682.See file dsdata.txt to determine how the superseded data were derived.
 GA1682
 GA1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA207828(NAD 83)
 GA1682_MARKER: DB = BENCH MARK DISK
 GA1682_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1682_SP_SET: PIER
 GA1682_STAMPING: H 330 1953 1752.073
 GA1682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1682
 GA1682  HISTORY     - Date     Condition        Report By
 GA1682  HISTORY     - 1953     MONUMENTED       CGS
 GA1682  HISTORY     - 1956     GOOD             NGS
 GA1682
 GA1682                          STATION DESCRIPTION
 GA1682
 GA1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1682'5.6 MI SE FROM LOUELLEN.
 GA1682'ABOUT 5.65 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE
 GA1682'SCHOOL AT LOUELLEN, ABOUT 0.65 MILE NORTHWEST OF THE POST
 GA1682'OFFICE AT HOLMES MILL, ABOUT 0.7 MILE SOUTHEAST OF A BRIDGE
 GA1682'OVER BREEDING CREEK, SET VERTICALLY IN THE NORTHWEST FACE
 GA1682'OF CONCRETE PIER OF LOUISVILLE AND NASHVILLE RAILROAD OVERPASS
 GA1682'OVER HIGHWAY, 13 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 1
 GA1682'FOOT SOUTHWEST OF NORTH CORNER OF CONCRETE PIER AND ABOUT 2
 GA1682'FEET ABOVE LEVEL OF HIGHWAY.
 GA1682
 GA1682                          STATION RECOVERY (1956)
 GA1682
 GA1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0975 ***********************************************************************
 HA0975  DESIGNATION -  H 331
 HA0975  PID         -  HA0975
 HA0975  STATE/COUNTY-  KY/HENDERSON
 HA0975  USGS QUAD   -  MOUNT VERNON (1981)
 HA0975
 HA0975                         *CURRENT SURVEY CONTROL
 HA0975  ___________________________________________________________________
 HA0975* NAD 83(1986)-  37 55 11.     (N)    087 53 33.     (W)     SCALED    
 HA0975* NAVD 88     -       109.513  (meters)     359.29   (feet)  ADJUSTED  
 HA0975  ___________________________________________________________________
 HA0975  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HA0975  DYNAMIC HT  -         109.439 (meters)     359.05  (feet)  COMP
 HA0975  MODELED GRAV-     979,946.7   (mgal)                       NAVD 88
 HA0975
 HA0975  VERT ORDER  -  FIRST     CLASS II
 HA0975
 HA0975.The horizontal coordinates were scaled from a topographic map and have
 HA0975.an estimated accuracy of +/- 6 seconds.
 HA0975
 HA0975.The orthometric height was determined by differential leveling
 HA0975.and adjusted by the National Geodetic Survey in June 1991..
 HA0975
 HA0975.The geoid height was determined by GEOID03.
 HA0975
 HA0975.The dynamic height is computed by dividing the NAVD 88
 HA0975.geopotential number by the normal gravity value computed on the
 HA0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0975.degrees latitude (g = 980.6199 gals.).
 HA0975
 HA0975.The modeled gravity was interpolated from observed gravity values.
 HA0975
 HA0975;                    North         East    Units  Estimated Accuracy
 HA0975;SPC KY1Z     - 1,178,220.    1,311,650.      MT  (+/- 180 meters Scaled)
 HA0975
 HA0975                          SUPERSEDED SURVEY CONTROL
 HA0975
 HA0975  NGVD 29 (??/??/92)  109.614  (m)          359.63   (f) ADJ UNCH    1 2
 HA0975
 HA0975.Superseded values are not recommended for survey control.
 HA0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0975.See file dsdata.txt to determine how the superseded data were derived.
 HA0975
 HA0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG215972(NAD 83)
 HA0975_MARKER: DB = BENCH MARK DISK
 HA0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0975_STAMPING: H 331 1953
 HA0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0975+STABILITY: SURFACE MOTION
 HA0975
 HA0975  HISTORY     - Date     Condition        Report By
 HA0975  HISTORY     - 1953     MONUMENTED       CGS
 HA0975  HISTORY     - 1964     GOOD             FAS
 HA0975
 HA0975                          STATION DESCRIPTION
 HA0975
 HA0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0975'13.1 MI N FROM UNIONTOWN.
 HA0975'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 360 FROM THE
 HA0975'INTERSECTION OF MAIN STREET AT UNIONTOWN, THENCE ABOUT 5.65 MILES
 HA0975'NORTHEAST AND NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 6.9 MILES
 HA0975'WEST AND NORTH ALONG A ROAD FOLLOWING THE OHIO RIVER UPSTREAM, AT
 HA0975'THE JUNCTION OF STATE HIGHWAY 136, ABOUT 0.15 MILE SOUTH OF SOUTH
 HA0975'BANK OF OHIO RIVER AT FERRY LANDING LEADING TO MOUNT VERNON,
 HA0975'POSEY COUNTY, INDIANA, 17 FEET SOUTH OF CENTER LINE OF ROAD, ABOUT
 HA0975'15 FEET EAST OF EXTENDED CENTER LINE OF ROAD TO FERRY LANDING, 57
 HA0975'FEET WEST OF A CONCRETE POST CAST 11+ 00 B.E.G.S. 56 - (3) IN,
 HA0975'7 1/2 FEET EAST-SOUTHEAST OF A 12-INCH LOCUST TREE, 3 1/2 FEET
 HA0975'EAST OF A FENCE CORNER, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 HA0975'POST, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 HA0975'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THERE IS NO LONGER A
 HA0975'FERRY ROAD AND THE MARK IS NOW 6 INCHES UNDERGROUND.
 HA0975
 HA0975                          STATION RECOVERY (1964)
 HA0975
 HA0975'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1482 ***********************************************************************
 HZ1482  DESIGNATION -  H 332
 HZ1482  PID         -  HZ1482
 HZ1482  STATE/COUNTY-  KY/JEFFERSON
 HZ1482  USGS QUAD   -  NEW ALBANY (1992)
 HZ1482
 HZ1482                         *CURRENT SURVEY CONTROL
 HZ1482  ___________________________________________________________________
 HZ1482* NAD 83(1986)-  38 15 42.     (N)    085 46 26.     (W)     SCALED    
 HZ1482* NAVD 88     -       139.420  (meters)     457.41   (feet)  ADJUSTED  
 HZ1482  ___________________________________________________________________
 HZ1482  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1482  DYNAMIC HT  -         139.326 (meters)     457.11  (feet)  COMP
 HZ1482  MODELED GRAV-     979,953.4   (mgal)                       NAVD 88
 HZ1482
 HZ1482  VERT ORDER  -  FIRST     CLASS II
 HZ1482
 HZ1482.The horizontal coordinates were scaled from a topographic map and have
 HZ1482.an estimated accuracy of +/- 6 seconds.
 HZ1482
 HZ1482.The orthometric height was determined by differential leveling
 HZ1482.and adjusted by the National Geodetic Survey in June 1991..
 HZ1482
 HZ1482.The geoid height was determined by GEOID03.
 HZ1482
 HZ1482.The dynamic height is computed by dividing the NAVD 88
 HZ1482.geopotential number by the normal gravity value computed on the
 HZ1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1482.degrees latitude (g = 980.6199 gals.).
 HZ1482
 HZ1482.The modeled gravity was interpolated from observed gravity values.
 HZ1482
 HZ1482;                    North         East    Units  Estimated Accuracy
 HZ1482;SPC KY1Z     - 1,214,010.    1,497,910.      MT  (+/- 180 meters Scaled)
 HZ1482
 HZ1482                          SUPERSEDED SURVEY CONTROL
 HZ1482
 HZ1482  NGVD 29 (??/??/92)  139.565  (m)          457.89   (f) ADJ UNCH    1 2
 HZ1482
 HZ1482.Superseded values are not recommended for survey control.
 HZ1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1482.See file dsdata.txt to determine how the superseded data were derived.
 HZ1482
 HZ1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH072355(NAD 83)
 HZ1482_MARKER: DB = BENCH MARK DISK
 HZ1482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1482_SP_SET: BUILDING
 HZ1482_STAMPING: H 332 1954
 HZ1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1482
 HZ1482  HISTORY     - Date     Condition        Report By
 HZ1482  HISTORY     - 1954     MONUMENTED       CGS
 HZ1482  HISTORY     - 1967     GOOD             NGS
 HZ1482
 HZ1482                          STATION DESCRIPTION
 HZ1482
 HZ1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1482'AT LOUISVILLE.
 HZ1482'AT LOUISVILLE, AT THE JUNCTION OF NORTH 15TH STREET AND PORTLAND
 HZ1482'AVENUE, SET VERTICALLY IN THE EAST FACE OF ROSS SEED COMPANY
 HZ1482'BUILDING, 85 FEET SOUTH OF THE SOUTH CURB OF PORTLAND AVENUE,
 HZ1482'12 FEET WEST OF WEST CURB OF NORTH 15TH STREET, 40 1/2 FEET
 HZ1482'NORTH OF CENTER OF DOORWAY NO. 312 NORTH 15TH STREET, AND ABOUT
 HZ1482'3 FEET ABOVE LEVEL OF SIDE WALK.
 HZ1482
 HZ1482                          STATION RECOVERY (1967)
 HZ1482
 HZ1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HZ1482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0417 ***********************************************************************
 HA0417  DESIGNATION -  H 333
 HA0417  PID         -  HA0417
 HA0417  STATE/COUNTY-  KY/HANCOCK
 HA0417  USGS QUAD   -  TELL CITY (1980)
 HA0417
 HA0417                         *CURRENT SURVEY CONTROL
 HA0417  ___________________________________________________________________
 HA0417* NAD 83(1993)-  37 58 30.57623(N)    086 50 30.28021(W)     ADJUSTED  
 HA0417* NAVD 88     -       121.554  (meters)     398.80   (feet)  ADJUSTED  
 HA0417  ___________________________________________________________________
 HA0417  X           -     277,354.290 (meters)                     COMP
 HA0417  Y           -  -5,026,550.963 (meters)                     COMP
 HA0417  Z           -   3,903,326.164 (meters)                     COMP
 HA0417  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 HA0417  ELLIP HEIGHT-          89.74  (meters)          (12/20/95) GPS OBS
 HA0417  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HA0417  DYNAMIC HT  -         121.470 (meters)     398.52  (feet)  COMP
 HA0417  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 HA0417
 HA0417  HORZ ORDER  -  THIRD
 HA0417  VERT ORDER  -  FIRST     CLASS II
 HA0417  ELLP ORDER  -  FOURTH    CLASS I
 HA0417
 HA0417.The horizontal coordinates were established by GPS observations
 HA0417.and adjusted by the National Geodetic Survey in December 1995..
 HA0417
 HA0417.The orthometric height was determined by differential leveling
 HA0417.and adjusted by the National Geodetic Survey in June 1991..
 HA0417
 HA0417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA0417
 HA0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0417
 HA0417.The ellipsoidal height was determined by GPS observations
 HA0417.and is referenced to NAD 83.
 HA0417
 HA0417.The geoid height was determined by GEOID03.
 HA0417
 HA0417.The dynamic height is computed by dividing the NAVD 88
 HA0417.geopotential number by the normal gravity value computed on the
 HA0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0417.degrees latitude (g = 980.6199 gals.).
 HA0417
 HA0417.The modeled gravity was interpolated from observed gravity values.
 HA0417
 HA0417;                    North         East     Units Scale Factor Converg.
 HA0417;SPC KY1Z     - 1,182,775.068 1,404,088.222   MT  0.99990642   -0 40 13.0
 HA0417;SPC KY1Z     - 3,880,487.87  4,606,579.44   sFT  0.99990642   -0 40 13.0
 HA0417;SPC KY S     -   682,762.216   404,078.435   MT  1.00000790   -0 39 43.6
 HA0417;SPC KY S     - 2,240,029.04  1,325,714.00   sFT  1.00000790   -0 39 43.6
 HA0417;SPC IN W     -   302,764.514   921,225.805   MT  0.99997221   +0 08 55.2
 HA0417;SPC IN W     -   993,319.91  3,022,388.33   sFT  0.99997221   +0 08 55.2
 HA0417;UTM  16      - 4,203,070.794   513,899.099   MT  0.99960238   +0 05 50.6
 HA0417
 HA0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0417!SPC KY1Z     -   0.99998592  x   0.99990642  =   0.99989234
 HA0417!SPC KY S     -   0.99998592  x   1.00000790  =   0.99999382
 HA0417!SPC IN W     -   0.99998592  x   0.99997221  =   0.99995813
 HA0417!UTM  16      -   0.99998592  x   0.99960238  =   0.99958830
 HA0417
 HA0417                          SUPERSEDED SURVEY CONTROL
 HA0417
 HA0417  NAD 83(1986)-  37 58 30.58331(N)    086 50 30.28387(W) AD(       ) 3
 HA0417  NGVD 29 (??/??/92)  121.661  (m)          399.15   (f) ADJ UNCH    1 2
 HA0417
 HA0417.Superseded values are not recommended for survey control.
 HA0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0417.See file dsdata.txt to determine how the superseded data were derived.
 HA0417
 HA0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1389903071(NAD 83)
 HA0417_MARKER: DB = BENCH MARK DISK
 HA0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0417_SP_SET: CONCRETE POST
 HA0417_STAMPING: H 333 1953
 HA0417_MARK LOGO: CGS   
 HA0417_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0417+STABILITY: SURFACE MOTION
 HA0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0417+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1989
 HA0417
 HA0417  HISTORY     - Date     Condition        Report By
 HA0417  HISTORY     - 1953     MONUMENTED       CGS
 HA0417  HISTORY     - 19890114 GOOD             NGS
 HA0417
 HA0417                          STATION DESCRIPTION
 HA0417
 HA0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0417'4.7 MI NE FROM LEWISPORT.
 HA0417'ABOUT 4.7 MILES NORTHEAST ALONG STATE HIGHWAY 334 FROM THE BAPTIST
 HA0417'CHURCH AT LEWISPORT, AT A CURVE IN THE HIGHWAY WITH TANGENTS
 HA0417'EXTENDING EAST AND SOUTH AND AT THE JUNCTION OF A GRAVEL ROAD
 HA0417'NORTH AND A FARM ROAD WEST, 26 FEET WEST OF CENTER LINE OF
 HA0417'HIGHWAY, 42 FEET SOUTHWEST OF CENTER OF JUNCTION OF ROAD NORTH, 24
 HA0417'FEET SOUTH OF CENTER LINE OF DRIVE WEST, 4 FEET SOUTHWEST OF
 HA0417'A TELEPHONE POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 HA0417'ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 HA0417'CONCRETE POST PROJECTING 3 INCHES.
 HA0417
 HA0417                          STATION RECOVERY (1989)
 HA0417
 HA0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HA0417'THE STATION IS ABOUT 16.1 KM (10.00 MI) NORTHWEST OF HAWESVILLE,
 HA0417'KENTUCKY, 11.3 KM (7.00 MI) WEST OF TELL CITY, INDIANA AND ABOUT 8.0
 HA0417'KM (4.95 MI) NORTHEAST OF LEWISPORT, KENTUCKY.  THE STATION IS ON THE
 HA0417'RIGHT-OF-WAY OF STATE ROAD 334 AND NEXT TO A CULTIVATED FIELD.
 HA0417'OWNERSHIP--KENTUCKY DEPARTMENT OF TRANSPORTATION, STATE OFFICE
 HA0417'BUILDING, FRANKFORT, KY 40601, PHONE 502-564-4890.
 HA0417'TO REACH THE STATION FROM THE COURTHOUSE IN HAWESVILLE, DRIVE
 HA0417'NORTHWEST FOR 15.24 KM (9.45 MI) ON STATE ROAD 334 AND 3101, WHICH
 HA0417'BECOMES 334 WHEN 3101 AND HIGHWAY 60 SPLIT LEFT, TO AN INTERSECTION
 HA0417'AND STATION AHEAD.
 HA0417'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---H 333 1953---,
 HA0417'SET INTO A CONCRETE POST THAT IS RECESSED 1 INCH BELOW THE GROUND
 HA0417'SURFACE.  LOCATED 17.2 M (56.4 FT) WEST OF A LONE 3 FOOT IN DIAMETER
 HA0417'OAK TREE, 12.7 M (41.7 FT) SOUTH OF A YELLOW TURN WARNING SIGN AND
 HA0417'ROAD JUNCTION AND 1.9 M (6.2 FT) NORTH OF A FIBERGLASS WITNESS POST.
 HA0417'DESCRIBED BY M.J. WELLSLAGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1387 ***********************************************************************
 HZ1387  DESIGNATION -  H 334
 HZ1387  PID         -  HZ1387
 HZ1387  STATE/COUNTY-  KY/JEFFERSON
 HZ1387  USGS QUAD   -  KOSMOSDALE (1994)
 HZ1387
 HZ1387                         *CURRENT SURVEY CONTROL
 HZ1387  ___________________________________________________________________
 HZ1387* NAD 83(1986)-  38 00 46.     (N)    085 55 38.     (W)     SCALED    
 HZ1387* NAVD 88     -       130.863  (meters)     429.34   (feet)  ADJUSTED  
 HZ1387  ___________________________________________________________________
 HZ1387  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HZ1387  DYNAMIC HT  -         130.772 (meters)     429.04  (feet)  COMP
 HZ1387  MODELED GRAV-     979,928.6   (mgal)                       NAVD 88
 HZ1387
 HZ1387  VERT ORDER  -  FIRST     CLASS II
 HZ1387
 HZ1387.The horizontal coordinates were scaled from a topographic map and have
 HZ1387.an estimated accuracy of +/- 6 seconds.
 HZ1387
 HZ1387.The orthometric height was determined by differential leveling
 HZ1387.and adjusted by the National Geodetic Survey in June 1991..
 HZ1387
 HZ1387.The geoid height was determined by GEOID03.
 HZ1387
 HZ1387.The dynamic height is computed by dividing the NAVD 88
 HZ1387.geopotential number by the normal gravity value computed on the
 HZ1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1387.degrees latitude (g = 980.6199 gals.).
 HZ1387
 HZ1387.The modeled gravity was interpolated from observed gravity values.
 HZ1387
 HZ1387;                    North         East    Units  Estimated Accuracy
 HZ1387;SPC KY1Z     - 1,186,400.    1,484,440.      MT  (+/- 180 meters Scaled)
 HZ1387
 HZ1387                          SUPERSEDED SURVEY CONTROL
 HZ1387
 HZ1387  NGVD 29 (??/??/92)  130.994  (m)          429.77   (f) ADJ UNCH    1 2
 HZ1387
 HZ1387.Superseded values are not recommended for survey control.
 HZ1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1387.See file dsdata.txt to determine how the superseded data were derived.
 HZ1387
 HZ1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH941077(NAD 83)
 HZ1387_MARKER: DB = BENCH MARK DISK
 HZ1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1387_STAMPING: H 334 1953
 HZ1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1387+STABILITY: SURFACE MOTION
 HZ1387
 HZ1387  HISTORY     - Date     Condition        Report By
 HZ1387  HISTORY     - 1953     MONUMENTED       CGS
 HZ1387
 HZ1387                          STATION DESCRIPTION
 HZ1387
 HZ1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HZ1387'1.5 MI NE FROM WEST POINT.
 HZ1387'ABOUT 1.5 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 HZ1387'FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT
 HZ1387'WEST POINT, ABOUT 1.7 MILES SOUTHWEST OF THE STATION AT KOSMOSDALE,
 HZ1387'AT A ROAD CROSSING, 26 FEET NORTHWEST OF NORTHWEST RAIL, 33 1/2 FEET
 HZ1387'WEST OF CENTER OF CROSSING, 20 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 HZ1387'19 FEET SOUTH OF TELEPHONE CABLE POLE NO. 40/860, 2 FEET NORTHWEST
 HZ1387'OF THE ROW OF TELEPHONE POLES, 2 FEET NORTHWEST OF A WHITE WOODEN
 HZ1387'WITNESS POST, ABOUT 6 1/2 FEET BELOW LEVEL OF TRACK AND SET IN
 HZ1387'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0992 ***********************************************************************
 HA0992  DESIGNATION -  H 335
 HA0992  PID         -  HA0992
 HA0992  STATE/COUNTY-  KY/HENDERSON
 HA0992  USGS QUAD   -  WILSON (1993)
 HA0992
 HA0992                         *CURRENT SURVEY CONTROL
 HA0992  ___________________________________________________________________
 HA0992* NAD 83(1986)-  37 52 03.     (N)    087 41 09.     (W)     SCALED    
 HA0992* NAVD 88     -       111.516  (meters)     365.87   (feet)  ADJUSTED  
 HA0992  ___________________________________________________________________
 HA0992  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HA0992  DYNAMIC HT  -         111.439 (meters)     365.61  (feet)  COMP
 HA0992  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 HA0992
 HA0992  VERT ORDER  -  FIRST     CLASS II
 HA0992
 HA0992.The horizontal coordinates were scaled from a topographic map and have
 HA0992.an estimated accuracy of +/- 6 seconds.
 HA0992
 HA0992.The orthometric height was determined by differential leveling
 HA0992.and adjusted by the National Geodetic Survey in June 1991..
 HA0992
 HA0992.The geoid height was determined by GEOID03.
 HA0992
 HA0992.The dynamic height is computed by dividing the NAVD 88
 HA0992.geopotential number by the normal gravity value computed on the
 HA0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0992.degrees latitude (g = 980.6199 gals.).
 HA0992
 HA0992.The modeled gravity was interpolated from observed gravity values.
 HA0992
 HA0992;                    North         East    Units  Estimated Accuracy
 HA0992;SPC KY1Z     - 1,172,030.    1,329,690.      MT  (+/- 180 meters Scaled)
 HA0992
 HA0992                          SUPERSEDED SURVEY CONTROL
 HA0992
 HA0992  NGVD 29 (??/??/92)  111.617  (m)          366.20   (f) ADJ UNCH    1 2
 HA0992
 HA0992.Superseded values are not recommended for survey control.
 HA0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0992.See file dsdata.txt to determine how the superseded data were derived.
 HA0992
 HA0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG396913(NAD 83)
 HA0992_MARKER: DB = BENCH MARK DISK
 HA0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0992_STAMPING: H 335 1953
 HA0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0992+STABILITY: SURFACE MOTION
 HA0992
 HA0992  HISTORY     - Date     Condition        Report By
 HA0992  HISTORY     - 1953     MONUMENTED       CGS
 HA0992  HISTORY     - 1964     GOOD             FAS
 HA0992  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0992  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0992
 HA0992                          STATION DESCRIPTION
 HA0992
 HA0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0992'4.8 MI N FROM GENEVA.
 HA0992'ABOUT 4.2 MILES NORTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 HA0992'INTERSECTION OF STATE HIGHWAY 136 AT GENEVA, THENCE ABOUT 0.55
 HA0992'MILE EAST ALONG A GRAVEL ROAD, NEAR MC DONALDS LANDING, ABOUT 110
 HA0992'YARDS NORTHEAST OF THE JUNCTION OF A DRIVE SOUTHEAST TO A 2-STORY
 HA0992'FARM HOUSE AND A CURVE IN ROAD WITH TANGENTS EXTENDING NORTHEAST
 HA0992'AND WEST, 22 FEET NORTHWEST OF CENTER LINE OF ROAD, 9 FEET NORTHWEST
 HA0992'OF A POWER POLE FROM WHICH THE LINE CROSSES THE ROAD TO THE
 HA0992'SOUTHWEST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 HA0992'POST PROJECTING 3 INCHES.
 HA0992
 HA0992                          STATION RECOVERY (1964)
 HA0992
 HA0992'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0992'RECOVERED IN GOOD CONDITION.
 HA0992
 HA0992                          STATION RECOVERY (1976)
 HA0992
 HA0992'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0992'MARK NOT FOUND.
 HA0992
 HA0992                          STATION RECOVERY (1976)
 HA0992
 HA0992'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1034 ***********************************************************************
 HA1034  DESIGNATION -  H 336
 HA1034  PID         -  HA1034
 HA1034  STATE/COUNTY-  KY/HENDERSON
 HA1034  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1034
 HA1034                         *CURRENT SURVEY CONTROL
 HA1034  ___________________________________________________________________
 HA1034* NAD 83(1986)-  37 54 04.     (N)    087 31 06.     (W)     SCALED    
 HA1034* NAVD 88     -       111.797  (meters)     366.79   (feet)  ADJUSTED  
 HA1034  ___________________________________________________________________
 HA1034  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HA1034  DYNAMIC HT  -         111.720 (meters)     366.53  (feet)  COMP
 HA1034  MODELED GRAV-     979,942.4   (mgal)                       NAVD 88
 HA1034
 HA1034  VERT ORDER  -  FIRST     CLASS II
 HA1034
 HA1034.The horizontal coordinates were scaled from a topographic map and have
 HA1034.an estimated accuracy of +/- 6 seconds.
 HA1034
 HA1034.The orthometric height was determined by differential leveling
 HA1034.and adjusted by the National Geodetic Survey in June 1991..
 HA1034
 HA1034.The geoid height was determined by GEOID03.
 HA1034
 HA1034.The dynamic height is computed by dividing the NAVD 88
 HA1034.geopotential number by the normal gravity value computed on the
 HA1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1034.degrees latitude (g = 980.6199 gals.).
 HA1034
 HA1034.The modeled gravity was interpolated from observed gravity values.
 HA1034
 HA1034;                    North         East    Units  Estimated Accuracy
 HA1034;SPC KY1Z     - 1,175,470.    1,344,500.      MT  (+/- 180 meters Scaled)
 HA1034
 HA1034                          SUPERSEDED SURVEY CONTROL
 HA1034
 HA1034  NGVD 29 (??/??/92)  111.892  (m)          367.10   (f) ADJ UNCH    1 2
 HA1034
 HA1034.Superseded values are not recommended for survey control.
 HA1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1034.See file dsdata.txt to determine how the superseded data were derived.
 HA1034
 HA1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG544949(NAD 83)
 HA1034_MARKER: DB = BENCH MARK DISK
 HA1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1034_STAMPING: H 336 1953
 HA1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1034+STABILITY: SURFACE MOTION
 HA1034
 HA1034  HISTORY     - Date     Condition        Report By
 HA1034  HISTORY     - 1953     MONUMENTED       CGS
 HA1034  HISTORY     - 1964     GOOD             FAS
 HA1034
 HA1034                          STATION DESCRIPTION
 HA1034
 HA1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA1034'5.7 MI NE FROM HENDERSON.
 HA1034'ABOUT 2.65 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 HA1034'JUNCTION OF U.S. HIGHWAY 60 AT HENDERSON, THENCE ABOUT 1.65 MILES
 HA1034'NORTHEAST AND EAST ALONG STATE HIGHWAY 414, THENCE ABOUT 1.4 MILES
 HA1034'NORTH AND EAST ALONG A DIRT ROAD LEADING TO MOUTH OF GREEN RIVER,
 HA1034'33 FEET NORTH OF CENTER LINE OF ROAD, AT THE CROSSING OF A GAS
 HA1034'LINE ACROSS THE OHIO RIVER, 5 FEET NORTHEAST OF EAST ONE OF TWO
 HA1034'POLES SUPPORTING CATHODIC-PROTECTION-RECTIFIER STATION FOR
 HA1034'TEXAS GAS LINE, 14 FEET EAST-NORTHEAST OF WEST POLE, ABOUT
 HA1034'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA1034'2 INCHES.
 HA1034
 HA1034                          STATION RECOVERY (1964)
 HA1034
 HA1034'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0627 ***********************************************************************
 HA0627  DESIGNATION -  H 337
 HA0627  PID         -  HA0627
 HA0627  STATE/COUNTY-  KY/DAVIESS
 HA0627  USGS QUAD   -  REED (1980)
 HA0627
 HA0627                         *CURRENT SURVEY CONTROL
 HA0627  ___________________________________________________________________
 HA0627* NAD 83(1986)-  37 50 21.     (N)    087 15 14.     (W)     SCALED    
 HA0627* NAVD 88     -       117.341  (meters)     384.98   (feet)  ADJUSTED  
 HA0627  ___________________________________________________________________
 HA0627  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HA0627  DYNAMIC HT  -         117.261 (meters)     384.71  (feet)  COMP
 HA0627  MODELED GRAV-     979,943.9   (mgal)                       NAVD 88
 HA0627
 HA0627  VERT ORDER  -  FIRST     CLASS II
 HA0627
 HA0627.The horizontal coordinates were scaled from a topographic map and have
 HA0627.an estimated accuracy of +/- 6 seconds.
 HA0627
 HA0627.The orthometric height was determined by differential leveling
 HA0627.and adjusted by the National Geodetic Survey in June 1991..
 HA0627
 HA0627.The geoid height was determined by GEOID03.
 HA0627
 HA0627.The dynamic height is computed by dividing the NAVD 88
 HA0627.geopotential number by the normal gravity value computed on the
 HA0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0627.degrees latitude (g = 980.6199 gals.).
 HA0627
 HA0627.The modeled gravity was interpolated from observed gravity values.
 HA0627
 HA0627;                    North         East    Units  Estimated Accuracy
 HA0627;SPC KY1Z     - 1,168,190.    1,367,640.      MT  (+/- 180 meters Scaled)
 HA0627
 HA0627                          SUPERSEDED SURVEY CONTROL
 HA0627
 HA0627  NGVD 29 (??/??/92)  117.440  (m)          385.30   (f) ADJ UNCH    1 2
 HA0627
 HA0627.Superseded values are not recommended for survey control.
 HA0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0627.See file dsdata.txt to determine how the superseded data were derived.
 HA0627
 HA0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG776880(NAD 83)
 HA0627_MARKER: DD = SURVEY DISK
 HA0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0627_STAMPING: H 337 1953
 HA0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0627+STABILITY: SURFACE MOTION
 HA0627
 HA0627  HISTORY     - Date     Condition        Report By
 HA0627  HISTORY     - 1953     MONUMENTED       USGS
 HA0627
 HA0627                          STATION DESCRIPTION
 HA0627
 HA0627'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HA0627'1.4 MI NW FROM STANLEY.
 HA0627'ABOUT 0.35 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM ITS
 HA0627'CROSSING WITH THE LOUISVILLE AND NASHVILLE RAILROAD AT STANLEY,
 HA0627'THENCE ABOUT 1.05 MILES NORTHWEST ALONG A GRAVEL ROAD, ACROSS
 HA0627'ROAD FROM A 50 BY 30-FOOT BARN, ON THE OUTSIDE OF A SLIGHT CURVE
 HA0627'IN ROAD, 21 FEET SOUTHWEST OF CENTER LINE OF ROAD, 44 1/2 FEET
 HA0627'SOUTHWEST AND ACROSS GRAVEL ROAD FROM A POWER LINE BRANCH POLE,
 HA0627'170 FEET SOUTHEAST OF EAST CORNER OF A FARM HOUSE WITH
 HA0627'ASBESTOS SIDING, 2 1/2 FEET NORTHEAST OF A FENCE LINE, ABOUT
 HA0627'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0627'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0438 ***********************************************************************
 HA0438  DESIGNATION -  H 338
 HA0438  PID         -  HA0438
 HA0438  STATE/COUNTY-  KY/HANCOCK
 HA0438  USGS QUAD   -  TELL CITY (1980)
 HA0438
 HA0438                         *CURRENT SURVEY CONTROL
 HA0438  ___________________________________________________________________
 HA0438* NAD 83(1986)-  37 53 52.     (N)    086 45 18.     (W)     SCALED    
 HA0438* NAVD 88     -       164.477  (meters)     539.62   (feet)  ADJUSTED  
 HA0438  ___________________________________________________________________
 HA0438  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HA0438  DYNAMIC HT  -         164.361 (meters)     539.24  (feet)  COMP
 HA0438  MODELED GRAV-     979,921.4   (mgal)                       NAVD 88
 HA0438
 HA0438  VERT ORDER  -  FIRST     CLASS II
 HA0438
 HA0438.The horizontal coordinates were scaled from a topographic map and have
 HA0438.an estimated accuracy of +/- 6 seconds.
 HA0438
 HA0438.The orthometric height was determined by differential leveling
 HA0438.and adjusted by the National Geodetic Survey in June 1991..
 HA0438
 HA0438.The geoid height was determined by GEOID03.
 HA0438
 HA0438.The dynamic height is computed by dividing the NAVD 88
 HA0438.geopotential number by the normal gravity value computed on the
 HA0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0438.degrees latitude (g = 980.6199 gals.).
 HA0438
 HA0438.The modeled gravity was interpolated from observed gravity values.
 HA0438
 HA0438;                    North         East    Units  Estimated Accuracy
 HA0438;SPC KY1Z     - 1,174,100.    1,411,620.      MT  (+/- 180 meters Scaled)
 HA0438
 HA0438                          SUPERSEDED SURVEY CONTROL
 HA0438
 HA0438  NGVD 29 (??/??/92)  164.581  (m)          539.96   (f) ADJ UNCH    1 2
 HA0438
 HA0438.Superseded values are not recommended for survey control.
 HA0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0438.See file dsdata.txt to determine how the superseded data were derived.
 HA0438
 HA0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG215945(NAD 83)
 HA0438_MARKER: DB = BENCH MARK DISK
 HA0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0438_STAMPING: H 338 1953
 HA0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0438+STABILITY: SURFACE MOTION
 HA0438
 HA0438  HISTORY     - Date     Condition        Report By
 HA0438  HISTORY     - 1953     MONUMENTED       CGS
 HA0438
 HA0438                          STATION DESCRIPTION
 HA0438
 HA0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0438'0.5 MI SE FROM HAWESVILLE.
 HA0438'ABOUT 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE COURT
 HA0438'HOUSE AT HAWESVILLE, ABOUT 0.3 MILE NORTHWEST OF THE JUNCTION
 HA0438'OF STATE HIGHWAY 69, AT THE SOUTHWEST CORNER OF A CEMETERY,
 HA0438'36 FEET EAST OF CENTER LINE OF HIGHWAY, 18 FEET EAST OF TELEPHONE
 HA0438'CABLE LINE POLE NO. 2457, ALONG THE SOUTH PROPERTY LINE BETWEEN
 HA0438'THE CEMETERY AND A LUMBER YARD AND WOOD-WORKING SHOP, 12 1/2
 HA0438'FEET WEST OF A 10-INCH WILD CHERRY TREE, ABOUT LEVEL WITH HIGHWAY
 HA0438'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0311 ***********************************************************************
 JA0311  DESIGNATION -  H 339
 JA0311  PID         -  JA0311
 JA0311  STATE/COUNTY-  KY/MEADE
 JA0311  USGS QUAD   -  ALTON (1993)
 JA0311
 JA0311                         *CURRENT SURVEY CONTROL
 JA0311  ___________________________________________________________________
 JA0311* NAD 83(1986)-  38 06 19.     (N)    086 23 25.     (W)     SCALED    
 JA0311* NAVD 88     -       130.177  (meters)     427.09   (feet)  ADJUSTED  
 JA0311  ___________________________________________________________________
 JA0311  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JA0311  DYNAMIC HT  -         130.084 (meters)     426.78  (feet)  COMP
 JA0311  MODELED GRAV-     979,913.1   (mgal)                       NAVD 88
 JA0311
 JA0311  VERT ORDER  -  FIRST     CLASS II
 JA0311
 JA0311.The horizontal coordinates were scaled from a topographic map and have
 JA0311.an estimated accuracy of +/- 6 seconds.
 JA0311
 JA0311.The orthometric height was determined by differential leveling
 JA0311.and adjusted by the National Geodetic Survey in June 1991..
 JA0311
 JA0311.The geoid height was determined by GEOID03.
 JA0311
 JA0311.The dynamic height is computed by dividing the NAVD 88
 JA0311.geopotential number by the normal gravity value computed on the
 JA0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0311.degrees latitude (g = 980.6199 gals.).
 JA0311
 JA0311.The modeled gravity was interpolated from observed gravity values.
 JA0311
 JA0311;                    North         East    Units  Estimated Accuracy
 JA0311;SPC KY1Z     - 1,196,850.    1,443,850.      MT  (+/- 180 meters Scaled)
 JA0311
 JA0311                          SUPERSEDED SURVEY CONTROL
 JA0311
 JA0311  NGVD 29 (??/??/92)  130.280  (m)          427.43   (f) ADJ UNCH    1 2
 JA0311
 JA0311.Superseded values are not recommended for survey control.
 JA0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0311.See file dsdata.txt to determine how the superseded data were derived.
 JA0311
 JA0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH534176(NAD 83)
 JA0311_MARKER: DB = BENCH MARK DISK
 JA0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0311_STAMPING: H 339 1953
 JA0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0311+STABILITY: SURFACE MOTION
 JA0311
 JA0311  HISTORY     - Date     Condition        Report By
 JA0311  HISTORY     - 1953     MONUMENTED       CGS
 JA0311
 JA0311                          STATION DESCRIPTION
 JA0311
 JA0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0311'AT WOLF CREEK.
 JA0311'AT WOLF CREEK, ABOUT 65 YARDS NORTHWEST OF STATE HIGHWAY 1047
 JA0311'ON OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 JA0311'SOUTHEAST, 32 FEET NORTHWEST OF NORTH CORNER OF 2-STORY STORE
 JA0311'AND POST OFFICE BUILDING, 62 FEET EAST OF EAST CORNER OF WOLF
 JA0311'CREEK BAPTIST CHURCH, 1 FOOT NORTHEAST OF NORTHEAST EDGE OF A
 JA0311'CONCRETE WALK, 22 FEET SOUTHWEST OF CENTER LINE OF A BLACK TOP
 JA0311'STREET, ABOUT LEVEL WITH WALK AND SET IN THE TOP OF A CONCRETE
 JA0311'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0019 ***********************************************************************
 HZ0019  DESIGNATION -  H 34
 HZ0019  PID         -  HZ0019
 HZ0019  STATE/COUNTY-  KY/BRACKEN
 HZ0019  USGS QUAD   -  BROOKSVILLE (1976)
 HZ0019
 HZ0019                         *CURRENT SURVEY CONTROL
 HZ0019  ___________________________________________________________________
 HZ0019* NAD 83(1986)-  38 40 01.     (N)    084 01 33.     (W)     SCALED    
 HZ0019* NAVD 88     -       289.389  (meters)     949.44   (feet)  ADJUSTED  
 HZ0019  ___________________________________________________________________
 HZ0019  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HZ0019  DYNAMIC HT  -         289.194 (meters)     948.80  (feet)  COMP
 HZ0019  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 HZ0019
 HZ0019  VERT ORDER  -  SECOND    CLASS 0
 HZ0019
 HZ0019.The horizontal coordinates were scaled from a topographic map and have
 HZ0019.an estimated accuracy of +/- 6 seconds.
 HZ0019
 HZ0019.The orthometric height was determined by differential leveling
 HZ0019.and adjusted by the National Geodetic Survey in June 1991..
 HZ0019
 HZ0019.The geoid height was determined by GEOID03.
 HZ0019
 HZ0019.The dynamic height is computed by dividing the NAVD 88
 HZ0019.geopotential number by the normal gravity value computed on the
 HZ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0019.degrees latitude (g = 980.6199 gals.).
 HZ0019
 HZ0019.The modeled gravity was interpolated from observed gravity values.
 HZ0019
 HZ0019;                    North         East    Units  Estimated Accuracy
 HZ0019;SPC KY1Z     - 1,260,390.    1,650,050.      MT  (+/- 180 meters Scaled)
 HZ0019
 HZ0019                          SUPERSEDED SURVEY CONTROL
 HZ0019
 HZ0019  NGVD 29 (??/??/92)  289.624  (m)          950.21   (f) ADJ UNCH    2 0
 HZ0019
 HZ0019.Superseded values are not recommended for survey control.
 HZ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0019.See file dsdata.txt to determine how the superseded data were derived.
 HZ0019
 HZ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH587840(NAD 83)
 HZ0019_MARKER: DB = BENCH MARK DISK
 HZ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0019_STAMPING: H 34 1935 950.208
 HZ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0019+STABILITY: SURFACE MOTION
 HZ0019
 HZ0019  HISTORY     - Date     Condition        Report By
 HZ0019  HISTORY     - 1935     MONUMENTED       CGS
 HZ0019  HISTORY     - 1955     GOOD             NGS
 HZ0019  HISTORY     - 20030326 MARK NOT FOUND   KYDT
 HZ0019
 HZ0019                          STATION DESCRIPTION
 HZ0019
 HZ0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0019'2.6 MI E FROM BROOKSVILLE.
 HZ0019'2.55 MILES EAST ALONG STATE HIGHWAY 10, FROM THE COURT HOUSE
 HZ0019'IN BROOKSVILLE, 4.00 MILES WEST OF THE PUBLIC SCHOOL IN GERMAN
 HZ0019'TOWN, AT A FARM HOUSE ON NORTH SIDE OF HIGHWAY, 82.0 FEET
 HZ0019'NORTH OF THE CENTER LINE OF HIGHWAY, 5.6 FEET NORTH OF THE NORTH
 HZ0019'WALL OF THE HOUSE EXTENDED, AT THE SOUTHWEST CORNER OF THE
 HZ0019'GARAGE, 1 FOOT WEST AND 0.6 FOOT NORTH OF THE CORNER, ABOUT
 HZ0019'6 FEET ABOVE THE LEVEL OF HIGHWAY.
 HZ0019
 HZ0019                          STATION RECOVERY (2003)
 HZ0019
 HZ0019'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0066 ***********************************************************************
 HA0066  DESIGNATION -  H 341
 HA0066  PID         -  HA0066
 HA0066  STATE/COUNTY-  KY/MEADE
 HA0066  USGS QUAD   -  ROCK HAVEN (1991)
 HA0066
 HA0066                         *CURRENT SURVEY CONTROL
 HA0066  ___________________________________________________________________
 HA0066* NAD 83(1986)-  37 58 43.     (N)    086 01 26.     (W)     SCALED    
 HA0066* NAVD 88     -       136.155  (meters)     446.70   (feet)  ADJUSTED  
 HA0066  ___________________________________________________________________
 HA0066  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HA0066  DYNAMIC HT  -         136.058 (meters)     446.38  (feet)  COMP
 HA0066  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 HA0066
 HA0066  VERT ORDER  -  FIRST     CLASS II
 HA0066
 HA0066.The horizontal coordinates were scaled from a topographic map and have
 HA0066.an estimated accuracy of +/- 6 seconds.
 HA0066
 HA0066.The orthometric height was determined by differential leveling
 HA0066.and adjusted by the National Geodetic Survey in June 1991..
 HA0066
 HA0066.The geoid height was determined by GEOID03.
 HA0066
 HA0066.The dynamic height is computed by dividing the NAVD 88
 HA0066.geopotential number by the normal gravity value computed on the
 HA0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0066.degrees latitude (g = 980.6199 gals.).
 HA0066
 HA0066.The modeled gravity was interpolated from observed gravity values.
 HA0066
 HA0066;                    North         East    Units  Estimated Accuracy
 HA0066;SPC KY1Z     - 1,182,630.    1,475,940.      MT  (+/- 180 meters Scaled)
 HA0066
 HA0066                          SUPERSEDED SURVEY CONTROL
 HA0066
 HA0066  NGVD 29 (??/??/92)  136.276  (m)          447.10   (f) ADJ UNCH    1 2
 HA0066
 HA0066.Superseded values are not recommended for survey control.
 HA0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0066.See file dsdata.txt to determine how the superseded data were derived.
 HA0066
 HA0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH857038(NAD 83)
 HA0066_MARKER: DB = BENCH MARK DISK
 HA0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0066_STAMPING: H 341 1953
 HA0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0066+STABILITY: SURFACE MOTION
 HA0066
 HA0066  HISTORY     - Date     Condition        Report By
 HA0066  HISTORY     - 1953     MONUMENTED       CGS
 HA0066  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0066
 HA0066                          STATION DESCRIPTION
 HA0066
 HA0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0066'4.9 MI W FROM WEST POINT.
 HA0066'ABOUT 4.9 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0066'FROM THE JUNCTION OF THE ILLINOIS CENTRAL RAILROAD AT WEST POINT,
 HA0066'36 FEET WEST OF THE WEST RAIL, 198 FEET NORTH OF A FENCE CORNER,
 HA0066'14 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE
 HA0066'OF A RAILROAD FUSE BOX, 15 FEET SOUTH OF POLE 27/15, 2 1/2 FEET
 HA0066'SOUTHWEST OF A WHITE WOODEN WITNESS POST AND 3 1/2 FEET BELOW THE
 HA0066'LEVEL OF THE TRACK.
 HA0066
 HA0066                          STATION RECOVERY (1988)
 HA0066
 HA0066'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 HA0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2313 ***********************************************************************
 GZ2313  DESIGNATION -  H 342
 GZ2313  PID         -  GZ2313
 GZ2313  STATE/COUNTY-  KY/HARDIN
 GZ2313  USGS QUAD   -  CECILIA (1992)
 GZ2313
 GZ2313                         *CURRENT SURVEY CONTROL
 GZ2313  ___________________________________________________________________
 GZ2313* NAD 83(1986)-  37 42 19.     (N)    085 58 08.     (W)     SCALED    
 GZ2313* NAVD 88     -       238.403  (meters)     782.16   (feet)  ADJUSTED  
 GZ2313  ___________________________________________________________________
 GZ2313  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GZ2313  DYNAMIC HT  -         238.225 (meters)     781.58  (feet)  COMP
 GZ2313  MODELED GRAV-     979,877.1   (mgal)                       NAVD 88
 GZ2313
 GZ2313  VERT ORDER  -  FIRST     CLASS II
 GZ2313
 GZ2313.The horizontal coordinates were scaled from a topographic map and have
 GZ2313.an estimated accuracy of +/- 6 seconds.
 GZ2313
 GZ2313.The orthometric height was determined by differential leveling
 GZ2313.and adjusted by the National Geodetic Survey in June 1991..
 GZ2313
 GZ2313.The geoid height was determined by GEOID03.
 GZ2313
 GZ2313.The dynamic height is computed by dividing the NAVD 88
 GZ2313.geopotential number by the normal gravity value computed on the
 GZ2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2313.degrees latitude (g = 980.6199 gals.).
 GZ2313
 GZ2313.The modeled gravity was interpolated from observed gravity values.
 GZ2313
 GZ2313;                    North         East    Units  Estimated Accuracy
 GZ2313;SPC KY1Z     - 1,152,280.    1,480,700.      MT  (+/- 180 meters Scaled)
 GZ2313
 GZ2313                          SUPERSEDED SURVEY CONTROL
 GZ2313
 GZ2313  NGVD 29 (??/??/92)  238.520  (m)          782.54   (f) ADJ UNCH    1 2
 GZ2313
 GZ2313.Superseded values are not recommended for survey control.
 GZ2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2313.See file dsdata.txt to determine how the superseded data were derived.
 GZ2313
 GZ2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG908736(NAD 83)
 GZ2313_MARKER: DB = BENCH MARK DISK
 GZ2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2313_STAMPING: H 342 1953
 GZ2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2313+STABILITY: SURFACE MOTION
 GZ2313
 GZ2313  HISTORY     - Date     Condition        Report By
 GZ2313  HISTORY     - 1953     MONUMENTED       CGS
 GZ2313  HISTORY     - 1982     GOOD             KYDT
 GZ2313
 GZ2313                          STATION DESCRIPTION
 GZ2313
 GZ2313'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2313'2.8 MI N FROM CECILIA.
 GZ2313'2.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 GZ2313'AT CECILIA, 3.2 MILES SOUTH OF THE STATION AT RINEYVILLE, 6 POLES
 GZ2313'SOUTH OF MILE POST 44, 0.45 MILE NORTH OF ST. JOHN STATION, 32
 GZ2313'FEET WEST OF THE WEST RAIL, 42 FEET NORTHEAST OF THE CENTER OF THE
 GZ2313'JUNCTION OF A ROAD AND A DRIVE SOUTHWEST TO A HOUSE, 38 FEET
 GZ2313'NORTH-NORTHWEST OF A TELEPHONE POLE, 3 1/2 FEET SOUTH OF A FENCE
 GZ2313'CORNER, 1 FOOT WEST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE
 GZ2313'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP
 GZ2313'OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ2313
 GZ2313                          STATION RECOVERY (1982)
 GZ2313
 GZ2313'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1937 ***********************************************************************
 GZ1937  DESIGNATION -  H 343
 GZ1937  PID         -  GZ1937
 GZ1937  STATE/COUNTY-  KY/HART
 GZ1937  USGS QUAD   -  HORSE CAVE (1966)
 GZ1937
 GZ1937                         *CURRENT SURVEY CONTROL
 GZ1937  ___________________________________________________________________
 GZ1937* NAD 83(1986)-  37 11 47.     (N)    085 53 11.     (W)     SCALED    
 GZ1937* NAVD 88     -       189.404  (meters)     621.40   (feet)  ADJUSTED  
 GZ1937  ___________________________________________________________________
 GZ1937  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GZ1937  DYNAMIC HT  -         189.256 (meters)     620.92  (feet)  COMP
 GZ1937  MODELED GRAV-     979,847.9   (mgal)                       NAVD 88
 GZ1937
 GZ1937  VERT ORDER  -  FIRST     CLASS II
 GZ1937
 GZ1937.The horizontal coordinates were scaled from a topographic map and have
 GZ1937.an estimated accuracy of +/- 6 seconds.
 GZ1937
 GZ1937.The orthometric height was determined by differential leveling
 GZ1937.and adjusted by the National Geodetic Survey in June 1991..
 GZ1937
 GZ1937.The geoid height was determined by GEOID03.
 GZ1937
 GZ1937.The dynamic height is computed by dividing the NAVD 88
 GZ1937.geopotential number by the normal gravity value computed on the
 GZ1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1937.degrees latitude (g = 980.6199 gals.).
 GZ1937
 GZ1937.The modeled gravity was interpolated from observed gravity values.
 GZ1937
 GZ1937;                    North         East    Units  Estimated Accuracy
 GZ1937;SPC KY1Z     - 1,095,800.    1,487,890.      MT  (+/- 180 meters Scaled)
 GZ1937
 GZ1937                          SUPERSEDED SURVEY CONTROL
 GZ1937
 GZ1937  NGVD 29 (??/??/92)  189.524  (m)          621.80   (f) ADJ UNCH    1 2
 GZ1937
 GZ1937.Superseded values are not recommended for survey control.
 GZ1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1937.See file dsdata.txt to determine how the superseded data were derived.
 GZ1937
 GZ1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG988172(NAD 83)
 GZ1937_MARKER: DB = BENCH MARK DISK
 GZ1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1937_STAMPING: H 343 1935
 GZ1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1937+STABILITY: SURFACE MOTION
 GZ1937
 GZ1937  HISTORY     - Date     Condition        Report By
 GZ1937  HISTORY     - 1953     MONUMENTED       CGS
 GZ1937
 GZ1937                          STATION DESCRIPTION
 GZ1937
 GZ1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ1937'1.6 MI NE FROM HORSE CAVE.
 GZ1937'ABOUT 1.55 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GZ1937'RAILROAD FROM THE STATION AT HORSE CAVE, ABOUT 20 YARDS
 GZ1937'SOUTHWEST OF NORTHEAST END OF A FILL AND SOUTHWEST END OF A
 GZ1937'SHALLOW CUT, 207 FEET SOUTHWEST OF CENTER OF CROSSING OF A
 GZ1937'FARM ROAD, 26 FEET SOUTHEAST OF SOUTHEAST RAIL, 43 FEET NORTHWEST
 GZ1937'OF CENTER LINE OF U.S. HIGHWAY 31W, 52 FEET EAST AND ACROSS
 GZ1937'TRACK FROM MILE POST 79, 39 1/2 FEET SOUTH OF A WHISTLE POST,
 GZ1937'4 1/2 FEET NORTHEAST OF TELEPHONE POLE NO. E 43, 1 1/2 FEET BELOW
 GZ1937'LEVEL OF HIGHWAY, ABOUT 5 FEET BELOW LEVEL OF TRACK AND SET
 GZ1937'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1871 ***********************************************************************
 GZ1871  DESIGNATION -  H 344
 GZ1871  PID         -  GZ1871
 GZ1871  STATE/COUNTY-  KY/METCALFE
 GZ1871  USGS QUAD   -  EAST FORK (1973)
 GZ1871
 GZ1871                         *CURRENT SURVEY CONTROL
 GZ1871  ___________________________________________________________________
 GZ1871* NAD 83(1986)-  37 00 01.     (N)    085 31 36.     (W)     SCALED    
 GZ1871* NAVD 88     -       210.385  (meters)     690.24   (feet)  ADJUSTED  
 GZ1871  ___________________________________________________________________
 GZ1871  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GZ1871  DYNAMIC HT  -         210.217 (meters)     689.69  (feet)  COMP
 GZ1871  MODELED GRAV-     979,828.1   (mgal)                       NAVD 88
 GZ1871
 GZ1871  VERT ORDER  -  FIRST     CLASS I
 GZ1871
 GZ1871.The horizontal coordinates were scaled from a topographic map and have
 GZ1871.an estimated accuracy of +/- 6 seconds.
 GZ1871
 GZ1871.The orthometric height was determined by differential leveling
 GZ1871.and adjusted by the National Geodetic Survey in June 1991..
 GZ1871
 GZ1871.The geoid height was determined by GEOID03.
 GZ1871
 GZ1871.The dynamic height is computed by dividing the NAVD 88
 GZ1871.geopotential number by the normal gravity value computed on the
 GZ1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1871.degrees latitude (g = 980.6199 gals.).
 GZ1871
 GZ1871.The modeled gravity was interpolated from observed gravity values.
 GZ1871
 GZ1871;                    North         East    Units  Estimated Accuracy
 GZ1871;SPC KY1Z     - 1,074,050.    1,519,880.      MT  (+/- 180 meters Scaled)
 GZ1871
 GZ1871                          SUPERSEDED SURVEY CONTROL
 GZ1871
 GZ1871  NGVD 29 (??/??/92)  210.538  (m)          690.74   (f) ADJ UNCH    1 1
 GZ1871
 GZ1871.Superseded values are not recommended for survey control.
 GZ1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1871.See file dsdata.txt to determine how the superseded data were derived.
 GZ1871
 GZ1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF310959(NAD 83)
 GZ1871_MARKER: DB = BENCH MARK DISK
 GZ1871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1871_SP_SET: CULVERT
 GZ1871_STAMPING: H 344 1953 690.740
 GZ1871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1871
 GZ1871  HISTORY     - Date     Condition        Report By
 GZ1871  HISTORY     - 1953     MONUMENTED       CGS
 GZ1871  HISTORY     - 1968     GOOD             NGS
 GZ1871
 GZ1871                          STATION DESCRIPTION
 GZ1871
 GZ1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1871'6.6 MI NE FROM EDMONTON.
 GZ1871'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GZ1871'FROM THE METCALFE COUNTY COURTHOUSE AT EDMONTON, THENCE 6.2 MILES
 GZ1871'NORTHEAST ALONG STATE HIGHWAY 80, 0.35 MILE NORTHWEST OF A HIGHWAY
 GZ1871'BRIDGE OVER EAST FORK LITTLE BARREN RIVER, 125 YARDS NORTHWEST
 GZ1871'OF A JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD, SET IN THE TOP
 GZ1871'OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A BOX
 GZ1871'CULVERT UNDER THE HIGHWAY, 20 FEET NORTHEAST OF THE CENTERLINE
 GZ1871'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0034 ***********************************************************************
 GC0034  DESIGNATION -  H 346
 GC0034  PID         -  GC0034
 GC0034  STATE/COUNTY-  KY/WARREN
 GC0034  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0034
 GC0034                         *CURRENT SURVEY CONTROL
 GC0034  ___________________________________________________________________
 GC0034* NAD 83(1986)-  36 57 53.     (N)    086 28 45.     (W)     SCALED    
 GC0034* NAVD 88     -       163.090  (meters)     535.07   (feet)  ADJUSTED  
 GC0034  ___________________________________________________________________
 GC0034  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GC0034  DYNAMIC HT  -         162.963 (meters)     534.65  (feet)  COMP
 GC0034  MODELED GRAV-     979,849.1   (mgal)                       NAVD 88
 GC0034
 GC0034  VERT ORDER  -  FIRST     CLASS I
 GC0034
 GC0034.The horizontal coordinates were scaled from a topographic map and have
 GC0034.an estimated accuracy of +/- 6 seconds.
 GC0034
 GC0034.The orthometric height was determined by differential leveling
 GC0034.and adjusted by the National Geodetic Survey in June 1991..
 GC0034
 GC0034.The geoid height was determined by GEOID03.
 GC0034
 GC0034.The dynamic height is computed by dividing the NAVD 88
 GC0034.geopotential number by the normal gravity value computed on the
 GC0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0034.degrees latitude (g = 980.6199 gals.).
 GC0034
 GC0034.The modeled gravity was interpolated from observed gravity values.
 GC0034
 GC0034;                    North         East    Units  Estimated Accuracy
 GC0034;SPC KY1Z     - 1,070,330.    1,435,060.      MT  (+/- 180 meters Scaled)
 GC0034
 GC0034                          SUPERSEDED SURVEY CONTROL
 GC0034
 GC0034  NGVD 29 (??/??/92)  163.227  (m)          535.52   (f) ADJ UNCH    1 1
 GC0034
 GC0034.Superseded values are not recommended for survey control.
 GC0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0034.See file dsdata.txt to determine how the superseded data were derived.
 GC0034
 GC0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF463910(NAD 83)
 GC0034_MARKER: DB = BENCH MARK DISK
 GC0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0034_STAMPING: H 346 1954
 GC0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0034+STABILITY: SURFACE MOTION
 GC0034
 GC0034  HISTORY     - Date     Condition        Report By
 GC0034  HISTORY     - 1954     MONUMENTED       CGS
 GC0034  HISTORY     - 1968     GOOD             NGS
 GC0034
 GC0034                          STATION DESCRIPTION
 GC0034
 GC0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0034'3.5 MI SW FROM BOWLING GREEN.
 GC0034'ABOUT 3.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0034'RAILROAD FROM THE STATION AT BOWLING GREEN, 0.25 MILE SOUTH OF A
 GC0034'CROSSING OF THE RAILROAD AND A PAVED ROAD, 0.45 MILE NORTH OF
 GC0034'MILEPOST 117, 18 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 GC0034'47 FEET SOUTH OF A CORNER FENCE POST, 9 FEET SOUTH OF A TELEPHONE
 GC0034'POLE, 1 FOOT EAST OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS
 GC0034'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 GC0034'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF
 GC0034'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0945 ***********************************************************************
 GC0945  DESIGNATION -  H 347
 GC0945  PID         -  GC0945
 GC0945  STATE/COUNTY-  KY/LOGAN
 GC0945  USGS QUAD   -  DENNIS (1983)
 GC0945
 GC0945                         *CURRENT SURVEY CONTROL
 GC0945  ___________________________________________________________________
 GC0945* NAD 83(1986)-  36 51 20.     (N)    086 46 07.     (W)     SCALED    
 GC0945* NAVD 88     -       198.165  (meters)     650.15   (feet)  ADJUSTED  
 GC0945  ___________________________________________________________________
 GC0945  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 GC0945  DYNAMIC HT  -         198.006 (meters)     649.62  (feet)  COMP
 GC0945  MODELED GRAV-     979,827.5   (mgal)                       NAVD 88
 GC0945
 GC0945  VERT ORDER  -  FIRST     CLASS I
 GC0945
 GC0945.The horizontal coordinates were scaled from a topographic map and have
 GC0945.an estimated accuracy of +/- 6 seconds.
 GC0945
 GC0945.The orthometric height was determined by differential leveling
 GC0945.and adjusted by the National Geodetic Survey in June 1991..
 GC0945
 GC0945.The geoid height was determined by GEOID03.
 GC0945
 GC0945.The dynamic height is computed by dividing the NAVD 88
 GC0945.geopotential number by the normal gravity value computed on the
 GC0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0945.degrees latitude (g = 980.6199 gals.).
 GC0945
 GC0945.The modeled gravity was interpolated from observed gravity values.
 GC0945
 GC0945;                    North         East    Units  Estimated Accuracy
 GC0945;SPC KY1Z     - 1,058,460.    1,409,160.      MT  (+/- 180 meters Scaled)
 GC0945
 GC0945                          SUPERSEDED SURVEY CONTROL
 GC0945
 GC0945  NGVD 29 (??/??/92)  198.278  (m)          650.52   (f) ADJ UNCH    1 1
 GC0945
 GC0945.Superseded values are not recommended for survey control.
 GC0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0945.See file dsdata.txt to determine how the superseded data were derived.
 GC0945
 GC0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF206788(NAD 83)
 GC0945_MARKER: DB = BENCH MARK DISK
 GC0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0945_STAMPING: H 347 1954
 GC0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0945+STABILITY: SURFACE MOTION
 GC0945
 GC0945  HISTORY     - Date     Condition        Report By
 GC0945  HISTORY     - 1954     MONUMENTED       CGS
 GC0945  HISTORY     - 1968     GOOD             NGS
 GC0945  HISTORY     - 19950912 POOR             KYDT
 GC0945
 GC0945                          STATION DESCRIPTION
 GC0945
 GC0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0945'3 MI W FROM AUBURN.
 GC0945'ABOUT 3.05 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0945'RAILROAD FROM THE AUBURN HIGH SCHOOL AT AUBURN, 197 1/2 FEET
 GC0945'EAST AND ACROSS A PRIVATE ROAD FROM MILEPOST 135, 47 FEET
 GC0945'NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND THE
 GC0945'PRIVATE ROAD, 29 FEET NORTH OF THE NORTH RAIL, 38 FEET
 GC0945'EAST OF THE CENTERLINE OF THE ROAD, 26 FEET EAST OF A CORNER FENCE
 GC0945'POST, 86 FEET NORTHWEST AND ACROSS THE TRACK FROM A TELEPHONE
 GC0945'POLE, 1 FOOT SOUTH OF A FENCE, 1.0 FOOT WEST OF A METAL WITNESS
 GC0945'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 GC0945'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE
 GC0945'OF THE GROUND.
 GC0945
 GC0945                          STATION RECOVERY (1995)
 GC0945
 GC0945'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0945'MARK IS AT THE SOUTHWEST CORNER OF A LARGE CULTIVATED FIELD, 27 FEET
 GC0945'EAST OF A TELEPHONE BOX AND LEANING TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1165 ***********************************************************************
 GC1165  DESIGNATION -  H 348
 GC1165  PID         -  GC1165
 GC1165  STATE/COUNTY-  KY/TODD
 GC1165  USGS QUAD   -  ALLENSVILLE (1950)
 GC1165
 GC1165                         *CURRENT SURVEY CONTROL
 GC1165  ___________________________________________________________________
 GC1165* NAD 83(1986)-  36 42 34.     (N)    087 04 42.     (W)     SCALED    
 GC1165* NAVD 88     -       176.338  (meters)     578.54   (feet)  ADJUSTED  
 GC1165  ___________________________________________________________________
 GC1165  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 GC1165  DYNAMIC HT  -         176.196 (meters)     578.07  (feet)  COMP
 GC1165  MODELED GRAV-     979,822.3   (mgal)                       NAVD 88
 GC1165
 GC1165  VERT ORDER  -  FIRST     CLASS II
 GC1165
 GC1165.The horizontal coordinates were scaled from a topographic map and have
 GC1165.an estimated accuracy of +/- 6 seconds.
 GC1165
 GC1165.The orthometric height was determined by differential leveling
 GC1165.and adjusted by the National Geodetic Survey in June 1991..
 GC1165
 GC1165.The geoid height was determined by GEOID03.
 GC1165
 GC1165.The dynamic height is computed by dividing the NAVD 88
 GC1165.geopotential number by the normal gravity value computed on the
 GC1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1165.degrees latitude (g = 980.6199 gals.).
 GC1165
 GC1165.The modeled gravity was interpolated from observed gravity values.
 GC1165
 GC1165;                    North         East    Units  Estimated Accuracy
 GC1165;SPC KY1Z     - 1,042,590.    1,381,310.      MT  (+/- 180 meters Scaled)
 GC1165
 GC1165                          SUPERSEDED SURVEY CONTROL
 GC1165
 GC1165  NGVD 29 (??/??/92)  176.423  (m)          578.81   (f) ADJ UNCH    1 2
 GC1165
 GC1165.Superseded values are not recommended for survey control.
 GC1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1165.See file dsdata.txt to determine how the superseded data were derived.
 GC1165
 GC1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF930626(NAD 83)
 GC1165_MARKER: DB = BENCH MARK DISK
 GC1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1165_STAMPING: H 348 1954
 GC1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1165+STABILITY: SURFACE MOTION
 GC1165
 GC1165  HISTORY     - Date     Condition        Report By
 GC1165  HISTORY     - 1954     MONUMENTED       CGS
 GC1165  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1165
 GC1165                          STATION DESCRIPTION
 GC1165
 GC1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1165'0.8 MI SW FROM ALLENSVILLE.
 GC1165'0.75 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1165'FROM THE CROSSING OF STATE HIGHWAY 102 AT ALLENSVILLE, ABOUT
 GC1165'0.35 MILE NORTHEAST OF TRESTLE OVER ELK FORK, ABOUT 0.45 MILE
 GC1165'NORTHEAST OF MILE POST 158, AT THE OUTSIDE OF A CURVE IN A
 GC1165'FIELD ROAD WHICH PARALLELS THE TRACK TO THE NORTHEAST AND
 GC1165'TURNS WEST AWAY FROM TRACK, 29 1/2 FEET NORTHWEST OF NORTHWEST
 GC1165'RAIL OF MAIN TRACK, 24 1/2 FEET SOUTHWEST OF SOUTH GATE POST
 GC1165'OF GATE ACROSS FIELD ROAD, 256 FEET SOUTHWEST OF CENTER OF
 GC1165'CROSSING OF MAIN TRACK AND A DRIVE SOUTHEAST TO AN OLD FARM HOUSE,
 GC1165'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 GC1165'ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GC1165'PROJECTING 4 INCHES.
 GC1165
 GC1165                          STATION RECOVERY (1984)
 GC1165
 GC1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1165'SEARCHED FOR BUT NOT RECOVERED, A FARM FIELD IS NOW LOCATED IN THE
 GC1165'AREA OF THE MARK, PROBALY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1650 ***********************************************************************
 HZ1650  DESIGNATION -  H 349 RESET 1966
 HZ1650  PID         -  HZ1650
 HZ1650  STATE/COUNTY-  KY/JEFFERSON
 HZ1650  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1650
 HZ1650                         *CURRENT SURVEY CONTROL
 HZ1650  ___________________________________________________________________
 HZ1650* NAD 83(1986)-  38 15 11.     (N)    085 39 19.     (W)     SCALED    
 HZ1650* NAVD 88     -       167.97   (meters)     551.1    (feet)  RESET     
 HZ1650  ___________________________________________________________________
 HZ1650  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1650
 HZ1650  VERT ORDER  -  THIRD
 HZ1650
 HZ1650.The horizontal coordinates were scaled from a topographic map and have
 HZ1650.an estimated accuracy of +/- 6 seconds.
 HZ1650
 HZ1650.The orthometric height was computed from unverified reset data.
 HZ1650.No vertical observational check was made to the station.
 HZ1650
 HZ1650.The geoid height was determined by GEOID03.
 HZ1650
 HZ1650;                    North         East    Units  Estimated Accuracy
 HZ1650;SPC KY1Z     - 1,213,060.    1,508,290.      MT  (+/- 180 meters Scaled)
 HZ1650
 HZ1650                          SUPERSEDED SURVEY CONTROL
 HZ1650
 HZ1650  NGVD 29 (??/??/??)  168.12   (m)          551.6    (f) RESET       3  
 HZ1650
 HZ1650.Superseded values are not recommended for survey control.
 HZ1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1650.See file dsdata.txt to determine how the superseded data were derived.
 HZ1650
 HZ1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH176347(NAD 83)
 HZ1650_MARKER: DB = BENCH MARK DISK
 HZ1650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1650_SP_SET: FOOTING
 HZ1650_STAMPING: H 349 1954 RESET 1966
 HZ1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1650
 HZ1650  HISTORY     - Date     Condition        Report By
 HZ1650  HISTORY     - 1966     MONUMENTED       CGS
 HZ1650  HISTORY     - 1981     GOOD             KYDT
 HZ1650
 HZ1650                          STATION DESCRIPTION
 HZ1650
 HZ1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HZ1650'AT ST MATTHEWS.
 HZ1650'THE MARK IS LOCATED IN AN EXTENSION OF THE FOOTING AT THE SOUTHWEST
 HZ1650'CORNER OF THE NEW ST. MATTHEWS BRANCH OF THE FIRST LINCOLN NATIONAL
 HZ1650'BANK, WHICH IS LOCATED AT THE TRIANGULAR INTERSECTION FORMED
 HZ1650'BY WESTPORT ROAD ON THE NORTH, SHELBYVILLE ROAD ON THE SOUTH,
 HZ1650'AND CHENOWETH LANE ON THE WEST.  IT IS 69 FEET NORTH OF THE
 HZ1650'APPROXIMATE CENTER OF SHELBYVILLE ROAD, 64 FEET SOUTH OF THE
 HZ1650'MAIN ENTRANCE LEADING INTO THE BANK, 55 FEET WEST OF THE CENTER
 HZ1650'OF THE DRIVE-IN TELLERS WINDOW, 4.8 FEET EAST OF THE APPROXIMATE
 HZ1650'CENTER OF THE ENTRANCE SIDEWALK, AND 0.5 OF A FOOT WEST OF THE
 HZ1650'SOUTHWEST CORNER OF THE BANK BUILDING.  IT IS A STANDARD BENCH
 HZ1650'MARK DISK SET FLUSH WITH THE SURFACE OF THE FOOTING AND
 HZ1650'SIDEWALK.
 HZ1650
 HZ1650                          STATION RECOVERY (1981)
 HZ1650
 HZ1650'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0051 ***********************************************************************
 HZ0051  DESIGNATION -  H 35
 HZ0051  PID         -  HZ0051
 HZ0051  STATE/COUNTY-  KY/PENDLETON
 HZ0051  USGS QUAD   -  GOFORTH (1987)
 HZ0051
 HZ0051                         *CURRENT SURVEY CONTROL
 HZ0051  ___________________________________________________________________
 HZ0051* NAD 83(1986)-  38 39 44.     (N)    084 27 29.     (W)     SCALED    
 HZ0051* NAVD 88     -       276.805  (meters)     908.15   (feet)  ADJUSTED  
 HZ0051  ___________________________________________________________________
 HZ0051  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HZ0051  DYNAMIC HT  -         276.618 (meters)     907.54  (feet)  COMP
 HZ0051  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 HZ0051
 HZ0051  VERT ORDER  -  SECOND    CLASS 0
 HZ0051
 HZ0051.The horizontal coordinates were scaled from a topographic map and have
 HZ0051.an estimated accuracy of +/- 6 seconds.
 HZ0051
 HZ0051.The orthometric height was determined by differential leveling
 HZ0051.and adjusted by the National Geodetic Survey in June 1991..
 HZ0051
 HZ0051.The geoid height was determined by GEOID03.
 HZ0051
 HZ0051.The dynamic height is computed by dividing the NAVD 88
 HZ0051.geopotential number by the normal gravity value computed on the
 HZ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0051.degrees latitude (g = 980.6199 gals.).
 HZ0051
 HZ0051.The modeled gravity was interpolated from observed gravity values.
 HZ0051
 HZ0051;                    North         East    Units  Estimated Accuracy
 HZ0051;SPC KY1Z     - 1,259,250.    1,612,440.      MT  (+/- 180 meters Scaled)
 HZ0051
 HZ0051                          SUPERSEDED SURVEY CONTROL
 HZ0051
 HZ0051  NGVD 29 (??/??/92)  277.021  (m)          908.86   (f) ADJ UNCH    2 0
 HZ0051
 HZ0051.Superseded values are not recommended for survey control.
 HZ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0051.See file dsdata.txt to determine how the superseded data were derived.
 HZ0051
 HZ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH211823(NAD 83)
 HZ0051_MARKER: DB = BENCH MARK DISK
 HZ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0051_STAMPING: H 35 1935 908.860
 HZ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0051+STABILITY: SURFACE MOTION
 HZ0051
 HZ0051  HISTORY     - Date     Condition        Report By
 HZ0051  HISTORY     - 1935     MONUMENTED       CGS
 HZ0051  HISTORY     - 1955     GOOD             NGS
 HZ0051
 HZ0051                          STATION DESCRIPTION
 HZ0051
 HZ0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0051'8.8 MI W FROM FALMOUTH.
 HZ0051'2.2 MILES NORTHWEST ALONG U.S. HIGHWAY AND STATE HIGHWAY 22 FROM THE
 HZ0051'JUNCTION OF THESE HIGHWAYS AT THE NORTHWEST PART OF FALMOUTH,
 HZ0051'THENCE 6.6 MILES WEST AND SOUTHWEST ALONG STATE HIGHWAY 22, AT
 HZ0051'BARN NORTHWEST OF HIGHWAY, 75 FEET NORTHWEST OF THE CENTER LINE
 HZ0051'OF HIGHWAY, 6.0 FEET SOUTHEAST OF THE NORTH CORNER OF BARN, 3.5
 HZ0051'FEET SOUTHWEST OF THE SOUTH CORNER OF CONCRETE WELL COVER, 1.5
 HZ0051'FEET NORTHWEST OF THE NORTHWEST SIDE OF BARN, ABOUT 1 FOOT ABOVE
 HZ0051'THE LEVEL OF HIGHWAY, 0.45 MILE SOUTHWEST OF THE BAPTIST CHURCH
 HZ0051'AT VILLAGE OF GOFORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1148 ***********************************************************************
 HZ1148  DESIGNATION -  H 350
 HZ1148  PID         -  HZ1148
 HZ1148  STATE/COUNTY-  KY/SHELBY
 HZ1148  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1148
 HZ1148                         *CURRENT SURVEY CONTROL
 HZ1148  ___________________________________________________________________
 HZ1148* NAD 83(1986)-  38 12 43.     (N)    085 11 41.     (W)     SCALED    
 HZ1148* NAVD 88     -       238.673  (meters)     783.05   (feet)  ADJUSTED  
 HZ1148  ___________________________________________________________________
 HZ1148  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ1148  DYNAMIC HT  -         238.505 (meters)     782.50  (feet)  COMP
 HZ1148  MODELED GRAV-     979,920.0   (mgal)                       NAVD 88
 HZ1148
 HZ1148  VERT ORDER  -  FIRST     CLASS II
 HZ1148
 HZ1148.The horizontal coordinates were scaled from a topographic map and have
 HZ1148.an estimated accuracy of +/- 6 seconds.
 HZ1148
 HZ1148.The orthometric height was determined by differential leveling
 HZ1148.and adjusted by the National Geodetic Survey in June 1991..
 HZ1148
 HZ1148.The geoid height was determined by GEOID03.
 HZ1148
 HZ1148.The dynamic height is computed by dividing the NAVD 88
 HZ1148.geopotential number by the normal gravity value computed on the
 HZ1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1148.degrees latitude (g = 980.6199 gals.).
 HZ1148
 HZ1148.The modeled gravity was interpolated from observed gravity values.
 HZ1148
 HZ1148;                    North         East    Units  Estimated Accuracy
 HZ1148;SPC KY1Z     - 1,208,640.    1,548,630.      MT  (+/- 180 meters Scaled)
 HZ1148
 HZ1148                          SUPERSEDED SURVEY CONTROL
 HZ1148
 HZ1148  NGVD 29 (??/??/92)  238.822  (m)          783.54   (f) ADJ UNCH    1 2
 HZ1148
 HZ1148.Superseded values are not recommended for survey control.
 HZ1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1148.See file dsdata.txt to determine how the superseded data were derived.
 HZ1148
 HZ1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH580308(NAD 83)
 HZ1148_MARKER: DB = BENCH MARK DISK
 HZ1148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1148_SP_SET: FOUNDATION
 HZ1148_STAMPING: H 350 1954
 HZ1148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1148
 HZ1148  HISTORY     - Date     Condition        Report By
 HZ1148  HISTORY     - 1954     MONUMENTED       CGS
 HZ1148
 HZ1148                          STATION DESCRIPTION
 HZ1148
 HZ1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1148'1.2 MI E FROM SHELBYVILLE.
 HZ1148'ABOUT 1.15 MILES EAST ALONG U.S. HIGHWAY 60 AND 460 FROM THE
 HZ1148'COURT HOUSE AT SHELBYVILLE, NEAR THE EAST EDGE OF SHELBYVILLE,
 HZ1148'SOUTH AND ACROSS HIGHWAY FROM OLD MASONS HOME, SET VERTICALLY
 HZ1148'IN THE EAST FACE OF THE CONCRETE FOUNDATION OF THE SECOND BAPTIST
 HZ1148'CHURCH, 1/2 FOOT SOUTH OF NORTHEAST CORNER OF BUILDING AND ABOUT
 HZ1148'5 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1535 ***********************************************************************
 HZ1535  DESIGNATION -  H 351
 HZ1535  PID         -  HZ1535
 HZ1535  STATE/COUNTY-  KY/OLDHAM
 HZ1535  USGS QUAD   -  OWEN (1983)
 HZ1535
 HZ1535                         *CURRENT SURVEY CONTROL
 HZ1535  ___________________________________________________________________
 HZ1535* NAD 83(1986)-  38 25 55.     (N)    085 31 25.     (W)     SCALED    
 HZ1535* NAVD 88     -       214.440  (meters)     703.54   (feet)  ADJUSTED  
 HZ1535  ___________________________________________________________________
 HZ1535  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ1535  DYNAMIC HT  -         214.295 (meters)     703.07  (feet)  COMP
 HZ1535  MODELED GRAV-     979,950.7   (mgal)                       NAVD 88
 HZ1535
 HZ1535  VERT ORDER  -  FIRST     CLASS II
 HZ1535
 HZ1535.The horizontal coordinates were scaled from a topographic map and have
 HZ1535.an estimated accuracy of +/- 6 seconds.
 HZ1535
 HZ1535.The orthometric height was determined by differential leveling
 HZ1535.and adjusted by the National Geodetic Survey in June 1991..
 HZ1535
 HZ1535.The geoid height was determined by GEOID03.
 HZ1535
 HZ1535.The dynamic height is computed by dividing the NAVD 88
 HZ1535.geopotential number by the normal gravity value computed on the
 HZ1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1535.degrees latitude (g = 980.6199 gals.).
 HZ1535
 HZ1535.The modeled gravity was interpolated from observed gravity values.
 HZ1535
 HZ1535;                    North         East    Units  Estimated Accuracy
 HZ1535;SPC KY1Z     - 1,232,940.    1,519,770.      MT  (+/- 180 meters Scaled)
 HZ1535
 HZ1535                          SUPERSEDED SURVEY CONTROL
 HZ1535
 HZ1535  NGVD 29 (??/??/92)  214.599  (m)          704.06   (f) ADJ UNCH    1 2
 HZ1535
 HZ1535.Superseded values are not recommended for survey control.
 HZ1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1535.See file dsdata.txt to determine how the superseded data were derived.
 HZ1535
 HZ1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH288547(NAD 83)
 HZ1535_MARKER: DB = BENCH MARK DISK
 HZ1535_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1535_SP_SET: ROCK LEDGE
 HZ1535_STAMPING: H 351 1954
 HZ1535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1535+STABILITY: POSITION/ELEVATION WELL
 HZ1535
 HZ1535  HISTORY     - Date     Condition        Report By
 HZ1535  HISTORY     - 1954     MONUMENTED       CGS
 HZ1535  HISTORY     - 1963     GOOD             NGS
 HZ1535
 HZ1535                          STATION DESCRIPTION
 HZ1535
 HZ1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1535'0.8 MI SW FROM SKYLIGHT.
 HZ1535'ABOUT 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 42 FROM LIBERTY SCHOOL
 HZ1535'AT SKYLIGHT, AT THE WEST EDGE OF SKYLIGHT, IN THE TOP OF A LIMESTONE
 HZ1535'OUTCROPPING LEDGE ABOUT 10 BY 9 FEET, 33 1/2 FEET NORTHWEST OF
 HZ1535'CENTER LINE OF HIGHWAY, 152 FEET SOUTHWEST OF SOUTH CORNER OF AN
 HZ1535'AETNA SERVICE STATION, 59 FEET NORTH-NORTHWEST AND ACROSS HIGHWAY
 HZ1535'FROM NORTHEAST END OF A 14-INCH PIPE CULVERT UNDER A DIM DRIVE
 HZ1535'EAST, 23 FEET EAST-SOUTHEAST OF A TRIANGULAR BLAZED 12-INCH BLACK
 HZ1535'LOCUST TREE, 10 FEET NORTH-NORTHEAST OF POWER POLE NO. SO 2 - 2,
 HZ1535'17 FEET NORTHEAST OF EAST CORNER OF AN ABANDONED SMALL ROCK QUARRY,
 HZ1535'3 1/2 FEET NORTHEAST OF SOUTHWEST EDGE OF LEDGE AND ABOUT 1 1/2 FEET
 HZ1535'ABOVE LEVEL OF HIGHWAY.
 HZ1535
 HZ1535                          STATION RECOVERY (1963)
 HZ1535
 HZ1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0917 ***********************************************************************
 HZ0917  DESIGNATION -  H 353
 HZ0917  PID         -  HZ0917
 HZ0917  STATE/COUNTY-  KY/CARROLL
 HZ0917  USGS QUAD   -  MADISON EAST (1994)
 HZ0917
 HZ0917                         *CURRENT SURVEY CONTROL
 HZ0917  ___________________________________________________________________
 HZ0917* NAD 83(1986)-  38 43 54.     (N)    085 16 01.     (W)     SCALED    
 HZ0917* NAVD 88     -       140.733  (meters)     461.72   (feet)  ADJUSTED  
 HZ0917  ___________________________________________________________________
 HZ0917  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ0917  DYNAMIC HT  -         140.641 (meters)     461.42  (feet)  COMP
 HZ0917  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 HZ0917
 HZ0917  VERT ORDER  -  FIRST     CLASS II
 HZ0917
 HZ0917.The horizontal coordinates were scaled from a topographic map and have
 HZ0917.an estimated accuracy of +/- 6 seconds.
 HZ0917
 HZ0917.The orthometric height was determined by differential leveling
 HZ0917.and adjusted by the National Geodetic Survey in June 1991..
 HZ0917
 HZ0917.The geoid height was determined by GEOID03.
 HZ0917
 HZ0917.The dynamic height is computed by dividing the NAVD 88
 HZ0917.geopotential number by the normal gravity value computed on the
 HZ0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0917.degrees latitude (g = 980.6199 gals.).
 HZ0917
 HZ0917.The modeled gravity was interpolated from observed gravity values.
 HZ0917
 HZ0917;                    North         East    Units  Estimated Accuracy
 HZ0917;SPC KY1Z     - 1,266,290.    1,542,000.      MT  (+/- 180 meters Scaled)
 HZ0917
 HZ0917                          SUPERSEDED SURVEY CONTROL
 HZ0917
 HZ0917  NGVD 29 (??/??/92)  140.905  (m)          462.29   (f) ADJ UNCH    1 2
 HZ0917
 HZ0917.Superseded values are not recommended for survey control.
 HZ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0917.See file dsdata.txt to determine how the superseded data were derived.
 HZ0917
 HZ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH506884(NAD 83)
 HZ0917_MARKER: DB = BENCH MARK DISK
 HZ0917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0917_SP_SET: CULVERT
 HZ0917_STAMPING: H 353 1954
 HZ0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0917+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1997
 HZ0917
 HZ0917  HISTORY     - Date     Condition        Report By
 HZ0917  HISTORY     - 1954     MONUMENTED       CGS
 HZ0917  HISTORY     - 1964     GOOD             NGS
 HZ0917  HISTORY     - 19970417 GOOD             KYDT
 HZ0917
 HZ0917                          STATION DESCRIPTION
 HZ0917
 HZ0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0917'5.8 MI E FROM MILTON.
 HZ0917'5.75 MILES EAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 HZ0917'U.S. HIGHWAY 421 AT MILTON, ABOUT 0.25 MILE SOUTHEAST OF A ROAD
 HZ0917'SOUTHWEST TO CARROLLTON SAND AND GRAVEL COMPANY PIT, IN THE TOP
 HZ0917'OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 4-FOOT
 HZ0917'CONCRETE BOX CULVERT, 17 FEET SOUTHWEST OF CENTER LINE OF
 HZ0917'HIGHWAY, 60 FEET SOUTHEAST OF CENTER LINE OF A DRIVE TO A
 HZ0917'1-STORY FRAME HOUSE AND ABOUT LEVEL WITH HIGHWAY.
 HZ0917
 HZ0917                          STATION RECOVERY (1964)
 HZ0917
 HZ0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0917'RECOVERED IN GOOD CONDITION.
 HZ0917
 HZ0917                          STATION RECOVERY (1997)
 HZ0917
 HZ0917'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HZ0917'MARK IS ABOUT 0.5 FEET BELOW ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1077 ***********************************************************************
 HY1077  DESIGNATION -  H 354 RESET 1974
 HY1077  PID         -  HY1077
 HY1077  STATE/COUNTY-  KY/GREENUP
 HY1077  USGS QUAD   -  PORTSMOUTH (1975)
 HY1077
 HY1077                         *CURRENT SURVEY CONTROL
 HY1077  ___________________________________________________________________
 HY1077* NAD 83(1986)-  38 42 28.     (N)    082 52 47.     (W)     SCALED    
 HY1077* NAVD 88     -       163.93   (+/-2cm)     537.8    (feet)  VERTCON   
 HY1077  ___________________________________________________________________
 HY1077  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HY1077
 HY1077  VERT ORDER  -  THIRD (See Below)
 HY1077
 HY1077.The horizontal coordinates were scaled from a topographic map and have
 HY1077.an estimated accuracy of +/- 6 seconds.
 HY1077
 HY1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY1077.The vertical order pertains to the NGVD 29 superseded value.
 HY1077
 HY1077.The geoid height was determined by GEOID03.
 HY1077
 HY1077;                    North         East    Units  Estimated Accuracy
 HY1077;SPC KY1Z     - 1,267,370.    1,749,630.      MT  (+/- 180 meters Scaled)
 HY1077
 HY1077                          SUPERSEDED SURVEY CONTROL
 HY1077
 HY1077  NGVD 29 (??/??/??)  164.12   (m)          538.5    (f) RESET       3  
 HY1077
 HY1077.Superseded values are not recommended for survey control.
 HY1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1077.See file dsdata.txt to determine how the superseded data were derived.
 HY1077
 HY1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC365860(NAD 83)
 HY1077_MARKER: DB = BENCH MARK DISK
 HY1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1077_STAMPING: H 354 RESET 1974
 HY1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1077+STABILITY: SURFACE MOTION
 HY1077
 HY1077  HISTORY     - Date     Condition        Report By
 HY1077  HISTORY     - 1974     MONUMENTED       NGS
 HY1077  HISTORY     - 1979     GOOD             LOCENG
 HY1077
 HY1077                          STATION DESCRIPTION
 HY1077
 HY1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HY1077'8.3 MI SE FROM SOUTH PORTSMOUTH.
 HY1077'8.3 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 HY1077'THE STATION AT SOUTH PORTSMOUTH, ABOUT 90 FEET EAST OF THE
 HY1077'CENTERLINE OF U.S. HIGHWAY 23, 2 FEET SOUTH OF A TELEPHONE POLE,
 HY1077'1 FOOT NORTH OF A METAL WITNESS POST, 9 FEET WEST OF WEST RAIL
 HY1077'OF SIDE TRACK, 45 FEET WEST OF THE WEST RAIL OF THE WEST 1 OF
 HY1077'4 SETS OF MAIN TRACKS, 133 FEET SOUTHWEST OF A RAILROAD TELEPHONE
 HY1077'BOX AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4
 HY1077'INCHES.
 HY1077
 HY1077                          STATION RECOVERY (1979)
 HY1077
 HY1077'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0818 ***********************************************************************
 HY0818  DESIGNATION -  H 355
 HY0818  PID         -  HY0818
 HY0818  STATE/COUNTY-  KY/BOYD
 HY0818  USGS QUAD   -  CATLETTSBURG (1985)
 HY0818
 HY0818                         *CURRENT SURVEY CONTROL
 HY0818  ___________________________________________________________________
 HY0818* NAD 83(1986)-  38 27 55.     (N)    082 36 57.     (W)     SCALED    
 HY0818* NAVD 88     -       167.688  (meters)     550.16   (feet)  ADJUSTED  
 HY0818  ___________________________________________________________________
 HY0818  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY0818  DYNAMIC HT  -         167.578 (meters)     549.80  (feet)  COMP
 HY0818  MODELED GRAV-     979,966.0   (mgal)                       NAVD 88
 HY0818
 HY0818  VERT ORDER  -  FIRST     CLASS II
 HY0818
 HY0818.The horizontal coordinates were scaled from a topographic map and have
 HY0818.an estimated accuracy of +/- 6 seconds.
 HY0818
 HY0818.The orthometric height was determined by differential leveling
 HY0818.and adjusted by the National Geodetic Survey in June 1991..
 HY0818
 HY0818.The geoid height was determined by GEOID03.
 HY0818
 HY0818.The dynamic height is computed by dividing the NAVD 88
 HY0818.geopotential number by the normal gravity value computed on the
 HY0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0818.degrees latitude (g = 980.6199 gals.).
 HY0818
 HY0818.The modeled gravity was interpolated from observed gravity values.
 HY0818
 HY0818;                    North         East    Units  Estimated Accuracy
 HY0818;SPC KY1Z     - 1,241,210.    1,773,470.      MT  (+/- 180 meters Scaled)
 HY0818
 HY0818                          SUPERSEDED SURVEY CONTROL
 HY0818
 HY0818  NGVD 29 (??/??/92)  167.876  (m)          550.77   (f) ADJ UNCH    1 2
 HY0818
 HY0818.Superseded values are not recommended for survey control.
 HY0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0818.See file dsdata.txt to determine how the superseded data were derived.
 HY0818
 HY0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC590586(NAD 83)
 HY0818_MARKER: DB = BENCH MARK DISK
 HY0818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0818_SP_SET: FLOOD WALL
 HY0818_STAMPING: H 355 1956
 HY0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0818
 HY0818  HISTORY     - Date     Condition        Report By
 HY0818  HISTORY     - 1956     MONUMENTED       CGS
 HY0818  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 HY0818  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0818
 HY0818                          STATION DESCRIPTION
 HY0818
 HY0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0818'1.6 MI SE FROM ASHLAND.
 HY0818'ABOUT 1.55 MILES SOUTHEAST AND SOUTH ALONG WINCHESTER AVENUE
 HY0818'(U.S. HIGHWAY 23) FROM THE POST OFFICE AT ASHLAND, THENCE ABOUT
 HY0818'137 YARDS NORTHEAST ALONG CONCRETE FLOOD WALL, SET VERTICALLY
 HY0818'ABOUT 2 1/2 FEET ABOVE GROUND IN THE SOUTHEAST FACE OF CONCRETE
 HY0818'FLOOD WALL, 1.6 FEET SOUTHWEST OF FIRST CORNER IN FLOOD WALL
 HY0818'NORTHEAST OF HIGHWAY 23, 50 FEET WEST-SOUTHWEST OF NEAR RAIL OF
 HY0818'NEAR TRACK OF THE CHESAPEAKE AND OHIO RAILWAY AND ABOUT LEVEL
 HY0818'WITH TRACKS.
 HY0818
 HY0818                          STATION RECOVERY (1984)
 HY0818
 HY0818'RECOVERY NOTE BY US POWER SQUADRON 1984 (JDF)
 HY0818'MARK NOT FOUND.
 HY0818
 HY0818                          STATION RECOVERY (1984)
 HY0818
 HY0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0818'NOT RECOVERED, CONSIDER DESTROYED AS THE IMPRESSION OF THE DISK WAS
 HY0818'FOUND, ONLY THE STEM REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0503 ***********************************************************************
 GD0503  DESIGNATION -  H 356
 GD0503  PID         -  GD0503
 GD0503  STATE/COUNTY-  KY/FULTON
 GD0503  USGS QUAD   -  WOLF ISLAND (1982)
 GD0503
 GD0503                         *CURRENT SURVEY CONTROL
 GD0503  ___________________________________________________________________
 GD0503* NAD 83(1986)-  36 37 49.     (N)    089 08 30.     (W)     SCALED    
 GD0503* NAVD 88     -        93.131  (meters)     305.55   (feet)  ADJUSTED  
 GD0503  ___________________________________________________________________
 GD0503  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GD0503  DYNAMIC HT  -          93.059 (meters)     305.31  (feet)  COMP
 GD0503  MODELED GRAV-     979,858.2   (mgal)                       NAVD 88
 GD0503
 GD0503  VERT ORDER  -  FIRST     CLASS II
 GD0503
 GD0503.The horizontal coordinates were scaled from a topographic map and have
 GD0503.an estimated accuracy of +/- 6 seconds.
 GD0503
 GD0503.The orthometric height was determined by differential leveling
 GD0503.and adjusted by the National Geodetic Survey in June 1991..
 GD0503
 GD0503.The geoid height was determined by GEOID03.
 GD0503
 GD0503.The dynamic height is computed by dividing the NAVD 88
 GD0503.geopotential number by the normal gravity value computed on the
 GD0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0503.degrees latitude (g = 980.6199 gals.).
 GD0503
 GD0503.The modeled gravity was interpolated from observed gravity values.
 GD0503
 GD0503;                    North         East    Units  Estimated Accuracy
 GD0503;SPC KY1Z     - 1,038,470.    1,196,670.      MT  (+/- 180 meters Scaled)
 GD0503
 GD0503                          SUPERSEDED SURVEY CONTROL
 GD0503
 GD0503  NGVD 29 (??/??/??)   93.052  (m)          305.29   (f) ADJUSTED    1 2
 GD0503
 GD0503.Superseded values are not recommended for survey control.
 GD0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0503.See file dsdata.txt to determine how the superseded data were derived.
 GD0503
 GD0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF085559(NAD 83)
 GD0503_MARKER: DB = BENCH MARK DISK
 GD0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0503_STAMPING: H 356 1957
 GD0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0503+STABILITY: SURFACE MOTION
 GD0503
 GD0503  HISTORY     - Date     Condition        Report By
 GD0503  HISTORY     - 1957     MONUMENTED       CGS
 GD0503  HISTORY     - 20020814 MARK NOT FOUND   USACE
 GD0503
 GD0503                          STATION DESCRIPTION
 GD0503
 GD0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0503'7.2 MI NE FROM HICKMAN.
 GD0503'ABOUT 1.7 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE
 GD0503'AT HICKMAN, THENCE ABOUT 4.5 MILES NORTH ALONG A BLACK TOP AND
 GD0503'GRAVEL ROAD TO THE JUNCTION OF A ROAD LEADING NORTH ACROSS OBION
 GD0503'CREEK, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, 1.0 MILE NORTH
 GD0503'OF STEEL BRIDGE OVER OBION CREEK, ABOUT 0.2 MILE NORTHEAST OF A
 GD0503'FRAME HOUSE, AT THE JUNCTION OF A FARM DRIVE LEADING SOUTH TO A
 GD0503'FIELD, IN LINE AND BETWEEN TWO 30-INCH PECAN TREE, 18 FEET
 GD0503'SOUTHEAST OF CENTER LINE OF ROAD, 21 FEET NORTHEAST OF 30-INCH
 GD0503'PECAN TREE, 18 FEET SOUTHWEST OF 30-INCH PECAN TREE, 2 FEET
 GD0503'NORTHEAST OF A CONCRETE WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL
 GD0503'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GD0503'INCHES.
 GD0503
 GD0503                          STATION RECOVERY (2002)
 GD0503
 GD0503'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0503'ALL REFERENCES GONE, AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0020 ***********************************************************************
 HA0020  DESIGNATION -  H 356
 HA0020  PID         -  HA0020
 HA0020  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0020  USGS QUAD   -  GARFIELD (1982)
 HA0020
 HA0020                         *CURRENT SURVEY CONTROL
 HA0020  ___________________________________________________________________
 HA0020* NAD 83(1986)-  37 49 38.     (N)    086 19 41.     (W)     SCALED    
 HA0020* NAVD 88     -       187.538  (meters)     615.28   (feet)  ADJUSTED  
 HA0020  ___________________________________________________________________
 HA0020  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HA0020  DYNAMIC HT  -         187.402 (meters)     614.83  (feet)  COMP
 HA0020  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 HA0020
 HA0020  VERT ORDER  -  SECOND    CLASS 0
 HA0020
 HA0020.The horizontal coordinates were scaled from a topographic map and have
 HA0020.an estimated accuracy of +/- 6 seconds.
 HA0020
 HA0020.The orthometric height was determined by differential leveling
 HA0020.and adjusted by the National Geodetic Survey in June 1991..
 HA0020
 HA0020.The geoid height was determined by GEOID03.
 HA0020
 HA0020.The dynamic height is computed by dividing the NAVD 88
 HA0020.geopotential number by the normal gravity value computed on the
 HA0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0020.degrees latitude (g = 980.6199 gals.).
 HA0020
 HA0020.The modeled gravity was interpolated from observed gravity values.
 HA0020
 HA0020;                    North         East    Units  Estimated Accuracy
 HA0020;SPC KY1Z     - 1,165,950.    1,449,110.      MT  (+/- 180 meters Scaled)
 HA0020
 HA0020                          SUPERSEDED SURVEY CONTROL
 HA0020
 HA0020  NGVD 29 (??/??/92)  187.660  (m)          615.68   (f) ADJ UNCH    2 0
 HA0020
 HA0020.Superseded values are not recommended for survey control.
 HA0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0020.See file dsdata.txt to determine how the superseded data were derived.
 HA0020
 HA0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG591868(NAD 83)
 HA0020_MARKER: DB = BENCH MARK DISK
 HA0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0020_STAMPING: H 356 1954
 HA0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0020+STABILITY: SURFACE MOTION
 HA0020
 HA0020  HISTORY     - Date     Condition        Report By
 HA0020  HISTORY     - 1954     MONUMENTED       CGS
 HA0020
 HA0020                          STATION DESCRIPTION
 HA0020
 HA0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0020'4 MI SW FROM IRVINGTON.
 HA0020'ABOUT 4.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE
 HA0020'JUNCTION OF STATE HIGHWAY 448 AND THE SCHOOL AT IRVINGTON, ABOUT
 HA0020'0.85 MILE SOUTHWEST OF STEEL BRIDGE OVER SINKING CREEK, 26 1/2
 HA0020'FEET WEST OF CENTER LINE OF HIGHWAY, 1 FOOT EAST OF A FENCE LINE,
 HA0020'24 FEET NORTH OF CENTER LINE OF A PRIVATE ROAD LEADING WEST
 HA0020'AND UPHILL, 15 1/2 FEET NORTHWEST OF NORTH END OF A PIPE CULVERT
 HA0020'UNDER PRIVATE ROAD, 9 FEET NORTH OF A FENCE CORNER, 118 FEET
 HA0020'SOUTH OF SOUTH END OF WEST CONCRETE HEAD WALL OF AN 18-INCH PIPE
 HA0020'CULVERT UNDER HIGHWAY, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 HA0020'POST, ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP
 HA0020'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0486 ***********************************************************************
 GD0486  DESIGNATION -  H 358
 GD0486  PID         -  GD0486
 GD0486  STATE/COUNTY-  KY/HICKMAN
 GD0486  USGS QUAD   -  ARLINGTON (1982)
 GD0486
 GD0486                         *CURRENT SURVEY CONTROL
 GD0486  ___________________________________________________________________
 GD0486* NAD 83(1986)-  36 45 30.     (N)    089 06 19.     (W)     SCALED    
 GD0486* NAVD 88     -       141.432  (meters)     464.01   (feet)  ADJUSTED  
 GD0486  ___________________________________________________________________
 GD0486  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GD0486  DYNAMIC HT  -         141.324 (meters)     463.66  (feet)  COMP
 GD0486  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 GD0486
 GD0486  VERT ORDER  -  FIRST     CLASS II
 GD0486
 GD0486.The horizontal coordinates were scaled from a topographic map and have
 GD0486.an estimated accuracy of +/- 6 seconds.
 GD0486
 GD0486.The orthometric height was determined by differential leveling
 GD0486.and adjusted by the National Geodetic Survey in June 1991..
 GD0486
 GD0486.The geoid height was determined by GEOID03.
 GD0486
 GD0486.The dynamic height is computed by dividing the NAVD 88
 GD0486.geopotential number by the normal gravity value computed on the
 GD0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0486.degrees latitude (g = 980.6199 gals.).
 GD0486
 GD0486.The modeled gravity was interpolated from observed gravity values.
 GD0486
 GD0486;                    North         East    Units  Estimated Accuracy
 GD0486;SPC KY1Z     - 1,052,560.    1,200,440.      MT  (+/- 180 meters Scaled)
 GD0486
 GD0486                          SUPERSEDED SURVEY CONTROL
 GD0486
 GD0486  NGVD 29 (??/??/??)  141.328  (m)          463.67   (f) ADJUSTED    1 2
 GD0486
 GD0486.Superseded values are not recommended for survey control.
 GD0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0486.See file dsdata.txt to determine how the superseded data were derived.
 GD0486
 GD0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF120701(NAD 83)
 GD0486_MARKER: DB = BENCH MARK DISK
 GD0486_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0486_SP_SET: COPPER-CLAD STEEL ROD
 GD0486_STAMPING: H 358 1957
 GD0486_MARK LOGO: CGS   
 GD0486_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0486+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 GD0486
 GD0486  HISTORY     - Date     Condition        Report By
 GD0486  HISTORY     - 1957     MONUMENTED       CGS
 GD0486  HISTORY     - 19920409 GOOD             LOCENG
 GD0486  HISTORY     - 20001120 GOOD             CGS
 GD0486  HISTORY     - 20001120 GOOD             USACE
 GD0486  HISTORY     - 20020813 GOOD             USACE
 GD0486
 GD0486                          STATION DESCRIPTION
 GD0486
 GD0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0486'AT COLUMBUS.
 GD0486'AT COLUMBUS, AT THE METHODIST CHURCH, 70 FEET NORTH-NORTHEAST OF
 GD0486'CENTER LINE OF HIGHWAY 58, 46 FEET NORTHEAST OF A POWER LINE POLE
 GD0486'AND STREET LAMP POLE, 14 FEET EAST OF SOUTHEAST CORNER OF
 GD0486'METHODIST CHURCH, 46 FEET WEST OF SOUTHWEST CORNER OF BRICK
 GD0486'FOUNDATION OF A WHITE FRAME HOUSE, 32 FEET SOUTHWEST OF A LONE
 GD0486'10-INCH HARD MAPLE TREE, ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY AND
 GD0486'IS A DISK ON COPPER COATED STEEL ROD ABOUT 1 1/2 INCHES
 GD0486'UNDERGROUND AND PROTECTED BY A 4-INCH TILE ABOUT FLUSH WITH
 GD0486'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 44 1/2 FEET.
 GD0486
 GD0486                          STATION RECOVERY (1992)
 GD0486
 GD0486'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 GD0486'RECOVERED IN GOOD CONDITION.
 GD0486
 GD0486                          STATION RECOVERY (2000)
 GD0486
 GD0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (JMH)
 GD0486'RECOVERED IN GOOD CONDITION.
 GD0486
 GD0486                          STATION RECOVERY (2000)
 GD0486
 GD0486'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 GD0486'MARK RECOVERED IN GOOD CONDITION.
 GD0486
 GD0486                          STATION RECOVERY (2002)
 GD0486
 GD0486'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0058 ***********************************************************************
 HZ0058  DESIGNATION -  H 36
 HZ0058  PID         -  HZ0058
 HZ0058  STATE/COUNTY-  KY/HARRISON
 HZ0058  USGS QUAD   -  BERRY (1953)
 HZ0058
 HZ0058                         *CURRENT SURVEY CONTROL
 HZ0058  ___________________________________________________________________
 HZ0058* NAD 83(1986)-  38 31 14.     (N)    084 23 05.     (W)     SCALED    
 HZ0058* NAVD 88     -       205.706  (meters)     674.89   (feet)  ADJUSTED  
 HZ0058  ___________________________________________________________________
 HZ0058  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 HZ0058  DYNAMIC HT  -         205.562 (meters)     674.41  (feet)  COMP
 HZ0058  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 HZ0058
 HZ0058  VERT ORDER  -  SECOND    CLASS 0
 HZ0058
 HZ0058.The horizontal coordinates were scaled from a topographic map and have
 HZ0058.an estimated accuracy of +/- 6 seconds.
 HZ0058
 HZ0058.The orthometric height was determined by differential leveling
 HZ0058.and adjusted by the National Geodetic Survey in June 1991..
 HZ0058
 HZ0058.The geoid height was determined by GEOID03.
 HZ0058
 HZ0058.The dynamic height is computed by dividing the NAVD 88
 HZ0058.geopotential number by the normal gravity value computed on the
 HZ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0058.degrees latitude (g = 980.6199 gals.).
 HZ0058
 HZ0058.The modeled gravity was interpolated from observed gravity values.
 HZ0058
 HZ0058;                    North         East    Units  Estimated Accuracy
 HZ0058;SPC KY1Z     - 1,243,620.    1,619,060.      MT  (+/- 180 meters Scaled)
 HZ0058
 HZ0058                          SUPERSEDED SURVEY CONTROL
 HZ0058
 HZ0058  NGVD 29 (??/??/92)  205.914  (m)          675.57   (f) ADJ UNCH    2 0
 HZ0058
 HZ0058.Superseded values are not recommended for survey control.
 HZ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0058.See file dsdata.txt to determine how the superseded data were derived.
 HZ0058
 HZ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH280668(NAD 83)
 HZ0058_MARKER: DB = BENCH MARK DISK
 HZ0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0058_SP_SET: BUILDING
 HZ0058_STAMPING: H 36 1935 675.570
 HZ0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0058
 HZ0058  HISTORY     - Date     Condition        Report By
 HZ0058  HISTORY     - 1935     MONUMENTED       CGS
 HZ0058  HISTORY     - 1955     GOOD             NGS
 HZ0058
 HZ0058                          STATION DESCRIPTION
 HZ0058
 HZ0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0058'AT BERRY.
 HZ0058'AT BERRY, AT THE SOUTHEAST CORNER OF THE UNION BANK BUILDING,
 HZ0058'ACROSS SIDE STREET FROM THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0058'STATION, 8 INCHES NORTH OF THE SOUTHEAST CORNER, IN THE EAST
 HZ0058'WALL, 2 FEET ABOVE THE LEVEL OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1797 ***********************************************************************
 GY1797  DESIGNATION -  H 369
 GY1797  PID         -  GY1797
 GY1797  STATE/COUNTY-  KY/MORGAN
 GY1797  USGS QUAD   -  CANNEL CITY (1993)
 GY1797
 GY1797                         *CURRENT SURVEY CONTROL
 GY1797  ___________________________________________________________________
 GY1797* NAD 83(1986)-  37 50 52.     (N)    083 15 31.     (W)     SCALED    
 GY1797* NAVD 88     -       248.039  (meters)     813.77   (feet)  ADJUSTED  
 GY1797  ___________________________________________________________________
 GY1797  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GY1797  DYNAMIC HT  -         247.857 (meters)     813.18  (feet)  COMP
 GY1797  MODELED GRAV-     979,888.7   (mgal)                       NAVD 88
 GY1797
 GY1797  VERT ORDER  -  FIRST     CLASS I
 GY1797
 GY1797.The horizontal coordinates were scaled from a topographic map and have
 GY1797.an estimated accuracy of +/- 6 seconds.
 GY1797
 GY1797.The orthometric height was determined by differential leveling
 GY1797.and adjusted by the National Geodetic Survey in June 1991..
 GY1797
 GY1797.The geoid height was determined by GEOID03.
 GY1797
 GY1797.The dynamic height is computed by dividing the NAVD 88
 GY1797.geopotential number by the normal gravity value computed on the
 GY1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1797.degrees latitude (g = 980.6199 gals.).
 GY1797
 GY1797.The modeled gravity was interpolated from observed gravity values.
 GY1797
 GY1797;                    North         East    Units  Estimated Accuracy
 GY1797;SPC KY1Z     - 1,171,000.    1,719,230.      MT  (+/- 180 meters Scaled)
 GY1797
 GY1797                          SUPERSEDED SURVEY CONTROL
 GY1797
 GY1797  NGVD 29 (??/??/92)  248.197  (m)          814.29   (f) ADJ UNCH    1 1
 GY1797
 GY1797.Superseded values are not recommended for survey control.
 GY1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1797.See file dsdata.txt to determine how the superseded data were derived.
 GY1797
 GY1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB012913(NAD 83)
 GY1797_MARKER: DB = BENCH MARK DISK
 GY1797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1797_SP_SET: BRIDGE
 GY1797_STAMPING: H 369 1967
 GY1797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1797+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GY1797
 GY1797  HISTORY     - Date     Condition        Report By
 GY1797  HISTORY     - 1967     MONUMENTED       CGS
 GY1797  HISTORY     - 19990316 GOOD             KYDT
 GY1797
 GY1797                          STATION DESCRIPTION
 GY1797
 GY1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1797'4.6 MI SE FROM INDEX.
 GY1797'ABOUT 4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 191 FROM THE JUNCTION
 GY1797'OF U.S. HIGHWAY 460 AT INDEX, ABOUT 4.7 MILES NORTH OF THE SCHOOL
 GY1797'AT CANNEL CITY, SET ON THE TOP OF THE SOUTHEAST END OF THE
 GY1797'SOUTHWEST ABUTMENT OF A 75 FOOT BRIDGE OVER CANEY CREEK, 12 FEET
 GY1797'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 GY1797'THE HIGHWAY.
 GY1797
 GY1797                          STATION RECOVERY (1999)
 GY1797
 GY1797'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1822 ***********************************************************************
 GY1822  DESIGNATION -  H 370
 GY1822  PID         -  GY1822
 GY1822  STATE/COUNTY-  KY/WOLFE
 GY1822  USGS QUAD   -  LEE CITY (1965)
 GY1822
 GY1822                         *CURRENT SURVEY CONTROL
 GY1822  ___________________________________________________________________
 GY1822* NAD 83(1986)-  37 41 28.     (N)    083 20 42.     (W)     SCALED    
 GY1822* NAVD 88     -       316.394  (meters)    1038.04   (feet)  ADJUSTED  
 GY1822  ___________________________________________________________________
 GY1822  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GY1822  DYNAMIC HT  -         316.152 (meters)    1037.24  (feet)  COMP
 GY1822  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 GY1822
 GY1822  VERT ORDER  -  FIRST     CLASS I
 GY1822
 GY1822.The horizontal coordinates were scaled from a topographic map and have
 GY1822.an estimated accuracy of +/- 6 seconds.
 GY1822
 GY1822.The orthometric height was determined by differential leveling
 GY1822.and adjusted by the National Geodetic Survey in June 1991..
 GY1822
 GY1822.The geoid height was determined by GEOID03.
 GY1822
 GY1822.The dynamic height is computed by dividing the NAVD 88
 GY1822.geopotential number by the normal gravity value computed on the
 GY1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1822.degrees latitude (g = 980.6199 gals.).
 GY1822
 GY1822.The modeled gravity was interpolated from observed gravity values.
 GY1822
 GY1822;                    North         East    Units  Estimated Accuracy
 GY1822;SPC KY1Z     - 1,153,420.    1,712,080.      MT  (+/- 180 meters Scaled)
 GY1822
 GY1822                          SUPERSEDED SURVEY CONTROL
 GY1822
 GY1822  NGVD 29 (??/??/92)  316.547  (m)         1038.54   (f) ADJ UNCH    1 1
 GY1822
 GY1822.Superseded values are not recommended for survey control.
 GY1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1822.See file dsdata.txt to determine how the superseded data were derived.
 GY1822
 GY1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB932741(NAD 83)
 GY1822_MARKER: DB = BENCH MARK DISK
 GY1822_SETTING: 66 = SET IN ROCK OUTCROP
 GY1822_SP_SET: ROCK LEDGE
 GY1822_STAMPING: H 370 1967
 GY1822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1822+STABILITY: POSITION/ELEVATION WELL
 GY1822
 GY1822  HISTORY     - Date     Condition        Report By
 GY1822  HISTORY     - 1967     MONUMENTED       CGS
 GY1822  HISTORY     - 19960430 MARK NOT FOUND   KYDT
 GY1822
 GY1822                          STATION DESCRIPTION
 GY1822
 GY1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1822'3.4 MI SW FROM LEE CITY.
 GY1822'ABOUT 3.45 MILES SOUTHWEST ALONG STATE HIGHWAY 205 FROM THE JUNCTION
 GY1822'OF A BLACK TOPPED ROAD LEADING SOUTHEAST AT LEE CITY, ABOUT 0.6
 GY1822'MILE NORTHEAST OF THE WOLFE-BREATHITT COUNTY LINE, SET ON THE
 GY1822'TOP OF A ROCK LEDGE WHICH IS 2 1/2 FEET LONG AND 1 FOOT WIDE AND
 GY1822'NEAR THE EAST FACE OF A ROCK CUT WHICH IS ABOUT 90 FEET LONG,
 GY1822'18 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET SOUTH
 GY1822'OF THE CENTER OF THE JUNCTION OF A NARROW DIRT ROAD LEADING TO
 GY1822'THE NORTHWEST, 0.7 FOOT SOUTH OF THE NORTH END OF THE LEDGE AND
 GY1822'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GY1822
 GY1822                          STATION RECOVERY (1996)
 GY1822
 GY1822'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1822'PROBABLY HERE BUT COVERED BY SILTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1776 ***********************************************************************
 GY1776  DESIGNATION -  H 371
 GY1776  PID         -  GY1776
 GY1776  STATE/COUNTY-  KY/MORGAN
 GY1776  USGS QUAD   -  WEST LIBERTY (1993)
 GY1776
 GY1776                         *CURRENT SURVEY CONTROL
 GY1776  ___________________________________________________________________
 GY1776* NAD 83(1986)-  37 55 40.     (N)    083 15 26.     (W)     SCALED    
 GY1776* NAVD 88     -       236.839  (meters)     777.03   (feet)  ADJUSTED  
 GY1776  ___________________________________________________________________
 GY1776  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GY1776  DYNAMIC HT  -         236.667 (meters)     776.47  (feet)  COMP
 GY1776  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 GY1776
 GY1776  VERT ORDER  -  FIRST     CLASS I
 GY1776
 GY1776.The horizontal coordinates were scaled from a topographic map and have
 GY1776.an estimated accuracy of +/- 6 seconds.
 GY1776
 GY1776.The orthometric height was determined by differential leveling
 GY1776.and adjusted by the National Geodetic Survey in June 1991..
 GY1776
 GY1776.The geoid height was determined by GEOID03.
 GY1776
 GY1776.The dynamic height is computed by dividing the NAVD 88
 GY1776.geopotential number by the normal gravity value computed on the
 GY1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1776.degrees latitude (g = 980.6199 gals.).
 GY1776
 GY1776.The modeled gravity was interpolated from observed gravity values.
 GY1776
 GY1776;                    North         East    Units  Estimated Accuracy
 GY1776;SPC KY1Z     - 1,179,880.    1,719,120.      MT  (+/- 180 meters Scaled)
 GY1776
 GY1776                          SUPERSEDED SURVEY CONTROL
 GY1776
 GY1776  NGVD 29 (??/??/92)  237.000  (m)          777.56   (f) ADJ UNCH    1 1
 GY1776
 GY1776.Superseded values are not recommended for survey control.
 GY1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1776.See file dsdata.txt to determine how the superseded data were derived.
 GY1776
 GY1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC016002(NAD 83)
 GY1776_MARKER: DB = BENCH MARK DISK
 GY1776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1776_SP_SET: CATCH BASIN
 GY1776_STAMPING: H 371 1967
 GY1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1776
 GY1776  HISTORY     - Date     Condition        Report By
 GY1776  HISTORY     - 1967     MONUMENTED       CGS
 GY1776  HISTORY     - 19990316 MARK NOT FOUND   KYDT
 GY1776
 GY1776                          STATION DESCRIPTION
 GY1776
 GY1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1776'AT WEST LIBERTY.
 GY1776'AT WEST LIBERTY, ABOUT 0.55 MILE NORTH ALONG STATE HIGHWAY 7
 GY1776'FROM THE COURTHOUSE, ALONG THE WEST EDGE OF THE BLACK TOPPED
 GY1776'PARKING AREA, NEAR THE TOWN AND COUNTRY BOWL, SET ON THE TOP
 GY1776'OF THE NORTHEAST CORNER OF A 3-FOOT HIGH CONCRETE RETAINING WALL
 GY1776'AROUND A 4 FOOT SQUARE CONCRETE CATCH BASIN, 80.4 FEET NORTHWEST
 GY1776'OF THE SOUTHWEST CORNER OF THE BUILDING, 21 1/2 FEET EAST OF THE
 GY1776'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE PARKING AREA AND
 GY1776'2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GY1776
 GY1776                          STATION RECOVERY (1999)
 GY1776
 GY1776'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1776'THE RETAINING WALL NO LONGER AT LOCATION, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0860 ***********************************************************************
 HY0860  DESIGNATION -  H 372
 HY0860  PID         -  HY0860
 HY0860  STATE/COUNTY-  KY/GREENUP
 HY0860  USGS QUAD   -  ARGILLITE (1978)
 HY0860
 HY0860                         *CURRENT SURVEY CONTROL
 HY0860  ___________________________________________________________________
 HY0860* NAD 83(1986)-  38 27 59.     (N)    082 50 08.     (W)     SCALED    
 HY0860* NAVD 88     -       179.393  (meters)     588.56   (feet)  ADJUSTED  
 HY0860  ___________________________________________________________________
 HY0860  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HY0860  DYNAMIC HT  -         179.277 (meters)     588.18  (feet)  COMP
 HY0860  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 HY0860
 HY0860  VERT ORDER  -  FIRST     CLASS I
 HY0860
 HY0860.The horizontal coordinates were scaled from a topographic map and have
 HY0860.an estimated accuracy of +/- 6 seconds.
 HY0860
 HY0860.The orthometric height was determined by differential leveling
 HY0860.and adjusted by the National Geodetic Survey in June 1991..
 HY0860
 HY0860.The geoid height was determined by GEOID03.
 HY0860
 HY0860.The dynamic height is computed by dividing the NAVD 88
 HY0860.geopotential number by the normal gravity value computed on the
 HY0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0860.degrees latitude (g = 980.6199 gals.).
 HY0860
 HY0860.The modeled gravity was interpolated from observed gravity values.
 HY0860
 HY0860;                    North         East    Units  Estimated Accuracy
 HY0860;SPC KY1Z     - 1,240,710.    1,754,300.      MT  (+/- 180 meters Scaled)
 HY0860
 HY0860                          SUPERSEDED SURVEY CONTROL
 HY0860
 HY0860  NGVD 29 (??/??/92)  179.585  (m)          589.19   (f) ADJ UNCH    1 1
 HY0860
 HY0860.Superseded values are not recommended for survey control.
 HY0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0860.See file dsdata.txt to determine how the superseded data were derived.
 HY0860
 HY0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC398591(NAD 83)
 HY0860_MARKER: DB = BENCH MARK DISK
 HY0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0860_STAMPING: H 372 1967
 HY0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0860+STABILITY: SURFACE MOTION
 HY0860
 HY0860  HISTORY     - Date     Condition        Report By
 HY0860  HISTORY     - 1967     MONUMENTED       CGS
 HY0860  HISTORY     - 20011107 MARK NOT FOUND   KYDT
 HY0860
 HY0860                          STATION DESCRIPTION
 HY0860
 HY0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0860'2 MI S FROM ARGILLITE.
 HY0860'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 207 FROM THE JUNCTION
 HY0860'OF STATE HIGHWAY 1 AT ARGILLITE, ABOUT 0.4 MILE NORTHEAST OF THE
 HY0860'JUNCTION OF A GRAVELED ROAD LEADING SOUTHEAST, 160 FEET
 HY0860'SOUTHWEST OF THE SOUTH CORNER OF A ONE-STORY WOODEN FRAME HOUSE,
 HY0860'39 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET NORTH
 HY0860'OF THE CENTER OF A 24-INCH SYCAMORE TREE, 2 FEET SOUTH OF A METAL
 HY0860'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET
 HY0860'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 HY0860'LEVEL OF THE GROUND.
 HY0860
 HY0860                          STATION RECOVERY (2001)
 HY0860
 HY0860'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY0860'A DRIVE SOUTHWEST AND UPHILL HAS BEEN CUT IN AT LOCATION, MARK
 HY0860'POSSIBLY HERE BUT BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0881 ***********************************************************************
 HY0881  DESIGNATION -  H 373
 HY0881  PID         -  HY0881
 HY0881  STATE/COUNTY-  KY/CARTER
 HY0881  USGS QUAD   -  GRAYSON (1978)
 HY0881
 HY0881                         *CURRENT SURVEY CONTROL
 HY0881  ___________________________________________________________________
 HY0881* NAD 83(1986)-  38 20 21.     (N)    082 56 55.     (W)     SCALED    
 HY0881* NAVD 88     -       187.232  (meters)     614.28   (feet)  ADJUSTED  
 HY0881  ___________________________________________________________________
 HY0881  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HY0881  DYNAMIC HT  -         187.108 (meters)     613.87  (feet)  COMP
 HY0881  MODELED GRAV-     979,965.0   (mgal)                       NAVD 88
 HY0881
 HY0881  VERT ORDER  -  FIRST     CLASS I
 HY0881
 HY0881.The horizontal coordinates were scaled from a topographic map and have
 HY0881.an estimated accuracy of +/- 6 seconds.
 HY0881
 HY0881.The orthometric height was determined by differential leveling
 HY0881.and adjusted by the National Geodetic Survey in June 1991..
 HY0881
 HY0881.The geoid height was determined by GEOID03.
 HY0881
 HY0881.The dynamic height is computed by dividing the NAVD 88
 HY0881.geopotential number by the normal gravity value computed on the
 HY0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0881.degrees latitude (g = 980.6199 gals.).
 HY0881
 HY0881.The modeled gravity was interpolated from observed gravity values.
 HY0881
 HY0881;                    North         East    Units  Estimated Accuracy
 HY0881;SPC KY1Z     - 1,226,290.    1,744,860.      MT  (+/- 180 meters Scaled)
 HY0881
 HY0881                          SUPERSEDED SURVEY CONTROL
 HY0881
 HY0881  NGVD 29 (??/??/92)  187.412  (m)          614.87   (f) ADJ UNCH    1 1
 HY0881
 HY0881.Superseded values are not recommended for survey control.
 HY0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0881.See file dsdata.txt to determine how the superseded data were derived.
 HY0881
 HY0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC297452(NAD 83)
 HY0881_MARKER: DB = BENCH MARK DISK
 HY0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0881_SP_SET: CULVERT
 HY0881_STAMPING: H 373 1967
 HY0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0881
 HY0881  HISTORY     - Date     Condition        Report By
 HY0881  HISTORY     - 1967     MONUMENTED       CGS
 HY0881  HISTORY     - 1969     GOOD             NGS
 HY0881
 HY0881                          STATION DESCRIPTION
 HY0881
 HY0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0881'AT GRAYSON.
 HY0881'AT GRAYSON, ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAYS 1 AND 7
 HY0881'FROM THE JUNCTION OF U.S. HIGHWAY 60, AT THE NORTH CITY LIMITS
 HY0881'OF GRAYSON, ALONG THE WEST SIDE OF THE KENTUCKY CHRISTIAN COLLEGE,
 HY0881'NEAR THE JUNCTION OF THE NORTH ONE OF TWO DRIVES LEADING WEST
 HY0881'INTO MEMORIAL PARK, SET ON THE TOP OF THE SOUTHWEST END OF THE
 HY0881'SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE
 HY0881'HIGHWAY, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND
 HY0881'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 HY0881
 HY0881                          STATION RECOVERY (1969)
 HY0881
 HY0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HY0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1626 ***********************************************************************
 HY1626  DESIGNATION -  H 374
 HY1626  PID         -  HY1626
 HY1626  STATE/COUNTY-  KY/ROWAN
 HY1626  USGS QUAD   -  BANGOR (1983)
 HY1626
 HY1626                         *CURRENT SURVEY CONTROL
 HY1626  ___________________________________________________________________
 HY1626* NAD 83(1986)-  38 06 27.     (N)    083 24 39.     (W)     SCALED    
 HY1626* NAVD 88     -       269.565  (meters)     884.40   (feet)  ADJUSTED  
 HY1626  ___________________________________________________________________
 HY1626  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HY1626  DYNAMIC HT  -         269.373 (meters)     883.77  (feet)  COMP
 HY1626  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 HY1626
 HY1626  VERT ORDER  -  FIRST     CLASS I
 HY1626
 HY1626.The horizontal coordinates were scaled from a topographic map and have
 HY1626.an estimated accuracy of +/- 6 seconds.
 HY1626
 HY1626.The orthometric height was determined by differential leveling
 HY1626.and adjusted by the National Geodetic Survey in June 1991..
 HY1626
 HY1626.The geoid height was determined by GEOID03.
 HY1626
 HY1626.The dynamic height is computed by dividing the NAVD 88
 HY1626.geopotential number by the normal gravity value computed on the
 HY1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1626.degrees latitude (g = 980.6199 gals.).
 HY1626
 HY1626.The modeled gravity was interpolated from observed gravity values.
 HY1626
 HY1626;                    North         East    Units  Estimated Accuracy
 HY1626;SPC KY1Z     - 1,199,470.    1,705,120.      MT  (+/- 180 meters Scaled)
 HY1626
 HY1626                          SUPERSEDED SURVEY CONTROL
 HY1626
 HY1626  NGVD 29 (??/??/92)  269.733  (m)          884.95   (f) ADJ UNCH    1 1
 HY1626
 HY1626.Superseded values are not recommended for survey control.
 HY1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1626.See file dsdata.txt to determine how the superseded data were derived.
 HY1626
 HY1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC886204(NAD 83)
 HY1626_MARKER: DB = BENCH MARK DISK
 HY1626_SETTING: 66 = SET IN ROCK OUTCROP
 HY1626_SP_SET: ROCK CUT
 HY1626_STAMPING: H 374 1967
 HY1626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1626+STABILITY: POSITION/ELEVATION WELL
 HY1626
 HY1626  HISTORY     - Date     Condition        Report By
 HY1626  HISTORY     - 1967     MONUMENTED       CGS
 HY1626  HISTORY     - 19970826 MARK NOT FOUND   KYDT
 HY1626
 HY1626                          STATION DESCRIPTION
 HY1626
 HY1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1626'4.7 MI SE FROM CLEARFIELD.
 HY1626'ABOUT 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 519 FROM THE
 HY1626'POST OFFICE AT CLEARFIELD, AT THE INSIDE OF A CURVE, SET
 HY1626'VERTICALLY IN THE EAST FACE OF A ROCK CUT WHICH IS 225 YARDS
 HY1626'LONG AND 20 FEET HIGH, 19 FEET WEST OF THE CENTER LINE OF THE
 HY1626'HIGHWAY, 215 FEET NORTH OF THE SOUTH END OF THE CUT, 3 FEET ABOVE
 HY1626'THE LEVEL OF THE GROUND AND 1 1/2 FEET ABOVE THE LEVEL OF THE
 HY1626'HIGHWAY.
 HY1626
 HY1626                          STATION RECOVERY (1997)
 HY1626
 HY1626'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY1626'BELIEVE THIS MARK TORN OUT BY PREVIOUS ROAD WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1602 ***********************************************************************
 HY1602  DESIGNATION -  H 375
 HY1602  PID         -  HY1602
 HY1602  STATE/COUNTY-  KY/ROWAN
 HY1602  USGS QUAD   -  HALDEMAN (1977)
 HY1602
 HY1602                         *CURRENT SURVEY CONTROL
 HY1602  ___________________________________________________________________
 HY1602* NAD 83(1986)-  38 14 18.     (N)    083 21 19.     (W)     SCALED    
 HY1602* NAVD 88     -       258.995  (meters)     849.72   (feet)  ADJUSTED  
 HY1602  ___________________________________________________________________
 HY1602  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1602  DYNAMIC HT  -         258.815 (meters)     849.13  (feet)  COMP
 HY1602  MODELED GRAV-     979,927.0   (mgal)                       NAVD 88
 HY1602
 HY1602  VERT ORDER  -  FIRST     CLASS I
 HY1602
 HY1602.The horizontal coordinates were scaled from a topographic map and have
 HY1602.an estimated accuracy of +/- 6 seconds.
 HY1602
 HY1602.The orthometric height was determined by differential leveling
 HY1602.and adjusted by the National Geodetic Survey in June 1991..
 HY1602
 HY1602.The geoid height was determined by GEOID03.
 HY1602
 HY1602.The dynamic height is computed by dividing the NAVD 88
 HY1602.geopotential number by the normal gravity value computed on the
 HY1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1602.degrees latitude (g = 980.6199 gals.).
 HY1602
 HY1602.The modeled gravity was interpolated from observed gravity values.
 HY1602
 HY1602;                    North         East    Units  Estimated Accuracy
 HY1602;SPC KY1Z     - 1,214,110.    1,709,610.      MT  (+/- 180 meters Scaled)
 HY1602
 HY1602                          SUPERSEDED SURVEY CONTROL
 HY1602
 HY1602  NGVD 29 (??/??/92)  259.167  (m)          850.28   (f) ADJ UNCH    1 1
 HY1602
 HY1602.Superseded values are not recommended for survey control.
 HY1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1602.See file dsdata.txt to determine how the superseded data were derived.
 HY1602
 HY1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC938348(NAD 83)
 HY1602_MARKER: DB = BENCH MARK DISK
 HY1602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1602_SP_SET: CULVERT
 HY1602_STAMPING: H 375 1967
 HY1602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1602
 HY1602  HISTORY     - Date     Condition        Report By
 HY1602  HISTORY     - 1967     MONUMENTED       CGS
 HY1602  HISTORY     - 1979     GOOD             LOCENG
 HY1602  HISTORY     - 20011211 MARK NOT FOUND   KYDT
 HY1602
 HY1602                          STATION DESCRIPTION
 HY1602
 HY1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1602'5.8 MI NE FROM MOREHEAD.
 HY1602'ABOUT 5.8 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1602'FROM THE STATION AT MOREHEAD, ABOUT 0.2 MILE NORTHEAST OF
 HY1602'MILEPOST 572, SET ON THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 HY1602'CONCRETE HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE
 HY1602'TRACK, 12 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.2 FEET NORTHEAST
 HY1602'OF THE SOUTHWEST END OF THE HEAD WALL AND 2 1/2 FEET BELOW THE
 HY1602'LEVEL OF THE TRACK.
 HY1602
 HY1602                          STATION RECOVERY (1979)
 HY1602
 HY1602'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1602'RECOVERED IN GOOD CONDITION.
 HY1602
 HY1602                          STATION RECOVERY (2001)
 HY1602
 HY1602'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY1602'RAILROAD NOW ABANDONED, TRACKS TAKEN UP, NO SIGN OF A CULVERT AT THIS
 HY1602'LOCATION, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1753 ***********************************************************************
 HY1753  DESIGNATION -  H 38
 HY1753  PID         -  HY1753
 HY1753  STATE/COUNTY-  KY/FLEMING
 HY1753  USGS QUAD   -  PLUMMERS LANDING (1979)
 HY1753
 HY1753                         *CURRENT SURVEY CONTROL
 HY1753  ___________________________________________________________________
 HY1753* NAD 83(1986)-  38 16 57.     (N)    083 33 55.     (W)     SCALED    
 HY1753* NAVD 88     -       204.834  (meters)     672.03   (feet)  ADJUSTED  
 HY1753  ___________________________________________________________________
 HY1753  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HY1753  DYNAMIC HT  -         204.696 (meters)     671.57  (feet)  COMP
 HY1753  MODELED GRAV-     979,949.1   (mgal)                       NAVD 88
 HY1753
 HY1753  VERT ORDER  -  SECOND    CLASS 0
 HY1753
 HY1753.The horizontal coordinates were scaled from a topographic map and have
 HY1753.an estimated accuracy of +/- 6 seconds.
 HY1753
 HY1753.The orthometric height was determined by differential leveling
 HY1753.and adjusted by the National Geodetic Survey in June 1991..
 HY1753
 HY1753.The geoid height was determined by GEOID03.
 HY1753
 HY1753.The dynamic height is computed by dividing the NAVD 88
 HY1753.geopotential number by the normal gravity value computed on the
 HY1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1753.degrees latitude (g = 980.6199 gals.).
 HY1753
 HY1753.The modeled gravity was interpolated from observed gravity values.
 HY1753
 HY1753;                    North         East    Units  Estimated Accuracy
 HY1753;SPC KY1Z     - 1,218,560.    1,691,120.      MT  (+/- 180 meters Scaled)
 HY1753
 HY1753                          SUPERSEDED SURVEY CONTROL
 HY1753
 HY1753  NGVD 29 (??/??/92)  205.011  (m)          672.61   (f) ADJ UNCH    2 0
 HY1753
 HY1753.Superseded values are not recommended for survey control.
 HY1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1753.See file dsdata.txt to determine how the superseded data were derived.
 HY1753
 HY1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC756402(NAD 83)
 HY1753_MARKER: DB = BENCH MARK DISK
 HY1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1753_STAMPING: H 38 1935 672.607
 HY1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1753+STABILITY: SURFACE MOTION
 HY1753
 HY1753  HISTORY     - Date     Condition        Report By
 HY1753  HISTORY     - 1935     MONUMENTED       CGS
 HY1753  HISTORY     - 1955     GOOD             NGS
 HY1753  HISTORY     - 20030903 MARK NOT FOUND   KYDT
 HY1753
 HY1753                          STATION DESCRIPTION
 HY1753
 HY1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1753'11.4 MI NW FROM MOREHEAD.
 HY1753'11.35 MILES NORTHWEST FROM THE JUNCTION OF STATE HIGHWAY 32
 HY1753'AND U.S. HIGHWAY 60 IN MOREHEAD, 0.4 MILE NORTHWEST OF THE
 HY1753'FLEMING COUNTY HOME, 65.0 FEET SOUTHEAST OF THE ENTRANCE TO THE
 HY1753'COPPER HOME, 31.6 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY,
 HY1753'9.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF BARN, IN THE
 HY1753'SOUTHEAST CORNER OF GARDEN 4 FEET SOUTHWEST OF WIRE FENCE,
 HY1753'ABOUT 1 FOOT LOWER THAN HIGHWAY.
 HY1753
 HY1753                          STATION RECOVERY (2003)
 HY1753
 HY1753'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HY1753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0908 ***********************************************************************
 GY0908  DESIGNATION -  H 380
 GY0908  PID         -  GY0908
 GY0908  STATE/COUNTY-  KY/LETCHER
 GY0908  USGS QUAD   -  JENKINS WEST (1992)
 GY0908
 GY0908                         *CURRENT SURVEY CONTROL
 GY0908  ___________________________________________________________________
 GY0908* NAD 83(1986)-  37 11 11.     (N)    082 38 46.     (W)     SCALED    
 GY0908* NAVD 88     -       481.835  (meters)    1580.82   (feet)  ADJUSTED  
 GY0908  ___________________________________________________________________
 GY0908  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GY0908  DYNAMIC HT  -         481.426 (meters)    1579.48  (feet)  COMP
 GY0908  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 GY0908
 GY0908  VERT ORDER  -  FIRST     CLASS I
 GY0908
 GY0908.The horizontal coordinates were scaled from a topographic map and have
 GY0908.an estimated accuracy of +/- 6 seconds.
 GY0908
 GY0908.The orthometric height was determined by differential leveling
 GY0908.and adjusted by the National Geodetic Survey in June 1991..
 GY0908
 GY0908.The geoid height was determined by GEOID03.
 GY0908
 GY0908.The dynamic height is computed by dividing the NAVD 88
 GY0908.geopotential number by the normal gravity value computed on the
 GY0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0908.degrees latitude (g = 980.6199 gals.).
 GY0908
 GY0908.The modeled gravity was interpolated from observed gravity values.
 GY0908
 GY0908;                    North         East    Units  Estimated Accuracy
 GY0908;SPC KY1Z     - 1,099,260.    1,775,550.      MT  (+/- 180 meters Scaled)
 GY0908
 GY0908                          SUPERSEDED SURVEY CONTROL
 GY0908
 GY0908  NGVD 29 (??/??/92)  481.978  (m)         1581.29   (f) ADJ UNCH    1 1
 GY0908
 GY0908.Superseded values are not recommended for survey control.
 GY0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0908.See file dsdata.txt to determine how the superseded data were derived.
 GY0908
 GY0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB538168(NAD 83)
 GY0908_MARKER: DB = BENCH MARK DISK
 GY0908_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY0908_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GY0908_STAMPING: H 380 1967
 GY0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0908
 GY0908  HISTORY     - Date     Condition        Report By
 GY0908  HISTORY     - 1967     MONUMENTED       CGS
 GY0908
 GY0908                          STATION DESCRIPTION
 GY0908
 GY0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY0908'1.5 MI NW FROM JENKINS.
 GY0908'ABOUT 1.5 MILES NORTHWEST ALONG U.S. HIGHWAY 119 FROM THE POST
 GY0908'OFFICE AT JENKINS, NEAR THE FOOT OF A STEEP HILL, 122 FEET
 GY0908'NORTHEAST OF THE CENTER OF THE CROSSING OF THE HIGHWAY AND THE
 GY0908'CHESAPEAKE AND OHIO RAILWAY COMPANY RAILROAD, 83 FEET NORTH OF
 GY0908'THE CENTERLINE OF THE HIGHWAY, 119 FEET NORTHEAST OF THE NORTHEAST
 GY0908'RAIL OF THE CHESAPEAKE AND OHIO RAILWAY COMPANY RAILROAD TRACK,
 GY0908'113 FEET NORTH AND ACROSS THE HIGHWAY FROM A POWER POLE, 43 FEET
 GY0908'NORTHWEST OF A TELEPHONE POLE, 35 FEET NORTHEAST OF THE CENTERLINE
 GY0908'OF PINE LANE, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 GY0908'5 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 GY0908'3-INCH IRON PIPE WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2004 ***********************************************************************
 GY2004  DESIGNATION -  H 381
 GY2004  PID         -  GY2004
 GY2004  STATE/COUNTY-  KY/PERRY
 GY2004  USGS QUAD   -  VICCO (1992)
 GY2004
 GY2004                         *CURRENT SURVEY CONTROL
 GY2004  ___________________________________________________________________
 GY2004* NAD 83(1986)-  37 10 45.     (N)    083 06 01.     (W)     SCALED    
 GY2004* NAVD 88     -       283.002  (meters)     928.48   (feet)  ADJUSTED  
 GY2004  ___________________________________________________________________
 GY2004  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GY2004  DYNAMIC HT  -         282.772 (meters)     927.73  (feet)  COMP
 GY2004  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 GY2004
 GY2004  VERT ORDER  -  FIRST     CLASS I
 GY2004
 GY2004.The horizontal coordinates were scaled from a topographic map and have
 GY2004.an estimated accuracy of +/- 6 seconds.
 GY2004
 GY2004.The orthometric height was determined by differential leveling
 GY2004.and adjusted by the National Geodetic Survey in June 1991..
 GY2004
 GY2004.The geoid height was determined by GEOID03.
 GY2004
 GY2004.The dynamic height is computed by dividing the NAVD 88
 GY2004.geopotential number by the normal gravity value computed on the
 GY2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2004.degrees latitude (g = 980.6199 gals.).
 GY2004
 GY2004.The modeled gravity was interpolated from observed gravity values.
 GY2004
 GY2004;                    North         East    Units  Estimated Accuracy
 GY2004;SPC KY1Z     - 1,097,220.    1,735,270.      MT  (+/- 180 meters Scaled)
 GY2004
 GY2004                          SUPERSEDED SURVEY CONTROL
 GY2004
 GY2004  NGVD 29 (??/??/92)  283.156  (m)          928.99   (f) ADJ UNCH    1 1
 GY2004
 GY2004.Superseded values are not recommended for survey control.
 GY2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2004.See file dsdata.txt to determine how the superseded data were derived.
 GY2004
 GY2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB135168(NAD 83)
 GY2004_MARKER: DB = BENCH MARK DISK
 GY2004_SETTING: 66 = SET IN ROCK OUTCROP
 GY2004_SP_SET: ROCK OUTCROP
 GY2004_STAMPING: H 381 1967
 GY2004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2004+STABILITY: POSITION/ELEVATION WELL
 GY2004
 GY2004  HISTORY     - Date     Condition        Report By
 GY2004  HISTORY     - 1967     MONUMENTED       CGS
 GY2004
 GY2004                          STATION DESCRIPTION
 GY2004
 GY2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY2004'12.9 MI SE FROM HAZARD.
 GY2004'ABOUT 12.9 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY2004'RAILROAD FROM THE STATION AT HAZARD, 9 POLES EAST OF MILEPOST
 GY2004'255, 34 FEET NORTH OF THE NORTH RAIL OF THE TRACK, SET IN THE TOP
 GY2004'OF THE SOUTH EDGE OF A ROCK OUTCROP WHICH EXTENDS FROM THE FOOT
 GY2004'OF A STEEP BANK, 111 FEET NORTHEAST AND ACROSS THE TRACK AND A
 GY2004'DIRT ROAD FROM TELEPHONE POLE NUMBER 4280, 19 FEET NORTH OF THE
 GY2004'CENTERLINE OF THE DIRT ROAD, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF
 GY2004'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2015 ***********************************************************************
 GY2015  DESIGNATION -  H 382
 GY2015  PID         -  GY2015
 GY2015  STATE/COUNTY-  KY/PERRY
 GY2015  USGS QUAD   -  VICCO (1992)
 GY2015
 GY2015                         *CURRENT SURVEY CONTROL
 GY2015  ___________________________________________________________________
 GY2015* NAD 83(1986)-  37 07 48.     (N)    083 04 11.     (W)     SCALED    
 GY2015* NAVD 88     -       292.764  (meters)     960.51   (feet)  ADJUSTED  
 GY2015  ___________________________________________________________________
 GY2015  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GY2015  DYNAMIC HT  -         292.524 (meters)     959.72  (feet)  COMP
 GY2015  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 GY2015
 GY2015  VERT ORDER  -  FIRST     CLASS I
 GY2015
 GY2015.The horizontal coordinates were scaled from a topographic map and have
 GY2015.an estimated accuracy of +/- 6 seconds.
 GY2015
 GY2015.The orthometric height was determined by differential leveling
 GY2015.and adjusted by the National Geodetic Survey in June 1991..
 GY2015
 GY2015.The geoid height was determined by GEOID03.
 GY2015
 GY2015.The dynamic height is computed by dividing the NAVD 88
 GY2015.geopotential number by the normal gravity value computed on the
 GY2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2015.degrees latitude (g = 980.6199 gals.).
 GY2015
 GY2015.The modeled gravity was interpolated from observed gravity values.
 GY2015
 GY2015;                    North         East    Units  Estimated Accuracy
 GY2015;SPC KY1Z     - 1,091,840.    1,738,130.      MT  (+/- 180 meters Scaled)
 GY2015
 GY2015                          SUPERSEDED SURVEY CONTROL
 GY2015
 GY2015  NGVD 29 (??/??/92)  292.911  (m)          960.99   (f) ADJ UNCH    1 1
 GY2015
 GY2015.Superseded values are not recommended for survey control.
 GY2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2015.See file dsdata.txt to determine how the superseded data were derived.
 GY2015
 GY2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB161112(NAD 83)
 GY2015_MARKER: DB = BENCH MARK DISK
 GY2015_SETTING: 66 = SET IN ROCK OUTCROP
 GY2015_SP_SET: ROCK OUTCROP
 GY2015_STAMPING: H 382 1967
 GY2015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2015+STABILITY: POSITION/ELEVATION WELL
 GY2015
 GY2015  HISTORY     - Date     Condition        Report By
 GY2015  HISTORY     - 1967     MONUMENTED       CGS
 GY2015
 GY2015                          STATION DESCRIPTION
 GY2015
 GY2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY2015'19 MI SE FROM HAZARD.
 GY2015'ABOUT 18.95 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY2015'RAILROAD FROM THE STATION AT HAZARD, 0.25 MILE SOUTHEAST OF
 GY2015'MILEPOST 261, 5 POLES SOUTHEAST OF A FOOTBRIDGE OVER THE NORTH
 GY2015'FORK KENTUCKY RIVER, ON THE INSIDE OF A CURVE IN THE RAILROAD
 GY2015'TRACK, 12 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 GY2015'SET IN THE TOP OF A 3-FOOT FLAT AREA ON THE TOP OF A SLOPING ROCK
 GY2015'OUTCROP, 54 1/2 FEET EAST AND ACROSS THE TRACK FROM TELEPHONE POLE
 GY2015'NUMBER 4479, ABOUT 4 1/2 FEET ABOVE THE BOTTOM OF A DITCH, AND
 GY2015'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0054 ***********************************************************************
 GB0054  DESIGNATION -  H 386
 GB0054  PID         -  GB0054
 GB0054  STATE/COUNTY-  KY/MCCREARY
 GB0054  USGS QUAD   -  WIBORG (1981)
 GB0054
 GB0054                         *CURRENT SURVEY CONTROL
 GB0054  ___________________________________________________________________
 GB0054* NAD 83(1986)-  36 50 05.     (N)    084 29 02.     (W)     SCALED    
 GB0054* NAVD 88     -       388.932  (meters)    1276.02   (feet)  ADJUSTED  
 GB0054  ___________________________________________________________________
 GB0054  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GB0054  DYNAMIC HT  -         388.625 (meters)    1275.01  (feet)  COMP
 GB0054  MODELED GRAV-     979,830.6   (mgal)                       NAVD 88
 GB0054
 GB0054  VERT ORDER  -  FIRST     CLASS I
 GB0054
 GB0054.The horizontal coordinates were scaled from a topographic map and have
 GB0054.an estimated accuracy of +/- 6 seconds.
 GB0054
 GB0054.The orthometric height was determined by differential leveling
 GB0054.and adjusted by the National Geodetic Survey in June 1991..
 GB0054
 GB0054.The geoid height was determined by GEOID03.
 GB0054
 GB0054.The dynamic height is computed by dividing the NAVD 88
 GB0054.geopotential number by the normal gravity value computed on the
 GB0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0054.degrees latitude (g = 980.6199 gals.).
 GB0054
 GB0054.The modeled gravity was interpolated from observed gravity values.
 GB0054
 GB0054;                    North         East    Units  Estimated Accuracy
 GB0054;SPC KY1Z     - 1,056,410.    1,612,950.      MT  (+/- 180 meters Scaled)
 GB0054
 GB0054                          SUPERSEDED SURVEY CONTROL
 GB0054
 GB0054  NGVD 29 (??/??/92)  389.081  (m)         1276.51   (f) ADJ UNCH    1 1
 GB0054
 GB0054.Superseded values are not recommended for survey control.
 GB0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0054.See file dsdata.txt to determine how the superseded data were derived.
 GB0054
 GB0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF243794(NAD 83)
 GB0054_MARKER: DB = BENCH MARK DISK
 GB0054_SETTING: 80 = SET IN A BOULDER
 GB0054_SP_SET: BOULDER
 GB0054_STAMPING: H 386 1968
 GB0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0054+STABILITY: SURFACE MOTION
 GB0054
 GB0054  HISTORY     - Date     Condition        Report By
 GB0054  HISTORY     - 1968     MONUMENTED       CGS
 GB0054
 GB0054                          STATION DESCRIPTION
 GB0054
 GB0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0054'0.6 MI S FROM PARKERS LAKE.
 GB0054'ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0054'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, 245 FEET NORTH OF A
 GB0054'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 927, SET IN THE TOP OF
 GB0054'A GRANITE BOULDER LOCATED IN THE EAST BANK OF A LARGE FILL FOR
 GB0054'THE HIGHWAY, 58 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 33
 GB0054'FEET EAST OF A METAL GUARD RAIL, 1.6 FEET SOUTHWEST OF A METAL
 GB0054'WITNESS POST, AND ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1444 ***********************************************************************
 GZ1444  DESIGNATION -  H 387
 GZ1444  PID         -  GZ1444
 GZ1444  STATE/COUNTY-  KY/RUSSELL
 GZ1444  USGS QUAD   -  RUSSELL SPRINGS (1973)
 GZ1444
 GZ1444                         *CURRENT SURVEY CONTROL
 GZ1444  ___________________________________________________________________
 GZ1444* NAD 83(1986)-  37 04 02.     (N)    085 04 05.     (W)     SCALED    
 GZ1444* NAVD 88     -       324.149  (meters)    1063.48   (feet)  ADJUSTED  
 GZ1444  ___________________________________________________________________
 GZ1444  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GZ1444  DYNAMIC HT  -         323.882 (meters)    1062.60  (feet)  COMP
 GZ1444  MODELED GRAV-     979,799.6   (mgal)                       NAVD 88
 GZ1444
 GZ1444  VERT ORDER  -  FIRST     CLASS I
 GZ1444
 GZ1444.The horizontal coordinates were scaled from a topographic map and have
 GZ1444.an estimated accuracy of +/- 6 seconds.
 GZ1444
 GZ1444.The orthometric height was determined by differential leveling
 GZ1444.and adjusted by the National Geodetic Survey in June 1991..
 GZ1444
 GZ1444.The geoid height was determined by GEOID03.
 GZ1444
 GZ1444.The dynamic height is computed by dividing the NAVD 88
 GZ1444.geopotential number by the normal gravity value computed on the
 GZ1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1444.degrees latitude (g = 980.6199 gals.).
 GZ1444
 GZ1444.The modeled gravity was interpolated from observed gravity values.
 GZ1444
 GZ1444;                    North         East    Units  Estimated Accuracy
 GZ1444;SPC KY1Z     - 1,081,670.    1,560,650.      MT  (+/- 180 meters Scaled)
 GZ1444
 GZ1444                          SUPERSEDED SURVEY CONTROL
 GZ1444
 GZ1444  NGVD 29 (??/??/92)  324.293  (m)         1063.95   (f) ADJ UNCH    1 1
 GZ1444
 GZ1444.Superseded values are not recommended for survey control.
 GZ1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1444.See file dsdata.txt to determine how the superseded data were derived.
 GZ1444
 GZ1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG717040(NAD 83)
 GZ1444_MARKER: DB = BENCH MARK DISK
 GZ1444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1444_SP_SET: CULVERT
 GZ1444_STAMPING: H 387 1968
 GZ1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1444
 GZ1444  HISTORY     - Date     Condition        Report By
 GZ1444  HISTORY     - 1968     MONUMENTED       CGS
 GZ1444
 GZ1444                          STATION DESCRIPTION
 GZ1444
 GZ1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1444'1 MI NE FROM RUSSELL SPRINGS.
 GZ1444'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 80 FROM THE RUSSELL
 GZ1444'SPRINGS ELEMENTARY SCHOOL AT RUSSELL SPRINGS, 66 FEET WEST OF THE
 GZ1444'CENTER OF A JUNCTION OF THE HIGHWAY AND A PAVED ROAD, 16 FEET
 GZ1444'NORTH OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE
 GZ1444'WEST END OF THE NORTH CONCRETE HEADWALL OF A 30-INCH TUBULAR
 GZ1444'CULVERT UNDER THE HIGHWAY, 14 FEET SOUTH OF A TELEPHONE POLE WHICH
 GZ1444'IS BRACED BY A GUY WIRE, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GZ1444'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1906 ***********************************************************************
 GZ1906  DESIGNATION -  H 388
 GZ1906  PID         -  GZ1906
 GZ1906  STATE/COUNTY-  KY/BARREN
 GZ1906  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ1906
 GZ1906                         *CURRENT SURVEY CONTROL
 GZ1906  ___________________________________________________________________
 GZ1906* NAD 83(1986)-  37 00 23.     (N)    085 54 46.     (W)     SCALED    
 GZ1906* NAVD 88     -       232.478  (meters)     762.72   (feet)  ADJUSTED  
 GZ1906  ___________________________________________________________________
 GZ1906  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GZ1906  DYNAMIC HT  -         232.292 (meters)     762.11  (feet)  COMP
 GZ1906  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GZ1906
 GZ1906  VERT ORDER  -  FIRST     CLASS I
 GZ1906
 GZ1906.The horizontal coordinates were scaled from a topographic map and have
 GZ1906.an estimated accuracy of +/- 6 seconds.
 GZ1906
 GZ1906.The orthometric height was determined by differential leveling
 GZ1906.and adjusted by the National Geodetic Survey in June 1991..
 GZ1906
 GZ1906.The geoid height was determined by GEOID03.
 GZ1906
 GZ1906.The dynamic height is computed by dividing the NAVD 88
 GZ1906.geopotential number by the normal gravity value computed on the
 GZ1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1906.degrees latitude (g = 980.6199 gals.).
 GZ1906
 GZ1906.The modeled gravity was interpolated from observed gravity values.
 GZ1906
 GZ1906;                    North         East    Units  Estimated Accuracy
 GZ1906;SPC KY1Z     - 1,074,710.    1,485,510.      MT  (+/- 180 meters Scaled)
 GZ1906
 GZ1906                          SUPERSEDED SURVEY CONTROL
 GZ1906
 GZ1906  NGVD 29 (??/??/92)  232.619  (m)          763.18   (f) ADJ UNCH    1 1
 GZ1906
 GZ1906.Superseded values are not recommended for survey control.
 GZ1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1906.See file dsdata.txt to determine how the superseded data were derived.
 GZ1906
 GZ1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF967961(NAD 83)
 GZ1906_MARKER: DB = BENCH MARK DISK
 GZ1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1906_STAMPING: H 388 1968
 GZ1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1906+STABILITY: SURFACE MOTION
 GZ1906
 GZ1906  HISTORY     - Date     Condition        Report By
 GZ1906  HISTORY     - 1968     MONUMENTED       CGS
 GZ1906
 GZ1906                          STATION DESCRIPTION
 GZ1906
 GZ1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1906'0.9 MI NW FROM GLASGOW.
 GZ1906'ABOUT 0.6 MILE NORTH ALONG RACE STREET WHICH IS U.S. HIGHWAY
 GZ1906'31E AND STATE HIGHWAY 90 FROM THE BARREN COUNTY COURTHOUSE AT
 GZ1906'GLASGOW, THENCE 0.3 MILE WEST ALONG HAPPY VALLEY ROAD WHICH IS
 GZ1906'STATE HIGHWAY 90, AT RADIO STATION WKAY TRANSMISSION TOWER WHICH
 GZ1906'IS 413 FEET TALL, 84 YARDS NORTHEAST OF THE CENTERLINE OF THE
 GZ1906'ROAD, 17 FEET SOUTH OF THE FOUNDATION FOR THE TOWER, 1.2 FEET
 GZ1906'SOUTHEAST OF THE SOUTH CORNER OF A FENCE WHICH SURROUNDS THE
 GZ1906'TOWER, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 GZ1906'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0388 ***********************************************************************
 HB0388  DESIGNATION -  H 389
 HB0388  PID         -  HB0388
 HB0388  STATE/COUNTY-  KY/MCCRACKEN
 HB0388  USGS QUAD   -  HEATH (1978)
 HB0388
 HB0388                         *CURRENT SURVEY CONTROL
 HB0388  ___________________________________________________________________
 HB0388* NAD 83(1986)-  37 03 59.     (N)    088 50 05.     (W)     SCALED    
 HB0388* NAVD 88     -       135.200  (meters)     443.57   (feet)  ADJUSTED  
 HB0388  ___________________________________________________________________
 HB0388  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HB0388  DYNAMIC HT  -         135.100 (meters)     443.24  (feet)  COMP
 HB0388  MODELED GRAV-     979,888.6   (mgal)                       NAVD 88
 HB0388
 HB0388  VERT ORDER  -  FIRST     CLASS I
 HB0388
 HB0388.The horizontal coordinates were scaled from a topographic map and have
 HB0388.an estimated accuracy of +/- 6 seconds.
 HB0388
 HB0388.The orthometric height was determined by differential leveling
 HB0388.and adjusted by the National Geodetic Survey in June 1991..
 HB0388
 HB0388.The geoid height was determined by GEOID03.
 HB0388
 HB0388.The dynamic height is computed by dividing the NAVD 88
 HB0388.geopotential number by the normal gravity value computed on the
 HB0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0388.degrees latitude (g = 980.6199 gals.).
 HB0388
 HB0388.The modeled gravity was interpolated from observed gravity values.
 HB0388
 HB0388;                    North         East    Units  Estimated Accuracy
 HB0388;SPC KY1Z     - 1,085,890.    1,225,710.      MT  (+/- 180 meters Scaled)
 HB0388
 HB0388                          SUPERSEDED SURVEY CONTROL
 HB0388
 HB0388  NGVD 29 (??/??/??)  135.150  (m)          443.40   (f) ADJUSTED    1 1
 HB0388
 HB0388.Superseded values are not recommended for survey control.
 HB0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0388.See file dsdata.txt to determine how the superseded data were derived.
 HB0388
 HB0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG368038(NAD 83)
 HB0388_MARKER: DB = BENCH MARK DISK
 HB0388_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HB0388_SP_SET: CULVERT HEADWALL
 HB0388_STAMPING: H 389 1968
 HB0388_MARK LOGO: CGS   
 HB0388_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0388+STABILITY: SURFACE MOTION
 HB0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0388+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2001
 HB0388
 HB0388  HISTORY     - Date     Condition        Report By
 HB0388  HISTORY     - 1968     MONUMENTED       CGS
 HB0388  HISTORY     - 19930801 GOOD             KYDT
 HB0388  HISTORY     - 20011016 GOOD             KYDT
 HB0388  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 HB0388
 HB0388                          STATION DESCRIPTION
 HB0388
 HB0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0388'3.2 MI E FROM KEVIL.
 HB0388'ABOUT 0.1 MILE SOUTH ALONG WALLACE AVENUE FROM THE POST OFFICE
 HB0388'AT KEVIL, THENCE 3.05 MILES EAST ALONG U.S. HIGHWAY 60, SET IN
 HB0388'THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL OF A BOX
 HB0388'CULVERT UNDER THE HIGHWAY, 17 FEET SOUTHEAST OF THE CENTERLINE
 HB0388'OF THE HIGHWAY, 39 FEET WEST OF THE CENTER OF A JUNCTION OF
 HB0388'THE HIGHWAY AND HOBBS ROAD WHICH IS STATE HIGHWAY 1154, 13 FEET EAST
 HB0388'OF A TELEPHONE POLE, 4 FEET NORTHWEST OF A POLE WHICH SUPPORTS
 HB0388'A TRAFFIC SIGNAL LIGHT, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 HB0388'HIGHWAY.
 HB0388
 HB0388                          STATION RECOVERY (1993)
 HB0388
 HB0388'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 HB0388'RECOVERED IN GOOD CONDITION.  NOTE--MARK IS 21 FEET (6.4 M) SOUTHEAST
 HB0388'OF CENTERLINE AND 1.50 FEET (0.46 M) BELOW LEVEL OF HIGHWAY.
 HB0388
 HB0388                          STATION RECOVERY (2001)
 HB0388
 HB0388'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HB0388'MARK IS 81 FEET SOUTH OF CENTERLINE OF EAST BOUND LANES OF NEW US 60,
 HB0388'41.2 FEET SOUTH OF ROUND CONCRETE BASE OF LIGHT POLE, 44.2 FEET WEST
 HB0388'OF CENTER OF GRAVEL FIELD ENTRANCE SOUTH, 27.2 FEET WEST OF KY 1154
 HB0388'CENTERLINE EXTENDED AND ABOUT 3 FEET BELOW ROADWAY.
 HB0388
 HB0388                          STATION RECOVERY (2003)
 HB0388
 HB0388'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0388'SUSPECT MARK DESTROYED DURING CONSTRUCTION OF NEW US 60 AND HOBBS RD
 HB0388'(KY 1154) INTERSECTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0045 ***********************************************************************
 GZ0045  DESIGNATION -  H 39
 GZ0045  PID         -  GZ0045
 GZ0045  STATE/COUNTY-  KY/MADISON
 GZ0045  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0045
 GZ0045                         *CURRENT SURVEY CONTROL
 GZ0045  ___________________________________________________________________
 GZ0045* NAD 83(1986)-  37 40 44.     (N)    084 16 42.     (W)     SCALED    
 GZ0045* NAVD 88     -       284.925  (meters)     934.79   (feet)  ADJUSTED  
 GZ0045  ___________________________________________________________________
 GZ0045  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GZ0045  DYNAMIC HT  -         284.712 (meters)     934.09  (feet)  COMP
 GZ0045  MODELED GRAV-     979,872.9   (mgal)                       NAVD 88
 GZ0045
 GZ0045  VERT ORDER  -  SECOND    CLASS 0
 GZ0045
 GZ0045.The horizontal coordinates were scaled from a topographic map and have
 GZ0045.an estimated accuracy of +/- 6 seconds.
 GZ0045
 GZ0045.The orthometric height was determined by differential leveling
 GZ0045.and adjusted by the National Geodetic Survey in June 1991..
 GZ0045
 GZ0045.The geoid height was determined by GEOID03.
 GZ0045
 GZ0045.The dynamic height is computed by dividing the NAVD 88
 GZ0045.geopotential number by the normal gravity value computed on the
 GZ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0045.degrees latitude (g = 980.6199 gals.).
 GZ0045
 GZ0045.The modeled gravity was interpolated from observed gravity values.
 GZ0045
 GZ0045;                    North         East    Units  Estimated Accuracy
 GZ0045;SPC KY1Z     - 1,150,360.    1,629,810.      MT  (+/- 180 meters Scaled)
 GZ0045
 GZ0045                          SUPERSEDED SURVEY CONTROL
 GZ0045
 GZ0045  NGVD 29 (??/??/92)  285.078  (m)          935.29   (f) ADJ UNCH    2 0
 GZ0045
 GZ0045.Superseded values are not recommended for survey control.
 GZ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0045.See file dsdata.txt to determine how the superseded data were derived.
 GZ0045
 GZ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG400736(NAD 83)
 GZ0045_MARKER: DB = BENCH MARK DISK
 GZ0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0045_SP_SET: BRIDGE
 GZ0045_STAMPING: H 39 1935 935.293
 GZ0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0045
 GZ0045  HISTORY     - Date     Condition        Report By
 GZ0045  HISTORY     - 1935     MONUMENTED       CGS
 GZ0045  HISTORY     - 1958     POOR             NGS
 GZ0045
 GZ0045                          STATION DESCRIPTION
 GZ0045
 GZ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0045'1.7 MI S FROM FORT ESTILL.
 GZ0045'1.7 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0045'FROM THE STATION AT FORT ESTILL, MADISON COUNTY, 50 YARDS
 GZ0045'NORTH OF MILEPOST C 124, AT RAILROAD BRIDGE NO. 44 OVER A
 GZ0045'CREEK, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT, AND
 GZ0045'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 GZ0045'H 39 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0213 ***********************************************************************
 HB0213  DESIGNATION -  H 390
 HB0213  PID         -  HB0213
 HB0213  STATE/COUNTY-  KY/LIVINGSTON
 HB0213  USGS QUAD   -  GRAND RIVERS (1993)
 HB0213
 HB0213                         *CURRENT SURVEY CONTROL
 HB0213  ___________________________________________________________________
 HB0213* NAD 83(1986)-  37 01 10.     (N)    088 13 36.     (W)     SCALED    
 HB0213* NAVD 88     -       122.234  (meters)     401.03   (feet)  ADJUSTED  
 HB0213  ___________________________________________________________________
 HB0213  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HB0213  DYNAMIC HT  -         122.143 (meters)     400.73  (feet)  COMP
 HB0213  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 HB0213
 HB0213  VERT ORDER  -  FIRST     CLASS I
 HB0213
 HB0213.The horizontal coordinates were scaled from a topographic map and have
 HB0213.an estimated accuracy of +/- 6 seconds.
 HB0213
 HB0213.The orthometric height was determined by differential leveling
 HB0213.and adjusted by the National Geodetic Survey in June 1991..
 HB0213
 HB0213.The geoid height was determined by GEOID03.
 HB0213
 HB0213.The dynamic height is computed by dividing the NAVD 88
 HB0213.geopotential number by the normal gravity value computed on the
 HB0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0213.degrees latitude (g = 980.6199 gals.).
 HB0213
 HB0213.The modeled gravity was interpolated from observed gravity values.
 HB0213
 HB0213;                    North         East    Units  Estimated Accuracy
 HB0213;SPC KY1Z     - 1,079,070.    1,279,630.      MT  (+/- 180 meters Scaled)
 HB0213
 HB0213                          SUPERSEDED SURVEY CONTROL
 HB0213
 HB0213  NGVD 29 (??/??/??)  122.305  (m)          401.26   (f) ADJUSTED    1 1
 HB0213
 HB0213.Superseded values are not recommended for survey control.
 HB0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0213.See file dsdata.txt to determine how the superseded data were derived.
 HB0213
 HB0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF908977(NAD 83)
 HB0213_MARKER: DB = BENCH MARK DISK
 HB0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0213_SP_SET: ABUTMENT
 HB0213_STAMPING: H 390 1968
 HB0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0213
 HB0213  HISTORY     - Date     Condition        Report By
 HB0213  HISTORY     - 1968     MONUMENTED       CGS
 HB0213
 HB0213                          STATION DESCRIPTION
 HB0213
 HB0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0213'0.1 MI SW FROM BARKLEY DAM.
 HB0213'ABOUT 0.1 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0213'FROM THE NAVIGATION LOCK AT BARKLEY DAM, 0.4 MILE NORTHEAST OF
 HB0213'THE GRAND RIVERS RAILROAD STATION, 256 FEET SOUTHWEST AND ACROSS
 HB0213'THE TRACK FROM MILEPOST 201, SET IN THE TOP OF THE SOUTHEAST END
 HB0213'OF THE SOUTHWEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER
 HB0213'BARKLEY LOCK AND DAM, 2.5 FEET NORTHWEST OF THE SOUTHEAST END OF
 HB0213'THE ABUTMENT, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 HB0213'TRACK, 2.3 FEET WEST OF THE SOUTHWEST END OF A METAL GUARD RAIL
 HB0213'ON THE BRIDGE, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0903 ***********************************************************************
 HA0903  DESIGNATION -  H 391
 HA0903  PID         -  HA0903
 HA0903  STATE/COUNTY-  KY/LYON
 HA0903  USGS QUAD   -  PRINCETON WEST (1967)
 HA0903
 HA0903                         *CURRENT SURVEY CONTROL
 HA0903  ___________________________________________________________________
 HA0903* NAD 83(1986)-  37 06 15.     (N)    087 59 52.     (W)     SCALED    
 HA0903* NAVD 88     -       170.502  (meters)     559.39   (feet)  ADJUSTED  
 HA0903  ___________________________________________________________________
 HA0903  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HA0903  DYNAMIC HT  -         170.374 (meters)     558.97  (feet)  COMP
 HA0903  MODELED GRAV-     979,872.8   (mgal)                       NAVD 88
 HA0903
 HA0903  VERT ORDER  -  FIRST     CLASS I
 HA0903
 HA0903.The horizontal coordinates were scaled from a topographic map and have
 HA0903.an estimated accuracy of +/- 6 seconds.
 HA0903
 HA0903.The orthometric height was determined by differential leveling
 HA0903.and adjusted by the National Geodetic Survey in June 1991..
 HA0903
 HA0903.The geoid height was determined by GEOID03.
 HA0903
 HA0903.The dynamic height is computed by dividing the NAVD 88
 HA0903.geopotential number by the normal gravity value computed on the
 HA0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0903.degrees latitude (g = 980.6199 gals.).
 HA0903
 HA0903.The modeled gravity was interpolated from observed gravity values.
 HA0903
 HA0903;                    North         East    Units  Estimated Accuracy
 HA0903;SPC KY1Z     - 1,087,960.    1,300,220.      MT  (+/- 180 meters Scaled)
 HA0903
 HA0903                          SUPERSEDED SURVEY CONTROL
 HA0903
 HA0903  NGVD 29 (??/??/92)  170.562  (m)          559.59   (f) ADJ UNCH    1 1
 HA0903
 HA0903.Superseded values are not recommended for survey control.
 HA0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0903.See file dsdata.txt to determine how the superseded data were derived.
 HA0903
 HA0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG113068(NAD 83)
 HA0903_MARKER: DB = BENCH MARK DISK
 HA0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0903_STAMPING: H 391 1968
 HA0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0903+STABILITY: SURFACE MOTION
 HA0903
 HA0903  HISTORY     - Date     Condition        Report By
 HA0903  HISTORY     - 1968     MONUMENTED       CGS
 HA0903
 HA0903                          STATION DESCRIPTION
 HA0903
 HA0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HA0903'5.2 MI E FROM EDDYVILLE.
 HA0903'ABOUT 0.1 MILE SOUTHEAST ALONG EAST MAIN STREET FROM THE POST
 HA0903'OFFICE AT EDDYVILLE, THENCE 1.35 MILES NORTHEAST ALONG U.S. HIGHWAYS
 HA0903'62 AND 641, THENCE 3.7 MILES EAST ALONG U.S. HIGHWAY 62, 42 FEET
 HA0903'SOUTHWEST OF THE LYON-CALDWELL COUNTY LINE, 60 FEET SOUTH OF THE
 HA0903'CENTERLINE OF THE HIGHWAY, 21 FEET WEST OF THE CENTER OF A METAL
 HA0903'GATE, 10 1/2 FEET WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER
 HA0903'POST, 5 1/2 FEET WEST OF UNDERGROUND TELEPHONE CABLE MARKER POST
 HA0903'NUMBER 27, 2 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS
 HA0903'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 HA0903'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1237 ***********************************************************************
 GC1237  DESIGNATION -  H 392
 GC1237  PID         -  GC1237
 GC1237  STATE/COUNTY-  KY/CHRISTIAN
 GC1237  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1237
 GC1237                         *CURRENT SURVEY CONTROL
 GC1237  ___________________________________________________________________
 GC1237* NAD 83(1993)-  36 51 25.52139(N)    087 27 46.44275(W)     ADJUSTED  
 GC1237* NAVD 88     -       165.354  (meters)     542.50   (feet)  ADJUSTED  
 GC1237  ___________________________________________________________________
 GC1237  X           -     226,184.267 (meters)                     COMP
 GC1237  Y           -  -5,104,622.004 (meters)                     COMP
 GC1237  Z           -   3,804,796.639 (meters)                     COMP
 GC1237  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GC1237  ELLIP HEIGHT-         135.86  (meters)          (09/10/97) GPS OBS
 GC1237  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC1237  DYNAMIC HT  -         165.223 (meters)     542.07  (feet)  COMP
 GC1237  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 GC1237
 GC1237  HORZ ORDER  -  THIRD
 GC1237  VERT ORDER  -  FIRST     CLASS I
 GC1237  ELLP ORDER  -  FOURTH    CLASS II
 GC1237
 GC1237.This mark is at Hopkinsville-Christian Co Airport (HVC)
 GC1237
 GC1237.The horizontal coordinates were established by GPS observations
 GC1237.and adjusted by the National Geodetic Survey in September 1997..
 GC1237
 GC1237.The orthometric height was determined by differential leveling
 GC1237.and adjusted by the National Geodetic Survey in June 1991..
 GC1237
 GC1237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC1237
 GC1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1237
 GC1237.The ellipsoidal height was determined by GPS observations
 GC1237.and is referenced to NAD 83.
 GC1237
 GC1237.The geoid height was determined by GEOID03.
 GC1237
 GC1237.The dynamic height is computed by dividing the NAVD 88
 GC1237.geopotential number by the normal gravity value computed on the
 GC1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1237.degrees latitude (g = 980.6199 gals.).
 GC1237
 GC1237.The modeled gravity was interpolated from observed gravity values.
 GC1237
 GC1237;                    North         East     Units Scale Factor Converg.
 GC1237;SPC KY1Z     - 1,059,532.222 1,347,246.104   MT  1.00006182   -1 03 06.0
 GC1237;SPC KY1Z     - 3,476,148.63  4,420,089.93   sFT  1.00006182   -1 03 06.0
 GC1237;SPC KY S     -   559,507.749   347,258.416   MT  0.99997984   -1 02 19.7
 GC1237;SPC KY S     - 1,835,651.67  1,139,296.99   sFT  0.99997984   -1 02 19.7
 GC1237;UTM  16      - 4,079,118.995   458,735.830   MT  0.99962098   -0 16 39.6
 GC1237
 GC1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1237!SPC KY1Z     -   0.99997868  x   1.00006182  =   1.00004050
 GC1237!SPC KY S     -   0.99997868  x   0.99997984  =   0.99995852
 GC1237!UTM  16      -   0.99997868  x   0.99962098  =   0.99959967
 GC1237
 GC1237                          SUPERSEDED SURVEY CONTROL
 GC1237
 GC1237  NAVD 88 (09/10/97)  165.35   (m)          542.5    (f) LEVELING    3  
 GC1237  NGVD 29 (??/??/92)  165.423  (m)          542.73   (f) ADJ UNCH    1 1
 GC1237
 GC1237.Superseded values are not recommended for survey control.
 GC1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1237.See file dsdata.txt to determine how the superseded data were derived.
 GC1237
 GC1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5873679119(NAD 83)
 GC1237_MARKER: DB = BENCH MARK DISK
 GC1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1237_STAMPING: H 392 1968
 GC1237_MARK LOGO: CGS   
 GC1237_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1237+STABILITY: SURFACE MOTION
 GC1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC1237+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1996
 GC1237
 GC1237  HISTORY     - Date     Condition        Report By
 GC1237  HISTORY     - 1968     MONUMENTED       CGS
 GC1237  HISTORY     - 19960721 GOOD             NGS
 GC1237
 GC1237                          STATION DESCRIPTION
 GC1237
 GC1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1237'2.6 MI E FROM HOPKINSVILLE.
 GC1237'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1237'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE
 GC1237'EAST ALONG EAST 9TH STREET WHICH IS U.S. HIGHWAY 41 AND 68 AND
 GC1237'STATE HIGHWAY 80 AND 109, THENCE 1.25 MILES EAST ALONG MC LEAN
 GC1237'AVENUE WHICH IS U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE
 GC1237'0.65 MILE SOUTHWEST ALONG A PAVED ROAD, AT THE
 GC1237'HOPKINSVILLE-CHRISTIAN COUNTY AIPPORT, 182 1/2 FEET NORTHWEST
 GC1237'OF THE NORTHWEST CORNER OF THE AIRPORT OFFICE BUILDING, 32 1/2
 GC1237'FEET NORTH OF THE NORTHWEST CORNER OF A METAL HANGAR, 114 FEET
 GC1237'SOUTH OF A CORNER FENCE POST, 12 1/2 FEET WEST OF A POWER POLE
 GC1237'WHICH IS BRACED BY A GUY WIRE, 2 1/2 FEET EAST OF A FENCE, AND
 GC1237'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 GC1237'SURFACE OF THE GROUND.
 GC1237
 GC1237                          STATION RECOVERY (1996)
 GC1237
 GC1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 GC1237'THE STATION IS LOCATED ON THE HOPKINSVILLE-CHRISTIAN COUNTY AIRPORT
 GC1237'THE GRASS AREA AT THE WEST END OF THE AIRPORT NORTH OF THE WEST
 GC1237'HANGARS.  TO OBTAIN ACCESS CONTACT MR.  ALFRED H.  ECKLES III, AIRPORT
 GC1237'DIRECTOR, HOPKINSVILLE-CHRISTIAN COUNTY AIRPORT, 2600 RUSSELLVILLE
 GC1237'ROAD, HOPKINSVILLE, KY 42240, TELEPHONE 502-887-4157. TO REACH THE
 GC1237'STATION FROM THE FROM THE INTERSECTION OF PENNYRILE PARKWAY AND U.S.
 GC1237'HIGHWAY 68, PROCEED EAST ON U.S.  HIGHWAY 68 FOR 1.3 MI (2.1 KM) TO A
 GC1237'PAVED ROAD RIGHT.  TURN RIGHT, SOUTH, FOR 0.15 MI (0.24 KM) TO A DEAD
 GC1237'END AT HANGARS, AND TURN RIGHT AND PROCEED WEST FOR 0.1 MI (0.2 KM) TO
 GC1237'THE AIRPORT OFFICE AND A GATE.  PROCEED THROUGH THE GATE AND PROCEED
 GC1237'ACROSS THE APRON TO THE PARALLEL TAXIWAY AND TURN RIGHT.  PROCEED WEST
 GC1237'ON THE TAXIWAY FOR .7 MI (1.1 KM) PAST THE WEST HANGARS TO A TRACK
 GC1237'ROAD LEADING NORTH.  TURN RIGHT AND FOLLOW THE TRACK ROAD.05 MI TO A
 GC1237'POWER POLE BEHIND THE HANGAR AND THE STATION ON THE LEFT.  THE STATION
 GC1237'IS A STANDARD BENCH MARK DISK IN A CONCRETE MONUMENT PROJECTING 4 IN
 GC1237'ABOVE THE GROUND--STAMPED H 392 1968.  THE STATION IS 182.5 FT (55.6
 GC1237'M) NORTWEST OF THE NORTHWEST CORNER OF THE BRICK BUILDING (OLD OFFICE
 GC1237'BUILDING) , 32.5 FT (9.9 M) NORTH OF THE NORTHWEST CORNER OF A METAL
 GC1237'HANGAR, WEST OF A POWER POLE AND UNDER THE GUYWIRE (BETWEEN POWER POLE
 GC1237'AND GUY WIRE) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1903 ***********************************************************************
 GZ1903  DESIGNATION -  H 393
 GZ1903  PID         -  GZ1903
 GZ1903  STATE/COUNTY-  KY/BARREN
 GZ1903  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ1903
 GZ1903                         *CURRENT SURVEY CONTROL
 GZ1903  ___________________________________________________________________
 GZ1903* NAD 83(1986)-  37 01 12.     (N)    085 53 39.     (W)     SCALED    
 GZ1903* NAVD 88     -       252.342  (meters)     827.89   (feet)  ADJUSTED  
 GZ1903  ___________________________________________________________________
 GZ1903  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GZ1903  DYNAMIC HT  -         252.140 (meters)     827.23  (feet)  COMP
 GZ1903  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 GZ1903
 GZ1903  VERT ORDER  -  FIRST     CLASS I
 GZ1903
 GZ1903.The horizontal coordinates were scaled from a topographic map and have
 GZ1903.an estimated accuracy of +/- 6 seconds.
 GZ1903
 GZ1903.The orthometric height was determined by differential leveling
 GZ1903.and adjusted by the National Geodetic Survey in June 1991..
 GZ1903
 GZ1903.The geoid height was determined by GEOID03.
 GZ1903
 GZ1903.The dynamic height is computed by dividing the NAVD 88
 GZ1903.geopotential number by the normal gravity value computed on the
 GZ1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1903.degrees latitude (g = 980.6199 gals.).
 GZ1903
 GZ1903.The modeled gravity was interpolated from observed gravity values.
 GZ1903
 GZ1903;                    North         East    Units  Estimated Accuracy
 GZ1903;SPC KY1Z     - 1,076,220.    1,487,170.      MT  (+/- 180 meters Scaled)
 GZ1903
 GZ1903                          SUPERSEDED SURVEY CONTROL
 GZ1903
 GZ1903  NGVD 29 (??/??/92)  252.483  (m)          828.35   (f) ADJ UNCH    1 1
 GZ1903
 GZ1903.Superseded values are not recommended for survey control.
 GZ1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1903.See file dsdata.txt to determine how the superseded data were derived.
 GZ1903
 GZ1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF983976(NAD 83)
 GZ1903_MARKER: DB = BENCH MARK DISK
 GZ1903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1903_SP_SET: TOWER BASE
 GZ1903_STAMPING: H 393 1968
 GZ1903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1903
 GZ1903  HISTORY     - Date     Condition        Report By
 GZ1903  HISTORY     - 1968     MONUMENTED       CGS
 GZ1903
 GZ1903                          STATION DESCRIPTION
 GZ1903
 GZ1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1903'2.7 MI NE FROM GLASGOW.
 GZ1903'ABOUT 1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 68 AND STATE
 GZ1903'HIGHWAY 80 FROM THE BARREN COUNTY COURTHOUSE AT GLASGOW, THENCE
 GZ1903'0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE NORTH
 GZ1903'CROSS-COUNTRY TO THE TOWER OWNED BY GLASGOW CABLEVISION, 0.1
 GZ1903'MILE NORTH OF A FARMHOUSE, SET IN THE TOP OF THE SOUTH CORNER OF
 GZ1903'THE CONCRETE BASE FOR THE TOWER, 10 FEET SOUTHWEST OF THE
 GZ1903'SOUTHWEST FACE OF A SMALL CONCRETE BLOCK BUILDING, AND ABOUT
 GZ1903'1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0620 ***********************************************************************
 GD0620  DESIGNATION -  H 394
 GD0620  PID         -  GD0620
 GD0620  STATE/COUNTY-  KY/HICKMAN
 GD0620  USGS QUAD   -  OAKTON (1982)
 GD0620
 GD0620                         *CURRENT SURVEY CONTROL
 GD0620  ___________________________________________________________________
 GD0620* NAD 83(1986)-  36 41 23.     (N)    089 00 02.     (W)     SCALED    
 GD0620* NAVD 88     -       118.814  (meters)     389.81   (feet)  ADJUSTED  
 GD0620  ___________________________________________________________________
 GD0620  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GD0620  DYNAMIC HT  -         118.723 (meters)     389.51  (feet)  COMP
 GD0620  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 GD0620
 GD0620  VERT ORDER  -  FIRST     CLASS I
 GD0620
 GD0620.The horizontal coordinates were scaled from a topographic map and have
 GD0620.an estimated accuracy of +/- 6 seconds.
 GD0620
 GD0620.The orthometric height was determined by differential leveling
 GD0620.and adjusted by the National Geodetic Survey in June 1991..
 GD0620
 GD0620.The geoid height was determined by GEOID03.
 GD0620
 GD0620.The dynamic height is computed by dividing the NAVD 88
 GD0620.geopotential number by the normal gravity value computed on the
 GD0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0620.degrees latitude (g = 980.6199 gals.).
 GD0620
 GD0620.The modeled gravity was interpolated from observed gravity values.
 GD0620
 GD0620;                    North         East    Units  Estimated Accuracy
 GD0620;SPC KY1Z     - 1,044,620.    1,209,520.      MT  (+/- 180 meters Scaled)
 GD0620
 GD0620                          SUPERSEDED SURVEY CONTROL
 GD0620
 GD0620  NGVD 29 (??/??/??)  118.729  (m)          389.53   (f) ADJUSTED    1 1
 GD0620
 GD0620.Superseded values are not recommended for survey control.
 GD0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0620.See file dsdata.txt to determine how the superseded data were derived.
 GD0620
 GD0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF212623(NAD 83)
 GD0620_MARKER: DB = BENCH MARK DISK
 GD0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0620_SP_SET: METAL BASE PLATE
 GD0620_STAMPING: H 394 1974
 GD0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0620+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 GD0620
 GD0620  HISTORY     - Date     Condition        Report By
 GD0620  HISTORY     - 1974     MONUMENTED       NGS
 GD0620  HISTORY     - 20020814 GOOD             USACE
 GD0620
 GD0620                          STATION DESCRIPTION
 GD0620
 GD0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0620'1.8 MI N FROM CLINTON.
 GD0620'ABOUT 1.75 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE FEDERAL
 GD0620'BUILDING-POST OFFICE AT CLINTON, 131 FEET EAST-NORTHEAST OF THE
 GD0620'NORTHEAST CORNER OF THE CLUBHOUSE (METAL BUILDING OF THE OAK HILL
 GD0620'GOLF COURSE), 73 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 27.2
 GD0620'FEET WEST OF A PIPE POST SUPPORTING NEON SIGN OAK HILL, 18 FEET SOUTH
 GD0620'OF A 32-INCH OAK TREE, 2.4 FEET NORTH OF THE NORTH EDGE OF AN ASPHALT
 GD0620'PARKING AREA AND CABLE FENCE, 10 FEET ABOVE HIGHWAY AND ON THE
 GD0620'TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 GD0620'METAL BASE PLATE.  THE DISK IS 1-INCH BELOW GROUND AND PROTECTED
 GD0620'BY A 4-INCH IRON PIPE FLUSH WITH THE GROUND.
 GD0620
 GD0620                          STATION RECOVERY (2002)
 GD0620
 GD0620'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2043 ***********************************************************************
 GC2043  DESIGNATION -  H 400
 GC2043  PID         -  GC2043
 GC2043  STATE/COUNTY-  KY/TODD
 GC2043  USGS QUAD   -  GUTHRIE (1983)
 GC2043
 GC2043                         *CURRENT SURVEY CONTROL
 GC2043  ___________________________________________________________________
 GC2043* NAD 83(1986)-  36 40 42.     (N)    087 09 00.     (W)     SCALED    
 GC2043* NAVD 88     -       180.683  (meters)     592.79   (feet)  ADJUSTED  
 GC2043  ___________________________________________________________________
 GC2043  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2043  DYNAMIC HT  -         180.538 (meters)     592.32  (feet)  COMP
 GC2043  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 GC2043
 GC2043  VERT ORDER  -  FIRST     CLASS II
 GC2043
 GC2043.The horizontal coordinates were scaled from a topographic map and have
 GC2043.an estimated accuracy of +/- 6 seconds.
 GC2043
 GC2043.The orthometric height was determined by differential leveling
 GC2043.and adjusted by the National Geodetic Survey in June 1991..
 GC2043
 GC2043.The geoid height was determined by GEOID03.
 GC2043
 GC2043.The dynamic height is computed by dividing the NAVD 88
 GC2043.geopotential number by the normal gravity value computed on the
 GC2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2043.degrees latitude (g = 980.6199 gals.).
 GC2043
 GC2043.The modeled gravity was interpolated from observed gravity values.
 GC2043
 GC2043;                    North         East    Units  Estimated Accuracy
 GC2043;SPC KY1Z     - 1,039,230.    1,374,850.      MT  (+/- 180 meters Scaled)
 GC2043
 GC2043                          SUPERSEDED SURVEY CONTROL
 GC2043
 GC2043.No superseded survey control is available for this station.
 GC2043
 GC2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF865592(NAD 83)
 GC2043_MARKER: I = METAL ROD
 GC2043_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2043_SP_SET: STAINLESS STEEL ROD
 GC2043_STAMPING: H 400 1984
 GC2043_MARK LOGO: NGS   
 GC2043_PROJECTION: FLUSH
 GC2043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2043_ROD/PIPE-DEPTH: 6.10 meters
 GC2043
 GC2043  HISTORY     - Date     Condition        Report By
 GC2043  HISTORY     - 1984     MONUMENTED       NGS
 GC2043
 GC2043                          STATION DESCRIPTION
 GC2043
 GC2043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2043'4.8 KM (3.0 MI) NE FROM GUTHRIE.
 GC2043'0.1 KM (0.05 MI) EAST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 GC2043'GUTHRIE, THENCE 1.4 KM (0.9 MI) NORTHWEST ALONG STATE HIGHWAY 346,
 GC2043'THENCE 3.3 KM (2.05 MI) NORTHEAST ALONG U.S. HIGHWAY 79 TO THE MARK ON
 GC2043'THE LEFT, 11.64 METERS (38.2 FT) NORTHWEST OF THE CENTERLINE OF THE
 GC2043'HIGHWAY, 122.71 METERS (402.6 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 GC2043'HIGHWAY 848, 7.01 METERS (23.0 FT) NORTHEAST OF A 3 FOOT HIGH CUT OFF
 GC2043'POWERLINE POLE, AND 0.30 METERS (1.0 FT) SOUTHEAST OF A WIRE MESH
 GC2043'FENCE.
 GC2043'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 GC2043'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2181 ***********************************************************************
 HY2181  DESIGNATION -  H 402
 HY2181  PID         -  HY2181
 HY2181  STATE/COUNTY-  KY/BOYD
 HY2181  USGS QUAD   -  CATLETTSBURG (1985)
 HY2181
 HY2181                         *CURRENT SURVEY CONTROL
 HY2181  ___________________________________________________________________
 HY2181* NAD 83(1986)-  38 27 54.     (N)    082 37 00.     (W)     SCALED    
 HY2181* NAVD 88     -       170.187  (meters)     558.36   (feet)  ADJUSTED  
 HY2181  ___________________________________________________________________
 HY2181  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY2181  DYNAMIC HT  -         170.075 (meters)     557.99  (feet)  COMP
 HY2181  MODELED GRAV-     979,966.0   (mgal)                       NAVD 88
 HY2181
 HY2181  VERT ORDER  -  FIRST     CLASS II
 HY2181
 HY2181.The horizontal coordinates were scaled from a topographic map and have
 HY2181.an estimated accuracy of +/- 6 seconds.
 HY2181
 HY2181.The orthometric height was determined by differential leveling
 HY2181.and adjusted by the National Geodetic Survey in June 1991..
 HY2181
 HY2181.The geoid height was determined by GEOID03.
 HY2181
 HY2181.The dynamic height is computed by dividing the NAVD 88
 HY2181.geopotential number by the normal gravity value computed on the
 HY2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2181.degrees latitude (g = 980.6199 gals.).
 HY2181
 HY2181.The modeled gravity was interpolated from observed gravity values.
 HY2181
 HY2181;                    North         East    Units  Estimated Accuracy
 HY2181;SPC KY1Z     - 1,241,170.    1,773,400.      MT  (+/- 180 meters Scaled)
 HY2181
 HY2181                          SUPERSEDED SURVEY CONTROL
 HY2181
 HY2181.No superseded survey control is available for this station.
 HY2181
 HY2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC589586(NAD 83)
 HY2181_MARKER: DB = BENCH MARK DISK
 HY2181_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HY2181_SP_SET: RETAINING WALL
 HY2181_STAMPING: H 402 1984
 HY2181_MARK LOGO: NGS   
 HY2181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2181+STABILITY: POSITION/ELEVATION WELL
 HY2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY2181+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2000
 HY2181
 HY2181  HISTORY     - Date     Condition        Report By
 HY2181  HISTORY     - 1984     MONUMENTED       NGS
 HY2181  HISTORY     - 20000424 GOOD             KYDT
 HY2181
 HY2181                          STATION DESCRIPTION
 HY2181
 HY2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2181'IN ASHLAND.
 HY2181'IN ASHLAND, ALONG U.S. HIGHWAY 23, 0.2 KM (0.1 MI) SOUTHEAST OF THE
 HY2181'JUNCTION OF 28TH STREET, IN TOP OF THE SOUTHWEST END OF THE LARGE
 HY2181'SUPPORT PORTION OF A RETAINING WALL, 16.45 METERS (53.0 FT) NORTHEAST
 HY2181'OF THE CENTER OF THE NORTH BOUND LANE OF THE HIGHWAY, 7.77 METERS
 HY2181'(25.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE WALL.
 HY2181'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 HY2181
 HY2181                          STATION RECOVERY (2000)
 HY2181
 HY2181'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY2181'0.2 KM (0.1 MI)SOUTHEAST ALONG U.S. 23 FROM JUNCTION OF 35TH STREET,
 HY2181'RETAINING WALL IS BETWEEN PATTON LUMBER YARD AND SUPPORT SERVICES
 HY2181'BUILDING OF KINGS DAUGHTER MEDICAL CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2651 ***********************************************************************
 GZ2651  DESIGNATION -  H 403
 GZ2651  PID         -  GZ2651
 GZ2651  STATE/COUNTY-  KY/LINCOLN
 GZ2651  USGS QUAD   -  STANFORD (1979)
 GZ2651
 GZ2651                         *CURRENT SURVEY CONTROL
 GZ2651  ___________________________________________________________________
 GZ2651* NAD 83(1986)-  37 35 13.     (N)    084 43 55.     (W)     SCALED    
 GZ2651* NAVD 88     -       311.913  (meters)    1023.33   (feet)  ADJUSTED  
 GZ2651  ___________________________________________________________________
 GZ2651  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GZ2651  DYNAMIC HT  -         311.672 (meters)    1022.54  (feet)  COMP
 GZ2651  MODELED GRAV-     979,850.7   (mgal)                       NAVD 88
 GZ2651
 GZ2651  VERT ORDER  -  FIRST     CLASS II
 GZ2651
 GZ2651.The horizontal coordinates were scaled from a topographic map and have
 GZ2651.an estimated accuracy of +/- 6 seconds.
 GZ2651
 GZ2651.The orthometric height was determined by differential leveling
 GZ2651.and adjusted by the National Geodetic Survey in June 1991..
 GZ2651
 GZ2651.The geoid height was determined by GEOID03.
 GZ2651
 GZ2651.The dynamic height is computed by dividing the NAVD 88
 GZ2651.geopotential number by the normal gravity value computed on the
 GZ2651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2651.degrees latitude (g = 980.6199 gals.).
 GZ2651
 GZ2651.The modeled gravity was interpolated from observed gravity values.
 GZ2651
 GZ2651;                    North         East    Units  Estimated Accuracy
 GZ2651;SPC KY1Z     - 1,139,620.    1,589,910.      MT  (+/- 180 meters Scaled)
 GZ2651
 GZ2651                          SUPERSEDED SURVEY CONTROL
 GZ2651
 GZ2651.No superseded survey control is available for this station.
 GZ2651
 GZ2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG002624(NAD 83)
 GZ2651_MARKER: I = METAL ROD
 GZ2651_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GZ2651+WITH SETTING: INFORMATION.
 GZ2651_SP_SET: STAINLESS STEEL ROD
 GZ2651_STAMPING: H 403 1985
 GZ2651_MARK LOGO: NGS   
 GZ2651_PROJECTION: FLUSH
 GZ2651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2651_ROD/PIPE-DEPTH: 2.13 meters
 GZ2651
 GZ2651  HISTORY     - Date     Condition        Report By
 GZ2651  HISTORY     - 1985     MONUMENTED       NGS
 GZ2651
 GZ2651                          STATION DESCRIPTION
 GZ2651
 GZ2651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2651'4.7 KM (2.9 MI) ENE FROM SHELBY CITY.
 GZ2651'4.7 KM (2.95 MI) EAST-NORTHEAST ALONG STATE HIGHWAY 1273 FROM THE
 GZ2651'JUNCTION OF U.S. HIGHWAY 127 IN SHELBY CITY TO THE MARK ON THE LEFT,
 GZ2651'AT THE SOUTH CORNER POST OF A WOODEN FENCE, 0.9 KM (0.55 MI) SOUTHWEST
 GZ2651'OF THE JUNCTION OF U.S. HIGHWAY 150. IT IS 9.14 METERS (30.0 FT)
 GZ2651'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 1273, 51.20 METERS
 GZ2651'(168.0 FT) NORTH-NORTHEAST AND ACROSS THE HIGHWAY FROM MILEPOST 2,
 GZ2651'16.15 METERS (53.0 FT) NORTH-NORTHEAST OF NORTHWEST END OF A PIPE
 GZ2651'CULVERT UNDER THE HIGHWAY AND 0.36 METER (1.2 FT) SOUTHEAST OF THE
 GZ2651'SOUTH CORNER POST OF THE WOODEN FENCE.  NOTE--ACCESS TO DATUM POINT IS
 GZ2651'HAD THROUGH A 5-INCH LOGO CAP.
 GZ2651'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 GZ2651'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1257 ***********************************************************************
 HA1257  DESIGNATION -  H 405
 HA1257  PID         -  HA1257
 HA1257  STATE/COUNTY-  KY/UNION
 HA1257  USGS QUAD   -  BLACKFORD (1954)
 HA1257
 HA1257                         *CURRENT SURVEY CONTROL
 HA1257  ___________________________________________________________________
 HA1257* NAD 83(1986)-  37 29 09.     (N)    087 57 14.     (W)     SCALED    
 HA1257* NAVD 88     -       118.081  (meters)     387.40   (feet)  ADJUSTED  
 HA1257  ___________________________________________________________________
 HA1257  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 HA1257  DYNAMIC HT  -         117.996 (meters)     387.13  (feet)  COMP
 HA1257  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 HA1257
 HA1257  VERT ORDER  -  FIRST     CLASS II
 HA1257
 HA1257.The horizontal coordinates were scaled from a topographic map and have
 HA1257.an estimated accuracy of +/- 6 seconds.
 HA1257
 HA1257.The orthometric height was determined by differential leveling
 HA1257.and adjusted by the National Geodetic Survey in June 1991..
 HA1257
 HA1257.The geoid height was determined by GEOID03.
 HA1257
 HA1257.The dynamic height is computed by dividing the NAVD 88
 HA1257.geopotential number by the normal gravity value computed on the
 HA1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1257.degrees latitude (g = 980.6199 gals.).
 HA1257
 HA1257.The modeled gravity was interpolated from observed gravity values.
 HA1257
 HA1257;                    North         East    Units  Estimated Accuracy
 HA1257;SPC KY1Z     - 1,130,210.    1,305,120.      MT  (+/- 180 meters Scaled)
 HA1257
 HA1257                          SUPERSEDED SURVEY CONTROL
 HA1257
 HA1257.No superseded survey control is available for this station.
 HA1257
 HA1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG156491(NAD 83)
 HA1257_MARKER: I = METAL ROD
 HA1257_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1257_SP_SET: STAINLESS STEEL ROD
 HA1257_STAMPING: H 405 1986
 HA1257_MARK LOGO: NGS   
 HA1257_PROJECTION: FLUSH
 HA1257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1257+STABILITY: POSITION/ELEVATION WELL
 HA1257_ROD/PIPE-DEPTH: 4.1  meters
 HA1257
 HA1257  HISTORY     - Date     Condition        Report By
 HA1257  HISTORY     - 1986     MONUMENTED       NGS
 HA1257
 HA1257                          STATION DESCRIPTION
 HA1257
 HA1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1257'8.4 KM (5.2 MI) SE FROM STURGIS.
 HA1257'8.4 KM (5.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HA1257'WITH STATE HIGHWAY 109 IN STURGIS, 15.1 M (49.5 FT) NORTH-NORTHEAST OF
 HA1257'THE NORTHEAST END OF A SMALL CONCRETE CULVERT, 9.4 M (30.8 FT)
 HA1257'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.7 M (22.0 FT)
 HA1257'SOUTH-SOUTHWEST OF THE CENTER OF A DRIVEWAY LEADING WEST TO THE W +
 HA1257'FARMS HOUSE, AND 2.0 M (6.6 FT) SOUTH-SOUTHWEST OF A FENCE CORNER.
 HA1257'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1257'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 HA1257'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1285 ***********************************************************************
 HA1285  DESIGNATION -  H 406
 HA1285  PID         -  HA1285
 HA1285  STATE/COUNTY-  KY/HENDERSON
 HA1285  USGS QUAD   -  WILSON (1993)
 HA1285
 HA1285                         *CURRENT SURVEY CONTROL
 HA1285  ___________________________________________________________________
 HA1285* NAD 83(1993)-  37 47 30.63608(N)    087 40 06.69842(W)     ADJUSTED  
 HA1285* NAVD 88     -       129.862  (meters)     426.06   (feet)  ADJUSTED  
 HA1285  ___________________________________________________________________
 HA1285  X           -     205,302.978 (meters)                     COMP
 HA1285  Y           -  -5,042,521.472 (meters)                     COMP
 HA1285  Z           -   3,887,272.664 (meters)                     COMP
 HA1285  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 HA1285  ELLIP HEIGHT-          99.36  (meters)          (09/10/97) GPS OBS
 HA1285  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HA1285  DYNAMIC HT  -         129.772 (meters)     425.76  (feet)  COMP
 HA1285  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 HA1285
 HA1285  HORZ ORDER  -  THIRD
 HA1285  VERT ORDER  -  FIRST     CLASS II
 HA1285  ELLP ORDER  -  FOURTH    CLASS II
 HA1285
 HA1285.The horizontal coordinates were established by GPS observations
 HA1285.and adjusted by the National Geodetic Survey in September 1997..
 HA1285
 HA1285.The orthometric height was determined by differential leveling
 HA1285.and adjusted by the National Geodetic Survey in June 1991..
 HA1285
 HA1285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1285
 HA1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1285
 HA1285.The ellipsoidal height was determined by GPS observations
 HA1285.and is referenced to NAD 83.
 HA1285
 HA1285.The geoid height was determined by GEOID03.
 HA1285
 HA1285.The dynamic height is computed by dividing the NAVD 88
 HA1285.geopotential number by the normal gravity value computed on the
 HA1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1285.degrees latitude (g = 980.6199 gals.).
 HA1285
 HA1285.The modeled gravity was interpolated from observed gravity values.
 HA1285
 HA1285;                    North         East     Units Scale Factor Converg.
 HA1285;SPC KY1Z     - 1,163,605.642 1,331,043.614   MT  0.99990603   -1 10 40.4
 HA1285;SPC KY1Z     - 3,817,596.18  4,366,932.26   sFT  0.99990603   -1 10 40.4
 HA1285;SPC KY S     -   663,576.742   331,031.293   MT  0.99997724   -1 09 48.7
 HA1285;SPC KY S     - 2,177,084.69  1,086,058.50   sFT  0.99997724   -1 09 48.7
 HA1285;UTM  16      - 4,182,930.452   441,139.232   MT  0.99964267   -0 24 34.9
 HA1285
 HA1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1285!SPC KY1Z     -   0.99998441  x   0.99990603  =   0.99989044
 HA1285!SPC KY S     -   0.99998441  x   0.99997724  =   0.99996165
 HA1285!UTM  16      -   0.99998441  x   0.99964267  =   0.99962708
 HA1285
 HA1285                          SUPERSEDED SURVEY CONTROL
 HA1285
 HA1285  NAVD 88 (09/10/97)  129.86   (m)          426.0    (f) LEVELING    3  
 HA1285
 HA1285.Superseded values are not recommended for survey control.
 HA1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1285.See file dsdata.txt to determine how the superseded data were derived.
 HA1285
 HA1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4113982930(NAD 83)
 HA1285_MARKER: I = METAL ROD
 HA1285_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1285_SP_SET: STAINLESS STEEL ROD
 HA1285_STAMPING: H 406 1986
 HA1285_MARK LOGO: NGS   
 HA1285_PROJECTION: FLUSH
 HA1285_MAGNETIC: I = MARKER IS A STEEL ROD
 HA1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1285+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1996
 HA1285_ROD/PIPE-DEPTH: 5.9  meters
 HA1285
 HA1285  HISTORY     - Date     Condition        Report By
 HA1285  HISTORY     - 1986     MONUMENTED       NGS
 HA1285  HISTORY     - 19960809 GOOD             NGS
 HA1285
 HA1285                          STATION DESCRIPTION
 HA1285
 HA1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1285'11.5 KM (7.15 MI) SW FROM HENDERSON.
 HA1285'11.5 KM (7.15 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 60 FROM ITS
 HA1285'JUNCTION WITH U.S. HIGHWAY 41 IN HENDERSON, 13.7 M (44.7 FT) SOUTHEAST
 HA1285'OF THE CENTERLINE OF THE HIGHWAY, AND 11.1 M (36.4 FT) NORTHEAST OF
 HA1285'THE CENTER OF THE HENDERSON-CORYDON ROAD.  NOTE--ACCESS TO DATUM POINT
 HA1285'IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1285'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 HA1285'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HA1285
 HA1285                          STATION RECOVERY (1996)
 HA1285
 HA1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 HA1285'RECOVERY NOTE BY NGS 1996.  RECOVERED AS DESCRIBED WITH CHANGES.  THE
 HA1285'STATION IS 1.3 MI (2.1 KM) SOUTHWESTERLY ALONG U.S.  HIGHWAY 60 FROM
 HA1285'THE JUNCTION OF U.S.  HIGHWAY 60 AND STATE ROUTES 136 AND 425, AT THE
 HA1285'JUNCTION OF U.S.  HIGHWAY 60 AND OLD CORYDON ROAD (FORMERLY
 HA1285'HENDERSON-CORYDON ROAD) .  THE STATION IS LOCATED 1 M (3.3 FT) WEST OF
 HA1285'A STONE RIGHT OF WAY MAKER.  THE MARK IS ABOUT LEVEL WITH U.S. 60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1252 ***********************************************************************
 HA1252  DESIGNATION -  H 407
 HA1252  PID         -  HA1252
 HA1252  STATE/COUNTY-  KY/CALDWELL
 HA1252  USGS QUAD   -  CRIDER (1967)
 HA1252
 HA1252                         *CURRENT SURVEY CONTROL
 HA1252  ___________________________________________________________________
 HA1252* NAD 83(1986)-  37 09 56.     (N)    087 59 39.     (W)     SCALED    
 HA1252* NAVD 88     -       140.313  (meters)     460.34   (feet)  ADJUSTED  
 HA1252  ___________________________________________________________________
 HA1252  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HA1252  DYNAMIC HT  -         140.208 (meters)     460.00  (feet)  COMP
 HA1252  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 HA1252
 HA1252  VERT ORDER  -  FIRST     CLASS II
 HA1252
 HA1252.The horizontal coordinates were scaled from a topographic map and have
 HA1252.an estimated accuracy of +/- 6 seconds.
 HA1252
 HA1252.The orthometric height was determined by differential leveling
 HA1252.and adjusted by the National Geodetic Survey in June 1991..
 HA1252
 HA1252.The geoid height was determined by GEOID03.
 HA1252
 HA1252.The dynamic height is computed by dividing the NAVD 88
 HA1252.geopotential number by the normal gravity value computed on the
 HA1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1252.degrees latitude (g = 980.6199 gals.).
 HA1252
 HA1252.The modeled gravity was interpolated from observed gravity values.
 HA1252
 HA1252;                    North         East    Units  Estimated Accuracy
 HA1252;SPC KY1Z     - 1,094,760.    1,300,700.      MT  (+/- 180 meters Scaled)
 HA1252
 HA1252                          SUPERSEDED SURVEY CONTROL
 HA1252
 HA1252.No superseded survey control is available for this station.
 HA1252
 HA1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG117137(NAD 83)
 HA1252_MARKER: I = METAL ROD
 HA1252_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1252_SP_SET: STAINLESS STEEL ROD
 HA1252_STAMPING: H 407 1986
 HA1252_MARK LOGO: NGS   
 HA1252_PROJECTION: RECESSED 2 CENTIMETERS
 HA1252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1252+STABILITY: POSITION/ELEVATION WELL
 HA1252_ROD/PIPE-DEPTH: 4.0  meters
 HA1252
 HA1252  HISTORY     - Date     Condition        Report By
 HA1252  HISTORY     - 1986     MONUMENTED       NGS
 HA1252
 HA1252                          STATION DESCRIPTION
 HA1252
 HA1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1252'7.5 KM (4.65 MI) SE FROM FREDONIA.
 HA1252'7.5 KM (4.65 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 91 FROM ITS
 HA1252'JUNCTION WITH U.S. HIGHWAY 641 IN FREDONIA, 9.0 M (29.5 FT) SOUTHWEST
 HA1252'OF THE CENTERLINE OF THE HIGHWAY, 7.1 M (23.3 FT) SOUTHEAST OF THE
 HA1252'CENTER OF A PAVED ROAD LEADING SOUTHWEST, AND 0.8 M (2.6 FT) SOUTHEAST
 HA1252'OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HA1252'5-INCH LOGO CAP.
 HA1252'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 HA1252'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ2893 ***********************************************************************
 JZ2893  DESIGNATION -  H 408
 JZ2893  PID         -  JZ2893
 JZ2893  STATE/COUNTY-  KY/KENTON
 JZ2893  USGS QUAD   -  COVINGTON (1987)
 JZ2893
 JZ2893                         *CURRENT SURVEY CONTROL
 JZ2893  ___________________________________________________________________
 JZ2893* NAD 83(1993)-  39 04 25.18646(N)    084 33 29.43938(W)     ADJUSTED  
 JZ2893* NAVD 88     -       153.680  (meters)     504.20   (feet)  ADJUSTED  
 JZ2893  ___________________________________________________________________
 JZ2893  X           -     470,217.445 (meters)                     COMP
 JZ2893  Y           -  -4,935,922.827 (meters)                     COMP
 JZ2893  Z           -   3,998,744.467 (meters)                     COMP
 JZ2893  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 JZ2893  ELLIP HEIGHT-         119.67  (meters)          (04/07/03) GPS OBS
 JZ2893  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ2893  DYNAMIC HT  -         153.583 (meters)     503.88  (feet)  COMP
 JZ2893  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 JZ2893
 JZ2893  HORZ ORDER  -  FIRST
 JZ2893  VERT ORDER  -  FIRST     CLASS II
 JZ2893  ELLP ORDER  -  THIRD     CLASS I
 JZ2893
 JZ2893.The horizontal coordinates were established by GPS observations
 JZ2893.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 JZ2893
 JZ2893.The orthometric height was determined by differential leveling
 JZ2893.and adjusted by the National Geodetic Survey in June 1991..
 JZ2893
 JZ2893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2893
 JZ2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2893
 JZ2893.The ellipsoidal height was determined by GPS observations
 JZ2893.and is referenced to NAD 83.
 JZ2893
 JZ2893.The geoid height was determined by GEOID03.
 JZ2893
 JZ2893.The dynamic height is computed by dividing the NAVD 88
 JZ2893.geopotential number by the normal gravity value computed on the
 JZ2893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2893.degrees latitude (g = 980.6199 gals.).
 JZ2893
 JZ2893.The modeled gravity was interpolated from observed gravity values.
 JZ2893
 JZ2893;                    North         East     Units Scale Factor Converg.
 JZ2893;SPC KY1Z     - 1,304,811.647 1,603,146.092   MT  1.00012357   +0 43 54.2
 JZ2893;SPC KY1Z     - 4,280,869.55  5,259,655.14   sFT  1.00012357   +0 43 54.2
 JZ2893;SPC KY N     -   174,723.925   473,330.955   MT  1.00001802   -0 11 30.1
 JZ2893;SPC KY N     -   573,240.08  1,552,919.97   sFT  1.00001802   -0 11 30.1
 JZ2893;UTM  16      - 4,327,789.234   711,235.542   MT  1.00014945   +1 32 22.9
 JZ2893
 JZ2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2893!SPC KY1Z     -   0.99998122  x   1.00012357  =   1.00010479
 JZ2893!SPC KY N     -   0.99998122  x   1.00001802  =   0.99999924
 JZ2893!UTM  16      -   0.99998122  x   1.00014945  =   1.00013067
 JZ2893
 JZ2893:                Primary Azimuth Mark                     Grid Az
 JZ2893:SPC KY1Z     -  NKC 065 AZ MK                            008 09 33.0
 JZ2893:SPC KY N     -  NKC 065 AZ MK                            009 04 57.3
 JZ2893:UTM  16      -  NKC 065 AZ MK                            007 21 04.3
 JZ2893
 JZ2893|---------------------------------------------------------------------|
 JZ2893| PID    Reference Object                     Distance      Geod. Az  |
 JZ2893|                                                           dddmmss.s |
 JZ2893| DF5062 NKC 065 AZ MK                       468.947 METERS 0085327.2 |
 JZ2893|---------------------------------------------------------------------|
 JZ2893
 JZ2893                          SUPERSEDED SURVEY CONTROL
 JZ2893
 JZ2893  NAVD 88 (04/07/03)  153.68   (m)          504.2    (f) LEVELING    3  
 JZ2893
 JZ2893.Superseded values are not recommended for survey control.
 JZ2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2893.See file dsdata.txt to determine how the superseded data were derived.
 JZ2893
 JZ2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1123627789(NAD 83)
 JZ2893_MARKER: DV = VERTICAL CONTROL DISK
 JZ2893_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2893_SP_SET: BRIDGE ABUTMENT
 JZ2893_STAMPING: H 408 1986
 JZ2893_MARK LOGO: NGS   
 JZ2893_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2893+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2002
 JZ2893
 JZ2893  HISTORY     - Date     Condition        Report By
 JZ2893  HISTORY     - 1986     MONUMENTED       NGS
 JZ2893  HISTORY     - 20020611 GOOD             WOOLPT
 JZ2893
 JZ2893                          STATION DESCRIPTION
 JZ2893
 JZ2893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2893'1.4 KM (0.85 MI) SE FROM BROMLEY.
 JZ2893'0.4 KM (0.25 MI) SOUTHEAST ALONG MAIN STREET FROM THE INTERSECTION OF
 JZ2893'PIKE STREET IN BROMLEY, THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG BROMLEY
 JZ2893'AND CRESCENT SPRINGS ROAD (NO. 1005) TO THE MARK ON THE LEFT, IN THE
 JZ2893'NORTHEAST ABUTMENT OF THE BRIDGE OVER PLEASANT RUN CREEK, 3.9 METERS
 JZ2893'(13.0 FT) EAST OF THE CENTER OF THE ROAD.
 JZ2893'THE MARK IS 0.18 M ABOVE ROAD.
 JZ2893
 JZ2893                          STATION RECOVERY (2002)
 JZ2893
 JZ2893'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 JZ2893'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JZ2893' 
 JZ2893'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 JZ2893'THE HORIZON ARE, A
 JZ2893'LONE TREE APPROXIMATELY 30 FEET NORTH EXTENDING 60 DEGREES ABOVE THE
 JZ2893'HORIZON, A
 JZ2893'CLUSTER OF TREES APPROXIMATELY 50 FEET NORTHEAST TO EAST EXTENDING 15
 JZ2893'TO 25 DEGREES
 JZ2893'ABOVE THE HORIZON, A CLUSTER OF TREES APPROXIMATELY 60 FEET SOUTH
 JZ2893'EXTENDING 15 TO 25
 JZ2893'DEGREES ABOVE THE HORIZON, AND A CLUSTER OF TREES APPROXIMATELY 50
 JZ2893'FEET NORTHWEST
 JZ2893'EXTENDING 35 DEGREES ABOVE THE HORIZON.
 JZ2893' 
 JZ2893'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1986 ***********************************************************************
 HZ1986  DESIGNATION -  H 409
 HZ1986  PID         -  HZ1986
 HZ1986  STATE/COUNTY-  KY/FAYETTE
 HZ1986  USGS QUAD   -  GEORGETOWN (1993)
 HZ1986
 HZ1986                         *CURRENT SURVEY CONTROL
 HZ1986  ___________________________________________________________________
 HZ1986* NAD 83(1986)-  38 09 23.     (N)    084 32 43.     (W)     SCALED    
 HZ1986* NAVD 88     -       256.106  (meters)     840.24   (feet)  ADJUSTED  
 HZ1986  ___________________________________________________________________
 HZ1986  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HZ1986  DYNAMIC HT  -         255.919 (meters)     839.63  (feet)  COMP
 HZ1986  MODELED GRAV-     979,894.5   (mgal)                       NAVD 88
 HZ1986
 HZ1986  VERT ORDER  -  FIRST     CLASS II
 HZ1986
 HZ1986.The horizontal coordinates were scaled from a topographic map and have
 HZ1986.an estimated accuracy of +/- 6 seconds.
 HZ1986
 HZ1986.The orthometric height was determined by differential leveling
 HZ1986.and adjusted by the National Geodetic Survey in June 1991..
 HZ1986
 HZ1986.The geoid height was determined by GEOID03.
 HZ1986
 HZ1986.The dynamic height is computed by dividing the NAVD 88
 HZ1986.geopotential number by the normal gravity value computed on the
 HZ1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1986.degrees latitude (g = 980.6199 gals.).
 HZ1986
 HZ1986.The modeled gravity was interpolated from observed gravity values.
 HZ1986
 HZ1986;                    North         East    Units  Estimated Accuracy
 HZ1986;SPC KY1Z     - 1,203,010.    1,605,580.      MT  (+/- 180 meters Scaled)
 HZ1986
 HZ1986                          SUPERSEDED SURVEY CONTROL
 HZ1986
 HZ1986.No superseded survey control is available for this station.
 HZ1986
 HZ1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH150260(NAD 83)
 HZ1986_MARKER: DB = BENCH MARK DISK
 HZ1986_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1986_SP_SET: HEADWALL OF BRIDGE
 HZ1986_STAMPING: H 409 1986
 HZ1986_MARK LOGO: NGS   
 HZ1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1986+STABILITY: SURFACE MOTION
 HZ1986
 HZ1986  HISTORY     - Date     Condition        Report By
 HZ1986  HISTORY     - 1986     MONUMENTED       NGS
 HZ1986
 HZ1986                          STATION DESCRIPTION
 HZ1986
 HZ1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ1986'6.4 KM (4.0 MI) SOUTH FROM GEORGETOWN.
 HZ1986'6.4 KM (4.0 MI) SOUTH ALONG U.S. HIGHWAY 25 FROM THE COURTHOUSE IN
 HZ1986'GEORGETOWN, THENCE 0.08 KM (0.05 MI) NORTHEAST ALONG STATE HIGHWAY
 HZ1986'1963 TO THE MARK ON THE RIGHT, 6.2 METERS (20.5 FT) SOUTHEAST OF THE
 HZ1986'CENTER OF THE HIGHWAY.
 HZ1986'THE MARK IS 0.76 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0944 ***********************************************************************
 HA0944  DESIGNATION -  H 41
 HA0944  PID         -  HA0944
 HA0944  STATE/COUNTY-  KY/HENDERSON
 HA0944  USGS QUAD   -  HENDERSON (1993)
 HA0944
 HA0944                         *CURRENT SURVEY CONTROL
 HA0944  ___________________________________________________________________
 HA0944* NAD 83(1986)-  37 50 12.     (N)    087 34 38.     (W)     SCALED    
 HA0944* NAVD 88     -       118.373  (meters)     388.36   (feet)  ADJUSTED  
 HA0944  ___________________________________________________________________
 HA0944  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HA0944  DYNAMIC HT  -         118.291 (meters)     388.09  (feet)  COMP
 HA0944  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 HA0944
 HA0944  VERT ORDER  -  FIRST     CLASS II
 HA0944
 HA0944.The horizontal coordinates were scaled from a topographic map and have
 HA0944.an estimated accuracy of +/- 6 seconds.
 HA0944
 HA0944.The orthometric height was determined by differential leveling
 HA0944.and adjusted by the National Geodetic Survey in June 1991..
 HA0944
 HA0944.The geoid height was determined by GEOID03.
 HA0944
 HA0944.The dynamic height is computed by dividing the NAVD 88
 HA0944.geopotential number by the normal gravity value computed on the
 HA0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0944.degrees latitude (g = 980.6199 gals.).
 HA0944
 HA0944.The modeled gravity was interpolated from observed gravity values.
 HA0944
 HA0944;                    North         East    Units  Estimated Accuracy
 HA0944;SPC KY1Z     - 1,168,420.    1,339,180.      MT  (+/- 180 meters Scaled)
 HA0944
 HA0944                          SUPERSEDED SURVEY CONTROL
 HA0944
 HA0944  NGVD 29 (??/??/92)  118.460  (m)          388.65   (f) ADJ UNCH    1 2
 HA0944
 HA0944.Superseded values are not recommended for survey control.
 HA0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0944.See file dsdata.txt to determine how the superseded data were derived.
 HA0944
 HA0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG492878(NAD 83)
 HA0944_MARKER: DB = BENCH MARK DISK
 HA0944_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HA0944_SP_SET: BUILDING WALL
 HA0944_STAMPING: H 41 1934
 HA0944_MARK LOGO: CGS   
 HA0944_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0944+STABILITY: SURFACE MOTION
 HA0944
 HA0944  HISTORY     - Date     Condition        Report By
 HA0944  HISTORY     - 1934     MONUMENTED       CGS
 HA0944  HISTORY     - 1953     GOOD             NGS
 HA0944  HISTORY     - 1964     GOOD             NGS
 HA0944  HISTORY     - 1985     GOOD             NGS
 HA0944  HISTORY     - 19930821 GOOD             KYDT
 HA0944
 HA0944                          STATION DESCRIPTION
 HA0944
 HA0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0944'AT HENDERSON.
 HA0944'AT HENDERSON, IN THE EAST WALL OF THE LOUISVILLE AND NASHVILLE
 HA0944'RAILROAD STATION, 28.5 FEET SOUTH OF THE NORTHEAST CORNER, 35.6
 HA0944'FEET NORTH OF THE CENTER OF THE ENTRANCE TO THE GENERAL
 HA0944'WAITING ROOM, 13.6 FEET SOUTH OF THE CENTER OF THE ENTRANCE
 HA0944'TO THE WOMENS WAITING ROOM, 24.5 FEET WEST OF THE WEST RAIL,
 HA0944'ABOUT 6 INCHES ABOVE THE STATION PLATFORM, AND SET VERTICALLY.
 HA0944'NOTE-- NOW ABOUT FLUSH WITH PLATFORM.
 HA0944
 HA0944                          STATION RECOVERY (1964)
 HA0944
 HA0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HA0944'RECOVERED IN GOOD CONDITION.
 HA0944
 HA0944                          STATION RECOVERY (1985)
 HA0944
 HA0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA0944'RECOVERED IN GOOD CONDITION.
 HA0944
 HA0944                          STATION RECOVERY (1993)
 HA0944
 HA0944'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 HA0944'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2676 ***********************************************************************
 GZ2676  DESIGNATION -  H 410
 GZ2676  PID         -  GZ2676
 GZ2676  STATE/COUNTY-  KY/JESSAMINE
 GZ2676  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ2676
 GZ2676                         *CURRENT SURVEY CONTROL
 GZ2676  ___________________________________________________________________
 GZ2676* NAD 83(1986)-  37 53 08.     (N)    084 34 15.     (W)     SCALED    
 GZ2676* NAVD 88     -       290.512  (meters)     953.12   (feet)  ADJUSTED  
 GZ2676  ___________________________________________________________________
 GZ2676  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GZ2676  DYNAMIC HT  -         290.293 (meters)     952.40  (feet)  COMP
 GZ2676  MODELED GRAV-     979,868.4   (mgal)                       NAVD 88
 GZ2676
 GZ2676  VERT ORDER  -  FIRST     CLASS II
 GZ2676
 GZ2676.The horizontal coordinates were scaled from a topographic map and have
 GZ2676.an estimated accuracy of +/- 6 seconds.
 GZ2676
 GZ2676.The orthometric height was determined by differential leveling
 GZ2676.and adjusted by the National Geodetic Survey in June 1991..
 GZ2676
 GZ2676.The geoid height was determined by GEOID03.
 GZ2676
 GZ2676.The dynamic height is computed by dividing the NAVD 88
 GZ2676.geopotential number by the normal gravity value computed on the
 GZ2676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2676.degrees latitude (g = 980.6199 gals.).
 GZ2676
 GZ2676.The modeled gravity was interpolated from observed gravity values.
 GZ2676
 GZ2676;                    North         East    Units  Estimated Accuracy
 GZ2676;SPC KY1Z     - 1,172,930.    1,603,720.      MT  (+/- 180 meters Scaled)
 GZ2676
 GZ2676                          SUPERSEDED SURVEY CONTROL
 GZ2676
 GZ2676.No superseded survey control is available for this station.
 GZ2676
 GZ2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG136958(NAD 83)
 GZ2676_MARKER: DB = BENCH MARK DISK
 GZ2676_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GZ2676_SP_SET: MASSIVE CONCRETE
 GZ2676_STAMPING: H 410 1985
 GZ2676_MARK LOGO: NGS   
 GZ2676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2676+STABILITY: POSITION/ELEVATION WELL
 GZ2676
 GZ2676  HISTORY     - Date     Condition        Report By
 GZ2676  HISTORY     - 1985     MONUMENTED       NGS
 GZ2676
 GZ2676                          STATION DESCRIPTION
 GZ2676
 GZ2676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2676'IN NICHOLASVILLE.
 GZ2676'IN NICHOLASVILLE, 0.6 KM (0.4 MI) NORTHEAST ALONG U.S. HIGHWAY 27 FROM
 GZ2676'THE COUNTY COURTHOUSE, AT THE NICHOLASVILLE POLICE AND FIRE DEPARTMENT
 GZ2676'BUILDING, IN TOP OF NORTH INSIDE CORNER OF THE ENGINE HOUSE OF THE
 GZ2676'FIRE STATION, 12.0 METERS (39.0 FT) SOUTHEAST OF THE SOUTHEAST CURB OF
 GZ2676'THE HIGHWAY, 0.97 METER (3.2 FT) NORTHWEST OF THE NORTHWEST END OF THE
 GZ2676'ENTRANCE DOOR LEADING INTO THE POLICE STATION, 0.45 METER (1.5 FT)
 GZ2676'SOUTH OF THE NORTH INSIDE CORNER OF THE FIRE STATION.
 GZ2676'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0087 ***********************************************************************
 GZ0087  DESIGNATION -  H 42
 GZ0087  PID         -  GZ0087
 GZ0087  STATE/COUNTY-  KY/MADISON
 GZ0087  USGS QUAD   -  BIGHILL (1979)
 GZ0087
 GZ0087                         *CURRENT SURVEY CONTROL
 GZ0087  ___________________________________________________________________
 GZ0087* NAD 83(1986)-  37 33 38.     (N)    084 12 27.     (W)     SCALED    
 GZ0087* NAVD 88     -       241.294  (meters)     791.65   (feet)  ADJUSTED  
 GZ0087  ___________________________________________________________________
 GZ0087  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GZ0087  DYNAMIC HT  -         241.112 (meters)     791.05  (feet)  COMP
 GZ0087  MODELED GRAV-     979,868.1   (mgal)                       NAVD 88
 GZ0087
 GZ0087  VERT ORDER  -  SECOND    CLASS 0
 GZ0087
 GZ0087.The horizontal coordinates were scaled from a topographic map and have
 GZ0087.an estimated accuracy of +/- 6 seconds.
 GZ0087
 GZ0087.The orthometric height was determined by differential leveling
 GZ0087.and adjusted by the National Geodetic Survey in June 1991..
 GZ0087
 GZ0087.The geoid height was determined by GEOID03.
 GZ0087
 GZ0087.The dynamic height is computed by dividing the NAVD 88
 GZ0087.geopotential number by the normal gravity value computed on the
 GZ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0087.degrees latitude (g = 980.6199 gals.).
 GZ0087
 GZ0087.The modeled gravity was interpolated from observed gravity values.
 GZ0087
 GZ0087;                    North         East    Units  Estimated Accuracy
 GZ0087;SPC KY1Z     - 1,137,330.    1,636,270.      MT  (+/- 180 meters Scaled)
 GZ0087
 GZ0087                          SUPERSEDED SURVEY CONTROL
 GZ0087
 GZ0087  NGVD 29 (??/??/92)  241.444  (m)          792.14   (f) ADJ UNCH    2 0
 GZ0087
 GZ0087.Superseded values are not recommended for survey control.
 GZ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0087.See file dsdata.txt to determine how the superseded data were derived.
 GZ0087
 GZ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG466607(NAD 83)
 GZ0087_MARKER: DB = BENCH MARK DISK
 GZ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0087_STAMPING: H 42 1935
 GZ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0087+STABILITY: SURFACE MOTION
 GZ0087
 GZ0087  HISTORY     - Date     Condition        Report By
 GZ0087  HISTORY     - 1935     MONUMENTED       CGS
 GZ0087  HISTORY     - 1957     GOOD             NGS
 GZ0087
 GZ0087                          STATION DESCRIPTION
 GZ0087
 GZ0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ0087'0.4 MI N FROM BIGHILL.
 GZ0087'0.4 MILE NORTH ALONG U.S. HIGHWAY 421 FROM THE JUNCTION OF
 GZ0087'STATE HIGHWAY 21 AND POST OFFICE AT BIGHILL, 6.8 MILES SOUTHEAST
 GZ0087'OF KINGSTON, 58 YARDS SOUTH OF THE JUNCTION OF FARM ROAD EAST,
 GZ0087'55 YARDS NORTH OF THE JUNCTION OF A DRIVE WEST TO 2-STORY HOUSE
 GZ0087'WITH TAN BRICK COMPOSITION SIDING, 31 FEET EAST OF THE CENTER
 GZ0087'LINE OF HIGHWAY, 13.5 FEET NORTH OF THE NORTHWEST CORNER OF BARN,
 GZ0087'2 FEET WEST OF FENCE LINE AND ABOUT LEVEL WITH HIGHWAY.
 GZ0087'STANDARD DISK IN CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1319 ***********************************************************************
 GB1319  DESIGNATION -  H 43
 GB1319  PID         -  GB1319
 GB1319  STATE/COUNTY-  KY/CLINTON
 GB1319  USGS QUAD   -  ALBANY (1982)
 GB1319
 GB1319                         *CURRENT SURVEY CONTROL
 GB1319  ___________________________________________________________________
 GB1319* NAD 83(1986)-  36 43 43.     (N)    085 11 15.     (W)     SCALED    
 GB1319* NAVD 88     -       311.943  (meters)    1023.43   (feet)  ADJUSTED  
 GB1319  ___________________________________________________________________
 GB1319  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GB1319  DYNAMIC HT  -         311.677 (meters)    1022.56  (feet)  COMP
 GB1319  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 GB1319
 GB1319  VERT ORDER  -  SECOND    CLASS 0
 GB1319
 GB1319.The horizontal coordinates were scaled from a topographic map and have
 GB1319.an estimated accuracy of +/- 6 seconds.
 GB1319
 GB1319.The orthometric height was determined by differential leveling
 GB1319.and adjusted by the National Geodetic Survey in June 1991..
 GB1319
 GB1319.The geoid height was determined by GEOID03.
 GB1319
 GB1319.The dynamic height is computed by dividing the NAVD 88
 GB1319.geopotential number by the normal gravity value computed on the
 GB1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1319.degrees latitude (g = 980.6199 gals.).
 GB1319
 GB1319.The modeled gravity was interpolated from observed gravity values.
 GB1319
 GB1319;                    North         East    Units  Estimated Accuracy
 GB1319;SPC KY1Z     - 1,044,020.    1,550,250.      MT  (+/- 180 meters Scaled)
 GB1319
 GB1319                          SUPERSEDED SURVEY CONTROL
 GB1319
 GB1319  NGVD 29 (??/??/92)  312.066  (m)         1023.84   (f) ADJ UNCH    2 0
 GB1319
 GB1319.Superseded values are not recommended for survey control.
 GB1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1319.See file dsdata.txt to determine how the superseded data were derived.
 GB1319
 GB1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF618662(NAD 83)
 GB1319_MARKER: DB = BENCH MARK DISK
 GB1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1319_STAMPING: H 43 1935 1023.837
 GB1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1319+STABILITY: SURFACE MOTION
 GB1319
 GB1319  HISTORY     - Date     Condition        Report By
 GB1319  HISTORY     - 1935     MONUMENTED       CGS
 GB1319  HISTORY     - 1951     GOOD             NGS
 GB1319  HISTORY     - 1958     GOOD             NGS
 GB1319
 GB1319                          STATION DESCRIPTION
 GB1319
 GB1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1319'4.2 MI NW FROM ALBANY.
 GB1319'ABOUT 4.15 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM COURT
 GB1319'HOUSE AT ALBANY, ABOUT 0.1 MILE SOUTHEAST OF A CURVE WITH TANGENTS
 GB1319'EXTENDING SOUTHEAST AND NORTH, 37 FEET SOUTHWEST OF CENTER LINE
 GB1319'OF HIGHWAY, 96 FEET NORTHEAST OF EAST CORNER OF A 2-ROOM UNPAINTED
 GB1319'SHACK, 28 FEET SOUTHEAST OF CENTER LINE OF DRIVE TO SHACK, 27
 GB1319'FEET SOUTH-SOUTHWEST OF SOUTHEAST END OF A 12-INCH PIPE CULVERT
 GB1319'UNDER DRIVE, 7 FEET NORTHWEST OF A FENCE CORNER, 7 FEET NORTHWEST
 GB1319'OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE HIGHWAY AND SET
 GB1319'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- POST
 GB1319'IS SOLID BUT A PORTION OF CONCRETE HAS BEEN CHIPPED.  APPARENTLY
 GB1319'IT HAS BEEN HIT BY MACHINERY.
 GB1319
 GB1319                          STATION RECOVERY (1958)
 GB1319
 GB1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1012 ***********************************************************************
 GB1012  DESIGNATION -  H 44
 GB1012  PID         -  GB1012
 GB1012  STATE/COUNTY-  KY/WAYNE
 GB1012  USGS QUAD   -  MILL SPRINGS (1978)
 GB1012
 GB1012                         *CURRENT SURVEY CONTROL
 GB1012  ___________________________________________________________________
 GB1012* NAD 83(1993)-  36 53 26.88269(N)    084 47 48.69486(W)     ADJUSTED  
 GB1012* NAVD 88     -       280.346  (meters)     919.77   (feet)  ADJUSTED  
 GB1012  ___________________________________________________________________
 GB1012  X           -     463,182.606 (meters)                     COMP
 GB1012  Y           -  -5,086,431.339 (meters)                     COMP
 GB1012  Z           -   3,807,858.040 (meters)                     COMP
 GB1012  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 GB1012  ELLIP HEIGHT-         250.11  (meters)          (01/30/97) GPS OBS
 GB1012  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GB1012  DYNAMIC HT  -         280.120 (meters)     919.03  (feet)  COMP
 GB1012  MODELED GRAV-     979,814.6   (mgal)                       NAVD 88
 GB1012
 GB1012  HORZ ORDER  -  FIRST
 GB1012  VERT ORDER  -  SECOND    CLASS 0
 GB1012  ELLP ORDER  -  THIRD     CLASS II
 GB1012
 GB1012.The horizontal coordinates were established by GPS observations
 GB1012.and adjusted by the National Geodetic Survey in January 1997..
 GB1012
 GB1012.The orthometric height was determined by differential leveling
 GB1012.and adjusted by the National Geodetic Survey in June 1991..
 GB1012
 GB1012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB1012
 GB1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1012
 GB1012.The ellipsoidal height was determined by GPS observations
 GB1012.and is referenced to NAD 83.
 GB1012
 GB1012.The geoid height was determined by GEOID03.
 GB1012
 GB1012.The dynamic height is computed by dividing the NAVD 88
 GB1012.geopotential number by the normal gravity value computed on the
 GB1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1012.degrees latitude (g = 980.6199 gals.).
 GB1012
 GB1012.The modeled gravity was interpolated from observed gravity values.
 GB1012
 GB1012;                    North         East     Units Scale Factor Converg.
 GB1012;SPC KY1Z     - 1,062,305.547 1,584,964.693   MT  1.00005163   +0 35 06.7
 GB1012;SPC KY1Z     - 3,485,247.45  5,200,005.00   sFT  1.00005163   +0 35 06.7
 GB1012;SPC KY S     -   562,292.680   584,958.232   MT  0.99997515   +0 34 41.0
 GB1012;SPC KY S     - 1,844,788.57  1,919,150.47   sFT  0.99997515   +0 34 41.0
 GB1012;UTM  16      - 4,085,025.074   696,320.367   MT  1.00007483   +1 19 22.6
 GB1012
 GB1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1012!SPC KY1Z     -   0.99996075  x   1.00005163  =   1.00001238
 GB1012!SPC KY S     -   0.99996075  x   0.99997515  =   0.99993590
 GB1012!UTM  16      -   0.99996075  x   1.00007483  =   1.00003558
 GB1012
 GB1012                          SUPERSEDED SURVEY CONTROL
 GB1012
 GB1012  NAVD 88 (01/30/97)  280.35   (m)          919.8    (f) LEVELING    3  
 GB1012  NGVD 29 (??/??/92)  280.494  (m)          920.25   (f) ADJ UNCH    2 0
 GB1012
 GB1012.Superseded values are not recommended for survey control.
 GB1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1012.See file dsdata.txt to determine how the superseded data were derived.
 GB1012
 GB1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9632085025(NAD 83)
 GB1012_MARKER: DB = BENCH MARK DISK
 GB1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1012_STAMPING: H 44 1935 920.254
 GB1012_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1012+STABILITY: SURFACE MOTION
 GB1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB1012+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2001
 GB1012
 GB1012  HISTORY     - Date     Condition        Report By
 GB1012  HISTORY     - 1935     MONUMENTED       CGS
 GB1012  HISTORY     - 1951     GOOD             NGS
 GB1012  HISTORY     - 1957     GOOD             NGS
 GB1012  HISTORY     - 1975     GOOD             NGS
 GB1012  HISTORY     - 19951118 GOOD             LOWE
 GB1012  HISTORY     - 20010925 GOOD             KYDT
 GB1012
 GB1012                          STATION DESCRIPTION
 GB1012
 GB1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1012'0.6 MI NE FROM STEUBENVILLE.
 GB1012'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 90 FROM THE
 GB1012'BAPTIST CHURCH AT STEUBENVILLE, AT THE RESIDENCE OF JIM CORRELL,
 GB1012'21 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 123 FEET NORTHEAST
 GB1012'AND ACROSS DRIVE FROM THE NORTH CORNER OF HOUSE, 34 FEET
 GB1012'NORTHEAST OF CENTER LINE OF DRIVE, 28 FEET NORTHEAST OF A FENCE
 GB1012'CORNER, 1 1/2 FEET NORTHWEST OF A FENCE LINE, 1 FOOT SOUTHWEST
 GB1012'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND
 GB1012'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 GB1012
 GB1012                          STATION RECOVERY (1957)
 GB1012
 GB1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1012'RECOVERED IN GOOD CONDITION.
 GB1012
 GB1012                          STATION RECOVERY (1975)
 GB1012
 GB1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GB1012'RECOVERED IN GOOD CONDITION.
 GB1012
 GB1012                          STATION RECOVERY (1995)
 GB1012
 GB1012'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 GB1012'RECOVERED AS DESCRIBED.
 GB1012
 GB1012                          STATION RECOVERY (2001)
 GB1012
 GB1012'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RL)
 GB1012'MARK IS 0.6 MILE NORTHEAST ALONG OLD KY 90 FROM THE IMMANUEL
 GB1012'LIGHTHOUSE CHURCH AT STEUBENVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2884 ***********************************************************************
 GY2884  DESIGNATION -  H 45
 GY2884  PID         -  GY2884
 GY2884  STATE/COUNTY-  KY/LEE
 GY2884  USGS QUAD   -  HEIDELBERG (1976)
 GY2884
 GY2884                         *CURRENT SURVEY CONTROL
 GY2884  ___________________________________________________________________
 GY2884* NAD 83(1986)-  37 33 13.     (N)    083 46 14.     (W)     SCALED    
 GY2884* NAVD 88     -       203.562  (meters)     667.85   (feet)  ADJUSTED  
 GY2884  ___________________________________________________________________
 GY2884  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GY2884  DYNAMIC HT  -         203.407 (meters)     667.34  (feet)  COMP
 GY2884  MODELED GRAV-     979,866.3   (mgal)                       NAVD 88
 GY2884
 GY2884  VERT ORDER  -  SECOND    CLASS 0
 GY2884
 GY2884.The horizontal coordinates were scaled from a topographic map and have
 GY2884.an estimated accuracy of +/- 6 seconds.
 GY2884
 GY2884.The orthometric height was determined by differential leveling
 GY2884.and adjusted by the National Geodetic Survey in June 1991..
 GY2884
 GY2884.The geoid height was determined by GEOID03.
 GY2884
 GY2884.The dynamic height is computed by dividing the NAVD 88
 GY2884.geopotential number by the normal gravity value computed on the
 GY2884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2884.degrees latitude (g = 980.6199 gals.).
 GY2884
 GY2884.The modeled gravity was interpolated from observed gravity values.
 GY2884
 GY2884;                    North         East    Units  Estimated Accuracy
 GY2884;SPC KY1Z     - 1,137,280.    1,674,880.      MT  (+/- 180 meters Scaled)
 GY2884
 GY2884                          SUPERSEDED SURVEY CONTROL
 GY2884
 GY2884  NGVD 29 (??/??/92)  203.726  (m)          668.39   (f) ADJ UNCH    2 0
 GY2884
 GY2884.Superseded values are not recommended for survey control.
 GY2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2884.See file dsdata.txt to determine how the superseded data were derived.
 GY2884
 GY2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB552598(NAD 83)
 GY2884_MARKER: DB = BENCH MARK DISK
 GY2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2884_STAMPING: H 45 1935
 GY2884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2884+STABILITY: SURFACE MOTION
 GY2884
 GY2884  HISTORY     - Date     Condition        Report By
 GY2884  HISTORY     - 1935     MONUMENTED       CGS
 GY2884  HISTORY     - 1958     MARK NOT FOUND   NGS
 GY2884
 GY2884                          STATION DESCRIPTION
 GY2884
 GY2884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY2884'AT HEIDELBERG.
 GY2884'AT HEIDELBERG, LEE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GY2884'RAILROAD, 173 YARDS EAST OF THE STATION, 11 FEET NORTH OF THE
 GY2884'NORTH RAIL, 9 FEET EAST OF THE CENTER OF A WATER TANK, AND ABOUT
 GY2884'1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 45
 GY2884'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS WATER
 GY2884'TANK HAS BEEN REMOVED AND A DITCH HAS BEEN CUT AND THE GROUND
 GY2884'AT THE DESCRIBED LOCATION IS 3 FEET BELOW THE TRACK AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0020 ***********************************************************************
 GZ0020  DESIGNATION -  H 46
 GZ0020  PID         -  GZ0020
 GZ0020  STATE/COUNTY-  KY/ESTILL
 GZ0020  USGS QUAD   -  PANOLA (1976)
 GZ0020
 GZ0020                         *CURRENT SURVEY CONTROL
 GZ0020  ___________________________________________________________________
 GZ0020* NAD 83(1986)-  37 42 06.     (N)    084 03 04.     (W)     SCALED    
 GZ0020* NAVD 88     -       280.680  (meters)     920.86   (feet)  ADJUSTED  
 GZ0020  ___________________________________________________________________
 GZ0020  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GZ0020  DYNAMIC HT  -         280.468 (meters)     920.17  (feet)  COMP
 GZ0020  MODELED GRAV-     979,866.2   (mgal)                       NAVD 88
 GZ0020
 GZ0020  VERT ORDER  -  SECOND    CLASS 0
 GZ0020
 GZ0020.The horizontal coordinates were scaled from a topographic map and have
 GZ0020.an estimated accuracy of +/- 6 seconds.
 GZ0020
 GZ0020.The orthometric height was determined by differential leveling
 GZ0020.and adjusted by the National Geodetic Survey in June 1991..
 GZ0020
 GZ0020.The geoid height was determined by GEOID03.
 GZ0020
 GZ0020.The dynamic height is computed by dividing the NAVD 88
 GZ0020.geopotential number by the normal gravity value computed on the
 GZ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0020.degrees latitude (g = 980.6199 gals.).
 GZ0020
 GZ0020.The modeled gravity was interpolated from observed gravity values.
 GZ0020
 GZ0020;                    North         East    Units  Estimated Accuracy
 GZ0020;SPC KY1Z     - 1,153,220.    1,649,800.      MT  (+/- 180 meters Scaled)
 GZ0020
 GZ0020                          SUPERSEDED SURVEY CONTROL
 GZ0020
 GZ0020  NGVD 29 (??/??/92)  280.834  (m)          921.37   (f) ADJ UNCH    2 0
 GZ0020
 GZ0020.Superseded values are not recommended for survey control.
 GZ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0020.See file dsdata.txt to determine how the superseded data were derived.
 GZ0020
 GZ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG599768(NAD 83)
 GZ0020_MARKER: DB = BENCH MARK DISK
 GZ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0020_STAMPING: H 46 1935
 GZ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0020+STABILITY: SURFACE MOTION
 GZ0020
 GZ0020  HISTORY     - Date     Condition        Report By
 GZ0020  HISTORY     - 1935     MONUMENTED       CGS
 GZ0020  HISTORY     - 1958     GOOD             NGS
 GZ0020
 GZ0020                          STATION DESCRIPTION
 GZ0020
 GZ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0020'5.2 MI W FROM IRVINE.
 GZ0020'5.2 MILES WEST ALONG STATE HIGHWAY 52 FROM THE COURT HOUSE
 GZ0020'AT IRVINE, 0.55 MILE WEST OF POST OFFICE RICE STATION, 135 FEET
 GZ0020'NORTHWEST AND ACROSS HIGHWAY FROM THE NORTHWEST CORNER OF RICE
 GZ0020'STATION CHRISTIAN CHURCH, 58 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GZ0020'CORNER OF A FARM HOUSE, 26.5 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 GZ0020'IN THE SOUTHWEST CORNER OF A YARD, 1.5 FEET EAST OF THE WEST
 GZ0020'YARD FENCE, 1 FOOT NORTHEAST OF AN ANGLING PLANK FENCE, AND ABOUT
 GZ0020'1 FOOT ABOVE LEVEL OF HIGHWAY.  STANDARD DISK IN CONCRETE POST,
 GZ0020'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3060 ***********************************************************************
 GZ3060  DESIGNATION -  H 47 RESET
 GZ3060  PID         -  GZ3060
 GZ3060  STATE/COUNTY-  KY/LINCOLN
 GZ3060  USGS QUAD   -  CRAB ORCHARD (1952)
 GZ3060
 GZ3060                         *CURRENT SURVEY CONTROL
 GZ3060  ___________________________________________________________________
 GZ3060* NAD 83(1986)-  37 28 21.     (N)    084 33 29.     (W)     SCALED    
 GZ3060* NAVD 88     -       270.94   (meters)     888.9    (feet)  RESET     
 GZ3060  ___________________________________________________________________
 GZ3060  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GZ3060
 GZ3060  VERT ORDER  -  THIRD
 GZ3060
 GZ3060.The horizontal coordinates were scaled from a topographic map and have
 GZ3060.an estimated accuracy of +/- 6 seconds.
 GZ3060
 GZ3060.The orthometric height was computed from unverified reset data.
 GZ3060.No vertical observational check was made to the station.
 GZ3060
 GZ3060.The geoid height was determined by GEOID03.
 GZ3060
 GZ3060;                    North         East    Units  Estimated Accuracy
 GZ3060;SPC KY1Z     - 1,127,100.    1,605,430.      MT  (+/- 180 meters Scaled)
 GZ3060
 GZ3060                          SUPERSEDED SURVEY CONTROL
 GZ3060
 GZ3060  NGVD 29 (10/08/05)  271.09   (m)          889.4    (f) RESET       3  
 GZ3060
 GZ3060.Superseded values are not recommended for survey control.
 GZ3060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3060.See file dsdata.txt to determine how the superseded data were derived.
 GZ3060
 GZ3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG159500(NAD 83)
 GZ3060_MARKER: DB = BENCH MARK DISK
 GZ3060_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GZ3060_SP_SET: ABUTMENT
 GZ3060_STAMPING: H 47 RESET 1985
 GZ3060_MARK LOGO: NGS   
 GZ3060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3060
 GZ3060  HISTORY     - Date     Condition        Report By
 GZ3060  HISTORY     - 1985     MONUMENTED       NGS
 GZ3060
 GZ3060                          STATION DESCRIPTION
 GZ3060
 GZ3060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ3060'6.9 KM (4.30 MI) WNW FROM CRAB ORCHARD.
 GZ3060'5.4 KM (3.35 MI) NORTHWEST ON US HIGHWAY 150 FROM THE JUNCTION WITH
 GZ3060'STATE ROUTE 39 IN CRAB ORCHARD, THEN LEFT (SOUTH) 1.2 KM (0.75 MI) ON
 GZ3060'A GRAVEL ROAD TO A RAILROAD TRACK, THEN PACK 0.3 KM (0.20 MI) EAST
 GZ3060'ALONG RAILROAD TO THE BRIDGE OVER CEDAR CREEK AND THE MARK, IN THE
 GZ3060'TOP OF THE NORTH END OF THE WEST ABUTMENT.
 GZ3060'THE MARK IS 2.6 METERS  N FROM  NORTH RAIL
 GZ3060'THE MARK IS 0.3 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0094 ***********************************************************************
 GB0094  DESIGNATION -  H 49
 GB0094  PID         -  GB0094
 GB0094  STATE/COUNTY-  KY/WHITLEY
 GB0094  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0094
 GB0094                         *CURRENT SURVEY CONTROL
 GB0094  ___________________________________________________________________
 GB0094* NAD 83(1986)-  36 44 28.     (N)    084 09 49.     (W)     SCALED    
 GB0094* NAVD 88     -       289.803  (meters)     950.80   (feet)  ADJUSTED  
 GB0094  ___________________________________________________________________
 GB0094  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GB0094  DYNAMIC HT  -         289.563 (meters)     950.01  (feet)  COMP
 GB0094  MODELED GRAV-     979,797.3   (mgal)                       NAVD 88
 GB0094
 GB0094  VERT ORDER  -  SECOND    CLASS 0
 GB0094
 GB0094.The horizontal coordinates were scaled from a topographic map and have
 GB0094.an estimated accuracy of +/- 6 seconds.
 GB0094
 GB0094.The orthometric height was determined by differential leveling
 GB0094.and adjusted by the National Geodetic Survey in June 1991..
 GB0094
 GB0094.The geoid height was determined by GEOID03.
 GB0094
 GB0094.The dynamic height is computed by dividing the NAVD 88
 GB0094.geopotential number by the normal gravity value computed on the
 GB0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0094.degrees latitude (g = 980.6199 gals.).
 GB0094
 GB0094.The modeled gravity was interpolated from observed gravity values.
 GB0094
 GB0094;                    North         East    Units  Estimated Accuracy
 GB0094;SPC KY1Z     - 1,046,460.    1,641,690.      MT  (+/- 180 meters Scaled)
 GB0094
 GB0094                          SUPERSEDED SURVEY CONTROL
 GB0094
 GB0094  NGVD 29 (??/??/92)  289.957  (m)          951.30   (f) ADJ UNCH    2 0
 GB0094
 GB0094.Superseded values are not recommended for survey control.
 GB0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0094.See file dsdata.txt to determine how the superseded data were derived.
 GB0094
 GB0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF532699(NAD 83)
 GB0094_MARKER: DB = BENCH MARK DISK
 GB0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0094_STAMPING: H 49 1935 951.301
 GB0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0094+STABILITY: SURFACE MOTION
 GB0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0094+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GB0094
 GB0094  HISTORY     - Date     Condition        Report By
 GB0094  HISTORY     - 1935     MONUMENTED       CGS
 GB0094  HISTORY     - 1950     GOOD             NGS
 GB0094  HISTORY     - 1957     GOOD             NGS
 GB0094  HISTORY     - 20060112 GOOD             KYTC
 GB0094
 GB0094                          STATION DESCRIPTION
 GB0094
 GB0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0094'AT WILLIAMSBURG.
 GB0094'AT WILLIAMSBURG, ABOUT 155 YARDS NORTHWEST ALONG THE LOUISVILLE
 GB0094'AND NASHVILLE RAILROAD FROM THE STATION, 11 1/2 FEET NORTHEAST
 GB0094'OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 9 FEET SOUTH OF THE
 GB0094'WEST CORNER OF A STONE FENCE AROUND A WHITE HOUSE, 6 1/2 FEET
 GB0094'SOUTHWEST OF THE SOUTHWEST FACE OF STONE WALL, 5.3 FEET SOUTHEAST
 GB0094'OF THE FIFTH TELEPHONE POLE NORTHWEST OF THE STATION, ABOUT 1 1/2
 GB0094'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GB0094'ABOUT 12 INCHES UNDER GROUND.
 GB0094
 GB0094                          STATION RECOVERY (1957)
 GB0094
 GB0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0094'RECOVERED IN GOOD CONDITION.
 GB0094
 GB0094                          STATION RECOVERY (2006)
 GB0094
 GB0094'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0094'MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST AND SIGN AND LEFT
 GB0094'UNCOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0126 ***********************************************************************
 GB0126  DESIGNATION -  H 50
 GB0126  PID         -  GB0126
 GB0126  STATE/COUNTY-  KY/WHITLEY
 GB0126  USGS QUAD   -  HOLLYHILL (1982)
 GB0126
 GB0126                         *CURRENT SURVEY CONTROL
 GB0126  ___________________________________________________________________
 GB0126* NAD 83(1986)-  36 40 56.     (N)    084 15 20.     (W)     SCALED    
 GB0126* NAVD 88     -       296.941  (meters)     974.21   (feet)  ADJUSTED  
 GB0126  ___________________________________________________________________
 GB0126  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GB0126  DYNAMIC HT  -         296.697 (meters)     973.41  (feet)  COMP
 GB0126  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 GB0126
 GB0126  VERT ORDER  -  SECOND    CLASS 0
 GB0126
 GB0126.The horizontal coordinates were scaled from a topographic map and have
 GB0126.an estimated accuracy of +/- 6 seconds.
 GB0126
 GB0126.The orthometric height was determined by differential leveling
 GB0126.and adjusted by the National Geodetic Survey in June 1991..
 GB0126
 GB0126.The geoid height was determined by GEOID03.
 GB0126
 GB0126.The dynamic height is computed by dividing the NAVD 88
 GB0126.geopotential number by the normal gravity value computed on the
 GB0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0126.degrees latitude (g = 980.6199 gals.).
 GB0126
 GB0126.The modeled gravity was interpolated from observed gravity values.
 GB0126
 GB0126;                    North         East    Units  Estimated Accuracy
 GB0126;SPC KY1Z     - 1,039,790.    1,633,590.      MT  (+/- 180 meters Scaled)
 GB0126
 GB0126                          SUPERSEDED SURVEY CONTROL
 GB0126
 GB0126  NGVD 29 (??/??/92)  297.088  (m)          974.70   (f) ADJ UNCH    2 0
 GB0126
 GB0126.Superseded values are not recommended for survey control.
 GB0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0126.See file dsdata.txt to determine how the superseded data were derived.
 GB0126
 GB0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF452631(NAD 83)
 GB0126_MARKER: DB = BENCH MARK DISK
 GB0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0126_SP_SET: ABUTMENT
 GB0126_STAMPING: H 50 1935 974.696
 GB0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0126+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1996
 GB0126
 GB0126  HISTORY     - Date     Condition        Report By
 GB0126  HISTORY     - 1935     MONUMENTED       CGS
 GB0126  HISTORY     - 1951     GOOD             NGS
 GB0126  HISTORY     - 1957     GOOD             NGS
 GB0126  HISTORY     - 19960619 GOOD             KYDT
 GB0126
 GB0126                          STATION DESCRIPTION
 GB0126
 GB0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0126'8.3 MI SW FROM WILLIAMSBURG.
 GB0126'ABOUT 8.3 MILES SOUTHWEST ALONG STATE HIGHWAY 92 FROM THE
 GB0126'LOUISVILLE AND NASHVILLE RAILROAD STATION AT WILLIAMSBURG,
 GB0126'SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT
 GB0126'OF THE BRIDGE OVER JELLICO CREEK, 16 FEET NORTHWEST OF THE
 GB0126'CENTER LINE OF THE HIGHWAY AND ABOUT 1 1/2 FEET BELOW THE
 GB0126'HIGHWAY.
 GB0126
 GB0126                          STATION RECOVERY (1957)
 GB0126
 GB0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0126'RECOVERED IN GOOD CONDITION.
 GB0126
 GB0126                          STATION RECOVERY (1996)
 GB0126
 GB0126'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2722 ***********************************************************************
 GA2722  DESIGNATION -  H 54
 GA2722  PID         -  GA2722
 GA2722  STATE/COUNTY-  KY/BELL
 GA2722  USGS QUAD   -  PINEVILLE (1974)
 GA2722
 GA2722                         *CURRENT SURVEY CONTROL
 GA2722  ___________________________________________________________________
 GA2722* NAD 83(1986)-  36 45 47.     (N)    083 41 30.     (W)     SCALED    
 GA2722* NAVD 88     -       312.373  (meters)    1024.84   (feet)  ADJUSTED  
 GA2722  ___________________________________________________________________
 GA2722  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GA2722  DYNAMIC HT  -         312.107 (meters)    1023.97  (feet)  COMP
 GA2722  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 GA2722
 GA2722  VERT ORDER  -  SECOND    CLASS 0
 GA2722
 GA2722.The horizontal coordinates were scaled from a topographic map and have
 GA2722.an estimated accuracy of +/- 6 seconds.
 GA2722
 GA2722.The orthometric height was determined by differential leveling
 GA2722.and adjusted by the National Geodetic Survey in June 1991..
 GA2722
 GA2722.The geoid height was determined by GEOID03.
 GA2722
 GA2722.The dynamic height is computed by dividing the NAVD 88
 GA2722.geopotential number by the normal gravity value computed on the
 GA2722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2722.degrees latitude (g = 980.6199 gals.).
 GA2722
 GA2722.The modeled gravity was interpolated from observed gravity values.
 GA2722
 GA2722;                    North         East    Units  Estimated Accuracy
 GA2722;SPC KY1Z     - 1,049,720.    1,683,790.      MT  (+/- 180 meters Scaled)
 GA2722
 GA2722                          SUPERSEDED SURVEY CONTROL
 GA2722
 GA2722  NGVD 29 (??/??/92)  312.522  (m)         1025.33   (f) ADJ UNCH    2 0
 GA2722
 GA2722.Superseded values are not recommended for survey control.
 GA2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2722.See file dsdata.txt to determine how the superseded data were derived.
 GA2722
 GA2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA597719(NAD 83)
 GA2722_MARKER: DB = BENCH MARK DISK
 GA2722_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2722_SP_SET: ABUTMENT
 GA2722_STAMPING: H 54 1935 1025.333
 GA2722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2722
 GA2722  HISTORY     - Date     Condition        Report By
 GA2722  HISTORY     - 1935     MONUMENTED       CGS
 GA2722  HISTORY     - 1957     POOR             NGS
 GA2722  HISTORY     - 1975     GOOD             NGS
 GA2722
 GA2722                          STATION DESCRIPTION
 GA2722
 GA2722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2722'AT PINEVILLE.
 GA2722'AT PINEVILLE, 0.15 MILE SOUTH OF THE CROSSING OF THE L. AND N.
 GA2722'RR. AND STATE HIGHWAY 66, IN THE WEST END OF THE SOUTH ABUTMENT
 GA2722'OF RAILROAD BRIDGE OVER STRAIGHT CREEK, ABOUT 28 RAILS NORTH OF
 GA2722'THE ABANDONED PASSENGER STATION, 8 FEET WEST OF THE WEST RAIL,
 GA2722'AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
 GA2722
 GA2722                          STATION RECOVERY (1975)
 GA2722
 GA2722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1146 ***********************************************************************
 HZ1146  DESIGNATION -  H 55
 HZ1146  PID         -  HZ1146
 HZ1146  STATE/COUNTY-  KY/SHELBY
 HZ1146  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1146
 HZ1146                         *CURRENT SURVEY CONTROL
 HZ1146  ___________________________________________________________________
 HZ1146* NAD 83(1986)-  38 12 39.     (N)    085 12 57.     (W)     SCALED    
 HZ1146* NAVD 88     -       230.683  (meters)     756.83   (feet)  ADJUSTED  
 HZ1146  ___________________________________________________________________
 HZ1146  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ1146  DYNAMIC HT  -         230.521 (meters)     756.30  (feet)  COMP
 HZ1146  MODELED GRAV-     979,919.6   (mgal)                       NAVD 88
 HZ1146
 HZ1146  VERT ORDER  -  FIRST     CLASS II
 HZ1146
 HZ1146.The horizontal coordinates were scaled from a topographic map and have
 HZ1146.an estimated accuracy of +/- 6 seconds.
 HZ1146
 HZ1146.The orthometric height was determined by differential leveling
 HZ1146.and adjusted by the National Geodetic Survey in June 1991..
 HZ1146
 HZ1146.The geoid height was determined by GEOID03.
 HZ1146
 HZ1146.The dynamic height is computed by dividing the NAVD 88
 HZ1146.geopotential number by the normal gravity value computed on the
 HZ1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1146.degrees latitude (g = 980.6199 gals.).
 HZ1146
 HZ1146.The modeled gravity was interpolated from observed gravity values.
 HZ1146
 HZ1146;                    North         East    Units  Estimated Accuracy
 HZ1146;SPC KY1Z     - 1,208,510.    1,546,780.      MT  (+/- 180 meters Scaled)
 HZ1146
 HZ1146                          SUPERSEDED SURVEY CONTROL
 HZ1146
 HZ1146  NGVD 29 (??/??/92)  230.832  (m)          757.32   (f) ADJ UNCH    1 2
 HZ1146
 HZ1146.Superseded values are not recommended for survey control.
 HZ1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1146.See file dsdata.txt to determine how the superseded data were derived.
 HZ1146
 HZ1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH562307(NAD 83)
 HZ1146_MARKER: DB = BENCH MARK DISK
 HZ1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1146_STAMPING: H 55 1935
 HZ1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1146+STABILITY: SURFACE MOTION
 HZ1146
 HZ1146  HISTORY     - Date     Condition        Report By
 HZ1146  HISTORY     - 1935     MONUMENTED       CGS
 HZ1146  HISTORY     - 1954     GOOD             NGS
 HZ1146
 HZ1146                          STATION DESCRIPTION
 HZ1146
 HZ1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1146'AT SHELBYVILLE.
 HZ1146'AT SHELBYVILLE, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 HZ1146'FIFTH AND MAIN STREETS, IN A SMALL CITY PARK, 15 1/2 FEET SOUTH
 HZ1146'OF THE SOUTH CURB OF MAIN STREET, 8 1/2 FEET EAST OF THE EAST
 HZ1146'CURB OF FIFTH STREET, 5 FEET WEST OF THE WEST END OF CAPT.
 HZ1146'WILLIAM SHANNON MEMORIAL, 3 1/2 FEET EAST-NORTHEAST OF A FLAG
 HZ1146'POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1343 ***********************************************************************
 GZ1343  DESIGNATION -  H 56
 GZ1343  PID         -  GZ1343
 GZ1343  STATE/COUNTY-  KY/WASHINGTON
 GZ1343  USGS QUAD   -  SPRINGFIELD (1979)
 GZ1343
 GZ1343                         *CURRENT SURVEY CONTROL
 GZ1343  ___________________________________________________________________
 GZ1343* NAD 83(1986)-  37 38 26.     (N)    085 14 59.     (W)     SCALED    
 GZ1343* NAVD 88     -       231.875  (meters)     760.74   (feet)  ADJUSTED  
 GZ1343  ___________________________________________________________________
 GZ1343  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GZ1343  DYNAMIC HT  -         231.693 (meters)     760.15  (feet)  COMP
 GZ1343  MODELED GRAV-     979,839.7   (mgal)                       NAVD 88
 GZ1343
 GZ1343  VERT ORDER  -  SECOND    CLASS 0
 GZ1343
 GZ1343.The horizontal coordinates were scaled from a topographic map and have
 GZ1343.an estimated accuracy of +/- 6 seconds.
 GZ1343
 GZ1343.The orthometric height was determined by differential leveling
 GZ1343.and adjusted by the National Geodetic Survey in June 1991..
 GZ1343
 GZ1343.The geoid height was determined by GEOID03.
 GZ1343
 GZ1343.The dynamic height is computed by dividing the NAVD 88
 GZ1343.geopotential number by the normal gravity value computed on the
 GZ1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1343.degrees latitude (g = 980.6199 gals.).
 GZ1343
 GZ1343.The modeled gravity was interpolated from observed gravity values.
 GZ1343
 GZ1343;                    North         East    Units  Estimated Accuracy
 GZ1343;SPC KY1Z     - 1,145,200.    1,544,150.      MT  (+/- 180 meters Scaled)
 GZ1343
 GZ1343                          SUPERSEDED SURVEY CONTROL
 GZ1343
 GZ1343  NGVD 29 (??/??/92)  232.015  (m)          761.20   (f) ADJ UNCH    2 0
 GZ1343
 GZ1343.Superseded values are not recommended for survey control.
 GZ1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1343.See file dsdata.txt to determine how the superseded data were derived.
 GZ1343
 GZ1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG544673(NAD 83)
 GZ1343_MARKER: DB = BENCH MARK DISK
 GZ1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1343_STAMPING: H 56 1935
 GZ1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1343+STABILITY: SURFACE MOTION
 GZ1343
 GZ1343  HISTORY     - Date     Condition        Report By
 GZ1343  HISTORY     - 1935     MONUMENTED       CGS
 GZ1343  HISTORY     - 1950     GOOD             NGS
 GZ1343
 GZ1343                          STATION DESCRIPTION
 GZ1343
 GZ1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1343'3.4 MI S FROM SPRINGFIELD.
 GZ1343'3.4 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 GZ1343'AT SPRINGFIELD, WASHINGTON COUNTY, 108 YARDS NORTHEAST OF THE
 GZ1343'JUNCTION OF A GRAVEL ROAD, 89 YARDS NORTHEAST OF THE JUNCTION
 GZ1343'OF A DRIVEWAY TO THE W.M. SHERRILL FARMHOUSE, 26.4 FEET EAST OF
 GZ1343'THE CENTERLINE OF THE HIGHWAY, 6.3 FEET SOUTHWEST OF TELEPHONE
 GZ1343'POLE 2523, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY, A STANDARD
 GZ1343'DISK, STAMPED H 56 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2366 ***********************************************************************
 GZ2366  DESIGNATION -  H 59
 GZ2366  PID         -  GZ2366
 GZ2366  STATE/COUNTY-  KY/HARDIN
 GZ2366  USGS QUAD   -  COLESBURG (1991)
 GZ2366
 GZ2366                         *CURRENT SURVEY CONTROL
 GZ2366  ___________________________________________________________________
 GZ2366* NAD 83(1986)-  37 48 20.     (N)    085 45 06.     (W)     SCALED    
 GZ2366* NAVD 88     -       136.977  (meters)     449.40   (feet)  ADJUSTED  
 GZ2366  ___________________________________________________________________
 GZ2366  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GZ2366  DYNAMIC HT  -         136.877 (meters)     449.07  (feet)  COMP
 GZ2366  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 GZ2366
 GZ2366  VERT ORDER  -  SECOND    CLASS 0
 GZ2366
 GZ2366.The horizontal coordinates were scaled from a topographic map and have
 GZ2366.an estimated accuracy of +/- 6 seconds.
 GZ2366
 GZ2366.The orthometric height was determined by differential leveling
 GZ2366.and adjusted by the National Geodetic Survey in June 1991..
 GZ2366
 GZ2366.The geoid height was determined by GEOID03.
 GZ2366
 GZ2366.The dynamic height is computed by dividing the NAVD 88
 GZ2366.geopotential number by the normal gravity value computed on the
 GZ2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2366.degrees latitude (g = 980.6199 gals.).
 GZ2366
 GZ2366.The modeled gravity was interpolated from observed gravity values.
 GZ2366
 GZ2366;                    North         East    Units  Estimated Accuracy
 GZ2366;SPC KY1Z     - 1,163,390.    1,499,850.      MT  (+/- 180 meters Scaled)
 GZ2366
 GZ2366                          SUPERSEDED SURVEY CONTROL
 GZ2366
 GZ2366  NGVD 29 (??/??/92)  137.115  (m)          449.85   (f) ADJ UNCH    2 0
 GZ2366
 GZ2366.Superseded values are not recommended for survey control.
 GZ2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2366.See file dsdata.txt to determine how the superseded data were derived.
 GZ2366
 GZ2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG098849(NAD 83)
 GZ2366_MARKER: DB = BENCH MARK DISK
 GZ2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2366_STAMPING: H 59 1935
 GZ2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2366+STABILITY: SURFACE MOTION
 GZ2366
 GZ2366  HISTORY     - Date     Condition        Report By
 GZ2366  HISTORY     - 1935     MONUMENTED       CGS
 GZ2366  HISTORY     - 1930     MARK NOT FOUND   NGS
 GZ2366  HISTORY     - 1983     MARK NOT FOUND   KYDT
 GZ2366
 GZ2366                          STATION DESCRIPTION
 GZ2366
 GZ2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ2366'2 MI N FROM COLESBURG.
 GZ2366'2.0 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ2366'FROM THE STATION AT COLESBURG, HARDIN COUNTY, 39 YARDS NORTH OF
 GZ2366'MILEPOST L 32, 30 YARDS SOUTH OF A GRAVEL-ROAD CROSSING, AT
 GZ2366'BOOTH, 41.8 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION,
 GZ2366'10.1 FEET EAST OF THE EAST RAIL, 26.8 FEET WEST OF A FENCE, AND
 GZ2366'ABOUT 6 INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 GZ2366'H 59 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GZ2366
 GZ2366                          STATION RECOVERY (1930)
 GZ2366
 GZ2366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1930
 GZ2366'MARK NOT FOUND.
 GZ2366
 GZ2366                          STATION RECOVERY (1983)
 GZ2366
 GZ2366'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ2366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2314 ***********************************************************************
 GZ2314  DESIGNATION -  H 6
 GZ2314  PID         -  GZ2314
 GZ2314  STATE/COUNTY-  KY/HARDIN
 GZ2314  USGS QUAD   -  CECILIA (1992)
 GZ2314
 GZ2314                         *CURRENT SURVEY CONTROL
 GZ2314  ___________________________________________________________________
 GZ2314* NAD 83(1986)-  37 43 17.     (N)    085 58 01.     (W)     SCALED    
 GZ2314* NAVD 88     -       247.234  (meters)     811.13   (feet)  ADJUSTED  
 GZ2314  ___________________________________________________________________
 GZ2314  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GZ2314  DYNAMIC HT  -         247.050 (meters)     810.53  (feet)  COMP
 GZ2314  MODELED GRAV-     979,879.0   (mgal)                       NAVD 88
 GZ2314
 GZ2314  VERT ORDER  -  FIRST     CLASS II
 GZ2314
 GZ2314.The horizontal coordinates were scaled from a topographic map and have
 GZ2314.an estimated accuracy of +/- 6 seconds.
 GZ2314
 GZ2314.The orthometric height was determined by differential leveling
 GZ2314.and adjusted by the National Geodetic Survey in June 1991..
 GZ2314
 GZ2314.The geoid height was determined by GEOID03.
 GZ2314
 GZ2314.The dynamic height is computed by dividing the NAVD 88
 GZ2314.geopotential number by the normal gravity value computed on the
 GZ2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2314.degrees latitude (g = 980.6199 gals.).
 GZ2314
 GZ2314.The modeled gravity was interpolated from observed gravity values.
 GZ2314
 GZ2314;                    North         East    Units  Estimated Accuracy
 GZ2314;SPC KY1Z     - 1,154,070.    1,480,880.      MT  (+/- 180 meters Scaled)
 GZ2314
 GZ2314                          SUPERSEDED SURVEY CONTROL
 GZ2314
 GZ2314  NGVD 29 (??/??/92)  247.351  (m)          811.52   (f) ADJ UNCH    1 2
 GZ2314
 GZ2314.Superseded values are not recommended for survey control.
 GZ2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2314.See file dsdata.txt to determine how the superseded data were derived.
 GZ2314
 GZ2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG910754(NAD 83)
 GZ2314_MARKER: DB = BENCH MARK DISK
 GZ2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2314_STAMPING: H 6 1921
 GZ2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2314+STABILITY: SURFACE MOTION
 GZ2314
 GZ2314  HISTORY     - Date     Condition        Report By
 GZ2314  HISTORY     - 1921     MONUMENTED       CGS
 GZ2314  HISTORY     - 1953     GOOD             NGS
 GZ2314  HISTORY     - 1982     GOOD             KYDT
 GZ2314  HISTORY     - 20020505 GOOD             WOOLPT
 GZ2314
 GZ2314                          STATION DESCRIPTION
 GZ2314
 GZ2314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GZ2314'2 MI S FROM RINEYVILLE.
 GZ2314'2.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GZ2314'STATION AT RINEYVILLE, ABOUT 0.15 MILE NORTH OF KRAFT STATION, 42
 GZ2314'FEET WEST AND ACROSS THE SIDE TRACK FROM THE WEST RAIL OF THE
 GZ2314'MAIN TRACK, 214 FEET SOUTH AND ACROSS A ROAD FROM MILE POST 43,
 GZ2314'10 1/2 FEET SOUTH OF THE CENTER LINE OF A ROAD, 6 1/2 FEET WEST
 GZ2314'OF THE SOUTH END OF A 12-INCH PIPE CULVERT UNDER THE ROAD, 1 FOOT
 GZ2314'SOUTHEAST OF A FENCE CORNER, 1 FOOT NORTH OF A WHITE WOODEN
 GZ2314'WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND IN THE
 GZ2314'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GZ2314
 GZ2314                          STATION RECOVERY (1982)
 GZ2314
 GZ2314'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2314'RECOVERED IN GOOD CONDITION.
 GZ2314
 GZ2314                          STATION RECOVERY (2002)
 GZ2314
 GZ2314'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002
 GZ2314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2018 ***********************************************************************
 GB2018  DESIGNATION -  H 62
 GB2018  PID         -  GB2018
 GB2018  STATE/COUNTY-  KY/BARREN
 GB2018  USGS QUAD   -  TEMPLE HILL (1981)
 GB2018
 GB2018                         *CURRENT SURVEY CONTROL
 GB2018  ___________________________________________________________________
 GB2018* NAD 83(1986)-  36 55 56.     (N)    085 48 59.     (W)     SCALED    
 GB2018* NAVD 88     -       219.210  (meters)     719.19   (feet)  ADJUSTED  
 GB2018  ___________________________________________________________________
 GB2018  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GB2018  DYNAMIC HT  -         219.032 (meters)     718.61  (feet)  COMP
 GB2018  MODELED GRAV-     979,816.8   (mgal)                       NAVD 88
 GB2018
 GB2018  VERT ORDER  -  SECOND    CLASS 0
 GB2018
 GB2018.The horizontal coordinates were scaled from a topographic map and have
 GB2018.an estimated accuracy of +/- 6 seconds.
 GB2018
 GB2018.The orthometric height was determined by differential leveling
 GB2018.and adjusted by the National Geodetic Survey in June 1991..
 GB2018
 GB2018.The geoid height was determined by GEOID03.
 GB2018
 GB2018.The dynamic height is computed by dividing the NAVD 88
 GB2018.geopotential number by the normal gravity value computed on the
 GB2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2018.degrees latitude (g = 980.6199 gals.).
 GB2018
 GB2018.The modeled gravity was interpolated from observed gravity values.
 GB2018
 GB2018;                    North         East    Units  Estimated Accuracy
 GB2018;SPC KY1Z     - 1,066,470.    1,494,090.      MT  (+/- 180 meters Scaled)
 GB2018
 GB2018                          SUPERSEDED SURVEY CONTROL
 GB2018
 GB2018  NGVD 29 (??/??/92)  219.352  (m)          719.66   (f) ADJ UNCH    2 0
 GB2018
 GB2018.Superseded values are not recommended for survey control.
 GB2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2018.See file dsdata.txt to determine how the superseded data were derived.
 GB2018
 GB2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF054880(NAD 83)
 GB2018_MARKER: DB = BENCH MARK DISK
 GB2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2018_STAMPING: H 62 1935 719.657
 GB2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2018+STABILITY: SURFACE MOTION
 GB2018
 GB2018  HISTORY     - Date     Condition        Report By
 GB2018  HISTORY     - 1935     MONUMENTED       CGS
 GB2018  HISTORY     - 1951     GOOD             NGS
 GB2018  HISTORY     - 1958     GOOD             NGS
 GB2018
 GB2018                          STATION DESCRIPTION
 GB2018
 GB2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB2018'1.9 MI NW FROM EIGHTY EIGHT.
 GB2018'ABOUT 1.9 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE CHURCH
 GB2018'OF CHRIST AND CEMETERY AT EIGHTY EIGHT, ABOUT 0.8 MILE NORTHWEST
 GB2018'OF A BRIDGE OVER ALLEN TIMBER CREEK, ABOUT 0.9 MILE SOUTHEAST
 GB2018'OF A 100-FOOT BRIDGE OVER A CREEK, ABOUT 0.15 MILE NORTHWEST OF
 GB2018'THE JUNCTION OF A ROAD NORTHEAST, ABOUT 95 YARDS NORTHWEST OF
 GB2018'THE JUNCTION OF A DIRT ROAD NORTH, 34 FEET SOUTHWEST OF CENTER
 GB2018'LINE OF HIGHWAY, 9 1/2 FEET SOUTH OF A TELEPHONE POLE FROM WHICH
 GB2018'LINE CROSSES HIGHWAY, 128 FEET NORTH-NORTHEAST OF THE NORTH
 GB2018'CORNER OF A LARGE BARN, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 GB2018'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GB2018
 GB2018                          STATION RECOVERY (1958)
 GB2018
 GB2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0001 ***********************************************************************
 GC0001  DESIGNATION -  H 63
 GC0001  PID         -  GC0001
 GC0001  STATE/COUNTY-  KY/BARREN
 GC0001  USGS QUAD   -  LUCAS (1965)
 GC0001
 GC0001                         *CURRENT SURVEY CONTROL
 GC0001  ___________________________________________________________________
 GC0001* NAD 83(1986)-  36 54 42.     (N)    086 01 06.     (W)     SCALED    
 GC0001* NAVD 88     -       188.857  (meters)     619.61   (feet)  ADJUSTED  
 GC0001  ___________________________________________________________________
 GC0001  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GC0001  DYNAMIC HT  -         188.707 (meters)     619.12  (feet)  COMP
 GC0001  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 GC0001
 GC0001  VERT ORDER  -  SECOND    CLASS 0
 GC0001
 GC0001.The horizontal coordinates were scaled from a topographic map and have
 GC0001.an estimated accuracy of +/- 6 seconds.
 GC0001
 GC0001.The orthometric height was determined by differential leveling
 GC0001.and adjusted by the National Geodetic Survey in June 1991..
 GC0001
 GC0001.The geoid height was determined by GEOID03.
 GC0001
 GC0001.The dynamic height is computed by dividing the NAVD 88
 GC0001.geopotential number by the normal gravity value computed on the
 GC0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0001.degrees latitude (g = 980.6199 gals.).
 GC0001
 GC0001.The modeled gravity was interpolated from observed gravity values.
 GC0001
 GC0001;                    North         East    Units  Estimated Accuracy
 GC0001;SPC KY1Z     - 1,064,220.    1,476,090.      MT  (+/- 180 meters Scaled)
 GC0001
 GC0001                          SUPERSEDED SURVEY CONTROL
 GC0001
 GC0001  NGVD 29 (??/??/92)  188.991  (m)          620.05   (f) ADJ UNCH    2 0
 GC0001
 GC0001.Superseded values are not recommended for survey control.
 GC0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0001.See file dsdata.txt to determine how the superseded data were derived.
 GC0001
 GC0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF874855(NAD 83)
 GC0001_MARKER: DB = BENCH MARK DISK
 GC0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0001_STAMPING: H 63 1935
 GC0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0001+STABILITY: SURFACE MOTION
 GC0001
 GC0001  HISTORY     - Date     Condition        Report By
 GC0001  HISTORY     - 1935     MONUMENTED       CGS
 GC0001
 GC0001                          STATION DESCRIPTION
 GC0001
 GC0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0001'1.8 MI N FROM LUCAS.
 GC0001'1.8 MILES NORTH ALONG U.S. HIGHWAY 31 E FROM THE POST OFFICE AT
 GC0001'LUCAS, BARREN COUNTY, 120 YARDS SOUTHWEST OF A LARGE TIN-ROOFED
 GC0001'BARN, 28 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 13 FEET WEST
 GC0001'OF A FARM LANE, 2 FEET SOUTH OF A FENCE, AND ABOUT 1 FOOT LOWER
 GC0001'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED H 63 1935 AND SET IN
 GC0001'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1353 ***********************************************************************
 GZ1353  DESIGNATION -  H 64
 GZ1353  PID         -  GZ1353
 GZ1353  STATE/COUNTY-  KY/WASHINGTON
 GZ1353  USGS QUAD   -  MAUD (1976)
 GZ1353
 GZ1353                         *CURRENT SURVEY CONTROL
 GZ1353  ___________________________________________________________________
 GZ1353* NAD 83(1986)-  37 45 22.     (N)    085 15 06.     (W)     SCALED    
 GZ1353* NAVD 88     -       196.846  (meters)     645.82   (feet)  ADJUSTED  
 GZ1353  ___________________________________________________________________
 GZ1353  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GZ1353  DYNAMIC HT  -         196.694 (meters)     645.32  (feet)  COMP
 GZ1353  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 GZ1353
 GZ1353  VERT ORDER  -  SECOND    CLASS 0
 GZ1353
 GZ1353.The horizontal coordinates were scaled from a topographic map and have
 GZ1353.an estimated accuracy of +/- 6 seconds.
 GZ1353
 GZ1353.The orthometric height was determined by differential leveling
 GZ1353.and adjusted by the National Geodetic Survey in June 1991..
 GZ1353
 GZ1353.The geoid height was determined by GEOID03.
 GZ1353
 GZ1353.The dynamic height is computed by dividing the NAVD 88
 GZ1353.geopotential number by the normal gravity value computed on the
 GZ1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1353.degrees latitude (g = 980.6199 gals.).
 GZ1353
 GZ1353.The modeled gravity was interpolated from observed gravity values.
 GZ1353
 GZ1353;                    North         East    Units  Estimated Accuracy
 GZ1353;SPC KY1Z     - 1,158,020.    1,543,910.      MT  (+/- 180 meters Scaled)
 GZ1353
 GZ1353                          SUPERSEDED SURVEY CONTROL
 GZ1353
 GZ1353  NGVD 29 (??/??/92)  196.998  (m)          646.32   (f) ADJ UNCH    2 0
 GZ1353
 GZ1353.Superseded values are not recommended for survey control.
 GZ1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1353.See file dsdata.txt to determine how the superseded data were derived.
 GZ1353
 GZ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG540801(NAD 83)
 GZ1353_MARKER: DB = BENCH MARK DISK
 GZ1353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1353_SP_SET: BRIDGE
 GZ1353_STAMPING: H 64 1935
 GZ1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1353
 GZ1353  HISTORY     - Date     Condition        Report By
 GZ1353  HISTORY     - 1935     MONUMENTED       CGS
 GZ1353  HISTORY     - 1950     GOOD             NGS
 GZ1353
 GZ1353                          STATION DESCRIPTION
 GZ1353
 GZ1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1353'5.9 MI NW FROM SPRINGFIELD.
 GZ1353'5.9 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE COUNTY
 GZ1353'COURTHOUSE AT SPRINGFIELD, WASHINGTON COUNTY, ABOUT 175 YARDS
 GZ1353'SOUTH OF THE CHRISTIAN CHURCH, AT A ROAD JUNCTION, 97 YARDS
 GZ1353'SOUTH OF THE CENTERLINE OF THE POORTOWN ROAD LEADING TO LINCOLN
 GZ1353'MEMORIAL PARK, 18 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT
 GZ1353'A CONCRETE BRIDGE OVER LINCOLN RUN, AND IN THE TOP OF THE SOUTH
 GZ1353'END OF THE WEST WING WALL.  A STANDARD DISK, STAMPED H 64 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0133 ***********************************************************************
 HB0133  DESIGNATION -  H 64 X
 HB0133  PID         -  HB0133
 HB0133  STATE/COUNTY-  KY/CRITTENDEN
 HB0133  USGS QUAD   -  MARION (1954)
 HB0133
 HB0133                         *CURRENT SURVEY CONTROL
 HB0133  ___________________________________________________________________
 HB0133* NAD 83(1986)-  37 16 09.     (N)    088 04 57.     (W)     SCALED    
 HB0133* NAVD 88     -       195.543  (meters)     641.54   (feet)  ADJUSTED  
 HB0133  ___________________________________________________________________
 HB0133  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HB0133  DYNAMIC HT  -         195.397 (meters)     641.07  (feet)  COMP
 HB0133  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 HB0133
 HB0133  VERT ORDER  -  FIRST     CLASS II
 HB0133
 HB0133.The horizontal coordinates were scaled from a topographic map and have
 HB0133.an estimated accuracy of +/- 6 seconds.
 HB0133
 HB0133.The orthometric height was determined by differential leveling
 HB0133.and adjusted by the National Geodetic Survey in June 1991..
 HB0133
 HB0133.The geoid height was determined by GEOID03.
 HB0133
 HB0133.The dynamic height is computed by dividing the NAVD 88
 HB0133.geopotential number by the normal gravity value computed on the
 HB0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0133.degrees latitude (g = 980.6199 gals.).
 HB0133
 HB0133.The modeled gravity was interpolated from observed gravity values.
 HB0133
 HB0133;                    North         East    Units  Estimated Accuracy
 HB0133;SPC KY1Z     - 1,106,450.    1,293,140.      MT  (+/- 180 meters Scaled)
 HB0133
 HB0133                          SUPERSEDED SURVEY CONTROL
 HB0133
 HB0133  NGVD 29 (??/??/??)  195.613  (m)          641.77   (f) ADJUSTED    1 2
 HB0133
 HB0133.Superseded values are not recommended for survey control.
 HB0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0133.See file dsdata.txt to determine how the superseded data were derived.
 HB0133
 HB0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG040252(NAD 83)
 HB0133_MARKER: DB = BENCH MARK DISK
 HB0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0133_SP_SET: CULVERT
 HB0133_STAMPING: H 64 X 1935
 HB0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0133
 HB0133  HISTORY     - Date     Condition        Report By
 HB0133  HISTORY     - 1935     MONUMENTED       CGS
 HB0133  HISTORY     - 1949     GOOD             CGS
 HB0133  HISTORY     - 1985     MARK NOT FOUND   NGS
 HB0133
 HB0133                          STATION DESCRIPTION
 HB0133
 HB0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0133'AT CRAYNE.
 HB0133'AT CRAYNE, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 HB0133'HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER STATE HIGHWAY 91,
 HB0133'69 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE
 HB0133'BLOCK BUILDING OCCUPIED BY THE POST OFFICE AND A SHELL SERVICE
 HB0133'STATION, 10 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND
 HB0133'ABOUT LEVEL WITH THE HIGHWAY.
 HB0133
 HB0133                          STATION RECOVERY (1985)
 HB0133
 HB0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0133'THERE IS A NEW HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2039 ***********************************************************************
 GY2039  DESIGNATION -  H 65
 GY2039  PID         -  GY2039
 GY2039  STATE/COUNTY-  KY/LESLIE
 GY2039  USGS QUAD   -  HYDEN EAST (1980)
 GY2039
 GY2039                         *CURRENT SURVEY CONTROL
 GY2039  ___________________________________________________________________
 GY2039* NAD 83(1986)-  37 09 38.     (N)    083 18 48.     (W)     SCALED    
 GY2039* NAVD 88     -       314.824  (meters)    1032.89   (feet)  ADJUSTED  
 GY2039  ___________________________________________________________________
 GY2039  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GY2039  DYNAMIC HT  -         314.574 (meters)    1032.06  (feet)  COMP
 GY2039  MODELED GRAV-     979,827.5   (mgal)                       NAVD 88
 GY2039
 GY2039  VERT ORDER  -  SECOND    CLASS 0
 GY2039
 GY2039.The horizontal coordinates were scaled from a topographic map and have
 GY2039.an estimated accuracy of +/- 6 seconds.
 GY2039
 GY2039.The orthometric height was determined by differential leveling
 GY2039.and adjusted by the National Geodetic Survey in June 1991..
 GY2039
 GY2039.The geoid height was determined by GEOID03.
 GY2039
 GY2039.The dynamic height is computed by dividing the NAVD 88
 GY2039.geopotential number by the normal gravity value computed on the
 GY2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2039.degrees latitude (g = 980.6199 gals.).
 GY2039
 GY2039.The modeled gravity was interpolated from observed gravity values.
 GY2039
 GY2039;                    North         East    Units  Estimated Accuracy
 GY2039;SPC KY1Z     - 1,094,630.    1,716,410.      MT  (+/- 180 meters Scaled)
 GY2039
 GY2039                          SUPERSEDED SURVEY CONTROL
 GY2039
 GY2039  NGVD 29 (??/??/92)  314.990  (m)         1033.43   (f) ADJ UNCH    2 0
 GY2039
 GY2039.Superseded values are not recommended for survey control.
 GY2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2039.See file dsdata.txt to determine how the superseded data were derived.
 GY2039
 GY2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB945151(NAD 83)
 GY2039_MARKER: DB = BENCH MARK DISK
 GY2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2039_STAMPING: H 65 1935 1033.430
 GY2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2039+STABILITY: SURFACE MOTION
 GY2039
 GY2039  HISTORY     - Date     Condition        Report By
 GY2039  HISTORY     - 1935     MONUMENTED       CGS
 GY2039  HISTORY     - 1952     GOOD             NGS
 GY2039  HISTORY     - 1957     POOR             NGS
 GY2039  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2039  HISTORY     - 19960610 MARK NOT FOUND   KYDT
 GY2039
 GY2039                          STATION DESCRIPTION
 GY2039
 GY2039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY2039'1.5 MI SW FROM WOOTON.
 GY2039'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE POST
 GY2039'OFFICE AT WOOTON, ABOUT 0.5 MILE SOUTHWEST OF HIGHWAY BRIDGE
 GY2039'OVER WOOTON CREEK, ABOUT 0.45 MILE SOUTHWEST OF OFFICE AND
 GY2039'COMMISSARY OF SMITH COAL MINE, ABOUT 0.6 MILE SOUTHWEST OF
 GY2039'JUNCTION OF STATE HIGHWAY 699, 32 FEET SOUTHEAST OF CENTER LINE
 GY2039'OF HIGHWAY, 22 FEET EAST OF CENTER OF SOUTHEAST END OF A 30-INCH
 GY2039'PIPE CULVERT WITH STONE HEAD WALL, ABOUT 30 YARDS EAST AND
 GY2039'ACROSS HIGHWAY FROM POWER POLE NO. 389 215, 2 FEET SOUTHEAST OF
 GY2039'A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF
 GY2039'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 GY2039'INCHES.
 GY2039
 GY2039                          STATION RECOVERY (1957)
 GY2039
 GY2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2039'MARK RECOVERED IN POOR CONDITION.
 GY2039
 GY2039                          STATION RECOVERY (1977)
 GY2039
 GY2039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2039'MARK NOT FOUND.
 GY2039
 GY2039                          STATION RECOVERY (1996)
 GY2039
 GY2039'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1005 ***********************************************************************
 GC1005  DESIGNATION -  H 66
 GC1005  PID         -  GC1005
 GC1005  STATE/COUNTY-  KY/SIMPSON
 GC1005  USGS QUAD   -  WOODBURN (1979)
 GC1005
 GC1005                         *CURRENT SURVEY CONTROL
 GC1005  ___________________________________________________________________
 GC1005* NAD 83(1986)-  36 47 55.     (N)    086 33 01.     (W)     SCALED    
 GC1005* NAVD 88     -       195.817  (meters)     642.44   (feet)  ADJUSTED  
 GC1005  ___________________________________________________________________
 GC1005  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GC1005  DYNAMIC HT  -         195.658 (meters)     641.92  (feet)  COMP
 GC1005  MODELED GRAV-     979,815.4   (mgal)                       NAVD 88
 GC1005
 GC1005  VERT ORDER  -  SECOND    CLASS 0
 GC1005
 GC1005.The horizontal coordinates were scaled from a topographic map and have
 GC1005.an estimated accuracy of +/- 6 seconds.
 GC1005
 GC1005.The orthometric height was determined by differential leveling
 GC1005.and adjusted by the National Geodetic Survey in June 1991..
 GC1005
 GC1005.The geoid height was determined by GEOID03.
 GC1005
 GC1005.The dynamic height is computed by dividing the NAVD 88
 GC1005.geopotential number by the normal gravity value computed on the
 GC1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1005.degrees latitude (g = 980.6199 gals.).
 GC1005
 GC1005.The modeled gravity was interpolated from observed gravity values.
 GC1005
 GC1005;                    North         East    Units  Estimated Accuracy
 GC1005;SPC KY1Z     - 1,051,950.    1,428,570.      MT  (+/- 180 meters Scaled)
 GC1005
 GC1005                          SUPERSEDED SURVEY CONTROL
 GC1005
 GC1005  NGVD 29 (??/??/92)  195.930  (m)          642.81   (f) ADJ UNCH    2 0
 GC1005
 GC1005.Superseded values are not recommended for survey control.
 GC1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1005.See file dsdata.txt to determine how the superseded data were derived.
 GC1005
 GC1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF401726(NAD 83)
 GC1005_MARKER: DB = BENCH MARK DISK
 GC1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1005_STAMPING: H 66 1935
 GC1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1005+STABILITY: SURFACE MOTION
 GC1005
 GC1005  HISTORY     - Date     Condition        Report By
 GC1005  HISTORY     - 1935     MONUMENTED       CGS
 GC1005  HISTORY     - 20030709 MARK NOT FOUND   KYDT
 GC1005
 GC1005                          STATION DESCRIPTION
 GC1005
 GC1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC1005'1.8 MI N FROM SALMON.
 GC1005'1.8 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1005'FROM THE STATION AT SALMON, SIMPSON COUNTY, AND 200 YARDS NORTH
 GC1005'OF MILEPOST L 129, AT A DIRT-ROAD CROSSING, 27 FEET WEST OF
 GC1005'WEST RAIL, 21 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD,
 GC1005'4 FEET SOUTHEAST OF A FARM GATE, AND 0.5 FOOT HIGHER THAN THE
 GC1005'RAIL.  A STANDARD DISK, STAMPED H 66 1935 AND SET IN THE TOP OF A
 GC1005'CONCRETE POST.
 GC1005
 GC1005                          STATION RECOVERY (2003)
 GC1005
 GC1005'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1005'THIS MARK IS INACCESSIBLE TO DRIVE TO AND NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1158 ***********************************************************************
 GZ1158  DESIGNATION -  H 68
 GZ1158  PID         -  GZ1158
 GZ1158  STATE/COUNTY-  KY/ANDERSON
 GZ1158  USGS QUAD   -  MC BRAYER (1967)
 GZ1158
 GZ1158                         *CURRENT SURVEY CONTROL
 GZ1158  ___________________________________________________________________
 GZ1158* NAD 83(1986)-  37 56 53.     (N)    084 52 57.     (W)     SCALED    
 GZ1158* NAVD 88     -       243.749  (meters)     799.70   (feet)  ADJUSTED  
 GZ1158  ___________________________________________________________________
 GZ1158  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 GZ1158  DYNAMIC HT  -         243.568 (meters)     799.11  (feet)  COMP
 GZ1158  MODELED GRAV-     979,880.0   (mgal)                       NAVD 88
 GZ1158
 GZ1158  VERT ORDER  -  SECOND    CLASS 0
 GZ1158
 GZ1158.The horizontal coordinates were scaled from a topographic map and have
 GZ1158.an estimated accuracy of +/- 6 seconds.
 GZ1158
 GZ1158.The orthometric height was determined by differential leveling
 GZ1158.and adjusted by the National Geodetic Survey in June 1991..
 GZ1158
 GZ1158.The geoid height was determined by GEOID03.
 GZ1158
 GZ1158.The dynamic height is computed by dividing the NAVD 88
 GZ1158.geopotential number by the normal gravity value computed on the
 GZ1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1158.degrees latitude (g = 980.6199 gals.).
 GZ1158
 GZ1158.The modeled gravity was interpolated from observed gravity values.
 GZ1158
 GZ1158;                    North         East    Units  Estimated Accuracy
 GZ1158;SPC KY1Z     - 1,179,560.    1,576,240.      MT  (+/- 180 meters Scaled)
 GZ1158
 GZ1158                          SUPERSEDED SURVEY CONTROL
 GZ1158
 GZ1158  NGVD 29 (??/??/92)  243.893  (m)          800.17   (f) ADJ UNCH    2 0
 GZ1158
 GZ1158.Superseded values are not recommended for survey control.
 GZ1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1158.See file dsdata.txt to determine how the superseded data were derived.
 GZ1158
 GZ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH860021(NAD 83)
 GZ1158_MARKER: DB = BENCH MARK DISK
 GZ1158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1158_SP_SET: CULVERT
 GZ1158_STAMPING: H 68 1935
 GZ1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1158
 GZ1158  HISTORY     - Date     Condition        Report By
 GZ1158  HISTORY     - 1935     MONUMENTED       CGS
 GZ1158  HISTORY     - 19960618 POOR             KYDT
 GZ1158
 GZ1158                          STATION DESCRIPTION
 GZ1158
 GZ1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ1158'6.3 MI S FROM LAWRENCEBURG.
 GZ1158'6.3 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GZ1158'LAWRENCEBURG, ANDERSON COUNTY, 0.1 MILE NORTH OF THE ROAD
 GZ1158'CROSSING AT NEVIN, 140 YARDS SOUTH OF A PASSING TRACK SWITCH
 GZ1158'TARGET, AT A CONCRETE CULVERT AT A CATTLEGUARD, IN THE TOP OF
 GZ1158'THE WEST HEADWALL, 6.3 FEET WEST OF THE WEST RAIL, AND ABOUT 1/2
 GZ1158'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 68 1935.
 GZ1158
 GZ1158                          STATION RECOVERY (1996)
 GZ1158
 GZ1158'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GZ1158'HEADWALL IS CRACKED AND LEANING SLIGHTLY TO THE WEST, MARK IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0133 ***********************************************************************
 HA0133  DESIGNATION -  H 7
 HA0133  PID         -  HA0133
 HA0133  STATE/COUNTY-  KY/EDMONSON
 HA0133  USGS QUAD   -  SMITHS GROVE (1994)
 HA0133
 HA0133                         *CURRENT SURVEY CONTROL
 HA0133  ___________________________________________________________________
 HA0133* NAD 83(1986)-  37 04 07.     (N)    086 08 16.     (W)     SCALED    
 HA0133* NAVD 88     -       189.601  (meters)     622.05   (feet)  ADJUSTED  
 HA0133  ___________________________________________________________________
 HA0133  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HA0133  DYNAMIC HT  -         189.454 (meters)     621.57  (feet)  COMP
 HA0133  MODELED GRAV-     979,852.7   (mgal)                       NAVD 88
 HA0133
 HA0133  VERT ORDER  -  FIRST     CLASS II
 HA0133
 HA0133.The horizontal coordinates were scaled from a topographic map and have
 HA0133.an estimated accuracy of +/- 6 seconds.
 HA0133
 HA0133.The orthometric height was determined by differential leveling
 HA0133.and adjusted by the National Geodetic Survey in June 1991..
 HA0133
 HA0133.The geoid height was determined by GEOID03.
 HA0133
 HA0133.The dynamic height is computed by dividing the NAVD 88
 HA0133.geopotential number by the normal gravity value computed on the
 HA0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0133.degrees latitude (g = 980.6199 gals.).
 HA0133
 HA0133.The modeled gravity was interpolated from observed gravity values.
 HA0133
 HA0133;                    North         East    Units  Estimated Accuracy
 HA0133;SPC KY1Z     - 1,081,680.    1,465,510.      MT  (+/- 180 meters Scaled)
 HA0133
 HA0133                          SUPERSEDED SURVEY CONTROL
 HA0133
 HA0133  NGVD 29 (??/??/92)  189.71   (m)          622.4    (f) COMPUTED    1 2
 HA0133
 HA0133.Superseded values are not recommended for survey control.
 HA0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0133.See file dsdata.txt to determine how the superseded data were derived.
 HA0133
 HA0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG766028(NAD 83)
 HA0133_MARKER: DB = BENCH MARK DISK
 HA0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0133_STAMPING: H 7 1921
 HA0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0133+STABILITY: SURFACE MOTION
 HA0133
 HA0133  HISTORY     - Date     Condition        Report By
 HA0133  HISTORY     - 1921     MONUMENTED       CGS
 HA0133  HISTORY     - 1953     GOOD             NGS
 HA0133  HISTORY     - 1968     MARK NOT FOUND   NGS
 HA0133
 HA0133                          STATION DESCRIPTION
 HA0133
 HA0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0133'AT ROCKY HILL.
 HA0133'AT ROCKY HILL, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 70
 HA0133'FEET EAST AND ACROSS TRACK FROM EAST CORNER OF STATION, 109 FEET
 HA0133'SOUTHWEST OF CENTER OF CROSSING OF MAIN TRACK AND STATE HIGHWAY
 HA0133'65, 13 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, 71
 HA0133'FEET WEST-SOUTHWEST OF WEST CORNER OF A SMALL CONCRETE BLOCK
 HA0133'PRINTING SHOP, 17.2 FEET NORTH OF NORTH CORNER OF THE SECOND STEP
 HA0133'FROM THE BOTTOM OF A FLIGHT OF STEPS LEADING TO A 2-STORY HOUSE,
 HA0133'27 FEET SOUTHWEST OF A TELEPHONE POLE, 125 FEET NORTHEAST OF
 HA0133'BM U 74, 2 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 HA0133'ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 HA0133'CONCRETE POST ABOUT 15 INCHES UNDERGROUND.  NOTE-- THE AREA
 HA0133'NEAR THE DESCRIBED LOCATION OF THIS MARK HAS BEEN GRADED AND LEVELED
 HA0133'AND IT IS BELIEVED THAT THE MARK WAS EITHER COVERED OR
 HA0133'DESTROYED.
 HA0133
 HA0133                          STATION RECOVERY (1968)
 HA0133
 HA0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HA0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0772 ***********************************************************************
 HA0772  DESIGNATION -  H 71
 HA0772  PID         -  HA0772
 HA0772  STATE/COUNTY-  KY/MUHLENBERG
 HA0772  USGS QUAD   -  DRAKESBORO (1982)
 HA0772
 HA0772                         *CURRENT SURVEY CONTROL
 HA0772  ___________________________________________________________________
 HA0772* NAD 83(1986)-  37 13 14.     (N)    087 02 45.     (W)     SCALED    
 HA0772* NAVD 88     -       123.937  (meters)     406.62   (feet)  ADJUSTED  
 HA0772  ___________________________________________________________________
 HA0772  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 HA0772  DYNAMIC HT  -         123.843 (meters)     406.31  (feet)  COMP
 HA0772  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 HA0772
 HA0772  VERT ORDER  -  SECOND    CLASS 0
 HA0772
 HA0772.The horizontal coordinates were scaled from a topographic map and have
 HA0772.an estimated accuracy of +/- 6 seconds.
 HA0772
 HA0772.The orthometric height was determined by differential leveling
 HA0772.and adjusted by the National Geodetic Survey in June 1991..
 HA0772
 HA0772.The geoid height was determined by GEOID03.
 HA0772
 HA0772.The dynamic height is computed by dividing the NAVD 88
 HA0772.geopotential number by the normal gravity value computed on the
 HA0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0772.degrees latitude (g = 980.6199 gals.).
 HA0772
 HA0772.The modeled gravity was interpolated from observed gravity values.
 HA0772
 HA0772;                    North         East    Units  Estimated Accuracy
 HA0772;SPC KY1Z     - 1,099,270.    1,385,000.      MT  (+/- 180 meters Scaled)
 HA0772
 HA0772                          SUPERSEDED SURVEY CONTROL
 HA0772
 HA0772  NGVD 29 (??/??/92)  124.053  (m)          407.00   (f) ADJ UNCH    2 0
 HA0772
 HA0772.Superseded values are not recommended for survey control.
 HA0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0772.See file dsdata.txt to determine how the superseded data were derived.
 HA0772
 HA0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG959193(NAD 83)
 HA0772_MARKER: DB = BENCH MARK DISK
 HA0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0772_STAMPING: H 71 1935
 HA0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0772+STABILITY: SURFACE MOTION
 HA0772
 HA0772  HISTORY     - Date     Condition        Report By
 HA0772  HISTORY     - 1935     MONUMENTED       CGS
 HA0772  HISTORY     - 1943     GOOD             NGS
 HA0772
 HA0772                          STATION DESCRIPTION
 HA0772
 HA0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0772'AT DRAKESBORO.
 HA0772'AT DRAKESBORO, MUHLENBERG COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0772'RAILROAD, 16.8 FEET SOUTH OF THE WEST CORNER OF THE STATION,
 HA0772'IN THE EAST ANGLE OF THE WALK AROUND THE STATION, 12.8 FEET
 HA0772'NORTHEAST OF THE NORTHEAST RAIL, LEVEL WITH THE CONCRETE WALK,
 HA0772'AND 0.5 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HA0772'H 71 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0578 ***********************************************************************
 HA0578  DESIGNATION -  H 72
 HA0578  PID         -  HA0578
 HA0578  STATE/COUNTY-  KY/DAVIESS
 HA0578  USGS QUAD   -  UTICA (1983)
 HA0578
 HA0578                         *CURRENT SURVEY CONTROL
 HA0578  ___________________________________________________________________
 HA0578* NAD 83(1986)-  37 35 42.     (N)    087 06 20.     (W)     SCALED    
 HA0578* NAVD 88     -       138.326  (meters)     453.82   (feet)  ADJUSTED  
 HA0578  ___________________________________________________________________
 HA0578  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HA0578  DYNAMIC HT  -         138.228 (meters)     453.50  (feet)  COMP
 HA0578  MODELED GRAV-     979,921.5   (mgal)                       NAVD 88
 HA0578
 HA0578  VERT ORDER  -  SECOND    CLASS 0
 HA0578
 HA0578.The horizontal coordinates were scaled from a topographic map and have
 HA0578.an estimated accuracy of +/- 6 seconds.
 HA0578
 HA0578.The orthometric height was determined by differential leveling
 HA0578.and adjusted by the National Geodetic Survey in June 1991..
 HA0578
 HA0578.The geoid height was determined by GEOID03.
 HA0578
 HA0578.The dynamic height is computed by dividing the NAVD 88
 HA0578.geopotential number by the normal gravity value computed on the
 HA0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0578.degrees latitude (g = 980.6199 gals.).
 HA0578
 HA0578.The modeled gravity was interpolated from observed gravity values.
 HA0578
 HA0578;                    North         East    Units  Estimated Accuracy
 HA0578;SPC KY1Z     - 1,140,890.    1,380,300.      MT  (+/- 180 meters Scaled)
 HA0578
 HA0578                          SUPERSEDED SURVEY CONTROL
 HA0578
 HA0578  NGVD 29 (??/??/92)  138.428  (m)          454.16   (f) ADJ UNCH    2 0
 HA0578
 HA0578.Superseded values are not recommended for survey control.
 HA0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0578.See file dsdata.txt to determine how the superseded data were derived.
 HA0578
 HA0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG906608(NAD 83)
 HA0578_MARKER: DB = BENCH MARK DISK
 HA0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0578_STAMPING: H 72 1935
 HA0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0578+STABILITY: SURFACE MOTION
 HA0578
 HA0578  HISTORY     - Date     Condition        Report By
 HA0578  HISTORY     - 1935     MONUMENTED       CGS
 HA0578
 HA0578                          STATION DESCRIPTION
 HA0578
 HA0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0578'0.7 MI SE FROM UTICA.
 HA0578'0.7 MILE SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0578'FROM THE STATION AT UTICA, DAVIESS COUNTY, 0.5 MILE NORTHWEST OF
 HA0578'MILEPOST 202, 34.5 FEET NORTHWEST OF THE CENTERLINE OF STATE
 HA0578'HIGHWAY 75, 27.4 FEET EAST OF THE EAST RAIL, 3.5 FEET SOUTHWEST OF
 HA0578'TELEPHONE POLE 468, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 HA0578'STANDARD DISK, STAMPED H 72 1935 AND SET IN THE TOP OF A CONCRETE
 HA0578'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0313 ***********************************************************************
 HA0313  DESIGNATION -  H 73
 HA0313  PID         -  HA0313
 HA0313  STATE/COUNTY-  KY/BUTLER
 HA0313  USGS QUAD   -  CROMWELL (1971)
 HA0313
 HA0313                         *CURRENT SURVEY CONTROL
 HA0313  ___________________________________________________________________
 HA0313* NAD 83(1986)-  37 16 56.     (N)    086 45 43.     (W)     SCALED    
 HA0313* NAVD 88     -       148.282  (meters)     486.49   (feet)  ADJUSTED  
 HA0313  ___________________________________________________________________
 HA0313  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HA0313  DYNAMIC HT  -         148.170 (meters)     486.12  (feet)  COMP
 HA0313  MODELED GRAV-     979,872.1   (mgal)                       NAVD 88
 HA0313
 HA0313  VERT ORDER  -  SECOND    CLASS 0
 HA0313
 HA0313.The horizontal coordinates were scaled from a topographic map and have
 HA0313.an estimated accuracy of +/- 6 seconds.
 HA0313
 HA0313.The orthometric height was determined by differential leveling
 HA0313.and adjusted by the National Geodetic Survey in June 1991..
 HA0313
 HA0313.The geoid height was determined by GEOID03.
 HA0313
 HA0313.The dynamic height is computed by dividing the NAVD 88
 HA0313.geopotential number by the normal gravity value computed on the
 HA0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0313.degrees latitude (g = 980.6199 gals.).
 HA0313
 HA0313.The modeled gravity was interpolated from observed gravity values.
 HA0313
 HA0313;                    North         East    Units  Estimated Accuracy
 HA0313;SPC KY1Z     - 1,105,800.    1,410,270.      MT  (+/- 180 meters Scaled)
 HA0313
 HA0313                          SUPERSEDED SURVEY CONTROL
 HA0313
 HA0313  NGVD 29 (??/??/92)  148.394  (m)          486.86   (f) ADJ UNCH    2 0
 HA0313
 HA0313.Superseded values are not recommended for survey control.
 HA0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0313.See file dsdata.txt to determine how the superseded data were derived.
 HA0313
 HA0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG211262(NAD 83)
 HA0313_MARKER: DB = BENCH MARK DISK
 HA0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0313_STAMPING: H 73 1935
 HA0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0313+STABILITY: SURFACE MOTION
 HA0313
 HA0313  HISTORY     - Date     Condition        Report By
 HA0313  HISTORY     - 1935     MONUMENTED       CGS
 HA0313  HISTORY     - 1940     GOOD             NGS
 HA0313
 HA0313                          STATION DESCRIPTION
 HA0313
 HA0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HA0313'AT LOGANSPORT.
 HA0313'AT LOGANSPORT, BUTLER COUNTY, ON U.S. HIGHWAY 231, 0.3 MILE SOUTHEAST
 HA0313'OF THE POST OFFICE, 0.9 MILE NORTHWEST OF THE GENERAL STORE, 0.2
 HA0313'MILE SOUTHWEST OF A FARMHOUSE, AT A ROAD JUNCTION, 30.5 FEET
 HA0313'SOUTHEAST OF THE ROAD, 24 FEET NORTHEAST OF THE CENTERLINE OF THE
 HA0313'HIGHWAY, 6.6 FEET NORTHWEST OF A TELEPHONE POLE, 0.7 FOOT EAST OF
 HA0313'A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 HA0313'HIGHWAY.  A STANDARD DISK, STAMPED H 73 1935 AND SET IN THE TOP OF
 HA0313'A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0200 ***********************************************************************
 HA0200  DESIGNATION -  H 75 RESET 1943
 HA0200  PID         -  HA0200
 HA0200  STATE/COUNTY-  KY/EDMONSON
 HA0200  USGS QUAD   -  BROWNSVILLE (1965)
 HA0200
 HA0200                         *CURRENT SURVEY CONTROL
 HA0200  ___________________________________________________________________
 HA0200* NAD 83(1986)-  37 11 50.     (N)    086 16 37.     (W)     SCALED    
 HA0200* NAVD 88     -       131.825  (meters)     432.50   (feet)  ADJUSTED  
 HA0200  ___________________________________________________________________
 HA0200  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HA0200  DYNAMIC HT  -         131.725 (meters)     432.17  (feet)  COMP
 HA0200  MODELED GRAV-     979,867.0   (mgal)                       NAVD 88
 HA0200
 HA0200  VERT ORDER  -  SECOND    CLASS 0
 HA0200
 HA0200.The horizontal coordinates were scaled from a topographic map and have
 HA0200.an estimated accuracy of +/- 6 seconds.
 HA0200
 HA0200.The orthometric height was determined by differential leveling
 HA0200.and adjusted by the National Geodetic Survey in June 1991..
 HA0200
 HA0200.The geoid height was determined by GEOID03.
 HA0200
 HA0200.The dynamic height is computed by dividing the NAVD 88
 HA0200.geopotential number by the normal gravity value computed on the
 HA0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0200.degrees latitude (g = 980.6199 gals.).
 HA0200
 HA0200.The modeled gravity was interpolated from observed gravity values.
 HA0200
 HA0200;                    North         East    Units  Estimated Accuracy
 HA0200;SPC KY1Z     - 1,096,010.    1,453,220.      MT  (+/- 180 meters Scaled)
 HA0200
 HA0200                          SUPERSEDED SURVEY CONTROL
 HA0200
 HA0200  NGVD 29 (??/??/92)  131.942  (m)          432.88   (f) ADJ UNCH    2 0
 HA0200
 HA0200.Superseded values are not recommended for survey control.
 HA0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0200.See file dsdata.txt to determine how the superseded data were derived.
 HA0200
 HA0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG641169(NAD 83)
 HA0200_MARKER: DB = BENCH MARK DISK
 HA0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0200_STAMPING: H 75 1935 RESET 1943
 HA0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0200+STABILITY: SURFACE MOTION
 HA0200
 HA0200  HISTORY     - Date     Condition        Report By
 HA0200  HISTORY     - 1943     MONUMENTED       CGS
 HA0200  HISTORY     - 1953     MARK NOT FOUND   USGS
 HA0200
 HA0200                          STATION DESCRIPTION
 HA0200
 HA0200'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HA0200'0.7 MI NW FROM BROWNSVILLE.
 HA0200'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 65 FROM THE COUNTY
 HA0200'COURTHOUSE AT BROWNSVILLE, EDMONSON COUNTY, 82 YARDS NORTHWEST
 HA0200'OF A FERRY LANDING, 78 YARDS SOUTHWEST OF THE CENTER OF A
 HA0200'DIRT-ROAD INTERSECTION, 24 FEET WEST OF THE CENTERLINE OF THE
 HA0200'HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 HA0200'DISK, STAMPED H 75 1935 RESET 1943 AND SET IN THE TOP OF A
 HA0200'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0089 ***********************************************************************
 HA0089  DESIGNATION -  H 76
 HA0089  PID         -  HA0089
 HA0089  STATE/COUNTY-  KY/GRAYSON
 HA0089  USGS QUAD   -  MADRID (1993)
 HA0089
 HA0089                         *CURRENT SURVEY CONTROL
 HA0089  ___________________________________________________________________
 HA0089* NAD 83(1986)-  37 32 51.     (N)    086 17 17.     (W)     SCALED    
 HA0089* NAVD 88     -       216.329  (meters)     709.74   (feet)  ADJUSTED  
 HA0089  ___________________________________________________________________
 HA0089  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HA0089  DYNAMIC HT  -         216.170 (meters)     709.22  (feet)  COMP
 HA0089  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 HA0089
 HA0089  VERT ORDER  -  SECOND    CLASS 0
 HA0089
 HA0089.The horizontal coordinates were scaled from a topographic map and have
 HA0089.an estimated accuracy of +/- 6 seconds.
 HA0089
 HA0089.The orthometric height was determined by differential leveling
 HA0089.and adjusted by the National Geodetic Survey in June 1991..
 HA0089
 HA0089.The geoid height was determined by GEOID03.
 HA0089
 HA0089.The dynamic height is computed by dividing the NAVD 88
 HA0089.geopotential number by the normal gravity value computed on the
 HA0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0089.degrees latitude (g = 980.6199 gals.).
 HA0089
 HA0089.The modeled gravity was interpolated from observed gravity values.
 HA0089
 HA0089;                    North         East    Units  Estimated Accuracy
 HA0089;SPC KY1Z     - 1,134,890.    1,452,460.      MT  (+/- 180 meters Scaled)
 HA0089
 HA0089                          SUPERSEDED SURVEY CONTROL
 HA0089
 HA0089  NGVD 29 (??/??/92)  216.459  (m)          710.17   (f) ADJ UNCH    2 0
 HA0089
 HA0089.Superseded values are not recommended for survey control.
 HA0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0089.See file dsdata.txt to determine how the superseded data were derived.
 HA0089
 HA0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG628558(NAD 83)
 HA0089_MARKER: DB = BENCH MARK DISK
 HA0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0089_STAMPING: H 76 1935
 HA0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0089+STABILITY: SURFACE MOTION
 HA0089
 HA0089  HISTORY     - Date     Condition        Report By
 HA0089  HISTORY     - 1935     MONUMENTED       CGS
 HA0089  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0089
 HA0089                          STATION DESCRIPTION
 HA0089
 HA0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0089'4.6 MI N FROM LEITCHFIELD.
 HA0089'4.6 MILES NORTH ALONG STATE HIGHWAY 65 FROM LEITCHFIELD, GRAYSON
 HA0089'COUNTY, 115 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE
 HA0089'BUCKLER STORE, 87 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE
 HA0089'J.A. BUCKLER HOUSE, 29.5 FEET WEST OF THE CENTERLINE OF THE
 HA0089'HIGHWAY, 21.3 FEET EAST OF THE FENCE, AND 3 FEET HIGHER THAN THE
 HA0089'HIGHWAY.  A STANDARD DISK, STAMPED H 76 1935 AND SET IN THE
 HA0089'TOP OF A CONCRETE POST.
 HA0089
 HA0089                          STATION RECOVERY (1988)
 HA0089
 HA0089'RECOVERY NOTE BY US POWER SQUADRON 1988 (DJP)
 HA0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0383 ***********************************************************************
 HA0383  DESIGNATION -  H 77
 HA0383  PID         -  HA0383
 HA0383  STATE/COUNTY-  KY/DAVIESS
 HA0383  USGS QUAD   -  PHILPOT (1973)
 HA0383
 HA0383                         *CURRENT SURVEY CONTROL
 HA0383  ___________________________________________________________________
 HA0383* NAD 83(1986)-  37 42 30.     (N)    086 53 50.     (W)     SCALED    
 HA0383* NAVD 88     -       127.397  (meters)     417.97   (feet)  ADJUSTED  
 HA0383  ___________________________________________________________________
 HA0383  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HA0383  DYNAMIC HT  -         127.309 (meters)     417.68  (feet)  COMP
 HA0383  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 HA0383
 HA0383  VERT ORDER  -  SECOND    CLASS 0
 HA0383
 HA0383.The horizontal coordinates were scaled from a topographic map and have
 HA0383.an estimated accuracy of +/- 6 seconds.
 HA0383
 HA0383.The orthometric height was determined by differential leveling
 HA0383.and adjusted by the National Geodetic Survey in June 1991..
 HA0383
 HA0383.The geoid height was determined by GEOID03.
 HA0383
 HA0383.The dynamic height is computed by dividing the NAVD 88
 HA0383.geopotential number by the normal gravity value computed on the
 HA0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0383.degrees latitude (g = 980.6199 gals.).
 HA0383
 HA0383.The modeled gravity was interpolated from observed gravity values.
 HA0383
 HA0383;                    North         East    Units  Estimated Accuracy
 HA0383;SPC KY1Z     - 1,153,220.    1,398,850.      MT  (+/- 180 meters Scaled)
 HA0383
 HA0383                          SUPERSEDED SURVEY CONTROL
 HA0383
 HA0383  NGVD 29 (??/??/92)  127.503  (m)          418.32   (f) ADJ UNCH    2 0
 HA0383
 HA0383.Superseded values are not recommended for survey control.
 HA0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0383.See file dsdata.txt to determine how the superseded data were derived.
 HA0383
 HA0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG090734(NAD 83)
 HA0383_MARKER: DB = BENCH MARK DISK
 HA0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0383_STAMPING: H 77 1935
 HA0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0383+STABILITY: SURFACE MOTION
 HA0383
 HA0383  HISTORY     - Date     Condition        Report By
 HA0383  HISTORY     - 1935     MONUMENTED       CGS
 HA0383  HISTORY     - 20050516 MARK NOT FOUND   KYTC
 HA0383
 HA0383                          STATION DESCRIPTION
 HA0383
 HA0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0383'2 MI NW FROM WHITESVILLE.
 HA0383'2.0 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0383'STATION AT WHITESVILLE, DAVIESS COUNTY, AT HAYNES STATION, 0.1
 HA0383'MILE SOUTHEAST OF MILEPOST HB 28-0 13, 120 FEET NORTHEAST OF A
 HA0383'30-INCH OAK TREE, AT THE CROSSING OF A ROAD LEADING WEST, 76.3
 HA0383'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 10 FEET NORTH OF THE
 HA0383'EXTENDED CENTERLINE OF THE ROAD, 3 FEET NORTHEAST OF THE FENCE,
 HA0383'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HA0383'H 77 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HA0383
 HA0383                          STATION RECOVERY (2005)
 HA0383
 HA0383'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 HA0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0352 ***********************************************************************
 HA0352  DESIGNATION -  H 78
 HA0352  PID         -  HA0352
 HA0352  STATE/COUNTY-  KY/GRAYSON
 HA0352  USGS QUAD   -  SPRING LICK (1971)
 HA0352
 HA0352                         *CURRENT SURVEY CONTROL
 HA0352  ___________________________________________________________________
 HA0352* NAD 83(1986)-  37 26 18.     (N)    086 31 33.     (W)     SCALED    
 HA0352* NAVD 88     -       141.443  (meters)     464.05   (feet)  ADJUSTED  
 HA0352  ___________________________________________________________________
 HA0352  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HA0352  DYNAMIC HT  -         141.337 (meters)     463.70  (feet)  COMP
 HA0352  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 HA0352
 HA0352  VERT ORDER  -  SECOND    CLASS 0
 HA0352
 HA0352.The horizontal coordinates were scaled from a topographic map and have
 HA0352.an estimated accuracy of +/- 6 seconds.
 HA0352
 HA0352.The orthometric height was determined by differential leveling
 HA0352.and adjusted by the National Geodetic Survey in June 1991..
 HA0352
 HA0352.The geoid height was determined by GEOID03.
 HA0352
 HA0352.The dynamic height is computed by dividing the NAVD 88
 HA0352.geopotential number by the normal gravity value computed on the
 HA0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0352.degrees latitude (g = 980.6199 gals.).
 HA0352
 HA0352.The modeled gravity was interpolated from observed gravity values.
 HA0352
 HA0352;                    North         East    Units  Estimated Accuracy
 HA0352;SPC KY1Z     - 1,122,920.    1,431,350.      MT  (+/- 180 meters Scaled)
 HA0352
 HA0352                          SUPERSEDED SURVEY CONTROL
 HA0352
 HA0352  NGVD 29 (??/??/92)  141.563  (m)          464.44   (f) ADJ UNCH    2 0
 HA0352
 HA0352.Superseded values are not recommended for survey control.
 HA0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0352.See file dsdata.txt to determine how the superseded data were derived.
 HA0352
 HA0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG419436(NAD 83)
 HA0352_MARKER: DB = BENCH MARK DISK
 HA0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0352_STAMPING: H 78 1935
 HA0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0352+STABILITY: SURFACE MOTION
 HA0352
 HA0352  HISTORY     - Date     Condition        Report By
 HA0352  HISTORY     - 1935     MONUMENTED       CGS
 HA0352
 HA0352                          STATION DESCRIPTION
 HA0352
 HA0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0352'2.4 MI W FROM CANEYVILLE.
 HA0352'2.4 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0352'STATION AT CANEYVILLE, GRAYSON COUNTY, 41 FEET NORTHWEST OF
 HA0352'TELEPHONE POLE 3796, 39 FEET NORTHEAST OF THE CENTER OF A ROAD
 HA0352'CROSSING, 28 FEET NORTH OF THE NORTH RAIL, 12 FEET EAST OF A
 HA0352'GATEPOST, 2.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 HA0352'2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED H 78
 HA0352'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0360 ***********************************************************************
 HA0360  DESIGNATION -  H 80
 HA0360  PID         -  HA0360
 HA0360  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0360  USGS QUAD   -  GLEN DEAN (1993)
 HA0360
 HA0360                         *CURRENT SURVEY CONTROL
 HA0360  ___________________________________________________________________
 HA0360* NAD 83(1986)-  37 37 30.     (N)    086 33 34.     (W)     SCALED    
 HA0360* NAVD 88     -       136.511  (meters)     447.87   (feet)  POSTED    
 HA0360  ___________________________________________________________________
 HA0360  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HA0360  DYNAMIC HT  -         136.410 (meters)     447.54  (feet)  COMP
 HA0360  MODELED GRAV-     979,907.4   (mgal)                       NAVD 88
 HA0360
 HA0360  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HA0360
 HA0360.The horizontal coordinates were scaled from a topographic map and have
 HA0360.an estimated accuracy of +/- 6 seconds.
 HA0360
 HA0360.The orthometric height was determined by differential leveling
 HA0360.and adjusted by the National Geodetic Survey in 1992..
 HA0360.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HA0360.rate of 4.1 thru 8.0 mm/km.
 HA0360
 HA0360.The geoid height was determined by GEOID03.
 HA0360
 HA0360.The dynamic height is computed by dividing the NAVD 88
 HA0360.geopotential number by the normal gravity value computed on the
 HA0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0360.degrees latitude (g = 980.6199 gals.).
 HA0360
 HA0360.The modeled gravity was interpolated from observed gravity values.
 HA0360
 HA0360;                    North         East    Units  Estimated Accuracy
 HA0360;SPC KY1Z     - 1,143,660.    1,428,550.      MT  (+/- 180 meters Scaled)
 HA0360
 HA0360                          SUPERSEDED SURVEY CONTROL
 HA0360
 HA0360  NGVD 29 (??/??/92)  136.655  (m)          448.34   (f) ADJ UNCH    2 0
 HA0360
 HA0360.Superseded values are not recommended for survey control.
 HA0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0360.See file dsdata.txt to determine how the superseded data were derived.
 HA0360
 HA0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG388643(NAD 83)
 HA0360_MARKER: DB = BENCH MARK DISK
 HA0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0360_STAMPING: H 80 1935
 HA0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0360+STABILITY: SURFACE MOTION
 HA0360
 HA0360  HISTORY     - Date     Condition        Report By
 HA0360  HISTORY     - 1935     MONUMENTED       CGS
 HA0360
 HA0360                          STATION DESCRIPTION
 HA0360
 HA0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0360'2.3 MI W FROM GLEN DEAN.
 HA0360'2.3 MILES WEST ALONG THE ABANDONED LOUISVILLE AND NASHVILLE
 HA0360'RAILROAD FROM THE FORMER STATION AT GLEN DEAN, BRECKINRIDGE
 HA0360'COUNTY, 33.5 FEET EAST OF THE NORTHEAST CORNER OF THE FORMER
 HA0360'STATION AT DEMPSTER, 6-1/4 RAILS WEST OF A SWITCH, 14 FEET EAST OF
 HA0360'THE ROADBED, AND ABOUT 2 FEET LOWER THAN THE ROADBED.  A STANDARD
 HA0360'DISK, STAMPED H 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0006 ***********************************************************************
 HA0006  DESIGNATION -  H 81
 HA0006  PID         -  HA0006
 HA0006  STATE/COUNTY-  KY/MEADE
 HA0006  USGS QUAD   -  GUSTON (1991)
 HA0006
 HA0006                         *CURRENT SURVEY CONTROL
 HA0006  ___________________________________________________________________
 HA0006* NAD 83(1986)-  37 54 12.     (N)    086 12 26.     (W)     SCALED    
 HA0006* NAVD 88     -       207.004  (meters)     679.15   (feet)  ADJUSTED  
 HA0006  ___________________________________________________________________
 HA0006  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HA0006  DYNAMIC HT  -         206.854 (meters)     678.65  (feet)  COMP
 HA0006  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 HA0006
 HA0006  VERT ORDER  -  SECOND    CLASS 0
 HA0006
 HA0006.The horizontal coordinates were scaled from a topographic map and have
 HA0006.an estimated accuracy of +/- 6 seconds.
 HA0006
 HA0006.The orthometric height was determined by differential leveling
 HA0006.and adjusted by the National Geodetic Survey in June 1991..
 HA0006
 HA0006.The geoid height was determined by GEOID03.
 HA0006
 HA0006.The dynamic height is computed by dividing the NAVD 88
 HA0006.geopotential number by the normal gravity value computed on the
 HA0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0006.degrees latitude (g = 980.6199 gals.).
 HA0006
 HA0006.The modeled gravity was interpolated from observed gravity values.
 HA0006
 HA0006;                    North         East    Units  Estimated Accuracy
 HA0006;SPC KY1Z     - 1,174,340.    1,459,790.      MT  (+/- 180 meters Scaled)
 HA0006
 HA0006                          SUPERSEDED SURVEY CONTROL
 HA0006
 HA0006  NGVD 29 (??/??/92)  207.103  (m)          679.47   (f) ADJ UNCH    2 0
 HA0006
 HA0006.Superseded values are not recommended for survey control.
 HA0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0006.See file dsdata.txt to determine how the superseded data were derived.
 HA0006
 HA0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG696953(NAD 83)
 HA0006_MARKER: DB = BENCH MARK DISK
 HA0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0006_STAMPING: H 81 1935
 HA0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0006+STABILITY: SURFACE MOTION
 HA0006
 HA0006  HISTORY     - Date     Condition        Report By
 HA0006  HISTORY     - 1935     MONUMENTED       CGS
 HA0006  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0006
 HA0006                          STATION DESCRIPTION
 HA0006
 HA0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0006'2.7 MI SW FROM EKRON.
 HA0006'2.7 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HA0006'RAILROAD FROM THE STATION AT EKRON, MEADE COUNTY, 150 FEET
 HA0006'NORTHWEST OF MILEPOST 44, AT A ROAD CROSSING, 48 FEET NORTHEAST
 HA0006'OF THE CENTER OF THE CROSSING, 45 FEET NORTH OF THE NORTH RAIL, 3
 HA0006'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN
 HA0006'THE TRACK.  A STANDARD DISK, STAMPED H 81 1935 AND SET IN THE TOP
 HA0006'OF A CONCRETE POST.
 HA0006
 HA0006                          STATION RECOVERY (1988)
 HA0006
 HA0006'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 HA0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3123 ***********************************************************************
 GY3123  DESIGNATION -  H 82 RESET
 GY3123  PID         -  GY3123
 GY3123  STATE/COUNTY-  KY/PIKE
 GY3123  USGS QUAD   -  META (1992)
 GY3123
 GY3123                         *CURRENT SURVEY CONTROL
 GY3123  ___________________________________________________________________
 GY3123* NAD 83(1986)-  37 34 00.     (N)    082 27 29.     (W)     SCALED    
 GY3123* NAVD 88     -       222.71   (meters)     730.7    (feet)  RESET     
 GY3123  ___________________________________________________________________
 GY3123  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GY3123
 GY3123  VERT ORDER  -  THIRD
 GY3123
 GY3123.The horizontal coordinates were scaled from a topographic map and have
 GY3123.an estimated accuracy of +/- 6 seconds.
 GY3123
 GY3123.The orthometric height was computed from unverified reset data.
 GY3123.No vertical observational check was made to the station.
 GY3123
 GY3123.The geoid height was determined by GEOID03.
 GY3123
 GY3123;                    North         East    Units  Estimated Accuracy
 GY3123;SPC KY1Z     - 1,142,010.    1,790,750.      MT  (+/- 180 meters Scaled)
 GY3123
 GY3123                          SUPERSEDED SURVEY CONTROL
 GY3123
 GY3123  NGVD 29 (10/08/05)  222.91   (m)          731.3    (f) RESET       3  
 GY3123
 GY3123.Superseded values are not recommended for survey control.
 GY3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3123.See file dsdata.txt to determine how the superseded data were derived.
 GY3123
 GY3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB712587(NAD 83)
 GY3123_MARKER: DB = BENCH MARK DISK
 GY3123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY3123_STAMPING: H 82 RESET 1981
 GY3123_MARK LOGO: NGS   
 GY3123_PROJECTION: FLUSH
 GY3123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3123+STABILITY: SURFACE MOTION
 GY3123
 GY3123  HISTORY     - Date     Condition        Report By
 GY3123  HISTORY     - 1981     MONUMENTED       NGS
 GY3123
 GY3123                          STATION DESCRIPTION
 GY3123
 GY3123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 GY3123'3.0 KM (1.85 MI) SW FROM META.
 GY3123'3.0 KM (1.85 MI) SOUTHWEST ALONG U.S. HIGHWAY 119 FROM ITS JUNCTION
 GY3123'WITH STATE HIGHWAY 632 IN META, 3.1 METERS (12.0 FT) WEST OF WEST RAIL
 GY3123'OF RAILROAD TRACK, 0.6 METER (2.0 FT) SOUTH OF FENCE CORNERPOST, 7.3
 GY3123'METERS (24.0 FT) NORTHEAST OF CENTERLINE OF OLD HIGHWAY 119, AND 85.3
 GY3123'METERS (280.0 FT) SOUTH OF THE CENTERLINE OF THE PROPOSED NEW HIGHWAY
 GY3123'119, AND MARK HAS RAILROAD SPIKE IN ITS TOP.
 GY3123'THE MARK IS 1.0 FT  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0827 ***********************************************************************
 GY0827  DESIGNATION -  H 83
 GY0827  PID         -  GY0827
 GY0827  STATE/COUNTY-  KY/PIKE
 GY0827  USGS QUAD   -  JENKINS EAST (1992)
 GY0827
 GY0827                         *CURRENT SURVEY CONTROL
 GY0827  ___________________________________________________________________
 GY0827* NAD 83(1986)-  37 12 46.     (N)    082 33 27.     (W)     SCALED    
 GY0827* NAVD 88     -       421.579  (meters)    1383.13   (feet)  ADJUSTED  
 GY0827  ___________________________________________________________________
 GY0827  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GY0827  DYNAMIC HT  -         421.226 (meters)    1381.97  (feet)  COMP
 GY0827  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 GY0827
 GY0827  VERT ORDER  -  SECOND    CLASS 0
 GY0827
 GY0827.The horizontal coordinates were scaled from a topographic map and have
 GY0827.an estimated accuracy of +/- 6 seconds.
 GY0827
 GY0827.The orthometric height was determined by differential leveling
 GY0827.and adjusted by the National Geodetic Survey in June 1991..
 GY0827.WARNING-Repeat measurements at this control monument indicate possible
 GY0827.vertical movement.
 GY0827
 GY0827.The geoid height was determined by GEOID03.
 GY0827
 GY0827.The dynamic height is computed by dividing the NAVD 88
 GY0827.geopotential number by the normal gravity value computed on the
 GY0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0827.degrees latitude (g = 980.6199 gals.).
 GY0827
 GY0827.The modeled gravity was interpolated from observed gravity values.
 GY0827
 GY0827;                    North         East    Units  Estimated Accuracy
 GY0827;SPC KY1Z     - 1,102,450.    1,783,310.      MT  (+/- 180 meters Scaled)
 GY0827
 GY0827                          SUPERSEDED SURVEY CONTROL
 GY0827
 GY0827  NGVD 29 (??/??/92)  421.736  (m)         1383.65   (f) ADJ UNCH    2 0
 GY0827
 GY0827.Superseded values are not recommended for survey control.
 GY0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0827.See file dsdata.txt to determine how the superseded data were derived.
 GY0827
 GY0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB618196(NAD 83)
 GY0827_MARKER: DB = BENCH MARK DISK
 GY0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0827_SP_SET: CULVERT
 GY0827_STAMPING: H 83 1935 1383.646
 GY0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0827
 GY0827  HISTORY     - Date     Condition        Report By
 GY0827  HISTORY     - 1935     MONUMENTED       CGS
 GY0827  HISTORY     - 1956     POOR             NGS
 GY0827
 GY0827                          STATION DESCRIPTION
 GY0827
 GY0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0827'AT SHELBY GAP.
 GY0827'AT SHELBY GAP, ON U.S. HIGHWAY 23, 15 YARDS NORTHWEST OF THE
 GY0827'NORTHWEST CORNER OF A STORE, OPPOSITE SHELBY GAP STATION SIGN,
 GY0827'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF
 GY0827'CULVERT UNDER HIGHWAY, ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0829 ***********************************************************************
 HY0829  DESIGNATION -  H 84
 HY0829  PID         -  HY0829
 HY0829  STATE/COUNTY-  KY/BOYD
 HY0829  USGS QUAD   -  BURNAUGH (1989)
 HY0829
 HY0829                         *CURRENT SURVEY CONTROL
 HY0829  ___________________________________________________________________
 HY0829* NAD 83(1986)-  38 21 02.     (N)    082 35 59.     (W)     SCALED    
 HY0829* NAVD 88     -       168.518  (meters)     552.88   (feet)  ADJUSTED  
 HY0829  ___________________________________________________________________
 HY0829  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY0829  DYNAMIC HT  -         168.404 (meters)     552.51  (feet)  COMP
 HY0829  MODELED GRAV-     979,951.1   (mgal)                       NAVD 88
 HY0829
 HY0829  VERT ORDER  -  SECOND    CLASS 0
 HY0829
 HY0829.The horizontal coordinates were scaled from a topographic map and have
 HY0829.an estimated accuracy of +/- 6 seconds.
 HY0829
 HY0829.The orthometric height was determined by differential leveling
 HY0829.and adjusted by the National Geodetic Survey in June 1991..
 HY0829
 HY0829.The geoid height was determined by GEOID03.
 HY0829
 HY0829.The dynamic height is computed by dividing the NAVD 88
 HY0829.geopotential number by the normal gravity value computed on the
 HY0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0829.degrees latitude (g = 980.6199 gals.).
 HY0829
 HY0829.The modeled gravity was interpolated from observed gravity values.
 HY0829
 HY0829;                    North         East    Units  Estimated Accuracy
 HY0829;SPC KY1Z     - 1,228,530.    1,775,310.      MT  (+/- 180 meters Scaled)
 HY0829
 HY0829                          SUPERSEDED SURVEY CONTROL
 HY0829
 HY0829  NGVD 29 (??/??/92)  168.706  (m)          553.50   (f) ADJ UNCH    2 0
 HY0829
 HY0829.Superseded values are not recommended for survey control.
 HY0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0829.See file dsdata.txt to determine how the superseded data were derived.
 HY0829
 HY0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC602459(NAD 83)
 HY0829_MARKER: DB = BENCH MARK DISK
 HY0829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0829_SP_SET: CULVERT
 HY0829_STAMPING: H 84 1935 553.595
 HY0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0829
 HY0829  HISTORY     - Date     Condition        Report By
 HY0829  HISTORY     - 1935     MONUMENTED       CGS
 HY0829  HISTORY     - 1955     GOOD             NGS
 HY0829  HISTORY     - 1972     MARK NOT FOUND   USGS
 HY0829  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 HY0829
 HY0829                          STATION DESCRIPTION
 HY0829
 HY0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0829'4.7 MI S FROM CATLETTSBURG.
 HY0829'2.0 MILES SOUTH ALONG U.S. HIGHWAY 23 FROM THE COURTHOUSE AT
 HY0829'CATLETTSBURG, THENCE 2.7 MILES SOUTH ALONG STATE HIGHWAY 3,
 HY0829'27 YARDS NORTH OF CHESAPEALE AN OHIO RAILROAD MILE POST 4, 28
 HY0829'FEET EAST OF THE CENTER LINE OF HIGHWAY, 22 FEET WEST OF THE
 HY0829'WEST RAIL, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEAD
 HY0829'WALL OF RAILROAD CULVERT 2 1/2 FEET BELOW THE LEVEL OF TRACK.
 HY0829'NOTE-- THIS MARK IS 6.35 MILE NORTH OF THE RAILROAD STATION AT
 HY0829'BURNAUGH.
 HY0829
 HY0829                          STATION RECOVERY (1972)
 HY0829
 HY0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HY0829'MARK NOT FOUND.
 HY0829
 HY0829                          STATION RECOVERY (1984)
 HY0829
 HY0829'RECOVERY NOTE BY US POWER SQUADRON 1984 (JDF)
 HY0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1041 ***********************************************************************
 GY1041  DESIGNATION -  H 88
 GY1041  PID         -  GY1041
 GY1041  STATE/COUNTY-  KY/KNOTT
 GY1041  USGS QUAD   -  HINDMAN (1992)
 GY1041
 GY1041                         *CURRENT SURVEY CONTROL
 GY1041  ___________________________________________________________________
 GY1041* NAD 83(1986)-  37 20 06.     (N)    082 58 56.     (W)     SCALED    
 GY1041* NAVD 88     -       313.192  (meters)    1027.53   (feet)  ADJUSTED  
 GY1041  ___________________________________________________________________
 GY1041  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GY1041  DYNAMIC HT  -         312.939 (meters)    1026.70  (feet)  COMP
 GY1041  MODELED GRAV-     979,814.4   (mgal)                       NAVD 88
 GY1041
 GY1041  VERT ORDER  -  SECOND    CLASS 0
 GY1041
 GY1041.The horizontal coordinates were scaled from a topographic map and have
 GY1041.an estimated accuracy of +/- 6 seconds.
 GY1041
 GY1041.The orthometric height was determined by differential leveling
 GY1041.and adjusted by the National Geodetic Survey in June 1991..
 GY1041
 GY1041.The geoid height was determined by GEOID03.
 GY1041
 GY1041.The dynamic height is computed by dividing the NAVD 88
 GY1041.geopotential number by the normal gravity value computed on the
 GY1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1041.degrees latitude (g = 980.6199 gals.).
 GY1041
 GY1041.The modeled gravity was interpolated from observed gravity values.
 GY1041
 GY1041;                    North         East    Units  Estimated Accuracy
 GY1041;SPC KY1Z     - 1,114,810.    1,745,230.      MT  (+/- 180 meters Scaled)
 GY1041
 GY1041                          SUPERSEDED SURVEY CONTROL
 GY1041
 GY1041  NGVD 29 (??/??/92)  313.348  (m)         1028.04   (f) ADJ UNCH    2 0
 GY1041
 GY1041.Superseded values are not recommended for survey control.
 GY1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1041.See file dsdata.txt to determine how the superseded data were derived.
 GY1041
 GY1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB243338(NAD 83)
 GY1041_MARKER: DB = BENCH MARK DISK
 GY1041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1041_SP_SET: ABUTMENT
 GY1041_STAMPING: H 88 1952 1028.043
 GY1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1041
 GY1041  HISTORY     - Date     Condition        Report By
 GY1041  HISTORY     - 1952     MONUMENTED       CGS
 GY1041  HISTORY     - 1956     POOR             NGS
 GY1041  HISTORY     - 20060126 MARK NOT FOUND   KYTC
 GY1041
 GY1041                          STATION DESCRIPTION
 GY1041
 GY1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY1041'AT HINDMAN.
 GY1041'AT HINDMAN, ABOUT 65 YARDS NORTHEAST ALONG STATE HIGHWAY 80
 GY1041'FROM THE COURT HOUSE, IN THE TOP OF THE SOUTH END OF THE SOUTH WING
 GY1041'WALL OF SOUTHWEST ABUTMENT OF HIGHWAY 80 BRIDGE OVER LEFT FORK OF
 GY1041'TROUBLESOME CREEK, 24 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 GY1041'1 FOOT NORTH OF SOUTH END OF WINGWALL AND ABOUT 1 FOOT ABOVE
 GY1041'LEVEL OF HIGHWAY.
 GY1041
 GY1041                          STATION RECOVERY (1956)
 GY1041
 GY1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1041'MARK RECOVERED IN POOR CONDITION.
 GY1041
 GY1041                          STATION RECOVERY (2006)
 GY1041
 GY1041'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1041'THIS BRIDGE WAS REPLACED AND WIDENED IN 2003, NO SIGN OF RESET,
 GY1041'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1560 ***********************************************************************
 HY1560  DESIGNATION -  H 90
 HY1560  PID         -  HY1560
 HY1560  STATE/COUNTY-  KY/MORGAN
 HY1560  USGS QUAD   -  WRIGLEY (1993)
 HY1560
 HY1560                         *CURRENT SURVEY CONTROL
 HY1560  ___________________________________________________________________
 HY1560* NAD 83(1986)-  38 01 02.     (N)    083 16 18.     (W)     SCALED    
 HY1560* NAVD 88     -       248.585  (meters)     815.57   (feet)  ADJUSTED  
 HY1560  ___________________________________________________________________
 HY1560  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HY1560  DYNAMIC HT  -         248.407 (meters)     814.98  (feet)  COMP
 HY1560  MODELED GRAV-     979,907.2   (mgal)                       NAVD 88
 HY1560
 HY1560  VERT ORDER  -  FIRST     CLASS I
 HY1560
 HY1560.The horizontal coordinates were scaled from a topographic map and have
 HY1560.an estimated accuracy of +/- 6 seconds.
 HY1560
 HY1560.The orthometric height was determined by differential leveling
 HY1560.and adjusted by the National Geodetic Survey in June 1991..
 HY1560
 HY1560.The geoid height was determined by GEOID03.
 HY1560
 HY1560.The dynamic height is computed by dividing the NAVD 88
 HY1560.geopotential number by the normal gravity value computed on the
 HY1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1560.degrees latitude (g = 980.6199 gals.).
 HY1560
 HY1560.The modeled gravity was interpolated from observed gravity values.
 HY1560
 HY1560;                    North         East    Units  Estimated Accuracy
 HY1560;SPC KY1Z     - 1,189,770.    1,717,580.      MT  (+/- 180 meters Scaled)
 HY1560
 HY1560                          SUPERSEDED SURVEY CONTROL
 HY1560
 HY1560  NGVD 29 (??/??/92)  248.753  (m)          816.12   (f) ADJ UNCH    1 1
 HY1560
 HY1560.Superseded values are not recommended for survey control.
 HY1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1560.See file dsdata.txt to determine how the superseded data were derived.
 HY1560
 HY1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC005101(NAD 83)
 HY1560_MARKER: DB = BENCH MARK DISK
 HY1560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1560_SP_SET: BRIDGE
 HY1560_STAMPING: H 90 1935 816.097
 HY1560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1560
 HY1560  HISTORY     - Date     Condition        Report By
 HY1560  HISTORY     - 1935     MONUMENTED       CGS
 HY1560  HISTORY     - 1955     GOOD             NGS
 HY1560
 HY1560                          STATION DESCRIPTION
 HY1560
 HY1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1560'AT WRIGLEY.
 HY1560'0.1 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS 711 AND 7 IN
 HY1560'WRIGLEY, IN THE SOUTHEAST WING WALL OF CONCRETE BRIDGE OVER
 HY1560'NORTH FORK CREEK, 12.0 FEET EAST OF THE CENTER LINE OF HIGHWAY
 HY1560'7, ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1871 ***********************************************************************
 GY1871  DESIGNATION -  H 91
 GY1871  PID         -  GY1871
 GY1871  STATE/COUNTY-  KY/MAGOFFIN
 GY1871  USGS QUAD   -  SALYERSVILLE NORTH (1992)
 GY1871
 GY1871                         *CURRENT SURVEY CONTROL
 GY1871  ___________________________________________________________________
 GY1871* NAD 83(1986)-  37 45 08.     (N)    083 04 09.     (W)     SCALED    
 GY1871* NAVD 88     -       260.022  (meters)     853.09   (feet)  ADJUSTED  
 GY1871  ___________________________________________________________________
 GY1871  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GY1871  DYNAMIC HT  -         259.827 (meters)     852.45  (feet)  COMP
 GY1871  MODELED GRAV-     979,872.4   (mgal)                       NAVD 88
 GY1871
 GY1871  VERT ORDER  -  SECOND    CLASS 0
 GY1871
 GY1871.The horizontal coordinates were scaled from a topographic map and have
 GY1871.an estimated accuracy of +/- 6 seconds.
 GY1871
 GY1871.The orthometric height was determined by differential leveling
 GY1871.and adjusted by the National Geodetic Survey in June 1991..
 GY1871.WARNING-Repeat measurements at this control monument indicate possible
 GY1871.vertical movement.
 GY1871
 GY1871.The geoid height was determined by GEOID03.
 GY1871
 GY1871.The dynamic height is computed by dividing the NAVD 88
 GY1871.geopotential number by the normal gravity value computed on the
 GY1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1871.degrees latitude (g = 980.6199 gals.).
 GY1871
 GY1871.The modeled gravity was interpolated from observed gravity values.
 GY1871
 GY1871;                    North         East    Units  Estimated Accuracy
 GY1871;SPC KY1Z     - 1,160,870.    1,736,200.      MT  (+/- 180 meters Scaled)
 GY1871
 GY1871                          SUPERSEDED SURVEY CONTROL
 GY1871
 GY1871  NGVD 29 (??/??/92)  260.210  (m)          853.71   (f) ADJ UNCH    2 0
 GY1871
 GY1871.Superseded values are not recommended for survey control.
 GY1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1871.See file dsdata.txt to determine how the superseded data were derived.
 GY1871
 GY1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB177803(NAD 83)
 GY1871_MARKER: DB = BENCH MARK DISK
 GY1871_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1871_SP_SET: BUILDING
 GY1871_STAMPING: H 91 1935 853.706
 GY1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1871
 GY1871  HISTORY     - Date     Condition        Report By
 GY1871  HISTORY     - 1935     MONUMENTED       CGS
 GY1871  HISTORY     - 1955     GOOD             NGS
 GY1871  HISTORY     - 1983     GOOD             USE
 GY1871
 GY1871                          STATION DESCRIPTION
 GY1871
 GY1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1871'AT SALYERSVILLE.
 GY1871'AT THE COURTHOUSE, IN THE ROUNDED PORTION AT THE NORTHEAST CORNER
 GY1871'OF THE BUILDING, 25 FEET EAST OF THE CENTER OF THE ENTRANCE ON
 GY1871'NORTH SIDE, 19 FEET SOUTH OF THE SOUTH CURB OF THE STREET, 0.8
 GY1871'FOOT ABOVE THE STONE WATER TABLE, 2 FEET ABOVE THE LEVEL OF THE
 GY1871'GROUND.
 GY1871
 GY1871                          STATION RECOVERY (1983)
 GY1871
 GY1871'RECOVERY NOTE BY US ENGINEERS 1983
 GY1871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0909 ***********************************************************************
 HY0909  DESIGNATION -  H 92
 HY0909  PID         -  HY0909
 HY0909  STATE/COUNTY-  KY/LAWRENCE
 HY0909  USGS QUAD   -  BLAINE (1993)
 HY0909
 HY0909                         *CURRENT SURVEY CONTROL
 HY0909  ___________________________________________________________________
 HY0909* NAD 83(1986)-  38 01 43.     (N)    082 50 39.     (W)     SCALED    
 HY0909* NAVD 88     -       199.346  (meters)     654.02   (feet)  ADJUSTED  
 HY0909  ___________________________________________________________________
 HY0909  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HY0909  DYNAMIC HT  -         199.202 (meters)     653.55  (feet)  COMP
 HY0909  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 HY0909
 HY0909  VERT ORDER  -  SECOND    CLASS 0
 HY0909
 HY0909.The horizontal coordinates were scaled from a topographic map and have
 HY0909.an estimated accuracy of +/- 6 seconds.
 HY0909
 HY0909.The orthometric height was determined by differential leveling
 HY0909.and adjusted by the National Geodetic Survey in June 1991..
 HY0909.WARNING-Repeat measurements at this control monument indicate possible
 HY0909.vertical movement.
 HY0909
 HY0909.The geoid height was determined by GEOID03.
 HY0909
 HY0909.The dynamic height is computed by dividing the NAVD 88
 HY0909.geopotential number by the normal gravity value computed on the
 HY0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0909.degrees latitude (g = 980.6199 gals.).
 HY0909
 HY0909.The modeled gravity was interpolated from observed gravity values.
 HY0909
 HY0909;                    North         East    Units  Estimated Accuracy
 HY0909;SPC KY1Z     - 1,192,120.    1,755,060.      MT  (+/- 180 meters Scaled)
 HY0909
 HY0909                          SUPERSEDED SURVEY CONTROL
 HY0909
 HY0909  NGVD 29 (??/??/92)  199.547  (m)          654.68   (f) ADJ UNCH    2 0
 HY0909
 HY0909.Superseded values are not recommended for survey control.
 HY0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0909.See file dsdata.txt to determine how the superseded data were derived.
 HY0909
 HY0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC381105(NAD 83)
 HY0909_MARKER: DB = BENCH MARK DISK
 HY0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0909_STAMPING: H 92 1935 654.680
 HY0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0909+STABILITY: SURFACE MOTION
 HY0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0909+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 HY0909
 HY0909  HISTORY     - Date     Condition        Report By
 HY0909  HISTORY     - 1935     MONUMENTED       CGS
 HY0909  HISTORY     - 1955     GOOD             NGS
 HY0909  HISTORY     - 19960729 GOOD             KYDT
 HY0909
 HY0909                          STATION DESCRIPTION
 HY0909
 HY0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0909'AT BLAINE.
 HY0909'0.1 MILE WEST ALONG STATE HIGHWAY 32 FROM THE BANK AT BLAINE,
 HY0909'OPPOSITE THE SOUTHEAST CORNER OF FRAME GARAGE, ABOUT 100 FEET
 HY0909'NORTHEAST OF THE NORTHEAST CORNER OF LARGE BRICK HOUSE AND ABOUT
 HY0909'35 FEET BELOW THIS CORNER, 24.0 FEET SOUTHWEST OF THE CENTER
 HY0909'LINE OF THE HIGHWAY, 19.5 FEET SOUTHEAST OF A GAS METER, 2 FEET
 HY0909'NORTHEAST OF THE CONCRETE RETAINING WALL AROUND THE YARD OF THE
 HY0909'HOUSE, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HY0909
 HY0909                          STATION RECOVERY (1996)
 HY0909
 HY0909'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 HY0909'GARAGE GONE, 22.2 FEET SOUTHWEST OF CENTER LINE OF KY 32, 4 FEET
 HY0909'NORTHWEST OF GAS PIPE THRU RETAINING WALL AND 0.5 FOOT NORTHEAST OF
 HY0909'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1491 ***********************************************************************
 HA1491  DESIGNATION -  HABIT
 HA1491  PID         -  HA1491
 HA1491  STATE/COUNTY-  KY/DAVIESS
 HA1491  USGS QUAD   -  PHILPOT (1973)
 HA1491
 HA1491                         *CURRENT SURVEY CONTROL
 HA1491  ___________________________________________________________________
 HA1491* NAD 83(1993)-  37 41 49.49621(N)    086 59 47.09900(W)     ADJUSTED  
 HA1491* NAVD 88     -       170.59   (+/-2cm)     559.7    (feet)  VERTCON   
 HA1491  ___________________________________________________________________
 HA1491  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 HA1491  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HA1491
 HA1491  HORZ ORDER  -  FIRST
 HA1491  VERT ORDER  -  THIRD ? (See Below)
 HA1491
 HA1491.The horizontal coordinates were established by classical geodetic methods
 HA1491.and adjusted by the National Geodetic Survey in December 1995..
 HA1491
 HA1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1491.The vertical order pertains to the NGVD 29 superseded value.
 HA1491
 HA1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1491
 HA1491.The geoid height was determined by GEOID03.
 HA1491
 HA1491;                    North         East     Units Scale Factor Converg.
 HA1491;SPC KY1Z     - 1,152,086.149 1,390,088.585   MT  0.99990982   -0 45 54.9
 HA1491;SPC KY1Z     - 3,779,802.64  4,560,648.97   sFT  0.99990982   -0 45 54.9
 HA1491;SPC KY S     -   652,068.745   390,082.394   MT  0.99996541   -0 45 21.3
 HA1491;SPC KY S     - 2,139,328.87  1,279,795.32   sFT  0.99996541   -0 45 21.3
 HA1491;UTM  16      - 4,172,206.543   500,315.921   MT  0.99960000   +0 00 07.9
 HA1491
 HA1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1491!SPC KY1Z     -   0.99997806  x   0.99990982  =   0.99988788
 HA1491!SPC KY S     -   0.99997806  x   0.99996541  =   0.99994347
 HA1491!UTM  16      -   0.99997806  x   0.99960000  =   0.99957807
 HA1491
 HA1491|---------------------------------------------------------------------|
 HA1491| PID    Reference Object                     Distance      Geod. Az  |
 HA1491|                                                           dddmmss.s |
 HA1491| HA1774 HABIT RM 1                           30.222 METERS 25614     |
 HA1491| CG7953 HABIT AZ MK                                        2601028.1 |
 HA1491| CG7954 HABIT RM 2                           29.288 METERS 32538     |
 HA1491|---------------------------------------------------------------------|
 HA1491
 HA1491                          SUPERSEDED SURVEY CONTROL
 HA1491
 HA1491  NAD 83(1986)-  37 41 49.50605(N)    086 59 47.10440(W) AD(       ) 1
 HA1491  NAD 27      -  37 41 49.32600(N)    086 59 47.12800(W) AD(       ) 1
 HA1491  NGVD 29 (07/19/86)  170.70   (m)          560.0    (f) LEVELING    3  
 HA1491
 HA1491.Superseded values are not recommended for survey control.
 HA1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1491.See file dsdata.txt to determine how the superseded data were derived.
 HA1491
 HA1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0031672207(NAD 83)
 HA1491_MARKER: DS = TRIANGULATION STATION DISK
 HA1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1491
 HA1491  HISTORY     - Date     Condition        Report By
 HA1491  HISTORY     - 1950     MONUMENTED       CGS
 HA1491
 HA1491                          STATION DESCRIPTION
 HA1491
 HA1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1491'STATION IS LOCATED ON THE FRONT LAWN OF THE BETHABARA BAPTIST CHURCH
 HA1491'IN HABIT AND ON THE EAST SIDE OF STATE HIGHWAY 142 ABOUT 2.5 MILES
 HA1491'SOUTH OF PHILPOT.  IT IS 286 FEET SOUTHWEST OF THE INTERSECTION OF
 HA1491'STATE HIGHWAY 142 AND A PAVED ROAD EAST, 66 FEET SOUTHWEST OF THE
 HA1491'SOUTHWEST CORNER OF THE CHURCH, 57 FEET EAST OF THE CENTER OF THE
 HA1491'HIGHWAY, 51 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK LEADING TO
 HA1491'THE CHURCH AND 38 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS
 HA1491'ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 HA1491'STAMPED HABIT 1950.
 HA1491'
 HA1491'REFERENCE MARK NO. 1 IS 23 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 HA1491'ONE FOOT EAST OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 HA1491'THE DISK IS STAMPED HABIT NO 1 1950.
 HA1491'
 HA1491'REFERENCE MARK NO. 2 IS IN A WHITE BOARD FENCELINE, 23 FEET WEST OF
 HA1491'THE CENTER OF THE HIGHWAY AND 20 FEET NORTH OF A FENCE CORNER.
 HA1491'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HABIT NO 2
 HA1491'1950.
 HA1491'
 HA1491'AZIMUTH MARK IS 3 FEET WEST OF A WHITE WITNESS POST AND ONE FOOT
 HA1491'NORTH OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 8 INCHES AND
 HA1491'THE DISK IS STAMPED HABIT 1950.
 HA1491'
 HA1491'TO REACH AZIMUTH MARK FROM THE STATION GO SOUTH ON THE HIGHWAY 0.05
 HA1491'MILE TO A LANE RIGHT, TURN RIGHT AND GO 0.2 MILE TO THE AZIMUTH MARK
 HA1491'ON THE LEFT AS DESCRIBED.
 HA1491'
 HA1491'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1774 ***********************************************************************
 HA1774  CBN         -  This is a Cooperative Base Network Control Station.
 HA1774  DESIGNATION -  HABIT RM 1
 HA1774  PID         -  HA1774
 HA1774  STATE/COUNTY-  KY/DAVIESS
 HA1774  USGS QUAD   -  PHILPOT (1973)
 HA1774
 HA1774                         *CURRENT SURVEY CONTROL
 HA1774  ___________________________________________________________________
 HA1774* NAD 83(1993)-  37 41 49.26293(N)    086 59 48.29722(W)     ADJUSTED  
 HA1774* NAVD 88     -       169.9    (meters)     557.     (feet)  GPS OBS   
 HA1774  ___________________________________________________________________
 HA1774  X           -     264,748.970 (meters)                     COMP
 HA1774  Y           -  -5,046,233.207 (meters)                     COMP
 HA1774  Z           -   3,878,974.327 (meters)                     COMP
 HA1774  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 HA1774  ELLIP HEIGHT-         139.15  (meters)          (11/03/04) GPS OBS
 HA1774  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HA1774
 HA1774  HORZ ORDER  -  B
 HA1774  ELLP ORDER  -  THIRD     CLASS I
 HA1774
 HA1774.The horizontal coordinates were established by GPS observations
 HA1774.and adjusted by the National Geodetic Survey in September 1994..
 HA1774
 HA1774.The orthometric height was determined by GPS observations and a
 HA1774.high-resolution geoid model.
 HA1774
 HA1774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1774
 HA1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1774
 HA1774.The ellipsoidal height was determined by GPS observations
 HA1774.and is referenced to NAD 83.
 HA1774
 HA1774.The geoid height was determined by GEOID03.
 HA1774
 HA1774;                    North         East     Units Scale Factor Converg.
 HA1774;SPC KY1Z     - 1,152,079.350 1,390,059.140   MT  0.99990982   -0 45 55.6
 HA1774;SPC KY1Z     - 3,779,780.33  4,560,552.36   sFT  0.99990982   -0 45 55.6
 HA1774;SPC KY S     -   652,061.941   390,052.949   MT  0.99996540   -0 45 22.0
 HA1774;SPC KY S     - 2,139,306.55  1,279,698.72   sFT  0.99996540   -0 45 22.0
 HA1774;UTM  16      - 4,172,199.352   500,286.579   MT  0.99960000   +0 00 07.2
 HA1774
 HA1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1774!SPC KY1Z     -   0.99997817  x   0.99990982  =   0.99988799
 HA1774!SPC KY S     -   0.99997817  x   0.99996540  =   0.99994357
 HA1774!UTM  16      -   0.99997817  x   0.99960000  =   0.99957817
 HA1774
 HA1774                          SUPERSEDED SURVEY CONTROL
 HA1774
 HA1774  ELLIP H (09/07/94)  139.21   (m)                       GP(       ) 4 1
 HA1774
 HA1774.Superseded values are not recommended for survey control.
 HA1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1774.See file dsdata.txt to determine how the superseded data were derived.
 HA1774
 HA1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0028772199(NAD 83)
 HA1774_MARKER: DR = REFERENCE MARK DISK
 HA1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1774_SP_SET: CONCRETE POST
 HA1774_STAMPING: HABIT NO 1 1950
 HA1774_MARK LOGO: CGS   
 HA1774_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1774+STABILITY: SURFACE MOTION
 HA1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1774+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2003
 HA1774
 HA1774  HISTORY     - Date     Condition        Report By
 HA1774  HISTORY     - 1950     MONUMENTED       CGS
 HA1774  HISTORY     - 19931205 GOOD             NGS
 HA1774  HISTORY     - 19940215 GOOD
 HA1774  HISTORY     - 20011008 GOOD             KYDT
 HA1774  HISTORY     - 20030111 GOOD             WOOLPT
 HA1774
 HA1774                          STATION DESCRIPTION
 HA1774
 HA1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HA1774'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF OWENSBORO,
 HA1774'2.5 MI (4.0 KM) SOUTH OF PHILPOT AND ACROSS THE STREET FROM THE
 HA1774'BETHABARA BAPTIST CHURCH.  OWNERSHIP--HIGHWAY RIGHT OF WAY.
 HA1774'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 142 AND STATE
 HA1774'ROUTE 54 IN PHILPOT (NEXT TO THE PHILPOT POST OFFICE), GO SOUTH ON
 HA1774'STATE ROUTE 142 FOR 2.65 MI (4.26 KM) TO A FORK IN ROAD.  TAKE THE
 HA1774'RIGHT FORK AND GO SOUTH ON STATE ROUTE 142 FOR 0.05 MI (0.08 KM) TO
 HA1774'THE STATION ON THE RIGHT ACCROSS THE STREET FROM THE BETHABARA
 HA1774'BAPTIST CHURCH.
 HA1774'THE STATION PROJECTS 38 CM ABOVE THE LEVEL OF THE GROUND.  LOCATED 6.4
 HA1774'M (21.0 FT) NORTHWEST FRON THE CENTERLINE OF STATE HIGHWAY 142, 3.0 M
 HA1774'(9.8 FT) WEST FROM A MAIL BOX POST, 0.4 M (1.3 FT) NORTHEAST FROM A
 HA1774'WITNESS POST.
 HA1774'NOTE, PARKING IS GOING TO BE DIFFICULT. IF NOT WET, CAN PARK ON GRASS.
 HA1774
 HA1774                          STATION RECOVERY (1994)
 HA1774
 HA1774'RECOVERED 1994
 HA1774'RECOVERED IN GOOD CONDITION.
 HA1774
 HA1774                          STATION RECOVERY (2001)
 HA1774
 HA1774'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (HE)
 HA1774'RECOVERED IN GOOD CONDITION.
 HA1774
 HA1774                          STATION RECOVERY (2003)
 HA1774
 HA1774'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HA1774'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1431 ***********************************************************************
 HA1431  DESIGNATION -  HADLEY
 HA1431  PID         -  HA1431
 HA1431  STATE/COUNTY-  KY/WARREN
 HA1431  USGS QUAD   -  HADLEY (1973)
 HA1431
 HA1431                         *CURRENT SURVEY CONTROL
 HA1431  ___________________________________________________________________
 HA1431* NAD 83(1993)-  37 03 31.25031(N)    086 36 18.52278(W)     ADJUSTED  
 HA1431* NAVD 88     -       207.17   (+/-2cm)     679.7    (feet)  VERTCON   
 HA1431  ___________________________________________________________________
 HA1431  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 HA1431  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HA1431
 HA1431  HORZ ORDER  -  THIRD
 HA1431  VERT ORDER  -  THIRD ? (See Below)
 HA1431
 HA1431.The horizontal coordinates were established by classical geodetic methods
 HA1431.and adjusted by the National Geodetic Survey in December 1995..
 HA1431
 HA1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1431.The vertical order pertains to the NGVD 29 superseded value.
 HA1431
 HA1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1431
 HA1431.The geoid height was determined by GEOID03.
 HA1431
 HA1431;                    North         East     Units Scale Factor Converg.
 HA1431;SPC KY1Z     - 1,080,851.490 1,423,941.237   MT  1.00000599   -0 31 30.1
 HA1431;SPC KY1Z     - 3,546,093.60  4,671,713.88   sFT  1.00000599   -0 31 30.1
 HA1431;SPC KY S     -   580,838.513   423,944.946   MT  0.99995690   -0 31 07.0
 HA1431;SPC KY S     - 1,905,634.35  1,390,892.71   sFT  0.99995690   -0 31 07.0
 HA1431;UTM  16      - 4,101,454.936   535,105.686   MT  0.99961518   +0 14 16.6
 HA1431
 HA1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1431!SPC KY1Z     -   0.99997227  x   1.00000599  =   0.99997826
 HA1431!SPC KY S     -   0.99997227  x   0.99995690  =   0.99992917
 HA1431!UTM  16      -   0.99997227  x   0.99961518  =   0.99958746
 HA1431
 HA1431:                Primary Azimuth Mark                     Grid Az
 HA1431:SPC KY1Z     -  HADLEY AZ MK                             052 25 47.6
 HA1431:SPC KY S     -  HADLEY AZ MK                             052 25 24.5
 HA1431:UTM  16      -  HADLEY AZ MK                             051 40 00.9
 HA1431
 HA1431|---------------------------------------------------------------------|
 HA1431| PID    Reference Object                     Distance      Geod. Az  |
 HA1431|                                                           dddmmss.s |
 HA1431| AI6879 HADLEY AZ MK                                       0515417.5 |
 HA1431| AI6880 HADLEY RM 1                          17.943 METERS 12928     |
 HA1431| AI6881 HADLEY RM 2                          17.136 METERS 21329     |
 HA1431| HA1433 HADLEY MID VALLEY OIL RAD TWR       APPROX. 5.2 KM 3344758.8 |
 HA1431|---------------------------------------------------------------------|
 HA1431
 HA1431                          SUPERSEDED SURVEY CONTROL
 HA1431
 HA1431  NAD 83(1986)-  37 03 31.25945(N)    086 36 18.52823(W) AD(       ) 3
 HA1431  NAD 27      -  37 03 31.11300(N)    086 36 18.57000(W) AD(       ) 3
 HA1431  NGVD 29 (07/19/86)  207.30   (m)          680.1    (f) LEVELING    3  
 HA1431
 HA1431.Superseded values are not recommended for survey control.
 HA1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1431.See file dsdata.txt to determine how the superseded data were derived.
 HA1431
 HA1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3510601455(NAD 83)
 HA1431_MARKER: DS = TRIANGULATION STATION DISK
 HA1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1431_STAMPING: HADLEY 1952
 HA1431_MARK LOGO: CGS   
 HA1431_PROJECTION: FLUSH
 HA1431_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1431
 HA1431  HISTORY     - Date     Condition        Report By
 HA1431  HISTORY     - 1952     MONUMENTED       CGS
 HA1431  HISTORY     - 19810721 GOOD             NGS
 HA1431
 HA1431                          STATION DESCRIPTION
 HA1431
 HA1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1431'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF BOWLING GREEN ON THE
 HA1431'GROUNDS OF THE FIRST METHODIST CHURCH, IN THE VILLAGE OF
 HA1431'HADLEY.  IT IS 265 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 71,
 HA1431'55 FEET EAST OF THE NORTHEAST CORNER OF THE CHURCH, 28 FEET
 HA1431'NORTHWEST OF THE CENTER OF A DIRT ROAD AND 6 FEET SOUTHWEST OF AN 18
 HA1431'INCH HICKORY TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HA1431'HADLEY 1952.
 HA1431'
 HA1431'REFERENCE MARK NO. 1 IS 15 FEET SOUTHEAST OF THE CENTER OF THE DIRT
 HA1431'ROAD, 3 FEET SOUTH OF A CEMETERY FENCE CORNER AND 3 FEET WEST OF A
 HA1431'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED HADLEY
 HA1431'NO 1 1952.
 HA1431'
 HA1431'REFERENCE MARK NO. 2 IS 73 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 HA1431'THE CHURCH AND 13 FEET SOUTHEAST OF THE CENTER OF THE DIRT ROAD.
 HA1431'THE MARK IS FLUSH AND THE DISK IS STAMPED HADLEY NO 2 1952.
 HA1431'
 HA1431'B.M. X 73 IS 26 FEET NORTH OF THE CENTER OF STATE HIGHWAY 71, 3 FEET
 HA1431'SOUTH OF A BOARD FENCE AND 0.5 FEET EAST OF A WHITE WITNESS POST.
 HA1431'THE MARK IS A STANDARD BENCH MARK DISK, STAMPED X 73 1935 AND SET IN
 HA1431'THE TOP OF A 6 X 6 INCH CONCRETE POST WHICH PROJECTS ABOUT 6
 HA1431'INCHES.
 HA1431'
 HA1431'AZIMUTH MARK IS 18 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 3 FEET
 HA1431'SOUTHWEST OF A GATE POST AND 1 FOOT NORTH OF A WHITE WITNESS POST.
 HA1431'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED HADLEY 1952.
 HA1431'
 HA1431'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 HA1431'HIGHWAY 71 IN THE SOUTHWEST SECTION OF BOWLING GREEN, GO WEST
 HA1431'THENCE NORTHWEST ON HIGHWAY 71 FOR 10.0 MILES TO STEEL BRIDGE OVER
 HA1431'THE GASPER RIVER, CONTINUE ON HIGHWAY 71 FOR 0.8 MILES TO THE TOP OF
 HA1431'A HIGH HILL AND THE STATION ON THE LEFT NEAR CHURCH AS DESCRIBED.
 HA1431'
 HA1431'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON DIRT ROAD
 HA1431'FOR 0.1 MILE TO HIGHWAY 71, CROSS HIGHWAY AND CONTINUE NORTH ON
 HA1431'GRAVEL ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 HA1431'
 HA1431'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HA1431
 HA1431                          STATION RECOVERY (1981)
 HA1431
 HA1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 HA1431'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 HA1431'REFERENCE MARK 2 WAS FOUND WITH THE TOP SHEARED OFF AND THE DISK GONE.
 HA1431'THE AZIMUTH MARK WAS FOUND UPROOTED AND THE DISK WAS SALVAGED.  BENCH
 HA1431'MARK X 73 1935 WAS FOUND WITH THE TOP SHEARED OFF AND THE DISK GONE.
 HA1431'REFERENCE MARK 3 WAS SET.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 HA1431'TO BE IN ERROR BY 0.05 OF A FOOT.  A NEW DESCRIPTION FOLLOWS.
 HA1431'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) NORTHWEST OF BOWLING
 HA1431'GREEN IN THE SMALL VILLAGE OF HADLEY AND ON THE GROUNDS OF THE LEWIS
 HA1431'CHAPEL UNITED METHODIST CHURCH 28 FT (8.5 M) NORTH OF THE CENTRELINE
 HA1431'OF A PAVED ROAD 46 FT (14.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 HA1431'SMALL ADDITION TO THE CHURCH 7 FT (2.1 M) WEST OF A 16 INCH HICKORY
 HA1431'TREE AND 57 FT (17.4 M) NORTHWEST OF A CEMETARY FENCE CORNER.  THE
 HA1431'MONUEMENT IS FLUSH AND THE DISK IS STAMPED--HADLEY 1952--. REFERENCE
 HA1431'MARK NO 1 IS 16 FT (4.9 M) SOUTH OF THE CENTERLINE OF PAVED ROAD 3 FT
 HA1431'(0.9 M) SOUTHWEST FROM NORTHWEST CORNER OF CHAIN LINK FENCE AROUND THE
 HA1431'CEMETARY AND 20 FT (6.1 M) NORTHWEST OF THE TOMBSTONE THOMAS HAZEL
 HA1431'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED--HADLEY NO 1 1952--.
 HA1431'REFERENCE MARK NO 3 IS 79 FT (24.1 FT) WEST OF THE FENCE CORNER 10 FT
 HA1431'(3.0 M) SOUTH OF THE CENTERLINE OF THE ROAD 74 FT (22.6 M) SOUTHEAST
 HA1431'OF THE SOUTHWEST CORNER OF THE CHURCH AND 4 FT (1.2 M) NORTH OF A
 HA1431'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED--HADLEY
 HA1431'1952 NO 3 1981--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1433 ***********************************************************************
 HA1433  DESIGNATION -  HADLEY MID VALLEY OIL RAD TWR
 HA1433  PID         -  HA1433
 HA1433  STATE/COUNTY-  KY/WARREN
 HA1433  USGS QUAD   -  SUGAR GROVE (1973)
 HA1433
 HA1433                         *CURRENT SURVEY CONTROL
 HA1433  ___________________________________________________________________
 HA1433* NAD 83(1993)-  37 06 03.73222(N)    086 37 48.10894(W)     ADJUSTED  
 HA1433* NAVD 88     -                                                        
 HA1433  ___________________________________________________________________
 HA1433  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 HA1433  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HA1433
 HA1433  HORZ ORDER  -  THIRD
 HA1433
 HA1433.The horizontal coordinates were established by classical geodetic methods
 HA1433.and adjusted by the National Geodetic Survey in December 1995..
 HA1433
 HA1433
 HA1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1433
 HA1433.The geoid height was determined by GEOID03.
 HA1433
 HA1433;                    North         East     Units Scale Factor Converg.
 HA1433;SPC KY1Z     - 1,085,572.504 1,421,772.291   MT  0.99999581   -0 32 25.1
 HA1433;SPC KY1Z     - 3,561,582.46  4,664,597.92   sFT  0.99999581   -0 32 25.1
 HA1433;SPC KY S     -   585,559.065   421,775.562   MT  0.99995363   -0 32 01.3
 HA1433;SPC KY S     - 1,921,121.70  1,383,775.32   sFT  0.99995363   -0 32 01.3
 HA1433;UTM  16      - 4,106,144.825   532,874.908   MT  0.99961331   +0 13 23.4
 HA1433
 HA1433                          SUPERSEDED SURVEY CONTROL
 HA1433
 HA1433  NAD 83(1986)-  37 06 03.74163(N)    086 37 48.11364(W) AD(       ) 4
 HA1433  NAD 27      -  37 06 03.58500(N)    086 37 48.15000(W) AD(       ) 3
 HA1433
 HA1433.Superseded values are not recommended for survey control.
 HA1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1433.See file dsdata.txt to determine how the superseded data were derived.
 HA1433
 HA1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3287506145(NAD 83)
 HA1433_MARKER: 43 = RADIO/TV TOWER
 HA1433
 HA1433  HISTORY     - Date     Condition        Report By
 HA1433  HISTORY     - 1952     FIRST OBSERVED   CGS
 HA1433
 HA1433                          STATION DESCRIPTION
 HA1433
 HA1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1433'LOCATED ABOUT 13 MILES NORTHWEST OF BOWLING GREEN AND 1 MILE NORTH OF
 HA1433'THE SMALL VILLAGE OF HADLEY ON THE HIGHEST POINT POINT OF A
 HA1433'PROMINENT HILL LOCALLY KNOWN AS BIG CLIFTY.  IT IS A STRUCTURE
 HA1433'CONSISTING OF TWO STEEL TOWERS ABOUT 125 FEET HIGH, PAINTED IN
 HA1433'ALTERNATE SECTIONS OF RED AND WHITE.  THE TWO STEEL TOWERS ARE ABOUT
 HA1433'10 FEET APART WITH AN ANTENNA STRUCTURE MOUNTED BETWEEN THE
 HA1433'TOWERS AT THE TOP.  THE POINT OBSERVED UPON AND TRAVERSED TO WAS THE
 HA1433'CENTER OF THE ANTENNA STRUCTURE.
 HA1433'
 HA1433'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CLIFF AND
 HA1433'THE DISTANCE IS 169.7 FEET, (51.72 METERS).
 HA1433'
 HA1433'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 HA1433'HIGHWAY 71 IN THE SOUTHWEST EDGE OF BOWLING GREEN, GO WEST ON STATE
 HA1433'HIGHWAY 71 FOR 11.45 MILES TO THE SCHOOL HOUSE IN THE EAST EDGE OF
 HA1433'THE SMALL VILLAGE OF HADLEY, CONTINUE WEST ON HIGHWAY FOR 3.0
 HA1433'MILES TO GRAVELED SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH AND EAST
 HA1433'ON GRAVEL ROAD FOR 0.8 MILE TO THE TOWER AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2383 ***********************************************************************
 HY2383  DESIGNATION -  HALDEMAN
 HY2383  PID         -  HY2383
 HY2383  STATE/COUNTY-  KY/ROWAN
 HY2383  USGS QUAD   -  HALDEMAN (1977)
 HY2383
 HY2383                         *CURRENT SURVEY CONTROL
 HY2383  ___________________________________________________________________
 HY2383* NAD 83(1993)-  38 14 52.18862(N)    083 18 32.79339(W)     ADJUSTED  
 HY2383* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 HY2383  ___________________________________________________________________
 HY2383  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 HY2383  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HY2383
 HY2383  HORZ ORDER  -  FIRST
 HY2383
 HY2383.The horizontal coordinates were established by classical geodetic methods
 HY2383.and adjusted by the National Geodetic Survey in December 1995..
 HY2383
 HY2383.The orthometric height was scaled from a topographic map.
 HY2383
 HY2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2383
 HY2383.The geoid height was determined by GEOID03.
 HY2383
 HY2383;                    North         East     Units Scale Factor Converg.
 HY2383;SPC KY1Z     - 1,215,271.365 1,713,625.745   MT  0.99992590   +1 29 55.0
 HY2383;SPC KY1Z     - 3,987,102.80  5,622,120.47   sFT  0.99992590   +1 29 55.0
 HY2383;SPC KY N     -    83,427.250   582,357.905   MT  0.99996937   +0 35 07.1
 HY2383;SPC KY N     -   273,710.90  1,910,619.23   sFT  0.99996937   +0 35 07.1
 HY2383;UTM  17      - 4,235,834.295   297,937.639   MT  1.00010286   -1 25 47.9
 HY2383
 HY2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2383!SPC KY1Z     -   0.99994628  x   0.99992590  =   0.99987218
 HY2383!SPC KY N     -   0.99994628  x   0.99996937  =   0.99991565
 HY2383!UTM  17      -   0.99994628  x   1.00010286  =   1.00004913
 HY2383
 HY2383|---------------------------------------------------------------------|
 HY2383| PID    Reference Object                     Distance      Geod. Az  |
 HY2383|                                                           dddmmss.s |
 HY2383| DB9898 HALDEMAN RM 1                        32.019 METERS 03453     |
 HY2383| DB9897 HALDEMAN AZ MK                                     2172507.2 |
 HY2383| DB9899 HALDEMAN RM 2                        47.031 METERS 25312     |
 HY2383|---------------------------------------------------------------------|
 HY2383
 HY2383                          SUPERSEDED SURVEY CONTROL
 HY2383
 HY2383  NAD 83(1986)-  38 14 52.19501(N)    083 18 32.79881(W) AD(       ) 1
 HY2383  NAD 27      -  38 14 51.90300(N)    083 18 33.14700(W) AD(       ) 1
 HY2383
 HY2383.Superseded values are not recommended for survey control.
 HY2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2383.See file dsdata.txt to determine how the superseded data were derived.
 HY2383
 HY2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC9793835834(NAD 83)
 HY2383_MARKER: DS = TRIANGULATION STATION DISK
 HY2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2383
 HY2383  HISTORY     - Date     Condition        Report By
 HY2383  HISTORY     - 1928     MONUMENTED       CGS
 HY2383  HISTORY     - 1935     GOOD             CGS
 HY2383  HISTORY     - 1949     GOOD             CGS
 HY2383
 HY2383                          STATION DESCRIPTION
 HY2383
 HY2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 HY2383'ABOUT 7 MILES E OF MOREHEAD AND 1/2 MILE E OF HALDEMAN ON LAND OWNED
 HY2383'BY ADAM GEARHART.
 HY2383'
 HY2383'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HY2383'SET IN CONCRETE.
 HY2383'
 HY2383'TO REACH FROM MOREHEAD--GO ABOUT 6-1/2 MILES VIA MIDLAND TRIAL TO
 HY2383'HALDEMAN (KENTUCKY FIREBRICK PLANT).  TAKE ROAD TO RIGHT JUST BEFORE
 HY2383'REACHING FACTORY NO 2 AND FOLLOW RIDGE ROUTE TO RALPH EVANS HOUSE.
 HY2383'GO ABOUT 100 YARDS N BEYOND EVANS HOUSE AND TURN RIGHT ANOTHER 100
 HY2383'YARDS TO A 30 INCH PIN OAK WITH TRIANGULAR BLAZE IN W SIDE.  STATION
 HY2383'IS 38 FEET SSE OF THIS TREE.  ED GEARHEART LIVES 1/4 MILE N OF
 HY2383'STATION.
 HY2383
 HY2383                          STATION RECOVERY (1935)
 HY2383
 HY2383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 HY2383'ROADS WASHED OUT.  IMPOSSIBLE TO REACH BY AUTOMOBILE.
 HY2383
 HY2383                          STATION RECOVERY (1949)
 HY2383
 HY2383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2383'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HY2383'GOOD CONDITION.  DISTANCES TO REFERENCE MARKS FAILED TO CHECK, AS
 HY2383'SHOWN ABOVE.
 HY2383'A COMPLETE NEW DESCRIPTION FOLLOWS--
 HY2383'
 HY2383'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF MOREHEAD AND 8 MILES
 HY2383'SOUTHWEST OF OLIVE HILL.  IT IS 6 FEET SOUTH OF A WHITE WITNESS
 HY2383'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 HY2383'HALDEMAN 1928.
 HY2383'
 HY2383'REFERENCE MARK NO.1 IS 105.05 FEET NORTHEAST OF STATION AND 6 FEET
 HY2383'NORTH OF CENTER OF A TRAIL.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 HY2383'DISK IS STAMPED HALDEMAN NO 1 1928.
 HY2383'
 HY2383'REFERENCE MARK NO.2 IS 154.30 FEET SOUTHWEST OF STATION AND 8 FEET
 HY2383'NORTH OF CENTER OF A DIM TRACK ROAD, THE MARK PROJECTS ABOUT 2 INCHES
 HY2383'AND THE DISK IS STAMPED HALDEMAN NO 2 1928.
 HY2383'
 HY2383'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHWEST OF STATION.  IT IS
 HY2383'19 FEET SOUTH OF DIRT ROAD FORK, 11 FEET EAST OF CENTER OF A DIRT
 HY2383'ROAD AND 2 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 HY2383'ABOUT 6 INCHES AND THE DISK IS A STANDARD REFERENCE MARK DISK
 HY2383'STAMPED AZIMUTH TO HALDEMAN.
 HY2383'
 HY2383'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2383'HIGHWAY 32, WHICH IS ABOUT 1-1/2 MILES EAST OF MOREHEAD, GO EAST ON
 HY2383'HIGHWAY 60 FOR 4.8 MILES TO THE JUNCTION OF STATE HIGHWAY 174, TURN
 HY2383'RIGHT ON HIGHWAY 174 AND GO EAST FOR 1.2 MILES TO A ROAD FORK, TURN
 HY2383'RIGHT ON DIRT ROAD AND GO SOUTH FOR 0.9 MILE TO A CROSSROAD, TURN
 HY2383'LEFT AND GO EAST AND NORTH FOR 0.6 MILE TO A ROAD FORK AND AZIMUTH
 HY2383'MARK ON RIGHT AS DESCRIBED, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO
 HY2383'A T ROAD LEFT.  TURN LEFT AND GO WEST FOR ABOUT 0.1 MILE TO ROAD
 HY2383'FORK, TURN RIGHT ON DIM TRACK ROAD AND GO ABOUT 0.1 MILE TO STATION
 HY2383'ON RIGHT AS DESCRIBED.
 HY2383'
 HY2383'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2402 ***********************************************************************
 HZ2402  DESIGNATION -  HALL
 HZ2402  PID         -  HZ2402
 HZ2402  STATE/COUNTY-  KY/CLARK
 HZ2402  USGS QUAD   -  SIDEVIEW (1976)
 HZ2402
 HZ2402                         *CURRENT SURVEY CONTROL
 HZ2402  ___________________________________________________________________
 HZ2402* NAD 83(1993)-  38 04 52.87748(N)    084 04 21.71970(W)     ADJUSTED  
 HZ2402* NAVD 88     -       323.     (meters)    1060.     (feet)  VERTCON   
 HZ2402  ___________________________________________________________________
 HZ2402  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 HZ2402  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HZ2402
 HZ2402  HORZ ORDER  -  SECOND
 HZ2402
 HZ2402.The horizontal coordinates were established by classical geodetic methods
 HZ2402.and adjusted by the National Geodetic Survey in December 1995..
 HZ2402
 HZ2402.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2402
 HZ2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2402
 HZ2402.The geoid height was determined by GEOID03.
 HZ2402
 HZ2402;                    North         East     Units Scale Factor Converg.
 HZ2402;SPC KY1Z     - 1,195,322.576 1,647,137.522   MT  0.99991132   +1 01 47.3
 HZ2402;SPC KY1Z     - 3,921,654.15  5,403,983.69   sFT  0.99991132   +1 01 47.3
 HZ2402;SPC KY N     -    64,543.306   515,555.235   MT  0.99998463   +0 06 37.1
 HZ2402;SPC KY N     -   211,755.83  1,691,450.80   sFT  0.99998463   +0 06 37.1
 HZ2402;SPC KY S     -   695,301.827   647,155.233   MT  1.00003037   +1 01 02.0
 HZ2402;SPC KY S     - 2,281,169.41  2,123,208.46   sFT  1.00003037   +1 01 02.0
 HZ2402;UTM  16      - 4,218,888.932   756,751.908   MT  1.00041197   +1 48 23.3
 HZ2402;UTM  17      - 4,219,301.255   230,492.273   MT  1.00049467   -1 53 46.8
 HZ2402
 HZ2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2402!SPC KY1Z     -   0.99995453  x   0.99991132  =   0.99986586
 HZ2402!SPC KY N     -   0.99995453  x   0.99998463  =   0.99993916
 HZ2402!SPC KY S     -   0.99995453  x   1.00003037  =   0.99998490
 HZ2402!UTM  16      -   0.99995453  x   1.00041197  =   1.00036648
 HZ2402!UTM  17      -   0.99995453  x   1.00049467  =   1.00044918
 HZ2402
 HZ2402:                Primary Azimuth Mark                     Grid Az
 HZ2402:SPC KY1Z     -  MT STERLING MUNICIPAL SPIPE              094 14 51.7
 HZ2402:SPC KY N     -  MT STERLING MUNICIPAL SPIPE              095 10 01.9
 HZ2402:SPC KY S     -  MT STERLING MUNICIPAL SPIPE              094 15 37.0
 HZ2402:UTM  16      -  MT STERLING MUNICIPAL SPIPE              093 28 15.7
 HZ2402:UTM  17      -  MT STERLING MUNICIPAL SPIPE              097 10 25.8
 HZ2402
 HZ2402|---------------------------------------------------------------------|
 HZ2402| PID    Reference Object                     Distance      Geod. Az  |
 HZ2402|                                                           dddmmss.s |
 HZ2402| HY2450 MT STERLING MUNICIPAL SPIPE         APPROX.13.3 KM 0951639.0 |
 HZ2402| DB9902 HALL AZ MK                                         1145010.3 |
 HZ2402| DB9904 HALL RM 2                            33.360 METERS 12657     |
 HZ2402| GZ2859 WINCHESTER REA RADIO MAST           APPROX.11.5 KM 2110036.9 |
 HZ2402| HZ2403 WINCHESTER RADIO STA WWKY MAST      APPROX.10.9 KM 2253415.0 |
 HZ2402| DB9903 HALL RM 1                            31.187 METERS 30448     |
 HZ2402|---------------------------------------------------------------------|
 HZ2402
 HZ2402                          SUPERSEDED SURVEY CONTROL
 HZ2402
 HZ2402  NAD 83(1986)-  38 04 52.88362(N)    084 04 21.72765(W) AD(       ) 2
 HZ2402  NAD 27      -  38 04 52.60090(N)    084 04 21.99390(W) AD(       ) 2
 HZ2402  NGVD 29 (07/19/86)  323.     (m)         1060.     (f) VERT ANG       
 HZ2402
 HZ2402.Superseded values are not recommended for survey control.
 HZ2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2402.See file dsdata.txt to determine how the superseded data were derived.
 HZ2402
 HZ2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5675218889(NAD 83)
 HZ2402_MARKER: DS = TRIANGULATION STATION DISK
 HZ2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2402_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2402
 HZ2402  HISTORY     - Date     Condition        Report By
 HZ2402  HISTORY     - 1935     MONUMENTED       CGS
 HZ2402  HISTORY     - 1963     GOOD             CGS
 HZ2402
 HZ2402                          STATION DESCRIPTION
 HZ2402
 HZ2402'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2402'STATION IS LOCATED ON THE DIVIDING RIDGE BETWEEN STONER CREEK AND
 HZ2402'GRASSY LICK CREEK, ABOUT 8-1/2 MILES NE OF WINCHESTER, 7 MILES W OF
 HZ2402'MT STERLING, AND 0.6 MILE W OF THE CLARK-MONTGOMERY COUNTY LINE.  THE
 HZ2402'PROPERTY IS OWNED BY R.M. BRANDENBURG AND C.M. HALL.  IT IS IN A HIGH
 HZ2402'CULTIVATED HAY FIELD, ABOUT 125 YARDS S OF BIG STONER ROAD, 150
 HZ2402'YARDS N OF MR. HALLS HOUSE, AND 15 FEET E OF THE CENTER LINE OF THE
 HZ2402'FARM ROAD LEADING TO THE HOUSE.  THE MARK IS SET ABOUT 3 INCHES BELOW
 HZ2402'THE GROUND SURFACE.
 HZ2402'
 HZ2402'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2402'DISKS SET IN CONCRETE.
 HZ2402'
 HZ2402'REFERENCE MARK NO.1 IS NW OF THE STATION AND ABOUT 10 FEET E OF THE
 HZ2402'CENTER LINE OF THE FARM ROAD.
 HZ2402'
 HZ2402'REFERENCE MARK NO.2 IS S OF THE STATION AND ABOUT 10 FEET E OF THE
 HZ2402'CENTER LINE OF THE FARM ROAD.
 HZ2402'
 HZ2402'THE AZIMUTH MARK IS 0.2 MILE SE OF THE STATION, 2 FEET NW OF A WIRE
 HZ2402'FENCE, 35 FEET E OF THE N CORNER OF A BARN AND IS 15 FEET NE OF THE
 HZ2402'SW GATEPOST.
 HZ2402'
 HZ2402'TO REACH THE STATION FROM WINCHESTER, GO E FROM THE COURTHOUSE ON
 HZ2402'U.S. HIGHWAY 60 FOR 3.8 MILES TO T-ROAD TO THE LEFT (BIG STONER
 HZ2402'ROAD).  TURN LEFT AND FOLLOW THIS ROAD STRAIGHT AHEAD FOR 4.7 MILES
 HZ2402'TO A PRIVATE ROAD TO THE RIGHT.  TURN RIGHT ON THIS ROAD AND GO
 HZ2402'ABOUT 125 YARDS TO THE HIGHEST POINT AND THE STATION.
 HZ2402'
 HZ2402'NO NATURAL OBJECTS VISIBLE FROM THE GROUND.
 HZ2402'
 HZ2402'A 64 FOOT TOWER IS REQUIRED TO CLEAR ALL LINES.
 HZ2402
 HZ2402                          STATION RECOVERY (1963)
 HZ2402
 HZ2402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (EB)
 HZ2402'STATION, AZIMUTH MARK AND REFERENCE MARK NO.2 WERE FOUND AS DESCRIBED
 HZ2402'AND IN GOOD CONDITION.  REFERENCE MARK NO.1 HAS BEEN DESTROYED.
 HZ2402'PART OF CONCRETE POST WITH REFERENCE MARK DISK STILL IMBEDDED IN TOP
 HZ2402'WAS FOUND IN VICINITY OF ORIGINAL DESCRIPTION.  A COMPLETE NEW
 HZ2402'DESCRIPTION IS AS FOLLOWS--
 HZ2402'
 HZ2402'STATION IS LOCATED ON THE DIVIDING RIDGE BETWEEN STONER CREEK AND
 HZ2402'GRASSY LICK CREEK, ABOUT 8-1/2 MILES NORTHEAST OF WINCHESTER, 7 MILES
 HZ2402'WEST OF MOUNT STERLING AND ABOUT 0.6 MILE WEST OF THE
 HZ2402'CLARK-MONTGOMERY COUNTY LINE.  THE PROPERTY IS OWNED BY R.M.
 HZ2402'BRANDENBURG.  IT IS IN AN OPEN PASTURE APPROXIMATELY 125 YARDS SOUTH
 HZ2402'OF WHITE-TURLEY ROAD, ABOUT 150 YARDS NORTHWEST OF HOUSE BELONGING TO
 HZ2402'C.M. HALL ESTATE, 39 FEET NORTHEAST OF WIRE FENCE, 36-1/2 FEET
 HZ2402'NORTH OF TELEPHONE POLE NO.28 AND 19 FEET NORTHEAST OF THE CENTER OF
 HZ2402'FARM ROAD.  THE MARK IS SET ABOUT 2 INCHES BELOW THE GROUND SURFACE.
 HZ2402'THE DISK IS STAMPED HALL 1935.
 HZ2402'
 HZ2402'REFERENCE MARK NO.2 IS SOUTHEAST OF STATION, 31 FEET NORTHEAST OF
 HZ2402'WIRE FENCE AND 12 FEET NORTHEAST OF THE CENTER OF FARM ROAD.  THE
 HZ2402'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED HALL NO.2 1935.
 HZ2402'
 HZ2402'AZIMUTH MARK IS ABOUT 0.2 MILE EAST-SOUTHEAST OF STATION, 27 FEET
 HZ2402'NORTH OF THE NORTHEAST CORNER OF BARN, 13-1/2 FEET SOUTHWEST OF
 HZ2402'SOUTHEAST GATE POST AND 1-1/2 FEET NORTHWEST OF WIRE FENCE.  THE MARK
 HZ2402'PROJECTS 3 INCHES AND THE DISK IS STAMPED HALL 1935.
 HZ2402'
 HZ2402'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN WINCHESTER,
 HZ2402'GO EAST ON U.S. HIGHWAY NO.60 FOR 3.8 MILES TO A T-ROAD LEFT, TURN
 HZ2402'LEFT AND GO NORTH AND NORTHEAST ON WADES MILL ROAD FOR 3.75 MILES TO
 HZ2402'A CROSSROAD, CONTINUE STRAIGHT AHEAD ON WHITE TURLEY ROAD FOR 1.6
 HZ2402'MILES TO A FARM ROAD RIGHT AT TOP OF GRADE, TURN RIGHT AND FOLLOW
 HZ2402'FARM ROAD SOUTH FOR 0.05 MILE TO TOP OF HILL AND STATION.
 HZ2402'
 HZ2402'HEIGHT OF LIGHT ABOVE STATION MARK 15.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2355 ***********************************************************************
 HY2355  DESIGNATION -  HAMILTON
 HY2355  PID         -  HY2355
 HY2355  STATE/COUNTY-  KY/LEWIS
 HY2355  USGS QUAD   -  VANCEBURG (1995)
 HY2355
 HY2355                         *CURRENT SURVEY CONTROL
 HY2355  ___________________________________________________________________
 HY2355* NAD 83(1993)-  38 32 31.35484(N)    083 19 26.09025(W)     ADJUSTED  
 HY2355* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 HY2355  ___________________________________________________________________
 HY2355  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 HY2355  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HY2355
 HY2355  HORZ ORDER  -  SECOND
 HY2355
 HY2355.The horizontal coordinates were established by classical geodetic methods
 HY2355.and adjusted by the National Geodetic Survey in April 1998..
 HY2355
 HY2355.The orthometric height was scaled from a topographic map.
 HY2355
 HY2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2355
 HY2355.The geoid height was determined by GEOID03.
 HY2355
 HY2355;                    North         East     Units Scale Factor Converg.
 HY2355;SPC KY1Z     - 1,247,883.600 1,711,481.446   MT  0.99997234   +1 29 22.3
 HY2355;SPC KY1Z     - 4,094,098.11  5,615,085.38   sFT  0.99997234   +1 29 22.3
 HY2355;SPC KY N     -   116,070.080   580,733.713   MT  0.99996293   +0 34 33.9
 HY2355;SPC KY N     -   380,806.59  1,905,290.52   sFT  0.99996293   +0 34 33.9
 HY2355;SPC OH S     -    60,502.984   528,167.404   MT  1.00004310   -0 31 22.0
 HY2355;UTM  17      - 4,268,518.666   297,464.950   MT  1.00010518   -1 26 54.6
 HY2355
 HY2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2355!SPC KY1Z     -   0.99994632  x   0.99997234  =   0.99991866
 HY2355!SPC KY N     -   0.99994632  x   0.99996293  =   0.99990925
 HY2355!SPC OH S     -   0.99994632  x   1.00004310  =   0.99998942
 HY2355!UTM  17      -   0.99994632  x   1.00010518  =   1.00005149
 HY2355
 HY2355:                Primary Azimuth Mark                     Grid Az
 HY2355:SPC KY1Z     -  ROUND TOP 2                              051 12 08.8
 HY2355:SPC KY N     -  ROUND TOP 2                              052 06 57.2
 HY2355:SPC OH S     -  ROUND TOP 2                              053 12 53.1
 HY2355:UTM  17      -  ROUND TOP 2                              054 08 25.7
 HY2355
 HY2355|---------------------------------------------------------------------|
 HY2355| PID    Reference Object                     Distance      Geod. Az  |
 HY2355|                                                           dddmmss.s |
 HY2355| HY2348 ROUND TOP 2                         APPROX.12.4 KM 0524131.1 |
 HY2355| HY2356 HAMILTON USGS 1953                    2.990 METERS 09438     |
 HY2355| DB9905 HAMILTON RM 1                        10.699 METERS 14343     |
 HY2355| HY2410 STRICKLETT TX EASTERN RELAY         APPROX.16.1 KM 2355054.9 |
 HY2355| DB9906 HAMILTON RM 2                        16.654 METERS 34357     |
 HY2355|---------------------------------------------------------------------|
 HY2355
 HY2355                          SUPERSEDED SURVEY CONTROL
 HY2355
 HY2355  NAD 83(1993)-  38 32 31.35494(N)    083 19 26.09009(W) AD(       ) 2
 HY2355  NAD 83(1986)-  38 32 31.36193(N)    083 19 26.09569(W) AD(       ) 2
 HY2355  NAD 27      -  38 32 31.08400(N)    083 19 26.43300(W) AD(       ) 2
 HY2355
 HY2355.Superseded values are not recommended for survey control.
 HY2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2355.See file dsdata.txt to determine how the superseded data were derived.
 HY2355
 HY2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC9746568519(NAD 83)
 HY2355_MARKER: DS = TRIANGULATION STATION DISK
 HY2355_SETTING: 66 = SET IN ROCK OUTCROP
 HY2355
 HY2355  HISTORY     - Date     Condition        Report By
 HY2355  HISTORY     - 1953     MONUMENTED       USGS
 HY2355
 HY2355                          STATION DESCRIPTION
 HY2355
 HY2355'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ELJ)
 HY2355'STATION IS LOCATED ON THE EAST END OF A HIGH RIDGE ON THE PROPERTY OF
 HY2355'EDWARD RAND ABOUT 3 MILES SOUTH OF VANCEBURG.  IT IS UNDER A WHITE
 HY2355'WITNESS POST AND ROCK CAIRN, 16 FEET NORTH OF A 10 INCH OAK TREE, 15
 HY2355'FEET SOUTHEAST OF A 12 INCH OAK TREE AND 10 FEET WEST OF AN 8 INCH
 HY2355'PINE TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE.  THE DISK IS
 HY2355'CEMENTED IN A DRILL HOLE IN BEDROCK 12 INCHES UNDERGROUND AND IS
 HY2355'STAMPED HAMILTON 1953.
 HY2355'
 HY2355'REFERENCE MARK NO.1 IS 35.10 FEET SOUTHEAST OF THE STATION.  IT IS 19
 HY2355'FEET SOUTH OF A 10 INCH TWIN OAK TREE AND 11 FEET NORTHWEST OF A 12
 HY2355'INCH OAK TREE.  THE MARK IS A 4 INCH CAST IRON PIPE FILLED WITH
 HY2355'CONCRETE, PROJECTING ABOUT 6 INCHES WITH A STANDARD REFERENCE MARK
 HY2355'DISK IN THE TOP STAMPED HAMILTON NO 1 1953.
 HY2355'
 HY2355'REFERENCE MARK NO.2 IS 54.64 FEET NORTHWEST OF THE STATION.  IT IS 5
 HY2355'FEET NORTHEAST OF A 12 INCH OAK TREE.  THE MARK IS A 4 INCH CAST
 HY2355'IRON PIPE FILLED WITH CONCRETE, PROJECTING ABOUT 8 INCHES WITH A
 HY2355'STANDARD REFERENCE MARK DISK IN THE TOP STAMPED HAMILTON NO 2 1953.
 HY2355'
 HY2355'HAMILTON (USGS) IS 9.8 FEET EAST OF THE STATION.  IT IS 4 FEET
 HY2355'NORTHWEST OF AN 8 INCH PINE TREE WITH A TRIANGLE BLAZE.  THE MARK IS
 HY2355'A 3 INCH IRON PIPE PROJECTING ABOUT 12 INCHES.  THE DISK HAS BEEN
 HY2355'BROKEN FROM THE PIPE.
 HY2355'
 HY2355'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 59 IN
 HY2355'VANCEBURG, GO SOUTH ON HIGHWAY 59 FOR 3.55 MILES TO A CREEK AND PAUL
 HY2355'FLEMINGS FARM BUILDINGS ON THE LEFT.  TURN LEFT INTO FARM YARD AND
 HY2355'GO EAST UP CREEK FOR ABOUT 0.3 MILE TO A FORK IN THE CREEK AND THE
 HY2355'END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH UP RIGHT FORK OF CREEK TO
 HY2355'SADDLE.  TURN LEFT AND FOLLOW RIDGE EAST TO THE HIGHEST POINT AND THE
 HY2355'STATION AS DESCRIBED.
 HY2355'
 HY2355'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2356 ***********************************************************************
 HY2356  DESIGNATION -  HAMILTON USGS 1953
 HY2356  PID         -  HY2356
 HY2356  STATE/COUNTY-  KY/LEWIS
 HY2356  USGS QUAD   -  VANCEBURG (1995)
 HY2356
 HY2356                         *CURRENT SURVEY CONTROL
 HY2356  ___________________________________________________________________
 HY2356* NAD 83(1993)-  38 32 31.34701(N)    083 19 25.96719(W)     ADJUSTED  
 HY2356* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 HY2356  ___________________________________________________________________
 HY2356  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 HY2356  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HY2356
 HY2356  HORZ ORDER  -  SECOND
 HY2356
 HY2356.The horizontal coordinates were established by classical geodetic methods
 HY2356.and adjusted by the National Geodetic Survey in April 1998..
 HY2356
 HY2356.The orthometric height was scaled from a topographic map.
 HY2356
 HY2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2356
 HY2356.The geoid height was determined by GEOID03.
 HY2356
 HY2356;                    North         East     Units Scale Factor Converg.
 HY2356;SPC KY1Z     - 1,247,883.436 1,711,484.432   MT  0.99997234   +1 29 22.4
 HY2356;SPC KY1Z     - 4,094,097.57  5,615,095.17   sFT  0.99997234   +1 29 22.4
 HY2356;SPC KY N     -   116,069.869   580,736.695   MT  0.99996293   +0 34 34.0
 HY2356;SPC KY N     -   380,805.90  1,905,300.31   sFT  0.99996293   +0 34 34.0
 HY2356;SPC OH S     -    60,502.715   528,170.382   MT  1.00004310   -0 31 22.0
 HY2356;UTM  17      - 4,268,518.350   297,467.924   MT  1.00010517   -1 26 54.5
 HY2356
 HY2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2356!SPC KY1Z     -   0.99994632  x   0.99997234  =   0.99991866
 HY2356!SPC KY N     -   0.99994632  x   0.99996293  =   0.99990925
 HY2356!SPC OH S     -   0.99994632  x   1.00004310  =   0.99998942
 HY2356!UTM  17      -   0.99994632  x   1.00010517  =   1.00005148
 HY2356
 HY2356                          SUPERSEDED SURVEY CONTROL
 HY2356
 HY2356  NAD 83(1993)-  38 32 31.34710(N)    083 19 25.96703(W) AD(       ) 2
 HY2356  NAD 83(1986)-  38 32 31.35410(N)    083 19 25.97263(W) AD(       ) 2
 HY2356  NAD 27      -  38 32 31.07600(N)    083 19 26.31000(W) AD(       ) 2
 HY2356
 HY2356.Superseded values are not recommended for survey control.
 HY2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2356.See file dsdata.txt to determine how the superseded data were derived.
 HY2356
 HY2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC9746868518(NAD 83)
 HY2356_MARKER: Z = SEE DESCRIPTION
 HY2356_SETTING: 0 = UNSPECIFIED SETTING
 HY2356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2356
 HY2356  HISTORY     - Date     Condition        Report By
 HY2356  HISTORY     - 1953     MONUMENTED       USGS
 HY2356
 HY2356                          STATION DESCRIPTION
 HY2356
 HY2356'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ELJ)
 HY2356'STATION IS LOCATED ON THE EAST END OF A HIGH RIDGE ON THE PROPERTY OF
 HY2356'EDWARD RAND ABOUT 3 MILES SOUTH OF VANCEBURG.  IT IS 10 FEET EAST OF
 HY2356'A WHITE WITNESS POST AND 4 FEET NORTHWEST OF AN 8 INCH PINE TREE WITH
 HY2356'A TRIANGLE BLAZE.  THE MARK IS A 3 INCH PIPE PROJECTING ABOUT 12
 HY2356'INCHES. (NOTE) THIS STATION WAS ORIGINALLY MARKED WITH A U.S.
 HY2356'GEOLOGICAL SURVEY CAP DISK BUT THE DISK HAS BEEN BROKEN FROM THE
 HY2356'PIPE.
 HY2356'
 HY2356'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HAMILTON.
 HY2356'THE DISTANCE IS 9.8 FEET, 2.99 METERS.
 HY2356'
 HY2356'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 59 IN
 HY2356'VANCEBURG, GO SOUTH ON HIGHWAY 59 FOR 3.55 MILES TO A CREEK AND PAUL
 HY2356'FLEMINGS FARM BUILDINGS ON THE LEFT.  TURN LEFT INTO FARM YARD AND
 HY2356'GO EAST UP CREEK FOR ABOUT 0.3 MILE TO A FORK IN THE CREEK AND THE
 HY2356'END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH UP RIGHT FORK OF CREEK TO
 HY2356'A SADDLE. TURN LEFT AND FOLLOW RIDGE EAST TO THE HIGHEST POINT AND
 HY2356'THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1519 ***********************************************************************
 HB1519  DESIGNATION -  HAMPTON
 HB1519  PID         -  HB1519
 HB1519  STATE/COUNTY-  KY/LIVINGSTON
 HB1519  USGS QUAD   -  LOLA (1973)
 HB1519
 HB1519                         *CURRENT SURVEY CONTROL
 HB1519  ___________________________________________________________________
 HB1519* NAD 83(1993)-  37 17 37.10929(N)    088 20 36.04515(W)     ADJUSTED  
 HB1519* NAVD 88     -       208.9    (meters)     685.     (feet)  GPS OBS   
 HB1519  ___________________________________________________________________
 HB1519  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 HB1519  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 HB1519
 HB1519  HORZ ORDER  -  FIRST
 HB1519
 HB1519.The horizontal coordinates were established by classical geodetic methods
 HB1519.and adjusted by the National Geodetic Survey in October 1999..
 HB1519
 HB1519.The orthometric height was determined by GPS observations and a
 HB1519.high-resolution geoid model.
 HB1519
 HB1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1519
 HB1519.The geoid height was determined by GEOID03.
 HB1519
 HB1519;                    North         East     Units Scale Factor Converg.
 HB1519;SPC KY1Z     - 1,109,773.355 1,270,092.298   MT  0.99995632   -1 35 32.0
 HB1519;SPC KY1Z     - 3,640,981.42  4,166,961.15   sFT  0.99995632   -1 35 32.0
 HB1519;SPC KY S     -   609,724.825   270,094.032   MT  0.99994565   -1 34 22.0
 HB1519;SPC KY S     - 2,000,405.53    886,133.50   sFT  0.99994565   -1 34 22.0
 HB1519;UTM  16      - 4,128,293.595   380,932.641   MT  0.99977464   -0 48 50.5
 HB1519
 HB1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1519!SPC KY1Z     -   0.99997177  x   0.99995632  =   0.99992809
 HB1519!SPC KY S     -   0.99997177  x   0.99994565  =   0.99991742
 HB1519!UTM  16      -   0.99997177  x   0.99977464  =   0.99974641
 HB1519
 HB1519|---------------------------------------------------------------------|
 HB1519| PID    Reference Object                     Distance      Geod. Az  |
 HB1519|                                                           dddmmss.s |
 HB1519| CI3777 HAMPTON RM 1                         25.233 METERS 06626     |
 HB1519| CI3778 HAMPTON RM 2                         23.826 METERS 24619     |
 HB1519| CI3776 HAMPTON AZ MK                                      2802940.2 |
 HB1519|---------------------------------------------------------------------|
 HB1519
 HB1519                          SUPERSEDED SURVEY CONTROL
 HB1519
 HB1519  NAD 83(1993)-  37 17 37.11178(N)    088 20 36.04528(W) AD(       ) 1
 HB1519  NAD 83(1986)-  37 17 37.11837(N)    088 20 36.04754(W) AD(       ) 1
 HB1519  NAD 27      -  37 17 36.92564(N)    088 20 35.92208(W) AD(       ) 1
 HB1519
 HB1519.Superseded values are not recommended for survey control.
 HB1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1519.See file dsdata.txt to determine how the superseded data were derived.
 HB1519
 HB1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8093328294(NAD 83)
 HB1519_MARKER: DS = TRIANGULATION STATION DISK
 HB1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1519
 HB1519  HISTORY     - Date     Condition        Report By
 HB1519  HISTORY     - 1957     MONUMENTED       CGS
 HB1519
 HB1519                          STATION DESCRIPTION
 HB1519
 HB1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1519'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF BURNA, ABOUT 6 MILES
 HB1519'WEST OF SALEM, ABOUT 5 MILES SOUTHEAST OF JOY, ON THE PROPERTY OF
 HB1519'MR. J.D. MAY, WHO LIVES ABOUT 0.8 MILE WEST OF THE STATION. IT IS 1
 HB1519'FOOT NORTH OF A NORTHEAST-SOUTHWEST FENCE AND 6 FEET NORTHEAST OF A
 HB1519'WHITE WITNESS POST. THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 HB1519'STAMPED HAMPTON 1957.
 HB1519'
 HB1519'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HB1519'HIGHWAY 135 IN BURNA, GO NORTHERLY ON HIGHWAY 135 FOR 2.75 MILES
 HB1519'TO A PAVED CROSSROAD IN THE SMALL VILLAGE OF HAMPTON. TURN RIGHT AND
 HB1519'GO EAST ON PAVED ROAD FOR 0.15 MILE TO THE END OF THE PAVEMENT.
 HB1519'CONTINUE EAST AND NORTH ON A GRAVELED ROAD FOR 1.25 MILES TO A BOARD
 HB1519'GATE ON THE RIGHT AND A GRAVEL DRIVEWAY ON THE LEFT.* TURN RIGHT
 HB1519'THROUGH THE GATE AND GO EAST ON A TRACK ROAD, PASSING AN OLD FRAME
 HB1519'HOUSE AND BARN FOR 0.45 MILE TO A GATE AND FENCE CORNER. CONTINUE
 HB1519'NORTHEASTERLY ACROSS THE PASTURE FIELD FOR 0.1 MILE TO AN OLD
 HB1519'FRAME HOUSE. CONTINUE EAST ACROSS PASTURE 0.05 MILE TO A GATE AND
 HB1519'POND. TURN RIGHT AND GO SOUTHEAST ACROSS PASTURE FIELD FOR 0.2 MILE
 HB1519'TO A FENCE AND THE STATION ON THE HIGHEST PART OF THE HILL.
 HB1519'
 HB1519'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO WEST ON
 HB1519'THE GRAVELED DRIVEWAY FOR 0.2 MILE TO MR. MAYS HOUSE AND THE
 HB1519'MARK ON THE RIGHT AT A FENCE CORNER.
 HB1519'
 HB1519'REFERENCE MARK 1 IS 1 FOOT NORTH OF THE FENCE AND 29 FEEET SOUTHWEST
 HB1519'OF AN 8 INCH WALNUT TREE. THE MONUMENT PROJECTS 6 INCHES AND THE
 HB1519'DISK IS STAMPED HAMPTON NO 1 1957.
 HB1519'
 HB1519'REFERENCE MARK 2 IS 1 FOOT NORTH OF THE FENCE AND 72 FEET SOUTHWEST
 HB1519'OF THE WHITE WITNESS POST. THE MONUMENT PROJECTS 4 INCHES AND THE
 HB1519'DISK IS STAMPED HAMPTON NO 2 1957.
 HB1519'
 HB1519'THE AZIMUTH MARK IS 1 FOOT EAST OF A YARD FENCE, 18 FEET NORTH OF THE
 HB1519'CENTERLINE OF A GRAVELED DRIVEWAY, 14 FEET SOUTHEAST OF A 14
 HB1519'INCH WALNUT TREE AND 74 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HB1519'FRAME HOUSE.
 HB1519'
 HB1519'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1489 ***********************************************************************
 HB1489  DESIGNATION -  HARDIN
 HB1489  PID         -  HB1489
 HB1489  STATE/COUNTY-  KY/CRITTENDEN
 HB1489  USGS QUAD   -  SALEM (1973)
 HB1489
 HB1489                         *CURRENT SURVEY CONTROL
 HB1489  ___________________________________________________________________
 HB1489* NAD 83(1993)-  37 19 14.21024(N)    088 13 05.51313(W)     ADJUSTED  
 HB1489* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 HB1489  ___________________________________________________________________
 HB1489  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 HB1489  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HB1489
 HB1489  HORZ ORDER  -  THIRD
 HB1489
 HB1489.The horizontal coordinates were established by classical geodetic methods
 HB1489.and adjusted by the National Geodetic Survey in October 1999..
 HB1489
 HB1489.The orthometric height was scaled from a topographic map.
 HB1489
 HB1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1489
 HB1489.The geoid height was determined by GEOID03.
 HB1489
 HB1489;                    North         East     Units Scale Factor Converg.
 HB1489;SPC KY1Z     - 1,112,464.791 1,281,263.522   MT  0.99995168   -1 30 55.4
 HB1489;SPC KY1Z     - 3,649,811.57  4,203,612.07   sFT  0.99995168   -1 30 55.4
 HB1489;SPC KY S     -   612,419.938   281,264.270   MT  0.99994543   -1 29 48.7
 HB1489;SPC KY S     - 2,009,247.75    922,781.19   sFT  0.99994543   -1 29 48.7
 HB1489;UTM  16      - 4,131,135.808   392,064.145   MT  0.99974351   -0 44 19.1
 HB1489
 HB1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1489!SPC KY1Z     -   0.99996567  x   0.99995168  =   0.99991736
 HB1489!SPC KY S     -   0.99996567  x   0.99994543  =   0.99991111
 HB1489!UTM  16      -   0.99996567  x   0.99974351  =   0.99970919
 HB1489
 HB1489|---------------------------------------------------------------------|
 HB1489| PID    Reference Object                     Distance      Geod. Az  |
 HB1489|                                                           dddmmss.s |
 HB1489| CI3779 HARDIN RM 1                          14.626 METERS 04052     |
 HB1489| HB1487 CRITTENDEN                          APPROX. 7.8 KM 0633652.1 |
 HB1489| HB1483 MARION MUNICIPAL TANK               APPROX.12.5 KM 0860626.4 |
 HB1489| CI3780 HARDIN RM 2                          13.697 METERS 28027     |
 HB1489|---------------------------------------------------------------------|
 HB1489
 HB1489                          SUPERSEDED SURVEY CONTROL
 HB1489
 HB1489  NAD 83(1993)-  37 19 14.21085(N)    088 13 05.51280(W) AD(       ) 3
 HB1489  NAD 83(1986)-  37 19 14.21803(N)    088 13 05.51568(W) AD(       ) 3
 HB1489  NAD 27      -  37 19 14.02885(N)    088 13 05.41585(W) AD(       ) 3
 HB1489
 HB1489.Superseded values are not recommended for survey control.
 HB1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1489.See file dsdata.txt to determine how the superseded data were derived.
 HB1489
 HB1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG9206431136(NAD 83)
 HB1489_MARKER: DS = TRIANGULATION STATION DISK
 HB1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1489
 HB1489  HISTORY     - Date     Condition        Report By
 HB1489  HISTORY     - 1962     MONUMENTED       CGS
 HB1489
 HB1489                          STATION DESCRIPTION
 HB1489
 HB1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1489'THE STATION IS ABOUT 7 MILES WEST OF MARION, ABOUT 5 MILES NORTHEAST
 HB1489'OF SALEM AND IS ON THE PROPERTY OF THE REYNOLDS ALUMINUM COMPANY
 HB1489'WHO HAS AN OFFICE IN SALEM.  IT IS ON A PROMINENT TREE COVERED HILL,
 HB1489'44 FEET NORTHEAST OF TWO LONE HICKORY TREES, 44 FEET SOUTHWEST
 HB1489'OF A TWIN TRUNK OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTHWEST
 HB1489'SIDE AND 4 FEET NORTHWEST OF A WITNESS POST.  THE MONUMENT
 HB1489'PROJECTS 4 INCHES AND THE DISK IS STAMPED HARDIN 1962.
 HB1489'
 HB1489'TO REACH FROM THE POST OFFICE IN SALEM, GO WEST ON U.S. HIGHWAY 60
 HB1489'FOR 0.1 MILE TO A CROSS-STREET.  TURN RIGHT AND GO NORTH ON A
 HB1489'PAVED STREET FOR 0.3 MILE TO THE END OF THE PAVEMENT.  CONTINUE
 HB1489'NORTHERLY ON A GRAVELED ROAD FOR 2.7 MILES TO A SIDE ROAD RIGHT.*
 HB1489'TURN RIGHT AND GO EAST AND NORTH ON A GRAVELED AND DIRT ROAD FOR 0.3
 HB1489'MILE TO A WIRE GATE.  TURN RIGHT AND GO EAST ON A TRACK ROAD FOR
 HB1489'0.5 MILE TO A TRAIL ON THE LEFT LEADING UP THE SOUTH SIDE OF A STEEP
 HB1489'TREE COVERED HILL.  TURN LEFT AND GO UP HILL THROUGH WOODS FOR 0.75
 HB1489'MILE TO THE TOP OF HILL AT THE SOUTHWEST EDGE OF A CLEARED AREA.
 HB1489'TURN RIGHT AND GO NORTHEAST ACROSS CLEARED AREA FOR 0.1 MILE TO THE
 HB1489'HIGHEST POINT OF HILL AND THE STATION.
 HB1489'
 HB1489'REFERENCE MARK 1 IS 50 FEET NORTHEAST OF THE WITNESS POST AND 24 FEET
 HB1489'NORTH OF THE TWIN TRUNK OAK TREE WITH THE TRIANGULAR BLAZE
 HB1489'ON ITS SOUTHWEST SIDE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 HB1489'IS STAMPED HARDIN NO 1 1962.
 HB1489'
 HB1489'REFERENCE MARK 2 IS 86 FEET WEST OF THE TWIN TRUNK OAK TREE WITH THE
 HB1489'TRIANGULAR BLAZE ON ITS SOUTHWEST SIDE, 47 FEET WEST OF THE
 HB1489'WITNESS POST AND 37 FEET NORTH OF THE TWO LONE HICKORY TREES.  THE
 HB1489'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED HARDIN NO 2
 HB1489'1962.
 HB1489'
 HB1489'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK OR REFERENCE
 HB1489'MARK 3.
 HB1489'
 HB1489'*FROM THIS POINT A FOUR WHEEL DRIVE TRUCK WILL BE NEEDED.
 HB1489'
 HB1489'SOMETIME IN THE NEAR FUTURE A LOOKOUT TOWER IS TO BE BUILT OVER THE
 HB1489'STATION AND A NEW ROAD CONSTRUCTED INTO THE STATION FROM THE NORTH.
 HB1489'
 HB1489'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1346 ***********************************************************************
 HA1346  DESIGNATION -  HARDINSBURG
 HA1346  PID         -  HA1346
 HA1346  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1346  USGS QUAD   -  HARDINSBURG (1993)
 HA1346
 HA1346                         *CURRENT SURVEY CONTROL
 HA1346  ___________________________________________________________________
 HA1346* NAD 83(1993)-  37 46 54.46181(N)    086 27 06.79649(W)     ADJUSTED  
 HA1346* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 HA1346  ___________________________________________________________________
 HA1346  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 HA1346  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HA1346
 HA1346  HORZ ORDER  -  SECOND
 HA1346
 HA1346.The horizontal coordinates were established by classical geodetic methods
 HA1346.and adjusted by the National Geodetic Survey in December 1995..
 HA1346
 HA1346.The orthometric height was scaled from a topographic map.
 HA1346
 HA1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1346
 HA1346.The geoid height was determined by GEOID03.
 HA1346
 HA1346;                    North         East     Units Scale Factor Converg.
 HA1346;SPC KY1Z     - 1,160,986.163 1,438,175.615   MT  0.99990630   -0 25 51.4
 HA1346;SPC KY1Z     - 3,809,002.10  4,718,414.50   sFT  0.99990630   -0 25 51.4
 HA1346;SPC KY S     -   660,975.448   438,171.300   MT  0.99997585   -0 25 32.4
 HA1346;SPC KY S     - 2,168,550.28  1,437,567.01   sFT  0.99997585   -0 25 32.4
 HA1346;UTM  16      - 4,181,746.607   548,265.202   MT  0.99962869   +0 20 08.9
 HA1346
 HA1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1346!SPC KY1Z     -   0.99997083  x   0.99990630  =   0.99987713
 HA1346!SPC KY S     -   0.99997083  x   0.99997585  =   0.99994668
 HA1346!UTM  16      -   0.99997083  x   0.99962869  =   0.99959953
 HA1346
 HA1346:                Primary Azimuth Mark                     Grid Az
 HA1346:SPC KY1Z     -  HARDINSBURG AZ MK                        052 00 27.2
 HA1346:SPC KY S     -  HARDINSBURG AZ MK                        052 00 08.2
 HA1346:UTM  16      -  HARDINSBURG AZ MK                        051 14 26.9
 HA1346
 HA1346|---------------------------------------------------------------------|
 HA1346| PID    Reference Object                     Distance      Geod. Az  |
 HA1346|                                                           dddmmss.s |
 HA1346| CG7964 HARDINSBURG AZ MK                                  0513435.8 |
 HA1346| HA1348 INTER OF US 60 AND GRAVEL RD         41.453 METERS 23549     |
 HA1346| HA1344 HARDINSBURG BRECKINRIDGE CTHSE      APPROX. 0.9 KM 2632724.8 |
 HA1346| CG7965 HARDINSBURG RM 1                     35.570 METERS 26736     |
 HA1346| HA1345 HARDINSBURG MUNICIPAL TANK          283.364 METERS 27018     |
 HA1346| CG7966 HARDINSBURG RM 2                     25.697 METERS 34726     |
 HA1346|---------------------------------------------------------------------|
 HA1346
 HA1346                          SUPERSEDED SURVEY CONTROL
 HA1346
 HA1346  NAD 83(1986)-  37 46 54.47012(N)    086 27 06.80233(W) AD(       ) 2
 HA1346  NAD 27      -  37 46 54.24800(N)    086 27 06.89100(W) AD(       ) 2
 HA1346
 HA1346.Superseded values are not recommended for survey control.
 HA1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1346.See file dsdata.txt to determine how the superseded data were derived.
 HA1346
 HA1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4826581747(NAD 83)
 HA1346_MARKER: DS = TRIANGULATION STATION DISK
 HA1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1346
 HA1346  HISTORY     - Date     Condition        Report By
 HA1346  HISTORY     - 1950     MONUMENTED       CGS
 HA1346  HISTORY     - 1982     SEE DESCRIPTION  LOCENG
 HA1346
 HA1346                          STATION DESCRIPTION
 HA1346
 HA1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1346'STATION IS LOCATED IN THE EAST SECTION OF HARDINSBURG ON PROPERTY OF
 HA1346'THE HARDINSBURG BRECKINRIDGE COUNTY SCHOOL.  IT IS 136 FEET
 HA1346'NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY NO. 60 AND GRAVEL ROAD
 HA1346'NORTHEAST, 122 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HA1346'SCHOOL, 36 FEET NORTH OF THE CENTER OF GRAVEL ROAD AND 24 FEET NORTH
 HA1346'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HA1346'HARDINSBURG 1950.
 HA1346'
 HA1346'REFERENCE MARK NO. 1 IS 76 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 HA1346'SCHOOL AND 70 FEET SOUTHEAST OF A FLAG POLE.  THE MARK IS FLUSH AND
 HA1346'THE DISK IS STAMPED HARDINSBURG NO 1 1950.
 HA1346'
 HA1346'REFERENCE MARK NO. 2 IS 83 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 HA1346'SCHOOL.  THE MARK IS FLUSH AND THE DISK IS STAMPED HARDINSBURG NO 2
 HA1346'1950.
 HA1346'
 HA1346'AZIMUTH MARK IS 93 FEET NORTHWEST OF THE SOUTHWEST CORNER OF FRAME
 HA1346'HOUSE, 85 FEET NORTH OF THE CENTER OF GRAVEL ROAD AND 2 FEET
 HA1346'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 HA1346'DISK IS STAMPED HARDINSBURG 1950.
 HA1346'
 HA1346'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON GRAVEL
 HA1346'ROAD FOR 0.4 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE TO A
 HA1346'HOUSE ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 HA1346'
 HA1346'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA1346
 HA1346                          STATION RECOVERY (1982)
 HA1346
 HA1346'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (RC)
 HA1346'STATION AND AZIMUTH MARK APPARENTLY DESTROYED.
 HA1346'
 HA1346'CAREFUL SEARCH WAS MADE FROM DESCRIPTION AND USING METAL DETECTOR.
 HA1346'
 HA1346'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HARDINSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1344 ***********************************************************************
 HA1344  DESIGNATION -  HARDINSBURG BRECKINRIDGE CTHSE
 HA1344  PID         -  HA1344
 HA1344  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1344  USGS QUAD   -  HARDINSBURG (1993)
 HA1344
 HA1344                         *CURRENT SURVEY CONTROL
 HA1344  ___________________________________________________________________
 HA1344* NAD 83(1993)-  37 46 51.30287(N)    086 27 41.48153(W)     ADJUSTED  
 HA1344* NAVD 88     -                                                        
 HA1344  ___________________________________________________________________
 HA1344  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 HA1344  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HA1344
 HA1344  HORZ ORDER  -  THIRD
 HA1344
 HA1344.The horizontal coordinates were established by classical geodetic methods
 HA1344.and adjusted by the National Geodetic Survey in December 1995..
 HA1344
 HA1344
 HA1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1344
 HA1344.The geoid height was determined by GEOID03.
 HA1344
 HA1344;                    North         East     Units Scale Factor Converg.
 HA1344;SPC KY1Z     - 1,160,895.207 1,437,326.233   MT  0.99990633   -0 26 12.6
 HA1344;SPC KY1Z     - 3,808,703.69  4,715,627.82   sFT  0.99990633   -0 26 12.6
 HA1344;SPC KY S     -   660,884.408   437,321.868   MT  0.99997573   -0 25 53.4
 HA1344;SPC KY S     - 2,168,251.60  1,434,780.16   sFT  0.99997573   -0 25 53.4
 HA1344;UTM  16      - 4,181,644.322   547,417.348   MT  0.99962769   +0 19 47.6
 HA1344
 HA1344                          SUPERSEDED SURVEY CONTROL
 HA1344
 HA1344  NAD 83(1986)-  37 46 51.31129(N)    086 27 41.48726(W) AD(       ) 4
 HA1344  NAD 27      -  37 46 51.08900(N)    086 27 41.57400(W) AD(       ) 3
 HA1344
 HA1344.Superseded values are not recommended for survey control.
 HA1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1344.See file dsdata.txt to determine how the superseded data were derived.
 HA1344
 HA1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4741781644(NAD 83)
 HA1344
 HA1344  HISTORY     - Date     Condition        Report By
 HA1344  HISTORY     - 1950     FIRST OBSERVED   CGS
 HA1344
 HA1344                          STATION DESCRIPTION
 HA1344
 HA1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1344'STATION IS LOCATED IN THE CENTER OF HARDINSBURG. IT IS A WOODEN DOME,
 HA1344'PAINTED WHITE, ON AND IN THE CENTER OF THE ROOF OF A 2 STORY RED
 HA1344'BRICK BUILDING. THE POINT OBSERVED ON WAS THE BASE OF THE WEATHER
 HA1344'VANE ON THE ROOF OF THE DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1345 ***********************************************************************
 HA1345  DESIGNATION -  HARDINSBURG MUNICIPAL TANK
 HA1345  PID         -  HA1345
 HA1345  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1345  USGS QUAD   -  HARDINSBURG (1993)
 HA1345
 HA1345                         *CURRENT SURVEY CONTROL
 HA1345  ___________________________________________________________________
 HA1345* NAD 83(1993)-  37 46 54.51027(N)    086 27 18.37638(W)     ADJUSTED  
 HA1345* NAVD 88     -                                                        
 HA1345  ___________________________________________________________________
 HA1345  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 HA1345  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HA1345
 HA1345  HORZ ORDER  -  THIRD
 HA1345
 HA1345.The horizontal coordinates were established by classical geodetic methods
 HA1345.and adjusted by the National Geodetic Survey in December 1995..
 HA1345
 HA1345
 HA1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1345
 HA1345.The geoid height was determined by GEOID03.
 HA1345
 HA1345;                    North         East     Units Scale Factor Converg.
 HA1345;SPC KY1Z     - 1,160,989.792 1,437,892.301   MT  0.99990630   -0 25 58.5
 HA1345;SPC KY1Z     - 3,809,014.01  4,717,484.99   sFT  0.99990630   -0 25 58.5
 HA1345;SPC KY S     -   660,979.052   437,887.966   MT  0.99997586   -0 25 39.4
 HA1345;SPC KY S     - 2,168,562.11  1,436,637.44   sFT  0.99997586   -0 25 39.4
 HA1345;UTM  16      - 4,181,746.445   547,981.943   MT  0.99962836   +0 20 01.8
 HA1345
 HA1345                          SUPERSEDED SURVEY CONTROL
 HA1345
 HA1345  NAD 83(1986)-  37 46 54.51866(N)    086 27 18.38219(W) AD(       ) 4
 HA1345  NAD 27      -  37 46 54.31200(N)    086 27 18.46400(W) AD(       ) 3
 HA1345
 HA1345.Superseded values are not recommended for survey control.
 HA1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1345.See file dsdata.txt to determine how the superseded data were derived.
 HA1345
 HA1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4798281746(NAD 83)
 HA1345_MARKER: 51 = TANK
 HA1345
 HA1345  HISTORY     - Date     Condition        Report By
 HA1345  HISTORY     - 1946     FIRST OBSERVED   CGS
 HA1345
 HA1345                          STATION DESCRIPTION
 HA1345
 HA1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1345'THE STATION IS THE BALL ON THE TOP OF THE TANK, LOCATED IN THE EAST
 HA1345'EDGE OF HARDINSBURG. IT IS 50 FEET EAST OF A PAVED ALLEY (NO NAME)
 HA1345'AND 250 FEET NORTH OF STATE HIGHWAY 60. IT IS A STEEL TANK AND IS
 HA1345'ABOUT 135 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2620 ***********************************************************************
 GB2620  DESIGNATION -  HARDWICK
 GB2620  PID         -  GB2620
 GB2620  STATE/COUNTY-  KY/WAYNE
 GB2620  USGS QUAD   -  FRAZER (1982)
 GB2620
 GB2620                         *CURRENT SURVEY CONTROL
 GB2620  ___________________________________________________________________
 GB2620* NAD 83(1993)-  36 55 45.84071(N)    084 40 41.83830(W)     ADJUSTED  
 GB2620* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 GB2620  ___________________________________________________________________
 GB2620  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 GB2620  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB2620
 GB2620  HORZ ORDER  -  SECOND
 GB2620
 GB2620.The horizontal coordinates were established by classical geodetic methods
 GB2620.and adjusted by the National Geodetic Survey in December 1995..
 GB2620
 GB2620.The orthometric height was scaled from a topographic map.
 GB2620
 GB2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2620
 GB2620.The geoid height was determined by GEOID03.
 GB2620
 GB2620;                    North         East     Units Scale Factor Converg.
 GB2620;SPC KY1Z     - 1,066,703.740 1,595,484.722   MT  1.00004039   +0 39 28.8
 GB2620;SPC KY1Z     - 3,499,677.19  5,234,519.46   sFT  1.00004039   +0 39 28.8
 GB2620;SPC KY S     -   566,689.157   595,478.072   MT  0.99997020   +0 38 59.8
 GB2620;SPC KY S     - 1,859,212.68  1,953,664.31   sFT  0.99997020   +0 38 59.8
 GB2620;UTM  16      - 4,089,558.576   706,783.477   MT  1.00012679   +1 23 43.6
 GB2620
 GB2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2620!SPC KY1Z     -   0.99993756  x   1.00004039  =   0.99997795
 GB2620!SPC KY S     -   0.99993756  x   0.99997020  =   0.99990776
 GB2620!UTM  16      -   0.99993756  x   1.00012679  =   1.00006434
 GB2620
 GB2620:                Primary Azimuth Mark                     Grid Az
 GB2620:SPC KY1Z     -  SOMERSET RADIO STA WSFC MAST             015 14 31.0
 GB2620:SPC KY S     -  SOMERSET RADIO STA WSFC MAST             015 15 00.0
 GB2620:UTM  16      -  SOMERSET RADIO STA WSFC MAST             014 30 16.2
 GB2620
 GB2620|---------------------------------------------------------------------|
 GB2620| PID    Reference Object                     Distance      Geod. Az  |
 GB2620|                                                           dddmmss.s |
 GB2620| GZ2978 SOMERSET RADIO STA WSFC MAST        APPROX.21.8 KM 0155359.8 |
 GB2620| DB9907 HARDWICK RM 1                        33.565 METERS 05903     |
 GB2620| GB2615 BUCK KNOB 1950                      APPROX.14.1 KM 1131440.7 |
 GB2620| GB2621 SULPHUR USE 1950                     20.946 METERS 20422     |
 GB2620|---------------------------------------------------------------------|
 GB2620
 GB2620                          SUPERSEDED SURVEY CONTROL
 GB2620
 GB2620  NAD 83(1986)-  36 55 45.84984(N)    084 40 41.84473(W) AD(       ) 2
 GB2620  NAD 27      -  36 55 45.57800(N)    084 40 42.05400(W) AD(       ) 2
 GB2620
 GB2620.Superseded values are not recommended for survey control.
 GB2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2620.See file dsdata.txt to determine how the superseded data were derived.
 GB2620
 GB2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF0678389559(NAD 83)
 GB2620_MARKER: DS = TRIANGULATION STATION DISK
 GB2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2620
 GB2620  HISTORY     - Date     Condition        Report By
 GB2620  HISTORY     - 1950     MONUMENTED       CGS
 GB2620
 GB2620                          STATION DESCRIPTION
 GB2620
 GB2620'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2620'STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF MONTICELLO AND 10
 GB2620'MILES SOUTHWEST OF SOMERSET ON A HIGH BRUSHY HILL OWNED BY
 GB2620'GEORGE HARDWICK.  IT IS 20 FEET SOUTHWEST OF A 6 INCH OAK TREE, 18
 GB2620'FEET EAST OF A 10 INCH GUM TREE, 13 FEET NORTH OF THE CENTER OF A
 GB2620'DIRT ROAD, 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 GB2620'ABOUT 4 INCHES AND THE DISK IS STAMPED HARDWICK 1950.
 GB2620'
 GB2620'REFERENCE MARK NO. 1 IS 21 FEET SOUTHWEST OF A 10 INCH OAK TREE AND 7
 GB2620'FEET SOUTH OF THE CENTER OF THE DIRT ROAD.  THE MARK PROJECTS
 GB2620'ABOUT 4 INCHES AND THE DISK IS STAMPED HARDWICK NO 1 1950.
 GB2620'
 GB2620'SULPHUR (USED) WAS USED AS A REFERENCE MARK AND IS 33 FEET EAST OF A
 GB2620'10 INCH PINE TREE AND 14 FEET SOUTH OF THE CENTER OF THE ROAD.  THE
 GB2620'MARK IS A 12 X 12 INCH CONCRETE POST THAT PROJECTS ABOUT 4 INCHES
 GB2620'WITH A USED DISK CEMENTED IN THE TOP STAMPED SULPHUR 1942.
 GB2620'
 GB2620'TO REACH THE STATION FROM THE PUBLIC SQUARE IN MONTICELLO GO
 GB2620'NORTHEAST ON STATE HIGHWAY 90 FOR 14.0 MILES TO A CROSSROAD
 GB2620'IN THE COMMUNITY OF FRAZIER, TURN RIGHT AND GO 2.15 MILES TO A TRACK
 GB2620'ROAD LEFT AT A RUBBISH DUMP ON THE LEFT AND END OF TRUCK TRAVEL.
 GB2620'FROM HERE FOLLOW TRACK ROAD ABOUT 1 MILE TO THE HIGHEST POINT AND
 GB2620'STATION AS DESCRIBED.  (ABOUT 35 MINUTE PACK)
 GB2620'
 GB2620'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2027 ***********************************************************************
 HZ2027  DESIGNATION -  HARDY
 HZ2027  PID         -  HZ2027
 HZ2027  STATE/COUNTY-  KY/TRIMBLE
 HZ2027  USGS QUAD   -  BEDFORD (1984)
 HZ2027
 HZ2027                         *CURRENT SURVEY CONTROL
 HZ2027  ___________________________________________________________________
 HZ2027* NAD 83(1993)-  38 36 56.28949(N)    085 19 22.64678(W)     ADJUSTED  
 HZ2027* NAVD 88     -       284.     (meters)     932.     (feet)  SCALED    
 HZ2027  ___________________________________________________________________
 HZ2027  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 HZ2027  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HZ2027
 HZ2027  HORZ ORDER  -  SECOND
 HZ2027
 HZ2027.The horizontal coordinates were established by classical geodetic methods
 HZ2027.and adjusted by the National Geodetic Survey in April 1998..
 HZ2027
 HZ2027.The orthometric height was scaled from a topographic map.
 HZ2027
 HZ2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2027
 HZ2027.The geoid height was determined by GEOID03.
 HZ2027
 HZ2027;                    North         East     Units Scale Factor Converg.
 HZ2027;SPC KY1Z     - 1,253,388.798 1,537,191.898   MT  0.99998810   +0 15 43.9
 HZ2027;SPC KY1Z     - 4,112,159.75  5,043,270.42   sFT  0.99998810   +0 15 43.9
 HZ2027;SPC KY N     -   124,377.545   406,558.131   MT  0.99996542   -0 40 02.8
 HZ2027;SPC KY N     -   408,062.00  1,333,849.47   sFT  0.99996542   -0 40 02.8
 HZ2027;SPC IN E     -   373,884.799   129,933.752   MT  0.99997770   +0 12 52.2
 HZ2027;SPC IN E     - 1,226,653.71    426,290.98   sFT  0.99997770   +0 12 52.2
 HZ2027;UTM  16      - 4,275,458.462   646,005.108   MT  0.99986252   +1 02 48.5
 HZ2027
 HZ2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2027!SPC KY1Z     -   0.99996076  x   0.99998810  =   0.99994886
 HZ2027!SPC KY N     -   0.99996076  x   0.99996542  =   0.99992618
 HZ2027!SPC IN E     -   0.99996076  x   0.99997770  =   0.99993846
 HZ2027!UTM  16      -   0.99996076  x   0.99986252  =   0.99982329
 HZ2027
 HZ2027:                Primary Azimuth Mark                     Grid Az
 HZ2027:SPC KY1Z     -  HARDY AZ MK                              001 03 08.5
 HZ2027:SPC KY N     -  HARDY AZ MK                              001 58 55.2
 HZ2027:SPC IN E     -  HARDY AZ MK                              001 06 00.2
 HZ2027:UTM  16      -  HARDY AZ MK                              000 16 03.9
 HZ2027
 HZ2027|---------------------------------------------------------------------|
 HZ2027| PID    Reference Object                     Distance      Geod. Az  |
 HZ2027|                                                           dddmmss.s |
 HZ2027| CG7967 HARDY AZ MK                                        0011852.4 |
 HZ2027| CG7969 HARDY RM 2                           33.086 METERS 18436     |
 HZ2027| CG7968 HARDY RM 1                           21.205 METERS 29749     |
 HZ2027|---------------------------------------------------------------------|
 HZ2027
 HZ2027                          SUPERSEDED SURVEY CONTROL
 HZ2027
 HZ2027  NAD 83(1993)-  38 36 56.28958(N)    085 19 22.64712(W) AD(       ) 2
 HZ2027  NAD 83(1986)-  38 36 56.29210(N)    085 19 22.65421(W) AD(       ) 2
 HZ2027  NAD 27      -  38 36 56.07300(N)    085 19 22.81300(W) AD(       ) 2
 HZ2027
 HZ2027.Superseded values are not recommended for survey control.
 HZ2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2027.See file dsdata.txt to determine how the superseded data were derived.
 HZ2027
 HZ2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4600575458(NAD 83)
 HZ2027_MARKER: DS = TRIANGULATION STATION DISK
 HZ2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2027
 HZ2027  HISTORY     - Date     Condition        Report By
 HZ2027  HISTORY     - 1947     MONUMENTED       CGS
 HZ2027  HISTORY     - 1963     GOOD             CGS
 HZ2027
 HZ2027                          STATION DESCRIPTION
 HZ2027
 HZ2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2027'STATION IS 1.7 MILES NORTH-NORTHWEST FROM THE COURT HOUSE IN BEDFORD
 HZ2027'VIA STATE HIGHWAY 37, IN THE NORTHEAST CORNER OF A LARGE BARN
 HZ2027'LOT OWNED BY WALLACE WRIGHT, 144 FEET EAST OF A LARGE BARN, 56 FEET
 HZ2027'WEST OF THE CENTERLINE OF THE HIGHWAY, 26 FEET WEST OF THE
 HZ2027'EAST FENCE OF THE LOT, AND 16 FEET SOUTH OF THE NORTH FENCE OF THE
 HZ2027'LOT. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 HZ2027'STAMPED HARDY 1947.
 HZ2027'
 HZ2027'REFERENCE MARK NO. 1 IS 69.57 FEET WEST-NORTHWEST OF THE STATION AND
 HZ2027'1 FOOT SOUTH OF A FENCE. THE MARK PROJECTS 6 INCHES, AND THE
 HZ2027'DISK IS STAMPED HARDY NO 1 1947.
 HZ2027'
 HZ2027'REFERENCE MARK NO 2 IS 108.55 FEET SOUTH OF THE STATION, IN THE EAST
 HZ2027'FENCELINE OF THE LOT. THE MARK PROJECTS 6 INCHES, AND THE
 HZ2027'DISK IS STAMPED HARDY NO 2 1947.
 HZ2027'
 HZ2027'AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION, 24 FEET EAST OF THE
 HZ2027'CENTERLINE OF THE HIGHWAY, 18 FEET NORTH OF THE APPROXIMATE
 HZ2027'CENTERLINE OF A GRAVELED ROAD, AND 2 FEET SOUTH OF A WHITE WITNESS
 HZ2027'POST. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HARDY
 HZ2027'1947.
 HZ2027'
 HZ2027'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2027
 HZ2027                          STATION RECOVERY (1963)
 HZ2027
 HZ2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ2027'THE STATION IS 57 FEET WEST OF THE CENTER LINE OF A N-S HIGHWAY,
 HZ2027'145 FEET NE OF SE CORNER OF A BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2767 ***********************************************************************
 GZ2767  DESIGNATION -  HARDYVILLE
 GZ2767  PID         -  GZ2767
 GZ2767  STATE/COUNTY-  KY/HART
 GZ2767  USGS QUAD   -  CANMER (1987)
 GZ2767
 GZ2767                         *CURRENT SURVEY CONTROL
 GZ2767  ___________________________________________________________________
 GZ2767* NAD 83(1993)-  37 15 35.12370(N)    085 47 04.85461(W)     ADJUSTED  
 GZ2767* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 GZ2767  ___________________________________________________________________
 GZ2767  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GZ2767  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GZ2767
 GZ2767  HORZ ORDER  -  THIRD
 GZ2767
 GZ2767.The horizontal coordinates were established by classical geodetic methods
 GZ2767.and adjusted by the National Geodetic Survey in December 1995..
 GZ2767
 GZ2767.The orthometric height was scaled from a topographic map.
 GZ2767
 GZ2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2767
 GZ2767.The geoid height was determined by GEOID03.
 GZ2767
 GZ2767;                    North         East     Units Scale Factor Converg.
 GZ2767;SPC KY1Z     - 1,102,818.740 1,496,923.560   MT  0.99996246   -0 01 16.7
 GZ2767;SPC KY1Z     - 3,618,164.48  4,911,156.71   sFT  0.99996246   -0 01 16.7
 GZ2767;SPC KY S     -   602,809.300   496,923.610   MT  0.99994624   -0 01 15.7
 GZ2767;SPC KY S     - 1,977,716.85  1,630,323.54   sFT  0.99994624   -0 01 15.7
 GZ2767;UTM  16      - 4,124,380.677   607,767.456   MT  0.99974306   +0 44 09.1
 GZ2767
 GZ2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2767!SPC KY1Z     -   0.99997014  x   0.99996246  =   0.99993260
 GZ2767!SPC KY S     -   0.99997014  x   0.99994624  =   0.99991638
 GZ2767!UTM  16      -   0.99997014  x   0.99974306  =   0.99971321
 GZ2767
 GZ2767:                Primary Azimuth Mark                     Grid Az
 GZ2767:SPC KY1Z     -  HARDYVILLE AZ MK                         023 18 55.9
 GZ2767:SPC KY S     -  HARDYVILLE AZ MK                         023 18 54.9
 GZ2767:UTM  16      -  HARDYVILLE AZ MK                         022 33 30.1
 GZ2767
 GZ2767|---------------------------------------------------------------------|
 GZ2767| PID    Reference Object                     Distance      Geod. Az  |
 GZ2767|                                                           dddmmss.s |
 GZ2767| CG7970 HARDYVILLE AZ MK                                   0231739.2 |
 GZ2767| CG7971 HARDYVILLE RM 1                       8.003 METERS 02714     |
 GZ2767| CG7972 HARDYVILLE RM 2                      29.718 METERS 29208     |
 GZ2767|---------------------------------------------------------------------|
 GZ2767
 GZ2767                          SUPERSEDED SURVEY CONTROL
 GZ2767
 GZ2767  NAD 83(1986)-  37 15 35.13209(N)    085 47 04.86172(W) AD(       ) 3
 GZ2767  NAD 27      -  37 15 34.92600(N)    085 47 04.99300(W) AD(       ) 3
 GZ2767
 GZ2767.Superseded values are not recommended for survey control.
 GZ2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2767.See file dsdata.txt to determine how the superseded data were derived.
 GZ2767
 GZ2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0776724381(NAD 83)
 GZ2767_MARKER: DS = TRIANGULATION STATION DISK
 GZ2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2767
 GZ2767  HISTORY     - Date     Condition        Report By
 GZ2767  HISTORY     - 1951     MONUMENTED       CGS
 GZ2767
 GZ2767                          STATION DESCRIPTION
 GZ2767
 GZ2767'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2767'STATION IS LOCATED ABOUT 6 MILES EAST OF MUNFORDVILLE, 2-1/2 MILES
 GZ2767'SOUTHWEST OF CANMER AND 0.4 MILE NORTHEAST OF HARDYVILLE. IT
 GZ2767'IS 62 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME HOUSE, 47 FEET
 GZ2767'SOUTHEAST OF THE CENTER OF U.S.  HIGHWAY 31E, 5 FEET NORTH OF A
 GZ2767'WHITE WITNESS POST AND 2 FEET NORTHWEST OF A FENCE. THE MARK IS FLUSH
 GZ2767'WITH THE GROUND AND THE DISK IS STAMPED HARDYVILLE 1951.
 GZ2767'
 GZ2767'REFERENCE MARK NO. 1 IS 49 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 GZ2767'31E AND 1 FOOT NORTHWEST OF A FENCE. THE MARK IS FLUSH WITH THE
 GZ2767'GROUND AND THE DISK IS STAMPED HARDYVILLE NO. 1 1951.
 GZ2767'
 GZ2767'REFERENCE MARK NO. 2 IS 49 FEET NORTHWEST OF THE CENTER OF HIGHWAY
 GZ2767'31E AND 1 FOOT SOUTHEAST OF A FENCE. THE MARK IS FLUSH WITH THE
 GZ2767'GROUND AND THE DISK IS STAMPED HARDYVILLE NO. 2 1951.
 GZ2767'
 GZ2767'AZIMUTH MARK IS 75 FEET SOUTH OF THE CENTER OF A FARM DRIVEWAY, 48
 GZ2767'FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 31E, 3 FEET SOUTH OF
 GZ2767'A WHITE WITNESS POST AND 1 FOOT SOUTHEAST OF A TELEPHONE POLE. THE
 GZ2767'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HARDYVILLE
 GZ2767'1951.
 GZ2767'
 GZ2767'B.M. S 257 IS 75 FEET NORTH OF THE CENTER OF A FARM DRIVEWAY, 51 FEET
 GZ2767'NORTHWEST OF THE CENTER OF U.S. HIGHWAY 31E AND 1 FOOT SOUTHEAST
 GZ2767'OF A TELEPHONE POLE NO. 1170. THE MARK IS A CONCRETE CYLINDER ABOUT
 GZ2767'12 INCHES IN DIAMETER WHICH PROJECTS 4 INCHES. THE DISK IS A
 GZ2767'STANDARD BRONZE BENCH MARK DISK WHICH IS STAMPED S 257 1951.
 GZ2767'
 GZ2767'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31E AND STATE
 GZ2767'HIGHWAY 88 IN HARDYVILLE, GO NORTHEAST ON HIGHWAY 31E FOR 0.4 MILE
 GZ2767'TO THE STATION ON THE RIGHT AS DESCRIBED.
 GZ2767'
 GZ2767'TO REACH THE AZIMUTH MARK AND B.M. S 257 FROM THE STATION, GO
 GZ2767'NORTHEAST ON HIGHWAY 31E FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 GZ2767'LEFT AS DESCRIBED, CONTINUE NORTHEAST ON HIGHWAY FOR 0.05 MILE TO
 GZ2767'B.M. S 257 ON THE LEFT AS DESCRIBED.
 GZ2767'
 GZ2767'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3490 ***********************************************************************
 GA3490  DESIGNATION -  HARLAN 2
 GA3490  PID         -  GA3490
 GA3490  STATE/COUNTY-  KY/HARLAN
 GA3490  USGS QUAD   -  BLEDSOE (1980)
 GA3490
 GA3490                         *CURRENT SURVEY CONTROL
 GA3490  ___________________________________________________________________
 GA3490* NAD 83(1993)-  36 53 52.90486(N)    083 19 03.67741(W)     ADJUSTED  
 GA3490* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 GA3490  ___________________________________________________________________
 GA3490  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 GA3490  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA3490
 GA3490  HORZ ORDER  -  SECOND
 GA3490
 GA3490.The horizontal coordinates were established by classical geodetic methods
 GA3490.and adjusted by the National Geodetic Survey in December 1995..
 GA3490
 GA3490.The orthometric height was scaled from a topographic map.
 GA3490
 GA3490.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3490
 GA3490.The geoid height was determined by GEOID03.
 GA3490
 GA3490;                    North         East     Units Scale Factor Converg.
 GA3490;SPC KY1Z     - 1,065,499.064 1,716,779.098   MT  1.00004949   +1 29 36.0
 GA3490;SPC KY1Z     - 3,495,724.85  5,632,466.09   sFT  1.00004949   +1 29 36.0
 GA3490;SPC KY S     -   565,456.758   716,763.370   MT  0.99997419   +1 28 30.4
 GA3490;SPC KY S     - 1,855,169.38  2,351,581.16   sFT  0.99997419   +1 28 30.4
 GA3490;UTM  17      - 4,086,069.009   293,490.308   MT  1.00012540   -1 23 31.3
 GA3490
 GA3490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3490!SPC KY1Z     -   0.99986849  x   1.00004949  =   0.99991797
 GA3490!SPC KY S     -   0.99986849  x   0.99997419  =   0.99984268
 GA3490!UTM  17      -   0.99986849  x   1.00012540  =   0.99999387
 GA3490
 GA3490:                Primary Azimuth Mark                     Grid Az
 GA3490:SPC KY1Z     -  PUTNEY LOOKOUT TOWER                     067 25 30.2
 GA3490:SPC KY S     -  PUTNEY LOOKOUT TOWER                     067 26 35.8
 GA3490:UTM  17      -  PUTNEY LOOKOUT TOWER                     070 18 37.5
 GA3490
 GA3490|---------------------------------------------------------------------|
 GA3490| PID    Reference Object                     Distance      Geod. Az  |
 GA3490|                                                           dddmmss.s |
 GA3490| GA3479 PUTNEY LOOKOUT TOWER                APPROX. 8.9 KM 0685506.2 |
 GA3490| DB9908 HARLAN 2 AZ MK                                     0831105.8 |
 GA3490| DB9909 HARLAN 2 RM 1                         9.559 METERS 21031     |
 GA3490| DB9910 HARLAN 2 RM 2                         9.245 METERS 33854     |
 GA3490|---------------------------------------------------------------------|
 GA3490
 GA3490                          SUPERSEDED SURVEY CONTROL
 GA3490
 GA3490  NAD 83(1993)-  36 53 52.90919(N)    083 19 03.67902(W) AD(       ) 2
 GA3490  NAD 83(1986)-  36 53 52.91343(N)    083 19 03.68284(W) AD(       ) 2
 GA3490  NAD 27      -  36 53 52.60811(N)    083 19 04.02801(W) AD(       ) 2
 GA3490
 GA3490.Superseded values are not recommended for survey control.
 GA3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3490.See file dsdata.txt to determine how the superseded data were derived.
 GA3490
 GA3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9349086069(NAD 83)
 GA3490_MARKER: DS = TRIANGULATION STATION DISK
 GA3490_SETTING: 80 = SET IN A BOULDER
 GA3490
 GA3490  HISTORY     - Date     Condition        Report By
 GA3490  HISTORY     - 1934     MONUMENTED       CGS
 GA3490  HISTORY     - 1950     GOOD             CGS
 GA3490  HISTORY     - 1980     GOOD             NGS
 GA3490
 GA3490                          STATION DESCRIPTION
 GA3490
 GA3490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3490'STATION IS ON A HIGH PEAK OF PINE MOUNTAIN AT THE HEAD OF TOM JONES
 GA3490'BRANCH.  IT IS
 GA3490'ABOUT 3 MILES N OF HARLAN, KENTUCKY, AND 7.75 MILES NW
 GA3490'OF EVARTS, KENTUCKY.  IT IS THE
 GA3490'SITE OF AN OLD (U.S.G.S.) STATION BUT
 GA3490'THE OLD MARKS WERE NOT RECOVERED.
 GA3490'
 GA3490'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A 3-BY 6-INCH BURIED
 GA3490'BOULDER FLUSH WITH
 GA3490'THE GROUND.
 GA3490'
 GA3490'UNDERGROUND MARK IS A COPPER BOLT SET WITH CEMENT IN A DRILL HOLE OR
 GA3490'DEPRESSION IN A
 GA3490'BOULDER 3 FEET BELOW THE GROUND.
 GA3490'
 GA3490'REFERENCE MARK NO. 1 IS SW OF STATION ON DOWN HILL SLOPE, 12 YARDS NW
 GA3490'OF FENCE LINE.  IT
 GA3490'IS A STANDARD BRONZE DISK SET IN THE TOP OF A 6-BY
 GA3490'10-INCH BURIED BOULDER WHICH
 GA3490'PROTRUDES ABOUT 4 INCHES ABOVE THE
 GA3490'SURFACE.
 GA3490'
 GA3490'REFERENCE MARK NO. 2 IS NNW OF STATION, 7 FEET SW OF FENCE LINE.  IT
 GA3490'IS A STANDARD DISK
 GA3490'SET IN THE TOP OF A 4-BY 10-INCH BURIED BOULDER
 GA3490'WHICH IS FLUSH WITH THE SURFACE.
 GA3490'
 GA3490'AZIMUTH MARK IS E OF STATION AND ON FIRST KNOB ALONG TRAIL LEADING
 GA3490'THEREFROM.  IT IS
 GA3490'A STANDARD DISK SET IN THE TOP OF A 4-BY 6-FOOT
 GA3490'BOULDER WHICH IS ABOUT 3 FEET THICK.
 GA3490'IT IS 10 FEET NW OF A 10-INCH
 GA3490'CHESTNUT OAK TREE, 10 YARDS E OF A 10-INCH HICKORY
 GA3490'TREE.
 GA3490'
 GA3490'TO REACH THE STATION FROM THE HARLAN NATIONAL BANK IN HARLAN,
 GA3490'KENTUCKY, GO N ON
 GA3490'MAIN STREET FOR 1.15 MILES TO JUNCTION WITH U.S.
 GA3490'HIGHWAY 123.  GO E ON U.S.  HIGHWAY
 GA3490'123 FOR 0.05 MILE AND TURN RIGHT
 GA3490'ONTO ROUGH GRAVEL ROAD.  GO 0.02 MILE AND TAKE RIGHT
 GA3490'FORK JUST AFTER
 GA3490'CROSSING BRIDGE, CONTINUE 2.0 MILES AND TURN LEFT ACROSS RAILROAD
 GA3490'TRACKS JUST BEFORE
 GA3490'REACHING TOM JONES BRANCH.  GO UP ROCKY ROAD ALONG
 GA3490'BRANCH FOR 1.9 MILES TO END OF TRUCK
 GA3490'TRAVEL.  FROM HERE, FOLLOW ROCKY
 GA3490'ROAD TO GAP, ABOUT 0.4 MILE, TURN LEFT AT GAP AND
 GA3490'FOLLOW ALONG THE
 GA3490'DIVIDE AND FIRE LANE FOR 0.4 MILE TO HIGHEST POINT AND STATION.
 GA3490'STATION IS ABOUT
 GA3490'90 FEET NE OF THE FIRE LANE AT THIS POINT.  STATION
 GA3490'IS ON TOP OF A HIGH KNOB WHICH IS
 GA3490'PARTIALLY TIMBERED WITH SECOND
 GA3490'GROWTH TREES AND BRUSH, 4 FEET SE OF A 6-INCH
 GA3490'CROOKED LOCUST TREE,
 GA3490'AND 4 FEET NW OF A 6-INCH HICKORY TREE, AND 18.5 FEET SSW OF
 GA3490'FENCE LINE.
 GA3490'
 GA3490'NOTE- A 4-FOOT STAND WAS USED AND CLEARED ALL LINES EXCEPT TO
 GA3490'DOMINION, WHICH
 GA3490'WAS PARTIALLY OBSTRUCTED BY TREES ON A RIDGE ABOUT 7
 GA3490'MILES AWAY FROM HARLAN.  A 20-FOOT
 GA3490'STAND IS RECOMMENDED TO CLEAR THIS
 GA3490'LINE.
 GA3490
 GA3490                          STATION RECOVERY (1950)
 GA3490
 GA3490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3490'STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARKS NO. 1 AND NO. 2
 GA3490'WERE RECOVERED AND ARE
 GA3490'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 GA3490'FOR BUT WAS NOT FOUND.  THE
 GA3490'DIRECTION TO THE REFERENCE MARKS AND THE
 GA3490'PUTNEY LOOKOUT TOWER FAILED TO CHECK.  A
 GA3490'COMPLETE NEW DESCRIPTION
 GA3490'FOLLOWS.
 GA3490'
 GA3490'STATION IS LOCATED ABOUT 4 MILES NORTH OF HARLAN.  IT IS 10 FEET
 GA3490'SOUTHEAST OF A 12 INCH OAK
 GA3490'TREE AND 8 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 GA3490'IS FLUSH AND THE DISK IS
 GA3490'STAMPED HARLAN 2 1934.
 GA3490'
 GA3490'REFERENCE MARK NO. 1 IS 31.36 FEET NORTHWEST OF THE STATION.  THE
 GA3490'MARK IS FLUSH AND THE DISK
 GA3490'IS STAMPED HARLAN 2 NO 1 1934.
 GA3490'
 GA3490'REFERENCE MARK NO. 2 IS 30.32 FEET NORTHWEST OF THE STATION.  THE
 GA3490'MARK IS FLUSH AND THE DISK
 GA3490'IS STAMPED HARLAN 2 NO 2 1934.
 GA3490'
 GA3490'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 421 AND
 GA3490'NO. 119 WHICH IS ABOUT 1
 GA3490'MILE NORTH OF HARLAN, GO NORTH ON U.S.  HIGHWAY NO.
 GA3490'421 FOR 5.7 MILES TO A GRAVEL
 GA3490'T-ROAD RIGHT, THIS IS ON TOP OF HILL BY
 GA3490'ROAD AND END OF TRUCK TRAVEL.  FROM THIS POINT
 GA3490'PACK WESTERLY UP STEEP
 GA3490'GRADE ON A DIM PATH TO THE TOP OF RIDGE TO WHERE PATH FORKS, TAKE
 GA3490'THE LEFT PATH AND
 GA3490'FOLLOW THE RIDGE AROUND THE NORTH SIDE TO THE HIGHEST
 GA3490'POINT OF RIDGE AND STATION AS
 GA3490'DESCRIBED.  (30 MINUTE PACK)
 GA3490'
 GA3490'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 GA3490
 GA3490                          STATION RECOVERY (1980)
 GA3490
 GA3490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA3490'THE STATION MARK AND REFERENCE MARKS WERE FOUND TO BE IN GOOD
 GA3490'CONDITION AFTER A LONG SEARCH.  THE DIRECTION BETWEEN THE REFERENCE
 GA3490'MARKS WAS FOUND TO BE IN ERROR BY 4 MINUTES AND 7 SECONDS.  THE
 GA3490'DISTANCE TO REFERENCE MARK 2 CHECKED BUT WAS FOUND TO BE IN ERROR
 GA3490'TO REFERENCE MARK 1 BY 0.10 OF A FOOT.  A NEW DESCRIPTION FOLLOWS.
 GA3490'
 GA3490'THE STATION IS LOCATED ON A HIGH PEAK OF PINE MOUNTAIN, 3 MILES NORTH
 GA3490'OF HARLAN, 10 FEET SOUTHEAST OF AN 18 INCH OAK TREE WITH A WITNESS
 GA3490'SIGN NAILED ON THE SOUTH SIDE.  THE STONE IS 3 INCHES UNDERGROUND
 GA3490'AND THE DISK IS STAMPED---HARLAN 2 1934---.
 GA3490'
 GA3490'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND 119 AT
 GA3490'HARLAN, GO 5.4 MILES TO TOP OF HILL AND A SIDE ROAD RIGHT.  PARK AT
 GA3490'THIS SITE AND PACK WESTERLY TO HIGHEST POINT IN AREA AND
 GA3490'STATION.  THIS IS ABOUT A 45 MINUTE PACK WITH EQUIPMENT.
 GA3490'
 GA3490'REFERENCE MARK 1 IS 23 FEET SOUTHEAST OF A 10 INCH HICKORY TREE, ON
 GA3490'THE SOUTH SLOPE OF THE KNOB AND ABOUT 5 FEET LOWER THAN THE STATION
 GA3490'MARK.  THE STONE IN WHICH THE DISK IS SET IS FLUSH AND
 GA3490'STAMPED---HARLAN 2 NO 1 1934---.
 GA3490'
 GA3490'REFERENCE MARK 2 IS 20 FEET NORTHWEST OF THE OAK TREE AND ABOUT 2
 GA3490'FEET LOWER THAN THE STATION MARK.  THE STONE IS FLUSH AND THE DISK
 GA3490'IS STAMPED---HARLAN 2 NO 2 1934---
 GA3490'
 GA3490'THE STATION MARK IS ALSO 7 FEET EAST OF A 10 INCH HICKORY TREE WITH
 GA3490'A WITNESS SIGN NAILED ON THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3222 ***********************************************************************
 GY3222  DESIGNATION -  HARMOND
 GY3222  PID         -  GY3222
 GY3222  STATE/COUNTY-  KY/PIKE
 GY3222  USGS QUAD   -  BROAD BOTTOM (1992)
 GY3222
 GY3222                         *CURRENT SURVEY CONTROL
 GY3222  ___________________________________________________________________
 GY3222* NAD 83(1993)-  37 33 36.98532(N)    082 34 36.03256(W)     ADJUSTED  
 GY3222* NAVD 88     -       530.     (meters)    1739.     (feet)  SCALED    
 GY3222  ___________________________________________________________________
 GY3222  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 GY3222  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GY3222
 GY3222  HORZ ORDER  -  SECOND
 GY3222
 GY3222.The horizontal coordinates were established by classical geodetic methods
 GY3222.and adjusted by the National Geodetic Survey in December 1995..
 GY3222
 GY3222.The orthometric height was scaled from a topographic map.
 GY3222
 GY3222.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3222
 GY3222.The geoid height was determined by GEOID03.
 GY3222
 GY3222;                    North         East     Units Scale Factor Converg.
 GY3222;SPC KY1Z     - 1,140,935.283 1,780,300.473   MT  0.99992008   +1 56 53.9
 GY3222;SPC KY1Z     - 3,743,218.51  5,840,869.14   sFT  0.99992008   +1 56 53.9
 GY3222;SPC KY S     -   640,868.088   780,311.059   MT  0.99995316   +1 55 28.2
 GY3222;SPC KY S     - 2,102,581.39  2,560,070.53   sFT  0.99995316   +1 55 28.2
 GY3222;UTM  17      - 4,158,196.466   360,745.056   MT  0.99983886   -0 57 40.6
 GY3222
 GY3222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3222!SPC KY1Z     -   0.99992186  x   0.99992008  =   0.99984195
 GY3222!SPC KY S     -   0.99992186  x   0.99995316  =   0.99987502
 GY3222!UTM  17      -   0.99992186  x   0.99983886  =   0.99976073
 GY3222
 GY3222|---------------------------------------------------------------------|
 GY3222| PID    Reference Object                     Distance      Geod. Az  |
 GY3222|                                                           dddmmss.s |
 GY3222| DB9913 HARMOND RM 1                          5.490 METERS 08154     |
 GY3222| GY3192 PIKEVILLE RADIO STA WPKE MAST       APPROX. 9.9 KM 1531434.0 |
 GY3222| DB9914 HARMOND RM 2                          5.023 METERS 19533     |
 GY3222|---------------------------------------------------------------------|
 GY3222
 GY3222                          SUPERSEDED SURVEY CONTROL
 GY3222
 GY3222  NAD 83(1993)-  37 33 36.99260(N)    082 34 36.03773(W) AD(       ) 2
 GY3222  NAD 83(1986)-  37 33 36.99283(N)    082 34 36.03780(W) AD(       ) 2
 GY3222  NAD 27      -  37 33 36.63900(N)    082 34 36.48600(W) AD(       ) 2
 GY3222
 GY3222.Superseded values are not recommended for survey control.
 GY3222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3222.See file dsdata.txt to determine how the superseded data were derived.
 GY3222
 GY3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB6074558196(NAD 83)
 GY3222_MARKER: DS = TRIANGULATION STATION DISK
 GY3222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3222_SP_SET: PREFABRICATED CONCRETE POST
 GY3222
 GY3222  HISTORY     - Date     Condition        Report By
 GY3222  HISTORY     - 1949     MONUMENTED       CGS
 GY3222
 GY3222                          STATION DESCRIPTION
 GY3222
 GY3222'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3222'STATION IS LOCATED ABOUT 7 MILES NORTH OF PIKEVILLE ON A HIGH CLEARED
 GY3222'RIDGE OWNED BY D.H. CLARK. IT IS ON THE HIGHEST POINT OF THE RIDGE
 GY3222'AND 45 FEET SOUTHWEST OF THE EAST SLOPE OF THE HILL AND 6 FEET
 GY3222'NORTHWEST OF A WHITE WITNESS POST.  THE DISK IS WELDED IN TOP OF A
 GY3222'4 INCH IRON PIPE THAT PROJECTS ABOUT 2 INCHES AND IS STAMPED HARMOND
 GY3222'1949.
 GY3222'
 GY3222'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED IN THE TOP OF A 4 INCH
 GY3222'PIPE THAT PROJECTS ABOUT 2 INCHES AND IS STAMPED HARMOND NO. 1
 GY3222'1949.
 GY3222'
 GY3222'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED IN THE TOP OF A 4 INCH
 GY3222'PIPE THAT PROJECTS ABOUT 2 INCHES AND IS STAMPED HARMOND NO. 2
 GY3222'1949.
 GY3222'
 GY3222'TO REACH THE STATION FROM THE BRIDGE OVER THE LEVISA RIVER ON U.S.
 GY3222'HIGHWAY 23 IN THE NORTH EDGE OF PIKEVILLE, GO NORTHWEST ON
 GY3222'HIGHWAY 23 FOR 7.6 MILES TO MR. CLARKS HOUSE ON THE RIGHT AND A
 GY3222'T-ROAD RIGHT, TURN RIGHT AND GO UP HARMOND BRANCH ROAD AND GO 1.4
 GY3222'MILES TO A GAP IN THE FENCE AND A HOUSE ON THE RIGHT, PASS THROUGH
 GY3222'FENCE AND FOLLOW CREEK ROAD FOR 0.45 MILE TO A TRIANGLE,
 GY3222'BLAZED ON A 30 INCH BEECH TREE ON THE LEFT AND END OF TRUCK TRAVEL,
 GY3222'TURN LEFT AND GO UP A VERY STEEP GRADE, PASSING THROUGH LARGE ROCKS
 GY3222'TO THE SECOND AND HIGHEST RIDGE AND STATION AS DESCRIBED. (ABOUT 1
 GY3222'HOUR PACK).
 GY3222'
 GY3222'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0035 ***********************************************************************
 HA0035  DESIGNATION -  HARNED
 HA0035  PID         -  HA0035
 HA0035  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0035  USGS QUAD   -  HARDINSBURG (1993)
 HA0035
 HA0035                         *CURRENT SURVEY CONTROL
 HA0035  ___________________________________________________________________
 HA0035* NAD 83(1993)-  37 45 03.70041(N)    086 24 12.22481(W)     ADJUSTED  
 HA0035* NAVD 88     -       238.378  (meters)     782.08   (feet)  ADJUSTED  
 HA0035  ___________________________________________________________________
 HA0035  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 HA0035  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HA0035  DYNAMIC HT  -         238.204 (meters)     781.51  (feet)  COMP
 HA0035  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 HA0035
 HA0035  HORZ ORDER  -  THIRD
 HA0035  VERT ORDER  -  SECOND    CLASS 0
 HA0035
 HA0035.The horizontal coordinates were established by classical geodetic methods
 HA0035.and adjusted by the National Geodetic Survey in December 1995..
 HA0035
 HA0035.The orthometric height was determined by differential leveling
 HA0035.and adjusted by the National Geodetic Survey in June 1991..
 HA0035
 HA0035.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0035
 HA0035.The geoid height was determined by GEOID03.
 HA0035
 HA0035.The dynamic height is computed by dividing the NAVD 88
 HA0035.geopotential number by the normal gravity value computed on the
 HA0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0035.degrees latitude (g = 980.6199 gals.).
 HA0035
 HA0035.The modeled gravity was interpolated from observed gravity values.
 HA0035
 HA0035;                    North         East     Units Scale Factor Converg.
 HA0035;SPC KY1Z     - 1,157,540.650 1,442,422.968   MT  0.99990733   -0 24 04.2
 HA0035;SPC KY1Z     - 3,797,697.95  4,732,349.35   sFT  0.99990733   -0 24 04.2
 HA0035;SPC KY S     -   657,530.081   442,419.243   MT  0.99997181   -0 23 46.5
 HA0035;SPC KY S     - 2,157,246.61  1,451,503.80   sFT  0.99997181   -0 23 46.5
 HA0035;UTM  16      - 4,178,359.162   552,557.089   MT  0.99963402   +0 21 55.0
 HA0035
 HA0035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0035!SPC KY1Z     -   0.99996761  x   0.99990733  =   0.99987494
 HA0035!SPC KY S     -   0.99996761  x   0.99997181  =   0.99993942
 HA0035!UTM  16      -   0.99996761  x   0.99963402  =   0.99960164
 HA0035
 HA0035|---------------------------------------------------------------------|
 HA0035| PID    Reference Object                     Distance      Geod. Az  |
 HA0035|                                                           dddmmss.s |
 HA0035| HA0037 HARNED RM 2                          29.340 METERS 01139     |
 HA0035| HA0034 TT 49 K                             196.674 METERS 08116     |
 HA0035| HA0038 HARNED AZ MK                                       2772604.8 |
 HA0035| HA0036 HARNED RM 1                           9.400 METERS 27938     |
 HA0035|---------------------------------------------------------------------|
 HA0035
 HA0035                          SUPERSEDED SURVEY CONTROL
 HA0035
 HA0035  NAD 83(1986)-  37 45 03.70862(N)    086 24 12.23077(W) AD(       ) 3
 HA0035  NAD 27      -  37 45 03.50000(N)    086 24 12.33000(W) AD(       ) 3
 HA0035  NGVD 29 (??/??/92)  238.514  (m)          782.52   (f) ADJ UNCH    2 0
 HA0035
 HA0035.Superseded values are not recommended for survey control.
 HA0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0035.See file dsdata.txt to determine how the superseded data were derived.
 HA0035
 HA0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG5255778359(NAD 83)
 HA0035_MARKER: DS = TRIANGULATION STATION DISK
 HA0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0035_STAMPING: HARNED 1950
 HA0035_MARK LOGO: CGS   
 HA0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0035+STABILITY: SURFACE MOTION
 HA0035
 HA0035  HISTORY     - Date     Condition        Report By
 HA0035  HISTORY     - 1950     MONUMENTED       CGS
 HA0035  HISTORY     - 1954     GOOD             CGS
 HA0035  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 HA0035
 HA0035                          STATION DESCRIPTION
 HA0035
 HA0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA0035'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF HARDINSBURG AND 1/4
 HA0035'MILE EAST OF HARNED JUST OFF THE RIGHT-OF-WAY OF U.S.  HIGHWAY 60.
 HA0035'IT IS 27 FEET SOUTH OF CENTER OF HIGHWAY 60, 22 FEET WEST OF A
 HA0035'TELEPHONE POLE AND 4 FEET SOUTH OF A WHITE WITNESS POST AND FENCE
 HA0035'LINE.  THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND
 HA0035'AND THE DISK IS STAMPED---HARNED 1950.
 HA0035'
 HA0035'REFERENCE MARK NO. 1 IS 23 FEET SOUTH OF CENTER OF HIGHWAY, AND IS IN
 HA0035'A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HA0035'STAMPED---HARNED NO 1 1950.
 HA0035'
 HA0035'REFERENCE MARK NO. 2 IS 68 FEET NORTH OF CENTER OF HIGHWAY AND 2 FEET
 HA0035'EAST OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 HA0035'THE DISK IS STAMPED---HARNED NO 1 1950.
 HA0035'
 HA0035'TT 49 K (USGS) BM IS 130 FEET EAST OF THE JUNCTION OF U.S. HIGHWAY 60
 HA0035'AND A GRAVEL ROAD FORK RIGHT AND 40 FEET SOUTH OF CENTER OF
 HA0035'HIGHWAY 60.  THE MARK IS A 6 X 6 INCHES CONCRETE POST WHICH IS FLUSH
 HA0035'WITH THE GROUND AND THE DISK IS A STANDARD USGS BM DISK
 HA0035'STAMPED---TT STA. NO.  49-K. 1928.
 HA0035'
 HA0035'AZIMUTH MARK IS 26 FEET NORTH OF CENTER OF HIGHWAY 60 AND 2 FEET EAST
 HA0035'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 HA0035'DISK IS STAMPED---HARNED 1950.
 HA0035'
 HA0035'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HA0035'HIGHWAY 65 IN THE VILLAGE OF HARNED, GO EAST ON HIGHWAY 60 FOR 0.1
 HA0035'MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE AHEAD, EAST
 HA0035'ON HIGHWAY FOR 0.2 MILE TO THE STATION ON RIGHT AS
 HA0035'DESCRIBED.
 HA0035'
 HA0035'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HA0035
 HA0035                          STATION RECOVERY (1954)
 HA0035
 HA0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 HA0035'0.4 MI E FROM HARNED.
 HA0035'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 HA0035'STATE HIGHWAY 65 LEADING SOUTH AT HARNED, 26 FEET SOUTH OF
 HA0035'CENTER LINE OF HIGHWAY, 31 FEET EAST OF RM NO. 1, 96 1/2 FEET
 HA0035'SOUTH OF RM NO. 2, 3 1/2 FEET SOUTH OF A FENCE LINE, 22 FEET WEST
 HA0035'OF TELEPHONE POLE NO. 7 WITH A BRACE POLE, ABOUT LEVEL WITH
 HA0035'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT 6 INCHES BELOW
 HA0035'SURFACE OF GROUND.
 HA0035
 HA0035                          STATION RECOVERY (1982)
 HA0035
 HA0035'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (RC)
 HA0035'STATION IS APPARENTLY COVERED BY DRIVEWAY OR DESTROYED.  AZIMUTH
 HA0035'MARK NOT RECOVERED.
 HA0035'
 HA0035'SEARCH WAS MADE FROM DESCRIPTION AND METAL DETECTOR.  WAS NOT
 HA0035'RECOVERED.
 HA0035'
 HA0035'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/4 MI EAST OF HARNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0038 ***********************************************************************
 HA0038  DESIGNATION -  HARNED AZ MK
 HA0038  PID         -  HA0038
 HA0038  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0038  USGS QUAD   -  HARDINSBURG (1993)
 HA0038
 HA0038                         *CURRENT SURVEY CONTROL
 HA0038  ___________________________________________________________________
 HA0038* NAD 83(1986)-  37 45 05.     (N)    086 24 24.     (W)     SCALED    
 HA0038* NAVD 88     -       233.940  (meters)     767.52   (feet)  ADJUSTED  
 HA0038  ___________________________________________________________________
 HA0038  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HA0038  DYNAMIC HT  -         233.769 (meters)     766.96  (feet)  COMP
 HA0038  MODELED GRAV-     979,897.1   (mgal)                       NAVD 88
 HA0038
 HA0038  VERT ORDER  -  SECOND    CLASS 0
 HA0038
 HA0038.The horizontal coordinates were scaled from a topographic map and have
 HA0038.an estimated accuracy of +/- 6 seconds.
 HA0038
 HA0038.The orthometric height was determined by differential leveling
 HA0038.and adjusted by the National Geodetic Survey in June 1991..
 HA0038
 HA0038.The geoid height was determined by GEOID03.
 HA0038
 HA0038.The dynamic height is computed by dividing the NAVD 88
 HA0038.geopotential number by the normal gravity value computed on the
 HA0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0038.degrees latitude (g = 980.6199 gals.).
 HA0038
 HA0038.The modeled gravity was interpolated from observed gravity values.
 HA0038
 HA0038;                    North         East    Units  Estimated Accuracy
 HA0038;SPC KY1Z     - 1,157,580.    1,442,140.      MT  (+/- 180 meters Scaled)
 HA0038
 HA0038                          SUPERSEDED SURVEY CONTROL
 HA0038
 HA0038  NGVD 29 (??/??/92)  234.076  (m)          767.96   (f) ADJ UNCH    2 0
 HA0038
 HA0038.Superseded values are not recommended for survey control.
 HA0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0038.See file dsdata.txt to determine how the superseded data were derived.
 HA0038
 HA0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG522783(NAD 83)
 HA0038_MARKER: DZ = AZIMUTH MARK DISK
 HA0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0038_STAMPING: HARNED 1950
 HA0038_MARK LOGO: CGS   
 HA0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0038+STABILITY: SURFACE MOTION
 HA0038
 HA0038  HISTORY     - Date     Condition        Report By
 HA0038  HISTORY     - 1950     MONUMENTED       CGS
 HA0038  HISTORY     - 1954     GOOD             CGS
 HA0038
 HA0038                          STATION DESCRIPTION
 HA0038
 HA0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0038'0.2 MI E FROM HARNED.
 HA0038'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 HA0038'STATE HIGHWAY 65 LEADING SOUTH AT HARNED, ABOUT 30 YARDS EAST
 HA0038'OF THE TOP OF A GRADE, 26 FEET NORTH OF CENTER LINE OF HIGHWAY,
 HA0038'1 FOOT NORTH OF A FENCE LINE, 80 FEET EAST OF A POWER POLE, AT
 HA0038'ABOUT RIGHT ANGLE ACROSS HIGHWAY FROM TELEPHONE POLE NO. 3, 218
 HA0038'FEET WEST OF WEST END OF NORTH CONCRETE HEAD WALL OF A 24-INCH
 HA0038'PIPE CULVERT UNDER HIGHWAY, ABOUT LEVEL WITH HIGHWAY AND SET IN
 HA0038'THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0036 ***********************************************************************
 HA0036  DESIGNATION -  HARNED RM 1
 HA0036  PID         -  HA0036
 HA0036  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0036  USGS QUAD   -  HARDINSBURG (1993)
 HA0036
 HA0036                         *CURRENT SURVEY CONTROL
 HA0036  ___________________________________________________________________
 HA0036* NAD 83(1986)-  37 45 04.     (N)    086 24 12.     (W)     SCALED    
 HA0036* NAVD 88     -       238.880  (meters)     783.73   (feet)  ADJUSTED  
 HA0036  ___________________________________________________________________
 HA0036  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HA0036  DYNAMIC HT  -         238.706 (meters)     783.15  (feet)  COMP
 HA0036  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 HA0036
 HA0036  VERT ORDER  -  SECOND    CLASS 0
 HA0036
 HA0036.The horizontal coordinates were scaled from a topographic map and have
 HA0036.an estimated accuracy of +/- 6 seconds.
 HA0036
 HA0036.The orthometric height was determined by differential leveling
 HA0036.and adjusted by the National Geodetic Survey in June 1991..
 HA0036
 HA0036.The geoid height was determined by GEOID03.
 HA0036
 HA0036.The dynamic height is computed by dividing the NAVD 88
 HA0036.geopotential number by the normal gravity value computed on the
 HA0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0036.degrees latitude (g = 980.6199 gals.).
 HA0036
 HA0036.The modeled gravity was interpolated from observed gravity values.
 HA0036
 HA0036;                    North         East    Units  Estimated Accuracy
 HA0036;SPC KY1Z     - 1,157,550.    1,442,430.      MT  (+/- 180 meters Scaled)
 HA0036
 HA0036                          SUPERSEDED SURVEY CONTROL
 HA0036
 HA0036  NGVD 29 (??/??/92)  239.015  (m)          784.17   (f) ADJ UNCH    2 0
 HA0036
 HA0036.Superseded values are not recommended for survey control.
 HA0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0036.See file dsdata.txt to determine how the superseded data were derived.
 HA0036
 HA0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG525783(NAD 83)
 HA0036_MARKER: DR = REFERENCE MARK DISK
 HA0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0036_STAMPING: HARNED NO 1 1950
 HA0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0036+STABILITY: SURFACE MOTION
 HA0036
 HA0036  HISTORY     - Date     Condition        Report By
 HA0036  HISTORY     - 1950     MONUMENTED       CGS
 HA0036  HISTORY     - 1954     GOOD             NGS
 HA0036
 HA0036                          STATION DESCRIPTION
 HA0036
 HA0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HA0036'0.4 MI E FROM HARNED.
 HA0036'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 HA0036'STATE HIGHWAY 65 LEADING SOUTH AT HARNED, 21.8 FEET SOUTH OF
 HA0036'CENTER LINE OF HIGHWAY, 31 FEET WEST OF STATION MARK, 102 FEET
 HA0036'SOUTHWEST OF RM NO. 2, 53 FEET WEST OF TELEPHONE POLE NO. 7 WITH
 HA0036'BRACE POLE, UNDER A WIRE FENCE AND ABOUT 3 INCHES NORTH OF FENCE
 HA0036'LINE, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HA0036'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0037 ***********************************************************************
 HA0037  DESIGNATION -  HARNED RM 2
 HA0037  PID         -  HA0037
 HA0037  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0037  USGS QUAD   -  HARDINSBURG (1993)
 HA0037
 HA0037                         *CURRENT SURVEY CONTROL
 HA0037  ___________________________________________________________________
 HA0037* NAD 83(1986)-  37 45 03.     (N)    086 24 11.     (W)     SCALED    
 HA0037* NAVD 88     -       238.270  (meters)     781.72   (feet)  ADJUSTED  
 HA0037  ___________________________________________________________________
 HA0037  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HA0037  DYNAMIC HT  -         238.097 (meters)     781.16  (feet)  COMP
 HA0037  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 HA0037
 HA0037  VERT ORDER  -  SECOND    CLASS 0
 HA0037
 HA0037.The horizontal coordinates were scaled from a topographic map and have
 HA0037.an estimated accuracy of +/- 6 seconds.
 HA0037
 HA0037.The orthometric height was determined by differential leveling
 HA0037.and adjusted by the National Geodetic Survey in June 1991..
 HA0037
 HA0037.The geoid height was determined by GEOID03.
 HA0037
 HA0037.The dynamic height is computed by dividing the NAVD 88
 HA0037.geopotential number by the normal gravity value computed on the
 HA0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0037.degrees latitude (g = 980.6199 gals.).
 HA0037
 HA0037.The modeled gravity was interpolated from observed gravity values.
 HA0037
 HA0037;                    North         East    Units  Estimated Accuracy
 HA0037;SPC KY1Z     - 1,157,520.    1,442,450.      MT  (+/- 180 meters Scaled)
 HA0037
 HA0037                          SUPERSEDED SURVEY CONTROL
 HA0037
 HA0037  NGVD 29 (??/??/92)  238.407  (m)          782.17   (f) ADJ UNCH    2 0
 HA0037
 HA0037.Superseded values are not recommended for survey control.
 HA0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0037.See file dsdata.txt to determine how the superseded data were derived.
 HA0037
 HA0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG525783(NAD 83)
 HA0037_MARKER: DR = REFERENCE MARK DISK
 HA0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0037_STAMPING: HARNED NO 2 1950
 HA0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0037+STABILITY: SURFACE MOTION
 HA0037
 HA0037  HISTORY     - Date     Condition        Report By
 HA0037  HISTORY     - 1950     MONUMENTED       CGS
 HA0037  HISTORY     - 1954     GOOD             NGS
 HA0037
 HA0037                          STATION DESCRIPTION
 HA0037
 HA0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HA0037'0.4 MI E FROM HARNED.
 HA0037'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 HA0037'STATE HIGHWAY 65 LEADING SOUTH AT HARNED, 68 FEET NORTH OF CENTER
 HA0037'LINE OF HIGHWAY, 102 FEET NORTHEAST OF RM NO. 1, 96 1/2 FEET
 HA0037'NORTH AND ACROSS HIGHWAY FROM STATION MARK, 2 FEET EAST OF A POWER
 HA0037'POLE, 41 1/2 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF A SMALL
 HA0037'HOUSE WITH RED BRICK SIDING, 70 FEET EAST OF CENTER LINE OF DRIVE
 HA0037'TO HOUSE, ACROSS HIGHWAY AND AT ABOUT RIGHT ANGLE FROM TELEPHONE
 HA0037'POLE NO. 7, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 HA0037'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3024 ***********************************************************************
 GZ3024  DESIGNATION -  HARRODS
 GZ3024  PID         -  GZ3024
 GZ3024  STATE/COUNTY-  KY/MERCER
 GZ3024  USGS QUAD   -  HARRODSBURG (1987)
 GZ3024
 GZ3024                         *CURRENT SURVEY CONTROL
 GZ3024  ___________________________________________________________________
 GZ3024* NAD 83(1993)-  37 45 04.02204(N)    084 47 54.94119(W)     ADJUSTED  
 GZ3024* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 GZ3024  ___________________________________________________________________
 GZ3024  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 GZ3024  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GZ3024
 GZ3024  HORZ ORDER  -  FIRST
 GZ3024
 GZ3024.The horizontal coordinates were established by classical geodetic methods
 GZ3024.and adjusted by the National Geodetic Survey in December 1995..
 GZ3024
 GZ3024.The orthometric height was scaled from a topographic map.
 GZ3024
 GZ3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3024
 GZ3024.The geoid height was determined by GEOID03.
 GZ3024
 GZ3024;                    North         East     Units Scale Factor Converg.
 GZ3024;SPC KY1Z     - 1,157,776.358 1,583,836.663   MT  0.99990732   +0 35 02.9
 GZ3024;SPC KY1Z     - 3,798,471.27  5,196,304.12   sFT  0.99990732   +0 35 02.9
 GZ3024;SPC KY S     -   657,763.046   583,842.106   MT  0.99997182   +0 34 37.2
 GZ3024;SPC KY S     - 2,158,010.93  1,915,488.64   sFT  0.99997182   +0 34 37.2
 GZ3024;SPC KY N     -    28,017.286   451,651.553   MT  1.00003961   -0 20 28.5
 GZ3024;SPC KY N     -    91,920.05  1,481,793.47   sFT  1.00003961   -0 20 28.5
 GZ3024;UTM  16      - 4,180,483.224   693,940.933   MT  1.00006330   +1 20 53.5
 GZ3024
 GZ3024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3024!SPC KY1Z     -   0.99995718  x   0.99990732  =   0.99986451
 GZ3024!SPC KY S     -   0.99995718  x   0.99997182  =   0.99992901
 GZ3024!SPC KY N     -   0.99995718  x   1.00003961  =   0.99999679
 GZ3024!UTM  16      -   0.99995718  x   1.00006330  =   1.00002048
 GZ3024
 GZ3024:                Primary Azimuth Mark                     Grid Az
 GZ3024:SPC KY1Z     -  HARRODS AZ MK                            113 57 08.6
 GZ3024:SPC KY S     -  HARRODS AZ MK                            113 57 34.3
 GZ3024:SPC KY N     -  HARRODS AZ MK                            114 52 40.0
 GZ3024:UTM  16      -  HARRODS AZ MK                            113 11 18.0
 GZ3024
 GZ3024|---------------------------------------------------------------------|
 GZ3024| PID    Reference Object                     Distance      Geod. Az  |
 GZ3024|                                                           dddmmss.s |
 GZ3024| DB9915 HARRODS AZ MK                                      1143211.5 |
 GZ3024| DB9916 HARRODS RM 1                        147.042 METERS 14730     |
 GZ3024| DB9917 HARRODS RM 2                        203.607 METERS 27810     |
 GZ3024|---------------------------------------------------------------------|
 GZ3024
 GZ3024                          SUPERSEDED SURVEY CONTROL
 GZ3024
 GZ3024  NAD 83(1986)-  37 45 04.03094(N)    084 47 54.94698(W) AD(       ) 1
 GZ3024  NAD 27      -  37 45 03.74700(N)    084 47 55.12900(W) AD(       ) 1
 GZ3024
 GZ3024.Superseded values are not recommended for survey control.
 GZ3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3024.See file dsdata.txt to determine how the superseded data were derived.
 GZ3024
 GZ3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG9394180483(NAD 83)
 GZ3024_MARKER: DS = TRIANGULATION STATION DISK
 GZ3024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ3024
 GZ3024  HISTORY     - Date     Condition        Report By
 GZ3024  HISTORY     - 1928     MONUMENTED       CGS
 GZ3024  HISTORY     - 1934     GOOD             KYGS
 GZ3024  HISTORY     - 1935     GOOD             CGS
 GZ3024
 GZ3024                          STATION DESCRIPTION
 GZ3024
 GZ3024'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 GZ3024'ABOUT 2-1/2 MILES E OF HARRODSBURG, 1/4 MILE S OF THE HARRODSBURG AND
 GZ3024'BURGIN GRAVELED ROAD ON LAND OWNED BY M.M. DASSETT AND RENTED BY
 GZ3024'LOUIS TRISLER.
 GZ3024'
 GZ3024'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GZ3024'SET IN CONCRETE.
 GZ3024'
 GZ3024'REFERENCE MARK NO.1 (SE) ON FENCE LINE ON S SIDE OF PASTURE.
 GZ3024'
 GZ3024'REFERENCE MARK NO.2 (W) 6 FEET N OF LARGEST OAK TREE ON FENCE LINE ON
 GZ3024'W SIDE OF PASTURE.
 GZ3024'
 GZ3024'TO REACH FROM HARRODSBURG- GO E ON GRAVELED ROAD ABOUT 2-1/2 TO 3
 GZ3024'MILES TO TRISLERS HOUSE WHICH IS THE FIRST HOUSE ON RIGHT AFTER
 GZ3024'PASSING A LARGE BARN ON RIGHT WITH NEW FENCING GATES AND ROCK
 GZ3024'DRIVEWAY. JUST E OF TRISLERS MAIL BOX, TURN RIGHT ON PRIVATE ROAD
 GZ3024'LEADING S TO A LARGE WHITE HOUSE. STATION IS 1 FOOT UNDERGROUND, ON
 GZ3024'HIGHEST POINT OF PASTURE, W OF THIS HOUSE.
 GZ3024'
 GZ3024'A 90-FOOT TOWER IS REQUIRED.
 GZ3024
 GZ3024                          STATION RECOVERY (1934)
 GZ3024
 GZ3024'RECOVERY NOTE BY KENTUCKY GEODETIC SURVEY 1934
 GZ3024'STATION RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 GZ3024'AND REFERENCE MARK NO.2 ALSO FOUND AND IN GOOD CONDITION.
 GZ3024'ANGLES TURNED SHOWED AN ERROR IN ANGLE BETWEEN REFERENCE MARK NO.2
 GZ3024'AND REFERENCE MARK NO.1 OF 26.6 SEC.
 GZ3024
 GZ3024                          STATION RECOVERY (1935)
 GZ3024
 GZ3024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GZ3024'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 GZ3024'AS DESCRIBED, EXCEPT AS SHOWN BELOW BY MUSSETTER IN 1928. THE STATION
 GZ3024'IS SET ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND, IN THE HIGHEST
 GZ3024'PART OF A HILL IN PASTURE, ABOUT 0.3 MILE W OF A LARGE WHITE HOUSE,
 GZ3024'1/4 MILE S OF THE HARRODSBURG-BURGIN ROAD, ON PROPERTY OWNED BY MR.
 GZ3024'M.M. DASSETT AND RENTED BY MR. LOUIS TRISLER.
 GZ3024'
 GZ3024'REFERENCE MARK NO.1 IS SE OF STATION ALONG S FENCELINE AROUND PASTURE
 GZ3024'AND ABOUT 18 INCHES N OF SAME.
 GZ3024'
 GZ3024'REFERENCE MARK NO.2 IS W OF THE STATION, ALONG W FENCE LINE OF
 GZ3024'PASTURE AND ABOUT 150 FEET S OF HIGHEST POINT ON FENCE LINE.
 GZ3024'
 GZ3024'AZIMUTH MARK (1935), A STANDARD BRONZE DISK SET IN CONCRETE
 GZ3024'IS ESE OF THE STATION, 2 FEET N OF FENCE LINE, 22 FEET W OF
 GZ3024'FENCE CORNER AT TWO GATES, ABOUT 0.1 MILE SW OF LARGE WHITE HOUSE
 GZ3024'MENTIONED ABOVE, AND PROJECTS ABOUT 12 INCHES.
 GZ3024'
 GZ3024'TO REACH FROM HARRODSBURG- GO E ON HIGHWAY 152 FOR 2.7 MILES TO MR.
 GZ3024'TRISLERS HOUSE ON RIGHT AND T-ROAD RIGHT JUST BEYOND AT TOP OF HILL.
 GZ3024'TURN RIGHT THROUGH GATE AND FOLLOW GRAVEL DRIVEWAY BY WAY OF LARGE
 GZ3024'WHITE HOUSE ON HILL TO GATE (0.5 MI) ABOUT 0.1 MILE W OF SAID HOUSE.
 GZ3024'PASS THROUGH GATE AND GO 0.2 MILE THROUGH PASTURE TO HIGHEST POINT IN
 GZ3024'PASTURE AND STATION.
 GZ3024'
 GZ3024'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 GZ3024'
 GZ3024'NOTE- THERE ARE TWO OR THREE NATURAL OBJECTS VISIBLE FROM THE GROUND,
 GZ3024'BUT BECAUSE OF BAD WEATHER IT WAS IMPOSSIBLE FOR THE OBSERVING
 GZ3024'PARTY TO GET DIRECTIONS TO THEM AT THIS TIME. BURDETTE AND
 GZ3024'HARRODSBURG ARE VISIBLE FROM GROUND.
 GZ3024'
 GZ3024'THE ABOVE DISTANCE AND DIRECTION TO REFERENCE MARK NO.1 WERE MEASURED
 GZ3024'IN 1928 AND CHECKED AT THIS TIME. THE DISTANCE AND DIRECTION TO
 GZ3024'REFERENCE MARK NO.2 WERE BOTH REMEASURED AND FOUND TO VARY FROM THE
 GZ3024'ORIGINAL OBSERVATIONS AS SHOWN, THE ORIGINAL DIRECTION BEING 159
 GZ3024'DEG 23 MIN 48.6 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1172 ***********************************************************************
 GZ1172  DESIGNATION -  HARRODSBURG
 GZ1172  PID         -  GZ1172
 GZ1172  STATE/COUNTY-  KY/MERCER
 GZ1172  USGS QUAD   -  HARRODSBURG (1987)
 GZ1172
 GZ1172                         *CURRENT SURVEY CONTROL
 GZ1172  ___________________________________________________________________
 GZ1172* NAD 83(1986)-  37 45 32.     (N)    084 50 37.     (W)     SCALED    
 GZ1172* NAVD 88     -       269.935  (meters)     885.61   (feet)  ADJUSTED  
 GZ1172  ___________________________________________________________________
 GZ1172  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GZ1172  DYNAMIC HT  -         269.728 (meters)     884.93  (feet)  COMP
 GZ1172  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 GZ1172
 GZ1172  VERT ORDER  -  SECOND    CLASS 0
 GZ1172
 GZ1172.The horizontal coordinates were scaled from a topographic map and have
 GZ1172.an estimated accuracy of +/- 6 seconds.
 GZ1172
 GZ1172.The orthometric height was determined by differential leveling
 GZ1172.and adjusted by the National Geodetic Survey in June 1991..
 GZ1172
 GZ1172.The geoid height was determined by GEOID03.
 GZ1172
 GZ1172.The dynamic height is computed by dividing the NAVD 88
 GZ1172.geopotential number by the normal gravity value computed on the
 GZ1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1172.degrees latitude (g = 980.6199 gals.).
 GZ1172
 GZ1172.The modeled gravity was interpolated from observed gravity values.
 GZ1172
 GZ1172;                    North         East    Units  Estimated Accuracy
 GZ1172;SPC KY1Z     - 1,158,600.    1,579,860.      MT  (+/- 180 meters Scaled)
 GZ1172
 GZ1172                          SUPERSEDED SURVEY CONTROL
 GZ1172
 GZ1172  NGVD 29 (??/??/92)  270.090  (m)          886.12   (f) ADJ UNCH    2 0
 GZ1172
 GZ1172.Superseded values are not recommended for survey control.
 GZ1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1172.See file dsdata.txt to determine how the superseded data were derived.
 GZ1172
 GZ1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG899812(NAD 83)
 GZ1172_MARKER: DB = BENCH MARK DISK
 GZ1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1172_STAMPING: 886.124 HARRODSBURG 1935
 GZ1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1172+STABILITY: SURFACE MOTION
 GZ1172
 GZ1172  HISTORY     - Date     Condition        Report By
 GZ1172  HISTORY     - 1935     MONUMENTED       CGS
 GZ1172  HISTORY     - 1981     GOOD             KYDT
 GZ1172
 GZ1172                          STATION DESCRIPTION
 GZ1172
 GZ1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ1172'AT HARRODSBURG.
 GZ1172'AT HARRODSBURG, MERCER COUNTY, 68 FEET SOUTHEAST OF THE CITY WATER
 GZ1172'TANK, 30 FEET WEST OF THE CENTERLINE OF AN ALLEY, NEAR THE MIDDLE
 GZ1172'OF A CHICKEN LOT IN 1950, 32 FEET EAST OF THE WEST FENCE, 27 FEET
 GZ1172'SOUTH OF THE NORTH FENCE, 23 FEET WEST OF THE EAST FENCE, AND 23
 GZ1172'FEET NORTH OF THE SOUTH FENCE.  A STANDARD DISK, STAMPED 886.124
 GZ1172'HARRODSBURG 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1172'1 INCH ABOVE GROUND.
 GZ1172
 GZ1172                          STATION RECOVERY (1981)
 GZ1172
 GZ1172'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2841 ***********************************************************************
 GZ2841  DESIGNATION -  HARRODSBURG
 GZ2841  PID         -  GZ2841
 GZ2841  STATE/COUNTY-  KY/MERCER
 GZ2841  USGS QUAD   -  HARRODSBURG (1987)
 GZ2841
 GZ2841                         *CURRENT SURVEY CONTROL
 GZ2841  ___________________________________________________________________
 GZ2841* NAD 83(1993)-  37 45 20.08900(N)    084 50 47.32441(W)     ADJUSTED  
 GZ2841* NAVD 88     -       269.94   (+/-2cm)     885.6    (feet)  VERTCON   
 GZ2841  ___________________________________________________________________
 GZ2841  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 GZ2841  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GZ2841
 GZ2841  HORZ ORDER  -  SECOND
 GZ2841  VERT ORDER  -  THIRD ? (See Below)
 GZ2841
 GZ2841.The horizontal coordinates were established by classical geodetic methods
 GZ2841.and adjusted by the National Geodetic Survey in December 1995..
 GZ2841
 GZ2841.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2841.The vertical order pertains to the NGVD 29 superseded value.
 GZ2841
 GZ2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2841
 GZ2841.The geoid height was determined by GEOID03.
 GZ2841
 GZ2841;                    North         East     Units Scale Factor Converg.
 GZ2841;SPC KY1Z     - 1,158,229.715 1,579,612.504   MT  0.99990716   +0 33 17.0
 GZ2841;SPC KY1Z     - 3,799,958.66  5,182,445.36   sFT  0.99990716   +0 33 17.0
 GZ2841;SPC KY S     -   658,216.946   579,617.728   MT  0.99997239   +0 32 52.6
 GZ2841;SPC KY S     - 2,159,500.10  1,901,629.16   sFT  0.99997239   +0 32 52.6
 GZ2841;SPC KY N     -    28,538.889   447,434.712   MT  1.00003865   -0 22 15.8
 GZ2841;SPC KY N     -    93,631.34  1,467,958.72   sFT  1.00003865   -0 22 15.8
 GZ2841;UTM  16      - 4,180,880.263   689,710.485   MT  1.00004331   +1 19 08.3
 GZ2841
 GZ2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2841!SPC KY1Z     -   0.99996283  x   0.99990716  =   0.99987000
 GZ2841!SPC KY S     -   0.99996283  x   0.99997239  =   0.99993522
 GZ2841!SPC KY N     -   0.99996283  x   1.00003865  =   1.00000148
 GZ2841!UTM  16      -   0.99996283  x   1.00004331  =   1.00000614
 GZ2841
 GZ2841|---------------------------------------------------------------------|
 GZ2841| PID    Reference Object                     Distance      Geod. Az  |
 GZ2841|                                                           dddmmss.s |
 GZ2841| DB9919 HARRODSBURG RM 1                     28.036 METERS 14102     |
 GZ2841| DB9918 HARRODSBURG AZ MK                                  1743321.5 |
 GZ2841| DB9920 HARRODSBURG RM 2                     29.794 METERS 25539     |
 GZ2841| GZ3023 GRANITE POST CROSS ON TOP 1935       33.351 METERS 31400     |
 GZ2841|---------------------------------------------------------------------|
 GZ2841
 GZ2841                          SUPERSEDED SURVEY CONTROL
 GZ2841
 GZ2841  NAD 83(1986)-  37 45 20.09808(N)    084 50 47.33016(W) AD(       ) 2
 GZ2841  NAD 27      -  37 45 19.81400(N)    084 50 47.50300(W) AD(       ) 2
 GZ2841  NGVD 29 (07/19/86)  270.09   (m)          886.1    (f) LEVELING    3  
 GZ2841
 GZ2841.Superseded values are not recommended for survey control.
 GZ2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2841.See file dsdata.txt to determine how the superseded data were derived.
 GZ2841
 GZ2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG8971080880(NAD 83)
 GZ2841_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GZ2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2841_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GZ2841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2841+STABILITY: SURFACE MOTION
 GZ2841
 GZ2841  HISTORY     - Date     Condition        Report By
 GZ2841  HISTORY     - 1935     MONUMENTED       CGS
 GZ2841  HISTORY     - 1952     SEE DESCRIPTION  CGS
 GZ2841  HISTORY     - 1963     GOOD             CGS
 GZ2841
 GZ2841                          STATION DESCRIPTION
 GZ2841
 GZ2841'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GZ2841'STATION IS IN THE CITY OF HARRODSBURG, AT THE MUNICIPAL STANDPIPE ON
 GZ2841'PROPERTY BELONGING TO THE CITY. IT IS NEAR THE E EDGE OF A GROVE,
 GZ2841'47.91 FEET S OF A 2-INCH BOLT ON THE MOST WESTWARD ANCHOR OF
 GZ2841'STANDPIPE, 22 FEET WSW OF A DOUBLE TRUNK 20-INCH WILD ORANGE TREE,
 GZ2841'63.5 FEET ENE OF A 24-INCH OAK AND 109.4 FEET SE OF A CROSS ON
 GZ2841'GRANITE POST. MARK PROJECTS 5 INCHES.
 GZ2841'
 GZ2841'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GZ2841'DISKS SET IN CONCRETE.
 GZ2841'
 GZ2841'REFERENCE MARK NO.1 IS SE OF STATION, 2-1/2 YARDS W OF CENTER LINE OF
 GZ2841'ALLEY AND 4-1/2 YARDS S OF AN 18-IN CHESTNUT TREE.
 GZ2841'
 GZ2841'REFERENCE MARK NO.2 IS WNW OF THE STATION, 10 YARDS NE OF A 20-INCH
 GZ2841'OAK.
 GZ2841'
 GZ2841'AZIMUTH MARK IS SSE OF THE STATION ALONG THE W SIDE OF N-S WIRE
 GZ2841'FENCE, 2-1/2 YARDS W OF CENTER LINE OF ALLEY, 6-1/2 YARDS ESE OF
 GZ2841'THE SE CORNER OF BARN.
 GZ2841'
 GZ2841'A GRANITE POST 4 BY 6 INCHES WITH A CROSS ON TOP, IS LOCATED 109.4
 GZ2841'FEET NW OF STATION IN OPEN GROUND. MARK PROJECTS ABOUT 4 INCHES.
 GZ2841'
 GZ2841'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 GZ2841
 GZ2841                          STATION RECOVERY (1952)
 GZ2841
 GZ2841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GZ2841'STATION WAS RECOVERED AS DESCRIBED. REFERENCE MARK NO. 1 HAD BEEN
 GZ2841'DISTURBED BY ROAD GRADING AND REFERENCE MARK NO. 2 WAS NOT RECOVERED.
 GZ2841'AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE DESTROYED. NO NEW MARKS
 GZ2841'WERE SET BECAUSE OF BUILDINGS NEAR THE STATION WHICH MADE IT
 GZ2841'IMPOSSIBLE TO OBSERVE ON OLD MARKS.
 GZ2841
 GZ2841                          STATION RECOVERY (1963)
 GZ2841
 GZ2841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 GZ2841'A PROLONGED AND THOROUGH SEARCH WAS MADE FOR THE STATION AND THERE IS
 GZ2841'EVERY REASON TO BELIEVE THAT THE STATION HAS BEEN COMPLETELY
 GZ2841'DESTROYED BY HIGHWAY CONSTRUCTION.  ALL POINTS USED TO REFERENCE
 GZ2841'THE STATION FROM HAVE BEEN DESTROYED AND LOCAL RESIDENTS SAY THAT
 GZ2841'THE HIGHWAY NOW CROSSES THE HILL AT THE SAME SPOT WHERE THE OLD
 GZ2841'STANDPIPE MENTIONED IN THE ORIGINAL DESCRIPTION AND THE 1952
 GZ2841'RECOVERY NOTE WAS LOCATED.  A GRANITE POST WAS FOUND, BUT IT HADE
 GZ2841'ONLY ONE GROOVE IN THE TOP AND NOT A CROSS AS STATED IN THE ORIGINAL
 GZ2841'DESCRIPTION.  IF THIS WAS THE GRANITE POST MENTIONED, THE STATION
 GZ2841'WAS SURELY DESTROYED BY HIGHWAY CONSTRUCTION, AS THERE IS ABOUT AN
 GZ2841'EIGHT FOOT CUT AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1449 ***********************************************************************
 HA1449  DESIGNATION -  HARTFORD
 HA1449  PID         -  HA1449
 HA1449  STATE/COUNTY-  KY/OHIO
 HA1449  USGS QUAD   -  HARTFORD (1973)
 HA1449
 HA1449                         *CURRENT SURVEY CONTROL
 HA1449  ___________________________________________________________________
 HA1449* NAD 83(1993)-  37 27 11.13300(N)    086 54 00.37013(W)     ADJUSTED  
 HA1449* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 HA1449  ___________________________________________________________________
 HA1449  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 HA1449  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HA1449
 HA1449  HORZ ORDER  -  THIRD
 HA1449
 HA1449.The horizontal coordinates were established by classical geodetic methods
 HA1449.and adjusted by the National Geodetic Survey in December 1995..
 HA1449
 HA1449.The orthometric height was scaled from a topographic map.
 HA1449
 HA1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1449
 HA1449.The geoid height was determined by GEOID03.
 HA1449
 HA1449;                    North         East     Units Scale Factor Converg.
 HA1449;SPC KY1Z     - 1,124,901.285 1,398,247.553   MT  0.99993207   -0 42 22.0
 HA1449;SPC KY1Z     - 3,690,613.63  4,587,417.18   sFT  0.99993207   -0 42 22.0
 HA1449;SPC KY S     -   624,884.196   398,245.916   MT  0.99994755   -0 41 51.0
 HA1449;SPC KY S     - 2,050,140.90  1,306,578.48   sFT  0.99994755   -0 41 51.0
 HA1449;UTM  16      - 4,145,142.004   508,835.441   MT  0.99960096   +0 03 38.7
 HA1449
 HA1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1449!SPC KY1Z     -   0.99998302  x   0.99993207  =   0.99991510
 HA1449!SPC KY S     -   0.99998302  x   0.99994755  =   0.99993057
 HA1449!UTM  16      -   0.99998302  x   0.99960096  =   0.99958399
 HA1449
 HA1449:                Primary Azimuth Mark                     Grid Az
 HA1449:SPC KY1Z     -  HARTFORD AZ MK                           012 59 24.5
 HA1449:SPC KY S     -  HARTFORD AZ MK                           012 58 53.5
 HA1449:UTM  16      -  HARTFORD AZ MK                           012 13 23.8
 HA1449
 HA1449|---------------------------------------------------------------------|
 HA1449| PID    Reference Object                     Distance      Geod. Az  |
 HA1449|                                                           dddmmss.s |
 HA1449| CG7983 HARTFORD AZ MK                                     0121702.5 |
 HA1449| CG7984 HARTFORD RM 1                        26.670 METERS 06929     |
 HA1449| CG7985 HARTFORD RM 2                        23.424 METERS 14836     |
 HA1449| HA1448 HARTFORD MUNICIPAL TANK              78.565 METERS 28156     |
 HA1449|---------------------------------------------------------------------|
 HA1449
 HA1449                          SUPERSEDED SURVEY CONTROL
 HA1449
 HA1449  NAD 83(1986)-  37 27 11.14322(N)    086 54 00.37612(W) AD(       ) 3
 HA1449  NAD 27      -  37 27 10.96800(N)    086 54 00.41200(W) AD(       ) 3
 HA1449
 HA1449.Superseded values are not recommended for survey control.
 HA1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1449.See file dsdata.txt to determine how the superseded data were derived.
 HA1449
 HA1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0883545142(NAD 83)
 HA1449_MARKER: DS = TRIANGULATION STATION DISK
 HA1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1449
 HA1449  HISTORY     - Date     Condition        Report By
 HA1449  HISTORY     - 1952     MONUMENTED       CGS
 HA1449
 HA1449                          STATION DESCRIPTION
 HA1449
 HA1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1449'STATION IS LOCATED IN THE NORTHEAST SECTION OF HARTFORD, ABOUT 0.1
 HA1449'MILE SOUTH OF GRIFFIN STREET AND 0.05 MILE EAST OF FREDERICA
 HA1449'STREET, ON A HIGH HILL AT THE REAR OF THE HOME OF MR. FLOYD AULBIN.
 HA1449'IT IS 51 FEET EAST OF THE SOUTHEAST CORNER OF MR. AULBINS
 HA1449'HOUSE, 32 FEET NORTH OF A 36 INCH OSAGE ORANGE TREE, 9 FEET NORTHEAST
 HA1449'OF A WHITE WITNESS POST AND 6 FEET EAST OF A FENCE.  THE MARK IS
 HA1449'FLUSH AND THE DISK IS STAMPED HARTFORD 1952.
 HA1449'
 HA1449'REFERENCE MARK NO. 1 IS 34 FEET SOUTHEAST OF A LONE 8 INCH PEAR TREE
 HA1449'AND 10 FEET NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HA1449'STAMPED HARTFORD NO 1 1952.
 HA1449'
 HA1449'REFERENCE MARK NO. 2 IS 52 FEET SOUTHEAST OF THE OSAGE ORANGE TREE
 HA1449'AND 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HA1449'STAMPED HARTFORD NO 2 1952.
 HA1449'
 HA1449'AZIMUTH MARK IS AT THE WEST EDGE OF A CEMETERY, 24 FEET EAST OF THE
 HA1449'CENTER OF A GRAVEL ROAD AND 3 FEET SOUTH OF A WHITE WITNESS POST.
 HA1449'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED HARTFORD
 HA1449'1952.
 HA1449'
 HA1449'TO REACH THE STATION FROM THE INTERSECTION OF GRIFFIN AND FREDERICA
 HA1449'STREETS IN THE NORTHEAST SECTION OF HARTFORD, GO SOUTH ON
 HA1449'FREDERICA STREET FOR 0.1 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT
 HA1449'AND GO EAST ON DRIVEWAY FOR 0.05 MILE TO REAR OF HOUSE AND
 HA1449'STATION IN BARN LOT AS DESCRIBED.
 HA1449'
 HA1449'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF GRIFFIN AND
 HA1449'FREDERICA STREETS, GO NORTH ON FREDERICA STREET FOR 0.1 MILE TO THE
 HA1449'T INTERSECTION WITH FORDSVILLE ROAD, TURN RIGHT AND GO EAST ON
 HA1449'FORDSVILLE ROAD FOR 0.05 MILE TO A GRAVEL ROAD LEFT, TURN LEFT AND
 HA1449'GO NORTH ON GRAVEL ROAD WHICH RUNS ALONG WEST EDGE OF CEMETERY FOR
 HA1449'0.05 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 HA1449'
 HA1449'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1448 ***********************************************************************
 HA1448  DESIGNATION -  HARTFORD MUNICIPAL TANK
 HA1448  PID         -  HA1448
 HA1448  STATE/COUNTY-  KY/OHIO
 HA1448  USGS QUAD   -  HARTFORD (1973)
 HA1448
 HA1448                         *CURRENT SURVEY CONTROL
 HA1448  ___________________________________________________________________
 HA1448* NAD 83(1993)-  37 27 11.65994(N)    086 54 03.49761(W)     ADJUSTED  
 HA1448* NAVD 88     -                                                        
 HA1448  ___________________________________________________________________
 HA1448  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 HA1448  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HA1448
 HA1448  HORZ ORDER  -  THIRD
 HA1448
 HA1448.The horizontal coordinates were established by classical geodetic methods
 HA1448.and adjusted by the National Geodetic Survey in December 1995..
 HA1448
 HA1448
 HA1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1448
 HA1448.The geoid height was determined by GEOID03.
 HA1448
 HA1448;                    North         East     Units Scale Factor Converg.
 HA1448;SPC KY1Z     - 1,124,918.476 1,398,170.897   MT  0.99993205   -0 42 23.9
 HA1448;SPC KY1Z     - 3,690,670.03  4,587,165.68   sFT  0.99993205   -0 42 23.9
 HA1448;SPC KY S     -   624,901.375   398,169.256   MT  0.99994755   -0 41 52.9
 HA1448;SPC KY S     - 2,050,197.26  1,306,326.97   sFT  0.99994755   -0 41 52.9
 HA1448;UTM  16      - 4,145,158.162   508,758.588   MT  0.99960094   +0 03 36.8
 HA1448
 HA1448                          SUPERSEDED SURVEY CONTROL
 HA1448
 HA1448  NAD 83(1986)-  37 27 11.67053(N)    086 54 03.50421(W) AD(       ) 4
 HA1448  NAD 27      -  37 27 11.49900(N)    086 54 03.52100(W) AD(       ) 3
 HA1448
 HA1448.Superseded values are not recommended for survey control.
 HA1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1448.See file dsdata.txt to determine how the superseded data were derived.
 HA1448
 HA1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0875945158(NAD 83)
 HA1448_MARKER: 51 = TANK
 HA1448
 HA1448  HISTORY     - Date     Condition        Report By
 HA1448  HISTORY     - 1950     FIRST OBSERVED   CGS
 HA1448
 HA1448                          STATION DESCRIPTION
 HA1448
 HA1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1448'STATION IS LOCATED IN HARTFORD ABOUT 3 BLOCKS EAST OF THE COURTHOUSE.
 HA1448'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH AND
 HA1448'PAINTED GREY WITH THE LEGEND HARTFORD IN LARGE BLACK LETTERS ON THE
 HA1448'WEST SIDE OF THE TANK.  THE POINT OBSERVED ON WAS THE SMALL BALL
 HA1448'IN THE CENTER OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3247 ***********************************************************************
 GY3247  DESIGNATION -  HAWES
 GY3247  PID         -  GY3247
 GY3247  STATE/COUNTY-  KY/MAGOFFIN
 GY3247  USGS QUAD   -  TIPTOP (1978)
 GY3247
 GY3247                         *CURRENT SURVEY CONTROL
 GY3247  ___________________________________________________________________
 GY3247* NAD 83(1993)-  37 35 00.93429(N)    083 00 42.42555(W)     ADJUSTED  
 GY3247* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 GY3247  ___________________________________________________________________
 GY3247  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 GY3247  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GY3247
 GY3247  HORZ ORDER  -  SECOND
 GY3247
 GY3247.The horizontal coordinates were established by classical geodetic methods
 GY3247.and adjusted by the National Geodetic Survey in December 1995..
 GY3247
 GY3247.The orthometric height was scaled from a topographic map.
 GY3247
 GY3247.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3247
 GY3247.The geoid height was determined by GEOID03.
 GY3247
 GY3247;                    North         East     Units Scale Factor Converg.
 GY3247;SPC KY1Z     - 1,142,304.790 1,741,803.162   MT  0.99991793   +1 40 52.2
 GY3247;SPC KY1Z     - 3,747,711.63  5,714,565.87   sFT  0.99991793   +1 40 52.2
 GY3247;SPC KY S     -   642,252.535   741,812.932   MT  0.99995485   +1 39 38.2
 GY3247;SPC KY S     - 2,107,123.53  2,433,764.59   sFT  0.99995485   +1 39 38.2
 GY3247;UTM  17      - 4,161,517.923   322,367.172   MT  0.99998867   -1 13 38.4
 GY3247
 GY3247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3247!SPC KY1Z     -   0.99993146  x   0.99991793  =   0.99984939
 GY3247!SPC KY S     -   0.99993146  x   0.99995485  =   0.99988631
 GY3247!UTM  17      -   0.99993146  x   0.99998867  =   0.99992013
 GY3247
 GY3247|---------------------------------------------------------------------|
 GY3247| PID    Reference Object                     Distance      Geod. Az  |
 GY3247|                                                           dddmmss.s |
 GY3247| DB9922 HAWES RM 1                           25.961 METERS 06406     |
 GY3247| GY3210 SIGNAL KNOB LOOKOUT TOWER           APPROX.13.2 KM 1463201.5 |
 GY3247| DB9921 HAWES AZ MK                                        1493017.7 |
 GY3247| DB9923 HAWES RM 2                           22.031 METERS 25745     |
 GY3247|---------------------------------------------------------------------|
 GY3247
 GY3247                          SUPERSEDED SURVEY CONTROL
 GY3247
 GY3247  NAD 83(1986)-  37 35 00.94130(N)    083 00 42.43086(W) AD(       ) 2
 GY3247  NAD 27      -  37 35 00.59800(N)    083 00 42.82200(W) AD(       ) 2
 GY3247
 GY3247.Superseded values are not recommended for survey control.
 GY3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3247.See file dsdata.txt to determine how the superseded data were derived.
 GY3247
 GY3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB2236761518(NAD 83)
 GY3247_MARKER: DS = TRIANGULATION STATION DISK
 GY3247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3247_SP_SET: PREFABRICATED CONCRETE POST
 GY3247
 GY3247  HISTORY     - Date     Condition        Report By
 GY3247  HISTORY     - 1949     MONUMENTED       CGS
 GY3247
 GY3247                          STATION DESCRIPTION
 GY3247
 GY3247'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3247'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF SALYERSVILLE ON
 GY3247'THE HIGHEST POINT OF A WOODED RIDGE AND IS ON PROPERTY OWNED
 GY3247'BY MALCOLM WIREMAN.  IT IS 43 FEET EAST OF A 15 INCH OAK TREE WITH A
 GY3247'TRIANGLE BLAZE, 33 FEET WEST OF A 24 INCH OAK TREE WITH A TRIANGLE
 GY3247'BLAZE, 21 FEET NORTH OF A 30 INCH OAK TREE WITH A TRIANGLE BLAZE AND
 GY3247'7 FEET NORTH OF A WHITE WITNESS POST.  THE DISK IS WELDED TO THE
 GY3247'TOP OF AN IRON PIPE WHICH PROJECTS ABOUT 1 INCH AND IS STAMPED HAWES
 GY3247'1949.
 GY3247'
 GY3247'REFERENCE MARK NO. 1 IS 10 FEET WEST OF A 36 INCH OAK TREE WITH A
 GY3247'SQUARE BLAZE.  THE DISK IS WELDED TO THE TOP OF AN IRON PIPE
 GY3247'WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED HAWES NO. 1 1949.
 GY3247'
 GY3247'REFERENCE MARK NO. 2 IS 35 FEET NORTHWEST OF THE BLAZED 15 INCH OAK
 GY3247'TREE.  THE DISK IS WELDED TO THE TOP OF AN IRON PIPE WHICH
 GY3247'PROJECTS ABOUT 2 INCHES AND IS STAMPED HAWES NO. 2 1949.
 GY3247'
 GY3247'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHEAST OF THE STATION
 GY3247'NEAR THE TOP OF A SMALL ERODED KNOLL.  IT IS ABOUT 250 FEET
 GY3247'NORTHWEST OF AN OLD LOG CABIN AND 5 FEET NORTH OF A WHITE WITNESS
 GY3247'POST.  THE DISK IS WELDED TO THE TOP OF AN IRON PIPE WHICH
 GY3247'PROJECTS ABOUT 2 INCHES AND IS STAMPED HAWES AZI 1949.
 GY3247'
 GY3247'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND STATE
 GY3247'HIGHWAY 7 IN SALYERSVILLE, GO SOUTHEAST ON HIGHWAY 7 FOR 13.9 MILES
 GY3247'TO A CURVE LEFT AND A T ROAD RIGHT, TURN RIGHT AND GO NORTHWEST ON
 GY3247'DIRT ROAD FOR 0.05 MILE TO CREEK, CROSS CREEK, TURN LEFT AND GO
 GY3247'WEST ON DIRT ROAD FOR 0.2 MILE TO THE CREEK, TURN RIGHT AND FOLLOW
 GY3247'CREEK UPSTREAM IN A WESTERLY DIRECTION FOR 1.65 MILE TO A BRANCH
 GY3247'IN CREEK, TAKE LEFT BRANCH AND CONTINUE UPSTREAM FOR 0.9 MILE TO A
 GY3247'HOUSE ON THE RIGHT AND THE END OF TRUCK TRAVEL, FROM THIS POINT
 GY3247'CONTINUE ALONG CREEK AND TRAIL ON SOUTH SIDE OF CREEK FOR ABOUT
 GY3247'0.25 MILE TO A BRANCH IN CREEK AND A LOG CABIN ABOUT 200 FEET WEST OF
 GY3247'CREEK, FOLLOW TRAIL AROUND NORTH SIDE OF CABIN AND ALONG ERODED
 GY3247'POINT OF RIDGE TO THE AZIMUTH MARK AS DESCRIBED, CONTINUE NORTH AND
 GY3247'WEST ON TRAIL ALONG POINT OF RIDGE FOR ABOUT 0.3 MILE TO TOP OF
 GY3247'RIDGE, TURN RIGHT AND FOLLOW TRAIL ALONG TOP OF RIDGE IN A NORTHERLY
 GY3247'DIRECTION FOR ABOUT 0.25 MILE TO HIGHEST POINT AND STATION AS
 GY3247'DESCRIBED.  THIS IS ABOUT A 45 MINUTE PACK.
 GY3247'
 GY3247'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1739 ***********************************************************************
 HA1739  CBN         -  This is a Cooperative Base Network Control Station.
 HA1739  PACS        -  This is a Primary Airport Control Station.
 HA1739  DESIGNATION -  HAWESPORT
 HA1739  PID         -  HA1739
 HA1739  STATE/COUNTY-  KY/HANCOCK
 HA1739  USGS QUAD   -  TELL CITY (1980)
 HA1739
 HA1739                         *CURRENT SURVEY CONTROL
 HA1739  ___________________________________________________________________
 HA1739* NAD 83(1993)-  37 56 46.26781(N)    086 47 37.06313(W)     ADJUSTED  
 HA1739* NAVD 88     -       120.67   (meters)     395.9    (feet)  GPS OBS   
 HA1739  ___________________________________________________________________
 HA1739  X           -     281,686.001 (meters)                     COMP
 HA1739  Y           -  -5,028,290.764 (meters)                     COMP
 HA1739  Z           -   3,900,789.938 (meters)                     COMP
 HA1739  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 HA1739  ELLIP HEIGHT-          88.85  (meters)          (11/03/04) GPS OBS
 HA1739  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HA1739
 HA1739  HORZ ORDER  -  B
 HA1739  ELLP ORDER  -  THIRD     CLASS I
 HA1739
 HA1739.This mark is at Hancock Airfield Airport (6M5)
 HA1739
 HA1739.The horizontal coordinates were established by GPS observations
 HA1739.and adjusted by the National Geodetic Survey in January 1997..
 HA1739
 HA1739.The orthometric height was determined by GPS observations and a
 HA1739.high-resolution geoid model.
 HA1739
 HA1739.GPS derived orthometric heights for airport stations designated as
 HA1739.PACS or SACS are published to 2 decimal places.  This maintains
 HA1739.centimeter relative accuracy between the PACS and SACS.  It does
 HA1739.not indicate centimeter accuracy relative to other marks which are
 HA1739.part of the NAVD 88 network.
 HA1739
 HA1739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1739
 HA1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1739
 HA1739.The ellipsoidal height was determined by GPS observations
 HA1739.and is referenced to NAD 83.
 HA1739
 HA1739.The geoid height was determined by GEOID03.
 HA1739
 HA1739;                    North         East     Units Scale Factor Converg.
 HA1739;SPC KY1Z     - 1,179,511.156 1,408,279.148   MT  0.99990568   -0 38 26.7
 HA1739;SPC KY1Z     - 3,869,779.52  4,620,329.17   sFT  0.99990568   -0 38 26.7
 HA1739;SPC KY S     -   679,498.567   408,270.232   MT  1.00000237   -0 37 58.5
 HA1739;SPC KY S     - 2,229,321.55  1,339,466.59   sFT  1.00000237   -0 37 58.5
 HA1739;SPC IN W     -   299,560.619   925,463.237   MT  0.99997465   +0 10 41.3
 HA1739;SPC IN W     -   982,808.46  3,036,290.64   sFT  0.99997465   +0 10 41.3
 HA1739;UTM  16      - 4,199,864.297   518,132.095   MT  0.99960405   +0 07 36.8
 HA1739
 HA1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1739!SPC KY1Z     -   0.99998606  x   0.99990568  =   0.99989174
 HA1739!SPC KY S     -   0.99998606  x   1.00000237  =   0.99998843
 HA1739!SPC IN W     -   0.99998606  x   0.99997465  =   0.99996071
 HA1739!UTM  16      -   0.99998606  x   0.99960405  =   0.99959011
 HA1739
 HA1739:                Primary Azimuth Mark                     Grid Az
 HA1739:SPC KY1Z     -  HAWESPORT AZ MK                          153 57 44.9
 HA1739:SPC KY S     -  HAWESPORT AZ MK                          153 57 16.7
 HA1739:SPC IN W     -  HAWESPORT AZ MK                          153 08 36.9
 HA1739:UTM  16      -  HAWESPORT AZ MK                          153 11 41.4
 HA1739
 HA1739|---------------------------------------------------------------------|
 HA1739| PID    Reference Object                     Distance      Geod. Az  |
 HA1739|                                                           dddmmss.s |
 HA1739| HA1740 HAWESPORT AZ MK                     APPROX. 1.2 KM 1531918.2 |
 HA1739|---------------------------------------------------------------------|
 HA1739
 HA1739                          SUPERSEDED SURVEY CONTROL
 HA1739
 HA1739  ELLIP H (01/09/97)   88.85   (m)                       GP(       ) 4 1
 HA1739  NAD 83(1993)-  37 56 46.27056(N)    086 47 37.06170(W) AD(       ) 3
 HA1739  ELLIP H (12/20/95)   88.78   (m)                       GP(       ) 4 1
 HA1739  NAD 83(1986)-  37 56 46.27764(N)    086 47 37.06535(W) AD(       ) 3
 HA1739  NGVD 29 (11/06/89)  120.7    (m)          396.     (f) GPS OBS        
 HA1739
 HA1739.Superseded values are not recommended for survey control.
 HA1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1739.See file dsdata.txt to determine how the superseded data were derived.
 HA1739
 HA1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG1813299864(NAD 83)
 HA1739_MARKER: I = METAL ROD
 HA1739_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HA1739+WITH SETTING: INFORMATION.
 HA1739_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HA1739_STAMPING: HAWESPORT 1989
 HA1739_MARK LOGO: NGS   
 HA1739_PROJECTION: FLUSH
 HA1739_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1739+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2003
 HA1739_ROD/PIPE-DEPTH: 3.00 meters
 HA1739
 HA1739  HISTORY     - Date     Condition        Report By
 HA1739  HISTORY     - 1989     MONUMENTED       NGS
 HA1739  HISTORY     - 19951130 GOOD             LOWE
 HA1739  HISTORY     - 19960804 GOOD             NGS
 HA1739  HISTORY     - 20030109 GOOD             WOOLPT
 HA1739
 HA1739                          STATION DESCRIPTION
 HA1739
 HA1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HA1739'THE STATION IS ABOUT 6.4 KM (4.00 MI) NORTHWEST OF HAWESVILLE,
 HA1739'KENTUCKY, 2.4 KM (1.50 MI) SOUTHWEST OF TELL CITY, INDIANA AND AT THE
 HA1739'HANCOCK FIELD AIRPORT ON THE GROUNDS OF THE NATIONAL SOUTHWIRE
 HA1739'ALUMINUM COMPANY.  OWNERSHIP--HANCOCK COUNTY AVIATION, INC., BOX 160,
 HA1739'HAWESVILLE, KY 42348, PHONE 502-927-6611.  AIRPORT MANAGER IS LEROY
 HA1739'LAMAR.
 HA1739'TO REACH THE STATION FROM THE COURTHOUSE IN HAWESVILLE, DRIVE
 HA1739'NORTHWEST FOR 6.97 KM (4.35 MI) ON STATE ROAD 334 TO THE PAVED
 HA1739'ENTRANCE TO THE AIRPORT RIGHT.  TURN RIGHT PASSING THROUGH A GATE AND
 HA1739'DRIVE NORTH TO THE JUNCTION OF THE RAMP AND RUNWAY AND STATION RIGHT.
 HA1739'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 HA1739'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 HA1739'PIPE AND SURROUNDED BY A 5-INCH PVC PIPE WITH A LOG CAP
 HA1739'STAMPED---HAWESPORT 1989---, SURROUNDED BY CONCRETE FLUSH TO THE
 HA1739'GROUND.  LOCATED 21.4 M (70.2 FT) EAST OF A WOODEN RUNWAY INFORMATION
 HA1739'SIGN, 20.6 M (67.6 FT) WEST OF THE CENTER OF THE RUNWAY, 13.7 M
 HA1739'(44.9 FT) SOUTHEAST OF THE CENTER OF THE RUNWAY, 10.2 M (33.5 FT)
 HA1739'NORTHEAST OF A PARTIALLY OBSTRUCTED DRAIN, 8.5 M (27.9 FT) EAST
 HA1739'SOUTHEAST OF A RUNWAY-TAXIWAY LIGHT COMBINATION, 3.4 M (11.2 FT)
 HA1739'SOUTHWEST FROM A FIBERGLASS WITNESS POST AND 3.3 M (10.8 FT) SOUTH OF
 HA1739'TAXIWAY LIGHT IN THE SOUTHERN BEND OF TAXIWAY-RUNWAY JUNCTION.
 HA1739'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1739'DESCRIBED BY M.J. WELLSLAGER AND M.L. MCCREADY.
 HA1739
 HA1739                          STATION RECOVERY (1995)
 HA1739
 HA1739'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HA1739'RECOVERED AS DESCRIBED.  THIS STATION IS A PRIMARY AIRPORT CONTROL
 HA1739'STATION.
 HA1739
 HA1739                          STATION RECOVERY (1996)
 HA1739
 HA1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 HA1739'RECOVERY NOTE BY NGS 1996.  RECOVERED AS DESCRIBED WITH THE FOLLOWING
 HA1739'CHANGES.  STATION IS LOCATED 13.7 M (44.9 FT) SOUTH-SOUTHEAST OF THE
 HA1739'TAXIWAY CENTER, 10.2 M (33.5 FT) NORTHEAST OF THE SOUTHEAST END OF A
 HA1739'12 INCH CMP CULVERT UNDER THE TAXIWAY.
 HA1739
 HA1739                          STATION RECOVERY (2003)
 HA1739
 HA1739'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HA1739'RECOVERED IN GOOD CONDITION WITH THESE UPDATES...
 HA1739' 
 HA1739'AIRPORT ON PROPERTY NOW OWNED BY CENTURY ALUMINUM, PHONE NUMBER
 HA1739'270-927-6921.
 HA1739' 
 HA1739'TO REACH THE STATION FROM THE COURTHOUSE IN HAWESVILLE KY, DRIVE NW
 HA1739'3.45 MILES TO  INTERSECTION OF SR 271, GO 0.2 MILE E ON SR 271 TO
 HA1739'CENTURY ALUMINUM ENTRANCE ON N SIDE OF  ROAD, TAKE ENTRANCE ROAD TO
 HA1739'METAL BUILDING AND AIRPORT DRIVEWAY, GO WEST ON DRIVEWAY  AROUND
 HA1739'BUILDING TO RUNWAY, GO 0.6 MILES NW ON RUNWAY TO STATION ON LEFT.
 HA1739' 
 HA1739'STATION IS LOCATED 125.2 FT W OF CORNER OF CHAINLINK FENCE, 67.6 FT SW
 HA1739'OF CL OF RUNWAY, 44.9  FT SE OF CL TAXIWAY, 33.5 FT NE OF A PARTIALLY
 HA1739'OBSTRUCTED CORROGATED PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1740 ***********************************************************************
 HA1740  SACS        -  This is a Secondary Airport Control Station.
 HA1740  DESIGNATION -  HAWESPORT AZ MK
 HA1740  PID         -  HA1740
 HA1740  STATE/COUNTY-  KY/HANCOCK
 HA1740  USGS QUAD   -  TELL CITY (1980)
 HA1740
 HA1740                         *CURRENT SURVEY CONTROL
 HA1740  ___________________________________________________________________
 HA1740* NAD 83(1993)-  37 56 12.70906(N)    086 47 15.77246(W)     ADJUSTED  
 HA1740* NAVD 88     -       122.05   (meters)     400.4    (feet)  GPS OBS   
 HA1740  ___________________________________________________________________
 HA1740  X           -     282,240.731 (meters)                     COMP
 HA1740  Y           -  -5,028,897.949 (meters)                     COMP
 HA1740  Z           -   3,899,974.789 (meters)                     COMP
 HA1740  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 HA1740  ELLIP HEIGHT-          90.24  (meters)          (01/09/97) GPS OBS
 HA1740  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HA1740
 HA1740  HORZ ORDER  -  FIRST
 HA1740  ELLP ORDER  -  FOURTH    CLASS I
 HA1740
 HA1740.This mark is at Hancock Airfield Airport (6M5)
 HA1740
 HA1740.The horizontal coordinates were established by GPS observations
 HA1740.and adjusted by the National Geodetic Survey in January 1997..
 HA1740
 HA1740.The orthometric height was determined by GPS observations and a
 HA1740.high-resolution geoid model.
 HA1740
 HA1740.GPS derived orthometric heights for airport stations designated as
 HA1740.PACS or SACS are published to 2 decimal places.  This maintains
 HA1740.centimeter relative accuracy between the PACS and SACS.  It does
 HA1740.not indicate centimeter accuracy relative to other marks which are
 HA1740.part of the NAVD 88 network.
 HA1740
 HA1740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1740
 HA1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1740
 HA1740.The ellipsoidal height was determined by GPS observations
 HA1740.and is referenced to NAD 83.
 HA1740
 HA1740.The geoid height was determined by GEOID03.
 HA1740
 HA1740;                    North         East     Units Scale Factor Converg.
 HA1740;SPC KY1Z     - 1,178,470.837 1,408,787.389   MT  0.99990550   -0 38 13.6
 HA1740;SPC KY1Z     - 3,866,366.40  4,621,996.63   sFT  0.99990550   -0 38 13.6
 HA1740;SPC KY S     -   678,458.217   408,778.664   MT  1.00000065   -0 37 45.6
 HA1740;SPC KY S     - 2,225,908.33  1,341,134.67   sFT  1.00000065   -0 37 45.6
 HA1740;SPC IN W     -   298,527.598   925,986.330   MT  0.99997498   +0 10 54.3
 HA1740;SPC IN W     -   979,419.29  3,038,006.82   sFT  0.99997498   +0 10 54.3
 HA1740;UTM  16      - 4,198,831.192   518,654.072   MT  0.99960429   +0 07 49.8
 HA1740
 HA1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1740!SPC KY1Z     -   0.99998584  x   0.99990550  =   0.99989134
 HA1740!SPC KY S     -   0.99998584  x   1.00000065  =   0.99998649
 HA1740!SPC IN W     -   0.99998584  x   0.99997498  =   0.99996082
 HA1740!UTM  16      -   0.99998584  x   0.99960429  =   0.99959014
 HA1740
 HA1740:                Primary Azimuth Mark                     Grid Az
 HA1740:SPC KY1Z     -  HAWESPORT                                333 57 44.9
 HA1740:SPC KY S     -  HAWESPORT                                333 57 16.9
 HA1740:SPC IN W     -  HAWESPORT                                333 08 37.0
 HA1740:UTM  16      -  HAWESPORT                                333 11 41.5
 HA1740
 HA1740|---------------------------------------------------------------------|
 HA1740| PID    Reference Object                     Distance      Geod. Az  |
 HA1740|                                                           dddmmss.s |
 HA1740| HA1739 HAWESPORT                           APPROX. 1.2 KM 3331931.3 |
 HA1740|---------------------------------------------------------------------|
 HA1740
 HA1740                          SUPERSEDED SURVEY CONTROL
 HA1740
 HA1740  NAD 83(1993)-  37 56 12.71209(N)    086 47 15.77063(W) AD(       ) 3
 HA1740  ELLIP H (12/20/95)   90.18   (m)                       GP(       ) 4 1
 HA1740  NAD 83(1986)-  37 56 12.71916(N)    086 47 15.77428(W) AD(       ) 3
 HA1740  NGVD 29 (11/06/89)  122.1    (m)          401.     (f) GPS OBS        
 HA1740
 HA1740.Superseded values are not recommended for survey control.
 HA1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1740.See file dsdata.txt to determine how the superseded data were derived.
 HA1740
 HA1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG1865498831(NAD 83)
 HA1740_MARKER: I = METAL ROD
 HA1740_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1740_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HA1740_STAMPING: HAWESPORT AZ MK 1989
 HA1740_MARK LOGO: NGS   
 HA1740_PROJECTION: FLUSH
 HA1740_MAGNETIC: I = MARKER IS A STEEL ROD
 HA1740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1740+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1996
 HA1740_ROD/PIPE-DEPTH: 3.0  meters
 HA1740
 HA1740  HISTORY     - Date     Condition        Report By
 HA1740  HISTORY     - 1989     MONUMENTED       NGS
 HA1740  HISTORY     - 19951130 GOOD             LOWE
 HA1740  HISTORY     - 19960804 GOOD             NGS
 HA1740
 HA1740                          STATION DESCRIPTION
 HA1740
 HA1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HA1740'THE STATION IS ABOUT 6.4 KM (4.00 MI) NORTHWEST OF HAWESVILLE,
 HA1740'KENTUCKY, 2.4 KM (1.50 MI) SOUTHWEST OF TELL CITY, INDIANA, AT THE
 HA1740'HANCOCK FIELD AIRPORT AND ON THE GROUNDS OF THE NATIONAL SOUTHWIRE
 HA1740'ALUMINUM COMPANY.  OWNERSHIP--HANCOCK COUNTY AVIATION, INC., BOX 160,
 HA1740'HAWESVILLE, KY 42348, PHONE 502-927-6611.  AIRPORT MANAGER IS LEROY
 HA1740'LAMAR.
 HA1740'TO REACH THE STATION FROM THE COURTHOUSE IN HAWESVILLE, DRIVE
 HA1740'NORTHWEST FOR 6.97 KM (4.35 MI) ON STATE ROAD 334 TO THE PAVED
 HA1740'ENTRANCE TO THE AIRPORT RIGHT.  TURN RIGHT, PASSING THROUGH A GATE,
 HA1740'DRIVE NORTH TO THE JUNCTION OF RAMP AND RUNWAY.  TURN RIGHT AND GO
 HA1740'SOUTHEAST ALONG THE RUNWAY FOR 1.15 KM (0.70 MI) TO THE END OF RUNWAY
 HA1740'AND THE STATION ON THE RIGHT.
 HA1740'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 HA1740'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 HA1740'PIPE AND SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP
 HA1740'STAMPED---HAWESPORT AZ MK 1989---, SURROUNDED BY CONCRETE FLUSH WITH
 HA1740'THE GROUND.  LOCATED 16.1 M (52.8 FT) SOUTHWEST OF THE CENTER OF
 HA1740'RUNWAY, 8.1 M (26.6 FT) NORTH-NORTHEAST FROM A FIBERGLASS WITNESS
 HA1740'POST, 7.7 M (25.3 FT) NORTHWEST OF THE OUTBOARD THRESHOLD LIGHT ON THE
 HA1740'WEST SIDE OF THE RUNWAY AND 5.0 M (16.4 FT) SOUTHWEST OF THE EDGE OF
 HA1740'RUNWAY 33.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 HA1740'CAP.
 HA1740'DESCRIBED BY M.J. WELLSLAGER AND M.L. MCCREADY.
 HA1740
 HA1740                          STATION RECOVERY (1995)
 HA1740
 HA1740'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HA1740'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 HA1740'STATION.
 HA1740
 HA1740                          STATION RECOVERY (1996)
 HA1740
 HA1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 HA1740'RECOVERY NOTE BY NGS 1996.  RECOVERED AS DESCRIBED WITH THE FOLLOWING
 HA1740'CHANGES.  STATION IS LOCATED 24.9 FT (7.6 M) NORTH-NORTHWEST FROM AN
 HA1740'ORANGE FIBERGLASS WITNESS POST AT THE INBOARD THRESHOLD LIGHT, 34.0 FT
 HA1740'(10.4 M) NORTH OF THE OUTBOARD THRESHOLD LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2943 ***********************************************************************
 GZ2943  DESIGNATION -  HAWK
 GZ2943  PID         -  GZ2943
 GZ2943  STATE/COUNTY-  KY/LAUREL
 GZ2943  USGS QUAD   -  BERNSTADT (1969)
 GZ2943
 GZ2943                         *CURRENT SURVEY CONTROL
 GZ2943  ___________________________________________________________________
 GZ2943* NAD 83(1993)-  37 09 44.83576(N)    084 14 23.96690(W)     ADJUSTED  
 GZ2943* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 GZ2943  ___________________________________________________________________
 GZ2943  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 GZ2943  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GZ2943
 GZ2943  HORZ ORDER  -  THIRD
 GZ2943
 GZ2943.The horizontal coordinates were established by classical geodetic methods
 GZ2943.and adjusted by the National Geodetic Survey in December 1995..
 GZ2943
 GZ2943.The orthometric height was scaled from a topographic map.
 GZ2943
 GZ2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2943
 GZ2943.The geoid height was determined by GEOID03.
 GZ2943
 GZ2943;                    North         East     Units Scale Factor Converg.
 GZ2943;SPC KY1Z     - 1,093,104.767 1,634,113.688   MT  0.99998201   +0 55 37.5
 GZ2943;SPC KY1Z     - 3,586,294.56  5,361,254.66   sFT  0.99998201   +0 55 37.5
 GZ2943;SPC KY S     -   593,082.309   634,109.520   MT  0.99994987   +0 54 56.7
 GZ2943;SPC KY S     - 1,945,804.21  2,080,407.65   sFT  0.99994987   +0 54 56.7
 GZ2943;UTM  16      - 4,116,461.557   745,077.165   MT  1.00033996   +1 40 05.1
 GZ2943
 GZ2943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2943!SPC KY1Z     -   0.99994118  x   0.99998201  =   0.99992319
 GZ2943!SPC KY S     -   0.99994118  x   0.99994987  =   0.99989105
 GZ2943!UTM  16      -   0.99994118  x   1.00033996  =   1.00028112
 GZ2943
 GZ2943|---------------------------------------------------------------------|
 GZ2943| PID    Reference Object                     Distance      Geod. Az  |
 GZ2943|                                                           dddmmss.s |
 GZ2943| DB9925 HAWK RM 1                            16.292 METERS 05914     |
 GZ2943| DB9926 HAWK RM 2                            17.994 METERS 17143     |
 GZ2943| DB9924 HAWK AZ MK                                         2503624.2 |
 GZ2943| GZ2947 INDIAN TRAIL                        APPROX. 2.9 KM 2654948.0 |
 GZ2943|---------------------------------------------------------------------|
 GZ2943
 GZ2943                          SUPERSEDED SURVEY CONTROL
 GZ2943
 GZ2943  NAD 83(1986)-  37 09 44.84330(N)    084 14 23.97232(W) AD(       ) 3
 GZ2943  NAD 27      -  37 09 44.54000(N)    084 14 24.21300(W) AD(       ) 3
 GZ2943
 GZ2943.Superseded values are not recommended for survey control.
 GZ2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2943.See file dsdata.txt to determine how the superseded data were derived.
 GZ2943
 GZ2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4507716462(NAD 83)
 GZ2943_MARKER: DS = TRIANGULATION STATION DISK
 GZ2943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2943
 GZ2943  HISTORY     - Date     Condition        Report By
 GZ2943  HISTORY     - 1950     MONUMENTED       CGS
 GZ2943  HISTORY     - 1977     GOOD             NGS
 GZ2943
 GZ2943                          STATION DESCRIPTION
 GZ2943
 GZ2943'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2943'STATION IS LOCATED ABOUT 21 MILES NORTHEAST OF SOMERSET AND ABOUT 8
 GZ2943'1/2 MILES NORTHWEST OF LONDON. IT IS ABOUT 150 FEET SOUTH OF
 GZ2943'THE CENTER OF STATE HIGHWAY NO. 80, 17 FEET NORTH OF THE CENTER OF
 GZ2943'WOODS ROAD, 6 FEET EAST OF A WHITE WITNESS POST AND 4 FEET
 GZ2943'SOUTHEAST OF A 6 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTHEAST
 GZ2943'SIDE. THE MARK IS FLUSH AND THE DISK IS STAMPED HAWK 1950.
 GZ2943'
 GZ2943'REFERENCE MARK NO. 1 IS 13 FEET SOUTH OF THE CENTER OF WOODS ROAD AND
 GZ2943'5 FEET NORTHEAST OF A 14 INCH OAK TREE. THE MARK IS FLUSH AND
 GZ2943'THE DISK IS STAMPED HAWK NO 1 1950.
 GZ2943'
 GZ2943'REFERENCE MARK NO. 2 IS 11 FEET NORTHWEST OF THE CENTER OF WOODS
 GZ2943'ROAD. THE MARK IS FLUSH AND THE DISK IS STAMPED HAWK NO 2
 GZ2943'1950.
 GZ2943'
 GZ2943'AZIMUTH MARK IS 26 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 80
 GZ2943'AND 3 FEET NORTH OF A WHITE WITNESS POST. THE MARK IS FLUSH
 GZ2943'AND THE DISK IS STAMPED HAWK 1950.
 GZ2943'
 GZ2943'TO REACH THE STATION FROM THE LAUREL COUNTY COURTHOUSE IN LONDON, GO
 GZ2943'NORTH ON U.S. HIGHWAY NO. 25 AND STATE HIGHWAY NO. 80
 GZ2943'FOR 1.45 MILES TO THE JUNCTION OF THESE TWO HIGHWAYS, TURN LEFT ON
 GZ2943'STATE HIGHWAY NO. 80 AND GO 8.2 MILES TO A WOODS ROAD LEFT,
 GZ2943'TURN LEFT ON WOODS ROAD AND GO 0.1 MILE TO THE STATION ON THE RIGHT.
 GZ2943'
 GZ2943'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON WOODS
 GZ2943'ROAD FOR 0.1 MILE TO THE HIGHWAY, TURN LEFT ON HIGHWAY AND GO
 GZ2943'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GZ2943'
 GZ2943'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GZ2943
 GZ2943                          STATION RECOVERY (1977)
 GZ2943
 GZ2943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GZ2943'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AFTER A
 GZ2943'LONG SEARCH.  THE AZIMUTH MARK WAS NOT FOUND AND POSSIBLY COULD HAVE
 GZ2943'BEEN DESTROYED BY ROAD WORK.  THE DIRECTION BETWEEN THE REFERENCE
 GZ2943'MARKS CHECKED AS DID THE DISTANCE TO REFERENCE MARK 2.  THE
 GZ2943'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY 0.10 OF A
 GZ2943'FOOT.  A NEW DESCRIPTION FOLLOWS--
 GZ2943'
 GZ2943'THE STATION MARK IS 29 FEET NORTHEAST OF A 12 INCH PINE TREE, 6 FEET
 GZ2943'SOUTHEAST OF A 14 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTHEAST
 GZ2943'SIDE, 16 FEET NORTH OF THE CENTERLINE OF A WOODS ROAD,
 GZ2943'ABOUT 150 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 80 AND 1 FOOT
 GZ2943'EAST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 GZ2943'STAMPED HAWK 1950.
 GZ2943'
 GZ2943'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25 AND STATE
 GZ2943'HIGHWAY 80 AT THE NORTH EDGE OF LONDON, GO WESTERLY ON HIGHWAY 80
 GZ2943'FOR 8.2 MILES TO A WOODS ROAD LEFT AND A NEW FRAME HOUSE.  TURN LEFT
 GZ2943'ON THE WOODS ROAD PASSING ALONG THE WEST SIDE OF THE HOUSE AND GO
 GZ2943'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 GZ2943'
 GZ2943'REFERENCE MARK 1 IS 8 FEET SOUTHWEST OF A 14 INCH TREE AND 13 FEET
 GZ2943'SOUTH OF THE CENTERLINE OF THE ROAD.  THE MONUMENT IS FLUSH AND THE
 GZ2943'DISK IS STAMPED HAWK NO 1 1950.
 GZ2943'
 GZ2943'REFERENCE MARK 2 IS 10 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 GZ2943'15 FEET NORTHEAST OF A 14 INCH OAK TREE AND 30 FEET SOUTHWEST OF A
 GZ2943'12 INCH PINE TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GZ2943'HAWK NO 2 1950.
 GZ2943'
 GZ2943'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8-1/2 MILES
 GZ2943'NORTHWEST OF LONDON.
 GZ2943'
 GZ2943'HEIGHT OF LIGHT ABOVE STATION MARK IS 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2478 ***********************************************************************
 GB2478  DESIGNATION -  HAYWOOD
 GB2478  PID         -  GB2478
 GB2478  STATE/COUNTY-  KY/BARREN
 GB2478  USGS QUAD   -  GLASGOW SOUTH (1979)
 GB2478
 GB2478                         *CURRENT SURVEY CONTROL
 GB2478  ___________________________________________________________________
 GB2478* NAD 83(1993)-  36 56 43.04512(N)    085 58 41.75868(W)     ADJUSTED  
 GB2478* NAVD 88     -       232.98   (+/-2cm)     764.4    (feet)  VERTCON   
 GB2478  ___________________________________________________________________
 GB2478  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 GB2478  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GB2478
 GB2478  HORZ ORDER  -  THIRD
 GB2478  VERT ORDER  -  THIRD ? (See Below)
 GB2478
 GB2478.The horizontal coordinates were established by classical geodetic methods
 GB2478.and adjusted by the National Geodetic Survey in December 1995..
 GB2478
 GB2478.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2478.The vertical order pertains to the NGVD 29 superseded value.
 GB2478
 GB2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2478
 GB2478.The geoid height was determined by GEOID03.
 GB2478
 GB2478;                    North         East     Units Scale Factor Converg.
 GB2478;SPC KY1Z     - 1,067,943.822 1,479,666.377   MT  1.00003589   -0 08 24.5
 GB2478;SPC KY1Z     - 3,503,745.69  4,854,538.77   sFT  1.00003589   -0 08 24.5
 GB2478;SPC KY S     -   567,935.546   479,667.751   MT  0.99996829   -0 08 18.4
 GB2478;SPC KY S     - 1,863,301.87  1,573,709.95   sFT  0.99996829   -0 08 18.4
 GB2478;UTM  16      - 4,089,290.862   590,976.289   MT  0.99970196   +0 36 51.0
 GB2478
 GB2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2478!SPC KY1Z     -   0.99996825  x   1.00003589  =   1.00000413
 GB2478!SPC KY S     -   0.99996825  x   0.99996829  =   0.99993654
 GB2478!UTM  16      -   0.99996825  x   0.99970196  =   0.99967021
 GB2478
 GB2478|---------------------------------------------------------------------|
 GB2478| PID    Reference Object                     Distance      Geod. Az  |
 GB2478|                                                           dddmmss.s |
 GB2478| CG6023 HAYWOOD RM 1                         27.424 METERS 21146     |
 GB2478| CG6022 HAYWOOD AZ MK                                      2193441.1 |
 GB2478| GC2067 SMITH                               APPROX. 8.2 KM 2714314.0 |
 GB2478| CG6025 HAYWOOD RM 3                         27.585 METERS 32122     |
 GB2478| CG6024 HAYWOOD RM 2                         27.447 METERS 32131     |
 GB2478|---------------------------------------------------------------------|
 GB2478
 GB2478                          SUPERSEDED SURVEY CONTROL
 GB2478
 GB2478  NAD 83(1986)-  36 56 43.05493(N)    085 58 41.76520(W) AD(       ) 3
 GB2478  NAD 27      -  36 56 42.88000(N)    085 58 41.83500(W) AD(       ) 3
 GB2478  NGVD 29 (07/19/86)  233.11   (m)          764.8    (f) LEVELING    3  
 GB2478
 GB2478.Superseded values are not recommended for survey control.
 GB2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2478.See file dsdata.txt to determine how the superseded data were derived.
 GB2478
 GB2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9097689291(NAD 83)
 GB2478_MARKER: DS = TRIANGULATION STATION DISK
 GB2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2478_STAMPING: HAYWOOD 1950
 GB2478_MARK LOGO: CGS   
 GB2478
 GB2478  HISTORY     - Date     Condition        Report By
 GB2478  HISTORY     - 1950     MONUMENTED       CGS
 GB2478  HISTORY     - 1968     GOOD             CGS
 GB2478
 GB2478                          STATION DESCRIPTION
 GB2478
 GB2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2478'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF GLASGOW IN THE VILLAGE
 GB2478'OF HAYWOOD.  IT IS 117 FEET SOUTHEAST OF THE SOUTHEAST OF THE
 GB2478'HAYWOOD SCHOOL BUILDING, 109 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 GB2478'NO. 31E, 23 FEET SOUTH OF AN 20 INCH BIRCH TREE, 17 FEET SOUTHEAST
 GB2478'OF AN 16 INCH HICKORY TREE AND 5 FEET WEST OF A WHITE WITNESS POST.
 GB2478'THE MARK IS FLUSH AND THE DISK IS STAMPED---HAYWOOD 1950.
 GB2478'
 GB2478'REFERENCE MARK NO. 1 IS 112 FEET SOUTH OF THE SOUTHEAST CORNER OF
 GB2478'SCHOOL AND 51 FEET NORTH OF THE CENTER OF HIGHWAY.  THE MARK IS
 GB2478'FLUSH AND THE DISK IS STAMPED---HAYWOOD NO 1 1950.
 GB2478'
 GB2478'REFERENCE MARK NO. 2 IS 84 FEET EAST OF THE SOUTHEAST CORNER OF
 GB2478'SCHOOL, 81 FEET SOUTHEAST OF THE NORTHEAST CORNER OF SCHOOL AND
 GB2478'25 FEET SOUTH OF AN 24 INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK
 GB2478'IS STAMPED---HAYWOOD NO 2 1950.
 GB2478'
 GB2478'AZIMUTH MARK IS 26 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY NO.
 GB2478'31E, 1 FOOT EAST OF A FENCE CORNER AND 1 FOOT NORTHEAST OF A
 GB2478'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 GB2478'STAMPED---HAYWOOD 1950.
 GB2478'
 GB2478'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE BARREN COUNTY
 GB2478'COURT HOUSE SQUARE IN GLASGOW, GO SOUTHWEST ON U.S. HIGHWAY NO. 31E
 GB2478'FOR 5.6 MILES TO THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR
 GB2478'0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GB2478'
 GB2478'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GB2478
 GB2478                          STATION RECOVERY (1968)
 GB2478
 GB2478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GB2478'THE STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GB2478'RECOVERED AND FOUND IN GOOD CONDITION.  THE CONCRETE MONUMENT FOR
 GB2478'REFERENCE MARK NO. 2 WAS FOUND BADLY TILTED AND WITH THE DISK
 GB2478'BROKEN OUT.  AS THE MONUMENT WAS FIRM IN THE GROUND, THE TOP WAS
 GB2478'SQUARED OFF AND A NEW R. M. DISK WAS CEMENTED IN A DRILL HOLE IN THE
 GB2478'TOP OF THE OLD MONUMENT.
 GB2478'
 GB2478'THE USGS REPORT ON PERMANENT SURVEY MARK THAT THIS STATION AND MARKS
 GB2478'WERE NOT FOUND AND/OR DESTROYED SHOULD BE DISREGARDED.
 GB2478'
 GB2478'THE OLD HAYWOOD SCHOOL MENTIONED IN THE ORIGINAL DESCRIPTION WAS
 GB2478'RAZED SEVERAL YEARS AGO AND THE SITE IS NOW OCCUPIED BY THE HOME AND
 GB2478'YARD OF MRS. WARNER COOKSEY.  DUE TO THE FOLIAGE OF TWO LARGE TREES
 GB2478'OBSTRUCTING THE LINE OF SIGHT BETWEEN THE STATION AND THE AZIMUTH
 GB2478'MARK, IT COULD NOT BE DETERMINED FOR SURE RATHER THE AZIMUTH MARK
 GB2478'WILL STILL SEE, OR RATHER IT MAY BARELY BE OBSTRUCTED BY THE
 GB2478'CORNER OF THE COOKSEY HOME.  IN SETTING THE PLATE OFF OF REFERENCE
 GB2478'MARK NO.  1 1950 THE LINE BARELY GRAZED PAST THE CORNER OF THE
 GB2478'HOUSE.
 GB2478'
 GB2478'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GB2478'
 GB2478'THE STATION IS LOCATED IN THE LAWN OF MRS. WARNER COOKSEY ABOUT 6
 GB2478'MILES SOUTHWEST OF GLASGOW AND IN THE SMALL COMMUNITY OF HAYWOOD.
 GB2478'
 GB2478'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE BARREN COUNTY
 GB2478'COURTHOUSE IN GLASGOW, GO SOUTHWESTERLY ON U. S. HIGHWAY 31E (THIS
 GB2478'IS S. GREEN STREET) FOR 1.4 MILES TO THE JUNCTION OF U. S. HIGHWAY
 GB2478'31E BYPASS.  HERE BEAR LEFT AND CONTINUE SOUTHWESTERLY ON U. S.
 GB2478'HIGHWAY 31E FOR 2.8 MILES TO STATE ROUTE 252 (OLD U. S.
 GB2478'HIGHWAY 31E) ON THE RIGHT.  HERE BEAR SLIGHT RIGHT ON STATE ROUTE
 GB2478'252 AND CONTINUE SOUTHWESTERLY FOR 0.9 MILE TO THE HOME OF
 GB2478'MRS. WARNER COOKSEY ON THE RIGHT AND THE STATION AS
 GB2478'DESCRIBED.
 GB2478'
 GB2478'THE STATION IS 109 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 GB2478'STATE ROUTE 252, 22 FEET SOUTH OF A 20-INCH BLACK GUM TREE, 22 FEET
 GB2478'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY,
 GB2478'13.3 FEET SOUTHEAST OF THE NORTHWEST CORNER OF A CONCRETE PORCH
 GB2478'DECK, 10.3 FEET NORTH OF THE NORTHEAST CORNER OF THE CONCRETE PORCH
 GB2478'DECK, AND 6.1 FEET EAST-NORTHEAST OF THE NORTHEAST EDGE OF THE
 GB2478'PORCH DECK.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GB2478'SQUARE, CONCRETE MONUMENT ABOUT 6 INCHES BELOW THE SURFACE OF THE
 GB2478'LAWN AND THE DISK IS STAMPED---HAYWOOD 1950.
 GB2478'
 GB2478'REFERENCE MARK NO. 1 IS LOCATED IN THE FRONT LAWN AREA, 51 FEET
 GB2478'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 252, 45
 GB2478'FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE COOKSEY
 GB2478'HOME, 37 FEET EAST OF A 24-INCH BEECH TREE, 34 FEET WEST OF A
 GB2478'36-INCH BLACK OAK TREE, AND 28 FEET NORTH-NORTHWEST OF A 16-INCH
 GB2478'SHAGBARK HICKORY TREE.  IT IS A STANDARD DISK SET IN THE TOP OF
 GB2478'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2478'STAMPED---HAYWOOD NO 1 1950.
 GB2478'
 GB2478'REFERENCE MARK NO. 3 IS LOCATED IN THE BACK LAWN AREA, 48 FEET
 GB2478'NORTHEAST OF A 36-INCH BEECH TREE, 48 FEET EAST-SOUTHEAST OF A
 GB2478'24-INCH BEECH TREE, 25 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 GB2478'A FRAME GARAGE, AND 23 FEET SOUTH OF A 24-INCH BLACK MAPLE TREE.  IT
 GB2478'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 GB2478'MONUMENT FOR OLD REFERENCE MARK NO. 2 WHICH WAS A 10-INCH, SQUARE
 GB2478'CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SURFACE OF THE LAWN AND THE
 GB2478'DISK IS STAMPED---HAYWOOD 1950 NO 3 1968.
 GB2478'
 GB2478'DUE TO THE COOKSEY HOME NOW BEING ON LINE BETWEEN THE REFERENCE
 GB2478'MARKS, THEY COULD NOT BE MEASURED BETWEEN.
 GB2478'
 GB2478'THE AZIMUTH MARK IS LOCATED ALONG THE SOUTHEAST RIGHT-OF-WAY OF OLD
 GB2478'U. S. HIGHWAY 31E ABOUT 0.35 OF A MILE SOUTHWEST OF THE STATION.
 GB2478'IT IS ACROSS THE HIGHWAY EAST OF A LARGE WHITE FARM HOUSE, 26 FEET
 GB2478'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF HIGHWAY, 11 FEET
 GB2478'WEST-NORTHWEST OF A GUYED TELEPHONE POLE, 1.5 FEET NORTH OF A
 GB2478'SOUTHWEST FENCE CORNER POST, 1.2 FEET NORTH OF A METAL WITNESS
 GB2478'POST AND SIGN, AND DIRECTLY UNDER A NORTH-SOUTH WOVEN WIRE FENCE.
 GB2478'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GB2478'CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS
 GB2478'STAMPED---HAYWOOD 1950.
 GB2478'
 GB2478'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWESTERLY ON
 GB2478'STATE ROUTE 252 FOR 0.2 OF A MILE TO WHERE STATE ROUTE 252 TURNS
 GB2478'RIGHT.  HERE CONTINUE STRAIGHT AHEAD ON AN OILED ROAD (OLD U. S.
 GB2478'HIGHWAY 31E) FOR 0.15 OF A MILE TO THE MARK ON THE LEFT AS
 GB2478'DESCRIBED.
 GB2478'
 GB2478'NO WITNESS POST WERE SET AT THE STATION OR AT THE REFERENCE MARKS
 GB2478'BECAUSE OF THE LOCATION IN A WELL LANDSCAPED LAWN AREA.
 GB2478'
 GB2478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 GB2478'SOUTHWEST OF GLASGOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3278 ***********************************************************************
 GY3278  DESIGNATION -  HAZARD
 GY3278  PID         -  GY3278
 GY3278  STATE/COUNTY-  KY/PERRY
 GY3278  USGS QUAD   -  HAZARD SOUTH (1992)
 GY3278
 GY3278                         *CURRENT SURVEY CONTROL
 GY3278  ___________________________________________________________________
 GY3278* NAD 83(1993)-  37 14 55.90021(N)    083 11 51.91560(W)     ADJUSTED  
 GY3278* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 GY3278  ___________________________________________________________________
 GY3278  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 GY3278  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY3278
 GY3278  HORZ ORDER  -  THIRD
 GY3278
 GY3278.The horizontal coordinates were established by classical geodetic methods
 GY3278.and adjusted by the National Geodetic Survey in December 1995..
 GY3278
 GY3278.The orthometric height was scaled from a topographic map.
 GY3278
 GY3278.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3278
 GY3278.The geoid height was determined by GEOID03.
 GY3278
 GY3278;                    North         East     Units Scale Factor Converg.
 GY3278;SPC KY1Z     - 1,104,705.117 1,726,400.862   MT  0.99996451   +1 34 01.1
 GY3278;SPC KY1Z     - 3,624,353.37  5,664,033.49   sFT  0.99996451   +1 34 01.1
 GY3278;SPC KY S     -   604,657.841   726,397.472   MT  0.99994650   +1 32 52.2
 GY3278;SPC KY S     - 1,983,781.60  2,383,189.04   sFT  0.99994650   +1 32 52.2
 GY3278;UTM  17      - 4,124,743.336   305,078.706   MT  1.00006805   -1 19 50.4
 GY3278
 GY3278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3278!SPC KY1Z     -   0.99996335  x   0.99996451  =   0.99992786
 GY3278!SPC KY S     -   0.99996335  x   0.99994650  =   0.99990985
 GY3278!UTM  17      -   0.99996335  x   1.00006805  =   1.00003139
 GY3278
 GY3278:                Primary Azimuth Mark                     Grid Az
 GY3278:SPC KY1Z     -  HAZARD HUB 1950                          011 39 08.6
 GY3278:SPC KY S     -  HAZARD HUB 1950                          011 40 17.5
 GY3278:UTM  17      -  HAZARD HUB 1950                          014 33 00.1
 GY3278
 GY3278|---------------------------------------------------------------------|
 GY3278| PID    Reference Object                     Distance      Geod. Az  |
 GY3278|                                                           dddmmss.s |
 GY3278| GY3261 HAZARD HUB 1950                     480.024 METERS 0131309.7 |
 GY3278| GY3264 DANIELS                             APPROX. 1.6 KM 0491352.3 |
 GY3278| GY3277 HAZARD PERRY CO CTHSE DOME          217.991 METERS 09458     |
 GY3278| DB9933 HAZARD RM 2                          10.020 METERS 18733     |
 GY3278| GY1972 HAZARD RM 1                           8.188 METERS 35311     |
 GY3278|---------------------------------------------------------------------|
 GY3278
 GY3278                          SUPERSEDED SURVEY CONTROL
 GY3278
 GY3278  NAD 83(1993)-  37 14 55.90847(N)    083 11 51.92087(W) AD(       ) 3
 GY3278  NAD 83(1986)-  37 14 55.90810(N)    083 11 51.92116(W) AD(       ) 3
 GY3278  NAD 27      -  37 14 55.56500(N)    083 11 52.29400(W) AD(       ) 3
 GY3278
 GY3278.Superseded values are not recommended for survey control.
 GY3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3278.See file dsdata.txt to determine how the superseded data were derived.
 GY3278
 GY3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB0507924743(NAD 83)
 GY3278_MARKER: DS = TRIANGULATION STATION DISK
 GY3278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3278_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GY3278
 GY3278  HISTORY     - Date     Condition        Report By
 GY3278  HISTORY     - 1950     MONUMENTED       CGS
 GY3278
 GY3278                          STATION DESCRIPTION
 GY3278
 GY3278'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3278'STATION IS LOCATED IN HAZARD ON THE WEST SIDE OF THE L AND N RAILROAD
 GY3278'AND ABOUT 0.2 MILE NORTHWEST OF THE RAILROAD STATION.  IT IS 82
 GY3278'FEET NORTHWEST OF TELEPHONE POLE NO.ESS 3859, 5 FEET WEST OF THE WEST
 GY3278'RAIL AND 5 FEET EAST OF THE STONE WALL.  THE MARK IS ABOUT 2 FEET
 GY3278'UNDERGROUND AND THE DISK IS STAMPED HAZARD 1950.
 GY3278'
 GY3278'REFERENCE MARK NO. 1 IS IN THE FACE OF THE STONE WALL AND IS 8 FEET
 GY3278'WEST OF THE WEST RAIL.  THE DISK IS SET FLUSH IN A DRILL HOLE IN
 GY3278'THE WALL AND STAMPED HAZARD NO 1 1950.
 GY3278'
 GY3278'REFERENCE MARK NO. 2 IS IN A SMALL LEDGE OF THE ROCK ABOUT 5 FEET
 GY3278'ABOVE THE GROUND.  IT IS 11 FEET WEST OF THE WEST RAIL.  THE
 GY3278'DISK IS SET FLUSH IN A DRILL HOLE IN THE LEDGE AND IS STAMPED HAZARD
 GY3278'NO 2 1950.
 GY3278'
 GY3278'TO REACH THE STATION FROM THE INTERSECTION OF THE L AND N RAILROAD
 GY3278'TRACKS AND THE FOOT BRIDGE OVER THE KENTUCKY RIVER, WHICH IS NEAR
 GY3278'STATE HIGHWAY 15 AND STATE HIGHWAY 15 BY-PASS IN THE NORTH END OF
 GY3278'HAZARD, FOLLOW THE MOST EASTERLY RAIL SOUTH TO WHERE THE RAIL
 GY3278'CURVES LEFT, CONTINUE ON THE TANGENT OF THE RAIL TO THE STONE BANK ON
 GY3278'THE WEST SIDE OF THE TRACKS TO THE STATION AS DESCRIBED.
 GY3278'
 GY3278'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3261 ***********************************************************************
 GY3261  DESIGNATION -  HAZARD HUB 1950
 GY3261  PID         -  GY3261
 GY3261  STATE/COUNTY-  KY/PERRY
 GY3261  USGS QUAD   -  HAZARD NORTH (1992)
 GY3261
 GY3261                         *CURRENT SURVEY CONTROL
 GY3261  ___________________________________________________________________
 GY3261* NAD 83(1993)-  37 15 11.05842(N)    083 11 47.46116(W)     ADJUSTED  
 GY3261* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 GY3261  ___________________________________________________________________
 GY3261  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 GY3261  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY3261
 GY3261  HORZ ORDER  -  THIRD
 GY3261
 GY3261.The horizontal coordinates were established by classical geodetic methods
 GY3261.and adjusted by the National Geodetic Survey in December 1995..
 GY3261
 GY3261.The orthometric height was scaled from a topographic map.
 GY3261
 GY3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3261
 GY3261.The geoid height was determined by GEOID03.
 GY3261
 GY3261;                    North         East     Units Scale Factor Converg.
 GY3261;SPC KY1Z     - 1,105,175.232 1,726,497.811   MT  0.99996371   +1 34 03.9
 GY3261;SPC KY1Z     - 3,625,895.74  5,664,351.57   sFT  0.99996371   +1 34 03.9
 GY3261;SPC KY S     -   605,127.915   726,494.576   MT  0.99994640   +1 32 54.9
 GY3261;SPC KY S     - 1,985,323.83  2,383,507.62   sFT  0.99994640   +1 32 54.9
 GY3261;UTM  17      - 4,125,207.997   305,199.309   MT  1.00006747   -1 19 48.2
 GY3261
 GY3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3261!SPC KY1Z     -   0.99996382  x   0.99996371  =   0.99992753
 GY3261!SPC KY S     -   0.99996382  x   0.99994640  =   0.99991022
 GY3261!UTM  17      -   0.99996382  x   1.00006747  =   1.00003129
 GY3261
 GY3261:                Primary Azimuth Mark                     Grid Az
 GY3261:SPC KY1Z     -  DANIELS                                  061 01 13.4
 GY3261:SPC KY S     -  DANIELS                                  061 02 22.4
 GY3261:UTM  17      -  DANIELS                                  063 55 05.5
 GY3261
 GY3261|---------------------------------------------------------------------|
 GY3261| PID    Reference Object                     Distance      Geod. Az  |
 GY3261|                                                           dddmmss.s |
 GY3261| GY3264 DANIELS                             APPROX. 1.2 KM 0623517.3 |
 GY3261| GY3278 HAZARD                              480.024 METERS 1931312.4 |
 GY3261|---------------------------------------------------------------------|
 GY3261
 GY3261                          SUPERSEDED SURVEY CONTROL
 GY3261
 GY3261  NAD 83(1993)-  37 15 11.06668(N)    083 11 47.46643(W) AD(       ) 3
 GY3261  NAD 83(1986)-  37 15 11.06623(N)    083 11 47.46675(W) AD(       ) 3
 GY3261  NAD 27      -  37 15 10.72400(N)    083 11 47.84000(W) AD(       ) 3
 GY3261
 GY3261.Superseded values are not recommended for survey control.
 GY3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3261.See file dsdata.txt to determine how the superseded data were derived.
 GY3261
 GY3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB0519925208(NAD 83)
 GY3261
 GY3261  HISTORY     - Date     Condition        Report By
 GY3261  HISTORY     - 1950     MONUMENTED       CGS
 GY3261
 GY3261                          STATION DESCRIPTION
 GY3261
 GY3261'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY3261'TO REACH THE STATION FROM THE INTERSECTION OF THE L AND N RAILROAD
 GY3261'TRACKS AND THE FOOT BRIDGE OVER THE KENTUCKY RIVER, WHICH IS NEAR
 GY3261'STATE HIGHWAY 15 AND STATE HIGHWAY 15 BY-PASS IN THE NORTH END OF
 GY3261'HAZARD, FOLLOW THE MOST EASTERLY RAIL SOUTH TO WHERE THE RAIL
 GY3261'CURVES LEFT, CONTINUE ON THE TANGENT OF THE RAIL TO THE STONE BANK ON
 GY3261'THE WEST SIDE OF THE TRACKS TO STATION HAZARD, AND THEN
 GY3261'GO NORTH 480.022 METERS TO STATION HAZARD HUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3277 ***********************************************************************
 GY3277  DESIGNATION -  HAZARD PERRY CO CTHSE DOME
 GY3277  PID         -  GY3277
 GY3277  STATE/COUNTY-  KY/PERRY
 GY3277  USGS QUAD   -  HAZARD SOUTH (1992)
 GY3277
 GY3277                         *CURRENT SURVEY CONTROL
 GY3277  ___________________________________________________________________
 GY3277* NAD 83(1993)-  37 14 55.28725(N)    083 11 43.10354(W)     ADJUSTED  
 GY3277* NAVD 88     -                                                        
 GY3277  ___________________________________________________________________
 GY3277  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 GY3277  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY3277
 GY3277  HORZ ORDER  -  THIRD
 GY3277
 GY3277.The horizontal coordinates were established by classical geodetic methods
 GY3277.and adjusted by the National Geodetic Survey in December 1995..
 GY3277
 GY3277
 GY3277.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3277
 GY3277.The geoid height was determined by GEOID03.
 GY3277
 GY3277;                    North         East     Units Scale Factor Converg.
 GY3277;SPC KY1Z     - 1,104,692.170 1,726,618.460   MT  0.99996454   +1 34 06.5
 GY3277;SPC KY1Z     - 3,624,310.89  5,664,747.40   sFT  0.99996454   +1 34 06.5
 GY3277;SPC KY S     -   604,644.821   726,615.062   MT  0.99994651   +1 32 57.6
 GY3277;SPC KY S     - 1,983,738.88  2,383,902.92   sFT  0.99994651   +1 32 57.6
 GY3277;UTM  17      - 4,124,719.403   305,295.394   MT  1.00006701   -1 19 45.1
 GY3277
 GY3277                          SUPERSEDED SURVEY CONTROL
 GY3277
 GY3277  NAD 83(1993)-  37 14 55.29552(N)    083 11 43.10882(W) AD(       ) 4
 GY3277  NAD 83(1986)-  37 14 55.29526(N)    083 11 43.10907(W) AD(       ) 4
 GY3277  NAD 27      -  37 14 54.95000(N)    083 11 43.48000(W) AD(       ) 3
 GY3277
 GY3277.Superseded values are not recommended for survey control.
 GY3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3277.See file dsdata.txt to determine how the superseded data were derived.
 GY3277
 GY3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB0529524719(NAD 83)
 GY3277_MARKER: 87 = DOME
 GY3277
 GY3277  HISTORY     - Date     Condition        Report By
 GY3277  HISTORY     - 1950     FIRST OBSERVED   CGS
 GY3277
 GY3277                          STATION DESCRIPTION
 GY3277
 GY3277'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3277'STATION IS LOCATED IN THE PUBLIC SQUARE IN DOWNTOWN HAZARD.  IT IS A
 GY3277'2 STORY BRICK BUILDING WITH A GLASS ENCLOSED CUPOLA IN THE CENTER OF
 GY3277'THE ROOF WITH A SMALL WHITE DOME ON TOP.  THE POINT OBSERVED ON WAS
 GY3277'THE CENTER OF THE TOP OF THE DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1972 ***********************************************************************
 GY1972  DESIGNATION -  HAZARD RM 1
 GY1972  PID         -  GY1972
 GY1972  STATE/COUNTY-  KY/PERRY
 GY1972  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1972
 GY1972                         *CURRENT SURVEY CONTROL
 GY1972  ___________________________________________________________________
 GY1972* NAD 83(1986)-  37 14 55.     (N)    083 11 52.     (W)     SCALED    
 GY1972* NAVD 88     -       264.750  (meters)     868.60   (feet)  ADJUSTED  
 GY1972  ___________________________________________________________________
 GY1972  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY1972  DYNAMIC HT  -         264.541 (meters)     867.91  (feet)  COMP
 GY1972  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 GY1972
 GY1972  VERT ORDER  -  FIRST     CLASS I
 GY1972
 GY1972.The horizontal coordinates were scaled from a topographic map and have
 GY1972.an estimated accuracy of +/- 6 seconds.
 GY1972
 GY1972.The orthometric height was determined by differential leveling
 GY1972.and adjusted by the National Geodetic Survey in June 1991..
 GY1972
 GY1972.The geoid height was determined by GEOID03.
 GY1972
 GY1972.The dynamic height is computed by dividing the NAVD 88
 GY1972.geopotential number by the normal gravity value computed on the
 GY1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1972.degrees latitude (g = 980.6199 gals.).
 GY1972
 GY1972.The modeled gravity was interpolated from observed gravity values.
 GY1972
 GY1972;                    North         East    Units  Estimated Accuracy
 GY1972;SPC KY1Z     - 1,104,680.    1,726,400.      MT  (+/- 180 meters Scaled)
 GY1972
 GY1972                          SUPERSEDED SURVEY CONTROL
 GY1972
 GY1972  NGVD 29 (??/??/92)  264.920  (m)          869.16   (f) ADJ UNCH    1 1
 GY1972
 GY1972.Superseded values are not recommended for survey control.
 GY1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1972.See file dsdata.txt to determine how the superseded data were derived.
 GY1972
 GY1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB050247(NAD 83)
 GY1972_MARKER: DR = REFERENCE MARK DISK
 GY1972_SETTING: 66 = SET IN ROCK OUTCROP
 GY1972_SP_SET: ROCK CLIFF
 GY1972_STAMPING: HAZARD NO 1 1950
 GY1972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1972+STABILITY: POSITION/ELEVATION WELL
 GY1972
 GY1972  HISTORY     - Date     Condition        Report By
 GY1972  HISTORY     - 1950     MONUMENTED       CGS
 GY1972  HISTORY     - 1967     GOOD             NGS
 GY1972  HISTORY     - 19940610 MARK NOT FOUND   KYDT
 GY1972
 GY1972                          STATION DESCRIPTION
 GY1972
 GY1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1972'0.3 MI NW FROM HAZARD.
 GY1972'ABOUT 0.3 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY1972'RAILROAD FROM THE STATION AT HAZARD, 7 FEET WEST OF THE WEST
 GY1972'RAIL OF THE TRACK, SET VERTICALLY IN THE EAST FACE OF A ROCK
 GY1972'CLIFF, 14 INCHES ABOVE THE LEVEL OF THE GROUND, 108 FEET NORTHWEST
 GY1972'AND ACROSS THE TRACK FROM TELEPHONE POLE NUMBER 3859 WHICH BEARS
 GY1972'LINES THAT CROSS THE NORTH FORK KENTUCKY RIVER, 62 YARDS SOUTH
 GY1972'OF BENCH MARK W 380, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 GY1972'TRACK.
 GY1972
 GY1972                          STATION RECOVERY (1994)
 GY1972
 GY1972'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3256 ***********************************************************************
 GY3256  DESIGNATION -  HAZEL GREEN
 GY3256  PID         -  GY3256
 GY3256  STATE/COUNTY-  KY/WOLFE
 GY3256  USGS QUAD   -  HAZEL GREEN (1992)
 GY3256
 GY3256                         *CURRENT SURVEY CONTROL
 GY3256  ___________________________________________________________________
 GY3256* NAD 83(1993)-  37 47 45.84468(N)    083 27 23.04233(W)     ADJUSTED  
 GY3256* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 GY3256  ___________________________________________________________________
 GY3256  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 GY3256  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GY3256
 GY3256  HORZ ORDER  -  THIRD
 GY3256
 GY3256.The horizontal coordinates were established by classical geodetic methods
 GY3256.and adjusted by the National Geodetic Survey in December 1995..
 GY3256
 GY3256.The orthometric height was scaled from a topographic map.
 GY3256
 GY3256.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3256
 GY3256.The geoid height was determined by GEOID03.
 GY3256
 GY3256;                    North         East     Units Scale Factor Converg.
 GY3256;SPC KY1Z     - 1,164,819.782 1,701,969.723   MT  0.99990592   +1 24 29.4
 GY3256;SPC KY1Z     - 3,821,579.57  5,583,879.00   sFT  0.99990592   +1 24 29.4
 GY3256;SPC KY S     -   664,781.869   701,984.741   MT  0.99997783   +1 23 27.5
 GY3256;SPC KY S     - 2,181,038.52  2,303,094.94   sFT  0.99997783   +1 23 27.5
 GY3256;SPC KY N     -    33,163.783   569,897.612   MT  1.00003020   +0 29 37.2
 GY3256;SPC KY N     -   108,804.84  1,869,739.08   sFT  1.00003020   +0 29 37.2
 GY3256;UTM  17      - 4,186,031.003   283,722.086   MT  1.00017617   -1 30 21.6
 GY3256
 GY3256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3256!SPC KY1Z     -   0.99994452  x   0.99990592  =   0.99985044
 GY3256!SPC KY S     -   0.99994452  x   0.99997783  =   0.99992235
 GY3256!SPC KY N     -   0.99994452  x   1.00003020  =   0.99997471
 GY3256!UTM  17      -   0.99994452  x   1.00017617  =   1.00012068
 GY3256
 GY3256|---------------------------------------------------------------------|
 GY3256| PID    Reference Object                     Distance      Geod. Az  |
 GY3256|                                                           dddmmss.s |
 GY3256| DB9934 HAZEL GREEN RM 1                     22.150 METERS 05207     |
 GY3256| GY3253 PAXTON                              APPROX.12.3 KM 1624458.8 |
 GY3256| DB9935 HAZEL GREEN RM 2                     24.121 METERS 17036     |
 GY3256|---------------------------------------------------------------------|
 GY3256
 GY3256                          SUPERSEDED SURVEY CONTROL
 GY3256
 GY3256  NAD 83(1986)-  37 47 45.85102(N)    083 27 23.04850(W) AD(       ) 3
 GY3256  NAD 27      -  37 47 45.54500(N)    083 27 23.39600(W) AD(       ) 3
 GY3256
 GY3256.Superseded values are not recommended for survey control.
 GY3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3256.See file dsdata.txt to determine how the superseded data were derived.
 GY3256
 GY3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB8372286031(NAD 83)
 GY3256_MARKER: DS = TRIANGULATION STATION DISK
 GY3256_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3256_SP_SET: PREFABRICATED CONCRETE POST
 GY3256
 GY3256  HISTORY     - Date     Condition        Report By
 GY3256  HISTORY     - 1949     MONUMENTED       CGS
 GY3256
 GY3256                          STATION DESCRIPTION
 GY3256
 GY3256'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3256'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF GRASSY CREEK AND 2
 GY3256'MILES WEST OF HAZEL GREEN ON TOP OF A HIGH KNOLL WHICH IS THE
 GY3256'PROPERTY OF TAYLOR BREWER.  IT IS 10 FEET EAST OF A TWIN HICKORY WITH
 GY3256'A TRIANGLE BLAZE ON THE EAST SIDE OF EAST TREE AND 6 FEET EAST OF A
 GY3256'WHITE WITNESS POST.  THE DISK IS WELDED TO THE TOP OF A 4-INCH IRON
 GY3256'PIPE WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED HAZEL GREEN 1949.
 GY3256'
 GY3256'REFERENCE MARK NO. 1 IS 10 FEET SOUTH OF A 24-INCH OAK TREE.  THE
 GY3256'DISK IS WELDED TO THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS ABOUT
 GY3256'6 INCHES AND IS STAMPED HAZEL GREEN NO. 1 1949.
 GY3256'
 GY3256'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A 6-INCH MAPLE TREE.  THE
 GY3256'DISK IS WELDED TO THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS ABOUT
 GY3256'2 INCHES AND IS STAMPED HAZEL GREEN NO. 2 1949.
 GY3256'
 GY3256'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3256'
 GY3256'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 191 AND 203 IN
 GY3256'HAZEL GREEN, GO SOUTH ON HIGHWAY 191 FOR 3.5 MILES TO A DIRT T ROAD
 GY3256'RIGHT, ABOUT 200 FEET NORTH OF A SMALL STORE ON RIGHT, TURN RIGHT AND
 GY3256'GO WEST FOR 0.05 MILE TO A FORK IN ROAD, TURN RIGHT AND FOLLOW MAIN
 GY3256'DIRT ROAD FOR 0.4 MILE TO ANOTHER FORK IN ROAD, TURN RIGHT AND FOLLOW
 GY3256'MAIN DIRT ROAD FOR 1.85 MILES TO TAYLOR BREWERS HOUSE ON RIGHT
 GY3256'AND A BARN ON LEFT, AND END OF TRUCK TRAVEL.  FROM HERE PACK UP
 GY3256'SLED TRAIL TO THE NORTH TO THE TOP OF A LOW RIDGE, TURN LEFT
 GY3256'FOLLOWING SLED TRAIL TO THE TOP OF HILL AND STATION AS
 GY3256'DESCRIBED.  THIS IS ABOUT 1/4 MILE - 15 MINUTE PACK.
 GY3256'
 GY3256'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0340 ***********************************************************************
 HA0340  DESIGNATION -  HB 3
 HA0340  PID         -  HA0340
 HA0340  STATE/COUNTY-  KY/OHIO
 HA0340  USGS QUAD   -  ROSINE (1971)
 HA0340
 HA0340                         *CURRENT SURVEY CONTROL
 HA0340  ___________________________________________________________________
 HA0340* NAD 83(1986)-  37 29 26.     (N)    086 40 36.     (W)     SCALED    
 HA0340* NAVD 88     -       130.252  (meters)     427.34   (feet)  ADJUSTED  
 HA0340  ___________________________________________________________________
 HA0340  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HA0340  DYNAMIC HT  -         130.156 (meters)     427.02  (feet)  COMP
 HA0340  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 HA0340
 HA0340  VERT ORDER  -  SECOND    CLASS 0
 HA0340
 HA0340.The horizontal coordinates were scaled from a topographic map and have
 HA0340.an estimated accuracy of +/- 6 seconds.
 HA0340
 HA0340.The orthometric height was determined by differential leveling
 HA0340.and adjusted by the National Geodetic Survey in June 1991..
 HA0340
 HA0340.The geoid height was determined by GEOID03.
 HA0340
 HA0340.The dynamic height is computed by dividing the NAVD 88
 HA0340.geopotential number by the normal gravity value computed on the
 HA0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0340.degrees latitude (g = 980.6199 gals.).
 HA0340
 HA0340.The modeled gravity was interpolated from observed gravity values.
 HA0340
 HA0340;                    North         East    Units  Estimated Accuracy
 HA0340;SPC KY1Z     - 1,128,840.    1,418,060.      MT  (+/- 180 meters Scaled)
 HA0340
 HA0340                          SUPERSEDED SURVEY CONTROL
 HA0340
 HA0340  NGVD 29 (??/??/92)  130.361  (m)          427.69   (f) ADJ UNCH    2 0
 HA0340
 HA0340.Superseded values are not recommended for survey control.
 HA0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0340.See file dsdata.txt to determine how the superseded data were derived.
 HA0340
 HA0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG285493(NAD 83)
 HA0340_MARKER: DD = SURVEY DISK
 HA0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0340+STABILITY: SURFACE MOTION
 HA0340
 HA0340  HISTORY     - Date     Condition        Report By
 HA0340  HISTORY     - UNK      MONUMENTED       ICRR
 HA0340  HISTORY     - 1935     GOOD             NGS
 HA0340
 HA0340                          STATION DESCRIPTION
 HA0340
 HA0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0340'2.9 MI N FROM HORSE BRANCH.
 HA0340'2.9 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HA0340'STATION AT HORSE BRANCH, OHIO COUNTY, 180 FEET EAST OF THE EAST
 HA0340'SIDE OF THE STATION AT DAN SIDING, 32 FEET NORTH OF MILEPOST
 HA0340'O 38, 4 RAILS SOUTHEAST OF THE SOUTHEAST CORNER OF THE EDISON
 HA0340'STORE, 80 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHARLIE
 HA0340'HOOVER HOUSE, 5 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE
 HA0340'TRACK.  A 2-INCH ROUND BAR, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2437 ***********************************************************************
 HZ2437  DESIGNATION -  HEADLEY
 HZ2437  PID         -  HZ2437
 HZ2437  STATE/COUNTY-  KY/BOURBON
 HZ2437  USGS QUAD   -  CENTERVILLE (1984)
 HZ2437
 HZ2437                         *CURRENT SURVEY CONTROL
 HZ2437  ___________________________________________________________________
 HZ2437* NAD 83(1993)-  38 12 28.54140(N)    084 24 06.45137(W)     ADJUSTED  
 HZ2437* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 HZ2437  ___________________________________________________________________
 HZ2437  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 HZ2437  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HZ2437
 HZ2437  HORZ ORDER  -  FIRST
 HZ2437
 HZ2437.The horizontal coordinates were established by classical geodetic methods
 HZ2437.and adjusted by the National Geodetic Survey in December 1995..
 HZ2437
 HZ2437.The orthometric height was scaled from a topographic map.
 HZ2437
 HZ2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2437
 HZ2437.The geoid height was determined by GEOID03.
 HZ2437
 HZ2437;                    North         East     Units Scale Factor Converg.
 HZ2437;SPC KY1Z     - 1,208,901.497 1,618,067.932   MT  0.99992163   +0 49 39.9
 HZ2437;SPC KY1Z     - 3,966,204.33  5,308,611.21   sFT  0.99992163   +0 49 39.9
 HZ2437;SPC KY N     -    78,588.518   486,705.837   MT  0.99997227   -0 05 39.9
 HZ2437;SPC KY N     -   257,835.83  1,596,800.73   sFT  0.99997227   -0 05 39.9
 HZ2437;UTM  16      - 4,232,077.032   727,488.620   MT  1.00023740   +1 36 27.8
 HZ2437
 HZ2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2437!SPC KY1Z     -   0.99995871  x   0.99992163  =   0.99988034
 HZ2437!SPC KY N     -   0.99995871  x   0.99997227  =   0.99993098
 HZ2437!UTM  16      -   0.99995871  x   1.00023740  =   1.00019610
 HZ2437
 HZ2437|---------------------------------------------------------------------|
 HZ2437| PID    Reference Object                     Distance      Geod. Az  |
 HZ2437|                                                           dddmmss.s |
 HZ2437| DB9937 HEADLEY RM 1                         30.401 METERS 00528     |
 HZ2437| DB9938 HEADLEY RM 2                         28.362 METERS 27144     |
 HZ2437| DB9936 HEADLEY AZ MK                                      2804728.4 |
 HZ2437| HZ2436 FAYETTE BOURBON SCOTT COS MK          1.076 METERS 28958     |
 HZ2437|---------------------------------------------------------------------|
 HZ2437
 HZ2437                          SUPERSEDED SURVEY CONTROL
 HZ2437
 HZ2437  NAD 83(1986)-  38 12 28.54830(N)    084 24 06.45969(W) AD(       ) 1
 HZ2437  NAD 27      -  38 12 28.27700(N)    084 24 06.68600(W) AD(       ) 1
 HZ2437
 HZ2437.Superseded values are not recommended for survey control.
 HZ2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2437.See file dsdata.txt to determine how the superseded data were derived.
 HZ2437
 HZ2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2748932077(NAD 83)
 HZ2437_MARKER: DS = TRIANGULATION STATION DISK
 HZ2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2437
 HZ2437  HISTORY     - Date     Condition        Report By
 HZ2437  HISTORY     - 1935     MONUMENTED       CGS
 HZ2437  HISTORY     - 1963     GOOD             CGS
 HZ2437
 HZ2437                          STATION DESCRIPTION
 HZ2437
 HZ2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2437'STATION IS ABOUT 8 MILES W OF PARIS, 1-1/4 MILES SSW OF CENTERVILLE,
 HZ2437'AT THE MONUMENT MARKING THE BOURBON, SCOTT, FAYETTE COUNTY CORNER ON
 HZ2437'THE PROPERTY OF MR. HAL PRICE HEADLEY OF LEXINGTON.  IT IS NEAR THE
 HZ2437'N END OF PASTURE FIELD ABOUT 0.15 MILE N OF ROW OF E-W TREES, 53.5
 HZ2437'FEET WNW OF THE CENTER OF A 20-INCH BLACK WALNUT TREE AND 3.53 FEET
 HZ2437'ENE OF THE TRI COUNTY MARKER.
 HZ2437'
 HZ2437'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2437'DISKS SET IN CONCRETE.
 HZ2437'
 HZ2437'REFERENCE MARK NO.1 IS NNE OF STATION IN OPEN GROUND, 41-1/2 PACES S
 HZ2437'OF WIRE FENCE THAT RUNS ALONG THE N END OF PASTURE FIELD.  MARK
 HZ2437'PROJECTS 12 INCHES.
 HZ2437'
 HZ2437'REFERENCE MARK NO.2 IS WNW OF STATION IN OPEN GROUND.  MARK PROJECTS
 HZ2437'12 INCHES.
 HZ2437'
 HZ2437'AZIMUTH MARK IS WNW OF STATION, 10 INCHES E OF N S WIRE FENCE THAT
 HZ2437'DIVIDES PASTURE FIELDS.  MARK PROJECTS 10 INCHES.
 HZ2437'
 HZ2437'TRI-COUNTY MARKER IS A GRANITE POST WITH A PYRAMID TOP, ABOUT 7-BY
 HZ2437'10- INCHES AT THE TOP AND PROJECTS ABOUT 2 FEET.
 HZ2437'
 HZ2437'TO REACH FROM THE INTERSECTION OF HIGHWAY 227 AND THE RUSSEL CAVE
 HZ2437'PIKE IN CENTERVILLE--GO S ON THE RUSSEL CAVE PIKE FOR 1.4 MILES TO A
 HZ2437'FARM LANE RIGHT.  TURN RIGHT AND PROCEED 0.45 MILE TO SECOND BARN
 HZ2437'AND WATER TANK.  HERE TURN RIGHT AND FOLLOW CREST OF RIDGE ABOUT 0.2
 HZ2437'MILE TO STATION.
 HZ2437'
 HZ2437'A 50-FOOT TOWER WILL CLEAR ALL LINES.
 HZ2437
 HZ2437                          STATION RECOVERY (1963)
 HZ2437
 HZ2437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ2437'LOCATED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2384 ***********************************************************************
 HZ2384  DESIGNATION -  HEADQUARTERS
 HZ2384  PID         -  HZ2384
 HZ2384  STATE/COUNTY-  KY/NICHOLAS
 HZ2384  USGS QUAD   -  CARLISLE (1979)
 HZ2384
 HZ2384                         *CURRENT SURVEY CONTROL
 HZ2384  ___________________________________________________________________
 HZ2384* NAD 83(1993)-  38 21 30.75815(N)    084 06 54.89714(W)     ADJUSTED  
 HZ2384* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 HZ2384  ___________________________________________________________________
 HZ2384  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 HZ2384  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ2384
 HZ2384  HORZ ORDER  -  THIRD
 HZ2384
 HZ2384.The horizontal coordinates were established by classical geodetic methods
 HZ2384.and adjusted by the National Geodetic Survey in December 1995..
 HZ2384
 HZ2384.The orthometric height was scaled from a topographic map.
 HZ2384
 HZ2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2384
 HZ2384.The geoid height was determined by GEOID03.
 HZ2384
 HZ2384;                    North         East     Units Scale Factor Converg.
 HZ2384;SPC KY1Z     - 1,226,017.443 1,642,866.455   MT  0.99994027   +1 00 13.2
 HZ2384;SPC KY1Z     - 4,022,358.89  5,389,971.03   sFT  0.99994027   +1 00 13.2
 HZ2384;SPC KY N     -    95,304.263   511,777.208   MT  0.99996387   +0 05 01.8
 HZ2384;SPC KY N     -   312,677.40  1,679,055.72   sFT  0.99996387   +0 05 01.8
 HZ2384;UTM  16      - 4,249,537.140   752,060.030   MT  1.00038252   +1 47 28.2
 HZ2384
 HZ2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2384!SPC KY1Z     -   0.99995890  x   0.99994027  =   0.99989917
 HZ2384!SPC KY N     -   0.99995890  x   0.99996387  =   0.99992277
 HZ2384!UTM  16      -   0.99995890  x   1.00038252  =   1.00034140
 HZ2384
 HZ2384|---------------------------------------------------------------------|
 HZ2384| PID    Reference Object                     Distance      Geod. Az  |
 HZ2384|                                                           dddmmss.s |
 HZ2384| DB9940 HEADQUARTERS RM 1                    18.300 METERS 01156     |
 HZ2384| DB9939 HEADQUARTERS AZ MK                                 0162832.4 |
 HZ2384| DB9941 HEADQUARTERS RM 2                    29.108 METERS 06637     |
 HZ2384|---------------------------------------------------------------------|
 HZ2384
 HZ2384                          SUPERSEDED SURVEY CONTROL
 HZ2384
 HZ2384  NAD 83(1986)-  38 21 30.76515(N)    084 06 54.90577(W) AD(       ) 3
 HZ2384  NAD 27      -  38 21 30.48800(N)    084 06 55.17000(W) AD(       ) 3
 HZ2384
 HZ2384.Superseded values are not recommended for survey control.
 HZ2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2384.See file dsdata.txt to determine how the superseded data were derived.
 HZ2384
 HZ2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5206049537(NAD 83)
 HZ2384_MARKER: DS = TRIANGULATION STATION DISK
 HZ2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2384
 HZ2384  HISTORY     - Date     Condition        Report By
 HZ2384  HISTORY     - 1954     MONUMENTED       CGS
 HZ2384  HISTORY     - 19950808 GOOD             WOOLPT
 HZ2384
 HZ2384                          STATION DESCRIPTION
 HZ2384
 HZ2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HZ2384'STATION IS LOCATED ABOUT 10 MILES EAST OF CYNTHIANA AND 5 MILES
 HZ2384'NORTHWEST OF CARLISLE ALONG THE SOUTH SIDE OF STATE HIGHWAY 32 AND 36
 HZ2384'AND ON THE PROPERTY OF HAMPTON FAULCONER.  IT IS 235 FEET SOUTHWEST
 HZ2384'OF THE INTERSECTION OF THE HIGHWAY AND A PAVED CROSSROAD, 91 FEET
 HZ2384'SOUTH OF THE CENTER OF THE HIGHWAY, 37 FEET NORTHWEST OF THE
 HZ2384'NORTHWEST CORNER OF A FRAME HOUSE, 5 FEET SOUTH OF A WHITE WITNESS
 HZ2384'POST AND 3 FEET EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 HZ2384'DISK IS STAMPED HEADQUARTERS 1954.
 HZ2384'
 HZ2384'REFERENCE MARK NO.1 IS 32 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 7
 HZ2384'FEET SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF A FENCE LINE.  THE
 HZ2384'MARK IS FLUSH AND THE DISK IS STAMPED HEADQUARTERS NO 1 1954.
 HZ2384'
 HZ2384'REFERENCE MARK NO.2 IS 29 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND
 HZ2384'21 FEET WEST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK
 HZ2384'IS STAMPED HEADQUARTERS NO 2 1954.
 HZ2384'
 HZ2384'AZIMUTH MARK IS 56 FEET WEST OF THE NORTHWEST CORNER OF A CHURCH, 9
 HZ2384'FEET SOUTHWEST OF A WHITE WITNESS POST, 4 FEET SOUTHWEST OF AN 18
 HZ2384'INCH ASH TREE AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND
 HZ2384'THE DISK IS STAMPED HEADQUARTERS 1954.
 HZ2384'
 HZ2384'TO REACH THE STATION FROM THE COURTHOUSE IN CARLISLE GO WEST ON
 HZ2384'HIGHWAY 32 AND 36 FOR 0.5 MILE TO THEIR JUNCTION, TURN RIGHT AND GO
 HZ2384'NORTHWEST ON HIGHWAY 32 FOR 2.1 MILES TO THE JUNCTION U.S. HIGHWAY
 HZ2384'68. TURN LEFT AND GO SOUTHWEST ON HIGHWAYS 68 AND 32 FOR 1.1 MILE TO
 HZ2384'A JUNCTION, TURN RIGHT AND GO NORTHWEST ON HIGHWAY 32 AND 36 FOR 3.0
 HZ2384'MILE TO THE CROSSROAD AND THE STATION AS DESCRIBED.
 HZ2384'
 HZ2384'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD AT THE STATION GO NORTH
 HZ2384'ON PAVED ROAD FOR 0.25 MILE TO THE CHURCH ON THE LEFT AND THE MARK
 HZ2384'BEHIND THE CHURCH AS DESCRIBED.
 HZ2384
 HZ2384                          STATION RECOVERY (1995)
 HZ2384
 HZ2384'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1995
 HZ2384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3308 ***********************************************************************
 GY3308  DESIGNATION -  HECTOR
 GY3308  PID         -  GY3308
 GY3308  STATE/COUNTY-  KY/CLAY
 GY3308  USGS QUAD   -  BARCREEK (1979)
 GY3308
 GY3308                         *CURRENT SURVEY CONTROL
 GY3308  ___________________________________________________________________
 GY3308* NAD 83(1993)-  37 09 16.37382(N)    083 41 27.48511(W)     ADJUSTED  
 GY3308* NAVD 88     -       518.     (meters)    1699.     (feet)  SCALED    
 GY3308  ___________________________________________________________________
 GY3308  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 GY3308  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GY3308
 GY3308  HORZ ORDER  -  SECOND
 GY3308
 GY3308.The horizontal coordinates were established by classical geodetic methods
 GY3308.and adjusted by the National Geodetic Survey in December 1995..
 GY3308
 GY3308.The orthometric height was scaled from a topographic map.
 GY3308
 GY3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3308
 GY3308.The geoid height was determined by GEOID03.
 GY3308
 GY3308;                    North         East     Units Scale Factor Converg.
 GY3308;SPC KY1Z     - 1,093,160.000 1,682,888.448   MT  0.99998372   +1 15 51.0
 GY3308;SPC KY1Z     - 3,586,475.77  5,521,276.52   sFT  0.99998372   +1 15 51.0
 GY3308;SPC KY S     -   593,126.150   682,882.694   MT  0.99995029   +1 14 55.4
 GY3308;SPC KY S     - 1,945,948.04  2,240,424.31   sFT  0.99995029   +1 14 55.4
 GY3308;UTM  17      - 4,115,407.888   261,029.730   MT  1.00030354   -1 37 33.7
 GY3308
 GY3308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3308!SPC KY1Z     -   0.99992359  x   0.99998372  =   0.99990731
 GY3308!SPC KY S     -   0.99992359  x   0.99995029  =   0.99987389
 GY3308!UTM  17      -   0.99992359  x   1.00030354  =   1.00022711
 GY3308
 GY3308:                Primary Azimuth Mark                     Grid Az
 GY3308:SPC KY1Z     -  HECTOR LOOKOUT TOWER                     183 32 05.2
 GY3308:SPC KY S     -  HECTOR LOOKOUT TOWER                     183 33 00.8
 GY3308:UTM  17      -  HECTOR LOOKOUT TOWER                     186 25 29.9
 GY3308
 GY3308|---------------------------------------------------------------------|
 GY3308| PID    Reference Object                     Distance      Geod. Az  |
 GY3308|                                                           dddmmss.s |
 GY3308| GY3307 HECTOR LOOKOUT TOWER                APPROX. 0.8 KM 1844756.2 |
 GY3308| GY3306 OGLE                                APPROX.14.3 KM 1920649.5 |
 GY3308| DB9942 HECTOR RM 1                          27.031 METERS 21552     |
 GY3308| DB9943 HECTOR RM 2                          25.253 METERS 30808     |
 GY3308|---------------------------------------------------------------------|
 GY3308
 GY3308                          SUPERSEDED SURVEY CONTROL
 GY3308
 GY3308  NAD 83(1986)-  37 09 16.38107(N)    083 41 27.49007(W) AD(       ) 2
 GY3308  NAD 27      -  37 09 16.05400(N)    083 41 27.79100(W) AD(       ) 2
 GY3308
 GY3308.Superseded values are not recommended for survey control.
 GY3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3308.See file dsdata.txt to determine how the superseded data were derived.
 GY3308
 GY3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB6103015408(NAD 83)
 GY3308_MARKER: DS = TRIANGULATION STATION DISK
 GY3308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3308
 GY3308  HISTORY     - Date     Condition        Report By
 GY3308  HISTORY     - 1950     MONUMENTED       CGS
 GY3308  HISTORY     - 1970     SEE DESCRIPTION  NGS
 GY3308  HISTORY     - 1970     SEE DESCRIPTION  USFS
 GY3308  HISTORY     - 1976     GOOD             NGS
 GY3308  HISTORY     - 1976     GOOD             LOCSUR
 GY3308  HISTORY     - 19960605 GOOD             WOOLPT
 GY3308
 GY3308                          STATION DESCRIPTION
 GY3308
 GY3308'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3308'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF MANCHESTER AND 0.5 MILE
 GY3308'NORTH OF THE HECTOR LOOKOUT TOWER ON A HIGH WOODED HILL OWNED BY
 GY3308'BAXTER BLEDSOE.  IT IS 33 FEET SOUTH OF AN 18 INCH HICKORY TREE, 23
 GY3308'FEET NORTHWEST OF AN 18 INCH HICKORY TREE WITH A TRIANGLE BLAZED ON
 GY3308'THE SOUTH SIDE AND 6 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 GY3308'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED HECTOR 1950.
 GY3308'
 GY3308'REFERENCE MARK NO. 1 IS 69 FEET WEST OF THE 18 INCH HICKORY TREE WITH
 GY3308'A TRIANGLE BLAZED ON THE SOUTH SIDE AND 6 FEET NORTHWEST OF A 30
 GY3308'INCH OAK TREE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS
 GY3308'STAMPED HECTOR NO 1 1950.
 GY3308'
 GY3308'REFERENCE MARK NO. 2 IS 17 FEET WEST OF A 10 INCH HICKORY TREE.  THE
 GY3308'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED HECTOR NO
 GY3308'2 1950.
 GY3308'
 GY3308'NO AZIMUTH MARK SET.
 GY3308'
 GY3308'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE
 GY3308'HIGHWAY 80 ABOUT 1.2 MILES SOUTH OF MANCHESTER, GO SOUTHEAST ON
 GY3308'HIGHWAYS 421 AND 80 FOR 2.9 MILES TO A SIDE ROAD LEFT, JUST BEFORE
 GY3308'REACHING A CONCRETE BRIDGE, TURN LEFT AND GO 3.7 MILES TO A ROAD
 GY3308'LEFT, JUST AFTER PASSING A CONCRETE BRIDGE, TURN LEFT AND FOLLOW MAIN
 GY3308'ROAD UP HILL FOR 1.7 MILES TO THE HECTOR LOOKOUT TOWER ON THE
 GY3308'LEFT, CONTINUE AHEAD ON ROAD FOR 0.4 MILE TO A TRIANGLE BLAZED ON A
 GY3308'GUM TREE ON THE LEFT, CONTINUE AHEAD FOR ABOUT 50 FEET TO A TRAIL
 GY3308'LEFT LEADING INTO THE WOODS, TURN LEFT AND FOLLOW THE TRAIL 0.2
 GY3308'MILE TO THE TOP OF THE RIDGE AND STATION AS DESCRIBED.
 GY3308'
 GY3308'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GY3308
 GY3308                          STATION RECOVERY (1970)
 GY3308
 GY3308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GY3308'THE STATION SURFACE MARK WAS FOUND DUG UP AND LAYING NEAR-BY.  THE
 GY3308'UNDERGROUND STATION MARK HAD BEEN REMOVED AND THE DISK BROKEN OUT,
 GY3308'HOWEVER THE BASE OF THE UNDERGROUND STATION MARKS CONCRETE WAS
 GY3308'STILL EMBEDDED IN SAND ROCK.  THE REFERENCE MARKS NO. 1 AND NO. 2
 GY3308'WERE RECOVED IN APPARENT GOOD CONDITION, HOWEVER THE ORIGINAL
 GY3308'DIRECTIONS WERE IN ERROR.  FIRM PLUMPING BENCHES WERE THEN ERECTED
 GY3308'OVER EACH OF OF THE REFERENCE MARKS AND WELL BRACED.  THE
 GY3308'HORIZONTAL MEASUREMENTS AS GIVEN IN THE ORIGINAL DESCRIPTION FROM
 GY3308'EACH MARK WAS THEN MEASURED AND THE POINT OF INTERSECTION
 GY3308'MARKED ON A FIXED BOARDS.  WHEN THIS POINT WAS FOUND, IT WAS
 GY3308'HELD AND THE POINT OCCUPIED, AND THE ANGLE TURNED BETWEEN THE
 GY3308'REFERENCE MARKS.  WHEN THE VALUE OBTAINED WAS COMPARED WITH
 GY3308'THE 1950 OBSERVATIONS, A DISCREPANCY OF + 07 FEET 02.5 INCHES WAS
 GY3308'NOTED.  BECAUSE OF THE LARGE DIFFERENCE IN ANGLE, THE DISTANCE
 GY3308'MEASUREMENTS BETWEEN THE REFERENCE MARKS AND THE POINT WERE AGAIN
 GY3308'CHECKED AND VERIFIED.  A FIRM PLUMBING BENCH WAS THEN BUILT OVER
 GY3308'THE POINT HELD AND A NEW UNDERGROUND STATION MARK STAMPED HECTOR
 GY3308'1950 1970 SET.  THE ORIGINAL STATION MARK MONUMENT WAS THEN
 GY3308'CAREFULLY LOWERED INTO THE HOLE OVER THE UNDERGROUND MARK AND
 GY3308'BROUGHT TO PLUMB DIRECTLY UNDER THE POINT HELD, THE EARTH WAS
 GY3308'FIRMLY TAMPED AROUND THE MONUMENT TO GROUND LEVEL, AND THE ORIGINAL
 GY3308'DISK ALTERED TO READ HECTOR 1950 1970, AND IS THOUGHT TO OCCUPY THE
 GY3308'EXACT, HORIZONTAL POSITION AS THE ORIGINAL STATION.  NO AZIMUTH
 GY3308'MARK WAS EVER SET FOR THIS STATION.
 GY3308'
 GY3308'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GY3308'
 GY3308'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF MANCHESTER AND
 GY3308'0.5 OF A MILE NORTH OF THE HECTOR LOOKOUT TOWER, ON THE SUMMIT OF A
 GY3308'HIGH, HEAVILY WOODED HILL IN THE DANIEL BOONE NATIONAL FOREST.
 GY3308'
 GY3308'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 421 AND
 GY3308'STATE ROUTES 80 AND 11 ABOUT 1.2 MILES SOUTH OF THE CENTER OF
 GY3308'MANCHESTER, GO SOUTHEASTERRLY ON U. S. HIGHWAY 421 AND STATE ROUTES
 GY3308'80 AND 11 FOR 0.9 OF A MILE TO WHERE STATE ROUTE 11 BEARS RIGHT IN
 GY3308'THE SMALL COMMUNITY OF GARRARD.  HERE CONTINUE SOUTHEASTERLY ON U.
 GY3308'S.  HIGHWAY 421 AND STATE ROUTE 80 FOR 2.0 MILES TO THE T
 GY3308'JUNCTION WITH STATE ROUTE 149 ON THE LEFT.  HERE TURN LEFT ON
 GY3308'STATE ROUTE 149 AND GO EAST AND NORTHEASTERLY FOR 2.7 MILES TO A
 GY3308'GRAVELED T ROAD LEFT EAST OF A SMALL CONCRETE BRIDGE.  HERE TURN
 GY3308'SHARP LEFT AND GO WESTERLY, UPHILL, FOR 0.25 OF A MILE TO A
 GY3308'FORK, KEEP RIGHT FORK AND CONTINUE NORTHEASTERLY AND NORTH ON A
 GY3308'STEEP, WINDING ROAD FOR 1.7 MILES TO THE HECTOR LOOKOUT TOWER ON
 GY3308'THE LEFT.  HERE CONTINUE NORTHERLY ON THE GRADED ROAD FOR
 GY3308'0.35 OF A MILE TO AN OLD ABANDONED HOUSE ON THE RIGHT, CONTINUE
 GY3308'NORTHERLY FOR ABOUT 0.05 OF A MILE TO A WIDE SHOULDER ON THE
 GY3308'LEFT-HAND SIDE OF THE NARROW ROAD AND E.T.T.  NEAR SMALL DRAW ON
 GY3308'THE LEFT.  HERE PACK NORTHWESTERLY AND NORTH UP A STEEP, ROCKY
 GY3308'HILL, THROUGH DENSE WOODS FOR ABOUT 0.25 OF A MILE TO THE SUMMIT
 GY3308'AND THE STATION AS DESCRIBED.
 GY3308'
 GY3308'THE STATION IS 45 FEET SOUTHWEST OF A 20-INCH HICKORY TREE WITH A
 GY3308'FIRE BURN AT THE BASE, 23 FEET NORTH OF A 24-INCH, TRAINGLE BLAZED
 GY3308'HICKORY TREE, AND 1.0 FOOT WEST-SOUTHWEST OF A METAL WITNESS POST
 GY3308'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GY3308'SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS
 GY3308'STAMPED HECTOR 1950 1970.
 GY3308'
 GY3308'REFERENCE MARK NO. 1 IS ON THE SOUTHWEST SLOPE OF THE HILL IN A
 GY3308'DENSE STAND OF SAPLINGS AND UNDERBRUSH, 6 FEET WEST-NORTHWEST OF A
 GY3308'36-INCH OAK SNAG, AND ABOUT 3 FEET BELOW THE ELEVATION OF THE
 GY3308'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GY3308'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH AND THE DISK
 GY3308'IS STAMPED HECTYOR NO 1 1950.
 GY3308'
 GY3308'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF THE HILL, 25 FEET
 GY3308'SOUTHEAST OF A 24-INCH, TRIANGLE BLAZED HICKORY TREE, 18 FEET WEST
 GY3308'OF A 20-INCH, TRIANGLE BLAZED HICKORY TREE, 0.7 OF A FOOT
 GY3308'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND ABOUT 3 FEET
 GY3308'BELOW THE STATION ELEVATION.  IT IS A STANDARD DISK SET IN THE
 GY3308'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GY3308'IS STAMPED HECTOR NO 2 1950.
 GY3308'
 GY3308'DUE TO NUMEROUS TREES AND DENSE SAPLING GROWTH, NO EFFORT WAS MADE
 GY3308'TO MEASURE BETWEEN THE REFERENCED MARKS.
 GY3308'
 GY3308'THIS IS ABOUT A 15 MINUTE PACK.
 GY3308'
 GY3308'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 GY3308'NORTHEAST OF MANCHESTER.
 GY3308
 GY3308                          STATION RECOVERY (1970)
 GY3308
 GY3308'RECOVERY NOTE BY US FOREST SERVICE 1970 (WGR)
 GY3308'HECTOR 1950 STATION PULLED FROM GROUND AND LAYING NEAR HOLE.
 GY3308'SUBSURFACE MARK INTACT AND RM OK.
 GY3308'
 GY3308'IN 1968 I WENT TO THIS STATION AND IT WAS OK.  1970 IT WAS PULLED
 GY3308'FROM THE GROUND.
 GY3308
 GY3308                          STATION RECOVERY (1976)
 GY3308
 GY3308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GY3308'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 GY3308'CONDITION.  A METAL WITNESS POST WAS SET AT THE STATION MARK AND
 GY3308'REFERENCE MARK 2 WAS FOUND NORTHEAST OF THE STATION MARK AS
 GY3308'PREVIOUSLY MENTIONED.  THERE IS A HEAVY GROWTH OF TIMBER AROUND
 GY3308'THE STATION SITE AND NO AZIMUTH MARK COULD BE SET WITHOUT
 GY3308'EXTENSIVE CLEARING.
 GY3308'
 GY3308'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 GY3308'NORTHEAST OF MANCHESTER.
 GY3308
 GY3308                          STATION RECOVERY (1976)
 GY3308
 GY3308'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976 (RWF)
 GY3308'HECTOR 1950 RECOVERED IN GOOD CONDITION.  (2 TO 3 INCHES ABOVE
 GY3308'GROUND).
 GY3308'
 GY3308'HECTOR NO 1 1950 RECOVERED IN GOOD CONDITION.
 GY3308'
 GY3308'REQUEST AZIMUTH MARK BE ESTABLISHED.  BELIEVE THAT RM NO. 2 BEARING
 GY3308'SHOULD BE NW RATHER THAN NE
 GY3308'
 GY3308'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI NE OF MANCHESTER.
 GY3308
 GY3308                          STATION RECOVERY (1996)
 GY3308
 GY3308'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996
 GY3308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3307 ***********************************************************************
 GY3307  DESIGNATION -  HECTOR LOOKOUT TOWER
 GY3307  PID         -  GY3307
 GY3307  STATE/COUNTY-  KY/CLAY
 GY3307  USGS QUAD   -  BARCREEK (1979)
 GY3307
 GY3307                         *CURRENT SURVEY CONTROL
 GY3307  ___________________________________________________________________
 GY3307* NAD 83(1993)-  37 08 50.60132(N)    083 41 30.18806(W)     ADJUSTED  
 GY3307* NAVD 88     -                                                        
 GY3307  ___________________________________________________________________
 GY3307  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GY3307  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GY3307
 GY3307  HORZ ORDER  -  THIRD
 GY3307
 GY3307.The horizontal coordinates were established by classical geodetic methods
 GY3307.and adjusted by the National Geodetic Survey in December 1995..
 GY3307
 GY3307
 GY3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3307
 GY3307.The geoid height was determined by GEOID03.
 GY3307
 GY3307;                    North         East     Units Scale Factor Converg.
 GY3307;SPC KY1Z     - 1,092,364.222 1,682,839.291   MT  0.99998529   +1 15 49.3
 GY3307;SPC KY1Z     - 3,583,864.95  5,521,115.24   sFT  0.99998529   +1 15 49.3
 GY3307;SPC KY S     -   592,330.412   682,833.324   MT  0.99995069   +1 14 53.8
 GY3307;SPC KY S     - 1,943,337.36  2,240,262.33   sFT  0.99995069   +1 14 53.8
 GY3307;UTM  17      - 4,114,615.348   260,940.484   MT  1.00030406   -1 37 34.4
 GY3307
 GY3307                          SUPERSEDED SURVEY CONTROL
 GY3307
 GY3307  NAD 83(1986)-  37 08 50.60901(N)    083 41 30.19273(W) AD(       ) 4
 GY3307  NAD 27      -  37 08 50.28000(N)    083 41 30.49000(W) AD(       ) 3
 GY3307
 GY3307.Superseded values are not recommended for survey control.
 GY3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3307.See file dsdata.txt to determine how the superseded data were derived.
 GY3307
 GY3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB6094014615(NAD 83)
 GY3307_MARKER: 57 = LOOKOUT TOWER
 GY3307
 GY3307  HISTORY     - Date     Condition        Report By
 GY3307  HISTORY     - 1950     FIRST OBSERVED   CGS
 GY3307  HISTORY     - 19631028 GOOD             CGS
 GY3307
 GY3307                          STATION DESCRIPTION
 GY3307
 GY3307'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3307'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF MANCHESTER ON A HIGH
 GY3307'BARE KNOLL.  IT IS A FOUR-LEGGED STEEL STRUCTURE WITH A SQUARE METAL
 GY3307'CAB ATOP.  IT IS PAINTED GREY AND IS ABOUT 100 FEET HIGH.  THE POINT
 GY3307'OBSERVED ON WAS THE CENTER OF THE ROOF OF THE CAB.
 GY3307'
 GY3307'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE
 GY3307'HIGHWAY 80 ABOUT 1.2 MILES SOUTH OF MANCHESTER, GO SOUTHEAST ON
 GY3307'HIGHWAYS 421 AND 80 FOR 2.9 MILES TO A ROAD LEFT, JUST BEFORE
 GY3307'REACHING A CONCRETE BRIDGE, TURN LEFT AND GO 3.7 MILES TO A ROAD
 GY3307'LEFT, JUST AFTER PASSING A CONCRETE BRIDGE, TURN LEFT AND FOLLOW MAIN
 GY3307'ROAD UP HILL FOR 1.7 MILES TO THE LOOKOUT TOWER ON THE LEFT AS
 GY3307'DESCRIBED.
 GY3307
 GY3307                          STATION RECOVERY (1963)
 GY3307
 GY3307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RJM)
 GY3307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2499 ***********************************************************************
 HY2499  DESIGNATION -  HELENA
 HY2499  PID         -  HY2499
 HY2499  STATE/COUNTY-  KY/MASON
 HY2499  USGS QUAD   -  MAYS LICK (1993)
 HY2499
 HY2499                         *CURRENT SURVEY CONTROL
 HY2499  ___________________________________________________________________
 HY2499* NAD 83(1993)-  38 30 41.12268(N)    083 48 10.81495(W)     ADJUSTED  
 HY2499* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 HY2499  ___________________________________________________________________
 HY2499  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 HY2499  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HY2499
 HY2499  HORZ ORDER  -  THIRD
 HY2499
 HY2499.The horizontal coordinates were established by classical geodetic methods
 HY2499.and adjusted by the National Geodetic Survey in December 1995..
 HY2499
 HY2499.The orthometric height was scaled from a topographic map.
 HY2499
 HY2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2499
 HY2499.The geoid height was determined by GEOID03.
 HY2499
 HY2499;                    North         East     Units Scale Factor Converg.
 HY2499;SPC KY1Z     - 1,243,506.906 1,669,796.960   MT  0.99996627   +1 11 43.4
 HY2499;SPC KY1Z     - 4,079,738.91  5,478,325.53   sFT  0.99996627   +1 11 43.4
 HY2499;SPC KY N     -   112,359.906   538,984.905   MT  0.99996238   +0 16 41.0
 HY2499;SPC KY N     -   368,634.12  1,768,319.64   sFT  0.99996238   +0 16 41.0
 HY2499;UTM  17      - 4,266,285.062   255,600.496   MT  1.00033564   -1 44 46.4
 HY2499
 HY2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2499!SPC KY1Z     -   0.99996087  x   0.99996627  =   0.99992714
 HY2499!SPC KY N     -   0.99996087  x   0.99996238  =   0.99992325
 HY2499!UTM  17      -   0.99996087  x   1.00033564  =   1.00029649
 HY2499
 HY2499|---------------------------------------------------------------------|
 HY2499| PID    Reference Object                     Distance      Geod. Az  |
 HY2499|                                                           dddmmss.s |
 HY2499| DB9945 HELENA RM 1                          17.845 METERS 10730     |
 HY2499| DB9946 HELENA RM 2                          14.483 METERS 19609     |
 HY2499| DB9944 HELENA AZ MK                                       3032925.0 |
 HY2499|---------------------------------------------------------------------|
 HY2499
 HY2499                          SUPERSEDED SURVEY CONTROL
 HY2499
 HY2499  NAD 83(1986)-  38 30 41.12878(N)    083 48 10.82258(W) AD(       ) 3
 HY2499  NAD 27      -  38 30 40.85200(N)    083 48 11.10700(W) AD(       ) 3
 HY2499
 HY2499.Superseded values are not recommended for survey control.
 HY2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2499.See file dsdata.txt to determine how the superseded data were derived.
 HY2499
 HY2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5560066285(NAD 83)
 HY2499_MARKER: DS = TRIANGULATION STATION DISK
 HY2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2499
 HY2499  HISTORY     - Date     Condition        Report By
 HY2499  HISTORY     - 1953     MONUMENTED       CGS
 HY2499
 HY2499                          STATION DESCRIPTION
 HY2499
 HY2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2499'STATION IS LOCATED ON THE HIGHWAY RIGHT OF WAY ABOUT 7.5 MILES
 HY2499'NORTHWEST OF FLEMINGSBURG, 32 FEET WEST OF THE CENTER OF STATE
 HY2499'HIGHWAY 24, 4 FEET NORTHEAST OF A WHITE WITNESS POST AND 3 FEET EAST
 HY2499'OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HELENA
 HY2499'1953.
 HY2499'
 HY2499'REFERENCE MARK NO.1 IS 25 FEET EAST OF THE CENTER OF STATE HIGHWAY
 HY2499'24, 11 FEET SOUTH OF THE CENTER OF A FARM DRIVE AND 2 FEET SOUTH OF A
 HY2499'FENCE CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HY2499'HELENA NO 1 1953
 HY2499'
 HY2499'REFERENCE MARK NO.2 IS 34 FEET WEST OF THE CENTER OF STATE HIGHWAY 24
 HY2499'AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 HY2499'STAMPED HELENA NO 2 1953.
 HY2499'
 HY2499'AZIMUTH MARK IS 31 FEET NORTH OF THE CENTER OF STATE HIGHWAY 24, 2
 HY2499'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.
 HY2499'
 HY2499'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 24
 HY2499'ABOUT 9.0 MILES NORTH OF FLEMINGSBURG, GO WEST ON STATE HIGHWAY 24
 HY2499'FOR 2.0 MILES TO A RAILROAD CROSSING.  CONTINUE STRAIGHT AHEAD ON
 HY2499'STATE HIGHWAY 24 FOR 1.7 MILES TO THE STATION ON THE LEFT AS
 HY2499'DESCRIBED.
 HY2499'
 HY2499'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND WEST ON
 HY2499'STATE HIGHWAY 24 FOR 0.3 MILE TO THE AZIMUTH ON THE RIGHT AS
 HY2499'DESCRIBED.
 HY2499'
 HY2499'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0023 ***********************************************************************
 GD0023  DESIGNATION -  HEMITITE AZ MK
 GD0023  PID         -  GD0023
 GD0023  STATE/COUNTY-  KY/LYON
 GD0023  USGS QUAD   -  MONT (1986)
 GD0023
 GD0023                         *CURRENT SURVEY CONTROL
 GD0023  ___________________________________________________________________
 GD0023* NAD 83(1986)-  36 55 13.     (N)    088 05 58.     (W)     SCALED    
 GD0023* NAVD 88     -       163.791  (meters)     537.37   (feet)  ADJUSTED  
 GD0023  ___________________________________________________________________
 GD0023  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0023  DYNAMIC HT  -         163.665 (meters)     536.96  (feet)  COMP
 GD0023  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 GD0023
 GD0023  VERT ORDER  -  FIRST     CLASS II
 GD0023
 GD0023.The horizontal coordinates were scaled from a topographic map and have
 GD0023.an estimated accuracy of +/- 6 seconds.
 GD0023
 GD0023.The orthometric height was determined by differential leveling
 GD0023.and adjusted by the National Geodetic Survey in June 1991..
 GD0023
 GD0023.The geoid height was determined by GEOID03.
 GD0023
 GD0023.The dynamic height is computed by dividing the NAVD 88
 GD0023.geopotential number by the normal gravity value computed on the
 GD0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0023.degrees latitude (g = 980.6199 gals.).
 GD0023
 GD0023.The modeled gravity was interpolated from observed gravity values.
 GD0023
 GD0023;                    North         East    Units  Estimated Accuracy
 GD0023;SPC KY1Z     - 1,067,780.    1,290,670.      MT  (+/- 180 meters Scaled)
 GD0023
 GD0023                          SUPERSEDED SURVEY CONTROL
 GD0023
 GD0023  NGVD 29 (??/??/??)  163.860  (m)          537.60   (f) ADJUSTED    1 2
 GD0023
 GD0023.Superseded values are not recommended for survey control.
 GD0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0023.See file dsdata.txt to determine how the superseded data were derived.
 GD0023
 GD0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF020865(NAD 83)
 GD0023_MARKER: DZ = AZIMUTH MARK DISK
 GD0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0023_STAMPING: HEMITITE AZI 1934
 GD0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0023+STABILITY: SURFACE MOTION
 GD0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0023+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 GD0023
 GD0023  HISTORY     - Date     Condition        Report By
 GD0023  HISTORY     - 1934     MONUMENTED       CGS
 GD0023  HISTORY     - 1946     GOOD             CGS
 GD0023  HISTORY     - 20030806 GOOD             KYDT
 GD0023
 GD0023                          STATION DESCRIPTION
 GD0023
 GD0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0023'12 MI SE FROM GRAND RIVERS.
 GD0023'ABOUT 4.45 MILES SOUTHEAST ALONG THE STAR LIME WORKDS ROAD FROM
 GD0023'THE POST OFFICE AT GRAND RIVERS, THENCE ABOUT 7.6 MILES SOUTHEAST
 GD0023'ALONG THE DIVIDING RIDGE ROAD, ABOUT 0.12 MILE NORTHWEST OF FIRE
 GD0023'TOWER NO. 1, 12 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 GD0023'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 GD0023'POST PROJECTING 10 INCHES.
 GD0023
 GD0023                          STATION RECOVERY (2003)
 GD0023
 GD0023'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GD0023'MARK IS 1.5 FEET NORTHWEST OF A TVA METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0024 ***********************************************************************
 GD0024  DESIGNATION -  HEMITITE RM 1
 GD0024  PID         -  GD0024
 GD0024  STATE/COUNTY-  KY/LYON
 GD0024  USGS QUAD   -  MONT (1986)
 GD0024
 GD0024                         *CURRENT SURVEY CONTROL
 GD0024  ___________________________________________________________________
 GD0024* NAD 83(1986)-  36 55 08.     (N)    088 05 51.     (W)     SCALED    
 GD0024* NAVD 88     -       179.126  (meters)     587.68   (feet)  ADJUSTED  
 GD0024  ___________________________________________________________________
 GD0024  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0024  DYNAMIC HT  -         178.988 (meters)     587.23  (feet)  COMP
 GD0024  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 GD0024
 GD0024  VERT ORDER  -  FIRST     CLASS II
 GD0024
 GD0024.The horizontal coordinates were scaled from a topographic map and have
 GD0024.an estimated accuracy of +/- 6 seconds.
 GD0024
 GD0024.The orthometric height was determined by differential leveling
 GD0024.and adjusted by the National Geodetic Survey in June 1991..
 GD0024
 GD0024.The geoid height was determined by GEOID03.
 GD0024
 GD0024.The dynamic height is computed by dividing the NAVD 88
 GD0024.geopotential number by the normal gravity value computed on the
 GD0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0024.degrees latitude (g = 980.6199 gals.).
 GD0024
 GD0024.The modeled gravity was interpolated from observed gravity values.
 GD0024
 GD0024;                    North         East    Units  Estimated Accuracy
 GD0024;SPC KY1Z     - 1,067,620.    1,290,840.      MT  (+/- 180 meters Scaled)
 GD0024
 GD0024                          SUPERSEDED SURVEY CONTROL
 GD0024
 GD0024  NGVD 29 (??/??/??)  179.195  (m)          587.91   (f) ADJUSTED    1 2
 GD0024
 GD0024.Superseded values are not recommended for survey control.
 GD0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0024.See file dsdata.txt to determine how the superseded data were derived.
 GD0024
 GD0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF022864(NAD 83)
 GD0024_MARKER: DR = REFERENCE MARK DISK
 GD0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0024_STAMPING: HEMITITIE NO 1 1934
 GD0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0024+STABILITY: SURFACE MOTION
 GD0024
 GD0024  HISTORY     - Date     Condition        Report By
 GD0024  HISTORY     - 1934     MONUMENTED       CGS
 GD0024  HISTORY     - 1946     GOOD             CGS
 GD0024  HISTORY     - 20030806 MARK NOT FOUND   KYDT
 GD0024
 GD0024                          STATION DESCRIPTION
 GD0024
 GD0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0024'12.2 MI SE FROM GRAND RIVERS.
 GD0024'ABOUT 4.45 MILES SOUTHEAST ALONG THE STAR LIME WORKS ROAD FROM
 GD0024'THE POST OFFICE AT GRAND RIVERS, THENCE ABOUT 7.75 MILES
 GD0024'SOUTHEAST ALONG THE DIVIDING RIDGE ROAD, AT THE TOP OF A GRADE
 GD0024'AND AT FIRE TOWER NO. 1, 153 FEET NORTHEAST OF THE CENTER LINE
 GD0024'OF THE ROAD, 86.5 FEET NORTH-NORTHEAST OF THE NORTH LEG OF THE
 GD0024'FIRE TOWER, 35 FEET NORTHWEST OF THE CENTER LINE OF A ROAD
 GD0024'LEADING TO THE FIRE TOWER KEEPERS RESIDENCE, ABOUT LEVEL WITH
 GD0024'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 GD0024'INCHES.
 GD0024
 GD0024                          STATION RECOVERY (2003)
 GD0024
 GD0024'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GD0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0026 ***********************************************************************
 GD0026  DESIGNATION -  HEMITITE RM 2
 GD0026  PID         -  GD0026
 GD0026  STATE/COUNTY-  KY/LYON
 GD0026  USGS QUAD   -  MONT (1986)
 GD0026
 GD0026                         *CURRENT SURVEY CONTROL
 GD0026  ___________________________________________________________________
 GD0026* NAD 83(1986)-  36 55 08.     (N)    088 05 52.     (W)     SCALED    
 GD0026* NAVD 88     -       179.624  (meters)     589.32   (feet)  ADJUSTED  
 GD0026  ___________________________________________________________________
 GD0026  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0026  DYNAMIC HT  -         179.485 (meters)     588.86  (feet)  COMP
 GD0026  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 GD0026
 GD0026  VERT ORDER  -  FIRST     CLASS II
 GD0026
 GD0026.The horizontal coordinates were scaled from a topographic map and have
 GD0026.an estimated accuracy of +/- 6 seconds.
 GD0026
 GD0026.The orthometric height was determined by differential leveling
 GD0026.and adjusted by the National Geodetic Survey in June 1991..
 GD0026
 GD0026.The geoid height was determined by GEOID03.
 GD0026
 GD0026.The dynamic height is computed by dividing the NAVD 88
 GD0026.geopotential number by the normal gravity value computed on the
 GD0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0026.degrees latitude (g = 980.6199 gals.).
 GD0026
 GD0026.The modeled gravity was interpolated from observed gravity values.
 GD0026
 GD0026;                    North         East    Units  Estimated Accuracy
 GD0026;SPC KY1Z     - 1,067,620.    1,290,810.      MT  (+/- 180 meters Scaled)
 GD0026
 GD0026                          SUPERSEDED SURVEY CONTROL
 GD0026
 GD0026  NGVD 29 (??/??/??)  179.693  (m)          589.54   (f) ADJUSTED    1 2
 GD0026
 GD0026.Superseded values are not recommended for survey control.
 GD0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0026.See file dsdata.txt to determine how the superseded data were derived.
 GD0026
 GD0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF022864(NAD 83)
 GD0026_MARKER: DR = REFERENCE MARK DISK
 GD0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0026_STAMPING: HEMITITE NO II 1934
 GD0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0026+STABILITY: SURFACE MOTION
 GD0026
 GD0026  HISTORY     - Date     Condition        Report By
 GD0026  HISTORY     - 1934     MONUMENTED       CGS
 GD0026  HISTORY     - 1946     GOOD             CGS
 GD0026  HISTORY     - 20030806 MARK NOT FOUND   KYDT
 GD0026
 GD0026                          STATION DESCRIPTION
 GD0026
 GD0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0026'12.2 MI SE FROM GRAND RIVERS.
 GD0026'ABOUT 4.45 MILES SOUTHEAST ALONG THE STAR LIME WORKS ROAD FROM
 GD0026'THE POST OFFICE AT GRAND RIVERS, THENCE ABOUT 7.75 MILES
 GD0026'SOUTHEAST ALONG THE DIVIDING RIDGE ROAD, AT FIRE TOWER NO. 1, 116
 GD0026'FEET SOUTHWEST AND ACROSS THE ROAD FROM THE SOUTH LEG OF THE
 GD0026'FIRE TOWER, 60 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 GD0026'ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GD0026'POST PROJECTING 6 INCHES.
 GD0026
 GD0026                          STATION RECOVERY (2003)
 GD0026
 GD0026'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GD0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2698 ***********************************************************************
 GC2698  DESIGNATION -  HENDERSON
 GC2698  PID         -  GC2698
 GC2698  STATE/COUNTY-  KY/TRIGG
 GC2698  USGS QUAD   -  COBB (1983)
 GC2698
 GC2698                         *CURRENT SURVEY CONTROL
 GC2698  ___________________________________________________________________
 GC2698* NAD 83(1993)-  36 57 05.47968(N)    087 52 29.65112(W)     ADJUSTED  
 GC2698* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 GC2698  ___________________________________________________________________
 GC2698  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 GC2698  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC2698
 GC2698  HORZ ORDER  -  THIRD
 GC2698
 GC2698.The horizontal coordinates were established by classical geodetic methods
 GC2698.and adjusted by the National Geodetic Survey in December 1995..
 GC2698
 GC2698.The orthometric height was scaled from a topographic map.
 GC2698
 GC2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2698
 GC2698.The geoid height was determined by GEOID03.
 GC2698
 GC2698;                    North         East     Units Scale Factor Converg.
 GC2698;SPC KY1Z     - 1,070,765.254 1,310,748.706   MT  1.00003415   -1 18 16.6
 GC2698;SPC KY1Z     - 3,513,002.34  4,300,348.05   sFT  1.00003415   -1 18 16.6
 GC2698;SPC KY S     -   570,730.783   310,760.910   MT  0.99996757   -1 17 19.2
 GC2698;SPC KY S     - 1,872,472.58  1,019,554.75   sFT  0.99996757   -1 17 19.2
 GC2698;UTM  16      - 4,089,852.117   422,104.324   MT  0.99967475   -0 31 33.5
 GC2698
 GC2698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2698!SPC KY1Z     -   0.99997822  x   1.00003415  =   1.00001237
 GC2698!SPC KY S     -   0.99997822  x   0.99996757  =   0.99994579
 GC2698!UTM  16      -   0.99997822  x   0.99967475  =   0.99965298
 GC2698
 GC2698|---------------------------------------------------------------------|
 GC2698| PID    Reference Object                     Distance      Geod. Az  |
 GC2698|                                                           dddmmss.s |
 GC2698| GC2697 BM 92 JWM                           167.289 METERS 17207     |
 GC2698| CG6035 HENDERSON RM 1                       31.949 METERS 23022     |
 GC2698| CG6036 HENDERSON RM 2                       31.745 METERS 28742     |
 GC2698| GC1789 HENDERSON AZ                                       3471809.3 |
 GC2698|---------------------------------------------------------------------|
 GC2698
 GC2698                          SUPERSEDED SURVEY CONTROL
 GC2698
 GC2698  NAD 83(1986)-  36 57 05.48883(N)    087 52 29.65458(W) AD(       ) 3
 GC2698  NAD 27      -  36 57 05.30500(N)    087 52 29.59700(W) AD(       ) 3
 GC2698
 GC2698.Superseded values are not recommended for survey control.
 GC2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2698.See file dsdata.txt to determine how the superseded data were derived.
 GC2698
 GC2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2210489852(NAD 83)
 GC2698_MARKER: DS = TRIANGULATION STATION DISK
 GC2698_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GC2698
 GC2698  HISTORY     - Date     Condition        Report By
 GC2698  HISTORY     - 1953     MONUMENTED       CGS
 GC2698
 GC2698                          STATION DESCRIPTION
 GC2698
 GC2698'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2698'STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY 139 ABOUT 7
 GC2698'MILES NORTH OF CADIZ AND 1/2 MILE SOUTH OF THE JUNCTION OF
 GC2698'STATE HIGHWAY 93. IT IS 105 FEET NORTHEAST OF A WHITE WITNESS POST,
 GC2698'63 FEET EAST OF THE CENTER OF THE HIGHWAY AND 10 FEET WEST OF
 GC2698'THE EDGE OF AN OLD HIGHWAY CUT. THE MARK IS 12 INCHES UNDERGROUND AND
 GC2698'THE DISK IS STAMPED HENDERSON 1953.
 GC2698'
 GC2698'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE CENTER OF THE HIGHWAY, 2
 GC2698'FEET SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT EAST
 GC2698'OF A FENCE.  THE MARK PROJECTS
 GC2698'ABOUT 2 INCHES AND THE DISK IS
 GC2698'STAMPED HENDERSON NO 1 1953.
 GC2698'
 GC2698'REFERENCE MARK NO. 2 IS 30 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 GC2698'1 FOOT EAST OF THE FENCE. THE MARK PROJECTS ABOUT 2 INCHES AND
 GC2698'THE DISK IS STAMPED HENDERSON NO 2 1953.
 GC2698'
 GC2698'AZIMUTH MARK IS 58 FEET WEST OF THE CENTER OF STATE HIGHWAY 139, 28
 GC2698'FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 93 AND 1 FOOT
 GC2698'SOUTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES
 GC2698'AND THE DISK IS STAMPED HENDERSON 1953.
 GC2698'
 GC2698'92 JWM (USGS) BM IS 92 FEET NORTHEAST OF THE INTERSECTION OF STATE
 GC2698'HIGHWAY 139 AND A GRAVEL ROAD, 37 FEET EAST OF THE CENTER OF
 GC2698'HIGHWAY 139 AND 26 FEET NORTHWEST OF THE CENTER OF THE GRAVEL ROAD.
 GC2698'THE MARK IS AN 8X8 INCH CONCRETE POST WHICH PROJECTS ABOUT 10
 GC2698'INCHES WITH A U.S. GEOLOGICAL SURVEY BENCH MARK DISK IN THE TOP
 GC2698'STAMPED 92 JWM 1949 554 (FEET).
 GC2698'
 GC2698'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC2698'HIGHWAY 139 IN CADIZ, GO NORTH ON HIGHWAY 139 FOR
 GC2698'6.9 MILES TO A GRAVEL ROAD RIGHT AND THE BENCH MARK ON THE RIGHT AS
 GC2698'DESCRIBED. CONTINUE NORTH ON THE HIGHWAY FOR 0.1 MILE TO THE
 GC2698'STATION ON THE RIGHT AS DESCRIBED. CONTINUE NORTH ON THE HIGHWAY FOR
 GC2698'0.6 MILE TO THE JUNCTION OF STATE HIGHWAY 93 AND THE AZIMUTH
 GC2698'MARK ON THE LEFT AS DESCRIBED.
 GC2698'
 GC2698'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1019 ***********************************************************************
 HA1019  DESIGNATION -  HENDERSON 3 RM 6
 HA1019  PID         -  HA1019
 HA1019  STATE/COUNTY-  KY/HENDERSON
 HA1019  USGS QUAD   -  HENDERSON (1993)
 HA1019
 HA1019                         *CURRENT SURVEY CONTROL
 HA1019  ___________________________________________________________________
 HA1019* NAD 83(1986)-  37 50 19.     (N)    087 35 30.     (W)     SCALED    
 HA1019* NAVD 88     -       121.58   (+/-2cm)     398.9    (feet)  VERTCON   
 HA1019  ___________________________________________________________________
 HA1019  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HA1019
 HA1019  VERT ORDER  -  THIRD (See Below)
 HA1019
 HA1019.The horizontal coordinates were scaled from a topographic map and have
 HA1019.an estimated accuracy of +/- 6 seconds.
 HA1019
 HA1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1019.The vertical order pertains to the NGVD 29 superseded value.
 HA1019
 HA1019.The geoid height was determined by GEOID03.
 HA1019
 HA1019;                    North         East    Units  Estimated Accuracy
 HA1019;SPC KY1Z     - 1,168,660.    1,337,910.      MT  (+/- 180 meters Scaled)
 HA1019
 HA1019                          SUPERSEDED SURVEY CONTROL
 HA1019
 HA1019  NGVD 29 (??/??/??)  121.68   (m)          399.2    (f) RESET       3  
 HA1019
 HA1019.Superseded values are not recommended for survey control.
 HA1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1019.See file dsdata.txt to determine how the superseded data were derived.
 HA1019
 HA1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG479880(NAD 83)
 HA1019_MARKER: DS = TRIANGULATION STATION DISK
 HA1019_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HA1019_SP_SET: SIDEWALK
 HA1019_STAMPING: HENDERSON 3 NO 6 1973
 HA1019_MARK LOGO: NGS   
 HA1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1019
 HA1019  HISTORY     - Date     Condition        Report By
 HA1019  HISTORY     - 1973     MONUMENTED       NGS
 HA1019  HISTORY     - 1985     GOOD             NGS
 HA1019
 HA1019                          STATION DESCRIPTION
 HA1019
 HA1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 HA1019'AT HENDERSON.
 HA1019'LOCATED AT THE SOUTHEAST SIDE OF THE HENDERSON COUNTY COURTHOUSE,
 HA1019'NEAR THE INTERSECTION OF S ELM AND FIRST STREETS, SET IN A DRILL
 HA1019'HOLE IN THE CONCRETE SIDEWALK ALONG THE SOUTHEAST SIDE OF THE
 HA1019'COURTHOUSE, 6 FEET SOUTHEAST OF THE EAST ENTRANCE, 2 FEET
 HA1019'SOUTHEAST OF THE SOUTHEAST WALL AND 6 INCHES SOUTH OF THE
 HA1019'SOUTHWEST EDGE OF THE BOTTOM CONCRETE STEP.
 HA1019
 HA1019                          STATION RECOVERY (1985)
 HA1019
 HA1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1201 ***********************************************************************
 HA1201  DESIGNATION -  HENDERSON 4
 HA1201  PID         -  HA1201
 HA1201  STATE/COUNTY-  KY/HENDERSON
 HA1201  USGS QUAD   -  HENDERSON (1993)
 HA1201
 HA1201                         *CURRENT SURVEY CONTROL
 HA1201  ___________________________________________________________________
 HA1201* NAD 83(1993)-  37 50 17.64891(N)    087 35 32.92233(W)     ADJUSTED  
 HA1201* NAVD 88     -       121.097  (meters)     397.30   (feet)  ADJUSTED  
 HA1201  ___________________________________________________________________
 HA1201  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 HA1201  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HA1201  DYNAMIC HT  -         121.014 (meters)     397.03  (feet)  COMP
 HA1201  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 HA1201
 HA1201  HORZ ORDER  -  THIRD
 HA1201  VERT ORDER  -  FIRST     CLASS II
 HA1201
 HA1201.The horizontal coordinates were established by classical geodetic methods
 HA1201.and adjusted by the National Geodetic Survey in October 1999..
 HA1201.No horizontal observational check was made to the station.
 HA1201
 HA1201.The orthometric height was determined by differential leveling
 HA1201.and adjusted by the National Geodetic Survey in June 1991..
 HA1201
 HA1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1201
 HA1201.The geoid height was determined by GEOID03.
 HA1201
 HA1201.The dynamic height is computed by dividing the NAVD 88
 HA1201.geopotential number by the normal gravity value computed on the
 HA1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1201.degrees latitude (g = 980.6199 gals.).
 HA1201
 HA1201.The modeled gravity was interpolated from observed gravity values.
 HA1201
 HA1201;                    North         East     Units Scale Factor Converg.
 HA1201;SPC KY1Z     - 1,168,618.433 1,337,841.671   MT  0.99990516   -1 07 52.4
 HA1201;SPC KY1Z     - 3,834,042.31  4,389,235.55   sFT  0.99990516   -1 07 52.4
 HA1201;SPC KY S     -   668,591.582   337,828.626   MT  0.99998403   -1 07 02.6
 HA1201;SPC KY S     - 2,193,537.55  1,108,359.42   sFT  0.99998403   -1 07 02.6
 HA1201;SPC IN W     -   287,661.769   855,183.827   MT  0.99999139   -0 18 44.4
 HA1201;SPC IN W     -   943,770.32  2,805,715.61   sFT  0.99999139   -0 18 44.4
 HA1201;UTM  16      - 4,188,032.544   447,867.689   MT  0.99963347   -0 21 48.4
 HA1201
 HA1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1201!SPC KY1Z     -   0.99998581  x   0.99990516  =   0.99989097
 HA1201!SPC KY S     -   0.99998581  x   0.99998403  =   0.99996984
 HA1201!SPC IN W     -   0.99998581  x   0.99999139  =   0.99997720
 HA1201!UTM  16      -   0.99998581  x   0.99963347  =   0.99961928
 HA1201
 HA1201|---------------------------------------------------------------------|
 HA1201| PID    Reference Object                     Distance      Geod. Az  |
 HA1201|                                                           dddmmss.s |
 HA1201| HA1018 HENDERSON 3 RM 5                                   03523     |
 HA1201| HA1017 HENDERSON 3                          56.765 METERS 04737     |
 HA1201| HA1682 HENDERSON 4 AZ MK                   237.477 METERS 11351     |
 HA1201| HA1202 HENDERSON 4 RM 7                      6.676 METERS 20202     |
 HA1201| HA1203 HENDERSON 4 RM 8                      4.898 METERS 30325     |
 HA1201|---------------------------------------------------------------------|
 HA1201
 HA1201                          SUPERSEDED SURVEY CONTROL
 HA1201
 HA1201  NAD 83(1993)-  37 50 17.65004(N)    087 35 32.92336(W) AD(       ) 3
 HA1201  NAD 83(1986)-  37 50 17.65586(N)    087 35 32.92509(W) AD(       ) 3
 HA1201  NAD 27      -  37 50 17.51207(N)    087 35 32.87548(W) AD(       ) 3
 HA1201  NGVD 29 (10/08/05)  121.20   (m)          397.6    (f) RESET       3  
 HA1201
 HA1201.Superseded values are not recommended for survey control.
 HA1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1201.See file dsdata.txt to determine how the superseded data were derived.
 HA1201
 HA1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4786888033(NAD 83)
 HA1201_MARKER: DS = TRIANGULATION STATION DISK
 HA1201_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HA1201+WITH SETTING: PAVEMENT
 HA1201_SP_SET: STEP
 HA1201_STAMPING: HENDERSON 4 1978
 HA1201_MARK LOGO: NGS   
 HA1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1201+STABILITY: SURFACE MOTION
 HA1201
 HA1201  HISTORY     - Date     Condition        Report By
 HA1201  HISTORY     - 1978     MONUMENTED       NGS
 HA1201  HISTORY     - 1978     GOOD             NGS
 HA1201  HISTORY     - 1978     GOOD             NGS
 HA1201  HISTORY     - 1985     GOOD             NGS
 HA1201  HISTORY     - 1989     GOOD             USPSQD
 HA1201
 HA1201                          STATION DESCRIPTION
 HA1201
 HA1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HA1201'THE STATION IS LOCATED IN THE PARK ABOUT 175 FEET SOUTH OF THE
 HA1201'HENDERSON COUNTY COURTHOUSE, A STANDARD DISK SET IN A DRILL HOLE
 HA1201'IN THE TOP CONCRET STEP LEADING TO THE FOUNTAIN ON THE SOUTHWEST
 HA1201'SIDE, STAMPED HENDERSON 4 1978, 2 FEET NORTHWEST OF A BRICK WALL, 42
 HA1201'FEET SOUTHWEST OF THE CENTER OF THE FOUNDTAIN AND 26 FEET
 HA1201'NORTHEAST OF A METAL LIGHT POLE.
 HA1201'
 HA1201'REFERENCE MARK 7 IS A STANDARD DISK, STAMPED HENDERSON 4 NO 7 1978,
 HA1201'SET IN A DRILL HOLE IN CONCRETE SIDEWALK, 12 FEET SOUTHEAST OF THE
 HA1201'METAL LIGHT POLE, 25 FEET WEST OF THE SOUTHEAST CORNER OF THE
 HA1201'PLATFORM AROUND THE FOUNTAIN AND 65 FEET SOUTHWEST OF THE CENTER
 HA1201'OF THE FOUNTAIN.
 HA1201'
 HA1201'REFERENCE MARK 8 IS A STANDARD DISK, STAMPED HENDERSON 4 NO 8 1978,
 HA1201'SET IN A DRILL HOLE IN THE TOP OF THE TOP CONCRETE STEP ON THE
 HA1201'SOUTHWEST SIDE OF THE FOUNTAIN, 29 FEET NORTH OF THE METAL LIGHT
 HA1201'POLE, 1 FOOT SOUTHEAST OF BRICK WALL AND 43 FEET SOUTHWEST OF THE
 HA1201'CENTER OF THE FOUNTAIN.
 HA1201'
 HA1201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HENDERSON.
 HA1201'
 HA1201'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HA1201
 HA1201                          STATION RECOVERY (1978)
 HA1201
 HA1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HA1201'THE STATION MARK AND REFERENCE MARKS 7 AND 8 WERE FOUND AS DESCRIBED
 HA1201'AND IN GOOD CONDITION.  THE DIRECTION BETWEEN THE MARKS CHECKED AS DID
 HA1201'THE DISTANCE TO THEM.  THE STATION WAS OCCUPIED AT THIS TIME FOR A
 HA1201'POLARIS OBSERVATION AND AN AZIMUTH MARK WAS SET.  THE 1978 DESCRIPTION
 HA1201'IS GOOD WITH THE ADDITION OF THE AZIMUTH MARK.
 HA1201'
 HA1201'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 HA1201'NORTHEAST EDGE OF CONCRETE SIDEWALK, 43 FEET NORTHEAST OF THE
 HA1201'CENTERLINE OF S GREEN STREET AND 17 FEET NORTH OF A FIRE HYDRANT.  THE
 HA1201'DISK IS STAMPED---HENDERSON 4 1978---.
 HA1201
 HA1201                          STATION RECOVERY (1978)
 HA1201
 HA1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 HA1201'IN HENDERSON.
 HA1201'ABOUT 175 FEET SOUTH OF THE HENDERSON COUNTY COURTHOUSE, FOUNTAIN
 HA1201'ON THE SOUTHWEST SIDE, 2 FEET NORTHWEST OF A BRICK WALL, 42 FEET
 HA1201'SOUTHWEST OF THE CENTER OF THE FOUNTAIN AND 26 FEET NORTHEAST OF A
 HA1201'METAL LIGHT POLE.
 HA1201
 HA1201                          STATION RECOVERY (1985)
 HA1201
 HA1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1201'RECOVERED IN GOOD CONDITION.
 HA1201
 HA1201                          STATION RECOVERY (1989)
 HA1201
 HA1201'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 HA1201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1682 ***********************************************************************
 HA1682  DESIGNATION -  HENDERSON 4 AZ MK
 HA1682  PID         -  HA1682
 HA1682  STATE/COUNTY-  KY/HENDERSON
 HA1682  USGS QUAD   -  HENDERSON (1993)
 HA1682
 HA1682                         *CURRENT SURVEY CONTROL
 HA1682  ___________________________________________________________________
 HA1682* NAD 83(1993)-  37 50 14.53533(N)    087 35 24.03906(W)     ADJUSTED  
 HA1682* NAVD 88     -       122.0    (meters)     400.     (feet)  VERTCON   
 HA1682  ___________________________________________________________________
 HA1682  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 HA1682  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HA1682
 HA1682  HORZ ORDER  -  THIRD
 HA1682
 HA1682.The horizontal coordinates were established by classical geodetic methods
 HA1682.and adjusted by the National Geodetic Survey in October 1999..
 HA1682.No horizontal observational check was made to the station.
 HA1682
 HA1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1682
 HA1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1682
 HA1682.The geoid height was determined by GEOID03.
 HA1682
 HA1682;                    North         East     Units Scale Factor Converg.
 HA1682;SPC KY1Z     - 1,168,518.180 1,338,056.924   MT  0.99990517   -1 07 46.9
 HA1682;SPC KY1Z     - 3,833,713.40  4,389,941.76   sFT  0.99990517   -1 07 46.9
 HA1682;SPC KY S     -   668,491.372   338,043.920   MT  0.99998389   -1 06 57.2
 HA1682;SPC KY S     - 2,193,208.78  1,109,065.76   sFT  0.99998389   -1 06 57.2
 HA1682;SPC IN W     -   287,564.593   855,400.510   MT  0.99999116   -0 18 38.9
 HA1682;SPC IN W     -   943,451.50  2,806,426.51   sFT  0.99999116   -0 18 38.9
 HA1682;UTM  16      - 4,187,935.210   448,084.207   MT  0.99963320   -0 21 43.0
 HA1682
 HA1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1682!SPC KY1Z     -   0.99998567  x   0.99990517  =   0.99989084
 HA1682!SPC KY S     -   0.99998567  x   0.99998389  =   0.99996956
 HA1682!SPC IN W     -   0.99998567  x   0.99999116  =   0.99997683
 HA1682!UTM  16      -   0.99998567  x   0.99963320  =   0.99961887
 HA1682
 HA1682                          SUPERSEDED SURVEY CONTROL
 HA1682
 HA1682  NAD 83(1993)-  37 50 14.53647(N)    087 35 24.04009(W) AD(       ) 3
 HA1682  NAD 83(1986)-  37 50 14.54230(N)    087 35 24.04182(W) AD(       ) 3
 HA1682  NAD 27      -  37 50 14.39840(N)    087 35 23.99251(W) AD(       ) 3
 HA1682  NGVD 29 (07/19/86)  122.1    (m)          401.     (f) VERT ANG       
 HA1682
 HA1682.Superseded values are not recommended for survey control.
 HA1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1682.See file dsdata.txt to determine how the superseded data were derived.
 HA1682
 HA1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4808487935(NAD 83)
 HA1682
 HA1682  HISTORY     - Date     Condition        Report By
 HA1682  HISTORY     - 1978     MONUMENTED       NGS
 HA1682
 HA1682                          STATION DESCRIPTION
 HA1682
 HA1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HA1682'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HENDERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1202 ***********************************************************************
 HA1202  DESIGNATION -  HENDERSON 4 RM 7
 HA1202  PID         -  HA1202
 HA1202  STATE/COUNTY-  KY/HENDERSON
 HA1202  USGS QUAD   -  HENDERSON (1993)
 HA1202
 HA1202                         *CURRENT SURVEY CONTROL
 HA1202  ___________________________________________________________________
 HA1202* NAD 83(1986)-  37 50 19.     (N)    087 35 30.     (W)     SCALED    
 HA1202* NAVD 88     -       120.59   (+/-2cm)     395.6    (feet)  VERTCON   
 HA1202  ___________________________________________________________________
 HA1202  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HA1202
 HA1202  VERT ORDER  -  THIRD (See Below)
 HA1202
 HA1202.The horizontal coordinates were scaled from a topographic map and have
 HA1202.an estimated accuracy of +/- 6 seconds.
 HA1202
 HA1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1202.The vertical order pertains to the NGVD 29 superseded value.
 HA1202
 HA1202.The geoid height was determined by GEOID03.
 HA1202
 HA1202;                    North         East    Units  Estimated Accuracy
 HA1202;SPC KY1Z     - 1,168,660.    1,337,910.      MT  (+/- 180 meters Scaled)
 HA1202
 HA1202                          SUPERSEDED SURVEY CONTROL
 HA1202
 HA1202  NGVD 29 (10/08/05)  120.69   (m)          396.0    (f) RESET       3  
 HA1202
 HA1202.Superseded values are not recommended for survey control.
 HA1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1202.See file dsdata.txt to determine how the superseded data were derived.
 HA1202
 HA1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG479880(NAD 83)
 HA1202_MARKER: DR = REFERENCE MARK DISK
 HA1202_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HA1202+WITH SETTING: PAVEMENT
 HA1202_SP_SET: STEP
 HA1202_STAMPING: HENDERSON 4 NO 7 1978
 HA1202_MARK LOGO: CGS   
 HA1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1202+STABILITY: SURFACE MOTION
 HA1202
 HA1202  HISTORY     - Date     Condition        Report By
 HA1202  HISTORY     - 1978     MONUMENTED       NGS
 HA1202  HISTORY     - 1985     GOOD             NGS
 HA1202
 HA1202                          STATION DESCRIPTION
 HA1202
 HA1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 HA1202'IN HENDERSON.
 HA1202'ABOUT 200 FEET SOUTH OF THE HENDERSON COUNTY COURTHOUSE, IN
 HA1202'CONCRETE SIDEWALK, 12 FEET SOUTHEAST OF A METAL LIGHT POLE,
 HA1202'25 FEET WEST OF THE SOUTHEAST CORNER OF THE PLATFORM AROUND THE
 HA1202'FOUNTAIN AND 65 FEET SOUTHWEST OF THE CENTER OF THE FOUNTAIN.
 HA1202
 HA1202                          STATION RECOVERY (1985)
 HA1202
 HA1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1203 ***********************************************************************
 HA1203  DESIGNATION -  HENDERSON 4 RM 8
 HA1203  PID         -  HA1203
 HA1203  STATE/COUNTY-  KY/HENDERSON
 HA1203  USGS QUAD   -  HENDERSON (1993)
 HA1203
 HA1203                         *CURRENT SURVEY CONTROL
 HA1203  ___________________________________________________________________
 HA1203* NAD 83(1986)-  37 50 19.     (N)    087 35 30.     (W)     SCALED    
 HA1203* NAVD 88     -       121.11   (+/-2cm)     397.3    (feet)  VERTCON   
 HA1203  ___________________________________________________________________
 HA1203  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HA1203
 HA1203  VERT ORDER  -  THIRD (See Below)
 HA1203
 HA1203.The horizontal coordinates were scaled from a topographic map and have
 HA1203.an estimated accuracy of +/- 6 seconds.
 HA1203
 HA1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1203.The vertical order pertains to the NGVD 29 superseded value.
 HA1203
 HA1203.The geoid height was determined by GEOID03.
 HA1203
 HA1203;                    North         East    Units  Estimated Accuracy
 HA1203;SPC KY1Z     - 1,168,660.    1,337,910.      MT  (+/- 180 meters Scaled)
 HA1203
 HA1203                          SUPERSEDED SURVEY CONTROL
 HA1203
 HA1203  NGVD 29 (10/08/05)  121.21   (m)          397.7    (f) RESET       3  
 HA1203
 HA1203.Superseded values are not recommended for survey control.
 HA1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1203.See file dsdata.txt to determine how the superseded data were derived.
 HA1203
 HA1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG479880(NAD 83)
 HA1203_MARKER: DR = REFERENCE MARK DISK
 HA1203_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HA1203_SP_SET: STEP
 HA1203_STAMPING: HENDERSON 4 NO 8 1978
 HA1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1203
 HA1203  HISTORY     - Date     Condition        Report By
 HA1203  HISTORY     - 1978     MONUMENTED       NGS
 HA1203  HISTORY     - 1985     MARK NOT FOUND   NGS
 HA1203
 HA1203                          STATION DESCRIPTION
 HA1203
 HA1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 HA1203'IN HENDERSON.
 HA1203'ABOUT 175 FEET SOUTH OF THE HENDERSON COUTN COURTHOUSE, IN THE TOP
 HA1203'CONCRETE STEP ON THE SOUTHWEST SIDE OF THE FOUNTAIN, 29 FEET
 HA1203'NORTH OF A METAL LIGHT POLE, 1 FOOT SOUTHEAST OF A BRICH WALL AND
 HA1203'43 FEET SOUTHWEST OF THE CENTER OF THE FOUNTAIN.
 HA1203'43 FEET SOUTHWEST OF THE CENTER OF THE FOUNTAIN.
 HA1203
 HA1203                          STATION RECOVERY (1985)
 HA1203
 HA1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1789 ***********************************************************************
 GC1789  DESIGNATION -  HENDERSON AZ
 GC1789  PID         -  GC1789
 GC1789  STATE/COUNTY-  KY/LYON
 GC1789  USGS QUAD   -  LAMASCO (1983)
 GC1789
 GC1789                         *CURRENT SURVEY CONTROL
 GC1789  ___________________________________________________________________
 GC1789* NAD 83(1986)-  36 57 35.     (N)    087 52 38.     (W)     SCALED    
 GC1789* NAVD 88     -       164.166  (meters)     538.60   (feet)  ADJUSTED  
 GC1789  ___________________________________________________________________
 GC1789  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC1789  DYNAMIC HT  -         164.039 (meters)     538.18  (feet)  COMP
 GC1789  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 GC1789
 GC1789  VERT ORDER  -  SECOND    CLASS 0
 GC1789
 GC1789.The horizontal coordinates were scaled from a topographic map and have
 GC1789.an estimated accuracy of +/- 6 seconds.
 GC1789
 GC1789.The orthometric height was determined by differential leveling
 GC1789.and adjusted by the National Geodetic Survey in June 1991..
 GC1789
 GC1789.The geoid height was determined by GEOID03.
 GC1789
 GC1789.The dynamic height is computed by dividing the NAVD 88
 GC1789.geopotential number by the normal gravity value computed on the
 GC1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1789.degrees latitude (g = 980.6199 gals.).
 GC1789
 GC1789.The modeled gravity was interpolated from observed gravity values.
 GC1789
 GC1789;                    North         East    Units  Estimated Accuracy
 GC1789;SPC KY1Z     - 1,071,680.    1,310,560.      MT  (+/- 180 meters Scaled)
 GC1789
 GC1789                          SUPERSEDED SURVEY CONTROL
 GC1789
 GC1789  NGVD 29 (??/??/92)  164.229  (m)          538.81   (f) ADJ UNCH    2 0
 GC1789
 GC1789.Superseded values are not recommended for survey control.
 GC1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1789.See file dsdata.txt to determine how the superseded data were derived.
 GC1789
 GC1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF219907(NAD 83)
 GC1789_MARKER: DB = BENCH MARK DISK
 GC1789_SETTING: 0 = UNSPECIFIED SETTING
 GC1789_STAMPING: HENDERSON 1953
 GC1789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1789
 GC1789  HISTORY     - Date     Condition        Report By
 GC1789  HISTORY     - 1953     MONUMENTED       CGS
 GC1789  HISTORY     - 1966     GOOD             PAS
 GC1789  HISTORY     - 20040417 MARK NOT FOUND   GEOCAC
 GC1789
 GC1789                          STATION DESCRIPTION
 GC1789
 GC1789'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 GC1789'7.5 MI N FROM CADIZ.
 GC1789'ABOUT 7 1/2 MILES NORTH OF CADIZ NEAR JUNCTION OF STATE HIGHWAYS
 GC1789'93 AND 139.  ABOUT 58 FEET WEST OF CENTER OF STATE HIGHWAY 139,
 GC1789'28 FEET NORTHEAST OF CENTER OF STATE HIGHWAY 93 AND 1 FOOT
 GC1789'SOUTH OF WHITE WITNESS POST AND PROJECTING ABOUT 2 INCHES.
 GC1789
 GC1789                          STATION RECOVERY (2004)
 GC1789
 GC1789'RECOVERY NOTE BY GEOCACHING 2004 (RCB)
 GC1789'A CONCRETE POST WITH A SHANK IN THE MIDDLE WAS FOUND AT THE LOCATION.
 GC1789'THE DISK HAS PROBABLY BEEN VANDALIZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1009 ***********************************************************************
 HA1009  DESIGNATION -  HENDERSON AZ MK 2
 HA1009  PID         -  HA1009
 HA1009  STATE/COUNTY-  KY/HENDERSON
 HA1009  USGS QUAD   -  HENDERSON (1993)
 HA1009
 HA1009                         *CURRENT SURVEY CONTROL
 HA1009  ___________________________________________________________________
 HA1009* NAD 83(1986)-  37 50 16.     (N)    087 35 35.     (W)     SCALED    
 HA1009* NAVD 88     -       120.408  (meters)     395.04   (feet)  ADJUSTED  
 HA1009  ___________________________________________________________________
 HA1009  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HA1009  DYNAMIC HT  -         120.325 (meters)     394.77  (feet)  COMP
 HA1009  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 HA1009
 HA1009  VERT ORDER  -  FIRST     CLASS II
 HA1009
 HA1009.The horizontal coordinates were scaled from a topographic map and have
 HA1009.an estimated accuracy of +/- 6 seconds.
 HA1009
 HA1009.The orthometric height was determined by differential leveling
 HA1009.and adjusted by the National Geodetic Survey in June 1991..
 HA1009
 HA1009.The geoid height was determined by GEOID03.
 HA1009
 HA1009.The dynamic height is computed by dividing the NAVD 88
 HA1009.geopotential number by the normal gravity value computed on the
 HA1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1009.degrees latitude (g = 980.6199 gals.).
 HA1009
 HA1009.The modeled gravity was interpolated from observed gravity values.
 HA1009
 HA1009;                    North         East    Units  Estimated Accuracy
 HA1009;SPC KY1Z     - 1,168,570.    1,337,790.      MT  (+/- 180 meters Scaled)
 HA1009
 HA1009                          SUPERSEDED SURVEY CONTROL
 HA1009
 HA1009  NGVD 29 (??/??/92)  120.509  (m)          395.37   (f) ADJ UNCH    1 2
 HA1009
 HA1009.Superseded values are not recommended for survey control.
 HA1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1009.See file dsdata.txt to determine how the superseded data were derived.
 HA1009
 HA1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG478879(NAD 83)
 HA1009_MARKER: DZ = AZIMUTH MARK DISK
 HA1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1009_SP_SET: CONCRETE POST
 HA1009_STAMPING: HENDERSON NO 2 1938
 HA1009_MARK LOGO: CGS   
 HA1009_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1009+STABILITY: SURFACE MOTION
 HA1009
 HA1009  HISTORY     - Date     Condition        Report By
 HA1009  HISTORY     - 1938     MONUMENTED       CGS
 HA1009  HISTORY     - 1969     GOOD             NGS
 HA1009  HISTORY     - 1985     GOOD             NGS
 HA1009  HISTORY     - 19930801 GOOD             KYDT
 HA1009
 HA1009                          STATION DESCRIPTION
 HA1009
 HA1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 HA1009'AT HENDERSON.
 HA1009'THIS MARK IS ACROSS THE CITY PARK ABOUT 0.15 OF A MILE
 HA1009'SOUTHWEST OF THE HENDERSON 2 1938 1969 TRIANGULATION STATION SITE,
 HA1009'ALONG THE SOUTH SIDE OF WASHINGTON STREET, 258 FEET WEST OF THE
 HA1009'WEST CURB LINE OF S. ELM STREET, 207 FEET EAST OF THE EAST CURB
 HA1009'LINE OF S. MAIN STREET, 41 FEET NORTHWEST OF THE NORTHEAST
 HA1009'CORNER OF HOUSE NO. 218, 25.5 FEET WEST OF A POWERLINE POLE, 23
 HA1009'FEET SOUTH OF THE APPROXIMATE CENTER OF WASHINGTON STREET, AND
 HA1009'BETWEEN THE CURB AND THE SIDEWALK.  IT IS A STANDARD AZIMUTH MARK
 HA1009'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 HA1009'MONUMENT AND THE DISK IS STAMPED HENDERSON NO 2 1938.
 HA1009
 HA1009                          STATION RECOVERY (1985)
 HA1009
 HA1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1009'RECOVERED IN GOOD CONDITION.
 HA1009
 HA1009                          STATION RECOVERY (1993)
 HA1009
 HA1009'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 HA1009'IN HENDERSON, AT THE INTERSECTION OF SOUTH MAIN STREET AND WASHINGTON
 HA1009'STREET, IN FRONT OF HOUSE NO 220 WASHINGTON STREET, 1 FOOT (0.3 M)
 HA1009'SOUTHWEST OF SOUTHWEST CURB OF WASHINGTON STREET, BETWEEN CURB AND
 HA1009'SIDEWALK, ABOUT 2 INCHES ABOVE CONCRETE CURB AND SET IN THE TOP OF A
 HA1009'CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1672 ***********************************************************************
 HA1672  DESIGNATION -  HENDERSON BLACK STANDPIPE
 HA1672  PID         -  HA1672
 HA1672  STATE/COUNTY-  KY/HENDERSON
 HA1672  USGS QUAD   -  HENDERSON (1993)
 HA1672
 HA1672                         *CURRENT SURVEY CONTROL
 HA1672  ___________________________________________________________________
 HA1672* NAD 83(1993)-  37 51 17.26741(N)    087 34 53.40738(W)     ADJUSTED  
 HA1672* NAVD 88     -                                                        
 HA1672  ___________________________________________________________________
 HA1672  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HA1672  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HA1672
 HA1672  HORZ ORDER  -  THIRD
 HA1672
 HA1672.The horizontal coordinates were established by classical geodetic methods
 HA1672.and adjusted by the National Geodetic Survey in October 1999..
 HA1672
 HA1672
 HA1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1672
 HA1672.The geoid height was determined by GEOID03.
 HA1672
 HA1672;                    North         East     Units Scale Factor Converg.
 HA1672;SPC KY1Z     - 1,170,437.019 1,338,843.657   MT  0.99990501   -1 07 28.1
 HA1672;SPC KY1Z     - 3,840,008.79  4,392,522.90   sFT  0.99990501   -1 07 28.1
 HA1672;SPC KY S     -   670,410.555   338,830.255   MT  0.99998661   -1 06 38.7
 HA1672;SPC KY S     - 2,199,505.30  1,111,645.59   sFT  0.99998661   -1 06 38.7
 HA1672;SPC IN W     -   289,494.645   856,159.806   MT  0.99999033   -0 18 20.6
 HA1672;SPC IN W     -   949,783.68  2,808,917.63   sFT  0.99999033   -0 18 20.6
 HA1672;UTM  16      - 4,189,863.893   448,844.953   MT  0.99963223   -0 21 24.7
 HA1672
 HA1672                          SUPERSEDED SURVEY CONTROL
 HA1672
 HA1672  NAD 83(1993)-  37 51 17.26920(N)    087 34 53.40768(W) AD(       ) 4
 HA1672  NAD 83(1986)-  37 51 17.27708(N)    087 34 53.40939(W) AD(       ) 4
 HA1672  NAD 27      -  37 51 17.12700(N)    087 34 53.36100(W) AD(       ) 3
 HA1672
 HA1672.Superseded values are not recommended for survey control.
 HA1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1672.See file dsdata.txt to determine how the superseded data were derived.
 HA1672
 HA1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4884589864(NAD 83)
 HA1672_MARKER: 52 = STANDPIPE TANK
 HA1672
 HA1672  HISTORY     - Date     Condition        Report By
 HA1672  HISTORY     - 1934     FIRST OBSERVED   CGS
 HA1672  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 HA1672
 HA1672                          STATION DESCRIPTION
 HA1672
 HA1672'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2911 ***********************************************************************
 DH2911  DESIGNATION -  HENDERSON CORPS OF DISCOVERY
 DH2911  PID         -  DH2911
 DH2911  STATE/COUNTY-  KY/HENDERSON
 DH2911  USGS QUAD   -  HENDERSON (1993)
 DH2911
 DH2911                         *CURRENT SURVEY CONTROL
 DH2911  ___________________________________________________________________
 DH2911* NAD 83(1993)-  37 50 29.89798(N)    087 35 35.83095(W)     ADJUSTED  
 DH2911* NAVD 88     -       117.7    (meters)     386.     (feet)  GPS OBS   
 DH2911  ___________________________________________________________________
 DH2911  X           -     211,781.937 (meters)                     COMP
 DH2911  Y           -  -5,038,851.972 (meters)                     COMP
 DH2911  Z           -   3,891,631.275 (meters)                     COMP
 DH2911  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DH2911  ELLIP HEIGHT-          87.02  (meters)          (05/04/05) GPS OBS
 DH2911  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 DH2911
 DH2911  HORZ ORDER  -  B
 DH2911  ELLP ORDER  -  FOURTH    CLASS II
 DH2911
 DH2911.The horizontal coordinates were established by GPS observations
 DH2911.and adjusted by the National Geodetic Survey in May 2005..
 DH2911
 DH2911.The orthometric height was determined by GPS observations and a
 DH2911.high-resolution geoid model.
 DH2911
 DH2911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2911
 DH2911.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2911
 DH2911.The ellipsoidal height was determined by GPS observations
 DH2911.and is referenced to NAD 83.
 DH2911
 DH2911.The geoid height was determined by GEOID03.
 DH2911
 DH2911;                    North         East     Units Scale Factor Converg.
 DH2911;SPC KY1Z     - 1,168,997.385 1,337,778.030   MT  0.99990513   -1 07 54.1
 DH2911;SPC KY1Z     - 3,835,285.59  4,389,026.75   sFT  0.99990513   -1 07 54.1
 DH2911;SPC KY S     -   668,970.549   337,764.888   MT  0.99998455   -1 07 04.4
 DH2911;SPC KY S     - 2,194,780.88  1,108,150.30   sFT  0.99998455   -1 07 04.4
 DH2911;UTM  16      - 4,188,410.506   447,798.995   MT  0.99963356   -0 21 50.3
 DH2911
 DH2911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2911!SPC KY1Z     -   0.99998635  x   0.99990513  =   0.99989148
 DH2911!SPC KY S     -   0.99998635  x   0.99998455  =   0.99997090
 DH2911!UTM  16      -   0.99998635  x   0.99963356  =   0.99961991
 DH2911
 DH2911                          SUPERSEDED SURVEY CONTROL
 DH2911
 DH2911.No superseded survey control is available for this station.
 DH2911
 DH2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4779988411(NAD 83)
 DH2911_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DH2911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2911_STAMPING: CORPS OF DISCOVERY II 200 YEARS TO THE FUTURE
 DH2911_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2911+STABILITY: SURFACE MOTION
 DH2911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2911+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 DH2911
 DH2911  HISTORY     - Date     Condition        Report By
 DH2911  HISTORY     - 20030603 MONUMENTED       KYDT
 DH2911
 DH2911                          STATION DESCRIPTION
 DH2911
 DH2911'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (MW)
 DH2911'THE MARK IS LOCATED IN THE CITY OF HENDERSON, KENTUCKY.  TO REACH THE
 DH2911'STATION FROM THE INTERSECTION OF SECOND STREET AND WATER STREET IN THE
 DH2911'CITY OF HENDERSON, GO TO THE NORTHWEST CORNER OF SAID INTERSECTION AND
 DH2911'THE MONUMENT IS LOCATED BETWEEN TWO SIDEWALKS THAT LEAD DOWN TO THE
 DH2911'OHIO RIVER.
 DH2911' 
 DH2911'THE STATION IS A 4 INCH IN DIAMETER COMMERATIVE BRASS DISK SET IN
 DH2911'CONCRETE WITH A PIECE OF REBAR.  THE MARK IS 26 FEET WEST OF THE
 DH2911'SOUTHERN MOST POLE IN A ROW OF FLAG POLES, 38 FEET EAST OF A LIGHT
 DH2911'POLE, AND 8 FEET NORTHEAST OF A WATER VALVE AND METER.
 DH2911' 
 DH2911'THE DISK IS INSCRIBED WITH THE LEWIS AND CLARK PEACE MEDAL DESIGN AND
 DH2911'THE INSCRIPTION--CORPS OF DISCOVERY II 200 YEARS TO THE FUTURE--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1673 ***********************************************************************
 HA1673  DESIGNATION -  HENDERSON CTHSE CUPOLA 1934
 HA1673  PID         -  HA1673
 HA1673  STATE/COUNTY-  KY/HENDERSON
 HA1673  USGS QUAD   -  HENDERSON (1993)
 HA1673
 HA1673                         *CURRENT SURVEY CONTROL
 HA1673  ___________________________________________________________________
 HA1673* NAD 83(1993)-  37 50 19.81897(N)    087 35 31.08819(W)     ADJUSTED  
 HA1673* NAVD 88     -                                                        
 HA1673  ___________________________________________________________________
 HA1673  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 HA1673  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HA1673
 HA1673  HORZ ORDER  -  THIRD
 HA1673
 HA1673.The horizontal coordinates were established by classical geodetic methods
 HA1673.and adjusted by the National Geodetic Survey in October 1999..
 HA1673
 HA1673
 HA1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1673
 HA1673.The geoid height was determined by GEOID03.
 HA1673
 HA1673;                    North         East     Units Scale Factor Converg.
 HA1673;SPC KY1Z     - 1,168,684.435 1,337,887.826   MT  0.99990516   -1 07 51.2
 HA1673;SPC KY1Z     - 3,834,258.85  4,389,386.98   sFT  0.99990516   -1 07 51.2
 HA1673;SPC KY S     -   668,657.600   337,874.768   MT  0.99998412   -1 07 01.5
 HA1673;SPC KY S     - 2,193,754.14  1,108,510.80   sFT  0.99998412   -1 07 01.5
 HA1673;SPC IN W     -   287,728.429   855,229.038   MT  0.99999135   -0 18 43.3
 HA1673;SPC IN W     -   943,989.02  2,805,863.94   sFT  0.99999135   -0 18 43.3
 HA1673;UTM  16      - 4,188,099.140   447,912.943   MT  0.99963342   -0 21 47.3
 HA1673
 HA1673                          SUPERSEDED SURVEY CONTROL
 HA1673
 HA1673  NAD 83(1993)-  37 50 19.82010(N)    087 35 31.08922(W) AD(       ) 4
 HA1673  NAD 83(1986)-  37 50 19.82648(N)    087 35 31.09168(W) AD(       ) 4
 HA1673  NAD 27      -  37 50 19.68200(N)    087 35 31.04100(W) AD(       ) 3
 HA1673
 HA1673.Superseded values are not recommended for survey control.
 HA1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1673.See file dsdata.txt to determine how the superseded data were derived.
 HA1673
 HA1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4791388099(NAD 83)
 HA1673_MARKER: 86 = CUPOLA
 HA1673
 HA1673  HISTORY     - Date     Condition        Report By
 HA1673  HISTORY     - 1934     FIRST OBSERVED   CGS
 HA1673  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 HA1673
 HA1673                          STATION DESCRIPTION
 HA1673
 HA1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLP)
 HA1673'THE OLD HENDERSON ASTRONOMIC PIER IS NO LONGER IN EXISTENCE,
 HA1673'AND CAN BE
 HA1673'CONNECTED TO BY MEANS OF THE SPIKE ON THE CUPOLA OF THE HENDERSON
 HA1673'COUNTY COURTHOUSE, WHICH POSITION WITH
 HA1673'RESPECT TO THE OLD ASTRONOMIC PIER IS KNOWN.  THE CUPOLA OF THE
 HA1673'COURTHOUSE IS ABOUT 10 FEET IN DIAMETER, OCTAGONAL, AND HAS A
 HA1673'CLOCK IN ALTERNATE FACES OF THE OCTAGON.  THE INTERMEDIATE FACES ARE
 HA1673'OCCUPIED BY DOUBLE LATTICED WINDOWS.  THE OCTAGONAL SECTION IS
 HA1673'SURMOUNTED BY A ROUNDED DOME OF RED TIN, WHICH CARRIES AT ITS HIGHEST
 HA1673'POINT AN URN-SHAPED FIGURE, LARGE AT THE BOTTOM AND TAPERING AT THE
 HA1673'TOP, AND SURMOUNTED BY A SPIKE AT THE EXTREME TIP.  THE CUPOLA IS
 HA1673'NOT A CONSPICUOUS FIGURE ON THE SKYLINE AND IS MUCH LOWER THAN MANY
 HA1673'OF THE OTHER FEATURES.  THIS IS AN INTERSECTION STATION.
 HA1673
 HA1673                          STATION RECOVERY (1989)
 HA1673
 HA1673'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 HA1673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1674 ***********************************************************************
 HA1674  DESIGNATION -  HENDERSON HOLY NAME CATH SPIRE
 HA1674  PID         -  HA1674
 HA1674  STATE/COUNTY-  KY/HENDERSON
 HA1674  USGS QUAD   -  HENDERSON (1993)
 HA1674
 HA1674                         *CURRENT SURVEY CONTROL
 HA1674  ___________________________________________________________________
 HA1674* NAD 83(1993)-  37 50 20.32272(N)    087 35 11.98869(W)     ADJUSTED  
 HA1674* NAVD 88     -                                                        
 HA1674  ___________________________________________________________________
 HA1674  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 HA1674  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HA1674
 HA1674  HORZ ORDER  -  THIRD
 HA1674
 HA1674.The horizontal coordinates were established by classical geodetic methods
 HA1674.and adjusted by the National Geodetic Survey in October 1999..
 HA1674
 HA1674
 HA1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1674
 HA1674.The geoid height was determined by GEOID03.
 HA1674
 HA1674;                    North         East     Units Scale Factor Converg.
 HA1674;SPC KY1Z     - 1,168,690.759 1,338,355.002   MT  0.99990515   -1 07 39.5
 HA1674;SPC KY1Z     - 3,834,279.60  4,390,919.70   sFT  0.99990515   -1 07 39.5
 HA1674;SPC KY S     -   668,664.037   338,341.980   MT  0.99998414   -1 06 49.9
 HA1674;SPC KY S     - 2,193,775.26  1,110,043.65   sFT  0.99998414   -1 06 49.9
 HA1674;UTM  16      - 4,188,111.720   448,379.866   MT  0.99963282   -0 21 35.6
 HA1674
 HA1674                          SUPERSEDED SURVEY CONTROL
 HA1674
 HA1674  NAD 83(1993)-  37 50 20.32295(N)    087 35 11.98805(W) AD(       ) 4
 HA1674  NAD 83(1986)-  37 50 20.32900(N)    087 35 11.99126(W) AD(       ) 4
 HA1674  NAD 27      -  37 50 20.17943(N)    087 35 11.90962(W) AD(       ) 3
 HA1674
 HA1674.Superseded values are not recommended for survey control.
 HA1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1674.See file dsdata.txt to determine how the superseded data were derived.
 HA1674
 HA1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4838088112(NAD 83)
 HA1674_MARKER: 90 = CHURCH SPIRE
 HA1674
 HA1674  HISTORY     - Date     Condition        Report By
 HA1674  HISTORY     - 1960     FIRST OBSERVED   CGS
 HA1674  HISTORY     - 1989     GOOD             USPSQD
 HA1674
 HA1674                          STATION DESCRIPTION
 HA1674
 HA1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1674'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE LOCATED ON THE HOLY
 HA1674'NAME CATHOLIC CHURCH AT THE INTERSECTION OF SECOND AND INGRAM
 HA1674'STREETS IN HENDERSON.  THE SPIRE HAS A GREEN ROOF WITH A WHITE TIP ON
 HA1674'THE TOP.  THE OVERALL HEIGHT OF THE CHURCH AND SPIRE IS
 HA1674'APPROXIMATELY 90 FEET.
 HA1674
 HA1674                          STATION RECOVERY (1989)
 HA1674
 HA1674'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 HA1674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1675 ***********************************************************************
 HA1675  DESIGNATION -  HENDERSON HOSIERY CO STACK
 HA1675  PID         -  HA1675
 HA1675  STATE/COUNTY-  KY/HENDERSON
 HA1675  USGS QUAD   -  HENDERSON (1993)
 HA1675
 HA1675                         *CURRENT SURVEY CONTROL
 HA1675  ___________________________________________________________________
 HA1675* NAD 83(1993)-  37 49 47.10208(N)    087 34 41.24991(W)     ADJUSTED  
 HA1675* NAVD 88     -                                                        
 HA1675  ___________________________________________________________________
 HA1675  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 HA1675  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HA1675
 HA1675  HORZ ORDER  -  THIRD
 HA1675
 HA1675.The horizontal coordinates were established by classical geodetic methods
 HA1675.and adjusted by the National Geodetic Survey in October 1999..
 HA1675
 HA1675
 HA1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1675
 HA1675.The geoid height was determined by GEOID03.
 HA1675
 HA1675;                    North         East     Units Scale Factor Converg.
 HA1675;SPC KY1Z     - 1,167,652.055 1,339,086.323   MT  0.99990527   -1 07 20.6
 HA1675;SPC KY1Z     - 3,830,871.78  4,393,319.04   sFT  0.99990527   -1 07 20.6
 HA1675;SPC KY S     -   667,625.427   339,073.607   MT  0.99998274   -1 06 31.3
 HA1675;SPC KY S     - 2,190,367.76  1,112,443.99   sFT  0.99998274   -1 06 31.3
 HA1675;UTM  16      - 4,187,083.190   449,124.837   MT  0.99963188   -0 21 16.5
 HA1675
 HA1675                          SUPERSEDED SURVEY CONTROL
 HA1675
 HA1675  NAD 83(1993)-  37 49 47.10245(N)    087 34 41.24979(W) AD(       ) 4
 HA1675  NAD 83(1986)-  37 49 47.10857(N)    087 34 41.25316(W) AD(       ) 4
 HA1675  NAD 27      -  37 49 46.96609(N)    087 34 41.19737(W) AD(       ) 3
 HA1675
 HA1675.Superseded values are not recommended for survey control.
 HA1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1675.See file dsdata.txt to determine how the superseded data were derived.
 HA1675
 HA1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4912587083(NAD 83)
 HA1675_MARKER: 63 = STACK
 HA1675
 HA1675  HISTORY     - Date     Condition        Report By
 HA1675  HISTORY     - 1960     FIRST OBSERVED   CGS
 HA1675  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 HA1675
 HA1675                          STATION DESCRIPTION
 HA1675
 HA1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1675'THE STATION IS THE CENTER OF THE TOP OF THE STACK LOCATED IN THE
 HA1675'SOUTHEAST SECTION OF HENDERSON JUST NORTHWEST OF THE INTERSECTION
 HA1675'OF FRANCIS AND WASHINGTON STREETS.  THE STACK IS RED BRICK WITH
 HA1675'SEVERAL BLACK BANDS AROUND IT.  THE HEIGHT IS APPROXIMATELY 120
 HA1675'FEET.  THE STACK IS OWNED BY THE BEAR BRAND HOSIERY COMPANY.
 HA1675
 HA1675                          STATION RECOVERY (1989)
 HA1675
 HA1675'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 HA1675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1676 ***********************************************************************
 HA1676  DESIGNATION -  HENDERSON NICHOLSON MILLS TANK
 HA1676  PID         -  HA1676
 HA1676  STATE/COUNTY-  KY/HENDERSON
 HA1676  USGS QUAD   -  HENDERSON (1993)
 HA1676
 HA1676                         *CURRENT SURVEY CONTROL
 HA1676  ___________________________________________________________________
 HA1676* NAD 83(1993)-  37 49 26.28462(N)    087 35 05.89372(W)     ADJUSTED  
 HA1676* NAVD 88     -                                                        
 HA1676  ___________________________________________________________________
 HA1676  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 HA1676  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HA1676
 HA1676  HORZ ORDER  -  THIRD
 HA1676
 HA1676.The horizontal coordinates were established by classical geodetic methods
 HA1676.and adjusted by the National Geodetic Survey in October 1999..
 HA1676
 HA1676
 HA1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1676
 HA1676.The geoid height was determined by GEOID03.
 HA1676
 HA1676;                    North         East     Units Scale Factor Converg.
 HA1676;SPC KY1Z     - 1,167,022.233 1,338,471.234   MT  0.99990536   -1 07 35.8
 HA1676;SPC KY1Z     - 3,828,805.44  4,391,301.04   sFT  0.99990536   -1 07 35.8
 HA1676;SPC KY S     -   666,995.410   338,458.621   MT  0.99998187   -1 06 46.2
 HA1676;SPC KY S     - 2,188,300.77  1,110,426.33   sFT  0.99998187   -1 06 46.2
 HA1676;SPC IN W     -   286,074.594   855,836.195   MT  0.99999068   -0 18 27.5
 HA1676;SPC IN W     -   938,563.06  2,807,855.92   sFT  0.99999068   -0 18 27.5
 HA1676;UTM  16      - 4,186,445.356   448,518.408   MT  0.99963264   -0 21 31.4
 HA1676
 HA1676                          SUPERSEDED SURVEY CONTROL
 HA1676
 HA1676  NAD 83(1993)-  37 49 26.28520(N)    087 35 05.89454(W) AD(       ) 4
 HA1676  NAD 83(1986)-  37 49 26.29407(N)    087 35 05.89795(W) AD(       ) 4
 HA1676  NAD 27      -  37 49 26.14200(N)    087 35 05.84700(W) AD(       ) 3
 HA1676
 HA1676.Superseded values are not recommended for survey control.
 HA1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1676.See file dsdata.txt to determine how the superseded data were derived.
 HA1676
 HA1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4851886445(NAD 83)
 HA1676_MARKER: 51 = TANK
 HA1676
 HA1676  HISTORY     - Date     Condition        Report By
 HA1676  HISTORY     - 1934     FIRST OBSERVED   CGS
 HA1676  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 HA1676
 HA1676                          STATION DESCRIPTION
 HA1676
 HA1676'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1677 ***********************************************************************
 HA1677  DESIGNATION -  HENDERSON POWER PLT BRICK STK
 HA1677  PID         -  HA1677
 HA1677  STATE/COUNTY-  KY/HENDERSON
 HA1677  USGS QUAD   -  HENDERSON (1993)
 HA1677
 HA1677                         *CURRENT SURVEY CONTROL
 HA1677  ___________________________________________________________________
 HA1677* NAD 83(1993)-  37 50 35.13092(N)    087 35 19.66594(W)     ADJUSTED  
 HA1677* NAVD 88     -                                                        
 HA1677  ___________________________________________________________________
 HA1677  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 HA1677  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HA1677
 HA1677  HORZ ORDER  -  THIRD
 HA1677
 HA1677.The horizontal coordinates were established by classical geodetic methods
 HA1677.and adjusted by the National Geodetic Survey in October 1999..
 HA1677
 HA1677
 HA1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1677
 HA1677.The geoid height was determined by GEOID03.
 HA1677
 HA1677;                    North         East     Units Scale Factor Converg.
 HA1677;SPC KY1Z     - 1,169,150.882 1,338,176.333   MT  0.99990511   -1 07 44.2
 HA1677;SPC KY1Z     - 3,835,789.19  4,390,333.52   sFT  0.99990511   -1 07 44.2
 HA1677;SPC KY S     -   669,124.154   338,163.186   MT  0.99998478   -1 06 54.6
 HA1677;SPC KY S     - 2,195,284.83  1,109,457.05   sFT  0.99998478   -1 06 54.6
 HA1677;SPC IN W     -   288,198.992   855,510.874   MT  0.99999104   -0 18 36.4
 HA1677;SPC IN W     -   945,532.86  2,806,788.59   sFT  0.99999104   -0 18 36.4
 HA1677;UTM  16      - 4,188,569.283   448,195.098   MT  0.99963305   -0 21 40.4
 HA1677
 HA1677                          SUPERSEDED SURVEY CONTROL
 HA1677
 HA1677  NAD 83(1993)-  37 50 35.13209(N)    087 35 19.66691(W) AD(       ) 4
 HA1677  NAD 83(1986)-  37 50 35.13872(N)    087 35 19.66928(W) AD(       ) 4
 HA1677  NAD 27      -  37 50 34.99300(N)    087 35 19.61900(W) AD(       ) 3
 HA1677
 HA1677.Superseded values are not recommended for survey control.
 HA1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1677.See file dsdata.txt to determine how the superseded data were derived.
 HA1677
 HA1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4819588569(NAD 83)
 HA1677_MARKER: 63 = STACK
 HA1677
 HA1677  HISTORY     - Date     Condition        Report By
 HA1677  HISTORY     - 1934     FIRST OBSERVED   CGS
 HA1677  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 HA1677
 HA1677                          STATION DESCRIPTION
 HA1677
 HA1677'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1679 ***********************************************************************
 HA1679  DESIGNATION -  HENDERSON RADIO K11 450 MAST
 HA1679  PID         -  HA1679
 HA1679  STATE/COUNTY-  KY/HENDERSON
 HA1679  USGS QUAD   -  HENDERSON (1993)
 HA1679
 HA1679                         *CURRENT SURVEY CONTROL
 HA1679  ___________________________________________________________________
 HA1679* NAD 83(1993)-  37 49 10.36501(N)    087 36 13.89666(W)     ADJUSTED  
 HA1679* NAVD 88     -                                                        
 HA1679  ___________________________________________________________________
 HA1679  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 HA1679  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HA1679
 HA1679  HORZ ORDER  -  THIRD
 HA1679
 HA1679.The horizontal coordinates were established by classical geodetic methods
 HA1679.and adjusted by the National Geodetic Survey in December 1995..
 HA1679
 HA1679
 HA1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1679
 HA1679.The geoid height was determined by GEOID03.
 HA1679
 HA1679;                    North         East     Units Scale Factor Converg.
 HA1679;SPC KY1Z     - 1,166,564.416 1,336,798.880   MT  0.99990543   -1 08 17.5
 HA1679;SPC KY1Z     - 3,827,303.42  4,385,814.33   sFT  0.99990543   -1 08 17.5
 HA1679;SPC KY S     -   666,537.154   336,786.250   MT  0.99998121   -1 07 27.5
 HA1679;SPC KY S     - 2,186,797.31  1,104,939.56   sFT  0.99998121   -1 07 27.5
 HA1679;UTM  16      - 4,185,965.298   446,852.792   MT  0.99963479   -0 22 13.0
 HA1679
 HA1679                          SUPERSEDED SURVEY CONTROL
 HA1679
 HA1679  NAD 83(1986)-  37 49 10.37115(N)    087 36 13.90004(W) AD(       ) 4
 HA1679  NAD 27      -  37 49 10.19211(N)    087 36 13.89518(W) AD(       ) 3
 HA1679
 HA1679.Superseded values are not recommended for survey control.
 HA1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1679.See file dsdata.txt to determine how the superseded data were derived.
 HA1679
 HA1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4685385965(NAD 83)
 HA1679_MARKER: 42 = RADIO/TV MAST
 HA1679
 HA1679  HISTORY     - Date     Condition        Report By
 HA1679  HISTORY     - 1960     FIRST OBSERVED   CGS
 HA1679
 HA1679                          STATION DESCRIPTION
 HA1679
 HA1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1679'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED ON THE EAST
 HA1679'SIDE OF ALTERNATE U.S. HIGHWAY 41 AND AT THE EAST END OF A FOOTBALL
 HA1679'FIELD IN THE SOUTHERN SECTION OF HENDERSON.  THE MAST IS A UNIFORM
 HA1679'CROSS SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES AND
 HA1679'PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE AND WHITE.  THE
 HA1679'HEIGHT IS 280 FEET.  THE MAST IS OWNED AND OPERATED BY THE
 HA1679'HALLIBURTON OIL WELL CEMENTING COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1678 ***********************************************************************
 HA1678  DESIGNATION -  HENDERSON RADIO KIN 531 TOWER
 HA1678  PID         -  HA1678
 HA1678  STATE/COUNTY-  KY/HENDERSON
 HA1678  USGS QUAD   -  HENDERSON (1993)
 HA1678
 HA1678                         *CURRENT SURVEY CONTROL
 HA1678  ___________________________________________________________________
 HA1678* NAD 83(1993)-  37 48 09.39402(N)    087 37 14.68161(W)     ADJUSTED  
 HA1678* NAVD 88     -                                                        
 HA1678  ___________________________________________________________________
 HA1678  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HA1678  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HA1678
 HA1678  HORZ ORDER  -  THIRD
 HA1678
 HA1678.The horizontal coordinates were established by classical geodetic methods
 HA1678.and adjusted by the National Geodetic Survey in December 1995..
 HA1678
 HA1678
 HA1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1678
 HA1678.The geoid height was determined by GEOID03.
 HA1678
 HA1678;                    North         East     Units Scale Factor Converg.
 HA1678;SPC KY1Z     - 1,164,714.815 1,335,274.987   MT  0.99990577   -1 08 54.8
 HA1678;SPC KY1Z     - 3,821,235.19  4,380,814.69   sFT  0.99990577   -1 08 54.8
 HA1678;SPC KY S     -   664,687.044   335,262.695   MT  0.99997876   -1 08 04.3
 HA1678;SPC KY S     - 2,180,727.41  1,099,941.03   sFT  0.99997876   -1 08 04.3
 HA1678;UTM  16      - 4,184,095.942   445,354.232   MT  0.99963678   -0 22 49.8
 HA1678
 HA1678                          SUPERSEDED SURVEY CONTROL
 HA1678
 HA1678  NAD 83(1986)-  37 48 09.40021(N)    087 37 14.68497(W) AD(       ) 4
 HA1678  NAD 27      -  37 48 09.24927(N)    087 37 14.63377(W) AD(       ) 3
 HA1678
 HA1678.Superseded values are not recommended for survey control.
 HA1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1678.See file dsdata.txt to determine how the superseded data were derived.
 HA1678
 HA1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4535484096(NAD 83)
 HA1678_MARKER: 43 = RADIO/TV TOWER
 HA1678
 HA1678  HISTORY     - Date     Condition        Report By
 HA1678  HISTORY     - 1962     FIRST OBSERVED   CGS
 HA1678
 HA1678                          STATION DESCRIPTION
 HA1678
 HA1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1678'THE STATION IS THE POLE AT THE TOP OF A 3 LEGGED STEEL GUYED
 HA1678'STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE
 HA1678'AND WHITE, LOCATED ABOUT 3 MILES SOUTHWEST OF HENDERSON AND ON
 HA1678'PROPERTY OWNED BY OILFIELD CONTRACTOR INCORPORATED.
 HA1678'
 HA1678'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 41A AND 60, ABOUT 2.5
 HA1678'MILES SOUTHWEST OF HENDERSON, GO SOUTH ON HIGHWAY 41A FOR 0.7 MILE
 HA1678'TO THE MAST ON THE LEFT.
 HA1678'
 HA1678'THE OVERALL HEIGHT IS ABOUT 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1680 ***********************************************************************
 HA1680  DESIGNATION -  HENDERSON RADIO WSON MAST
 HA1680  PID         -  HA1680
 HA1680  STATE/COUNTY-  KY/HENDERSON
 HA1680  USGS QUAD   -  HENDERSON (1993)
 HA1680
 HA1680                         *CURRENT SURVEY CONTROL
 HA1680  ___________________________________________________________________
 HA1680* NAD 83(1993)-  37 49 32.84290(N)    087 33 05.16383(W)     ADJUSTED  
 HA1680* NAVD 88     -                                                        
 HA1680  ___________________________________________________________________
 HA1680  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HA1680  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HA1680
 HA1680  HORZ ORDER  -  THIRD
 HA1680
 HA1680.The horizontal coordinates were established by classical geodetic methods
 HA1680.and adjusted by the National Geodetic Survey in October 1999..
 HA1680
 HA1680
 HA1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1680
 HA1680.The geoid height was determined by GEOID03.
 HA1680
 HA1680;                    North         East     Units Scale Factor Converg.
 HA1680;SPC KY1Z     - 1,167,166.861 1,341,426.880   MT  0.99990533   -1 06 21.6
 HA1680;SPC KY1Z     - 3,829,279.94  4,400,998.02   sFT  0.99990533   -1 06 21.6
 HA1680;SPC KY S     -   667,140.752   341,414.460   MT  0.99998214   -1 05 33.0
 HA1680;SPC KY S     - 2,188,777.62  1,120,123.94   sFT  0.99998214   -1 05 33.0
 HA1680;UTM  16      - 4,186,629.529   451,471.040   MT  0.99962901   -0 20 17.5
 HA1680
 HA1680                          SUPERSEDED SURVEY CONTROL
 HA1680
 HA1680  NAD 83(1993)-  37 49 32.84302(N)    087 33 05.16279(W) AD(       ) 4
 HA1680  NAD 83(1986)-  37 49 32.84911(N)    087 33 05.16626(W) AD(       ) 4
 HA1680  NAD 27      -  37 49 32.69631(N)    087 33 05.08109(W) AD(       ) 3
 HA1680
 HA1680.Superseded values are not recommended for survey control.
 HA1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1680.See file dsdata.txt to determine how the superseded data were derived.
 HA1680
 HA1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG5147186630(NAD 83)
 HA1680_MARKER: 42 = RADIO/TV MAST
 HA1680
 HA1680  HISTORY     - Date     Condition        Report By
 HA1680  HISTORY     - 1960     FIRST OBSERVED   CGS
 HA1680
 HA1680                          STATION DESCRIPTION
 HA1680
 HA1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1680'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED AT THE EAST
 HA1680'EDGE OF HENDERSON, 1.0 MILE EAST OF THE INTERSECTION OF
 HA1680'U.S. HIGHWAY 41 AND STATE HIGHWAY 54 ABOUT 150 FEET SOUTH OF HIGHWAY
 HA1680'54.  THE MAST IS A UNIFORM CROSS SECTION STEEL STRUCTURE SUPPORTED
 HA1680'BY GUY WIRES AND PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL
 HA1680'ORANGE AND WHITE.  THE HEIGHT IS APPROXIMATELY 180 FEET.
 HA1680'
 HA1680'THE MAST IS OWNED AND OPERATED BY THE HENDERSON BROADCASTING COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1685 ***********************************************************************
 HA1685  DESIGNATION -  HENDERSON SPENCER CHEM CO TANK
 HA1685  PID         -  HA1685
 HA1685  STATE/COUNTY-  KY/HENDERSON
 HA1685  USGS QUAD   -  WILSON (1993)
 HA1685
 HA1685                         *CURRENT SURVEY CONTROL
 HA1685  ___________________________________________________________________
 HA1685* NAD 83(1993)-  37 48 33.66181(N)    087 38 54.94804(W)     ADJUSTED  
 HA1685* NAVD 88     -                                                        
 HA1685  ___________________________________________________________________
 HA1685  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 HA1685  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HA1685
 HA1685  HORZ ORDER  -  THIRD
 HA1685
 HA1685.The horizontal coordinates were established by classical geodetic methods
 HA1685.and adjusted by the National Geodetic Survey in December 1995..
 HA1685
 HA1685
 HA1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1685
 HA1685.The geoid height was determined by GEOID03.
 HA1685
 HA1685;                    North         East     Units Scale Factor Converg.
 HA1685;SPC KY1Z     - 1,165,512.326 1,332,838.104   MT  0.99990562   -1 09 56.4
 HA1685;SPC KY1Z     - 3,823,851.69  4,372,819.68   sFT  0.99990562   -1 09 56.4
 HA1685;SPC KY S     -   665,484.013   332,825.437   MT  0.99997972   -1 09 05.1
 HA1685;SPC KY S     - 2,183,342.13  1,091,944.79   sFT  0.99997972   -1 09 05.1
 HA1685;UTM  16      - 4,184,860.511   442,907.532   MT  0.99964015   -0 23 51.4
 HA1685
 HA1685                          SUPERSEDED SURVEY CONTROL
 HA1685
 HA1685  NAD 83(1986)-  37 48 33.66800(N)    087 38 54.95101(W) AD(       ) 4
 HA1685  NAD 27      -  37 48 33.51689(N)    087 38 54.89049(W) AD(       ) 3
 HA1685
 HA1685.Superseded values are not recommended for survey control.
 HA1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1685.See file dsdata.txt to determine how the superseded data were derived.
 HA1685
 HA1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4290884861(NAD 83)
 HA1685_MARKER: 51 = TANK
 HA1685
 HA1685  HISTORY     - Date     Condition        Report By
 HA1685  HISTORY     - 1960     FIRST OBSERVED   CGS
 HA1685  HISTORY     - 1962     GOOD             CGS
 HA1685  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 HA1685
 HA1685                          STATION DESCRIPTION
 HA1685
 HA1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1685'THE STATION IS THE CENTER OF THE BALL ATOP THE WATER TANK LOCATED ON
 HA1685'THE GROUNDS OF THE SPENCER CHEMICAL COMPANY ABOUT 3 MILES SOUTHWEST
 HA1685'OF HENDERSON.  THE TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE.
 HA1685'THE TANK IS PAINTED WHITE AND THE SUPPORTING STRUCTURE IS PAINTED
 HA1685'BLACK.  THE TANK HAS THE WORD SPENCER IN WHITE LETTERS AGAINST A RED
 HA1685'BACKGROUND ON THE SOUTHWEST SIDE.  THE OVERALL HEIGHT OF TANK AND
 HA1685'SUPPORTING STRUCTURE IS 112 FEET.
 HA1685'
 HA1685'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. HIGHWAY 41,
 HA1685'U.S. HIGHWAY 60, AND U.S. HIGHWAY 641 JUST SOUTH OF HENDERSON, GO
 HA1685'SOUTHWEST ON U.S. HIGHWAY 60 AND 641 FOR 1.3 MILES TO THE
 HA1685'INTERSECTION OF STATE HIGHWAY 136.  TURN RIGHT AND GO WEST ON
 HA1685'HIGHWAY 136 FOR 0.65 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 HA1685'NORTH ON A PAVED ROAD FOR 0.4 MILE TO THE ENTRANCE TO THE PLANT AND
 HA1685'THE WATER TANK ABOUT 200 FEET EAST OF THE ENTRANCE.
 HA1685
 HA1685                          STATION RECOVERY (1962)
 HA1685
 HA1685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1685'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS
 HA1685'ADEQUATE.
 HA1685
 HA1685                          STATION RECOVERY (1989)
 HA1685
 HA1685'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 HA1685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1686 ***********************************************************************
 HA1686  DESIGNATION -  HENDERSON SPENCER CHEM CO VENT
 HA1686  PID         -  HA1686
 HA1686  STATE/COUNTY-  KY/HENDERSON
 HA1686  USGS QUAD   -  WILSON (1993)
 HA1686
 HA1686                         *CURRENT SURVEY CONTROL
 HA1686  ___________________________________________________________________
 HA1686* NAD 83(1993)-  37 48 40.38614(N)    087 38 57.12885(W)     ADJUSTED  
 HA1686* NAVD 88     -                                                        
 HA1686  ___________________________________________________________________
 HA1686  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 HA1686  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HA1686
 HA1686  HORZ ORDER  -  THIRD
 HA1686
 HA1686.The horizontal coordinates were established by classical geodetic methods
 HA1686.and adjusted by the National Geodetic Survey in December 1995..
 HA1686
 HA1686
 HA1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1686
 HA1686.The geoid height was determined by GEOID03.
 HA1686
 HA1686;                    North         East     Units Scale Factor Converg.
 HA1686;SPC KY1Z     - 1,165,720.669 1,332,788.994   MT  0.99990559   -1 09 57.7
 HA1686;SPC KY1Z     - 3,824,535.23  4,372,658.56   sFT  0.99990559   -1 09 57.7
 HA1686;SPC KY S     -   665,692.359   332,776.271   MT  0.99997999   -1 09 06.5
 HA1686;SPC KY S     - 2,184,025.68  1,091,783.48   sFT  0.99997999   -1 09 06.5
 HA1686;UTM  16      - 4,185,068.122   442,855.648   MT  0.99964022   -0 23 52.8
 HA1686
 HA1686                          SUPERSEDED SURVEY CONTROL
 HA1686
 HA1686  NAD 83(1986)-  37 48 40.39238(N)    087 38 57.13193(W) AD(       ) 4
 HA1686  NAD 27      -  37 48 40.24295(N)    087 38 57.07166(W) AD(       ) 3
 HA1686
 HA1686.Superseded values are not recommended for survey control.
 HA1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1686.See file dsdata.txt to determine how the superseded data were derived.
 HA1686
 HA1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4285685068(NAD 83)
 HA1686
 HA1686  HISTORY     - Date     Condition        Report By
 HA1686  HISTORY     - 1960     FIRST OBSERVED   CGS
 HA1686
 HA1686                          STATION DESCRIPTION
 HA1686
 HA1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1686'THE STATION IS THE CENTER OF THE TOP OF THE VENTILATOR LOCATED ON THE
 HA1686'PRILLING TOWER ON THE GROUNDS OF THE SPENCER CHEMICAL COMPANY
 HA1686'ABOUT 3 MILES SOUTHWEST OF HENDERSON.  THE TOWER IS A TALL GREY
 HA1686'CONCRETE AND STEEL STRUCTURE IN THE CENTER OF THE CHEMICAL WORKS.
 HA1686'THE HEIGHT OF THE TOWER IS 184 FEET.  THE VENTILATOR IS ABOUT 3 FEET
 HA1686'IN HEIGHT, AND IS MADE OF STEEL.
 HA1686'
 HA1686'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. HIGHWAY 41,
 HA1686'U.S. HIGHWAY 60, AND U.S. HIGHWAY 641 JUST SOUTH OF HENDERSON, GO
 HA1686'SOUTHWEST ON U.S. HIGHWAY 60 AND 641 FOR 1.3 MILES TO THE
 HA1686'INTERSECTION OF STATE HIGHWAY 136.  TURN RIGHT AND GO WEST ON
 HA1686'HIGHWAY 136 FOR 0.65 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 HA1686'NORTH ON A PAVED ROAD FOR 0.4 MILE TO ENTRANCE TO THE PLANT AND
 HA1686'THE PRILLING TOWER STRAIGHT AHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0624 ***********************************************************************
 HA0624  DESIGNATION -  HENSLEY
 HA0624  PID         -  HA0624
 HA0624  STATE/COUNTY-  KY/DAVIESS
 HA0624  USGS QUAD   -  REED (1980)
 HA0624
 HA0624                         *CURRENT SURVEY CONTROL
 HA0624  ___________________________________________________________________
 HA0624* NAD 83(1993)-  37 51 34.20835(N)    087 16 33.64023(W)     ADJUSTED  
 HA0624* NAVD 88     -       117.953  (meters)     386.98   (feet)  ADJUSTED  
 HA0624  ___________________________________________________________________
 HA0624  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 HA0624  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HA0624  DYNAMIC HT  -         117.873 (meters)     386.72  (feet)  COMP
 HA0624  MODELED GRAV-     979,943.2   (mgal)                       NAVD 88
 HA0624
 HA0624  HORZ ORDER  -  FIRST
 HA0624  VERT ORDER  -  FIRST     CLASS II
 HA0624
 HA0624.The horizontal coordinates were established by classical geodetic methods
 HA0624.and adjusted by the National Geodetic Survey in October 1999..
 HA0624
 HA0624.The orthometric height was determined by differential leveling
 HA0624.and adjusted by the National Geodetic Survey in June 1991..
 HA0624
 HA0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0624
 HA0624.The geoid height was determined by GEOID03.
 HA0624
 HA0624.The dynamic height is computed by dividing the NAVD 88
 HA0624.geopotential number by the normal gravity value computed on the
 HA0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0624.degrees latitude (g = 980.6199 gals.).
 HA0624
 HA0624.The modeled gravity was interpolated from observed gravity values.
 HA0624
 HA0624;                    North         East     Units Scale Factor Converg.
 HA0624;SPC KY1Z     - 1,170,475.659 1,365,730.116   MT  0.99990499   -0 56 12.9
 HA0624;SPC KY1Z     - 3,840,135.56  4,480,732.89   sFT  0.99990499   -0 56 12.9
 HA0624;SPC KY S     -   670,455.105   365,718.910   MT  0.99998736   -0 55 31.7
 HA0624;SPC KY S     - 2,199,651.46  1,199,862.79   sFT  0.99998736   -0 55 31.7
 HA0624;SPC IN W     -   289,917.482   883,044.952   MT  0.99997021   -0 07 05.7
 HA0624;SPC IN W     -   951,170.94  2,897,123.31   sFT  0.99997021   -0 07 05.7
 HA0624;UTM  16      - 4,190,262.588   475,720.773   MT  0.99960726   -0 10 09.8
 HA0624
 HA0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0624!SPC KY1Z     -   0.99998634  x   0.99990499  =   0.99989133
 HA0624!SPC KY S     -   0.99998634  x   0.99998736  =   0.99997370
 HA0624!SPC IN W     -   0.99998634  x   0.99997021  =   0.99995655
 HA0624!UTM  16      -   0.99998634  x   0.99960726  =   0.99959360
 HA0624
 HA0624:                Primary Azimuth Mark                     Grid Az
 HA0624:SPC KY1Z     -  HENSLEY AZ                               216 41 41.8
 HA0624:SPC KY S     -  HENSLEY AZ                               216 41 00.6
 HA0624:SPC IN W     -  HENSLEY AZ                               215 52 34.6
 HA0624:UTM  16      -  HENSLEY AZ                               215 55 38.7
 HA0624
 HA0624|---------------------------------------------------------------------|
 HA0624| PID    Reference Object                     Distance      Geod. Az  |
 HA0624|                                                           dddmmss.s |
 HA0624| HA0623 HENSLEY AZ                                         2154528.9 |
 HA0624| HA0622 HENSLEY RM 1                         30.937 METERS 22605     |
 HA0624| HA0621 HENSLEY RM 2                         43.732 METERS 29233     |
 HA0624|---------------------------------------------------------------------|
 HA0624
 HA0624                          SUPERSEDED SURVEY CONTROL
 HA0624
 HA0624  NAD 83(1993)-  37 51 34.20925(N)    087 16 33.64033(W) AD(       ) 1
 HA0624  NAD 83(1986)-  37 51 34.21665(N)    087 16 33.64273(W) AD(       ) 1
 HA0624  NAD 27      -  37 51 34.05200(N)    087 16 33.63500(W) AD(       ) 1
 HA0624  NGVD 29 (??/??/92)  118.052  (m)          387.31   (f) ADJ UNCH    1 2
 HA0624
 HA0624.Superseded values are not recommended for survey control.
 HA0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0624.See file dsdata.txt to determine how the superseded data were derived.
 HA0624
 HA0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG7572190263(NAD 83)
 HA0624_MARKER: DS = TRIANGULATION STATION DISK
 HA0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0624_STAMPING: HENSLEY 1950
 HA0624_MARK LOGO: CGS   
 HA0624_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0624+STABILITY: SURFACE MOTION
 HA0624
 HA0624  HISTORY     - Date     Condition        Report By
 HA0624  HISTORY     - 1950     MONUMENTED       CGS
 HA0624  HISTORY     - 1953     GOOD             CGS
 HA0624  HISTORY     - 1953     GOOD             NGS
 HA0624  HISTORY     - 1965     GOOD             AIRSUR
 HA0624  HISTORY     - 19840312 GOOD             AIRSUR
 HA0624
 HA0624                          STATION DESCRIPTION
 HA0624
 HA0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA0624'STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF OWENSBORO AND ABOUT 2
 HA0624'MILES NORTH OF NEWMAN.  IT IS 50 FEET NORTHEAST OF THE INTERSECTION
 HA0624'OF GRAVEL T-ROAD, 22 FEET NORTH OF A 12 INCH PECAN TREE AND 19 FEET
 HA0624'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 HA0624'THE DISK IS STAMPED---HENSLEY 1950---.
 HA0624'
 HA0624'REFERENCE MARK NO. 1 IS 62 FEET SOUTHWEST OF THE INTERSECTION OF
 HA0624'GRAVEL T-ROAD AND 24 FEET NORTHWEST OF THE CENTER OF GRAVEL ROAD.
 HA0624'THE MARK IS FLUSH AND THE DISK IS STAMPED---HENSLEY NO. 1 1950---.
 HA0624'
 HA0624'REFERENCE MARK NO. 2 IS 145 FEET NORTHWEST OF THE INTERSECTION OF
 HA0624'GRAVEL T-ROAD AND 21 FEET SOUTHWEST OF THE CENTER OF GRAVEL ROAD.
 HA0624'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED---HENSLEY NO. 2
 HA0624'1950---.
 HA0624'
 HA0624'AZIMUTH MARK IS 19 FEET SOUTHWEST OF THE CENTER OF GRAVEL ROAD AND 2
 HA0624'FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 HA0624'AND THE DISK IS STAMPED---HENSLEY 1950---.
 HA0624'
 HA0624'TO REACH THE STAION FROM THE DAVIESS COUNTY COURT HOUSE IN OWENSBORO,
 HA0624'GO NORTHWEST ON U.S. HIGHWAY NO. 60 FOR 11.7 MILES TO A GRAVEL
 HA0624'CROSSROAD IN THE VILLAGE OF NEWMAN, TURN RIGHT ON GRAVEL ROAD AND GO
 HA0624'NORTH FOR 1.55 MILE TO THE AZIMUTH ON THE LEFT, CONTINUE FOR
 HA0624'0.35 MILE TO GRAVEL T-ROAD AND THE STATION AS DESCRIBED.
 HA0624'
 HA0624'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA0624
 HA0624                          STATION RECOVERY (1953)
 HA0624
 HA0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CS)
 HA0624'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF OWENSBORO AND
 HA0624'ABOUT 2 MILES NORTHEAST OF NEWMAN, AT THE T JUNCTION OF A
 HA0624'NORTHWEST-SOUTHEAST GRAVEL ROAD AND A GRAVEL ROAD LEADING SOUTHWEST
 HA0624'TO NEWMAN, 40 FEET NORTHEAST OF CENTER LINE OF ROAD, 8 FEET NORTHWEST
 HA0624'OF EXTENDED CENTER LINE OF ROAD SOUTHWEST, 29 FEET SOUTHWEST OF POWER
 HA0624'POLE, 195 FEET SOUTHEAST OF SOUTH CORNER OF A 2-STORY FARM HOUSE, 12
 HA0624'FEET NORTHWEST OF CENTER LINE OF A FARM ROAD LEADING
 HA0624'NORTHEAST, 17 FEET NORTH-NORTHEAST OF A WHITE WOODEN WITNESS POST,
 HA0624'ABOUT 1/2 FOOT ABOVE LEVEL OF JUNCTION, IN THE TOP OF A CONCRETE
 HA0624'POST ABOUT FLUSH WITH GROUND AND STAMPED---HENSLEY 1950---.
 HA0624'
 HA0624'REFERENCE MARK NO. 1 IS 101.51 FEET (30.934 METERS) SOUTHWEST OF
 HA0624'THE STATION, 60 FEET SOUTHWEST OF CENTER LINE OF ROAD, 26 FEET
 HA0624'NORTHWEST OF CENTER LINE OF ROAD SOUTHWEST, 1 FOOT NORTHWEST OF A
 HA0624'FENCE LINE, 38 FEET SOUTHWEST OF A FENCE CORNER, IN THE TOP OF
 HA0624'A CONCRETE POST ABOUT FLUSH WITH GROUND AND STAMPED---HENSLEY NO. 1
 HA0624'1950---.
 HA0624'
 HA0624'REFERENCE MARK NO. 2 IS 143.45 FEET (43.723 METERS) WEST OF THE
 HA0624'STATION, 18 FEET SOUTHWEST OF CENTER LINE OF ROAD, 150 FEET
 HA0624'NORTHWEST OF CENTER LINE OF ROAD SOUTHWEST TO NEWMAN, 103 FEET SOUTH
 HA0624'AND ACROSS ROAD FROM SOUTH CORNER OF A 2-STORY FARM HOUSE, 2-1/2
 HA0624'FEET NORTHEAST OF A FENCE CORNER, IN THE TOP OF A CONCRETE POST
 HA0624'PROJECTING 3 INCHES AND STAMPED---HENSLEY NO. 2 1950---.
 HA0624'
 HA0624'AZIMUTH MARK IS ABOUT 0.35 MILE SOUTHWEST OF STATION, 19 FEET
 HA0624'NORTHWEST OF CENTER LINE OF ROAD, ON NORTHWEST-SOUTHEAST LINE
 HA0624'BETWEEN TWO CULTIVATED FIELDS, 47 FEET WEST AND ACROSS ROAD FROM THE
 HA0624'NORTHWEST 24-INCH OAK TREE OF A NORTHWEST-SOUTHEAST ROW OF LARGE
 HA0624'OAK TREES, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2
 HA0624'FOOT ABOVE LEVEL OF ROAD, IN THE TOP OF A CONCRETE POST PROJECTING
 HA0624'3 INCHES AND STAMPED---HENSLEY 1950---.
 HA0624'
 HA0624'TO REACH STATION FROM THE COURT HOUSE AT OWENSBORO, DAVIESS COUNTY,
 HA0624'GO NORTHWEST ALONG U.S. HIGHWAY 60 FOR ABOUT 11.7 MILES TO A
 HA0624'CROSSROAD IN THE VILLAGE OF NEWMAN, THENCE ABOUT 1.55 MILES NORTHEAST
 HA0624'ALONG A GRAVEL ROAD TO AZIMUTH MARK, THENCE CONTINUING ABOUT 0.35
 HA0624'MILE NORTHEAST ALONG GRAVEL ROAD TO A T ROAD JUNCTION AND STATION AS
 HA0624'DESCRIBED.
 HA0624
 HA0624                          STATION RECOVERY (1953)
 HA0624
 HA0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HA0624'3.2 MI NW FROM STANLEY.
 HA0624'ABOUT 0.35 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 HA0624'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT STANLEY,
 HA0624'THENCE ABOUT 2.85 MILES NORTHWEST ALONG A GRAVEL ROAD, AT THE
 HA0624'JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST TO NEWMAN, ABOUT 1.9
 HA0624'MILES NORTHEAST ALONG GRAVEL ROAD FROM JUNCTION OF U.S. HIGHWAY
 HA0624'60 AT NEWMAN, 40 FEET NORTHEAST OF CENTER LINE OF ROAD, 8 FEET
 HA0624'NORTHWEST OF EXTENDED CENTER LINE OF ROAD SOUTHWEST, 29 FEET
 HA0624'SOUTHWEST OF A POWER POLE, 195 FEET SOUTHEAST OF SOUTH CORNER
 HA0624'OF A 2-STORY FARM HOUSE, 12 FEET NORTHWEST OF CENTER LINE OF
 HA0624'FARM ROAD LEADING NORTHEAST, 143 1/2 FEET EAST AND ACROSS
 HA0624'ROAD FROM RM NO. 2, 101 1/2 FEET NORTHEAST AND ACROSS ROAD FROM
 HA0624'RM NO. 1, 17 FEET NORTH-NORTHEAST OF A WHITE WOODEN WITNESS POST,
 HA0624'ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 HA0624'CONCRETE POST ABOUT FLUSH WITH GROUND.
 HA0624
 HA0624                          STATION RECOVERY (1965)
 HA0624
 HA0624'RECOVERY NOTE BY AIR SURVEY CORPORATION 1965
 HA0624'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 HA0624
 HA0624                          STATION RECOVERY (1984)
 HA0624
 HA0624'RECOVERY NOTE BY AIR SURVEY CORPORATION 1984 (CLN)
 HA0624'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1
 HA0624'AND 2 AND THE AZIMUTH MARK WERE NOT FOUND AND WERE APPARENTLY
 HA0624'DESTROYED BY FARM WORK.  REFERENCE MARK 3 AND 4 AND AZIMUTH MARK 2
 HA0624'WERE ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION.  THE STATION IS
 HA0624'LOCATED ABOUT 17.6 KM (10.95 MI) NORTHWEST OF OWENSBORO 3.0 KM (1.85
 HA0624'MI) NORTHEAST OF THE VILLAGE OF NEWMAN IN A FLAT WOODED AREA. TO REACH
 HA0624'THE STATION FROM THE COURTHOUSE IN ONENSBORO GO 18.7 KM (11.60 MI)
 HA0624'NORTHWEST ALONG U S HIGHWAY 60 TO THE JUNCTION WITH THE STEAMBOAT ROAD
 HA0624'IN THE VILLAGE OF NEWMAN.  TURN RIGHT AND GO 0.3 KM (0.20 MI) NORTH TO
 HA0624'A T-INTERSECTION WITH LAKETOWN ROAD AND THE STATION DIRECTLY NORTHEAST
 HA0624'OF THE INTERSECTION.
 HA0624'THE STATION IS A STANDARD CGS DISK STAMPED--HENSLEY 1950--, SET INTO
 HA0624'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 HA0624'FLUSH WITH GROUND.  THE STATION IS LOCATED 13.7 METERS (44.9 FT)
 HA0624'NORTHEAST FROM THE CENTER OF THE INTERSECTION 14.6 METERS (47.9 FT)
 HA0624'SOUTHEAST FROM A UTLITY POLE 1.2 METERS (3.9 FT) NORTHWEST FROM THE
 HA0624'EXTENDED CENTERLINE OF STEAMBOAT ROAD 0.9 METERS (3.0 FT) NORTHWEST
 HA0624'FROM A WITNESS POST. REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 HA0624'STAMPED--HENSLEY 1950 NO 3 1984--, SET INTO THE TOP OF A ROUND
 HA0624'CONCRETE MONUMENT 8 INCHES (20 CM) IN DIAMETER PROJECTING 1 INCH (3
 HA0624'CM) ABOVE THE GROUND.  THE STATION IS LOCATED 21.0 METERS (68.9 FT)
 HA0624'NORTHEAST FROM THE CENTER OF THE INTERSECTION 0.6 METERS (2.0 FT)
 HA0624'SOUTHWEST FROM A UTILITY POLE 0.5 METERS (1.6 FT) LOWER THAN THE
 HA0624'STATION. REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--HENSLEY
 HA0624'1950 NO 4 1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10
 HA0624'INCHES (25 CM) IN DIAMETER FLUSH WITH GROUND.     THE STATION IS
 HA0624'LOCATED 14.6 METERS (47.9 FT) NORTHWEST FROM THE CENTER OF THE
 HA0624'INTERSECTION 8.8 METERS (28.9 FT) NORTHEAST FROM THE CENTERLINE OF
 HA0624'LAKETOWN ROAD SOUTHEAST FROM A UTILITY POLE. AZIMUTH MARK NO 2 IS A
 HA0624'STANDARD NGS DISK STAMPED---HENSLEY 1952 NO 2 1984---, SET INTO THE
 HA0624'TOP OF A ROUND CONCRETE MONUMENT 8 INCHES, (20 CM), IN DIAMETER,
 HA0624'PROJECTING, 3 INCHES (8 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 HA0624'14.9 METERS (48.9 FT) NORTHEAST FROM THE JUNCTION OF STEAMBOAT ROAD
 HA0624'AND A DIRT ROAD, 9.8 METERS (32.2 FT) EAST FROM THE CENTERLINE OF
 HA0624'STEAMBOAT ROAD, 2.1 METERS (6.9 FT) NORTH FROM A 1.2 METER (3.9 FT)
 HA0624'OAK TREE, 1.2 METERS (3.9 FT) WEST FROM A WITNESS POST.  TO REACH THE
 HA0624'AZIMUTH MARK FROM THE STATION GO 0.6 KM (0.35 MI) SOUTHWEST ALONG
 HA0624'STEAMBOAT ROAD RO A DIRT ROAD ON THE LEFT AND THE STATION AT THE
 HA0624'SOUTHWEST EDGE OF A WOODED AREA BORDERING ON A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2110 ***********************************************************************
 GB2110  DESIGNATION -  HENSLEY
 GB2110  PID         -  GB2110
 GB2110  STATE/COUNTY-  KY/METCALFE
 GB2110  USGS QUAD   -  SUMMER SHADE (1974)
 GB2110
 GB2110                         *CURRENT SURVEY CONTROL
 GB2110  ___________________________________________________________________
 GB2110* NAD 83(1993)-  36 52 47.65076(N)    085 39 56.26684(W)     ADJUSTED  
 GB2110* NAVD 88     -       350.204  (meters)    1148.96   (feet)  ADJUSTED  
 GB2110  ___________________________________________________________________
 GB2110  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 GB2110  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB2110  DYNAMIC HT  -         349.916 (meters)    1148.02  (feet)  COMP
 GB2110  MODELED GRAV-     979,799.7   (mgal)                       NAVD 88
 GB2110
 GB2110  HORZ ORDER  -  SECOND
 GB2110  VERT ORDER  -  SECOND    CLASS 0
 GB2110
 GB2110.The horizontal coordinates were established by classical geodetic methods
 GB2110.and adjusted by the National Geodetic Survey in December 1995..
 GB2110
 GB2110.The orthometric height was determined by differential leveling
 GB2110.and adjusted by the National Geodetic Survey in June 1991..
 GB2110
 GB2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2110
 GB2110.The geoid height was determined by GEOID03.
 GB2110
 GB2110.The dynamic height is computed by dividing the NAVD 88
 GB2110.geopotential number by the normal gravity value computed on the
 GB2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2110.degrees latitude (g = 980.6199 gals.).
 GB2110
 GB2110.The modeled gravity was interpolated from observed gravity values.
 GB2110
 GB2110;                    North         East     Units Scale Factor Converg.
 GB2110;SPC KY1Z     - 1,060,665.601 1,507,522.150   MT  1.00005489   +0 03 06.5
 GB2110;SPC KY1Z     - 3,479,867.06  4,945,928.92   sFT  1.00005489   +0 03 06.5
 GB2110;SPC KY S     -   560,658.119   507,521.561   MT  0.99997663   +0 03 04.2
 GB2110;SPC KY S     - 1,839,425.85  1,665,093.65   sFT  0.99997663   +0 03 04.2
 GB2110;UTM  16      - 4,082,380.873   618,916.525   MT  0.99977421   +0 48 03.2
 GB2110
 GB2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2110!SPC KY1Z     -   0.99994986  x   1.00005489  =   1.00000475
 GB2110!SPC KY S     -   0.99994986  x   0.99997663  =   0.99992650
 GB2110!UTM  16      -   0.99994986  x   0.99977421  =   0.99972409
 GB2110
 GB2110:                Primary Azimuth Mark                     Grid Az
 GB2110:SPC KY1Z     -  EDMONTON MUNICIPAL TANK                  023 02 34.2
 GB2110:SPC KY S     -  EDMONTON MUNICIPAL TANK                  023 02 36.5
 GB2110:UTM  16      -  EDMONTON MUNICIPAL TANK                  022 17 37.5
 GB2110
 GB2110|---------------------------------------------------------------------|
 GB2110| PID    Reference Object                     Distance      Geod. Az  |
 GB2110|                                                           dddmmss.s |
 GB2110| GB2443 EDMONTON MUNICIPAL TANK             APPROX.11.9 KM 0230540.7 |
 GB2110| GB2109 HENSLEY RM 1                         23.890 METERS 15745     |
 GB2110| CG7808 WHITLOW AZ MK                                      2573034.7 |
 GB2110| GB2111 HENSLEY RM 2                         26.213 METERS 28915     |
 GB2110|---------------------------------------------------------------------|
 GB2110
 GB2110                          SUPERSEDED SURVEY CONTROL
 GB2110
 GB2110  NAD 83(1986)-  36 52 47.66223(N)    085 39 56.27507(W) AD(       ) 2
 GB2110  NAD 27      -  36 52 47.45600(N)    085 39 56.39300(W) AD(       ) 2
 GB2110  NGVD 29 (??/??/92)  350.334  (m)         1149.39   (f) ADJ UNCH    2 0
 GB2110
 GB2110.Superseded values are not recommended for survey control.
 GB2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2110.See file dsdata.txt to determine how the superseded data were derived.
 GB2110
 GB2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1891782381(NAD 83)
 GB2110_MARKER: DS = TRIANGULATION STATION DISK
 GB2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2110_STAMPING: HENSLEY 1951
 GB2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2110+STABILITY: SURFACE MOTION
 GB2110
 GB2110  HISTORY     - Date     Condition        Report By
 GB2110  HISTORY     - 1951     MONUMENTED       CGS
 GB2110  HISTORY     - 1951     GOOD             CGS
 GB2110
 GB2110                          STATION DESCRIPTION
 GB2110
 GB2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GB2110'STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF GLASGOW AND ABOUT 7
 GB2110'MILES SOUTHWEST OF EDMONTON AND 0.15 MILE NORTH OF THE
 GB2110'INTERSECTION OF STATE HIGHWAYS NO. 90 AND NO. 163 ALONG THE WEST SIDE
 GB2110'OF STATE HIGHWAY NO. 163.  IT IS 108 FEET WEST OF THE CENTER OF
 GB2110'STATE HIGHWAY NO. 163, 58.5 FEET NORTHWEST OF THE NORTHWEST LEG OF A
 GB2110'POWERLINE TOWER AND 11.5 FEET SOUTH OF A WHITE WITNESS POST AND A
 GB2110'FENCELINE.  THE MARK IS UNDERGROUND ABOUT 12 INCHES AND THE DISK IS
 GB2110'STAMPED HENSLEY 1951.
 GB2110'
 GB2110'REFERENCE MARK NO. 1 IS 1 FOOT NORTHWEST OF THE SOUTHWEST LEG OF THE
 GB2110'POWERLINE TOWER.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GB2110'HENSLEY NO 1 1951.
 GB2110'
 GB2110'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF A FENCELINE.  THE MARK IS
 GB2110'FLUSH AND THE DISK IS STAMPED HENSLEY NO 2 1951.
 GB2110'
 GB2110'AZIMUTH MARK IS 30 FEET SOUTH OF A 12 INCH MAPLE TREE, 16.5 FEET EAST
 GB2110'OF THE EAST SIDE OF AN OLD FRAME HOUSE, 2 FEET NORTH OF A WHITE
 GB2110'WITNESS POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 8
 GB2110'INCHES AND THE DISK IS STAMPED WHITLOW 1939.
 GB2110'(NOTE- THIS MARK IS THE SAME AZIMUTH MARK FOR TRIANGULATION STATION
 GB2110'WHITLOW 1939)
 GB2110'
 GB2110'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS NO. 163
 GB2110'AND NO. 90, GO WEST ON STATE HIGHWAY NO. 90 FOR 0.85 MILE TO A
 GB2110'SIDE ROAD LEFT, TURN LEFT ON DIRT ROAD AND GO 0.2 MILE TO THE TOP OF
 GB2110'HILL AND AN OLD FRAME HOUSE AND THE AZIMUTH MARK AS DESCRIBED.
 GB2110'
 GB2110'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GB2110
 GB2110                          STATION RECOVERY (1951)
 GB2110
 GB2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GB2110'1 MI W FROM BEAUMONT.
 GB2110'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 90 FROM THE SCHOOL AT
 GB2110'BEAUMONT, THENCE ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 163,
 GB2110'AT CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, 107 FEET
 GB2110'WEST OF CENTER LINE OF HIGHWAY, 58 FEET NORTHWEST OF THE
 GB2110'NORTHWEST LEG OF STEEL TOWER NO. 117 OF TRANSMISSION LINE, 12 1/2
 GB2110'FEET SOUTH OF A WIRE FENCE, 72 FEET WEST-SOUTHWEST OF A FENCE
 GB2110'CORNER, 78 1/2 FEET NORTHWEST OF RM NO. 1, 86 FEET EAST OF RM
 GB2110'NO. 2, 12 FEET SOUTH OF A WHTIE WOODEN WITNESS POST, ABOUT 3
 GB2110'FEET ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT
 GB2110'12 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0623 ***********************************************************************
 HA0623  DESIGNATION -  HENSLEY AZ
 HA0623  PID         -  HA0623
 HA0623  STATE/COUNTY-  KY/DAVIESS
 HA0623  USGS QUAD   -  REED (1980)
 HA0623
 HA0623                         *CURRENT SURVEY CONTROL
 HA0623  ___________________________________________________________________
 HA0623* NAD 83(1986)-  37 51 18.     (N)    087 16 48.     (W)     SCALED    
 HA0623* NAVD 88     -       117.592  (meters)     385.80   (feet)  ADJUSTED  
 HA0623  ___________________________________________________________________
 HA0623  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HA0623  DYNAMIC HT  -         117.511 (meters)     385.53  (feet)  COMP
 HA0623  MODELED GRAV-     979,942.6   (mgal)                       NAVD 88
 HA0623
 HA0623  VERT ORDER  -  FIRST     CLASS II
 HA0623
 HA0623.The horizontal coordinates were scaled from a topographic map and have
 HA0623.an estimated accuracy of +/- 6 seconds.
 HA0623
 HA0623.The orthometric height was determined by differential leveling
 HA0623.and adjusted by the National Geodetic Survey in June 1991..
 HA0623
 HA0623.The geoid height was determined by GEOID03.
 HA0623
 HA0623.The dynamic height is computed by dividing the NAVD 88
 HA0623.geopotential number by the normal gravity value computed on the
 HA0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0623.degrees latitude (g = 980.6199 gals.).
 HA0623
 HA0623.The modeled gravity was interpolated from observed gravity values.
 HA0623
 HA0623;                    North         East    Units  Estimated Accuracy
 HA0623;SPC KY1Z     - 1,169,980.    1,365,370.      MT  (+/- 180 meters Scaled)
 HA0623
 HA0623                          SUPERSEDED SURVEY CONTROL
 HA0623
 HA0623  NGVD 29 (??/??/92)  117.690  (m)          386.12   (f) ADJ UNCH    1 2
 HA0623
 HA0623.Superseded values are not recommended for survey control.
 HA0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0623.See file dsdata.txt to determine how the superseded data were derived.
 HA0623
 HA0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG753897(NAD 83)
 HA0623_MARKER: DZ = AZIMUTH MARK DISK
 HA0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0623_STAMPING: HENSLEY 1950
 HA0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0623+STABILITY: SURFACE MOTION
 HA0623
 HA0623  HISTORY     - Date     Condition        Report By
 HA0623  HISTORY     - 1950     MONUMENTED       CGS
 HA0623  HISTORY     - 1953     GOOD             NGS
 HA0623  HISTORY     - 1984     MARK NOT FOUND   NGS
 HA0623  HISTORY     - 1984     MARK NOT FOUND   NGS
 HA0623
 HA0623                          STATION DESCRIPTION
 HA0623
 HA0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0623'3.6 MI NW FROM STANLEY.
 HA0623'ABOUT 0.35 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 HA0623'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT STANLEY,
 HA0623'THENCE ABOUT 2.85 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING
 HA0623'TO CARLINBURG, THENCE ABOUT 0.35 MILE SOUTHWEST ALONG A GRAVEL
 HA0623'ROAD LEADING TO NEWMAN, 19 FEET NORTHWEST OF CENTER LINE OF ROAD,
 HA0623'ON NORTHWEST-SOUTHEAST LINE BETWEEN TWO CULTIVATED FIELDS,
 HA0623'47 FEET WEST AND ACROSS ROAD FROM THE NORTHWEST 24-INCH OAK
 HA0623'TREE OF A NORTHWEST-SOUTHEAST ROW OF LARGE OAK TREES, 2 FEET
 HA0623'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE
 HA0623'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0623'3 INCHES.
 HA0623
 HA0623                          STATION RECOVERY (1984)
 HA0623
 HA0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HA0623'MARK NOT FOUND.
 HA0623
 HA0623                          STATION RECOVERY (1984)
 HA0623
 HA0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HA0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0622 ***********************************************************************
 HA0622  DESIGNATION -  HENSLEY RM 1
 HA0622  PID         -  HA0622
 HA0622  STATE/COUNTY-  KY/DAVIESS
 HA0622  USGS QUAD   -  REED (1980)
 HA0622
 HA0622                         *CURRENT SURVEY CONTROL
 HA0622  ___________________________________________________________________
 HA0622* NAD 83(1986)-  37 51 33.     (N)    087 16 34.     (W)     SCALED    
 HA0622* NAVD 88     -       118.013  (meters)     387.18   (feet)  ADJUSTED  
 HA0622  ___________________________________________________________________
 HA0622  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HA0622  DYNAMIC HT  -         117.932 (meters)     386.92  (feet)  COMP
 HA0622  MODELED GRAV-     979,943.2   (mgal)                       NAVD 88
 HA0622
 HA0622  VERT ORDER  -  FIRST     CLASS II
 HA0622
 HA0622.The horizontal coordinates were scaled from a topographic map and have
 HA0622.an estimated accuracy of +/- 6 seconds.
 HA0622
 HA0622.The orthometric height was determined by differential leveling
 HA0622.and adjusted by the National Geodetic Survey in June 1991..
 HA0622
 HA0622.The geoid height was determined by GEOID03.
 HA0622
 HA0622.The dynamic height is computed by dividing the NAVD 88
 HA0622.geopotential number by the normal gravity value computed on the
 HA0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0622.degrees latitude (g = 980.6199 gals.).
 HA0622
 HA0622.The modeled gravity was interpolated from observed gravity values.
 HA0622
 HA0622;                    North         East    Units  Estimated Accuracy
 HA0622;SPC KY1Z     - 1,170,440.    1,365,720.      MT  (+/- 180 meters Scaled)
 HA0622
 HA0622                          SUPERSEDED SURVEY CONTROL
 HA0622
 HA0622  NGVD 29 (??/??/92)  118.111  (m)          387.50   (f) ADJ UNCH    1 2
 HA0622
 HA0622.Superseded values are not recommended for survey control.
 HA0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0622.See file dsdata.txt to determine how the superseded data were derived.
 HA0622
 HA0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG757902(NAD 83)
 HA0622_MARKER: DR = REFERENCE MARK DISK
 HA0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0622_STAMPING: HENSELY NO 1 1950
 HA0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0622+STABILITY: SURFACE MOTION
 HA0622
 HA0622  HISTORY     - Date     Condition        Report By
 HA0622  HISTORY     - 1950     MONUMENTED       CGS
 HA0622  HISTORY     - 1953     GOOD             NGS
 HA0622  HISTORY     - 1984     MARK NOT FOUND   NGS
 HA0622  HISTORY     - 1984     MARK NOT FOUND   NGS
 HA0622
 HA0622                          STATION DESCRIPTION
 HA0622
 HA0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0622'3.2 MI NW FROM STANLEY.
 HA0622'ABOUT 0.35 MILE NORTHEAST ALONG A BLACK-TOP ROAD FROM ITS
 HA0622'CROSSING WITH THE LOUISVILLE AND NASHVILLE RAILROAD AT STANLEY,
 HA0622'THENCE ABOUT 2.85 MILES NORTHWEST ALONG A GRAVEL ROAD, AT THE
 HA0622'JUNCTION OF A ROAD SOUTHWEST TO NEWMAN, ABOUT 1.9 MILES NORTHEAST
 HA0622'ALONG GRAVEL ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT NEWMAN,
 HA0622'60 FEET SOUTHWEST OF CENTER LINE OF ROAD, 26 FEET NORTHWEST OF
 HA0622'CENTER LINE OF ROAD SOUTHWEST, 1 FOOT NORTHWEST OF A FENCE LINE,
 HA0622'38 FEET SOUTHWEST OF A FENCE CORNER, ABOUT LEVEL WITH JUNCTION
 HA0622'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 HA0622
 HA0622                          STATION RECOVERY (1984)
 HA0622
 HA0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HA0622'MARK NOT FOUND.
 HA0622
 HA0622                          STATION RECOVERY (1984)
 HA0622
 HA0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HA0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2109 ***********************************************************************
 GB2109  DESIGNATION -  HENSLEY RM 1
 GB2109  PID         -  GB2109
 GB2109  STATE/COUNTY-  KY/METCALFE
 GB2109  USGS QUAD   -  SUMMER SHADE (1974)
 GB2109
 GB2109                         *CURRENT SURVEY CONTROL
 GB2109  ___________________________________________________________________
 GB2109* NAD 83(1986)-  36 52 48.     (N)    085 39 56.     (W)     SCALED    
 GB2109* NAVD 88     -       348.804  (meters)    1144.37   (feet)  ADJUSTED  
 GB2109  ___________________________________________________________________
 GB2109  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB2109  DYNAMIC HT  -         348.518 (meters)    1143.43  (feet)  COMP
 GB2109  MODELED GRAV-     979,799.7   (mgal)                       NAVD 88
 GB2109
 GB2109  VERT ORDER  -  SECOND    CLASS 0
 GB2109
 GB2109.The horizontal coordinates were scaled from a topographic map and have
 GB2109.an estimated accuracy of +/- 6 seconds.
 GB2109
 GB2109.The orthometric height was determined by differential leveling
 GB2109.and adjusted by the National Geodetic Survey in June 1991..
 GB2109
 GB2109.The geoid height was determined by GEOID03.
 GB2109
 GB2109.The dynamic height is computed by dividing the NAVD 88
 GB2109.geopotential number by the normal gravity value computed on the
 GB2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2109.degrees latitude (g = 980.6199 gals.).
 GB2109
 GB2109.The modeled gravity was interpolated from observed gravity values.
 GB2109
 GB2109;                    North         East    Units  Estimated Accuracy
 GB2109;SPC KY1Z     - 1,060,680.    1,507,530.      MT  (+/- 180 meters Scaled)
 GB2109
 GB2109                          SUPERSEDED SURVEY CONTROL
 GB2109
 GB2109  NGVD 29 (??/??/92)  348.934  (m)         1144.79   (f) ADJ UNCH    2 0
 GB2109
 GB2109.Superseded values are not recommended for survey control.
 GB2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2109.See file dsdata.txt to determine how the superseded data were derived.
 GB2109
 GB2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF189823(NAD 83)
 GB2109_MARKER: DR = REFERENCE MARK DISK
 GB2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2109_STAMPING: HENSLEY NO 1 1951
 GB2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2109+STABILITY: SURFACE MOTION
 GB2109
 GB2109  HISTORY     - Date     Condition        Report By
 GB2109  HISTORY     - 1951     MONUMENTED       CGS
 GB2109
 GB2109                          STATION DESCRIPTION
 GB2109
 GB2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2109'1 MI W FROM BEAUMONT.
 GB2109'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 90 FROM THE SCHOOL AT
 GB2109'BEAUMONT, THENCE ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 163,
 GB2109'AT CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, 88 FEET
 GB2109'WEST OF CENTER LINE OF HIGHWAY, 2 FEET NORTHWEST OF SOUTHWEST
 GB2109'LEG OF STEEL TOWER NO. 117 OF POWER TRANSMISSION LINE, 78 1/2
 GB2109'FEET SOUTHEAST OF THE STATION MARK, AND SET IN THE TOP OF A
 GB2109'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0621 ***********************************************************************
 HA0621  DESIGNATION -  HENSLEY RM 2
 HA0621  PID         -  HA0621
 HA0621  STATE/COUNTY-  KY/DAVIESS
 HA0621  USGS QUAD   -  REED (1980)
 HA0621
 HA0621                         *CURRENT SURVEY CONTROL
 HA0621  ___________________________________________________________________
 HA0621* NAD 83(1986)-  37 51 33.     (N)    087 16 33.     (W)     SCALED    
 HA0621* NAVD 88     -       118.065  (meters)     387.35   (feet)  ADJUSTED  
 HA0621  ___________________________________________________________________
 HA0621  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HA0621  DYNAMIC HT  -         117.984 (meters)     387.09  (feet)  COMP
 HA0621  MODELED GRAV-     979,943.2   (mgal)                       NAVD 88
 HA0621
 HA0621  VERT ORDER  -  FIRST     CLASS II
 HA0621
 HA0621.The horizontal coordinates were scaled from a topographic map and have
 HA0621.an estimated accuracy of +/- 6 seconds.
 HA0621
 HA0621.The orthometric height was determined by differential leveling
 HA0621.and adjusted by the National Geodetic Survey in June 1991..
 HA0621
 HA0621.The geoid height was determined by GEOID03.
 HA0621
 HA0621.The dynamic height is computed by dividing the NAVD 88
 HA0621.geopotential number by the normal gravity value computed on the
 HA0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0621.degrees latitude (g = 980.6199 gals.).
 HA0621
 HA0621.The modeled gravity was interpolated from observed gravity values.
 HA0621
 HA0621;                    North         East    Units  Estimated Accuracy
 HA0621;SPC KY1Z     - 1,170,440.    1,365,750.      MT  (+/- 180 meters Scaled)
 HA0621
 HA0621                          SUPERSEDED SURVEY CONTROL
 HA0621
 HA0621  NGVD 29 (??/??/92)  118.163  (m)          387.67   (f) ADJ UNCH    1 2
 HA0621
 HA0621.Superseded values are not recommended for survey control.
 HA0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0621.See file dsdata.txt to determine how the superseded data were derived.
 HA0621
 HA0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG757902(NAD 83)
 HA0621_MARKER: DR = REFERENCE MARK DISK
 HA0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0621_STAMPING: HENSLEY NO 2 1950
 HA0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0621+STABILITY: SURFACE MOTION
 HA0621
 HA0621  HISTORY     - Date     Condition        Report By
 HA0621  HISTORY     - 1950     MONUMENTED       CGS
 HA0621  HISTORY     - 1953     GOOD             NGS
 HA0621  HISTORY     - 1962     GOOD             NGS
 HA0621  HISTORY     - 1984     MARK NOT FOUND   NGS
 HA0621  HISTORY     - 1984     MARK NOT FOUND   NGS
 HA0621
 HA0621                          STATION DESCRIPTION
 HA0621
 HA0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0621'3.2 MI NW FROM STANLEY.
 HA0621'ABOUT 0.35 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM ITS
 HA0621'CROSSING WITH THE LOUISVILLE AND NASHVILLE RAILROAD AT STANLEY,
 HA0621'THENCE ABOUT 2.85 MILES NORTHWEST ALONG A GRAVEL ROAD, AT THE
 HA0621'JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST TO NEWMAN, ABOUT 1.9
 HA0621'MILES NORTHEAST ALONG GRAVEL ROAD FROM ITS JUNCTION WITH U.S.
 HA0621'HIGHWAY 60 AT NEWMAN, 18 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 HA0621'150 FEET NORTHWEST OF CENTER LINE OF ROAD SOUTHWEST TO NEWMAN,
 HA0621'103 FEET SOUTH AND ACROSS ROAD FROM THE SOUTH CORNER OF A 2-STORY
 HA0621'FARM HOUSE, 138 1/2 FEET NORTH-NORTHWEST OF RM NO. 1, ABOUT
 HA0621'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0621'3 INCHES.
 HA0621
 HA0621                          STATION RECOVERY (1962)
 HA0621
 HA0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HA0621'RECOVERED IN GOOD CONDITION.
 HA0621
 HA0621                          STATION RECOVERY (1984)
 HA0621
 HA0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HA0621'MARK NOT FOUND.
 HA0621
 HA0621                          STATION RECOVERY (1984)
 HA0621
 HA0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HA0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2111 ***********************************************************************
 GB2111  DESIGNATION -  HENSLEY RM 2
 GB2111  PID         -  GB2111
 GB2111  STATE/COUNTY-  KY/METCALFE
 GB2111  USGS QUAD   -  SUMMER SHADE (1974)
 GB2111
 GB2111                         *CURRENT SURVEY CONTROL
 GB2111  ___________________________________________________________________
 GB2111* NAD 83(1986)-  36 52 48.     (N)    085 39 56.     (W)     SCALED    
 GB2111* NAVD 88     -       350.608  (meters)    1150.29   (feet)  ADJUSTED  
 GB2111  ___________________________________________________________________
 GB2111  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB2111  DYNAMIC HT  -         350.320 (meters)    1149.34  (feet)  COMP
 GB2111  MODELED GRAV-     979,799.7   (mgal)                       NAVD 88
 GB2111
 GB2111  VERT ORDER  -  SECOND    CLASS 0
 GB2111
 GB2111.The horizontal coordinates were scaled from a topographic map and have
 GB2111.an estimated accuracy of +/- 6 seconds.
 GB2111
 GB2111.The orthometric height was determined by differential leveling
 GB2111.and adjusted by the National Geodetic Survey in June 1991..
 GB2111
 GB2111.The geoid height was determined by GEOID03.
 GB2111
 GB2111.The dynamic height is computed by dividing the NAVD 88
 GB2111.geopotential number by the normal gravity value computed on the
 GB2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2111.degrees latitude (g = 980.6199 gals.).
 GB2111
 GB2111.The modeled gravity was interpolated from observed gravity values.
 GB2111
 GB2111;                    North         East    Units  Estimated Accuracy
 GB2111;SPC KY1Z     - 1,060,680.    1,507,530.      MT  (+/- 180 meters Scaled)
 GB2111
 GB2111                          SUPERSEDED SURVEY CONTROL
 GB2111
 GB2111  NGVD 29 (??/??/92)  350.738  (m)         1150.71   (f) ADJ UNCH    2 0
 GB2111
 GB2111.Superseded values are not recommended for survey control.
 GB2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2111.See file dsdata.txt to determine how the superseded data were derived.
 GB2111
 GB2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF189823(NAD 83)
 GB2111_MARKER: DR = REFERENCE MARK DISK
 GB2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2111_STAMPING: HENSLEY NO 2 1951
 GB2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2111+STABILITY: SURFACE MOTION
 GB2111
 GB2111  HISTORY     - Date     Condition        Report By
 GB2111  HISTORY     - 1951     MONUMENTED       CGS
 GB2111
 GB2111                          STATION DESCRIPTION
 GB2111
 GB2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2111'1 MI W FROM BEAUMONT.
 GB2111'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 90 FROM THE SCHOOL AT
 GB2111'BEAUMONT, THENCE ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 163,
 GB2111'AT THE CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, 193
 GB2111'FEET WEST OF CENTER LINE OF HIGHWAY, 136 1/2 FEET WEST-NORTHWEST
 GB2111'OF NORTHWEST LEG OF STEEL TOWER NO. 117 OF TRANSMISSION LINE,
 GB2111'86 FEET WEST OF THE STATION, ABOUT 4 FEET ABOVE HIGHWAY AND
 GB2111'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1766 ***********************************************************************
 HA1766  DESIGNATION -  HENSLEY RM 3
 HA1766  PID         -  HA1766
 HA1766  STATE/COUNTY-  KY/DAVIESS
 HA1766  USGS QUAD   -  REED (1980)
 HA1766
 HA1766                         *CURRENT SURVEY CONTROL
 HA1766  ___________________________________________________________________
 HA1766* NAD 83(1986)-  37 51 34.     (N)    087 16 34.     (W)     SCALED    
 HA1766* NAVD 88     -       117.49   (meters)     385.5    (feet)  RESET     
 HA1766  ___________________________________________________________________
 HA1766  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HA1766
 HA1766  VERT ORDER  -  THIRD
 HA1766
 HA1766.The horizontal coordinates were scaled from a topographic map and have
 HA1766.an estimated accuracy of +/- 6 seconds.
 HA1766
 HA1766.The orthometric height was computed from unverified reset data.
 HA1766.No vertical observational check was made to the station.
 HA1766
 HA1766.The geoid height was determined by GEOID03.
 HA1766
 HA1766;                    North         East    Units  Estimated Accuracy
 HA1766;SPC KY1Z     - 1,170,470.    1,365,720.      MT  (+/- 180 meters Scaled)
 HA1766
 HA1766                          SUPERSEDED SURVEY CONTROL
 HA1766
 HA1766  NGVD 29 (10/08/05)  117.59   (m)          385.8    (f) RESET       3  
 HA1766
 HA1766.Superseded values are not recommended for survey control.
 HA1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1766.See file dsdata.txt to determine how the superseded data were derived.
 HA1766
 HA1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG757902(NAD 83)
 HA1766_MARKER: DR = REFERENCE MARK DISK
 HA1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1766_SP_SET: CONCRETE POST
 HA1766_STAMPING: HENSLEY 1950 NO 3 1984
 HA1766_MARK LOGO: NGS   
 HA1766_PROJECTION: PROJECTING 3 CENTIMETERS
 HA1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1766+STABILITY: SURFACE MOTION
 HA1766
 HA1766  HISTORY     - Date     Condition        Report By
 HA1766  HISTORY     - 1984     MONUMENTED       NGS
 HA1766
 HA1766                          STATION DESCRIPTION
 HA1766
 HA1766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HA1766'21.7 KM (13.50 MI) NW FROM OWENSBORO.
 HA1766'18.7 KM (11.60 MI) NORTHWEST ALONG US HIGHWAY 60 FROM THE COURTHOUSE
 HA1766'IN OWENSBORO TO A JUNCTION WITH STEAMBOAT ROAD IN THE VILLAGE OF
 HA1766'NEWMAN, THEN 3.0 KM (1.85 MI) NORTHEAST ALONG STEAMBOAT ROAD TO A
 HA1766'T-INTERSECTION WITH LAKETOWN ROAD, ON LINE WITH THE EXTENDED
 HA1766'CENTERLINE OF STEAMBOAT ROAD, 21.0 M (68.9 FT) NORTHEAST OF THE
 HA1766'CENTER OF THE INTERSECTION, AND 0.6 M (2.0 FT) SOUTHWEST OF A POWER
 HA1766'POLE.
 HA1766'THE MARK IS 8.3 METERS  NE FROM  A WITNESS POST
 HA1766'THE MARK IS 0.4 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1767 ***********************************************************************
 HA1767  DESIGNATION -  HENSLEY RM 4
 HA1767  PID         -  HA1767
 HA1767  STATE/COUNTY-  KY/DAVIESS
 HA1767  USGS QUAD   -  REED (1980)
 HA1767
 HA1767                         *CURRENT SURVEY CONTROL
 HA1767  ___________________________________________________________________
 HA1767* NAD 83(1986)-  37 51 34.     (N)    087 16 34.     (W)     SCALED    
 HA1767* NAVD 88     -       118.01   (meters)     387.2    (feet)  RESET     
 HA1767  ___________________________________________________________________
 HA1767  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HA1767
 HA1767  VERT ORDER  -  THIRD
 HA1767
 HA1767.The horizontal coordinates were scaled from a topographic map and have
 HA1767.an estimated accuracy of +/- 6 seconds.
 HA1767
 HA1767.The orthometric height was computed from unverified reset data.
 HA1767.No vertical observational check was made to the station.
 HA1767
 HA1767.The geoid height was determined by GEOID03.
 HA1767
 HA1767;                    North         East    Units  Estimated Accuracy
 HA1767;SPC KY1Z     - 1,170,470.    1,365,720.      MT  (+/- 180 meters Scaled)
 HA1767
 HA1767                          SUPERSEDED SURVEY CONTROL
 HA1767
 HA1767  NGVD 29 (10/08/05)  118.11   (m)          387.5    (f) RESET       3  
 HA1767
 HA1767.Superseded values are not recommended for survey control.
 HA1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1767.See file dsdata.txt to determine how the superseded data were derived.
 HA1767
 HA1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG757902(NAD 83)
 HA1767_MARKER: DR = REFERENCE MARK DISK
 HA1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1767_SP_SET: CONCRETE POST
 HA1767_STAMPING: HENSLEY 1950 NO 4 1984
 HA1767_MARK LOGO: NGS   
 HA1767_PROJECTION: FLUSH
 HA1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1767+STABILITY: SURFACE MOTION
 HA1767
 HA1767  HISTORY     - Date     Condition        Report By
 HA1767  HISTORY     - 1984     MONUMENTED       NGS
 HA1767
 HA1767                          STATION DESCRIPTION
 HA1767
 HA1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HA1767'21.7 KM (13.50 MI) NW FROM OWENSBORO.
 HA1767'18.7 KM (11.60 MI) NORTHWEST ALONG US HIGHWAY 60 FROM THE COURTHOUSE
 HA1767'IN OWENSBORO TO A JUNCTION WITH STEAMBOAT ROAD IN THE VILLAGE OF
 HA1767'NEWMAN, THEN 3.0 KM (1.85 MI) NORTHEAST ALONG STEAMBOAT ROAD TO A
 HA1767'T-INTERSECTION WITH LAKETOWN ROAD, 14.6 M (47.9 FT) NORTHWEST OF THE
 HA1767'CENTER OF THE INTERSECTION, 8.8 M (28.9 FT) NORTHEAST OF THE
 HA1767'CENTERLINE OF LAKETOWN ROAD, AND 6.6 M (21.7 FT) SOUTHEAST OF A POWER
 HA1767'POLE.
 HA1767'THE MARK IS 9.2 METERS  NW FROM  A WITNESS POST
 HA1767'THE MARK IS 0.4 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3318 ***********************************************************************
 GY3318  DESIGNATION -  HERD
 GY3318  PID         -  GY3318
 GY3318  STATE/COUNTY-  KY/JACKSON
 GY3318  USGS QUAD   -  STURGEON (1976)
 GY3318
 GY3318                         *CURRENT SURVEY CONTROL
 GY3318  ___________________________________________________________________
 GY3318* NAD 83(1993)-  37 22 33.21711(N)    083 52 23.43813(W)     ADJUSTED  
 GY3318* NAVD 88     -       417.     (meters)    1368.     (feet)  SCALED    
 GY3318  ___________________________________________________________________
 GY3318  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 GY3318  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GY3318
 GY3318  HORZ ORDER  -  SECOND
 GY3318
 GY3318.The horizontal coordinates were established by classical geodetic methods
 GY3318.and adjusted by the National Geodetic Survey in December 1995..
 GY3318
 GY3318.The orthometric height was scaled from a topographic map.
 GY3318
 GY3318.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3318
 GY3318.The geoid height was determined by GEOID03.
 GY3318
 GY3318;                    North         East     Units Scale Factor Converg.
 GY3318;SPC KY1Z     - 1,117,378.298 1,666,212.461   MT  0.99994285   +1 09 08.3
 GY3318;SPC KY1Z     - 3,665,931.97  5,466,565.38   sFT  0.99994285   +1 09 08.3
 GY3318;SPC KY S     -   617,348.371   666,213.200   MT  0.99994567   +1 08 17.6
 GY3318;SPC KY S     - 2,025,417.11  2,185,734.47   sFT  0.99994567   +1 08 17.6
 GY3318;UTM  17      - 4,140,446.868   245,591.630   MT  1.00039734   -1 44 42.3
 GY3318
 GY3318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3318!SPC KY1Z     -   0.99993948  x   0.99994285  =   0.99988234
 GY3318!SPC KY S     -   0.99993948  x   0.99994567  =   0.99988516
 GY3318!UTM  17      -   0.99993948  x   1.00039734  =   1.00033680
 GY3318
 GY3318|---------------------------------------------------------------------|
 GY3318| PID    Reference Object                     Distance      Geod. Az  |
 GY3318|                                                           dddmmss.s |
 GY3318| DB9957 HERD RM 1                            24.241 METERS 04248     |
 GY3318| DB9958 HERD RM 2                            28.819 METERS 22558     |
 GY3318| DB9956 HERD AZ MK                                         2651426.9 |
 GY3318|---------------------------------------------------------------------|
 GY3318
 GY3318                          SUPERSEDED SURVEY CONTROL
 GY3318
 GY3318  NAD 83(1986)-  37 22 33.22359(N)    083 52 23.44343(W) AD(       ) 2
 GY3318  NAD 27      -  37 22 32.90300(N)    083 52 23.71600(W) AD(       ) 2
 GY3318
 GY3318.Superseded values are not recommended for survey control.
 GY3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3318.See file dsdata.txt to determine how the superseded data were derived.
 GY3318
 GY3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB4559240447(NAD 83)
 GY3318_MARKER: DS = TRIANGULATION STATION DISK
 GY3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3318
 GY3318  HISTORY     - Date     Condition        Report By
 GY3318  HISTORY     - 1950     MONUMENTED       CGS
 GY3318
 GY3318                          STATION DESCRIPTION
 GY3318
 GY3318'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3318'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF TYNER ON THE PROPERTY
 GY3318'OF W.G. FARMER.  IT IS 24 FEET SOUTHWEST OF THE HIGHEST POINT OF
 GY3318'HILL, 9 FEET SOUTH OF A 10-INCH TRIANGLE BLAZED OAK TREE AND 9 FEET
 GY3318'NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 GY3318'AND THE DISK IS STAMPED HERD 1950.
 GY3318'
 GY3318'REFERENCE MARK NO. 1 IS ON THE NORTHEAST END OF RIDGE.  THE MARK
 GY3318'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED HERD NO 1 1950.
 GY3318'
 GY3318'REFERENCE MARK NO. 2 IS OVER THE SOUTHWEST SLOPE OF RIDGE.  THE MARK
 GY3318'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HERD NO 2 1950.
 GY3318'
 GY3318'AZIMUTH MARK IS 40 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE
 GY3318'BARN, 1 FOOT EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 GY3318'FENCE CORNER.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GY3318'STAMPED HERD 1950.
 GY3318'
 GY3318'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE
 GY3318'HIGHWAY 30, IN TYNER, GO NORTH ON HIGHWAYS FOR 0.8 MILE TO WHERE
 GY3318'HIGHWAY 30 TURNS RIGHT, TURN RIGHT ON HIGHWAY 30 AND GO EAST AND
 GY3318'NORTH FOR 2.9 MILES TO A GATE ON RIGHT, THIS IS ABOUT 0.05 MILE
 GY3318'BEFORE REACHING A SMALL STORE ON RIGHT, TURN RIGHT THROUGH GATE AND
 GY3318'GO EAST TO A LARGE BARN, PASS BARN ON THE NORTH SIDE AND FOLLOW
 GY3318'MAIN FARM ROAD FOR 0.2 MILE TO A ROAD FORK, TURN RIGHT, UPHILL
 GY3318'THROUGH WOODS AND FOLLOW MAIN DIM ROAD FOR ABOUT 0.2 MILE TO TOP OF
 GY3318'HILL AND STATION AS DESCRIBED.
 GY3318'
 GY3318'TO REACH AZIMUTH MARK FROM STORE MENTIONED ABOVE, GO NORTH ON HIGHWAY
 GY3318'FOR ABOUT 0.05 MILE TO DRIVEWAY RIGHT, TURN RIGHT ON DRIVEWAY AND GO
 GY3318'ABOUT 0.05 MILE TO BARN ON RIGHT AND AZIMUTH MARK AS DESCRIBED.
 GY3318'
 GY3318'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2650 ***********************************************************************
 GC2650  DESIGNATION -  HERNDON
 GC2650  PID         -  GC2650
 GC2650  STATE/COUNTY-  KY/CHRISTIAN
 GC2650  USGS QUAD   -  CHURCH HILL (1981)
 GC2650
 GC2650                         *CURRENT SURVEY CONTROL
 GC2650  ___________________________________________________________________
 GC2650* NAD 83(1993)-  36 45 45.90434(N)    087 34 51.52050(W)     ADJUSTED  
 GC2650* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 GC2650  ___________________________________________________________________
 GC2650  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 GC2650  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2650
 GC2650  HORZ ORDER  -  THIRD
 GC2650
 GC2650.The horizontal coordinates were established by classical geodetic methods
 GC2650.and adjusted by the National Geodetic Survey in December 1995..
 GC2650
 GC2650.The orthometric height was scaled from a topographic map.
 GC2650
 GC2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2650
 GC2650.The geoid height was determined by GEOID03.
 GC2650
 GC2650;                    North         East     Units Scale Factor Converg.
 GC2650;SPC KY1Z     - 1,049,264.289 1,336,512.063   MT  1.00009212   -1 07 26.9
 GC2650;SPC KY1Z     - 3,442,461.25  4,384,873.33   sFT  1.00009212   -1 07 26.9
 GC2650;SPC KY S     -   549,238.248   336,527.719   MT  0.99999479   -1 06 37.5
 GC2650;SPC KY S     - 1,801,959.15  1,104,091.36   sFT  0.99999479   -1 06 37.5
 GC2650;UTM  16      - 4,068,711.465   448,146.453   MT  0.99963312   -0 20 51.8
 GC2650
 GC2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2650!SPC KY1Z     -   0.99997778  x   1.00009212  =   1.00006990
 GC2650!SPC KY S     -   0.99997778  x   0.99999479  =   0.99997257
 GC2650!UTM  16      -   0.99997778  x   0.99963312  =   0.99961091
 GC2650
 GC2650:                Primary Azimuth Mark                     Grid Az
 GC2650:SPC KY1Z     -  CHURCH HILL STATE FOREST LOT             017 21 55.9
 GC2650:SPC KY S     -  CHURCH HILL STATE FOREST LOT             017 21 06.5
 GC2650:UTM  16      -  CHURCH HILL STATE FOREST LOT             016 35 20.8
 GC2650
 GC2650|---------------------------------------------------------------------|
 GC2650| PID    Reference Object                     Distance      Geod. Az  |
 GC2650|                                                           dddmmss.s |
 GC2650| GC2649 CHURCH HILL STATE FOREST LOT        APPROX. 6.4 KM 0161429.0 |
 GC2650| GC2651 TT 12 FLS                            14.920 METERS 09419     |
 GC2650| CG6049 HERNDON AZ MK                                      1003010.9 |
 GC2650| CG6050 HERNDON RM 1                         24.190 METERS 19958     |
 GC2650|---------------------------------------------------------------------|
 GC2650
 GC2650                          SUPERSEDED SURVEY CONTROL
 GC2650
 GC2650  NAD 83(1986)-  36 45 45.91353(N)    087 34 51.52363(W) AD(       ) 3
 GC2650  NAD 27      -  36 45 45.74300(N)    087 34 51.47700(W) AD(       ) 3
 GC2650
 GC2650.Superseded values are not recommended for survey control.
 GC2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2650.See file dsdata.txt to determine how the superseded data were derived.
 GC2650
 GC2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4814668711(NAD 83)
 GC2650_MARKER: DS = TRIANGULATION STATION DISK
 GC2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2650
 GC2650  HISTORY     - Date     Condition        Report By
 GC2650  HISTORY     - 1953     MONUMENTED       CGS
 GC2650  HISTORY     - 1956     SEE DESCRIPTION  CGS
 GC2650
 GC2650                          STATION DESCRIPTION
 GC2650
 GC2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2650'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF HOPKINSVILLE, 6 MILES
 GC2650'SOUTHEAST OF JULIEN AND 1-1/2 MILES NORTH OF HERNDON, ON
 GC2650'PROPERTY OWNED BY MR. I.N. LONG. IT IS 210 FEET NORTH OF THE
 GC2650'NORTHWEST CORNER OF MR. LONGS HOUSE, 33 FEET SOUTH OF THE
 GC2650'CENTER OF A GRAVEL ROAD AND 19 FEET SOUTHEAST OF A FENCE CORNER. THE
 GC2650'MARK IS FLUSH AND THE DISK IS STAMPED HERNDON 1953.
 GC2650'
 GC2650'REFERENCE MARK NO. 1 IS 9 FEET WEST OF A 6 INCH MAPLE TREE AND 1 FOOT
 GC2650'EAST OF A FENCE. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2650'HERNDON NO 1 1953.
 GC2650'
 GC2650'TT 12 FLS (USGS) B.M. WAS USED AS A REFERENCE MARK. IT IS 38 FEET
 GC2650'SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 27 FEET WEST OF
 GC2650'THE CENTER OF AN ENTRANCE DRIVE. THE MARK IS A 6X6 INCH CONCRETE
 GC2650'POST, FLUSH WITH THE GROUND WITH A BRONZE U.S. GEOLOGICAL
 GC2650'SURVEY BENCH MARK DISK STAMPED TT 12 FLS 1946.
 GC2650'
 GC2650'AZIMUTH MARK IS 49 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 GC2650'HOUSE, 15 FEET WEST OF THE CENTER OF A DIRT ENTRANCE DRIVE
 GC2650'AND 2 FEET SOUTH OF A POWER LINE POLE AND WHITE WITNESS POST. THE
 GC2650'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED HERNDON
 GC2650'1953.
 GC2650'
 GC2650'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 272 AND 117
 GC2650'IN JULIEN, GO SOUTHEAST ON HIGHWAY 117 FOR 2.65 MILES TO
 GC2650'JUNCTION WITH HIGHWAY 164 AT NEWSTEAD, CONTINUE SOUTHEAST ON HIGHWAY
 GC2650'117 FOR 3.6 MILES TO A JOGGED CROSSROAD, TURN SHARP LEFT AND
 GC2650'GO NORTHEAST ON GRAVEL ROAD FOR 0.6 MILES TO A T INTERSECTION, TURN
 GC2650'RIGHT AND GO SOUTHEAST AND EAST ON GRAVEL ROAD FOR 0.5 MILE
 GC2650'TO THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE EAST ON GRAVEL
 GC2650'ROAD FOR 0.3 MILE TO A FARM DRIVEWAY ON THE RIGHT, TURN RIGHT ON
 GC2650'FARM LANE FOR ABOUT 250 FEET TO THE MARK ON THE RIGHT AS
 GC2650'DESCRIBED.
 GC2650'
 GC2650'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2650
 GC2650                          STATION RECOVERY (1956)
 GC2650
 GC2650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 GC2650'POST HAS BEEN DUG UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2372 ***********************************************************************
 HZ2372  DESIGNATION -  HERRON
 HZ2372  PID         -  HZ2372
 HZ2372  STATE/COUNTY-  KY/HARRISON
 HZ2372  USGS QUAD   -  BERRY (1953)
 HZ2372
 HZ2372                         *CURRENT SURVEY CONTROL
 HZ2372  ___________________________________________________________________
 HZ2372* NAD 83(1993)-  38 30 40.22671(N)    084 28 07.68275(W)     ADJUSTED  
 HZ2372* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 HZ2372  ___________________________________________________________________
 HZ2372  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 HZ2372  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 HZ2372
 HZ2372  HORZ ORDER  -  SECOND
 HZ2372
 HZ2372.The horizontal coordinates were established by classical geodetic methods
 HZ2372.and adjusted by the National Geodetic Survey in December 1995..
 HZ2372
 HZ2372.The orthometric height was scaled from a topographic map.
 HZ2372
 HZ2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2372
 HZ2372.The geoid height was determined by GEOID03.
 HZ2372
 HZ2372;                    North         East     Units Scale Factor Converg.
 HZ2372;SPC KY1Z     - 1,242,474.983 1,611,738.001   MT  0.99996623   +0 47 11.8
 HZ2372;SPC KY1Z     - 4,076,353.34  5,287,843.76   sFT  0.99996623   +0 47 11.8
 HZ2372;SPC KY N     -   112,260.347   480,917.089   MT  0.99996237   -0 08 10.0
 HZ2372;SPC KY N     -   368,307.49  1,577,808.82   sFT  0.99996237   -0 08 10.0
 HZ2372;UTM  16      - 4,265,569.906   720,697.373   MT  1.00019986   +1 34 36.2
 HZ2372
 HZ2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2372!SPC KY1Z     -   0.99996191  x   0.99996623  =   0.99992814
 HZ2372!SPC KY N     -   0.99996191  x   0.99996237  =   0.99992428
 HZ2372!UTM  16      -   0.99996191  x   1.00019986  =   1.00016176
 HZ2372
 HZ2372|---------------------------------------------------------------------|
 HZ2372| PID    Reference Object                     Distance      Geod. Az  |
 HZ2372|                                                           dddmmss.s |
 HZ2372| DB9960 HERRON RM 1                          45.370 METERS 06357     |
 HZ2372| DB9961 HERRON RM 2                                        25555     |
 HZ2372| DB9959 HERRON AZ MK                                       3595802.8 |
 HZ2372|---------------------------------------------------------------------|
 HZ2372
 HZ2372                          SUPERSEDED SURVEY CONTROL
 HZ2372
 HZ2372  NAD 83(1986)-  38 30 40.23150(N)    084 28 07.69251(W) AD(       ) 2
 HZ2372  NAD 27      -  38 30 39.97300(N)    084 28 07.90300(W) AD(       ) 2
 HZ2372
 HZ2372.Superseded values are not recommended for survey control.
 HZ2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2372.See file dsdata.txt to determine how the superseded data were derived.
 HZ2372
 HZ2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2069765570(NAD 83)
 HZ2372_MARKER: DS = TRIANGULATION STATION DISK
 HZ2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2372
 HZ2372  HISTORY     - Date     Condition        Report By
 HZ2372  HISTORY     - 1949     MONUMENTED       CGS
 HZ2372
 HZ2372                          STATION DESCRIPTION
 HZ2372
 HZ2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2372'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF WILLIAMSTOWN NEAR
 HZ2372'A SETTLEMENT KNOWN LOCALLY AS HERRONS CORNER.  IT IS 165 FEET
 HZ2372'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 36 AND A PAVE T ROAD,
 HZ2372'85 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 15 FEET SOUTHEAST OF A
 HZ2372'FENCE LINE AND WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 HZ2372'INCHES AND THE DISK IS STAMPED HERRON 1949.
 HZ2372'
 HZ2372'REFERENCE MARK NO.1 IS 20 FEET NORTHWEST OF THE CENTER OF THE PAVED
 HZ2372'ROAD.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 HZ2372'HERRON NO 1 1949.
 HZ2372'
 HZ2372'REFERENCE MARK NO.2 IS 33 FEET NORTH OF THE CENTER OF THE HIGHWAY AND
 HZ2372'1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 HZ2372'THE DISK IS STAMPED HERRON NO 2 1949.
 HZ2372'
 HZ2372'AZIMUTH MARK IS 15 FEET WEST OF THE CENTER OF A ROCK ROAD, 2 FEET
 HZ2372'NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.
 HZ2372'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED HERRON 1949.
 HZ2372'
 HZ2372'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 HZ2372'HIGHWAY 36 NEAR CHERRY GROVE, WHICH IS ABOUT 2 MILES SOUTH OF
 HZ2372'WILLIAMSTOWN, GO SOUTHEAST AND EAST ON HIGHWAY 36 FOR 10.8 MILES TO A
 HZ2372'T ROAD LEFT AT HERRONS CORNER AND THE STATION ON THE LEFT AS
 HZ2372'DESCRIBED.
 HZ2372'
 HZ2372'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHEAST ON PAVED ROAD
 HZ2372'FOR 0.2 MILE TO A FORK, TAKE LEFT FORK AND GO NORTH FOR 0.2 MILE TO
 HZ2372'TOP OF A HILL AND MARK ON THE LEFT AS DESCRIBED.
 HZ2372'
 HZ2372'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1957 ***********************************************************************
 GB1957  DESIGNATION -  HESTAND
 GB1957  PID         -  GB1957
 GB1957  STATE/COUNTY-  KY/MONROE
 GB1957  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB1957
 GB1957                         *CURRENT SURVEY CONTROL
 GB1957  ___________________________________________________________________
 GB1957* NAD 83(1993)-  36 40 36.16132(N)    085 39 42.95204(W)     ADJUSTED  
 GB1957* NAVD 88     -       314.423  (meters)    1031.57   (feet)  ADJUSTED  
 GB1957  ___________________________________________________________________
 GB1957  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 GB1957  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB1957  DYNAMIC HT  -         314.158 (meters)    1030.70  (feet)  COMP
 GB1957  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 GB1957
 GB1957  HORZ ORDER  -  THIRD
 GB1957  VERT ORDER  -  SECOND    CLASS 0
 GB1957
 GB1957.The horizontal coordinates were established by classical geodetic methods
 GB1957.and adjusted by the National Geodetic Survey in December 1995..
 GB1957
 GB1957.The orthometric height was determined by differential leveling
 GB1957.and adjusted by the National Geodetic Survey in June 1991..
 GB1957
 GB1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1957
 GB1957.The geoid height was determined by GEOID03.
 GB1957
 GB1957.The dynamic height is computed by dividing the NAVD 88
 GB1957.geopotential number by the normal gravity value computed on the
 GB1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1957.degrees latitude (g = 980.6199 gals.).
 GB1957
 GB1957.The modeled gravity was interpolated from observed gravity values.
 GB1957
 GB1957;                    North         East     Units Scale Factor Converg.
 GB1957;SPC KY1Z     - 1,038,115.072 1,507,873.181   MT  1.00012208   +0 03 14.7
 GB1957;SPC KY1Z     - 3,405,882.53  4,947,080.59   sFT  1.00012208   +0 03 14.7
 GB1957;SPC KY S     -   538,109.723   507,872.305   MT  1.00001076   +0 03 12.3
 GB1957;SPC KY S     - 1,765,448.32  1,666,244.39   sFT  1.00001076   +0 03 12.3
 GB1957;SPC TN       -   260,058.589   630,220.642   MT  1.00005647   +0 11 52.5
 GB1957;SPC TN       -   853,208.89  2,067,648.89   sFT  1.00005647   +0 11 52.5
 GB1957;UTM  16      - 4,059,843.879   619,561.393   MT  0.99977611   +0 47 57.6
 GB1957
 GB1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1957!SPC KY1Z     -   0.99995544  x   1.00012208  =   1.00007751
 GB1957!SPC KY S     -   0.99995544  x   1.00001076  =   0.99996620
 GB1957!SPC TN       -   0.99995544  x   1.00005647  =   1.00001190
 GB1957!UTM  16      -   0.99995544  x   0.99977611  =   0.99973156
 GB1957
 GB1957|---------------------------------------------------------------------|
 GB1957| PID    Reference Object                     Distance      Geod. Az  |
 GB1957|                                                           dddmmss.s |
 GB1957| GB1958 HESTAND RM 2                          4.265 METERS 06939     |
 GB1957| GB1959 HESTAND AZ MK                                      1542747.9 |
 GB1957| GB1955 PTS 35 M                            140.783 METERS 34533     |
 GB1957| GB1956 HESTAND RM 1                         27.068 METERS 35818     |
 GB1957|---------------------------------------------------------------------|
 GB1957
 GB1957                          SUPERSEDED SURVEY CONTROL
 GB1957
 GB1957  NAD 83(1986)-  36 40 36.17144(N)    085 39 42.95832(W) AD(       ) 3
 GB1957  NAD 27      -  36 40 35.96000(N)    085 39 43.05600(W) AD(       ) 3
 GB1957  NGVD 29 (??/??/92)  314.544  (m)         1031.97   (f) ADJ UNCH    2 0
 GB1957
 GB1957.Superseded values are not recommended for survey control.
 GB1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1957.See file dsdata.txt to determine how the superseded data were derived.
 GB1957
 GB1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1956159844(NAD 83)
 GB1957_MARKER: DS = TRIANGULATION STATION DISK
 GB1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1957_STAMPING: HESTAND 1950
 GB1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1957+STABILITY: SURFACE MOTION
 GB1957
 GB1957  HISTORY     - Date     Condition        Report By
 GB1957  HISTORY     - 1950     MONUMENTED       CGS
 GB1957  HISTORY     - 1951     GOOD             NGS
 GB1957
 GB1957                          STATION DESCRIPTION
 GB1957
 GB1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB1957'STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF TOMPKINSVILLE AND 2.5
 GB1957'MILES NORTHWEST OF HESTAND ON PROPERTY OWNED BY MR. T.B. COMBS.
 GB1957'IT IS 150 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 163, 30 FEET
 GB1957'NORTHWEST OF THE CENTER OF AN ABANDONED ROAD, 18 FEET NORTHWEST
 GB1957'OF A FENCE LINE AND 7 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS
 GB1957'FLUSH AND THE DISK IS STAMPED HESTAND 1950.
 GB1957'
 GB1957'REFERENCE MARK NO. 1 IS 15 FEET NORTHWEST OF THE CENTER OF THE
 GB1957'ABANDONED ROAD, 4 FEET NORTHWEST OF THE FENCE LINE AND 4 FEET
 GB1957'SOUTHWEST OF A 6 INCH TWIN OAK TREE.  THE MARK IS FLUSH AND THE DISK
 GB1957'IS STAMPED HESTAND NO 1 1950.
 GB1957'
 GB1957'REFERENCE MARK NO. 1 IS 15 FEET NORTHWEST OF THE CENTER OF THE
 GB1957'ABANDONED ROAD AND 4 FEET NORTHWEST OF THE FENCE LINE.  THE MARK IS
 GB1957'FLUSH AND THE DISK IS STAMPED HESTAND NO 2 1950.
 GB1957'
 GB1957'PTS 35 M (USGS) BM IS 39 FEET NORTHWEST OF THE CENTER OF A GRAVEL
 GB1957'ROAD, 32 FEET NORTHEAST OF THE CENTER OF HIGHWAY 163 AND 24 FEET
 GB1957'WEST OF A POWER LINE POLE.  THE MARK IS A 6X6 INCH CONCRETE POST
 GB1957'PROJECTING ABOUT 2 INCHES WITH A STANDARD USGS BENCH MARK DISK
 GB1957'STAMPED P.T. STA. NO. 35 M. 1946.
 GB1957'
 GB1957'AZIMUTH MARK IS ON PROPERTY OWNED BY MR. G. GRIMSLEY.  IT IS 74 FEET
 GB1957'EAST OF THE CENTER OF HIGHWAY 163, 70 FEET NORTHWEST OF THE
 GB1957'NORTHWEST CORNER OF A FRAME HOUSE AND 33 FEET SOUTHEAST OF A WHITE
 GB1957'WITNESS POST AND POWER LINE POLE.  THE MARK PROJECTS ABOUT 2 INCHES
 GB1957'AND THE DISK IS STAMPED HESTAND 1950.
 GB1957'
 GB1957'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 163 AND 63
 GB1957'IN TOMPKINSVILLE GO SOUTHEAST ON HIGHWAY 163 FOR 2.55 MILES TO
 GB1957'THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE SOUTHEAST ON HIGHWAY
 GB1957'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GB1957'
 GB1957'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB1957
 GB1957                          STATION RECOVERY (1951)
 GB1957
 GB1957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GB1957'2.6 MI SE FROM TOMPKINSVILLE.
 GB1957'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 163 FROM THE COURT
 GB1957'HOUSE AT TOMPKINSVILLE, THENCE ABOUT 110 YARDS SOUTH ACROSS
 GB1957'COUNTRY TO THE TOP OF A HILL, ABOUT 0.1 MILE SOUTH OF A CONCRETE
 GB1957'BLOCK SERVICE STATION AND STORE WHICH IS AT THE JUNCTION OF STATE
 GB1957'HIGHWAY 163 AND A GRAVEL ROAD EAST, 30 FEET WEST OF THE CENTER
 GB1957'LINE OF AN ABANDONED ROAD, ABOUT 50 YARDS WEST OF HIGHWAY, 14
 GB1957'FEET WEST OF RM NO. 2, 88 FEET SOUTH OF RM NO. 1, 7 FEET
 GB1957'WEST-NORTHWEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE
 GB1957'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1959 ***********************************************************************
 GB1959  DESIGNATION -  HESTAND AZ MK
 GB1959  PID         -  GB1959
 GB1959  STATE/COUNTY-  KY/MONROE
 GB1959  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB1959
 GB1959                         *CURRENT SURVEY CONTROL
 GB1959  ___________________________________________________________________
 GB1959* NAD 83(1986)-  36 40 14.     (N)    085 39 30.     (W)     SCALED    
 GB1959* NAVD 88     -       297.105  (meters)     974.75   (feet)  ADJUSTED  
 GB1959  ___________________________________________________________________
 GB1959  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB1959  DYNAMIC HT  -         296.854 (meters)     973.93  (feet)  COMP
 GB1959  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 GB1959
 GB1959  VERT ORDER  -  SECOND    CLASS 0
 GB1959
 GB1959.The horizontal coordinates were scaled from a topographic map and have
 GB1959.an estimated accuracy of +/- 6 seconds.
 GB1959
 GB1959.The orthometric height was determined by differential leveling
 GB1959.and adjusted by the National Geodetic Survey in June 1991..
 GB1959
 GB1959.The geoid height was determined by GEOID03.
 GB1959
 GB1959.The dynamic height is computed by dividing the NAVD 88
 GB1959.geopotential number by the normal gravity value computed on the
 GB1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1959.degrees latitude (g = 980.6199 gals.).
 GB1959
 GB1959.The modeled gravity was interpolated from observed gravity values.
 GB1959
 GB1959;                    North         East    Units  Estimated Accuracy
 GB1959;SPC KY1Z     - 1,037,430.    1,508,200.      MT  (+/- 180 meters Scaled)
 GB1959
 GB1959                          SUPERSEDED SURVEY CONTROL
 GB1959
 GB1959  NGVD 29 (??/??/92)  297.226  (m)          975.15   (f) ADJ UNCH    2 0
 GB1959
 GB1959.Superseded values are not recommended for survey control.
 GB1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1959.See file dsdata.txt to determine how the superseded data were derived.
 GB1959
 GB1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF198591(NAD 83)
 GB1959_MARKER: DZ = AZIMUTH MARK DISK
 GB1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1959_STAMPING: HESTAND 1950
 GB1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1959+STABILITY: SURFACE MOTION
 GB1959
 GB1959  HISTORY     - Date     Condition        Report By
 GB1959  HISTORY     - 1950     MONUMENTED       CGS
 GB1959  HISTORY     - 1951     GOOD             NGS
 GB1959
 GB1959                          STATION DESCRIPTION
 GB1959
 GB1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1959'3 MI SE FROM TOMPKINSVILLE.
 GB1959'ABOUT 2.95 MILES SOUTHEAST ALONG STATE HIGHWAY 163 FROM THE
 GB1959'COURT HOUSE AT TOMPKINSVILLE, ABOUT 0.55 MILE SOUTHEAST OF THE
 GB1959'JUNCTION OF A GRAVEL ROAD EAST, NEAR THE TOP OF A GRADE, 74
 GB1959'FEET EAST OF CENTER LINE OF HIGHWAY, 39 FEET NORTHWEST OF
 GB1959'NORTHWEST PORCH CORNER OF A WHITE HOUSE, 33 1/2 FEET EAST OF A
 GB1959'POWER POLE WITH A TRANSFORMER, 9 FEET NORTH OF CENTER LINE OF
 GB1959'DRIVE TO HOUSE, 3.3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 GB1959'ABOUT 1 1/2 FEET ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GB1959'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1956 ***********************************************************************
 GB1956  DESIGNATION -  HESTAND RM 1
 GB1956  PID         -  GB1956
 GB1956  STATE/COUNTY-  KY/MONROE
 GB1956  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB1956
 GB1956                         *CURRENT SURVEY CONTROL
 GB1956  ___________________________________________________________________
 GB1956* NAD 83(1986)-  36 40 35.     (N)    085 39 43.     (W)     SCALED    
 GB1956* NAVD 88     -       312.969  (meters)    1026.80   (feet)  ADJUSTED  
 GB1956  ___________________________________________________________________
 GB1956  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB1956  DYNAMIC HT  -         312.705 (meters)    1025.93  (feet)  COMP
 GB1956  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 GB1956
 GB1956  VERT ORDER  -  SECOND    CLASS 0
 GB1956
 GB1956.The horizontal coordinates were scaled from a topographic map and have
 GB1956.an estimated accuracy of +/- 6 seconds.
 GB1956
 GB1956.The orthometric height was determined by differential leveling
 GB1956.and adjusted by the National Geodetic Survey in June 1991..
 GB1956
 GB1956.The geoid height was determined by GEOID03.
 GB1956
 GB1956.The dynamic height is computed by dividing the NAVD 88
 GB1956.geopotential number by the normal gravity value computed on the
 GB1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1956.degrees latitude (g = 980.6199 gals.).
 GB1956
 GB1956.The modeled gravity was interpolated from observed gravity values.
 GB1956
 GB1956;                    North         East    Units  Estimated Accuracy
 GB1956;SPC KY1Z     - 1,038,080.    1,507,870.      MT  (+/- 180 meters Scaled)
 GB1956
 GB1956                          SUPERSEDED SURVEY CONTROL
 GB1956
 GB1956  NGVD 29 (??/??/92)  313.090  (m)         1027.20   (f) ADJ UNCH    2 0
 GB1956
 GB1956.Superseded values are not recommended for survey control.
 GB1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1956.See file dsdata.txt to determine how the superseded data were derived.
 GB1956
 GB1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF195598(NAD 83)
 GB1956_MARKER: DR = REFERENCE MARK DISK
 GB1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1956_STAMPING: HESTAND NO 1 1950
 GB1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1956+STABILITY: SURFACE MOTION
 GB1956
 GB1956  HISTORY     - Date     Condition        Report By
 GB1956  HISTORY     - 1950     MONUMENTED       CGS
 GB1956  HISTORY     - 1951     GOOD             NGS
 GB1956
 GB1956                          STATION DESCRIPTION
 GB1956
 GB1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1956'2.6 MI SE FROM TOMPKINSVILLE.
 GB1956'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 163 FROM THE COURT
 GB1956'HOUSE AT TOMPKINSVILLE, THENCE ABOUT 100 YARDS SOUTH ACROSS
 GB1956'COUNTRY, ABOUT 30 YARDS NORTH OF THE TOP OF A HILL, ABOUT 0.1
 GB1956'MILE SOUTH OF A CONCRETE BLOCK SERVICE STATION WHICH IS AT
 GB1956'JUNCTION OF HIGHWAY 163 AND A GRAVEL ROAD EAST, 15 FEET WEST OF
 GB1956'CENTER LINE OF AN ABANDONED ROAD, 5 FEET SOUTH-SOUTHWEST OF
 GB1956'A 12-INCH LOW FORKED OAK TREE, 88 FEET NORTH OF STATION MARK
 GB1956'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1958 ***********************************************************************
 GB1958  DESIGNATION -  HESTAND RM 2
 GB1958  PID         -  GB1958
 GB1958  STATE/COUNTY-  KY/MONROE
 GB1958  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB1958
 GB1958                         *CURRENT SURVEY CONTROL
 GB1958  ___________________________________________________________________
 GB1958* NAD 83(1986)-  36 40 35.     (N)    085 39 43.     (W)     SCALED    
 GB1958* NAVD 88     -       314.694  (meters)    1032.46   (feet)  ADJUSTED  
 GB1958  ___________________________________________________________________
 GB1958  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB1958  DYNAMIC HT  -         314.428 (meters)    1031.59  (feet)  COMP
 GB1958  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 GB1958
 GB1958  VERT ORDER  -  SECOND    CLASS 0
 GB1958
 GB1958.The horizontal coordinates were scaled from a topographic map and have
 GB1958.an estimated accuracy of +/- 6 seconds.
 GB1958
 GB1958.The orthometric height was determined by differential leveling
 GB1958.and adjusted by the National Geodetic Survey in June 1991..
 GB1958
 GB1958.The geoid height was determined by GEOID03.
 GB1958
 GB1958.The dynamic height is computed by dividing the NAVD 88
 GB1958.geopotential number by the normal gravity value computed on the
 GB1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1958.degrees latitude (g = 980.6199 gals.).
 GB1958
 GB1958.The modeled gravity was interpolated from observed gravity values.
 GB1958
 GB1958;                    North         East    Units  Estimated Accuracy
 GB1958;SPC KY1Z     - 1,038,080.    1,507,870.      MT  (+/- 180 meters Scaled)
 GB1958
 GB1958                          SUPERSEDED SURVEY CONTROL
 GB1958
 GB1958  NGVD 29 (??/??/92)  314.814  (m)         1032.85   (f) ADJ UNCH    2 0
 GB1958
 GB1958.Superseded values are not recommended for survey control.
 GB1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1958.See file dsdata.txt to determine how the superseded data were derived.
 GB1958
 GB1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF195598(NAD 83)
 GB1958_MARKER: DR = REFERENCE MARK DISK
 GB1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1958_STAMPING: HESTAND NO 2 1950
 GB1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1958+STABILITY: SURFACE MOTION
 GB1958
 GB1958  HISTORY     - Date     Condition        Report By
 GB1958  HISTORY     - 1950     MONUMENTED       CGS
 GB1958  HISTORY     - 1951     GOOD             NGS
 GB1958
 GB1958                          STATION DESCRIPTION
 GB1958
 GB1958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1958'2.6 MI SE FROM TOMPKINSVILLE.
 GB1958'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 163 FROM THE COURT
 GB1958'HOUSE AT TOMPKINSVILLE, THENCE ABOUT 110 YARDS SOUTH ACROSS
 GB1958'COUNTRY TO THE TOP OF A HILL, ABOUT 0.1 MILE SOUTH OF A
 GB1958'CONCRETE BLOCK SERVICE STATION AND STORE BUILDING WHICH IS
 GB1958'AT THE JUNCTION OF HIGHWAY 163 AND A GRAVEL ROAD EAST, 16 FEET
 GB1958'WEST OF THE CENTER LINE OF AN ABANDONED ROAD, 14 FEET EAST OF
 GB1958'THE STATION MARK, 10 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 GB1958'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE9676 ***********************************************************************
 DE9676  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9676  DESIGNATION -  HICKMAN
 DE9676  PID         -  DE9676
 DE9676  STATE/COUNTY-  KY/FULTON
 DE9676  USGS QUAD   -  HICKMAN (1983)
 DE9676
 DE9676                         *CURRENT SURVEY CONTROL
 DE9676  ___________________________________________________________________
 DE9676* NAD 83(1993)-  36 34 04.71277(N)    089 12 22.20264(W)     ADJUSTED  
 DE9676* NAVD 88     -        98.02   (meters)     321.6    (feet)  GPS OBS   
 DE9676  ___________________________________________________________________
 DE9676  X           -      71,056.625 (meters)                     COMP
 DE9676  Y           -  -5,128,265.328 (meters)                     COMP
 DE9676  Z           -   3,779,037.151 (meters)                     COMP
 DE9676  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DE9676  ELLIP HEIGHT-          69.85  (meters)          (01/24/03) GPS OBS
 DE9676  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DE9676
 DE9676  HORZ ORDER  -  FIRST
 DE9676  ELLP ORDER  -  SECOND    CLASS II
 DE9676
 DE9676.The horizontal coordinates were established by GPS observations
 DE9676.and adjusted by the National Geodetic Survey in January 2003..
 DE9676
 DE9676.The orthometric height was determined by GPS observations and a
 DE9676.high-resolution geoid model using precise GPS observation and
 DE9676.processing techniques.
 DE9676
 DE9676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9676
 DE9676.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9676
 DE9676.The ellipsoidal height was determined by GPS observations
 DE9676.and is referenced to NAD 83.
 DE9676
 DE9676.The geoid height was determined by GEOID03.
 DE9676
 DE9676;                    North         East     Units Scale Factor Converg.
 DE9676;SPC KY1Z     - 1,031,772.237 1,190,649.299   MT  1.00016311   -2 07 19.0
 DE9676;SPC KY1Z     - 3,385,072.75  3,906,321.91   sFT  1.00016311   -2 07 19.0
 DE9676;SPC KY S     -   531,697.700   190,687.475   MT  1.00003413   -2 05 45.7
 DE9676;SPC KY S     - 1,744,411.54    625,613.82   sFT  1.00003413   -2 05 45.7
 DE9676;UTM  16      - 4,049,213.293   302,584.651   MT  1.00008018   -1 18 53.3
 DE9676
 DE9676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9676!SPC KY1Z     -   0.99998904  x   1.00016311  =   1.00015215
 DE9676!SPC KY S     -   0.99998904  x   1.00003413  =   1.00002317
 DE9676!UTM  16      -   0.99998904  x   1.00008018  =   1.00006922
 DE9676
 DE9676                          SUPERSEDED SURVEY CONTROL
 DE9676
 DE9676.No superseded survey control is available for this station.
 DE9676
 DE9676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0258549213(NAD 83)
 DE9676_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9676_STAMPING: HICKMAN GAGE REF. 2001
 DE9676_MARK LOGO: USACE 
 DE9676_PROJECTION: FLUSH
 DE9676_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9676+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 DE9676
 DE9676  HISTORY     - Date     Condition        Report By
 DE9676  HISTORY     - 20010606 MONUMENTED       USACE
 DE9676  HISTORY     - 20011009 GOOD             3001
 DE9676  HISTORY     - 20030714 GOOD             EMCINC
 DE9676
 DE9676                          STATION DESCRIPTION
 DE9676
 DE9676'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9676'THE STATION IS LOCATED IN HICKMAN, KY, ON THE LEVEE NEAR THE FERRY
 DE9676'LANDING, 10 MILES
 DE9676'SOUTH OF OAKTON, KY, AND 7 MILES NORTHEAST OF BONDURANT, KY.
 DE9676' 
 DE9676'TO REACH THE STATION FROM THE INTERSECTION OF THE CROSSING OF HWY 94
 DE9676'AND THE HICKMAN
 DE9676'REELFOOT LEVEE ON THE SOUTHWEST END OF HICKMAN, KY, PROCEED NORTHEAST
 DE9676'ALONG HWY 94
 DE9676'FOR 0.25 MILES TO A ROAD TO THE LEFT LEADING TO HICKMAN FERRY.  TURN
 DE9676'LEFT ONTO FERRY
 DE9676'ROAD, THEN IMMEDIATELY TURN RIGHT ONTO GRAVEL ROAD ON TOP OF CITY OF
 DE9676'HICKMAN LEVEE.
 DE9676'PROCEED NORTHEAST ALONG ROAD ON TOP OF LEVEE FOR 0.1 MILES, TO LEVEE
 DE9676'MILE POST 1/2 AND
 DE9676'THE MARK IS ON THE RIGHT.
 DE9676' 
 DE9676'THE STATION IS AN ALUMINUM DISK SET 6 CM BELOW THE GROUND, 2 FEET WEST
 DE9676'OF MILE POST1/2,
 DE9676'13 FEET EAST OF CENTERLINE OF LEVEE.  STAMPED HICKMAN GAGE REF 2001.
 DE9676' 
 DE9676' 
 DE9676' 
 DE9676'
 DE9676
 DE9676                          STATION RECOVERY (2003)
 DE9676
 DE9676'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DE9676'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1450 ***********************************************************************
 GD1450  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1450  CBN         -  This is a Cooperative Base Network Control Station.
 GD1450  DESIGNATION -  HICKMAN RESET
 GD1450  PID         -  GD1450
 GD1450  STATE/COUNTY-  KY/FULTON
 GD1450  USGS QUAD   -  HICKMAN (1983)
 GD1450
 GD1450                         *CURRENT SURVEY CONTROL
 GD1450  ___________________________________________________________________
 GD1450* NAD 83(1993)-  36 34 17.01624(N)    089 11 05.52527(W)     ADJUSTED  
 GD1450* NAVD 88     -       144.00   (meters)     472.4    (feet)  GPS OBS   
 GD1450  ___________________________________________________________________
 GD1450  X           -      72,960.324 (meters)                     COMP
 GD1450  Y           -  -5,128,049.560 (meters)                     COMP
 GD1450  Z           -   3,779,369.153 (meters)                     COMP
 GD1450  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 GD1450  ELLIP HEIGHT-         115.85  (meters)          (08/22/02) GPS OBS
 GD1450  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD1450
 GD1450  HORZ ORDER  -  B
 GD1450  ELLP ORDER  -  THIRD     CLASS I
 GD1450
 GD1450.The horizontal coordinates were established by GPS observations
 GD1450.and adjusted by the National Geodetic Survey in September 1994..
 GD1450
 GD1450.The orthometric height was determined by GPS observations and a
 GD1450.high-resolution geoid model using precise GPS observation and
 GD1450.processing techniques. It supersedes the leveled height previously
 GD1450.determined for this station.
 GD1450
 GD1450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1450
 GD1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1450
 GD1450.The ellipsoidal height was determined by GPS observations
 GD1450.and is referenced to NAD 83.
 GD1450
 GD1450.The geoid height was determined by GEOID03.
 GD1450
 GD1450;                    North         East     Units Scale Factor Converg.
 GD1450;SPC KY1Z     - 1,032,080.908 1,192,568.824   MT  1.00016176   -2 06 31.9
 GD1450;SPC KY1Z     - 3,386,085.45  3,912,619.55   sFT  1.00016176   -2 06 31.9
 GD1450;SPC KY S     -   532,007.196   192,606.614   MT  1.00003334   -2 04 59.2
 GD1450;SPC KY S     - 1,745,426.94    631,910.20   sFT  1.00003334   -2 04 59.2
 GD1450;UTM  16      - 4,049,548.935   304,499.473   MT  1.00007091   -1 18 08.0
 GD1450
 GD1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1450!SPC KY1Z     -   0.99998182  x   1.00016176  =   1.00014358
 GD1450!SPC KY S     -   0.99998182  x   1.00003334  =   1.00001516
 GD1450!UTM  16      -   0.99998182  x   1.00007091  =   1.00005273
 GD1450
 GD1450:                Primary Azimuth Mark                     Grid Az
 GD1450:SPC KY1Z     -  FISHGAP                                  225 43 00.1
 GD1450:SPC KY S     -  FISHGAP                                  225 41 27.4
 GD1450:UTM  16      -  FISHGAP                                  224 54 36.2
 GD1450
 GD1450|---------------------------------------------------------------------|
 GD1450| PID    Reference Object                     Distance      Geod. Az  |
 GD1450|                                                           dddmmss.s |
 GD1450| GD1657 FISHGAP                             APPROX.13.3 KM 2233628.2 |
 GD1450| GD0518 HICKMAN RM 3                         41.712 METERS 25321     |
 GD1450| GD1557 HICKMAN STANDPIPE                     9.448 METERS 26218     |
 GD1450| GD0516 HICKMAN RM 1                        125.910 METERS 28543     |
 GD1450| GD0517 HICKMAN RM 2                         65.038 METERS 35126     |
 GD1450|---------------------------------------------------------------------|
 GD1450
 GD1450                          SUPERSEDED SURVEY CONTROL
 GD1450
 GD1450  ELLIP H (09/07/94)  115.89   (m)                       GP(       ) 4 1
 GD1450  NAD 83(1986)-  36 34 17.03145(N)    089 11 05.52300(W) AD(       ) 1
 GD1450  NAD 27      -  36 34 16.80900(N)    089 11 05.27900(W) AD(       ) 1
 GD1450  NAVD 88 (08/03/04)  143.98   (m)          472.4    (f) LEVELING    3  
 GD1450  NAVD 88 (01/24/03)  143.98   (m)          472.4    (f) LEVELING    3  
 GD1450
 GD1450.Superseded values are not recommended for survey control.
 GD1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1450.See file dsdata.txt to determine how the superseded data were derived.
 GD1450
 GD1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0449949549(NAD 83)
 GD1450_MARKER: DS = TRIANGULATION STATION DISK
 GD1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1450_SP_SET: CONCRETE POST
 GD1450_STAMPING: HICKMAN 1929 1982
 GD1450_MARK LOGO: NGS   
 GD1450_PROJECTION: FLUSH
 GD1450_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1450+STABILITY: SURFACE MOTION
 GD1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1450+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD1450
 GD1450  HISTORY     - Date     Condition        Report By
 GD1450  HISTORY     - 1982     MONUMENTED       NGS
 GD1450  HISTORY     - 19810615 GOOD             NGS
 GD1450  HISTORY     - 19931222 GOOD             NGS
 GD1450  HISTORY     - 19940303 GOOD
 GD1450  HISTORY     - 19970303 GOOD             NGS
 GD1450  HISTORY     - 20010502 GOOD             USACE
 GD1450  HISTORY     - 20010817 GOOD             KYDT
 GD1450  HISTORY     - 20010817 GOOD             KYDT
 GD1450  HISTORY     - 20011007 GOOD             3001
 GD1450  HISTORY     - 20021220 GOOD             WOOLPT
 GD1450  HISTORY     - 20031010 GOOD             TNDT
 GD1450
 GD1450                          STATION DESCRIPTION
 GD1450
 GD1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GD1450'IN HICKMAN.
 GD1450'NEAR THE HICKMAN STANDPIPES, JUST WEST OF THE LIBRARY, 16.8 METERS
 GD1450'(55.0 FEET) NORTHEAST OF A FIRE PLUG, 10.4 METERS (34.0 FEET)
 GD1450'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE CONCRETE SLAB, 23.8
 GD1450'METERS (78.0 FEET) NORTH OF THE CENTERLINE OF STATE HIGHWAY 94, 0.3
 GD1450'METERS (1.0 FOOT) SOUTH OF A WITNESS POST, AND 26.8 METERS (88.0 FEET)
 GD1450'SOUTHEAST OF THE SOUTHEAST FACE OF THE WEST ONE OF 2 STANDPIPES.
 GD1450
 GD1450                          STATION RECOVERY (1981)
 GD1450
 GD1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GD1450'THE STATION MARK WAS RESET FROM RANGE POINTS WHICH WERE SET BEFORE THE
 GD1450'SITE WAS GRADED DOWN.  REFERENCE MARK 3 WAS FOUND WITH THE CURB
 GD1450'CRACKED BUT THE MARK SOLID AND WAS DESTROYED AFTER REFERENCE MARKS 4
 GD1450'AND 5 WERE SET.  THE DISTANCE TO REFERENCE MARK 3 CHECKED.
 GD1450'STATION IS LOCATED ON CITY PROPERTY NEAR 2 LARGE STANDPIPES JUST EAST
 GD1450'OF THE LIBRARY 16.8 METERS (55.1 FT) NORTHEAST OF A FIRE PLUG 10.4
 GD1450'METERS (34.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE CONCRETE
 GD1450'SLAB 23.8 METERS (78.1 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 94
 GD1450'0.3 METERS (1.0 FT) SOUTH OF A WITNESS POST AND 26.8 METERS (87.9 FT)
 GD1450'SOUTHEAST OF THE SOUTHEAST FACE OF THE WEST STANDPIPE.  THE MONUMENT
 GD1450'PROJECTS .06 METER (0.20 FT) AND THE DISK IS STAMPED--HICKMAN 1929
 GD1450'1982--. REFERENCE MARK 4 IS A STANDARD DISK STAMPED--HICKMAN 1929 NO 4
 GD1450'1982--. SET IN A DRILL HOLE IN THE TOP OF THE SOUTH CONCRETE CURB OF
 GD1450'STATE HIGHWAY 94 0.3 METER (1.0 FT) WEST OF THE EAST PLANE OF THE EAST
 GD1450'WALL OF A CONCRETE BLOCK CHURCH 4.9 METERS (16.1 FT) SOUTH OF THE
 GD1450'CENTER LINE OF THE HIGHWAY 14.0 METERS (45.9 FT) EAST OF A POWER POLE
 GD1450'WITH 3 TRANSFORMERS AND 17.1 METERS (56.1 FT) EAST OF THE NORTHEAST
 GD1450'CORNER OF CONCRETE STEPS. REFERENCE MARK 5 IS A STANDARD DISK
 GD1450'STAMPED--HICKMAN 1929 NO 5 1981--, SET IN A DRILL HOLE IN THE NORTH
 GD1450'EDGE OF THE CONCRETE BASE OF AN OLD STANDPIPE (WEST 1 OF 3 BASES)
 GD1450'31.1 METERS (102.0 FT) NORTH OF THE CENTELINE OF THE ROAD 4.3 METERS
 GD1450'(14.1 FT) NORTHEAST OF A UTILITY POLE 21.9 METERS (71.9 FT) SOUTHEAST
 GD1450'OF THE NORTHEAST CORNER OF A BRICK LIBRARY AND 6.4 METERS (21.0 FT)
 GD1450'SOUTHEAST OF THE SOUTHEAST FACE OF THE WEST 1 OF 2 STANDPIPES.
 GD1450
 GD1450                          STATION RECOVERY (1993)
 GD1450
 GD1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GD1450'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST FROM THE MISSISSIPPI
 GD1450'RIVER, IN THE TOWN OF HICKMAN AND NEAR THE HICKMAN STANDPIPES.
 GD1450'OWNERSHIP-- CITY OF HICKMAN.
 GD1450'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 94 AND STATE
 GD1450'ROUTE 125 IN HICKMAN, GO EAST ON STATE ROUTE 94 FOR 0.1 MI (0.2 KM)
 GD1450'TO THE STATION ON THE LEFT, JUST EAST OF THE LIBRARY AND JUST SOUTH OF
 GD1450'THE STANDPIPES.
 GD1450'THE STATION IS FLUSH WITH THE LEVEL OF THE GROUND.  LOCATED 26.8 M
 GD1450'(87.9 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE WEST ONE OF 2
 GD1450'STANDPIPES, 23.8 M (78.1 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 GD1450'94, 16.8 M (55.1 FT) NORTHEAST OF A FIREPLUG, 10.4 M (34.1 FT)
 GD1450'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE CONCRETE SLAB AND 0.4 M
 GD1450'(1.3 FT) NORTHEAST FROM A WITNESS POST.
 GD1450
 GD1450                          STATION RECOVERY (1994)
 GD1450
 GD1450'RECOVERED 1994
 GD1450'RECOVERED IN GOOD CONDITION.
 GD1450
 GD1450                          STATION RECOVERY (1997)
 GD1450
 GD1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GD1450'RECOVERED AS DESCRIBED.
 GD1450
 GD1450                          STATION RECOVERY (2001)
 GD1450
 GD1450'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (JMH)
 GD1450'MARK WAS RECOVERED IN GOOD CONDITION.
 GD1450
 GD1450                          STATION RECOVERY (2001)
 GD1450
 GD1450'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001
 GD1450'RECOVERED IN GOOD CONDITION.
 GD1450
 GD1450                          STATION RECOVERY (2001)
 GD1450
 GD1450'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (JG)
 GD1450'RECOVERED IN GOOD CONDITION.
 GD1450
 GD1450                          STATION RECOVERY (2001)
 GD1450
 GD1450'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 GD1450'THE STATION IS LOCATED IN HICKMAN, JUST EAST OF LIBRARY BY TWO LARGE
 GD1450'STAND PIPES.
 GD1450' 
 GD1450'OWNERSHIP-  CITY OF HICKMAN
 GD1450' 
 GD1450'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 94 AND STATE
 GD1450'ROUTE 125 IN
 GD1450'HICKMAN, GO EAST ON STATE ROUTE 94 FOR 0.1 MILES TO THE STATION ON THE
 GD1450'LEFT, JUST EAST OF
 GD1450'THE LIBRARY AND JUST SOUTH OF THE STAND PIPES.
 GD1450' 
 GD1450'THE STATION IS A TRIANGULATION STATION DISK SET IN TOP OF A CONCRETE
 GD1450'MONUMENT.  IT IS
 GD1450'LOCATED 87.9 FEET SOUTHEAST OF THE SOUTHEAST FACE OF THE WEST STAND
 GD1450'PIPE.  78.1 FEET
 GD1450'NORTH OF THE CENTERLINE OF HWY 94, 55.1 FEET NORTHEAST OF A FIRE
 GD1450'HYDRANT, 34.1 FEET
 GD1450'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE CONCRETE SLAB AND 1.3
 GD1450'FEET NORTHEAST
 GD1450'FROM A WITNESS POST.  THE STATION IS FLUSH WITH THE GROUND.
 GD1450' 
 GD1450'
 GD1450
 GD1450                          STATION RECOVERY (2002)
 GD1450
 GD1450'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GD1450'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS...
 GD1450' 
 GD1450'STATION IS 150.4 FT SSE OF THE SE CORNER OF THE LIBRARY, 105.2 FT ESE
 GD1450'OF A TRANSFORMER POLE  SPSC 4 40, 58.6 FT S OF THE SE CORNER OF A
 GD1450'METER PIT, 60.8 FT SW FROM A WATERVALVE.
 GD1450
 GD1450                          STATION RECOVERY (2003)
 GD1450
 GD1450'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD1450'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0517 ***********************************************************************
 GD0517  DESIGNATION -  HICKMAN RM 2
 GD0517  PID         -  GD0517
 GD0517  STATE/COUNTY-  KY/FULTON
 GD0517  USGS QUAD   -  HICKMAN (1983)
 GD0517
 GD0517                         *CURRENT SURVEY CONTROL
 GD0517  ___________________________________________________________________
 GD0517* NAD 83(1986)-  36 34 17.     (N)    089 11 05.     (W)     SCALED    
 GD0517* NAVD 88     -       143.065  (meters)     469.37   (feet)  ADJUSTED  
 GD0517  ___________________________________________________________________
 GD0517  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0517  DYNAMIC HT  -         142.954 (meters)     469.01  (feet)  COMP
 GD0517  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 GD0517
 GD0517  VERT ORDER  -  FIRST     CLASS I
 GD0517
 GD0517.The horizontal coordinates were scaled from a topographic map and have
 GD0517.an estimated accuracy of +/- 6 seconds.
 GD0517
 GD0517.The orthometric height was determined by differential leveling
 GD0517.and adjusted by the National Geodetic Survey in June 1991..
 GD0517.WARNING-Repeat measurements at this control monument indicate possible
 GD0517.vertical movement.
 GD0517
 GD0517.The geoid height was determined by GEOID03.
 GD0517
 GD0517.The dynamic height is computed by dividing the NAVD 88
 GD0517.geopotential number by the normal gravity value computed on the
 GD0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0517.degrees latitude (g = 980.6199 gals.).
 GD0517
 GD0517.The modeled gravity was interpolated from observed gravity values.
 GD0517
 GD0517;                    North         East    Units  Estimated Accuracy
 GD0517;SPC KY1Z     - 1,032,080.    1,192,580.      MT  (+/- 180 meters Scaled)
 GD0517
 GD0517                          SUPERSEDED SURVEY CONTROL
 GD0517
 GD0517  NGVD 29 (??/??/??)  142.990  (m)          469.13   (f) ADJUSTED    1 1
 GD0517
 GD0517.Superseded values are not recommended for survey control.
 GD0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0517.See file dsdata.txt to determine how the superseded data were derived.
 GD0517
 GD0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF045495(NAD 83)
 GD0517_MARKER: DR = REFERENCE MARK DISK
 GD0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0517_STAMPING: HICKMAN NO 2 1929
 GD0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0517+STABILITY: SURFACE MOTION
 GD0517
 GD0517  HISTORY     - Date     Condition        Report By
 GD0517  HISTORY     - 1929     MONUMENTED       CGS
 GD0517  HISTORY     - 1974     GOOD             NGS
 GD0517  HISTORY     - 20020810 MARK NOT FOUND   USACE
 GD0517
 GD0517                          STATION DESCRIPTION
 GD0517
 GD0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0517'AT HICKMAN.
 GD0517'AT HICKMAN, 0.55 MILE EAST ALONG STATE HIGHWAY 94 FROM THE POST
 GD0517'OFFICE, NEAR THE TOP OF THE SOUTH SIDE OF A RIVER BLUFF, 293
 GD0517'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 136 FEET NORTHEAST OF
 GD0517'THE NORTHEAST CORNER OF A CHURCH BUILDING, 17 FEET NORTH OF THE
 GD0517'CENTER LINE OF A TRACK ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST,
 GD0517'13 FEET ABOVE THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 GD0517'PROJECTING 1.2 FEET.
 GD0517
 GD0517                          STATION RECOVERY (2002)
 GD0517
 GD0517'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0518 ***********************************************************************
 GD0518  DESIGNATION -  HICKMAN RM 3
 GD0518  PID         -  GD0518
 GD0518  STATE/COUNTY-  KY/FULTON
 GD0518  USGS QUAD   -  HICKMAN (1983)
 GD0518
 GD0518                         *CURRENT SURVEY CONTROL
 GD0518  ___________________________________________________________________
 GD0518* NAD 83(1986)-  36 34 17.     (N)    089 11 05.     (W)     SCALED    
 GD0518* NAVD 88     -       143.023  (meters)     469.23   (feet)  ADJUSTED  
 GD0518  ___________________________________________________________________
 GD0518  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0518  DYNAMIC HT  -         142.911 (meters)     468.87  (feet)  COMP
 GD0518  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 GD0518
 GD0518  VERT ORDER  -  FIRST     CLASS I
 GD0518
 GD0518.The horizontal coordinates were scaled from a topographic map and have
 GD0518.an estimated accuracy of +/- 6 seconds.
 GD0518
 GD0518.The orthometric height was determined by differential leveling
 GD0518.and adjusted by the National Geodetic Survey in June 1991..
 GD0518
 GD0518.The geoid height was determined by GEOID03.
 GD0518
 GD0518.The dynamic height is computed by dividing the NAVD 88
 GD0518.geopotential number by the normal gravity value computed on the
 GD0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0518.degrees latitude (g = 980.6199 gals.).
 GD0518
 GD0518.The modeled gravity was interpolated from observed gravity values.
 GD0518
 GD0518;                    North         East    Units  Estimated Accuracy
 GD0518;SPC KY1Z     - 1,032,080.    1,192,580.      MT  (+/- 180 meters Scaled)
 GD0518
 GD0518                          SUPERSEDED SURVEY CONTROL
 GD0518
 GD0518  NGVD 29 (??/??/??)  142.948  (m)          468.99   (f) ADJUSTED    1 1
 GD0518
 GD0518.Superseded values are not recommended for survey control.
 GD0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0518.See file dsdata.txt to determine how the superseded data were derived.
 GD0518
 GD0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF045495(NAD 83)
 GD0518_MARKER: DR = REFERENCE MARK DISK
 GD0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0518_STAMPING: HICKMAN NO 3 1929 1969
 GD0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0518+STABILITY: SURFACE MOTION
 GD0518
 GD0518  HISTORY     - Date     Condition        Report By
 GD0518  HISTORY     - 1969     MONUMENTED       CGS
 GD0518  HISTORY     - 1974     GOOD             NGS
 GD0518  HISTORY     - 20020810 MARK NOT FOUND   USACE
 GD0518
 GD0518                          STATION DESCRIPTION
 GD0518
 GD0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0518'AT HICKMAN.
 GD0518'AT HICKMAN, 0.55 MILE EAST ALONG STATE HIGHWAY 94 FROM THE POST
 GD0518'OFFICE, AT HICKMAN WATER WORKS, ACROSS THE STREET FROM A SCHOOL
 GD0518'BUILDING, IN THE TOP OF THE NORTH CONCRETE CURB OF THE HIGHWAY,
 GD0518'135 FEET WEST-SOUTHWEST OF THE STATION, 84 FEET NORTH-NORTHEAST
 GD0518'AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF THE SCHOOL
 GD0518'BUILDING, 18 FEET EAST OF THE CENTER LINE OF A DRIVEWAY NORTH TO
 GD0518'THE LIBRARY, 76 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GD0518'CONCRETE FOUNDATION FOR THREE WATER TANKS, 24 FEET SOUTH OF A
 GD0518'40-INCH TREE, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 GD0518
 GD0518                          STATION RECOVERY (2002)
 GD0518
 GD0518'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0518'MARK DESTROYED. FOUND HOLE AND DISK IMPRESSION IN CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1451 ***********************************************************************
 GD1451  DESIGNATION -  HICKMAN RM 4
 GD1451  PID         -  GD1451
 GD1451  STATE/COUNTY-  KY/FULTON
 GD1451  USGS QUAD   -  HICKMAN (1983)
 GD1451
 GD1451                         *CURRENT SURVEY CONTROL
 GD1451  ___________________________________________________________________
 GD1451* NAD 83(1986)-  36 34 17.     (N)    089 11 05.     (W)     SCALED    
 GD1451* NAVD 88     -       142.06   (meters)     466.1    (feet)  RESET     
 GD1451  ___________________________________________________________________
 GD1451  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD1451
 GD1451  VERT ORDER  -  THIRD
 GD1451
 GD1451.The horizontal coordinates were scaled from a topographic map and have
 GD1451.an estimated accuracy of +/- 6 seconds.
 GD1451
 GD1451.The orthometric height was computed from unverified reset data.
 GD1451.No vertical observational check was made to the station.
 GD1451
 GD1451.The geoid height was determined by GEOID03.
 GD1451
 GD1451;                    North         East    Units  Estimated Accuracy
 GD1451;SPC KY1Z     - 1,032,080.    1,192,580.      MT  (+/- 180 meters Scaled)
 GD1451
 GD1451                          SUPERSEDED SURVEY CONTROL
 GD1451
 GD1451  NGVD 29 (10/08/05)  141.99   (m)          465.8    (f) RESET       3  
 GD1451
 GD1451.Superseded values are not recommended for survey control.
 GD1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1451.See file dsdata.txt to determine how the superseded data were derived.
 GD1451
 GD1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF045495(NAD 83)
 GD1451_MARKER: DR = REFERENCE MARK DISK
 GD1451_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GD1451_SP_SET: CURB
 GD1451_STAMPING: HICKMAN 1929 NO 4 1982
 GD1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1451
 GD1451  HISTORY     - Date     Condition        Report By
 GD1451  HISTORY     - 1982     MONUMENTED       NGS
 GD1451
 GD1451                          STATION DESCRIPTION
 GD1451
 GD1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GD1451'IN HICKMAN.
 GD1451'NEAR THE HICKMAN STANDPIPES, JUST WEST OF THE LIBRARY, IN TOP OF
 GD1451'THE SOUTH CONCRETE CURB OF STATE HIGHWAY 94, 0.3 METERS (1.0 FOOT)
 GD1451'WEST OF THE EAST PLANE OF THE EAST WALL OF A CONCRETE BLOCK CHURCH,
 GD1451'4.9 METERS (16.0 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14
 GD1451'METERS (46.0 FEET) EAST OF A POWERPOLE WITH 3 TRANSFORMERS, AND
 GD1451'17.1 METERS (56.0 FEET) EAST OF THE NORTHEAST CORNER OF CONCRETE STEPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1452 ***********************************************************************
 GD1452  DESIGNATION -  HICKMAN RM 5
 GD1452  PID         -  GD1452
 GD1452  STATE/COUNTY-  KY/FULTON
 GD1452  USGS QUAD   -  HICKMAN (1983)
 GD1452
 GD1452                         *CURRENT SURVEY CONTROL
 GD1452  ___________________________________________________________________
 GD1452* NAD 83(1986)-  36 34 17.     (N)    089 11 05.     (W)     SCALED    
 GD1452* NAVD 88     -       144.18   (meters)     473.0    (feet)  RESET     
 GD1452  ___________________________________________________________________
 GD1452  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD1452
 GD1452  VERT ORDER  -  THIRD
 GD1452
 GD1452.The horizontal coordinates were scaled from a topographic map and have
 GD1452.an estimated accuracy of +/- 6 seconds.
 GD1452
 GD1452.The orthometric height was computed from unverified reset data.
 GD1452.No vertical observational check was made to the station.
 GD1452
 GD1452.The geoid height was determined by GEOID03.
 GD1452
 GD1452;                    North         East    Units  Estimated Accuracy
 GD1452;SPC KY1Z     - 1,032,080.    1,192,580.      MT  (+/- 180 meters Scaled)
 GD1452
 GD1452                          SUPERSEDED SURVEY CONTROL
 GD1452
 GD1452  NGVD 29 (10/08/05)  144.11   (m)          472.8    (f) RESET       3  
 GD1452
 GD1452.Superseded values are not recommended for survey control.
 GD1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1452.See file dsdata.txt to determine how the superseded data were derived.
 GD1452
 GD1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF045495(NAD 83)
 GD1452_MARKER: DR = REFERENCE MARK DISK
 GD1452_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GD1452_SP_SET: CONCRETE BASE
 GD1452_STAMPING: HICKMAN 1929 NO 5 1982
 GD1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1452
 GD1452  HISTORY     - Date     Condition        Report By
 GD1452  HISTORY     - 1982     MONUMENTED       NGS
 GD1452
 GD1452                          STATION DESCRIPTION
 GD1452
 GD1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GD1452'IN HICKMAN.
 GD1452'NEAR THE HICKMAN STANDPIPES, JUST WEST OF THE LIBRARY, IN THE NORTH
 GD1452'EDGE OF THE CONCRETE BASE OF THE OLD STANDPIPE (WEST ONE OF THREE
 GD1452'BASES), 31.4 METERS (103.0 FEET) NORTH OF THE CENTERLINE OF STATE
 GD1452'HIGHWAY 94, 4.3 METERS (14.0 FEET) NORTHEAST OF A UTILITY POLE,
 GD1452'21.9 METERS (72.0 FEET) SOUTHEAST OF THE NORTHEAST CORNER OF A BRICK
 GD1452'LIBRARY, AND 6.4 METERS (21.0 FEET) SOUTHEAST OF THE SOUTHEAST
 GD1452'FACE OF THE WEST ONE OF 2 STANDPIPES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1641 ***********************************************************************
 HA1641  DESIGNATION -  HICKORY
 HA1641  PID         -  HA1641
 HA1641  STATE/COUNTY-  KY/CALDWELL
 HA1641  USGS QUAD   -  OLNEY (1967)
 HA1641
 HA1641                         *CURRENT SURVEY CONTROL
 HA1641  ___________________________________________________________________
 HA1641* NAD 83(1993)-  37 10 50.87305(N)    087 47 52.23567(W)     ADJUSTED  
 HA1641* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 HA1641  ___________________________________________________________________
 HA1641  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 HA1641  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 HA1641
 HA1641  HORZ ORDER  -  SECOND
 HA1641
 HA1641.The horizontal coordinates were established by classical geodetic methods
 HA1641.and adjusted by the National Geodetic Survey in December 1995..
 HA1641
 HA1641.The orthometric height was scaled from a topographic map.
 HA1641
 HA1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1641
 HA1641.The geoid height was determined by GEOID03.
 HA1641
 HA1641;                    North         East     Units Scale Factor Converg.
 HA1641;SPC KY1Z     - 1,096,050.597 1,318,169.120   MT  0.99997810   -1 15 26.3
 HA1641;SPC KY1Z     - 3,595,959.33  4,324,693.19   sFT  0.99997810   -1 15 26.3
 HA1641;SPC KY S     -   596,016.941   318,174.064   MT  0.99994897   -1 14 31.0
 HA1641;SPC KY S     - 1,955,432.25  1,043,876.07   sFT  0.99994897   -1 14 31.0
 HA1641;UTM  16      - 4,115,227.197   429,178.856   MT  0.99966178   -0 28 55.9
 HA1641
 HA1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1641!SPC KY1Z     -   0.99996948  x   0.99997810  =   0.99994758
 HA1641!SPC KY S     -   0.99996948  x   0.99994897  =   0.99991845
 HA1641!UTM  16      -   0.99996948  x   0.99966178  =   0.99963127
 HA1641
 HA1641:                Primary Azimuth Mark                     Grid Az
 HA1641:SPC KY1Z     -  CALVERT                                  066 13 46.2
 HA1641:SPC KY S     -  CALVERT                                  066 12 50.9
 HA1641:UTM  16      -  CALVERT                                  065 27 15.8
 HA1641
 HA1641|---------------------------------------------------------------------|
 HA1641| PID    Reference Object                     Distance      Geod. Az  |
 HA1641|                                                           dddmmss.s |
 HA1641| HA1635 CALVERT                             APPROX.10.3 KM 0645819.9 |
 HA1641| CG8015 HICKORY RM 1                         70.409 METERS 07509     |
 HA1641| CG8016 HICKORY RM 2                         27.486 METERS 16123     |
 HA1641| HA1643 CLAXTON RADIO STA KIY 28 TOWER      APPROX. 7.7 KM 1730732.3 |
 HA1641| HA1646 PRINCETON RADIO STA WPKY MAST       APPROX. 8.6 KM 2185455.5 |
 HA1641| HA1648 PRINCETON MUNICIPAL TANK            APPROX.10.9 KM 2224808.7 |
 HA1641| HA1640 ASHER LOOKOUT TOWER                 APPROX. 5.9 KM 3142018.3 |
 HA1641| HA1659 CRESWELL RADIO STA KIS 91 MAST      APPROX.15.4 KM 3190248.0 |
 HA1641|---------------------------------------------------------------------|
 HA1641
 HA1641                          SUPERSEDED SURVEY CONTROL
 HA1641
 HA1641  NAD 83(1986)-  37 10 50.88189(N)    087 47 52.23869(W) AD(       ) 2
 HA1641  NAD 27      -  37 10 50.71244(N)    087 47 52.19666(W) AD(       ) 2
 HA1641
 HA1641.Superseded values are not recommended for survey control.
 HA1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1641.See file dsdata.txt to determine how the superseded data were derived.
 HA1641
 HA1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2917915227(NAD 83)
 HA1641_MARKER: DS = TRIANGULATION STATION DISK
 HA1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1641
 HA1641  HISTORY     - Date     Condition        Report By
 HA1641  HISTORY     - 1962     MONUMENTED       CGS
 HA1641
 HA1641                          STATION DESCRIPTION
 HA1641
 HA1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1641'THE STATION IS LOCATED ON A WOODED HILL KNOWN LOCALLY AS HICKORY
 HA1641'HILL, ABOUT 7 MILES NORTHEAST OF PRINCETON, ABOUT 6 MILES
 HA1641'WEST-NORTHWEST OF DAWSON SPRINGS AND ON THE PROPERTY OF MR. MORRIS
 HA1641'BESHEAR.  IT IS 3 FEET EAST OF A WITNESS POST, 15 FEET SOUTHWEST OF
 HA1641'THE SOUTHWEST CORNER OF A SMALL SHED, 32 FEET SOUTH OF THE CENTERLINE
 HA1641'OF A TRACK ROAD AND 43 FEET SOUTHEAST OF A 20 INCH OAK TREE WITH A
 HA1641'TRIANGULAR BLAZE ON ITS SOUTHEAST SIDE.  THE MONUMENT PROJECTS 6
 HA1641'INCHES AND THE DISK IS STAMPED HICKORY 1962.
 HA1641'
 HA1641'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY 109
 HA1641'IN DAWSON SPRINGS, GO SOUTHWEST ON U.S. HIGHWAY 62 FOR 4.15 MILES
 HA1641'TO A BAPTIST CHURCH ON THE RIGHT.  CONTINUE SOUTHWEST ON THE HIGHWAY
 HA1641'FOR 2.4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 HA1641'NORTH-NORTHEAST ON A GRAVELED ROAD FOR 1.85 MILES TO A CEMETERY
 HA1641'ON THE RIGHT.  CONTINUE NORTHEAST ON THE GRAVELED
 HA1641'ROAD FOR 0.55 MILE TO A FORK.  TAKE LEFT FORK AND GO NORTHWEST ON A
 HA1641'GRAVELED ROAD FOR 0.55 MILE TO A GATE JUST NORTHEAST OF A FARM
 HA1641'HOUSE.  PASS THROUGH GATE AND GO NORTH ON A NARROW DIRT ROAD FOR
 HA1641'0.1 MILE TO A CREEK.  CROSS CREEK AND CONTINUE NORTH-NORTHEAST ON THE
 HA1641'DIRT ROAD FOR 0.9 MILE TO A SIDE ROAD RIGHT JUST BEFORE REACHING
 HA1641'A FARM HOUSE.  CONTINUE NORTH AND WEST ON A TRACK ROAD FOR 0.4 MILE
 HA1641'TO A FORK.  TAKE RIGHT FORK AND GO NORTHWESTERLY UP HILL ON A
 HA1641'CROOKED TRACK ROAD FOR 0.8 MILE TO A FORK.  TAKE LEFT FORK AND GO
 HA1641'NORTHWEST AND WEST ON THE TRACK ROAD FOR 0.7 MILE TO THE STATION ON
 HA1641'THE LEFT.
 HA1641'
 HA1641'REFERENCE MARK 1 IS 2 FEET SOUTHWEST OF A 30 INCH OAK TREE, 5 FEET
 HA1641'WEST OF A WITNESS POST AND 22 FEET SOUTH OF THE CENTERLINE OF
 HA1641'THE TRACK ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 HA1641'STAMPED HICKORY NO 1 1962.
 HA1641'
 HA1641'REFERENCE MARK 2 IS 8 FEET NORTHWEST OF A 6 INCH ELM TREE, 21 FEET
 HA1641'NORTHEAST OF A 6 INCH HICKORY TREE AND 91 FEET SOUTH OF THE WITNESS
 HA1641'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED HICKORY
 HA1641'NO 2 1962.
 HA1641'
 HA1641'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 HA1641'
 HA1641'NO PICTURE POINT AVAILABLE
 HA1641'
 HA1641'NO MEASUREMENT BETWEEN RMS TREES ON LINE
 HA1641'
 HA1641'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2407 ***********************************************************************
 HY2407  DESIGNATION -  HICKORY FLATS NATL FOREST LOT
 HY2407  PID         -  HY2407
 HY2407  STATE/COUNTY-  KY/ROWAN
 HY2407  USGS QUAD   -  CRANSTON (1970)
 HY2407
 HY2407                         *CURRENT SURVEY CONTROL
 HY2407  ___________________________________________________________________
 HY2407* NAD 83(1993)-  38 20 29.67450(N)    083 23 41.30379(W)     ADJUSTED  
 HY2407* NAVD 88     -                                                        
 HY2407  ___________________________________________________________________
 HY2407  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 HY2407  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HY2407
 HY2407  HORZ ORDER  -  THIRD
 HY2407
 HY2407.The horizontal coordinates were established by classical geodetic methods
 HY2407.and adjusted by the National Geodetic Survey in December 1995..
 HY2407
 HY2407
 HY2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2407
 HY2407.The geoid height was determined by GEOID03.
 HY2407
 HY2407;                    North         East     Units Scale Factor Converg.
 HY2407;SPC KY1Z     - 1,225,480.618 1,705,864.597   MT  0.99993782   +1 26 45.6
 HY2407;SPC KY1Z     - 4,020,597.66  5,596,657.43   sFT  0.99993782   +1 26 45.6
 HY2407;SPC KY N     -    93,759.325   574,760.271   MT  0.99996447   +0 31 55.2
 HY2407;SPC KY N     -   307,608.72  1,885,692.66   sFT  0.99996447   +0 31 55.2
 HY2407;UTM  17      - 4,246,428.970   290,707.186   MT  1.00013948   -1 29 10.2
 HY2407
 HY2407                          SUPERSEDED SURVEY CONTROL
 HY2407
 HY2407  NAD 83(1986)-  38 20 29.68163(N)    083 23 41.30946(W) AD(       ) 4
 HY2407  NAD 27      -  38 20 29.39600(N)    083 23 41.63700(W) AD(       ) 3
 HY2407
 HY2407.Superseded values are not recommended for survey control.
 HY2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2407.See file dsdata.txt to determine how the superseded data were derived.
 HY2407
 HY2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC9070746429(NAD 83)
 HY2407_MARKER: 57 = LOOKOUT TOWER
 HY2407
 HY2407  HISTORY     - Date     Condition        Report By
 HY2407  HISTORY     - 1949     FIRST OBSERVED   CGS
 HY2407  HISTORY     - 1953     GOOD             CGS
 HY2407
 HY2407                          STATION DESCRIPTION
 HY2407
 HY2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2407'STATION IS LOCATED ABOUT 12 MILES NORTH OF MOREHEAD AND 12 MILES
 HY2407'NORTHWEST OF OLIVE HILL ON THE HIGHEST HILL IN THE VICINITY.  IT IS
 HY2407'ABOUT 100 FEET HIGH, OF STEEL CONSTRUCTION, HAS FOUR LEGS AND HAS AN
 HY2407'OBSERVATION PLATFORM ON TOP.  POINT OF INTERSECTION WAS THE CENTER
 HY2407'OF TOP OF PLATFORM.
 HY2407'
 HY2407'TO REACH STATION FROM THE POST OFFICE IN MOREHEAD, GO EAST ON U.S.
 HY2407'HIGHWAY 60 FOR 5.1 MILES TO THE JUNCTION OF A GRAVEL T ROAD LEFT,
 HY2407'TURN LEFT AND GO NORTH AND EAST FOR 5.35 MILES TO A BRIDGE AND FORK
 HY2407'IN ROAD ABOUT 50 FEET NORTH OF BRIDGE, TURN LEFT AND GO NORTHWEST FOR
 HY2407'0.4 MILE TO THE JUNCTION OF A GRAVEL ROAD, TURN RIGHT ON GRAVEL ROAD
 HY2407'AND GO NORTHEAST FOR 3.0 MILES TO A CONCRETE BRIDGE, CONTINUE AHEAD
 HY2407'FOR 0.3 MILE TO A SIGN HICKORY FLATS L.O.  FROM HERE PACK UP VALLEY
 HY2407'TO THE SOUTHEAST FOR APPROXIMATELY 1.0 MILE TO STATION AS DESCRIBED.
 HY2407'THIS IS ABOUT A 1 HOUR PACK.
 HY2407
 HY2407                          STATION RECOVERY (1953)
 HY2407
 HY2407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2407'STATION IS LOCATED ON A WOODED RIDGE ABOUT 14 MILES NORTH OF
 HY2407'MOREHEAD. IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 80 FEET HIGH WITH
 HY2407'AN ENCLOSED OBSERVATION PLATFORM AT THE TOP.
 HY2407'
 HY2407'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2407'HIGHWAY 32 IN MOREHEAD, GO NORTHWEST ON HIGHWAY 32 FOR 4.0 MILES TO
 HY2407'THE JUNCTION OF STATE HIGHWAY 377.  TURN RIGHT AND GO 12.5 MILES TO
 HY2407'A SIDE ROAD RIGHT.  TURN RIGHT AND GO ABOUT 0.75 MILE TO THE TOWER
 HY2407'ON TOP OF THE RIDGE.
 HY2407'
 HY2407'LOCATED IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2514 ***********************************************************************
 GC2514  DESIGNATION -  HIGH
 GC2514  PID         -  GC2514
 GC2514  STATE/COUNTY-  KY/CHRISTIAN
 GC2514  USGS QUAD   -  KELLY (1993)
 GC2514
 GC2514                         *CURRENT SURVEY CONTROL
 GC2514  ___________________________________________________________________
 GC2514* NAD 83(1993)-  36 56 03.46591(N)    087 29 21.47051(W)     ADJUSTED  
 GC2514* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 GC2514  ___________________________________________________________________
 GC2514  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 GC2514  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC2514
 GC2514  HORZ ORDER  -  THIRD
 GC2514
 GC2514.The horizontal coordinates were established by classical geodetic methods
 GC2514.and adjusted by the National Geodetic Survey in December 1995..
 GC2514
 GC2514.The orthometric height was scaled from a topographic map.
 GC2514
 GC2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2514
 GC2514.The geoid height was determined by GEOID03.
 GC2514
 GC2514;                    North         East     Units Scale Factor Converg.
 GC2514;SPC KY1Z     - 1,068,142.784 1,345,052.053   MT  1.00003900   -1 04 04.3
 GC2514;SPC KY1Z     - 3,504,398.45  4,412,891.61   sFT  1.00003900   -1 04 04.3
 GC2514;SPC KY S     -   568,117.164   345,062.587   MT  0.99996960   -1 03 17.3
 GC2514;SPC KY S     - 1,863,897.73  1,132,092.84   sFT  0.99996960   -1 03 17.3
 GC2514;UTM  16      - 4,087,695.464   456,426.665   MT  0.99962339   -0 17 38.5
 GC2514
 GC2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2514!SPC KY1Z     -   0.99997279  x   1.00003900  =   1.00001179
 GC2514!SPC KY S     -   0.99997279  x   0.99996960  =   0.99994239
 GC2514!UTM  16      -   0.99997279  x   0.99962339  =   0.99959619
 GC2514
 GC2514:                Primary Azimuth Mark                     Grid Az
 GC2514:SPC KY1Z     -  HIGH AZ MK                               021 56 50.0
 GC2514:SPC KY S     -  HIGH AZ MK                               021 56 03.0
 GC2514:UTM  16      -  HIGH AZ MK                               021 10 24.2
 GC2514
 GC2514|---------------------------------------------------------------------|
 GC2514| PID    Reference Object                     Distance      Geod. Az  |
 GC2514|                                                           dddmmss.s |
 GC2514| CG6061 HIGH AZ MK                                         0205245.7 |
 GC2514| CG6062 HIGH RM 1                            23.201 METERS 08337     |
 GC2514| CG6063 HIGH RM 2                            27.365 METERS 20854     |
 GC2514|---------------------------------------------------------------------|
 GC2514
 GC2514                          SUPERSEDED SURVEY CONTROL
 GC2514
 GC2514  NAD 83(1986)-  36 56 03.47549(N)    087 29 21.47378(W) AD(       ) 3
 GC2514  NAD 27      -  36 56 03.31900(N)    087 29 21.45900(W) AD(       ) 3
 GC2514
 GC2514.Superseded values are not recommended for survey control.
 GC2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2514.See file dsdata.txt to determine how the superseded data were derived.
 GC2514
 GC2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5642787695(NAD 83)
 GC2514_MARKER: DS = TRIANGULATION STATION DISK
 GC2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2514
 GC2514  HISTORY     - Date     Condition        Report By
 GC2514  HISTORY     - 1952     MONUMENTED       CGS
 GC2514
 GC2514                          STATION DESCRIPTION
 GC2514
 GC2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2514'STATION IS LOCATED ALONG THE SOUTHEAST SIDE OF U.S. HIGHWAY 41 ON THE
 GC2514'PROPERTY OF CHARLIE GENTRY WHICH IS ABOUT 4-1/2 MILES NORTH OF
 GC2514'HOPKINSVILLE.  IT IS 48 FEET SOUTHEAST OF CENTER OF HIGHWAY 41 AND 5
 GC2514'FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 GC2514'INCHES AND THE DISK IS STAMPED HIGH 1952.
 GC2514'
 GC2514'REFERENCE MARK NO. 1 IS 109 FEET SOUTHEAST OF CENTER OF HIGHWAY.  THE
 GC2514'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HIGH NO 1
 GC2514'1952.
 GC2514'
 GC2514'REFERENCE MARK NO. 2 IS 30 FEET SOUTHEAST OF CENTER OF HIGHWAY AND 2
 GC2514'FEET NORTH OF A POWER POLE.  THE MARK PROJECTS ABOUT 4 INCHES
 GC2514'AND THE DISK IS STAMPED HIGH NO 2 1952.
 GC2514'
 GC2514'AZIMUTH MARK IS 47 FEET SOUTHEAST OF CENTER OF HIGHWAY 41 AND 3 FEET
 GC2514'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 GC2514'INCHES AND THE DISK IS STAMPED HIGH 1952.
 GC2514'
 GC2514'TO REACH THE STATION FROM THE CHRISTIAN COUNTY COURTHOUSE IN
 GC2514'HOPKINSVILLE, GO NORTH ON U.S. HIGHWAY 41 (MAIN STREET) FOR 4.85
 GC2514'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.  CONTINUE ON HIGHWAY
 GC2514'41 FOR 0.5 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC2514'
 GC2514'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3316 ***********************************************************************
 GY3316  DESIGNATION -  HIGH KNOB
 GY3316  PID         -  GY3316
 GY3316  STATE/COUNTY-  KY/CLAY
 GY3316  USGS QUAD   -  PORTERSBURG (1979)
 GY3316
 GY3316                         *CURRENT SURVEY CONTROL
 GY3316  ___________________________________________________________________
 GY3316* NAD 83(1993)-  37 14 56.37408(N)    083 53 51.52876(W)     ADJUSTED  
 GY3316* NAVD 88     -       423.     (meters)    1388.     (feet)  SCALED    
 GY3316  ___________________________________________________________________
 GY3316  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 GY3316  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GY3316
 GY3316  HORZ ORDER  -  THIRD
 GY3316
 GY3316.The horizontal coordinates were established by classical geodetic methods
 GY3316.and adjusted by the National Geodetic Survey in December 1995..
 GY3316
 GY3316.The orthometric height was scaled from a topographic map.
 GY3316
 GY3316.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3316
 GY3316.The geoid height was determined by GEOID03.
 GY3316
 GY3316;                    North         East     Units Scale Factor Converg.
 GY3316;SPC KY1Z     - 1,103,254.532 1,664,325.226   MT  0.99996448   +1 08 14.2
 GY3316;SPC KY1Z     - 3,619,594.24  5,460,373.68   sFT  0.99996448   +1 08 14.2
 GY3316;SPC KY S     -   603,225.173   664,322.534   MT  0.99994650   +1 07 24.2
 GY3316;SPC KY S     - 1,979,081.26  2,179,531.51   sFT  0.99994650   +1 07 24.2
 GY3316;UTM  17      - 4,126,430.096   242,992.358   MT  1.00041375   -1 45 17.5
 GY3316
 GY3316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3316!SPC KY1Z     -   0.99993849  x   0.99996448  =   0.99990297
 GY3316!SPC KY S     -   0.99993849  x   0.99994650  =   0.99988499
 GY3316!UTM  17      -   0.99993849  x   1.00041375  =   1.00035221
 GY3316
 GY3316|---------------------------------------------------------------------|
 GY3316| PID    Reference Object                     Distance      Geod. Az  |
 GY3316|                                                           dddmmss.s |
 GY3316| DB9974 HIGH KNOB RM 1                        8.413 METERS 18608     |
 GY3316| DB9975 HIGH KNOB RM 2                        9.254 METERS 30821     |
 GY3316| DB9973 HIGH KNOB AZ MK                                    3203521.8 |
 GY3316|---------------------------------------------------------------------|
 GY3316
 GY3316                          SUPERSEDED SURVEY CONTROL
 GY3316
 GY3316  NAD 83(1986)-  37 14 56.38097(N)    083 53 51.53364(W) AD(       ) 3
 GY3316  NAD 27      -  37 14 56.05900(N)    083 53 51.80400(W) AD(       ) 3
 GY3316
 GY3316.Superseded values are not recommended for survey control.
 GY3316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3316.See file dsdata.txt to determine how the superseded data were derived.
 GY3316
 GY3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB4299226430(NAD 83)
 GY3316_MARKER: DS = TRIANGULATION STATION DISK
 GY3316_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3316_SP_SET: PREFABRICATED CONCRETE POST
 GY3316
 GY3316  HISTORY     - Date     Condition        Report By
 GY3316  HISTORY     - 1950     MONUMENTED       CGS
 GY3316
 GY3316                          STATION DESCRIPTION
 GY3316
 GY3316'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3316'STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF LONDON AND 10 MILES
 GY3316'NORTHWEST OF MANCHESTER, ON TOP OF A PROMINENT HILL KNOWN LOCALLY
 GY3316'AS HIGH KNOB.  IT IS 8 FEET WEST OF A TRIANGLE BLAZED OAK TREE AND 5
 GY3316'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS A 6-INCH IRON PIPE
 GY3316'WHICH PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HIGH KNOB 1950.
 GY3316'
 GY3316'REFERENCE MARK NO. 1 IS ON THE SOUTH EDGE OF HILL.  THE MARK IS A
 GY3316'4-INCH IRON PIPE WHICH PROJECTS ABOUT 6 INCHES AND THE DISK IS
 GY3316'STAMPED HIGH KNOB NO 1 1950.
 GY3316'
 GY3316'REFERENCE MARK NO. 2 IS ON THE NORTHWEST EDGE OF HILL.  THE MARK IS A
 GY3316'4-INCH IRON PIPE WHICH PROJECTS ABOUT 6 INCHES AND THE DISK IS
 GY3316'STAMPED HIGH KNOB NO 2 1950.
 GY3316'
 GY3316'AZIMUTH MARK IS 37 FEET NORTH OF CENTER OF A GRAVEL ROAD, 22 FEET
 GY3316'NORTH OF A YARD CORNER POST AND 1 FOOT EAST OF A YARD FENCE.  THE
 GY3316'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED HIGH KNOB 1950.
 GY3316'
 GY3316'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 GY3316'HIGHWAY 30, ON THE SOUTH SIDE OF EAST BERNSTADT, GO NORTHEAST ON
 GY3316'HIGHWAY 30 FOR 16.3 MILES TO THE ANNVILLE INSTITUTE, CONTINUE AHEAD
 GY3316'ON HIGHWAY FOR 0.5 MILE TO A GRAVEL T ROAD RIGHT, TURN RIGHT ON
 GY3316'GRAVEL ROAD AND GO SOUTH AND EAST FOR 1.7 MILES TO A ROAD FORK, TURN
 GY3316'LEFT AND GO EAST FOR 0.2 MILE TO ANOTHER ROAD FORK, TURN RIGHT AND
 GY3316'GO 3.1 MILES TO ANOTHER ROAD FORK, TURN LEFT AND GO 1.45 MILES TO A
 GY3316'SMALL STORE ON THE RIGHT, CONTINUE AHEAD FOR 0.85 MILE TO A DIRT
 GY3316'ROAD RIGHT WHERE MAIN GRAVEL ROAD CURVES LEFT*, TURN RIGHT ON DIRT
 GY3316'ROAD AND GO 0.25 MILE TO A ROAD FORK, TURN LEFT, DOWNHILL AND GO 0.05
 GY3316'MILE TO A DIM WOODS ROAD LEFT AND BLAZED TREE ON THE LEFT, TURN
 GY3316'LEFT ON DIM WOODS ROAD JUST BEFORE REACHING BLAZED TREE AND FOLLOW
 GY3316'MAIN TRACK ROAD FOR 0.3 MILE TO A FENCE AND END OF TRUCK TRAVEL.
 GY3316'PACK UP TRAIL TO THE TOP OF HILL AND STATION AS DESCRIBED.  (THIS IS
 GY3316'ABOUT 300 YARDS - 5 MINUTE PACK.)
 GY3316'
 GY3316'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD ON GRAVEL ROAD
 GY3316'FOR 0.05 MILE TO A FARM HOUSE ON LEFT AND AZIMUTH MARK AS DESCRIBED.
 GY3316'
 GY3316'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1981 ***********************************************************************
 HZ1981  DESIGNATION -  HIGH POINT
 HZ1981  PID         -  HZ1981
 HZ1981  STATE/COUNTY-  KY/SCOTT
 HZ1981  USGS QUAD   -  DELAPLAIN (1993)
 HZ1981
 HZ1981                         *CURRENT SURVEY CONTROL
 HZ1981  ___________________________________________________________________
 HZ1981* NAD 83(1993)-  38 17 31.18806(N)    084 33 54.47791(W)     ADJUSTED  
 HZ1981* NAVD 88     -       289.842  (meters)     950.92   (feet)  ADJUSTED  
 HZ1981  ___________________________________________________________________
 HZ1981  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 HZ1981  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ1981  DYNAMIC HT  -         289.634 (meters)     950.24  (feet)  COMP
 HZ1981  MODELED GRAV-     979,905.0   (mgal)                       NAVD 88
 HZ1981
 HZ1981  HORZ ORDER  -  THIRD
 HZ1981  VERT ORDER  -  FIRST     CLASS II
 HZ1981
 HZ1981.The horizontal coordinates were established by classical geodetic methods
 HZ1981.and adjusted by the National Geodetic Survey in December 1995..
 HZ1981
 HZ1981.The orthometric height was determined by differential leveling
 HZ1981.and adjusted by the National Geodetic Survey in June 1991..
 HZ1981
 HZ1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1981
 HZ1981.The geoid height was determined by GEOID03.
 HZ1981
 HZ1981.The dynamic height is computed by dividing the NAVD 88
 HZ1981.geopotential number by the normal gravity value computed on the
 HZ1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1981.degrees latitude (g = 980.6199 gals.).
 HZ1981
 HZ1981.The modeled gravity was interpolated from observed gravity values.
 HZ1981
 HZ1981;                    North         East     Units Scale Factor Converg.
 HZ1981;SPC KY1Z     - 1,218,037.627 1,603,645.889   MT  0.99993118   +0 43 38.9
 HZ1981;SPC KY1Z     - 3,996,178.45  5,261,294.89   sFT  0.99993118   +0 43 38.9
 HZ1981;SPC KY N     -    87,956.145   472,432.195   MT  0.99996673   -0 11 45.7
 HZ1981;SPC KY N     -   288,569.45  1,549,971.29   sFT  0.99996673   -0 11 45.7
 HZ1981;UTM  16      - 4,241,018.163   712,939.444   MT  1.00015846   +1 30 33.8
 HZ1981
 HZ1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1981!SPC KY1Z     -   0.99995983  x   0.99993118  =   0.99989101
 HZ1981!SPC KY N     -   0.99995983  x   0.99996673  =   0.99992656
 HZ1981!UTM  16      -   0.99995983  x   1.00015846  =   1.00011828
 HZ1981
 HZ1981|---------------------------------------------------------------------|
 HZ1981| PID    Reference Object                     Distance      Geod. Az  |
 HZ1981|                                                           dddmmss.s |
 HZ1981| DB9983 HIGH POINT RM 1                      35.482 METERS 03022     |
 HZ1981| DB9985 HIGH POINT RM 3                      32.275 METERS 10213     |
 HZ1981| DB9984 HIGH POINT RM 2                      33.040 METERS 12902     |
 HZ1981| DB9982 HIGH POINT AZ MK 2                                 1324016.2 |
 HZ1981| HZ2463 WALNUT HALL FARM WATER TANK         APPROX.15.3 KM 1615248.4 |
 HZ1981| HZ2458 GEORGETOWN MUNICIPAL TANK           APPROX. 9.1 KM 1751432.3 |
 HZ1981| DB9981 HIGH POINT AZ MK                                   2122646.9 |
 HZ1981| HZ2452 STAMPING GRD STAGG DISTILL TK       APPROX.11.2 KM 2580634.5 |
 HZ1981| HZ2449 FAA MICROWAVE RELAY TOWER           APPROX. 2.3 KM 2892714.1 |
 HZ1981|---------------------------------------------------------------------|
 HZ1981
 HZ1981                          SUPERSEDED SURVEY CONTROL
 HZ1981
 HZ1981  NAD 83(1986)-  38 17 31.19415(N)    084 33 54.48699(W) AD(       ) 3
 HZ1981  NAD 27      -  38 17 30.93020(N)    084 33 54.69622(W) AD(       ) 3
 HZ1981  NGVD 29 (07/19/86)  290.1    (m)          952.     (f) VERT ANG       
 HZ1981
 HZ1981.Superseded values are not recommended for survey control.
 HZ1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1981.See file dsdata.txt to determine how the superseded data were derived.
 HZ1981
 HZ1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1293941018(NAD 83)
 HZ1981_MARKER: DS = TRIANGULATION STATION DISK
 HZ1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1981_SP_SET: CONCRETE POST
 HZ1981_STAMPING: HIGH POINT 1949
 HZ1981_MARK LOGO: CGS   
 HZ1981_PROJECTION: FLUSH
 HZ1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1981+STABILITY: SURFACE MOTION
 HZ1981
 HZ1981  HISTORY     - Date     Condition        Report By
 HZ1981  HISTORY     - 1949     MONUMENTED       CGS
 HZ1981  HISTORY     - 1963     GOOD             CGS
 HZ1981  HISTORY     - 1965     GOOD             CGS
 HZ1981  HISTORY     - 1974     MARK NOT FOUND   USGS
 HZ1981  HISTORY     - 1975     GOOD             NGS
 HZ1981  HISTORY     - 1986     GOOD             NGS
 HZ1981
 HZ1981                          STATION DESCRIPTION
 HZ1981
 HZ1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ1981'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF GEORGETOWN ON PROPERTY
 HZ1981'OWNED BY OTIS KIDWELL.  IT IS 93 FEET NORTHEAST OF THE NORTHEAST
 HZ1981'CORNER OF A FRAME STORE BUILDING, 66 FEET WEST OF THE CENTER OF U.S.
 HZ1981'HIGHWAY 25 AND 8 FEET SOUTHEAST OF A FENCE LINE AND WHITE WITNESS
 HZ1981'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HIGH
 HZ1981'POINT 1949.
 HZ1981'
 HZ1981'REFERENCE MARK NO.1 IS 35 FEET NORTHWEST OF THE CENTER OF HIGHWAY 25,
 HZ1981'26 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTHEAST OF
 HZ1981'A FENCE CORNER.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HZ1981'STAMPED HIGH POINT NO 1 1949.
 HZ1981'
 HZ1981'REFERENCE MARK NO.2 IS 30 FEET EAST OF THE CENTER OF THE HIGHWAY, 16
 HZ1981'FEET NORTH OF THE CENTER OF A DREIVEWAY AND 1 FOOT NORTHWEST OF A
 HZ1981'FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HZ1981'STAMPED HIGH POINT NO 2 1949.
 HZ1981'
 HZ1981'THE AZIMUTH MARK IS 60 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME
 HZ1981'HOUSE, 18 FEET NORTHEAST OF A 24 INCH MAPLE TREE AND 7 FEET NORTH OF
 HZ1981'A GATE AND FENCE LINE.  THE MARK IS A STONE STEP ABOUT 4 FEET LONG
 HZ1981'AND 1 FOOT WIDE AND PROJECTING ABOUT 10 INCHES.  THE DISK IS SET
 HZ1981'FLUSH IN A DRILL HOLE NEAR THE WEST END OF THIS STONE AND IS STAMPED
 HZ1981'HIGH POINT 1949.
 HZ1981'
 HZ1981'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND 25 IN
 HZ1981'GEORGETOWN.  GO NORTH ON HIGHWAY 25 FOR 5.75 MILES TO A FARM
 HZ1981'DRIVEWAY ON THE LEFT, CONTINUE NORTH ON HIGHWAY FOR 0.15 MILE TO TOP
 HZ1981'OF HILL AND STATION ON THE LEFT AS DESCRIBED.
 HZ1981'
 HZ1981'TO REACH THE AZIMUTH MARK FROM THIS POINT GO WEST ON DRIVEWAY FOR 0.1
 HZ1981'MILE TO FARM HOUSE AND MARK AS DESCRIBED.
 HZ1981'
 HZ1981'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HZ1981
 HZ1981                          STATION RECOVERY (1963)
 HZ1981
 HZ1981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ1981'STATION AND RM 1 FOUND IN GOOD CONDITION.  RM 2 HAS BEEN DESTROYED.
 HZ1981'
 HZ1981'STATION IS 341 FEET S OF CENTER OF DRIVE TO THE W OFF NS ROAD AND 102
 HZ1981'FEET NW OF CENTER OF ROAD TO SE OFF NS HIGHWAY.
 HZ1981
 HZ1981                          STATION RECOVERY (1965)
 HZ1981
 HZ1981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EB)
 HZ1981'STATION, RM NO.1 AND AZIMUTH MARK WERE FOUND AS DESCRIBED AND IN GOOD
 HZ1981'CONDITION.  RM NO.2 COULD NOT BE FOUND.  SOME GRADING HAS BEEN DONE
 HZ1981'IN THE AREA AND THE FENCE MENTIONED IN THE ORIGINAL DESCRIPTION HAD
 HZ1981'BEEN DESTROYED.  IN ALL PROBABLITY THE MARK WAS DESTROYED DURING
 HZ1981'THE GRADING OPERATION.
 HZ1981'
 HZ1981'THE OLD TO REACH IS ADEQUATE FOR STATION AND AZIMUTH MARK AND THE
 HZ1981'DESCRIPTION FOR THE AZIMUTH MARK IS ADEQUATE.  THE AZIMUTH MARK IS NO
 HZ1981'LONGER VISIBLE FROM GROUND DUE TO A GARAGE BEING BUILT NEAR THE
 HZ1981'STATION.  AT LEAST A TWENTY FOOT WERE TOWER IS REQUIRED TO SEE
 HZ1981'AZIMUTH MARK.
 HZ1981'
 HZ1981'A F.F.A. MICRO WAVE TOWER APPROXIMATELY 1-1/2 MILES NORTHWEST OF
 HZ1981'STATION IS VISIBLE FROM GROUND AND WAS CUT IN.
 HZ1981'
 HZ1981'NEW LOCAL DESCRIPTION FOR STATION IS AS FOLLOWS--
 HZ1981'
 HZ1981'68 FEET WEST OF THE CENTERLINE OF US 25, 32 FEET SOUTHWEST OF FENCE
 HZ1981'CORNER, 16-1/2 FEET NORTH-NORTHWEST OF FRAME GARGAGE AND 10 FEET
 HZ1981'SOUTH OF WIRE FENCE.  THE MARK IS FLUSH.
 HZ1981'
 HZ1981'OLD DESCRIPTION FOR RM NO.1 IS ADEQUATE.
 HZ1981'
 HZ1981'HEIGHT OF LIGHT ABOVE STATON MARK 1.64 METERS.
 HZ1981
 HZ1981                          STATION RECOVERY (1974)
 HZ1981
 HZ1981'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HZ1981'THE STONE STEP IN WHICH THE AZIMUTH MARK DISK WAS LOCATED WAS FOUND
 HZ1981'A CONSIDERABLE DISTANCE FROM DESCRIBED LOCATION.
 HZ1981
 HZ1981                          STATION RECOVERY (1975)
 HZ1981
 HZ1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HZ1981'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 HZ1981'REFERENCE MARK 2 WAS REPORTED AS BEING DESTROYED IN 1963 AND THE
 HZ1981'AZIMUTH MARK IN 1974.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 HZ1981'1 CHECKED.  REFERENCE MARK 3 AND AN AZIMUTH MARK WERE SET.  A NEW
 HZ1981'DESCRIPTION FOLLOWS--
 HZ1981'
 HZ1981'THE STATION IS 68 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 25, 32
 HZ1981'FEET SOUTHWEST OF A FENCE CORNER, 16 FEET NORTHWEST OF THE NORTHWEST
 HZ1981'CORNER OF A FRAME GARAGE, 10 FEET SOUTH OF A WIRE FENCE AND 93 FEET
 HZ1981'NORTH OF THE NORTHEAST CORNER OF A HOUSE (FORMERLY A STOARE
 HZ1981'BUILDING).  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HIGH
 HZ1981'POINT 1949.
 HZ1981'
 HZ1981'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 460 AND 25
 HZ1981'AT GEORGETOWN, GO NORTH ON HIGHWAY 25 FOR 5.9 MILES TO THE TOP OF A
 HZ1981'SLIGHT GRADE AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 HZ1981'MARK FROM THE STATION, GO SOUTHEAST ON MARINER DRIVE FOR 0.3 MILE
 HZ1981'TO THE INTERSECTION OF AGENA ROAD AND THE AZIMUTH MARK AS
 HZ1981'DESCRIBED.
 HZ1981'
 HZ1981'REFERENCE MARK 1 IS 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 HZ1981'26 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD AND 9 FEET SOUTH
 HZ1981'OF THE EAST GATE POST TO A FIELD.  THE MONUMENT IS FLUSH AND THE
 HZ1981'DISK IS STAMPED HIGH POINT NO 1 1949.
 HZ1981'
 HZ1981'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 HZ1981'HIGH POINT 1949 NO 3 1975, PROJECTING 3 INCHES, 5 FEET NORTHWEST OF
 HZ1981'TELEPHONE POLE NO. 207, 1 FOOT SOUTH OF A METAL WITNESS POST, 39
 HZ1981'FEET SOUTH OF THE CENTERLINE OF MARINER DRIVE AND 39 FEET EAST OF
 HZ1981'THE CENTERLINE OF THE HIGHWAY.
 HZ1981'
 HZ1981'THE AZIMUTH MARK IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 HZ1981'HIGH POINT 1949 AZ 1975, PROJECTING 3 INCHES, 26 FEET NORTHWEST OF
 HZ1981'THE CENTERLINE OF AGENA ROAD, 29 FEET SOUTHWEST OF THE CENTERLINE
 HZ1981'OF MARINER DRIVE, 1 FOOT NORTHEAST OF A METAL WITNESS POST AND 1
 HZ1981'FOOT SOUTHWEST OF A METAL STREET SIGN POST.
 HZ1981'
 HZ1981'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 HZ1981'NORTH OF GEORGETOWN.
 HZ1981'
 HZ1981'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HZ1981
 HZ1981                          STATION RECOVERY (1986)
 HZ1981
 HZ1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ1981'9.5 KM (5.9 MI) NORTH FROM GEORGETOWN.
 HZ1981'9.5 KM (5.9 MI) NORTH ALONG U.S. HIGHWAY 25 FROM THE COURTHOUSE IN
 HZ1981'GEORGETOWN TO THE MARK ON THE LEFT, AT THE INTERSECTION OF MARINER
 HZ1981'DRIVE, 20.7 METERS (68.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 HZ1981'4.8 METERS (16.0 FT) NORTHWEST OF THE NORTHEAST CORNER OF A FRAME
 HZ1981'GARAGE, 3.0 METERS (10.0 FT) SOUTH OF A FENCE.
 HZ1981'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2989 ***********************************************************************
 GZ2989  DESIGNATION -  HIGH RIDGE
 GZ2989  PID         -  GZ2989
 GZ2989  STATE/COUNTY-  KY/CASEY
 GZ2989  USGS QUAD   -  YOSEMITE (1979)
 GZ2989
 GZ2989                         *CURRENT SURVEY CONTROL
 GZ2989  ___________________________________________________________________
 GZ2989* NAD 83(1993)-  37 21 33.25425(N)    084 46 50.85980(W)     ADJUSTED  
 GZ2989* NAVD 88     -       429.     (meters)    1407.     (feet)  SCALED    
 GZ2989  ___________________________________________________________________
 GZ2989  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 GZ2989  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GZ2989
 GZ2989  HORZ ORDER  -  FIRST
 GZ2989
 GZ2989.The horizontal coordinates were established by classical geodetic methods
 GZ2989.and adjusted by the National Geodetic Survey in December 1995..
 GZ2989
 GZ2989.The orthometric height was scaled from a topographic map.
 GZ2989
 GZ2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2989
 GZ2989.The geoid height was determined by GEOID03.
 GZ2989
 GZ2989;                    North         East     Units Scale Factor Converg.
 GZ2989;SPC KY1Z     - 1,114,304.213 1,585,856.826   MT  0.99994542   +0 35 42.2
 GZ2989;SPC KY1Z     - 3,655,846.41  5,202,931.94   sFT  0.99994542   +0 35 42.2
 GZ2989;SPC KY S     -   614,289.246   585,856.871   MT  0.99994550   +0 35 16.0
 GZ2989;SPC KY S     - 2,015,380.63  1,922,098.75   sFT  0.99994550   +0 35 16.0
 GZ2989;UTM  16      - 4,137,035.224   696,536.450   MT  1.00007583   +1 20 49.4
 GZ2989
 GZ2989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2989!SPC KY1Z     -   0.99993768  x   0.99994542  =   0.99988310
 GZ2989!SPC KY S     -   0.99993768  x   0.99994550  =   0.99988318
 GZ2989!UTM  16      -   0.99993768  x   1.00007583  =   1.00001350
 GZ2989
 GZ2989|---------------------------------------------------------------------|
 GZ2989| PID    Reference Object                     Distance      Geod. Az  |
 GZ2989|                                                           dddmmss.s |
 GZ2989| DB9988 HIGH RIDGE RM 1                      12.766 METERS 02302     |
 GZ2989| DB9987 HIGH RIDGE AZ MK RESET                             2353945.1 |
 GZ2989| DB9986 HIGH RIDGE AZ MK                                   2363410.3 |
 GZ2989| DB9989 HIGH RIDGE RM 2                      16.112 METERS 28658     |
 GZ2989| GZ2990 HIGH RIDGE RM 3                      11.680 METERS 35100     |
 GZ2989|---------------------------------------------------------------------|
 GZ2989
 GZ2989                          SUPERSEDED SURVEY CONTROL
 GZ2989
 GZ2989  NAD 83(1986)-  37 21 33.26331(N)    084 46 50.86788(W) AD(       ) 1
 GZ2989  NAD 27      -  37 21 32.98900(N)    084 46 51.04800(W) AD(       ) 1
 GZ2989
 GZ2989.Superseded values are not recommended for survey control.
 GZ2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2989.See file dsdata.txt to determine how the superseded data were derived.
 GZ2989
 GZ2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG9653637035(NAD 83)
 GZ2989_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ2989_SETTING: 80 = SET IN A BOULDER
 GZ2989_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GZ2989
 GZ2989  HISTORY     - Date     Condition        Report By
 GZ2989  HISTORY     - 1935     MONUMENTED       CGS
 GZ2989  HISTORY     - 1938     GOOD             KYHD
 GZ2989  HISTORY     - 1951     GOOD             CGS
 GZ2989
 GZ2989                          STATION DESCRIPTION
 GZ2989
 GZ2989'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GZ2989'STATION IS ON THE PROPERTY OF MR. E. C. SHOEMAKER WHO LIVES JUST N OF
 GZ2989'THE STATION, ON THE SIDE OF THE HILL. IT IS ON TOP OF A HIGH
 GZ2989'PROMINENT HILL KNOWN LOCALLY AS HIGH RIDGE. IT IS ABOUT 13-1/2 MILES
 GZ2989'SW OF STANFORD.
 GZ2989'
 GZ2989'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 GZ2989'BOULDER.
 GZ2989'
 GZ2989'THE STATION IS 39 FEET ESE OF A TRIANGULAR BLAZED 14-INCH HICKORY
 GZ2989'TREE, 5 FEET NNW OF A FENCE LINE, 38 FEET ESE OF A GATE IN FENCE,
 GZ2989'SET IN TOP OF A 14-INCH SQUARE ROCK, WHICH IS 8 INCHES BELOW THE
 GZ2989'SURFACE.
 GZ2989'
 GZ2989'REFERENCE MARK NO.1 IS NNE OF THE STATION IN THE W END OF A 6- BY
 GZ2989'4-FOOT ROCK OUTCROP, WHICH IS FLUSH WITH THE GROUND.
 GZ2989'
 GZ2989'REFERENCE MARK NO.2 IS WNW OF THE STATION, ABOUT THE CENTER OF A 5-
 GZ2989'BY 2-FOOT ROCK OUTCROP, WHICH PROJECTS ABOUT 5 INCHES.
 GZ2989'
 GZ2989'AZIMUTH MARK IS WSW OF THE STATION, ALONG ROAD AND 3 YARDS NNW OF THE
 GZ2989'CENTER LINE OF SAME, 1 FOOT SSE OF FENCE LINE, ON THE TOP OF SECOND
 GZ2989'KNOLL ALONG ROAD FROM THE STATION. IT IS IN A 6- BY 12-INCH BURIED
 GZ2989'ROCK, WHICH IS FLUSH WITH THE GROUND.
 GZ2989'
 GZ2989'TO REACH THE STATION FROM THE POST OFFICE IN SOMERSET, GO N ON U.S.
 GZ2989'HIGHWAY 27, FOR 15.1 MILES TO THE EUBANK POST OFFICE , ON THE RIGHT
 GZ2989'SIDE OF THE ROAD, CONTINUE N ON U.S. HIGHWAY 27 FOR 4.0 MILES TO A
 GZ2989'BRICK FILLING STATION ON THE LEFT, CONTINUE N FOR 4.2 MILES TO A
 GZ2989'T-ROAD LEFT BETWEEN TWO FILLING STATIONS, TURN LEFT FOR 2.6 MILES TO
 GZ2989'A T- INTERSECTION IN KINGS MOUNTAIN, TURN RIGHT FOR 0.15 MILE TO A
 GZ2989'T-ROAD LEFT ACROSS BRIDGE, TURN LEFT AND GO 0.1 MILE TO FORKS, TAKE
 GZ2989'RIGHT FORK FOR 2.45 MILES TO A T-ROAD RIGHT, KEEP STRAIGHT AHEAD
 GZ2989'HERE FOR 4.0 MILES TO A T-INTERSECTION ABOUT 30 YARDS BEFORE
 GZ2989'REACHING A WHEEL WITH SEVERAL MAIL BOXES ON IT, TURN RIGHT ON T-ROAD
 GZ2989'AND GO 1.25 MILES TO ROCKY T-ROAD RIGHT, UP SIDE OF HILL, TURN RIGHT
 GZ2989'AND GO 0.3 MILE TO A GATE ON LEFT AND SMALL GRAVE YARD, GO THROUGH
 GZ2989'GATE AND TURN RIGHT IMMEDIATELY UP SIDE OF FENCE TO TOP OF HILL AND
 GZ2989'STATION.
 GZ2989'
 GZ2989'NO NATURAL OBJECTS VISIBLE FROM THE GROUND.
 GZ2989'
 GZ2989'A 4-FOOT INSTRUMENT STAND WAS USED AND WILL CLEAR ALL LINES.
 GZ2989
 GZ2989                          STATION RECOVERY (1938)
 GZ2989
 GZ2989'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1938
 GZ2989'STATION AND REFERENCE MARKS FOUND IN GOOD
 GZ2989'CONDITION.
 GZ2989
 GZ2989                          STATION RECOVERY (1951)
 GZ2989
 GZ2989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2989'STATION WAS RECOVERED AS DESCRIBED. THE AZIMUTH MARK HAD BEEN
 GZ2989'DESTROYED. THE DIRECTION TO THE REFERENCE MARKS FAILED TO CHECK. A
 GZ2989'NEW REFERENCE MARK, REFERENCE MARK NO. 3, AND AN AZIMUTH MARK WAS
 GZ2989'ESTABLISHED BY THIS PARTY. A COMPLETE NEW DESCRIPTION FOLLOWS.
 GZ2989'
 GZ2989'STATION IS LOCATED ABOUT 9-1/2 MILES NORTHEAST OF LIBERTY. IT IS 39
 GZ2989'FEET SOUTHEAST OF A 14 INCH HICKORY TREE, 24 FEET NORTH OF THE
 GZ2989'NORTHEAST CORNER OF A SMALL FRAME BUILDING, 14 FEET NORTH OF THE
 GZ2989'CENTER OF DIRT ROAD AND 13 FEET SOUTHEAST OF A WHITE WITNESS POST.
 GZ2989'THE MARK IS UNDERGROUND ABOUT 6 INCHES AND THE DISK IS STAMPED HIGH
 GZ2989'RIDGE 1935.
 GZ2989'
 GZ2989'REFERENCE MARK NO. 1 IS 41.88 FEET NORTHEAST OF THE STATION. IT IS 49
 GZ2989'FEET NORTH OF THE CENTER OF DIRT ROAD AND 45 FEET NORTH OF A
 GZ2989'FENCELINE. THE MARK IS FLUSH AND THE DISK IS STAMPED HIGH RIDGE NO 1
 GZ2989'1935.
 GZ2989'
 GZ2989'REFERENCE MARK NO. 2 IS 52.86 FEET WEST OF THE STATION. IT IS 40 FEET
 GZ2989'NORTH OF THE CENTER OF DIRT ROAD AND 36 FEET NORTH OF A 14 INCH
 GZ2989'HICKORY TREE. THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS
 GZ2989'STAMPED HIGH RIDGE NO 2 1935.
 GZ2989'
 GZ2989'REFERENCE MARK NO. 3 IS 38.32 FEET NORTH OF THE STATION. IT IS 62
 GZ2989'FEET NORTH OF THE NORTHEAST CORNER OF A SMALL FRAME BUILDING, 62
 GZ2989'FEET NORTHEAST OF A 14 INCH HICKORY TREE, 52 FEET NORTH OF THE CENTER
 GZ2989'OF DIRT ROAD AND 48 FEET NORTH OF A FENCELINE. THE MARK IS FLUSH
 GZ2989'AND THE DISK IS STAMPED HIGH RIDGE NO 3 1935.
 GZ2989'
 GZ2989'AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION. IT IS 8 FEET SOUTH
 GZ2989'OF THE CENTER OF DIRT ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND 1
 GZ2989'FOOT SOUTH OF A FENCELINE. THE MARK IS A CAST IRON PIPE 4 INCHES IN
 GZ2989'DIAMETER FILLED WITH CONCRETE AND PROJECTS 4 INCHES WITH A STANDARD
 GZ2989'TRIANGULATION BRONZE AZIMUTH MARK DISK SET IN THE TOP STAMPED HIGH
 GZ2989'RIDGE 1935 RESET 1951.
 GZ2989'
 GZ2989'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 GZ2989'SQUARE IN LIBERTY, GO EAST ON STATE HIGHWAY 70 FOR 7.5 MILES TO THE
 GZ2989'JUNCTION OF STATE HIGHWAY 198 IN YOSEMITE, CONTINUE ON STATE HIGHWAY
 GZ2989'70 FOR 0.9 MILE TO A GRAVEL SIDE ROAD LEFT, TURN LEFT ON GRAVEL ROAD
 GZ2989'AND GO 1.85 MILES TO A CHURCH ON THE RIGHT, CONTINUE ON GRAVEL ROAD
 GZ2989'FOR 0.85 MILE TO A CROSSROAD, TURN LEFT ON DIRT ROAD AND GO 1.0
 GZ2989'MILE TO A HOUSE ON THE RIGHT, TURN RIGHT AND PASS THROUGH BARN YARD
 GZ2989'AND GO UP HILL ON DIM ROAD FOR 0.2 MILE TO THE AZIMUTH MARK,
 GZ2989'CONTINUE ON DIRT ROAD FOR 0.2 MILE TO THE TOP OF HILL AND THE
 GZ2989'STATION ON THE LEFT AS DESCRIBED.
 GZ2989'
 GZ2989'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2990 ***********************************************************************
 GZ2990  DESIGNATION -  HIGH RIDGE RM 3
 GZ2990  PID         -  GZ2990
 GZ2990  STATE/COUNTY-  KY/CASEY
 GZ2990  USGS QUAD   -  YOSEMITE (1979)
 GZ2990
 GZ2990                         *CURRENT SURVEY CONTROL
 GZ2990  ___________________________________________________________________
 GZ2990* NAD 83(1993)-  37 21 33.62845(N)    084 46 50.93404(W)     ADJUSTED  
 GZ2990* NAVD 88     -       429.     (meters)    1407.     (feet)  SCALED    
 GZ2990  ___________________________________________________________________
 GZ2990  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 GZ2990  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GZ2990
 GZ2990  HORZ ORDER  -  SECOND
 GZ2990
 GZ2990.The horizontal coordinates were established by classical geodetic methods
 GZ2990.and adjusted by the National Geodetic Survey in December 1995..
 GZ2990
 GZ2990.The orthometric height was scaled from a topographic map.
 GZ2990
 GZ2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2990
 GZ2990.The geoid height was determined by GEOID03.
 GZ2990
 GZ2990;                    North         East     Units Scale Factor Converg.
 GZ2990;SPC KY1Z     - 1,114,315.729 1,585,854.880   MT  0.99994540   +0 35 42.1
 GZ2990;SPC KY1Z     - 3,655,884.19  5,202,925.55   sFT  0.99994540   +0 35 42.1
 GZ2990;SPC KY S     -   614,300.762   585,854.925   MT  0.99994550   +0 35 16.0
 GZ2990;SPC KY S     - 2,015,418.42  1,922,092.37   sFT  0.99994550   +0 35 16.0
 GZ2990;UTM  16      - 4,137,046.715   696,534.352   MT  1.00007582   +1 20 49.4
 GZ2990
 GZ2990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2990!SPC KY1Z     -   0.99993768  x   0.99994540  =   0.99988308
 GZ2990!SPC KY S     -   0.99993768  x   0.99994550  =   0.99988318
 GZ2990!UTM  16      -   0.99993768  x   1.00007582  =   1.00001349
 GZ2990
 GZ2990|---------------------------------------------------------------------|
 GZ2990| PID    Reference Object                     Distance      Geod. Az  |
 GZ2990|                                                           dddmmss.s |
 GZ2990| GZ2989 HIGH RIDGE                           11.680 METERS 17100     |
 GZ2990| GZ2988 ELLETT                              APPROX.11.3 KM 2190624.3 |
 GZ2990|---------------------------------------------------------------------|
 GZ2990
 GZ2990                          SUPERSEDED SURVEY CONTROL
 GZ2990
 GZ2990  NAD 83(1986)-  37 21 33.63754(N)    084 46 50.94212(W) AD(       ) 2
 GZ2990  NAD 27      -  37 21 33.36322(N)    084 46 51.12214(W) AD(       ) 2
 GZ2990
 GZ2990.Superseded values are not recommended for survey control.
 GZ2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2990.See file dsdata.txt to determine how the superseded data were derived.
 GZ2990
 GZ2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG9653437047(NAD 83)
 GZ2990_MARKER: DR = REFERENCE MARK DISK
 GZ2990_SETTING: 80 = SET IN A BOULDER
 GZ2990
 GZ2990  HISTORY     - Date     Condition        Report By
 GZ2990  HISTORY     - 1951     MONUMENTED       CGS
 GZ2990
 GZ2990                          STATION DESCRIPTION
 GZ2990
 GZ2990'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2990'RM 3 IS LOCATED ABOUT 9-1/2 MILES NORTHEAST OF LIBERTY. IT IS 62 FEET
 GZ2990'NORTH OF THE NORTHEAST CORNER OF A SMALL FRAME BUILDING, 62 FEET
 GZ2990'NORTHEAST OF A 14 INCH HICKORY TREE, 52 FEET NORTH OF THE CENTER OF
 GZ2990'DIRT ROAD AND 48 FEET NORTH OF A FENCELINE. THE MARK IS FLUSH AND
 GZ2990'THE DISK IS STAMPED HIGH RIDGE NO 3 1935.
 GZ2990'
 GZ2990'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 GZ2990'SQUARE IN LIBERTY, GO EAST ON STATE HIGHWAY 70 FOR 7.5 MILES TO THE
 GZ2990'JUNCTION OF STATE HIGHWAY 198 IN YOSEMITE, CONTINUE ON STATE HIGHWAY
 GZ2990'70 FOR 0.9 MILE TO A GRAVEL SIDE ROAD LEFT, TURN LEFT ON GRAVEL ROAD
 GZ2990'AND GO 1.85 MILES TO A CHURCH ON THE RIGHT, CONTINUE ON GRAVEL ROAD
 GZ2990'FOR 0.85 MILE TO A CROSSROAD, TURN LEFT ON DIRT ROAD AND GO 1.0
 GZ2990'MILE TO A HOUSE ON THE RIGHT, TURN RIGHT AND PASS THROUGH BARN YARD
 GZ2990'AND GO UP HILL ON DIM ROAD FOR 0.4 MILE TO THE TOP OF HILL AND THE
 GZ2990'STATION AS DESCRIBED.
 GZ2990'
 GZ2990'REFERENCE MARK NO. 3 WAS OCCUPIED BECAUSE A 4-FOOT STAND COULD BE
 GZ2990'USED FOR OBSERVING, WHILE A TOWER IS REQUIRED AT HIGH RIDGE 1935
 GZ2990'WHEN LEAVES ARE ON THE TREES.
 GZ2990'
 GZ2990'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3358 ***********************************************************************
 GY3358  DESIGNATION -  HIGH ROCKS
 GY3358  PID         -  GY3358
 GY3358  STATE/COUNTY-  KY/POWELL
 GY3358  USGS QUAD   -  STANTON (1966)
 GY3358
 GY3358                         *CURRENT SURVEY CONTROL
 GY3358  ___________________________________________________________________
 GY3358* NAD 83(1993)-  37 47 19.38012(N)    083 46 39.62352(W)     ADJUSTED  
 GY3358* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 GY3358  ___________________________________________________________________
 GY3358  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 GY3358  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GY3358
 GY3358  HORZ ORDER  -  FIRST
 GY3358
 GY3358.The horizontal coordinates were established by classical geodetic methods
 GY3358.and adjusted by the National Geodetic Survey in December 1995..
 GY3358
 GY3358.The orthometric height was scaled from a topographic map.
 GY3358
 GY3358.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3358
 GY3358.The geoid height was determined by GEOID03.
 GY3358
 GY3358;                    North         East     Units Scale Factor Converg.
 GY3358;SPC KY1Z     - 1,163,357.485 1,673,700.909   MT  0.99990611   +1 12 39.4
 GY3358;SPC KY1Z     - 3,816,782.02  5,491,133.73   sFT  0.99990611   +1 12 39.4
 GY3358;SPC KY S     -   663,327.359   673,713.504   MT  0.99997680   +1 11 46.1
 GY3358;SPC KY S     - 2,176,266.51  2,210,341.72   sFT  0.99997680   +1 11 46.1
 GY3358;SPC KY N     -    32,153.373   541,605.503   MT  1.00003170   +0 17 37.7
 GY3358;SPC KY N     -   105,489.86  1,776,917.39   sFT  1.00003170   +0 17 37.7
 GY3358;UTM  17      - 4,186,007.684   255,405.609   MT  1.00033694   -1 42 10.3
 GY3358
 GY3358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3358!SPC KY1Z     -   0.99993572  x   0.99990611  =   0.99984184
 GY3358!SPC KY S     -   0.99993572  x   0.99997680  =   0.99991252
 GY3358!SPC KY N     -   0.99993572  x   1.00003170  =   0.99996742
 GY3358!UTM  17      -   0.99993572  x   1.00033694  =   1.00027264
 GY3358
 GY3358|---------------------------------------------------------------------|
 GY3358| PID    Reference Object                     Distance      Geod. Az  |
 GY3358|                                                           dddmmss.s |
 GY3358| DB9992 HIGH ROCKS RM 2                      53.861 METERS 06431     |
 GY3358| GY3357 HIGH ROCKS HUB 1951                   3.815 METERS 22658     |
 GY3358| GY3364 PILOT RESET                         APPROX.19.5 KM 3142424.6 |
 GY3358| DB9991 HIGH ROCKS RM 1                      43.970 METERS 33606     |
 GY3358| DB9990 HIGH ROCKS AZ MK                                   3590214.4 |
 GY3358|---------------------------------------------------------------------|
 GY3358
 GY3358                          SUPERSEDED SURVEY CONTROL
 GY3358
 GY3358  NAD 83(1986)-  37 47 19.38619(N)    083 46 39.63028(W) AD(       ) 1
 GY3358  NAD 27      -  37 47 19.08800(N)    083 46 39.93400(W) AD(       ) 1
 GY3358
 GY3358.Superseded values are not recommended for survey control.
 GY3358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3358.See file dsdata.txt to determine how the superseded data were derived.
 GY3358
 GY3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB5540686008(NAD 83)
 GY3358_MARKER: DS = TRIANGULATION STATION DISK
 GY3358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3358
 GY3358  HISTORY     - Date     Condition        Report By
 GY3358  HISTORY     - 1928     MONUMENTED       CGS
 GY3358  HISTORY     - 1934     GOOD             CGS
 GY3358  HISTORY     - 1949     GOOD             CGS
 GY3358  HISTORY     - 1951     GOOD             CGS
 GY3358
 GY3358                          STATION DESCRIPTION
 GY3358
 GY3358'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (HWH)
 GY3358'STATION IS ABOUT ONE MILE E AND FOUR MILES S OF THE TOWN OF FILSON
 GY3358'(BOWEN POST OFFICE) ON THE HIGHEST PART OF HIGH ROCKS MOUNTAIN.
 GY3358'
 GY3358'THE STATION IS MARKED BY A STANDARD BRONZE
 GY3358'DISK SET IN A CONCRETE BLOCK ABOUT 10 BY 12 INCHES AND PROJECTS
 GY3358'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.  UNDERGROUND MARK IS
 GY3358'A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE.
 GY3358'
 GY3358'THE REFERENCE MARK IS MARKED BY A STANDARD
 GY3358'BRONZE DISK IN OUTCROPPING BEDROCK AND IS SET ON THE EDGE OF THE
 GY3358'CLIFF N OF THE STATION.
 GY3358'
 GY3358'THE TOP OF THE MOUNTAIN IS COVERED WITH TIMBER.
 GY3358'
 GY3358'A 38-FOOT TOWER WAS BUILT TO SEE OVER THE TOP OF THE TREE.
 GY3358'
 GY3358'HEIGHT OF SIGNAL ABOVE STATION MARK - 11.4 METERS.
 GY3358
 GY3358                          STATION RECOVERY (1934)
 GY3358
 GY3358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GY3358'STATION IS AN OLD C AND GS STATION OF THE KENTUCKY ARC, 3-1/2 MILES S
 GY3358'OF BOWEN POST OFFICE (FILSON STATION), 9-1/2 MILES ESE OF CLAY CITY,
 GY3358'AT THE HEAD OF COW CREEK, ON THE HIGHEST POINT OF HIGH ROCKS
 GY3358'MOUNTAIN.
 GY3358'
 GY3358'REFERENCE MARK NO. 1 IS NW OF THE STATION, AT THE NW EDGE OF THE
 GY3358'SUMMIT, AT EDGE OF CLIFF.  THE STATION AND REFERENCE MARKS WERE
 GY3358'RECOVERED AS DESCRIBED, IN GOOD CONDITION AND ONE ADDITIONAL
 GY3358'REFERENCE MARK AND AN AZIMUTH MARK WERE ESTABLISHED BOTH
 GY3358'MARKED BY STANDARD BRONZE DISKS SET IN
 GY3358'BEDROCK.  REFERENCE MARK NO. 2 IS 60 FEET E OF STORAGE SHED ENE OF
 GY3358'THE STATION, AT E EDGE OF SUMMIT, AT EDGE OF CLIFF.
 GY3358'
 GY3358'AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION, AIR LINE, IN THE
 GY3358'CENTER OF THE PATH LEADING TO THE STATION, ABOUT 400 YARDS NE OF
 GY3358'THE POINT WHERE BACKBONE OF THE RIDGE IS FIRST REACHED, 200 YARDS
 GY3358'BEFORE REACHING LARGE SHELTER ROCK ON THE LEFT.
 GY3358'
 GY3358'TO REACH THE STATION FROM BOWEN POST OFFICE, GO SE ON STATE HIGHWAY
 GY3358'15 FOR 0.85 MILE AND TURN RIGHT UP COW CREEK, CONTINUE 0.5
 GY3358'MILE AND KEEP LEFT, CONTINUE 1.2 MILES TO BENET POST OFFICE AND TURN
 GY3358'RIGHT UPHILL AND CONTINUE ON STEEP ROUGH ROAD 1.1 MILES TO
 GY3358'CHOPCHESTNUT SCHOOL AND END OF TRUCK TRAVEL.  TAKE PATH OPPOSITE
 GY3358'SCHOOL TO THE LEFT, THROUGH CEMETERY AND CONTINUE ALONG RIDGE TO
 GY3358'THE NE AND S ABOUT 3/4 MILE TO THE SUMMIT AND STATION, AT THE FIRE
 GY3358'TOWER OF THE U.S. FORESTRY SERVICE, DIRECTLY BENEATH THE
 GY3358'CENTER OF THE TOWER, A STANDARD DISK SET IN TOP OF A 10 BY 12-INCH
 GY3358'CONCRETE BLOCK.
 GY3358'
 GY3358'A 40-FOOT TOWER NECESSARY TO CLEAR ADJOINING RIDGE ON LINE TO BEREA.
 GY3358'ALL OTHERS VISIBLE FROM THE GROUND.
 GY3358'
 GY3358'HEIGHT OF LIGHT ABOVE STATION MARK - 13 METERS.
 GY3358
 GY3358                          STATION RECOVERY (1949)
 GY3358
 GY3358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3358'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GY3358'GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH WAS NOT RECOVERED.
 GY3358'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE CHECKED AS NOTED
 GY3358'BELOW.  SURFACE, UNDERGROUND AND REFERENCE MARKS ARE DESCRIBED.
 GY3358'A NEW DESCRIPTION FOLLOWS- (IN OLD
 GY3358'DESCRIPTION REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE
 GY3358'REVERSED.)
 GY3358'
 GY3358'STATION IS LOCATED ABOUT 13 MILES WEST OF CAMPTON AND 9 MILES WEST OF
 GY3358'PINE RIDGE ON TOP OF WHAT IS LOCALLY KNOWN AS HIGH ROCKS MOUNTAIN,
 GY3358'UNDERNEATH THE HIGH ROCK LOOKOUT TOWER.  IT IS ON THE HIGHEST POINT
 GY3358'OF MOUNTAIN DIRECTLY UNDERNEATH THE CENTER OF LOOKOUT TOWER.  THE
 GY3358'MARK IS A 12X12 INCHES CONCRETE BLOCK WHICH PROJECTS ABOUT 12 INCHES
 GY3358'AND THE DISK IS STAMPED HIGH ROCK 1928 1934.
 GY3358'
 GY3358'REFERENCE MARK NO. 1 IS 176.71 FEET (SLOPE DISTANCE) EAST OF STATION,
 GY3358'AND ABOUT 1 FOOT WEST OF EDGE OF CLIFF.  THE DISK IS SET FLUSH IN
 GY3358'BEDROCK AND IS STAMPED HIGH ROCK NO 1 1934.
 GY3358'
 GY3358'REFERENCE MARK NO. 2 IS 144.26 FEET (SLOPE DISTANCE) NORTH OF
 GY3358'STATION, AND ABOUT 1 FOOT SOUTH OF EDGE OF CLIFF.  THE DISK IS
 GY3358'SET FLUSH IN BEDROCK AND IS STAMPED HIGH ROCK NO 2 1928 1934.
 GY3358'
 GY3358'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3358'
 GY3358'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 77 AND 15, WHICH
 GY3358'IS ABOUT 19 MILES SOUTHWEST OF FRENCHBURG AND 6 MILES WEST OF PINE
 GY3358'RIDGE (THIS IS WHERE HIGHWAY 77 TURNS NORTHEAST), GO NORTHWEST ON
 GY3358'HIGHWAY 15 FOR 1.45 MILES TO A T GRAVEL ROAD SHARP LEFT, TURN
 GY3358'SHARP LEFT AND FOLLOW GRAVEL ROAD SOUTH AND EAST FOR 2.0 MILES TO A
 GY3358'FORK IN ROAD, TURN RIGHT AND FOLLOW GRAVEL ROAD SOUTH AND WEST
 GY3358'FOR 2.9 MILES TO ANOTHER ROAD FORK, TURN RIGHT FOLLOWING ROAD AROUND
 GY3358'RIDGE AND GO 0.2 MILE TO A CAR TURNOUT ON LEFT AND A 12-INCH PINE
 GY3358'TREE WITH A TRIANGLE BLAZE ABOUT 50 FEET WEST OF ROAD, AND END OF
 GY3358'TRUCK TRAVEL.  FROM HERE PACK UP TRAIL TO THE NORTHEAST UP STEEP
 GY3358'INCLINE TO THE LOOKOUT TOWER AND STATION AS DESCRIBED.  THIS IS
 GY3358'ABOUT 1/4 MILE - 10 MINUTE PACK.
 GY3358'
 GY3358'NOTE- ALL MARKS STAMPED HIGH ROCK HOWEVER ALL RECORDS LIST NAME AS
 GY3358'HIGH ROCKS.
 GY3358'
 GY3358'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 GY3358
 GY3358                          STATION RECOVERY (1951)
 GY3358
 GY3358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GY3358'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GY3358'CONDITION.  THE DESCRIPTION SUBMITTED IN 1949 IS ADEQUATE.
 GY3358'
 GY3358'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3357 ***********************************************************************
 GY3357  DESIGNATION -  HIGH ROCKS HUB 1951
 GY3357  PID         -  GY3357
 GY3357  STATE/COUNTY-  KY/POWELL
 GY3357  USGS QUAD   -  STANTON (1966)
 GY3357
 GY3357                         *CURRENT SURVEY CONTROL
 GY3357  ___________________________________________________________________
 GY3357* NAD 83(1993)-  37 47 19.29569(N)    083 46 39.73750(W)     ADJUSTED  
 GY3357* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 GY3357  ___________________________________________________________________
 GY3357  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 GY3357  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GY3357
 GY3357  HORZ ORDER  -  SECOND
 GY3357
 GY3357.The horizontal coordinates were established by classical geodetic methods
 GY3357.and adjusted by the National Geodetic Survey in December 1995..
 GY3357
 GY3357.The orthometric height was scaled from a topographic map.
 GY3357
 GY3357.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3357
 GY3357.The geoid height was determined by GEOID03.
 GY3357
 GY3357;                    North         East     Units Scale Factor Converg.
 GY3357;SPC KY1Z     - 1,163,354.824 1,673,698.176   MT  0.99990611   +1 12 39.3
 GY3357;SPC KY1Z     - 3,816,773.29  5,491,124.77   sFT  0.99990611   +1 12 39.3
 GY3357;SPC KY S     -   663,324.699   673,710.770   MT  0.99997680   +1 11 46.0
 GY3357;SPC KY S     - 2,176,257.78  2,210,332.75   sFT  0.99997680   +1 11 46.0
 GY3357;SPC KY N     -    32,150.755   541,602.727   MT  1.00003170   +0 17 37.7
 GY3357;SPC KY N     -   105,481.27  1,776,908.28   sFT  1.00003170   +0 17 37.7
 GY3357;UTM  17      - 4,186,005.164   255,402.743   MT  1.00033696   -1 42 10.4
 GY3357
 GY3357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3357!SPC KY1Z     -   0.99993572  x   0.99990611  =   0.99984184
 GY3357!SPC KY S     -   0.99993572  x   0.99997680  =   0.99991252
 GY3357!SPC KY N     -   0.99993572  x   1.00003170  =   0.99996742
 GY3357!UTM  17      -   0.99993572  x   1.00033696  =   1.00027266
 GY3357
 GY3357:                Primary Azimuth Mark                     Grid Az
 GY3357:SPC KY1Z     -  STANTON                                  307 03 07.4
 GY3357:SPC KY S     -  STANTON                                  307 04 00.7
 GY3357:SPC KY N     -  STANTON                                  307 58 09.0
 GY3357:UTM  17      -  STANTON                                  309 57 57.1
 GY3357
 GY3357|---------------------------------------------------------------------|
 GY3357| PID    Reference Object                     Distance      Geod. Az  |
 GY3357|                                                           dddmmss.s |
 GY3357| GY3356 STANTON                             APPROX. 7.2 KM 3081546.7 |
 GY3357|---------------------------------------------------------------------|
 GY3357
 GY3357                          SUPERSEDED SURVEY CONTROL
 GY3357
 GY3357  NAD 83(1986)-  37 47 19.30183(N)    083 46 39.74416(W) AD(       ) 2
 GY3357  NAD 27      -  37 47 19.00300(N)    083 46 40.04700(W) AD(       ) 2
 GY3357
 GY3357.Superseded values are not recommended for survey control.
 GY3357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3357.See file dsdata.txt to determine how the superseded data were derived.
 GY3357
 GY3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB5540386005(NAD 83)
 GY3357
 GY3357  HISTORY     - Date     Condition        Report By
 GY3357  HISTORY     - 1951     MONUMENTED       CGS
 GY3357
 GY3357                          STATION DESCRIPTION
 GY3357
 GY3357'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GY3357'STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE WALKWAY AROUND THE
 GY3357'HIGH ROCKS LOOKOUT TOWER.  IT IS 12.52 FEET, 3.815 METERS SOUTHWEST
 GY3357'OF THE CENTER OF THE LOOKOUT TOWER (STATION HIGH ROCKS 1928).
 GY3357'
 GY3357'STATION NOT MARKED OR RECOVERABLE.
 GY3357'
 GY3357'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 77
 GY3357'WHICH IS ABOUT 19 MILES SOUTHWEST OF FRENCHBURG AND 6 MILES WEST OF
 GY3357'PINE RIDGE, GO NORTHWEST ON STATE HIGHWAY NO. 15 FOR 1.45 MILES TO A
 GY3357'T-GRAVELED ROAD SHARP LEFT, TURN SHARP LEFT AND FOLLOW GRAVELED
 GY3357'ROAD SOUTH AND EAST FOR 2.0 MILES TO ROAD FORK, TURN RIGHT AND FOLLOW
 GY3357'GRAVELED ROAD SOUTH AND WEST FOR 2.9 MILES TO ANOTHER ROAD FORK, TURN
 GY3357'RIGHT AND FOLLOW ROAD AROUND RIDGE FOR 0.2 MILE TO A CAR TURN OUT ON
 GY3357'THE LEFT AND A TRIANGULAR BLAZED 12 INCH PINE TREE ABOUT 50 FEET
 GY3357'WEST OF THE ROAD AND END OF TRUCK TRAVEL. FROM THIS POINT PACK UP
 GY3357'TRAIL TO THE NORTHEAST UP STEEP INCLINE TO THE LOOKOUT TOWER AND
 GY3357'STATION. (PACK WILL REQUIRE ABOUT 10 MINUTES)
 GY3357'
 GY3357'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3106 ***********************************************************************
 JZ3106  DESIGNATION -  HIGHLAND HTS MUNICIPAL TANK
 JZ3106  PID         -  JZ3106
 JZ3106  STATE/COUNTY-  KY/CAMPBELL
 JZ3106  USGS QUAD   -  NEWPORT (1987)
 JZ3106
 JZ3106                         *CURRENT SURVEY CONTROL
 JZ3106  ___________________________________________________________________
 JZ3106* NAD 83(1993)-  39 01 36.07024(N)    084 27 41.20390(W)     ADJUSTED  
 JZ3106* NAVD 88     -                                                        
 JZ3106  ___________________________________________________________________
 JZ3106  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 JZ3106  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3106
 JZ3106  HORZ ORDER  -  THIRD
 JZ3106
 JZ3106.The horizontal coordinates were established by classical geodetic methods
 JZ3106.and adjusted by the National Geodetic Survey in April 1998..
 JZ3106
 JZ3106
 JZ3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3106
 JZ3106.The geoid height was determined by GEOID03.
 JZ3106
 JZ3106;                    North         East     Units Scale Factor Converg.
 JZ3106;SPC KY1Z     - 1,299,707.610 1,611,589.258   MT  1.00010670   +0 47 28.0
 JZ3106;SPC KY1Z     - 4,264,124.05  5,287,355.76   sFT  1.00010670   +0 47 28.0
 JZ3106;SPC KY N     -   169,485.065   481,689.956   MT  1.00000968   -0 07 53.5
 JZ3106;SPC KY N     -   556,052.25  1,580,344.46   sFT  1.00000968   -0 07 53.5
 JZ3106;SPC OH S     -   115,820.380   430,171.823   MT  0.99995528   -1 14 40.5
 JZ3106;UTM  16      - 4,322,804.483   719,750.328   MT  1.00019465   +1 35 56.8
 JZ3106
 JZ3106                          SUPERSEDED SURVEY CONTROL
 JZ3106
 JZ3106  NAD 83(1993)-  39 01 36.07681(N)    084 27 41.21029(W) AD(       ) 4
 JZ3106  NAD 83(1986)-  39 01 36.07387(N)    084 27 41.21396(W) AD(       ) 4
 JZ3106  NAD 27      -  39 01 35.85210(N)    084 27 41.42420(W) AD(       ) 3
 JZ3106
 JZ3106.Superseded values are not recommended for survey control.
 JZ3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3106.See file dsdata.txt to determine how the superseded data were derived.
 JZ3106
 JZ3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1975022804(NAD 83)
 JZ3106_MARKER: 53 = ELEVATED TANK
 JZ3106
 JZ3106  HISTORY     - Date     Condition        Report By
 JZ3106  HISTORY     - 1966     FIRST OBSERVED   KYHD
 JZ3106
 JZ3106                          STATION DESCRIPTION
 JZ3106
 JZ3106'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (EB)
 JZ3106'STATION IS LOCATED ABOUT 1/2 MILE SOUTHWEST OF HIGHLAND HEIGHTS, ON
 JZ3106'THE NORTHWEST SIDE OF KNOLLWOOD DRIVE.  IT IS AN 8 LEGGED STEEL
 JZ3106'STRUCTURE, PAINTED GRAY, APPROXIMATELY 100 FEET HIGH WITH A BALL ON
 JZ3106'TOP.  POINT OBSERVED WAS CENTER OF BALL.
 JZ3106'
 JZ3106'TO REACH THE STATION FROM THE POST OFFICE IN HIGHLAND HEIGHTS, GO
 JZ3106'SOUTH ON U. S. HIGHWAY 27 FOR 0.2 MILE TO JOHNS HILL ROAD
 JZ3106'RIGHT.  TURN RIGHT AND GO WEST ON JOHNS HILL ROAD FOR 0.55 MILE TO
 JZ3106'JUNCTION WITH KNOLLWOOD DRIVE.  CONTINUE AHEAD ON KNOLLWOOD DRIVE
 JZ3106'FOR 0.1 MILE TO STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2373 ***********************************************************************
 HY2373  DESIGNATION -  HILGER RESET
 HY2373  PID         -  HY2373
 HY2373  STATE/COUNTY-  KY/CARTER
 HY2373  USGS QUAD   -  WESLEYVILLE (1962)
 HY2373
 HY2373                         *CURRENT SURVEY CONTROL
 HY2373  ___________________________________________________________________
 HY2373* NAD 83(1993)-  38 25 58.19294(N)    083 13 34.62952(W)     ADJUSTED  
 HY2373* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 HY2373  ___________________________________________________________________
 HY2373  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 HY2373  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HY2373
 HY2373  HORZ ORDER  -  FIRST
 HY2373
 HY2373.The horizontal coordinates were established by classical geodetic methods
 HY2373.and adjusted by the National Geodetic Survey in December 1995..
 HY2373
 HY2373.The orthometric height was scaled from a topographic map.
 HY2373
 HY2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2373
 HY2373.The geoid height was determined by GEOID03.
 HY2373
 HY2373;                    North         East     Units Scale Factor Converg.
 HY2373;SPC KY1Z     - 1,235,991.069 1,720,317.419   MT  0.99995201   +1 32 58.1
 HY2373;SPC KY1Z     - 4,055,080.70  5,644,074.73   sFT  0.99995201   +1 32 58.1
 HY2373;SPC KY N     -   104,038.254   589,379.062   MT  0.99996226   +0 38 12.5
 HY2373;SPC KY N     -   341,332.17  1,933,654.47   sFT  0.99996226   +0 38 12.5
 HY2373;UTM  17      - 4,256,187.666   305,681.226   MT  1.00006503   -1 23 03.4
 HY2373
 HY2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2373!SPC KY1Z     -   0.99994535  x   0.99995201  =   0.99989736
 HY2373!SPC KY N     -   0.99994535  x   0.99996226  =   0.99990761
 HY2373!UTM  17      -   0.99994535  x   1.00006503  =   1.00001038
 HY2373
 HY2373|---------------------------------------------------------------------|
 HY2373| PID    Reference Object                     Distance      Geod. Az  |
 HY2373|                                                           dddmmss.s |
 HY2373| DC2149 HILGER RM 4                          37.122 METERS 12624     |
 HY2373| DB9998 HILGER RM 1                         269.502 METERS 23455     |
 HY2373| HY2407 HICKORY FLATS NATL FOREST LOT       APPROX.17.9 KM 2353128.2 |
 HY2373| HY2410 STRICKLETT TX EASTERN RELAY         APPROX.22.0 KM 2780726.5 |
 HY2373| DB9999 HILGER RM 2                         155.198 METERS 33610     |
 HY2373| DC2148 HILGER RM 3                          40.831 METERS 33659     |
 HY2373|---------------------------------------------------------------------|
 HY2373
 HY2373                          SUPERSEDED SURVEY CONTROL
 HY2373
 HY2373  NAD 83(1986)-  38 25 58.19961(N)    083 13 34.63431(W) AD(       ) 1
 HY2373  NAD 27      -  38 25 57.91500(N)    083 13 34.98800(W) AD(       ) 1
 HY2373
 HY2373.Superseded values are not recommended for survey control.
 HY2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2373.See file dsdata.txt to determine how the superseded data were derived.
 HY2373
 HY2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC0568156188(NAD 83)
 HY2373_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HY2373_SETTING: 0 = UNSPECIFIED SETTING
 HY2373
 HY2373  HISTORY     - Date     Condition        Report By
 HY2373  HISTORY     - 1928     MONUMENTED       USGS
 HY2373  HISTORY     - 1935     MARK NOT FOUND   CGS
 HY2373  HISTORY     - 1953     SEE DESCRIPTION  USGS
 HY2373
 HY2373                          STATION DESCRIPTION
 HY2373
 HY2373'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (WM)
 HY2373'ABOUT 12 MILES N OF OLIVE HILL ON LAND OWNED BY PETER HILGER.  THE
 HY2373'STATION WAS RE MARKED BY A STANDARD TABLET BEING PLACED IN TOP OF
 HY2373'PIPE WHERE U.S.G.S. TABLET WAS LOOSE.  THE PIPE EXTENDS 8 INCHES
 HY2373'ABOVE GROUND AND IS VERY SOLID.  TWO NEW REFERENCE MARKS WERE
 HY2373'ESTABLISHED.
 HY2373'
 HY2373'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN A BOULDER.
 HY2373'
 HY2373'REFERENCE MARK NO.1 (WSW) IN ROCK, ON S SIDE OF KNOLL, S OF HOUSE, 35
 HY2373'FEET NW OF 18 INCH CHESTNUT.
 HY2373'
 HY2373'REFERENCE MARK NO.2 (N) IN LARGE ROCK N OF BARN.
 HY2373'
 HY2373'TO REACH FROM OLIVE HILL TAKE ROAD THROUGH ARMSTRONG, SMOKEY VALLEY,
 HY2373'WESLEYVILLE AND ROONEY TO HOME OF JOHN HILGER WHO CAN DIRECT TO THE
 HY2373'MARK.
 HY2373
 HY2373                          STATION RECOVERY (1935)
 HY2373
 HY2373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 HY2373'IT IS IMPOSSIBLE TO REACH THIS MARKER DUE TO THE FACT THAT ROADS ARE
 HY2373'WASHED OUT BECAUSE OF HEAVEY RAINS.
 HY2373
 HY2373                          STATION RECOVERY (1953)
 HY2373
 HY2373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (ELJ)
 HY2373'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  AT THE
 HY2373'PROPERTY OWNERS REQUEST THE STATION MARK WAS REMOVED AND A NEW
 HY2373'UNDERGROUND AND SURFACE STATION MARK ESTABLISHED HOLDING THE ORIGINAL
 HY2373'POSITION.  REFERENCE MARKS NOS.3 AND 4 WERE ESTABLISHED.  THE
 HY2373'DIRECTIONS TO REFERENCE MARKS NOS.1 AND 2 WERE CHECKED AND FOUND
 HY2373'CORRECT. REFERENCE MARKS NO.1 AND 2 WERE NOT MEASURED SINCE NEW MARKS
 HY2373'WERE ESTABLISHED, HOWEVER SINCE THERE WAS NOT SUITABLE PLACE FOR AN
 HY2373'AZIMUTH MARK THESE MARKS WERE NOT DESTROYED AND CAN BE USED AS
 HY2373'REFERENCE MARKS.  A NEW DESCRIPTION FOLLOWS--
 HY2373'
 HY2373'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF VANCEBURG AND 5
 HY2373'MILES WEST OF CARTER CITY ON THE TOP OF A SMALL KNOLL IN A CULTIVATED
 HY2373'FIELD ON PROPERTY OWNED BY MR. JOHN HILGER.  IT IS ABOUT 500 FEET
 HY2373'EAST OF MR. HILGERS HOME, NEAR THE WEST EDGE OF A SMALL CEMETERY, 8
 HY2373'FEET WEST OF THE NORTHWEST CORNER OF A HEADSTONE DELIA B.
 HY2373'BROOKFIELD.  THE MARK IS ABOUT 14 INCHES UNDERGROUND AND THE DISK IS
 HY2373'STAMPED HILGER USGS 1909 1928 1953.
 HY2373'
 HY2373'REFERENCE MARK NO.1 IS 0.15 MILE SOUTHWEST OF THE STATION.  IT IS 285
 HY2373'FEET SOUTH OF A SMALL SHED, 118 FEET NORTHWEST OF THE NORTH EDGE OF
 HY2373'A STONE WALL AND A 24 INCH OAK TREE AND 95 FEET NORTH OF THE EDGE OF
 HY2373'A WOODS.  THE DISK IS SET ON A SMALL KNOLL IN OUTCROPPING BEDROCK
 HY2373'AND IS STAMPED HILGER U.S.G.S. 1909 NO. 1928.
 HY2373'
 HY2373'REFERENCE MARK NO.2 IS 0.1 MILE NORTHWEST OF THE STATION, IN THE
 HY2373'SOUTH EDGE OF A WOODS, 15 FEET NORTH OF A FENCE LINE AND 12 FEET
 HY2373'NORTHEAST OF A 24 INCH OAK TREE.  THE DISK IS SET FLUSH IN THE TOP
 HY2373'OF THE NORTH EDGE OF A LARGE BOULDER AND IS STAMPED HILGER U.S.G.S.
 HY2373'1909 NO.2 1928.
 HY2373'
 HY2373'REFERENCE MARK NO.3 IS 133.96 FEET NORTHWEST OF THE STATION, 1 FOOT
 HY2373'SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTHWEST OF A FENCE.
 HY2373'THE MARK IS FLUSH AND THE DISK IS STAMPED HILGER NO 3 1928 1953.
 HY2373'
 HY2373'REFERENCE MARK NO.4 IS 121.79 FEET SOUTHEAST OF THE STATION, NEAR THE
 HY2373'NORTH EDGE OF A WOODS, 11 FEET NORTH OF AN 18 INCH OAK TREE AND 1
 HY2373'FOOT NORTHWEST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 HY2373'DISK IS STAMPED HILGER NO 4 1928 1953.
 HY2373'
 HY2373'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NOS.10 AND 59
 HY2373'IN THE SOUTHWEST SECTION OF VANCEBURG, GO SOUTH ON HIGHWAY 59 FOR
 HY2373'5.8 MILES TO JUNCTION WITH STATE HIGHWAY 24, CONTINUE SOUTHEAST ON
 HY2373'HIGHWAY NOS.24 AND 59 FOR 7.0 MILES TO A BRIDGE ON THE LEFT WHERE
 HY2373'HIGHWAY 24 TURNS EAST.  CONTINUE SOUTH ON HIGHWAY 59 FOR 3.6 MILES
 HY2373'TO A CONCRETE BRIDGE OVER LAUREL CREEK AND JUNCTION OF STATE HIGHWAY
 HY2373'1068, CONTINUE SOUTH ON HIGHWAY 59 FOR 0.8 MILE TO A SIDE ROAD LEFT,
 HY2373'TURN LEFT INTO GRASSY FORK CREEK AND GO NORTH FOR 0.05 MILE, TURN
 HY2373'RIGHT OUT OF CREEK, THEN LEFT AND GO NORTH FOR 0.1 MILE TO A DIM
 HY2373'CROSSROAD, CONTINUE ON MAIN ROAD, BEARING RIGHT AND GO NORTHEAST
 HY2373'ON DIRT ROAD PARALLEL TO A SMALL CREEK FOR 0.25 MILE TO A HOUSE ON
 HY2373'THE RIGHT, CONTINUE ON DIRT ROAD FOR 0.3 MILE TO WHERE CREEK
 HY2373'CROSSES ROAD, CONTINUE NORTHEAST, UP GRADE FOR 1.15 MILE TO A HOUSE
 HY2373'ON THE RIGHT, PASS HOUSE AND CONTINUE FOR 0.05 MILE TO A FORK, TAKE
 HY2373'LEFT FORK UP HILL AND GO NORTHEAST FOR 0.6 MILE TO A FORK, KEEP
 HY2373'LEFT AND CONTINUE NORTH FOR 0.1 MILE TO EDGE OF FIELD, LEAVE ROAD
 HY2373'AND GO NORTH ACROSS FIELD FOR 0.05 MILE TO SMALL CEMETERY AND
 HY2373'STATION AS DESCRIBED.
 HY2373'
 HY2373'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2542 ***********************************************************************
 HZ2542  DESIGNATION -  HILL
 HZ2542  PID         -  HZ2542
 HZ2542  STATE/COUNTY-  KY/GALLATIN
 HZ2542  USGS QUAD   -  SANDERS (1987)
 HZ2542
 HZ2542                         *CURRENT SURVEY CONTROL
 HZ2542  ___________________________________________________________________
 HZ2542* NAD 83(1993)-  38 44 32.43659(N)    084 59 49.41664(W)     ADJUSTED  
 HZ2542* NAVD 88     -       265.39   (+/-2cm)     870.7    (feet)  VERTCON   
 HZ2542  ___________________________________________________________________
 HZ2542  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 HZ2542  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ2542
 HZ2542  HORZ ORDER  -  THIRD
 HZ2542  VERT ORDER  -  THIRD ? (See Below)
 HZ2542
 HZ2542.The horizontal coordinates were established by classical geodetic methods
 HZ2542.and adjusted by the National Geodetic Survey in April 1998..
 HZ2542
 HZ2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2542.The vertical order pertains to the NGVD 29 superseded value.
 HZ2542
 HZ2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2542
 HZ2542.The geoid height was determined by GEOID03.
 HZ2542
 HZ2542;                    North         East     Units Scale Factor Converg.
 HZ2542;SPC KY1Z     - 1,267,633.548 1,565,460.904   MT  1.00001912   +0 27 44.2
 HZ2542;SPC KY1Z     - 4,158,894.40  5,136,016.32   sFT  1.00001912   +0 27 44.2
 HZ2542;SPC KY N     -   138,161.954   435,053.241   MT  0.99997357   -0 27 53.0
 HZ2542;SPC KY N     -   453,286.34  1,427,337.17   sFT  0.99997357   -0 27 53.0
 HZ2542;UTM  16      - 4,290,089.357   674,073.100   MT  0.99997315   +1 15 13.7
 HZ2542
 HZ2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2542!SPC KY1Z     -   0.99996367  x   1.00001912  =   0.99998279
 HZ2542!SPC KY N     -   0.99996367  x   0.99997357  =   0.99993724
 HZ2542!UTM  16      -   0.99996367  x   0.99997315  =   0.99993682
 HZ2542
 HZ2542:                Primary Azimuth Mark                     Grid Az
 HZ2542:SPC KY1Z     -  MONTGOMERY                               033 45 31.4
 HZ2542:SPC KY N     -  MONTGOMERY                               034 41 08.6
 HZ2542:UTM  16      -  MONTGOMERY                               032 58 01.9
 HZ2542
 HZ2542|---------------------------------------------------------------------|
 HZ2542| PID    Reference Object                     Distance      Geod. Az  |
 HZ2542|                                                           dddmmss.s |
 HZ2542| HZ2549 MONTGOMERY                          APPROX. 1.2 KM 0341315.6 |
 HZ2542| DC2150 HILL RM 1                            36.713 METERS 03659     |
 HZ2542| HZ2543 TT 44 TN USGS 1947                   18.776 METERS 10441     |
 HZ2542| DC2151 HILL RM 2                            41.209 METERS 21659     |
 HZ2542|---------------------------------------------------------------------|
 HZ2542
 HZ2542                          SUPERSEDED SURVEY CONTROL
 HZ2542
 HZ2542  NAD 83(1993)-  38 44 32.43752(N)    084 59 49.41834(W) AD(       ) 3
 HZ2542  NAD 83(1986)-  38 44 32.43744(N)    084 59 49.42753(W) AD(       ) 3
 HZ2542  NAD 27      -  38 44 32.21120(N)    084 59 49.61140(W) AD(       ) 3
 HZ2542  NGVD 29 (07/19/86)  265.58   (m)          871.3    (f) LEVELING    3  
 HZ2542
 HZ2542.Superseded values are not recommended for survey control.
 HZ2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2542.See file dsdata.txt to determine how the superseded data were derived.
 HZ2542
 HZ2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH7407390089(NAD 83)
 HZ2542_MARKER: DS = TRIANGULATION STATION DISK
 HZ2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2542
 HZ2542  HISTORY     - Date     Condition        Report By
 HZ2542  HISTORY     - 1947     MONUMENTED       CGS
 HZ2542  HISTORY     - 1964     GOOD             CGS
 HZ2542  HISTORY     - 1964     GOOD             CGS
 HZ2542
 HZ2542                          STATION DESCRIPTION
 HZ2542
 HZ2542'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2542'STATION IS ABOUT 4 MILES EAST OF GHENT, ON PROPERTY OF E.L.
 HZ2542'MONTGOMERY AT THE EAST SIDE OF THE FIELD WHICH LIES NORTHEAST OF THE
 HZ2542'MONTGOMERY FARMHOUSE , 26 FEET WEST OF THE APPROXIMATE CENTERLINE
 HZ2542'OF A GRAVELED ROAD, 24 FEET NORTH OF A 12 INCH LOCUST TREE, AND 12
 HZ2542'FEET WEST OF THE EAST FENCE OF THE FIELD.  THE MARK IS 12 INCHES
 HZ2542'UNDERGROUND, AND THE DISK IS STAMPED HILL 1947.
 HZ2542'
 HZ2542'REFERENCE MARK NO.1 IS 120.45 FEET NORTHEAST OF THE STATION, 17 FEET
 HZ2542'WEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 3 FEET SOUTH OF A
 HZ2542'WHITE WITNESS POST, AND 2 FEET SOUTH OF A TELEPHONE POLE.  THE MARK
 HZ2542'PROJECTS 6 INCHES, AND THE DISK IS STAMPED HILL NO 1 1947.
 HZ2542'
 HZ2542'REFERENCE MARK NO.2 IS 135.20 FEET SOUTHWEST OF THE STATION AND 1
 HZ2542'FOOT WEST OF THE EAST FENCE OF THE FIELD.  THE MARK PROJECTS 2
 HZ2542'INCHES, AND THE DISK IS STAMPED HILL NO 2 1947.
 HZ2542'
 HZ2542'TRIANGULATION STATION MONTGOMERY IS THE AZIMUTH MARK.
 HZ2542'
 HZ2542'TT 44 1929 (U.S.G.S.) IS 61.60 FEET EAST OF THE STATION BY A TRAVERSE
 HZ2542'CONNECTION, 10 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 HZ2542'GRAVELED ROAD AT A POINT WHERE THE ROAD MAKES A SHARP CURVE, AND 44
 HZ2542'FEET EAST OF THE EAST FENCE OF THE FIELD.  THIS IS A STANDARD
 HZ2542'U.S.G.S. DISK SET IN A CONCRETE POST.  THE CONCRETE POST IS BADLY
 HZ2542'CHIPPED.  THE ELEVATION IN FEET WAS OBLITERATED FROM THE DISK.  THE
 HZ2542'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED TT STA NO 44 TN 1929.
 HZ2542'
 HZ2542'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 42 AND STATE HIGHWAY 47 IN
 HZ2542'GHENT, GO EAST ON HIGHWAY 42 FOR 2.9 MILES TO A SMALL GRAVELED CROSS
 HZ2542'ROAD, TURN RIGHT AND GO 1.3 MILES TO A ROAD FORK, TURN LEFT AND GO
 HZ2542'0.3 MILE TO THE MONTGOMERY FARMHOUSE ON THE LEFT, THEN CONTINUE
 HZ2542'STRAIGHT AHEAD FOR 0.1 MILE TO STATION ON LEFT JUST BEFORE REACHING
 HZ2542'CURVE.
 HZ2542'
 HZ2542'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HZ2542
 HZ2542                          STATION RECOVERY (1964)
 HZ2542
 HZ2542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EB)
 HZ2542'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN
 HZ2542'GOOD CONDITION.  THE TO REACH AND THE LOCAL DESCRIPTIONS ON THE
 HZ2542'ORIGINAL DESCRIPTION ARE ADEQUATE.  TT 44 1929 USGS IN THIS AREA WAS
 HZ2542'NOT RECOVERED.
 HZ2542'
 HZ2542'THE DISTANCE TO REFERENCE MARK NO 1 DID NOT CHECK.
 HZ2542
 HZ2542                          STATION RECOVERY (1964)
 HZ2542
 HZ2542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ2542'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND
 HZ2542'FOUND IN GOOD CONDITION.  TRIANGULATION STATION MONTGOMERY USED FOR
 HZ2542'AN AZIMUTH MARK WAS ALSO RECOVERED IN GOOD CONDITION.
 HZ2542'
 HZ2542'TT 44 1929 (USGS) WAS SEARCHED FOR BUT NOT FOUND.
 HZ2542'
 HZ2542'THE ORIGINAL DESCRIPTION IS ADEQUATE, THE ONLY DIFFERENCE BEING THAT
 HZ2542'THE ENTIRE ROUTE TO THE STATION IS HARD SURFACED ROAD AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2983 ***********************************************************************
 GZ2983  DESIGNATION -  HILL KNOB
 GZ2983  PID         -  GZ2983
 GZ2983  STATE/COUNTY-  KY/PULASKI
 GZ2983  USGS QUAD   -  FAUBUSH (1976)
 GZ2983
 GZ2983                         *CURRENT SURVEY CONTROL
 GZ2983  ___________________________________________________________________
 GZ2983* NAD 83(1993)-  37 00 26.07231(N)    084 50 53.66802(W)     ADJUSTED  
 GZ2983* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 GZ2983  ___________________________________________________________________
 GZ2983  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 GZ2983  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GZ2983
 GZ2983  HORZ ORDER  -  FIRST
 GZ2983
 GZ2983.The horizontal coordinates were established by classical geodetic methods
 GZ2983.and adjusted by the National Geodetic Survey in December 1995..
 GZ2983
 GZ2983.The orthometric height was scaled from a topographic map.
 GZ2983
 GZ2983.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2983
 GZ2983.The geoid height was determined by GEOID03.
 GZ2983
 GZ2983;                    North         East     Units Scale Factor Converg.
 GZ2983;SPC KY1Z     - 1,075,182.175 1,580,259.734   MT  1.00001908   +0 33 13.1
 GZ2983;SPC KY1Z     - 3,527,493.52  5,184,568.81   sFT  1.00001908   +0 33 13.1
 GZ2983;SPC KY S     -   575,169.017   580,255.150   MT  0.99996158   +0 32 48.8
 GZ2983;SPC KY S     - 1,887,033.68  1,903,720.44   sFT  0.99996158   +0 32 48.8
 GZ2983;UTM  16      - 4,097,840.236   691,449.393   MT  1.00005155   +1 17 44.1
 GZ2983
 GZ2983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2983!SPC KY1Z     -   0.99994334  x   1.00001908  =   0.99996242
 GZ2983!SPC KY S     -   0.99994334  x   0.99996158  =   0.99990492
 GZ2983!UTM  16      -   0.99994334  x   1.00005155  =   0.99999489
 GZ2983
 GZ2983|---------------------------------------------------------------------|
 GZ2983| PID    Reference Object                     Distance      Geod. Az  |
 GZ2983|                                                           dddmmss.s |
 GZ2983| DC2153 HILL KNOB RM 1                       25.658 METERS 16450     |
 GZ2983| GB2644 CHAPEL                              APPROX.13.5 KM 1794033.7 |
 GZ2983| DC2154 HILL KNOB RM 2                       24.472 METERS 26705     |
 GZ2983| DC2152 HILL KNOB AZ MK                                    3230842.9 |
 GZ2983|---------------------------------------------------------------------|
 GZ2983
 GZ2983                          SUPERSEDED SURVEY CONTROL
 GZ2983
 GZ2983  NAD 83(1986)-  37 00 26.08147(N)    084 50 53.67494(W) AD(       ) 1
 GZ2983  NAD 27      -  37 00 25.81800(N)    084 50 53.86200(W) AD(       ) 1
 GZ2983
 GZ2983.Superseded values are not recommended for survey control.
 GZ2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2983.See file dsdata.txt to determine how the superseded data were derived.
 GZ2983
 GZ2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9144997840(NAD 83)
 GZ2983_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ2983_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2983
 GZ2983  HISTORY     - Date     Condition        Report By
 GZ2983  HISTORY     - 1935     MONUMENTED       CGS
 GZ2983  HISTORY     - 1950     GOOD             CGS
 GZ2983  HISTORY     - 1972     GOOD             LOCSUR
 GZ2983
 GZ2983                          STATION DESCRIPTION
 GZ2983
 GZ2983'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GZ2983'STATION IS NEAR THE CENTER OF A CULTIVATED, ROCKY FIELD ON TOP OF A
 GZ2983'HEAVILY-WOODED, ROUND KNOB, LOCALLY KNOWN AS HILL KNOB, 14-1/2
 GZ2983'MILES WSW OF SOMERSET.
 GZ2983'
 GZ2983'STATION MARK IS A STANDARD BRONZE DISK SET IN A 12-BY 18-INCH ROCK
 GZ2983'OUTCROP WHICH IS FLUSH WITH THE GROUND. IT IS ABOUT 40 FEET SW OF
 GZ2983'THE HIGHEST POINT OF KNOB, IN CENTER OF FIELD AND 56 FEET NE OF A
 GZ2983'14-INCH WALNUT TREE.
 GZ2983'
 GZ2983'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN A 6-FOOT SQUARE
 GZ2983'ROCK OUTCROP 20 FEET N OF THE S EDGE OF THE FIELD, 13 YARDS SSE OF A
 GZ2983'14-INCH WALNUT TREE AND PROJECTS ABOUT 10 INCHES. IT IS S OF STATION.
 GZ2983'
 GZ2983'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN A 2-FOOT BY
 GZ2983'18-INCH ROCK OUTCROP, WHICH IS FLUSH WITH THE GROUND, AND ABOUT 10
 GZ2983'FEET E OF THE W EDGE OF THE FIELD. IT IS W OF STATION.
 GZ2983'
 GZ2983'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A 10- BY 8-FOOT ROCK
 GZ2983'OUTCROP, WHICH IS FLUSH WITH THE GROUND, ABOUT 10 FEET INTO THE
 GZ2983'WOODS FROM THE EDGE OF THE FIELD AND 22 FEET SSW OF A 14-INCH OAK
 GZ2983'TREE. IT IS NNW OF THE STATION.
 GZ2983'
 GZ2983'TO REACH STATION FROM THE POST OFFICE IN SOMERSET, GO W ON HIGHWAY 80
 GZ2983'FOR 9.15 MILES TO A BRICK STORE ON LEFT. CONTINUE FOR 3.95 MILES TO
 GZ2983'GRAVEL T-ROAD, LEFT, JUST BEYOND A YELLOW HOUSE ON RIGHT. TURN LEFT
 GZ2983'ON GRAVEL ROAD FOR 0.95 MILE TO CROSS ROAD. KEEP STRAIGHT AHEAD
 GZ2983'FOR 1.8 MILES TO A T-ROAD RIGHT. KEEP STRAIGHT AHEAD FOR 0.3 MILE TO
 GZ2983'FAUBUSH POST OFFICE ON RIGHT. CONTINUE S (RIGHT) FOR 2.8 MILES TO A
 GZ2983'JOGGED CROSS ROAD. KEEP STRAIGHT AHEAD FOR 2.0 MILES TO A T- ROAD,
 GZ2983'LEFT, ABOUT 1/4 MILE BEFORE REACHING THE VINNIE POST OFFICE. HERE
 GZ2983'TURN LEFT FOR ABOUT 1.0 MILE, KEEPING RIGHT AT ALL
 GZ2983'INTERSECTIONS, TO THE HOME OF MR. WILLIAM BARNES. CONTINUE AROUND THE
 GZ2983'W SIDE OF HOUSE AND GARDEN. TURN LEFT AT REAR OF GARDEN AND CROSS
 GZ2983'FIELD TO EDGE OF WOODS AND END OF TRUCK TRAVEL. THEN FOLLOW PATH UP
 GZ2983'HILL THROUGH WOODS TO FIELD AND STATION SITE.
 GZ2983'
 GZ2983'A 50-FOOT TOWER WAS USED AND WILL CLEAR ALL LINES.
 GZ2983
 GZ2983                          STATION RECOVERY (1950)
 GZ2983
 GZ2983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2983'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GZ2983'GOOD CONDITION. DISTANCES AND DIRECTIONS TO ALL MARKS WERE
 GZ2983'CHECKED AS NOTED. REFERENCE MARKS NO.1 AND NO.2 WERE REINFORCED BY
 GZ2983'CONCRETE AT THIS TIME. OLD DESCRIPTION AND TO REACH IS
 GZ2983'ADEQUATE.
 GZ2983'
 GZ2983'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GZ2983
 GZ2983                          STATION RECOVERY (1972)
 GZ2983
 GZ2983'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (HP)
 GZ2983'THE STATION, AZIMUTH AND REFERENCE MARKS NO. 1 AND 2 WERE ALL FOUND
 GZ2983'AS DESCRIBED AND IN GOOD CONDITION.  THE DISTANCES TO REFERENCE MARKS
 GZ2983'WERE CHECKED AND FOUND TO BE CORRECT.  THE OLD DESCRIPTION IS
 GZ2983'ADEQUATE.
 GZ2983'
 GZ2983'NO WITNESS POST AND SIGN WAS SET DUE TO THE ENTIRE AREA BEING ALMOST
 GZ2983'SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1038 ***********************************************************************
 GB1038  DESIGNATION -  HILL TOP
 GB1038  PID         -  GB1038
 GB1038  STATE/COUNTY-  KY/MCCREARY
 GB1038  USGS QUAD   -  BARTHELL (1982)
 GB1038
 GB1038                         *CURRENT SURVEY CONTROL
 GB1038  ___________________________________________________________________
 GB1038* NAD 83(1993)-  36 43 20.12793(N)    084 32 01.80645(W)     ADJUSTED  
 GB1038* NAVD 88     -       381.840  (meters)    1252.75   (feet)  ADJUSTED  
 GB1038  ___________________________________________________________________
 GB1038  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 GB1038  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GB1038  DYNAMIC HT  -         381.533 (meters)    1251.75  (feet)  COMP
 GB1038  MODELED GRAV-     979,813.5   (mgal)                       NAVD 88
 GB1038
 GB1038  HORZ ORDER  -  THIRD
 GB1038  VERT ORDER  -  SECOND    CLASS 0
 GB1038
 GB1038.The horizontal coordinates were established by classical geodetic methods
 GB1038.and adjusted by the National Geodetic Survey in December 1995..
 GB1038
 GB1038.The orthometric height was determined by differential leveling
 GB1038.and adjusted by the National Geodetic Survey in June 1991..
 GB1038
 GB1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1038
 GB1038.The geoid height was determined by GEOID03.
 GB1038
 GB1038.The dynamic height is computed by dividing the NAVD 88
 GB1038.geopotential number by the normal gravity value computed on the
 GB1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1038.degrees latitude (g = 980.6199 gals.).
 GB1038
 GB1038.The modeled gravity was interpolated from observed gravity values.
 GB1038
 GB1038;                    North         East     Units Scale Factor Converg.
 GB1038;SPC KY1Z     - 1,043,874.293 1,608,653.767   MT  1.00010594   +0 44 48.0
 GB1038;SPC KY1Z     - 3,424,777.58  5,277,724.90   sFT  1.00010594   +0 44 48.0
 GB1038;SPC KY S     -   543,859.726   608,642.552   MT  1.00000203   +0 44 15.2
 GB1038;SPC KY S     - 1,784,313.12  1,996,854.77   sFT  1.00000203   +0 44 15.2
 GB1038;SPC TN       -   266,042.221   730,982.998   MT  1.00006849   +0 51 30.1
 GB1038;SPC TN       -   872,840.19  2,398,233.39   sFT  1.00006849   +0 51 30.1
 GB1038;UTM  16      - 4,066,897.449   720,244.732   MT  1.00019765   +1 28 30.7
 GB1038
 GB1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1038!SPC KY1Z     -   0.99994465  x   1.00010594  =   1.00005058
 GB1038!SPC KY S     -   0.99994465  x   1.00000203  =   0.99994668
 GB1038!SPC TN       -   0.99994465  x   1.00006849  =   1.00001313
 GB1038!UTM  16      -   0.99994465  x   1.00019765  =   1.00014229
 GB1038
 GB1038|---------------------------------------------------------------------|
 GB1038| PID    Reference Object                     Distance      Geod. Az  |
 GB1038|                                                           dddmmss.s |
 GB1038| GB1037 HILL TOP RM 1                         5.669 METERS 00148     |
 GB1038| GB2513 STEARNS COAL AND LUMBER CO STK      APPROX. 5.9 KM 1215906.2 |
 GB1038| GB1036 HILL TOP RM 2                         5.438 METERS 27549     |
 GB1038| DC2157 HILL TOP AZ MK                                     2872722.5 |
 GB1038|---------------------------------------------------------------------|
 GB1038
 GB1038                          SUPERSEDED SURVEY CONTROL
 GB1038
 GB1038  NAD 83(1986)-  36 43 20.13654(N)    084 32 01.80967(W) AD(       ) 3
 GB1038  NAD 27      -  36 43 19.85800(N)    084 32 02.02700(W) AD(       ) 3
 GB1038  NGVD 29 (??/??/92)  381.983  (m)         1253.22   (f) ADJ UNCH    2 0
 GB1038
 GB1038.Superseded values are not recommended for survey control.
 GB1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1038.See file dsdata.txt to determine how the superseded data were derived.
 GB1038
 GB1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2024566897(NAD 83)
 GB1038_MARKER: DS = TRIANGULATION STATION DISK
 GB1038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GB1038_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GB1038_STAMPING: HILL TOP 1950 1253.223
 GB1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1038
 GB1038  HISTORY     - Date     Condition        Report By
 GB1038  HISTORY     - 1950     MONUMENTED       CGS
 GB1038  HISTORY     - 1951     GOOD             NGS
 GB1038  HISTORY     - 1957     GOOD             NGS
 GB1038
 GB1038                          STATION DESCRIPTION
 GB1038
 GB1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB1038'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF STEARNS ON A HIGH BANK
 GB1038'ON THE NORTH SIDE OF STATE HIGHWAY 92 AND IN THE VILLAGE OF HILL
 GB1038'TOP.  IT IS 29 FEET NORTH OF THE EDGE OF THE BANK, 19 FEET SOUTH OF A
 GB1038'WHITE WITNESS POST AND THE SOUTHEAST CORNER OF A WOODEN SHED,
 GB1038'16 FEET EAST OF AN 18 INCH OAK TREE AND 11 FEET WEST OF A 10 INCH
 GB1038'MAPLE TREE.  THE MARK IS A 6 INCH CAST IRON PIPE THAT PROJECTS 6
 GB1038'INCHES WITH A DISK CEMENTED IN THE TOP STAMPED HILL TOP 1950.
 GB1038'
 GB1038'REFERENCE MARK NO. 1 IS SET AT THE SOUTHEAST CORNER OF THE SHED AND 1
 GB1038'FOOT EAST OF THE WHITE WITNESS POST.  THE MARK IS A 4 INCH CAST
 GB1038'IRON PIPE THAT PROJECTS 2 INCHES WITH A DISK CEMENTED IN THE TOP
 GB1038'STAMPED HILL TOP NO 1 1950.
 GB1038'
 GB1038'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 GB1038'SHED AND 6 FEET NORTH OF THE 18 INCH OAK TREE.  THE MARK IS A 4 INCH
 GB1038'CAST IRON PIPE THAT PROJECTS 6 INCHES WITH A DISK CEMENTED IN THE TOP
 GB1038'STAMPED HILL TOP NO 2 1950.
 GB1038'
 GB1038'AZIMUTH MARK IS 21 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE, 18
 GB1038'FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AND 2.5
 GB1038'FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS SET FLUSH WITH
 GB1038'THE GROUND AND THE DISK IS STAMPED HILL TOP.
 GB1038'
 GB1038'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 GB1038'HIGHWAY 92 IN STEARNS, GO NORTHWEST ON HIGHWAY 92 FOR 3.95 MILES
 GB1038'TO A CEMENT BLOCK BUILDING ON THE LEFT, A HIGH BANK ON THE RIGHT AND
 GB1038'STATION AS DESCRIBED, CONTINUE ON HIGHWAY 92 FOR 0.15 MILE TO A
 GB1038'DIM FORK RIGHT, TURN RIGHT AND GO 0.05 MILE UP HILL TO A RED HOUSE ON
 GB1038'THE LEFT AND AZIMUTH AS DESCRIBED.
 GB1038'
 GB1038'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1038
 GB1038                          STATION RECOVERY (1951)
 GB1038
 GB1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GB1038'AT HILL TOP.
 GB1038'AT HILL TOP, ON THE TOP OF A HILL JUST NORTH AND ACROSS STATE
 GB1038'HIGHWAY 92 FROM 2-STORY CONCRETE BLOCK STORE AND POST OFFICE
 GB1038'BUILDING, 17 FEET EAST OF A 24-INCH OAK TREE, 11 1/2 FEET SOUTHWEST
 GB1038'OF A 12-INCH POPLAR TREE, 17.6 FEET EAST OF R.M. NO. 2, 18.5
 GB1038'FEET SOUTH OF R.M. NO. 1, ABOUT 20 FEET ABOVE LEVEL OF HIGHWAY
 GB1038'AND SET IN THE TOP OF A CONCRETE FILLED 5-INCH IRON PIPE
 GB1038'PROJECTING 4 INCHES.
 GB1038
 GB1038                          STATION RECOVERY (1957)
 GB1038
 GB1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1037 ***********************************************************************
 GB1037  DESIGNATION -  HILL TOP RM 1
 GB1037  PID         -  GB1037
 GB1037  STATE/COUNTY-  KY/MCCREARY
 GB1037  USGS QUAD   -  BARTHELL (1982)
 GB1037
 GB1037                         *CURRENT SURVEY CONTROL
 GB1037  ___________________________________________________________________
 GB1037* NAD 83(1986)-  36 43 19.     (N)    084 32 02.     (W)     SCALED    
 GB1037* NAVD 88     -       381.724  (meters)    1252.37   (feet)  ADJUSTED  
 GB1037  ___________________________________________________________________
 GB1037  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GB1037  DYNAMIC HT  -         381.416 (meters)    1251.36  (feet)  COMP
 GB1037  MODELED GRAV-     979,813.5   (mgal)                       NAVD 88
 GB1037
 GB1037  VERT ORDER  -  SECOND    CLASS 0
 GB1037
 GB1037.The horizontal coordinates were scaled from a topographic map and have
 GB1037.an estimated accuracy of +/- 6 seconds.
 GB1037
 GB1037.The orthometric height was determined by differential leveling
 GB1037.and adjusted by the National Geodetic Survey in June 1991..
 GB1037
 GB1037.The geoid height was determined by GEOID03.
 GB1037
 GB1037.The dynamic height is computed by dividing the NAVD 88
 GB1037.geopotential number by the normal gravity value computed on the
 GB1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1037.degrees latitude (g = 980.6199 gals.).
 GB1037
 GB1037.The modeled gravity was interpolated from observed gravity values.
 GB1037
 GB1037;                    North         East    Units  Estimated Accuracy
 GB1037;SPC KY1Z     - 1,043,840.    1,608,650.      MT  (+/- 180 meters Scaled)
 GB1037
 GB1037                          SUPERSEDED SURVEY CONTROL
 GB1037
 GB1037  NGVD 29 (??/??/92)  381.866  (m)         1252.84   (f) ADJ UNCH    2 0
 GB1037
 GB1037.Superseded values are not recommended for survey control.
 GB1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1037.See file dsdata.txt to determine how the superseded data were derived.
 GB1037
 GB1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF202668(NAD 83)
 GB1037_MARKER: DR = REFERENCE MARK DISK
 GB1037_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GB1037_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GB1037_STAMPING: HILL TOP NO 1 1950 1252.839
 GB1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1037
 GB1037  HISTORY     - Date     Condition        Report By
 GB1037  HISTORY     - 1950     MONUMENTED       CGS
 GB1037  HISTORY     - 1951     GOOD             NGS
 GB1037  HISTORY     - 1957     GOOD             NGS
 GB1037
 GB1037                          STATION DESCRIPTION
 GB1037
 GB1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1037'AT HILL TOP.
 GB1037'AT HILL TOP, ON TOP OF A HILL JUST NORTH AND ACROSS STATE HIGHWAY
 GB1037'92 FROM 2-STORY CONCRETE BLOCK BUILDING (STORE AND POST OFFICE),
 GB1037'18.5 FEET NORTH OF THE STATION MARK, 24.8 FEET NORTHEAST OF
 GB1037'R.M. NO. 2, 1 FOOT SOUTH OF SOUTHEAST CORNER OF A WOODEN SHACK,
 GB1037'ABOUT 20 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 GB1037'CONCRETE FILLED 3 1/2-INCH IRON PIPE PROJECTING 2 INCHES.
 GB1037
 GB1037                          STATION RECOVERY (1957)
 GB1037
 GB1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1036 ***********************************************************************
 GB1036  DESIGNATION -  HILL TOP RM 2
 GB1036  PID         -  GB1036
 GB1036  STATE/COUNTY-  KY/MCCREARY
 GB1036  USGS QUAD   -  BARTHELL (1982)
 GB1036
 GB1036                         *CURRENT SURVEY CONTROL
 GB1036  ___________________________________________________________________
 GB1036* NAD 83(1986)-  36 43 19.     (N)    084 32 02.     (W)     SCALED    
 GB1036* NAVD 88     -       381.776  (meters)    1252.54   (feet)  ADJUSTED  
 GB1036  ___________________________________________________________________
 GB1036  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GB1036  DYNAMIC HT  -         381.469 (meters)    1251.54  (feet)  COMP
 GB1036  MODELED GRAV-     979,813.5   (mgal)                       NAVD 88
 GB1036
 GB1036  VERT ORDER  -  SECOND    CLASS 0
 GB1036
 GB1036.The horizontal coordinates were scaled from a topographic map and have
 GB1036.an estimated accuracy of +/- 6 seconds.
 GB1036
 GB1036.The orthometric height was determined by differential leveling
 GB1036.and adjusted by the National Geodetic Survey in June 1991..
 GB1036
 GB1036.The geoid height was determined by GEOID03.
 GB1036
 GB1036.The dynamic height is computed by dividing the NAVD 88
 GB1036.geopotential number by the normal gravity value computed on the
 GB1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1036.degrees latitude (g = 980.6199 gals.).
 GB1036
 GB1036.The modeled gravity was interpolated from observed gravity values.
 GB1036
 GB1036;                    North         East    Units  Estimated Accuracy
 GB1036;SPC KY1Z     - 1,043,840.    1,608,650.      MT  (+/- 180 meters Scaled)
 GB1036
 GB1036                          SUPERSEDED SURVEY CONTROL
 GB1036
 GB1036  NGVD 29 (??/??/92)  381.919  (m)         1253.01   (f) ADJ UNCH    2 0
 GB1036
 GB1036.Superseded values are not recommended for survey control.
 GB1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1036.See file dsdata.txt to determine how the superseded data were derived.
 GB1036
 GB1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF202668(NAD 83)
 GB1036_MARKER: DB = BENCH MARK DISK
 GB1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1036_STAMPING: HILL TOP NO 2 1950 1253.013
 GB1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1036+STABILITY: SURFACE MOTION
 GB1036
 GB1036  HISTORY     - Date     Condition        Report By
 GB1036  HISTORY     - 1950     MONUMENTED       CGS
 GB1036  HISTORY     - 1951     GOOD             NGS
 GB1036  HISTORY     - 1957     GOOD             NGS
 GB1036
 GB1036                          STATION DESCRIPTION
 GB1036
 GB1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1036'AT HILL TOP.
 GB1036'AT HILL TOP, ON TOP OF A HILL JUST NORTH AND ACROSS STATE
 GB1036'HIGHWAY 92 FROM A 2-STORY CONCRETE BLOCK STORE AND POST OFFICE
 GB1036'BUILDING, 17.6 FEET WEST OF THE STATION MARK, 24.8 FEET
 GB1036'SOUTHWEST OF R.M. NO. 1, 6 FEET NORTH OF A 24-INCH OAK TREE,
 GB1036'63 FEET SOUTH OF THE CENTER OF A WELL, ABOUT 20 FEET ABOVE LEVEL
 GB1036'OF HIGHWAY AND SET IN THE TOP OF A CONCRETE FILLED 3 1/2-INCH
 GB1036'IRON PIPE PROJECTING 5 INCHES.
 GB1036
 GB1036                          STATION RECOVERY (1957)
 GB1036
 GB1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2501 ***********************************************************************
 HZ2501  DESIGNATION -  HILLARD
 HZ2501  PID         -  HZ2501
 HZ2501  STATE/COUNTY-  KY/FRANKLIN
 HZ2501  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ2501
 HZ2501                         *CURRENT SURVEY CONTROL
 HZ2501  ___________________________________________________________________
 HZ2501* NAD 83(1993)-  38 07 56.36613(N)    084 53 05.72516(W)     ADJUSTED  
 HZ2501* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 HZ2501  ___________________________________________________________________
 HZ2501  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 HZ2501  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ2501
 HZ2501  HORZ ORDER  -  SECOND
 HZ2501
 HZ2501.The horizontal coordinates were established by classical geodetic methods
 HZ2501.and adjusted by the National Geodetic Survey in December 1995..
 HZ2501
 HZ2501.The orthometric height was scaled from a topographic map.
 HZ2501
 HZ2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2501
 HZ2501.The geoid height was determined by GEOID03.
 HZ2501
 HZ2501;                    North         East     Units Scale Factor Converg.
 HZ2501;SPC KY1Z     - 1,200,008.766 1,575,837.511   MT  0.99991488   +0 31 52.0
 HZ2501;SPC KY1Z     - 3,937,028.76  5,170,060.23   sFT  0.99991488   +0 31 52.0
 HZ2501;SPC KY N     -    70,377.583   444,335.053   MT  0.99997907   -0 23 41.9
 HZ2501;SPC KY N     -   230,897.12  1,457,789.25   sFT  0.99997907   -0 23 41.9
 HZ2501;UTM  16      - 4,222,610.076   685,373.982   MT  1.00002323   +1 18 23.0
 HZ2501
 HZ2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2501!SPC KY1Z     -   0.99996340  x   0.99991488  =   0.99987829
 HZ2501!SPC KY N     -   0.99996340  x   0.99997907  =   0.99994247
 HZ2501!UTM  16      -   0.99996340  x   1.00002323  =   0.99998663
 HZ2501
 HZ2501|---------------------------------------------------------------------|
 HZ2501| PID    Reference Object                     Distance      Geod. Az  |
 HZ2501|                                                           dddmmss.s |
 HZ2501| DC2159 HILLARD RM 1                         19.032 METERS 02101     |
 HZ2501| DC2158 HILLARD AZ MK                                      1973606.9 |
 HZ2501| DC2160 HILLARD RM 2                         27.517 METERS 26104     |
 HZ2501|---------------------------------------------------------------------|
 HZ2501
 HZ2501                          SUPERSEDED SURVEY CONTROL
 HZ2501
 HZ2501  NAD 83(1986)-  38 07 56.37009(N)    084 53 05.73271(W) AD(       ) 2
 HZ2501  NAD 27      -  38 07 56.10300(N)    084 53 05.91000(W) AD(       ) 2
 HZ2501
 HZ2501.Superseded values are not recommended for survey control.
 HZ2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2501.See file dsdata.txt to determine how the superseded data were derived.
 HZ2501
 HZ2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8537422610(NAD 83)
 HZ2501_MARKER: DS = TRIANGULATION STATION DISK
 HZ2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2501_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2501
 HZ2501  HISTORY     - Date     Condition        Report By
 HZ2501  HISTORY     - 1935     MONUMENTED       CGS
 HZ2501  HISTORY     - 1950     GOOD             CGS
 HZ2501  HISTORY     - 1963     GOOD             CGS
 HZ2501
 HZ2501                          STATION DESCRIPTION
 HZ2501
 HZ2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2501'STATION IS LOCATED ON THE PROPERTY OF JERRY HLLARD, ABOUT 4.75 MILES
 HZ2501'S OF FRANKFORT AND 5-1/2 MILES W OF MILLVILLE.  IT IS A LITTLE BELOW
 HZ2501'THE HIGHEST PART OF THE KNOLL AND ABOUT 11 FEET W OF THE FENCE LINE
 HZ2501'AND HEDGE ROW ACROSS THE KNOLL.  THE MARK IS SET FLUSH WITH THE
 HZ2501'GROUND SURFACE.
 HZ2501'
 HZ2501'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2501'DISKS SET IN CONCRETE.
 HZ2501'
 HZ2501'REFERENCE MARK NO.1 IS N OF THE STATION IN THE HEDGE ROW.
 HZ2501'
 HZ2501'REFERENCE MARK NO.2 IS W OF THE STATION ON THE HIGHEST PART OF THE
 HZ2501'KNOLL.
 HZ2501'
 HZ2501'AZIMUTH MARK IS S OF THE STATION, 37 FEET N OF A NE SW FENCE LINE,
 HZ2501'AND 45 FEET SW OF THE CENTER LINE OF THE ROAD LEADING TO THE STATION.
 HZ2501'
 HZ2501'TO REACH THE STATION FROM FRANKFORT--FOLLOW HIGHWAY 35 FOR 3.5 MILES
 HZ2501'S FROM ITS JUNCTION WITH HIGHWAY 60 TO GRAVEL FORKS TO THE LEFT.
 HZ2501'TAKE MIDDLE LEFT FORK AND GO 2.15 MILES TO T ROAD TO THE RIGHT.
 HZ2501'TURN RIGHT AND GO 0.55 MILE AND TURN SHARP RIGHT ONTO GRAVEL LANE.
 HZ2501'GO 0.15 MILE AND TAKE LEFT FORK.  CONTINUE 0.15 MILE AND TURN RIGHT.
 HZ2501'GO 0.2 MILE, PASS THRU GATE AND BEAR LEFT TO JERRY HILLARDS HOUSE.
 HZ2501'THE STATION IS ABOUT 300 YARDS NE OF HILLARDS HOUSE.
 HZ2501'
 HZ2501'A 77 FOOT TOWER WILL CLEAR ALL LINES.
 HZ2501'
 HZ2501'NO NATURAL OBJECTS OBSERVED ON ACCOUNT OF DARKNESS.
 HZ2501
 HZ2501                          STATION RECOVERY (1950)
 HZ2501
 HZ2501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 HZ2501'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 HZ2501'DESCRIPTION ADEQUATE FOR RECOVERY.
 HZ2501
 HZ2501                          STATION RECOVERY (1963)
 HZ2501
 HZ2501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ2501'STATION FOUND IN GOOD CONDITION.  LOCATED 244 FEET S OF E W FENCE
 HZ2501'LINE AND 11 FEET W OF NE SW FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2420 ***********************************************************************
 HY2420  DESIGNATION -  HILLSBORO
 HY2420  PID         -  HY2420
 HY2420  STATE/COUNTY-  KY/FLEMING
 HY2420  USGS QUAD   -  HILLSBORO (1978)
 HY2420
 HY2420                         *CURRENT SURVEY CONTROL
 HY2420  ___________________________________________________________________
 HY2420* NAD 83(1993)-  38 17 33.02803(N)    083 41 05.63555(W)     ADJUSTED  
 HY2420* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 HY2420  ___________________________________________________________________
 HY2420  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 HY2420  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY2420
 HY2420  HORZ ORDER  -  THIRD
 HY2420
 HY2420.The horizontal coordinates were established by classical geodetic methods
 HY2420.and adjusted by the National Geodetic Survey in December 1995..
 HY2420
 HY2420.The orthometric height was scaled from a topographic map.
 HY2420
 HY2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2420
 HY2420.The geoid height was determined by GEOID03.
 HY2420
 HY2420;                    North         East     Units Scale Factor Converg.
 HY2420;SPC KY1Z     - 1,219,435.055 1,680,632.935   MT  0.99993125   +1 16 04.4
 HY2420;SPC KY1Z     - 4,000,763.18  5,513,876.55   sFT  0.99993125   +1 16 04.4
 HY2420;SPC KY N     -    88,117.366   549,434.480   MT  0.99996671   +0 21 05.5
 HY2420;SPC KY N     -   289,098.39  1,802,602.96   sFT  0.99996671   +0 21 05.5
 HY2420;UTM  17      - 4,241,680.781   265,192.318   MT  1.00027906   -1 39 52.3
 HY2420
 HY2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2420!SPC KY1Z     -   0.99996173  x   0.99993125  =   0.99989298
 HY2420!SPC KY N     -   0.99996173  x   0.99996671  =   0.99992844
 HY2420!UTM  17      -   0.99996173  x   1.00027906  =   1.00024078
 HY2420
 HY2420|---------------------------------------------------------------------|
 HY2420| PID    Reference Object                     Distance      Geod. Az  |
 HY2420|                                                           dddmmss.s |
 HY2420| DC2162 HILLSBORO RM 1                        7.580 METERS 02704     |
 HY2420| DC2163 HILLSBORO RM 2                       11.073 METERS 11528     |
 HY2420| DC2161 HILLSBORO AZ MK                                    2080047.3 |
 HY2420| HY2459 GREG                                APPROX. 8.3 KM 2923732.8 |
 HY2420|---------------------------------------------------------------------|
 HY2420
 HY2420                          SUPERSEDED SURVEY CONTROL
 HY2420
 HY2420  NAD 83(1986)-  38 17 33.03463(N)    083 41 05.64272(W) AD(       ) 3
 HY2420  NAD 27      -  38 17 32.75300(N)    083 41 05.94500(W) AD(       ) 3
 HY2420
 HY2420.Superseded values are not recommended for survey control.
 HY2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2420.See file dsdata.txt to determine how the superseded data were derived.
 HY2420
 HY2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6519241681(NAD 83)
 HY2420_MARKER: DS = TRIANGULATION STATION DISK
 HY2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2420
 HY2420  HISTORY     - Date     Condition        Report By
 HY2420  HISTORY     - 1954     MONUMENTED       CGS
 HY2420
 HY2420                          STATION DESCRIPTION
 HY2420
 HY2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2420'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF FLEMINGSBURG, ABOUT
 HY2420'1.5 MILES WEST OF HILLSBORO AND ON THE RIGHT-OF-WAY OF A COUNTY
 HY2420'ROAD.  IT IS 19 FEET NORTH OF A POWER LINE POLE AND FENCE CORNER, 17
 HY2420'FEET WEST OF THE CENTER OF THE ROAD, 6 FEET NORTHEAST OF A WHITE
 HY2420'WITNESS POST AND 2 FEET EAST OF A FENCE.  THE MARK PROJECTS 3
 HY2420'INCHES AND THE DISK IS STAMPED HILLSBORO 1954.
 HY2420'
 HY2420'REFERENCE MARK NO.1 IS 31 FEET NORTH OF A WHITE WITNESS POST, 19 FEET
 HY2420'WEST OF THE CENTER OF THE ROAD AND 1 FOOT EAST OF A FENCE.  THE MARK
 HY2420'IS FLUSH AND THE DISK IS STAMPED HILLSBORO NO 1 1954.
 HY2420'
 HY2420'REFERENCE MARK NO.2 IS 41 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 HY2420'BARN, 19 FEET EAST OF THE CENTER OF THE ROAD AND 1 FOOT WEST OF A
 HY2420'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HILLSBORO NO 2
 HY2420'1954.
 HY2420'
 HY2420'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTER OF THE ROAD, 2 FEET
 HY2420'NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE AND
 HY2420'POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HILLSBORO
 HY2420'1954.
 HY2420'
 HY2420'TO REACH THE STATION FROM THE POST OFFICE IN FLEMINGSBURG, GO
 HY2420'SOUTHEAST ON STATE HIGHWAY 32 FOR 3.15 MILES TO THE JUNCTION WITH
 HY2420'STATE HIGHWAY 111, TURN RIGHT ON HIGHWAY 111 FOR 7.4 MILES TO THE
 HY2420'CROSSROAD IN HILLSBORO, TURN RIGHT AND GO 1.5 MILES TO THE STATION ON
 HY2420'THE RIGHT AS DESCRIBED.  CONTINUE AHEAD FOR 0.15 MILE TO THE AZIMUTH
 HY2420'MARK ON THE LEFT.
 HY2420'
 HY2420'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2458 ***********************************************************************
 HY2458  DESIGNATION -  HILLTOP
 HY2458  PID         -  HY2458
 HY2458  STATE/COUNTY-  KY/FLEMING
 HY2458  USGS QUAD   -  SHERBURNE (1975)
 HY2458
 HY2458                         *CURRENT SURVEY CONTROL
 HY2458  ___________________________________________________________________
 HY2458* NAD 83(1993)-  38 21 26.51757(N)    083 49 55.84704(W)     ADJUSTED  
 HY2458* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 HY2458  ___________________________________________________________________
 HY2458  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 HY2458  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HY2458
 HY2458  HORZ ORDER  -  THIRD
 HY2458
 HY2458.The horizontal coordinates were established by classical geodetic methods
 HY2458.and adjusted by the National Geodetic Survey in December 1995..
 HY2458
 HY2458.The orthometric height was scaled from a topographic map.
 HY2458
 HY2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2458
 HY2458.The geoid height was determined by GEOID03.
 HY2458
 HY2458;                    North         East     Units Scale Factor Converg.
 HY2458;SPC KY1Z     - 1,226,357.591 1,667,604.324   MT  0.99994010   +1 10 38.9
 HY2458;SPC KY1Z     - 4,023,474.86  5,471,131.85   sFT  0.99994010   +1 10 38.9
 HY2458;SPC KY N     -    95,247.726   536,517.937   MT  0.99996391   +0 15 35.7
 HY2458;SPC KY N     -   312,491.91  1,760,225.93   sFT  0.99996391   +0 15 35.7
 HY2458;UTM  17      - 4,249,264.037   252,530.318   MT  1.00035427   -1 45 30.4
 HY2458
 HY2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2458!SPC KY1Z     -   0.99996008  x   0.99994010  =   0.99990018
 HY2458!SPC KY N     -   0.99996008  x   0.99996391  =   0.99992399
 HY2458!UTM  17      -   0.99996008  x   1.00035427  =   1.00031433
 HY2458
 HY2458|---------------------------------------------------------------------|
 HY2458| PID    Reference Object                     Distance      Geod. Az  |
 HY2458|                                                           dddmmss.s |
 HY2458| DC2165 HILLTOP RM 1                          7.809 METERS 02850     |
 HY2458| HY2423 FLEMINGSBURG MUNICIPAL TANK         APPROX.10.7 KM 0481209.4 |
 HY2458| DC2166 HILLTOP RM 2                         15.389 METERS 16645     |
 HY2458| DC2164 HILLTOP AZ MK                                      3013153.3 |
 HY2458|---------------------------------------------------------------------|
 HY2458
 HY2458                          SUPERSEDED SURVEY CONTROL
 HY2458
 HY2458  NAD 83(1986)-  38 21 26.52411(N)    083 49 55.85462(W) AD(       ) 3
 HY2458  NAD 27      -  38 21 26.24300(N)    083 49 56.13900(W) AD(       ) 3
 HY2458
 HY2458.Superseded values are not recommended for survey control.
 HY2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2458.See file dsdata.txt to determine how the superseded data were derived.
 HY2458
 HY2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5253049264(NAD 83)
 HY2458_MARKER: DS = TRIANGULATION STATION DISK
 HY2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2458
 HY2458  HISTORY     - Date     Condition        Report By
 HY2458  HISTORY     - 1954     MONUMENTED       CGS
 HY2458
 HY2458                          STATION DESCRIPTION
 HY2458
 HY2458'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2458'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF FLEMINGSBURG, ABOUT
 HY2458'4 MILE SOUTH OF ELIZAVILLE AND ON PROPERTY OWNED BY SAM MORAN.  IT
 HY2458'IS 65 FEET WEST OF THE SOUTHWEST CORNER OF THE FARM HOUSE, 191 FEET
 HY2458'SOUTH OF THE CENTER OF STATE HIGHWAY 57 AND 6 FEET SOUTHEAST OF A
 HY2458'WHITE WITNESS POST AND A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HY2458'STAMPED HILLTOP 1954.
 HY2458'
 HY2458'REFERENCE MARK NO.1 IS 165 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 HY2458'76 FEET WEST OF THE NORTHWEST CORNER OF THE FARM HOUSE AND 7 FEET
 HY2458'WEST OF THE CENTER OF THE DRIVEWAY.  THE MARK IS FLUSH AND THE DISK
 HY2458'IS STAMPED HILLTOP NO 1 1954.
 HY2458'
 HY2458'REFERENCE MARK NO.2 IS 35 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 HY2458'THE FARM HOUSE AND AT A FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 HY2458'IS STAMPED HILLTOP NO 2 1954.
 HY2458'
 HY2458'THE AZIMUTH MARK IS 34 FEET EAST OF THE SOUTHEAST CORNER OF A BARN,
 HY2458'18 FEET NORTH OF THE CENTER OF STATE HIGHWAY 57, 4 FEET EAST OF A
 HY2458'WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH
 HY2458'AND THE DISK IS STAMPED HILLTOP 1954.
 HY2458'
 HY2458'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 170
 HY2458'IN ELIZAVILLE, GO SOUTH ON HIGHWAY 170 FOR 4.35 MILES TO THE JUNCTION
 HY2458'WITH STATE HIGHWAY 57, TURN LEFT, ON HIGHWAY 57, AND GO 0.25 MILES TO
 HY2458'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.2 MILE TO THE
 HY2458'RESIDENCE OF SAM MORAN AND STATION AS DESCRIBED.
 HY2458'
 HY2458'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0245 ***********************************************************************
 HZ0245  DESIGNATION -  HINTON
 HZ0245  PID         -  HZ0245
 HZ0245  STATE/COUNTY-  KY/SCOTT
 HZ0245  USGS QUAD   -  SADIEVILLE (1978)
 HZ0245
 HZ0245                         *CURRENT SURVEY CONTROL
 HZ0245  ___________________________________________________________________
 HZ0245* NAD 83(1993)-  38 27 26.42395(N)    084 31 55.72983(W)     ADJUSTED  
 HZ0245* NAVD 88     -       306.027  (meters)    1004.02   (feet)  ADJUSTED  
 HZ0245  ___________________________________________________________________
 HZ0245  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 HZ0245  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0245  DYNAMIC HT  -         305.811 (meters)    1003.31  (feet)  COMP
 HZ0245  MODELED GRAV-     979,914.7   (mgal)                       NAVD 88
 HZ0245
 HZ0245  HORZ ORDER  -  SECOND
 HZ0245  VERT ORDER  -  FIRST     CLASS II
 HZ0245
 HZ0245.The horizontal coordinates were established by classical geodetic methods
 HZ0245.and adjusted by the National Geodetic Survey in December 1995..
 HZ0245
 HZ0245.The orthometric height was determined by differential leveling
 HZ0245.and adjusted by the National Geodetic Survey in June 1991..
 HZ0245
 HZ0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0245
 HZ0245.The geoid height was determined by GEOID03.
 HZ0245
 HZ0245.The dynamic height is computed by dividing the NAVD 88
 HZ0245.geopotential number by the normal gravity value computed on the
 HZ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0245.degrees latitude (g = 980.6199 gals.).
 HZ0245
 HZ0245.The modeled gravity was interpolated from observed gravity values.
 HZ0245
 HZ0245;                    North         East     Units Scale Factor Converg.
 HZ0245;SPC KY1Z     - 1,236,425.862 1,606,291.634   MT  0.99995626   +0 44 51.8
 HZ0245;SPC KY1Z     - 4,056,507.18  5,269,975.14   sFT  0.99995626   +0 44 51.8
 HZ0245;SPC KY N     -   106,299.736   475,373.984   MT  0.99996209   -0 10 31.9
 HZ0245;SPC KY N     -   348,751.72  1,559,622.81   sFT  0.99996209   -0 10 31.9
 HZ0245;UTM  16      - 4,259,444.996   715,333.608   MT  1.00017106   +1 32 07.5
 HZ0245
 HZ0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0245!SPC KY1Z     -   0.99995732  x   0.99995626  =   0.99991358
 HZ0245!SPC KY N     -   0.99995732  x   0.99996209  =   0.99991941
 HZ0245!UTM  16      -   0.99995732  x   1.00017106  =   1.00012837
 HZ0245
 HZ0245|---------------------------------------------------------------------|
 HZ0245| PID    Reference Object                     Distance      Geod. Az  |
 HZ0245|                                                           dddmmss.s |
 HZ0245| HZ0244 HINTON RM 1                          30.925 METERS 00410     |
 HZ0245| DC2167 HINTON AZ MK                                       1531326.1 |
 HZ0245| HZ0246 HINTON RM 2                          28.054 METERS 18101     |
 HZ0245| HZ2447 CORINTH BAPTIST CHURCH SPIRE        APPROX. 4.7 KM 3274352.3 |
 HZ0245|---------------------------------------------------------------------|
 HZ0245
 HZ0245                          SUPERSEDED SURVEY CONTROL
 HZ0245
 HZ0245  NAD 83(1986)-  38 27 26.42874(N)    084 31 55.73905(W) AD(       ) 2
 HZ0245  NAD 27      -  38 27 26.17200(N)    084 31 55.94500(W) AD(       ) 2
 HZ0245  NGVD 29 (??/??/92)  306.196  (m)         1004.58   (f) ADJ UNCH    1 2
 HZ0245
 HZ0245.Superseded values are not recommended for survey control.
 HZ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0245.See file dsdata.txt to determine how the superseded data were derived.
 HZ0245
 HZ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1533459445(NAD 83)
 HZ0245_MARKER: DS = TRIANGULATION STATION DISK
 HZ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0245_STAMPING: HINTON 1949
 HZ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0245+STABILITY: SURFACE MOTION
 HZ0245
 HZ0245  HISTORY     - Date     Condition        Report By
 HZ0245  HISTORY     - 1949     MONUMENTED       CGS
 HZ0245  HISTORY     - 1949     GOOD             CGS
 HZ0245  HISTORY     - 1963     GOOD             CGS
 HZ0245  HISTORY     - 19970605 GOOD             WOOLPT
 HZ0245
 HZ0245                          STATION DESCRIPTION
 HZ0245
 HZ0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ0245'STATION IS LOCATED ABOUT 12 MILES SOUTH OF WILLIAMSTOWN AND 4 MILES
 HZ0245'SOUTHEAST OF CORINTH AND 0.1 MILE NORTH OF THE RAILROAD DEPOT IN
 HZ0245'HINTON, ON THE PROPERTY OF GEORGE DIXON.  IT IS 49 FEET SOUTH OF THE
 HZ0245'SOUTH SIDE OF A BARN, 10 FEET SOUTHEAST OF A FENCE LINE AND 10 FEET
 HZ0245'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE
 HZ0245'GROUND AND THE DISK IS STAMPED HINTON 1949.
 HZ0245'
 HZ0245'REFERENCE MARK NO.1 IS 26 FEET EAST OF THE NORTHEAST CORNER OF BARN
 HZ0245'AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES
 HZ0245'AND THE DISK IS STAMPED HINTON NO 1 1949.
 HZ0245'
 HZ0245'REFERENCE MARK NO.2 IS 1 FOOT EAST OF A FENCE LINE.  THE MARK
 HZ0245'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED HINTON NO 2 1949.
 HZ0245'
 HZ0245'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTH OF STATION, 93 FEET WEST
 HZ0245'OF CENTER OF A PAVED ROAD, 78 FEET WEST OF A FENCE LINE AND 1 FOOT
 HZ0245'NORTHWEST OF A WHITE WITNESS POST, IN A SMALL GROVE OF LOCUST TREES.
 HZ0245'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMEPD HINTON
 HZ0245'1949.
 HZ0245'
 HZ0245'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 HZ0245'HIGHWAY 330 IN CORINTH, GO SOUTH ON HIGHWAY 25 FOR 3.7 MILES TO A
 HZ0245'PAVED T ROAD LEFT, TURN LEFT AND GO WEST AND SOUTH FOR 0.1 MILE TO A
 HZ0245'FORK IN ROAD, TURN LEFT ON PAVED ROAD AND GO SOUTH AND WEST FOR 2.3
 HZ0245'MILES TO THE RAILROAD DEPOT IN HINTON.  TURN LEFT ALONG THE WEST
 HZ0245'SIDE OF DEPOT AND GO NORTH FOR 0.1 MILE TO A FARM GATE ON LEFT, GO
 HZ0245'THROUGH GATE TO THE TOP OF SMALL KNOLL AND STATION NEAR BARN AS
 HZ0245'DESCRIBED.
 HZ0245'
 HZ0245'TO REACH AZIMUTH MARK FROM THE STATION, RETURN TO ROAD, TURN RIGHT
 HZ0245'AND GO 0.1 MILE TO THE DEPOT, CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.6
 HZ0245'MILE TO THE AZIMUTH MARK ON RIGHT OF PAVED ROAD AS DESCRIBED.
 HZ0245'
 HZ0245'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ0245
 HZ0245                          STATION RECOVERY (1949)
 HZ0245
 HZ0245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HZ0245'AT HINTON.
 HZ0245'AT HINTON, ABOUT 0.1 MILE NORTHWEST ALONG A ROAD PARALLELING
 HZ0245'THE SOUTHERN RAILWAY FROM THE STATION, THENCE ABOUT 0.1 MILE
 HZ0245'SOUTHWEST ALONG A DRIVE TO BARN LOT ON PROPERTY OF GEORGE DIXON,
 HZ0245'AT THE TOP OF A HILL, NEAR THE SCOTT-HARRISON COUNTY LINE,
 HZ0245'49.5 FEET SOUTH OF THE EAST CORNER OF A FLAT ROOF BARN, 101.5
 HZ0245'FEET SOUTH OF RM NO. 1, 92 FEET NORTH OF RM NO. 2, 17.8 FEET
 HZ0245'SOUTHEAST OF A FENCE CORNER, 20 FEET SOUTH OF THE CENTER OF A
 HZ0245'BARN LOT GATE, 8.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 HZ0245'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 HZ0245
 HZ0245                          STATION RECOVERY (1963)
 HZ0245
 HZ0245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ0245'LOCATED STATION AND R.M.
 HZ0245
 HZ0245                          STATION RECOVERY (1997)
 HZ0245
 HZ0245'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997
 HZ0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0244 ***********************************************************************
 HZ0244  DESIGNATION -  HINTON RM 1
 HZ0244  PID         -  HZ0244
 HZ0244  STATE/COUNTY-  KY/SCOTT
 HZ0244  USGS QUAD   -  SADIEVILLE (1978)
 HZ0244
 HZ0244                         *CURRENT SURVEY CONTROL
 HZ0244  ___________________________________________________________________
 HZ0244* NAD 83(1986)-  38 27 26.     (N)    084 31 55.     (W)     SCALED    
 HZ0244* NAVD 88     -       305.528  (meters)    1002.39   (feet)  ADJUSTED  
 HZ0244  ___________________________________________________________________
 HZ0244  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0244  DYNAMIC HT  -         305.312 (meters)    1001.68  (feet)  COMP
 HZ0244  MODELED GRAV-     979,914.7   (mgal)                       NAVD 88
 HZ0244
 HZ0244  VERT ORDER  -  FIRST     CLASS II
 HZ0244
 HZ0244.The horizontal coordinates were scaled from a topographic map and have
 HZ0244.an estimated accuracy of +/- 6 seconds.
 HZ0244
 HZ0244.The orthometric height was determined by differential leveling
 HZ0244.and adjusted by the National Geodetic Survey in June 1991..
 HZ0244
 HZ0244.The geoid height was determined by GEOID03.
 HZ0244
 HZ0244.The dynamic height is computed by dividing the NAVD 88
 HZ0244.geopotential number by the normal gravity value computed on the
 HZ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0244.degrees latitude (g = 980.6199 gals.).
 HZ0244
 HZ0244.The modeled gravity was interpolated from observed gravity values.
 HZ0244
 HZ0244;                    North         East    Units  Estimated Accuracy
 HZ0244;SPC KY1Z     - 1,236,410.    1,606,310.      MT  (+/- 180 meters Scaled)
 HZ0244
 HZ0244                          SUPERSEDED SURVEY CONTROL
 HZ0244
 HZ0244  NGVD 29 (??/??/92)  305.697  (m)         1002.94   (f) ADJ UNCH    1 2
 HZ0244
 HZ0244.Superseded values are not recommended for survey control.
 HZ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0244.See file dsdata.txt to determine how the superseded data were derived.
 HZ0244
 HZ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH153594(NAD 83)
 HZ0244_MARKER: DR = REFERENCE MARK DISK
 HZ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0244_STAMPING: HINTON NO 1 1949
 HZ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0244+STABILITY: SURFACE MOTION
 HZ0244
 HZ0244  HISTORY     - Date     Condition        Report By
 HZ0244  HISTORY     - 1949     MONUMENTED       CGS
 HZ0244
 HZ0244                          STATION DESCRIPTION
 HZ0244
 HZ0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0244'AT HINTON.
 HZ0244'AT HINTON, ABOUT 0.1 MILE NORTHWEST ALONG A ROAD PARALLELING
 HZ0244'THE SOUTHERN RAILWAY FROM THE STATION, THENCE ABOUT 0.1 MILE
 HZ0244'SOUTHWEST ALONG A DRIVE TO BARN LOT ON PROPERTY OF GEORGE DIXON,
 HZ0244'AT THE TOP OF A HILL, NEAR THE SCOTT-HARRISON COUNTY LINE,
 HZ0244'27.8 FEET NORTHEAST OF THE NORTH CORNER OF A FLAT ROOF BARN,
 HZ0244'1 FOOT SOUTHWEST OF A FENCE LINE, 101.5 FEET NORTH OF THE STATION
 HZ0244'MARK, 194 FEET NORTH OF RM NO. 2, 13 FEET EAST OF THE SOUTH CORNER
 HZ0244'OF A SMALL CHICKEN HOUSE, AND SET IN THE TOP OF A CONCRETE POST
 HZ0244'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0246 ***********************************************************************
 HZ0246  DESIGNATION -  HINTON RM 2
 HZ0246  PID         -  HZ0246
 HZ0246  STATE/COUNTY-  KY/SCOTT
 HZ0246  USGS QUAD   -  SADIEVILLE (1978)
 HZ0246
 HZ0246                         *CURRENT SURVEY CONTROL
 HZ0246  ___________________________________________________________________
 HZ0246* NAD 83(1986)-  38 27 26.     (N)    084 31 55.     (W)     SCALED    
 HZ0246* NAVD 88     -       304.707  (meters)     999.69   (feet)  ADJUSTED  
 HZ0246  ___________________________________________________________________
 HZ0246  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0246  DYNAMIC HT  -         304.492 (meters)     998.99  (feet)  COMP
 HZ0246  MODELED GRAV-     979,914.7   (mgal)                       NAVD 88
 HZ0246
 HZ0246  VERT ORDER  -  FIRST     CLASS II
 HZ0246
 HZ0246.The horizontal coordinates were scaled from a topographic map and have
 HZ0246.an estimated accuracy of +/- 6 seconds.
 HZ0246
 HZ0246.The orthometric height was determined by differential leveling
 HZ0246.and adjusted by the National Geodetic Survey in June 1991..
 HZ0246
 HZ0246.The geoid height was determined by GEOID03.
 HZ0246
 HZ0246.The dynamic height is computed by dividing the NAVD 88
 HZ0246.geopotential number by the normal gravity value computed on the
 HZ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0246.degrees latitude (g = 980.6199 gals.).
 HZ0246
 HZ0246.The modeled gravity was interpolated from observed gravity values.
 HZ0246
 HZ0246;                    North         East    Units  Estimated Accuracy
 HZ0246;SPC KY1Z     - 1,236,410.    1,606,310.      MT  (+/- 180 meters Scaled)
 HZ0246
 HZ0246                          SUPERSEDED SURVEY CONTROL
 HZ0246
 HZ0246  NGVD 29 (??/??/92)  304.876  (m)         1000.25   (f) ADJ UNCH    1 2
 HZ0246
 HZ0246.Superseded values are not recommended for survey control.
 HZ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0246.See file dsdata.txt to determine how the superseded data were derived.
 HZ0246
 HZ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH153594(NAD 83)
 HZ0246_MARKER: DR = REFERENCE MARK DISK
 HZ0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0246_STAMPING: HINTON NO 2 1949
 HZ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0246+STABILITY: SURFACE MOTION
 HZ0246
 HZ0246  HISTORY     - Date     Condition        Report By
 HZ0246  HISTORY     - 1949     MONUMENTED       CGS
 HZ0246
 HZ0246                          STATION DESCRIPTION
 HZ0246
 HZ0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0246'AT HINTON.
 HZ0246'AT HINTON, ABOUT 0.1 MILE NORTHWEST ALONG A ROAD PARALLELING
 HZ0246'THE SOUTHERN RAILWAY FROM THE STATION, THENCE ABOUT 0.1 MILE
 HZ0246'SOUTHWEST ALONG A DRIVE TO BARN LOT ON PROPERTY OF GEORGE DIXON,
 HZ0246'AT THE TOP OF A HILL, NEAR THE SCOTT-HARRISON COUNTY LINE,
 HZ0246'194 FEET SOUTH OF RM NO. 1, 142 FEET SOUTH OF THE EAST CORNER OF
 HZ0246'A FLAT ROOF BARN, 92 FEET SOUTH OF THE STATION, 1 FOOT EAST OF
 HZ0246'A FENCE LINE OF A CATTLE LANE, AND SET IN THE TOP OF A CONCRETE
 HZ0246'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3302 ***********************************************************************
 GY3302  DESIGNATION -  HIROC
 GY3302  PID         -  GY3302
 GY3302  STATE/COUNTY-  KY/OWSLEY
 GY3302  USGS QUAD   -  BOONEVILLE (1978)
 GY3302
 GY3302                         *CURRENT SURVEY CONTROL
 GY3302  ___________________________________________________________________
 GY3302* NAD 83(1993)-  37 24 46.85956(N)    083 39 07.11402(W)     ADJUSTED  
 GY3302* NAVD 88     -       429.     (meters)    1407.     (feet)  SCALED    
 GY3302  ___________________________________________________________________
 GY3302  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 GY3302  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GY3302
 GY3302  HORZ ORDER  -  SECOND
 GY3302
 GY3302.The horizontal coordinates were established by classical geodetic methods
 GY3302.and adjusted by the National Geodetic Survey in December 1995..
 GY3302
 GY3302.The orthometric height was scaled from a topographic map.
 GY3302
 GY3302.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3302
 GY3302.The geoid height was determined by GEOID03.
 GY3302
 GY3302;                    North         East     Units Scale Factor Converg.
 GY3302;SPC KY1Z     - 1,121,914.286 1,685,706.417   MT  0.99993744   +1 17 17.2
 GY3302;SPC KY1Z     - 3,680,813.79  5,530,521.80   sFT  0.99993744   +1 17 17.2
 GY3302;SPC KY S     -   621,879.315   685,708.450   MT  0.99994635   +1 16 20.5
 GY3302;SPC KY S     - 2,040,282.39  2,249,695.14   sFT  0.99994635   +1 16 20.5
 GY3302;UTM  17      - 4,143,992.633   265,297.854   MT  1.00027859   -1 36 43.1
 GY3302
 GY3302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3302!SPC KY1Z     -   0.99993766  x   0.99993744  =   0.99987510
 GY3302!SPC KY S     -   0.99993766  x   0.99994635  =   0.99988401
 GY3302!UTM  17      -   0.99993766  x   1.00027859  =   1.00021623
 GY3302
 GY3302|---------------------------------------------------------------------|
 GY3302| PID    Reference Object                     Distance      Geod. Az  |
 GY3302|                                                           dddmmss.s |
 GY3302| DC2169 HIROC RM 1                            9.023 METERS 04125     |
 GY3302| DC2168 HIROC AZ MK                                        0685951.0 |
 GY3302| DC2170 HIROC RM 2                            4.822 METERS 17829     |
 GY3302|---------------------------------------------------------------------|
 GY3302
 GY3302                          SUPERSEDED SURVEY CONTROL
 GY3302
 GY3302  NAD 83(1986)-  37 24 46.86638(N)    083 39 07.11946(W) AD(       ) 2
 GY3302  NAD 27      -  37 24 46.54700(N)    083 39 07.43000(W) AD(       ) 2
 GY3302
 GY3302.Superseded values are not recommended for survey control.
 GY3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3302.See file dsdata.txt to determine how the superseded data were derived.
 GY3302
 GY3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB6529843993(NAD 83)
 GY3302_MARKER: DS = TRIANGULATION STATION DISK
 GY3302_SETTING: 80 = SET IN A BOULDER
 GY3302_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GY3302
 GY3302  HISTORY     - Date     Condition        Report By
 GY3302  HISTORY     - 1950     MONUMENTED       CGS
 GY3302  HISTORY     - 19631029 GOOD             CGS
 GY3302
 GY3302                          STATION DESCRIPTION
 GY3302
 GY3302'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3302'STATION IS LOCATED ABOUT 4 MILES SOUTH OF BOONEVILLE ON TOP OF A HILL
 GY3302'KNOWN LOCALLY AS HIGH ROCK.  IT IS LOCATED ON THE NORTH SIDE OF A
 GY3302'LARGE ROCK WHICH PROJECTS ABOUT 5 FEET ABOVE GROUND LEVEL.  THE DISK
 GY3302'IS SET FLUSH AND IS STAMPED HIROC 1950.
 GY3302'
 GY3302'REFERENCE MARK NO. 1 IS SET FLUSH IN A BOULDER ABOUT 5 FEET LOWER IN
 GY3302'ELEVATION, THE DISK IS SET FLUSH AND IS STAMPED HIROC NO 1 1950.
 GY3302'
 GY3302'REFERENCE MARK NO. 2 IS SET FLUSH ON THE SOUTHEAST EDGE OF LARGE
 GY3302'BOULDER, THE DISK IS SET FLUSH AND IS STAMPED HIROC NO 2 1950.
 GY3302'
 GY3302'AZIMUTH MARK IS 35 FEET SOUTHEAST OF A GATE POST, 28 FEET NORTH OF A
 GY3302'WHITE WITNESS POST AND FENCE LINE AND 24 FEET EAST OF ANOTHER GATE
 GY3302'POST.  THE DISK IS SET FLUSH IN THE ROCK BED OF A CREEK AND IS
 GY3302'STAMPED HIROC 1950.
 GY3302'
 GY3302'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 30 AND 28 IN
 GY3302'BOONEVILLE, GO SOUTHEAST ON HIGHWAY 28 FOR 3.0 MILE TO A ROAD
 GY3302'FORK, TURN RIGHT AND GO 2.7 MILES TO A SIDE ROAD SHARP RIGHT, TURN
 GY3302'SHARP RIGHT AND FOLLOW ROAD IN AND OUT OF CREEK FOR 0.25 MILE TO
 GY3302'THE SECOND HOUSE AND END OF TRUCK TRAVEL AND AZIMUTH MARK ON LEFT IN
 GY3302'CREEK BED AS DESCRIBED.  FROM HERE PACK UP CREEK FOR ABOUT 0.15
 GY3302'MILE TO THE NEXT HOUSE, TURN RIGHT UP RIDGE FOLLOWING A DIM TRAIL FOR
 GY3302'ABOUT 0.6 MILE TO THE STATION ON KNOLL KNOWN AS HIGH ROCK AS
 GY3302'DESCRIBED.
 GY3302'
 GY3302'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GY3302
 GY3302                          STATION RECOVERY (1963)
 GY3302
 GY3302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ATR)
 GY3302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2103 ***********************************************************************
 GZ2103  DESIGNATION -  HISEVILLE
 GZ2103  PID         -  GZ2103
 GZ2103  STATE/COUNTY-  KY/BARREN
 GZ2103  USGS QUAD   -  HISEVILLE (1976)
 GZ2103
 GZ2103                         *CURRENT SURVEY CONTROL
 GZ2103  ___________________________________________________________________
 GZ2103* NAD 83(1993)-  37 05 54.85499(N)    085 48 29.06712(W)     ADJUSTED  
 GZ2103* NAVD 88     -       232.166  (meters)     761.70   (feet)  ADJUSTED  
 GZ2103  ___________________________________________________________________
 GZ2103  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 GZ2103  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GZ2103  DYNAMIC HT  -         231.982 (meters)     761.09  (feet)  COMP
 GZ2103  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 GZ2103
 GZ2103  HORZ ORDER  -  THIRD
 GZ2103  VERT ORDER  -  SECOND    CLASS 0
 GZ2103
 GZ2103.The horizontal coordinates were established by classical geodetic methods
 GZ2103.and adjusted by the National Geodetic Survey in December 1995..
 GZ2103
 GZ2103.The orthometric height was determined by differential leveling
 GZ2103.and adjusted by the National Geodetic Survey in June 1991..
 GZ2103
 GZ2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2103
 GZ2103.The geoid height was determined by GEOID03.
 GZ2103
 GZ2103.The dynamic height is computed by dividing the NAVD 88
 GZ2103.geopotential number by the normal gravity value computed on the
 GZ2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2103.degrees latitude (g = 980.6199 gals.).
 GZ2103
 GZ2103.The modeled gravity was interpolated from observed gravity values.
 GZ2103
 GZ2103;                    North         East     Units Scale Factor Converg.
 GZ2103;SPC KY1Z     - 1,084,931.598 1,494,837.418   MT  0.99999639   -0 02 08.4
 GZ2103;SPC KY1Z     - 3,559,479.75  4,904,312.43   sFT  0.99999639   -0 02 08.4
 GZ2103;SPC KY S     -   584,922.671   494,837.638   MT  0.99995381   -0 02 06.8
 GZ2103;SPC KY S     - 1,919,033.80  1,623,479.82   sFT  0.99995381   -0 02 06.8
 GZ2103;UTM  16      - 4,106,471.835   605,917.915   MT  0.99973820   +0 43 08.5
 GZ2103
 GZ2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2103!SPC KY1Z     -   0.99996846  x   0.99999639  =   0.99996485
 GZ2103!SPC KY S     -   0.99996846  x   0.99995381  =   0.99992227
 GZ2103!UTM  16      -   0.99996846  x   0.99973820  =   0.99970667
 GZ2103
 GZ2103|---------------------------------------------------------------------|
 GZ2103| PID    Reference Object                     Distance      Geod. Az  |
 GZ2103|                                                           dddmmss.s |
 GZ2103| GZ2104 W 260                                19.128 METERS 12755     |
 GZ2103| GZ2106 HISEVILLE AZ MK                                    1294729.3 |
 GZ2103| GZ2102 HISEVILLE RM 1                       18.722 METERS 24910     |
 GZ2103|---------------------------------------------------------------------|
 GZ2103
 GZ2103                          SUPERSEDED SURVEY CONTROL
 GZ2103
 GZ2103  NAD 83(1986)-  37 05 54.86430(N)    085 48 29.07342(W) AD(       ) 3
 GZ2103  NAD 27      -  37 05 54.68400(N)    085 48 29.18800(W) AD(       ) 3
 GZ2103  NGVD 29 (??/??/92)  232.306  (m)          762.16   (f) ADJ UNCH    2 0
 GZ2103
 GZ2103.Superseded values are not recommended for survey control.
 GZ2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2103.See file dsdata.txt to determine how the superseded data were derived.
 GZ2103
 GZ2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0591806472(NAD 83)
 GZ2103_MARKER: DS = TRIANGULATION STATION DISK
 GZ2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2103_STAMPING: HISEVILLE 1951
 GZ2103_MARK LOGO: CGS   
 GZ2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2103+STABILITY: SURFACE MOTION
 GZ2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2103+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 GZ2103
 GZ2103  HISTORY     - Date     Condition        Report By
 GZ2103  HISTORY     - 1951     MONUMENTED       CGS
 GZ2103  HISTORY     - 1951     GOOD             CGS
 GZ2103  HISTORY     - 20050428 GOOD             INDIV
 GZ2103
 GZ2103                          STATION DESCRIPTION
 GZ2103
 GZ2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2103'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF GLASGOW AND 0.4 MILE
 GZ2103'EAST OF HISEVILLE, ON RIGHT-OF-WAY OF STATE HIGHWAY 70. IT IS 44
 GZ2103'FEET SOUTHEAST OF A FENCE CORNER, 27 FEET NORTHEAST OF THE CENTER OF
 GZ2103'STATE HIGHWAY 70, 5.5 FEET SOUTHEAST OF A WHITE WITNESS POST AND 2
 GZ2103'FEET SOUTHWEST OF A FENCE. THE MARK IS FLUSH WITH THE GROUND AND THE
 GZ2103'DISK IS STAMPED---HISEVILLE 1951.
 GZ2103'
 GZ2103'REFERENCE MARK NO. 1 IS 24 FEET SOUTHWEST OF THE CENTER OF THE
 GZ2103'HIGHWAY AND 1.5 FEET SOUTHEAST OF A POWER LINE POLE. THE MARK
 GZ2103'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED---HISEVILLE NO 1 1951.
 GZ2103'
 GZ2103'B.M. W 260 IS 27 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 1.5
 GZ2103'FEET NORTHWEST OF A TELEPHONE POLE AND 1 FOOT SOUTHWEST OF A
 GZ2103'FENCE. THE MARK IS A CONCRETE CYLINDER WHICH PROJECTS ABOUT 6 INCHES
 GZ2103'AND HAS A STANDARD BRONZE BENCH MARK DISK SET IN THE TOP
 GZ2103'STAMPED---W 260 1951. THE MARK IS ABOUT 12 INCHES IN DIAMETER.
 GZ2103'
 GZ2103'B.M. V 260 IS 28 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 70,
 GZ2103'1.5 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT SOUTHWEST
 GZ2103'OF A FENCE. THE MARK IS A CONCRETE CYLINDER ABOUT 12 INCHES IN
 GZ2103'DIAMETER, PROJECTS ABOUT 3 INCHES AND HAS A STANDARD BRONZE
 GZ2103'BENCH MARK DISK SET IN THE TOP STAMPED---V 260 1951.
 GZ2103'
 GZ2103'AZIMUTH MARK IS 28 FEET SOUTHWEST OF THE CENTER OF SATE HIGHWAY 70,
 GZ2103'5.5 FEET SOUTHWEST OF A WHITE WITNESS POST AND 1.5 FEET NORTHEAST
 GZ2103'OF A FENCE. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GZ2103'STAMPED---HISEVILLE 1951.
 GZ2103'
 GZ2103'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31E AND STATE
 GZ2103'HIGHWAY 70 WHICH IS ABOUT 5 MILES SOUTHEAST OF CAVE CITY, GO
 GZ2103'SOUTHEAST ON HIGHWAY 70 FOR 3.3 MILES TO THE MAIN CROSS STREET IN THE
 GZ2103'TOWN OF HISEVILLE, CONTINUE EAST ON HIGHWAY 70 FOR 0.4 MILE TO THE
 GZ2103'TOP OF A SMALL HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 GZ2103'
 GZ2103'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON HIGHWAY 70
 GZ2103'FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GZ2103'
 GZ2103'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GZ2103
 GZ2103                          STATION RECOVERY (1951)
 GZ2103
 GZ2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ2103'0.4 MI SE FROM HISEVILLE.
 GZ2103'ABOUT 0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 70 FROM THE CHRISTIAN
 GZ2103'CHURCH AT HISEVILLE, AT THE NORTHWEST ONE OF TWO DRIVES TO
 GZ2103'STRADERS DAIRY FARM, 28 FEET NORTHEAST OF THE CENTER LINE OF
 GZ2103'HIGHWAY, 106 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF DRIVE,
 GZ2103'63 FEET NORTHWEST OF BM W 260, 61 1/2 FEET EAST-NORTHEAST AND
 GZ2103'ACROSS HIGHWAY FROM RM NO. 1, 44 1/2 FEET SOUTHEAST OF A FENCE
 GZ2103'CORNER, 62 FEET EAST-NORTHEAST AND ACROSS HIGHWAY FROM A POWER
 GZ2103'POLE, 2 FEET SOUTHWEST OF A FENCE LINE, 6 FEET SOUTHEAST OF A
 GZ2103'WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE HIGHWAY AND
 GZ2103'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GZ2103
 GZ2103                          STATION RECOVERY (2005)
 GZ2103
 GZ2103'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RJC)
 GZ2103'FOUND - GOOD SHAPE - ABOUT 1.5 FEET EAST OF A FLAG POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2106 ***********************************************************************
 GZ2106  DESIGNATION -  HISEVILLE AZ MK
 GZ2106  PID         -  GZ2106
 GZ2106  STATE/COUNTY-  KY/BARREN
 GZ2106  USGS QUAD   -  HISEVILLE (1976)
 GZ2106
 GZ2106                         *CURRENT SURVEY CONTROL
 GZ2106  ___________________________________________________________________
 GZ2106* NAD 83(1986)-  37 05 44.     (N)    085 48 13.     (W)     SCALED    
 GZ2106* NAVD 88     -       230.034  (meters)     754.70   (feet)  ADJUSTED  
 GZ2106  ___________________________________________________________________
 GZ2106  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GZ2106  DYNAMIC HT  -         229.851 (meters)     754.10  (feet)  COMP
 GZ2106  MODELED GRAV-     979,831.6   (mgal)                       NAVD 88
 GZ2106
 GZ2106  VERT ORDER  -  SECOND    CLASS 0
 GZ2106
 GZ2106.The horizontal coordinates were scaled from a topographic map and have
 GZ2106.an estimated accuracy of +/- 6 seconds.
 GZ2106
 GZ2106.The orthometric height was determined by differential leveling
 GZ2106.and adjusted by the National Geodetic Survey in June 1991..
 GZ2106
 GZ2106.The geoid height was determined by GEOID03.
 GZ2106
 GZ2106.The dynamic height is computed by dividing the NAVD 88
 GZ2106.geopotential number by the normal gravity value computed on the
 GZ2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2106.degrees latitude (g = 980.6199 gals.).
 GZ2106
 GZ2106.The modeled gravity was interpolated from observed gravity values.
 GZ2106
 GZ2106;                    North         East    Units  Estimated Accuracy
 GZ2106;SPC KY1Z     - 1,084,600.    1,495,230.      MT  (+/- 180 meters Scaled)
 GZ2106
 GZ2106                          SUPERSEDED SURVEY CONTROL
 GZ2106
 GZ2106  NGVD 29 (??/??/92)  230.174  (m)          755.16   (f) ADJ UNCH    2 0
 GZ2106
 GZ2106.Superseded values are not recommended for survey control.
 GZ2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2106.See file dsdata.txt to determine how the superseded data were derived.
 GZ2106
 GZ2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG063061(NAD 83)
 GZ2106_MARKER: DZ = AZIMUTH MARK DISK
 GZ2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2106_STAMPING: HISEVILLE 1951
 GZ2106_MARK LOGO: CGS   
 GZ2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2106+STABILITY: SURFACE MOTION
 GZ2106
 GZ2106  HISTORY     - Date     Condition        Report By
 GZ2106  HISTORY     - 1951     MONUMENTED       CGS
 GZ2106
 GZ2106                          STATION DESCRIPTION
 GZ2106
 GZ2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2106'0.7 MI E FROM HISEVILLE.
 GZ2106'ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 70 FROM THE CHRISTIAN
 GZ2106'CHURCH AT HISEVILLE, ABOUT 0.6 MILE NORTHWEST OF THE JUNCTION
 GZ2106'OF STATE HIGHWAY 314, ABOUT 0.1 MILE NORTHWEST OF A ROCK FARM
 GZ2106'HOUSE WHICH IS ON SOUTHWEST SIDE OF HIGHWAY, ON TOP OF A CUT,
 GZ2106'29 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 93 FEET WEST
 GZ2106'AND ACROSS HIGHWAY FROM A POWER POLE WITH A TRANSFORMER, 1
 GZ2106'FOOT NORTHEAST OF A FENCE LINE, 6 FEET SOUTHWEST OF A WHITE WOODEN
 GZ2106'WITNESS POST, ABOUT 5 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF
 GZ2106'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2102 ***********************************************************************
 GZ2102  DESIGNATION -  HISEVILLE RM 1
 GZ2102  PID         -  GZ2102
 GZ2102  STATE/COUNTY-  KY/BARREN
 GZ2102  USGS QUAD   -  HISEVILLE (1976)
 GZ2102
 GZ2102                         *CURRENT SURVEY CONTROL
 GZ2102  ___________________________________________________________________
 GZ2102* NAD 83(1986)-  37 05 54.     (N)    085 48 29.     (W)     SCALED    
 GZ2102* NAVD 88     -       231.810  (meters)     760.53   (feet)  ADJUSTED  
 GZ2102  ___________________________________________________________________
 GZ2102  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GZ2102  DYNAMIC HT  -         231.626 (meters)     759.93  (feet)  COMP
 GZ2102  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 GZ2102
 GZ2102  VERT ORDER  -  SECOND    CLASS 0
 GZ2102
 GZ2102.The horizontal coordinates were scaled from a topographic map and have
 GZ2102.an estimated accuracy of +/- 6 seconds.
 GZ2102
 GZ2102.The orthometric height was determined by differential leveling
 GZ2102.and adjusted by the National Geodetic Survey in June 1991..
 GZ2102
 GZ2102.The geoid height was determined by GEOID03.
 GZ2102
 GZ2102.The dynamic height is computed by dividing the NAVD 88
 GZ2102.geopotential number by the normal gravity value computed on the
 GZ2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2102.degrees latitude (g = 980.6199 gals.).
 GZ2102
 GZ2102.The modeled gravity was interpolated from observed gravity values.
 GZ2102
 GZ2102;                    North         East    Units  Estimated Accuracy
 GZ2102;SPC KY1Z     - 1,084,910.    1,494,840.      MT  (+/- 180 meters Scaled)
 GZ2102
 GZ2102                          SUPERSEDED SURVEY CONTROL
 GZ2102
 GZ2102  NGVD 29 (??/??/92)  231.950  (m)          760.99   (f) ADJ UNCH    2 0
 GZ2102
 GZ2102.Superseded values are not recommended for survey control.
 GZ2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2102.See file dsdata.txt to determine how the superseded data were derived.
 GZ2102
 GZ2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG059064(NAD 83)
 GZ2102_MARKER: DR = REFERENCE MARK DISK
 GZ2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2102_STAMPING: HISEVILLE NO 1 1951
 GZ2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2102+STABILITY: SURFACE MOTION
 GZ2102
 GZ2102  HISTORY     - Date     Condition        Report By
 GZ2102  HISTORY     - 1951     MONUMENTED       CGS
 GZ2102
 GZ2102                          STATION DESCRIPTION
 GZ2102
 GZ2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2102'0.4 MI SE FROM HISEVILLE.
 GZ2102'ABOUT 0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 70 FROM THE CHRISTIAN
 GZ2102'CHURCH AT HISEVILLE, AT THE NORTHWEST ONE OF TWO DRIVES TO
 GZ2102'STRADERS DAIRY FARM, 61 1/2 FEET WEST-SOUTHWEST AND ACROSS HIGHWAY
 GZ2102'FROM THE STATION MARK, 25 FEET SOUTHWEST OF THE CENTER LINE OF
 GZ2102'HIGHWAY, 146 FEET NORTHWEST OF THE CENTER LINE OF DRIVE, 1 1/2
 GZ2102'FEET SOUTHEAST OF A POWER POLE, ABOUT 4 FEET ABOVE THE HIGHWAY
 GZ2102'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2797 ***********************************************************************
 GZ2797  DESIGNATION -  HODGENVILLE MUNICIPAL TANK
 GZ2797  PID         -  GZ2797
 GZ2797  STATE/COUNTY-  KY/LARUE
 GZ2797  USGS QUAD   -  HODGENVILLE (1987)
 GZ2797
 GZ2797                         *CURRENT SURVEY CONTROL
 GZ2797  ___________________________________________________________________
 GZ2797* NAD 83(1993)-  37 34 10.03678(N)    085 44 31.87265(W)     ADJUSTED  
 GZ2797* NAVD 88     -                                                        
 GZ2797  ___________________________________________________________________
 GZ2797  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 GZ2797  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 GZ2797
 GZ2797  HORZ ORDER  -  THIRD
 GZ2797
 GZ2797.The horizontal coordinates were established by classical geodetic methods
 GZ2797.and adjusted by the National Geodetic Survey in December 1995..
 GZ2797
 GZ2797
 GZ2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2797
 GZ2797.The geoid height was determined by GEOID03.
 GZ2797
 GZ2797;                    North         East     Units Scale Factor Converg.
 GZ2797;SPC KY1Z     - 1,137,188.055 1,500,690.185   MT  0.99991921   +0 00 17.3
 GZ2797;SPC KY1Z     - 3,730,924.48  4,923,514.38   sFT  0.99991921   +0 00 17.3
 GZ2797;SPC KY S     -   637,178.937   500,690.209   MT  0.99995381   +0 00 17.1
 GZ2797;SPC KY S     - 2,090,477.90  1,642,681.13   sFT  0.99995381   +0 00 17.1
 GZ2797;UTM  16      - 4,158,790.337   611,077.450   MT  0.99975197   +0 46 01.2
 GZ2797
 GZ2797                          SUPERSEDED SURVEY CONTROL
 GZ2797
 GZ2797  NAD 83(1986)-  37 34 10.04477(N)    085 44 31.88051(W) AD(       ) 4
 GZ2797  NAD 27      -  37 34 09.80900(N)    085 44 32.03300(W) AD(       ) 3
 GZ2797
 GZ2797.Superseded values are not recommended for survey control.
 GZ2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2797.See file dsdata.txt to determine how the superseded data were derived.
 GZ2797
 GZ2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG1107758790(NAD 83)
 GZ2797_MARKER: 53 = ELEVATED TANK
 GZ2797
 GZ2797  HISTORY     - Date     Condition        Report By
 GZ2797  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2797
 GZ2797                          STATION DESCRIPTION
 GZ2797
 GZ2797'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2797'STATION IS LOCATED IN THE SOUTHWEST SECTION OF HODGENVILLE. IT IS
 GZ2797'ABOUT 100 YARDS SOUTH OF FOREST AVENUE, 200 YARDS WEST OF WALTERS
 GZ2797'AVENUE AND 200 YARDS EAST OF COLLEGE AVENUE. IT IS AN ELEVATED STEEL
 GZ2797'TANK, LOCATED ATOP A 4 LEGGED STEEL STRUCTURE. IT IS ABOUT 90
 GZ2797'FEET HIGH, PAINTED SILVER AND HAS THE LEGEND HODGENVILLE PAINTED IN
 GZ2797'BLACK LETTERS ON THE EAST SIDE OF THE TANK. THE POINT OF
 GZ2797'INTERSECTION WAS A METAL BALL AT THE APEX OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2404 ***********************************************************************
 HZ2404  DESIGNATION -  HODGKIN
 HZ2404  PID         -  HZ2404
 HZ2404  STATE/COUNTY-  KY/CLARK
 HZ2404  USGS QUAD   -  AUSTERLITZ (1965)
 HZ2404
 HZ2404                         *CURRENT SURVEY CONTROL
 HZ2404  ___________________________________________________________________
 HZ2404* NAD 83(1993)-  38 02 04.98856(N)    084 07 57.24022(W)     ADJUSTED  
 HZ2404* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 HZ2404  ___________________________________________________________________
 HZ2404  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 HZ2404  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HZ2404
 HZ2404  HORZ ORDER  -  SECOND
 HZ2404
 HZ2404.The horizontal coordinates were established by classical geodetic methods
 HZ2404.and adjusted by the National Geodetic Survey in December 1995..
 HZ2404
 HZ2404.The orthometric height was scaled from a topographic map.
 HZ2404
 HZ2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2404
 HZ2404.The geoid height was determined by GEOID03.
 HZ2404
 HZ2404;                    North         East     Units Scale Factor Converg.
 HZ2404;SPC KY1Z     - 1,190,054.652 1,641,976.076   MT  0.99990874   +0 59 34.9
 HZ2404;SPC KY1Z     - 3,904,370.97  5,387,049.84   sFT  0.99990874   +0 59 34.9
 HZ2404;SPC KY N     -    59,358.509   510,309.487   MT  0.99999040   +0 04 23.0
 HZ2404;SPC KY N     -   194,745.37  1,674,240.38   sFT  0.99999040   +0 04 23.0
 HZ2404;SPC KY S     -   690,034.409   641,992.056   MT  1.00002008   +0 58 51.3
 HZ2404;SPC KY S     - 2,263,887.89  2,106,268.94   sFT  1.00002008   +0 58 51.3
 HZ2404;UTM  16      - 4,213,549.024   751,659.774   MT  1.00038009   +1 46 03.6
 HZ2404
 HZ2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2404!SPC KY1Z     -   0.99995594  x   0.99990874  =   0.99986468
 HZ2404!SPC KY N     -   0.99995594  x   0.99999040  =   0.99994634
 HZ2404!SPC KY S     -   0.99995594  x   1.00002008  =   0.99997601
 HZ2404!UTM  16      -   0.99995594  x   1.00038009  =   1.00033601
 HZ2404
 HZ2404|---------------------------------------------------------------------|
 HZ2404| PID    Reference Object                     Distance      Geod. Az  |
 HZ2404|                                                           dddmmss.s |
 HZ2404| DC2172 HODGKIN RM 1                         19.699 METERS 04128     |
 HZ2404| HZ2406 NO 434 KYGS 1951                     59.428 METERS 09328     |
 HZ2404| DC2171 HODGKIN AZ MK                                      1653039.6 |
 HZ2404| HZ2405 HODGKIN 2                            23.281 METERS 16937     |
 HZ2404| GZ2858 WINCHESTER MUNICIPAL STANDPIPE      APPROX. 7.2 KM 2165907.3 |
 HZ2404| GZ2856 WINCHESTER CLARK CO CTHSE TWR       APPROX. 6.1 KM 2202449.8 |
 HZ2404| DC2173 HODGKIN RM 2                         23.777 METERS 32041     |
 HZ2404|---------------------------------------------------------------------|
 HZ2404
 HZ2404                          SUPERSEDED SURVEY CONTROL
 HZ2404
 HZ2404  NAD 83(1986)-  38 02 04.99485(N)    084 07 57.24769(W) AD(       ) 2
 HZ2404  NAD 27      -  38 02 04.70900(N)    084 07 57.51100(W) AD(       ) 2
 HZ2404
 HZ2404.Superseded values are not recommended for survey control.
 HZ2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2404.See file dsdata.txt to determine how the superseded data were derived.
 HZ2404
 HZ2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5166013549(NAD 83)
 HZ2404_MARKER: DS = TRIANGULATION STATION DISK
 HZ2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2404_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2404
 HZ2404  HISTORY     - Date     Condition        Report By
 HZ2404  HISTORY     - 1935     MONUMENTED       CGS
 HZ2404  HISTORY     - 1951     SEE DESCRIPTION  CGS
 HZ2404
 HZ2404                          STATION DESCRIPTION
 HZ2404
 HZ2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2404'STATION IS ABOUT 3-3/4 MILES NE OF WINCHESTER, 11 MILES W OF MT.
 HZ2404'STERLING, 0.35 MILE E OF THE JUNCTION OF HIGHWAY 60 AND BIG STONER
 HZ2404'PIKE, ON THE PROPERTY OF MR. W.B. HODGKIN OF WINCHESTER.  STATION IS
 HZ2404'ABOUT 150 YARDS E OF BRICK RESIDENCE, 33 FEET S OF CENTER LINE
 HZ2404'HIGHWAY 60, 12.4 FEET S OF WIRE FENCE, 13-1/2 FEET ESE OF THE E POST
 HZ2404'OF WOODEN GATE, 13-1/2 W OF WIRE FENCE, AND 19 FEET E OF CENTER LINE
 HZ2404'OF GRAVEL DRIVE.  MARK IS SET FLUSH WITH THE GROUND.
 HZ2404'
 HZ2404'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2404'DISKS SET IN CONCRETE.
 HZ2404'
 HZ2404'REFERENCE MARK NO.1 IS NE OF STATION 1 FOOT N OF WIRE FENCE AND 6-1/2
 HZ2404'YARDS N OF CENTER LINE OF HIGHWAY 60.  MARK PROJECTS 12 INCHES.
 HZ2404'
 HZ2404'REFERENCE MARK NO.2 IS NNW OF STATION, 4 FEET E OF A 12-INCH LOCUST
 HZ2404'TREE, AND 6-1/2 YARDS N OF CENTER LINE OF HIGHWAY 60.  MARK PROJECTS
 HZ2404'12 INCHES.
 HZ2404'
 HZ2404'AZIMUTH MARK IS SSE OF STATION, ABOUT 175 YARDS NW OF A LARGE FRAME
 HZ2404'BARN 39 PACES ESE OF GRAVEL DRIVE, AND 2 FEET N OF FENCE LINE.
 HZ2404'
 HZ2404'SS TRAVERSE STATION 434 IS E OF STATION, 5-1/2 YARDS S OF CENTER LINE
 HZ2404'OF HIGHWAY 60, 1 FOOT N OF WIRE FENCE, AND 2 FEET W OF TELEPHONE
 HZ2404'POLE NO.915.  MARK IS A STANDARD STATE SURVEY TRAVERSE DISK SET IN
 HZ2404'THE CENTER OF A 6-INCH CONCRETE POST PROJECTING ABOUT 4 INCHES.
 HZ2404'
 HZ2404'SS TRAVERSE STATION 435 IS ABOUT 1 MILE E OF STATION, 8 PACES N OF
 HZ2404'CENTER LINE OF HIGHWAY 60, 1 FOOT S OF WIRE FENCE AT TOP OF CUT.
 HZ2404'MARK IS A STANDARD STATE SURVEY TRAVERSE DISK SET IN THE CENTER OF A
 HZ2404'6-INCH CONCRETE POST, FLUSH THE GROUND.
 HZ2404'
 HZ2404'TO REACH FROM COURTHOUSE IN WINCHESTER GO EASTERLY ON HIGHWAY 60 FOR
 HZ2404'4.4 MILES TO A PRIVATE DRIVE TO THE RIGHT AND STATION.
 HZ2404'
 HZ2404'NO NATURAL OBJECTS VISIBLE FROM GROUND.
 HZ2404'
 HZ2404'A 64 FOOT TOWER WILL CLEAR ALL LINES.
 HZ2404
 HZ2404                          STATION RECOVERY (1951)
 HZ2404
 HZ2404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 HZ2404'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HZ2404'CONDITION.  THE DIRECTION TO REFERENCE MARK NO.1 AND NO.2 FAILED TO
 HZ2404'CHECK.  NO 435 (KY.GEOD.S.) WAS SEARCHED FOR BUT WAS NOT FOUND.  ALL
 HZ2404'MARKS AT THIS STATION EXCEPT NO. 434 (KY.GEOD.S.) WERE DESTROYED
 HZ2404'AFTER OBSERVATIONS WERE COMPLETED AND A NEW STATION HODGKIN 2 WAS
 HZ2404'ESTABLISHED BY THIS PARTY.  HODGKIN 1935 WOULD HAVE BEEN DESTROYED IN
 HZ2404'THE NEAR FUTURE DUE TO HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2405 ***********************************************************************
 HZ2405  DESIGNATION -  HODGKIN 2
 HZ2405  PID         -  HZ2405
 HZ2405  STATE/COUNTY-  KY/CLARK
 HZ2405  USGS QUAD   -  AUSTERLITZ (1965)
 HZ2405
 HZ2405                         *CURRENT SURVEY CONTROL
 HZ2405  ___________________________________________________________________
 HZ2405* NAD 83(1993)-  38 02 04.24584(N)    084 07 57.06828(W)     ADJUSTED  
 HZ2405* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 HZ2405  ___________________________________________________________________
 HZ2405  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 HZ2405  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HZ2405
 HZ2405  HORZ ORDER  -  SECOND
 HZ2405
 HZ2405.The horizontal coordinates were established by classical geodetic methods
 HZ2405.and adjusted by the National Geodetic Survey in December 1995..
 HZ2405
 HZ2405.The orthometric height was scaled from a topographic map.
 HZ2405
 HZ2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2405
 HZ2405.The geoid height was determined by GEOID03.
 HZ2405
 HZ2405;                    North         East     Units Scale Factor Converg.
 HZ2405;SPC KY1Z     - 1,190,031.830 1,641,980.665   MT  0.99990873   +0 59 35.1
 HZ2405;SPC KY1Z     - 3,904,296.10  5,387,064.90   sFT  0.99990873   +0 59 35.1
 HZ2405;SPC KY N     -    59,335.615   510,313.709   MT  0.99999043   +0 04 23.1
 HZ2405;SPC KY N     -   194,670.26  1,674,254.23   sFT  0.99999043   +0 04 23.1
 HZ2405;UTM  16      - 4,213,526.256   751,664.674   MT  1.00038012   +1 46 03.7
 HZ2405
 HZ2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2405!SPC KY1Z     -   0.99995593  x   0.99990873  =   0.99986467
 HZ2405!SPC KY N     -   0.99995593  x   0.99999043  =   0.99994637
 HZ2405!UTM  16      -   0.99995593  x   1.00038012  =   1.00033604
 HZ2405
 HZ2405|---------------------------------------------------------------------|
 HZ2405| PID    Reference Object                     Distance      Geod. Az  |
 HZ2405|                                                           dddmmss.s |
 HZ2405| HZ2406 NO 434 KYGS 1951                     58.410 METERS 07042     |
 HZ2405| DC2174 HODGKIN 2 AZ MK                                    1722122.2 |
 HZ2405| DC2175 HODGKIN 2 RM 3                       13.213 METERS 22646     |
 HZ2405| DC2176 HODGKIN 2 RM 4                       13.900 METERS 30746     |
 HZ2405| HZ2404 HODGKIN                              23.281 METERS 34937     |
 HZ2405|---------------------------------------------------------------------|
 HZ2405
 HZ2405                          SUPERSEDED SURVEY CONTROL
 HZ2405
 HZ2405  NAD 83(1986)-  38 02 04.25085(N)    084 07 57.07470(W) AD(       ) 2
 HZ2405  NAD 27      -  38 02 03.96700(N)    084 07 57.33800(W) AD(       ) 2
 HZ2405
 HZ2405.Superseded values are not recommended for survey control.
 HZ2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2405.See file dsdata.txt to determine how the superseded data were derived.
 HZ2405
 HZ2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5166513526(NAD 83)
 HZ2405_MARKER: DS = TRIANGULATION STATION DISK
 HZ2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2405
 HZ2405  HISTORY     - Date     Condition        Report By
 HZ2405  HISTORY     - 1951     MONUMENTED       CGS
 HZ2405
 HZ2405                          STATION DESCRIPTION
 HZ2405
 HZ2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 HZ2405'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF WINCHESTER.  IT IS
 HZ2405'112 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO.60, 91 FEET SOUTH OF
 HZ2405'A FENCELINE, 33 FEET EAST OF A FENCELINE, 24 FEET WEST OF A 20 INCH
 HZ2405'OAK TREE AND 21 FEET EAST OF THE CENTER OF A DRIVEWAY.  THE MARK IS
 HZ2405'FLUSH AND THE DISK IS STAMPED HODGKIN 2 1951.
 HZ2405'
 HZ2405'REFERENCE MARK NO.3 IS 8 FEET WEST OF THE CENTER OF THE DRIVEWAY, 3
 HZ2405'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.
 HZ2405'THE MARK IS FLUSH AND THE DISK IS STAMPED HODGKIN 2 NO 3 1951.
 HZ2405'
 HZ2405'REFERENCE MARK NO.4 IS 9 FEET WEST OF THE CENTER OF THE DRIVEWAY AND
 HZ2405'1 FOOT EAST OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS
 HZ2405'STAMPED HODGKIN 2 NO 4 1951.
 HZ2405'
 HZ2405'NO.434 (KY.GEOD.S.) IS 30 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 HZ2405'NO. 60, 3 FEET WEST OF A TELEPHONE POLE AND 1 FOOT NORTH OF A
 HZ2405'FENCELINE.  THE MARK IS A 4 X 4 INCH CONCRETE POST WHICH PROJECTS 4
 HZ2405'INCHES WITH A KY.GEOD.S. BRONZE DISK ATOP STAMPED 434.
 HZ2405'
 HZ2405'AZIMUTH MARK IS ABOUT 225 FEET SOUTH OF A BARN, 8 FEET SOUTHWEST OF
 HZ2405'THE CENTER OF A DRIVEWAY, 2 FEET NORTHWEST OF A WHITE WITNESS POST
 HZ2405'AND 1 FOOT NORTHEAST OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK
 HZ2405'IS STAMPED HODGKIN 2 1951.
 HZ2405'
 HZ2405'TO REACH THE STATION FROM THE CLARK COUNTY COURTHOUSE IN WINCHESTER,
 HZ2405'GO NORTHEAST ON U.S. HIGHWAY NO.60 FOR 4.15 MILES TO A DRIVEWAY ON
 HZ2405'THE RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED, TURN RIGHT ON
 HZ2405'DRIVEWAY AND GO 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HZ2405'
 HZ2405'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2729 ***********************************************************************
 GZ2729  DESIGNATION -  HOGARDS
 GZ2729  PID         -  GZ2729
 GZ2729  STATE/COUNTY-  KY/TAYLOR
 GZ2729  USGS QUAD   -  GREENSBURG (1987)
 GZ2729
 GZ2729                         *CURRENT SURVEY CONTROL
 GZ2729  ___________________________________________________________________
 GZ2729* NAD 83(1993)-  37 18 20.20291(N)    085 25 51.31256(W)     ADJUSTED  
 GZ2729* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 GZ2729  ___________________________________________________________________
 GZ2729  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 GZ2729  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GZ2729
 GZ2729  HORZ ORDER  -  SECOND
 GZ2729
 GZ2729.The horizontal coordinates were established by classical geodetic methods
 GZ2729.and adjusted by the National Geodetic Survey in December 1995..
 GZ2729
 GZ2729.The orthometric height was scaled from a topographic map.
 GZ2729
 GZ2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2729
 GZ2729.The geoid height was determined by GEOID03.
 GZ2729
 GZ2729;                    North         East     Units Scale Factor Converg.
 GZ2729;SPC KY1Z     - 1,107,955.474 1,528,286.406   MT  0.99995423   +0 11 45.2
 GZ2729;SPC KY1Z     - 3,635,017.25  5,014,052.98   sFT  0.99995423   +0 11 45.2
 GZ2729;SPC KY S     -   607,945.386   528,286.161   MT  0.99994553   +0 11 36.6
 GZ2729;SPC KY S     - 1,994,567.49  1,733,218.85   sFT  0.99994553   +0 11 36.6
 GZ2729;UTM  16      - 4,129,929.913   639,054.472   MT  0.99983819   +0 57 04.0
 GZ2729
 GZ2729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2729!SPC KY1Z     -   0.99996519  x   0.99995423  =   0.99991942
 GZ2729!SPC KY S     -   0.99996519  x   0.99994553  =   0.99991072
 GZ2729!UTM  16      -   0.99996519  x   0.99983819  =   0.99980339
 GZ2729
 GZ2729:                Primary Azimuth Mark                     Grid Az
 GZ2729:SPC KY1Z     -  HOGARDS AZ MK                            042 45 41.0
 GZ2729:SPC KY S     -  HOGARDS AZ MK                            042 45 49.6
 GZ2729:UTM  16      -  HOGARDS AZ MK                            042 00 22.2
 GZ2729
 GZ2729|---------------------------------------------------------------------|
 GZ2729| PID    Reference Object                     Distance      Geod. Az  |
 GZ2729|                                                           dddmmss.s |
 GZ2729| CG8028 HOGARDS AZ MK                                      0425726.2 |
 GZ2729| GZ2728 CAMPBELLSVILLE RAD WLCK MAST        APPROX. 5.9 KM 0555118.4 |
 GZ2729| CG8029 HOGARDS RM 1                         21.520 METERS 23010     |
 GZ2729| CG8030 HOGARDS RM 2                         22.133 METERS 30001     |
 GZ2729|---------------------------------------------------------------------|
 GZ2729
 GZ2729                          SUPERSEDED SURVEY CONTROL
 GZ2729
 GZ2729  NAD 83(1986)-  37 18 20.21039(N)    085 25 51.32069(W) AD(       ) 2
 GZ2729  NAD 27      -  37 18 19.98600(N)    085 25 51.45300(W) AD(       ) 2
 GZ2729
 GZ2729.Superseded values are not recommended for survey control.
 GZ2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2729.See file dsdata.txt to determine how the superseded data were derived.
 GZ2729
 GZ2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG3905429930(NAD 83)
 GZ2729_MARKER: DS = TRIANGULATION STATION DISK
 GZ2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2729
 GZ2729  HISTORY     - Date     Condition        Report By
 GZ2729  HISTORY     - 1951     MONUMENTED       CGS
 GZ2729
 GZ2729                          STATION DESCRIPTION
 GZ2729
 GZ2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2729'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF CAMPBELLSVILLE AND
 GZ2729'4-1/2 MILES NORTHEAST OF GREENSBURG ON THE GROUNDS OF THE HOGARDS
 GZ2729'METHODIST CHURCH. IT IS 147 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 GZ2729'CHURCH, 72 FEET EAST OF POWER LINE POLE AND 22 FEET SOUTHWEST OF THE
 GZ2729'NORTHEAST CORNER OF THE LOT. THE MARK IS SET FLUSH WITH THE GROUND
 GZ2729'SURFACE AND THE DISK STAMPED HOGARDS 1951.
 GZ2729'
 GZ2729'REFERENCE MARK NO 1 IS 76 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 GZ2729'THE CHURCH AND 45 FEET NORTH OF THE NORTHEAST CORNER OF THE CHURCH.
 GZ2729'THE MARK IS SET FLUSH WITH THE GROUND SURFACE AND THE DISK STAMPED
 GZ2729'HOGARDS NO 1 1951.
 GZ2729'
 GZ2729'REFERENCE MARK NO 2 IS SET ON THE WEST SLOPE OF THE RIDGE 21 FEET
 GZ2729'NORTH OF POWER LINE POLE AND ABOUT 1 FOOT LOWER IN ELEVATION THAN
 GZ2729'STATION MARK. THE MARK IS SET FLUSH WITH THE GROUND SURFACE AND THE
 GZ2729'DISK STAMPED HOGARDS NO 2 1951.
 GZ2729'
 GZ2729'THE AZIMUTH MARK IS 40 FEET EAST OF THE CENTER OF U.S.HIGHWAY NO. 68
 GZ2729'AND 5 FEET EAST OF WHITE WITNESS POST ABOUT 15 FEET ABOVE THE HIGHWAY
 GZ2729'SURFACE. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED
 GZ2729'HOGARDS 1951.
 GZ2729'
 GZ2729'TO REACH THE STATION FROM THE CENTER OF THE CITY SQUARE IN
 GZ2729'GREENSBURG, GO NORTHEAST ON U.S.HIGHWAY NO. 68 FOR 5.25 MILES
 GZ2729'TO SIDE ROAD RIGHT AND SIGN HOGARDS METHODIST CHURCH, TURN RIGHT AND
 GZ2729'GO EAST UP HILL TO CHURCH AND BEAR LEFT TO THE NORTHEAST CORNER OF
 GZ2729'GROUNDS AND STATION AS DESCRIBED.
 GZ2729'
 GZ2729'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST TO U.S.HIGHWAY
 GZ2729'NO. 68, TURN RIGHT AND GO NORTHEAST FOR 0.35 MILE TO HIGH BANK ON
 GZ2729'THE RIGHT AND MARK AS DESCRIBED.
 GZ2729'
 GZ2729'STATION BOARDERS GREEN AND TAYLOR COUNTIES.
 GZ2729'
 GZ2729'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1337 ***********************************************************************
 HA1337  DESIGNATION -  HOGBACK
 HA1337  PID         -  HA1337
 HA1337  STATE/COUNTY-  KY/MEADE
 HA1337  USGS QUAD   -  IRVINGTON (1953)
 HA1337
 HA1337                         *CURRENT SURVEY CONTROL
 HA1337  ___________________________________________________________________
 HA1337* NAD 83(1993)-  37 54 55.75199(N)    086 16 51.14995(W)     ADJUSTED  
 HA1337* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 HA1337  ___________________________________________________________________
 HA1337  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 HA1337  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HA1337
 HA1337  HORZ ORDER  -  SECOND
 HA1337
 HA1337.The horizontal coordinates were established by classical geodetic methods
 HA1337.and adjusted by the National Geodetic Survey in December 1995..
 HA1337
 HA1337.The orthometric height was scaled from a topographic map.
 HA1337
 HA1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1337
 HA1337.The geoid height was determined by GEOID03.
 HA1337
 HA1337;                    North         East     Units Scale Factor Converg.
 HA1337;SPC KY1Z     - 1,175,723.952 1,453,323.161   MT  0.99990517   -0 19 33.4
 HA1337;SPC KY1Z     - 3,857,354.33  4,768,111.07   sFT  0.99990517   -0 19 33.4
 HA1337;SPC KY S     -   675,715.647   453,318.878   MT  0.99999679   -0 19 19.0
 HA1337;SPC KY S     - 2,216,910.42  1,487,263.69   sFT  0.99999679   -0 19 19.0
 HA1337;SPC IN E     -   296,291.613    45,992.264   MT  1.00000258   -0 22 38.8
 HA1337;SPC IN E     -   972,083.40    150,892.95   sFT  1.00000258   -0 22 38.8
 HA1337;UTM  16      - 4,196,681.922   563,210.054   MT  0.99964921   +0 26 30.9
 HA1337
 HA1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1337!SPC KY1Z     -   0.99996087  x   0.99990517  =   0.99986604
 HA1337!SPC KY S     -   0.99996087  x   0.99999679  =   0.99995766
 HA1337!SPC IN E     -   0.99996087  x   1.00000258  =   0.99996345
 HA1337!UTM  16      -   0.99996087  x   0.99964921  =   0.99961009
 HA1337
 HA1337:                Primary Azimuth Mark                     Grid Az
 HA1337:SPC KY1Z     -  HOGBACK AZ MK                            092 31 48.5
 HA1337:SPC KY S     -  HOGBACK AZ MK                            092 31 34.1
 HA1337:SPC IN E     -  HOGBACK AZ MK                            092 34 53.9
 HA1337:UTM  16      -  HOGBACK AZ MK                            091 45 44.2
 HA1337
 HA1337|---------------------------------------------------------------------|
 HA1337| PID    Reference Object                     Distance      Geod. Az  |
 HA1337|                                                           dddmmss.s |
 HA1337| CG8031 HOGBACK AZ MK                                      0921215.1 |
 HA1337| CG8032 HOGBACK RM 1                         26.383 METERS 18021     |
 HA1337| CG8033 HOGBACK RM 2                         37.384 METERS 26703     |
 HA1337|---------------------------------------------------------------------|
 HA1337
 HA1337                          SUPERSEDED SURVEY CONTROL
 HA1337
 HA1337  NAD 83(1986)-  37 54 55.76088(N)    086 16 51.15448(W) AD(       ) 2
 HA1337  NAD 27      -  37 54 55.53200(N)    086 16 51.24800(W) AD(       ) 2
 HA1337
 HA1337.Superseded values are not recommended for survey control.
 HA1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1337.See file dsdata.txt to determine how the superseded data were derived.
 HA1337
 HA1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6321096682(NAD 83)
 HA1337_MARKER: DS = TRIANGULATION STATION DISK
 HA1337_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HA1337
 HA1337  HISTORY     - Date     Condition        Report By
 HA1337  HISTORY     - 1950     MONUMENTED       CGS
 HA1337  HISTORY     - 1959     GOOD             CGS
 HA1337
 HA1337                          STATION DESCRIPTION
 HA1337
 HA1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1337'STATION IS LOCATED ABOUT 2.5 MILES NORTH OF IRVINGTON ON A HIGH RIDGE
 HA1337'KNOWN AS HOGBACK.  IT IS 130 FEET EAST OF THE EDGE OF THE WOODS AND A
 HA1337'TRIANGLE BLAZED ON A 24 INCH OAK TREE, 122 FEET EAST OF A WHITE
 HA1337'WITNESS POST, 88 FEET NORTH OF A FENCELINE AND BETWEEN TWO LARGE
 HA1337'BOULDERS.  THE MARK IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND
 HA1337'AND THE DISK IS STAMPED HOGBACK 1950.
 HA1337'
 HA1337'REFERENCE MARK NO. 1 IS 10 FEET WEST OF A 10 INCH CEDAR TREE AND 1
 HA1337'FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 HA1337'THE DISK IS STAMPED HOGBACK NO 1 1950.
 HA1337'
 HA1337'REFERENCE MARK NO. 2 IS 33 FEET EAST OF A FENCELINE, 7 FEET SOUTHEAST
 HA1337'OF A TRIANGLE BLAZED ON A 24 INCH OAK TREE AND 3.5 FEET SOUTH OF
 HA1337'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 HA1337'IS STAMPED HOGBACK NO 2 1950.
 HA1337'
 HA1337'AZIMUTH MARK IS 42 FEET NORTHWEST OF A FENCE CORNER AND WIRE GATE, 3
 HA1337'FEET SOUTHWEST OF A FENCELINE AND 2 FEET NORTHWEST OF A WHITE
 HA1337'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HA1337'STAMPED HOGBACK 1950.
 HA1337'
 HA1337'TO REACH THE STATION FROM THE RAILROAD DEPOT IN IRVINNGTON GO NORTH
 HA1337'ON U.S. HIGHWAY 60 FOR 2.5 MILES TO THE JUNCTION OF STATE HIGHWAY
 HA1337'421 SOUTH AND A GRAVEL ROAD NORTH, TURN NORTH ON GRAVEL ROAD (WHICH
 HA1337'BECOMES A MUD AND ROCK ROAD) AND GO 0.75 MILE TO A WIRE GATE ON THE
 HA1337'LEFT AND THE AZIMUTH MARK AS DESCRIBED, TURN LEFT THROUGH GATE, THEN
 HA1337'RIGHT ON A TRACK ROAD AND GO 0.4 MILE TO A FARM HOUSE, TURN RIGHT
 HA1337'ON A TRACK ROAD AND GO 0.4 MILE TO THE TOP OF A BARE HILL AND STATION
 HA1337'AS DESCRIBED.
 HA1337'
 HA1337'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HA1337
 HA1337                          STATION RECOVERY (1959)
 HA1337
 HA1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 HA1337'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCES
 HA1337'AND DIRECTIONS TO THE RMS WERE CHECKED AND ALSO THE DIRECTION TO
 HA1337'THE AZIMUTH MARK.  THEY AGREE WITH THE ORIGINAL DESCRIPTION.
 HA1337'
 HA1337'TO REACH THE STATION FROM THE AZIMUTH MARK, CONTINUE NORTHWEST ALONG
 HA1337'GRAVEL ROAD FOR 0.2 MILE TO A FARM ROAD LEFT.  TURN LEFT ALONG
 HA1337'FARM ROAD TO FENCE AROUND FARM HOUSE AND A GATE ON THE RIGHT.  TURN
 HA1337'RIGHT THROUGH GATE AND FOLLOW TRACK ROAD TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2523 ***********************************************************************
 HZ2523  DESIGNATION -  HOLBROOK
 HZ2523  PID         -  HZ2523
 HZ2523  STATE/COUNTY-  KY/GRANT
 HZ2523  USGS QUAD   -  LAWRENCEVILLE (1950)
 HZ2523
 HZ2523                         *CURRENT SURVEY CONTROL
 HZ2523  ___________________________________________________________________
 HZ2523* NAD 83(1993)-  38 35 57.93421(N)    084 42 30.08596(W)     ADJUSTED  
 HZ2523* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 HZ2523  ___________________________________________________________________
 HZ2523  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 HZ2523  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ2523
 HZ2523  HORZ ORDER  -  SECOND
 HZ2523
 HZ2523.The horizontal coordinates were established by classical geodetic methods
 HZ2523.and adjusted by the National Geodetic Survey in April 1998..
 HZ2523
 HZ2523.The orthometric height was scaled from a topographic map.
 HZ2523
 HZ2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2523
 HZ2523.The geoid height was determined by GEOID03.
 HZ2523
 HZ2523;                    North         East     Units Scale Factor Converg.
 HZ2523;SPC KY1Z     - 1,252,010.712 1,590,737.044   MT  0.99998449   +0 38 22.3
 HZ2523;SPC KY1Z     - 4,107,638.48  5,218,943.12   sFT  0.99998449   +0 38 22.3
 HZ2523;SPC KY N     -   122,133.270   460,072.830   MT  0.99996473   -0 17 06.5
 HZ2523;SPC KY N     -   400,698.90  1,509,422.28   sFT  0.99996473   -0 17 06.5
 HZ2523;UTM  16      - 4,274,816.580   699,563.295   MT  1.00009046   +1 25 48.6
 HZ2523
 HZ2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2523!SPC KY1Z     -   0.99996235  x   0.99998449  =   0.99994684
 HZ2523!SPC KY N     -   0.99996235  x   0.99996473  =   0.99992708
 HZ2523!UTM  16      -   0.99996235  x   1.00009046  =   1.00005281
 HZ2523
 HZ2523|---------------------------------------------------------------------|
 HZ2523| PID    Reference Object                     Distance      Geod. Az  |
 HZ2523|                                                           dddmmss.s |
 HZ2523| DC2179 HOLBROOK RM 2                        22.973 METERS 00821     |
 HZ2523| HZ2519 DRY RIDGE MUNICIPAL TANK            APPROX.13.9 KM 0471452.0 |
 HZ2523| DC2177 HOLBROOK AZ MK                                     1311149.1 |
 HZ2523| DC2178 HOLBROOK RM 1                        28.325 METERS 29719     |
 HZ2523|---------------------------------------------------------------------|
 HZ2523
 HZ2523                          SUPERSEDED SURVEY CONTROL
 HZ2523
 HZ2523  NAD 83(1993)-  38 35 57.93434(N)    084 42 30.08634(W) AD(       ) 2
 HZ2523  NAD 83(1986)-  38 35 57.93720(N)    084 42 30.09555(W) AD(       ) 2
 HZ2523  NAD 27      -  38 35 57.69422(N)    084 42 30.28813(W) AD(       ) 2
 HZ2523
 HZ2523.Superseded values are not recommended for survey control.
 HZ2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2523.See file dsdata.txt to determine how the superseded data were derived.
 HZ2523
 HZ2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH9956374817(NAD 83)
 HZ2523_MARKER: DS = TRIANGULATION STATION DISK
 HZ2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2523_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 HZ2523
 HZ2523  HISTORY     - Date     Condition        Report By
 HZ2523  HISTORY     - 1949     MONUMENTED       CGS
 HZ2523  HISTORY     - 1964     GOOD             CGS
 HZ2523  HISTORY     - 1980     GOOD             NGS
 HZ2523
 HZ2523                          STATION DESCRIPTION
 HZ2523
 HZ2523'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWG)
 HZ2523'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF OWENTON AND 1 MILE
 HZ2523'NORTH OF HOLBROOK AND IS ON PROPERTY OWNED BY MR. W.D. SEBASTIAN.
 HZ2523'IT IS 87 FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN, 39 FEET
 HZ2523'NORTHWEST OF THE CENTER OF STATE HIGHWAY 22, 7 FEET NORTHEAST OF A
 HZ2523'WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE LINE.  THE MARK IS
 HZ2523'FLUSH WITH THE GROUND AND THE DISK IS STAMPED HOLBROOK 1949.
 HZ2523'
 HZ2523'REFERENCE MARK NO.1 IS 49 FEET WEST OF THE SOUTHWEST CORNER OF THE
 HZ2523'BARN AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH WITH THE
 HZ2523'GROUND AND THE DISK IS STAMPED HOLBROOK NO 1 1949.
 HZ2523'
 HZ2523'REFERENCE MARK NO.2 IS 37 FEET NORTHWEST OF THE CENTER OF THE
 HZ2523'HIGHWAY AND 1 FOOT NORTHWEST OF A FENCE LINE.  THE MARK IS FLUSH WITH
 HZ2523'THE GROUND AND THE DISK IS STAMPED HOLBROOK NO 2 1949.
 HZ2523'
 HZ2523'AZIMUTH MARK IS 8 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 4 FEET
 HZ2523'NORTHWEST OF A WHITE WITNESS POST AND 2 FEET WEST OF A FENCE LINE.
 HZ2523'THE MARK PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED HOLBROOK
 HZ2523'1949.
 HZ2523'
 HZ2523'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 AND U.S.
 HZ2523'HIGHWAY 227, ABOUT 2 MILES SOUTHEAST OF OWENTON, GO NORTHEAST ON
 HZ2523'HIGHWAY 22 FOR 9.0 MILES TO T ROAD RIGHT AND MR. SEBASTIANS HOME ON
 HZ2523'THE LEFT, CONTINUE ON HIGHWAY 22 FOR ABOUT 75 YARDS TO THE STATION
 HZ2523'ON THE LEFT IN BARN LOT AS DESCRIBED.
 HZ2523'
 HZ2523'TO REACH THE AZIMUTH MARK FROM THIS POINT GO SOUTHEAST ON ROCK ROAD
 HZ2523'FOR 0.45 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 HZ2523'
 HZ2523'INTIAL STATION DELIA IS VISIBLE FROM THE GROUND.
 HZ2523'
 HZ2523'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HZ2523
 HZ2523                          STATION RECOVERY (1964)
 HZ2523
 HZ2523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ2523'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HZ2523'AND FOUND IN GOOD CONDITION.
 HZ2523'
 HZ2523'THE ORIGINAL DESCRIPTION IS INADEQUATE FOR PRESENT DAY RECOVERY.  A
 HZ2523'NEW DESCRIPTION IS GIVEN BELOW--
 HZ2523'
 HZ2523'THE STATION IS LOCATED ABOUT 8 MILES NE OF OWENTON, 1 MILE NORTHEAST
 HZ2523'OF HOLBROOK, ON PROPERTY OWNED AND OCCUPIED BY MR. MARTIN LOOMIS.
 HZ2523'IT IS 87 FT SE OF THE SE CORNER OF AN OLD BARN, 82 FEET ESE OF A GATE
 HZ2523'POST AT A FENCE CORNER, 39 FEET NW OF THE CENTERLINE OF STATE
 HZ2523'HIGHWAY 22, 30-1/2 FEET SE OF A LARGE LOCUST STUMP AND 24 FEET NORTH
 HZ2523'OA A GATE POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HZ2523'STAMPED HOLBROOK 1949.
 HZ2523'
 HZ2523'REFERENCE MARK NO.1 IS 49 FEET WEST OF THE SE CORNER OF THE BARN, 24
 HZ2523'FEET SW OF A FENCE CORNER, 16 FEET SOUTH OF A WIRE FENCE AND IS IN
 HZ2523'AN OLD FENCE ROW AT THE EDGE OF A CULTIVATED FIELD.  THE MARK IS
 HZ2523'FLUSH AND THE DISK IS STAMPED HOLBROOK NO 1 1949.
 HZ2523'
 HZ2523'REFERENCE MARK NO.2 IS 37 FEET NW OF THE CENTERLINE OF THE HIGHWAY,
 HZ2523'56-1/2 FEET EAST OF THE SE CORNER OF THE BARN, 46 FEET SE OF THE NE
 HZ2523'CORNER OF THE BARN AND 1 FOOT NW OF A WIRE FENCE.
 HZ2523'
 HZ2523'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HOLBROOK NO
 HZ2523'2 1949.
 HZ2523'
 HZ2523'THE AZIMUTH MARK IS ABOUT 0.35 MILE SE OF THE STATION ON THE NE SIDE
 HZ2523'OF A PRIVATE ROAD WHICH LEADS TO THE HOME OF MR. W.B. ROSE, 8 FEET
 HZ2523'EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD.  THE MARK PROJECTS
 HZ2523'ABOUT 16 INCHES AND IS VISIBLE FOR SOME DISTANCE.
 HZ2523'
 HZ2523'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 FOR 58.5
 HZ2523'MILES TO A JUNCTION WITH STATE HIGHWAY 36.  CONTINUE AHEAD SW ON
 HZ2523'HIGHWAY 22 FOR 4.6 MILES TO MR LOOMIS BARN ON THE RIGHT AND THE
 HZ2523'STATION AS DESCRIBED.
 HZ2523
 HZ2523                          STATION RECOVERY (1980)
 HZ2523
 HZ2523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 HZ2523'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 HZ2523'CONDITION.  THE DESCRIPTION IS GOOD WITH THE FOLLOWING.
 HZ2523'
 HZ2523'THE PROPERTY IS NOW OWNED BY MR. MARTIN E. FOOMIS, ROUTE NO 1,
 HZ2523'WILLIAMSTOWN, KY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2074 ***********************************************************************
 GC2074  DESIGNATION -  HOLLAND
 GC2074  PID         -  GC2074
 GC2074  STATE/COUNTY-  KY/ALLEN
 GC2074  USGS QUAD   -  HOLLAND (1965)
 GC2074
 GC2074                         *CURRENT SURVEY CONTROL
 GC2074  ___________________________________________________________________
 GC2074* NAD 83(1993)-  36 41 42.31696(N)    086 03 58.89983(W)     ADJUSTED  
 GC2074* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 GC2074  ___________________________________________________________________
 GC2074  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 GC2074  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GC2074
 GC2074  HORZ ORDER  -  THIRD
 GC2074
 GC2074.The horizontal coordinates were established by classical geodetic methods
 GC2074.and adjusted by the National Geodetic Survey in December 1995..
 GC2074
 GC2074.The orthometric height was scaled from a topographic map.
 GC2074
 GC2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2074
 GC2074.The geoid height was determined by GEOID03.
 GC2074
 GC2074;                    North         East     Units Scale Factor Converg.
 GC2074;SPC KY1Z     - 1,040,198.806 1,471,724.919   MT  1.00011549   -0 11 39.2
 GC2074;SPC KY1Z     - 3,412,718.92  4,828,484.17   sFT  1.00011549   -0 11 39.2
 GC2074;SPC KY S     -   540,192.688   471,727.980   MT  1.00000716   -0 11 30.7
 GC2074;SPC KY S     - 1,772,282.18  1,547,660.88   sFT  1.00000716   -0 11 30.7
 GC2074;SPC TN       -   262,047.804   594,069.226   MT  1.00006124   -0 02 19.9
 GC2074;SPC TN       -   859,735.17  1,949,042.12   sFT  1.00006124   -0 02 19.9
 GC2074;UTM  16      - 4,061,454.444   583,403.112   MT  0.99968570   +0 33 28.6
 GC2074
 GC2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2074!SPC KY1Z     -   0.99996580  x   1.00011549  =   1.00008129
 GC2074!SPC KY S     -   0.99996580  x   1.00000716  =   0.99997296
 GC2074!SPC TN       -   0.99996580  x   1.00006124  =   1.00002704
 GC2074!UTM  16      -   0.99996580  x   0.99968570  =   0.99965151
 GC2074
 GC2074|---------------------------------------------------------------------|
 GC2074| PID    Reference Object                     Distance      Geod. Az  |
 GC2074|                                                           dddmmss.s |
 GC2074| CG6090 HOLLAND RM 3                          4.127 METERS 08830     |
 GC2074| CG6087 HOLLAND AZ MK                                      1311050.0 |
 GC2074| CG6088 HOLLAND RM 1                         31.416 METERS 16818     |
 GC2074| CG6089 HOLLAND RM 2                         27.044 METERS 25529     |
 GC2074| GC2087 AMOS                                APPROX. 7.3 KM 2702622.5 |
 GC2074|---------------------------------------------------------------------|
 GC2074
 GC2074                          SUPERSEDED SURVEY CONTROL
 GC2074
 GC2074  NAD 83(1986)-  36 41 42.32707(N)    086 03 58.90437(W) AD(       ) 3
 GC2074  NAD 27      -  36 41 42.15700(N)    086 03 58.97900(W) AD(       ) 3
 GC2074
 GC2074.Superseded values are not recommended for survey control.
 GC2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2074.See file dsdata.txt to determine how the superseded data were derived.
 GC2074
 GC2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8340361454(NAD 83)
 GC2074_MARKER: DS = TRIANGULATION STATION DISK
 GC2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2074
 GC2074  HISTORY     - Date     Condition        Report By
 GC2074  HISTORY     - 1950     MONUMENTED       CGS
 GC2074  HISTORY     - 1978     GOOD             NGS
 GC2074
 GC2074                          STATION DESCRIPTION
 GC2074
 GC2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2074'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF SCOTTSVILLE AND 0.4
 GC2074'MILE SOUTHEAST OF HOLLAND. IT IS 52 FEET NORTHEAST OF A 24 INCH OAK
 GC2074'TREE, 34 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 99 AND 2 FEET
 GC2074'SOUTH OF A FENCE CORNER AND A WHITE WITNESS POST. THE MARK IS
 GC2074'FLUSH AND THE DISK IS STAMPED HOLLAND 1950.
 GC2074'
 GC2074'REFERENCE MARK NO.1 IS 49 FEET SOUTHWEST OF THE CENTER OF STATE
 GC2074'HIGHWAY 99, 42 FEET EAST OF THE EAST CORNER OF THE RESIDENCE OF
 GC2074'IVA TRACY AND 13 FEET EAST OF A 10 INCH SYCAMORE TREE. THE MARK IS
 GC2074'FLUSH AND THE DISK IS STAMPED HOLLAND NO 1 1950.
 GC2074'
 GC2074'REFERENCE MARK NO.2 IS 55 FEET NORTH OF THE 24 INCH OAK TREE, 23 FEET
 GC2074'SOUTHWEST OF THE CENTER OF HIGHWAY 99 AND 1 FOOT NORTHEAST OF A
 GC2074'FENCE LINE. THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 GC2074'HOLLAND NO 2 1950.
 GC2074'
 GC2074'AZIMUTH MARK DISK IS SET FLUSH IN A DRILL HOLE IN THE WEST EDGE OF
 GC2074'THE TOP STEP OF THE NORTH (REAR) ENTRANCE TO THE MT. ZION GRADED
 GC2074'SCHOOL AND IS STAMPED HOLLAND 1950.
 GC2074'
 GC2074'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 99
 GC2074'IN HOLLAND, GO SOUTHEAST ON HIGHWAY 99 FOR 0.4 MILE AND THE STATION
 GC2074'ON THE LEFT AS DESCRIBED. CONTINUE SOUTHEAST ON HIGHWAY 99 FOR 0.4
 GC2074'MILE THE SCHOOL ON THE LEFT AND THE MARK IN REAR STEP AS DESCRIBED.
 GC2074'
 GC2074'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2074
 GC2074                          STATION RECOVERY (1978)
 GC2074
 GC2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GC2074'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 GC2074'THE MONUMENT OF REFERENCE MARK 2 WAS FOUND UPROOTED AND THE DISK
 GC2074'GONE.  THE SCHOOL WHERE THE AZIMUTH MARK WAS SET IS NOW A SMALL
 GC2074'CLOTHING FACTORY AND THE MARK WAS NOT FOUND NOR DID ANYONE HAVE
 GC2074'ANY KNOWLEDGE OF IT.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 GC2074'IN ERROR BY 0.09 OF A FOOT.  REFERENCE MARK 3 WAS SET.  A NEW
 GC2074'DESCRIPTION FOLLOWS--
 GC2074'
 GC2074'THE STATION IS 52 FEET NORTHEAST OF A 40 INCH OAK TREE, 34 FEET
 GC2074'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 99, 6 FEET NORTHWEST
 GC2074'OF THE CENTERLINE OF A FIELD ENTRANCE, 5 FEET SOUTHWEST OF THE EAST
 GC2074'GATE POST, 1 FOOT NORTHEAST OF A METAL WITNESS POST AND 3 FEET
 GC2074'SOUTHEAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GC2074'STAMPED HOLLAND 1950.
 GC2074'
 GC2074'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 99 AND 100
 GC2074'IN HOLLAND, GO SOUTHEAST ON HIGHWAY 99 FOR 0.4 MILE TO THE STATION
 GC2074'ON THE LEFT.
 GC2074'
 GC2074'REFERENCE MARK 1 IS 18 FEET NORTHWEST OF THE CENTERLINE OF PAVED
 GC2074'DRIVE, 49 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 42 FEET
 GC2074'EAST OF THE EAST CORNER OF A HOUSE, 14 FEET EAST OF A 32 INCH
 GC2074'SCYAMORE TREE AND IN A HEDGE ROW.  THE MONUMENT IS FLUSH AND THE
 GC2074'DISK IS STAMPED HOLLAND NO 1 1950.
 GC2074'
 GC2074'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GC2074'MAGNETS, STAMPED HOLLAND 1950 NO 3 1978, PROJECTING 3 INCHES, 7 FEET
 GC2074'SOUTHEAST OF THE CENTERLINE OF THE FIELD ENTRANCE, 1 FOOT SOUTHWEST
 GC2074'OF THE EAST GATE POST AND 39 FEET NORTHEAST OF THE CENTERLINE OF THE
 GC2074'ROAD.
 GC2074'
 GC2074'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GC2074'
 GC2074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2 MILE
 GC2074'SOUTHEAST OF HOLLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0285 ***********************************************************************
 GB0285  DESIGNATION -  HOLLYHILL
 GB0285  PID         -  GB0285
 GB0285  STATE/COUNTY-  KY/MCCREARY
 GB0285  USGS QUAD   -  HOLLYHILL (1982)
 GB0285
 GB0285                         *CURRENT SURVEY CONTROL
 GB0285  ___________________________________________________________________
 GB0285* NAD 83(1993)-  36 42 45.64654(N)    084 19 27.10166(W)     ADJUSTED  
 GB0285* NAVD 88     -       412.687  (meters)    1353.96   (feet)  ADJUSTED  
 GB0285  ___________________________________________________________________
 GB0285  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 GB0285  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GB0285  DYNAMIC HT  -         412.358 (meters)    1352.88  (feet)  COMP
 GB0285  MODELED GRAV-     979,819.6   (mgal)                       NAVD 88
 GB0285
 GB0285  HORZ ORDER  -  THIRD
 GB0285  VERT ORDER  -  SECOND    CLASS 0
 GB0285
 GB0285.The horizontal coordinates were established by classical geodetic methods
 GB0285.and adjusted by the National Geodetic Survey in December 1995..
 GB0285
 GB0285.The orthometric height was determined by differential leveling
 GB0285.and adjusted by the National Geodetic Survey in June 1991..
 GB0285
 GB0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0285
 GB0285.The geoid height was determined by GEOID03.
 GB0285
 GB0285.The dynamic height is computed by dividing the NAVD 88
 GB0285.geopotential number by the normal gravity value computed on the
 GB0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0285.degrees latitude (g = 980.6199 gals.).
 GB0285
 GB0285.The modeled gravity was interpolated from observed gravity values.
 GB0285
 GB0285;                    North         East     Units Scale Factor Converg.
 GB0285;SPC KY1Z     - 1,043,076.510 1,627,398.190   MT  1.00010929   +0 52 31.4
 GB0285;SPC KY1Z     - 3,422,160.18  5,339,222.23   sFT  1.00010929   +0 52 31.4
 GB0285;SPC KY S     -   543,058.787   627,384.875   MT  1.00000381   +0 51 52.9
 GB0285;SPC KY S     - 1,781,685.37  2,058,345.21   sFT  1.00000381   +0 51 52.9
 GB0285;SPC TN       -   265,280.027   749,728.143   MT  1.00006591   +0 58 51.9
 GB0285;SPC TN       -   870,339.56  2,459,733.08   sFT  1.00006591   +0 58 51.9
 GB0285;UTM  16      - 4,066,337.402   739,000.436   MT  1.00030378   +1 36 01.3
 GB0285
 GB0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0285!SPC KY1Z     -   0.99993983  x   1.00010929  =   1.00004911
 GB0285!SPC KY S     -   0.99993983  x   1.00000381  =   0.99994364
 GB0285!SPC TN       -   0.99993983  x   1.00006591  =   1.00000573
 GB0285!UTM  16      -   0.99993983  x   1.00030378  =   1.00024359
 GB0285
 GB0285|---------------------------------------------------------------------|
 GB0285| PID    Reference Object                     Distance      Geod. Az  |
 GB0285|                                                           dddmmss.s |
 GB0285| GB0284 HOLLYHILL RM 1                       22.648 METERS 14008     |
 GB0285| GB0283 HOLLYHILL AZ MK                                    1505240.5 |
 GB0285| GB0286 HOLLYHILL RM 2                       32.132 METERS 26439     |
 GB0285| GB2520 NEW LIBERTY                         APPROX. 4.7 KM 3404327.1 |
 GB0285|---------------------------------------------------------------------|
 GB0285
 GB0285                          SUPERSEDED SURVEY CONTROL
 GB0285
 GB0285  NAD 83(1986)-  36 42 45.65624(N)    084 19 27.10481(W) AD(       ) 3
 GB0285  NAD 27      -  36 42 45.37100(N)    084 19 27.34200(W) AD(       ) 3
 GB0285  NGVD 29 (??/??/92)  412.836  (m)         1354.45   (f) ADJ UNCH    2 0
 GB0285
 GB0285.Superseded values are not recommended for survey control.
 GB0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0285.See file dsdata.txt to determine how the superseded data were derived.
 GB0285
 GB0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF3900066337(NAD 83)
 GB0285_MARKER: DS = TRIANGULATION STATION DISK
 GB0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0285_STAMPING: HOLLYHILL 1950 1354.446
 GB0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0285+STABILITY: SURFACE MOTION
 GB0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0285+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 GB0285
 GB0285  HISTORY     - Date     Condition        Report By
 GB0285  HISTORY     - 1950     MONUMENTED       CGS
 GB0285  HISTORY     - 1951     GOOD             NGS
 GB0285  HISTORY     - 1957     GOOD             NGS
 GB0285  HISTORY     - 1980     GOOD             NGS
 GB0285  HISTORY     - 19960620 GOOD             KYDT
 GB0285
 GB0285                          STATION DESCRIPTION
 GB0285
 GB0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB0285'STATION IS LOCATED ABOUT 9 MILES EAST OF STEARNS AND 9 MILES WEST OF
 GB0285'WILLIAMSBURG NEAR
 GB0285'THE WHITLEY-MCCREARY COUNTY LINE.  IT IS 45 FEET
 GB0285'EAST OF CENTER OF A GRAVEL ROAD, 22
 GB0285'FEET EAST OF A TRIANGLE BLAZED
 GB0285'OAK TREE AND 3 FEET SOUTH OF A WHITE WITNESS POST.
 GB0285'THE MARK PROJECTS
 GB0285'ABOUT 2 INCHES AND THE DISK IS STAMPED HOLLYHILL 1950.
 GB0285'
 GB0285'REFERENCE MARK NO. 1 IS 22 FEET EAST OF CENTER OF GRAVEL ROAD.  THE
 GB0285'MARK PROJECTS ABOUT 6
 GB0285'INCHES AND THE DISK IS STAMPED HOLLYHILL NO 1 1950.
 GB0285'
 GB0285'REFERENCE MARK NO. 2 IS 21 FEET WEST OF CENTER OF GRAVEL ROAD AND 11
 GB0285'FEET NORTHEAST OF A
 GB0285'POWER LINE POLE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 GB0285'THE DISK IS STAMPED HOLLYHILL NO 2 1950.
 GB0285'
 GB0285'AZIMUTH MARK IS 19 FEET SOUTHWEST OF CENTER OF A GRAVEL ROAD, 2 FEET
 GB0285'NORTH OF A WHITE WITNESS
 GB0285'POST NEAR THE EDGE OF A LARGE WOODED AREA.  THE MARK
 GB0285'PROJECTS ABOUT 4 INCHES AND THE
 GB0285'DISK IS STAMPED HOLLYHILL 1950.
 GB0285'
 GB0285'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB0285'HIGHWAY 92, IN THE
 GB0285'SOUTHWEST SECTION OF WILLIAMSBURG, GO SOUTHWEST ON HIGHWAY 92
 GB0285'FOR 9.95 MILES TO A COAL
 GB0285'MINE ON RIGHT, CONTINUE AHEAD ON HIGHWAY FOR
 GB0285'0.8 MILE TO A GRAVEL T ROAD RIGHT , JUST
 GB0285'BEFORE REACHING A CONCRETE
 GB0285'BRIDGE, TURN RIGHT ON GRAVEL ROAD AND GO NORTH FOR 3.45
 GB0285'MILES TO THE
 GB0285'AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE AHEAD ON GRAVEL ROAD FOR
 GB0285'0.3 MILE TO A
 GB0285'TRIANGLE BLAZED OAK TREE AND STATION ON RIGHT AS DESCRIBED.
 GB0285'
 GB0285'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB0285
 GB0285                          STATION RECOVERY (1951)
 GB0285
 GB0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GB0285'11.2 MI E FROM WHITLEY CITY.
 GB0285'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE COURT
 GB0285'HOUSE AT WHITELY CITY, THENCE ABOUT 11.0 MILES EAST AND
 GB0285'SOUTHEAST ALONG A BLACK TOP AND GRAVEL ROAD, ABOUT 0.8 MILE
 GB0285'SOUTHEAST OF THE JUNCTION OF A DIRT ROAD NORTHEAST TO DUCK RUN,
 GB0285'AT THE TOP OF A GRADE, 44 FEET NORTHEAST OF THE CENTER LINE OF
 GB0285'THE ROAD, 21 1/2 FEET NORTHEAST OF A TRIANGULAR BLAZED 8-INCH
 GB0285'OAK TREE, 26 1/2 FEET SOUTH OF TELEPHONE POLE NO. 120, 112 FEET
 GB0285'EAST AND ACROSS ROAD FROM THE FIRST POWER POLE SOUTHEAST OF A
 GB0285'POLE WITH A TRANSFORMER, 5 FEET SOUTH OF A WHITE WOODEN WITNESS
 GB0285'POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GB0285'POST PROJECTING 3 INCHES.
 GB0285
 GB0285                          STATION RECOVERY (1957)
 GB0285
 GB0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0285'RECOVERED IN GOOD CONDITION.
 GB0285
 GB0285                          STATION RECOVERY (1980)
 GB0285
 GB0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB0285'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GB0285'AZIMUTH MARK WAS NOT FOUND AND ASSUMED DESTROYED BY GRADING.  THE
 GB0285'DESCRIPTION IS GOOD WITH THE FOLLOWING.
 GB0285'
 GB0285'THE MARK IS ON THE PROPERTY OF MR. ANDY BEGLEY, ROUTE NO 3, BOX 178,
 GB0285'WILLIAMSBURG, KY. AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 GB0285'
 GB0285'REFERENCE MARK 1 IS 1 FOOT WEST OF A METAL WITNESS POST.
 GB0285'
 GB0285'REFERENCE MARK 2 IS 15 FEET SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY,
 GB0285'10 FEET NORTHEAST OF A POWER TRANSFORMER POLE AND 2 FEET SOUTHWEST OF
 GB0285'A GUY WIRE.
 GB0285
 GB0285                          STATION RECOVERY (1996)
 GB0285
 GB0285'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0285'42 FEET NORTHEAST OF CENTERLINE OF ROAD, 30 FEET SOUTH OF TELEPHONE
 GB0285'POLE, 1 FOOT SOUTHWEST OF METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0284 ***********************************************************************
 GB0284  DESIGNATION -  HOLLYHILL RM 1
 GB0284  PID         -  GB0284
 GB0284  STATE/COUNTY-  KY/MCCREARY
 GB0284  USGS QUAD   -  HOLLYHILL (1982)
 GB0284
 GB0284                         *CURRENT SURVEY CONTROL
 GB0284  ___________________________________________________________________
 GB0284* NAD 83(1986)-  36 42 45.     (N)    084 19 27.     (W)     SCALED    
 GB0284* NAVD 88     -       412.038  (meters)    1351.83   (feet)  ADJUSTED  
 GB0284  ___________________________________________________________________
 GB0284  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GB0284  DYNAMIC HT  -         411.709 (meters)    1350.75  (feet)  COMP
 GB0284  MODELED GRAV-     979,819.6   (mgal)                       NAVD 88
 GB0284
 GB0284  VERT ORDER  -  SECOND    CLASS 0
 GB0284
 GB0284.The horizontal coordinates were scaled from a topographic map and have
 GB0284.an estimated accuracy of +/- 6 seconds.
 GB0284
 GB0284.The orthometric height was determined by differential leveling
 GB0284.and adjusted by the National Geodetic Survey in June 1991..
 GB0284
 GB0284.The geoid height was determined by GEOID03.
 GB0284
 GB0284.The dynamic height is computed by dividing the NAVD 88
 GB0284.geopotential number by the normal gravity value computed on the
 GB0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0284.degrees latitude (g = 980.6199 gals.).
 GB0284
 GB0284.The modeled gravity was interpolated from observed gravity values.
 GB0284
 GB0284;                    North         East    Units  Estimated Accuracy
 GB0284;SPC KY1Z     - 1,043,060.    1,627,400.      MT  (+/- 180 meters Scaled)
 GB0284
 GB0284                          SUPERSEDED SURVEY CONTROL
 GB0284
 GB0284  NGVD 29 (??/??/92)  412.187  (m)         1352.32   (f) ADJ UNCH    2 0
 GB0284
 GB0284.Superseded values are not recommended for survey control.
 GB0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0284.See file dsdata.txt to determine how the superseded data were derived.
 GB0284
 GB0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF390663(NAD 83)
 GB0284_MARKER: DR = REFERENCE MARK DISK
 GB0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0284_STAMPING: HOLLYHILL NO 1 1950 1352.317
 GB0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0284+STABILITY: SURFACE MOTION
 GB0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0284+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 GB0284
 GB0284  HISTORY     - Date     Condition        Report By
 GB0284  HISTORY     - 1950     MONUMENTED       CGS
 GB0284  HISTORY     - 1951     GOOD             NGS
 GB0284  HISTORY     - 1957     GOOD             NGS
 GB0284  HISTORY     - 19960620 GOOD             KYDT
 GB0284
 GB0284                          STATION DESCRIPTION
 GB0284
 GB0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0284'11.2 MI E FROM WHITLEY CITY.
 GB0284'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE COURT
 GB0284'HOUSE AT WHITLEY CITY, THENCE ABOUT 11.0 MILES EAST AND
 GB0284'SOUTHEAST ALONG A BLACK TOP AND GRAVEL ROAD, NEAR THE TOP OF
 GB0284'A GRADE, 74 1/2 FEET SOUTH-SOUTHEAST OF THE STATION MARK, 21 FEET
 GB0284'NORTHEAST OF THE CENTER LINE OF THE ROAD, 65 FEET WEST OF
 GB0284'TELEPHONE POLE NO. 119, 74 FEET SOUTHEAST OF A TRIANGULAR
 GB0284'BLAZED 8-INCH OAK TREE, ABOUT 2 FEET ABOVE THE ROAD AND SET IN
 GB0284'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB0284
 GB0284                          STATION RECOVERY (1957)
 GB0284
 GB0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0284'RECOVERED IN GOOD CONDITION.
 GB0284
 GB0284                          STATION RECOVERY (1996)
 GB0284
 GB0284'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0284'1 FOOT NORTHWEST OF METAL WITNESS POST/SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0286 ***********************************************************************
 GB0286  DESIGNATION -  HOLLYHILL RM 2
 GB0286  PID         -  GB0286
 GB0286  STATE/COUNTY-  KY/MCCREARY
 GB0286  USGS QUAD   -  HOLLYHILL (1982)
 GB0286
 GB0286                         *CURRENT SURVEY CONTROL
 GB0286  ___________________________________________________________________
 GB0286* NAD 83(1986)-  36 42 45.     (N)    084 19 27.     (W)     SCALED    
 GB0286* NAVD 88     -       411.921  (meters)    1351.44   (feet)  ADJUSTED  
 GB0286  ___________________________________________________________________
 GB0286  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GB0286  DYNAMIC HT  -         411.592 (meters)    1350.36  (feet)  COMP
 GB0286  MODELED GRAV-     979,819.6   (mgal)                       NAVD 88
 GB0286
 GB0286  VERT ORDER  -  SECOND    CLASS 0
 GB0286
 GB0286.The horizontal coordinates were scaled from a topographic map and have
 GB0286.an estimated accuracy of +/- 6 seconds.
 GB0286
 GB0286.The orthometric height was determined by differential leveling
 GB0286.and adjusted by the National Geodetic Survey in June 1991..
 GB0286
 GB0286.The geoid height was determined by GEOID03.
 GB0286
 GB0286.The dynamic height is computed by dividing the NAVD 88
 GB0286.geopotential number by the normal gravity value computed on the
 GB0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0286.degrees latitude (g = 980.6199 gals.).
 GB0286
 GB0286.The modeled gravity was interpolated from observed gravity values.
 GB0286
 GB0286;                    North         East    Units  Estimated Accuracy
 GB0286;SPC KY1Z     - 1,043,060.    1,627,400.      MT  (+/- 180 meters Scaled)
 GB0286
 GB0286                          SUPERSEDED SURVEY CONTROL
 GB0286
 GB0286  NGVD 29 (??/??/92)  412.070  (m)         1351.93   (f) ADJ UNCH    2 0
 GB0286
 GB0286.Superseded values are not recommended for survey control.
 GB0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0286.See file dsdata.txt to determine how the superseded data were derived.
 GB0286
 GB0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF390663(NAD 83)
 GB0286_MARKER: DR = REFERENCE MARK DISK
 GB0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0286_STAMPING: HOLLYHILL NO 2 1950 1351.933
 GB0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0286+STABILITY: SURFACE MOTION
 GB0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0286+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 GB0286
 GB0286  HISTORY     - Date     Condition        Report By
 GB0286  HISTORY     - 1950     MONUMENTED       CGS
 GB0286  HISTORY     - 1951     GOOD             NGS
 GB0286  HISTORY     - 1957     GOOD             NGS
 GB0286  HISTORY     - 19960620 GOOD             KYDT
 GB0286
 GB0286                          STATION DESCRIPTION
 GB0286
 GB0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0286'11.2 MI E FROM WHITLEY CITY.
 GB0286'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE COURT HOUSE
 GB0286'AT WHITLEY CITY, THENCE ABOUT 11.0 MILES EAST AND SOUTHEAST ALONG
 GB0286'A BLACK TOP AND GRAVEL ROAD, NEAR THE TOP OF A GRADE, 105 FEET
 GB0286'WEST AND ACROSS ROAD FROM THE STATION MARK, 21 FEET SOUTHWEST OF
 GB0286'THE CENTER LINE OF THE ROAD, 11 FEET NORTHEAST OF THE FIRST POWER
 GB0286'POLE SOUTHEAST OF A POLE WITH A TRANSFORMER, 46 FEET SOUTHEAST
 GB0286'OF A FENCE CORNER, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE
 GB0286'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB0286
 GB0286                          STATION RECOVERY (1957)
 GB0286
 GB0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0286'RECOVERED IN GOOD CONDITION.
 GB0286
 GB0286                          STATION RECOVERY (1996)
 GB0286
 GB0286'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0286'23 FEET SOUTHWEST OF CENTERLINE OF ROAD, 28 FEET NORTHWEST OF CENTER
 GB0286'OF A 25 FEET WIDE GRAVEL DRIVE TO FORMER HOUSE SITE, 10 FEET EAST OF
 GB0286'FIRST POWER POLE SOUTHEAST OF A POWER POLE WITH TRANSFORMER, 2.5 FEET
 GB0286'WEST OF GUY WIRE ANCHOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1529 ***********************************************************************
 GD1529  DESIGNATION -  HOLMES
 GD1529  PID         -  GD1529
 GD1529  STATE/COUNTY-  KY/GRAVES
 GD1529  USGS QUAD   -  WESTPLAINS (1993)
 GD1529
 GD1529                         *CURRENT SURVEY CONTROL
 GD1529  ___________________________________________________________________
 GD1529* NAD 83(1993)-  36 48 06.94794(N)    088 35 42.87863(W)     ADJUSTED  
 GD1529* NAVD 88     -       156.     (meters)     512.     (feet)  SCALED    
 GD1529  ___________________________________________________________________
 GD1529  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 GD1529  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD1529
 GD1529  HORZ ORDER  -  SECOND
 GD1529
 GD1529.The horizontal coordinates were established by classical geodetic methods
 GD1529.and adjusted by the National Geodetic Survey in February 2000..
 GD1529
 GD1529.The orthometric height was scaled from a topographic map.
 GD1529
 GD1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1529
 GD1529.The geoid height was determined by GEOID03.
 GD1529
 GD1529;                    North         East     Units Scale Factor Converg.
 GD1529;SPC KY1Z     - 1,055,879.362 1,246,103.892   MT  1.00007921   -1 44 48.7
 GD1529;SPC KY1Z     - 3,464,164.21  4,088,259.19   sFT  1.00007921   -1 44 48.7
 GD1529;SPC KY S     -   555,825.039   246,126.028   MT  0.99998826   -1 43 31.9
 GD1529;SPC KY S     - 1,823,569.32    807,498.48   sFT  0.99998826   -1 43 31.9
 GD1529;SPC TN       -   276,974.183   368,401.229   MT  1.00009105   -1 31 09.7
 GD1529;SPC TN       -   908,706.13  1,208,663.03   sFT  1.00009105   -1 31 09.7
 GD1529;UTM  16      - 4,074,087.161   357,688.900   MT  0.99984950   -0 57 20.9
 GD1529
 GD1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1529!SPC KY1Z     -   0.99997996  x   1.00007921  =   1.00005917
 GD1529!SPC KY S     -   0.99997996  x   0.99998826  =   0.99996822
 GD1529!SPC TN       -   0.99997996  x   1.00009105  =   1.00007101
 GD1529!UTM  16      -   0.99997996  x   0.99984950  =   0.99982946
 GD1529
 GD1529:                Primary Azimuth Mark                     Grid Az
 GD1529:SPC KY1Z     -  HOLMES AZ MK                             182 47 27.3
 GD1529:SPC KY S     -  HOLMES AZ MK                             182 46 10.5
 GD1529:SPC TN       -  HOLMES AZ MK                             182 33 48.3
 GD1529:UTM  16      -  HOLMES AZ MK                             181 59 59.5
 GD1529
 GD1529|---------------------------------------------------------------------|
 GD1529| PID    Reference Object                     Distance      Geod. Az  |
 GD1529|                                                           dddmmss.s |
 GD1529| CG3488 HOLMES AZ MK                                       1810238.6 |
 GD1529| GD1540 PAYNE                               APPROX.16.2 KM 1980508.6 |
 GD1529| GD1536 MAYFIELD COURTHOUSE SPIRE           APPROX. 7.6 KM 2075431.8 |
 GD1529| GD1537 MAYFIELD GAS ELEC TALLEST STK       APPROX. 8.3 KM 2112135.3 |
 GD1529| CG3490 HOLMES RM 2                          33.437 METERS 21847     |
 GD1529| CG3491 HOLMES RM 3                           3.686 METERS 28534     |
 GD1529| CG3489 HOLMES RM 1                          41.495 METERS 35252     |
 GD1529|---------------------------------------------------------------------|
 GD1529
 GD1529                          SUPERSEDED SURVEY CONTROL
 GD1529
 GD1529  NAD 83(1993)-  36 48 06.94794(N)    088 35 42.87863(W) AD(       ) 2
 GD1529  NAD 83(1986)-  36 48 06.95827(N)    088 35 42.88115(W) AD(       ) 2
 GD1529  NAD 27      -  36 48 06.75800(N)    088 35 42.71400(W) AD(       ) 2
 GD1529
 GD1529.Superseded values are not recommended for survey control.
 GD1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1529.See file dsdata.txt to determine how the superseded data were derived.
 GD1529
 GD1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF5768974087(NAD 83)
 GD1529_MARKER: DS = TRIANGULATION STATION DISK
 GD1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1529_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1529+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 GD1529
 GD1529  HISTORY     - Date     Condition        Report By
 GD1529  HISTORY     - 1934     MONUMENTED       CGS
 GD1529  HISTORY     - 1972     GOOD             TVA
 GD1529  HISTORY     - 1975     GOOD             NGS
 GD1529  HISTORY     - 20060116 GOOD             USACE
 GD1529
 GD1529                          STATION DESCRIPTION
 GD1529
 GD1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1529'TO REACH THE STATION FROM THE COURTHOUSE AT MAYFIELD, TAKE STATE
 GD1529'ROUTE 58 EAST 2.6 MILES AND TURN LEFT ON THE SYMSONIA ROAD AND
 GD1529'CONTINUE 2.9 MILES TO THE HOME OF A. W. HOLMES AND THE STATION, IN
 GD1529'THE NORTHWEST CORNER OF HIS GARDEN, 57.9 FEET SOUTHWEST OF THE
 GD1529'SOUTHWEST CORNER OF HOLMES HOUSE, 39.8 FEET EAST OF THE CENTER OF
 GD1529'THE SYMSONIA ROAD, 12.8 FEET SOUTH OF THE EAST-WEST FENCE OF
 GD1529'THE GARDEN, 9.8 FEET EAST OF THE NORTH-SOUTH FENCE, ABOUT 10
 GD1529'INCHES BELOW THE SURFACE OF THE GROUND.
 GD1529'
 GD1529'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, IN THE NORTHWEST CORNER
 GD1529'OF HOLMES YARD, IN THE SOUTHEAST ANGLE OF THE ROAD AND DRIVEWAY
 GD1529'INTERSECTION.
 GD1529'
 GD1529'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, ON THE WEST SIDE OF
 GD1529'THE SYMSONIA ROAD, ABOUT MIDWAY BETWEEN THE 1ST AND 2ND POLES SOUTH
 GD1529'OF THE STATION, ON TOP OF BANK, AT EDGE OF FIELD.
 GD1529'
 GD1529'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, ALONG THE SYMSONIA
 GD1529'ROAD, OPPOSITE HOME OF G. B. JONES, 150 FEET EAST OF JONES HOME, 30
 GD1529'FEET EAST OF CENTER OF ROAD, ON FENCE LINE.
 GD1529'
 GD1529'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1529
 GD1529                          STATION RECOVERY (1972)
 GD1529
 GD1529'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GD1529'STATION AND RM 1 WAS FOUND IN GOOD CONDITION.  RM 2 WAS NOT FOUND.
 GD1529'AZIMUTH MARK IS DESTROYED, BROKEN OFF, CAP RECOVERED.
 GD1529'
 GD1529'STATION IS 10.2 FEET N60 DEG E OF POWER POLE, 136.2 FEET S DEG 5E OF
 GD1529'RM 1, AND 12.0 FEET E OF STEEL FENCE POST WITH SIGN.  THE IS STATION
 GD1529'IS ABOUT 1 FOOT UNDERGROUND.
 GD1529'
 GD1529'EAST-WEST FENCE LINE IS REMOVED AND THE NORTH-SOUTH FENCE LINE DOES
 GD1529'NOT FIT DESCRIPTION.
 GD1529
 GD1529                          STATION RECOVERY (1975)
 GD1529
 GD1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GD1529'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 GD1529'REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED
 GD1529'BY GRADING.  THE AZIMUTH MARK WAS NOT FOUND AND A REPORT BY THE TVA
 GD1529'STATED THAT THE MARK WAS FOUND UPROOTED AND THE DISK WAS SALVAGED.
 GD1529'NO OBJECT VISIBLE FROM WHICH A NEW AZIMUTH MARK COULD BE SET.
 GD1529'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY 0.78
 GD1529'OF A FOOT.  REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION
 GD1529'FOLLOWS--
 GD1529'
 GD1529'THE STATION IS 25 FEET SOUTHWEST OF A 10 INCH MAPLE TREE, 11 FEET
 GD1529'EAST OF A FENCE AND A METAL WITNESS POST, 9 FEET NORTHEAST OF A
 GD1529'POWER POLE, 39 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 131,
 GD1529'150 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 58 FEET
 GD1529'SOUTHWEST OF THE SOUTHWEST BRICK PILLAR OF PORCH OF A BRICK
 GD1529'HOUSE.  THE MONUMENT IS 8 INCHES UNDERGROUND AND THE DISK IS
 GD1529'STAMPED HOLMES 1934.
 GD1529'
 GD1529'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 58, 80 AND
 GD1529'131 (2-1/2 MILES EAST OF MAYFIELD), GO NORTH ON STATE HIGHWAY 131
 GD1529'FOR 2.9 MILES TO THE STATION ON THE RIGHT.
 GD1529'
 GD1529'REFERENCE MARK 1 IS 13 FEET SOUTH OF THE CENTERLINE OF THE
 GD1529'DRIVEWAY, 86 FEET NORTHWEST OF THE NORTH PILLAR OF THE PORCH, 20
 GD1529'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 52 FEET SOUTHWEST OF
 GD1529'A FIRE HYDRANT.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK
 GD1529'IS STAMPED HOLMES NO 1 1934.
 GD1529'
 GD1529'REFERENCE MARK 3 IS A STANDARD PRE CAST ALUMINUM MONUMENT PROJECTING
 GD1529'3 INCHES, STAMPED HOLMES 1934 NO 3 1975.  IT IS 8 FEET NORTHWEST OF
 GD1529'THE POWER POLE, 1 FOOT WEST OF THE FENCE, 3 FEET NORTH OF THE METAL
 GD1529'WITNESS POST AND 28 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 GD1529'
 GD1529'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 GD1529'NORTHEAST OF MAYFIELD.
 GD1529'
 GD1529'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GD1529
 GD1529                          STATION RECOVERY (2006)
 GD1529
 GD1529'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2006 (DLB)
 GD1529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2366 ***********************************************************************
 HZ2366  DESIGNATION -  HOLTON RESET
 HZ2366  PID         -  HZ2366
 HZ2366  STATE/COUNTY-  KY/BRACKEN
 HZ2366  USGS QUAD   -  BERLIN (1952)
 HZ2366
 HZ2366                         *CURRENT SURVEY CONTROL
 HZ2366  ___________________________________________________________________
 HZ2366* NAD 83(1993)-  38 38 47.69840(N)    084 11 24.90266(W)     ADJUSTED  
 HZ2366* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 HZ2366  ___________________________________________________________________
 HZ2366  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 HZ2366  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ2366
 HZ2366  HORZ ORDER  -  FIRST
 HZ2366
 HZ2366.The horizontal coordinates were established by classical geodetic methods
 HZ2366.and adjusted by the National Geodetic Survey in April 1998..
 HZ2366
 HZ2366.The orthometric height was scaled from a topographic map.
 HZ2366
 HZ2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2366
 HZ2366.The geoid height was determined by GEOID03.
 HZ2366
 HZ2366;                    North         East     Units Scale Factor Converg.
 HZ2366;SPC KY1Z     - 1,257,873.747 1,635,778.078   MT  0.99999522   +0 57 27.4
 HZ2366;SPC KY1Z     - 4,126,874.12  5,366,715.24   sFT  0.99999522   +0 57 27.4
 HZ2366;SPC KY N     -   127,270.217   505,201.341   MT  0.99996696   +0 02 13.8
 HZ2366;SPC KY N     -   417,552.37  1,657,481.40   sFT  0.99996696   +0 02 13.8
 HZ2366;UTM  16      - 4,281,304.820   744,528.595   MT  1.00033640   +1 45 20.2
 HZ2366
 HZ2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2366!SPC KY1Z     -   0.99995939  x   0.99999522  =   0.99995461
 HZ2366!SPC KY N     -   0.99995939  x   0.99996696  =   0.99992635
 HZ2366!UTM  16      -   0.99995939  x   1.00033640  =   1.00029577
 HZ2366
 HZ2366|---------------------------------------------------------------------|
 HZ2366| PID    Reference Object                     Distance      Geod. Az  |
 HZ2366|                                                           dddmmss.s |
 HZ2366| DC2189 HOLTON RM 3                          37.820 METERS 03643     |
 HZ2366| DC2186 HOLTON AZ MK                                       0445440.4 |
 HZ2366| DC2187 HOLTON RM 1                          39.335 METERS 14131     |
 HZ2366| DC2188 HOLTON RM 2                          43.839 METERS 30249     |
 HZ2366| DC2190 HOLTON RM 4                          54.986 METERS 33045     |
 HZ2366|---------------------------------------------------------------------|
 HZ2366
 HZ2366                          SUPERSEDED SURVEY CONTROL
 HZ2366
 HZ2366  NAD 83(1993)-  38 38 47.69871(N)    084 11 24.90333(W) AD(       ) 1
 HZ2366  NAD 83(1986)-  38 38 47.70453(N)    084 11 24.91283(W) AD(       ) 1
 HZ2366  NAD 27      -  38 38 47.44100(N)    084 11 25.15400(W) AD(       ) 1
 HZ2366
 HZ2366.Superseded values are not recommended for survey control.
 HZ2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2366.See file dsdata.txt to determine how the superseded data were derived.
 HZ2366
 HZ2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH4452981305(NAD 83)
 HZ2366_MARKER: DS = TRIANGULATION STATION DISK
 HZ2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2366_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2366
 HZ2366  HISTORY     - Date     Condition        Report By
 HZ2366  HISTORY     - 1935     MONUMENTED       CGS
 HZ2366  HISTORY     - 1949     GOOD             CGS
 HZ2366  HISTORY     - 1952     GOOD             USGS
 HZ2366
 HZ2366                          STATION DESCRIPTION
 HZ2366
 HZ2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2366'THE STATION IS ON THE PROPERTY OF DR. HARRY HOLTON OF CINCINNATI
 HZ2366'OHIO, 0.4 MILE ENE OF WESLEY CHAPEL METHODIST CHURCH AND CEMETERY.
 HZ2366'THE STATION MARK IS ABOUT 70 YARDS S OF STATE HIGHWAY 22, 55 YARDS
 HZ2366'SSW OF THE SW CORNER OF SMALL HOUSE, 43 YARDS SSW OF A 26 INCH ELM
 HZ2366'TREE, 18 FEET NNE OF THE CENTER LINE DIM FARM ROAD AND PROJECTS
 HZ2366'ABOUT 2 INCHES.
 HZ2366'
 HZ2366'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2366'DISKS SET IN CONCRETE.
 HZ2366'
 HZ2366'REFERENCE MARK NO.1 IS SSE OF THE STATION ALONG DIM FARM ROAD AND 5
 HZ2366'FEET SW OF THE CENTER LINE OF SAME AND PROJECTS ABOUT 4 INCHES.
 HZ2366'
 HZ2366'REFERENCE MARK NO.2 IS NW OF THE STATION ALONG DIM FARM LAND AND 6
 HZ2366'FEET SW OF THE CENTER LINE OF SAME AND PROJECTS ABOUT 2 INCHES.
 HZ2366'
 HZ2366'AZIMUTH MARK IS NE OF THE STATION ALONG RIGHT OF WAY OF STATE HIGHWAY
 HZ2366'22 AND 35 FEET SE OF THE CENTER LINE OF SAME, 250 FEET SW OF THE SW
 HZ2366'CORNER OF MR. JOHNSONS HOUSE, 0.25 MILE BY ROAD FROM THE STATION.
 HZ2366'
 HZ2366'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 HZ2366'STATE HIGHWAY 22 IN FALMOUTH--GO E ON HIGHWAY 22 FOR 9.5 MILES TO
 HZ2366'GRAVEL T ROAD LEFT AT SMALL SETTLEMENT.  CONTINUE E ON HIGHWAY 22 FOR
 HZ2366'0.15 MILE TO DIM FARM ROAD RIGHT.  TURN RIGHT FOR ABOUT 250 FEET TO
 HZ2366'HIGHEST POINT AND STATION.
 HZ2366'
 HZ2366'A 50 FOOT TOWER WILL CLEAR ALL LINES.
 HZ2366'
 HZ2366'NO NATURAL OBJECTS ARE VISIBLE FROM GROUND.
 HZ2366'
 HZ2366'NOTE--STATIONS ELLIS, LINVILLE AND KELAT ARE VISIBLE FROM GROUND.
 HZ2366
 HZ2366                          STATION RECOVERY (1949)
 HZ2366
 HZ2366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2366'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HZ2366'GOOD CONDITION, EXCEPT REFERENCE MARKS NO.1 AND NO.2 WHICH WERE
 HZ2366'DESTROYED.  REFERENCE MARKS NO.3 AND NO.4 WERE ESTABLISHED AT THIS
 HZ2366'TIME.  SURFACE MARK WAS LOWERED BELOW THE SURFACE OF THE GROUND AT
 HZ2366'THIS TIME, HOLDING ORIGINAL POINT.  DISTANCE AND DIRECTION TO THE
 HZ2366'AZIMUTH MARK WERE CHECKED AS NOTED ABOVE.
 HZ2366'
 HZ2366'STATION IS LOCATED ABOUT 18 MILES NORTH OF CYNTHIANA AND 8 MILES EAST
 HZ2366'OF FALMOUTH IN A CULTIVATED FIELD WHICH IS THE PROPERTY OF HARRY
 HZ2366'HOLTON.  IT IS 125 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 HZ2366'IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 HZ2366'STAMPED HOLTON 1935 1949.
 HZ2366'
 HZ2366'REFERENCE MARK NO.3 IS 124.08 FEET NORTHEAST OF STATION, 50 FEET
 HZ2366'SOUTH OF CENTER OF STATE HIGHWAY 22 AND 2 FEET SOUTH OF A WHITE
 HZ2366'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 HZ2366'STAMPED HOLTON NO 3 1949.
 HZ2366'
 HZ2366'REFERENCE MARK NO.4 IS 180.40 FEET NORTHWEST OF STATION, 45 FEET
 HZ2366'NORTHWEST OF A POWER POLE AND 24 FEET SOUTH OF CENTER OF HIGHWAY 22.
 HZ2366'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HOLTON NO
 HZ2366'4 1949.
 HZ2366'
 HZ2366'AZIMUTH MARK IS 0.25 MILE NORTHEAST OF STATION, 250 FEET SOUTHWEST OF
 HZ2366'THE SOUTHWEST CORNER OF A FRAME HOUSE, 26 FEET SOUTHEAST OF CENTER
 HZ2366'OF HIGHWAY 22 AND 1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK
 HZ2366'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED HOLTON 1935.
 HZ2366'
 HZ2366'TO REACH STATION FROM THE POST OFFICE IN FALMOUTH, GO EAST ON STATE
 HZ2366'HIGHWAY 22 FOR 9.1 MILES TO A SMALL CHURCH ON LEFT, CONTINUE AHEAD
 HZ2366'ON HIGHWAY FOR 0.35 MILE TO A T ROAD RIGHT AND SMALL STORE, CONTINUE
 HZ2366'AHEAD ON HIGHWAY FOR 0.15 MILE TO A FARM ROAD RIGHT, TURN RIGHT ON
 HZ2366'DIRT ROAD AND GO TO THE TOP OF A SMALL KNOLL IN FIELD AND STATION AS
 HZ2366'DESCRIBED.
 HZ2366'
 HZ2366'TO REACH AZIMUTH MARK FROM STATION, RETURN TO HIGHWAY, TURN RIGHT AND
 HZ2366'GO NORTHEAST FOR 0.25 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 HZ2366'
 HZ2366'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
 HZ2366
 HZ2366                          STATION RECOVERY (1952)
 HZ2366
 HZ2366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952 (MAH)
 HZ2366'STATION MARK WAS FOUND TO BE ABOUT 1 FOOT UNDERGROUND INSTEAD OF 2
 HZ2366'INCHES ABOVE AS DESCRIBED.
 HZ2366'
 HZ2366'RM 1 AND RM 2 WERE NOT FOUND AND PROBABLY WERE REMOVED.  RM 3 AND RM
 HZ2366'4 WERE FOUND NE AND NW OF THE STATION MARK.  RM 3 IS LOCATED ABOUT
 HZ2366'125 MIN NE OF THE STATION AND IS LOCATED AT THE BASE OF A LARGE
 HZ2366'HICKORY TREE.  RM 3 IS NOW A USGS BENCH MARK.  RM 4 IS LOCATED
 HZ2366'ABOUT 180 MIN NW OF STATION MARK, IN FENCE LINE S OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2974 ***********************************************************************
 GZ2974  DESIGNATION -  HOLTZCLAW
 GZ2974  PID         -  GZ2974
 GZ2974  STATE/COUNTY-  KY/PULASKI
 GZ2974  USGS QUAD   -  BOBTOWN (1987)
 GZ2974
 GZ2974                         *CURRENT SURVEY CONTROL
 GZ2974  ___________________________________________________________________
 GZ2974* NAD 83(1993)-  37 09 35.64561(N)    084 37 13.40158(W)     ADJUSTED  
 GZ2974* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 GZ2974  ___________________________________________________________________
 GZ2974  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 GZ2974  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GZ2974
 GZ2974  HORZ ORDER  -  SECOND
 GZ2974
 GZ2974.The horizontal coordinates were established by classical geodetic methods
 GZ2974.and adjusted by the National Geodetic Survey in December 1995..
 GZ2974
 GZ2974.The orthometric height was scaled from a topographic map.
 GZ2974
 GZ2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2974
 GZ2974.The geoid height was determined by GEOID03.
 GZ2974
 GZ2974;                    North         East     Units Scale Factor Converg.
 GZ2974;SPC KY1Z     - 1,092,343.657 1,600,333.391   MT  0.99998256   +0 41 36.7
 GZ2974;SPC KY1Z     - 3,583,797.48  5,250,427.13   sFT  0.99998256   +0 41 36.7
 GZ2974;SPC KY S     -   592,327.059   600,330.184   MT  0.99995000   +0 41 06.2
 GZ2974;SPC KY S     - 1,943,326.36  1,969,583.28   sFT  0.99995000   +0 41 06.2
 GZ2974;UTM  16      - 4,115,262.342   711,300.779   MT  1.00015003   +1 26 16.5
 GZ2974
 GZ2974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2974!SPC KY1Z     -   0.99994031  x   0.99998256  =   0.99992287
 GZ2974!SPC KY S     -   0.99994031  x   0.99995000  =   0.99989032
 GZ2974!UTM  16      -   0.99994031  x   1.00015003  =   1.00009033
 GZ2974
 GZ2974|---------------------------------------------------------------------|
 GZ2974| PID    Reference Object                     Distance      Geod. Az  |
 GZ2974|                                                           dddmmss.s |
 GZ2974| DC2192 HOLTZCLAW RM 1                       20.248 METERS 13747     |
 GZ2974| GZ2977 SOMERSET PULASKI CO CTHSE DOME      APPROX. 7.6 KM 1693624.8 |
 GZ2974| DC2193 HOLTZCLAW RM 2                       16.862 METERS 23906     |
 GZ2974| DC2191 HOLTZCLAW AZ MK                                    2400925.5 |
 GZ2974|---------------------------------------------------------------------|
 GZ2974
 GZ2974                          SUPERSEDED SURVEY CONTROL
 GZ2974
 GZ2974  NAD 83(1986)-  37 09 35.65399(N)    084 37 13.40777(W) AD(       ) 2
 GZ2974  NAD 27      -  37 09 35.36800(N)    084 37 13.60600(W) AD(       ) 2
 GZ2974
 GZ2974.Superseded values are not recommended for survey control.
 GZ2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2974.See file dsdata.txt to determine how the superseded data were derived.
 GZ2974
 GZ2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1130115262(NAD 83)
 GZ2974_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ2974_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GZ2974
 GZ2974  HISTORY     - Date     Condition        Report By
 GZ2974  HISTORY     - 1950     MONUMENTED       CGS
 GZ2974
 GZ2974                          STATION DESCRIPTION
 GZ2974
 GZ2974'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2974'STATION IS LOCATED ABOUT 5 MILES NORTH OF SOMERSET ON THE HIGHEST
 GZ2974'POINT OF A POINTED HILL LOCALLY KNOWN AS HOLTZCLAW KNOB. IT IS 20
 GZ2974'FEET SOUTH OF A 15 INCH OAK TREE, 16 FEET NORTHEAST OF A 15 INCH OAK
 GZ2974'TREE AND 16 FEET WEST OF ANOTHER 15 INCH OAK TREE WITH A TRIANGLE
 GZ2974'BLAZED ON THE SOUTH SIDE. THE MARK IS A 6 INCH CAST IRON PIPE THAT
 GZ2974'PROJECTS ABOUT 6 INCHES WITH A DISK CEMENTED IN THE TOP STAMPED
 GZ2974'HOLTZCLAW 1950.
 GZ2974'
 GZ2974'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL AND 10 FEET
 GZ2974'NORTHWEST OF A 30 INCH GUM TREE. THE DISK IS SET IN A DRILL HOLE IN
 GZ2974'BED ROCK THAT PROJECTS ABOUT ONE FOOT AND IS STAMPED HOLTZCLAW NO 1
 GZ2974'1950.
 GZ2974'
 GZ2974'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL AND 8 FEET
 GZ2974'SOUTHWEST OF A 10 INCH OAK TREE. THE DISK IS SET IN A DRILL HOLE IN
 GZ2974'A BOULDER THAT PROJECTS ABOUT 3 FEET AND IS STAMPED HOLTZCLAW NO 2
 GZ2974'1950.
 GZ2974'
 GZ2974'AZIMUTH MARK IS 64 FEET NORTH OF A TELEPHONE POLE, 21 FEET SOUTH OF
 GZ2974'THE CENTER OF A ROAD, 13 FEET SOUTH OF A FENCE CORNER AND 4
 GZ2974'FEET SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES
 GZ2974'AND THE DISK IS STAMPED HOLTZCLAW 1950.
 GZ2974'
 GZ2974'TO REACH THE STATION FROM THE COURTHOUSE AND PUBLIC SQUARE IN
 GZ2974'SOMERSET GO NORTH ON U.S.HIGHWAY 27 FOR 5.0 MILES TO A T- ROAD
 GZ2974'RIGHT, TURN RIGHT AND GO 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT
 GZ2974'AS DESCRIBED, CONTINUE 0.45 MILE TO A LANE LEFT , TURN LEFT AND GO
 GZ2974'0.1 MILE TO A FARMHOUSE AND END OF TRUCK TRAVEL. FROM HERE TURN
 GZ2974'RIGHT, PASS THROUGH POLE GATE, AND FOLLOW A FOOT TRAIL AROUND THE
 GZ2974'EAST SIDE OF AN OLD QUARRY TO THE TOP OF THE HILL AND STATION AS
 GZ2974'DESCRIBED. (ABOUT 15 MINUTE PACK.)
 GZ2974'
 GZ2974'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2420 ***********************************************************************
 GC2420  DESIGNATION -  HOMER
 GC2420  PID         -  GC2420
 GC2420  STATE/COUNTY-  KY/LOGAN
 GC2420  USGS QUAD   -  HOMER (1982)
 GC2420
 GC2420                         *CURRENT SURVEY CONTROL
 GC2420  ___________________________________________________________________
 GC2420* NAD 83(1993)-  36 57 43.22619(N)    086 47 26.66206(W)     ADJUSTED  
 GC2420* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 GC2420  ___________________________________________________________________
 GC2420  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 GC2420  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GC2420
 GC2420  HORZ ORDER  -  THIRD
 GC2420
 GC2420.The horizontal coordinates were established by classical geodetic methods
 GC2420.and adjusted by the National Geodetic Survey in December 1995..
 GC2420
 GC2420.The orthometric height was scaled from a topographic map.
 GC2420
 GC2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2420
 GC2420.The geoid height was determined by GEOID03.
 GC2420
 GC2420;                    North         East     Units Scale Factor Converg.
 GC2420;SPC KY1Z     - 1,070,291.036 1,407,314.996   MT  1.00003124   -0 38 20.3
 GC2420;SPC KY1Z     - 3,511,446.51  4,617,165.95   sFT  1.00003124   -0 38 20.3
 GC2420;SPC KY S     -   570,276.598   407,320.961   MT  0.99996637   -0 37 52.2
 GC2420;SPC KY S     - 1,870,982.47  1,336,352.19   sFT  0.99996637   -0 37 52.2
 GC2420;UTM  16      - 4,090,678.182   518,628.451   MT  0.99960427   +0 07 33.0
 GC2420
 GC2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2420!SPC KY1Z     -   0.99997240  x   1.00003124  =   1.00000363
 GC2420!SPC KY S     -   0.99997240  x   0.99996637  =   0.99993877
 GC2420!UTM  16      -   0.99997240  x   0.99960427  =   0.99957668
 GC2420
 GC2420|---------------------------------------------------------------------|
 GC2420| PID    Reference Object                     Distance      Geod. Az  |
 GC2420|                                                           dddmmss.s |
 GC2420| CG6101 HOMER RM 1                           27.433 METERS 01535     |
 GC2420| CG6100 HOMER AZ MK                                        0201155.7 |
 GC2420| HA1434 PEACH ORCHARD                       APPROX.12.0 KM 0414230.6 |
 GC2420| CG6103 HOMER RM 3                            8.047 METERS 19244     |
 GC2420| CG6102 HOMER RM 2                           29.145 METERS 24317     |
 GC2420|---------------------------------------------------------------------|
 GC2420
 GC2420                          SUPERSEDED SURVEY CONTROL
 GC2420
 GC2420  NAD 83(1986)-  36 57 43.23591(N)    086 47 26.66776(W) AD(       ) 3
 GC2420  NAD 27      -  36 57 43.09400(N)    086 47 26.65700(W) AD(       ) 3
 GC2420
 GC2420.Superseded values are not recommended for survey control.
 GC2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2420.See file dsdata.txt to determine how the superseded data were derived.
 GC2420
 GC2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1862890678(NAD 83)
 GC2420_MARKER: DS = TRIANGULATION STATION DISK
 GC2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2420
 GC2420  HISTORY     - Date     Condition        Report By
 GC2420  HISTORY     - 1952     MONUMENTED       CGS
 GC2420  HISTORY     - 1977     GOOD             NGS
 GC2420
 GC2420                          STATION DESCRIPTION
 GC2420
 GC2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2420'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF RUSSELLVILLE AND 8
 GC2420'MILES NORTHWEST OF AUBURN.  IT IS 39 FEET NORTHEAST OF THE CENTER OF
 GC2420'STATE HIGHWAY 105, 18 FEET SOUTHWEST OF AN 18 INCH OAK TREE AND FENCE
 GC2420'CORNER, 3 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 GC2420'NORTHWEST OF A FENCE.  THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS
 GC2420'STAMPED HOMER 1952.
 GC2420'
 GC2420'REFERENCE MARK NO. 1 IS 37 FEET NORTHEAST OF THE CENTER OF THE
 GC2420'HIGHWAY AND 1 FOOT NORTHWEST OF A FENCE LINE.  THE MARK PROJECTS
 GC2420'ABOUT 2 INCHES AND THE DISK IS STAMPED HOMER NO. 1 1952.
 GC2420'
 GC2420'REFERENCE MARK NO. 2 IS 36 FEET SOUTHWEST OF THE CENTER OF THE
 GC2420'HIGHWAY AND 1 FOOT NORTHEAST OF A FENCE.  THE MARK PROJECTS
 GC2420'ABOUT 2 INCHES AND THE DISK IS STAMPED HOMER NO. 2 1952.
 GC2420'
 GC2420'AZIMUTH MARK IS 25 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 105,
 GC2420'4 FEET WEST OF A WHITE WITNESS POST AND 3 FEET NORTHWEST OF A
 GC2420'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2420'HOMER 1952.
 GC2420'
 GC2420'31 JJS (USGS) B.M. IS 31 FEET NORTHWEST OF THE CENTER OF STATE
 GC2420'HIGHWAY 105, 19 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 10
 GC2420'FEET SOUTH OF A POWER LINE POLE.  THE MARK IS AN 8 X 8 INCH CONCRETE
 GC2420'POST WITH A STANDARD BRONZE U.S.  GEOLOGICAL SURVEY DISK WHICH
 GC2420'IS STAMPED 31 JJS 1950 (630 FEET ABOVE SEA LEVEL).
 GC2420'
 GC2420'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC2420'HIGHWAY 103 IN AUBURN, GO NORTH AND WEST ON HIGHWAY 103 FOR 8.2
 GC2420'MILES TO THE JUNCTION WITH STATE HIGHWAY 105 IN THE VILLAGE OF CHAPEL
 GC2420'HILL, TURN RIGHT AND GO NORTH ON HIGHWAY 105 FOR 0.95 MILE TO
 GC2420'THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR
 GC2420'0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 GC2420'CONTINUE ON HIGHWAY 0.1 MILE TO A GRAVEL SIDE ROAD LEFT AND 31 JJS
 GC2420'(USGS) B.M.  ON THE LEFT AS DESCRIBED.
 GC2420'
 GC2420'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2420
 GC2420                          STATION RECOVERY (1977)
 GC2420
 GC2420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC2420'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 GC2420'REFERENCE MARK 2 WAS NOT FOUND AND IS ASSUMED TO HAVE BEEN DESTROYED
 GC2420'BY GRADING.  THE AZIMUTH MARK WAS NOT FOUND (LINE OF SIGHT TO
 GC2420'STATION OBSTRUCTED BY TREES AND COULD NOT BE SEARCHED FOR BY
 GC2420'ANGLE) AND ASSUMED TO HAVE BEEN DESTROYED.  31 JJS(USGS) B. M. WAS
 GC2420'FOUND DESTROYED.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO
 GC2420'BE IN ERROR BY 0.06 OF A FOOT.  REFERENCE MARK 3 WAS SET.  A
 GC2420'NEW DESCRIPTION FOLLOWS--
 GC2420'
 GC2420'THE STATION MARK IS LOCATED ON ROAD RIGHT-OF-WAY, 18 FEET NORTH
 GC2420'OF A FENCE CORNER AND A 16 INCH OAK TREE, 18 FEET SOUTH OF A 24
 GC2420'INCH OAK TREE, 1 FOOT WEST OF A METAL WITNESS POST AND FENCE AND
 GC2420'39 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 79.  THE MONUMENT
 GC2420'IS FLUSH AND THE DISK IS STAMPED HOMER 1952.
 GC2420'
 GC2420'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 79 AND 103
 GC2420'AT THE SMALL SETTLEMENT OF CHAPEL HILL, GO NORTH ON HIGHWAY 79 FOR
 GC2420'0.95 MILE TO THE STATION ON THE RIGHT.
 GC2420'
 GC2420'REFERENCE MARK 1 IS 28 FEET NORTH OF A 12 INCH CEDAR TREE, 1 FOOT
 GC2420'WEST OF THE FENCE AND 37 FEET NORTHEAST OF THE CENTERLINE OF THE
 GC2420'HIGHWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HOMER NO 1
 GC2420'1952.
 GC2420'
 GC2420'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GC2420'MAGNETS, STAMPED HOMER 1952 NO 3 1977, PROJECTING 2 INCHES, 8 FEET
 GC2420'SOUTH OF THE OAK TREE AND FENCE CORNER, 1 FOOT WEST OF THE FENCE,
 GC2420'6 FEET NORTHWEST OF A 10 INCH HICKORY TREE AND 40 FEET EAST OF THE
 GC2420'CENTERLINE OF THE HIGHWAY.
 GC2420'
 GC2420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 GC2420'NORTHWEST OF AUBURN.
 GC2420'
 GC2420'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2938 ***********************************************************************
 GZ2938  DESIGNATION -  HONEY
 GZ2938  PID         -  GZ2938
 GZ2938  STATE/COUNTY-  KY/LAUREL
 GZ2938  USGS QUAD   -  LONDON (1969)
 GZ2938
 GZ2938                         *CURRENT SURVEY CONTROL
 GZ2938  ___________________________________________________________________
 GZ2938* NAD 83(1993)-  37 07 45.40179(N)    084 05 40.95228(W)     ADJUSTED  
 GZ2938* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 GZ2938  ___________________________________________________________________
 GZ2938  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 GZ2938  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ2938
 GZ2938  HORZ ORDER  -  SECOND
 GZ2938
 GZ2938.The horizontal coordinates were established by classical geodetic methods
 GZ2938.and adjusted by the National Geodetic Survey in December 1995..
 GZ2938
 GZ2938.The orthometric height was scaled from a topographic map.
 GZ2938
 GZ2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2938
 GZ2938.The geoid height was determined by GEOID03.
 GZ2938
 GZ2938;                    North         East     Units Scale Factor Converg.
 GZ2938;SPC KY1Z     - 1,089,642.332 1,647,081.117   MT  0.99998932   +1 00 58.6
 GZ2938;SPC KY1Z     - 3,574,934.88  5,403,798.63   sFT  0.99998932   +1 00 58.6
 GZ2938;SPC KY S     -   589,617.309   647,075.780   MT  0.99995176   +1 00 13.9
 GZ2938;SPC KY S     - 1,934,436.12  2,122,947.79   sFT  0.99995176   +1 00 13.9
 GZ2938;UTM  16      - 4,113,165.517   758,093.344   MT  1.00042066   +1 45 16.7
 GZ2938
 GZ2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2938!SPC KY1Z     -   0.99993728  x   0.99998932  =   0.99992660
 GZ2938!SPC KY S     -   0.99993728  x   0.99995176  =   0.99988905
 GZ2938!UTM  16      -   0.99993728  x   1.00042066  =   1.00035792
 GZ2938
 GZ2938|---------------------------------------------------------------------|
 GZ2938| PID    Reference Object                     Distance      Geod. Az  |
 GZ2938|                                                           dddmmss.s |
 GZ2938| DC2198 HONEY RM 1                           42.428 METERS 00023     |
 GZ2938| GZ2939 I75 T 43                              7.710 METERS 01929     |
 GZ2938| DC2199 HONEY RM 2                           25.256 METERS 14049     |
 GZ2938| GZ2937 LONDON STATE POLICE RADIO MAST      APPROX. 2.2 KM 3305258.3 |
 GZ2938| DC2197 HONEY AZ MK                                        3332724.9 |
 GZ2938|---------------------------------------------------------------------|
 GZ2938
 GZ2938                          SUPERSEDED SURVEY CONTROL
 GZ2938
 GZ2938  NAD 83(1986)-  37 07 45.40879(N)    084 05 40.95727(W) AD(       ) 2
 GZ2938  NAD 27      -  37 07 45.09000(N)    084 05 41.20800(W) AD(       ) 2
 GZ2938
 GZ2938.Superseded values are not recommended for survey control.
 GZ2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2938.See file dsdata.txt to determine how the superseded data were derived.
 GZ2938
 GZ2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG5809313166(NAD 83)
 GZ2938_MARKER: DS = TRIANGULATION STATION DISK
 GZ2938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2938
 GZ2938  HISTORY     - Date     Condition        Report By
 GZ2938  HISTORY     - 1950     MONUMENTED       CGS
 GZ2938  HISTORY     - 1970     MARK NOT FOUND   USFS
 GZ2938  HISTORY     - 1970     GOOD             NGS
 GZ2938  HISTORY     - 1977     GOOD             NGS
 GZ2938
 GZ2938                          STATION DESCRIPTION
 GZ2938
 GZ2938'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2938'STATION IS LOCATED ON A HIGH HILL NEAR AN OLD CEMETERY ABOUT 0.75
 GZ2938'MILE WEST OF THE CENTER OF LONDON. IT IS 59 FEET WEST OF THE
 GZ2938'CEMETERY FENCELINE, 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT
 GZ2938'SOUTH OF A FENCELINE. THE MARK IS FLUSH WITH THE GROUND AND
 GZ2938'THE DISK IS STAMPED HONEY 1950.
 GZ2938'
 GZ2938'REFERENCE MARK NO. 1 IS 9 FEET NORTH OF A FENCE CORNER AND 1 FOOT
 GZ2938'WEST OF THE CEMETERY FENCE LINE. THE MARK IS FLUSH WITH THE
 GZ2938'GROUND AND THE DISK IS STAMPED HONEY NO 1 1950.
 GZ2938'
 GZ2938'REFERENCE MARK NO. 2 IS 71 FEET SOUTH OF A FENCE LINE AND 51 FEET
 GZ2938'EAST OF A FENCE LINE. THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GZ2938'DISK IS STAMPED HONEY NO 2 1950.
 GZ2938'
 GZ2938'AZIMUTH MARK IS SET FLUSH IN THE CONCRETE BASE OF THE FLAG POLE IN
 GZ2938'FRONT OF THE STATE POLICE STATION LOCATED IN THE NORTHWEST
 GZ2938'ANGLE OF U.S.HIGHWAY 25 AND STATE HIGHWAY 80 ABOUT 1 MILE NORTHWEST
 GZ2938'OF LONDON.
 GZ2938'
 GZ2938'TO REACH THE STATION FROM THE COURTHOUSE IN LONDON GO NORTH ON
 GZ2938'U.S.HIGHWAY 25 FOR 0.5 MILE TO 13TH. STREET, TURN LEFT ON
 GZ2938'13TH. STREET AND GO 0.05 MILE TO A T-ROAD INTERSECTION, TURN RIGHT,
 GZ2938'THEN LEFT UP STEEP HILL ABOUT 0.3 MILE THROUGH AN OLD CEMETERY
 GZ2938'TO THE STATION AS DESCRIBED.
 GZ2938'
 GZ2938'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GZ2938
 GZ2938                          STATION RECOVERY (1970)
 GZ2938
 GZ2938'RECOVERY NOTE BY US FOREST SERVICE 1970 (NGR)
 GZ2938'HUNTED FOR 1/2 HOUR - NOT FOUND - CEMETERY STILL THERE - BUT LOCAL
 GZ2938'DESCRIPTION INADEQUATE.
 GZ2938
 GZ2938                          STATION RECOVERY (1970)
 GZ2938
 GZ2938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GZ2938'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 GZ2938'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS NOT
 GZ2938'FOUND AND IS BELIEVED DESTROYED BY GRADING OPERATIONS AT THE TIME
 GZ2938'THE AREA WAS CLEARED FOR THE ERECTION OF A COMMUNICATIONS TOWER BY
 GZ2938'THE KENTUCKY TELEPHONE COMPANY AND A LOCAL T. V. CABLEVISION
 GZ2938'MAST.  THE AZIMUTH MARK IS NOW OBSTRUCTED BY TREES AND IT IS
 GZ2938'DOUBTFULL IF THE MARK CAN AGAIN BE MADE INTERVISIBLE FROM THE
 GZ2938'GROUND AT THE STATION.  THE STATION IS NOW SO LOCATED BETWEEN TWO
 GZ2938'FENCES, THAT IT IS OF LITTLE VALUE AND COULD NOT BE OCCUPIED
 GZ2938'AT THE TIME OF THIS RECOVERY.  HOWEVER, THE HORIZONTAL DISTANCE
 GZ2938'BETWEEN THE STATION MARK AND THE REFERENCE MARK NO. 2 WAS
 GZ2938'MEASURED AND THE DISTANCE DETERMINED TO BE 82.86 FEET - 25.258
 GZ2938'METERS AS OPPOSED TO THE 1950 MEASUREMENTS OF 82.89 FEET -
 GZ2938'25.264 METERS.  A TRAVERSE TIE WAS MADE BETWEEN THIS STATION AND
 GZ2938'I-75 T-43 (KY. H.D.) 1963 THE DISTANCE BEING 25.29 FEET -
 GZ2938'7.710 METERS.  THE HORIZONTAL DISTANCE WAS ALSO MEASURED
 GZ2938'BETWEEN HONEY NO 2 1950 AND I-75 T-43 NO 2 1963 THE DISTANCE BEING
 GZ2938'29.96 FEET - 9.133 METERS.
 GZ2938'
 GZ2938'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GZ2938'
 GZ2938'THE STATION IS LOCATED NEAR THE SUMMIT OF A HIGH, HEAVILY WOODED HILL
 GZ2938'KNOWN LOCALLY AS CEMETERY HILL, AND NEAR THE SITE OF A MICROWAVE AND
 GZ2938'COMMUNICATIONS TOWERS LOCATION, AT THE SOUTH END OF A CEMETERY AT
 GZ2938'THE WEST EDGE OF LONDON.
 GZ2938'
 GZ2938'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25 AND STATE
 GZ2938'ROUTES 80 AND 129 AT THE NORTHEAST CORNER OF THE LAUREL COUNTY
 GZ2938'COURTHOUSE IN LONDON, GO SOUTHWEST ON STATE ROUTE 192
 GZ2938'(WEST FIFTH ST.) FOR 0.25 OF A MILE TO MILL STREET. HERE TURN RIGHT ON
 GZ2938'MILL STREET AND GO NORTHWEST FOR 0.55 OF A MILE TO WEST 13TH.
 GZ2938'STREET ON THE LEFT.  HERE TURN LEFT ON WEST 13TH. STREET AND GO
 GZ2938'SOUTHWESTERLY UP A STEEP HILL FOR 0.4 OF A MILE TO THE SUMMIT OF THE
 GZ2938'HILL NEAR THE ENCLOSURE FOR THE TOWERS AND THE STATION AS
 GZ2938'DESCRIBED.
 GZ2938'
 GZ2938'THE STATION IS 50 FEET NORTH OF THE WEST LEG OF A TOWER SUPPORTING A
 GZ2938'LARGE REFLECTING ANTENNA, 13 FEET SOUTH-SOUTHWEST OF A 24-INCH
 GZ2938'SWEETGUM TREE, 5 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A
 GZ2938'FENCED ENCLOSURE, 1.0 FOOT EAST OF AN OLD WOVEN WIRE FENCE, 1.0
 GZ2938'FOOT NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN, AND 0.6 OF A
 GZ2938'FOOT WEST OF A CHAIN LINK FENCE AROUND AN ENCLOSURE.  IT IS A
 GZ2938'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GZ2938'MONUMENT AND THE DISK IS STAMPED HONEY 1950.
 GZ2938'
 GZ2938'REFERENCE MARK NO. 2 IS 50 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GZ2938'OF A GRADED ROAD, 38 FEET EAST-SOUTHEAST OF THE EAST LEG OF THE TOWER
 GZ2938'SUPPORTING THE REFLECTING ANTENNA, 38 FEET WEST OF A SECURITY
 GZ2938'LAMP POLE, 28.5 FEET SOUTH OF THE NORTHEAST CORNER AND T CORNER
 GZ2938'OF A WOVEN WIRE FENCE, 25 FEET SOUTHWEST OF THE APPROXIMATE
 GZ2938'CENTER OF A GATE INTO THE WOVEN WIRE ENCLOSURE, 24 FEET SOUTHWEST
 GZ2938'OF A WOVEN WIRE FENCE, 7.3 FEET SOUTHEAST OF THE CHAIN LINK FENCE,
 GZ2938'7.0 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF A SMALL
 GZ2938'CONTROL SHACK, 4.0 FEET EAST OF THE NORTHWEST CORNER OF THE CONTROL
 GZ2938'SHACK, AND 2.0 FEET NORTH-NORTHEAST OF THE NORTHEAST WALL OF THE
 GZ2938'CONTROL SHACK.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GZ2938'12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE
 GZ2938'SURROUNDING SUFACE AND THE DISK IS STAMPED HONEY NO 2 1950.
 GZ2938'
 GZ2938'THE AZIMUTH MARK IS LOCATED ABOUT 1.0 MILE NORTHWEST OF THE STATION
 GZ2938'IN THE BASE OF THE FLAGPOLE SOUTH OF THE KENTUCKY STATE POLICE
 GZ2938'BARRACKS NEAR THE INTERSECTION OF U. S. HIGHWAY 25 AND STATE ROUTE
 GZ2938'80.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE 8-FOOT
 GZ2938'CIRCULAR CONCRETE BASE OF THE FLAGPOLE AND 1.1 FEET SOUTHEAST OF
 GZ2938'THE POLE.  A STANDARD DISK STAMPED HONEY 1950.  NO NOTE.
 GZ2938'
 GZ2938'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U. S. HIGHWAY 25 AND
 GZ2938'STATES ROUTES 80 AND 129 AT THE NORTHEAST CORNER OF THE LAUREL
 GZ2938'COUNTY COURTHOUSE IN LONDON, GO NORTHWESTERLY ON U. S. HIGHWAY 25
 GZ2938'AND STATE ROUTE 80 FOR 1.4 MILES TO WHERE STATE ROUTE 80 TURNS
 GZ2938'LEFT, WEST.  HERE CONTINUE NORTHWESTERLY ON U. S. HIGHWAY 25 FOR 0.1
 GZ2938'OF A MILE TO THE ENTRANCE INTO THE STATE POLICE BARRACKS ON THE
 GZ2938'LEFT, TURN LEFT INTO THE BARRACKS AREA AND FOLLOW DRIVEWAY LEFT TO
 GZ2938'THE FRONT OF THE BUILDING AT PARKING AREA, AND THE MARK AS
 GZ2938'DESCRIBED IN BASE OF FLAGPOLE.
 GZ2938'
 GZ2938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST EDGE OF
 GZ2938'LONDON.
 GZ2938
 GZ2938                          STATION RECOVERY (1977)
 GZ2938
 GZ2938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GZ2938'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 GZ2938'REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED.
 GZ2938'THE AZIMUTH MARK WAS OBSTRUCTED TO THE STATION BY TREES, IN THE WAY
 GZ2938'OF CONSTRUCTION OF A NEW BUILDING AND WAS DESTROYED.  THERE WAS NO
 GZ2938'VISIBLE OBJECT NOR A SITE FOR A NEW AZIMUTH MARK.  I 75 T 43 KHD
 GZ2938'1963 WAS TIED TO AND USED AS A REFERENCE MARK.
 GZ2938'
 GZ2938'THE STATION MARK IS LOCATED AT THE SOUTHEAST END OF A CEMETERY AT THE
 GZ2938'EXTREME SOUTH END OF WEST 13TH STREET IN LONDON, 13 FEET SOUTH OF A
 GZ2938'30 INCH GUM TREE, 5 FEET SOUTH OF A FENCE CORNER (NORTHWEST CORNER
 GZ2938'OF MICROWAVE ENCLOSURE), 2 FEET EAST OF A 4 INCH PINE TREE, 1 FOOT
 GZ2938'NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF THE FENCE, THE
 GZ2938'MONUMENT IS FLUSH AND THE DISK IS STAMPED HONEY 1950.
 GZ2938'
 GZ2938'REFERENCE MARK 2 IS 4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GZ2938'T. V. CABLE FRAME BUILDING, 2 FEET NORTH OF THE NORTH WALL, 8 FEET
 GZ2938'EAST OF A FENCE AND 6 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 GZ2938'BUILDING.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HONEY NO
 GZ2938'2 1950.
 GZ2938'
 GZ2938'I 75 T 43 KHD 1963 IS A STANDARD KHD TRAVERSE STATION DISK STAMPED
 GZ2938'I 75 T 43 1963 SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH
 GZ2938'THE GROUND, 72 FEET NORTH OF THE WEST LEG OF A REFLECTING ANTENNA,
 GZ2938'35 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 30 FEET WEST OF THE
 GZ2938'CENTERLINE OF GRADED STREET, 21 FEET NORTH OF THE NORTHWEST
 GZ2938'CORNER OF WOVEN WIRE FENCE ENCLOSURE, 1 FOOT SOUTHEAST OF A METAL
 GZ2938'WITNESS POST AND 1 FOOT EAST OF A FENCE.
 GZ2938'
 GZ2938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LONDON.
 GZ2938'
 GZ2938'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0343 ***********************************************************************
 GB0343  DESIGNATION -  HONEY BEE AZ MK
 GB0343  PID         -  GB0343
 GB0343  STATE/COUNTY-  KY/MCCREARY
 GB0343  USGS QUAD   -  WIBORG (1981)
 GB0343
 GB0343                         *CURRENT SURVEY CONTROL
 GB0343  ___________________________________________________________________
 GB0343* NAD 83(1986)-  36 51 22.     (N)    084 25 52.     (W)     SCALED    
 GB0343* NAVD 88     -       406.102  (meters)    1332.35   (feet)  ADJUSTED  
 GB0343  ___________________________________________________________________
 GB0343  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GB0343  DYNAMIC HT  -         405.784 (meters)    1331.31  (feet)  COMP
 GB0343  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 GB0343
 GB0343  VERT ORDER  -  SECOND    CLASS 0
 GB0343
 GB0343.The horizontal coordinates were scaled from a topographic map and have
 GB0343.an estimated accuracy of +/- 6 seconds.
 GB0343
 GB0343.The orthometric height was determined by differential leveling
 GB0343.and adjusted by the National Geodetic Survey in June 1991..
 GB0343
 GB0343.The geoid height was determined by GEOID03.
 GB0343
 GB0343.The dynamic height is computed by dividing the NAVD 88
 GB0343.geopotential number by the normal gravity value computed on the
 GB0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0343.degrees latitude (g = 980.6199 gals.).
 GB0343
 GB0343.The modeled gravity was interpolated from observed gravity values.
 GB0343
 GB0343;                    North         East    Units  Estimated Accuracy
 GB0343;SPC KY1Z     - 1,058,850.    1,617,620.      MT  (+/- 180 meters Scaled)
 GB0343
 GB0343                          SUPERSEDED SURVEY CONTROL
 GB0343
 GB0343  NGVD 29 (??/??/92)  406.25   (m)         1332.8    (f) COMPUTED    2 0
 GB0343
 GB0343.Superseded values are not recommended for survey control.
 GB0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0343.See file dsdata.txt to determine how the superseded data were derived.
 GB0343
 GB0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF290819(NAD 83)
 GB0343_MARKER: DZ = AZIMUTH MARK DISK
 GB0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0343_STAMPING: HONEY BEE 1950 1332.855
 GB0343_MARK LOGO: CGS   
 GB0343_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0343+STABILITY: SURFACE MOTION
 GB0343
 GB0343  HISTORY     - Date     Condition        Report By
 GB0343  HISTORY     - 1950     MONUMENTED       CGS
 GB0343  HISTORY     - 1957     GOOD             NGS
 GB0343  HISTORY     - 19570621 GOOD             NGS
 GB0343
 GB0343                          STATION DESCRIPTION
 GB0343
 GB0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0343'4.2 MI E FROM PARKERS LAKE.
 GB0343'ABOUT 4.2 MILES EAST ALONG STATE HIGHWAY 90 FROM THE JUNCTION OF
 GB0343'U.S. HIGHWAY 27 AT PARKERS LAKE, ABOUT 0.1 MILE NORTHWEST OF THE
 GB0343'E.E. CREECH STORE, SET ON THE TOP OF A CUT, 43 FEET SOUTHWEST OF
 GB0343'THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTHEAST OF THE SECOND
 GB0343'POWER POLE NORTHWEST OF STORE, 17 1/2 FEET NORTHWEST OF A
 GB0343'FENCE CORNER, 26 FEET NORTHEAST OF A 24-INCH OAK TREE, 3 1/2
 GB0343'FEET SOUTH OF THE WEST POST OF A CREECHS STORE SIGN, 2 1/2
 GB0343'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET
 GB0343'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB0343'3 INCHES.
 GB0343
 GB0343                          STATION RECOVERY (1957)
 GB0343
 GB0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0343'RECOVERED IN GOOD CONDITION.
 GB0343
 GB0343                          STATION RECOVERY (1957)
 GB0343
 GB0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957 (CLN)
 GB0343'THE AZIMUTH MARK IS 1 FT (0.3 M) NORTHWEST OF A METAL WITNESS POST 25
 GB0343'FT (7.6 M) NORTHEAST OF A 36 INCH OAK TREE AND HAS A SPIKE ADJACENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6445 ***********************************************************************
 AI6445  DESIGNATION -  HONEY BEE RESET
 AI6445  PID         -  AI6445
 AI6445  STATE/COUNTY-  KY/MCCREARY
 AI6445  USGS QUAD   -  WIBORG (1981)
 AI6445
 AI6445                         *CURRENT SURVEY CONTROL
 AI6445  ___________________________________________________________________
 AI6445* NAD 83(1993)-  36 51 16.95181(N)    084 25 40.24414(W)     ADJUSTED  
 AI6445* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 AI6445  ___________________________________________________________________
 AI6445  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AI6445  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AI6445
 AI6445  HORZ ORDER  -  SECOND
 AI6445
 AI6445.The horizontal coordinates were established by classical geodetic methods
 AI6445.and adjusted by the National Geodetic Survey in December 1995..
 AI6445
 AI6445.The orthometric height was scaled from a topographic map.
 AI6445
 AI6445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6445
 AI6445.The geoid height was determined by GEOID03.
 AI6445
 AI6445;                    North         East     Units Scale Factor Converg.
 AI6445;SPC KY1Z     - 1,058,701.413 1,617,914.147   MT  1.00006255   +0 48 42.3
 AI6445;SPC KY1Z     - 3,473,422.89  5,308,106.66   sFT  1.00006255   +0 48 42.3
 AI6445;SPC KY S     -   558,683.928   617,904.532   MT  0.99998019   +0 48 06.6
 AI6445;SPC KY S     - 1,832,948.85  2,027,241.79   sFT  0.99998019   +0 48 06.6
 AI6445;UTM  16      - 4,081,843.432   729,316.696   MT  1.00024788   +1 32 36.3
 AI6445
 AI6445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6445!SPC KY1Z     -   0.99993714  x   1.00006255  =   0.99999968
 AI6445!SPC KY S     -   0.99993714  x   0.99998019  =   0.99991733
 AI6445!UTM  16      -   0.99993714  x   1.00024788  =   1.00018500
 AI6445
 AI6445|---------------------------------------------------------------------|
 AI6445| PID    Reference Object                     Distance      Geod. Az  |
 AI6445|                                                           dddmmss.s |
 AI6445| GB0346 HONEY BEE RM 1                       23.562 METERS 05344     |
 AI6445| GB2517 CUMBERLAND                          APPROX. 9.3 KM 0932230.1 |
 AI6445| GB0344 HONEY BEE RM 2                       24.913 METERS 17050     |
 AI6445| GB0343 HONEY BEE AZ MK                                    2994025.1 |
 AI6445|---------------------------------------------------------------------|
 AI6445
 AI6445                          SUPERSEDED SURVEY CONTROL
 AI6445
 AI6445  NAD 83(1986)-  36 51 16.96058(N)    084 25 40.24798(W) AD(       ) 2
 AI6445
 AI6445.Superseded values are not recommended for survey control.
 AI6445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6445.See file dsdata.txt to determine how the superseded data were derived.
 AI6445
 AI6445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2931781843(NAD 83)
 AI6445_MARKER: DS = TRIANGULATION STATION DISK
 AI6445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AI6445_STAMPING: HONEY BEE 1950 1980
 AI6445_MARK LOGO: NGS   
 AI6445_PROJECTION: PROJECTING 12 CENTIMETERS
 AI6445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6445+STABILITY: SURFACE MOTION
 AI6445
 AI6445  HISTORY     - Date     Condition        Report By
 AI6445  HISTORY     - 1980     MONUMENTED       NGS
 AI6445
 AI6445                          STATION DESCRIPTION
 AI6445
 AI6445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AI6445'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 ALONG WITH THE
 AI6445'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK
 AI6445'WAS FOUND PARTIALLY UPROOTED AND WAS RESET HOLDING THE UNDERGROUND
 AI6445'POINT.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY
 AI6445'GROWTH.  THE DISTANCE TO THE MARKS CHECKED AS DID THE DIRECTION
 AI6445'BETWEEN THEM.  THE DESCRIPTION IS GOOD WITH THE FOLLOWING.
 AI6445'
 AI6445'4.6 MI E FROM PARKERS LAKE.
 AI6445'ABOUT 4.3 MILES EAST ALONG STATE HIGHWAY 90 FROM THE JUNCTION OF
 AI6445'U.S. HIGHWAY 27 AT PARKERS LAKE, THENCE ABOUT 0.15 MILE SOUTHEAST
 AI6445'ALONG A GRAVEL ROAD, THENCE ABOUT 0.1 MILE SOUTHWEST THROUGH
 AI6445'BRUSH TO THE TOP OF A PROMINENT HILL, ABOUT 0.15 MILE SOUTHEAST
 AI6445'OF E.E. CREECH STORE.
 AI6445'
 AI6445'THE STATION MARK IS ABOUT 50 FEET SOUTH OF AN OLD SHED AND END OF
 AI6445'ROAD 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 8
 AI6445'INCHES AND THE DISK IS STAMPED---HONEY BEE 1950 1980---.
 AI6445'
 AI6445'REFERENCE MARK 1 IS 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 AI6445'
 AI6445'REFERENCE MARK 2 IS 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 AI6445'
 AI6445'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A METAL WITNESS POST, 25 FEET
 AI6445'NORTHEAST OF A 36 INCH OAK TREE AND HAS A SPIKE ADJACENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0346 ***********************************************************************
 GB0346  DESIGNATION -  HONEY BEE RM 1
 GB0346  PID         -  GB0346
 GB0346  STATE/COUNTY-  KY/MCCREARY
 GB0346  USGS QUAD   -  WIBORG (1981)
 GB0346
 GB0346                         *CURRENT SURVEY CONTROL
 GB0346  ___________________________________________________________________
 GB0346* NAD 83(1986)-  36 51 16.     (N)    084 25 40.     (W)     SCALED    
 GB0346* NAVD 88     -       428.696  (meters)    1406.48   (feet)  ADJUSTED  
 GB0346  ___________________________________________________________________
 GB0346  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GB0346  DYNAMIC HT  -         428.361 (meters)    1405.38  (feet)  COMP
 GB0346  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 GB0346
 GB0346  VERT ORDER  -  SECOND    CLASS 0
 GB0346
 GB0346.The horizontal coordinates were scaled from a topographic map and have
 GB0346.an estimated accuracy of +/- 6 seconds.
 GB0346
 GB0346.The orthometric height was determined by differential leveling
 GB0346.and adjusted by the National Geodetic Survey in June 1991..
 GB0346
 GB0346.The geoid height was determined by GEOID03.
 GB0346
 GB0346.The dynamic height is computed by dividing the NAVD 88
 GB0346.geopotential number by the normal gravity value computed on the
 GB0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0346.degrees latitude (g = 980.6199 gals.).
 GB0346
 GB0346.The modeled gravity was interpolated from observed gravity values.
 GB0346
 GB0346;                    North         East    Units  Estimated Accuracy
 GB0346;SPC KY1Z     - 1,058,670.    1,617,920.      MT  (+/- 180 meters Scaled)
 GB0346
 GB0346                          SUPERSEDED SURVEY CONTROL
 GB0346
 GB0346  NGVD 29 (??/??/92)  428.849  (m)         1406.98   (f) ADJ UNCH    2 0
 GB0346
 GB0346.Superseded values are not recommended for survey control.
 GB0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0346.See file dsdata.txt to determine how the superseded data were derived.
 GB0346
 GB0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF293818(NAD 83)
 GB0346_MARKER: DR = REFERENCE MARK DISK
 GB0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0346_STAMPING: HONEY BEE NO 1 1950 1406.982
 GB0346_MARK LOGO: CGS   
 GB0346_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0346+STABILITY: SURFACE MOTION
 GB0346
 GB0346  HISTORY     - Date     Condition        Report By
 GB0346  HISTORY     - 1950     MONUMENTED       CGS
 GB0346  HISTORY     - 1957     GOOD             NGS
 GB0346  HISTORY     - 19800621 GOOD             NGS
 GB0346
 GB0346                          STATION DESCRIPTION
 GB0346
 GB0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0346'4.6 MI E FROM PARKERS LAKE.
 GB0346'ABOUT 4.3 MILES EAST ALONG STATE HIGHWAY 90 FROM THE JUNCTION OF
 GB0346'U.S. HIGHWAY 27 AT PARKERS LAKE, THENCE ABOUT 0.15 MILE SOUTHEAST
 GB0346'ALONG A GRAVEL ROAD, THENCE ABOUT 0.1 MILE SOUTHWEST THROUGH
 GB0346'BRUSH TO THE TOP OF A PROMINENT HILL, ABOUT 0.15 MILE SOUTHEAST
 GB0346'OF E.E. CREECH STORE, ON THE NORTHEAST SLOPE OF HILL, 77 FEET
 GB0346'NORTHEAST OF THE STATION, 62 FEET NORTH-NORTHEAST OF A 30-INCH
 GB0346'TWIN OAK TREE, 49 FEET SOUTHWEST OF A 36-INCH OAK TREE, 11 FEET
 GB0346'SOUTHEAST OF A CROOKED 8-INCH OAK TREE, ABOUT 10 FEET LOWER
 GB0346'THAN THE STATION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB0346'2 INCHES.
 GB0346
 GB0346                          STATION RECOVERY (1957)
 GB0346
 GB0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0346'RECOVERED IN GOOD CONDITION.
 GB0346
 GB0346                          STATION RECOVERY (1980)
 GB0346
 GB0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB0346'REFERENCE MARK 1 IS 1 FT (0.3 M) NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0344 ***********************************************************************
 GB0344  DESIGNATION -  HONEY BEE RM 2
 GB0344  PID         -  GB0344
 GB0344  STATE/COUNTY-  KY/MCCREARY
 GB0344  USGS QUAD   -  WIBORG (1981)
 GB0344
 GB0344                         *CURRENT SURVEY CONTROL
 GB0344  ___________________________________________________________________
 GB0344* NAD 83(1986)-  36 51 16.     (N)    084 25 40.     (W)     SCALED    
 GB0344* NAVD 88     -       429.201  (meters)    1408.14   (feet)  ADJUSTED  
 GB0344  ___________________________________________________________________
 GB0344  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GB0344  DYNAMIC HT  -         428.865 (meters)    1407.03  (feet)  COMP
 GB0344  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 GB0344
 GB0344  VERT ORDER  -  SECOND    CLASS 0
 GB0344
 GB0344.The horizontal coordinates were scaled from a topographic map and have
 GB0344.an estimated accuracy of +/- 6 seconds.
 GB0344
 GB0344.The orthometric height was determined by differential leveling
 GB0344.and adjusted by the National Geodetic Survey in June 1991..
 GB0344
 GB0344.The geoid height was determined by GEOID03.
 GB0344
 GB0344.The dynamic height is computed by dividing the NAVD 88
 GB0344.geopotential number by the normal gravity value computed on the
 GB0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0344.degrees latitude (g = 980.6199 gals.).
 GB0344
 GB0344.The modeled gravity was interpolated from observed gravity values.
 GB0344
 GB0344;                    North         East    Units  Estimated Accuracy
 GB0344;SPC KY1Z     - 1,058,670.    1,617,920.      MT  (+/- 180 meters Scaled)
 GB0344
 GB0344                          SUPERSEDED SURVEY CONTROL
 GB0344
 GB0344  NGVD 29 (??/??/92)  429.354  (m)         1408.64   (f) ADJ UNCH    2 0
 GB0344
 GB0344.Superseded values are not recommended for survey control.
 GB0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0344.See file dsdata.txt to determine how the superseded data were derived.
 GB0344
 GB0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF293818(NAD 83)
 GB0344_MARKER: DR = REFERENCE MARK DISK
 GB0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0344_STAMPING: HONEY BEE NO 2 1950 1408.639
 GB0344_MARK LOGO: CGS   
 GB0344_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0344+STABILITY: SURFACE MOTION
 GB0344
 GB0344  HISTORY     - Date     Condition        Report By
 GB0344  HISTORY     - 1950     MONUMENTED       CGS
 GB0344  HISTORY     - 1957     GOOD             NGS
 GB0344  HISTORY     - 19800621 GOOD             NGS
 GB0344
 GB0344                          STATION DESCRIPTION
 GB0344
 GB0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0344'4.6 MI E FROM PARKERS LAKE.
 GB0344'ABOUT 4.3 MILES EAST ALONG STATE HIGHWAY 90 FROM THE JUNCTION
 GB0344'OF U.S. HIGHWAY 27 AT PARKERS LAKE, THENCE ABOUT 0.15 MILE
 GB0344'SOUTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.1 MILE SOUTHWEST
 GB0344'THROUGH BRUSH TO THE TOP OF A HILL, 82 FEET SOUTH OF THE STATION
 GB0344'MARK, 10 FEET SOUTHEAST OF A 24-INCH TRIANGULAR BLAZED OAK
 GB0344'TREE, 19 FEET SOUTHWEST OF A 12-INCH OAK TREE, ABOUT 6 FEET
 GB0344'LOWER THAN THE STATION AND SET IN THE TOP OF A CONCRETE POST
 GB0344'PROJECTING 3 INCHES.
 GB0344
 GB0344                          STATION RECOVERY (1957)
 GB0344
 GB0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0344'RECOVERED IN GOOD CONDITION.
 GB0344
 GB0344                          STATION RECOVERY (1980)
 GB0344
 GB0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB0344'REFERENCE MARK 2 IS 1 FT (0.3 M) SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2495 ***********************************************************************
 GC2495  DESIGNATION -  HONEY GROVE
 GC2495  PID         -  GC2495
 GC2495  STATE/COUNTY-  KY/CHRISTIAN
 GC2495  USGS QUAD   -  HONEY GROVE (1982)
 GC2495
 GC2495                         *CURRENT SURVEY CONTROL
 GC2495  ___________________________________________________________________
 GC2495* NAD 83(1993)-  36 53 24.05745(N)    087 18 29.26848(W)     ADJUSTED  
 GC2495* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 GC2495  ___________________________________________________________________
 GC2495  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 GC2495  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC2495
 GC2495  HORZ ORDER  -  THIRD
 GC2495
 GC2495.The horizontal coordinates were established by classical geodetic methods
 GC2495.and adjusted by the National Geodetic Survey in December 1995..
 GC2495
 GC2495.The orthometric height was scaled from a topographic map.
 GC2495
 GC2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2495
 GC2495.The geoid height was determined by GEOID03.
 GC2495
 GC2495;                    North         East     Units Scale Factor Converg.
 GC2495;SPC KY1Z     - 1,062,944.075 1,361,107.978   MT  1.00005187   -0 57 23.9
 GC2495;SPC KY1Z     - 3,487,342.35  4,465,568.42   sFT  1.00005187   -0 57 23.9
 GC2495;SPC KY S     -   562,922.298   361,118.461   MT  0.99997526   -0 56 41.8
 GC2495;SPC KY S     - 1,846,854.24  1,184,769.48   sFT  0.99997526   -0 56 41.8
 GC2495;UTM  16      - 4,082,715.913   472,544.318   MT  0.99960929   -0 11 05.9
 GC2495
 GC2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2495!SPC KY1Z     -   0.99997029  x   1.00005187  =   1.00002216
 GC2495!SPC KY S     -   0.99997029  x   0.99997526  =   0.99994555
 GC2495!UTM  16      -   0.99997029  x   0.99960929  =   0.99957959
 GC2495
 GC2495:                Primary Azimuth Mark                     Grid Az
 GC2495:SPC KY1Z     -  HONEY GROVE AZ MK                        066 44 26.4
 GC2495:SPC KY S     -  HONEY GROVE AZ MK                        066 43 44.3
 GC2495:UTM  16      -  HONEY GROVE AZ MK                        065 58 08.4
 GC2495
 GC2495|---------------------------------------------------------------------|
 GC2495| PID    Reference Object                     Distance      Geod. Az  |
 GC2495|                                                           dddmmss.s |
 GC2495| AI6884 HONEY GROVE AZ MK                                  0654702.5 |
 GC2495| AI6883 HONEY GROVE RM 2                     27.133 METERS 21410     |
 GC2495| GC2497 13 JWM                              140.771 METERS 24820     |
 GC2495| AI6882 HONEY GROVE RM 1                     27.946 METERS 32106     |
 GC2495|---------------------------------------------------------------------|
 GC2495
 GC2495                          SUPERSEDED SURVEY CONTROL
 GC2495
 GC2495  NAD 83(1986)-  36 53 24.06745(N)    087 18 29.27244(W) AD(       ) 3
 GC2495  NAD 27      -  36 53 23.92500(N)    087 18 29.26300(W) AD(       ) 3
 GC2495
 GC2495.Superseded values are not recommended for survey control.
 GC2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2495.See file dsdata.txt to determine how the superseded data were derived.
 GC2495
 GC2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7254482716(NAD 83)
 GC2495_MARKER: DS = TRIANGULATION STATION DISK
 GC2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2495_STAMPING: HONEY GROVE 1952
 GC2495_MARK LOGO: CGS   
 GC2495_PROJECTION: RECESSED 5 CENTIMETERS
 GC2495_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2495+STABILITY: SURFACE MOTION
 GC2495
 GC2495  HISTORY     - Date     Condition        Report By
 GC2495  HISTORY     - 1952     MONUMENTED       CGS
 GC2495  HISTORY     - 19820615 GOOD             NGS
 GC2495
 GC2495                          STATION DESCRIPTION
 GC2495
 GC2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2495'STATION IS LOCATED ON THE GROUNDS OF THE HONEY GROVE PUBLIC SCHOOL
 GC2495'WHICH IS ABOUT 10 MILES EAST OF HOPKINSVILLE AND 3-1/2 MILES
 GC2495'WEST OF FAIRVIEW.  IT IS 67 FEET EAST OF THE NORTHEAST CORNER OF THE
 GC2495'SCHOOL BUILDING, 37 FEET NORTH OF THE CENTER OF A DIRT ROAD AND 6
 GC2495'FEET WEST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 GC2495'IS STAMPED HONEY GROVE 1952.
 GC2495'
 GC2495'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 GC2495'ABOUT 8 INCHES AND THE DISK IS STAMPED HONEY GROVE NO 1 1952.
 GC2495'
 GC2495'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF CENTER OF DIRT ROAD.  THE
 GC2495'MARK IS FLUSH AND THE DISK IS STAMPED HONEY GROVE NO 2 1952.
 GC2495'
 GC2495'AZIMUTH MARK IS 12 FEET EAST OF A TRACK ROAD AND 3 FEET SOUTH OF A
 GC2495'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 GC2495'STAMPED HONEY GROVE 1952.
 GC2495'
 GC2495'TTR 13 JWM (USGS) BM IS 52 FEET EAST OF THE CENTER OF A GRAVEL
 GC2495'CROSSROAD, 20 FEET NORTHEAST OF CENTER OF A GRAVEL ROAD AND 8 FEET
 GC2495'EAST OF A TELEPHONE POLE.  THE MARK IS AN 8X8 INCH CONCRETE POST
 GC2495'WHICH PROJECTS ABOUT 4 INCHES WITH A U.S.  GEOLOGICAL SURVEY BENCH
 GC2495'MARK DISK IN THE TOP STAMPED TTR 13 JWM 1949 719 (FEET ELEVATION).
 GC2495'
 GC2495'TO REACH THE STATION FROM FAIRVIEW, JUST OPPOSITE THE JEFFERSON DAVIS
 GC2495'MEMORIAL PARK, GO NORTH ON A GRAVEL ROAD 3.3 MILES TO A T-ROAD
 GC2495'INTERSECTION.  TURN LEFT AND GO 1.7 MILES TO A 5 POINT INTERSECTION.
 GC2495'TURN SHARP RIGHT AND GO 0.1 MILE TO THE SCHOOL BUILDING AND THE
 GC2495'STATION AS DESCRIBED.
 GC2495'
 GC2495'TO REACH THE AZIMUTH MARK FROM THE 5 POINT INTERSECTION, GO EAST ON
 GC2495'GRAVEL ROAD FOR 0.1 MILE TO A FARM LANE LEFT.  TURN LEFT ON FARM
 GC2495'LANE AND GO 0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2495'
 GC2495'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2495
 GC2495                          STATION RECOVERY (1982)
 GC2495
 GC2495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GC2495'ALL MARKS WERE FOUND IN GOOD CONDITION AFTER A LONG SEARCH.  THE
 GC2495'DISTANCE TO THE REFERENCE MARKS WERE FOUND TO BE RESERVED BY USING
 GC2495'CORRECTED DISTANCES.  THE DISTANCES TO THE REFERENCE MARKS CHECKED.
 GC2495'THE LINE OF SIGHT TO THE AZIMUTH MARK WAS OBSTRUCTED BY TREES AND
 GC2495'BRUSH AND WAS NOT CLEARED TO.  THE DIRECTION BETWEEN THE REFERNECE
 GC2495'MARKS WAS FOUND TO BE IN ERROR BY 15 MINUTES AND 21 SECONDS.  A NEW
 GC2495'DESCRIPTION FOLLOWS.
 GC2495'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF HOPKINSVILLE
 GC2495'3.5 MILES (5.6 KM) NORTHWEST OF FAIRVIEW ON THE PROPERTY OF W H HAYES
 GC2495'ROUTE NO 2 HOPKINSVILLE KY 38 FT (11.6 M) NORTH OF THE CENTERLINE OF A
 GC2495'FARM LANE 25 FT (7.6 M) NORTH OF A 36 INCH OAK TREE 78 FT (23.8 M)
 GC2495'EAST OF THE SOUTHEAST CORNER OF OLD FRAME SCHOOL BUILDING 14 FT (4.3
 GC2495'M) SOUTH OF A SMALL PEAR TREE 91 FT (27.7 M) SOUTHEAST OF THE
 GC2495'NORTHEAST CORNER OF THE BUILDING AND 1 FOOT (0.3 M) WEST OF A METAL
 GC2495'WITNESS POST.  THE MONUMENT IS 2 INCHES BELOW THE SURFACE OF THE
 GC2495'GROUND AND THE DISK IS STAMPED--HONEY GROVE 1952--.
 GC2495'TO REACH THE STATION FROM PAVED ROAD JUST OPPOSITE THE JEFFERSON DAVIS
 GC2495'MEMORIAL PARK AT FAIRVIEW GO NORTH ON THE PAVED ROAD FOR 3.3 MILES
 GC2495'(5.3 KM) TO A T-ROAD INTERSECTION. TURN LEFT ON THE PAVED ROAD AND GO
 GC2495'FOR 1.7 MILES (2.7 KM) TO A 5 POINT INTERSECTION.  TURN SHARP RIGHT ON
 GC2495'GRAVEL ROAD FARM LANE AND GO EAST UPHILL FOR 0.1 MILE (0.2 KM) TO THE
 GC2495'STATION. REFERENCE MARK NO 1 58 FT (17.7 M) NORTHEAST OF THE NORTHEAST
 GC2495'CORNER OF THE OLD BUILDING 1 FOOT (0.3 M) SOUTH OF A METAL WITNESS
 GC2495'POST 1 FT (0.3 M) WEST OF REMAINS OF OLD PROPERTY LINE FENCE AND 1
 GC2495'FOOT (0.3 M) SOUTHWEST OF A CLUSTER OF 4 SASSAFRASS TREES.  THE
 GC2495'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED--HONEY GROVE NO 1
 GC2495'1952--. REFERENCE MARK 2 IS 42 FT (12.8 M) NORTHEAST OF THE NORTHEAST
 GC2495'CORNER OF A FRAME BUILDING 29 FT (8.8 M) SOUTH OF THE CENTERLINE OF
 GC2495'FARM LANE 8 FT (2.4 M) WEST FROM A 10-INCH HICKORY TREE 7 FT (2.1 M)
 GC2495'NORTHEAST FROM A 14-INCH HICKORY TREE AND 1 FOOT (0.3 M) NORTH OF A
 GC2495'METAL WITNESS POST. AZIMUTH MARK 1 IS A STANDARD CGS AZIMUTH MARK DISK
 GC2495'STAMPED--HONEY GROV 1952--, SET INTO THE TOP OF A SQUARE CONCRETE
 GC2495'MONUMENT THAT PROJECTS 2 INCHES.  IT IS LOCATED 31 FT (9.4 M) WEST
 GC2495'FROM A 12 INCHE HICKORY TREE 14 FT (4.3 M) EAST FROM THE CENTERLINE OF
 GC2495'THE ROAD 9 FT (2.7 M) NORTHEAST FROM A FENCE CORNER AND 1 FOOT (0.3 M)
 GC2495'WEST FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3622 ***********************************************************************
 GA3622  DESIGNATION -  HOOKER USGS 1950
 GA3622  PID         -  GA3622
 GA3622  STATE/COUNTY-  KY/KNOX
 GA3622  USGS QUAD   -  ARTEMUS (1974)
 GA3622
 GA3622                         *CURRENT SURVEY CONTROL
 GA3622  ___________________________________________________________________
 GA3622* NAD 83(1993)-  36 49 06.27035(N)    083 50 56.20975(W)     ADJUSTED  
 GA3622* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 GA3622  ___________________________________________________________________
 GA3622  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 GA3622  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GA3622
 GA3622  HORZ ORDER  -  THIRD
 GA3622
 GA3622.The horizontal coordinates were established by classical geodetic methods
 GA3622.and adjusted by the National Geodetic Survey in December 1995..
 GA3622.No horizontal observational check was made to the station.
 GA3622
 GA3622.The orthometric height was scaled from a topographic map.
 GA3622
 GA3622.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3622
 GA3622.The geoid height was determined by GEOID03.
 GA3622
 GA3622;                    North         East     Units Scale Factor Converg.
 GA3622;SPC KY1Z     - 1,055,565.120 1,669,618.252   MT  1.00007392   +1 10 01.8
 GA3622;SPC KY1Z     - 3,463,133.23  5,477,739.22   sFT  1.00007392   +1 10 01.8
 GA3622;SPC KY S     -   555,536.998   669,603.566   MT  0.99998565   +1 09 10.5
 GA3622;SPC KY S     - 1,822,624.30  2,196,857.70   sFT  0.99998565   +1 09 10.5
 GA3622;UTM  17      - 4,078,516.101   245,880.591   MT  1.00039563   -1 42 29.6
 GA3622
 GA3622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3622!SPC KY1Z     -   0.99991754  x   1.00007392  =   0.99999146
 GA3622!SPC KY S     -   0.99991754  x   0.99998565  =   0.99990319
 GA3622!UTM  17      -   0.99991754  x   1.00039563  =   1.00031314
 GA3622
 GA3622                          SUPERSEDED SURVEY CONTROL
 GA3622
 GA3622  NAD 83(1993)-  36 49 06.27576(N)    083 50 56.21375(W) AD(       ) 3
 GA3622  NAD 83(1986)-  36 49 06.27857(N)    083 50 56.21347(W) AD(       ) 3
 GA3622  NAD 27      -  36 49 05.96755(N)    083 50 56.49250(W) AD(       ) 3
 GA3622
 GA3622.Superseded values are not recommended for survey control.
 GA3622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3622.See file dsdata.txt to determine how the superseded data were derived.
 GA3622
 GA3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4588178516(NAD 83)
 GA3622_MARKER: H = DRILL HOLE
 GA3622_SETTING: 80 = SET IN A BOULDER
 GA3622_SP_SET: PARTIALLY EXPOSED BOULDER
 GA3622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3622+STABILITY: SURFACE MOTION
 GA3622
 GA3622  HISTORY     - Date     Condition        Report By
 GA3622  HISTORY     - 1950     MONUMENTED       USGS
 GA3622
 GA3622                          STATION DESCRIPTION
 GA3622
 GA3622'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (LWS)
 GA3622'STATION IS LOCATED ON A HIGH POINTED HILL ABOUT 4.5 MILES SOUTHEAST
 GA3622'OF BARBOURVILLE
 GA3622'AND ON LAND OWNED BY JOHN HENDRICKS.  IT IS A DRILL
 GA3622'HOLE 3 INCHES DEEP IN A SQUARE,
 GA3622'FLAT SAND STONE BOULDER FLUSH WITH
 GA3622'THE GROUND.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 GA3622'STATION BRUSH AND THE DISTANCE WAS FOUND TO BE 2.0 FEET, 0.61 METERS.
 GA3622'
 GA3622'TO REACH THE STATION FROM THE PUBLIC SQAURE IN BARBOURVILLE, GO
 GA3622'SOUTHEAST ON STATE
 GA3622'HIGHWAY 11 FOR 1.2 MILES TO A T-ROAD LEFT, TURN LEFT AND GO 2.5
 GA3622'MILES TO A FORK, TURN
 GA3622'RIGHT AND GO 0.2 MILE TO ANOTHER FORK, KEEP
 GA3622'STRAIGHT AHEAD ON LEFT FORK AND GO ON A
 GA3622'DIRT ROAD AND CREEK BED FOR
 GA3622'0.9 MILE TO THE SECOND HOUSE ON THE LEFT AND END OF TRUCK
 GA3622'TRAVEL.  FROM
 GA3622'HERE GO LEFT THROUGH GATE, TURN LEFT AND PASS THE BARN ON THE
 GA3622'RIGHT AND GO ABOUT 500
 GA3622'FEET TO A LARGE BEECH TREE WITH AN ARROW
 GA3622'POINTING UP HILL, TURN RIGHT UP HILL
 GA3622'ABOUT 100 FEET TO A WIDE TRAIL,
 GA3622'CONTINUE UP HILL ABOUT 0.3 MILE TO A FORK IN THE TRAIL
 GA3622'AND A TRIANGLE
 GA3622'BLAZED ON A 10 INCH OAK TREE, TAKE LEFT TRAIL AND GO ABOUT 0.3 MILE
 GA3622'TO A FENCE LINE,
 GA3622'BEAR LEFT AND FOLLOW FENCE ABOUT 0.1 MILE TO THE
 GA3622'RIDGE, CROSS FENCE AND FOLLOW FOOT
 GA3622'PATH UP HILL TO THE POINT OF THE
 GA3622'RIDGE AND STATION AS DESCRIBED.  (ABOUT 45 MINUTE PACK.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2646 ***********************************************************************
 GC2646  DESIGNATION -  HOP
 GC2646  PID         -  GC2646
 GC2646  STATE/COUNTY-  KY/CHRISTIAN
 GC2646  USGS QUAD   -  PLEASANT GREEN HILL (1994)
 GC2646
 GC2646                         *CURRENT SURVEY CONTROL
 GC2646  ___________________________________________________________________
 GC2646* NAD 83(1993)-  36 52 48.24391(N)    087 30 43.85071(W)     ADJUSTED  
 GC2646* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 GC2646  ___________________________________________________________________
 GC2646  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 GC2646  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC2646
 GC2646  HORZ ORDER  -  THIRD
 GC2646
 GC2646.The horizontal coordinates were established by classical geodetic methods
 GC2646.and adjusted by the National Geodetic Survey in December 1995..
 GC2646
 GC2646.The orthometric height was scaled from a topographic map.
 GC2646
 GC2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2646
 GC2646.The geoid height was determined by GEOID03.
 GC2646
 GC2646;                    North         East     Units Scale Factor Converg.
 GC2646;SPC KY1Z     - 1,062,163.781 1,342,900.056   MT  1.00005484   -1 04 54.9
 GC2646;SPC KY1Z     - 3,484,782.34  4,405,831.27   sFT  1.00005484   -1 04 54.9
 GC2646;SPC KY S     -   562,138.109   342,912.119   MT  0.99997661   -1 04 07.3
 GC2646;SPC KY S     - 1,844,281.45  1,125,037.51   sFT  0.99997661   -1 04 07.3
 GC2646;UTM  16      - 4,081,690.467   454,356.525   MT  0.99962566   -0 18 26.6
 GC2646
 GC2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2646!SPC KY1Z     -   0.99997765  x   1.00005484  =   1.00003248
 GC2646!SPC KY S     -   0.99997765  x   0.99997661  =   0.99995426
 GC2646!UTM  16      -   0.99997765  x   0.99962566  =   0.99960331
 GC2646
 GC2646|---------------------------------------------------------------------|
 GC2646| PID    Reference Object                     Distance      Geod. Az  |
 GC2646|                                                           dddmmss.s |
 GC2646| GC2647 HOPKINSVILLE RADIO WHOP MAST        186.845 METERS 00641     |
 GC2646| GC2506 HOPKINSVILLE TVA STEAM PLT STK      APPROX. 3.1 KM 1063336.9 |
 GC2646| CG6106 HOP RM 1                             22.338 METERS 11854     |
 GC2646| GC2649 CHURCH HILL STATE FOREST LOT        APPROX. 8.2 KM 2121428.3 |
 GC2646| CG6105 HOP AZ MK                                          2485818.9 |
 GC2646| CG6107 HOP RM 2                             22.159 METERS 26845     |
 GC2646|---------------------------------------------------------------------|
 GC2646
 GC2646                          SUPERSEDED SURVEY CONTROL
 GC2646
 GC2646  NAD 83(1986)-  36 52 48.25312(N)    087 30 43.85403(W) AD(       ) 3
 GC2646  NAD 27      -  36 52 48.09200(N)    087 30 43.82800(W) AD(       ) 3
 GC2646
 GC2646.Superseded values are not recommended for survey control.
 GC2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2646.See file dsdata.txt to determine how the superseded data were derived.
 GC2646
 GC2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5435781690(NAD 83)
 GC2646_MARKER: DS = TRIANGULATION STATION DISK
 GC2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2646
 GC2646  HISTORY     - Date     Condition        Report By
 GC2646  HISTORY     - 1953     MONUMENTED       CGS
 GC2646
 GC2646                          STATION DESCRIPTION
 GC2646
 GC2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2646'STATION IS LOCATED 1 MILE NORTHWEST OF HOPKINSVILLE IN A SMALL
 GC2646'TRIANGLE FORMED BY THE INTERSECTION OF U.S. HIGHWAY 68 AND
 GC2646'STATE HIGHWAY 91. IT IS 150 FEET NORTHWEST OF THE INTERSECTION, 51
 GC2646'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 68, 28 FEET EAST OF
 GC2646'THE WEST FORK OF STATE HIGHWAY 91 AND 28 FEET NORTH OF AN 8 INCH PINE
 GC2646'TREE. THE MARK IS FLUSH AND THE DISK IS STAMPED HOP 1953.
 GC2646'
 GC2646'REFERENCE MARK NO. 1 IS 77 FEET NORTHWEST OF THE INTERSECTION AND 25
 GC2646'FEET NORTH OF THE CENTER OF HIGHWAY 68. THE MARK IS FLUSH AND
 GC2646'THE DISK IS STAMPED HOP NO 1 1953.
 GC2646'
 GC2646'REFERENCE MARK NO. 2 IS 51 FEET NORTH OF THE CENTER OF HIGHWAY 68 AND
 GC2646'40 FEET WEST OF THE CENTER OF THE WEST FORK OF HIGHWAY 91. THE
 GC2646'MARK IS FLUSH AND THE DISK IS STAMPED HOP NO 2 1953.
 GC2646'
 GC2646'AZIMUTH MARK IS 28 FEET NORTHWEST OF THE CENTER OF HIGHWAY 68, 1 FOOT
 GC2646'SOUTHEAST OF A FENCE LINE AND 1 FOOT EAST OF A WHITE WITNESS
 GC2646'POST. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HOP 1953.
 GC2646'
 GC2646'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON U.S.
 GC2646'HIGHWAY 68 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GC2646'DESCRIBED.
 GC2646'
 GC2646'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1227 ***********************************************************************
 GC1227  DESIGNATION -  HOPKINS
 GC1227  PID         -  GC1227
 GC1227  STATE/COUNTY-  KY/CHRISTIAN
 GC1227  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1227
 GC1227                         *CURRENT SURVEY CONTROL
 GC1227  ___________________________________________________________________
 GC1227* NAD 83(1993)-  36 51 09.20738(N)    087 24 05.24881(W)     ADJUSTED  
 GC1227* NAVD 88     -       190.004  (meters)     623.37   (feet)  ADJUSTED  
 GC1227  ___________________________________________________________________
 GC1227  X           -     231,672.791 (meters)                     COMP
 GC1227  Y           -  -5,104,697.510 (meters)                     COMP
 GC1227  Z           -   3,804,408.984 (meters)                     COMP
 GC1227  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GC1227  ELLIP HEIGHT-         160.46  (meters)          (01/09/97) GPS OBS
 GC1227  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC1227  DYNAMIC HT  -         189.855 (meters)     622.88  (feet)  COMP
 GC1227  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 GC1227
 GC1227  HORZ ORDER  -  FIRST
 GC1227  VERT ORDER  -  FIRST     CLASS I
 GC1227  ELLP ORDER  -  THIRD     CLASS I
 GC1227
 GC1227.The horizontal coordinates were established by GPS observations
 GC1227.and adjusted by the National Geodetic Survey in January 1997..
 GC1227
 GC1227.The orthometric height was determined by differential leveling
 GC1227.and adjusted by the National Geodetic Survey in June 1991..
 GC1227
 GC1227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC1227
 GC1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1227
 GC1227.The ellipsoidal height was determined by GPS observations
 GC1227.and is referenced to NAD 83.
 GC1227
 GC1227.The geoid height was determined by GEOID03.
 GC1227
 GC1227.The dynamic height is computed by dividing the NAVD 88
 GC1227.geopotential number by the normal gravity value computed on the
 GC1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1227.degrees latitude (g = 980.6199 gals.).
 GC1227
 GC1227.The modeled gravity was interpolated from observed gravity values.
 GC1227
 GC1227;                    North         East     Units Scale Factor Converg.
 GC1227;SPC KY1Z     - 1,058,930.598 1,352,715.994   MT  1.00006321   -1 00 50.1
 GC1227;SPC KY1Z     - 3,474,174.80  4,438,035.72   sFT  1.00006321   -1 00 50.1
 GC1227;SPC KY S     -   558,907.379   352,727.988   MT  0.99998050   -1 00 05.6
 GC1227;SPC KY S     - 1,833,681.96  1,157,241.74   sFT  0.99998050   -1 00 05.6
 GC1227;UTM  16      - 4,078,591.510   464,210.911   MT  0.99961578   -0 14 26.8
 GC1227
 GC1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1227!SPC KY1Z     -   0.99997482  x   1.00006321  =   1.00003803
 GC1227!SPC KY S     -   0.99997482  x   0.99998050  =   0.99995532
 GC1227!UTM  16      -   0.99997482  x   0.99961578  =   0.99959061
 GC1227
 GC1227:                Primary Azimuth Mark                     Grid Az
 GC1227:SPC KY1Z     -  HOPKINS AZ MK                            106 22 33.2
 GC1227:SPC KY S     -  HOPKINS AZ MK                            106 21 48.7
 GC1227:UTM  16      -  HOPKINS AZ MK                            105 36 09.9
 GC1227
 GC1227|---------------------------------------------------------------------|
 GC1227| PID    Reference Object                     Distance      Geod. Az  |
 GC1227|                                                           dddmmss.s |
 GC1227| GC1225 HOPKINS AZ MK                                      1052143.1 |
 GC1227| GC1226 HOPKINS RM 1                         13.957 METERS 20206     |
 GC1227| GC1228 HOPKINS RM 2                         20.477 METERS 27244     |
 GC1227|---------------------------------------------------------------------|
 GC1227
 GC1227                          SUPERSEDED SURVEY CONTROL
 GC1227
 GC1227  NAD 83(1993)-  36 51 09.20860(N)    087 24 05.25236(W) AD(       ) 3
 GC1227  NAD 83(1986)-  36 51 09.21797(N)    087 24 05.25604(W) AD(       ) 3
 GC1227  NAD 27      -  36 51 09.06000(N)    087 24 05.23900(W) AD(       ) 3
 GC1227  NAVD 88 (01/09/97)  190.00   (m)          623.4    (f) LEVELING    3  
 GC1227  NGVD 29 (??/??/92)  190.075  (m)          623.60   (f) ADJ UNCH    1 1
 GC1227
 GC1227.Superseded values are not recommended for survey control.
 GC1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1227.See file dsdata.txt to determine how the superseded data were derived.
 GC1227
 GC1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6421178592(NAD 83)
 GC1227_MARKER: DH = HORIZONTAL CONTROL DISK
 GC1227_SETTING: 66 = SET IN ROCK OUTCROP
 GC1227_SP_SET: ROCK OUTCROP
 GC1227_STAMPING: HOPKINS 1953
 GC1227_MARK LOGO: CGS   
 GC1227_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC1227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1227+STABILITY: POSITION/ELEVATION WELL
 GC1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC1227+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1995
 GC1227
 GC1227  HISTORY     - Date     Condition        Report By
 GC1227  HISTORY     - 1953     MONUMENTED       CGS
 GC1227  HISTORY     - 1968     GOOD             CGS
 GC1227  HISTORY     - 1968     GOOD             CGS
 GC1227  HISTORY     - 19951121 GOOD             LOWE
 GC1227
 GC1227                          STATION DESCRIPTION
 GC1227
 GC1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC1227'STATION IS LOCATED 5 MILES EAST OF HOPKINSVILLE ON PROPERTY OWNED BY
 GC1227'FRED HARNED.  IT IS 115 FEET NORTHEAST OF THE NORTHWEST CORNER
 GC1227'OF A HOUSE, 70 FEET NORTHEAST OF A FENCE CORNER AND 6 FEET WEST OF
 GC1227'A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 GC1227'STAMPED---HOPKINS 1953---.
 GC1227'
 GC1227'REFERENCE MARK NO. 1 IS 70 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 GC1227'THE HOUSE AND 26 FEET NORTH OF THE FENCE CORNER.  THE MARK IS FLUSH
 GC1227'AND THE DISK IS STAMPED---HOPKINS NO 1 1953---.
 GC1227'
 GC1227'REFERENCE MARK NO. 2 IS 101 FEET NORTH OF THE NORTHWEST CORNER OF THE
 GC1227'HOUSE AND 76 FEET NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 GC1227'DISK IS STAMPED---HOPKINS NO 2 1953---.
 GC1227'
 GC1227'AZIMUTH MARK IS 41 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 68, 28
 GC1227'FEET SOUTHWEST OF AN 8 INCH PINE TREE, 14 FEET NORTH OF A TELEPHONE
 GC1227'POLE AND 13 FEET NORTH OF A FENCE LINE AND WHITE WITNESS POST.  THE
 GC1227'MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED---HOPKINS 1953---.
 GC1227'
 GC1227'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 68 AND
 GC1227'41, IN THE EAST SECTION OF HOPKINSVILLE, GO EAST ON HIGHWAY 68 FOR
 GC1227'4.4 MILES TO A GATE AND ENTRANCE DRIVE ON THE LEFT, TURN LEFT,
 GC1227'PASSING THROUGH THE GATE AND GO NORTH ALONG A FENCE
 GC1227'LINE FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 GC1227'
 GC1227'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ACROSS PASTURE FOR
 GC1227'0.2 MILE TO A PINE TREE AND THE MARK AS DESCRIBED.
 GC1227'
 GC1227'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC1227
 GC1227                          STATION RECOVERY (1968)
 GC1227
 GC1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 GC1227'THE STATION MARK, STAMPED---HOPKINS 1953---, IS ABOUT 0.1 MILE
 GC1227'SOUTHWEST ALONG SOUTH MAIN STREET FROM THE CHRISTIAN COUNTY
 GC1227'COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE EAST ALONG EAST 9TH
 GC1227'STREET WHICH IS U.S. HIGHWAYS 41 AND 68 AND STATE HIGHWAYS
 GC1227'80 AND 109, THENCE 4.4 MILES EAST ALONG U.S. HIGHWAY 68 AND
 GC1227'STATE HIGHWAY 80, THENCE 0.1 MILE NORTH ALONG A PRIVATE
 GC1227'DRIVEWAY LEADING TO A FRAME HOUSE, 120 FEET NORTHEAST OF THE
 GC1227'NORTHEAST CORNER OF A PORCH WHICH IS LOCATED ON THE NORTH SIDE
 GC1227'OF THE HOUSE, SET IN THE TOP OF A FLAT ROCK OUTCROP ABOUT 8
 GC1227'INCHES BELOW THE SURFACE OF THE GROUND, 70 FEET NORTH OF A
 GC1227'CORNER FENCE POST, 80 FEET NORTHEAST OF A 10-INCH PEACH
 GC1227'TREE, 67.18 FEET EAST OF HOPKINS R.M. 2, 45.79 FEET NORTH OF
 GC1227'HOPKINS R.M. 1, 0.25 MILE NORTHWEST OF HOPKINS
 GC1227'AZIMUTH, AND 0.7 FOOT SOUTH OF A METAL WITNESS POST.
 GC1227'
 GC1227'R.M. 1, STAMPED---HOPKINS NO 1 1953---, IS 45.79 FEET SOUTH OF
 GC1227'THE STATION MARK, 74 FEET NORTHEAST OF THE NORTHEAST CORNER
 GC1227'OF A PORCH WHICH IS LOCATED ON THE NORTH SIDE OF THE HOUSE, SET
 GC1227'IN THE TOP OF A FLAT ROCK OUTCROP ABOUT LEVEL WITH THE SURFACE
 GC1227'OF THE GROUND, AND 35-1/2 FEET NORTHEAST OF A 10-INCH PEACH TREE.
 GC1227'
 GC1227'R.M. 2, STAMPED---HOPKINS NO 2 1953---, IS 67.18 FEET WEST OF
 GC1227'THE STATION MARK, 102 FEET NORTH OF THE NORTHWEST CORNER OF
 GC1227'THE HOUSE, SET IN THE TOP OF A FLAT ROCK OUTCROP 1 INCH BELOW
 GC1227'THE LEVEL OF THE GROUND, 79 FEET NORTHWEST OF A 10-INCH PEACH
 GC1227'TREE, AND 75-1/2 FEET NORTH OF A FENCE.
 GC1227'
 GC1227'THE AZIMUTH MARK, STAMPED---HOPKINS 1953---, IS 0.25 MILE
 GC1227'SOUTHEAST OF THE STATION MARK, 145 YARDS WEST OF THE CENTER OF
 GC1227'A JUNCTION OF THE HIGHWAY AND A PAVED ROAD, 47-1/2 FEET NORTH
 GC1227'OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF A 5 X 7-FOOT
 GC1227'LIMESTONE OUTCROP WHICH PROJECTS 12 INCHES ABOVE THE
 GC1227'SURFACE OF THE GROUND, 76 FEET WEST OF A CORNER FENCE POST,
 GC1227'16-1/2 FEET NORTH OF TELEPHONE POLE NUMBER 79, 30-1/2 FEET
 GC1227'WEST OF A 14-INCH CEDAR TREE, 15 FEET NORTH OF A FENCE, AND
 GC1227'ABOUT 4-1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GC1227'
 GC1227'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GC1227'5.2 MILES EAST.
 GC1227
 GC1227                          STATION RECOVERY (1968)
 GC1227
 GC1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 GC1227'5.2 MI E FROM HOPKINSVILLE.
 GC1227'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1227'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE
 GC1227'EAST ALONG EAST 9TH STREET WHICH IS U.S. HIGHWAYS 41 AND 68 AND
 GC1227'STATE HIGHWAY 80 AND 109, THENCE 4.4 MILES EAST ALONG U.S.
 GC1227'HIGHWAY 68 AND STATE HIGHWAY 80, THENCE 0.1 MILE NORTH ALONG A
 GC1227'PRIVATE DRIVEWAY LEADING TO A FRAME HOUSE, 120 FEET NORTHEAST OF
 GC1227'THE NORTHEAST CORNER OF A PORCH WHICH IS LOCATED ON THE NORTH
 GC1227'SIDE OF THE HOUSE, SET IN THE TOP OF A FLAT ROCK OUTCROP ABOUT
 GC1227'8 INCHES BELOW THE SURFACE OF THE GROUND, 70 FEET NORTH OF A
 GC1227'CORNER FENCE POST, 80 FEET NORTHEAST OF A 10-INCH PECAN TREE,
 GC1227'67.18 FEET EAST OF HOPKINS R.M. 2, 45.79 FEET NORTH OF HOPKINS
 GC1227'R.M. 1, 0.25 MILE NORTHWEST OF HOPKINS AZIMUTH, AND 0.7 FOOT
 GC1227'SOUTH OF A METAL WITNESS POST.
 GC1227
 GC1227                          STATION RECOVERY (1995)
 GC1227
 GC1227'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 GC1227'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1225 ***********************************************************************
 GC1225  DESIGNATION -  HOPKINS AZ MK
 GC1225  PID         -  GC1225
 GC1225  STATE/COUNTY-  KY/CHRISTIAN
 GC1225  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1225
 GC1225                         *CURRENT SURVEY CONTROL
 GC1225  ___________________________________________________________________
 GC1225* NAD 83(1986)-  36 51 07.     (N)    087 23 54.     (W)     SCALED    
 GC1225* NAVD 88     -       182.876  (meters)     599.99   (feet)  ADJUSTED  
 GC1225  ___________________________________________________________________
 GC1225  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC1225  DYNAMIC HT  -         182.732 (meters)     599.51  (feet)  COMP
 GC1225  MODELED GRAV-     979,841.3   (mgal)                       NAVD 88
 GC1225
 GC1225  VERT ORDER  -  FIRST     CLASS I
 GC1225
 GC1225.The horizontal coordinates were scaled from a topographic map and have
 GC1225.an estimated accuracy of +/- 6 seconds.
 GC1225
 GC1225.The orthometric height was determined by differential leveling
 GC1225.and adjusted by the National Geodetic Survey in June 1991..
 GC1225
 GC1225.The geoid height was determined by GEOID03.
 GC1225
 GC1225.The dynamic height is computed by dividing the NAVD 88
 GC1225.geopotential number by the normal gravity value computed on the
 GC1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1225.degrees latitude (g = 980.6199 gals.).
 GC1225
 GC1225.The modeled gravity was interpolated from observed gravity values.
 GC1225
 GC1225;                    North         East    Units  Estimated Accuracy
 GC1225;SPC KY1Z     - 1,058,860.    1,352,990.      MT  (+/- 180 meters Scaled)
 GC1225
 GC1225                          SUPERSEDED SURVEY CONTROL
 GC1225
 GC1225  NGVD 29 (??/??/92)  182.948  (m)          600.22   (f) ADJ UNCH    1 1
 GC1225
 GC1225.Superseded values are not recommended for survey control.
 GC1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1225.See file dsdata.txt to determine how the superseded data were derived.
 GC1225
 GC1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF644785(NAD 83)
 GC1225_MARKER: DZ = AZIMUTH MARK DISK
 GC1225_SETTING: 66 = SET IN ROCK OUTCROP
 GC1225_SP_SET: ROCK OUTCROP
 GC1225_STAMPING: HOPKINS 1953
 GC1225_MARK LOGO: CGS   
 GC1225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1225+STABILITY: POSITION/ELEVATION WELL
 GC1225
 GC1225  HISTORY     - Date     Condition        Report By
 GC1225  HISTORY     - 1953     MONUMENTED       CGS
 GC1225  HISTORY     - 1968     GOOD             CGS
 GC1225
 GC1225                          STATION DESCRIPTION
 GC1225
 GC1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1225'5.2 MI E FROM HOPKINSVILLE.
 GC1225'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1225'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE
 GC1225'EAST ALONG EAST 9TH STREET WHICH IS U.S. HIGHWAYS 41 AND 68 AND
 GC1225'STATE HIGHWAY 80 AND 109, THENCE 4.55 MILES EAST ALONG U.S.
 GC1225'HIGHWAY 68 AND STATE HIGHWAY 80, OR ABOUT 5.45 MILES WEST ALONG
 GC1225'U.S. HIGHWAY 68 AND STATE HIGHWAY 80 FROM THE JEFFERSON DAVIS
 GC1225'MONUMENT AT FAIRVIEW, 145 YARDS WEST OF THE CENTER OF A JUNCTION
 GC1225'OF THE HIGHWAY AND A PAVED ROAD, 47 1/2 FEET NORTH OF THE
 GC1225'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF A 5 X 7-FOOT
 GC1225'LIMESTONE OUTCROP WHICH PROJECTS 12 INCHES ABOVE THE SURFACE
 GC1225'OF THE GROUND, 76 FEET WEST OF A CORNER FENCE POST, 16 1/2 FEET
 GC1225'NORTH OF TELEPHONE POLE NUMBER 79, 30 1/2 FEET WEST OF A 14-INCH
 GC1225'CEDAR TREE, 15 FEET NORTH OF A FENCE, 0.25 MILE SOUTHEAST OF
 GC1225'TRIANGULATION STATION HOPKINS 1953, AND ABOUT 4 1/2 FEET ABOVE
 GC1225'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1226 ***********************************************************************
 GC1226  DESIGNATION -  HOPKINS RM 1
 GC1226  PID         -  GC1226
 GC1226  STATE/COUNTY-  KY/CHRISTIAN
 GC1226  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1226
 GC1226                         *CURRENT SURVEY CONTROL
 GC1226  ___________________________________________________________________
 GC1226* NAD 83(1986)-  36 51 09.     (N)    087 24 05.     (W)     SCALED    
 GC1226* NAVD 88     -       189.982  (meters)     623.30   (feet)  ADJUSTED  
 GC1226  ___________________________________________________________________
 GC1226  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC1226  DYNAMIC HT  -         189.832 (meters)     622.81  (feet)  COMP
 GC1226  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 GC1226
 GC1226  VERT ORDER  -  FIRST     CLASS I
 GC1226
 GC1226.The horizontal coordinates were scaled from a topographic map and have
 GC1226.an estimated accuracy of +/- 6 seconds.
 GC1226
 GC1226.The orthometric height was determined by differential leveling
 GC1226.and adjusted by the National Geodetic Survey in June 1991..
 GC1226
 GC1226.The geoid height was determined by GEOID03.
 GC1226
 GC1226.The dynamic height is computed by dividing the NAVD 88
 GC1226.geopotential number by the normal gravity value computed on the
 GC1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1226.degrees latitude (g = 980.6199 gals.).
 GC1226
 GC1226.The modeled gravity was interpolated from observed gravity values.
 GC1226
 GC1226;                    North         East    Units  Estimated Accuracy
 GC1226;SPC KY1Z     - 1,058,920.    1,352,720.      MT  (+/- 180 meters Scaled)
 GC1226
 GC1226                          SUPERSEDED SURVEY CONTROL
 GC1226
 GC1226  NGVD 29 (??/??/92)  190.053  (m)          623.53   (f) ADJ UNCH    1 1
 GC1226
 GC1226.Superseded values are not recommended for survey control.
 GC1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1226.See file dsdata.txt to determine how the superseded data were derived.
 GC1226
 GC1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF642785(NAD 83)
 GC1226_MARKER: DR = REFERENCE MARK DISK
 GC1226_SETTING: 66 = SET IN ROCK OUTCROP
 GC1226_SP_SET: ROCK OUTCROP
 GC1226_STAMPING: HOPKINS NO 1 1953
 GC1226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1226+STABILITY: POSITION/ELEVATION WELL
 GC1226
 GC1226  HISTORY     - Date     Condition        Report By
 GC1226  HISTORY     - 1953     MONUMENTED       CGS
 GC1226  HISTORY     - 1968     GOOD             NGS
 GC1226
 GC1226                          STATION DESCRIPTION
 GC1226
 GC1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1226'5.2 MI E FROM HOPKINSVILLE.
 GC1226'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1226'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE
 GC1226'EAST ALONG EAST 9TH STREET WHICH IS U.S. HIGHWAYS 41 AND 68 AND
 GC1226'STATE HIGHWAY 80 AND 109, THENCE 4.4 MILES EAST ALONG U.S.
 GC1226'HIGHWAY 68 AND STATE HIGHWAY 80 AND 109, THENCE 4.4 MILES EAST
 GC1226'ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE 0.1 MILE
 GC1226'NORTH ALONG A PRIVATE DRIVEWAY LEADING TO A FRAME HOUSE, 74 FEET
 GC1226'NORTHEAST OF THE NORTHEAST CORNER OF A PORCH WHICH IS LOCATED
 GC1226'ON THE NORTH SIDE OF THE HOUSE, SET IN THE TOP OF A FLAT ROCK
 GC1226'OUTCROP ABOUT LEVEL WITH THE SURFACE OF THE GROUND, 35 1/2 FEET
 GC1226'NORTHEAST OF A 10-INCH PECAN TREE, AND 45.79 FEET SOUTH OF
 GC1226'TRIANGULATION STATION HOPKINS 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1228 ***********************************************************************
 GC1228  DESIGNATION -  HOPKINS RM 2
 GC1228  PID         -  GC1228
 GC1228  STATE/COUNTY-  KY/CHRISTIAN
 GC1228  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1228
 GC1228                         *CURRENT SURVEY CONTROL
 GC1228  ___________________________________________________________________
 GC1228* NAD 83(1986)-  36 51 09.     (N)    087 24 05.     (W)     SCALED    
 GC1228* NAVD 88     -       190.780  (meters)     625.92   (feet)  ADJUSTED  
 GC1228  ___________________________________________________________________
 GC1228  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC1228  DYNAMIC HT  -         190.630 (meters)     625.43  (feet)  COMP
 GC1228  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 GC1228
 GC1228  VERT ORDER  -  FIRST     CLASS I
 GC1228
 GC1228.The horizontal coordinates were scaled from a topographic map and have
 GC1228.an estimated accuracy of +/- 6 seconds.
 GC1228
 GC1228.The orthometric height was determined by differential leveling
 GC1228.and adjusted by the National Geodetic Survey in June 1991..
 GC1228
 GC1228.The geoid height was determined by GEOID03.
 GC1228
 GC1228.The dynamic height is computed by dividing the NAVD 88
 GC1228.geopotential number by the normal gravity value computed on the
 GC1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1228.degrees latitude (g = 980.6199 gals.).
 GC1228
 GC1228.The modeled gravity was interpolated from observed gravity values.
 GC1228
 GC1228;                    North         East    Units  Estimated Accuracy
 GC1228;SPC KY1Z     - 1,058,920.    1,352,720.      MT  (+/- 180 meters Scaled)
 GC1228
 GC1228                          SUPERSEDED SURVEY CONTROL
 GC1228
 GC1228  NGVD 29 (??/??/92)  190.852  (m)          626.15   (f) ADJ UNCH    1 1
 GC1228
 GC1228.Superseded values are not recommended for survey control.
 GC1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1228.See file dsdata.txt to determine how the superseded data were derived.
 GC1228
 GC1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF642785(NAD 83)
 GC1228_MARKER: DR = REFERENCE MARK DISK
 GC1228_SETTING: 66 = SET IN ROCK OUTCROP
 GC1228_SP_SET: ROCK OUTCROP
 GC1228_STAMPING: HOPKINS NO 2 1953
 GC1228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1228+STABILITY: POSITION/ELEVATION WELL
 GC1228
 GC1228  HISTORY     - Date     Condition        Report By
 GC1228  HISTORY     - 1953     MONUMENTED       CGS
 GC1228  HISTORY     - 1968     GOOD             NGS
 GC1228
 GC1228                          STATION DESCRIPTION
 GC1228
 GC1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1228'5.2 MI E FROM HOPKINSVILLE.
 GC1228'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1228'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE
 GC1228'EAST ALONG EAST 9TH STREET WHICH IS U.S. HIGHWAY 41 AND 68 AND
 GC1228'STATE HIGHWAY 80 AND 109, THENCE 4.4 MILES EAST ALONG U.S.
 GC1228'HIGHWAY 68 AND STATE HIGHWAY 80, THENCE 0.1 MILE NORTH ALONG A
 GC1228'PRIVATE DRIVEWAY LEADING TO A FRAME HOUSE, 102 FEET NORTH OF THE
 GC1228'NORTHWEST CORNER OF THE HOUSE, SET IN THE TOP OF A FLAT ROCK
 GC1228'OUTCROP 1 INCH BELOW THE LEVEL OF THE GROUND, 79 FEET NORTHWEST
 GC1228'OF A 10-INCH PECAN TREE, 75 1/2 FEET NORTH OF A FENCE, AND 67.18
 GC1228'FEET WEST OF TRIANGULATION STATION HOPKINS 1953.  NOTE-- THE
 GC1228'STABILITY OF THIS ROCK IS QUESTIONABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2728 ***********************************************************************
 GC2728  SACS        -  This is a Secondary Airport Control Station.
 GC2728  DESIGNATION -  HOPKINSPORT AZ MK
 GC2728  PID         -  GC2728
 GC2728  STATE/COUNTY-  KY/CHRISTIAN
 GC2728  USGS QUAD   -  HOPKINSVILLE (1982)
 GC2728
 GC2728                         *CURRENT SURVEY CONTROL
 GC2728  ___________________________________________________________________
 GC2728* NAD 83(1993)-  36 51 25.39642(N)    087 27 22.74791(W)     ADJUSTED  
 GC2728* NAVD 88     -       161.87   (meters)     531.1    (feet)  GPS OBS   
 GC2728  ___________________________________________________________________
 GC2728  X           -     226,770.642 (meters)                     COMP
 GC2728  Y           -  -5,104,595.506 (meters)                     COMP
 GC2728  Z           -   3,804,791.463 (meters)                     COMP
 GC2728  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 GC2728  ELLIP HEIGHT-         132.37  (meters)          (01/09/97) GPS OBS
 GC2728  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC2728
 GC2728  HORZ ORDER  -  FIRST
 GC2728  ELLP ORDER  -  THIRD     CLASS I
 GC2728
 GC2728.This mark is at Hopkinsville-Christian Co Airport (HVC)
 GC2728
 GC2728.The horizontal coordinates were established by GPS observations
 GC2728.and adjusted by the National Geodetic Survey in January 1997..
 GC2728
 GC2728.The orthometric height was determined by GPS observations and a
 GC2728.high-resolution geoid model.
 GC2728
 GC2728.GPS derived orthometric heights for airport stations designated as
 GC2728.PACS or SACS are published to 2 decimal places.  This maintains
 GC2728.centimeter relative accuracy between the PACS and SACS.  It does
 GC2728.not indicate centimeter accuracy relative to other marks which are
 GC2728.part of the NAVD 88 network.
 GC2728
 GC2728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2728
 GC2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2728
 GC2728.The ellipsoidal height was determined by GPS observations
 GC2728.and is referenced to NAD 83.
 GC2728
 GC2728.The geoid height was determined by GEOID03.
 GC2728
 GC2728;                    North         East     Units Scale Factor Converg.
 GC2728;SPC KY1Z     - 1,059,517.617 1,347,832.932   MT  1.00006183   -1 02 51.4
 GC2728;SPC KY1Z     - 3,476,100.72  4,422,015.21   sFT  1.00006183   -1 02 51.4
 GC2728;SPC KY S     -   559,493.277   347,845.199   MT  0.99997985   -1 02 05.3
 GC2728;SPC KY S     - 1,835,604.19  1,141,222.12   sFT  0.99997985   -1 02 05.3
 GC2728;UTM  16      - 4,079,112.321   459,322.542   MT  0.99962038   -0 16 25.4
 GC2728
 GC2728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2728!SPC KY1Z     -   0.99997923  x   1.00006183  =   1.00004106
 GC2728!SPC KY S     -   0.99997923  x   0.99997985  =   0.99995908
 GC2728!UTM  16      -   0.99997923  x   0.99962038  =   0.99959961
 GC2728
 GC2728:                Primary Azimuth Mark                     Grid Az
 GC2728:SPC KY1Z     -  HOPKINSPORT                              078 28 14.8
 GC2728:SPC KY S     -  HOPKINSPORT                              078 27 28.7
 GC2728:UTM  16      -  HOPKINSPORT                              077 41 48.8
 GC2728
 GC2728|---------------------------------------------------------------------|
 GC2728| PID    Reference Object                     Distance      Geod. Az  |
 GC2728|                                                           dddmmss.s |
 GC2728| GC2727 HOPKINSPORT                         APPROX. 0.6 KM 0772523.4 |
 GC2728|---------------------------------------------------------------------|
 GC2728
 GC2728                          SUPERSEDED SURVEY CONTROL
 GC2728
 GC2728  NAD 83(1993)-  36 51 25.39643(N)    087 27 22.74762(W) AD(       ) 3
 GC2728  ELLIP H (12/20/95)  132.36   (m)                       GP(       ) 4 1
 GC2728  NAD 83(1993)-  36 51 25.40343(N)    087 27 22.75459(W) AD(       ) 3
 GC2728  NAD 83(1986)-  36 51 25.40849(N)    087 27 22.75067(W) AD(       ) 3
 GC2728  NGVD 29 (11/06/89)  161.8    (m)          531.     (f) GPS OBS        
 GC2728
 GC2728.Superseded values are not recommended for survey control.
 GC2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2728.See file dsdata.txt to determine how the superseded data were derived.
 GC2728
 GC2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5932379112(NAD 83)
 GC2728_MARKER: DZ = AZIMUTH MARK DISK
 GC2728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2728_SP_SET: HEADWALL OF CONCRETE CATCH BASIN
 GC2728_STAMPING: HOPKINSPORT AZ MK 1989
 GC2728_MARK LOGO: NGS   
 GC2728_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2728+STABILITY: SURFACE MOTION
 GC2728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2728+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1996
 GC2728
 GC2728  HISTORY     - Date     Condition        Report By
 GC2728  HISTORY     - 1989     MONUMENTED       NGS
 GC2728  HISTORY     - 19901112 GOOD             NGS
 GC2728  HISTORY     - 19951121 GOOD             LOWE
 GC2728  HISTORY     - 19960721 GOOD             NGS
 GC2728
 GC2728                          STATION DESCRIPTION
 GC2728
 GC2728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GC2728'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) MILES EAST OF
 GC2728'HOPKINSVILLE, ON US HIGHWAY 68, AT HOPKINSVILLE-CHRISTIAN COUNTY
 GC2728'AIRPORT.  OWNERSHIP--HOPKINSVILLE-CHRISTIAN COUNTY AIRPORT BOARD, 2600
 GC2728'RUSSELLVILLE ROAD, HOPKINSVILLE, KY 42240, PHONE 502-887-4157.
 GC2728'AIRPORT MANAGER IS ROY S. HUGHES.
 GC2728'TO REACH THE STATION FROM THE INTERSECTION OF PENNYRILE PARKWAY AND US
 GC2728'HIGHWAY 68, EAST OF HOPKINSVILLE, DRIVE EAST FOR 2.12 KM (1.30 MI) ON
 GC2728'US HIGHWAY 68 TO A PAVED ROAD RIGHT. (THE ROAD IS MARKED BY SIGNS FOR
 GC2728'THE AIRPORT AND CHRISTIAN COUNTY ANIMAL SHELTER.)  TURN RIGHT AND
 GC2728'DRIVE SOUTH FOR 0.28 KM (0.15 MI) TO A DEAD END.  TURN RIGHT AT THE
 GC2728'DEAD END AND DRIVE WEST FOR 0.14 KM (0.10 MI) TO THE AIRPORT OFFICE.
 GC2728'TO REACH THE STATION FROM THE CHAINLINK FENCE DRIVE SOUTHWEST ACROSS
 GC2728'THE FUELING APRON TO A TAXIWAY.  TURN RIGHT AND DRIVE SOUTHWEST FOR
 GC2728'0.48 KM (0.30 MI) ALONG THE TAXI TO THE AZIMUTH MARK ON THE LEFT.
 GC2728'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK STAMPED---HOPKINSPORT
 GC2728'AZ MK 1989---, SET IN THE TOP AND CENTER OF THE EAST HEADWALL OF A
 GC2728'CONCRETE CATCH BASIN IN THE MEDIAN BETWEEN THE RUNWAY AND TAXIWAY.
 GC2728'LOCATED 32.8 M (107.6 FT) NORTH OF THE CENTERLINE OF THE RUNWAY, 28.4
 GC2728'M (93.2 FT) SOUTH OF THE CENTERLINE OF THE TAXIWAY, 23.2 M (76.1 FT)
 GC2728'SOUTH-SOUTHEAST OF A 2 BY 2 FOOT CONCRETE DUCT COVER FLUSH WITH GROUND
 GC2728'AND 0.7 M (2.3 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 GC2728'DESCRIBED BY M.J. WELLSLAGER AND M.L. MCCREADY.
 GC2728
 GC2728                          STATION RECOVERY (1990)
 GC2728
 GC2728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GC2728'THE STATION IS LOCATED IN THE CENTRAL PART OF THE AIRPORT IN THE GRASS
 GC2728'AREA BETWEEN RWY 8-26 AND THE PARALLEL TAXIWAY AND EAST OF THE CENTRAL
 GC2728'N/S TAXIWAY.  IT IS 107.5 FT (32.8 M) NORTH OF THE CL OF THE RUNWAY,
 GC2728'101.5 FT (30.9 M) EAST OF THE CL OF THE N/S TAXIWAY, 92.0 FT (28.0 M)
 GC2728'SOUTH OF THE CL OF THE PARALLEL TAXIWAY, AND 2.3 FT (0.7 M) SOUTH OF A
 GC2728'ONE FOOT HIGH FIBERGLASS WITNESS SIGN.  IT IS AN NGS AZIMUTH MARK DISK
 GC2728'STAMPED, HOPKINSPORT AZ MK 1989 AND SET IN A DRILL HOLE IN THE TOP AND
 GC2728'CENTER OF THE EAST WALL OF A CONCRETE CATCH BASIN WHICH IS FLUSH WITH
 GC2728'THE GROUND.
 GC2728
 GC2728                          STATION RECOVERY (1995)
 GC2728
 GC2728'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 GC2728'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 GC2728'STATION.
 GC2728
 GC2728                          STATION RECOVERY (1996)
 GC2728
 GC2728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 GC2728'THIS STATION IS A SECONDARY AIRPORT CONTROL.  THE STATION IS LOCATED
 GC2728'ON THE HOPKINSVILLE-CHRISTIAN COUNTY AIRPORT IN THE GRASS AREA BETWEEN
 GC2728'THE PARALLEL TAXIWAY AND RUNWAY NEAR MIDFIELD OF THE AIRPORT.  TO
 GC2728'OBTAIN ACCESS CONTACT MR.  ALFRED H.  ECKLES III, AIRPORT DIRECTOR,
 GC2728'HOPKINSVILLE-CHRISTIAN COUNTY AIRPORT, 2600 RUSSELLVILLE ROAD,
 GC2728'HOPKINSVILLE, KY 42240, TELEPHONE 502-887-4157. TO REACH THE STATION
 GC2728'FROM THE FROM THE INTERSECTION OF PENNYRILE PARKWAY AND U.S.  HIGHWAY
 GC2728'68, PROCEED EAST ON U.S.  HIGHWAY 68 FOR 1.3 MI (2.1 KM) TO A PAVED
 GC2728'ROAD RIGHT.  TURN RIGHT, SOUTH, FOR 0.15 MI (0.24 KM) TO A DEAD END AT
 GC2728'HANGARS, AND TURN RIGHT AND PROCEED WEST FOR 0.1 MI (0.2 KM) TO THE
 GC2728'AIRPORT OFFICE AND A GATE.  PROCEED THROUGH THE GATE AND PROCEED
 GC2728'ACROSS THE APRON TO THE PARALLEL TAXIWAY, TURN RIGHT, AND PROCEED WEST
 GC2728'ON THE TAXIWAY FOR .35 MI (0.56 KM) TO A CONNECTING TAXIWAY, TURN LEFT
 GC2728'AND PROCEED TO THE HOLD BAR AND THE STATION ON THE LEFT.  THE STATION
 GC2728'IS AN AZIMUTH MARK DISK STAMPED---HOPKINSPORT AZ MK 1989-- SET IN THE
 GC2728'TOP AND CENTER OF THE EAST SIDE OF A CONCRETE DRAIN BETWEEN THE RUNWAY
 GC2728'AND PARALLEL TAXIWAY.  THE STATION IS 107.6 FT (32.8 M) NORTH OF THE
 GC2728'CENTERLINE OF RUNWAY, 93.2 FT (28.4 M) SOUTH OF THE CENTERLINE OF THE
 GC2728'PARALLEL TAXIWAY, 76.1 FT (23.2 M) SOUTH-SOUTHEAST OF A 2 BY 2 FOOT
 GC2728'(0.6 M) CONCRETE DUCT COVER FLUSH WITH THE GROUND AND 2.3 FT (0.7 M)
 GC2728'SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1240 ***********************************************************************
 GC1240  DESIGNATION -  HOPKINSVILLE 2
 GC1240  PID         -  GC1240
 GC1240  STATE/COUNTY-  KY/CHRISTIAN
 GC1240  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1240
 GC1240                         *CURRENT SURVEY CONTROL
 GC1240  ___________________________________________________________________
 GC1240* NAD 83(1993)-  36 51 35.96305(N)    087 28 37.65698(W)     ADJUSTED  
 GC1240* NAVD 88     -       203.146  (meters)     666.49   (feet)  ADJUSTED  
 GC1240  ___________________________________________________________________
 GC1240  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 GC1240  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC1240  DYNAMIC HT  -         202.986 (meters)     665.96  (feet)  COMP
 GC1240  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 GC1240
 GC1240  HORZ ORDER  -  SECOND
 GC1240  VERT ORDER  -  FIRST     CLASS I
 GC1240
 GC1240.The horizontal coordinates were established by classical geodetic methods
 GC1240.and adjusted by the National Geodetic Survey in December 1995..
 GC1240
 GC1240.The orthometric height was determined by differential leveling
 GC1240.and adjusted by the National Geodetic Survey in June 1991..
 GC1240
 GC1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1240
 GC1240.The geoid height was determined by GEOID03.
 GC1240
 GC1240.The dynamic height is computed by dividing the NAVD 88
 GC1240.geopotential number by the normal gravity value computed on the
 GC1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1240.degrees latitude (g = 980.6199 gals.).
 GC1240
 GC1240.The modeled gravity was interpolated from observed gravity values.
 GC1240
 GC1240;                    North         East     Units Scale Factor Converg.
 GC1240;SPC KY1Z     - 1,059,877.448 1,345,983.536   MT  1.00006093   -1 03 37.4
 GC1240;SPC KY1Z     - 3,477,281.26  4,415,947.65   sFT  1.00006093   -1 03 37.4
 GC1240;SPC KY S     -   559,852.663   345,995.875   MT  0.99997943   -1 02 50.8
 GC1240;SPC KY S     - 1,836,783.28  1,135,154.80   sFT  0.99997943   -1 02 50.8
 GC1240;UTM  16      - 4,079,446.989   457,469.271   MT  0.99962228   -0 17 10.4
 GC1240
 GC1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1240!SPC KY1Z     -   0.99997275  x   1.00006093  =   1.00003368
 GC1240!SPC KY S     -   0.99997275  x   0.99997943  =   0.99995218
 GC1240!UTM  16      -   0.99997275  x   0.99962228  =   0.99959504
 GC1240
 GC1240|---------------------------------------------------------------------|
 GC1240| PID    Reference Object                     Distance      Geod. Az  |
 GC1240|                                                           dddmmss.s |
 GC1240| GC1239 HOPKINSVILLE 2 RM 1                                01510     |
 GC1240| CG6112 HOPKINSVILLE 2 AZ MK                               0643245.2 |
 GC1240| GC2507 HOPKINSVILLE W KY ST HOSP DOME      APPROX. 2.4 KM 0771744.3 |
 GC1240| GC1241 HOPKINSVILLE 2 RM 2                  26.168 METERS 28959     |
 GC1240| GC2647 HOPKINSVILLE RADIO WHOP MAST        APPROX. 3.9 KM 3075255.9 |
 GC1240| GC2505 HOPKINSVILLE MUNICIPAL TK            12.737 METERS 33622     |
 GC1240| GC2506 HOPKINSVILLE TVA STEAM PLT STK      APPROX. 1.4 KM 3532937.9 |
 GC1240|---------------------------------------------------------------------|
 GC1240
 GC1240                          SUPERSEDED SURVEY CONTROL
 GC1240
 GC1240  NAD 83(1986)-  36 51 35.97282(N)    087 28 37.66010(W) AD(       ) 2
 GC1240  NAD 27      -  36 51 35.81400(N)    087 28 37.63700(W) AD(       ) 2
 GC1240  NGVD 29 (??/??/92)  203.214  (m)          666.71   (f) ADJ UNCH    1 1
 GC1240
 GC1240.Superseded values are not recommended for survey control.
 GC1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1240.See file dsdata.txt to determine how the superseded data were derived.
 GC1240
 GC1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5746979447(NAD 83)
 GC1240_MARKER: DS = TRIANGULATION STATION DISK
 GC1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1240_STAMPING: HOPKINSVILLE 2 1952
 GC1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1240+STABILITY: SURFACE MOTION
 GC1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC1240+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001
 GC1240
 GC1240  HISTORY     - Date     Condition        Report By
 GC1240  HISTORY     - 1952     MONUMENTED       CGS
 GC1240  HISTORY     - 1968     GOOD             CGS
 GC1240  HISTORY     - 1968     GOOD             NGS
 GC1240  HISTORY     - 20011023 GOOD             PENRIL
 GC1240  HISTORY     - 20060518 MARK NOT FOUND   PENRIL
 GC1240
 GC1240                          STATION DESCRIPTION
 GC1240
 GC1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC1240'STATION IS LOCATED ON A HIGH HILL IN THE SOUTHEAST SECTION OF
 GC1240'HOPKINSVILLE, ON CITY PROPERTY.  IT IS 18 FEET SOUTHEAST OF THE
 GC1240'SOUTH LEG OF THE MUNICIPAL WATER TANK AND 5 FEET NORTHEAST OF A WHITE
 GC1240'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GC1240'STAMPED HOPKINSVILLE 2 1952.
 GC1240'
 GC1240'REFERENCE MARK NO. 1 IS 61 FEET NORTHEAST OF THE CENTER OF THE WATER
 GC1240'TANK AND 25 FEET NORTH OF A 24 INCH OAK TREE.  THE MARK PROJECTS
 GC1240'ABOUT 5 INCHES AND THE DISK IS STAMPED HOPKINSVILLE 2 NO 1 1952.
 GC1240'
 GC1240'REFERENCE MARK NO. 2 IS 8 FEET NORTHWEST OF A 24 INCH OAK TREE AND 6
 GC1240'FEET SOUTHEAST OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 3
 GC1240'INCHES AND THE DISK IS STAMPED HOPKINSVILLE 2 NO 2 1952.
 GC1240'
 GC1240'AZIMUTH MARK IS 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GC1240'CONCRETE STUCCO HOUSE, 28 FEET NORTH OF THE CENTER OF U.S.
 GC1240'HIGHWAY 68, 5 FEET EAST OF A WHITE WITNESS POST AND 2 FEET SOUTHWEST
 GC1240'OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK
 GC1240'IS STAMPED HOPKINSVILLE 2 1952.
 GC1240'
 GC1240'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 68 AND 41 IN
 GC1240'THE SOUTHEAST SECTION OF HOPKINSVILLE, GO SOUTH ON HIGHWAY 41
 GC1240'(EAST NINTH STREET) FOR 0.2 MILE TO A SIDE STREET LEFT, (CATES
 GC1240'STREET), TURN LEFT AND GO EAST ON CATES STREET FOR 0.1 MILE TO A
 GC1240'GATE, PASS THROUGH GATE AND CONTINUE EAST AND NORTH ON GRAVEL ROAD
 GC1240'FOR 0.2 MILE TO WATER TANK AT TOP OF HILL AND STATION AS DESCRIBED.
 GC1240'
 GC1240'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS 68 AND
 GC1240'41, GO EAST ON HIGHWAY 62 FOR 0.45 MILE TO THE MARK ON THE LEFT,
 GC1240'NORTH, SIDE OF ROAD AS DESCRIBED.
 GC1240'
 GC1240'HEIGHT OF LIGHT ABOVE STATION MARK 36 METERS.
 GC1240
 GC1240                          STATION RECOVERY (1968)
 GC1240
 GC1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 GC1240'THE STATION MARK, STAMPED HOPKINSVILLE 2 1952, IS ABOUT
 GC1240'0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE CHRISTIAN
 GC1240'COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE EAST ALONG
 GC1240'EAST 9TH STREET WHICH IS U.S. HIGHWAYS 41 AND 68 AND STATE
 GC1240'HIGHWAYS 80 AND 109, THENCE 0.15 MILE EAST ALONG MC LEAN
 GC1240'AVENUE WHICH IS U.S. HIGHWAY 68 AND STATE HIGHWAY 80 TO
 GC1240'HOUSE NUMBER 211, THENCE 0.1 MILE SOUTH CROSS-COUNTRY, 16-1/2
 GC1240'FEET SOUTHEAST OF THE MOST SOUTHERLY LEG OF THE CITY WATER
 GC1240'TOWER, 43 FEET SOUTHWEST OF THE WEST CORNER OF A CONCRETE
 GC1240'BUILDING, 39 FEET SOUTHWEST OF A 38-INCH OAK TREE, 89.63
 GC1240'FEET SOUTH OF HOPKINSVILLE 2 NO 1, 85.85 FEET SOUTHEAST OF
 GC1240'HOPKINSVILLE 2 R.M. 2, AND SET IN THE TOP OF A
 GC1240'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 GC1240'GROUND.
 GC1240'
 GC1240'R.M. 1, STAMPED HOPKINSVILLE 2 R.M. 1 1952, IS 60-1/2 FEET
 GC1240'NORTHEAST OF THE VERTICAL WATER PIPE IN THE CENTER OF THE
 GC1240'CITY WATER TOWER, 37 FEET NORTHEAST OF THE MOST NORTHEASTERLY
 GC1240'LEG OF THE WATER TOWER, 29-1/2 FEET NORTHEAST OF A POWER POLE
 GC1240'WHICH IS BRACED BY A GUY WIRE, 89.63 FEET NORTH OF THE STATION
 GC1240'MARK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GC1240'ABOVE THE SURFACE OF THE GROUND.
 GC1240'
 GC1240'R.M. 2, STAMPED HOPKINSVILLE 2 NO 2 1952, IS 85.85 FEET
 GC1240'NORTHWEST OF THE STATION MARK, 46 FEET WEST OF THE MOST
 GC1240'WESTERLY LEG OF THE CITY WATER TOWER, 48-1/2 FEET SOUTH OF A
 GC1240'POWER POLE WHICH BEARS A TRANSFORMER, 36-1/2 FEET SOUTHWEST
 GC1240'OF THE SOUTHWEST CORNER OF A 5 X 12-FOOT CONCRETE VAULT
 GC1240'CONTAINING WATER VALVES, 7-1/2 FEET WEST OF A 27-INCH OAK
 GC1240'TREE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GC1240'ABOVE THE SURFACE OF THE GROUND.
 GC1240'
 GC1240'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GC1240'0.85 MILE EAST.
 GC1240
 GC1240                          STATION RECOVERY (1968)
 GC1240
 GC1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC1240'0.8 MI E FROM HOPKINSVILLE.
 GC1240'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1240'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE EAST
 GC1240'ALONG EAST 9TH STREET WHICH IS U.S. HIGHWAY 41 AND 68 AND STATE
 GC1240'HIGHWAY 80 AND 109, THENCE 0.15 MILE EAST ALONG MC LEAN AVENUE
 GC1240'WHICH IS U.S. HIGHWAY 68 AND STATE HIGHWAY 80 TO HOUSE NUMBER
 GC1240'211, THENCE 0.1 MILE SOUTH CROSS-COUNTRY, 16 1/2 FEET SOUTHEAST
 GC1240'OF THE MOST SOUTHERLY LEG OF THE CITY WATER TOWER, 43 FEET
 GC1240'SOUTHWEST OF THE WEST CORNER OF A CONCRETE BUILDING, 39 FEET
 GC1240'SOUTHWEST OF A 38-INCH OAK TREE, 89.63 FEET SOUTH OF
 GC1240'HOPKINSVILLE 2 R.M. 1, 85.85 FEET SOUTHEAST OF HOPKINSVILLE 2
 GC1240'R.M. 2, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GC1240'INCHES ABOVE THE SURFACE OF THE GROUND.
 GC1240
 GC1240                          STATION RECOVERY (2001)
 GC1240
 GC1240'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2001 (JMC)
 GC1240'WATER TOWER GONE, BUT CONCRETE LEG PLATFORMS REMAIN.
 GC1240
 GC1240                          STATION RECOVERY (2006)
 GC1240
 GC1240'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2006 (JMC)
 GC1240'HEAVY OVERGROWTH AND GRASS COVER PREVENTED RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1239 ***********************************************************************
 GC1239  DESIGNATION -  HOPKINSVILLE 2 RM 1
 GC1239  PID         -  GC1239
 GC1239  STATE/COUNTY-  KY/CHRISTIAN
 GC1239  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1239
 GC1239                         *CURRENT SURVEY CONTROL
 GC1239  ___________________________________________________________________
 GC1239* NAD 83(1986)-  36 51 35.     (N)    087 28 37.     (W)     SCALED    
 GC1239* NAVD 88     -       203.317  (meters)     667.05   (feet)  ADJUSTED  
 GC1239  ___________________________________________________________________
 GC1239  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC1239  DYNAMIC HT  -         203.157 (meters)     666.52  (feet)  COMP
 GC1239  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 GC1239
 GC1239  VERT ORDER  -  FIRST     CLASS I
 GC1239
 GC1239.The horizontal coordinates were scaled from a topographic map and have
 GC1239.an estimated accuracy of +/- 6 seconds.
 GC1239
 GC1239.The orthometric height was determined by differential leveling
 GC1239.and adjusted by the National Geodetic Survey in June 1991..
 GC1239
 GC1239.The geoid height was determined by GEOID03.
 GC1239
 GC1239.The dynamic height is computed by dividing the NAVD 88
 GC1239.geopotential number by the normal gravity value computed on the
 GC1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1239.degrees latitude (g = 980.6199 gals.).
 GC1239
 GC1239.The modeled gravity was interpolated from observed gravity values.
 GC1239
 GC1239;                    North         East    Units  Estimated Accuracy
 GC1239;SPC KY1Z     - 1,059,850.    1,346,000.      MT  (+/- 180 meters Scaled)
 GC1239
 GC1239                          SUPERSEDED SURVEY CONTROL
 GC1239
 GC1239  NGVD 29 (??/??/92)  203.385  (m)          667.27   (f) ADJ UNCH    1 1
 GC1239
 GC1239.Superseded values are not recommended for survey control.
 GC1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1239.See file dsdata.txt to determine how the superseded data were derived.
 GC1239
 GC1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF574794(NAD 83)
 GC1239_MARKER: DR = REFERENCE MARK DISK
 GC1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1239_STAMPING: HOPKINSVILLE 2 NO 1 1952
 GC1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1239+STABILITY: SURFACE MOTION
 GC1239
 GC1239  HISTORY     - Date     Condition        Report By
 GC1239  HISTORY     - 1952     MONUMENTED       CGS
 GC1239  HISTORY     - 1968     GOOD             NGS
 GC1239
 GC1239                          STATION DESCRIPTION
 GC1239
 GC1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1239'0.8 MI E FROM HOPKINSVILLE.
 GC1239'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1239'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE
 GC1239'EAST ALONG EAST 9TH STREET WHICH IS U.S. HIGHWAYS 41 AND 68 AND
 GC1239'STATE HIGHWAY 80 AND 109, THENCE 0.15 MILE EAST ALONG MC LEAN
 GC1239'AVENUE WHICH IS U.S. HIGHWAY 68 AND STATE HIGHWAY 80 TO HOUSE
 GC1239'NUMBER 211, THENCE 0.1 MILE SOUTH CROSS-COUNTRY, 60 1/2 FEET
 GC1239'NORHTEAST OF THE VERTICAL WATER PIPE IN THE CENTER OF THE CITY
 GC1239'WATER TOWER, 37 FEET NORTHEAST OF THE MOST NORTHEASTERLY LEG OF
 GC1239'THE WATER TOWER, 37 FEET NORTHEAST OF THE MOST NORTHEASTERLY LEG
 GC1239'OF THE WATER TOWER, 29 1/2 FEET NORTHEAST OF A POWER POLE WHICH
 GC1239'IS BRACED BY A GUY WIRE, 89.63 FEET NORTH OF TRIANGULATION
 GC1239'STATION HOPKINSVILLE 2 1952, AND SET IN THE TOP OF A CONCRETE
 GC1239'POST PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1241 ***********************************************************************
 GC1241  DESIGNATION -  HOPKINSVILLE 2 RM 2
 GC1241  PID         -  GC1241
 GC1241  STATE/COUNTY-  KY/CHRISTIAN
 GC1241  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1241
 GC1241                         *CURRENT SURVEY CONTROL
 GC1241  ___________________________________________________________________
 GC1241* NAD 83(1986)-  36 51 35.     (N)    087 28 37.     (W)     SCALED    
 GC1241* NAVD 88     -       202.287  (meters)     663.67   (feet)  ADJUSTED  
 GC1241  ___________________________________________________________________
 GC1241  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC1241  DYNAMIC HT  -         202.127 (meters)     663.14  (feet)  COMP
 GC1241  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 GC1241
 GC1241  VERT ORDER  -  FIRST     CLASS I
 GC1241
 GC1241.The horizontal coordinates were scaled from a topographic map and have
 GC1241.an estimated accuracy of +/- 6 seconds.
 GC1241
 GC1241.The orthometric height was determined by differential leveling
 GC1241.and adjusted by the National Geodetic Survey in June 1991..
 GC1241
 GC1241.The geoid height was determined by GEOID03.
 GC1241
 GC1241.The dynamic height is computed by dividing the NAVD 88
 GC1241.geopotential number by the normal gravity value computed on the
 GC1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1241.degrees latitude (g = 980.6199 gals.).
 GC1241
 GC1241.The modeled gravity was interpolated from observed gravity values.
 GC1241
 GC1241;                    North         East    Units  Estimated Accuracy
 GC1241;SPC KY1Z     - 1,059,850.    1,346,000.      MT  (+/- 180 meters Scaled)
 GC1241
 GC1241                          SUPERSEDED SURVEY CONTROL
 GC1241
 GC1241  NGVD 29 (??/??/92)  202.355  (m)          663.89   (f) ADJ UNCH    1 1
 GC1241
 GC1241.Superseded values are not recommended for survey control.
 GC1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1241.See file dsdata.txt to determine how the superseded data were derived.
 GC1241
 GC1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF574794(NAD 83)
 GC1241_MARKER: DR = REFERENCE MARK DISK
 GC1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1241_STAMPING: HOPKINSVILLE 2 NO 2 1952
 GC1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1241+STABILITY: SURFACE MOTION
 GC1241
 GC1241  HISTORY     - Date     Condition        Report By
 GC1241  HISTORY     - 1952     MONUMENTED       CGS
 GC1241  HISTORY     - 1968     GOOD             NGS
 GC1241
 GC1241                          STATION DESCRIPTION
 GC1241
 GC1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1241'0.8 MI E FROM HOPKINSVILLE.
 GC1241'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1241'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE
 GC1241'EAST ALONG EAST 9TH STREET WHICH IS U.S. HIGHWAYS 41 AND 68
 GC1241'AND STATE HIGHWAYS 80 AND 109, THENCE 0.15 MILE EAST ALONG
 GC1241'MC LEAN AVENUE WHICH IS U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GC1241'TO HOUSE NUMBER 211, THENCE 0.1 MILE SOUTH CROSS-COUNTRY,
 GC1241'46 FEET WEST OF THE MOST WESTERLY LEG OF THE CITY WATER TOWER,
 GC1241'48 1/2 FEET SOUTH OF A POWER POLE WHICH BEARS A TRANSFORMER,
 GC1241'36 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 5 X 12-FOOT
 GC1241'CONCRETE VAULT CONTAINING WATER VALVES, 7 1/2 FEET WEST OF A
 GC1241'27-INCH OAK TREE, 85.85 FEET NORTHWEST OF TRIANGULATION STATION
 GC1241'HOPKINSVILLE 2 1952, AND SET IN THE TOP OF A CONCRETE POST
 GC1241'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2505 ***********************************************************************
 GC2505  DESIGNATION -  HOPKINSVILLE MUNICIPAL TK
 GC2505  PID         -  GC2505
 GC2505  STATE/COUNTY-  KY/CHRISTIAN
 GC2505  USGS QUAD   -  HOPKINSVILLE (1982)
 GC2505
 GC2505                         *CURRENT SURVEY CONTROL
 GC2505  ___________________________________________________________________
 GC2505* NAD 83(1993)-  36 51 36.34160(N)    087 28 37.86305(W)     ADJUSTED  
 GC2505* NAVD 88     -                                                        
 GC2505  ___________________________________________________________________
 GC2505  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 GC2505  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC2505
 GC2505  HORZ ORDER  -  THIRD
 GC2505
 GC2505.The horizontal coordinates were established by classical geodetic methods
 GC2505.and adjusted by the National Geodetic Survey in December 1995..
 GC2505
 GC2505
 GC2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2505
 GC2505.The geoid height was determined by GEOID03.
 GC2505
 GC2505;                    North         East     Units Scale Factor Converg.
 GC2505;SPC KY1Z     - 1,059,889.210 1,345,978.648   MT  1.00006089   -1 03 37.5
 GC2505;SPC KY1Z     - 3,477,319.85  4,415,931.61   sFT  1.00006089   -1 03 37.5
 GC2505;SPC KY S     -   559,864.424   345,990.984   MT  0.99997941   -1 02 50.9
 GC2505;SPC KY S     - 1,836,821.86  1,135,138.75   sFT  0.99997941   -1 02 50.9
 GC2505;UTM  16      - 4,079,458.679   457,464.227   MT  0.99962229   -0 17 10.5
 GC2505
 GC2505                          SUPERSEDED SURVEY CONTROL
 GC2505
 GC2505  NAD 83(1986)-  36 51 36.35107(N)    087 28 37.86698(W) AD(       ) 4
 GC2505  NAD 27      -  36 51 36.19300(N)    087 28 37.84300(W) AD(       ) 3
 GC2505
 GC2505.Superseded values are not recommended for survey control.
 GC2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2505.See file dsdata.txt to determine how the superseded data were derived.
 GC2505
 GC2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5746479459(NAD 83)
 GC2505_MARKER: 53 = ELEVATED TANK
 GC2505_MARK LOGO: NONE  
 GC2505
 GC2505  HISTORY     - Date     Condition        Report By
 GC2505  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2505
 GC2505                          STATION DESCRIPTION
 GC2505
 GC2505'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2505'STATION IS LOCATED ON A HIGH HILL IN THE SOUTHEAST SECTION OF
 GC2505'HOPKINSVILLE, ABOUT 0.2 MILE SOUTHEAST OF THE JUNCTION OF U.S.
 GC2505'HIGHWAYS 41 AND 68, 0.2 MILE EAST OF EAST NINTH STREET AND 0.05 MILE
 GC2505'SOUTH OF U.S. HIGHWAY 68.  IT IS AN ELEVATED STEEL TANK,
 GC2505'PAINTED SILVER, LOCATED ATOP A 6 LEGGED STEEL STRUCTURE AND IS ABOUT
 GC2505'100 FEET HIGH.
 GC2505'
 GC2505'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GC2505'HOPKINSVILLE 2 TO THE CENTER OF THE STANDPIPE OF THE TANK AND
 GC2505'THE DISTANCE IS 41.8 FEET (12.52 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2647 ***********************************************************************
 GC2647  DESIGNATION -  HOPKINSVILLE RADIO WHOP MAST
 GC2647  PID         -  GC2647
 GC2647  STATE/COUNTY-  KY/CHRISTIAN
 GC2647  USGS QUAD   -  PLEASANT GREEN HILL (1994)
 GC2647
 GC2647                         *CURRENT SURVEY CONTROL
 GC2647  ___________________________________________________________________
 GC2647* NAD 83(1993)-  36 52 54.26401(N)    087 30 42.97359(W)     ADJUSTED  
 GC2647* NAVD 88     -                                                        
 GC2647  ___________________________________________________________________
 GC2647  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 GC2647  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC2647
 GC2647  HORZ ORDER  -  THIRD
 GC2647
 GC2647.The horizontal coordinates were established by classical geodetic methods
 GC2647.and adjusted by the National Geodetic Survey in December 1995..
 GC2647
 GC2647
 GC2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2647
 GC2647.The geoid height was determined by GEOID03.
 GC2647
 GC2647;                    North         East     Units Scale Factor Converg.
 GC2647;SPC KY1Z     - 1,062,348.927 1,342,925.278   MT  1.00005434   -1 04 54.3
 GC2647;SPC KY1Z     - 3,485,389.77  4,405,914.02   sFT  1.00005434   -1 04 54.3
 GC2647;SPC KY S     -   562,323.246   342,937.296   MT  0.99997638   -1 04 06.8
 GC2647;SPC KY S     - 1,844,888.85  1,125,120.11   sFT  0.99997638   -1 04 06.8
 GC2647;UTM  16      - 4,081,875.857   454,379.232   MT  0.99962564   -0 18 26.1
 GC2647
 GC2647                          SUPERSEDED SURVEY CONTROL
 GC2647
 GC2647  NAD 83(1986)-  36 52 54.27375(N)    087 30 42.97679(W) AD(       ) 4
 GC2647  NAD 27      -  36 52 54.11600(N)    087 30 42.95600(W) AD(       ) 3
 GC2647
 GC2647.Superseded values are not recommended for survey control.
 GC2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2647.See file dsdata.txt to determine how the superseded data were derived.
 GC2647
 GC2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5437981876(NAD 83)
 GC2647_MARKER: 42 = RADIO/TV MAST
 GC2647
 GC2647  HISTORY     - Date     Condition        Report By
 GC2647  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2647
 GC2647                          STATION DESCRIPTION
 GC2647
 GC2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2647'STATION IS LOCATED IN THE WEST SECTION OF HOPKINSVILLE, ABOUT 300
 GC2647'YARDS NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 68 AND STATE
 GC2647'HIGHWAY 109.  THE STATION IS A 3-LEGGED STEEL STRUCTURE ABOUT 250
 GC2647'FEET HIGH PAINTED IN ALTERNATE COLORS OF RED AND WHITE.  THE
 GC2647'POINT OF INTERSECTION WAS THE CENTER OF THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2506 ***********************************************************************
 GC2506  DESIGNATION -  HOPKINSVILLE TVA STEAM PLT STK
 GC2506  PID         -  GC2506
 GC2506  STATE/COUNTY-  KY/CHRISTIAN
 GC2506  USGS QUAD   -  HOPKINSVILLE (1982)
 GC2506
 GC2506                         *CURRENT SURVEY CONTROL
 GC2506  ___________________________________________________________________
 GC2506* NAD 83(1993)-  36 52 19.55712(N)    087 28 43.84504(W)     ADJUSTED  
 GC2506* NAVD 88     -                                                        
 GC2506  ___________________________________________________________________
 GC2506  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 GC2506  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC2506
 GC2506  HORZ ORDER  -  THIRD
 GC2506
 GC2506.The horizontal coordinates were established by classical geodetic methods
 GC2506.and adjusted by the National Geodetic Survey in December 1995..
 GC2506
 GC2506
 GC2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2506
 GC2506.The geoid height was determined by GEOID03.
 GC2506
 GC2506;                    North         East     Units Scale Factor Converg.
 GC2506;SPC KY1Z     - 1,061,223.984 1,345,855.166   MT  1.00005724   -1 03 41.2
 GC2506;SPC KY1Z     - 3,481,699.02  4,415,526.49   sFT  1.00005724   -1 03 41.2
 GC2506;SPC KY S     -   561,199.062   345,867.210   MT  0.99997771   -1 02 54.5
 GC2506;SPC KY S     - 1,841,200.59  1,134,732.67   sFT  0.99997771   -1 02 54.5
 GC2506;UTM  16      - 4,080,791.081   457,322.783   MT  0.99962244   -0 17 14.4
 GC2506
 GC2506                          SUPERSEDED SURVEY CONTROL
 GC2506
 GC2506  NAD 83(1986)-  36 52 19.56639(N)    087 28 43.84815(W) AD(       ) 4
 GC2506  NAD 27      -  36 52 19.40700(N)    087 28 43.82600(W) AD(       ) 3
 GC2506
 GC2506.Superseded values are not recommended for survey control.
 GC2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2506.See file dsdata.txt to determine how the superseded data were derived.
 GC2506
 GC2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5732380791(NAD 83)
 GC2506_MARKER: 63 = STACK
 GC2506
 GC2506  HISTORY     - Date     Condition        Report By
 GC2506  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2506
 GC2506                          STATION DESCRIPTION
 GC2506
 GC2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2506'STATION IS LOCATED AT THE TENNESSEE VALLEY AUTHORITY STEAM PLANT, IN
 GC2506'THE NORTH SECTION OF HOPKINSVILLE, ON THE EAST SIDE OF THE
 GC2506'LOUISVILLE AND NASHVILLE RAILROAD TRACKS.  IT IS A GRAY CONCRETE
 GC2506'STACK, ABOUT 160 FEET HIGH AND HAS METAL BANDS WHICH CIRCLE THE
 GC2506'STACK AT ABOUT 10 FOOT INTERVALS FOR THE UPPER HALF OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2507 ***********************************************************************
 GC2507  DESIGNATION -  HOPKINSVILLE W KY ST HOSP DOME
 GC2507  PID         -  GC2507
 GC2507  STATE/COUNTY-  KY/CHRISTIAN
 GC2507  USGS QUAD   -  HOPKINSVILLE (1982)
 GC2507
 GC2507                         *CURRENT SURVEY CONTROL
 GC2507  ___________________________________________________________________
 GC2507* NAD 83(1993)-  36 51 52.88008(N)    087 27 04.20967(W)     ADJUSTED  
 GC2507* NAVD 88     -                                                        
 GC2507  ___________________________________________________________________
 GC2507  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 GC2507  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC2507
 GC2507  HORZ ORDER  -  THIRD
 GC2507
 GC2507.The horizontal coordinates were established by classical geodetic methods
 GC2507.and adjusted by the National Geodetic Survey in December 1995..
 GC2507
 GC2507
 GC2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2507
 GC2507.The geoid height was determined by GEOID03.
 GC2507
 GC2507;                    North         East     Units Scale Factor Converg.
 GC2507;SPC KY1Z     - 1,060,356.366 1,348,307.551   MT  1.00005949   -1 02 40.0
 GC2507;SPC KY1Z     - 3,478,852.51  4,423,572.36   sFT  1.00005949   -1 02 40.0
 GC2507;SPC KY S     -   560,332.063   348,319.593   MT  0.99997876   -1 01 54.1
 GC2507;SPC KY S     - 1,838,356.11  1,142,778.53   sFT  0.99997876   -1 01 54.1
 GC2507;UTM  16      - 4,079,957.032   459,785.587   MT  0.99961992   -0 16 14.4
 GC2507
 GC2507                          SUPERSEDED SURVEY CONTROL
 GC2507
 GC2507  NAD 83(1986)-  36 51 52.88985(N)    087 27 04.21304(W) AD(       ) 4
 GC2507  NAD 27      -  36 51 52.73100(N)    087 27 04.20100(W) AD(       ) 3
 GC2507
 GC2507.Superseded values are not recommended for survey control.
 GC2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2507.See file dsdata.txt to determine how the superseded data were derived.
 GC2507
 GC2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5978679957(NAD 83)
 GC2507_MARKER: 87 = DOME
 GC2507
 GC2507  HISTORY     - Date     Condition        Report By
 GC2507  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2507
 GC2507                          STATION DESCRIPTION
 GC2507
 GC2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2507'STATION IS LOCATED ABOUT 2 MILES EAST OF HOPKINSVILLE ON THE GROUNDS
 GC2507'OF THE WEST KENTUCKY STATE HOSPITAL.  IT IS A HEMISPHERICAL
 GC2507'ROOF ATOP OF THE ADMINISTRATION BUILDING 250 YARDS NORTH OF U.S.
 GC2507'HIGHWAY 68.  THE POINT OBSERVED ON IS THE CENTER OF THE TOP OF THE
 GC2507'DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2508 ***********************************************************************
 GC2508  DESIGNATION -  HOPKINSVILLE W KY ST HOSP STK
 GC2508  PID         -  GC2508
 GC2508  STATE/COUNTY-  KY/CHRISTIAN
 GC2508  USGS QUAD   -  HOPKINSVILLE (1982)
 GC2508
 GC2508                         *CURRENT SURVEY CONTROL
 GC2508  ___________________________________________________________________
 GC2508* NAD 83(1993)-  36 51 54.76465(N)    087 27 04.44755(W)     ADJUSTED  
 GC2508* NAVD 88     -                                                        
 GC2508  ___________________________________________________________________
 GC2508  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 GC2508  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC2508
 GC2508  HORZ ORDER  -  THIRD
 GC2508
 GC2508.The horizontal coordinates were established by classical geodetic methods
 GC2508.and adjusted by the National Geodetic Survey in December 1995..
 GC2508
 GC2508
 GC2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2508
 GC2508.The geoid height was determined by GEOID03.
 GC2508
 GC2508;                    North         East     Units Scale Factor Converg.
 GC2508;SPC KY1Z     - 1,060,414.562 1,348,302.718   MT  1.00005933   -1 02 40.2
 GC2508;SPC KY1Z     - 3,479,043.44  4,423,556.50   sFT  1.00005933   -1 02 40.2
 GC2508;SPC KY S     -   560,390.253   348,314.748   MT  0.99997868   -1 01 54.2
 GC2508;SPC KY S     - 1,838,547.02  1,142,762.64   sFT  0.99997868   -1 01 54.2
 GC2508;UTM  16      - 4,080,015.131   459,779.971   MT  0.99961993   -0 16 14.6
 GC2508
 GC2508                          SUPERSEDED SURVEY CONTROL
 GC2508
 GC2508  NAD 83(1986)-  36 51 54.77440(N)    087 27 04.45064(W) AD(       ) 4
 GC2508  NAD 27      -  36 51 54.62000(N)    087 27 04.43000(W) AD(       ) 3
 GC2508
 GC2508.Superseded values are not recommended for survey control.
 GC2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2508.See file dsdata.txt to determine how the superseded data were derived.
 GC2508
 GC2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5978080015(NAD 83)
 GC2508_MARKER: 63 = STACK
 GC2508
 GC2508  HISTORY     - Date     Condition        Report By
 GC2508  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2508
 GC2508                          STATION DESCRIPTION
 GC2508
 GC2508'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2508'STATION IS LOCATED ABOUT 2 MILES EAST OF HOPKINSVILLE ON THE GROUNDS
 GC2508'OF THE WEST KENTUCKY STATE HOSPITAL.  IT IS ABOUT 300 YARDS NORTH
 GC2508'OF U.S. HIGHWAY 68 AND 50 YARDS NORTH OF THE ADMINISTRATION BUILDING
 GC2508'ATOP OF THE POWER PLANT.  IT IS A CONCRETE STRUCTURE ABOUT 125 FEET
 GC2508'HIGH.  THE POINT OBSERVED ON IS THE CENTER OF THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2509 ***********************************************************************
 GC2509  DESIGNATION -  HOPKINSVILLE WATER TANK
 GC2509  PID         -  GC2509
 GC2509  STATE/COUNTY-  KY/CHRISTIAN
 GC2509  USGS QUAD   -  HOPKINSVILLE (1982)
 GC2509
 GC2509                         *CURRENT SURVEY CONTROL
 GC2509  ___________________________________________________________________
 GC2509* NAD 83(1993)-  36 51 35.45745(N)    087 29 12.46458(W)     ADJUSTED  
 GC2509* NAVD 88     -                                                        
 GC2509  ___________________________________________________________________
 GC2509  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 GC2509  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC2509
 GC2509  HORZ ORDER  -  THIRD
 GC2509
 GC2509.The horizontal coordinates were established by classical geodetic methods
 GC2509.and adjusted by the National Geodetic Survey in December 1995..
 GC2509
 GC2509
 GC2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2509
 GC2509.The geoid height was determined by GEOID03.
 GC2509
 GC2509;                    North         East     Units Scale Factor Converg.
 GC2509;SPC KY1Z     - 1,059,877.866 1,345,121.133   MT  1.00006097   -1 03 58.8
 GC2509;SPC KY1Z     - 3,477,282.63  4,413,118.25   sFT  1.00006097   -1 03 58.8
 GC2509;SPC KY S     -   559,852.885   345,133.541   MT  0.99997945   -1 03 11.9
 GC2509;SPC KY S     - 1,836,784.01  1,132,325.63   sFT  0.99997945   -1 03 11.9
 GC2509;UTM  16      - 4,079,435.758   456,607.318   MT  0.99962320   -0 17 31.2
 GC2509
 GC2509                          SUPERSEDED SURVEY CONTROL
 GC2509
 GC2509  NAD 83(1986)-  36 51 35.46704(N)    087 29 12.46758(W) AD(       ) 4
 GC2509  NAD 27      -  36 51 35.30000(N)    087 29 12.44000(W) AD(       ) 3
 GC2509
 GC2509.Superseded values are not recommended for survey control.
 GC2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2509.See file dsdata.txt to determine how the superseded data were derived.
 GC2509
 GC2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5660779436(NAD 83)
 GC2509_MARKER: 51 = TANK
 GC2509
 GC2509  HISTORY     - Date     Condition        Report By
 GC2509  HISTORY     - 1930     FIRST OBSERVED   CGS
 GC2509
 GC2509                          STATION DESCRIPTION
 GC2509
 GC2509'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1075 ***********************************************************************
 HZ1075  DESIGNATION -  HORRODS AZ MK
 HZ1075  PID         -  HZ1075
 HZ1075  STATE/COUNTY-  KY/OLDHAM
 HZ1075  USGS QUAD   -  LA GRANGE (1993)
 HZ1075
 HZ1075                         *CURRENT SURVEY CONTROL
 HZ1075  ___________________________________________________________________
 HZ1075* NAD 83(1986)-  38 26 59.     (N)    085 26 36.     (W)     SCALED    
 HZ1075* NAVD 88     -       244.008  (meters)     800.55   (feet)  ADJUSTED  
 HZ1075  ___________________________________________________________________
 HZ1075  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ1075  DYNAMIC HT  -         243.846 (meters)     800.02  (feet)  COMP
 HZ1075  MODELED GRAV-     979,959.3   (mgal)                       NAVD 88
 HZ1075
 HZ1075  VERT ORDER  -  FIRST     CLASS II
 HZ1075
 HZ1075.The horizontal coordinates were scaled from a topographic map and have
 HZ1075.an estimated accuracy of +/- 6 seconds.
 HZ1075
 HZ1075.The orthometric height was determined by differential leveling
 HZ1075.and adjusted by the National Geodetic Survey in June 1991..
 HZ1075
 HZ1075.The geoid height was determined by GEOID03.
 HZ1075
 HZ1075.The dynamic height is computed by dividing the NAVD 88
 HZ1075.geopotential number by the normal gravity value computed on the
 HZ1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1075.degrees latitude (g = 980.6199 gals.).
 HZ1075
 HZ1075.The modeled gravity was interpolated from observed gravity values.
 HZ1075
 HZ1075;                    North         East    Units  Estimated Accuracy
 HZ1075;SPC KY1Z     - 1,234,930.    1,526,770.      MT  (+/- 180 meters Scaled)
 HZ1075
 HZ1075                          SUPERSEDED SURVEY CONTROL
 HZ1075
 HZ1075  NGVD 29 (??/??/92)  244.171  (m)          801.08   (f) ADJ UNCH    1 2
 HZ1075
 HZ1075.Superseded values are not recommended for survey control.
 HZ1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1075.See file dsdata.txt to determine how the superseded data were derived.
 HZ1075
 HZ1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH358568(NAD 83)
 HZ1075_MARKER: DZ = AZIMUTH MARK DISK
 HZ1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1075_STAMPING: HORRODS 1947
 HZ1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1075+STABILITY: SURFACE MOTION
 HZ1075
 HZ1075  HISTORY     - Date     Condition        Report By
 HZ1075  HISTORY     - 1947     MONUMENTED       CGS
 HZ1075  HISTORY     - 1954     GOOD             NGS
 HZ1075
 HZ1075                          STATION DESCRIPTION
 HZ1075
 HZ1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1075'3.9 MI NE FROM SKYLIGHT.
 HZ1075'ABOUT 3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 42 FROM LIBERTY
 HZ1075'SCHOOL AT SKYLIGHT, 58 FEET SOUTH-SOUTHEAST OF CENTER LINE OF
 HZ1075'HIGHWAY, 79 FEET SOUTHEAST OF CENTER OF JUNCTION OF A ROAD
 HZ1075'SOUTH TO A FARM HOUSE, 48 FEET EAST OF CENTER LINE OF ROAD SOUTH
 HZ1075'TO HOUSE, 25 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE ON LINE
 HZ1075'SOUTH TO HOUSE, 14 1/2 FEET EAST-SOUTHEAST OF A BOARD FENCE,
 HZ1075'ABOUT 7 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 HZ1075'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1073 ***********************************************************************
 HZ1073  DESIGNATION -  HORRODS RM 1
 HZ1073  PID         -  HZ1073
 HZ1073  STATE/COUNTY-  KY/OLDHAM
 HZ1073  USGS QUAD   -  LA GRANGE (1993)
 HZ1073
 HZ1073                         *CURRENT SURVEY CONTROL
 HZ1073  ___________________________________________________________________
 HZ1073* NAD 83(1986)-  38 26 55.     (N)    085 26 54.     (W)     SCALED    
 HZ1073* NAVD 88     -       244.544  (meters)     802.31   (feet)  ADJUSTED  
 HZ1073  ___________________________________________________________________
 HZ1073  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ1073  DYNAMIC HT  -         244.382 (meters)     801.78  (feet)  COMP
 HZ1073  MODELED GRAV-     979,958.8   (mgal)                       NAVD 88
 HZ1073
 HZ1073  VERT ORDER  -  FIRST     CLASS II
 HZ1073
 HZ1073.The horizontal coordinates were scaled from a topographic map and have
 HZ1073.an estimated accuracy of +/- 6 seconds.
 HZ1073
 HZ1073.The orthometric height was determined by differential leveling
 HZ1073.and adjusted by the National Geodetic Survey in June 1991..
 HZ1073
 HZ1073.The geoid height was determined by GEOID03.
 HZ1073
 HZ1073.The dynamic height is computed by dividing the NAVD 88
 HZ1073.geopotential number by the normal gravity value computed on the
 HZ1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1073.degrees latitude (g = 980.6199 gals.).
 HZ1073
 HZ1073.The modeled gravity was interpolated from observed gravity values.
 HZ1073
 HZ1073;                    North         East    Units  Estimated Accuracy
 HZ1073;SPC KY1Z     - 1,234,810.    1,526,330.      MT  (+/- 180 meters Scaled)
 HZ1073
 HZ1073                          SUPERSEDED SURVEY CONTROL
 HZ1073
 HZ1073  NGVD 29 (??/??/92)  244.707  (m)          802.84   (f) ADJ UNCH    1 2
 HZ1073
 HZ1073.Superseded values are not recommended for survey control.
 HZ1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1073.See file dsdata.txt to determine how the superseded data were derived.
 HZ1073
 HZ1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH354567(NAD 83)
 HZ1073_MARKER: DR = REFERENCE MARK DISK
 HZ1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1073_STAMPING: HORRODS NO 1 1947
 HZ1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1073+STABILITY: SURFACE MOTION
 HZ1073
 HZ1073  HISTORY     - Date     Condition        Report By
 HZ1073  HISTORY     - 1947     MONUMENTED       CGS
 HZ1073  HISTORY     - 1954     GOOD             NGS
 HZ1073
 HZ1073                          STATION DESCRIPTION
 HZ1073
 HZ1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1073'3.6 MI NE FROM SKYLIGHT.
 HZ1073'ABOUT 3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 42 FROM LIBERTY
 HZ1073'SCHOOL AT SKYLIGHT, 29 FEET NORTH-NORTHWEST OF CENTER LINE OF
 HZ1073'HIGHWAY, 172.3 FEET SOUTH-SOUTHWEST OF RM NO. 2, 139 FEET
 HZ1073'WEST-SOUTHWEST OF A PROPERTY FENCE LINE, 59 1/2 FEET
 HZ1073'EAST-NORTHEAST OF POWER POLE NO. OV 6-24, 137 FEET WEST-SOUTHWEST
 HZ1073'OF EXTENDED CENTER LINE OF A ROAD LEADING SOUTH-SOUTHEAST, 1
 HZ1073'FOOT NORTH-NORTHWEST OF A FENCE LINE, 4 FEET WEST-SOUTHWEST OF
 HZ1073'A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE LEVEL OF
 HZ1073'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1074 ***********************************************************************
 HZ1074  DESIGNATION -  HORRODS RM 2
 HZ1074  PID         -  HZ1074
 HZ1074  STATE/COUNTY-  KY/OLDHAM
 HZ1074  USGS QUAD   -  LA GRANGE (1993)
 HZ1074
 HZ1074                         *CURRENT SURVEY CONTROL
 HZ1074  ___________________________________________________________________
 HZ1074* NAD 83(1986)-  38 26 55.     (N)    085 26 54.     (W)     SCALED    
 HZ1074* NAVD 88     -       243.260  (meters)     798.10   (feet)  ADJUSTED  
 HZ1074  ___________________________________________________________________
 HZ1074  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ1074  DYNAMIC HT  -         243.098 (meters)     797.56  (feet)  COMP
 HZ1074  MODELED GRAV-     979,958.8   (mgal)                       NAVD 88
 HZ1074
 HZ1074  VERT ORDER  -  FIRST     CLASS II
 HZ1074
 HZ1074.The horizontal coordinates were scaled from a topographic map and have
 HZ1074.an estimated accuracy of +/- 6 seconds.
 HZ1074
 HZ1074.The orthometric height was determined by differential leveling
 HZ1074.and adjusted by the National Geodetic Survey in June 1991..
 HZ1074
 HZ1074.The geoid height was determined by GEOID03.
 HZ1074
 HZ1074.The dynamic height is computed by dividing the NAVD 88
 HZ1074.geopotential number by the normal gravity value computed on the
 HZ1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1074.degrees latitude (g = 980.6199 gals.).
 HZ1074
 HZ1074.The modeled gravity was interpolated from observed gravity values.
 HZ1074
 HZ1074;                    North         East    Units  Estimated Accuracy
 HZ1074;SPC KY1Z     - 1,234,810.    1,526,330.      MT  (+/- 180 meters Scaled)
 HZ1074
 HZ1074                          SUPERSEDED SURVEY CONTROL
 HZ1074
 HZ1074  NGVD 29 (??/??/92)  243.423  (m)          798.63   (f) ADJ UNCH    1 2
 HZ1074
 HZ1074.Superseded values are not recommended for survey control.
 HZ1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1074.See file dsdata.txt to determine how the superseded data were derived.
 HZ1074
 HZ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH354567(NAD 83)
 HZ1074_MARKER: DR = REFERENCE MARK DISK
 HZ1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1074_STAMPING: HORRODS NO 2 1947
 HZ1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1074+STABILITY: SURFACE MOTION
 HZ1074
 HZ1074  HISTORY     - Date     Condition        Report By
 HZ1074  HISTORY     - 1947     MONUMENTED       CGS
 HZ1074  HISTORY     - 1954     GOOD             NGS
 HZ1074
 HZ1074                          STATION DESCRIPTION
 HZ1074
 HZ1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1074'3.6 MI NE FROM SKYLIGHT.
 HZ1074'ABOUT 3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 42 FROM LIBERTY
 HZ1074'SCHOOL AT SKYLIGHT, ALONG A PROPERTY LINE EXTENDING NORTHWEST
 HZ1074'FROM HIGHWAY, 163 FEET NORTH-NORTHWEST OF CENTER LINE OF HIGHWAY,
 HZ1074'172.3 FEET NORTH-NORTHEAST OF RM NO. 1, 125 FEET NORTH-NORTHWEST
 HZ1074'OF POWER POLE NO. OV 6-4, 2 1/2 FEET NORTHEAST OF FENCE LINE,
 HZ1074'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HZ1074'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3311 ***********************************************************************
 GY3311  DESIGNATION -  HORSE
 GY3311  PID         -  GY3311
 GY3311  STATE/COUNTY-  KY/CLAY
 GY3311  USGS QUAD   -  HIMA (1979)
 GY3311
 GY3311                         *CURRENT SURVEY CONTROL
 GY3311  ___________________________________________________________________
 GY3311* NAD 83(1993)-  37 05 54.89621(N)    083 51 19.04284(W)     ADJUSTED  
 GY3311* NAVD 88     -       414.     (meters)    1358.     (feet)  SCALED    
 GY3311  ___________________________________________________________________
 GY3311  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 GY3311  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GY3311
 GY3311  HORZ ORDER  -  THIRD
 GY3311
 GY3311.The horizontal coordinates were established by classical geodetic methods
 GY3311.and adjusted by the National Geodetic Survey in December 1995..
 GY3311
 GY3311.The orthometric height was scaled from a topographic map.
 GY3311
 GY3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3311
 GY3311.The geoid height was determined by GEOID03.
 GY3311
 GY3311;                    North         East     Units Scale Factor Converg.
 GY3311;SPC KY1Z     - 1,086,641.051 1,668,421.173   MT  0.99999639   +1 09 47.8
 GY3311;SPC KY1Z     - 3,565,088.18  5,473,811.80   sFT  0.99999639   +1 09 47.8
 GY3311;SPC KY S     -   586,611.191   668,414.283   MT  0.99995381   +1 08 56.7
 GY3311;SPC KY S     - 1,924,573.55  2,192,955.86   sFT  0.99995381   +1 08 56.7
 GY3311;UTM  17      - 4,109,624.156   246,247.055   MT  1.00039329   -1 43 23.5
 GY3311
 GY3311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3311!SPC KY1Z     -   0.99993986  x   0.99999639  =   0.99993625
 GY3311!SPC KY S     -   0.99993986  x   0.99995381  =   0.99989367
 GY3311!UTM  17      -   0.99993986  x   1.00039329  =   1.00033313
 GY3311
 GY3311|---------------------------------------------------------------------|
 GY3311| PID    Reference Object                     Distance      Geod. Az  |
 GY3311|                                                           dddmmss.s |
 GY3311| DC2202 HORSE RM 1                            7.609 METERS 15226     |
 GY3311| DC2203 HORSE RM 2                           12.622 METERS 23939     |
 GY3311| GY3314 CUTOFF                              APPROX. 4.8 KM 3190259.5 |
 GY3311|---------------------------------------------------------------------|
 GY3311
 GY3311                          SUPERSEDED SURVEY CONTROL
 GY3311
 GY3311  NAD 83(1986)-  37 05 54.90360(N)    083 51 19.04767(W) AD(       ) 3
 GY3311  NAD 27      -  37 05 54.58000(N)    083 51 19.32500(W) AD(       ) 3
 GY3311
 GY3311.Superseded values are not recommended for survey control.
 GY3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3311.See file dsdata.txt to determine how the superseded data were derived.
 GY3311
 GY3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB4624709624(NAD 83)
 GY3311_MARKER: DS = TRIANGULATION STATION DISK
 GY3311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3311
 GY3311  HISTORY     - Date     Condition        Report By
 GY3311  HISTORY     - 1950     MONUMENTED       CGS
 GY3311
 GY3311                          STATION DESCRIPTION
 GY3311
 GY3311'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3311'STATION IS LOCATED ABOUT 12 MILES EAST OF LONDON AND 6 MILES
 GY3311'SOUTHWEST OF MANCHESTER ON TOP OF A SMALL KNOLL AND ON THE PROPERTY
 GY3311'OF GIB DEATON.  IT IS 31 FEET NORTHWEST OF A TRIANGLE BLAZED OAK
 GY3311'TREE, 20 FEET SOUTH OF CENTER OF AN OLD FARM ROAD AND 9 FEET
 GY3311'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 GY3311'AND THE DISK IS STAMPED HORSE 1950.
 GY3311'
 GY3311'REFERENCE MARK NO. 1 IS 6 FEET NORTHWEST OF A FENCE CORNER AND
 GY3311'TRIANGLE BLAZED OAK TREE.  THE MARK IS FLUSH WITH THE GROUND AND
 GY3311'THE DISK IS STAMPED HORSE NO 1 1950.
 GY3311'
 GY3311'REFERENCE MARK NO. 2 IS 13 FEET NORTHWEST OF A FENCE LINE AND 13 FEET
 GY3311'SOUTHEAST OF CENTER OF OLD FARM ROAD.  THE MARK PROJECTS ABOUT 2
 GY3311'INCHES AND THE DISK IS STAMPED HORSE NO 2 1950.
 GY3311'
 GY3311'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3311'
 GY3311'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 GY3311'HIGHWAY 80 IN LONDON, GO EAST ON HIGHWAY 80 FOR 13.8 MILES TO THE
 GY3311'LAUREL-CLAY COUNTY LINE, CONTINUE AHEAD ON HIGHWAY FOR 0.6 MILE TO A
 GY3311'FARM ROAD SHARP LEFT, UPHILL, TURN LEFT ON FARM ROAD AND GO ABOUT
 GY3311'50 FEET TO ROAD FORK, TURN RIGHT, UPHILL AND FOLLOW MAIN FARM ROAD
 GY3311'FOR ABOUT 0.3 MILE NORTHEAST TO HIGHEST POINT OF A SMALL KNOLL
 GY3311'AND STATION AS DESCRIBED.
 GY3311'
 GY3311'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2664 ***********************************************************************
 GC2664  DESIGNATION -  HOW
 GC2664  PID         -  GC2664
 GC2664  STATE/COUNTY-  KY/CHRISTIAN
 GC2664  USGS QUAD   -  HERNDON (1982)
 GC2664
 GC2664                         *CURRENT SURVEY CONTROL
 GC2664  ___________________________________________________________________
 GC2664* NAD 83(1993)-  36 41 57.79346(N)    087 32 09.05522(W)     ADJUSTED  
 GC2664* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 GC2664  ___________________________________________________________________
 GC2664  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 GC2664  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC2664
 GC2664  HORZ ORDER  -  THIRD
 GC2664
 GC2664.The horizontal coordinates were established by classical geodetic methods
 GC2664.and adjusted by the National Geodetic Survey in December 1995..
 GC2664
 GC2664.The orthometric height was scaled from a topographic map.
 GC2664
 GC2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2664
 GC2664.The geoid height was determined by GEOID03.
 GC2664
 GC2664;                    North         East     Units Scale Factor Converg.
 GC2664;SPC KY1Z     - 1,042,155.083 1,340,406.585   MT  1.00011397   -1 05 47.2
 GC2664;SPC KY1Z     - 3,419,137.13  4,397,650.60   sFT  1.00011397   -1 05 47.2
 GC2664;SPC KY S     -   542,130.692   340,423.525   MT  1.00000634   -1 04 59.0
 GC2664;SPC KY S     - 1,778,640.45  1,116,872.85   sFT  1.00000634   -1 04 59.0
 GC2664;SPC TN       -   263,599.835   462,752.319   MT  1.00006237   -0 53 56.9
 GC2664;SPC TN       -   864,827.13  1,518,213.23   sFT  1.00006237   -0 53 56.9
 GC2664;UTM  16      - 4,061,659.010   452,135.056   MT  0.99962822   -0 19 12.9
 GC2664
 GC2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2664!SPC KY1Z     -   0.99997670  x   1.00011397  =   1.00009066
 GC2664!SPC KY S     -   0.99997670  x   1.00000634  =   0.99998304
 GC2664!SPC TN       -   0.99997670  x   1.00006237  =   1.00003906
 GC2664!UTM  16      -   0.99997670  x   0.99962822  =   0.99960492
 GC2664
 GC2664:                Primary Azimuth Mark                     Grid Az
 GC2664:SPC KY1Z     -  HOW AZ MK                                146 38 05.2
 GC2664:SPC KY S     -  HOW AZ MK                                146 37 17.0
 GC2664:SPC TN       -  HOW AZ MK                                146 26 14.9
 GC2664:UTM  16      -  HOW AZ MK                                145 51 30.9
 GC2664
 GC2664|---------------------------------------------------------------------|
 GC2664| PID    Reference Object                     Distance      Geod. Az  |
 GC2664|                                                           dddmmss.s |
 GC2664| CG6546 HOW AZ MK                                          1453218.0 |
 GC2664| CG6547 HOW RM 1                             24.192 METERS 15349     |
 GC2664| GC2667 TT 48 MS                             26.140 METERS 26842     |
 GC2664|---------------------------------------------------------------------|
 GC2664
 GC2664                          SUPERSEDED SURVEY CONTROL
 GC2664
 GC2664  NAD 83(1986)-  36 41 57.80255(N)    087 32 09.05813(W) AD(       ) 3
 GC2664  NAD 27      -  36 41 57.63300(N)    087 32 09.01500(W) AD(       ) 3
 GC2664
 GC2664.Superseded values are not recommended for survey control.
 GC2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2664.See file dsdata.txt to determine how the superseded data were derived.
 GC2664
 GC2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5213561659(NAD 83)
 GC2664_MARKER: DS = TRIANGULATION STATION DISK
 GC2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2664
 GC2664  HISTORY     - Date     Condition        Report By
 GC2664  HISTORY     - 1953     MONUMENTED       CGS
 GC2664
 GC2664                          STATION DESCRIPTION
 GC2664
 GC2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2664'STATION IS LOCATED 13 MILES SOUTH OF HOPKINSVILLE 5 MILES SOUTHEAST
 GC2664'OF HERNDON IN THE SMALL TOWN OF HOWELL AND ON PROPERTY OWNED
 GC2664'BY MRS. J. WILSON. IT IS 96 FEET NORTHEAST OF THE INTERSECTION OF A
 GC2664'GRAVEL T-ROAD, 59 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 31
 GC2664'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A BUILDING AND 16 FEET
 GC2664'NORTHEAST OF A FENCE CORNER. THE MARK IS FLUSH AND THE DISK
 GC2664'IS STAMPED HOW 1953.
 GC2664'
 GC2664'REFERENCE MARK NO. 1 IS 17 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY
 GC2664'AND 1 FOOT NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING. THE
 GC2664'MARK IS FLUSH AND THE DISK IS STAMPED HOW NO 1 1953.
 GC2664'
 GC2664'TT 48 MS (USGS) BM IS USED AS A REFERENCE MARK. IT IS 26 FEET WEST OF
 GC2664'THE CENTER OF THE ROAD, 5 FEET NORTHEAST OF A TELEPHONE POLE
 GC2664'AND 2 FEET EAST OF A FENCE LINE. THE MARK IS A 6X6 INCH CONCRETE
 GC2664'POST, WHICH PROJECTS 4 INCHES, WITH A STANDARD U.S.
 GC2664'GEOLOGICAL SURVEY BENCH MARK DISK ATOP STAMPED TT 48 MS 1946.
 GC2664'
 GC2664'AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 1 FOOT
 GC2664'NORTHWEST OF A FENCE CORNER AND 1 FOOT WEST OF A WHITE
 GC2664'WITNESS POST. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HOW
 GC2664'1953.
 GC2664'
 GC2664'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 117 AND
 GC2664'107 IN HERNDON, GO SOUTHEAST ON HIGHWAY 117 FOR 2.7 MILES TO
 GC2664'A GRAVEL CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO A GRAVEL
 GC2664'T-ROAD IN THE TOWN OF HOWELL AND THE STATION AS DESCRIBED. TURN
 GC2664'LEFT AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC2664'
 GC2664'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3007 ***********************************************************************
 GZ3007  DESIGNATION -  HOWARD
 GZ3007  PID         -  GZ3007
 GZ3007  STATE/COUNTY-  KY/WOODFORD
 GZ3007  USGS QUAD   -  KEENE (1978)
 GZ3007
 GZ3007                         *CURRENT SURVEY CONTROL
 GZ3007  ___________________________________________________________________
 GZ3007* NAD 83(1993)-  37 54 06.00239(N)    084 43 34.22517(W)     ADJUSTED  
 GZ3007* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 GZ3007  ___________________________________________________________________
 GZ3007  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 GZ3007  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 GZ3007
 GZ3007  HORZ ORDER  -  FIRST
 GZ3007
 GZ3007.The horizontal coordinates were established by classical geodetic methods
 GZ3007.and adjusted by the National Geodetic Survey in December 1995..
 GZ3007
 GZ3007.The orthometric height was scaled from a topographic map.
 GZ3007
 GZ3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3007
 GZ3007.The geoid height was determined by GEOID03.
 GZ3007
 GZ3007;                    North         East     Units Scale Factor Converg.
 GZ3007;SPC KY1Z     - 1,174,551.348 1,590,034.772   MT  0.99990504   +0 37 42.9
 GZ3007;SPC KY1Z     - 3,853,507.21  5,216,639.08   sFT  0.99990504   +0 37 42.9
 GZ3007;SPC KY N     -    44,692.002   458,120.460   MT  1.00001047   -0 17 46.4
 GZ3007;SPC KY N     -   146,627.01  1,503,016.88   sFT  1.00001047   -0 17 46.4
 GZ3007;SPC KY S     -   674,538.525   590,042.860   MT  0.99999437   +0 37 15.3
 GZ3007;SPC KY S     - 2,213,048.48  1,935,832.28   sFT  0.99999437   +0 37 15.3
 GZ3007;UTM  16      - 4,197,342.516   699,915.148   MT  1.00009227   +1 23 50.3
 GZ3007
 GZ3007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3007!SPC KY1Z     -   0.99995911  x   0.99990504  =   0.99986415
 GZ3007!SPC KY N     -   0.99995911  x   1.00001047  =   0.99996958
 GZ3007!SPC KY S     -   0.99995911  x   0.99999437  =   0.99995348
 GZ3007!UTM  16      -   0.99995911  x   1.00009227  =   1.00005137
 GZ3007
 GZ3007|---------------------------------------------------------------------|
 GZ3007| PID    Reference Object                     Distance      Geod. Az  |
 GZ3007|                                                           dddmmss.s |
 GZ3007| DC2205 HOWARD RM 1                                        10916     |
 GZ3007| DC2204 HOWARD AZ MK                                       1250957.2 |
 GZ3007| GZ3005 WILMORE ASBURY COLLEGE TANK         APPROX. 6.9 KM 1274357.7 |
 GZ3007| DC2206 HOWARD RM 2                          25.292 METERS 20327     |
 GZ3007|---------------------------------------------------------------------|
 GZ3007
 GZ3007                          SUPERSEDED SURVEY CONTROL
 GZ3007
 GZ3007  NAD 83(1986)-  37 54 06.01088(N)    084 43 34.22971(W) AD(       ) 1
 GZ3007  NAD 27      -  37 54 05.73000(N)    084 43 34.42400(W) AD(       ) 1
 GZ3007
 GZ3007.Superseded values are not recommended for survey control.
 GZ3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3007.See file dsdata.txt to determine how the superseded data were derived.
 GZ3007
 GZ3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG9991597343(NAD 83)
 GZ3007_MARKER: DS = TRIANGULATION STATION DISK
 GZ3007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ3007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GZ3007
 GZ3007  HISTORY     - Date     Condition        Report By
 GZ3007  HISTORY     - 1935     MONUMENTED       CGS
 GZ3007  HISTORY     - 1961     GOOD             CGS
 GZ3007
 GZ3007                          STATION DESCRIPTION
 GZ3007
 GZ3007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GZ3007'STATION IS ON A HIGH HILL BETWEEN CLEAR CREEK AND THE KENTUCKY RIVER
 GZ3007'ABOUT 11-3/4 MILES NNE OF HARRODSBURG, 8-3/4 MILES W OF
 GZ3007'NICHOLASVILLE, 1-3/4 MILES E OF NONESUCH ON THE PROPERTY OF MR. JOHN
 GZ3007'HOWARD. IT IS AT THE S END OF A GRAZING FIELD AT THE N EDGE OF A
 GZ3007'SMALL PATCH OF SCRUB TREES AND BUSHES, 9-1/2 FEET E OF A SAPLING AND
 GZ3007'16.4 FEET SE OF A TRIPLE-NOTCHED SAPLING. MARK PROJECTS 3 INCHES.
 GZ3007'
 GZ3007'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GZ3007'DISKS SET IN CONCRETE.
 GZ3007'
 GZ3007'REFERENCE MARK NO.1 IS ESE OF STATION, 1-1/2 FEET W OF WIRE FENCE AND
 GZ3007'5 YARDS NE OF A 6-INCH PEACH TREE.
 GZ3007'
 GZ3007'REFERENCE MARK NO.2 IS SSW OF STATION, 13 YARDS E OF A 3-INCH GUM
 GZ3007'TREE AND 15 YARDS NE OF A 3-INCH OAK.
 GZ3007'
 GZ3007'AZIMUTH MARK IS ESE OF STATION, 4 YARDS WNW OF WIRE FENCE AND 2 YARDS
 GZ3007'ESE CENTER LINE OF FARM ROAD.
 GZ3007'
 GZ3007'TO REACH FROM LEXINGTON AT THE INTERSECTION OF BROADWAY AND MAIN
 GZ3007'STREETS- GO S ON BROADWAY (HIGHWAY 68) FOR ABOUT 17 MILES TO THE
 GZ3007'JUNCTION WITH HIGHWAY 33. TURN RIGHT ON HIGHWAY 33 AND GO 2.1 MILES
 GZ3007'TO Y. TURN LEFT OFF HIGHWAY 33 AND GO 0.4 MILE TO A T-ROAD RIGHT,
 GZ3007'TURN RIGHT AND GO 0.8 MILE TO A ROAD TO THE RIGHT. TURN RIGHT AND GO
 GZ3007'0.4 MILE (PASSING BY THE CLOVER BOTTOM CHURCH ON THE LEFT) TO A
 GZ3007'NARROW LANE TO THE RIGHT. TURN RIGHT AND GO 0.4 MILE TO TWO GATES.
 GZ3007'TURN RIGHT THRU WOODEN GATE, FOLLOW FIELD ROAD TO BOTTOM OF HILL.
 GZ3007'HERE BEAR LEFT AND GO ABOUT 0.1 MILE TO THE HOME OF MR. R.L.
 GZ3007'POWERS ON THE LEFT AND END OF TRUCK TRAVEL. STATION IS ON HILL ABOUT
 GZ3007'0.4 MILE TO THE NW. (NOTE- IN GOOD WEATHER TRUCKS MAY BE DRIVEN TO
 GZ3007'STATION BY DRIVING ALONG EDGES OF FIELDS).
 GZ3007'
 GZ3007'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 GZ3007
 GZ3007                          STATION RECOVERY (1961)
 GZ3007
 GZ3007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 GZ3007'THE STATION AND REFERENCE MARKS WERE RECOVERED AS ORIGINALLY
 GZ3007'DESCRIBED.  THE ORIGINAL DESCRIPTION PROVED TO BE ADEQUATE FOR
 GZ3007'FUTURE RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1530 ***********************************************************************
 HA1530  DESIGNATION -  HOWARD RESET
 HA1530  PID         -  HA1530
 HA1530  STATE/COUNTY-  KY/DAVIESS
 HA1530  USGS QUAD   -  SUTHERLAND (1983)
 HA1530
 HA1530                         *CURRENT SURVEY CONTROL
 HA1530  ___________________________________________________________________
 HA1530* NAD 83(1993)-  37 44 08.50361(N)    087 02 16.79248(W)     ADJUSTED  
 HA1530* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 HA1530  ___________________________________________________________________
 HA1530  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 HA1530  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HA1530
 HA1530  HORZ ORDER  -  FIRST
 HA1530
 HA1530.The horizontal coordinates were established by classical geodetic methods
 HA1530.and adjusted by the National Geodetic Survey in December 1995..
 HA1530
 HA1530.The orthometric height was scaled from a topographic map.
 HA1530
 HA1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1530
 HA1530.The geoid height was determined by GEOID03.
 HA1530
 HA1530;                    North         East     Units Scale Factor Converg.
 HA1530;SPC KY1Z     - 1,156,420.859 1,386,481.217   MT  0.99990794   -0 47 26.8
 HA1530;SPC KY1Z     - 3,794,024.10  4,548,813.79   sFT  0.99990794   -0 47 26.8
 HA1530;SPC KY S     -   656,403.112   386,474.096   MT  0.99996990   -0 46 52.0
 HA1530;SPC KY S     - 2,153,549.21  1,267,957.10   sFT  0.99996990   -0 46 52.0
 HA1530;SPC IN W     -   276,159.758   903,996.037   MT  0.99996686   +0 01 39.9
 HA1530;SPC IN W     -   906,034.14  2,965,860.33   sFT  0.99996686   +0 01 39.9
 HA1530;UTM  16      - 4,176,491.220   496,651.947   MT  0.99960014   -0 01 23.7
 HA1530
 HA1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1530!SPC KY1Z     -   0.99998335  x   0.99990794  =   0.99989130
 HA1530!SPC KY S     -   0.99998335  x   0.99996990  =   0.99995326
 HA1530!SPC IN W     -   0.99998335  x   0.99996686  =   0.99995022
 HA1530!UTM  16      -   0.99998335  x   0.99960014  =   0.99958350
 HA1530
 HA1530|---------------------------------------------------------------------|
 HA1530| PID    Reference Object                     Distance      Geod. Az  |
 HA1530|                                                           dddmmss.s |
 HA1530| CG8048 HOWARD RM 3                          34.058 METERS 01832     |
 HA1530| CG8047 HOWARD RM 2                          23.714 METERS 03409     |
 HA1530| CG8045 HOWARD AZ MK                                       2845831.1 |
 HA1530| HA1526 OWENSBORO RADIO STA WVJS MAST       APPROX.11.5 KM 2922030.1 |
 HA1530| HA1525 OWENSBORO MUNICIPAL TANK            APPROX. 9.6 KM 2935042.1 |
 HA1530| HA0644 RUDY                                APPROX.13.4 KM 2983450.8 |
 HA1530| HA1520 OWENSBORO ST POLICE RADIO MAST      APPROX. 5.6 KM 3015842.1 |
 HA1530| CG8046 HOWARD RM 1                          37.091 METERS 30844     |
 HA1530| HA1518 OWENSBORO GLENMORE DISTILL STK      APPROX. 6.6 KM 3161858.6 |
 HA1530|---------------------------------------------------------------------|
 HA1530
 HA1530                          SUPERSEDED SURVEY CONTROL
 HA1530
 HA1530  NAD 83(1986)-  37 44 08.51269(N)    087 02 16.79686(W) AD(       ) 1
 HA1530  NAD 27      -  37 44 08.33600(N)    087 02 16.81500(W) AD(       ) 1
 HA1530
 HA1530.Superseded values are not recommended for survey control.
 HA1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1530.See file dsdata.txt to determine how the superseded data were derived.
 HA1530
 HA1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9665276491(NAD 83)
 HA1530_MARKER: DS = TRIANGULATION STATION DISK
 HA1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1530
 HA1530  HISTORY     - Date     Condition        Report By
 HA1530  HISTORY     - 1968     MONUMENTED       CGS
 HA1530
 HA1530                          STATION DESCRIPTION
 HA1530
 HA1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HA1530'THE SURFACE STATION MARK WAS FOUND LYING ON THE EDGE OF A BANK
 HA1530'NEAR THE ORIGINAL LOCATION.  REFERENCE MARK NO. 1 WAS RECOVERED AND
 HA1530'FOUND IN GOOD CONDITION.  ABOUT 8 INCHES OF THE TOP OF THE CONCRETE
 HA1530'MONUMENT FOR REFERENCE MARK NO. 2 WAS FOUND SOME DISTANCE FROM THE
 HA1530'ORIGINAL LOCATION AND WITH THE ARROW POINTING AWAY FROM THE STATION.
 HA1530'THE PIECE OF MARK WAS REMOVED AND THE DISK RETAINED.  A COMPLETE AND
 HA1530'THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE
 HA1530'FOUND AND IS THOUGHT TO BE DESTROYED BY THE WIDENING AND PAVING OF A
 HA1530'NEW ROAD.  AFTER AN EXTENDED SEARCH, THE UNDERGROUND STATION MARK WAS
 HA1530'RECOVERED AND FOUND IN EXCELLENT CONDITION.  IT WAS ABOUT 20 INCHES
 HA1530'BELOW THE GRAVELED SURFACE OF A DRIVEWAY LEADING INTO THE MACEDONIA
 HA1530'BAPTIST CHURCH PARKING LOT.  THE CHURCH WAS RECONSTRUCTED AND A NEW
 HA1530'ADDITION MADE IN 1957, AND THE DAMAGE TO THE MARKS IS ATTRIBUTED TO
 HA1530'THIS FACT.  A FIRM PLUMBING BENCH WAS ERECTED OVER THE UNDERGROUND
 HA1530'MARK AND THE POINT HELD,  AFTER WHICH THE UNDERGROUND MARK WAS
 HA1530'REMOVED AND THE STATION LOWERED IN ITS EXACT ORIGINAL POSITION, AND A
 HA1530'NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.  AS NO AZIMUTH MARK NOW
 HA1530'EXIST, AND NONE OF THE DISTANT STATIONS OBSERVED FROM THIS STATION IN
 HA1530'1946 ARE NOW VISIBLE FROM THE GROUND, THE STATION WAS OCCUPIED AND THE
 HA1530'HORIZONTAL ANGLE BETWEEN REFERENCE MARK NO. 1 1946 AND REFERENCE MARK
 HA1530'NO. 3 WAS OBSERVED AND THE HORIZONTAL DISTANCES MEASURED.  A
 HA1530'DISCREPANCY OF 0.11 OF A FOOT WAS NOTED IN THE HORIZONTAL DISTANCE
 HA1530'MEASUREMENT BETWEEN THE STATION AND REFERENCE MARK NO. 1.
 HA1530'
 HA1530'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HA1530'
 HA1530'THE STATION IS LOCATED ON THE GROUNDS OF THE MACEDONIA BAPTIST CHURCH
 HA1530'ABOUT 5 MILES SOUTHEAST OF OWENSBORO, 3 MILES WEST-NORTHWEST OF
 HA1530'PHILPOT AND 0.65 OF A MILE SOUTH OF THE SMALL COMMUNITY OF DEERMONT.
 HA1530'
 HA1530'TO REACH THE STATION FROM THE NEW POST OFFICE IN PHILPOT, GO
 HA1530'WEST-NORTHWESTERLY
 HA1530'ON STATE ROUTE 54 FOR 2.9 MILES TO STATE ROUTE 1456 ON
 HA1530'THE LEFT IN THE SMALL COMMUNITY OF DEERFIELD.  HERE TURN LEFT AND GO
 HA1530'SOUTHERLY ON STATE ROUTE 1456 FOR 0.5 OF A MILE TO WHERE STATE ROUTE
 HA1530'1456 BEARS RIGHT AND MILLERS MILL ROAD CONTINUES STRAIGHT AHEAD.
 HA1530'CONTINUE SOUTH AND SOUTHEASTERLY ON MILLERS MILL ROAD FOR 0.15 OF A
 HA1530'MILE TO THE MACEDONIA BAPTIST CHURCH ON THE LEFT AND THE STATION AS
 HA1530'DESCRIBED.
 HA1530'
 HA1530'THE STATION IS 42 FEET EAST-SOUTHEAST OF THE SOUTH END OF A CONCRETE
 HA1530'SIDEWALK LEADING INTO THE CHURCH, 39 FEET SOUTH-SOUTHEAST
 HA1530'OF THE SOUTHEAST CORNER OF THE CHURCH BUILDING, 38 FEET NORTHEAST
 HA1530'OF THE APPROXIMATE CENTER OF MILLERS MILL ROAD, 18 FEET NORTHWEST
 HA1530'OF THE SOUTHWEST CORNER OF THE OTTOWAY BRYANTS GRAVE HEADSTONE,
 HA1530'17 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE ISABELL BRYANT
 HA1530'HEADSTONE, 16 FEET NORTH OF A 10-INCH ALBIZZIA TREE, 5.5 FEET
 HA1530'NORTHWEST OF A METAL WITNESS POST AND SIGN, AND NEAR THE CENTER OF THE
 HA1530'GRAVELED DRIVEWAY BETWEEN THE CHURCH AND A SMALL CEMETERY.  IT IS A
 HA1530'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 HA1530'ABOUT 3 INCHES BELOW THE SURFACE OF THE DRIVEWAY, AND THE DISK
 HA1530'IS STAMPED---HOWARD 1946 1968---.
 HA1530'
 HA1530'REFERENCE MARK NO. 1 IS 53 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 HA1530'THE CHURCH BUILDING, 26 FEET NORTH-NORTHEAST OF THE APPROXIMATE
 HA1530'CENTER OF MILLERS MILL ROAD AND 7.5 FEET SOUTHEAST OF A 60-INCH BLACK
 HA1530'OAK TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 HA1530'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HA1530'---HOWARD NO 1 1946---.
 HA1530'
 HA1530'REFERENCE MARK NO. 3 IS IN THE CONCRETE STEPS OF THE EAST ENTRANCE TO
 HA1530'THE CHURCH, 15.5 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF AN
 HA1530'ELL ADDITION TO THE CHURCH AND 8 FEET EAST-SOUTHEAST OF THE CENTER OF
 HA1530'THE ENTRANCE DOOR.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 HA1530'NEAR THE SOUTH END OF THE TOP STEP AND DIRECTLY UNDER THE SOUTH
 HA1530'HANDRAIL OF THE STEPS, AND THE DISK IS STAMPED---HOWARD 1946 NO 3
 HA1530'1968---.
 HA1530'
 HA1530'DUE TO THE CHURCH BUILDING BEING POSITIONED BETWEEN THE REFERENCE
 HA1530'MARKS, NO MEASUREMENT WAS POSSIBLE.
 HA1530'
 HA1530'NOTE---THE USGS REPORT ON PERMANENT SURVEY MARK THAT THIS STATION IS
 HA1530'DESTROYED SHOULD BE DISREGARDED.  THE DISK WAS REMOVED FROM THE OLD
 HA1530'STATION MARK MONUMENT AND THE CONCRETE DISPOSED OF.
 HA1530'
 HA1530'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 HA1530'NORTHWEST OF PHILPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2795 ***********************************************************************
 GZ2795  DESIGNATION -  HOWARDS
 GZ2795  PID         -  GZ2795
 GZ2795  STATE/COUNTY-  KY/NELSON
 GZ2795  USGS QUAD   -  HOWARDSTOWN (1987)
 GZ2795
 GZ2795                         *CURRENT SURVEY CONTROL
 GZ2795  ___________________________________________________________________
 GZ2795* NAD 83(1993)-  37 35 04.77886(N)    085 33 01.12560(W)     ADJUSTED  
 GZ2795* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 GZ2795  ___________________________________________________________________
 GZ2795  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 GZ2795  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GZ2795
 GZ2795  HORZ ORDER  -  SECOND
 GZ2795
 GZ2795.The horizontal coordinates were established by classical geodetic methods
 GZ2795.and adjusted by the National Geodetic Survey in December 1995..
 GZ2795
 GZ2795.The orthometric height was scaled from a topographic map.
 GZ2795
 GZ2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2795
 GZ2795.The geoid height was determined by GEOID03.
 GZ2795
 GZ2795;                    North         East     Units Scale Factor Converg.
 GZ2795;SPC KY1Z     - 1,138,894.463 1,517,636.024   MT  0.99991784   +0 07 21.4
 GZ2795;SPC KY1Z     - 3,736,522.92  4,979,110.86   sFT  0.99991784   +0 07 21.4
 GZ2795;SPC KY S     -   638,885.176   517,636.678   MT  0.99995493   +0 07 16.0
 GZ2795;SPC KY S     - 2,096,075.78  1,698,279.67   sFT  0.99995493   +0 07 16.0
 GZ2795;UTM  16      - 4,160,721.670   627,996.691   MT  0.99980180   +0 53 03.6
 GZ2795
 GZ2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2795!SPC KY1Z     -   0.99995623  x   0.99991784  =   0.99987408
 GZ2795!SPC KY S     -   0.99995623  x   0.99995493  =   0.99991116
 GZ2795!UTM  16      -   0.99995623  x   0.99980180  =   0.99975804
 GZ2795
 GZ2795:                Primary Azimuth Mark                     Grid Az
 GZ2795:SPC KY1Z     -  GETHSEMANE TRAPPIST MONAST SP            011 47 43.5
 GZ2795:SPC KY S     -  GETHSEMANE TRAPPIST MONAST SP            011 47 48.9
 GZ2795:UTM  16      -  GETHSEMANE TRAPPIST MONAST SP            011 02 01.3
 GZ2795
 GZ2795|---------------------------------------------------------------------|
 GZ2795| PID    Reference Object                     Distance      Geod. Az  |
 GZ2795|                                                           dddmmss.s |
 GZ2795| GZ2788 GETHSEMANE TRAPPIST MONAST SP       APPROX. 9.1 KM 0115504.9 |
 GZ2795| GZ2789 GETHSEMANE TRAPPIST MONAST TK       APPROX. 9.0 KM 0125613.5 |
 GZ2795| CG8049 HOWARDS RM 1                         25.793 METERS 09609     |
 GZ2795| GZ2734 WASH                                APPROX.14.0 KM 1382019.5 |
 GZ2795| CG8050 HOWARDS RM 2                         25.790 METERS 23816     |
 GZ2795|---------------------------------------------------------------------|
 GZ2795
 GZ2795                          SUPERSEDED SURVEY CONTROL
 GZ2795
 GZ2795  NAD 83(1986)-  37 35 04.78689(N)    085 33 01.13395(W) AD(       ) 2
 GZ2795  NAD 27      -  37 35 04.55600(N)    085 33 01.26700(W) AD(       ) 2
 GZ2795
 GZ2795.Superseded values are not recommended for survey control.
 GZ2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2795.See file dsdata.txt to determine how the superseded data were derived.
 GZ2795
 GZ2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG2799760722(NAD 83)
 GZ2795_MARKER: DS = TRIANGULATION STATION DISK
 GZ2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2795
 GZ2795  HISTORY     - Date     Condition        Report By
 GZ2795  HISTORY     - 1951     MONUMENTED       CGS
 GZ2795
 GZ2795                          STATION DESCRIPTION
 GZ2795
 GZ2795'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2795'STATION IS LOCATED ABOUT 10.5 MILES EAST OF HODGENVILLE, 5.5 MILES
 GZ2795'SOUTHEAST OF NEW HAVEN AND 2.5 MILES NORTHEAST OF THE SMALL VILLAGE
 GZ2795'OF HOWARDSTOWN ON THE HIGHEST POINT OF A HEAVILY TIMBERED HILL AND ON
 GZ2795'LAND OWNED BY MR. WEBB BOWLIN. IT IS 28 FEET SOUTH OF A TRIANGULAR
 GZ2795'BLAZED 12 INCH OAK TREE, 25 FEET NORTHEAST OF THE CENTER OF WOODS
 GZ2795'ROAD, 18 FEET SOUTHEAST OF A TRIANGULAR BLAZED 14 INCH OAK TREE AND
 GZ2795'6 FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4
 GZ2795'INCHES AND THE DISK STAMPED HOWARDS 1951.
 GZ2795'
 GZ2795'REFERENCE MARK NO. 1 IS SET ON THE EAST SLOPE OF THE HILL ABOUT 5
 GZ2795'FEET LOWER IN ELEVATION THAN STATION MARK. THE MARK PROJECTS ABOUT
 GZ2795'2 INCHES AND THE DISK STAMPED HOWARDS NO 1 1951.
 GZ2795'
 GZ2795'REFERENCE MARK NO. 2 IS SET ON THE SOUTHWEST SLOPE OF THE HILL 20
 GZ2795'FEET SOUTH OF THE CENTER OF WOODS ROAD. THE MARK PROJECTS ABOUT
 GZ2795'2 INCHES AND THE DISK STAMPED HOWARDS NO 2 1951.
 GZ2795'
 GZ2795'NO AZIMUTH MARK SET AT THIS STATION DUE TO HEAVILY WOODED AREA.
 GZ2795'
 GZ2795'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE IN
 GZ2795'HODGENVILLE, GO NORTHEAST ON U.S.HIGHWAY NO. 31E FOR 4.5 MILES TO
 GZ2795'JUNCTION WITH STATE HIGHWAY NO. 84 RIGHT, TURN RIGHT AND GO EAST ON
 GZ2795'STATE HIGHWAY NO. 84 FOR 4.5 MILES TO SIDE ROAD LEFT, TURN LEFT AND
 GZ2795'GO NORTH THROUGHT THE SMALL VILLAGE OF HOWARDSTOWN FOR 0.4 MILE TO
 GZ2795'ROAD FORK JUST AFTER CROSSING A SMALL CONCRETE BRIDGE, BEAR
 GZ2795'RIGHT AND GO EAST UP HILL FOR 0.3 MILE TO ROAD FORK, BEAR LEFT AND
 GZ2795'CONTINUE UP HILL FOR 1.4 MILES TO ROAD FORK, BEAR RIGHT AND
 GZ2795'CONTINUE ON MAIN WOODS ROAD FOR 1.1 MILES TO ROAD FORK AND A GROVE OF
 GZ2795'CEDAR TREES ON THE LEFT, BEAR RIGHT AND CONTINUE ON ROUGH WOODS
 GZ2795'ROAD FOR 0.2 MILE TO A DIM WOODS ROAD LEFT AND A TRIANGULAR
 GZ2795'BLAZED TREE ON THE RIGHT, TURN LEFT UP HILL ON DIM WOODS ROAD FOR
 GZ2795'0.15 MILE TO STATION ON THE LEFT AS DESCRIBED.
 GZ2795'
 GZ2795'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2689 ***********************************************************************
 GC2689  DESIGNATION -  HOWELL
 GC2689  PID         -  GC2689
 GC2689  STATE/COUNTY-  KY/TRIGG
 GC2689  USGS QUAD   -  JOHNSON HOLLOW (1982)
 GC2689
 GC2689                         *CURRENT SURVEY CONTROL
 GC2689  ___________________________________________________________________
 GC2689* NAD 83(1993)-  36 40 20.45878(N)    087 49 48.08836(W)     ADJUSTED  
 GC2689* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 GC2689  ___________________________________________________________________
 GC2689  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 GC2689  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC2689
 GC2689  HORZ ORDER  -  SECOND
 GC2689
 GC2689.The horizontal coordinates were established by classical geodetic methods
 GC2689.and adjusted by the National Geodetic Survey in December 1995..
 GC2689
 GC2689.The orthometric height was scaled from a topographic map.
 GC2689
 GC2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2689
 GC2689.The geoid height was determined by GEOID03.
 GC2689
 GC2689;                    North         East     Units Scale Factor Converg.
 GC2689;SPC KY1Z     - 1,039,699.595 1,314,054.554   MT  1.00012366   -1 16 37.4
 GC2689;SPC KY1Z     - 3,411,081.09  4,311,193.98   sFT  1.00012366   -1 16 37.4
 GC2689;SPC KY S     -   539,668.809   314,075.009   MT  1.00001163   -1 15 41.2
 GC2689;SPC KY S     - 1,770,563.42  1,030,427.76   sFT  1.00001163   -1 15 41.2
 GC2689;SPC TN       -   261,051.845   436,410.664   MT  1.00005535   -1 04 16.9
 GC2689;SPC TN       -   856,467.59  1,431,790.65   sFT  1.00005535   -1 04 16.9
 GC2689;UTM  16      - 4,058,846.924   425,831.256   MT  0.99966777   -0 29 44.7
 GC2689
 GC2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2689!SPC KY1Z     -   0.99997005  x   1.00012366  =   1.00009370
 GC2689!SPC KY S     -   0.99997005  x   1.00001163  =   0.99998168
 GC2689!SPC TN       -   0.99997005  x   1.00005535  =   1.00002540
 GC2689!UTM  16      -   0.99997005  x   0.99966777  =   0.99963783
 GC2689
 GC2689:                Primary Azimuth Mark                     Grid Az
 GC2689:SPC KY1Z     -  HOWELL AZ MK                             051 34 12.9
 GC2689:SPC KY S     -  HOWELL AZ MK                             051 33 16.7
 GC2689:SPC TN       -  HOWELL AZ MK                             051 21 52.4
 GC2689:UTM  16      -  HOWELL AZ MK                             050 47 20.2
 GC2689
 GC2689|---------------------------------------------------------------------|
 GC2689| PID    Reference Object                     Distance      Geod. Az  |
 GC2689|                                                           dddmmss.s |
 GC2689| CG6548 HOWELL AZ MK                                       0501735.5 |
 GC2689| CG6549 HOWELL RM 1                          32.425 METERS 07529     |
 GC2689| CG6551 HOWELL RM 3                          25.467 METERS 15013     |
 GC2689| CG6550 HOWELL RM 2                          36.817 METERS 21512     |
 GC2689| GC2709 GRESHAM                             APPROX.17.5 KM 3435106.8 |
 GC2689|---------------------------------------------------------------------|
 GC2689
 GC2689                          SUPERSEDED SURVEY CONTROL
 GC2689
 GC2689  NAD 83(1993)-  36 40 20.46585(N)    087 49 48.09174(W) AD(       ) 2
 GC2689  NAD 83(1986)-  36 40 20.46705(N)    087 49 48.09083(W) AD(       ) 2
 GC2689  NAD 27      -  36 40 20.28700(N)    087 49 48.02300(W) AD(       ) 2
 GC2689
 GC2689.Superseded values are not recommended for survey control.
 GC2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2689.See file dsdata.txt to determine how the superseded data were derived.
 GC2689
 GC2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2583158847(NAD 83)
 GC2689_MARKER: DS = TRIANGULATION STATION DISK
 GC2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2689_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2689
 GC2689  HISTORY     - Date     Condition        Report By
 GC2689  HISTORY     - 1934     MONUMENTED       CGS
 GC2689  HISTORY     - 1953     GOOD             CGS
 GC2689
 GC2689                          STATION DESCRIPTION
 GC2689
 GC2689'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2689'ABOUT 5 MILES SOUTHEAST OF LINTON, 0.35 MILE WEST OF UNION HILL
 GC2689'CHURCH, AND ON PROPERTY OF F.F. HOWELL. TO REACH STATION FROM
 GC2689'CADIZ, FOLLOW DOVER HIGHWAY SOUTH 14.2 MILES, TURN WEST ONTO DIRT
 GC2689'ROAD, AND CONTINUE 1.3 MILES TO STATION SITE AT TOP OF
 GC2689'GRADE. STATION IS 100 YARDS WEST OF MR. HOWELLS HOUSE, ON TOP OF
 GC2689'BANK, OPPOSITE T-ROAD TO SOUTH, AND 44 FEET NORTH OF CENTER
 GC2689'LINE OF ROAD. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 GC2689'MARKS IN CONCRETE.  REFERENCE AND AZIMUTH
 GC2689'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1
 GC2689'IS ON SOUTH SIDE OF ROAD, 2 FEET INSIDE OF FENCE, AND 106.38 FEET
 GC2689'FROM STATION.  NO. 2 IS ON NORTH
 GC2689'SIDE OF ROAD, AT EAST EDGE OF CULTIVATED FIELD, AND 120.79 FEET FROM
 GC2689'STATION.  AZIMUTH MARK IS IN FRONT YARD
 GC2689'OF MR. HOWELLS RESIDENCE, ALONG SIDE ROAD, AT BASE OF LARGE OAK TREE,
 GC2689'AND 0.15 MILE FROM STATION.
 GC2689
 GC2689                          STATION RECOVERY (1953)
 GC2689
 GC2689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2689'STATION WAS RECOVERED AS DESCRIBED AND STATION MARK, AZIMUTH MARK AND
 GC2689'R.M. NO. 2 WERE FOUND IN GOOD CONDITION. R.M.  NO. 1 WAS SEARCHED
 GC2689'FOR BUT COULD NOT BE FOUND AND SHOULD BE CONCIDERED LOST. A NEW
 GC2689'REFERENCE MARK WAS SET BY THIS PARTY. DISTANCE AND DIRECTION
 GC2689'TO AZIMUTH MARK AND R.M. NO. 2 CHECKED. A NEW DESCRIPTION FOLLOWS.
 GC2689'
 GC2689'STATION IS LOCATED 15 MILES SOUTH OF CADIZ, 5 MILES NORTH OF BUMPUS
 GC2689'MILLS AND 0.45 MILE WEST OF THE UNION HILL CHURCH, ON
 GC2689'PROPERTY OWNED BY MR. F.F. HOWELL. IT IS 0.15 MILE WEST OF A HOUSE,
 GC2689'56 FEET NORTH OF THE INTERSECTION OF A GRAVEL ROAD AND A
 GC2689'T-ROAD, SOUTH, AND 25 FEET NORTH OF A WHITE WITNESS POST. THE MARK
 GC2689'PROJECTS 12 INCHES AND THE DISK IS STAMPED HOWELL 1934.
 GC2689'
 GC2689'REFERENCE MARK NO. 2 IS 120.79 FEET SOUTHWEST OF THE STATION. IT IS
 GC2689'24 FEET NORTH OF THE CENTER OF A GRAVEL ROAD.  THE MARK
 GC2689'PROJECTS 12 INCHES AND THE DISK IS STAMPED HOWELL NO 2 1953.
 GC2689'
 GC2689'REFERENCE MARK NO. 3 IS 83.55 FEET SOUTHEAST OF THE STATION. IT IS 41
 GC2689'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 14 FEET EAST
 GC2689'OF THE CENTER OF A GRAVEL ROAD. THE MARK PROJECTS 4 INCHES AND THE
 GC2689'DISK IS STAMPED HOWELL NO 3 1934.
 GC2689'
 GC2689'AZIMUTH MARK IS 0.15 MILE NORTHEAST OF THE STATION. IT IS 56 FEET
 GC2689'NORTH OF THE CENTER OF THE GRAVEL ROAD, 39 FEET SOUTHEAST OF
 GC2689'THE SOUTHEAST CORNER OF A HOUSE AND 12 FEET WEST OF THE CENTER OF A
 GC2689'DRIVEWAY. THE MARK IS FLUSH AND THE DISK IS STAMPED HOWELL
 GC2689'1934.
 GC2689'
 GC2689'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC2689'HIGHWAY 139 IN CADIZ, GO SOUTH ON HIGHWAY 139 FOR 10.4 MILES
 GC2689'TO THE JUNCTION OF STATE HIGHWAY 164. CONTINUE SOUTH ON HIGHWAY 139
 GC2689'FOR 2.4 MILES TO TRIANGULATION STATION SALINE ON THE LEFT,
 GC2689'CONTINUE ON THE HIGHWAY FOR 1.4 MILES TO A GRAVEL CROSSROAD, TURN
 GC2689'RIGHT AND GO 0.9 MILE TO THE UNION HILL CHURCH ON THE LEFT,
 GC2689'CONTINUE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC2689'CONTINUE FOR 0.15 MILE TO THE STATION ON THE RIGHT AS
 GC2689'DECRIBED.
 GC2689'
 GC2689'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2330 ***********************************************************************
 HY2330  DESIGNATION -  HOWLAND
 HY2330  PID         -  HY2330
 HY2330  STATE/COUNTY-  KY/GREENUP
 HY2330  USGS QUAD   -  PORTSMOUTH (1975)
 HY2330
 HY2330                         *CURRENT SURVEY CONTROL
 HY2330  ___________________________________________________________________
 HY2330* NAD 83(1993)-  38 37 47.16522(N)    082 59 20.23050(W)     ADJUSTED  
 HY2330* NAVD 88     -       324.87   (+/-2cm)    1065.8    (feet)  VERTCON   
 HY2330  ___________________________________________________________________
 HY2330  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 HY2330  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HY2330
 HY2330  HORZ ORDER  -  FIRST
 HY2330  VERT ORDER  -  THIRD ? (See Below)
 HY2330
 HY2330.The horizontal coordinates were established by classical geodetic methods
 HY2330.and adjusted by the National Geodetic Survey in April 1998..
 HY2330
 HY2330.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2330.The vertical order pertains to the NGVD 29 superseded value.
 HY2330
 HY2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2330
 HY2330.The geoid height was determined by GEOID03.
 HY2330
 HY2330;                    North         East     Units Scale Factor Converg.
 HY2330;SPC KY1Z     - 1,258,428.775 1,740,383.862   MT  0.99999131   +1 41 42.6
 HY2330;SPC KY1Z     - 4,128,695.07  5,709,909.39   sFT  0.99999131   +1 41 42.6
 HY2330;SPC KY N     -   126,153.673   609,799.822   MT  0.99996609   +0 47 04.0
 HY2330;SPC KY N     -   413,889.18  2,000,651.58   sFT  0.99996609   +0 47 04.0
 HY2330;SPC OH S     -    70,029.009   557,423.193   MT  1.00002197   -0 18 36.9
 HY2330;UTM  17      - 4,277,569.243   326,871.398   MT  0.99996912   -1 14 31.1
 HY2330
 HY2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2330!SPC KY1Z     -   0.99995416  x   0.99999131  =   0.99994547
 HY2330!SPC KY N     -   0.99995416  x   0.99996609  =   0.99992025
 HY2330!SPC OH S     -   0.99995416  x   1.00002197  =   0.99997613
 HY2330!UTM  17      -   0.99995416  x   0.99996912  =   0.99992328
 HY2330
 HY2330:                Primary Azimuth Mark                     Grid Az
 HY2330:SPC KY1Z     -  SCIOTO                                   338 19 25.4
 HY2330:SPC KY N     -  SCIOTO                                   339 14 04.0
 HY2330:SPC OH S     -  SCIOTO                                   340 19 44.9
 HY2330:UTM  17      -  SCIOTO                                   341 15 39.1
 HY2330
 HY2330|---------------------------------------------------------------------|
 HY2330| PID    Reference Object                     Distance      Geod. Az  |
 HY2330|                                                           dddmmss.s |
 HY2330| HY2335 SCIOTO                              APPROX.15.8 KM 3400108.0 |
 HY2330|---------------------------------------------------------------------|
 HY2330
 HY2330                          SUPERSEDED SURVEY CONTROL
 HY2330
 HY2330  NAD 83(1993)-  38 37 47.16593(N)    082 59 20.23181(W) AD(       ) 1
 HY2330  NAD 83(1986)-  38 37 47.17232(N)    082 59 20.23483(W) AD(       ) 1
 HY2330  NAD 27      -  38 37 46.89300(N)    082 59 20.61300(W) AD(       ) 1
 HY2330  NGVD 29 (07/19/86)  325.05   (m)         1066.4    (f) LEVELING    3  
 HY2330
 HY2330.Superseded values are not recommended for survey control.
 HY2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2330.See file dsdata.txt to determine how the superseded data were derived.
 HY2330
 HY2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC2687177569(NAD 83)
 HY2330_MARKER: N = NAIL
 HY2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2330
 HY2330  HISTORY     - Date     Condition        Report By
 HY2330  HISTORY     - 1885     MONUMENTED       CGS
 HY2330  HISTORY     - 1927     SEE DESCRIPTION  CGS
 HY2330  HISTORY     - 1929     GOOD             CGS
 HY2330  HISTORY     - 1935     GOOD             CGS
 HY2330  HISTORY     - 1938     GOOD             CGS
 HY2330  HISTORY     - 1955     GOOD             CGS
 HY2330  HISTORY     - 1957     GOOD             CGS
 HY2330  HISTORY     - 1959     GOOD             THOMAS
 HY2330
 HY2330                          STATION DESCRIPTION
 HY2330
 HY2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (ATM)
 HY2330'BETWEEN TYGARTS CREEK AND SHULTZ CREEK AND BETWEEN THE RIGHT AND LEFT
 HY2330'FORKS OF BEECHY CREEK, ABOUT 3-1/2 MILES WEST OF LIBERTY POST OFFICE
 HY2330'ON A POINT OF LAND BELONGING TO JAMES HOWLAND, ABOUT 400 METERS
 HY2330'NORTHWEST OF HIS HOUSE AND ABOUT 100 METERS WEST OF THE MAIN COUNTY
 HY2330'ROAD FROM SHULTZ CREEK TO THE MOUTH OF BRUSHY CREEK.  THE STATION IS
 HY2330'MARKED BY A NAIL SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE
 HY2330'6 INCHES IN DIAMETER AND 2 FEET LONG.  THE TILE IS FILLED WITH
 HY2330'CONCRETE AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 HY2330'UNDERGROUND MARK IS AN EARTHENWARE PYRAMID SET ABOUT 3 FEET BELOW THE
 HY2330'SURFACE.  THERE ARE FOUR REFERENCE MARKS SIMILAR TO THE SURFACE
 HY2330'MARK AT THE STATION, EXCEPT THE TILES ARE ONLY 4 INCHES IN
 HY2330'DIAMETER.  THE REFERENCE MARKS ARE AT THE FOLLOWING DISTANCES AND
 HY2330'DIRECTIONS FROM THE STATION--1.97 METERS NORTH, 1.84 METERS EAST,
 HY2330'1.81 METERS SOUTH, AND 1.86 METERS WEST.
 HY2330
 HY2330                          STATION RECOVERY (1927)
 HY2330
 HY2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (CMD)
 HY2330'ORIGINAL DESCRIPTION IS GOOD.  STATION MARK ONLY RECOVERED.  A 64
 HY2330'FOOT TOWER AND NEW MARKS TO BE SET IN CONCRETE.  TO REACH--GO ACROSS
 HY2330'TOLL BRIDGE OVER OHIO RIVER AT PORTSMOUTH TO THE KENTUCKY SIDE.
 HY2330'TURN LEFT OR EAST AND FOLLOW MAIN ROAD UP THE RIVER FOR ABOUT 2
 HY2330'MILES.  HERE AT A SMALL STORE TURN SOUTH OVER MORTON HILL FOR 0.8
 HY2330'MILE.  THEN AT NICKELS STORE TURN RIGHT FOR 0.6 MILE AND TURN LEFT
 HY2330'AT A TWO STORY HOUSE.  FOLLOW THIS ROAD FOR 2.3 MILES, TAKE RIGHT
 HY2330'FORK FOR 1.3 MILES AND TAKE THE RIGHT FORK AGAIN, 2.3 MILES FURTHER
 HY2330'TURN LEFT OR EAST, CROSS CREEK AND GO UP HILL 1 MILE TO THE
 HY2330'CROSSROADS AT THE TOP WITH AN ORCHARD ON THE RIGHT.  KEEP STRAIGHT
 HY2330'AHEAD FOR 1/2 MILE AND STATION IS 100 YARDS TO THE WEST OF THE ROAD
 HY2330'ON WOODED HILL.  ABOUT 200 YARDS NORTH OF THE STATION A WAGON ROAD
 HY2330'LEADS SOUTHWESTERLY FROM THE MAIN ROAD AND WINDS THROUGH THE WOODS
 HY2330'TO THE STATION.  TRUCK CAN BE DRIVEN OVER THIS.
 HY2330
 HY2330                          STATION RECOVERY (1929)
 HY2330
 HY2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (CMT)
 HY2330'BETWEEN TYGARTS CREEK AND SHULTZ CREEK AND BETWEEN THE RIGHT AND LEFT
 HY2330'FORK OF BEECHY CREEK ABOUT 3-1/2 MILES WEST OF LIBERTY ON A POINT OF
 HY2330'LAND BELONGING TO JAMES HOWLAND ABOUT 400 METERS NORTHWEST OF HIS
 HY2330'HOUSE AND ABOUT 100 METERS WEST OF THE MAIN COUNTY ROAD FROM SHULTZ
 HY2330'CREEK TO THE MOUTH OF BRUSHY CREEK.
 HY2330'
 HY2330'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HY2330'SET IN CONCRETE.
 HY2330'
 HY2330'REFERENCE MARK NO.1 IS SOUTHEAST OF THE STATION AND BETWEEN THE ROAD
 HY2330'LEADING TO THE STATION AND A WIRE FENCE.  THE MARK IS 5 FEET NORTH
 HY2330'OF THE FENCE LINE AND ABOUT 30 FEET EAST OF THE CORNER POST, ALSO 8
 HY2330'FEET EAST OF A TRIPLE OAK TREE.
 HY2330'
 HY2330'REFERENCE MARK NO.2 IS WEST OF THE STATION IN FENCE LINE AT A POINT
 HY2330'WHERE THE WOODS ROAD BENDS SHARPLY TOWARDS THE FENCE.
 HY2330'
 HY2330'HEIGHT OF SIGNAL ABOVE STATION MARK 31.1 METERS.
 HY2330
 HY2330                          STATION RECOVERY (1935)
 HY2330
 HY2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 HY2330'DESCRIPTION OF THIS STATION IS CLEAR AND EASILY FOLLOWED TO THE
 HY2330'POSITION OF THE STATION.
 HY2330
 HY2330                          STATION RECOVERY (1938)
 HY2330
 HY2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (LJS)
 HY2330'LETTER FROM MR. L.J. SMITH, C/O HARBISON-WALKER REFRACTORIES CO.,
 HY2330'SCIOTO FURNACE, OHIO, TO THE U.S.G.S., DATED OCTOBER 14, 1938--
 HY2330'
 HY2330'RECOVERED BY SPIRIT LEVELING OF U.S.G.S. IN 1926, ELEVATION
 HY2330'DETERMINED OF 1064.153 FEET BASED ON SEA LEVEL DATUM OF 1929.
 HY2330
 HY2330                          STATION RECOVERY (1955)
 HY2330
 HY2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 HY2330'STATION IS LOCATED ABOUT 9 MILES NW OF GREENUP, 6-3/4 MILES S OF
 HY2330'SOUTH PORTSMOUTH, BETWEEN TYGARTS AND SHULTZ CREEKS AND BETWEEN THE
 HY2330'RIGHT AND LEFT FORKS OF BEECHY CREEK, ON LAND OWNED BY THE FOREST
 HY2330'SERVICE, AND THE MARK IS CENTERED UNDER THE LOOKOUT TOWER, AND IS
 HY2330'9.55 FEET FROM ALL THE 4 LEGS OF TOWER.
 HY2330'
 HY2330'REFERENCE MARK NO.1 IS SE OF THE STATION AND BETWEEN THE ROAD LEADING
 HY2330'TO THE STATION AND A WIRE FENCE, 10.5 FEET S OF THE CENTER OF ROAD,
 HY2330'13.0 FEET N OF FENCE, 38.5 FEET E OF A CHESTNUT OAK IN JOG OF
 HY2330'FENCE, 185 FEET E OF THE JUNCTION OF ROAD LEADING TO TOWER.  THE
 HY2330'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED HOWLAND NO.1
 HY2330'1929.
 HY2330'
 HY2330'REFERENCE MARK NO.2 IS SW OF THE STATION AND BETWEEN THE ROAD AND A
 HY2330'FENCE, 139.0 FEET W OF THE JUNCTION OF THE ROAD TO TOWER, 9.0 FEET S
 HY2330'OF THE CENTER OF ROAD, 6.2 FEET E OF AND OAK IN FENCE LINE.  AND
 HY2330'1.75 FEET N OF THE FENCE LINE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 HY2330'THE DISK IS STAMPED HOWLAND NO.2 1929.
 HY2330'
 HY2330'TO REACH THE STATION FROM THE COURTHOUSE IN GREENUP, GO S ON STATE
 HY2330'ROUTE 2 FOR 0.3 MILE TO JUNCTION WITH U.S. ROUTE 23, TURN RIGHT AND
 HY2330'GO NW FOR 1.3 MILES TO JUNCTION WITH STATE ROUTE 827, TURN LEFT ON
 HY2330'ROUTE 827 AND GO SW AND WESTERLY FOR 5.4 MILES TO JUNCTION WITH
 HY2330'STATE ROUTE 7, TURN RIGHT ON ROUTE 7 AND GO N FOR 2.6 MILES TO SIDE
 HY2330'ROAD LEFT, THIS IS 0.25 MILE N OF BRIDGE OVER BEECHY CREEK, TURN LEFT
 HY2330'AND GO NW FOR 1.4 MILES TO FORK AT SMALL STORE, KEEP LEFT FORK AND
 HY2330'GO S AND W FOR 2.25 MILES TO REVERSE Y FORK , TURN SHARP RIGHT UP
 HY2330'HILL AND GO 0.65 MILE TO FORK, KEEP LEFT MAIN ROAD ROAD FOR 0.3 MILE
 HY2330'TO A TRACK ROAD LEFT, THIS IS 0.2 MILE NW OF A SQUARE BUILT HOUSE,
 HY2330'TURN LEFT ON THIS WOODS ROAD FOR 0.05 MILE TO ROAD RIGHT ABOUT 30
 HY2330'YARDS TO FIRE TOWER AND STATION.
 HY2330
 HY2330                          STATION RECOVERY (1957)
 HY2330
 HY2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KET)
 HY2330'STATION AND REFERENCE MARKS NO.1 AND 2 RECOVERED IN APPARENT GOOD
 HY2330'CONDITION.
 HY2330'
 HY2330'A FIRE CONTROL LOOKOUT TOWER HAS BEEN ERECTED OVER THE STATION MARK.
 HY2330
 HY2330                          STATION RECOVERY (1959)
 HY2330
 HY2330'RECOVERY NOTE BY THOMAS ENG AND SURV 1959
 HY2330'STATION FOUND UNDISTURBED.  A FIRE TOWER HAS BEEN ERECTED OVER THE
 HY2330'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2740 ***********************************************************************
 GZ2740  DESIGNATION -  HUDGINS
 GZ2740  PID         -  GZ2740
 GZ2740  STATE/COUNTY-  KY/HART
 GZ2740  USGS QUAD   -  HUDGINS (1961)
 GZ2740
 GZ2740                         *CURRENT SURVEY CONTROL
 GZ2740  ___________________________________________________________________
 GZ2740* NAD 83(1993)-  37 21 51.97086(N)    085 40 59.42628(W)     ADJUSTED  
 GZ2740* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 GZ2740  ___________________________________________________________________
 GZ2740  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 GZ2740  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GZ2740
 GZ2740  HORZ ORDER  -  SECOND
 GZ2740
 GZ2740.The horizontal coordinates were established by classical geodetic methods
 GZ2740.and adjusted by the National Geodetic Survey in December 1995..
 GZ2740
 GZ2740.The orthometric height was scaled from a topographic map.
 GZ2740
 GZ2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2740
 GZ2740.The geoid height was determined by GEOID03.
 GZ2740
 GZ2740;                    North         East     Units Scale Factor Converg.
 GZ2740;SPC KY1Z     - 1,114,437.472 1,505,919.459   MT  0.99994461   +0 02 27.7
 GZ2740;SPC KY1Z     - 3,656,283.61  4,940,670.76   sFT  0.99994461   +0 02 27.7
 GZ2740;SPC KY S     -   614,427.924   505,919.465   MT  0.99994554   +0 02 25.9
 GZ2740;SPC KY S     - 2,015,835.61  1,659,837.44   sFT  0.99994554   +0 02 25.9
 GZ2740;UTM  16      - 4,136,115.023   616,607.178   MT  0.99976749   +0 47 57.3
 GZ2740
 GZ2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2740!SPC KY1Z     -   0.99995766  x   0.99994461  =   0.99990227
 GZ2740!SPC KY S     -   0.99995766  x   0.99994554  =   0.99990320
 GZ2740!UTM  16      -   0.99995766  x   0.99976749  =   0.99972516
 GZ2740
 GZ2740:                Primary Azimuth Mark                     Grid Az
 GZ2740:SPC KY1Z     -  CREAL                                    013 42 30.0
 GZ2740:SPC KY S     -  CREAL                                    013 42 31.8
 GZ2740:UTM  16      -  CREAL                                    012 57 00.4
 GZ2740
 GZ2740|---------------------------------------------------------------------|
 GZ2740| PID    Reference Object                     Distance      Geod. Az  |
 GZ2740|                                                           dddmmss.s |
 GZ2740| GZ2742 CREAL                               APPROX. 7.6 KM 0134457.7 |
 GZ2740| CG8053 HUDGINS RM 1                         22.668 METERS 02124     |
 GZ2740| GZ2739 TENNESSEE GAS RAD STA 95 MAST       APPROX.11.0 KM 1263117.3 |
 GZ2740| CG8054 HUDGINS RM 2                         21.162 METERS 29737     |
 GZ2740|---------------------------------------------------------------------|
 GZ2740
 GZ2740                          SUPERSEDED SURVEY CONTROL
 GZ2740
 GZ2740  NAD 83(1986)-  37 21 51.97889(N)    085 40 59.43426(W) AD(       ) 2
 GZ2740  NAD 27      -  37 21 51.76500(N)    085 40 59.54700(W) AD(       ) 2
 GZ2740
 GZ2740.Superseded values are not recommended for survey control.
 GZ2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2740.See file dsdata.txt to determine how the superseded data were derived.
 GZ2740
 GZ2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG1660736115(NAD 83)
 GZ2740_MARKER: DS = TRIANGULATION STATION DISK
 GZ2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2740
 GZ2740  HISTORY     - Date     Condition        Report By
 GZ2740  HISTORY     - 1951     MONUMENTED       CGS
 GZ2740
 GZ2740                          STATION DESCRIPTION
 GZ2740
 GZ2740'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2740'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF CANMER, 6 MILES
 GZ2740'SOUTHEAST OF MAGNOLIA AND ABOUT 1 MILE NORTH OF THE VILLAGE OF
 GZ2740'HUDGINS ON THE HIGHEST POINT OF A HEAVILY WOODED HILL AND ON LAND
 GZ2740'OWNED BY MR. WESLEY AKIN. IT IS 50 FEET NORTHWEST OF A FENCE
 GZ2740'LINE, 34 FEET SOUTH OF THE CENTER OF WOODS ROAD, 33 FEET WEST OF A
 GZ2740'TRIANGULAR BLAZED 6 INCH MAPLE TREE AND 20 FEET NORTH OF A
 GZ2740'TRIANGULAR BLAZED 18 INCH WALNUT TREE. THE MARK PROJECTS ABOUT 2
 GZ2740'INCHES AND THE DISK STAMPED HUDGINS 1951.
 GZ2740'
 GZ2740'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTER OF WOODS ROAD,
 GZ2740'SET ON THE NORTH SLOPE OF THE HILL ABOUT 4 FEET LOWER IN
 GZ2740'ELEVATION THAN STATION MARK. THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GZ2740'DISK STAMPED HUDGINS NO 1 1951.
 GZ2740'
 GZ2740'REFERENCE MARK NO. 2 IS 20 FEET NORTH OF THE CENTER OF WOODS ROAD,
 GZ2740'SET ON THE NORTHWEST SLOPE OF THE HILL ABOUT 3 FEET LOWER IN
 GZ2740'ELEVATION THAN STATION MARK. THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GZ2740'DISK STAMPED HUDGINS NO. 2 1951.
 GZ2740'
 GZ2740'NO AZIMUTH MARK SET AT THIS STATION DUE TO HEAVILY WOODED AREA. TO
 GZ2740'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 31E AND
 GZ2740'STATE HIGHWAY NO. 698 IN MAGNOLIA, GO SOUTH ON U.S.HIGHWAY NO. 31E
 GZ2740'FOR 7.4 MILES TO SIDE ROAD LEFT,TURN LEFT AND GO EAST FOR 0.25
 GZ2740'MILE TO SIDE ROAD RIGHT WHERE MAIN ROAD MAKES A LEFT TURN, TURN RIGHT
 GZ2740'AND CONTINUE EAST ON GRAVELED ROAD FOR 2.75 MILES TO BRIDGE
 GZ2740'ACROSS CREEK, CROSS BRIDGE AND CONTINUE ON GRAVELED ROAD FOR 1.85
 GZ2740'MILES TO A REVERSED Y ROAD FORK, TURN SHARP LEFT AND GO NORTH ON
 GZ2740'DIRT ROAD FOR 1.2 MILES TO TOP OF GRADE AND A TRIANGULAR BLAZED
 GZ2740'LOCUST TREE ON THE RIGHT, TURN RIGHT AND GO EAST ON WOODS ROAD ALONG
 GZ2740'THE NORTH EDGE OF FIELD FOR ABOUT 100 FEET TO A WIRE GATE, PASS
 GZ2740'THROUGH GATE AND CONTINUE EAST ON DIM ROAD FOR ABOUT 0.05 MILE TO A
 GZ2740'TRIANGULAR BLAZED 12 INCH OAK TREE ON THE LEFT, TURN LEFT AND CROSS
 GZ2740'OLD FENCE LINE AND GO NORTHEAST THROUGH WOODS ON DIM ROAD FOR ABOUT
 GZ2740'0.05 MILE TO SOUTHEAST CORNER OF FIELD, CROSS CORNER OF FIELD
 GZ2740'AND TURN RIGHT INTO WOODS AND CONTINUE EAST UP HILL ON WOODS FOR 0.2
 GZ2740'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GZ2740'
 GZ2740'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1327 ***********************************************************************
 HA1327  DESIGNATION -  HUDSON
 HA1327  PID         -  HA1327
 HA1327  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1327  USGS QUAD   -  CUSTER (1963)
 HA1327
 HA1327                         *CURRENT SURVEY CONTROL
 HA1327  ___________________________________________________________________
 HA1327* NAD 83(1993)-  37 39 05.99623(N)    086 16 21.83936(W)     ADJUSTED  
 HA1327* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 HA1327  ___________________________________________________________________
 HA1327  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 HA1327  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HA1327
 HA1327  HORZ ORDER  -  SECOND
 HA1327
 HA1327.The horizontal coordinates were established by classical geodetic methods
 HA1327.and adjusted by the National Geodetic Survey in December 1995..
 HA1327
 HA1327.The orthometric height was scaled from a topographic map.
 HA1327
 HA1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1327
 HA1327.The geoid height was determined by GEOID03.
 HA1327
 HA1327;                    North         East     Units Scale Factor Converg.
 HA1327;SPC KY1Z     - 1,146,440.962 1,453,875.014   MT  0.99991260   -0 19 15.4
 HA1327;SPC KY1Z     - 3,761,281.72  4,769,921.61   sFT  0.99991260   -0 19 15.4
 HA1327;SPC KY S     -   646,430.650   453,872.788   MT  0.99996071   -0 19 01.3
 HA1327;SPC KY S     - 2,120,831.22  1,489,080.97   sFT  0.99996071   -0 19 01.3
 HA1327;UTM  16      - 4,167,416.465   564,153.368   MT  0.99965069   +0 26 39.4
 HA1327
 HA1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1327!SPC KY1Z     -   0.99996281  x   0.99991260  =   0.99987542
 HA1327!SPC KY S     -   0.99996281  x   0.99996071  =   0.99992352
 HA1327!UTM  16      -   0.99996281  x   0.99965069  =   0.99961352
 HA1327
 HA1327:                Primary Azimuth Mark                     Grid Az
 HA1327:SPC KY1Z     -  LEITCHFIELD MUNICIPAL TANK               186 18 05.9
 HA1327:SPC KY S     -  LEITCHFIELD MUNICIPAL TANK               186 17 51.8
 HA1327:UTM  16      -  LEITCHFIELD MUNICIPAL TANK               185 32 11.1
 HA1327
 HA1327|---------------------------------------------------------------------|
 HA1327| PID    Reference Object                     Distance      Geod. Az  |
 HA1327|                                                           dddmmss.s |
 HA1327| HA1406 LEITCHFIELD MUNICIPAL TANK          APPROX.18.8 KM 1855850.5 |
 HA1327| CG8056 HUDSON RM 1                          11.570 METERS 20748     |
 HA1327| CG8055 HUDSON AZ MK                                       2462057.3 |
 HA1327| CG8057 HUDSON RM 2                          12.196 METERS 29731     |
 HA1327|---------------------------------------------------------------------|
 HA1327
 HA1327                          SUPERSEDED SURVEY CONTROL
 HA1327
 HA1327  NAD 83(1986)-  37 39 06.00450(N)    086 16 21.84565(W) AD(       ) 2
 HA1327  NAD 27      -  37 39 05.79100(N)    086 16 21.94100(W) AD(       ) 2
 HA1327
 HA1327.Superseded values are not recommended for survey control.
 HA1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1327.See file dsdata.txt to determine how the superseded data were derived.
 HA1327
 HA1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6415367416(NAD 83)
 HA1327_MARKER: DS = TRIANGULATION STATION DISK
 HA1327_SETTING: 0 = UNSPECIFIED SETTING
 HA1327
 HA1327  HISTORY     - Date     Condition        Report By
 HA1327  HISTORY     - 1950     MONUMENTED       CGS
 HA1327
 HA1327                          STATION DESCRIPTION
 HA1327
 HA1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1327'STATION IS LOCATED ABOUT 20 MILES WEST OF ELIZABETHTOWN AND 12 MILES
 HA1327'NORTH OF LEITCHFIELD ON A BARE HILL OWNED BY B. LUCAS.  IT IS
 HA1327'ON THE SOUTHEAST END OF THE HILL AND 7 FEET SOUTH OF A WHITE WITNESS
 HA1327'POST.  THE MARK IS A 6 INCH CAST IRON PIPE WITH A STANDARD DISK
 HA1327'CEMENTED IN THE TOP STAMPED HUDSON 1950 AND PROJECTS ABOUT 6 INCHES.
 HA1327'
 HA1327'REFERENCE MARK NO. 1 IS A 4 INCH CAST IRON PIPE WTH A STANDARD DISK
 HA1327'CEMENTED IN THE TOP AND STAMPED HUDSON NO 1 1950 AND PROJECTS
 HA1327'ABOUT 4 INCHES.
 HA1327'
 HA1327'REFERENCE MARK NO. 2 IS A 4 INCH CAST IRON PIPE WITH A STANDARD DISK
 HA1327'CEMENTED IN THE TOP AND STAMPED HUDSON NO 2 1950 AND PROJECTS
 HA1327'ABOUT 4 INCHES.
 HA1327'
 HA1327'AZIMUTH MARK IS 26 FEET WEST OF THE CENTER OF STATE HIGHWAY 401, 13
 HA1327'FEET SOUTH OF THE CENTER OF A DRIVEWAY, 2 FEET EAST OF A FENCE AND 1
 HA1327'FOOT NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 HA1327'AND THE DISK IS STAMPED HUDSON 1950.
 HA1327'
 HA1327'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 HA1327'HIGHWAY 86 ABOUT 6 MILES WEST OF ELIZABETHTOWN, GO NORTHWEST ON
 HA1327'HIGHWAY 86 FOR 17.0 MILES TO THE JUNCTION OF STATE HIGHWAY 401 IN
 HA1327'DYER, TURN LEFT ON HIGHWAY 401 AND GO 5.0 MILES TO A FARMHOUSE ON
 HA1327'THE LEFT,* TURN LEFT, LET DOWN FENCE AND GO SOUTH 0.15 MILE TO THE
 HA1327'TOP OF THE RIDGE AND STATION AS DESCRIBED.
 HA1327'
 HA1327'*TO REACH AZIMUTH MARK FROM THIS POINT CONTINUE ON HIGHWAY 401 FOR
 HA1327'0.2 MILE TO HUDSON, CONTINUE 0.15 MILE TO A DRIVEWAY ON THE RIGHT
 HA1327'AND THE AZIMUTH MARK AS DESCRIBED.
 HA1327'
 HA1327'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2424 ***********************************************************************
 HY2424  DESIGNATION -  HUGHES
 HY2424  PID         -  HY2424
 HY2424  STATE/COUNTY-  KY/FLEMING
 HY2424  USGS QUAD   -  FLEMINGSBURG (1979)
 HY2424
 HY2424                         *CURRENT SURVEY CONTROL
 HY2424  ___________________________________________________________________
 HY2424* NAD 83(1993)-  38 24 11.44765(N)    083 39 03.90417(W)     ADJUSTED  
 HY2424* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 HY2424  ___________________________________________________________________
 HY2424  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 HY2424  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HY2424
 HY2424  HORZ ORDER  -  SECOND
 HY2424
 HY2424.The horizontal coordinates were established by classical geodetic methods
 HY2424.and adjusted by the National Geodetic Survey in December 1995..
 HY2424
 HY2424.The orthometric height was scaled from a topographic map.
 HY2424
 HY2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2424
 HY2424.The geoid height was determined by GEOID03.
 HY2424
 HY2424;                    North         East     Units Scale Factor Converg.
 HY2424;SPC KY1Z     - 1,231,782.129 1,683,313.888   MT  0.99994712   +1 17 19.1
 HY2424;SPC KY1Z     - 4,041,271.87  5,522,672.31   sFT  0.99994712   +1 17 19.1
 HY2424;SPC KY N     -   100,420.305   552,312.598   MT  0.99996270   +0 22 21.2
 HY2424;SPC KY N     -   329,462.28  1,812,045.58   sFT  0.99996270   +0 22 21.2
 HY2424;UTM  17      - 4,253,878.457   268,502.912   MT  1.00026003   -1 38 51.2
 HY2424
 HY2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2424!SPC KY1Z     -   0.99994778  x   0.99994712  =   0.99989490
 HY2424!SPC KY N     -   0.99994778  x   0.99996270  =   0.99991048
 HY2424!UTM  17      -   0.99994778  x   1.00026003  =   1.00020780
 HY2424
 HY2424|---------------------------------------------------------------------|
 HY2424| PID    Reference Object                     Distance      Geod. Az  |
 HY2424|                                                           dddmmss.s |
 HY2424| DC2210 HUGHES RM 1                          12.328 METERS 07851     |
 HY2424| HY2425 HUGHES USGS 1953                      3.628 METERS 11657     |
 HY2424| DC2211 HUGHES RM 2                          15.907 METERS 15237     |
 HY2424| HY2423 FLEMINGSBURG MUNICIPAL TANK         APPROX. 8.1 KM 2843507.4 |
 HY2424| DC2209 HUGHES AZ MK                                       3504356.1 |
 HY2424|---------------------------------------------------------------------|
 HY2424
 HY2424                          SUPERSEDED SURVEY CONTROL
 HY2424
 HY2424  NAD 83(1986)-  38 24 11.45445(N)    083 39 03.91106(W) AD(       ) 2
 HY2424  NAD 27      -  38 24 11.17500(N)    083 39 04.21500(W) AD(       ) 2
 HY2424
 HY2424.Superseded values are not recommended for survey control.
 HY2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2424.See file dsdata.txt to determine how the superseded data were derived.
 HY2424
 HY2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6850353878(NAD 83)
 HY2424_MARKER: DS = TRIANGULATION STATION DISK
 HY2424_SETTING: 80 = SET IN A BOULDER
 HY2424_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HY2424
 HY2424  HISTORY     - Date     Condition        Report By
 HY2424  HISTORY     - 1953     MONUMENTED       CGS
 HY2424
 HY2424                          STATION DESCRIPTION
 HY2424
 HY2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2424'STATION IS LOCATED ON THE PROPERTY OF NORMANDA WALTON ON A PROMINENT
 HY2424'WOODED HILL LOCALLY KNOWN AS WALTON KNOB ABOUT 5 MILES EAST OF
 HY2424'FLEMINGSBURG.  IT IS 23 FEET SOUTHWEST OF A 12 INCH TWIN OAK TREE AND
 HY2424'6 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE DISK IS SET FLUSH IN
 HY2424'A DRILL HOLE IN A BOULDER ABOUT 3 FEET SQUARE PROJECTING ABOUT 6
 HY2424'INCHES AND IT IS STAMPED HUGHES 1953
 HY2424'
 HY2424'REFERENCE MARK NO.1 IS 21 FEET EAST OF THE 12 INCH OAK TREE.  THE
 HY2424'DISK IS SET FLUSH IN A BOULDER 2 FEET SQUARE AND PROJECTING ABOUT 2
 HY2424'INCHES AND IT IS STAMPED HUGHES NO 1 1953.
 HY2424'
 HY2424'REFERENCE MARK NO.2 IS 7 FEET EAST OF AN 8 INCH PINE TREE.  THE DISK
 HY2424'IS SET FLUSH IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 6 FEET LONG
 HY2424'AND 2 FEET WIDE AND PROJECTS ABOUT 18 INCHES AND IT IS STAMPED
 HY2424'HUGHES NO 2 1953.
 HY2424'
 HY2424'AZIMUTH MARK IS IN THE WEST END OF A CULVERT ABUTMENT, 19 FEET SOUTH
 HY2424'OF THE CENTER OF A GRAVEL ROAD, 19 FEET WEST OF THE CENTER OF A
 HY2424'GRAVEL ROAD AND 5 FEET NORTHEAST OF A WHITE WITNESS POST.  THE DISK
 HY2424'IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE ABUTMENT AND IT IS
 HY2424'STAMPED HUGHES 1953.
 HY2424'
 HY2424'HUGHES (USGS) IS 15 FEET SOUTHEAST OF THE WHITE WITNESS POST.  THE
 HY2424'MARK IS A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 6
 HY2424'INCHES. (NOTE) THIS STATION WAS DESCRIBED BY THE U.S. GEOLOGICAL
 HY2424'SURVEY AS BEING MARKED WITH AN ALUMINUM TRIANGULATION TABLET SET IN
 HY2424'ROCK BUT THE TABLET HAS BEEN REMOVED.
 HY2424'
 HY2424'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 11 IN
 HY2424'FLEMINGSBURG, GO NORTHEAST AND EAST ON PAVED STREET FOR 0.3 MILE TO
 HY2424'THE END OF THE PAVEMENT.  CONTINUE EAST ON GRAVEL ROAD FOR 4.8
 HY2424'MILES TO A GRAVEL ROAD RIGHT AND THE AZIMUTH MARK ON THE RIGHT AS
 HY2424'DESCRIBED.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.55 MILE TO A
 HY2424'TRIANGLE BLAZED OAK TREE AND A WOODS ROAD LEFT.  TURN LEFT AND
 HY2424'FOLLOW WOODS ROAD EAST FOR 0.15 MILE TO A STEEP SHALE BANK AND THE
 HY2424'END OF TRUCK TRAVEL.  FROM HERE PACK EAST UP STEEP GRADE FOR ABOUT
 HY2424'0.1 MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 HY2424'
 HY2424'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2425 ***********************************************************************
 HY2425  DESIGNATION -  HUGHES USGS 1953
 HY2425  PID         -  HY2425
 HY2425  STATE/COUNTY-  KY/FLEMING
 HY2425  USGS QUAD   -  FLEMINGSBURG (1979)
 HY2425
 HY2425                         *CURRENT SURVEY CONTROL
 HY2425  ___________________________________________________________________
 HY2425* NAD 83(1993)-  38 24 11.39432(N)    083 39 03.77089(W)     ADJUSTED  
 HY2425* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 HY2425  ___________________________________________________________________
 HY2425  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 HY2425  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HY2425
 HY2425  HORZ ORDER  -  SECOND
 HY2425
 HY2425.The horizontal coordinates were established by classical geodetic methods
 HY2425.and adjusted by the National Geodetic Survey in December 1995..
 HY2425
 HY2425.The orthometric height was scaled from a topographic map.
 HY2425
 HY2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2425
 HY2425.The geoid height was determined by GEOID03.
 HY2425
 HY2425;                    North         East     Units Scale Factor Converg.
 HY2425;SPC KY1Z     - 1,231,780.558 1,683,317.158   MT  0.99994712   +1 17 19.2
 HY2425;SPC KY1Z     - 4,041,266.71  5,522,683.04   sFT  0.99994712   +1 17 19.2
 HY2425;SPC KY N     -   100,418.682   552,315.843   MT  0.99996270   +0 22 21.3
 HY2425;SPC KY N     -   329,456.96  1,812,056.23   sFT  0.99996270   +0 22 21.3
 HY2425;UTM  17      - 4,253,876.720   268,506.098   MT  1.00026001   -1 38 51.1
 HY2425
 HY2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2425!SPC KY1Z     -   0.99994778  x   0.99994712  =   0.99989490
 HY2425!SPC KY N     -   0.99994778  x   0.99996270  =   0.99991048
 HY2425!UTM  17      -   0.99994778  x   1.00026001  =   1.00020778
 HY2425
 HY2425                          SUPERSEDED SURVEY CONTROL
 HY2425
 HY2425  NAD 83(1986)-  38 24 11.40112(N)    083 39 03.77778(W) AD(       ) 2
 HY2425  NAD 27      -  38 24 11.12200(N)    083 39 04.08200(W) AD(       ) 2
 HY2425
 HY2425.Superseded values are not recommended for survey control.
 HY2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2425.See file dsdata.txt to determine how the superseded data were derived.
 HY2425
 HY2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6850653877(NAD 83)
 HY2425_MARKER: H = DRILL HOLE
 HY2425_SETTING: 80 = SET IN A BOULDER
 HY2425_SP_SET: PARTIALLY EXPOSED BOULDER
 HY2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2425+STABILITY: SURFACE MOTION
 HY2425
 HY2425  HISTORY     - Date     Condition        Report By
 HY2425  HISTORY     - 1953     MONUMENTED       USGS
 HY2425
 HY2425                          STATION DESCRIPTION
 HY2425
 HY2425'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ELJ)
 HY2425'STATION IS LOCATED ON THE PROPERTY OF NORMANDA WALTON ON A PROMINENT
 HY2425'WOODED HILL LOCALLY KNOWN AS WALTON KNOB ABOUT 5 MILES EAST OF
 HY2425'FLEMINGSBURG.  IT IS 15 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE
 HY2425'MARK IS A DRILLHOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 6
 HY2425'INCHES.  (NOTE) THIS STATION WAS ORIGINALLY MARKED WITH AN ALUMINUM
 HY2425'DISK SET IN A DRILLHOLE BUT THE DISK HAD BEEN REMOVED.
 HY2425'
 HY2425'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 11
 HY2425'AND A PAVED STREET IN FLEMINGSBURG, GO NORTHEAST AND EAST ON PAVED
 HY2425'STREET FOR 0.3 MILE TO THE END OF THE PAVEMENT.  CONTINUE EAST ON
 HY2425'GRAVEL ROAD FOR 4.8 MILES TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO
 HY2425'0.55 MILE TO A TRIANGLE BLAZED OAK TREE AND A WOODS ROAD LEFT.  TURN
 HY2425'LEFT AND FOLLOW WOODS ROAD EAST FOR 0.15 MILE TO A STEEP SHALE BANK
 HY2425'AND THE END OF TRUCK TRAVEL.  PACK EAST UP STEEP GRADE FOR 0.1 MILE
 HY2425'TO THE TOP OF THE HILL AND THE STATION.
 HY2425'
 HY2425'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HUGHES.
 HY2425'THE DISTANCE IS 11.90 FEET, 3.628 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3185 ***********************************************************************
 GY3185  DESIGNATION -  HUNT
 GY3185  PID         -  GY3185
 GY3185  STATE/COUNTY-  KY/PIKE
 GY3185  USGS QUAD   -  LICK CREEK (1978)
 GY3185
 GY3185                         *CURRENT SURVEY CONTROL
 GY3185  ___________________________________________________________________
 GY3185* NAD 83(1993)-  37 27 13.40468(N)    082 15 49.22987(W)     ADJUSTED  
 GY3185* NAVD 88     -       652.     (meters)    2139.     (feet)  SCALED    
 GY3185  ___________________________________________________________________
 GY3185  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 GY3185  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY3185
 GY3185  HORZ ORDER  -  THIRD
 GY3185
 GY3185.The horizontal coordinates were established by classical geodetic methods
 GY3185.and adjusted by the National Geodetic Survey in December 1995..
 GY3185
 GY3185.The orthometric height was scaled from a topographic map.
 GY3185
 GY3185.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3185
 GY3185.The geoid height was determined by GEOID03.
 GY3185
 GY3185;                    North         East     Units Scale Factor Converg.
 GY3185;SPC KY1Z     - 1,130,105.183 1,808,377.268   MT  0.99993199   +2 08 25.7
 GY3185;SPC KY1Z     - 3,707,686.75  5,932,984.42   sFT  0.99993199   +2 08 25.7
 GY3185;SPC KY S     -   630,025.489   808,383.815   MT  0.99994757   +2 06 51.6
 GY3185;SPC KY S     - 2,067,008.63  2,652,172.57   sFT  0.99994757   +2 06 51.6
 GY3185;UTM  17      - 4,145,956.925   388,232.398   MT  0.99975387   -0 46 06.8
 GY3185
 GY3185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3185!SPC KY1Z     -   0.99990265  x   0.99993199  =   0.99983465
 GY3185!SPC KY S     -   0.99990265  x   0.99994757  =   0.99985023
 GY3185!UTM  17      -   0.99990265  x   0.99975387  =   0.99965655
 GY3185
 GY3185:                Primary Azimuth Mark                     Grid Az
 GY3185:SPC KY1Z     -  HUNT AZ MK                               006 49 36.3
 GY3185:SPC KY S     -  HUNT AZ MK                               006 51 10.4
 GY3185:UTM  17      -  HUNT AZ MK                               009 44 08.8
 GY3185
 GY3185|---------------------------------------------------------------------|
 GY3185| PID    Reference Object                     Distance      Geod. Az  |
 GY3185|                                                           dddmmss.s |
 GY3185| DC2216 HUNT AZ MK                                         0085802.0 |
 GY3185| DC2217 HUNT RM 1                             7.757 METERS 06513     |
 GY3185| DC2218 HUNT RM 2                             7.251 METERS 14711     |
 GY3185|---------------------------------------------------------------------|
 GY3185
 GY3185                          SUPERSEDED SURVEY CONTROL
 GY3185
 GY3185  NAD 83(1993)-  37 27 13.41059(N)    082 15 49.23587(W) AD(       ) 3
 GY3185  NAD 83(1993)-  37 27 13.41163(N)    082 15 49.23530(W) AD(       ) 3
 GY3185  NAD 83(1986)-  37 27 13.41310(N)    082 15 49.23770(W) AD(       ) 3
 GY3185  NAD 27      -  37 27 13.02281(N)    082 15 49.73955(W) AD(       ) 3
 GY3185
 GY3185.Superseded values are not recommended for survey control.
 GY3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3185.See file dsdata.txt to determine how the superseded data were derived.
 GY3185
 GY3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB8823245957(NAD 83)
 GY3185_MARKER: DS = TRIANGULATION STATION DISK
 GY3185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3185
 GY3185  HISTORY     - Date     Condition        Report By
 GY3185  HISTORY     - 1934     MONUMENTED       CGS
 GY3185  HISTORY     - 1944     SEE DESCRIPTION  LOCENG
 GY3185
 GY3185                          STATION DESCRIPTION
 GY3185
 GY3185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GY3185'STATION IS AT THE HEADS OF THE LONG FORK OF JOHNS CREEK, HUNTS
 GY3185'BRANCH, AND GRAPEVINE CREEK, AND IS 7-1/2 MILES SW OF PHELPS.  IT
 GY3185'IS ON HUNTS KNOB, A HIGH SHARP KNOB, 20.4 FEET E OF A 24-INCH
 GY3185'CHESTNUT OAK AND ABOUT 22 FEET W OF THE EASTERN EDGE OF KNOB.
 GY3185'
 GY3185'STATION AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 GY3185'CONCRETE.
 GY3185'
 GY3185'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 GY3185'HOLES IN OUTCROPPING BEDROCK.
 GY3185'
 GY3185'REFERENCE MARK NO. 1 IS E OF STATION, ABOUT 5 FEET LOWER THAN STATION
 GY3185'AND 5.6 FEET W OF A 14-INCH OAK.
 GY3185'
 GY3185'REFERENCE MARK NO. 2 IS SSE OF STATION, ABOUT 2 FEET LOWER, AND ON
 GY3185'SOUTHERN EDGE OF SUMMIT.
 GY3185'
 GY3185'AZIMUTH MARK IS E OF ROAD ACROSS FROM COLEMANS HOUSE IN BLUFF ABOUT
 GY3185'70 FEET HIGHER THAN ROAD, AND IS 1 MILE NE OF STATION.
 GY3185'
 GY3185'TO REACH FROM SCOTT SMITHS STORE AT COLEMAN POST OFFICE, GO W ON THE
 GY3185'ROAD FORK OF PETERS CREEK, 4.6 MILES (AFTER CROSSING MOUNTAIN
 GY3185'ROAD FOLLOW JOHNS CREEK), TURN LEFT, AND CONTINUE 2.8 MILES, TURN
 GY3185'LEFT UP THE LONG FORK OF JOHNS CREEK, CONTINUE 2.4 MILES TO THE
 GY3185'HOUSE OF JACKSON COLEMAN (OLD SUMMERS POST OFFICE), AND THE END OF
 GY3185'TRUCK TRAVEL.  STATION IS ON THE SECOND HIGHEST KNOB TO THE
 GY3185'REAR OF COLEMENS HOUSE, AND ABOUT 1 MILE DISTANT.
 GY3185'
 GY3185'A 4-FOOT STAND REQUIRED.
 GY3185
 GY3185                          STATION RECOVERY (1944)
 GY3185
 GY3185'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (AJM)
 GY3185'LETTER OF MR. A.J. MERRILL, KENTLAND COAL AND COKE CO., 811 UNITED
 GY3185'CARBON BUILDING, CHARLESTON 1, W.VA., DATED 3/6/44-
 GY3185'
 GY3185'HAVE BEEN ADVISED THAT THE UPPER POINT AT LOCATION OF STATION WAS
 GY3185'RECENTLY REMOVED.  UNDERGROUND MARK HAS BEEN COMPLETELY
 GY3185'COVERED WITH ROCK AND HAS NOT BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0913 ***********************************************************************
 HZ0913  DESIGNATION -  HUNTER
 HZ0913  PID         -  HZ0913
 HZ0913  STATE/COUNTY-  KY/CARROLL
 HZ0913  USGS QUAD   -  MADISON EAST (1994)
 HZ0913
 HZ0913                         *CURRENT SURVEY CONTROL
 HZ0913  ___________________________________________________________________
 HZ0913* NAD 83(1993)-  38 44 06.87248(N)    085 17 43.24766(W)     ADJUSTED  
 HZ0913* NAVD 88     -       144.759  (meters)     474.93   (feet)  ADJUSTED  
 HZ0913  ___________________________________________________________________
 HZ0913  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 HZ0913  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ0913  DYNAMIC HT  -         144.665 (meters)     474.62  (feet)  COMP
 HZ0913  MODELED GRAV-     979,978.6   (mgal)                       NAVD 88
 HZ0913
 HZ0913  HORZ ORDER  -  THIRD
 HZ0913  VERT ORDER  -  FIRST     CLASS II
 HZ0913
 HZ0913.The horizontal coordinates were established by classical geodetic methods
 HZ0913.and adjusted by the National Geodetic Survey in April 1998..
 HZ0913
 HZ0913.The orthometric height was determined by differential leveling
 HZ0913.and adjusted by the National Geodetic Survey in June 1991..
 HZ0913
 HZ0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0913
 HZ0913.The geoid height was determined by GEOID03.
 HZ0913
 HZ0913.The dynamic height is computed by dividing the NAVD 88
 HZ0913.geopotential number by the normal gravity value computed on the
 HZ0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0913.degrees latitude (g = 980.6199 gals.).
 HZ0913
 HZ0913.The modeled gravity was interpolated from observed gravity values.
 HZ0913
 HZ0913;                    North         East     Units Scale Factor Converg.
 HZ0913;SPC KY1Z     - 1,266,677.452 1,539,531.873   MT  1.00001725   +0 16 44.9
 HZ0913;SPC KY1Z     - 4,155,757.61  5,050,947.49   sFT  1.00001725   +0 16 44.9
 HZ0913;SPC KY N     -   137,626.046   409,113.289   MT  0.99997299   -0 39 01.0
 HZ0913;SPC KY N     -   451,528.12  1,342,232.52   sFT  0.99997299   -0 39 01.0
 HZ0913;SPC IN E     -   387,171.203   132,284.628   MT  0.99997950   +0 13 56.4
 HZ0913;SPC IN E     - 1,270,244.19    434,003.82   sFT  0.99997950   +0 13 56.4
 HZ0913;UTM  16      - 4,288,776.161   648,162.242   MT  0.99987033   +1 04 00.6
 HZ0913
 HZ0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0913!SPC KY1Z     -   0.99998260  x   1.00001725  =   0.99999985
 HZ0913!SPC KY N     -   0.99998260  x   0.99997299  =   0.99995559
 HZ0913!SPC IN E     -   0.99998260  x   0.99997950  =   0.99996210
 HZ0913!UTM  16      -   0.99998260  x   0.99987033  =   0.99985293
 HZ0913
 HZ0913|---------------------------------------------------------------------|
 HZ0913| PID    Reference Object                     Distance      Geod. Az  |
 HZ0913|                                                           dddmmss.s |
 HZ0913| HZ0914 HUNTER RM 1                          16.624 METERS 09557     |
 HZ0913| HZ0915 HUNTER AZ MK                                       1095911.1 |
 HZ0913| HZ2056 RIM                                 APPROX. 7.4 KM 2591916.2 |
 HZ0913| HZ0912 HUNTER RM 2                          25.402 METERS 31520     |
 HZ0913|---------------------------------------------------------------------|
 HZ0913
 HZ0913                          SUPERSEDED SURVEY CONTROL
 HZ0913
 HZ0913  NAD 83(1993)-  38 44 06.87280(N)    085 17 43.24837(W) AD(       ) 3
 HZ0913  NAD 83(1986)-  38 44 06.87396(N)    085 17 43.25514(W) AD(       ) 3
 HZ0913  NAD 27      -  38 44 06.65700(N)    085 17 43.42300(W) AD(       ) 3
 HZ0913  NGVD 29 (??/??/92)  144.930  (m)          475.49   (f) ADJ UNCH    1 2
 HZ0913
 HZ0913.Superseded values are not recommended for survey control.
 HZ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0913.See file dsdata.txt to determine how the superseded data were derived.
 HZ0913
 HZ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4816288776(NAD 83)
 HZ0913_MARKER: DS = TRIANGULATION STATION DISK
 HZ0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0913_STAMPING: HUNTER 1947
 HZ0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0913+STABILITY: SURFACE MOTION
 HZ0913
 HZ0913  HISTORY     - Date     Condition        Report By
 HZ0913  HISTORY     - 1947     MONUMENTED       CGS
 HZ0913  HISTORY     - 1954     GOOD             NGS
 HZ0913  HISTORY     - 1961     GOOD             AEROS
 HZ0913  HISTORY     - 1963     GOOD             CGS
 HZ0913  HISTORY     - 19970417 GOOD             KYDT
 HZ0913
 HZ0913                          STATION DESCRIPTION
 HZ0913
 HZ0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ0913'THE STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF MILTON ON THE
 HZ0913'NORTH EDGE OF THE HUNTERS BOTTOM METHODIST CHURCH YARD. IT
 HZ0913'IS 52 FEET EAST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY LEADING
 HZ0913'TO THE CEMETERY, 25 FEET EAST OF THE NORTHWEST CORNER OF A FENCE
 HZ0913'SURROUNDING THE CEMETERY, AND 4 FEET NORTH OF A CONCRETE RETAINING
 HZ0913'WALL. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 HZ0913'HUNTER 1947.
 HZ0913'
 HZ0913'REFERENCE MARK NO. 1 IS 54.54 FEET EAST OF THE STATION, 80 FEET EAST
 HZ0913'OF THE NORTHWEST FENCE CORNER, AND 1 FOOT NORTH OF THE CONCRETE
 HZ0913'RETAINING WALL. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 HZ0913'STAMPED HUNTER NO 1 1947.
 HZ0913'
 HZ0913'REFERENCE MARK NO 2 IS 83.34 FEET NORTHWEST OF THE STATION, 70 FEET
 HZ0913'NORTHWEST OF THE NORTHWEST CORNER OF THE FENCE, 10 FEET EAST OF
 HZ0913'THE APPROXIMATE CENTER LINE OF THE DRIVEWAY, AND 1 FOOT EAST OF A
 HZ0913'FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HUNTER
 HZ0913'NO 2 1947.
 HZ0913'
 HZ0913'THE AZIMUTH MARK IS 0.15 MILE EAST-SOUTHEAST OF THE STATION ON THE
 HZ0913'SOUTH EDGE OF A PASTURE. IT IS 100 FEET EAST OF THE APPROXIMATE
 HZ0913'CENTER LINE OF A LANE LEADING TO MR. JOHN KENDELS FARM, AND 1 FOOT
 HZ0913'NORTH OF A CULTIVATED FIELD. THE MARK PROJECTS 5 INCHES AND THE
 HZ0913'DISK IS STAMPED HUNTER 1947.
 HZ0913'
 HZ0913'TO REACH THE STATION FR. THE JUNCTION OF STATE HIGHWAYS 36 AND 37 IN
 HZ0913'MILTON, GO NORTH ON HIGHWAY 36 FOR 0.1 MILE TO WHERE THE HIGHWAY
 HZ0913'MAKES A SHARP RIGHT TURN, TURN RIGHT AND GO 4.1 MILES TO THE HUNTERS
 HZ0913'BOTTOM METHODIST CHURCH AND THE STATION ON THE RIGHT.
 HZ0913'
 HZ0913'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 HZ0913'36 FOR 0.15 MILE TO A LANE ON THE RIGHT LEADING TO MR. JOHN
 HZ0913'KENDELS FARM, TURN RIGHT HERE AND GO 0.1 MILE TO THE AZIMUTH MARK ON
 HZ0913'THE LEFT.
 HZ0913'
 HZ0913'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HZ0913
 HZ0913                          STATION RECOVERY (1954)
 HZ0913
 HZ0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 HZ0913'4.2 MI E FROM MILTON.
 HZ0913'4.2 MILES EAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 HZ0913'U.S. HIGHWAY 421 AT MILTON, AT THE HUNTERS BOTTOM LUTHERAN CHURCH
 HZ0913'AND CEMETERY, 228 FEET SOUTH OF CENTER LINE OF HIGHWAY, 62 FEET
 HZ0913'EAST OF A NORTH-SOUTH PROPERTY FENCE LINE, 53.4 FEET WEST OF
 HZ0913'RM NO. 1, 82.6 FEET SOUTHEAST OF RM NO. 2, 26 FEET EAST OF
 HZ0913'NORTHWEST CORNER OF CEMETERY FENCE, 2.8 FEET NORTH OF CONCRETE
 HZ0913'RETAINING WALL ALONG NORTH SIDE OF CEMETERY, ABOUT 3/4 FEET
 HZ0913'BELOW TOP OF RETAINING WALL AND SET IN THE TOP OF A CONCRETE
 HZ0913'POST ABOUT FLUSH WITH GROUND.
 HZ0913
 HZ0913                          STATION RECOVERY (1961)
 HZ0913
 HZ0913'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961 (RJ)
 HZ0913'HUNTER 1947 RECOVERED GOOD.
 HZ0913
 HZ0913                          STATION RECOVERY (1963)
 HZ0913
 HZ0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ0913'STATION HUNTER 1947 LOCATED STATION.
 HZ0913
 HZ0913                          STATION RECOVERY (1997)
 HZ0913
 HZ0913'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HZ0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1692 ***********************************************************************
 HA1692  DESIGNATION -  HUNTER
 HA1692  PID         -  HA1692
 HA1692  STATE/COUNTY-  KY/WEBSTER
 HA1692  USGS QUAD   -  SEBREE (1969)
 HA1692
 HA1692                         *CURRENT SURVEY CONTROL
 HA1692  ___________________________________________________________________
 HA1692* NAD 83(1993)-  37 35 30.45997(N)    087 34 31.19610(W)     ADJUSTED  
 HA1692* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 HA1692  ___________________________________________________________________
 HA1692  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 HA1692  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 HA1692
 HA1692  HORZ ORDER  -  FIRST
 HA1692
 HA1692.The horizontal coordinates were established by classical geodetic methods
 HA1692.and adjusted by the National Geodetic Survey in December 1995..
 HA1692
 HA1692.The orthometric height was scaled from a topographic map.
 HA1692
 HA1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1692
 HA1692.The geoid height was determined by GEOID03.
 HA1692
 HA1692;                    North         East     Units Scale Factor Converg.
 HA1692;SPC KY1Z     - 1,141,243.684 1,338,815.602   MT  0.99991721   -1 07 14.5
 HA1692;SPC KY1Z     - 3,744,230.32  4,392,430.85   sFT  0.99991721   -1 07 14.5
 HA1692;SPC KY S     -   641,215.464   338,809.184   MT  0.99995548   -1 06 25.2
 HA1692;SPC KY S     - 2,103,721.07  1,111,576.46   sFT  0.99995548   -1 06 25.2
 HA1692;UTM  16      - 4,160,680.906   449,208.437   MT  0.99963178   -0 21 03.5
 HA1692
 HA1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1692!SPC KY1Z     -   0.99997401  x   0.99991721  =   0.99989123
 HA1692!SPC KY S     -   0.99997401  x   0.99995548  =   0.99992949
 HA1692!UTM  16      -   0.99997401  x   0.99963178  =   0.99960580
 HA1692
 HA1692|---------------------------------------------------------------------|
 HA1692| PID    Reference Object                     Distance      Geod. Az  |
 HA1692|                                                           dddmmss.s |
 HA1692| CG8059 HUNTER RM 1                          14.642 METERS 24805     |
 HA1692| CG8060 HUNTER RM 2                          20.023 METERS 34205     |
 HA1692| CG8058 HUNTER AZ MK                                       3591825.2 |
 HA1692|---------------------------------------------------------------------|
 HA1692
 HA1692                          SUPERSEDED SURVEY CONTROL
 HA1692
 HA1692  NAD 83(1986)-  37 35 30.46831(N)    087 34 31.19955(W) AD(       ) 1
 HA1692  NAD 27      -  37 35 30.31510(N)    087 34 31.17480(W) AD(       ) 1
 HA1692
 HA1692.Superseded values are not recommended for survey control.
 HA1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1692.See file dsdata.txt to determine how the superseded data were derived.
 HA1692
 HA1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4920860681(NAD 83)
 HA1692_MARKER: DS = TRIANGULATION STATION DISK
 HA1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1692_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1692
 HA1692  HISTORY     - Date     Condition        Report By
 HA1692  HISTORY     - 1934     MONUMENTED       CGS
 HA1692  HISTORY     - 1962     GOOD             CGS
 HA1692
 HA1692                          STATION DESCRIPTION
 HA1692
 HA1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1692'ON HIGHEST PART OF THE HILL, LOCALLY KNOWN AS HUNTERS HILL, ABOUT 1/4
 HA1692'MILE SOUTHWEST OF THE SITE OF THE OLD HUNTER SCHOOL, ON THE
 HA1692'PROPERTY OF MR. J.R. RAMSEY OF SEBREE, ABOUT 2-1/2 MILES
 HA1692'WEST-SOUTHWEST OF SEBREE, 3-1/2 MILES SOUTH OF THE
 HA1692'WEBSTER-HENDERSON COUNTY LINE.
 HA1692'
 HA1692'TO REACH FROM THE SEBREE HOTEL GO WEST ONE BLOCK ON THE MAIN STREET
 HA1692'AND TURN LEFT AT THE SEBREE ROLLER MILL, GO 0.25 MILE TO CROSS
 HA1692'STREETS AND TURN RIGHT, CONTINUE 0.7 MILE TO ROAD FORKS, TAKE RIGHT
 HA1692'FORK AND FOLLOW 0.7 MILE TO T-ROAD LEFT AT AN OLD HOUSE, TURN
 HA1692'LEFT AND FOLLOW 0.3 MILE TO HOUSE, TURN RIGHT WITH ROAD THEN ABRUPTLY
 HA1692'LEFT AT END OF GARDEN, FOLLOW THIS FARM ROAD ABOUT 3/4 MILE TO THE
 HA1692'BARNYARD OF MR. T.C. MASON, WHICH IS THE END OF TRUCK TRAVEL.  FOLLOW
 HA1692'WOODS-ROAD ABOUT ONE MILE TO HIGHEST POINT OF RIDGE AND
 HA1692'STATION SITE.  THE STATION IS LOCATED IN THE CENTER OF RIDGE, 18.5
 HA1692'FEET WEST-NORTHWEST OF WIRE FENCE RUNNING ROUGHLY NORTH AND SOUTH.
 HA1692'
 HA1692'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HA1692'DISKS SET IN CONCRETE.
 HA1692'
 HA1692'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION AND ABOUT 2 FEET LOWER.
 HA1692'
 HA1692'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION ON SLOPE OF HILL.
 HA1692'
 HA1692'AZIMUTH MARK IS ABOUT 2.0 MILES NORTH-NORTHWEST OF STATION IN THE
 HA1692'YARD OF THE PETERSBURG METHODIST EPISCOPAL CHURCH, 1 FOOT SOUTHEAST
 HA1692'OF THE SOUTHWEST CORNER OF CHURCH, 15 FEET NORTH OF THE CENTER LINE
 HA1692'OF CONCRETE WALK, AND 60 FEET NORTH OF THE CENTER LINE OF STATE
 HA1692'HIGHWAY 56.
 HA1692'
 HA1692'A 50-FOOT TOWER WILL CLEAR ALL LINES.
 HA1692'
 HA1692'HEIGHT OF LIGHT ABOVE STATION MARK-18 METERS.
 HA1692
 HA1692                          STATION RECOVERY (1962)
 HA1692
 HA1692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1692'THE STATION REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 HA1692'IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 HA1692'.04 OF A FOOT SHORTER AND THE DIRECTION 1 MINUTE AND 29 SECONDS LOWER
 HA1692'THAN THE PREVIOUS MEASUREMENT.  THE DIRECTION TO REFERENCE MARK 2
 HA1692'CHECKED BUT THE DISTANCE WAS FOUND TO BE .09 OF A FOOT SHORTER.
 HA1692'
 HA1692'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 HA1692'
 HA1692'THE STATION IS ON THE HIGHEST PART OF HUNTER HILL, IN A BRUSH COVERED
 HA1692'STRIP BETWEEN TWO CLEARED AREAS, ABOUT 5 MILES SOUTHEAST OF
 HA1692'POOLE, ABOUT 3 MILES SOUTHWEST OF SEBREE AND ON THE PROPERTY OF MR.
 HA1692'ROGER POWELL.  IT IS 4 FEET SOUTHWEST OF A WITNESS POST AND 33 FEET
 HA1692'NORTHWEST OF THE EDGE OF A FIELD.  THE MONUMENT PROJECTS 7 INCHES AND
 HA1692'THE DISK IS STAMPED HUNTER 1934.
 HA1692'
 HA1692'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 ALTERNATE
 HA1692'AND STATE HIGHWAY 56 IN POOLE, GO EAST-SOUTHEAST ON STATE HIGHWAY 56
 HA1692'FOR 4.0 MILES TO A CROSSROAD (STATE HIGHWAY 283)*.  TURN RIGHT AND GO
 HA1692'SOUTH-SOUTHWEST ON HIGHWAY 283 FOR 1.4 MILES TO A CROSSROAD.  TURN
 HA1692'LEFT AND GO SOUTHEASTERLY ON A GRAVELED ROAD FOR 1.0 MILE TO A DIM
 HA1692'CROSSROAD, CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.15 MILE
 HA1692'TO A DIRT SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON THE DIRT ROAD
 HA1692'FOR 1.15 MILES TO A FARM HOUSE ON THE RIGHT AND A TRACK ROAD LEFT.
 HA1692'TURN LEFT AND GO NORTHEASTERLY ON THE TRACK ROAD ACROSS A CLEARED
 HA1692'AREA FOR 0.35 MILE TO THE EDGE OF A WOODS.  CONTINUE NORTHERLY UP
 HA1692'HILL AND THROUGH A WOODS ON THE TRACK ROAD FOR 0.15 MILE TO A CLEARED
 HA1692'AREA.  CONTINUE EASTERLY ACROSS THE CLEARED AREA FOR 0.1 MILE TO THE
 HA1692'HIGHEST POINT OF THE HILL AND THE STATION IN A BRUSH COVERED AREA
 HA1692'BETWEEN TWO CLEARED AREAS.
 HA1692'
 HA1692'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EAST ON HIGHWAY
 HA1692'56 FOR 0.5 MILE TO A CHURCH ON THE LEFT AND THE AZIMUTH MARK AT
 HA1692'THE SOUTHWEST CORNER OF THE CHURCH.
 HA1692'
 HA1692'REFERENCE MARK 1 IS 53 FEET WEST OF THE WITNESS POST.  THE MONUMENT
 HA1692'PROJECTS 12 INCHES AND THE DISK IS STAMPED HUNTER NO 1 1934.
 HA1692'
 HA1692'REFERENCE MARK 2 IS 41 FEET WEST OF AN 8 INCH TWIN TRUNK OAK TREE AND
 HA1692'64 FEET NORTH OF THE WITNESS POST.  THE MONUMENT PROJECTS 12 INCHES
 HA1692'AND THE DISK IS STAMPED HUNTER NO 2 1934.
 HA1692'
 HA1692'THE AZIMUTH MARK IS 3 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 HA1692'CHURCH, 13 FEET NORTH OF THE CENTER OF A SIDEWALK AND 56 FEET
 HA1692'NORTH OF THE CENTERLINE OF HIGHWAY 56.  THE MONUMENT PROJECTS 5
 HA1692'INCHES AND THE DISK IS STAMPED HUNTER AZI 1934.
 HA1692'
 HA1692'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0915 ***********************************************************************
 HZ0915  DESIGNATION -  HUNTER AZ MK
 HZ0915  PID         -  HZ0915
 HZ0915  STATE/COUNTY-  KY/CARROLL
 HZ0915  USGS QUAD   -  MADISON EAST (1994)
 HZ0915
 HZ0915                         *CURRENT SURVEY CONTROL
 HZ0915  ___________________________________________________________________
 HZ0915* NAD 83(1986)-  38 44 05.     (N)    085 17 28.     (W)     SCALED    
 HZ0915* NAVD 88     -       149.564  (meters)     490.69   (feet)  ADJUSTED  
 HZ0915  ___________________________________________________________________
 HZ0915  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ0915  DYNAMIC HT  -         149.467 (meters)     490.38  (feet)  COMP
 HZ0915  MODELED GRAV-     979,979.0   (mgal)                       NAVD 88
 HZ0915
 HZ0915  VERT ORDER  -  FIRST     CLASS II
 HZ0915
 HZ0915.The horizontal coordinates were scaled from a topographic map and have
 HZ0915.an estimated accuracy of +/- 6 seconds.
 HZ0915
 HZ0915.The orthometric height was determined by differential leveling
 HZ0915.and adjusted by the National Geodetic Survey in June 1991..
 HZ0915
 HZ0915.The geoid height was determined by GEOID03.
 HZ0915
 HZ0915.The dynamic height is computed by dividing the NAVD 88
 HZ0915.geopotential number by the normal gravity value computed on the
 HZ0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0915.degrees latitude (g = 980.6199 gals.).
 HZ0915
 HZ0915.The modeled gravity was interpolated from observed gravity values.
 HZ0915
 HZ0915;                    North         East    Units  Estimated Accuracy
 HZ0915;SPC KY1Z     - 1,266,620.    1,539,900.      MT  (+/- 180 meters Scaled)
 HZ0915
 HZ0915                          SUPERSEDED SURVEY CONTROL
 HZ0915
 HZ0915  NGVD 29 (??/??/92)  149.735  (m)          491.26   (f) ADJ UNCH    1 2
 HZ0915
 HZ0915.Superseded values are not recommended for survey control.
 HZ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0915.See file dsdata.txt to determine how the superseded data were derived.
 HZ0915
 HZ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH485887(NAD 83)
 HZ0915_MARKER: DZ = AZIMUTH MARK DISK
 HZ0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0915_STAMPING: HUNTER 1947
 HZ0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0915+STABILITY: SURFACE MOTION
 HZ0915
 HZ0915  HISTORY     - Date     Condition        Report By
 HZ0915  HISTORY     - 1947     MONUMENTED       CGS
 HZ0915  HISTORY     - 1954     GOOD             NGS
 HZ0915  HISTORY     - 1963     GOOD             AEROS
 HZ0915
 HZ0915                          STATION DESCRIPTION
 HZ0915
 HZ0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ0915'THE AZIMUTH MARK IS 0.15 MILE EAST-SOUTHEAST OF STATION HUNTER ON THE
 HZ0915'SOUTH EDGE OF A PASTURE. IT IS 100 FEET EAST OF THE APPROXIMATE
 HZ0915'CENTER LINE OF A LANE LEADING TO MR. JOHN KENDELS FARM, AND 1 FOOT
 HZ0915'NORTH OF A CULTIVATED FIELD. THE MARK PROJECTS 5 INCHES AND THE
 HZ0915'DISK IS STAMPED HUNTER 1947.
 HZ0915'
 HZ0915'TO REACH THE STATION FR. THE JUNCTION OF STATE HIGHWAYS 36 AND 37 IN
 HZ0915'MILTON, GO NORTH ON HIGHWAY 36 FOR 0.1 MILE TO WHERE THE HIGHWAY
 HZ0915'MAKES A SHARP RIGHT TURN, TURN RIGHT AND GO 4.1 MILES TO THE HUNTERS
 HZ0915'BOTTOM METHODIST CHURCH AND STATION HUNTER ON THE RIGHT.
 HZ0915'
 HZ0915'TO REACH THE AZIMUTH MARK FROM STATION HUNTER, GO E ON STATE HIGHWAY
 HZ0915'36 FOR 0.15 MILE TO A LANE ON THE RIGHT LEADING TO MR. JOHN
 HZ0915'KENDELS FARM, TURN RIGHT HERE AND GO 0.1 MILE TO THE AZIMUTH MARK ON
 HZ0915'THE LEFT.
 HZ0915
 HZ0915                          STATION RECOVERY (1954)
 HZ0915
 HZ0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 HZ0915'4.5 MI E FROM MILTON.
 HZ0915'4.4 MILES EAST ALONG STATE HIGHWAY 36 TO A POINT ABOUT 0.2 MILE
 HZ0915'EAST OF HUNTERS BOTTOM LUTHERAN CHURCH AND CEMETERY FROM THE
 HZ0915'JUNCTION OF U.S. HIGHWAY 421 AT MILTON, THENCE ABOUT 0.1 MILE
 HZ0915'SOUTH ALONG A NARROW GRADED ROAD, ON THE PEAK OF A KNOLL, ABOUT
 HZ0915'0.1 MILE SOUTH OF A TWO-STORY FARM HOUSE, AT NORTH EDGE OF A
 HZ0915'CULTIVATED FIELD, 103 FEET EAST OF CENTER LINE OF ROAD SOUTH,
 HZ0915'3 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 8 FEET
 HZ0915'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HZ0915'PROJECTING 8 INCHES.
 HZ0915
 HZ0915                          STATION RECOVERY (1963)
 HZ0915
 HZ0915'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ0915'AZI. MK. RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0914 ***********************************************************************
 HZ0914  DESIGNATION -  HUNTER RM 1
 HZ0914  PID         -  HZ0914
 HZ0914  STATE/COUNTY-  KY/CARROLL
 HZ0914  USGS QUAD   -  MADISON EAST (1994)
 HZ0914
 HZ0914                         *CURRENT SURVEY CONTROL
 HZ0914  ___________________________________________________________________
 HZ0914* NAD 83(1986)-  38 44 06.     (N)    085 17 43.     (W)     SCALED    
 HZ0914* NAVD 88     -       144.049  (meters)     472.60   (feet)  ADJUSTED  
 HZ0914  ___________________________________________________________________
 HZ0914  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ0914  DYNAMIC HT  -         143.955 (meters)     472.29  (feet)  COMP
 HZ0914  MODELED GRAV-     979,978.6   (mgal)                       NAVD 88
 HZ0914
 HZ0914  VERT ORDER  -  FIRST     CLASS II
 HZ0914
 HZ0914.The horizontal coordinates were scaled from a topographic map and have
 HZ0914.an estimated accuracy of +/- 6 seconds.
 HZ0914
 HZ0914.The orthometric height was determined by differential leveling
 HZ0914.and adjusted by the National Geodetic Survey in June 1991..
 HZ0914
 HZ0914.The geoid height was determined by GEOID03.
 HZ0914
 HZ0914.The dynamic height is computed by dividing the NAVD 88
 HZ0914.geopotential number by the normal gravity value computed on the
 HZ0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0914.degrees latitude (g = 980.6199 gals.).
 HZ0914
 HZ0914.The modeled gravity was interpolated from observed gravity values.
 HZ0914
 HZ0914;                    North         East    Units  Estimated Accuracy
 HZ0914;SPC KY1Z     - 1,266,650.    1,539,540.      MT  (+/- 180 meters Scaled)
 HZ0914
 HZ0914                          SUPERSEDED SURVEY CONTROL
 HZ0914
 HZ0914  NGVD 29 (??/??/92)  144.220  (m)          473.16   (f) ADJ UNCH    1 2
 HZ0914
 HZ0914.Superseded values are not recommended for survey control.
 HZ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0914.See file dsdata.txt to determine how the superseded data were derived.
 HZ0914
 HZ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH481887(NAD 83)
 HZ0914_MARKER: DR = REFERENCE MARK DISK
 HZ0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0914_STAMPING: HUNTER NO 1 1947
 HZ0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0914+STABILITY: SURFACE MOTION
 HZ0914
 HZ0914  HISTORY     - Date     Condition        Report By
 HZ0914  HISTORY     - 1947     MONUMENTED       CGS
 HZ0914  HISTORY     - 1954     GOOD             NGS
 HZ0914  HISTORY     - 19970417 GOOD             KYDT
 HZ0914
 HZ0914                          STATION DESCRIPTION
 HZ0914
 HZ0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ0914'4.2 MI E FROM MILTON.
 HZ0914'4.2 MILES EAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 HZ0914'U.S. HIGHWAY 421 AT MILTON, AT HUNTERS BOTTOM LUTHERAN CHURCH
 HZ0914'AND CEMETERY, 128.1 FEET EAST-SOUTHEAST OF RM NO. 2, 80
 HZ0914'FEET EAST OF NORTHWEST CORNER OF CEMETERY FENCE, 53.8 FEET
 HZ0914'EAST OF THE STATION MARK, 1 FOOT NORTH OF CONCRETE RETAINING
 HZ0914'WALL ALONG NORTH SIDE OF CEMETERY, ABOUT 2 1/2 FEET BELOW TOP
 HZ0914'OF RETAINING WALL AND SET IN THE TOP OF A CONCRETE POST ABOUT
 HZ0914'FLUSH WITH GROUND.
 HZ0914
 HZ0914                          STATION RECOVERY (1997)
 HZ0914
 HZ0914'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HZ0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0912 ***********************************************************************
 HZ0912  DESIGNATION -  HUNTER RM 2
 HZ0912  PID         -  HZ0912
 HZ0912  STATE/COUNTY-  KY/CARROLL
 HZ0912  USGS QUAD   -  MADISON EAST (1994)
 HZ0912
 HZ0912                         *CURRENT SURVEY CONTROL
 HZ0912  ___________________________________________________________________
 HZ0912* NAD 83(1986)-  38 44 06.     (N)    085 17 43.     (W)     SCALED    
 HZ0912* NAVD 88     -       142.827  (meters)     468.59   (feet)  ADJUSTED  
 HZ0912  ___________________________________________________________________
 HZ0912  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ0912  DYNAMIC HT  -         142.735 (meters)     468.29  (feet)  COMP
 HZ0912  MODELED GRAV-     979,978.6   (mgal)                       NAVD 88
 HZ0912
 HZ0912  VERT ORDER  -  FIRST     CLASS II
 HZ0912
 HZ0912.The horizontal coordinates were scaled from a topographic map and have
 HZ0912.an estimated accuracy of +/- 6 seconds.
 HZ0912
 HZ0912.The orthometric height was determined by differential leveling
 HZ0912.and adjusted by the National Geodetic Survey in June 1991..
 HZ0912
 HZ0912.The geoid height was determined by GEOID03.
 HZ0912
 HZ0912.The dynamic height is computed by dividing the NAVD 88
 HZ0912.geopotential number by the normal gravity value computed on the
 HZ0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0912.degrees latitude (g = 980.6199 gals.).
 HZ0912
 HZ0912.The modeled gravity was interpolated from observed gravity values.
 HZ0912
 HZ0912;                    North         East    Units  Estimated Accuracy
 HZ0912;SPC KY1Z     - 1,266,650.    1,539,540.      MT  (+/- 180 meters Scaled)
 HZ0912
 HZ0912                          SUPERSEDED SURVEY CONTROL
 HZ0912
 HZ0912  NGVD 29 (??/??/92)  142.998  (m)          469.15   (f) ADJ UNCH    1 2
 HZ0912
 HZ0912.Superseded values are not recommended for survey control.
 HZ0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0912.See file dsdata.txt to determine how the superseded data were derived.
 HZ0912
 HZ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH481887(NAD 83)
 HZ0912_MARKER: DR = REFERENCE MARK DISK
 HZ0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0912_STAMPING: HUNTER NO 2 1947
 HZ0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0912+STABILITY: SURFACE MOTION
 HZ0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0912+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1997
 HZ0912
 HZ0912  HISTORY     - Date     Condition        Report By
 HZ0912  HISTORY     - 1947     MONUMENTED       CGS
 HZ0912  HISTORY     - 1954     GOOD             NGS
 HZ0912  HISTORY     - 19970417 GOOD             KYDT
 HZ0912
 HZ0912                          STATION DESCRIPTION
 HZ0912
 HZ0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ0912'4.2 MI E FROM MILTON.
 HZ0912'4.2 MILES EAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 HZ0912'U.S. HIGHWAY 421 AT MILTON, AT HUNTERS BOTTOM LUTHERAN CHURCH
 HZ0912'AND CEMETERY, 128.1 FEET WEST-NORTHWEST OF RM NO. 1, 82.6 FEET
 HZ0912'NORTHWEST OF STATION MARK, 69 FEET NORTH-NORTHWEST OF NORTHWEST
 HZ0912'CORNER OF CEMENTERY FENCE, 11 FEET WEST OF CENTER LINE OF A
 HZ0912'DRIVEWAY TO CEMETERY, 1 FOOT EAST OF A PROPERTY LINE FENCE,
 HZ0912'ABOUT 1 1/2 FEET ABOVE LEVEL OF DRIVE TO CEMETERY AND SET IN
 HZ0912'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HZ0912
 HZ0912                          STATION RECOVERY (1997)
 HZ0912
 HZ0912'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HZ0912'MARK IS 12 WEST OF CENTER OF CONCRETE DRIVE TO CEMETARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3319 ***********************************************************************
 GY3319  DESIGNATION -  HUNTERS KNOB RESET
 GY3319  PID         -  GY3319
 GY3319  STATE/COUNTY-  KY/OWSLEY
 GY3319  USGS QUAD   -  STURGEON (1976)
 GY3319
 GY3319                         *CURRENT SURVEY CONTROL
 GY3319  ___________________________________________________________________
 GY3319* NAD 83(1993)-  37 23 15.71284(N)    083 46 27.70601(W)     ADJUSTED  
 GY3319* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 GY3319  ___________________________________________________________________
 GY3319  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 GY3319  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GY3319
 GY3319  HORZ ORDER  -  FIRST
 GY3319
 GY3319.The horizontal coordinates were established by classical geodetic methods
 GY3319.and adjusted by the National Geodetic Survey in December 1995..
 GY3319
 GY3319.The orthometric height was scaled from a topographic map.
 GY3319
 GY3319.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3319
 GY3319.The geoid height was determined by GEOID03.
 GY3319
 GY3319;                    North         East     Units Scale Factor Converg.
 GY3319;SPC KY1Z     - 1,118,868.663 1,674,934.519   MT  0.99994109   +1 12 46.7
 GY3319;SPC KY1Z     - 3,670,821.61  5,495,181.00   sFT  0.99994109   +1 12 46.7
 GY3319;SPC KY S     -   618,836.542   674,935.667   MT  0.99994584   +1 11 53.3
 GY3319;SPC KY S     - 2,030,299.55  2,214,351.43   sFT  0.99994584   +1 11 53.3
 GY3319;UTM  17      - 4,141,494.821   254,381.644   MT  1.00034319   -1 41 07.6
 GY3319
 GY3319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3319!SPC KY1Z     -   0.99993747  x   0.99994109  =   0.99987856
 GY3319!SPC KY S     -   0.99993747  x   0.99994584  =   0.99988331
 GY3319!UTM  17      -   0.99993747  x   1.00034319  =   1.00028064
 GY3319
 GY3319:                Primary Azimuth Mark                     Grid Az
 GY3319:SPC KY1Z     -  TERRY                                    068 02 38.2
 GY3319:SPC KY S     -  TERRY                                    068 03 31.6
 GY3319:UTM  17      -  TERRY                                    070 56 32.5
 GY3319
 GY3319|---------------------------------------------------------------------|
 GY3319| PID    Reference Object                     Distance      Geod. Az  |
 GY3319|                                                           dddmmss.s |
 GY3319| GY3298 TERRY                               APPROX.21.2 KM 0691524.9 |
 GY3319| DC2223 HUNTERS KNOB RM 2 RESET               4.770 METERS 14537     |
 GY3319| DC2222 HUNTERS KNOB RM 2                     4.730 METERS 15334     |
 GY3319| DC2219 HUNTERS KNOB AZ MK                                 2684016.9 |
 GY3319| DC2221 HUNTERS KNOB RM 1 RESET              45.796 METERS 31846     |
 GY3319| DC2220 HUNTERS KNOB RM 1                    48.830 METERS 32005     |
 GY3319|---------------------------------------------------------------------|
 GY3319
 GY3319                          SUPERSEDED SURVEY CONTROL
 GY3319
 GY3319  NAD 83(1986)-  37 23 15.71947(N)    083 46 27.71143(W) AD(       ) 1
 GY3319  NAD 27      -  37 23 15.39800(N)    083 46 28.00000(W) AD(       ) 1
 GY3319
 GY3319.Superseded values are not recommended for survey control.
 GY3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3319.See file dsdata.txt to determine how the superseded data were derived.
 GY3319
 GY3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB5438241495(NAD 83)
 GY3319_MARKER: DS = TRIANGULATION STATION DISK
 GY3319_SETTING: 66 = SET IN ROCK OUTCROP
 GY3319_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GY3319
 GY3319  HISTORY     - Date     Condition        Report By
 GY3319  HISTORY     - 1928     MONUMENTED       CGS
 GY3319  HISTORY     - 1934     GOOD             CGS
 GY3319  HISTORY     - 1938     POOR             KYHD
 GY3319  HISTORY     - 1950     SEE DESCRIPTION  CGS
 GY3319
 GY3319                          STATION DESCRIPTION
 GY3319
 GY3319'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (HWH)
 GY3319'STATION IS ABOUT 8 MILES SW OF THE TOWN OF BOONEVILLE, ON THE HIGHEST
 GY3319'PART OF THE MOUNTAIN KNOWN AS HUNTERS KNOB.  THERE ARE TWO MOUNTAINS
 GY3319'OF ABOUT THE SAME HEIGHT HERE, THE SOUTHERN ONE IS KNOWN AS ISLAND
 GY3319'CREEK KNOB, AND THE NORTHERN ONE AS HUNTERS KNOB.  IT IS AT THE HEAD
 GY3319'OF ISLAND CREEK AND LITTLE STURGEON CREEK.
 GY3319'
 GY3319'SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 GY3319'LARGE ROCK ABOUT 2 BY 3 FEET ON TOP, PROJECTING ABOUT 6 INCHES ABOVE
 GY3319'THE SURFACE.
 GY3319'
 GY3319'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE.
 GY3319'
 GY3319'REFERENCE MARK NO. 1 IS A STADARD BRONZE DISK WEDGED IN A DRILL HOLE
 GY3319'IN A ROCK ABOUT 9 BY 9 INCHES ON TOP, SET FLUSH WITH THE SURFACE
 GY3319'OF THE FENCE CORNERS NW OF THE STATION.
 GY3319'
 GY3319'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 GY3319'IN OUTCROPPING BEDROCK SE OF THE STATION.  THE MOUNTAIN TOP IS
 GY3319'COVERED WITH TALL TREES AND A TALL TOWER WAS BUILT TO SEE OVER THE
 GY3319'TREE TOPS.
 GY3319'
 GY3319'HEIGHT OF SIGNAL ABOVE STATION MARK-18.0 METERS.
 GY3319
 GY3319                          STATION RECOVERY (1934)
 GY3319
 GY3319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GY3319'STATION IS LOCATED ON THE HIGHEST POINT OF HUNTERS KNOB, THE MOST
 GY3319'NORTHERLY OF TWO PEAKS OF ABOUT THE SAME ELEVATION, AT THE HEADS OF
 GY3319'LITTLE STURGEON CREEK AND ISLAND CREEK, ABOUT 8-1/4 MILES SW OF
 GY3319'BOONEVILLE, AND 1-1/4 MILES N OF ISLAND CITY POST OFFICE.  IT IS
 GY3319'IN THE CENTER OF A RIDGE, 177 FEET SE OF FENCE CORNER, AND 25 FEET E
 GY3319'OF A 12-INCH BLACK OAK.
 GY3319'
 GY3319'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, THOUGH THE SMALL
 GY3319'BOULDER WAS CRACKED.
 GY3319'
 GY3319'REFERENCE MARK NO. 1 IS NW OF STATION ALONG FENCE LINE, 27 FEET SSE
 GY3319'OF FENCE CORNER.
 GY3319'
 GY3319'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.  IT IS SE OF
 GY3319'STATION, IN A SMALL SLOPING BOULDER, ABOUT THE SAME ELEVATION AS
 GY3319'STATION.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED.  TWO ADDITIONAL
 GY3319'REFERENCE MARKS WERE ESTABLISHED, STANDARD BRONZE DISKS SET IN
 GY3319'CONCRETE IN DEPRESSIONS IN BOULDERS.
 GY3319'
 GY3319'THE AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE W OF STATION, AT WESTERN
 GY3319'EDGE OF CULTIVATED FIELD, AT A POINT WHERE FIELD SLOPES TO A
 GY3319'SMALL HOLLOW AND 35 FEET N OF TRAIL LEADING ALONG S SIDE OF FIELD.
 GY3319'
 GY3319'A 50-FOOT TOWER REQUIRED.
 GY3319
 GY3319                          STATION RECOVERY (1938)
 GY3319
 GY3319'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1938
 GY3319'STATION MARK RECOVERED IN GOOD CONDITION, EXCEPT EDGE OF THE DISK IS
 GY3319'BATTERED AND CHIPPED.
 GY3319'
 GY3319'REFERENCE MARK NO. 1 WAS DESTROYED AND REFERENCE MARK NO. 2 WAS
 GY3319'RECOVERED IN FAIR CONDITION.  DISK HAD BEEN BATTERED AND CHIPPED.
 GY3319'THE BEARING, AS GIVEN IN NOTES FROM STATION MARK TO REFERENCE MARK
 GY3319'NO. 2, IS WRONG AND CONSEQUENTLY ONE OF THE MARKS HAS BEEN MOVED.
 GY3319'
 GY3319'UNABLE TO FIND AZIMUTH MARK AS DESCRIBED IN NOTES.
 GY3319'
 GY3319'TO REACH STATION FROM BOONEVILLE, FOLLOW ROAD S TO ISLAND CITY POST
 GY3319'OFFICE AND TURN RIGHT ON DIRT ROAD.  FOLLOW DIRT ROAD TO
 GY3319'CUMBERLAND PIPE LINE RIGHT-OF-WAY.  TURN RIGHT AND FOLLOW PIPE LINE
 GY3319'TO TOP OF SECOND RIDGE AND TURN RIGHT ALONG TRAIL TO TOP OF MOUNTAIN
 GY3319'AND STATION.
 GY3319
 GY3319                          STATION RECOVERY (1950)
 GY3319
 GY3319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3319'STATION WAS RECOVERED AS DESCRIBED IN 1934 AND REFERENCE MARK NO. 2
 GY3319'WAS FOUND IN GOOD CONDITION.  THE STATION SURFACE MARK HAD BEEN
 GY3319'DESTROYED AND THE UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.
 GY3319'REFERENCE MARK NO. 1 HAD BEEN DESTROYED, BUT THE OLD DRILL HOLE WAS
 GY3319'RECOVERED AND REPLACED WITH A NEW DISK.  THE AZIMUTH MARK WAS NOT
 GY3319'FOUND.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 GY3319'
 GY3319'STATION IS LOCATED ABOUT 17 MILES NORTH OF MANCHESTER AND 1.5 MILES
 GY3319'NORTH OF A SMALL SETTLEMENT CALLED ISLAND CITY AND ON THE HIGHEST
 GY3319'POINT OF HUNTERS KNOB.  IT IS 8 FT. SOUTHWEST OF A WHITE WITNESS
 GY3319'POST, 7 FEET SOUTH OF A FENCELINE AND 6 FEET SOUTH OF A 6 INCH
 GY3319'HICKORY TREE WITH A TRIANGLE BLAZED ON THE SOUTH SIDE.  THE MARK IS
 GY3319'THE OLD UNDERGROUND MARK WHICH IS ABOUT 8 INCHES BELOW THE
 GY3319'SURFACE OF THE GROUND AND THE DISK IS STAMPED HUNTER KNOB 1928.
 GY3319'
 GY3319'REFERENCE MARK NO. 1 IS ON THE HIGHEST POINT OF THE HILL AND 4 FEET
 GY3319'SOUTH OF THE FENCELINE.  THE BOULDER PROJECTS ABOUT 4 INCHES AND THE
 GY3319'DISK IS STAMPED HUNTERS KNOB NO 1 1934 1950.
 GY3319'
 GY3319'REFERENCE MARK NO. 2 IS ON THE EAST EDGE OF THE BANK OF THE HILL AND
 GY3319'13 FEET SOUTH OF THE FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES
 GY3319'AND THE DISK IS STAMPED HUNTERS KNOB NO 2 1934.
 GY3319'
 GY3319'NO AZIMUTH MARK WAS SET.
 GY3319'
 GY3319'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE
 GY3319'HIGHWAY 472 IN BURNING SPRINGS, WHICH IS ABOUT 9 MILES NORTHWEST
 GY3319'OF MANCHESTER, GO NORTH ON HIGHWAY 421 FOR 2.0 MILES TO A T-ROAD
 GY3319'RIGHT, JUST AFTER CROSSING A CONCRETE BRIDGE, TURN RIGHT AND GO 4.1
 GY3319'MILES TO A FORK, TAKE RIGHT FORK AND GO 4.6 MILES TO WHERE CREEK
 GY3319'CROSSES ROAD AND A REVERSE FORK LEFT IN THE SETTLEMENT OF
 GY3319'ISLAND CITY, TURN SHARP LEFT AND GO 1.65 MILES TO A VALLEY BETWEEN
 GY3319'TWO HILLS ON THE RIGHT, TURN RIGHT, CROSS SMALL FIELD TO A WOODS
 GY3319'ROAD UP THE VALLEY FOR ABOUT 0.2 MILE TO THE WOODS AND END OF TRUCK
 GY3319'TRAVEL.  FROM HERE CONTINUE UP VALLEY ABOUT 0.3 MILE, THEN TURN RIGHT
 GY3319'UP HILL TO THE RIDGE, TURN LEFT ALONG RIDGE AND GO TO A FENCELINE
 GY3319'ON THE HIGHEST POINT OF THE HILL AND REFERENCE MARK NO. 1 AS
 GY3319'DESCRIBED, TURN RIGHT AND FOLLOW FENCE TO THE STATION AS DESCRIBED.
 GY3319'
 GY3319'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2310 ***********************************************************************
 HY2310  DESIGNATION -  HUNTS KNOB
 HY2310  PID         -  HY2310
 HY2310  STATE/COUNTY-  KY/CARTER
 HY2310  USGS QUAD   -  GRAYSON (1978)
 HY2310
 HY2310                         *CURRENT SURVEY CONTROL
 HY2310  ___________________________________________________________________
 HY2310* NAD 83(1993)-  38 17 32.21464(N)    082 53 00.81950(W)     ADJUSTED  
 HY2310* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 HY2310  ___________________________________________________________________
 HY2310  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 HY2310  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HY2310
 HY2310  HORZ ORDER  -  SECOND
 HY2310
 HY2310.The horizontal coordinates were established by classical geodetic methods
 HY2310.and adjusted by the National Geodetic Survey in December 1995..
 HY2310
 HY2310.The orthometric height was scaled from a topographic map.
 HY2310
 HY2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2310
 HY2310.The geoid height was determined by GEOID03.
 HY2310
 HY2310;                    North         East     Units Scale Factor Converg.
 HY2310;SPC KY1Z     - 1,221,261.922 1,750,707.190   MT  0.99993122   +1 45 35.6
 HY2310;SPC KY1Z     - 4,006,756.82  5,743,778.51   sFT  0.99993122   +1 45 35.6
 HY2310;SPC KY N     -    88,827.313   619,531.431   MT  0.99996672   +0 51 00.1
 HY2310;SPC KY N     -   291,427.61  2,032,579.37   sFT  0.99996672   +0 51 00.1
 HY2310;UTM  17      - 4,239,923.232   335,279.931   MT  0.99993416   -1 10 02.8
 HY2310
 HY2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2310!SPC KY1Z     -   0.99995305  x   0.99993122  =   0.99988427
 HY2310!SPC KY N     -   0.99995305  x   0.99996672  =   0.99991977
 HY2310!UTM  17      -   0.99995305  x   0.99993416  =   0.99988721
 HY2310
 HY2310|---------------------------------------------------------------------|
 HY2310| PID    Reference Object                     Distance      Geod. Az  |
 HY2310|                                                           dddmmss.s |
 HY2310| DC2227 HUNTS KNOB RM 1                      11.162 METERS 19135     |
 HY2310| DC2228 HUNTS KNOB RM 2                      14.411 METERS 29559     |
 HY2310| HY2307 GRAYSON MUNICIPAL STANDPIPE         APPROX. 7.1 KM 3040433.1 |
 HY2310|---------------------------------------------------------------------|
 HY2310
 HY2310                          SUPERSEDED SURVEY CONTROL
 HY2310
 HY2310  NAD 83(1986)-  38 17 32.22111(N)    082 53 00.82345(W) AD(       ) 2
 HY2310  NAD 27      -  38 17 31.92620(N)    082 53 01.22210(W) AD(       ) 2
 HY2310
 HY2310.Superseded values are not recommended for survey control.
 HY2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2310.See file dsdata.txt to determine how the superseded data were derived.
 HY2310
 HY2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC3528039923(NAD 83)
 HY2310_MARKER: DS = TRIANGULATION STATION DISK
 HY2310_SETTING: 0 = UNSPECIFIED SETTING
 HY2310
 HY2310  HISTORY     - Date     Condition        Report By
 HY2310  HISTORY     - 1949     MONUMENTED       CGS
 HY2310
 HY2310                          STATION DESCRIPTION
 HY2310
 HY2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2310'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF GRAYSON AND 2 MILES
 HY2310'NORTHEAST OF HITCHINS ON THE HIGHEST POINT OF A WOODED HILL KNOWN AS
 HY2310'HUNTS KNOB.  IT IS 24 FEET SOUTHEAST OF A TWIN 10 INCH OAK TREE, 19
 HY2310'FEET WEST OF A 10 INCH OAK TREE 15 FEET NORTH OF A 6 INCH OAK TREE
 HY2310'AND 4 FEET SOUTH OF A WHITE WITNESS POST.  THE DISK IS SET FLUSH IN
 HY2310'THE TOP OF AN IRON PIPE WHICH PROJECTS ABOUT 6 INCHES AND IS
 HY2310'STAMPED HUNTS KNOB 1949.
 HY2310'
 HY2310'REFERENCE MARK NO.1 IS 23 FEET SOUTH OF A 6 INCH OAK TREE.  THE
 HY2310'DISK IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 HY2310'STAMPED HUNTS KNOB NO 1 1949.
 HY2310'
 HY2310'REFERENCE MARK NO.2 IS 27 FEET WEST OF THE TWIN 10 INCH OAK TREE.
 HY2310'THE DISK IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 HY2310'STAMPED HUNTS KNOB NO 2 1949.
 HY2310'
 HY2310'TO REACH THE STATION FROM THE MAIN CROSS STREET AND STATE HIGHWAY 1
 HY2310'IN HITCHINS, GO EAST ON PAVED STREET FOR 0.2 MILE TO A T ROAD LEFT
 HY2310'JUST AFTER CROSSING A SPUR TRACK, TURN LEFT AND GO NORTH ON ROCK
 HY2310'ROAD FOR 0.2 MILE TO THE GENERAL REFRACTORIES CO. BRICKYARD, TURN
 HY2310'RIGHT AT YARD AND GO EAST AND NORTH ON A PAVED DRIVE PASSING BETWEEN
 HY2310'THE KILNS AND THE DRYING SHEDS FOR 0.15 MILE TO A ROAD FORK, TURN
 HY2310'LEFT AT FORK AND GO NORTH AND EAST ON CINDER ROAD FOR 0.4 MILE TO A
 HY2310'T INTERSECTION, TURN RIGHT AND GO EAST AND NORTH ON DIRT ROAD FOR
 HY2310'1.25 MILE TO A T INTERSECTION, TURN RIGHT AND GO NORTH AND EAST ON
 HY2310'CINDER ROAD FOR 0.8 MILE TO A DUMP ON RIGHT AND A T ROAD RIGHT,
 HY2310'CONTINUE ON CINDER ROAD, BEARING TO LEFT FOR 0.2 MILE TO AN
 HY2310'ABANDONED COAL MINE ON THE RIGHT AND THE END OF TRUCK TRAVEL, FROM
 HY2310'THIS POINT PACK IN A NORTHERLY DIRECTION FOR ABOUT 0.7 MILE ALONG
 HY2310'OLD ROADBED, THENCE NORTHEAST ALONG RIDGE FOR ABOUT 0.25 MILE TO
 HY2310'HIGHEST POINT OF HILL AND STATION AS DESCRIBED.  THIS IS ABOUT A 45
 HY2310'MINUTE PACK.
 HY2310'
 HY2310'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3164 ***********************************************************************
 GY3164  DESIGNATION -  HURRICANE KNOB SFS LOT
 GY3164  PID         -  GY3164
 GY3164  STATE/COUNTY-  KY/MARTIN
 GY3164  USGS QUAD   -  KERMIT (1992)
 GY3164
 GY3164                         *CURRENT SURVEY CONTROL
 GY3164  ___________________________________________________________________
 GY3164* NAD 83(1993)-  37 47 10.76958(N)    082 29 36.50202(W)     ADJUSTED  
 GY3164* NAVD 88     -                                                        
 GY3164  ___________________________________________________________________
 GY3164  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 GY3164  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GY3164
 GY3164  HORZ ORDER  -  THIRD
 GY3164
 GY3164.The horizontal coordinates were established by classical geodetic methods
 GY3164.and adjusted by the National Geodetic Survey in December 1995..
 GY3164
 GY3164
 GY3164.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3164
 GY3164.The geoid height was determined by GEOID03.
 GY3164
 GY3164;                    North         East     Units Scale Factor Converg.
 GY3164;SPC KY1Z     - 1,166,260.471 1,786,771.600   MT  0.99990617   +1 59 57.8
 GY3164;SPC KY1Z     - 3,826,306.23  5,862,099.82   sFT  0.99990617   +1 59 57.8
 GY3164;SPC KY S     -   666,191.860   786,793.175   MT  0.99997647   +1 58 29.9
 GY3164;SPC KY S     - 2,185,664.46  2,581,337.27   sFT  0.99997647   +1 58 29.9
 GY3164;SPC WV S     -    88,332.594   468,457.230   MT  0.99994968   -0 55 23.7
 GY3164;UTM  17      - 4,183,158.039   368,493.790   MT  0.99981301   -0 54 54.8
 GY3164
 GY3164                          SUPERSEDED SURVEY CONTROL
 GY3164
 GY3164  NAD 83(1986)-  37 47 10.77635(N)    082 29 36.50703(W) AD(       ) 4
 GY3164  NAD 27      -  37 47 10.42800(N)    082 29 36.97000(W) AD(       ) 3
 GY3164
 GY3164.Superseded values are not recommended for survey control.
 GY3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3164.See file dsdata.txt to determine how the superseded data were derived.
 GY3164
 GY3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB6849483158(NAD 83)
 GY3164_MARKER: 57 = LOOKOUT TOWER
 GY3164
 GY3164  HISTORY     - Date     Condition        Report By
 GY3164  HISTORY     - 1957     FIRST OBSERVED   CGS
 GY3164
 GY3164                          STATION DESCRIPTION
 GY3164
 GY3164'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3164'STATION IS ABOUT 6-1/2 MILES SOUTHEAST OF INEZ AND 6 MILES SOUTHWEST
 GY3164'OF KERMIT, WEST VIRGINIA, ON THE HIGHEST POINT OF A HILL KNOWN
 GY3164'LOCALLY AS HURRICANE KNOB.
 GY3164'
 GY3164'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CASSIDY,
 GY3164'DISTANCE BEING 29.65 FEET (9.041 METERS) SOUTH OF STATION
 GY3164'CASSIDY.  THE LOOKOUT TOWER IS A METAL CABIN ATOP A FOUR LEGGED STEEL
 GY3164'STRUCTURE WHICH IS ABOUT 40 FEET IN HEIGHT OVERALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2987 ***********************************************************************
 GZ2987  DESIGNATION -  HUSTONVILLE RESET
 GZ2987  PID         -  GZ2987
 GZ2987  STATE/COUNTY-  KY/LINCOLN
 GZ2987  USGS QUAD   -  HUSTONVILLE (1979)
 GZ2987
 GZ2987                         *CURRENT SURVEY CONTROL
 GZ2987  ___________________________________________________________________
 GZ2987* NAD 83(1993)-  37 27 29.49575(N)    084 50 03.80270(W)     ADJUSTED  
 GZ2987* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 GZ2987  ___________________________________________________________________
 GZ2987  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 GZ2987  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GZ2987
 GZ2987  HORZ ORDER  -  THIRD
 GZ2987
 GZ2987.The horizontal coordinates were established by classical geodetic methods
 GZ2987.and adjusted by the National Geodetic Survey in December 1995..
 GZ2987
 GZ2987.The orthometric height was scaled from a topographic map.
 GZ2987
 GZ2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2987
 GZ2987.The geoid height was determined by GEOID03.
 GZ2987
 GZ2987;                    North         East     Units Scale Factor Converg.
 GZ2987;SPC KY1Z     - 1,125,237.721 1,581,001.515   MT  0.99993142   +0 33 43.7
 GZ2987;SPC KY1Z     - 3,691,717.42  5,187,002.47   sFT  0.99993142   +0 33 43.7
 GZ2987;SPC KY S     -   625,223.442   581,002.869   MT  0.99994774   +0 33 19.0
 GZ2987;SPC KY S     - 2,051,253.91  1,906,173.58   sFT  0.99994774   +0 33 19.0
 GZ2987;UTM  16      - 4,147,905.284   691,537.112   MT  1.00005192   +1 19 03.0
 GZ2987
 GZ2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2987!SPC KY1Z     -   0.99995217  x   0.99993142  =   0.99988359
 GZ2987!SPC KY S     -   0.99995217  x   0.99994774  =   0.99989991
 GZ2987!UTM  16      -   0.99995217  x   1.00005192  =   1.00000409
 GZ2987
 GZ2987|---------------------------------------------------------------------|
 GZ2987| PID    Reference Object                     Distance      Geod. Az  |
 GZ2987|                                                           dddmmss.s |
 GZ2987| DC2237 HUSTONVILLE RM 1                      5.764 METERS 03532     |
 GZ2987| DC2239 HUSTONVILLE RM 3                     21.340 METERS 09258     |
 GZ2987| DC2240 HUSTONVILLE RM 4                     19.163 METERS 14726     |
 GZ2987| DC2238 HUSTONVILLE RM 2                      7.647 METERS 25106     |
 GZ2987| DC2235 HUSTONVILLE AZ MK                                  2723726.2 |
 GZ2987| DC2236 HUSTONVILLE AZ MK 2                                2723728.9 |
 GZ2987| GZ3019 MORELAND TX E TRANS RAD MAST        APPROX. 6.8 KM 3444927.5 |
 GZ2987|---------------------------------------------------------------------|
 GZ2987
 GZ2987                          SUPERSEDED SURVEY CONTROL
 GZ2987
 GZ2987  NAD 83(1986)-  37 27 29.50449(N)    084 50 03.81035(W) AD(       ) 3
 GZ2987  NAD 27      -  37 27 29.24800(N)    084 50 03.99600(W) AD(       ) 3
 GZ2987
 GZ2987.Superseded values are not recommended for survey control.
 GZ2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2987.See file dsdata.txt to determine how the superseded data were derived.
 GZ2987
 GZ2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG9153747905(NAD 83)
 GZ2987_MARKER: DS = TRIANGULATION STATION DISK
 GZ2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2987
 GZ2987  HISTORY     - Date     Condition        Report By
 GZ2987  HISTORY     - 1951     MONUMENTED       CGS
 GZ2987  HISTORY     - 1978     GOOD             NGS
 GZ2987
 GZ2987                          STATION DESCRIPTION
 GZ2987
 GZ2987'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2987'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF LIBERTY AND 1-1/2
 GZ2987'MILES SOUTH OF HUSTONVILLE ON TOP OF A SMALL HILL.  IT IS 28 FEET
 GZ2987'WEST OF THE CENTER OF STATE HIGHWAY 35, 4 FEET EAST OF A WHITE
 GZ2987'WITNESS POST AND 3 FEET EAST OF A FENCE LINE. THE MARK PROJECTS
 GZ2987'ABOUT 2 INCHES AND THE DISK IS STAMPED HUSTONVILLE 1951.
 GZ2987'
 GZ2987'REFERENCE MARK NO.1 IS 30 FEET WEST OF CENTER OF HIGHWAY AND 1 FOOT
 GZ2987'EAST OF FENCE LINE. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GZ2987'STAMPED HUSTONVILLE NO 1 1951.
 GZ2987'
 GZ2987'REFERENCE MARK NO.2 IS 9 FEET NORTHWEST OF CENTER OF FARM DRIVEWAY
 GZ2987'AND 2 FEET NORTHEAST OF A GATE. THE MARK PROJECTS ABOUT 2 INCHES
 GZ2987'AND THE DISK IS STAMPED HUSTONVILLE NO 2 1951.
 GZ2987'
 GZ2987'AZIMUTH MARK IS 11 FEET NORTH OF A FENCE LINE AND 2 FEET NORTHEAST OF
 GZ2987'THE SOUTHEAST CORNER OF A LARGE BARN. THE MARK IS FLUSH WITH THE
 GZ2987'GROUND AND THE DISK IS STAMPED HUSTONVILLE 1951.
 GZ2987'
 GZ2987'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 78 AND 35 IN
 GZ2987'HUSTONVILLE, GO SOUTH ON HIGHWAY 35 FOR 1.45 MILES TO TOP OF HILL
 GZ2987'AND STATION ON RIGHT AS DESCRIBED.
 GZ2987'
 GZ2987'TO REACH AZIMUTH MARK FROM STATION GO WEST ON FARM DRIVEWAY FOR 3.2
 GZ2987'MILE TO A LARGE BARN AND AZIMUTH MARK NEAR THE SOUTHEAST CORNER
 GZ2987'AS DESCRIBED.
 GZ2987'
 GZ2987'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GZ2987
 GZ2987                          STATION RECOVERY (1978)
 GZ2987
 GZ2987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CIN)
 GZ2987'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GZ2987'THE AZIMUTH MARK WAS FOUND WITH THE DISK SHEARED OFF.  THE STATION
 GZ2987'MARK WAS IN THE WAY OF GRADING AND WAS LOWERED AT THE REQUEST OF
 GZ2987'THE PROPERTY OWNER.  THE REFERENCE MARKS WERE ALSO IN THE WAY OF
 GZ2987'GRADING AND WERE DESTROYED.  THE DISTANCE AND THE DIRECTION TO THE
 GZ2987'REFERENCE MARKS CHECKED.  REFERENCE MARKS 3 AND 4 WERE SET.  A NEW
 GZ2987'DISK WAS SET IN THE MONUMENT OF THE DESTROYED AZIMUTH MARK FOR A NEW
 GZ2987'AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS--
 GZ2987'
 GZ2987'LOCATED ON THE PROPERTY OF MR. VERNON POSEY, HUSTONVILLE, KENTUCKY,
 GZ2987'30 FEET WEST OF THE CENTERLINE OF OLD HIGHWAY 127 AND 23 FEET NORTH
 GZ2987'OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT SHOULD BE FLUSH WITH
 GZ2987'THE GROUND AFTER GRADING AND THE DISK IS STAMPED HUSTONVILLE 1951
 GZ2987'1978.
 GZ2987'
 GZ2987'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND U.S.
 GZ2987'HIGHWAY 127 AT HUSTONVILLE, GO SOUTH ON HIGHWAY 127 FOR 0.55 MILE TO
 GZ2987'A ROAD TURN RIGHT AND CONTINUE SOUTHERLY ON OLD HIGHWAY 127 FOR 0.95
 GZ2987'MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM
 GZ2987'THE STATION, GO WEST ON DRIVEWAY FOR 0.2 MILE TO A BARN AND THE
 GZ2987'AZIMUTH MARK ON THE LEFT.
 GZ2987'
 GZ2987'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 GZ2987'HUSTONVILLE 1951 NO 3 1978, WITH MAGNETS, PROJECTING 3 INCHES, 29
 GZ2987'FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A FENCE, 7
 GZ2987'FEET NORTH OF A TELEPHONE POLE AND 6 INCHES SOUTH OF A METAL
 GZ2987'WITNESS POST.
 GZ2987'
 GZ2987'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 GZ2987'HUSTONVILLE 1951 NO 4 1978, WITH MAGNETS, PROJECTING 2 INCHES, 31
 GZ2987'FEET EAST OF THE CENTERLINE OF THE ROAD, 6 INCHES SOUTH OF A METAL
 GZ2987'WITNESS POST, 3 FEET WEST F A FENCE AND 10 FEET NORTH OF A TELEPHONE
 GZ2987'POLE.
 GZ2987'
 GZ2987'THE AZIMUTH MARK IS 11 FEET NORTH OF A FENCE LINE, 2 FEET NORTHEAST
 GZ2987'OF THE SOUTHEAST CORNER OF THE BARN AND 1 FOOT EAST OF THE EAST WALL
 GZ2987'HUSTONVILLE 1951 NO 2 1978.
 GZ2987'
 GZ2987'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILE
 GZ2987'SOUTH OF HUSTONVILLE.
 GZ2987'
 GZ2987'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3011 ***********************************************************************
 GZ3011  DESIGNATION -  HYATTSVILLE
 GZ3011  PID         -  GZ3011
 GZ3011  STATE/COUNTY-  KY/GARRARD
 GZ3011  USGS QUAD   -  LANCASTER (1979)
 GZ3011
 GZ3011                         *CURRENT SURVEY CONTROL
 GZ3011  ___________________________________________________________________
 GZ3011* NAD 83(1993)-  37 36 43.96909(N)    084 32 23.49727(W)     ADJUSTED  
 GZ3011* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 GZ3011  ___________________________________________________________________
 GZ3011  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 GZ3011  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GZ3011
 GZ3011  HORZ ORDER  -  SECOND
 GZ3011
 GZ3011.The horizontal coordinates were established by classical geodetic methods
 GZ3011.and adjusted by the National Geodetic Survey in December 1995..
 GZ3011
 GZ3011.The orthometric height was scaled from a topographic map.
 GZ3011
 GZ3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3011
 GZ3011.The geoid height was determined by GEOID03.
 GZ3011
 GZ3011;                    North         East     Units Scale Factor Converg.
 GZ3011;SPC KY1Z     - 1,142,626.094 1,606,834.777   MT  0.99991552   +0 44 34.7
 GZ3011;SPC KY1Z     - 3,748,765.78  5,271,757.10   sFT  0.99991552   +0 44 34.7
 GZ3011;SPC KY S     -   642,608.726   606,839.297   MT  0.99995714   +0 44 02.1
 GZ3011;SPC KY S     - 2,108,292.13  1,990,938.59   sFT  0.99995714   +0 44 02.1
 GZ3011;UTM  16      - 4,165,636.893   717,143.278   MT  1.00018081   +1 30 07.4
 GZ3011
 GZ3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3011!SPC KY1Z     -   0.99995294  x   0.99991552  =   0.99986847
 GZ3011!SPC KY S     -   0.99995294  x   0.99995714  =   0.99991009
 GZ3011!UTM  16      -   0.99995294  x   1.00018081  =   1.00013374
 GZ3011
 GZ3011|---------------------------------------------------------------------|
 GZ3011| PID    Reference Object                     Distance      Geod. Az  |
 GZ3011|                                                           dddmmss.s |
 GZ3011| DC2242 HYATTSVILLE RM 1                     28.713 METERS 16438     |
 GZ3011| DC2241 HYATTSVILLE AZ MK                                  2475408.2 |
 GZ3011| GZ3012 LANCASTER GARRARD CO CTHSE          APPROX. 3.5 KM 2821605.1 |
 GZ3011| GZ3013 LANCASTER MUNICIPAL TANK            APPROX. 3.6 KM 2835756.2 |
 GZ3011| DC2243 HYATTSVILLE RM 2                     18.258 METERS 28759     |
 GZ3011|---------------------------------------------------------------------|
 GZ3011
 GZ3011                          SUPERSEDED SURVEY CONTROL
 GZ3011
 GZ3011  NAD 83(1986)-  37 36 43.97744(N)    084 32 23.50410(W) AD(       ) 2
 GZ3011  NAD 27      -  37 36 43.68400(N)    084 32 23.72200(W) AD(       ) 2
 GZ3011
 GZ3011.Superseded values are not recommended for survey control.
 GZ3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3011.See file dsdata.txt to determine how the superseded data were derived.
 GZ3011
 GZ3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1714365637(NAD 83)
 GZ3011_MARKER: DS = TRIANGULATION STATION DISK
 GZ3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ3011
 GZ3011  HISTORY     - Date     Condition        Report By
 GZ3011  HISTORY     - 1951     MONUMENTED       CGS
 GZ3011
 GZ3011                          STATION DESCRIPTION
 GZ3011
 GZ3011'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ3011'STATION IS LOCATED ABOUT 2 MILES EAST OF LANCASTER. IT IS 34 FEET
 GZ3011'SOUTH OF THE SOUTHEAST CORNER OF A BARN, 3 FEET SOUTHWEST OF A
 GZ3011'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCELINE. THE MARK IS FLUSH
 GZ3011'AND THE DISK IS STAMPED HYATTSVILLE 1951.
 GZ3011'
 GZ3011'REFERENCE MARK NO. 1 IS 50 FEET WEST OF THE NORTHWEST CORNER OF A
 GZ3011'FRAME HOUSE, 10 FEET WEST OF THE CENTER OF A FARM LANE AND 3
 GZ3011'FEET NORTH OF A POWER LINE POLE. THE MARK PROJECTS 3 INCHES AND THE
 GZ3011'DISK IS STAMPED HYATTSVILLE NO 1 1951.
 GZ3011'
 GZ3011'REFERENCE MARK NO. 2 IS 3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GZ3011'BARN. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GZ3011'HYATTSVILLE NO 2 1951.
 GZ3011'
 GZ3011'AZIMUTH MARK IS 45 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 GZ3011'HOUSE, 34 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 52, 4 FEET
 GZ3011'NORTH OF A POWER LINE POLE AND 2 FEET NORTHEAST OF A WHITE WITNESS
 GZ3011'POST. THE MARK IS FLUSH AND THE DISK IS STAMPED HYATTSVILLE 1951.
 GZ3011'
 GZ3011'TO REACH THE STATION FROM THE GARRARD COUNTY COURTHOUSE IN LANCASTER,
 GZ3011'GO EAST ON STATE HIGHWAY NO. 52 FOR 2.0 MILES TO THE AZIMUTH MARK
 GZ3011'ON THE LEFT, CONTINUE FOR 0.25 MILE TO A FARM LANE ON THE LEFT, TURN
 GZ3011'LEFT ON FARM LANE AND GO 0.1 MILE TO A BARN AND THE STATION AS
 GZ3011'DESCRIBED.
 GZ3011'
 GZ3011'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3178 ***********************************************************************
 GY3178  DESIGNATION -  HYLTON
 GY3178  PID         -  GY3178
 GY3178  STATE/COUNTY-  KY/PIKE
 GY3178  USGS QUAD   -  JAMBOREE (1977)
 GY3178
 GY3178                         *CURRENT SURVEY CONTROL
 GY3178  ___________________________________________________________________
 GY3178* NAD 83(1993)-  37 25 20.08991(N)    082 09 48.53830(W)     ADJUSTED  
 GY3178* NAVD 88     -       759.     (meters)    2490.     (feet)  SCALED    
 GY3178  ___________________________________________________________________
 GY3178  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 GY3178  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GY3178
 GY3178  HORZ ORDER  -  SECOND
 GY3178
 GY3178.The horizontal coordinates were established by classical geodetic methods
 GY3178.and adjusted by the National Geodetic Survey in December 1995..
 GY3178
 GY3178.The orthometric height was scaled from a topographic map.
 GY3178
 GY3178.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3178
 GY3178.The geoid height was determined by GEOID03.
 GY3178
 GY3178;                    North         East     Units Scale Factor Converg.
 GY3178;SPC KY1Z     - 1,126,950.401 1,817,369.513   MT  0.99993616   +2 12 07.1
 GY3178;SPC KY1Z     - 3,697,336.44  5,962,486.48   sFT  0.99993616   +2 12 07.1
 GY3178;SPC KY S     -   626,866.505   817,374.716   MT  0.99994658   +2 10 30.3
 GY3178;SPC KY S     - 2,056,644.53  2,681,670.21   sFT  0.99994658   +2 10 30.3
 GY3178;SPC VA S     - 1,127,133.195 3,175,818.242   MT  0.99994586   -2 13 24.5
 GY3178;SPC VA S     - 3,697,936.16 10,419,330.35   sFT  0.99994586   -2 13 24.5
 GY3178;UTM  17      - 4,142,350.541   397,051.256   MT  0.99973055   -0 42 25.5
 GY3178
 GY3178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3178!SPC KY1Z     -   0.99988585  x   0.99993616  =   0.99982201
 GY3178!SPC KY S     -   0.99988585  x   0.99994658  =   0.99983243
 GY3178!SPC VA S     -   0.99988585  x   0.99994586  =   0.99983171
 GY3178!UTM  17      -   0.99988585  x   0.99973055  =   0.99961643
 GY3178
 GY3178|---------------------------------------------------------------------|
 GY3178| PID    Reference Object                     Distance      Geod. Az  |
 GY3178|                                                           dddmmss.s |
 GY3178| DC2244 HYLTON RM 1                          21.502 METERS 21852     |
 GY3178| DC2245 HYLTON RM 2                          13.006 METERS 31502     |
 GY3178| DC2246 HYLTON RM 3                                        3240118.4 |
 GY3178|---------------------------------------------------------------------|
 GY3178
 GY3178                          SUPERSEDED SURVEY CONTROL
 GY3178
 GY3178  NAD 83(1993)-  37 25 20.09626(N)    082 09 48.54097(W) AD(       ) 2
 GY3178  NAD 83(1993)-  37 25 20.09786(N)    082 09 48.54312(W) AD(       ) 2
 GY3178  NAD 83(1986)-  37 25 20.09842(N)    082 09 48.54647(W) AD(       ) 2
 GY3178  NAD 27      -  37 25 19.70867(N)    082 09 49.05046(W) AD(       ) 2
 GY3178
 GY3178.Superseded values are not recommended for survey control.
 GY3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3178.See file dsdata.txt to determine how the superseded data were derived.
 GY3178
 GY3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB9705142351(NAD 83)
 GY3178_MARKER: DS = TRIANGULATION STATION DISK
 GY3178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3178
 GY3178  HISTORY     - Date     Condition        Report By
 GY3178  HISTORY     - 1933     MONUMENTED       CGS
 GY3178
 GY3178                          STATION DESCRIPTION
 GY3178
 GY3178'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GY3178'STATION IS ON THE SUMMIT OF WHAT IS LOCALLY KNOWN AS HEN ROOST KNOB,
 GY3178'ABOUT 7 MILES S OF PHELPS, KENTUCKY.
 GY3178'
 GY3178'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 GY3178'CONCRETE.
 GY3178'
 GY3178'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS SET IN
 GY3178'CONCRETE IN DEPRESSIONS IN BOULDERS.
 GY3178'
 GY3178'REFERENCE MARK NO. 1 IS SSW OF STATION ON DOWNWARD SLOPE OF RIDGE.
 GY3178'
 GY3178'REFERENCE MARK NO 2 IS WNW OF STATION ON DOWNWARD SLOPE OF RIDGE.
 GY3178'
 GY3178'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS NNW OF STATION ON THE TOP OF
 GY3178'LARGE FLAT ROCK, ON RIDGE BETWEEN STATION AND WHAT IS LOCALLY KNOWN
 GY3178'AS HYLTON KNOB.
 GY3178'
 GY3178'TO REACH FROM PHELPS POST OFFICE, FOLLOW MAIN HIGHWAY S, UP LEFT FORK
 GY3178'OF PETERS CREEK 7.6 MILES TO END OF TRUCK TRAVEL.  TAKE WAGON ROAD TO
 GY3178'RIGHT AND FOLLOW ABOUT 1 MILE TO GAP.  TURN LEFT AND FOLLOW RIDGE TO
 GY3178'STATION ABOUT 1-1/2 MILES.  STATION IS LOCATED AT THE NORTHERN
 GY3178'EXTREMITY OF FLAT TOP RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1911 ***********************************************************************
 GY1911  DESIGNATION -  I 14
 GY1911  PID         -  GY1911
 GY1911  STATE/COUNTY-  KY/BREATHITT
 GY1911  USGS QUAD   -  HADDIX (1972)
 GY1911
 GY1911                         *CURRENT SURVEY CONTROL
 GY1911  ___________________________________________________________________
 GY1911* NAD 83(1986)-  37 26 52.     (N)    083 21 45.     (W)     SCALED    
 GY1911* NAVD 88     -       233.742  (meters)     766.87   (feet)  ADJUSTED  
 GY1911  ___________________________________________________________________
 GY1911  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GY1911  DYNAMIC HT  -         233.564 (meters)     766.28  (feet)  COMP
 GY1911  MODELED GRAV-     979,859.8   (mgal)                       NAVD 88
 GY1911
 GY1911  VERT ORDER  -  FIRST     CLASS II
 GY1911
 GY1911.The horizontal coordinates were scaled from a topographic map and have
 GY1911.an estimated accuracy of +/- 6 seconds.
 GY1911
 GY1911.The orthometric height was determined by differential leveling
 GY1911.and adjusted by the National Geodetic Survey in June 1991..
 GY1911
 GY1911.The geoid height was determined by GEOID03.
 GY1911
 GY1911.The dynamic height is computed by dividing the NAVD 88
 GY1911.geopotential number by the normal gravity value computed on the
 GY1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1911.degrees latitude (g = 980.6199 gals.).
 GY1911
 GY1911.The modeled gravity was interpolated from observed gravity values.
 GY1911
 GY1911;                    North         East    Units  Estimated Accuracy
 GY1911;SPC KY1Z     - 1,126,390.    1,711,230.      MT  (+/- 180 meters Scaled)
 GY1911
 GY1911                          SUPERSEDED SURVEY CONTROL
 GY1911
 GY1911  NGVD 29 (??/??/92)  233.901  (m)          767.39   (f) ADJ UNCH    1 2
 GY1911
 GY1911.Superseded values are not recommended for survey control.
 GY1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1911.See file dsdata.txt to determine how the superseded data were derived.
 GY1911
 GY1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB910471(NAD 83)
 GY1911_MARKER: DB = BENCH MARK DISK
 GY1911_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY1911_STAMPING: I 14 1930 767.390
 GY1911_MARK LOGO: CGS   
 GY1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1911
 GY1911  HISTORY     - Date     Condition        Report By
 GY1911  HISTORY     - 1930     MONUMENTED       CGS
 GY1911  HISTORY     - 1950     GOOD             CGS
 GY1911  HISTORY     - 1967     MARK NOT FOUND   CGS
 GY1911
 GY1911                          STATION DESCRIPTION
 GY1911
 GY1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY1911'2.2 MI S FROM COPLAND.
 GY1911'ABOUT 2.15 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE
 GY1911'RAILROAD FROM THE STATION SIGN AND POST OFFICE AT COPLAND, ABOUT
 GY1911'0.3 MILE NORTHWEST OF MILE POST 211, ABOUT 0.6 MILE NORTH OF THE
 GY1911'POST OFFICE AT LITTLE, ABOUT 2.4 MILES NORTH OF THE STATION AT
 GY1911'WHICK, 12 FEET NORTH OF THE NORTH RAIL, 105 YARDS EAST OF
 GY1911'GRANNYS BRANCH, 58 YARDS WEST OF A WHISTLE POST, SET SLANTING
 GY1911'(HALF VERTICAL) IN SLANTING SOUTH FACE OF A SMOOTH LAYER OF ROCK
 GY1911'IN ROCK BANK, 3 FEET BELOW TOP OF ROCK, ABOUT 3 FEET ABOVE BOTTOM
 GY1911'OF DITCH AND ABOUT LEVEL WITH THE TOP OF RAIL.
 GY1911
 GY1911                          STATION RECOVERY (1967)
 GY1911
 GY1911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GY1911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1083 ***********************************************************************
 GC1083  DESIGNATION -  I 8
 GC1083  PID         -  GC1083
 GC1083  STATE/COUNTY-  KY/CHRISTIAN
 GC1083  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1083
 GC1083                         *CURRENT SURVEY CONTROL
 GC1083  ___________________________________________________________________
 GC1083* NAD 83(1986)-  36 51 52.     (N)    087 29 13.     (W)     SCALED    
 GC1083* NAVD 88     -       165.724  (meters)     543.71   (feet)  ADJUSTED  
 GC1083  ___________________________________________________________________
 GC1083  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC1083  DYNAMIC HT  -         165.593 (meters)     543.28  (feet)  COMP
 GC1083  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 GC1083
 GC1083  VERT ORDER  -  FIRST     CLASS I
 GC1083
 GC1083.The horizontal coordinates were scaled from a topographic map and have
 GC1083.an estimated accuracy of +/- 6 seconds.
 GC1083
 GC1083.The orthometric height was determined by differential leveling
 GC1083.and adjusted by the National Geodetic Survey in June 1991..
 GC1083.WARNING-Repeat measurements at this control monument indicate possible
 GC1083.vertical movement.
 GC1083
 GC1083.The geoid height was determined by GEOID03.
 GC1083
 GC1083.The dynamic height is computed by dividing the NAVD 88
 GC1083.geopotential number by the normal gravity value computed on the
 GC1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1083.degrees latitude (g = 980.6199 gals.).
 GC1083
 GC1083.The modeled gravity was interpolated from observed gravity values.
 GC1083
 GC1083;                    North         East    Units  Estimated Accuracy
 GC1083;SPC KY1Z     - 1,060,390.    1,345,120.      MT  (+/- 180 meters Scaled)
 GC1083
 GC1083                          SUPERSEDED SURVEY CONTROL
 GC1083
 GC1083  NGVD 29 (??/??/92)  165.792  (m)          543.94   (f) ADJ UNCH    1 1
 GC1083
 GC1083.Superseded values are not recommended for survey control.
 GC1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1083.See file dsdata.txt to determine how the superseded data were derived.
 GC1083
 GC1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF565799(NAD 83)
 GC1083_MARKER: DB = BENCH MARK DISK
 GC1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1083_SP_SET: STONE
 GC1083_STAMPING: I 8 1921
 GC1083_MARK LOGO: CGS   
 GC1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1083+STABILITY: SURFACE MOTION
 GC1083
 GC1083  HISTORY     - Date     Condition        Report By
 GC1083  HISTORY     - 1921     MONUMENTED       CGS
 GC1083  HISTORY     - 1968     GOOD             NGS
 GC1083
 GC1083                          STATION DESCRIPTION
 GC1083
 GC1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1083'0.2 MI S FROM HOPKINSVILLE.
 GC1083'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE CHRISTIAN
 GC1083'COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.1 MILE SOUTHEAST
 GC1083'ALONG EAST 9TH STREET WHICH IS U.S. HIGHWAYS 41 AND 68 AND
 GC1083'STATE HIGHWAYS 80 AND 109, SET IN THE TOP OF THE EAST CORNER OF
 GC1083'THE STONE FOUNDATION FOR THE FIRST STONE COLUMN SOUTHEAST OF
 GC1083'THE NORTHEAST ENTRANCE TO THE BUILDING PREVIOUSLY OCCUPIED BY THE
 GC1083'POST OFFICE, 6 FEET SOUTHEAST OF THE CENTER OF THE ENTRANCE,
 GC1083'74 FEET NORTHWEST OF THE CENTERLINE OF SOUTH LIBERTY STREET,
 GC1083'AND ABOUT 6 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC6017 ***********************************************************************
 AC6017  SACS        -  This is a Secondary Airport Control Station.
 AC6017  DESIGNATION -  I05 A
 AC6017  PID         -  AC6017
 AC6017  STATE/COUNTY-  KY/UNION
 AC6017  USGS QUAD   -  STURGIS (1969)
 AC6017
 AC6017                         *CURRENT SURVEY CONTROL
 AC6017  ___________________________________________________________________
 AC6017* NAD 83(1993)-  37 32 24.80686(N)    087 57 18.33042(W)     ADJUSTED  
 AC6017* NAVD 88     -       112.89   (meters)     370.4    (feet)  GPS OBS   
 AC6017  ___________________________________________________________________
 AC6017  X           -     180,688.860 (meters)                     COMP
 AC6017  Y           -  -5,060,526.854 (meters)                     COMP
 AC6017  Z           -   3,865,155.573 (meters)                     COMP
 AC6017  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AC6017  ELLIP HEIGHT-          83.05  (meters)          (01/09/97) GPS OBS
 AC6017  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 AC6017
 AC6017  HORZ ORDER  -  FIRST
 AC6017  ELLP ORDER  -  FOURTH    CLASS I
 AC6017
 AC6017.This mark is at Sturgis Airport (I05)
 AC6017
 AC6017.The horizontal coordinates were established by GPS observations
 AC6017.and adjusted by the National Geodetic Survey in January 1997..
 AC6017
 AC6017.The orthometric height was determined by GPS observations and a
 AC6017.high-resolution geoid model.
 AC6017
 AC6017.GPS derived orthometric heights for airport stations designated as
 AC6017.PACS or SACS are published to 2 decimal places.  This maintains
 AC6017.centimeter relative accuracy between the PACS and SACS.  It does
 AC6017.not indicate centimeter accuracy relative to other marks which are
 AC6017.part of the NAVD 88 network.
 AC6017
 AC6017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6017
 AC6017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6017
 AC6017.The ellipsoidal height was determined by GPS observations
 AC6017.and is referenced to NAD 83.
 AC6017
 AC6017.The geoid height was determined by GEOID03.
 AC6017
 AC6017;                    North         East     Units Scale Factor Converg.
 AC6017;SPC KY1Z     - 1,136,246.181 1,305,151.745   MT  0.99992206   -1 21 13.8
 AC6017;SPC KY1Z     - 3,727,834.35  4,281,985.35   sFT  0.99992206   -1 21 13.8
 AC6017;SPC KY S     -   636,208.913   305,145.500   MT  0.99995185   -1 20 14.3
 AC6017;SPC KY S     - 2,087,295.41  1,001,131.53   sFT  0.99995185   -1 20 14.3
 AC6017;UTM  16      - 4,155,232.457   415,623.656   MT  0.99968769   -0 34 55.2
 AC6017
 AC6017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6017!SPC KY1Z     -   0.99998697  x   0.99992206  =   0.99990903
 AC6017!SPC KY S     -   0.99998697  x   0.99995185  =   0.99993882
 AC6017!UTM  16      -   0.99998697  x   0.99968769  =   0.99967466
 AC6017
 AC6017                          SUPERSEDED SURVEY CONTROL
 AC6017
 AC6017.No superseded survey control is available for this station.
 AC6017
 AC6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1562455232(NAD 83)
 AC6017_MARKER: DD = SURVEY DISK
 AC6017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6017_STAMPING: I05 A 1995
 AC6017_MARK LOGO: NGS   
 AC6017_PROJECTION: FLUSH
 AC6017_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6017+STABILITY: SURFACE MOTION
 AC6017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6017+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1996
 AC6017_ROD/PIPE-DEPTH:  0.9 meters
 AC6017
 AC6017  HISTORY     - Date     Condition        Report By
 AC6017  HISTORY     - 1995     MONUMENTED       LOWE
 AC6017  HISTORY     - 19960722 GOOD             NGS
 AC6017
 AC6017                          STATION DESCRIPTION
 AC6017
 AC6017'DESCRIBED BY LOWE ENGINEERS 1995 (GRP)
 AC6017'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF STURGIS AT THE
 AC6017'STURGIS AIRPORT AND FAIRGROUNDS.  AIRPORT MANAGER IS TOM HAYDEN. PHONE
 AC6017'502-333-4773.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD
 AC6017'109 AND U.S. HIGHWAY 60 IN STURGIS, GO SOUTHEAST ON U.S.  HIGHWAY 60
 AC6017'FOR 1.6 KM (1.00 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST ON
 AC6017'AIRPORT ROAD FOR 1.0 KM (0.60 MI) TO AIRPORT OFFICE ON RIGHT AND MAIN
 AC6017'GATE AHEAD.  GO NORTH THROUGH GATE ON TAXIWAY TOWARDS RUNWAY FOR 0.16
 AC6017'KM (0.10 MI) TO STATION ON LEFT JUST BEFORE RUNWAY.  THE STATION IS
 AC6017'THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO THE TOP OF A 1 M
 AC6017'(3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH AN
 AC6017'NGS LOGO CAP SURROUNDED BY CONCRETE.  LOGO CAP AND CONCRETE ARE SET
 AC6017'FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE
 AC6017'BOTTOM OF THE PIPE.  THE STATION IS 53.0 M (173.9 FT) WEST FROM THE
 AC6017'CENTERLINE OF RUNWAY.  15.2 M (49.9 FT) NORTH FROM CENTERLINE OF RAMP
 AC6017'CONNECTING THE TAXIWAY AND RUNWAY.  8.2 M (26.9 FT) NORTH-NORTHWEST
 AC6017'FROM RUNWAY HOLDING LINE AT NORTH EDGE OF RAMP CONNECTING THE TAXIWAY
 AC6017'AND RUNWAY.  THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
 AC6017
 AC6017                          STATION RECOVERY (1996)
 AC6017
 AC6017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AC6017'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF STURGIS AT THE
 AC6017'STURGIS AIRPORT AND FAIRGROUNDS NEAR MIDFIELD.  AIRPORT MANAGER IS TOM
 AC6017'HAYDEN.  PHONE 502-333-4773.  TO REACH THE STATION FROM THE JUNCTION
 AC6017'OF STATE ROAD 109 AND U.S.  HIGHWAY 60 IN STURGIS, GO SOUTHEAST ON
 AC6017'U.S.  HIGHWAY 60 FOR 1.6 KM (1.00 MI) TO A PAVED ROAD LEFT.  TURN LEFT
 AC6017'AND GO EAST ON AIRPORT ROAD FOR 1.0 KM (0.60 MI) TO AIRPORT OFFICE ON
 AC6017'RIGHT AND MAIN GATE AHEAD.  GO NORTH THROUGH GATE ON TAXIWAY TOWARDS
 AC6017'RUNWAY FOR 0.16 KM (0.10 MI) TO STATION ON LEFT JUST BEFORE RUNWAY.
 AC6017'THE STATION IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO
 AC6017'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT)
 AC6017'PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.  LOGO CAP AND
 AC6017'CONCRETE ARE SET FLUSH WITH THE GROUND.  THE STATION IS 53.0 M (173.9
 AC6017'FT) WEST FROM THE CENTERLINE OF RUNWAY. 15.2 M (49.9 FT) NORTH FROM
 AC6017'CENTERLINE OF RAMP CONNECTING THE TAXIWAY AND RUNWAY.  8.2 M (26.9 FT)
 AC6017'NORTH-NORTHWEST FROM RUNWAY HOLDING LINE AT NORTH EDGE OF RAMP
 AC6017'CONNECTING THE TAXIWAY AND RUNWAY.  THIS STATION IS A SECONDARY
 AC6017'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0449 ***********************************************************************
 HB0449  DESIGNATION -  I24 L 1
 HB0449  PID         -  HB0449
 HB0449  STATE/COUNTY-  KY/MCCRACKEN
 HB0449  USGS QUAD   -  PADUCAH WEST (1982)
 HB0449
 HB0449                         *CURRENT SURVEY CONTROL
 HB0449  ___________________________________________________________________
 HB0449* NAD 83(1986)-  37 07 26.     (N)    088 41 10.     (W)     SCALED    
 HB0449* NAVD 88     -       100.338  (meters)     329.19   (feet)  ADJUSTED  
 HB0449  ___________________________________________________________________
 HB0449  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HB0449  DYNAMIC HT  -         100.265 (meters)     328.95  (feet)  COMP
 HB0449  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 HB0449
 HB0449  VERT ORDER  -  SECOND    CLASS 0
 HB0449
 HB0449.The horizontal coordinates were scaled from a topographic map and have
 HB0449.an estimated accuracy of +/- 6 seconds.
 HB0449
 HB0449.The orthometric height was determined by differential leveling
 HB0449.and adjusted by the National Geodetic Survey in June 1991..
 HB0449
 HB0449.The geoid height was determined by GEOID03.
 HB0449
 HB0449.The dynamic height is computed by dividing the NAVD 88
 HB0449.geopotential number by the normal gravity value computed on the
 HB0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0449.degrees latitude (g = 980.6199 gals.).
 HB0449
 HB0449.The modeled gravity was interpolated from observed gravity values.
 HB0449
 HB0449;                    North         East    Units  Estimated Accuracy
 HB0449;SPC KY1Z     - 1,091,840.    1,239,120.      MT  (+/- 180 meters Scaled)
 HB0449
 HB0449                          SUPERSEDED SURVEY CONTROL
 HB0449
 HB0449  NGVD 29 (??/??/??)  100.335  (m)          329.18   (f) ADJUSTED    2 0
 HB0449
 HB0449.Superseded values are not recommended for survey control.
 HB0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0449.See file dsdata.txt to determine how the superseded data were derived.
 HB0449
 HB0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG502099(NAD 83)
 HB0449_MARKER: DD = SURVEY DISK
 HB0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0449_STAMPING: I 24-L1-1965
 HB0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0449+STABILITY: SURFACE MOTION
 HB0449
 HB0449  HISTORY     - Date     Condition        Report By
 HB0449  HISTORY     - 1965     MONUMENTED       PAS
 HB0449  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0449  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0449  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0449
 HB0449                          STATION DESCRIPTION
 HB0449
 HB0449'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0449'5 MI NW FROM PADUCAH.
 HB0449'ABOUT 0.80 MILE NORTH-NORTHEAST ALONG U.S. HIGHWAY 45 FROM THE
 HB0449'INTERSECTION OF U.S. HIGHWAY 60 AND U.S. HIGHWAY 45 (HOLIDAY INN)
 HB0449'AT PADUCAH, KENTUCKY TO JUNCTION WITH STATE HIGHWAY 305, THENCE
 HB0449'WEST ALONG STATE HIGHWAY 305 FOR 2.00 MILES TO JUNCTION OF
 HB0449'STATE HIGHWAY 1420, THENCE NORTHWEST ALONG STATE HIGHWAY 1420
 HB0449'FOR 1.80 MILES TO FARM LANE NORTH, THENCE NORTH ALONG FARM LANE
 HB0449'FOR 1.30 MILES TO 90 DEG TURN IN FARM LANE AND MARK.  MARK IS
 HB0449'SITTING ON TOP OF OVERFLOW BANK ABOUT 300 FEET SOUTH OF OHIO
 HB0449'RIVER, 27 FEET NORTH OF FARM LANE AND 1.6 FEET SOUTH OF METAL
 HB0449'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HB0449'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES
 HB0449'AND STAMPED I24-L1-1965.
 HB0449
 HB0449                          STATION RECOVERY (1978)
 HB0449
 HB0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0449'MARK NOT FOUND.
 HB0449
 HB0449                          STATION RECOVERY (1978)
 HB0449
 HB0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0449'MARK NOT FOUND.
 HB0449
 HB0449                          STATION RECOVERY (1978)
 HB0449
 HB0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0463 ***********************************************************************
 HB0463  DESIGNATION -  I24 L 10
 HB0463  PID         -  HB0463
 HB0463  STATE/COUNTY-  KY/MCCRACKEN
 HB0463  USGS QUAD   -  PADUCAH WEST (1982)
 HB0463
 HB0463                         *CURRENT SURVEY CONTROL
 HB0463  ___________________________________________________________________
 HB0463* NAD 83(1986)-  37 02 29.     (N)    088 38 47.     (W)     SCALED    
 HB0463* NAVD 88     -       143.759  (meters)     471.65   (feet)  ADJUSTED  
 HB0463  ___________________________________________________________________
 HB0463  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 HB0463  DYNAMIC HT  -         143.652 (meters)     471.30  (feet)  COMP
 HB0463  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 HB0463
 HB0463  VERT ORDER  -  SECOND    CLASS 0
 HB0463
 HB0463.The horizontal coordinates were scaled from a topographic map and have
 HB0463.an estimated accuracy of +/- 6 seconds.
 HB0463
 HB0463.The orthometric height was determined by differential leveling
 HB0463.and adjusted by the National Geodetic Survey in June 1991..
 HB0463
 HB0463.The geoid height was determined by GEOID03.
 HB0463
 HB0463.The dynamic height is computed by dividing the NAVD 88
 HB0463.geopotential number by the normal gravity value computed on the
 HB0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0463.degrees latitude (g = 980.6199 gals.).
 HB0463
 HB0463.The modeled gravity was interpolated from observed gravity values.
 HB0463
 HB0463;                    North         East    Units  Estimated Accuracy
 HB0463;SPC KY1Z     - 1,082,580.    1,242,370.      MT  (+/- 180 meters Scaled)
 HB0463
 HB0463                          SUPERSEDED SURVEY CONTROL
 HB0463
 HB0463  NGVD 29 (??/??/??)  143.764  (m)          471.67   (f) ADJUSTED    2 0
 HB0463
 HB0463.Superseded values are not recommended for survey control.
 HB0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0463.See file dsdata.txt to determine how the superseded data were derived.
 HB0463
 HB0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG535007(NAD 83)
 HB0463_MARKER: DD = SURVEY DISK
 HB0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0463_STAMPING: I24-L10-1965
 HB0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0463+STABILITY: SURFACE MOTION
 HB0463
 HB0463  HISTORY     - Date     Condition        Report By
 HB0463  HISTORY     - 1965     MONUMENTED       PAS
 HB0463
 HB0463                          STATION DESCRIPTION
 HB0463
 HB0463'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0463'2.3 MI SSW FROM PADUCAH.
 HB0463'ABOUT 1.75 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE INTERCHANGE
 HB0463'OF JACKSON STREET AND LONE OAK ROAD AT PADUCAH, KENTUCKY TO
 HB0463'JUNCTION WITH BLEICH ROAD, THENCE EAST ALONG BLEICH ROAD FOR
 HB0463'0.60 MILE TO MARK ON LEFT, 102.0 FEET WEST OF SOUTHWEST CORNER
 HB0463'OF ONE AND ONE HALF STORY STONE DWELLING, 34.0 FEET NORTH OF
 HB0463'CENTER OF ROAD, 20.0 FEET EAST OF FENCE CORNER AND 2.2 FEET
 HB0463'SOUTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HB0463'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST
 HB0463'PROJECTING 4 INCHES AND STAMPED I24-L-10-1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0464 ***********************************************************************
 HB0464  DESIGNATION -  I24 L 11
 HB0464  PID         -  HB0464
 HB0464  STATE/COUNTY-  KY/MCCRACKEN
 HB0464  USGS QUAD   -  PADUCAH WEST (1982)
 HB0464
 HB0464                         *CURRENT SURVEY CONTROL
 HB0464  ___________________________________________________________________
 HB0464* NAD 83(1986)-  37 02 20.     (N)    088 37 46.     (W)     SCALED    
 HB0464* NAVD 88     -       111.353  (meters)     365.33   (feet)  ADJUSTED  
 HB0464  ___________________________________________________________________
 HB0464  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 HB0464  DYNAMIC HT  -         111.270 (meters)     365.06  (feet)  COMP
 HB0464  MODELED GRAV-     979,885.0   (mgal)                       NAVD 88
 HB0464
 HB0464  VERT ORDER  -  SECOND    CLASS 0
 HB0464
 HB0464.The horizontal coordinates were scaled from a topographic map and have
 HB0464.an estimated accuracy of +/- 6 seconds.
 HB0464
 HB0464.The orthometric height was determined by differential leveling
 HB0464.and adjusted by the National Geodetic Survey in June 1991..
 HB0464
 HB0464.The geoid height was determined by GEOID03.
 HB0464
 HB0464.The dynamic height is computed by dividing the NAVD 88
 HB0464.geopotential number by the normal gravity value computed on the
 HB0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0464.degrees latitude (g = 980.6199 gals.).
 HB0464
 HB0464.The modeled gravity was interpolated from observed gravity values.
 HB0464
 HB0464;                    North         East    Units  Estimated Accuracy
 HB0464;SPC KY1Z     - 1,082,260.    1,243,860.      MT  (+/- 180 meters Scaled)
 HB0464
 HB0464                          SUPERSEDED SURVEY CONTROL
 HB0464
 HB0464  NGVD 29 (??/??/??)  111.362  (m)          365.36   (f) ADJUSTED    2 0
 HB0464
 HB0464.Superseded values are not recommended for survey control.
 HB0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0464.See file dsdata.txt to determine how the superseded data were derived.
 HB0464
 HB0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG550004(NAD 83)
 HB0464_MARKER: DD = SURVEY DISK
 HB0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0464_SP_SET: CULVERT
 HB0464_STAMPING: I24-L11-1965
 HB0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0464+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 HB0464
 HB0464  HISTORY     - Date     Condition        Report By
 HB0464  HISTORY     - 1965     MONUMENTED       PAS
 HB0464  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 HB0464  HISTORY     - 20050601 GOOD             KYDT
 HB0464
 HB0464                          STATION DESCRIPTION
 HB0464
 HB0464'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0464'2.5 MI S FROM PADUCAH.
 HB0464'ABOUT 1.75 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE INTERCHANGE
 HB0464'OF JACKSON STREET AND LONE OAK ROAD AT PADUCAH, KENTUCKY TO
 HB0464'JUNCTION WITH BLEICH ROAD, THENCE EAST ALONG BLEICH ROAD FOR 1.40
 HB0464'MILES TO JUNCTION WITH HENDRON ROAD, THENCE NORTHEAST ALONG
 HB0464'HENDRON ROAD FOR 0.25 MILE TO OLD MAYFIELD ROAD AND MARK ON
 HB0464'RIGHT, 253.6 FEET NORTHEAST OF NORTHEAST CORNER OF HENDRON
 HB0464'SCHOOL, 16.2 FEET SOUTH OF ROAD AND 2.2 FEET EAST OF METAL
 HB0464'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HB0464'MARK DISK DRILLED IN CENTER OF WEST WINGWALL OF CONCRETE CULVERT
 HB0464'AND STAMPED I24-L11-1965.
 HB0464
 HB0464                          STATION RECOVERY (2003)
 HB0464
 HB0464'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0464'CHANGE HENDRON SCHOOL  TO  FIRE DEPARTMENT  WINGWALLS BADLY ERODED
 HB0464
 HB0464                          STATION RECOVERY (2005)
 HB0464
 HB0464'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0464'FORMER HENDRON SCHOOL BUILDING NOW USED AS HENDRON FIRE DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0466 ***********************************************************************
 HB0466  DESIGNATION -  I24 L 12
 HB0466  PID         -  HB0466
 HB0466  STATE/COUNTY-  KY/MCCRACKEN
 HB0466  USGS QUAD   -  PADUCAH WEST (1982)
 HB0466
 HB0466                         *CURRENT SURVEY CONTROL
 HB0466  ___________________________________________________________________
 HB0466* NAD 83(1986)-  37 01 32.     (N)    088 37 47.     (W)     SCALED    
 HB0466* NAVD 88     -       108.612  (meters)     356.34   (feet)  ADJUSTED  
 HB0466  ___________________________________________________________________
 HB0466  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 HB0466  DYNAMIC HT  -         108.530 (meters)     356.07  (feet)  COMP
 HB0466  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 HB0466
 HB0466  VERT ORDER  -  SECOND    CLASS 0
 HB0466
 HB0466.The horizontal coordinates were scaled from a topographic map and have
 HB0466.an estimated accuracy of +/- 6 seconds.
 HB0466
 HB0466.The orthometric height was determined by differential leveling
 HB0466.and adjusted by the National Geodetic Survey in June 1991..
 HB0466
 HB0466.The geoid height was determined by GEOID03.
 HB0466
 HB0466.The dynamic height is computed by dividing the NAVD 88
 HB0466.geopotential number by the normal gravity value computed on the
 HB0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0466.degrees latitude (g = 980.6199 gals.).
 HB0466
 HB0466.The modeled gravity was interpolated from observed gravity values.
 HB0466
 HB0466;                    North         East    Units  Estimated Accuracy
 HB0466;SPC KY1Z     - 1,080,780.    1,243,790.      MT  (+/- 180 meters Scaled)
 HB0466
 HB0466                          SUPERSEDED SURVEY CONTROL
 HB0466
 HB0466  NGVD 29 (??/??/??)  108.623  (m)          356.37   (f) ADJUSTED    2 0
 HB0466
 HB0466.Superseded values are not recommended for survey control.
 HB0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0466.See file dsdata.txt to determine how the superseded data were derived.
 HB0466
 HB0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF550989(NAD 83)
 HB0466_MARKER: DD = SURVEY DISK
 HB0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0466_STAMPING: I24-L12-1965
 HB0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0466+STABILITY: SURFACE MOTION
 HB0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0466+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 HB0466
 HB0466  HISTORY     - Date     Condition        Report By
 HB0466  HISTORY     - 1965     MONUMENTED       PAS
 HB0466  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 HB0466  HISTORY     - 20050601 GOOD             KYDT
 HB0466
 HB0466                          STATION DESCRIPTION
 HB0466
 HB0466'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0466'3.4 MI S FROM PADUCAH.
 HB0466'ABOUT 1.75 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE INTERCHANGE
 HB0466'OF JACKSON STREET AND LONE OAK ROAD AT PADUCAH, KENTUCKY TO
 HB0466'JUNCTION WITH BLEICH ROAD, THENCE EAST ALONG BLEICH ROAD FOR
 HB0466'1.40 MILES TO JUNCTION WITH HENDRON ROAD, THENCE NORTHEAST
 HB0466'ALONG HENDRON ROAD FOR 0.25 MILE TO OLD MAYFIELD ROAD AND HENDRON
 HB0466'SCHOOL, THENCE SOUTH ALONG OLD MAYFIELD ROAD FOR 0.90 MILE
 HB0466'TO ROSEWOOD DRIVE AND MARK ON RIGHT, 80.4 FEET EAST OF
 HB0466'SOUTHEAST CORNER OF ONE AND ONE HALF STORY FRAME HOUSE, 24 FEET
 HB0466'WEST OF THE INTERSECTION OF OLD MAYFIELD ROAD AND ROSEWOOD
 HB0466'DRIVE, 5.0 FEET NORTH OF TELEPHONE POLE 248 AND 4.6 FEET
 HB0466'NORTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HB0466'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 HB0466'FLUSH WITH GROUND AND STAMPED I24-L12-1965.
 HB0466
 HB0466                          STATION RECOVERY (2003)
 HB0466
 HB0466'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0466'CHANGE HENDRON SCHOOL  TO  FIRE DEPARTMENT  WITNESS POST AND SIGN
 HB0466'FOUND. SUSPECT MARK UNDERGROUND OR UNDER NEARBY ASPHALT DRIVEWAY
 HB0466
 HB0466                          STATION RECOVERY (2005)
 HB0466
 HB0466'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0467 ***********************************************************************
 HB0467  DESIGNATION -  I24 L 13
 HB0467  PID         -  HB0467
 HB0467  STATE/COUNTY-  KY/MCCRACKEN
 HB0467  USGS QUAD   -  PADUCAH EAST (1982)
 HB0467
 HB0467                         *CURRENT SURVEY CONTROL
 HB0467  ___________________________________________________________________
 HB0467* NAD 83(1986)-  37 01 08.     (N)    088 35 31.     (W)     SCALED    
 HB0467* NAVD 88     -       101.859  (meters)     334.18   (feet)  ADJUSTED  
 HB0467  ___________________________________________________________________
 HB0467  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HB0467  DYNAMIC HT  -         101.783 (meters)     333.93  (feet)  COMP
 HB0467  MODELED GRAV-     979,883.0   (mgal)                       NAVD 88
 HB0467
 HB0467  VERT ORDER  -  SECOND    CLASS 0
 HB0467
 HB0467.The horizontal coordinates were scaled from a topographic map and have
 HB0467.an estimated accuracy of +/- 6 seconds.
 HB0467
 HB0467.The orthometric height was determined by differential leveling
 HB0467.and adjusted by the National Geodetic Survey in June 1991..
 HB0467
 HB0467.The geoid height was determined by GEOID03.
 HB0467
 HB0467.The dynamic height is computed by dividing the NAVD 88
 HB0467.geopotential number by the normal gravity value computed on the
 HB0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0467.degrees latitude (g = 980.6199 gals.).
 HB0467
 HB0467.The modeled gravity was interpolated from observed gravity values.
 HB0467
 HB0467;                    North         East    Units  Estimated Accuracy
 HB0467;SPC KY1Z     - 1,079,940.    1,247,130.      MT  (+/- 180 meters Scaled)
 HB0467
 HB0467                          SUPERSEDED SURVEY CONTROL
 HB0467
 HB0467  NGVD 29 (??/??/??)  101.878  (m)          334.24   (f) ADJUSTED    2 0
 HB0467
 HB0467.Superseded values are not recommended for survey control.
 HB0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0467.See file dsdata.txt to determine how the superseded data were derived.
 HB0467
 HB0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF583981(NAD 83)
 HB0467_MARKER: DD = SURVEY DISK
 HB0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0467_STAMPING: I24-L13-1965
 HB0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0467+STABILITY: SURFACE MOTION
 HB0467
 HB0467  HISTORY     - Date     Condition        Report By
 HB0467  HISTORY     - 1965     MONUMENTED       PAS
 HB0467  HISTORY     - 1972     GOOD             NGS
 HB0467
 HB0467                          STATION DESCRIPTION
 HB0467
 HB0467'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0467'4.6 MI SSE FROM PADUCAH.
 HB0467'ABOUT 0.20 MILE SOUTHEAST ALONG BRIDGE STREET FROM THE INTERSECTION
 HB0467'OF U.S. HIGHWAYS 60, 62 AND 68 (BUSINESS ROUTE) AND U.S. HIGHWAYS
 HB0467'60, 62 AND 68 (BELTLINE) AT EAST EDGE OF PADUCAH, KENTUCKY
 HB0467'TO JUNCTION OF HUSBAND ROAD SOUTH, THENCE SOUTH 2.50 MILES
 HB0467'ALONG HUSBAND ROAD TO TVA TRANSMISSION LINE AND MARK ON RIGHT,
 HB0467'118.0 FEET NORTH OF DRIVE AND ROAD INTERSECTION, 21.1 FEET
 HB0467'WEST OF CENTER OF ROAD, 2.1 FEET EAST OF METAL WITNESS POST
 HB0467'AND SIGN AND SITTING DIRECTLY UNDER TVA TRANSMISSION LINE.  A
 HB0467'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP
 HB0467'OF A CONCRETE POST PROJECTING 6 INCHES AND STAMPED I24-L13-1965.
 HB0467
 HB0467                          STATION RECOVERY (1972)
 HB0467
 HB0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0468 ***********************************************************************
 HB0468  DESIGNATION -  I24 L 14
 HB0468  PID         -  HB0468
 HB0468  STATE/COUNTY-  KY/MCCRACKEN
 HB0468  USGS QUAD   -  PADUCAH EAST (1982)
 HB0468
 HB0468                         *CURRENT SURVEY CONTROL
 HB0468  ___________________________________________________________________
 HB0468* NAD 83(1986)-  37 00 41.     (N)    088 34 34.     (W)     SCALED    
 HB0468* NAVD 88     -       102.312  (meters)     335.67   (feet)  ADJUSTED  
 HB0468  ___________________________________________________________________
 HB0468  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 HB0468  DYNAMIC HT  -         102.236 (meters)     335.42  (feet)  COMP
 HB0468  MODELED GRAV-     979,882.5   (mgal)                       NAVD 88
 HB0468
 HB0468  VERT ORDER  -  SECOND    CLASS 0
 HB0468
 HB0468.The horizontal coordinates were scaled from a topographic map and have
 HB0468.an estimated accuracy of +/- 6 seconds.
 HB0468
 HB0468.The orthometric height was determined by differential leveling
 HB0468.and adjusted by the National Geodetic Survey in June 1991..
 HB0468
 HB0468.The geoid height was determined by GEOID03.
 HB0468
 HB0468.The dynamic height is computed by dividing the NAVD 88
 HB0468.geopotential number by the normal gravity value computed on the
 HB0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0468.degrees latitude (g = 980.6199 gals.).
 HB0468
 HB0468.The modeled gravity was interpolated from observed gravity values.
 HB0468
 HB0468;                    North         East    Units  Estimated Accuracy
 HB0468;SPC KY1Z     - 1,079,060.    1,248,520.      MT  (+/- 180 meters Scaled)
 HB0468
 HB0468                          SUPERSEDED SURVEY CONTROL
 HB0468
 HB0468  NGVD 29 (??/??/??)  102.333  (m)          335.74   (f) ADJUSTED    2 0
 HB0468
 HB0468.Superseded values are not recommended for survey control.
 HB0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0468.See file dsdata.txt to determine how the superseded data were derived.
 HB0468
 HB0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF597972(NAD 83)
 HB0468_MARKER: DD = SURVEY DISK
 HB0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0468_STAMPING: I24-L14-1965
 HB0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0468+STABILITY: SURFACE MOTION
 HB0468
 HB0468  HISTORY     - Date     Condition        Report By
 HB0468  HISTORY     - 1965     MONUMENTED       PAS
 HB0468  HISTORY     - 1972     GOOD             NGS
 HB0468
 HB0468                          STATION DESCRIPTION
 HB0468
 HB0468'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0468'2.8 MI SE FROM PADUCAH.
 HB0468'ABOUT 0.20 MILE SOUTHEAST ALONG BRIDGE STREET FROM THE INTERSECTION
 HB0468'OF U.S. HIGHWAYS 60, 62 AND 68 (BUSINESS ROUTE) WITH U.S.
 HB0468'HIGHWAYS 60, 62 AND 68 (BELTLINE) AT EAST EDGE OF PADUCAH,
 HB0468'KENTUCKY TO JUNCTION OF HUSBAND ROAD SOUTH, THENCE SOUTH 3.30
 HB0468'MILES TO JUNCTION OF LYDON ROAD EAST, THENCE EAST 1.60 MILES
 HB0468'TO NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILROAD TO WOODS ROAD
 HB0468'NORTH (JUST EAST OF RAILROAD CROSSING), THENCE NORTH ALONG EAST
 HB0468'SIDE OF RAILROAD 0.80 MILE TO SHARP BEND IN ROAD TO LEFT,
 HB0468'CROSSOVER TRACKS AND CONTINUE NORTH ALONG WEST SIDE OF TRACKS
 HB0468'TO TVA TRANSMISSION LINE AND MARK ON RIGHT, ABOUT 110.0 FEET
 HB0468'SOUTH OF RAILROAD BRIDGE, 54.7 FEET WEST OF WEST RAIL, 2.0
 HB0468'FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HB0468'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 HB0468'POST PROJECTING 4 INCHES AND STAMPED I24-L14-1965.
 HB0468
 HB0468                          STATION RECOVERY (1972)
 HB0468
 HB0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0469 ***********************************************************************
 HB0469  DESIGNATION -  I24 L 15
 HB0469  PID         -  HB0469
 HB0469  STATE/COUNTY-  KY/MCCRACKEN
 HB0469  USGS QUAD   -  PADUCAH EAST (1982)
 HB0469
 HB0469                         *CURRENT SURVEY CONTROL
 HB0469  ___________________________________________________________________
 HB0469* NAD 83(1986)-  37 00 46.     (N)    088 33 48.     (W)     SCALED    
 HB0469* NAVD 88     -       103.783  (meters)     340.49   (feet)  ADJUSTED  
 HB0469  ___________________________________________________________________
 HB0469  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 HB0469  DYNAMIC HT  -         103.706 (meters)     340.24  (feet)  COMP
 HB0469  MODELED GRAV-     979,883.7   (mgal)                       NAVD 88
 HB0469
 HB0469  VERT ORDER  -  SECOND    CLASS 0
 HB0469
 HB0469.The horizontal coordinates were scaled from a topographic map and have
 HB0469.an estimated accuracy of +/- 6 seconds.
 HB0469
 HB0469.The orthometric height was determined by differential leveling
 HB0469.and adjusted by the National Geodetic Survey in June 1991..
 HB0469
 HB0469.The geoid height was determined by GEOID03.
 HB0469
 HB0469.The dynamic height is computed by dividing the NAVD 88
 HB0469.geopotential number by the normal gravity value computed on the
 HB0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0469.degrees latitude (g = 980.6199 gals.).
 HB0469
 HB0469.The modeled gravity was interpolated from observed gravity values.
 HB0469
 HB0469;                    North         East    Units  Estimated Accuracy
 HB0469;SPC KY1Z     - 1,079,180.    1,249,660.      MT  (+/- 180 meters Scaled)
 HB0469
 HB0469                          SUPERSEDED SURVEY CONTROL
 HB0469
 HB0469  NGVD 29 (??/??/??)  103.807  (m)          340.57   (f) ADJUSTED    2 0
 HB0469
 HB0469.Superseded values are not recommended for survey control.
 HB0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0469.See file dsdata.txt to determine how the superseded data were derived.
 HB0469
 HB0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF609974(NAD 83)
 HB0469_MARKER: DD = SURVEY DISK
 HB0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0469_STAMPING: I24-L15-1965
 HB0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0469+STABILITY: SURFACE MOTION
 HB0469
 HB0469  HISTORY     - Date     Condition        Report By
 HB0469  HISTORY     - 1965     MONUMENTED       PAS
 HB0469  HISTORY     - 1972     GOOD             NGS
 HB0469
 HB0469                          STATION DESCRIPTION
 HB0469
 HB0469'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0469'2.3 MI S FROM WOODLAWN.
 HB0469'ABOUT 2.50 MILES SOUTH ALONG STATE HIGHWAY 450 FROM THE INTERSECTION
 HB0469'OF STATE HIGHWAY 284 AND STATE HIGHWAY 450 IN WOODLAWN, KENTUCKY
 HB0469'AT FARLEY SCHOOL TO MARK ON RIGHT, 47.0 FEET SOUTHWEST OF ROAD
 HB0469'AND DRIVE INTERSECTION, 22.0 FEET WEST OF CENTER OF ROAD,
 HB0469'14.0 FEET NORTH OF FENCE CORNER AND 2.0 FEET EAST OF METAL
 HB0469'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HB0469'MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 3 INCHES AND
 HB0469'STAMPED I24-L15-1965.
 HB0469
 HB0469                          STATION RECOVERY (1972)
 HB0469
 HB0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0470 ***********************************************************************
 HB0470  DESIGNATION -  I24 L 16
 HB0470  PID         -  HB0470
 HB0470  STATE/COUNTY-  KY/MCCRACKEN
 HB0470  USGS QUAD   -  PADUCAH EAST (1982)
 HB0470
 HB0470                         *CURRENT SURVEY CONTROL
 HB0470  ___________________________________________________________________
 HB0470* NAD 83(1986)-  37 00 28.     (N)    088 32 42.     (W)     SCALED    
 HB0470* NAVD 88     -       106.654  (meters)     349.91   (feet)  ADJUSTED  
 HB0470  ___________________________________________________________________
 HB0470  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 HB0470  DYNAMIC HT  -         106.574 (meters)     349.65  (feet)  COMP
 HB0470  MODELED GRAV-     979,883.2   (mgal)                       NAVD 88
 HB0470
 HB0470  VERT ORDER  -  SECOND    CLASS 0
 HB0470
 HB0470.The horizontal coordinates were scaled from a topographic map and have
 HB0470.an estimated accuracy of +/- 6 seconds.
 HB0470
 HB0470.The orthometric height was determined by differential leveling
 HB0470.and adjusted by the National Geodetic Survey in June 1991..
 HB0470
 HB0470.The geoid height was determined by GEOID03.
 HB0470
 HB0470.The dynamic height is computed by dividing the NAVD 88
 HB0470.geopotential number by the normal gravity value computed on the
 HB0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0470.degrees latitude (g = 980.6199 gals.).
 HB0470
 HB0470.The modeled gravity was interpolated from observed gravity values.
 HB0470
 HB0470;                    North         East    Units  Estimated Accuracy
 HB0470;SPC KY1Z     - 1,078,580.    1,251,270.      MT  (+/- 180 meters Scaled)
 HB0470
 HB0470                          SUPERSEDED SURVEY CONTROL
 HB0470
 HB0470  NGVD 29 (??/??/??)  106.681  (m)          350.00   (f) ADJUSTED    2 0
 HB0470
 HB0470.Superseded values are not recommended for survey control.
 HB0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0470.See file dsdata.txt to determine how the superseded data were derived.
 HB0470
 HB0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF625968(NAD 83)
 HB0470_MARKER: DD = SURVEY DISK
 HB0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0470_STAMPING: I24-16-1965
 HB0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0470+STABILITY: SURFACE MOTION
 HB0470
 HB0470  HISTORY     - Date     Condition        Report By
 HB0470  HISTORY     - 1965     MONUMENTED       PAS
 HB0470  HISTORY     - 1972     GOOD             NGS
 HB0470
 HB0470                          STATION DESCRIPTION
 HB0470
 HB0470'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0470'3 MI SE FROM WOODLAWN.
 HB0470'ABOUT 2.55 MILES SOUTH ALONG STATE HIGHWAY 450 FROM THE INTERSECTION
 HB0470'OF STATE HIGHWAY 284 AND STATE HIGHWAY 450 IN WOODLAWN, KENTUCKY
 HB0470'AT FARLEY SCHOOL TO PRIVATE ROAD EAST, THENCE EAST ALONG
 HB0470'PRIVATE ROAD ABOUT 1 MILE TO END OF ROAD AND TRUCK TRAVEL.  WALK
 HB0470'NORTHEAST THROUGH OPEN FIELD TO TVA TRANSMISSION LINE AND MARK
 HB0470'SETTING DIRECTLY IN CENTER OF STEEL TOWER.  NO METAL WITNESS
 HB0470'POST AND SIGN WAS SET AT THIS MARK.  A KENTUCKY DEPARTMENT OF
 HB0470'HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 HB0470'3 INCHES AND STAMPED I24-L15-1965.
 HB0470
 HB0470                          STATION RECOVERY (1972)
 HB0470
 HB0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0471 ***********************************************************************
 HB0471  DESIGNATION -  I24 L 17
 HB0471  PID         -  HB0471
 HB0471  STATE/COUNTY-  KY/MCCRACKEN
 HB0471  USGS QUAD   -  PADUCAH EAST (1982)
 HB0471
 HB0471                         *CURRENT SURVEY CONTROL
 HB0471  ___________________________________________________________________
 HB0471* NAD 83(1986)-  37 00 27.     (N)    088 31 52.     (W)     SCALED    
 HB0471* NAVD 88     -       123.514  (meters)     405.23   (feet)  ADJUSTED  
 HB0471  ___________________________________________________________________
 HB0471  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 HB0471  DYNAMIC HT  -         123.422 (meters)     404.93  (feet)  COMP
 HB0471  MODELED GRAV-     979,883.4   (mgal)                       NAVD 88
 HB0471
 HB0471  VERT ORDER  -  SECOND    CLASS 0
 HB0471
 HB0471.The horizontal coordinates were scaled from a topographic map and have
 HB0471.an estimated accuracy of +/- 6 seconds.
 HB0471
 HB0471.The orthometric height was determined by differential leveling
 HB0471.and adjusted by the National Geodetic Survey in June 1991..
 HB0471
 HB0471.The geoid height was determined by GEOID03.
 HB0471
 HB0471.The dynamic height is computed by dividing the NAVD 88
 HB0471.geopotential number by the normal gravity value computed on the
 HB0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0471.degrees latitude (g = 980.6199 gals.).
 HB0471
 HB0471.The modeled gravity was interpolated from observed gravity values.
 HB0471
 HB0471;                    North         East    Units  Estimated Accuracy
 HB0471;SPC KY1Z     - 1,078,510.    1,252,510.      MT  (+/- 180 meters Scaled)
 HB0471
 HB0471                          SUPERSEDED SURVEY CONTROL
 HB0471
 HB0471  NGVD 29 (??/??/??)  123.543  (m)          405.32   (f) ADJUSTED    2 0
 HB0471
 HB0471.Superseded values are not recommended for survey control.
 HB0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0471.See file dsdata.txt to determine how the superseded data were derived.
 HB0471
 HB0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF637968(NAD 83)
 HB0471_MARKER: DD = SURVEY DISK
 HB0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0471_STAMPING: I24-L17-1965
 HB0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0471+STABILITY: SURFACE MOTION
 HB0471
 HB0471  HISTORY     - Date     Condition        Report By
 HB0471  HISTORY     - 1965     MONUMENTED       PAS
 HB0471  HISTORY     - 1972     GOOD             NGS
 HB0471  HISTORY     - 20031008 MARK NOT FOUND   USPSQD
 HB0471
 HB0471                          STATION DESCRIPTION
 HB0471
 HB0471'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0471'0.6 MI S FROM REIDLAND.
 HB0471'ABOUT 0.28 MILE SOUTH ALONG U.S. HIGHWAY 68 FROM REIDLAND
 HB0471'ELEMENTARY SCHOOL TO MARK ON RIGHT, 53.1 FEET SOUTHEAST OF
 HB0471'SOUTHEAST CORNER OF SOUTHERN BELL TELEPHONE BUILDING, 39.0 FEET
 HB0471'SOUTH OF POWER AND TELEPHONE POLE, 34.5 FEET WEST OF THE CENTER
 HB0471'OF U.S. HIGHWAY 68, 23.0 FEET SOUTH OF THE CENTER OF A DRIVEWAY
 HB0471'AND 1.4 FEET EAST OF A METAL WITNESS POST AND SIGN.  A KENTUCKY
 HB0471'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE
 HB0471'POST PROJECTING 3 INCHES AND STAMPED I24-L17-1965.
 HB0471
 HB0471                          STATION RECOVERY (1972)
 HB0471
 HB0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0471'RECOVERED IN GOOD CONDITION.
 HB0471
 HB0471                          STATION RECOVERY (2003)
 HB0471
 HB0471'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0471'IN DESCRIPTION ON HOW TO LOCATE, CHANGE U.S. HIGHWAY 68 TO READ ALONG
 HB0471'OLD BENTON ROAD.  ALSO, CHANGE 34.5 FEET WEST OF THE CENTER OF U.S.
 HB0471'HIGHWAY 68 TO READ 34.5 FEET WEST OF THE CENTER OF OLD BENTON ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0461 ***********************************************************************
 GD0461  DESIGNATION -  I24 L 17 A RESET
 GD0461  PID         -  GD0461
 GD0461  STATE/COUNTY-  KY/MCCRACKEN
 GD0461  USGS QUAD   -  SYMSONIA (1982)
 GD0461
 GD0461                         *CURRENT SURVEY CONTROL
 GD0461  ___________________________________________________________________
 GD0461* NAD 83(1986)-  36 59 54.     (N)    088 32 27.     (W)     SCALED    
 GD0461* NAVD 88     -       117.83   (meters)     386.6    (feet)  RESET     
 GD0461  ___________________________________________________________________
 GD0461  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GD0461
 GD0461  VERT ORDER  -  THIRD
 GD0461
 GD0461.The horizontal coordinates were scaled from a topographic map and have
 GD0461.an estimated accuracy of +/- 6 seconds.
 GD0461
 GD0461.The orthometric height was computed from unverified reset data.
 GD0461.No vertical observational check was made to the station.
 GD0461
 GD0461.The geoid height was determined by GEOID03.
 GD0461
 GD0461;                    North         East    Units  Estimated Accuracy
 GD0461;SPC KY1Z     - 1,077,520.    1,251,610.      MT  (+/- 180 meters Scaled)
 GD0461
 GD0461                          SUPERSEDED SURVEY CONTROL
 GD0461
 GD0461  NGVD 29 (??/??/??)  117.891  (m)          386.78   (f) ADJUSTED    ?  
 GD0461
 GD0461.Superseded values are not recommended for survey control.
 GD0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0461.See file dsdata.txt to determine how the superseded data were derived.
 GD0461
 GD0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF628957(NAD 83)
 GD0461_MARKER: DB = BENCH MARK DISK
 GD0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0461_SP_SET: BRIDGE
 GD0461_STAMPING: I24-L17A RESET 1972
 GD0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0461
 GD0461  HISTORY     - Date     Condition        Report By
 GD0461  HISTORY     - 1972     MONUMENTED       NGS
 GD0461  HISTORY     - 20031011 GOOD             USPSQD
 GD0461
 GD0461                          STATION DESCRIPTION
 GD0461
 GD0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GD0461'1.3 MI S FROM REIDLAND.
 GD0461'ABOUT 0.35 OF A MILE SOUTH ALONG U.S. HIGHWAY 68 FROM THE REIDLAND
 GD0461'ELEMENTARY SCHOOL TO THE INTERSECTION WITH SHEEHAN BRIDGE ROAD,
 GD0461'THENCE RIGHT, SOUTHWEST, ALONG SHEEHAN BRIDGE ROAD FOR 0.85
 GD0461'OF A MILE TO THE GRADE SEPERATION OVERPASS FOR INTERSTATE ROUTE
 GD0461'24 AND THE MARK ON THE RIGHT AS DESCRIBED.  IT IS A STANDARD
 GD0461'DISK CEMENTED IN A DRILL HOLE IN THE 30-INCH ROUND CONCRETE ANCHOR
 GD0461'BASE FOR METAL GUARDRAIL HEAD AT NORTHEAST END OF NORTHWEST
 GD0461'RAILING OF THE OVERPASS, 99 FEET NORTHEAST OF THE NORTHEAST END
 GD0461'OF THE NORTHEAST END OF THE OVERPASS BRIDGE, 15 FEET NORTHWEST
 GD0461'OF THE APPROXIMATE CENTER OF SHEEHAN BRIDGE ROAD, 1.5 FEET
 GD0461'SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND ABOUT LEVEL WITH
 GD0461'THE ROAD SURFACE.  THE DISK IS STAMPED I24-L17A RESET 1972.
 GD0461
 GD0461                          STATION RECOVERY (2003)
 GD0461
 GD0461'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 GD0461'CHANGE DESCRIPTION ON HOW TO FIND FROM  U.S. HIGHWAY 68  TO  OLD
 GD0461'BENTON ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0472 ***********************************************************************
 HB0472  DESIGNATION -  I24 L 18
 HB0472  PID         -  HB0472
 HB0472  STATE/COUNTY-  KY/MCCRACKEN
 HB0472  USGS QUAD   -  PADUCAH EAST (1982)
 HB0472
 HB0472                         *CURRENT SURVEY CONTROL
 HB0472  ___________________________________________________________________
 HB0472* NAD 83(1986)-  37 00 40.     (N)    088 31 11.     (W)     SCALED    
 HB0472* NAVD 88     -       104.717  (meters)     343.56   (feet)  ADJUSTED  
 HB0472  ___________________________________________________________________
 HB0472  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HB0472  DYNAMIC HT  -         104.639 (meters)     343.30  (feet)  COMP
 HB0472  MODELED GRAV-     979,884.3   (mgal)                       NAVD 88
 HB0472
 HB0472  VERT ORDER  -  SECOND    CLASS 0
 HB0472
 HB0472.The horizontal coordinates were scaled from a topographic map and have
 HB0472.an estimated accuracy of +/- 6 seconds.
 HB0472
 HB0472.The orthometric height was determined by differential leveling
 HB0472.and adjusted by the National Geodetic Survey in June 1991..
 HB0472
 HB0472.The geoid height was determined by GEOID03.
 HB0472
 HB0472.The dynamic height is computed by dividing the NAVD 88
 HB0472.geopotential number by the normal gravity value computed on the
 HB0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0472.degrees latitude (g = 980.6199 gals.).
 HB0472
 HB0472.The modeled gravity was interpolated from observed gravity values.
 HB0472
 HB0472;                    North         East    Units  Estimated Accuracy
 HB0472;SPC KY1Z     - 1,078,880.    1,253,530.      MT  (+/- 180 meters Scaled)
 HB0472
 HB0472                          SUPERSEDED SURVEY CONTROL
 HB0472
 HB0472  NGVD 29 (??/??/??)  104.749  (m)          343.66   (f) ADJUSTED    2 0
 HB0472
 HB0472.Superseded values are not recommended for survey control.
 HB0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0472.See file dsdata.txt to determine how the superseded data were derived.
 HB0472
 HB0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF647971(NAD 83)
 HB0472_MARKER: DD = SURVEY DISK
 HB0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0472_SP_SET: ABUTMENT
 HB0472_STAMPING: I24-L18-1965
 HB0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0472
 HB0472  HISTORY     - Date     Condition        Report By
 HB0472  HISTORY     - 1965     MONUMENTED       PAS
 HB0472  HISTORY     - 1972     GOOD             NGS
 HB0472  HISTORY     - 20031008 GOOD             USPSQD
 HB0472
 HB0472                          STATION DESCRIPTION
 HB0472
 HB0472'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0472'0.9 MI SE FROM REIDLAND.
 HB0472'ABOUT 0.65 MILE EAST ALONG CALVERT DRIVE FROM THE INTERSECTION
 HB0472'OF U.S. HIGHWAY 68 AND CALVERT DRIVE, AT REIDLAND ELEMENTARY
 HB0472'SCHOOL, TO GARRISON CREEK AND MARK ON RIGHT 10.5 FEET SOUTHEAST
 HB0472'OF CENTER OF ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HB0472'MARK DISK DRILLED IN THE SOUTHWEST ABUTMENT OF BRIDGE OVER
 HB0472'GARRISON CREEK AND STAMPED I24-L18-1965.
 HB0472
 HB0472                          STATION RECOVERY (1972)
 HB0472
 HB0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0472'RECOVERED IN GOOD CONDITION.
 HB0472
 HB0472                          STATION RECOVERY (2003)
 HB0472
 HB0472'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0472'IN DESCRIPTION ON HOW TO FIND, CHANGE FROM THE INTERSECTION OF U.S.
 HB0472'HIGHWAY 68  TO  FROM THE INSTERSECTION OF OLD BENTON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0473 ***********************************************************************
 HB0473  DESIGNATION -  I24 L 19
 HB0473  PID         -  HB0473
 HB0473  STATE/COUNTY-  KY/MCCRACKEN
 HB0473  USGS QUAD   -  PADUCAH EAST (1982)
 HB0473
 HB0473                         *CURRENT SURVEY CONTROL
 HB0473  ___________________________________________________________________
 HB0473* NAD 83(1986)-  37 00 31.     (N)    088 30 19.     (W)     SCALED    
 HB0473* NAVD 88     -       116.828  (meters)     383.29   (feet)  ADJUSTED  
 HB0473  ___________________________________________________________________
 HB0473  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HB0473  DYNAMIC HT  -         116.741 (meters)     383.01  (feet)  COMP
 HB0473  MODELED GRAV-     979,883.6   (mgal)                       NAVD 88
 HB0473
 HB0473  VERT ORDER  -  SECOND    CLASS 0
 HB0473
 HB0473.The horizontal coordinates were scaled from a topographic map and have
 HB0473.an estimated accuracy of +/- 6 seconds.
 HB0473
 HB0473.The orthometric height was determined by differential leveling
 HB0473.and adjusted by the National Geodetic Survey in June 1991..
 HB0473
 HB0473.The geoid height was determined by GEOID03.
 HB0473
 HB0473.The dynamic height is computed by dividing the NAVD 88
 HB0473.geopotential number by the normal gravity value computed on the
 HB0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0473.degrees latitude (g = 980.6199 gals.).
 HB0473
 HB0473.The modeled gravity was interpolated from observed gravity values.
 HB0473
 HB0473;                    North         East    Units  Estimated Accuracy
 HB0473;SPC KY1Z     - 1,078,570.    1,254,810.      MT  (+/- 180 meters Scaled)
 HB0473
 HB0473                          SUPERSEDED SURVEY CONTROL
 HB0473
 HB0473  NGVD 29 (??/??/??)  116.862  (m)          383.40   (f) ADJUSTED    2 0
 HB0473
 HB0473.Superseded values are not recommended for survey control.
 HB0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0473.See file dsdata.txt to determine how the superseded data were derived.
 HB0473
 HB0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF660968(NAD 83)
 HB0473_MARKER: DD = SURVEY DISK
 HB0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0473_STAMPING: I24-L19-1965
 HB0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0473+STABILITY: SURFACE MOTION
 HB0473
 HB0473  HISTORY     - Date     Condition        Report By
 HB0473  HISTORY     - 1965     MONUMENTED       PAS
 HB0473  HISTORY     - 1972     GOOD             NGS
 HB0473  HISTORY     - 1978     GOOD             USGS
 HB0473  HISTORY     - 1978     GOOD             USGS
 HB0473  HISTORY     - 1978     GOOD             USGS
 HB0473
 HB0473                          STATION DESCRIPTION
 HB0473
 HB0473'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0473'1.6 MI E FROM REIDLAND.
 HB0473'ABOUT 0.66 MILE EAST ALONG CALVERT DRIVE FROM THE INTERSECTION
 HB0473'OF U.S. HIGHWAY 68 AND CALVERT DRIVE, AT REIDLAND ELEMENTARY
 HB0473'SCHOOL, TO INTERSECTION WITH U.S. HIGHWAY 62, THENCE 0.75 MILE
 HB0473'EAST ALONG U.S. HIGHWAY 62 TO MARK ON RIGHT, 112.0 FEET SOUTHWEST
 HB0473'OF INTERSECTION OF U.S. HIGHWAY 62 AND OLD CALVERT CITY ROAD,
 HB0473'93.8 FEET SOUTH OF CENTER OF U.S. HIGHWAY 62, 78.0 FEET WEST
 HB0473'OF CENTER OF OLD CALVERT CITY ROAD AND 1.7 FEET NORTH OF METAL
 HB0473'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HB0473'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 HB0473'AND STAMPED I24-L19-1965.
 HB0473
 HB0473                          STATION RECOVERY (1972)
 HB0473
 HB0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0473'RECOVERED IN GOOD CONDITION.
 HB0473
 HB0473                          STATION RECOVERY (1978)
 HB0473
 HB0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0473'RECOVERED IN GOOD CONDITION.
 HB0473
 HB0473                          STATION RECOVERY (1978)
 HB0473
 HB0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0473'1000 FT. EAST OF US 62+68 AT CHONGS RESTAURANT. 114 FT. NE OF NE
 HB0473'CORNER OF RESTAURANT, 71 1/2 FT. S OF E.B. LANE OF U.S. 62. 32 FT. SW
 HB0473'OF 2 X 4 FT. STEEL GRATING OF CUTCH BASIN. 74 FT. EAST OF NORTH WOOD
 HB0473'POLE OF TALL CHONGS RESTAURANT SIGN.
 HB0473
 HB0473                          STATION RECOVERY (1978)
 HB0473
 HB0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0473'1000 FT. EAST OF US 62+68 AT CHONGS RESTAURANT. 114 FT. NE OF NE
 HB0473'CORNER OF RESTAURANT, 71 1/2 FT. S OF E.B. LANE OF U.S. 62. 32 FT. SW
 HB0473'OF 2 X 4 FT. STEEL GRATING OF CUTCH BASIN. 74 FT. EAST OF NORTH WOOD
 HB0473'POLE OF TALL CHONGS RESTAURANT SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0151 ***********************************************************************
 GD0151  DESIGNATION -  I24 L 19 A
 GD0151  PID         -  GD0151
 GD0151  STATE/COUNTY-  KY/MCCRACKEN
 GD0151  USGS QUAD   -  ELVA (1982)
 GD0151
 GD0151                         *CURRENT SURVEY CONTROL
 GD0151  ___________________________________________________________________
 GD0151* NAD 83(1986)-  36 59 49.     (N)    088 29 38.     (W)     SCALED    
 GD0151* NAVD 88     -       109.488  (meters)     359.21   (feet)  ADJUSTED  
 GD0151  ___________________________________________________________________
 GD0151  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GD0151  DYNAMIC HT  -         109.406 (meters)     358.94  (feet)  COMP
 GD0151  MODELED GRAV-     979,881.5   (mgal)                       NAVD 88
 GD0151
 GD0151  VERT ORDER  -  SECOND    CLASS 0
 GD0151
 GD0151.The horizontal coordinates were scaled from a topographic map and have
 GD0151.an estimated accuracy of +/- 6 seconds.
 GD0151
 GD0151.The orthometric height was determined by differential leveling
 GD0151.and adjusted by the National Geodetic Survey in June 1991..
 GD0151
 GD0151.The geoid height was determined by GEOID03.
 GD0151
 GD0151.The dynamic height is computed by dividing the NAVD 88
 GD0151.geopotential number by the normal gravity value computed on the
 GD0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0151.degrees latitude (g = 980.6199 gals.).
 GD0151
 GD0151.The modeled gravity was interpolated from observed gravity values.
 GD0151
 GD0151;                    North         East    Units  Estimated Accuracy
 GD0151;SPC KY1Z     - 1,077,240.    1,255,780.      MT  (+/- 180 meters Scaled)
 GD0151
 GD0151                          SUPERSEDED SURVEY CONTROL
 GD0151
 GD0151  NGVD 29 (??/??/??)  109.522  (m)          359.32   (f) ADJUSTED    2 0
 GD0151
 GD0151.Superseded values are not recommended for survey control.
 GD0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0151.See file dsdata.txt to determine how the superseded data were derived.
 GD0151
 GD0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF670955(NAD 83)
 GD0151_MARKER: DD = SURVEY DISK
 GD0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0151_STAMPING: I24 L19A-1965
 GD0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0151+STABILITY: SURFACE MOTION
 GD0151
 GD0151  HISTORY     - Date     Condition        Report By
 GD0151  HISTORY     - 1965     MONUMENTED       PAS
 GD0151  HISTORY     - 1978     MARK NOT FOUND   USGS
 GD0151  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 GD0151
 GD0151                          STATION DESCRIPTION
 GD0151
 GD0151'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 GD0151'2.5 MI SE FROM REIDLAND.
 GD0151'ABOUT 0.66 MILE EAST ALONG CALVERT DRIVE FROM THE INTERSECTION
 GD0151'OF U.S. HIGHWAY 68 AND CALVERT DRIVE, AT REIDLAND ELEMENTARY
 GD0151'SCHOOL, TO INTERSECTION WITH U.S. HIGHWAY 62, THENCE 0.75 MILE
 GD0151'EAST ALONG U.S. HIGHWAY 62 TO INTERSECTION WITH OLD CALVERT
 GD0151'CITY ROAD, THENCE 0.40 MILE SOUTH TO CROSSROADS, CONTINUE
 GD0151'STRAIGHT AHEAD FOR 0.85 MILE TO MARK ON LEFT, 42.3 FEET
 GD0151'NORTH-NORTHWEST OF CENTER OF BRIDGE OVER SMALL STREAM, 21.9
 GD0151'FEET NORTHEAST OF CENTER OF ROAD AND 1.4 FEET SOUTHEAST OF METAL
 GD0151'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 GD0151'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GD0151'AND STAMPED I24-L19A-1965.
 GD0151
 GD0151                          STATION RECOVERY (1978)
 GD0151
 GD0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GD0151'MARK NOT FOUND.
 GD0151
 GD0151                          STATION RECOVERY (2003)
 GD0151
 GD0151'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 GD0151'CHANGE DESCRIPTION ON HOW TO FIND FROM U.S. HIGHWAY 68  TO OLD BENTON
 GD0151'ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0448 ***********************************************************************
 HB0448  DESIGNATION -  I24 L 2 RESET
 HB0448  PID         -  HB0448
 HB0448  STATE/COUNTY-  KY/MCCRACKEN
 HB0448  USGS QUAD   -  PADUCAH WEST (1982)
 HB0448
 HB0448                         *CURRENT SURVEY CONTROL
 HB0448  ___________________________________________________________________
 HB0448* NAD 83(1986)-  37 06 26.     (N)    088 41 10.     (W)     SCALED    
 HB0448* NAVD 88     -       101.41   (meters)     332.7    (feet)  RESET     
 HB0448  ___________________________________________________________________
 HB0448  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HB0448
 HB0448  VERT ORDER  -  THIRD
 HB0448
 HB0448.The horizontal coordinates were scaled from a topographic map and have
 HB0448.an estimated accuracy of +/- 6 seconds.
 HB0448
 HB0448.The orthometric height was computed from unverified reset data.
 HB0448.No vertical observational check was made to the station.
 HB0448
 HB0448.The geoid height was determined by GEOID03.
 HB0448
 HB0448;                    North         East    Units  Estimated Accuracy
 HB0448;SPC KY1Z     - 1,090,000.    1,239,060.      MT  (+/- 180 meters Scaled)
 HB0448
 HB0448                          SUPERSEDED SURVEY CONTROL
 HB0448
 HB0448  NGVD 29 (??/??/??)  101.411  (m)          332.71   (f) ADJUSTED    ?  
 HB0448
 HB0448.Superseded values are not recommended for survey control.
 HB0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0448.See file dsdata.txt to determine how the superseded data were derived.
 HB0448
 HB0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG501080(NAD 83)
 HB0448_MARKER: DB = BENCH MARK DISK
 HB0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0448_STAMPING: I24-L2 RESET 1972
 HB0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0448+STABILITY: SURFACE MOTION
 HB0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0448+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 HB0448
 HB0448  HISTORY     - Date     Condition        Report By
 HB0448  HISTORY     - 1972     MONUMENTED       NGS
 HB0448  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 HB0448  HISTORY     - 20050601 GOOD             KYDT
 HB0448
 HB0448                          STATION DESCRIPTION
 HB0448
 HB0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HB0448'4 MI NW FROM PADUCAH.
 HB0448'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 45 AND
 HB0448'STATE ROUTE 305 IN PADUCAH, GO WESTERLY ON STATE ROUTE 305 FOR
 HB0448'2.0 MILES TO THE JUNCTION WITH COUNTY ROUTE 1420 (NOBLE ROAD)
 HB0448'WHERE STATE ROUTE 305 BEARS LEFT.  HERE CONTINUE WESTERLY ON
 HB0448'NOBLE ROAD FOR 1.1 MILES TO THE MARK ON THE RIGHT, ABOUT 0.25
 HB0448'OF A MILE EAST OF THE INTERSTATE ROUTE 24 OVERPASS STRUCTURE
 HB0448'FOR THE NOBLE ROAD GRADE SEPERATION, 293 FEET WEST OF A
 HB0448'FIRE HYDRANT, 249 FEET WEST OF GUYED POWERLINE TRANSFORMER POLE
 HB0448'NO. 29381, 231 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 HB0448'DRIVE, 94 FEET EAST-SOUTHEAST OF A GUYED POWERLINE POLE, 93 FEET
 HB0448'EAST-SOUTHEAST OF A SOUTHEAST FENCE CORNER POST, 87 FEET EAST
 HB0448'OF TELEPHONE CABLE RISER NO. 21, 74 FEET EAST OF THE APPROXIMATE
 HB0448'CENTER OF A GRAVELED DRIVE, 20 FEET NORTH OF THE APPROXIMATE
 HB0448'CENTER OF NOBLE ROAD, AND 1.0 FOOT EAST OF A METAL WITNESS POST
 HB0448'AND SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 HB0448'THE CONCRETE HEADWALL OF A 24-INCH CULVERT UNDER NOBLE ROAD,
 HB0448'AND IS NEAR THE SOUTHWEST CORNER OF THE HEADWALL.  THE DISK IS
 HB0448'STAMPED I24-L2 RESET 1972.
 HB0448
 HB0448                          STATION RECOVERY (2003)
 HB0448
 HB0448'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0448'24-INCH CULVER UNDER NOBLE ROAD NOT FOUND
 HB0448
 HB0448                          STATION RECOVERY (2005)
 HB0448
 HB0448'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0446 ***********************************************************************
 HB0446  DESIGNATION -  I24 L 2 RM
 HB0446  PID         -  HB0446
 HB0446  STATE/COUNTY-  KY/MCCRACKEN
 HB0446  USGS QUAD   -  PADUCAH WEST (1982)
 HB0446
 HB0446                         *CURRENT SURVEY CONTROL
 HB0446  ___________________________________________________________________
 HB0446* NAD 83(1986)-  37 06 26.     (N)    088 41 10.     (W)     SCALED    
 HB0446* NAVD 88     -       102.38   (+/-2cm)     335.9    (feet)  VERTCON   
 HB0446  ___________________________________________________________________
 HB0446  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HB0446
 HB0446  VERT ORDER  -  ? (See Below)
 HB0446
 HB0446.The horizontal coordinates were scaled from a topographic map and have
 HB0446.an estimated accuracy of +/- 6 seconds.
 HB0446
 HB0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0446.The vertical order pertains to the NGVD 29 superseded value.
 HB0446
 HB0446.The geoid height was determined by GEOID03.
 HB0446
 HB0446;                    North         East    Units  Estimated Accuracy
 HB0446;SPC KY1Z     - 1,090,000.    1,239,060.      MT  (+/- 180 meters Scaled)
 HB0446
 HB0446                          SUPERSEDED SURVEY CONTROL
 HB0446
 HB0446  NGVD 29 (??/??/??)  102.382  (m)          335.90   (f) ADJUSTED    ?  
 HB0446
 HB0446.Superseded values are not recommended for survey control.
 HB0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0446.See file dsdata.txt to determine how the superseded data were derived.
 HB0446
 HB0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG501080(NAD 83)
 HB0446_MARKER: Q = CHISELED SQUARE
 HB0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0446_SP_SET: STEP
 HB0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0446+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 HB0446
 HB0446  HISTORY     - Date     Condition        Report By
 HB0446  HISTORY     - 1965     MONUMENTED       PAS
 HB0446  HISTORY     - 1965     GOOD             PAS
 HB0446  HISTORY     - 20050601 GOOD             KYDT
 HB0446
 HB0446                          STATION DESCRIPTION
 HB0446
 HB0446'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0446'4 MI W FROM PADUCAH.
 HB0446'ABOUT 300 FEET EAST-SOUTHEAST OF I24-L2-1965, 47.0 FEET
 HB0446'SOUTHEAST OF ROAD AND DRIVEWAY INTERSECTION AND 13.0 FEET SOUTH
 HB0446'OF CENTER OF ROAD.  A CHISELED SQUARE ON NORTHEAST CORNER OF
 HB0446'FIRST STEP OF CONCRETE WALK LEADING TO MR. C.H. AMBERS RESIDENCE.
 HB0446
 HB0446                          STATION RECOVERY (2005)
 HB0446
 HB0446'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0446'HOUSE NOW USED FOR STORAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0288 ***********************************************************************
 HB0288  DESIGNATION -  I24 L 20
 HB0288  PID         -  HB0288
 HB0288  STATE/COUNTY-  KY/MCCRACKEN
 HB0288  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0288
 HB0288                         *CURRENT SURVEY CONTROL
 HB0288  ___________________________________________________________________
 HB0288* NAD 83(1986)-  37 00 27.     (N)    088 29 34.     (W)     SCALED    
 HB0288* NAVD 88     -       114.968  (meters)     377.19   (feet)  ADJUSTED  
 HB0288  ___________________________________________________________________
 HB0288  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HB0288  DYNAMIC HT  -         114.882 (meters)     376.91  (feet)  COMP
 HB0288  MODELED GRAV-     979,884.3   (mgal)                       NAVD 88
 HB0288
 HB0288  VERT ORDER  -  SECOND    CLASS 0
 HB0288
 HB0288.The horizontal coordinates were scaled from a topographic map and have
 HB0288.an estimated accuracy of +/- 6 seconds.
 HB0288
 HB0288.The orthometric height was determined by differential leveling
 HB0288.and adjusted by the National Geodetic Survey in June 1991..
 HB0288
 HB0288.The geoid height was determined by GEOID03.
 HB0288
 HB0288.The dynamic height is computed by dividing the NAVD 88
 HB0288.geopotential number by the normal gravity value computed on the
 HB0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0288.degrees latitude (g = 980.6199 gals.).
 HB0288
 HB0288.The modeled gravity was interpolated from observed gravity values.
 HB0288
 HB0288;                    North         East    Units  Estimated Accuracy
 HB0288;SPC KY1Z     - 1,078,410.    1,255,920.      MT  (+/- 180 meters Scaled)
 HB0288
 HB0288                          SUPERSEDED SURVEY CONTROL
 HB0288
 HB0288  NGVD 29 (??/??/??)  115.003  (m)          377.31   (f) ADJUSTED    2 0
 HB0288
 HB0288.Superseded values are not recommended for survey control.
 HB0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0288.See file dsdata.txt to determine how the superseded data were derived.
 HB0288
 HB0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF671967(NAD 83)
 HB0288_MARKER: DD = SURVEY DISK
 HB0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0288_STAMPING: I24-L20-1965
 HB0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0288+STABILITY: SURFACE MOTION
 HB0288
 HB0288  HISTORY     - Date     Condition        Report By
 HB0288  HISTORY     - 1965     MONUMENTED       PAS
 HB0288  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 HB0288
 HB0288                          STATION DESCRIPTION
 HB0288
 HB0288'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0288'2.2 MI E FROM REIDLAND.
 HB0288'ABOUT 0.66 MILE EAST ALONG CALVERT DRIVE FROM THE INTERSECTION
 HB0288'OF U.S. HIGHWAY 68 AND CALVERT DRIVE, AT REIDLAND ELEMENTARY
 HB0288'SCHOOL, TO INTERSECTION WITH U.S. HIGHWAY 62, THENCE 1.40
 HB0288'MILES EAST ALONG U.S. HIGHWAY 62 TO MARK ON RIGHT, 97.8 FEET
 HB0288'SOUTH OF CENTER OF HIGHWAY, 33.5 FEET WEST OF CENTER OF ROAD,
 HB0288'16.3 FEET EAST OF POWER POLE, 13.5 FEET WEST OF FENCE CORNER AND
 HB0288'1.4 FEET NORTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HB0288'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 HB0288'POST PROJECTING 4 INCHES AND STAMPED I24-L20-1965.
 HB0288
 HB0288                          STATION RECOVERY (2003)
 HB0288
 HB0288'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0288'CHANGE DESCRIPTION ON HOW TO FIND FROM  U.S. HIGHWAY 68  TO OLD BENTON
 HB0288'ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0289 ***********************************************************************
 HB0289  DESIGNATION -  I24 L 20 RM
 HB0289  PID         -  HB0289
 HB0289  STATE/COUNTY-  KY/MCCRACKEN
 HB0289  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0289
 HB0289                         *CURRENT SURVEY CONTROL
 HB0289  ___________________________________________________________________
 HB0289* NAD 83(1986)-  37 00 27.     (N)    088 29 34.     (W)     SCALED    
 HB0289* NAVD 88     -       114.71   (+/-2cm)     376.3    (feet)  VERTCON   
 HB0289  ___________________________________________________________________
 HB0289  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HB0289
 HB0289  VERT ORDER  -  ? (See Below)
 HB0289
 HB0289.The horizontal coordinates were scaled from a topographic map and have
 HB0289.an estimated accuracy of +/- 6 seconds.
 HB0289
 HB0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0289.The vertical order pertains to the NGVD 29 superseded value.
 HB0289
 HB0289.The geoid height was determined by GEOID03.
 HB0289
 HB0289;                    North         East    Units  Estimated Accuracy
 HB0289;SPC KY1Z     - 1,078,410.    1,255,920.      MT  (+/- 180 meters Scaled)
 HB0289
 HB0289                          SUPERSEDED SURVEY CONTROL
 HB0289
 HB0289  NGVD 29 (??/??/??)  114.740  (m)          376.44   (f) ADJUSTED    ?  
 HB0289
 HB0289.Superseded values are not recommended for survey control.
 HB0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0289.See file dsdata.txt to determine how the superseded data were derived.
 HB0289
 HB0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF671967(NAD 83)
 HB0289_MARKER: Q = CHISELED SQUARE
 HB0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0289_SP_SET: CULVERT
 HB0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0289
 HB0289  HISTORY     - Date     Condition        Report By
 HB0289  HISTORY     - 1965     MONUMENTED       PAS
 HB0289  HISTORY     - 1965     GOOD             PAS
 HB0289  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 HB0289
 HB0289                          STATION DESCRIPTION
 HB0289
 HB0289'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0289'2.2 MI E FROM REIDLAND.
 HB0289'ABOUT 68 FEET NORTH OF I24-L20 AND 46.0 FEET SOUTHWEST OF CENTER
 HB0289'OF CROSSROADS.  A CHISELED SQUARE ON THE SOUTHEAST CORNER OF
 HB0289'THE EAST END OF CONCRETE HEADWALL OVER CULVERT.
 HB0289
 HB0289                          STATION RECOVERY (2003)
 HB0289
 HB0289'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0289'CORNER OF HEADWALL OVER CULVERT DESTROYED IN VICINITY OF MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0290 ***********************************************************************
 HB0290  DESIGNATION -  I24 L 21
 HB0290  PID         -  HB0290
 HB0290  STATE/COUNTY-  KY/MARSHALL
 HB0290  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0290
 HB0290                         *CURRENT SURVEY CONTROL
 HB0290  ___________________________________________________________________
 HB0290* NAD 83(1986)-  37 00 26.     (N)    088 28 05.     (W)     SCALED    
 HB0290* NAVD 88     -       110.721  (meters)     363.26   (feet)  ADJUSTED  
 HB0290  ___________________________________________________________________
 HB0290  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 HB0290  DYNAMIC HT  -         110.638 (meters)     362.98  (feet)  COMP
 HB0290  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 HB0290
 HB0290  VERT ORDER  -  SECOND    CLASS 0
 HB0290
 HB0290.The horizontal coordinates were scaled from a topographic map and have
 HB0290.an estimated accuracy of +/- 6 seconds.
 HB0290
 HB0290.The orthometric height was determined by differential leveling
 HB0290.and adjusted by the National Geodetic Survey in June 1991..
 HB0290
 HB0290.The geoid height was determined by GEOID03.
 HB0290
 HB0290.The dynamic height is computed by dividing the NAVD 88
 HB0290.geopotential number by the normal gravity value computed on the
 HB0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0290.degrees latitude (g = 980.6199 gals.).
 HB0290
 HB0290.The modeled gravity was interpolated from observed gravity values.
 HB0290
 HB0290;                    North         East    Units  Estimated Accuracy
 HB0290;SPC KY1Z     - 1,078,320.    1,258,110.      MT  (+/- 180 meters Scaled)
 HB0290
 HB0290                          SUPERSEDED SURVEY CONTROL
 HB0290
 HB0290  NGVD 29 (??/??/??)  110.759  (m)          363.38   (f) ADJUSTED    2 0
 HB0290
 HB0290.Superseded values are not recommended for survey control.
 HB0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0290.See file dsdata.txt to determine how the superseded data were derived.
 HB0290
 HB0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF693966(NAD 83)
 HB0290_MARKER: DD = SURVEY DISK
 HB0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0290_STAMPING: I24-L21-1965
 HB0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0290+STABILITY: SURFACE MOTION
 HB0290
 HB0290  HISTORY     - Date     Condition        Report By
 HB0290  HISTORY     - 1965     MONUMENTED       PAS
 HB0290
 HB0290                          STATION DESCRIPTION
 HB0290
 HB0290'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0290'2 MI W FROM POSSUM TROT.
 HB0290'ABOUT 2.00 MILES WEST ALONG U.S. HIGHWAY 62 FROM POSSUM TROT,
 HB0290'KENTUCKY TO MARK ON RIGHT, 97.3 FEET NORTH FROM INTERSECTION OF
 HB0290'CROSSROADS, 70.0 FEET SOUTH OF SOUTHWEST CORNER OF ONE
 HB0290'STORY FRAME HOUSE, 28.3 FEET EAST OF CENTER OF ROAD AND 1.4
 HB0290'FEET SOUTH-SOUTHEAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HB0290'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 HB0290'POST FLUSH WITH GROUND AND STAMPED I24-L21-1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0152 ***********************************************************************
 GD0152  DESIGNATION -  I24 L 21 A
 GD0152  PID         -  GD0152
 GD0152  STATE/COUNTY-  KY/MARSHALL
 GD0152  USGS QUAD   -  ELVA (1982)
 GD0152
 GD0152                         *CURRENT SURVEY CONTROL
 GD0152  ___________________________________________________________________
 GD0152* NAD 83(1986)-  36 59 44.     (N)    088 28 00.     (W)     SCALED    
 GD0152* NAVD 88     -       122.440  (meters)     401.71   (feet)  ADJUSTED  
 GD0152  ___________________________________________________________________
 GD0152  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GD0152  DYNAMIC HT  -         122.348 (meters)     401.40  (feet)  COMP
 GD0152  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 GD0152
 GD0152  VERT ORDER  -  SECOND    CLASS 0
 GD0152
 GD0152.The horizontal coordinates were scaled from a topographic map and have
 GD0152.an estimated accuracy of +/- 6 seconds.
 GD0152
 GD0152.The orthometric height was determined by differential leveling
 GD0152.and adjusted by the National Geodetic Survey in June 1991..
 GD0152
 GD0152.The geoid height was determined by GEOID03.
 GD0152
 GD0152.The dynamic height is computed by dividing the NAVD 88
 GD0152.geopotential number by the normal gravity value computed on the
 GD0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0152.degrees latitude (g = 980.6199 gals.).
 GD0152
 GD0152.The modeled gravity was interpolated from observed gravity values.
 GD0152
 GD0152;                    North         East    Units  Estimated Accuracy
 GD0152;SPC KY1Z     - 1,077,020.    1,258,200.      MT  (+/- 180 meters Scaled)
 GD0152
 GD0152                          SUPERSEDED SURVEY CONTROL
 GD0152
 GD0152  NGVD 29 (??/??/??)  122.478  (m)          401.83   (f) ADJUSTED    2 0
 GD0152
 GD0152.Superseded values are not recommended for survey control.
 GD0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0152.See file dsdata.txt to determine how the superseded data were derived.
 GD0152
 GD0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF694953(NAD 83)
 GD0152_MARKER: DD = SURVEY DISK
 GD0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0152_STAMPING: I24-L21A-1965
 GD0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0152+STABILITY: SURFACE MOTION
 GD0152
 GD0152  HISTORY     - Date     Condition        Report By
 GD0152  HISTORY     - 1965     MONUMENTED       KYHD
 GD0152
 GD0152                          STATION DESCRIPTION
 GD0152
 GD0152'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965
 GD0152'2.2 MI WSW FROM POSSUM TROT.
 GD0152'ABOUT 2.00 MILES WEST ALONG U.S. HIGHWAY 62 FROM POSSUM TROT,
 GD0152'KENTUCKY TO JUNCTION WITH STATE HIGHWAY 1042, THENCE SOUTH ALONG
 GD0152'STATE HIGHWAY 1042 FOR 0.80 MILE TO MARK ON RIGHT, 94.6 FEET
 GD0152'SOUTHWEST OF SOUTHWEST CORNER OF ONE AND ONE-HALF STORY FRAME
 GD0152'HOUSE, 28.3 FEET WEST OF CENTER OF ROAD AND DRIVE AND 1.4 FEET
 GD0152'EAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 GD0152'HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 GD0152'4 INCHES AND STAMPED I24-L21A-1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0292 ***********************************************************************
 HB0292  DESIGNATION -  I24 L 21 RM
 HB0292  PID         -  HB0292
 HB0292  STATE/COUNTY-  KY/MARSHALL
 HB0292  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0292
 HB0292                         *CURRENT SURVEY CONTROL
 HB0292  ___________________________________________________________________
 HB0292* NAD 83(1986)-  37 00 26.     (N)    088 28 03.     (W)     SCALED    
 HB0292* NAVD 88     -       108.61   (+/-2cm)     356.3    (feet)  VERTCON   
 HB0292  ___________________________________________________________________
 HB0292  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 HB0292
 HB0292  VERT ORDER  -  ? (See Below)
 HB0292
 HB0292.The horizontal coordinates were scaled from a topographic map and have
 HB0292.an estimated accuracy of +/- 6 seconds.
 HB0292
 HB0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0292.The vertical order pertains to the NGVD 29 superseded value.
 HB0292
 HB0292.The geoid height was determined by GEOID03.
 HB0292
 HB0292;                    North         East    Units  Estimated Accuracy
 HB0292;SPC KY1Z     - 1,078,310.    1,258,160.      MT  (+/- 180 meters Scaled)
 HB0292
 HB0292                          SUPERSEDED SURVEY CONTROL
 HB0292
 HB0292  NGVD 29 (??/??/??)  108.644  (m)          356.44   (f) ADJUSTED    ?  
 HB0292
 HB0292.Superseded values are not recommended for survey control.
 HB0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0292.See file dsdata.txt to determine how the superseded data were derived.
 HB0292
 HB0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF694966(NAD 83)
 HB0292_MARKER: Q = CHISELED SQUARE
 HB0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0292_SP_SET: CULVERT
 HB0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0292
 HB0292  HISTORY     - Date     Condition        Report By
 HB0292  HISTORY     - 1965     MONUMENTED       PAS
 HB0292  HISTORY     - 1965     GOOD             PAS
 HB0292
 HB0292                          STATION DESCRIPTION
 HB0292
 HB0292'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0292'2 MI W FROM POSSUM TROT.
 HB0292'ABOUT 160.0 FEET EACH OF I24-L21.  A CHISELED SQUARE IN THE
 HB0292'CENTER OF THE WEST END OF CONCRETE CULVERT AND ABOUT 12 FEET
 HB0292'LOWER THAN CENTER OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0294 ***********************************************************************
 HB0294  DESIGNATION -  I24 L 22
 HB0294  PID         -  HB0294
 HB0294  STATE/COUNTY-  KY/MARSHALL
 HB0294  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0294
 HB0294                         *CURRENT SURVEY CONTROL
 HB0294  ___________________________________________________________________
 HB0294* NAD 83(1986)-  37 00 23.     (N)    088 27 09.     (W)     SCALED    
 HB0294* NAVD 88     -       113.825  (meters)     373.44   (feet)  ADJUSTED  
 HB0294  ___________________________________________________________________
 HB0294  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 HB0294  DYNAMIC HT  -         113.740 (meters)     373.16  (feet)  COMP
 HB0294  MODELED GRAV-     979,884.3   (mgal)                       NAVD 88
 HB0294
 HB0294  VERT ORDER  -  SECOND    CLASS 0
 HB0294
 HB0294.The horizontal coordinates were scaled from a topographic map and have
 HB0294.an estimated accuracy of +/- 6 seconds.
 HB0294
 HB0294.The orthometric height was determined by differential leveling
 HB0294.and adjusted by the National Geodetic Survey in June 1991..
 HB0294
 HB0294.The geoid height was determined by GEOID03.
 HB0294
 HB0294.The dynamic height is computed by dividing the NAVD 88
 HB0294.geopotential number by the normal gravity value computed on the
 HB0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0294.degrees latitude (g = 980.6199 gals.).
 HB0294
 HB0294.The modeled gravity was interpolated from observed gravity values.
 HB0294
 HB0294;                    North         East    Units  Estimated Accuracy
 HB0294;SPC KY1Z     - 1,078,180.    1,259,500.      MT  (+/- 180 meters Scaled)
 HB0294
 HB0294                          SUPERSEDED SURVEY CONTROL
 HB0294
 HB0294  NGVD 29 (??/??/??)  113.866  (m)          373.58   (f) ADJUSTED    2 0
 HB0294
 HB0294.Superseded values are not recommended for survey control.
 HB0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0294.See file dsdata.txt to determine how the superseded data were derived.
 HB0294
 HB0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF707965(NAD 83)
 HB0294_MARKER: DD = SURVEY DISK
 HB0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0294_STAMPING: I24-L22-1965
 HB0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0294+STABILITY: SURFACE MOTION
 HB0294
 HB0294  HISTORY     - Date     Condition        Report By
 HB0294  HISTORY     - 1965     MONUMENTED       PAS
 HB0294
 HB0294                          STATION DESCRIPTION
 HB0294
 HB0294'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0294'1 MI W FROM POSSUM TROT.
 HB0294'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 62 FROM POSSUM TROT,
 HB0294'KENTUCKY TO MARK ON LEFT, 126.0 FEET SOUTHEAST OF CENTER OF
 HB0294'CROSSROADS, 42.0 FEET EAST OF CENTER OF GRAVEL ROAD, 2.0 FEET
 HB0294'WEST OF FENCE CORNER AND 1.7 FEET NORTH OF METAL WITNESS POST
 HB0294'AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0293 ***********************************************************************
 HB0293  DESIGNATION -  I24 L 22 RM
 HB0293  PID         -  HB0293
 HB0293  STATE/COUNTY-  KY/MARSHALL
 HB0293  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0293
 HB0293                         *CURRENT SURVEY CONTROL
 HB0293  ___________________________________________________________________
 HB0293* NAD 83(1986)-  37 00 23.     (N)    088 27 09.     (W)     SCALED    
 HB0293* NAVD 88     -       111.32   (+/-2cm)     365.2    (feet)  VERTCON   
 HB0293  ___________________________________________________________________
 HB0293  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 HB0293
 HB0293  VERT ORDER  -  ? (See Below)
 HB0293
 HB0293.The horizontal coordinates were scaled from a topographic map and have
 HB0293.an estimated accuracy of +/- 6 seconds.
 HB0293
 HB0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0293.The vertical order pertains to the NGVD 29 superseded value.
 HB0293
 HB0293.The geoid height was determined by GEOID03.
 HB0293
 HB0293;                    North         East    Units  Estimated Accuracy
 HB0293;SPC KY1Z     - 1,078,180.    1,259,500.      MT  (+/- 180 meters Scaled)
 HB0293
 HB0293                          SUPERSEDED SURVEY CONTROL
 HB0293
 HB0293  NGVD 29 (??/??/??)  111.356  (m)          365.34   (f) ADJUSTED    ?  
 HB0293
 HB0293.Superseded values are not recommended for survey control.
 HB0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0293.See file dsdata.txt to determine how the superseded data were derived.
 HB0293
 HB0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF707965(NAD 83)
 HB0293_MARKER: Q = CHISELED SQUARE
 HB0293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0293_SP_SET: ABUTMENT
 HB0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0293
 HB0293  HISTORY     - Date     Condition        Report By
 HB0293  HISTORY     - 1965     MONUMENTED       PAS
 HB0293  HISTORY     - 1965     GOOD             PAS
 HB0293
 HB0293                          STATION DESCRIPTION
 HB0293
 HB0293'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0293'1 MI W FROM POSSUM TROT.
 HB0293'ABOUT 242 FEET EAST OF I24-L22, 36.6 FEET SOUTH OF CENTER OF
 HB0293'U.S. HIGHWAY 62 AND ABOUT 6 FEET LOWER THAN HIGHWAY.  A CHISELED
 HB0293'SQUARE ON THE EAST CORNER OF THE EAST ABUTMENT OF A 6 BY 6 FOOT
 HB0293'CONCRETE CULVERT UNDER HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0296 ***********************************************************************
 HB0296  DESIGNATION -  I24 L 23
 HB0296  PID         -  HB0296
 HB0296  STATE/COUNTY-  KY/MARSHALL
 HB0296  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0296
 HB0296                         *CURRENT SURVEY CONTROL
 HB0296  ___________________________________________________________________
 HB0296* NAD 83(1986)-  37 00 24.     (N)    088 26 00.     (W)     SCALED    
 HB0296* NAVD 88     -       106.056  (meters)     347.95   (feet)  ADJUSTED  
 HB0296  ___________________________________________________________________
 HB0296  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 HB0296  DYNAMIC HT  -         105.977 (meters)     347.69  (feet)  COMP
 HB0296  MODELED GRAV-     979,884.5   (mgal)                       NAVD 88
 HB0296
 HB0296  VERT ORDER  -  SECOND    CLASS 0
 HB0296
 HB0296.The horizontal coordinates were scaled from a topographic map and have
 HB0296.an estimated accuracy of +/- 6 seconds.
 HB0296
 HB0296.The orthometric height was determined by differential leveling
 HB0296.and adjusted by the National Geodetic Survey in June 1991..
 HB0296
 HB0296.The geoid height was determined by GEOID03.
 HB0296
 HB0296.The dynamic height is computed by dividing the NAVD 88
 HB0296.geopotential number by the normal gravity value computed on the
 HB0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0296.degrees latitude (g = 980.6199 gals.).
 HB0296
 HB0296.The modeled gravity was interpolated from observed gravity values.
 HB0296
 HB0296;                    North         East    Units  Estimated Accuracy
 HB0296;SPC KY1Z     - 1,078,160.    1,261,200.      MT  (+/- 180 meters Scaled)
 HB0296
 HB0296                          SUPERSEDED SURVEY CONTROL
 HB0296
 HB0296  NGVD 29 (??/??/??)  106.098  (m)          348.09   (f) ADJUSTED    2 0
 HB0296
 HB0296.Superseded values are not recommended for survey control.
 HB0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0296.See file dsdata.txt to determine how the superseded data were derived.
 HB0296
 HB0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF724965(NAD 83)
 HB0296_MARKER: DD = SURVEY DISK
 HB0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0296_STAMPING: K24-L23-1965
 HB0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0296+STABILITY: SURFACE MOTION
 HB0296
 HB0296  HISTORY     - Date     Condition        Report By
 HB0296  HISTORY     - 1965     MONUMENTED       PAS
 HB0296  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0296  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0296
 HB0296                          STATION DESCRIPTION
 HB0296
 HB0296'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0296'AT POSSUM TROT.
 HB0296'AT POSSUM TROT, KENTUCKY, 93.4 FEET NORTHEAST OF INTERSECTION
 HB0296'OF U.S. HIGWAY 62 AND A GRAVELED ROAD, 68.9 FEET WEST OF GAS
 HB0296'PUMPS, 63.7 FEET SOUTHWEST OF SOUTHWEST CORNER OF T AND T
 HB0296'FISHING TACKLE AND SOUVENIR SHOP, 38.3 FEET EAST OF CENTER OF
 HB0296'GRAVELED ROAD AND 1.5 FEET SOUTH OF METAL WITNESS POST AND
 HB0296'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK IS
 HB0296'SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES AND STAMPED
 HB0296'I24-L23-1965.
 HB0296
 HB0296                          STATION RECOVERY (1978)
 HB0296
 HB0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0296'MARK NOT FOUND.
 HB0296
 HB0296                          STATION RECOVERY (1978)
 HB0296
 HB0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0295 ***********************************************************************
 HB0295  DESIGNATION -  I24 L 23 RM
 HB0295  PID         -  HB0295
 HB0295  STATE/COUNTY-  KY/MARSHALL
 HB0295  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0295
 HB0295                         *CURRENT SURVEY CONTROL
 HB0295  ___________________________________________________________________
 HB0295* NAD 83(1986)-  37 00 24.     (N)    088 26 00.     (W)     SCALED    
 HB0295* NAVD 88     -       106.34   (+/-2cm)     348.9    (feet)  VERTCON   
 HB0295  ___________________________________________________________________
 HB0295  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 HB0295
 HB0295  VERT ORDER  -  ? (See Below)
 HB0295
 HB0295.The horizontal coordinates were scaled from a topographic map and have
 HB0295.an estimated accuracy of +/- 6 seconds.
 HB0295
 HB0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0295.The vertical order pertains to the NGVD 29 superseded value.
 HB0295
 HB0295.The geoid height was determined by GEOID03.
 HB0295
 HB0295;                    North         East    Units  Estimated Accuracy
 HB0295;SPC KY1Z     - 1,078,160.    1,261,200.      MT  (+/- 180 meters Scaled)
 HB0295
 HB0295                          SUPERSEDED SURVEY CONTROL
 HB0295
 HB0295  NGVD 29 (??/??/??)  106.384  (m)          349.03   (f) ADJUSTED    ?  
 HB0295
 HB0295.Superseded values are not recommended for survey control.
 HB0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0295.See file dsdata.txt to determine how the superseded data were derived.
 HB0295
 HB0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF724965(NAD 83)
 HB0295_MARKER: Q = CHISELED SQUARE
 HB0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0295_SP_SET: GAS PUMP BASE
 HB0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0295
 HB0295  HISTORY     - Date     Condition        Report By
 HB0295  HISTORY     - 1965     MONUMENTED       PAS
 HB0295  HISTORY     - 1965     GOOD             PAS
 HB0295
 HB0295                          STATION DESCRIPTION
 HB0295
 HB0295'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0295'AT POSSUM TROT.
 HB0295'ABOUT 69.0 FEET EAST OF I24-L23 AND 37.1 FEET SOUTH OF THE
 HB0295'CENTER OF ENTRANCE DOOR TO T AND T FISHING TACKLE AND SOUVENIR
 HB0295'SHOP.  A CHISELED SQUARE ON THE NORTHWEST SIDE OF CONCRETE BASE
 HB0295'OF GAS PUMPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0297 ***********************************************************************
 HB0297  DESIGNATION -  I24 L 24
 HB0297  PID         -  HB0297
 HB0297  STATE/COUNTY-  KY/MARSHALL
 HB0297  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0297
 HB0297                         *CURRENT SURVEY CONTROL
 HB0297  ___________________________________________________________________
 HB0297* NAD 83(1986)-  37 00 19.     (N)    088 24 38.     (W)     SCALED    
 HB0297* NAVD 88     -       107.681  (meters)     353.28   (feet)  ADJUSTED  
 HB0297  ___________________________________________________________________
 HB0297  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HB0297  DYNAMIC HT  -         107.601 (meters)     353.02  (feet)  COMP
 HB0297  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 HB0297
 HB0297  VERT ORDER  -  SECOND    CLASS 0
 HB0297
 HB0297.The horizontal coordinates were scaled from a topographic map and have
 HB0297.an estimated accuracy of +/- 6 seconds.
 HB0297
 HB0297.The orthometric height was determined by differential leveling
 HB0297.and adjusted by the National Geodetic Survey in June 1991..
 HB0297
 HB0297.The geoid height was determined by GEOID03.
 HB0297
 HB0297.The dynamic height is computed by dividing the NAVD 88
 HB0297.geopotential number by the normal gravity value computed on the
 HB0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0297.degrees latitude (g = 980.6199 gals.).
 HB0297
 HB0297.The modeled gravity was interpolated from observed gravity values.
 HB0297
 HB0297;                    North         East    Units  Estimated Accuracy
 HB0297;SPC KY1Z     - 1,077,950.    1,263,220.      MT  (+/- 180 meters Scaled)
 HB0297
 HB0297                          SUPERSEDED SURVEY CONTROL
 HB0297
 HB0297  NGVD 29 (??/??/??)  107.727  (m)          353.43   (f) ADJUSTED    2 0
 HB0297
 HB0297.Superseded values are not recommended for survey control.
 HB0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0297.See file dsdata.txt to determine how the superseded data were derived.
 HB0297
 HB0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF744963(NAD 83)
 HB0297_MARKER: DD = SURVEY DISK
 HB0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0297_SP_SET: BRIDGE
 HB0297_STAMPING: I24-L24-1965
 HB0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0297
 HB0297  HISTORY     - Date     Condition        Report By
 HB0297  HISTORY     - 1965     MONUMENTED       PAS
 HB0297
 HB0297                          STATION DESCRIPTION
 HB0297
 HB0297'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0297'1 MI E FROM POSSUM TROT.
 HB0297'ABOUT 1.05 MILES EAST ALONG U.S. HIGHWAY 62 FROM POSSUM TROT,
 HB0297'KENTUCKY TO BRIDGE OVER ANGLE CREEK AND MARK ON RIGHT, 22.0
 HB0297'FEET SOUTH OF CENTER OF HIGHWAY.  A KENTUCKY DEPARTMENT OF
 HB0297'HIGHWAYS BENCH MARK DISK DRILLED IN THE SOUTHWEST END OF BRIDGE
 HB0297'OVER ANGLE CREEK AND STAMPED I24-L24-1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0298 ***********************************************************************
 HB0298  DESIGNATION -  I24 L 24 RM
 HB0298  PID         -  HB0298
 HB0298  STATE/COUNTY-  KY/MARSHALL
 HB0298  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0298
 HB0298                         *CURRENT SURVEY CONTROL
 HB0298  ___________________________________________________________________
 HB0298* NAD 83(1986)-  37 00 19.     (N)    088 24 38.     (W)     SCALED    
 HB0298* NAVD 88     -       107.69   (+/-2cm)     353.3    (feet)  VERTCON   
 HB0298  ___________________________________________________________________
 HB0298  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HB0298
 HB0298  VERT ORDER  -  ? (See Below)
 HB0298
 HB0298.The horizontal coordinates were scaled from a topographic map and have
 HB0298.an estimated accuracy of +/- 6 seconds.
 HB0298
 HB0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0298.The vertical order pertains to the NGVD 29 superseded value.
 HB0298
 HB0298.The geoid height was determined by GEOID03.
 HB0298
 HB0298;                    North         East    Units  Estimated Accuracy
 HB0298;SPC KY1Z     - 1,077,950.    1,263,220.      MT  (+/- 180 meters Scaled)
 HB0298
 HB0298                          SUPERSEDED SURVEY CONTROL
 HB0298
 HB0298  NGVD 29 (??/??/??)  107.738  (m)          353.47   (f) ADJUSTED    ?  
 HB0298
 HB0298.Superseded values are not recommended for survey control.
 HB0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0298.See file dsdata.txt to determine how the superseded data were derived.
 HB0298
 HB0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF744963(NAD 83)
 HB0298_MARKER: DR = REFERENCE MARK DISK
 HB0298_SETTING: 0 = UNSPECIFIED SETTING
 HB0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0298
 HB0298  HISTORY     - Date     Condition        Report By
 HB0298  HISTORY     - 1965     MONUMENTED       PAS
 HB0298  HISTORY     - 1965     GOOD             PAS
 HB0298
 HB0298                          STATION DESCRIPTION
 HB0298
 HB0298'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0298'AT POSSUM TROT.
 HB0298'NO DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0300 ***********************************************************************
 HB0300  DESIGNATION -  I24 L 25
 HB0300  PID         -  HB0300
 HB0300  STATE/COUNTY-  KY/MARSHALL
 HB0300  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0300
 HB0300                         *CURRENT SURVEY CONTROL
 HB0300  ___________________________________________________________________
 HB0300* NAD 83(1986)-  37 00 16.     (N)    088 23 38.     (W)     SCALED    
 HB0300* NAVD 88     -       111.359  (meters)     365.35   (feet)  ADJUSTED  
 HB0300  ___________________________________________________________________
 HB0300  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 HB0300  DYNAMIC HT  -         111.276 (meters)     365.08  (feet)  COMP
 HB0300  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 HB0300
 HB0300  VERT ORDER  -  SECOND    CLASS 0
 HB0300
 HB0300.The horizontal coordinates were scaled from a topographic map and have
 HB0300.an estimated accuracy of +/- 6 seconds.
 HB0300
 HB0300.The orthometric height was determined by differential leveling
 HB0300.and adjusted by the National Geodetic Survey in June 1991..
 HB0300
 HB0300.The geoid height was determined by GEOID03.
 HB0300
 HB0300.The dynamic height is computed by dividing the NAVD 88
 HB0300.geopotential number by the normal gravity value computed on the
 HB0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0300.degrees latitude (g = 980.6199 gals.).
 HB0300
 HB0300.The modeled gravity was interpolated from observed gravity values.
 HB0300
 HB0300;                    North         East    Units  Estimated Accuracy
 HB0300;SPC KY1Z     - 1,077,820.    1,264,700.      MT  (+/- 180 meters Scaled)
 HB0300
 HB0300                          SUPERSEDED SURVEY CONTROL
 HB0300
 HB0300  NGVD 29 (??/??/??)  111.406  (m)          365.50   (f) ADJUSTED    2 0
 HB0300
 HB0300.Superseded values are not recommended for survey control.
 HB0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0300.See file dsdata.txt to determine how the superseded data were derived.
 HB0300
 HB0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF759962(NAD 83)
 HB0300_MARKER: DD = SURVEY DISK
 HB0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0300_STAMPING: I24-L25-1965
 HB0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0300+STABILITY: SURFACE MOTION
 HB0300
 HB0300  HISTORY     - Date     Condition        Report By
 HB0300  HISTORY     - 1965     MONUMENTED       PAS
 HB0300  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0300  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0300
 HB0300                          STATION DESCRIPTION
 HB0300
 HB0300'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0300'2 MI E FROM POSSUM TROT.
 HB0300'ABOUT 1.95 MILES EAST ALONG U.S. HIGHWAY 62 FROM POSSUM TROT,
 HB0300'KENTUCKY TO MARK ON RIGHT, 96.0 FEET SOUTHWEST FROM THE CENTER
 HB0300'OF A CROSSROAD, 36.6 FEET WEST OF CENTER OF GRAVELED ROAD,
 HB0300'19.5 FEET NORTHWEST OF TELEPHONE POLE 33 1/2 AND 2.1 FEET NORTH
 HB0300'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 HB0300'HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING
 HB0300'5 INCHES AND STAMPED I24-L25-1965.
 HB0300
 HB0300                          STATION RECOVERY (1978)
 HB0300
 HB0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0300'MARK NOT FOUND.
 HB0300
 HB0300                          STATION RECOVERY (1978)
 HB0300
 HB0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0299 ***********************************************************************
 HB0299  DESIGNATION -  I24 L 25 RM
 HB0299  PID         -  HB0299
 HB0299  STATE/COUNTY-  KY/MARSHALL
 HB0299  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0299
 HB0299                         *CURRENT SURVEY CONTROL
 HB0299  ___________________________________________________________________
 HB0299* NAD 83(1986)-  37 00 16.     (N)    088 23 38.     (W)     SCALED    
 HB0299* NAVD 88     -       110.02   (+/-2cm)     361.0    (feet)  VERTCON   
 HB0299  ___________________________________________________________________
 HB0299  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 HB0299
 HB0299  VERT ORDER  -  ? (See Below)
 HB0299
 HB0299.The horizontal coordinates were scaled from a topographic map and have
 HB0299.an estimated accuracy of +/- 6 seconds.
 HB0299
 HB0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0299.The vertical order pertains to the NGVD 29 superseded value.
 HB0299
 HB0299.The geoid height was determined by GEOID03.
 HB0299
 HB0299;                    North         East    Units  Estimated Accuracy
 HB0299;SPC KY1Z     - 1,077,820.    1,264,700.      MT  (+/- 180 meters Scaled)
 HB0299
 HB0299                          SUPERSEDED SURVEY CONTROL
 HB0299
 HB0299  NGVD 29 (??/??/??)  110.069  (m)          361.12   (f) ADJUSTED    ?  
 HB0299
 HB0299.Superseded values are not recommended for survey control.
 HB0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0299.See file dsdata.txt to determine how the superseded data were derived.
 HB0299
 HB0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF759962(NAD 83)
 HB0299_MARKER: Q = CHISELED SQUARE
 HB0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0299_SP_SET: CULVERT
 HB0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0299
 HB0299  HISTORY     - Date     Condition        Report By
 HB0299  HISTORY     - 1965     MONUMENTED       PAS
 HB0299  HISTORY     - 1965     GOOD             PAS
 HB0299
 HB0299                          STATION DESCRIPTION
 HB0299
 HB0299'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0299'2 MI E FROM POSSUM TROT.
 HB0299'ABOUT 59.0 FEET NORTH OF I24-L25 AND 31.2 FEET SOUTH OF CENTER
 HB0299'OF HIGHWAY.  A CHISELED SQUARE ON THE SOUTHWEST CORNER OF THE
 HB0299'SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0301 ***********************************************************************
 HB0301  DESIGNATION -  I24 L 26
 HB0301  PID         -  HB0301
 HB0301  STATE/COUNTY-  KY/MARSHALL
 HB0301  USGS QUAD   -  CALVERT CITY (1993)
 HB0301
 HB0301                         *CURRENT SURVEY CONTROL
 HB0301  ___________________________________________________________________
 HB0301* NAD 83(1986)-  37 00 14.     (N)    088 22 08.     (W)     SCALED    
 HB0301* NAVD 88     -       129.583  (meters)     425.14   (feet)  ADJUSTED  
 HB0301  ___________________________________________________________________
 HB0301  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 HB0301  DYNAMIC HT  -         129.486 (meters)     424.82  (feet)  COMP
 HB0301  MODELED GRAV-     979,884.3   (mgal)                       NAVD 88
 HB0301
 HB0301  VERT ORDER  -  SECOND    CLASS 0
 HB0301
 HB0301.The horizontal coordinates were scaled from a topographic map and have
 HB0301.an estimated accuracy of +/- 6 seconds.
 HB0301
 HB0301.The orthometric height was determined by differential leveling
 HB0301.and adjusted by the National Geodetic Survey in June 1991..
 HB0301
 HB0301.The geoid height was determined by GEOID03.
 HB0301
 HB0301.The dynamic height is computed by dividing the NAVD 88
 HB0301.geopotential number by the normal gravity value computed on the
 HB0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0301.degrees latitude (g = 980.6199 gals.).
 HB0301
 HB0301.The modeled gravity was interpolated from observed gravity values.
 HB0301
 HB0301;                    North         East    Units  Estimated Accuracy
 HB0301;SPC KY1Z     - 1,077,690.    1,266,930.      MT  (+/- 180 meters Scaled)
 HB0301
 HB0301                          SUPERSEDED SURVEY CONTROL
 HB0301
 HB0301  NGVD 29 (??/??/??)  129.632  (m)          425.30   (f) ADJUSTED    2 0
 HB0301
 HB0301.Superseded values are not recommended for survey control.
 HB0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0301.See file dsdata.txt to determine how the superseded data were derived.
 HB0301
 HB0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF782961(NAD 83)
 HB0301_MARKER: DD = SURVEY DISK
 HB0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0301_STAMPING: I24-L26-1965
 HB0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0301+STABILITY: SURFACE MOTION
 HB0301
 HB0301  HISTORY     - Date     Condition        Report By
 HB0301  HISTORY     - 1965     MONUMENTED       PAS
 HB0301
 HB0301                          STATION DESCRIPTION
 HB0301
 HB0301'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0301'1.3 MI SSW FROM CALVERT CITY.
 HB0301'ABOUT 0.80 MILE WEST ALONG U.S. HIGHWAY 62 FROM ITS INTERSECTION
 HB0301'WITH STATE HIGHWAY 95 (1 MILE SOUTH OF CALVERT CITY, KENTUCKY)
 HB0301'TO MARK ON LEFT, 122.0 FEET SOUTHWEST FROM THE INTERSECTION OF
 HB0301'THE HIGHWAY AND A GRAVEL ROAD, 70.5 FEET EAST OF TELEPHONE POLE,
 HB0301'69.1 FEET WEST OF CENTERLINE OF A GRAVELED ROAD AND 2 FEET
 HB0301'NORTH OF A METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HB0301'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 HB0301'PROJECTING 5 INCHES AND STAMPED I24-L26-1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0302 ***********************************************************************
 HB0302  DESIGNATION -  I24 L 27
 HB0302  PID         -  HB0302
 HB0302  STATE/COUNTY-  KY/MARSHALL
 HB0302  USGS QUAD   -  CALVERT CITY (1993)
 HB0302
 HB0302                         *CURRENT SURVEY CONTROL
 HB0302  ___________________________________________________________________
 HB0302* NAD 83(1986)-  37 00 13.     (N)    088 20 36.     (W)     SCALED    
 HB0302* NAVD 88     -       109.937  (meters)     360.69   (feet)  ADJUSTED  
 HB0302  ___________________________________________________________________
 HB0302  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HB0302  DYNAMIC HT  -         109.855 (meters)     360.42  (feet)  COMP
 HB0302  MODELED GRAV-     979,883.6   (mgal)                       NAVD 88
 HB0302
 HB0302  VERT ORDER  -  SECOND    CLASS 0
 HB0302
 HB0302.The horizontal coordinates were scaled from a topographic map and have
 HB0302.an estimated accuracy of +/- 6 seconds.
 HB0302
 HB0302.The orthometric height was determined by differential leveling
 HB0302.and adjusted by the National Geodetic Survey in June 1991..
 HB0302
 HB0302.The geoid height was determined by GEOID03.
 HB0302
 HB0302.The dynamic height is computed by dividing the NAVD 88
 HB0302.geopotential number by the normal gravity value computed on the
 HB0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0302.degrees latitude (g = 980.6199 gals.).
 HB0302
 HB0302.The modeled gravity was interpolated from observed gravity values.
 HB0302
 HB0302;                    North         East    Units  Estimated Accuracy
 HB0302;SPC KY1Z     - 1,077,600.    1,269,200.      MT  (+/- 180 meters Scaled)
 HB0302
 HB0302                          SUPERSEDED SURVEY CONTROL
 HB0302
 HB0302  NGVD 29 (??/??/??)  109.990  (m)          360.86   (f) ADJUSTED    2 0
 HB0302
 HB0302.Superseded values are not recommended for survey control.
 HB0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0302.See file dsdata.txt to determine how the superseded data were derived.
 HB0302
 HB0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF804961(NAD 83)
 HB0302_MARKER: DD = SURVEY DISK
 HB0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0302_SP_SET: CULVERT
 HB0302_STAMPING: I24-L27-1965
 HB0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0302
 HB0302  HISTORY     - Date     Condition        Report By
 HB0302  HISTORY     - 1965     MONUMENTED       PAS
 HB0302
 HB0302                          STATION DESCRIPTION
 HB0302
 HB0302'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0302'1.2 MI SSE FROM CALVERT CITY.
 HB0302'ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 62 FROM ITS INTERSECTION
 HB0302'WITH STATE HIHWAY 95 (1 MILE SOUTH OF CALVERT CITY, KENTUCKY)
 HB0302'TO MARK ON RIGHT, 173.0 FEET NORTHWEST OF POWER POLE NUMBER
 HB0302'9 AND 24.3 FEET SOUTH OF CENTERLINE OF HIGHWAY.  A KENTUCKY
 HB0302'DEPARTMENT OF HIGHWAYS BENCH MARK DISK DRILLED IN THE CENTER OF
 HB0302'A 4 BY 12 FOOT CONCRETE BOX CULVERT AND STAMPED I24-L27-1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0303 ***********************************************************************
 HB0303  DESIGNATION -  I24 L 28
 HB0303  PID         -  HB0303
 HB0303  STATE/COUNTY-  KY/MARSHALL
 HB0303  USGS QUAD   -  CALVERT CITY (1993)
 HB0303
 HB0303                         *CURRENT SURVEY CONTROL
 HB0303  ___________________________________________________________________
 HB0303* NAD 83(1986)-  37 00 10.     (N)    088 19 37.     (W)     SCALED    
 HB0303* NAVD 88     -       106.307  (meters)     348.78   (feet)  ADJUSTED  
 HB0303  ___________________________________________________________________
 HB0303  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HB0303  DYNAMIC HT  -         106.228 (meters)     348.52  (feet)  COMP
 HB0303  MODELED GRAV-     979,882.6   (mgal)                       NAVD 88
 HB0303
 HB0303  VERT ORDER  -  SECOND    CLASS 0
 HB0303
 HB0303.The horizontal coordinates were scaled from a topographic map and have
 HB0303.an estimated accuracy of +/- 6 seconds.
 HB0303
 HB0303.The orthometric height was determined by differential leveling
 HB0303.and adjusted by the National Geodetic Survey in June 1991..
 HB0303
 HB0303.The geoid height was determined by GEOID03.
 HB0303
 HB0303.The dynamic height is computed by dividing the NAVD 88
 HB0303.geopotential number by the normal gravity value computed on the
 HB0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0303.degrees latitude (g = 980.6199 gals.).
 HB0303
 HB0303.The modeled gravity was interpolated from observed gravity values.
 HB0303
 HB0303;                    North         East    Units  Estimated Accuracy
 HB0303;SPC KY1Z     - 1,077,470.    1,270,660.      MT  (+/- 180 meters Scaled)
 HB0303
 HB0303                          SUPERSEDED SURVEY CONTROL
 HB0303
 HB0303  NGVD 29 (??/??/??)  106.362  (m)          348.96   (f) ADJUSTED    2 0
 HB0303
 HB0303.Superseded values are not recommended for survey control.
 HB0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0303.See file dsdata.txt to determine how the superseded data were derived.
 HB0303
 HB0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF819960(NAD 83)
 HB0303_MARKER: DD = SURVEY DISK
 HB0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0303_SP_SET: CULVERT
 HB0303_STAMPING: I24-L28-1965
 HB0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0303
 HB0303  HISTORY     - Date     Condition        Report By
 HB0303  HISTORY     - 1965     MONUMENTED       PAS
 HB0303
 HB0303                          STATION DESCRIPTION
 HB0303
 HB0303'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0303'1.8 MI SE FROM CALVERT CITY.
 HB0303'ABOUT 1.50 MILES EAST ALONG U.S. HIGHWAY 62 FROM ITS INTERSECTION
 HB0303'WITH STATE HIGHWAY 94 (1 MILE SOUTH OF CALVERT CITY) TO MARK
 HB0303'ON RIGHT 25.3 FEET SOUTH OF CENTERLINE OF HIGHWAY.  A KENTUCKY
 HB0303'DEPARTMENT OF HIGHWAYS BENCH MARK DISK DRILLED IN THE CENTER OF THE
 HB0303'SOUTH HEADWALL OF A 3 BY 9 FOOT CONCRETE BOX CULVERT AND STAMPED
 HB0303'I24-L28-1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0304 ***********************************************************************
 HB0304  DESIGNATION -  I24 L 29
 HB0304  PID         -  HB0304
 HB0304  STATE/COUNTY-  KY/MARSHALL
 HB0304  USGS QUAD   -  CALVERT CITY (1993)
 HB0304
 HB0304                         *CURRENT SURVEY CONTROL
 HB0304  ___________________________________________________________________
 HB0304* NAD 83(1986)-  37 00 35.     (N)    088 18 24.     (W)     SCALED    
 HB0304* NAVD 88     -       105.218  (meters)     345.20   (feet)  ADJUSTED  
 HB0304  ___________________________________________________________________
 HB0304  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HB0304  DYNAMIC HT  -         105.140 (meters)     344.95  (feet)  COMP
 HB0304  MODELED GRAV-     979,882.9   (mgal)                       NAVD 88
 HB0304
 HB0304  VERT ORDER  -  SECOND    CLASS 0
 HB0304
 HB0304.This mark is at Gilbertsville Airport (M34)
 HB0304
 HB0304.The horizontal coordinates were scaled from a topographic map and have
 HB0304.an estimated accuracy of +/- 6 seconds.
 HB0304
 HB0304.The orthometric height was determined by differential leveling
 HB0304.and adjusted by the National Geodetic Survey in June 1991..
 HB0304
 HB0304.The geoid height was determined by GEOID03.
 HB0304
 HB0304.The dynamic height is computed by dividing the NAVD 88
 HB0304.geopotential number by the normal gravity value computed on the
 HB0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0304.degrees latitude (g = 980.6199 gals.).
 HB0304
 HB0304.The modeled gravity was interpolated from observed gravity values.
 HB0304
 HB0304;                    North         East    Units  Estimated Accuracy
 HB0304;SPC KY1Z     - 1,078,190.    1,272,480.      MT  (+/- 180 meters Scaled)
 HB0304
 HB0304                          SUPERSEDED SURVEY CONTROL
 HB0304
 HB0304  NGVD 29 (??/??/??)  105.277  (m)          345.40   (f) ADJUSTED    2 0
 HB0304
 HB0304.Superseded values are not recommended for survey control.
 HB0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0304.See file dsdata.txt to determine how the superseded data were derived.
 HB0304
 HB0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF837967(NAD 83)
 HB0304_MARKER: DD = SURVEY DISK
 HB0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0304_STAMPING: I24-L29-1965
 HB0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0304+STABILITY: SURFACE MOTION
 HB0304
 HB0304  HISTORY     - Date     Condition        Report By
 HB0304  HISTORY     - 1965     MONUMENTED       PAS
 HB0304
 HB0304                          STATION DESCRIPTION
 HB0304
 HB0304'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0304'1.9 MI W FROM KENTUCKY DAM.
 HB0304'ABOUT 1.50 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE WEST END OF
 HB0304'THE CONCRETE PORTION OF THE KENTUCKY DAM OVER THE TENNESSEE
 HB0304'RIVER TO A BLACK TOP ROAD LEADING TO KENTUCKY DAM AIRPORT, THENCE
 HB0304'0.45 MILE NORTH ALONG BLACK TOP ROAD TO HANGAR AT AIRPORT, THENCE
 HB0304'0.50 MILE WEST ALONG THE SOUTH SIDE OF RUNWAY TO A FENCE RUNNING
 HB0304'NORTH AND SOUTH AND MARK 243.0 FEET WEST-SOUTHWEST OF THE
 HB0304'SOUTHWEST CORNER OF THE PAVED RUNWAY, 5.3 FEET NORTH OF A 9
 HB0304'INCH HICKORY TREE AND 1.2 FEET EAST OF METAL WITNESS POST AND
 HB0304'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK IN
 HB0304'TOP OF A CONCRETE POST PROJECTING 5 INCHES AND STAMPED I24-L29-1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0451 ***********************************************************************
 HB0451  DESIGNATION -  I24 L 3 RESET
 HB0451  PID         -  HB0451
 HB0451  STATE/COUNTY-  KY/MCCRACKEN
 HB0451  USGS QUAD   -  PADUCAH WEST (1982)
 HB0451
 HB0451                         *CURRENT SURVEY CONTROL
 HB0451  ___________________________________________________________________
 HB0451* NAD 83(1986)-  37 05 52.     (N)    088 41 14.     (W)     SCALED    
 HB0451* NAVD 88     -       104.56   (meters)     343.0    (feet)  RESET     
 HB0451  ___________________________________________________________________
 HB0451  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HB0451
 HB0451  VERT ORDER  -  THIRD
 HB0451
 HB0451.The horizontal coordinates were scaled from a topographic map and have
 HB0451.an estimated accuracy of +/- 6 seconds.
 HB0451
 HB0451.The orthometric height was computed from unverified reset data.
 HB0451.No vertical observational check was made to the station.
 HB0451
 HB0451.The geoid height was determined by GEOID03.
 HB0451
 HB0451;                    North         East    Units  Estimated Accuracy
 HB0451;SPC KY1Z     - 1,088,950.    1,238,930.      MT  (+/- 180 meters Scaled)
 HB0451
 HB0451                          SUPERSEDED SURVEY CONTROL
 HB0451
 HB0451  NGVD 29 (??/??/??)  104.547  (m)          343.00   (f) ADJUSTED    ?  
 HB0451
 HB0451.Superseded values are not recommended for survey control.
 HB0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0451.See file dsdata.txt to determine how the superseded data were derived.
 HB0451
 HB0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG500070(NAD 83)
 HB0451_MARKER: DB = BENCH MARK DISK
 HB0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0451_SP_SET: CULVERT
 HB0451_STAMPING: I-24 L-3 RESET 1971
 HB0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0451+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 HB0451
 HB0451  HISTORY     - Date     Condition        Report By
 HB0451  HISTORY     - 1971     MONUMENTED       NGS
 HB0451  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 HB0451  HISTORY     - 20050601 GOOD             KYDT
 HB0451
 HB0451                          STATION DESCRIPTION
 HB0451
 HB0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HB0451'3.5 MI NW FROM PADUCAH.
 HB0451'ABOUT 0.8 OF A MILE NORTH-NORTHEAST ALONG U.S. HIGHWAY 45 FROM
 HB0451'ITS JUNCTION WITH U.S. HIGHWAY 60 TO THE JUNCTION WITH STATE
 HB0451'ROUTE 305, THENCE LEFT WEST-SOUTHWESTERLY ON STATE ROUTE 305 FOR
 HB0451'3.05 MILES TO THE INTERSTATE ROUTE 24 INTERCHANGE AND THE MARK
 HB0451'ON THE RIGHT IN THE NORTHEAST ANGLE OF THE INTERCHANGE AS
 HB0451'DESCRIBED.  IT IS 452 FEET EAST OF THE APPROXIMATE CENTER OF THE
 HB0451'NORTHBOUND LANES OF INTERSTATE ROUTE 24, 150 FEET NORTH OF THE
 HB0451'APPROXIMATE CENTER OF RE-LOCATED STATE ROUTE 305, 74 FEET
 HB0451'NORTH OF THE APPROXIMATE CENTER OF AN ACCESS ROAD, AND 66 FEET
 HB0451'WEST-NORTHWEST OF A LARGE MANHOLE COVER.  IT IS A STANDARD DISK
 HB0451'CEMENTED IN A DRILL HOLE IN THE WEST END OF THE NORTH CONCRETE
 HB0451'HEADWALL OF A 10 X 5 FOOT CONCRETE CULVERT UNDER THE ACCESS
 HB0451'ROAD FOR STATE ROUTE 305 ONTO INTERSTATE ROUTE 24, AND THE DISK
 HB0451'IS STAMPED I-24 L-3 RESET 1971.
 HB0451
 HB0451                          STATION RECOVERY (2003)
 HB0451
 HB0451'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0451'MARK NOT FOUND.
 HB0451
 HB0451                          STATION RECOVERY (2005)
 HB0451
 HB0451'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0451'MARK IS 0.5 FOOT NORTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0452 ***********************************************************************
 HB0452  DESIGNATION -  I24 L 3 RM
 HB0452  PID         -  HB0452
 HB0452  STATE/COUNTY-  KY/MCCRACKEN
 HB0452  USGS QUAD   -  PADUCAH WEST (1982)
 HB0452
 HB0452                         *CURRENT SURVEY CONTROL
 HB0452  ___________________________________________________________________
 HB0452* NAD 83(1986)-  37 05 52.     (N)    088 41 14.     (W)     SCALED    
 HB0452* NAVD 88     -       104.19   (+/-2cm)     341.8    (feet)  VERTCON   
 HB0452  ___________________________________________________________________
 HB0452  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HB0452
 HB0452  VERT ORDER  -  ? (See Below)
 HB0452
 HB0452.The horizontal coordinates were scaled from a topographic map and have
 HB0452.an estimated accuracy of +/- 6 seconds.
 HB0452
 HB0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0452.The vertical order pertains to the NGVD 29 superseded value.
 HB0452
 HB0452.The geoid height was determined by GEOID03.
 HB0452
 HB0452;                    North         East    Units  Estimated Accuracy
 HB0452;SPC KY1Z     - 1,088,950.    1,238,930.      MT  (+/- 180 meters Scaled)
 HB0452
 HB0452                          SUPERSEDED SURVEY CONTROL
 HB0452
 HB0452  NGVD 29 (??/??/??)  104.180  (m)          341.80   (f) ADJUSTED    ?  
 HB0452
 HB0452.Superseded values are not recommended for survey control.
 HB0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0452.See file dsdata.txt to determine how the superseded data were derived.
 HB0452
 HB0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG500070(NAD 83)
 HB0452_MARKER: S = SPIKE
 HB0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0452_SP_SET: POWER POLE
 HB0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0452
 HB0452  HISTORY     - Date     Condition        Report By
 HB0452  HISTORY     - 1965     MONUMENTED       PAS
 HB0452  HISTORY     - 1965     GOOD             PAS
 HB0452  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 HB0452
 HB0452                          STATION DESCRIPTION
 HB0452
 HB0452'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0452'3.6 MI NW FROM PADUCAH.
 HB0452'ABOUT 83 FEET SOUTHWEST AND ACROSS ROAD FROM I24-L3-1965 AND 25
 HB0452'FEET SOUTH OF CENTER OF ROAD.  A RAILROAD SPIKE SET IN THE
 HB0452'NORTHSIDE OF POWER POLE NO. 121 AND ABOUT 2.0 FEET ABOVE GROUND.
 HB0452
 HB0452                          STATION RECOVERY (2003)
 HB0452
 HB0452'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0305 ***********************************************************************
 HB0305  DESIGNATION -  I24 L 30
 HB0305  PID         -  HB0305
 HB0305  STATE/COUNTY-  KY/MARSHALL
 HB0305  USGS QUAD   -  CALVERT CITY (1993)
 HB0305
 HB0305                         *CURRENT SURVEY CONTROL
 HB0305  ___________________________________________________________________
 HB0305* NAD 83(1986)-  37 01 13.     (N)    088 17 16.     (W)     SCALED    
 HB0305* NAVD 88     -       105.634  (meters)     346.57   (feet)  ADJUSTED  
 HB0305  ___________________________________________________________________
 HB0305  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 HB0305  DYNAMIC HT  -         105.556 (meters)     346.31  (feet)  COMP
 HB0305  MODELED GRAV-     979,884.0   (mgal)                       NAVD 88
 HB0305
 HB0305  VERT ORDER  -  SECOND    CLASS 0
 HB0305
 HB0305.The horizontal coordinates were scaled from a topographic map and have
 HB0305.an estimated accuracy of +/- 6 seconds.
 HB0305
 HB0305.The orthometric height was determined by differential leveling
 HB0305.and adjusted by the National Geodetic Survey in June 1991..
 HB0305
 HB0305.The geoid height was determined by GEOID03.
 HB0305
 HB0305.The dynamic height is computed by dividing the NAVD 88
 HB0305.geopotential number by the normal gravity value computed on the
 HB0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0305.degrees latitude (g = 980.6199 gals.).
 HB0305
 HB0305.The modeled gravity was interpolated from observed gravity values.
 HB0305
 HB0305;                    North         East    Units  Estimated Accuracy
 HB0305;SPC KY1Z     - 1,079,310.    1,274,190.      MT  (+/- 180 meters Scaled)
 HB0305
 HB0305                          SUPERSEDED SURVEY CONTROL
 HB0305
 HB0305  NGVD 29 (??/??/??)  105.696  (m)          346.77   (f) ADJUSTED    2 0
 HB0305
 HB0305.Superseded values are not recommended for survey control.
 HB0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0305.See file dsdata.txt to determine how the superseded data were derived.
 HB0305
 HB0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF854978(NAD 83)
 HB0305_MARKER: DD = SURVEY DISK
 HB0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0305_STAMPING: I24-L30-1965
 HB0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0305+STABILITY: SURFACE MOTION
 HB0305
 HB0305  HISTORY     - Date     Condition        Report By
 HB0305  HISTORY     - 1965     MONUMENTED       PAS
 HB0305
 HB0305                          STATION DESCRIPTION
 HB0305
 HB0305'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0305'0.3 MI SE FROM GILBERTSVILLE.
 HB0305'ABOUT 0.30 MILE SOUTHEAST ALONG STATE HIGHWAY 282 FROM THE FIRST
 HB0305'BAPTIST CHURCH AT GILBERTSVILLE, KENTUCKY TO MARK ON LEFT,
 HB0305'33.0 FEET NORTH-NORTHEAST OF CENTER OF HIGHWAY AND DRIVE
 HB0305'LEADING TO A BARN, 15.0 FEET NORTHWEST OF FENCE CORNER AND
 HB0305'GATE POST, 8.6 FEET NORTHWEST OF CENTER OF DRIVE AND 1.3 FEET
 HB0305'SOUTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HB0305'OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 HB0305'PROJECTING 5 INCHES AND STAMPED I24-L30 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0307 ***********************************************************************
 HB0307  DESIGNATION -  I24 L 31
 HB0307  PID         -  HB0307
 HB0307  STATE/COUNTY-  KY/LIVINGSTON
 HB0307  USGS QUAD   -  CALVERT CITY (1993)
 HB0307
 HB0307                         *CURRENT SURVEY CONTROL
 HB0307  ___________________________________________________________________
 HB0307* NAD 83(1986)-  37 01 51.     (N)    088 16 32.     (W)     SCALED    
 HB0307* NAVD 88     -       110.087  (meters)     361.18   (feet)  ADJUSTED  
 HB0307  ___________________________________________________________________
 HB0307  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HB0307  DYNAMIC HT  -         110.005 (meters)     360.91  (feet)  COMP
 HB0307  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 HB0307
 HB0307  VERT ORDER  -  SECOND    CLASS 0
 HB0307
 HB0307.The horizontal coordinates were scaled from a topographic map and have
 HB0307.an estimated accuracy of +/- 6 seconds.
 HB0307
 HB0307.The orthometric height was determined by differential leveling
 HB0307.and adjusted by the National Geodetic Survey in June 1991..
 HB0307
 HB0307.The geoid height was determined by GEOID03.
 HB0307
 HB0307.The dynamic height is computed by dividing the NAVD 88
 HB0307.geopotential number by the normal gravity value computed on the
 HB0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0307.degrees latitude (g = 980.6199 gals.).
 HB0307
 HB0307.The modeled gravity was interpolated from observed gravity values.
 HB0307
 HB0307;                    North         East    Units  Estimated Accuracy
 HB0307;SPC KY1Z     - 1,080,450.    1,275,310.      MT  (+/- 180 meters Scaled)
 HB0307
 HB0307                          SUPERSEDED SURVEY CONTROL
 HB0307
 HB0307  NGVD 29 (??/??/??)  110.160  (m)          361.42   (f) ADJUSTED    2 0
 HB0307
 HB0307.Superseded values are not recommended for survey control.
 HB0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0307.See file dsdata.txt to determine how the superseded data were derived.
 HB0307
 HB0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF865990(NAD 83)
 HB0307_MARKER: DD = SURVEY DISK
 HB0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0307_STAMPING: I24-L31-1965
 HB0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0307+STABILITY: SURFACE MOTION
 HB0307
 HB0307  HISTORY     - Date     Condition        Report By
 HB0307  HISTORY     - 1965     MONUMENTED       PAS
 HB0307
 HB0307                          STATION DESCRIPTION
 HB0307
 HB0307'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0307'1.2 MI NNW FROM KENTUCKY DAM.
 HB0307'ABOUT 0.65 MILE NORTHWEST ALONG A PAVED ROAD FROM THE U.S.
 HB0307'HIGHWAY 62 BRIDGE OVER THE LOCK AT THE EAST END OF KENTUCKY
 HB0307'DAM TO A GRAVEL ROAD, THENCE 0.70 MILE NORTH ALONG GRAVEL ROAD
 HB0307'TO MARK ON LEFT, 70.6 FEET NORTH-NORTHEAST OF NORTHEAST CORNER
 HB0307'OF ONE STORY FRAME HOUSE, 36.4 FEET SOUTHEAST OF POWER POLE
 HB0307'NUMBER 13, 35.7 FEET NORTHWEST OF CENTER OF INTERSECTION OF
 HB0307'GRAVEL ROAD AND DIRT ROAD AND 1.2 FEET SOUTHEAST OF METAL
 HB0307'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HB0307'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 HB0307'4 INCHES AND STAMPED I24-L31-1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0308 ***********************************************************************
 HB0308  DESIGNATION -  I24 L 32
 HB0308  PID         -  HB0308
 HB0308  STATE/COUNTY-  KY/LIVINGSTON
 HB0308  USGS QUAD   -  CALVERT CITY (1993)
 HB0308
 HB0308                         *CURRENT SURVEY CONTROL
 HB0308  ___________________________________________________________________
 HB0308* NAD 83(1986)-  37 02 18.     (N)    088 16 01.     (W)     SCALED    
 HB0308* NAVD 88     -       145.614  (meters)     477.74   (feet)  ADJUSTED  
 HB0308  ___________________________________________________________________
 HB0308  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HB0308  DYNAMIC HT  -         145.506 (meters)     477.38  (feet)  COMP
 HB0308  MODELED GRAV-     979,886.4   (mgal)                       NAVD 88
 HB0308
 HB0308  VERT ORDER  -  SECOND    CLASS 0
 HB0308
 HB0308.The horizontal coordinates were scaled from a topographic map and have
 HB0308.an estimated accuracy of +/- 6 seconds.
 HB0308
 HB0308.The orthometric height was determined by differential leveling
 HB0308.and adjusted by the National Geodetic Survey in June 1991..
 HB0308
 HB0308.The geoid height was determined by GEOID03.
 HB0308
 HB0308.The dynamic height is computed by dividing the NAVD 88
 HB0308.geopotential number by the normal gravity value computed on the
 HB0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0308.degrees latitude (g = 980.6199 gals.).
 HB0308
 HB0308.The modeled gravity was interpolated from observed gravity values.
 HB0308
 HB0308;                    North         East    Units  Estimated Accuracy
 HB0308;SPC KY1Z     - 1,081,260.    1,276,100.      MT  (+/- 180 meters Scaled)
 HB0308
 HB0308                          SUPERSEDED SURVEY CONTROL
 HB0308
 HB0308  NGVD 29 (??/??/??)  145.687  (m)          477.97   (f) ADJUSTED    2 0
 HB0308
 HB0308.Superseded values are not recommended for survey control.
 HB0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0308.See file dsdata.txt to determine how the superseded data were derived.
 HB0308
 HB0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF873998(NAD 83)
 HB0308_MARKER: DD = SURVEY DISK
 HB0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0308_STAMPING: I24-L32-1965
 HB0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0308+STABILITY: SURFACE MOTION
 HB0308
 HB0308  HISTORY     - Date     Condition        Report By
 HB0308  HISTORY     - 1965     MONUMENTED       PAS
 HB0308
 HB0308                          STATION DESCRIPTION
 HB0308
 HB0308'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0308'1.3 MI NW FROM LAKE CITY.
 HB0308'ABOUT 1.30 MILES NORTHWEST ALONG STATE HIGHWAY 453 FROM ITS
 HB0308'INTERSECTION WITH U.S. HIGHWAYS 62 AND 641 TO MARK ON LEFT 102
 HB0308'FEET NORTHWEST OF CENTER OF INTERSECTION OF HIGHWAY AND A
 HB0308'GRAVEL ROAD, 65.5 FEET NORTHWEST OF A 20 INCH OAK TREE, 43.5
 HB0308'FEET WEST-SOUTHWEST OF CENTER OF HIGHWAY AND 2.3 FEET NORTHEAST
 HB0308'OF A METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 HB0308'HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 HB0308'PROJECTING 3 INCHES AND STAMPED I24-L32-1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0309 ***********************************************************************
 HB0309  DESIGNATION -  I24 L 33
 HB0309  PID         -  HB0309
 HB0309  STATE/COUNTY-  KY/LIVINGSTON
 HB0309  USGS QUAD   -  GRAND RIVERS (1993)
 HB0309
 HB0309                         *CURRENT SURVEY CONTROL
 HB0309  ___________________________________________________________________
 HB0309* NAD 83(1986)-  37 02 54.     (N)    088 14 47.     (W)     SCALED    
 HB0309* NAVD 88     -       106.653  (meters)     349.91   (feet)  ADJUSTED  
 HB0309  ___________________________________________________________________
 HB0309  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 HB0309  DYNAMIC HT  -         106.574 (meters)     349.65  (feet)  COMP
 HB0309  MODELED GRAV-     979,887.9   (mgal)                       NAVD 88
 HB0309
 HB0309  VERT ORDER  -  SECOND    CLASS 0
 HB0309
 HB0309.The horizontal coordinates were scaled from a topographic map and have
 HB0309.an estimated accuracy of +/- 6 seconds.
 HB0309
 HB0309.The orthometric height was determined by differential leveling
 HB0309.and adjusted by the National Geodetic Survey in June 1991..
 HB0309
 HB0309.The geoid height was determined by GEOID03.
 HB0309
 HB0309.The dynamic height is computed by dividing the NAVD 88
 HB0309.geopotential number by the normal gravity value computed on the
 HB0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0309.degrees latitude (g = 980.6199 gals.).
 HB0309
 HB0309.The modeled gravity was interpolated from observed gravity values.
 HB0309
 HB0309;                    North         East    Units  Estimated Accuracy
 HB0309;SPC KY1Z     - 1,082,330.    1,277,960.      MT  (+/- 180 meters Scaled)
 HB0309
 HB0309                          SUPERSEDED SURVEY CONTROL
 HB0309
 HB0309  NGVD 29 (??/??/??)  106.728  (m)          350.16   (f) ADJUSTED    2 0
 HB0309
 HB0309.Superseded values are not recommended for survey control.
 HB0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0309.See file dsdata.txt to determine how the superseded data were derived.
 HB0309
 HB0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG891009(NAD 83)
 HB0309_MARKER: DD = SURVEY DISK
 HB0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0309_STAMPING: I24-L33-1965
 HB0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0309+STABILITY: SURFACE MOTION
 HB0309
 HB0309  HISTORY     - Date     Condition        Report By
 HB0309  HISTORY     - 1965     MONUMENTED       PAS
 HB0309
 HB0309                          STATION DESCRIPTION
 HB0309
 HB0309'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0309'0.8 MI NE FROM LAKE CITY.
 HB0309'ABOUT 1.30 MILES NORTH ALONG STATE HIGHWAY 917 FROM ITS INTERSECTION
 HB0309'WITH U.S. HIGHWAYS 62 AND 641 (1 MILE EAST OF LAKE CITY) TO
 HB0309'A FARM ROAD LEADING TO REED FARM, THENCE 0.15 MILE NORTHWEST OF
 HB0309'A FORK IN ROAD, THENCE 0.35 MILE NORTHWEST TO A FENCE AND MARK
 HB0309'ON RIGHT 91.6 FEET NORTHEAST OF NORTH END OF METAL CULVERT, 42.0
 HB0309'FEET NORTH OF CENTER OF ROAD, 19.8 FEET NORTH-NORTHEAST OF 10
 HB0309'INCH MAPLE TREE AND 1.9 FEET NORTH OF METAL WITNESS POST AND
 HB0309'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HB0309'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES AND STAMPED
 HB0309'I24-L33-1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0310 ***********************************************************************
 HB0310  DESIGNATION -  I24 L 34
 HB0310  PID         -  HB0310
 HB0310  STATE/COUNTY-  KY/LIVINGSTON
 HB0310  USGS QUAD   -  GRAND RIVERS (1993)
 HB0310
 HB0310                         *CURRENT SURVEY CONTROL
 HB0310  ___________________________________________________________________
 HB0310* NAD 83(1986)-  37 03 22.     (N)    088 13 02.     (W)     SCALED    
 HB0310* NAVD 88     -       103.093  (meters)     338.23   (feet)  ADJUSTED  
 HB0310  ___________________________________________________________________
 HB0310  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HB0310  DYNAMIC HT  -         103.016 (meters)     337.98  (feet)  COMP
 HB0310  MODELED GRAV-     979,889.2   (mgal)                       NAVD 88
 HB0310
 HB0310  VERT ORDER  -  SECOND    CLASS 0
 HB0310
 HB0310.The horizontal coordinates were scaled from a topographic map and have
 HB0310.an estimated accuracy of +/- 6 seconds.
 HB0310
 HB0310.The orthometric height was determined by differential leveling
 HB0310.and adjusted by the National Geodetic Survey in June 1991..
 HB0310
 HB0310.The geoid height was determined by GEOID03.
 HB0310
 HB0310.The dynamic height is computed by dividing the NAVD 88
 HB0310.geopotential number by the normal gravity value computed on the
 HB0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0310.degrees latitude (g = 980.6199 gals.).
 HB0310
 HB0310.The modeled gravity was interpolated from observed gravity values.
 HB0310
 HB0310;                    North         East    Units  Estimated Accuracy
 HB0310;SPC KY1Z     - 1,083,120.    1,280,570.      MT  (+/- 180 meters Scaled)
 HB0310
 HB0310                          SUPERSEDED SURVEY CONTROL
 HB0310
 HB0310  NGVD 29 (??/??/??)  103.169  (m)          338.48   (f) ADJUSTED    2 0
 HB0310
 HB0310.Superseded values are not recommended for survey control.
 HB0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0310.See file dsdata.txt to determine how the superseded data were derived.
 HB0310
 HB0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG917017(NAD 83)
 HB0310_MARKER: DD = SURVEY DISK
 HB0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0310_STAMPING: I24-L34-1965
 HB0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0310+STABILITY: SURFACE MOTION
 HB0310
 HB0310  HISTORY     - Date     Condition        Report By
 HB0310  HISTORY     - 1965     MONUMENTED       PAS
 HB0310
 HB0310                          STATION DESCRIPTION
 HB0310
 HB0310'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0310'2.5 MI NE FROM LAKE CITY.
 HB0310'ABOUT 2.20 MILES NORTH ALONG STATE HIGHWAY 917 FROM ITS INTERSECTION
 HB0310'WITH U.S. HIGHWAYS 62 AND 641 (1 MILE EAST OF LAKE CITY) TO
 HB0310'A FARM ROAD, THENCE 0.90 MILE EAST ALONG FARM ROAD TO MARK ON
 HB0310'RIGHT.  MARK IS SITTING ON TOP OF OVERFLOW BANK ABOUT 100 FEET
 HB0310'WEST OF CUMBERLAND RIVER, 40.0 FEET WEST OF 24 INCH ASH TREE,
 HB0310'10.5 FEET SOUTH OF THE CENTER OF ROAD AND 2 FEET NORTH OF
 HB0310'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HB0310'TABLET SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 HB0310'AND STAMPED I24-L34-1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0218 ***********************************************************************
 HB0218  DESIGNATION -  I24 L 34 A
 HB0218  PID         -  HB0218
 HB0218  STATE/COUNTY-  KY/LIVINGSTON
 HB0218  USGS QUAD   -  GRAND RIVERS (1993)
 HB0218
 HB0218                         *CURRENT SURVEY CONTROL
 HB0218  ___________________________________________________________________
 HB0218* NAD 83(1986)-  37 01 00.     (N)    088 13 59.     (W)     SCALED    
 HB0218* NAVD 88     -       119.046  (meters)     390.57   (feet)  ADJUSTED  
 HB0218  ___________________________________________________________________
 HB0218  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HB0218  DYNAMIC HT  -         118.957 (meters)     390.28  (feet)  COMP
 HB0218  MODELED GRAV-     979,883.6   (mgal)                       NAVD 88
 HB0218
 HB0218  VERT ORDER  -  FIRST     CLASS I
 HB0218
 HB0218.The horizontal coordinates were scaled from a topographic map and have
 HB0218.an estimated accuracy of +/- 6 seconds.
 HB0218
 HB0218.The orthometric height was determined by differential leveling
 HB0218.and adjusted by the National Geodetic Survey in June 1991..
 HB0218
 HB0218.The geoid height was determined by GEOID03.
 HB0218
 HB0218.The dynamic height is computed by dividing the NAVD 88
 HB0218.geopotential number by the normal gravity value computed on the
 HB0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0218.degrees latitude (g = 980.6199 gals.).
 HB0218
 HB0218.The modeled gravity was interpolated from observed gravity values.
 HB0218
 HB0218;                    North         East    Units  Estimated Accuracy
 HB0218;SPC KY1Z     - 1,078,780.    1,279,050.      MT  (+/- 180 meters Scaled)
 HB0218
 HB0218                          SUPERSEDED SURVEY CONTROL
 HB0218
 HB0218  NGVD 29 (??/??/??)  119.117  (m)          390.80   (f) ADJUSTED    1 1
 HB0218
 HB0218.Superseded values are not recommended for survey control.
 HB0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0218.See file dsdata.txt to determine how the superseded data were derived.
 HB0218
 HB0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF903974(NAD 83)
 HB0218_MARKER: DD = SURVEY DISK
 HB0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0218_SP_SET: FOUNDATION
 HB0218_STAMPING: I-24 L-34A 1966
 HB0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0218
 HB0218  HISTORY     - Date     Condition        Report By
 HB0218  HISTORY     - 1966     MONUMENTED       PAS
 HB0218  HISTORY     - 1968     GOOD             CGS
 HB0218
 HB0218                          STATION DESCRIPTION
 HB0218
 HB0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0218'0.6 MI SW FROM BARKLEY DAM.
 HB0218'ABOUT 0.55 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0218'FROM THE NAVIGATION LOCK AT BARKLEY DAM, AT THE JUNCTION OF THE
 HB0218'MAIN TRACK AND A SIDETRACK, 0.1 MILE SOUTHWEST OF THE RAILROAD
 HB0218'STATION AT GRAND RIVERS, SET IN THE TOP OF THE NORTH CORNER OF
 HB0218'THE CONCRETE FOUNDATION FOR A SIGNAL GANTRY, 5 1/2 FEET SOUTHEAST
 HB0218'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 9 FEET NORTHWEST OF THE
 HB0218'NORTHWEST RAIL OF THE SIDETRACK, 129 FEET SOUTHEAST AND ACROSS
 HB0218'THE TRACKS FROM THE CENTERLINE OF A PAVED ROAD, AND ABOUT 1 FOOT
 HB0218'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0208 ***********************************************************************
 HB0208  DESIGNATION -  I24 L 34 B
 HB0208  PID         -  HB0208
 HB0208  STATE/COUNTY-  KY/LYON
 HB0208  USGS QUAD   -  GRAND RIVERS (1993)
 HB0208
 HB0208                         *CURRENT SURVEY CONTROL
 HB0208  ___________________________________________________________________
 HB0208* NAD 83(1986)-  37 01 59.     (N)    088 12 19.     (W)     SCALED    
 HB0208* NAVD 88     -       104.310  (meters)     342.22   (feet)  ADJUSTED  
 HB0208  ___________________________________________________________________
 HB0208  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HB0208  DYNAMIC HT  -         104.232 (meters)     341.97  (feet)  COMP
 HB0208  MODELED GRAV-     979,886.8   (mgal)                       NAVD 88
 HB0208
 HB0208  VERT ORDER  -  FIRST     CLASS I
 HB0208
 HB0208.The horizontal coordinates were scaled from a topographic map and have
 HB0208.an estimated accuracy of +/- 6 seconds.
 HB0208
 HB0208.The orthometric height was determined by differential leveling
 HB0208.and adjusted by the National Geodetic Survey in June 1991..
 HB0208
 HB0208.The geoid height was determined by GEOID03.
 HB0208
 HB0208.The dynamic height is computed by dividing the NAVD 88
 HB0208.geopotential number by the normal gravity value computed on the
 HB0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0208.degrees latitude (g = 980.6199 gals.).
 HB0208
 HB0208.The modeled gravity was interpolated from observed gravity values.
 HB0208
 HB0208;                    North         East    Units  Estimated Accuracy
 HB0208;SPC KY1Z     - 1,080,530.    1,281,570.      MT  (+/- 180 meters Scaled)
 HB0208
 HB0208                          SUPERSEDED SURVEY CONTROL
 HB0208
 HB0208  NGVD 29 (??/??/??)  104.379  (m)          342.45   (f) ADJUSTED    1 1
 HB0208
 HB0208.Superseded values are not recommended for survey control.
 HB0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0208.See file dsdata.txt to determine how the superseded data were derived.
 HB0208
 HB0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF928992(NAD 83)
 HB0208_MARKER: DD = SURVEY DISK
 HB0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0208_STAMPING: I-24 L-34B 1966
 HB0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0208+STABILITY: SURFACE MOTION
 HB0208
 HB0208  HISTORY     - Date     Condition        Report By
 HB0208  HISTORY     - 1966     MONUMENTED       PAS
 HB0208  HISTORY     - 1968     GOOD             CGS
 HB0208
 HB0208                          STATION DESCRIPTION
 HB0208
 HB0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0208'1.8 MI NE FROM BARKLEY DAM.
 HB0208'ABOUT 0.25 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0208'FROM THE NAVIGATION LOCK AT BARKLEY DAM, THENCE 0.8 MILE WEST
 HB0208'ALONG A PAVED ROAD, THENCE 0.8 MILE EAST ALONG U.S. HIGHWAYS 62
 HB0208'AND 641, 110 YARDS SOUTH OF THE CENTER OF A JUNCTION OF THE HIGHWAY
 HB0208'AND A GRAVELED ROAD, 18 FEET WEST OF THE CENTERLINE OF THE
 HB0208'GRAVELED ROAD, 61 1/2 FEET SOUTHWEST AND ACROSS THE ROAD FROM A
 HB0208'26-INCH OAK TREE, 2 1/2 FEET EAST OF A CORNER FENCE POST, 1.7
 HB0208'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 HB0208'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HB0208'2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0266 ***********************************************************************
 HB0266  DESIGNATION -  I24 L 34 C
 HB0266  PID         -  HB0266
 HB0266  STATE/COUNTY-  KY/LYON
 HB0266  USGS QUAD   -  GRAND RIVERS (1993)
 HB0266
 HB0266                         *CURRENT SURVEY CONTROL
 HB0266  ___________________________________________________________________
 HB0266* NAD 83(1986)-  37 02 53.     (N)    088 11 57.     (W)     SCALED    
 HB0266* NAVD 88     -       145.041  (meters)     475.86   (feet)  ADJUSTED  
 HB0266  ___________________________________________________________________
 HB0266  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HB0266  DYNAMIC HT  -         144.933 (meters)     475.50  (feet)  COMP
 HB0266  MODELED GRAV-     979,888.4   (mgal)                       NAVD 88
 HB0266
 HB0266  VERT ORDER  -  SECOND    CLASS 0
 HB0266
 HB0266.The horizontal coordinates were scaled from a topographic map and have
 HB0266.an estimated accuracy of +/- 6 seconds.
 HB0266
 HB0266.The orthometric height was determined by differential leveling
 HB0266.and adjusted by the National Geodetic Survey in June 1991..
 HB0266
 HB0266.The geoid height was determined by GEOID03.
 HB0266
 HB0266.The dynamic height is computed by dividing the NAVD 88
 HB0266.geopotential number by the normal gravity value computed on the
 HB0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0266.degrees latitude (g = 980.6199 gals.).
 HB0266
 HB0266.The modeled gravity was interpolated from observed gravity values.
 HB0266
 HB0266;                    North         East    Units  Estimated Accuracy
 HB0266;SPC KY1Z     - 1,082,180.    1,282,160.      MT  (+/- 180 meters Scaled)
 HB0266
 HB0266                          SUPERSEDED SURVEY CONTROL
 HB0266
 HB0266  NGVD 29 (??/??/??)  145.105  (m)          476.07   (f) ADJUSTED    2 0
 HB0266
 HB0266.Superseded values are not recommended for survey control.
 HB0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0266.See file dsdata.txt to determine how the superseded data were derived.
 HB0266
 HB0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG933008(NAD 83)
 HB0266_MARKER: DD = SURVEY DISK
 HB0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0266_STAMPING: I24-L34C 1966
 HB0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0266+STABILITY: SURFACE MOTION
 HB0266
 HB0266  HISTORY     - Date     Condition        Report By
 HB0266  HISTORY     - 1966     MONUMENTED       PAS
 HB0266
 HB0266                          STATION DESCRIPTION
 HB0266
 HB0266'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HB0266'3.6 MI W FROM KUTTAWA.
 HB0266'ABOUT 1.05 MILES EAST ALONG U.S. HIGHWAYS 62 AND 641 FROM THE
 HB0266'EAST END OF THE BRIDGE OVER CUMBERLAND RIVER TO CROSSROADS,
 HB0266'THENCE, ABOUT 1.10 MILES NORTH ALONG A GRAVEL ROAD TO MARK ON
 HB0266'RIGHT, 37.8 FEET EAST OF CENTER OF ROAD, 12.8 FEET NORTHEAST
 HB0266'OF TWIN TRUNK WHITE OAK TREE, 12.4 FEET NORTH OF FENCE CORNER AND
 HB0266'1.5 FEET NORTHWEST OF METAL WITNESS POST AND SIGN ON TOP OF BANK
 HB0266'ABOUT 4 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HB0266'BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 6 INCHES
 HB0266'AND STAMPED I24-L34C 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0267 ***********************************************************************
 HB0267  DESIGNATION -  I24 L 34 D
 HB0267  PID         -  HB0267
 HB0267  STATE/COUNTY-  KY/LYON
 HB0267  USGS QUAD   -  GRAND RIVERS (1993)
 HB0267
 HB0267                         *CURRENT SURVEY CONTROL
 HB0267  ___________________________________________________________________
 HB0267* NAD 83(1986)-  37 03 26.     (N)    088 11 57.     (W)     SCALED    
 HB0267* NAVD 88     -       139.641  (meters)     458.14   (feet)  ADJUSTED  
 HB0267  ___________________________________________________________________
 HB0267  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HB0267  DYNAMIC HT  -         139.537 (meters)     457.80  (feet)  COMP
 HB0267  MODELED GRAV-     979,889.0   (mgal)                       NAVD 88
 HB0267
 HB0267  VERT ORDER  -  SECOND    CLASS 0
 HB0267
 HB0267.The horizontal coordinates were scaled from a topographic map and have
 HB0267.an estimated accuracy of +/- 6 seconds.
 HB0267
 HB0267.The orthometric height was determined by differential leveling
 HB0267.and adjusted by the National Geodetic Survey in June 1991..
 HB0267
 HB0267.The geoid height was determined by GEOID03.
 HB0267
 HB0267.The dynamic height is computed by dividing the NAVD 88
 HB0267.geopotential number by the normal gravity value computed on the
 HB0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0267.degrees latitude (g = 980.6199 gals.).
 HB0267
 HB0267.The modeled gravity was interpolated from observed gravity values.
 HB0267
 HB0267;                    North         East    Units  Estimated Accuracy
 HB0267;SPC KY1Z     - 1,083,200.    1,282,180.      MT  (+/- 180 meters Scaled)
 HB0267
 HB0267                          SUPERSEDED SURVEY CONTROL
 HB0267
 HB0267  NGVD 29 (??/??/??)  139.705  (m)          458.35   (f) ADJUSTED    2 0
 HB0267
 HB0267.Superseded values are not recommended for survey control.
 HB0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0267.See file dsdata.txt to determine how the superseded data were derived.
 HB0267
 HB0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG933018(NAD 83)
 HB0267_MARKER: DD = SURVEY DISK
 HB0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0267_STAMPING: I24-L34D 1966
 HB0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0267+STABILITY: SURFACE MOTION
 HB0267
 HB0267  HISTORY     - Date     Condition        Report By
 HB0267  HISTORY     - 1966     MONUMENTED       PAS
 HB0267
 HB0267                          STATION DESCRIPTION
 HB0267
 HB0267'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HB0267'3.6 MI W FROM KUTTAWA.
 HB0267'ABOUT 1.05 MILES EAST ALONG U.S. HIGHWAYS 62 AND 641 FROM THE
 HB0267'EAST END OF THE BRIDGE OVER CUMBERLAND RIVER TO CROSSROADS,
 HB0267'THENCE, ABOUT 1.85 MILES NORTH ALONG A GRAVEL ROAD TO TOP OF
 HB0267'GRADE AND MARK ON LEFT, 18.0 FEET EAST OF CENTER OF ROAD, 8.0
 HB0267'FEET WEST OF A 12 IN WHITE OAK TREE, 4.3 FEET WEST OF FENCE
 HB0267'CORNER, 1.4 FEET NORTH OF FENCE AND 1.5 FEET WEST OF METAL
 HB0267'WITNESS POST AND SIGN, ON TOP OF BANK ABOUT 2 FEET HIGHER THAN
 HB0267'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HB0267'TOP OF A CONCRETE POST PROJECTING 6 INCHES AND STAMPED I24-L34D
 HB0267'1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0271 ***********************************************************************
 HB0271  DESIGNATION -  I24 L 35
 HB0271  PID         -  HB0271
 HB0271  STATE/COUNTY-  KY/LYON
 HB0271  USGS QUAD   -  GRAND RIVERS (1993)
 HB0271
 HB0271                         *CURRENT SURVEY CONTROL
 HB0271  ___________________________________________________________________
 HB0271* NAD 83(1986)-  37 03 48.     (N)    088 10 31.     (W)     SCALED    
 HB0271* NAVD 88     -       145.685  (meters)     477.97   (feet)  ADJUSTED  
 HB0271  ___________________________________________________________________
 HB0271  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 HB0271  DYNAMIC HT  -         145.577 (meters)     477.61  (feet)  COMP
 HB0271  MODELED GRAV-     979,887.8   (mgal)                       NAVD 88
 HB0271
 HB0271  VERT ORDER  -  SECOND    CLASS 0
 HB0271
 HB0271.The horizontal coordinates were scaled from a topographic map and have
 HB0271.an estimated accuracy of +/- 6 seconds.
 HB0271
 HB0271.The orthometric height was determined by differential leveling
 HB0271.and adjusted by the National Geodetic Survey in June 1991..
 HB0271
 HB0271.The geoid height was determined by GEOID03.
 HB0271
 HB0271.The dynamic height is computed by dividing the NAVD 88
 HB0271.geopotential number by the normal gravity value computed on the
 HB0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0271.degrees latitude (g = 980.6199 gals.).
 HB0271
 HB0271.The modeled gravity was interpolated from observed gravity values.
 HB0271
 HB0271;                    North         East    Units  Estimated Accuracy
 HB0271;SPC KY1Z     - 1,083,820.    1,284,320.      MT  (+/- 180 meters Scaled)
 HB0271
 HB0271                          SUPERSEDED SURVEY CONTROL
 HB0271
 HB0271  NGVD 29 (??/??/??)  145.749  (m)          478.18   (f) ADJUSTED    2 0
 HB0271
 HB0271.Superseded values are not recommended for survey control.
 HB0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0271.See file dsdata.txt to determine how the superseded data were derived.
 HB0271
 HB0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG955025(NAD 83)
 HB0271_MARKER: DD = SURVEY DISK
 HB0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0271_STAMPING: I24-L35 1966
 HB0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0271+STABILITY: SURFACE MOTION
 HB0271
 HB0271  HISTORY     - Date     Condition        Report By
 HB0271  HISTORY     - 1966     MONUMENTED       PAS
 HB0271
 HB0271                          STATION DESCRIPTION
 HB0271
 HB0271'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HB0271'2 MI W FROM KUTTAWA.
 HB0271'ABOUT 1.25 MILES NORTH ALONG SUWANEE FURNACE CHURCH ROAD FROM
 HB0271'THE ILLINOIS CENTRAL RAILROAD BRIDGE OVER U.S. HIGHWAYS 62 AND
 HB0271'641 IN SUWANEE TO PRIVATE DRIVE LEFT AND MARK ON LEFT, 59.7
 HB0271'FEET NORTHEAST OF POWER POLE, 30.6 FEET SOUTHEAST OF ROAD
 HB0271'INTERSECTION, 14.5 FEET SOUTHWEST OF 24 IN RED OAK TREE, 4.5
 HB0271'FEET WEST OF FENCE AND 1.5 FEET NORTH OF METAL WITNESS POST AND
 HB0271'SIGN, ON TOP OF BANK ABOUT 5 FEET HIGHER THAN ROAD.  A KENTUCKY
 HB0271'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 HB0271'POST PROJECTING 4 INCHES AND STAMPED I24-L35 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0276 ***********************************************************************
 HB0276  DESIGNATION -  I24 L 35 A
 HB0276  PID         -  HB0276
 HB0276  STATE/COUNTY-  KY/LYON
 HB0276  USGS QUAD   -  GRAND RIVERS (1993)
 HB0276
 HB0276                         *CURRENT SURVEY CONTROL
 HB0276  ___________________________________________________________________
 HB0276* NAD 83(1986)-  37 04 36.     (N)    088 09 32.     (W)     SCALED    
 HB0276* NAVD 88     -       146.707  (meters)     481.32   (feet)  ADJUSTED  
 HB0276  ___________________________________________________________________
 HB0276  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 HB0276  DYNAMIC HT  -         146.598 (meters)     480.96  (feet)  COMP
 HB0276  MODELED GRAV-     979,886.0   (mgal)                       NAVD 88
 HB0276
 HB0276  VERT ORDER  -  SECOND    CLASS 0
 HB0276
 HB0276.The horizontal coordinates were scaled from a topographic map and have
 HB0276.an estimated accuracy of +/- 6 seconds.
 HB0276
 HB0276.The orthometric height was determined by differential leveling
 HB0276.and adjusted by the National Geodetic Survey in June 1991..
 HB0276
 HB0276.The geoid height was determined by GEOID03.
 HB0276
 HB0276.The dynamic height is computed by dividing the NAVD 88
 HB0276.geopotential number by the normal gravity value computed on the
 HB0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0276.degrees latitude (g = 980.6199 gals.).
 HB0276
 HB0276.The modeled gravity was interpolated from observed gravity values.
 HB0276
 HB0276;                    North         East    Units  Estimated Accuracy
 HB0276;SPC KY1Z     - 1,085,260.    1,285,820.      MT  (+/- 180 meters Scaled)
 HB0276
 HB0276                          SUPERSEDED SURVEY CONTROL
 HB0276
 HB0276  NGVD 29 (??/??/??)  146.771  (m)          481.53   (f) ADJUSTED    2 0
 HB0276
 HB0276.Superseded values are not recommended for survey control.
 HB0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0276.See file dsdata.txt to determine how the superseded data were derived.
 HB0276
 HB0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG969040(NAD 83)
 HB0276_MARKER: DD = SURVEY DISK
 HB0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0276_SP_SET: CULVERT
 HB0276_STAMPING: I24-L35A 1966
 HB0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0276
 HB0276  HISTORY     - Date     Condition        Report By
 HB0276  HISTORY     - 1966     MONUMENTED       PAS
 HB0276
 HB0276                          STATION DESCRIPTION
 HB0276
 HB0276'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HB0276'1.5 MI NW FROM KUTTAWA.
 HB0276'ABOUT 0.40 MILE EAST ALONG U.S. HIGHWAYS 62 AND 641 FROM KUTTAWA
 HB0276'TO JUNCTION WITH STATE HIGHWAYS 93 AND 295, THENCE 1.70 MILES
 HB0276'NORTHWEST ALONG STATE HIGHWAY 93 TO T ROAD LEFT AND MARK ON
 HB0276'LEFT, 76.7 FEET NORTHWEST OF POWER POLE WITH TRANSFORMER, 22.8
 HB0276'FEET WEST OF ROAD INTERSECTION AND 18.2 FEET NORTHEAST OF FENCE
 HB0276'CORNER.  NO WITNESS POST SET AT THIS POINT.  A KENTUCKY
 HB0276'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN CENTER OF THE
 HB0276'SOUTH HEADWALL OF A CULVERT AND STAMPED I24-L35A 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0277 ***********************************************************************
 HB0277  DESIGNATION -  I24 L 36
 HB0277  PID         -  HB0277
 HB0277  STATE/COUNTY-  KY/LYON
 HB0277  USGS QUAD   -  GRAND RIVERS (1993)
 HB0277
 HB0277                         *CURRENT SURVEY CONTROL
 HB0277  ___________________________________________________________________
 HB0277* NAD 83(1986)-  37 04 22.     (N)    088 08 33.     (W)     SCALED    
 HB0277* NAVD 88     -       130.024  (meters)     426.59   (feet)  ADJUSTED  
 HB0277  ___________________________________________________________________
 HB0277  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 HB0277  DYNAMIC HT  -         129.927 (meters)     426.27  (feet)  COMP
 HB0277  MODELED GRAV-     979,883.9   (mgal)                       NAVD 88
 HB0277
 HB0277  VERT ORDER  -  SECOND    CLASS 0
 HB0277
 HB0277.The horizontal coordinates were scaled from a topographic map and have
 HB0277.an estimated accuracy of +/- 6 seconds.
 HB0277
 HB0277.The orthometric height was determined by differential leveling
 HB0277.and adjusted by the National Geodetic Survey in June 1991..
 HB0277
 HB0277.The geoid height was determined by GEOID03.
 HB0277
 HB0277.The dynamic height is computed by dividing the NAVD 88
 HB0277.geopotential number by the normal gravity value computed on the
 HB0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0277.degrees latitude (g = 980.6199 gals.).
 HB0277
 HB0277.The modeled gravity was interpolated from observed gravity values.
 HB0277
 HB0277;                    North         East    Units  Estimated Accuracy
 HB0277;SPC KY1Z     - 1,084,800.    1,287,270.      MT  (+/- 180 meters Scaled)
 HB0277
 HB0277                          SUPERSEDED SURVEY CONTROL
 HB0277
 HB0277  NGVD 29 (??/??/??)  130.090  (m)          426.80   (f) ADJUSTED    2 0
 HB0277
 HB0277.Superseded values are not recommended for survey control.
 HB0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0277.See file dsdata.txt to determine how the superseded data were derived.
 HB0277
 HB0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG984035(NAD 83)
 HB0277_MARKER: DD = SURVEY DISK
 HB0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0277_STAMPING: I24-L36 1966
 HB0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0277+STABILITY: SURFACE MOTION
 HB0277
 HB0277  HISTORY     - Date     Condition        Report By
 HB0277  HISTORY     - 1966     MONUMENTED       PAS
 HB0277
 HB0277                          STATION DESCRIPTION
 HB0277
 HB0277'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HB0277'1 MI N FROM KUTTAWA.
 HB0277'ABOUT 0.40 MILE EAST ALONG U.S. HIGHWAYS 62 AND 641 FROM KUTTAWA
 HB0277'TO JUNCTION WITH STATE HIGHWAYS 93 AND 295, THENCE, ABOUT 0.80
 HB0277'MILE NORTHWEST ALONG STATE HIGHWAY 93 TO FARM LANE RIGHT AND MARK
 HB0277'ON RIGHT, 71.8 FEET NORTH OF CENTER OF ROAD INTERSECTION, 14.6
 HB0277'FEET NORTHWEST OF CENTER OF ROAD AT GATE AND 1.1 FEET SOUTHWEST
 HB0277'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 HB0277'HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 HB0277'4 INCHES AND STAMPED I24-L36 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0195 ***********************************************************************
 HB0195  DESIGNATION -  I24 L 37 A
 HB0195  PID         -  HB0195
 HB0195  STATE/COUNTY-  KY/LYON
 HB0195  USGS QUAD   -  EDDYVILLE (1973)
 HB0195
 HB0195                         *CURRENT SURVEY CONTROL
 HB0195  ___________________________________________________________________
 HB0195* NAD 83(1986)-  37 03 32.     (N)    088 07 21.     (W)     SCALED    
 HB0195* NAVD 88     -       115.945  (meters)     380.40   (feet)  ADJUSTED  
 HB0195  ___________________________________________________________________
 HB0195  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 HB0195  DYNAMIC HT  -         115.859 (meters)     380.11  (feet)  COMP
 HB0195  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 HB0195
 HB0195  VERT ORDER  -  FIRST     CLASS I
 HB0195
 HB0195.The horizontal coordinates were scaled from a topographic map and have
 HB0195.an estimated accuracy of +/- 6 seconds.
 HB0195
 HB0195.The orthometric height was determined by differential leveling
 HB0195.and adjusted by the National Geodetic Survey in June 1991..
 HB0195
 HB0195.The geoid height was determined by GEOID03.
 HB0195
 HB0195.The dynamic height is computed by dividing the NAVD 88
 HB0195.geopotential number by the normal gravity value computed on the
 HB0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0195.degrees latitude (g = 980.6199 gals.).
 HB0195
 HB0195.The modeled gravity was interpolated from observed gravity values.
 HB0195
 HB0195;                    North         East    Units  Estimated Accuracy
 HB0195;SPC KY1Z     - 1,083,210.    1,289,000.      MT  (+/- 180 meters Scaled)
 HB0195
 HB0195                          SUPERSEDED SURVEY CONTROL
 HB0195
 HB0195  NGVD 29 (??/??/??)  116.015  (m)          380.63   (f) ADJUSTED    1 1
 HB0195
 HB0195.Superseded values are not recommended for survey control.
 HB0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0195.See file dsdata.txt to determine how the superseded data were derived.
 HB0195
 HB0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG002019(NAD 83)
 HB0195_MARKER: DD = SURVEY DISK
 HB0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0195_STAMPING: I-24 L-37A 1966
 HB0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0195+STABILITY: SURFACE MOTION
 HB0195
 HB0195  HISTORY     - Date     Condition        Report By
 HB0195  HISTORY     - 1966     MONUMENTED       PAS
 HB0195  HISTORY     - 1968     GOOD             CGS
 HB0195
 HB0195                          STATION DESCRIPTION
 HB0195
 HB0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0195'1.2 MI SE FROM KUTTAWA.
 HB0195'ABOUT 0.15 MILE NORTHWEST ALONG LAKESHORE DRIVE FROM THE KUTTAWA
 HB0195'METHODIST CHURCH AT KUTTAWA, THENCE 0.35 MILE NORTHEAST ALONG
 HB0195'U.S. HIGHWAY 62 AND 641, THENCE 0.75 MILE SOUTHEAST ALONG BARKLEY
 HB0195'LAKE DRIVE WHICH IS STATE HIGHWAY 295, 33 FEET WEST OF THE
 HB0195'CENTERLINE OF THE HIGHWAY, 65 YARDS NORTHEAST OF THE WATERLINE
 HB0195'OF BARKLEY LAKE, 85 FEET SOUTH OF THE EXTENDED CENTERLINE OF A
 HB0195'PRIVATE DRIVEWAY, 11 FEET SOUTHEAST OF THE CENTERLINE OF A TRACK
 HB0195'ROAD, 72 FEET WEST AND ACROSS THE HIGHWAY FROM A POWER POLE WHICH
 HB0195'BEARS A TRANSFORMER, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT
 HB0195'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HB0195'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 HB0195'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0278 ***********************************************************************
 HB0278  DESIGNATION -  I24 L 37 RM
 HB0278  PID         -  HB0278
 HB0278  STATE/COUNTY-  KY/LYON
 HB0278  USGS QUAD   -  GRAND RIVERS (1993)
 HB0278
 HB0278                         *CURRENT SURVEY CONTROL
 HB0278  ___________________________________________________________________
 HB0278* NAD 83(1986)-  37 04 04.     (N)    088 07 52.     (W)     SCALED    
 HB0278* NAVD 88     -       132.726  (meters)     435.45   (feet)  ADJUSTED  
 HB0278  ___________________________________________________________________
 HB0278  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 HB0278  DYNAMIC HT  -         132.627 (meters)     435.13  (feet)  COMP
 HB0278  MODELED GRAV-     979,882.6   (mgal)                       NAVD 88
 HB0278
 HB0278  VERT ORDER  -  SECOND    CLASS 0
 HB0278
 HB0278.The horizontal coordinates were scaled from a topographic map and have
 HB0278.an estimated accuracy of +/- 6 seconds.
 HB0278
 HB0278.The orthometric height was determined by differential leveling
 HB0278.and adjusted by the National Geodetic Survey in June 1991..
 HB0278
 HB0278.The geoid height was determined by GEOID03.
 HB0278
 HB0278.The dynamic height is computed by dividing the NAVD 88
 HB0278.geopotential number by the normal gravity value computed on the
 HB0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0278.degrees latitude (g = 980.6199 gals.).
 HB0278
 HB0278.The modeled gravity was interpolated from observed gravity values.
 HB0278
 HB0278;                    North         East    Units  Estimated Accuracy
 HB0278;SPC KY1Z     - 1,084,210.    1,288,260.      MT  (+/- 180 meters Scaled)
 HB0278
 HB0278                          SUPERSEDED SURVEY CONTROL
 HB0278
 HB0278  NGVD 29 (??/??/??)  132.791  (m)          435.67   (f) ADJUSTED    2 0
 HB0278
 HB0278.Superseded values are not recommended for survey control.
 HB0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0278.See file dsdata.txt to determine how the superseded data were derived.
 HB0278
 HB0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG994029(NAD 83)
 HB0278_MARKER: Q = CHISELED SQUARE
 HB0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0278_SP_SET: CULVERT
 HB0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0278
 HB0278  HISTORY     - Date     Condition        Report By
 HB0278  HISTORY     - 1966     MONUMENTED       PAS
 HB0278  HISTORY     - 1966     GOOD             PAS
 HB0278
 HB0278                          STATION DESCRIPTION
 HB0278
 HB0278'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HB0278'0.4 MI E FROM KUTTAWA.
 HB0278'ABOUT 0.40 MILE EAST ALONG U.S. HIGHWAYS 62 AND 641 FROM KUTTAWA
 HB0278'TO JUNCTION WITH STATE HIGHWAYS 93 AND 295, 183.5 FEET SOUTHWEST
 HB0278'OF I24-L37 1966 AND 39.8 FEET NORTHWEST OF CENTER OF U.S.
 HB0278'HIGHWAYS 62 AND 641.  A CHISELED SQUARE IN THE NORTHEAST CORNER
 HB0278'OF THE NORTH HEADWALL OF A CULVERT ABOUT 8 FEET LOWER THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0191 ***********************************************************************
 HB0191  DESIGNATION -  I24 L 38
 HB0191  PID         -  HB0191
 HB0191  STATE/COUNTY-  KY/LYON
 HB0191  USGS QUAD   -  EDDYVILLE (1973)
 HB0191
 HB0191                         *CURRENT SURVEY CONTROL
 HB0191  ___________________________________________________________________
 HB0191* NAD 83(1986)-  37 04 26.     (N)    088 06 02.     (W)     SCALED    
 HB0191* NAVD 88     -       116.059  (meters)     380.77   (feet)  ADJUSTED  
 HB0191  ___________________________________________________________________
 HB0191  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 HB0191  DYNAMIC HT  -         115.973 (meters)     380.49  (feet)  COMP
 HB0191  MODELED GRAV-     979,880.4   (mgal)                       NAVD 88
 HB0191
 HB0191  VERT ORDER  -  FIRST     CLASS I
 HB0191
 HB0191.The horizontal coordinates were scaled from a topographic map and have
 HB0191.an estimated accuracy of +/- 6 seconds.
 HB0191
 HB0191.The orthometric height was determined by differential leveling
 HB0191.and adjusted by the National Geodetic Survey in June 1991..
 HB0191
 HB0191.The geoid height was determined by GEOID03.
 HB0191
 HB0191.The dynamic height is computed by dividing the NAVD 88
 HB0191.geopotential number by the normal gravity value computed on the
 HB0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0191.degrees latitude (g = 980.6199 gals.).
 HB0191
 HB0191.The modeled gravity was interpolated from observed gravity values.
 HB0191
 HB0191;                    North         East    Units  Estimated Accuracy
 HB0191;SPC KY1Z     - 1,084,820.    1,291,000.      MT  (+/- 180 meters Scaled)
 HB0191
 HB0191                          SUPERSEDED SURVEY CONTROL
 HB0191
 HB0191  NGVD 29 (??/??/??)  116.128  (m)          381.00   (f) ADJUSTED    1 1
 HB0191
 HB0191.Superseded values are not recommended for survey control.
 HB0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0191.See file dsdata.txt to determine how the superseded data were derived.
 HB0191
 HB0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG021036(NAD 83)
 HB0191_MARKER: DD = SURVEY DISK
 HB0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0191_STAMPING: I-24 L-38 1966
 HB0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0191+STABILITY: SURFACE MOTION
 HB0191
 HB0191  HISTORY     - Date     Condition        Report By
 HB0191  HISTORY     - 1966     MONUMENTED       PAS
 HB0191  HISTORY     - 1968     GOOD             CGS
 HB0191
 HB0191                          STATION DESCRIPTION
 HB0191
 HB0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0191'1.8 MI SW FROM EDDYVILLE.
 HB0191'ABOUT 0.1 MILE SOUTHEAST ALONG EAST MAIN STREET, THENCE 1.0 MILE
 HB0191'SOUTHWEST ALONG U.S. HIGHWAY 62 AND 641, THENCE 0.65 MILE
 HB0191'SOUTHWEST ALONG BARKLEY LAKE DRIVE WHICH IS STATE HIGHWAY 295,
 HB0191'0.05 MILE NORTH OF A CROSSING OF THE HIGHWAY AND A POWER LINE,
 HB0191'47 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 105 FEET SOUTH OF
 HB0191'TELEPHONE POLE NUMBER 12, 14 1/2 FEET SOUTHWEST OF A 32-INCH
 HB0191'SYCAMORE TREE, 12 1/2 FEET NORTH OF A 36-INCH SYCAMORE TREE, 3
 HB0191'FEET WEST OF A HISTORICAL MARKER, 1.5 FEET WEST OF A METAL
 HB0191'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 HB0191'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 HB0191'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0188 ***********************************************************************
 HB0188  DESIGNATION -  I24 L 38 A
 HB0188  PID         -  HB0188
 HB0188  STATE/COUNTY-  KY/LYON
 HB0188  USGS QUAD   -  EDDYVILLE (1973)
 HB0188
 HB0188                         *CURRENT SURVEY CONTROL
 HB0188  ___________________________________________________________________
 HB0188* NAD 83(1986)-  37 05 04.     (N)    088 05 33.     (W)     SCALED    
 HB0188* NAVD 88     -       148.226  (meters)     486.30   (feet)  ADJUSTED  
 HB0188  ___________________________________________________________________
 HB0188  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 HB0188  DYNAMIC HT  -         148.115 (meters)     485.94  (feet)  COMP
 HB0188  MODELED GRAV-     979,879.5   (mgal)                       NAVD 88
 HB0188
 HB0188  VERT ORDER  -  FIRST     CLASS I
 HB0188
 HB0188.The horizontal coordinates were scaled from a topographic map and have
 HB0188.an estimated accuracy of +/- 6 seconds.
 HB0188
 HB0188.The orthometric height was determined by differential leveling
 HB0188.and adjusted by the National Geodetic Survey in June 1991..
 HB0188
 HB0188.The geoid height was determined by GEOID03.
 HB0188
 HB0188.The dynamic height is computed by dividing the NAVD 88
 HB0188.geopotential number by the normal gravity value computed on the
 HB0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0188.degrees latitude (g = 980.6199 gals.).
 HB0188
 HB0188.The modeled gravity was interpolated from observed gravity values.
 HB0188
 HB0188;                    North         East    Units  Estimated Accuracy
 HB0188;SPC KY1Z     - 1,085,980.    1,291,740.      MT  (+/- 180 meters Scaled)
 HB0188
 HB0188                          SUPERSEDED SURVEY CONTROL
 HB0188
 HB0188  NGVD 29 (??/??/??)  148.292  (m)          486.52   (f) ADJUSTED    1 1
 HB0188
 HB0188.Superseded values are not recommended for survey control.
 HB0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0188.See file dsdata.txt to determine how the superseded data were derived.
 HB0188
 HB0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG029047(NAD 83)
 HB0188_MARKER: DD = SURVEY DISK
 HB0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0188_SP_SET: CULVERT
 HB0188_STAMPING: I-24 L-38A 1966
 HB0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0188
 HB0188  HISTORY     - Date     Condition        Report By
 HB0188  HISTORY     - 1966     MONUMENTED       PAS
 HB0188  HISTORY     - 1968     GOOD             CGS
 HB0188
 HB0188                          STATION DESCRIPTION
 HB0188
 HB0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0188'0.6 MI SW FROM EDDYVILLE.
 HB0188'ABOUT 0.1 MILE SOUTHEAST ALONG EAST MAIN STREET FROM THE POST
 HB0188'OFFICE AT EDDYVILLE, THENCE 0.45 MILE SOUTHWEST ALONG U.S. HIGHWAY
 HB0188'62 AND 641, 0.15 MILE WEST OF A JUNCTION OF THE HIGHWAY AND
 HB0188'STATE HIGHWAY 93, 40 1/2 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 HB0188'TRAFFIC LANE OF U.S. HIGHWAY 62 AND 641, SET IN THE CENTER AND
 HB0188'TOP OF THE WEST CONCRETE HEADWALL OF A TUBULAR CULVERT UNDER A
 HB0188'PAVED ROAD, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0279 ***********************************************************************
 HB0279  DESIGNATION -  I24 L 38 B
 HB0279  PID         -  HB0279
 HB0279  STATE/COUNTY-  KY/LYON
 HB0279  USGS QUAD   -  EDDYVILLE (1973)
 HB0279
 HB0279                         *CURRENT SURVEY CONTROL
 HB0279  ___________________________________________________________________
 HB0279* NAD 83(1986)-  37 04 42.     (N)    088 04 12.     (W)     SCALED    
 HB0279* NAVD 88     -       156.337  (meters)     512.92   (feet)  ADJUSTED  
 HB0279  ___________________________________________________________________
 HB0279  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 HB0279  DYNAMIC HT  -         156.220 (meters)     512.53  (feet)  COMP
 HB0279  MODELED GRAV-     979,877.8   (mgal)                       NAVD 88
 HB0279
 HB0279  VERT ORDER  -  SECOND    CLASS 0
 HB0279
 HB0279.The horizontal coordinates were scaled from a topographic map and have
 HB0279.an estimated accuracy of +/- 6 seconds.
 HB0279
 HB0279.The orthometric height was determined by differential leveling
 HB0279.and adjusted by the National Geodetic Survey in June 1991..
 HB0279
 HB0279.The geoid height was determined by GEOID03.
 HB0279
 HB0279.The dynamic height is computed by dividing the NAVD 88
 HB0279.geopotential number by the normal gravity value computed on the
 HB0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0279.degrees latitude (g = 980.6199 gals.).
 HB0279
 HB0279.The modeled gravity was interpolated from observed gravity values.
 HB0279
 HB0279;                    North         East    Units  Estimated Accuracy
 HB0279;SPC KY1Z     - 1,085,250.    1,293,730.      MT  (+/- 180 meters Scaled)
 HB0279
 HB0279                          SUPERSEDED SURVEY CONTROL
 HB0279
 HB0279  NGVD 29 (??/??/??)  156.396  (m)          513.11   (f) ADJUSTED    2 0
 HB0279
 HB0279.Superseded values are not recommended for survey control.
 HB0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0279.See file dsdata.txt to determine how the superseded data were derived.
 HB0279
 HB0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG048040(NAD 83)
 HB0279_MARKER: DD = SURVEY DISK
 HB0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0279_SP_SET: CULVERT
 HB0279_STAMPING: I24-L38B 1966
 HB0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0279
 HB0279  HISTORY     - Date     Condition        Report By
 HB0279  HISTORY     - 1966     MONUMENTED       PAS
 HB0279
 HB0279                          STATION DESCRIPTION
 HB0279
 HB0279'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HB0279'1.2 MI SE FROM EDDYVILLE.
 HB0279'ABOUT 1.20 MILES SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE
 HB0279'JUNCTION WITH U.S. HIGHWAYS 62 AND 641 AT SOUTHWEST EDGE OF NEW
 HB0279'EDDYVILLE TO CROSSROADS AND MARK ON RIGHT, 58.8 FEET SOUTH OF
 HB0279'CENTER OF CROSSROADS, 52.7 FEET WEST OF MINERAL MOUND HISTORICAL
 HB0279'MARKER AND 16.7 FEET SOUTHEAST OF CENTER OF ROAD.  A KENTUCKY
 HB0279'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN CENTER OF THE
 HB0279'SOUTHEAST HEADWALL OF A CULVERT AND STAMPED I24-L38B 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0280 ***********************************************************************
 HB0280  DESIGNATION -  I24 L 39
 HB0280  PID         -  HB0280
 HB0280  STATE/COUNTY-  KY/LYON
 HB0280  USGS QUAD   -  EDDYVILLE (1973)
 HB0280
 HB0280                         *CURRENT SURVEY CONTROL
 HB0280  ___________________________________________________________________
 HB0280* NAD 83(1986)-  37 04 04.     (N)    088 03 04.     (W)     SCALED    
 HB0280* NAVD 88     -       141.135  (meters)     463.04   (feet)  ADJUSTED  
 HB0280  ___________________________________________________________________
 HB0280  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HB0280  DYNAMIC HT  -         141.029 (meters)     462.69  (feet)  COMP
 HB0280  MODELED GRAV-     979,876.0   (mgal)                       NAVD 88
 HB0280
 HB0280  VERT ORDER  -  SECOND    CLASS 0
 HB0280
 HB0280.The horizontal coordinates were scaled from a topographic map and have
 HB0280.an estimated accuracy of +/- 6 seconds.
 HB0280
 HB0280.The orthometric height was determined by differential leveling
 HB0280.and adjusted by the National Geodetic Survey in June 1991..
 HB0280
 HB0280.The geoid height was determined by GEOID03.
 HB0280
 HB0280.The dynamic height is computed by dividing the NAVD 88
 HB0280.geopotential number by the normal gravity value computed on the
 HB0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0280.degrees latitude (g = 980.6199 gals.).
 HB0280
 HB0280.The modeled gravity was interpolated from observed gravity values.
 HB0280
 HB0280;                    North         East    Units  Estimated Accuracy
 HB0280;SPC KY1Z     - 1,084,040.    1,295,380.      MT  (+/- 180 meters Scaled)
 HB0280
 HB0280                          SUPERSEDED SURVEY CONTROL
 HB0280
 HB0280  NGVD 29 (??/??/??)  141.195  (m)          463.24   (f) ADJUSTED    2 0
 HB0280
 HB0280.Superseded values are not recommended for survey control.
 HB0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0280.See file dsdata.txt to determine how the superseded data were derived.
 HB0280
 HB0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG065029(NAD 83)
 HB0280_MARKER: DD = SURVEY DISK
 HB0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0280_STAMPING: I24-L39 1966
 HB0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0280+STABILITY: SURFACE MOTION
 HB0280
 HB0280  HISTORY     - Date     Condition        Report By
 HB0280  HISTORY     - 1966     MONUMENTED       PAS
 HB0280
 HB0280                          STATION DESCRIPTION
 HB0280
 HB0280'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HB0280'2.4 MI SE FROM EDDYVILLE.
 HB0280'ABOUT 2.45 MILES SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE
 HB0280'JUNCTION WITH U.S. HIGHWAYS 62 AND 641 AT SOUTHEAST EDGE OF NEW
 HB0280'EDDYVILLE TO MARK ON RIGHT.  (ABOUT 0.45 MILE NORTHWEST OF
 HB0280'EDDYVILLE WATER TANK), 78.9 FEET NORTHEAST OF POWER POLE, 22.7
 HB0280'FEET SOUTHEAST OF CENTER OF HIGHWAY, 3.1 FEET SOUTH OF NORTHWEST
 HB0280'END OF GUARD RAIL AND 2.1 FEET NORTHEAST OF METAL WITNESS POST
 HB0280'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAY BENCH MARK DISK SET
 HB0280'IN TOP OF CONCRETE POST PROJECTING 6 INCHES AND STAMPED I24-L39
 HB0280'1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0454 ***********************************************************************
 HB0454  DESIGNATION -  I24 L 4
 HB0454  PID         -  HB0454
 HB0454  STATE/COUNTY-  KY/MCCRACKEN
 HB0454  USGS QUAD   -  PADUCAH WEST (1982)
 HB0454
 HB0454                         *CURRENT SURVEY CONTROL
 HB0454  ___________________________________________________________________
 HB0454* NAD 83(1986)-  37 05 08.     (N)    088 40 41.     (W)     SCALED    
 HB0454* NAVD 88     -       113.309  (meters)     371.75   (feet)  ADJUSTED  
 HB0454  ___________________________________________________________________
 HB0454  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HB0454  DYNAMIC HT  -         113.226 (meters)     371.48  (feet)  COMP
 HB0454  MODELED GRAV-     979,895.6   (mgal)                       NAVD 88
 HB0454
 HB0454  VERT ORDER  -  FIRST     CLASS I
 HB0454
 HB0454.The horizontal coordinates were scaled from a topographic map and have
 HB0454.an estimated accuracy of +/- 6 seconds.
 HB0454
 HB0454.The orthometric height was determined by differential leveling
 HB0454.and adjusted by the National Geodetic Survey in June 1991..
 HB0454
 HB0454.The geoid height was determined by GEOID03.
 HB0454
 HB0454.The dynamic height is computed by dividing the NAVD 88
 HB0454.geopotential number by the normal gravity value computed on the
 HB0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0454.degrees latitude (g = 980.6199 gals.).
 HB0454
 HB0454.The modeled gravity was interpolated from observed gravity values.
 HB0454
 HB0454;                    North         East    Units  Estimated Accuracy
 HB0454;SPC KY1Z     - 1,087,570.    1,239,700.      MT  (+/- 180 meters Scaled)
 HB0454
 HB0454                          SUPERSEDED SURVEY CONTROL
 HB0454
 HB0454  NGVD 29 (??/??/??)  113.296  (m)          371.71   (f) ADJUSTED    1 1
 HB0454
 HB0454.Superseded values are not recommended for survey control.
 HB0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0454.See file dsdata.txt to determine how the superseded data were derived.
 HB0454
 HB0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG508056(NAD 83)
 HB0454_MARKER: DD = SURVEY DISK
 HB0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0454_STAMPING: I-24 L-4 1965
 HB0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0454+STABILITY: SURFACE MOTION
 HB0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0454+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 HB0454
 HB0454  HISTORY     - Date     Condition        Report By
 HB0454  HISTORY     - 1965     MONUMENTED       PAS
 HB0454  HISTORY     - 1968     GOOD             CGS
 HB0454  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 HB0454  HISTORY     - 20050601 GOOD             KYDT
 HB0454
 HB0454                          STATION DESCRIPTION
 HB0454
 HB0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0454'3.6 MI E FROM WEST PADUCAH.
 HB0454'ABOUT 3.6 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0454'THE POST OFFICE AT WEST PADUCAH, 71 FEET NORTHEAST OF THE
 HB0454'CENTER OF THE CROSSING OF THE RAILROAD AND COLEMAN ROAD, 45 1/2
 HB0454'FEET NORTH OF THE NORTH RAIL, 43 FEET EAST OF THE CENTERLINE
 HB0454'OF THE ROAD, 27 FEET EAST OF A 16-INCH OAK TREE, 1 1/2 FEET SOUTH
 HB0454'OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 HB0454'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 HB0454'POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 HB0454
 HB0454                          STATION RECOVERY (2003)
 HB0454
 HB0454'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0454'MARK NOT FOUND.
 HB0454
 HB0454                          STATION RECOVERY (2005)
 HB0454
 HB0454'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0454'MARK IS 2.5 FEET SOUTHWEST OF A GUY ANCHOR FOR BRACE POLE 22133-20P.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0453 ***********************************************************************
 HB0453  DESIGNATION -  I24 L 4 RM
 HB0453  PID         -  HB0453
 HB0453  STATE/COUNTY-  KY/MCCRACKEN
 HB0453  USGS QUAD   -  PADUCAH WEST (1982)
 HB0453
 HB0453                         *CURRENT SURVEY CONTROL
 HB0453  ___________________________________________________________________
 HB0453* NAD 83(1986)-  37 05 08.     (N)    088 40 41.     (W)     SCALED    
 HB0453* NAVD 88     -       113.36   (+/-2cm)     371.9    (feet)  VERTCON   
 HB0453  ___________________________________________________________________
 HB0453  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HB0453
 HB0453  VERT ORDER  -  ? (See Below)
 HB0453
 HB0453.The horizontal coordinates were scaled from a topographic map and have
 HB0453.an estimated accuracy of +/- 6 seconds.
 HB0453
 HB0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0453.The vertical order pertains to the NGVD 29 superseded value.
 HB0453
 HB0453.The geoid height was determined by GEOID03.
 HB0453
 HB0453;                    North         East    Units  Estimated Accuracy
 HB0453;SPC KY1Z     - 1,087,570.    1,239,700.      MT  (+/- 180 meters Scaled)
 HB0453
 HB0453                          SUPERSEDED SURVEY CONTROL
 HB0453
 HB0453  NGVD 29 (??/??/??)  113.356  (m)          371.90   (f) ADJUSTED    ?  
 HB0453
 HB0453.Superseded values are not recommended for survey control.
 HB0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0453.See file dsdata.txt to determine how the superseded data were derived.
 HB0453
 HB0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG508056(NAD 83)
 HB0453_MARKER: Q = CHISELED SQUARE
 HB0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0453_SP_SET: SIGNAL BOX BASE
 HB0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0453
 HB0453  HISTORY     - Date     Condition        Report By
 HB0453  HISTORY     - 1965     MONUMENTED       PAS
 HB0453  HISTORY     - 1966     GOOD             PAS
 HB0453  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 HB0453  HISTORY     - 20050601 MARK NOT FOUND   KYDT
 HB0453
 HB0453                          STATION DESCRIPTION
 HB0453
 HB0453'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HB0453'3 MI W FROM PADUCAH.
 HB0453'ABOUT 66.0 FEET SOUTH-SOUTHWEST OF I24-L4-1965, 24.0 FEET
 HB0453'SOUTHEAST OF GRADE CROSSING AND 8.4 FEET SOUTH OF SOUTH RAIL.
 HB0453'A CHISELED SQUARE ON NORTHWEST CORNER OF CONCRETE BASE OF
 HB0453'ELECTRICAL SIGNAL BOX.
 HB0453
 HB0453                          STATION RECOVERY (2003)
 HB0453
 HB0453'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0453'MARK NOT FOUND.
 HB0453
 HB0453                          STATION RECOVERY (2005)
 HB0453
 HB0453'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0453'THERE IS A CONCRETE BASE FOR OVERHEAD RAILROAD SIGNAL LIGHT POLE AT
 HB0453'LOCATION NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0284 ***********************************************************************
 HB0284  DESIGNATION -  I24 L 40
 HB0284  PID         -  HB0284
 HB0284  STATE/COUNTY-  KY/LYON
 HB0284  USGS QUAD   -  EDDYVILLE (1973)
 HB0284
 HB0284                         *CURRENT SURVEY CONTROL
 HB0284  ___________________________________________________________________
 HB0284* NAD 83(1986)-  37 03 31.     (N)    088 01 40.     (W)     SCALED    
 HB0284* NAVD 88     -       147.205  (meters)     482.96   (feet)  ADJUSTED  
 HB0284  ___________________________________________________________________
 HB0284  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HB0284  DYNAMIC HT  -         147.093 (meters)     482.59  (feet)  COMP
 HB0284  MODELED GRAV-     979,873.0   (mgal)                       NAVD 88
 HB0284
 HB0284  VERT ORDER  -  SECOND    CLASS 0
 HB0284
 HB0284.The horizontal coordinates were scaled from a topographic map and have
 HB0284.an estimated accuracy of +/- 6 seconds.
 HB0284
 HB0284.The orthometric height was determined by differential leveling
 HB0284.and adjusted by the National Geodetic Survey in June 1991..
 HB0284
 HB0284.The geoid height was determined by GEOID03.
 HB0284
 HB0284.The dynamic height is computed by dividing the NAVD 88
 HB0284.geopotential number by the normal gravity value computed on the
 HB0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0284.degrees latitude (g = 980.6199 gals.).
 HB0284
 HB0284.The modeled gravity was interpolated from observed gravity values.
 HB0284
 HB0284;                    North         East    Units  Estimated Accuracy
 HB0284;SPC KY1Z     - 1,082,970.    1,297,430.      MT  (+/- 180 meters Scaled)
 HB0284
 HB0284                          SUPERSEDED SURVEY CONTROL
 HB0284
 HB0284  NGVD 29 (??/??/??)  147.265  (m)          483.15   (f) ADJUSTED    2 0
 HB0284
 HB0284.Superseded values are not recommended for survey control.
 HB0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0284.See file dsdata.txt to determine how the superseded data were derived.
 HB0284
 HB0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG086018(NAD 83)
 HB0284_MARKER: DD = SURVEY DISK
 HB0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0284_STAMPING: I24 L40 1966
 HB0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0284+STABILITY: SURFACE MOTION
 HB0284
 HB0284  HISTORY     - Date     Condition        Report By
 HB0284  HISTORY     - 1966     MONUMENTED       PAS
 HB0284
 HB0284                          STATION DESCRIPTION
 HB0284
 HB0284'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HB0284'3.8 MI SE FROM EDDYVILLE.
 HB0284'ABOUT 3.50 MILES SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE
 HB0284'JUNCTION WITH U.S. HIGHWAYS 62 AND 641 AT SOUTHWEST EDGE OF NEW
 HB0284'EDDYVILLE TO JUNCTION WITH STATE HIGHWAY 293, THENCE, ABOUT
 HB0284'0.65 MILE NORTHEAST ALONG STATE HIGHWAY 293 TO JUNCTION WITH
 HB0284'STATE HIGHWAY 730 AND MARK ON LEFT, 103 FEET WEST OF ROAD
 HB0284'INTERSECTION, 31.4 FEET NORTHWEST OF CENTER OF STATE HIGHWAY
 HB0284'293, 4.7 FEET SOUTH OF POWER POLE NO. 5 AND 1.7 FEET SOUTHEAST
 HB0284'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HB0284'BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 4 INCHES
 HB0284'AND STAMPED I24-L40 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0285 ***********************************************************************
 HB0285  DESIGNATION -  I24 L 40 A
 HB0285  PID         -  HB0285
 HB0285  STATE/COUNTY-  KY/LYON
 HB0285  USGS QUAD   -  EDDYVILLE (1973)
 HB0285
 HB0285                         *CURRENT SURVEY CONTROL
 HB0285  ___________________________________________________________________
 HB0285* NAD 83(1986)-  37 03 09.     (N)    088 00 35.     (W)     SCALED    
 HB0285* NAVD 88     -       149.833  (meters)     491.58   (feet)  ADJUSTED  
 HB0285  ___________________________________________________________________
 HB0285  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HB0285  DYNAMIC HT  -         149.719 (meters)     491.20  (feet)  COMP
 HB0285  MODELED GRAV-     979,871.0   (mgal)                       NAVD 88
 HB0285
 HB0285  VERT ORDER  -  SECOND    CLASS 0
 HB0285
 HB0285.The horizontal coordinates were scaled from a topographic map and have
 HB0285.an estimated accuracy of +/- 6 seconds.
 HB0285
 HB0285.The orthometric height was determined by differential leveling
 HB0285.and adjusted by the National Geodetic Survey in June 1991..
 HB0285
 HB0285.The geoid height was determined by GEOID03.
 HB0285
 HB0285.The dynamic height is computed by dividing the NAVD 88
 HB0285.geopotential number by the normal gravity value computed on the
 HB0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0285.degrees latitude (g = 980.6199 gals.).
 HB0285
 HB0285.The modeled gravity was interpolated from observed gravity values.
 HB0285
 HB0285;                    North         East    Units  Estimated Accuracy
 HB0285;SPC KY1Z     - 1,082,250.    1,299,020.      MT  (+/- 180 meters Scaled)
 HB0285
 HB0285                          SUPERSEDED SURVEY CONTROL
 HB0285
 HB0285  NGVD 29 (??/??/??)  149.893  (m)          491.77   (f) ADJUSTED    2 0
 HB0285
 HB0285.Superseded values are not recommended for survey control.
 HB0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0285.See file dsdata.txt to determine how the superseded data were derived.
 HB0285
 HB0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG102011(NAD 83)
 HB0285_MARKER: DD = SURVEY DISK
 HB0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0285_STAMPING: I24 L40A 1966
 HB0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0285+STABILITY: SURFACE MOTION
 HB0285
 HB0285  HISTORY     - Date     Condition        Report By
 HB0285  HISTORY     - 1966     MONUMENTED       PAS
 HB0285
 HB0285                          STATION DESCRIPTION
 HB0285
 HB0285'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HB0285'4.8 MI SE FROM EDDYVILLE.
 HB0285'ABOUT 3.50 MILES SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE
 HB0285'JUNCTION WITH U.S. HIGHWAYS 62 AND 641 AT SOUTHWEST EDGE OF NEW
 HB0285'EDDYVILLE TO JUNCTION WITH STATE HIGHWAY 293, THENCE, ABOUT
 HB0285'0.65 MILE NORTHEAST ALONG STATE HIGHWAY 293 TO JUNCTION WITH
 HB0285'STATE HIGHWAY 730, THENCE BOUT 1.20 MILES EAST ALONG STATE
 HB0285'HIGHWAY 730 TO MARK ON LEFT, 29.8 FEET NORTHEAST OF CENTER OF
 HB0285'HIGHWAY, 14.8 FEET SOUTH OF 10 IN HICKORY TREE, 10.1 FEET EAST
 HB0285'OF FENCE CORNER AND 1.7 FEET SOUTHWEST OF METAL WITNESS POST
 HB0285'AND SIGN, ON TOP OF BANK ABOUT 5 FEET HIGHER THAN HIGHWAY.  A
 HB0285'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 HB0285'CONCRETE POST PROJECTING 4 INCHES AND STAMPED I24-T40A 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0286 ***********************************************************************
 HB0286  DESIGNATION -  I24 L 40 A RM
 HB0286  PID         -  HB0286
 HB0286  STATE/COUNTY-  KY/LYON
 HB0286  USGS QUAD   -  EDDYVILLE (1973)
 HB0286
 HB0286                         *CURRENT SURVEY CONTROL
 HB0286  ___________________________________________________________________
 HB0286* NAD 83(1986)-  37 03 09.     (N)    088 00 35.     (W)     SCALED    
 HB0286* NAVD 88     -       149.216  (meters)     489.55   (feet)  ADJUSTED  
 HB0286  ___________________________________________________________________
 HB0286  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HB0286  DYNAMIC HT  -         149.103 (meters)     489.18  (feet)  COMP
 HB0286  MODELED GRAV-     979,871.0   (mgal)                       NAVD 88
 HB0286
 HB0286  VERT ORDER  -  SECOND    CLASS 0
 HB0286
 HB0286.The horizontal coordinates were scaled from a topographic map and have
 HB0286.an estimated accuracy of +/- 6 seconds.
 HB0286
 HB0286.The orthometric height was determined by differential leveling
 HB0286.and adjusted by the National Geodetic Survey in June 1991..
 HB0286
 HB0286.The geoid height was determined by GEOID03.
 HB0286
 HB0286.The dynamic height is computed by dividing the NAVD 88
 HB0286.geopotential number by the normal gravity value computed on the
 HB0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0286.degrees latitude (g = 980.6199 gals.).
 HB0286
 HB0286.The modeled gravity was interpolated from observed gravity values.
 HB0286
 HB0286;                    North         East    Units  Estimated Accuracy
 HB0286;SPC KY1Z     - 1,082,250.    1,299,020.      MT  (+/- 180 meters Scaled)
 HB0286
 HB0286                          SUPERSEDED SURVEY CONTROL
 HB0286
 HB0286  NGVD 29 (??/??/??)  149.276  (m)          489.75   (f) ADJUSTED    2 0
 HB0286
 HB0286.Superseded values are not recommended for survey control.
 HB0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0286.See file dsdata.txt to determine how the superseded data were derived.
 HB0286
 HB0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG102011(NAD 83)
 HB0286_MARKER: S = SPIKE
 HB0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0286_SP_SET: MAPLE TREE
 HB0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0286
 HB0286  HISTORY     - Date     Condition        Report By
 HB0286  HISTORY     - 1966     MONUMENTED       PAS
 HB0286  HISTORY     - 1966     GOOD             PAS
 HB0286
 HB0286                          STATION DESCRIPTION
 HB0286
 HB0286'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HB0286'4.8 MI SE FROM EDDYVILLE.
 HB0286'ABOUT 86.2 FEET SOUTH OF I24-L40A 1966, 53.5 FEET SOUTHWEST OF
 HB0286'CENTER OF HIGHWAY, 28.3 FEET EAST OF 20 IN ELM TREE AND 19.6
 HB0286'FEET SOUTHEAST OF FENCE CORNER.  A RAILROAD SPIKE IN NORTHEAST
 HB0286'SIDE OF 18 INCH MAPLE TREE AND ABOUT 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0904 ***********************************************************************
 HA0904  DESIGNATION -  I24 L 42
 HA0904  PID         -  HA0904
 HA0904  STATE/COUNTY-  KY/LYON
 HA0904  USGS QUAD   -  PRINCETON WEST (1967)
 HA0904
 HA0904                         *CURRENT SURVEY CONTROL
 HA0904  ___________________________________________________________________
 HA0904* NAD 83(1986)-  37 02 15.     (N)    087 59 57.     (W)     SCALED    
 HA0904* NAVD 88     -       115.541  (meters)     379.07   (feet)  ADJUSTED  
 HA0904  ___________________________________________________________________
 HA0904  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HA0904  DYNAMIC HT  -         115.453 (meters)     378.78  (feet)  COMP
 HA0904  MODELED GRAV-     979,868.9   (mgal)                       NAVD 88
 HA0904
 HA0904  VERT ORDER  -  SECOND    CLASS 0
 HA0904
 HA0904.The horizontal coordinates were scaled from a topographic map and have
 HA0904.an estimated accuracy of +/- 6 seconds.
 HA0904
 HA0904.The orthometric height was determined by differential leveling
 HA0904.and adjusted by the National Geodetic Survey in June 1991..
 HA0904
 HA0904.The geoid height was determined by GEOID03.
 HA0904
 HA0904.The dynamic height is computed by dividing the NAVD 88
 HA0904.geopotential number by the normal gravity value computed on the
 HA0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0904.degrees latitude (g = 980.6199 gals.).
 HA0904
 HA0904.The modeled gravity was interpolated from observed gravity values.
 HA0904
 HA0904;                    North         East    Units  Estimated Accuracy
 HA0904;SPC KY1Z     - 1,080,560.    1,299,910.      MT  (+/- 180 meters Scaled)
 HA0904
 HA0904                          SUPERSEDED SURVEY CONTROL
 HA0904
 HA0904  NGVD 29 (??/??/92)  115.606  (m)          379.28   (f) ADJ UNCH    2 0
 HA0904
 HA0904.Superseded values are not recommended for survey control.
 HA0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0904.See file dsdata.txt to determine how the superseded data were derived.
 HA0904
 HA0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF111994(NAD 83)
 HA0904_MARKER: DD = SURVEY DISK
 HA0904_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0904_SP_SET: BRIDGE
 HA0904_STAMPING: I24-L42 1966
 HA0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0904
 HA0904  HISTORY     - Date     Condition        Report By
 HA0904  HISTORY     - 1966     MONUMENTED       PAS
 HA0904
 HA0904                          STATION DESCRIPTION
 HA0904
 HA0904'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HA0904'5.7 MI SE FROM EDDYVILLE.
 HA0904'ABOUT 3.50 MILES SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE JUNCTION
 HA0904'WITH U.S. HIGHWAYS 62 AND 641 AT SOUTHWEST EDGE OF NEW EDDYVILLE
 HA0904'TO JUNCTION WITH STATE HIGHWAY 293, THENCE, ABOUT 0.65 MILE NORTHEAST
 HA0904'ALONG STATE HIGHWAY 293 TO JUNCTION WITH STATE HIGHWAY 730, THENCE,
 HA0904'ABOUT 2.75 MILES EAST ALONG STATE HIGHWAY 730 TO EDDY CREEK BRIDGE
 HA0904'AND MARK ON LEFT AND 10.8 FEET EAST OF CENTER OF HIGHWAY.
 HA0904'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN SOUTHEAST
 HA0904'ABUTMENT OF BRIDGE NO. RP 73-311-3 AND STAMPED I24-L42 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0906 ***********************************************************************
 HA0906  DESIGNATION -  I24 L 42 A
 HA0906  PID         -  HA0906
 HA0906  STATE/COUNTY-  KY/LYON
 HA0906  USGS QUAD   -  PRINCETON WEST (1967)
 HA0906
 HA0906                         *CURRENT SURVEY CONTROL
 HA0906  ___________________________________________________________________
 HA0906* NAD 83(1986)-  37 01 28.     (N)    087 59 00.     (W)     SCALED    
 HA0906* NAVD 88     -       156.034  (meters)     511.92   (feet)  ADJUSTED  
 HA0906  ___________________________________________________________________
 HA0906  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HA0906  DYNAMIC HT  -         155.915 (meters)     511.53  (feet)  COMP
 HA0906  MODELED GRAV-     979,866.7   (mgal)                       NAVD 88
 HA0906
 HA0906  VERT ORDER  -  SECOND    CLASS 0
 HA0906
 HA0906.The horizontal coordinates were scaled from a topographic map and have
 HA0906.an estimated accuracy of +/- 6 seconds.
 HA0906
 HA0906.The orthometric height was determined by differential leveling
 HA0906.and adjusted by the National Geodetic Survey in June 1991..
 HA0906
 HA0906.The geoid height was determined by GEOID03.
 HA0906
 HA0906.The dynamic height is computed by dividing the NAVD 88
 HA0906.geopotential number by the normal gravity value computed on the
 HA0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0906.degrees latitude (g = 980.6199 gals.).
 HA0906
 HA0906.The modeled gravity was interpolated from observed gravity values.
 HA0906
 HA0906;                    North         East    Units  Estimated Accuracy
 HA0906;SPC KY1Z     - 1,079,080.    1,301,290.      MT  (+/- 180 meters Scaled)
 HA0906
 HA0906                          SUPERSEDED SURVEY CONTROL
 HA0906
 HA0906  NGVD 29 (??/??/92)  156.09   (m)          512.1    (f) COMPUTED    2 0
 HA0906
 HA0906.Superseded values are not recommended for survey control.
 HA0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0906.See file dsdata.txt to determine how the superseded data were derived.
 HA0906
 HA0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF125980(NAD 83)
 HA0906_MARKER: DD = SURVEY DISK
 HA0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0906_STAMPING: I24-L42A 1966
 HA0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0906+STABILITY: SURFACE MOTION
 HA0906
 HA0906  HISTORY     - Date     Condition        Report By
 HA0906  HISTORY     - 1966     MONUMENTED       PAS
 HA0906
 HA0906                          STATION DESCRIPTION
 HA0906
 HA0906'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HA0906'3.8 MI NW FROM LAMASCO.
 HA0906'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 903 FROM THE JUNCTION
 HA0906'WITH STATE HIGHWAY 93 IN LAMASCO, KENTUCKY TO STATE HIGHWAY 730
 HA0906'LEFT, THENCE, ABOUT 3.15 MILES WEST ALONG STATE HIGHWAY 730 TO MARK
 HA0906'ON RIGHT, 85.7 FEET NORTH OF NORTHWEST CORNER OF HOUSE, 74.6 FEET
 HA0906'NORTHWEST OF POWER POLE WITH TRANSFORMER, 19.7 FEET NORTHEAST OF
 HA0906'CENTER OF ROAD AND 1.0 FOOT SOUTHWEST OF METAL WITNESS POST AND SIGN.
 HA0906'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 HA0906'CONCRETE POST PROJECTING 6 INCHES AND STAMPED I24-L42A 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0914 ***********************************************************************
 HA0914  DESIGNATION -  I24 L 42 B
 HA0914  PID         -  HA0914
 HA0914  STATE/COUNTY-  KY/LYON
 HA0914  USGS QUAD   -  PRINCETON WEST (1967)
 HA0914
 HA0914                         *CURRENT SURVEY CONTROL
 HA0914  ___________________________________________________________________
 HA0914* NAD 83(1986)-  37 00 28.     (N)    087 57 27.     (W)     SCALED    
 HA0914* NAVD 88     -       175.904  (meters)     577.11   (feet)  ADJUSTED  
 HA0914  ___________________________________________________________________
 HA0914  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 HA0914  DYNAMIC HT  -         175.769 (meters)     576.67  (feet)  COMP
 HA0914  MODELED GRAV-     979,863.4   (mgal)                       NAVD 88
 HA0914
 HA0914  VERT ORDER  -  SECOND    CLASS 0
 HA0914
 HA0914.The horizontal coordinates were scaled from a topographic map and have
 HA0914.an estimated accuracy of +/- 6 seconds.
 HA0914
 HA0914.The orthometric height was determined by differential leveling
 HA0914.and adjusted by the National Geodetic Survey in June 1991..
 HA0914
 HA0914.The geoid height was determined by GEOID03.
 HA0914
 HA0914.The dynamic height is computed by dividing the NAVD 88
 HA0914.geopotential number by the normal gravity value computed on the
 HA0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0914.degrees latitude (g = 980.6199 gals.).
 HA0914
 HA0914.The modeled gravity was interpolated from observed gravity values.
 HA0914
 HA0914;                    North         East    Units  Estimated Accuracy
 HA0914;SPC KY1Z     - 1,077,180.    1,303,540.      MT  (+/- 180 meters Scaled)
 HA0914
 HA0914                          SUPERSEDED SURVEY CONTROL
 HA0914
 HA0914  NGVD 29 (??/??/92)  175.964  (m)          577.31   (f) ADJ UNCH    2 0
 HA0914
 HA0914.Superseded values are not recommended for survey control.
 HA0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0914.See file dsdata.txt to determine how the superseded data were derived.
 HA0914
 HA0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF148961(NAD 83)
 HA0914_MARKER: DD = SURVEY DISK
 HA0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0914_STAMPING: I24-L42B 1966
 HA0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0914+STABILITY: SURFACE MOTION
 HA0914
 HA0914  HISTORY     - Date     Condition        Report By
 HA0914  HISTORY     - 1966     MONUMENTED       PAS
 HA0914
 HA0914                          STATION DESCRIPTION
 HA0914
 HA0914'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HA0914'1.9 MI NW FROM LAMASCO.
 HA0914'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 903 FROM THE JUNCTION
 HA0914'WITH STATE HIGHWAY 93 IN LAMASCO, KENTUCKY TO STATE HIGHWAY 730
 HA0914'LEFT, THENCE, ABOUT 0.90 MILE WEST ALONG STATE HIGHWAY 730 TO
 HA0914'FRIENDSHIP CHURCH ROAD LEFT, THENCE, ABOUT 0.35 MILE SOUTH ALONG
 HA0914'FREINSHIP CHURCH ROAD TO T ROAD AND CHURCH ON RIGHT AND MARK, 104
 HA0914'FEET NORTHWEST OF 18 IN HICKORY TREE, 36.9 FEET SOUTHEAST OF 24 IN
 HA0914'WHITE OAK TREE, 17.7 FEET NORTH OF NORTHEAST CORNER OF FRIENDSHIP
 HA0914'CHURCH AND 48.7 FEET SOUTH OF METAL WITNESS POST AND SIGN.  A
 HA0914'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 HA0914'CONCRETE POST FLUSH WITH GROUND AND STAMPED I24-L42B 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1778 ***********************************************************************
 GC1778  DESIGNATION -  I24 L 43
 GC1778  PID         -  GC1778
 GC1778  STATE/COUNTY-  KY/LYON
 GC1778  USGS QUAD   -  LAMASCO (1983)
 GC1778
 GC1778                         *CURRENT SURVEY CONTROL
 GC1778  ___________________________________________________________________
 GC1778* NAD 83(1986)-  36 59 47.     (N)    087 57 22.     (W)     SCALED    
 GC1778* NAVD 88     -       165.267  (meters)     542.21   (feet)  ADJUSTED  
 GC1778  ___________________________________________________________________
 GC1778  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GC1778  DYNAMIC HT  -         165.140 (meters)     541.80  (feet)  COMP
 GC1778  MODELED GRAV-     979,857.8   (mgal)                       NAVD 88
 GC1778
 GC1778  VERT ORDER  -  SECOND    CLASS 0
 GC1778
 GC1778.The horizontal coordinates were scaled from a topographic map and have
 GC1778.an estimated accuracy of +/- 6 seconds.
 GC1778
 GC1778.The orthometric height was determined by differential leveling
 GC1778.and adjusted by the National Geodetic Survey in June 1991..
 GC1778
 GC1778.The geoid height was determined by GEOID03.
 GC1778
 GC1778.The dynamic height is computed by dividing the NAVD 88
 GC1778.geopotential number by the normal gravity value computed on the
 GC1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1778.degrees latitude (g = 980.6199 gals.).
 GC1778
 GC1778.The modeled gravity was interpolated from observed gravity values.
 GC1778
 GC1778;                    North         East    Units  Estimated Accuracy
 GC1778;SPC KY1Z     - 1,075,910.    1,303,640.      MT  (+/- 180 meters Scaled)
 GC1778
 GC1778                          SUPERSEDED SURVEY CONTROL
 GC1778
 GC1778  NGVD 29 (??/??/92)  165.328  (m)          542.41   (f) ADJ UNCH    2 0
 GC1778
 GC1778.Superseded values are not recommended for survey control.
 GC1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1778.See file dsdata.txt to determine how the superseded data were derived.
 GC1778
 GC1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF149948(NAD 83)
 GC1778_MARKER: DD = SURVEY DISK
 GC1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1778_STAMPING: I24-L43 1966
 GC1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1778+STABILITY: SURFACE MOTION
 GC1778
 GC1778  HISTORY     - Date     Condition        Report By
 GC1778  HISTORY     - 1966     MONUMENTED       PAS
 GC1778
 GC1778                          STATION DESCRIPTION
 GC1778
 GC1778'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 GC1778'1.3 MI NW FROM LAMASCO.
 GC1778'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 903 FROM THE JUNCTION
 GC1778'WITH STATE HIGHWAY 93 IN LAMASCO, KENTUCKY TO STATE HIGHWAY 730
 GC1778'LEFT, THENCE, ABOUT 0.90 MILE WEST ALONG STATE HIGHWAY 730 TO
 GC1778'FRIENDSHIP CHURCH ROAD LEFT, THENCE, ABOUT 0.35 MILE SOUTH ALONG
 GC1778'FRIENDSHIP CHURCH ROAD TO CHURCH ON RIGHT.  CONTINUE STRAIGHT
 GC1778'AHEAD SOUTH 0.85 MILE TO MARK ON RIGHT, 108 FEET SOUTHEAST OF
 GC1778'SOUTHEAST CORNER OF ONE STORY FRAME HOUSE, 50.8 FEET SOUTHWEST
 GC1778'OF CENTER OF ROAD AND DRIVE INTERSECTION, 17.3 FEET WEST OF FENCE
 GC1778'CORNER AND 1.5 FEET NORTH OF METAL WITNESS POST AND SIGN.  A
 GC1778'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GC1778'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED I24-L43 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1779 ***********************************************************************
 GC1779  DESIGNATION -  I24 L 44
 GC1779  PID         -  GC1779
 GC1779  STATE/COUNTY-  KY/LYON
 GC1779  USGS QUAD   -  LAMASCO (1983)
 GC1779
 GC1779                         *CURRENT SURVEY CONTROL
 GC1779  ___________________________________________________________________
 GC1779* NAD 83(1986)-  36 59 37.     (N)    087 56 38.     (W)     SCALED    
 GC1779* NAVD 88     -       168.719  (meters)     553.54   (feet)  ADJUSTED  
 GC1779  ___________________________________________________________________
 GC1779  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC1779  DYNAMIC HT  -         168.589 (meters)     553.11  (feet)  COMP
 GC1779  MODELED GRAV-     979,858.9   (mgal)                       NAVD 88
 GC1779
 GC1779  VERT ORDER  -  SECOND    CLASS 0
 GC1779
 GC1779.The horizontal coordinates were scaled from a topographic map and have
 GC1779.an estimated accuracy of +/- 6 seconds.
 GC1779
 GC1779.The orthometric height was determined by differential leveling
 GC1779.and adjusted by the National Geodetic Survey in June 1991..
 GC1779
 GC1779.The geoid height was determined by GEOID03.
 GC1779
 GC1779.The dynamic height is computed by dividing the NAVD 88
 GC1779.geopotential number by the normal gravity value computed on the
 GC1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1779.degrees latitude (g = 980.6199 gals.).
 GC1779
 GC1779.The modeled gravity was interpolated from observed gravity values.
 GC1779
 GC1779;                    North         East    Units  Estimated Accuracy
 GC1779;SPC KY1Z     - 1,075,580.    1,304,720.      MT  (+/- 180 meters Scaled)
 GC1779
 GC1779                          SUPERSEDED SURVEY CONTROL
 GC1779
 GC1779  NGVD 29 (??/??/92)  168.780  (m)          553.74   (f) ADJ UNCH    2 0
 GC1779
 GC1779.Superseded values are not recommended for survey control.
 GC1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1779.See file dsdata.txt to determine how the superseded data were derived.
 GC1779
 GC1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF160945(NAD 83)
 GC1779_MARKER: DD = SURVEY DISK
 GC1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1779_STAMPING: I24-L44 1966
 GC1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1779+STABILITY: SURFACE MOTION
 GC1779
 GC1779  HISTORY     - Date     Condition        Report By
 GC1779  HISTORY     - 1966     MONUMENTED       PAS
 GC1779
 GC1779                          STATION DESCRIPTION
 GC1779
 GC1779'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 GC1779'0.6 MI NW FROM LAMASCO.
 GC1779'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 903 FROM THE JUNCTION
 GC1779'WITH STATE HIGHWAY 93 IN LAMASCO, KENTUCKY TO A PRIVATE DRIVE
 GC1779'LEFT, THENCE, ABOUT 0.30 MILE SOUTHWEST ALONG PRIVATE DRIVE TO
 GC1779'END AND MARK ON RIGHT, 64.9 FEET NORTHWEST OF NORTHWEST CORNER OF
 GC1779'BARN, 58.8 FEET NORTH OF 18 IN HACKBERRY TREE, 18.5 FEET WEST OF
 GC1779'CENTER OF ROAD, 12.0 FEET SOUTH OF 8 IN CEDAR TREE AND 1.8 FEET
 GC1779'SOUTHEAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GC1779'OF HIGHWAYS TRAVERSE MARK DISK SET IN TOP OF CONCRETE POST
 GC1779'PROJECTING 6 INCHES AND STAMPED I24-L44 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1783 ***********************************************************************
 GC1783  DESIGNATION -  I24 L 45
 GC1783  PID         -  GC1783
 GC1783  STATE/COUNTY-  KY/LYON
 GC1783  USGS QUAD   -  LAMASCO (1983)
 GC1783
 GC1783                         *CURRENT SURVEY CONTROL
 GC1783  ___________________________________________________________________
 GC1783* NAD 83(1986)-  36 58 59.     (N)    087 55 27.     (W)     SCALED    
 GC1783* NAVD 88     -       168.852  (meters)     553.98   (feet)  ADJUSTED  
 GC1783  ___________________________________________________________________
 GC1783  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC1783  DYNAMIC HT  -         168.722 (meters)     553.55  (feet)  COMP
 GC1783  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 GC1783
 GC1783  VERT ORDER  -  SECOND    CLASS 0
 GC1783
 GC1783.The horizontal coordinates were scaled from a topographic map and have
 GC1783.an estimated accuracy of +/- 6 seconds.
 GC1783
 GC1783.The orthometric height was determined by differential leveling
 GC1783.and adjusted by the National Geodetic Survey in June 1991..
 GC1783
 GC1783.The geoid height was determined by GEOID03.
 GC1783
 GC1783.The dynamic height is computed by dividing the NAVD 88
 GC1783.geopotential number by the normal gravity value computed on the
 GC1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1783.degrees latitude (g = 980.6199 gals.).
 GC1783
 GC1783.The modeled gravity was interpolated from observed gravity values.
 GC1783
 GC1783;                    North         East    Units  Estimated Accuracy
 GC1783;SPC KY1Z     - 1,074,370.    1,306,440.      MT  (+/- 180 meters Scaled)
 GC1783
 GC1783                          SUPERSEDED SURVEY CONTROL
 GC1783
 GC1783  NGVD 29 (??/??/92)  168.913  (m)          554.18   (f) ADJ UNCH    2 0
 GC1783
 GC1783.Superseded values are not recommended for survey control.
 GC1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1783.See file dsdata.txt to determine how the superseded data were derived.
 GC1783
 GC1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF177933(NAD 83)
 GC1783_MARKER: DD = SURVEY DISK
 GC1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1783_STAMPING: I24-L45 1966
 GC1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1783+STABILITY: SURFACE MOTION
 GC1783
 GC1783  HISTORY     - Date     Condition        Report By
 GC1783  HISTORY     - 1966     MONUMENTED       PAS
 GC1783
 GC1783                          STATION DESCRIPTION
 GC1783
 GC1783'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 GC1783'0.7 MI SE FROM LAMASCO.
 GC1783'ABOUT 0.75 MILE SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE
 GC1783'INTERSECTION WITH STATE HIGHWAY 903 IN LAMASCO, KENTUCKY TO
 GC1783'PRIVATE DRIVE LEFT AND MARK ON LEFT, 50.5 FEET NORTH OF HIGHWAY
 GC1783'AND PRIVATE DRIVE INTERSECTION, 22.5 FEET NORTHWEST OF CENTER OF
 GC1783'PRIVATE DRIVE, 2.8 FEET NORTHEAST OF 36 IN WHITE OAK TREE AND
 GC1783'2.0 FEET SOUTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GC1783'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 GC1783'POST FLUSH WITH GROUND AND STAMPED I24-L45 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1784 ***********************************************************************
 GC1784  DESIGNATION -  I24 L 46
 GC1784  PID         -  GC1784
 GC1784  STATE/COUNTY-  KY/LYON
 GC1784  USGS QUAD   -  LAMASCO (1983)
 GC1784
 GC1784                         *CURRENT SURVEY CONTROL
 GC1784  ___________________________________________________________________
 GC1784* NAD 83(1986)-  36 58 17.     (N)    087 54 28.     (W)     SCALED    
 GC1784* NAVD 88     -       155.583  (meters)     510.44   (feet)  ADJUSTED  
 GC1784  ___________________________________________________________________
 GC1784  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC1784  DYNAMIC HT  -         155.463 (meters)     510.05  (feet)  COMP
 GC1784  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 GC1784
 GC1784  VERT ORDER  -  SECOND    CLASS 0
 GC1784
 GC1784.The horizontal coordinates were scaled from a topographic map and have
 GC1784.an estimated accuracy of +/- 6 seconds.
 GC1784
 GC1784.The orthometric height was determined by differential leveling
 GC1784.and adjusted by the National Geodetic Survey in June 1991..
 GC1784
 GC1784.The geoid height was determined by GEOID03.
 GC1784
 GC1784.The dynamic height is computed by dividing the NAVD 88
 GC1784.geopotential number by the normal gravity value computed on the
 GC1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1784.degrees latitude (g = 980.6199 gals.).
 GC1784
 GC1784.The modeled gravity was interpolated from observed gravity values.
 GC1784
 GC1784;                    North         East    Units  Estimated Accuracy
 GC1784;SPC KY1Z     - 1,073,040.    1,307,870.      MT  (+/- 180 meters Scaled)
 GC1784
 GC1784                          SUPERSEDED SURVEY CONTROL
 GC1784
 GC1784  NGVD 29 (??/??/92)  155.646  (m)          510.65   (f) ADJ UNCH    2 0
 GC1784
 GC1784.Superseded values are not recommended for survey control.
 GC1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1784.See file dsdata.txt to determine how the superseded data were derived.
 GC1784
 GC1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF191920(NAD 83)
 GC1784_MARKER: DD = SURVEY DISK
 GC1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1784_STAMPING: I24-L46 1966
 GC1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1784+STABILITY: SURFACE MOTION
 GC1784
 GC1784  HISTORY     - Date     Condition        Report By
 GC1784  HISTORY     - 1966     MONUMENTED       PAS
 GC1784
 GC1784                          STATION DESCRIPTION
 GC1784
 GC1784'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 GC1784'1.5 MI SE FROM LAMASCO.
 GC1784'ABOUT 1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE
 GC1784'INTERSECTION WITH STATE HIGHWAY 903 IN LAMASCO, KENTUCKY TO
 GC1784'DRY FORK CREEK AND MARK ON RIGHT, 9.9 FEET SOUTHWEST OF CENTER
 GC1784'OF HIGHWAY AND 3.7 FEET NORTHWEST OF METAL WITNESS POST AND
 GC1784'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 GC1784'TOP OF CONCRETE POST AND STAMPED I24-L46 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1790 ***********************************************************************
 GC1790  DESIGNATION -  I24 L 47
 GC1790  PID         -  GC1790
 GC1790  STATE/COUNTY-  KY/TRIGG
 GC1790  USGS QUAD   -  COBB (1983)
 GC1790
 GC1790                         *CURRENT SURVEY CONTROL
 GC1790  ___________________________________________________________________
 GC1790* NAD 83(1986)-  36 57 15.     (N)    087 51 48.     (W)     SCALED    
 GC1790* NAVD 88     -       147.016  (meters)     482.33   (feet)  ADJUSTED  
 GC1790  ___________________________________________________________________
 GC1790  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC1790  DYNAMIC HT  -         146.903 (meters)     481.96  (feet)  COMP
 GC1790  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 GC1790
 GC1790  VERT ORDER  -  SECOND    CLASS 0
 GC1790
 GC1790.The horizontal coordinates were scaled from a topographic map and have
 GC1790.an estimated accuracy of +/- 6 seconds.
 GC1790
 GC1790.The orthometric height was determined by differential leveling
 GC1790.and adjusted by the National Geodetic Survey in June 1991..
 GC1790
 GC1790.The geoid height was determined by GEOID03.
 GC1790
 GC1790.The dynamic height is computed by dividing the NAVD 88
 GC1790.geopotential number by the normal gravity value computed on the
 GC1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1790.degrees latitude (g = 980.6199 gals.).
 GC1790
 GC1790.The modeled gravity was interpolated from observed gravity values.
 GC1790
 GC1790;                    North         East    Units  Estimated Accuracy
 GC1790;SPC KY1Z     - 1,071,040.    1,311,790.      MT  (+/- 180 meters Scaled)
 GC1790
 GC1790                          SUPERSEDED SURVEY CONTROL
 GC1790
 GC1790  NGVD 29 (??/??/92)  147.083  (m)          482.55   (f) ADJ UNCH    2 0
 GC1790
 GC1790.Superseded values are not recommended for survey control.
 GC1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1790.See file dsdata.txt to determine how the superseded data were derived.
 GC1790
 GC1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF231901(NAD 83)
 GC1790_MARKER: DD = SURVEY DISK
 GC1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1790_STAMPING: I24-L47 1966
 GC1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1790+STABILITY: SURFACE MOTION
 GC1790
 GC1790  HISTORY     - Date     Condition        Report By
 GC1790  HISTORY     - 1966     MONUMENTED       PAS
 GC1790
 GC1790                          STATION DESCRIPTION
 GC1790
 GC1790'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 GC1790'4.7 MI W FROM WALLONIA.
 GC1790'ABOUT 4.60 MILES WEST ALONG STATE HIGHWAY 276 FROM THE
 GC1790'INTERSECTION WITH A PAVED ROAD SOUTH IN WALLONIA, KENTUCKY TO
 GC1790'T ROAD LEFT, 88.8 FEET SOUTHEAST OF ROAD INTERSECTION, 79.1
 GC1790'FEET NORTHWEST OF 28 IN TWIN RED OAK TREE, 43.7 FEET EAST OF
 GC1790'CENTER OF ROAD AND 1.8 FEET NORTHWEST OF METAL WITNESS POST AND
 GC1790'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 GC1790'TOP OF CONCRETE POST PROJECTING 6 INCHES AND STAMPED I24-L47
 GC1790'1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1791 ***********************************************************************
 GC1791  DESIGNATION -  I24 L 48
 GC1791  PID         -  GC1791
 GC1791  STATE/COUNTY-  KY/TRIGG
 GC1791  USGS QUAD   -  COBB (1983)
 GC1791
 GC1791                         *CURRENT SURVEY CONTROL
 GC1791  ___________________________________________________________________
 GC1791* NAD 83(1986)-  36 56 42.     (N)    087 51 24.     (W)     SCALED    
 GC1791* NAVD 88     -       165.234  (meters)     542.11   (feet)  ADJUSTED  
 GC1791  ___________________________________________________________________
 GC1791  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC1791  DYNAMIC HT  -         165.107 (meters)     541.69  (feet)  COMP
 GC1791  MODELED GRAV-     979,860.3   (mgal)                       NAVD 88
 GC1791
 GC1791  VERT ORDER  -  SECOND    CLASS 0
 GC1791
 GC1791.The horizontal coordinates were scaled from a topographic map and have
 GC1791.an estimated accuracy of +/- 6 seconds.
 GC1791
 GC1791.The orthometric height was determined by differential leveling
 GC1791.and adjusted by the National Geodetic Survey in June 1991..
 GC1791
 GC1791.The geoid height was determined by GEOID03.
 GC1791
 GC1791.The dynamic height is computed by dividing the NAVD 88
 GC1791.geopotential number by the normal gravity value computed on the
 GC1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1791.degrees latitude (g = 980.6199 gals.).
 GC1791
 GC1791.The modeled gravity was interpolated from observed gravity values.
 GC1791
 GC1791;                    North         East    Units  Estimated Accuracy
 GC1791;SPC KY1Z     - 1,070,010.    1,312,360.      MT  (+/- 180 meters Scaled)
 GC1791
 GC1791                          SUPERSEDED SURVEY CONTROL
 GC1791
 GC1791  NGVD 29 (??/??/92)  165.298  (m)          542.32   (f) ADJ UNCH    2 0
 GC1791
 GC1791.Superseded values are not recommended for survey control.
 GC1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1791.See file dsdata.txt to determine how the superseded data were derived.
 GC1791
 GC1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF237891(NAD 83)
 GC1791_MARKER: DD = SURVEY DISK
 GC1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1791_STAMPING: I24-L48 1966
 GC1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1791+STABILITY: SURFACE MOTION
 GC1791
 GC1791  HISTORY     - Date     Condition        Report By
 GC1791  HISTORY     - 1966     MONUMENTED       PAS
 GC1791
 GC1791                          STATION DESCRIPTION
 GC1791
 GC1791'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 GC1791'4 MI W FROM WALLONIA.
 GC1791'ABOUT 4.60 MILES WEST ALONG STATE HIGHWAY 276 FROM THE
 GC1791'INTERSECTION WITH A PAVED ROAD SOUTH IN WALLONIA, KENTUCKY TO
 GC1791'T ROAD LEFT, THENCE, ABOUT 0.75 MILE SOUTHEAST ALONG GRAVEL ROAD
 GC1791'TO PRIVATE DRIVE RIGHT AND MARK ON RIGHT, 26.7 FEET NORTHWEST
 GC1791'OF CENTER OF ROAD AND PRIVATE DRIVE INTERSECTION, 18.9 FEET WEST
 GC1791'OF CENTER OF ROAD, 12.9 FEET NORTH OF FENCE CORNER, 1.0 FOOT
 GC1791'EAST OF FENCE AND 0.8 FOOT EAST OF METAL WITNESS POST AND SIGN.
 GC1791'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP
 GC1791'OF CONCRETE POST PROJECTING 4 INCHES AND STAMPED I24-L48 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1792 ***********************************************************************
 GC1792  DESIGNATION -  I24 L 49
 GC1792  PID         -  GC1792
 GC1792  STATE/COUNTY-  KY/TRIGG
 GC1792  USGS QUAD   -  COBB (1983)
 GC1792
 GC1792                         *CURRENT SURVEY CONTROL
 GC1792  ___________________________________________________________________
 GC1792* NAD 83(1986)-  36 56 02.     (N)    087 51 10.     (W)     SCALED    
 GC1792* NAVD 88     -       144.153  (meters)     472.94   (feet)  ADJUSTED  
 GC1792  ___________________________________________________________________
 GC1792  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC1792  DYNAMIC HT  -         144.042 (meters)     472.58  (feet)  COMP
 GC1792  MODELED GRAV-     979,860.9   (mgal)                       NAVD 88
 GC1792
 GC1792  VERT ORDER  -  SECOND    CLASS 0
 GC1792
 GC1792.The horizontal coordinates were scaled from a topographic map and have
 GC1792.an estimated accuracy of +/- 6 seconds.
 GC1792
 GC1792.The orthometric height was determined by differential leveling
 GC1792.and adjusted by the National Geodetic Survey in June 1991..
 GC1792
 GC1792.The geoid height was determined by GEOID03.
 GC1792
 GC1792.The dynamic height is computed by dividing the NAVD 88
 GC1792.geopotential number by the normal gravity value computed on the
 GC1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1792.degrees latitude (g = 980.6199 gals.).
 GC1792
 GC1792.The modeled gravity was interpolated from observed gravity values.
 GC1792
 GC1792;                    North         East    Units  Estimated Accuracy
 GC1792;SPC KY1Z     - 1,068,760.    1,312,680.      MT  (+/- 180 meters Scaled)
 GC1792
 GC1792                          SUPERSEDED SURVEY CONTROL
 GC1792
 GC1792  NGVD 29 (??/??/92)  144.220  (m)          473.16   (f) ADJ UNCH    2 0
 GC1792
 GC1792.Superseded values are not recommended for survey control.
 GC1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1792.See file dsdata.txt to determine how the superseded data were derived.
 GC1792
 GC1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF240878(NAD 83)
 GC1792_MARKER: DD = SURVEY DISK
 GC1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1792_STAMPING: I24-L49 1966
 GC1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1792+STABILITY: SURFACE MOTION
 GC1792
 GC1792  HISTORY     - Date     Condition        Report By
 GC1792  HISTORY     - 1966     MONUMENTED       PAS
 GC1792
 GC1792                          STATION DESCRIPTION
 GC1792
 GC1792'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 GC1792'3.9 MI W FROM WALLONIA.
 GC1792'ABOUT 4.60 MILES WEST ALONG STATE HIGHWAY 276 FROM THE
 GC1792'INTERSECTION WITH A PAVED ROAD IN WALLONIA, KENTUCKY TO T ROAD
 GC1792'LEFT, THENCE, ABOUT 1.55 MILES SOUTHEAST ALONG GRAVEL ROAD TO
 GC1792'PRIVATE DRIVE RIGHT AND MARK ON RIGHT, 40.6 FEET WEST OF CENTER
 GC1792'OF ROAD AND PRIVATE DRIVE INTERSECTION, 21.9 FEET NORTHEAST OF
 GC1792'10 IN CEDAR TREE, 3.8 FEET NORTHWEST OF 12 IN WHITE OAK TREE AND
 GC1792'1.9 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GC1792'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 GC1792'POST PROJECTING 6 INCHES AND STAMPED I24-L49 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0455 ***********************************************************************
 HB0455  DESIGNATION -  I24 L 5
 HB0455  PID         -  HB0455
 HB0455  STATE/COUNTY-  KY/MCCRACKEN
 HB0455  USGS QUAD   -  PADUCAH WEST (1982)
 HB0455
 HB0455                         *CURRENT SURVEY CONTROL
 HB0455  ___________________________________________________________________
 HB0455* NAD 83(1986)-  37 04 43.     (N)    088 40 19.     (W)     SCALED    
 HB0455* NAVD 88     -       115.255  (meters)     378.13   (feet)  ADJUSTED  
 HB0455  ___________________________________________________________________
 HB0455  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HB0455  DYNAMIC HT  -         115.170 (meters)     377.85  (feet)  COMP
 HB0455  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 HB0455
 HB0455  VERT ORDER  -  SECOND    CLASS 0
 HB0455
 HB0455.The horizontal coordinates were scaled from a topographic map and have
 HB0455.an estimated accuracy of +/- 6 seconds.
 HB0455
 HB0455.The orthometric height was determined by differential leveling
 HB0455.and adjusted by the National Geodetic Survey in June 1991..
 HB0455
 HB0455.The geoid height was determined by GEOID03.
 HB0455
 HB0455.The dynamic height is computed by dividing the NAVD 88
 HB0455.geopotential number by the normal gravity value computed on the
 HB0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0455.degrees latitude (g = 980.6199 gals.).
 HB0455
 HB0455.The modeled gravity was interpolated from observed gravity values.
 HB0455
 HB0455;                    North         East    Units  Estimated Accuracy
 HB0455;SPC KY1Z     - 1,086,780.    1,240,220.      MT  (+/- 180 meters Scaled)
 HB0455
 HB0455                          SUPERSEDED SURVEY CONTROL
 HB0455
 HB0455  NGVD 29 (??/??/??)  115.245  (m)          378.10   (f) ADJUSTED    2 0
 HB0455
 HB0455.Superseded values are not recommended for survey control.
 HB0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0455.See file dsdata.txt to determine how the superseded data were derived.
 HB0455
 HB0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG513049(NAD 83)
 HB0455_MARKER: DD = SURVEY DISK
 HB0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0455_STAMPING: I24-L5-1965
 HB0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0455+STABILITY: SURFACE MOTION
 HB0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0455+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 HB0455
 HB0455  HISTORY     - Date     Condition        Report By
 HB0455  HISTORY     - 1965     MONUMENTED       PAS
 HB0455  HISTORY     - 1972     GOOD             NGS
 HB0455  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0455  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0455  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0455  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 HB0455  HISTORY     - 20050601 GOOD             KYDT
 HB0455
 HB0455                          STATION DESCRIPTION
 HB0455
 HB0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HB0455'2.1 MI W FROM PADUCAH.
 HB0455'ABOUT 2.0 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE INTERCHANGE
 HB0455'OF NORTH 28TH STREET AND PARK AVENUE (AT ENTRANCE INTO BOB
 HB0455'NOBLE PARK) IN PADUCAH TO THE JUNCTION WITH STATE ROUTE 788
 HB0455'(FRIEDMAN LANE), THENCE SOUTH ALONG STATE ROUTE 788 FOR 0.15
 HB0455'OF A MILE TO THE T JUNCTION WITH SPRINGDALE CIRCLE AND THE MARK
 HB0455'ON THE LEFT, 57 FEET SOUTH OF THE SOUTHEAST CORNER OF A STONE
 HB0455'HOUSE, 44 FEET NORTH OF THE APPROXIMATE INTERSECTION OF STATE
 HB0455'ROUTE 788 (FRIEDMAN LANE) AND SPRINGDALE CIRCLE, 36 FEET
 HB0455'NORTHEAST OF THE APPROXIMATE CENTER OF FRIEDMAN LANE, 24 FEET
 HB0455'NORTHWEST OF THE APPROXIMATE CENTER OF SPRINGDALE CIRCLE, AND 15 FEET
 HB0455'NORTHEAST OF THE APPROXIMATE CENTER OF A CONCRETE CULVERT
 HB0455'HEADWALL.  IT IS A KENTUCKY DEPARTMENT OF HIGHWAYS DISK SET IN
 HB0455'THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 HB0455'DISK IS STAMPED I24-L5-1965.  AS THE MARK IS IN A MOWED AND TENDED
 HB0455'AREA, NO WITNESS POST WAS SET.  NOTE-- IN JULY 1971 THE MARK WAS
 HB0455'VISITED AND TWO TBMS ESTABLISHED FOR FEAR THE MARK MIGHT BE
 HB0455'DESTROYED.  IT WAS NOT IN ANY WAY DISTURBED BY CONSTRUCTION.
 HB0455
 HB0455                          STATION RECOVERY (1978)
 HB0455
 HB0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0455'MARK NOT FOUND.
 HB0455
 HB0455                          STATION RECOVERY (1978)
 HB0455
 HB0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0455'MARK NOT FOUND.
 HB0455
 HB0455                          STATION RECOVERY (1978)
 HB0455
 HB0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0455'MARK NOT FOUND.
 HB0455
 HB0455                          STATION RECOVERY (2003)
 HB0455
 HB0455'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0455'MARK NOT FOUND.
 HB0455
 HB0455                          STATION RECOVERY (2005)
 HB0455
 HB0455'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0455'MARK IS 13.5 FEET SOUTH OF A 3 INCH FORKED SMOKE TREE BUSH, 8 FEET
 HB0455'WEST-NORTHWEST OF STOP/STREET SIGN POST, BURIED 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1793 ***********************************************************************
 GC1793  DESIGNATION -  I24 L 50
 GC1793  PID         -  GC1793
 GC1793  STATE/COUNTY-  KY/TRIGG
 GC1793  USGS QUAD   -  COBB (1983)
 GC1793
 GC1793                         *CURRENT SURVEY CONTROL
 GC1793  ___________________________________________________________________
 GC1793* NAD 83(1986)-  36 55 49.     (N)    087 50 12.     (W)     SCALED    
 GC1793* NAVD 88     -       150.240  (meters)     492.91   (feet)  ADJUSTED  
 GC1793  ___________________________________________________________________
 GC1793  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC1793  DYNAMIC HT  -         150.125 (meters)     492.54  (feet)  COMP
 GC1793  MODELED GRAV-     979,861.2   (mgal)                       NAVD 88
 GC1793
 GC1793  VERT ORDER  -  SECOND    CLASS 0
 GC1793
 GC1793.The horizontal coordinates were scaled from a topographic map and have
 GC1793.an estimated accuracy of +/- 6 seconds.
 GC1793
 GC1793.The orthometric height was determined by differential leveling
 GC1793.and adjusted by the National Geodetic Survey in June 1991..
 GC1793
 GC1793.The geoid height was determined by GEOID03.
 GC1793
 GC1793.The dynamic height is computed by dividing the NAVD 88
 GC1793.geopotential number by the normal gravity value computed on the
 GC1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1793.degrees latitude (g = 980.6199 gals.).
 GC1793
 GC1793.The modeled gravity was interpolated from observed gravity values.
 GC1793
 GC1793;                    North         East    Units  Estimated Accuracy
 GC1793;SPC KY1Z     - 1,068,330.    1,314,100.      MT  (+/- 180 meters Scaled)
 GC1793
 GC1793                          SUPERSEDED SURVEY CONTROL
 GC1793
 GC1793  NGVD 29 (??/??/92)  150.307  (m)          493.13   (f) ADJ UNCH    2 0
 GC1793
 GC1793.Superseded values are not recommended for survey control.
 GC1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1793.See file dsdata.txt to determine how the superseded data were derived.
 GC1793
 GC1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF254874(NAD 83)
 GC1793_MARKER: DD = SURVEY DISK
 GC1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1793_STAMPING: I24-L50 1966
 GC1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1793+STABILITY: SURFACE MOTION
 GC1793
 GC1793  HISTORY     - Date     Condition        Report By
 GC1793  HISTORY     - 1966     MONUMENTED       PAS
 GC1793
 GC1793                          STATION DESCRIPTION
 GC1793
 GC1793'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 GC1793'3.1 MI SW FROM WALLONIA.
 GC1793'ABOUT 1.50 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE JUNCTION
 GC1793'OF STATE HIGHWAY 276 IN WALLONIA, KENTUCKY TO STATE HIGHWAY 124,
 GC1793'THENCE, ABOUT 0.90 MILE SOUTHWEST ALONG STATE HIGHWAY 124 TO
 GC1793'CROSSROAD, THENCE, ABOUT 1.80 MILE WEST ALONG PAVED ROAD TO T
 GC1793'ROAD RIGHT, THENCE, ABOUT 1.95 MILES WEST TO PRIVATE DRIVE
 GC1793'RIGHT AND MARK ON THE RIGHT, 44.0 FEET NORTH OF CENTER OF ROAD
 GC1793'AND DRIVE INTERSECTION, 14.6 FEET EAST OF POWER POLE WITH
 GC1793'TRANSFORMER, 10.7 FEET WEST OF CENTER OF DRIVE, 4.3 FEET SOUTHWEST OF
 GC1793'FENCE CORNER AND 2.0 FEET SOUTH OF METAL WITNESS POST AND SIGN.
 GC1793'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A
 GC1793'CONCRETE POST PROJECTING 4 INCHES AND STAMPED I24-L50 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1794 ***********************************************************************
 GC1794  DESIGNATION -  I24 L 51
 GC1794  PID         -  GC1794
 GC1794  STATE/COUNTY-  KY/TRIGG
 GC1794  USGS QUAD   -  COBB (1983)
 GC1794
 GC1794                         *CURRENT SURVEY CONTROL
 GC1794  ___________________________________________________________________
 GC1794* NAD 83(1986)-  36 55 47.     (N)    087 49 05.     (W)     SCALED    
 GC1794* NAVD 88     -       132.229  (meters)     433.82   (feet)  ADJUSTED  
 GC1794  ___________________________________________________________________
 GC1794  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC1794  DYNAMIC HT  -         132.127 (meters)     433.49  (feet)  COMP
 GC1794  MODELED GRAV-     979,860.7   (mgal)                       NAVD 88
 GC1794
 GC1794  VERT ORDER  -  SECOND    CLASS 0
 GC1794
 GC1794.The horizontal coordinates were scaled from a topographic map and have
 GC1794.an estimated accuracy of +/- 6 seconds.
 GC1794
 GC1794.The orthometric height was determined by differential leveling
 GC1794.and adjusted by the National Geodetic Survey in June 1991..
 GC1794
 GC1794.The geoid height was determined by GEOID03.
 GC1794
 GC1794.The dynamic height is computed by dividing the NAVD 88
 GC1794.geopotential number by the normal gravity value computed on the
 GC1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1794.degrees latitude (g = 980.6199 gals.).
 GC1794
 GC1794.The modeled gravity was interpolated from observed gravity values.
 GC1794
 GC1794;                    North         East    Units  Estimated Accuracy
 GC1794;SPC KY1Z     - 1,068,230.    1,315,760.      MT  (+/- 180 meters Scaled)
 GC1794
 GC1794                          SUPERSEDED SURVEY CONTROL
 GC1794
 GC1794  NGVD 29 (??/??/92)  132.299  (m)          434.05   (f) ADJ UNCH    2 0
 GC1794
 GC1794.Superseded values are not recommended for survey control.
 GC1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1794.See file dsdata.txt to determine how the superseded data were derived.
 GC1794
 GC1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF271873(NAD 83)
 GC1794_MARKER: DD = SURVEY DISK
 GC1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1794_STAMPING: I24-L51 1966
 GC1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1794+STABILITY: SURFACE MOTION
 GC1794
 GC1794  HISTORY     - Date     Condition        Report By
 GC1794  HISTORY     - 1966     MONUMENTED       PAS
 GC1794
 GC1794                          STATION DESCRIPTION
 GC1794
 GC1794'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 GC1794'2.1 MI SW FROM WALLONIA.
 GC1794'ABOUT 1.50 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE JUNCTION
 GC1794'WITH STATE HIGHWAY 276 IN WALLONIA, KENTUCKY TO STATE HIGHWAY
 GC1794'124, THENCE, ABOUT 0.90 MILE SOUTHWEST ALONG STATE HIGHWAY 124
 GC1794'TO CROSSROAD, THENCE, ABOUT 1.80 MILES WEST ALONG PAVED ROAD TO
 GC1794'T ROAD RIGHT, THENCE, ABOUT 0.95 MILE WEST TO PRIVATE ROAD
 GC1794'RIGHT AND MARK ON RIGHT, 53.8 FEET EAST OF FENCE CORNER, 48.5
 GC1794'FEET NORTHEAST OF CENTER OF ROAD INTERSECTION, 22.7 FEET NORTH
 GC1794'OF CENTER OF ROAD, 1.8 FEET WEST OF FENCE CORNER AND 1.3 FEET
 GC1794'WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 GC1794'HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 GC1794'4 INCHES AND STAMPED I24-L51 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1795 ***********************************************************************
 GC1795  DESIGNATION -  I24 L 52
 GC1795  PID         -  GC1795
 GC1795  STATE/COUNTY-  KY/TRIGG
 GC1795  USGS QUAD   -  COBB (1983)
 GC1795
 GC1795                         *CURRENT SURVEY CONTROL
 GC1795  ___________________________________________________________________
 GC1795* NAD 83(1986)-  36 55 30.     (N)    087 48 13.     (W)     SCALED    
 GC1795* NAVD 88     -       138.033  (meters)     452.86   (feet)  ADJUSTED  
 GC1795  ___________________________________________________________________
 GC1795  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC1795  DYNAMIC HT  -         137.927 (meters)     452.52  (feet)  COMP
 GC1795  MODELED GRAV-     979,859.8   (mgal)                       NAVD 88
 GC1795
 GC1795  VERT ORDER  -  SECOND    CLASS 0
 GC1795
 GC1795.The horizontal coordinates were scaled from a topographic map and have
 GC1795.an estimated accuracy of +/- 6 seconds.
 GC1795
 GC1795.The orthometric height was determined by differential leveling
 GC1795.and adjusted by the National Geodetic Survey in June 1991..
 GC1795
 GC1795.The geoid height was determined by GEOID03.
 GC1795
 GC1795.The dynamic height is computed by dividing the NAVD 88
 GC1795.geopotential number by the normal gravity value computed on the
 GC1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1795.degrees latitude (g = 980.6199 gals.).
 GC1795
 GC1795.The modeled gravity was interpolated from observed gravity values.
 GC1795
 GC1795;                    North         East    Units  Estimated Accuracy
 GC1795;SPC KY1Z     - 1,067,680.    1,317,030.      MT  (+/- 180 meters Scaled)
 GC1795
 GC1795                          SUPERSEDED SURVEY CONTROL
 GC1795
 GC1795  NGVD 29 (??/??/92)  138.103  (m)          453.09   (f) ADJ UNCH    2 0
 GC1795
 GC1795.Superseded values are not recommended for survey control.
 GC1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1795.See file dsdata.txt to determine how the superseded data were derived.
 GC1795
 GC1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF284868(NAD 83)
 GC1795_MARKER: DD = SURVEY DISK
 GC1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1795_STAMPING: I24-L52 1966
 GC1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1795+STABILITY: SURFACE MOTION
 GC1795
 GC1795  HISTORY     - Date     Condition        Report By
 GC1795  HISTORY     - 1966     MONUMENTED       PAS
 GC1795
 GC1795                          STATION DESCRIPTION
 GC1795
 GC1795'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 GC1795'1.8 MI SW FROM WALLONIA.
 GC1795'ABOUT 1.50 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE JUNCTION
 GC1795'WITH STATE HIGHWAY 276 IN WALLONIA, KENTUCKY TO STATE HIGHWAY
 GC1795'124, THENCE, ABOUT 0.90 MILE SOUTHWEST ALONG STATE HIGHWAY 124
 GC1795'TO CROSSROAD, THENCE, ABOUT 1.55 MILES WEST ALONG PAVED ROAD TO
 GC1795'MARK ON RIGHT, 33.8 FEET NORTH OF CENTER OF ROAD, 11.0 FEET WEST
 GC1795'OF A 20 IN THORN TREE AND 1.5 FEET SOUTH OF METAL WITNESS POST
 GC1795'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 GC1795'IN TOP OF CONCRETE POST PROJECTING 6 INCHES AND STAMPED I24-L52
 GC1795'1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1800 ***********************************************************************
 GC1800  DESIGNATION -  I24 L 53
 GC1800  PID         -  GC1800
 GC1800  STATE/COUNTY-  KY/TRIGG
 GC1800  USGS QUAD   -  COBB (1983)
 GC1800
 GC1800                         *CURRENT SURVEY CONTROL
 GC1800  ___________________________________________________________________
 GC1800* NAD 83(1986)-  36 54 34.     (N)    087 45 34.     (W)     SCALED    
 GC1800* NAVD 88     -       138.496  (meters)     454.38   (feet)  ADJUSTED  
 GC1800  ___________________________________________________________________
 GC1800  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC1800  DYNAMIC HT  -         138.389 (meters)     454.03  (feet)  COMP
 GC1800  MODELED GRAV-     979,857.3   (mgal)                       NAVD 88
 GC1800
 GC1800  VERT ORDER  -  SECOND    CLASS 0
 GC1800
 GC1800.The horizontal coordinates were scaled from a topographic map and have
 GC1800.an estimated accuracy of +/- 6 seconds.
 GC1800
 GC1800.The orthometric height was determined by differential leveling
 GC1800.and adjusted by the National Geodetic Survey in June 1991..
 GC1800
 GC1800.The geoid height was determined by GEOID03.
 GC1800
 GC1800.The dynamic height is computed by dividing the NAVD 88
 GC1800.geopotential number by the normal gravity value computed on the
 GC1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1800.degrees latitude (g = 980.6199 gals.).
 GC1800
 GC1800.The modeled gravity was interpolated from observed gravity values.
 GC1800
 GC1800;                    North         East    Units  Estimated Accuracy
 GC1800;SPC KY1Z     - 1,065,870.    1,320,930.      MT  (+/- 180 meters Scaled)
 GC1800
 GC1800                          SUPERSEDED SURVEY CONTROL
 GC1800
 GC1800  NGVD 29 (??/??/92)  138.566  (m)          454.61   (f) ADJ UNCH    2 0
 GC1800
 GC1800.Superseded values are not recommended for survey control.
 GC1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1800.See file dsdata.txt to determine how the superseded data were derived.
 GC1800
 GC1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF323850(NAD 83)
 GC1800_MARKER: DD = SURVEY DISK
 GC1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1800_STAMPING: I24-L53 1966
 GC1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1800+STABILITY: SURFACE MOTION
 GC1800
 GC1800  HISTORY     - Date     Condition        Report By
 GC1800  HISTORY     - 1966     MONUMENTED       PAS
 GC1800
 GC1800                          STATION DESCRIPTION
 GC1800
 GC1800'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 GC1800'2.8 MI SE FROM WALLONIA.
 GC1800'ABOUT 2.75 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE
 GC1800'INTERSECTION WITH STATE HIGHWAY 276 IN WALLONIA, KENTUCKY
 GC1800'(CROSSING STATE HIGHWAY 124 AT 1.50 MILES) TO T ROAD RIGHT AND
 GC1800'MARK ON RIGHT, 99.6 FEET NORTHWEST OF ROAD INTERSECTION, 16.8
 GC1800'FEET SOUTH OF 16 IN WHITE OAK TREE, 10.6 FEET NORTH OF 16 IN
 GC1800'WHITE OAK TREE AND 1.8 FEET EAST OF METAL WITNESS POST AND SIGN.
 GC1800'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GC1800'CONCRETE POST PROJECTING 4 INCHES AND STAMPED I24-L53 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1801 ***********************************************************************
 GC1801  DESIGNATION -  I24 L 54
 GC1801  PID         -  GC1801
 GC1801  STATE/COUNTY-  KY/TRIGG
 GC1801  USGS QUAD   -  COBB (1983)
 GC1801
 GC1801                         *CURRENT SURVEY CONTROL
 GC1801  ___________________________________________________________________
 GC1801* NAD 83(1986)-  36 53 45.     (N)    087 45 20.     (W)     SCALED    
 GC1801* NAVD 88     -       166.007  (meters)     544.64   (feet)  ADJUSTED  
 GC1801  ___________________________________________________________________
 GC1801  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC1801  DYNAMIC HT  -         165.879 (meters)     544.22  (feet)  COMP
 GC1801  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 GC1801
 GC1801  VERT ORDER  -  SECOND    CLASS 0
 GC1801
 GC1801.The horizontal coordinates were scaled from a topographic map and have
 GC1801.an estimated accuracy of +/- 6 seconds.
 GC1801
 GC1801.The orthometric height was determined by differential leveling
 GC1801.and adjusted by the National Geodetic Survey in June 1991..
 GC1801
 GC1801.The geoid height was determined by GEOID03.
 GC1801
 GC1801.The dynamic height is computed by dividing the NAVD 88
 GC1801.geopotential number by the normal gravity value computed on the
 GC1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1801.degrees latitude (g = 980.6199 gals.).
 GC1801
 GC1801.The modeled gravity was interpolated from observed gravity values.
 GC1801
 GC1801;                    North         East    Units  Estimated Accuracy
 GC1801;SPC KY1Z     - 1,064,350.    1,321,240.      MT  (+/- 180 meters Scaled)
 GC1801
 GC1801                          SUPERSEDED SURVEY CONTROL
 GC1801
 GC1801  NGVD 29 (??/??/92)  166.075  (m)          544.86   (f) ADJ UNCH    2 0
 GC1801
 GC1801.Superseded values are not recommended for survey control.
 GC1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1801.See file dsdata.txt to determine how the superseded data were derived.
 GC1801
 GC1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF326835(NAD 83)
 GC1801_MARKER: DD = SURVEY DISK
 GC1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1801_STAMPING: I24-L54 1966
 GC1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1801+STABILITY: SURFACE MOTION
 GC1801
 GC1801  HISTORY     - Date     Condition        Report By
 GC1801  HISTORY     - 1966     MONUMENTED       PAS
 GC1801
 GC1801                          STATION DESCRIPTION
 GC1801
 GC1801'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 GC1801'3.6 MI SE FROM WALLONIA.
 GC1801'ABOUT 3.65 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE INTERSECTION
 GC1801'WITH STATE HIGHWAY 276 IN WALLONIA, KENTUCKY (CROSSING STATE
 GC1801'HIGHWAY 124 AT 1.50 MILES) TO TOP OF HILL AND MARK ON RIGHT, 103
 GC1801'FEET SOUTH OF 15 IN RED OAK TREE, 27.4 FEET WEST OF CENTER OF
 GC1801'ROAD AND 1.2 FEET EAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GC1801'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 GC1801'POST PROJECTING 4 INCHES AND STAMPED I24-L54 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1810 ***********************************************************************
 GC1810  DESIGNATION -  I24 L 55
 GC1810  PID         -  GC1810
 GC1810  STATE/COUNTY-  KY/TRIGG
 GC1810  USGS QUAD   -  CALEDONIA (1981)
 GC1810
 GC1810                         *CURRENT SURVEY CONTROL
 GC1810  ___________________________________________________________________
 GC1810* NAD 83(1986)-  36 51 03.     (N)    087 41 16.     (W)     SCALED    
 GC1810* NAVD 88     -       143.906  (meters)     472.13   (feet)  ADJUSTED  
 GC1810  ___________________________________________________________________
 GC1810  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1810  DYNAMIC HT  -         143.793 (meters)     471.76  (feet)  COMP
 GC1810  MODELED GRAV-     979,849.2   (mgal)                       NAVD 88
 GC1810
 GC1810  VERT ORDER  -  SECOND    CLASS 0
 GC1810
 GC1810.The horizontal coordinates were scaled from a topographic map and have
 GC1810.an estimated accuracy of +/- 6 seconds.
 GC1810
 GC1810.The orthometric height was determined by differential leveling
 GC1810.and adjusted by the National Geodetic Survey in June 1991..
 GC1810
 GC1810.The geoid height was determined by GEOID03.
 GC1810
 GC1810.The dynamic height is computed by dividing the NAVD 88
 GC1810.geopotential number by the normal gravity value computed on the
 GC1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1810.degrees latitude (g = 980.6199 gals.).
 GC1810
 GC1810.The modeled gravity was interpolated from observed gravity values.
 GC1810
 GC1810;                    North         East    Units  Estimated Accuracy
 GC1810;SPC KY1Z     - 1,059,230.    1,327,180.      MT  (+/- 180 meters Scaled)
 GC1810
 GC1810                          SUPERSEDED SURVEY CONTROL
 GC1810
 GC1810  NGVD 29 (??/??/92)  143.973  (m)          472.35   (f) ADJ UNCH    2 0
 GC1810
 GC1810.Superseded values are not recommended for survey control.
 GC1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1810.See file dsdata.txt to determine how the superseded data were derived.
 GC1810
 GC1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF386785(NAD 83)
 GC1810_MARKER: DD = SURVEY DISK
 GC1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1810_STAMPING: I24 L-55 1967
 GC1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1810+STABILITY: SURFACE MOTION
 GC1810
 GC1810  HISTORY     - Date     Condition        Report By
 GC1810  HISTORY     - 1967     MONUMENTED       PAS
 GC1810  HISTORY     - 1968     GOOD             PAS
 GC1810
 GC1810                          STATION DESCRIPTION
 GC1810
 GC1810'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1810'2 MI SW FROM GRACEY.
 GC1810'ABOUT 0.23 MILE SOUTH EAST ALONG KY 117 FROM INTERSECTION OF
 GC1810'117 AND U.S. 68 IN GRACEY TO A PAVED RD. RT. THENCE ABOUT 1.59
 GC1810'MILE SOUTH WEST ALONG PAVED RD. TO A GRAVEL DR. RT. THENCE, ABOUT
 GC1810'0.83 MILE SOUTH ALONG GRAVEL DR. THRU TWO FARM GATES TO A THIRD
 GC1810'GATE AND STATION ON THE RT., 22.00 FEET EAST OF POWER POLE, 11.90
 GC1810'FEET WEST OF GATE POST, AND 1.20 FEET NORTH OF METAL WITNESS POST
 GC1810'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 GC1810'IN TOP OF CONCRETE POST PROJECTING 6 INCHES AND STAMPED I-24
 GC1810'L-55 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1811 ***********************************************************************
 GC1811  DESIGNATION -  I24 L 56
 GC1811  PID         -  GC1811
 GC1811  STATE/COUNTY-  KY/CHRISTIAN
 GC1811  USGS QUAD   -  CALEDONIA (1981)
 GC1811
 GC1811                         *CURRENT SURVEY CONTROL
 GC1811  ___________________________________________________________________
 GC1811* NAD 83(1986)-  36 50 12.     (N)    087 40 03.     (W)     SCALED    
 GC1811* NAVD 88     -       146.181  (meters)     479.60   (feet)  ADJUSTED  
 GC1811  ___________________________________________________________________
 GC1811  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC1811  DYNAMIC HT  -         146.067 (meters)     479.22  (feet)  COMP
 GC1811  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 GC1811
 GC1811  VERT ORDER  -  SECOND    CLASS 0
 GC1811
 GC1811.The horizontal coordinates were scaled from a topographic map and have
 GC1811.an estimated accuracy of +/- 6 seconds.
 GC1811
 GC1811.The orthometric height was determined by differential leveling
 GC1811.and adjusted by the National Geodetic Survey in June 1991..
 GC1811
 GC1811.The geoid height was determined by GEOID03.
 GC1811
 GC1811.The dynamic height is computed by dividing the NAVD 88
 GC1811.geopotential number by the normal gravity value computed on the
 GC1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1811.degrees latitude (g = 980.6199 gals.).
 GC1811
 GC1811.The modeled gravity was interpolated from observed gravity values.
 GC1811
 GC1811;                    North         East    Units  Estimated Accuracy
 GC1811;SPC KY1Z     - 1,057,620.    1,328,960.      MT  (+/- 180 meters Scaled)
 GC1811
 GC1811                          SUPERSEDED SURVEY CONTROL
 GC1811
 GC1811  NGVD 29 (??/??/92)  146.246  (m)          479.81   (f) ADJ UNCH    2 0
 GC1811
 GC1811.Superseded values are not recommended for survey control.
 GC1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1811.See file dsdata.txt to determine how the superseded data were derived.
 GC1811
 GC1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF404769(NAD 83)
 GC1811_MARKER: DD = SURVEY DISK
 GC1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1811_STAMPING: I-24 L-56 1967
 GC1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1811+STABILITY: SURFACE MOTION
 GC1811
 GC1811  HISTORY     - Date     Condition        Report By
 GC1811  HISTORY     - 1967     MONUMENTED       PAS
 GC1811  HISTORY     - 1968     GOOD             PAS
 GC1811
 GC1811                          STATION DESCRIPTION
 GC1811
 GC1811'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1811'1.5 MI W FROM JULIEN.
 GC1811'ABOUT 1.50 MILE WEST ALONG STATE HGWY 272 FROM INTERSECTION OF
 GC1811'272 AND 117 IN JULIEN, TO PRIVATE DRIVE NORTH THENCE, ABOUT 0.60
 GC1811'MILE NORTH TO BARN AND MARK, 63.2 FEET NORTH EAST OF NW CORNER
 GC1811'OF BARN, 40.5 FEET NORTH OF NE CORNER OF BARN, AND 1.0 FEET
 GC1811'SOUTH WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GC1811'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST
 GC1811'PROJECTING 6 INCHES AND STAMPED I-24 L-56 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1812 ***********************************************************************
 GC1812  DESIGNATION -  I24 L 57
 GC1812  PID         -  GC1812
 GC1812  STATE/COUNTY-  KY/CHRISTIAN
 GC1812  USGS QUAD   -  CALEDONIA (1981)
 GC1812
 GC1812                         *CURRENT SURVEY CONTROL
 GC1812  ___________________________________________________________________
 GC1812* NAD 83(1986)-  36 49 51.     (N)    087 39 21.     (W)     SCALED    
 GC1812* NAVD 88     -       149.464  (meters)     490.37   (feet)  ADJUSTED  
 GC1812  ___________________________________________________________________
 GC1812  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC1812  DYNAMIC HT  -         149.347 (meters)     489.98  (feet)  COMP
 GC1812  MODELED GRAV-     979,847.3   (mgal)                       NAVD 88
 GC1812
 GC1812  VERT ORDER  -  SECOND    CLASS 0
 GC1812
 GC1812.The horizontal coordinates were scaled from a topographic map and have
 GC1812.an estimated accuracy of +/- 6 seconds.
 GC1812
 GC1812.The orthometric height was determined by differential leveling
 GC1812.and adjusted by the National Geodetic Survey in June 1991..
 GC1812
 GC1812.The geoid height was determined by GEOID03.
 GC1812
 GC1812.The dynamic height is computed by dividing the NAVD 88
 GC1812.geopotential number by the normal gravity value computed on the
 GC1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1812.degrees latitude (g = 980.6199 gals.).
 GC1812
 GC1812.The modeled gravity was interpolated from observed gravity values.
 GC1812
 GC1812;                    North         East    Units  Estimated Accuracy
 GC1812;SPC KY1Z     - 1,056,950.    1,329,980.      MT  (+/- 180 meters Scaled)
 GC1812
 GC1812                          SUPERSEDED SURVEY CONTROL
 GC1812
 GC1812  NGVD 29 (??/??/92)  149.527  (m)          490.57   (f) ADJ UNCH    2 0
 GC1812
 GC1812.Superseded values are not recommended for survey control.
 GC1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1812.See file dsdata.txt to determine how the superseded data were derived.
 GC1812
 GC1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF415763(NAD 83)
 GC1812_MARKER: DD = SURVEY DISK
 GC1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1812_STAMPING: I-24 L-57 1967
 GC1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1812+STABILITY: SURFACE MOTION
 GC1812
 GC1812  HISTORY     - Date     Condition        Report By
 GC1812  HISTORY     - 1967     MONUMENTED       PAS
 GC1812  HISTORY     - 1968     GOOD             PAS
 GC1812
 GC1812                          STATION DESCRIPTION
 GC1812
 GC1812'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1812'1 MI W FROM JULIEN.
 GC1812'ABOUT 1.0 MILE WEST ALONG STATE HGWY 272 FROM INTERSECTION OF 272
 GC1812'AND 117 IN JULIEN, 43.0 FEET WEST OF CENTER OF ROAD AND DRIVE,
 GC1812'30.0 FEET NORTH WEST OF CENTERLINE OF ROAD, 14.2 FEET SOUTH WEST
 GC1812'OF FENCE CORNER, 4.0 FEET NORTH EAST OF POWER POLE, AND 1.8 FEET
 GC1812'NORTH WEST OF METAL WITNESS POST AND SIGN AND SETTING ON A BANK
 GC1812'ABOUT 4 FT ABOVE ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 GC1812'MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED
 GC1812'I-24 L-57 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1822 ***********************************************************************
 GC1822  DESIGNATION -  I24 L 58
 GC1822  PID         -  GC1822
 GC1822  STATE/COUNTY-  KY/CHRISTIAN
 GC1822  USGS QUAD   -  CHURCH HILL (1981)
 GC1822
 GC1822                         *CURRENT SURVEY CONTROL
 GC1822  ___________________________________________________________________
 GC1822* NAD 83(1986)-  36 47 56.     (N)    087 36 35.     (W)     SCALED    
 GC1822* NAVD 88     -       165.350  (meters)     542.49   (feet)  ADJUSTED  
 GC1822  ___________________________________________________________________
 GC1822  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC1822  DYNAMIC HT  -         165.220 (meters)     542.06  (feet)  COMP
 GC1822  MODELED GRAV-     979,841.9   (mgal)                       NAVD 88
 GC1822
 GC1822  VERT ORDER  -  SECOND    CLASS 0
 GC1822
 GC1822.The horizontal coordinates were scaled from a topographic map and have
 GC1822.an estimated accuracy of +/- 6 seconds.
 GC1822
 GC1822.The orthometric height was determined by differential leveling
 GC1822.and adjusted by the National Geodetic Survey in June 1991..
 GC1822
 GC1822.The geoid height was determined by GEOID03.
 GC1822
 GC1822.The dynamic height is computed by dividing the NAVD 88
 GC1822.geopotential number by the normal gravity value computed on the
 GC1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1822.degrees latitude (g = 980.6199 gals.).
 GC1822
 GC1822.The modeled gravity was interpolated from observed gravity values.
 GC1822
 GC1822;                    North         East    Units  Estimated Accuracy
 GC1822;SPC KY1Z     - 1,053,330.    1,334,030.      MT  (+/- 180 meters Scaled)
 GC1822
 GC1822                          SUPERSEDED SURVEY CONTROL
 GC1822
 GC1822  NGVD 29 (??/??/92)  165.404  (m)          542.66   (f) ADJ UNCH    2 0
 GC1822
 GC1822.Superseded values are not recommended for survey control.
 GC1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1822.See file dsdata.txt to determine how the superseded data were derived.
 GC1822
 GC1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF456727(NAD 83)
 GC1822_MARKER: DD = SURVEY DISK
 GC1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1822_STAMPING: I-24 L-58 1967
 GC1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1822+STABILITY: SURFACE MOTION
 GC1822
 GC1822  HISTORY     - Date     Condition        Report By
 GC1822  HISTORY     - 1967     MONUMENTED       PAS
 GC1822  HISTORY     - 1968     GOOD             PAS
 GC1822
 GC1822                          STATION DESCRIPTION
 GC1822
 GC1822'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1822'1.5 MI E FROM NEWSTEAD.
 GC1822'ABOUT 0.84 MILES NORTH EAST ALONG KY 164 FROM INTERSECTION OF KY
 GC1822'164 AND KY 117 IN NEWSTEAD TO A GRAVEL RD. RT. THENCE, ABOUT 0.52
 GC1822'MILE SOUTH EAST ALONG GRAVEL RD. TO GRAVEL RD. RT. THENCE, ABOUT
 GC1822'0.23 MILE SOUTH ALONG GRAVEL RD. TO STATION ON LT., 26.10 FEET
 GC1822'EAST OF CENTER OF GRAVEL RD., 1.80 FEET NORTH WEST OF FENCE COR.,
 GC1822'AND 2.80 FEET NORTH OF METAL WITNESS POST AND SIGN.  STATION SITS
 GC1822'ON BANK ABOUT 8 FT ABOVE ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GC1822'BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 3 INCHES,
 GC1822'AND STAMPED I-24 L-58 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1828 ***********************************************************************
 GC1828  DESIGNATION -  I24 L 59
 GC1828  PID         -  GC1828
 GC1828  STATE/COUNTY-  KY/CHRISTIAN
 GC1828  USGS QUAD   -  CHURCH HILL (1981)
 GC1828
 GC1828                         *CURRENT SURVEY CONTROL
 GC1828  ___________________________________________________________________
 GC1828* NAD 83(1986)-  36 45 50.     (N)    087 32 32.     (W)     SCALED    
 GC1828* NAVD 88     -       151.976  (meters)     498.61   (feet)  ADJUSTED  
 GC1828  ___________________________________________________________________
 GC1828  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1828  DYNAMIC HT  -         151.855 (meters)     498.21  (feet)  COMP
 GC1828  MODELED GRAV-     979,831.3   (mgal)                       NAVD 88
 GC1828
 GC1828  VERT ORDER  -  SECOND    CLASS 0
 GC1828
 GC1828.The horizontal coordinates were scaled from a topographic map and have
 GC1828.an estimated accuracy of +/- 6 seconds.
 GC1828
 GC1828.The orthometric height was determined by differential leveling
 GC1828.and adjusted by the National Geodetic Survey in June 1991..
 GC1828
 GC1828.The geoid height was determined by GEOID03.
 GC1828
 GC1828.The dynamic height is computed by dividing the NAVD 88
 GC1828.geopotential number by the normal gravity value computed on the
 GC1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1828.degrees latitude (g = 980.6199 gals.).
 GC1828
 GC1828.The modeled gravity was interpolated from observed gravity values.
 GC1828
 GC1828;                    North         East    Units  Estimated Accuracy
 GC1828;SPC KY1Z     - 1,049,320.    1,339,980.      MT  (+/- 180 meters Scaled)
 GC1828
 GC1828                          SUPERSEDED SURVEY CONTROL
 GC1828
 GC1828  NGVD 29 (??/??/92)  152.019  (m)          498.75   (f) ADJ UNCH    2 0
 GC1828
 GC1828.Superseded values are not recommended for survey control.
 GC1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1828.See file dsdata.txt to determine how the superseded data were derived.
 GC1828
 GC1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF516688(NAD 83)
 GC1828_MARKER: DD = SURVEY DISK
 GC1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1828_STAMPING: I-24 L-59 1967
 GC1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1828+STABILITY: SURFACE MOTION
 GC1828
 GC1828  HISTORY     - Date     Condition        Report By
 GC1828  HISTORY     - 1967     MONUMENTED       PAS
 GC1828  HISTORY     - 1968     GOOD             PAS
 GC1828
 GC1828                          STATION DESCRIPTION
 GC1828
 GC1828'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1828'5 MI NE FROM HERNDON.
 GC1828'ABOUT 3.06 MILES NORTH EAST ALONG KY 107 FROM INTERSECTION OF KY
 GC1828'107 AND KY 117 IN HERNDON TO GRAVEL DRIVE LT. THENCE, ABOUT 1.90
 GC1828'MILE WEST ALONG GRAVEL DRIVE TO FENCE GATE AT BARN AND STATION
 GC1828'ON RIGHT, 26.5 FEET WEST OF NW COR. OF BARN, 11.6 FEET WEST OF CENTER
 GC1828'OF RD. AT GATE, 3.5 FEET NORTH EAST OF FENCE COR., AND 2.9 FEET
 GC1828'NORTH EAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GC1828'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST FLUSH
 GC1828'WITH GROUND AND STAMPED I-24 L-59 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0106 ***********************************************************************
 GC0106  DESIGNATION -  I24 L 59 A
 GC0106  PID         -  GC0106
 GC0106  STATE/COUNTY-  KY/CHRISTIAN
 GC0106  USGS QUAD   -  HERNDON (1982)
 GC0106
 GC0106                         *CURRENT SURVEY CONTROL
 GC0106  ___________________________________________________________________
 GC0106* NAD 83(1986)-  36 44 09.     (N)    087 31 15.     (W)     SCALED    
 GC0106* NAVD 88     -       170.240  (meters)     558.53   (feet)  ADJUSTED  
 GC0106  ___________________________________________________________________
 GC0106  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0106  DYNAMIC HT  -         170.103 (meters)     558.08  (feet)  COMP
 GC0106  MODELED GRAV-     979,824.7   (mgal)                       NAVD 88
 GC0106
 GC0106  VERT ORDER  -  SECOND    CLASS 0
 GC0106
 GC0106.The horizontal coordinates were scaled from a topographic map and have
 GC0106.an estimated accuracy of +/- 6 seconds.
 GC0106
 GC0106.The orthometric height was determined by differential leveling
 GC0106.and adjusted by the National Geodetic Survey in June 1991..
 GC0106
 GC0106.The geoid height was determined by GEOID03.
 GC0106
 GC0106.The dynamic height is computed by dividing the NAVD 88
 GC0106.geopotential number by the normal gravity value computed on the
 GC0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0106.degrees latitude (g = 980.6199 gals.).
 GC0106
 GC0106.The modeled gravity was interpolated from observed gravity values.
 GC0106
 GC0106;                    North         East    Units  Estimated Accuracy
 GC0106;SPC KY1Z     - 1,046,170.    1,341,830.      MT  (+/- 180 meters Scaled)
 GC0106
 GC0106                          SUPERSEDED SURVEY CONTROL
 GC0106
 GC0106  NGVD 29 (??/??/92)  170.277  (m)          558.65   (f) ADJ UNCH    2 0
 GC0106
 GC0106.Superseded values are not recommended for survey control.
 GC0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0106.See file dsdata.txt to determine how the superseded data were derived.
 GC0106
 GC0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF534656(NAD 83)
 GC0106_MARKER: DD = SURVEY DISK
 GC0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0106_STAMPING: I-24 L-59 A 1967
 GC0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0106+STABILITY: SURFACE MOTION
 GC0106
 GC0106  HISTORY     - Date     Condition        Report By
 GC0106  HISTORY     - 1967     MONUMENTED       PAS
 GC0106  HISTORY     - 1968     GOOD             PAS
 GC0106  HISTORY     - 1974     MARK NOT FOUND   NGS
 GC0106
 GC0106                          STATION DESCRIPTION
 GC0106
 GC0106'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC0106'4.9 MI NE FROM HERNDON.
 GC0106'ABOUT 2.55 MILES SOUTH EAST ALONG KY 117 FROM INTERSECTION OF
 GC0106'KY 117 AND KY 107 IN HERNDON TO KY 345 LT. THENCE, ABOUT 1.97
 GC0106'MILE NORTH ALONG KY 345 TO KY 1453 RT. THENCE, ABOUT 0.42 MILE
 GC0106'SOUTH EAST ALONG KY 1453 TO GRAVEL DRIVE ON LT AND STATION, 47.8
 GC0106'FEET NORTH OF CENTER OF INTERSECTION, 14.3 FEET SOUTH EAST OF CENTER
 GC0106'OF RD. AT CATTLE GUARD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 GC0106'MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 3 INCHES AND
 GC0106'STAMPED I-24 L-59 A 1967.
 GC0106
 GC0106                          STATION RECOVERY (1974)
 GC0106
 GC0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GC0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0457 ***********************************************************************
 HB0457  DESIGNATION -  I24 L 6 RESET
 HB0457  PID         -  HB0457
 HB0457  STATE/COUNTY-  KY/MCCRACKEN
 HB0457  USGS QUAD   -  PADUCAH WEST (1982)
 HB0457
 HB0457                         *CURRENT SURVEY CONTROL
 HB0457  ___________________________________________________________________
 HB0457* NAD 83(1986)-  37 04 18.     (N)    088 39 44.     (W)     SCALED    
 HB0457* NAVD 88     -       124.99   (meters)     410.1    (feet)  RESET     
 HB0457  ___________________________________________________________________
 HB0457  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HB0457
 HB0457  VERT ORDER  -  THIRD
 HB0457
 HB0457.The horizontal coordinates were scaled from a topographic map and have
 HB0457.an estimated accuracy of +/- 6 seconds.
 HB0457
 HB0457.The orthometric height was computed from unverified reset data.
 HB0457.No vertical observational check was made to the station.
 HB0457
 HB0457.The geoid height was determined by GEOID03.
 HB0457
 HB0457;                    North         East    Units  Estimated Accuracy
 HB0457;SPC KY1Z     - 1,085,990.    1,241,060.      MT  (+/- 180 meters Scaled)
 HB0457
 HB0457                          SUPERSEDED SURVEY CONTROL
 HB0457
 HB0457  NGVD 29 (??/??/??)  124.982  (m)          410.05   (f) ADJUSTED    ?  
 HB0457
 HB0457.Superseded values are not recommended for survey control.
 HB0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0457.See file dsdata.txt to determine how the superseded data were derived.
 HB0457
 HB0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG522041(NAD 83)
 HB0457_MARKER: DB = BENCH MARK DISK
 HB0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0457_SP_SET: CULVERT
 HB0457_STAMPING: I24-L6 RESET 1972
 HB0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0457+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 HB0457
 HB0457  HISTORY     - Date     Condition        Report By
 HB0457  HISTORY     - 1972     MONUMENTED       NGS
 HB0457  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 HB0457  HISTORY     - 20050601 GOOD             KYDT
 HB0457
 HB0457                          STATION DESCRIPTION
 HB0457
 HB0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HB0457'2.1 MI W FROM PADUCAH.
 HB0457'ABOUT 2.0 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE INTERCHANGE
 HB0457'OF NORTH 28TH STREET AND PARK AVENUE (AT ENTRANCE INTO BOB
 HB0457'NOBLE PARK) IN PADUCAH TO THE JUNCTION WITH STATE ROUTE 788
 HB0457'(FRIEDMAN LANE), THENCE LEFT, SOUTH, ALONG STATE ROUTE 788 TO THE
 HB0457'T INTERSECTION WITH MINNICH AVENUE ON THE LEFT AND THE MARK ON
 HB0457'THE RIGHT AS DESCRIBED.  IT IS 210 FEET SOUTHEAST OF THE
 HB0457'APPROXIMATE CENTER OF THE T INTERSECTION, 120 FEET SOUTHEAST
 HB0457'OF THE NORTHWEST END OF A METAL GUARDRAIL, 98 FEET NORTHWEST
 HB0457'OF THE SOUTHEAST END OF THE METAL GUARDRAIL, 33 FEET SOUTHWEST
 HB0457'OF THE APPROXIMATE CENTER OF STATE ROUTE 788, 26 FEET
 HB0457'EAST-SOUTHEAST OF A 36-INCH OAK TREE, AND 16 FEET SOUTHWEST
 HB0457'OF THE METAL GUARDRAIL.  IT IS A STANDARD DISK CEMENTED IN A
 HB0457'DRILL HOLE IN THE TOP AND CENTER OF THE CONCRETE HEADWALL
 HB0457'OF A 36-INCH CULVERT AND THE DISK IS STAMPED I24-L6 RESET 1972.
 HB0457
 HB0457                          STATION RECOVERY (2003)
 HB0457
 HB0457'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0457'MARK NOT FOUND.
 HB0457
 HB0457                          STATION RECOVERY (2005)
 HB0457
 HB0457'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0457'MARK IS 7 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1295 ***********************************************************************
 GC1295  DESIGNATION -  I24 L 60
 GC1295  PID         -  GC1295
 GC1295  STATE/COUNTY-  KY/CHRISTIAN
 GC1295  USGS QUAD   -  OAK GROVE (1982)
 GC1295
 GC1295                         *CURRENT SURVEY CONTROL
 GC1295  ___________________________________________________________________
 GC1295* NAD 83(1986)-  36 43 42.     (N)    087 29 35.     (W)     SCALED    
 GC1295* NAVD 88     -       177.800  (meters)     583.33   (feet)  ADJUSTED  
 GC1295  ___________________________________________________________________
 GC1295  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC1295  DYNAMIC HT  -         177.657 (meters)     582.86  (feet)  COMP
 GC1295  MODELED GRAV-     979,822.5   (mgal)                       NAVD 88
 GC1295
 GC1295  VERT ORDER  -  SECOND    CLASS 0
 GC1295
 GC1295.The horizontal coordinates were scaled from a topographic map and have
 GC1295.an estimated accuracy of +/- 6 seconds.
 GC1295
 GC1295.The orthometric height was determined by differential leveling
 GC1295.and adjusted by the National Geodetic Survey in June 1991..
 GC1295
 GC1295.The geoid height was determined by GEOID03.
 GC1295
 GC1295.The dynamic height is computed by dividing the NAVD 88
 GC1295.geopotential number by the normal gravity value computed on the
 GC1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1295.degrees latitude (g = 980.6199 gals.).
 GC1295
 GC1295.The modeled gravity was interpolated from observed gravity values.
 GC1295
 GC1295;                    North         East    Units  Estimated Accuracy
 GC1295;SPC KY1Z     - 1,045,300.    1,344,290.      MT  (+/- 180 meters Scaled)
 GC1295
 GC1295                          SUPERSEDED SURVEY CONTROL
 GC1295
 GC1295  NGVD 29 (??/??/92)  177.835  (m)          583.45   (f) ADJ UNCH    2 0
 GC1295
 GC1295.Superseded values are not recommended for survey control.
 GC1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1295.See file dsdata.txt to determine how the superseded data were derived.
 GC1295
 GC1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF559648(NAD 83)
 GC1295_MARKER: DD = SURVEY DISK
 GC1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1295_STAMPING: I-24 L 60 1967
 GC1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1295+STABILITY: SURFACE MOTION
 GC1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC1295+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1998
 GC1295
 GC1295  HISTORY     - Date     Condition        Report By
 GC1295  HISTORY     - 1967     MONUMENTED       PAS
 GC1295  HISTORY     - 1968     GOOD             PAS
 GC1295  HISTORY     - 19981212 GOOD             WOOLPT
 GC1295
 GC1295                          STATION DESCRIPTION
 GC1295
 GC1295'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1295'6.5 MI NE FROM HERNDON.
 GC1295'ABOUT 2.55 MILES SOUTH EAST ALONG KY 117 FROM INTERSECTION OF KY
 GC1295'117 AND KY 107 IN HERNDON TO KY 345 LT. THENCE, ABOUT 1.97 MILE
 GC1295'NORTH ALONG KY 345 TO KY 1453 RT. THENCE, ABOUT 1.98 MILE SOUTH
 GC1295'EAST ALONG KY 1453 TO STATION ON RT., 247.0 FEET SOUTH WEST OF
 GC1295'CENTER OF INTERSECTION, 30.1 FEET SOUTH OF CENTER OF RD., 1.1
 GC1295'FEET NORTH OF FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 GC1295'MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND
 GC1295'STAMPED I-24 L-60 1967.
 GC1295
 GC1295                          STATION RECOVERY (1998)
 GC1295
 GC1295'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998
 GC1295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1297 ***********************************************************************
 GC1297  DESIGNATION -  I24 L 61
 GC1297  PID         -  GC1297
 GC1297  STATE/COUNTY-  KY/CHRISTIAN
 GC1297  USGS QUAD   -  OAK GROVE (1982)
 GC1297
 GC1297                         *CURRENT SURVEY CONTROL
 GC1297  ___________________________________________________________________
 GC1297* NAD 83(1986)-  36 41 52.     (N)    087 26 49.     (W)     SCALED    
 GC1297* NAVD 88     -       176.121  (meters)     577.82   (feet)  ADJUSTED  
 GC1297  ___________________________________________________________________
 GC1297  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC1297  DYNAMIC HT  -         175.978 (meters)     577.35  (feet)  COMP
 GC1297  MODELED GRAV-     979,816.4   (mgal)                       NAVD 88
 GC1297
 GC1297  VERT ORDER  -  SECOND    CLASS 0
 GC1297
 GC1297.The horizontal coordinates were scaled from a topographic map and have
 GC1297.an estimated accuracy of +/- 6 seconds.
 GC1297
 GC1297.The orthometric height was determined by differential leveling
 GC1297.and adjusted by the National Geodetic Survey in June 1991..
 GC1297
 GC1297.The geoid height was determined by GEOID03.
 GC1297
 GC1297.The dynamic height is computed by dividing the NAVD 88
 GC1297.geopotential number by the normal gravity value computed on the
 GC1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1297.degrees latitude (g = 980.6199 gals.).
 GC1297
 GC1297.The modeled gravity was interpolated from observed gravity values.
 GC1297
 GC1297;                    North         East    Units  Estimated Accuracy
 GC1297;SPC KY1Z     - 1,041,830.    1,348,350.      MT  (+/- 180 meters Scaled)
 GC1297
 GC1297                          SUPERSEDED SURVEY CONTROL
 GC1297
 GC1297  NGVD 29 (??/??/92)  176.151  (m)          577.92   (f) ADJ UNCH    2 0
 GC1297
 GC1297.Superseded values are not recommended for survey control.
 GC1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1297.See file dsdata.txt to determine how the superseded data were derived.
 GC1297
 GC1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF600614(NAD 83)
 GC1297_MARKER: DD = SURVEY DISK
 GC1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1297_STAMPING: I-24 L-61 1968
 GC1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1297+STABILITY: SURFACE MOTION
 GC1297
 GC1297  HISTORY     - Date     Condition        Report By
 GC1297  HISTORY     - 1968     MONUMENTED       PAS
 GC1297  HISTORY     - 1974     MARK NOT FOUND   USGS
 GC1297
 GC1297                          STATION DESCRIPTION
 GC1297
 GC1297'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1297'4 MI NW FROM FORT CAMPBELL GATE 4.
 GC1297'ABOUT 3.65 MILES NORTH WEST ALONG U.S. 41 A FROM FORT CAMPBELL
 GC1297'GATE 4 TO A GRAVEL RD. RT. THENCE, ABOUT 0.34 MILE EAST ALONG
 GC1297'GRAVEL RD. ACROSS TENNESSEE CENTRAL R.R. TRACKS AND STATION ON
 GC1297'LT., 40.6 FEET SOUTH WEST OF INTERSECTION OF ROAD AND TRACKS,
 GC1297'11.7 FEET EAST OF EAST RAIL OF TRACKS, AND 2.30 FEET NORTH OF
 GC1297'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GC1297'BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 3 INCHES
 GC1297'AND STAMPED I-24 L-61 1968.  NOTE-- THE DESCRIPTION IS AMBIGUOUS.
 GC1297'IT IS GIVEN AS SW OF ROAD AND RR AND ALSO E OF RAIL.  I SEARCHED
 GC1297'ALL THE QUADRANTS AND FOUND NOTHING.  IN THE NW AND NE MUCH
 GC1297'GRAVEL HAS BEEN PILED NEXT TO THE TRACKS.  THIS IS THE LOCATION
 GC1297'OF A CONSTRUCTION UNIT FOR I-24.
 GC1297
 GC1297                          STATION RECOVERY (1974)
 GC1297
 GC1297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GC1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1298 ***********************************************************************
 GC1298  DESIGNATION -  I24 L 62
 GC1298  PID         -  GC1298
 GC1298  STATE/COUNTY-  KY/CHRISTIAN
 GC1298  USGS QUAD   -  OAK GROVE (1982)
 GC1298
 GC1298                         *CURRENT SURVEY CONTROL
 GC1298  ___________________________________________________________________
 GC1298* NAD 83(1986)-  36 41 46.     (N)    087 25 26.     (W)     SCALED    
 GC1298* NAVD 88     -       180.288  (meters)     591.49   (feet)  ADJUSTED  
 GC1298  ___________________________________________________________________
 GC1298  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC1298  DYNAMIC HT  -         180.142 (meters)     591.02  (feet)  COMP
 GC1298  MODELED GRAV-     979,816.6   (mgal)                       NAVD 88
 GC1298
 GC1298  VERT ORDER  -  SECOND    CLASS 0
 GC1298
 GC1298.The horizontal coordinates were scaled from a topographic map and have
 GC1298.an estimated accuracy of +/- 6 seconds.
 GC1298
 GC1298.The orthometric height was determined by differential leveling
 GC1298.and adjusted by the National Geodetic Survey in June 1991..
 GC1298
 GC1298.The geoid height was determined by GEOID03.
 GC1298
 GC1298.The dynamic height is computed by dividing the NAVD 88
 GC1298.geopotential number by the normal gravity value computed on the
 GC1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1298.degrees latitude (g = 980.6199 gals.).
 GC1298
 GC1298.The modeled gravity was interpolated from observed gravity values.
 GC1298
 GC1298;                    North         East    Units  Estimated Accuracy
 GC1298;SPC KY1Z     - 1,041,610.    1,350,400.      MT  (+/- 180 meters Scaled)
 GC1298
 GC1298                          SUPERSEDED SURVEY CONTROL
 GC1298
 GC1298  NGVD 29 (??/??/92)  180.320  (m)          591.60   (f) ADJ UNCH    2 0
 GC1298
 GC1298.Superseded values are not recommended for survey control.
 GC1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1298.See file dsdata.txt to determine how the superseded data were derived.
 GC1298
 GC1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF621612(NAD 83)
 GC1298_MARKER: DD = SURVEY DISK
 GC1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1298_STAMPING: I-24 L-62 1968
 GC1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1298+STABILITY: SURFACE MOTION
 GC1298
 GC1298  HISTORY     - Date     Condition        Report By
 GC1298  HISTORY     - 1968     MONUMENTED       PAS
 GC1298
 GC1298                          STATION DESCRIPTION
 GC1298
 GC1298'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1298'8.9 MI NE FROM FORT CAMPBELL GATE 4.
 GC1298'ABOUT 5.20 MILES NORTH WEST ALONG U.S. 41 A FROM FORT CAMPBELL
 GC1298'GATE 4 TO KY 1453 RT. THENCE, ABOUT 2.15 MILES EAST ALONG KY
 GC1298'1453 TO GRAVEL RD. RT. THENCE, ABOUT 0.60 MILE SOUTH WEST ALONG
 GC1298'GRAVEL RD. TO GRAVEL RD. LT. THENCE, ABOUT 1.00 MILE EAST ALONG
 GC1298'GRAVEL RD. AROUND PONDS TO 1 STORY FRAME HOUSE.  STATION IS
 GC1298'APPROX. 125 FT SW OF SW COR OF HOUSE IN FENCE COR., 5.00 FEET
 GC1298'NORTH EAST OF FENCE COR., AND 2.20 FEET SOUTH OF METAL WITNESS
 GC1298'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 GC1298'DISK SET IN TOP OF CONCRETE POST PROJECTING 3 INCHES AND STAMPED
 GC1298'I-24 L-62 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1299 ***********************************************************************
 GC1299  DESIGNATION -  I24 L 63
 GC1299  PID         -  GC1299
 GC1299  STATE/COUNTY-  KY/CHRISTIAN
 GC1299  USGS QUAD   -  OAK GROVE (1982)
 GC1299
 GC1299                         *CURRENT SURVEY CONTROL
 GC1299  ___________________________________________________________________
 GC1299* NAD 83(1986)-  36 41 06.     (N)    087 25 07.     (W)     SCALED    
 GC1299* NAVD 88     -       166.642  (meters)     546.72   (feet)  ADJUSTED  
 GC1299  ___________________________________________________________________
 GC1299  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1299  DYNAMIC HT  -         166.506 (meters)     546.28  (feet)  COMP
 GC1299  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 GC1299
 GC1299  VERT ORDER  -  SECOND    CLASS 0
 GC1299
 GC1299.The horizontal coordinates were scaled from a topographic map and have
 GC1299.an estimated accuracy of +/- 6 seconds.
 GC1299
 GC1299.The orthometric height was determined by differential leveling
 GC1299.and adjusted by the National Geodetic Survey in June 1991..
 GC1299
 GC1299.The geoid height was determined by GEOID03.
 GC1299
 GC1299.The dynamic height is computed by dividing the NAVD 88
 GC1299.geopotential number by the normal gravity value computed on the
 GC1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1299.degrees latitude (g = 980.6199 gals.).
 GC1299
 GC1299.The modeled gravity was interpolated from observed gravity values.
 GC1299
 GC1299;                    North         East    Units  Estimated Accuracy
 GC1299;SPC KY1Z     - 1,040,370.    1,350,850.      MT  (+/- 180 meters Scaled)
 GC1299
 GC1299                          SUPERSEDED SURVEY CONTROL
 GC1299
 GC1299  NGVD 29 (??/??/92)  166.676  (m)          546.84   (f) ADJ UNCH    2 0
 GC1299
 GC1299.Superseded values are not recommended for survey control.
 GC1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1299.See file dsdata.txt to determine how the superseded data were derived.
 GC1299
 GC1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF626600(NAD 83)
 GC1299_MARKER: DD = SURVEY DISK
 GC1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1299_STAMPING: I-24 L-63 1968
 GC1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1299+STABILITY: SURFACE MOTION
 GC1299
 GC1299  HISTORY     - Date     Condition        Report By
 GC1299  HISTORY     - 1968     MONUMENTED       PAS
 GC1299  HISTORY     - 20020702 MARK NOT FOUND   KYDT
 GC1299
 GC1299                          STATION DESCRIPTION
 GC1299
 GC1299'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1299'2.2 MI NW FROM HENSLEYTOWN.
 GC1299'ABOUT 1.51 MILE NORTH EAST ALONG KY 115 FROM INTERSECTION OF KY
 GC1299'115 AND KY 911 IN HENSLEYTOWN TO A GRAVEL RD. LT. THENCE, ABOUT
 GC1299'0.76 MILE WEST ALONG GRAVEL RD. TO STATION ON LT., 104.40 FEET
 GC1299'SOUTH EAST OF CENTER OF RD. INTERSECTION, 34.60 FEET SOUTH OF
 GC1299'CENTER OF ROAD, 2.90 FEET NORTH OF FENCE COR., AND 3.20 FEET
 GC1299'NORTH EAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GC1299'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 GC1299'2 INCHES AND STAMPED I-24 L-63 1968.
 GC1299
 GC1299                          STATION RECOVERY (2002)
 GC1299
 GC1299'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GC1299'MARK IS PROBABLY HERE BUT BURIED, FENCE MENTIONED IN ORIGINAL
 GC1299'DESCRIPTION NO LONGER HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1300 ***********************************************************************
 GC1300  DESIGNATION -  I24 L 64
 GC1300  PID         -  GC1300
 GC1300  STATE/COUNTY-  KY/CHRISTIAN
 GC1300  USGS QUAD   -  OAK GROVE (1982)
 GC1300
 GC1300                         *CURRENT SURVEY CONTROL
 GC1300  ___________________________________________________________________
 GC1300* NAD 83(1986)-  36 40 51.     (N)    087 23 58.     (W)     SCALED    
 GC1300* NAVD 88     -       160.533  (meters)     526.68   (feet)  ADJUSTED  
 GC1300  ___________________________________________________________________
 GC1300  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC1300  DYNAMIC HT  -         160.403 (meters)     526.26  (feet)  COMP
 GC1300  MODELED GRAV-     979,814.8   (mgal)                       NAVD 88
 GC1300
 GC1300  VERT ORDER  -  SECOND    CLASS 0
 GC1300
 GC1300.The horizontal coordinates were scaled from a topographic map and have
 GC1300.an estimated accuracy of +/- 6 seconds.
 GC1300
 GC1300.The orthometric height was determined by differential leveling
 GC1300.and adjusted by the National Geodetic Survey in June 1991..
 GC1300
 GC1300.The geoid height was determined by GEOID03.
 GC1300
 GC1300.The dynamic height is computed by dividing the NAVD 88
 GC1300.geopotential number by the normal gravity value computed on the
 GC1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1300.degrees latitude (g = 980.6199 gals.).
 GC1300
 GC1300.The modeled gravity was interpolated from observed gravity values.
 GC1300
 GC1300;                    North         East    Units  Estimated Accuracy
 GC1300;SPC KY1Z     - 1,039,870.    1,352,560.      MT  (+/- 180 meters Scaled)
 GC1300
 GC1300                          SUPERSEDED SURVEY CONTROL
 GC1300
 GC1300  NGVD 29 (??/??/92)  160.569  (m)          526.80   (f) ADJ UNCH    2 0
 GC1300
 GC1300.Superseded values are not recommended for survey control.
 GC1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1300.See file dsdata.txt to determine how the superseded data were derived.
 GC1300
 GC1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF643595(NAD 83)
 GC1300_MARKER: DD = SURVEY DISK
 GC1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1300_STAMPING: I-24 L-64 1968
 GC1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1300+STABILITY: SURFACE MOTION
 GC1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1300+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2002
 GC1300
 GC1300  HISTORY     - Date     Condition        Report By
 GC1300  HISTORY     - 1968     MONUMENTED       PAS
 GC1300  HISTORY     - 20020702 GOOD             KYDT
 GC1300
 GC1300                          STATION DESCRIPTION
 GC1300
 GC1300'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1300'1.8 MI NE FROM HENSLEYTOWN.
 GC1300'ABOUT 1.51 MILE NORTH EAST ALONG KY 115 FROM INTERSECTION OF KY
 GC1300'115 AND KY 911 IN HENSLEYTOWN TO A GRAVEL RD. RT. THENCE, ABOUT
 GC1300'0.29 MILE EAST ALONG GRAVEL RD. TO STATION ON RT., 18.0 FEET
 GC1300'SOUTH OF CENTER OF RD., 2.2 FEET NORTH OF FENCE, AND 1.5 FEET
 GC1300'NORTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GC1300'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 GC1300'2 INCHES AND STAMPED I-24 L-64 1968.
 GC1300
 GC1300                          STATION RECOVERY (2002)
 GC1300
 GC1300'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GC1300'MARK IS 178 FEET WEST OF THE SECOND POWER POLE EAST OF ANGLE POLE IN
 GC1300'LINE, 118.5 FEET EAST OF THE FIRST POWER POLE EAST OF ANGLE POLE IN
 GC1300'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1301 ***********************************************************************
 GC1301  DESIGNATION -  I24 L 65
 GC1301  PID         -  GC1301
 GC1301  STATE/COUNTY-  KY/CHRISTIAN
 GC1301  USGS QUAD   -  OAK GROVE (1982)
 GC1301
 GC1301                         *CURRENT SURVEY CONTROL
 GC1301  ___________________________________________________________________
 GC1301* NAD 83(1986)-  36 40 23.     (N)    087 23 21.     (W)     SCALED    
 GC1301* NAVD 88     -       167.851  (meters)     550.69   (feet)  ADJUSTED  
 GC1301  ___________________________________________________________________
 GC1301  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1301  DYNAMIC HT  -         167.714 (meters)     550.24  (feet)  COMP
 GC1301  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 GC1301
 GC1301  VERT ORDER  -  SECOND    CLASS 0
 GC1301
 GC1301.The horizontal coordinates were scaled from a topographic map and have
 GC1301.an estimated accuracy of +/- 6 seconds.
 GC1301
 GC1301.The orthometric height was determined by differential leveling
 GC1301.and adjusted by the National Geodetic Survey in June 1991..
 GC1301
 GC1301.The geoid height was determined by GEOID03.
 GC1301
 GC1301.The dynamic height is computed by dividing the NAVD 88
 GC1301.geopotential number by the normal gravity value computed on the
 GC1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1301.degrees latitude (g = 980.6199 gals.).
 GC1301
 GC1301.The modeled gravity was interpolated from observed gravity values.
 GC1301
 GC1301;                    North         East    Units  Estimated Accuracy
 GC1301;SPC KY1Z     - 1,038,990.    1,353,460.      MT  (+/- 180 meters Scaled)
 GC1301
 GC1301                          SUPERSEDED SURVEY CONTROL
 GC1301
 GC1301  NGVD 29 (??/??/92)  167.888  (m)          550.81   (f) ADJ UNCH    2 0
 GC1301
 GC1301.Superseded values are not recommended for survey control.
 GC1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1301.See file dsdata.txt to determine how the superseded data were derived.
 GC1301
 GC1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF652586(NAD 83)
 GC1301_MARKER: DD = SURVEY DISK
 GC1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1301_STAMPING: I-24 L-65 1968
 GC1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1301+STABILITY: SURFACE MOTION
 GC1301
 GC1301  HISTORY     - Date     Condition        Report By
 GC1301  HISTORY     - 1968     MONUMENTED       PAS
 GC1301  HISTORY     - 20020702 MARK NOT FOUND   KYDT
 GC1301
 GC1301                          STATION DESCRIPTION
 GC1301
 GC1301'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1301'3.2 MI NE FROM HENSLEYTOWN.
 GC1301'ABOUT 0.73 MILE NORTH EAST ALONG KY 115 FROM INTERSECTION OF KY
 GC1301'115 AND KY 911 IN HENSLEYTOWN TO A GRAVEL RD. RT. THENCE, ABOUT
 GC1301'2.15 MILES EAST ALONG GRAVEL RD. TO GRAVEL RD. RT. THENCE, ABOUT
 GC1301'0.40 MILE NORTH WEST ALONG GRAVEL RD. TO STATION ON LT., 23.7
 GC1301'FEET WEST OF CENTER OF ROAD, 2.4 FEET SOUTH OF FENCE COR. AND
 GC1301'4.9 FEET SOUTH OF METAL WITNESS POST AND SIGN.  STATION IS ON
 GC1301'BANK APPROXIMATELY 5 FT ABOVE RD.  A KENTUCKY DEPARTMENT OF
 GC1301'HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 GC1301'2 INCHES AND STAMPED I-24 L-65 1968.
 GC1301
 GC1301                          STATION RECOVERY (2002)
 GC1301
 GC1301'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GC1301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1307 ***********************************************************************
 GC1307  DESIGNATION -  I24 L 65 A
 GC1307  PID         -  GC1307
 GC1307  STATE/COUNTY-  KY/CHRISTIAN
 GC1307  USGS QUAD   -  OAK GROVE (1982)
 GC1307
 GC1307                         *CURRENT SURVEY CONTROL
 GC1307  ___________________________________________________________________
 GC1307* NAD 83(1986)-  36 40 10.     (N)    087 24 33.     (W)     SCALED    
 GC1307* NAVD 88     -       160.952  (meters)     528.06   (feet)  ADJUSTED  
 GC1307  ___________________________________________________________________
 GC1307  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1307  DYNAMIC HT  -         160.821 (meters)     527.63  (feet)  COMP
 GC1307  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 GC1307
 GC1307  VERT ORDER  -  SECOND    CLASS 0
 GC1307
 GC1307.The horizontal coordinates were scaled from a topographic map and have
 GC1307.an estimated accuracy of +/- 6 seconds.
 GC1307
 GC1307.The orthometric height was determined by differential leveling
 GC1307.and adjusted by the National Geodetic Survey in June 1991..
 GC1307
 GC1307.The geoid height was determined by GEOID03.
 GC1307
 GC1307.The dynamic height is computed by dividing the NAVD 88
 GC1307.geopotential number by the normal gravity value computed on the
 GC1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1307.degrees latitude (g = 980.6199 gals.).
 GC1307
 GC1307.The modeled gravity was interpolated from observed gravity values.
 GC1307
 GC1307;                    North         East    Units  Estimated Accuracy
 GC1307;SPC KY1Z     - 1,038,620.    1,351,670.      MT  (+/- 180 meters Scaled)
 GC1307
 GC1307                          SUPERSEDED SURVEY CONTROL
 GC1307
 GC1307  NGVD 29 (??/??/92)  160.993  (m)          528.19   (f) ADJ UNCH    2 0
 GC1307
 GC1307.Superseded values are not recommended for survey control.
 GC1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1307.See file dsdata.txt to determine how the superseded data were derived.
 GC1307
 GC1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF634582(NAD 83)
 GC1307_MARKER: DD = SURVEY DISK
 GC1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1307_STAMPING: I-24 L-65 A 1968
 GC1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1307+STABILITY: SURFACE MOTION
 GC1307
 GC1307  HISTORY     - Date     Condition        Report By
 GC1307  HISTORY     - 1968     MONUMENTED       PAS
 GC1307  HISTORY     - 1974     MARK NOT FOUND   USGS
 GC1307
 GC1307                          STATION DESCRIPTION
 GC1307
 GC1307'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1307'0.7 MI NE FROM HENSLEYTOWN.
 GC1307'ABOUT 0.73 MILE NORTH EAST ALONG KY 115 FROM INTERSECTION OF KY
 GC1307'115 AND KY 911 IN HENSLEYTOWN TO GRAVEL RD. AND STATION ON RIGHT,
 GC1307'70.8 FEET NORTH OF 36 IN MAPLE TREE, 37.5 FEET SOUTH OF 18 IN
 GC1307'ELM TREE, 31.3 FEET SOUTH EAST OF CENTER OF INTERSECTION, 7.3
 GC1307'FEET SOUTH WEST OF FENCE COR., AND 1.5 FEET WEST OF METAL WITNESS
 GC1307'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 GC1307'DISK SET IN TOP OF CONCRETE POST PROJECTING 2 INCHES AND STAMPED
 GC1307'I-24 L-65 A 1968.  THE ROAD HAS BEEN WIDENED AND INDICATIONS ARE
 GC1307'THAT THE MARK HAS BEEN DESTROYED.
 GC1307
 GC1307                          STATION RECOVERY (1974)
 GC1307
 GC1307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GC1307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1308 ***********************************************************************
 GC1308  DESIGNATION -  I24 L 65 B
 GC1308  PID         -  GC1308
 GC1308  STATE/COUNTY-  KY/CHRISTIAN
 GC1308  USGS QUAD   -  OAK GROVE (1982)
 GC1308
 GC1308                         *CURRENT SURVEY CONTROL
 GC1308  ___________________________________________________________________
 GC1308* NAD 83(1986)-  36 39 30.     (N)    087 24 46.     (W)     SCALED    
 GC1308* NAVD 88     -       174.326  (meters)     571.93   (feet)  ADJUSTED  
 GC1308  ___________________________________________________________________
 GC1308  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1308  DYNAMIC HT  -         174.184 (meters)     571.47  (feet)  COMP
 GC1308  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 GC1308
 GC1308  VERT ORDER  -  SECOND    CLASS 0
 GC1308
 GC1308.The horizontal coordinates were scaled from a topographic map and have
 GC1308.an estimated accuracy of +/- 6 seconds.
 GC1308
 GC1308.The orthometric height was determined by differential leveling
 GC1308.and adjusted by the National Geodetic Survey in June 1991..
 GC1308
 GC1308.The geoid height was determined by GEOID03.
 GC1308
 GC1308.The dynamic height is computed by dividing the NAVD 88
 GC1308.geopotential number by the normal gravity value computed on the
 GC1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1308.degrees latitude (g = 980.6199 gals.).
 GC1308
 GC1308.The modeled gravity was interpolated from observed gravity values.
 GC1308
 GC1308;                    North         East    Units  Estimated Accuracy
 GC1308;SPC KY1Z     - 1,037,400.    1,351,320.      MT  (+/- 180 meters Scaled)
 GC1308
 GC1308                          SUPERSEDED SURVEY CONTROL
 GC1308
 GC1308  NGVD 29 (??/??/92)  174.369  (m)          572.08   (f) ADJ UNCH    2 0
 GC1308
 GC1308.Superseded values are not recommended for survey control.
 GC1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1308.See file dsdata.txt to determine how the superseded data were derived.
 GC1308
 GC1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF631570(NAD 83)
 GC1308_MARKER: DD = SURVEY DISK
 GC1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1308_STAMPING: I-24 L-65 B 1968
 GC1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1308+STABILITY: SURFACE MOTION
 GC1308
 GC1308  HISTORY     - Date     Condition        Report By
 GC1308  HISTORY     - 1968     MONUMENTED       PAS
 GC1308  HISTORY     - 1974     MARK NOT FOUND   USGS
 GC1308
 GC1308                          STATION DESCRIPTION
 GC1308
 GC1308'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1308'AT HENSLEYTOWN.
 GC1308'ABOUT 0.01 MILE SOUTH EAST OF INTERSECTION OF KY 911 AND KY 115
 GC1308'IN HENSLEYTOWN, 95.10 FEET SOUTH EAST OF CENTER OF INTERSECTION,
 GC1308'59.20 FEET SOUTH WEST OF POWER POLE WITH TRANSFORMER, AND 4.20
 GC1308'FEET SOUTH EAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GC1308'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 GC1308'POST PROJECTING 4 INCHES AND STAMPED I-24 L-65 B 1968.  I HAVENT
 GC1308'THE SLIGHTEST IDEA OF WHAT THE LEVELMAN IS TALKING ABOUT.  THE
 GC1308'DESCRIPTION MAKES NO SENSE WHATSOEVER.  IT MAY BE SOMEWHERE IN
 GC1308'THE VICINITY BUT I DONT KNOW WHERE TO LOOK.
 GC1308
 GC1308                          STATION RECOVERY (1974)
 GC1308
 GC1308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GC1308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1304 ***********************************************************************
 GC1304  DESIGNATION -  I24 L 66
 GC1304  PID         -  GC1304
 GC1304  STATE/COUNTY-  KY/CHRISTIAN
 GC1304  USGS QUAD   -  OAK GROVE (1982)
 GC1304
 GC1304                         *CURRENT SURVEY CONTROL
 GC1304  ___________________________________________________________________
 GC1304* NAD 83(1986)-  36 40 03.     (N)    087 23 19.     (W)     SCALED    
 GC1304* NAVD 88     -       158.839  (meters)     521.12   (feet)  ADJUSTED  
 GC1304  ___________________________________________________________________
 GC1304  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1304  DYNAMIC HT  -         158.709 (meters)     520.70  (feet)  COMP
 GC1304  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GC1304
 GC1304  VERT ORDER  -  SECOND    CLASS 0
 GC1304
 GC1304.The horizontal coordinates were scaled from a topographic map and have
 GC1304.an estimated accuracy of +/- 6 seconds.
 GC1304
 GC1304.The orthometric height was determined by differential leveling
 GC1304.and adjusted by the National Geodetic Survey in June 1991..
 GC1304
 GC1304.The geoid height was determined by GEOID03.
 GC1304
 GC1304.The dynamic height is computed by dividing the NAVD 88
 GC1304.geopotential number by the normal gravity value computed on the
 GC1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1304.degrees latitude (g = 980.6199 gals.).
 GC1304
 GC1304.The modeled gravity was interpolated from observed gravity values.
 GC1304
 GC1304;                    North         East    Units  Estimated Accuracy
 GC1304;SPC KY1Z     - 1,038,380.    1,353,500.      MT  (+/- 180 meters Scaled)
 GC1304
 GC1304                          SUPERSEDED SURVEY CONTROL
 GC1304
 GC1304  NGVD 29 (??/??/92)  158.878  (m)          521.25   (f) ADJ UNCH    2 0
 GC1304
 GC1304.Superseded values are not recommended for survey control.
 GC1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1304.See file dsdata.txt to determine how the superseded data were derived.
 GC1304
 GC1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF652580(NAD 83)
 GC1304_MARKER: DD = SURVEY DISK
 GC1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1304_STAMPING: I-24 L-66 1968
 GC1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1304+STABILITY: SURFACE MOTION
 GC1304
 GC1304  HISTORY     - Date     Condition        Report By
 GC1304  HISTORY     - 1968     MONUMENTED       PAS
 GC1304  HISTORY     - 1974     MARK NOT FOUND   USGS
 GC1304
 GC1304                          STATION DESCRIPTION
 GC1304
 GC1304'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1304'4.8 MI NE FROM HENSLEYTOWN.
 GC1304'ABOUT 0.73 MILE NORTH EAST ALONG KY 115 FROM INTERSECTION OF KY
 GC1304'115 AND KY 911 IN HENSLEYTOWN TO GRAVEL RD. RT. THENCE, ABOUT 4.14
 GC1304'MILE EAST ALONG GRAVEL RD. TO BARN AND STATION ON RT. 20.90 FEET
 GC1304'WEST OF CENTER OF RD., 15.70 FEET SOUTH EAST OF SE COR. OF BARN,
 GC1304'8.80 FEET SOUTH EAST OF FENCE COR., AND 1.60 FEET EAST OF METAL
 GC1304'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 GC1304'MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 2 INCHES AND
 GC1304'STAMPED I-24 L-66 1968.  NOTE-- AT THE DESCRIBED POSITION IS A
 GC1304'LARGE PILE OF SAWDUST.  PROBING DID NOT REVEAL THE PRESENCE OF
 GC1304'THE MARK.  PROBABLY STILL THERE.
 GC1304
 GC1304                          STATION RECOVERY (1974)
 GC1304
 GC1304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GC1304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0459 ***********************************************************************
 HB0459  DESIGNATION -  I24 L 7
 HB0459  PID         -  HB0459
 HB0459  STATE/COUNTY-  KY/MCCRACKEN
 HB0459  USGS QUAD   -  PADUCAH WEST (1982)
 HB0459
 HB0459                         *CURRENT SURVEY CONTROL
 HB0459  ___________________________________________________________________
 HB0459* NAD 83(1986)-  37 03 37.     (N)    088 39 55.     (W)     SCALED    
 HB0459* NAVD 88     -       117.850  (meters)     386.65   (feet)  ADJUSTED  
 HB0459  ___________________________________________________________________
 HB0459  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HB0459  DYNAMIC HT  -         117.763 (meters)     386.36  (feet)  COMP
 HB0459  MODELED GRAV-     979,888.8   (mgal)                       NAVD 88
 HB0459
 HB0459  VERT ORDER  -  SECOND    CLASS 0
 HB0459
 HB0459.The horizontal coordinates were scaled from a topographic map and have
 HB0459.an estimated accuracy of +/- 6 seconds.
 HB0459
 HB0459.The orthometric height was determined by differential leveling
 HB0459.and adjusted by the National Geodetic Survey in June 1991..
 HB0459
 HB0459.The geoid height was determined by GEOID03.
 HB0459
 HB0459.The dynamic height is computed by dividing the NAVD 88
 HB0459.geopotential number by the normal gravity value computed on the
 HB0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0459.degrees latitude (g = 980.6199 gals.).
 HB0459
 HB0459.The modeled gravity was interpolated from observed gravity values.
 HB0459
 HB0459;                    North         East    Units  Estimated Accuracy
 HB0459;SPC KY1Z     - 1,084,730.    1,240,750.      MT  (+/- 180 meters Scaled)
 HB0459
 HB0459                          SUPERSEDED SURVEY CONTROL
 HB0459
 HB0459  NGVD 29 (??/??/??)  117.846  (m)          386.63   (f) ADJUSTED    2 0
 HB0459
 HB0459.Superseded values are not recommended for survey control.
 HB0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0459.See file dsdata.txt to determine how the superseded data were derived.
 HB0459
 HB0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG519028(NAD 83)
 HB0459_MARKER: DD = SURVEY DISK
 HB0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0459_SP_SET: ABUTMENT
 HB0459_STAMPING: I24-L7-1965
 HB0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0459+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 HB0459
 HB0459  HISTORY     - Date     Condition        Report By
 HB0459  HISTORY     - 1965     MONUMENTED       PAS
 HB0459  HISTORY     - 20031011 GOOD             USPSQD
 HB0459  HISTORY     - 20050601 GOOD             KYDT
 HB0459
 HB0459                          STATION DESCRIPTION
 HB0459
 HB0459'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0459'2.1 MI SW FROM PADUCAH.
 HB0459'ABOUT 1.60 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE INTERCHANGE
 HB0459'OF JACKSON STREET AND LONE OAK ROAD AT PADUCAH, KENTUCKY TO
 HB0459'JUNCTION WITH STATE HIGHWAY 788 (PECAN DRIVE), THENCE NORTH
 HB0459'ALONG STATE HIGHWAY 788 (PECAN DRIVE) FOR 0.35 MILE TO CROOKED
 HB0459'CREEK AND MARK ON LEFT.  MARK IS SITTING IN SOUTHWEST ABUTMENT
 HB0459'OF SMALL BRIDGE OVER CROOKED CREEK, 12.0 FEET WEST OF CENTER OF
 HB0459'ROAD AND BRIDGE AND 0.70 FEET NORTH OF METAL WITNESS POST AND
 HB0459'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK DRILLED
 HB0459'IN SOUTHWEST ABUTMENT OF BRIDGE OVER CROOKED CREEK AND STAMPED
 HB0459'I24-L7-1965.
 HB0459
 HB0459                          STATION RECOVERY (2003)
 HB0459
 HB0459'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0459'RECOVERED IN GOOD CONDITION.
 HB0459
 HB0459                          STATION RECOVERY (2005)
 HB0459
 HB0459'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0458 ***********************************************************************
 HB0458  DESIGNATION -  I24 L 7 RM
 HB0458  PID         -  HB0458
 HB0458  STATE/COUNTY-  KY/MCCRACKEN
 HB0458  USGS QUAD   -  PADUCAH WEST (1982)
 HB0458
 HB0458                         *CURRENT SURVEY CONTROL
 HB0458  ___________________________________________________________________
 HB0458* NAD 83(1986)-  37 03 37.     (N)    088 39 55.     (W)     SCALED    
 HB0458* NAVD 88     -       117.15   (+/-2cm)     384.3    (feet)  VERTCON   
 HB0458  ___________________________________________________________________
 HB0458  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HB0458
 HB0458  VERT ORDER  -  ? (See Below)
 HB0458
 HB0458.The horizontal coordinates were scaled from a topographic map and have
 HB0458.an estimated accuracy of +/- 6 seconds.
 HB0458
 HB0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0458.The vertical order pertains to the NGVD 29 superseded value.
 HB0458
 HB0458.The geoid height was determined by GEOID03.
 HB0458
 HB0458;                    North         East    Units  Estimated Accuracy
 HB0458;SPC KY1Z     - 1,084,730.    1,240,750.      MT  (+/- 180 meters Scaled)
 HB0458
 HB0458                          SUPERSEDED SURVEY CONTROL
 HB0458
 HB0458  NGVD 29 (??/??/??)  117.147  (m)          384.34   (f) ADJUSTED    ?  
 HB0458
 HB0458.Superseded values are not recommended for survey control.
 HB0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0458.See file dsdata.txt to determine how the superseded data were derived.
 HB0458
 HB0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG519028(NAD 83)
 HB0458_MARKER: Q = CHISELED SQUARE
 HB0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0458_SP_SET: CULVERT
 HB0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0458+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 HB0458
 HB0458  HISTORY     - Date     Condition        Report By
 HB0458  HISTORY     - UNK      MONUMENTED       PAS
 HB0458  HISTORY     - 1965     GOOD             PAS
 HB0458  HISTORY     - 20031018 GOOD             USPSQD
 HB0458  HISTORY     - 20050601 GOOD             KYDT
 HB0458
 HB0458                          STATION DESCRIPTION
 HB0458
 HB0458'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0458'2.1 MI SW FROM PADUCAH.
 HB0458'ABOUT 210.0 FEET NORTH-NORTHWEST OF I24-L7-1965, 55.5 FEET
 HB0458'EAST OF NORTHEAST CORNER OF ONE STORY FRAME HOUSE AND 23.5 FEET
 HB0458'WEST OF CENTER OF ROAD.  A CHISELED SQUARE ON SOUTHWEST CORNER
 HB0458'OF CONCRETE HEADWALL OVER 24 INCH CULVERT.
 HB0458
 HB0458                          STATION RECOVERY (2003)
 HB0458
 HB0458'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0458'RECOVERED IN GOOD CONDITION.
 HB0458
 HB0458                          STATION RECOVERY (2005)
 HB0458
 HB0458'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0461 ***********************************************************************
 HB0461  DESIGNATION -  I24 L 8
 HB0461  PID         -  HB0461
 HB0461  STATE/COUNTY-  KY/MCCRACKEN
 HB0461  USGS QUAD   -  PADUCAH WEST (1982)
 HB0461
 HB0461                         *CURRENT SURVEY CONTROL
 HB0461  ___________________________________________________________________
 HB0461* NAD 83(1986)-  37 03 28.     (N)    088 39 12.     (W)     SCALED    
 HB0461* NAVD 88     -       122.838  (meters)     403.01   (feet)  ADJUSTED  
 HB0461  ___________________________________________________________________
 HB0461  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HB0461  DYNAMIC HT  -         122.747 (meters)     402.71  (feet)  COMP
 HB0461  MODELED GRAV-     979,888.9   (mgal)                       NAVD 88
 HB0461
 HB0461  VERT ORDER  -  SECOND    CLASS 0
 HB0461
 HB0461.The horizontal coordinates were scaled from a topographic map and have
 HB0461.an estimated accuracy of +/- 6 seconds.
 HB0461
 HB0461.The orthometric height was determined by differential leveling
 HB0461.and adjusted by the National Geodetic Survey in June 1991..
 HB0461
 HB0461.The geoid height was determined by GEOID03.
 HB0461
 HB0461.The dynamic height is computed by dividing the NAVD 88
 HB0461.geopotential number by the normal gravity value computed on the
 HB0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0461.degrees latitude (g = 980.6199 gals.).
 HB0461
 HB0461.The modeled gravity was interpolated from observed gravity values.
 HB0461
 HB0461;                    North         East    Units  Estimated Accuracy
 HB0461;SPC KY1Z     - 1,084,420.    1,241,810.      MT  (+/- 180 meters Scaled)
 HB0461
 HB0461                          SUPERSEDED SURVEY CONTROL
 HB0461
 HB0461  NGVD 29 (??/??/??)  122.838  (m)          403.01   (f) ADJUSTED    2 0
 HB0461
 HB0461.Superseded values are not recommended for survey control.
 HB0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0461.See file dsdata.txt to determine how the superseded data were derived.
 HB0461
 HB0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG529025(NAD 83)
 HB0461_MARKER: DD = SURVEY DISK
 HB0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0461_SP_SET: CULVERT
 HB0461_STAMPING: I24-L8-1965
 HB0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0461
 HB0461  HISTORY     - Date     Condition        Report By
 HB0461  HISTORY     - 1965     MONUMENTED       PAS
 HB0461  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0461  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0461  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0461  HISTORY     - 20031008 MARK NOT FOUND   USPSQD
 HB0461
 HB0461                          STATION DESCRIPTION
 HB0461
 HB0461'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0461'1.8 MI SW FROM PADUCAH.
 HB0461'ABOUT 0.90 MILE WEST ALONG U.S. HIGHWAY 62 FROM THE INTERCHANGE
 HB0461'OF JACKSON STREET AND LONE OAK ROAD AT PADUCAH, KENTUCKY TO
 HB0461'CROOKED CREEK AND MARK ON LEFT, 32.6 FEET SOUTH-SOUTHEAST OF
 HB0461'CENTER OF ROAD AND DIRECTLY OVER CENTER PIER OF LARGE BOX CULVERT
 HB0461'OVER CROOKED CREEK.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HB0461'MARK DISK DRILLED IN CENTER OF SOUTHEAST HEADWALL AND STAMPED
 HB0461'I24-L8-1965.
 HB0461
 HB0461                          STATION RECOVERY (1978)
 HB0461
 HB0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0461'MARK NOT FOUND.
 HB0461
 HB0461                          STATION RECOVERY (1978)
 HB0461
 HB0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0461'MARK NOT FOUND.
 HB0461
 HB0461                          STATION RECOVERY (1978)
 HB0461
 HB0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0461'MARK NOT FOUND.
 HB0461
 HB0461                          STATION RECOVERY (2003)
 HB0461
 HB0461'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0462 ***********************************************************************
 HB0462  DESIGNATION -  I24 L 9
 HB0462  PID         -  HB0462
 HB0462  STATE/COUNTY-  KY/MCCRACKEN
 HB0462  USGS QUAD   -  PADUCAH WEST (1982)
 HB0462
 HB0462                         *CURRENT SURVEY CONTROL
 HB0462  ___________________________________________________________________
 HB0462* NAD 83(1986)-  37 02 49.     (N)    088 39 17.     (W)     SCALED    
 HB0462* NAVD 88     -       132.623  (meters)     435.11   (feet)  ADJUSTED  
 HB0462  ___________________________________________________________________
 HB0462  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HB0462  DYNAMIC HT  -         132.524 (meters)     434.79  (feet)  COMP
 HB0462  MODELED GRAV-     979,885.3   (mgal)                       NAVD 88
 HB0462
 HB0462  VERT ORDER  -  SECOND    CLASS 0
 HB0462
 HB0462.The horizontal coordinates were scaled from a topographic map and have
 HB0462.an estimated accuracy of +/- 6 seconds.
 HB0462
 HB0462.The orthometric height was determined by differential leveling
 HB0462.and adjusted by the National Geodetic Survey in June 1991..
 HB0462
 HB0462.The geoid height was determined by GEOID03.
 HB0462
 HB0462.The dynamic height is computed by dividing the NAVD 88
 HB0462.geopotential number by the normal gravity value computed on the
 HB0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0462.degrees latitude (g = 980.6199 gals.).
 HB0462
 HB0462.The modeled gravity was interpolated from observed gravity values.
 HB0462
 HB0462;                    North         East    Units  Estimated Accuracy
 HB0462;SPC KY1Z     - 1,083,220.    1,241,640.      MT  (+/- 180 meters Scaled)
 HB0462
 HB0462                          SUPERSEDED SURVEY CONTROL
 HB0462
 HB0462  NGVD 29 (??/??/??)  132.625  (m)          435.12   (f) ADJUSTED    2 0
 HB0462
 HB0462.Superseded values are not recommended for survey control.
 HB0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0462.See file dsdata.txt to determine how the superseded data were derived.
 HB0462
 HB0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG528013(NAD 83)
 HB0462_MARKER: DD = SURVEY DISK
 HB0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0462_SP_SET: CULVERT
 HB0462_STAMPING: I24-L9-1965
 HB0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0462+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 HB0462
 HB0462  HISTORY     - Date     Condition        Report By
 HB0462  HISTORY     - 1965     MONUMENTED       PAS
 HB0462  HISTORY     - 20050601 GOOD             KYDT
 HB0462
 HB0462                          STATION DESCRIPTION
 HB0462
 HB0462'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0462'2.2 MI W FROM PADUCAH.
 HB0462'ABOUT 1.50 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE INTERCHANGE
 HB0462'WITH JACKSON STREET AND LONE OAK ROAD AT PADUCAH, KENTUCKY TO
 HB0462'TVA TRANSMISSION LINE AND STATION ON RIGHT, 34.5 FEET NORTHWEST
 HB0462'OF CENTER OF ROAD AND 1.8 FEET SOUTH OF METAL WITNESS POST
 HB0462'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HB0462'DRILLED IN THE NORTHWEST END OF HEADWALL OVER CULVERT AND STAMPED
 HB0462'I24-L9-1965.
 HB0462
 HB0462                          STATION RECOVERY (2005)
 HB0462
 HB0462'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1555 ***********************************************************************
 HB1555  DESIGNATION -  I24 T1
 HB1555  PID         -  HB1555
 HB1555  STATE/COUNTY-  KY/MCCRACKEN
 HB1555  USGS QUAD   -  PADUCAH WEST (1982)
 HB1555
 HB1555                         *CURRENT SURVEY CONTROL
 HB1555  ___________________________________________________________________
 HB1555* NAD 83(1993)-  37 04 23.84002(N)    088 40 05.68970(W)     ADJUSTED  
 HB1555* NAVD 88     -       131.23   (+/-2cm)     430.5    (feet)  VERTCON   
 HB1555  ___________________________________________________________________
 HB1555  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 HB1555  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HB1555
 HB1555  HORZ ORDER  -  SECOND
 HB1555  VERT ORDER  -  THIRD ? (See Below)
 HB1555
 HB1555.The horizontal coordinates were established by classical geodetic methods
 HB1555.and adjusted by the National Geodetic Survey in October 1999..
 HB1555
 HB1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1555.The vertical order pertains to the NGVD 29 superseded value.
 HB1555
 HB1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1555
 HB1555.The geoid height was determined by GEOID03.
 HB1555
 HB1555;                    North         East     Units Scale Factor Converg.
 HB1555;SPC KY1Z     - 1,086,181.431 1,240,533.129   MT  1.00000242   -1 47 30.1
 HB1555;SPC KY1Z     - 3,563,580.24  4,069,982.44   sFT  1.00000242   -1 47 30.1
 HB1555;SPC KY S     -   586,122.919   240,544.222   MT  0.99995571   -1 46 11.3
 HB1555;SPC KY S     - 1,922,971.61    789,185.50   sFT  0.99995571   -1 46 11.3
 HB1555;SPC IL E     -    45,176.331   270,218.096   MT  0.99998592   -0 12 06.8
 HB1555;SPC IL E     -   148,216.01    886,540.54   sFT  0.99998592   -0 12 06.8
 HB1555;UTM  16      - 4,104,304.295   351,702.736   MT  0.99987092   -1 00 21.1
 HB1555
 HB1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1555!SPC KY1Z     -   0.99998387  x   1.00000242  =   0.99998629
 HB1555!SPC KY S     -   0.99998387  x   0.99995571  =   0.99993958
 HB1555!SPC IL E     -   0.99998387  x   0.99998592  =   0.99996979
 HB1555!UTM  16      -   0.99998387  x   0.99987092  =   0.99985479
 HB1555
 HB1555|---------------------------------------------------------------------|
 HB1555| PID    Reference Object                     Distance      Geod. Az  |
 HB1555|                                                           dddmmss.s |
 HB1555| CI3902 I24 T1 RM 1                          15.979 METERS 19908     |
 HB1555| HB1554 I24 T1 AZ MK                        427.865 METERS 2505926.8 |
 HB1555| CI3903 I24 T1 RM 2                          13.326 METERS 27406     |
 HB1555|---------------------------------------------------------------------|
 HB1555
 HB1555                          SUPERSEDED SURVEY CONTROL
 HB1555
 HB1555  NAD 83(1993)-  37 04 23.84121(N)    088 40 05.68980(W) AD(       ) 2
 HB1555  NAD 83(1986)-  37 04 23.84716(N)    088 40 05.69585(W) AD(       ) 2
 HB1555  NAD 27      -  37 04 23.64316(N)    088 40 05.50424(W) AD(       ) 2
 HB1555  NGVD 29 (07/19/86)  131.23   (m)          430.5    (f) LEVELING    3  
 HB1555
 HB1555.Superseded values are not recommended for survey control.
 HB1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1555.See file dsdata.txt to determine how the superseded data were derived.
 HB1555
 HB1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5170304304(NAD 83)
 HB1555_MARKER: DD = SURVEY DISK
 HB1555_SETTING: 0 = UNSPECIFIED SETTING
 HB1555
 HB1555  HISTORY     - Date     Condition        Report By
 HB1555  HISTORY     - 1966     MONUMENTED       KYDT
 HB1555  HISTORY     - 1972     GOOD             TVA
 HB1555  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 HB1555
 HB1555                          STATION DESCRIPTION
 HB1555
 HB1555'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 HB1555'STATION IS LOCATED ABOUT 2.2 MILES WEST OF PADUCAH, KENTUCKY.
 HB1555'
 HB1555'TO REACH THE STATION FROM THE MAIN ENTRANCE OF BOB NOBLE PARK
 HB1555'TO WEST ON U. S. HIGHWAY 60 FOR 2.0 MILES TO JUNCTION OF STATE
 HB1555'HIGHWAY 788 AND FRIEDMAN LANE.  TURN LEFT AND GO SOUTH ON STATE
 HB1555'HIGHWAY 788 FOR 0.45 MILE TO DRIVE WEST.  TURN RIGHT AND GO WEST
 HB1555'FOR 0.1 MILE TO JUNCTION WITH FARM ROAD SOUTH.* TURN LEFT AND GO
 HB1555'SOUTH ALONG FARM ROAD FOR 0.15 MILE TO MARK.  AT PROPERTY OWNERS
 HB1555'REQUEST MARK WAS SET IN CENTER OF FARM LANE.
 HB1555'
 HB1555'STATION MARK IS 4.6 FEET NORTHEAST OF METAL WITNESS POST AND
 HB1555'SIGN.  NO OTHER LOCAL DESCRIPTION AVAILABLE.  THE MARK IS FLUSH
 HB1555'AND IS STAMPED I24-T1 1966.
 HB1555'
 HB1555'REFERENCE MARK NO. 1 IS 52.42 FEET EAST OF STATION, 52.5 FEET
 HB1555'EAST OF CENTER OF ROAD AND 56.7 FEET EAST OF METAL WITNESS
 HB1555'POST AND SIGN.  THE MARK IS FLUSH AND IS STAMPED I24-T1 1966.
 HB1555'
 HB1555'REFERENCE MARK NO. 2 IS 43.72 FEET SOUTHEAST OF STATION, 23.0 FEET
 HB1555'EAST OF CENTER OF ROAD AND 43.7 FEET SOUTHEAST OF METAL WITNESS
 HB1555'POST AND SIGN.  THE MARK IS FLUSH AND IS STAMPED I24-T1 NO. 2 1966.
 HB1555'
 HB1555'AZIMUTH MARK IS ABOUT 0.38 MILE WEST OF STATION, 64.0 FEET
 HB1555'SOUTHWEST OF 10 INCH RED OAK, 49.9 FEET SOUTHEAST OF CENTER
 HB1555'OF ROAD, 31.1 FEET EAST OF 10 INCH BLACK OAK AND 2.1 FEET
 HB1555'NORTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS
 HB1555'4 INCHES AND IS STAMPED I24-T1 1966.
 HB1555'
 HB1555'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT
 HB1555'AHEAD ON PRIVATE DRIVE FOR 0.25 MILE TO WOODS LINE AND AZIMUTH
 HB1555'ON LEFT.
 HB1555'
 HB1555'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HB1555'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HB1555'
 HB1555'HEIGHT OF LIGHT ABOVE STATION MARK 15.54 METERS.
 HB1555
 HB1555                          STATION RECOVERY (1972)
 HB1555
 HB1555'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 HB1555'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.  STATION IS IN A
 HB1555'OPEN FIELD WHICH HAS BEEN CULTIVATED.  ROAD IS GONE.  STEEL POST
 HB1555'AND SIGN DESTROYED.
 HB1555
 HB1555                          STATION RECOVERY (2003)
 HB1555
 HB1555'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB1555'HOUSING SUBDIVISION IN AREA.  UNABLE TO LOCATE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1554 ***********************************************************************
 HB1554  DESIGNATION -  I24 T1 AZ MK
 HB1554  PID         -  HB1554
 HB1554  STATE/COUNTY-  KY/MCCRACKEN
 HB1554  USGS QUAD   -  PADUCAH WEST (1982)
 HB1554
 HB1554                         *CURRENT SURVEY CONTROL
 HB1554  ___________________________________________________________________
 HB1554* NAD 83(1993)-  37 04 19.31893(N)    088 40 22.06610(W)     ADJUSTED  
 HB1554* NAVD 88     -       129.0    (meters)     423.     (feet)  VERTCON   
 HB1554  ___________________________________________________________________
 HB1554  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 HB1554  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HB1554
 HB1554  HORZ ORDER  -  SECOND
 HB1554
 HB1554.The horizontal coordinates were established by classical geodetic methods
 HB1554.and adjusted by the National Geodetic Survey in October 1999..
 HB1554
 HB1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1554
 HB1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1554
 HB1554.The geoid height was determined by GEOID03.
 HB1554
 HB1554;                    North         East     Units Scale Factor Converg.
 HB1554;SPC KY1Z     - 1,086,054.783 1,240,124.437   MT  1.00000272   -1 47 40.1
 HB1554;SPC KY1Z     - 3,563,164.73  4,068,641.59   sFT  1.00000272   -1 47 40.1
 HB1554;SPC KY S     -   585,996.121   240,135.597   MT  0.99995581   -1 46 21.2
 HB1554;SPC KY S     - 1,922,555.61    787,844.87   sFT  0.99995581   -1 46 21.2
 HB1554;SPC IL E     -    45,038.395   269,813.082   MT  0.99998622   -0 12 16.7
 HB1554;SPC IL E     -   147,763.47    885,211.75   sFT  0.99998622   -0 12 16.7
 HB1554;UTM  16      - 4,104,172.070   351,295.872   MT  0.99987241   -1 00 30.9
 HB1554
 HB1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1554!SPC KY1Z     -   0.99998422  x   1.00000272  =   0.99998694
 HB1554!SPC KY S     -   0.99998422  x   0.99995581  =   0.99994003
 HB1554!SPC IL E     -   0.99998422  x   0.99998622  =   0.99997044
 HB1554!UTM  16      -   0.99998422  x   0.99987241  =   0.99985663
 HB1554
 HB1554                          SUPERSEDED SURVEY CONTROL
 HB1554
 HB1554  NAD 83(1993)-  37 04 19.32017(N)    088 40 22.06622(W) AD(       ) 2
 HB1554  NAD 83(1986)-  37 04 19.32612(N)    088 40 22.07254(W) AD(       ) 2
 HB1554  NAD 27      -  37 04 19.12170(N)    088 40 21.88003(W) AD(       ) 2
 HB1554  NGVD 29 (07/19/86)  129.0    (m)          423.     (f) VERT ANG       
 HB1554
 HB1554.Superseded values are not recommended for survey control.
 HB1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1554.See file dsdata.txt to determine how the superseded data were derived.
 HB1554
 HB1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5129604172(NAD 83)
 HB1554_MARKER: DD = SURVEY DISK
 HB1554_SETTING: 0 = UNSPECIFIED SETTING
 HB1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1554
 HB1554  HISTORY     - Date     Condition        Report By
 HB1554  HISTORY     - 1966     MONUMENTED       KYDT
 HB1554  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 HB1554
 HB1554                          STATION DESCRIPTION
 HB1554
 HB1554'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 HB1554'MARK, A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 HB1554'CONCRETE, PROJECTS 4 INCHES AND IS STAMPED I24-T1 1966.  IT
 HB1554'IS ABOUT 0.38 MILE WEST OF STATION, 64.0 FEET SOUTHWEST OF 10
 HB1554'INCH RED OAK, 49.9 FEET SOUTHEAST OF CENTER OF ROAD, 31.1 FEET
 HB1554'EAST OF 10 INCH BLACK OAK AND 2.1 FEET NORTHWEST OF METAL
 HB1554'WITNESS POST AND SIGN.
 HB1554
 HB1554                          STATION RECOVERY (2003)
 HB1554
 HB1554'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB1554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0270 ***********************************************************************
 HB0270  DESIGNATION -  I24 T10
 HB0270  PID         -  HB0270
 HB0270  STATE/COUNTY-  KY/LYON
 HB0270  USGS QUAD   -  GRAND RIVERS (1993)
 HB0270
 HB0270                         *CURRENT SURVEY CONTROL
 HB0270  ___________________________________________________________________
 HB0270* NAD 83(1993)-  37 03 39.75605(N)    088 11 27.68209(W)     ADJUSTED  
 HB0270* NAVD 88     -       151.764  (meters)     497.91   (feet)  ADJUSTED  
 HB0270  ___________________________________________________________________
 HB0270  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 HB0270  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HB0270  DYNAMIC HT  -         151.652 (meters)     497.54  (feet)  COMP
 HB0270  MODELED GRAV-     979,888.9   (mgal)                       NAVD 88
 HB0270
 HB0270  HORZ ORDER  -  SECOND
 HB0270  VERT ORDER  -  SECOND    CLASS 0
 HB0270
 HB0270.The horizontal coordinates were established by classical geodetic methods
 HB0270.and adjusted by the National Geodetic Survey in December 1995..
 HB0270
 HB0270.The orthometric height was determined by differential leveling
 HB0270.and adjusted by the National Geodetic Survey in June 1991..
 HB0270
 HB0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0270
 HB0270.The geoid height was determined by GEOID03.
 HB0270
 HB0270.The dynamic height is computed by dividing the NAVD 88
 HB0270.geopotential number by the normal gravity value computed on the
 HB0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0270.degrees latitude (g = 980.6199 gals.).
 HB0270
 HB0270.The modeled gravity was interpolated from observed gravity values.
 HB0270
 HB0270;                    North         East     Units Scale Factor Converg.
 HB0270;SPC KY1Z     - 1,083,604.503 1,282,917.880   MT  1.00000541   -1 29 55.3
 HB0270;SPC KY1Z     - 3,555,125.77  4,209,039.74   sFT  1.00000541   -1 29 55.3
 HB0270;SPC KY S     -   583,560.976   282,927.853   MT  0.99995670   -1 28 49.4
 HB0270;SPC KY S     - 1,914,566.30    928,239.13   sFT  0.99995670   -1 28 49.4
 HB0270;UTM  16      - 4,102,307.479   394,110.144   MT  0.99973813   -0 43 04.3
 HB0270
 HB0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0270!SPC KY1Z     -   0.99998071  x   1.00000541  =   0.99998612
 HB0270!SPC KY S     -   0.99998071  x   0.99995670  =   0.99993741
 HB0270!UTM  16      -   0.99998071  x   0.99973813  =   0.99971885
 HB0270
 HB0270|---------------------------------------------------------------------|
 HB0270| PID    Reference Object                     Distance      Geod. Az  |
 HB0270|                                                           dddmmss.s |
 HB0270| HB0287 I24 T10 RM 1                         27.017 METERS 00508     |
 HB0270| HB0269 I24 T10 RM 2                         18.892 METERS 27153     |
 HB0270| HB0268 I24 T10 AZ MK                                      3530814.7 |
 HB0270|---------------------------------------------------------------------|
 HB0270
 HB0270                          SUPERSEDED SURVEY CONTROL
 HB0270
 HB0270  NAD 83(1986)-  37 03 39.76527(N)    088 11 27.68677(W) AD(       ) 2
 HB0270  NAD 27      -  37 03 39.57146(N)    088 11 27.58955(W) AD(       ) 2
 HB0270  NGVD 29 (??/??/??)  151.827  (m)          498.12   (f) ADJUSTED    2 0
 HB0270
 HB0270.Superseded values are not recommended for survey control.
 HB0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0270.See file dsdata.txt to determine how the superseded data were derived.
 HB0270
 HB0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG9411002307(NAD 83)
 HB0270_MARKER: DE = TRAVERSE STATION DISK
 HB0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0270_STAMPING: I24-T10 1966
 HB0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0270+STABILITY: SURFACE MOTION
 HB0270
 HB0270  HISTORY     - Date     Condition        Report By
 HB0270  HISTORY     - 1966     MONUMENTED       KYDT
 HB0270  HISTORY     - 1966     GOOD             KYHD
 HB0270
 HB0270                          STATION DESCRIPTION
 HB0270
 HB0270'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 HB0270'STATION IS LOCATED ABOUT 3.00 MILES WEST OF KUTTAWA ON LAND
 HB0270'OWNED BY MR. CECIL VICKREY.
 HB0270'
 HB0270'TO REACH THE STATION FROM THE EAST END OF BRIDGE OVER CUMBERLAND
 HB0270'RIVER GO EAST ON U. S. HIGHWAYS 62 AND 641 FOR 1.50 MILES
 HB0270'TO CROSSROAD. TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 2.40
 HB0270'MILES TO PRIVATE DRIVE RIGHT.* TURN RIGHT AND GO SOUTHEAST ON
 HB0270'PRIVATE DRIVE FOR 0.20 MILE TO ONE STORY FRAME HOUSE ON RIGHT
 HB0270'AND END OF TRUCK TRAVEL.  WALK SOUTH ALONG NORTH SOUTH FENCE FOR
 HB0270'0.05 MILE TO MARK.
 HB0270'
 HB0270'STATION MARK IS 105.0 FEET SOUTH OF POWER POLE AND 88.5 FEET
 HB0270'SOUTH OF METAL WITNESS POST AND SIGN.  THE MARK IS 12 INCHES
 HB0270'UNDERGROUND AND IS STAMPED I24-T10 1966.
 HB0270'
 HB0270'REFERENCE MARK NO. 1 IS 88.64 FEET NORTH OF STATION, 17.3
 HB0270'FEET SOUTH OF POWER POLE, 1.7 FEET SOUTH OF FENCE CORNER
 HB0270'AND 3.4 FEET SOUTH OF METAL WITNESS POST AND SIGN.  THE MARK
 HB0270'PROJECTS 6 INCHES AND IS STAMPED I24-T10 NO. 1 1966.
 HB0270'
 HB0270'REFERENCE MARK NO. 2 IS 61.98 FEET WEST OF STATION, 121.0 FEET
 HB0270'SOUTHWEST OF POWER POLE AND 112.0 FEET SOUTHWEST OF METAL WITNESS
 HB0270'POST AND SIGN ON WEST SLOPE OF HILL ABOUT 4 FEET LOWER THAN
 HB0270'STATION.  THE MARK PROJECTS 4 INCHES AND IS STAMPED I24-T10 NO.
 HB0270'2 1966.
 HB0270'
 HB0270'AZIMUTH MARK IS ABOUT 0.35 MILE NORTHWEST OF STATION, 114.0
 HB0270'FEET SOUTH OF SOUTHEAST CORNER OF A ONE STORY FRAME HOUSE, 41.9
 HB0270'FEET NORTH OF POWER POLE WITH TRANSFORMER, 17.5 FEET EAST OF
 HB0270'CENTER OF GRAVEL ROAD AND 2.0 FEET WEST OF METAL WITNESS POST
 HB0270'AND SIGN. THE MARK PROJECTS 6 INCHES AND IS STAMPED I24-T10 1966.
 HB0270'
 HB0270'TO REACH AZIMUTH MARK FROM * THIS POINT, CONTINUE STRAIGHT
 HB0270'AHEAD ON GRAVEL ROAD FOR 0.15 MILE TO AZIMUTH ON RIGHT.
 HB0270'
 HB0270'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTHS MARKS ARE
 HB0270'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN
 HB0270'CONCRETE AS DESCRIBED.
 HB0270'
 HB0270'HEIGHT OF LIGHT ABOVE STATION MARK 15.51 METERS.
 HB0270
 HB0270                          STATION RECOVERY (1966)
 HB0270
 HB0270'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1966
 HB0270'3 MI W FROM KUTTAWA.
 HB0270'ABOUT 1.05 MILES EAST ALONG U.S. HIGHWAYS 62 AND 641 FROM THE
 HB0270'EAST END OF THE BRIDGE OVER CUMBERLAND RIVER TO CROSSROADS,
 HB0270'THENCE, ABOUT 2.40 MILES NORTH ALONG A GRAVEL ROAD TO PRIVATE
 HB0270'DRIVE RIGHT, THENCE, ABOUT 0.20 MILE SOUTHEAST ALONG A PRIVATE
 HB0270'DRIVE TO A ONE STORY FRAME HOUSE ON RIGHT AND END OF TRUCK
 HB0270'TRAVEL, THENCE, ABOUT 0.05 MILE SOUTH ALONG NORTH-SOUTH FENCE
 HB0270'TO MARK, 105 FEET SOUTH OF POWER POLE AND 88.8 FEET SOUTH OF
 HB0270'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HB0270'TRAVERSE MARK DISK SET IN TOP OF CONCRETE POST 12 INCHES BELOW
 HB0270'THE SURFACE OF THE GROUND AND STAMPED I24-T10 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0268 ***********************************************************************
 HB0268  DESIGNATION -  I24 T10 AZ MK
 HB0268  PID         -  HB0268
 HB0268  STATE/COUNTY-  KY/LYON
 HB0268  USGS QUAD   -  GRAND RIVERS (1993)
 HB0268
 HB0268                         *CURRENT SURVEY CONTROL
 HB0268  ___________________________________________________________________
 HB0268* NAD 83(1986)-  37 03 57.     (N)    088 11 29.     (W)     SCALED    
 HB0268* NAVD 88     -       149.195  (meters)     489.48   (feet)  ADJUSTED  
 HB0268  ___________________________________________________________________
 HB0268  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 HB0268  DYNAMIC HT  -         149.084 (meters)     489.12  (feet)  COMP
 HB0268  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 HB0268
 HB0268  VERT ORDER  -  SECOND    CLASS 0
 HB0268
 HB0268.The horizontal coordinates were scaled from a topographic map and have
 HB0268.an estimated accuracy of +/- 6 seconds.
 HB0268
 HB0268.The orthometric height was determined by differential leveling
 HB0268.and adjusted by the National Geodetic Survey in June 1991..
 HB0268
 HB0268.The geoid height was determined by GEOID03.
 HB0268
 HB0268.The dynamic height is computed by dividing the NAVD 88
 HB0268.geopotential number by the normal gravity value computed on the
 HB0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0268.degrees latitude (g = 980.6199 gals.).
 HB0268
 HB0268.The modeled gravity was interpolated from observed gravity values.
 HB0268
 HB0268;                    North         East    Units  Estimated Accuracy
 HB0268;SPC KY1Z     - 1,084,140.    1,282,900.      MT  (+/- 180 meters Scaled)
 HB0268
 HB0268                          SUPERSEDED SURVEY CONTROL
 HB0268
 HB0268  NGVD 29 (??/??/??)  149.258  (m)          489.69   (f) ADJUSTED    2 0
 HB0268
 HB0268.Superseded values are not recommended for survey control.
 HB0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0268.See file dsdata.txt to determine how the superseded data were derived.
 HB0268
 HB0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG940028(NAD 83)
 HB0268_MARKER: DZ = AZIMUTH MARK DISK
 HB0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0268_STAMPING: I24-T10 1966
 HB0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0268+STABILITY: SURFACE MOTION
 HB0268
 HB0268  HISTORY     - Date     Condition        Report By
 HB0268  HISTORY     - 1966     MONUMENTED       KYHD
 HB0268
 HB0268                          STATION DESCRIPTION
 HB0268
 HB0268'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 HB0268'3 MI W FROM KUTTAWA.
 HB0268'ABOUT 1.05 MILES EAST ALONG U.S. HIGHWAYS 62 AND 641 FROM THE
 HB0268'EAST END OF THE BRIDGE OVER CUMBERLAND RIVER TO CROSSROADS,
 HB0268'THENCE ABOUT 2.55 MILES NORTH ALONG A GRAVEL ROAD TO MARK ON
 HB0268'RIGHT, 114 FEET SOUTH OF SOUTHEAST CORNER OF ONE-STORY FRAME
 HB0268'HOUSE, 41.9 FEET NORTH OF POWER POLE WITH TRANSFORMER, 17.5 FEET
 HB0268'EAST OF CENTER OF ROAD AND 2.0 FEET WEST OF A METAL WITNESS
 HB0268'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK
 HB0268'DISK SET IN TOP OF CONCRETE POST PROJECTING 6 INCHES AND STAMPED
 HB0268'I24-T10 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0287 ***********************************************************************
 HB0287  DESIGNATION -  I24 T10 RM 1
 HB0287  PID         -  HB0287
 HB0287  STATE/COUNTY-  KY/LYON
 HB0287  USGS QUAD   -  GRAND RIVERS (1993)
 HB0287
 HB0287                         *CURRENT SURVEY CONTROL
 HB0287  ___________________________________________________________________
 HB0287* NAD 83(1986)-  37 03 39.     (N)    088 11 27.     (W)     SCALED    
 HB0287* NAVD 88     -       152.370  (meters)     499.90   (feet)  ADJUSTED  
 HB0287  ___________________________________________________________________
 HB0287  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HB0287  DYNAMIC HT  -         152.257 (meters)     499.53  (feet)  COMP
 HB0287  MODELED GRAV-     979,888.9   (mgal)                       NAVD 88
 HB0287
 HB0287  VERT ORDER  -  SECOND    CLASS 0
 HB0287
 HB0287.The horizontal coordinates were scaled from a topographic map and have
 HB0287.an estimated accuracy of +/- 6 seconds.
 HB0287
 HB0287.The orthometric height was determined by differential leveling
 HB0287.and adjusted by the National Geodetic Survey in June 1991..
 HB0287
 HB0287.The geoid height was determined by GEOID03.
 HB0287
 HB0287.The dynamic height is computed by dividing the NAVD 88
 HB0287.geopotential number by the normal gravity value computed on the
 HB0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0287.degrees latitude (g = 980.6199 gals.).
 HB0287
 HB0287.The modeled gravity was interpolated from observed gravity values.
 HB0287
 HB0287;                    North         East    Units  Estimated Accuracy
 HB0287;SPC KY1Z     - 1,083,580.    1,282,930.      MT  (+/- 180 meters Scaled)
 HB0287
 HB0287                          SUPERSEDED SURVEY CONTROL
 HB0287
 HB0287  NGVD 29 (??/??/??)  152.433  (m)          500.11   (f) ADJUSTED    2 0
 HB0287
 HB0287.Superseded values are not recommended for survey control.
 HB0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0287.See file dsdata.txt to determine how the superseded data were derived.
 HB0287
 HB0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG941022(NAD 83)
 HB0287_MARKER: DR = REFERENCE MARK DISK
 HB0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0287_STAMPING: I24-T10 NO 1 1966
 HB0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0287+STABILITY: SURFACE MOTION
 HB0287
 HB0287  HISTORY     - Date     Condition        Report By
 HB0287  HISTORY     - 1966     MONUMENTED       KYHD
 HB0287
 HB0287                          STATION DESCRIPTION
 HB0287
 HB0287'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 HB0287'3 MI W FROM KUTTAWA.
 HB0287'ABOUT 1.05 MILES EAST ALONG U.S. HIGHWAYS 62 AND 641 FROM THE
 HB0287'EAST END OF THE BRIDGE OVER CUMBERLAND RIVER TO CROSSROADS,
 HB0287'THENCE, ABOUT 2.40 MILES NORTH ALONG A GRAVEL ROAD TO PRIVATE
 HB0287'DRIVE RIGHT, THENCE, ABOUT 0.20 MILE SOUTHEAST ALONG A PRIVATE
 HB0287'DRIVE TO A ONE STORY FRAME HOUSE ON RIGHT AND END OF TRUCK
 HB0287'TRAVEL, THENCE, ABOUT 0.05 MILE SOUTH OF FENCE CORNER AND 3.4
 HB0287'FEET WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HB0287'OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF A CONCRETE POST
 HB0287'PROJECTING 6 INCHES AND STAMPED I24-T10 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0269 ***********************************************************************
 HB0269  DESIGNATION -  I24 T10 RM 2
 HB0269  PID         -  HB0269
 HB0269  STATE/COUNTY-  KY/LYON
 HB0269  USGS QUAD   -  GRAND RIVERS (1993)
 HB0269
 HB0269                         *CURRENT SURVEY CONTROL
 HB0269  ___________________________________________________________________
 HB0269* NAD 83(1986)-  37 03 39.     (N)    088 11 27.     (W)     SCALED    
 HB0269* NAVD 88     -       151.278  (meters)     496.32   (feet)  ADJUSTED  
 HB0269  ___________________________________________________________________
 HB0269  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HB0269  DYNAMIC HT  -         151.166 (meters)     495.95  (feet)  COMP
 HB0269  MODELED GRAV-     979,888.9   (mgal)                       NAVD 88
 HB0269
 HB0269  VERT ORDER  -  SECOND    CLASS 0
 HB0269
 HB0269.The horizontal coordinates were scaled from a topographic map and have
 HB0269.an estimated accuracy of +/- 6 seconds.
 HB0269
 HB0269.The orthometric height was determined by differential leveling
 HB0269.and adjusted by the National Geodetic Survey in June 1991..
 HB0269
 HB0269.The geoid height was determined by GEOID03.
 HB0269
 HB0269.The dynamic height is computed by dividing the NAVD 88
 HB0269.geopotential number by the normal gravity value computed on the
 HB0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0269.degrees latitude (g = 980.6199 gals.).
 HB0269
 HB0269.The modeled gravity was interpolated from observed gravity values.
 HB0269
 HB0269;                    North         East    Units  Estimated Accuracy
 HB0269;SPC KY1Z     - 1,083,580.    1,282,930.      MT  (+/- 180 meters Scaled)
 HB0269
 HB0269                          SUPERSEDED SURVEY CONTROL
 HB0269
 HB0269  NGVD 29 (??/??/??)  151.341  (m)          496.52   (f) ADJUSTED    2 0
 HB0269
 HB0269.Superseded values are not recommended for survey control.
 HB0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0269.See file dsdata.txt to determine how the superseded data were derived.
 HB0269
 HB0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG941022(NAD 83)
 HB0269_MARKER: DR = REFERENCE MARK DISK
 HB0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0269_STAMPING: I24-T10 NO 2 1966
 HB0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0269+STABILITY: SURFACE MOTION
 HB0269
 HB0269  HISTORY     - Date     Condition        Report By
 HB0269  HISTORY     - 1966     MONUMENTED       KYHD
 HB0269
 HB0269                          STATION DESCRIPTION
 HB0269
 HB0269'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 HB0269'3 MI W FROM KUTTAWA.
 HB0269'ABOUT 1.05 MILES EAST ALONG U.S. HIGHWAYS 62 AND 641 FROM THE
 HB0269'EAST END OF THE BRIDGE OVER CUMBERLAND RIVER TO CROSSROADS,
 HB0269'THENCE, ABOUT 2.40 MILES NORTH ALONG A GRAVEL ROAD TO PRIVATE
 HB0269'DRIVE RIGHT, THENCE, ABOUT 0.20 MILE SOUTHEAST ALONG A PRIVATE
 HB0269'DRIVE TO A ONE STORY FRAME HOUSE ON RIGHT AND END OF TRUCK
 HB0269'TRAVEL, THENCE, ABOUT 0.05 MILE SOUTH ALONG NORTH-SOUTH FENCE
 HB0269'TO MARK, 121 FEET SOUTHWEST OF POWER POLE AND 112 FEET SOUTHWEST
 HB0269'OF METAL WITNESS POST AND SIGN, ON WEST SLOPE OF HILL ABOUT 4
 HB0269'FEET LOWER THAN STATION.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HB0269'REFERENCE MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 4
 HB0269'INCHES AND STAMPED I24-T10 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0274 ***********************************************************************
 HB0274  DESIGNATION -  I24 T11
 HB0274  PID         -  HB0274
 HB0274  STATE/COUNTY-  KY/LYON
 HB0274  USGS QUAD   -  GRAND RIVERS (1993)
 HB0274
 HB0274                         *CURRENT SURVEY CONTROL
 HB0274  ___________________________________________________________________
 HB0274* NAD 83(1993)-  37 03 45.52993(N)    088 09 37.33130(W)     ADJUSTED  
 HB0274* NAVD 88     -       159.949  (meters)     524.77   (feet)  ADJUSTED  
 HB0274  ___________________________________________________________________
 HB0274  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 HB0274  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 HB0274  DYNAMIC HT  -         159.830 (meters)     524.38  (feet)  COMP
 HB0274  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 HB0274
 HB0274  HORZ ORDER  -  SECOND
 HB0274  VERT ORDER  -  SECOND    CLASS 0
 HB0274
 HB0274.The horizontal coordinates were established by classical geodetic methods
 HB0274.and adjusted by the National Geodetic Survey in December 1995..
 HB0274
 HB0274.The orthometric height was determined by differential leveling
 HB0274.and adjusted by the National Geodetic Survey in June 1991..
 HB0274
 HB0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0274
 HB0274.The geoid height was determined by GEOID03.
 HB0274
 HB0274.The dynamic height is computed by dividing the NAVD 88
 HB0274.geopotential number by the normal gravity value computed on the
 HB0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0274.degrees latitude (g = 980.6199 gals.).
 HB0274
 HB0274.The modeled gravity was interpolated from observed gravity values.
 HB0274
 HB0274;                    North         East     Units Scale Factor Converg.
 HB0274;SPC KY1Z     - 1,083,711.582 1,285,647.862   MT  1.00000501   -1 28 47.5
 HB0274;SPC KY1Z     - 3,555,477.08  4,217,996.36   sFT  1.00000501   -1 28 47.5
 HB0274;SPC KY S     -   583,668.917   285,657.669   MT  0.99995657   -1 27 42.5
 HB0274;SPC KY S     - 1,914,920.44    937,195.20   sFT  0.99995657   -1 27 42.5
 HB0274;UTM  16      - 4,102,451.704   396,837.676   MT  0.99973110   -0 41 57.8
 HB0274
 HB0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0274!SPC KY1Z     -   0.99997943  x   1.00000501  =   0.99998444
 HB0274!SPC KY S     -   0.99997943  x   0.99995657  =   0.99993600
 HB0274!UTM  16      -   0.99997943  x   0.99973110  =   0.99971054
 HB0274
 HB0274|---------------------------------------------------------------------|
 HB0274| PID    Reference Object                     Distance      Geod. Az  |
 HB0274|                                                           dddmmss.s |
 HB0274| HB0273 I24 T11 RM 1                         19.586 METERS 00539     |
 HB0274| HB0275 I24 T11 RM 2                         13.417 METERS 26238     |
 HB0274| HB0272 I24 T11 AZ MK                                      3520148.7 |
 HB0274|---------------------------------------------------------------------|
 HB0274
 HB0274                          SUPERSEDED SURVEY CONTROL
 HB0274
 HB0274  NAD 83(1986)-  37 03 45.53960(N)    088 09 37.33583(W) AD(       ) 2
 HB0274  NAD 27      -  37 03 45.34857(N)    088 09 37.23928(W) AD(       ) 2
 HB0274  NGVD 29 (??/??/??)  160.011  (m)          524.97   (f) ADJUSTED    2 0
 HB0274
 HB0274.Superseded values are not recommended for survey control.
 HB0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0274.See file dsdata.txt to determine how the superseded data were derived.
 HB0274
 HB0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG9683802452(NAD 83)
 HB0274_MARKER: DE = TRAVERSE STATION DISK
 HB0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0274_STAMPING: I24-T11 1966
 HB0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0274+STABILITY: SURFACE MOTION
 HB0274
 HB0274  HISTORY     - Date     Condition        Report By
 HB0274  HISTORY     - 1966     MONUMENTED       KYDT
 HB0274  HISTORY     - 1966     GOOD             PAS
 HB0274
 HB0274                          STATION DESCRIPTION
 HB0274
 HB0274'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 HB0274'STATION IS LOCATED ABOUT 1.33 MILES WEST OF KUTTAWA ON LAND
 HB0274'OWNED BY MRS. MARY SHUMAKER.
 HB0274'
 HB0274'TO REACH THE STATION FROM KUTTAWA GO EAST ON U.S. HIGHWAYS 62
 HB0274'AND 641 FOR 0.40 MILE TO JUNCTION WITH STATE HIGHWAYS 93
 HB0274'AND 295.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 93 FOR 1.70
 HB0274'MILES TO T-ROAD LEFT*.  TURN LEFT AND GO SOUTH ON GRAVEL ROAD
 HB0274'FOR 1.15 MILES TO MARK ON LEFT.
 HB0274'
 HB0274'STATION MARK IS 94.8 FEET NORTHWEST OF 18 IN HICKORY TREE,
 HB0274'5.4 FEET EAST OF CENTER OF ROAD AND 45.3 FEET EAST OF METAL
 HB0274'WITNESS POST AND SIGN.  THE MARK PROJECTS 3 INCHES AND IS STAMPED
 HB0274'I24-T11 1966.
 HB0274'
 HB0274'REFERENCE MARK NO. 1 IS 64.26 FEET NORTH OF STATION, 117 FEET
 HB0274'SOUTH OF 12 IN OAK TREE, 69.8 FEET EAST OF CENTER OF ROAD,
 HB0274'54.2 FEET EAST OF A FENCE AND 85.8 FEET NORTHEAST OF METAL
 HB0274'WITNESS POST AND SIGN.  THE MARK PROJECTS 6 INCHES AND IS
 HB0274'STAMPED I24-T11 NO. 1 1966.
 HB0274'
 HB0274'REFERENCE MARK NO. 2 IS 44.02 FEET WEST OF STATION, 15.0 FEET
 HB0274'EAST OF CENTER OF ROAD AND 1.6 FEET SOUTHEAST OF METAL WITNESS
 HB0274'POST AND SIGN.  THE MARK PROJECTS 4 INCHES AND IS STAMPED
 HB0274'I24-T11 NO. 2 1966.
 HB0274'
 HB0274'AZIMUTH MARK IS ABOUT 0.53 MILE NORTH OF STATION, 73.0 FEET
 HB0274'SOUTHEAST OF POWER POLE WITH TRANSFORMER, 23.6 FEET SOUTH OF
 HB0274'ROAD INTERSECTION AND 2.0 FEET SOUTHEAST OF METAL WITNESS
 HB0274'POST AND SIGN.  THE MARK PROJECTS 4 INCHES AND IS STAMPED
 HB0274'I24-T11 1966.
 HB0274'
 HB0274'TO REACH AZIMUTH MARK FROM *THIS POINT, GO SOUTH ON GRAVEL
 HB0274'ROAD FOR 0.50 MILE TO FARM LANE RIGHT.  TURN RIGHT AND GO WEST
 HB0274'ON FARM LANE FOR 0.10 MILE TO PRIVATE DRIVE LEFT AND AZIMUTH
 HB0274'ON LEFT.
 HB0274'
 HB0274'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HB0274'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE
 HB0274'AS DESCRIBED.
 HB0274'
 HB0274'HEIGHT OF LIGHT ABOVE STATION MARK 15.52 METERS.
 HB0274
 HB0274                          STATION RECOVERY (1966)
 HB0274
 HB0274'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1966
 HB0274'1.4 MI W FROM KUTTAWA.
 HB0274'ABOUT 0.40 MILE EAST ALONG U.S. HIGHWAYS 62 AND 641 FROM KUTTAWA
 HB0274'TO JUNCTION WITH STATE HIGHWAYS 93 AND 295, THENCE, ABOUT 1.70
 HB0274'MILES NORTHWEST ALONG STATE HIGHWAY 93 TO T ROAD LEFT, THENCE,
 HB0274'ABOUT 1.15 MILES SOUTH ALONG A GRAVEL ROAD TO MARK ON LEFT, 94.8
 HB0274'FEET NORTHWEST OF 18 IN HICKORY TREE, 5.4 FEET EAST OF CENTER
 HB0274'OF ROAD AND 45.3 FEET EAST OF METAL WITNESS POST AND SIGN.
 HB0274'A KENTUCKY DEPARTMENT OF HIGHWAYS TRAVERSE MARK DISK SET IN
 HB0274'TOP OF CONCRETE POST PROJECTING 3 INCHES AND STAMPED I24-T11
 HB0274'1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0272 ***********************************************************************
 HB0272  DESIGNATION -  I24 T11 AZ MK
 HB0272  PID         -  HB0272
 HB0272  STATE/COUNTY-  KY/LYON
 HB0272  USGS QUAD   -  GRAND RIVERS (1993)
 HB0272
 HB0272                         *CURRENT SURVEY CONTROL
 HB0272  ___________________________________________________________________
 HB0272* NAD 83(1986)-  37 04 12.     (N)    088 09 41.     (W)     SCALED    
 HB0272* NAVD 88     -       156.857  (meters)     514.62   (feet)  ADJUSTED  
 HB0272  ___________________________________________________________________
 HB0272  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 HB0272  DYNAMIC HT  -         156.741 (meters)     514.24  (feet)  COMP
 HB0272  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 HB0272
 HB0272  VERT ORDER  -  SECOND    CLASS 0
 HB0272
 HB0272.The horizontal coordinates were scaled from a topographic map and have
 HB0272.an estimated accuracy of +/- 6 seconds.
 HB0272
 HB0272.The orthometric height was determined by differential leveling
 HB0272.and adjusted by the National Geodetic Survey in June 1991..
 HB0272
 HB0272.The geoid height was determined by GEOID03.
 HB0272
 HB0272.The dynamic height is computed by dividing the NAVD 88
 HB0272.geopotential number by the normal gravity value computed on the
 HB0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0272.degrees latitude (g = 980.6199 gals.).
 HB0272
 HB0272.The modeled gravity was interpolated from observed gravity values.
 HB0272
 HB0272;                    North         East    Units  Estimated Accuracy
 HB0272;SPC KY1Z     - 1,084,530.    1,285,580.      MT  (+/- 180 meters Scaled)
 HB0272
 HB0272                          SUPERSEDED SURVEY CONTROL
 HB0272
 HB0272  NGVD 29 (??/??/??)  156.919  (m)          514.83   (f) ADJUSTED    2 0
 HB0272
 HB0272.Superseded values are not recommended for survey control.
 HB0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0272.See file dsdata.txt to determine how the superseded data were derived.
 HB0272
 HB0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG967032(NAD 83)
 HB0272_MARKER: DZ = AZIMUTH MARK DISK
 HB0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0272_STAMPING: I24-T11 1966
 HB0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0272+STABILITY: SURFACE MOTION
 HB0272
 HB0272  HISTORY     - Date     Condition        Report By
 HB0272  HISTORY     - 1966     MONUMENTED       KYHD
 HB0272
 HB0272                          STATION DESCRIPTION
 HB0272
 HB0272'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 HB0272'1.4 MI W FROM KUTTAWA.
 HB0272'ABOUT 0.40 MILE EAST ALONG U.S. HIGHWAYS 62 AND 641 FROM KUTTAWA
 HB0272'TO JUNCTION WITH STATE HIGHWAYS 93 AND 295, THENCE, ABOUT 1.70
 HB0272'MILES NORTHWEST ALONG STATE HIGHWAY 93 TO A T ROAD LEFT, THENCE,
 HB0272'ABOUT 0.50 MILE SOUTH ALONG A GRAVEL ROAD TO FARM LANE RIGHT,
 HB0272'THENCE, ABOUT 0.10 MILE WEST TO PRIVATE DRIVE LEFT AND MARK ON
 HB0272'LEFT, 73.0 FEET SOUTHEAST OF POWER POLE WITH TRANSFORMER, 23.6
 HB0272'FEET SOUTH OF ROAD INTERSECTION AND 2.0 FEET SOUTHEAST OF METAL
 HB0272'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH
 HB0272'MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 4 INCHES
 HB0272'AND STAMPED I24-T11 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0273 ***********************************************************************
 HB0273  DESIGNATION -  I24 T11 RM 1
 HB0273  PID         -  HB0273
 HB0273  STATE/COUNTY-  KY/LYON
 HB0273  USGS QUAD   -  GRAND RIVERS (1993)
 HB0273
 HB0273                         *CURRENT SURVEY CONTROL
 HB0273  ___________________________________________________________________
 HB0273* NAD 83(1986)-  37 03 45.     (N)    088 09 37.     (W)     SCALED    
 HB0273* NAVD 88     -       159.600  (meters)     523.62   (feet)  ADJUSTED  
 HB0273  ___________________________________________________________________
 HB0273  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 HB0273  DYNAMIC HT  -         159.481 (meters)     523.23  (feet)  COMP
 HB0273  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 HB0273
 HB0273  VERT ORDER  -  SECOND    CLASS 0
 HB0273
 HB0273.The horizontal coordinates were scaled from a topographic map and have
 HB0273.an estimated accuracy of +/- 6 seconds.
 HB0273
 HB0273.The orthometric height was determined by differential leveling
 HB0273.and adjusted by the National Geodetic Survey in June 1991..
 HB0273
 HB0273.The geoid height was determined by GEOID03.
 HB0273
 HB0273.The dynamic height is computed by dividing the NAVD 88
 HB0273.geopotential number by the normal gravity value computed on the
 HB0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0273.degrees latitude (g = 980.6199 gals.).
 HB0273
 HB0273.The modeled gravity was interpolated from observed gravity values.
 HB0273
 HB0273;                    North         East    Units  Estimated Accuracy
 HB0273;SPC KY1Z     - 1,083,700.    1,285,660.      MT  (+/- 180 meters Scaled)
 HB0273
 HB0273                          SUPERSEDED SURVEY CONTROL
 HB0273
 HB0273  NGVD 29 (??/??/??)  159.662  (m)          523.82   (f) ADJUSTED    2 0
 HB0273
 HB0273.Superseded values are not recommended for survey control.
 HB0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0273.See file dsdata.txt to determine how the superseded data were derived.
 HB0273
 HB0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG968024(NAD 83)
 HB0273_MARKER: DR = REFERENCE MARK DISK
 HB0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0273_STAMPING: I24-T11 NO 1 1966
 HB0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0273+STABILITY: SURFACE MOTION
 HB0273
 HB0273  HISTORY     - Date     Condition        Report By
 HB0273  HISTORY     - 1966     MONUMENTED       KYHD
 HB0273
 HB0273                          STATION DESCRIPTION
 HB0273
 HB0273'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 HB0273'1.4 MI W FROM KUTTAWA.
 HB0273'ABOUT 0.40 MILE EAST ALONG U.S. HIGHWAYS 62 AND 641 FROM KUTTAWA
 HB0273'TO JUNCTION WITH STATE HIGHWAYS 93 AND 295, THENCE, ABOUT 1.70
 HB0273'MILES NORTHWEST ALONG STATE HIGHWAY 93 TO T ROAD LEFT, THENCE,
 HB0273'ABOUT 1.15 MILES SOUTH ALONG A GRAVEL ROAD TO MARK ON LEFT, 117
 HB0273'FEET SOUTH OF 12 IN WHITE OAK TREE, 69.8 FEET EAST OF CENTER
 HB0273'OF ROAD, 54.2 FEET EAST OF A FENCE AND 85.8 FEET NORTHEAST OF
 HB0273'METAL WITNESS AND POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 HB0273'HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE POST
 HB0273'PROJECTING 6 INCHES AND STAMPED I24-T11 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0275 ***********************************************************************
 HB0275  DESIGNATION -  I24 T11 RM 2
 HB0275  PID         -  HB0275
 HB0275  STATE/COUNTY-  KY/LYON
 HB0275  USGS QUAD   -  GRAND RIVERS (1993)
 HB0275
 HB0275                         *CURRENT SURVEY CONTROL
 HB0275  ___________________________________________________________________
 HB0275* NAD 83(1986)-  37 03 45.     (N)    088 09 37.     (W)     SCALED    
 HB0275* NAVD 88     -       161.407  (meters)     529.55   (feet)  ADJUSTED  
 HB0275  ___________________________________________________________________
 HB0275  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 HB0275  DYNAMIC HT  -         161.287 (meters)     529.16  (feet)  COMP
 HB0275  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 HB0275
 HB0275  VERT ORDER  -  SECOND    CLASS 0
 HB0275
 HB0275.The horizontal coordinates were scaled from a topographic map and have
 HB0275.an estimated accuracy of +/- 6 seconds.
 HB0275
 HB0275.The orthometric height was determined by differential leveling
 HB0275.and adjusted by the National Geodetic Survey in June 1991..
 HB0275
 HB0275.The geoid height was determined by GEOID03.
 HB0275
 HB0275.The dynamic height is computed by dividing the NAVD 88
 HB0275.geopotential number by the normal gravity value computed on the
 HB0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0275.degrees latitude (g = 980.6199 gals.).
 HB0275
 HB0275.The modeled gravity was interpolated from observed gravity values.
 HB0275
 HB0275;                    North         East    Units  Estimated Accuracy
 HB0275;SPC KY1Z     - 1,083,700.    1,285,660.      MT  (+/- 180 meters Scaled)
 HB0275
 HB0275                          SUPERSEDED SURVEY CONTROL
 HB0275
 HB0275  NGVD 29 (??/??/??)  161.468  (m)          529.75   (f) ADJUSTED    2 0
 HB0275
 HB0275.Superseded values are not recommended for survey control.
 HB0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0275.See file dsdata.txt to determine how the superseded data were derived.
 HB0275
 HB0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG968024(NAD 83)
 HB0275_MARKER: DR = REFERENCE MARK DISK
 HB0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0275_STAMPING: I24-T11 NO 2 1966
 HB0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0275+STABILITY: SURFACE MOTION
 HB0275
 HB0275  HISTORY     - Date     Condition        Report By
 HB0275  HISTORY     - 1966     MONUMENTED       KYHD
 HB0275
 HB0275                          STATION DESCRIPTION
 HB0275
 HB0275'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 HB0275'1.4 MI W FROM KUTTAWA.
 HB0275'ABOUT 0.40 MILE EAST ALONG U.S. HIGHWAYS 62 AND 641 FROM KUTTAWA
 HB0275'TO JUNCTION WITH STATE HIGHWAY 93 AND 295, THENCE, ABOUT 1.70
 HB0275'MILES NORTHWEST ALONG STATE HIGHWAY 93 TO TO ROAD LEFT, THENCE,
 HB0275'ABOUT 1.15 MILES SOUTH ALONG A GRAVEL ROAD ON LEFT, 15.0 FEET
 HB0275'EAST OF CENTER OF ROAD AND 1.6 FEET SOUTHEAST OF METAL WITNESS
 HB0275'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK
 HB0275'DISK SET IN TOP OF CONCRETE POST PROJECTING 4 INCHES AND STAMPED
 HB0275'I24-T11 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1498 ***********************************************************************
 HB1498  DESIGNATION -  I24 T12
 HB1498  PID         -  HB1498
 HB1498  STATE/COUNTY-  KY/LYON
 HB1498  USGS QUAD   -  EDDYVILLE (1973)
 HB1498
 HB1498                         *CURRENT SURVEY CONTROL
 HB1498  ___________________________________________________________________
 HB1498* NAD 83(1993)-  37 04 31.96844(N)    088 06 43.61006(W)     ADJUSTED  
 HB1498* NAVD 88     -       164.2    (meters)     539.     (feet)  VERTCON   
 HB1498  ___________________________________________________________________
 HB1498  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 HB1498  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 HB1498
 HB1498  HORZ ORDER  -  SECOND
 HB1498
 HB1498.The horizontal coordinates were established by classical geodetic methods
 HB1498.and adjusted by the National Geodetic Survey in December 1995..
 HB1498
 HB1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1498
 HB1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1498
 HB1498.The geoid height was determined by GEOID03.
 HB1498
 HB1498;                    North         East     Units Scale Factor Converg.
 HB1498;SPC KY1Z     - 1,085,032.980 1,289,974.525   MT  1.00000187   -1 27 00.9
 HB1498;SPC KY1Z     - 3,559,812.37  4,232,191.42   sFT  1.00000187   -1 27 00.9
 HB1498;SPC KY S     -   584,991.603   289,983.713   MT  0.99995553   -1 25 57.1
 HB1498;SPC KY S     - 1,919,259.95    951,388.23   sFT  0.99995553   -1 25 57.1
 HB1498;UTM  16      - 4,103,831.503   401,144.749   MT  0.99972038   -0 40 13.8
 HB1498
 HB1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1498!SPC KY1Z     -   0.99997877  x   1.00000187  =   0.99998064
 HB1498!SPC KY S     -   0.99997877  x   0.99995553  =   0.99993430
 HB1498!UTM  16      -   0.99997877  x   0.99972038  =   0.99969916
 HB1498
 HB1498|---------------------------------------------------------------------|
 HB1498| PID    Reference Object                     Distance      Geod. Az  |
 HB1498|                                                           dddmmss.s |
 HB1498| CI3905 I24 T12 RM 1                         20.409 METERS 09212     |
 HB1498| CI3906 I24 T12 RM 2                         29.688 METERS 18018     |
 HB1498| CI3904 I24 T12 AZ MK                                      3204918.9 |
 HB1498|---------------------------------------------------------------------|
 HB1498
 HB1498                          SUPERSEDED SURVEY CONTROL
 HB1498
 HB1498  NAD 83(1986)-  37 04 31.97878(N)    088 06 43.61442(W) AD(       ) 2
 HB1498  NAD 27      -  37 04 31.79176(N)    088 06 43.52607(W) AD(       ) 2
 HB1498  NGVD 29 (07/19/86)  164.3    (m)          539.     (f) VERT ANG       
 HB1498
 HB1498.Superseded values are not recommended for survey control.
 HB1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1498.See file dsdata.txt to determine how the superseded data were derived.
 HB1498
 HB1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG0114503832(NAD 83)
 HB1498_MARKER: DD = SURVEY DISK
 HB1498_SETTING: 0 = UNSPECIFIED SETTING
 HB1498
 HB1498  HISTORY     - Date     Condition        Report By
 HB1498  HISTORY     - 1967     MONUMENTED       KYDT
 HB1498
 HB1498                          STATION DESCRIPTION
 HB1498
 HB1498'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1967 (HB)
 HB1498'STATION IS LOCATED ABOUT 1.62 MILES EAST OF KUTTAWA,
 HB1498'IN AN OPEN FIELD OWNED BY MRS. OPAL CAMPBELL.
 HB1498'
 HB1498'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 HB1498'62 AND 641 WITH STATE HIGHWAYS 93 AND 295 (0.40 MILE EAST OF
 HB1498'KUTTAWA), GO NORTHEAST ON U.S. HIGHWAYS 62 AND 641 FOR 0.90 MILE
 HB1498'TO SIDE ROAD RIGHT.* TURN RIGHT AND GO SOUTHEAST FOR 0.10 MILE
 HB1498'TO PRIVATE DRIVE ON LEFT.  TURN LEFT AND GO EAST FOR 0.24 MILE
 HB1498'TO TOP OF HILL AND MARK ON LEFT.
 HB1498'
 HB1498'STATION MARK IS 86.0 FEET NORTHWEST OF FENCE CORNER 83.0
 HB1498'FEET NORTH OF CENTER OF ROAD AND 2 FEET SOUTH OF METAL
 HB1498'WITNESS POST AND SIGN.  THE MARK IS FLUSH AND IS STAMPED
 HB1498'I24-T12-1966.
 HB1498'
 HB1498'REFERENCE MARK NO. 1 IS 66.96 FEET NORTHEAST OF STATION 67.0
 HB1498'FEET EAST OF METAL WITNESS POST AND SIGN AND 39.0 FEET
 HB1498'NORTHWEST OF A 10 IN OAK TREE.  THE MARK PROJECTS 6 INCHES AND IS
 HB1498'STAMPED I24-T12-NO. 1 1966.
 HB1498'
 HB1498'REFERENCE MARK NO. 2 IS 97.40 FEET SOUTH OF STATION, 99.5 FEET
 HB1498'SOUTH OF METAL WITNESS POST AND SIGN, 84.0 FEET NORTHEAST OF AN
 HB1498'18 IN OAK TREE AND 14.0 FEET SOUTH OF CENTER OF ROAD.  THE MARK
 HB1498'PROJECTS 6 INCHES AND IS STAMPED I24-T12-NO. 2 1966.
 HB1498'
 HB1498'AZIMUTH MARK IS ABOUT 0.30 MILE NORTHWEST OF STATION, 96.0
 HB1498'FEET NORTHWEST OF CENTER OF WEST-BOUND LANE OF U.S. HWYS. 62 AND
 HB1498'641, 19.1 FEET SOUTHWEST OF CENTER OF DRIVE, 2 FEET NORTHEAST
 HB1498'OF POWER POLE AND 1.3 FEET SOUTHEAST OF METAL WITNESS
 HB1498'POST AND SIGN.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 HB1498'I24-T12-1966.
 HB1498'
 HB1498'*TO REACH AZIMUTH FROM THIS POINT CONTINUE NORTHEAST ON U.S.
 HB1498'HIGHWAYS 62 AND 641 FOR 0.25 MILE TO DRIVE AND AZIMUTH MARK
 HB1498'ON LEFT.
 HB1498'
 HB1498'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 HB1498'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN
 HB1498'CONCRETE AS DESCRIBED.
 HB1498'
 HB1498'HEIGHT OF LIGHT ABOVE STATION MARK 15.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0283 ***********************************************************************
 HB0283  DESIGNATION -  I24 T13
 HB0283  PID         -  HB0283
 HB0283  STATE/COUNTY-  KY/LYON
 HB0283  USGS QUAD   -  EDDYVILLE (1973)
 HB0283
 HB0283                         *CURRENT SURVEY CONTROL
 HB0283  ___________________________________________________________________
 HB0283* NAD 83(1993)-  37 03 14.54250(N)    088 02 20.07671(W)     ADJUSTED  
 HB0283* NAVD 88     -       176.086  (meters)     577.71   (feet)  ADJUSTED  
 HB0283  ___________________________________________________________________
 HB0283  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 HB0283  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HB0283  DYNAMIC HT  -         175.954 (meters)     577.28  (feet)  COMP
 HB0283  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 HB0283
 HB0283  HORZ ORDER  -  SECOND
 HB0283  VERT ORDER  -  SECOND    CLASS 0
 HB0283
 HB0283.The horizontal coordinates were established by classical geodetic methods
 HB0283.and adjusted by the National Geodetic Survey in December 1995..
 HB0283
 HB0283.The orthometric height was determined by differential leveling
 HB0283.and adjusted by the National Geodetic Survey in June 1991..
 HB0283
 HB0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0283
 HB0283.The geoid height was determined by GEOID03.
 HB0283
 HB0283.The dynamic height is computed by dividing the NAVD 88
 HB0283.geopotential number by the normal gravity value computed on the
 HB0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0283.degrees latitude (g = 980.6199 gals.).
 HB0283
 HB0283.The modeled gravity was interpolated from observed gravity values.
 HB0283
 HB0283;                    North         East     Units Scale Factor Converg.
 HB0283;SPC KY1Z     - 1,082,484.645 1,296,423.511   MT  1.00000714   -1 24 19.1
 HB0283;SPC KY1Z     - 3,551,451.71  4,253,349.47   sFT  1.00000714   -1 24 19.1
 HB0283;SPC KY S     -   582,445.354   296,433.164   MT  0.99995729   -1 23 17.3
 HB0283;SPC KY S     - 1,910,906.13    972,547.81   sFT  0.99995729   -1 23 17.3
 HB0283;UTM  16      - 4,101,371.856   407,625.915   MT  0.99970512   -0 37 33.8
 HB0283
 HB0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0283!SPC KY1Z     -   0.99997692  x   1.00000714  =   0.99998406
 HB0283!SPC KY S     -   0.99997692  x   0.99995729  =   0.99993421
 HB0283!UTM  16      -   0.99997692  x   0.99970512  =   0.99968205
 HB0283
 HB0283|---------------------------------------------------------------------|
 HB0283| PID    Reference Object                     Distance      Geod. Az  |
 HB0283|                                                           dddmmss.s |
 HB0283| HB0281 I24 T13 RM 1                         13.679 METERS 00546     |
 HB0283| HB0282 I24 T13 RM 2                         13.128 METERS 09550     |
 HB0283| CI3907 I24 T13 AZ MK                                      1392808.3 |
 HB0283|---------------------------------------------------------------------|
 HB0283
 HB0283                          SUPERSEDED SURVEY CONTROL
 HB0283
 HB0283  NAD 83(1986)-  37 03 14.55301(N)    088 02 20.08032(W) AD(       ) 2
 HB0283  NAD 27      -  37 03 14.36881(N)    088 02 20.00053(W) AD(       ) 2
 HB0283  NGVD 29 (??/??/??)  176.143  (m)          577.90   (f) ADJUSTED    2 0
 HB0283
 HB0283.Superseded values are not recommended for survey control.
 HB0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0283.See file dsdata.txt to determine how the superseded data were derived.
 HB0283
 HB0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG0762601372(NAD 83)
 HB0283_MARKER: DE = TRAVERSE STATION DISK
 HB0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0283_STAMPING: I24-T13 1966
 HB0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0283+STABILITY: SURFACE MOTION
 HB0283
 HB0283  HISTORY     - Date     Condition        Report By
 HB0283  HISTORY     - 1966     MONUMENTED       KYDT
 HB0283  HISTORY     - 1966     GOOD             PAS
 HB0283
 HB0283                          STATION DESCRIPTION
 HB0283
 HB0283'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 HB0283'STATION IS LOCATED ABOUT 3.60 MILES SOUTHEAST OF
 HB0283'EDDYVILLE.  IT IS ON STATE RIGHT-OF-WAY.
 HB0283'
 HB0283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HB0283'62 AND 641 AND STATE HIGHWAY 93 AT THE SOUTHWEST EDGE OF
 HB0283'NEW EDDYVILLE, GO SOUTH ON STATE HIGHWAY 93 FOR 3.60 MILES
 HB0283'TO HIGH BANK AND STATION ON RIGHT.
 HB0283'
 HB0283'STATION MARK IS 43.4 FEET NORTHEAST OF 12 INCH RED OAK TREE,
 HB0283'39.9 FEET NORTH OF FENCE AND 44.3 FEET WEST OF METAL WITNESS
 HB0283'POST AND SIGN.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 HB0283'I24-T13 1966.
 HB0283'
 HB0283'REFERENCE MARK NO. 1 IS 44.88 FEET NORTH OF STATION, 84.9
 HB0283'FEET NORTHEAST OF FENCE, 80.9 FEET NORTH OF 12 INCH RED OAK TREE
 HB0283'AND 62.3 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK
 HB0283'PROJECTS 4 INCHES AND IS STAMPED I24-T13 NO. 1 1966.
 HB0283'
 HB0283'REFERENCE MARK NO. 2 IS 43.07 FEET EAST OF STATION, 80.5 FEET
 HB0283'EAST OF 12 INCH RED OAK TREE, 58.0 FEET NORTHEAST OF FENCE
 HB0283'AND 1.8 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.  THE
 HB0283'MARK PROJECTS 4 INCHES AND IS STAMPED I24-T13 NO. 2 1966.
 HB0283'
 HB0283'AZIMUTH MARK IS ABOUT 0.55 MILE SOUTHEAST OF STATION, 103 FEET
 HB0283'EAST OF ROAD INTERSECTION, 33.15 FEET NORTHEAST OF RIGHT-OF-WAY
 HB0283'MARKER, 28.0 FEET SOUTHEAST OF CENTER OF DRIVE AND 2.0 FEET WEST
 HB0283'OF METAL WITNESS POST AND SIGN. THE MARK PROJECTS 6 INCHES
 HB0283'AND IS STAMPED I24-T13 1966.
 HB0283'
 HB0283'TO REACH AZIMUTH MARK FROM THE STATION CONTINUE SOUTHEAST
 HB0283'ON STATE HIGHWAY 93 FOR 0.55 MILE TO DRIVE AND MARK ON LEFT.
 HB0283'
 HB0283'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HB0283'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE
 HB0283'AS DESCRIBED.
 HB0283'
 HB0283'HEIGHT OF LIGHT ABOVE STATION MARK 15.33 METERS.
 HB0283
 HB0283                          STATION RECOVERY (1966)
 HB0283
 HB0283'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1966
 HB0283'3.6 MI SE FROM EDDYVILLE.
 HB0283'ABOUT 3.50 MILES SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE
 HB0283'JUNCTION WITH U.S. HIGHWAYS 62 AND 641 AT SOUTHWEST EDGE OF NEW
 HB0283'EDDYVILLE TO JUNCTION WITH STATE HIGHWAY 293, THENCE, ABOUT
 HB0283'0.05 MILE WEST ALONG STATE HIGHWAY 293 TO SIDE ROAD LEFT,
 HB0283'THENCE, ABOUT 0.10 MILE SOUTH ALONG SIDE ROAD TO TOP OF HILL
 HB0283'AND MARK ON LEFT, 43.4 FEET NORTHEAST OF 12 IN RED OAK TREE,
 HB0283'39.9 FEET NORTH OF FENCE AND 44.3 FEET WEST OF METAL WITNESS
 HB0283'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS TRAVERSE
 HB0283'MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 6 INCHES AND
 HB0283'STAMPED I24-T13 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0281 ***********************************************************************
 HB0281  DESIGNATION -  I24 T13 RM 1
 HB0281  PID         -  HB0281
 HB0281  STATE/COUNTY-  KY/LYON
 HB0281  USGS QUAD   -  EDDYVILLE (1973)
 HB0281
 HB0281                         *CURRENT SURVEY CONTROL
 HB0281  ___________________________________________________________________
 HB0281* NAD 83(1986)-  37 03 14.     (N)    088 02 20.     (W)     SCALED    
 HB0281* NAVD 88     -       174.820  (meters)     573.56   (feet)  ADJUSTED  
 HB0281  ___________________________________________________________________
 HB0281  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HB0281  DYNAMIC HT  -         174.689 (meters)     573.13  (feet)  COMP
 HB0281  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 HB0281
 HB0281  VERT ORDER  -  SECOND    CLASS 0
 HB0281
 HB0281.The horizontal coordinates were scaled from a topographic map and have
 HB0281.an estimated accuracy of +/- 6 seconds.
 HB0281
 HB0281.The orthometric height was determined by differential leveling
 HB0281.and adjusted by the National Geodetic Survey in June 1991..
 HB0281
 HB0281.The geoid height was determined by GEOID03.
 HB0281
 HB0281.The dynamic height is computed by dividing the NAVD 88
 HB0281.geopotential number by the normal gravity value computed on the
 HB0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0281.degrees latitude (g = 980.6199 gals.).
 HB0281
 HB0281.The modeled gravity was interpolated from observed gravity values.
 HB0281
 HB0281;                    North         East    Units  Estimated Accuracy
 HB0281;SPC KY1Z     - 1,082,470.    1,296,430.      MT  (+/- 180 meters Scaled)
 HB0281
 HB0281                          SUPERSEDED SURVEY CONTROL
 HB0281
 HB0281  NGVD 29 (??/??/??)  174.877  (m)          573.74   (f) ADJUSTED    2 0
 HB0281
 HB0281.Superseded values are not recommended for survey control.
 HB0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0281.See file dsdata.txt to determine how the superseded data were derived.
 HB0281
 HB0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG076013(NAD 83)
 HB0281_MARKER: DR = REFERENCE MARK DISK
 HB0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0281_STAMPING: I24-T13 NO 1 1966
 HB0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0281+STABILITY: SURFACE MOTION
 HB0281
 HB0281  HISTORY     - Date     Condition        Report By
 HB0281  HISTORY     - 1966     MONUMENTED       KYHD
 HB0281
 HB0281                          STATION DESCRIPTION
 HB0281
 HB0281'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 HB0281'3.6 MI SE FROM EDDYVILLE.
 HB0281'ABOUT 3.50 MILES SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE
 HB0281'JUNCTION WITH U.S. HIGHWAYS 62 AND 641 AT SOUTHWEST EDGE OF
 HB0281'NEW EDDYVILLE TO JUNCTION WITH STATE HIGHWAY 293, THENCE, ABOUT
 HB0281'0.05 MILE WEST ALONG STATE HIGHWAY 293 TO SIDE ROAD LEFT, THENCE,
 HB0281'ABOUT 0.10 MILE SOUTH ALONG SIDE ROAD TO TOP OF HILL AND MARK ON
 HB0281'LEFT, 84.9 FEET NORTHEAST OF FENCE, 80.9 FEET NORTH OF 12 IN RED
 HB0281'OAK TREE AND 62.3 FEET NORTHWEST OF METAL WITNESS POST AND
 HB0281'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET
 HB0281'IN TOP OF CONCRETE POST PROJECTING 4 INCHES AND STAMPED
 HB0281'I24-T13 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0282 ***********************************************************************
 HB0282  DESIGNATION -  I24 T13 RM 2
 HB0282  PID         -  HB0282
 HB0282  STATE/COUNTY-  KY/LYON
 HB0282  USGS QUAD   -  EDDYVILLE (1973)
 HB0282
 HB0282                         *CURRENT SURVEY CONTROL
 HB0282  ___________________________________________________________________
 HB0282* NAD 83(1986)-  37 03 14.     (N)    088 02 20.     (W)     SCALED    
 HB0282* NAVD 88     -       176.002  (meters)     577.43   (feet)  ADJUSTED  
 HB0282  ___________________________________________________________________
 HB0282  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HB0282  DYNAMIC HT  -         175.870 (meters)     577.00  (feet)  COMP
 HB0282  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 HB0282
 HB0282  VERT ORDER  -  SECOND    CLASS 0
 HB0282
 HB0282.The horizontal coordinates were scaled from a topographic map and have
 HB0282.an estimated accuracy of +/- 6 seconds.
 HB0282
 HB0282.The orthometric height was determined by differential leveling
 HB0282.and adjusted by the National Geodetic Survey in June 1991..
 HB0282
 HB0282.The geoid height was determined by GEOID03.
 HB0282
 HB0282.The dynamic height is computed by dividing the NAVD 88
 HB0282.geopotential number by the normal gravity value computed on the
 HB0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0282.degrees latitude (g = 980.6199 gals.).
 HB0282
 HB0282.The modeled gravity was interpolated from observed gravity values.
 HB0282
 HB0282;                    North         East    Units  Estimated Accuracy
 HB0282;SPC KY1Z     - 1,082,470.    1,296,430.      MT  (+/- 180 meters Scaled)
 HB0282
 HB0282                          SUPERSEDED SURVEY CONTROL
 HB0282
 HB0282  NGVD 29 (??/??/??)  176.059  (m)          577.62   (f) ADJUSTED    2 0
 HB0282
 HB0282.Superseded values are not recommended for survey control.
 HB0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0282.See file dsdata.txt to determine how the superseded data were derived.
 HB0282
 HB0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG076013(NAD 83)
 HB0282_MARKER: DR = REFERENCE MARK DISK
 HB0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0282_STAMPING: I24-T13 NO 2 1966
 HB0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0282+STABILITY: SURFACE MOTION
 HB0282
 HB0282  HISTORY     - Date     Condition        Report By
 HB0282  HISTORY     - 1966     MONUMENTED       KYHD
 HB0282
 HB0282                          STATION DESCRIPTION
 HB0282
 HB0282'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 HB0282'3.6 MI SE FROM EDDYVILLE.
 HB0282'ABOUT 3.50 MILES SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE
 HB0282'JUNCTION WITH U.S. HIGHWAYS 62 AND 641 AT SOUTHWEST EDGE OF NEW
 HB0282'EDDYVILLE TO JUNCTION WITH STATE HIGHWAY 293, THENCE, ABOUT
 HB0282'0.05 MILE WEST ALONG STATE HIGHWAY 293 TO SIDE ROAD LEFT, THENCE,
 HB0282'ABOUT 0.10 MILE SOUTH ALONG SIDE ROAD TO TOP OF HILL AND MARK
 HB0282'ON LEFT, 80.5 FEET EAST OF A 12 IN RED OAK TREE, 58.0 FEET
 HB0282'NORTHEAST OF FENCE AND 1.8 FEET SOUTHWEST OF METAL WITNESS
 HB0282'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE
 HB0282'MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 4 INCHES AND
 HB0282'STAMPED I24-T13 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0907 ***********************************************************************
 HA0907  DESIGNATION -  I24 T14
 HA0907  PID         -  HA0907
 HA0907  STATE/COUNTY-  KY/LYON
 HA0907  USGS QUAD   -  PRINCETON WEST (1967)
 HA0907
 HA0907                         *CURRENT SURVEY CONTROL
 HA0907  ___________________________________________________________________
 HA0907* NAD 83(1993)-  37 00 56.58512(N)    087 58 46.28973(W)     ADJUSTED  
 HA0907* NAVD 88     -       180.203  (meters)     591.22   (feet)  ADJUSTED  
 HA0907  ___________________________________________________________________
 HA0907  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 HA0907  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HA0907  DYNAMIC HT  -         180.065 (meters)     590.76  (feet)  COMP
 HA0907  MODELED GRAV-     979,865.7   (mgal)                       NAVD 88
 HA0907
 HA0907  HORZ ORDER  -  SECOND
 HA0907  VERT ORDER  -  SECOND    CLASS 0
 HA0907
 HA0907.The horizontal coordinates were established by classical geodetic methods
 HA0907.and adjusted by the National Geodetic Survey in December 1995..
 HA0907
 HA0907.The orthometric height was determined by differential leveling
 HA0907.and adjusted by the National Geodetic Survey in June 1991..
 HA0907
 HA0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0907
 HA0907.The geoid height was determined by GEOID03.
 HA0907
 HA0907.The dynamic height is computed by dividing the NAVD 88
 HA0907.geopotential number by the normal gravity value computed on the
 HA0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0907.degrees latitude (g = 980.6199 gals.).
 HA0907
 HA0907.The modeled gravity was interpolated from observed gravity values.
 HA0907
 HA0907;                    North         East     Units Scale Factor Converg.
 HA0907;SPC KY1Z     - 1,078,105.088 1,301,602.644   MT  1.00001687   -1 22 07.8
 HA0907;SPC KY1Z     - 3,537,083.11  4,270,341.34   sFT  1.00001687   -1 22 07.8
 HA0907;SPC KY S     -   578,067.560   301,613.318   MT  0.99996076   -1 21 07.6
 HA0907;SPC KY S     - 1,896,543.32    989,543.03   sFT  0.99996076   -1 21 07.6
 HA0907;UTM  16      - 4,097,064.481   412,862.488   MT  0.99969354   -0 35 23.1
 HA0907
 HA0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0907!SPC KY1Z     -   0.99997629  x   1.00001687  =   0.99999315
 HA0907!SPC KY S     -   0.99997629  x   0.99996076  =   0.99993705
 HA0907!UTM  16      -   0.99997629  x   0.99969354  =   0.99966983
 HA0907
 HA0907:                Primary Azimuth Mark                     Grid Az
 HA0907:SPC KY1Z     -  I24 T14 AZ MK                            086 50 27.2
 HA0907:SPC KY S     -  I24 T14 AZ MK                            086 49 27.0
 HA0907:UTM  16      -  I24 T14 AZ MK                            086 03 42.5
 HA0907
 HA0907|---------------------------------------------------------------------|
 HA0907| PID    Reference Object                     Distance      Geod. Az  |
 HA0907|                                                           dddmmss.s |
 HA0907| HA0910 I24 T14 AZ MK                                      0852819.4 |
 HA0907| HA0908 I24 T14 RM 2                         35.037 METERS 11114     |
 HA0907| HA0909 I24 T14 RM 1                         36.734 METERS 20052     |
 HA0907|---------------------------------------------------------------------|
 HA0907
 HA0907                          SUPERSEDED SURVEY CONTROL
 HA0907
 HA0907  NAD 83(1986)-  37 00 56.59516(N)    087 58 46.29295(W) AD(       ) 2
 HA0907  NAD 27      -  37 00 56.41106(N)    087 58 46.21990(W) AD(       ) 2
 HA0907  NGVD 29 (??/??/92)  180.262  (m)          591.41   (f) ADJ UNCH    2 0
 HA0907
 HA0907.Superseded values are not recommended for survey control.
 HA0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0907.See file dsdata.txt to determine how the superseded data were derived.
 HA0907
 HA0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1286297064(NAD 83)
 HA0907_MARKER: DD = SURVEY DISK
 HA0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0907_STAMPING: I24-T14 1966
 HA0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0907+STABILITY: SURFACE MOTION
 HA0907
 HA0907  HISTORY     - Date     Condition        Report By
 HA0907  HISTORY     - 1966     MONUMENTED       KYDT
 HA0907  HISTORY     - 1966     GOOD             KYHD
 HA0907
 HA0907                          STATION DESCRIPTION
 HA0907
 HA0907'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 HA0907'STATION IS LOCATED ABOUT 3.23 MILES NORTHWEST OF LAMASCO.  IT IS
 HA0907'AN OPEN FIELD ON LAND OWNED BY MRS. CORBETT OLIVER.
 HA0907'
 HA0907'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HA0907'93 AND 903 IN LAMASCO, KENTUCKY, LYON COUNTY, GO NORTH ON STATE
 HA0907'HIGHWAY 903 FOR 1.55 MILES TO STATE HIGHWAY 730 LEFT.  TURN
 HA0907'LEFT AND GO WEST ON STATE HIGHWAY 703 FOR 2.25 MILES TO AZIMUTH
 HA0907'ON LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.30 TO PRIVATE DRIVE
 HA0907'LEFT.  TURN LEFT AND GO SOUTH ON PRIVATE DRIVE FOR 0.10 MILE
 HA0907'TO MARK ON RIGHT.
 HA0907'
 HA0907'STATION MARK IS 209 FEET WEST OF FENCE CORNER, 175 FEET
 HA0907'SOUTHEAST OR POWER POLE, 84.8 FEET NORTH OF 10 INCH ELM TREE
 HA0907'AND 122 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK
 HA0907'IS 12 INCHES UNDERGROUND AND IS STAMPED I24-T14 1966.
 HA0907'
 HA0907'REFERENCE MARK NO. 1 IS 120.52 FEET SOUTHEAST OF STATION,
 HA0907'105 FEET SOUTHWEST OF FENCE CORNER, 98.0 FEET NORTHEAST OF
 HA0907'10 INCH ELM TREE, 31.6 FEET WEST OF 18 INCH WHITE OAK TREE,
 HA0907'16.5 FEET NORTHWEST OF CENTER OF ROAD AND 1.4 FEET NORTHWEST OF
 HA0907'METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 4 INCHES AND IS
 HA0907'STAMPED I24-T14 NO. 1 1966.
 HA0907'
 HA0907'REFERENCE MARK NO. 2 IS 114.95 FEET SOUTH OF STATION, 188 FEET
 HA0907'EAST OF POWER POLE WITH TRANSFORMER, 171 FEET NORTHEAST OF
 HA0907'NORTHEAST CORNER OF ONE STORY FRAME HOUSE, 67.6 FEET SOUTHWEST
 HA0907'OF 10 INCH ELM TREE, 20.7 FEET NORTHWEST OF CENTER OF ROAD AND
 HA0907'166 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK
 HA0907'PROJECTS 4 INCHES AND IS STAMPED I24-T14 NO. 2 1966.
 HA0907'
 HA0907'AZIMUTH MARK IS ABOUT 0.30 MILE EAST OF STATION, 73.8 FEET NORTH
 HA0907'OF TELEPHONE POLE, 30.4 FEET SOUTHWEST OF CENTER OF HIGHWAY AND
 HA0907'DRIVE INTERSECTION AND 2.4 FEET SOUTH OF METAL WITNESS POST
 HA0907'AND SIGN SITTING ON TOP OF BANK ABOUT 4 FEET HIGHER
 HA0907'THAN ROAD.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 HA0907'I24-T14 1966.
 HA0907'
 HA0907'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HA0907'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE
 HA0907'AS DESCRIBED.
 HA0907'
 HA0907'HEIGHT OF LIGHT ABOVE STATION MARK 15.81 METERS.
 HA0907
 HA0907                          STATION RECOVERY (1966)
 HA0907
 HA0907'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1966
 HA0907'3.2 MI NW FROM LAMASCO.
 HA0907'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 903 FROM THE JUNCTION
 HA0907'WITH STATE HIGHWAY 93 IN LAMASCO, KENTUCKY TO STATE HIGHWAY 730 LEFT,
 HA0907'THENCE, ABOUT 2.55 MILES WEST ALONG STATE HIGHWAY 730 TO PRIVATE
 HA0907'DRIVE LEFT, THENCE, ABOUT 0.10 MILE SOUTH ALONG PRIVATE DRIVE TO
 HA0907'MARK ON RIGHT, 209 FEET WEST OF FENCE CORNER, 175 FEET SOUTHEAST
 HA0907'OF POWER POLE, 84.8 FEET NORTH OF 10 IN ELM TREE AND 122 FEET
 HA0907'NORTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HA0907'OF HIGHWAYS TRAVERSE MARK DISK SET IN TOP OF CONCRETE POST 12 IN
 HA0907'UNDER SURFACE OF GROUND AND STAMPED I24-T14 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0910 ***********************************************************************
 HA0910  DESIGNATION -  I24 T14 AZ MK
 HA0910  PID         -  HA0910
 HA0910  STATE/COUNTY-  KY/LYON
 HA0910  USGS QUAD   -  PRINCETON WEST (1967)
 HA0910
 HA0910                         *CURRENT SURVEY CONTROL
 HA0910  ___________________________________________________________________
 HA0910* NAD 83(1986)-  37 00 57.     (N)    087 58 26.     (W)     SCALED    
 HA0910* NAVD 88     -       178.586  (meters)     585.91   (feet)  ADJUSTED  
 HA0910  ___________________________________________________________________
 HA0910  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HA0910  DYNAMIC HT  -         178.450 (meters)     585.46  (feet)  COMP
 HA0910  MODELED GRAV-     979,865.4   (mgal)                       NAVD 88
 HA0910
 HA0910  VERT ORDER  -  SECOND    CLASS 0
 HA0910
 HA0910.The horizontal coordinates were scaled from a topographic map and have
 HA0910.an estimated accuracy of +/- 6 seconds.
 HA0910
 HA0910.The orthometric height was determined by differential leveling
 HA0910.and adjusted by the National Geodetic Survey in June 1991..
 HA0910
 HA0910.The geoid height was determined by GEOID03.
 HA0910
 HA0910.The dynamic height is computed by dividing the NAVD 88
 HA0910.geopotential number by the normal gravity value computed on the
 HA0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0910.degrees latitude (g = 980.6199 gals.).
 HA0910
 HA0910.The modeled gravity was interpolated from observed gravity values.
 HA0910
 HA0910;                    North         East    Units  Estimated Accuracy
 HA0910;SPC KY1Z     - 1,078,110.    1,302,100.      MT  (+/- 180 meters Scaled)
 HA0910
 HA0910                          SUPERSEDED SURVEY CONTROL
 HA0910
 HA0910  NGVD 29 (??/??/92)  178.645  (m)          586.10   (f) ADJ UNCH    2 0
 HA0910
 HA0910.Superseded values are not recommended for survey control.
 HA0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0910.See file dsdata.txt to determine how the superseded data were derived.
 HA0910
 HA0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF133970(NAD 83)
 HA0910_MARKER: DD = SURVEY DISK
 HA0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0910_STAMPING: I24-T14 1966
 HA0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0910+STABILITY: SURFACE MOTION
 HA0910
 HA0910  HISTORY     - Date     Condition        Report By
 HA0910  HISTORY     - 1966     MONUMENTED       KYHD
 HA0910
 HA0910                          STATION DESCRIPTION
 HA0910
 HA0910'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 HA0910'3 MI NW FROM LAMASCO.
 HA0910'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 903 FROM THE JUNCTION
 HA0910'WITH STATE HIGHWAY 93 IN LAMASCO, KENTUCKY TO STATE HIGHWAY 730
 HA0910'LEFT, THENCE, ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 730 TO MARK
 HA0910'ON LEFT, 73.8 FEET NORTH OF TELEPHONE POLE, 30.4 FEET SOUTHWEST
 HA0910'OF CENTER OF HIGHWAY AND DRIVE INTERSECTION AND 2.4 FEET SOUTH OF
 HA0910'METAL WITNESS POST AND SIGN ON TOP OF BANK ABOUT 4 FEET HIGHER THAN
 HA0910'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN
 HA0910'CONCRETE POST PROJECTING 6 INCHES AND STAMPED I24-T14 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0909 ***********************************************************************
 HA0909  DESIGNATION -  I24 T14 RM 1
 HA0909  PID         -  HA0909
 HA0909  STATE/COUNTY-  KY/LYON
 HA0909  USGS QUAD   -  PRINCETON WEST (1967)
 HA0909
 HA0909                         *CURRENT SURVEY CONTROL
 HA0909  ___________________________________________________________________
 HA0909* NAD 83(1986)-  37 00 56.     (N)    087 58 46.     (W)     SCALED    
 HA0909* NAVD 88     -       179.668  (meters)     589.46   (feet)  ADJUSTED  
 HA0909  ___________________________________________________________________
 HA0909  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HA0909  DYNAMIC HT  -         179.532 (meters)     589.01  (feet)  COMP
 HA0909  MODELED GRAV-     979,865.7   (mgal)                       NAVD 88
 HA0909
 HA0909  VERT ORDER  -  SECOND    CLASS 0
 HA0909
 HA0909.The horizontal coordinates were scaled from a topographic map and have
 HA0909.an estimated accuracy of +/- 6 seconds.
 HA0909
 HA0909.The orthometric height was determined by differential leveling
 HA0909.and adjusted by the National Geodetic Survey in June 1991..
 HA0909
 HA0909.The geoid height was determined by GEOID03.
 HA0909
 HA0909.The dynamic height is computed by dividing the NAVD 88
 HA0909.geopotential number by the normal gravity value computed on the
 HA0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0909.degrees latitude (g = 980.6199 gals.).
 HA0909
 HA0909.The modeled gravity was interpolated from observed gravity values.
 HA0909
 HA0909;                    North         East    Units  Estimated Accuracy
 HA0909;SPC KY1Z     - 1,078,090.    1,301,610.      MT  (+/- 180 meters Scaled)
 HA0909
 HA0909                          SUPERSEDED SURVEY CONTROL
 HA0909
 HA0909  NGVD 29 (??/??/92)  179.728  (m)          589.66   (f) ADJ UNCH    2 0
 HA0909
 HA0909.Superseded values are not recommended for survey control.
 HA0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0909.See file dsdata.txt to determine how the superseded data were derived.
 HA0909
 HA0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF128970(NAD 83)
 HA0909_MARKER: DD = SURVEY DISK
 HA0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0909_STAMPING: I24-T14 NO 1 1966
 HA0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0909+STABILITY: SURFACE MOTION
 HA0909
 HA0909  HISTORY     - Date     Condition        Report By
 HA0909  HISTORY     - 1966     MONUMENTED       KYHD
 HA0909
 HA0909                          STATION DESCRIPTION
 HA0909
 HA0909'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 HA0909'3.2 MI NW FROM LAMASCO.
 HA0909'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 903 FROM THE JUNCTION
 HA0909'WITH STATE HIGHWAY 93 IN LAMASCO, KENTUCKY TO STATE HIGHWAY 730
 HA0909'LEFT, THENCE, ABOUT 2.55 MILES WEST ALONG STATE HIGHWAY 730 TO
 HA0909'PRIVATE DRIVE LEFT, THENCE, ABOUT 0.10 MILE SOUTH ALONG PRIVATE
 HA0909'DRIVE TO MARK ON RIGHT, 105 FEET SOUTHWEST OF FENCE CORNER, 98.0
 HA0909'FEET NORTHEAST OF 10 IN ELM TREE, 31.6 FEET WEST OF 18 IN WHITE
 HA0909'OAK TREE, 16.5 FEET NORTHWEST OF CENTER OF ROAD AND 1.4 FEET NORTHWEST
 HA0909'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HA0909'REFERENCE MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 4
 HA0909'INCHES AND STAMPED I24-T14 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1780 ***********************************************************************
 GC1780  DESIGNATION -  I24 T15
 GC1780  PID         -  GC1780
 GC1780  STATE/COUNTY-  KY/LYON
 GC1780  USGS QUAD   -  LAMASCO (1983)
 GC1780
 GC1780                         *CURRENT SURVEY CONTROL
 GC1780  ___________________________________________________________________
 GC1780* NAD 83(1993)-  36 59 15.17380(N)    087 56 09.78162(W)     ADJUSTED  
 GC1780* NAVD 88     -       174.030  (meters)     570.96   (feet)  ADJUSTED  
 GC1780  ___________________________________________________________________
 GC1780  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 GC1780  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC1780  DYNAMIC HT  -         173.896 (meters)     570.52  (feet)  COMP
 GC1780  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 GC1780
 GC1780  HORZ ORDER  -  SECOND
 GC1780  VERT ORDER  -  SECOND    CLASS 0
 GC1780
 GC1780.The horizontal coordinates were established by classical geodetic methods
 GC1780.and adjusted by the National Geodetic Survey in December 1995..
 GC1780
 GC1780.The orthometric height was determined by differential leveling
 GC1780.and adjusted by the National Geodetic Survey in June 1991..
 GC1780
 GC1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1780
 GC1780.The geoid height was determined by GEOID03.
 GC1780
 GC1780.The dynamic height is computed by dividing the NAVD 88
 GC1780.geopotential number by the normal gravity value computed on the
 GC1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1780.degrees latitude (g = 980.6199 gals.).
 GC1780
 GC1780.The modeled gravity was interpolated from observed gravity values.
 GC1780
 GC1780;                    North         East     Units Scale Factor Converg.
 GC1780;SPC KY1Z     - 1,074,888.137 1,305,397.340   MT  1.00002430   -1 20 31.7
 GC1780;SPC KY1Z     - 3,526,528.83  4,282,791.11   sFT  1.00002430   -1 20 31.7
 GC1780;SPC KY S     -   574,851.894   305,408.721   MT  0.99996359   -1 19 32.7
 GC1780;SPC KY S     - 1,885,993.26  1,001,995.11   sFT  0.99996359   -1 19 32.7
 GC1780;UTM  16      - 4,093,900.469   416,699.300   MT  0.99968548   -0 33 47.5
 GC1780
 GC1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1780!SPC KY1Z     -   0.99997726  x   1.00002430  =   1.00000156
 GC1780!SPC KY S     -   0.99997726  x   0.99996359  =   0.99994085
 GC1780!UTM  16      -   0.99997726  x   0.99968548  =   0.99966275
 GC1780
 GC1780:                Primary Azimuth Mark                     Grid Az
 GC1780:SPC KY1Z     -  I24 T15 AZ MK                            032 40 43.6
 GC1780:SPC KY S     -  I24 T15 AZ MK                            032 39 44.6
 GC1780:UTM  16      -  I24 T15 AZ MK                            031 53 59.4
 GC1780
 GC1780|---------------------------------------------------------------------|
 GC1780| PID    Reference Object                     Distance      Geod. Az  |
 GC1780|                                                           dddmmss.s |
 GC1780| CG6585 I24 T15 AZ MK                                      0312011.9 |
 GC1780| GC1781 I24 T15 RM 1                         25.500 METERS 14200     |
 GC1780| GC1782 I24 T15 RM 2                         24.527 METERS 23104     |
 GC1780|---------------------------------------------------------------------|
 GC1780
 GC1780                          SUPERSEDED SURVEY CONTROL
 GC1780
 GC1780  NAD 83(1986)-  36 59 15.18347(N)    087 56 09.78557(W) AD(       ) 2
 GC1780  NAD 27      -  36 59 14.99923(N)    087 56 09.71942(W) AD(       ) 2
 GC1780  NGVD 29 (??/??/92)  174.091  (m)          571.16   (f) ADJ UNCH    2 0
 GC1780
 GC1780.Superseded values are not recommended for survey control.
 GC1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1780.See file dsdata.txt to determine how the superseded data were derived.
 GC1780
 GC1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1669993900(NAD 83)
 GC1780_MARKER: DD = SURVEY DISK
 GC1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1780_STAMPING: I24-T15 1966
 GC1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1780+STABILITY: SURFACE MOTION
 GC1780
 GC1780  HISTORY     - Date     Condition        Report By
 GC1780  HISTORY     - 1966     MONUMENTED       KYHD
 GC1780  HISTORY     - 1966     GOOD             KYDT
 GC1780
 GC1780                          STATION DESCRIPTION
 GC1780
 GC1780'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GC1780'AT LAMASCO.
 GC1780'AT LAMASCO, KENTUCKY ON PROPERTY OWNED BY MR. J.I. LESTER, 145
 GC1780'FEET WEST OF 30 IN WHITE OAK TREE, 67.7 FEET NORTHEAST OF FENCE
 GC1780'CORNER, 59.5 FEET NORTH OF FENCE AND 83.1 FEET NORTHWEST OF METAL
 GC1780'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GC1780'TRAVERSE MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND
 GC1780'AND STAMPED I24-T15 1966.
 GC1780
 GC1780                          STATION RECOVERY (1966)
 GC1780
 GC1780'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 GC1780'STATION IS LOCATED AT LAMASCO, KENTUCKY, LYON COUNTY.  IT IS IN AN
 GC1780'OPEN FIELD ON LAND OWNED BY MR. J. I. LESTER.
 GC1780'
 GC1780'STATION MARK IS ABOUT 500 FEET NORTHEAST OF JUNCTION OF
 GC1780'STATE HIGHWAYS 93 AND 903, 145 FEET WEST OF 30 IN WHITE OAK TREE,
 GC1780'67.7 FEET NORTHEAST OF FENCE CORNER, 59.5 FEET NORTH OF FENCE
 GC1780'AND 83.1 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK
 GC1780'IS FLUSH WITH GROUND AND IS STAMPED I24-T15 1966.
 GC1780'
 GC1780'REFERENCE MARK NO. 1 IS 83.66 FEET SOUTHEAST OF STATION, 91.5
 GC1780'FEET EAST OF FENCE CORNER, 89.9 FEET WEST OF 30 IN WHITE OAK TREE,
 GC1780'5.5 FEET NORTH OF 16 IN ELM TREE AND 1.7 FEET NORTHEAST
 GC1780'OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 6 INCHES
 GC1780'AND IS STAMPED I24-T15 NO. 1 1966.
 GC1780'
 GC1780'REFERENCE MARK NO. 2 IS 80.47 FEET SOUTHWEST OF STATION,
 GC1780'114 FEET WEST OF METAL WITNESS POST AND SIGN, 39.0 FEET
 GC1780'NORTHEAST CORNER OF BARN, 23.4 FEET WEST OF FENCE CORNER AND
 GC1780'1.4 FEET NORTH OF FENCE.  THE MARK PROJECTS 6 INCHES AND IS
 GC1780'STAMPED I24-T15 NO. 2 1966.
 GC1780'
 GC1780'AZIMUTH MARK IS ABOUT 0.70 MILE NORTHEAST OF STATION, 23.4
 GC1780'FEET WEST OF CENTER OF ROAD, 3.3 FEET EAST OF FENCE AND 1.05
 GC1780'FEET SOUTH OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS
 GC1780'6 INCHES AND IS STAMPED I24-T15 1966.
 GC1780'
 GC1780'TO REACH AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 GC1780'93 AND 903 IN LAMASCO, KENTUCKY GO EAST ON STATE HIGHWAY
 GC1780'93 FOR 0.20 MILE TO STATE HIGHWAY 1272 LEFT.  TURN LEFT AND GO
 GC1780'NORTH ON STATE HIGHWAY 1272 FOR 0.70 MILE TO AZIMUTH ON LEFT.
 GC1780'
 GC1780'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC1780'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE
 GC1780'AS DESCRIBED.
 GC1780'
 GC1780'HEIGHT OF LIGHT ABOVE STATION MARK 15.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1781 ***********************************************************************
 GC1781  DESIGNATION -  I24 T15 RM 1
 GC1781  PID         -  GC1781
 GC1781  STATE/COUNTY-  KY/LYON
 GC1781  USGS QUAD   -  LAMASCO (1983)
 GC1781
 GC1781                         *CURRENT SURVEY CONTROL
 GC1781  ___________________________________________________________________
 GC1781* NAD 83(1986)-  36 59 14.     (N)    087 56 09.     (W)     SCALED    
 GC1781* NAVD 88     -       174.546  (meters)     572.66   (feet)  ADJUSTED  
 GC1781  ___________________________________________________________________
 GC1781  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC1781  DYNAMIC HT  -         174.412 (meters)     572.22  (feet)  COMP
 GC1781  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 GC1781
 GC1781  VERT ORDER  -  SECOND    CLASS 0
 GC1781
 GC1781.The horizontal coordinates were scaled from a topographic map and have
 GC1781.an estimated accuracy of +/- 6 seconds.
 GC1781
 GC1781.The orthometric height was determined by differential leveling
 GC1781.and adjusted by the National Geodetic Survey in June 1991..
 GC1781
 GC1781.The geoid height was determined by GEOID03.
 GC1781
 GC1781.The dynamic height is computed by dividing the NAVD 88
 GC1781.geopotential number by the normal gravity value computed on the
 GC1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1781.degrees latitude (g = 980.6199 gals.).
 GC1781
 GC1781.The modeled gravity was interpolated from observed gravity values.
 GC1781
 GC1781;                    North         East    Units  Estimated Accuracy
 GC1781;SPC KY1Z     - 1,074,850.    1,305,420.      MT  (+/- 180 meters Scaled)
 GC1781
 GC1781                          SUPERSEDED SURVEY CONTROL
 GC1781
 GC1781  NGVD 29 (??/??/92)  174.607  (m)          572.86   (f) ADJ UNCH    2 0
 GC1781
 GC1781.Superseded values are not recommended for survey control.
 GC1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1781.See file dsdata.txt to determine how the superseded data were derived.
 GC1781
 GC1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF167938(NAD 83)
 GC1781_MARKER: DD = SURVEY DISK
 GC1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1781_STAMPING: I24-T15 NO 1 1966
 GC1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1781+STABILITY: SURFACE MOTION
 GC1781
 GC1781  HISTORY     - Date     Condition        Report By
 GC1781  HISTORY     - 1966     MONUMENTED       KYHD
 GC1781
 GC1781                          STATION DESCRIPTION
 GC1781
 GC1781'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GC1781'AT LAMASCO.
 GC1781'AT LAMASCO, KENTUCKY ON PROPERTY OWNED BY MR. J.I. LESTER, 91.5
 GC1781'FEET EAST OF FENCE CORNER, 89.9 FEET WEST OF 30 IN WHITE OAK
 GC1781'TREE, 5.5 FEET NORTH OF 16 IN ELM TREE AND 1.7 FEET NORTHEAST
 GC1781'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 GC1781'HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE POST
 GC1781'PROJECTING 6 INCHES AND STAMPED I24-T15 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1782 ***********************************************************************
 GC1782  DESIGNATION -  I24 T15 RM 2
 GC1782  PID         -  GC1782
 GC1782  STATE/COUNTY-  KY/LYON
 GC1782  USGS QUAD   -  LAMASCO (1983)
 GC1782
 GC1782                         *CURRENT SURVEY CONTROL
 GC1782  ___________________________________________________________________
 GC1782* NAD 83(1986)-  36 59 14.     (N)    087 56 09.     (W)     SCALED    
 GC1782* NAVD 88     -       174.466  (meters)     572.39   (feet)  ADJUSTED  
 GC1782  ___________________________________________________________________
 GC1782  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC1782  DYNAMIC HT  -         174.332 (meters)     571.95  (feet)  COMP
 GC1782  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 GC1782
 GC1782  VERT ORDER  -  SECOND    CLASS 0
 GC1782
 GC1782.The horizontal coordinates were scaled from a topographic map and have
 GC1782.an estimated accuracy of +/- 6 seconds.
 GC1782
 GC1782.The orthometric height was determined by differential leveling
 GC1782.and adjusted by the National Geodetic Survey in June 1991..
 GC1782
 GC1782.The geoid height was determined by GEOID03.
 GC1782
 GC1782.The dynamic height is computed by dividing the NAVD 88
 GC1782.geopotential number by the normal gravity value computed on the
 GC1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1782.degrees latitude (g = 980.6199 gals.).
 GC1782
 GC1782.The modeled gravity was interpolated from observed gravity values.
 GC1782
 GC1782;                    North         East    Units  Estimated Accuracy
 GC1782;SPC KY1Z     - 1,074,850.    1,305,420.      MT  (+/- 180 meters Scaled)
 GC1782
 GC1782                          SUPERSEDED SURVEY CONTROL
 GC1782
 GC1782  NGVD 29 (??/??/92)  174.527  (m)          572.59   (f) ADJ UNCH    2 0
 GC1782
 GC1782.Superseded values are not recommended for survey control.
 GC1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1782.See file dsdata.txt to determine how the superseded data were derived.
 GC1782
 GC1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF167938(NAD 83)
 GC1782_MARKER: DD = SURVEY DISK
 GC1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1782_STAMPING: I24-T15 NO 2 1966
 GC1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1782+STABILITY: SURFACE MOTION
 GC1782
 GC1782  HISTORY     - Date     Condition        Report By
 GC1782  HISTORY     - 1966     MONUMENTED       KYHD
 GC1782
 GC1782                          STATION DESCRIPTION
 GC1782
 GC1782'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GC1782'AT LAMASCO.
 GC1782'AT LAMASCO, KENTUCKY ON PROPERTY OWNED BY MR. J.I. LESTER, 39.0
 GC1782'FEET NORTHEAST OF NORTHEAST CORNER OF BARN, 23.4 FEET WEST OF
 GC1782'FENCE CORNER, 1.4 FEET NORTH OF FENCE AND 114 FEET WEST OF METAL
 GC1782'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GC1782'REFERENCE MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 6
 GC1782'INCHES AND STAMPED I24-T15 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1787 ***********************************************************************
 GC1787  DESIGNATION -  I24 T16
 GC1787  PID         -  GC1787
 GC1787  STATE/COUNTY-  KY/LYON
 GC1787  USGS QUAD   -  LAMASCO (1983)
 GC1787
 GC1787                         *CURRENT SURVEY CONTROL
 GC1787  ___________________________________________________________________
 GC1787* NAD 83(1993)-  36 58 08.32547(N)    087 53 35.04881(W)     ADJUSTED  
 GC1787* NAVD 88     -       175.236  (meters)     574.92   (feet)  ADJUSTED  
 GC1787  ___________________________________________________________________
 GC1787  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 GC1787  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC1787  DYNAMIC HT  -         175.101 (meters)     574.48  (feet)  COMP
 GC1787  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 GC1787
 GC1787  HORZ ORDER  -  SECOND
 GC1787  VERT ORDER  -  SECOND    CLASS 0
 GC1787
 GC1787.The horizontal coordinates were established by classical geodetic methods
 GC1787.and adjusted by the National Geodetic Survey in December 1995..
 GC1787
 GC1787.The orthometric height was determined by differential leveling
 GC1787.and adjusted by the National Geodetic Survey in June 1991..
 GC1787
 GC1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1787
 GC1787.The geoid height was determined by GEOID03.
 GC1787
 GC1787.The dynamic height is computed by dividing the NAVD 88
 GC1787.geopotential number by the normal gravity value computed on the
 GC1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1787.degrees latitude (g = 980.6199 gals.).
 GC1787
 GC1787.The modeled gravity was interpolated from observed gravity values.
 GC1787
 GC1787;                    North         East     Units Scale Factor Converg.
 GC1787;SPC KY1Z     - 1,072,739.144 1,309,175.547   MT  1.00002933   -1 18 56.7
 GC1787;SPC KY1Z     - 3,519,478.34  4,295,186.77   sFT  1.00002933   -1 18 56.7
 GC1787;SPC KY S     -   572,704.104   309,187.302   MT  0.99996559   -1 17 58.9
 GC1787;SPC KY S     - 1,878,946.71  1,014,392.01   sFT  0.99996559   -1 17 58.9
 GC1787;UTM  16      - 4,091,803.752   420,505.055   MT  0.99967785   -0 32 13.6
 GC1787
 GC1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1787!SPC KY1Z     -   0.99997707  x   1.00002933  =   1.00000640
 GC1787!SPC KY S     -   0.99997707  x   0.99996559  =   0.99994266
 GC1787!UTM  16      -   0.99997707  x   0.99967785  =   0.99965493
 GC1787
 GC1787|---------------------------------------------------------------------|
 GC1787| PID    Reference Object                     Distance      Geod. Az  |
 GC1787|                                                           dddmmss.s |
 GC1787| GC1786 I24 T16 RM 1                         13.536 METERS 04308     |
 GC1787| GC1788 I24 T16 AZ MK                                      1684914.7 |
 GC1787| GC1785 I24 T16 RM 2                         12.677 METERS 31715     |
 GC1787|---------------------------------------------------------------------|
 GC1787
 GC1787                          SUPERSEDED SURVEY CONTROL
 GC1787
 GC1787  NAD 83(1986)-  36 58 08.33518(N)    087 53 35.05220(W) AD(       ) 2
 GC1787  NAD 27      -  36 58 08.15178(N)    087 53 34.98989(W) AD(       ) 2
 GC1787  NGVD 29 (??/??/92)  175.297  (m)          575.12   (f) ADJ UNCH    2 0
 GC1787
 GC1787.Superseded values are not recommended for survey control.
 GC1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1787.See file dsdata.txt to determine how the superseded data were derived.
 GC1787
 GC1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2050591804(NAD 83)
 GC1787_MARKER: DD = SURVEY DISK
 GC1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1787_STAMPING: I24-T16 1966
 GC1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1787+STABILITY: SURFACE MOTION
 GC1787
 GC1787  HISTORY     - Date     Condition        Report By
 GC1787  HISTORY     - 1966     MONUMENTED       KYHD
 GC1787  HISTORY     - 1966     GOOD             KYDT
 GC1787
 GC1787                          STATION DESCRIPTION
 GC1787
 GC1787'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GC1787'2.8 MI SE FROM LAMASCO.
 GC1787'ABOUT 2.40 MILES SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE
 GC1787'INTERSECTION WITH STATE HIGHWAY 903 IN LAMASCO, KENTUCKY TO
 GC1787'PRIVATE DRIVE LEFT, THENCE, ABOUT 0.60 MILE NORTHEAST ALONG
 GC1787'PRIVATE DRIVE TO BARN AND END OF TRUCK TRAVEL, 266 FEET EAST OF
 GC1787'SOUTHEAST CORNER OF BARN, 45.4 FEET SOUTHEAST OF 8 IN PINE TREE
 GC1787'AND 31.0 FEET SOUTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GC1787'DEPARTMENT OF HIGHWAYS TRAVERSE MARK DISK SET IN TOP OF CONCRETE
 GC1787'POST PROJECTING 6 INCHES AND STAMPED I24-T16 1966.
 GC1787
 GC1787                          STATION RECOVERY (1966)
 GC1787
 GC1787'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 GC1787'STATION IS LOCATED ABOUT 2.86 MILES SOUTHEAST OF LAMASCO,
 GC1787'KENTUCKY, LYON COUNTY.  IT IS IN AN OPEN FIELD ON LAND OWNED BY
 GC1787'MR. BILLIE BIRDSONG.
 GC1787'
 GC1787'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 93
 GC1787'AND 903 IN LAMASCO, KENTUCKY GO SOUTHEAST ON STATE HIGHWAY 93
 GC1787'FOR 2.40 MILES TO PRIVATE DRIVE LEFT*.  TURN LEFT AND GO
 GC1787'NORTHEAST ON PRIVATE DRIVE FOR 0.60 MILE TO BARN AND END OF TRUCK
 GC1787'TRAVEL.
 GC1787'
 GC1787'STATION MARK IS 266 FEET EAST OF SOUTHEAST CORNER OF BARN,
 GC1787'45.4 FEET SOUTHEAST OF 8 IN PINE TREE AND 31.0 FEET SOUTH OF
 GC1787'METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 6 INCHES AND IS
 GC1787'STAMPED I24-T16 1966.
 GC1787'
 GC1787'REFERENCE MARK NO. 1 IS 44.41 FEET NORTHEAST OF STATION, 41.7
 GC1787'FEET WEST OF 8 IN PINE TREE, 30.0 FEET EAST OF METAL WITNESS POST
 GC1787'AND SIGN AND 0.6 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 6 INCHES
 GC1787'IS STAMPED I24-T16 NO. 1 1966.
 GC1787'
 GC1787'REFERENCE MARK NO. 2 IS 41.59 FEET NORTHWEST OF STATION, 28.7
 GC1787'FEET WEST OF METAL WITNESS POST AND SIGN, 3.7 FEET SOUTHEAST OF 8
 GC1787'IN PINE TREE AND 2.4 FEET SOUTH OF FENCE.  THE MARK PROJECTS 6
 GC1787'INCHES AND IS STAMPED I24-T16 NO.2 1966.
 GC1787'
 GC1787'AZIMUTH MARK IS ABOUT 0.48 MILE SOUTHEAST OF STATION, 42.4
 GC1787'FEET NORTHWEST OF ROAD INTERSECTION, 22.7 FEET EAST OF 16 IN
 GC1787'SYCAMORE TREE, 14.4 FEET WEST OF FENCE CORNER AND 1.5 FEET
 GC1787'SOUTH OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 6 INCHES
 GC1787'AND IS STAMPED I24-T16 1966.
 GC1787'
 GC1787'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT AHEAD
 GC1787'ON STATE HIGHWAY 93 FOR 0.60 MILE TO AZIMUTH ON LEFT.
 GC1787'
 GC1787'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC1787'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GC1787'
 GC1787'HEIGHT OF LIGHT ABOVE STATION MARK 15.47 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1788 ***********************************************************************
 GC1788  DESIGNATION -  I24 T16 AZ MK
 GC1788  PID         -  GC1788
 GC1788  STATE/COUNTY-  KY/LYON
 GC1788  USGS QUAD   -  LAMASCO (1983)
 GC1788
 GC1788                         *CURRENT SURVEY CONTROL
 GC1788  ___________________________________________________________________
 GC1788* NAD 83(1986)-  36 57 43.     (N)    087 53 28.     (W)     SCALED    
 GC1788* NAVD 88     -       175.214  (meters)     574.85   (feet)  ADJUSTED  
 GC1788  ___________________________________________________________________
 GC1788  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC1788  DYNAMIC HT  -         175.079 (meters)     574.40  (feet)  COMP
 GC1788  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 GC1788
 GC1788  VERT ORDER  -  SECOND    CLASS 0
 GC1788
 GC1788.The horizontal coordinates were scaled from a topographic map and have
 GC1788.an estimated accuracy of +/- 6 seconds.
 GC1788
 GC1788.The orthometric height was determined by differential leveling
 GC1788.and adjusted by the National Geodetic Survey in June 1991..
 GC1788
 GC1788.The geoid height was determined by GEOID03.
 GC1788
 GC1788.The dynamic height is computed by dividing the NAVD 88
 GC1788.geopotential number by the normal gravity value computed on the
 GC1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1788.degrees latitude (g = 980.6199 gals.).
 GC1788
 GC1788.The modeled gravity was interpolated from observed gravity values.
 GC1788
 GC1788;                    North         East    Units  Estimated Accuracy
 GC1788;SPC KY1Z     - 1,071,960.    1,309,330.      MT  (+/- 180 meters Scaled)
 GC1788
 GC1788                          SUPERSEDED SURVEY CONTROL
 GC1788
 GC1788  NGVD 29 (??/??/92)  175.275  (m)          575.05   (f) ADJ UNCH    2 0
 GC1788
 GC1788.Superseded values are not recommended for survey control.
 GC1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1788.See file dsdata.txt to determine how the superseded data were derived.
 GC1788
 GC1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF206910(NAD 83)
 GC1788_MARKER: DD = SURVEY DISK
 GC1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1788_STAMPING: I24-T16 1966
 GC1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1788+STABILITY: SURFACE MOTION
 GC1788
 GC1788  HISTORY     - Date     Condition        Report By
 GC1788  HISTORY     - 1966     MONUMENTED       KYHD
 GC1788
 GC1788                          STATION DESCRIPTION
 GC1788
 GC1788'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GC1788'3.3 MI SE FROM LAMASCO.
 GC1788'ABOUT 3.00 MILES SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE
 GC1788'INTERSECTION WITH STATE HIGHWAY 903 IN LAMASCO, KENTUCKY TO ROAD
 GC1788'LEFT AND MARK ON LEFT, 42.4 FEET NORTHWEST OF ROAD INTERSECTION,
 GC1788'22.7 FEET EAST OF 16 IN SYCAMORE TREE, 14.4 FEET WEST OF FENCE
 GC1788'CORNER AND 1.5 FEET SOUTH OF METAL WITNESS POST AND SIGN.  A
 GC1788'KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF
 GC1788'CONCRETE POST PROJECTING 6 INCHES AND STAMPED I24-T 16 AZ. 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1786 ***********************************************************************
 GC1786  DESIGNATION -  I24 T16 RM 1
 GC1786  PID         -  GC1786
 GC1786  STATE/COUNTY-  KY/LYON
 GC1786  USGS QUAD   -  LAMASCO (1983)
 GC1786
 GC1786                         *CURRENT SURVEY CONTROL
 GC1786  ___________________________________________________________________
 GC1786* NAD 83(1986)-  36 58 08.     (N)    087 53 34.     (W)     SCALED    
 GC1786* NAVD 88     -       175.317  (meters)     575.19   (feet)  ADJUSTED  
 GC1786  ___________________________________________________________________
 GC1786  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC1786  DYNAMIC HT  -         175.182 (meters)     574.74  (feet)  COMP
 GC1786  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 GC1786
 GC1786  VERT ORDER  -  SECOND    CLASS 0
 GC1786
 GC1786.The horizontal coordinates were scaled from a topographic map and have
 GC1786.an estimated accuracy of +/- 6 seconds.
 GC1786
 GC1786.The orthometric height was determined by differential leveling
 GC1786.and adjusted by the National Geodetic Survey in June 1991..
 GC1786
 GC1786.The geoid height was determined by GEOID03.
 GC1786
 GC1786.The dynamic height is computed by dividing the NAVD 88
 GC1786.geopotential number by the normal gravity value computed on the
 GC1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1786.degrees latitude (g = 980.6199 gals.).
 GC1786
 GC1786.The modeled gravity was interpolated from observed gravity values.
 GC1786
 GC1786;                    North         East    Units  Estimated Accuracy
 GC1786;SPC KY1Z     - 1,072,730.    1,309,200.      MT  (+/- 180 meters Scaled)
 GC1786
 GC1786                          SUPERSEDED SURVEY CONTROL
 GC1786
 GC1786  NGVD 29 (??/??/92)  175.379  (m)          575.39   (f) ADJ UNCH    2 0
 GC1786
 GC1786.Superseded values are not recommended for survey control.
 GC1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1786.See file dsdata.txt to determine how the superseded data were derived.
 GC1786
 GC1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF205917(NAD 83)
 GC1786_MARKER: DD = SURVEY DISK
 GC1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1786_STAMPING: I24-T16 NO 1 1966
 GC1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1786+STABILITY: SURFACE MOTION
 GC1786
 GC1786  HISTORY     - Date     Condition        Report By
 GC1786  HISTORY     - 1966     MONUMENTED       KYHD
 GC1786
 GC1786                          STATION DESCRIPTION
 GC1786
 GC1786'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GC1786'2.8 MI SE FROM LAMASCO.
 GC1786'ABOUT 2.40 MILES SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE
 GC1786'INTERSECTION WITH STATE HIGHWAY 903 IN LAMASCO, KENTUCKY TO
 GC1786'PRIVATE DRIVE LEFT, THENCE, ABOUT 0.60 MILE NORTHEAST ALONG
 GC1786'PRIVATE DRIVE TO BARN AND END OF TRUCK TRAVEL, 41.7 FEET WEST OF
 GC1786'8 IN PINE TREE, 0.6 FOOT SOUTH OF FENCE AND 30.0 FEET EAST OF
 GC1786'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GC1786'REFERENCE MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 6
 GC1786'INCHES AND STAMPED I24-T16 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1785 ***********************************************************************
 GC1785  DESIGNATION -  I24 T16 RM 2
 GC1785  PID         -  GC1785
 GC1785  STATE/COUNTY-  KY/LYON
 GC1785  USGS QUAD   -  LAMASCO (1983)
 GC1785
 GC1785                         *CURRENT SURVEY CONTROL
 GC1785  ___________________________________________________________________
 GC1785* NAD 83(1986)-  36 58 08.     (N)    087 53 34.     (W)     SCALED    
 GC1785* NAVD 88     -       175.323  (meters)     575.21   (feet)  ADJUSTED  
 GC1785  ___________________________________________________________________
 GC1785  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC1785  DYNAMIC HT  -         175.188 (meters)     574.76  (feet)  COMP
 GC1785  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 GC1785
 GC1785  VERT ORDER  -  SECOND    CLASS 0
 GC1785
 GC1785.The horizontal coordinates were scaled from a topographic map and have
 GC1785.an estimated accuracy of +/- 6 seconds.
 GC1785
 GC1785.The orthometric height was determined by differential leveling
 GC1785.and adjusted by the National Geodetic Survey in June 1991..
 GC1785
 GC1785.The geoid height was determined by GEOID03.
 GC1785
 GC1785.The dynamic height is computed by dividing the NAVD 88
 GC1785.geopotential number by the normal gravity value computed on the
 GC1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1785.degrees latitude (g = 980.6199 gals.).
 GC1785
 GC1785.The modeled gravity was interpolated from observed gravity values.
 GC1785
 GC1785;                    North         East    Units  Estimated Accuracy
 GC1785;SPC KY1Z     - 1,072,730.    1,309,200.      MT  (+/- 180 meters Scaled)
 GC1785
 GC1785                          SUPERSEDED SURVEY CONTROL
 GC1785
 GC1785  NGVD 29 (??/??/92)  175.385  (m)          575.41   (f) ADJ UNCH    2 0
 GC1785
 GC1785.Superseded values are not recommended for survey control.
 GC1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1785.See file dsdata.txt to determine how the superseded data were derived.
 GC1785
 GC1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF205917(NAD 83)
 GC1785_MARKER: DD = SURVEY DISK
 GC1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1785_STAMPING: I24-T16 NO 2 1966
 GC1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1785+STABILITY: SURFACE MOTION
 GC1785
 GC1785  HISTORY     - Date     Condition        Report By
 GC1785  HISTORY     - 1966     MONUMENTED       KYHD
 GC1785
 GC1785                          STATION DESCRIPTION
 GC1785
 GC1785'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GC1785'2.8 MI SE FROM LAMASCO.
 GC1785'ABOUT 2.40 MILES SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE
 GC1785'INTERSECTION WITH STATE HIGHWAY 903 IN LAMASCO, KENTUCKY TO
 GC1785'PRIVATE DRIVE LEFT, THENCE, ABOUT 0.60 MILE NORTHEAST ALONG
 GC1785'PRIVATE DRIVE TO BARN AND END OF TRUCK TRAVEL, 3.7 FEET SOUTHEAST
 GC1785'OF 8 IN PINE TREE, 2.4 FEET SOUTH OF FENCE AND 28.7 FEET WEST
 GC1785'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 GC1785'HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE POST
 GC1785'PROJECTING 6 INCHES AND STAMPED I24-T16 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2700 ***********************************************************************
 GC2700  DESIGNATION -  I24 T17
 GC2700  PID         -  GC2700
 GC2700  STATE/COUNTY-  KY/CALDWELL
 GC2700  USGS QUAD   -  COBB (1983)
 GC2700
 GC2700                         *CURRENT SURVEY CONTROL
 GC2700  ___________________________________________________________________
 GC2700* NAD 83(1993)-  36 57 20.92828(N)    087 50 51.33534(W)     ADJUSTED  
 GC2700* NAVD 88     -       183.8    (meters)     603.     (feet)  VERTCON   
 GC2700  ___________________________________________________________________
 GC2700  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 GC2700  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC2700
 GC2700  HORZ ORDER  -  SECOND
 GC2700
 GC2700.The horizontal coordinates were established by classical geodetic methods
 GC2700.and adjusted by the National Geodetic Survey in December 1995..
 GC2700
 GC2700.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2700
 GC2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2700
 GC2700.The geoid height was determined by GEOID03.
 GC2700
 GC2700;                    North         East     Units Scale Factor Converg.
 GC2700;SPC KY1Z     - 1,071,186.354 1,313,191.316   MT  1.00003295   -1 17 16.2
 GC2700;SPC KY1Z     - 3,514,383.90  4,308,361.84   sFT  1.00003295   -1 17 16.2
 GC2700;SPC KY S     -   571,152.530   313,203.241   MT  0.99996707   -1 16 19.6
 GC2700;SPC KY S     - 1,873,856.26  1,027,567.63   sFT  0.99996707   -1 16 19.6
 GC2700;UTM  16      - 4,090,306.200   424,540.108   MT  0.99967015   -0 30 34.5
 GC2700
 GC2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2700!SPC KY1Z     -   0.99997573  x   1.00003295  =   1.00000868
 GC2700!SPC KY S     -   0.99997573  x   0.99996707  =   0.99994280
 GC2700!UTM  16      -   0.99997573  x   0.99967015  =   0.99964589
 GC2700
 GC2700|---------------------------------------------------------------------|
 GC2700| PID    Reference Object                     Distance      Geod. Az  |
 GC2700|                                                           dddmmss.s |
 GC2700| CG6588 I24 T17 RM 2                         17.038 METERS 27446     |
 GC2700| CG6586 I24 T17 AZ MK                                      3412519.4 |
 GC2700| CG6587 I24 T17 RM 1                         26.353 METERS 35858     |
 GC2700|---------------------------------------------------------------------|
 GC2700
 GC2700                          SUPERSEDED SURVEY CONTROL
 GC2700
 GC2700  NAD 83(1986)-  36 57 20.93800(N)    087 50 51.33859(W) AD(       ) 2
 GC2700  NAD 27      -  36 57 20.75625(N)    087 50 51.27993(W) AD(       ) 2
 GC2700  NGVD 29 (07/19/86)  183.9    (m)          603.     (f) VERT ANG       
 GC2700
 GC2700.Superseded values are not recommended for survey control.
 GC2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2700.See file dsdata.txt to determine how the superseded data were derived.
 GC2700
 GC2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2454090306(NAD 83)
 GC2700_MARKER: DD = SURVEY DISK
 GC2700_SETTING: 0 = UNSPECIFIED SETTING
 GC2700
 GC2700  HISTORY     - Date     Condition        Report By
 GC2700  HISTORY     - 1966     MONUMENTED       KYDT
 GC2700
 GC2700                          STATION DESCRIPTION
 GC2700
 GC2700'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 GC2700'STATION IS LOCATED ABOUT 5.32 MILES SOUTHEAST OF LAMASCO,
 GC2700'KENTUCKY, LYON COUNTY.  IT IS IN AN OPEN PASTURE ON LAND OWNED BY
 GC2700'MRS. EMILY OLIVER.
 GC2700'
 GC2700'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 GC2700'903 AND 93 IN LAMASCO, KENTUCKY GO SOUTHEAST ON STATE HIGHWAY 93
 GC2700'FOR 3.75 MILES TO JUNCTION WITH STATE HIGHWAY 139 AT
 GC2700'CROSSROADS.  GO EAST ON GRAVEL ROAD FOR 0.40 MILE TO Y ROAD AT
 GC2700'BLUE SPRINGS CHURCH.  TAKE SOUTHEAST FORK AND CONTINUE EAST FOR
 GC2700'1.25 MILES TO AZIMUTH ON LEFT.  CONTINUE EAST ON GRAVEL ROAD
 GC2700'FOR 0.20 MILE TO DRIVE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.05
 GC2700'MILE TO BARN.  FOLLOW WOODS ROAD WEST ALONG SOUTH EDGE OF
 GC2700'WOODS FOR 0.15 MILE TO TOP OF HILL AND STATION.
 GC2700'
 GC2700'STATION MARK IS ABOUT 85 FEET SOUTH OF NORTHWEST CORNER OF
 GC2700'PASTURE AND WOODS CORNER, 74.6 FEET SOUTHEAST OF 10 IN OAK TREE
 GC2700'WITH WITNESS SIGN NAILED ON SOUTHEAST SIDE AND 52.2 FEET EAST OF
 GC2700'10 IN CEDAR TREE.  THE MARK IS FLUSH AND IS STAMPED I24-T17 1966.
 GC2700'
 GC2700'REFERENCE MARK NO. 1 IS 86.46 FEET NORTH OF STATION, 73.1 FEET
 GC2700'NORTHEAST OF 10 IN OAK TREE WITH WITNESS SIGN NAILED ON SOUTHEAST
 GC2700'SIDE AND 52.3 FEET EAST OF 12 IN HICKORY TREE SITTING IN SOUTH SIDE
 GC2700'OF WOODS LINE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 GC2700'I24-T17 NO. 1 1966.
 GC2700'
 GC2700'REFERENCE MARK NO. 2 IS 55.90 FEET WEST OF STATION, 38.7 FEET
 GC2700'SOUTH OF 10 IN OAK TREE WITH METAL WITNESS POST NAILED ON SOUTHEAST
 GC2700'SIDE AND 21.4 FEET NORTH OF 10 IN CEDAR TREE SITTING IN EAST SIDE
 GC2700'OF WOODS LINE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 GC2700'I24-T17 NO. 2 1966.
 GC2700'
 GC2700'AZIMUTH MARK IS ABOUT 0.25 MILE NORTH OF STATION, 26.0 FEET NORTH
 GC2700'OF CENTER OF ROAD AND 1.2 FEET SOUTH OF METAL WITNESS POST AND
 GC2700'SIGN.  THE MARK PROJECTS 6 INCHES AND IS STAMPED I24-T17 1966.
 GC2700'
 GC2700'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC2700'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GC2700'
 GC2700'HEIGHT OF LIGHT ABOVE STATION MARK 21.65 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1934 ***********************************************************************
 GC1934  DESIGNATION -  I24 T18 2
 GC1934  PID         -  GC1934
 GC1934  STATE/COUNTY-  KY/TRIGG
 GC1934  USGS QUAD   -  COBB (1983)
 GC1934
 GC1934                         *CURRENT SURVEY CONTROL
 GC1934  ___________________________________________________________________
 GC1934* NAD 83(1993)-  36 54 57.00096(N)    087 47 20.19338(W)     ADJUSTED  
 GC1934* NAVD 88     -       139.16   (meters)     456.6    (feet)  RESET     
 GC1934  ___________________________________________________________________
 GC1934  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 GC1934  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC1934
 GC1934  HORZ ORDER  -  THIRD
 GC1934  VERT ORDER  -  THIRD
 GC1934
 GC1934.The horizontal coordinates were established by classical geodetic methods
 GC1934.and adjusted by the National Geodetic Survey in December 1995..
 GC1934.No horizontal observational check was made to the station.
 GC1934
 GC1934.The orthometric height was computed from unverified reset data.
 GC1934.No vertical observational check was made to the station.
 GC1934
 GC1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1934
 GC1934.The geoid height was determined by GEOID03.
 GC1934
 GC1934;                    North         East     Units Scale Factor Converg.
 GC1934;SPC KY1Z     - 1,066,634.661 1,318,316.874   MT  1.00004429   -1 15 06.6
 GC1934;SPC KY1Z     - 3,499,450.55  4,325,177.94   sFT  1.00004429   -1 15 06.6
 GC1934;SPC KY S     -   566,602.539   318,329.676   MT  0.99997189   -1 14 11.6
 GC1934;SPC KY S     - 1,858,928.50  1,044,386.61   sFT  0.99997189   -1 14 11.6
 GC1934;UTM  16      - 4,085,826.203   429,725.069   MT  0.99966084   -0 28 26.0
 GC1934
 GC1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1934!SPC KY1Z     -   0.99998275  x   1.00004429  =   1.00002704
 GC1934!SPC KY S     -   0.99998275  x   0.99997189  =   0.99995464
 GC1934!UTM  16      -   0.99998275  x   0.99966084  =   0.99964359
 GC1934
 GC1934|---------------------------------------------------------------------|
 GC1934| PID    Reference Object                     Distance      Geod. Az  |
 GC1934|                                                           dddmmss.s |
 GC1934| GC1798 I24 T18 RM 1                         32.190 METERS 02204     |
 GC1934| GC1799 I24 T18 AZ MK                       APPROX. 0.6 KM 0880323.1 |
 GC1934| GC1933 I24 T18 2 RM 3                       10.291 METERS 12345     |
 GC1934| GC1796 I24 T18                               4.906 METERS 23301     |
 GC1934|---------------------------------------------------------------------|
 GC1934
 GC1934                          SUPERSEDED SURVEY CONTROL
 GC1934
 GC1934  NAD 83(1986)-  36 54 57.01031(N)    087 47 20.19644(W) AD(       ) 3
 GC1934  NAD 27      -  36 54 56.82996(N)    087 47 20.14008(W) AD(       ) 3
 GC1934  NGVD 29 (10/08/05)  139.23   (m)          456.8    (f) RESET       3  
 GC1934
 GC1934.Superseded values are not recommended for survey control.
 GC1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1934.See file dsdata.txt to determine how the superseded data were derived.
 GC1934
 GC1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2972585826(NAD 83)
 GC1934_MARKER: DB = BENCH MARK DISK
 GC1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1934_STAMPING: I 24 T 18 2 KYHD 1977
 GC1934_PROJECTION: FLUSH
 GC1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1934+STABILITY: SURFACE MOTION
 GC1934
 GC1934  HISTORY     - Date     Condition        Report By
 GC1934  HISTORY     - 1977     MONUMENTED       NGS
 GC1934  HISTORY     - 1977     GOOD             NGS
 GC1934
 GC1934                          STATION DESCRIPTION
 GC1934
 GC1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GC1934'2.0 MI SOUTH FROM WALLONIA.
 GC1934'1.5 MILES SOUTHEAST ALONG A PAVED ROAD FROM ITS INTERSECTION WITH
 GC1934'STATE HIGHWAY 276 AT THE SMALL SETTLEMENT OF WALLONIA, THENCE
 GC1934'SOUTHWEST ON STATE HIGHWAY 124 FOR 0.5 MILE TO A CROSSROAD,
 GC1934'THENCE NORTH ON THE CROSSROAD FOR 0.75 MILE TO A FIELD ROAD LEFT,
 GC1934'THENCE SOUTHWEST ON THE FIELD ROAD FOR0.25 MILE TO TOP OF 124,
 GC1934'113 FEET SOUTH OF A 12-INCH CEDAR TREE.
 GC1934'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 GC1934
 GC1934                          STATION RECOVERY (1977)
 GC1934
 GC1934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC1934'THE STATION IS LOCATED 1.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 GC1934'FENCE OF INTERSTATE HIGHWAY 24, 113 FEET SOUTH OF A 12 INCH CEDAR
 GC1934'TREE AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT IS
 GC1934'FLUSH AND THE DISK IS STAMPED I-24 T-18 2 KHD 1977.
 GC1934'
 GC1934'TO REACH THE STATION FROM THE JUNCTION OF A PAVED ROAD AND STATE
 GC1934'HIGHWAY 276 AT THE SMALL SETTLEMENT OF WALLONIA, GO SOUTHEAST ON
 GC1934'PAVED ROAD FOR 1.5 MILES TO THE JUNCTION OF STATE HIGHWAY 124.  TURN
 GC1934'RIGHT AND GO SOUTHWEST ON HIGHWAY 124 FOR 0.5 MILE TO A
 GC1934'CROSSROAD.  TURN RIGHT AND GO WEST ON THE PAVED ROAD FOR 0.2 MILE
 GC1934'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON THE PAVED
 GC1934'ROAD FOR 0.55 MILE TO A FIELD ROAD LEFT.  TURN LEFT ON THE FIELD
 GC1934'ROAD AND GO FOR 0.25 MILE TO THE TOP OF A SMALL HILL AND THE
 GC1934'STATION.
 GC1934'
 GC1934'REFERENCE MARK 1 IS A STANDARD KHD DISK SET IN THE TOP OF A SQUARE
 GC1934'CONCRETE MONUMENT PROJECTING 6 INCHES, STAMPED I-24 T-18 NO-1
 GC1934'1966, 15 FEET SOUTHEAST OF A 14 INCH CEDAR TREE AND 12 FEET
 GC1934'SOUTHWEST OF A 12 INCH CEDAR TREE.
 GC1934'
 GC1934'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GC1934'MAGNETS, STAMPED I-24 T-18 2 KHD NO 3 1977, PROJECTING 1 INCH, 120
 GC1934'FEET SOUTH OF A 12 INCH CEDAR TREE, 1 FOOT WEST OF A METAL
 GC1934'WITNESS POST AND 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 GC1934'
 GC1934'THE AZIMUTH MARK IS A STANDARD KHD DISK SET IN THE TOP OF A SQUARE
 GC1934'CONCRETE MONUMENT, PROJECTING 4 INCHES, STAMPED I-24 T-18 1966,
 GC1934'25 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 32 FEET WEST OF
 GC1934'THE CENTERLINE OF A DRIVEWAY TO A MOBILE HOME AND 2 FEET SOUTH
 GC1934'OF A METAL WITNESS POST.
 GC1934'
 GC1934'NEAREST TOWN--WALLONIA.
 GC1934'
 GC1934'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1933 ***********************************************************************
 GC1933  DESIGNATION -  I24 T18 2 RM 3
 GC1933  PID         -  GC1933
 GC1933  STATE/COUNTY-  KY/TRIGG
 GC1933  USGS QUAD   -  COBB (1983)
 GC1933
 GC1933                         *CURRENT SURVEY CONTROL
 GC1933  ___________________________________________________________________
 GC1933* NAD 83(1986)-  36 54 56.     (N)    087 47 20.     (W)     SCALED    
 GC1933* NAVD 88     -       139.10   (meters)     456.4    (feet)  RESET     
 GC1933  ___________________________________________________________________
 GC1933  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC1933
 GC1933  VERT ORDER  -  THIRD
 GC1933
 GC1933.The horizontal coordinates were scaled from a topographic map and have
 GC1933.an estimated accuracy of +/- 6 seconds.
 GC1933
 GC1933.The orthometric height was computed from unverified reset data.
 GC1933.No vertical observational check was made to the station.
 GC1933
 GC1933.The geoid height was determined by GEOID03.
 GC1933
 GC1933;                    North         East    Units  Estimated Accuracy
 GC1933;SPC KY1Z     - 1,066,600.    1,318,320.      MT  (+/- 180 meters Scaled)
 GC1933
 GC1933                          SUPERSEDED SURVEY CONTROL
 GC1933
 GC1933  NGVD 29 (10/08/05)  139.17   (m)          456.6    (f) RESET       3  
 GC1933
 GC1933.Superseded values are not recommended for survey control.
 GC1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1933.See file dsdata.txt to determine how the superseded data were derived.
 GC1933
 GC1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF297857(NAD 83)
 GC1933_MARKER: DB = BENCH MARK DISK
 GC1933_SETTING: 0 = UNSPECIFIED SETTING
 GC1933_STAMPING: I-24 T-18 2 KHD NO 3 1977
 GC1933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1933
 GC1933  HISTORY     - Date     Condition        Report By
 GC1933  HISTORY     - 1977     MONUMENTED       NGS
 GC1933
 GC1933                          STATION DESCRIPTION
 GC1933
 GC1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GC1933'2.0 MI SOUTH FROM WALLONIA.
 GC1933'1.5 MILES SOUTHEAST ALONG A PAVED ROAD FROM ITS INTERSECTION WITH
 GC1933'STATE HIGHWAY 276 AT THE SMALL SETTLEMENT OF WALLONIA, THENCE
 GC1933'SOUTHWEST ON STATE HIGHWAY 124 FOR 0.5 MILE TO A CROSSROAD,
 GC1933'THENCE NORTH ON THE PAVED ROAD FOR 0.75 MILE TO A FIELD ROAD LEFT,
 GC1933'THENCE SOUTHWEST ON FIELD ROAD FOR 0.25 MILE TO TOP OF HILL AND
 GC1933'THE MARK, 120 FEET SOUTH OF A 12-INCH CEDAR TREE, 1 FOOT SOUTH
 GC1933'OF THE NORTH RIGHT-OF-WAY FENCE LINE OF INTERSTATE HIGHWAY 24,
 GC1933'THE TOP OF A STANDARD PRE-CAST ALUMINUM REFERENCE MARK MONUMENT
 GC1933'WITH MAGNETS.
 GC1933'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1799 ***********************************************************************
 GC1799  DESIGNATION -  I24 T18 AZ MK
 GC1799  PID         -  GC1799
 GC1799  STATE/COUNTY-  KY/TRIGG
 GC1799  USGS QUAD   -  COBB (1983)
 GC1799
 GC1799                         *CURRENT SURVEY CONTROL
 GC1799  ___________________________________________________________________
 GC1799* NAD 83(1993)-  36 54 57.70453(N)    087 46 54.34411(W)     ADJUSTED  
 GC1799* NAVD 88     -       140.674  (meters)     461.53   (feet)  ADJUSTED  
 GC1799  ___________________________________________________________________
 GC1799  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 GC1799  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC1799  DYNAMIC HT  -         140.566 (meters)     461.17  (feet)  COMP
 GC1799  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 GC1799
 GC1799  HORZ ORDER  -  THIRD
 GC1799  VERT ORDER  -  SECOND    CLASS 0
 GC1799
 GC1799.The horizontal coordinates were established by classical geodetic methods
 GC1799.and adjusted by the National Geodetic Survey in December 1995..
 GC1799.No horizontal observational check was made to the station.
 GC1799
 GC1799.The orthometric height was determined by differential leveling
 GC1799.and adjusted by the National Geodetic Survey in June 1991..
 GC1799
 GC1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1799
 GC1799.The geoid height was determined by GEOID03.
 GC1799
 GC1799.The dynamic height is computed by dividing the NAVD 88
 GC1799.geopotential number by the normal gravity value computed on the
 GC1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1799.degrees latitude (g = 980.6199 gals.).
 GC1799
 GC1799.The modeled gravity was interpolated from observed gravity values.
 GC1799
 GC1799;                    North         East     Units Scale Factor Converg.
 GC1799;SPC KY1Z     - 1,066,642.391 1,318,957.061   MT  1.00004423   -1 14 50.7
 GC1799;SPC KY1Z     - 3,499,475.91  4,327,278.29   sFT  1.00004423   -1 14 50.7
 GC1799;SPC KY S     -   566,610.439   318,969.815   MT  0.99997186   -1 13 55.9
 GC1799;SPC KY S     - 1,858,954.42  1,046,486.80   sFT  0.99997186   -1 13 55.9
 GC1799;UTM  16      - 4,085,842.618   430,364.847   MT  0.99965974   -0 28 10.5
 GC1799
 GC1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1799!SPC KY1Z     -   0.99998251  x   1.00004423  =   1.00002674
 GC1799!SPC KY S     -   0.99998251  x   0.99997186  =   0.99995437
 GC1799!UTM  16      -   0.99998251  x   0.99965974  =   0.99964226
 GC1799
 GC1799:                Primary Azimuth Mark                     Grid Az
 GC1799:SPC KY1Z     -  I24 T18                                  269 03 27.5
 GC1799:SPC KY S     -  I24 T18                                  269 02 32.7
 GC1799:UTM  16      -  I24 T18                                  268 16 47.3
 GC1799
 GC1799|---------------------------------------------------------------------|
 GC1799| PID    Reference Object                     Distance      Geod. Az  |
 GC1799|                                                           dddmmss.s |
 GC1799| GC1796 I24 T18                             APPROX. 0.6 KM 2674836.8 |
 GC1799| GC1934 I24 T18 2                           APPROX. 0.6 KM 2680338.6 |
 GC1799|---------------------------------------------------------------------|
 GC1799
 GC1799                          SUPERSEDED SURVEY CONTROL
 GC1799
 GC1799  NAD 83(1986)-  36 54 57.71378(N)    087 46 54.34724(W) AD(       ) 3
 GC1799  NAD 27      -  36 54 57.53401(N)    087 46 54.29161(W) AD(       ) 3
 GC1799  NGVD 29 (??/??/92)  140.744  (m)          461.76   (f) ADJ UNCH    2 0
 GC1799
 GC1799.Superseded values are not recommended for survey control.
 GC1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1799.See file dsdata.txt to determine how the superseded data were derived.
 GC1799
 GC1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3036585843(NAD 83)
 GC1799_MARKER: DD = SURVEY DISK
 GC1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1799_STAMPING: I24-T18 1966
 GC1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1799+STABILITY: SURFACE MOTION
 GC1799
 GC1799  HISTORY     - Date     Condition        Report By
 GC1799  HISTORY     - 1966     MONUMENTED       KYHD
 GC1799
 GC1799                          STATION DESCRIPTION
 GC1799
 GC1799'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GC1799'2 MI S FROM WALLONIA.
 GC1799'ABOUT 1.50 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE JUNCTION
 GC1799'WITH STATE HIGHWAY 276 IN WALLONIA, KENTUCKY TO STATE HIGHWAY
 GC1799'124, THENCE, ABOUT 0.90 MILE SOUTHWEST ALONG STATE HIGHWAY 124
 GC1799'TO CROSSROAD, THENCE, ABOUT 0.20 MILE WEST ALONG PAVED ROAD TO
 GC1799'MARK ON RIGHT, 73.8 FEET NORTHEAST OF POWER POLE NO. 2, 43.8
 GC1799'FEET NORTHWEST OF ROAD INTERSECTION, 25.9 FEET NORTH OF CENTER
 GC1799'OF ROAD AND 1.8 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.
 GC1799'A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP
 GC1799'OF CONCRETE POST PROJECTING 6 INCHES AND STAMPED I24-T18 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1798 ***********************************************************************
 GC1798  DESIGNATION -  I24 T18 RM 1
 GC1798  PID         -  GC1798
 GC1798  STATE/COUNTY-  KY/TRIGG
 GC1798  USGS QUAD   -  COBB (1983)
 GC1798
 GC1798                         *CURRENT SURVEY CONTROL
 GC1798  ___________________________________________________________________
 GC1798* NAD 83(1986)-  36 54 56.     (N)    087 47 20.     (W)     SCALED    
 GC1798* NAVD 88     -       137.479  (meters)     451.05   (feet)  ADJUSTED  
 GC1798  ___________________________________________________________________
 GC1798  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC1798  DYNAMIC HT  -         137.373 (meters)     450.70  (feet)  COMP
 GC1798  MODELED GRAV-     979,858.6   (mgal)                       NAVD 88
 GC1798
 GC1798  VERT ORDER  -  SECOND    CLASS 0
 GC1798
 GC1798.The horizontal coordinates were scaled from a topographic map and have
 GC1798.an estimated accuracy of +/- 6 seconds.
 GC1798
 GC1798.The orthometric height was determined by differential leveling
 GC1798.and adjusted by the National Geodetic Survey in June 1991..
 GC1798
 GC1798.The geoid height was determined by GEOID03.
 GC1798
 GC1798.The dynamic height is computed by dividing the NAVD 88
 GC1798.geopotential number by the normal gravity value computed on the
 GC1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1798.degrees latitude (g = 980.6199 gals.).
 GC1798
 GC1798.The modeled gravity was interpolated from observed gravity values.
 GC1798
 GC1798;                    North         East    Units  Estimated Accuracy
 GC1798;SPC KY1Z     - 1,066,600.    1,318,320.      MT  (+/- 180 meters Scaled)
 GC1798
 GC1798                          SUPERSEDED SURVEY CONTROL
 GC1798
 GC1798  NGVD 29 (??/??/92)  137.48   (m)          451.0    (f) COMPUTED    2 0
 GC1798
 GC1798.Superseded values are not recommended for survey control.
 GC1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1798.See file dsdata.txt to determine how the superseded data were derived.
 GC1798
 GC1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF297857(NAD 83)
 GC1798_MARKER: DD = SURVEY DISK
 GC1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1798_STAMPING: I24-T18 NO 1 1966
 GC1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1798+STABILITY: SURFACE MOTION
 GC1798
 GC1798  HISTORY     - Date     Condition        Report By
 GC1798  HISTORY     - 1966     MONUMENTED       KYHD
 GC1798
 GC1798                          STATION DESCRIPTION
 GC1798
 GC1798'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GC1798'2 MI S FROM WALLONIA.
 GC1798'ABOUT 1.50 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE JUNCTION
 GC1798'WITH STATE HIGHWAY 276 IN WALLONIA, KENTUCKY TO STATE HIGHWAY
 GC1798'124, THENCE, ABOUT 0.90 MILE SOUTHWEST ALONG STATE HIGHWAY 124
 GC1798'TO CROSSROAD, THENCE, ABOUT 0.75 MILE WEST ALONG PAVED ROAD TO
 GC1798'PRIVATE DRIVE LEFT, THENCE, ABOUT 0.25 MILE SOUTH ALONG PRIVATE
 GC1798'DRIVE TO TOP OF HILL AT GROVE OF CEDARS AND END OF TRUCK TRAVEL,
 GC1798'200 FEET EAST OF PRIVATE DRIVE, 15 FEET SOUTHEAST OF 14 IN CEDAR
 GC1798'TREE, 12 FEET SOUTHWEST OF 10 IN CEDAR TREE AND 224 FEET EAST
 GC1798'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 GC1798'HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE POST
 GC1798'PROJECTING 6 INCHES AND STAMPED I24-T18 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1797 ***********************************************************************
 GC1797  DESIGNATION -  I24 T18 RM 2
 GC1797  PID         -  GC1797
 GC1797  STATE/COUNTY-  KY/TRIGG
 GC1797  USGS QUAD   -  COBB (1983)
 GC1797
 GC1797                         *CURRENT SURVEY CONTROL
 GC1797  ___________________________________________________________________
 GC1797* NAD 83(1986)-  36 54 56.     (N)    087 47 20.     (W)     SCALED    
 GC1797* NAVD 88     -       138.536  (meters)     454.51   (feet)  ADJUSTED  
 GC1797  ___________________________________________________________________
 GC1797  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC1797  DYNAMIC HT  -         138.430 (meters)     454.17  (feet)  COMP
 GC1797  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 GC1797
 GC1797  VERT ORDER  -  SECOND    CLASS 0
 GC1797
 GC1797.The horizontal coordinates were scaled from a topographic map and have
 GC1797.an estimated accuracy of +/- 6 seconds.
 GC1797
 GC1797.The orthometric height was determined by differential leveling
 GC1797.and adjusted by the National Geodetic Survey in June 1991..
 GC1797
 GC1797.The geoid height was determined by GEOID03.
 GC1797
 GC1797.The dynamic height is computed by dividing the NAVD 88
 GC1797.geopotential number by the normal gravity value computed on the
 GC1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1797.degrees latitude (g = 980.6199 gals.).
 GC1797
 GC1797.The modeled gravity was interpolated from observed gravity values.
 GC1797
 GC1797;                    North         East    Units  Estimated Accuracy
 GC1797;SPC KY1Z     - 1,066,600.    1,318,320.      MT  (+/- 180 meters Scaled)
 GC1797
 GC1797                          SUPERSEDED SURVEY CONTROL
 GC1797
 GC1797  NGVD 29 (??/??/92)  138.606  (m)          454.74   (f) ADJ UNCH    2 0
 GC1797
 GC1797.Superseded values are not recommended for survey control.
 GC1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1797.See file dsdata.txt to determine how the superseded data were derived.
 GC1797
 GC1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF297857(NAD 83)
 GC1797_MARKER: DD = SURVEY DISK
 GC1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1797_STAMPING: I24-T18 NO 2 1966
 GC1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1797+STABILITY: SURFACE MOTION
 GC1797
 GC1797  HISTORY     - Date     Condition        Report By
 GC1797  HISTORY     - 1966     MONUMENTED       KYHD
 GC1797
 GC1797                          STATION DESCRIPTION
 GC1797
 GC1797'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GC1797'2 MI S FROM WALLONIA.
 GC1797'ABOUT 1.50 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE JUNCTION
 GC1797'WITH STATE HIGHWAY 276 IN WALLONIA, KENTUCKY TO STATE HIGHWAY
 GC1797'124, THENCE, ABOUT 0.90 MILE SOUTHWEST ALONG STATE HIGHWAY 124
 GC1797'TO CROSSROAD, THENCE, ABOUT 0.75 MILE WEST ALONG PAVED ROAD TO
 GC1797'PRIVATE DRIVE LEFT, THENCE, ABOUT 0.25 MILE SOUTH ALONG PRIVATE
 GC1797'DRIVE TO TOP OF HILL AT GROVE OF CEDARS AND END OF TRUCK TRAVEL,
 GC1797'200 FEET EAST OF PRIVATE DRIVE, 22.4 FEET NORTH OF 16 IN CEDAR
 GC1797'TREE AND 2.5 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.
 GC1797'A KENTUCKY DEPARTMENT OF HIGHWAYS MARK DISK SET IN TOP OF
 GC1797'CONCRETE POST PROJECTING 6 INCHES AND STAMPED I24-T18 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1802 ***********************************************************************
 GC1802  DESIGNATION -  I24 T19
 GC1802  PID         -  GC1802
 GC1802  STATE/COUNTY-  KY/TRIGG
 GC1802  USGS QUAD   -  GRACEY (1974)
 GC1802
 GC1802                         *CURRENT SURVEY CONTROL
 GC1802  ___________________________________________________________________
 GC1802* NAD 83(1993)-  36 53 37.00676(N)    087 44 44.63751(W)     ADJUSTED  
 GC1802* NAVD 88     -       178.204  (meters)     584.66   (feet)  ADJUSTED  
 GC1802  ___________________________________________________________________
 GC1802  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 GC1802  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC1802  DYNAMIC HT  -         178.067 (meters)     584.21  (feet)  COMP
 GC1802  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 GC1802
 GC1802  HORZ ORDER  -  SECOND
 GC1802  VERT ORDER  -  SECOND    CLASS 0
 GC1802
 GC1802.The horizontal coordinates were established by classical geodetic methods
 GC1802.and adjusted by the National Geodetic Survey in December 1995..
 GC1802
 GC1802.The orthometric height was determined by differential leveling
 GC1802.and adjusted by the National Geodetic Survey in June 1991..
 GC1802
 GC1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1802
 GC1802.The geoid height was determined by GEOID03.
 GC1802
 GC1802.The dynamic height is computed by dividing the NAVD 88
 GC1802.geopotential number by the normal gravity value computed on the
 GC1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1802.degrees latitude (g = 980.6199 gals.).
 GC1802
 GC1802.The modeled gravity was interpolated from observed gravity values.
 GC1802
 GC1802;                    North         East     Units Scale Factor Converg.
 GC1802;SPC KY1Z     - 1,064,085.924 1,322,113.837   MT  1.00005080   -1 13 31.1
 GC1802;SPC KY1Z     - 3,491,088.57  4,337,635.15   sFT  1.00005080   -1 13 31.1
 GC1802;SPC KY S     -   564,054.994   322,127.030   MT  0.99997478   -1 12 37.2
 GC1802;SPC KY S     - 1,850,570.43  1,056,845.10   sFT  0.99997478   -1 12 37.2
 GC1802;UTM  16      - 4,083,330.216   433,554.785   MT  0.99965439   -0 26 51.7
 GC1802
 GC1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1802!SPC KY1Z     -   0.99997662  x   1.00005080  =   1.00002742
 GC1802!SPC KY S     -   0.99997662  x   0.99997478  =   0.99995141
 GC1802!UTM  16      -   0.99997662  x   0.99965439  =   0.99963102
 GC1802
 GC1802:                Primary Azimuth Mark                     Grid Az
 GC1802:SPC KY1Z     -  I24 T19 AZ MK                            014 44 45.2
 GC1802:SPC KY S     -  I24 T19 AZ MK                            014 43 51.3
 GC1802:UTM  16      -  I24 T19 AZ MK                            013 58 05.8
 GC1802
 GC1802|---------------------------------------------------------------------|
 GC1802| PID    Reference Object                     Distance      Geod. Az  |
 GC1802|                                                           dddmmss.s |
 GC1802| GC1805 I24 T19 AZ MK                                      0133114.1 |
 GC1802| GC1804 I24 T19 RM 1                         13.945 METERS 14525     |
 GC1802| GC1803 I24 T19 RM 2                         11.107 METERS 30915     |
 GC1802|---------------------------------------------------------------------|
 GC1802
 GC1802                          SUPERSEDED SURVEY CONTROL
 GC1802
 GC1802  NAD 83(1986)-  36 53 37.01585(N)    087 44 44.64064(W) AD(       ) 2
 GC1802  NAD 27      -  36 53 36.83696(N)    087 44 44.58645(W) AD(       ) 2
 GC1802  NGVD 29 (??/??/92)  178.271  (m)          584.88   (f) ADJ UNCH    2 0
 GC1802
 GC1802.Superseded values are not recommended for survey control.
 GC1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1802.See file dsdata.txt to determine how the superseded data were derived.
 GC1802
 GC1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3355583330(NAD 83)
 GC1802_MARKER: DD = SURVEY DISK
 GC1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1802_STAMPING: I24-T19 NO 2 1966
 GC1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1802+STABILITY: SURFACE MOTION
 GC1802
 GC1802  HISTORY     - Date     Condition        Report By
 GC1802  HISTORY     - 1966     MONUMENTED       KYHD
 GC1802  HISTORY     - 1966     GOOD             KYDT
 GC1802
 GC1802                          STATION DESCRIPTION
 GC1802
 GC1802'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GC1802'4.2 MI SE FROM WALLONIA.
 GC1802'ABOUT 4.15 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE INTERSECTION
 GC1802'WITH STATE HIGHWAY 276 IN WALLONIA, KENTUCKY (CROSSING STATE
 GC1802'HIGHWAY 124 AT 1.50 MILES) TO T ROAD LEFT LEADING TO EDWARDS
 GC1802'CEMETERY, THENCE, ABOUT 0.40 MILE NORTHEAST ALONG DIRT ROAD TO
 GC1802'TWO GATES ON RIGHT AND MARK ON RIGHT, 170 FEET NORTHWEST OF 16 IN
 GC1802'OAK TREE AND 131 FEET SOUTHEAST OF 8 IN HICKORY TREE BETWEEN
 GC1802'TWO GATES.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK
 GC1802'SET IN TOP OF CONCRETE POST PROJECTING 6 INCHES AND STAMPED
 GC1802'I24-T19 NO. 2 1966.
 GC1802
 GC1802                          STATION RECOVERY (1966)
 GC1802
 GC1802'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 GC1802'STATION IS LOCATED ABOUT 4.18 MILES SOUTHEAST OF WALLONIA,
 GC1802'KENTUCKY, TRIGG COUNTY.  IT IS IN AN OPEN FIELD ON LAND OWNED
 GC1802'BY LASTER HITE.
 GC1802'
 GC1802'TO REACH THE STATION FROM THE JUNCTION OF A PAVED ROAD AND STATE
 GC1802'HIGHWAY 276 IN WALLONIA, KENTUCKY GO SOUTHEAST ON PAVED ROAD FOR
 GC1802'4.15 MILES CROSSING STATE HIGHWAY 124 AT 1.50 MILES TO T ROAD LEFT
 GC1802'LEADING TO EDWARDS CEMETERY.  TURN LEFT AND GO NORTHEAST ON DIRT
 GC1802'ROAD FOR 0.40 MILE TO TWO GATES ON RIGHT* AND STATION ON RIGHT.
 GC1802'
 GC1802'STATION MARK IS 167 FEET SOUTHEAST OF 8 IN HICKORY TREE AND
 GC1802'134 FEET NORTHWEST OF 16 IN RED OAK TREE.  THE MARK PROJECTS 6
 GC1802'INCHES AND IS STAMPED I24-T19 1966.
 GC1802'
 GC1802'REFERENCE MARK NO. 1 IS 45.75 FEET SOUTHEAST OF STATION, 213 FEET
 GC1802'SOUTHEAST OF 8 IN HICKORY TREE AND 88.8 FEET NORTHWEST OF 16 IN RED
 GC1802'OAK TREE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED I24-T19 NO. 1
 GC1802'1966.
 GC1802'
 GC1802'REFERENCE MARK NO. 2 IS 36.44 FEET NORTHWEST OF STATION, 170 FEET
 GC1802'NORTHWEST OF 16 IN OAK TREE AND 131 FEET SOUTHEAST OF 8 IN HICKORY
 GC1802'TREE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED I24-T19 NO. 2
 GC1802'1966.
 GC1802'
 GC1802'AZIMUTH MARK IS ABOUT 0.30 MILE NORTHEAST OF STATION, 67.2 FEET
 GC1802'SOUTHWEST OF SOUTHWEST CORNER OF ONE STORY FRAME HOUSE, 46.6 FEET
 GC1802'WEST OF 20 IN MAPLE TREE, 41.7 FEET EAST OF 36 IN RED OAK TREE
 GC1802'AND 2.0 FEET NORTH OF METAL WITNESS POST AND SIGN.
 GC1802'
 GC1802'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT
 GC1802'AHEAD NORTHEAST ON DIRT ROAD FOR 0.30 MILE TO ONE STORY FRAME
 GC1802'HOUSE ON RIGHT AND AZIMUTH ON RIGHT.
 GC1802'
 GC1802'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC1802'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GC1802'
 GC1802'HEIGHT OF LIGHT ABOVE STATION MARK 15.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1805 ***********************************************************************
 GC1805  DESIGNATION -  I24 T19 AZ MK
 GC1805  PID         -  GC1805
 GC1805  STATE/COUNTY-  KY/TRIGG
 GC1805  USGS QUAD   -  GRACEY (1974)
 GC1805
 GC1805                         *CURRENT SURVEY CONTROL
 GC1805  ___________________________________________________________________
 GC1805* NAD 83(1986)-  36 53 52.     (N)    087 44 39.     (W)     SCALED    
 GC1805* NAVD 88     -       175.582  (meters)     576.06   (feet)  ADJUSTED  
 GC1805  ___________________________________________________________________
 GC1805  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC1805  DYNAMIC HT  -         175.447 (meters)     575.61  (feet)  COMP
 GC1805  MODELED GRAV-     979,855.9   (mgal)                       NAVD 88
 GC1805
 GC1805  VERT ORDER  -  SECOND    CLASS 0
 GC1805
 GC1805.The horizontal coordinates were scaled from a topographic map and have
 GC1805.an estimated accuracy of +/- 6 seconds.
 GC1805
 GC1805.The orthometric height was determined by differential leveling
 GC1805.and adjusted by the National Geodetic Survey in June 1991..
 GC1805
 GC1805.The geoid height was determined by GEOID03.
 GC1805
 GC1805.The dynamic height is computed by dividing the NAVD 88
 GC1805.geopotential number by the normal gravity value computed on the
 GC1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1805.degrees latitude (g = 980.6199 gals.).
 GC1805
 GC1805.The modeled gravity was interpolated from observed gravity values.
 GC1805
 GC1805;                    North         East    Units  Estimated Accuracy
 GC1805;SPC KY1Z     - 1,064,550.    1,322,260.      MT  (+/- 180 meters Scaled)
 GC1805
 GC1805                          SUPERSEDED SURVEY CONTROL
 GC1805
 GC1805  NGVD 29 (??/??/92)  175.649  (m)          576.28   (f) ADJ UNCH    2 0
 GC1805
 GC1805.Superseded values are not recommended for survey control.
 GC1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1805.See file dsdata.txt to determine how the superseded data were derived.
 GC1805
 GC1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF336837(NAD 83)
 GC1805_MARKER: DD = SURVEY DISK
 GC1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1805_STAMPING: I24-T19 1966
 GC1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1805+STABILITY: SURFACE MOTION
 GC1805
 GC1805  HISTORY     - Date     Condition        Report By
 GC1805  HISTORY     - 1966     MONUMENTED       KYHD
 GC1805
 GC1805                          STATION DESCRIPTION
 GC1805
 GC1805'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GC1805'3.8 MI SE FROM WALLONIA.
 GC1805'ABOUT 4.15 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE INTERSECTION
 GC1805'WITH STATE HIGHWAY 276 IN WALLONIA, KENTUCKY (CROSSING STATE
 GC1805'HIGHWAY 124 AT 105 MILES) TO T ROAD LEFT LEADING TO EDWARDS
 GC1805'CEMETERY, THENCE, ABOUT 0.70 MILE NORTHEAST ALONG DIRT ROAD TO
 GC1805'HOUSE ON RIGHT AND MARK ON RIGHT, 67.2 FEET SOUTHWEST OF SOUTHWEST
 GC1805'CORNER OF A ONE STORY FRAME HOUSE, 46.6 FEET WEST OF 20 IN MAPLE
 GC1805'TREE, 41.7 FEET EAST OF 36 IN RED OAK TREE AND 2.0 FEET NORTH
 GC1805'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GC1805'AZIMUTH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 6 INCHES
 GC1805'AND STAMPED I24-T19 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1804 ***********************************************************************
 GC1804  DESIGNATION -  I24 T19 RM 1
 GC1804  PID         -  GC1804
 GC1804  STATE/COUNTY-  KY/TRIGG
 GC1804  USGS QUAD   -  GRACEY (1974)
 GC1804
 GC1804                         *CURRENT SURVEY CONTROL
 GC1804  ___________________________________________________________________
 GC1804* NAD 83(1986)-  36 53 36.     (N)    087 44 44.     (W)     SCALED    
 GC1804* NAVD 88     -       178.119  (meters)     584.38   (feet)  ADJUSTED  
 GC1804  ___________________________________________________________________
 GC1804  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC1804  DYNAMIC HT  -         177.981 (meters)     583.93  (feet)  COMP
 GC1804  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 GC1804
 GC1804  VERT ORDER  -  SECOND    CLASS 0
 GC1804
 GC1804.The horizontal coordinates were scaled from a topographic map and have
 GC1804.an estimated accuracy of +/- 6 seconds.
 GC1804
 GC1804.The orthometric height was determined by differential leveling
 GC1804.and adjusted by the National Geodetic Survey in June 1991..
 GC1804
 GC1804.The geoid height was determined by GEOID03.
 GC1804
 GC1804.The dynamic height is computed by dividing the NAVD 88
 GC1804.geopotential number by the normal gravity value computed on the
 GC1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1804.degrees latitude (g = 980.6199 gals.).
 GC1804
 GC1804.The modeled gravity was interpolated from observed gravity values.
 GC1804
 GC1804;                    North         East    Units  Estimated Accuracy
 GC1804;SPC KY1Z     - 1,064,060.    1,322,130.      MT  (+/- 180 meters Scaled)
 GC1804
 GC1804                          SUPERSEDED SURVEY CONTROL
 GC1804
 GC1804  NGVD 29 (??/??/92)  178.185  (m)          584.60   (f) ADJ UNCH    2 0
 GC1804
 GC1804.Superseded values are not recommended for survey control.
 GC1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1804.See file dsdata.txt to determine how the superseded data were derived.
 GC1804
 GC1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF335832(NAD 83)
 GC1804_MARKER: DD = SURVEY DISK
 GC1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1804_STAMPING: I24-T19 NO 1 1966
 GC1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1804+STABILITY: SURFACE MOTION
 GC1804
 GC1804  HISTORY     - Date     Condition        Report By
 GC1804  HISTORY     - 1966     MONUMENTED       KYHD
 GC1804
 GC1804                          STATION DESCRIPTION
 GC1804
 GC1804'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GC1804'4.2 MI SE FROM WALLONIA.
 GC1804'ABOUT 4.15 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE INTERSECTION
 GC1804'WITH STATE HIGHWAY 276 IN WALLONIA, KENTUCKY (CROSSING STATE
 GC1804'HIGHWAY 124 AT 1.50 MILES) TO T ROAD LEFT LEADING TO EDWARDS
 GC1804'CEMETERY, THENCE, ABOUT 0.40 MILE NORTHEAST ALONG DIRT ROAD TO
 GC1804'TWO GATES ON RIGHT AND MARK ON RIGHT, 213 FEET SOUTHEAST OF 8 IN
 GC1804'HICKORY TREE AND 88.8 FEET NORTHWEST OF 16 IN RED OAK TREE.  A
 GC1804'KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP
 GC1804'OF CONCRETE POST PROJECTING 6 INCHES AND STAMPED I24-T19 NO. 1
 GC1804'1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1803 ***********************************************************************
 GC1803  DESIGNATION -  I24 T19 RM 2
 GC1803  PID         -  GC1803
 GC1803  STATE/COUNTY-  KY/TRIGG
 GC1803  USGS QUAD   -  GRACEY (1974)
 GC1803
 GC1803                         *CURRENT SURVEY CONTROL
 GC1803  ___________________________________________________________________
 GC1803* NAD 83(1986)-  36 53 36.     (N)    087 44 44.     (W)     SCALED    
 GC1803* NAVD 88     -       178.057  (meters)     584.18   (feet)  ADJUSTED  
 GC1803  ___________________________________________________________________
 GC1803  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC1803  DYNAMIC HT  -         177.919 (meters)     583.72  (feet)  COMP
 GC1803  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 GC1803
 GC1803  VERT ORDER  -  SECOND    CLASS 0
 GC1803
 GC1803.The horizontal coordinates were scaled from a topographic map and have
 GC1803.an estimated accuracy of +/- 6 seconds.
 GC1803
 GC1803.The orthometric height was determined by differential leveling
 GC1803.and adjusted by the National Geodetic Survey in June 1991..
 GC1803
 GC1803.The geoid height was determined by GEOID03.
 GC1803
 GC1803.The dynamic height is computed by dividing the NAVD 88
 GC1803.geopotential number by the normal gravity value computed on the
 GC1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1803.degrees latitude (g = 980.6199 gals.).
 GC1803
 GC1803.The modeled gravity was interpolated from observed gravity values.
 GC1803
 GC1803;                    North         East    Units  Estimated Accuracy
 GC1803;SPC KY1Z     - 1,064,060.    1,322,130.      MT  (+/- 180 meters Scaled)
 GC1803
 GC1803                          SUPERSEDED SURVEY CONTROL
 GC1803
 GC1803  NGVD 29 (??/??/92)  178.123  (m)          584.39   (f) ADJ UNCH    2 0
 GC1803
 GC1803.Superseded values are not recommended for survey control.
 GC1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1803.See file dsdata.txt to determine how the superseded data were derived.
 GC1803
 GC1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF335832(NAD 83)
 GC1803_MARKER: DD = SURVEY DISK
 GC1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1803_STAMPING: I24-T19 1966
 GC1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1803+STABILITY: SURFACE MOTION
 GC1803
 GC1803  HISTORY     - Date     Condition        Report By
 GC1803  HISTORY     - 1966     MONUMENTED       KYHD
 GC1803
 GC1803                          STATION DESCRIPTION
 GC1803
 GC1803'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GC1803'4.2 MI SE FROM WALLONIA.
 GC1803'ABOUT 4.15 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE INTERSECTION
 GC1803'WITH STATE HIGHWAY 276 IN WALLONIA, KENTUCKY (CROSSING STATE
 GC1803'HIGHWAY 124 AT 1.50 MILES) TO T ROAD LEFT LEADING TO EDWARDS
 GC1803'CEMETERY, THENCE, ABOUT 0.40 MILE NORTHEAST ALONG DIRT ROAD TO TWO
 GC1803'GATES ON RIGHT AND MARK ON RIGHT, 167 FEET SOUTHEAST OF 8 IN
 GC1803'HICKORY TREE AND 134 FEET NORTHWEST OF 16 IN RED OAK TREE.  A
 GC1803'KENTUCKY DEPARTMENT OF HIGHWAYS TRAVERSE MARK DISK SET IN TOP
 GC1803'OF CONCRETE POST PROJECTING 6 INCHES AND STAMPED I24-T19 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1556 ***********************************************************************
 HB1556  DESIGNATION -  I24 T2
 HB1556  PID         -  HB1556
 HB1556  STATE/COUNTY-  KY/MCCRACKEN
 HB1556  USGS QUAD   -  PADUCAH WEST (1982)
 HB1556
 HB1556                         *CURRENT SURVEY CONTROL
 HB1556  ___________________________________________________________________
 HB1556* NAD 83(1993)-  37 02 33.79166(N)    088 38 34.54925(W)     ADJUSTED  
 HB1556* NAVD 88     -       143.0    (meters)     469.     (feet)  VERTCON   
 HB1556  ___________________________________________________________________
 HB1556  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 HB1556  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 HB1556
 HB1556  HORZ ORDER  -  SECOND
 HB1556
 HB1556.The horizontal coordinates were established by classical geodetic methods
 HB1556.and adjusted by the National Geodetic Survey in December 1995..
 HB1556
 HB1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1556
 HB1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1556
 HB1556.The geoid height was determined by GEOID03.
 HB1556
 HB1556;                    North         East     Units Scale Factor Converg.
 HB1556;SPC KY1Z     - 1,082,720.448 1,242,678.219   MT  1.00000997   -1 46 34.1
 HB1556;SPC KY1Z     - 3,552,225.34  4,077,020.12   sFT  1.00000997   -1 46 34.1
 HB1556;SPC KY S     -   582,662.922   242,690.522   MT  0.99995826   -1 45 16.0
 HB1556;SPC KY S     - 1,911,619.94    796,227.15   sFT  0.99995826   -1 45 16.0
 HB1556;UTM  16      - 4,100,873.543   353,894.798   MT  0.99986297   -0 59 23.6
 HB1556
 HB1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1556!SPC KY1Z     -   0.99998203  x   1.00000997  =   0.99999200
 HB1556!SPC KY S     -   0.99998203  x   0.99995826  =   0.99994029
 HB1556!UTM  16      -   0.99998203  x   0.99986297  =   0.99984500
 HB1556
 HB1556|---------------------------------------------------------------------|
 HB1556| PID    Reference Object                     Distance      Geod. Az  |
 HB1556|                                                           dddmmss.s |
 HB1556| CI3909 I24 T2 RM 1                          25.420 METERS 01452     |
 HB1556| CI3910 I24 T2 RM 2                          18.990 METERS 08638     |
 HB1556| CI3908 I24 T2 AZ MK                                       1955631.4 |
 HB1556| HB1552 PADUCAH TV STATION WPSD MAST        APPROX. 0.7 KM 3504641.8 |
 HB1556|---------------------------------------------------------------------|
 HB1556
 HB1556                          SUPERSEDED SURVEY CONTROL
 HB1556
 HB1556  NAD 83(1986)-  37 02 33.79698(N)    088 38 34.55576(W) AD(       ) 2
 HB1556  NAD 27      -  37 02 33.59244(N)    088 38 34.36372(W) AD(       ) 2
 HB1556  NGVD 29 (07/19/86)  143.0    (m)          469.     (f) VERT ANG       
 HB1556
 HB1556.Superseded values are not recommended for survey control.
 HB1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1556.See file dsdata.txt to determine how the superseded data were derived.
 HB1556
 HB1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5389500874(NAD 83)
 HB1556_MARKER: DD = SURVEY DISK
 HB1556_SETTING: 0 = UNSPECIFIED SETTING
 HB1556
 HB1556  HISTORY     - Date     Condition        Report By
 HB1556  HISTORY     - 1966     MONUMENTED       KYDT
 HB1556
 HB1556                          STATION DESCRIPTION
 HB1556
 HB1556'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 HB1556'STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF PADUCHA,
 HB1556'KENTUCKY ON LAND OWNED BY MR. JAMES REEVES.
 HB1556'
 HB1556'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 45
 HB1556'AND U.S. HIGHWAY 62 GO SOUTHWEST ON U.S. HIGHWAY 45 FOR 1.80
 HB1556'MILES TO JUNCTION WITH BLEICH STREET.  TURN LEFT AND GO EAST ON
 HB1556'BLEICH STREET FOR 0.8 MILE TO FARM ROAD LEFT AND AZIMUTH ON
 HB1556'LEFT.  CONTINUE NORTH ON FARM ROAD FOR 0.2 MILE TO TRANSMISSION
 HB1556'LINE.  TURN LEFT AND GO WEST FOR 0.1 MILE TO T.V.A. TRANSMISSION
 HB1556'TOWER AND STATION ON RIGHT.
 HB1556'
 HB1556'STATION MARK IS 86.1 FEET NORTHEAST OF NORTHEAST LEG OF
 HB1556'T.V.A. TRANSMISSION TOWER AND 1.6 FEET EAST OF METAL WITNESS POST
 HB1556'AND SIGN.  THE MARK IS FLUSH AND IS STAMPED I24-T2 1966.
 HB1556'
 HB1556'REFERENCE MARK NO.1 IS 83.41 FEET SOUTHWEST OF STATION AND 2.2
 HB1556'FEET NORTHEAST OF NORTHEAST LEG OF T.V.A. TRANSMISSION TOWER.  THE
 HB1556'MARK IS FLUSH AND IS STAMPED I24-T2 NO. 1 1966.
 HB1556'
 HB1556'REFERENCE MARK NO. 2 IS 62.30 FEET NORTHWEST OF STATION, 89.4
 HB1556'FEET NORTH OF THE NORTHEAST LEG OF T.V.A. TRANSMISSION TOWER AND
 HB1556'60.9 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK IS
 HB1556'FLUSH AND IS STAMPED I24-T2 NO. 2 1966.
 HB1556'
 HB1556'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH OF STATION, 71.8 FEET
 HB1556'NORTHWEST OF THE CENTERLINE OF FARM ROAD, 27.0 FEET NORTHEAST OF THE
 HB1556'CENTER OF BLEICH ROAD AND 2.25 FEET SOUTH OF METAL WITNESS POST
 HB1556'AND SIGN.  THE MARK PROJECTS 4 INCHES AND IS STAMPED I24-T2 1966.
 HB1556'
 HB1556'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HB1556'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HB1556'
 HB1556'HEIGHT OF LIGHT ABOVE STATION MARK 15.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2658 ***********************************************************************
 GC2658  DESIGNATION -  I24 T20
 GC2658  PID         -  GC2658
 GC2658  STATE/COUNTY-  KY/TRIGG
 GC2658  USGS QUAD   -  CALEDONIA (1981)
 GC2658
 GC2658                         *CURRENT SURVEY CONTROL
 GC2658  ___________________________________________________________________
 GC2658* NAD 83(1993)-  36 52 04.72203(N)    087 42 13.97416(W)     ADJUSTED  
 GC2658* NAVD 88     -       162.44   (+/-2cm)     532.9    (feet)  VERTCON   
 GC2658  ___________________________________________________________________
 GC2658  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 GC2658  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2658
 GC2658  HORZ ORDER  -  SECOND
 GC2658  VERT ORDER  -  THIRD ? (See Below)
 GC2658
 GC2658.The horizontal coordinates were established by classical geodetic methods
 GC2658.and adjusted by the National Geodetic Survey in December 1995..
 GC2658
 GC2658.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2658.The vertical order pertains to the NGVD 29 superseded value.
 GC2658
 GC2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2658
 GC2658.The geoid height was determined by GEOID03.
 GC2658
 GC2658;                    North         East     Units Scale Factor Converg.
 GC2658;SPC KY1Z     - 1,061,162.639 1,325,784.035   MT  1.00005849   -1 11 58.6
 GC2658;SPC KY1Z     - 3,481,497.76  4,349,676.45   sFT  1.00005849   -1 11 58.6
 GC2658;SPC KY S     -   561,132.885   325,797.697   MT  0.99997829   -1 11 05.8
 GC2658;SPC KY S     - 1,840,983.47  1,068,887.94   sFT  0.99997829   -1 11 05.8
 GC2658;UTM  16      - 4,080,458.157   437,262.815   MT  0.99964849   -0 25 20.4
 GC2658
 GC2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2658!SPC KY1Z     -   0.99997910  x   1.00005849  =   1.00003759
 GC2658!SPC KY S     -   0.99997910  x   0.99997829  =   0.99995739
 GC2658!UTM  16      -   0.99997910  x   0.99964849  =   0.99962760
 GC2658
 GC2658:                Primary Azimuth Mark                     Grid Az
 GC2658:SPC KY1Z     -  I24 T20 AZ MK                            151 56 25.9
 GC2658:SPC KY S     -  I24 T20 AZ MK                            151 55 33.1
 GC2658:UTM  16      -  I24 T20 AZ MK                            151 09 47.7
 GC2658
 GC2658|---------------------------------------------------------------------|
 GC2658| PID    Reference Object                     Distance      Geod. Az  |
 GC2658|                                                           dddmmss.s |
 GC2658| GC1809 I24 T20 AZ MK                                      1504427.3 |
 GC2658| GC1807 I24 T20 RM 1                         32.486 METERS 24716     |
 GC2658| GC1808 I24 T20 RM 2                         31.583 METERS 30646     |
 GC2658| GC1802 I24 T19                             APPROX. 4.7 KM 3072013.8 |
 GC2658|---------------------------------------------------------------------|
 GC2658
 GC2658                          SUPERSEDED SURVEY CONTROL
 GC2658
 GC2658  NAD 83(1986)-  36 52 04.73112(N)    087 42 13.97680(W) AD(       ) 2
 GC2658  NAD 27      -  36 52 04.55430(N)    087 42 13.92582(W) AD(       ) 2
 GC2658  NGVD 29 (07/19/86)  162.51   (m)          533.2    (f) LEVELING    3  
 GC2658
 GC2658.Superseded values are not recommended for survey control.
 GC2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2658.See file dsdata.txt to determine how the superseded data were derived.
 GC2658
 GC2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3726380458(NAD 83)
 GC2658_MARKER: DD = SURVEY DISK
 GC2658_SETTING: 0 = UNSPECIFIED SETTING
 GC2658
 GC2658  HISTORY     - Date     Condition        Report By
 GC2658  HISTORY     - 1967     MONUMENTED       KYDT
 GC2658
 GC2658                          STATION DESCRIPTION
 GC2658
 GC2658'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1967 (HB)
 GC2658'STATION IS LOCATED ABOUT 2.47 MILES SOUTHWEST OF GRACEY,
 GC2658'KENTUCKY, CHRISTIAN COUNTY.  IT IS IN AN OPEN FIELD ON LAND
 GC2658'OWNED BY MR. KENNETH ROGERS.
 GC2658'
 GC2658'TO REACH THE STATION FROM POST OFFICE IN GRACEY, KENTUCKY GO EAST
 GC2658'ON U.S. HIGHWAY 68 FOR 0.06 MILE TO JUNCTION WITH STATE HIGHWAY 117
 GC2658'RIGHT.  TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 117 FOR 0.25
 GC2658'MILE TO PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON PAVED
 GC2658'ROAD FOR 2.30 MILES TO PRIVATE DRIVE RIGHT AND AZIMUTH ON LEFT.
 GC2658'TURN RIGHT AND GO NORTH AND WEST ON PRIVATE DRIVE FOR 0.50 MILE
 GC2658'TO TENANT HOUSE ON RIGHT AND STATION ON LEFT.
 GC2658'
 GC2658'STATION MARK IS 141.7 FEET SOUTHEAST OF SOUTHEAST CORNER OF BARN,
 GC2658'107.6 FEET NORTHEAST OF SOUTHEAST CORNER OF ONE STORY FRAME HOUSE
 GC2658'AND 75.4 FEET EAST OF 24 IN MAPLE TREE.  THE MARK IS 18 INCHES
 GC2658'UNDERGROUND AND IS STAMPED I24-T20 1967.
 GC2658'
 GC2658'REFERENCE MARK NO. 1 IS 106.58 FEET SOUTHWEST OF STATION, 70.1
 GC2658'FEET NORTHEAST OF POWER POLE, 32.6 FEET SOUTHWEST OF 24 IN MAPLE
 GC2658'TREE AND 2.8 FEET SOUTHEAST OF SOUTHEAST CORNER OF ONE STORY FRAME
 GC2658'HOUSE.  THE MARK IS FLUSH AND IS STAMPED I24-T20 NO. 1 1967.
 GC2658'
 GC2658'REFERENCE MARK NO. 2 IS 103.62 FEET NORTHWEST OF STATION AND 0.7
 GC2658'FOOT NORTHWEST OF CONCRETE BASE OF METAL GRAIN BIN.  THE MARK
 GC2658'PROJECTS 6 INCHES AND IS STAMPED I24-T20 NO. 2 1967.
 GC2658'
 GC2658'AZIMUTH MARK IS ABOUT 0.15 MILE SOUTHEAST OF STATION, 73.8 FEET
 GC2658'WEST OF 24 IN MAPLE TREE, 70.0 FEET SOUTHWEST OF CENTER OF ROAD AND
 GC2658'DRIVE INTERSECTION, 3.6 FEET NORTHWEST OF FENCE CORNER AND 2.5 FEET
 GC2658'NORTH OF METAL WITNESS POST AND SIGN ON BANK ABOUT 4 FEET HIGHER
 GC2658'THAN ROAD.  THE MARK PROJECTS 6 INCHES AND IS STAMPED I24-T20
 GC2658'1967.
 GC2658'
 GC2658'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC2658'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GC2658'
 GC2658'HEIGHT OF LIGHT ABOVE STATION MARK 15.96 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1809 ***********************************************************************
 GC1809  DESIGNATION -  I24 T20 AZ MK
 GC1809  PID         -  GC1809
 GC1809  STATE/COUNTY-  KY/TRIGG
 GC1809  USGS QUAD   -  CALEDONIA (1981)
 GC1809
 GC1809                         *CURRENT SURVEY CONTROL
 GC1809  ___________________________________________________________________
 GC1809* NAD 83(1986)-  36 51 57.     (N)    087 42 08.     (W)     SCALED    
 GC1809* NAVD 88     -       162.441  (meters)     532.94   (feet)  ADJUSTED  
 GC1809  ___________________________________________________________________
 GC1809  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1809  DYNAMIC HT  -         162.315 (meters)     532.53  (feet)  COMP
 GC1809  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 GC1809
 GC1809  VERT ORDER  -  SECOND    CLASS 0
 GC1809
 GC1809.The horizontal coordinates were scaled from a topographic map and have
 GC1809.an estimated accuracy of +/- 6 seconds.
 GC1809
 GC1809.The orthometric height was determined by differential leveling
 GC1809.and adjusted by the National Geodetic Survey in June 1991..
 GC1809
 GC1809.The geoid height was determined by GEOID03.
 GC1809
 GC1809.The dynamic height is computed by dividing the NAVD 88
 GC1809.geopotential number by the normal gravity value computed on the
 GC1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1809.degrees latitude (g = 980.6199 gals.).
 GC1809
 GC1809.The modeled gravity was interpolated from observed gravity values.
 GC1809
 GC1809;                    North         East    Units  Estimated Accuracy
 GC1809;SPC KY1Z     - 1,060,920.    1,325,930.      MT  (+/- 180 meters Scaled)
 GC1809
 GC1809                          SUPERSEDED SURVEY CONTROL
 GC1809
 GC1809  NGVD 29 (??/??/92)  162.510  (m)          533.17   (f) ADJ UNCH    2 0
 GC1809
 GC1809.Superseded values are not recommended for survey control.
 GC1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1809.See file dsdata.txt to determine how the superseded data were derived.
 GC1809
 GC1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF374802(NAD 83)
 GC1809_MARKER: DD = SURVEY DISK
 GC1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1809_STAMPING: I-24 T-20 1967
 GC1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1809+STABILITY: SURFACE MOTION
 GC1809
 GC1809  HISTORY     - Date     Condition        Report By
 GC1809  HISTORY     - 1967     MONUMENTED       KYHD
 GC1809  HISTORY     - 1968     GOOD             KYHD
 GC1809
 GC1809                          STATION DESCRIPTION
 GC1809
 GC1809'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GC1809'1.8 MI SW FROM GRACEY.
 GC1809'ABOUT 0.06 MILE EAST ALONG U.S. HGWY. 68 FROM POST OFFICE IN
 GC1809'GRACEY TO KY. HGWY 117 RT. THENCE, ABOUT 0.25 MILE SOUTH EAST
 GC1809'ALONG HGWY 117 TO A PAVED RD. RT. THENCE, ABOUT 2.30 MILES SOUTH WEST
 GC1809'ALONG PAVED RD. TO MARK, 73.80 FEET WEST OF 24 IN MAPLE TREE,
 GC1809'70.00 FEET SOUTH WEST OF CENTER OF RD. AND DRIVE INTERSECTION, 3.60
 GC1809'FEET NORTH WEST OF FENCE CORNER AND 2.50 FEET NORTH OF METAL
 GC1809'WITNESS POST AND SIGN ON BANK ABOUT 4 FEET HIGHER THAN ROAD.
 GC1809'A KENTUCKY DEPARTMENT OF HIGHWAYS DISK SET IN TOP OF CONCRETE
 GC1809'POST PROJECTING 6 INCHES AND STAMPED I24 T-20 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1807 ***********************************************************************
 GC1807  DESIGNATION -  I24 T20 RM 1
 GC1807  PID         -  GC1807
 GC1807  STATE/COUNTY-  KY/TRIGG
 GC1807  USGS QUAD   -  CALEDONIA (1981)
 GC1807
 GC1807                         *CURRENT SURVEY CONTROL
 GC1807  ___________________________________________________________________
 GC1807* NAD 83(1986)-  36 52 04.     (N)    087 42 13.     (W)     SCALED    
 GC1807* NAVD 88     -       165.730  (meters)     543.73   (feet)  ADJUSTED  
 GC1807  ___________________________________________________________________
 GC1807  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1807  DYNAMIC HT  -         165.601 (meters)     543.31  (feet)  COMP
 GC1807  MODELED GRAV-     979,851.4   (mgal)                       NAVD 88
 GC1807
 GC1807  VERT ORDER  -  SECOND    CLASS 0
 GC1807
 GC1807.The horizontal coordinates were scaled from a topographic map and have
 GC1807.an estimated accuracy of +/- 6 seconds.
 GC1807
 GC1807.The orthometric height was determined by differential leveling
 GC1807.and adjusted by the National Geodetic Survey in June 1991..
 GC1807
 GC1807.The geoid height was determined by GEOID03.
 GC1807
 GC1807.The dynamic height is computed by dividing the NAVD 88
 GC1807.geopotential number by the normal gravity value computed on the
 GC1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1807.degrees latitude (g = 980.6199 gals.).
 GC1807
 GC1807.The modeled gravity was interpolated from observed gravity values.
 GC1807
 GC1807;                    North         East    Units  Estimated Accuracy
 GC1807;SPC KY1Z     - 1,061,140.    1,325,810.      MT  (+/- 180 meters Scaled)
 GC1807
 GC1807                          SUPERSEDED SURVEY CONTROL
 GC1807
 GC1807  NGVD 29 (??/??/92)  165.800  (m)          543.96   (f) ADJ UNCH    2 0
 GC1807
 GC1807.Superseded values are not recommended for survey control.
 GC1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1807.See file dsdata.txt to determine how the superseded data were derived.
 GC1807
 GC1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF372804(NAD 83)
 GC1807_MARKER: DD = SURVEY DISK
 GC1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1807_STAMPING: I-24 T-20 NO 1 1967
 GC1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1807+STABILITY: SURFACE MOTION
 GC1807
 GC1807  HISTORY     - Date     Condition        Report By
 GC1807  HISTORY     - 1967     MONUMENTED       KYHD
 GC1807  HISTORY     - 1968     GOOD             PAS
 GC1807
 GC1807                          STATION DESCRIPTION
 GC1807
 GC1807'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GC1807'2.4 MI SW FROM GRACEY.
 GC1807'ABOUT 0.06 MILE EAST ALONG U.S. HGWY 68 FROM POST OFFICE IN GRACEY
 GC1807'TO STATE HGWY 117 RIGHT THENCE, ABOUT 0.25 MILE SOUTH EAST ALONG
 GC1807'HGWY 117 TO A PAVED RD. RT. THENCE, ABOUT 2.30 MILES SOUTH WEST
 GC1807'ALONG PAVED RD. TO PRIVATE DRIVE RT. THENCE, ABOUT 0.70 MILE
 GC1807'NORTH ALONG PRIVATE DRIVE TO STATION, 70.1 FEET NORTH EAST OF
 GC1807'POWER POLE, 32.6 FEET SOUTH WEST OF 24 IN MAPLE TREE, 2.8 FEET
 GC1807'SOUTH EAST OF SE COR. OF 1 STORY FRAME HOUSE.  A KENTUCKY
 GC1807'DEPARTMENT OF HIGHWAYS DISK SET IN TOP OF CONCRETE POST FLUSH WITH
 GC1807'GROUND AND STAMPED I24 T20 NO. 1 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1808 ***********************************************************************
 GC1808  DESIGNATION -  I24 T20 RM 2
 GC1808  PID         -  GC1808
 GC1808  STATE/COUNTY-  KY/TRIGG
 GC1808  USGS QUAD   -  CALEDONIA (1981)
 GC1808
 GC1808                         *CURRENT SURVEY CONTROL
 GC1808  ___________________________________________________________________
 GC1808* NAD 83(1986)-  36 52 04.     (N)    087 42 13.     (W)     SCALED    
 GC1808* NAVD 88     -       165.374  (meters)     542.56   (feet)  ADJUSTED  
 GC1808  ___________________________________________________________________
 GC1808  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1808  DYNAMIC HT  -         165.245 (meters)     542.14  (feet)  COMP
 GC1808  MODELED GRAV-     979,851.4   (mgal)                       NAVD 88
 GC1808
 GC1808  VERT ORDER  -  SECOND    CLASS 0
 GC1808
 GC1808.The horizontal coordinates were scaled from a topographic map and have
 GC1808.an estimated accuracy of +/- 6 seconds.
 GC1808
 GC1808.The orthometric height was determined by differential leveling
 GC1808.and adjusted by the National Geodetic Survey in June 1991..
 GC1808
 GC1808.The geoid height was determined by GEOID03.
 GC1808
 GC1808.The dynamic height is computed by dividing the NAVD 88
 GC1808.geopotential number by the normal gravity value computed on the
 GC1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1808.degrees latitude (g = 980.6199 gals.).
 GC1808
 GC1808.The modeled gravity was interpolated from observed gravity values.
 GC1808
 GC1808;                    North         East    Units  Estimated Accuracy
 GC1808;SPC KY1Z     - 1,061,140.    1,325,810.      MT  (+/- 180 meters Scaled)
 GC1808
 GC1808                          SUPERSEDED SURVEY CONTROL
 GC1808
 GC1808  NGVD 29 (??/??/92)  165.444  (m)          542.79   (f) ADJ UNCH    2 0
 GC1808
 GC1808.Superseded values are not recommended for survey control.
 GC1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1808.See file dsdata.txt to determine how the superseded data were derived.
 GC1808
 GC1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF372804(NAD 83)
 GC1808_MARKER: DD = SURVEY DISK
 GC1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1808_STAMPING: I24 T-20 NO 2 1967
 GC1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1808+STABILITY: SURFACE MOTION
 GC1808
 GC1808  HISTORY     - Date     Condition        Report By
 GC1808  HISTORY     - 1967     MONUMENTED       KYHD
 GC1808  HISTORY     - 1968     GOOD             KYHD
 GC1808
 GC1808                          STATION DESCRIPTION
 GC1808
 GC1808'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GC1808'2.4 MI SW FROM GRACEY.
 GC1808'ABOUT 0.06 MILE EAST ALONG U.S. HGWY 68 FROM POST OFFICE IN GRACEY
 GC1808'TO STATE HGWY 117 RT. THENCE, ABOUT 0.25 MILE SOUTH EAST ALONG
 GC1808'HGWY 117 TO A PAVED RD. RT. THENCE, ABOUT 2.30 MILE SOUTH WEST
 GC1808'ALONG PAVED RD. TO PRIVATE DR. RT. THENCE, ABOUT 0.70 MILE NORTH
 GC1808'ALONG PRIVATE DRIVE TO STATION, 0.70 FEET NORTH WEST OF CONCRETE
 GC1808'BASE OF METAL GRAIN BIN.  A KENTUCKY DEPARTMENT OF HIGHWAYS DISK
 GC1808'SET IN TOP OF CONCRETE POST PROJECTING 6 INCHES AND STAMPED
 GC1808'I24-T20 NO. 2 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1813 ***********************************************************************
 GC1813  DESIGNATION -  I24 T21
 GC1813  PID         -  GC1813
 GC1813  STATE/COUNTY-  KY/CHRISTIAN
 GC1813  USGS QUAD   -  CALEDONIA (1981)
 GC1813
 GC1813                         *CURRENT SURVEY CONTROL
 GC1813  ___________________________________________________________________
 GC1813* NAD 83(1993)-  36 49 16.19640(N)    087 38 29.60541(W)     ADJUSTED  
 GC1813* NAVD 88     -       157.905  (meters)     518.06   (feet)  ADJUSTED  
 GC1813  ___________________________________________________________________
 GC1813  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 GC1813  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC1813  DYNAMIC HT  -         157.782 (meters)     517.66  (feet)  COMP
 GC1813  MODELED GRAV-     979,846.6   (mgal)                       NAVD 88
 GC1813
 GC1813  HORZ ORDER  -  SECOND
 GC1813  VERT ORDER  -  SECOND    CLASS 0
 GC1813
 GC1813.The horizontal coordinates were established by classical geodetic methods
 GC1813.and adjusted by the National Geodetic Survey in December 1995..
 GC1813
 GC1813.The orthometric height was determined by differential leveling
 GC1813.and adjusted by the National Geodetic Survey in June 1991..
 GC1813
 GC1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1813
 GC1813.The geoid height was determined by GEOID03.
 GC1813
 GC1813.The dynamic height is computed by dividing the NAVD 88
 GC1813.geopotential number by the normal gravity value computed on the
 GC1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1813.degrees latitude (g = 980.6199 gals.).
 GC1813
 GC1813.The modeled gravity was interpolated from observed gravity values.
 GC1813
 GC1813;                    North         East     Units Scale Factor Converg.
 GC1813;SPC KY1Z     - 1,055,853.846 1,331,235.079   MT  1.00007304   -1 09 40.8
 GC1813;SPC KY1Z     - 3,464,080.49  4,367,560.42   sFT  1.00007304   -1 09 40.8
 GC1813;SPC KY S     -   555,825.910   331,249.619   MT  0.99998522   -1 08 49.8
 GC1813;SPC KY S     - 1,823,572.17  1,086,774.79   sFT  0.99998522   -1 08 49.8
 GC1813;UTM  16      - 4,075,225.985   442,783.028   MT  0.99964033   -0 23 04.2
 GC1813
 GC1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1813!SPC KY1Z     -   0.99997982  x   1.00007304  =   1.00005286
 GC1813!SPC KY S     -   0.99997982  x   0.99998522  =   0.99996504
 GC1813!UTM  16      -   0.99997982  x   0.99964033  =   0.99962016
 GC1813
 GC1813:                Primary Azimuth Mark                     Grid Az
 GC1813:SPC KY1Z     -  I24 T21 AZ MK                            117 34 33.2
 GC1813:SPC KY S     -  I24 T21 AZ MK                            117 33 42.2
 GC1813:UTM  16      -  I24 T21 AZ MK                            116 47 56.6
 GC1813
 GC1813|---------------------------------------------------------------------|
 GC1813| PID    Reference Object                     Distance      Geod. Az  |
 GC1813|                                                           dddmmss.s |
 GC1813| GC1816 I24 T21 AZ MK                                      1162452.4 |
 GC1813| GC1815 I24 T21 RM 1                         25.810 METERS 14658     |
 GC1813| GC1814 I24 T21 RM 2                         28.460 METERS 23315     |
 GC1813|---------------------------------------------------------------------|
 GC1813
 GC1813                          SUPERSEDED SURVEY CONTROL
 GC1813
 GC1813  NAD 83(1986)-  36 49 16.20550(N)    087 38 29.60704(W) AD(       ) 2
 GC1813  NAD 27      -  36 49 16.03151(N)    087 38 29.55947(W) AD(       ) 2
 GC1813  NGVD 29 (??/??/92)  157.966  (m)          518.26   (f) ADJ UNCH    2 0
 GC1813
 GC1813.Superseded values are not recommended for survey control.
 GC1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1813.See file dsdata.txt to determine how the superseded data were derived.
 GC1813
 GC1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4278375226(NAD 83)
 GC1813_MARKER: DD = SURVEY DISK
 GC1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1813_STAMPING: I24 T-21 1967
 GC1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1813+STABILITY: SURFACE MOTION
 GC1813
 GC1813  HISTORY     - Date     Condition        Report By
 GC1813  HISTORY     - 1967     MONUMENTED       KYDT
 GC1813  HISTORY     - 1968     GOOD             KYHD
 GC1813  HISTORY     - 20011026 MARK NOT FOUND   PENRIL
 GC1813
 GC1813                          STATION DESCRIPTION
 GC1813
 GC1813'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1967 (HB)
 GC1813'STATION IS LOCATED ABOUT 1.00 MILE SOUTH OF JULIEN, KENTUCKY.  IT
 GC1813'IS IN AN OPEN PASTURE ON LAND OWNED BY B. M. GREENWOOD, SR.
 GC1813'
 GC1813'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 GC1813'117 AND 272 IN JULIEN, KENTUCKY GO SOUTH ON STATE HIGHWAY
 GC1813'117 FOR 0.85 MILE TO A GRAVEL ROAD RIGHT*.  TURN RIGHT AND GO
 GC1813'WEST ON GRAVEL ROAD FOR 0.05 MILE TO Y FORK IN ROAD.  TURN LEFT
 GC1813'AND GO SOUTH ON PRIVATE DRIVE FOR 0.45 MILE TO ONE STORY FRAME
 GC1813'HOUSE ON RIGHT.  CONTINUE THROUGH FARM GATE AND GO NORTH THROUGH
 GC1813'BARNYARD FOR 0.15 MILE TO TWO BARNS AT TOP OF HILL AND STATION.
 GC1813'
 GC1813'STATION MARK IS 70.2 FEET NORTH OF NORTHEAST CORNER OF
 GC1813'STOCK BARN AND 73.3 FEET EAST OF SOUTHEAST CORNER OF
 GC1813'TOBACCO BARN.  THE MARK IS FLUSH AND IS STAMPED I24-T21 1967.
 GC1813'
 GC1813'REFERENCE MARK NO. 1 IS 84.68 FEET SOUTHEAST OF STATION,
 GC1813'38.2 FEET EAST OF NORTHEAST CORNER OF STOCK BARN AND 1.5 FEET
 GC1813'NORTH OF FENCE.  THE MARK IS FLUSH AND IS STAMPED I24-T21
 GC1813'NO. 1 1967.
 GC1813'
 GC1813'REFERENCE MARK NO. 2 IS 93.37 FEET SOUTHWEST OF STATION, 57.4 FEET
 GC1813'EAST OF FENCE CORNER, 47.8 FEET WEST OF NORTHWEST CORNER OF STOCK
 GC1813'BARN AND 1.7 FEET NORTH OF FENCE.  THE MARK IS FLUSH AND IS STAMPED
 GC1813'I24-T21 NO. 2 1967.
 GC1813'
 GC1813'AZIMUTH MARK IS ABOUT 0.48 MILE SOUTHEAST OF STATION, 26.0 FEET
 GC1813'EAST OF CENTER OF ROAD, 3.3 FEET WEST OF FENCE AND 2.4 FEET WEST OF
 GC1813'METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 6 INCHES AND IS
 GC1813'STAMPED I24-T21 1967.
 GC1813'
 GC1813'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON
 GC1813'STATE HIGHWAY 117 FOR 0.43 MILE TO AZIMUTH ON LEFT.
 GC1813'
 GC1813'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 GC1813'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN
 GC1813'CONCRETE AS DESCRIBED.
 GC1813'
 GC1813'HEIGHT OF LIGHT ABOVE STATION MARK 21.69 METERS.
 GC1813
 GC1813                          STATION RECOVERY (1968)
 GC1813
 GC1813'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GC1813'1 MI S FROM JULIEN.
 GC1813'ABOUT 0.85 MILE SOUTH ALONG KY 117 FROM INTERSECTION OF 117 AND
 GC1813'272 IN JULIEN TO A GRAVEL RD. RT. THENCE, ABOUT 0.05 MILE WEST
 GC1813'ALONG GRAVEL RD. TO Y FORK IN RD. THENCE, LEFT ABOUT 0.45 MILE
 GC1813'SOUTH ALONG PRIVATE DR. TO 1 STORY FRAME HOUSE ON RT. THENCE,
 GC1813'ABOUT 0.15 MILE NORTH THROUGH FARM GATE TO TWO BARNS AT TOP OF
 GC1813'HILL AND STATION, 73.30 FEET EAST OF SE CORNER OF TOBACCO BARN,
 GC1813'70.20 FEET NORTH OF NE CORNER OF STOCK BARN.  A KENTUCKY DEPARTMENT
 GC1813'OF HIGHWAYS DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND
 GC1813'AND STAMPED I24 T-21 1967.
 GC1813
 GC1813                          STATION RECOVERY (2001)
 GC1813
 GC1813'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2001 (JMC)
 GC1813'BARNS STILL EXIST, FIELD CULTIVATED, UNABLE TO LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1816 ***********************************************************************
 GC1816  DESIGNATION -  I24 T21 AZ MK
 GC1816  PID         -  GC1816
 GC1816  STATE/COUNTY-  KY/CHRISTIAN
 GC1816  USGS QUAD   -  CALEDONIA (1981)
 GC1816
 GC1816                         *CURRENT SURVEY CONTROL
 GC1816  ___________________________________________________________________
 GC1816* NAD 83(1986)-  36 49 04.     (N)    087 38 01.     (W)     SCALED    
 GC1816* NAVD 88     -       150.027  (meters)     492.21   (feet)  ADJUSTED  
 GC1816  ___________________________________________________________________
 GC1816  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC1816  DYNAMIC HT  -         149.910 (meters)     491.83  (feet)  COMP
 GC1816  MODELED GRAV-     979,846.1   (mgal)                       NAVD 88
 GC1816
 GC1816  VERT ORDER  -  SECOND    CLASS 0
 GC1816
 GC1816.The horizontal coordinates were scaled from a topographic map and have
 GC1816.an estimated accuracy of +/- 6 seconds.
 GC1816
 GC1816.The orthometric height was determined by differential leveling
 GC1816.and adjusted by the National Geodetic Survey in June 1991..
 GC1816
 GC1816.The geoid height was determined by GEOID03.
 GC1816
 GC1816.The dynamic height is computed by dividing the NAVD 88
 GC1816.geopotential number by the normal gravity value computed on the
 GC1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1816.degrees latitude (g = 980.6199 gals.).
 GC1816
 GC1816.The modeled gravity was interpolated from observed gravity values.
 GC1816
 GC1816;                    North         East    Units  Estimated Accuracy
 GC1816;SPC KY1Z     - 1,055,460.    1,331,940.      MT  (+/- 180 meters Scaled)
 GC1816
 GC1816                          SUPERSEDED SURVEY CONTROL
 GC1816
 GC1816  NGVD 29 (??/??/92)  150.087  (m)          492.41   (f) ADJ UNCH    2 0
 GC1816
 GC1816.Superseded values are not recommended for survey control.
 GC1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1816.See file dsdata.txt to determine how the superseded data were derived.
 GC1816
 GC1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF434748(NAD 83)
 GC1816_MARKER: DD = SURVEY DISK
 GC1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1816_STAMPING: I24 T-21 1967
 GC1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1816+STABILITY: SURFACE MOTION
 GC1816
 GC1816  HISTORY     - Date     Condition        Report By
 GC1816  HISTORY     - 1967     MONUMENTED       KYHD
 GC1816  HISTORY     - 1968     GOOD             KYHD
 GC1816  HISTORY     - 1974     MARK NOT FOUND   NGS
 GC1816
 GC1816                          STATION DESCRIPTION
 GC1816
 GC1816'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GC1816'1.3 MI S FROM JULIEN.
 GC1816'ABOUT 1.28 MILE SOUTH ALONG KY 117 FROM INTERSECTION OF 117 AND
 GC1816'272 IN JULIEN TO STATION, 26.00 FEET EAST OF CENTER OF RD, 3.30 FEET
 GC1816'WEST OF FENCE, AND 2.40 FEET WEST OF METAL WITNESS POST AND SIGN.
 GC1816'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GC1816'CONCRETE POST PROJECTING 6 INCHES AND STAMPED I24 T-21 1967.
 GC1816
 GC1816                          STATION RECOVERY (1974)
 GC1816
 GC1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GC1816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1815 ***********************************************************************
 GC1815  DESIGNATION -  I24 T21 RM 1
 GC1815  PID         -  GC1815
 GC1815  STATE/COUNTY-  KY/CHRISTIAN
 GC1815  USGS QUAD   -  CALEDONIA (1981)
 GC1815
 GC1815                         *CURRENT SURVEY CONTROL
 GC1815  ___________________________________________________________________
 GC1815* NAD 83(1986)-  36 49 16.     (N)    087 38 29.     (W)     SCALED    
 GC1815* NAVD 88     -       157.842  (meters)     517.85   (feet)  ADJUSTED  
 GC1815  ___________________________________________________________________
 GC1815  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC1815  DYNAMIC HT  -         157.719 (meters)     517.45  (feet)  COMP
 GC1815  MODELED GRAV-     979,846.6   (mgal)                       NAVD 88
 GC1815
 GC1815  VERT ORDER  -  SECOND    CLASS 0
 GC1815
 GC1815.The horizontal coordinates were scaled from a topographic map and have
 GC1815.an estimated accuracy of +/- 6 seconds.
 GC1815
 GC1815.The orthometric height was determined by differential leveling
 GC1815.and adjusted by the National Geodetic Survey in June 1991..
 GC1815
 GC1815.The geoid height was determined by GEOID03.
 GC1815
 GC1815.The dynamic height is computed by dividing the NAVD 88
 GC1815.geopotential number by the normal gravity value computed on the
 GC1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1815.degrees latitude (g = 980.6199 gals.).
 GC1815
 GC1815.The modeled gravity was interpolated from observed gravity values.
 GC1815
 GC1815;                    North         East    Units  Estimated Accuracy
 GC1815;SPC KY1Z     - 1,055,850.    1,331,250.      MT  (+/- 180 meters Scaled)
 GC1815
 GC1815                          SUPERSEDED SURVEY CONTROL
 GC1815
 GC1815  NGVD 29 (??/??/92)  157.903  (m)          518.05   (f) ADJ UNCH    2 0
 GC1815
 GC1815.Superseded values are not recommended for survey control.
 GC1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1815.See file dsdata.txt to determine how the superseded data were derived.
 GC1815
 GC1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF427752(NAD 83)
 GC1815_MARKER: DD = SURVEY DISK
 GC1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1815_STAMPING: I24 T21 NO 1 1967
 GC1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1815+STABILITY: SURFACE MOTION
 GC1815
 GC1815  HISTORY     - Date     Condition        Report By
 GC1815  HISTORY     - 1967     MONUMENTED       KYHD
 GC1815  HISTORY     - 1968     GOOD             KYHD
 GC1815
 GC1815                          STATION DESCRIPTION
 GC1815
 GC1815'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GC1815'1 MI S FROM JULIEN.
 GC1815'ABOUT 0.85 MILE SOUTH ALONG KY 117 FROM INTERSECTION OF 117 AND
 GC1815'272 IN JULIEN TO A GRAVEL RD. RT. THENCE, ABOUT 0.05 MILE WEST
 GC1815'ALONG GRAVEL RD. TO Y FORK IN RD. THENCE, LEFT ABOUT 0.45 MILE
 GC1815'SOUTH ALONG PRIVATE DR. TO 1 STORY FRAME HOUSE ON RT. THENCE,
 GC1815'ABOUT 0.15 MILE NORTH THROUGH FARM GATE TO TWO BARNS AT TOP OF
 GC1815'HILL AND STATION, 38.20 FEET EAST OF NE. COR. OF STOCK BARN, 1.50
 GC1815'FEET NORTH OF FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS DISK SET
 GC1815'IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I24 T21
 GC1815'NO. 1 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1814 ***********************************************************************
 GC1814  DESIGNATION -  I24 T21 RM 2
 GC1814  PID         -  GC1814
 GC1814  STATE/COUNTY-  KY/CHRISTIAN
 GC1814  USGS QUAD   -  CALEDONIA (1981)
 GC1814
 GC1814                         *CURRENT SURVEY CONTROL
 GC1814  ___________________________________________________________________
 GC1814* NAD 83(1986)-  36 49 16.     (N)    087 38 29.     (W)     SCALED    
 GC1814* NAVD 88     -       158.104  (meters)     518.71   (feet)  ADJUSTED  
 GC1814  ___________________________________________________________________
 GC1814  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC1814  DYNAMIC HT  -         157.980 (meters)     518.31  (feet)  COMP
 GC1814  MODELED GRAV-     979,846.6   (mgal)                       NAVD 88
 GC1814
 GC1814  VERT ORDER  -  SECOND    CLASS 0
 GC1814
 GC1814.The horizontal coordinates were scaled from a topographic map and have
 GC1814.an estimated accuracy of +/- 6 seconds.
 GC1814
 GC1814.The orthometric height was determined by differential leveling
 GC1814.and adjusted by the National Geodetic Survey in June 1991..
 GC1814
 GC1814.The geoid height was determined by GEOID03.
 GC1814
 GC1814.The dynamic height is computed by dividing the NAVD 88
 GC1814.geopotential number by the normal gravity value computed on the
 GC1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1814.degrees latitude (g = 980.6199 gals.).
 GC1814
 GC1814.The modeled gravity was interpolated from observed gravity values.
 GC1814
 GC1814;                    North         East    Units  Estimated Accuracy
 GC1814;SPC KY1Z     - 1,055,850.    1,331,250.      MT  (+/- 180 meters Scaled)
 GC1814
 GC1814                          SUPERSEDED SURVEY CONTROL
 GC1814
 GC1814  NGVD 29 (??/??/92)  158.165  (m)          518.91   (f) ADJ UNCH    2 0
 GC1814
 GC1814.Superseded values are not recommended for survey control.
 GC1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1814.See file dsdata.txt to determine how the superseded data were derived.
 GC1814
 GC1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF427752(NAD 83)
 GC1814_MARKER: DD = SURVEY DISK
 GC1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1814_STAMPING: I24 T-21 NO 2 1967
 GC1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1814+STABILITY: SURFACE MOTION
 GC1814
 GC1814  HISTORY     - Date     Condition        Report By
 GC1814  HISTORY     - 1967     MONUMENTED       KYHD
 GC1814  HISTORY     - 1968     GOOD             KYHD
 GC1814
 GC1814                          STATION DESCRIPTION
 GC1814
 GC1814'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GC1814'1 MI S FROM JULIEN.
 GC1814'ABOUT 0.85 MILE SOUTH ALONG KY 117 FROM INTERSECTION OF 117 AND
 GC1814'272 IN JULIEN TO A GRAVEL RD. RT. THENCE, ABOUT 0.05 MILE WEST
 GC1814'ALONG GRAVEL RD. TO Y FORK IN RD. THENCE, LEFT ABOUT 0.45 MILE
 GC1814'SOUTH ALONG PRIVATE DR. TO 1 STORY FRAME HOUSE ON RT. THENCE,
 GC1814'ABOUT 0.15 MILE NORTH THROUGH FARM GATE TO TWO BARNS AT TOP OF
 GC1814'HILL AND STATION, 57.40 FEET EAST OF FENCE CORNER, 47.80 FEET
 GC1814'WEST OF NW CORNER OF STOCK BARN, 1.70 FEET NORTH OF FENCE.  A
 GC1814'KENTUCKY DEPARTMENT OF HIGHWAYS DISK SET IN TOP OF CONCRETE POST
 GC1814'FLUSH WITH GROUND AND STAMPED I24 T-21 NO. 2 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2652 ***********************************************************************
 GC2652  DESIGNATION -  I24 T22
 GC2652  PID         -  GC2652
 GC2652  STATE/COUNTY-  KY/CHRISTIAN
 GC2652  USGS QUAD   -  CHURCH HILL (1981)
 GC2652
 GC2652                         *CURRENT SURVEY CONTROL
 GC2652  ___________________________________________________________________
 GC2652* NAD 83(1993)-  36 46 41.31353(N)    087 33 40.14897(W)     ADJUSTED  
 GC2652* NAVD 88     -       167.99   (+/-2cm)     551.1    (feet)  VERTCON   
 GC2652  ___________________________________________________________________
 GC2652  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 GC2652  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC2652
 GC2652  HORZ ORDER  -  SECOND
 GC2652  VERT ORDER  -  THIRD ? (See Below)
 GC2652
 GC2652.The horizontal coordinates were established by classical geodetic methods
 GC2652.and adjusted by the National Geodetic Survey in December 1995..
 GC2652
 GC2652.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2652.The vertical order pertains to the NGVD 29 superseded value.
 GC2652
 GC2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2652
 GC2652.The geoid height was determined by GEOID03.
 GC2652
 GC2652;                    North         East     Units Scale Factor Converg.
 GC2652;SPC KY1Z     - 1,050,937.616 1,338,315.201   MT  1.00008699   -1 06 43.1
 GC2652;SPC KY1Z     - 3,447,951.16  4,390,789.12   sFT  1.00008699   -1 06 43.1
 GC2652;SPC KY S     -   550,911.844   338,330.285   MT  0.99999217   -1 05 54.2
 GC2652;SPC KY S     - 1,807,449.94  1,110,005.28   sFT  0.99999217   -1 05 54.2
 GC2652;UTM  16      - 4,070,408.289   449,925.942   MT  0.99963089   -0 20 09.5
 GC2652
 GC2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2652!SPC KY1Z     -   0.99997825  x   1.00008699  =   1.00006524
 GC2652!SPC KY S     -   0.99997825  x   0.99999217  =   0.99997042
 GC2652!UTM  16      -   0.99997825  x   0.99963089  =   0.99960915
 GC2652
 GC2652:                Primary Azimuth Mark                     Grid Az
 GC2652:SPC KY1Z     -  I24 T22 AZ MK                            007 58 23.0
 GC2652:SPC KY S     -  I24 T22 AZ MK                            007 57 34.1
 GC2652:UTM  16      -  I24 T22 AZ MK                            007 11 49.4
 GC2652
 GC2652|---------------------------------------------------------------------|
 GC2652| PID    Reference Object                     Distance      Geod. Az  |
 GC2652|                                                           dddmmss.s |
 GC2652| GC1824 I24 T22 AZ MK                                      0065139.9 |
 GC2652| GC1825 I24 T22 RM 1                         44.979 METERS 05300     |
 GC2652| GC1826 I24 T22 RM 2                         38.094 METERS 13138     |
 GC2652|---------------------------------------------------------------------|
 GC2652
 GC2652                          SUPERSEDED SURVEY CONTROL
 GC2652
 GC2652  NAD 83(1986)-  36 46 41.32283(N)    087 33 40.15314(W) AD(       ) 2
 GC2652  NAD 27      -  36 46 41.15149(N)    087 33 40.10776(W) AD(       ) 2
 GC2652  NGVD 29 (07/19/86)  168.04   (m)          551.3    (f) LEVELING    3  
 GC2652
 GC2652.Superseded values are not recommended for survey control.
 GC2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2652.See file dsdata.txt to determine how the superseded data were derived.
 GC2652
 GC2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4992670408(NAD 83)
 GC2652_MARKER: DD = SURVEY DISK
 GC2652_SETTING: 0 = UNSPECIFIED SETTING
 GC2652
 GC2652  HISTORY     - Date     Condition        Report By
 GC2652  HISTORY     - 1967     MONUMENTED       KYDT
 GC2652
 GC2652                          STATION DESCRIPTION
 GC2652
 GC2652'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1967 (HB)
 GC2652'STATION IS LOCATED ABOUT 3.00 MILES NORTH OF HERNDON,
 GC2652'KENTUCKY.  IT IS IN AN OPEN FIELD ON LAND OWNED BY
 GC2652'MR. JOHN R. KNIGHT.
 GC2652'
 GC2652'TO REACH THE STATION FROM THE POST OFFICE IN HERNDON,
 GC2652'KENTUCKY GO NORTHEAST ON STATE HIGHWAY 107 FOR 1.60 MILES TO
 GC2652'GRAVEL ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON GRAVEL ROAD FOR
 GC2652'2.30 MILES TO GRAVEL ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 GC2652'GRAVEL ROAD FOR 1.20 MILES TO STATION ON LEFT.
 GC2652'
 GC2652'STATION MARK IS 130.5 FEET WEST OF CENTER OF ROAD, 145.10
 GC2652'FEET NORTH OF 4 IN APPLE TREE AND 146.0 FEET SOUTHWEST OF
 GC2652'METAL WITNESS POST AND SIGN.  THE MARK IS 12 INCHES UNDERGROUND
 GC2652'AND IS STAMPED I24-T22 1967.
 GC2652'
 GC2652'REFERENCE MARK NO. 1 IS 147.57 FEET NORTHEAST OF STATION,
 GC2652'24.0 FEET WEST OF CENTER OF ROAD AND 1.8 FEET NORTH OF METAL WITNESS
 GC2652'POST AND SIGN.  THE MARK IS FLUSH AND IS STAMPED I24-T22 NO. 1
 GC2652'1967.
 GC2652'
 GC2652'REFERENCE MARK NO. 2 IS 124.98 FEET SOUTHEAST OF STATION,
 GC2652'171.8 FEET SOUTH OF METAL WITNESS POST AND SIGN AND 28.0
 GC2652'FEET WEST OF CENTER OF ROAD.  THE MARK IS FLUSH AND IS STAMPED
 GC2652'I24-T22 NO. 2 1967.
 GC2652'
 GC2652'AZIMUTH MARK IS ABOUT 0.35 MILE NORTH OF STATION, 23.0 FEET WEST
 GC2652'OF CENTER OF ROAD, 2.4 FEET EAST OF FENCE AND 1.7 FEET EAST OF
 GC2652'METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 6 INCHES AND IS
 GC2652'STAMPED I24-T22 1967.
 GC2652'
 GC2652'TO REACH AZIMUTH MARK FROM THE STATION GO NORTH ON GRAVEL
 GC2652'ROAD FOR 0.35 MILE TO AZIMUTH ON LEFT.
 GC2652'
 GC2652'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC2652'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE
 GC2652'AS DESCRIBED.
 GC2652'
 GC2652'HEIGHT OF LIGHT ABOVE STATION MARK 15.96 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1824 ***********************************************************************
 GC1824  DESIGNATION -  I24 T22 AZ MK
 GC1824  PID         -  GC1824
 GC1824  STATE/COUNTY-  KY/CHRISTIAN
 GC1824  USGS QUAD   -  CHURCH HILL (1981)
 GC1824
 GC1824                         *CURRENT SURVEY CONTROL
 GC1824  ___________________________________________________________________
 GC1824* NAD 83(1986)-  36 46 58.     (N)    087 33 36.     (W)     SCALED    
 GC1824* NAVD 88     -       167.990  (meters)     551.15   (feet)  ADJUSTED  
 GC1824  ___________________________________________________________________
 GC1824  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC1824  DYNAMIC HT  -         167.857 (meters)     550.71  (feet)  COMP
 GC1824  MODELED GRAV-     979,835.9   (mgal)                       NAVD 88
 GC1824
 GC1824  VERT ORDER  -  SECOND    CLASS 0
 GC1824
 GC1824.The horizontal coordinates were scaled from a topographic map and have
 GC1824.an estimated accuracy of +/- 6 seconds.
 GC1824
 GC1824.The orthometric height was determined by differential leveling
 GC1824.and adjusted by the National Geodetic Survey in June 1991..
 GC1824
 GC1824.The geoid height was determined by GEOID03.
 GC1824
 GC1824.The dynamic height is computed by dividing the NAVD 88
 GC1824.geopotential number by the normal gravity value computed on the
 GC1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1824.degrees latitude (g = 980.6199 gals.).
 GC1824
 GC1824.The modeled gravity was interpolated from observed gravity values.
 GC1824
 GC1824;                    North         East    Units  Estimated Accuracy
 GC1824;SPC KY1Z     - 1,051,450.    1,338,430.      MT  (+/- 180 meters Scaled)
 GC1824
 GC1824                          SUPERSEDED SURVEY CONTROL
 GC1824
 GC1824  NGVD 29 (??/??/92)  168.039  (m)          551.31   (f) ADJ UNCH    2 0
 GC1824
 GC1824.Superseded values are not recommended for survey control.
 GC1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1824.See file dsdata.txt to determine how the superseded data were derived.
 GC1824
 GC1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF500709(NAD 83)
 GC1824_MARKER: DD = SURVEY DISK
 GC1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1824_STAMPING: I24 T-22 1967
 GC1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1824+STABILITY: SURFACE MOTION
 GC1824
 GC1824  HISTORY     - Date     Condition        Report By
 GC1824  HISTORY     - 1967     MONUMENTED       KYHD
 GC1824  HISTORY     - 1968     GOOD             KYHD
 GC1824
 GC1824                          STATION DESCRIPTION
 GC1824
 GC1824'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GC1824'3.4 MI N FROM HERNDON.
 GC1824'ABOUT 1.60 MILE NORTH EAST ON KY 107 FROM POST OFFICE IN HERNDON
 GC1824'TO A GRAVEL RD. LT. THENCE, ABOUT 2.30 MILES NORTH ON GRAVEL RD.
 GC1824'TO GRAVEL RD. RT. THENCE, ABOUT 1.55 MILE NORTH ON GRAVEL RD. TO
 GC1824'STATION, 23.00 FEET WEST OF CENTER OF RD., 2.40 FEET EAST OF FENCE,
 GC1824'AND 1.70 FEET EAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GC1824'DEPARTMENT OF HIGHWAYS DISK SET IN TOP OF CONCRETE POST PROJECTING
 GC1824'6 INCHES AND STAMPED I-24 T-22 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1825 ***********************************************************************
 GC1825  DESIGNATION -  I24 T22 RM 1
 GC1825  PID         -  GC1825
 GC1825  STATE/COUNTY-  KY/CHRISTIAN
 GC1825  USGS QUAD   -  CHURCH HILL (1981)
 GC1825
 GC1825                         *CURRENT SURVEY CONTROL
 GC1825  ___________________________________________________________________
 GC1825* NAD 83(1986)-  36 46 41.     (N)    087 33 40.     (W)     SCALED    
 GC1825* NAVD 88     -       171.807  (meters)     563.67   (feet)  ADJUSTED  
 GC1825  ___________________________________________________________________
 GC1825  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC1825  DYNAMIC HT  -         171.671 (meters)     563.22  (feet)  COMP
 GC1825  MODELED GRAV-     979,835.1   (mgal)                       NAVD 88
 GC1825
 GC1825  VERT ORDER  -  SECOND    CLASS 0
 GC1825
 GC1825.The horizontal coordinates were scaled from a topographic map and have
 GC1825.an estimated accuracy of +/- 6 seconds.
 GC1825
 GC1825.The orthometric height was determined by differential leveling
 GC1825.and adjusted by the National Geodetic Survey in June 1991..
 GC1825
 GC1825.The geoid height was determined by GEOID03.
 GC1825
 GC1825.The dynamic height is computed by dividing the NAVD 88
 GC1825.geopotential number by the normal gravity value computed on the
 GC1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1825.degrees latitude (g = 980.6199 gals.).
 GC1825
 GC1825.The modeled gravity was interpolated from observed gravity values.
 GC1825
 GC1825;                    North         East    Units  Estimated Accuracy
 GC1825;SPC KY1Z     - 1,050,930.    1,338,320.      MT  (+/- 180 meters Scaled)
 GC1825
 GC1825                          SUPERSEDED SURVEY CONTROL
 GC1825
 GC1825  NGVD 29 (??/??/92)  171.854  (m)          563.82   (f) ADJ UNCH    2 0
 GC1825
 GC1825.Superseded values are not recommended for survey control.
 GC1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1825.See file dsdata.txt to determine how the superseded data were derived.
 GC1825
 GC1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF499703(NAD 83)
 GC1825_MARKER: DD = SURVEY DISK
 GC1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1825_STAMPING: I24 T-22 NO 1 1967
 GC1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1825+STABILITY: SURFACE MOTION
 GC1825
 GC1825  HISTORY     - Date     Condition        Report By
 GC1825  HISTORY     - 1967     MONUMENTED       KYHD
 GC1825  HISTORY     - 1968     GOOD             KYHD
 GC1825  HISTORY     - 1974     MARK NOT FOUND   NGS
 GC1825
 GC1825                          STATION DESCRIPTION
 GC1825
 GC1825'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GC1825'3 MI N FROM HERNDON.
 GC1825'ABOUT 1.60 MILE NORTH EAST ON KY 107 FROM POST OFFICE IN HERNDON
 GC1825'TO A GRAVEL RD. LT. THENCE, ABOUT 2.30 MILES NORTH WEST ON
 GC1825'GRAVEL RD. TO GRAVEL RD. RIGHT. THENCE, ABOUT 1.20 MILE NORTH
 GC1825'ON GRAVEL RD. TO STATION ON LEFT, 24.00 FEET WEST OF CENTER OF
 GC1825'RD. AND 1.8 FEET NORTH EAST OF METAL WITNESS POST AND SIGN.  A
 GC1825'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GC1825'CONCRETE POST FLUSH WITH GROUND AND STAMPED I24 T-22 NO. 1 1967.
 GC1825
 GC1825                          STATION RECOVERY (1974)
 GC1825
 GC1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GC1825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1826 ***********************************************************************
 GC1826  DESIGNATION -  I24 T22 RM 2
 GC1826  PID         -  GC1826
 GC1826  STATE/COUNTY-  KY/CHRISTIAN
 GC1826  USGS QUAD   -  CHURCH HILL (1981)
 GC1826
 GC1826                         *CURRENT SURVEY CONTROL
 GC1826  ___________________________________________________________________
 GC1826* NAD 83(1986)-  36 46 41.     (N)    087 33 40.     (W)     SCALED    
 GC1826* NAVD 88     -       171.780  (meters)     563.58   (feet)  ADJUSTED  
 GC1826  ___________________________________________________________________
 GC1826  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC1826  DYNAMIC HT  -         171.644 (meters)     563.14  (feet)  COMP
 GC1826  MODELED GRAV-     979,835.1   (mgal)                       NAVD 88
 GC1826
 GC1826  VERT ORDER  -  SECOND    CLASS 0
 GC1826
 GC1826.The horizontal coordinates were scaled from a topographic map and have
 GC1826.an estimated accuracy of +/- 6 seconds.
 GC1826
 GC1826.The orthometric height was determined by differential leveling
 GC1826.and adjusted by the National Geodetic Survey in June 1991..
 GC1826
 GC1826.The geoid height was determined by GEOID03.
 GC1826
 GC1826.The dynamic height is computed by dividing the NAVD 88
 GC1826.geopotential number by the normal gravity value computed on the
 GC1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1826.degrees latitude (g = 980.6199 gals.).
 GC1826
 GC1826.The modeled gravity was interpolated from observed gravity values.
 GC1826
 GC1826;                    North         East    Units  Estimated Accuracy
 GC1826;SPC KY1Z     - 1,050,930.    1,338,320.      MT  (+/- 180 meters Scaled)
 GC1826
 GC1826                          SUPERSEDED SURVEY CONTROL
 GC1826
 GC1826  NGVD 29 (??/??/92)  171.827  (m)          563.74   (f) ADJ UNCH    2 0
 GC1826
 GC1826.Superseded values are not recommended for survey control.
 GC1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1826.See file dsdata.txt to determine how the superseded data were derived.
 GC1826
 GC1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF499703(NAD 83)
 GC1826_MARKER: DD = SURVEY DISK
 GC1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1826_STAMPING: I24 T-22 NO 2 1967
 GC1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1826+STABILITY: SURFACE MOTION
 GC1826
 GC1826  HISTORY     - Date     Condition        Report By
 GC1826  HISTORY     - 1967     MONUMENTED       KYHD
 GC1826  HISTORY     - 1968     GOOD             KYHD
 GC1826  HISTORY     - 1974     MARK NOT FOUND   NGS
 GC1826
 GC1826                          STATION DESCRIPTION
 GC1826
 GC1826'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GC1826'3 MI N FROM HERNDON.
 GC1826'ABOUT 1.60 MILE NORTH EAST ON KY 107 FROM POST OFFICE IN HERNDON
 GC1826'TO A GRAVEL RD. LT. THENCE, ABOUT 2.30 MILES NORTH WEST ON GRAVEL
 GC1826'RD. TO GRAVEL RD. RT. THENCE, ABOUT 1.20 MILE NORTH ON GRAVEL RD.
 GC1826'TO STATION ON LEFT, 28.00 FEET WEST OF CENTER OF RD., AND 171.80
 GC1826'FEET SOUTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GC1826'OF HIGHWAYS DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND
 GC1826'AND STAMPED I24 T-22 NO. 2 1967.
 GC1826
 GC1826                          STATION RECOVERY (1974)
 GC1826
 GC1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GC1826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1829 ***********************************************************************
 GC1829  DESIGNATION -  I24 T23
 GC1829  PID         -  GC1829
 GC1829  STATE/COUNTY-  KY/CHRISTIAN
 GC1829  USGS QUAD   -  CHURCH HILL (1981)
 GC1829
 GC1829                         *CURRENT SURVEY CONTROL
 GC1829  ___________________________________________________________________
 GC1829* NAD 83(1993)-  36 45 08.61523(N)    087 31 42.11202(W)     ADJUSTED  
 GC1829* NAVD 88     -       166.763  (meters)     547.12   (feet)  ADJUSTED  
 GC1829  ___________________________________________________________________
 GC1829  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 GC1829  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC1829  DYNAMIC HT  -         166.630 (meters)     546.69  (feet)  COMP
 GC1829  MODELED GRAV-     979,828.3   (mgal)                       NAVD 88
 GC1829
 GC1829  HORZ ORDER  -  SECOND
 GC1829  VERT ORDER  -  SECOND    CLASS 0
 GC1829
 GC1829.The horizontal coordinates were established by classical geodetic methods
 GC1829.and adjusted by the National Geodetic Survey in December 1995..
 GC1829
 GC1829.The orthometric height was determined by differential leveling
 GC1829.and adjusted by the National Geodetic Survey in June 1991..
 GC1829
 GC1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1829
 GC1829.The geoid height was determined by GEOID03.
 GC1829
 GC1829.The dynamic height is computed by dividing the NAVD 88
 GC1829.geopotential number by the normal gravity value computed on the
 GC1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1829.degrees latitude (g = 980.6199 gals.).
 GC1829
 GC1829.The modeled gravity was interpolated from observed gravity values.
 GC1829
 GC1829;                    North         East     Units Scale Factor Converg.
 GC1829;SPC KY1Z     - 1,048,024.072 1,341,187.434   MT  1.00009561   -1 05 30.6
 GC1829;SPC KY1Z     - 3,438,392.31  4,400,212.44   sFT  1.00009561   -1 05 30.6
 GC1829;SPC KY S     -   547,999.257   341,202.924   MT  0.99999660   -1 04 42.6
 GC1829;SPC KY S     - 1,797,894.23  1,119,429.93   sFT  0.99999660   -1 04 42.6
 GC1829;UTM  16      - 4,067,535.233   452,836.019   MT  0.99962740   -0 18 58.2
 GC1829
 GC1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1829!SPC KY1Z     -   0.99997845  x   1.00009561  =   1.00007406
 GC1829!SPC KY S     -   0.99997845  x   0.99999660  =   0.99997505
 GC1829!UTM  16      -   0.99997845  x   0.99962740  =   0.99960586
 GC1829
 GC1829|---------------------------------------------------------------------|
 GC1829| PID    Reference Object                     Distance      Geod. Az  |
 GC1829|                                                           dddmmss.s |
 GC1829| CG6589 I24 T23 RM 1                         12.930 METERS 14046     |
 GC1829| GC1832 I24 T23 AZ MK                                      1601240.4 |
 GC1829| GC1830 I24 T23 RM 2                         21.683 METERS 24346     |
 GC1829|---------------------------------------------------------------------|
 GC1829
 GC1829                          SUPERSEDED SURVEY CONTROL
 GC1829
 GC1829  NAD 83(1986)-  36 45 08.62423(N)    087 31 42.11638(W) AD(       ) 2
 GC1829  NAD 27      -  36 45 08.45546(N)    087 31 42.07174(W) AD(       ) 2
 GC1829  NGVD 29 (??/??/92)  166.803  (m)          547.25   (f) ADJ UNCH    2 0
 GC1829
 GC1829.Superseded values are not recommended for survey control.
 GC1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1829.See file dsdata.txt to determine how the superseded data were derived.
 GC1829
 GC1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5283667535(NAD 83)
 GC1829_MARKER: DD = SURVEY DISK
 GC1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1829_STAMPING: I24 T-23 1967
 GC1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1829+STABILITY: SURFACE MOTION
 GC1829
 GC1829  HISTORY     - Date     Condition        Report By
 GC1829  HISTORY     - 1967     MONUMENTED       KYDT
 GC1829  HISTORY     - 1968     GOOD             KYHD
 GC1829
 GC1829                          STATION DESCRIPTION
 GC1829
 GC1829'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1967 (HB)
 GC1829'STATION IS LOCATED ABOUT 2.47 MILES NORTHEAST OF HERNDON,
 GC1829'KENTUCKY.  IT IS IN A BARN LOT ON LAND OWNED BY MR. S. P. JONES.
 GC1829'
 GC1829'TO REACH THE STATION FROM THE POST OFFICE IN HERNDON,
 GC1829'KENTUCKY GO NORTHEAST ON STATE HIGHWAY 107 FOR 2.55 MILES
 GC1829'TO GRAVEL ROAD RIGHT.  TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR
 GC1829'0.10 MILE TO STATE HIGHWAY 345.  TURN RIGHT AND GO SOUTH ON STATE
 GC1829'HIGHWAY 345 FOR 0.30 MILE TO PRIVATE DRIVE RIGHT*.  TURN RIGHT
 GC1829'AND GO ON PRIVATE DRIVE FOR 0.05 MILE TO ONE STORY FRAME HOUSE
 GC1829'AND END OF TRUCK TRAVEL.
 GC1829'
 GC1829'STATION MARK IS ABOUT 300 FEET SOUTHWEST OF ONE STORY
 GC1829'FRAME HOUSE, 85.7 FEET NORTH OF NORTHWEST CORNER OF BARN, 54.9
 GC1829'FEET WEST OF FENCE, 42.40 FEET NORTHEAST OF FENCE CORNER AND
 GC1829'72.20 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK
 GC1829'IS FLUSH AND IS STAMPED I24-T23 1967.
 GC1829'
 GC1829'REFERENCE MARK NO. 1 IS 71.14 FEET NORTHWEST OF STATION 36.1
 GC1829'FEET NORTHEAST OF NORTHEAST CORNER OF BARN, 1.4 FEET WEST OF
 GC1829'FENCE AND 1.3 FEET WEST OF METAL WITNESS POST AND SIGN.  THE MARK
 GC1829'IS FLUSH AND IS STAMPED I24-T23 NO. 1 1967.
 GC1829'
 GC1829'REFERENCE MARK NO. 2 IS 42.42 FEET SOUTHWEST OF STATION, 92.0 FEET
 GC1829'WEST OF METAL WITNESS POST AND SIGN, 58.8 FEET NORTH
 GC1829'OF NORTHWEST CORNER OF BARN, 3.6 FEET SOUTHEAST OF FENCE CORNER AND
 GC1829'1.6 FEET EAST OF FENCE.  THE MARK IS FLUSH AND IS STAMPED I24-T23
 GC1829'NO. 2 1967.
 GC1829'
 GC1829'AZIMUTH MARK IS ABOUT 0.27 MILE SOUTHEAST OF STATION,
 GC1829'33.0 FEET EAST OF CENTER OF ROAD, 1.5 FEET WEST OF FENCE
 GC1829'AND 1.1 FEET WEST OF METAL WITNESS POST AND SIGN.  THE
 GC1829'MARK PROJECTS 6 INCHES AND IS STAMPED I24-T23 1967.
 GC1829'
 GC1829'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON STATE
 GC1829'HIGHWAY 345 FOR 0.25 MILE TO AZIMUTH ON LEFT.
 GC1829'
 GC1829'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 GC1829'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN
 GC1829'CONCRETE AS DESCRIBED.
 GC1829'
 GC1829'HEIGHT OF LIGHT ABOVE STATION MARK 15.46 METERS.
 GC1829
 GC1829                          STATION RECOVERY (1968)
 GC1829
 GC1829'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GC1829'2.5 MI NE FROM HERNDON.
 GC1829'ABOUT 2.55 MILES NORTH EAST ALONG KY 107 FROM POST OFFICE IN
 GC1829'HERNDON TO A GRAVEL RD. RT., THENCE, ABOUT 0.10 MILE EAST ON
 GC1829'GRAVEL RD. TO KY 345 RT., THENCE, ABOUT 0.30 MILE SOUTH ALONG KY
 GC1829'345 TO PRIVATE DR. RT. THENCE, ABOUT 0.05 MILE WEST TO 1 STORY
 GC1829'FRAME HOUSE AND END OF TRUCK TRAVEL-STATION IS ABOUT 300 FT SW
 GC1829'OF 1 STORY FRAME HOUSE, 85.70 FEET NORTH OF NW COR. OF BARN,
 GC1829'54.90 FEET WEST OF FENCE, 42.40 FEET NORTH EAST OF FENCE COR. AND
 GC1829'72.20 FEET NORTH WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GC1829'DEPARTMENT OF HIGHWAYS DISK SET IN TOP OF CONCRETE POST FLUSH
 GC1829'WITH GROUND AND STAMPED I24 T-23 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1830 ***********************************************************************
 GC1830  DESIGNATION -  I24 T23 RM 2
 GC1830  PID         -  GC1830
 GC1830  STATE/COUNTY-  KY/CHRISTIAN
 GC1830  USGS QUAD   -  CHURCH HILL (1981)
 GC1830
 GC1830                         *CURRENT SURVEY CONTROL
 GC1830  ___________________________________________________________________
 GC1830* NAD 83(1986)-  36 45 08.     (N)    087 31 42.     (W)     SCALED    
 GC1830* NAVD 88     -       166.774  (meters)     547.16   (feet)  ADJUSTED  
 GC1830  ___________________________________________________________________
 GC1830  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC1830  DYNAMIC HT  -         166.641 (meters)     546.72  (feet)  COMP
 GC1830  MODELED GRAV-     979,828.3   (mgal)                       NAVD 88
 GC1830
 GC1830  VERT ORDER  -  SECOND    CLASS 0
 GC1830
 GC1830.The horizontal coordinates were scaled from a topographic map and have
 GC1830.an estimated accuracy of +/- 6 seconds.
 GC1830
 GC1830.The orthometric height was determined by differential leveling
 GC1830.and adjusted by the National Geodetic Survey in June 1991..
 GC1830
 GC1830.The geoid height was determined by GEOID03.
 GC1830
 GC1830.The dynamic height is computed by dividing the NAVD 88
 GC1830.geopotential number by the normal gravity value computed on the
 GC1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1830.degrees latitude (g = 980.6199 gals.).
 GC1830
 GC1830.The modeled gravity was interpolated from observed gravity values.
 GC1830
 GC1830;                    North         East    Units  Estimated Accuracy
 GC1830;SPC KY1Z     - 1,048,010.    1,341,190.      MT  (+/- 180 meters Scaled)
 GC1830
 GC1830                          SUPERSEDED SURVEY CONTROL
 GC1830
 GC1830  NGVD 29 (??/??/92)  166.814  (m)          547.29   (f) ADJ UNCH    2 0
 GC1830
 GC1830.Superseded values are not recommended for survey control.
 GC1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1830.See file dsdata.txt to determine how the superseded data were derived.
 GC1830
 GC1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF528675(NAD 83)
 GC1830_MARKER: DD = SURVEY DISK
 GC1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1830_STAMPING: I24 T-23 NO 2 1967
 GC1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1830+STABILITY: SURFACE MOTION
 GC1830
 GC1830  HISTORY     - Date     Condition        Report By
 GC1830  HISTORY     - 1967     MONUMENTED       KYHD
 GC1830  HISTORY     - 1968     GOOD             KYHD
 GC1830
 GC1830                          STATION DESCRIPTION
 GC1830
 GC1830'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GC1830'2.5 MI NE FROM HERNDON.
 GC1830'ABOUT 2.55 MILES NORTH EAST ALONG KY 107 FROM POST OFFICE IN
 GC1830'HERNDON TO A GRAVEL RD. RT. THENCE, ABOUT 0.10 MILE EAST ON GRAVEL
 GC1830'RD. TO KY 345 RT., THENCE, ABOUT 0.30 MILE SOUTH ALONG KY 345 TO
 GC1830'PRIVATE DR. RT., THENCE, ABOUT 0.05 MILE WEST TO A 1 STORY FRAME
 GC1830'HOUSE AND END OF TRUCK TRAVEL.  STATION IS ABOUT 300 FT SW OF 1
 GC1830'STORY FRAME HOUSE, 58.80 FEET NORTH OF NW COR. OF BARN, 3.60 FEET
 GC1830'SOUTH EAST OF FENCE COR., 1.60 FEET EAST OF FENCE, AND 92.00 FEET
 GC1830'WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 GC1830'HIGHWAYS DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND
 GC1830'STAMPED I24 T-23 NO. 2 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2493 ***********************************************************************
 GC2493  DESIGNATION -  I24 T24
 GC2493  PID         -  GC2493
 GC2493  STATE/COUNTY-  KY/CHRISTIAN
 GC2493  USGS QUAD   -  OAK GROVE (1982)
 GC2493
 GC2493                         *CURRENT SURVEY CONTROL
 GC2493  ___________________________________________________________________
 GC2493* NAD 83(1993)-  36 42 54.16791(N)    087 28 56.37926(W)     ADJUSTED  
 GC2493* NAVD 88     -       177.71   (+/-2cm)     583.0    (feet)  VERTCON   
 GC2493  ___________________________________________________________________
 GC2493  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 GC2493  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC2493
 GC2493  HORZ ORDER  -  SECOND
 GC2493  VERT ORDER  -  THIRD ? (See Below)
 GC2493
 GC2493.The horizontal coordinates were established by classical geodetic methods
 GC2493.and adjusted by the National Geodetic Survey in December 1995..
 GC2493
 GC2493.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2493.The vertical order pertains to the NGVD 29 superseded value.
 GC2493
 GC2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2493
 GC2493.The geoid height was determined by GEOID03.
 GC2493
 GC2493;                    North         East     Units Scale Factor Converg.
 GC2493;SPC KY1Z     - 1,043,802.595 1,345,221.232   MT  1.00010846   -1 03 48.9
 GC2493;SPC KY1Z     - 3,424,542.35  4,413,446.66   sFT  1.00010846   -1 03 48.9
 GC2493;SPC KY S     -   543,779.138   345,237.280   MT  1.00000337   -1 03 02.1
 GC2493;SPC KY S     - 1,784,048.72  1,132,665.98   sFT  1.00000337   -1 03 02.1
 GC2493;UTM  16      - 4,063,370.722   456,924.629   MT  0.99962286   -0 17 18.1
 GC2493
 GC2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2493!SPC KY1Z     -   0.99997674  x   1.00010846  =   1.00008520
 GC2493!SPC KY S     -   0.99997674  x   1.00000337  =   0.99998011
 GC2493!UTM  16      -   0.99997674  x   0.99962286  =   0.99959961
 GC2493
 GC2493:                Primary Azimuth Mark                     Grid Az
 GC2493:SPC KY1Z     -  I24 T24 AZ MK                            030 32 08.1
 GC2493:SPC KY S     -  I24 T24 AZ MK                            030 31 21.3
 GC2493:UTM  16      -  I24 T24 AZ MK                            029 45 37.3
 GC2493
 GC2493|---------------------------------------------------------------------|
 GC2493| PID    Reference Object                     Distance      Geod. Az  |
 GC2493|                                                           dddmmss.s |
 GC2493| GC1296 I24 T24 AZ MK                                      0292819.2 |
 GC2493| CG6590 I24 T24 RM 1                         21.476 METERS 17637     |
 GC2493| CG6591 I24 T24 RM 2                         14.301 METERS 28419     |
 GC2493|---------------------------------------------------------------------|
 GC2493
 GC2493                          SUPERSEDED SURVEY CONTROL
 GC2493
 GC2493  NAD 83(1986)-  36 42 54.17679(N)    087 28 56.38339(W) AD(       ) 2
 GC2493  NAD 27      -  36 42 54.01003(N)    087 28 56.34110(W) AD(       ) 2
 GC2493  NGVD 29 (07/19/86)  177.75   (m)          583.2    (f) LEVELING    3  
 GC2493
 GC2493.Superseded values are not recommended for survey control.
 GC2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2493.See file dsdata.txt to determine how the superseded data were derived.
 GC2493
 GC2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5692563371(NAD 83)
 GC2493_MARKER: DD = SURVEY DISK
 GC2493_SETTING: 0 = UNSPECIFIED SETTING
 GC2493
 GC2493  HISTORY     - Date     Condition        Report By
 GC2493  HISTORY     - 1967     MONUMENTED       KYDT
 GC2493
 GC2493                          STATION DESCRIPTION
 GC2493
 GC2493'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1967 (HB)
 GC2493'STATION IS LOCATED ABOUT 4.00 MILES NORTHWEST OF OAK GROVE,
 GC2493'KENTUCKY.  IT IS IN AN OPEN FIELD ON LAND OWNED BY
 GC2493'MR. WILLIAM J. TOMS.
 GC2493'
 GC2493'TO REACH THE STATION FROM THE POST OFFICE IN OAK GROVE,
 GC2493'KENTUCKY GO NORTH ON U.S. HIGHWAY 41A FOR 4.10 MILES
 GC2493'TO GRAVEL ROAD LEFT.  TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 0.90
 GC2493'MILE TO AZIMUTH ON RIGHT.  CONTINUE WEST ON GRAVEL ROAD FOR
 GC2493'0.20 MILE TO PRIVATE DRIVE LEFT.  TURN LEFT AND GO SOUTH ON
 GC2493'PRIVATE DRIVE FOR 0.05 MILE TO DAIRY BARN.  CONTINUE SOUTH ON
 GC2493'FIELD ROAD FOR 0.05 MILE TO STATION ON LEFT.
 GC2493'
 GC2493'STATION MARK IS 114.4 FEET NORTHEAST OF 24 IN WALNUT TREE, 72.6
 GC2493'FEET NORTH OF 20 IN WALNUT TREE, 56.0 FEET SOUTHEAST OF CENTER OF
 GC2493'ROAD AND 47.5 FEET EAST OF METAL WITNESS POST AND SIGN.  THE MARK
 GC2493'IS FLUSH AND IS STAMPED I24-T24 1967.
 GC2493'
 GC2493'REFERENCE MARK NO. 1 IS 70.46 FEET SOUTH OF STATION, 95.5
 GC2493'FEET SOUTHEAST OF METAL WITNESS POST AND SIGN, 8.4 FEET EAST
 GC2493'OF 20 IN WALNUT TREE AND 2.0 FEET NORTH OF FENCE.  THE MARK IS
 GC2493'FLUSH AND IS STAMPED I24-T24 NO. 1 1967.
 GC2493'
 GC2493'REFERENCE MARK NO. 2 IS 46.92 FEET WEST OF STATION, 14.5 FEET
 GC2493'SOUTHEAST OF CENTER OF ROAD, 1.3 FEET EAST OF FENCE AND 1.2 FEET
 GC2493'NORTH OF METAL WITNESS POST.  THE MARK IS FLUSH AND IS STAMPED
 GC2493'I24-T24 NO. 2 1967.
 GC2493'
 GC2493'AZIMUTH MARK IS ABOUT 0.53 MILE NORTH OF STATION, 25.0 FEET
 GC2493'NORTH OF CENTER OF ROAD, 2.0 FEET SOUTH OF FENCE AND 1.5 FEET
 GC2493'SOUTH OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 6 INCHES
 GC2493'AND IS STAMPED I24-T24 1967.
 GC2493'
 GC2493'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC2493'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN
 GC2493'CONCRETE AS DESCRIBED.
 GC2493'
 GC2493'HEIGHT OF LIGHT ABOVE STATION MARK 15.59 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1296 ***********************************************************************
 GC1296  DESIGNATION -  I24 T24 AZ MK
 GC1296  PID         -  GC1296
 GC1296  STATE/COUNTY-  KY/CHRISTIAN
 GC1296  USGS QUAD   -  OAK GROVE (1982)
 GC1296
 GC1296                         *CURRENT SURVEY CONTROL
 GC1296  ___________________________________________________________________
 GC1296* NAD 83(1986)-  36 43 17.     (N)    087 28 38.     (W)     SCALED    
 GC1296* NAVD 88     -       177.716  (meters)     583.06   (feet)  ADJUSTED  
 GC1296  ___________________________________________________________________
 GC1296  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC1296  DYNAMIC HT  -         177.573 (meters)     582.59  (feet)  COMP
 GC1296  MODELED GRAV-     979,821.1   (mgal)                       NAVD 88
 GC1296
 GC1296  VERT ORDER  -  SECOND    CLASS 0
 GC1296
 GC1296.The horizontal coordinates were scaled from a topographic map and have
 GC1296.an estimated accuracy of +/- 6 seconds.
 GC1296
 GC1296.The orthometric height was determined by differential leveling
 GC1296.and adjusted by the National Geodetic Survey in June 1991..
 GC1296
 GC1296.The geoid height was determined by GEOID03.
 GC1296
 GC1296.The dynamic height is computed by dividing the NAVD 88
 GC1296.geopotential number by the normal gravity value computed on the
 GC1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1296.degrees latitude (g = 980.6199 gals.).
 GC1296
 GC1296.The modeled gravity was interpolated from observed gravity values.
 GC1296
 GC1296;                    North         East    Units  Estimated Accuracy
 GC1296;SPC KY1Z     - 1,044,500.    1,345,690.      MT  (+/- 180 meters Scaled)
 GC1296
 GC1296                          SUPERSEDED SURVEY CONTROL
 GC1296
 GC1296  NGVD 29 (??/??/92)  177.748  (m)          583.16   (f) ADJ UNCH    2 0
 GC1296
 GC1296.Superseded values are not recommended for survey control.
 GC1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1296.See file dsdata.txt to determine how the superseded data were derived.
 GC1296
 GC1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF573640(NAD 83)
 GC1296_MARKER: DD = SURVEY DISK
 GC1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1296_STAMPING: I24 T-24 1967
 GC1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1296+STABILITY: SURFACE MOTION
 GC1296
 GC1296  HISTORY     - Date     Condition        Report By
 GC1296  HISTORY     - 1967     MONUMENTED       KYHD
 GC1296  HISTORY     - 1968     GOOD             KYHD
 GC1296
 GC1296                          STATION DESCRIPTION
 GC1296
 GC1296'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GC1296'5 MI NW FROM OAK GROVE.
 GC1296'ABOUT 4.10 MILES NORTH ALONG U.S. 41 A FROM POST OFFICE IN OAK
 GC1296'GROVE TO GRAVEL RD. LT. THENCE, ABOUT 0.90 MILE WEST ALONG GRAVEL
 GC1296'RD. TO STATION ON RT., 25.00 FEET NORTH OF CENTER OF RD., 2.00
 GC1296'FEET SOUTH OF FENCE, AND 1.50 FEET SOUTH OF METAL WITNESS POST
 GC1296'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 GC1296'TOP OF CONCRETE POST PROJECTING 6 INCHES AND STAMPED I-24 T-24,
 GC1296'1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1305 ***********************************************************************
 GC1305  DESIGNATION -  I24 T25
 GC1305  PID         -  GC1305
 GC1305  STATE/COUNTY-  KY/CHRISTIAN
 GC1305  USGS QUAD   -  OAK GROVE (1982)
 GC1305
 GC1305                         *CURRENT SURVEY CONTROL
 GC1305  ___________________________________________________________________
 GC1305* NAD 83(1993)-  36 40 01.27742(N)    087 23 20.61290(W)     ADJUSTED  
 GC1305* NAVD 88     -       185.399  (meters)     608.26   (feet)  ADJUSTED  
 GC1305  ___________________________________________________________________
 GC1305  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GC1305  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1305  DYNAMIC HT  -         185.248 (meters)     607.77  (feet)  COMP
 GC1305  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GC1305
 GC1305  HORZ ORDER  -  SECOND
 GC1305  VERT ORDER  -  SECOND    CLASS 0
 GC1305
 GC1305.The horizontal coordinates were established by classical geodetic methods
 GC1305.and adjusted by the National Geodetic Survey in December 1995..
 GC1305
 GC1305.The orthometric height was determined by differential leveling
 GC1305.and adjusted by the National Geodetic Survey in June 1991..
 GC1305
 GC1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1305
 GC1305.The geoid height was determined by GEOID03.
 GC1305
 GC1305.The dynamic height is computed by dividing the NAVD 88
 GC1305.geopotential number by the normal gravity value computed on the
 GC1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1305.degrees latitude (g = 980.6199 gals.).
 GC1305
 GC1305.The modeled gravity was interpolated from observed gravity values.
 GC1305
 GC1305;                    North         East     Units Scale Factor Converg.
 GC1305;SPC KY1Z     - 1,038,322.828 1,353,460.022   MT  1.00012559   -1 00 22.7
 GC1305;SPC KY1Z     - 3,406,564.14  4,440,476.76   sFT  1.00012559   -1 00 22.7
 GC1305;SPC KY S     -   538,301.786   353,476.381   MT  1.00001270   -0 59 38.5
 GC1305;SPC KY S     - 1,766,078.44  1,159,697.09   sFT  1.00001270   -0 59 38.5
 GC1305;UTM  16      - 4,058,005.512   465,232.607   MT  0.99961489   -0 13 56.4
 GC1305
 GC1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1305!SPC KY1Z     -   0.99997555  x   1.00012559  =   1.00010114
 GC1305!SPC KY S     -   0.99997555  x   1.00001270  =   0.99998825
 GC1305!UTM  16      -   0.99997555  x   0.99961489  =   0.99959045
 GC1305
 GC1305|---------------------------------------------------------------------|
 GC1305| PID    Reference Object                     Distance      Geod. Az  |
 GC1305|                                                           dddmmss.s |
 GC1305| GC1302 I24 T25 RM 1                         20.614 METERS 00309     |
 GC1305| GC1303 I24 T25 RM 2                         21.891 METERS 08218     |
 GC1305| GC1306 I24 T25 AZ MK                                      2881140.1 |
 GC1305|---------------------------------------------------------------------|
 GC1305
 GC1305                          SUPERSEDED SURVEY CONTROL
 GC1305
 GC1305  NAD 83(1986)-  36 40 01.28659(N)    087 23 20.61604(W) AD(       ) 2
 GC1305  NAD 27      -  36 40 01.12236(N)    087 23 20.58325(W) AD(       ) 2
 GC1305  NGVD 29 (??/??/92)  185.438  (m)          608.39   (f) ADJ UNCH    2 0
 GC1305
 GC1305.Superseded values are not recommended for survey control.
 GC1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1305.See file dsdata.txt to determine how the superseded data were derived.
 GC1305
 GC1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6523358006(NAD 83)
 GC1305_MARKER: DD = SURVEY DISK
 GC1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1305_STAMPING: I-24 T-25 1967
 GC1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1305+STABILITY: SURFACE MOTION
 GC1305
 GC1305  HISTORY     - Date     Condition        Report By
 GC1305  HISTORY     - 1967     MONUMENTED       KYHD
 GC1305  HISTORY     - 1967     GOOD             KYDT
 GC1305  HISTORY     - 1974     MARK NOT FOUND   USGS
 GC1305
 GC1305                          STATION DESCRIPTION
 GC1305
 GC1305'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1967
 GC1305'3 MI E FROM OAK GROVE.
 GC1305'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 41-A FROM THE POST
 GC1305'OFFICE AT OAK GROVE, THENCE ABOUT 1.75 MILES EAST ALONG STATE
 GC1305'HIGHWAY 911, THENCE ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY
 GC1305'115 TO A GRAVEL ROAD RIGHT AT GOOD HOPE CEMETERY.  THENCE ABOUT
 GC1305'1.0 MILE EAST ALONG GRAVEL ROAD.  MARK IS LOCATED ON LAND OWNED
 GC1305'BY MR. ALLAN BURKE.  IT IS ON TOP OF A HILL IN AN OPEN PASTURE
 GC1305'AND ABOUT 281 FEET SOUTH OF THE CENTER OF GRAVEL ROAD.  A
 GC1305'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 GC1305'CONCRETE FLUSH WITH GROUND AND STAMPED I-24 T-25 1967.
 GC1305'DESCRIPTION IS IN OPEN PASTURE 281 FEET SOUTH CENTER GRAVEL ROAD.
 GC1305'THIS FIELD IS NOW UNDER CULTIVATION AND IN CORN.  PROBABLY HAS
 GC1305'BEEN DESTROYED, BUT NO WAY TO DETERMINE.
 GC1305
 GC1305                          STATION RECOVERY (1967)
 GC1305
 GC1305'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1967 (HB)
 GC1305'STATION IS LOCATED ABOUT 3.00 MILES EAST OF OAK GROVE,
 GC1305'KENTUCKY.  IT IS ON TOP OF HILL IN OPEN PASTURE ON LAND
 GC1305'OWNED BY MR. ALLEN BURKE.
 GC1305'
 GC1305'TO REACH THE STATION FROM THE POST OFFICE IN OAK GROVE,
 GC1305'KENTUCKY GO NORTH ON U.S. HIGHWAY 41A FOR 0.25 MILE TO STATE
 GC1305'HIGHWAY 911 RIGHT.  TURN RIGHT AND GO EAST ON STATE HIGHWAY
 GC1305'911 FOR 1.75 MILES TO JUNCTION WITH STATE HIGHWAY 115.  TURN
 GC1305'LEFT AND GO NORTH ON STATE HIGHWAY 115 FOR 0.75 MILE TO GRAVEL
 GC1305'ROAD RIGHT AT GOOD HOPE CEMETERY.  TURN RIGHT AND GO EAST
 GC1305'ON GRAVEL ROAD FOR 0.80 MILE TO AZIMUTH ON LEFT.  CONTINUE EAST
 GC1305'ON GRAVEL ROAD FOR 0.20 MILE TO STATION ON RIGHT.
 GC1305'
 GC1305'STATION MARK IS 281 FEET SOUTH OF CENTER OF ROAD.  THE MARK
 GC1305'IS FLUSH AND IS STAMPED I24-T25 1967.
 GC1305'
 GC1305'REFERENCE MARK NO. 1 IS 67.63 FEET NORTH OF STATION AND 214
 GC1305'FEET SOUTH OF CENTER OF ROAD.
 GC1305'
 GC1305'REFERENCE MARK NO. 2 71.82 FEET EAST OF STATION AND 277 FEET
 GC1305'SOUTH OF CENTER OF ROAD.  THE MARK IS FLUSH AND IS STAMPED
 GC1305'I24-T25 NO. 2 1967.
 GC1305'
 GC1305'AZIMUTH MARK IS ABOUT 0.28 MILE WEST OF STATION, 159.5
 GC1305'FEET NORTHWEST OF NORTHWEST CORNER OF ONE STORY FRAME HOUSE,
 GC1305'30.0 FEET NORTH OF CENTER OF ROAD AT DRIVE, 5.0 FEET SOUTHEAST
 GC1305'OF 14 IN OAK TREE AND 1.8 FEET SOUTH OF METAL WITNESS POST
 GC1305'AND SIGN.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 GC1305'I24-T25 1967.
 GC1305'
 GC1305'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 GC1305'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN
 GC1305'CONCRETE AS DESCRIBED.
 GC1305'
 GC1305'HEIGHT OF LIGHT ABOVE STATION MARK 21.84 METERS.
 GC1305
 GC1305                          STATION RECOVERY (1974)
 GC1305
 GC1305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GC1305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1306 ***********************************************************************
 GC1306  DESIGNATION -  I24 T25 AZ MK
 GC1306  PID         -  GC1306
 GC1306  STATE/COUNTY-  KY/CHRISTIAN
 GC1306  USGS QUAD   -  OAK GROVE (1982)
 GC1306
 GC1306                         *CURRENT SURVEY CONTROL
 GC1306  ___________________________________________________________________
 GC1306* NAD 83(1986)-  36 40 05.     (N)    087 23 37.     (W)     SCALED    
 GC1306* NAVD 88     -       180.647  (meters)     592.67   (feet)  ADJUSTED  
 GC1306  ___________________________________________________________________
 GC1306  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1306  DYNAMIC HT  -         180.499 (meters)     592.19  (feet)  COMP
 GC1306  MODELED GRAV-     979,813.0   (mgal)                       NAVD 88
 GC1306
 GC1306  VERT ORDER  -  SECOND    CLASS 0
 GC1306
 GC1306.The horizontal coordinates were scaled from a topographic map and have
 GC1306.an estimated accuracy of +/- 6 seconds.
 GC1306
 GC1306.The orthometric height was determined by differential leveling
 GC1306.and adjusted by the National Geodetic Survey in June 1991..
 GC1306
 GC1306.The geoid height was determined by GEOID03.
 GC1306
 GC1306.The dynamic height is computed by dividing the NAVD 88
 GC1306.geopotential number by the normal gravity value computed on the
 GC1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1306.degrees latitude (g = 980.6199 gals.).
 GC1306
 GC1306.The modeled gravity was interpolated from observed gravity values.
 GC1306
 GC1306;                    North         East    Units  Estimated Accuracy
 GC1306;SPC KY1Z     - 1,038,450.    1,353,060.      MT  (+/- 180 meters Scaled)
 GC1306
 GC1306                          SUPERSEDED SURVEY CONTROL
 GC1306
 GC1306  NGVD 29 (??/??/92)  180.686  (m)          592.80   (f) ADJ UNCH    2 0
 GC1306
 GC1306.Superseded values are not recommended for survey control.
 GC1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1306.See file dsdata.txt to determine how the superseded data were derived.
 GC1306
 GC1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF648581(NAD 83)
 GC1306_MARKER: DB = BENCH MARK DISK
 GC1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1306_STAMPING: I-24 T-25 1967
 GC1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1306+STABILITY: SURFACE MOTION
 GC1306
 GC1306  HISTORY     - Date     Condition        Report By
 GC1306  HISTORY     - 1967     MONUMENTED       KYHD
 GC1306  HISTORY     - 1974     MARK NOT FOUND   USGS
 GC1306
 GC1306                          STATION DESCRIPTION
 GC1306
 GC1306'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1967
 GC1306'2.8 MI E FROM OAK GROVE.
 GC1306'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 41-A FROM THE POST
 GC1306'OFFICE AT OAK GROVE, THENCE ABOUT 1.75 MILES EAST ALONG STATE
 GC1306'HIGHWAY 911, THENCE ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY 115
 GC1306'TO A GRAVEL ROAD RIGHT AT GOOD HOPE CEMETERY.  THENCE ABOUT 0.8
 GC1306'MILE EAST ALONG GRAVEL ROAD.  NEAR THE JUNCTION OF A PRIVATE
 GC1306'DRIVE SOUTH, ABOUT 159 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER
 GC1306'OF A ONE STORY FRAME HOUSE, 30 FEET NORTH OF THE CENTER OF ROAD
 GC1306'AT DRIVE SOUTH, 5 FEET SOUTHEAST OF A 14-INCH OAK TREE AND 1.8
 GC1306'FEET SOUTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GC1306'OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE PROJECTING 6
 GC1306'INCHES AND STAMPED I-24 T-25 1967.  NOTE-- THE ROAD HAS BEEN
 GC1306'WIDENED AND THE R/W HAS BEEN CLEARED.
 GC1306
 GC1306                          STATION RECOVERY (1974)
 GC1306
 GC1306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GC1306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1302 ***********************************************************************
 GC1302  DESIGNATION -  I24 T25 RM 1
 GC1302  PID         -  GC1302
 GC1302  STATE/COUNTY-  KY/CHRISTIAN
 GC1302  USGS QUAD   -  OAK GROVE (1982)
 GC1302
 GC1302                         *CURRENT SURVEY CONTROL
 GC1302  ___________________________________________________________________
 GC1302* NAD 83(1986)-  36 40 01.     (N)    087 23 20.     (W)     SCALED    
 GC1302* NAVD 88     -       185.079  (meters)     607.21   (feet)  ADJUSTED  
 GC1302  ___________________________________________________________________
 GC1302  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1302  DYNAMIC HT  -         184.929 (meters)     606.72  (feet)  COMP
 GC1302  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GC1302
 GC1302  VERT ORDER  -  SECOND    CLASS 0
 GC1302
 GC1302.The horizontal coordinates were scaled from a topographic map and have
 GC1302.an estimated accuracy of +/- 6 seconds.
 GC1302
 GC1302.The orthometric height was determined by differential leveling
 GC1302.and adjusted by the National Geodetic Survey in June 1991..
 GC1302
 GC1302.The geoid height was determined by GEOID03.
 GC1302
 GC1302.The dynamic height is computed by dividing the NAVD 88
 GC1302.geopotential number by the normal gravity value computed on the
 GC1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1302.degrees latitude (g = 980.6199 gals.).
 GC1302
 GC1302.The modeled gravity was interpolated from observed gravity values.
 GC1302
 GC1302;                    North         East    Units  Estimated Accuracy
 GC1302;SPC KY1Z     - 1,038,310.    1,353,480.      MT  (+/- 180 meters Scaled)
 GC1302
 GC1302                          SUPERSEDED SURVEY CONTROL
 GC1302
 GC1302  NGVD 29 (??/??/92)  185.118  (m)          607.34   (f) ADJ UNCH    2 0
 GC1302
 GC1302.Superseded values are not recommended for survey control.
 GC1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1302.See file dsdata.txt to determine how the superseded data were derived.
 GC1302
 GC1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF652579(NAD 83)
 GC1302_MARKER: DD = SURVEY DISK
 GC1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1302_STAMPING: I-24 T-25 NO 1 1965
 GC1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1302+STABILITY: SURFACE MOTION
 GC1302
 GC1302  HISTORY     - Date     Condition        Report By
 GC1302  HISTORY     - 1967     MONUMENTED       KYHD
 GC1302  HISTORY     - 1968     GOOD             KYHD
 GC1302
 GC1302                          STATION DESCRIPTION
 GC1302
 GC1302'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GC1302'3 MI E FROM OAK GROVE.
 GC1302'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 41-A FROM THE POST OFFICE
 GC1302'AT OAK GROVE, THENCE ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY
 GC1302'911, THENCE ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY 115 TO A
 GC1302'GRAVEL ROAD RIGHT AT GOOD HOPE CEMETERY.  THENCE ABOUT 1.0 MILE
 GC1302'EAST ALONG GRAVEL ROAD.  MARK IS LOCATED ON LAND OWNED BY MR.
 GC1302'ALLAN BURKE.  IT IS NEAR THE TOP OF A HILL IN AN OPEN PASTURE AND
 GC1302'ABOUT 214 FEET SOUTH OF THE CENTER OF GRAVEL ROAD.  A KENTUCKY
 GC1302'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE
 GC1302'FLUSH WITH GROUND AND STAMPED I-24 T-25 NO. 1 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1303 ***********************************************************************
 GC1303  DESIGNATION -  I24 T25 RM 2
 GC1303  PID         -  GC1303
 GC1303  STATE/COUNTY-  KY/CHRISTIAN
 GC1303  USGS QUAD   -  OAK GROVE (1982)
 GC1303
 GC1303                         *CURRENT SURVEY CONTROL
 GC1303  ___________________________________________________________________
 GC1303* NAD 83(1986)-  36 40 01.     (N)    087 23 20.     (W)     SCALED    
 GC1303* NAVD 88     -       184.997  (meters)     606.94   (feet)  ADJUSTED  
 GC1303  ___________________________________________________________________
 GC1303  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1303  DYNAMIC HT  -         184.846 (meters)     606.45  (feet)  COMP
 GC1303  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GC1303
 GC1303  VERT ORDER  -  SECOND    CLASS 0
 GC1303
 GC1303.The horizontal coordinates were scaled from a topographic map and have
 GC1303.an estimated accuracy of +/- 6 seconds.
 GC1303
 GC1303.The orthometric height was determined by differential leveling
 GC1303.and adjusted by the National Geodetic Survey in June 1991..
 GC1303
 GC1303.The geoid height was determined by GEOID03.
 GC1303
 GC1303.The dynamic height is computed by dividing the NAVD 88
 GC1303.geopotential number by the normal gravity value computed on the
 GC1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1303.degrees latitude (g = 980.6199 gals.).
 GC1303
 GC1303.The modeled gravity was interpolated from observed gravity values.
 GC1303
 GC1303;                    North         East    Units  Estimated Accuracy
 GC1303;SPC KY1Z     - 1,038,310.    1,353,480.      MT  (+/- 180 meters Scaled)
 GC1303
 GC1303                          SUPERSEDED SURVEY CONTROL
 GC1303
 GC1303  NGVD 29 (??/??/92)  185.036  (m)          607.07   (f) ADJ UNCH    2 0
 GC1303
 GC1303.Superseded values are not recommended for survey control.
 GC1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1303.See file dsdata.txt to determine how the superseded data were derived.
 GC1303
 GC1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF652579(NAD 83)
 GC1303_MARKER: DD = SURVEY DISK
 GC1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1303_STAMPING: I-24 T-25 NO 2 1967
 GC1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1303+STABILITY: SURFACE MOTION
 GC1303
 GC1303  HISTORY     - Date     Condition        Report By
 GC1303  HISTORY     - 1967     MONUMENTED       KYHD
 GC1303  HISTORY     - 1968     GOOD             KYHD
 GC1303
 GC1303                          STATION DESCRIPTION
 GC1303
 GC1303'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GC1303'3 MI E FROM OAK GROVE.
 GC1303'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 41-A FROM THE POST OFFICE
 GC1303'AT OAK GROVE, THENCE ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY
 GC1303'911, THENCE ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY 115 TO A
 GC1303'GRAVEL ROAD RIGHT AT GOOD HOPE CEMETERY.  THENCE ABOUT 1.0 MILE
 GC1303'EAST ALONG GRAVEL ROAD.  MARK IS LOCATED ON LAND OWNED BY
 GC1303'MR. ALLAN BURKE.  IT IS NEAR THE TOP OF A HILL IN AN OPEN PASTURE
 GC1303'AND ABOUT 277 FEET SOUTH OF THE CENTER OF GRAVEL ROAD.  A
 GC1303'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 GC1303'CONCRETE FLUSH WITH GROUND AND STAMPED I-24 T-25 NO. 2 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1548 ***********************************************************************
 HB1548  DESIGNATION -  I24 T3
 HB1548  PID         -  HB1548
 HB1548  STATE/COUNTY-  KY/MCCRACKEN
 HB1548  USGS QUAD   -  PADUCAH EAST (1982)
 HB1548
 HB1548                         *CURRENT SURVEY CONTROL
 HB1548  ___________________________________________________________________
 HB1548* NAD 83(1993)-  37 01 04.98179(N)    088 35 27.62305(W)     ADJUSTED  
 HB1548* NAVD 88     -       101.9    (meters)     334.     (feet)  VERTCON   
 HB1548  ___________________________________________________________________
 HB1548  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 HB1548  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HB1548
 HB1548  HORZ ORDER  -  SECOND
 HB1548
 HB1548.The horizontal coordinates were established by classical geodetic methods
 HB1548.and adjusted by the National Geodetic Survey in December 1995..
 HB1548
 HB1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1548
 HB1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1548
 HB1548.The geoid height was determined by GEOID03.
 HB1548
 HB1548;                    North         East     Units Scale Factor Converg.
 HB1548;SPC KY1Z     - 1,079,842.025 1,247,212.000   MT  1.00001626   -1 44 39.4
 HB1548;SPC KY1Z     - 3,542,781.71  4,091,894.70   sFT  1.00001626   -1 44 39.4
 HB1548;SPC KY S     -   579,786.355   247,225.140   MT  0.99996053   -1 43 22.7
 HB1548;SPC KY S     - 1,902,182.40    811,104.48   sFT  0.99996053   -1 43 22.7
 HB1548;UTM  16      - 4,098,058.049   358,466.927   MT  0.99984677   -0 57 29.0
 HB1548
 HB1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1548!SPC KY1Z     -   0.99998848  x   1.00001626  =   1.00000474
 HB1548!SPC KY S     -   0.99998848  x   0.99996053  =   0.99994902
 HB1548!UTM  16      -   0.99998848  x   0.99984677  =   0.99983526
 HB1548
 HB1548|---------------------------------------------------------------------|
 HB1548| PID    Reference Object                     Distance      Geod. Az  |
 HB1548|                                                           dddmmss.s |
 HB1548| CI3915 I24 T3 RM 3                           7.432 METERS 01043     |
 HB1548| CI3914 I24 T3 RM 2                          36.100 METERS 10324     |
 HB1548| CI3916 I24 T3 RM 4                          10.120 METERS 14257     |
 HB1548| CI3913 I24 T3 RM 1                          35.930 METERS 14818     |
 HB1548| CI3911 I24 T3 AZ MK                                       2102822.1 |
 HB1548| CI3912 I24 T3 AZ MK 2                                     2115933.9 |
 HB1548|---------------------------------------------------------------------|
 HB1548
 HB1548                          SUPERSEDED SURVEY CONTROL
 HB1548
 HB1548  NAD 83(1986)-  37 01 04.98643(N)    088 35 27.62947(W) AD(       ) 2
 HB1548  NAD 27      -  37 01 04.78134(N)    088 35 27.44743(W) AD(       ) 2
 HB1548  NGVD 29 (07/19/86)  101.9    (m)          334.     (f) VERT ANG       
 HB1548
 HB1548.Superseded values are not recommended for survey control.
 HB1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1548.See file dsdata.txt to determine how the superseded data were derived.
 HB1548
 HB1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF5846798058(NAD 83)
 HB1548_MARKER: DD = SURVEY DISK
 HB1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1548
 HB1548  HISTORY     - Date     Condition        Report By
 HB1548  HISTORY     - 1966     MONUMENTED       KYDT
 HB1548  HISTORY     - 1972     GOOD             TVA
 HB1548  HISTORY     - 1976     GOOD             NGS
 HB1548
 HB1548                          STATION DESCRIPTION
 HB1548
 HB1548'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 HB1548'STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHEAST OF PADUCAH,
 HB1548'KENTUCKY ON PROPERTY OWNED BYMR. GEORGE HODGES.
 HB1548'
 HB1548'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 HB1548'STATE HIGHWAY 284 GO SOUTHWEST FOR 0.15 MILE TO JUNCTION WITH
 HB1548'HUSBAND ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 2.65 MILES TO
 HB1548'DRIVE WAY LEFT*.  TURN LEFT INTO DRIVE AND PROCEED ON FOOT
 HB1548'FOR ABOUT 400 FEET TO STATION IN OPEN PASTURE.
 HB1548'
 HB1548'STATION MARK IS 485 FEET WEST OF THE SOUTHWEST LEG OF
 HB1548'T.V.A. TRANSMISSION TOWER, 399 FEET SOUTH OF THE SOUTHEAST CORNER
 HB1548'OF A BARN, 202 FEET NORTH OF FENCE CORNER AND 105 FEET NORTH OF
 HB1548'METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND IS STAMPED
 HB1548'I24-T3 1966.
 HB1548'
 HB1548'REFERENCE MARK NO. 1 IS 117.87 FEET NORTHEAST OF STATION AND 424
 HB1548'FEET NORTHWEST OF THE SOUTHWEST LEG OF T.V.A. TRANSMISSION
 HB1548'TOWER.  THE MARK IS FLUSH AND IS STAMPED I24-T3 NO. 1 1966.
 HB1548'
 HB1548'REFERENCE MARK NO. 2 IS 118.43 FEET NORTH OF STATION AND 289
 HB1548'FEET SOUTH OF THE SOUTHEAST CORNER OF BARN.  THE MARK IS FLUSH
 HB1548'AND IS STAMPED I24-T3 NO. 2 1966.
 HB1548'
 HB1548'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH OF STATION, 77.7 FEET EAST
 HB1548'OF THE NORTHEAST CORNER OF A ONE STORY FRAME HOUSE, 22.7 FEET
 HB1548'NORTHWEST OF THE CENTERLINE OF HUSBAND ROAD, 1.2 FEET EAST OF
 HB1548'THE END FENCE POST AND 1.9 FEET SOUTHEAST OF A METAL WITNESS
 HB1548'POST AND SIGN.  THE MARK IS FLUSH AND IS STAMPED I24-T3 1966.
 HB1548'
 HB1548'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT
 HB1548'FOR 0.2 MILE TO DRIVEWAY RIGHT AND AZIMUTH ON RIGHT.
 HB1548'
 HB1548'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HB1548'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HB1548'
 HB1548'HEIGHT OF LIGHT ABOVE STATION MARK 15.64 METERS.
 HB1548
 HB1548                          STATION RECOVERY (1972)
 HB1548
 HB1548'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 HB1548'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 HB1548
 HB1548                          STATION RECOVERY (1976)
 HB1548
 HB1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HB1548'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 HB1548'REFERENCE MARKS WERE NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY
 HB1548'FARMING.  THE AZIMUTH MARK WAS IN THE WAY OF ROAD WORK AND WAS
 HB1548'DESTROYED AFTER A NEW MARK WAS SET.  A NEW DESCRIPTION FOLLOWS--
 HB1548'
 HB1548'THE STATION IS ON ROAD RIGHT-OF-WAY, 0.25 MILE NORTH OF THE
 HB1548'INTERSECTION OF INTERSTATE HIGHWAY 24 AND HUSBANDS ROAD, 13 FEET
 HB1548'WEST OF THE EAST RIGHT-OF-WAY FENCE OF HUSBAND ROAD, 1 FOOT SOUTH
 HB1548'OF A METAL WITNESS POST, 1 FOOT NORTH OF A METAL WITNESS POST,
 HB1548'12 FEET EAST OF THE CENTERLINE OF A DRAINAGE DITCH AND 34 FEET
 HB1548'SOUTH OF THE CENTER OF A DRAINAGE DITCH.  THE MONUMENT IS FLUSH
 HB1548'AND THE DISK IS STAMPED I24-T3 1966.  (A SQUARE CONCRETE POST WITH
 HB1548'A STANDARD KHD DISK.)
 HB1548'
 HB1548'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 HB1548'MAGNETS, STAMPED I 24 T 3 1966 NO 3 1976, PROJECTING 2 INCHES, 1
 HB1548'FOOT SOUTH OF A METAL WITNESS POST AND SET IN THE EAST RIGHT-OF-WAY
 HB1548'FENCE LINE OF HUSBANDS ROAD.
 HB1548'
 HB1548'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 HB1548'MAGNETS, STAMPED I 24 T 3 1966 NO 4 1976, PROJECTING 2 INCHES, 1
 HB1548'FOOT NORTH OF A METAL WITNESS POST AND IN THE EAST RIGHT-OF-WAY
 HB1548'FENCE LINE OF HUSBANDS ROAD.
 HB1548'
 HB1548'THE AZIMUTH MARK IS A STANDARD PRE-CAST ALUMINUM REFERENCE MARK
 HB1548'MONUMENT WITH MAGNETS, STAMPED I 24 T 3 1966 AZ 2 1976, PROJECTING
 HB1548'3 INCHES, 2 FEET NORTHEAST OF A FIRE HYDRANT, 1 FOOT NORTHWEST OF
 HB1548'A METAL WITNESS POST, 37 FEET SOUTHEAST OF A POWER POLE AND 33
 HB1548'FEET EAST OF THE CENTERLINE OF OLD HUSBANDS ROAD.
 HB1548'
 HB1548'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 HB1548'SOUTHEAST OF PADUCAH.
 HB1548'
 HB1548'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1528 ***********************************************************************
 GD1528  DESIGNATION -  I24 T4
 GD1528  PID         -  GD1528
 GD1528  STATE/COUNTY-  KY/MCCRACKEN
 GD1528  USGS QUAD   -  SYMSONIA (1982)
 GD1528
 GD1528                         *CURRENT SURVEY CONTROL
 GD1528  ___________________________________________________________________
 GD1528* NAD 83(1993)-  36 59 32.67330(N)    088 31 59.85061(W)     ADJUSTED  
 GD1528* NAVD 88     -       123.2    (meters)     404.     (feet)  VERTCON   
 GD1528  ___________________________________________________________________
 GD1528  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 GD1528  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GD1528
 GD1528  HORZ ORDER  -  SECOND
 GD1528
 GD1528.The horizontal coordinates were established by classical geodetic methods
 GD1528.and adjusted by the National Geodetic Survey in December 1995..
 GD1528
 GD1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1528
 GD1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1528
 GD1528.The geoid height was determined by GEOID03.
 GD1528
 GD1528;                    North         East     Units Scale Factor Converg.
 GD1528;SPC KY1Z     - 1,076,842.879 1,252,260.949   MT  1.00002300   -1 42 31.8
 GD1528;SPC KY1Z     - 3,532,942.01  4,108,459.46   sFT  1.00002300   -1 42 31.8
 GD1528;SPC KY S     -   576,789.240   252,274.900   MT  0.99996309   -1 41 16.7
 GD1528;SPC KY S     - 1,892,349.36    827,671.90   sFT  0.99996309   -1 41 16.7
 GD1528;UTM  16      - 4,095,128.991   363,555.626   MT  0.99982935   -0 55 21.9
 GD1528
 GD1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1528!SPC KY1Z     -   0.99998515  x   1.00002300  =   1.00000815
 GD1528!SPC KY S     -   0.99998515  x   0.99996309  =   0.99994824
 GD1528!UTM  16      -   0.99998515  x   0.99982935  =   0.99981450
 GD1528
 GD1528:                Primary Azimuth Mark                     Grid Az
 GD1528:SPC KY1Z     -  I24 T4 AZ MK                             059 48 04.8
 GD1528:SPC KY S     -  I24 T4 AZ MK                             059 46 49.7
 GD1528:UTM  16      -  I24 T4 AZ MK                             059 00 54.9
 GD1528
 GD1528|---------------------------------------------------------------------|
 GD1528| PID    Reference Object                     Distance      Geod. Az  |
 GD1528|                                                           dddmmss.s |
 GD1528| CG3533 I24 T4 AZ MK                                       0580533.0 |
 GD1528| CG3535 I24 T4 RM 2                          13.670 METERS 18325     |
 GD1528| CG3534 I24 T4 RM 1                          28.620 METERS 23344     |
 GD1528|---------------------------------------------------------------------|
 GD1528
 GD1528                          SUPERSEDED SURVEY CONTROL
 GD1528
 GD1528  NAD 83(1986)-  36 59 32.67758(N)    088 31 59.85668(W) AD(       ) 2
 GD1528  NAD 27      -  36 59 32.47003(N)    088 31 59.68685(W) AD(       ) 2
 GD1528  NGVD 29 (07/19/86)  123.2    (m)          404.     (f) VERT ANG       
 GD1528
 GD1528.Superseded values are not recommended for survey control.
 GD1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1528.See file dsdata.txt to determine how the superseded data were derived.
 GD1528
 GD1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF6355695129(NAD 83)
 GD1528_MARKER: Z = SEE DESCRIPTION
 GD1528_SETTING: 0 = UNSPECIFIED SETTING
 GD1528
 GD1528  HISTORY     - Date     Condition        Report By
 GD1528  HISTORY     - 1966     MONUMENTED       KYHD
 GD1528
 GD1528                          STATION DESCRIPTION
 GD1528
 GD1528'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 GD1528'STATION IS LOCATED ABOUT 3.4 MILES SOUTHEAST OF PADUCAH AND
 GD1528'ABOUT 1.7 MILE SOUTH OF REIDLAND, ON LAND OWNED BY MR. WALDO EVANS.
 GD1528'
 GD1528'TO REACH THE STATION FROM THE REIDLAND ELEMENTARY SCHOOL GO SOUTH
 GD1528'ON U.S. HIGHWAY 68 FOR 0.75 MILE TO COLD SPRINGS ROAD RIGHT.
 GD1528'TURN RIGHT AND GO WEST FOR 0.25 MILE TO BLAIR ROAD.  TURN RIGHT AND
 GD1528'GO NORTHWEST ON BLAIR ROAD FOR 0.45 MILE TO MR. EVANS HOUSE.  TURN
 GD1528'RIGHT AND PASS ON EAST SIDE OF BARN FOR 0.05 MILE.  TURN LEFT
 GD1528'SOUTHWEST ON ALONG RIDGE TO STATION ON RIGHT.
 GD1528'
 GD1528'STATION MARK IS 259 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST LEG OF
 GD1528'T.V.A. TRANSMISSION TOWER, 106 FEET SOUTH OF A FENCE CORNER AND 94.5
 GD1528'FEET SOUTH-SOUTHEAST OF METAL WITNESS POST AND SIGN.  THE MARK IS
 GD1528'FLUSH AND IS STAMPED I24-T4 1966.
 GD1528'
 GD1528'REFERENCE MARK NO. 1 IS 93.90 FEET NORTH OF STATION, 27.3 FEET
 GD1528'SOUTHWEST OF FENCE CORNER, 1.3 FEET SOUTHEAST OF A FENCE AND 2.5
 GD1528'FEET EAST OF METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND
 GD1528'IS STAMPED I24-T4 NO. 1 1966.
 GD1528'
 GD1528'REFERENCE MARK NO. 2 IS 44.84 FEET NORTHWEST OF STATION, 95.3
 GD1528'FEET SOUTHWEST OF A FENCE CORNER, 54.5 FEET SOUTHEAST OF A 10 INCH
 GD1528'OAK TREE AND 73.2 FEET SOUTH OF METAL WITNESS POST AND SIGN.  THE
 GD1528'MARK IS FLUSH AND IS STAMPED I24-T4 NO. 2 1966.
 GD1528'
 GD1528'AZIMUTH MARK IS ABOUT 0.25 MILE NORTHEAST OF STATION, 86.3 FEET
 GD1528'SOUTHWEST OF THE SOUTHEAST CORNER OF A BARN, 71.5 FEET SOUTH OF A
 GD1528'FENCE CORNER, 15.0 FEET SOUTH OF A GATE POST AND 1.2 FEET NORTH OF
 GD1528'METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND IS STAMPED
 GD1528'I24-T4 1966.
 GD1528'
 GD1528'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE WEST FOR 0.25 MILE
 GD1528'TO SECOND BARN AND AZIMUTH.
 GD1528'
 GD1528'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GD1528'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 GD1528'DESCRIBED.
 GD1528'
 GD1528'HEIGHT OF LIGHT ABOVE STATION MARK 15.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1465 ***********************************************************************
 GD1465  DESIGNATION -  I24 T5
 GD1465  PID         -  GD1465
 GD1465  STATE/COUNTY-  KY/MCCRACKEN
 GD1465  USGS QUAD   -  ELVA (1982)
 GD1465
 GD1465                         *CURRENT SURVEY CONTROL
 GD1465  ___________________________________________________________________
 GD1465* NAD 83(1993)-  36 59 22.53890(N)    088 29 32.53049(W)     ADJUSTED  
 GD1465* NAVD 88     -       125.1    (meters)     410.     (feet)  VERTCON   
 GD1465  ___________________________________________________________________
 GD1465  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 GD1465  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GD1465
 GD1465  HORZ ORDER  -  SECOND
 GD1465
 GD1465.The horizontal coordinates were established by classical geodetic methods
 GD1465.and adjusted by the National Geodetic Survey in December 1995..
 GD1465
 GD1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1465
 GD1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1465
 GD1465.The geoid height was determined by GEOID03.
 GD1465
 GD1465;                    North         East     Units Scale Factor Converg.
 GD1465;SPC KY1Z     - 1,076,422.755 1,255,893.177   MT  1.00002375   -1 41 01.3
 GD1465;SPC KY1Z     - 3,531,563.66  4,120,376.20   sFT  1.00002375   -1 41 01.3
 GD1465;SPC KY S     -   576,370.455   255,907.061   MT  0.99996338   -1 39 47.3
 GD1465;SPC KY S     - 1,890,975.40    839,588.42   sFT  0.99996338   -1 39 47.3
 GD1465;UTM  16      - 4,094,758.800   367,192.547   MT  0.99981728   -0 53 53.0
 GD1465
 GD1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1465!SPC KY1Z     -   0.99998485  x   1.00002375  =   1.00000860
 GD1465!SPC KY S     -   0.99998485  x   0.99996338  =   0.99994823
 GD1465!UTM  16      -   0.99998485  x   0.99981728  =   0.99980214
 GD1465
 GD1465|---------------------------------------------------------------------|
 GD1465| PID    Reference Object                     Distance      Geod. Az  |
 GD1465|                                                           dddmmss.s |
 GD1465| CG3537 I24 T5 RM 2                          10.380 METERS 04107     |
 GD1465| CG3536 I24 T5 RM 1                          13.850 METERS 32531     |
 GD1465| GD1464 I24 T5 AZ MK                        APPROX. 0.5 KM 3520318.9 |
 GD1465|---------------------------------------------------------------------|
 GD1465
 GD1465                          SUPERSEDED SURVEY CONTROL
 GD1465
 GD1465  NAD 83(1986)-  36 59 22.54329(N)    088 29 32.53625(W) AD(       ) 2
 GD1465  NAD 27      -  36 59 22.33450(N)    088 29 32.37540(W) AD(       ) 2
 GD1465  NGVD 29 (07/19/86)  125.1    (m)          410.     (f) VERT ANG       
 GD1465
 GD1465.Superseded values are not recommended for survey control.
 GD1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1465.See file dsdata.txt to determine how the superseded data were derived.
 GD1465
 GD1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF6719394759(NAD 83)
 GD1465_MARKER: DD = SURVEY DISK
 GD1465_SETTING: 0 = UNSPECIFIED SETTING
 GD1465
 GD1465  HISTORY     - Date     Condition        Report By
 GD1465  HISTORY     - 1966     MONUMENTED       KYDT
 GD1465
 GD1465                          STATION DESCRIPTION
 GD1465
 GD1465'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 GD1465'STATION IS LOCATED ABOUT 3.0 MILES SOUTHEAST OF REIDLAND
 GD1465'ON PROPERTY OWNED BY MR. L. R. PHELPS.
 GD1465'
 GD1465'TO REACH THE STATION FROM REIDLAND ELEMENTARY SCHOOL GO
 GD1465'SOUTHEAST ON U.S. HIGHWAY 68 FOR 2.9 MILES TO A CROSSROADS.  TURN
 GD1465'LEFT AND GO NORTH ON ROSEBOWER CHURCH ROAD FOR 0.35 MILE
 GD1465'TO DRIVE RIGHT*.  TURN RIGHT AND GO EAST FOR 0.05 MILE TO
 GD1465'MR. PHELPS RESIDENCE AND STATION.
 GD1465'
 GD1465'STATION MARK IS 135.71 FEET SOUTHEAST OF THE SOUTHEAST LEG OF
 GD1465'T.V.A. TRANSMISSION TOWER 104.17 FEET SOUTH OF A FENCE CORNER,
 GD1465'85.61 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 1-1/2 STORY
 GD1465'FRAME HOUSE, 31.26 FEET WEST OF A FENCE CORNER AND 31.83 FEET
 GD1465'WEST OF METAL WITNESS POST AND SIGN.  AT THE PROPERTY OWNERS
 GD1465'REQUEST THE MARK WAS SET 12 INCHES UNDERGROUND AND STAMPED
 GD1465'I24-T5 1966.
 GD1465'
 GD1465'REFERENCE MARK NO. 1 IS 45.44 FEET NORTHEAST OF STATION, 123.4
 GD1465'FEET SOUTHEAST OF THE SOUTHEAST LEG OF T.V.A. TRANSMISSION
 GD1465'TOWER, 65.5 FEET SOUTH OF A FENCE CORNER AND 42.1 FEET NORTH OF
 GD1465'METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH
 GD1465'AND IS STAMPED I24-T5 NO. 1 1966.
 GD1465'
 GD1465'REFERENCE MARK NO. 2 IS 34.4 FEET SOUTHEAST OF STATION, 51.7
 GD1465'FEET NORTHWEST OF A 1-1/2 STORY FRAME HOUSE, 34.2 FEET NORTHWEST
 GD1465'OF A 48 INCH OAK TREE AND 7.5 FEET SOUTH OF A METAL WITNESS
 GD1465'POST AND SIGN.  THE MARK IS FLUSH AND IS STAMPED I24-T5 NO. 2
 GD1465'1966.
 GD1465'
 GD1465'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF STATION, 70.4 FEET
 GD1465'EAST OF THE SOUTHEAST CORNER OF ONE STORY BRICK HOUSE, 22.3
 GD1465'FEET WEST OF THE CENTERLINE OF A HIGHWAY AND 1.9 FEET SOUTH
 GD1465'OF A POWER POLE.  THE MARK IS FLUSH AND IS STAMPED I24-T5 1966.
 GD1465'
 GD1465'*TO REACH AZIMUTH MARK FROM THIS POINT CONTINUE STRAIGHT
 GD1465'AHEAD FOR 0.3 MILE TO AZIMUTH ON LEFT.
 GD1465'
 GD1465'SURFACE, UNDERGROUND, REFERENCE MARKS AND AZIMUTH MARKS ARE
 GD1465'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE
 GD1465'AS DESCRIBED.
 GD1465'
 GD1465'HEIGHT OF LIGHT ABOVE STATION MARK 15.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1464 ***********************************************************************
 GD1464  DESIGNATION -  I24 T5 AZ MK
 GD1464  PID         -  GD1464
 GD1464  STATE/COUNTY-  KY/MCCRACKEN
 GD1464  USGS QUAD   -  ELVA (1982)
 GD1464
 GD1464                         *CURRENT SURVEY CONTROL
 GD1464  ___________________________________________________________________
 GD1464* NAD 83(1993)-  36 59 39.12792(N)    088 29 35.41671(W)     ADJUSTED  
 GD1464* NAVD 88     -       119.1    (meters)     391.     (feet)  VERTCON   
 GD1464  ___________________________________________________________________
 GD1464  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GD1464  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GD1464
 GD1464  HORZ ORDER  -  SECOND
 GD1464
 GD1464.The horizontal coordinates were established by classical geodetic methods
 GD1464.and adjusted by the National Geodetic Survey in December 1995..
 GD1464
 GD1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1464
 GD1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1464
 GD1464.The geoid height was determined by GEOID03.
 GD1464
 GD1464;                    North         East     Units Scale Factor Converg.
 GD1464;SPC KY1Z     - 1,076,936.035 1,255,836.864   MT  1.00002252   -1 41 03.1
 GD1464;SPC KY1Z     - 3,533,247.64  4,120,191.44   sFT  1.00002252   -1 41 03.1
 GD1464;SPC KY S     -   576,883.683   255,850.567   MT  0.99996290   -1 39 49.1
 GD1464;SPC KY S     - 1,892,659.22    839,403.07   sFT  0.99996290   -1 39 49.1
 GD1464;UTM  16      - 4,095,271.154   367,129.214   MT  0.99981749   -0 53 55.0
 GD1464
 GD1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1464!SPC KY1Z     -   0.99998580  x   1.00002252  =   1.00000831
 GD1464!SPC KY S     -   0.99998580  x   0.99996290  =   0.99994870
 GD1464!UTM  16      -   0.99998580  x   0.99981749  =   0.99980329
 GD1464
 GD1464                          SUPERSEDED SURVEY CONTROL
 GD1464
 GD1464  NAD 83(1986)-  36 59 39.13254(N)    088 29 35.42255(W) AD(       ) 2
 GD1464  NAD 27      -  36 59 38.92385(N)    088 29 35.26141(W) AD(       ) 2
 GD1464  NGVD 29 (07/19/86)  119.1    (m)          391.     (f) VERT ANG       
 GD1464
 GD1464.Superseded values are not recommended for survey control.
 GD1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1464.See file dsdata.txt to determine how the superseded data were derived.
 GD1464
 GD1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF6712995271(NAD 83)
 GD1464_MARKER: DD = SURVEY DISK
 GD1464_SETTING: 0 = UNSPECIFIED SETTING
 GD1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1464
 GD1464  HISTORY     - Date     Condition        Report By
 GD1464  HISTORY     - 1966     MONUMENTED       KYDT
 GD1464  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 GD1464
 GD1464                          STATION DESCRIPTION
 GD1464
 GD1464'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 GD1464'MARK, A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 GD1464'CONCRETE, IS FLUSH WITH THE GROUND AND IS STAMPED I24-T5
 GD1464'1966.  IT IS ABOUT 0.3 MILE NORTHWEST OF STATION, 70.4 FEET
 GD1464'EAST OF THE SOUTHEAST CORNER OF ONE STORY BRICK HOUSE, 22.3
 GD1464'FEET WEST OF THE CENTERLINE OF A HIGHWAY AND 1.9 FEET SOUTH OF A
 GD1464'POWER POLE.
 GD1464
 GD1464                          STATION RECOVERY (2003)
 GD1464
 GD1464'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 GD1464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1462 ***********************************************************************
 GD1462  DESIGNATION -  I24 T6
 GD1462  PID         -  GD1462
 GD1462  STATE/COUNTY-  KY/MARSHALL
 GD1462  USGS QUAD   -  ELVA (1982)
 GD1462
 GD1462                         *CURRENT SURVEY CONTROL
 GD1462  ___________________________________________________________________
 GD1462* NAD 83(1993)-  36 59 27.62431(N)    088 27 50.51034(W)     ADJUSTED  
 GD1462* NAVD 88     -       126.70   (+/-2cm)     415.7    (feet)  VERTCON   
 GD1462  ___________________________________________________________________
 GD1462  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 GD1462  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GD1462
 GD1462  HORZ ORDER  -  SECOND
 GD1462  VERT ORDER  -  THIRD ? (See Below)
 GD1462
 GD1462.The horizontal coordinates were established by classical geodetic methods
 GD1462.and adjusted by the National Geodetic Survey in December 1995..
 GD1462
 GD1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1462.The vertical order pertains to the NGVD 29 superseded value.
 GD1462
 GD1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1462
 GD1462.The geoid height was determined by GEOID03.
 GD1462
 GD1462;                    North         East     Units Scale Factor Converg.
 GD1462;SPC KY1Z     - 1,076,505.716 1,258,419.557   MT  1.00002337   -1 39 58.7
 GD1462;SPC KY1Z     - 3,531,835.84  4,128,664.83   sFT  1.00002337   -1 39 58.7
 GD1462;SPC KY S     -   576,454.313   258,433.259   MT  0.99996323   -1 38 45.4
 GD1462;SPC KY S     - 1,891,250.53    847,876.45   sFT  0.99996323   -1 38 45.4
 GD1462;UTM  16      - 4,094,876.362   369,717.021   MT  0.99980910   -0 52 51.7
 GD1462
 GD1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1462!SPC KY1Z     -   0.99998460  x   1.00002337  =   1.00000797
 GD1462!SPC KY S     -   0.99998460  x   0.99996323  =   0.99994783
 GD1462!UTM  16      -   0.99998460  x   0.99980910  =   0.99979370
 GD1462
 GD1462|---------------------------------------------------------------------|
 GD1462| PID    Reference Object                     Distance      Geod. Az  |
 GD1462|                                                           dddmmss.s |
 GD1462| CG3538 I24 T6 RM 1                          21.970 METERS 17325     |
 GD1462| CG3539 I24 T6 RM 2                          20.570 METERS 23948     |
 GD1462| GD0152 I24 L 21 A                                         3294659.1 |
 GD1462|---------------------------------------------------------------------|
 GD1462
 GD1462                          SUPERSEDED SURVEY CONTROL
 GD1462
 GD1462  NAD 83(1986)-  36 59 27.62893(N)    088 27 50.51596(W) AD(       ) 2
 GD1462  NAD 27      -  36 59 27.41969(N)    088 27 50.36220(W) AD(       ) 2
 GD1462  NGVD 29 (07/19/86)  126.74   (m)          415.8    (f) LEVELING    3  
 GD1462
 GD1462.Superseded values are not recommended for survey control.
 GD1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1462.See file dsdata.txt to determine how the superseded data were derived.
 GD1462
 GD1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF6971794876(NAD 83)
 GD1462_MARKER: DD = SURVEY DISK
 GD1462_SETTING: 0 = UNSPECIFIED SETTING
 GD1462
 GD1462  HISTORY     - Date     Condition        Report By
 GD1462  HISTORY     - 1966     MONUMENTED       KYDT
 GD1462
 GD1462                          STATION DESCRIPTION
 GD1462
 GD1462'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 GD1462'STATION IS LOCATED ABOUT 2.1 MILES SOUTHWEST OF POSSUM TROT,
 GD1462'KENTUCKY AND ABOUT 1.5 MILES NORTH OF SHARP, KENTUCKY ON LAND OWNED
 GD1462'BY MR. GEORGE PHELPS.
 GD1462'
 GD1462'TO REACH THE STATION FROM POSSUM TROT GO WEST ON U.S. HIGHWAY 62
 GD1462'FOR 2.0 MILES TO JUNCTION WITH STATE HIGHWAY 1042 LEFT.  TURN LEFT
 GD1462'AND GO SOUTH ON STATE HIGHWAY 1042 FOR 0.8 MILE TO I24-L21A 1965 ON
 GD1462'RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 1042 FOR 0.4 MILE TO SIDE
 GD1462'ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.2 MILE TO DRIVEWAY
 GD1462'LEFT.  TURN LEFT AND GO NORTH FOR 0.05 MILE TO A ONE STORY
 GD1462'CONCRETE BLOCK HOUSE AND STATION.
 GD1462'
 GD1462'STATION MAKE IS 129.51 FEET NORTHWEST OF A 30 INCH BLACK WALNUT
 GD1462'TREE, 98.8 FEET NORTHEAST OF A FENCE CORNER, 83.1 FEET NORTHWEST OF
 GD1462'A 24 INCH APPLE TREE AND 59.1 FEET EAST OF METAL WITNESS POST AND
 GD1462'SIGN.  THE MARK IS STAMPED I24-T6 1966.
 GD1462'
 GD1462'REFERENCE MARK NO. 1 IS 72.07 FEET SOUTHWEST OF STATION, 38.1 FEET
 GD1462'NORTH OF A FENCE CORNER, 0.7 FOOT EAST OF A FENCE AND 35.8 FEET
 GD1462'SOUTH OF METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND IS
 GD1462'STAMPED I24-T6 NO. 1 1966.
 GD1462'
 GD1462'REFERENCE MARK NO. 2 IS 67.50 FEET NORTHWEST OF STATION, 37.4 FEET
 GD1462'NORTH OF THE SOUTH POST OF A GATE, 1.1 FEET EAST OF A FENCE AND 40.6
 GD1462'FEET NORTH OF METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND
 GD1462'IS STAMPED I24-T6 NO. 2 1966.
 GD1462'
 GD1462'IT IS ABOUT 0.4 MILE NORTHWEST OF STATION, 94.6 FEET SOUTHWEST OF
 GD1462'THE SOUTHWEST CORNER OF A 1 1/2-STORY FRAME HOUSE, 28.2 FEET WEST OF
 GD1462'THE CENTER OF HIGHWAY AT CENTER OF DRIVE AND 1.4 FEET EAST OF
 GD1462'METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 4 INCHES AND IS
 GD1462'STAMPED I24-L21A 1965.
 GD1462'
 GD1462'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GD1462'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GD1462'
 GD1462'HEIGHT OF LIGHT ABOVE STATION MARK 15.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1463 ***********************************************************************
 GD1463  DESIGNATION -  I24 T7
 GD1463  PID         -  GD1463
 GD1463  STATE/COUNTY-  KY/MARSHALL
 GD1463  USGS QUAD   -  ELVA (1982)
 GD1463
 GD1463                         *CURRENT SURVEY CONTROL
 GD1463  ___________________________________________________________________
 GD1463* NAD 83(1993)-  36 59 24.51265(N)    088 23 51.75000(W)     ADJUSTED  
 GD1463* NAVD 88     -       134.9    (meters)     443.     (feet)  VERTCON   
 GD1463  ___________________________________________________________________
 GD1463  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 GD1463  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 GD1463
 GD1463  HORZ ORDER  -  SECOND
 GD1463
 GD1463.The horizontal coordinates were established by classical geodetic methods
 GD1463.and adjusted by the National Geodetic Survey in December 1995..
 GD1463
 GD1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1463
 GD1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1463
 GD1463.The geoid height was determined by GEOID03.
 GD1463
 GD1463;                    North         East     Units Scale Factor Converg.
 GD1463;SPC KY1Z     - 1,076,240.238 1,264,318.693   MT  1.00002360   -1 37 32.1
 GD1463;SPC KY1Z     - 3,530,964.85  4,148,018.91   sFT  1.00002360   -1 37 32.1
 GD1463;SPC KY S     -   576,190.921   264,332.133   MT  0.99996332   -1 36 20.6
 GD1463;SPC KY S     - 1,890,386.38    867,229.67   sFT  0.99996332   -1 36 20.6
 GD1463;UTM  16      - 4,094,691.761   375,617.920   MT  0.99979059   -0 50 27.9
 GD1463
 GD1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1463!SPC KY1Z     -   0.99998333  x   1.00002360  =   1.00000693
 GD1463!SPC KY S     -   0.99998333  x   0.99996332  =   0.99994665
 GD1463!UTM  16      -   0.99998333  x   0.99979059  =   0.99977392
 GD1463
 GD1463|---------------------------------------------------------------------|
 GD1463| PID    Reference Object                     Distance      Geod. Az  |
 GD1463|                                                           dddmmss.s |
 GD1463| CG3542 I24 T7 RM 2                          22.388 METERS 05432     |
 GD1463| CG3540 I24 T7 AZ MK                                       1990830.1 |
 GD1463| CG3541 I24 T7 RM 1                          19.315 METERS 35527     |
 GD1463|---------------------------------------------------------------------|
 GD1463
 GD1463                          SUPERSEDED SURVEY CONTROL
 GD1463
 GD1463  NAD 83(1986)-  36 59 24.51807(N)    088 23 51.75503(W) AD(       ) 2
 GD1463  NAD 27      -  36 59 24.30948(N)    088 23 51.61402(W) AD(       ) 2
 GD1463  NGVD 29 (07/19/86)  134.9    (m)          443.     (f) VERT ANG       
 GD1463
 GD1463.Superseded values are not recommended for survey control.
 GD1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1463.See file dsdata.txt to determine how the superseded data were derived.
 GD1463
 GD1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF7561894692(NAD 83)
 GD1463_MARKER: DD = SURVEY DISK
 GD1463_SETTING: 0 = UNSPECIFIED SETTING
 GD1463
 GD1463  HISTORY     - Date     Condition        Report By
 GD1463  HISTORY     - 1966     MONUMENTED       KYDT
 GD1463  HISTORY     - 1971     GOOD             TVA
 GD1463
 GD1463                          STATION DESCRIPTION
 GD1463
 GD1463'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (AB)
 GD1463'STATION IS LOCATED ABOUT 2.1 MILES SOUTHEAST OF POSSUM TROT,
 GD1463'KENTUCKY, ABOUT 2.1 MILES NORTHWEST OF PALMA, KENTUCKY AND
 GD1463'ABOUT 3.6 MILES SOUTHWEST OF CALVERT CITY, KENTUCKY.  IT IS ON
 GD1463'LAND OWNED BY MR. ALBERT HARRELL.
 GD1463'
 GD1463'TO REACH THE STATION FROM THE POST OFFICE IN CALVERT CITY,
 GD1463'KENTUCKY GO SOUTH ON STATE HIGHWAY 95 FOR 1.75 MILES TO JUNCTION
 GD1463'WITH U.S. HIGHWAY 62.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 62
 GD1463'FOR 2.10 MILES TO CROSSROADS.  TURN LEFT AND GO SOUTH FOR 0.3 MILE
 GD1463'TO A T ROAD.  TURN RIGHT AND GO WEST FOR 0.2 MILE TO A T
 GD1463'ROAD.  TURN LEFT AND GO SOUTH FOR 0.75 MILE TO STATION ON LEFT.
 GD1463'
 GD1463'STATION MARK IS 322 FEET NORTHWEST OF A FENCE CORNER, 204
 GD1463'FEET EAST OF THE CENTER OF ROAD, 174 FEET WEST OF A 24 INCH OAK
 GD1463'TREE AND 184.5 FEET EAST OF METAL WITNESS POST AND SIGN.  THE
 GD1463'MARK IS FLUSH AND IS STAMPED I24-T7 1966.
 GD1463'
 GD1463'REFERENCE MARK NO. 1 IS 63.37 FEET WEST OF STATION AND 121 FEET
 GD1463'EAST OF METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND IS
 GD1463'STAMPED I24-T7 NO. 1 1966.
 GD1463'
 GD1463'REFERENCE MARK NO.2 IS 73.45 FEET NORTHWEST OF STATION AND 161 FEET
 GD1463'NORTHEAST OF METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND IS
 GD1463'STAMPED I24-T7 NO. 2 1966.
 GD1463'
 GD1463'AZIMUTH MARK IS ABOUT 0.23 MILE SOUTH OF STATION, 88.1 FEET WEST OF
 GD1463'CENTER OF ROAD AND DRIVE, 28.0 FEET NORTH OF NORTHEAST CORNER OF ONE
 GD1463'STORY BRICK HOUSE AND 8.1 FEET SOUTHWEST OF CONCRETE WALK.  THE
 GD1463'MARK IS FLUSH AND IS STAMPED I24-T7 1966.
 GD1463'
 GD1463'TO REACH AZIMUTH MARK FROM THE STATION CONTINUE STRAIGHT AHEAD FOR
 GD1463'0.25 MILE TO DRIVE AND AZIMUTH ON RIGHT.
 GD1463'
 GD1463'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GD1463'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GD1463'
 GD1463'HEIGHT OF LIGHT ABOVE STATION MARK 21.60 METERS.
 GD1463
 GD1463                          STATION RECOVERY (1971)
 GD1463
 GD1463'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 GD1463'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1459 ***********************************************************************
 GD1459  DESIGNATION -  I24 T8
 GD1459  PID         -  GD1459
 GD1459  STATE/COUNTY-  KY/MARSHALL
 GD1459  USGS QUAD   -  BRIENSBURG (1969)
 GD1459
 GD1459                         *CURRENT SURVEY CONTROL
 GD1459  ___________________________________________________________________
 GD1459* NAD 83(1993)-  36 59 39.01412(N)    088 20 40.16371(W)     ADJUSTED  
 GD1459* NAVD 88     -       136.7    (meters)     448.     (feet)  VERTCON   
 GD1459  ___________________________________________________________________
 GD1459  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 GD1459  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GD1459
 GD1459  HORZ ORDER  -  SECOND
 GD1459
 GD1459.The horizontal coordinates were established by classical geodetic methods
 GD1459.and adjusted by the National Geodetic Survey in December 1995..
 GD1459
 GD1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1459
 GD1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1459
 GD1459.The geoid height was determined by GEOID03.
 GD1459
 GD1459;                    North         East     Units Scale Factor Converg.
 GD1459;SPC KY1Z     - 1,076,554.062 1,269,067.035   MT  1.00002253   -1 35 34.5
 GD1459;SPC KY1Z     - 3,531,994.45  4,163,597.43   sFT  1.00002253   -1 35 34.5
 GD1459;SPC KY S     -   576,506.355   269,080.082   MT  0.99996290   -1 34 24.5
 GD1459;SPC KY S     - 1,891,421.27    882,806.90   sFT  0.99996290   -1 34 24.5
 GD1459;UTM  16      - 4,095,070.449   380,360.385   MT  0.99977633   -0 48 32.8
 GD1459
 GD1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1459!SPC KY1Z     -   0.99998304  x   1.00002253  =   1.00000557
 GD1459!SPC KY S     -   0.99998304  x   0.99996290  =   0.99994594
 GD1459!UTM  16      -   0.99998304  x   0.99977633  =   0.99975937
 GD1459
 GD1459|---------------------------------------------------------------------|
 GD1459| PID    Reference Object                     Distance      Geod. Az  |
 GD1459|                                                           dddmmss.s |
 GD1459| GD1457 I24 T8 RM 1                          15.845 METERS 01830     |
 GD1459| CG3546 I24 T8 RM 2                          23.280 METERS 08729     |
 GD1459| GD1458 I24 T8 2                             93.256 METERS 32738     |
 GD1459| CG3543 I24 T8 AZ MK                                       3552202.5 |
 GD1459|---------------------------------------------------------------------|
 GD1459
 GD1459                          SUPERSEDED SURVEY CONTROL
 GD1459
 GD1459  NAD 83(1986)-  36 59 39.02034(N)    088 20 40.16837(W) AD(       ) 2
 GD1459  NAD 27      -  36 59 38.81379(N)    088 20 40.03834(W) AD(       ) 2
 GD1459  NGVD 29 (07/19/86)  136.8    (m)          449.     (f) VERT ANG       
 GD1459
 GD1459.Superseded values are not recommended for survey control.
 GD1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1459.See file dsdata.txt to determine how the superseded data were derived.
 GD1459
 GD1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF8036095070(NAD 83)
 GD1459_MARKER: DD = SURVEY DISK
 GD1459_SETTING: 0 = UNSPECIFIED SETTING
 GD1459
 GD1459  HISTORY     - Date     Condition        Report By
 GD1459  HISTORY     - 1966     MONUMENTED       KYDT
 GD1459  HISTORY     - 1971     GOOD             TVA
 GD1459
 GD1459                          STATION DESCRIPTION
 GD1459
 GD1459'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 GD1459'STATION IS LOCATED ABOUT 2.3 MILES SOUTHEAST OF CALVERT CITY,
 GD1459'KENTUCKY.  IT IS ON LAND OWNED BY MR. EARL J. SMITH.
 GD1459'
 GD1459'TO REACH THE STATION FROM THE POST OFFICE IN CALVERT CITY, KENTUCKY
 GD1459'GO SOUTH ON STATE HIGHWAY 95 FOR 2.0 MILES, CROSSING U.S. HIGHWAY
 GD1459'62 AT 1.75 MILES TO A CROSSROADS.  TURN LEFT AND GO EAST ON COUNTY
 GD1459'ROAD FOR 0.50 MILE TO A FARM ROAD RIGHT*.  TURN RIGHT AND GO
 GD1459'SOUTH FOR 0.6 MILE TO STATION ON RIGHT.
 GD1459'
 GD1459'STATION MARK IS 243 FEET WEST OF THE NORTHWEST CORNER OF A BARN,
 GD1459'240 FEET SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 171 FEET SOUTH
 GD1459'OF A 20 INCH OAK TREE, 168 FEET EAST OF A 30 INCH OAK TREE AND 2.0
 GD1459'FEET EAST OF METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND
 GD1459'IS STAMPED I24-T8 1966.
 GD1459'
 GD1459'REFERENCE MARK NO. 1 IS 32.00 FEET EAST OF STATION, 193 FEET WEST
 GD1459'OF THE NORTHWEST CORNER OF BARN, 169 FEET SOUTHWEST OF A POWER POLE
 GD1459'AND 54 FEET EAST OF METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH
 GD1459'AND IS STAMPED I24-T8 NO. 1 1966.
 GD1459'
 GD1459'REFERENCE MARK NO.2 IS 76.38 FEET SOUTH OF STATION, 205 FEET
 GD1459'NORTHEAST OF A TWIN BLACK OAK TREE AND 76.3 FEET SOUTH OF METAL
 GD1459'WITNESS POST AND SIGN.  THE MARK IS FLUSH AND IS STAMPED I24-T8
 GD1459'NO. 2 1966.
 GD1459'
 GD1459'AZIMUTH MARK IS ABOUT 0.32 MILE NORTH OF STATION, 73.5 FEET
 GD1459'SOUTHWEST OF THE CENTER OF ROAD AND 1.6 FEET NORTHEAST OF A METAL
 GD1459'WITNESS POST AND SIGN.  THE MARK PROJECTS 3 INCHES AND IS STAMPED
 GD1459'I24-T8 1966.
 GD1459'
 GD1459'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT AHEAD FOR
 GD1459'0.10 MILE TO AZIMUTH ON RIGHT.
 GD1459'
 GD1459'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GD1459'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GD1459'
 GD1459'HEIGHT OF LIGHT ABOVE STATION MARK 15.61 METERS.
 GD1459
 GD1459                          STATION RECOVERY (1971)
 GD1459
 GD1459'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 GD1459'STATION, RM 1 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION AS
 GD1459'DESCRIBED.
 GD1459'
 GD1459'STATION IS 29 FEET N35 DEG E OF CENTER LINE OF ROAD AND 170.0 FEET
 GD1459'S OF SE CORNER OF A WHITE ASBESTOS HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1458 ***********************************************************************
 GD1458  DESIGNATION -  I24 T8 2
 GD1458  PID         -  GD1458
 GD1458  STATE/COUNTY-  KY/MARSHALL
 GD1458  USGS QUAD   -  BRIENSBURG (1969)
 GD1458
 GD1458                         *CURRENT SURVEY CONTROL
 GD1458  ___________________________________________________________________
 GD1458* NAD 83(1993)-  36 59 41.56919(N)    088 20 42.18285(W)     ADJUSTED  
 GD1458* NAVD 88     -       133.7    (meters)     439.     (feet)  VERTCON   
 GD1458  ___________________________________________________________________
 GD1458  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 GD1458  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GD1458
 GD1458  HORZ ORDER  -  SECOND
 GD1458
 GD1458.The horizontal coordinates were established by classical geodetic methods
 GD1458.and adjusted by the National Geodetic Survey in December 1995..
 GD1458
 GD1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1458
 GD1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1458
 GD1458.The geoid height was determined by GEOID03.
 GD1458
 GD1458;                    North         East     Units Scale Factor Converg.
 GD1458;SPC KY1Z     - 1,076,634.187 1,269,019.315   MT  1.00002234   -1 35 35.7
 GD1458;SPC KY1Z     - 3,532,257.33  4,163,440.87   sFT  1.00002234   -1 35 35.7
 GD1458;SPC KY S     -   576,586.459   269,032.338   MT  0.99996283   -1 34 25.7
 GD1458;SPC KY S     - 1,891,684.07    882,650.26   sFT  0.99996283   -1 34 25.7
 GD1458;UTM  16      - 4,095,149.894   380,311.586   MT  0.99977647   -0 48 34.1
 GD1458
 GD1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1458!SPC KY1Z     -   0.99998351  x   1.00002234  =   1.00000585
 GD1458!SPC KY S     -   0.99998351  x   0.99996283  =   0.99994634
 GD1458!UTM  16      -   0.99998351  x   0.99977647  =   0.99975998
 GD1458
 GD1458|---------------------------------------------------------------------|
 GD1458| PID    Reference Object                     Distance      Geod. Az  |
 GD1458|                                                           dddmmss.s |
 GD1458| GD1457 I24 T8 RM 1                          84.159 METERS 13914     |
 GD1458| GD1459 I24 T8                               93.256 METERS 14738     |
 GD1458| GD1460 I24 T8 3                            300.046 METERS 17706     |
 GD1458| CG3545 I24 T8 2 RM 4                         8.506 METERS 17728     |
 GD1458| GD1461 I24 T8 2 AZ MK                      APPROX. 0.5 KM 2124448.5 |
 GD1458| CG3543 I24 T8 AZ MK                                       3450649.6 |
 GD1458| CG3544 I24 T8 2 RM 3                         6.112 METERS 35350     |
 GD1458|---------------------------------------------------------------------|
 GD1458
 GD1458                          SUPERSEDED SURVEY CONTROL
 GD1458
 GD1458  NAD 83(1986)-  36 59 41.57545(N)    088 20 42.18757(W) AD(       ) 2
 GD1458  NAD 27      -  36 59 41.36888(N)    088 20 42.05750(W) AD(       ) 2
 GD1458  NGVD 29 (07/19/86)  133.8    (m)          439.     (f) VERT ANG       
 GD1458
 GD1458.Superseded values are not recommended for survey control.
 GD1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1458.See file dsdata.txt to determine how the superseded data were derived.
 GD1458
 GD1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF8031295150(NAD 83)
 GD1458_MARKER: DD = SURVEY DISK
 GD1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1458_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1458
 GD1458  HISTORY     - Date     Condition        Report By
 GD1458  HISTORY     - 1974     MONUMENTED       KYDT
 GD1458  HISTORY     - 1974     GOOD             NGS
 GD1458  HISTORY     - 1975     GOOD             NGS
 GD1458  HISTORY     - 1976     SEE DESCRIPTION  NGS
 GD1458
 GD1458                          STATION DESCRIPTION
 GD1458
 GD1458'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1974 (CLN)
 GD1458'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF CALVERT CITY,
 GD1458'ON THE PROPERTY OF MR. EARL SMITH, 55 FEET EAST OF THE
 GD1458'CENTERLINE OF A ROAD, 25 FEET SOUTHWEST OF A 36 INCH OAK TREE,
 GD1458'1 FOOT SOUTHEAST OF A METAL WITNESS POST AND 2 FEET SOUTH OF A
 GD1458'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GD1458'I 24 T 8 2 1974.
 GD1458'
 GD1458'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 GD1458'JACKSON PURCHASE PARKWAY (ABOUT 2 MILES SOUTHEAST OF CALVERT CITY),
 GD1458'GO EAST ON HIGHWAY 62 FOR 0.1 MILE TO A ROAD RIGHT.  TURN RIGHT AND
 GD1458'GO SOUTH ON GRAVELED ROAD FOR 0.35 MILE TO A T ROAD LEFT.
 GD1458'CONTINUE SOUTH FOR 0.5 MILE TO A ROAD LEFT.  TURN LEFT AND GO EAST
 GD1458'AND SOUTH ON GRAVELED ROAD FOR 0.15 MILE TO THE STATION.
 GD1458'
 GD1458'REFERENCE MARK 3 IS 1 FOOT SOUTH OF THE FENCE, 26 FEET EAST OF THE
 GD1458'OAK TREE, 2 FEET WEST OF A METAL WITNESS POST AND 75 FEET EAST OF
 GD1458'THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE
 GD1458'DISK IS STAMPED I 24 T 8 2 NO 3 1974.
 GD1458'
 GD1458'REFERENCE MARK 4 IS 42 FEET SOUTHWEST OF THE OAK TREE, 27 FEET EAST
 GD1458'OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A METAL WITNESS POST
 GD1458'AND 1 FOOT SOUTH OF THE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND
 GD1458'THE DISK IS STAMPED I 24 T 8 2 NO 4 1974.
 GD1458'
 GD1458'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GD1458
 GD1458                          STATION RECOVERY (1974)
 GD1458
 GD1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GD1458'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD
 GD1458'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE
 GD1458'LINE OF SIGHT TO THE AZIMUTH MARK AND WATER TANK OBSTRUCTED BY
 GD1458'TREES AND HUGE PILES OF DIRT.  THE DIRECTION BETWEEN THE
 GD1458'REFERENCE MARKS CHECKED AS DID THE DISTANCE TO THEM.  ALL MARKS
 GD1458'ARE IN THE WAY OF A BORROW PIT AND WERE DESTROYED AFTER A NEW
 GD1458'STATION WAS ESTABLISED.
 GD1458'
 GD1458'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GD1458'
 GD1458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GD1458'ABOUT 2 MILES SOUTHEAST CALVERT CITY.
 GD1458
 GD1458                          STATION RECOVERY (1975)
 GD1458
 GD1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GD1458'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED
 GD1458'AND IN GOOD CONDITION.  THE STATION WAS OCCUPIED AT THIS TIME
 GD1458'TO SET AN AZIMUTH MARK AND TAKE A POLARIS OBSERVATION.  THE 1966
 GD1458'AZIMUTH MARK WAS FOUND AT THIS TIME AND USED WITH THE NEW
 GD1458'STATION SINCE THE CLEARING HAD BEEN DONE IN THE AREA.  THE 1974
 GD1458'DESCRIPTION IS GOOD WITH THE BELOW DESCRIPTION ON THE AZIMUTH
 GD1458'MARK.
 GD1458'
 GD1458'THE AZIMUTH MARK IS 74 FEET SOUTHWEST OF THE CENTERLINE
 GD1458'OF GRAVELED ROAD, 2 FEET NORTHEAST OF A METAL WITNESS POST, 21
 GD1458'FEET NORTHEAST OF THE CENTERLINE OF GRAVELED ROAD.  IT IS A
 GD1458'STANDARD KY HIGHWAY DEPT. DISK STAMPED I24-T8 1966 SET IN THE
 GD1458'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GD1458'
 GD1458'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND WEST FOR
 GD1458'0.15 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE
 GD1458'GRAVELED ROAD FOR 0.15 MILE TO A T-ROAD AND THE MARK ON THE LEFT.
 GD1458'
 GD1458'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GD1458'
 GD1458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GD1458'ABOUT 2 MILES SOUTHEAST OF CALVERT CITY.
 GD1458
 GD1458                          STATION RECOVERY (1976)
 GD1458
 GD1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GD1458'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 GD1458'FOUND IN GOOD CONDITION.  THE REFERENCE MARKS COULD NOT BE CUT
 GD1458'IN OR MEASURED TO DUE TO FALLEN TREE AT THE SITE.  THE PROPERTY
 GD1458'OWNER STATED THAT HE INTENDED TO DO ADDITIONAL GRADING AT THE
 GD1458'STATION SITE AND THE STATION AND REFERENCE MARKS COULD POSSIBLY
 GD1458'BE DESTROYED OR COVERED.  A NEW STATION WAS ESTABLISHED AND ALL
 GD1458'MARKS WERE LEFT INTACT.
 GD1458'
 GD1458'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GD1458'
 GD1458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GD1458'ABOUT 2 MILES SOUTH OF CALVERT CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1461 ***********************************************************************
 GD1461  DESIGNATION -  I24 T8 2 AZ MK
 GD1461  PID         -  GD1461
 GD1461  STATE/COUNTY-  KY/MARSHALL
 GD1461  USGS QUAD   -  BRIENSBURG (1969)
 GD1461
 GD1461                         *CURRENT SURVEY CONTROL
 GD1461  ___________________________________________________________________
 GD1461* NAD 83(1993)-  36 59 27.51060(N)    088 20 53.45434(W)     ADJUSTED  
 GD1461* NAVD 88     -       116.0    (meters)     381.     (feet)  VERTCON   
 GD1461  ___________________________________________________________________
 GD1461  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 GD1461  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GD1461
 GD1461  HORZ ORDER  -  THIRD
 GD1461
 GD1461.The horizontal coordinates were established by classical geodetic methods
 GD1461.and adjusted by the National Geodetic Survey in December 1995..
 GD1461.No horizontal observational check was made to the station.
 GD1461
 GD1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1461
 GD1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1461
 GD1461.The geoid height was determined by GEOID03.
 GD1461
 GD1461;                    North         East     Units Scale Factor Converg.
 GD1461;SPC KY1Z     - 1,076,208.714 1,268,728.640   MT  1.00002338   -1 35 42.7
 GD1461;SPC KY1Z     - 3,530,861.42  4,162,487.21   sFT  1.00002338   -1 35 42.7
 GD1461;SPC KY S     -   576,160.912   268,741.825   MT  0.99996323   -1 34 32.5
 GD1461;SPC KY S     - 1,890,287.93    881,697.14   sFT  0.99996323   -1 34 32.5
 GD1461;UTM  16      - 4,094,720.590   380,026.829   MT  0.99977732   -0 48 40.6
 GD1461
 GD1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1461!SPC KY1Z     -   0.99998630  x   1.00002338  =   1.00000968
 GD1461!SPC KY S     -   0.99998630  x   0.99996323  =   0.99994953
 GD1461!UTM  16      -   0.99998630  x   0.99977732  =   0.99976363
 GD1461
 GD1461:                Primary Azimuth Mark                     Grid Az
 GD1461:SPC KY1Z     -  I24 T8 2                                 034 20 24.4
 GD1461:SPC KY S     -  I24 T8 2                                 034 19 14.2
 GD1461:UTM  16      -  I24 T8 2                                 033 33 22.3
 GD1461
 GD1461|---------------------------------------------------------------------|
 GD1461| PID    Reference Object                     Distance      Geod. Az  |
 GD1461|                                                           dddmmss.s |
 GD1461| GD1458 I24 T8 2                            APPROX. 0.5 KM 0324441.7 |
 GD1461| GD1460 I24 T8 3                            322.881 METERS 06532     |
 GD1461|---------------------------------------------------------------------|
 GD1461
 GD1461                          SUPERSEDED SURVEY CONTROL
 GD1461
 GD1461  NAD 83(1986)-  36 59 27.51690(N)    088 20 53.45913(W) AD(       ) 3
 GD1461  NAD 27      -  36 59 27.31009(N)    088 20 53.32887(W) AD(       ) 3
 GD1461  NGVD 29 (07/19/86)  116.0    (m)          381.     (f) VERT ANG       
 GD1461
 GD1461.Superseded values are not recommended for survey control.
 GD1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1461.See file dsdata.txt to determine how the superseded data were derived.
 GD1461
 GD1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF8002794721(NAD 83)
 GD1461_MARKER: DZ = AZIMUTH MARK DISK
 GD1461_SETTING: 0 = UNSPECIFIED SETTING
 GD1461
 GD1461  HISTORY     - Date     Condition        Report By
 GD1461  HISTORY     - 1976     MONUMENTED       NGS
 GD1461
 GD1461                          STATION DESCRIPTION
 GD1461
 GD1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GD1461'THE AZIMUTH MARK IS A STANDARD DISK STAMPED I 24 T 8 3 1976, SET
 GD1461'IN A DRILL HOLE IN THE TOP AND NORTHWEST CORNER OF A 5 X 5 FOOT
 GD1461'SQUARE CONCRETE CATCH BASIN BETWEEN THE EAST AND WEST BOUND LANES
 GD1461'OF INTERSTATE HIGHWAY 24, 88 FEET SOUTHEAST OF THE NORTHEAST
 GD1461'CORNER OF BRIDGE (WEST BOUND LANE) OVER THE JACKSON PURCHASE
 GD1461'PARKWAY AND 91 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 GD1461'BRIDGE (EAST BOUND LANE).
 GD1461'
 GD1461'NEAREST TOWN--CALVERT CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1460 ***********************************************************************
 GD1460  DESIGNATION -  I24 T8 3
 GD1460  PID         -  GD1460
 GD1460  STATE/COUNTY-  KY/MARSHALL
 GD1460  USGS QUAD   -  BRIENSBURG (1969)
 GD1460
 GD1460                         *CURRENT SURVEY CONTROL
 GD1460  ___________________________________________________________________
 GD1460* NAD 83(1993)-  36 59 31.84842(N)    088 20 41.56959(W)     ADJUSTED  
 GD1460* NAVD 88     -       125.7    (meters)     412.     (feet)  VERTCON   
 GD1460  ___________________________________________________________________
 GD1460  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 GD1460  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GD1460
 GD1460  HORZ ORDER  -  THIRD
 GD1460
 GD1460.The horizontal coordinates were established by classical geodetic methods
 GD1460.and adjusted by the National Geodetic Survey in December 1995..
 GD1460.No horizontal observational check was made to the station.
 GD1460
 GD1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1460
 GD1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1460
 GD1460.The geoid height was determined by GEOID03.
 GD1460
 GD1460;                    North         East     Units Scale Factor Converg.
 GD1460;SPC KY1Z     - 1,076,334.212 1,269,026.142   MT  1.00002306   -1 35 35.4
 GD1460;SPC KY1Z     - 3,531,273.16  4,163,463.27   sFT  1.00002306   -1 35 35.4
 GD1460;SPC KY S     -   576,286.503   269,039.266   MT  0.99996311   -1 34 25.3
 GD1460;SPC KY S     - 1,890,699.97    882,672.99   sFT  0.99996311   -1 34 25.3
 GD1460;UTM  16      - 4,094,850.113   380,322.513   MT  0.99977644   -0 48 33.5
 GD1460
 GD1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1460!SPC KY1Z     -   0.99998477  x   1.00002306  =   1.00000782
 GD1460!SPC KY S     -   0.99998477  x   0.99996311  =   0.99994788
 GD1460!UTM  16      -   0.99998477  x   0.99977644  =   0.99976121
 GD1460
 GD1460|---------------------------------------------------------------------|
 GD1460| PID    Reference Object                     Distance      Geod. Az  |
 GD1460|                                                           dddmmss.s |
 GD1460| CG3531 I24 T8 3 RM 5                                      11607     |
 GD1460| GD1461 I24 T8 2 AZ MK                      322.881 METERS 24532     |
 GD1460| CG3532 I24 T8 3 RM 6                                      29441     |
 GD1460| GD1458 I24 T8 2                            300.046 METERS 35706     |
 GD1460|---------------------------------------------------------------------|
 GD1460
 GD1460                          SUPERSEDED SURVEY CONTROL
 GD1460
 GD1460  NAD 83(1986)-  36 59 31.85471(N)    088 20 41.57434(W) AD(       ) 3
 GD1460  NAD 27      -  36 59 31.64781(N)    088 20 41.44456(W) AD(       ) 3
 GD1460  NGVD 29 (07/19/86)  125.8    (m)          413.     (f) VERT ANG       
 GD1460
 GD1460.Superseded values are not recommended for survey control.
 GD1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1460.See file dsdata.txt to determine how the superseded data were derived.
 GD1460
 GD1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF8032394850(NAD 83)
 GD1460_MARKER: DS = TRIANGULATION STATION DISK
 GD1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1460_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1460
 GD1460  HISTORY     - Date     Condition        Report By
 GD1460  HISTORY     - 1976     MONUMENTED       KYHD
 GD1460
 GD1460                          STATION DESCRIPTION
 GD1460
 GD1460'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1976 (CLN)
 GD1460'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF CALVERT CITY, ABOUT
 GD1460'0.2 MILE NORTHEAST OF THE INTERCHANGE OF JACKSON PURCHASE PARKWAY
 GD1460'AND INTERSTATE HIGHWAY 24, 91 FEET NORTHEAST OF THE CENTERLINE OF
 GD1460'G RAMP, 167 FEET SOUTHEAST OF THE CENTERLINE OF ROAD ATOP LEVEE OF
 GD1460'SMALL LAKE, 1 FOOT WEST OF A METAL WITNESS POST AND 312 FEET WEST
 GD1460'OF A POWER POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GD1460'STAMPED I 24 T 8 3 1976.
 GD1460'
 GD1460'REFERENCE MARK 5 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 GD1460'I 24 T 8 3 NO 5 1976, PROJECTING 2 INCHES, 1 FOOT WEST OF A METAL
 GD1460'WITNESS POST, 93 FEET NORTHEAST OF THE CENTERLINE OF THE RAMP AND
 GD1460'287 FEET WEST OF THE POWER POLE.
 GD1460'
 GD1460'REFERENCE MARK 6 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 GD1460'I 24 T 8 3 NO 6 1976, PROJECTING 2 INCHES, 88 FEET NORTHEAST OF THE
 GD1460'CENTERLINE OF THE RAMP, 337 FEET WEST OF THE POWER POLE AND 1 FOOT
 GD1460'EAST OF A METAL WITNESS POST.
 GD1460'
 GD1460'THE AZIMUTH MARK IS A STANDARD DISK STAMPED I 24 T 8 3 1976, SET IN
 GD1460'A DRILL HOLE IN THE TOP AND NORTHWEST CORNER OF A 5 X 5 FOOT SQUARE
 GD1460'CONCRETE CATCH BASIN BETWEEN THE EAST AND WEST BOUND LANES OF
 GD1460'INTERSTATE HIGHWAY 24, 88 FEET SOUTHEAST OF THE NORTHEAST CORNER
 GD1460'OF BRIDGE (WEST BOUND LANE) OVER THE JACKSON PURCHASE PARKWAY
 GD1460'AND 91 FEET NORTHEAST OF THE SOUTHEAST CORNER OF BRIDGE (EAST
 GD1460'BOUND LANE).
 GD1460'
 GD1460'NEAREST TOWN--CALVERT CITY.
 GD1460'
 GD1460'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1510 ***********************************************************************
 HB1510  DESIGNATION -  I24 T9
 HB1510  PID         -  HB1510
 HB1510  STATE/COUNTY-  KY/LIVINGSTON
 HB1510  USGS QUAD   -  CALVERT CITY (1993)
 HB1510
 HB1510                         *CURRENT SURVEY CONTROL
 HB1510  ___________________________________________________________________
 HB1510* NAD 83(1993)-  37 01 53.11633(N)    088 15 14.26878(W)     ADJUSTED  
 HB1510* NAVD 88     -       157.08   (+/-2cm)     515.4    (feet)  VERTCON   
 HB1510  ___________________________________________________________________
 HB1510  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 HB1510  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HB1510
 HB1510  HORZ ORDER  -  SECOND
 HB1510  VERT ORDER  -  THIRD ? (See Below)
 HB1510
 HB1510.The horizontal coordinates were established by classical geodetic methods
 HB1510.and adjusted by the National Geodetic Survey in October 1999..
 HB1510
 HB1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1510.The vertical order pertains to the NGVD 29 superseded value.
 HB1510
 HB1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1510
 HB1510.The geoid height was determined by GEOID03.
 HB1510
 HB1510;                    North         East     Units Scale Factor Converg.
 HB1510;SPC KY1Z     - 1,080,466.533 1,277,233.638   MT  1.00001283   -1 32 14.4
 HB1510;SPC KY1Z     - 3,544,830.62  4,190,390.69   sFT  1.00001283   -1 32 14.4
 HB1510;SPC KY S     -   580,421.328   277,244.917   MT  0.99995928   -1 31 06.8
 HB1510;SPC KY S     - 1,904,265.64    909,594.37   sFT  0.99995928   -1 31 06.8
 HB1510;UTM  16      - 4,099,093.125   388,470.714   MT  0.99975323   -0 45 19.0
 HB1510
 HB1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1510!SPC KY1Z     -   0.99997986  x   1.00001283  =   0.99999269
 HB1510!SPC KY S     -   0.99997986  x   0.99995928  =   0.99993915
 HB1510!UTM  16      -   0.99997986  x   0.99975323  =   0.99973310
 HB1510
 HB1510|---------------------------------------------------------------------|
 HB1510| PID    Reference Object                     Distance      Geod. Az  |
 HB1510|                                                           dddmmss.s |
 HB1510| CI3917 I24 T9 RM 1                          16.860 METERS 28101     |
 HB1510| HB0265 I24 T9 AZ MK                        APPROX. 1.3 KM 3051634.5 |
 HB1510| CI3918 I24 T9 RM 2                          11.760 METERS 32456     |
 HB1510|---------------------------------------------------------------------|
 HB1510
 HB1510                          SUPERSEDED SURVEY CONTROL
 HB1510
 HB1510  NAD 83(1993)-  37 01 53.11632(N)    088 15 14.26878(W) AD(       ) 2
 HB1510  NAD 83(1986)-  37 01 53.12428(N)    088 15 14.27335(W) AD(       ) 2
 HB1510  NAD 27      -  37 01 52.92398(N)    088 15 14.16380(W) AD(       ) 2
 HB1510  NGVD 29 (07/19/86)  157.15   (m)          515.6    (f) LEVELING    3  
 HB1510
 HB1510.Superseded values are not recommended for survey control.
 HB1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1510.See file dsdata.txt to determine how the superseded data were derived.
 HB1510
 HB1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF8847199093(NAD 83)
 HB1510_MARKER: DD = SURVEY DISK
 HB1510_SETTING: 0 = UNSPECIFIED SETTING
 HB1510
 HB1510  HISTORY     - Date     Condition        Report By
 HB1510  HISTORY     - 1966     MONUMENTED       KYDT
 HB1510  HISTORY     - 1967     GOOD             CGS
 HB1510
 HB1510                          STATION DESCRIPTION
 HB1510
 HB1510'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 HB1510'STATION IS LOCATED ABOUT 1.3 MILES NORTHEAST OF KENTUCKY DAM
 HB1510'AND ABOUT 0.5 MILE NORTHWEST OF LAKE CITY, KENTUCKY, ON LAND
 HB1510'OWNED BY REED STONE COMPANY.
 HB1510'
 HB1510'TO REACH THE STATION FROM THE EAST END OF KENTUCKY DAM OVER
 HB1510'THE TENNESSEE RIVER GO NORTHEAST ON U.S. HIGHWAY 62 FOR 1.20
 HB1510'MILES TO A CROSS-ROADS.  TURN LEFT AND GO NORTHWEST ON STATE
 HB1510'HIGHWAY 453 FOR 0.45 MILE TO STATION ON LEFT.
 HB1510'
 HB1510'STATION MARK IS 90 FEET SOUTHWEST OF A HIGHWAY, 71.6 FEET
 HB1510'NORTH OF A WHITE METAL PIPE WITH A RED TOP (WESTERN KY. GAS
 HB1510'COMPANY HIGH PRESSURE LINE MARKER) AND 62.7 FEET SOUTHWEST OF
 HB1510'A TELEPHONE POLE.  THE MARK PROJECTS 5 INCHES AND IS STAMPED
 HB1510'I24-T9 1966.
 HB1510'
 HB1510'REFERENCE MARK NO. 1 IS 55.30 FEET NORTH OF STATION, 56.9
 HB1510'FEET WEST OF A TELEPHONE POLE AND 53.1 FEET NORTH OF A METAL
 HB1510'WITNESS POST AND SIGN.  THE MARK PROJECTS 6 INCHES AND IS
 HB1510'STAMPED I24-T9 NO. 1 1966.
 HB1510'
 HB1510'REFERENCE MARK NO. 2 IS 38.58 FEET NORTHEAST OF STATION,
 HB1510'38.2 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN AND 26.7
 HB1510'FEET SOUTHWEST OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES
 HB1510'AND IS STAMPED I24-T9 NO. 2 1966.
 HB1510'
 HB1510'AZIMUTH MARK IS ABOUT 0.8 MILE NORTHWEST OF STATION, 14.5
 HB1510'FEET SOUTHWEST OF POWER POLE NO. 63, 13.5 FEET NORTHEAST OF
 HB1510'THE CENTER OF DRIVE, 4.0 FEET EAST OF A CEDAR TREE AND 1.4
 HB1510'FEET SOUTH OF A METAL WITNESS POST AND SIGN.  THE MARK PROJECTS
 HB1510'6 INCHES AND IS STAMPED I24-T9 1966.
 HB1510'
 HB1510'TO REACH AZIMUTH MARK FROM STATION, CONTINUE NORTHWEST ON
 HB1510'STATE HIGHWAY 453 FOR 0.8 MILE TO A DRIVE RIGHT.  TURN RIGHT
 HB1510'AND GO NORTHEAST 0.05 MILE TO AZIMUTH MARK ON LEFT.
 HB1510'
 HB1510'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 HB1510'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN
 HB1510'CONCRETE AS DESCRIBED.
 HB1510'
 HB1510'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 HB1510
 HB1510                          STATION RECOVERY (1967)
 HB1510
 HB1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HB)
 HB1510'STATION RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 HB1510'
 HB1510'TO REACH IS ADEQUATE.
 HB1510'
 HB1510'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0265 ***********************************************************************
 HB0265  DESIGNATION -  I24 T9 AZ MK
 HB0265  PID         -  HB0265
 HB0265  STATE/COUNTY-  KY/LIVINGSTON
 HB0265  USGS QUAD   -  CALVERT CITY (1993)
 HB0265
 HB0265                         *CURRENT SURVEY CONTROL
 HB0265  ___________________________________________________________________
 HB0265* NAD 83(1993)-  37 02 18.01688(N)    088 15 58.18066(W)     ADJUSTED  
 HB0265* NAVD 88     -       148.255  (meters)     486.40   (feet)  ADJUSTED  
 HB0265  ___________________________________________________________________
 HB0265  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 HB0265  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HB0265  DYNAMIC HT  -         148.145 (meters)     486.04  (feet)  COMP
 HB0265  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 HB0265
 HB0265  HORZ ORDER  -  SECOND
 HB0265  VERT ORDER  -  SECOND    CLASS 0
 HB0265
 HB0265.The horizontal coordinates were established by classical geodetic methods
 HB0265.and adjusted by the National Geodetic Survey in December 1995..
 HB0265
 HB0265.The orthometric height was determined by differential leveling
 HB0265.and adjusted by the National Geodetic Survey in June 1991..
 HB0265
 HB0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0265
 HB0265.The geoid height was determined by GEOID03.
 HB0265
 HB0265.The dynamic height is computed by dividing the NAVD 88
 HB0265.geopotential number by the normal gravity value computed on the
 HB0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0265.degrees latitude (g = 980.6199 gals.).
 HB0265
 HB0265.The modeled gravity was interpolated from observed gravity values.
 HB0265
 HB0265;                    North         East     Units Scale Factor Converg.
 HB0265;SPC KY1Z     - 1,081,263.068 1,276,169.417   MT  1.00001107   -1 32 41.4
 HB0265;SPC KY1Z     - 3,547,443.92  4,186,899.16   sFT  1.00001107   -1 32 41.4
 HB0265;SPC KY S     -   581,217.471   276,180.491   MT  0.99995865   -1 31 33.4
 HB0265;SPC KY S     - 1,906,877.65    906,102.16   sFT  0.99995865   -1 31 33.4
 HB0265;UTM  16      - 4,099,874.859   387,395.996   MT  0.99975620   -0 45 45.9
 HB0265
 HB0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0265!SPC KY1Z     -   0.99998125  x   1.00001107  =   0.99999232
 HB0265!SPC KY S     -   0.99998125  x   0.99995865  =   0.99993990
 HB0265!UTM  16      -   0.99998125  x   0.99975620  =   0.99973745
 HB0265
 HB0265                          SUPERSEDED SURVEY CONTROL
 HB0265
 HB0265  NAD 83(1986)-  37 02 18.02504(N)    088 15 58.18600(W) AD(       ) 2
 HB0265  NAD 27      -  37 02 17.82403(N)    088 15 58.07525(W) AD(       ) 2
 HB0265  NGVD 29 (??/??/??)  148.328  (m)          486.64   (f) ADJUSTED    2 0
 HB0265
 HB0265.Superseded values are not recommended for survey control.
 HB0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0265.See file dsdata.txt to determine how the superseded data were derived.
 HB0265
 HB0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF8739699875(NAD 83)
 HB0265_MARKER: DZ = AZIMUTH MARK DISK
 HB0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0265_STAMPING: I-24 T-9 1966
 HB0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0265+STABILITY: SURFACE MOTION
 HB0265
 HB0265  HISTORY     - Date     Condition        Report By
 HB0265  HISTORY     - 1966     MONUMENTED       KYDT
 HB0265  HISTORY     - 1966     GOOD             PAS
 HB0265
 HB0265                          STATION DESCRIPTION
 HB0265
 HB0265'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1966 (HB)
 HB0265'MARK, IS ABOUT 0.8 MILE NORTHWEST OF STATION, 14.5 FEET
 HB0265'SOUTHWEST OF POWER POLE NO. 63, 13.5 FEET NORTHEAST OF THE
 HB0265'CENTER OF DRIVE, 4.0 FEET EAST OF A CEDAR TREE AND 1.4 FEET
 HB0265'SOUTH OF A METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 6
 HB0265'INCHES AND IS STAMPED I24-T9 1966.  MARK IS A KENTUCKY
 HB0265'DEPARTMENT OF HIGHWAY SURVEY TABLET SET IN CONCRETE.
 HB0265
 HB0265                          STATION RECOVERY (1966)
 HB0265
 HB0265'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1966
 HB0265'1.2 MI NW FROM LAKE CITY.
 HB0265'ABOUT 1.20 MILES NORTHEAST OF EAST END OF KENTUCKY DAM OVER
 HB0265'TENNESSEE RIVER TO JUNCTION WITH STATE HIGHWAY 453, THENCE
 HB0265'ABOUT 1.25 MILES NORTHWEST ALONG STATE HIGHWAY 453 TO PRIVATE
 HB0265'DRIVE RIGHT, THENCE ABOUT 0.05 MILE EAST ALONG PRIVATE DRIVE TO
 HB0265'MARK ON LEFT, 14.7 FEET SOUTHWEST OF POWER POLE NO. D 170 76,
 HB0265'14.0 FEET NORTHEAST OF CENTER OF ROAD, 3.5 FEET SOUTHEAST OF
 HB0265'SMALL CEDAR TREE AND 1.5 FEET SOUTH OF METAL WITNESS POST AND
 HB0265'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET
 HB0265'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND STAMPED I-24
 HB0265'T-9 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5712 ***********************************************************************
 AC5712  SACS        -  This is a Secondary Airport Control Station.
 AC5712  DESIGNATION -  I26 A
 AC5712  PID         -  AC5712
 AC5712  STATE/COUNTY-  KY/HENDERSON
 AC5712  USGS QUAD   -  WILSON (1993)
 AC5712
 AC5712                         *CURRENT SURVEY CONTROL
 AC5712  ___________________________________________________________________
 AC5712* NAD 83(1993)-  37 48 24.55346(N)    087 40 56.75932(W)     ADJUSTED  
 AC5712* NAVD 88     -       116.95   (meters)     383.7    (feet)  GPS OBS   
 AC5712  ___________________________________________________________________
 AC5712  X           -     204,037.527 (meters)                     COMP
 AC5712  Y           -  -5,041,542.899 (meters)                     COMP
 AC5712  Z           -   3,888,578.267 (meters)                     COMP
 AC5712  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AC5712  ELLIP HEIGHT-          86.41  (meters)          (01/09/97) GPS OBS
 AC5712  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 AC5712
 AC5712  HORZ ORDER  -  FIRST
 AC5712  ELLP ORDER  -  FOURTH    CLASS II
 AC5712
 AC5712.This mark is at Henderson City-County Airport (EHR)
 AC5712
 AC5712.The horizontal coordinates were established by GPS observations
 AC5712.and adjusted by the National Geodetic Survey in January 1997..
 AC5712
 AC5712.The orthometric height was determined by GPS observations and a
 AC5712.high-resolution geoid model.
 AC5712
 AC5712.GPS derived orthometric heights for airport stations designated as
 AC5712.PACS or SACS are published to 2 decimal places.  This maintains
 AC5712.centimeter relative accuracy between the PACS and SACS.  It does
 AC5712.not indicate centimeter accuracy relative to other marks which are
 AC5712.part of the NAVD 88 network.
 AC5712
 AC5712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5712
 AC5712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5712
 AC5712.The ellipsoidal height was determined by GPS observations
 AC5712.and is referenced to NAD 83.
 AC5712
 AC5712.The geoid height was determined by GEOID03.
 AC5712
 AC5712;                    North         East     Units Scale Factor Converg.
 AC5712;SPC KY1Z     - 1,165,292.740 1,329,853.581   MT  0.99990568   -1 11 11.2
 AC5712;SPC KY1Z     - 3,823,131.26  4,363,027.96   sFT  0.99990568   -1 11 11.2
 AC5712;SPC KY S     -   665,263.662   329,840.748   MT  0.99997936   -1 10 19.0
 AC5712;SPC KY S     - 2,182,619.20  1,082,152.52   sFT  0.99997936   -1 10 19.0
 AC5712;UTM  16      - 4,184,601.006   439,927.006   MT  0.99964445   -0 25 06.0
 AC5712
 AC5712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5712!SPC KY1Z     -   0.99998644  x   0.99990568  =   0.99989212
 AC5712!SPC KY S     -   0.99998644  x   0.99997936  =   0.99996580
 AC5712!UTM  16      -   0.99998644  x   0.99964445  =   0.99963090
 AC5712
 AC5712                          SUPERSEDED SURVEY CONTROL
 AC5712
 AC5712.No superseded survey control is available for this station.
 AC5712
 AC5712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3992784601(NAD 83)
 AC5712_MARKER: DD = SURVEY DISK
 AC5712_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC5712_STAMPING: I26 A 1995
 AC5712_MARK LOGO: NGS   
 AC5712_PROJECTION: FLUSH
 AC5712_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AC5712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5712+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1996
 AC5712_ROD/PIPE-DEPTH:  0.9 meters
 AC5712
 AC5712  HISTORY     - Date     Condition        Report By
 AC5712  HISTORY     - 1995     MONUMENTED       LOWE
 AC5712  HISTORY     - 19960809 GOOD             NGS
 AC5712
 AC5712                          STATION DESCRIPTION
 AC5712
 AC5712'DESCRIBED BY LOWE ENGINEERS 1995 (GRP)
 AC5712'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST OF HENDERSON AT THE
 AC5712'HENDERSON COUNTY AIRPORT, AIRPORT MANAGER IS DON DAVIS, PHONE IS
 AC5712'502-826-6000.*  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES
 AC5712'136, 425, AND U.S.  HIGHWAY 60 ABOUT 9.8 KM (6.10 MI) SOUTHWEST OF
 AC5712'HENDERSON, GO WEST ON STATE ROUTE 136 FOR 3.2 KM (2.00 MI) TO A DRIVE
 AC5712'AND AIRPORT ENTRANCE ON LEFT.  TURN LEFT AND GO TO AIRPORT OFFICE ON
 AC5712'LEFT AND MAIN GATE DIRECTLY AHEAD.  FROM MAIN GATE GO 0.32 KM (0.20
 AC5712'MI) SOUTH TO RUNWAY.  TURN RIGHT AND GO 0.24 KM (0.15 MI) WEST TO
 AC5712'ASPHALT DRIVE AND AWOS STATION ON LEFT.  TURN LEFT AND GO 0.16 KM
 AC5712'(0.10 MI) SOUTH TO STATION ON RIGHT, DIRECTLY ACROSS DRIVE FROM THREE
 AC5712'YELLOW METAL POSTS AROUND BRONZE DISK STAMPED AWOS.*  THE STATION IS
 AC5712'THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET ONTO THE TOP OF A 1 M
 AC5712'(3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH AN
 AC5712'NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE
 AC5712'SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM
 AC5712'THE BOTTOM OF THE PIPE.  THE STATION IS 28.3 M (92.8 FT)
 AC5712'NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF A FENCE AROUND THE AWOS
 AC5712'STATION.  26.0 M (85.3 FT) NORTHWEST FROM THE SOUTHEAST CORNER OF THE
 AC5712'FENCE AROUND THE AWOS STATION.  7.8 M (25.6 FT) WEST OF A BRONZE DISK
 AC5712'STAMPED AWOS.  0.6 M (2.0 FT) WEST FROM EDGE OF ASPHALT DRIVE.  THIS
 AC5712'STATION IS A SECONDARY AIRPORT CONTROL STATION.
 AC5712
 AC5712                          STATION RECOVERY (1996)
 AC5712
 AC5712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AC5712'RECOVERY NOTE BY NGS 1996 (WCW) .  UPDATED DESCRIPTION FOLLOWS. THE
 AC5712'STATION IS ABOUT 4.8 KM (3.00 MI) WEST OF CENTRAL HENDERSON AT THE
 AC5712'HENDERSON CITY-COUNTY AIRPORT NEAR THE AWOS STATION SOUTH OF MIDFIELD.
 AC5712'OWNERSHIP--DON DAVIS AVIATION INC.  2154 STATE HIGHWAY 136, HENDERSON
 AC5712'KY 42420.  AIRPORT MANAGER IS DON DAVIS, PHONE 502-826-6000. TO REACH
 AC5712'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 136 AND STATE HIGHWAYS
 AC5712'425 AND 136, GO WESTERLY FOR 3.1 KM (1.90 MI) ON STATE HIGHWAY 136 TO
 AC5712'THE ASPHALT AIRPORT ENTRANCE ON LEFT.  TURN LEFT AND GO SOUTH FOR A
 AC5712'TOTAL OF 0.26 KM (0.15 MI) BEARING TO THE LEFT THROUGH A PARKING LOT
 AC5712'PASSING THE AIRPORT OFFICE ON LEFT AT 36.6 M (120.1 FT) ENTERING INTO
 AC5712'THE AOA AND PASSING A GRAVEL ROAD RIGHT AT 61.0 M (200.1 FT) TO THE
 AC5712'RUNWAY.  TURN RIGHT AND GO WEST FOR 0.32 KM (0.20 MI) ON THE RUNWAY TO
 AC5712'AN ASPHALT DRIVE TO THE AWOS STATION ON LEFT.  TURN LEFT AND GO SOUTH
 AC5712'FOR 122 M (400.3 FT) TO THE STATION ON RIGHT. THE STATION IS THE
 AC5712'CENTER OF A 5 CM (2 IN) SURVEY DISK SET FLUSH ONTO THE TOP OF A 1 M
 AC5712'(3.3 FT) LONG FENO PIPE ENCASED IN A 12.7 CM (5 IN) PVC PIPE WITH AN
 AC5712'NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE
 AC5712'SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM
 AC5712'THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 28.4 M (93.2 FT) NORTH
 AC5712'FROM THE NORTHWEST CORNER OF A FENCE AROUND THE AWOS STATION, 29.5 M
 AC5712'(96.8 FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A FENCE AROUND
 AC5712'THE AWOS STATION, 7.9 M (25.9 FT) WEST OF A 10 CM (4 IN) BRASS DISK
 AC5712'STAMPED -AWOS MARKER- SET IN A ROUND CONCRETE MONUMENT, AND 0.6 M (2.0
 AC5712'FT) WEST FROM EDGE OF ASPHALT DRIVE.  THE STATION IS FLUSH WITH THE
 AC5712'GROUND AND IS ABOUT 2 CM BELOW THE ASPHALT DRIVE. NOTE--THIS IS A
 AC5712'SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1069 ***********************************************************************
 JZ1069  DESIGNATION -  I275 L 1
 JZ1069  PID         -  JZ1069
 JZ1069  STATE/COUNTY-  KY/BOONE
 JZ1069  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ1069
 JZ1069                         *CURRENT SURVEY CONTROL
 JZ1069  ___________________________________________________________________
 JZ1069* NAD 83(1986)-  39 05 00.     (N)    084 47 02.     (W)     SCALED    
 JZ1069* NAVD 88     -       247.772  (meters)     812.90   (feet)  ADJUSTED  
 JZ1069  ___________________________________________________________________
 JZ1069  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1069  DYNAMIC HT  -         247.620 (meters)     812.40  (feet)  COMP
 JZ1069  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 JZ1069
 JZ1069  VERT ORDER  -  SECOND    CLASS 0
 JZ1069
 JZ1069.The horizontal coordinates were scaled from a topographic map and have
 JZ1069.an estimated accuracy of +/- 6 seconds.
 JZ1069
 JZ1069.The orthometric height was determined by differential leveling
 JZ1069.and adjusted by the National Geodetic Survey in June 1991..
 JZ1069
 JZ1069.The geoid height was determined by GEOID03.
 JZ1069
 JZ1069.The dynamic height is computed by dividing the NAVD 88
 JZ1069.geopotential number by the normal gravity value computed on the
 JZ1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1069.degrees latitude (g = 980.6199 gals.).
 JZ1069
 JZ1069.The modeled gravity was interpolated from observed gravity values.
 JZ1069
 JZ1069;                    North         East    Units  Estimated Accuracy
 JZ1069;SPC KY1Z     - 1,305,660.    1,583,600.      MT  (+/- 180 meters Scaled)
 JZ1069
 JZ1069                          SUPERSEDED SURVEY CONTROL
 JZ1069
 JZ1069  NGVD 29 (??/??/92)  247.98   (m)          813.6    (f) COMPUTED    2 0
 JZ1069
 JZ1069.Superseded values are not recommended for survey control.
 JZ1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1069.See file dsdata.txt to determine how the superseded data were derived.
 JZ1069
 JZ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ916283(NAD 83)
 JZ1069_MARKER: DD = SURVEY DISK
 JZ1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1069_STAMPING: I-275 L-1 1966
 JZ1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1069+STABILITY: SURFACE MOTION
 JZ1069
 JZ1069  HISTORY     - Date     Condition        Report By
 JZ1069  HISTORY     - 1966     MONUMENTED       PAS
 JZ1069
 JZ1069                          STATION DESCRIPTION
 JZ1069
 JZ1069'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ1069'4.8 MI W FROM HEBRON.
 JZ1069'4.6 MILES WEST ALONG STATE HIGHWAY NO. 20 FROM ITS JUNCTION WITH
 JZ1069'STATE HIGHWAY 237 IN HEBRON, THENCE, ABOUT 0.2 MILE NORTH
 JZ1069'ALONG BULLITTSBURG CHURCH ROAD, 37 FEET SOUTH OF THE SOUTHWEST
 JZ1069'CORNER OF 1 STORY FRAME HOUSE, 21 1/2 FEET EAST OF THE CENTER
 JZ1069'OF ROAD, 5 FEET NORTHEAST OF FENCE CORNER, 1 FOOT NORTH OF
 JZ1069'PROPERTY LINE FENCE AND 1 1/2 FEET NORTHEAST OF METAL WITNESS POST
 JZ1069'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 JZ1069'IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-275 L-1
 JZ1069'1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3744 ***********************************************************************
 JZ3744  DESIGNATION -  I275 L 10 RESET
 JZ3744  PID         -  JZ3744
 JZ3744  STATE/COUNTY-  KY/KENTON
 JZ3744  USGS QUAD   -  COVINGTON (1987)
 JZ3744
 JZ3744                         *CURRENT SURVEY CONTROL
 JZ3744  ___________________________________________________________________
 JZ3744* NAD 83(1986)-  39 02 11.     (N)    084 33 38.     (W)     SCALED    
 JZ3744* NAVD 88     -       264.44   (+/-2cm)     867.6    (feet)  VERTCON   
 JZ3744  ___________________________________________________________________
 JZ3744  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3744
 JZ3744  VERT ORDER  -  THIRD (See Below)
 JZ3744
 JZ3744.The horizontal coordinates were scaled from a topographic map and have
 JZ3744.an estimated accuracy of +/- 6 seconds.
 JZ3744
 JZ3744.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3744.The vertical order pertains to the NGVD 29 superseded value.
 JZ3744
 JZ3744.The geoid height was determined by GEOID03.
 JZ3744
 JZ3744;                    North         East    Units  Estimated Accuracy
 JZ3744;SPC KY1Z     - 1,300,670.    1,602,990.      MT  (+/- 180 meters Scaled)
 JZ3744
 JZ3744                          SUPERSEDED SURVEY CONTROL
 JZ3744
 JZ3744  NGVD 29 (10/08/05)  264.66   (m)          868.3    (f) RESET       3  
 JZ3744
 JZ3744.Superseded values are not recommended for survey control.
 JZ3744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3744.See file dsdata.txt to determine how the superseded data were derived.
 JZ3744
 JZ3744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ111236(NAD 83)
 JZ3744_MARKER: DV = VERTICAL CONTROL DISK
 JZ3744_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ3744_SP_SET: CURB
 JZ3744_STAMPING: I275 L 10 RESET 1993
 JZ3744_MARK LOGO: NGS   
 JZ3744_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3744
 JZ3744  HISTORY     - Date     Condition        Report By
 JZ3744  HISTORY     - 1993     MONUMENTED       KYDT
 JZ3744
 JZ3744                          STATION DESCRIPTION
 JZ3744
 JZ3744'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993
 JZ3744'IN SOUTH FORT MITCHELL, AT THE JUNCTION OF US HIGHWAY 25 AND STATE
 JZ3744'HIGHWAY 371 (DIXIE HIGHWAY AND ORPHANAGE ROAD) , ABOUT 193 FEET
 JZ3744'(58.8 M) SOUTHEAST OF THE JUNCTION OF US 25 AND STATE HIGHWAY 371, IN
 JZ3744'THE TOP OF THE NORTH CURB OF HIGHWAY 371, 18.5 FEET (5.6 M) SOUTH OF
 JZ3744'SOUTH CORNER OF COLUMBIA FEDERAL SAVINGS BUILDING, 54.9 FEET
 JZ3744'(16.7 M) NORTHEAST OF MOST NORTHEAST CORNER OF REMKES MARKET, 10.8
 JZ3744'FEET (3.3 M) WEST FROM NORTH CORNER OF STORM DRAINAGE BOX IN PARKING
 JZ3744'LOT OF COLUMBIA FEDERAL SAVINGS, 0.5 FEET (15.2 CM) SOUTHEAST AND
 JZ3744'ALONG CONCRETE CURB FROM EAST EDGE OF A CURB GUTTER BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1025 ***********************************************************************
 JZ1025  DESIGNATION -  I275 L 13
 JZ1025  PID         -  JZ1025
 JZ1025  STATE/COUNTY-  KY/KENTON
 JZ1025  USGS QUAD   -  COVINGTON (1987)
 JZ1025
 JZ1025                         *CURRENT SURVEY CONTROL
 JZ1025  ___________________________________________________________________
 JZ1025* NAD 83(1986)-  39 02 16.     (N)    084 31 13.     (W)     SCALED    
 JZ1025* NAVD 88     -       154.459  (meters)     506.75   (feet)  ADJUSTED  
 JZ1025  ___________________________________________________________________
 JZ1025  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1025  DYNAMIC HT  -         154.361 (meters)     506.43  (feet)  COMP
 JZ1025  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 JZ1025
 JZ1025  VERT ORDER  -  SECOND    CLASS 0
 JZ1025
 JZ1025.The horizontal coordinates were scaled from a topographic map and have
 JZ1025.an estimated accuracy of +/- 6 seconds.
 JZ1025
 JZ1025.The orthometric height was determined by differential leveling
 JZ1025.and adjusted by the National Geodetic Survey in June 1991..
 JZ1025
 JZ1025.The geoid height was determined by GEOID03.
 JZ1025
 JZ1025.The dynamic height is computed by dividing the NAVD 88
 JZ1025.geopotential number by the normal gravity value computed on the
 JZ1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1025.degrees latitude (g = 980.6199 gals.).
 JZ1025
 JZ1025.The modeled gravity was interpolated from observed gravity values.
 JZ1025
 JZ1025;                    North         East    Units  Estimated Accuracy
 JZ1025;SPC KY1Z     - 1,300,870.    1,606,480.      MT  (+/- 180 meters Scaled)
 JZ1025
 JZ1025                          SUPERSEDED SURVEY CONTROL
 JZ1025
 JZ1025  NGVD 29 (??/??/92)  154.681  (m)          507.48   (f) ADJ UNCH    2 0
 JZ1025
 JZ1025.Superseded values are not recommended for survey control.
 JZ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1025.See file dsdata.txt to determine how the superseded data were derived.
 JZ1025
 JZ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ146238(NAD 83)
 JZ1025_MARKER: DD = SURVEY DISK
 JZ1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1025_SP_SET: ABUTMENT
 JZ1025_STAMPING: I-275 L-13 1966
 JZ1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1025
 JZ1025  HISTORY     - Date     Condition        Report By
 JZ1025  HISTORY     - 1966     MONUMENTED       PAS
 JZ1025
 JZ1025                          STATION DESCRIPTION
 JZ1025
 JZ1025'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ1025'1.1 MI SW FROM LATONIA.
 JZ1025'ABOUT 1.1 MILES SOUTHWEST ALONG THE L AND N RAILROAD FROM THE
 JZ1025'CAROLINE AVENUE VIADUCT IN LATONIA, AT THE NORTHEAST END OF
 JZ1025'BRIDGE OVER BANKLICK CREEK, AND 3 FEET SOUTHEAST OF THE SOUTHEAST
 JZ1025'RAIL.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 JZ1025'IN DRILL HOLE IN THE NORTH END OF THE SOUTHEAST ABUTMENT OF
 JZ1025'BRIDGE AND STAMPED I-275 L-13 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1020 ***********************************************************************
 JZ1020  DESIGNATION -  I275 L 14
 JZ1020  PID         -  JZ1020
 JZ1020  STATE/COUNTY-  KY/KENTON
 JZ1020  USGS QUAD   -  COVINGTON (1987)
 JZ1020
 JZ1020                         *CURRENT SURVEY CONTROL
 JZ1020  ___________________________________________________________________
 JZ1020* NAD 83(1986)-  39 02 11.     (N)    084 30 35.     (W)     SCALED    
 JZ1020* NAVD 88     -       151.609  (meters)     497.40   (feet)  ADJUSTED  
 JZ1020  ___________________________________________________________________
 JZ1020  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1020  DYNAMIC HT  -         151.512 (meters)     497.09  (feet)  COMP
 JZ1020  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 JZ1020
 JZ1020  VERT ORDER  -  SECOND    CLASS 0
 JZ1020
 JZ1020.The horizontal coordinates were scaled from a topographic map and have
 JZ1020.an estimated accuracy of +/- 6 seconds.
 JZ1020
 JZ1020.The orthometric height was determined by differential leveling
 JZ1020.and adjusted by the National Geodetic Survey in June 1991..
 JZ1020
 JZ1020.The geoid height was determined by GEOID03.
 JZ1020
 JZ1020.The dynamic height is computed by dividing the NAVD 88
 JZ1020.geopotential number by the normal gravity value computed on the
 JZ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1020.degrees latitude (g = 980.6199 gals.).
 JZ1020
 JZ1020.The modeled gravity was interpolated from observed gravity values.
 JZ1020
 JZ1020;                    North         East    Units  Estimated Accuracy
 JZ1020;SPC KY1Z     - 1,300,730.    1,607,390.      MT  (+/- 180 meters Scaled)
 JZ1020
 JZ1020                          SUPERSEDED SURVEY CONTROL
 JZ1020
 JZ1020  NGVD 29 (??/??/92)  151.834  (m)          498.14   (f) ADJ UNCH    2 0
 JZ1020
 JZ1020.Superseded values are not recommended for survey control.
 JZ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1020.See file dsdata.txt to determine how the superseded data were derived.
 JZ1020
 JZ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ155237(NAD 83)
 JZ1020_MARKER: DD = SURVEY DISK
 JZ1020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1020_SP_SET: ABUTMENT
 JZ1020_STAMPING: I-275 L-14 1966
 JZ1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1020
 JZ1020  HISTORY     - Date     Condition        Report By
 JZ1020  HISTORY     - 1966     MONUMENTED       PAS
 JZ1020
 JZ1020                          STATION DESCRIPTION
 JZ1020
 JZ1020'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ1020'0.8 MI SW FROM LATONIA.
 JZ1020'0.85 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 16 FROM ITS JUNCTION
 JZ1020'WITH STATE HIGHWAY NO. 177 IN LATONIA, AT THE SOUTHEAST CORNER
 JZ1020'OF CONCRETE BRIDGE OVER BANKLICK CREEK, 14 FEET SOUTHEAST OF
 JZ1020'THE CENTER OF HIGHWAY AND 0.5 FOOT SOUTHEAST OF THE EAST
 JZ1020'CONCRETE HAND RAIL.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 JZ1020'DISK SET IN DRILL HOLE IN THE TOP OF THE EAST END OF SOUTH
 JZ1020'CONCRETE BRIDGE ABUTMENT AND STAMPED I-275 L-14 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ2706 ***********************************************************************
 JZ2706  DESIGNATION -  I275 L 14 A
 JZ2706  PID         -  JZ2706
 JZ2706  STATE/COUNTY-  KY/KENTON
 JZ2706  USGS QUAD   -  COVINGTON (1987)
 JZ2706
 JZ2706                         *CURRENT SURVEY CONTROL
 JZ2706  ___________________________________________________________________
 JZ2706* NAD 83(1986)-  39 02 11.     (N)    084 30 35.     (W)     SCALED    
 JZ2706* NAVD 88     -       247.14   (+/-2cm)     810.8    (feet)  VERTCON   
 JZ2706  ___________________________________________________________________
 JZ2706  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2706
 JZ2706  VERT ORDER  -  THIRD (See Below)
 JZ2706
 JZ2706.The horizontal coordinates were scaled from a topographic map and have
 JZ2706.an estimated accuracy of +/- 6 seconds.
 JZ2706
 JZ2706.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2706.The vertical order pertains to the NGVD 29 superseded value.
 JZ2706
 JZ2706.The geoid height was determined by GEOID03.
 JZ2706
 JZ2706;                    North         East    Units  Estimated Accuracy
 JZ2706;SPC KY1Z     - 1,300,730.    1,607,390.      MT  (+/- 180 meters Scaled)
 JZ2706
 JZ2706                          SUPERSEDED SURVEY CONTROL
 JZ2706
 JZ2706  NGVD 29 (10/08/05)  247.36   (m)          811.5    (f) RESET       3  
 JZ2706
 JZ2706.Superseded values are not recommended for survey control.
 JZ2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2706.See file dsdata.txt to determine how the superseded data were derived.
 JZ2706
 JZ2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ155237(NAD 83)
 JZ2706_MARKER: DD = SURVEY DISK
 JZ2706_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2706_SP_SET: CURB
 JZ2706_STAMPING: I 275 L 14 A KYHD
 JZ2706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2706
 JZ2706  HISTORY     - Date     Condition        Report By
 JZ2706  HISTORY     - 1976     MONUMENTED       KYHD
 JZ2706
 JZ2706                          STATION DESCRIPTION
 JZ2706
 JZ2706'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1976
 JZ2706'1.9 MI SOUTH FROM LATONIA.
 JZ2706'1.9 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF STATE
 JZ2706'HIGHWAY 177 IN LATONIA, IN THE TOP OF EAST CURB OF KENTUCKY STATE
 JZ2706'HIGHWAY 16 OVERPASS OVER INTERSTATE HIGHWAY 275, 65.8 FEET EAST
 JZ2706'OF THE CENTERLINE OF STATE HIGHWAY 16 AND IN THE NORTHWEST WING.
 JZ2706'OF THE CENTERLINE OF STATE HIGHWAY 16 AND IN THE NORTHWEST WING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ2700 ***********************************************************************
 JZ2700  DESIGNATION -  I275 L 14 B
 JZ2700  PID         -  JZ2700
 JZ2700  STATE/COUNTY-  KY/KENTON
 JZ2700  USGS QUAD   -  COVINGTON (1987)
 JZ2700
 JZ2700                         *CURRENT SURVEY CONTROL
 JZ2700  ___________________________________________________________________
 JZ2700* NAD 83(1986)-  39 02 11.     (N)    084 30 35.     (W)     SCALED    
 JZ2700* NAVD 88     -       248.56   (+/-2cm)     815.5    (feet)  VERTCON   
 JZ2700  ___________________________________________________________________
 JZ2700  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2700
 JZ2700  VERT ORDER  -  THIRD (See Below)
 JZ2700
 JZ2700.The horizontal coordinates were scaled from a topographic map and have
 JZ2700.an estimated accuracy of +/- 6 seconds.
 JZ2700
 JZ2700.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2700.The vertical order pertains to the NGVD 29 superseded value.
 JZ2700
 JZ2700.The geoid height was determined by GEOID03.
 JZ2700
 JZ2700;                    North         East    Units  Estimated Accuracy
 JZ2700;SPC KY1Z     - 1,300,730.    1,607,390.      MT  (+/- 180 meters Scaled)
 JZ2700
 JZ2700                          SUPERSEDED SURVEY CONTROL
 JZ2700
 JZ2700  NGVD 29 (10/08/05)  248.78   (m)          816.2    (f) RESET       3  
 JZ2700
 JZ2700.Superseded values are not recommended for survey control.
 JZ2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2700.See file dsdata.txt to determine how the superseded data were derived.
 JZ2700
 JZ2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ155237(NAD 83)
 JZ2700_MARKER: DB = BENCH MARK DISK
 JZ2700_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2700_SP_SET: CURB
 JZ2700_STAMPING: I 257 L 14 B KYHD
 JZ2700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2700
 JZ2700  HISTORY     - Date     Condition        Report By
 JZ2700  HISTORY     - 1976     MONUMENTED       KYHD
 JZ2700
 JZ2700                          STATION DESCRIPTION
 JZ2700
 JZ2700'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1976
 JZ2700'1.9 MI SOUTH FROM LATONIA.
 JZ2700'1.9 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF STATE
 JZ2700'HIGHWAY 177 IN LATONIA, IN THE TOP OF THE WEST CURB OF THE
 JZ2700'SOUTHWEST WING OF STATE HIGHWAY 16 OVERPASS OVER INTERSTATE HIGHWAY
 JZ2700'275 AND 65.9 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0486 ***********************************************************************
 JZ0486  DESIGNATION -  I275 L 15
 JZ0486  PID         -  JZ0486
 JZ0486  STATE/COUNTY-  KY/KENTON
 JZ0486  USGS QUAD   -  NEWPORT (1987)
 JZ0486
 JZ0486                         *CURRENT SURVEY CONTROL
 JZ0486  ___________________________________________________________________
 JZ0486* NAD 83(1986)-  39 01 16.     (N)    084 29 31.     (W)     SCALED    
 JZ0486* NAVD 88     -       155.328  (meters)     509.61   (feet)  ADJUSTED  
 JZ0486  ___________________________________________________________________
 JZ0486  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0486  DYNAMIC HT  -         155.229 (meters)     509.28  (feet)  COMP
 JZ0486  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 JZ0486
 JZ0486  VERT ORDER  -  SECOND    CLASS 0
 JZ0486
 JZ0486.The horizontal coordinates were scaled from a topographic map and have
 JZ0486.an estimated accuracy of +/- 6 seconds.
 JZ0486
 JZ0486.The orthometric height was determined by differential leveling
 JZ0486.and adjusted by the National Geodetic Survey in June 1991..
 JZ0486
 JZ0486.The geoid height was determined by GEOID03.
 JZ0486
 JZ0486.The dynamic height is computed by dividing the NAVD 88
 JZ0486.geopotential number by the normal gravity value computed on the
 JZ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0486.degrees latitude (g = 980.6199 gals.).
 JZ0486
 JZ0486.The modeled gravity was interpolated from observed gravity values.
 JZ0486
 JZ0486;                    North         East    Units  Estimated Accuracy
 JZ0486;SPC KY1Z     - 1,299,050.    1,608,960.      MT  (+/- 180 meters Scaled)
 JZ0486
 JZ0486                          SUPERSEDED SURVEY CONTROL
 JZ0486
 JZ0486  NGVD 29 (??/??/92)  155.555  (m)          510.35   (f) ADJ UNCH    2 0
 JZ0486
 JZ0486.Superseded values are not recommended for survey control.
 JZ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0486.See file dsdata.txt to determine how the superseded data were derived.
 JZ0486
 JZ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ171221(NAD 83)
 JZ0486_MARKER: DD = SURVEY DISK
 JZ0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0486_SP_SET: SIDEWALK
 JZ0486_STAMPING: I-275 L-15 1966
 JZ0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0486
 JZ0486  HISTORY     - Date     Condition        Report By
 JZ0486  HISTORY     - 1966     MONUMENTED       PAS
 JZ0486
 JZ0486                          STATION DESCRIPTION
 JZ0486
 JZ0486'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ0486'2 MI S FROM LATONIA.
 JZ0486'2.05 MILES SOUTH ALONG STATE HIGHWAY NO. 177 FROM ITS JUNCTION
 JZ0486'WITH STATE HIGHWAY NO. 16 IN LATONIA, AT THE L AND N RAILROAD
 JZ0486'DE COURSEY YARD, ABOUT 128 FEET EAST OF THE CENTER OF HIGHWAY,
 JZ0486'23 1/2 FEET NORTHEAST OF RAILROAD COMMUNICATION POLE J5, 20
 JZ0486'FEET WEST OF THE WEST RAIL OF WESTERN MOST RAIL AND 9 FEET WEST
 JZ0486'OF A METAL GUARD RAIL.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 JZ0486'MARK DISK SET IN DRILL HOLE IN THE TOP OF THE NORTH END OF THE
 JZ0486'WEST HEADWALL OF CONCRETE AND METAL WALKWAY TUNNEL UNDERNEATH
 JZ0486'TRACKS AND 8 FEET HIGHER THAN WALKWAY AND STAMPED I-275 L-15
 JZ0486'1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0485 ***********************************************************************
 JZ0485  DESIGNATION -  I275 L 16 RESET
 JZ0485  PID         -  JZ0485
 JZ0485  STATE/COUNTY-  KY/CAMPBELL
 JZ0485  USGS QUAD   -  NEWPORT (1987)
 JZ0485
 JZ0485                         *CURRENT SURVEY CONTROL
 JZ0485  ___________________________________________________________________
 JZ0485* NAD 83(1986)-  39 01 34.     (N)    084 28 51.     (W)     SCALED    
 JZ0485* NAVD 88     -       162.02   (meters)     531.6    (feet)  RESET     
 JZ0485  ___________________________________________________________________
 JZ0485  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0485
 JZ0485  VERT ORDER  -  THIRD
 JZ0485
 JZ0485.The horizontal coordinates were scaled from a topographic map and have
 JZ0485.an estimated accuracy of +/- 6 seconds.
 JZ0485
 JZ0485.The orthometric height was computed from unverified reset data.
 JZ0485.No vertical observational check was made to the station.
 JZ0485
 JZ0485.The geoid height was determined by GEOID03.
 JZ0485
 JZ0485;                    North         East    Units  Estimated Accuracy
 JZ0485;SPC KY1Z     - 1,299,620.    1,609,910.      MT  (+/- 180 meters Scaled)
 JZ0485
 JZ0485                          SUPERSEDED SURVEY CONTROL
 JZ0485
 JZ0485  NGVD 29 (??/??/??)  162.25   (m)          532.3    (f) RESET       3  
 JZ0485
 JZ0485.Superseded values are not recommended for survey control.
 JZ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0485.See file dsdata.txt to determine how the superseded data were derived.
 JZ0485
 JZ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ180226(NAD 83)
 JZ0485_MARKER: DB = BENCH MARK DISK
 JZ0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0485_SP_SET: BRIDGE
 JZ0485_STAMPING: I-275 L-16 RESET 1971
 JZ0485_MARK LOGO: NGS   
 JZ0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0485
 JZ0485  HISTORY     - Date     Condition        Report By
 JZ0485  HISTORY     - 1971     MONUMENTED       NGS
 JZ0485
 JZ0485                          STATION DESCRIPTION
 JZ0485
 JZ0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JZ0485'5 MI S FROM NEWPORT.
 JZ0485'ABOUT 5.05 MILES SOUTH ALONG STATE ROUTE 9 FROM ITS JUNCTION
 JZ0485'WITH STATE ROUTE 8 IN NEWPORT, THENCE WEST ON A PRIVATE DRIVE
 JZ0485'FOR 350 FEET TO A CONCRETE BRIDGE AND THE MARK ON THE RIGHT
 JZ0485'AS DESCRIBED.  IT IS ABOUT 0.45 OF A MILE SOUTH OF THE JUNCTION
 JZ0485'OF STATE ROUTE 9 AND BANLICK ROAD, ABOUT 100 YARDS NORTH OF
 JZ0485'GREEN LAGOON, 350 FEET WEST OF THE APPROXIMATE CENTER OF
 JZ0485'RE-LOCATED STATE ROUTE 9, 131 FEET WEST-SOUTHWEST OF A GUYED
 JZ0485'UTILITY POLE, AND 6 FEET NORTH OF THE APPROXIMATE CENTER OF A
 JZ0485'SMALL CONCRETE BRIDGE CROSSING A SMALL CREEK.  IT IS A STANDARD
 JZ0485'DISK CEMENTED IN A DRILL HOLE NEAR THE NORTHWEST CORNER OF
 JZ0485'THE NORTH HEADWALL OF THE SMALL CONCRETE BRIDGE AND THE DISK
 JZ0485'IS STAMPED---I-275 L-16 RESET 1971---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0475 ***********************************************************************
 JZ0475  DESIGNATION -  I275 L 17
 JZ0475  PID         -  JZ0475
 JZ0475  STATE/COUNTY-  KY/CAMPBELL
 JZ0475  USGS QUAD   -  NEWPORT (1987)
 JZ0475
 JZ0475                         *CURRENT SURVEY CONTROL
 JZ0475  ___________________________________________________________________
 JZ0475* NAD 83(1986)-  39 03 04.     (N)    084 26 51.     (W)     SCALED    
 JZ0475* NAVD 88     -       253.037  (meters)     830.17   (feet)  ADJUSTED  
 JZ0475  ___________________________________________________________________
 JZ0475  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0475  DYNAMIC HT  -         252.878 (meters)     829.65  (feet)  COMP
 JZ0475  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 JZ0475
 JZ0475  VERT ORDER  -  SECOND    CLASS 0
 JZ0475
 JZ0475.The horizontal coordinates were scaled from a topographic map and have
 JZ0475.an estimated accuracy of +/- 6 seconds.
 JZ0475
 JZ0475.The orthometric height was determined by differential leveling
 JZ0475.and adjusted by the National Geodetic Survey in June 1991..
 JZ0475
 JZ0475.The geoid height was determined by GEOID03.
 JZ0475
 JZ0475.The dynamic height is computed by dividing the NAVD 88
 JZ0475.geopotential number by the normal gravity value computed on the
 JZ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0475.degrees latitude (g = 980.6199 gals.).
 JZ0475
 JZ0475.The modeled gravity was interpolated from observed gravity values.
 JZ0475
 JZ0475;                    North         East    Units  Estimated Accuracy
 JZ0475;SPC KY1Z     - 1,302,440.    1,612,760.      MT  (+/- 180 meters Scaled)
 JZ0475
 JZ0475                          SUPERSEDED SURVEY CONTROL
 JZ0475
 JZ0475  NGVD 29 (??/??/92)  253.273  (m)          830.95   (f) ADJ UNCH    2 0
 JZ0475
 JZ0475.Superseded values are not recommended for survey control.
 JZ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0475.See file dsdata.txt to determine how the superseded data were derived.
 JZ0475
 JZ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ208255(NAD 83)
 JZ0475_MARKER: DD = SURVEY DISK
 JZ0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0475_SP_SET: CURB
 JZ0475_STAMPING: I-275 L-17 1966
 JZ0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0475
 JZ0475  HISTORY     - Date     Condition        Report By
 JZ0475  HISTORY     - 1966     MONUMENTED       PAS
 JZ0475
 JZ0475                          STATION DESCRIPTION
 JZ0475
 JZ0475'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ0475'0.6 MI S FROM FORT THOMAS.
 JZ0475'0.6 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM ITS JUNCTION WITH
 JZ0475'STATE HIGHWAY 1120 IN FORT THOMAS, NEAR THE SOUTHEAST CORNER OF
 JZ0475'ST. STEPHENS CEMETERY, ABOUT 77 FEET NORTH OF THE JUNCTION OF
 JZ0475'U.S. 27 AND THREE MILE ROAD, 19 FEET WEST OF THE CENTER OF U.S.
 JZ0475'27 AND 1 1/2 FEET EAST OF EAST EDGE OF WEST SIDEWALK.  A KENTUCKY
 JZ0475'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN THE
 JZ0475'WEST CURBING OF U.S. HIGHWAY 27 AND STAMPED I-275 L-17 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0476 ***********************************************************************
 JZ0476  DESIGNATION -  I275 L 17 REF PT
 JZ0476  PID         -  JZ0476
 JZ0476  STATE/COUNTY-  KY/CAMPBELL
 JZ0476  USGS QUAD   -  NEWPORT (1987)
 JZ0476
 JZ0476                         *CURRENT SURVEY CONTROL
 JZ0476  ___________________________________________________________________
 JZ0476* NAD 83(1986)-  39 03 04.     (N)    084 26 51.     (W)     SCALED    
 JZ0476* NAVD 88     -       252.238  (meters)     827.55   (feet)  ADJUSTED  
 JZ0476  ___________________________________________________________________
 JZ0476  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0476  DYNAMIC HT  -         252.079 (meters)     827.03  (feet)  COMP
 JZ0476  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 JZ0476
 JZ0476  VERT ORDER  -  SECOND    CLASS 0
 JZ0476
 JZ0476.The horizontal coordinates were scaled from a topographic map and have
 JZ0476.an estimated accuracy of +/- 6 seconds.
 JZ0476
 JZ0476.The orthometric height was determined by differential leveling
 JZ0476.and adjusted by the National Geodetic Survey in June 1991..
 JZ0476
 JZ0476.The geoid height was determined by GEOID03.
 JZ0476
 JZ0476.The dynamic height is computed by dividing the NAVD 88
 JZ0476.geopotential number by the normal gravity value computed on the
 JZ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0476.degrees latitude (g = 980.6199 gals.).
 JZ0476
 JZ0476.The modeled gravity was interpolated from observed gravity values.
 JZ0476
 JZ0476;                    North         East    Units  Estimated Accuracy
 JZ0476;SPC KY1Z     - 1,302,440.    1,612,760.      MT  (+/- 180 meters Scaled)
 JZ0476
 JZ0476                          SUPERSEDED SURVEY CONTROL
 JZ0476
 JZ0476  NGVD 29 (??/??/92)  252.47   (m)          828.3    (f) COMPUTED    2 0
 JZ0476
 JZ0476.Superseded values are not recommended for survey control.
 JZ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0476.See file dsdata.txt to determine how the superseded data were derived.
 JZ0476
 JZ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ208255(NAD 83)
 JZ0476_MARKER: Q = CHISELED SQUARE
 JZ0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0476_SP_SET: CURB
 JZ0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0476
 JZ0476  HISTORY     - Date     Condition        Report By
 JZ0476  HISTORY     - UNK      MONUMENTED       PAS
 JZ0476  HISTORY     - 1966     GOOD             NGS
 JZ0476
 JZ0476                          STATION DESCRIPTION
 JZ0476
 JZ0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JZ0476'0.6 MI S FROM FORT THOMAS.
 JZ0476'0.6 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM ITS JUNCTION WITH
 JZ0476'STATE HIGHWAY 1120 IN FORT THOMAS, NEAR SOUTHEAST CORNER OF ST.
 JZ0476'STEPHENS CEMETERY, ON THE WEST CURBING OF ALEXANDRIA PIKE, NEAR
 JZ0476'CRESCENT MOTEL, 114 1/2 FEET SOUTH OF BM I275-L17.  A CHISELED
 JZ0476'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0472 ***********************************************************************
 JZ0472  DESIGNATION -  I275 L 18
 JZ0472  PID         -  JZ0472
 JZ0472  STATE/COUNTY-  KY/CAMPBELL
 JZ0472  USGS QUAD   -  NEWPORT (1987)
 JZ0472
 JZ0472                         *CURRENT SURVEY CONTROL
 JZ0472  ___________________________________________________________________
 JZ0472* NAD 83(1986)-  39 03 44.     (N)    084 26 55.     (W)     SCALED    
 JZ0472* NAVD 88     -       254.764  (meters)     835.84   (feet)  ADJUSTED  
 JZ0472  ___________________________________________________________________
 JZ0472  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0472  DYNAMIC HT  -         254.604 (meters)     835.31  (feet)  COMP
 JZ0472  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 JZ0472
 JZ0472  VERT ORDER  -  SECOND    CLASS 0
 JZ0472
 JZ0472.The horizontal coordinates were scaled from a topographic map and have
 JZ0472.an estimated accuracy of +/- 6 seconds.
 JZ0472
 JZ0472.The orthometric height was determined by differential leveling
 JZ0472.and adjusted by the National Geodetic Survey in June 1991..
 JZ0472
 JZ0472.The geoid height was determined by GEOID03.
 JZ0472
 JZ0472.The dynamic height is computed by dividing the NAVD 88
 JZ0472.geopotential number by the normal gravity value computed on the
 JZ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0472.degrees latitude (g = 980.6199 gals.).
 JZ0472
 JZ0472.The modeled gravity was interpolated from observed gravity values.
 JZ0472
 JZ0472;                    North         East    Units  Estimated Accuracy
 JZ0472;SPC KY1Z     - 1,303,670.    1,612,650.      MT  (+/- 180 meters Scaled)
 JZ0472
 JZ0472                          SUPERSEDED SURVEY CONTROL
 JZ0472
 JZ0472  NGVD 29 (??/??/92)  255.000  (m)          836.61   (f) ADJ UNCH    2 0
 JZ0472
 JZ0472.Superseded values are not recommended for survey control.
 JZ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0472.See file dsdata.txt to determine how the superseded data were derived.
 JZ0472
 JZ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ207267(NAD 83)
 JZ0472_MARKER: DD = SURVEY DISK
 JZ0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0472_SP_SET: CURB
 JZ0472_STAMPING: I-275 L-18 1966
 JZ0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0472
 JZ0472  HISTORY     - Date     Condition        Report By
 JZ0472  HISTORY     - 1966     MONUMENTED       PAS
 JZ0472
 JZ0472                          STATION DESCRIPTION
 JZ0472
 JZ0472'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ0472'IN FORT THOMAS.
 JZ0472'MARK IS LOCATED IN THE SOUTH PART OF FORT THOMAS, AT THE JUNCTION
 JZ0472'OF STATE HIGHWAYS 1120 AND 445 (S. FORT THOMAS AVE AND GRANDVIEW
 JZ0472'AVENUE), 68 FEET SOUTH OF THE CENTER OF GRANDVIEW AVENUE, 18
 JZ0472'FEET WEST OF THE CENTER OF S. FORT THOMAS AVENUE, 13 FEET SOUTH
 JZ0472'OF POWER POLE CA 14-59E AND 3 FEET EAST OF THE EAST EDGE OF
 JZ0472'WEST SIDEWALK.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 JZ0472'DISK SET IN DRILL HOLE IN THE WEST CURBING OF S. FORT THOMAS
 JZ0472'AND STAMPED I-275 L-18 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0474 ***********************************************************************
 JZ0474  DESIGNATION -  I275 L 18 REF PT
 JZ0474  PID         -  JZ0474
 JZ0474  STATE/COUNTY-  KY/CAMPBELL
 JZ0474  USGS QUAD   -  NEWPORT (1987)
 JZ0474
 JZ0474                         *CURRENT SURVEY CONTROL
 JZ0474  ___________________________________________________________________
 JZ0474* NAD 83(1986)-  39 03 43.     (N)    084 26 55.     (W)     SCALED    
 JZ0474* NAVD 88     -       254.818  (meters)     836.02   (feet)  ADJUSTED  
 JZ0474  ___________________________________________________________________
 JZ0474  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0474  DYNAMIC HT  -         254.658 (meters)     835.49  (feet)  COMP
 JZ0474  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 JZ0474
 JZ0474  VERT ORDER  -  SECOND    CLASS 0
 JZ0474
 JZ0474.The horizontal coordinates were scaled from a topographic map and have
 JZ0474.an estimated accuracy of +/- 6 seconds.
 JZ0474
 JZ0474.The orthometric height was determined by differential leveling
 JZ0474.and adjusted by the National Geodetic Survey in June 1991..
 JZ0474
 JZ0474.The geoid height was determined by GEOID03.
 JZ0474
 JZ0474.The dynamic height is computed by dividing the NAVD 88
 JZ0474.geopotential number by the normal gravity value computed on the
 JZ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0474.degrees latitude (g = 980.6199 gals.).
 JZ0474
 JZ0474.The modeled gravity was interpolated from observed gravity values.
 JZ0474
 JZ0474;                    North         East    Units  Estimated Accuracy
 JZ0474;SPC KY1Z     - 1,303,640.    1,612,650.      MT  (+/- 180 meters Scaled)
 JZ0474
 JZ0474                          SUPERSEDED SURVEY CONTROL
 JZ0474
 JZ0474  NGVD 29 (??/??/92)  255.05   (m)          836.8    (f) COMPUTED    2 0
 JZ0474
 JZ0474.Superseded values are not recommended for survey control.
 JZ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0474.See file dsdata.txt to determine how the superseded data were derived.
 JZ0474
 JZ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ207267(NAD 83)
 JZ0474_MARKER: Q = CHISELED SQUARE
 JZ0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0474_SP_SET: CURB
 JZ0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0474
 JZ0474  HISTORY     - Date     Condition        Report By
 JZ0474  HISTORY     - UNK      MONUMENTED       PAS
 JZ0474  HISTORY     - 1966     GOOD             NGS
 JZ0474  HISTORY     - 1986     GOOD             LOCSUR
 JZ0474
 JZ0474                          STATION DESCRIPTION
 JZ0474
 JZ0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JZ0474'AT FORT THOMAS.
 JZ0474'ON NORTHWEST CURBING OF S. FORT THOMAS STREET, IN FRONT OF
 JZ0474'HOUSE NO. 1321, 8 1/2 FEET NORTHEAST OF POWER POLE 172 X-80 AND
 JZ0474'2 1/2 FEET SOUTH OF FIRE HYDRANT.  A CHISELED SQUARE.
 JZ0474
 JZ0474                          STATION RECOVERY (1986)
 JZ0474
 JZ0474'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (AD)
 JZ0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0473 ***********************************************************************
 JZ0473  DESIGNATION -  I275 L 19
 JZ0473  PID         -  JZ0473
 JZ0473  STATE/COUNTY-  KY/CAMPBELL
 JZ0473  USGS QUAD   -  NEWPORT (1987)
 JZ0473
 JZ0473                         *CURRENT SURVEY CONTROL
 JZ0473  ___________________________________________________________________
 JZ0473* NAD 83(1986)-  39 03 26.     (N)    084 26 32.     (W)     SCALED    
 JZ0473* NAVD 88     -       164.981  (meters)     541.28   (feet)  ADJUSTED  
 JZ0473  ___________________________________________________________________
 JZ0473  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0473  DYNAMIC HT  -         164.877 (meters)     540.93  (feet)  COMP
 JZ0473  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 JZ0473
 JZ0473  VERT ORDER  -  SECOND    CLASS 0
 JZ0473
 JZ0473.The horizontal coordinates were scaled from a topographic map and have
 JZ0473.an estimated accuracy of +/- 6 seconds.
 JZ0473
 JZ0473.The orthometric height was determined by differential leveling
 JZ0473.and adjusted by the National Geodetic Survey in June 1991..
 JZ0473
 JZ0473.The geoid height was determined by GEOID03.
 JZ0473
 JZ0473.The dynamic height is computed by dividing the NAVD 88
 JZ0473.geopotential number by the normal gravity value computed on the
 JZ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0473.degrees latitude (g = 980.6199 gals.).
 JZ0473
 JZ0473.The modeled gravity was interpolated from observed gravity values.
 JZ0473
 JZ0473;                    North         East    Units  Estimated Accuracy
 JZ0473;SPC KY1Z     - 1,303,120.    1,613,210.      MT  (+/- 180 meters Scaled)
 JZ0473
 JZ0473                          SUPERSEDED SURVEY CONTROL
 JZ0473
 JZ0473  NGVD 29 (??/??/92)  165.214  (m)          542.04   (f) ADJ UNCH    2 0
 JZ0473
 JZ0473.Superseded values are not recommended for survey control.
 JZ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0473.See file dsdata.txt to determine how the superseded data were derived.
 JZ0473
 JZ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ213262(NAD 83)
 JZ0473_MARKER: DD = SURVEY DISK
 JZ0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0473_SP_SET: CULVERT
 JZ0473_STAMPING: I-275 L-19 1966
 JZ0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0473
 JZ0473  HISTORY     - Date     Condition        Report By
 JZ0473  HISTORY     - 1966     MONUMENTED       PAS
 JZ0473
 JZ0473                          STATION DESCRIPTION
 JZ0473
 JZ0473'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ0473'0.8 MI SE FROM FORT THOMAS.
 JZ0473'0.85 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 445 (RIVER ROAD)
 JZ0473'FROM ITS JUNCTION WITH STATE HIGHWAY NO. 1120 IN FORT THOMAS,
 JZ0473'ABOUT 0.25 MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 445
 JZ0473'AND 8 AT BRENT, 75 FEET EAST OF THE INTERSECTION OF HIGHWAY AND
 JZ0473'PRIVATE DRIVE, 47 FEET EAST-NORTHEAST OF POWER POLE CA 14-319E
 JZ0473'AND 20 FEET NORTHEAST OF THE CENTER OF HIGHWAY.  A KENTUCKY
 JZ0473'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN THE
 JZ0473'NORTHEAST CORNER OF CONCRETE HEADWALL FOR CULVERT HIGHWAY AND
 JZ0473'STAMPED I-275 L-19 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1042 ***********************************************************************
 JZ1042  DESIGNATION -  I275 L 2
 JZ1042  PID         -  JZ1042
 JZ1042  STATE/COUNTY-  KY/BOONE
 JZ1042  USGS QUAD   -  BURLINGTON (1991)
 JZ1042
 JZ1042                         *CURRENT SURVEY CONTROL
 JZ1042  ___________________________________________________________________
 JZ1042* NAD 83(1986)-  39 04 05.     (N)    084 41 02.     (W)     SCALED    
 JZ1042* NAVD 88     -       256.107  (meters)     840.24   (feet)  ADJUSTED  
 JZ1042  ___________________________________________________________________
 JZ1042  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1042  DYNAMIC HT  -         255.945 (meters)     839.71  (feet)  COMP
 JZ1042  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 JZ1042
 JZ1042  VERT ORDER  -  SECOND    CLASS 0
 JZ1042
 JZ1042.The horizontal coordinates were scaled from a topographic map and have
 JZ1042.an estimated accuracy of +/- 6 seconds.
 JZ1042
 JZ1042.The orthometric height was determined by differential leveling
 JZ1042.and adjusted by the National Geodetic Survey in June 1991..
 JZ1042
 JZ1042.The geoid height was determined by GEOID03.
 JZ1042
 JZ1042.The dynamic height is computed by dividing the NAVD 88
 JZ1042.geopotential number by the normal gravity value computed on the
 JZ1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1042.degrees latitude (g = 980.6199 gals.).
 JZ1042
 JZ1042.The modeled gravity was interpolated from observed gravity values.
 JZ1042
 JZ1042;                    North         East    Units  Estimated Accuracy
 JZ1042;SPC KY1Z     - 1,304,060.    1,592,270.      MT  (+/- 180 meters Scaled)
 JZ1042
 JZ1042                          SUPERSEDED SURVEY CONTROL
 JZ1042
 JZ1042  NGVD 29 (??/??/92)  256.30   (m)          840.9    (f) COMPUTED    2 0
 JZ1042
 JZ1042.Superseded values are not recommended for survey control.
 JZ1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1042.See file dsdata.txt to determine how the superseded data were derived.
 JZ1042
 JZ1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ003268(NAD 83)
 JZ1042_MARKER: DD = SURVEY DISK
 JZ1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1042_STAMPING: I-275 L-2 1966
 JZ1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1042+STABILITY: SURFACE MOTION
 JZ1042
 JZ1042  HISTORY     - Date     Condition        Report By
 JZ1042  HISTORY     - 1966     MONUMENTED       PAS
 JZ1042
 JZ1042                          STATION DESCRIPTION
 JZ1042
 JZ1042'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ1042'1 MI E FROM HEBRON.
 JZ1042'0.95 MILE EAST ALONG STATE HIGHWAY NO. 20 FROM ITS JUNCTION
 JZ1042'WITH STATE HIGHWAY 237 IN HEBRON, ABOUT 100 FEET EAST OF AN
 JZ1042'UNDERGROUND PIPE LINE, 60 FEET SOUTH AND ACROSS HIGHWAY FROM
 JZ1042'POWER POLE 14BN-127E, 25 FEET SOUTH-SOUTHWEST OF THE CENTER
 JZ1042'OF HIGHWAY, 2 FEET NORTH OF WIRE FENCE AND 1 1/2 FEET NORTH
 JZ1042'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 JZ1042'HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST FLUSH
 JZ1042'WITH GROUND AND STAMPED I-275 L-2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1040 ***********************************************************************
 JZ1040  DESIGNATION -  I275 L 4
 JZ1040  PID         -  JZ1040
 JZ1040  STATE/COUNTY-  KY/BOONE
 JZ1040  USGS QUAD   -  BURLINGTON (1991)
 JZ1040
 JZ1040                         *CURRENT SURVEY CONTROL
 JZ1040  ___________________________________________________________________
 JZ1040* NAD 83(1986)-  39 04 14.     (N)    084 39 45.     (W)     SCALED    
 JZ1040* NAVD 88     -       252.123  (meters)     827.17   (feet)  ADJUSTED  
 JZ1040  ___________________________________________________________________
 JZ1040  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1040  DYNAMIC HT  -         251.962 (meters)     826.65  (feet)  COMP
 JZ1040  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 JZ1040
 JZ1040  VERT ORDER  -  SECOND    CLASS 0
 JZ1040
 JZ1040.The horizontal coordinates were scaled from a topographic map and have
 JZ1040.an estimated accuracy of +/- 6 seconds.
 JZ1040
 JZ1040.The orthometric height was determined by differential leveling
 JZ1040.and adjusted by the National Geodetic Survey in June 1991..
 JZ1040
 JZ1040.The geoid height was determined by GEOID03.
 JZ1040
 JZ1040.The dynamic height is computed by dividing the NAVD 88
 JZ1040.geopotential number by the normal gravity value computed on the
 JZ1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1040.degrees latitude (g = 980.6199 gals.).
 JZ1040
 JZ1040.The modeled gravity was interpolated from observed gravity values.
 JZ1040
 JZ1040;                    North         East    Units  Estimated Accuracy
 JZ1040;SPC KY1Z     - 1,304,360.    1,594,120.      MT  (+/- 180 meters Scaled)
 JZ1040
 JZ1040                          SUPERSEDED SURVEY CONTROL
 JZ1040
 JZ1040  NGVD 29 (??/??/92)  252.32   (m)          827.8    (f) COMPUTED    2 0
 JZ1040
 JZ1040.Superseded values are not recommended for survey control.
 JZ1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1040.See file dsdata.txt to determine how the superseded data were derived.
 JZ1040
 JZ1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ022272(NAD 83)
 JZ1040_MARKER: DD = SURVEY DISK
 JZ1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1040_STAMPING: I-275 L-4 1966
 JZ1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1040+STABILITY: SURFACE MOTION
 JZ1040
 JZ1040  HISTORY     - Date     Condition        Report By
 JZ1040  HISTORY     - 1966     MONUMENTED       PAS
 JZ1040
 JZ1040                          STATION DESCRIPTION
 JZ1040
 JZ1040'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ1040'2.2 MI E FROM HEBRON.
 JZ1040'2.2 MILES EAST ALONG STATE HIGHWAY NO. 20 FROM ITS JUNCTION
 JZ1040'WITH STATE HIGHWAY NO. 237 IN HEBRON, ABOUT 0.75 MILE WEST OF THE
 JZ1040'JUNCTION OF HIGHWAY 1334, AT A POWER TRANSMISSION LINE CROSSING,
 JZ1040'32 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY, 10 1/2
 JZ1040'FEET SOUTHEAST OF FENCE CORNER, 2 FEET SOUTHWEST OF WIRE FENCE
 JZ1040'AND 1 1/2 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.  A
 JZ1040'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 JZ1040'CONCRETE POST PROJECTING 1 INCH AND STAMPED I-275 L-4 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1039 ***********************************************************************
 JZ1039  DESIGNATION -  I275 L 5
 JZ1039  PID         -  JZ1039
 JZ1039  STATE/COUNTY-  KY/BOONE
 JZ1039  USGS QUAD   -  BURLINGTON (1991)
 JZ1039
 JZ1039                         *CURRENT SURVEY CONTROL
 JZ1039  ___________________________________________________________________
 JZ1039* NAD 83(1986)-  39 04 18.     (N)    084 38 53.     (W)     SCALED    
 JZ1039* NAVD 88     -       256.132  (meters)     840.33   (feet)  ADJUSTED  
 JZ1039  ___________________________________________________________________
 JZ1039  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1039  DYNAMIC HT  -         255.969 (meters)     839.79  (feet)  COMP
 JZ1039  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 JZ1039
 JZ1039  VERT ORDER  -  SECOND    CLASS 0
 JZ1039
 JZ1039.The horizontal coordinates were scaled from a topographic map and have
 JZ1039.an estimated accuracy of +/- 6 seconds.
 JZ1039
 JZ1039.The orthometric height was determined by differential leveling
 JZ1039.and adjusted by the National Geodetic Survey in June 1991..
 JZ1039
 JZ1039.The geoid height was determined by GEOID03.
 JZ1039
 JZ1039.The dynamic height is computed by dividing the NAVD 88
 JZ1039.geopotential number by the normal gravity value computed on the
 JZ1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1039.degrees latitude (g = 980.6199 gals.).
 JZ1039
 JZ1039.The modeled gravity was interpolated from observed gravity values.
 JZ1039
 JZ1039;                    North         East    Units  Estimated Accuracy
 JZ1039;SPC KY1Z     - 1,304,490.    1,595,370.      MT  (+/- 180 meters Scaled)
 JZ1039
 JZ1039                          SUPERSEDED SURVEY CONTROL
 JZ1039
 JZ1039  NGVD 29 (??/??/92)  256.33   (m)          841.0    (f) COMPUTED    2 0
 JZ1039
 JZ1039.Superseded values are not recommended for survey control.
 JZ1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1039.See file dsdata.txt to determine how the superseded data were derived.
 JZ1039
 JZ1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ034273(NAD 83)
 JZ1039_MARKER: DD = SURVEY DISK
 JZ1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1039_STAMPING: I-275 L-5 1966
 JZ1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1039+STABILITY: SURFACE MOTION
 JZ1039
 JZ1039  HISTORY     - Date     Condition        Report By
 JZ1039  HISTORY     - 1966     MONUMENTED       PAS
 JZ1039
 JZ1039                          STATION DESCRIPTION
 JZ1039
 JZ1039'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ1039'3 MI E FROM HEBRON.
 JZ1039'3.0 MILES EAST ALONG STATE HIGHWAY NO. 20 FROM ITS JUNCTION
 JZ1039'WITH STATE HIGHWAY 237 IN HEBRON, ABOUT 335 FEET EAST OF THE
 JZ1039'JUNCTION OF STATE HIGHWAY 1334, 29 FEET EAST OF THE NORTH END
 JZ1039'OF A 12 INCH PIPE CULVERT UNDER ROAD, 21 1/2 FEET NORTH OF THE
 JZ1039'CENTER OF HIGHWAY 20, 2 FEET NORTH OF POWER POLE 90, 1 1/2 FEET
 JZ1039'SOUTH OF WIRE FENCE AND ABOUT 4 FEET HIGHER THAN HIGHWAY AND
 JZ1039'2 1/2 FEET WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 JZ1039'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 JZ1039'POST PROJECTING 2 INCHES AND STAMPED I-275 L-5 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1038 ***********************************************************************
 JZ1038  DESIGNATION -  I275 L 6
 JZ1038  PID         -  JZ1038
 JZ1038  STATE/COUNTY-  KY/BOONE
 JZ1038  USGS QUAD   -  BURLINGTON (1991)
 JZ1038
 JZ1038                         *CURRENT SURVEY CONTROL
 JZ1038  ___________________________________________________________________
 JZ1038* NAD 83(1986)-  39 03 41.     (N)    084 39 47.     (W)     SCALED    
 JZ1038* NAVD 88     -       261.963  (meters)     859.46   (feet)  ADJUSTED  
 JZ1038  ___________________________________________________________________
 JZ1038  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1038  DYNAMIC HT  -         261.795 (meters)     858.91  (feet)  COMP
 JZ1038  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 JZ1038
 JZ1038  VERT ORDER  -  SECOND    CLASS 0
 JZ1038
 JZ1038.The horizontal coordinates were scaled from a topographic map and have
 JZ1038.an estimated accuracy of +/- 6 seconds.
 JZ1038
 JZ1038.The orthometric height was determined by differential leveling
 JZ1038.and adjusted by the National Geodetic Survey in June 1991..
 JZ1038
 JZ1038.The geoid height was determined by GEOID03.
 JZ1038
 JZ1038.The dynamic height is computed by dividing the NAVD 88
 JZ1038.geopotential number by the normal gravity value computed on the
 JZ1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1038.degrees latitude (g = 980.6199 gals.).
 JZ1038
 JZ1038.The modeled gravity was interpolated from observed gravity values.
 JZ1038
 JZ1038;                    North         East    Units  Estimated Accuracy
 JZ1038;SPC KY1Z     - 1,303,340.    1,594,090.      MT  (+/- 180 meters Scaled)
 JZ1038
 JZ1038                          SUPERSEDED SURVEY CONTROL
 JZ1038
 JZ1038  NGVD 29 (??/??/92)  262.17   (m)          860.1    (f) COMPUTED    2 0
 JZ1038
 JZ1038.Superseded values are not recommended for survey control.
 JZ1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1038.See file dsdata.txt to determine how the superseded data were derived.
 JZ1038
 JZ1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ021261(NAD 83)
 JZ1038_MARKER: DD = SURVEY DISK
 JZ1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1038_STAMPING: I-275 L-6 1966
 JZ1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1038+STABILITY: SURFACE MOTION
 JZ1038
 JZ1038  HISTORY     - Date     Condition        Report By
 JZ1038  HISTORY     - 1966     MONUMENTED       PAS
 JZ1038
 JZ1038                          STATION DESCRIPTION
 JZ1038
 JZ1038'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ1038'4.7 MI NW FROM ERLANGER.
 JZ1038'4.7 MILES NORTHWEST ALONG STATE HIGHWAY NO. 236 FROM ITS JUNCTION
 JZ1038'WITH U.S. HIGHWAY 25 IN ERLANGER, ABOUT 0.4 MILE NORTHWEST OF
 JZ1038'THE MAIN ENTRANCE TO GREATER CINCINNATI AIRPORT, AT THE JUNCTION
 JZ1038'OF STATE HIGHWAY 1334, ABOUT 70 FEET WEST OF THE CENTER OF
 JZ1038'CROSSROADS, 49 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 1334,
 JZ1038'24 FEET NORTHWEST OF THE CENTER OF BLACK TOP ROAD TO AIRPORT,
 JZ1038'3 1/2 FEET NORTH OF FENCE CORNER AND 3 FEET EAST OF METAL
 JZ1038'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 JZ1038'BENCH MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH THE
 JZ1038'GROUND AND STAMPED I-275 L-6 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1033 ***********************************************************************
 JZ1033  DESIGNATION -  I275 L 7
 JZ1033  PID         -  JZ1033
 JZ1033  STATE/COUNTY-  KY/BOONE
 JZ1033  USGS QUAD   -  BURLINGTON (1991)
 JZ1033
 JZ1033                         *CURRENT SURVEY CONTROL
 JZ1033  ___________________________________________________________________
 JZ1033* NAD 83(1986)-  39 03 07.     (N)    084 37 41.     (W)     SCALED    
 JZ1033* NAVD 88     -       269.033  (meters)     882.65   (feet)  ADJUSTED  
 JZ1033  ___________________________________________________________________
 JZ1033  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1033  DYNAMIC HT  -         268.861 (meters)     882.09  (feet)  COMP
 JZ1033  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 JZ1033
 JZ1033  VERT ORDER  -  SECOND    CLASS 0
 JZ1033
 JZ1033.The horizontal coordinates were scaled from a topographic map and have
 JZ1033.an estimated accuracy of +/- 6 seconds.
 JZ1033
 JZ1033.The orthometric height was determined by differential leveling
 JZ1033.and adjusted by the National Geodetic Survey in June 1991..
 JZ1033
 JZ1033.The geoid height was determined by GEOID03.
 JZ1033
 JZ1033.The dynamic height is computed by dividing the NAVD 88
 JZ1033.geopotential number by the normal gravity value computed on the
 JZ1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1033.degrees latitude (g = 980.6199 gals.).
 JZ1033
 JZ1033.The modeled gravity was interpolated from observed gravity values.
 JZ1033
 JZ1033;                    North         East    Units  Estimated Accuracy
 JZ1033;SPC KY1Z     - 1,302,330.    1,597,130.      MT  (+/- 180 meters Scaled)
 JZ1033
 JZ1033                          SUPERSEDED SURVEY CONTROL
 JZ1033
 JZ1033  NGVD 29 (??/??/92)  269.236  (m)          883.32   (f) ADJ UNCH    2 0
 JZ1033
 JZ1033.Superseded values are not recommended for survey control.
 JZ1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1033.See file dsdata.txt to determine how the superseded data were derived.
 JZ1033
 JZ1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ052252(NAD 83)
 JZ1033_MARKER: DD = SURVEY DISK
 JZ1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1033_STAMPING: I-275 L-7 1966
 JZ1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1033+STABILITY: SURFACE MOTION
 JZ1033
 JZ1033  HISTORY     - Date     Condition        Report By
 JZ1033  HISTORY     - 1966     MONUMENTED       PAS
 JZ1033
 JZ1033                          STATION DESCRIPTION
 JZ1033
 JZ1033'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ1033'3.8 MI NW FROM ERLANGER.
 JZ1033'2.95 MILES NORTHWEST ALONG STATE HIGHWAY NO. 236 FROM ITS
 JZ1033'JUNCTION WITH U.S. HIGHWAY 25 IN ERLANGER, THENCE, ABOUT 0.9
 JZ1033'MILE NORTHEAST ALONG MINEOLA ROAD, AT AN UNDERGROUND PIPE LINE
 JZ1033'CROSSING, OPPOSITE HOUSE NUMBER 3329, 43 1/2 FEET NORTHWEST AND
 JZ1033'ACROSS ROAD FROM THE CENTER OF A ULH AND P CO. MANHOLE, 36
 JZ1033'FEET WEST OF INTERSECTION OF MINEOLA ROAD AND PLEASANT LANE,
 JZ1033'21 FEET NORTHWEST OF THE CENTER OF MINEOLA ROAD, 9 1/2 FEET
 JZ1033'WEST OF PIPE LINE VENT PIPE AND 2 1/2 FEET SOUTHEAST OF METAL
 JZ1033'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 JZ1033'MARK DISK SET IN TOP OF CONCRETE CYLINDER PROJECTING 2 INCHES
 JZ1033'AND STAMPED I-275 L-7 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1032 ***********************************************************************
 JZ1032  DESIGNATION -  I275 L 8
 JZ1032  PID         -  JZ1032
 JZ1032  STATE/COUNTY-  KY/KENTON
 JZ1032  USGS QUAD   -  COVINGTON (1987)
 JZ1032
 JZ1032                         *CURRENT SURVEY CONTROL
 JZ1032  ___________________________________________________________________
 JZ1032* NAD 83(1986)-  39 02 40.     (N)    084 37 00.     (W)     SCALED    
 JZ1032* NAVD 88     -       246.434  (meters)     808.51   (feet)  ADJUSTED  
 JZ1032  ___________________________________________________________________
 JZ1032  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1032  DYNAMIC HT  -         246.277 (meters)     807.99  (feet)  COMP
 JZ1032  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 JZ1032
 JZ1032  VERT ORDER  -  SECOND    CLASS 0
 JZ1032
 JZ1032.The horizontal coordinates were scaled from a topographic map and have
 JZ1032.an estimated accuracy of +/- 6 seconds.
 JZ1032
 JZ1032.The orthometric height was determined by differential leveling
 JZ1032.and adjusted by the National Geodetic Survey in June 1991..
 JZ1032
 JZ1032.The geoid height was determined by GEOID03.
 JZ1032
 JZ1032.The dynamic height is computed by dividing the NAVD 88
 JZ1032.geopotential number by the normal gravity value computed on the
 JZ1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1032.degrees latitude (g = 980.6199 gals.).
 JZ1032
 JZ1032.The modeled gravity was interpolated from observed gravity values.
 JZ1032
 JZ1032;                    North         East    Units  Estimated Accuracy
 JZ1032;SPC KY1Z     - 1,301,510.    1,598,120.      MT  (+/- 180 meters Scaled)
 JZ1032
 JZ1032                          SUPERSEDED SURVEY CONTROL
 JZ1032
 JZ1032  NGVD 29 (??/??/92)  246.64   (m)          809.2    (f) COMPUTED    2 0
 JZ1032
 JZ1032.Superseded values are not recommended for survey control.
 JZ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1032.See file dsdata.txt to determine how the superseded data were derived.
 JZ1032
 JZ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ062244(NAD 83)
 JZ1032_MARKER: DD = SURVEY DISK
 JZ1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1032_STAMPING: I-275 L-8 1966
 JZ1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1032+STABILITY: SURFACE MOTION
 JZ1032
 JZ1032  HISTORY     - Date     Condition        Report By
 JZ1032  HISTORY     - 1966     MONUMENTED       PAS
 JZ1032
 JZ1032                          STATION DESCRIPTION
 JZ1032
 JZ1032'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ1032'2.6 MI NW FROM ERLANGER.
 JZ1032'1.3 MILES NORTHWEST ALONG STATE HIGHWAY NO. 236 FROM ITS JUNCTION
 JZ1032'WITH U.S. HIGHWAY 25 IN ERLANGER, THENCE, ABOUT 0.3 MILE
 JZ1032'NORTHEAST ALONG HARTMAN ROAD, THENCE, ABOUT 0.95 MILE NORTHWEST
 JZ1032'ALONG ERLANGER ROAD, 36 FEET NORTH-NORTHWEST OF THE EAST END OF
 JZ1032'A 24 INCH PIPE CULVERT UNDER ROAD, 22 FEET NORTHEAST OF THE
 JZ1032'CENTER OF ROAD, 2 FEET NORTHWEST OF FENCE CORNER AND 2 FEET
 JZ1032'SOUTHWEST OF METAL WITNESS POST AND SIGN AND ABOUT 5 FEET HIGHER
 JZ1032'THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 JZ1032'SET IN TOP OF CONCRETE CYLINDER PROJECTING 3 INCHES AND STAMPED
 JZ1032'I-275 L-8 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1031 ***********************************************************************
 JZ1031  DESIGNATION -  I275 L 9
 JZ1031  PID         -  JZ1031
 JZ1031  STATE/COUNTY-  KY/KENTON
 JZ1031  USGS QUAD   -  COVINGTON (1987)
 JZ1031
 JZ1031                         *CURRENT SURVEY CONTROL
 JZ1031  ___________________________________________________________________
 JZ1031* NAD 83(1986)-  39 01 49.     (N)    084 34 24.     (W)     SCALED    
 JZ1031* NAVD 88     -       266.520  (meters)     874.41   (feet)  ADJUSTED  
 JZ1031  ___________________________________________________________________
 JZ1031  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1031  DYNAMIC HT  -         266.350 (meters)     873.85  (feet)  COMP
 JZ1031  MODELED GRAV-     979,986.1   (mgal)                       NAVD 88
 JZ1031
 JZ1031  VERT ORDER  -  SECOND    CLASS 0
 JZ1031
 JZ1031.The horizontal coordinates were scaled from a topographic map and have
 JZ1031.an estimated accuracy of +/- 6 seconds.
 JZ1031
 JZ1031.The orthometric height was determined by differential leveling
 JZ1031.and adjusted by the National Geodetic Survey in June 1991..
 JZ1031
 JZ1031.The geoid height was determined by GEOID03.
 JZ1031
 JZ1031.The dynamic height is computed by dividing the NAVD 88
 JZ1031.geopotential number by the normal gravity value computed on the
 JZ1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1031.degrees latitude (g = 980.6199 gals.).
 JZ1031
 JZ1031.The modeled gravity was interpolated from observed gravity values.
 JZ1031
 JZ1031;                    North         East    Units  Estimated Accuracy
 JZ1031;SPC KY1Z     - 1,299,980.    1,601,900.      MT  (+/- 180 meters Scaled)
 JZ1031
 JZ1031                          SUPERSEDED SURVEY CONTROL
 JZ1031
 JZ1031  NGVD 29 (??/??/92)  266.735  (m)          875.11   (f) ADJ UNCH    2 0
 JZ1031
 JZ1031.Superseded values are not recommended for survey control.
 JZ1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1031.See file dsdata.txt to determine how the superseded data were derived.
 JZ1031
 JZ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ100229(NAD 83)
 JZ1031_MARKER: DD = SURVEY DISK
 JZ1031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1031_SP_SET: CURB
 JZ1031_STAMPING: I-275 L-9 1966
 JZ1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1031
 JZ1031  HISTORY     - Date     Condition        Report By
 JZ1031  HISTORY     - 1966     MONUMENTED       PAS
 JZ1031
 JZ1031                          STATION DESCRIPTION
 JZ1031
 JZ1031'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ1031'0.8 MI SW FROM SOUTH FORT MITCHELL.
 JZ1031'0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 25 FROM ITS JUNCTION WITH
 JZ1031'STATE HIGHWAY NO. 371 IN SOUTH FORT MITCHELL, ABOUT 1.8 MILES
 JZ1031'NORTHEAST OF JUNCTION OF U.S. 25 AND STATE HIGHWAY 236 IN ERLANGER,
 JZ1031'AT THE JUNCTION OF U.S. 25 AND CARRAN DRIVE, 28 FEET NORTHEAST OF
 JZ1031'THE CENTER OF CARRAN DRIVE, 20 FEET NORTHWEST OF THE CENTER OF
 JZ1031'U.S. 25 AND 3 FEET EAST OF POWER POLE K 84-6E.  A KENTUCKY
 JZ1031'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN
 JZ1031'THE NORTHWEST CURBING OF U.S. HIGHWAY 25 AND STAMPED I-275
 JZ1031'L-9 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5426 ***********************************************************************
 AI5426  DESIGNATION -  I275 L 9 RESET
 AI5426  PID         -  AI5426
 AI5426  STATE/COUNTY-  KY/KENTON
 AI5426  USGS QUAD   -  COVINGTON (1987)
 AI5426
 AI5426                         *CURRENT SURVEY CONTROL
 AI5426  ___________________________________________________________________
 AI5426* NAD 83(1993)-  39 01 50.62393(N)    084 34 20.90258(W)     ADJUSTED  
 AI5426* NAVD 88     -       266.75   (meters)     875.2    (feet)  RESET     
 AI5426  ___________________________________________________________________
 AI5426  X           -     469,278.270 (meters)                     COMP
 AI5426  Y           -  -4,939,117.006 (meters)                     COMP
 AI5426  Z           -   3,995,114.178 (meters)                     COMP
 AI5426  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AI5426  ELLIP HEIGHT-         232.77  (meters)          (01/02/01) GPS OBS
 AI5426  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AI5426
 AI5426  HORZ ORDER  -  FIRST
 AI5426  VERT ORDER  -  THIRD
 AI5426  ELLP ORDER  -  THIRD     CLASS II
 AI5426
 AI5426.The horizontal coordinates were established by GPS observations
 AI5426.and adjusted by the National Geodetic Survey in January 2001..
 AI5426
 AI5426.The orthometric height was computed from unverified reset data.
 AI5426.No vertical observational check was made to the station.
 AI5426
 AI5426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5426
 AI5426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5426
 AI5426.The ellipsoidal height was determined by GPS observations
 AI5426.and is referenced to NAD 83.
 AI5426
 AI5426.The geoid height was determined by GEOID03.
 AI5426
 AI5426;                    North         East     Units Scale Factor Converg.
 AI5426;SPC KY1Z     - 1,300,029.384 1,601,969.118   MT  1.00010813   +0 43 22.6
 AI5426;SPC KY1Z     - 4,265,179.74  5,255,793.68   sFT  1.00010813   +0 43 22.6
 AI5426;SPC KY N     -   169,961.736   472,077.183   MT  1.00001037   -0 12 02.2
 AI5426;SPC KY N     -   557,616.13  1,548,806.56   sFT  1.00001037   -0 12 02.2
 AI5426;UTM  16      - 4,322,990.718   710,126.017   MT  1.00014370   +1 31 45.3
 AI5426
 AI5426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5426!SPC KY1Z     -   0.99996348  x   1.00010813  =   1.00007161
 AI5426!SPC KY N     -   0.99996348  x   1.00001037  =   0.99997385
 AI5426!UTM  16      -   0.99996348  x   1.00014370  =   1.00010718
 AI5426
 AI5426|---------------------------------------------------------------------|
 AI5426| PID    Reference Object                     Distance      Geod. Az  |
 AI5426|                                                           dddmmss.s |
 AI5426| AI8990 302                                 317.645 METERS 24751     |
 AI5426|---------------------------------------------------------------------|
 AI5426
 AI5426                          SUPERSEDED SURVEY CONTROL
 AI5426
 AI5426  NAVD 88 (01/02/01)  266.75   (m)          875.2    (f) LEVELING    3  
 AI5426
 AI5426.Superseded values are not recommended for survey control.
 AI5426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5426.See file dsdata.txt to determine how the superseded data were derived.
 AI5426
 AI5426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1012622991(NAD 83)
 AI5426_MARKER: DV = VERTICAL CONTROL DISK
 AI5426_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI5426_SP_SET: CURBING
 AI5426_STAMPING: I 275 L 9 RESET
 AI5426_MARK LOGO: KYDT  
 AI5426_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5426+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 AI5426
 AI5426  HISTORY     - Date     Condition        Report By
 AI5426  HISTORY     - 1999     MONUMENTED       KYDT
 AI5426  HISTORY     - 20001010 GOOD             WOOLPT
 AI5426
 AI5426                          STATION DESCRIPTION
 AI5426
 AI5426'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 AI5426'0.8 MILE (1.3 KM) SOUTHWEST ALONG US 25 FROM ITS JUNCTION WITH KY 371
 AI5426'IN SOUTH FORT MITCHELL, ABOUT 1.8 MILES (2.9 KM) NORTHEAST ALONG US 25
 AI5426'FROM ITS JUNCTION WITH KY 236 IN ERLANGER, AT THE JUNCTION OF US 25
 AI5426'AND CARRAN DRIVE, 20.4 FEET (6.2 M) SOUTHEAST OF CENTERLINE OF US 25,
 AI5426'40.6 FEET (12.4 M) NORTHEAST OF CENTERLINE OF CARRAN DRIVE EXTENDED,
 AI5426'23.1 FEET (7.0 M) NORTHEAST OF TRAFFIC SIGNAL POLE, ABOUT 0.5 FEET
 AI5426'(15.2 CM) ABOVE ROADWAY, A STANDARD VERTICAL DISK SET IN THE TOP OF
 AI5426'THE SOUTHEAST CURBING OF US 25.
 AI5426
 AI5426                          STATION RECOVERY (2000)
 AI5426
 AI5426'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (GTF)
 AI5426'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1078 ***********************************************************************
 JZ1078  DESIGNATION -  I275 T 1
 JZ1078  PID         -  JZ1078
 JZ1078  STATE/COUNTY-  KY/BOONE
 JZ1078  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ1078
 JZ1078                         *CURRENT SURVEY CONTROL
 JZ1078  ___________________________________________________________________
 JZ1078* NAD 83(1993)-  39 05 47.85292(N)    084 48 55.77565(W)     ADJUSTED  
 JZ1078* NAVD 88     -       244.242  (meters)     801.32   (feet)  ADJUSTED  
 JZ1078  ___________________________________________________________________
 JZ1078  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 JZ1078  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ1078  DYNAMIC HT  -         244.092 (meters)     800.83  (feet)  COMP
 JZ1078  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 JZ1078
 JZ1078  HORZ ORDER  -  SECOND
 JZ1078  VERT ORDER  -  SECOND    CLASS 0
 JZ1078
 JZ1078.The horizontal coordinates were established by classical geodetic methods
 JZ1078.and adjusted by the National Geodetic Survey in April 1998..
 JZ1078
 JZ1078.The orthometric height was determined by differential leveling
 JZ1078.and adjusted by the National Geodetic Survey in June 1991..
 JZ1078
 JZ1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1078
 JZ1078.The geoid height was determined by GEOID03.
 JZ1078
 JZ1078.The dynamic height is computed by dividing the NAVD 88
 JZ1078.geopotential number by the normal gravity value computed on the
 JZ1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1078.degrees latitude (g = 980.6199 gals.).
 JZ1078
 JZ1078.The modeled gravity was interpolated from observed gravity values.
 JZ1078
 JZ1078;                    North         East     Units Scale Factor Converg.
 JZ1078;SPC KY1Z     - 1,307,107.416 1,580,852.065   MT  1.00013206   +0 34 25.5
 JZ1078;SPC KY1Z     - 4,288,401.58  5,186,512.15   sFT  1.00013206   +0 34 25.5
 JZ1078;SPC KY N     -   177,378.813   451,079.266   MT  1.00002234   -0 21 06.4
 JZ1078;SPC KY N     -   581,950.32  1,479,915.89   sFT  1.00002234   -0 21 06.4
 JZ1078;SPC IN E     -   427,567.908   173,631.808   MT  1.00003340   +0 32 12.5
 JZ1078;SPC IN E     - 1,402,779.04    569,657.02   sFT  1.00003340   +0 32 12.5
 JZ1078;SPC OH S     -   124,307.879   399,722.526   MT  0.99994845   -1 28 09.2
 JZ1078;UTM  16      - 4,329,771.049   688,912.190   MT  1.00003945   +1 22 40.9
 JZ1078
 JZ1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1078!SPC KY1Z     -   0.99996703  x   1.00013206  =   1.00009909
 JZ1078!SPC KY N     -   0.99996703  x   1.00002234  =   0.99998937
 JZ1078!SPC IN E     -   0.99996703  x   1.00003340  =   1.00000043
 JZ1078!SPC OH S     -   0.99996703  x   0.99994845  =   0.99991548
 JZ1078!UTM  16      -   0.99996703  x   1.00003945  =   1.00000648
 JZ1078
 JZ1078|---------------------------------------------------------------------|
 JZ1078| PID    Reference Object                     Distance      Geod. Az  |
 JZ1078|                                                           dddmmss.s |
 JZ1078| JZ1077 I275 T 1 RM 1                        15.911 METERS 06907     |
 JZ1078| JZ1075 I275 T 1 AZ MK                                     1450220.0 |
 JZ1078| JZ1076 I275 T 1 RM 2                        26.393 METERS 33557     |
 JZ1078|---------------------------------------------------------------------|
 JZ1078
 JZ1078                          SUPERSEDED SURVEY CONTROL
 JZ1078
 JZ1078  NAD 83(1993)-  39 05 47.85877(N)    084 48 55.78194(W) AD(       ) 2
 JZ1078  NAD 83(1986)-  39 05 47.85658(N)    084 48 55.78665(W) AD(       ) 2
 JZ1078  NAD 27      -  39 05 47.64882(N)    084 48 55.97423(W) AD(       ) 2
 JZ1078  NGVD 29 (??/??/92)  244.46   (m)          802.0    (f) COMPUTED    2 0
 JZ1078
 JZ1078.Superseded values are not recommended for survey control.
 JZ1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1078.See file dsdata.txt to determine how the superseded data were derived.
 JZ1078
 JZ1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8891229771(NAD 83)
 JZ1078_MARKER: DD = SURVEY DISK
 JZ1078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1078_SP_SET: CONCRETE
 JZ1078_STAMPING: I275-T1 1966
 JZ1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1078
 JZ1078  HISTORY     - Date     Condition        Report By
 JZ1078  HISTORY     - 1966     MONUMENTED       KYHD
 JZ1078  HISTORY     - 1966     GOOD             PAS
 JZ1078
 JZ1078                          STATION DESCRIPTION
 JZ1078
 JZ1078'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (EB)
 JZ1078'STATION IS LOCATED ABOUT 6-1/2 MILES WEST OF HEBRON, ABOUT 1.7 MILES
 JZ1078'NORTHWEST OF IDLEWILD COMMUNITY AND ABOUT 2 MILES EAST OF
 JZ1078'LAWRENCEBURG, INDIANA. IT IS APPROXIMATELY ON THE HIGHEST POINT OF A
 JZ1078'CLEARED HILL OWNED BY MR. WILBUR RICE. STATION IS ABOUT 231 FEET
 JZ1078'EAST-SOUTHEAST OF EAST LEG OF A 90 FOOT STEEL TRANSMISSION TOWER, 89
 JZ1078'FEET SOUTHEAST OF THE SOUTHEAST LEG OF A 70 FOOT STEEL
 JZ1078'TRANSMISSION TOWER, 100 FEET SOUTH-SOUTHEAST OF NORTHEAST LEG OF A 70
 JZ1078'FOOT STEEL TRANSMISSION TOWER AND 1-1/2 FEET NORTH OF METAL
 JZ1078'WITNESS POST AND SIGN. THE MARK PROJECTS 1 INCH AND THE DISK IS
 JZ1078'STAMPED I-275 T-1 1966.
 JZ1078'
 JZ1078'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION. IT IS ABOUT 107
 JZ1078'FEET EAST-SOUTHEAST OF SOUTHEAST LEG OF 70 FOOT STEEL
 JZ1078'TRANSMISSION TOWER, ABOUT 110 FT. SOUTHEAST OF THE NORTHEAST LEG OF
 JZ1078'70 FOOT STEEL TRANSMISSION TOWER. THE MARK PROJECTS 1 INCH AND
 JZ1078'THE DISK IS STAMPED I-275 T-1 NO. 1 1966.
 JZ1078'
 JZ1078'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION, 17 FEET
 JZ1078'SOUTH-SOUTHWEST OF THE NORTHEAST LEG OF 70 FOOT STEEL
 JZ1078'TRANSMISSION TOWER AND 3 FEET EAST OF SOUTHEAST LEG OF TOWER. THE
 JZ1078'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I-275 T-1 NO.
 JZ1078'2 1966.
 JZ1078'
 JZ1078'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHEAST OF STATION, ABOUT 255 FEET
 JZ1078'WEST-NORTHWEST OF FENCE CORNER NEAR A METAL COVERED GARAGE,
 JZ1078'13 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 2-1/2 FEET NORTH OF
 JZ1078'TELEPHONE POLE NO. 35 IN FENCE LINE AND 1-1/2 FEET NORTH OF
 JZ1078'METAL WITNESS POST AND SIGN. THE MARK PROJECTS 1 INCH AND THE DISK IS
 JZ1078'STAMPED I-275 T-1 1966.
 JZ1078'
 JZ1078'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 20 AND
 JZ1078'237 IN HEBRON, GO WEST ON STATE HIGHWAY 20 FOR 6.1 MILES TO TOP
 JZ1078'OF STEEP GRADE AND GRAVEL ROAD RIGHT,STEVENS ROAD, TURN RIGHT ONTO
 JZ1078'GRAVEL ROAD AND GO NORTHWEST FOR 1.3 MILES TO THE AZIMUTH MARK ON
 JZ1078'LEFT. CONTINUE AHEAD FOR 0.3 MILE TO A ROAD FORK JUST BEYOND MR.
 JZ1078'RICES RESIDENCE.  TAKE RIGHT FORK AND GO NORTH FOR 0.4 MILE TO A
 JZ1078'GATE NEAR AN OLD HOUSE, GO THROUGH GATE AND CONTINUE NORTHEAST FOR
 JZ1078'0.1 MILE TO HIGHEST POINT NEAR TRANSMISSION LINES AND STATION AS
 JZ1078'DESCRIBED.
 JZ1078'
 JZ1078'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 JZ1078'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 JZ1078'
 JZ1078'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 JZ1078
 JZ1078                          STATION RECOVERY (1966)
 JZ1078
 JZ1078'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ1078'8.2 MI W FROM HEBRON.
 JZ1078'6.1 MILES WEST OF HEBRON ON STATE HIGHWAY 20 TO TOP OF STEEP
 JZ1078'GRADE AND GRAVEL ROAD RIGHT (STEVENS ROAD), THENCE RIGHT FOR 1.6
 JZ1078'MILES TO ROAD FORK, THENCE ON RIGHT FORK 0.4 MILE TO GATE, THENCE
 JZ1078'0.1 MILE NORTHEAST PAST GATE TO HIGHEST POINT ON HILL NEAR
 JZ1078'TRANSMISSION LINE AND STATION, 231 FEET EAST-SOUTHEAST OF EAST
 JZ1078'LEG OF 90 FOOT TOWER, 89 FEET SOUTHEAST OF SOUTHEAST LEG OF
 JZ1078'70 FOOT TOWER, 100 FEET SOUTH-SOUTHEAST OF NORTHEAST LEG OF 70
 JZ1078'FOOT TOWER AND 1 1/2 FEET NORTH OF METAL WITNESS POST AND
 JZ1078'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN
 JZ1078'CONCRETE AND STAMPED I275-T1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1075 ***********************************************************************
 JZ1075  DESIGNATION -  I275 T 1 AZ MK
 JZ1075  PID         -  JZ1075
 JZ1075  STATE/COUNTY-  KY/BOONE
 JZ1075  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ1075
 JZ1075                         *CURRENT SURVEY CONTROL
 JZ1075  ___________________________________________________________________
 JZ1075* NAD 83(1986)-  39 05 45.     (N)    084 48 54.     (W)     SCALED    
 JZ1075* NAVD 88     -       221.013  (meters)     725.11   (feet)  ADJUSTED  
 JZ1075  ___________________________________________________________________
 JZ1075  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ1075  DYNAMIC HT  -         220.877 (meters)     724.66  (feet)  COMP
 JZ1075  MODELED GRAV-     980,006.8   (mgal)                       NAVD 88
 JZ1075
 JZ1075  VERT ORDER  -  SECOND    CLASS 0
 JZ1075
 JZ1075.The horizontal coordinates were scaled from a topographic map and have
 JZ1075.an estimated accuracy of +/- 6 seconds.
 JZ1075
 JZ1075.The orthometric height was determined by differential leveling
 JZ1075.and adjusted by the National Geodetic Survey in June 1991..
 JZ1075
 JZ1075.The geoid height was determined by GEOID03.
 JZ1075
 JZ1075.The dynamic height is computed by dividing the NAVD 88
 JZ1075.geopotential number by the normal gravity value computed on the
 JZ1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1075.degrees latitude (g = 980.6199 gals.).
 JZ1075
 JZ1075.The modeled gravity was interpolated from observed gravity values.
 JZ1075
 JZ1075;                    North         East    Units  Estimated Accuracy
 JZ1075;SPC KY1Z     - 1,307,020.    1,580,900.      MT  (+/- 180 meters Scaled)
 JZ1075
 JZ1075                          SUPERSEDED SURVEY CONTROL
 JZ1075
 JZ1075  NGVD 29 (??/??/92)  221.225  (m)          725.80   (f) ADJ UNCH    2 0
 JZ1075
 JZ1075.Superseded values are not recommended for survey control.
 JZ1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1075.See file dsdata.txt to determine how the superseded data were derived.
 JZ1075
 JZ1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ889296(NAD 83)
 JZ1075_MARKER: DZ = AZIMUTH MARK DISK
 JZ1075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1075_SP_SET: CONCRETE
 JZ1075_STAMPING: I275-T1 1966
 JZ1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1075
 JZ1075  HISTORY     - Date     Condition        Report By
 JZ1075  HISTORY     - 1966     MONUMENTED       KYHD
 JZ1075
 JZ1075                          STATION DESCRIPTION
 JZ1075
 JZ1075'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 JZ1075'7.4 MI W FROM HEBRON.
 JZ1075'6.1 MILES WEST OF HEBRON ON STATE HIGHWAY 20 TO TOP OF STEEP
 JZ1075'GRADE AND GRAVEL ROAD RIGHT (STEVENS ROAD), THENCE RIGHT FOR
 JZ1075'1.3 MILES TO MARK ON LEFT, 255 FEET WEST-NORTHWEST OF FENCE
 JZ1075'CORNER NEAR METAL COVERED GARAGE, 13 FEET SOUTH OF ROAD, 2 1/2
 JZ1075'FEET NORTH OF TELEPHONE POLE 35 IN FENCE LINE AND 1 1/2 FEET
 JZ1075'NORTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 JZ1075'OF HIGHWAYS SURVEY DISK SET IN CONCRETE AND STAMPED I275-T1
 JZ1075'1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1077 ***********************************************************************
 JZ1077  DESIGNATION -  I275 T 1 RM 1
 JZ1077  PID         -  JZ1077
 JZ1077  STATE/COUNTY-  KY/BOONE
 JZ1077  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ1077
 JZ1077                         *CURRENT SURVEY CONTROL
 JZ1077  ___________________________________________________________________
 JZ1077* NAD 83(1986)-  39 05 47.     (N)    084 48 55.     (W)     SCALED    
 JZ1077* NAVD 88     -       243.263  (meters)     798.11   (feet)  ADJUSTED  
 JZ1077  ___________________________________________________________________
 JZ1077  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ1077  DYNAMIC HT  -         243.113 (meters)     797.61  (feet)  COMP
 JZ1077  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 JZ1077
 JZ1077  VERT ORDER  -  SECOND    CLASS 0
 JZ1077
 JZ1077.The horizontal coordinates were scaled from a topographic map and have
 JZ1077.an estimated accuracy of +/- 6 seconds.
 JZ1077
 JZ1077.The orthometric height was determined by differential leveling
 JZ1077.and adjusted by the National Geodetic Survey in June 1991..
 JZ1077
 JZ1077.The geoid height was determined by GEOID03.
 JZ1077
 JZ1077.The dynamic height is computed by dividing the NAVD 88
 JZ1077.geopotential number by the normal gravity value computed on the
 JZ1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1077.degrees latitude (g = 980.6199 gals.).
 JZ1077
 JZ1077.The modeled gravity was interpolated from observed gravity values.
 JZ1077
 JZ1077;                    North         East    Units  Estimated Accuracy
 JZ1077;SPC KY1Z     - 1,307,080.    1,580,870.      MT  (+/- 180 meters Scaled)
 JZ1077
 JZ1077                          SUPERSEDED SURVEY CONTROL
 JZ1077
 JZ1077  NGVD 29 (??/??/92)  243.478  (m)          798.81   (f) ADJ UNCH    2 0
 JZ1077
 JZ1077.Superseded values are not recommended for survey control.
 JZ1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1077.See file dsdata.txt to determine how the superseded data were derived.
 JZ1077
 JZ1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ889297(NAD 83)
 JZ1077_MARKER: DR = REFERENCE MARK DISK
 JZ1077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1077_SP_SET: CONCRETE
 JZ1077_STAMPING: I275-T1 NO 1 1966
 JZ1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1077
 JZ1077  HISTORY     - Date     Condition        Report By
 JZ1077  HISTORY     - 1966     MONUMENTED       KYHD
 JZ1077
 JZ1077                          STATION DESCRIPTION
 JZ1077
 JZ1077'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 JZ1077'8.1 MI W FROM HEBRON.
 JZ1077'6.1 MILES WEST OF HEBRON ON STATE HIGHWAY 20 TO TOP OF STEEP
 JZ1077'GRADE AND GRAVEL ROAD RIGHT (STEVENS ROAD), THENCE RIGHT FOR
 JZ1077'1.5 MILES TO ROAD FORK, THENCE ON RIGHT FORK 0.4 MILE TO GATE,
 JZ1077'THENCE 0.1 MILE NORTHEAST PAST GATE TO HIGHEST POINT ON HILL
 JZ1077'NEAR TRANSMISSION LINE AND STATION, 107 FEET EAST-SOUTHEAST OF
 JZ1077'SOUTHEAST LEG OF 70 FOOT TOWER AND 110 FEET SOUTHEAST OF THE
 JZ1077'NORTHEAST LEG OF 70 FOOT TOWER.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 JZ1077'SURVEY DISK SET IN CONCRETE AND STAMPED I275-T1 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1076 ***********************************************************************
 JZ1076  DESIGNATION -  I275 T 1 RM 2
 JZ1076  PID         -  JZ1076
 JZ1076  STATE/COUNTY-  KY/BOONE
 JZ1076  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ1076
 JZ1076                         *CURRENT SURVEY CONTROL
 JZ1076  ___________________________________________________________________
 JZ1076* NAD 83(1986)-  39 05 47.     (N)    084 48 55.     (W)     SCALED    
 JZ1076* NAVD 88     -       243.888  (meters)     800.16   (feet)  ADJUSTED  
 JZ1076  ___________________________________________________________________
 JZ1076  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ1076  DYNAMIC HT  -         243.739 (meters)     799.67  (feet)  COMP
 JZ1076  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 JZ1076
 JZ1076  VERT ORDER  -  SECOND    CLASS 0
 JZ1076
 JZ1076.The horizontal coordinates were scaled from a topographic map and have
 JZ1076.an estimated accuracy of +/- 6 seconds.
 JZ1076
 JZ1076.The orthometric height was determined by differential leveling
 JZ1076.and adjusted by the National Geodetic Survey in June 1991..
 JZ1076
 JZ1076.The geoid height was determined by GEOID03.
 JZ1076
 JZ1076.The dynamic height is computed by dividing the NAVD 88
 JZ1076.geopotential number by the normal gravity value computed on the
 JZ1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1076.degrees latitude (g = 980.6199 gals.).
 JZ1076
 JZ1076.The modeled gravity was interpolated from observed gravity values.
 JZ1076
 JZ1076;                    North         East    Units  Estimated Accuracy
 JZ1076;SPC KY1Z     - 1,307,080.    1,580,870.      MT  (+/- 180 meters Scaled)
 JZ1076
 JZ1076                          SUPERSEDED SURVEY CONTROL
 JZ1076
 JZ1076  NGVD 29 (??/??/92)  244.104  (m)          800.86   (f) ADJ UNCH    2 0
 JZ1076
 JZ1076.Superseded values are not recommended for survey control.
 JZ1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1076.See file dsdata.txt to determine how the superseded data were derived.
 JZ1076
 JZ1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ889297(NAD 83)
 JZ1076_MARKER: DR = REFERENCE MARK DISK
 JZ1076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1076_SP_SET: CONCRETE
 JZ1076_STAMPING: I275-T1 NO 2 1966
 JZ1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1076
 JZ1076  HISTORY     - Date     Condition        Report By
 JZ1076  HISTORY     - 1966     MONUMENTED       KYHD
 JZ1076
 JZ1076                          STATION DESCRIPTION
 JZ1076
 JZ1076'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 JZ1076'8.1 MI W FROM HEBRON.
 JZ1076'6.1 MILES WEST OF HEBRON ON STATE HIGHWAY 20 TO TOP OF STEEP
 JZ1076'GRADE AND GRAVEL ROAD RIGHT (STEVENS ROAD), THENCE RIGHT FOR
 JZ1076'1.5 MILE TO ROAD FORK, THENCE ON RIGHT FOR 0.4 MILE TO GATE,
 JZ1076'THENCE 0.1 MILE NORTHEAST PAST GATE TO HIGHEST POINT ON HILL NEAR
 JZ1076'TRANSMISSION LINE AND STATION, 17 FEET SOUTH-SOUTHWEST OF THE
 JZ1076'NORTHEAST LEG OF 70 FOOT TOWER AND 3 FEET EAST OF THE SOUTHEAST
 JZ1076'LEG OF TOWER.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK
 JZ1076'SET IN CONCRETE AND STAMPED I275-T1 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1057 ***********************************************************************
 JZ1057  DESIGNATION -  I275 T 2
 JZ1057  PID         -  JZ1057
 JZ1057  STATE/COUNTY-  KY/BOONE
 JZ1057  USGS QUAD   -  BURLINGTON (1991)
 JZ1057
 JZ1057                         *CURRENT SURVEY CONTROL
 JZ1057  ___________________________________________________________________
 JZ1057* NAD 83(1993)-  39 05 17.12337(N)    084 44 44.10922(W)     ADJUSTED  
 JZ1057* NAVD 88     -       268.281  (meters)     880.19   (feet)  ADJUSTED  
 JZ1057  ___________________________________________________________________
 JZ1057  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 JZ1057  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1057  DYNAMIC HT  -         268.116 (meters)     879.64  (feet)  COMP
 JZ1057  MODELED GRAV-     980,005.3   (mgal)                       NAVD 88
 JZ1057
 JZ1057  HORZ ORDER  -  SECOND
 JZ1057  VERT ORDER  -  SECOND    CLASS 0
 JZ1057
 JZ1057.The horizontal coordinates were established by classical geodetic methods
 JZ1057.and adjusted by the National Geodetic Survey in April 1998..
 JZ1057
 JZ1057.The orthometric height was determined by differential leveling
 JZ1057.and adjusted by the National Geodetic Survey in June 1991..
 JZ1057
 JZ1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1057
 JZ1057.The geoid height was determined by GEOID03.
 JZ1057
 JZ1057.The dynamic height is computed by dividing the NAVD 88
 JZ1057.geopotential number by the normal gravity value computed on the
 JZ1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1057.degrees latitude (g = 980.6199 gals.).
 JZ1057
 JZ1057.The modeled gravity was interpolated from observed gravity values.
 JZ1057
 JZ1057;                    North         East     Units Scale Factor Converg.
 JZ1057;SPC KY1Z     - 1,306,222.538 1,586,910.314   MT  1.00012889   +0 37 00.0
 JZ1057;SPC KY1Z     - 4,285,498.44  5,206,388.26   sFT  1.00012889   +0 37 00.0
 JZ1057;SPC KY N     -   176,396.330   457,121.778   MT  1.00002072   -0 18 29.8
 JZ1057;SPC KY N     -   578,726.96  1,499,740.37   sFT  1.00002072   -0 18 29.8
 JZ1057;SPC IN E     -   426,679.261   179,688.939   MT  1.00004483   +0 34 50.8
 JZ1057;SPC IN E     - 1,399,863.54    589,529.46   sFT  1.00004483   +0 34 50.8
 JZ1057;SPC OH S     -   123,207.867   405,744.299   MT  0.99994920   -1 25 29.5
 JZ1057;UTM  16      - 4,328,971.408   694,981.803   MT  1.00006814   +1 25 18.8
 JZ1057
 JZ1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1057!SPC KY1Z     -   0.99996325  x   1.00012889  =   1.00009214
 JZ1057!SPC KY N     -   0.99996325  x   1.00002072  =   0.99998397
 JZ1057!SPC IN E     -   0.99996325  x   1.00004483  =   1.00000808
 JZ1057!SPC OH S     -   0.99996325  x   0.99994920  =   0.99991246
 JZ1057!UTM  16      -   0.99996325  x   1.00006814  =   1.00003139
 JZ1057
 JZ1057:                Primary Azimuth Mark                     Grid Az
 JZ1057:SPC KY1Z     -  I275 T 2 AZ MK                           016 48 24.3
 JZ1057:SPC KY N     -  I275 T 2 AZ MK                           017 43 54.1
 JZ1057:SPC IN E     -  I275 T 2 AZ MK                           016 50 33.5
 JZ1057:SPC OH S     -  I275 T 2 AZ MK                           018 50 53.8
 JZ1057:UTM  16      -  I275 T 2 AZ MK                           016 00 05.5
 JZ1057
 JZ1057|---------------------------------------------------------------------|
 JZ1057| PID    Reference Object                     Distance      Geod. Az  |
 JZ1057|                                                           dddmmss.s |
 JZ1057| JZ1061 I275 T 2 AZ MK                                     0172524.3 |
 JZ1057| JZ1058 I275 T 2 RM 2                        31.537 METERS 25337     |
 JZ1057| JZ1059 I275 T 2 RM 1                        31.273 METERS 35712     |
 JZ1057|---------------------------------------------------------------------|
 JZ1057
 JZ1057                          SUPERSEDED SURVEY CONTROL
 JZ1057
 JZ1057  NAD 83(1993)-  39 05 17.12931(N)    084 44 44.11558(W) AD(       ) 2
 JZ1057  NAD 83(1986)-  39 05 17.12679(N)    084 44 44.12024(W) AD(       ) 2
 JZ1057  NAD 27      -  39 05 16.91450(N)    084 44 44.31006(W) AD(       ) 2
 JZ1057  NGVD 29 (??/??/92)  268.48   (m)          880.8    (f) COMPUTED    2 0
 JZ1057
 JZ1057.Superseded values are not recommended for survey control.
 JZ1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1057.See file dsdata.txt to determine how the superseded data were derived.
 JZ1057
 JZ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9498228971(NAD 83)
 JZ1057_MARKER: DD = SURVEY DISK
 JZ1057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1057
 JZ1057  HISTORY     - Date     Condition        Report By
 JZ1057  HISTORY     - 1966     MONUMENTED       KYHD
 JZ1057  HISTORY     - 1966     GOOD             PAS
 JZ1057
 JZ1057                          STATION DESCRIPTION
 JZ1057
 JZ1057'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (EB)
 JZ1057'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF HEBRON AND ABOUT 1 MILE
 JZ1057'NORTH OF BULLITTSVILLE. IT IS IN AN OPEN PASTURE ON LAND
 JZ1057'OWNED BY MR. ANCLE BROOKS. STATION IS ABOUT 168 FEET SOUTHWEST OF THE
 JZ1057'SOUTHWEST CORNER OF BROOKS RESIDENCE, 57 FEET SOUTHEAST OF A
 JZ1057'TRIPLE TRUNK PEACH TREE, AND 55 FEET NORTH OF A 15 INCH WILD CHERRY
 JZ1057'TREE. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED I-275
 JZ1057'T-2 1966.
 JZ1057'
 JZ1057'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 105 FEET NORTH OF A 15
 JZ1057'INCH WILD CHERRY TREE, 69 FEET WEST-SOUTHWEST OF FENCE CORNER AND
 JZ1057'4-1/2 FEET EAST OF A SINGLE TRUNK PEACH TREE. THE MARK PROJECTS 2
 JZ1057'INCHES AND THE DISK IS STAMPED I-275 T-2 NO. 1 1966.
 JZ1057'
 JZ1057'REFERENCE MARK NO. 2 IS WEST OF STATION, 97 FEET SOUTHWEST OF A
 JZ1057'TRIPLE TRUNK PEACH TREE, 93 FEET WEST OF A 15 INCH WILD CHERRY
 JZ1057'TREE AND 9 FEET NORTHEAST OF A MULTI-TRUNK APPLE TREE. THE MARK
 JZ1057'PROJECTS 2 INCHES AND THE DISK IS STAMPED I-275 T-2 NO. 2 1966.
 JZ1057'
 JZ1057'AZIMUTH MARK IS ABOUT 0.2 MILE NORTH OF STATION, ALONG THE EAST RIGHT
 JZ1057'OF WAY OF BLACK TOP ROAD, 52 FEET NORTH OF FENCE CORNER NEAR
 JZ1057'A FARM LANE INTO FIELD, 15 FT. E OF THE CENTER OF BLACK TOP ROAD, 2
 JZ1057'FEET NORTHWEST OF METAL WITNESS POST AND SIGN AND 1-1/2 FEET WEST
 JZ1057'OF WIRE FENCE. THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I-275
 JZ1057'T-2 1966.
 JZ1057'
 JZ1057'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 237
 JZ1057'IN HEBRON, GO WEST ON STATE HIGHWAY 20 FOR 2.3 MILES TO
 JZ1057'BULLITTSVILLE AND A 3 WAY ROAD FORK. TURN RIGHT AND FOLLOW UP-HILL
 JZ1057'FORK NORTH FOR 1.0 MILE TO MR. BROOKS RESIDENCE AND STATION
 JZ1057'SOUTHWEST OF HOUSE AS DESCRIBED.
 JZ1057'
 JZ1057'TO REACH AZIMUTH MARK FROM MR. BROOKS RESIDENCE, CONTINUE NORTH ON
 JZ1057'BLACK TOP ROAD FOR 0.15 MILE TO MARK ON THE RIGHT.
 JZ1057'
 JZ1057'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 JZ1057'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 JZ1057'
 JZ1057'HEIGHT OF LIGHT ABOVE STATION MARK 15.32 METERS.
 JZ1057
 JZ1057                          STATION RECOVERY (1966)
 JZ1057
 JZ1057'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ1057'3.3 MI NW FROM HEBRON.
 JZ1057'2.3 MILES WEST FROM HEBRON ON STATE HIGHWAY 20 TO BULLITTSVILLE AND
 JZ1057'3-WAY ROAD FORK, THENCE UPHILL ON RIGHT FORK 1 MILE TO STATION, 168
 JZ1057'FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE, 57 FEET SOUTHEAST OF
 JZ1057'A TRIPLE-TRUNK PEACH TREE AND 55 FEET NORTH OF A 15-INCH WILD
 JZ1057'CHERRY TREE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK
 JZ1057'SET IN CONCRETE AND STAMPED I275-T2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1061 ***********************************************************************
 JZ1061  DESIGNATION -  I275 T 2 AZ MK
 JZ1061  PID         -  JZ1061
 JZ1061  STATE/COUNTY-  KY/BOONE
 JZ1061  USGS QUAD   -  BURLINGTON (1991)
 JZ1061
 JZ1061                         *CURRENT SURVEY CONTROL
 JZ1061  ___________________________________________________________________
 JZ1061* NAD 83(1986)-  39 05 17.     (N)    084 44 44.     (W)     SCALED    
 JZ1061* NAVD 88     -       268.198  (meters)     879.91   (feet)  ADJUSTED  
 JZ1061  ___________________________________________________________________
 JZ1061  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1061  DYNAMIC HT  -         268.033 (meters)     879.37  (feet)  COMP
 JZ1061  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 JZ1061
 JZ1061  VERT ORDER  -  SECOND    CLASS 0
 JZ1061
 JZ1061.The horizontal coordinates were scaled from a topographic map and have
 JZ1061.an estimated accuracy of +/- 6 seconds.
 JZ1061
 JZ1061.The orthometric height was determined by differential leveling
 JZ1061.and adjusted by the National Geodetic Survey in June 1991..
 JZ1061
 JZ1061.The geoid height was determined by GEOID03.
 JZ1061
 JZ1061.The dynamic height is computed by dividing the NAVD 88
 JZ1061.geopotential number by the normal gravity value computed on the
 JZ1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1061.degrees latitude (g = 980.6199 gals.).
 JZ1061
 JZ1061.The modeled gravity was interpolated from observed gravity values.
 JZ1061
 JZ1061;                    North         East    Units  Estimated Accuracy
 JZ1061;SPC KY1Z     - 1,306,220.    1,586,910.      MT  (+/- 180 meters Scaled)
 JZ1061
 JZ1061                          SUPERSEDED SURVEY CONTROL
 JZ1061
 JZ1061  NGVD 29 (??/??/92)  268.40   (m)          880.6    (f) COMPUTED    2 0
 JZ1061
 JZ1061.Superseded values are not recommended for survey control.
 JZ1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1061.See file dsdata.txt to determine how the superseded data were derived.
 JZ1061
 JZ1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ949289(NAD 83)
 JZ1061_MARKER: DZ = AZIMUTH MARK DISK
 JZ1061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1061_SP_SET: CONCRETE
 JZ1061_STAMPING: I275-T2 1966
 JZ1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1061
 JZ1061  HISTORY     - Date     Condition        Report By
 JZ1061  HISTORY     - 1966     MONUMENTED       KYHD
 JZ1061
 JZ1061                          STATION DESCRIPTION
 JZ1061
 JZ1061'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 JZ1061'3.4 MI NW FROM HEBRON.
 JZ1061'2.3 MILES WEST FROM HEBRON ON STATE HIGHWAY 20 FOR 2.3 MILES TO
 JZ1061'BULLITTSVILLE AND 3 WAY ROAD FORK, THENCE UPHILL ON RIGHT FORK
 JZ1061'1.15 MILES TO MARK ON RIGHT, 52 FEET NORTH OF FENCE CORNER
 JZ1061'NEAR FARM LANE, 15 FEET EAST OF CENTER OF BLACKTOP ROAD, 2
 JZ1061'FEET NORTHWEST OF METAL WITNESS POST AND SIGN AND 1 1/2 FEET WEST
 JZ1061'OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET
 JZ1061'IN CONCRETE AND STAMPED I275-T2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1059 ***********************************************************************
 JZ1059  DESIGNATION -  I275 T 2 RM 1
 JZ1059  PID         -  JZ1059
 JZ1059  STATE/COUNTY-  KY/BOONE
 JZ1059  USGS QUAD   -  BURLINGTON (1991)
 JZ1059
 JZ1059                         *CURRENT SURVEY CONTROL
 JZ1059  ___________________________________________________________________
 JZ1059* NAD 83(1986)-  39 05 17.     (N)    084 44 44.     (W)     SCALED    
 JZ1059* NAVD 88     -       268.285  (meters)     880.20   (feet)  ADJUSTED  
 JZ1059  ___________________________________________________________________
 JZ1059  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1059  DYNAMIC HT  -         268.120 (meters)     879.66  (feet)  COMP
 JZ1059  MODELED GRAV-     980,005.3   (mgal)                       NAVD 88
 JZ1059
 JZ1059  VERT ORDER  -  SECOND    CLASS 0
 JZ1059
 JZ1059.The horizontal coordinates were scaled from a topographic map and have
 JZ1059.an estimated accuracy of +/- 6 seconds.
 JZ1059
 JZ1059.The orthometric height was determined by differential leveling
 JZ1059.and adjusted by the National Geodetic Survey in June 1991..
 JZ1059
 JZ1059.The geoid height was determined by GEOID03.
 JZ1059
 JZ1059.The dynamic height is computed by dividing the NAVD 88
 JZ1059.geopotential number by the normal gravity value computed on the
 JZ1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1059.degrees latitude (g = 980.6199 gals.).
 JZ1059
 JZ1059.The modeled gravity was interpolated from observed gravity values.
 JZ1059
 JZ1059;                    North         East    Units  Estimated Accuracy
 JZ1059;SPC KY1Z     - 1,306,220.    1,586,910.      MT  (+/- 180 meters Scaled)
 JZ1059
 JZ1059                          SUPERSEDED SURVEY CONTROL
 JZ1059
 JZ1059  NGVD 29 (??/??/92)  268.49   (m)          880.9    (f) COMPUTED    2 0
 JZ1059
 JZ1059.Superseded values are not recommended for survey control.
 JZ1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1059.See file dsdata.txt to determine how the superseded data were derived.
 JZ1059
 JZ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ949289(NAD 83)
 JZ1059_MARKER: DR = REFERENCE MARK DISK
 JZ1059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1059_SP_SET: CONCRETE
 JZ1059_STAMPING: I275-T2 NO 1 1966
 JZ1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1059
 JZ1059  HISTORY     - Date     Condition        Report By
 JZ1059  HISTORY     - 1966     MONUMENTED       PAS
 JZ1059
 JZ1059                          STATION DESCRIPTION
 JZ1059
 JZ1059'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ1059'3.3 MI W FROM HEBRON.
 JZ1059'2.3 MILES WEST FROM HEBRON ON STATE HIGHWAY 20 TO BULLITTSVILLE
 JZ1059'AND 3-WAY ROAD FORK, THENCE UPHILL ON RIGHT FORK 1 MILE TO
 JZ1059'STATION, 105 FEET NORTH OF A 15-INCH WILD CHERRY TREE, 69 FEET
 JZ1059'WEST-SOUTHWEST OF FENCE CORNER AND 4 1/2 FEET EAST OF A
 JZ1059'SINGLE-TRUNK PEACH TREE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 JZ1059'SURVEY DISK SET IN CONCRETE AND STAMPED I275-T2 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1058 ***********************************************************************
 JZ1058  DESIGNATION -  I275 T 2 RM 2
 JZ1058  PID         -  JZ1058
 JZ1058  STATE/COUNTY-  KY/BOONE
 JZ1058  USGS QUAD   -  BURLINGTON (1991)
 JZ1058
 JZ1058                         *CURRENT SURVEY CONTROL
 JZ1058  ___________________________________________________________________
 JZ1058* NAD 83(1993)-  39 05 16.83495(N)    084 44 45.36817(W)     ADJUSTED  
 JZ1058* NAVD 88     -       267.646  (meters)     878.10   (feet)  ADJUSTED  
 JZ1058  ___________________________________________________________________
 JZ1058  X           -     453,956.107 (meters)                     COMP
 JZ1058  Y           -  -4,936,525.438 (meters)                     COMP
 JZ1058  Z           -   4,000,052.738 (meters)                     COMP
 JZ1058  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 JZ1058  ELLIP HEIGHT-         233.66  (meters)          (04/07/03) GPS OBS
 JZ1058  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1058  DYNAMIC HT  -         267.482 (meters)     877.56  (feet)  COMP
 JZ1058  MODELED GRAV-     980,005.3   (mgal)                       NAVD 88
 JZ1058
 JZ1058  HORZ ORDER  -  FIRST
 JZ1058  VERT ORDER  -  SECOND    CLASS 0
 JZ1058  ELLP ORDER  -  THIRD     CLASS I
 JZ1058
 JZ1058.The horizontal coordinates were established by GPS observations
 JZ1058.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 JZ1058
 JZ1058.The orthometric height was determined by differential leveling
 JZ1058.and adjusted by the National Geodetic Survey in June 1991..
 JZ1058
 JZ1058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1058
 JZ1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1058
 JZ1058.The ellipsoidal height was determined by GPS observations
 JZ1058.and is referenced to NAD 83.
 JZ1058
 JZ1058.The geoid height was determined by GEOID03.
 JZ1058
 JZ1058.The dynamic height is computed by dividing the NAVD 88
 JZ1058.geopotential number by the normal gravity value computed on the
 JZ1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1058.degrees latitude (g = 980.6199 gals.).
 JZ1058
 JZ1058.The modeled gravity was interpolated from observed gravity values.
 JZ1058
 JZ1058;                    North         East     Units Scale Factor Converg.
 JZ1058;SPC KY1Z     - 1,306,213.317 1,586,880.151   MT  1.00012886   +0 36 59.2
 JZ1058;SPC KY1Z     - 4,285,468.19  5,206,289.30   sFT  1.00012886   +0 36 59.2
 JZ1058;SPC KY N     -   176,387.598   457,091.474   MT  1.00002070   -0 18 30.6
 JZ1058;SPC KY N     -   578,698.31  1,499,640.94   sFT  1.00002070   -0 18 30.6
 JZ1058;UTM  16      - 4,328,961.765   694,951.775   MT  1.00006800   +1 25 18.0
 JZ1058
 JZ1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1058!SPC KY1Z     -   0.99996334  x   1.00012886  =   1.00009220
 JZ1058!SPC KY N     -   0.99996334  x   1.00002070  =   0.99998404
 JZ1058!UTM  16      -   0.99996334  x   1.00006800  =   1.00003134
 JZ1058
 JZ1058:                Primary Azimuth Mark                     Grid Az
 JZ1058:SPC KY1Z     -  NKC 005 AZ MK                            336 11 33.3
 JZ1058:SPC KY N     -  NKC 005 AZ MK                            337 07 03.1
 JZ1058:UTM  16      -  NKC 005 AZ MK                            335 23 14.5
 JZ1058
 JZ1058|---------------------------------------------------------------------|
 JZ1058| PID    Reference Object                     Distance      Geod. Az  |
 JZ1058|                                                           dddmmss.s |
 JZ1058| DF5002 NKC 005 AZ MK                       408.551 METERS 3364832.5 |
 JZ1058|---------------------------------------------------------------------|
 JZ1058
 JZ1058                          SUPERSEDED SURVEY CONTROL
 JZ1058
 JZ1058  NAVD 88 (04/07/03)  267.65   (m)          878.1    (f) LEVELING    3  
 JZ1058  NGVD 29 (??/??/92)  267.85   (m)          878.8    (f) COMPUTED    2 0
 JZ1058
 JZ1058.Superseded values are not recommended for survey control.
 JZ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1058.See file dsdata.txt to determine how the superseded data were derived.
 JZ1058
 JZ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9495228962(NAD 83)
 JZ1058_MARKER: DR = REFERENCE MARK DISK
 JZ1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1058_SP_SET: CONCRETE
 JZ1058_STAMPING: I275-T2 NO 2 1966
 JZ1058_MARK LOGO: KYHD  
 JZ1058_PROJECTION: PROJECTING 3 CENTIMETERS
 JZ1058_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1058+STABILITY: SURFACE MOTION
 JZ1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1058+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2002
 JZ1058
 JZ1058  HISTORY     - Date     Condition        Report By
 JZ1058  HISTORY     - 1966     MONUMENTED       KYHD
 JZ1058  HISTORY     - 20020524 GOOD             WOOLPT
 JZ1058
 JZ1058                          STATION DESCRIPTION
 JZ1058
 JZ1058'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 JZ1058'3.3 MI W FROM HEBRON.
 JZ1058'2.3 MILES WEST FROM HEBRON ON STATE HIGHWAY 20 TO BULLITTSVILLE AND
 JZ1058'3-WAY ROAD FORK, THENCE UPHILL ON RIGHT FORK 1 MILE TO STATION,
 JZ1058'97 FEET SOUTHWEST OF A TRIPLE-FORK PEACH TREE, 93 FEET WEST OF A
 JZ1058'15-INCH WILD CHERRY TREE AND 9 FEET NORTHEAST OF A MULTI-TRUNK
 JZ1058'APPLE TREE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET
 JZ1058'IN CONCRETE AND STAMPED I275-T2 NO. 2 1966.
 JZ1058
 JZ1058                          STATION RECOVERY (2002)
 JZ1058
 JZ1058'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 JZ1058'THIS STATION WAS RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JZ1058'THE STATION IS LOCATED APPROXIMATELY 12.30 MI WEST OF THE CITY OF
 JZ1058'CINCINNATI, 5.60 MI EAST
 JZ1058'OF THE CITY OF LAWRENCEBURG AND 4.40 MI NORTH-NORTHWEST OF THE CITY OF
 JZ1058'BURLINGTON, IN A
 JZ1058'GRASSY AREA NEAR THE ENTRANCE TO A NEWLY DEVELOPED SUBDIVISION.
 JZ1058'OWNERSHIP--PRIVATE
 JZ1058'PROPERTY.
 JZ1058' 
 JZ1058'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 WITH
 JZ1058'STATE HIGHWAY
 JZ1058'237 (NORTHBEND ROAD), APPROXIMATELY 1.15 MI NORTH OF THE CITY OF
 JZ1058'HEBRON, GO NORTHERLY
 JZ1058'1.40 MI ON HIGHWAY 237 TO THE JUNCTION OF HIGHWAY 237 WITH GRAVES ROAD
 JZ1058'ON THE LEFT, TURN
 JZ1058'LEFT AND GO SOUTHWEST 1.40 MI ON GRAVES ROAD TO THE JUNCTION OF GRAVES
 JZ1058'ROAD WITH
 JZ1058'WILLIAMS ROAD ON THE RIGHT, TURN RIGHT AND GO WEST AND NORTH 0.75 MI
 JZ1058'ON WILLIAMS ROAD
 JZ1058'TO THE JUNCTION OF WILLIAMS ROAD WITH KINGSLEY DRIVE ON THE LEFT, TURN
 JZ1058'LEFT AND GO
 JZ1058'SOUTHWEST 0.05 MI ON KINGSLEY DRIVE, PARK VEHICLE AND PROCEED ON FOOT
 JZ1058'APPROXIMATELY
 JZ1058'250 FEET SOUTHEASTERLY ACROSS OPEN GRASS FIELD TO THE STATION. THE
 JZ1058'STATION IS A
 JZ1058'STANDARD BRONZE NGS REFERENCE MARK DISK STAMPED --I-275 T-2 NO.2
 JZ1058'1966-- SET INTO THE TOP
 JZ1058'OF A 1 FOOT SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 JZ1058'THE STATION IS 254.3 FEET WEST OF THE WEST CORNER OF BRICK DWELLING AT
 JZ1058'--2179 WILLIAMS
 JZ1058'ROAD--, 119.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF BRICK DWELLING
 JZ1058'AT --3263
 JZ1058'KINGSLEY DRIVE--, 102.3 FEET WEST OF NGS TRIANGULATION STATION
 JZ1058'MONUMENT --I 275 T 2-- PID ,
 JZ1058'AND 36.5 FEET SOUTH OF A 12-INCH DIAMETER PINE TREE.
 JZ1058' 
 JZ1058'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 JZ1058'THE HORIZON ARE, A
 JZ1058'LONE TREE APPROXIMATELY FEET NORTH EXTENDING 20 DEGREES ABOVE THE
 JZ1058'HORIZON AND A LONE
 JZ1058'TREE APPROXIMATELY 50 FEET EAST EXTENDING 40 DEGREES ABOVE THE
 JZ1058'HORIZON.
 JZ1058' 
 JZ1058'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1047 ***********************************************************************
 JZ1047  DESIGNATION -  I275 T 3 2
 JZ1047  PID         -  JZ1047
 JZ1047  STATE/COUNTY-  KY/BOONE
 JZ1047  USGS QUAD   -  BURLINGTON (1991)
 JZ1047
 JZ1047                         *CURRENT SURVEY CONTROL
 JZ1047  ___________________________________________________________________
 JZ1047* NAD 83(1993)-  39 05 08.59887(N)    084 42 39.79384(W)     ADJUSTED  
 JZ1047* NAVD 88     -       267.66   (meters)     878.1    (feet)  RESET     
 JZ1047  ___________________________________________________________________
 JZ1047  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 JZ1047  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1047
 JZ1047  HORZ ORDER  -  SECOND
 JZ1047  VERT ORDER  -  THIRD
 JZ1047
 JZ1047.The horizontal coordinates were established by classical geodetic methods
 JZ1047.and adjusted by the National Geodetic Survey in April 1998..
 JZ1047
 JZ1047.The orthometric height was computed from unverified reset data.
 JZ1047.No vertical observational check was made to the station.
 JZ1047
 JZ1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1047
 JZ1047.The geoid height was determined by GEOID03.
 JZ1047
 JZ1047;                    North         East     Units Scale Factor Converg.
 JZ1047;SPC KY1Z     - 1,305,992.353 1,589,901.121   MT  1.00012801   +0 38 16.3
 JZ1047;SPC KY1Z     - 4,284,743.24  5,216,200.59   sFT  1.00012801   +0 38 16.3
 JZ1047;SPC KY N     -   176,117.932   460,108.158   MT  1.00002027   -0 17 12.5
 JZ1047;SPC KY N     -   577,813.58  1,509,538.18   sFT  1.00002027   -0 17 12.5
 JZ1047;SPC OH S     -   122,871.363   408,724.477   MT  0.99994942   -1 24 10.6
 JZ1047;UTM  16      - 4,328,783.300   697,975.392   MT  1.00008263   +1 26 37.0
 JZ1047
 JZ1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1047!SPC KY1Z     -   0.99996335  x   1.00012801  =   1.00009135
 JZ1047!SPC KY N     -   0.99996335  x   1.00002027  =   0.99998362
 JZ1047!SPC OH S     -   0.99996335  x   0.99994942  =   0.99991277
 JZ1047!UTM  16      -   0.99996335  x   1.00008263  =   1.00004598
 JZ1047
 JZ1047:                Primary Azimuth Mark                     Grid Az
 JZ1047:SPC KY1Z     -  MT ST JOSEPH COLLEGE CROSS               076 31 22.6
 JZ1047:SPC KY N     -  MT ST JOSEPH COLLEGE CROSS               077 26 51.4
 JZ1047:SPC OH S     -  MT ST JOSEPH COLLEGE CROSS               078 33 49.5
 JZ1047:UTM  16      -  MT ST JOSEPH COLLEGE CROSS               075 43 01.9
 JZ1047
 JZ1047|---------------------------------------------------------------------|
 JZ1047| PID    Reference Object                     Distance      Geod. Az  |
 JZ1047|                                                           dddmmss.s |
 JZ1047| JZ3246 MT ST JOSEPH COLLEGE CROSS          APPROX. 5.8 KM 0770938.9 |
 JZ1047| JZ1045 I275 T 3 RM 1                        20.469 METERS 16212     |
 JZ1047| JZ1051 I275 T 3 AZ MK                                     2411742.1 |
 JZ1047| JZ1046 I275 T 3                             14.403 METERS 24118     |
 JZ1047| JZ1050 I275 T 3 RM 2                        20.742 METERS 34227     |
 JZ1047|---------------------------------------------------------------------|
 JZ1047
 JZ1047                          SUPERSEDED SURVEY CONTROL
 JZ1047
 JZ1047  NAD 83(1993)-  39 05 08.60480(N)    084 42 39.80013(W) AD(       ) 2
 JZ1047  NAD 83(1986)-  39 05 08.60223(N)    084 42 39.80505(W) AD(       ) 2
 JZ1047  NAD 27      -  39 05 08.38868(N)    084 42 39.99955(W) AD(       ) 2
 JZ1047  NGVD 29 (07/19/86)  267.77   (m)          878.5    (f) LEVELING    3  
 JZ1047
 JZ1047.Superseded values are not recommended for survey control.
 JZ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1047.See file dsdata.txt to determine how the superseded data were derived.
 JZ1047
 JZ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9797528783(NAD 83)
 JZ1047_MARKER: DS = TRIANGULATION STATION DISK
 JZ1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1047_STAMPING: I-275 T-3 2 1970
 JZ1047_PROJECTION: FLUSH
 JZ1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1047+STABILITY: SURFACE MOTION
 JZ1047
 JZ1047  HISTORY     - Date     Condition        Report By
 JZ1047  HISTORY     - 1970     MONUMENTED       KYHD
 JZ1047  HISTORY     - 1970     GOOD             KYHD
 JZ1047  HISTORY     - 20010810 MARK NOT FOUND   GRWAS
 JZ1047
 JZ1047                          STATION DESCRIPTION
 JZ1047
 JZ1047'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1970 (LFS)
 JZ1047'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF HEBRON, NEAR THE
 JZ1047'RIGHT-OF-WAY OF STATE ROUTE 237 RE-LOCATED, AND IN PASTURE LAND
 JZ1047'ON THE PROPERTY OF MR. ALVIN HEIMANN WHO GAVE PERMISSION.
 JZ1047'
 JZ1047'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 20 AND 237 IN
 JZ1047'HEBRON, GO NORTHERLY ON STATE ROUTE 237 FOR 1.5 MILES TO THE
 JZ1047'STATION ON THE LEFT AS DESCRIBED.
 JZ1047'
 JZ1047'THE STATION IS 206 FEET EAST-SOUTHEAST OF A UTILITY POLE, 172 FEET
 JZ1047'SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED LANE LEADING
 JZ1047'INTO THE HEIMANN PROPERTY, 80 FEET WEST OF THE APPROXIMATE CENTER OF
 JZ1047'THE MEDIAN OF RE-LOCATED STATE ROUTE 237, 1.5 FEET
 JZ1047'NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN, AND 1.0 FOOT WEST
 JZ1047'OF THE PROPOSED RIGHT-OF-WAY FENCE. IT IS A STANDARD DISK SET IN
 JZ1047'THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK
 JZ1047'IS STAMPED I-275 T-3 2 1970. THE UNDERGROUND STATION MARK IS
 JZ1047'ABOUT 36 INCHES BELOW THE SURFACE.
 JZ1047'
 JZ1047'REFERENCE MARK NO. 3 IS 80 FEET WEST OF THE APPROXIMATE CENTER OF THE
 JZ1047'MEDIAN OF RE-LOCATED STATE ROUTE 237, 1.5 FEET NORTHWEST OF A
 JZ1047'METAL WITNESS POST AND SIGN, AND 1 FOOT WEST OF THE PROPOSED
 JZ1047'RIGHT-OF-WAY FENCE. IT IS A STANDARD DISK SET IN THE TOP OF AN
 JZ1047'11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 JZ1047'I-275 T-3 2 NO 3 1970.
 JZ1047'
 JZ1047'REFERENCE MARK NO. 4 IS 155 FEET WEST OF THE APPROXIMATE CENTER OF
 JZ1047'THE MEDIAN OF RE-LOCATED STATE ROUTE 237, 148 FEET SOUTH OF THE
 JZ1047'APPROXIMATE CENTER OF THE GRAVELED LANE, 145 FEET SOUTHEAST OF THE
 JZ1047'UTILITY POLE, 76 FEET WEST OF THE PROPOSED RIGHT-OF-WAY FENCE,
 JZ1047'AND IN MR. HEIMANNS PASTURE. IT IS A STANDARD DISK SET IN THE TOP OF
 JZ1047'AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 JZ1047'STAMPED I-275 T-3 2 NO 4 1970.
 JZ1047'
 JZ1047'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 JZ1047'REFERENCE MARK NO. 4 IS 94.65 FEET - 28.850 METERS.
 JZ1047'
 JZ1047'THE AZIMUTH MARK IS 201 FEET NORTH OF THE NORTHEAST CORNER OF A LARGE
 JZ1047'HOUSE, 36 FEET WEST OF A GUYED UTILITY POLE, 10 FEET NORTHWEST
 JZ1047'OF THE APPROXIMATE CENTER OF THE GRAVELED LANE, 3 FEET NORTH OF A
 JZ1047'FENCE CORNER POST, AND 2.0 FEET NORTHWEST OF A METAL WITNESS
 JZ1047'POST AND SIGN. IT IS A STANDARD KENTUCKY DEPARTMENT OF HIGHWAYS
 JZ1047'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 JZ1047'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED I-275 T-3
 JZ1047'1966.
 JZ1047'
 JZ1047'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-SOUTHWEST ON THE
 JZ1047'GRAVELED LANE LEADING INTO THE HEIMANN PROPERTY FOR 0.35 OF A
 JZ1047'MILE TO THE FARM COMPLEX, AND THE MARK ON THE RIGHT IN FENCE CORNER
 JZ1047'AS DESCRIBED.
 JZ1047'
 JZ1047'ELEVATIONS WERE TRANSFERRED TO THE STATION MARK, REFERENCE MARK NO. 3
 JZ1047'AND REFERENCE MARK NO. 4 FROM THE ORIGINAL I 275 T 3 R.M. NO.
 JZ1047'1 1966, AS IT IS THOUGHT THAT ALL MARKS AT THE ORIGINAL STATION WERE
 JZ1047'BENCH MARKS.
 JZ1047'
 JZ1047'NOTE - I275 T-3 IS NOW DESTROYED. SEE DESCRIPTION NOTE FOR I-275 T-3
 JZ1047'2 1970.
 JZ1047
 JZ1047                          STATION RECOVERY (1970)
 JZ1047
 JZ1047'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1970
 JZ1047'1.5 MI N FROM HEBRON.
 JZ1047'ABOUT 1.5 MILES NORTH ALONG RE-LOCATED STATE ROUTE 237 FROM ITS
 JZ1047'JUNCTION WITH STATE ROUTE 20 IN HEBRON, AT THE I-275 T-3 2 1970
 JZ1047'TRIANGULATION STATION SITE, 206 FEET EAST-SOUTHEAST OF A UTILITY
 JZ1047'POLE, 172 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED FARM
 JZ1047'LANE LEADING INTO A FARM COMPLEX, 80 FEET WEST OF THE APPROXIMATE
 JZ1047'CENTER OF THE MEDIAN OF RE-LOCATED STATE ROUTE 237, 75.45 FEET
 JZ1047'EAST-NORTHEAST OF I-275 T-3 2 RM 4, 61.43 FEET NORTH-NORTHWEST OF
 JZ1047'I-275 T-3 2 RM 3, 1.5 FEET NORTHWEST OF A METAL WITNESS POST
 JZ1047'AND SIGN, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 JZ1047'TRIANGULATION STATION DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 JZ1047'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED I-275 T-3 2 1970.
 JZ1047'AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM BENCH MARK
 JZ1047'I275-T3 RM 1 (KHD).
 JZ1047
 JZ1047                          STATION RECOVERY (2001)
 JZ1047
 JZ1047'RECOVERY NOTE BY GRW AERIAL SURVEY 2001 (BZ)
 JZ1047'BELIEVED TO HAVE BEEN DESTROYED BY CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1048 ***********************************************************************
 JZ1048  DESIGNATION -  I275 T 3 2 RM 3
 JZ1048  PID         -  JZ1048
 JZ1048  STATE/COUNTY-  KY/BOONE
 JZ1048  USGS QUAD   -  BURLINGTON (1991)
 JZ1048
 JZ1048                         *CURRENT SURVEY CONTROL
 JZ1048  ___________________________________________________________________
 JZ1048* NAD 83(1986)-  39 05 08.     (N)    084 42 40.     (W)     SCALED    
 JZ1048* NAVD 88     -       268.19   (meters)     879.9    (feet)  RESET     
 JZ1048  ___________________________________________________________________
 JZ1048  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1048
 JZ1048  VERT ORDER  -  THIRD
 JZ1048
 JZ1048.The horizontal coordinates were scaled from a topographic map and have
 JZ1048.an estimated accuracy of +/- 6 seconds.
 JZ1048
 JZ1048.The orthometric height was computed from unverified reset data.
 JZ1048.No vertical observational check was made to the station.
 JZ1048
 JZ1048.The geoid height was determined by GEOID03.
 JZ1048
 JZ1048;                    North         East    Units  Estimated Accuracy
 JZ1048;SPC KY1Z     - 1,305,970.    1,589,900.      MT  (+/- 180 meters Scaled)
 JZ1048
 JZ1048                          SUPERSEDED SURVEY CONTROL
 JZ1048
 JZ1048.No superseded survey control is available for this station.
 JZ1048
 JZ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ979287(NAD 83)
 JZ1048_MARKER: DR = REFERENCE MARK DISK
 JZ1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1048_STAMPING: I-275 T-3 2 NO 3 1970
 JZ1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1048+STABILITY: SURFACE MOTION
 JZ1048
 JZ1048  HISTORY     - Date     Condition        Report By
 JZ1048  HISTORY     - 1970     MONUMENTED       NGS
 JZ1048
 JZ1048                          STATION DESCRIPTION
 JZ1048
 JZ1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ1048'1.5 MI N FROM HEBRON.
 JZ1048'THIS MARK IS LOCATED AT THE I-275 T-3 2 1970 TRIANGULATION
 JZ1048'STATION SITE, 94.65 FEET EAST-SOUTHEAST OF I-275 T-3 2 RM 4,
 JZ1048'80 FEET WEST OF THE APPROXIMATE CENTER OF THE MEDIAN OF RE-LOCATED
 JZ1048'STATE ROUTE 237, 61.43 FEET SOUTH-SOUTHEAST OF I-275 T-3 2,
 JZ1048'1.5 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN, AND 1 FOOT
 JZ1048'WEST OF THE RIGHT-OF-WAY FENCE.  IT IS A STANDARD REFERENCE MARK
 JZ1048'DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE
 JZ1048'MONUMENT AND THE DISK IS STAMPED I-275 T-3 2 NO 3 1970.  AN
 JZ1048'ELEVATION WAS TRANSFERRED TO THIS MARK FROM BENCH MARK I275-T3
 JZ1048'RM 1 (KHD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1049 ***********************************************************************
 JZ1049  DESIGNATION -  I275 T 3 2 RM 4
 JZ1049  PID         -  JZ1049
 JZ1049  STATE/COUNTY-  KY/BOONE
 JZ1049  USGS QUAD   -  BURLINGTON (1991)
 JZ1049
 JZ1049                         *CURRENT SURVEY CONTROL
 JZ1049  ___________________________________________________________________
 JZ1049* NAD 83(1986)-  39 05 08.     (N)    084 42 40.     (W)     SCALED    
 JZ1049* NAVD 88     -       267.30   (meters)     877.0    (feet)  RESET     
 JZ1049  ___________________________________________________________________
 JZ1049  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1049
 JZ1049  VERT ORDER  -  THIRD
 JZ1049
 JZ1049.The horizontal coordinates were scaled from a topographic map and have
 JZ1049.an estimated accuracy of +/- 6 seconds.
 JZ1049
 JZ1049.The orthometric height was computed from unverified reset data.
 JZ1049.No vertical observational check was made to the station.
 JZ1049
 JZ1049.The geoid height was determined by GEOID03.
 JZ1049
 JZ1049;                    North         East    Units  Estimated Accuracy
 JZ1049;SPC KY1Z     - 1,305,970.    1,589,900.      MT  (+/- 180 meters Scaled)
 JZ1049
 JZ1049                          SUPERSEDED SURVEY CONTROL
 JZ1049
 JZ1049.No superseded survey control is available for this station.
 JZ1049
 JZ1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ979287(NAD 83)
 JZ1049_MARKER: DR = REFERENCE MARK DISK
 JZ1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1049_STAMPING: I-275 T-3 2 NO 4 1970
 JZ1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1049+STABILITY: SURFACE MOTION
 JZ1049
 JZ1049  HISTORY     - Date     Condition        Report By
 JZ1049  HISTORY     - 1970     MONUMENTED       NGS
 JZ1049
 JZ1049                          STATION DESCRIPTION
 JZ1049
 JZ1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ1049'1.5 MI N FROM HEBRON.
 JZ1049'THIS MARK IS LOCATED AT THE I-275 T-3 2 1970 TRIANGULATION
 JZ1049'STATION SITE, 155 FEET WEST OF THE APPROXIMATE CENTER OF THE
 JZ1049'MEDIAN OF RE-LOCATED STATE ROUTE 237, 148 FEET SOUTH OF THE
 JZ1049'APPROXIMATE CENTER OF A GRAVELED LANE LEADING INTO A FARM COMPLEX,
 JZ1049'145 FEET SOUTHEAST OF A UTILITY POLE, 94.65 FEET WEST-NORTHWEST
 JZ1049'OF I-275 T-3 2 RM 3, 76 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 JZ1049'75.45 FEET WEST-SOUTHWEST OF I-275 T-3 2, AND IN AN OPEN PASTURE.
 JZ1049'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF AN 11-INCH,
 JZ1049'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED I-275 T-3
 JZ1049'2 NO 4 1970.  AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM
 JZ1049'BENCH MARK I275-T3 RM 1 (KHD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1051 ***********************************************************************
 JZ1051  DESIGNATION -  I275 T 3 AZ MK
 JZ1051  PID         -  JZ1051
 JZ1051  STATE/COUNTY-  KY/BOONE
 JZ1051  USGS QUAD   -  BURLINGTON (1991)
 JZ1051
 JZ1051                         *CURRENT SURVEY CONTROL
 JZ1051  ___________________________________________________________________
 JZ1051* NAD 83(1986)-  39 04 59.     (N)    084 43 01.     (W)     SCALED    
 JZ1051* NAVD 88     -       267.439  (meters)     877.42   (feet)  ADJUSTED  
 JZ1051  ___________________________________________________________________
 JZ1051  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1051  DYNAMIC HT  -         267.273 (meters)     876.88  (feet)  COMP
 JZ1051  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 JZ1051
 JZ1051  VERT ORDER  -  SECOND    CLASS 0
 JZ1051
 JZ1051.The horizontal coordinates were scaled from a topographic map and have
 JZ1051.an estimated accuracy of +/- 6 seconds.
 JZ1051
 JZ1051.The orthometric height was determined by differential leveling
 JZ1051.and adjusted by the National Geodetic Survey in June 1991..
 JZ1051
 JZ1051.The geoid height was determined by GEOID03.
 JZ1051
 JZ1051.The dynamic height is computed by dividing the NAVD 88
 JZ1051.geopotential number by the normal gravity value computed on the
 JZ1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1051.degrees latitude (g = 980.6199 gals.).
 JZ1051
 JZ1051.The modeled gravity was interpolated from observed gravity values.
 JZ1051
 JZ1051;                    North         East    Units  Estimated Accuracy
 JZ1051;SPC KY1Z     - 1,305,690.    1,589,400.      MT  (+/- 180 meters Scaled)
 JZ1051
 JZ1051                          SUPERSEDED SURVEY CONTROL
 JZ1051
 JZ1051  NGVD 29 (??/??/92)  267.641  (m)          878.09   (f) ADJ UNCH    2 0
 JZ1051
 JZ1051.Superseded values are not recommended for survey control.
 JZ1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1051.See file dsdata.txt to determine how the superseded data were derived.
 JZ1051
 JZ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ974284(NAD 83)
 JZ1051_MARKER: DZ = AZIMUTH MARK DISK
 JZ1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1051_STAMPING: I-275 T-3 1966
 JZ1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1051+STABILITY: SURFACE MOTION
 JZ1051
 JZ1051  HISTORY     - Date     Condition        Report By
 JZ1051  HISTORY     - 1966     MONUMENTED       KYHD
 JZ1051  HISTORY     - 1970     GOOD             NGS
 JZ1051
 JZ1051                          STATION DESCRIPTION
 JZ1051
 JZ1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ1051'1.5 MI N FROM HEBRON.
 JZ1051'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT NOW
 JZ1051'SERVES AS THE AZIMUTH MARK FOR TRIANGULATION STATION I-275 T-3 2
 JZ1051'1970.  ABOUT 1.5 MILES NORTH ALONG STATE ROUTE 237 FROM ITS
 JZ1051'JUNCTION WITH STATE ROUTE 20 IN HEBRON TO A GRAVELED FARM LANE ON
 JZ1051'THE LEFT, THENCE LEFT, WEST-SOUTHWEST ON THIS FARM LANE FOR
 JZ1051'0.35 OF A MILE TO A FARM COMPLEX AND THE STATION ON THE RIGHT
 JZ1051'IN A FENCE CORNER, 201 FEET NORTH OF THE NORTHEAST CORNER OF
 JZ1051'A LARGE HOUSE, 36 FEET WEST OF A GUYED UTILITY POLE, 10 FEET
 JZ1051'NORTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED LANE, 3
 JZ1051'FEET NORTH OF A FENCE CORNER POST, AND 2.0 FEET NORTHWEST OF
 JZ1051'A METAL WITNESS POST AND SIGN.  A STANDARD KENTUCKY DEPARTMENT
 JZ1051'OF HIGHWAYS AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH,
 JZ1051'SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 JZ1051'STAMPED I-275 T-3 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3247 ***********************************************************************
 JZ3247  DESIGNATION -  I275 T 4
 JZ3247  PID         -  JZ3247
 JZ3247  STATE/COUNTY-  KY/BOONE
 JZ3247  USGS QUAD   -  BURLINGTON (1991)
 JZ3247
 JZ3247                         *CURRENT SURVEY CONTROL
 JZ3247  ___________________________________________________________________
 JZ3247* NAD 83(1993)-  39 03 42.86224(N)    084 38 04.36478(W)     ADJUSTED  
 JZ3247* NAVD 88     -       275.7    (meters)     905.     (feet)  VERTCON   
 JZ3247  ___________________________________________________________________
 JZ3247  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 JZ3247  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3247
 JZ3247  HORZ ORDER  -  SECOND
 JZ3247
 JZ3247.The horizontal coordinates were established by classical geodetic methods
 JZ3247.and adjusted by the National Geodetic Survey in April 1998..
 JZ3247
 JZ3247.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3247
 JZ3247.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3247
 JZ3247.The geoid height was determined by GEOID03.
 JZ3247
 JZ3247;                    North         East     Units Scale Factor Converg.
 JZ3247;SPC KY1Z     - 1,303,424.684 1,596,552.748   MT  1.00011929   +0 41 05.4
 JZ3247;SPC KY1Z     - 4,276,319.15  5,238,023.47   sFT  1.00011929   +0 41 05.4
 JZ3247;SPC KY N     -   173,443.572   466,716.799   MT  1.00001587   -0 14 21.2
 JZ3247;SPC KY N     -   569,039.45  1,531,220.03   sFT  1.00001587   -0 14 21.2
 JZ3247;SPC OH S     -   120,069.023   415,279.349   MT  0.99995166   -1 21 15.9
 JZ3247;UTM  16      - 4,326,309.515   704,662.317   MT  1.00011579   +1 29 28.1
 JZ3247
 JZ3247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3247!SPC KY1Z     -   0.99996209  x   1.00011929  =   1.00008137
 JZ3247!SPC KY N     -   0.99996209  x   1.00001587  =   0.99997796
 JZ3247!SPC OH S     -   0.99996209  x   0.99995166  =   0.99991375
 JZ3247!UTM  16      -   0.99996209  x   1.00011579  =   1.00007787
 JZ3247
 JZ3247|---------------------------------------------------------------------|
 JZ3247| PID    Reference Object                     Distance      Geod. Az  |
 JZ3247|                                                           dddmmss.s |
 JZ3247| CC9396 I275 T 4 RM 1                        27.716 METERS 07349     |
 JZ3247| CC9395 I275 T 4 AZ MK                                     1121319.0 |
 JZ3247| CC9397 I275 T 4 RM 2                        32.564 METERS 20201     |
 JZ3247|---------------------------------------------------------------------|
 JZ3247
 JZ3247                          SUPERSEDED SURVEY CONTROL
 JZ3247
 JZ3247  NAD 83(1993)-  39 03 42.86823(N)    084 38 04.37112(W) AD(       ) 2
 JZ3247  NAD 83(1986)-  39 03 42.86549(N)    084 38 04.37600(W) AD(       ) 2
 JZ3247  NAD 27      -  39 03 42.64541(N)    084 38 04.56927(W) AD(       ) 2
 JZ3247  NGVD 29 (07/19/86)  275.9    (m)          905.     (f) VERT ANG       
 JZ3247
 JZ3247.Superseded values are not recommended for survey control.
 JZ3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3247.See file dsdata.txt to determine how the superseded data were derived.
 JZ3247
 JZ3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0466226310(NAD 83)
 JZ3247_MARKER: DD = SURVEY DISK
 JZ3247_SETTING: 0 = UNSPECIFIED SETTING
 JZ3247
 JZ3247  HISTORY     - Date     Condition        Report By
 JZ3247  HISTORY     - 1966     MONUMENTED       KYHD
 JZ3247  HISTORY     - 1973     GOOD             NGS
 JZ3247
 JZ3247                          STATION DESCRIPTION
 JZ3247
 JZ3247'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (EB)
 JZ3247'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF ERLANGER AND ABOUT 3
 JZ3247'MILES EAST OF HEBRON. IT IS APPROXIMATELY ON THE HIGHEST POINT
 JZ3247'OF HILL IN AN OPEN PASTURE ON LAND OWNED BY MR. ED ELLIS IT IS
 JZ3247'APPROXIMATELY 200 FEET SOUTHEAST OF COMBINATION POWER AND
 JZ3247'TELEPHONE POLE, 81 FEET NORTH-NORTHEAST OF THE NORTHEAST LEG OF STEEL
 JZ3247'TOWER FOR TRANSMISSION LINE. THE MARK IS SET IN TOP OF CONCRETE
 JZ3247'PROJECTING 2 INCHES AND THE DISK IS STAMPED I-275 T-4 1966.
 JZ3247'
 JZ3247'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, ABOUT 220 FEET
 JZ3247'SOUTHEAST OF A 30 INCH WILD CHERRY TREE AND 2-1/2 FEET
 JZ3247'WEST-SOUTHWEST OF POWER POLE. THE MARK IS SET IN TOP OF CONCRETE POST
 JZ3247'PROJECTING 1 INCH AND THE DISK IS STAMPED I-275 T-4 NO. 1 1966.
 JZ3247'
 JZ3247'REFERENCE MARK NO.2 IS WEST-SOUTHWEST OF STATION, AT THE SOUTHEAST
 JZ3247'LEG OF STEEL TOWER FOR TRANSMISSION LINE. IT IS 0.5 FOOT
 JZ3247'SOUTHEAST OF THE SOUTHEAST LEG OF TOWER AND IS SET IN DRILL HOLE IN
 JZ3247'THE TOP OF CONCRETE BASE THAT SUPPORTS STEEL LEG. THE DISK IS
 JZ3247'STAMPED I-275 T-4 NO. 2 1966.
 JZ3247'
 JZ3247'AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF STATION, AT THE NORTHWEST LEG
 JZ3247'OF STEEL TOWER FOR TRANSMISSION LINE. IT IS ABOUT 120 FEET
 JZ3247'EAST OF THE CENTER OF BLACK TOP ROAD AND 0.7 FOOT NORTHWEST OF THE
 JZ3247'NORTHWEST LEG OF STEEL TOWER. THE MARK IS SET IN DRILL HOLE IN
 JZ3247'CONCRETE BASE THAT SUPPORTS STEEL LEG. THE DISK IS STAMPED I-275 T-4
 JZ3247'1966.
 JZ3247'
 JZ3247'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 JZ3247'HIGHWAY 236 COMMONWEALTH AVENUE IN ERLANGER, GO NORTHWEST ON
 JZ3247'STATE HIGHWAY 236 FOR 3.8 MILES TO A BLACK TOP ROAD RIGHT. THIS ROAD
 JZ3247'IS 0.6 MILE SOUTHEAST OF THE MAIN ENTRANCE TO GREATER
 JZ3247'CINCINNATI AIRPORT. TURN RIGHT AND GO NORTHEAST ON BLACK TOP ROAD FOR
 JZ3247'1.0 MILE TO A DIRT ROAD LEFT *. TURN LEFT AND GO NORTH ON DIRT
 JZ3247'ROAD FOR 0.35 MILE TO A Y-FORK AND END OF TRUCK TRAVEL. FROM HERE
 JZ3247'WALK EAST FOR APPROXIMATELY 200 FEET TO HIGHEST POINT AND STATION.
 JZ3247'
 JZ3247'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHEAST ON BLACK
 JZ3247'TOP ROAD FOR 0.3 MILE TO POWER TRANSMISSION LINE CROSSING AND MARK
 JZ3247'ON RIGHT IN NORTHWEST LEG OF FIRST STEEL TOWER EAST OF ROAD.
 JZ3247'
 JZ3247'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 JZ3247'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET AS DESCRIBED.
 JZ3247'
 JZ3247'HEIGHT OF LIGHT ABOVE STATION MARK 15.47 METERS.
 JZ3247
 JZ3247                          STATION RECOVERY (1973)
 JZ3247
 JZ3247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 JZ3247'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JZ3247'
 JZ3247'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST
 JZ3247'OF ERLANGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3241 ***********************************************************************
 JZ3241  DESIGNATION -  I275 T 5
 JZ3241  PID         -  JZ3241
 JZ3241  STATE/COUNTY-  KY/KENTON
 JZ3241  USGS QUAD   -  COVINGTON (1987)
 JZ3241
 JZ3241                         *CURRENT SURVEY CONTROL
 JZ3241  ___________________________________________________________________
 JZ3241* NAD 83(1993)-  39 01 09.46952(N)    084 34 22.94520(W)     ADJUSTED  
 JZ3241* NAVD 88     -       275.4    (meters)     904.     (feet)  VERTCON   
 JZ3241  ___________________________________________________________________
 JZ3241  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 JZ3241  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ3241
 JZ3241  HORZ ORDER  -  SECOND
 JZ3241
 JZ3241.The horizontal coordinates were established by classical geodetic methods
 JZ3241.and adjusted by the National Geodetic Survey in April 1998..
 JZ3241
 JZ3241.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3241
 JZ3241.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3241
 JZ3241.The geoid height was determined by GEOID03.
 JZ3241
 JZ3241;                    North         East     Units Scale Factor Converg.
 JZ3241;SPC KY1Z     - 1,298,759.620 1,601,935.993   MT  1.00010411   +0 43 21.4
 JZ3241;SPC KY1Z     - 4,261,013.85  5,255,685.00   sFT  1.00010411   +0 43 21.4
 JZ3241;SPC KY N     -   168,692.794   472,023.602   MT  1.00000843   -0 12 03.4
 JZ3241;SPC KY N     -   553,452.94  1,548,630.77   sFT  1.00000843   -0 12 03.4
 JZ3241;SPC OH S     -   115,216.178   420,492.413   MT  0.99995609   -1 18 55.4
 JZ3241;UTM  16      - 4,321,720.566   710,110.759   MT  1.00014363   +1 31 42.7
 JZ3241
 JZ3241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3241!SPC KY1Z     -   0.99996213  x   1.00010411  =   1.00006624
 JZ3241!SPC KY N     -   0.99996213  x   1.00000843  =   0.99997056
 JZ3241!SPC OH S     -   0.99996213  x   0.99995609  =   0.99991822
 JZ3241!UTM  16      -   0.99996213  x   1.00014363  =   1.00010576
 JZ3241
 JZ3241:                Primary Azimuth Mark                     Grid Az
 JZ3241:SPC KY1Z     -  I275 T 5 AZ MK                           012 27 09.6
 JZ3241:SPC KY N     -  I275 T 5 AZ MK                           013 22 34.4
 JZ3241:SPC OH S     -  I275 T 5 AZ MK                           014 29 26.4
 JZ3241:UTM  16      -  I275 T 5 AZ MK                           011 38 48.3
 JZ3241
 JZ3241|---------------------------------------------------------------------|
 JZ3241| PID    Reference Object                     Distance      Geod. Az  |
 JZ3241|                                                           dddmmss.s |
 JZ3241| JZ3235 I275 T 5 AZ MK                      APPROX. 0.6 KM 0131031.0 |
 JZ3241| CC9388 I275 T 5 RM 1                        13.614 METERS 12046     |
 JZ3241| CC9387 I275 T 5 AZ MK 2                                   2115342.8 |
 JZ3241| CC9389 I275 T 5 RM 2                        13.259 METERS 30858     |
 JZ3241|---------------------------------------------------------------------|
 JZ3241
 JZ3241                          SUPERSEDED SURVEY CONTROL
 JZ3241
 JZ3241  NAD 83(1993)-  39 01 09.47565(N)    084 34 22.95135(W) AD(       ) 2
 JZ3241  NAD 83(1986)-  39 01 09.47233(N)    084 34 22.95592(W) AD(       ) 2
 JZ3241  NAD 27      -  39 01 09.25159(N)    084 34 23.15783(W) AD(       ) 2
 JZ3241  NGVD 29 (07/19/86)  275.6    (m)          904.     (f) VERT ANG       
 JZ3241
 JZ3241.Superseded values are not recommended for survey control.
 JZ3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3241.See file dsdata.txt to determine how the superseded data were derived.
 JZ3241
 JZ3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1011121721(NAD 83)
 JZ3241_MARKER: DD = SURVEY DISK
 JZ3241_SETTING: 0 = UNSPECIFIED SETTING
 JZ3241_STAMPING: I275 T 5 1966
 JZ3241_MARK LOGO: KYHD  
 JZ3241_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3241
 JZ3241  HISTORY     - Date     Condition        Report By
 JZ3241  HISTORY     - 1966     MONUMENTED       KYHD
 JZ3241  HISTORY     - 1970     GOOD             NGS
 JZ3241  HISTORY     - 19940406 GOOD             WOOLPT
 JZ3241
 JZ3241                          STATION DESCRIPTION
 JZ3241
 JZ3241'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (EB)
 JZ3241'STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF ERLANGER, AT THE
 JZ3241'CINCINNATI GAS AND ELECTRIC COMPANY TURKEY FOOT ROAD
 JZ3241'SUB-STATION, WHICH IS AT THE NORTHWEST CORNER OF THE SUMMIT HILLS
 JZ3241'GOLF COURSE. STATION IS 114 FEET NORTHEAST OF THE SOUTHEAST
 JZ3241'CORNER OF WOVEN WIRE FENCE AROUND SUB-STATION, 65 FEET SOUTHEAST OF
 JZ3241'THE NORTHEAST CORNER OF WOVEN WIRE FENCE, 52 FEET SOUTHWEST
 JZ3241'OF AN 18 INCH MAPLE TREE AND 5 FEET SOUTH OF WIRE FENCE. THE MARK IS
 JZ3241'FLUSH AND THE DISK IS STAMPED I-275 T-5 1966.
 JZ3241'
 JZ3241'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, ABOUT 108 FEET
 JZ3241'WEST-SOUTHWEST OF A POWER POLE WITH TRANSFORMER AND 8 1/2 FEET
 JZ3241'NORTH-NORTHEAST OF AN 18 INCH MAPLE TREE.  THE MARK IS FLUSH AND THE
 JZ3241'DISK IS STAMPED I-275 T-5 NO. 1 1966.
 JZ3241'
 JZ3241'REFERENCE MARK NO.2 IS NORTHWEST OF STATION, 22 FEET SOUTHEAST OF
 JZ3241'NORTHEAST CORNER OF WOVEN WIRE FENCE AROUND
 JZ3241'SUB-STATION, 19 FEET SOUTH-SOUTHWEST OF COMBINATION POWER AND TELEPHON
 JZ3241'POLE, 2-1/2 FT. W OF METAL WITNESS POST AND SIGN AND 1-1/2 FEET
 JZ3241'SOUTH OF WIRE FENCE. THE MARK IS FLUSH AND THE DISK IS STAMPED I-275
 JZ3241'T-5 NO. 2 1966.
 JZ3241'
 JZ3241'AZIMUTH MARK IS ABOUT 0.35 MILE NORTH OF STATION, 22 FEET NORTHWEST
 JZ3241'OF THE CENTER OF STATE HIGHWAY 1303, 6-1/2 FEET NORTHEAST OF
 JZ3241'TELEPHONE POLE NO. ER 4750, 2 FEET SOUTH-SOUTHEAST OF FENCE CORNER
 JZ3241'AND 3 FEET EAST-NORTHEAST OF METAL WITNESS POST AND SIGN. THE
 JZ3241'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I-275 T-5 1966.
 JZ3241'
 JZ3241'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25 AND STATE
 JZ3241'HIGHWAY 236 COMMONWEALTH AVENUE IN ERLANGER, GO NORTHEAST ON U.S.
 JZ3241'25 FOR 1.1 MILES TO DUDLEY ROAD RIGHT. TURN RIGHT ONTO DUDLEY ROAD
 JZ3241'AND GO SOUTHEAST FOR 0.7 MILE TO A CROSSROAD. TURN LEFT AND GO
 JZ3241'NORTHEAST ON STATE HIGHWAY 1303 TURKEY FOOT ROAD FOR 0.35 MILE TO
 JZ3241'STATION ON RIGHT NEAR SUB-STATION.
 JZ3241'
 JZ3241'TO REACH AZIMUTH MARK FROM STATION, CONTINUE AHEAD ON STATE HIGHWAY
 JZ3241'1303 FOR 0.35 MILE TO MARK ON LEFT.
 JZ3241'
 JZ3241'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 JZ3241'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 JZ3241'
 JZ3241'HEIGHT OF LIGHT ABOVE STATION MARK 9.66 METERS.
 JZ3241
 JZ3241                          STATION RECOVERY (1970)
 JZ3241
 JZ3241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JZ3241'THE STATION MARK AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. THE
 JZ3241'1966 AZIMUTH MARK IS VERY CLOSE TO CONSTRUCTION LIMITS ALONG
 JZ3241'STATE ROUTE 1303 TURKEY FOOT ROAD AND COULD POSSIBLY BE DESTROYED.
 JZ3241'THEREFORE A NEW AZIMUTH MARK NO. 2 1970 WAS ESTABLISHED. THE
 JZ3241'STATION WAS OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED USING THE
 JZ3241'1966 AZIMUTH MARK AS THE INITIAL. IN CHECKING THE 1966 OBSERVED
 JZ3241'ANGLES BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS AGAINST THOSE
 JZ3241'OBSERVED THIS DATE, A CHECK WITHIN THE REQUIRED LIMITS WAS
 JZ3241'OBTAINED. IN CHECKING THE HORIZONTAL MEASURED DISTANCE BETWEEN THE
 JZ3241'STATION AND THE REFERENCE MARKS, THE DISTANCE TO REFERENCE MARK NO.
 JZ3241'1 CHECKED FLAT, WHILE A DISCREPANCY OF - 0.02 OF FOOT WAS NOTED
 JZ3241'FOR REFERENCE MARK NO. 2.
 JZ3241'
 JZ3241'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JZ3241'
 JZ3241'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF ERLANGER, NEAR THE
 JZ3241'NORTHWEST CORNER OF THE SUMMIT HILLS GOLF COURSE, AND JUST EAST OF
 JZ3241'THE CINCINNATI GAS AND ELECTRIC COMPANY TURKEY FOOT SUB-STATION.
 JZ3241'
 JZ3241'TO REACH THE STATION FROM THE INTERSECTIONS OF U. S. HIGHWAYS 25, 42
 JZ3241'AND 127 AND STATE ROUTE 236 IN ERLANGER, GO
 JZ3241'EAST-NORTHEASTERLY ON U. S. HIGHWAYS 25, 42 AND 127 FOR 1.1 MILES TO
 JZ3241'DUDLEY ROAD ON THE RIGHT. HERE TURN SHARP RIGHT ON DUDLEY ROAD
 JZ3241'AND GO SOUTHEASTERLY FOR 0.7 OF A MILE TO THE JUNCTION WITH STATE
 JZ3241'ROUTE 1303, TURKEY FOOT ROAD. HERE TURN LEFT ON STATE ROUTE 1303
 JZ3241'AND GO NORTHEASTERLY FOR 0.35 OF A MILE TO THE CINCINNATI GAS AND
 JZ3241'ELECTRIC COMPANY TURKEY FOOT ROAD SUB-STATION ON THE RIGHT,
 JZ3241'AND THE STATION AS DESCRIBED.
 JZ3241'
 JZ3241'THE STATION IS 64.8 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 JZ3241'CHAIN LINK FENCE AROUND THE SUB-STATION, 51 FEET NORTHWEST OF A
 JZ3241'30-INCH MAPLE TREE, 44 FEET EAST OF A 10-INCH PIN OAK TREE, 4 FEET
 JZ3241'SOUTHWEST OF A FENCE, AND AT THE NORTH EDGE OF A GOLF COURSE.
 JZ3241'IT IS A KENTUCKY DEPARTMENT OF HIGHWAYS TRAVERSE STATION MARK DISK
 JZ3241'SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 JZ3241'AND THE DISK IS STAMPED I-275 T-5 1966.
 JZ3241'
 JZ3241'REFERENCE MARK NO. 1 IS 86 FEET EAST OF THE 10-INCH PIN OAK TREE, 8
 JZ3241'FEET NORTH OF THE 30-INCH MAPLE TREE AND 1.5 FEET SOUTHWEST OF A
 JZ3241'POST AT THE EAST END OF THE FENCE. IT IS A KENTUCKY DEPARTMENT OF
 JZ3241'HIGHWAYS REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 JZ3241'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED I-275 T-5
 JZ3241'NO. 1 1966.
 JZ3241'
 JZ3241'REFERENCE MARK NO. 2 IS 28 FEET NORTH-NORTHEAST OF THE 10-INCH PIN
 JZ3241'OAK TREE, 22 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 JZ3241'FENCED ENCLOSURE, 2.7 FEET WEST OF A METAL WITNESS POST AND SIGN, AND
 JZ3241'1.5 FEET SOUTHWEST OF THE FENCE.  IT IS A KENTUCKY DEPARTMENT OF
 JZ3241'HIGHWAYS REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 JZ3241'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED I-275 T-5
 JZ3241'NO. 2 1966.
 JZ3241'
 JZ3241'DUE TO THE REFERENCE MARKS BEING VERY NEARLY IN A LINE ACROSS THE
 JZ3241'STATION MARK, NO EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 JZ3241'
 JZ3241'THE 1966 AZIMUTH MARK IS 65 FEET NORTHEAST OF TELEPHONE POLE NO. 284,
 JZ3241'22 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 JZ3241'1303, TURKEY FOOT ROAD, 2.7 FEET EAST-NORTHEAST OF A METAL WITNESS
 JZ3241'POST AND SIGN, AND 2 FEET SOUTH OF A FENCE CORNER POST. IT IS
 JZ3241'KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN THE TOP OF A
 JZ3241'12-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 JZ3241'STAMPED I-275 T-5 1966.
 JZ3241'
 JZ3241'THE 1970 NO. 2 AZIMUTH MARK IS 120 FEET EAST-SOUTHEAST OF A LARGE
 JZ3241'TELEPHONE POLE AT POINT WHERE OVERHEAD LINES GO UNDERGROUND,
 JZ3241'40 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF DUDLEY ROAD RELOCATED,
 JZ3241'20 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A PAVED
 JZ3241'DRIVEWAY LEADING INTO RESIDENCE NO. 211, AND 2.2 FEET NORTHWEST OF A
 JZ3241'TELEPHONE POLE. IT IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP
 JZ3241'OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES
 JZ3241'AND THE DISK IS STAMPED I-275 T-5 1966 NO 2 1970.
 JZ3241'
 JZ3241'TO REACH THE 1966 AZIMUTH MARK FROM THE STATION, CONTINUE
 JZ3241'NORTH EASTERLY ON STATE ROUTE 1303, TURKEY FOOT ROAD, FOR 0.35
 JZ3241'OF A MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JZ3241'
 JZ3241'TO REACH THE 1970 NO. 2 AZIMUTH MARK FROM THE STATION, GO
 JZ3241'SOUTHWESTERLY ON STATE ROUTE 1303, TURKEY FOOT ROAD, FOR 0.35 OF A
 JZ3241'MILE TO DUDLEY ROAD. HERE TURN LEFT ON DUDLEY ROAD AND GO
 JZ3241'SOUTHEASTERLY FOR ABOUT 0.05 OF A MILE TO THE MARK ON THE RIGHT
 JZ3241'AS DESCRIBED.
 JZ3241'
 JZ3241'NOTE- ALL MARKS AT THIS STATION WITH THE EXCEPTION OF THE 1970 NO. 2
 JZ3241'AZIMUTH MARK MAY BE BENCH MARKS. DATA NOT AVAILABLE.
 JZ3241'
 JZ3241'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 1-1/2 MILES
 JZ3241'EAST OF ERLANGER.
 JZ3241
 JZ3241                          STATION RECOVERY (1994)
 JZ3241
 JZ3241'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1994 (TM)
 JZ3241'RECOVERED IN GOOD CONDITION.  NOTE--STATION NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3235 ***********************************************************************
 JZ3235  DESIGNATION -  I275 T 5 AZ MK
 JZ3235  PID         -  JZ3235
 JZ3235  STATE/COUNTY-  KY/KENTON
 JZ3235  USGS QUAD   -  COVINGTON (1987)
 JZ3235
 JZ3235                         *CURRENT SURVEY CONTROL
 JZ3235  ___________________________________________________________________
 JZ3235* NAD 83(1993)-  39 01 27.68087(N)    084 34 17.47989(W)     ADJUSTED  
 JZ3235* NAVD 88     -       271.9    (meters)     892.     (feet)  VERTCON   
 JZ3235  ___________________________________________________________________
 JZ3235  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 JZ3235  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3235
 JZ3235  HORZ ORDER  -  SECOND
 JZ3235
 JZ3235.The horizontal coordinates were established by classical geodetic methods
 JZ3235.and adjusted by the National Geodetic Survey in April 1998..
 JZ3235
 JZ3235.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3235
 JZ3235.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3235
 JZ3235.The geoid height was determined by GEOID03.
 JZ3235
 JZ3235;                    North         East     Units Scale Factor Converg.
 JZ3235;SPC KY1Z     - 1,299,322.891 1,602,060.379   MT  1.00010588   +0 43 24.7
 JZ3235;SPC KY1Z     - 4,262,861.85  5,256,093.09   sFT  1.00010588   +0 43 24.7
 JZ3235;SPC KY N     -   169,253.933   472,157.038   MT  1.00000928   -0 12 00.0
 JZ3235;SPC KY N     -   555,293.95  1,549,068.55   sFT  1.00000928   -0 12 00.0
 JZ3235;SPC OH S     -   115,774.586   420,636.730   MT  0.99995553   -1 18 51.9
 JZ3235;UTM  16      - 4,322,285.553   710,227.214   MT  1.00014423   +1 31 46.7
 JZ3235
 JZ3235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3235!SPC KY1Z     -   0.99996268  x   1.00010588  =   1.00006856
 JZ3235!SPC KY N     -   0.99996268  x   1.00000928  =   0.99997196
 JZ3235!SPC OH S     -   0.99996268  x   0.99995553  =   0.99991821
 JZ3235!UTM  16      -   0.99996268  x   1.00014423  =   1.00010691
 JZ3235
 JZ3235                          SUPERSEDED SURVEY CONTROL
 JZ3235
 JZ3235  NAD 83(1993)-  39 01 27.68699(N)    084 34 17.48606(W) AD(       ) 2
 JZ3235  NAD 83(1986)-  39 01 27.68371(N)    084 34 17.49061(W) AD(       ) 2
 JZ3235  NAD 27      -  39 01 27.46321(N)    084 34 17.69274(W) AD(       ) 2
 JZ3235  NGVD 29 (07/19/86)  272.1    (m)          893.     (f) VERT ANG       
 JZ3235
 JZ3235.Superseded values are not recommended for survey control.
 JZ3235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3235.See file dsdata.txt to determine how the superseded data were derived.
 JZ3235
 JZ3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1022722286(NAD 83)
 JZ3235_MARKER: DD = SURVEY DISK
 JZ3235_SETTING: 0 = UNSPECIFIED SETTING
 JZ3235
 JZ3235  HISTORY     - Date     Condition        Report By
 JZ3235  HISTORY     - 1966     MONUMENTED       KYHD
 JZ3235  HISTORY     - 1970     GOOD             NGS
 JZ3235
 JZ3235                          STATION DESCRIPTION
 JZ3235
 JZ3235'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 JZ3235'TO REACH THE STATION FROM THE INTERSECTIONS OF U. S. HIGHWAYS 25, 42
 JZ3235'AND 127 AND STATE ROUTE 236 IN ERLANGER, GO
 JZ3235'EAST-NORTHEASTERLY ON U. S. HIGHWAYS 25, 42 AND 127 FOR 1.1 MILES TO
 JZ3235'DUDLEY ROAD ON THE RIGHT. HERE TURN SHARP RIGHT ON DUDLEY ROAD
 JZ3235'AND GO SOUTHEASTERLY FOR 0.7 OF A MILE TO THE JUNCTION WITH STATE
 JZ3235'ROUTE 1303, TURKEY FOOT ROAD. HERE TURN LEFT ON STATE ROUTE 1303
 JZ3235'AND GO NORTHEASTERLY FOR 0.35 OF A MILE TO THE CINCINNATI GAS AND
 JZ3235'ELECTRIC COMPANY TURKEY FOOT ROAD SUB-STATION ON THE RIGHT, CONTINUE
 JZ3235'NORTH EASTERLY ON STATE ROUTE 1303, TURKEY FOOT ROAD, FOR 0.35
 JZ3235'OF A MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JZ3235'THE 1966 AZIMUTH MARK IS 65 FEET NORTHEAST OF TELEPHONE POLE NO. 284,
 JZ3235'22 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 JZ3235'1303, TURKEY FOOT ROAD, 2.7 FEET EAST-NORTHEAST OF A METAL WITNESS
 JZ3235'POST AND SIGN, AND 2 FEET SOUTH OF A FENCE CORNER POST. IT IS
 JZ3235'KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN THE TOP OF A
 JZ3235'12-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 JZ3235'STAMPED I-275 T-5 1966.
 JZ3235
 JZ3235                          STATION RECOVERY (1970)
 JZ3235
 JZ3235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JZ3235'THE STATION WAS RECOVERED IN GOOD CONDITION. HOWEVER, THE MARK IS
 JZ3235'VERY CLOSE TO THE CONSTRUCTION LIMITS ALONG STATE ROUTE
 JZ3235'1303, TURKEY FOOT ROAD, AND COULD POSSIBLY BE DESTROYED. THE PROJECT
 JZ3235'ENGINEER ON THE JOB WILL TAKE EVERY PRECAUTION TO SAVE
 JZ3235'THE MARK. A NEW AZIMUTH MARK I-275 T-5 1966 NO. 2 1970 WAS SET IN THE
 JZ3235'EVENT THIS MARK SHOULD BE DESTROYED, BUT IT WILL NOT BE A
 JZ3235'POSITIONED POINT.
 JZ3235'
 JZ3235'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JZ3235'
 JZ3235'THE STATION IS LOCATED ABOUT 1.8 MILES EAST OF ERLANGER, ABOUT 0.35
 JZ3235'OF A MILE NORTHEAST OF THE CINCINNATI GAS AND ELECTRIC COMPANY
 JZ3235'TURKEY FOOT ROAD SUB-STATION, ABOUT 0.35 OF A MILE NORTHEAST OF THE
 JZ3235'NORTHWEST CORNER OF THE SUMMIT HILLS GOLF COURSE, AND ALONG THE
 JZ3235'NORTHWEST RIGHT-OF-WAY OF STATE ROUTE 1303.
 JZ3235'
 JZ3235'TO REACH THE STATION FROM THE INTERSECTIONS OF U. S. HIGHWAYS 25, 42
 JZ3235'AND 127 AND STATE ROUTE 236 IN ERLANGER, GO
 JZ3235'EAST-NORTHEASTERLY ON U.S. HIGHWAYS 25, 42 AND 127 FOR 1.1 MILES TO
 JZ3235'DUDLEY ROAD ON THE RIGHT. HERE TURN SHARP RIGHT ON DUDLEY ROAD
 JZ3235'AND GO SOUTHEASTERLY FOR 0.7 OF A MILE TO THE JUNCTION WITH STATE
 JZ3235'ROUTE 1303,TURKEY FOOT ROAD. HERE TURN LEFT ON STATE ROUTE 1303
 JZ3235'AND GO NORTHEASTERLY FOR 0.7 OF A MILE TO THE STATION ON THE LEFT AS
 JZ3235'DESCRIBED.
 JZ3235'
 JZ3235'THE STATION IS 65 FEET NORTHEAST OF TELEPHONE POLE NO. 284, 22 FEET
 JZ3235'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 1303,
 JZ3235'TURKEY FOOT ROAD, 2.7 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND
 JZ3235'SIGN, AND 2 FEET SOUTH OF A FENCE CORNER POST. IT IS A KENTUCKY
 JZ3235'DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH,
 JZ3235'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED I-275
 JZ3235'T-5 1966.
 JZ3235'
 JZ3235'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1.8 MILES
 JZ3235'EAST OF ERLANGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0482 ***********************************************************************
 JZ0482  DESIGNATION -  I275 T 6 AZ MK
 JZ0482  PID         -  JZ0482
 JZ0482  STATE/COUNTY-  KY/CAMPBELL
 JZ0482  USGS QUAD   -  NEWPORT (1987)
 JZ0482
 JZ0482                         *CURRENT SURVEY CONTROL
 JZ0482  ___________________________________________________________________
 JZ0482* NAD 83(1993)-  39 01 40.46087(N)    084 28 02.17602(W)     ADJUSTED  
 JZ0482* NAVD 88     -       264.064  (meters)     866.35   (feet)  ADJUSTED  
 JZ0482  ___________________________________________________________________
 JZ0482  X           -     478,365.101 (meters)                     COMP
 JZ0482  Y           -  -4,938,441.372 (meters)                     COMP
 JZ0482  Z           -   3,994,868.995 (meters)                     COMP
 JZ0482  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 JZ0482  ELLIP HEIGHT-         230.05  (meters)          (04/07/03) GPS OBS
 JZ0482  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0482  DYNAMIC HT  -         263.897 (meters)     865.80  (feet)  COMP
 JZ0482  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 JZ0482
 JZ0482  HORZ ORDER  -  FIRST
 JZ0482  VERT ORDER  -  SECOND    CLASS 0
 JZ0482  ELLP ORDER  -  THIRD     CLASS I
 JZ0482
 JZ0482.The horizontal coordinates were established by GPS observations
 JZ0482.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 JZ0482
 JZ0482.The orthometric height was determined by differential leveling
 JZ0482.and adjusted by the National Geodetic Survey in June 1991..
 JZ0482
 JZ0482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ0482
 JZ0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0482
 JZ0482.The ellipsoidal height was determined by GPS observations
 JZ0482.and is referenced to NAD 83.
 JZ0482
 JZ0482.The geoid height was determined by GEOID03.
 JZ0482
 JZ0482.The dynamic height is computed by dividing the NAVD 88
 JZ0482.geopotential number by the normal gravity value computed on the
 JZ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0482.degrees latitude (g = 980.6199 gals.).
 JZ0482
 JZ0482.The modeled gravity was interpolated from observed gravity values.
 JZ0482
 JZ0482;                    North         East     Units Scale Factor Converg.
 JZ0482;SPC KY1Z     - 1,299,836.058 1,611,082.931   MT  1.00010713   +0 47 15.2
 JZ0482;SPC KY1Z     - 4,264,545.47  5,285,694.58   sFT  1.00010713   +0 47 15.2
 JZ0482;SPC KY N     -   169,621.637   481,185.811   MT  1.00000988   -0 08 06.6
 JZ0482;SPC KY N     -   556,500.32  1,578,690.45   sFT  1.00000988   -0 08 06.6
 JZ0482;SPC OH S     -   115,966.712   429,670.455   MT  0.99995515   -1 14 53.8
 JZ0482;UTM  16      - 4,322,925.790   719,242.196   MT  1.00019191   +1 35 43.8
 JZ0482
 JZ0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0482!SPC KY1Z     -   0.99996391  x   1.00010713  =   1.00007103
 JZ0482!SPC KY N     -   0.99996391  x   1.00000988  =   0.99997379
 JZ0482!SPC OH S     -   0.99996391  x   0.99995515  =   0.99991906
 JZ0482!UTM  16      -   0.99996391  x   1.00019191  =   1.00015581
 JZ0482
 JZ0482|---------------------------------------------------------------------|
 JZ0482| PID    Reference Object                     Distance      Geod. Az  |
 JZ0482|                                                           dddmmss.s |
 JZ0482| DF4959 NKC 113                             376.888 METERS 00829     |
 JZ0482|---------------------------------------------------------------------|
 JZ0482
 JZ0482                          SUPERSEDED SURVEY CONTROL
 JZ0482
 JZ0482  NAD 83(1993)-  39 01 40.46159(N)    084 28 02.18233(W) AD(       ) 2
 JZ0482  NAD 83(1993)-  39 01 40.46795(N)    084 28 02.18867(W) AD(       ) 2
 JZ0482  NAD 83(1986)-  39 01 40.46479(N)    084 28 02.19242(W) AD(       ) 2
 JZ0482  NAD 27      -  39 01 40.24542(N)    084 28 02.40196(W) AD(       ) 2
 JZ0482  NAVD 88 (04/07/03)  264.06   (m)          866.3    (f) LEVELING    3  
 JZ0482  NGVD 29 (??/??/92)  264.30   (m)          867.1    (f) COMPUTED    2 0
 JZ0482
 JZ0482.Superseded values are not recommended for survey control.
 JZ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0482.See file dsdata.txt to determine how the superseded data were derived.
 JZ0482
 JZ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1924222926(NAD 83)
 JZ0482_MARKER: DD = SURVEY DISK
 JZ0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0482_SP_SET: CONCRETE POST
 JZ0482_STAMPING: I 275 T-6 1966
 JZ0482_MARK LOGO: KYHD  
 JZ0482_PROJECTION: RECESSED 8 CENTIMETERS
 JZ0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0482+STABILITY: SURFACE MOTION
 JZ0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0482+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 JZ0482
 JZ0482  HISTORY     - Date     Condition        Report By
 JZ0482  HISTORY     - 1966     MONUMENTED       KYHD
 JZ0482  HISTORY     - 1971     GOOD             NGS
 JZ0482  HISTORY     - 1971     GOOD             NGS
 JZ0482  HISTORY     - 19861102 GOOD             NGS
 JZ0482  HISTORY     - 19871102 GOOD             NGS
 JZ0482  HISTORY     - 20020614 GOOD             WOOLPT
 JZ0482
 JZ0482                          STATION DESCRIPTION
 JZ0482
 JZ0482'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 JZ0482'STATION IS LOCATED ABOUT 2 MILES SOUTH OF FORT THOMAS AND ABOUT 1
 JZ0482'MILE SOUTHWEST OF HIGHLAND HEIGHTS.  IT IS LOCATED IN THE BACK
 JZ0482'
 JZ0482'AZIMUTH MARK IS ABOUT 0.2 MILE WEST OF STATION, ABOUT 0.05 MILE WEST
 JZ0482'OF A GRAVEL DRIVE LEADING SOUTHWEST, 16 FEET SOUTH OF THE CENTER OF
 JZ0482'JOHNS HILL ROAD, 10 FEET EAST OF FIRE HYDRANT, 3-1/2 FEET EAST OF
 JZ0482'POWER POLE AND 2 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.
 JZ0482'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I-275 T-6 1966.
 JZ0482'
 JZ0482'TO REACH AZIMUTH MARK FROM STATION, CONTINUE WEST ON JOHNS HILL ROAD
 JZ0482'FOR 0.2 MILE TO TOP OF GRADE AND MARK ON LEFT.
 JZ0482
 JZ0482                          STATION RECOVERY (1971)
 JZ0482
 JZ0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JZ0482'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 JZ0482'
 JZ0482'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JZ0482'
 JZ0482'THE MARK IS ABOUT 2 MILES SOUTH OF FT. THOMAS, ABOUT 1.2 MILES
 JZ0482'SOUTHWEST OF HIGHLAND HEIGHTS, AND 0.2 OF A MILE WEST OF THE
 JZ0482'I-275 T-6 TRAVERSE STATION SITE.
 JZ0482'
 JZ0482'TO REACH THE MARK FROM THE POST OFFICE IN HIGHLAND HEIGHTS, GO
 JZ0482'SOUTHERLY ON U. S. HIGHWAY 27 FOR 0.25 OF A MILE TO STATE ROUTE
 JZ0482'1998 (JOHNS HILL ROAD) ON THE RIGHT.  HERE TURN RIGHT AND GO WESTERLY
 JZ0482'ON STATE ROUTE 1998 FOR 0.95 OF A MILE TO THE MARK ON THE LEFT.
 JZ0482'
 JZ0482'THE MARK IS ACROSS THE HIGHWAY SOUTH FROM THE JAMES KEEN NO. 525
 JZ0482'MAILBOX, 16 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 JZ0482'1998, 10 FEET EAST OF A FIRE HYDRANT AND WATER VALVE, 3.6 FEET EAST
 JZ0482'OF A GUYED POWERLINE POLE, AND 1.9 FEET NORTHEAST OF A METAL
 JZ0482'WITNESS POST AND SIGN.  IT IS A STANDARD KENTUCKY DEPARTMENT OF
 JZ0482'HIGHWAYS DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 JZ0482'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED I-275 T-6 1966.
 JZ0482'
 JZ0482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1.2 MILES
 JZ0482'SW. OF HIGHLAND HEIGHTS.
 JZ0482
 JZ0482                          STATION RECOVERY (1971)
 JZ0482
 JZ0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JZ0482'1.2 MI SW FROM HIGHLAND HEIGHTS.
 JZ0482'ABOUT 0.25 OF A MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE POST
 JZ0482'OFFICE IN HIGHLAND HEIGHTS, TO STATE ROUTE 1998 (JOHNS HILL
 JZ0482'ROAD) ON THE RIGHT, THENCE WEST ALONG STATE ROUTE 1998 FOR 0.95
 JZ0482'OF A MILE TO THE MARK ON THE LEFT AS DESCRIBED.  IT IS ABOUT
 JZ0482'0.2 OF A MILE WEST OF THE I-275 T-6 1966 TRAVERSE STATION SITE,
 JZ0482'ACROSS THE HIGHWAY SOUTH FROM THE JAMES KEENE 525 MAILBOX, 16
 JZ0482'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 1998, 10
 JZ0482'FEET EAST OF A FIRE HYDRANT AND WATER VALVE, 3.6 FEET EAST OF
 JZ0482'A GUYED POWERLINE POLE, AND 1.9 FEET NORTHEAST OF A METAL
 JZ0482'WITNESS POST AND SIGN.  A STANDARD KENTUCKY DEPARTMENT OF HIGHWAYS
 JZ0482'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 JZ0482'THAT PROJECTS 1 INCH AND THE DISK IS STAMPED I-275 T-6 1966.
 JZ0482
 JZ0482                          STATION RECOVERY (1986)
 JZ0482
 JZ0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DAC)
 JZ0482'THE STATION WAS RECOVERED IN GOOD CONDITION.  STATION I 275 T6 1966 KY
 JZ0482'HD HAS BEEN DESTROYED AND THIS AZ MK NOW SERVES FOR STATION I 275 T6 2
 JZ0482'1986.  A NEW DESCRIPTION FOLLOW.
 JZ0482'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SE OF CINCINATTI 1 KM
 JZ0482'(0.60 MI) SW OF HIGHLAND HEIGHTS NEAR THE SW EDGE OF THE CAMPUS OF
 JZ0482'NORTHERN KENTUCKY UNIVERSITY (NKU) AT THE N EDGE OF A FIELD ON THE S
 JZ0482'SIDE OF JOHNS HILL ROAD.  TO REACH FROM THE MAIN ENTRANCE TO NKU AT
 JZ0482'THE JUNCTION OF NUNN DRIVE AND JOHNS HILL ROAD GO 0.2 MI (0.3 KM) W ON
 JZ0482'JOHNS HILL ROAD TO THE MARK ON THE LEFT.  THIS PLACE IS 0.3 MILES (0.5
 JZ0482'KM) EAST OF THE JOHNS HILL ROAD BRIDGE OVER INTERSTATE 275.
 JZ0482'THE STATION IS A STANDARD KY HD AZ MK DISK STAMPED--I 275 T6 1966--
 JZ0482'AND SET IN A 10 INCH SQUARE FLUSH CONCRETE MONUMENT.  IT IS ABOUT 120
 JZ0482'FT (36.6 M) S OF THE SE CORNER OF HOUSE NUMBER 529 28 FT (8.5 M) SW OF
 JZ0482'THE JUNCTION OF JOHNS HILL ROAD AND AN ENTRANCE DRIVE TO NKU 22 FT
 JZ0482'(6.7 M) W OF THE PROJECTED CENTERLINE OF THE DRIVE 18 FT (5.5 M) S OF
 JZ0482'THE CENTERLINE OF THE ROAD 10.2 FT (3.1 M) E OF A FIRE HYDRANT 6.2 FT
 JZ0482'(1.9 M) E OF UTILITY POLE NUMBER CA 22537 AND 1.5 N OF A STEEL WITNESS
 JZ0482'POST.
 JZ0482
 JZ0482                          STATION RECOVERY (1987)
 JZ0482
 JZ0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JZ0482'ABOUT 1 KM (0.60 MI) SOUTHWEST OF HIGHLAND HEIGHTS, NEAR THE SOUTHWEST
 JZ0482'EDGE OF THE CAMPUS OF NORTHERN KENTUCKY UNIVERSITY (NKU), AT THE
 JZ0482'NORTH EDGE OF A FIELD ON THE SOUTH SIDE OF JOHNS HILL ROAD.  FROM THE
 JZ0482'MAIN ENTRANCE OF NKU AT THE JUNCTION OF JOHNS HILL ROAD AND NUMM
 JZ0482'DRIVE, GO 0.3 KM (0.20 MI) WEST ON JOHNS HILL ROAD TO THE MARK ON THE
 JZ0482'LEFT.  THIS PLACE IS 0.5 KM (0.30 MI) EAST OF THE JOHNS HILL ROAD
 JZ0482'BRIDGE OVER INTERSTATE 275, A STANDARD KY HD AZ MARK DISK AND IS
 JZ0482'LOCATED ABOUT 120 FEET (36.6 M) SOUTH OF THE SOUTHEAST CORNER OF
 JZ0482'HOUSE NUMBER 529, 28 FEET (8.5 M) SOUTHWEST OF THE JUNCTION OF JOHNS
 JZ0482'HILL ROAD AND AN ENTRANCE DRIVE TO NKU, 22 FEET (6.7 M) WEST OF THE
 JZ0482'PROJECTED CENTERLINE OF THE DRIVE, 18 FEET (5.5 M) SOUTH OF THE
 JZ0482'CENTERLINE OF THE ROAD, 10.2 FEET (3.1 M) EAST OF A FIRE HYDRANT AND
 JZ0482'6.2 FEET (1.9 M) EAST OF UTILITY POLE NUMBER CA 22537, SET INTO THE
 JZ0482'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JZ0482
 JZ0482                          STATION RECOVERY (2002)
 JZ0482
 JZ0482'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 JZ0482'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JZ0482' 
 JZ0482'--ADDITIONAL TIES--THE STATION IS 18.0 FEET SOUTH OF THE CENTERLINE OF
 JZ0482'JOHNS HILL ROAD, 22.0
 JZ0482'FEET WEST OF THE CENTERLINE OF MEADOW TRAIL DRIVE, 10.2 FEET EAST OF A
 JZ0482'FIRE HYDRANT, 6.2
 JZ0482'FEET EAST OF UTILITY POLE --CA22537--, AND 0.95 FEET NORTH OF A METAL
 JZ0482'POST PROJECTING 2.5
 JZ0482'FEET.
 JZ0482' 
 JZ0482'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 JZ0482'THE HORIZON ARE,
 JZ0482'UTILITY POLE APPROXIMATELY 100 FEET EAST EXTENDING 40 DEGREES ABOVE
 JZ0482'THE HORIZON, A PINE
 JZ0482'GROVE APPROXIMATELY 50 FEET SOUTHWEST EXTENDING 20 DEGREES ABOVE THE
 JZ0482'HORIZON, AND
 JZ0482'DESCRIBED UTILITY POLE EXTENDING 80 DEGREES ABOVE THE HORIZON.
 JZ0482' 
 JZ0482'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0481 ***********************************************************************
 JZ0481  DESIGNATION -  I275 T 6 RM 2
 JZ0481  PID         -  JZ0481
 JZ0481  STATE/COUNTY-  KY/CAMPBELL
 JZ0481  USGS QUAD   -  NEWPORT (1987)
 JZ0481
 JZ0481                         *CURRENT SURVEY CONTROL
 JZ0481  ___________________________________________________________________
 JZ0481* NAD 83(1986)-  39 01 41.     (N)    084 28 00.     (W)     SCALED    
 JZ0481* NAVD 88     -       274.973  (meters)     902.14   (feet)  ADJUSTED  
 JZ0481  ___________________________________________________________________
 JZ0481  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0481  DYNAMIC HT  -         274.799 (meters)     901.57  (feet)  COMP
 JZ0481  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 JZ0481
 JZ0481  VERT ORDER  -  SECOND    CLASS 0
 JZ0481
 JZ0481.The horizontal coordinates were scaled from a topographic map and have
 JZ0481.an estimated accuracy of +/- 6 seconds.
 JZ0481
 JZ0481.The orthometric height was determined by differential leveling
 JZ0481.and adjusted by the National Geodetic Survey in June 1991..
 JZ0481
 JZ0481.The geoid height was determined by GEOID03.
 JZ0481
 JZ0481.The dynamic height is computed by dividing the NAVD 88
 JZ0481.geopotential number by the normal gravity value computed on the
 JZ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0481.degrees latitude (g = 980.6199 gals.).
 JZ0481
 JZ0481.The modeled gravity was interpolated from observed gravity values.
 JZ0481
 JZ0481;                    North         East    Units  Estimated Accuracy
 JZ0481;SPC KY1Z     - 1,299,850.    1,611,140.      MT  (+/- 180 meters Scaled)
 JZ0481
 JZ0481                          SUPERSEDED SURVEY CONTROL
 JZ0481
 JZ0481  NGVD 29 (??/??/92)  275.20   (m)          902.9    (f) COMPUTED    2 0
 JZ0481
 JZ0481.Superseded values are not recommended for survey control.
 JZ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0481.See file dsdata.txt to determine how the superseded data were derived.
 JZ0481
 JZ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ192229(NAD 83)
 JZ0481_MARKER: DD = SURVEY DISK
 JZ0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0481_STAMPING: I-275 T-6 NO 2 1966
 JZ0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0481+STABILITY: SURFACE MOTION
 JZ0481
 JZ0481  HISTORY     - Date     Condition        Report By
 JZ0481  HISTORY     - 1966     MONUMENTED       KYHD
 JZ0481  HISTORY     - 1971     GOOD             NGS
 JZ0481  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 JZ0481
 JZ0481                          STATION DESCRIPTION
 JZ0481
 JZ0481'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (EB)
 JZ0481'STATION IS LOCATED ABOUT 2 MILES SOUTH OF FORT THOMAS AND ABOUT 1
 JZ0481'MILE SOUTHWEST OF HIGHLAND HEIGHTS.  IT IS LOCATED IN THE BACK
 JZ0481'YARD NEAR A ONE STORY ASBESTOS SIDING HOUSE.
 JZ0481'
 JZ0481'REFERENCE MARK NO. 2 IS 100 FEET WEST OF THE
 JZ0481'SOUTHWEST CORNER OF HOUSE, 71 FEET NORTH OF THE CENTER OF JOHNS
 JZ0481'HILL ROAD AND 1 FOOT EAST OF WIRE FENCE.  THE MARK PROJECTS 1 INCH
 JZ0481'AND THE DISK IS STAMPED I-275 T-6 NO. 2 1966.
 JZ0481'
 JZ0481'TO REACH THE STATION FROM THE POST OFFICE IN HIGHLAND HEIGHTS, GO
 JZ0481'SOUTH ON U. S. HIGHWAY 27 FOR 0.25 MILE TO JOHNS HILL ROAD RIGHT.
 JZ0481'TURN RIGHT ONTO JOHNS HILL ROAD AND GO WEST FOR 0.75 MILE TO TOP OF
 JZ0481'HILL AND MARK.
 JZ0481
 JZ0481                          STATION RECOVERY (1971)
 JZ0481
 JZ0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JZ0481'1 MI SW FROM HIGHLAND HEIGHTS.
 JZ0481'THIS MARK IS LOCATED AT THE I-275 T-6 1966 TRAVERSE STATION
 JZ0481'SITE, 172 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 JZ0481'ROAD, 137.02 FEET SOUTHWEST OF I275-T6 1966, 115.85 FEET
 JZ0481'SOUTH-SOUTHWEST OF I275-T6 NO. 3, 68 FEET NORTH OF THE APPROXIMATE
 JZ0481'CENTER OF STATE ROUTE 1998, 52 FEET NORTH-NORTHWEST OF A UTILITY
 JZ0481'POLE, 1.2 FEET EAST OF A WOVEN WIRE FENCE, AND 0.8 OF A FOOT
 JZ0481'SOUTH OF A METAL WITNESS POST AND SIGN.  A STANDARD KENTUCKY
 JZ0481'DEPARTMENT OF HIGHWAYS DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 JZ0481'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED I-275 T-6 NO. 2
 JZ0481'1966.
 JZ0481
 JZ0481                          STATION RECOVERY (1982)
 JZ0481
 JZ0481'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 JZ0481'REFERENCE MARK NO. 2 DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0479 ***********************************************************************
 JZ0479  DESIGNATION -  I275 T 6 RM 3
 JZ0479  PID         -  JZ0479
 JZ0479  STATE/COUNTY-  KY/CAMPBELL
 JZ0479  USGS QUAD   -  NEWPORT (1987)
 JZ0479
 JZ0479                         *CURRENT SURVEY CONTROL
 JZ0479  ___________________________________________________________________
 JZ0479* NAD 83(1986)-  39 01 41.     (N)    084 28 00.     (W)     SCALED    
 JZ0479* NAVD 88     -       275.38   (+/-2cm)     903.5    (feet)  VERTCON   
 JZ0479  ___________________________________________________________________
 JZ0479  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0479
 JZ0479  VERT ORDER  -  THIRD (See Below)
 JZ0479
 JZ0479.The horizontal coordinates were scaled from a topographic map and have
 JZ0479.an estimated accuracy of +/- 6 seconds.
 JZ0479
 JZ0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ0479.The vertical order pertains to the NGVD 29 superseded value.
 JZ0479
 JZ0479.The geoid height was determined by GEOID03.
 JZ0479
 JZ0479;                    North         East    Units  Estimated Accuracy
 JZ0479;SPC KY1Z     - 1,299,850.    1,611,140.      MT  (+/- 180 meters Scaled)
 JZ0479
 JZ0479                          SUPERSEDED SURVEY CONTROL
 JZ0479
 JZ0479  NGVD 29 (10/08/05)  275.60   (m)          904.2    (f) RESET       3  
 JZ0479
 JZ0479.Superseded values are not recommended for survey control.
 JZ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0479.See file dsdata.txt to determine how the superseded data were derived.
 JZ0479
 JZ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ192229(NAD 83)
 JZ0479_MARKER: DD = SURVEY DISK
 JZ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0479_STAMPING: I-275 T-6 1966 NO 3 1971
 JZ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0479+STABILITY: SURFACE MOTION
 JZ0479
 JZ0479  HISTORY     - Date     Condition        Report By
 JZ0479  HISTORY     - 1971     MONUMENTED       NGS
 JZ0479
 JZ0479                          STATION DESCRIPTION
 JZ0479
 JZ0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JZ0479'1 MI SW FROM HIGHLAND HEIGHTS.
 JZ0479'THIS MARK IS AT THE I-275 T-6 1966 TRAVERSE STATION SITE, 168
 JZ0479'FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 1998, 148
 JZ0479'FEET NORTH OF A UTILITY POLE, 137 FEET WEST OF THE APPROXIMATE
 JZ0479'CENTER OF A GRAVELED ROAD, 115.85 FEET NORTH-NORTHEAST OF
 JZ0479'I275-T6 NO. 2, 59.56 FEET WEST-NORTHWEST OF I275-T6, 44 FEET
 JZ0479'WEST OF A 10-INCH MAPLE TREE, AND 0.8 OF A FOOT SOUTH OF A
 JZ0479'METAL WITNESS POST AND SIGN.  A STANDARD KENTUCKY DEPARTMENT OF
 JZ0479'HIGHWAYS DISK SET IN THE TOP OF A 12-INCH SQUARE, FLUSH, CONCRETE
 JZ0479'MONUMENT AND THE DISK IS STAMPED I-275 T-3 1966 NO. 3 1971.
 JZ0479'NOTE-- AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM BENCH MARK
 JZ0479'I275-T6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3113 ***********************************************************************
 JZ3113  DESIGNATION -  I275 T 7
 JZ3113  PID         -  JZ3113
 JZ3113  STATE/COUNTY-  KY/CAMPBELL
 JZ3113  USGS QUAD   -  NEWPORT (1987)
 JZ3113
 JZ3113                         *CURRENT SURVEY CONTROL
 JZ3113  ___________________________________________________________________
 JZ3113* NAD 83(1993)-  39 02 36.31139(N)    084 27 46.21465(W)     ADJUSTED  
 JZ3113* NAVD 88     -       249.7    (meters)     819.     (feet)  VERTCON   
 JZ3113  ___________________________________________________________________
 JZ3113  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 JZ3113  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3113
 JZ3113  HORZ ORDER  -  SECOND
 JZ3113
 JZ3113.The horizontal coordinates were established by classical geodetic methods
 JZ3113.and adjusted by the National Geodetic Survey in April 1998..
 JZ3113
 JZ3113.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3113
 JZ3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3113
 JZ3113.The geoid height was determined by GEOID03.
 JZ3113
 JZ3113;                    North         East     Units Scale Factor Converg.
 JZ3113;SPC KY1Z     - 1,301,563.679 1,611,443.104   MT  1.00011263   +0 47 25.0
 JZ3113;SPC KY1Z     - 4,270,213.50  5,286,876.25   sFT  1.00011263   +0 47 25.0
 JZ3113;SPC KY N     -   171,343.064   481,573.720   MT  1.00001257   -0 07 56.6
 JZ3113;SPC KY N     -   562,148.04  1,579,963.11   sFT  1.00001257   -0 07 56.6
 JZ3113;SPC OH S     -   117,680.181   430,091.706   MT  0.99995351   -1 14 43.7
 JZ3113;UTM  16      - 4,324,658.463   719,577.991   MT  1.00019372   +1 35 55.8
 JZ3113
 JZ3113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3113!SPC KY1Z     -   0.99996617  x   1.00011263  =   1.00007880
 JZ3113!SPC KY N     -   0.99996617  x   1.00001257  =   0.99997874
 JZ3113!SPC OH S     -   0.99996617  x   0.99995351  =   0.99991968
 JZ3113!UTM  16      -   0.99996617  x   1.00019372  =   1.00015988
 JZ3113
 JZ3113:                Primary Azimuth Mark                     Grid Az
 JZ3113:SPC KY1Z     -  FT THOMAS ROSSFORD AV TANK               003 49 17.3
 JZ3113:SPC KY N     -  FT THOMAS ROSSFORD AV TANK               004 44 38.9
 JZ3113:SPC OH S     -  FT THOMAS ROSSFORD AV TANK               005 51 26.0
 JZ3113:UTM  16      -  FT THOMAS ROSSFORD AV TANK               003 00 46.5
 JZ3113
 JZ3113|---------------------------------------------------------------------|
 JZ3113| PID    Reference Object                     Distance      Geod. Az  |
 JZ3113|                                                           dddmmss.s |
 JZ3113| JZ3108 FT THOMAS ROSSFORD AV TANK          APPROX. 5.8 KM 0043642.3 |
 JZ3113| JZ3111 FORT THOMAS MUNICIPAL TANK          APPROX. 4.4 KM 0173706.4 |
 JZ3113| JZ3106 HIGHLAND HTS MUNICIPAL TANK         APPROX. 1.9 KM 1761716.3 |
 JZ3113| AI7056 I275 T 7 RM 1                        22.736 METERS 23112     |
 JZ3113| AI7067 I275 T 7 RM 2                         9.015 METERS 31636     |
 JZ3113|---------------------------------------------------------------------|
 JZ3113
 JZ3113                          SUPERSEDED SURVEY CONTROL
 JZ3113
 JZ3113  NAD 83(1993)-  39 02 36.31764(N)    084 27 46.22119(W) AD(       ) 2
 JZ3113  NAD 83(1986)-  39 02 36.31480(N)    084 27 46.22497(W) AD(       ) 2
 JZ3113  NAD 27      -  39 02 36.09516(N)    084 27 46.43448(W) AD(       ) 2
 JZ3113  NGVD 29 (07/19/86)  249.9    (m)          820.     (f) VERT ANG       
 JZ3113
 JZ3113.Superseded values are not recommended for survey control.
 JZ3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3113.See file dsdata.txt to determine how the superseded data were derived.
 JZ3113
 JZ3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1957824658(NAD 83)
 JZ3113_MARKER: DD = SURVEY DISK
 JZ3113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3113_MARK LOGO: KYHD  
 JZ3113_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3113
 JZ3113  HISTORY     - Date     Condition        Report By
 JZ3113  HISTORY     - 1966     MONUMENTED       KYHD
 JZ3113  HISTORY     - 19860615 GOOD             NGS
 JZ3113
 JZ3113                          STATION DESCRIPTION
 JZ3113
 JZ3113'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (EB)
 JZ3113'STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF FORT THOMAS AND ABOUT
 JZ3113'3/4 MILE NORTHWEST OF HIGHLAND HEIGHTS.  IT IS 18 FEET SOUTHEAST
 JZ3113'OF THE CENTER OF THREE MILE ROAD, 8 FEET SOUTH OF A FIRE HYDRANT, 3
 JZ3113'FEET WEST OF A TELEPHONE POLE AND 2-1/2 FEET WEST OF METAL
 JZ3113'WITNESS POST AND SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JZ3113'STAMPED I-275 T-7 1966.
 JZ3113'
 JZ3113'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION, 69 FEET EAST AND ACROSS
 JZ3113'ROAD FROM A FENCE CORNER, 61 FEET NORTHEAST OF THE SOUTHEAST END
 JZ3113'OF PIPE CULVERT UNDER ROAD AND 15 FEET SOUTHEAST OF THE CENTER OF
 JZ3113'THREE MILE ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JZ3113'I-275 T-7 NO. 1 1966.
 JZ3113'
 JZ3113'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, 32 FEET NORTHWEST AND
 JZ3113'ACROSS ROAD FROM A TELEPHONE POLE AND 11 FEET NORTHWEST OF THE
 JZ3113'CENTER OF THREE MILE ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK
 JZ3113'IS STAMPED I-275 T-7 NO. 2 1966.
 JZ3113'
 JZ3113'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 27 AND STATE
 JZ3113'HIGHWAY NO. 1120 IN FORT THOMAS, GO SOUTH ON U. S. HIGHWAY 27
 JZ3113'FOR 0.65 MILE TO THREE MILE ROAD RIGHT AT THE SOUTH SIDE OF ST.
 JZ3113'STEPHENS CEMETERY.  TURN RIGHT ONTO THREE MILE ROAD AND GO
 JZ3113'SOUTHWEST FOR 1.3 MILES TO TOP OF GRADE AND STATION ON LEFT.
 JZ3113'
 JZ3113'NO AZIMUTH MARK SET AT THIS STATION.  STATION THOMAS 2, I-275 T-6,
 JZ3113'FORT THOMAS, ROSSFORD AVENUE WATER TANK, FORT THOMAS, LUMLEY AVENUE
 JZ3113'WATER TANK AND HIGHLAND HEIGHTS MUNICIPAL WATER TANK MAY BE USED AS
 JZ3113'AZIMUTH MARK.
 JZ3113'
 JZ3113'STATION, UNDERGROUND, AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 JZ3113'HIGHWAYS SURVEY DISKS SET IN CONCRETE.
 JZ3113'
 JZ3113'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 JZ3113
 JZ3113                          STATION RECOVERY (1986)
 JZ3113
 JZ3113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DAC)
 JZ3113'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO RM 1 AND
 JZ3113'RM 2 CHECKED EXCEPT THE DISTANCE TO RM 1 WHICH WAS LONGER BY 0.023
 JZ3113'METERS.  (0.075 FT) THE STATION AND BOTH RMS ARE SCHEDULED TO BE
 JZ3113'DESTROYED BY DEVELOPMENT IN 1987.  A TRAVERSE TIE WAS MADE TO I 275 T
 JZ3113'6 2 1986 AND THE MARKS AT THIS STATION WERE LEFT INTACT.  STATION I
 JZ3113'275 T 6 2 1986 WILL SERVE AS THE REPLACEMENT FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3107 ***********************************************************************
 JZ3107  DESIGNATION -  I275 T 8
 JZ3107  PID         -  JZ3107
 JZ3107  STATE/COUNTY-  KY/CAMPBELL
 JZ3107  USGS QUAD   -  NEWPORT (1987)
 JZ3107
 JZ3107                         *CURRENT SURVEY CONTROL
 JZ3107  ___________________________________________________________________
 JZ3107* NAD 83(1993)-  39 03 52.52023(N)    084 26 13.25626(W)     ADJUSTED  
 JZ3107* NAVD 88     -       160.5    (meters)     527.     (feet)  VERTCON   
 JZ3107  ___________________________________________________________________
 JZ3107  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 JZ3107  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3107
 JZ3107  HORZ ORDER  -  SECOND
 JZ3107
 JZ3107.The horizontal coordinates were established by classical geodetic methods
 JZ3107.and adjusted by the National Geodetic Survey in April 1998..
 JZ3107
 JZ3107.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3107
 JZ3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3107
 JZ3107.The geoid height was determined by GEOID03.
 JZ3107
 JZ3107;                    North         East     Units Scale Factor Converg.
 JZ3107;SPC KY1Z     - 1,303,944.987 1,613,645.551   MT  1.00012026   +0 48 22.0
 JZ3107;SPC KY1Z     - 4,278,026.18  5,294,102.11   sFT  1.00012026   +0 48 22.0
 JZ3107;SPC KY N     -   173,688.363   483,813.994   MT  1.00001635   -0 06 58.8
 JZ3107;SPC KY N     -   569,842.57  1,587,313.08   sFT  1.00001635   -0 06 58.8
 JZ3107;SPC OH S     -   119,981.383   432,376.968   MT  0.99995139   -1 13 44.7
 JZ3107;UTM  16      - 4,327,070.836   721,746.771   MT  1.00020550   +1 36 57.0
 JZ3107
 JZ3107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3107!SPC KY1Z     -   0.99998016  x   1.00012026  =   1.00010042
 JZ3107!SPC KY N     -   0.99998016  x   1.00001635  =   0.99999651
 JZ3107!SPC OH S     -   0.99998016  x   0.99995139  =   0.99993155
 JZ3107!UTM  16      -   0.99998016  x   1.00020550  =   1.00018566
 JZ3107
 JZ3107|---------------------------------------------------------------------|
 JZ3107| PID    Reference Object                     Distance      Geod. Az  |
 JZ3107|                                                           dddmmss.s |
 JZ3107| CF2896 I275 T 8 RM 1                        11.481 METERS 10007     |
 JZ3107| JZ3117 I275 T 8 AZ MK                      APPROX. 1.4 KM 1640006.2 |
 JZ3107| CF2897 I275 T 8 RM 2                         7.723 METERS 18610     |
 JZ3107|---------------------------------------------------------------------|
 JZ3107
 JZ3107                          SUPERSEDED SURVEY CONTROL
 JZ3107
 JZ3107  NAD 83(1993)-  39 03 52.52655(N)    084 26 13.26321(W) AD(       ) 2
 JZ3107  NAD 83(1986)-  39 03 52.52407(N)    084 26 13.26669(W) AD(       ) 2
 JZ3107  NAD 27      -  39 03 52.30271(N)    084 26 13.47882(W) AD(       ) 2
 JZ3107  NGVD 29 (07/19/86)  160.7    (m)          527.     (f) VERT ANG       
 JZ3107
 JZ3107.Superseded values are not recommended for survey control.
 JZ3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3107.See file dsdata.txt to determine how the superseded data were derived.
 JZ3107
 JZ3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2174727071(NAD 83)
 JZ3107_MARKER: DD = SURVEY DISK
 JZ3107_SETTING: 0 = UNSPECIFIED SETTING
 JZ3107
 JZ3107  HISTORY     - Date     Condition        Report By
 JZ3107  HISTORY     - 1966     MONUMENTED       KYHD
 JZ3107
 JZ3107                          STATION DESCRIPTION
 JZ3107
 JZ3107'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (EB)
 JZ3107'STATION IS LOCATED ABOUT 3/4 MILE EAST OF FORT THOMAS AND ABOUT 3/4
 JZ3107'MILE NORTH OF BRENT COMMUNITY.  IT IS ON THE WEST SIDE OF THE
 JZ3107'C AND O RAILROAD NEAR BLOCK SIGNAL NO. 654.4, 53 FEET EAST OF THE
 JZ3107'CENTER OF STATE HIGHWAY NO. 8, 44 FEET WEST OF THE WEST RAIL
 JZ3107'OF SOUTH BOUND TRACK, 30 FEET SOUTHWEST OF A RAILROAD COMMUNICATION
 JZ3107'POLE AND 3 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.  THE
 JZ3107'MARK IS SET IN THE TOP OF CONCRETE PROJECTING 2 INCHES AND STAMPED
 JZ3107'I-275 T-8 1966.
 JZ3107'
 JZ3107'REFERENCE MARK NO. 1 IS EAST OF STATION, 10 FEET WEST OF THE WEST
 JZ3107'RAIL OF SOUTH BOUND TRACK.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 JZ3107'REFERENCE MARK DISK SET IN DRILL HOLE IN THE NORTHWEST CONCRETE BASE
 JZ3107'OF BLOCK SIGNAL NO. 654.4 AND STAMPED I-275 T-8 NO. 1 1966.
 JZ3107'
 JZ3107'REFERENCE MARK NO. 2 IS SOUTH OF STATION, ABOUT 51 FEET WEST OF THE
 JZ3107'WEST RAIL OF SOUTH BOUND TRACK, 46 FEET EAST OF THE CENTER OF
 JZ3107'STATE HIGHWAY NO. 8.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE
 JZ3107'MARK DISK SET IN TOP OF CONCRETE CYLINDER PROJECTING 2 INCHES
 JZ3107'AND STAMPED I-275 T-8 NO. 2 1966.
 JZ3107'
 JZ3107'AZIMUTH MARK IS ABOUT 0.9 MILE SOUTHEAST OF STATION, AT THE NORTHWEST
 JZ3107'RIGHT OF WAY OF UNDERGROUND PIPE LINE AND APPROXIMATELY 400
 JZ3107'FEET SOUTHWEST OF STATE HIGHWAY NO. 8 AT BRENT.  2 FEET SOUTHEAST OF
 JZ3107'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 JZ3107'AZIMUTH MARK DISK SET IN TOP OF CONCRETE CYLINDER PROJECTING 3 INCHES
 JZ3107'AND STAMPED I-275 T-8 1966.
 JZ3107'
 JZ3107'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1120 AND 445
 JZ3107'IN FORT THOMAS, GO SOUTHEAST ON STATE HIGHWAY 445 (RIVER ROAD)
 JZ3107'FOR 1.1 MILES TO JUNCTION WITH STATE HIGHWAY NO. 8 AT BRENT.  (*)
 JZ3107'TURN LEFT AND GO NORTH ON HIGHWAY NO. 8 FOR 0.7 MILE TO STATION
 JZ3107'ON RIGHT BETWEEN HIGHWAY AND RAILROAD.
 JZ3107'
 JZ3107'(*) TO REACH AZIMUTH MARK FROM THIS POINT, TURN RIGHT ON STATE
 JZ3107'HIGHWAY 8 AND GO SOUTHEAST FOR 0.15 MILE TO A PIPE LINE
 JZ3107'CROSSING.  FROM HERE WALK SOUTHWEST (UPHILL) ALONG PIPE LINE FOR
 JZ3107'APPROXIMATELY 400 FEET TO MARK AT NORTHWEST RIGHT OF WAY.
 JZ3107'
 JZ3107'STATION, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 JZ3107'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET.
 JZ3107'
 JZ3107'HEIGHT OF LIGHT ABOVE STATION MARK - 1.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3117 ***********************************************************************
 JZ3117  DESIGNATION -  I275 T 8 AZ MK
 JZ3117  PID         -  JZ3117
 JZ3117  STATE/COUNTY-  KY/CAMPBELL
 JZ3117  USGS QUAD   -  NEWPORT (1987)
 JZ3117
 JZ3117                         *CURRENT SURVEY CONTROL
 JZ3117  ___________________________________________________________________
 JZ3117* NAD 83(1993)-  39 03 09.36128(N)    084 25 57.38634(W)     ADJUSTED  
 JZ3117* NAVD 88     -       186.5    (meters)     612.     (feet)  VERTCON   
 JZ3117  ___________________________________________________________________
 JZ3117  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 JZ3117  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3117
 JZ3117  HORZ ORDER  -  SECOND
 JZ3117
 JZ3117.The horizontal coordinates were established by classical geodetic methods
 JZ3117.and adjusted by the National Geodetic Survey in April 1998..
 JZ3117
 JZ3117.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3117
 JZ3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3117
 JZ3117.The geoid height was determined by GEOID03.
 JZ3117
 JZ3117;                    North         East     Units Scale Factor Converg.
 JZ3117;SPC KY1Z     - 1,302,619.407 1,614,045.878   MT  1.00011592   +0 48 31.8
 JZ3117;SPC KY1Z     - 4,273,677.17  5,295,415.52   sFT  1.00011592   +0 48 31.8
 JZ3117;SPC KY N     -   172,356.646   484,192.890   MT  1.00001419   -0 06 48.9
 JZ3117;SPC KY N     -   565,473.43  1,588,556.17   sFT  1.00001419   -0 06 48.9
 JZ3117;SPC OH S     -   118,642.644   432,729.909   MT  0.99995258   -1 13 34.6
 JZ3117;UTM  16      - 4,325,750.928   722,165.824   MT  1.00020780   +1 37 05.5
 JZ3117
 JZ3117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3117!SPC KY1Z     -   0.99997608  x   1.00011592  =   1.00009200
 JZ3117!SPC KY N     -   0.99997608  x   1.00001419  =   0.99999027
 JZ3117!SPC OH S     -   0.99997608  x   0.99995258  =   0.99992867
 JZ3117!UTM  16      -   0.99997608  x   1.00020780  =   1.00018388
 JZ3117
 JZ3117:                Primary Azimuth Mark                     Grid Az
 JZ3117:SPC KY1Z     -  I275 T 8                                 343 11 44.4
 JZ3117:SPC KY N     -  I275 T 8                                 344 07 05.1
 JZ3117:SPC OH S     -  I275 T 8                                 345 13 50.8
 JZ3117:UTM  16      -  I275 T 8                                 342 23 10.7
 JZ3117
 JZ3117|---------------------------------------------------------------------|
 JZ3117| PID    Reference Object                     Distance      Geod. Az  |
 JZ3117|                                                           dddmmss.s |
 JZ3117| JZ3107 I275 T 8                            APPROX. 1.4 KM 3440016.2 |
 JZ3117|---------------------------------------------------------------------|
 JZ3117
 JZ3117                          SUPERSEDED SURVEY CONTROL
 JZ3117
 JZ3117  NAD 83(1993)-  39 03 09.36770(N)    084 25 57.39323(W) AD(       ) 2
 JZ3117  NAD 83(1986)-  39 03 09.36501(N)    084 25 57.39663(W) AD(       ) 2
 JZ3117  NAD 27      -  39 03 09.14324(N)    084 25 57.60991(W) AD(       ) 2
 JZ3117  NGVD 29 (07/19/86)  186.7    (m)          613.     (f) VERT ANG       
 JZ3117
 JZ3117.Superseded values are not recommended for survey control.
 JZ3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3117.See file dsdata.txt to determine how the superseded data were derived.
 JZ3117
 JZ3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2216625751(NAD 83)
 JZ3117_MARKER: DZ = AZIMUTH MARK DISK
 JZ3117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3117_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3117+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2005
 JZ3117
 JZ3117  HISTORY     - Date     Condition        Report By
 JZ3117  HISTORY     - 1966     MONUMENTED       KYHD
 JZ3117  HISTORY     - 20051222 GOOD             INDIV
 JZ3117
 JZ3117                          STATION DESCRIPTION
 JZ3117
 JZ3117'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (EB)
 JZ3117'STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF FORT THOMAS, AT BRENT
 JZ3117'COMMUNITY.  IT IS APPROXIMATELY 400 FEET SOUTHWEST OF STATE
 JZ3117'HIGHWAY NO. 8, AT THE NORTHWEST RIGHT OF WAY OF UNDERGROUND PIPE LINE
 JZ3117'AND 2 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 JZ3117'DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF CONCRETE
 JZ3117'CYLINDER PROJECTING 3 INCHES AND STAMPED I-275 T-8 1966.
 JZ3117'
 JZ3117'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1120 AND 445
 JZ3117'IN FORT THOMAS, GO SOUTHEAST ON STATE HIGHWAY NO. 445 (RIVER
 JZ3117'ROAD) FOR 1.1 MILES TO JUNCTION WITH STATE HIGHWAY NO. 8.  TURN RIGHT
 JZ3117'ONTO STATE HIGHWAY 8 AND CONTINUE SOUTHEAST FOR 0.15 MILE TO A PIPE
 JZ3117'LINE CROSSING.  FROM THIS POINT, WALK SOUTHWEST (UPHILL) FOR
 JZ3117'APPROXIMATELY 400 FEET TO MARK AT NORTHWEST RIGHT OF WAY OF
 JZ3117'PIPE LINE.
 JZ3117'
 JZ3117'HEIGHT OF LIGHT ABOVE STATION MARK - 1.27 METERS.
 JZ3117
 JZ3117                          STATION RECOVERY (2005)
 JZ3117
 JZ3117'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BMW)
 JZ3117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3110 ***********************************************************************
 JZ3110  DESIGNATION -  I275 T 9
 JZ3110  PID         -  JZ3110
 JZ3110  STATE/COUNTY-  KY/CAMPBELL
 JZ3110  USGS QUAD   -  NEWPORT (1987)
 JZ3110
 JZ3110                         *CURRENT SURVEY CONTROL
 JZ3110  ___________________________________________________________________
 JZ3110* NAD 83(1993)-  39 06 10.61085(N)    084 26 33.57273(W)     ADJUSTED  
 JZ3110* NAVD 88     -       162.3    (meters)     532.     (feet)  VERTCON   
 JZ3110  ___________________________________________________________________
 JZ3110  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 JZ3110  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3110
 JZ3110  HORZ ORDER  -  SECOND
 JZ3110
 JZ3110.The horizontal coordinates were established by classical geodetic methods
 JZ3110.and adjusted by the National Geodetic Survey in April 1998..
 JZ3110
 JZ3110.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3110
 JZ3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3110
 JZ3110.The geoid height was determined by GEOID03.
 JZ3110
 JZ3110;                    North         East     Units Scale Factor Converg.
 JZ3110;SPC KY1Z     - 1,308,196.703 1,613,097.450   MT  1.00013443   +0 48 09.6
 JZ3110;SPC KY1Z     - 4,291,975.35  5,292,303.88   sFT  1.00013443   +0 48 09.6
 JZ3110;SPC KY N     -   177,947.894   483,334.467   MT  1.00002356   -0 07 11.4
 JZ3110;SPC KY N     -   583,817.38  1,585,739.83   sFT  1.00002356   -0 07 11.4
 JZ3110;SPC OH S     -   124,249.124   431,980.280   MT  0.99994790   -1 13 57.6
 JZ3110;UTM  16      - 4,331,314.700   721,138.548   MT  1.00020218   +1 36 49.0
 JZ3110
 JZ3110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3110!SPC KY1Z     -   0.99997988  x   1.00013443  =   1.00011431
 JZ3110!SPC KY N     -   0.99997988  x   1.00002356  =   1.00000344
 JZ3110!SPC OH S     -   0.99997988  x   0.99994790  =   0.99992778
 JZ3110!UTM  16      -   0.99997988  x   1.00020218  =   1.00018206
 JZ3110
 JZ3110:                Primary Azimuth Mark                     Grid Az
 JZ3110:SPC KY1Z     -  ALMS PARK                                048 02 24.1
 JZ3110:SPC KY N     -  ALMS PARK                                048 57 45.1
 JZ3110:SPC OH S     -  ALMS PARK                                050 04 31.3
 JZ3110:UTM  16      -  ALMS PARK                                047 13 44.7
 JZ3110
 JZ3110|---------------------------------------------------------------------|
 JZ3110| PID    Reference Object                     Distance      Geod. Az  |
 JZ3110|                                                           dddmmss.s |
 JZ3110| JZ3103 ALMS PARK                           APPROX. 1.5 KM 0485033.7 |
 JZ3110| CF2898 I275 T 9 RM 1                         8.549 METERS 18016     |
 JZ3110| CF2899 I275 T 9 RM 2                         8.992 METERS 27317     |
 JZ3110|---------------------------------------------------------------------|
 JZ3110
 JZ3110                          SUPERSEDED SURVEY CONTROL
 JZ3110
 JZ3110  NAD 83(1993)-  39 06 10.61704(N)    084 26 33.58000(W) AD(       ) 2
 JZ3110  NAD 83(1986)-  39 06 10.61476(N)    084 26 33.58334(W) AD(       ) 2
 JZ3110  NAD 27      -  39 06 10.39704(N)    084 26 33.79518(W) AD(       ) 2
 JZ3110  NGVD 29 (07/19/86)  162.5    (m)          533.     (f) VERT ANG       
 JZ3110
 JZ3110.Superseded values are not recommended for survey control.
 JZ3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3110.See file dsdata.txt to determine how the superseded data were derived.
 JZ3110
 JZ3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2113931315(NAD 83)
 JZ3110_MARKER: DD = SURVEY DISK
 JZ3110_SETTING: 0 = UNSPECIFIED SETTING
 JZ3110
 JZ3110  HISTORY     - Date     Condition        Report By
 JZ3110  HISTORY     - 1966     MONUMENTED       KYHD
 JZ3110
 JZ3110                          STATION DESCRIPTION
 JZ3110
 JZ3110'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (EB)
 JZ3110'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF DAYTON, ON THE WEST
 JZ3110'SIDE OF THE C AND O RAILROAD.  IT IS APPROXIMATELY 350 FEET NORTH OF
 JZ3110'MILE POST NO. 657, APPROXIMATELY 65 FEET NORTH OF A STONE MASONARY
 JZ3110'BOX CULVERT UNDER RAILROAD, 32 FEET SOUTHWEST OF THE WEST RAIL OF
 JZ3110'SOUTH BOUND TRACK, 15 FEET SOUTHEAST OF AN 8 INCH HACKBERRY TREE, 2
 JZ3110'FEET NORTHEAST OF METAL WITNESS POST AND SIGN AND ABOUT 4 FEET
 JZ3110'HIGHER THAN TRACKS.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK
 JZ3110'SET IN TOP OF CONCRETE PROJECTING 3 INCHES AND STAMPED I-275 T-9
 JZ3110'1966.
 JZ3110'
 JZ3110'REFERENCE MARK NO. 1 IS SOUTH OF STATION, 45 FEET SOUTHWEST OF THE
 JZ3110'WEST RAIL OF SOUTH BOUND TRACK, 16 FEET WEST OF A 30 INCH
 JZ3110'HACKBERRY TREE AND 9 FEET WEST OF A SANITARY SEWER MANHOLE.  A
 JZ3110'KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET
 JZ3110'IN TOP OF CONCRETE CYLINDER PROJECTING 3 INCHES AND STAMPED I-275 T-9
 JZ3110'NO. 1 1966.
 JZ3110'
 JZ3110'REFERENCE MARK NO. 2 IS WEST OF STATION, ABOUT 57 FEET SOUTHWEST OF
 JZ3110'THE WEST RAIL OF SOUTH BOUND TRACK, 15 FEET SOUTH OF A 12
 JZ3110'INCH ASH TREE AND 9 FEET WEST OF AN 8 INCH LOCUST TREE.  A KENTUCKY
 JZ3110'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE
 JZ3110'CYLINDER PROJECTING 3 INCHES AND STAMPED I-275 T-9 NO. 2 1966.
 JZ3110'
 JZ3110'TO REACH THE STATION FROM THE JUNCTION OF CLAY STREET AND FOURTH
 JZ3110'STREET (STATE HIGHWAY NO. 8) IN DAYTON, GO SOUTHEAST ON STATE
 JZ3110'HIGHWAY NO. 8 FOR 1.9 MILES TO A LARGE STONE MASONARY BOX CULVERT
 JZ3110'UNDER RAILROAD ON THE RIGHT AND STATION ON RIGHT ON THE WEST
 JZ3110'SIDE OF RAILROAD.
 JZ3110'
 JZ3110'NO AZIMUTH MARK SET AT THIS STATION.  STATION GLASS AND STATION ALMS
 JZ3110'PARK MAY BE USED AS AZIMUTH MARKS.
 JZ3110'
 JZ3110'STATION, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 JZ3110'HIGHWAYS SURVEY DISKS SET.
 JZ3110'
 JZ3110'HEIGHT OF LIGHT ABOVE STATION MARK - 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0483 ***********************************************************************
 JZ0483  DESIGNATION -  I275 TBM NO 1
 JZ0483  PID         -  JZ0483
 JZ0483  STATE/COUNTY-  KY/CAMPBELL
 JZ0483  USGS QUAD   -  NEWPORT (1987)
 JZ0483
 JZ0483                         *CURRENT SURVEY CONTROL
 JZ0483  ___________________________________________________________________
 JZ0483* NAD 83(1986)-  39 01 38.     (N)    084 28 35.     (W)     SCALED    
 JZ0483* NAVD 88     -       253.071  (meters)     830.28   (feet)  ADJUSTED  
 JZ0483  ___________________________________________________________________
 JZ0483  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0483  DYNAMIC HT  -         252.910 (meters)     829.76  (feet)  COMP
 JZ0483  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 JZ0483
 JZ0483  VERT ORDER  -  SECOND    CLASS 0
 JZ0483
 JZ0483.The horizontal coordinates were scaled from a topographic map and have
 JZ0483.an estimated accuracy of +/- 6 seconds.
 JZ0483
 JZ0483.The orthometric height was determined by differential leveling
 JZ0483.and adjusted by the National Geodetic Survey in June 1991..
 JZ0483
 JZ0483.The geoid height was determined by GEOID03.
 JZ0483
 JZ0483.The dynamic height is computed by dividing the NAVD 88
 JZ0483.geopotential number by the normal gravity value computed on the
 JZ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0483.degrees latitude (g = 980.6199 gals.).
 JZ0483
 JZ0483.The modeled gravity was interpolated from observed gravity values.
 JZ0483
 JZ0483;                    North         East    Units  Estimated Accuracy
 JZ0483;SPC KY1Z     - 1,299,750.    1,610,290.      MT  (+/- 180 meters Scaled)
 JZ0483
 JZ0483                          SUPERSEDED SURVEY CONTROL
 JZ0483
 JZ0483  NGVD 29 (??/??/92)  253.30   (m)          831.0    (f) COMPUTED    2 0
 JZ0483
 JZ0483.Superseded values are not recommended for survey control.
 JZ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0483.See file dsdata.txt to determine how the superseded data were derived.
 JZ0483
 JZ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ184228(NAD 83)
 JZ0483_MARKER: S = SPIKE
 JZ0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0483_SP_SET: MAPLE TREE ROOT
 JZ0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0483
 JZ0483  HISTORY     - Date     Condition        Report By
 JZ0483  HISTORY     - UNK      MONUMENTED       PAS
 JZ0483  HISTORY     - 1966     GOOD             PAS
 JZ0483
 JZ0483                          STATION DESCRIPTION
 JZ0483
 JZ0483'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ0483'2 MI SW FROM HIGHLAND HEIGHTS.
 JZ0483'0.25 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE IN
 JZ0483'HIGHLAND HEIGHTS, THENCE, ABOUT 0.9 MILE WEST ALONG JOHNS HILL
 JZ0483'ROAD, THENCE, ABOUT 0.8 MILE SOUTHWEST ALONG A GRAVEL DRIVE
 JZ0483'TO MISS ISABELLE SCHWITZERS RESIDENCE, 39 FEET WEST OF THE
 JZ0483'SOUTHWEST CORNER OF HOUSE, 31 FEET NORTHEAST OF THE NORTHWEST
 JZ0483'CORNER OF CONCRETE BLOCK BUILDING AND 40 FEET SOUTHEAST OF THE
 JZ0483'CENTER OF DRIVE.  A RAILROAD SPIKE DRIVEN FLUSH IN THE NORTHWEST
 JZ0483'ROOT OF A 24 INCH MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC6003 ***********************************************************************
 AC6003  SACS        -  This is a Secondary Airport Control Station.
 AC6003  DESIGNATION -  I28 A
 AC6003  PID         -  AC6003
 AC6003  STATE/COUNTY-  KY/GREENUP
 AC6003  USGS QUAD   -  IRONTON (1987)
 AC6003
 AC6003                         *CURRENT SURVEY CONTROL
 AC6003  ___________________________________________________________________
 AC6003* NAD 83(1993)-  38 33 12.32572(N)    082 43 52.80145(W)     ADJUSTED  
 AC6003* NAVD 88     -       165.49   (meters)     542.9    (feet)  GPS OBS   
 AC6003  ___________________________________________________________________
 AC6003  X           -     631,912.215 (meters)                     COMP
 AC6003  Y           -  -4,954,342.407 (meters)                     COMP
 AC6003  Z           -   3,953,751.491 (meters)                     COMP
 AC6003  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AC6003  ELLIP HEIGHT-         132.61  (meters)          (01/09/97) GPS OBS
 AC6003  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 AC6003
 AC6003  HORZ ORDER  -  FIRST
 AC6003  ELLP ORDER  -  SECOND    CLASS I
 AC6003
 AC6003.This mark is at Ashland-Boyd County Airport (DWU)
 AC6003
 AC6003.The horizontal coordinates were established by GPS observations
 AC6003.and adjusted by the National Geodetic Survey in January 1997..
 AC6003
 AC6003.The orthometric height was determined by GPS observations and a
 AC6003.high-resolution geoid model.
 AC6003
 AC6003.GPS derived orthometric heights for airport stations designated as
 AC6003.PACS or SACS are published to 2 decimal places.  This maintains
 AC6003.centimeter relative accuracy between the PACS and SACS.  It does
 AC6003.not indicate centimeter accuracy relative to other marks which are
 AC6003.part of the NAVD 88 network.
 AC6003
 AC6003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6003
 AC6003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6003
 AC6003.The ellipsoidal height was determined by GPS observations
 AC6003.and is referenced to NAD 83.
 AC6003
 AC6003.The geoid height was determined by GEOID03.
 AC6003
 AC6003;                    North         East     Units Scale Factor Converg.
 AC6003;SPC KY1Z     - 1,250,653.088 1,763,079.443   MT  0.99997467   +1 51 12.0
 AC6003;SPC KY1Z     - 4,103,184.34  5,784,369.81   sFT  0.99997467   +1 51 12.0
 AC6003;SPC KY N     -   118,018.798   632,368.680   MT  0.99996321   +0 56 41.0
 AC6003;SPC KY N     -   387,200.01  2,074,696.24   sFT  0.99996321   +0 56 41.0
 AC6003;UTM  17      - 4,268,642.269   349,137.779   MT  0.99988028   -1 04 45.3
 AC6003
 AC6003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6003!SPC KY1Z     -   0.99997919  x   0.99997467  =   0.99995386
 AC6003!SPC KY N     -   0.99997919  x   0.99996321  =   0.99994240
 AC6003!UTM  17      -   0.99997919  x   0.99988028  =   0.99985948
 AC6003
 AC6003                          SUPERSEDED SURVEY CONTROL
 AC6003
 AC6003.No superseded survey control is available for this station.
 AC6003
 AC6003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC4913868642(NAD 83)
 AC6003_MARKER: DD = SURVEY DISK
 AC6003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6003_STAMPING: I28 A 1995
 AC6003_MARK LOGO: NGS   
 AC6003_PROJECTION: FLUSH
 AC6003_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AC6003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC6003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6003+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1996
 AC6003_ROD/PIPE-DEPTH: 1.0  meters
 AC6003
 AC6003  HISTORY     - Date     Condition        Report By
 AC6003  HISTORY     - 1995     MONUMENTED       LOWE
 AC6003  HISTORY     - 19960907 GOOD             NGS
 AC6003
 AC6003                          STATION DESCRIPTION
 AC6003
 AC6003'DESCRIBED BY LOWE ENGINEERS 1995 (GRP)
 AC6003'THE STATION IS LOCATED ABOUT 13 KM (8.05 MI) NORTHWEST OF ASHLAND AND
 AC6003'ABOUT 9.7 KM (6.00 MI) EAST OF GREENUP, 1.6 KM (1.00 MI) EAST OF U.S.
 AC6003'HIGHWAY 23 AND AT THE ASHLAND-BOYD COUNTY AIRPORT, AIRPORT MANAGER IS
 AC6003'RANDY BROWN, PHONE 606-836-1162.  TO REACH THE STATION FROM THE
 AC6003'JUNCTION OF U.S.  HIGHWAY 23 AND STATE ROAD 750 IN RACELAND, KY., GO
 AC6003'NORTH 0.8 KM) ON STATE ROAD 750 (POND RUN ROAD) , GOING UNDER TWO
 AC6003'NARROW RAILROAD UNDERPASSES TO FIRST PAVED ROAD LEFT.  TURN LEFT AND
 AC6003'GO 0.16 KM (0.10 MI) NORTHWEST ON CENTER STREET TO A T ROAD AND THE
 AC6003'WORTHINGTON ELEMENTARY SCHOOL DIRECTLY AHEAD.  TURN LEFT AND GO 0.89
 AC6003'KM (0.55 MI) WEST ON SCOTT STREET TO AIRPORT ENTRANCE ON RIGHT.  TURN
 AC6003'RIGHT AND GO 0.24 KM (0.15 MI) NORTH THROUGH A CHAIN LINK FENCE TO
 AC6003'FUELING RAMP, CONTINUE NORTH TO TAXIWAY.  TURN RIGHT AND GO 0.48 KM
 AC6003'(0.30 MI) EAST TO STATION ON LEFT BETWEEN TAXIWAY AND RUNWAY.  THE
 AC6003'STATION IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO THE
 AC6003'TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC
 AC6003'PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AC6003'CONCRETE ARE SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS
 AC6003'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS 59.4 M (194.9 FT)
 AC6003'EAST FROM THE INSIDE NORTH CORNER OF THE SOUTHERN MOST OF TWO VASI
 AC6003'LIGHTS.  20.3 M (66.6 FT) SOUTH FROM EDGE OF RUNWAY.  19.5 M (64.0 FT)
 AC6003'NORTH FROM THE EDGE OF THE TAXIWAY.  15.2 M (49.9 FT) WEST FROM THE
 AC6003'CENTER OF THE WESTERN SIDE OF A 4X4 FOOT CONCRETE DROP INLET.  THIS
 AC6003'STATION IS A SECONDARY AIRPORT CONTROL STATION.
 AC6003
 AC6003                          STATION RECOVERY (1996)
 AC6003
 AC6003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AC6003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW) .  RECOVERED AS
 AC6003'DESCRIBED WITH CHANGES AND NEW TO REACH FOLLOWING.  THE STATION IS
 AC6003'LOCATED ABOUT 13 KM (8.05 MI) NORTHWEST OF ASHLAND, ABOUT 10 KM (6.20
 AC6003'MI) EAST OF GREENUP, AND ABOUT 1.6 KM (1.00 MI) NORTHEAST OF U.S.
 AC6003'ROUTE 23 AT THE ASHLAND-BOYD COUNTY AIRPORT.  AIRPORT MANAGER RANDY
 AC6003'BROWN, 501 SCOTT STREET, WORTHINGTON KY 41183.  PHONE 606-836-1162. TO
 AC6003'REACH THE STATION FROM THE JUNCTION OF U.S.  ROUTE 23 AND THE
 AC6003'NORTHWEST TERMINUS OF STATE ROUTE 750 (POND RUN ROAD) , GO NORTH THEN
 AC6003'NORTHWEST THEN NORTH AGAIN ON POND RUN ROAD FOR A TOTAL OF 0.9 KM
 AC6003'(0.55 MI) PASSING GREENUP AVENUE (OLD U.S.  23) AND THE INITIAL POINT
 AC6003'OF STATE ROUTE 244 AT 0.16 KM (0.10 MI) , AND PASSING UNDER THREE
 AC6003'RAILROAD BRIDGES TO A PAVED STREET LEFT AFTER THE THIRD BRIDGE AND AT
 AC6003'THE END OF POND RUN ROAD (S.R.  244 CONTINUES AHEAD RIGHT ON STEWART
 AC6003'STREET) .  TURN LEFT AND GO WEST THEN NORTHWEST ON CENTER STREET FOR
 AC6003'0.16 KM (0.10 MI) TO THE TERMINUS OF CENTER STREET AND THE WORTHINGTON
 AC6003'ELEMENTARY SCHOOL AHEAD.  TURN LEFT AND GO WEST THEN NORTHWEST FOR 0.9
 AC6003'KM (0.55 MI) ON SCOTT STREET TO THE GENERAL AVIATION GATE TO THE
 AC6003'AIRPORT ON RIGHT.  TURN RIGHT AND GO NORTHERLY FOR 0.08 KM (0.05 MI)
 AC6003'BEARING LEFT THROUGH A PARKING AREA TO A GATE AHEAD AND THE AIRPORT
 AC6003'OFFICE ON RIGHT.  PASS THROUGH THE GATE AND CONTINUE AHEAD NORTHERLY
 AC6003'FOR 0.05 MI (0.08 KM) TO A PARALLEL TAXIWAY.  TURN RIGHT AND GO EAST
 AC6003'FOR 0.48 KM (0.30 MI) TO THE STATION ON LEFT. 1995 TIES ADEQUATE WITH
 AC6003'FOLLOWING CORRECTIONS AND ADDITIONS.  THE FENO PIPE IS WITHIN A 12 CM
 AC6003'(5 IN) PVC PIPE WITH NGS LOGO CAP.  THE STATION IS LOCATED 35.5 M
 AC6003'(116.5 FT) SOUTH OF THE RUNWAY CENTER, 49.0 M (160.8 FT) WEST
 AC6003'SOUTHWEST OF A TAXI SIGN CENTER, AND 14.6 M (47.9 FT) WEST FROM THE
 AC6003'SOUTHWEST CONCRETE CORNER OF A 1.0 M (3.3 FT) BY 1.3 M (4.3 FT)
 AC6003'CATCHBASIN. THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5102 ***********************************************************************
 AC5102  SACS        -  This is a Secondary Airport Control Station.
 AC5102  DESIGNATION -  I39 A
 AC5102  PID         -  AC5102
 AC5102  STATE/COUNTY-  KY/MADISON
 AC5102  USGS QUAD   -  RICHMOND SOUTH (1987)
 AC5102
 AC5102                         *CURRENT SURVEY CONTROL
 AC5102  ___________________________________________________________________
 AC5102* NAD 83(1993)-  37 38 07.15362(N)    084 19 56.14538(W)     ADJUSTED  
 AC5102* NAVD 88     -       294.51   (meters)     966.2    (feet)  GPS OBS   
 AC5102  ___________________________________________________________________
 AC5102  X           -     499,471.450 (meters)                     COMP
 AC5102  Y           -  -5,032,731.615 (meters)                     COMP
 AC5102  Z           -   3,873,629.117 (meters)                     COMP
 AC5102  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AC5102  ELLIP HEIGHT-         262.78  (meters)          (01/09/97) GPS OBS
 AC5102  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 AC5102
 AC5102  HORZ ORDER  -  FIRST
 AC5102  ELLP ORDER  -  FOURTH    CLASS I
 AC5102
 AC5102.This mark is at Madison Airport (I39)
 AC5102
 AC5102.The horizontal coordinates were established by GPS observations
 AC5102.and adjusted by the National Geodetic Survey in January 1997..
 AC5102
 AC5102.The orthometric height was determined by GPS observations and a
 AC5102.high-resolution geoid model.
 AC5102
 AC5102.GPS derived orthometric heights for airport stations designated as
 AC5102.PACS or SACS are published to 2 decimal places.  This maintains
 AC5102.centimeter relative accuracy between the PACS and SACS.  It does
 AC5102.not indicate centimeter accuracy relative to other marks which are
 AC5102.part of the NAVD 88 network.
 AC5102
 AC5102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5102
 AC5102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5102
 AC5102.The ellipsoidal height was determined by GPS observations
 AC5102.and is referenced to NAD 83.
 AC5102
 AC5102.The geoid height was determined by GEOID03.
 AC5102
 AC5102;                    North         East     Units Scale Factor Converg.
 AC5102;SPC KY1Z     - 1,145,448.232 1,625,121.869   MT  0.99991375   +0 52 13.6
 AC5102;SPC KY1Z     - 3,758,024.74  5,331,754.00   sFT  0.99991375   +0 52 13.6
 AC5102;SPC KY S     -   645,427.842   625,127.670   MT  0.99995918   +0 51 35.3
 AC5102;SPC KY S     - 2,117,541.18  2,050,939.70   sFT  0.99995918   +0 51 35.3
 AC5102;UTM  16      - 4,168,702.054   735,397.146   MT  1.00028258   +1 37 47.1
 AC5102
 AC5102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5102!SPC KY1Z     -   0.99995877  x   0.99991375  =   0.99987252
 AC5102!SPC KY S     -   0.99995877  x   0.99995918  =   0.99991795
 AC5102!UTM  16      -   0.99995877  x   1.00028258  =   1.00024133
 AC5102
 AC5102                          SUPERSEDED SURVEY CONTROL
 AC5102
 AC5102.No superseded survey control is available for this station.
 AC5102
 AC5102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3539768702(NAD 83)
 AC5102_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5102_SETTING: 66 = SET IN ROCK OUTCROP
 AC5102_STAMPING: I39 A 1995
 AC5102_MARK LOGO: NGS   
 AC5102_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5102+STABILITY: POSITION/ELEVATION WELL
 AC5102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5102+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1996
 AC5102
 AC5102  HISTORY     - Date     Condition        Report By
 AC5102  HISTORY     - 1995     MONUMENTED       LOWE
 AC5102  HISTORY     - 19960820 GOOD             NGS
 AC5102
 AC5102                          STATION DESCRIPTION
 AC5102
 AC5102'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5102'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) SOUTH OF RICHMOND AND 6.4
 AC5102'KM (3.95 MI) NORTH OF BEREA AT THE MADISON COUNTY AIRPORT.  PHONE
 AC5102'NUMBER 606-986-2413.  TO REACH THE STATION FROM INTERSTATE I-75
 AC5102'OVERPASS AND THE EASTERN BY-PASS AT EXIT 87 IN BEREA, GO EAST ON THE
 AC5102'EASTERN BY-PASS 4.43 KM (2.75 MI) TO THE INTERSECTION OF U.S.
 AC5102'HIGHWAYS 25 AND 421.  TURN RIGHT AND GO SOUTH FOR 5.71 KM (3.55 MI) TO
 AC5102'THE FORK WHERE U.S. HIGHWAYS 25 AND 421 SPLIT.  CONTINUE SOUTH ON U.S.
 AC5102'HIGHWAY 25 FOR 6.28 KM (3.90 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT
 AC5102'AND GO WEST ON STATE ROAD 1983 FOR 4.18 KM (2.60 MI) PASSING OVER A
 AC5102'BRIDGE, UNDER A ONE LANE RAIL ROAD CROSSING AND ACROSS INTERSTATE
 AC5102'I-75.  IMMEDIATLY AFTER CROSSING INTERSTATE I-75 THERE IS A PAVED ROAD
 AC5102'LEFT.  TURN LEFT ON AIRPORT DRIVE AND GO 0.80 KM (0.50 MI) TO THE
 AC5102'AIRPORT OFFICE AHEAD AND GATE ON THE RIGHT.  FROM THE AIRPORT OFFICE
 AC5102'PASS THROUGH THE GATE AND GO WEST ACROSS APRON 252.0 M (826.8 FT) TO
 AC5102'THE INTERSECTION OF THE RUNWAY.  TURN RIGHT AND GO NORTH 0.64 KM (0.40
 AC5102'MI) ALONG THE RUNWAY TO THE FIRST SET OF VASI LIGHTS AND STATION ON
 AC5102'RIGHT.  THE STATION IS A BRONZE DISK SET IN A DRILL HOLE IN A 30X12
 AC5102'FOOT EXPOSED ROCK OUTCROP.  STATION IS 55.17 M (181.00 FT) SOUTHEAST
 AC5102'FROM THE FIRST RUNWAY LIGHT NORTH OF THE VASI LIGHTS.  46.76 M (153.41
 AC5102'FT) EAST-NORTHEAST FROM FIRST RUNWAY LIGHT SOUTH OF VASI LIGHTS.
 AC5102'44.87 M (147.21 FT) DUE EAST FROM EAST EDGE OF RUNWAY.  28.35 M (93.01
 AC5102'FT) DUE EAST FROM CENTER OF THREE VASI LIGHTS.  THIS STATION IS A
 AC5102'SECONDARY AIRPORT CONTROL STATION.
 AC5102
 AC5102                          STATION RECOVERY (1996)
 AC5102
 AC5102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC5102'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5103 ***********************************************************************
 AC5103  SACS        -  This is a Secondary Airport Control Station.
 AC5103  DESIGNATION -  I39 B
 AC5103  PID         -  AC5103
 AC5103  STATE/COUNTY-  KY/MADISON
 AC5103  USGS QUAD   -  BEREA (1993)
 AC5103
 AC5103                         *CURRENT SURVEY CONTROL
 AC5103  ___________________________________________________________________
 AC5103* NAD 83(1993)-  37 37 23.94191(N)    084 19 51.80980(W)     ADJUSTED  
 AC5103* NAVD 88     -       307.95   (meters)    1010.3    (feet)  GPS OBS   
 AC5103  ___________________________________________________________________
 AC5103  X           -     499,658.642 (meters)                     COMP
 AC5103  Y           -  -5,033,541.200 (meters)                     COMP
 AC5103  Z           -   3,872,582.209 (meters)                     COMP
 AC5103  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AC5103  ELLIP HEIGHT-         276.27  (meters)          (01/09/97) GPS OBS
 AC5103  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 AC5103
 AC5103  HORZ ORDER  -  FIRST
 AC5103  ELLP ORDER  -  FOURTH    CLASS I
 AC5103
 AC5103.This mark is at Madison Airport (I39)
 AC5103
 AC5103.The horizontal coordinates were established by GPS observations
 AC5103.and adjusted by the National Geodetic Survey in January 1997..
 AC5103
 AC5103.The orthometric height was determined by GPS observations and a
 AC5103.high-resolution geoid model.
 AC5103
 AC5103.GPS derived orthometric heights for airport stations designated as
 AC5103.PACS or SACS are published to 2 decimal places.  This maintains
 AC5103.centimeter relative accuracy between the PACS and SACS.  It does
 AC5103.not indicate centimeter accuracy relative to other marks which are
 AC5103.part of the NAVD 88 network.
 AC5103
 AC5103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5103
 AC5103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5103
 AC5103.The ellipsoidal height was determined by GPS observations
 AC5103.and is referenced to NAD 83.
 AC5103
 AC5103.The geoid height was determined by GEOID03.
 AC5103
 AC5103;                    North         East     Units Scale Factor Converg.
 AC5103;SPC KY1Z     - 1,144,117.881 1,625,248.402   MT  0.99991465   +0 52 16.2
 AC5103;SPC KY1Z     - 3,753,660.08  5,332,169.13   sFT  0.99991465   +0 52 16.2
 AC5103;SPC KY S     -   644,097.408   625,253.962   MT  0.99995810   +0 51 37.9
 AC5103;SPC KY S     - 2,113,176.25  2,051,354.04   sFT  0.99995810   +0 51 37.9
 AC5103;UTM  16      - 4,167,373.006   735,541.346   MT  1.00028342   +1 37 48.2
 AC5103
 AC5103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5103!SPC KY1Z     -   0.99995665  x   0.99991465  =   0.99987130
 AC5103!SPC KY S     -   0.99995665  x   0.99995810  =   0.99991475
 AC5103!UTM  16      -   0.99995665  x   1.00028342  =   1.00024006
 AC5103
 AC5103                          SUPERSEDED SURVEY CONTROL
 AC5103
 AC5103.No superseded survey control is available for this station.
 AC5103
 AC5103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3554167373(NAD 83)
 AC5103_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5103_SETTING: 66 = SET IN ROCK OUTCROP
 AC5103_STAMPING: I39 B 1995
 AC5103_MARK LOGO: NGS   
 AC5103_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5103+STABILITY: POSITION/ELEVATION WELL
 AC5103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5103+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5103
 AC5103  HISTORY     - Date     Condition        Report By
 AC5103  HISTORY     - 1995     MONUMENTED       LOWE
 AC5103  HISTORY     - 19960820 GOOD             NGS
 AC5103
 AC5103                          STATION DESCRIPTION
 AC5103
 AC5103'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5103'THE STATION IS LOCATED ABOUT 16.01 KM (9.95 MI) SOUTH OF RICHMOND AND
 AC5103'ABOUT 6.44 KM (4.00 MI) NORTH OF BEREA AT THE MADISON COUNTY AIRPORT,
 AC5103'TELEPHONE NUMBER 606-986-2413.  TO REACH THE STATION FROM THE
 AC5103'INTERSTATE 75 OVERPASS AND THE EASTERN BY-PASS AT EXIT 87 IN BEREA, GO
 AC5103'EAST ON THE EASTERN BY-PASS 4.43 KM (2.75 MI) TO THE INTERSECTION OF
 AC5103'U.S.  HIGHWAYS 25 AND 421.  TURN RIGHT AND GO SOUTH 5.71 KM (3.55 MI)
 AC5103'TO THE FORK WHERE U.S.  HIGHWAYS 25 AND 421 SPLIT.  CONTINUE SOUTH ON
 AC5103'U.S.  HIGHWAY 25 6.28 KM (3.90 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT
 AC5103'AND GO WEST ON STATE ROAD 1983 FOR 4.2 KM (2.60 MI) PASSING OVER A
 AC5103'BRIDGE, UNDER A ONE LANE RAIL ROAD CROSSING AND ACROSS INTERSTATE
 AC5103'I-75.  IMMEDIATLY AFTER CROSSING INTERSTATE 75 THERE IS A PAVED ROAD
 AC5103'LEFT, TURN LEFT ON AIRPORT DRIVE AND GO 0.80 KM (0.50 MI) TO THE
 AC5103'AIRPORT OFFICE AHEAD AND GATE ON THE RIGHT.  FROM THE AIRPORT OFFICE
 AC5103'PASS THROUGH THE GATE AND GO WEST ACROSS APRON 252.0 M (826.8 FT) TO
 AC5103'THE INTERSECTION OF THE RUNWAY.  TURN LEFT AND GO SOUTH 0.72 KM (0.45
 AC5103'MI) GOING PAST THE END OF THE RUNWAY TO THE STATION AT THE TOP OF THE
 AC5103'HILL ON A GAS LINE EASEMENT.  THE STATION IS A BRONZE DISK SET IN A
 AC5103'DRILL HOLE IN A 1X1 FOOT EXPOSED ROCK OUTCROP.  STATION IS 27.13 M
 AC5103'(89.01 FT) DUE NORTH FROM A ORANGE AND WHITE GAS LINE EASEMENT MARKER.
 AC5103'16.46 M (54.00 FT) NORTH-NORTHEAST FROM A ORANGE AND WHITE GAS LINE
 AC5103'EASEMENT MARKER. 3.72 M (12.20 FT) EAST FROM A ORANGE AND WHITE GAS
 AC5103'LINE EASEMENT MARKER.  AND EAST FROM THE CENTERLINE OF THE RUNWAY
 AC5103'EXTENDED.  THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
 AC5103
 AC5103                          STATION RECOVERY (1996)
 AC5103
 AC5103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC5103'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0477 ***********************************************************************
 JZ0477  DESIGNATION -  I471 L 1
 JZ0477  PID         -  JZ0477
 JZ0477  STATE/COUNTY-  KY/CAMPBELL
 JZ0477  USGS QUAD   -  NEWPORT (1987)
 JZ0477
 JZ0477                         *CURRENT SURVEY CONTROL
 JZ0477  ___________________________________________________________________
 JZ0477* NAD 83(1986)-  39 02 13.     (N)    084 27 13.     (W)     SCALED    
 JZ0477* NAVD 88     -       261.172  (meters)     856.86   (feet)  ADJUSTED  
 JZ0477  ___________________________________________________________________
 JZ0477  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0477  DYNAMIC HT  -         261.007 (meters)     856.32  (feet)  COMP
 JZ0477  MODELED GRAV-     979,988.9   (mgal)                       NAVD 88
 JZ0477
 JZ0477  VERT ORDER  -  SECOND    CLASS 0
 JZ0477
 JZ0477.The horizontal coordinates were scaled from a topographic map and have
 JZ0477.an estimated accuracy of +/- 6 seconds.
 JZ0477
 JZ0477.The orthometric height was determined by differential leveling
 JZ0477.and adjusted by the National Geodetic Survey in June 1991..
 JZ0477
 JZ0477.The geoid height was determined by GEOID03.
 JZ0477
 JZ0477.The dynamic height is computed by dividing the NAVD 88
 JZ0477.geopotential number by the normal gravity value computed on the
 JZ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0477.degrees latitude (g = 980.6199 gals.).
 JZ0477
 JZ0477.The modeled gravity was interpolated from observed gravity values.
 JZ0477
 JZ0477;                    North         East    Units  Estimated Accuracy
 JZ0477;SPC KY1Z     - 1,300,860.    1,612,250.      MT  (+/- 180 meters Scaled)
 JZ0477
 JZ0477                          SUPERSEDED SURVEY CONTROL
 JZ0477
 JZ0477  NGVD 29 (??/??/92)  261.406  (m)          857.63   (f) ADJ UNCH    2 0
 JZ0477
 JZ0477.Superseded values are not recommended for survey control.
 JZ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0477.See file dsdata.txt to determine how the superseded data were derived.
 JZ0477
 JZ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ203239(NAD 83)
 JZ0477_MARKER: DD = SURVEY DISK
 JZ0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0477_SP_SET: CURB
 JZ0477_STAMPING: I-471 L-1 1966
 JZ0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0477
 JZ0477  HISTORY     - Date     Condition        Report By
 JZ0477  HISTORY     - 1966     MONUMENTED       PAS
 JZ0477
 JZ0477                          STATION DESCRIPTION
 JZ0477
 JZ0477'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ0477'0.3 MI NE FROM HIGHLAND HEIGHTS.
 JZ0477'0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 27 (ALEXANDRIA PIKE) FROM
 JZ0477'THE POST OFFICE IN HIGHLAND HEIGHTS, IN FRONT OF THE MIDWEST
 JZ0477'BOTTLE GAS COMPANY BUILDING, 40 FEET NORTHWET OF THE NORTHEAST
 JZ0477'CORNER OF GAS COMPANY BUILDING, 19 FEET SOUTHEAST OF THE CENTER
 JZ0477'OF U.S. 27 AND 1.7 FEET NORTHWEST OF THE WEST EDGE OF EAST
 JZ0477'SIDEWALK.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 JZ0477'SET IN DRILL HOLE IN THE EAST CURBING OF U.S. 27 AND STAMPED
 JZ0477'I-471 L-1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0471 ***********************************************************************
 JZ0471  DESIGNATION -  I471 L 2
 JZ0471  PID         -  JZ0471
 JZ0471  STATE/COUNTY-  KY/CAMPBELL
 JZ0471  USGS QUAD   -  NEWPORT (1987)
 JZ0471
 JZ0471                         *CURRENT SURVEY CONTROL
 JZ0471  ___________________________________________________________________
 JZ0471* NAD 83(1986)-  39 03 53.     (N)    084 27 36.     (W)     SCALED    
 JZ0471* NAVD 88     -       211.948  (meters)     695.37   (feet)  ADJUSTED  
 JZ0471  ___________________________________________________________________
 JZ0471  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0471  DYNAMIC HT  -         211.814 (meters)     694.93  (feet)  COMP
 JZ0471  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 JZ0471
 JZ0471  VERT ORDER  -  SECOND    CLASS 0
 JZ0471
 JZ0471.The horizontal coordinates were scaled from a topographic map and have
 JZ0471.an estimated accuracy of +/- 6 seconds.
 JZ0471
 JZ0471.The orthometric height was determined by differential leveling
 JZ0471.and adjusted by the National Geodetic Survey in June 1991..
 JZ0471
 JZ0471.The geoid height was determined by GEOID03.
 JZ0471
 JZ0471.The dynamic height is computed by dividing the NAVD 88
 JZ0471.geopotential number by the normal gravity value computed on the
 JZ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0471.degrees latitude (g = 980.6199 gals.).
 JZ0471
 JZ0471.The modeled gravity was interpolated from observed gravity values.
 JZ0471
 JZ0471;                    North         East    Units  Estimated Accuracy
 JZ0471;SPC KY1Z     - 1,303,930.    1,611,660.      MT  (+/- 180 meters Scaled)
 JZ0471
 JZ0471                          SUPERSEDED SURVEY CONTROL
 JZ0471
 JZ0471  NGVD 29 (??/??/92)  212.183  (m)          696.14   (f) ADJ UNCH    2 0
 JZ0471
 JZ0471.Superseded values are not recommended for survey control.
 JZ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0471.See file dsdata.txt to determine how the superseded data were derived.
 JZ0471
 JZ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ197270(NAD 83)
 JZ0471_MARKER: DD = SURVEY DISK
 JZ0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0471_SP_SET: LAMP POST CONCRETE BASE
 JZ0471_STAMPING: I-471 L-2 1966
 JZ0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0471
 JZ0471  HISTORY     - Date     Condition        Report By
 JZ0471  HISTORY     - 1966     MONUMENTED       PAS
 JZ0471
 JZ0471                          STATION DESCRIPTION
 JZ0471
 JZ0471'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ0471'0.7 MI WSW FROM FORT THOMAS.
 JZ0471'0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 27 FROM ITS JUNCTION WITH
 JZ0471'STATE HIGHWAY 445 IN FORT THOMAS, ABOUT 0.4 MILE SOUTHEAST OF
 JZ0471'THE JUNCTION OF STATE HIGHWAY 1632, AT THE ENTRANCE TO THE OLD
 JZ0471'BEVERLY HILLS CLUB, 43 FEET SOUTH OF THE CENTERLINE OF U.S.
 JZ0471'HIGHWAY 27, 22 FEET EAST OF THE CENTER OF PAVED DRIVE AND 1 FOOT
 JZ0471'EAST OF THE EAST SIDE OF STONE RETAINING WALL.  A KENTUCKY
 JZ0471'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN THE
 JZ0471'NORTHWEST CORNER OF CONCRETE BASE FOR METAL LAMP POST AND
 JZ0471'STAMPED I-471 L-2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0470 ***********************************************************************
 JZ0470  DESIGNATION -  I471 L 3
 JZ0470  PID         -  JZ0470
 JZ0470  STATE/COUNTY-  KY/CAMPBELL
 JZ0470  USGS QUAD   -  NEWPORT (1987)
 JZ0470
 JZ0470                         *CURRENT SURVEY CONTROL
 JZ0470  ___________________________________________________________________
 JZ0470* NAD 83(1986)-  39 04 11.     (N)    084 28 07.     (W)     SCALED    
 JZ0470* NAVD 88     -       216.928  (meters)     711.70   (feet)  ADJUSTED  
 JZ0470  ___________________________________________________________________
 JZ0470  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0470  DYNAMIC HT  -         216.791 (meters)     711.26  (feet)  COMP
 JZ0470  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 JZ0470
 JZ0470  VERT ORDER  -  SECOND    CLASS 0
 JZ0470
 JZ0470.The horizontal coordinates were scaled from a topographic map and have
 JZ0470.an estimated accuracy of +/- 6 seconds.
 JZ0470
 JZ0470.The orthometric height was determined by differential leveling
 JZ0470.and adjusted by the National Geodetic Survey in June 1991..
 JZ0470
 JZ0470.The geoid height was determined by GEOID03.
 JZ0470
 JZ0470.The dynamic height is computed by dividing the NAVD 88
 JZ0470.geopotential number by the normal gravity value computed on the
 JZ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0470.degrees latitude (g = 980.6199 gals.).
 JZ0470
 JZ0470.The modeled gravity was interpolated from observed gravity values.
 JZ0470
 JZ0470;                    North         East    Units  Estimated Accuracy
 JZ0470;SPC KY1Z     - 1,304,480.    1,610,900.      MT  (+/- 180 meters Scaled)
 JZ0470
 JZ0470                          SUPERSEDED SURVEY CONTROL
 JZ0470
 JZ0470  NGVD 29 (??/??/92)  217.165  (m)          712.48   (f) ADJ UNCH    2 0
 JZ0470
 JZ0470.Superseded values are not recommended for survey control.
 JZ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0470.See file dsdata.txt to determine how the superseded data were derived.
 JZ0470
 JZ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ189275(NAD 83)
 JZ0470_MARKER: DB = BENCH MARK DISK
 JZ0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0470_SP_SET: CURB
 JZ0470_STAMPING: I-471 L-3 1966
 JZ0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0470
 JZ0470  HISTORY     - Date     Condition        Report By
 JZ0470  HISTORY     - 1966     MONUMENTED       PAS
 JZ0470
 JZ0470                          STATION DESCRIPTION
 JZ0470
 JZ0470'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ0470'1.2 MI W FROM FORT THOMAS.
 JZ0470'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 27 FROM ITS JUNCTION
 JZ0470'WITH STATE HIGHWAY NO. 445 IN FORT THOMAS, AT THE MAIN ENTRANCE
 JZ0470'TO SOUTH GATE EVERGREEN CEMETERY, 29 1/2 FEET SOUTHWEST OF THE
 JZ0470'CENTER OF U.S. 27, 23 FEET SOUTHEAST OF THE CENTER OF DRIVE TO
 JZ0470'CEMETERY AND 14 1/2 FEET NORTH OF THE EAST CORNER OF THE EAST
 JZ0470'STONE COLUMN AT ENTRANCE TO CEMETERY.  A KENTUCKY DEPARTMENT OF
 JZ0470'HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN THE SOUTHEAST
 JZ0470'CURBING NEAR IRON GATE AND STAMPED I-471 L-3 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0469 ***********************************************************************
 JZ0469  DESIGNATION -  I471 L 4
 JZ0469  PID         -  JZ0469
 JZ0469  STATE/COUNTY-  KY/CAMPBELL
 JZ0469  USGS QUAD   -  NEWPORT (1987)
 JZ0469
 JZ0469                         *CURRENT SURVEY CONTROL
 JZ0469  ___________________________________________________________________
 JZ0469* NAD 83(1986)-  39 04 51.     (N)    084 28 55.     (W)     SCALED    
 JZ0469* NAVD 88     -       165.255  (meters)     542.17   (feet)  ADJUSTED  
 JZ0469  ___________________________________________________________________
 JZ0469  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0469  DYNAMIC HT  -         165.150 (meters)     541.83  (feet)  COMP
 JZ0469  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 JZ0469
 JZ0469  VERT ORDER  -  SECOND    CLASS 0
 JZ0469
 JZ0469.The horizontal coordinates were scaled from a topographic map and have
 JZ0469.an estimated accuracy of +/- 6 seconds.
 JZ0469
 JZ0469.The orthometric height was determined by differential leveling
 JZ0469.and adjusted by the National Geodetic Survey in June 1991..
 JZ0469
 JZ0469.The geoid height was determined by GEOID03.
 JZ0469
 JZ0469.The dynamic height is computed by dividing the NAVD 88
 JZ0469.geopotential number by the normal gravity value computed on the
 JZ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0469.degrees latitude (g = 980.6199 gals.).
 JZ0469
 JZ0469.The modeled gravity was interpolated from observed gravity values.
 JZ0469
 JZ0469;                    North         East    Units  Estimated Accuracy
 JZ0469;SPC KY1Z     - 1,305,700.    1,609,730.      MT  (+/- 180 meters Scaled)
 JZ0469
 JZ0469                          SUPERSEDED SURVEY CONTROL
 JZ0469
 JZ0469  NGVD 29 (??/??/92)  165.490  (m)          542.95   (f) ADJ UNCH    2 0
 JZ0469
 JZ0469.Superseded values are not recommended for survey control.
 JZ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0469.See file dsdata.txt to determine how the superseded data were derived.
 JZ0469
 JZ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ178287(NAD 83)
 JZ0469_MARKER: DD = SURVEY DISK
 JZ0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0469_SP_SET: CURB
 JZ0469_STAMPING: I-471 L-4 1966
 JZ0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0469
 JZ0469  HISTORY     - Date     Condition        Report By
 JZ0469  HISTORY     - 1966     MONUMENTED       PAS
 JZ0469
 JZ0469                          STATION DESCRIPTION
 JZ0469
 JZ0469'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ0469'IN NEWPORT.
 JZ0469'MARK IS LOCATED IN THE SOUTH PART OF NEWPORT, AT THE JUNCTION
 JZ0469'OF MONMOUTH STREET (U.S. HWY 27) AND 18TH STREET, ABOUT 46 FEET
 JZ0469'SOUTHWEST OF THE JUNCTION OF MONMOUTH AND 18TH STREET, 30 FEET
 JZ0469'NORTH OF THE NORTHEAST CORNER OF HOUSE 1 ON 18TH STREET, 13 FEET
 JZ0469'SOUTHEAST OF THE CENTER OF 18TH STREET AND 2 FEET NORTHWEST OF
 JZ0469'THE NORTH EDGE OF SIDEWALK.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 JZ0469'BENCH MARK DISK SET IN DRILL HOLE IN THE SOUTH CURBING OF 18TH
 JZ0469'STREET AND STAMPED I-471 L-4 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0468 ***********************************************************************
 JZ0468  DESIGNATION -  I471 L 5
 JZ0468  PID         -  JZ0468
 JZ0468  STATE/COUNTY-  KY/CAMPBELL
 JZ0468  USGS QUAD   -  NEWPORT (1987)
 JZ0468
 JZ0468                         *CURRENT SURVEY CONTROL
 JZ0468  ___________________________________________________________________
 JZ0468* NAD 83(1986)-  39 05 32.     (N)    084 28 59.     (W)     SCALED    
 JZ0468* NAVD 88     -       162.215  (meters)     532.20   (feet)  ADJUSTED  
 JZ0468  ___________________________________________________________________
 JZ0468  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0468  DYNAMIC HT  -         162.112 (meters)     531.86  (feet)  COMP
 JZ0468  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 JZ0468
 JZ0468  VERT ORDER  -  SECOND    CLASS 0
 JZ0468
 JZ0468.The horizontal coordinates were scaled from a topographic map and have
 JZ0468.an estimated accuracy of +/- 6 seconds.
 JZ0468
 JZ0468.The orthometric height was determined by differential leveling
 JZ0468.and adjusted by the National Geodetic Survey in June 1991..
 JZ0468
 JZ0468.The geoid height was determined by GEOID03.
 JZ0468
 JZ0468.The dynamic height is computed by dividing the NAVD 88
 JZ0468.geopotential number by the normal gravity value computed on the
 JZ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0468.degrees latitude (g = 980.6199 gals.).
 JZ0468
 JZ0468.The modeled gravity was interpolated from observed gravity values.
 JZ0468
 JZ0468;                    North         East    Units  Estimated Accuracy
 JZ0468;SPC KY1Z     - 1,306,960.    1,609,620.      MT  (+/- 180 meters Scaled)
 JZ0468
 JZ0468                          SUPERSEDED SURVEY CONTROL
 JZ0468
 JZ0468  NGVD 29 (??/??/92)  162.451  (m)          532.97   (f) ADJ UNCH    2 0
 JZ0468
 JZ0468.Superseded values are not recommended for survey control.
 JZ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0468.See file dsdata.txt to determine how the superseded data were derived.
 JZ0468
 JZ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ176300(NAD 83)
 JZ0468_MARKER: DD = SURVEY DISK
 JZ0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0468_SP_SET: SIDEWALK
 JZ0468_STAMPING: I-471 L-5 1966
 JZ0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0468
 JZ0468  HISTORY     - Date     Condition        Report By
 JZ0468  HISTORY     - 1966     MONUMENTED       PAS
 JZ0468
 JZ0468                          STATION DESCRIPTION
 JZ0468
 JZ0468'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ0468'IN NEWPORT.
 JZ0468'MARK IS LOCATED IN THE SOUTHEAST PART OF NEWPORT, AT THE
 JZ0468'JUNCTION OF 9TH STREET AND LINDEN AVENUE, IN FRONT OF 845 LINDEN
 JZ0468'AVENUE, ABOUT 51 FEET NORTHWEST OF THE JUNCTION OF 9TH STREET
 JZ0468'AND LINDEN AVENUE, 25 FEET NORTHWEST OF POWER POLE 276X67 AND
 JZ0468'6 FEET SOUTHWEST OF THE WEST EDGE OF THE EAST SIDEWALK.  A
 JZ0468'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL
 JZ0468'HOLE IN THE EAST CURBING OF LINDENT AVENUE AND STAMPED I-471 L-5
 JZ0468'1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3119 ***********************************************************************
 JZ3119  DESIGNATION -  I471 T 1
 JZ3119  PID         -  JZ3119
 JZ3119  STATE/COUNTY-  KY/CAMPBELL
 JZ3119  USGS QUAD   -  NEWPORT (1987)
 JZ3119
 JZ3119                         *CURRENT SURVEY CONTROL
 JZ3119  ___________________________________________________________________
 JZ3119* NAD 83(1993)-  39 04 56.35051(N)    084 28 38.04601(W)     ADJUSTED  
 JZ3119* NAVD 88     -       237.9    (meters)     781.     (feet)  VERTCON   
 JZ3119  ___________________________________________________________________
 JZ3119  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 JZ3119  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3119
 JZ3119  HORZ ORDER  -  SECOND
 JZ3119
 JZ3119.The horizontal coordinates were established by classical geodetic methods
 JZ3119.and adjusted by the National Geodetic Survey in April 1998..
 JZ3119
 JZ3119.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3119
 JZ3119.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3119
 JZ3119.The geoid height was determined by GEOID03.
 JZ3119
 JZ3119;                    North         East     Units Scale Factor Converg.
 JZ3119;SPC KY1Z     - 1,305,865.219 1,610,137.728   MT  1.00012675   +0 46 53.1
 JZ3119;SPC KY1Z     - 4,284,326.14  5,282,593.53   sFT  1.00012675   +0 46 53.1
 JZ3119;SPC KY N     -   175,664.620   480,337.913   MT  1.00001963   -0 08 28.9
 JZ3119;SPC KY N     -   576,326.34  1,575,908.64   sFT  1.00001963   -0 08 28.9
 JZ3119;SPC OH S     -   122,024.649   428,940.161   MT  0.99994973   -1 15 16.5
 JZ3119;UTM  16      - 4,328,941.442   718,211.907   MT  1.00018635   +1 35 27.9
 JZ3119
 JZ3119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3119!SPC KY1Z     -   0.99996802  x   1.00012675  =   1.00009477
 JZ3119!SPC KY N     -   0.99996802  x   1.00001963  =   0.99998765
 JZ3119!SPC OH S     -   0.99996802  x   0.99994973  =   0.99991775
 JZ3119!UTM  16      -   0.99996802  x   1.00018635  =   1.00015437
 JZ3119
 JZ3119:                Primary Azimuth Mark                     Grid Az
 JZ3119:SPC KY1Z     -  FT THOMAS ROSSFORD AV TANK               047 56 12.3
 JZ3119:SPC KY N     -  FT THOMAS ROSSFORD AV TANK               048 51 34.3
 JZ3119:SPC OH S     -  FT THOMAS ROSSFORD AV TANK               049 58 21.9
 JZ3119:UTM  16      -  FT THOMAS ROSSFORD AV TANK               047 07 37.5
 JZ3119
 JZ3119|---------------------------------------------------------------------|
 JZ3119| PID    Reference Object                     Distance      Geod. Az  |
 JZ3119|                                                           dddmmss.s |
 JZ3119| JZ3108 FT THOMAS ROSSFORD AV TANK          APPROX. 2.3 KM 0484305.4 |
 JZ3119| CF2900 I471 T 1 RM 1                         9.346 METERS 05516     |
 JZ3119| JZ3111 FORT THOMAS MUNICIPAL TANK          APPROX. 2.6 KM 0922512.3 |
 JZ3119| JZ3120 NEWPORT MUNICIPAL TANK              APPROX. 1.2 KM 2394829.2 |
 JZ3119| CF2901 I471 T 1 RM 2                        10.873 METERS 31302     |
 JZ3119|---------------------------------------------------------------------|
 JZ3119
 JZ3119                          SUPERSEDED SURVEY CONTROL
 JZ3119
 JZ3119  NAD 83(1993)-  39 04 56.35665(N)    084 28 38.05305(W) AD(       ) 2
 JZ3119  NAD 83(1986)-  39 04 56.35417(N)    084 28 38.05646(W) AD(       ) 2
 JZ3119  NAD 27      -  39 04 56.13241(N)    084 28 38.26495(W) AD(       ) 2
 JZ3119  NGVD 29 (07/19/86)  238.1    (m)          781.     (f) VERT ANG       
 JZ3119
 JZ3119.Superseded values are not recommended for survey control.
 JZ3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3119.See file dsdata.txt to determine how the superseded data were derived.
 JZ3119
 JZ3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1821228941(NAD 83)
 JZ3119_MARKER: DD = SURVEY DISK
 JZ3119_SETTING: 0 = UNSPECIFIED SETTING
 JZ3119
 JZ3119  HISTORY     - Date     Condition        Report By
 JZ3119  HISTORY     - 1966     MONUMENTED       KYHD
 JZ3119
 JZ3119                          STATION DESCRIPTION
 JZ3119
 JZ3119'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (EB)
 JZ3119'STATION IS LOCATED ON A HIGH HILL IN THE SOUTHEAST SECTION OF NEWPORT
 JZ3119'AND IS JUST SOUTHEAST AND OVERLOOKING THE NEWPORT SHOPPING CENTER.
 JZ3119'THE HILL IS COVERED WITH LIGHT BRUSH.  STATION IS LOCATED
 JZ3119'APPROXIMATELY ON THE HIGHEST POINT, 43 FEET NORTHEAST OF A 15
 JZ3119'INCH SUMAC TREE AND 2 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.
 JZ3119'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED I-471 T-1 1966.
 JZ3119'
 JZ3119'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION.  THE MARK PROJECTS 2
 JZ3119'INCHES AND THE DISK IS STAMPED I-271 T-1 NO. 1 1966.
 JZ3119'
 JZ3119'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION AND IS 35 FEET NORTHEAST
 JZ3119'OF A TWIN 6 INCH SUMAC TREE.  THE MARK PROJECTS 3 INCHES AND THE
 JZ3119'DISK IS STAMPED I-271 T-1 NO. 2 1966.
 JZ3119'
 JZ3119'TO REACH THE STATION FROM THE CAMPBELL COUNTY COURT HOUSE IN NEWPORT,
 JZ3119'GO SOUTHEAST ON U. S. HIGHWAY 27 (YORK STREET) FOR 1.5 MILES TO NEW
 JZ3119'LINDEN ROAD LEFT.  TURN LEFT ONTO NEW LINDEN ROAD AND GO EAST FOR 0.1
 JZ3119'MILE TO PARKER ROAD LEFT.  TURN LEFT UPHILL ONTO PARKER ROAD AND GO
 JZ3119'NORTH FOR 0.15 MILE TO JUNCTION WITH EAST RIDGE STREET.  TURN RIGHT
 JZ3119'ON EAST RIDGE STREET AND GO NORTHEAST FOR 0.15 MILE TO HOUSE
 JZ3119'NUMBER 27 AND END OF TRUCK TRAVEL.  FROM HERE WALK NORTHWEST
 JZ3119'FOR APPROXIMATELY 400 FEET TO HIGHEST POINT AND STATION.
 JZ3119'
 JZ3119'NO AZIMUTH MARK SET AT THIS STATION.  STATIONS I-75 T-116, I-471 T-2,
 JZ3119'FORT THOMAS ROSSFORD AVENUE WATER TANK, FORT THOMAS, LUMLEY
 JZ3119'AVENUE WATER TANK AND NEWPORT MUNICIPAL WATER TANK MAY BE USED AS
 JZ3119'AZIMUTH MARKS.
 JZ3119'
 JZ3119'STATION, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 JZ3119'HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 JZ3119'
 JZ3119'HEIGHT OF LIGHT ABOVE STATION MARK - 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0466 ***********************************************************************
 JZ0466  DESIGNATION -  I471 T 2
 JZ0466  PID         -  JZ0466
 JZ0466  STATE/COUNTY-  KY/CAMPBELL
 JZ0466  USGS QUAD   -  NEWPORT (1987)
 JZ0466
 JZ0466                         *CURRENT SURVEY CONTROL
 JZ0466  ___________________________________________________________________
 JZ0466* NAD 83(1993)-  39 05 46.56393(N)    084 29 43.57802(W)     ADJUSTED  
 JZ0466* NAVD 88     -       156.023  (meters)     511.89   (feet)  ADJUSTED  
 JZ0466  ___________________________________________________________________
 JZ0466  X           -     475,470.431 (meters)                     COMP
 JZ0466  Y           -  -4,933,831.857 (meters)                     COMP
 JZ0466  Z           -   4,000,693.897 (meters)                     COMP
 JZ0466  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 JZ0466  ELLIP HEIGHT-         122.00  (meters)          (04/07/03) GPS OBS
 JZ0466  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0466  DYNAMIC HT  -         155.925 (meters)     511.56  (feet)  COMP
 JZ0466  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JZ0466
 JZ0466  HORZ ORDER  -  FIRST
 JZ0466  VERT ORDER  -  SECOND    CLASS 0
 JZ0466  ELLP ORDER  -  THIRD     CLASS I
 JZ0466
 JZ0466.The horizontal coordinates were established by GPS observations
 JZ0466.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 JZ0466
 JZ0466.The orthometric height was determined by differential leveling
 JZ0466.and adjusted by the National Geodetic Survey in June 1991..
 JZ0466
 JZ0466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ0466
 JZ0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0466
 JZ0466.The ellipsoidal height was determined by GPS observations
 JZ0466.and is referenced to NAD 83.
 JZ0466
 JZ0466.The geoid height was determined by GEOID03.
 JZ0466
 JZ0466.The dynamic height is computed by dividing the NAVD 88
 JZ0466.geopotential number by the normal gravity value computed on the
 JZ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0466.degrees latitude (g = 980.6199 gals.).
 JZ0466
 JZ0466.The modeled gravity was interpolated from observed gravity values.
 JZ0466
 JZ0466;                    North         East     Units Scale Factor Converg.
 JZ0466;SPC KY1Z     - 1,307,392.436 1,608,541.793   MT  1.00013193   +0 46 12.9
 JZ0466;SPC KY1Z     - 4,289,336.68  5,277,357.53   sFT  1.00013193   +0 46 12.9
 JZ0466;SPC KY N     -   177,217.175   478,766.952   MT  1.00002227   -0 09 09.6
 JZ0466;SPC KY N     -   581,420.01  1,570,754.58   sFT  1.00002227   -0 09 09.6
 JZ0466;SPC OH S     -   123,607.322   427,399.775   MT  0.99994848   -1 15 58.1
 JZ0466;UTM  16      - 4,330,446.032   716,594.464   MT  1.00017769   +1 34 48.2
 JZ0466
 JZ0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0466!SPC KY1Z     -   0.99998086  x   1.00013193  =   1.00011279
 JZ0466!SPC KY N     -   0.99998086  x   1.00002227  =   1.00000313
 JZ0466!SPC OH S     -   0.99998086  x   0.99994848  =   0.99992934
 JZ0466!UTM  16      -   0.99998086  x   1.00017769  =   1.00015855
 JZ0466
 JZ0466|---------------------------------------------------------------------|
 JZ0466| PID    Reference Object                     Distance      Geod. Az  |
 JZ0466|                                                           dddmmss.s |
 JZ0466| JZ0465 I471 T 2 RM 1                        21.700 METERS 14803     |
 JZ0466| JZ3120 NEWPORT MUNICIPAL TANK              APPROX. 2.2 KM 1670616.2 |
 JZ0466| JZ0467 I471 T 2 RM 2                        20.517 METERS 23254     |
 JZ0466| JZ3124 IMM CON CATH CH STEEPLE             APPROX. 1.2 KM 3554153.3 |
 JZ0466|---------------------------------------------------------------------|
 JZ0466
 JZ0466                          SUPERSEDED SURVEY CONTROL
 JZ0466
 JZ0466  NAD 83(1993)-  39 05 46.55964(N)    084 29 43.57926(W) AD(       ) 2
 JZ0466  NAD 83(1993)-  39 05 46.56556(N)    084 29 43.58640(W) AD(       ) 2
 JZ0466  NAD 83(1986)-  39 05 46.56329(N)    084 29 43.58988(W) AD(       ) 2
 JZ0466  NAD 27      -  39 05 46.34366(N)    084 29 43.79738(W) AD(       ) 2
 JZ0466  NAVD 88 (04/07/03)  156.02   (m)          511.9    (f) LEVELING    3  
 JZ0466  NGVD 29 (??/??/92)  156.260  (m)          512.66   (f) ADJ UNCH    2 0
 JZ0466
 JZ0466.Superseded values are not recommended for survey control.
 JZ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0466.See file dsdata.txt to determine how the superseded data were derived.
 JZ0466
 JZ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1659430446(NAD 83)
 JZ0466_MARKER: DD = SURVEY DISK
 JZ0466_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ0466_SP_SET: CONCRETE LEVEE WALL
 JZ0466_STAMPING: I471-T2 1966
 JZ0466_MARK LOGO: KYHD  
 JZ0466_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0466+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2002
 JZ0466
 JZ0466  HISTORY     - Date     Condition        Report By
 JZ0466  HISTORY     - 1966     MONUMENTED       KYHD
 JZ0466  HISTORY     - 1966     GOOD             PAS
 JZ0466  HISTORY     - 1986     GOOD             LOCSUR
 JZ0466  HISTORY     - 20020613 GOOD             WOOLPT
 JZ0466  HISTORY     - 20030513 POOR             GEOCAC
 JZ0466
 JZ0466                          STATION DESCRIPTION
 JZ0466
 JZ0466'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (EB)
 JZ0466'STATION IS LOCATED AT THE FOOT OF SARATOGA STREET IN THE NORTHERN
 JZ0466'PART OF NEWPORT WHERE THE L AND N RAILROAD CROSSES THE NEWPORT
 JZ0466'FLOODWALL AND THE OHIO RIVER.  THE MARK IS SET IN DRILL HOLE IN THE
 JZ0466'TOP OF THE NORTHEAST END OF CONCRETE FLOODWALL 88.8 FEET
 JZ0466'NORTHEAST OF THE EAST FACE OF EAST STEEL GIRDER OF L AND N RAILROAD,
 JZ0466'AND IS APPROXIMATELY 23 FEET HIGHER THAN STREET LEVEL.  THE
 JZ0466'DISK IS STAMPED I-471 T-2 1966.
 JZ0466'
 JZ0466'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, AT THE BASE OF LEVEE,
 JZ0466'63 FEET NORTHEAST OF THE EAST CURBING OF SARATOGA STREET, 60-1/2
 JZ0466'FEET SOUTHWEST OF POWER POLE NO. CA3-456E AND 43 FEET WEST OF THE
 JZ0466'NORTHWEST CORNER OF SMALL CONCRETE SWIMMING POOL.  THE MARK IS
 JZ0466'SET IN TOP OF CONCRETE FLUSH WITH GROUND AND THE DISK IS STAMPED
 JZ0466'I-471 T-2 NO. 1 1966.
 JZ0466'
 JZ0466'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION.  THE MARK IS SET IN
 JZ0466'DRILL HOLE IN THE TOP OF CONCRETE FLOODWALL, 21-1/2 FEET NORTHEAST
 JZ0466'OF THE EAST FACE OF EAST STEEL GRIDER OF L AND N RAILROAD BRIDGE.
 JZ0466'THE DISK IS STAMPED I-471 T-2 NO.  2 1966.
 JZ0466'
 JZ0466'NO AZIMUTH MARK SET AT THIS STATION.  STATION EDEN, I-471 T-1,
 JZ0466'NEWPORT MUNICIPAL WATER TANK AND THE CROSS ON TOP OF MT. ADAMS
 JZ0466'IMMACULATE CHURCH IN CINCINNATI MAY BE USED AS AZIMUTH MARKS.
 JZ0466'
 JZ0466'STATION AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF HIGHWAYS
 JZ0466'SURVEY DISKS SET.
 JZ0466'
 JZ0466'HEIGHT OF LIGHT ABOVE STATION MARK - 0.95 METERS.
 JZ0466
 JZ0466                          STATION RECOVERY (1966)
 JZ0466
 JZ0466'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ0466'IN NEWPORT.
 JZ0466'AT FOOT OF SARATOGA STREET, WHERE L AND N RR CROSSES THE
 JZ0466'FLOODWALL AND OHIO RIVER, 88.8 FEET NORTHEAST OF EAST FACE OF
 JZ0466'EAST STEEL GIRDER OF L AND N RAILROAD AND ON TOP OF NORTHEAST
 JZ0466'END OF CONCRETE FLOODWALL, APPROXIMATELY 23 FEET HIGHER THAN
 JZ0466'STREET LEVEL.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 JZ0466'SET IN DRILL HOLE AND STAMPED I471-T2 1966.
 JZ0466
 JZ0466                          STATION RECOVERY (1986)
 JZ0466
 JZ0466'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 JZ0466'RECOVERED IN GOOD CONDITION.
 JZ0466
 JZ0466                          STATION RECOVERY (2002)
 JZ0466
 JZ0466'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 JZ0466'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JZ0466' 
 JZ0466'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 JZ0466'THE HORIZON ARE A
 JZ0466'LARGE BUILDING --NEWPORT ON THE LEVEE-- APPROXIMATELY 200 FEET
 JZ0466'SOUTH-SOUTHWEST
 JZ0466'EXTENDING 20 DEGREES ABOVE THE HORIZON.
 JZ0466' 
 JZ0466'--NOTE2--STATION DISK HAS BEEN SCARRED AND THE STAMPING IS DIFFICULT
 JZ0466'TO READ. THE STATION
 JZ0466'IS SECURE AND THE DATUM POINT IS STILL VISIBLE.
 JZ0466' 
 JZ0466' 
 JZ0466' 
 JZ0466' 
 JZ0466'
 JZ0466
 JZ0466                          STATION RECOVERY (2003)
 JZ0466
 JZ0466'RECOVERY NOTE BY GEOCACHING 2003
 JZ0466'RECOVERED AS DESCRIBED.  THE MARKINGS HAVE BEEN SIGNIFICANTLY
 JZ0466'SCRATCHED, MAKING THE DISK VERY DIFFICULT TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0465 ***********************************************************************
 JZ0465  DESIGNATION -  I471 T 2 RM 1
 JZ0465  PID         -  JZ0465
 JZ0465  STATE/COUNTY-  KY/CAMPBELL
 JZ0465  USGS QUAD   -  NEWPORT (1987)
 JZ0465
 JZ0465                         *CURRENT SURVEY CONTROL
 JZ0465  ___________________________________________________________________
 JZ0465* NAD 83(1986)-  39 05 46.     (N)    084 29 46.     (W)     SCALED    
 JZ0465* NAVD 88     -       149.168  (meters)     489.40   (feet)  ADJUSTED  
 JZ0465  ___________________________________________________________________
 JZ0465  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0465  DYNAMIC HT  -         149.074 (meters)     489.09  (feet)  COMP
 JZ0465  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 JZ0465
 JZ0465  VERT ORDER  -  SECOND    CLASS 0
 JZ0465
 JZ0465.The horizontal coordinates were scaled from a topographic map and have
 JZ0465.an estimated accuracy of +/- 6 seconds.
 JZ0465
 JZ0465.The orthometric height was determined by differential leveling
 JZ0465.and adjusted by the National Geodetic Survey in June 1991..
 JZ0465
 JZ0465.The geoid height was determined by GEOID03.
 JZ0465
 JZ0465.The dynamic height is computed by dividing the NAVD 88
 JZ0465.geopotential number by the normal gravity value computed on the
 JZ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0465.degrees latitude (g = 980.6199 gals.).
 JZ0465
 JZ0465.The modeled gravity was interpolated from observed gravity values.
 JZ0465
 JZ0465;                    North         East    Units  Estimated Accuracy
 JZ0465;SPC KY1Z     - 1,307,370.    1,608,480.      MT  (+/- 180 meters Scaled)
 JZ0465
 JZ0465                          SUPERSEDED SURVEY CONTROL
 JZ0465
 JZ0465  NGVD 29 (??/??/92)  149.405  (m)          490.17   (f) ADJ UNCH    2 0
 JZ0465
 JZ0465.Superseded values are not recommended for survey control.
 JZ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0465.See file dsdata.txt to determine how the superseded data were derived.
 JZ0465
 JZ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ165304(NAD 83)
 JZ0465_MARKER: DD = SURVEY DISK
 JZ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0465_STAMPING: I471-T2 NO 1 1966
 JZ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0465+STABILITY: SURFACE MOTION
 JZ0465
 JZ0465  HISTORY     - Date     Condition        Report By
 JZ0465  HISTORY     - 1966     MONUMENTED       PAS
 JZ0465  HISTORY     - 20030513 MARK NOT FOUND   GEOCAC
 JZ0465
 JZ0465                          STATION DESCRIPTION
 JZ0465
 JZ0465'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ0465'IN NEWPORT.
 JZ0465'AT FOOT OF SARATOGA STREET WHERE L AND N RR CROSSES FLOODWALL, 63
 JZ0465'FEET NORTHEAST OF THE EAST CURBING OF SARATOGA STREET, 60 1/2
 JZ0465'FEET SOUTHWEST OF POWER POLE CA3-456E AND 43 FEET WEST OF
 JZ0465'NORTHWEST CORNER OF SMALL CONCRETE SWIMMING POOL.  A KENTUCKY
 JZ0465'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN CONCRETE POST FLUSH
 JZ0465'WITH GROUND AND STAMPED I471-T2 NO. 1 1966.
 JZ0465
 JZ0465                          STATION RECOVERY (2003)
 JZ0465
 JZ0465'RECOVERY NOTE BY GEOCACHING 2003
 JZ0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0467 ***********************************************************************
 JZ0467  DESIGNATION -  I471 T 2 RM 2
 JZ0467  PID         -  JZ0467
 JZ0467  STATE/COUNTY-  KY/CAMPBELL
 JZ0467  USGS QUAD   -  NEWPORT (1987)
 JZ0467
 JZ0467                         *CURRENT SURVEY CONTROL
 JZ0467  ___________________________________________________________________
 JZ0467* NAD 83(1986)-  39 05 46.     (N)    084 29 45.     (W)     SCALED    
 JZ0467* NAVD 88     -       156.027  (meters)     511.90   (feet)  ADJUSTED  
 JZ0467  ___________________________________________________________________
 JZ0467  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0467  DYNAMIC HT  -         155.928 (meters)     511.57  (feet)  COMP
 JZ0467  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 JZ0467
 JZ0467  VERT ORDER  -  SECOND    CLASS 0
 JZ0467
 JZ0467.The horizontal coordinates were scaled from a topographic map and have
 JZ0467.an estimated accuracy of +/- 6 seconds.
 JZ0467
 JZ0467.The orthometric height was determined by differential leveling
 JZ0467.and adjusted by the National Geodetic Survey in June 1991..
 JZ0467
 JZ0467.The geoid height was determined by GEOID03.
 JZ0467
 JZ0467.The dynamic height is computed by dividing the NAVD 88
 JZ0467.geopotential number by the normal gravity value computed on the
 JZ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0467.degrees latitude (g = 980.6199 gals.).
 JZ0467
 JZ0467.The modeled gravity was interpolated from observed gravity values.
 JZ0467
 JZ0467;                    North         East    Units  Estimated Accuracy
 JZ0467;SPC KY1Z     - 1,307,380.    1,608,510.      MT  (+/- 180 meters Scaled)
 JZ0467
 JZ0467                          SUPERSEDED SURVEY CONTROL
 JZ0467
 JZ0467  NGVD 29 (??/??/92)  156.263  (m)          512.67   (f) ADJ UNCH    2 0
 JZ0467
 JZ0467.Superseded values are not recommended for survey control.
 JZ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0467.See file dsdata.txt to determine how the superseded data were derived.
 JZ0467
 JZ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ165304(NAD 83)
 JZ0467_MARKER: DD = SURVEY DISK
 JZ0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0467_SP_SET: CONCRETE FLOODWALL
 JZ0467_STAMPING: I471-T2 NO 2 1966
 JZ0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0467
 JZ0467  HISTORY     - Date     Condition        Report By
 JZ0467  HISTORY     - 1966     MONUMENTED       PAS
 JZ0467
 JZ0467                          STATION DESCRIPTION
 JZ0467
 JZ0467'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 JZ0467'IN NEWPORT.
 JZ0467'AT FOOT OF SARATOGA STREET WHERE L AND N RR CROSSES FLOODWALL,
 JZ0467'21 1/2 FEET NORTH OF EAST FACE OF EAST STEEL GIRDER OF L AND
 JZ0467'N RAILROAD BRIDGE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 JZ0467'DISK SET IN DRILL HOLE IN TOP OF CONCRETE FLOODWALL STAMPED
 JZ0467'I471-T2 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0059 ***********************************************************************
 GB0059  DESIGNATION -  I5
 GB0059  PID         -  GB0059
 GB0059  STATE/COUNTY-  KY/MCCREARY
 GB0059  USGS QUAD   -  HAIL (1982)
 GB0059
 GB0059                         *CURRENT SURVEY CONTROL
 GB0059  ___________________________________________________________________
 GB0059* NAD 83(1986)-  36 52 50.     (N)    084 29 48.     (W)     SCALED    
 GB0059* NAVD 88     -       363.382  (meters)    1192.20   (feet)  ADJUSTED  
 GB0059  ___________________________________________________________________
 GB0059  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GB0059  DYNAMIC HT  -         363.096 (meters)    1191.26  (feet)  COMP
 GB0059  MODELED GRAV-     979,834.2   (mgal)                       NAVD 88
 GB0059
 GB0059  VERT ORDER  -  FIRST     CLASS I
 GB0059
 GB0059.The horizontal coordinates were scaled from a topographic map and have
 GB0059.an estimated accuracy of +/- 6 seconds.
 GB0059
 GB0059.The orthometric height was determined by differential leveling
 GB0059.and adjusted by the National Geodetic Survey in June 1991..
 GB0059
 GB0059.The geoid height was determined by GEOID03.
 GB0059
 GB0059.The dynamic height is computed by dividing the NAVD 88
 GB0059.geopotential number by the normal gravity value computed on the
 GB0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0059.degrees latitude (g = 980.6199 gals.).
 GB0059
 GB0059.The modeled gravity was interpolated from observed gravity values.
 GB0059
 GB0059;                    North         East    Units  Estimated Accuracy
 GB0059;SPC KY1Z     - 1,061,490.    1,611,740.      MT  (+/- 180 meters Scaled)
 GB0059
 GB0059                          SUPERSEDED SURVEY CONTROL
 GB0059
 GB0059  NGVD 29 (??/??/92)  363.537  (m)         1192.70   (f) ADJ UNCH    1 1
 GB0059
 GB0059.Superseded values are not recommended for survey control.
 GB0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0059.See file dsdata.txt to determine how the superseded data were derived.
 GB0059
 GB0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF231845(NAD 83)
 GB0059_MARKER: H = DRILL HOLE
 GB0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0059+STABILITY: SURFACE MOTION
 GB0059
 GB0059  HISTORY     - Date     Condition        Report By
 GB0059  HISTORY     - UNK      MONUMENTED       CGS
 GB0059  HISTORY     - 1968     GOOD             NGS
 GB0059
 GB0059                          STATION DESCRIPTION
 GB0059
 GB0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0059'3.2 MI N FROM PARKERS LAKE.
 GB0059'ABOUT 1.75 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0059'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, THENCE 1.0 MILE NORTH
 GB0059'ALONG THE SOUTHERN RAILWAY, THENCE 0.4 MILE NORTH ALONG AN
 GB0059'ABANDONED RAILROAD GRADE, 58 FEET WEST OF THE CENTERLINE OF THE
 GB0059'RAILROAD GRADE, 79 FEET SOUTH OF A 48-INCH OAK TREE, 67 FEET
 GB0059'SOUTH OF BENCH MARK 12 KY. (USGS), 1.0 FOOT NORTH OF A METAL
 GB0059'WITNESS POST, ABOUT LEVEL WITH THE SURFACE OF THE GROUND, ABOUT
 GB0059'3 FEET BELOW THE LEVEL OF THE RAILROAD GRADE, AND THE BOTTOM OF
 GB0059'A SQUARE HOLE IN THE TOP OF A STONE POST AND SURROUNDED BY THE
 GB0059'LETTERS USBM WHICH ARE INSCRIBED IN THE TOP OF THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2310 ***********************************************************************
 GZ2310  DESIGNATION -  I6
 GZ2310  PID         -  GZ2310
 GZ2310  STATE/COUNTY-  KY/HARDIN
 GZ2310  USGS QUAD   -  CECILIA (1992)
 GZ2310
 GZ2310                         *CURRENT SURVEY CONTROL
 GZ2310  ___________________________________________________________________
 GZ2310* NAD 83(1986)-  37 40 01.     (N)    085 57 22.     (W)     SCALED    
 GZ2310* NAVD 88     -       216.055  (meters)     708.84   (feet)  ADJUSTED  
 GZ2310  ___________________________________________________________________
 GZ2310  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GZ2310  DYNAMIC HT  -         215.892 (meters)     708.31  (feet)  COMP
 GZ2310  MODELED GRAV-     979,871.2   (mgal)                       NAVD 88
 GZ2310
 GZ2310  VERT ORDER  -  FIRST     CLASS II
 GZ2310
 GZ2310.The horizontal coordinates were scaled from a topographic map and have
 GZ2310.an estimated accuracy of +/- 6 seconds.
 GZ2310
 GZ2310.The orthometric height was determined by differential leveling
 GZ2310.and adjusted by the National Geodetic Survey in June 1991..
 GZ2310
 GZ2310.The geoid height was determined by GEOID03.
 GZ2310
 GZ2310.The dynamic height is computed by dividing the NAVD 88
 GZ2310.geopotential number by the normal gravity value computed on the
 GZ2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2310.degrees latitude (g = 980.6199 gals.).
 GZ2310
 GZ2310.The modeled gravity was interpolated from observed gravity values.
 GZ2310
 GZ2310;                    North         East    Units  Estimated Accuracy
 GZ2310;SPC KY1Z     - 1,148,030.    1,481,820.      MT  (+/- 180 meters Scaled)
 GZ2310
 GZ2310                          SUPERSEDED SURVEY CONTROL
 GZ2310
 GZ2310  NGVD 29 (??/??/92)  216.171  (m)          709.22   (f) ADJ UNCH    1 2
 GZ2310
 GZ2310.Superseded values are not recommended for survey control.
 GZ2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2310.See file dsdata.txt to determine how the superseded data were derived.
 GZ2310
 GZ2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG920693(NAD 83)
 GZ2310_MARKER: DB = BENCH MARK DISK
 GZ2310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2310_SP_SET: BUILDING
 GZ2310_STAMPING: I 6 1921
 GZ2310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2310
 GZ2310  HISTORY     - Date     Condition        Report By
 GZ2310  HISTORY     - 1921     MONUMENTED       CGS
 GZ2310  HISTORY     - 1953     GOOD             NGS
 GZ2310  HISTORY     - 1982     GOOD             KYDT
 GZ2310
 GZ2310                          STATION DESCRIPTION
 GZ2310
 GZ2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GZ2310'AT CECELIA.
 GZ2310'AT CECILIA, SET VERTICALLY IN THE SOUTHEAST BRICK WALL OF THE OLD
 GZ2310'CECILIA BANK BUILDING (NOW A RESIDENCE), 1 FOOT NORTHEAST OF THE
 GZ2310'SOUTH CORNER OF THE BUILDING, 180 FEET NORTHWEST OF THE NORTHWEST
 GZ2310'RAIL OF THE MAIN TRACK, 202 FEET NORTHWEST AND ACROSS THE TRACK
 GZ2310'FROM THE NORTHWEST FACE OF THE ILLINOIS CENTRAL STATION AND ABOUT
 GZ2310'5 FEET ABOVE THE GROUND.
 GZ2310
 GZ2310                          STATION RECOVERY (1982)
 GZ2310
 GZ2310'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1644 ***********************************************************************
 HZ1644  DESIGNATION -  I64 L 10
 HZ1644  PID         -  HZ1644
 HZ1644  STATE/COUNTY-  KY/JEFFERSON
 HZ1644  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1644
 HZ1644                         *CURRENT SURVEY CONTROL
 HZ1644  ___________________________________________________________________
 HZ1644* NAD 83(1986)-  38 13 05.     (N)    085 35 13.     (W)     SCALED    
 HZ1644* NAVD 88     -       198.402  (meters)     650.92   (feet)  ADJUSTED  
 HZ1644  ___________________________________________________________________
 HZ1644  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ1644  DYNAMIC HT  -         198.267 (meters)     650.48  (feet)  COMP
 HZ1644  MODELED GRAV-     979,944.7   (mgal)                       NAVD 88
 HZ1644
 HZ1644  VERT ORDER  -  SECOND    CLASS 0
 HZ1644
 HZ1644.The horizontal coordinates were scaled from a topographic map and have
 HZ1644.an estimated accuracy of +/- 6 seconds.
 HZ1644
 HZ1644.The orthometric height was determined by differential leveling
 HZ1644.and adjusted by the National Geodetic Survey in June 1991..
 HZ1644
 HZ1644.The geoid height was determined by GEOID03.
 HZ1644
 HZ1644.The dynamic height is computed by dividing the NAVD 88
 HZ1644.geopotential number by the normal gravity value computed on the
 HZ1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1644.degrees latitude (g = 980.6199 gals.).
 HZ1644
 HZ1644.The modeled gravity was interpolated from observed gravity values.
 HZ1644
 HZ1644;                    North         East    Units  Estimated Accuracy
 HZ1644;SPC KY1Z     - 1,209,190.    1,514,280.      MT  (+/- 180 meters Scaled)
 HZ1644
 HZ1644                          SUPERSEDED SURVEY CONTROL
 HZ1644
 HZ1644  NGVD 29 (??/??/92)  198.554  (m)          651.42   (f) ADJ UNCH    2 0
 HZ1644
 HZ1644.Superseded values are not recommended for survey control.
 HZ1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1644.See file dsdata.txt to determine how the superseded data were derived.
 HZ1644
 HZ1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH236309(NAD 83)
 HZ1644_MARKER: DD = SURVEY DISK
 HZ1644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1644_SP_SET: CULVERT
 HZ1644_STAMPING: I64-L10-1960
 HZ1644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1644
 HZ1644  HISTORY     - Date     Condition        Report By
 HZ1644  HISTORY     - 1960     MONUMENTED       PAS
 HZ1644  HISTORY     - 1981     GOOD             KYDT
 HZ1644
 HZ1644                          STATION DESCRIPTION
 HZ1644
 HZ1644'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1644'2 MI NW FROM JEFFERSONTOWN.
 HZ1644'ABOUT 0.5 MILE NORTHEAST ALONG WATTERSON STREET FROM THE POST
 HZ1644'OFFICE IN JEFFERSONTOWN, THENCE ABOUT 2.05 MILES NORTHWEST ALONG
 HZ1644'STATE HIGHWAY 155, THENCE ABOUT 0.3 MILE NORTHEAST ALONG HURSTBOURNE
 HZ1644'LANE, ABOUT 2.8 MILES WEST AND ABOUT 2.2 MILES SOUTH OF THE POST
 HZ1644'OFFICE IN MIDDLETOWN, 16 FEET NORTHEAST OF CENTER HURSTBOURNE
 HZ1644'LANE, 5.6 FEET SOUTHWEST OF A BOARD FENCE.  IN THE TOP OF THE
 HZ1644'NORTH END OF THE EAST HEADWALL OF A CONCRETE BOX CULVERT UNDER
 HZ1644'HURSTBOURNE LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ1644'MARK DISK STAMPED I64-L10-1960.
 HZ1644
 HZ1644                          STATION RECOVERY (1981)
 HZ1644
 HZ1644'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1700 ***********************************************************************
 HY1700  DESIGNATION -  I64 L 100
 HY1700  PID         -  HY1700
 HY1700  STATE/COUNTY-  KY/CARTER
 HY1700  USGS QUAD   -  SOLDIER (1970)
 HY1700
 HY1700                         *CURRENT SURVEY CONTROL
 HY1700  ___________________________________________________________________
 HY1700* NAD 83(1986)-  38 17 51.     (N)    083 16 19.     (W)     SCALED    
 HY1700* NAVD 88     -       258.547  (meters)     848.25   (feet)  ADJUSTED  
 HY1700  ___________________________________________________________________
 HY1700  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1700  DYNAMIC HT  -         258.369 (meters)     847.67  (feet)  COMP
 HY1700  MODELED GRAV-     979,935.0   (mgal)                       NAVD 88
 HY1700
 HY1700  VERT ORDER  -  SECOND    CLASS 0
 HY1700
 HY1700.The horizontal coordinates were scaled from a topographic map and have
 HY1700.an estimated accuracy of +/- 6 seconds.
 HY1700
 HY1700.The orthometric height was determined by differential leveling
 HY1700.and adjusted by the National Geodetic Survey in June 1991..
 HY1700
 HY1700.The geoid height was determined by GEOID03.
 HY1700
 HY1700.The dynamic height is computed by dividing the NAVD 88
 HY1700.geopotential number by the normal gravity value computed on the
 HY1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1700.degrees latitude (g = 980.6199 gals.).
 HY1700
 HY1700.The modeled gravity was interpolated from observed gravity values.
 HY1700
 HY1700;                    North         East    Units  Estimated Accuracy
 HY1700;SPC KY1Z     - 1,220,870.    1,716,730.      MT  (+/- 180 meters Scaled)
 HY1700
 HY1700                          SUPERSEDED SURVEY CONTROL
 HY1700
 HY1700  NGVD 29 (??/??/92)  258.677  (m)          848.68   (f) ADJ UNCH    2 0
 HY1700
 HY1700.Superseded values are not recommended for survey control.
 HY1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1700.See file dsdata.txt to determine how the superseded data were derived.
 HY1700
 HY1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC013412(NAD 83)
 HY1700_MARKER: DD = SURVEY DISK
 HY1700_SETTING: 66 = SET IN ROCK OUTCROP
 HY1700_SP_SET: ROCK LEDGE
 HY1700_STAMPING: I-64 L-100 1964
 HY1700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1700+STABILITY: POSITION/ELEVATION WELL
 HY1700
 HY1700  HISTORY     - Date     Condition        Report By
 HY1700  HISTORY     - 1964     MONUMENTED       PAS
 HY1700  HISTORY     - 20011212 MARK NOT FOUND   KYDT
 HY1700
 HY1700                          STATION DESCRIPTION
 HY1700
 HY1700'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1700'5.6 MI W FROM OLIVE HILL.
 HY1700'ABOUT 5.65 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HY1700'OF STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL, ABOUT
 HY1700'0.5 MILE EAST OF UPPER TYGART SCHOOL, AT THE JUNCTION OF STATE
 HY1700'HIGHWAY 1024, ABOUT 124 FEET NORTHEAST OF JUNCTION, 35 FEET
 HY1700'WEST OF THE NORTH END OF A 24-INCH TILE PIPE UNDER HIGHWAY,
 HY1700'26 FEET NORTH OF THE CENTER OF HIGHWAY AND ABOUT 1 1/2 FEET
 HY1700'HIGHER THAN HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HY1700'MARK DISK SET IN DRILL HOLE IN SANDSTONE LEDGE AND STAMPED
 HY1700'I-64 L-100 1964.
 HY1700
 HY1700                          STATION RECOVERY (2001)
 HY1700
 HY1700'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY1700'A NEW HIGHWAY BRIDGE AND ROAD JUNCTION BUILT NEAR LOCATION IN 1987,
 HY1700'AREA HAS BEEN GRADED, PROBABLY TORN OUT, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1701 ***********************************************************************
 HY1701  DESIGNATION -  I64 L 101
 HY1701  PID         -  HY1701
 HY1701  STATE/COUNTY-  KY/CARTER
 HY1701  USGS QUAD   -  SOLDIER (1970)
 HY1701
 HY1701                         *CURRENT SURVEY CONTROL
 HY1701  ___________________________________________________________________
 HY1701* NAD 83(1986)-  38 18 08.     (N)    083 15 46.     (W)     SCALED    
 HY1701* NAVD 88     -       264.820  (meters)     868.83   (feet)  ADJUSTED  
 HY1701  ___________________________________________________________________
 HY1701  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1701  DYNAMIC HT  -         264.639 (meters)     868.24  (feet)  COMP
 HY1701  MODELED GRAV-     979,936.6   (mgal)                       NAVD 88
 HY1701
 HY1701  VERT ORDER  -  SECOND    CLASS 0
 HY1701
 HY1701.The horizontal coordinates were scaled from a topographic map and have
 HY1701.an estimated accuracy of +/- 6 seconds.
 HY1701
 HY1701.The orthometric height was determined by differential leveling
 HY1701.and adjusted by the National Geodetic Survey in June 1991..
 HY1701
 HY1701.The geoid height was determined by GEOID03.
 HY1701
 HY1701.The dynamic height is computed by dividing the NAVD 88
 HY1701.geopotential number by the normal gravity value computed on the
 HY1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1701.degrees latitude (g = 980.6199 gals.).
 HY1701
 HY1701.The modeled gravity was interpolated from observed gravity values.
 HY1701
 HY1701;                    North         East    Units  Estimated Accuracy
 HY1701;SPC KY1Z     - 1,221,410.    1,717,520.      MT  (+/- 180 meters Scaled)
 HY1701
 HY1701                          SUPERSEDED SURVEY CONTROL
 HY1701
 HY1701  NGVD 29 (??/??/92)  264.951  (m)          869.26   (f) ADJ UNCH    2 0
 HY1701
 HY1701.Superseded values are not recommended for survey control.
 HY1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1701.See file dsdata.txt to determine how the superseded data were derived.
 HY1701
 HY1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC021417(NAD 83)
 HY1701_MARKER: DD = SURVEY DISK
 HY1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1701_STAMPING: I-64 L-101 1964
 HY1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1701+STABILITY: SURFACE MOTION
 HY1701
 HY1701  HISTORY     - Date     Condition        Report By
 HY1701  HISTORY     - 1964     MONUMENTED       PAS
 HY1701  HISTORY     - 20011212 MARK NOT FOUND   KYDT
 HY1701
 HY1701                          STATION DESCRIPTION
 HY1701
 HY1701'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1701'5.7 MI NW FROM OLIVE HILL.
 HY1701'ABOUT 5.25 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HY1701'OF STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL, THENCE
 HY1701'ABOUT 0.45 MILE NORTH ALONG GRAVEL ROAD, ABOUT 105 FEET SOUTHWEST
 HY1701'OF THE SOUTHWEST CORNER OF A 1 STORY FRAME HOUSE, 17 FEET EAST
 HY1701'OF THE CENTER OF ROAD, 2 FEET NORTHWEST OF METAL WITNESS POST AND
 HY1701'SIGN, 1 1/2 FEET WEST OF WIRE FENCE AND ABOUT 1/2 FOOT HIGHER THAN
 HY1701'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HY1701'TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 L-101 1964.
 HY1701
 HY1701                          STATION RECOVERY (2001)
 HY1701
 HY1701'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY1701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1702 ***********************************************************************
 HY1702  DESIGNATION -  I64 L 102
 HY1702  PID         -  HY1702
 HY1702  STATE/COUNTY-  KY/CARTER
 HY1702  USGS QUAD   -  SOLDIER (1970)
 HY1702
 HY1702                         *CURRENT SURVEY CONTROL
 HY1702  ___________________________________________________________________
 HY1702* NAD 83(1986)-  38 18 46.     (N)    083 15 50.     (W)     SCALED    
 HY1702* NAVD 88     -       276.647  (meters)     907.63   (feet)  ADJUSTED  
 HY1702  ___________________________________________________________________
 HY1702  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1702  DYNAMIC HT  -         276.457 (meters)     907.01  (feet)  COMP
 HY1702  MODELED GRAV-     979,935.8   (mgal)                       NAVD 88
 HY1702
 HY1702  VERT ORDER  -  SECOND    CLASS 0
 HY1702
 HY1702.The horizontal coordinates were scaled from a topographic map and have
 HY1702.an estimated accuracy of +/- 6 seconds.
 HY1702
 HY1702.The orthometric height was determined by differential leveling
 HY1702.and adjusted by the National Geodetic Survey in June 1991..
 HY1702
 HY1702.The geoid height was determined by GEOID03.
 HY1702
 HY1702.The dynamic height is computed by dividing the NAVD 88
 HY1702.geopotential number by the normal gravity value computed on the
 HY1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1702.degrees latitude (g = 980.6199 gals.).
 HY1702
 HY1702.The modeled gravity was interpolated from observed gravity values.
 HY1702
 HY1702;                    North         East    Units  Estimated Accuracy
 HY1702;SPC KY1Z     - 1,222,580.    1,717,390.      MT  (+/- 180 meters Scaled)
 HY1702
 HY1702                          SUPERSEDED SURVEY CONTROL
 HY1702
 HY1702  NGVD 29 (??/??/92)  276.777  (m)          908.06   (f) ADJ UNCH    2 0
 HY1702
 HY1702.Superseded values are not recommended for survey control.
 HY1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1702.See file dsdata.txt to determine how the superseded data were derived.
 HY1702
 HY1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC020429(NAD 83)
 HY1702_MARKER: DD = SURVEY DISK
 HY1702_SETTING: 66 = SET IN ROCK OUTCROP
 HY1702_SP_SET: ROCK OUTCROP
 HY1702_STAMPING: I-64 L-102 1964
 HY1702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1702+STABILITY: POSITION/ELEVATION WELL
 HY1702
 HY1702  HISTORY     - Date     Condition        Report By
 HY1702  HISTORY     - 1964     MONUMENTED       PAS
 HY1702
 HY1702                          STATION DESCRIPTION
 HY1702
 HY1702'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1702'6.8 MI NW FROM OLIVE HILL.
 HY1702'ABOUT 5.25 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HY1702'OF STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL, THENCE
 HY1702'ABOUT 1.25 MILES NORTH ALONG GRAVEL ROAD, ABOUT 0.1 MILE NORTH
 HY1702'OF A DRIVE LEADING NORTHEAST, 11 1/2 FEET EAST OF THE CENTER OF
 HY1702'ROAD, 7 FEET WEST-SOUTHWEST OF METAL WITNESS POST AND SIGN AND
 HY1702'ABOUT 1 1/2 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT OF
 HY1702'HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN SANDSTONE OUTCROP
 HY1702'AND STAMPED I-64 L-102 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1703 ***********************************************************************
 HY1703  DESIGNATION -  I64 L 103
 HY1703  PID         -  HY1703
 HY1703  STATE/COUNTY-  KY/CARTER
 HY1703  USGS QUAD   -  OLIVE HILL (1975)
 HY1703
 HY1703                         *CURRENT SURVEY CONTROL
 HY1703  ___________________________________________________________________
 HY1703* NAD 83(1986)-  38 19 08.     (N)    083 14 58.     (W)     SCALED    
 HY1703* NAVD 88     -       288.759  (meters)     947.37   (feet)  ADJUSTED  
 HY1703  ___________________________________________________________________
 HY1703  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1703  DYNAMIC HT  -         288.562 (meters)     946.72  (feet)  COMP
 HY1703  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 HY1703
 HY1703  VERT ORDER  -  SECOND    CLASS 0
 HY1703
 HY1703.The horizontal coordinates were scaled from a topographic map and have
 HY1703.an estimated accuracy of +/- 6 seconds.
 HY1703
 HY1703.The orthometric height was determined by differential leveling
 HY1703.and adjusted by the National Geodetic Survey in June 1991..
 HY1703
 HY1703.The geoid height was determined by GEOID03.
 HY1703
 HY1703.The dynamic height is computed by dividing the NAVD 88
 HY1703.geopotential number by the normal gravity value computed on the
 HY1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1703.degrees latitude (g = 980.6199 gals.).
 HY1703
 HY1703.The modeled gravity was interpolated from observed gravity values.
 HY1703
 HY1703;                    North         East    Units  Estimated Accuracy
 HY1703;SPC KY1Z     - 1,223,290.    1,718,640.      MT  (+/- 180 meters Scaled)
 HY1703
 HY1703                          SUPERSEDED SURVEY CONTROL
 HY1703
 HY1703  NGVD 29 (??/??/92)  288.890  (m)          947.80   (f) ADJ UNCH    2 0
 HY1703
 HY1703.Superseded values are not recommended for survey control.
 HY1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1703.See file dsdata.txt to determine how the superseded data were derived.
 HY1703
 HY1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC033435(NAD 83)
 HY1703_MARKER: DD = SURVEY DISK
 HY1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1703_STAMPING: I-64 L-103 1964
 HY1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1703+STABILITY: SURFACE MOTION
 HY1703
 HY1703  HISTORY     - Date     Condition        Report By
 HY1703  HISTORY     - 1964     MONUMENTED       PAS
 HY1703
 HY1703                          STATION DESCRIPTION
 HY1703
 HY1703'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1703'5.5 MI NW FROM OLIVE HILL.
 HY1703'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 HY1703'STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL, THENCE
 HY1703'ABOUT 2.4 MILES NORTH ALONG GRAVEL ROAD TO A Y-FORK, THENCE
 HY1703'ABOUT 0.5 MILE NORTHWEST ALONG DIRT ROAD, ABOUT 0.1 MILE
 HY1703'NORTHWEST OF A 1 1/2 STORY CONCRETE BLOCK HOUSE, 39 FEET
 HY1703'NORTH-NORTHEAST OF THE INTERSECTION OF ROAD AND DRIVE, 27 FEET
 HY1703'NORTHEAST OF THE NORTHEAST END OF SMALL WOODEN BRIDGE, 23 FEET
 HY1703'NORTH OF A 15-INCH WHITE OAK TREE, 11 FEET NORTHWEST OF A
 HY1703'15-INCH SYCAMORE TREE, 8 FEET WEST OF WIRE FENCE, 1.8 FEET
 HY1703'SOUTH OF METAL WITNESS POST AND SIGN AND ABOUT LEVEL WITH
 HY1703'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 HY1703'IN TOP OF CONCRETE POST PROJECTING 1 INCH AND STAMPED I-64
 HY1703'L-103 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1704 ***********************************************************************
 HY1704  DESIGNATION -  I64 L 104
 HY1704  PID         -  HY1704
 HY1704  STATE/COUNTY-  KY/CARTER
 HY1704  USGS QUAD   -  OLIVE HILL (1975)
 HY1704
 HY1704                         *CURRENT SURVEY CONTROL
 HY1704  ___________________________________________________________________
 HY1704* NAD 83(1986)-  38 19 38.     (N)    083 14 33.     (W)     SCALED    
 HY1704* NAVD 88     -       296.855  (meters)     973.93   (feet)  ADJUSTED  
 HY1704  ___________________________________________________________________
 HY1704  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1704  DYNAMIC HT  -         296.652 (meters)     973.27  (feet)  COMP
 HY1704  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 HY1704
 HY1704  VERT ORDER  -  SECOND    CLASS 0
 HY1704
 HY1704.The horizontal coordinates were scaled from a topographic map and have
 HY1704.an estimated accuracy of +/- 6 seconds.
 HY1704
 HY1704.The orthometric height was determined by differential leveling
 HY1704.and adjusted by the National Geodetic Survey in June 1991..
 HY1704
 HY1704.The geoid height was determined by GEOID03.
 HY1704
 HY1704.The dynamic height is computed by dividing the NAVD 88
 HY1704.geopotential number by the normal gravity value computed on the
 HY1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1704.degrees latitude (g = 980.6199 gals.).
 HY1704
 HY1704.The modeled gravity was interpolated from observed gravity values.
 HY1704
 HY1704;                    North         East    Units  Estimated Accuracy
 HY1704;SPC KY1Z     - 1,224,240.    1,719,220.      MT  (+/- 180 meters Scaled)
 HY1704
 HY1704                          SUPERSEDED SURVEY CONTROL
 HY1704
 HY1704  NGVD 29 (??/??/92)  296.986  (m)          974.36   (f) ADJ UNCH    2 0
 HY1704
 HY1704.Superseded values are not recommended for survey control.
 HY1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1704.See file dsdata.txt to determine how the superseded data were derived.
 HY1704
 HY1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC039445(NAD 83)
 HY1704_MARKER: DD = SURVEY DISK
 HY1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1704_STAMPING: I-64 L-104 1964
 HY1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1704+STABILITY: SURFACE MOTION
 HY1704
 HY1704  HISTORY     - Date     Condition        Report By
 HY1704  HISTORY     - 1964     MONUMENTED       PAS
 HY1704
 HY1704                          STATION DESCRIPTION
 HY1704
 HY1704'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1704'5.6 MI NW FROM OLIVE HILL.
 HY1704'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HY1704'OF STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL, THENCE
 HY1704'ABOUT 2.4 MILES NORTH ALONG A GRAVEL ROAD TO A Y-FORK, THENCE
 HY1704'ABOUT 0.6 MILE NORTH ALONG DIRT ROAD, 38 FEET EAST OF AN
 HY1704'18-INCH BEECH TREE, 35 FEET NORTH OF A 16-INCH WHITE OAK TREE,
 HY1704'20 FEET NORTH OF THE CENTER OF DIRT ROAD, 2.4 FEET NORTHWEST OF
 HY1704'METAL WITNESS POST AND SIGN, 1 1/2 FEET SOUTHWEST OF WIRE FENCE
 HY1704'AND ABOUT 4 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT OF
 HY1704'HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 HY1704'1 INCH AND STAMPED I-64 L-104 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1705 ***********************************************************************
 HY1705  DESIGNATION -  I64 L 105
 HY1705  PID         -  HY1705
 HY1705  STATE/COUNTY-  KY/CARTER
 HY1705  USGS QUAD   -  OLIVE HILL (1975)
 HY1705
 HY1705                         *CURRENT SURVEY CONTROL
 HY1705  ___________________________________________________________________
 HY1705* NAD 83(1986)-  38 19 29.     (N)    083 13 49.     (W)     SCALED    
 HY1705* NAVD 88     -       346.965  (meters)    1138.33   (feet)  ADJUSTED  
 HY1705  ___________________________________________________________________
 HY1705  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1705  DYNAMIC HT  -         346.727 (meters)    1137.55  (feet)  COMP
 HY1705  MODELED GRAV-     979,931.3   (mgal)                       NAVD 88
 HY1705
 HY1705  VERT ORDER  -  SECOND    CLASS 0
 HY1705
 HY1705.The horizontal coordinates were scaled from a topographic map and have
 HY1705.an estimated accuracy of +/- 6 seconds.
 HY1705
 HY1705.The orthometric height was determined by differential leveling
 HY1705.and adjusted by the National Geodetic Survey in June 1991..
 HY1705
 HY1705.The geoid height was determined by GEOID03.
 HY1705
 HY1705.The dynamic height is computed by dividing the NAVD 88
 HY1705.geopotential number by the normal gravity value computed on the
 HY1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1705.degrees latitude (g = 980.6199 gals.).
 HY1705
 HY1705.The modeled gravity was interpolated from observed gravity values.
 HY1705
 HY1705;                    North         East    Units  Estimated Accuracy
 HY1705;SPC KY1Z     - 1,223,990.    1,720,290.      MT  (+/- 180 meters Scaled)
 HY1705
 HY1705                          SUPERSEDED SURVEY CONTROL
 HY1705
 HY1705  NGVD 29 (??/??/92)  347.095  (m)         1138.76   (f) ADJ UNCH    2 0
 HY1705
 HY1705.Superseded values are not recommended for survey control.
 HY1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1705.See file dsdata.txt to determine how the superseded data were derived.
 HY1705
 HY1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC050441(NAD 83)
 HY1705_MARKER: DD = SURVEY DISK
 HY1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1705_STAMPING: I-64 L-105 1964
 HY1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1705+STABILITY: SURFACE MOTION
 HY1705
 HY1705  HISTORY     - Date     Condition        Report By
 HY1705  HISTORY     - 1964     MONUMENTED       PAS
 HY1705
 HY1705                          STATION DESCRIPTION
 HY1705
 HY1705'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1705'4.2 MI NW FROM OLIVE HILL.
 HY1705'ABOUT 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 2 FROM THE
 HY1705'JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 2 IN OLIVE HILL TO A
 HY1705'CROSSROAD AT TOP OF HILL, THENCE ABOUT 0.9 MILE WEST ALONG GRAVEL
 HY1705'ROAD TO A 1 1/2 STORY FRAME HOUSE AT CREST OF HILL.  CONTINUE
 HY1705'WEST ALONG DIRT ROAD FOR 0.8 MILE TO A SHARP BEND IN ROAD LEFT
 HY1705'AND MARK ON THE RIGHT.  IT IS 34 FEET SOUTHEAST OF A 34-INCH
 HY1705'WHITE OAK TREE, 23 FEET NORTHWEST OF A 16-INCH HICKORY TREE,
 HY1705'13 FEET NORTHEAST OF THE CENTER OF DIRT ROAD, 1.7 FEET SOUTH OF
 HY1705'METAL WITNESS POST AND SIGN AND ABOUT 5 FEET HIGHER THAN ROAD.
 HY1705'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 HY1705'CONCRETE POST PROJECTING 2 INCHES AND STAMPED I-64 L-105 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1710 ***********************************************************************
 HY1710  DESIGNATION -  I64 L 106
 HY1710  PID         -  HY1710
 HY1710  STATE/COUNTY-  KY/CARTER
 HY1710  USGS QUAD   -  OLIVE HILL (1975)
 HY1710
 HY1710                         *CURRENT SURVEY CONTROL
 HY1710  ___________________________________________________________________
 HY1710* NAD 83(1986)-  38 19 30.     (N)    083 11 43.     (W)     SCALED    
 HY1710* NAVD 88     -       326.441  (meters)    1071.00   (feet)  ADJUSTED  
 HY1710  ___________________________________________________________________
 HY1710  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1710  DYNAMIC HT  -         326.217 (meters)    1070.26  (feet)  COMP
 HY1710  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 HY1710
 HY1710  VERT ORDER  -  SECOND    CLASS 0
 HY1710
 HY1710.The horizontal coordinates were scaled from a topographic map and have
 HY1710.an estimated accuracy of +/- 6 seconds.
 HY1710
 HY1710.The orthometric height was determined by differential leveling
 HY1710.and adjusted by the National Geodetic Survey in June 1991..
 HY1710
 HY1710.The geoid height was determined by GEOID03.
 HY1710
 HY1710.The dynamic height is computed by dividing the NAVD 88
 HY1710.geopotential number by the normal gravity value computed on the
 HY1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1710.degrees latitude (g = 980.6199 gals.).
 HY1710
 HY1710.The modeled gravity was interpolated from observed gravity values.
 HY1710
 HY1710;                    North         East    Units  Estimated Accuracy
 HY1710;SPC KY1Z     - 1,224,100.    1,723,350.      MT  (+/- 180 meters Scaled)
 HY1710
 HY1710                          SUPERSEDED SURVEY CONTROL
 HY1710
 HY1710  NGVD 29 (??/??/92)  326.573  (m)         1071.43   (f) ADJ UNCH    2 0
 HY1710
 HY1710.Superseded values are not recommended for survey control.
 HY1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1710.See file dsdata.txt to determine how the superseded data were derived.
 HY1710
 HY1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC081441(NAD 83)
 HY1710_MARKER: DD = SURVEY DISK
 HY1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1710_STAMPING: I-64 L-106 1964
 HY1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1710+STABILITY: SURFACE MOTION
 HY1710
 HY1710  HISTORY     - Date     Condition        Report By
 HY1710  HISTORY     - 1964     MONUMENTED       PAS
 HY1710
 HY1710                          STATION DESCRIPTION
 HY1710
 HY1710'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1710'2.5 MI N FROM OLIVE HILL.
 HY1710'ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 HY1710'STATE HIGHWAY 2 AND U.S.HIGHWAY 60 AT OLIVE HILL, THENCE ABOUT
 HY1710'1.1 MILES NORTH ALONG A BLACK TOP ROAD TO A T-ROAD INTERSECTION,
 HY1710'THENCE ABOUT 1.4 MILES NORTHWEST ALONG BLACK TOP ROAD, 21 FEET
 HY1710'NORTHEAST OF THE CENTER OF ROAD, 1.4 FEET NORTHWEST OF METAL
 HY1710'WITNESS POST AND SIGN, 1.4 FEET SOUTHWEST OF WIRE FENCE AND ABOUT
 HY1710'LEVEL WITH ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 HY1710'DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED
 HY1710'I-64 L-106 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1717 ***********************************************************************
 HY1717  DESIGNATION -  I64 L 107
 HY1717  PID         -  HY1717
 HY1717  STATE/COUNTY-  KY/CARTER
 HY1717  USGS QUAD   -  OLIVE HILL (1975)
 HY1717
 HY1717                         *CURRENT SURVEY CONTROL
 HY1717  ___________________________________________________________________
 HY1717* NAD 83(1986)-  38 18 14.     (N)    083 09 47.     (W)     SCALED    
 HY1717* NAVD 88     -       260.232  (meters)     853.78   (feet)  ADJUSTED  
 HY1717  ___________________________________________________________________
 HY1717  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1717  DYNAMIC HT  -         260.056 (meters)     853.20  (feet)  COMP
 HY1717  MODELED GRAV-     979,945.9   (mgal)                       NAVD 88
 HY1717
 HY1717  VERT ORDER  -  SECOND    CLASS 0
 HY1717
 HY1717.The horizontal coordinates were scaled from a topographic map and have
 HY1717.an estimated accuracy of +/- 6 seconds.
 HY1717
 HY1717.The orthometric height was determined by differential leveling
 HY1717.and adjusted by the National Geodetic Survey in June 1991..
 HY1717
 HY1717.The geoid height was determined by GEOID03.
 HY1717
 HY1717.The dynamic height is computed by dividing the NAVD 88
 HY1717.geopotential number by the normal gravity value computed on the
 HY1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1717.degrees latitude (g = 980.6199 gals.).
 HY1717
 HY1717.The modeled gravity was interpolated from observed gravity values.
 HY1717
 HY1717;                    North         East    Units  Estimated Accuracy
 HY1717;SPC KY1Z     - 1,221,840.    1,726,230.      MT  (+/- 180 meters Scaled)
 HY1717
 HY1717                          SUPERSEDED SURVEY CONTROL
 HY1717
 HY1717  NGVD 29 (??/??/92)  260.377  (m)          854.25   (f) ADJ UNCH    2 0
 HY1717
 HY1717.Superseded values are not recommended for survey control.
 HY1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1717.See file dsdata.txt to determine how the superseded data were derived.
 HY1717
 HY1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC108417(NAD 83)
 HY1717_MARKER: DD = SURVEY DISK
 HY1717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1717_SP_SET: SIGN POLE BASE
 HY1717_STAMPING: I-64 L-107 1964
 HY1717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1717
 HY1717  HISTORY     - Date     Condition        Report By
 HY1717  HISTORY     - 1964     MONUMENTED       PAS
 HY1717
 HY1717                          STATION DESCRIPTION
 HY1717
 HY1717'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1717'1 MI NE FROM OLIVE HILL.
 HY1717'ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HY1717'OF STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL, AT THE
 HY1717'OLIVE HILL MOTOR SALES GARAGE, 76 FEET NORTH OF THE CENTER OF
 HY1717'U.S. 60, 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF GARAGE,
 HY1717'46 FEET EAST OF THE NORTH END OF CONCRETE BOX CULVERT UNDER
 HY1717'U.S. 60 AND 1.2 FEET NORTH OF STEEL SIGN POLE.  A KENTUCKY
 HY1717'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN THE TOP
 HY1717'OF THE NORTH END OF A 2 1/2 X 3 1/2 FT CONCRETE BASE FOR STEEL
 HY1717'SIGN POLE.  THE DISK IS STAMPED I-64 L-107 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1718 ***********************************************************************
 HY1718  DESIGNATION -  I64 L 108
 HY1718  PID         -  HY1718
 HY1718  STATE/COUNTY-  KY/CARTER
 HY1718  USGS QUAD   -  OLIVE HILL (1975)
 HY1718
 HY1718                         *CURRENT SURVEY CONTROL
 HY1718  ___________________________________________________________________
 HY1718* NAD 83(1986)-  38 18 29.     (N)    083 08 58.     (W)     SCALED    
 HY1718* NAVD 88     -       254.485  (meters)     834.92   (feet)  ADJUSTED  
 HY1718  ___________________________________________________________________
 HY1718  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1718  DYNAMIC HT  -         254.313 (meters)     834.36  (feet)  COMP
 HY1718  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 HY1718
 HY1718  VERT ORDER  -  SECOND    CLASS 0
 HY1718
 HY1718.The horizontal coordinates were scaled from a topographic map and have
 HY1718.an estimated accuracy of +/- 6 seconds.
 HY1718
 HY1718.The orthometric height was determined by differential leveling
 HY1718.and adjusted by the National Geodetic Survey in June 1991..
 HY1718
 HY1718.The geoid height was determined by GEOID03.
 HY1718
 HY1718.The dynamic height is computed by dividing the NAVD 88
 HY1718.geopotential number by the normal gravity value computed on the
 HY1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1718.degrees latitude (g = 980.6199 gals.).
 HY1718
 HY1718.The modeled gravity was interpolated from observed gravity values.
 HY1718
 HY1718;                    North         East    Units  Estimated Accuracy
 HY1718;SPC KY1Z     - 1,222,330.    1,727,410.      MT  (+/- 180 meters Scaled)
 HY1718
 HY1718                          SUPERSEDED SURVEY CONTROL
 HY1718
 HY1718  NGVD 29 (??/??/92)  254.633  (m)          835.41   (f) ADJ UNCH    2 0
 HY1718
 HY1718.Superseded values are not recommended for survey control.
 HY1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1718.See file dsdata.txt to determine how the superseded data were derived.
 HY1718
 HY1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC120421(NAD 83)
 HY1718_MARKER: DD = SURVEY DISK
 HY1718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1718_SP_SET: CULVERT
 HY1718_STAMPING: I-64 L-108 1964
 HY1718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1718
 HY1718  HISTORY     - Date     Condition        Report By
 HY1718  HISTORY     - 1964     MONUMENTED       PAS
 HY1718
 HY1718                          STATION DESCRIPTION
 HY1718
 HY1718'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1718'1.8 MI NE FROM OLIVE HILL.
 HY1718'ABOUT 1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 HY1718'JUNCTION OF STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE
 HY1718'HILL, ABOUT 0.35 MILE WEST OF BRIDGE OVER TYGARTS CREEK, AT
 HY1718'THE JUNCTION OF STATE HIGHWAY 1025, 54 FEET NORTHWEST OF
 HY1718'JUNCTION, 21 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 60
 HY1718'AND ABOUT 2 FEET LOWER THAN HIGHWAY.  A KENTUCKY DEPARTMENT OF
 HY1718'HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN THE TOP OF THE
 HY1718'EAST END OF THE NORTH HEADWALL OF CONCRETE CULVERT UNDER
 HY1718'HIGHWAY 60.  THE DISK IS STAMPED I-6 L-108 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1719 ***********************************************************************
 HY1719  DESIGNATION -  I64 L 109
 HY1719  PID         -  HY1719
 HY1719  STATE/COUNTY-  KY/CARTER
 HY1719  USGS QUAD   -  OLIVE HILL (1975)
 HY1719
 HY1719                         *CURRENT SURVEY CONTROL
 HY1719  ___________________________________________________________________
 HY1719* NAD 83(1986)-  38 19 13.     (N)    083 09 09.     (W)     SCALED    
 HY1719* NAVD 88     -       234.291  (meters)     768.67   (feet)  ADJUSTED  
 HY1719  ___________________________________________________________________
 HY1719  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1719  DYNAMIC HT  -         234.132 (meters)     768.15  (feet)  COMP
 HY1719  MODELED GRAV-     979,944.6   (mgal)                       NAVD 88
 HY1719
 HY1719  VERT ORDER  -  SECOND    CLASS 0
 HY1719
 HY1719.The horizontal coordinates were scaled from a topographic map and have
 HY1719.an estimated accuracy of +/- 6 seconds.
 HY1719
 HY1719.The orthometric height was determined by differential leveling
 HY1719.and adjusted by the National Geodetic Survey in June 1991..
 HY1719
 HY1719.The geoid height was determined by GEOID03.
 HY1719
 HY1719.The dynamic height is computed by dividing the NAVD 88
 HY1719.geopotential number by the normal gravity value computed on the
 HY1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1719.degrees latitude (g = 980.6199 gals.).
 HY1719
 HY1719.The modeled gravity was interpolated from observed gravity values.
 HY1719
 HY1719;                    North         East    Units  Estimated Accuracy
 HY1719;SPC KY1Z     - 1,223,680.    1,727,110.      MT  (+/- 180 meters Scaled)
 HY1719
 HY1719                          SUPERSEDED SURVEY CONTROL
 HY1719
 HY1719  NGVD 29 (??/??/92)  234.439  (m)          769.16   (f) ADJ UNCH    2 0
 HY1719
 HY1719.Superseded values are not recommended for survey control.
 HY1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1719.See file dsdata.txt to determine how the superseded data were derived.
 HY1719
 HY1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC118435(NAD 83)
 HY1719_MARKER: DD = SURVEY DISK
 HY1719_SETTING: 66 = SET IN ROCK OUTCROP
 HY1719_SP_SET: ROCK OUTCROP
 HY1719_STAMPING: I-64 L-109 1964
 HY1719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1719+STABILITY: POSITION/ELEVATION WELL
 HY1719
 HY1719  HISTORY     - Date     Condition        Report By
 HY1719  HISTORY     - 1964     MONUMENTED       PAS
 HY1719
 HY1719                          STATION DESCRIPTION
 HY1719
 HY1719'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1719'2.8 MI NNE FROM OLIVE HILL.
 HY1719'ABOUT 1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 HY1719'JUNCTION OF STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL,
 HY1719'THENCE ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 1025, ABOUT
 HY1719'90 FEET NORTH OF THE CENTER OF HIGHWAY, 34 FEET NORTHWEST OF THE
 HY1719'NORTHWEST CORNER OF HOUSE, 22 FEET SOUTHEAST OF A 26-INCH
 HY1719'SYCAMORE TREE AND ABOUT 10 FEET LOWER THAN HIGHWAY.  A KENTUCKY
 HY1719'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN
 HY1719'LIMESTONE OUTCROP AND STAMPED I-64 L-109 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1643 ***********************************************************************
 HZ1643  DESIGNATION -  I64 L 11
 HZ1643  PID         -  HZ1643
 HZ1643  STATE/COUNTY-  KY/JEFFERSON
 HZ1643  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1643
 HZ1643                         *CURRENT SURVEY CONTROL
 HZ1643  ___________________________________________________________________
 HZ1643* NAD 83(1986)-  38 13 38.     (N)    085 34 38.     (W)     SCALED    
 HZ1643* NAVD 88     -       203.630  (meters)     668.08   (feet)  ADJUSTED  
 HZ1643  ___________________________________________________________________
 HZ1643  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ1643  DYNAMIC HT  -         203.492 (meters)     667.62  (feet)  COMP
 HZ1643  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 HZ1643
 HZ1643  VERT ORDER  -  SECOND    CLASS 0
 HZ1643
 HZ1643.The horizontal coordinates were scaled from a topographic map and have
 HZ1643.an estimated accuracy of +/- 6 seconds.
 HZ1643
 HZ1643.The orthometric height was determined by differential leveling
 HZ1643.and adjusted by the National Geodetic Survey in June 1991..
 HZ1643
 HZ1643.The geoid height was determined by GEOID03.
 HZ1643
 HZ1643.The dynamic height is computed by dividing the NAVD 88
 HZ1643.geopotential number by the normal gravity value computed on the
 HZ1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1643.degrees latitude (g = 980.6199 gals.).
 HZ1643
 HZ1643.The modeled gravity was interpolated from observed gravity values.
 HZ1643
 HZ1643;                    North         East    Units  Estimated Accuracy
 HZ1643;SPC KY1Z     - 1,210,200.    1,515,130.      MT  (+/- 180 meters Scaled)
 HZ1643
 HZ1643                          SUPERSEDED SURVEY CONTROL
 HZ1643
 HZ1643  NGVD 29 (??/??/92)  203.781  (m)          668.57   (f) ADJ UNCH    2 0
 HZ1643
 HZ1643.Superseded values are not recommended for survey control.
 HZ1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1643.See file dsdata.txt to determine how the superseded data were derived.
 HZ1643
 HZ1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH245319(NAD 83)
 HZ1643_MARKER: DD = SURVEY DISK
 HZ1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1643_STAMPING: I64-L11-1960
 HZ1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1643+STABILITY: SURFACE MOTION
 HZ1643
 HZ1643  HISTORY     - Date     Condition        Report By
 HZ1643  HISTORY     - 1960     MONUMENTED       PAS
 HZ1643
 HZ1643                          STATION DESCRIPTION
 HZ1643
 HZ1643'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1643'2.5 MI SW FROM MIDDLETOWN.
 HZ1643'ABOUT 0.4 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE IN
 HZ1643'MIDDLETOWN, TO JUNCTION WITH U.S. HIGHWAY 60, THENCE ABOUT 1.6
 HZ1643'MILES WEST ALONG U.S. HIGHWAY 60, THENCE ABOUT 1.3 MILES SOUTH
 HZ1643'ALONG HURSTBOURNE LANE, 47.0 FEET EAST AND ACROSS ROAD FROM
 HZ1643'POWER POLE 36, 24 FEET EAST OF CENTER OF ROAD, 5.0 FEET NORTHEAST
 HZ1643'OF BRACE POLE, 2.7 FEET SOUTHWEST OF A METAL WITNESS POST AND
 HZ1643'SIGN, 1.3 FEET WEST OF WIRE FENCE AND ABOUT LEVEL WITH ROAD.
 HZ1643'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP
 HZ1643'OF A CONCRETE CYLINDER PROJECTING 5 INCHES AND STAMPED I64-L11-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1720 ***********************************************************************
 HY1720  DESIGNATION -  I64 L 110
 HY1720  PID         -  HY1720
 HY1720  STATE/COUNTY-  KY/CARTER
 HY1720  USGS QUAD   -  OLIVE HILL (1975)
 HY1720
 HY1720                         *CURRENT SURVEY CONTROL
 HY1720  ___________________________________________________________________
 HY1720* NAD 83(1986)-  38 18 43.     (N)    083 08 24.     (W)     SCALED    
 HY1720* NAVD 88     -       256.163  (meters)     840.43   (feet)  ADJUSTED  
 HY1720  ___________________________________________________________________
 HY1720  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1720  DYNAMIC HT  -         255.990 (meters)     839.86  (feet)  COMP
 HY1720  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 HY1720
 HY1720  VERT ORDER  -  SECOND    CLASS 0
 HY1720
 HY1720.The horizontal coordinates were scaled from a topographic map and have
 HY1720.an estimated accuracy of +/- 6 seconds.
 HY1720
 HY1720.The orthometric height was determined by differential leveling
 HY1720.and adjusted by the National Geodetic Survey in June 1991..
 HY1720
 HY1720.The geoid height was determined by GEOID03.
 HY1720
 HY1720.The dynamic height is computed by dividing the NAVD 88
 HY1720.geopotential number by the normal gravity value computed on the
 HY1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1720.degrees latitude (g = 980.6199 gals.).
 HY1720
 HY1720.The modeled gravity was interpolated from observed gravity values.
 HY1720
 HY1720;                    North         East    Units  Estimated Accuracy
 HY1720;SPC KY1Z     - 1,222,790.    1,728,220.      MT  (+/- 180 meters Scaled)
 HY1720
 HY1720                          SUPERSEDED SURVEY CONTROL
 HY1720
 HY1720  NGVD 29 (??/??/92)  256.313  (m)          840.92   (f) ADJ UNCH    2 0
 HY1720
 HY1720.Superseded values are not recommended for survey control.
 HY1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1720.See file dsdata.txt to determine how the superseded data were derived.
 HY1720
 HY1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC129425(NAD 83)
 HY1720_MARKER: DD = SURVEY DISK
 HY1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1720_STAMPING: I-64 L-110 1964
 HY1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1720+STABILITY: SURFACE MOTION
 HY1720
 HY1720  HISTORY     - Date     Condition        Report By
 HY1720  HISTORY     - 1964     MONUMENTED       PAS
 HY1720
 HY1720                          STATION DESCRIPTION
 HY1720
 HY1720'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1720'2.3 MI NE FROM OLIVE HILL.
 HY1720'ABOUT 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 HY1720'JUNCTION OF STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL,
 HY1720'ABOUT 160 FEET EAST-NORTHEAST OF THE JUNCTION OF U.S. 60 AND A
 HY1720'DIRT ROAD EAST, 40 FEET SOUTHEAST OF THE CENTER OF HIGHWAY, 7
 HY1720'FEET NORTHEAST OF A TELEPHONE POLE, 4 1/2 FEET SOUTHWEST OF
 HY1720'FENCE CORNER AND 1.8 FEET NORTHWEST OF METAL WITNESS POST AND
 HY1720'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HY1720'TOP OF CONCRETE POST PROJECTING 1 INCH AND STAMPED I-64 L-110
 HY1720'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1721 ***********************************************************************
 HY1721  DESIGNATION -  I64 L 111
 HY1721  PID         -  HY1721
 HY1721  STATE/COUNTY-  KY/CARTER
 HY1721  USGS QUAD   -  OLIVE HILL (1975)
 HY1721
 HY1721                         *CURRENT SURVEY CONTROL
 HY1721  ___________________________________________________________________
 HY1721* NAD 83(1986)-  38 18 39.     (N)    083 07 41.     (W)     SCALED    
 HY1721* NAVD 88     -       261.531  (meters)     858.04   (feet)  ADJUSTED  
 HY1721  ___________________________________________________________________
 HY1721  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1721  DYNAMIC HT  -         261.355 (meters)     857.46  (feet)  COMP
 HY1721  MODELED GRAV-     979,946.0   (mgal)                       NAVD 88
 HY1721
 HY1721  VERT ORDER  -  SECOND    CLASS 0
 HY1721
 HY1721.The horizontal coordinates were scaled from a topographic map and have
 HY1721.an estimated accuracy of +/- 6 seconds.
 HY1721
 HY1721.The orthometric height was determined by differential leveling
 HY1721.and adjusted by the National Geodetic Survey in June 1991..
 HY1721
 HY1721.The geoid height was determined by GEOID03.
 HY1721
 HY1721.The dynamic height is computed by dividing the NAVD 88
 HY1721.geopotential number by the normal gravity value computed on the
 HY1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1721.degrees latitude (g = 980.6199 gals.).
 HY1721
 HY1721.The modeled gravity was interpolated from observed gravity values.
 HY1721
 HY1721;                    North         East    Units  Estimated Accuracy
 HY1721;SPC KY1Z     - 1,222,690.    1,729,270.      MT  (+/- 180 meters Scaled)
 HY1721
 HY1721                          SUPERSEDED SURVEY CONTROL
 HY1721
 HY1721  NGVD 29 (??/??/92)  261.683  (m)          858.54   (f) ADJ UNCH    2 0
 HY1721
 HY1721.Superseded values are not recommended for survey control.
 HY1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1721.See file dsdata.txt to determine how the superseded data were derived.
 HY1721
 HY1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC139424(NAD 83)
 HY1721_MARKER: DD = SURVEY DISK
 HY1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1721_STAMPING: I-64 L-111 1964
 HY1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1721+STABILITY: SURFACE MOTION
 HY1721
 HY1721  HISTORY     - Date     Condition        Report By
 HY1721  HISTORY     - 1964     MONUMENTED       PAS
 HY1721
 HY1721                          STATION DESCRIPTION
 HY1721
 HY1721'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1721'3.2 MI NE FROM OLIVE HILL.
 HY1721'ABOUT 3.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 HY1721'JUNCTION OF STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL,
 HY1721'AT A SHARP CURVE IN HIGHWAY, 51 FEET SOUTHWEST OF A 36-INCH OAK
 HY1721'TREE, 44 FEET SOUTH OF THE CENTER OF HIGHWAY, 15 FEET SOUTH OF
 HY1721'FENCE CORNER, 15 FEET NORTH OF A 24-INCH HICKORY TREE, 1.8 FEET
 HY1721'SOUTHWEST OF METAL WITNESS POST AND SIGN AND 1 FOOT WEST OF
 HY1721'WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HY1721'SET IN TOP OF CONCRETE POST PROJECTING 1 INCH AND STAMPED I-64
 HY1721'L-111 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1722 ***********************************************************************
 HY1722  DESIGNATION -  I64 L 112
 HY1722  PID         -  HY1722
 HY1722  STATE/COUNTY-  KY/CARTER
 HY1722  USGS QUAD   -  GRAHN (1978)
 HY1722
 HY1722                         *CURRENT SURVEY CONTROL
 HY1722  ___________________________________________________________________
 HY1722* NAD 83(1986)-  38 19 19.     (N)    083 07 10.     (W)     SCALED    
 HY1722* NAVD 88     -       256.247  (meters)     840.70   (feet)  ADJUSTED  
 HY1722  ___________________________________________________________________
 HY1722  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1722  DYNAMIC HT  -         256.074 (meters)     840.14  (feet)  COMP
 HY1722  MODELED GRAV-     979,946.6   (mgal)                       NAVD 88
 HY1722
 HY1722  VERT ORDER  -  SECOND    CLASS 0
 HY1722
 HY1722.The horizontal coordinates were scaled from a topographic map and have
 HY1722.an estimated accuracy of +/- 6 seconds.
 HY1722
 HY1722.The orthometric height was determined by differential leveling
 HY1722.and adjusted by the National Geodetic Survey in June 1991..
 HY1722
 HY1722.The geoid height was determined by GEOID03.
 HY1722
 HY1722.The dynamic height is computed by dividing the NAVD 88
 HY1722.geopotential number by the normal gravity value computed on the
 HY1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1722.degrees latitude (g = 980.6199 gals.).
 HY1722
 HY1722.The modeled gravity was interpolated from observed gravity values.
 HY1722
 HY1722;                    North         East    Units  Estimated Accuracy
 HY1722;SPC KY1Z     - 1,223,950.    1,729,990.      MT  (+/- 180 meters Scaled)
 HY1722
 HY1722                          SUPERSEDED SURVEY CONTROL
 HY1722
 HY1722  NGVD 29 (??/??/92)  256.402  (m)          841.21   (f) ADJ UNCH    2 0
 HY1722
 HY1722.Superseded values are not recommended for survey control.
 HY1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1722.See file dsdata.txt to determine how the superseded data were derived.
 HY1722
 HY1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC147436(NAD 83)
 HY1722_MARKER: DD = SURVEY DISK
 HY1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1722_STAMPING: I-64 L-112 1964
 HY1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1722+STABILITY: SURFACE MOTION
 HY1722
 HY1722  HISTORY     - Date     Condition        Report By
 HY1722  HISTORY     - 1964     MONUMENTED       PAS
 HY1722
 HY1722                          STATION DESCRIPTION
 HY1722
 HY1722'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1722'4.2 MI NE FROM OLIVE HILL.
 HY1722'ABOUT 4.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 HY1722'JUNCTION OF STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL,
 HY1722'ABOUT 0.25 MILE NORTH OF THE JUNCTION OF U.S. 60 AND STATE
 HY1722'HIGHWAY 182, AT THE ENTRANCE TO THE PLEASANT VALLEY DRIVE-IN
 HY1722'THEATRE, 55 FEET SOUTH OF THE DRIVE-IN THEATRE BILLBOARD, 27
 HY1722'FEET WEST OF THE CENTER OF HIGHWAY 60, 5 FEET NORTHWEST OF A
 HY1722'TELEPHONE POLE WITH GUY WIRE, 1.7 FEET SOUTHEAST OF METAL
 HY1722'WITNESS POST AND SIGN AND ABOUT 3 FEET HIGHER THAN HIGHWAY.
 HY1722'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 HY1722'CONCRETE POST PROJECTING 2 INCHES AND STAMPED I-64 L-112 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1723 ***********************************************************************
 HY1723  DESIGNATION -  I64 L 113
 HY1723  PID         -  HY1723
 HY1723  STATE/COUNTY-  KY/CARTER
 HY1723  USGS QUAD   -  GRAHN (1978)
 HY1723
 HY1723                         *CURRENT SURVEY CONTROL
 HY1723  ___________________________________________________________________
 HY1723* NAD 83(1986)-  38 18 47.     (N)    083 06 18.     (W)     SCALED    
 HY1723* NAVD 88     -       296.635  (meters)     973.21   (feet)  ADJUSTED  
 HY1723  ___________________________________________________________________
 HY1723  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1723  DYNAMIC HT  -         296.436 (meters)     972.56  (feet)  COMP
 HY1723  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 HY1723
 HY1723  VERT ORDER  -  SECOND    CLASS 0
 HY1723
 HY1723.The horizontal coordinates were scaled from a topographic map and have
 HY1723.an estimated accuracy of +/- 6 seconds.
 HY1723
 HY1723.The orthometric height was determined by differential leveling
 HY1723.and adjusted by the National Geodetic Survey in June 1991..
 HY1723
 HY1723.The geoid height was determined by GEOID03.
 HY1723
 HY1723.The dynamic height is computed by dividing the NAVD 88
 HY1723.geopotential number by the normal gravity value computed on the
 HY1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1723.degrees latitude (g = 980.6199 gals.).
 HY1723
 HY1723.The modeled gravity was interpolated from observed gravity values.
 HY1723
 HY1723;                    North         East    Units  Estimated Accuracy
 HY1723;SPC KY1Z     - 1,223,000.    1,731,280.      MT  (+/- 180 meters Scaled)
 HY1723
 HY1723                          SUPERSEDED SURVEY CONTROL
 HY1723
 HY1723  NGVD 29 (??/??/92)  296.793  (m)          973.73   (f) ADJ UNCH    2 0
 HY1723
 HY1723.Superseded values are not recommended for survey control.
 HY1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1723.See file dsdata.txt to determine how the superseded data were derived.
 HY1723
 HY1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC159426(NAD 83)
 HY1723_MARKER: DD = SURVEY DISK
 HY1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1723_STAMPING: I-64 L-113 1964
 HY1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1723+STABILITY: SURFACE MOTION
 HY1723
 HY1723  HISTORY     - Date     Condition        Report By
 HY1723  HISTORY     - 1964     MONUMENTED       PAS
 HY1723
 HY1723                          STATION DESCRIPTION
 HY1723
 HY1723'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1723'4.8 MI E FROM OLIVE HILL.
 HY1723'ABOUT 3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 HY1723'JUNCTION OF STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL
 HY1723'TO THE JUNCTION OF STATE HIGHWAY 182 AT PLEASANT VALLEY, THENCE
 HY1723'ABOUT 0.9 MILE SOUTHEAST ALONG HIGHWAY 182, APPROXIMATELY 100
 HY1723'FEET WEST OF A ROAD JUNCTION, 67 FEET WEST OF A POWER POLE,
 HY1723'63 FEET EAST OF FENCE CORNER, 28 FEET SOUTH OF THE CENTER OF
 HY1723'HIGHWAY, 1.4 FEET NORTHEAST OF METAL WITNESS POST AND SIGN, 1
 HY1723'FOOT NORTH OF WIRE FENCE AND ABOUT 4 FEET HIGHER THAN HIGHWAY.
 HY1723'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 HY1723'CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 L-113 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1724 ***********************************************************************
 HY1724  DESIGNATION -  I64 L 114
 HY1724  PID         -  HY1724
 HY1724  STATE/COUNTY-  KY/CARTER
 HY1724  USGS QUAD   -  GRAHN (1978)
 HY1724
 HY1724                         *CURRENT SURVEY CONTROL
 HY1724  ___________________________________________________________________
 HY1724* NAD 83(1986)-  38 18 32.     (N)    083 05 10.     (W)     SCALED    
 HY1724* NAVD 88     -       230.713  (meters)     756.93   (feet)  ADJUSTED  
 HY1724  ___________________________________________________________________
 HY1724  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1724  DYNAMIC HT  -         230.558 (meters)     756.42  (feet)  COMP
 HY1724  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 HY1724
 HY1724  VERT ORDER  -  SECOND    CLASS 0
 HY1724
 HY1724.The horizontal coordinates were scaled from a topographic map and have
 HY1724.an estimated accuracy of +/- 6 seconds.
 HY1724
 HY1724.The orthometric height was determined by differential leveling
 HY1724.and adjusted by the National Geodetic Survey in June 1991..
 HY1724
 HY1724.The geoid height was determined by GEOID03.
 HY1724
 HY1724.The dynamic height is computed by dividing the NAVD 88
 HY1724.geopotential number by the normal gravity value computed on the
 HY1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1724.degrees latitude (g = 980.6199 gals.).
 HY1724
 HY1724.The modeled gravity was interpolated from observed gravity values.
 HY1724
 HY1724;                    North         East    Units  Estimated Accuracy
 HY1724;SPC KY1Z     - 1,222,580.    1,732,940.      MT  (+/- 180 meters Scaled)
 HY1724
 HY1724                          SUPERSEDED SURVEY CONTROL
 HY1724
 HY1724  NGVD 29 (??/??/92)  230.876  (m)          757.47   (f) ADJ UNCH    2 0
 HY1724
 HY1724.Superseded values are not recommended for survey control.
 HY1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1724.See file dsdata.txt to determine how the superseded data were derived.
 HY1724
 HY1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC176421(NAD 83)
 HY1724_MARKER: DD = SURVEY DISK
 HY1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1724_STAMPING: I-64 L-114 1964
 HY1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1724+STABILITY: SURFACE MOTION
 HY1724
 HY1724  HISTORY     - Date     Condition        Report By
 HY1724  HISTORY     - 1964     MONUMENTED       PAS
 HY1724
 HY1724                          STATION DESCRIPTION
 HY1724
 HY1724'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1724'6 MI E FROM OLIVE HILL.
 HY1724'ABOUT 3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HY1724'OF STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL, TO THE
 HY1724'JUNCTION OF STATE HIGHWAY 182 AT PLEASANT VALLEY, THENCE ABOUT
 HY1724'0.9 MILE SOUTHEAST ALONG HIGHWAY 182 AT A Y-FORK, THENCE ABOUT
 HY1724'1.2 MILES NORTHEAST AND EAST ALONG GRAVEL ROAD, APPROXIMATELY
 HY1724'270 YARDS EAST OF A FARM HOUSE, 20 FEET SOUTH OF THE CENTER OF
 HY1724'ROAD 7 FEET SOUTHEAST OF POWER POLE NO. 226-57, 4.2 FEET
 HY1724'SOUTHWEST OF FENCE CORNER, 2.3 FEET NORTHWEST OF METAL WITNESS
 HY1724'POST AND SIGN AND ABOUT 2 FEET HIGHER THAN ROAD.  A KENTUCKY
 HY1724'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 HY1724'POST PROJECTING 1 INCH AND STAMPED I-64 L-114 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1725 ***********************************************************************
 HY1725  DESIGNATION -  I64 L 115
 HY1725  PID         -  HY1725
 HY1725  STATE/COUNTY-  KY/CARTER
 HY1725  USGS QUAD   -  GRAHN (1978)
 HY1725
 HY1725                         *CURRENT SURVEY CONTROL
 HY1725  ___________________________________________________________________
 HY1725* NAD 83(1986)-  38 18 19.     (N)    083 04 02.     (W)     SCALED    
 HY1725* NAVD 88     -       211.281  (meters)     693.18   (feet)  ADJUSTED  
 HY1725  ___________________________________________________________________
 HY1725  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1725  DYNAMIC HT  -         211.139 (meters)     692.71  (feet)  COMP
 HY1725  MODELED GRAV-     979,950.7   (mgal)                       NAVD 88
 HY1725
 HY1725  VERT ORDER  -  SECOND    CLASS 0
 HY1725
 HY1725.The horizontal coordinates were scaled from a topographic map and have
 HY1725.an estimated accuracy of +/- 6 seconds.
 HY1725
 HY1725.The orthometric height was determined by differential leveling
 HY1725.and adjusted by the National Geodetic Survey in June 1991..
 HY1725
 HY1725.The geoid height was determined by GEOID03.
 HY1725
 HY1725.The dynamic height is computed by dividing the NAVD 88
 HY1725.geopotential number by the normal gravity value computed on the
 HY1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1725.degrees latitude (g = 980.6199 gals.).
 HY1725
 HY1725.The modeled gravity was interpolated from observed gravity values.
 HY1725
 HY1725;                    North         East    Units  Estimated Accuracy
 HY1725;SPC KY1Z     - 1,222,230.    1,734,610.      MT  (+/- 180 meters Scaled)
 HY1725
 HY1725                          SUPERSEDED SURVEY CONTROL
 HY1725
 HY1725  NGVD 29 (??/??/92)  211.448  (m)          693.73   (f) ADJ UNCH    2 0
 HY1725
 HY1725.Superseded values are not recommended for survey control.
 HY1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1725.See file dsdata.txt to determine how the superseded data were derived.
 HY1725
 HY1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC192417(NAD 83)
 HY1725_MARKER: DD = SURVEY DISK
 HY1725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1725_SP_SET: CULVERT
 HY1725_STAMPING: I-64 L-115 1964
 HY1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1725
 HY1725  HISTORY     - Date     Condition        Report By
 HY1725  HISTORY     - 1964     MONUMENTED       PAS
 HY1725
 HY1725                          STATION DESCRIPTION
 HY1725
 HY1725'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1725'7.6 MI W FROM GRAYSON.
 HY1725'ABOUT 4.4 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE CARTER
 HY1725'COUNTY COURT HOUSE IN GRAYSON TO A Y-FORK AT GREGORYVILLE, THENCE
 HY1725'ABOUT 3.15 MILES WEST AND SOUTHWEST ALONG BLACK TOP ROAD, AT A
 HY1725'ROAD JUNCTION NORTHWEST, ABOUT 50 FEET SOUTHEAST OF JUNCTION,
 HY1725'22 FEET NORTHEAST OF THE CENTER OF ROAD AND ABOUT 5 FEET LOWER
 HY1725'THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAY BENCH MARK DISK
 HY1725'SET IN DRILL HOLE IN THE TOP OF THE NORTH END OF THE EAST
 HY1725'HEADWALL OF CONCRETE CULVERT UNDER ROAD.  THE DISK IS STAMPED
 HY1725'I-64 L-115 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1726 ***********************************************************************
 HY1726  DESIGNATION -  I64 L 116
 HY1726  PID         -  HY1726
 HY1726  STATE/COUNTY-  KY/CARTER
 HY1726  USGS QUAD   -  GRAHN (1978)
 HY1726
 HY1726                         *CURRENT SURVEY CONTROL
 HY1726  ___________________________________________________________________
 HY1726* NAD 83(1986)-  38 19 12.     (N)    083 04 10.     (W)     SCALED    
 HY1726* NAVD 88     -       233.798  (meters)     767.05   (feet)  ADJUSTED  
 HY1726  ___________________________________________________________________
 HY1726  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY1726  DYNAMIC HT  -         233.641 (meters)     766.54  (feet)  COMP
 HY1726  MODELED GRAV-     979,950.3   (mgal)                       NAVD 88
 HY1726
 HY1726  VERT ORDER  -  SECOND    CLASS 0
 HY1726
 HY1726.The horizontal coordinates were scaled from a topographic map and have
 HY1726.an estimated accuracy of +/- 6 seconds.
 HY1726
 HY1726.The orthometric height was determined by differential leveling
 HY1726.and adjusted by the National Geodetic Survey in June 1991..
 HY1726
 HY1726.The geoid height was determined by GEOID03.
 HY1726
 HY1726.The dynamic height is computed by dividing the NAVD 88
 HY1726.geopotential number by the normal gravity value computed on the
 HY1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1726.degrees latitude (g = 980.6199 gals.).
 HY1726
 HY1726.The modeled gravity was interpolated from observed gravity values.
 HY1726
 HY1726;                    North         East    Units  Estimated Accuracy
 HY1726;SPC KY1Z     - 1,223,850.    1,734,370.      MT  (+/- 180 meters Scaled)
 HY1726
 HY1726                          SUPERSEDED SURVEY CONTROL
 HY1726
 HY1726  NGVD 29 (??/??/92)  233.967  (m)          767.61   (f) ADJ UNCH    2 0
 HY1726
 HY1726.Superseded values are not recommended for survey control.
 HY1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1726.See file dsdata.txt to determine how the superseded data were derived.
 HY1726
 HY1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC190433(NAD 83)
 HY1726_MARKER: DD = SURVEY DISK
 HY1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1726_STAMPING: I-64 L-116 1964
 HY1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1726+STABILITY: SURFACE MOTION
 HY1726
 HY1726  HISTORY     - Date     Condition        Report By
 HY1726  HISTORY     - 1964     MONUMENTED       PAS
 HY1726
 HY1726                          STATION DESCRIPTION
 HY1726
 HY1726'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1726'6.8 MI W FROM GRAYSON.
 HY1726'ABOUT 4.4 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE CARTER
 HY1726'COUNTY COURT HOUSE IN GRAYSON TO A Y-FORK AT GREGORYVILLE, THENCE
 HY1726'ABOUT 2.45 MILES WEST ALONG BLACK TOP ROAD, THENCE ABOUT 0.4
 HY1726'MILE NORTH ALONG DIRT ROAD, ABOUT 71 FEET SOUTHEAST OF THE
 HY1726'CENTER OF ROAD AT DRAIN CROSSING, 63 FEET NORTH OF A POWER POLE,
 HY1726'19 1/2 FEET EAST OF THE CENTER OF ROAD, 5 1/2 FEET WEST OF
 HY1726'WIRE FENCE, 1 1/2 FEET SOUTHEAST OF METAL WITNESS POST AND
 HY1726'SIGN AND ABOUT 3 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT
 HY1726'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 HY1726'2 INCHES AND STAMPED I-64 L-116 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1727 ***********************************************************************
 HY1727  DESIGNATION -  I64 L 117
 HY1727  PID         -  HY1727
 HY1727  STATE/COUNTY-  KY/CARTER
 HY1727  USGS QUAD   -  GRAHN (1978)
 HY1727
 HY1727                         *CURRENT SURVEY CONTROL
 HY1727  ___________________________________________________________________
 HY1727* NAD 83(1986)-  38 19 03.     (N)    083 03 39.     (W)     SCALED    
 HY1727* NAVD 88     -       246.904  (meters)     810.05   (feet)  ADJUSTED  
 HY1727  ___________________________________________________________________
 HY1727  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY1727  DYNAMIC HT  -         246.738 (meters)     809.51  (feet)  COMP
 HY1727  MODELED GRAV-     979,950.9   (mgal)                       NAVD 88
 HY1727
 HY1727  VERT ORDER  -  SECOND    CLASS 0
 HY1727
 HY1727.The horizontal coordinates were scaled from a topographic map and have
 HY1727.an estimated accuracy of +/- 6 seconds.
 HY1727
 HY1727.The orthometric height was determined by differential leveling
 HY1727.and adjusted by the National Geodetic Survey in June 1991..
 HY1727
 HY1727.The geoid height was determined by GEOID03.
 HY1727
 HY1727.The dynamic height is computed by dividing the NAVD 88
 HY1727.geopotential number by the normal gravity value computed on the
 HY1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1727.degrees latitude (g = 980.6199 gals.).
 HY1727
 HY1727.The modeled gravity was interpolated from observed gravity values.
 HY1727
 HY1727;                    North         East    Units  Estimated Accuracy
 HY1727;SPC KY1Z     - 1,223,600.    1,735,130.      MT  (+/- 180 meters Scaled)
 HY1727
 HY1727                          SUPERSEDED SURVEY CONTROL
 HY1727
 HY1727  NGVD 29 (??/??/92)  247.074  (m)          810.61   (f) ADJ UNCH    2 0
 HY1727
 HY1727.Superseded values are not recommended for survey control.
 HY1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1727.See file dsdata.txt to determine how the superseded data were derived.
 HY1727
 HY1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC198430(NAD 83)
 HY1727_MARKER: DD = SURVEY DISK
 HY1727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1727_SP_SET: CULVERT
 HY1727_STAMPING: I-64 L-117 1964
 HY1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1727
 HY1727  HISTORY     - Date     Condition        Report By
 HY1727  HISTORY     - 1964     MONUMENTED       PAS
 HY1727
 HY1727                          STATION DESCRIPTION
 HY1727
 HY1727'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1727'6.5 MI W FROM GRAYSON.
 HY1727'ABOUT 4.4 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY1727'COURT HOUSE IN GRAYSON TO A Y-FORK AT GREGORYVILLE, THENCE ABOUT
 HY1727'2.1 MILES WEST ALONG BLACK TOP ROAD, 25 FEET SOUTHEAST OF THE
 HY1727'CENTER OF ROAD AND ABOUT 6 FEET LOWER THAN ROAD.  A KENTUCKY
 HY1727'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN THE
 HY1727'TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF CONCRETE
 HY1727'CULVERT UNDER ROAD.  THE DISK IS STAMPED I-64 L-117 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1728 ***********************************************************************
 HY1728  DESIGNATION -  I64 L 118
 HY1728  PID         -  HY1728
 HY1728  STATE/COUNTY-  KY/CARTER
 HY1728  USGS QUAD   -  GRAHN (1978)
 HY1728
 HY1728                         *CURRENT SURVEY CONTROL
 HY1728  ___________________________________________________________________
 HY1728* NAD 83(1986)-  38 19 30.     (N)    083 03 06.     (W)     SCALED    
 HY1728* NAVD 88     -       229.253  (meters)     752.14   (feet)  ADJUSTED  
 HY1728  ___________________________________________________________________
 HY1728  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY1728  DYNAMIC HT  -         229.099 (meters)     751.64  (feet)  COMP
 HY1728  MODELED GRAV-     979,951.4   (mgal)                       NAVD 88
 HY1728
 HY1728  VERT ORDER  -  SECOND    CLASS 0
 HY1728
 HY1728.The horizontal coordinates were scaled from a topographic map and have
 HY1728.an estimated accuracy of +/- 6 seconds.
 HY1728
 HY1728.The orthometric height was determined by differential leveling
 HY1728.and adjusted by the National Geodetic Survey in June 1991..
 HY1728
 HY1728.The geoid height was determined by GEOID03.
 HY1728
 HY1728.The dynamic height is computed by dividing the NAVD 88
 HY1728.geopotential number by the normal gravity value computed on the
 HY1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1728.degrees latitude (g = 980.6199 gals.).
 HY1728
 HY1728.The modeled gravity was interpolated from observed gravity values.
 HY1728
 HY1728;                    North         East    Units  Estimated Accuracy
 HY1728;SPC KY1Z     - 1,224,450.    1,735,900.      MT  (+/- 180 meters Scaled)
 HY1728
 HY1728                          SUPERSEDED SURVEY CONTROL
 HY1728
 HY1728  NGVD 29 (??/??/92)  229.426  (m)          752.71   (f) ADJ UNCH    2 0
 HY1728
 HY1728.Superseded values are not recommended for survey control.
 HY1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1728.See file dsdata.txt to determine how the superseded data were derived.
 HY1728
 HY1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC206438(NAD 83)
 HY1728_MARKER: DD = SURVEY DISK
 HY1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1728_STAMPING: I-64 L-118 1964
 HY1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1728+STABILITY: SURFACE MOTION
 HY1728
 HY1728  HISTORY     - Date     Condition        Report By
 HY1728  HISTORY     - 1964     MONUMENTED       PAS
 HY1728
 HY1728                          STATION DESCRIPTION
 HY1728
 HY1728'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1728'5.8 MI W FROM GRAYSON.
 HY1728'ABOUT 4.4 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE CARTER
 HY1728'COUNTY COURT HOUSE IN GRAYSON TO A Y-FORK AT GREGORYVILLE,
 HY1728'THENCE ABOUT 1.35 MILES WEST ALONG BLACK TOP ROAD, NEAR THE
 HY1728'SOUTH R/W OF COLUMBIA GULF TRANSMISSION COMPANY PIPELINE, 22 FEET
 HY1728'NORTHWEST OF THE CENTER OF ROAD, 20 FEET SOUTHWEST OF FENCE
 HY1728'CORNER, 1.6 FEET EAST OF METAL WITNESS POST AND SIGN, 1 FOOT
 HY1728'SOUTHEAST OF WIRE FENCE AND ABOUT LEVEL WITH ROAD.  A KENTUCKY
 HY1728'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 HY1728'POST PROJECTING 1 INCH AND STAMPED I-64 L-118 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1729 ***********************************************************************
 HY1729  DESIGNATION -  I64 L 119
 HY1729  PID         -  HY1729
 HY1729  STATE/COUNTY-  KY/CARTER
 HY1729  USGS QUAD   -  GRAHN (1978)
 HY1729
 HY1729                         *CURRENT SURVEY CONTROL
 HY1729  ___________________________________________________________________
 HY1729* NAD 83(1986)-  38 19 32.     (N)    083 02 02.     (W)     SCALED    
 HY1729* NAVD 88     -       205.370  (meters)     673.78   (feet)  ADJUSTED  
 HY1729  ___________________________________________________________________
 HY1729  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HY1729  DYNAMIC HT  -         205.232 (meters)     673.33  (feet)  COMP
 HY1729  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 HY1729
 HY1729  VERT ORDER  -  SECOND    CLASS 0
 HY1729
 HY1729.The horizontal coordinates were scaled from a topographic map and have
 HY1729.an estimated accuracy of +/- 6 seconds.
 HY1729
 HY1729.The orthometric height was determined by differential leveling
 HY1729.and adjusted by the National Geodetic Survey in June 1991..
 HY1729
 HY1729.The geoid height was determined by GEOID03.
 HY1729
 HY1729.The dynamic height is computed by dividing the NAVD 88
 HY1729.geopotential number by the normal gravity value computed on the
 HY1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1729.degrees latitude (g = 980.6199 gals.).
 HY1729
 HY1729.The modeled gravity was interpolated from observed gravity values.
 HY1729
 HY1729;                    North         East    Units  Estimated Accuracy
 HY1729;SPC KY1Z     - 1,224,560.    1,737,460.      MT  (+/- 180 meters Scaled)
 HY1729
 HY1729                          SUPERSEDED SURVEY CONTROL
 HY1729
 HY1729  NGVD 29 (??/??/92)  205.548  (m)          674.37   (f) ADJ UNCH    2 0
 HY1729
 HY1729.Superseded values are not recommended for survey control.
 HY1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1729.See file dsdata.txt to determine how the superseded data were derived.
 HY1729
 HY1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC222438(NAD 83)
 HY1729_MARKER: DD = SURVEY DISK
 HY1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1729_STAMPING: I-64 L-119 1964
 HY1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1729+STABILITY: SURFACE MOTION
 HY1729
 HY1729  HISTORY     - Date     Condition        Report By
 HY1729  HISTORY     - 1964     MONUMENTED       PAS
 HY1729
 HY1729                          STATION DESCRIPTION
 HY1729
 HY1729'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1729'4.6 MI W FROM GRAYSON.
 HY1729'ABOUT 4.4 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE CARTER
 HY1729'COUNTY COURT HOUSE IN GRAYSON TO A Y-FORK AT GREGORYVILLE, THENCE
 HY1729'ABOUT 0.15 MILE SOUTH ALONG GRAVEL ROAD, APPROXIMATELY 45 YARDS
 HY1729'NORTH OF A PIPELINE CROSSING, 23 FEET SOUTHEAST OF THE
 HY1729'CENTER OF ROAD, 13 FEET NORTHWEST OF A TWIN TRUNK WHITE OAK
 HY1729'TREE, 2.1 FEET NORTHWEST OF METAL WITNESS POST AND SIGN AND
 HY1729'ABOUT LEVEL WITH ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HY1729'MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 1 INCH AND
 HY1729'STAMPED I-64 L-119 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1442 ***********************************************************************
 HZ1442  DESIGNATION -  I64 L 12
 HZ1442  PID         -  HZ1442
 HZ1442  STATE/COUNTY-  KY/JEFFERSON
 HZ1442  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1442
 HZ1442                         *CURRENT SURVEY CONTROL
 HZ1442  ___________________________________________________________________
 HZ1442* NAD 83(1986)-  38 14 03.     (N)    085 33 35.     (W)     SCALED    
 HZ1442* NAVD 88     -       215.178  (meters)     705.96   (feet)  ADJUSTED  
 HZ1442  ___________________________________________________________________
 HZ1442  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1442  DYNAMIC HT  -         215.032 (meters)     705.48  (feet)  COMP
 HZ1442  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 HZ1442
 HZ1442  VERT ORDER  -  SECOND    CLASS 0
 HZ1442
 HZ1442.The horizontal coordinates were scaled from a topographic map and have
 HZ1442.an estimated accuracy of +/- 6 seconds.
 HZ1442
 HZ1442.The orthometric height was determined by differential leveling
 HZ1442.and adjusted by the National Geodetic Survey in June 1991..
 HZ1442
 HZ1442.The geoid height was determined by GEOID03.
 HZ1442
 HZ1442.The dynamic height is computed by dividing the NAVD 88
 HZ1442.geopotential number by the normal gravity value computed on the
 HZ1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1442.degrees latitude (g = 980.6199 gals.).
 HZ1442
 HZ1442.The modeled gravity was interpolated from observed gravity values.
 HZ1442
 HZ1442;                    North         East    Units  Estimated Accuracy
 HZ1442;SPC KY1Z     - 1,210,980.    1,516,660.      MT  (+/- 180 meters Scaled)
 HZ1442
 HZ1442                          SUPERSEDED SURVEY CONTROL
 HZ1442
 HZ1442  NGVD 29 (??/??/92)  215.329  (m)          706.46   (f) ADJ UNCH    2 0
 HZ1442
 HZ1442.Superseded values are not recommended for survey control.
 HZ1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1442.See file dsdata.txt to determine how the superseded data were derived.
 HZ1442
 HZ1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH260327(NAD 83)
 HZ1442_MARKER: DD = SURVEY DISK
 HZ1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1442_STAMPING: I64-L12-1960
 HZ1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1442+STABILITY: SURFACE MOTION
 HZ1442
 HZ1442  HISTORY     - Date     Condition        Report By
 HZ1442  HISTORY     - 1960     MONUMENTED       PAS
 HZ1442  HISTORY     - 1966     GOOD             NGS
 HZ1442  HISTORY     - 1981     GOOD             KYDT
 HZ1442
 HZ1442                          STATION DESCRIPTION
 HZ1442
 HZ1442'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1442'1.5 MI SW FROM MIDDLETOWN.
 HZ1442'ABOUT 0.4 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE IN
 HZ1442'MIDDLETOWN TO JUNCTION WITH U.S. HIGHWAY 60, THENCE ABOUT 0.65
 HZ1442'MILE WEST ALONG J.S. HIGHWAY 60, THENCE ABOUT 0.75 MILE SOUTH ALONG
 HZ1442'MOSER ROAD, 29 FEET SOUTHWEST OF INTERSECTION OF MOSER ROAD AND
 HZ1442'PRIVATE DRIVE WEST, 17 FEET WEST OF CENTER OF ROAD, 3.2 FEET NORTH
 HZ1442'OF A METAL WITNESS POST AND SIGN, 3.0 FEET SOUTHEAST OF SOUTHEAST
 HZ1442'CORNER OF STONE COLUMN ON SOUTH SIDE OF PRIVATE ROAD, 1.4 FEET
 HZ1442'EAST OF WIRE FENCE AND ABOUT LEVEL WITH ROAD.  A KENTUCKY
 HZ1442'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A
 HZ1442'CONCRETE CYLINDER PROJECTING 1 INCH AND STAMPED I64-L12-1960.
 HZ1442
 HZ1442                          STATION RECOVERY (1966)
 HZ1442
 HZ1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HZ1442'RECOVERED IN GOOD CONDITION.
 HZ1442
 HZ1442                          STATION RECOVERY (1981)
 HZ1442
 HZ1442'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1732 ***********************************************************************
 HY1732  DESIGNATION -  I64 L 120
 HY1732  PID         -  HY1732
 HY1732  STATE/COUNTY-  KY/CARTER
 HY1732  USGS QUAD   -  GRAHN (1978)
 HY1732
 HY1732                         *CURRENT SURVEY CONTROL
 HY1732  ___________________________________________________________________
 HY1732* NAD 83(1986)-  38 19 49.     (N)    083 00 21.     (W)     SCALED    
 HY1732* NAVD 88     -       194.501  (meters)     638.13   (feet)  ADJUSTED  
 HY1732  ___________________________________________________________________
 HY1732  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HY1732  DYNAMIC HT  -         194.372 (meters)     637.70  (feet)  COMP
 HY1732  MODELED GRAV-     979,959.3   (mgal)                       NAVD 88
 HY1732
 HY1732  VERT ORDER  -  SECOND    CLASS 0
 HY1732
 HY1732.The horizontal coordinates were scaled from a topographic map and have
 HY1732.an estimated accuracy of +/- 6 seconds.
 HY1732
 HY1732.The orthometric height was determined by differential leveling
 HY1732.and adjusted by the National Geodetic Survey in June 1991..
 HY1732
 HY1732.The geoid height was determined by GEOID03.
 HY1732
 HY1732.The dynamic height is computed by dividing the NAVD 88
 HY1732.geopotential number by the normal gravity value computed on the
 HY1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1732.degrees latitude (g = 980.6199 gals.).
 HY1732
 HY1732.The modeled gravity was interpolated from observed gravity values.
 HY1732
 HY1732;                    North         East    Units  Estimated Accuracy
 HY1732;SPC KY1Z     - 1,225,160.    1,739,890.      MT  (+/- 180 meters Scaled)
 HY1732
 HY1732                          SUPERSEDED SURVEY CONTROL
 HY1732
 HY1732  NGVD 29 (??/??/92)  194.687  (m)          638.74   (f) ADJ UNCH    2 0
 HY1732
 HY1732.Superseded values are not recommended for survey control.
 HY1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1732.See file dsdata.txt to determine how the superseded data were derived.
 HY1732
 HY1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC246443(NAD 83)
 HY1732_MARKER: DD = SURVEY DISK
 HY1732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1732_SP_SET: BRIDGE CURB
 HY1732_STAMPING: I-64 L-120 1964
 HY1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1732
 HY1732  HISTORY     - Date     Condition        Report By
 HY1732  HISTORY     - 1964     MONUMENTED       PAS
 HY1732
 HY1732                          STATION DESCRIPTION
 HY1732
 HY1732'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1732'3 MI W FROM GRAYSON.
 HY1732'ABOUT 3.0 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY1732'COURT HOUSE IN GRAYSON, 11 FEET NORTH OF THE CENTER OF HIGHWAY.
 HY1732'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL
 HY1732'HOLE IN THE TOP OF THE WEST END OF THE NORTH CONCRETE BRIDGE
 HY1732'CURBING AND ABOUT 1/2 FOOT HIGHER THAN HIGHWAY.  THE DISK IS
 HY1732'STAMPED I-64 L-120 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0989 ***********************************************************************
 HY0989  DESIGNATION -  I64 L 121
 HY0989  PID         -  HY0989
 HY0989  STATE/COUNTY-  KY/CARTER
 HY0989  USGS QUAD   -  GRAYSON (1978)
 HY0989
 HY0989                         *CURRENT SURVEY CONTROL
 HY0989  ___________________________________________________________________
 HY0989* NAD 83(1986)-  38 20 06.     (N)    082 59 09.     (W)     SCALED    
 HY0989* NAVD 88     -       190.579  (meters)     625.26   (feet)  ADJUSTED  
 HY0989  ___________________________________________________________________
 HY0989  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HY0989  DYNAMIC HT  -         190.453 (meters)     624.84  (feet)  COMP
 HY0989  MODELED GRAV-     979,962.7   (mgal)                       NAVD 88
 HY0989
 HY0989  VERT ORDER  -  SECOND    CLASS 0
 HY0989
 HY0989.The horizontal coordinates were scaled from a topographic map and have
 HY0989.an estimated accuracy of +/- 6 seconds.
 HY0989
 HY0989.The orthometric height was determined by differential leveling
 HY0989.and adjusted by the National Geodetic Survey in June 1991..
 HY0989
 HY0989.The geoid height was determined by GEOID03.
 HY0989
 HY0989.The dynamic height is computed by dividing the NAVD 88
 HY0989.geopotential number by the normal gravity value computed on the
 HY0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0989.degrees latitude (g = 980.6199 gals.).
 HY0989
 HY0989.The modeled gravity was interpolated from observed gravity values.
 HY0989
 HY0989;                    North         East    Units  Estimated Accuracy
 HY0989;SPC KY1Z     - 1,225,730.    1,741,620.      MT  (+/- 180 meters Scaled)
 HY0989
 HY0989                          SUPERSEDED SURVEY CONTROL
 HY0989
 HY0989  NGVD 29 (??/??/92)  190.769  (m)          625.88   (f) ADJ UNCH    2 0
 HY0989
 HY0989.Superseded values are not recommended for survey control.
 HY0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0989.See file dsdata.txt to determine how the superseded data were derived.
 HY0989
 HY0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC264448(NAD 83)
 HY0989_MARKER: DD = SURVEY DISK
 HY0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0989_STAMPING: I-64 L-121 1964
 HY0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0989+STABILITY: SURFACE MOTION
 HY0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0989+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1997
 HY0989
 HY0989  HISTORY     - Date     Condition        Report By
 HY0989  HISTORY     - 1964     MONUMENTED       PAS
 HY0989  HISTORY     - 19970924 GOOD             KYDT
 HY0989
 HY0989                          STATION DESCRIPTION
 HY0989
 HY0989'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY0989'3.1 MI W FROM GRAYSON.
 HY0989'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY0989'COURT HOUSE IN GRAYSON, THENCE ABOUT 1.1 MILES NORTH AND WEST
 HY0989'ALONG STATE HIGHWAYS 1 AND 7 TO THE JUNCTION OF OLD U.S. 60,
 HY0989'CONTINUE WEST ON OLD HIGHWAY 60 FOR 2.0 MILES TO MARK ON RIGHT.
 HY0989'IT IS APPROXIMATELY 193 FEET SOUTHWEST OF THE INTERSECTION OF
 HY0989'OLD U.S. 60 AND A DIRT ROAD NORTHWEST LEADING UP STAN BRANCH
 HY0989'HOLLOW, 60 FEET NORTH OF A COMBINATION POWER AND TELEPHONE POLE
 HY0989'NO. 181-41, 28 FEET NORTHWEST OF THE CENTER OF OLD U.S. 60,
 HY0989'2 FEET WEST OF METAL WITNESS POST AND SIGN, 1 1/2 FEET NORTHWEST
 HY0989'OF WIRE FENCE AND ABOUT 7 FEET HIGHER THAN ROAD.  A KENTUCKY
 HY0989'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 HY0989'POST PROJECTING 1 INCH AND STAMPED I-64 L-121 1964.
 HY0989
 HY0989                          STATION RECOVERY (1997)
 HY0989
 HY0989'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0995 ***********************************************************************
 HY0995  DESIGNATION -  I64 L 122
 HY0995  PID         -  HY0995
 HY0995  STATE/COUNTY-  KY/CARTER
 HY0995  USGS QUAD   -  GRAYSON (1978)
 HY0995
 HY0995                         *CURRENT SURVEY CONTROL
 HY0995  ___________________________________________________________________
 HY0995* NAD 83(1986)-  38 20 39.     (N)    082 57 22.     (W)     SCALED    
 HY0995* NAVD 88     -       178.935  (meters)     587.06   (feet)  ADJUSTED  
 HY0995  ___________________________________________________________________
 HY0995  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HY0995  DYNAMIC HT  -         178.817 (meters)     586.67  (feet)  COMP
 HY0995  MODELED GRAV-     979,965.3   (mgal)                       NAVD 88
 HY0995
 HY0995  VERT ORDER  -  FIRST     CLASS I
 HY0995
 HY0995.The horizontal coordinates were scaled from a topographic map and have
 HY0995.an estimated accuracy of +/- 6 seconds.
 HY0995
 HY0995.The orthometric height was determined by differential leveling
 HY0995.and adjusted by the National Geodetic Survey in June 1991..
 HY0995
 HY0995.The geoid height was determined by GEOID03.
 HY0995
 HY0995.The dynamic height is computed by dividing the NAVD 88
 HY0995.geopotential number by the normal gravity value computed on the
 HY0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0995.degrees latitude (g = 980.6199 gals.).
 HY0995
 HY0995.The modeled gravity was interpolated from observed gravity values.
 HY0995
 HY0995;                    North         East    Units  Estimated Accuracy
 HY0995;SPC KY1Z     - 1,226,830.    1,744,190.      MT  (+/- 180 meters Scaled)
 HY0995
 HY0995                          SUPERSEDED SURVEY CONTROL
 HY0995
 HY0995  NGVD 29 (??/??/92)  179.115  (m)          587.65   (f) ADJ UNCH    1 1
 HY0995
 HY0995.Superseded values are not recommended for survey control.
 HY0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0995.See file dsdata.txt to determine how the superseded data were derived.
 HY0995
 HY0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC290458(NAD 83)
 HY0995_MARKER: DD = SURVEY DISK
 HY0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0995_STAMPING: I 64 L 122 1964
 HY0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0995+STABILITY: SURFACE MOTION
 HY0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0995+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1997
 HY0995
 HY0995  HISTORY     - Date     Condition        Report By
 HY0995  HISTORY     - 1964     MONUMENTED       KYHD
 HY0995  HISTORY     - 1967     GOOD             NGS
 HY0995  HISTORY     - 1969     GOOD             NGS
 HY0995  HISTORY     - 19970924 GOOD             KYDT
 HY0995
 HY0995                          STATION DESCRIPTION
 HY0995
 HY0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY0995'1 MI N FROM GRAYSON.
 HY0995'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 1 AND 7 FROM THE
 HY0995'JUNCTION OF U.S. HIGHWAY 60 AT GRAYSON, 59 FEET NORTHWEST OF THE
 HY0995'CENTER OF THE JUNCTION OF A BLACK TOPPED ROAD LEADING WEST
 HY0995'(OLD U.S. HIGHWAY 60), 47 FEET NORTH OF THE CENTER LINE OF THE
 HY0995'ROAD, 24 FEET WEST OF THE CENTER LINE OF THE HIGHWAYS, 14 FEET
 HY0995'SOUTH OF A TELEPHONE CABLE POLE, 18 FEET NORTH OF A FENCE CORNER,
 HY0995'1 FOOT EAST OF A FENCE LINE, 1.7 FEET SOUTHEAST OF A METAL
 HY0995'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET
 HY0995'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 HY0995'OF THE GROUND.
 HY0995
 HY0995                          STATION RECOVERY (1969)
 HY0995
 HY0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HY0995'RECOVERED IN GOOD CONDITION.
 HY0995
 HY0995                          STATION RECOVERY (1997)
 HY0995
 HY0995'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0997 ***********************************************************************
 HY0997  DESIGNATION -  I64 L 123
 HY0997  PID         -  HY0997
 HY0997  STATE/COUNTY-  KY/CARTER
 HY0997  USGS QUAD   -  GRAYSON (1978)
 HY0997
 HY0997                         *CURRENT SURVEY CONTROL
 HY0997  ___________________________________________________________________
 HY0997* NAD 83(1986)-  38 20 26.     (N)    082 56 01.     (W)     SCALED    
 HY0997* NAVD 88     -       178.683  (meters)     586.23   (feet)  ADJUSTED  
 HY0997  ___________________________________________________________________
 HY0997  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HY0997  DYNAMIC HT  -         178.565 (meters)     585.84  (feet)  COMP
 HY0997  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 HY0997
 HY0997  VERT ORDER  -  SECOND    CLASS 0
 HY0997
 HY0997.The horizontal coordinates were scaled from a topographic map and have
 HY0997.an estimated accuracy of +/- 6 seconds.
 HY0997
 HY0997.The orthometric height was determined by differential leveling
 HY0997.and adjusted by the National Geodetic Survey in June 1991..
 HY0997
 HY0997.The geoid height was determined by GEOID03.
 HY0997
 HY0997.The dynamic height is computed by dividing the NAVD 88
 HY0997.geopotential number by the normal gravity value computed on the
 HY0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0997.degrees latitude (g = 980.6199 gals.).
 HY0997
 HY0997.The modeled gravity was interpolated from observed gravity values.
 HY0997
 HY0997;                    North         East    Units  Estimated Accuracy
 HY0997;SPC KY1Z     - 1,226,480.    1,746,170.      MT  (+/- 180 meters Scaled)
 HY0997
 HY0997                          SUPERSEDED SURVEY CONTROL
 HY0997
 HY0997  NGVD 29 (??/??/92)  178.864  (m)          586.82   (f) ADJ UNCH    2 0
 HY0997
 HY0997.Superseded values are not recommended for survey control.
 HY0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0997.See file dsdata.txt to determine how the superseded data were derived.
 HY0997
 HY0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC310453(NAD 83)
 HY0997_MARKER: DD = SURVEY DISK
 HY0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0997_STAMPING: I 64 L 123 1969
 HY0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0997+STABILITY: SURFACE MOTION
 HY0997
 HY0997  HISTORY     - Date     Condition        Report By
 HY0997  HISTORY     - 1969     MONUMENTED       PAS
 HY0997  HISTORY     - 19970508 GOOD             WOOLPT
 HY0997
 HY0997                          STATION DESCRIPTION
 HY0997
 HY0997'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY0997'1.1 MI NE FROM GRAYSON.
 HY0997'ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY0997'COURTHOUSE IN GRAYSON, THENCE ABOUT 0.9 MILES NORTHEAST ALONG
 HY0997'ROBERT AND MARY AVENUE, AT A GRAVEL DRIVE NORTHWEST TO A LARGE
 HY0997'HOUSE THAT SETS ON A PROMINENT HILL, 25 FEET NORTHWEST OF THE
 HY0997'CENTER OF ROAD, 13 FEET SOUTHWEST OF THE CENTER OF GRAVEL DRIVE,
 HY0997'2 FEET NORTHEAST OF NORTH-SOUTH FENCE, 1.8 FEET SOUTH OF
 HY0997'TELEPHONE POLE 683 GT AND 1 FOOT NORTHEAST OF METAL WITNESS POST
 HY0997'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HY0997'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64
 HY0997'L-123 1969.
 HY0997
 HY0997                          STATION RECOVERY (1997)
 HY0997
 HY0997'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997
 HY0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0998 ***********************************************************************
 HY0998  DESIGNATION -  I64 L 124
 HY0998  PID         -  HY0998
 HY0998  STATE/COUNTY-  KY/CARTER
 HY0998  USGS QUAD   -  GRAYSON (1978)
 HY0998
 HY0998                         *CURRENT SURVEY CONTROL
 HY0998  ___________________________________________________________________
 HY0998* NAD 83(1986)-  38 20 26.     (N)    082 55 13.     (W)     SCALED    
 HY0998* NAVD 88     -       178.517  (meters)     585.68   (feet)  ADJUSTED  
 HY0998  ___________________________________________________________________
 HY0998  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HY0998  DYNAMIC HT  -         178.400 (meters)     585.30  (feet)  COMP
 HY0998  MODELED GRAV-     979,965.0   (mgal)                       NAVD 88
 HY0998
 HY0998  VERT ORDER  -  SECOND    CLASS 0
 HY0998
 HY0998.The horizontal coordinates were scaled from a topographic map and have
 HY0998.an estimated accuracy of +/- 6 seconds.
 HY0998
 HY0998.The orthometric height was determined by differential leveling
 HY0998.and adjusted by the National Geodetic Survey in June 1991..
 HY0998
 HY0998.The geoid height was determined by GEOID03.
 HY0998
 HY0998.The dynamic height is computed by dividing the NAVD 88
 HY0998.geopotential number by the normal gravity value computed on the
 HY0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0998.degrees latitude (g = 980.6199 gals.).
 HY0998
 HY0998.The modeled gravity was interpolated from observed gravity values.
 HY0998
 HY0998;                    North         East    Units  Estimated Accuracy
 HY0998;SPC KY1Z     - 1,226,520.    1,747,330.      MT  (+/- 180 meters Scaled)
 HY0998
 HY0998                          SUPERSEDED SURVEY CONTROL
 HY0998
 HY0998  NGVD 29 (??/??/92)  178.698  (m)          586.28   (f) ADJ UNCH    2 0
 HY0998
 HY0998.Superseded values are not recommended for survey control.
 HY0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0998.See file dsdata.txt to determine how the superseded data were derived.
 HY0998
 HY0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC321453(NAD 83)
 HY0998_MARKER: DD = SURVEY DISK
 HY0998_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0998_SP_SET: BRIDGE
 HY0998_STAMPING: I 64 L 124 1969
 HY0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0998
 HY0998  HISTORY     - Date     Condition        Report By
 HY0998  HISTORY     - 1969     MONUMENTED       PAS
 HY0998
 HY0998                          STATION DESCRIPTION
 HY0998
 HY0998'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY0998'1.7 MI NE FROM GRAYSON.
 HY0998'ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY0998'COURTHOUSE IN GRAYSON, THENCE ABOUT 1.6 MILES NORTHEAST AND
 HY0998'EAST ALONG ROBERT AND MARY AVENUE, AT THE WEST END OF BRIDGE
 HY0998'OVER LITTLE SANDY RIVER, 12 FEET NORTHEAST OF POWER POLE 18-2-72,
 HY0998'10 FEET SOUTHWEST OF THE CENTER OF ROAD AND 0.8 FOOT SOUTHWEST
 HY0998'OF SOUTHWEST END OF BRIDGE RAILING.  A KENTUCKY DEPARTMENT OF
 HY0998'HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN THE SOUTHWEST
 HY0998'CORNER OF BRIDGE AND STAMPED I-64 L-124 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0999 ***********************************************************************
 HY0999  DESIGNATION -  I64 L 125
 HY0999  PID         -  HY0999
 HY0999  STATE/COUNTY-  KY/CARTER
 HY0999  USGS QUAD   -  GRAYSON (1978)
 HY0999
 HY0999                         *CURRENT SURVEY CONTROL
 HY0999  ___________________________________________________________________
 HY0999* NAD 83(1986)-  38 20 27.     (N)    082 54 40.     (W)     SCALED    
 HY0999* NAVD 88     -       176.674  (meters)     579.64   (feet)  ADJUSTED  
 HY0999  ___________________________________________________________________
 HY0999  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HY0999  DYNAMIC HT  -         176.558 (meters)     579.26  (feet)  COMP
 HY0999  MODELED GRAV-     979,964.7   (mgal)                       NAVD 88
 HY0999
 HY0999  VERT ORDER  -  SECOND    CLASS 0
 HY0999
 HY0999.The horizontal coordinates were scaled from a topographic map and have
 HY0999.an estimated accuracy of +/- 6 seconds.
 HY0999
 HY0999.The orthometric height was determined by differential leveling
 HY0999.and adjusted by the National Geodetic Survey in June 1991..
 HY0999
 HY0999.The geoid height was determined by GEOID03.
 HY0999
 HY0999.The dynamic height is computed by dividing the NAVD 88
 HY0999.geopotential number by the normal gravity value computed on the
 HY0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0999.degrees latitude (g = 980.6199 gals.).
 HY0999
 HY0999.The modeled gravity was interpolated from observed gravity values.
 HY0999
 HY0999;                    North         East    Units  Estimated Accuracy
 HY0999;SPC KY1Z     - 1,226,580.    1,748,130.      MT  (+/- 180 meters Scaled)
 HY0999
 HY0999                          SUPERSEDED SURVEY CONTROL
 HY0999
 HY0999  NGVD 29 (??/??/92)  176.855  (m)          580.23   (f) ADJ UNCH    2 0
 HY0999
 HY0999.Superseded values are not recommended for survey control.
 HY0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0999.See file dsdata.txt to determine how the superseded data were derived.
 HY0999
 HY0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC329453(NAD 83)
 HY0999_MARKER: DD = SURVEY DISK
 HY0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0999_STAMPING: I 64 L 125 1969
 HY0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0999+STABILITY: SURFACE MOTION
 HY0999
 HY0999  HISTORY     - Date     Condition        Report By
 HY0999  HISTORY     - 1969     MONUMENTED       PAS
 HY0999
 HY0999                          STATION DESCRIPTION
 HY0999
 HY0999'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY0999'2.3 MI NE FROM GRAYSON.
 HY0999'ABOUT 0.45 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER
 HY0999'COUNTY COURTHOUSE IN GRAYSON, THENCE ABOUT 2.35 MILES NORTHEAST
 HY0999'AND EAST ALONG ROBERT AND MARY AVENUE TO A GRAVEL ROAD LEFT,
 HY0999'THENCE ABOUT 0.25 MILE NORTH-NORTHEAST ALONG GRAVEL ROAD, AT
 HY0999'A CURVE IN ROAD, 36 1/2 FEET EAST OF THE CENTER OF GRAVEL ROAD,
 HY0999'24 FEET SOUTH OF AN 18-INCH TWIN TRUNK WILD CHERRY TREE, 17 1/2
 HY0999'FEET NORTH OF AN 18-INCH WALNUT TREE AND 1.2 FEET WEST OF METAL
 HY0999'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HY0999'MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 3 INCHES AND
 HY0999'STAMPED I-64 L-125 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1000 ***********************************************************************
 HY1000  DESIGNATION -  I64 L 126
 HY1000  PID         -  HY1000
 HY1000  STATE/COUNTY-  KY/CARTER
 HY1000  USGS QUAD   -  GRAYSON (1978)
 HY1000
 HY1000                         *CURRENT SURVEY CONTROL
 HY1000  ___________________________________________________________________
 HY1000* NAD 83(1986)-  38 21 02.     (N)    082 54 28.     (W)     SCALED    
 HY1000* NAVD 88     -       190.020  (meters)     623.42   (feet)  ADJUSTED  
 HY1000  ___________________________________________________________________
 HY1000  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HY1000  DYNAMIC HT  -         189.895 (meters)     623.01  (feet)  COMP
 HY1000  MODELED GRAV-     979,966.2   (mgal)                       NAVD 88
 HY1000
 HY1000  VERT ORDER  -  SECOND    CLASS 0
 HY1000
 HY1000.The horizontal coordinates were scaled from a topographic map and have
 HY1000.an estimated accuracy of +/- 6 seconds.
 HY1000
 HY1000.The orthometric height was determined by differential leveling
 HY1000.and adjusted by the National Geodetic Survey in June 1991..
 HY1000
 HY1000.The geoid height was determined by GEOID03.
 HY1000
 HY1000.The dynamic height is computed by dividing the NAVD 88
 HY1000.geopotential number by the normal gravity value computed on the
 HY1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1000.degrees latitude (g = 980.6199 gals.).
 HY1000
 HY1000.The modeled gravity was interpolated from observed gravity values.
 HY1000
 HY1000;                    North         East    Units  Estimated Accuracy
 HY1000;SPC KY1Z     - 1,227,660.    1,748,390.      MT  (+/- 180 meters Scaled)
 HY1000
 HY1000                          SUPERSEDED SURVEY CONTROL
 HY1000
 HY1000  NGVD 29 (??/??/92)  190.201  (m)          624.02   (f) ADJ UNCH    2 0
 HY1000
 HY1000.Superseded values are not recommended for survey control.
 HY1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1000.See file dsdata.txt to determine how the superseded data were derived.
 HY1000
 HY1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC332464(NAD 83)
 HY1000_MARKER: DD = SURVEY DISK
 HY1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1000_STAMPING: I 64 L 126 1969
 HY1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1000+STABILITY: SURFACE MOTION
 HY1000
 HY1000  HISTORY     - Date     Condition        Report By
 HY1000  HISTORY     - 1969     MONUMENTED       PAS
 HY1000
 HY1000                          STATION DESCRIPTION
 HY1000
 HY1000'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1000'2.7 MI NE FROM GRAYSON.
 HY1000'ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY1000'COURTHOUSE IN GRAYSON, THENCE ABOUT 2.35 MILES NORTHEAST AND
 HY1000'EAST ALONG ROBERT AND MARY AVENUE TO A GRAVEL ROAD LEFT, THENCE
 HY1000'ABOUT 0.3 MILE NORTH ALONG GRAVEL ROAD, THENCE ABOUT 0.4 MILE
 HY1000'NORTHEAST ALONG GRAVEL ROAD TO A T-ROAD, THENCE ABOUT 0.4 MILE
 HY1000'NORTHWEST ALONG GRAVEL ROAD.  AT A SHARP CURVE IN ROAD,
 HY1000'APPROXIMATELY 200 FEET NORTHEAST OF ABANDONED BECKWITH BRANCH
 HY1000'SCHOOL HOUSE, 41 FEET NORTHEAST OF A 36-INCH OAK TREE, 28 FEET
 HY1000'SOUTHEAST OF A 20-INCH OAK TREE, 28 FEET EAST OF THE CENTER
 HY1000'OF GRAVEL ROAD AND 1 1/2 FEET WEST OF METAL WITNESS POST AND
 HY1000'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 HY1000'IN TOP OF CONCRETE POST PROJECTING 3 INCHES AND STAMPED I-64
 HY1000'L-126 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1001 ***********************************************************************
 HY1001  DESIGNATION -  I64 L 127
 HY1001  PID         -  HY1001
 HY1001  STATE/COUNTY-  KY/CARTER
 HY1001  USGS QUAD   -  GRAYSON (1978)
 HY1001
 HY1001                         *CURRENT SURVEY CONTROL
 HY1001  ___________________________________________________________________
 HY1001* NAD 83(1986)-  38 21 24.     (N)    082 53 49.     (W)     SCALED    
 HY1001* NAVD 88     -       208.360  (meters)     683.59   (feet)  ADJUSTED  
 HY1001  ___________________________________________________________________
 HY1001  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HY1001  DYNAMIC HT  -         208.223 (meters)     683.14  (feet)  COMP
 HY1001  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 HY1001
 HY1001  VERT ORDER  -  SECOND    CLASS 0
 HY1001
 HY1001.The horizontal coordinates were scaled from a topographic map and have
 HY1001.an estimated accuracy of +/- 6 seconds.
 HY1001
 HY1001.The orthometric height was determined by differential leveling
 HY1001.and adjusted by the National Geodetic Survey in June 1991..
 HY1001
 HY1001.The geoid height was determined by GEOID03.
 HY1001
 HY1001.The dynamic height is computed by dividing the NAVD 88
 HY1001.geopotential number by the normal gravity value computed on the
 HY1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1001.degrees latitude (g = 980.6199 gals.).
 HY1001
 HY1001.The modeled gravity was interpolated from observed gravity values.
 HY1001
 HY1001;                    North         East    Units  Estimated Accuracy
 HY1001;SPC KY1Z     - 1,228,370.    1,749,320.      MT  (+/- 180 meters Scaled)
 HY1001
 HY1001                          SUPERSEDED SURVEY CONTROL
 HY1001
 HY1001  NGVD 29 (??/??/92)  208.542  (m)          684.19   (f) ADJ UNCH    2 0
 HY1001
 HY1001.Superseded values are not recommended for survey control.
 HY1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1001.See file dsdata.txt to determine how the superseded data were derived.
 HY1001
 HY1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC342470(NAD 83)
 HY1001_MARKER: DD = SURVEY DISK
 HY1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1001_STAMPING: I 64 L 127 1969
 HY1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1001+STABILITY: SURFACE MOTION
 HY1001
 HY1001  HISTORY     - Date     Condition        Report By
 HY1001  HISTORY     - 1969     MONUMENTED       PAS
 HY1001
 HY1001                          STATION DESCRIPTION
 HY1001
 HY1001'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1001'3.4 MI NE FROM GRAYSON.
 HY1001'ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY1001'COURTHOUSE IN GRAYSON, THENCE ABOUT 2.35 MILES NORTHEAST AND
 HY1001'EAST ALONG ROBERT AND MARY AVENUE TO GRAVEL ROAD LEFT, THENCE
 HY1001'ABOUT 0.3 MILE NORTH ALONG GRAVEL ROAD, THENCE ABOUT 0.4 MILE
 HY1001'NORTHEAST ALONG GRAVEL ROAD TO A T-ROAD, THENCE ABOUT 0.5 MILE
 HY1001'NORTHWEST ALONG GRAVEL ROAD TO A JUNCTION JUST SOUTHEAST OF
 HY1001'BECKWITH BRANCH, TURN RIGHT AND FOLLOW MAIN ROAD UP BECKWITH
 HY1001'BRANCH (ACCESSIBLE BY 4-WHEEL DRIVE VEHICLE ONLY IN WET WEATHER) FOR
 HY1001'0.9 MILE TO A FORK AND MARK ON RIGHT.  IT IS 70 FEET NORTHWEST
 HY1001'OF A 20-INCH OAK TREE, 25 FEET NORTH-NORTHWEST OF A 14-INCH
 HY1001'OAK TREE, 11 1/2 FEET SOUTH OF THE CENTER OF DIRT ROAD, AND 1 1/2
 HY1001'FEET SOUTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HY1001'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST
 HY1001'PROJECTING 3 INCHES AND STAMPED I-64 L-127 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1007 ***********************************************************************
 HY1007  DESIGNATION -  I64 L 128
 HY1007  PID         -  HY1007
 HY1007  STATE/COUNTY-  KY/CARTER
 HY1007  USGS QUAD   -  GRAYSON (1978)
 HY1007
 HY1007                         *CURRENT SURVEY CONTROL
 HY1007  ___________________________________________________________________
 HY1007* NAD 83(1986)-  38 22 04.     (N)    082 52 48.     (W)     SCALED    
 HY1007* NAVD 88     -       180.805  (meters)     593.19   (feet)  ADJUSTED  
 HY1007  ___________________________________________________________________
 HY1007  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HY1007  DYNAMIC HT  -         180.686 (meters)     592.80  (feet)  COMP
 HY1007  MODELED GRAV-     979,967.1   (mgal)                       NAVD 88
 HY1007
 HY1007  VERT ORDER  -  SECOND    CLASS 0
 HY1007
 HY1007.The horizontal coordinates were scaled from a topographic map and have
 HY1007.an estimated accuracy of +/- 6 seconds.
 HY1007
 HY1007.The orthometric height was determined by differential leveling
 HY1007.and adjusted by the National Geodetic Survey in June 1991..
 HY1007
 HY1007.The geoid height was determined by GEOID03.
 HY1007
 HY1007.The dynamic height is computed by dividing the NAVD 88
 HY1007.geopotential number by the normal gravity value computed on the
 HY1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1007.degrees latitude (g = 980.6199 gals.).
 HY1007
 HY1007.The modeled gravity was interpolated from observed gravity values.
 HY1007
 HY1007;                    North         East    Units  Estimated Accuracy
 HY1007;SPC KY1Z     - 1,229,650.    1,750,760.      MT  (+/- 180 meters Scaled)
 HY1007
 HY1007                          SUPERSEDED SURVEY CONTROL
 HY1007
 HY1007  NGVD 29 (??/??/92)  180.987  (m)          593.79   (f) ADJ UNCH    2 0
 HY1007
 HY1007.Superseded values are not recommended for survey control.
 HY1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1007.See file dsdata.txt to determine how the superseded data were derived.
 HY1007
 HY1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC357482(NAD 83)
 HY1007_MARKER: DD = SURVEY DISK
 HY1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1007_STAMPING: I 64 L 128 1969
 HY1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1007+STABILITY: SURFACE MOTION
 HY1007
 HY1007  HISTORY     - Date     Condition        Report By
 HY1007  HISTORY     - 1969     MONUMENTED       PAS
 HY1007
 HY1007                          STATION DESCRIPTION
 HY1007
 HY1007'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1007'4.6 MI NE FROM GRAYSON.
 HY1007'ABOUT 6.1 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY1007'COURTHOUSE IN GRAYSON TO A BLACK TOP ROAD LEFT, THENCE ABOUT 2.95
 HY1007'MILES NORTHWEST ALONG BLACK TOP ROAD TO A POINT WHERE BLACK TOP
 HY1007'ENDS, CONTINUE AHEAD ON GRAVEL ROAD FOR 0.65 MILE TO A DIRT ROAD
 HY1007'LEFT, THENCE ABOUT 0.2 MILE SOUTH ALONG DIRT ROAD TO A FORK, 45
 HY1007'FEET SOUTHWEST OF A 6-INCH WALNUT TREE, 31 1/2 FEET NORTHWEST
 HY1007'OF A 5-INCH HICKORY TREE, 12 1/2 FEET WEST OF THE CENTER OF
 HY1007'NORTH-SOUTH ROAD AND 1.2 FEET NORTH OF METAL WITNESS POST AND
 HY1007'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HY1007'TOP OF CONCRETE POST PROJECTING 3 INCHES AND STAMPED I-64 L-128
 HY1007'1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1006 ***********************************************************************
 HY1006  DESIGNATION -  I64 L 128 A
 HY1006  PID         -  HY1006
 HY1006  STATE/COUNTY-  KY/CARTER
 HY1006  USGS QUAD   -  GRAYSON (1978)
 HY1006
 HY1006                         *CURRENT SURVEY CONTROL
 HY1006  ___________________________________________________________________
 HY1006* NAD 83(1986)-  38 21 44.     (N)    082 52 53.     (W)     SCALED    
 HY1006* NAVD 88     -       261.126  (meters)     856.71   (feet)  ADJUSTED  
 HY1006  ___________________________________________________________________
 HY1006  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HY1006  DYNAMIC HT  -         260.955 (meters)     856.15  (feet)  COMP
 HY1006  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 HY1006
 HY1006  VERT ORDER  -  SECOND    CLASS 0
 HY1006
 HY1006.The horizontal coordinates were scaled from a topographic map and have
 HY1006.an estimated accuracy of +/- 6 seconds.
 HY1006
 HY1006.The orthometric height was determined by differential leveling
 HY1006.and adjusted by the National Geodetic Survey in June 1991..
 HY1006
 HY1006.The geoid height was determined by GEOID03.
 HY1006
 HY1006.The dynamic height is computed by dividing the NAVD 88
 HY1006.geopotential number by the normal gravity value computed on the
 HY1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1006.degrees latitude (g = 980.6199 gals.).
 HY1006
 HY1006.The modeled gravity was interpolated from observed gravity values.
 HY1006
 HY1006;                    North         East    Units  Estimated Accuracy
 HY1006;SPC KY1Z     - 1,229,030.    1,750,660.      MT  (+/- 180 meters Scaled)
 HY1006
 HY1006                          SUPERSEDED SURVEY CONTROL
 HY1006
 HY1006  NGVD 29 (??/??/92)  261.31   (m)          857.3    (f) COMPUTED    2 0
 HY1006
 HY1006.Superseded values are not recommended for survey control.
 HY1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1006.See file dsdata.txt to determine how the superseded data were derived.
 HY1006
 HY1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC356476(NAD 83)
 HY1006_MARKER: DD = SURVEY DISK
 HY1006_SETTING: 66 = SET IN ROCK OUTCROP
 HY1006_SP_SET: ROCK OUTCROP
 HY1006_STAMPING: I 64 L 128 A 1969
 HY1006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1006+STABILITY: POSITION/ELEVATION WELL
 HY1006
 HY1006  HISTORY     - Date     Condition        Report By
 HY1006  HISTORY     - 1969     MONUMENTED       PAS
 HY1006
 HY1006                          STATION DESCRIPTION
 HY1006
 HY1006'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1006'4.2 MI NE FROM GRAYSON.
 HY1006'ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY1006'COURTHOUSE IN GRAYSON, THENCE ABOUT 2.35 MILES NORTHEAST AND EAST
 HY1006'ALONG ROBERT AND MARY AVENUE TO GRAVEL ROAD LEFT, THENCE ABOUT
 HY1006'0.3 MILE NORTH ALONG GRAVEL ROAD, THENCE ABOUT 0.4 MILE NORTHEAST
 HY1006'ALONG GRAVEL ROAD TO A T-ROAD, THENCE ABOUT 0.5 MILE NORTHWEST
 HY1006'ALONG GRAVEL ROAD TO A JUNCTION JUST SOUTH OF BECKWITH BRANCH,
 HY1006'TURN RIGHT AND FOLLOW MAIN ROAD UP BECKWITH BRANCH (ACCESSIBLE
 HY1006'BY 4-WHEEL DRIVE VEHICLE ONLY IN WET WEATHER) FOR 0.9 MILE TO A
 HY1006'FORK, TAKE LEFT FORK UPHILL AND GO NORTHEAST FOR 0.4 MILE TO A
 HY1006'FORK IN ROAD NEAR TOP OF RIDGE, TAKE RIGHT FORK AND GO EAST FOR
 HY1006'0.2 MILE TO ANOTHER FORK, TAKE LEFT FORK AND GO 0.25 MILE TO MARK
 HY1006'ON RIGHT.  IT IS 33 1/2 FEET NORTH-NORTHWEST OF A 24 INCH WHITE
 HY1006'OAK TREE, 27 1/2 FEET EAST OF A 20 INCH BLACK OAK TREE, 7 1/2
 HY1006'FEET SOUTH OF THE CENTER OF DIRT ROAD AND 4 FEET NORTH OF METAL
 HY1006'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HY1006'MARK DISK SET IN DRILL HOLE IN A 2 FT X 2 FT SANDSTONE OUTCROP
 HY1006'AND STAMPED I-64 L-128 A 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1008 ***********************************************************************
 HY1008  DESIGNATION -  I64 L 129
 HY1008  PID         -  HY1008
 HY1008  STATE/COUNTY-  KY/CARTER
 HY1008  USGS QUAD   -  RUSH (1979)
 HY1008
 HY1008                         *CURRENT SURVEY CONTROL
 HY1008  ___________________________________________________________________
 HY1008* NAD 83(1986)-  38 22 25.     (N)    082 52 14.     (W)     SCALED    
 HY1008* NAVD 88     -       191.475  (meters)     628.20   (feet)  ADJUSTED  
 HY1008  ___________________________________________________________________
 HY1008  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY1008  DYNAMIC HT  -         191.349 (meters)     627.78  (feet)  COMP
 HY1008  MODELED GRAV-     979,965.8   (mgal)                       NAVD 88
 HY1008
 HY1008  VERT ORDER  -  SECOND    CLASS 0
 HY1008
 HY1008.The horizontal coordinates were scaled from a topographic map and have
 HY1008.an estimated accuracy of +/- 6 seconds.
 HY1008
 HY1008.The orthometric height was determined by differential leveling
 HY1008.and adjusted by the National Geodetic Survey in June 1991..
 HY1008
 HY1008.The geoid height was determined by GEOID03.
 HY1008
 HY1008.The dynamic height is computed by dividing the NAVD 88
 HY1008.geopotential number by the normal gravity value computed on the
 HY1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1008.degrees latitude (g = 980.6199 gals.).
 HY1008
 HY1008.The modeled gravity was interpolated from observed gravity values.
 HY1008
 HY1008;                    North         East    Units  Estimated Accuracy
 HY1008;SPC KY1Z     - 1,230,320.    1,751,570.      MT  (+/- 180 meters Scaled)
 HY1008
 HY1008                          SUPERSEDED SURVEY CONTROL
 HY1008
 HY1008  NGVD 29 (??/??/92)  191.657  (m)          628.79   (f) ADJ UNCH    2 0
 HY1008
 HY1008.Superseded values are not recommended for survey control.
 HY1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1008.See file dsdata.txt to determine how the superseded data were derived.
 HY1008
 HY1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC366489(NAD 83)
 HY1008_MARKER: DD = SURVEY DISK
 HY1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1008_STAMPING: I 64 L 129 1969
 HY1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1008+STABILITY: SURFACE MOTION
 HY1008
 HY1008  HISTORY     - Date     Condition        Report By
 HY1008  HISTORY     - 1969     MONUMENTED       PAS
 HY1008
 HY1008                          STATION DESCRIPTION
 HY1008
 HY1008'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1008'5.5 MI NE FROM GRAYSON.
 HY1008'ABOUT 6.1 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY1008'COURTHOUSE IN GRAYSON TO A BLACK TOP ROAD LEFT, THENCE ABOUT
 HY1008'2.95 MILES NORTHWEST ALONG BLACK TOP ROAD TO A POINT WHERE BLACK
 HY1008'TOP ENDS AND A DIRT ROAD ON THE RIGHT, THENCE ABOUT 0.25 MILE
 HY1008'NORTHEAST ALONG DIRT ROAD, 58 1/2 FEET NORTHEAST OF POWER POLE
 HY1008'160-29, 35 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE, 17
 HY1008'FEET WEST OF THE CENTER OF ROAD AND 1.6 FEET NORTHEAST OF METAL
 HY1008'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HY1008'MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 1 INCH AND
 HY1008'STAMPED I-64 L-129 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1443 ***********************************************************************
 HZ1443  DESIGNATION -  I64 L 13
 HZ1443  PID         -  HZ1443
 HZ1443  STATE/COUNTY-  KY/JEFFERSON
 HZ1443  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1443
 HZ1443                         *CURRENT SURVEY CONTROL
 HZ1443  ___________________________________________________________________
 HZ1443* NAD 83(1986)-  38 13 28.     (N)    085 33 07.     (W)     SCALED    
 HZ1443* NAVD 88     -       218.186  (meters)     715.83   (feet)  ADJUSTED  
 HZ1443  ___________________________________________________________________
 HZ1443  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ1443  DYNAMIC HT  -         218.038 (meters)     715.35  (feet)  COMP
 HZ1443  MODELED GRAV-     979,945.2   (mgal)                       NAVD 88
 HZ1443
 HZ1443  VERT ORDER  -  SECOND    CLASS 0
 HZ1443
 HZ1443.The horizontal coordinates were scaled from a topographic map and have
 HZ1443.an estimated accuracy of +/- 6 seconds.
 HZ1443
 HZ1443.The orthometric height was determined by differential leveling
 HZ1443.and adjusted by the National Geodetic Survey in June 1991..
 HZ1443
 HZ1443.The geoid height was determined by GEOID03.
 HZ1443
 HZ1443.The dynamic height is computed by dividing the NAVD 88
 HZ1443.geopotential number by the normal gravity value computed on the
 HZ1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1443.degrees latitude (g = 980.6199 gals.).
 HZ1443
 HZ1443.The modeled gravity was interpolated from observed gravity values.
 HZ1443
 HZ1443;                    North         East    Units  Estimated Accuracy
 HZ1443;SPC KY1Z     - 1,209,900.    1,517,340.      MT  (+/- 180 meters Scaled)
 HZ1443
 HZ1443                          SUPERSEDED SURVEY CONTROL
 HZ1443
 HZ1443  NGVD 29 (??/??/92)  218.337  (m)          716.33   (f) ADJ UNCH    2 0
 HZ1443
 HZ1443.Superseded values are not recommended for survey control.
 HZ1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1443.See file dsdata.txt to determine how the superseded data were derived.
 HZ1443
 HZ1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH267317(NAD 83)
 HZ1443_MARKER: DD = SURVEY DISK
 HZ1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1443_STAMPING: I64-L13-1960
 HZ1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1443+STABILITY: SURFACE MOTION
 HZ1443
 HZ1443  HISTORY     - Date     Condition        Report By
 HZ1443  HISTORY     - 1960     MONUMENTED       PAS
 HZ1443  HISTORY     - 1981     MARK NOT FOUND   KYDT
 HZ1443
 HZ1443                          STATION DESCRIPTION
 HZ1443
 HZ1443'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1443'2 MI SW FROM MIDDLETOWN.
 HZ1443'ABOUT 0.4 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE IN
 HZ1443'MIDDLETOWN TO JUNCTION WITH U.S. HIGHWAY 60, THENCE ABOUT 0.65
 HZ1443'MILE WEST ALONG U.S. HIGHWAY 60, THENCE ABOUT 1.75 MILES SOUTH ALONG
 HZ1443'MOSER ROAD, AT THE INTERSECTION OF MOSER ROAD AND JEFFERSONTOWN
 HZ1443'ROAD, ABOUT 65 FEET NORTH OF INTERSECTION, 26 FEET EAST OF CENTER
 HZ1443'OF MOSER ROAD, 23 FEET WEST OF CENTER OF JEFFERSTONTOWN ROAD,
 HZ1443'6.6 FEET WEST OF POWER POLE, 3.2 FEET SOUTHEAST OF A METAL WITNESS
 HZ1443'POST AND SIGN, AND ABOUT 1 FOOT HIGHER THAN ROAD.  A KENTUCKY
 HZ1443'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 HZ1443'CYLINDER PROJECTING 6 INCHES AND STAMPED I64-L13-1960.
 HZ1443
 HZ1443                          STATION RECOVERY (1981)
 HZ1443
 HZ1443'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1009 ***********************************************************************
 HY1009  DESIGNATION -  I64 L 130
 HY1009  PID         -  HY1009
 HY1009  STATE/COUNTY-  KY/CARTER
 HY1009  USGS QUAD   -  RUSH (1979)
 HY1009
 HY1009                         *CURRENT SURVEY CONTROL
 HY1009  ___________________________________________________________________
 HY1009* NAD 83(1986)-  38 22 28.     (N)    082 51 25.     (W)     SCALED    
 HY1009* NAVD 88     -       269.772  (meters)     885.08   (feet)  ADJUSTED  
 HY1009  ___________________________________________________________________
 HY1009  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HY1009  DYNAMIC HT  -         269.594 (meters)     884.49  (feet)  COMP
 HY1009  MODELED GRAV-     979,962.6   (mgal)                       NAVD 88
 HY1009
 HY1009  VERT ORDER  -  SECOND    CLASS 0
 HY1009
 HY1009.The horizontal coordinates were scaled from a topographic map and have
 HY1009.an estimated accuracy of +/- 6 seconds.
 HY1009
 HY1009.The orthometric height was determined by differential leveling
 HY1009.and adjusted by the National Geodetic Survey in June 1991..
 HY1009
 HY1009.The geoid height was determined by GEOID03.
 HY1009
 HY1009.The dynamic height is computed by dividing the NAVD 88
 HY1009.geopotential number by the normal gravity value computed on the
 HY1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1009.degrees latitude (g = 980.6199 gals.).
 HY1009
 HY1009.The modeled gravity was interpolated from observed gravity values.
 HY1009
 HY1009;                    North         East    Units  Estimated Accuracy
 HY1009;SPC KY1Z     - 1,230,450.    1,752,750.      MT  (+/- 180 meters Scaled)
 HY1009
 HY1009                          SUPERSEDED SURVEY CONTROL
 HY1009
 HY1009  NGVD 29 (??/??/92)  269.954  (m)          885.67   (f) ADJ UNCH    2 0
 HY1009
 HY1009.Superseded values are not recommended for survey control.
 HY1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1009.See file dsdata.txt to determine how the superseded data were derived.
 HY1009
 HY1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC377489(NAD 83)
 HY1009_MARKER: DD = SURVEY DISK
 HY1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1009_STAMPING: I 64 L 130 1969
 HY1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1009+STABILITY: SURFACE MOTION
 HY1009
 HY1009  HISTORY     - Date     Condition        Report By
 HY1009  HISTORY     - 1969     MONUMENTED       PAS
 HY1009
 HY1009                          STATION DESCRIPTION
 HY1009
 HY1009'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1009'5.9 MI NE FROM GRAYSON.
 HY1009'ABOUT 6.1 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY1009'COURTHOUSE IN GRAYSON TO A BLACK TOP ROAD LEFT, THENCE ABOUT 2.95
 HY1009'MILES NORTHWEST ALONG BLACK TOP ROAD TO A POINT WHERE BLACK TOP
 HY1009'ENDS AND A DIRT ROAD ON THE RIGHT, THENCE ABOUT 0.5 MILE
 HY1009'NORTHEAST ALONG DIRT ROAD TO A JUNCTION JUST EAST OF SMALL
 HY1009'STREAM, THENCE ABOUT 0.55 MILE EAST ALONG DIRT ROAD, AT THE TOP
 HY1009'OF A HILL, 61 1/2 FEET SOUTH OF A 6-INCH POPLAR TREE, 42 FEET
 HY1009'NORTHWEST OF A 25-INCH OAK TREE, 19 1/2 FEET NORTH-NORTHEAST OF
 HY1009'THE CENTER OF DIRT ROAD, AND 1 FOOT SOUTH OF METAL WITNESS POST
 HY1009'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 HY1009'IN TOP OF CONCRETE POST PROJECTING 3 INCHES AND STAMPED I-64
 HY1009'L-130 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1010 ***********************************************************************
 HY1010  DESIGNATION -  I64 L 131
 HY1010  PID         -  HY1010
 HY1010  STATE/COUNTY-  KY/CARTER
 HY1010  USGS QUAD   -  RUSH (1979)
 HY1010
 HY1010                         *CURRENT SURVEY CONTROL
 HY1010  ___________________________________________________________________
 HY1010* NAD 83(1986)-  38 22 19.     (N)    082 50 26.     (W)     SCALED    
 HY1010* NAVD 88     -       200.690  (meters)     658.43   (feet)  ADJUSTED  
 HY1010  ___________________________________________________________________
 HY1010  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HY1010  DYNAMIC HT  -         200.557 (meters)     657.99  (feet)  COMP
 HY1010  MODELED GRAV-     979,960.8   (mgal)                       NAVD 88
 HY1010
 HY1010  VERT ORDER  -  SECOND    CLASS 0
 HY1010
 HY1010.The horizontal coordinates were scaled from a topographic map and have
 HY1010.an estimated accuracy of +/- 6 seconds.
 HY1010
 HY1010.The orthometric height was determined by differential leveling
 HY1010.and adjusted by the National Geodetic Survey in June 1991..
 HY1010
 HY1010.The geoid height was determined by GEOID03.
 HY1010
 HY1010.The dynamic height is computed by dividing the NAVD 88
 HY1010.geopotential number by the normal gravity value computed on the
 HY1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1010.degrees latitude (g = 980.6199 gals.).
 HY1010
 HY1010.The modeled gravity was interpolated from observed gravity values.
 HY1010
 HY1010;                    North         East    Units  Estimated Accuracy
 HY1010;SPC KY1Z     - 1,230,220.    1,754,190.      MT  (+/- 180 meters Scaled)
 HY1010
 HY1010                          SUPERSEDED SURVEY CONTROL
 HY1010
 HY1010  NGVD 29 (??/??/92)  200.872  (m)          659.03   (f) ADJ UNCH    2 0
 HY1010
 HY1010.Superseded values are not recommended for survey control.
 HY1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1010.See file dsdata.txt to determine how the superseded data were derived.
 HY1010
 HY1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC392486(NAD 83)
 HY1010_MARKER: DD = SURVEY DISK
 HY1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1010_STAMPING: I 64 L 131 1969
 HY1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1010+STABILITY: SURFACE MOTION
 HY1010
 HY1010  HISTORY     - Date     Condition        Report By
 HY1010  HISTORY     - 1969     MONUMENTED       PAS
 HY1010
 HY1010                          STATION DESCRIPTION
 HY1010
 HY1010'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1010'6.5 MI NE FROM GRAYSON.
 HY1010'ABOUT 7.0 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY1010'COURTHOUSE IN GRAYSON TO THE JUNCTION OF STATE HIGHWAY 207 LEFT,
 HY1010'THENCE ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 207, 120 1/2
 HY1010'FEET NORTHWEST OF COMBINATION POWER AND TELEPHONE POLE 160-70,
 HY1010'27 FEET SOUTHWEST OF THE CENTER OF HIGHWAY AND 1 FOOT NORTHEAST
 HY1010'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 HY1010'HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 HY1010'3 INCHES AND STAMPED I-64 L-131 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1011 ***********************************************************************
 HY1011  DESIGNATION -  I64 L 132
 HY1011  PID         -  HY1011
 HY1011  STATE/COUNTY-  KY/CARTER
 HY1011  USGS QUAD   -  ARGILLITE (1978)
 HY1011
 HY1011                         *CURRENT SURVEY CONTROL
 HY1011  ___________________________________________________________________
 HY1011* NAD 83(1986)-  38 23 13.     (N)    082 50 21.     (W)     SCALED    
 HY1011* NAVD 88     -       188.761  (meters)     619.29   (feet)  ADJUSTED  
 HY1011  ___________________________________________________________________
 HY1011  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HY1011  DYNAMIC HT  -         188.636 (meters)     618.88  (feet)  COMP
 HY1011  MODELED GRAV-     979,961.8   (mgal)                       NAVD 88
 HY1011
 HY1011  VERT ORDER  -  SECOND    CLASS 0
 HY1011
 HY1011.The horizontal coordinates were scaled from a topographic map and have
 HY1011.an estimated accuracy of +/- 6 seconds.
 HY1011
 HY1011.The orthometric height was determined by differential leveling
 HY1011.and adjusted by the National Geodetic Survey in June 1991..
 HY1011
 HY1011.The geoid height was determined by GEOID03.
 HY1011
 HY1011.The dynamic height is computed by dividing the NAVD 88
 HY1011.geopotential number by the normal gravity value computed on the
 HY1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1011.degrees latitude (g = 980.6199 gals.).
 HY1011
 HY1011.The modeled gravity was interpolated from observed gravity values.
 HY1011
 HY1011;                    North         East    Units  Estimated Accuracy
 HY1011;SPC KY1Z     - 1,231,880.    1,754,260.      MT  (+/- 180 meters Scaled)
 HY1011
 HY1011                          SUPERSEDED SURVEY CONTROL
 HY1011
 HY1011  NGVD 29 (??/??/92)  188.943  (m)          619.89   (f) ADJ UNCH    2 0
 HY1011
 HY1011.Superseded values are not recommended for survey control.
 HY1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1011.See file dsdata.txt to determine how the superseded data were derived.
 HY1011
 HY1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC393503(NAD 83)
 HY1011_MARKER: DD = SURVEY DISK
 HY1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1011_SP_SET: BRIDGE
 HY1011_STAMPING: I 64 L 132 1969
 HY1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1011+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2001
 HY1011
 HY1011  HISTORY     - Date     Condition        Report By
 HY1011  HISTORY     - 1969     MONUMENTED       PAS
 HY1011  HISTORY     - 20011107 GOOD             KYDT
 HY1011
 HY1011                          STATION DESCRIPTION
 HY1011
 HY1011'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1011'7 MI NE FROM GRAYSON.
 HY1011'ABOUT 7.0 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY1011'COURTHOUSE IN GRAYSON TO THE JUNCTION OF STATE HIGHWAY 207 LEFT,
 HY1011'THENCE ABOUT 3.15 MILES NORTH ALONG STATE HIGHWAY 207, ABOUT
 HY1011'300 FEET SOUTH OF CANE CREEK FREE WILL BAPTIST CHURCH, AT
 HY1011'BRIDGE OVER CANE CREEK, 11 FEET SOUTHEAST OF THE CENTER OF
 HY1011'HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 HY1011'IN DRILL HOLE IN THE NORTHEAST END OF BRIDGE AND STAMPED I-64
 HY1011'L-132 1969.
 HY1011
 HY1011                          STATION RECOVERY (2001)
 HY1011
 HY1011'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1012 ***********************************************************************
 HY1012  DESIGNATION -  I64 L 133
 HY1012  PID         -  HY1012
 HY1012  STATE/COUNTY-  KY/CARTER
 HY1012  USGS QUAD   -  ARGILLITE (1978)
 HY1012
 HY1012                         *CURRENT SURVEY CONTROL
 HY1012  ___________________________________________________________________
 HY1012* NAD 83(1986)-  38 24 07.     (N)    082 50 47.     (W)     SCALED    
 HY1012* NAVD 88     -       180.877  (meters)     593.43   (feet)  ADJUSTED  
 HY1012  ___________________________________________________________________
 HY1012  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HY1012  DYNAMIC HT  -         180.757 (meters)     593.03  (feet)  COMP
 HY1012  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 HY1012
 HY1012  VERT ORDER  -  SECOND    CLASS 0
 HY1012
 HY1012.The horizontal coordinates were scaled from a topographic map and have
 HY1012.an estimated accuracy of +/- 6 seconds.
 HY1012
 HY1012.The orthometric height was determined by differential leveling
 HY1012.and adjusted by the National Geodetic Survey in June 1991..
 HY1012
 HY1012.The geoid height was determined by GEOID03.
 HY1012
 HY1012.The dynamic height is computed by dividing the NAVD 88
 HY1012.geopotential number by the normal gravity value computed on the
 HY1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1012.degrees latitude (g = 980.6199 gals.).
 HY1012
 HY1012.The modeled gravity was interpolated from observed gravity values.
 HY1012
 HY1012;                    North         East    Units  Estimated Accuracy
 HY1012;SPC KY1Z     - 1,233,530.    1,753,580.      MT  (+/- 180 meters Scaled)
 HY1012
 HY1012                          SUPERSEDED SURVEY CONTROL
 HY1012
 HY1012  NGVD 29 (??/??/92)  181.059  (m)          594.02   (f) ADJ UNCH    2 0
 HY1012
 HY1012.Superseded values are not recommended for survey control.
 HY1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1012.See file dsdata.txt to determine how the superseded data were derived.
 HY1012
 HY1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC387520(NAD 83)
 HY1012_MARKER: DD = SURVEY DISK
 HY1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1012_STAMPING: I 64 L 133 1969
 HY1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1012+STABILITY: SURFACE MOTION
 HY1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY1012+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2001
 HY1012
 HY1012  HISTORY     - Date     Condition        Report By
 HY1012  HISTORY     - 1969     MONUMENTED       PAS
 HY1012  HISTORY     - 20011107 GOOD             KYDT
 HY1012
 HY1012                          STATION DESCRIPTION
 HY1012
 HY1012'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1012'7.3 MI NNE FROM GRAYSON.
 HY1012'ABOUT 7.0 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY1012'COURTHOUSE IN GRAYSON TO THE JUNCTION OF STATE HIGHWAY 207 LEFT,
 HY1012'THENCE ABOUT 4.35 MILES NORTH ALONG STATE HIGHWAY 207, ON LAND
 HY1012'OWNED BY HOMER BROWN, IN FRONT YARD OF FRAME HOUSE, 29.3 FEET
 HY1012'EAST OF SOUTHEAST CORNER OF PORCH, 18 FEET SOUTHWEST OF THE
 HY1012'CENTER OF HIGHWAY AND 1.4 FEET NORTHEAST OF METAL WITNESS POST
 HY1012'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 HY1012'IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64
 HY1012'L-133 1969.
 HY1012
 HY1012                          STATION RECOVERY (2001)
 HY1012
 HY1012'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY1012'MARK IN FRONTYARD OF 1 STORY BRICK RESIDENCE, AT BASE OF A BUSH, ABOUT
 HY1012'93 FEET EAST OF SOUTHEAST CORNER OF HOUSE AND PROJECTS 2 INCHES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1013 ***********************************************************************
 HY1013  DESIGNATION -  I64 L 134
 HY1013  PID         -  HY1013
 HY1013  STATE/COUNTY-  KY/CARTER
 HY1013  USGS QUAD   -  RUSH (1979)
 HY1013
 HY1013                         *CURRENT SURVEY CONTROL
 HY1013  ___________________________________________________________________
 HY1013* NAD 83(1986)-  38 22 07.     (N)    082 49 08.     (W)     SCALED    
 HY1013* NAVD 88     -       276.857  (meters)     908.32   (feet)  ADJUSTED  
 HY1013  ___________________________________________________________________
 HY1013  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HY1013  DYNAMIC HT  -         276.673 (meters)     907.72  (feet)  COMP
 HY1013  MODELED GRAV-     979,959.4   (mgal)                       NAVD 88
 HY1013
 HY1013  VERT ORDER  -  SECOND    CLASS 0
 HY1013
 HY1013.The horizontal coordinates were scaled from a topographic map and have
 HY1013.an estimated accuracy of +/- 6 seconds.
 HY1013
 HY1013.The orthometric height was determined by differential leveling
 HY1013.and adjusted by the National Geodetic Survey in June 1991..
 HY1013
 HY1013.The geoid height was determined by GEOID03.
 HY1013
 HY1013.The dynamic height is computed by dividing the NAVD 88
 HY1013.geopotential number by the normal gravity value computed on the
 HY1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1013.degrees latitude (g = 980.6199 gals.).
 HY1013
 HY1013.The modeled gravity was interpolated from observed gravity values.
 HY1013
 HY1013;                    North         East    Units  Estimated Accuracy
 HY1013;SPC KY1Z     - 1,229,910.    1,756,100.      MT  (+/- 180 meters Scaled)
 HY1013
 HY1013                          SUPERSEDED SURVEY CONTROL
 HY1013
 HY1013  NGVD 29 (??/??/92)  277.039  (m)          908.92   (f) ADJ UNCH    2 0
 HY1013
 HY1013.Superseded values are not recommended for survey control.
 HY1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1013.See file dsdata.txt to determine how the superseded data were derived.
 HY1013
 HY1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC411482(NAD 83)
 HY1013_MARKER: DD = SURVEY DISK
 HY1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1013_STAMPING: I 64 L 134 1969
 HY1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1013+STABILITY: SURFACE MOTION
 HY1013
 HY1013  HISTORY     - Date     Condition        Report By
 HY1013  HISTORY     - 1969     MONUMENTED       PAS
 HY1013
 HY1013                          STATION DESCRIPTION
 HY1013
 HY1013'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1013'7.5 MI NE FROM GRAYSON.
 HY1013'ABOUT 13.15 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER
 HY1013'COUNTY COURTHOUSE TO THE JUNCTION OF STATE HIGHWAY 5 LEFT, THIS
 HY1013'JUNCTION IS ABOUT 2.6 MILES WEST OF CANNONSBURG, THENCE ABOUT
 HY1013'1.55 MILES NORTHWEST ALONG STATE HIGHWAY 5 TO BRYANTS GROCERY
 HY1013'STORE AND SERVICE STATION ON RIGHT AND A T-ROAD LEFT, THENCE
 HY1013'ABOUT 0.25 MILE WEST ALONG HARD SURFACE ROAD TO A FORK, TAKE
 HY1013'LEFT FORK AND GO SOUTHWEST AND WEST FOR 2.2 MILES TO ANOTHER
 HY1013'FORK, TAKE LEFT FORK AND GO WEST-SOUTHWEST FOR 1.3 MILES TO TOP
 HY1013'OF RIDGE AND A WOODS ROAD LEFT, TURN LEFT AND FOLLOW MAIN WOODS
 HY1013'ROAD ALONG TOP OF RIDGE (A 4-WHEEL DRIVE VEHICLE IS NEEDED IN
 HY1013'WET WEATHER) GENERALLY SOUTH FOR 0.55 MILE TO A DIM CROSS ROAD
 HY1013'IN SADDLE AND MARK NORTHWEST OF INTERSECTION.  IS IS 47 FEET
 HY1013'EAST OF A 28-INCH OAK TREE, 35 FEET NORTH-NORTHWEST OF A 24-INCH
 HY1013'OAK TREE 13 1/2 FEET NORTH OF THE CENTER OF MAIN WOODS ROAD AND
 HY1013'1 1/2 FEET SOUTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HY1013'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 HY1013'POST PROJECTING 3 INCHES AND STAMPED I-64 L-134 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1014 ***********************************************************************
 HY1014  DESIGNATION -  I64 L 135
 HY1014  PID         -  HY1014
 HY1014  STATE/COUNTY-  KY/CARTER
 HY1014  USGS QUAD   -  RUSH (1979)
 HY1014
 HY1014                         *CURRENT SURVEY CONTROL
 HY1014  ___________________________________________________________________
 HY1014* NAD 83(1986)-  38 21 50.     (N)    082 47 55.     (W)     SCALED    
 HY1014* NAVD 88     -       213.320  (meters)     699.87   (feet)  ADJUSTED  
 HY1014  ___________________________________________________________________
 HY1014  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HY1014  DYNAMIC HT  -         213.178 (meters)     699.40  (feet)  COMP
 HY1014  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 HY1014
 HY1014  VERT ORDER  -  SECOND    CLASS 0
 HY1014
 HY1014.The horizontal coordinates were scaled from a topographic map and have
 HY1014.an estimated accuracy of +/- 6 seconds.
 HY1014
 HY1014.The orthometric height was determined by differential leveling
 HY1014.and adjusted by the National Geodetic Survey in June 1991..
 HY1014
 HY1014.The geoid height was determined by GEOID03.
 HY1014
 HY1014.The dynamic height is computed by dividing the NAVD 88
 HY1014.geopotential number by the normal gravity value computed on the
 HY1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1014.degrees latitude (g = 980.6199 gals.).
 HY1014
 HY1014.The modeled gravity was interpolated from observed gravity values.
 HY1014
 HY1014;                    North         East    Units  Estimated Accuracy
 HY1014;SPC KY1Z     - 1,229,440.    1,757,880.      MT  (+/- 180 meters Scaled)
 HY1014
 HY1014                          SUPERSEDED SURVEY CONTROL
 HY1014
 HY1014  NGVD 29 (??/??/92)  213.502  (m)          700.46   (f) ADJ UNCH    2 0
 HY1014
 HY1014.Superseded values are not recommended for survey control.
 HY1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1014.See file dsdata.txt to determine how the superseded data were derived.
 HY1014
 HY1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC428477(NAD 83)
 HY1014_MARKER: DD = SURVEY DISK
 HY1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1014_STAMPING: I 64 L 135 1969
 HY1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1014+STABILITY: SURFACE MOTION
 HY1014
 HY1014  HISTORY     - Date     Condition        Report By
 HY1014  HISTORY     - 1969     MONUMENTED       PAS
 HY1014
 HY1014                          STATION DESCRIPTION
 HY1014
 HY1014'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1014'8.5 MI ENE FROM GRAYSON.
 HY1014'ABOUT 11.3 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER
 HY1014'COUNTY COURTHOUSE IN GRAYSON TO A GRAVEL ROAD LEFT AT A HUMBLE
 HY1014'OIL SERVICE STATION THAT IS IN THE NORTHWEST QUADRANT OF
 HY1014'INTERSTATE ROUTE 64 AND U.S. 60 INTERCHANGE, TURN LEFT AND
 HY1014'FOLLOW GRAVEL ROAD WEST FOR 1.6 MILES TO MARK ON LEFT.  IT IS
 HY1014'SET NEAR A POWER POLE GUY WIRE ANCHOR, 69 1/2 FEET SOUTHEAST OF
 HY1014'A 24-INCH CEDAR TREE, 46 FEET NORTH OF THE NORTHEAST CORNER OF
 HY1014'A BARN, 29 FEET NORTHWEST OF POWER POLE 16183 AND 1 FOOT NORTH
 HY1014'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 HY1014'HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 HY1014'3 INCHES AND STAMPED I-64 L-135 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1015 ***********************************************************************
 HY1015  DESIGNATION -  I64 L 136
 HY1015  PID         -  HY1015
 HY1015  STATE/COUNTY-  KY/BOYD
 HY1015  USGS QUAD   -  RUSH (1979)
 HY1015
 HY1015                         *CURRENT SURVEY CONTROL
 HY1015  ___________________________________________________________________
 HY1015* NAD 83(1986)-  38 22 04.     (N)    082 47 07.     (W)     SCALED    
 HY1015* NAVD 88     -       203.152  (meters)     666.51   (feet)  ADJUSTED  
 HY1015  ___________________________________________________________________
 HY1015  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HY1015  DYNAMIC HT  -         203.017 (meters)     666.06  (feet)  COMP
 HY1015  MODELED GRAV-     979,958.2   (mgal)                       NAVD 88
 HY1015
 HY1015  VERT ORDER  -  SECOND    CLASS 0
 HY1015
 HY1015.The horizontal coordinates were scaled from a topographic map and have
 HY1015.an estimated accuracy of +/- 6 seconds.
 HY1015
 HY1015.The orthometric height was determined by differential leveling
 HY1015.and adjusted by the National Geodetic Survey in June 1991..
 HY1015
 HY1015.The geoid height was determined by GEOID03.
 HY1015
 HY1015.The dynamic height is computed by dividing the NAVD 88
 HY1015.geopotential number by the normal gravity value computed on the
 HY1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1015.degrees latitude (g = 980.6199 gals.).
 HY1015
 HY1015.The modeled gravity was interpolated from observed gravity values.
 HY1015
 HY1015;                    North         East    Units  Estimated Accuracy
 HY1015;SPC KY1Z     - 1,229,910.    1,759,030.      MT  (+/- 180 meters Scaled)
 HY1015
 HY1015                          SUPERSEDED SURVEY CONTROL
 HY1015
 HY1015  NGVD 29 (??/??/92)  203.334  (m)          667.11   (f) ADJ UNCH    2 0
 HY1015
 HY1015.Superseded values are not recommended for survey control.
 HY1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1015.See file dsdata.txt to determine how the superseded data were derived.
 HY1015
 HY1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC440481(NAD 83)
 HY1015_MARKER: DD = SURVEY DISK
 HY1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1015_STAMPING: I 64 L 136 1969
 HY1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1015+STABILITY: SURFACE MOTION
 HY1015
 HY1015  HISTORY     - Date     Condition        Report By
 HY1015  HISTORY     - 1969     MONUMENTED       PAS
 HY1015
 HY1015                          STATION DESCRIPTION
 HY1015
 HY1015'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1015'9.3 MI ENE FROM GRAYSON.
 HY1015'ABOUT 11.3 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER
 HY1015'COUNTY COURTHOUSE IN GRAYSON TO A GRAVEL ROAD LEFT AT A HUMBLE
 HY1015'OIL SERVICE STATION THAT IS IN THE NORTHWEST QUADRANT OF
 HY1015'INTERSTATE ROUTE 64 AND U.S. 60 INTERCHANGE, TURN LEFT AND FOLLOW
 HY1015'GRAVEL ROAD WEST FOR 0.8 MILE.  IT IS 19 1/2 FEET NORTHWEST OF A
 HY1015'16-INCH PINE TREE, 14 FEET SOUTH OF THE CENTER OF ROAD, 5 FEET
 HY1015'NORTH OF A 4-INCH LOCUST AND 1 1/2 FEET NORTH OF METAL WITNESS
 HY1015'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 HY1015'DISK SET IN TOP OF CONCRETE POST PROJECTING 3 INCHES AND STAMPED
 HY1015'I-64 L-136 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1016 ***********************************************************************
 HY1016  DESIGNATION -  I64 L 137
 HY1016  PID         -  HY1016
 HY1016  STATE/COUNTY-  KY/BOYD
 HY1016  USGS QUAD   -  RUSH (1979)
 HY1016
 HY1016                         *CURRENT SURVEY CONTROL
 HY1016  ___________________________________________________________________
 HY1016* NAD 83(1986)-  38 21 55.     (N)    082 46 20.     (W)     SCALED    
 HY1016* NAVD 88     -       198.209  (meters)     650.29   (feet)  ADJUSTED  
 HY1016  ___________________________________________________________________
 HY1016  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HY1016  DYNAMIC HT  -         198.077 (meters)     649.86  (feet)  COMP
 HY1016  MODELED GRAV-     979,957.3   (mgal)                       NAVD 88
 HY1016
 HY1016  VERT ORDER  -  SECOND    CLASS 0
 HY1016
 HY1016.The horizontal coordinates were scaled from a topographic map and have
 HY1016.an estimated accuracy of +/- 6 seconds.
 HY1016
 HY1016.The orthometric height was determined by differential leveling
 HY1016.and adjusted by the National Geodetic Survey in June 1991..
 HY1016
 HY1016.The geoid height was determined by GEOID03.
 HY1016
 HY1016.The dynamic height is computed by dividing the NAVD 88
 HY1016.geopotential number by the normal gravity value computed on the
 HY1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1016.degrees latitude (g = 980.6199 gals.).
 HY1016
 HY1016.The modeled gravity was interpolated from observed gravity values.
 HY1016
 HY1016;                    North         East    Units  Estimated Accuracy
 HY1016;SPC KY1Z     - 1,229,670.    1,760,180.      MT  (+/- 180 meters Scaled)
 HY1016
 HY1016                          SUPERSEDED SURVEY CONTROL
 HY1016
 HY1016  NGVD 29 (??/??/92)  198.391  (m)          650.89   (f) ADJ UNCH    2 0
 HY1016
 HY1016.Superseded values are not recommended for survey control.
 HY1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1016.See file dsdata.txt to determine how the superseded data were derived.
 HY1016
 HY1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC451478(NAD 83)
 HY1016_MARKER: DD = SURVEY DISK
 HY1016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1016_SP_SET: BRIDGE CURB
 HY1016_STAMPING: I 64 L 137 1969
 HY1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1016
 HY1016  HISTORY     - Date     Condition        Report By
 HY1016  HISTORY     - 1969     MONUMENTED       PAS
 HY1016  HISTORY     - 20000424 MARK NOT FOUND   KYDT
 HY1016
 HY1016                          STATION DESCRIPTION
 HY1016
 HY1016'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1016'11.4 MI E FROM GRAYSON.
 HY1016'ABOUT 11.4 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER
 HY1016'COUNTY COURTHOUSE IN GRAYSON, AT THE INTERSTATE ROUTE 64 AND
 HY1016'U.S. HIGHWAY 60 INTERCHANGE, AT THE EAST END OF WEST BOUND
 HY1016'OVERPASS OF INTERSTATE 64, 19 FEET NORTH OF THE CENTER OF WEST
 HY1016'BOUND LANE AND 2.3 FEET NORTHEAST OF END OF METAL GUARD RAIL.
 HY1016'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL
 HY1016'HOLE IN THE EAST END OF NORTH BRIDGE CURBING AT WEST BOUND
 HY1016'OVERPASS AND STAMPED I-64 L-137 1969.
 HY1016
 HY1016                          STATION RECOVERY (2000)
 HY1016
 HY1016'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY1016'A CONCRETE BARRIER WALL HAS BEEN PLACED ATOP THE BRIDGE CURBING AT
 HY1016'THIS LOCATION, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1029 ***********************************************************************
 HY1029  DESIGNATION -  I64 L 138
 HY1029  PID         -  HY1029
 HY1029  STATE/COUNTY-  KY/BOYD
 HY1029  USGS QUAD   -  ASHLAND (1985)
 HY1029
 HY1029                         *CURRENT SURVEY CONTROL
 HY1029  ___________________________________________________________________
 HY1029* NAD 83(1986)-  38 22 34.     (N)    082 40 21.     (W)     SCALED    
 HY1029* NAVD 88     -       258.545  (meters)     848.24   (feet)  ADJUSTED  
 HY1029  ___________________________________________________________________
 HY1029  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HY1029  DYNAMIC HT  -         258.370 (meters)     847.67  (feet)  COMP
 HY1029  MODELED GRAV-     979,947.2   (mgal)                       NAVD 88
 HY1029
 HY1029  VERT ORDER  -  SECOND    CLASS 0
 HY1029
 HY1029.The horizontal coordinates were scaled from a topographic map and have
 HY1029.an estimated accuracy of +/- 6 seconds.
 HY1029
 HY1029.The orthometric height was determined by differential leveling
 HY1029.and adjusted by the National Geodetic Survey in June 1991..
 HY1029
 HY1029.The geoid height was determined by GEOID03.
 HY1029
 HY1029.The dynamic height is computed by dividing the NAVD 88
 HY1029.geopotential number by the normal gravity value computed on the
 HY1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1029.degrees latitude (g = 980.6199 gals.).
 HY1029
 HY1029.The modeled gravity was interpolated from observed gravity values.
 HY1029
 HY1029;                    North         East    Units  Estimated Accuracy
 HY1029;SPC KY1Z     - 1,231,150.    1,768,850.      MT  (+/- 180 meters Scaled)
 HY1029
 HY1029                          SUPERSEDED SURVEY CONTROL
 HY1029
 HY1029  NGVD 29 (??/??/92)  258.726  (m)          848.84   (f) ADJ UNCH    2 0
 HY1029
 HY1029.Superseded values are not recommended for survey control.
 HY1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1029.See file dsdata.txt to determine how the superseded data were derived.
 HY1029
 HY1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC539488(NAD 83)
 HY1029_MARKER: DD = SURVEY DISK
 HY1029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1029_SP_SET: CULVERT
 HY1029_STAMPING: I 64 L 138 1969
 HY1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1029
 HY1029  HISTORY     - Date     Condition        Report By
 HY1029  HISTORY     - 1969     MONUMENTED       PAS
 HY1029
 HY1029                          STATION DESCRIPTION
 HY1029
 HY1029'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1029'4.3 MI SW FROM CATLETTSBURG.
 HY1029'ABOUT 1.55 MILES EAST ALONG INTERSTATE 64 AND STATE HIGHWAY
 HY1029'180 INTERCHANGE WHICH IS ABOUT 1 1/4 MILES SOUTH OF CANNONSBURG,
 HY1029'ABOUT 150 FEET EAST OF MILE POST 188, 31 FEET NORTH OF THE
 HY1029'CENTER OF WEST BOUND LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1029'BENCH MARK DISK SET IN DRILL HOLE IN THE NORTHWEST CORNER OF
 HY1029'L SHAPED CONCRETE HEADWALL OF CULVERT UNDER WEST BOUND LANE AND
 HY1029'ABOUT 1 1/2 FEET BELOW THE LEVEL OF ROAD.  THE DISK IS STAMPED
 HY1029'I-64 L-138 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2151 ***********************************************************************
 HY2151  DESIGNATION -  I64 L 138 RESET
 HY2151  PID         -  HY2151
 HY2151  STATE/COUNTY-  KY/BOYD
 HY2151  USGS QUAD   -  ASHLAND (1985)
 HY2151
 HY2151                         *CURRENT SURVEY CONTROL
 HY2151  ___________________________________________________________________
 HY2151* NAD 83(1986)-  38 22 34.     (N)    082 40 21.     (W)     SCALED    
 HY2151* NAVD 88     -       259.21   (meters)     850.4    (feet)  RESET     
 HY2151  ___________________________________________________________________
 HY2151  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HY2151
 HY2151  VERT ORDER  -  THIRD
 HY2151
 HY2151.The horizontal coordinates were scaled from a topographic map and have
 HY2151.an estimated accuracy of +/- 6 seconds.
 HY2151
 HY2151.The orthometric height was computed from unverified reset data.
 HY2151.No vertical observational check was made to the station.
 HY2151
 HY2151.The geoid height was determined by GEOID03.
 HY2151
 HY2151;                    North         East    Units  Estimated Accuracy
 HY2151;SPC KY1Z     - 1,231,150.    1,768,850.      MT  (+/- 180 meters Scaled)
 HY2151
 HY2151                          SUPERSEDED SURVEY CONTROL
 HY2151
 HY2151  NGVD 29 (10/08/05)  259.40   (m)          851.0    (f) RESET       3  
 HY2151
 HY2151.Superseded values are not recommended for survey control.
 HY2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2151.See file dsdata.txt to determine how the superseded data were derived.
 HY2151
 HY2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC539488(NAD 83)
 HY2151_MARKER: DB = BENCH MARK DISK
 HY2151_SETTING: 66 = SET IN ROCK OUTCROP
 HY2151_SP_SET: SET IN ROCK OUTCROP
 HY2151_STAMPING: I 64 L 138 RESET 1973
 HY2151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2151+STABILITY: POSITION/ELEVATION WELL
 HY2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY2151+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2000
 HY2151
 HY2151  HISTORY     - Date     Condition        Report By
 HY2151  HISTORY     - 1973     MONUMENTED       KYHD
 HY2151  HISTORY     - 20000424 GOOD             KYDT
 HY2151
 HY2151                          STATION DESCRIPTION
 HY2151
 HY2151'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1973
 HY2151'4.3 MI SW FROM CATLETTSBURG.
 HY2151'1.55 MILES EAST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HY2151'64 AND STATE HIGHWAY 180 INTERCHANGE WHICH IS ABOUT 1.25 MILES
 HY2151'SOUTH OF CANNONSBURG, 108 FEET EAST OF MILE POST 188, 44 FEET WEST
 HY2151'OF WEST SIDE OF HEADWALL OF CONCRETE DRAIN, AND 35 FEET NORTH
 HY2151'OF THE APPROXIMATE CENTERLINE OF THE WESTBOUND LANES OF I-64, IN
 HY2151'OUTCROPPING BEDROCK ALONG THE NORTH SIDE OF THE INTERSTATE.
 HY2151'THE MARK IS 1.0 FT ABOVE HIGHWAY.
 HY2151
 HY2151                          STATION RECOVERY (2000)
 HY2151
 HY2151'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY2151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1033 ***********************************************************************
 HY1033  DESIGNATION -  I64 L 139
 HY1033  PID         -  HY1033
 HY1033  STATE/COUNTY-  KY/BOYD
 HY1033  USGS QUAD   -  ASHLAND (1985)
 HY1033
 HY1033                         *CURRENT SURVEY CONTROL
 HY1033  ___________________________________________________________________
 HY1033* NAD 83(1986)-  38 22 59.     (N)    082 38 56.     (W)     SCALED    
 HY1033* NAVD 88     -       228.894  (meters)     750.96   (feet)  ADJUSTED  
 HY1033  ___________________________________________________________________
 HY1033  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 HY1033  DYNAMIC HT  -         228.741 (meters)     750.46  (feet)  COMP
 HY1033  MODELED GRAV-     979,952.0   (mgal)                       NAVD 88
 HY1033
 HY1033  VERT ORDER  -  SECOND    CLASS 0
 HY1033
 HY1033.The horizontal coordinates were scaled from a topographic map and have
 HY1033.an estimated accuracy of +/- 6 seconds.
 HY1033
 HY1033.The orthometric height was determined by differential leveling
 HY1033.and adjusted by the National Geodetic Survey in June 1991..
 HY1033
 HY1033.The geoid height was determined by GEOID03.
 HY1033
 HY1033.The dynamic height is computed by dividing the NAVD 88
 HY1033.geopotential number by the normal gravity value computed on the
 HY1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1033.degrees latitude (g = 980.6199 gals.).
 HY1033
 HY1033.The modeled gravity was interpolated from observed gravity values.
 HY1033
 HY1033;                    North         East    Units  Estimated Accuracy
 HY1033;SPC KY1Z     - 1,231,990.    1,770,890.      MT  (+/- 180 meters Scaled)
 HY1033
 HY1033                          SUPERSEDED SURVEY CONTROL
 HY1033
 HY1033  NGVD 29 (??/??/92)  229.075  (m)          751.56   (f) ADJ UNCH    2 0
 HY1033
 HY1033.Superseded values are not recommended for survey control.
 HY1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1033.See file dsdata.txt to determine how the superseded data were derived.
 HY1033
 HY1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC559496(NAD 83)
 HY1033_MARKER: DD = SURVEY DISK
 HY1033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1033_SP_SET: CULVERT
 HY1033_STAMPING: I-64 L-139 1969
 HY1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1033
 HY1033  HISTORY     - Date     Condition        Report By
 HY1033  HISTORY     - 1969     MONUMENTED       PAS
 HY1033
 HY1033                          STATION DESCRIPTION
 HY1033
 HY1033'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1033'3.1 MI SW FROM CATLETTSBURG.
 HY1033'ABOUT 3.0 MILES EAST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HY1033'64 AND STATE HIGHWAY 180 INTERCHANGE, WHICH IS ABOUT 1 1/4 MILES
 HY1033'SOUTH OF CANNONSBURG, ABOUT 0.45 MILE EAST OF MILEPOST 189,
 HY1033'31 1/2 FEET SOUTH OF THE CENTER OF EAST BOUND LANE.  A KENTUCKY
 HY1033'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN THE
 HY1033'WEST END OF CONCRETE HEADWALL OF CULVERT UNDER EAST BOUND LANE
 HY1033'AND STAMPED I-64 L-139 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1652 ***********************************************************************
 HZ1652  DESIGNATION -  I64 L 14
 HZ1652  PID         -  HZ1652
 HZ1652  STATE/COUNTY-  KY/JEFFERSON
 HZ1652  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1652
 HZ1652                         *CURRENT SURVEY CONTROL
 HZ1652  ___________________________________________________________________
 HZ1652* NAD 83(1986)-  38 13 27.     (N)    085 32 28.     (W)     SCALED    
 HZ1652* NAVD 88     -       229.605  (meters)     753.30   (feet)  ADJUSTED  
 HZ1652  ___________________________________________________________________
 HZ1652  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1652  DYNAMIC HT  -         229.449 (meters)     752.78  (feet)  COMP
 HZ1652  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 HZ1652
 HZ1652  VERT ORDER  -  SECOND    CLASS 0
 HZ1652
 HZ1652.The horizontal coordinates were scaled from a topographic map and have
 HZ1652.an estimated accuracy of +/- 6 seconds.
 HZ1652
 HZ1652.The orthometric height was determined by differential leveling
 HZ1652.and adjusted by the National Geodetic Survey in June 1991..
 HZ1652
 HZ1652.The geoid height was determined by GEOID03.
 HZ1652
 HZ1652.The dynamic height is computed by dividing the NAVD 88
 HZ1652.geopotential number by the normal gravity value computed on the
 HZ1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1652.degrees latitude (g = 980.6199 gals.).
 HZ1652
 HZ1652.The modeled gravity was interpolated from observed gravity values.
 HZ1652
 HZ1652;                    North         East    Units  Estimated Accuracy
 HZ1652;SPC KY1Z     - 1,209,870.    1,518,290.      MT  (+/- 180 meters Scaled)
 HZ1652
 HZ1652                          SUPERSEDED SURVEY CONTROL
 HZ1652
 HZ1652  NGVD 29 (??/??/92)  229.757  (m)          753.79   (f) ADJ UNCH    2 0
 HZ1652
 HZ1652.Superseded values are not recommended for survey control.
 HZ1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1652.See file dsdata.txt to determine how the superseded data were derived.
 HZ1652
 HZ1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH276316(NAD 83)
 HZ1652_MARKER: DD = SURVEY DISK
 HZ1652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1652_SP_SET: CURB
 HZ1652_STAMPING: I-64 L-14 1966
 HZ1652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1652
 HZ1652  HISTORY     - Date     Condition        Report By
 HZ1652  HISTORY     - 1966     MONUMENTED       PAS
 HZ1652
 HZ1652                          STATION DESCRIPTION
 HZ1652
 HZ1652'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1652'1.2 MI S FROM MIDDLETOWN.
 HZ1652'ABOUT 4.3 MILES EAST ALONG I-64 FROM THE WATTERSON EXPRESSWAY
 HZ1652'INTERCHANGE, AT A 2 LANE CONCRETE OVERPASS OVER I-64, MILE POST
 HZ1652'16.4, 17 FEET EAST OF CENTER OF BLANKENBAKER ROAD, 10 FEET SOUTH
 HZ1652'OF THE EXTREME NORTHEAST END OF BRIDGE, ABOUT 1 FOOT ABOVE
 HZ1652'FLOOR OF BRIDGE AND APPROXIMATELY 16 FEET ABOVE THE LEVEL OF
 HZ1652'I-64.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 HZ1652'IN DRILL HOLE FLUSH WITH CONCRETE CURB OF BRIDGE AND STAMPED
 HZ1652'I-64 L-14 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1034 ***********************************************************************
 HY1034  DESIGNATION -  I64 L 140
 HY1034  PID         -  HY1034
 HY1034  STATE/COUNTY-  KY/BOYD
 HY1034  USGS QUAD   -  ASHLAND (1985)
 HY1034
 HY1034                         *CURRENT SURVEY CONTROL
 HY1034  ___________________________________________________________________
 HY1034* NAD 83(1986)-  38 22 51.     (N)    082 37 43.     (W)     SCALED    
 HY1034* NAVD 88     -       175.639  (meters)     576.24   (feet)  ADJUSTED  
 HY1034  ___________________________________________________________________
 HY1034  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY1034  DYNAMIC HT  -         175.521 (meters)     575.86  (feet)  COMP
 HY1034  MODELED GRAV-     979,950.7   (mgal)                       NAVD 88
 HY1034
 HY1034  VERT ORDER  -  SECOND    CLASS 0
 HY1034
 HY1034.The horizontal coordinates were scaled from a topographic map and have
 HY1034.an estimated accuracy of +/- 6 seconds.
 HY1034
 HY1034.The orthometric height was determined by differential leveling
 HY1034.and adjusted by the National Geodetic Survey in June 1991..
 HY1034
 HY1034.The geoid height was determined by GEOID03.
 HY1034
 HY1034.The dynamic height is computed by dividing the NAVD 88
 HY1034.geopotential number by the normal gravity value computed on the
 HY1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1034.degrees latitude (g = 980.6199 gals.).
 HY1034
 HY1034.The modeled gravity was interpolated from observed gravity values.
 HY1034
 HY1034;                    North         East    Units  Estimated Accuracy
 HY1034;SPC KY1Z     - 1,231,800.    1,772,670.      MT  (+/- 180 meters Scaled)
 HY1034
 HY1034                          SUPERSEDED SURVEY CONTROL
 HY1034
 HY1034  NGVD 29 (??/??/92)  175.820  (m)          576.84   (f) ADJ UNCH    2 0
 HY1034
 HY1034.Superseded values are not recommended for survey control.
 HY1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1034.See file dsdata.txt to determine how the superseded data were derived.
 HY1034
 HY1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC577493(NAD 83)
 HY1034_MARKER: DD = SURVEY DISK
 HY1034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1034_SP_SET: CULVERT
 HY1034_STAMPING: I-64 L-140 1969
 HY1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1034
 HY1034  HISTORY     - Date     Condition        Report By
 HY1034  HISTORY     - 1969     MONUMENTED       PAS
 HY1034
 HY1034                          STATION DESCRIPTION
 HY1034
 HY1034'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1034'2.3 MI SW FROM CATLETTSBURG.
 HY1034'ABOUT 1.25 MILES WEST ALONG INTERSTATE ROUTE 64 FROM THE
 HY1034'INTERSTATE 64 AND U.S. HIGHWAY 23 INTERCHANGE, WHICH IS ABOUT
 HY1034'1 3/4 MILES SOUTH OF CATLETTSBURG, ABOUT 0.65 MILE EAST OF
 HY1034'MILE POST 190, 27 1/2 FEET SOUTH OF THE CENTER OF EAST BOUND
 HY1034'LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HY1034'DRILL HOLE IN THE WEST END OF CONCRETE HEADWALL OF CULVERT UNDER
 HY1034'EAST BOUND LANE AND STAMPED I-64 L-140 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1035 ***********************************************************************
 HY1035  DESIGNATION -  I64 L 141
 HY1035  PID         -  HY1035
 HY1035  STATE/COUNTY-  KY/BOYD
 HY1035  USGS QUAD   -  CATLETTSBURG (1985)
 HY1035
 HY1035                         *CURRENT SURVEY CONTROL
 HY1035  ___________________________________________________________________
 HY1035* NAD 83(1986)-  38 22 49.     (N)    082 36 49.     (W)     SCALED    
 HY1035* NAVD 88     -       174.671  (meters)     573.07   (feet)  ADJUSTED  
 HY1035  ___________________________________________________________________
 HY1035  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY1035  DYNAMIC HT  -         174.553 (meters)     572.68  (feet)  COMP
 HY1035  MODELED GRAV-     979,950.9   (mgal)                       NAVD 88
 HY1035
 HY1035  VERT ORDER  -  SECOND    CLASS 0
 HY1035
 HY1035.The horizontal coordinates were scaled from a topographic map and have
 HY1035.an estimated accuracy of +/- 6 seconds.
 HY1035
 HY1035.The orthometric height was determined by differential leveling
 HY1035.and adjusted by the National Geodetic Survey in June 1991..
 HY1035
 HY1035.The geoid height was determined by GEOID03.
 HY1035
 HY1035.The dynamic height is computed by dividing the NAVD 88
 HY1035.geopotential number by the normal gravity value computed on the
 HY1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1035.degrees latitude (g = 980.6199 gals.).
 HY1035
 HY1035.The modeled gravity was interpolated from observed gravity values.
 HY1035
 HY1035;                    North         East    Units  Estimated Accuracy
 HY1035;SPC KY1Z     - 1,231,780.    1,773,980.      MT  (+/- 180 meters Scaled)
 HY1035
 HY1035                          SUPERSEDED SURVEY CONTROL
 HY1035
 HY1035  NGVD 29 (??/??/92)  174.852  (m)          573.66   (f) ADJ UNCH    2 0
 HY1035
 HY1035.Superseded values are not recommended for survey control.
 HY1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1035.See file dsdata.txt to determine how the superseded data were derived.
 HY1035
 HY1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC590492(NAD 83)
 HY1035_MARKER: DD = SURVEY DISK
 HY1035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1035_SP_SET: SIGN BASE
 HY1035_STAMPING: I-64 L-141 1969
 HY1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1035
 HY1035  HISTORY     - Date     Condition        Report By
 HY1035  HISTORY     - 1969     MONUMENTED       PAS
 HY1035
 HY1035                          STATION DESCRIPTION
 HY1035
 HY1035'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1035'1.9 MI SSW FROM CATLETTSBURG.
 HY1035'ABOUT 0.4 MILE WEST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HY1035'64 AND U.S. HIGHWAY 23 INTERCHANGE, WHICH IS ABOUT 1 3/4 MILES
 HY1035'SOUTH OF CATLETTSBURG, ABOUT 0.45 MILE EAST OF MILE POST 191, 31
 HY1035'FEET SOUTH OF THE CENTER OF EAST BOUND LANE, 10.2 FEET NORTH OF
 HY1035'SOUTH LEG OF SIGN AND 1 FOOT SOUTH OF NORTH LEG OF SIGN.  A
 HY1035'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE
 HY1035'IN THE NORTH CONCRETE BASE THAT SUPPORTS SIGN DENOTING THE
 HY1035'CATLETTSBURG - LOUISA EXIT AND STAMPED I-64 L-141 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2152 ***********************************************************************
 HY2152  DESIGNATION -  I64 L 141 RESET
 HY2152  PID         -  HY2152
 HY2152  STATE/COUNTY-  KY/BOYD
 HY2152  USGS QUAD   -  CATLETTSBURG (1985)
 HY2152
 HY2152                         *CURRENT SURVEY CONTROL
 HY2152  ___________________________________________________________________
 HY2152* NAD 83(1986)-  38 22 49.     (N)    082 36 49.     (W)     SCALED    
 HY2152* NAVD 88     -       175.46   (meters)     575.7    (feet)  RESET     
 HY2152  ___________________________________________________________________
 HY2152  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY2152
 HY2152  VERT ORDER  -  THIRD
 HY2152
 HY2152.The horizontal coordinates were scaled from a topographic map and have
 HY2152.an estimated accuracy of +/- 6 seconds.
 HY2152
 HY2152.The orthometric height was computed from unverified reset data.
 HY2152.No vertical observational check was made to the station.
 HY2152
 HY2152.The geoid height was determined by GEOID03.
 HY2152
 HY2152;                    North         East    Units  Estimated Accuracy
 HY2152;SPC KY1Z     - 1,231,780.    1,773,980.      MT  (+/- 180 meters Scaled)
 HY2152
 HY2152                          SUPERSEDED SURVEY CONTROL
 HY2152
 HY2152  NGVD 29 (10/08/05)  175.64   (m)          576.2    (f) RESET       3  
 HY2152
 HY2152.Superseded values are not recommended for survey control.
 HY2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2152.See file dsdata.txt to determine how the superseded data were derived.
 HY2152
 HY2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC590492(NAD 83)
 HY2152_MARKER: DB = BENCH MARK DISK
 HY2152_SETTING: 66 = SET IN ROCK OUTCROP
 HY2152_SP_SET: SET IN ROCK OUTCROP
 HY2152_STAMPING: I 64 L 141 RESET 1973
 HY2152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2152+STABILITY: POSITION/ELEVATION WELL
 HY2152
 HY2152  HISTORY     - Date     Condition        Report By
 HY2152  HISTORY     - 1973     MONUMENTED       KYHD
 HY2152
 HY2152                          STATION DESCRIPTION
 HY2152
 HY2152'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1973
 HY2152'1.9 MI SSW FROM CATLETTSBURG.
 HY2152'0.4 MILE WEST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE 64 AND
 HY2152'U.S. HIGHWAY 23 INTERCHANGE, WHICH IS ABOUT 1.75 MILES SOUTH OF
 HY2152'CATLETTSBURG, 209 FEET WEST OF A CONCRETE HEADWALL, 264 FEET WEST
 HY2152'OF WEST END OF A METAL GUARDRAIL, AND 54 FEET NORTH OF THE
 HY2152'APPROXIMATE CENTERLINE OF THE WESTBOUND LANES OF I-64, IN OUTCROPPING
 HY2152'BEDROCK ALONG THE NORTH SIDE OF I-64.
 HY2152'THE MARK IS 2.0 FT  NW FROM A WITNESS POST.
 HY2152'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1040 ***********************************************************************
 HY1040  DESIGNATION -  I64 L 142
 HY1040  PID         -  HY1040
 HY1040  STATE/COUNTY-  KY/BOYD
 HY1040  USGS QUAD   -  CATLETTSBURG (1985)
 HY1040
 HY1040                         *CURRENT SURVEY CONTROL
 HY1040  ___________________________________________________________________
 HY1040* NAD 83(1986)-  38 23 34.     (N)    082 35 59.     (W)     SCALED    
 HY1040* NAVD 88     -       169.449  (meters)     555.93   (feet)  ADJUSTED  
 HY1040  ___________________________________________________________________
 HY1040  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HY1040  DYNAMIC HT  -         169.334 (meters)     555.56  (feet)  COMP
 HY1040  MODELED GRAV-     979,950.9   (mgal)                       NAVD 88
 HY1040
 HY1040  VERT ORDER  -  SECOND    CLASS 0
 HY1040
 HY1040.The horizontal coordinates were scaled from a topographic map and have
 HY1040.an estimated accuracy of +/- 6 seconds.
 HY1040
 HY1040.The orthometric height was determined by differential leveling
 HY1040.and adjusted by the National Geodetic Survey in June 1991..
 HY1040
 HY1040.The geoid height was determined by GEOID03.
 HY1040
 HY1040.The dynamic height is computed by dividing the NAVD 88
 HY1040.geopotential number by the normal gravity value computed on the
 HY1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1040.degrees latitude (g = 980.6199 gals.).
 HY1040
 HY1040.The modeled gravity was interpolated from observed gravity values.
 HY1040
 HY1040;                    North         East    Units  Estimated Accuracy
 HY1040;SPC KY1Z     - 1,233,210.    1,775,150.      MT  (+/- 180 meters Scaled)
 HY1040
 HY1040                          SUPERSEDED SURVEY CONTROL
 HY1040
 HY1040  NGVD 29 (??/??/92)  169.631  (m)          556.53   (f) ADJ UNCH    2 0
 HY1040
 HY1040.Superseded values are not recommended for survey control.
 HY1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1040.See file dsdata.txt to determine how the superseded data were derived.
 HY1040
 HY1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC602506(NAD 83)
 HY1040_MARKER: DD = SURVEY DISK
 HY1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1040_STAMPING: I-64 L-142 1969
 HY1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1040+STABILITY: SURFACE MOTION
 HY1040
 HY1040  HISTORY     - Date     Condition        Report By
 HY1040  HISTORY     - 1969     MONUMENTED       PAS
 HY1040
 HY1040                          STATION DESCRIPTION
 HY1040
 HY1040'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1040'0.9 MI S FROM CATLETTSBURG.
 HY1040'ABOUT 0.8 MILE SOUTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 HY1040'34TH STREET IN CATLETTSBURG, THENCE ABOUT 0.15 MILE EAST ON
 HY1040'BLACK TOP ROAD TO MARK ON EAST SIDE OF THE CHESAPEAKE AND OHIO
 HY1040'RAILROAD.  IT IS ABOUT 80 FEET NORTHEAST OF CROSSING, 9.4 FEET
 HY1040'EAST OF THE EAST RAIL, 3 FEET NORTH OF STUD POLE AND 1.2 FEET
 HY1040'WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 HY1040'HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH
 HY1040'GROUND AND STAMPED I-64 L-142 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1653 ***********************************************************************
 HZ1653  DESIGNATION -  I64 L 15
 HZ1653  PID         -  HZ1653
 HZ1653  STATE/COUNTY-  KY/JEFFERSON
 HZ1653  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1653
 HZ1653                         *CURRENT SURVEY CONTROL
 HZ1653  ___________________________________________________________________
 HZ1653* NAD 83(1986)-  38 13 23.     (N)    085 31 26.     (W)     SCALED    
 HZ1653* NAVD 88     -       204.765  (meters)     671.80   (feet)  ADJUSTED  
 HZ1653  ___________________________________________________________________
 HZ1653  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1653  DYNAMIC HT  -         204.626 (meters)     671.34  (feet)  COMP
 HZ1653  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 HZ1653
 HZ1653  VERT ORDER  -  SECOND    CLASS 0
 HZ1653
 HZ1653.The horizontal coordinates were scaled from a topographic map and have
 HZ1653.an estimated accuracy of +/- 6 seconds.
 HZ1653
 HZ1653.The orthometric height was determined by differential leveling
 HZ1653.and adjusted by the National Geodetic Survey in June 1991..
 HZ1653
 HZ1653.The geoid height was determined by GEOID03.
 HZ1653
 HZ1653.The dynamic height is computed by dividing the NAVD 88
 HZ1653.geopotential number by the normal gravity value computed on the
 HZ1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1653.degrees latitude (g = 980.6199 gals.).
 HZ1653
 HZ1653.The modeled gravity was interpolated from observed gravity values.
 HZ1653
 HZ1653;                    North         East    Units  Estimated Accuracy
 HZ1653;SPC KY1Z     - 1,209,750.    1,519,800.      MT  (+/- 180 meters Scaled)
 HZ1653
 HZ1653                          SUPERSEDED SURVEY CONTROL
 HZ1653
 HZ1653  NGVD 29 (??/??/92)  204.917  (m)          672.30   (f) ADJ UNCH    2 0
 HZ1653
 HZ1653.Superseded values are not recommended for survey control.
 HZ1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1653.See file dsdata.txt to determine how the superseded data were derived.
 HZ1653
 HZ1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH292315(NAD 83)
 HZ1653_MARKER: DD = SURVEY DISK
 HZ1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1653_STAMPING: I-64 L-15 1966
 HZ1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1653+STABILITY: SURFACE MOTION
 HZ1653
 HZ1653  HISTORY     - Date     Condition        Report By
 HZ1653  HISTORY     - 1966     MONUMENTED       PAS
 HZ1653
 HZ1653                          STATION DESCRIPTION
 HZ1653
 HZ1653'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1653'1.5 MI SE FROM MIDDLETOWN.
 HZ1653'ABOUT 5.3 MILES EAST ALONG I-64 FROM THE WATTERSON EXPRESSWAY
 HZ1653'INTERCHANGE, AT MILE POST 17.5.  SET IN THE MEDIAN NEAR THE NORTH
 HZ1653'EDGE OF THE EAST BOUND LANE, 56 FEET SOUTHEAST OF WEST END OF
 HZ1653'CONCRETE DRAIN IN CENTER OF MEDIAN, 21 FEET NORTH OF CENTER OF
 HZ1653'EAST BOUND LANE OF I-64 AND 1.5 FEET NORTH OF WEST END OF 600
 HZ1653'FT. GUARD RAIL.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 HZ1653'DISK SET IN CONCRETE POST PROJECTING 1 INCH AND STAMPED I-64
 HZ1653'L-15 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1654 ***********************************************************************
 HZ1654  DESIGNATION -  I64 L 16
 HZ1654  PID         -  HZ1654
 HZ1654  STATE/COUNTY-  KY/JEFFERSON
 HZ1654  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1654
 HZ1654                         *CURRENT SURVEY CONTROL
 HZ1654  ___________________________________________________________________
 HZ1654* NAD 83(1986)-  38 13 22.     (N)    085 30 14.     (W)     SCALED    
 HZ1654* NAVD 88     -       216.079  (meters)     708.92   (feet)  ADJUSTED  
 HZ1654  ___________________________________________________________________
 HZ1654  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1654  DYNAMIC HT  -         215.933 (meters)     708.44  (feet)  COMP
 HZ1654  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 HZ1654
 HZ1654  VERT ORDER  -  SECOND    CLASS 0
 HZ1654
 HZ1654.The horizontal coordinates were scaled from a topographic map and have
 HZ1654.an estimated accuracy of +/- 6 seconds.
 HZ1654
 HZ1654.The orthometric height was determined by differential leveling
 HZ1654.and adjusted by the National Geodetic Survey in June 1991..
 HZ1654
 HZ1654.The geoid height was determined by GEOID03.
 HZ1654
 HZ1654.The dynamic height is computed by dividing the NAVD 88
 HZ1654.geopotential number by the normal gravity value computed on the
 HZ1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1654.degrees latitude (g = 980.6199 gals.).
 HZ1654
 HZ1654.The modeled gravity was interpolated from observed gravity values.
 HZ1654
 HZ1654;                    North         East    Units  Estimated Accuracy
 HZ1654;SPC KY1Z     - 1,209,730.    1,521,550.      MT  (+/- 180 meters Scaled)
 HZ1654
 HZ1654                          SUPERSEDED SURVEY CONTROL
 HZ1654
 HZ1654  NGVD 29 (??/??/92)  216.232  (m)          709.42   (f) ADJ UNCH    2 0
 HZ1654
 HZ1654.Superseded values are not recommended for survey control.
 HZ1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1654.See file dsdata.txt to determine how the superseded data were derived.
 HZ1654
 HZ1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH309315(NAD 83)
 HZ1654_MARKER: DB = BENCH MARK DISK
 HZ1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1654_STAMPING: I-64 L-16 1966
 HZ1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1654+STABILITY: SURFACE MOTION
 HZ1654
 HZ1654  HISTORY     - Date     Condition        Report By
 HZ1654  HISTORY     - 1966     MONUMENTED       PAS
 HZ1654
 HZ1654                          STATION DESCRIPTION
 HZ1654
 HZ1654'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1654'2.2 MI SE FROM MIDDLETOWN.
 HZ1654'ABOUT 6.4 MILES EAST ALONG I-64 FROM THE WATTERSN EXPRESSWAY
 HZ1654'INTERCHANGE, AT THE MIDDLETOWN-STATE HIGHWAY 841 INTERCHANGE,
 HZ1654'MILE POST 18.5.  SET IN THE GRASS AND WOODED PLOT OF GROUND
 HZ1654'SURROUNDED BY A CIRCULAR RAMP, 252 FEET EAST OF THE SOUTH END
 HZ1654'OF A 4 LANE CONCRETE OVERPASS, 87 FEET SOUTH OF CENTER OF EAST
 HZ1654'BOUND LANE OF I-64, 5.0 FEET NORTH OF 8 INCH OAK TREE AND 1.7
 HZ1654'FEET NORTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HZ1654'OF HIGHWAYS BENCH MARK DISK SET IN CONCRETE POST FLUSH WITH
 HZ1654'GROUND AND STAMPED I-64 L-16 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1247 ***********************************************************************
 HZ1247  DESIGNATION -  I64 L 17 RESET
 HZ1247  PID         -  HZ1247
 HZ1247  STATE/COUNTY-  KY/JEFFERSON
 HZ1247  USGS QUAD   -  FISHERVILLE (1993)
 HZ1247
 HZ1247                         *CURRENT SURVEY CONTROL
 HZ1247  ___________________________________________________________________
 HZ1247* NAD 83(1986)-  38 13 20.     (N)    085 28 58.     (W)     SCALED    
 HZ1247* NAVD 88     -       191.46   (meters)     628.1    (feet)  RESET     
 HZ1247  ___________________________________________________________________
 HZ1247  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1247
 HZ1247  VERT ORDER  -  THIRD
 HZ1247
 HZ1247.The horizontal coordinates were scaled from a topographic map and have
 HZ1247.an estimated accuracy of +/- 6 seconds.
 HZ1247
 HZ1247.The orthometric height was computed from unverified reset data.
 HZ1247.No vertical observational check was made to the station.
 HZ1247
 HZ1247.The geoid height was determined by GEOID03.
 HZ1247
 HZ1247;                    North         East    Units  Estimated Accuracy
 HZ1247;SPC KY1Z     - 1,209,670.    1,523,400.      MT  (+/- 180 meters Scaled)
 HZ1247
 HZ1247                          SUPERSEDED SURVEY CONTROL
 HZ1247
 HZ1247  NGVD 29 (10/08/05)  191.61   (m)          628.6    (f) RESET       3  
 HZ1247
 HZ1247.Superseded values are not recommended for survey control.
 HZ1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1247.See file dsdata.txt to determine how the superseded data were derived.
 HZ1247
 HZ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH328315(NAD 83)
 HZ1247_MARKER: DB = BENCH MARK DISK
 HZ1247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1247_SP_SET: ANCHOR POST CONCRETE BASE
 HZ1247_STAMPING: I64-L17 RESET 1971
 HZ1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1247
 HZ1247  HISTORY     - Date     Condition        Report By
 HZ1247  HISTORY     - 1971     MONUMENTED       NGS
 HZ1247
 HZ1247                          STATION DESCRIPTION
 HZ1247
 HZ1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HZ1247'1.6 MI SW FROM EASTWOOD.
 HZ1247'1.3 MILES EAST ALONG INTERSTATE ROUTE 64 FROM THE STATE ROUTE 841
 HZ1247'(JEFFERSON FREEWAY) INTERCHANGE, 0.6 OF A MILE EAST ALONG
 HZ1247'INTERSTATE ROUTE 64 FROM THE ENGLISH STATION ROAD GRADE SEPERATION
 HZ1247'OVERPASS, 219 FEET WEST OF THE SOUTH LEG OF A SIGN 841 JEFFERSON
 HZ1247'FREEWAY EXITS 1 MILE, 23 FEET NORTH OF THE CENTER OF THE WEST BOUND
 HZ1247'TRAFFIC LANES, 7.5 FEET EAST OF THE WEST END OF A GUARDRAIL,
 HZ1247'3.7 FEET EAST-SOUTHEAST OF THE WEST END OF A CONCRETE DRAIN, 1.3
 HZ1247'FEET SOUTH OF A METAL WITNESS POST AND SIGN, 1.0 FOOT NORTH OF THE
 HZ1247'GUARDRAIL, AND 0.5 OF A FOOT WEST OF A GUARDRAIL ANCHOR POST.
 HZ1247'A STANDARD C AND GS BENCH MARK DISK CEMENTED IN A DRILL HOLE IN
 HZ1247'THE WEST SIDE OF THE 18-INCH CONCRETE BASE OF A GUARDRAIL ANCHOR
 HZ1247'POST (MIDDLE 1 OF 3), AND THE DISK IS STAMPED I64-L17 RESET 1971.
 HZ1247'THIS MARK ESTABLISHED THROUGH T.B.M.S FORMERLY SET BY KENTUCKY
 HZ1247'HIGHWAY DEPARTMENT ENGINEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1248 ***********************************************************************
 HZ1248  DESIGNATION -  I64 L 18
 HZ1248  PID         -  HZ1248
 HZ1248  STATE/COUNTY-  KY/JEFFERSON
 HZ1248  USGS QUAD   -  FISHERVILLE (1993)
 HZ1248
 HZ1248                         *CURRENT SURVEY CONTROL
 HZ1248  ___________________________________________________________________
 HZ1248* NAD 83(1986)-  38 13 17.     (N)    085 27 36.     (W)     SCALED    
 HZ1248* NAVD 88     -       210.703  (meters)     691.28   (feet)  ADJUSTED  
 HZ1248  ___________________________________________________________________
 HZ1248  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HZ1248  DYNAMIC HT  -         210.559 (meters)     690.81  (feet)  COMP
 HZ1248  MODELED GRAV-     979,944.0   (mgal)                       NAVD 88
 HZ1248
 HZ1248  VERT ORDER  -  SECOND    CLASS 0
 HZ1248
 HZ1248.The horizontal coordinates were scaled from a topographic map and have
 HZ1248.an estimated accuracy of +/- 6 seconds.
 HZ1248
 HZ1248.The orthometric height was determined by differential leveling
 HZ1248.and adjusted by the National Geodetic Survey in June 1991..
 HZ1248
 HZ1248.The geoid height was determined by GEOID03.
 HZ1248
 HZ1248.The dynamic height is computed by dividing the NAVD 88
 HZ1248.geopotential number by the normal gravity value computed on the
 HZ1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1248.degrees latitude (g = 980.6199 gals.).
 HZ1248
 HZ1248.The modeled gravity was interpolated from observed gravity values.
 HZ1248
 HZ1248;                    North         East    Units  Estimated Accuracy
 HZ1248;SPC KY1Z     - 1,209,580.    1,525,390.      MT  (+/- 180 meters Scaled)
 HZ1248
 HZ1248                          SUPERSEDED SURVEY CONTROL
 HZ1248
 HZ1248  NGVD 29 (??/??/92)  210.856  (m)          691.78   (f) ADJ UNCH    2 0
 HZ1248
 HZ1248.Superseded values are not recommended for survey control.
 HZ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1248.See file dsdata.txt to determine how the superseded data were derived.
 HZ1248
 HZ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH348315(NAD 83)
 HZ1248_MARKER: DD = SURVEY DISK
 HZ1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1248_STAMPING: I-64 L-18 1966
 HZ1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1248+STABILITY: SURFACE MOTION
 HZ1248
 HZ1248  HISTORY     - Date     Condition        Report By
 HZ1248  HISTORY     - 1966     MONUMENTED       PAS
 HZ1248
 HZ1248                          STATION DESCRIPTION
 HZ1248
 HZ1248'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1248'0.9 MI S FROM EASTWOOD.
 HZ1248'ABOUT 2.4 MILES EAST ALONG I-64 FROM THE MIDDLETOWN-STATE HIGHWAY
 HZ1248'841 INTERCHANGE.  AT MILE POST 21.05.  SET NEAR THE NORTH RIGHT
 HZ1248'OF WAY FENCE, 137 FEET WEST OF THE NORTH END OF A 2 LANE CONCRETE
 HZ1248'OVERPASS OVER I-64 (GILLILAND ROAD), 104 FEET NORTH OF CENTER OF
 HZ1248'WEST BOUND LANE, 4 FEET SOUTH OF RIGHT OF WAY FENCE AND 3.6 FEET
 HZ1248'SOUTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HZ1248'OF HIGHWAYS BENCH MARK DISK SET IN CONCRETE POST FLUSH WITH
 HZ1248'GROUND AND STAMPED I-64 L-18 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1249 ***********************************************************************
 HZ1249  DESIGNATION -  I64 L 19
 HZ1249  PID         -  HZ1249
 HZ1249  STATE/COUNTY-  KY/JEFFERSON
 HZ1249  USGS QUAD   -  FISHERVILLE (1993)
 HZ1249
 HZ1249                         *CURRENT SURVEY CONTROL
 HZ1249  ___________________________________________________________________
 HZ1249* NAD 83(1986)-  38 13 09.     (N)    085 26 18.     (W)     SCALED    
 HZ1249* NAVD 88     -       208.432  (meters)     683.83   (feet)  ADJUSTED  
 HZ1249  ___________________________________________________________________
 HZ1249  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HZ1249  DYNAMIC HT  -         208.289 (meters)     683.36  (feet)  COMP
 HZ1249  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 HZ1249
 HZ1249  VERT ORDER  -  SECOND    CLASS 0
 HZ1249
 HZ1249.The horizontal coordinates were scaled from a topographic map and have
 HZ1249.an estimated accuracy of +/- 6 seconds.
 HZ1249
 HZ1249.The orthometric height was determined by differential leveling
 HZ1249.and adjusted by the National Geodetic Survey in June 1991..
 HZ1249
 HZ1249.The geoid height was determined by GEOID03.
 HZ1249
 HZ1249.The dynamic height is computed by dividing the NAVD 88
 HZ1249.geopotential number by the normal gravity value computed on the
 HZ1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1249.degrees latitude (g = 980.6199 gals.).
 HZ1249
 HZ1249.The modeled gravity was interpolated from observed gravity values.
 HZ1249
 HZ1249;                    North         East    Units  Estimated Accuracy
 HZ1249;SPC KY1Z     - 1,209,340.    1,527,290.      MT  (+/- 180 meters Scaled)
 HZ1249
 HZ1249                          SUPERSEDED SURVEY CONTROL
 HZ1249
 HZ1249  NGVD 29 (??/??/92)  208.584  (m)          684.33   (f) ADJ UNCH    2 0
 HZ1249
 HZ1249.Superseded values are not recommended for survey control.
 HZ1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1249.See file dsdata.txt to determine how the superseded data were derived.
 HZ1249
 HZ1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH367312(NAD 83)
 HZ1249_MARKER: DD = SURVEY DISK
 HZ1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1249_STAMPING: I-64 L-19 1966
 HZ1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1249+STABILITY: SURFACE MOTION
 HZ1249
 HZ1249  HISTORY     - Date     Condition        Report By
 HZ1249  HISTORY     - 1966     MONUMENTED       PAS
 HZ1249
 HZ1249                          STATION DESCRIPTION
 HZ1249
 HZ1249'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1249'1.3 MI SE FROM EASTWOOD.
 HZ1249'ABOUT 3.5 MILES EAST ALONG I-64 FROM THE MIDDLETOWN-STATE HIGHWAY
 HZ1249'841 INTERCHANGE.  AT MILE POST 22.1 ALONG THE SOUTH RIGHT OF WAY
 HZ1249'FENCE, 120 FEET EAST OF METAL FENCE POST WITH 2 BRACE BARS, 104
 HZ1249'FEET SOUTH OF CENTER OF EAST BOUND LAND, 3.4 FEET NORTH OF RIGHT
 HZ1249'OF WAY FENCE AND 2.4 FEET NORTH OF METAL WITNESS POST AND SIGN.
 HZ1249'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN CONCRETE
 HZ1249'POST FLUSH WITH GROUND AND STAMPED I-64 L-19 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1250 ***********************************************************************
 HZ1250  DESIGNATION -  I64 L 20
 HZ1250  PID         -  HZ1250
 HZ1250  STATE/COUNTY-  KY/JEFFERSON
 HZ1250  USGS QUAD   -  FISHERVILLE (1993)
 HZ1250
 HZ1250                         *CURRENT SURVEY CONTROL
 HZ1250  ___________________________________________________________________
 HZ1250* NAD 83(1986)-  38 13 03.     (N)    085 25 01.     (W)     SCALED    
 HZ1250* NAVD 88     -       232.439  (meters)     762.59   (feet)  ADJUSTED  
 HZ1250  ___________________________________________________________________
 HZ1250  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1250  DYNAMIC HT  -         232.279 (meters)     762.07  (feet)  COMP
 HZ1250  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 HZ1250
 HZ1250  VERT ORDER  -  SECOND    CLASS 0
 HZ1250
 HZ1250.The horizontal coordinates were scaled from a topographic map and have
 HZ1250.an estimated accuracy of +/- 6 seconds.
 HZ1250
 HZ1250.The orthometric height was determined by differential leveling
 HZ1250.and adjusted by the National Geodetic Survey in June 1991..
 HZ1250
 HZ1250.The geoid height was determined by GEOID03.
 HZ1250
 HZ1250.The dynamic height is computed by dividing the NAVD 88
 HZ1250.geopotential number by the normal gravity value computed on the
 HZ1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1250.degrees latitude (g = 980.6199 gals.).
 HZ1250
 HZ1250.The modeled gravity was interpolated from observed gravity values.
 HZ1250
 HZ1250;                    North         East    Units  Estimated Accuracy
 HZ1250;SPC KY1Z     - 1,209,160.    1,529,160.      MT  (+/- 180 meters Scaled)
 HZ1250
 HZ1250                          SUPERSEDED SURVEY CONTROL
 HZ1250
 HZ1250  NGVD 29 (??/??/92)  232.592  (m)          763.10   (f) ADJ UNCH    2 0
 HZ1250
 HZ1250.Superseded values are not recommended for survey control.
 HZ1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1250.See file dsdata.txt to determine how the superseded data were derived.
 HZ1250
 HZ1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH385311(NAD 83)
 HZ1250_MARKER: DD = SURVEY DISK
 HZ1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1250_STAMPING: I-64 L-20 1966
 HZ1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1250+STABILITY: SURFACE MOTION
 HZ1250
 HZ1250  HISTORY     - Date     Condition        Report By
 HZ1250  HISTORY     - 1966     MONUMENTED       PAS
 HZ1250
 HZ1250                          STATION DESCRIPTION
 HZ1250
 HZ1250'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1250'2.4 MI SE FROM EASTWOOD.
 HZ1250'ABOUT 4.7 MILES EAST ALONG I-64 FROM THE MIDDLETOWN-STATE HIGHWAY
 HZ1250'841 INTERCHANGE.  AT MILE POST 23.3, NEAR THE SOUTH RIGHT OF WAY
 HZ1250'FENCE, 368 FEET WEST OF THE SOUTH END OF 2 LANE CONCRETE OVERPASS
 HZ1250'OVER I-64 (CLARKS STATION ROAD), 120 FEET EAST OF METAL FENCE POST
 HZ1250'WITH 2 BRACE BARS, 104 FEET SOUTH OF CENTER OF EAST BOUND LANE,
 HZ1250'2.7 FEET NORTH OF RIGHT OF WAY FENCE AND 1.7 FEET NORTH OF METAL
 HZ1250'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ1250'MARK DISK SET FLUSH WITH GROUND AND STAMPED I-64 L-20 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1254 ***********************************************************************
 HZ1254  FBN         -  This is a Federal Base Network Control Station.
 HZ1254  DESIGNATION -  I64 L 21
 HZ1254  PID         -  HZ1254
 HZ1254  STATE/COUNTY-  KY/SHELBY
 HZ1254  USGS QUAD   -  FISHERVILLE (1993)
 HZ1254
 HZ1254                         *CURRENT SURVEY CONTROL
 HZ1254  ___________________________________________________________________
 HZ1254* NAD 83(1993)-  38 12 56.61023(N)    085 23 38.08632(W)     ADJUSTED  
 HZ1254* NAVD 88     -       228.317  (meters)     749.07   (feet)  ADJUSTED  
 HZ1254  ___________________________________________________________________
 HZ1254  X           -     402,953.929 (meters)                     COMP
 HZ1254  Y           -  -5,001,599.141 (meters)                     COMP
 HZ1254  Z           -   3,924,405.811 (meters)                     COMP
 HZ1254  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 HZ1254  ELLIP HEIGHT-         194.94  (meters)          (11/03/04) GPS OBS
 HZ1254  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ1254  DYNAMIC HT  -         228.159 (meters)     748.55  (feet)  COMP
 HZ1254  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 HZ1254
 HZ1254  HORZ ORDER  -  B
 HZ1254  VERT ORDER  -  SECOND    CLASS 0
 HZ1254  ELLP ORDER  -  THIRD     CLASS I
 HZ1254
 HZ1254.The horizontal coordinates were established by GPS observations
 HZ1254.and adjusted by the National Geodetic Survey in September 1994..
 HZ1254
 HZ1254.The orthometric height was determined by differential leveling
 HZ1254.and adjusted by the National Geodetic Survey in June 1991..
 HZ1254
 HZ1254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1254
 HZ1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1254
 HZ1254.The ellipsoidal height was determined by GPS observations
 HZ1254.and is referenced to NAD 83.
 HZ1254
 HZ1254.The geoid height was determined by GEOID03.
 HZ1254
 HZ1254.The dynamic height is computed by dividing the NAVD 88
 HZ1254.geopotential number by the normal gravity value computed on the
 HZ1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1254.degrees latitude (g = 980.6199 gals.).
 HZ1254
 HZ1254.The modeled gravity was interpolated from observed gravity values.
 HZ1254
 HZ1254;                    North         East     Units Scale Factor Converg.
 HZ1254;SPC KY1Z     - 1,208,973.506 1,531,181.673   MT  0.99992243   +0 13 07.0
 HZ1254;SPC KY1Z     - 3,966,440.58  5,023,551.87   sFT  0.99992243   +0 13 07.0
 HZ1254;SPC KY N     -    80,065.056   399,827.767   MT  0.99997166   -0 42 41.7
 HZ1254;SPC KY N     -   262,680.10  1,311,768.27   sFT  0.99997166   -0 42 41.7
 HZ1254;UTM  16      - 4,230,969.858   640,600.452   MT  0.99984346   +0 59 37.4
 HZ1254
 HZ1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1254!SPC KY1Z     -   0.99996941  x   0.99992243  =   0.99989185
 HZ1254!SPC KY N     -   0.99996941  x   0.99997166  =   0.99994107
 HZ1254!UTM  16      -   0.99996941  x   0.99984346  =   0.99981288
 HZ1254
 HZ1254                          SUPERSEDED SURVEY CONTROL
 HZ1254
 HZ1254  ELLIP H (09/07/94)  194.96   (m)                       GP(       ) 4 1
 HZ1254  NAD 83(1986)-  38 12 56.61411(N)    085 23 38.08070(W) AD(       ) 2
 HZ1254  NAD 27      -  38 12 56.34350(N)    085 23 38.24436(W) AD(       ) 2
 HZ1254  NAVD 88 (09/07/94)  228.32   (m)          749.1    (f) LEVELING    3  
 HZ1254  NGVD 29 (??/??/92)  228.469  (m)          749.57   (f) ADJ UNCH    2 0
 HZ1254
 HZ1254.Superseded values are not recommended for survey control.
 HZ1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1254.See file dsdata.txt to determine how the superseded data were derived.
 HZ1254
 HZ1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4060030970(NAD 83)
 HZ1254_MARKER: DD = SURVEY DISK
 HZ1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1254_SP_SET: CONCRETE POST
 HZ1254_STAMPING: I-64 L-21 1966
 HZ1254_MARK LOGO: KYHD  
 HZ1254_PROJECTION: FLUSH
 HZ1254_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1254+STABILITY: SURFACE MOTION
 HZ1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1254+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 HZ1254
 HZ1254  HISTORY     - Date     Condition        Report By
 HZ1254  HISTORY     - 1966     MONUMENTED       KYHD
 HZ1254  HISTORY     - 1966     GOOD             PAS
 HZ1254  HISTORY     - 19931028 GOOD             NGS
 HZ1254  HISTORY     - 19940105 GOOD
 HZ1254  HISTORY     - 20010910 GOOD             KYDT
 HZ1254  HISTORY     - 20030112 GOOD             WOOLPT
 HZ1254  HISTORY     - 20030716 GOOD             KYTC
 HZ1254
 HZ1254                          STATION DESCRIPTION
 HZ1254
 HZ1254'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ1254'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF SIMPSONVILLE, NEAR
 HZ1254'THE SOUTH R/W FENCE OF INTERSTATE ROUTE 64.  IT IS ABOUT 117 FEET
 HZ1254'WEST OF A TWO WIRE POWER LINE CROSSING INTERSTATE 64, 2-1/2 FEET
 HZ1254'NORTH OF SOUTH R/W FENCE AND 2.1 FEET NORTH OF METAL WITNESS POST
 HZ1254'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HZ1254'TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I 64 L-21 1966.
 HZ1254'
 HZ1254'TO REACH THE STATION FROM THE SIMPSONVILLE INTERCHANGE, GO WEST ON
 HZ1254'INTERSTATE ROUTE 64 FOR 2.5 MILES TO STATION ON LEFT AS DESCRIBED.
 HZ1254'
 HZ1254'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 HZ1254
 HZ1254                          STATION RECOVERY (1966)
 HZ1254
 HZ1254'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1254'2.1 MI SW FROM SIMPSONVILLE.
 HZ1254'ABOUT 2.5 MILES WEST ALONG I-64 FROM THE SIMPSONVILLE INTERCHANGE,
 HZ1254'AT MILE POST 24.65, NEAR THE SOUTH RIGHT OF WAY FENCE, 117 FEET
 HZ1254'WEST OF A 2 WIRE POWER LINE CROSSING I-64, 33.5 FEET WEST OF METAL
 HZ1254'FENCE POST WITH BRACE BARS, 2.5 FEET NORTH OF RIGHT OF WAY FENCE
 HZ1254'AND 2.1 FEET NORTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HZ1254'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN CONCRETE POST
 HZ1254'AND STAMPED I-64 L-21 1966.
 HZ1254
 HZ1254                          STATION RECOVERY (1993)
 HZ1254
 HZ1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HZ1254'THE STATION IS LOCATED ABOUT 30.0 KM (18.65 MI) EAST OF LOIUSVILLE,
 HZ1254'15.0 KM (9.30 MI) WEST OF SHELBYVILLE, 4.0 KM (2.50 MI) WEST OF
 HZ1254'SIMPSONVILLE AND ALONG THE SOUTH SIDE OF INTERSTATE 64 HIGHWAY.
 HZ1254'OWNERSHIP--HIGHWAY RIGHT AWAY.
 HZ1254'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 64 (EXIT 28) IN
 HZ1254'SIMPSONVILLE, GO WEST ON INTERSTATE 64 FOR 2.5 MI (4.0 KM) TO A
 HZ1254'UTILITY LINE CROSSING THE INTERSTATE AND THE STATION ON THE LEFT.
 HZ1254'LOCATED 35.7 M (117.1 FT) WEST FROM TELEPHONE POLE WITH WIRES ACROSS
 HZ1254'THE INTERSTATE, 28.2 M (92.5 FT) SOUTHWEST FROM MILE POST 25, 1.0 M
 HZ1254'(3.3 FT) WEST FROM A WITNESS POST AND 0.9 M (3.0 FT) NORTH FROM A
 HZ1254'FENCE LINE.
 HZ1254
 HZ1254                          STATION RECOVERY (1994)
 HZ1254
 HZ1254'RECOVERED 1994
 HZ1254'RECOVERED IN GOOD CONDITION.
 HZ1254
 HZ1254                          STATION RECOVERY (2001)
 HZ1254
 HZ1254'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (GC)
 HZ1254'RECOVERED IN GOOD CONDITION.
 HZ1254
 HZ1254                          STATION RECOVERY (2003)
 HZ1254
 HZ1254'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HZ1254'RECOVERED AS DESCRIBED WITH THESE ADDITIONS...
 HZ1254' 
 HZ1254'STATION IS 105.0 FT S OF CL OF I-64 EAST-BOUND, 2.8 FT N OF R/W FENCE.
 HZ1254
 HZ1254                          STATION RECOVERY (2003)
 HZ1254
 HZ1254'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2003 (PS)
 HZ1254'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1255 ***********************************************************************
 HZ1255  DESIGNATION -  I64 L 22
 HZ1255  PID         -  HZ1255
 HZ1255  STATE/COUNTY-  KY/SHELBY
 HZ1255  USGS QUAD   -  FISHERVILLE (1993)
 HZ1255
 HZ1255                         *CURRENT SURVEY CONTROL
 HZ1255  ___________________________________________________________________
 HZ1255* NAD 83(1986)-  38 12 44.     (N)    085 22 31.     (W)     SCALED    
 HZ1255* NAVD 88     -       226.007  (meters)     741.49   (feet)  ADJUSTED  
 HZ1255  ___________________________________________________________________
 HZ1255  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HZ1255  DYNAMIC HT  -         225.850 (meters)     740.98  (feet)  COMP
 HZ1255  MODELED GRAV-     979,928.1   (mgal)                       NAVD 88
 HZ1255
 HZ1255  VERT ORDER  -  SECOND    CLASS 0
 HZ1255
 HZ1255.The horizontal coordinates were scaled from a topographic map and have
 HZ1255.an estimated accuracy of +/- 6 seconds.
 HZ1255
 HZ1255.The orthometric height was determined by differential leveling
 HZ1255.and adjusted by the National Geodetic Survey in June 1991..
 HZ1255
 HZ1255.The geoid height was determined by GEOID03.
 HZ1255
 HZ1255.The dynamic height is computed by dividing the NAVD 88
 HZ1255.geopotential number by the normal gravity value computed on the
 HZ1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1255.degrees latitude (g = 980.6199 gals.).
 HZ1255
 HZ1255.The modeled gravity was interpolated from observed gravity values.
 HZ1255
 HZ1255;                    North         East    Units  Estimated Accuracy
 HZ1255;SPC KY1Z     - 1,208,590.    1,532,820.      MT  (+/- 180 meters Scaled)
 HZ1255
 HZ1255                          SUPERSEDED SURVEY CONTROL
 HZ1255
 HZ1255  NGVD 29 (??/??/92)  226.159  (m)          741.99   (f) ADJ UNCH    2 0
 HZ1255
 HZ1255.Superseded values are not recommended for survey control.
 HZ1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1255.See file dsdata.txt to determine how the superseded data were derived.
 HZ1255
 HZ1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH422306(NAD 83)
 HZ1255_MARKER: DD = SURVEY DISK
 HZ1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1255_STAMPING: I-64 L-22 1966
 HZ1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1255+STABILITY: SURFACE MOTION
 HZ1255
 HZ1255  HISTORY     - Date     Condition        Report By
 HZ1255  HISTORY     - 1966     MONUMENTED       PAS
 HZ1255
 HZ1255                          STATION DESCRIPTION
 HZ1255
 HZ1255'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1255'1.2 MI SW FROM SIMPSONVILLE.
 HZ1255'ABOUT 1.5 MILES WEST ALONG I-64 FROM THE SIMPSONVILLE INTERCHANGE
 HZ1255'TO MILE POST 25.65, NEAR THE SOUTH RIGHT OF WAY FENCE, 160 FEET
 HZ1255'WEST OF 4 WIRE POWER LINE CROSSING I-64, 3.0 FEET NORTH OF RIGHT
 HZ1255'OF WAY FENCE AND 2.3 FEET NORTH OF METAL WITNESS POST AND SIGN.
 HZ1255'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN CONCRETE
 HZ1255'POST FLUSH WITH GROUND AND STAMPED I-64 L-22 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1258 ***********************************************************************
 HZ1258  DESIGNATION -  I64 L 23
 HZ1258  PID         -  HZ1258
 HZ1258  STATE/COUNTY-  KY/SHELBY
 HZ1258  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1258
 HZ1258                         *CURRENT SURVEY CONTROL
 HZ1258  ___________________________________________________________________
 HZ1258* NAD 83(1986)-  38 12 31.     (N)    085 21 13.     (W)     SCALED    
 HZ1258* NAVD 88     -       248.980  (meters)     816.86   (feet)  ADJUSTED  
 HZ1258  ___________________________________________________________________
 HZ1258  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HZ1258  DYNAMIC HT  -         248.806 (meters)     816.29  (feet)  COMP
 HZ1258  MODELED GRAV-     979,924.5   (mgal)                       NAVD 88
 HZ1258
 HZ1258  VERT ORDER  -  SECOND    CLASS 0
 HZ1258
 HZ1258.The horizontal coordinates were scaled from a topographic map and have
 HZ1258.an estimated accuracy of +/- 6 seconds.
 HZ1258
 HZ1258.The orthometric height was determined by differential leveling
 HZ1258.and adjusted by the National Geodetic Survey in June 1991..
 HZ1258
 HZ1258.The geoid height was determined by GEOID03.
 HZ1258
 HZ1258.The dynamic height is computed by dividing the NAVD 88
 HZ1258.geopotential number by the normal gravity value computed on the
 HZ1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1258.degrees latitude (g = 980.6199 gals.).
 HZ1258
 HZ1258.The modeled gravity was interpolated from observed gravity values.
 HZ1258
 HZ1258;                    North         East    Units  Estimated Accuracy
 HZ1258;SPC KY1Z     - 1,208,200.    1,534,710.      MT  (+/- 180 meters Scaled)
 HZ1258
 HZ1258                          SUPERSEDED SURVEY CONTROL
 HZ1258
 HZ1258  NGVD 29 (??/??/92)  249.131  (m)          817.36   (f) ADJ UNCH    2 0
 HZ1258
 HZ1258.Superseded values are not recommended for survey control.
 HZ1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1258.See file dsdata.txt to determine how the superseded data were derived.
 HZ1258
 HZ1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH441302(NAD 83)
 HZ1258_MARKER: DD = SURVEY DISK
 HZ1258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1258_SP_SET: BRIDGE
 HZ1258_STAMPING: I-64 L-23 1966
 HZ1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1258
 HZ1258  HISTORY     - Date     Condition        Report By
 HZ1258  HISTORY     - 1966     MONUMENTED       PAS
 HZ1258  HISTORY     - 1970     GOOD             NGS
 HZ1258
 HZ1258                          STATION DESCRIPTION
 HZ1258
 HZ1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HZ1258'0.9 MI S FROM SIMPSONVILLE.
 HZ1258'IT IS AT THE I-64 T-12 (KY. HD) 1966 TRAVERSE STATION SITE, 63.55
 HZ1258'FEET SOUTH-SOUTHEAST OF I-64 T-12 1966, 40.19 FEET SOUTH OF I-64
 HZ1258'T-12 R.M. NO. 1, 18.5 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 HZ1258'EAST BOUND TRAFFIC LANES, 3.3 FEET SOUTHEAST OF THE EAST END OF A
 HZ1258'METAL GUARDRAIL, AND 2.6 FEET NORTHEAST OF THE SOUTHWEST END OF
 HZ1258'THE CONCRETE OVERPASS.  IT IS A STANDARD KENTUCKY DEPARTMENT
 HZ1258'OF HIGHWAYS BENCH MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP
 HZ1258'OF THE SOUTH BRIDGE CURBING OF THE EAST BOUND OVERPASS AND THE
 HZ1258'DISK IS STAMPED I-64 L-23 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1260 ***********************************************************************
 HZ1260  DESIGNATION -  I64 L 24
 HZ1260  PID         -  HZ1260
 HZ1260  STATE/COUNTY-  KY/SHELBY
 HZ1260  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1260
 HZ1260                         *CURRENT SURVEY CONTROL
 HZ1260  ___________________________________________________________________
 HZ1260* NAD 83(1986)-  38 12 17.     (N)    085 19 53.     (W)     SCALED    
 HZ1260* NAVD 88     -       234.661  (meters)     769.88   (feet)  ADJUSTED  
 HZ1260  ___________________________________________________________________
 HZ1260  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HZ1260  DYNAMIC HT  -         234.497 (meters)     769.35  (feet)  COMP
 HZ1260  MODELED GRAV-     979,921.9   (mgal)                       NAVD 88
 HZ1260
 HZ1260  VERT ORDER  -  SECOND    CLASS 0
 HZ1260
 HZ1260.The horizontal coordinates were scaled from a topographic map and have
 HZ1260.an estimated accuracy of +/- 6 seconds.
 HZ1260
 HZ1260.The orthometric height was determined by differential leveling
 HZ1260.and adjusted by the National Geodetic Survey in June 1991..
 HZ1260
 HZ1260.The geoid height was determined by GEOID03.
 HZ1260
 HZ1260.The dynamic height is computed by dividing the NAVD 88
 HZ1260.geopotential number by the normal gravity value computed on the
 HZ1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1260.degrees latitude (g = 980.6199 gals.).
 HZ1260
 HZ1260.The modeled gravity was interpolated from observed gravity values.
 HZ1260
 HZ1260;                    North         East    Units  Estimated Accuracy
 HZ1260;SPC KY1Z     - 1,207,780.    1,536,660.      MT  (+/- 180 meters Scaled)
 HZ1260
 HZ1260                          SUPERSEDED SURVEY CONTROL
 HZ1260
 HZ1260  NGVD 29 (??/??/92)  234.813  (m)          770.38   (f) ADJ UNCH    2 0
 HZ1260
 HZ1260.Superseded values are not recommended for survey control.
 HZ1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1260.See file dsdata.txt to determine how the superseded data were derived.
 HZ1260
 HZ1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH460298(NAD 83)
 HZ1260_MARKER: DD = SURVEY DISK
 HZ1260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1260_SP_SET: SIGN CONCRETE BASE
 HZ1260_STAMPING: I-64 L-24 1966
 HZ1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1260
 HZ1260  HISTORY     - Date     Condition        Report By
 HZ1260  HISTORY     - 1966     MONUMENTED       PAS
 HZ1260
 HZ1260                          STATION DESCRIPTION
 HZ1260
 HZ1260'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1260'1.7 MI SE FROM SIMPSONVILLE.
 HZ1260'ABOUT 0.95 MILE EAST OF THE I-64-SIMPSONVILLE INTERCHANGE TO A
 HZ1260'SIGN WHICH SAYS SHELBYVILLE 9 - FRANKFORT 29 AND THE MARK IS SET
 HZ1260'AT THE BASE OF THE NORTH LEG, 26 FEET SOUTH OF THE CENTER OF EAST
 HZ1260'BOUND LANE, 8 FEET SOUTHWEST OF EAST END OF 500 FT. METAL GUARD
 HZ1260'RAIL AND 0.8 FOOT NORTH OF THE NORTH LEG OF SIGN STRUCTURE.  A
 HZ1260'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN A DRILL HOLE
 HZ1260'IN CONCRETE BASE FOR SIGN AND STAMPED I-64 L-24 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1261 ***********************************************************************
 HZ1261  DESIGNATION -  I64 L 25
 HZ1261  PID         -  HZ1261
 HZ1261  STATE/COUNTY-  KY/SHELBY
 HZ1261  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1261
 HZ1261                         *CURRENT SURVEY CONTROL
 HZ1261  ___________________________________________________________________
 HZ1261* NAD 83(1986)-  38 12 08.     (N)    085 18 58.     (W)     SCALED    
 HZ1261* NAVD 88     -       212.271  (meters)     696.43   (feet)  ADJUSTED  
 HZ1261  ___________________________________________________________________
 HZ1261  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HZ1261  DYNAMIC HT  -         212.121 (meters)     695.93  (feet)  COMP
 HZ1261  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 HZ1261
 HZ1261  VERT ORDER  -  SECOND    CLASS 0
 HZ1261
 HZ1261.The horizontal coordinates were scaled from a topographic map and have
 HZ1261.an estimated accuracy of +/- 6 seconds.
 HZ1261
 HZ1261.The orthometric height was determined by differential leveling
 HZ1261.and adjusted by the National Geodetic Survey in June 1991..
 HZ1261
 HZ1261.The geoid height was determined by GEOID03.
 HZ1261
 HZ1261.The dynamic height is computed by dividing the NAVD 88
 HZ1261.geopotential number by the normal gravity value computed on the
 HZ1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1261.degrees latitude (g = 980.6199 gals.).
 HZ1261
 HZ1261.The modeled gravity was interpolated from observed gravity values.
 HZ1261
 HZ1261;                    North         East    Units  Estimated Accuracy
 HZ1261;SPC KY1Z     - 1,207,500.    1,538,000.      MT  (+/- 180 meters Scaled)
 HZ1261
 HZ1261                          SUPERSEDED SURVEY CONTROL
 HZ1261
 HZ1261  NGVD 29 (??/??/92)  212.422  (m)          696.92   (f) ADJ UNCH    2 0
 HZ1261
 HZ1261.Superseded values are not recommended for survey control.
 HZ1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1261.See file dsdata.txt to determine how the superseded data were derived.
 HZ1261
 HZ1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH474295(NAD 83)
 HZ1261_MARKER: DD = SURVEY DISK
 HZ1261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1261_SP_SET: CURB
 HZ1261_STAMPING: I-64 L-25 1966
 HZ1261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1261
 HZ1261  HISTORY     - Date     Condition        Report By
 HZ1261  HISTORY     - 1966     MONUMENTED       PAS
 HZ1261
 HZ1261                          STATION DESCRIPTION
 HZ1261
 HZ1261'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1261'2.5 MI SE FROM SIMPSONVILLE.
 HZ1261'ABOUT 1.7 MILES EAST OF THE I-64-SIMPSONVILLE INTERCHANGE TO A
 HZ1261'4 LANE CONCRETE BRIDGE OVER BULLSKIN CREEK AND THE MARK AT
 HZ1261'THE SOUTHEAST CORNER OF EAST BOUND BRIDGE, AT MILE POST 29.0, 68
 HZ1261'FEET WEST OF MILE POST 29 IN EAST BOUND LANE, 18 FEET SOUTH OF
 HZ1261'CENTER OF EAST BOUND LANE AND 3.5 FEET NORTHWEST OF SOUTHEAST
 HZ1261'END OF CONCRETE CURB.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ1261'MARK DISK SET IN A DRILL HOLE IN CONCRETE CURB OF BRIDGE AND STAMPED
 HZ1261'I-64 L-25 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1262 ***********************************************************************
 HZ1262  DESIGNATION -  I64 L 26
 HZ1262  PID         -  HZ1262
 HZ1262  STATE/COUNTY-  KY/SHELBY
 HZ1262  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1262
 HZ1262                         *CURRENT SURVEY CONTROL
 HZ1262  ___________________________________________________________________
 HZ1262* NAD 83(1986)-  38 11 57.     (N)    085 17 51.     (W)     SCALED    
 HZ1262* NAVD 88     -       225.519  (meters)     739.89   (feet)  ADJUSTED  
 HZ1262  ___________________________________________________________________
 HZ1262  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ1262  DYNAMIC HT  -         225.360 (meters)     739.37  (feet)  COMP
 HZ1262  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 HZ1262
 HZ1262  VERT ORDER  -  SECOND    CLASS 0
 HZ1262
 HZ1262.The horizontal coordinates were scaled from a topographic map and have
 HZ1262.an estimated accuracy of +/- 6 seconds.
 HZ1262
 HZ1262.The orthometric height was determined by differential leveling
 HZ1262.and adjusted by the National Geodetic Survey in June 1991..
 HZ1262
 HZ1262.The geoid height was determined by GEOID03.
 HZ1262
 HZ1262.The dynamic height is computed by dividing the NAVD 88
 HZ1262.geopotential number by the normal gravity value computed on the
 HZ1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1262.degrees latitude (g = 980.6199 gals.).
 HZ1262
 HZ1262.The modeled gravity was interpolated from observed gravity values.
 HZ1262
 HZ1262;                    North         East    Units  Estimated Accuracy
 HZ1262;SPC KY1Z     - 1,207,170.    1,539,630.      MT  (+/- 180 meters Scaled)
 HZ1262
 HZ1262                          SUPERSEDED SURVEY CONTROL
 HZ1262
 HZ1262  NGVD 29 (??/??/92)  225.670  (m)          740.39   (f) ADJ UNCH    2 0
 HZ1262
 HZ1262.Superseded values are not recommended for survey control.
 HZ1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1262.See file dsdata.txt to determine how the superseded data were derived.
 HZ1262
 HZ1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH490292(NAD 83)
 HZ1262_MARKER: DD = SURVEY DISK
 HZ1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1262_STAMPING: I-64 L-26 1966
 HZ1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1262+STABILITY: SURFACE MOTION
 HZ1262
 HZ1262  HISTORY     - Date     Condition        Report By
 HZ1262  HISTORY     - 1966     MONUMENTED       PAS
 HZ1262
 HZ1262                          STATION DESCRIPTION
 HZ1262
 HZ1262'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1262'3.5 MI SE FROM SIMPSONVILLE.
 HZ1262'ABOUT 1.5 MILES WEST OF THE I-64-SHELBYVILLE-TAYLORSVILLE INTERCHANGE
 HZ1262'ABOUT 2.7 MILES EAST OF THE I-64-SIMPSONVILLE INTERCHANGE, AT MILE
 HZ1262'POST 30 AND NEAR THE SOUTH RIGHT OF WAY, 131 FEET SOUTHEAST OF MILE
 HZ1262'POST 30 IN EAST BOUND LANE, 104 FEET SOUTH OF CENTER OF EAST
 HZ1262'BOUND LANE, 135 FEET WEST OF METAL FENCE POST WITH 2 BRACE BARS,
 HZ1262'2.7 FEET NORTH OF RIGHT OF WAY FENCE AND 2.0 FEET NORTH OF METAL
 HZ1262'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ1262'MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND
 HZ1262'STAMPED I-64 L-26 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1267 ***********************************************************************
 HZ1267  DESIGNATION -  I64 L 27
 HZ1267  PID         -  HZ1267
 HZ1267  STATE/COUNTY-  KY/SHELBY
 HZ1267  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1267
 HZ1267                         *CURRENT SURVEY CONTROL
 HZ1267  ___________________________________________________________________
 HZ1267* NAD 83(1986)-  38 11 39.     (N)    085 16 46.     (W)     SCALED    
 HZ1267* NAVD 88     -       239.517  (meters)     785.82   (feet)  ADJUSTED  
 HZ1267  ___________________________________________________________________
 HZ1267  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ1267  DYNAMIC HT  -         239.348 (meters)     785.26  (feet)  COMP
 HZ1267  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 HZ1267
 HZ1267  VERT ORDER  -  SECOND    CLASS 0
 HZ1267
 HZ1267.The horizontal coordinates were scaled from a topographic map and have
 HZ1267.an estimated accuracy of +/- 6 seconds.
 HZ1267
 HZ1267.The orthometric height was determined by differential leveling
 HZ1267.and adjusted by the National Geodetic Survey in June 1991..
 HZ1267
 HZ1267.The geoid height was determined by GEOID03.
 HZ1267
 HZ1267.The dynamic height is computed by dividing the NAVD 88
 HZ1267.geopotential number by the normal gravity value computed on the
 HZ1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1267.degrees latitude (g = 980.6199 gals.).
 HZ1267
 HZ1267.The modeled gravity was interpolated from observed gravity values.
 HZ1267
 HZ1267;                    North         East    Units  Estimated Accuracy
 HZ1267;SPC KY1Z     - 1,206,630.    1,541,220.      MT  (+/- 180 meters Scaled)
 HZ1267
 HZ1267                          SUPERSEDED SURVEY CONTROL
 HZ1267
 HZ1267  NGVD 29 (??/??/92)  239.668  (m)          786.31   (f) ADJ UNCH    2 0
 HZ1267
 HZ1267.Superseded values are not recommended for survey control.
 HZ1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1267.See file dsdata.txt to determine how the superseded data were derived.
 HZ1267
 HZ1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH506287(NAD 83)
 HZ1267_MARKER: DD = SURVEY DISK
 HZ1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1267_STAMPING: I-64 L-27 1966
 HZ1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1267+STABILITY: SURFACE MOTION
 HZ1267
 HZ1267  HISTORY     - Date     Condition        Report By
 HZ1267  HISTORY     - 1966     MONUMENTED       PAS
 HZ1267
 HZ1267                          STATION DESCRIPTION
 HZ1267
 HZ1267'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1267'3.7 MI SW FROM SHELBYVILLE.
 HZ1267'ABOUT 0.50 MILE WEST ALONG I-64 FROM THE I-64 TAYLORSVILLE-SHELBYVILLE
 HZ1267'INTERCHANGE TO MILE POST 31 AND MARK NEAR SOUTH RIGHT OF WAY FENCE
 HZ1267'AT FENCE CORNER, 116 FEET SOUTHEAST OF MILE POST 31 IN EAST BOUND
 HZ1267'LANE, 3.4 FEET NORTH OF FENCE CORNER (RIGHT OF WAY FENCE AND WOVEN
 HZ1267'WIRE) AND 2.2 FEET NORTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HZ1267'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN CONCRETE POST FLUSH
 HZ1267'WITH GROUND AND STAMPED I-64 L-27 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1268 ***********************************************************************
 HZ1268  DESIGNATION -  I64 L 28
 HZ1268  PID         -  HZ1268
 HZ1268  STATE/COUNTY-  KY/SHELBY
 HZ1268  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1268
 HZ1268                         *CURRENT SURVEY CONTROL
 HZ1268  ___________________________________________________________________
 HZ1268* NAD 83(1986)-  38 11 22.     (N)    085 15 46.     (W)     SCALED    
 HZ1268* NAVD 88     -       218.738  (meters)     717.64   (feet)  ADJUSTED  
 HZ1268  ___________________________________________________________________
 HZ1268  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ1268  DYNAMIC HT  -         218.583 (meters)     717.13  (feet)  COMP
 HZ1268  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 HZ1268
 HZ1268  VERT ORDER  -  SECOND    CLASS 0
 HZ1268
 HZ1268.The horizontal coordinates were scaled from a topographic map and have
 HZ1268.an estimated accuracy of +/- 6 seconds.
 HZ1268
 HZ1268.The orthometric height was determined by differential leveling
 HZ1268.and adjusted by the National Geodetic Survey in June 1991..
 HZ1268
 HZ1268.The geoid height was determined by GEOID03.
 HZ1268
 HZ1268.The dynamic height is computed by dividing the NAVD 88
 HZ1268.geopotential number by the normal gravity value computed on the
 HZ1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1268.degrees latitude (g = 980.6199 gals.).
 HZ1268
 HZ1268.The modeled gravity was interpolated from observed gravity values.
 HZ1268
 HZ1268;                    North         East    Units  Estimated Accuracy
 HZ1268;SPC KY1Z     - 1,206,110.    1,542,680.      MT  (+/- 180 meters Scaled)
 HZ1268
 HZ1268                          SUPERSEDED SURVEY CONTROL
 HZ1268
 HZ1268  NGVD 29 (??/??/92)  218.888  (m)          718.13   (f) ADJ UNCH    2 0
 HZ1268
 HZ1268.Superseded values are not recommended for survey control.
 HZ1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1268.See file dsdata.txt to determine how the superseded data were derived.
 HZ1268
 HZ1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH521282(NAD 83)
 HZ1268_MARKER: DD = SURVEY DISK
 HZ1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1268_STAMPING: I-64 L-28 1966
 HZ1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1268+STABILITY: SURFACE MOTION
 HZ1268
 HZ1268  HISTORY     - Date     Condition        Report By
 HZ1268  HISTORY     - 1966     MONUMENTED       PAS
 HZ1268
 HZ1268                          STATION DESCRIPTION
 HZ1268
 HZ1268'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1268'2.7 MI SW FROM SHELBYVILLE.
 HZ1268'ABOUT 0.4 MILE EAST ALONG I-64 FROM THE I-64 TAYLORSVILLE-SHELBYVILLE
 HZ1268'INTERCHANGE TO MILE POST 32.0 AND THE MARK NEAR THE SOUTH RIGHT
 HZ1268'OF WAY FENCE, 164 FEET SOUTHWEST OF MILE POST 32 IN EAST BOUND
 HZ1268'LANE, 2.7 FEET NORTH OF METAL FENCE POST WITH 2 BRACE BARS
 HZ1268'(RIGHT OF WAY FENCE) AND 1.5 FEET NORTH OF METAL WITNESS POST
 HZ1268'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 HZ1268'IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 L-28
 HZ1268'1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1269 ***********************************************************************
 HZ1269  DESIGNATION -  I64 L 29
 HZ1269  PID         -  HZ1269
 HZ1269  STATE/COUNTY-  KY/SHELBY
 HZ1269  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1269
 HZ1269                         *CURRENT SURVEY CONTROL
 HZ1269  ___________________________________________________________________
 HZ1269* NAD 83(1986)-  38 11 08.     (N)    085 14 45.     (W)     SCALED    
 HZ1269* NAVD 88     -       214.567  (meters)     703.96   (feet)  ADJUSTED  
 HZ1269  ___________________________________________________________________
 HZ1269  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ1269  DYNAMIC HT  -         214.414 (meters)     703.46  (feet)  COMP
 HZ1269  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 HZ1269
 HZ1269  VERT ORDER  -  SECOND    CLASS 0
 HZ1269
 HZ1269.The horizontal coordinates were scaled from a topographic map and have
 HZ1269.an estimated accuracy of +/- 6 seconds.
 HZ1269
 HZ1269.The orthometric height was determined by differential leveling
 HZ1269.and adjusted by the National Geodetic Survey in June 1991..
 HZ1269
 HZ1269.The geoid height was determined by GEOID03.
 HZ1269
 HZ1269.The dynamic height is computed by dividing the NAVD 88
 HZ1269.geopotential number by the normal gravity value computed on the
 HZ1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1269.degrees latitude (g = 980.6199 gals.).
 HZ1269
 HZ1269.The modeled gravity was interpolated from observed gravity values.
 HZ1269
 HZ1269;                    North         East    Units  Estimated Accuracy
 HZ1269;SPC KY1Z     - 1,205,690.    1,544,170.      MT  (+/- 180 meters Scaled)
 HZ1269
 HZ1269                          SUPERSEDED SURVEY CONTROL
 HZ1269
 HZ1269  NGVD 29 (??/??/92)  214.717  (m)          704.45   (f) ADJ UNCH    2 0
 HZ1269
 HZ1269.Superseded values are not recommended for survey control.
 HZ1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1269.See file dsdata.txt to determine how the superseded data were derived.
 HZ1269
 HZ1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH536278(NAD 83)
 HZ1269_MARKER: DD = SURVEY DISK
 HZ1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1269_SP_SET: CURB
 HZ1269_STAMPING: I-64 L-29 1966
 HZ1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1269
 HZ1269  HISTORY     - Date     Condition        Report By
 HZ1269  HISTORY     - 1966     MONUMENTED       PAS
 HZ1269
 HZ1269                          STATION DESCRIPTION
 HZ1269
 HZ1269'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1269'2.2 MI SW FROM SHELBYVILLE.
 HZ1269'ABOUT 1.5 MILES EAST ALONG I-64 FROM THE I-64 TAYLORSVILLE-SHELBYVILLE
 HZ1269'INTERCHANGE TO THE EAST END OF 4 LANE CONCRETE BRIDGE OVER CLEAR
 HZ1269'CREEK, MILE POST 33.0, 78 FEET WEST OF MILE POST 33 IN EAST BOUND
 HZ1269'LANE, 19.3 FEET SOUTH OF CENTER OF EAST BOUND LANE OF I-64 AND 6.5
 HZ1269'FEET NORTHWEST OF SOUTHEAST END OF CONCRETE WING WALL OF BRIDGE.
 HZ1269'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN A DRILL
 HZ1269'HOLE IN CONCRETE CURB AND STAMPED I-64 L-29 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1270 ***********************************************************************
 HZ1270  DESIGNATION -  I64 L 30
 HZ1270  PID         -  HZ1270
 HZ1270  STATE/COUNTY-  KY/SHELBY
 HZ1270  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1270
 HZ1270                         *CURRENT SURVEY CONTROL
 HZ1270  ___________________________________________________________________
 HZ1270* NAD 83(1986)-  38 11 05.     (N)    085 13 42.     (W)     SCALED    
 HZ1270* NAVD 88     -       220.417  (meters)     723.15   (feet)  ADJUSTED  
 HZ1270  ___________________________________________________________________
 HZ1270  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HZ1270  DYNAMIC HT  -         220.260 (meters)     722.64  (feet)  COMP
 HZ1270  MODELED GRAV-     979,914.1   (mgal)                       NAVD 88
 HZ1270
 HZ1270  VERT ORDER  -  SECOND    CLASS 0
 HZ1270
 HZ1270.The horizontal coordinates were scaled from a topographic map and have
 HZ1270.an estimated accuracy of +/- 6 seconds.
 HZ1270
 HZ1270.The orthometric height was determined by differential leveling
 HZ1270.and adjusted by the National Geodetic Survey in June 1991..
 HZ1270
 HZ1270.The geoid height was determined by GEOID03.
 HZ1270
 HZ1270.The dynamic height is computed by dividing the NAVD 88
 HZ1270.geopotential number by the normal gravity value computed on the
 HZ1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1270.degrees latitude (g = 980.6199 gals.).
 HZ1270
 HZ1270.The modeled gravity was interpolated from observed gravity values.
 HZ1270
 HZ1270;                    North         East    Units  Estimated Accuracy
 HZ1270;SPC KY1Z     - 1,205,600.    1,545,700.      MT  (+/- 180 meters Scaled)
 HZ1270
 HZ1270                          SUPERSEDED SURVEY CONTROL
 HZ1270
 HZ1270  NGVD 29 (??/??/92)  220.568  (m)          723.65   (f) ADJ UNCH    2 0
 HZ1270
 HZ1270.Superseded values are not recommended for survey control.
 HZ1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1270.See file dsdata.txt to determine how the superseded data were derived.
 HZ1270
 HZ1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH551277(NAD 83)
 HZ1270_MARKER: DD = SURVEY DISK
 HZ1270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1270_SP_SET: CULVERT
 HZ1270_STAMPING: I-64 L-30 1966
 HZ1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1270
 HZ1270  HISTORY     - Date     Condition        Report By
 HZ1270  HISTORY     - 1966     MONUMENTED       PAS
 HZ1270
 HZ1270                          STATION DESCRIPTION
 HZ1270
 HZ1270'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1270'1.8 MI S FROM SHELBYVILLE.
 HZ1270'ABOUT 2.4 MILES EAST ALONG I-64 FROM THE I-64 SHELBYVILLE-TAYLORSVILLE
 HZ1270'INTERCHANGE.  ABOUT 0.8 MILE WEST ALONG I-64 FROM THE I-64
 HZ1270'SHELBYVILLE-STATE HIGHWAY 53 INTERCHANGE TO A SMALL DRAIN
 HZ1270'WHICH CROSSES UNDER I-64, MILE POST 34.0, 184 FEET SOUTHWEST
 HZ1270'OF MILE POST 34 IN EAST BOUND LANE, 55 FEET SOUTH OF CENTER
 HZ1270'OF EAST BOUND LANE, OPPOSITE GRAVELED TURNING AREA AND 36
 HZ1270'FEET EAST OF 8 IN ASH TREE WHICH IS NEAREST TO HIGHWAY OF SMALL
 HZ1270'GROUP OF TREES.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 HZ1270'DISK SET IN A DRILL HOLE IN CENTER OF CONCRETE HEADWALL FOR CULVERT
 HZ1270'UNDER HIGHWAY AND STAMPED I-64 L-30 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1272 ***********************************************************************
 HZ1272  DESIGNATION -  I64 L 31 RESET
 HZ1272  PID         -  HZ1272
 HZ1272  STATE/COUNTY-  KY/SHELBY
 HZ1272  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1272
 HZ1272                         *CURRENT SURVEY CONTROL
 HZ1272  ___________________________________________________________________
 HZ1272* NAD 83(1986)-  38 11 05.     (N)    085 12 32.     (W)     SCALED    
 HZ1272* NAVD 88     -       241.44   (meters)     792.1    (feet)  RESET     
 HZ1272  ___________________________________________________________________
 HZ1272  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HZ1272
 HZ1272  VERT ORDER  -  THIRD
 HZ1272
 HZ1272.The horizontal coordinates were scaled from a topographic map and have
 HZ1272.an estimated accuracy of +/- 6 seconds.
 HZ1272
 HZ1272.The orthometric height was computed from unverified reset data.
 HZ1272.No vertical observational check was made to the station.
 HZ1272
 HZ1272.The geoid height was determined by GEOID03.
 HZ1272
 HZ1272;                    North         East    Units  Estimated Accuracy
 HZ1272;SPC KY1Z     - 1,205,610.    1,547,400.      MT  (+/- 180 meters Scaled)
 HZ1272
 HZ1272                          SUPERSEDED SURVEY CONTROL
 HZ1272
 HZ1272  NGVD 29 (??/??/??)  241.59   (m)          792.6    (f) RESET       3  
 HZ1272
 HZ1272.Superseded values are not recommended for survey control.
 HZ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1272.See file dsdata.txt to determine how the superseded data were derived.
 HZ1272
 HZ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH568278(NAD 83)
 HZ1272_MARKER: DD = SURVEY DISK
 HZ1272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1272_SP_SET: CATCH BASIN
 HZ1272_STAMPING: I-64 L-31 RESET 1972
 HZ1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1272
 HZ1272  HISTORY     - Date     Condition        Report By
 HZ1272  HISTORY     - 1972     MONUMENTED       NGS
 HZ1272
 HZ1272                          STATION DESCRIPTION
 HZ1272
 HZ1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HZ1272'1.9 MI SE FROM SHELBYVILLE.
 HZ1272'ABOUT 0.15 OF A MILE EAST ALONG INTERSTATE ROUTE 64 FROM THE STATE
 HZ1272'ROUTE 53 INTERCHANGE OVERPASS, NEAR THE EXIT FROM THE WEST BOUND
 HZ1272'LANES OF THE INTERSTATE ONTO STATE ROUTE 53, 140 FEET EAST-SOUTHEAST
 HZ1272'OF THE SOUTH LEG OF THE EXIT SIGN IN THE EAST END OF THE V FORMED
 HZ1272'BY THE SHELBYVILLE EXIT AND THE INTERSTATE, 86 FEET SOUTH AND
 HZ1272'ACROSS THE WEST BOUND LANES FROM A METAL LAMP POLE, 42 FEET SOUTH
 HZ1272'OF THE APPROXIMATE CENTER OF THE WEST BOUND TRAFFIC LANES, AND 0.5
 HZ1272'OF A FOOT WEST OF THE WEST EDGE OF THE METAL GRATING OF A CONCRETE
 HZ1272'DRAIN IN THE MEDIAN.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 HZ1272'HOLE IN THE CONCRETE DRAIN AND THE DISK IS STAMPED I-64 L-31 RESET
 HZ1272'1972.  THIS MARK ESTABLISHED THROUGH KHD TBM 2 AND SHOULD BE USED
 HZ1272'WITH CAUTION, AS THE DIFFERENCE IN ELEVATION BETWEEN KHD TBM 1 AND
 HZ1272'TBM 2 COULD NOT BE CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1277 ***********************************************************************
 HZ1277  DESIGNATION -  I64 L 32 RESET
 HZ1277  PID         -  HZ1277
 HZ1277  STATE/COUNTY-  KY/SHELBY
 HZ1277  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1277
 HZ1277                         *CURRENT SURVEY CONTROL
 HZ1277  ___________________________________________________________________
 HZ1277* NAD 83(1986)-  38 11 00.     (N)    085 11 20.     (W)     SCALED    
 HZ1277* NAVD 88     -       237.25   (meters)     778.4    (feet)  RESET     
 HZ1277  ___________________________________________________________________
 HZ1277  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ1277
 HZ1277  VERT ORDER  -  THIRD
 HZ1277
 HZ1277.The horizontal coordinates were scaled from a topographic map and have
 HZ1277.an estimated accuracy of +/- 6 seconds.
 HZ1277
 HZ1277.The orthometric height was computed from unverified reset data.
 HZ1277.No vertical observational check was made to the station.
 HZ1277
 HZ1277.The geoid height was determined by GEOID03.
 HZ1277
 HZ1277;                    North         East    Units  Estimated Accuracy
 HZ1277;SPC KY1Z     - 1,205,470.    1,549,160.      MT  (+/- 180 meters Scaled)
 HZ1277
 HZ1277                          SUPERSEDED SURVEY CONTROL
 HZ1277
 HZ1277  NGVD 29 (??/??/??)  237.40   (m)          778.9    (f) RESET       3  
 HZ1277
 HZ1277.Superseded values are not recommended for survey control.
 HZ1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1277.See file dsdata.txt to determine how the superseded data were derived.
 HZ1277
 HZ1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH586277(NAD 83)
 HZ1277_MARKER: DD = SURVEY DISK
 HZ1277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1277_SP_SET: CONCRETE ANCHOR BLOCK
 HZ1277_STAMPING: I-64 L-32 RESET 1972
 HZ1277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1277
 HZ1277  HISTORY     - Date     Condition        Report By
 HZ1277  HISTORY     - 1972     MONUMENTED       NGS
 HZ1277
 HZ1277                          STATION DESCRIPTION
 HZ1277
 HZ1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HZ1277'2.5 MI SE FROM SHELBYVILLE.
 HZ1277'THE MARK IS ABOUT 1.2 MILES EAST ALONG INTERSTATE ROUTE 64 FROM
 HZ1277'THE STATE ROUTE 53 INTERCHANGE NEAR A LARGE SIGN 53 SHELBYVILLE
 HZ1277'EXIT 1 MILE, 130 FEET EAST OF THE SOUTH LEG OF THE LARGE SIGN,
 HZ1277'30 FEET WEST OF MILE POST 36, 23 FEET NORTH OF THE APPROXIMATE
 HZ1277'CENTER OF THE WEST BOUND LANES OF INTERSTATE ROUTE 64, 0.3 OF A
 HZ1277'FOOT NORTH OF THE NORTH EDGE OF THE EAST END OF THE GUARDRAIL
 HZ1277'ANCHOR PLATE, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK
 HZ1277'CEMENTED IN A DRILL HOLE IN THE TOP OF THE 30 IN X 30 IN CONCRETE
 HZ1277'ANCHOR BLOCK FOR THE EAST END OF A METAL GUARDRAIL ALONG THE NORTH
 HZ1277'SIDE OF THE WEST BOUND TRAFFIC LANES AND THE DISK IS STAMPED I-64
 HZ1277'L-32 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1279 ***********************************************************************
 HZ1279  DESIGNATION -  I64 L 33 RESET
 HZ1279  PID         -  HZ1279
 HZ1279  STATE/COUNTY-  KY/SHELBY
 HZ1279  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1279
 HZ1279                         *CURRENT SURVEY CONTROL
 HZ1279  ___________________________________________________________________
 HZ1279* NAD 83(1986)-  38 10 41.     (N)    085 10 14.     (W)     SCALED    
 HZ1279* NAVD 88     -       227.04   (meters)     744.9    (feet)  RESET     
 HZ1279  ___________________________________________________________________
 HZ1279  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ1279
 HZ1279  VERT ORDER  -  THIRD
 HZ1279
 HZ1279.The horizontal coordinates were scaled from a topographic map and have
 HZ1279.an estimated accuracy of +/- 6 seconds.
 HZ1279
 HZ1279.The orthometric height was computed from unverified reset data.
 HZ1279.No vertical observational check was made to the station.
 HZ1279
 HZ1279.The geoid height was determined by GEOID03.
 HZ1279
 HZ1279;                    North         East    Units  Estimated Accuracy
 HZ1279;SPC KY1Z     - 1,204,890.    1,550,770.      MT  (+/- 180 meters Scaled)
 HZ1279
 HZ1279                          SUPERSEDED SURVEY CONTROL
 HZ1279
 HZ1279  NGVD 29 (??/??/??)  227.19   (m)          745.4    (f) RESET       3  
 HZ1279
 HZ1279.Superseded values are not recommended for survey control.
 HZ1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1279.See file dsdata.txt to determine how the superseded data were derived.
 HZ1279
 HZ1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH602271(NAD 83)
 HZ1279_MARKER: DD = SURVEY DISK
 HZ1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1279_SP_SET: CULVERT
 HZ1279_STAMPING: I-64 L-33 RESET 1972
 HZ1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1279
 HZ1279  HISTORY     - Date     Condition        Report By
 HZ1279  HISTORY     - 1972     MONUMENTED       NGS
 HZ1279
 HZ1279                          STATION DESCRIPTION
 HZ1279
 HZ1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HZ1279'3.3 MI SE FROM SHELBYVILLE.
 HZ1279'THE MARK IS ABOUT 2.2 MILES EAST ALONG INTERSTATE ROUTE 64 FROM
 HZ1279'THE STATE ROUTE 53 INTERCHANGE, 113 FEET WEST-SOUTHWEST AND ACROSS
 HZ1279'THE WEST BOUND TRAFFIC LANES OF INTERSTATE ROUTE 64 FROM MILEPOST
 HZ1279'37, 43 FEET SOUTH OF THE APPROXIMATE CENTER OF THE WEST BOUND
 HZ1279'TRAFFIC LANES, AND ABOUT 8 FEET BELOW THE LEVEL OF THE WEST BOUND
 HZ1279'LANES OF THE HIGHWAY.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 HZ1279'HOLE IN THE TOP AND CENTER OF THE SOUTH CONCRETE HEADWALL OF A
 HZ1279'24-INCH CONCRETE CULVERT UNDER THE WEST BOUND TRAFFIC LANES AND
 HZ1279'THE DISK IS STAMPED I-64 L-33 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1281 ***********************************************************************
 HZ1281  DESIGNATION -  I64 L 34 RESET
 HZ1281  PID         -  HZ1281
 HZ1281  STATE/COUNTY-  KY/SHELBY
 HZ1281  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1281
 HZ1281                         *CURRENT SURVEY CONTROL
 HZ1281  ___________________________________________________________________
 HZ1281* NAD 83(1986)-  38 10 14.     (N)    085 09 12.     (W)     SCALED    
 HZ1281* NAVD 88     -       249.09   (meters)     817.2    (feet)  RESET     
 HZ1281  ___________________________________________________________________
 HZ1281  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ1281
 HZ1281  VERT ORDER  -  THIRD
 HZ1281
 HZ1281.The horizontal coordinates were scaled from a topographic map and have
 HZ1281.an estimated accuracy of +/- 6 seconds.
 HZ1281
 HZ1281.The orthometric height was computed from unverified reset data.
 HZ1281.No vertical observational check was made to the station.
 HZ1281
 HZ1281.The geoid height was determined by GEOID03.
 HZ1281
 HZ1281;                    North         East    Units  Estimated Accuracy
 HZ1281;SPC KY1Z     - 1,204,070.    1,552,280.      MT  (+/- 180 meters Scaled)
 HZ1281
 HZ1281                          SUPERSEDED SURVEY CONTROL
 HZ1281
 HZ1281  NGVD 29 (??/??/??)  249.25   (m)          817.7    (f) RESET       3  
 HZ1281
 HZ1281.Superseded values are not recommended for survey control.
 HZ1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1281.See file dsdata.txt to determine how the superseded data were derived.
 HZ1281
 HZ1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH617263(NAD 83)
 HZ1281_MARKER: DB = BENCH MARK DISK
 HZ1281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1281_SP_SET: CATCH BASIN
 HZ1281_STAMPING: I-64 L-34 RESET 1972
 HZ1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1281
 HZ1281  HISTORY     - Date     Condition        Report By
 HZ1281  HISTORY     - 1972     MONUMENTED       NGS
 HZ1281
 HZ1281                          STATION DESCRIPTION
 HZ1281
 HZ1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HZ1281'4.4 MI SE FROM SHELBYVILLE.
 HZ1281'THE MARK IS ABOUT 3.1 MILES EAST ALONG INTERSTATE ROUTE 64
 HZ1281'FROM THE STATE ROUTE 523 INTERCHANGE AND NEAR AN EXIT RAMP
 HZ1281'LEADING INTO A WEIGH STATION, 85 FEET EAST OF AN ALUMINUM
 HZ1281'SIGN, 80 FEET NORTH OF A T FENCE CORNER, 83 FEET EAST OF MILEPOST
 HZ1281'38, 32 FEET NORTH OF THE APPROXIMATE CENTER OF THE EXIT RAMP
 HZ1281'TO THE WEIGH STATION, 28 FEET SOUTH OF THE APPROXIMATE CENTER
 HZ1281'OF THE EAST BOUND TRAFFIC LANES OF INTERSTATE ROUTE 64 AND
 HZ1281'0.3 OF A FOOT WEST OF THE WEST EDGE OF A METAL GRATING.  IT IS
 HZ1281'A STANDARD DISK CEMENTED IN A DRILL HOLE NEAR THE NORTHWEST
 HZ1281'CORNER OF A 7 FT X 12 FT CONCRETE DRAIN AND THE DISK IS STAMPED
 HZ1281'I-64 L-34 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1282 ***********************************************************************
 HZ1282  DESIGNATION -  I64 L 35
 HZ1282  PID         -  HZ1282
 HZ1282  STATE/COUNTY-  KY/SHELBY
 HZ1282  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1282
 HZ1282                         *CURRENT SURVEY CONTROL
 HZ1282  ___________________________________________________________________
 HZ1282* NAD 83(1986)-  38 09 54.     (N)    085 08 11.     (W)     SCALED    
 HZ1282* NAVD 88     -       255.110  (meters)     836.97   (feet)  ADJUSTED  
 HZ1282  ___________________________________________________________________
 HZ1282  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HZ1282  DYNAMIC HT  -         254.927 (meters)     836.37  (feet)  COMP
 HZ1282  MODELED GRAV-     979,905.2   (mgal)                       NAVD 88
 HZ1282
 HZ1282  VERT ORDER  -  SECOND    CLASS 0
 HZ1282
 HZ1282.The horizontal coordinates were scaled from a topographic map and have
 HZ1282.an estimated accuracy of +/- 6 seconds.
 HZ1282
 HZ1282.The orthometric height was determined by differential leveling
 HZ1282.and adjusted by the National Geodetic Survey in June 1991..
 HZ1282
 HZ1282.The geoid height was determined by GEOID03.
 HZ1282
 HZ1282.The dynamic height is computed by dividing the NAVD 88
 HZ1282.geopotential number by the normal gravity value computed on the
 HZ1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1282.degrees latitude (g = 980.6199 gals.).
 HZ1282
 HZ1282.The modeled gravity was interpolated from observed gravity values.
 HZ1282
 HZ1282;                    North         East    Units  Estimated Accuracy
 HZ1282;SPC KY1Z     - 1,203,460.    1,553,770.      MT  (+/- 180 meters Scaled)
 HZ1282
 HZ1282                          SUPERSEDED SURVEY CONTROL
 HZ1282
 HZ1282  NGVD 29 (??/??/92)  255.266  (m)          837.49   (f) ADJ UNCH    2 0
 HZ1282
 HZ1282.Superseded values are not recommended for survey control.
 HZ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1282.See file dsdata.txt to determine how the superseded data were derived.
 HZ1282
 HZ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH632257(NAD 83)
 HZ1282_MARKER: DB = BENCH MARK DISK
 HZ1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1282_STAMPING: I-64 L-35 1966
 HZ1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1282+STABILITY: SURFACE MOTION
 HZ1282
 HZ1282  HISTORY     - Date     Condition        Report By
 HZ1282  HISTORY     - 1966     MONUMENTED       PAS
 HZ1282
 HZ1282                          STATION DESCRIPTION
 HZ1282
 HZ1282'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1282'3.8 MI NW FROM WADDY.
 HZ1282'ABOUT 3.8 MILES WEST ALONG I-64 FROM THE WADDY-STATE HIGHWAY
 HZ1282'395 INTERCHANGE, ABOUT 4.5 MILES EAST ALONG I-64 FROM THE
 HZ1282'SHELBYVILLE-STATE HIGHWAY 53 INTERCHANGE (AT MILE POST 39.2).
 HZ1282'SET BETWEEN THE LANES OF I-64 AND NEAR THE WEST END OF A 700
 HZ1282'FT. STEEL GUARD RAIL, 24 FEET NORTH OF CENTER OF EAST BOUND
 HZ1282'LANE OF I-64 AND 1.2 FEET NORTHEAST OF WEST END OF STEEL GUARD
 HZ1282'RAIL ALONG NORTH SIDE OF EAST BOUND LANE.  A KENTUCKY DEPARTMENT
 HZ1282'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST FLUSH
 HZ1282'WITH GROUND AND STAMPED I-64 L-35 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1290 ***********************************************************************
 HZ1290  DESIGNATION -  I64 L 36
 HZ1290  PID         -  HZ1290
 HZ1290  STATE/COUNTY-  KY/SHELBY
 HZ1290  USGS QUAD   -  WADDY (1984)
 HZ1290
 HZ1290                         *CURRENT SURVEY CONTROL
 HZ1290  ___________________________________________________________________
 HZ1290* NAD 83(1986)-  38 09 40.     (N)    085 05 54.     (W)     SCALED    
 HZ1290* NAVD 88     -       252.925  (meters)     829.80   (feet)  ADJUSTED  
 HZ1290  ___________________________________________________________________
 HZ1290  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ1290  DYNAMIC HT  -         252.741 (meters)     829.20  (feet)  COMP
 HZ1290  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 HZ1290
 HZ1290  VERT ORDER  -  SECOND    CLASS 0
 HZ1290
 HZ1290.The horizontal coordinates were scaled from a topographic map and have
 HZ1290.an estimated accuracy of +/- 6 seconds.
 HZ1290
 HZ1290.The orthometric height was determined by differential leveling
 HZ1290.and adjusted by the National Geodetic Survey in June 1991..
 HZ1290
 HZ1290.The geoid height was determined by GEOID03.
 HZ1290
 HZ1290.The dynamic height is computed by dividing the NAVD 88
 HZ1290.geopotential number by the normal gravity value computed on the
 HZ1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1290.degrees latitude (g = 980.6199 gals.).
 HZ1290
 HZ1290.The modeled gravity was interpolated from observed gravity values.
 HZ1290
 HZ1290;                    North         East    Units  Estimated Accuracy
 HZ1290;SPC KY1Z     - 1,203,050.    1,557,110.      MT  (+/- 180 meters Scaled)
 HZ1290
 HZ1290                          SUPERSEDED SURVEY CONTROL
 HZ1290
 HZ1290  NGVD 29 (??/??/92)  253.081  (m)          830.32   (f) ADJ UNCH    2 0
 HZ1290
 HZ1290.Superseded values are not recommended for survey control.
 HZ1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1290.See file dsdata.txt to determine how the superseded data were derived.
 HZ1290
 HZ1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH666254(NAD 83)
 HZ1290_MARKER: DD = SURVEY DISK
 HZ1290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1290_SP_SET: CULVERT
 HZ1290_STAMPING: I-64 L-36 1966
 HZ1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1290
 HZ1290  HISTORY     - Date     Condition        Report By
 HZ1290  HISTORY     - 1966     MONUMENTED       PAS
 HZ1290  HISTORY     - 1967     GOOD             PAS
 HZ1290
 HZ1290                          STATION DESCRIPTION
 HZ1290
 HZ1290'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1967
 HZ1290'2 MI S FROM CLAY VILLAGE.
 HZ1290'ABOUT 1.7 MILES WEST ALONG I-64 FROM THE WADDY-STATE HIGHWAY
 HZ1290'395 INTERCHANGE, AT MILE POST 41.3.  THE MARK IS SET IN TOP OF
 HZ1290'THE NORTH HEADWALL OF A CONCRETE PIPE CULVERT UNDER EAST BOUND
 HZ1290'LANE, 55 FEET NORTH OF CENTER OF EAST BOUND LANE AND 20 FEET SOUTH
 HZ1290'OF A 30 IN HACKBERRY TREE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ1290'BENCH MARK DISK SET IN A DRILL HOLE IN THE CENTER OF HEADWALL
 HZ1290'FOR CONCRETE PIPE CULVERT AND STAMPED I-64 L-36 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1291 ***********************************************************************
 HZ1291  DESIGNATION -  I64 L 37
 HZ1291  PID         -  HZ1291
 HZ1291  STATE/COUNTY-  KY/SHELBY
 HZ1291  USGS QUAD   -  WADDY (1984)
 HZ1291
 HZ1291                         *CURRENT SURVEY CONTROL
 HZ1291  ___________________________________________________________________
 HZ1291* NAD 83(1986)-  38 09 22.     (N)    085 04 48.     (W)     SCALED    
 HZ1291* NAVD 88     -       263.381  (meters)     864.11   (feet)  ADJUSTED  
 HZ1291  ___________________________________________________________________
 HZ1291  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HZ1291  DYNAMIC HT  -         263.191 (meters)     863.49  (feet)  COMP
 HZ1291  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 HZ1291
 HZ1291  VERT ORDER  -  SECOND    CLASS 0
 HZ1291
 HZ1291.The horizontal coordinates were scaled from a topographic map and have
 HZ1291.an estimated accuracy of +/- 6 seconds.
 HZ1291
 HZ1291.The orthometric height was determined by differential leveling
 HZ1291.and adjusted by the National Geodetic Survey in June 1991..
 HZ1291
 HZ1291.The geoid height was determined by GEOID03.
 HZ1291
 HZ1291.The dynamic height is computed by dividing the NAVD 88
 HZ1291.geopotential number by the normal gravity value computed on the
 HZ1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1291.degrees latitude (g = 980.6199 gals.).
 HZ1291
 HZ1291.The modeled gravity was interpolated from observed gravity values.
 HZ1291
 HZ1291;                    North         East    Units  Estimated Accuracy
 HZ1291;SPC KY1Z     - 1,202,510.    1,558,720.      MT  (+/- 180 meters Scaled)
 HZ1291
 HZ1291                          SUPERSEDED SURVEY CONTROL
 HZ1291
 HZ1291  NGVD 29 (??/??/92)  263.539  (m)          864.63   (f) ADJ UNCH    2 0
 HZ1291
 HZ1291.Superseded values are not recommended for survey control.
 HZ1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1291.See file dsdata.txt to determine how the superseded data were derived.
 HZ1291
 HZ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH682248(NAD 83)
 HZ1291_MARKER: DD = SURVEY DISK
 HZ1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1291_STAMPING: I-64 L-37 1966
 HZ1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1291+STABILITY: SURFACE MOTION
 HZ1291
 HZ1291  HISTORY     - Date     Condition        Report By
 HZ1291  HISTORY     - 1966     MONUMENTED       PAS
 HZ1291  HISTORY     - 1967     GOOD             PAS
 HZ1291
 HZ1291                          STATION DESCRIPTION
 HZ1291
 HZ1291'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1967
 HZ1291'1.3 MI N FROM WADDY.
 HZ1291'ABOUT 0.6 MILE WEST ALONG I-64 FROM THE WADDY-STATE HIGHWAY 395
 HZ1291'INTERCHANGE, AT MILE POST 42.4.  THE MARK IS ON THE LEFT NEAR
 HZ1291'THE SOUTH RIGHT OF WAY AND APPROXIMATELY IN LINE WITH WOODS LINE
 HZ1291'NORTH-SOUTH, 108 FEET NORTH OF CENTER OF EAST BOUND LANE, 11
 HZ1291'FEET SOUTHEAST OF A 16 IN WALNUT TREE AND 0.4 FOOT NORTH OF METAL
 HZ1291'RIGHT OF WAY FENCE POST WITH 2 BRACE POSTS.  A KENTUCKY DEPARTMENT
 HZ1291'OF HIGHWAYS BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE
 HZ1291'BASE FOR RIGHT OF WAY FENCE POST WITH 2 BRACE POSTS AND
 HZ1291'STAMPED I-64 L-37 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1300 ***********************************************************************
 HZ1300  DESIGNATION -  I64 L 39
 HZ1300  PID         -  HZ1300
 HZ1300  STATE/COUNTY-  KY/FRANKLIN
 HZ1300  USGS QUAD   -  WADDY (1984)
 HZ1300
 HZ1300                         *CURRENT SURVEY CONTROL
 HZ1300  ___________________________________________________________________
 HZ1300* NAD 83(1986)-  38 08 42.     (N)    085 00 00.     (W)     SCALED    
 HZ1300* NAVD 88     -       230.737  (meters)     757.01   (feet)  ADJUSTED  
 HZ1300  ___________________________________________________________________
 HZ1300  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ1300  DYNAMIC HT  -         230.571 (meters)     756.47  (feet)  COMP
 HZ1300  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 HZ1300
 HZ1300  VERT ORDER  -  SECOND    CLASS 0
 HZ1300
 HZ1300.The horizontal coordinates were scaled from a topographic map and have
 HZ1300.an estimated accuracy of +/- 6 seconds.
 HZ1300
 HZ1300.The orthometric height was determined by differential leveling
 HZ1300.and adjusted by the National Geodetic Survey in June 1991..
 HZ1300
 HZ1300.The geoid height was determined by GEOID03.
 HZ1300
 HZ1300.The dynamic height is computed by dividing the NAVD 88
 HZ1300.geopotential number by the normal gravity value computed on the
 HZ1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1300.degrees latitude (g = 980.6199 gals.).
 HZ1300
 HZ1300.The modeled gravity was interpolated from observed gravity values.
 HZ1300
 HZ1300;                    North         East    Units  Estimated Accuracy
 HZ1300;SPC KY1Z     - 1,201,330.    1,565,740.      MT  (+/- 180 meters Scaled)
 HZ1300
 HZ1300                          SUPERSEDED SURVEY CONTROL
 HZ1300
 HZ1300  NGVD 29 (??/??/92)  230.899  (m)          757.54   (f) ADJ UNCH    2 0
 HZ1300
 HZ1300.Superseded values are not recommended for survey control.
 HZ1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1300.See file dsdata.txt to determine how the superseded data were derived.
 HZ1300
 HZ1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH752237(NAD 83)
 HZ1300_MARKER: DD = SURVEY DISK
 HZ1300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1300_SP_SET: BRIDGE
 HZ1300_STAMPING: I-64 L-39 1966
 HZ1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1300
 HZ1300  HISTORY     - Date     Condition        Report By
 HZ1300  HISTORY     - 1966     MONUMENTED       PAS
 HZ1300  HISTORY     - 1968     GOOD             PAS
 HZ1300
 HZ1300                          STATION DESCRIPTION
 HZ1300
 HZ1300'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ1300'1.2 MI SE FROM GRAEFENBURG.
 HZ1300'ABOUT 0.5 MILE WEST ALONG INTERSTATE ROUTE 64 FROM THE
 HZ1300'GRAEFENBURG-LAWRENCEBURG INTERCHANGE (STATE HIGHWAY 151), AT THE
 HZ1300'EAST END OF WEST BOUND BRIDGE OVER BENSON CREEK, 18 FEET NORTH
 HZ1300'OF THE CENTER OF WEST BOUND LANE, 3 1/2 FEET SOUTHWEST OF THE
 HZ1300'EXTREME NORTHEAST END OF CURB AND 2 FEET NORTH OF THE WEST END
 HZ1300'OF METAL GUARD RAIL.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ1300'MARK DISK SET IN DRILL HOLE IN THE NORTH CURBING OF WEST BOUND
 HZ1300'BRIDGE AND STAMPED I-64 L-39 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0523 ***********************************************************************
 HZ0523  DESIGNATION -  I64 L 40 RESET
 HZ0523  PID         -  HZ0523
 HZ0523  STATE/COUNTY-  KY/FRANKLIN
 HZ0523  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0523
 HZ0523                         *CURRENT SURVEY CONTROL
 HZ0523  ___________________________________________________________________
 HZ0523* NAD 83(1986)-  38 08 48.     (N)    084 58 57.     (W)     SCALED    
 HZ0523* NAVD 88     -       247.74   (meters)     812.8    (feet)  RESET     
 HZ0523  ___________________________________________________________________
 HZ0523  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ0523
 HZ0523  VERT ORDER  -  THIRD
 HZ0523
 HZ0523.The horizontal coordinates were scaled from a topographic map and have
 HZ0523.an estimated accuracy of +/- 6 seconds.
 HZ0523
 HZ0523.The orthometric height was computed from unverified reset data.
 HZ0523.No vertical observational check was made to the station.
 HZ0523
 HZ0523.The geoid height was determined by GEOID03.
 HZ0523
 HZ0523;                    North         East    Units  Estimated Accuracy
 HZ0523;SPC KY1Z     - 1,201,530.    1,567,270.      MT  (+/- 180 meters Scaled)
 HZ0523
 HZ0523                          SUPERSEDED SURVEY CONTROL
 HZ0523
 HZ0523  NGVD 29 (??/??/92)  813.324  (m)         2668.38   (f) ADJ UNCH    ?  
 HZ0523
 HZ0523.Superseded values are not recommended for survey control.
 HZ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0523.See file dsdata.txt to determine how the superseded data were derived.
 HZ0523
 HZ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH767240(NAD 83)
 HZ0523_MARKER: DB = BENCH MARK DISK
 HZ0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0523_SP_SET: CULVERT
 HZ0523_STAMPING: I-64 L-40 RESET 1972
 HZ0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0523
 HZ0523  HISTORY     - Date     Condition        Report By
 HZ0523  HISTORY     - 1972     MONUMENTED       NGS
 HZ0523
 HZ0523                          STATION DESCRIPTION
 HZ0523
 HZ0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HZ0523'2 MI SE FROM GRAEFENBURG.
 HZ0523'THE MARK IS ABOUT 0.3 OF A MILE EAST ALONG INTERSTATE ROUTE 64
 HZ0523'FROM THE GRAEFENBURG-LAWRENCEBURG INTERCHANGE (STATE ROUTE 151),
 HZ0523'48 FEET SOUTHWEST OF A TWIN-TRUNKED 10-INCH HICKORY TREE, 47
 HZ0523'FEET SOUTHEAST OF A 10-INCH CEDAR TREE, 46 FEET NORTH OF THE
 HZ0523'APPROXIMATE CENTER OF THE WEST BOUND LANES OF INTERSTATE ROUTE
 HZ0523'64, AND ABOUT 6 FEET BELOW THE WEST BOUND LANES OF INTERSTATE
 HZ0523'ROUTE 64, AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.  IT
 HZ0523'IS A STANDARD DISK CEMENTED IN THE TOP AND CENTER OF A CONCRETE
 HZ0523'HEADWALL OF AN 18-INCH CONCRETE CULVERT UNDER THE WEST BOUND
 HZ0523'LANES OF INTERSTATE ROUTE 64, AND AT THE JUNCTION OF CONCRETE
 HZ0523'DRAINS LEADING INTO THE CULVERT.  THE DISK IS STAMPED I-64
 HZ0523'L-40 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0524 ***********************************************************************
 HZ0524  DESIGNATION -  I64 L 41
 HZ0524  PID         -  HZ0524
 HZ0524  STATE/COUNTY-  KY/FRANKLIN
 HZ0524  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0524
 HZ0524                         *CURRENT SURVEY CONTROL
 HZ0524  ___________________________________________________________________
 HZ0524* NAD 83(1986)-  38 08 57.     (N)    084 57 54.     (W)     SCALED    
 HZ0524* NAVD 88     -       224.173  (meters)     735.47   (feet)  ADJUSTED  
 HZ0524  ___________________________________________________________________
 HZ0524  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ0524  DYNAMIC HT  -         224.011 (meters)     734.94  (feet)  COMP
 HZ0524  MODELED GRAV-     979,902.5   (mgal)                       NAVD 88
 HZ0524
 HZ0524  VERT ORDER  -  SECOND    CLASS 0
 HZ0524
 HZ0524.The horizontal coordinates were scaled from a topographic map and have
 HZ0524.an estimated accuracy of +/- 6 seconds.
 HZ0524
 HZ0524.The orthometric height was determined by differential leveling
 HZ0524.and adjusted by the National Geodetic Survey in June 1991..
 HZ0524
 HZ0524.The geoid height was determined by GEOID03.
 HZ0524
 HZ0524.The dynamic height is computed by dividing the NAVD 88
 HZ0524.geopotential number by the normal gravity value computed on the
 HZ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0524.degrees latitude (g = 980.6199 gals.).
 HZ0524
 HZ0524.The modeled gravity was interpolated from observed gravity values.
 HZ0524
 HZ0524;                    North         East    Units  Estimated Accuracy
 HZ0524;SPC KY1Z     - 1,201,820.    1,568,800.      MT  (+/- 180 meters Scaled)
 HZ0524
 HZ0524                          SUPERSEDED SURVEY CONTROL
 HZ0524
 HZ0524  NGVD 29 (??/??/92)  224.336  (m)          736.01   (f) ADJ UNCH    2 0
 HZ0524
 HZ0524.Superseded values are not recommended for survey control.
 HZ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0524.See file dsdata.txt to determine how the superseded data were derived.
 HZ0524
 HZ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH783243(NAD 83)
 HZ0524_MARKER: DD = SURVEY DISK
 HZ0524_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0524_SP_SET: BRIDGE
 HZ0524_STAMPING: I-64 L-41 1966
 HZ0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0524
 HZ0524  HISTORY     - Date     Condition        Report By
 HZ0524  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0524  HISTORY     - 1968     GOOD             PAS
 HZ0524
 HZ0524                          STATION DESCRIPTION
 HZ0524
 HZ0524'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ0524'1 MI SW FROM BRIDGEPORT.
 HZ0524'ABOUT 1.4 MILES EAST ALONG INTERSTATE ROUTE 64 FROM THE
 HZ0524'GRAEFENBURG-LAWRENCEBURG INTERCHANGE (STATE HIGHWAY 151), AT
 HZ0524'THE EAST END OF EAST BOUND BRIDGE OVER SOUTH BENSON CREEK,
 HZ0524'18 1/2 FEET NORTH OF THE CENTER OF EAST BOUND LANE, 7 FEET
 HZ0524'SOUTHWEST OF WEST END OF METAL GUARD RAIL AND 3 FEET SOUTHWEST
 HZ0524'OF EXTREME NORTHEAST END OF BRIDGE CURBING.  A KENTUCKY DEPARTMENT
 HZ0524'OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN THE NORTH BRIDGE
 HZ0524'CURBING OF EAST BOUND BRIDGE AND STAMPED I-64 L-41 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0525 ***********************************************************************
 HZ0525  DESIGNATION -  I64 L 42
 HZ0525  PID         -  HZ0525
 HZ0525  STATE/COUNTY-  KY/FRANKLIN
 HZ0525  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0525
 HZ0525                         *CURRENT SURVEY CONTROL
 HZ0525  ___________________________________________________________________
 HZ0525* NAD 83(1986)-  38 09 04.     (N)    084 57 12.     (W)     SCALED    
 HZ0525* NAVD 88     -       235.368  (meters)     772.20   (feet)  ADJUSTED  
 HZ0525  ___________________________________________________________________
 HZ0525  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ0525  DYNAMIC HT  -         235.198 (meters)     771.65  (feet)  COMP
 HZ0525  MODELED GRAV-     979,903.4   (mgal)                       NAVD 88
 HZ0525
 HZ0525  VERT ORDER  -  SECOND    CLASS 0
 HZ0525
 HZ0525.The horizontal coordinates were scaled from a topographic map and have
 HZ0525.an estimated accuracy of +/- 6 seconds.
 HZ0525
 HZ0525.The orthometric height was determined by differential leveling
 HZ0525.and adjusted by the National Geodetic Survey in June 1991..
 HZ0525
 HZ0525.The geoid height was determined by GEOID03.
 HZ0525
 HZ0525.The dynamic height is computed by dividing the NAVD 88
 HZ0525.geopotential number by the normal gravity value computed on the
 HZ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0525.degrees latitude (g = 980.6199 gals.).
 HZ0525
 HZ0525.The modeled gravity was interpolated from observed gravity values.
 HZ0525
 HZ0525;                    North         East    Units  Estimated Accuracy
 HZ0525;SPC KY1Z     - 1,202,040.    1,569,820.      MT  (+/- 180 meters Scaled)
 HZ0525
 HZ0525                          SUPERSEDED SURVEY CONTROL
 HZ0525
 HZ0525  NGVD 29 (??/??/92)  235.532  (m)          772.74   (f) ADJ UNCH    2 0
 HZ0525
 HZ0525.Superseded values are not recommended for survey control.
 HZ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0525.See file dsdata.txt to determine how the superseded data were derived.
 HZ0525
 HZ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH793245(NAD 83)
 HZ0525_MARKER: DD = SURVEY DISK
 HZ0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0525_SP_SET: BRIDGE
 HZ0525_STAMPING: I-64 L-42 1966
 HZ0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0525
 HZ0525  HISTORY     - Date     Condition        Report By
 HZ0525  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0525  HISTORY     - 1968     GOOD             PAS
 HZ0525
 HZ0525                          STATION DESCRIPTION
 HZ0525
 HZ0525'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ0525'0.6 MI S FROM BRIDGEPORT.
 HZ0525'ABOUT 2.1 MILES EAST ALONG INTERSTATE ROUTE 64 FROM THE
 HZ0525'GRAEFENBURG-LAWRENCEBURG INTERCHANGE (STATE HIGHWAY 151).,
 HZ0525'AT THE EAST END OF EAST BOUND BRIDGE OVER EVERGREEN ROAD, 26
 HZ0525'FEET SOUTH OF THE CENTER OF EAST BOUND LANE, 2 FEET WEST OF
 HZ0525'WEST END OF METAL GUARD RAIL, AND 1 1/2 FEET NORTHWEST OF
 HZ0525'SOUTHEAST END OF CONCRETE WINGWALL.  A KENTUCKY DEPARTMENT OF
 HZ0525'HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN WINGWALL, ABOUT
 HZ0525'LEVEL WITH BRIDGE FLOOR, AND STAMPED I-64 L-42 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0529 ***********************************************************************
 HZ0529  DESIGNATION -  I64 L 43
 HZ0529  PID         -  HZ0529
 HZ0529  STATE/COUNTY-  KY/FRANKLIN
 HZ0529  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0529
 HZ0529                         *CURRENT SURVEY CONTROL
 HZ0529  ___________________________________________________________________
 HZ0529* NAD 83(1986)-  38 09 23.     (N)    084 55 22.     (W)     SCALED    
 HZ0529* NAVD 88     -       232.951  (meters)     764.27   (feet)  ADJUSTED  
 HZ0529  ___________________________________________________________________
 HZ0529  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ0529  DYNAMIC HT  -         232.783 (meters)     763.72  (feet)  COMP
 HZ0529  MODELED GRAV-     979,907.0   (mgal)                       NAVD 88
 HZ0529
 HZ0529  VERT ORDER  -  SECOND    CLASS 0
 HZ0529
 HZ0529.The horizontal coordinates were scaled from a topographic map and have
 HZ0529.an estimated accuracy of +/- 6 seconds.
 HZ0529
 HZ0529.The orthometric height was determined by differential leveling
 HZ0529.and adjusted by the National Geodetic Survey in June 1991..
 HZ0529
 HZ0529.The geoid height was determined by GEOID03.
 HZ0529
 HZ0529.The dynamic height is computed by dividing the NAVD 88
 HZ0529.geopotential number by the normal gravity value computed on the
 HZ0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0529.degrees latitude (g = 980.6199 gals.).
 HZ0529
 HZ0529.The modeled gravity was interpolated from observed gravity values.
 HZ0529
 HZ0529;                    North         East    Units  Estimated Accuracy
 HZ0529;SPC KY1Z     - 1,202,650.    1,572,500.      MT  (+/- 180 meters Scaled)
 HZ0529
 HZ0529                          SUPERSEDED SURVEY CONTROL
 HZ0529
 HZ0529  NGVD 29 (??/??/92)  233.117  (m)          764.82   (f) ADJ UNCH    2 0
 HZ0529
 HZ0529.Superseded values are not recommended for survey control.
 HZ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0529.See file dsdata.txt to determine how the superseded data were derived.
 HZ0529
 HZ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH819252(NAD 83)
 HZ0529_MARKER: DD = SURVEY DISK
 HZ0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0529_SP_SET: BRIDGE
 HZ0529_STAMPING: I-64 L-43 1966
 HZ0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0529
 HZ0529  HISTORY     - Date     Condition        Report By
 HZ0529  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0529  HISTORY     - 1968     GOOD             PAS
 HZ0529
 HZ0529                          STATION DESCRIPTION
 HZ0529
 HZ0529'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ0529'1.7 MI SE FROM BRIDGEPORT.
 HZ0529'ABOUT 1.7 MILES WEST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HZ0529'64 AND U.S. HIGHWAY 127 INTERCHANGE, WHICH IS ABOUT 3 MILES
 HZ0529'SOUTHWEST OF FRANKFORT.  AT THE WEST END OF EAST BOUND BRIDGE
 HZ0529'OVER CARDWELL ROAD, 17 FEET SOUTH OF THE CENTER OF EAST BOUND
 HZ0529'LANE, 4 FEET NORTHEAST OF THE EXTREME SOUTHWEST END OF BRIDGE
 HZ0529'CURBING AND 1 1/2 FEET SOUTH OF THE EAST END OF METAL GUARD
 HZ0529'RAIL.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 HZ0529'IN DRILL HOLE IN THE SOUTH CURGING OF EAST BOUND BRIDGE AND STAMPED
 HZ0529'I-64 L-43 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0534 ***********************************************************************
 HZ0534  DESIGNATION -  I64 L 44
 HZ0534  PID         -  HZ0534
 HZ0534  STATE/COUNTY-  KY/FRANKLIN
 HZ0534  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0534
 HZ0534                         *CURRENT SURVEY CONTROL
 HZ0534  ___________________________________________________________________
 HZ0534* NAD 83(1986)-  38 09 25.     (N)    084 52 55.     (W)     SCALED    
 HZ0534* NAVD 88     -       204.063  (meters)     669.50   (feet)  ADJUSTED  
 HZ0534  ___________________________________________________________________
 HZ0534  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0534  DYNAMIC HT  -         203.918 (meters)     669.02  (feet)  COMP
 HZ0534  MODELED GRAV-     979,915.5   (mgal)                       NAVD 88
 HZ0534
 HZ0534  VERT ORDER  -  SECOND    CLASS 0
 HZ0534
 HZ0534.The horizontal coordinates were scaled from a topographic map and have
 HZ0534.an estimated accuracy of +/- 6 seconds.
 HZ0534
 HZ0534.The orthometric height was determined by differential leveling
 HZ0534.and adjusted by the National Geodetic Survey in June 1991..
 HZ0534
 HZ0534.The geoid height was determined by GEOID03.
 HZ0534
 HZ0534.The dynamic height is computed by dividing the NAVD 88
 HZ0534.geopotential number by the normal gravity value computed on the
 HZ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0534.degrees latitude (g = 980.6199 gals.).
 HZ0534
 HZ0534.The modeled gravity was interpolated from observed gravity values.
 HZ0534
 HZ0534;                    North         East    Units  Estimated Accuracy
 HZ0534;SPC KY1Z     - 1,202,740.    1,576,070.      MT  (+/- 180 meters Scaled)
 HZ0534
 HZ0534                          SUPERSEDED SURVEY CONTROL
 HZ0534
 HZ0534  NGVD 29 (??/??/92)  204.231  (m)          670.05   (f) ADJ UNCH    2 0
 HZ0534
 HZ0534.Superseded values are not recommended for survey control.
 HZ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0534.See file dsdata.txt to determine how the superseded data were derived.
 HZ0534
 HZ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH855253(NAD 83)
 HZ0534_MARKER: DD = SURVEY DISK
 HZ0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0534_SP_SET: BRIDGE
 HZ0534_STAMPING: I-64 L-44 1966
 HZ0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0534
 HZ0534  HISTORY     - Date     Condition        Report By
 HZ0534  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0534  HISTORY     - 1968     GOOD             PAS
 HZ0534
 HZ0534                          STATION DESCRIPTION
 HZ0534
 HZ0534'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ0534'2 MI S FROM FRANKFORT.
 HZ0534'ABOUT 0.6 MILE EAST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HZ0534'64 AND U.S. HIGHWAY 127 INTERCHANGE, WHICH IS ABOUT 3 MILES
 HZ0534'SOUTHWEST OF FRANKFORT.  AT MILE POST 54, AT THE WEST END OF
 HZ0534'EAST BOUND BRIDGE OVER STATE HIGHWAY 1263 AND CEDAR RUN, 19
 HZ0534'FEET SOUTH OF THE CENTER OF EAST BOUND LANE, 7 1/2 FEET NORTHEAST
 HZ0534'OF MILE POST 54 AND 2.2 FEET SOUTH OF EAST END OF METAL GUARD
 HZ0534'RAIL.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 HZ0534'IN DRILL HOLE IN THE SOUTH CURBING OF EAST BOUND BRIDGE AND
 HZ0534'STAMPED I-64 L-44 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0535 ***********************************************************************
 HZ0535  DESIGNATION -  I64 L 45
 HZ0535  PID         -  HZ0535
 HZ0535  STATE/COUNTY-  KY/FRANKLIN
 HZ0535  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0535
 HZ0535                         *CURRENT SURVEY CONTROL
 HZ0535  ___________________________________________________________________
 HZ0535* NAD 83(1986)-  38 09 30.     (N)    084 51 38.     (W)     SCALED    
 HZ0535* NAVD 88     -       196.840  (meters)     645.80   (feet)  ADJUSTED  
 HZ0535  ___________________________________________________________________
 HZ0535  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0535  DYNAMIC HT  -         196.701 (meters)     645.34  (feet)  COMP
 HZ0535  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 HZ0535
 HZ0535  VERT ORDER  -  SECOND    CLASS 0
 HZ0535
 HZ0535.The horizontal coordinates were scaled from a topographic map and have
 HZ0535.an estimated accuracy of +/- 6 seconds.
 HZ0535
 HZ0535.The orthometric height was determined by differential leveling
 HZ0535.and adjusted by the National Geodetic Survey in June 1991..
 HZ0535
 HZ0535.The geoid height was determined by GEOID03.
 HZ0535
 HZ0535.The dynamic height is computed by dividing the NAVD 88
 HZ0535.geopotential number by the normal gravity value computed on the
 HZ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0535.degrees latitude (g = 980.6199 gals.).
 HZ0535
 HZ0535.The modeled gravity was interpolated from observed gravity values.
 HZ0535
 HZ0535;                    North         East    Units  Estimated Accuracy
 HZ0535;SPC KY1Z     - 1,202,920.    1,577,950.      MT  (+/- 180 meters Scaled)
 HZ0535
 HZ0535                          SUPERSEDED SURVEY CONTROL
 HZ0535
 HZ0535  NGVD 29 (??/??/92)  197.010  (m)          646.36   (f) ADJ UNCH    2 0
 HZ0535
 HZ0535.Superseded values are not recommended for survey control.
 HZ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0535.See file dsdata.txt to determine how the superseded data were derived.
 HZ0535
 HZ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH874255(NAD 83)
 HZ0535_MARKER: DD = SURVEY DISK
 HZ0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0535_SP_SET: BRIDGE
 HZ0535_STAMPING: I-64 L-45 1966
 HZ0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0535
 HZ0535  HISTORY     - Date     Condition        Report By
 HZ0535  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0535  HISTORY     - 1968     GOOD             PAS
 HZ0535
 HZ0535                          STATION DESCRIPTION
 HZ0535
 HZ0535'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ0535'2 MI SSE FROM FRANKFORT.
 HZ0535'ABOUT 1.9 MILES EAST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HZ0535'64 AND U.S. HIGHWAY 127 INTERCHANGE, WHICH IS ABOUT 3 MILES
 HZ0535'SOUTHWEST OF FRANKFORT.  AT THE WEST END OF EAST BOUND BRIDGE
 HZ0535'OVER JOHNSON ROAD, 22 1/2 FEET SOUTHEAST OF THE CENTER OF EAST
 HZ0535'BOUND LANE, 1.4 FEET EAST OF EAST END OF METAL GUARD RAIL AND
 HZ0535'0.8 FOOT EAST OF SOUTHWEST END OF BRIDGE CURBING.  A KENTUCKY
 HZ0535'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN
 HZ0535'THE SOUTH CURBING OF EAST BOUND BRIDGE AND STAMPED I-64 L-45 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0542 ***********************************************************************
 HZ0542  DESIGNATION -  I64 L 46 A RESET
 HZ0542  PID         -  HZ0542
 HZ0542  STATE/COUNTY-  KY/FRANKLIN
 HZ0542  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0542
 HZ0542                         *CURRENT SURVEY CONTROL
 HZ0542  ___________________________________________________________________
 HZ0542* NAD 83(1986)-  38 10 27.     (N)    084 49 38.     (W)     SCALED    
 HZ0542* NAVD 88     -       256.51   (meters)     841.6    (feet)  RESET     
 HZ0542  ___________________________________________________________________
 HZ0542  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0542
 HZ0542  VERT ORDER  -  THIRD
 HZ0542
 HZ0542.The horizontal coordinates were scaled from a topographic map and have
 HZ0542.an estimated accuracy of +/- 6 seconds.
 HZ0542
 HZ0542.The orthometric height was computed from unverified reset data.
 HZ0542.No vertical observational check was made to the station.
 HZ0542
 HZ0542.The geoid height was determined by GEOID03.
 HZ0542
 HZ0542;                    North         East    Units  Estimated Accuracy
 HZ0542;SPC KY1Z     - 1,204,700.    1,580,850.      MT  (+/- 180 meters Scaled)
 HZ0542
 HZ0542                          SUPERSEDED SURVEY CONTROL
 HZ0542
 HZ0542  NGVD 29 (10/08/05)  256.68   (m)          842.1    (f) RESET       3  
 HZ0542
 HZ0542.Superseded values are not recommended for survey control.
 HZ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0542.See file dsdata.txt to determine how the superseded data were derived.
 HZ0542
 HZ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH903273(NAD 83)
 HZ0542_MARKER: DD = SURVEY DISK
 HZ0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0542_SP_SET: CROSS DRAIN
 HZ0542_STAMPING: I-64 L-46A RESET 1972
 HZ0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0542
 HZ0542  HISTORY     - Date     Condition        Report By
 HZ0542  HISTORY     - 1972     MONUMENTED       NGS
 HZ0542
 HZ0542                          STATION DESCRIPTION
 HZ0542
 HZ0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HZ0542'2.8 MI SE FROM FRANKFORT.
 HZ0542'THE MARK IS ABOUT 0.85 MILE WEST ALONG INTERSTATE ROUTE 64
 HZ0542'FROM THE INTERSTATE ROUTE 64 AND U.S. HIGHWAY 60 INTERCHANGE
 HZ0542'IN THE SMALL COMMUNITY OF JETT, 141 FEET WEST OF THE WEST END
 HZ0542'OF A METAL GUARD RAIL ALONG THE NORTH SIDE OF THE EAST BOUND
 HZ0542'LANES OF INTERSTATE ROUTE 64, 105 FEET SW OF POWERLINE POLE NO. 4,
 HZ0542'73 FEET EAST OF THE MOST WESTERLY OF 5 SMALL MAPLE TREES IN THE
 HZ0542'MEDIAN, AND 37 FEET NORTH OF THE APPROXIMATE CENTER OF THE EAST
 HZ0542'BOUND LANES OF INTERSTAET ROUTE 64.  IT IS A STANDARD DISK CEMENTED
 HZ0542'IN A DRILL HOLE IN THE WEST END OF A CONCRETE HEADWALL FOR A
 HZ0542'CROSS DRAIN UNDER THE EAST BOUND LANES OF THE INTERSTATE, AND
 HZ0542'THE DISK IS STAMPED I-64 L-46A RESET 1972.  AN ELEVATION WAS
 HZ0542'TRANSFERRED TO THIS MARK FROM TBM NO. 1 (SPIKE IN BASE OF PP NO. 4)
 HZ0542'SET BY KENTUCKY DEPARTMENT OF HIGHWAYS ENGINEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2572 ***********************************************************************
 HZ2572  DESIGNATION -  I64 L 46 RESET
 HZ2572  PID         -  HZ2572
 HZ2572  STATE/COUNTY-  KY/FRANKLIN
 HZ2572  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ2572
 HZ2572                         *CURRENT SURVEY CONTROL
 HZ2572  ___________________________________________________________________
 HZ2572* NAD 83(1986)-  38 12 20.     (N)    084 50 12.     (W)     SCALED    
 HZ2572* NAVD 88     -       236.77   (meters)     776.8    (feet)  RESET     
 HZ2572  ___________________________________________________________________
 HZ2572  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HZ2572
 HZ2572  VERT ORDER  -  THIRD
 HZ2572
 HZ2572.The horizontal coordinates were scaled from a topographic map and have
 HZ2572.an estimated accuracy of +/- 6 seconds.
 HZ2572
 HZ2572.The orthometric height was computed from unverified reset data.
 HZ2572.No vertical observational check was made to the station.
 HZ2572
 HZ2572.The geoid height was determined by GEOID03.
 HZ2572
 HZ2572;                    North         East    Units  Estimated Accuracy
 HZ2572;SPC KY1Z     - 1,208,180.    1,579,990.      MT  (+/- 180 meters Scaled)
 HZ2572
 HZ2572                          SUPERSEDED SURVEY CONTROL
 HZ2572
 HZ2572  NGVD 29 (10/08/05)  236.94   (m)          777.4    (f) RESET       3  
 HZ2572
 HZ2572.Superseded values are not recommended for survey control.
 HZ2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2572.See file dsdata.txt to determine how the superseded data were derived.
 HZ2572
 HZ2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH894308(NAD 83)
 HZ2572_MARKER: DB = BENCH MARK DISK
 HZ2572_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HZ2572+WITH SETTING: PAVEMENT
 HZ2572_SP_SET: LAMP POST BASE
 HZ2572_STAMPING: I 64 L 46 RESET 1985
 HZ2572_MARK LOGO: NGS   
 HZ2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2572+STABILITY: SURFACE MOTION
 HZ2572
 HZ2572  HISTORY     - Date     Condition        Report By
 HZ2572  HISTORY     - 1985     MONUMENTED       NGS
 HZ2572
 HZ2572                          STATION DESCRIPTION
 HZ2572
 HZ2572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HZ2572'IN FRANKFORT.
 HZ2572'FROM THE JUNCTION OF US ROUTES 60, 421 AND 460 (EAST MAIN STREET) ON
 HZ2572'THE EAST SIDE OF FRANKFORT GO 0.3 KM (0.20 MI) EAST ON US ROUTE 460
 HZ2572'TO THE JUNCTION WITH ELKHORN DRIVE ON THE RIGHT AND THE MARK ABOUT 45
 HZ2572'M (147.6 FT) NORTHWEST OF THE JUNCTION, ON THE GROUNDS OF THE
 HZ2572'FRANKLIN COUNTY BOARD OF EDUCATION AND SET IN THE SOUTHWEST CORNER OF
 HZ2572'A 6 INCH SQUARE LAMP POST BASE DIRECTLY SOUTH OF THE MAIN ENTRANCE OF
 HZ2572'THE OFFICE BUILDING, 23 M (75.5 FT) SOUTHEAST OF MAIN ENTRANCE WALK
 HZ2572'TO BUILDING.
 HZ2572'THE MARK IS 1.5 METERS  NW FROM  NW CURB OF DRIVEWAY
 HZ2572'THE MARK IS 0.3 M ABOVE THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0445 ***********************************************************************
 HZ0445  DESIGNATION -  I64 L 47
 HZ0445  PID         -  HZ0445
 HZ0445  STATE/COUNTY-  KY/FRANKLIN
 HZ0445  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0445
 HZ0445                         *CURRENT SURVEY CONTROL
 HZ0445  ___________________________________________________________________
 HZ0445* NAD 83(1986)-  38 11 16.     (N)    084 49 17.     (W)     SCALED    
 HZ0445* NAVD 88     -       245.951  (meters)     806.92   (feet)  ADJUSTED  
 HZ0445  ___________________________________________________________________
 HZ0445  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HZ0445  DYNAMIC HT  -         245.777 (meters)     806.35  (feet)  COMP
 HZ0445  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 HZ0445
 HZ0445  VERT ORDER  -  SECOND    CLASS 0
 HZ0445
 HZ0445.The horizontal coordinates were scaled from a topographic map and have
 HZ0445.an estimated accuracy of +/- 6 seconds.
 HZ0445
 HZ0445.The orthometric height was determined by differential leveling
 HZ0445.and adjusted by the National Geodetic Survey in June 1991..
 HZ0445
 HZ0445.The geoid height was determined by GEOID03.
 HZ0445
 HZ0445.The dynamic height is computed by dividing the NAVD 88
 HZ0445.geopotential number by the normal gravity value computed on the
 HZ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0445.degrees latitude (g = 980.6199 gals.).
 HZ0445
 HZ0445.The modeled gravity was interpolated from observed gravity values.
 HZ0445
 HZ0445;                    North         East    Units  Estimated Accuracy
 HZ0445;SPC KY1Z     - 1,206,220.    1,581,350.      MT  (+/- 180 meters Scaled)
 HZ0445
 HZ0445                          SUPERSEDED SURVEY CONTROL
 HZ0445
 HZ0445  NGVD 29 (??/??/92)  246.122  (m)          807.49   (f) ADJ UNCH    2 0
 HZ0445
 HZ0445.Superseded values are not recommended for survey control.
 HZ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0445.See file dsdata.txt to determine how the superseded data were derived.
 HZ0445
 HZ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH907288(NAD 83)
 HZ0445_MARKER: DD = SURVEY DISK
 HZ0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0445_SP_SET: BRIDGE
 HZ0445_STAMPING: I64 L47 1960
 HZ0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0445
 HZ0445  HISTORY     - Date     Condition        Report By
 HZ0445  HISTORY     - 1960     MONUMENTED       PAS
 HZ0445
 HZ0445                          STATION DESCRIPTION
 HZ0445
 HZ0445'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0445'1 MI SE FROM FRANKFORT.
 HZ0445'ABOUT 1.4 MILE SOUTH ALONG U.S. HIGHWAYS 60 AND 421 FROM THE
 HZ0445'JUNCTION OF U.S. HIGHWAYS 60, 421, 460 AND STATE HIGHWAY 1211 AT
 HZ0445'ELKHORN SCHOOL ON THE EAST SIDE OF FRANKFORT, AT OVERPASS OVER
 HZ0445'THE LOUISVILLE AND NASHVILLE RAILROAD, 35.5 FEET WEST OF
 HZ0445'APPROXIMATE CENTER OF SOUTH BOUND LANE, 1.7 FEET NORTH OF NORTH
 HZ0445'END OF GUARD RAIL, IN THE TOP OF THE SOUTH END OF THE WEST BRIDGE
 HZ0445'CURBING.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HZ0445'STAMPED I64 L47 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0454 ***********************************************************************
 HZ0454  DESIGNATION -  I64 L 48
 HZ0454  PID         -  HZ0454
 HZ0454  STATE/COUNTY-  KY/WOODFORD
 HZ0454  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0454
 HZ0454                         *CURRENT SURVEY CONTROL
 HZ0454  ___________________________________________________________________
 HZ0454* NAD 83(1986)-  38 09 52.     (N)    084 47 02.     (W)     SCALED    
 HZ0454* NAVD 88     -       247.980  (meters)     813.58   (feet)  ADJUSTED  
 HZ0454  ___________________________________________________________________
 HZ0454  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HZ0454  DYNAMIC HT  -         247.803 (meters)     813.00  (feet)  COMP
 HZ0454  MODELED GRAV-     979,909.8   (mgal)                       NAVD 88
 HZ0454
 HZ0454  VERT ORDER  -  SECOND    CLASS 0
 HZ0454
 HZ0454.The horizontal coordinates were scaled from a topographic map and have
 HZ0454.an estimated accuracy of +/- 6 seconds.
 HZ0454
 HZ0454.The orthometric height was determined by differential leveling
 HZ0454.and adjusted by the National Geodetic Survey in June 1991..
 HZ0454
 HZ0454.The geoid height was determined by GEOID03.
 HZ0454
 HZ0454.The dynamic height is computed by dividing the NAVD 88
 HZ0454.geopotential number by the normal gravity value computed on the
 HZ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0454.degrees latitude (g = 980.6199 gals.).
 HZ0454
 HZ0454.The modeled gravity was interpolated from observed gravity values.
 HZ0454
 HZ0454;                    North         East    Units  Estimated Accuracy
 HZ0454;SPC KY1Z     - 1,203,660.    1,584,660.      MT  (+/- 180 meters Scaled)
 HZ0454
 HZ0454                          SUPERSEDED SURVEY CONTROL
 HZ0454
 HZ0454  NGVD 29 (??/??/92)  248.150  (m)          814.14   (f) ADJ UNCH    2 0
 HZ0454
 HZ0454.Superseded values are not recommended for survey control.
 HZ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0454.See file dsdata.txt to determine how the superseded data were derived.
 HZ0454
 HZ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH941263(NAD 83)
 HZ0454_MARKER: DD = SURVEY DISK
 HZ0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0454_STAMPING: I64 L48 1960
 HZ0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0454+STABILITY: SURFACE MOTION
 HZ0454
 HZ0454  HISTORY     - Date     Condition        Report By
 HZ0454  HISTORY     - 1960     MONUMENTED       PAS
 HZ0454
 HZ0454                          STATION DESCRIPTION
 HZ0454
 HZ0454'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0454'3.5 MI SE FROM FRANKFORT.
 HZ0454'ABOUT 1.35 MILE SOUTH ALONG U.S. HIGHWAYS 60 AND 421 FROM THE
 HZ0454'JUNCTION OF U.S. HIGHWAYS 60, 421, 460 AND STATE HIGHWAY 1211
 HZ0454'AT ELKHORN SCHOOL ON THE EAST SIDE OF FRANKFORT, THENCE ABOUT
 HZ0454'2.55 MILE EAAST ALONG U.S. HIGHWAY 421, THENCE ABOUT 1.15 MILE
 HZ0454'SOUTH ALONG DUCKER ROAD, AT DUCKERS, ON THE LOUISVILLE AND
 HZ0454'NASHVILLE RAILROAD, 41 FEET NORTHEAST OF GRADE CROSSING OF OLD
 HZ0454'FRANKFORT ROAD, 31.8 FEET EAST OF EAST RAIL, 20 FEET SOUTHEAST
 HZ0454'OF TELEPHONE POLE, 15.5 FEET EAST OF MILE POST 73, 1.6 FEET
 HZ0454'WEST OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 HZ0454'DISK SET IN TOP OF A CONCRETE CYLINDER PROJECTING 3 INCHES AND
 HZ0454'STAMPED I64 L48 1960.  BENCH MARK IS 1.6 FEET NORTHWEST OF METAL
 HZ0454'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0462 ***********************************************************************
 HZ0462  DESIGNATION -  I64 L 49
 HZ0462  PID         -  HZ0462
 HZ0462  STATE/COUNTY-  KY/WOODFORD
 HZ0462  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0462
 HZ0462                         *CURRENT SURVEY CONTROL
 HZ0462  ___________________________________________________________________
 HZ0462* NAD 83(1986)-  38 10 35.     (N)    084 45 18.     (W)     SCALED    
 HZ0462* NAVD 88     -       243.491  (meters)     798.85   (feet)  ADJUSTED  
 HZ0462  ___________________________________________________________________
 HZ0462  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ0462  DYNAMIC HT  -         243.316 (meters)     798.28  (feet)  COMP
 HZ0462  MODELED GRAV-     979,907.3   (mgal)                       NAVD 88
 HZ0462
 HZ0462  VERT ORDER  -  SECOND    CLASS 0
 HZ0462
 HZ0462.The horizontal coordinates were scaled from a topographic map and have
 HZ0462.an estimated accuracy of +/- 6 seconds.
 HZ0462
 HZ0462.The orthometric height was determined by differential leveling
 HZ0462.and adjusted by the National Geodetic Survey in June 1991..
 HZ0462
 HZ0462.The geoid height was determined by GEOID03.
 HZ0462
 HZ0462.The dynamic height is computed by dividing the NAVD 88
 HZ0462.geopotential number by the normal gravity value computed on the
 HZ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0462.degrees latitude (g = 980.6199 gals.).
 HZ0462
 HZ0462.The modeled gravity was interpolated from observed gravity values.
 HZ0462
 HZ0462;                    North         East    Units  Estimated Accuracy
 HZ0462;SPC KY1Z     - 1,205,010.    1,587,180.      MT  (+/- 180 meters Scaled)
 HZ0462
 HZ0462                          SUPERSEDED SURVEY CONTROL
 HZ0462
 HZ0462  NGVD 29 (??/??/92)  243.660  (m)          799.41   (f) ADJ UNCH    2 0
 HZ0462
 HZ0462.Superseded values are not recommended for survey control.
 HZ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0462.See file dsdata.txt to determine how the superseded data were derived.
 HZ0462
 HZ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH966277(NAD 83)
 HZ0462_MARKER: DD = SURVEY DISK
 HZ0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0462_SP_SET: CULVERT
 HZ0462_STAMPING: I64 L49 1960
 HZ0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0462
 HZ0462  HISTORY     - Date     Condition        Report By
 HZ0462  HISTORY     - 1960     MONUMENTED       PAS
 HZ0462
 HZ0462                          STATION DESCRIPTION
 HZ0462
 HZ0462'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0462'4 MI NW FROM MIDWAY.
 HZ0462'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE
 HZ0462'IN MIDWAY, THENCE ABOUT 4.1 MILES WEST ALONG U.S. HIGHWAY 421,
 HZ0462'ABOUT 0.7 MILE EAST OF WOODFORD-FRANKLIN COUNTY LINE, 71.8
 HZ0462'FEET SOUTHEAST OF POWER POLE 164, 32 FEET SOUTH OF WIRE FENCE,
 HZ0462'28.7 FEET NORTH OF CENTER OF HIGHWAY IN THE TOP OF THE NORTH
 HZ0462'END OF HEADWALL OF L-SHAPED CONCRETE CULVERT.  A KENTUCKY DEPARTMENT
 HZ0462'OF HIGHWAYS BENCH MARK DISK STAMPED I64 L49 1960.  BENCH MARK
 HZ0462'IS 31.5 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0464 ***********************************************************************
 HZ0464  DESIGNATION -  I64 L 50
 HZ0464  PID         -  HZ0464
 HZ0464  STATE/COUNTY-  KY/WOODFORD
 HZ0464  USGS QUAD   -  MIDWAY (1984)
 HZ0464
 HZ0464                         *CURRENT SURVEY CONTROL
 HZ0464  ___________________________________________________________________
 HZ0464* NAD 83(1986)-  38 10 01.     (N)    084 44 32.     (W)     SCALED    
 HZ0464* NAVD 88     -       236.226  (meters)     775.02   (feet)  ADJUSTED  
 HZ0464  ___________________________________________________________________
 HZ0464  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ0464  DYNAMIC HT  -         236.057 (meters)     774.46  (feet)  COMP
 HZ0464  MODELED GRAV-     979,905.6   (mgal)                       NAVD 88
 HZ0464
 HZ0464  VERT ORDER  -  SECOND    CLASS 0
 HZ0464
 HZ0464.The horizontal coordinates were scaled from a topographic map and have
 HZ0464.an estimated accuracy of +/- 6 seconds.
 HZ0464
 HZ0464.The orthometric height was determined by differential leveling
 HZ0464.and adjusted by the National Geodetic Survey in June 1991..
 HZ0464
 HZ0464.The geoid height was determined by GEOID03.
 HZ0464
 HZ0464.The dynamic height is computed by dividing the NAVD 88
 HZ0464.geopotential number by the normal gravity value computed on the
 HZ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0464.degrees latitude (g = 980.6199 gals.).
 HZ0464
 HZ0464.The modeled gravity was interpolated from observed gravity values.
 HZ0464
 HZ0464;                    North         East    Units  Estimated Accuracy
 HZ0464;SPC KY1Z     - 1,203,980.    1,588,310.      MT  (+/- 180 meters Scaled)
 HZ0464
 HZ0464                          SUPERSEDED SURVEY CONTROL
 HZ0464
 HZ0464  NGVD 29 (??/??/92)  236.395  (m)          775.57   (f) ADJ UNCH    2 0
 HZ0464
 HZ0464.Superseded values are not recommended for survey control.
 HZ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0464.See file dsdata.txt to determine how the superseded data were derived.
 HZ0464
 HZ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH977267(NAD 83)
 HZ0464_MARKER: DD = SURVEY DISK
 HZ0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0464_STAMPING: I64 L50 1960
 HZ0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0464+STABILITY: SURFACE MOTION
 HZ0464
 HZ0464  HISTORY     - Date     Condition        Report By
 HZ0464  HISTORY     - 1960     MONUMENTED       PAS
 HZ0464
 HZ0464                          STATION DESCRIPTION
 HZ0464
 HZ0464'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0464'3.5 MI NW FROM MIDWAY.
 HZ0464'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE
 HZ0464'IN MIDWAY, THENCE ABOUT 3.3 MILES WEST ALONG U.S. HIGHWAY 421,
 HZ0464'THENCE ABOUT 0.4 MILE SOUTH ALONG WOODLAKE ROAD, ABOUT 0.9
 HZ0464'MILE NORTH OF SPRING STATION, 36 FEET NORTH-NORTHWEST OF DRIVEWAY
 HZ0464'INTERSECTION, 11 FEET WEST OF APPROXIMATE CENTER OF WOODLAKE
 HZ0464'ROAD, 1 FOOT EAST OF NORTH END OF STONE FENCE.  A KENTUCKY
 HZ0464'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE
 HZ0464'CYLINDER PROJECTRING 3 INCHES AND STAMPED I64 L50 1960.  BENCH
 HZ0464'MARK IS 2.2 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0466 ***********************************************************************
 HZ0466  DESIGNATION -  I64 L 51
 HZ0466  PID         -  HZ0466
 HZ0466  STATE/COUNTY-  KY/WOODFORD
 HZ0466  USGS QUAD   -  MIDWAY (1984)
 HZ0466
 HZ0466                         *CURRENT SURVEY CONTROL
 HZ0466  ___________________________________________________________________
 HZ0466* NAD 83(1986)-  38 09 34.     (N)    084 44 02.     (W)     SCALED    
 HZ0466* NAVD 88     -       257.578  (meters)     845.07   (feet)  ADJUSTED  
 HZ0466  ___________________________________________________________________
 HZ0466  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HZ0466  DYNAMIC HT  -         257.393 (meters)     844.46  (feet)  COMP
 HZ0466  MODELED GRAV-     979,904.3   (mgal)                       NAVD 88
 HZ0466
 HZ0466  VERT ORDER  -  SECOND    CLASS 0
 HZ0466
 HZ0466.The horizontal coordinates were scaled from a topographic map and have
 HZ0466.an estimated accuracy of +/- 6 seconds.
 HZ0466
 HZ0466.The orthometric height was determined by differential leveling
 HZ0466.and adjusted by the National Geodetic Survey in June 1991..
 HZ0466
 HZ0466.The geoid height was determined by GEOID03.
 HZ0466
 HZ0466.The dynamic height is computed by dividing the NAVD 88
 HZ0466.geopotential number by the normal gravity value computed on the
 HZ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0466.degrees latitude (g = 980.6199 gals.).
 HZ0466
 HZ0466.The modeled gravity was interpolated from observed gravity values.
 HZ0466
 HZ0466;                    North         East    Units  Estimated Accuracy
 HZ0466;SPC KY1Z     - 1,203,150.    1,589,050.      MT  (+/- 180 meters Scaled)
 HZ0466
 HZ0466                          SUPERSEDED SURVEY CONTROL
 HZ0466
 HZ0466  NGVD 29 (??/??/92)  257.746  (m)          845.62   (f) ADJ UNCH    2 0
 HZ0466
 HZ0466.Superseded values are not recommended for survey control.
 HZ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0466.See file dsdata.txt to determine how the superseded data were derived.
 HZ0466
 HZ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH985259(NAD 83)
 HZ0466_MARKER: DD = SURVEY DISK
 HZ0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0466_STAMPING: I64  L 51 1960
 HZ0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0466+STABILITY: SURFACE MOTION
 HZ0466
 HZ0466  HISTORY     - Date     Condition        Report By
 HZ0466  HISTORY     - 1960     MONUMENTED       PAS
 HZ0466
 HZ0466                          STATION DESCRIPTION
 HZ0466
 HZ0466'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0466'3 MI W FROM MIDWAY.
 HZ0466'ABOUT 0.15 MILE SOUTH ALONG U.S. HIGHWAY 62 FROM THE POST
 HZ0466'OFFICE IN MIDWAY, THENCE ABOUT 3.15 MILES WEST ALONG SPRING
 HZ0466'STATION ROAD, THENCE ABOUT 0.4 MILE NORTHEAST ALONG FARM ROAD,
 HZ0466'ABOUT 0.7 MILE NORTHEAST OF SPRING STATION, ON LAND OWNED BY
 HZ0466'DR. S.A. BLACKMAN, 99.8 FEET NORTHEAST OF NORTHEAST CORNER OF
 HZ0466'A 1 1/2 STORY BRICK HOUSE, 38.4 FEET WEST OF THREE WAY FENCE
 HZ0466'CORNER, 13.3 FEET EAST OF EAST GATE POST, 1.2 FEET SOUTH OF A
 HZ0466'WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HZ0466'SET IN TOP OF A CONCRETE CYLINDER PROJECTING 3 INCHES AND
 HZ0466'STAMPED I64 L51 1960.  BENCH MARK IS 3.0 FEET EAST OF METAL
 HZ0466'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0467 ***********************************************************************
 HZ0467  DESIGNATION -  I64 L 52
 HZ0467  PID         -  HZ0467
 HZ0467  STATE/COUNTY-  KY/WOODFORD
 HZ0467  USGS QUAD   -  MIDWAY (1984)
 HZ0467
 HZ0467                         *CURRENT SURVEY CONTROL
 HZ0467  ___________________________________________________________________
 HZ0467* NAD 83(1986)-  38 09 15.     (N)    084 42 58.     (W)     SCALED    
 HZ0467* NAVD 88     -       254.981  (meters)     836.55   (feet)  ADJUSTED  
 HZ0467  ___________________________________________________________________
 HZ0467  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ0467  DYNAMIC HT  -         254.798 (meters)     835.95  (feet)  COMP
 HZ0467  MODELED GRAV-     979,902.7   (mgal)                       NAVD 88
 HZ0467
 HZ0467  VERT ORDER  -  SECOND    CLASS 0
 HZ0467
 HZ0467.The horizontal coordinates were scaled from a topographic map and have
 HZ0467.an estimated accuracy of +/- 6 seconds.
 HZ0467
 HZ0467.The orthometric height was determined by differential leveling
 HZ0467.and adjusted by the National Geodetic Survey in June 1991..
 HZ0467
 HZ0467.The geoid height was determined by GEOID03.
 HZ0467
 HZ0467.The dynamic height is computed by dividing the NAVD 88
 HZ0467.geopotential number by the normal gravity value computed on the
 HZ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0467.degrees latitude (g = 980.6199 gals.).
 HZ0467
 HZ0467.The modeled gravity was interpolated from observed gravity values.
 HZ0467
 HZ0467;                    North         East    Units  Estimated Accuracy
 HZ0467;SPC KY1Z     - 1,202,580.    1,590,610.      MT  (+/- 180 meters Scaled)
 HZ0467
 HZ0467                          SUPERSEDED SURVEY CONTROL
 HZ0467
 HZ0467  NGVD 29 (??/??/92)  255.149  (m)          837.10   (f) ADJ UNCH    2 0
 HZ0467
 HZ0467.Superseded values are not recommended for survey control.
 HZ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0467.See file dsdata.txt to determine how the superseded data were derived.
 HZ0467
 HZ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH001253(NAD 83)
 HZ0467_MARKER: DD = SURVEY DISK
 HZ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0467_STAMPING: I64 L52 1960
 HZ0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0467+STABILITY: SURFACE MOTION
 HZ0467
 HZ0467  HISTORY     - Date     Condition        Report By
 HZ0467  HISTORY     - 1960     MONUMENTED       PAS
 HZ0467
 HZ0467                          STATION DESCRIPTION
 HZ0467
 HZ0467'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0467'1.8 MI W FROM MIDWAY.
 HZ0467'ABOUT 2.2 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0467'FROM THE STATION IN MIDWAY, ABOUT 0.4 MILE SOUTHWEST OF MILE
 HZ0467'POST 78, ABOUT 100 YARDS NORTHEAST OF A STONE ARCH TYPE OVERPASS
 HZ0467'OVER FARM ROAD, AT A PRIVATE FARM ROAD CROSSING, 48 FEET
 HZ0467'SOUTH-SOUTHWEST OF CROSSING, 24.2 FEET SOUTHEAST OF SOUTH RAIL,
 HZ0467'11.2 FEET SOUTHWEST OF GATE POST AND 1.4 FEET NORTHWEST OF
 HZ0467'WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HZ0467'SET IN TOP OF A CONCRETE CYLINDER PROJECTING 3 INCHES AND STAMPED
 HZ0467'I64 L52 1960.  BENCH MARK IS 1.9 FEET NORTH OF METAL WITNESS
 HZ0467'POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0468 ***********************************************************************
 HZ0468  DESIGNATION -  I64 L 53
 HZ0468  PID         -  HZ0468
 HZ0468  STATE/COUNTY-  KY/WOODFORD
 HZ0468  USGS QUAD   -  MIDWAY (1984)
 HZ0468
 HZ0468                         *CURRENT SURVEY CONTROL
 HZ0468  ___________________________________________________________________
 HZ0468* NAD 83(1986)-  38 09 17.     (N)    084 42 10.     (W)     SCALED    
 HZ0468* NAVD 88     -       257.062  (meters)     843.38   (feet)  ADJUSTED  
 HZ0468  ___________________________________________________________________
 HZ0468  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ0468  DYNAMIC HT  -         256.877 (meters)     842.77  (feet)  COMP
 HZ0468  MODELED GRAV-     979,902.2   (mgal)                       NAVD 88
 HZ0468
 HZ0468  VERT ORDER  -  SECOND    CLASS 0
 HZ0468
 HZ0468.The horizontal coordinates were scaled from a topographic map and have
 HZ0468.an estimated accuracy of +/- 6 seconds.
 HZ0468
 HZ0468.The orthometric height was determined by differential leveling
 HZ0468.and adjusted by the National Geodetic Survey in June 1991..
 HZ0468
 HZ0468.The geoid height was determined by GEOID03.
 HZ0468
 HZ0468.The dynamic height is computed by dividing the NAVD 88
 HZ0468.geopotential number by the normal gravity value computed on the
 HZ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0468.degrees latitude (g = 980.6199 gals.).
 HZ0468
 HZ0468.The modeled gravity was interpolated from observed gravity values.
 HZ0468
 HZ0468;                    North         East    Units  Estimated Accuracy
 HZ0468;SPC KY1Z     - 1,202,660.    1,591,780.      MT  (+/- 180 meters Scaled)
 HZ0468
 HZ0468                          SUPERSEDED SURVEY CONTROL
 HZ0468
 HZ0468  NGVD 29 (??/??/92)  257.230  (m)          843.93   (f) ADJ UNCH    2 0
 HZ0468
 HZ0468.Superseded values are not recommended for survey control.
 HZ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0468.See file dsdata.txt to determine how the superseded data were derived.
 HZ0468
 HZ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH012254(NAD 83)
 HZ0468_MARKER: DD = SURVEY DISK
 HZ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0468_STAMPING: I64 L53 1960
 HZ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0468+STABILITY: SURFACE MOTION
 HZ0468
 HZ0468  HISTORY     - Date     Condition        Report By
 HZ0468  HISTORY     - 1960     MONUMENTED       PAS
 HZ0468
 HZ0468                          STATION DESCRIPTION
 HZ0468
 HZ0468'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0468'1 MI W FROM MIDWAY.
 HZ0468'ABOUT 1.4 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0468'FROM THE STATION IN MIDWAY, ABOUT 0.4 MILE EAST OF MILE POST
 HZ0468'78, AT A PRIVATE ROAD CROSSING, ABOUT 130 FEET NORTHWEST OF
 HZ0468'CROSSING, 21 FEET WEST OF TELEPHONE POLE, 16.5 FEET SOUTHWEST
 HZ0468'OF WIRE FENCE, 8.2 FEET NORTHEAST OF NORTH RAIL AND ABOUT 2
 HZ0468'FEET LOWER THAN TRACK.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0468'BENCH MARK DISK SET IN TOP OF A CONCRETE CYLINDER PROJECTING
 HZ0468'2 INCHES AND STAMPED I64 L53 1960.  BENCH MARK IS 2.9 FEET
 HZ0468'SOUTHWEST OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0469 ***********************************************************************
 HZ0469  DESIGNATION -  I64 L 54
 HZ0469  PID         -  HZ0469
 HZ0469  STATE/COUNTY-  KY/WOODFORD
 HZ0469  USGS QUAD   -  MIDWAY (1984)
 HZ0469
 HZ0469                         *CURRENT SURVEY CONTROL
 HZ0469  ___________________________________________________________________
 HZ0469* NAD 83(1986)-  38 08 59.     (N)    084 41 35.     (W)     SCALED    
 HZ0469* NAVD 88     -       254.716  (meters)     835.68   (feet)  ADJUSTED  
 HZ0469  ___________________________________________________________________
 HZ0469  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HZ0469  DYNAMIC HT  -         254.532 (meters)     835.08  (feet)  COMP
 HZ0469  MODELED GRAV-     979,901.1   (mgal)                       NAVD 88
 HZ0469
 HZ0469  VERT ORDER  -  SECOND    CLASS 0
 HZ0469
 HZ0469.The horizontal coordinates were scaled from a topographic map and have
 HZ0469.an estimated accuracy of +/- 6 seconds.
 HZ0469
 HZ0469.The orthometric height was determined by differential leveling
 HZ0469.and adjusted by the National Geodetic Survey in June 1991..
 HZ0469
 HZ0469.The geoid height was determined by GEOID03.
 HZ0469
 HZ0469.The dynamic height is computed by dividing the NAVD 88
 HZ0469.geopotential number by the normal gravity value computed on the
 HZ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0469.degrees latitude (g = 980.6199 gals.).
 HZ0469
 HZ0469.The modeled gravity was interpolated from observed gravity values.
 HZ0469
 HZ0469;                    North         East    Units  Estimated Accuracy
 HZ0469;SPC KY1Z     - 1,202,110.    1,592,640.      MT  (+/- 180 meters Scaled)
 HZ0469
 HZ0469                          SUPERSEDED SURVEY CONTROL
 HZ0469
 HZ0469  NGVD 29 (??/??/92)  254.883  (m)          836.23   (f) ADJ UNCH    2 0
 HZ0469
 HZ0469.Superseded values are not recommended for survey control.
 HZ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0469.See file dsdata.txt to determine how the superseded data were derived.
 HZ0469
 HZ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH021249(NAD 83)
 HZ0469_MARKER: DD = SURVEY DISK
 HZ0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0469_STAMPING: I64 L54 1960
 HZ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0469+STABILITY: SURFACE MOTION
 HZ0469
 HZ0469  HISTORY     - Date     Condition        Report By
 HZ0469  HISTORY     - 1960     MONUMENTED       PAS
 HZ0469
 HZ0469                          STATION DESCRIPTION
 HZ0469
 HZ0469'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0469'0.5 MI W FROM MIDWAY.
 HZ0469'ABOUT 0.65 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0469'FROM THE STATION IN MIDWAY, ABOUT 0.2 MILE EAST OF MILE POST
 HZ0469'79, AT A PRIVATE ROAD CROSSING TO HURSTLAND FARM, 32.5 FEET
 HZ0469'NORTHEAST OF CROSSING, 15.2 FEET NORTH OF THE NORTH RAIL, 9.0
 HZ0469'FEET EAST OF FENCE CORNER, 1.9 FEET SOUTH OF WIRE FENCE AND
 HZ0469'ABOUT 0.5 FOOT LOWER THAN TRACK.  A KENTUCKY DEPARTMENT OF
 HZ0469'HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE CYLINDER
 HZ0469'PROJECTING 3 INCHES AND STAMPED I64 L54 1960.  BENCH MARK IS
 HZ0469'1.9 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0470 ***********************************************************************
 HZ0470  DESIGNATION -  I64 L 55
 HZ0470  PID         -  HZ0470
 HZ0470  STATE/COUNTY-  KY/WOODFORD
 HZ0470  USGS QUAD   -  MIDWAY (1984)
 HZ0470
 HZ0470                         *CURRENT SURVEY CONTROL
 HZ0470  ___________________________________________________________________
 HZ0470* NAD 83(1986)-  38 09 30.     (N)    084 40 47.     (W)     SCALED    
 HZ0470* NAVD 88     -       242.578  (meters)     795.86   (feet)  ADJUSTED  
 HZ0470  ___________________________________________________________________
 HZ0470  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HZ0470  DYNAMIC HT  -         242.403 (meters)     795.28  (feet)  COMP
 HZ0470  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 HZ0470
 HZ0470  VERT ORDER  -  SECOND    CLASS 0
 HZ0470
 HZ0470.The horizontal coordinates were scaled from a topographic map and have
 HZ0470.an estimated accuracy of +/- 6 seconds.
 HZ0470
 HZ0470.The orthometric height was determined by differential leveling
 HZ0470.and adjusted by the National Geodetic Survey in June 1991..
 HZ0470
 HZ0470.The geoid height was determined by GEOID03.
 HZ0470
 HZ0470.The dynamic height is computed by dividing the NAVD 88
 HZ0470.geopotential number by the normal gravity value computed on the
 HZ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0470.degrees latitude (g = 980.6199 gals.).
 HZ0470
 HZ0470.The modeled gravity was interpolated from observed gravity values.
 HZ0470
 HZ0470;                    North         East    Units  Estimated Accuracy
 HZ0470;SPC KY1Z     - 1,203,080.    1,593,790.      MT  (+/- 180 meters Scaled)
 HZ0470
 HZ0470                          SUPERSEDED SURVEY CONTROL
 HZ0470
 HZ0470  NGVD 29 (??/??/92)  242.745  (m)          796.41   (f) ADJ UNCH    2 0
 HZ0470
 HZ0470.Superseded values are not recommended for survey control.
 HZ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0470.See file dsdata.txt to determine how the superseded data were derived.
 HZ0470
 HZ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH032259(NAD 83)
 HZ0470_MARKER: DD = SURVEY DISK
 HZ0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0470_STAMPING: I64 L55 1960
 HZ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0470+STABILITY: SURFACE MOTION
 HZ0470
 HZ0470  HISTORY     - Date     Condition        Report By
 HZ0470  HISTORY     - 1960     MONUMENTED       PAS
 HZ0470  HISTORY     - 1971     POOR             NGS
 HZ0470
 HZ0470                          STATION DESCRIPTION
 HZ0470
 HZ0470'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0470'0.5 MI N FROM MIDWAY.
 HZ0470'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE
 HZ0470'IN MIDWAY, AT THE JUNCTION OF U.S. HIGHWAYS 62 AND 421, AT THE
 HZ0470'WEST END OF TRIANGLE FORMED BY HIGHWAY JUNCTION, 53 FEET NORTH OF
 HZ0470'APPROXIMATE CENTER OF U.S. HIGHWAY 62, 26 FEET SOUTH OF APPROXIMATE
 HZ0470'CENTER OF U.S. HIGHWAY 421, 22.3 FEET WEST OF CONCRETE CULVERT
 HZ0470'UNDER U.S. HIGHWAY 421, 4.0 FEET EAST OF A CONCRETE POST
 HZ0470'SUPPORTING METAL GUARD RAIL AT WEST END OF TRIANGLE.  A KENTUCKY
 HZ0470'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 HZ0470'POST PROJECTING 3 INCHES AND STAMPED I64 L55 1960.  BENCH MARK
 HZ0470'IS 2.3 FEET EAST OF METAL WITNESS POST AND SIGN.  NOTE-- CHANGES
 HZ0470'ARE BEING MADE TO CONFIRM WITH INTERSTATE ROUTE 64.
 HZ0470
 HZ0470                          STATION RECOVERY (1971)
 HZ0470
 HZ0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HZ0470'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0471 ***********************************************************************
 HZ0471  DESIGNATION -  I64 L 55 RESET
 HZ0471  PID         -  HZ0471
 HZ0471  STATE/COUNTY-  KY/WOODFORD
 HZ0471  USGS QUAD   -  MIDWAY (1984)
 HZ0471
 HZ0471                         *CURRENT SURVEY CONTROL
 HZ0471  ___________________________________________________________________
 HZ0471* NAD 83(1986)-  38 09 30.     (N)    084 40 47.     (W)     SCALED    
 HZ0471* NAVD 88     -       241.18   (meters)     791.3    (feet)  RESET     
 HZ0471  ___________________________________________________________________
 HZ0471  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HZ0471
 HZ0471  VERT ORDER  -  THIRD
 HZ0471
 HZ0471.The horizontal coordinates were scaled from a topographic map and have
 HZ0471.an estimated accuracy of +/- 6 seconds.
 HZ0471
 HZ0471.The orthometric height was computed from unverified reset data.
 HZ0471.No vertical observational check was made to the station.
 HZ0471
 HZ0471.The geoid height was determined by GEOID03.
 HZ0471
 HZ0471;                    North         East    Units  Estimated Accuracy
 HZ0471;SPC KY1Z     - 1,203,080.    1,593,790.      MT  (+/- 180 meters Scaled)
 HZ0471
 HZ0471                          SUPERSEDED SURVEY CONTROL
 HZ0471
 HZ0471  NGVD 29 (??/??/??)  241.34   (m)          791.8    (f) RESET       3  
 HZ0471
 HZ0471.Superseded values are not recommended for survey control.
 HZ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0471.See file dsdata.txt to determine how the superseded data were derived.
 HZ0471
 HZ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH032259(NAD 83)
 HZ0471_MARKER: DB = BENCH MARK DISK
 HZ0471_SETTING: 66 = SET IN ROCK OUTCROP
 HZ0471_SP_SET: BEDROCK
 HZ0471_STAMPING: I64 L55 RESET 1971
 HZ0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ0471+STABILITY: POSITION/ELEVATION WELL
 HZ0471
 HZ0471  HISTORY     - Date     Condition        Report By
 HZ0471  HISTORY     - 1971     MONUMENTED       NGS
 HZ0471
 HZ0471                          STATION DESCRIPTION
 HZ0471
 HZ0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HZ0471'0.5 MI N FROM MIDWAY.
 HZ0471'ABOUT 0.8 OF A MILE NORTH ALONG U.S. HIGHWAY 62 FROM THE
 HZ0471'POST OFFICE IN MIDWAY, NEAR THE JUNCTION OF U.S. HIGHWAYS 62
 HZ0471'AND 421, 103 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 HZ0471'421, 46 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 62,
 HZ0471'21.5 FEET SOUTH OF A POWERLINE TRANSFORMER POLE, AND 3.5 FEET
 HZ0471'SOUTH OF A METAL WITNESS SIGN ATTACHED TO THE RIGHT-OF-WAY FENCE.
 HZ0471'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING LIMESTONE
 HZ0471'BEDROCK, AND THE DISK IS STAMPED I64 L55 RESET 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0476 ***********************************************************************
 HZ0476  DESIGNATION -  I64 L 56
 HZ0476  PID         -  HZ0476
 HZ0476  STATE/COUNTY-  KY/SCOTT
 HZ0476  USGS QUAD   -  MIDWAY (1984)
 HZ0476
 HZ0476                         *CURRENT SURVEY CONTROL
 HZ0476  ___________________________________________________________________
 HZ0476* NAD 83(1986)-  38 09 32.     (N)    084 38 19.     (W)     SCALED    
 HZ0476* NAVD 88     -       257.359  (meters)     844.35   (feet)  ADJUSTED  
 HZ0476  ___________________________________________________________________
 HZ0476  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HZ0476  DYNAMIC HT  -         257.173 (meters)     843.74  (feet)  COMP
 HZ0476  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 HZ0476
 HZ0476  VERT ORDER  -  SECOND    CLASS 0
 HZ0476
 HZ0476.The horizontal coordinates were scaled from a topographic map and have
 HZ0476.an estimated accuracy of +/- 6 seconds.
 HZ0476
 HZ0476.The orthometric height was determined by differential leveling
 HZ0476.and adjusted by the National Geodetic Survey in June 1991..
 HZ0476
 HZ0476.The geoid height was determined by GEOID03.
 HZ0476
 HZ0476.The dynamic height is computed by dividing the NAVD 88
 HZ0476.geopotential number by the normal gravity value computed on the
 HZ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0476.degrees latitude (g = 980.6199 gals.).
 HZ0476
 HZ0476.The modeled gravity was interpolated from observed gravity values.
 HZ0476
 HZ0476;                    North         East    Units  Estimated Accuracy
 HZ0476;SPC KY1Z     - 1,203,190.    1,597,400.      MT  (+/- 180 meters Scaled)
 HZ0476
 HZ0476                          SUPERSEDED SURVEY CONTROL
 HZ0476
 HZ0476  NGVD 29 (??/??/92)  257.525  (m)          844.90   (f) ADJ UNCH    2 0
 HZ0476
 HZ0476.Superseded values are not recommended for survey control.
 HZ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0476.See file dsdata.txt to determine how the superseded data were derived.
 HZ0476
 HZ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH068260(NAD 83)
 HZ0476_MARKER: DD = SURVEY DISK
 HZ0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0476_STAMPING: I 64 L 56 1960
 HZ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0476+STABILITY: SURFACE MOTION
 HZ0476
 HZ0476  HISTORY     - Date     Condition        Report By
 HZ0476  HISTORY     - 1960     MONUMENTED       PAS
 HZ0476
 HZ0476                          STATION DESCRIPTION
 HZ0476
 HZ0476'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0476'2.5 MI NE FROM MIDWAY.
 HZ0476'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE
 HZ0476'IN MIDWAY, THENCE ABOUT 1.7 MILES NORTH AND EAST ALONG MOORES
 HZ0476'MILL ROAD, AT A T-ROAD INTERSECTION NORTH, 69 FEET NORTH OF
 HZ0476'INTERSECTION, 16.5 FEET EAST OF APPROXIMATE CENTER OF ROAD
 HZ0476'NORTH, 6.0 FEET NORTHWEST OF SOUTHWEST CORNER OF BARN, AND ABOUT
 HZ0476'2 FEET HIGHER THAN THE ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0476'BENCH MARK DISK SET IN TOP OF A CONCRETE CYLINDER PROJECTING
 HZ0476'2 INCHES AND STAMPED I64 L56 1960.  BENCH MARK IS 1.9 FEET WEST
 HZ0476'OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0488 ***********************************************************************
 HZ0488  DESIGNATION -  I64 L 57
 HZ0488  PID         -  HZ0488
 HZ0488  STATE/COUNTY-  KY/SCOTT
 HZ0488  USGS QUAD   -  GEORGETOWN (1993)
 HZ0488
 HZ0488                         *CURRENT SURVEY CONTROL
 HZ0488  ___________________________________________________________________
 HZ0488* NAD 83(1986)-  38 09 02.     (N)    084 34 53.     (W)     SCALED    
 HZ0488* NAVD 88     -       271.542  (meters)     890.88   (feet)  ADJUSTED  
 HZ0488  ___________________________________________________________________
 HZ0488  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ0488  DYNAMIC HT  -         271.344 (meters)     890.23  (feet)  COMP
 HZ0488  MODELED GRAV-     979,895.3   (mgal)                       NAVD 88
 HZ0488
 HZ0488  VERT ORDER  -  SECOND    CLASS 0
 HZ0488
 HZ0488.The horizontal coordinates were scaled from a topographic map and have
 HZ0488.an estimated accuracy of +/- 6 seconds.
 HZ0488
 HZ0488.The orthometric height was determined by differential leveling
 HZ0488.and adjusted by the National Geodetic Survey in June 1991..
 HZ0488
 HZ0488.The geoid height was determined by GEOID03.
 HZ0488
 HZ0488.The dynamic height is computed by dividing the NAVD 88
 HZ0488.geopotential number by the normal gravity value computed on the
 HZ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0488.degrees latitude (g = 980.6199 gals.).
 HZ0488
 HZ0488.The modeled gravity was interpolated from observed gravity values.
 HZ0488
 HZ0488;                    North         East    Units  Estimated Accuracy
 HZ0488;SPC KY1Z     - 1,202,320.    1,602,420.      MT  (+/- 180 meters Scaled)
 HZ0488
 HZ0488                          SUPERSEDED SURVEY CONTROL
 HZ0488
 HZ0488  NGVD 29 (??/??/92)  271.704  (m)          891.42   (f) ADJ UNCH    2 0
 HZ0488
 HZ0488.Superseded values are not recommended for survey control.
 HZ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0488.See file dsdata.txt to determine how the superseded data were derived.
 HZ0488
 HZ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH119252(NAD 83)
 HZ0488_MARKER: DD = SURVEY DISK
 HZ0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0488_STAMPING: I64 L57 1960
 HZ0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0488+STABILITY: SURFACE MOTION
 HZ0488
 HZ0488  HISTORY     - Date     Condition        Report By
 HZ0488  HISTORY     - 1960     MONUMENTED       PAS
 HZ0488
 HZ0488                          STATION DESCRIPTION
 HZ0488
 HZ0488'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0488'5.5 MI E FROM MIDWAY.
 HZ0488'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE
 HZ0488'IN MIDWAY, THENCE ABOUT 6.3 MILES SOUTHEAST ALONG U.S. HIGHWAY
 HZ0488'421, THENCE ABOUT 2.45 MILES NORTHEAST ALONG YARNALTON ROAD TO A
 HZ0488'SHARP CURVE LEFT NEAR A T-ROAD INTERSECTION NORTH, CONTINUE WEST
 HZ0488'FOR 0.4 MILE TO A SHARP CURVE LEFT AND DRIVE WEST AT ENTRANCE
 HZ0488'TO MR. HUGHES HAMILTONS FARM, CONTINUE WEST ON DRIVE FOR 0.7 MILE
 HZ0488'TO A 2 STORY BRICK DWELLING (HAMILTONS RESIDENCE), 99 FEET
 HZ0488'NORTHWEST OF CENTER OF DRIVE AT DOUBLE GATES, 21.3 FEET NORTHEAST
 HZ0488'OF NORTHEAST CORNER OF HAMILTONS RESIDENCE, 12.5 FEET SOUTHWEST
 HZ0488'OF A 24 INCH LOCUST TREE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ0488'MARK DISK SET IN TOP OF A CONCRETE CYLINDER FLUSH WITH GROUND
 HZ0488'AND STAMPED I64 L57 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0513 ***********************************************************************
 HZ0513  DESIGNATION -  I64 L 57 A
 HZ0513  PID         -  HZ0513
 HZ0513  STATE/COUNTY-  KY/SCOTT
 HZ0513  USGS QUAD   -  GEORGETOWN (1993)
 HZ0513
 HZ0513                         *CURRENT SURVEY CONTROL
 HZ0513  ___________________________________________________________________
 HZ0513* NAD 83(1986)-  38 09 43.     (N)    084 34 14.     (W)     SCALED    
 HZ0513* NAVD 88     -       265.772  (meters)     871.95   (feet)  ADJUSTED  
 HZ0513  ___________________________________________________________________
 HZ0513  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ0513  DYNAMIC HT  -         265.578 (meters)     871.32  (feet)  COMP
 HZ0513  MODELED GRAV-     979,895.7   (mgal)                       NAVD 88
 HZ0513
 HZ0513  VERT ORDER  -  SECOND    CLASS 0
 HZ0513
 HZ0513.The horizontal coordinates were scaled from a topographic map and have
 HZ0513.an estimated accuracy of +/- 6 seconds.
 HZ0513
 HZ0513.The orthometric height was determined by differential leveling
 HZ0513.and adjusted by the National Geodetic Survey in June 1991..
 HZ0513
 HZ0513.The geoid height was determined by GEOID03.
 HZ0513
 HZ0513.The dynamic height is computed by dividing the NAVD 88
 HZ0513.geopotential number by the normal gravity value computed on the
 HZ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0513.degrees latitude (g = 980.6199 gals.).
 HZ0513
 HZ0513.The modeled gravity was interpolated from observed gravity values.
 HZ0513
 HZ0513;                    North         East    Units  Estimated Accuracy
 HZ0513;SPC KY1Z     - 1,203,600.    1,603,350.      MT  (+/- 180 meters Scaled)
 HZ0513
 HZ0513                          SUPERSEDED SURVEY CONTROL
 HZ0513
 HZ0513  NGVD 29 (??/??/92)  265.94   (m)          872.5    (f) COMPUTED    2 0
 HZ0513
 HZ0513.Superseded values are not recommended for survey control.
 HZ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0513.See file dsdata.txt to determine how the superseded data were derived.
 HZ0513
 HZ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH128265(NAD 83)
 HZ0513_MARKER: DD = SURVEY DISK
 HZ0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0513_SP_SET: STEP
 HZ0513_STAMPING: I64 L57A 1960
 HZ0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0513
 HZ0513  HISTORY     - Date     Condition        Report By
 HZ0513  HISTORY     - 1960     MONUMENTED       PAS
 HZ0513
 HZ0513                          STATION DESCRIPTION
 HZ0513
 HZ0513'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0513'3 MI S FROM GEORGETOWN.
 HZ0513'ABOUT 3.1 MILES SOUTH ALONG U.S. HIGHWAY 25 FROM THE JUNCTION
 HZ0513'OF U.S. HIGHWAYS 25, 227, 460 AND 62 IN GEORGETOWN, THENCE ABOUT
 HZ0513'1.55 MILES NORTHWEST ALONG IRONWORKS PIKE, 13.5 FEET SOUTH OF
 HZ0513'APPROXIMATE CENTER OF IRONWORKS PIKE, 9 FEET WEST OF APPROXIMATE
 HZ0513'CENTER OF DRIVE, 5.0 FEET NORTHEAST OF THE EAST END OF STONE FENCE.
 HZ0513'IN THE TOP OF THE EAST END OF BOTTOM CONCRETE STEP AT MAIL BOX.
 HZ0513'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK STAMPED 164 L57A
 HZ0513'1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0185 ***********************************************************************
 HZ0185  DESIGNATION -  I64 L 58
 HZ0185  PID         -  HZ0185
 HZ0185  STATE/COUNTY-  KY/FAYETTE
 HZ0185  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0185
 HZ0185                         *CURRENT SURVEY CONTROL
 HZ0185  ___________________________________________________________________
 HZ0185* NAD 83(1986)-  38 02 39.     (N)    084 20 00.     (W)     SCALED    
 HZ0185* NAVD 88     -       296.298  (meters)     972.10   (feet)  ADJUSTED  
 HZ0185  ___________________________________________________________________
 HZ0185  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HZ0185  DYNAMIC HT  -         296.083 (meters)     971.40  (feet)  COMP
 HZ0185  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 HZ0185
 HZ0185  VERT ORDER  -  SECOND    CLASS 0
 HZ0185
 HZ0185.The horizontal coordinates were scaled from a topographic map and have
 HZ0185.an estimated accuracy of +/- 6 seconds.
 HZ0185
 HZ0185.The orthometric height was determined by differential leveling
 HZ0185.and adjusted by the National Geodetic Survey in June 1991..
 HZ0185
 HZ0185.The geoid height was determined by GEOID03.
 HZ0185
 HZ0185.The dynamic height is computed by dividing the NAVD 88
 HZ0185.geopotential number by the normal gravity value computed on the
 HZ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0185.degrees latitude (g = 980.6199 gals.).
 HZ0185
 HZ0185.The modeled gravity was interpolated from observed gravity values.
 HZ0185
 HZ0185;                    North         East    Units  Estimated Accuracy
 HZ0185;SPC KY1Z     - 1,190,820.    1,624,340.      MT  (+/- 180 meters Scaled)
 HZ0185
 HZ0185                          SUPERSEDED SURVEY CONTROL
 HZ0185
 HZ0185  NGVD 29 (??/??/92)  296.450  (m)          972.60   (f) ADJ UNCH    2 0
 HZ0185
 HZ0185.Superseded values are not recommended for survey control.
 HZ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0185.See file dsdata.txt to determine how the superseded data were derived.
 HZ0185
 HZ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH340140(NAD 83)
 HZ0185_MARKER: DD = SURVEY DISK
 HZ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0185_STAMPING: I64-L58-1960
 HZ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0185+STABILITY: SURFACE MOTION
 HZ0185
 HZ0185  HISTORY     - Date     Condition        Report By
 HZ0185  HISTORY     - 1960     MONUMENTED       PAS
 HZ0185
 HZ0185                          STATION DESCRIPTION
 HZ0185
 HZ0185'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0185'9 MI NW FROM WINCHESTER.
 HZ0185'ABOUT 0.1 MILE SOUTH ALONG MAIN STREET, FROM THE CLARK COUNTY
 HZ0185'COURTHOUSE IN WINCHESTER, THENCE ABOUT 9.35 MILES WEST ALONG
 HZ0185'U.S. HIGHWAY 60, THENCE ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY
 HZ0185'859, THENCE ABOUT 0.4 MILE NORTHWEST ALONG GRAVEL DRIVE ON
 HZ0185'PROPERTY OWNED BY MR. C.C. HALEY, ABOUT 123 FEET SOUTHEAST OF THE
 HZ0185'SOUTHEAST CORNER OF HALEY RESIDENCE, 80 FEET SOUTHWEST OF DRIVE AT
 HZ0185'CATTLE GUARD, 30 FEET NORTHEAST OF A 24 INCH MAPLE TREE, 26 FEET
 HZ0185'SOUTHWEST OF A 30 INCH MAPLE TREE, 1 FOOT NORTHWEST OF WIRE FENCE.
 HZ0185'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A
 HZ0185'CONCRETE CYLINDER FLUSH WITH GROUND AND STAMPED I64-L58-1960.
 HZ0185'BENCH MARK IS 1.8 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0190 ***********************************************************************
 HZ0190  DESIGNATION -  I64 L 59
 HZ0190  PID         -  HZ0190
 HZ0190  STATE/COUNTY-  KY/FAYETTE
 HZ0190  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0190
 HZ0190                         *CURRENT SURVEY CONTROL
 HZ0190  ___________________________________________________________________
 HZ0190* NAD 83(1986)-  38 02 11.     (N)    084 18 08.     (W)     SCALED    
 HZ0190* NAVD 88     -       313.818  (meters)    1029.58   (feet)  ADJUSTED  
 HZ0190  ___________________________________________________________________
 HZ0190  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HZ0190  DYNAMIC HT  -         313.590 (meters)    1028.84  (feet)  COMP
 HZ0190  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 HZ0190
 HZ0190  VERT ORDER  -  SECOND    CLASS 0
 HZ0190
 HZ0190.The horizontal coordinates were scaled from a topographic map and have
 HZ0190.an estimated accuracy of +/- 6 seconds.
 HZ0190
 HZ0190.The orthometric height was determined by differential leveling
 HZ0190.and adjusted by the National Geodetic Survey in June 1991..
 HZ0190
 HZ0190.The geoid height was determined by GEOID03.
 HZ0190
 HZ0190.The dynamic height is computed by dividing the NAVD 88
 HZ0190.geopotential number by the normal gravity value computed on the
 HZ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0190.degrees latitude (g = 980.6199 gals.).
 HZ0190
 HZ0190.The modeled gravity was interpolated from observed gravity values.
 HZ0190
 HZ0190;                    North         East    Units  Estimated Accuracy
 HZ0190;SPC KY1Z     - 1,190,000.    1,627,080.      MT  (+/- 180 meters Scaled)
 HZ0190
 HZ0190                          SUPERSEDED SURVEY CONTROL
 HZ0190
 HZ0190  NGVD 29 (??/??/92)  313.968  (m)         1030.08   (f) ADJ UNCH    2 0
 HZ0190
 HZ0190.Superseded values are not recommended for survey control.
 HZ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0190.See file dsdata.txt to determine how the superseded data were derived.
 HZ0190
 HZ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH367132(NAD 83)
 HZ0190_MARKER: DD = SURVEY DISK
 HZ0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0190_STAMPING: I64-L59-1960
 HZ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0190+STABILITY: SURFACE MOTION
 HZ0190
 HZ0190  HISTORY     - Date     Condition        Report By
 HZ0190  HISTORY     - 1960     MONUMENTED       CGS
 HZ0190
 HZ0190                          STATION DESCRIPTION
 HZ0190
 HZ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HZ0190'7.5 MI NW FROM WINCHESTER.
 HZ0190'ABOUT 0.1 MILE SOUTH ALONG MAIN STREET FROM THE CLARK COUNTY
 HZ0190'COURTHOUSE IN WINCHESTER, THENCE ABOUT 7.4 MILES WEST ALONG
 HZ0190'U.S. HIGHWAY 60, THENCE ABOUT 0.6 MILE NORTH ALONG GRAVEL FARM
 HZ0190'ROAD ON PROPERTY OWNED BY MR. DAVIS PREWITT, 110 FEET SOUTHEAST OF
 HZ0190'FORK IN FARM ROADS, 78.5 FEET SOUTH SOUTHEAST SOUTH FACE OF CONE
 HZ0190'SILO, 66 FEET SOUTH OF CENTER OF FARM ROAD AT GATE, 1.2 FEET
 HZ0190'NORTH OF FENCE CORNER.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ0190'MARK DISK SET IN TOP OF A CONCRETE CYLINDER PROJECTING 1 INCH AND
 HZ0190'STAMPED I64-L59-1960.  BENCH MARK IS 0.8 FOOT WEST OF METAL WITNESS
 HZ0190'POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1648 ***********************************************************************
 HZ1648  DESIGNATION -  I64 L 6
 HZ1648  PID         -  HZ1648
 HZ1648  STATE/COUNTY-  KY/JEFFERSON
 HZ1648  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ1648
 HZ1648                         *CURRENT SURVEY CONTROL
 HZ1648  ___________________________________________________________________
 HZ1648* NAD 83(1986)-  38 14 37.     (N)    085 38 24.     (W)     SCALED    
 HZ1648* NAVD 88     -       162.271  (meters)     532.38   (feet)  ADJUSTED  
 HZ1648  ___________________________________________________________________
 HZ1648  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1648  DYNAMIC HT  -         162.161 (meters)     532.02  (feet)  COMP
 HZ1648  MODELED GRAV-     979,948.9   (mgal)                       NAVD 88
 HZ1648
 HZ1648  VERT ORDER  -  SECOND    CLASS 0
 HZ1648
 HZ1648.The horizontal coordinates were scaled from a topographic map and have
 HZ1648.an estimated accuracy of +/- 6 seconds.
 HZ1648
 HZ1648.The orthometric height was determined by differential leveling
 HZ1648.and adjusted by the National Geodetic Survey in June 1991..
 HZ1648
 HZ1648.The geoid height was determined by GEOID03.
 HZ1648
 HZ1648.The dynamic height is computed by dividing the NAVD 88
 HZ1648.geopotential number by the normal gravity value computed on the
 HZ1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1648.degrees latitude (g = 980.6199 gals.).
 HZ1648
 HZ1648.The modeled gravity was interpolated from observed gravity values.
 HZ1648
 HZ1648;                    North         East    Units  Estimated Accuracy
 HZ1648;SPC KY1Z     - 1,212,020.    1,509,630.      MT  (+/- 180 meters Scaled)
 HZ1648
 HZ1648                          SUPERSEDED SURVEY CONTROL
 HZ1648
 HZ1648  NGVD 29 (??/??/92)  162.423  (m)          532.88   (f) ADJ UNCH    2 0
 HZ1648
 HZ1648.Superseded values are not recommended for survey control.
 HZ1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1648.See file dsdata.txt to determine how the superseded data were derived.
 HZ1648
 HZ1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH190337(NAD 83)
 HZ1648_MARKER: DD = SURVEY DISK
 HZ1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1648_STAMPING: I64-L6-1960
 HZ1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1648+STABILITY: SURFACE MOTION
 HZ1648
 HZ1648  HISTORY     - Date     Condition        Report By
 HZ1648  HISTORY     - 1960     MONUMENTED       PAS
 HZ1648  HISTORY     - 1979     MARK NOT FOUND   USGS
 HZ1648
 HZ1648                          STATION DESCRIPTION
 HZ1648
 HZ1648'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1648'1 MI SE FROM ST MATTHEWS.
 HZ1648'ABOUT 0.35 MILE EAST ALONG SHELBYVILLE ROAD (U.S. HIGHWAY 60)
 HZ1648'FROM THE INTERSECTION OF SHELBYVILLE ROAD AND BRECKINRIDGE LANE
 HZ1648'IN ST. MATTHEWS, THENCE ABOUT 0.75 MILE SOUTHEAST ALONG BROWNS
 HZ1648'LANE, ABOUT 350 FEET WEST OF THE SOUTHWEST CORNER OF WAGGENER
 HZ1648'HIGH SCHOOL, 77 FEET NORTH OF INTERSECTION OF BROWNS LANE AND
 HZ1648'HILLSBORO ROAD, 16 FEET NORTHEAST OF CENTER OF BROWNS LANE, 12.1
 HZ1648'FEET SOUTHWEST OF WEST EDGE OF SIDEWALK, 2.3 FEET EAST OF
 HZ1648'TELEPHONE POLE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 HZ1648'DISK SET IN TOP OF A CONCRETE CYLINDER FLUSH WITH GROUND AND
 HZ1648'STAMPED I64-L6-1960.
 HZ1648
 HZ1648                          STATION RECOVERY (1979)
 HZ1648
 HZ1648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HZ1648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0191 ***********************************************************************
 HZ0191  DESIGNATION -  I64 L 60
 HZ0191  PID         -  HZ0191
 HZ0191  STATE/COUNTY-  KY/CLARK
 HZ0191  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0191
 HZ0191                         *CURRENT SURVEY CONTROL
 HZ0191  ___________________________________________________________________
 HZ0191* NAD 83(1986)-  38 01 52.     (N)    084 17 07.     (W)     SCALED    
 HZ0191* NAVD 88     -       308.856  (meters)    1013.31   (feet)  ADJUSTED  
 HZ0191  ___________________________________________________________________
 HZ0191  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HZ0191  DYNAMIC HT  -         308.631 (meters)    1012.57  (feet)  COMP
 HZ0191  MODELED GRAV-     979,890.6   (mgal)                       NAVD 88
 HZ0191
 HZ0191  VERT ORDER  -  SECOND    CLASS 0
 HZ0191
 HZ0191.The horizontal coordinates were scaled from a topographic map and have
 HZ0191.an estimated accuracy of +/- 6 seconds.
 HZ0191
 HZ0191.The orthometric height was determined by differential leveling
 HZ0191.and adjusted by the National Geodetic Survey in June 1991..
 HZ0191
 HZ0191.The geoid height was determined by GEOID03.
 HZ0191
 HZ0191.The dynamic height is computed by dividing the NAVD 88
 HZ0191.geopotential number by the normal gravity value computed on the
 HZ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0191.degrees latitude (g = 980.6199 gals.).
 HZ0191
 HZ0191.The modeled gravity was interpolated from observed gravity values.
 HZ0191
 HZ0191;                    North         East    Units  Estimated Accuracy
 HZ0191;SPC KY1Z     - 1,189,430.    1,628,580.      MT  (+/- 180 meters Scaled)
 HZ0191
 HZ0191                          SUPERSEDED SURVEY CONTROL
 HZ0191
 HZ0191  NGVD 29 (??/??/92)  309.005  (m)         1013.79   (f) ADJ UNCH    2 0
 HZ0191
 HZ0191.Superseded values are not recommended for survey control.
 HZ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0191.See file dsdata.txt to determine how the superseded data were derived.
 HZ0191
 HZ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH382127(NAD 83)
 HZ0191_MARKER: DD = SURVEY DISK
 HZ0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0191_STAMPING: I64-L60-1960
 HZ0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0191+STABILITY: SURFACE MOTION
 HZ0191
 HZ0191  HISTORY     - Date     Condition        Report By
 HZ0191  HISTORY     - 1960     MONUMENTED       CGS
 HZ0191
 HZ0191                          STATION DESCRIPTION
 HZ0191
 HZ0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HZ0191'6.5 MI NW FROM WINCHESTER.
 HZ0191'ABOUT 0.1 MILE SOUTH ALONG MAIN STREET FROM THE CLARK COUNTY
 HZ0191'COURTHOUSE IN WINCHESTER, THENCE ABOUT 6.3 MILES WEST ALONG
 HZ0191'U.S. HIGHWAY 60, THENCE ABOUT 0.1 MILE NORTH ALONG FARM ROAD, ABOUT
 HZ0191'127 FEET EAST OF FENCE CORNER, 70 FEET SOUTH SOUTHWEST OF AN
 HZ0191'8 INCH ELM TREE, 56 FEET NORTHWEST OF A TWIN TRUNK WILD CHERRY
 HZ0191'TREE, 21 FEET SOUTH OF CENTER OF FARM ROAD, 20.5 FEET WEST OF
 HZ0191'FENCE CORNER, 1.3 FEET NORTH OF WIRE FENCE.  A KENTUCKY DEPARTMENT
 HZ0191'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE CYLINDER
 HZ0191'PROJECTING 1 INCH AND STAMPED I64-L60-1960.  BENCH MARK IS 1.2
 HZ0191'FEET NORTH OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0200 ***********************************************************************
 HZ0200  DESIGNATION -  I64 L 61
 HZ0200  PID         -  HZ0200
 HZ0200  STATE/COUNTY-  KY/CLARK
 HZ0200  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0200
 HZ0200                         *CURRENT SURVEY CONTROL
 HZ0200  ___________________________________________________________________
 HZ0200* NAD 83(1986)-  38 01 35.     (N)    084 15 21.     (W)     SCALED    
 HZ0200* NAVD 88     -       287.943  (meters)     944.69   (feet)  ADJUSTED  
 HZ0200  ___________________________________________________________________
 HZ0200  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HZ0200  DYNAMIC HT  -         287.732 (meters)     944.00  (feet)  COMP
 HZ0200  MODELED GRAV-     979,887.8   (mgal)                       NAVD 88
 HZ0200
 HZ0200  VERT ORDER  -  SECOND    CLASS 0
 HZ0200
 HZ0200.The horizontal coordinates were scaled from a topographic map and have
 HZ0200.an estimated accuracy of +/- 6 seconds.
 HZ0200
 HZ0200.The orthometric height was determined by differential leveling
 HZ0200.and adjusted by the National Geodetic Survey in June 1991..
 HZ0200
 HZ0200.The geoid height was determined by GEOID03.
 HZ0200
 HZ0200.The dynamic height is computed by dividing the NAVD 88
 HZ0200.geopotential number by the normal gravity value computed on the
 HZ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0200.degrees latitude (g = 980.6199 gals.).
 HZ0200
 HZ0200.The modeled gravity was interpolated from observed gravity values.
 HZ0200
 HZ0200;                    North         East    Units  Estimated Accuracy
 HZ0200;SPC KY1Z     - 1,188,950.    1,631,170.      MT  (+/- 180 meters Scaled)
 HZ0200
 HZ0200                          SUPERSEDED SURVEY CONTROL
 HZ0200
 HZ0200  NGVD 29 (??/??/92)  288.090  (m)          945.18   (f) ADJ UNCH    2 0
 HZ0200
 HZ0200.Superseded values are not recommended for survey control.
 HZ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0200.See file dsdata.txt to determine how the superseded data were derived.
 HZ0200
 HZ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH408122(NAD 83)
 HZ0200_MARKER: DD = SURVEY DISK
 HZ0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0200_STAMPING: I64-L61-1960
 HZ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0200+STABILITY: SURFACE MOTION
 HZ0200
 HZ0200  HISTORY     - Date     Condition        Report By
 HZ0200  HISTORY     - 1960     MONUMENTED       PAS
 HZ0200
 HZ0200                          STATION DESCRIPTION
 HZ0200
 HZ0200'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0200'5 MI NW FROM WINCHESTER.
 HZ0200'ABOUT 0.1 MILE SOUTH ALONG MAIN STREE FROM THE CLARK COUNTY
 HZ0200'COURTHOUSE IN WINCHESTER, THENCE ABOUT 4.8 MILES WEST ALONG U.S.
 HZ0200'HIGHWAY 60, THENCE ABOUT 0.3 MILE NORTH ALONG FARM ROAD, MARK IS
 HZ0200'LOCATED ON THE BO-MAR FARM, 52 FEET SOUTHEAST OF SOUTHEAST
 HZ0200'CORNER OF HOUSE, 56 FEET WEST OF POWER POLE, 4 FEET SOUTHWEST OF
 HZ0200'A 12 INCH WALNUT TREE, 2.8 FEET NORTH OF SOUTHEAST CORNER OF
 HZ0200'YARD FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HZ0200'SET IN TOP OF A CONCRETE CYLINDER PROJECTING 1 INCH AND STAMPED
 HZ0200'I64-L61-1960.  BENCH MARK IS 1.2 FEET SOUTH OF METAL WITNESS POST
 HZ0200'AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0205 ***********************************************************************
 HZ0205  DESIGNATION -  I64 L 62
 HZ0205  PID         -  HZ0205
 HZ0205  STATE/COUNTY-  KY/CLARK
 HZ0205  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0205
 HZ0205                         *CURRENT SURVEY CONTROL
 HZ0205  ___________________________________________________________________
 HZ0205* NAD 83(1986)-  38 01 03.     (N)    084 13 54.     (W)     SCALED    
 HZ0205* NAVD 88     -       300.094  (meters)     984.56   (feet)  ADJUSTED  
 HZ0205  ___________________________________________________________________
 HZ0205  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HZ0205  DYNAMIC HT  -         299.873 (meters)     983.83  (feet)  COMP
 HZ0205  MODELED GRAV-     979,885.2   (mgal)                       NAVD 88
 HZ0205
 HZ0205  VERT ORDER  -  SECOND    CLASS 0
 HZ0205
 HZ0205.The horizontal coordinates were scaled from a topographic map and have
 HZ0205.an estimated accuracy of +/- 6 seconds.
 HZ0205
 HZ0205.The orthometric height was determined by differential leveling
 HZ0205.and adjusted by the National Geodetic Survey in June 1991..
 HZ0205
 HZ0205.The geoid height was determined by GEOID03.
 HZ0205
 HZ0205.The dynamic height is computed by dividing the NAVD 88
 HZ0205.geopotential number by the normal gravity value computed on the
 HZ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0205.degrees latitude (g = 980.6199 gals.).
 HZ0205
 HZ0205.The modeled gravity was interpolated from observed gravity values.
 HZ0205
 HZ0205;                    North         East    Units  Estimated Accuracy
 HZ0205;SPC KY1Z     - 1,188,000.    1,633,310.      MT  (+/- 180 meters Scaled)
 HZ0205
 HZ0205                          SUPERSEDED SURVEY CONTROL
 HZ0205
 HZ0205  NGVD 29 (??/??/92)  300.240  (m)          985.04   (f) ADJ UNCH    2 0
 HZ0205
 HZ0205.Superseded values are not recommended for survey control.
 HZ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0205.See file dsdata.txt to determine how the superseded data were derived.
 HZ0205
 HZ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH430113(NAD 83)
 HZ0205_MARKER: DD = SURVEY DISK
 HZ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0205_STAMPING: I64-L62-1960
 HZ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0205+STABILITY: SURFACE MOTION
 HZ0205
 HZ0205  HISTORY     - Date     Condition        Report By
 HZ0205  HISTORY     - 1960     MONUMENTED       PAS
 HZ0205
 HZ0205                          STATION DESCRIPTION
 HZ0205
 HZ0205'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0205'3.5 MI NW FROM WINCHESTER.
 HZ0205'ABOUT 0.1 MILE SOUTH ALONG MAIN STREET FROM THE CLARK COUNTY
 HZ0205'COURTHOUSE IN WINCHESTER, THENCE ABOUT 3.4 MILES WEST ALONG U.S.
 HZ0205'HIGHWAY 60, THENCE ABOUT 0.2 MILE NORTH ALONG FARM ROAD, ON LAND
 HZ0205'OWNED BY MRS. H.S. NEWMAN, ABOUT 350 FEET EAST OF A FARM POND,
 HZ0205'11 FEET EAST OF CENTER OF FARM ROAD AT GATE, 2.0 FEET SOUTHWEST
 HZ0205'OF FENCE CORNER.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 HZ0205'DISK SET IN TOP OF A CONCRETE CYLINDER PROJECTING 2 INCHES AND
 HZ0205'STAMPED I64-L62-1960.  NOTE-- BENCH MARK IS 1.3 FEET WEST OF
 HZ0205'METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0210 ***********************************************************************
 HZ0210  DESIGNATION -  I64 L 63
 HZ0210  PID         -  HZ0210
 HZ0210  STATE/COUNTY-  KY/CLARK
 HZ0210  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0210
 HZ0210                         *CURRENT SURVEY CONTROL
 HZ0210  ___________________________________________________________________
 HZ0210* NAD 83(1986)-  38 00 57.     (N)    084 09 33.     (W)     SCALED    
 HZ0210* NAVD 88     -       294.571  (meters)     966.44   (feet)  ADJUSTED  
 HZ0210  ___________________________________________________________________
 HZ0210  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HZ0210  DYNAMIC HT  -         294.352 (meters)     965.72  (feet)  COMP
 HZ0210  MODELED GRAV-     979,878.4   (mgal)                       NAVD 88
 HZ0210
 HZ0210  VERT ORDER  -  SECOND    CLASS 0
 HZ0210
 HZ0210.The horizontal coordinates were scaled from a topographic map and have
 HZ0210.an estimated accuracy of +/- 6 seconds.
 HZ0210
 HZ0210.The orthometric height was determined by differential leveling
 HZ0210.and adjusted by the National Geodetic Survey in June 1991..
 HZ0210
 HZ0210.The geoid height was determined by GEOID03.
 HZ0210
 HZ0210.The dynamic height is computed by dividing the NAVD 88
 HZ0210.geopotential number by the normal gravity value computed on the
 HZ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0210.degrees latitude (g = 980.6199 gals.).
 HZ0210
 HZ0210.The modeled gravity was interpolated from observed gravity values.
 HZ0210
 HZ0210;                    North         East    Units  Estimated Accuracy
 HZ0210;SPC KY1Z     - 1,187,920.    1,639,680.      MT  (+/- 180 meters Scaled)
 HZ0210
 HZ0210                          SUPERSEDED SURVEY CONTROL
 HZ0210
 HZ0210  NGVD 29 (??/??/92)  294.726  (m)          966.95   (f) ADJ UNCH    2 0
 HZ0210
 HZ0210.Superseded values are not recommended for survey control.
 HZ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0210.See file dsdata.txt to determine how the superseded data were derived.
 HZ0210
 HZ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH493113(NAD 83)
 HZ0210_MARKER: DR = REFERENCE MARK DISK
 HZ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0210_STAMPING: I-64 L-63 1963
 HZ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0210+STABILITY: SURFACE MOTION
 HZ0210
 HZ0210  HISTORY     - Date     Condition        Report By
 HZ0210  HISTORY     - 1963     MONUMENTED       PAS
 HZ0210
 HZ0210                          STATION DESCRIPTION
 HZ0210
 HZ0210'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0210'0.8 MI E FROM WINCHESTER.
 HZ0210'ABOUT 0.85 MILE EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0210'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH SIDE
 HZ0210'OF WINCHESTER, ABOUT 0.1 MILE WEST OF U.S. HIGHWAY NO. 60 OVERPASS,
 HZ0210'105 1/2 FEET SOUTH OF THE CENTERLINE OF EAST BOUND LANE, 70 1/2
 HZ0210'FEET WEST OF FENCE CORNER, 1.7 FEET EAST OF METAL WITNESS POST
 HZ0210'AND SIGN AND 1 FOOT NORTH OF SOUTH R/W FENCE.  A KENTUCKY DEPARTMENT
 HZ0210'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH
 HZ0210'GROUND AND STAMPED I-64 L-63 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0219 ***********************************************************************
 HZ0219  DESIGNATION -  I64 L 64
 HZ0219  PID         -  HZ0219
 HZ0219  STATE/COUNTY-  KY/CLARK
 HZ0219  USGS QUAD   -  SIDEVIEW (1976)
 HZ0219
 HZ0219                         *CURRENT SURVEY CONTROL
 HZ0219  ___________________________________________________________________
 HZ0219* NAD 83(1986)-  38 01 37.     (N)    084 06 05.     (W)     SCALED    
 HZ0219* NAVD 88     -       290.315  (meters)     952.48   (feet)  ADJUSTED  
 HZ0219  ___________________________________________________________________
 HZ0219  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HZ0219  DYNAMIC HT  -         290.100 (meters)     951.77  (feet)  COMP
 HZ0219  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 HZ0219
 HZ0219  VERT ORDER  -  SECOND    CLASS 0
 HZ0219
 HZ0219.The horizontal coordinates were scaled from a topographic map and have
 HZ0219.an estimated accuracy of +/- 6 seconds.
 HZ0219
 HZ0219.The orthometric height was determined by differential leveling
 HZ0219.and adjusted by the National Geodetic Survey in June 1991..
 HZ0219
 HZ0219.The geoid height was determined by GEOID03.
 HZ0219
 HZ0219.The dynamic height is computed by dividing the NAVD 88
 HZ0219.geopotential number by the normal gravity value computed on the
 HZ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0219.degrees latitude (g = 980.6199 gals.).
 HZ0219
 HZ0219.The modeled gravity was interpolated from observed gravity values.
 HZ0219
 HZ0219;                    North         East    Units  Estimated Accuracy
 HZ0219;SPC KY1Z     - 1,189,240.    1,644,730.      MT  (+/- 180 meters Scaled)
 HZ0219
 HZ0219                          SUPERSEDED SURVEY CONTROL
 HZ0219
 HZ0219  NGVD 29 (??/??/92)  290.469  (m)          952.98   (f) ADJ UNCH    2 0
 HZ0219
 HZ0219.Superseded values are not recommended for survey control.
 HZ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0219.See file dsdata.txt to determine how the superseded data were derived.
 HZ0219
 HZ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH544127(NAD 83)
 HZ0219_MARKER: DB = BENCH MARK DISK
 HZ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0219_STAMPING: I-64 L-64 1963
 HZ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0219+STABILITY: SURFACE MOTION
 HZ0219
 HZ0219  HISTORY     - Date     Condition        Report By
 HZ0219  HISTORY     - 1963     MONUMENTED       PAS
 HZ0219
 HZ0219                          STATION DESCRIPTION
 HZ0219
 HZ0219'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0219'4.1 MI E FROM WINCHESTER.
 HZ0219'ABOUT 4.1 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0219'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH SIDE
 HZ0219'OF WINCHESTER, 106 FEET SOUTH OF THE CENTERLINE OF EAST BOUND
 HZ0219'LANE, 101 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF HEADWALL OF
 HZ0219'CULVERT UNDER HIGHWAY, 1.6 FEET WEST OF METAL WITNESS POST AND
 HZ0219'SIGN AND 1 FOOT NORTH OF SOUTH R/W FENCE.  A KENTUCKY DEPARTMENT
 HZ0219'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST FLUSH
 HZ0219'WITH GROUND AND STAMPED I-64 L-64 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0224 ***********************************************************************
 HZ0224  DESIGNATION -  I64 L 65
 HZ0224  PID         -  HZ0224
 HZ0224  STATE/COUNTY-  KY/CLARK
 HZ0224  USGS QUAD   -  SIDEVIEW (1976)
 HZ0224
 HZ0224                         *CURRENT SURVEY CONTROL
 HZ0224  ___________________________________________________________________
 HZ0224* NAD 83(1986)-  38 02 42.     (N)    084 04 04.     (W)     SCALED    
 HZ0224* NAVD 88     -       281.384  (meters)     923.17   (feet)  ADJUSTED  
 HZ0224  ___________________________________________________________________
 HZ0224  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HZ0224  DYNAMIC HT  -         281.177 (meters)     922.49  (feet)  COMP
 HZ0224  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 HZ0224
 HZ0224  VERT ORDER  -  SECOND    CLASS 0
 HZ0224
 HZ0224.The horizontal coordinates were scaled from a topographic map and have
 HZ0224.an estimated accuracy of +/- 6 seconds.
 HZ0224
 HZ0224.The orthometric height was determined by differential leveling
 HZ0224.and adjusted by the National Geodetic Survey in June 1991..
 HZ0224
 HZ0224.The geoid height was determined by GEOID03.
 HZ0224
 HZ0224.The dynamic height is computed by dividing the NAVD 88
 HZ0224.geopotential number by the normal gravity value computed on the
 HZ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0224.degrees latitude (g = 980.6199 gals.).
 HZ0224
 HZ0224.The modeled gravity was interpolated from observed gravity values.
 HZ0224
 HZ0224;                    North         East    Units  Estimated Accuracy
 HZ0224;SPC KY1Z     - 1,191,300.    1,647,640.      MT  (+/- 180 meters Scaled)
 HZ0224
 HZ0224                          SUPERSEDED SURVEY CONTROL
 HZ0224
 HZ0224  NGVD 29 (??/??/92)  281.539  (m)          923.68   (f) ADJ UNCH    2 0
 HZ0224
 HZ0224.Superseded values are not recommended for survey control.
 HZ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0224.See file dsdata.txt to determine how the superseded data were derived.
 HZ0224
 HZ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH573148(NAD 83)
 HZ0224_MARKER: DD = SURVEY DISK
 HZ0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0224_SP_SET: ABUTMENT
 HZ0224_STAMPING: I-64 L-65 1963
 HZ0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0224
 HZ0224  HISTORY     - Date     Condition        Report By
 HZ0224  HISTORY     - 1963     MONUMENTED       PAS
 HZ0224
 HZ0224                          STATION DESCRIPTION
 HZ0224
 HZ0224'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0224'6.4 MI E FROM WINCHESTER.
 HZ0224'ABOUT 6.35 MILES WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0224'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH SIDE
 HZ0224'OF WINCHESTER, ABOUT 0.9 MILE EAST OF THE U.S. HIGHWAY NO. 60
 HZ0224'INTERCHANGE, AT THE EAST END OF CONCRETE BRIDGE OVER STONER CREEK,
 HZ0224'24 FEET SOUTHEAST OF THE CENTERLINE OF EAST BOUND LANE.  A KENTUCKY
 HZ0224'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN THE TOP
 HZ0224'OF THE SOUTHEAST END OF THE EAST CONCRETE ABUTMENT WINGWALL.  DISK
 HZ0224'IS STAMPED I-64 L-65 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0229 ***********************************************************************
 HZ0229  DESIGNATION -  I64 L 66
 HZ0229  PID         -  HZ0229
 HZ0229  STATE/COUNTY-  KY/MONTGOMERY
 HZ0229  USGS QUAD   -  SIDEVIEW (1976)
 HZ0229
 HZ0229                         *CURRENT SURVEY CONTROL
 HZ0229  ___________________________________________________________________
 HZ0229* NAD 83(1986)-  38 03 39.     (N)    084 01 59.     (W)     SCALED    
 HZ0229* NAVD 88     -       314.274  (meters)    1031.08   (feet)  ADJUSTED  
 HZ0229  ___________________________________________________________________
 HZ0229  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HZ0229  DYNAMIC HT  -         314.045 (meters)    1030.33  (feet)  COMP
 HZ0229  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 HZ0229
 HZ0229  VERT ORDER  -  SECOND    CLASS 0
 HZ0229
 HZ0229.The horizontal coordinates were scaled from a topographic map and have
 HZ0229.an estimated accuracy of +/- 6 seconds.
 HZ0229
 HZ0229.The orthometric height was determined by differential leveling
 HZ0229.and adjusted by the National Geodetic Survey in June 1991..
 HZ0229
 HZ0229.The geoid height was determined by GEOID03.
 HZ0229
 HZ0229.The dynamic height is computed by dividing the NAVD 88
 HZ0229.geopotential number by the normal gravity value computed on the
 HZ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0229.degrees latitude (g = 980.6199 gals.).
 HZ0229
 HZ0229.The modeled gravity was interpolated from observed gravity values.
 HZ0229
 HZ0229;                    North         East    Units  Estimated Accuracy
 HZ0229;SPC KY1Z     - 1,193,110.    1,650,660.      MT  (+/- 180 meters Scaled)
 HZ0229
 HZ0229                          SUPERSEDED SURVEY CONTROL
 HZ0229
 HZ0229  NGVD 29 (??/??/92)  314.431  (m)         1031.60   (f) ADJ UNCH    2 0
 HZ0229
 HZ0229.Superseded values are not recommended for survey control.
 HZ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0229.See file dsdata.txt to determine how the superseded data were derived.
 HZ0229
 HZ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH603167(NAD 83)
 HZ0229_MARKER: DD = SURVEY DISK
 HZ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0229_STAMPING: I-64 L-66 1963
 HZ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0229+STABILITY: SURFACE MOTION
 HZ0229
 HZ0229  HISTORY     - Date     Condition        Report By
 HZ0229  HISTORY     - 1963     MONUMENTED       PAS
 HZ0229
 HZ0229                          STATION DESCRIPTION
 HZ0229
 HZ0229'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0229'4.7 MI W FROM MOUNT STERLING.
 HZ0229'ABOUT 4.7 MILES WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HZ0229'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HZ0229'MOUNT STERLING, ABOUT 0.6 MILE EAST OF THE CLARK-MONTGOMERY COUNTY
 HZ0229'LINE, 106 FEET SOUTH OF THE CENTERLINE OF EAST BOUND LANE, ABOUT
 HZ0229'100 FEET WEST OF A SMALL CEMETERY, 1.3 FEET NORTHEAST OF METAL
 HZ0229'WITNESS POST AND SIGN AND 0.8 FOOT NORTH OF SOUTH R/W FENCE.
 HZ0229'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 HZ0229'CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 L-66 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1814 ***********************************************************************
 HY1814  DESIGNATION -  I64 L 67
 HY1814  PID         -  HY1814
 HY1814  STATE/COUNTY-  KY/MONTGOMERY
 HY1814  USGS QUAD   -  MOUNT STERLING (1979)
 HY1814
 HY1814                         *CURRENT SURVEY CONTROL
 HY1814  ___________________________________________________________________
 HY1814* NAD 83(1986)-  38 05 19.     (N)    083 52 57.     (W)     SCALED    
 HY1814* NAVD 88     -       286.301  (meters)     939.31   (feet)  ADJUSTED  
 HY1814  ___________________________________________________________________
 HY1814  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 HY1814  DYNAMIC HT  -         286.095 (meters)     938.63  (feet)  COMP
 HY1814  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 HY1814
 HY1814  VERT ORDER  -  SECOND    CLASS 0
 HY1814
 HY1814.The horizontal coordinates were scaled from a topographic map and have
 HY1814.an estimated accuracy of +/- 6 seconds.
 HY1814
 HY1814.The orthometric height was determined by differential leveling
 HY1814.and adjusted by the National Geodetic Survey in June 1991..
 HY1814
 HY1814.The geoid height was determined by GEOID03.
 HY1814
 HY1814.The dynamic height is computed by dividing the NAVD 88
 HY1814.geopotential number by the normal gravity value computed on the
 HY1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1814.degrees latitude (g = 980.6199 gals.).
 HY1814
 HY1814.The modeled gravity was interpolated from observed gravity values.
 HY1814
 HY1814;                    North         East    Units  Estimated Accuracy
 HY1814;SPC KY1Z     - 1,196,450.    1,663,800.      MT  (+/- 180 meters Scaled)
 HY1814
 HY1814                          SUPERSEDED SURVEY CONTROL
 HY1814
 HY1814  NGVD 29 (??/??/92)  286.458  (m)          939.82   (f) ADJ UNCH    2 0
 HY1814
 HY1814.Superseded values are not recommended for survey control.
 HY1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1814.See file dsdata.txt to determine how the superseded data were derived.
 HY1814
 HY1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC472195(NAD 83)
 HY1814_MARKER: DD = SURVEY DISK
 HY1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1814_STAMPING: I-64 L-67 1963
 HY1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1814+STABILITY: SURFACE MOTION
 HY1814
 HY1814  HISTORY     - Date     Condition        Report By
 HY1814  HISTORY     - 1963     MONUMENTED       PAS
 HY1814  HISTORY     - 20040317 MARK NOT FOUND   KYDT
 HY1814
 HY1814                          STATION DESCRIPTION
 HY1814
 HY1814'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1814'4.5 MI NE FROM MOUNT STERLING.
 HY1814'3.2 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 60 FROM THE POST
 HY1814'OFFICE AT MOUNT STERLING, THENCE ABOUT 0.1 MILE SOUTH ALONG
 HY1814'STATE HIGHWAY NO. 647 TO A REVERSE Y-FORK, THENCE ABOUT 1.05
 HY1814'MILES NORTHEAST ALONG A BLACK TOP ROAD THAT PARALLELS THE
 HY1814'CHESAPEAKE AND OHIO RAILROAD TO A FARM ROAD LEFT, THENCE ABOUT
 HY1814'0.15 MILE NORTH ALONG FARM ROAD TO RAILROAD CROSSING, 48 FEET
 HY1814'EAST AND ACROSS FARM ROAD FROM A TELEPHONE POLE, 31 FEET NORTH
 HY1814'OF NORTH RAIL, 23 FEET EAST OF THE CENTER OF FARM ROAD, 2.0
 HY1814'FEET SOUTHWEST OF METAL WITNESS POST AND SIGN, 1.3 FEET SOUTH
 HY1814'OF WIRE FENCE AND ABOUT 2 FEET LOWER THAN TRACK.  A KENTUCKY
 HY1814'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 HY1814'POST FLUSH WITH GROUND AND STAMPED I-64 L-67 1963.
 HY1814
 HY1814                          STATION RECOVERY (2004)
 HY1814
 HY1814'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1814'THE RAILROAD HAS BEEN ABANDONED, TRACKS HAVE BEEN TAKEN UP, SEVERAL
 HY1814'DOWNED TREES AND DEBRIS ARE PILED AT THIS LOCATION, MARK POSSIBLY
 HY1814'HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1815 ***********************************************************************
 HY1815  DESIGNATION -  I64 L 68
 HY1815  PID         -  HY1815
 HY1815  STATE/COUNTY-  KY/MONTGOMERY
 HY1815  USGS QUAD   -  PRESTON (1978)
 HY1815
 HY1815                         *CURRENT SURVEY CONTROL
 HY1815  ___________________________________________________________________
 HY1815* NAD 83(1986)-  38 05 27.     (N)    083 52 03.     (W)     SCALED    
 HY1815* NAVD 88     -       271.285  (meters)     890.04   (feet)  ADJUSTED  
 HY1815  ___________________________________________________________________
 HY1815  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 HY1815  DYNAMIC HT  -         271.090 (meters)     889.40  (feet)  COMP
 HY1815  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 HY1815
 HY1815  VERT ORDER  -  SECOND    CLASS 0
 HY1815
 HY1815.The horizontal coordinates were scaled from a topographic map and have
 HY1815.an estimated accuracy of +/- 6 seconds.
 HY1815
 HY1815.The orthometric height was determined by differential leveling
 HY1815.and adjusted by the National Geodetic Survey in June 1991..
 HY1815
 HY1815.The geoid height was determined by GEOID03.
 HY1815
 HY1815.The dynamic height is computed by dividing the NAVD 88
 HY1815.geopotential number by the normal gravity value computed on the
 HY1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1815.degrees latitude (g = 980.6199 gals.).
 HY1815
 HY1815.The modeled gravity was interpolated from observed gravity values.
 HY1815
 HY1815;                    North         East    Units  Estimated Accuracy
 HY1815;SPC KY1Z     - 1,196,720.    1,665,120.      MT  (+/- 180 meters Scaled)
 HY1815
 HY1815                          SUPERSEDED SURVEY CONTROL
 HY1815
 HY1815  NGVD 29 (??/??/92)  271.441  (m)          890.55   (f) ADJ UNCH    2 0
 HY1815
 HY1815.Superseded values are not recommended for survey control.
 HY1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1815.See file dsdata.txt to determine how the superseded data were derived.
 HY1815
 HY1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC485197(NAD 83)
 HY1815_MARKER: DD = SURVEY DISK
 HY1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1815_STAMPING: I-64 L-68 1963
 HY1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1815+STABILITY: SURFACE MOTION
 HY1815
 HY1815  HISTORY     - Date     Condition        Report By
 HY1815  HISTORY     - 1963     MONUMENTED       PAS
 HY1815  HISTORY     - 20040317 MARK NOT FOUND   KYDT
 HY1815
 HY1815                          STATION DESCRIPTION
 HY1815
 HY1815'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1815'5.4 MI NE FROM MOUNT STERLING.
 HY1815'3.2 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 60 FROM THE POST
 HY1815'OFFICE AT MOUNT STERLING, THENCE ABOUT 0.1 MILE SOUTH ALONG STATE
 HY1815'HIGHWAY NO. 647 TO A REVERSE Y-FORK, THENCE ABOUT 2.0 MILES
 HY1815'NORTHEAST ALONG BLACK TOP ROAD THAT PARALLELS THE CHESAPEAKE
 HY1815'AND OHIO RAILROAD TO A GRAVEL DRIVE LEFT, THENCE ABOUT 0.5 MILE
 HY1815'NORTHWEST ALONG DRIVE TO CROSSING 68 FEET WEST OF FENCE CORNER,
 HY1815'59 FEET NORTHEAST OF THE CENTER OF RAILROAD CROSSING, 21 FEET
 HY1815'NORTH OF THE NORTH RAIL, 4.7 FEET NORTH OF A TELEPHONE POLE
 HY1815'WITH BRACE WIRE, 2.0 FEET SOUTHEAST OF METAL WITNESS POST AND
 HY1815'SIGN, 1.4 FEET SOUTH OF WIRE FENCE AND ABOUT 3 FEET HIGHER
 HY1815'THAN TRACK.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HY1815'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64
 HY1815'L-68 1963.
 HY1815
 HY1815                          STATION RECOVERY (2004)
 HY1815
 HY1815'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1815'THE RAILROAD HAS BEEN ABANDONED, TRACKS HAVE BEEN TAKEN UP, BANK AT
 HY1815'LOCATION HAS BEEN GRADED AND LANDSCAPED, MARK POSSIBLY BURIED OR TORN
 HY1815'OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1647 ***********************************************************************
 HZ1647  DESIGNATION -  I64 L 7
 HZ1647  PID         -  HZ1647
 HZ1647  STATE/COUNTY-  KY/JEFFERSON
 HZ1647  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ1647
 HZ1647                         *CURRENT SURVEY CONTROL
 HZ1647  ___________________________________________________________________
 HZ1647* NAD 83(1986)-  38 14 07.     (N)    085 37 30.     (W)     SCALED    
 HZ1647* NAVD 88     -       160.854  (meters)     527.74   (feet)  ADJUSTED  
 HZ1647  ___________________________________________________________________
 HZ1647  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1647  DYNAMIC HT  -         160.745 (meters)     527.38  (feet)  COMP
 HZ1647  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 HZ1647
 HZ1647  VERT ORDER  -  SECOND    CLASS 0
 HZ1647
 HZ1647.The horizontal coordinates were scaled from a topographic map and have
 HZ1647.an estimated accuracy of +/- 6 seconds.
 HZ1647
 HZ1647.The orthometric height was determined by differential leveling
 HZ1647.and adjusted by the National Geodetic Survey in June 1991..
 HZ1647
 HZ1647.The geoid height was determined by GEOID03.
 HZ1647
 HZ1647.The dynamic height is computed by dividing the NAVD 88
 HZ1647.geopotential number by the normal gravity value computed on the
 HZ1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1647.degrees latitude (g = 980.6199 gals.).
 HZ1647
 HZ1647.The modeled gravity was interpolated from observed gravity values.
 HZ1647
 HZ1647;                    North         East    Units  Estimated Accuracy
 HZ1647;SPC KY1Z     - 1,211,090.    1,510,940.      MT  (+/- 180 meters Scaled)
 HZ1647
 HZ1647                          SUPERSEDED SURVEY CONTROL
 HZ1647
 HZ1647  NGVD 29 (??/??/92)  161.006  (m)          528.23   (f) ADJ UNCH    2 0
 HZ1647
 HZ1647.Superseded values are not recommended for survey control.
 HZ1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1647.See file dsdata.txt to determine how the superseded data were derived.
 HZ1647
 HZ1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH203328(NAD 83)
 HZ1647_MARKER: DD = SURVEY DISK
 HZ1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1647_STAMPING: I64-L7-1960
 HZ1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1647+STABILITY: SURFACE MOTION
 HZ1647
 HZ1647  HISTORY     - Date     Condition        Report By
 HZ1647  HISTORY     - 1960     MONUMENTED       PAS
 HZ1647  HISTORY     - 1981     MARK NOT FOUND   KYDT
 HZ1647
 HZ1647                          STATION DESCRIPTION
 HZ1647
 HZ1647'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1647'2.3 MI SE FROM ST MATTHEWS.
 HZ1647'ABOUT 2.0 MILES EAST ALONG SHELBYVILLE ROAD (U.S. HIGHWAY 60)
 HZ1647'FROM THE INTERSECTION OF BRECKINRIDGE LANE AND SHELBYVILLE ROAD
 HZ1647'IN ST. MATTHEWS, THENCE BOUT 1.05 MILES SOUTHWEST ALONG
 HZ1647'WATTERSON EXPRESSWAY (INTERSTATE ROUTE 264), ABOUT 0.15 MILE
 HZ1647'NORTHEAST OF BROWNS LANE OVERPASS, 59 FEET NORTHWEST OF CENTER
 HZ1647'OF WEST BOUND LANE, 12.7 FEET NORTHWEST OF POWER POLE M9-50,
 HZ1647'3.3 FEET EAST OF A METAL WITNESS POST AND SIGN, 2.2 FEET
 HZ1647'SOUTHEAST OF WIRE RIGHT OF WAY FENCE AND ABOUT 3 FEET LOWER
 HZ1647'THAN WEST BOUND LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ1647'MARK DISK SET IN TOP OF A CONCRETE CYLINDER PROJECTING 2 INCHES
 HZ1647'AND STAMPED I64-L7-1960.
 HZ1647
 HZ1647                          STATION RECOVERY (1981)
 HZ1647
 HZ1647'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1821 ***********************************************************************
 HY1821  DESIGNATION -  I64 L 70
 HY1821  PID         -  HY1821
 HY1821  STATE/COUNTY-  KY/BATH
 HY1821  USGS QUAD   -  PRESTON (1978)
 HY1821
 HY1821                         *CURRENT SURVEY CONTROL
 HY1821  ___________________________________________________________________
 HY1821* NAD 83(1986)-  38 06 39.     (N)    083 49 01.     (W)     SCALED    
 HY1821* NAVD 88     -       237.486  (meters)     779.15   (feet)  ADJUSTED  
 HY1821  ___________________________________________________________________
 HY1821  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HY1821  DYNAMIC HT  -         237.317 (meters)     778.60  (feet)  COMP
 HY1821  MODELED GRAV-     979,913.5   (mgal)                       NAVD 88
 HY1821
 HY1821  VERT ORDER  -  SECOND    CLASS 0
 HY1821
 HY1821.The horizontal coordinates were scaled from a topographic map and have
 HY1821.an estimated accuracy of +/- 6 seconds.
 HY1821
 HY1821.The orthometric height was determined by differential leveling
 HY1821.and adjusted by the National Geodetic Survey in June 1991..
 HY1821
 HY1821.The geoid height was determined by GEOID03.
 HY1821
 HY1821.The dynamic height is computed by dividing the NAVD 88
 HY1821.geopotential number by the normal gravity value computed on the
 HY1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1821.degrees latitude (g = 980.6199 gals.).
 HY1821
 HY1821.The modeled gravity was interpolated from observed gravity values.
 HY1821
 HY1821;                    North         East    Units  Estimated Accuracy
 HY1821;SPC KY1Z     - 1,199,030.    1,669,500.      MT  (+/- 180 meters Scaled)
 HY1821
 HY1821                          SUPERSEDED SURVEY CONTROL
 HY1821
 HY1821  NGVD 29 (??/??/92)  237.642  (m)          779.66   (f) ADJ UNCH    2 0
 HY1821
 HY1821.Superseded values are not recommended for survey control.
 HY1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1821.See file dsdata.txt to determine how the superseded data were derived.
 HY1821
 HY1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC530218(NAD 83)
 HY1821_MARKER: DD = SURVEY DISK
 HY1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1821_STAMPING: I-64 L-70 1963
 HY1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1821+STABILITY: SURFACE MOTION
 HY1821
 HY1821  HISTORY     - Date     Condition        Report By
 HY1821  HISTORY     - 1963     MONUMENTED       PAS
 HY1821  HISTORY     - 20040317 MARK NOT FOUND   KYDT
 HY1821
 HY1821                          STATION DESCRIPTION
 HY1821
 HY1821'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1821'4.6 MI SW FROM OWINGSVILLE.
 HY1821'1.75 MILES WEST ALONG U.S. HIGHWAY NO. 60 FROM THE BATH COUNTY
 HY1821'COURT HOUSE AT OWINGSVILLE, THENCE ABOUT 2.8 MILES SOUTH ALONG
 HY1821'STEPSTONE ROAD, ABOUT 167 FEET NORTHWEST OF THE CENTER OF STEPSTONE
 HY1821'ROAD, 67 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF BARN, 43 1/2
 HY1821'FEET EAST OF THE SOUTHEAST CORNER OF 1 STORY FRAME HOUSE, 25 FEET
 HY1821'NORTHWEST OF FENCE CORNER, 1.7 FEET NORTH OF METAL WITNESS POST
 HY1821'AND SIGN AND 1 FOOT SOUTHEAST OF WIRE FENCE.  A KENTUCKY DEPARTMENT
 HY1821'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST FLUSH
 HY1821'WITH GROUND AND STAMPED I-64 L-70 1963.
 HY1821
 HY1821                          STATION RECOVERY (2004)
 HY1821
 HY1821'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1821'HOUSE AND BARN HAVE BOTH BEEN REBUILT AND ACCORDING TO PRESENT OWNER
 HY1821'DESCRIBED LOCATION WOULD BE UNDER 1-2 FEET OF FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1823 ***********************************************************************
 HY1823  DESIGNATION -  I64 L 71
 HY1823  PID         -  HY1823
 HY1823  STATE/COUNTY-  KY/BATH
 HY1823  USGS QUAD   -  PRESTON (1978)
 HY1823
 HY1823                         *CURRENT SURVEY CONTROL
 HY1823  ___________________________________________________________________
 HY1823* NAD 83(1986)-  38 07 00.     (N)    083 48 15.     (W)     SCALED    
 HY1823* NAVD 88     -       244.822  (meters)     803.22   (feet)  ADJUSTED  
 HY1823  ___________________________________________________________________
 HY1823  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HY1823  DYNAMIC HT  -         244.649 (meters)     802.65  (feet)  COMP
 HY1823  MODELED GRAV-     979,918.8   (mgal)                       NAVD 88
 HY1823
 HY1823  VERT ORDER  -  SECOND    CLASS 0
 HY1823
 HY1823.The horizontal coordinates were scaled from a topographic map and have
 HY1823.an estimated accuracy of +/- 6 seconds.
 HY1823
 HY1823.The orthometric height was determined by differential leveling
 HY1823.and adjusted by the National Geodetic Survey in June 1991..
 HY1823
 HY1823.The geoid height was determined by GEOID03.
 HY1823
 HY1823.The dynamic height is computed by dividing the NAVD 88
 HY1823.geopotential number by the normal gravity value computed on the
 HY1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1823.degrees latitude (g = 980.6199 gals.).
 HY1823
 HY1823.The modeled gravity was interpolated from observed gravity values.
 HY1823
 HY1823;                    North         East    Units  Estimated Accuracy
 HY1823;SPC KY1Z     - 1,199,700.    1,670,610.      MT  (+/- 180 meters Scaled)
 HY1823
 HY1823                          SUPERSEDED SURVEY CONTROL
 HY1823
 HY1823  NGVD 29 (??/??/92)  244.980  (m)          803.74   (f) ADJ UNCH    2 0
 HY1823
 HY1823.Superseded values are not recommended for survey control.
 HY1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1823.See file dsdata.txt to determine how the superseded data were derived.
 HY1823
 HY1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC541224(NAD 83)
 HY1823_MARKER: DD = SURVEY DISK
 HY1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1823_STAMPING: I-64 L-71 1963
 HY1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1823+STABILITY: SURFACE MOTION
 HY1823
 HY1823  HISTORY     - Date     Condition        Report By
 HY1823  HISTORY     - 1963     MONUMENTED       PAS
 HY1823  HISTORY     - 20040317 MARK NOT FOUND   KYDT
 HY1823
 HY1823                          STATION DESCRIPTION
 HY1823
 HY1823'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1823'3.7 MI SW FROM OWINGSVILLE.
 HY1823'1.75 MILES WEST ALONG U.S. HIGHWAY NO. 60 FROM THE BATH COUNTY
 HY1823'COURT HOUSE AT OWINGSVILLE, THENCE ABOUT 1.95 MILES SOUTH ALONG
 HY1823'STEPSTONE ROAD, APPROXIMATELY 100 FEET SOUTH OF THE TOP OF GRADE,
 HY1823'13 FEET EAST OF THE CENTER OF ROAD, 2 1/2 FEET EAST OF TELEPHONE
 HY1823'POLE NO. 50, 3 FEET NORTH OF GATE POST, 2 FEET NORTHEAST OF METAL
 HY1823'WITNESS POST AND SIGN AND 1 1/2 FEET EAST OF WIRE FENCE.  A KENTUCKY
 HY1823'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 HY1823'POST FLUSH WITH GROUND AND STAMPED I-64 L-71 1963.
 HY1823
 HY1823                          STATION RECOVERY (2004)
 HY1823
 HY1823'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1823'OLD FENCE ROW HAS BEEN DOZED OUT AND A NEW FENCE PUT UP, GATE NOW
 HY1823'FARTHER NORTH OF DESCRIBED LOCATION, POSSIBLY TORN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1828 ***********************************************************************
 HY1828  DESIGNATION -  I64 L 72
 HY1828  PID         -  HY1828
 HY1828  STATE/COUNTY-  KY/BATH
 HY1828  USGS QUAD   -  OWINGSVILLE (1975)
 HY1828
 HY1828                         *CURRENT SURVEY CONTROL
 HY1828  ___________________________________________________________________
 HY1828* NAD 83(1986)-  38 07 35.     (N)    083 46 13.     (W)     SCALED    
 HY1828* NAVD 88     -       218.139  (meters)     715.68   (feet)  ADJUSTED  
 HY1828  ___________________________________________________________________
 HY1828  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HY1828  DYNAMIC HT  -         217.987 (meters)     715.18  (feet)  COMP
 HY1828  MODELED GRAV-     979,926.4   (mgal)                       NAVD 88
 HY1828
 HY1828  VERT ORDER  -  SECOND    CLASS 0
 HY1828
 HY1828.The horizontal coordinates were scaled from a topographic map and have
 HY1828.an estimated accuracy of +/- 6 seconds.
 HY1828
 HY1828.The orthometric height was determined by differential leveling
 HY1828.and adjusted by the National Geodetic Survey in June 1991..
 HY1828
 HY1828.The geoid height was determined by GEOID03.
 HY1828
 HY1828.The dynamic height is computed by dividing the NAVD 88
 HY1828.geopotential number by the normal gravity value computed on the
 HY1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1828.degrees latitude (g = 980.6199 gals.).
 HY1828
 HY1828.The modeled gravity was interpolated from observed gravity values.
 HY1828
 HY1828;                    North         East    Units  Estimated Accuracy
 HY1828;SPC KY1Z     - 1,200,840.    1,673,560.      MT  (+/- 180 meters Scaled)
 HY1828
 HY1828                          SUPERSEDED SURVEY CONTROL
 HY1828
 HY1828  NGVD 29 (??/??/92)  218.297  (m)          716.20   (f) ADJ UNCH    2 0
 HY1828
 HY1828.Superseded values are not recommended for survey control.
 HY1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1828.See file dsdata.txt to determine how the superseded data were derived.
 HY1828
 HY1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC571234(NAD 83)
 HY1828_MARKER: DD = SURVEY DISK
 HY1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1828_STAMPING: I-64 L-72 1963
 HY1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1828+STABILITY: SURFACE MOTION
 HY1828
 HY1828  HISTORY     - Date     Condition        Report By
 HY1828  HISTORY     - 1963     MONUMENTED       PAS
 HY1828  HISTORY     - 20040317 MARK NOT FOUND   KYDT
 HY1828
 HY1828                          STATION DESCRIPTION
 HY1828
 HY1828'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1828'1.6 MI SW FROM OWINGSVILLE.
 HY1828'0.8 MILE SOUTH ALONG STATE HIGHWAY NO. 36 FROM THE BATH COUNTY
 HY1828'COURT HOUSE AT OWINGSVILLE, THENCE ABOUT 0.75 MILE SOUTHWEST
 HY1828'ALONG A BLACK TOP ROAD, ABOUT 0.2 MILE SOUTHWEST OF THE OWINGSVILLE
 HY1828'LIONS CLUB PARK, 88 FEET SOUTHWEST OF THE NORTH END OF CULVERT
 HY1828'UNDER ROAD, 26 FEET NORTHWEST OF THE CENTER OF ROAD, 2 FEET
 HY1828'SOUTHEAST OF WIRE FENCE, 2 FEET NORTHEAST OF METAL WITNESS
 HY1828'POST AND SIGN AND ABOUT 1 FOOT HIGHER THAN ROAD.  A KENTUCKY
 HY1828'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 HY1828'POST FLUSH WITH GROUND AND STAMPED I-64 L-72 1963.
 HY1828
 HY1828                          STATION RECOVERY (2004)
 HY1828
 HY1828'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1828'THERE IS A BLACKTOP DRIVE TO LARGE PLANTS/FACTORIES NEAR THIS LOCATION
 HY1828'NOW, NO SIGN OF CULVERT MENTIONED, UTILITY WORK HAS BEEN DONE ALONG
 HY1828'THIS SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1832 ***********************************************************************
 HY1832  DESIGNATION -  I64 L 74
 HY1832  PID         -  HY1832
 HY1832  STATE/COUNTY-  KY/BATH
 HY1832  USGS QUAD   -  COLFAX (1975)
 HY1832
 HY1832                         *CURRENT SURVEY CONTROL
 HY1832  ___________________________________________________________________
 HY1832* NAD 83(1986)-  38 08 06.     (N)    083 44 16.     (W)     SCALED    
 HY1832* NAVD 88     -       213.544  (meters)     700.60   (feet)  ADJUSTED  
 HY1832  ___________________________________________________________________
 HY1832  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HY1832  DYNAMIC HT  -         213.395 (meters)     700.11  (feet)  COMP
 HY1832  MODELED GRAV-     979,927.8   (mgal)                       NAVD 88
 HY1832
 HY1832  VERT ORDER  -  SECOND    CLASS 0
 HY1832
 HY1832.The horizontal coordinates were scaled from a topographic map and have
 HY1832.an estimated accuracy of +/- 6 seconds.
 HY1832
 HY1832.The orthometric height was determined by differential leveling
 HY1832.and adjusted by the National Geodetic Survey in June 1991..
 HY1832
 HY1832.The geoid height was determined by GEOID03.
 HY1832
 HY1832.The dynamic height is computed by dividing the NAVD 88
 HY1832.geopotential number by the normal gravity value computed on the
 HY1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1832.degrees latitude (g = 980.6199 gals.).
 HY1832
 HY1832.The modeled gravity was interpolated from observed gravity values.
 HY1832
 HY1832;                    North         East    Units  Estimated Accuracy
 HY1832;SPC KY1Z     - 1,201,860.    1,676,390.      MT  (+/- 180 meters Scaled)
 HY1832
 HY1832                          SUPERSEDED SURVEY CONTROL
 HY1832
 HY1832  NGVD 29 (??/??/92)  213.701  (m)          701.12   (f) ADJ UNCH    2 0
 HY1832
 HY1832.Superseded values are not recommended for survey control.
 HY1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1832.See file dsdata.txt to determine how the superseded data were derived.
 HY1832
 HY1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC600243(NAD 83)
 HY1832_MARKER: DD = SURVEY DISK
 HY1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1832_STAMPING: I-64 L-74 1963
 HY1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1832+STABILITY: SURFACE MOTION
 HY1832
 HY1832  HISTORY     - Date     Condition        Report By
 HY1832  HISTORY     - 1963     MONUMENTED       PAS
 HY1832
 HY1832                          STATION DESCRIPTION
 HY1832
 HY1832'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1832'2.8 MI SE FROM OWINGSVILLE.
 HY1832'2.45 MILES EAST ALONG U.S. HIGHWAY NO. 60 FROM THE BATH COUNTY
 HY1832'COURT HOUSE AT OWINGSVILLE, THENCE ABOUT 0.4 MILE SOUTH ALONG
 HY1832'A DIRT ROAD TO A Y-FORK, THENCE ABOUT 0.45 MILE SOUTHWEST ALONG
 HY1832'DIRT ROAD, 28 FEET WEST OF THE SOUTHWEST CORNER OF BARN, 16 FEET
 HY1832'NORTHEAST OF THE CENTER OF ROAD AT CATTLE GUARD, 1 1/2 FEET SOUTH
 HY1832'OF METAL WITNESS POST AND SIGN AND 1.2 FEET SOUTHEAST OF WIRE
 HY1832'FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HY1832'TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 L -74 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1834 ***********************************************************************
 HY1834  DESIGNATION -  I64 L 75
 HY1834  PID         -  HY1834
 HY1834  STATE/COUNTY-  KY/BATH
 HY1834  USGS QUAD   -  COLFAX (1975)
 HY1834
 HY1834                         *CURRENT SURVEY CONTROL
 HY1834  ___________________________________________________________________
 HY1834* NAD 83(1986)-  38 08 42.     (N)    083 42 53.     (W)     SCALED    
 HY1834* NAVD 88     -       259.887  (meters)     852.65   (feet)  ADJUSTED  
 HY1834  ___________________________________________________________________
 HY1834  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HY1834  DYNAMIC HT  -         259.708 (meters)     852.06  (feet)  COMP
 HY1834  MODELED GRAV-     979,930.5   (mgal)                       NAVD 88
 HY1834
 HY1834  VERT ORDER  -  SECOND    CLASS 0
 HY1834
 HY1834.The horizontal coordinates were scaled from a topographic map and have
 HY1834.an estimated accuracy of +/- 6 seconds.
 HY1834
 HY1834.The orthometric height was determined by differential leveling
 HY1834.and adjusted by the National Geodetic Survey in June 1991..
 HY1834
 HY1834.The geoid height was determined by GEOID03.
 HY1834
 HY1834.The dynamic height is computed by dividing the NAVD 88
 HY1834.geopotential number by the normal gravity value computed on the
 HY1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1834.degrees latitude (g = 980.6199 gals.).
 HY1834
 HY1834.The modeled gravity was interpolated from observed gravity values.
 HY1834
 HY1834;                    North         East    Units  Estimated Accuracy
 HY1834;SPC KY1Z     - 1,203,010.    1,678,380.      MT  (+/- 180 meters Scaled)
 HY1834
 HY1834                          SUPERSEDED SURVEY CONTROL
 HY1834
 HY1834  NGVD 29 (??/??/92)  260.046  (m)          853.17   (f) ADJ UNCH    2 0
 HY1834
 HY1834.Superseded values are not recommended for survey control.
 HY1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1834.See file dsdata.txt to determine how the superseded data were derived.
 HY1834
 HY1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC621253(NAD 83)
 HY1834_MARKER: DD = SURVEY DISK
 HY1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1834_STAMPING: I-64 L-75 1963
 HY1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1834+STABILITY: SURFACE MOTION
 HY1834
 HY1834  HISTORY     - Date     Condition        Report By
 HY1834  HISTORY     - 1963     MONUMENTED       PAS
 HY1834
 HY1834                          STATION DESCRIPTION
 HY1834
 HY1834'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1834'3.6 MI NE FROM OWINGSVILLE.
 HY1834'3.05 MILES EAST ALONG U.S. HIGHWAY NO. 60 FROM THE BATH COUNTY
 HY1834'COURT HOUSE AT OWINGSVILLE, THENCE ABOUT 0.55 MILE NORTHEAST ALONG
 HY1834'A BLACK TOP ROAD, ABOUT 107 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 HY1834'OF A 1 STORY BRICK SIDING HOUSE, 26 FEET SOUTH OF FENCE CORNER,
 HY1834'15 FEET WEST OF THE CENTER OF ROAD, 1 1/2 FEET SOUTHEAST OF METAL
 HY1834'WITNESS POST AND SIGN, 1.2 FEET EAST OF WIRE FENCE AND ABOUT
 HY1834'LEVEL WITH ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 HY1834'DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED
 HY1834'I-64 L-75 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1839 ***********************************************************************
 HY1839  DESIGNATION -  I64 L 76
 HY1839  PID         -  HY1839
 HY1839  STATE/COUNTY-  KY/BATH
 HY1839  USGS QUAD   -  COLFAX (1975)
 HY1839
 HY1839                         *CURRENT SURVEY CONTROL
 HY1839  ___________________________________________________________________
 HY1839* NAD 83(1986)-  38 09 19.     (N)    083 41 39.     (W)     SCALED    
 HY1839* NAVD 88     -       253.596  (meters)     832.01   (feet)  ADJUSTED  
 HY1839  ___________________________________________________________________
 HY1839  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HY1839  DYNAMIC HT  -         253.421 (meters)     831.43  (feet)  COMP
 HY1839  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 HY1839
 HY1839  VERT ORDER  -  SECOND    CLASS 0
 HY1839
 HY1839.The horizontal coordinates were scaled from a topographic map and have
 HY1839.an estimated accuracy of +/- 6 seconds.
 HY1839
 HY1839.The orthometric height was determined by differential leveling
 HY1839.and adjusted by the National Geodetic Survey in June 1991..
 HY1839
 HY1839.The geoid height was determined by GEOID03.
 HY1839
 HY1839.The dynamic height is computed by dividing the NAVD 88
 HY1839.geopotential number by the normal gravity value computed on the
 HY1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1839.degrees latitude (g = 980.6199 gals.).
 HY1839
 HY1839.The modeled gravity was interpolated from observed gravity values.
 HY1839
 HY1839;                    North         East    Units  Estimated Accuracy
 HY1839;SPC KY1Z     - 1,204,190.    1,680,160.      MT  (+/- 180 meters Scaled)
 HY1839
 HY1839                          SUPERSEDED SURVEY CONTROL
 HY1839
 HY1839  NGVD 29 (??/??/92)  253.755  (m)          832.53   (f) ADJ UNCH    2 0
 HY1839
 HY1839.Superseded values are not recommended for survey control.
 HY1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1839.See file dsdata.txt to determine how the superseded data were derived.
 HY1839
 HY1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC639264(NAD 83)
 HY1839_MARKER: DD = SURVEY DISK
 HY1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1839_STAMPING: I-64 L-76 1963
 HY1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1839+STABILITY: SURFACE MOTION
 HY1839
 HY1839  HISTORY     - Date     Condition        Report By
 HY1839  HISTORY     - 1963     MONUMENTED       PAS
 HY1839
 HY1839                          STATION DESCRIPTION
 HY1839
 HY1839'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1839'5.2 MI NE FROM OWINGSVILLE.
 HY1839'3.05 MILES EAST ALONG U.S. HIGHWAY NO. 60 FROM THE BATH COUNTY
 HY1839'COURT HOUSE AT OWINGSVILLE, THENCE ABOUT 1.8 MILES NORTHEAST ALONG
 HY1839'A BLACK TOP ROAD TO A Y-FORK AT PEASTICKS COMMUNITY, THENCE ABOUT
 HY1839'0.3 MILE EAST ALONG BLACK TOP ROAD, AT A T-ROAD JUNCTION, 40 FEET
 HY1839'SOUTH OF A 36-INCH RED OAK TREE IN PASTURE, 26 1/2 FEET WEST OF
 HY1839'A TELEPHONE POLE, 20 FEET NORTHWEST OF T-ROAD INTERSECTION, 2 1/2
 HY1839'FEET EAST OF METAL WITNESS POST AND SIGN, 1.3 FEET SOUTH OF WIRE
 HY1839'FENCE AND ABOUT 1 FOOT LOWER THAN ROAD.  A KENTUCKY DEPARTMENT OF
 HY1839'HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 HY1839'1 INCH AND STAMPED I-64 L-76 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1844 ***********************************************************************
 HY1844  DESIGNATION -  I64 L 77
 HY1844  PID         -  HY1844
 HY1844  STATE/COUNTY-  KY/BATH
 HY1844  USGS QUAD   -  COLFAX (1975)
 HY1844
 HY1844                         *CURRENT SURVEY CONTROL
 HY1844  ___________________________________________________________________
 HY1844* NAD 83(1986)-  38 09 32.     (N)    083 39 32.     (W)     SCALED    
 HY1844* NAVD 88     -       229.604  (meters)     753.29   (feet)  ADJUSTED  
 HY1844  ___________________________________________________________________
 HY1844  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HY1844  DYNAMIC HT  -         229.445 (meters)     752.77  (feet)  COMP
 HY1844  MODELED GRAV-     979,932.0   (mgal)                       NAVD 88
 HY1844
 HY1844  VERT ORDER  -  SECOND    CLASS 0
 HY1844
 HY1844.The horizontal coordinates were scaled from a topographic map and have
 HY1844.an estimated accuracy of +/- 6 seconds.
 HY1844
 HY1844.The orthometric height was determined by differential leveling
 HY1844.and adjusted by the National Geodetic Survey in June 1991..
 HY1844
 HY1844.The geoid height was determined by GEOID03.
 HY1844
 HY1844.The dynamic height is computed by dividing the NAVD 88
 HY1844.geopotential number by the normal gravity value computed on the
 HY1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1844.degrees latitude (g = 980.6199 gals.).
 HY1844
 HY1844.The modeled gravity was interpolated from observed gravity values.
 HY1844
 HY1844;                    North         East    Units  Estimated Accuracy
 HY1844;SPC KY1Z     - 1,204,660.    1,683,240.      MT  (+/- 180 meters Scaled)
 HY1844
 HY1844                          SUPERSEDED SURVEY CONTROL
 HY1844
 HY1844  NGVD 29 (??/??/92)  229.760  (m)          753.80   (f) ADJ UNCH    2 0
 HY1844
 HY1844.Superseded values are not recommended for survey control.
 HY1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1844.See file dsdata.txt to determine how the superseded data were derived.
 HY1844
 HY1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC670267(NAD 83)
 HY1844_MARKER: DD = SURVEY DISK
 HY1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1844_STAMPING: I-64 L-77 1963
 HY1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1844+STABILITY: SURFACE MOTION
 HY1844
 HY1844  HISTORY     - Date     Condition        Report By
 HY1844  HISTORY     - 1963     MONUMENTED       PAS
 HY1844
 HY1844                          STATION DESCRIPTION
 HY1844
 HY1844'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1844'5.2 MI NW FROM SALT LICK.
 HY1844'0.8 MILE WEST ALONG U.S. HIGHWAY NO. 60 AND STATE HIGHWAY NO. 211
 HY1844'FROM THE JUNCTION OF HIGHWAYS 60 AND 211 AT SALT LICK, THENCE ABOUT
 HY1844'2.4 MILES NORTH ALONG STATE HIGHWAY 211 TO A CROSSROAD, THENCE
 HY1844'ABOUT 1.95 MILES WEST ALONG A GRAVEL ROAD, ABOUT 0.2 MILE WEST
 HY1844'OF A ROAD JUNCTION NORTH, 18 FEET SOUTH OF THE CENTER OF ROAD,
 HY1844'8 FEET NORTHEAST OF A 10-INCH WHITE OAK TREE, 1.6 FEET WEST OF
 HY1844'METAL WITNESS POST AND SIGN, 1 FOOT NORTH OF WIRE FENCE AND ABOUT
 HY1844'2 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HY1844'MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND
 HY1844'STAMPED I-64 L-77 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1849 ***********************************************************************
 HY1849  DESIGNATION -  I64 L 78
 HY1849  PID         -  HY1849
 HY1849  STATE/COUNTY-  KY/BATH
 HY1849  USGS QUAD   -  FARMERS (1975)
 HY1849
 HY1849                         *CURRENT SURVEY CONTROL
 HY1849  ___________________________________________________________________
 HY1849* NAD 83(1986)-  38 09 33.     (N)    083 37 23.     (W)     SCALED    
 HY1849* NAVD 88     -       204.844  (meters)     672.06   (feet)  ADJUSTED  
 HY1849  ___________________________________________________________________
 HY1849  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HY1849  DYNAMIC HT  -         204.702 (meters)     671.59  (feet)  COMP
 HY1849  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 HY1849
 HY1849  VERT ORDER  -  SECOND    CLASS 0
 HY1849
 HY1849.The horizontal coordinates were scaled from a topographic map and have
 HY1849.an estimated accuracy of +/- 6 seconds.
 HY1849
 HY1849.The orthometric height was determined by differential leveling
 HY1849.and adjusted by the National Geodetic Survey in June 1991..
 HY1849
 HY1849.The geoid height was determined by GEOID03.
 HY1849
 HY1849.The dynamic height is computed by dividing the NAVD 88
 HY1849.geopotential number by the normal gravity value computed on the
 HY1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1849.degrees latitude (g = 980.6199 gals.).
 HY1849
 HY1849.The modeled gravity was interpolated from observed gravity values.
 HY1849
 HY1849;                    North         East    Units  Estimated Accuracy
 HY1849;SPC KY1Z     - 1,204,760.    1,686,380.      MT  (+/- 180 meters Scaled)
 HY1849
 HY1849                          SUPERSEDED SURVEY CONTROL
 HY1849
 HY1849  NGVD 29 (??/??/92)  204.999  (m)          672.57   (f) ADJ UNCH    2 0
 HY1849
 HY1849.Superseded values are not recommended for survey control.
 HY1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1849.See file dsdata.txt to determine how the superseded data were derived.
 HY1849
 HY1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC701267(NAD 83)
 HY1849_MARKER: DD = SURVEY DISK
 HY1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1849_STAMPING: I-64 L-78 1963
 HY1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1849+STABILITY: SURFACE MOTION
 HY1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1849+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2003
 HY1849
 HY1849  HISTORY     - Date     Condition        Report By
 HY1849  HISTORY     - 1963     MONUMENTED       PAS
 HY1849  HISTORY     - 20030903 GOOD             KYDT
 HY1849
 HY1849                          STATION DESCRIPTION
 HY1849
 HY1849'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1849'3.2 MI N FROM SALT LICK.
 HY1849'0.8 MILE WEST ALONG U.S. HIGHWAY NO. 60 AND STATE HIGHWAY NO. 211
 HY1849'FROM THE JUNCTION OF HIGHWAYS 60 AND 211 AT SALT LICK, THENCE
 HY1849'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY NO. 211, AT A CROSSROAD,
 HY1849'96 1/2 FEET WEST AND ACROSS HIGHWAY FROM THE SOUTHWEST CORNER
 HY1849'OF MORRES FERRY CHURCH, 56 FEET NORTH OF CROSSROAD, 31 FEET WEST
 HY1849'OF THE CENTER OF HIGHWAY, 7 1/2 FEET NORTHEAST OF A POWER POLE,
 HY1849'1.8 FEET SOUTH OF METAL WITNESS POST AND SIGN, 1 FOOT EAST OF WIRE
 HY1849'FENCE AND ABOUT 1 FOOT HIGHER THAN HIGHWAY.  A KENTUCKY DEPARTMENT
 HY1849'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH
 HY1849'GROUND AND STAMPED I-64 L-78 1963.
 HY1849
 HY1849                          STATION RECOVERY (2003)
 HY1849
 HY1849'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HY1849'MARK IS 2.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF CONCRETE BASE FOR
 HY1849'WATER VALVE AND 2.5 FEET SOUTH-SOUTHWEST OF A 3 INCH PVC PIPE STANDING
 HY1849'VERTICALLY WITH WARNING SIGN FOR WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1850 ***********************************************************************
 HY1850  DESIGNATION -  I64 L 79
 HY1850  PID         -  HY1850
 HY1850  STATE/COUNTY-  KY/BATH
 HY1850  USGS QUAD   -  COLFAX (1975)
 HY1850
 HY1850                         *CURRENT SURVEY CONTROL
 HY1850  ___________________________________________________________________
 HY1850* NAD 83(1986)-  38 08 48.     (N)    083 37 53.     (W)     SCALED    
 HY1850* NAVD 88     -       200.250  (meters)     656.99   (feet)  ADJUSTED  
 HY1850  ___________________________________________________________________
 HY1850  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HY1850  DYNAMIC HT  -         200.111 (meters)     656.53  (feet)  COMP
 HY1850  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 HY1850
 HY1850  VERT ORDER  -  SECOND    CLASS 0
 HY1850
 HY1850.The horizontal coordinates were scaled from a topographic map and have
 HY1850.an estimated accuracy of +/- 6 seconds.
 HY1850
 HY1850.The orthometric height was determined by differential leveling
 HY1850.and adjusted by the National Geodetic Survey in June 1991..
 HY1850
 HY1850.The geoid height was determined by GEOID03.
 HY1850
 HY1850.The dynamic height is computed by dividing the NAVD 88
 HY1850.geopotential number by the normal gravity value computed on the
 HY1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1850.degrees latitude (g = 980.6199 gals.).
 HY1850
 HY1850.The modeled gravity was interpolated from observed gravity values.
 HY1850
 HY1850;                    North         East    Units  Estimated Accuracy
 HY1850;SPC KY1Z     - 1,203,360.    1,685,680.      MT  (+/- 180 meters Scaled)
 HY1850
 HY1850                          SUPERSEDED SURVEY CONTROL
 HY1850
 HY1850  NGVD 29 (??/??/92)  200.404  (m)          657.49   (f) ADJ UNCH    2 0
 HY1850
 HY1850.Superseded values are not recommended for survey control.
 HY1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1850.See file dsdata.txt to determine how the superseded data were derived.
 HY1850
 HY1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC694253(NAD 83)
 HY1850_MARKER: DD = SURVEY DISK
 HY1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1850_STAMPING: I-64 L-79 1963
 HY1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1850+STABILITY: SURFACE MOTION
 HY1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1850+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2003
 HY1850
 HY1850  HISTORY     - Date     Condition        Report By
 HY1850  HISTORY     - 1963     MONUMENTED       PAS
 HY1850  HISTORY     - 20030903 GOOD             KYDT
 HY1850
 HY1850                          STATION DESCRIPTION
 HY1850
 HY1850'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1850'2.2 MI N FROM SALT LICK.
 HY1850'0.8 MILE WEST ALONG U.S. HIGHWAY NO. 60 AND STATE HIGHWAY NO. 211
 HY1850'FROM THE JUNCTION OF HIGHWAYS 60 AND 211 AT SALT LICK, THENCE ABOUT
 HY1850'1.4 MILES NORTH ALONG STATE HIGHWAY NO. 211, NEAR THE SOUTHWEST
 HY1850'CORNER OF A SMALL FARM POND, 40 FEET SOUTHEAST OF THE INTERSECTION
 HY1850'OF HIGHWAY AND PRIVATE DRIVE WEST, 36 FEET EAST OF THE CENTER OF
 HY1850'HIGHWAY, 2 FEET SOUTHEAST OF FENCE CORNER, 1.8 FEET EAST OF METAL
 HY1850'WITNESS POST AND SIGN AND ABOUT 5 FEET LOWER THAN HIGHWAY.  A
 HY1850'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 HY1850'CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 L-79 1963.
 HY1850
 HY1850                          STATION RECOVERY (2003)
 HY1850
 HY1850'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HY1850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1646 ***********************************************************************
 HZ1646  DESIGNATION -  I64 L 8
 HZ1646  PID         -  HZ1646
 HZ1646  STATE/COUNTY-  KY/JEFFERSON
 HZ1646  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1646
 HZ1646                         *CURRENT SURVEY CONTROL
 HZ1646  ___________________________________________________________________
 HZ1646* NAD 83(1986)-  38 13 28.     (N)    085 36 42.     (W)     SCALED    
 HZ1646* NAVD 88     -       179.504  (meters)     588.92   (feet)  ADJUSTED  
 HZ1646  ___________________________________________________________________
 HZ1646  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ1646  DYNAMIC HT  -         179.382 (meters)     588.52  (feet)  COMP
 HZ1646  MODELED GRAV-     979,946.0   (mgal)                       NAVD 88
 HZ1646
 HZ1646  VERT ORDER  -  SECOND    CLASS 0
 HZ1646
 HZ1646.The horizontal coordinates were scaled from a topographic map and have
 HZ1646.an estimated accuracy of +/- 6 seconds.
 HZ1646
 HZ1646.The orthometric height was determined by differential leveling
 HZ1646.and adjusted by the National Geodetic Survey in June 1991..
 HZ1646
 HZ1646.The geoid height was determined by GEOID03.
 HZ1646
 HZ1646.The dynamic height is computed by dividing the NAVD 88
 HZ1646.geopotential number by the normal gravity value computed on the
 HZ1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1646.degrees latitude (g = 980.6199 gals.).
 HZ1646
 HZ1646.The modeled gravity was interpolated from observed gravity values.
 HZ1646
 HZ1646;                    North         East    Units  Estimated Accuracy
 HZ1646;SPC KY1Z     - 1,209,890.    1,512,110.      MT  (+/- 180 meters Scaled)
 HZ1646
 HZ1646                          SUPERSEDED SURVEY CONTROL
 HZ1646
 HZ1646  NGVD 29 (??/??/92)  179.656  (m)          589.42   (f) ADJ UNCH    2 0
 HZ1646
 HZ1646.Superseded values are not recommended for survey control.
 HZ1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1646.See file dsdata.txt to determine how the superseded data were derived.
 HZ1646
 HZ1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH215316(NAD 83)
 HZ1646_MARKER: DD = SURVEY DISK
 HZ1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1646_STAMPING: I64-L8-1960
 HZ1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1646+STABILITY: SURFACE MOTION
 HZ1646
 HZ1646  HISTORY     - Date     Condition        Report By
 HZ1646  HISTORY     - 1960     MONUMENTED       PAS
 HZ1646  HISTORY     - 1981     GOOD             KYDT
 HZ1646
 HZ1646                          STATION DESCRIPTION
 HZ1646
 HZ1646'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1646'3.3 MI NW FROM JEFFERSONTOWN.
 HZ1646'ABOUT 0.05 MILE NORTHEAST ALONG WATTERSON STREET FROM THE POST
 HZ1646'OFFICE IN JEFFERSONTOWN, THENCE ABOUT 2.85 MILES NORTHWEST AND
 HZ1646'WEST ALONG STATE HIGHWAY 155, THENCE ABOUT 0.45 MILE NORTHWEST
 HZ1646'ALONG LOWE ROAD, ABOUT 200 FEET WEST OF A SHARP CURVE IN ROAD, 65
 HZ1646'FEET SOUTH SOUTHEAST AND ACROSS FROM THE SOUTHWEST CORNER OF
 HZ1646'HOUSE AT 4511 LOWE ROAD, 40.5 FEET SOUTHWEST OF INTERSECTION
 HZ1646'OF LOWE ROAD AND PRIVATE ROAD SOUTH, 12.6 FEET WEST OF FENCE CORNER,
 HZ1646'3.2 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN AND 1.6 FEET
 HZ1646'NORTH OF BOARD FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ1646'MARK DISK SET IN TOP OF A CONCRETE CYLINDER PROJECTING 2 INCHES
 HZ1646'AND STAMPED I64-L8-1960.
 HZ1646
 HZ1646                          STATION RECOVERY (1981)
 HZ1646
 HZ1646'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1851 ***********************************************************************
 HY1851  DESIGNATION -  I64 L 80
 HY1851  PID         -  HY1851
 HY1851  STATE/COUNTY-  KY/BATH
 HY1851  USGS QUAD   -  COLFAX (1975)
 HY1851
 HY1851                         *CURRENT SURVEY CONTROL
 HY1851  ___________________________________________________________________
 HY1851* NAD 83(1986)-  38 08 12.     (N)    083 37 41.     (W)     SCALED    
 HY1851* NAVD 88     -       200.700  (meters)     658.46   (feet)  ADJUSTED  
 HY1851  ___________________________________________________________________
 HY1851  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY1851  DYNAMIC HT  -         200.561 (meters)     658.01  (feet)  COMP
 HY1851  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 HY1851
 HY1851  VERT ORDER  -  SECOND    CLASS 0
 HY1851
 HY1851.The horizontal coordinates were scaled from a topographic map and have
 HY1851.an estimated accuracy of +/- 6 seconds.
 HY1851
 HY1851.The orthometric height was determined by differential leveling
 HY1851.and adjusted by the National Geodetic Survey in June 1991..
 HY1851
 HY1851.The geoid height was determined by GEOID03.
 HY1851
 HY1851.The dynamic height is computed by dividing the NAVD 88
 HY1851.geopotential number by the normal gravity value computed on the
 HY1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1851.degrees latitude (g = 980.6199 gals.).
 HY1851
 HY1851.The modeled gravity was interpolated from observed gravity values.
 HY1851
 HY1851;                    North         East    Units  Estimated Accuracy
 HY1851;SPC KY1Z     - 1,202,250.    1,686,000.      MT  (+/- 180 meters Scaled)
 HY1851
 HY1851                          SUPERSEDED SURVEY CONTROL
 HY1851
 HY1851  NGVD 29 (??/??/92)  200.853  (m)          658.97   (f) ADJ UNCH    2 0
 HY1851
 HY1851.Superseded values are not recommended for survey control.
 HY1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1851.See file dsdata.txt to determine how the superseded data were derived.
 HY1851
 HY1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC696242(NAD 83)
 HY1851_MARKER: DD = SURVEY DISK
 HY1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1851_STAMPING: I-64 L-80 1963
 HY1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1851+STABILITY: SURFACE MOTION
 HY1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1851+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2003
 HY1851
 HY1851  HISTORY     - Date     Condition        Report By
 HY1851  HISTORY     - 1963     MONUMENTED       PAS
 HY1851  HISTORY     - 20030903 GOOD             KYDT
 HY1851
 HY1851                          STATION DESCRIPTION
 HY1851
 HY1851'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1851'1.4 MI N FROM SALT LICK.
 HY1851'0.8 MILE WEST ALONG U.S. HIGHWAY NO. 60 AND STATE HIGHWAY NO. 211
 HY1851'FROM THE JUNCTION OF HIGHWAYS 60 AND 211 AT SALT LICK, THENCE
 HY1851'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY NO. 211, AT A PRIVATE
 HY1851'DRIVE EAST TO THE PLAIN VIEW FARM, 56 FEET SOUTHEAST OF THE
 HY1851'INTERSECTION OF HIGHWAY AND DRIVE, 30 FEET EAST OF THE CENTER OF
 HY1851'HIGHWAY, 17 FEET SOUTH OF SOUTHWEST CORNER OF CONCRETE BLOCK
 HY1851'COLUMN AT FENCE CORNER, 1.8 FEET NORTHWEST OF METAL WITNESS POST
 HY1851'AND SIGN, 1 FOOT WEST OF WIRE FENCE AND ABOUT 4 FEET LOWER THAN
 HY1851'HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HY1851'TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 L-80 1963.
 HY1851
 HY1851                          STATION RECOVERY (2003)
 HY1851
 HY1851'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HY1851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1854 ***********************************************************************
 HY1854  DESIGNATION -  I64 L 81
 HY1854  PID         -  HY1854
 HY1854  STATE/COUNTY-  KY/ROWAN
 HY1854  USGS QUAD   -  FARMERS (1975)
 HY1854
 HY1854                         *CURRENT SURVEY CONTROL
 HY1854  ___________________________________________________________________
 HY1854* NAD 83(1986)-  38 09 33.     (N)    083 36 28.     (W)     SCALED    
 HY1854* NAVD 88     -       199.048  (meters)     653.04   (feet)  ADJUSTED  
 HY1854  ___________________________________________________________________
 HY1854  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY1854  DYNAMIC HT  -         198.910 (meters)     652.59  (feet)  COMP
 HY1854  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 HY1854
 HY1854  VERT ORDER  -  SECOND    CLASS 0
 HY1854
 HY1854.The horizontal coordinates were scaled from a topographic map and have
 HY1854.an estimated accuracy of +/- 6 seconds.
 HY1854
 HY1854.The orthometric height was determined by differential leveling
 HY1854.and adjusted by the National Geodetic Survey in June 1991..
 HY1854
 HY1854.The geoid height was determined by GEOID03.
 HY1854
 HY1854.The dynamic height is computed by dividing the NAVD 88
 HY1854.geopotential number by the normal gravity value computed on the
 HY1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1854.degrees latitude (g = 980.6199 gals.).
 HY1854
 HY1854.The modeled gravity was interpolated from observed gravity values.
 HY1854
 HY1854;                    North         East    Units  Estimated Accuracy
 HY1854;SPC KY1Z     - 1,204,790.    1,687,720.      MT  (+/- 180 meters Scaled)
 HY1854
 HY1854                          SUPERSEDED SURVEY CONTROL
 HY1854
 HY1854  NGVD 29 (??/??/92)  199.203  (m)          653.55   (f) ADJ UNCH    2 0
 HY1854
 HY1854.Superseded values are not recommended for survey control.
 HY1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1854.See file dsdata.txt to determine how the superseded data were derived.
 HY1854
 HY1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC715266(NAD 83)
 HY1854_MARKER: DD = SURVEY DISK
 HY1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1854_STAMPING: I-64 L-81 1963
 HY1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1854+STABILITY: SURFACE MOTION
 HY1854
 HY1854  HISTORY     - Date     Condition        Report By
 HY1854  HISTORY     - 1963     MONUMENTED       PAS
 HY1854
 HY1854                          STATION DESCRIPTION
 HY1854
 HY1854'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1854'4.2 MI NW FROM FARMERS.
 HY1854'0.8 MILE NORTH ALONG STATE HIGHWAY NO. 801 FROM THE POST OFFICE
 HY1854'AT FARMERS, THENCE ABOUT 2.6 MILES NORTHWEST ALONG A GRAVEL ROAD
 HY1854'TO A DIRT ROAD LEFT AT PIPE LINE CROSSING, THIS ROAD IS ABOUT 0.2
 HY1854'MILE NORTHWEST OF SLATY POINT CHURCH, THENCE ABOUT 0.85 MILE
 HY1854'NORTHWEST ALONG DIRT ROAD, AT A SHARP CURVE IN ROAD, 36 FEET
 HY1854'NORTHEAST OF THE CENTER OF ROAD, ABOUT 20 FEET SOUTHWEST OF THE
 HY1854'SOUTHWEST BANK OF LICKING RIVER, 11 FEET SOUTH OF A 5 PRONG MAPLE
 HY1854'TREE, 2 FEET EAST OF METAL WITNESS POST AND SIGN AND ABOUT LEVEL
 HY1854'WITH ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 HY1854'IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 L-81 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1855 ***********************************************************************
 HY1855  DESIGNATION -  I64 L 82
 HY1855  PID         -  HY1855
 HY1855  STATE/COUNTY-  KY/ROWAN
 HY1855  USGS QUAD   -  FARMERS (1975)
 HY1855
 HY1855                         *CURRENT SURVEY CONTROL
 HY1855  ___________________________________________________________________
 HY1855* NAD 83(1986)-  38 09 30.     (N)    083 35 56.     (W)     SCALED    
 HY1855* NAVD 88     -       216.280  (meters)     709.58   (feet)  ADJUSTED  
 HY1855  ___________________________________________________________________
 HY1855  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HY1855  DYNAMIC HT  -         216.130 (meters)     709.09  (feet)  COMP
 HY1855  MODELED GRAV-     979,931.7   (mgal)                       NAVD 88
 HY1855
 HY1855  VERT ORDER  -  SECOND    CLASS 0
 HY1855
 HY1855.The horizontal coordinates were scaled from a topographic map and have
 HY1855.an estimated accuracy of +/- 6 seconds.
 HY1855
 HY1855.The orthometric height was determined by differential leveling
 HY1855.and adjusted by the National Geodetic Survey in June 1991..
 HY1855
 HY1855.The geoid height was determined by GEOID03.
 HY1855
 HY1855.The dynamic height is computed by dividing the NAVD 88
 HY1855.geopotential number by the normal gravity value computed on the
 HY1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1855.degrees latitude (g = 980.6199 gals.).
 HY1855
 HY1855.The modeled gravity was interpolated from observed gravity values.
 HY1855
 HY1855;                    North         East    Units  Estimated Accuracy
 HY1855;SPC KY1Z     - 1,204,720.    1,688,500.      MT  (+/- 180 meters Scaled)
 HY1855
 HY1855                          SUPERSEDED SURVEY CONTROL
 HY1855
 HY1855  NGVD 29 (??/??/92)  216.435  (m)          710.09   (f) ADJ UNCH    2 0
 HY1855
 HY1855.Superseded values are not recommended for survey control.
 HY1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1855.See file dsdata.txt to determine how the superseded data were derived.
 HY1855
 HY1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC722265(NAD 83)
 HY1855_MARKER: DD = SURVEY DISK
 HY1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1855_STAMPING: I-64 L-82 1963
 HY1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1855+STABILITY: SURFACE MOTION
 HY1855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1855+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2003
 HY1855
 HY1855  HISTORY     - Date     Condition        Report By
 HY1855  HISTORY     - 1963     MONUMENTED       PAS
 HY1855  HISTORY     - 20030903 GOOD             KYDT
 HY1855
 HY1855                          STATION DESCRIPTION
 HY1855
 HY1855'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1855'3.8 MI NW FROM FARMERS.
 HY1855'0.8 MILE NORTH ALONG STATE HIGHWAY NO. 801 FROM THE POST OFFICE
 HY1855'AT FARMERS, THENCE ABOUT 3.0 MILES NORTHWEST ALONG A GRAVEL ROAD,
 HY1855'ABOUT 0.65 MILE NORTHWEST OF SLATY POINT CHURCH, 29 FEET EAST
 HY1855'OF THE CENTER OF ROAD, 8 1/2 FEET WEST OF A 15-INCH BEECH TREE,
 HY1855'2 FEET NORTHWEST OF METAL WITNESS POST AND SIGN AND ABOUT 4 FEET
 HY1855'HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 HY1855'DISK SET IN TOP OF CONCRETE POST PROJECTING 1 INCH AND STAMPED
 HY1855'I-64 L-82 1963.
 HY1855
 HY1855                          STATION RECOVERY (2003)
 HY1855
 HY1855'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HY1855'MARK IS ABOUT 72 YARDS SOUTH OF CENTER OF GRAVEL DRIVE EAST AND ABOUT
 HY1855'68 YARDS SOUTH OF SOUTH END OF EAST STONE HEADWALL FOR 18 INCH PIPE
 HY1855'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1856 ***********************************************************************
 HY1856  DESIGNATION -  I64 L 83
 HY1856  PID         -  HY1856
 HY1856  STATE/COUNTY-  KY/ROWAN
 HY1856  USGS QUAD   -  FARMERS (1975)
 HY1856
 HY1856                         *CURRENT SURVEY CONTROL
 HY1856  ___________________________________________________________________
 HY1856* NAD 83(1986)-  38 10 15.     (N)    083 35 15.     (W)     SCALED    
 HY1856* NAVD 88     -       199.906  (meters)     655.86   (feet)  ADJUSTED  
 HY1856  ___________________________________________________________________
 HY1856  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HY1856  DYNAMIC HT  -         199.767 (meters)     655.40  (feet)  COMP
 HY1856  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 HY1856
 HY1856  VERT ORDER  -  SECOND    CLASS 0
 HY1856
 HY1856.The horizontal coordinates were scaled from a topographic map and have
 HY1856.an estimated accuracy of +/- 6 seconds.
 HY1856
 HY1856.The orthometric height was determined by differential leveling
 HY1856.and adjusted by the National Geodetic Survey in June 1991..
 HY1856
 HY1856.The geoid height was determined by GEOID03.
 HY1856
 HY1856.The dynamic height is computed by dividing the NAVD 88
 HY1856.geopotential number by the normal gravity value computed on the
 HY1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1856.degrees latitude (g = 980.6199 gals.).
 HY1856
 HY1856.The modeled gravity was interpolated from observed gravity values.
 HY1856
 HY1856;                    North         East    Units  Estimated Accuracy
 HY1856;SPC KY1Z     - 1,206,130.    1,689,460.      MT  (+/- 180 meters Scaled)
 HY1856
 HY1856                          SUPERSEDED SURVEY CONTROL
 HY1856
 HY1856  NGVD 29 (??/??/92)  200.061  (m)          656.37   (f) ADJ UNCH    2 0
 HY1856
 HY1856.Superseded values are not recommended for survey control.
 HY1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1856.See file dsdata.txt to determine how the superseded data were derived.
 HY1856
 HY1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC733279(NAD 83)
 HY1856_MARKER: DD = SURVEY DISK
 HY1856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1856_SP_SET: CULVERT
 HY1856_STAMPING: I-64 L-83 1963
 HY1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1856+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2003
 HY1856
 HY1856  HISTORY     - Date     Condition        Report By
 HY1856  HISTORY     - 1963     MONUMENTED       PAS
 HY1856  HISTORY     - 20030903 GOOD             KYDT
 HY1856
 HY1856                          STATION DESCRIPTION
 HY1856
 HY1856'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1856'5 MI NW FROM FARMERS.
 HY1856'0.8 MILE NORTH ALONG STATE HIGHWAY NO. 801 FROM THE POST OFFICE
 HY1856'AT FARMERS, THENCE ABOUT 4.2 MILES NORTHWEST ALONG A GRAVEL ROAD,
 HY1856'AT A LARGE CONCRETE BOX CULVERT OVER BLUEBANK BRANCH, ABOUT 135
 HY1856'YARDS NORTHWEST OF A ROAD JUNCTION NORTHEAST, 33 FEET NORTHEAST
 HY1856'OF THE CENTER OF GRAVEL ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1856'BENCH MARK DISK SET IN DRILL HOLE IN THE TOP OF THE NORTHWEST
 HY1856'END OF THE NORTHEAST HEADWALL OF CONCRETE CULVERT AND ABOUT 8
 HY1856'FEET LOWER THAN ROAD.  THE DISK IS STAMPED I-64 L-83 1963.
 HY1856
 HY1856                          STATION RECOVERY (2003)
 HY1856
 HY1856'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HY1856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1858 ***********************************************************************
 HY1858  DESIGNATION -  I64 L 84
 HY1858  PID         -  HY1858
 HY1858  STATE/COUNTY-  KY/ROWAN
 HY1858  USGS QUAD   -  FARMERS (1975)
 HY1858
 HY1858                         *CURRENT SURVEY CONTROL
 HY1858  ___________________________________________________________________
 HY1858* NAD 83(1986)-  38 10 44.     (N)    083 34 22.     (W)     SCALED    
 HY1858* NAVD 88     -       213.611  (meters)     700.82   (feet)  ADJUSTED  
 HY1858  ___________________________________________________________________
 HY1858  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HY1858  DYNAMIC HT  -         213.463 (meters)     700.34  (feet)  COMP
 HY1858  MODELED GRAV-     979,932.2   (mgal)                       NAVD 88
 HY1858
 HY1858  VERT ORDER  -  SECOND    CLASS 0
 HY1858
 HY1858.The horizontal coordinates were scaled from a topographic map and have
 HY1858.an estimated accuracy of +/- 6 seconds.
 HY1858
 HY1858.The orthometric height was determined by differential leveling
 HY1858.and adjusted by the National Geodetic Survey in June 1991..
 HY1858
 HY1858.The geoid height was determined by GEOID03.
 HY1858
 HY1858.The dynamic height is computed by dividing the NAVD 88
 HY1858.geopotential number by the normal gravity value computed on the
 HY1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1858.degrees latitude (g = 980.6199 gals.).
 HY1858
 HY1858.The modeled gravity was interpolated from observed gravity values.
 HY1858
 HY1858;                    North         East    Units  Estimated Accuracy
 HY1858;SPC KY1Z     - 1,207,050.    1,690,730.      MT  (+/- 180 meters Scaled)
 HY1858
 HY1858                          SUPERSEDED SURVEY CONTROL
 HY1858
 HY1858  NGVD 29 (??/??/92)  213.766  (m)          701.33   (f) ADJ UNCH    2 0
 HY1858
 HY1858.Superseded values are not recommended for survey control.
 HY1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1858.See file dsdata.txt to determine how the superseded data were derived.
 HY1858
 HY1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC746287(NAD 83)
 HY1858_MARKER: DD = SURVEY DISK
 HY1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1858_STAMPING: I-64 L-84 1963
 HY1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1858+STABILITY: SURFACE MOTION
 HY1858
 HY1858  HISTORY     - Date     Condition        Report By
 HY1858  HISTORY     - 1963     MONUMENTED       PAS
 HY1858  HISTORY     - 20030903 MARK NOT FOUND   KYDT
 HY1858
 HY1858                          STATION DESCRIPTION
 HY1858
 HY1858'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1858'6 MI N FROM FARMERS.
 HY1858'0.8 MILE NORTH ALONG STATE HIGHWAY NO. 801 FROM THE POST OFFICE
 HY1858'AT FARMERS, THENCE ABOUT 4.2 MILES NORTHWEST AND NORTH ALONG A
 HY1858'GRAVEL ROAD, THENCE ABOUT 1.0 MILE NORTHEAST ALONG A DIRT ROAD,
 HY1858'79 FEET EAST OF A POWER POLE WITH TRANSFORMER, 35 FEET WEST OF
 HY1858'THE CENTER OF DIRT ROAD, 29 FEET SOUTH OF THE SOUTHEAST CORNER
 HY1858'OF BARN, 23 1/2 FEET WEST-NORTHWEST OF FENCE CORNER, 1.4 FEET
 HY1858'EAST-NORTHEAST OF METAL WITNESS POST AND SIGN AND 1 FOOT NORTH
 HY1858'OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HY1858'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64
 HY1858'L-84 1963.
 HY1858
 HY1858                          STATION RECOVERY (2003)
 HY1858
 HY1858'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HY1858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1864 ***********************************************************************
 HY1864  DESIGNATION -  I64 L 85
 HY1864  PID         -  HY1864
 HY1864  STATE/COUNTY-  KY/ROWAN
 HY1864  USGS QUAD   -  FARMERS (1975)
 HY1864
 HY1864                         *CURRENT SURVEY CONTROL
 HY1864  ___________________________________________________________________
 HY1864* NAD 83(1986)-  38 10 55.     (N)    083 31 58.     (W)     SCALED    
 HY1864* NAVD 88     -       277.942  (meters)     911.88   (feet)  ADJUSTED  
 HY1864  ___________________________________________________________________
 HY1864  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HY1864  DYNAMIC HT  -         277.751 (meters)     911.25  (feet)  COMP
 HY1864  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 HY1864
 HY1864  VERT ORDER  -  SECOND    CLASS 0
 HY1864
 HY1864.The horizontal coordinates were scaled from a topographic map and have
 HY1864.an estimated accuracy of +/- 6 seconds.
 HY1864
 HY1864.The orthometric height was determined by differential leveling
 HY1864.and adjusted by the National Geodetic Survey in June 1991..
 HY1864
 HY1864.The geoid height was determined by GEOID03.
 HY1864
 HY1864.The dynamic height is computed by dividing the NAVD 88
 HY1864.geopotential number by the normal gravity value computed on the
 HY1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1864.degrees latitude (g = 980.6199 gals.).
 HY1864
 HY1864.The modeled gravity was interpolated from observed gravity values.
 HY1864
 HY1864;                    North         East    Units  Estimated Accuracy
 HY1864;SPC KY1Z     - 1,207,470.    1,694,230.      MT  (+/- 180 meters Scaled)
 HY1864
 HY1864                          SUPERSEDED SURVEY CONTROL
 HY1864
 HY1864  NGVD 29 (??/??/92)  278.099  (m)          912.40   (f) ADJ UNCH    2 0
 HY1864
 HY1864.Superseded values are not recommended for survey control.
 HY1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1864.See file dsdata.txt to determine how the superseded data were derived.
 HY1864
 HY1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC781290(NAD 83)
 HY1864_MARKER: DD = SURVEY DISK
 HY1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1864_STAMPING: I-64 L-85 1963
 HY1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1864+STABILITY: SURFACE MOTION
 HY1864
 HY1864  HISTORY     - Date     Condition        Report By
 HY1864  HISTORY     - 1963     MONUMENTED       PAS
 HY1864
 HY1864                          STATION DESCRIPTION
 HY1864
 HY1864'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1864'4.7 MI NE FROM FARMERS.
 HY1864'3.0 MILES NORTH ALONG STATE HIGHWAY NO. 801 FROM THE POST OFFICE
 HY1864'AT FARMERS, THENCE ABOUT 1.1 MILES EAST ALONG A GRAVEL ROAD TO
 HY1864'MR. CARL BREWERS RESIDENCE, THENCE ABOUT 0.6 MILE NORTHEAST ALONG
 HY1864'AN OLD FARM ROAD, ABOUT 106 FEET EAST OF A FENCE CORNER, ABOUT
 HY1864'38 FEET WEST OF A PIPE LINE CROSSING, 23 FEET SOUTHWEST AND
 HY1864'ACROSS ROAD FROM A 12-INCH PINE TREE, 8 FEET SOUTH OF THE CENTER
 HY1864'OF FARM ROAD, 2 FEET NORTHWEST OF METAL WITNESS POST AND SIGN,
 HY1864'1.6 FEET NORTH OF WIRE FENCE AND ABOUT LEVEL WITH ROAD.  A
 HY1864'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 HY1864'CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 L-85 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1670 ***********************************************************************
 HY1670  DESIGNATION -  I64 L 87
 HY1670  PID         -  HY1670
 HY1670  STATE/COUNTY-  KY/ROWAN
 HY1670  USGS QUAD   -  MOREHEAD (1978)
 HY1670
 HY1670                         *CURRENT SURVEY CONTROL
 HY1670  ___________________________________________________________________
 HY1670* NAD 83(1986)-  38 13 33.     (N)    083 26 54.     (W)     SCALED    
 HY1670* NAVD 88     -       220.570  (meters)     723.65   (feet)  ADJUSTED  
 HY1670  ___________________________________________________________________
 HY1670  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HY1670  DYNAMIC HT  -         220.419 (meters)     723.16  (feet)  COMP
 HY1670  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 HY1670
 HY1670  VERT ORDER  -  SECOND    CLASS 0
 HY1670
 HY1670.The horizontal coordinates were scaled from a topographic map and have
 HY1670.an estimated accuracy of +/- 6 seconds.
 HY1670
 HY1670.The orthometric height was determined by differential leveling
 HY1670.and adjusted by the National Geodetic Survey in June 1991..
 HY1670
 HY1670.The geoid height was determined by GEOID03.
 HY1670
 HY1670.The dynamic height is computed by dividing the NAVD 88
 HY1670.geopotential number by the normal gravity value computed on the
 HY1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1670.degrees latitude (g = 980.6199 gals.).
 HY1670
 HY1670.The modeled gravity was interpolated from observed gravity values.
 HY1670
 HY1670;                    North         East    Units  Estimated Accuracy
 HY1670;SPC KY1Z     - 1,212,520.    1,701,500.      MT  (+/- 180 meters Scaled)
 HY1670
 HY1670                          SUPERSEDED SURVEY CONTROL
 HY1670
 HY1670  NGVD 29 (??/??/92)  220.72   (m)          724.1    (f) COMPUTED    2 0
 HY1670
 HY1670.Superseded values are not recommended for survey control.
 HY1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1670.See file dsdata.txt to determine how the superseded data were derived.
 HY1670
 HY1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC856337(NAD 83)
 HY1670_MARKER: DD = SURVEY DISK
 HY1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1670_STAMPING: I-64 L-87 1964
 HY1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1670+STABILITY: SURFACE MOTION
 HY1670
 HY1670  HISTORY     - Date     Condition        Report By
 HY1670  HISTORY     - 1964     MONUMENTED       PAS
 HY1670  HISTORY     - 1964     GOOD             PAS
 HY1670
 HY1670                          STATION DESCRIPTION
 HY1670
 HY1670'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1670'6.8 MI N FROM MOREHEAD.
 HY1670'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HY1670'JUNCTION OF STATE HIGHWAY 32 AND U.S. HIGHWAY 60 IN MOREHEAD,
 HY1670'THENCE ABOUT 2.3 MILES NORTHEAST ALONG STATE HIGHWAY 377,
 HY1670'THENCE ABOUT 0.6 MILE SOUTHEAST ALONG AN OLD DIRT ROAD, ABOUT
 HY1670'155 FEET SOUTHEAST OF NORTH FORK TRIPLETT CREEK, 45 FEET
 HY1670'NORTHEAST OF A 12-INCH HEMLOCK TREE, 10 FEET NORTH-NORTHWEST
 HY1670'OF THE CENTER OF OLD ROAD AND 1 1/2 FEET SOUTH OF METAL WITNESS
 HY1670'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 HY1670'DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED
 HY1670'I-64 L-87 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1676 ***********************************************************************
 HY1676  DESIGNATION -  I64 L 88
 HY1676  PID         -  HY1676
 HY1676  STATE/COUNTY-  KY/ROWAN
 HY1676  USGS QUAD   -  CRANSTON (1970)
 HY1676
 HY1676                         *CURRENT SURVEY CONTROL
 HY1676  ___________________________________________________________________
 HY1676* NAD 83(1986)-  38 15 38.     (N)    083 25 41.     (W)     SCALED    
 HY1676* NAVD 88     -       235.781  (meters)     773.56   (feet)  ADJUSTED  
 HY1676  ___________________________________________________________________
 HY1676  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HY1676  DYNAMIC HT  -         235.621 (meters)     773.03  (feet)  COMP
 HY1676  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 HY1676
 HY1676  VERT ORDER  -  SECOND    CLASS 0
 HY1676
 HY1676.The horizontal coordinates were scaled from a topographic map and have
 HY1676.an estimated accuracy of +/- 6 seconds.
 HY1676
 HY1676.The orthometric height was determined by differential leveling
 HY1676.and adjusted by the National Geodetic Survey in June 1991..
 HY1676
 HY1676.The geoid height was determined by GEOID03.
 HY1676
 HY1676.The dynamic height is computed by dividing the NAVD 88
 HY1676.geopotential number by the normal gravity value computed on the
 HY1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1676.degrees latitude (g = 980.6199 gals.).
 HY1676
 HY1676.The modeled gravity was interpolated from observed gravity values.
 HY1676
 HY1676;                    North         East    Units  Estimated Accuracy
 HY1676;SPC KY1Z     - 1,216,420.    1,703,180.      MT  (+/- 180 meters Scaled)
 HY1676
 HY1676                          SUPERSEDED SURVEY CONTROL
 HY1676
 HY1676  NGVD 29 (??/??/92)  235.927  (m)          774.04   (f) ADJ UNCH    2 0
 HY1676
 HY1676.Superseded values are not recommended for survey control.
 HY1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1676.See file dsdata.txt to determine how the superseded data were derived.
 HY1676
 HY1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC875375(NAD 83)
 HY1676_MARKER: DD = SURVEY DISK
 HY1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1676_STAMPING: I-64 L-88 1964
 HY1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1676+STABILITY: SURFACE MOTION
 HY1676
 HY1676  HISTORY     - Date     Condition        Report By
 HY1676  HISTORY     - 1964     MONUMENTED       PAS
 HY1676  HISTORY     - 1979     GOOD             LOCENG
 HY1676
 HY1676                          STATION DESCRIPTION
 HY1676
 HY1676'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1676'9.4 MI N FROM MOREHEAD.
 HY1676'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HY1676'JUNCTION OF STATE HIGHWAY 32 AND U.S. HIGHWAY 60 IN MOREHEAD,
 HY1676'THENCE ABOUT 5.0 MILES NORTHEAST ALONG STATE HIGHWAY 377
 HY1676'TO A CROSSROAD AT CRANSTON, THENCE ABOUT 0.5 MILE SOUTHEAST
 HY1676'ALONG DIRT ROAD, ABOUT 54 FEET EAST OF AN UNDERGROUND PIPE
 HY1676'LINE, 14 FEET SOUTH OF THE CENTER OF ROAD, 2.7 FEET NORTH
 HY1676'OF WIRE FENCE AND 2 FEET NORTHWEST OF METAL WITNESS POST AND
 HY1676'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HY1676'TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 L-88 1964.
 HY1676
 HY1676                          STATION RECOVERY (1979)
 HY1676
 HY1676'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1680 ***********************************************************************
 HY1680  DESIGNATION -  I64 L 89
 HY1680  PID         -  HY1680
 HY1680  STATE/COUNTY-  KY/ROWAN
 HY1680  USGS QUAD   -  CRANSTON (1970)
 HY1680
 HY1680                         *CURRENT SURVEY CONTROL
 HY1680  ___________________________________________________________________
 HY1680* NAD 83(1986)-  38 17 25.     (N)    083 23 56.     (W)     SCALED    
 HY1680* NAVD 88     -       243.764  (meters)     799.75   (feet)  ADJUSTED  
 HY1680  ___________________________________________________________________
 HY1680  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HY1680  DYNAMIC HT  -         243.598 (meters)     799.20  (feet)  COMP
 HY1680  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 HY1680
 HY1680  VERT ORDER  -  SECOND    CLASS 0
 HY1680
 HY1680.The horizontal coordinates were scaled from a topographic map and have
 HY1680.an estimated accuracy of +/- 6 seconds.
 HY1680
 HY1680.The orthometric height was determined by differential leveling
 HY1680.and adjusted by the National Geodetic Survey in June 1991..
 HY1680
 HY1680.The geoid height was determined by GEOID03.
 HY1680
 HY1680.The dynamic height is computed by dividing the NAVD 88
 HY1680.geopotential number by the normal gravity value computed on the
 HY1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1680.degrees latitude (g = 980.6199 gals.).
 HY1680
 HY1680.The modeled gravity was interpolated from observed gravity values.
 HY1680
 HY1680;                    North         East    Units  Estimated Accuracy
 HY1680;SPC KY1Z     - 1,219,780.    1,705,650.      MT  (+/- 180 meters Scaled)
 HY1680
 HY1680                          SUPERSEDED SURVEY CONTROL
 HY1680
 HY1680  NGVD 29 (??/??/92)  243.904  (m)          800.21   (f) ADJ UNCH    2 0
 HY1680
 HY1680.Superseded values are not recommended for survey control.
 HY1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1680.See file dsdata.txt to determine how the superseded data were derived.
 HY1680
 HY1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC902407(NAD 83)
 HY1680_MARKER: DD = SURVEY DISK
 HY1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1680_STAMPING: I 64 L 89 1964
 HY1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1680+STABILITY: SURFACE MOTION
 HY1680
 HY1680  HISTORY     - Date     Condition        Report By
 HY1680  HISTORY     - 1964     MONUMENTED       PAS
 HY1680
 HY1680                          STATION DESCRIPTION
 HY1680
 HY1680'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1680'11.6 MI N FROM MOREHEAD.
 HY1680'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HY1680'JUNCTION OF STATE HIGHWAY 32 AND U.S. HIGHWAY 60 IN MOREHEAD,
 HY1680'THENCE ABOUT 7.8 MILES NORTHEAST ALONG STATE HIGHWAY 377,
 HY1680'ABOUT 0.2 MILE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 799,
 HY1680'ABOUT 100 FEET NORTHEAST OF THE INTERSECTION OF HIGHWAY AND DRIVE
 HY1680'NORTHWEST TO A 1 STORY FRAME HOUSE, 23 FEET WEST OF THE SOUTHWEST
 HY1680'CORNER OF BARN, 19 FEET SOUTHEAST OF THE CENTER OF HIGHWAY,
 HY1680'14 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET WEST OF METAL
 HY1680'WITNESS POST AND SIGN, 1 FOOT NORTH OF WIRE FENCE AND ABOUT
 HY1680'LEVEL WITH HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HY1680'MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND
 HY1680'STAMPED I-64 L-89 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1645 ***********************************************************************
 HZ1645  DESIGNATION -  I64 L 9
 HZ1645  PID         -  HZ1645
 HZ1645  STATE/COUNTY-  KY/JEFFERSON
 HZ1645  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1645
 HZ1645                         *CURRENT SURVEY CONTROL
 HZ1645  ___________________________________________________________________
 HZ1645* NAD 83(1986)-  38 13 27.     (N)    085 35 54.     (W)     SCALED    
 HZ1645* NAVD 88     -       193.413  (meters)     634.56   (feet)  ADJUSTED  
 HZ1645  ___________________________________________________________________
 HZ1645  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ1645  DYNAMIC HT  -         193.282 (meters)     634.13  (feet)  COMP
 HZ1645  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 HZ1645
 HZ1645  VERT ORDER  -  SECOND    CLASS 0
 HZ1645
 HZ1645.The horizontal coordinates were scaled from a topographic map and have
 HZ1645.an estimated accuracy of +/- 6 seconds.
 HZ1645
 HZ1645.The orthometric height was determined by differential leveling
 HZ1645.and adjusted by the National Geodetic Survey in June 1991..
 HZ1645
 HZ1645.The geoid height was determined by GEOID03.
 HZ1645
 HZ1645.The dynamic height is computed by dividing the NAVD 88
 HZ1645.geopotential number by the normal gravity value computed on the
 HZ1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1645.degrees latitude (g = 980.6199 gals.).
 HZ1645
 HZ1645.The modeled gravity was interpolated from observed gravity values.
 HZ1645
 HZ1645;                    North         East    Units  Estimated Accuracy
 HZ1645;SPC KY1Z     - 1,209,860.    1,513,280.      MT  (+/- 180 meters Scaled)
 HZ1645
 HZ1645                          SUPERSEDED SURVEY CONTROL
 HZ1645
 HZ1645  NGVD 29 (??/??/92)  193.564  (m)          635.05   (f) ADJ UNCH    2 0
 HZ1645
 HZ1645.Superseded values are not recommended for survey control.
 HZ1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1645.See file dsdata.txt to determine how the superseded data were derived.
 HZ1645
 HZ1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH226316(NAD 83)
 HZ1645_MARKER: DD = SURVEY DISK
 HZ1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1645_STAMPING: I64-L9-1960
 HZ1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1645+STABILITY: SURFACE MOTION
 HZ1645
 HZ1645  HISTORY     - Date     Condition        Report By
 HZ1645  HISTORY     - 1960     MONUMENTED       PAS
 HZ1645
 HZ1645                          STATION DESCRIPTION
 HZ1645
 HZ1645'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1645'2.8 MI NW FROM JEFFERSONTOWN.
 HZ1645'ABOUT 0.05 MILE NORTHEAST ALONG WATTERSON STREET FROM THE POST
 HZ1645'OFFICE IN JEFFERSONTOWN, THENCE ABOUT 2.85 MILES NORTHWEST
 HZ1645'AND WEST ALONG STATE HIGHWAY 155, THENCE ABOUT 0.05 MILE NORTHWEST
 HZ1645'ALONG LOWE ROAD, THENCE ABOUT 0.5 MILE NORTHEAST ALONG STERLING
 HZ1645'ROAD IN SHEFFIELD MANOR SUB-DIVISION, AT THE END OF STERLING
 HZ1645'ROAD, 30.5 FEET SOUTHEAST OF AN 18 INCH HACKBERRY TREE, 14.5
 HZ1645'FEET NORTHWEST OF A 24 INCH HACKBERRY TREE, 3.8 FEET WEST OF A
 HZ1645'METAL WITNESS POST AND SIGN, 2.5 FEET SOUTHWEST OF WIRE FENCE,
 HZ1645'AND 2.0 FEET NORTHEAST OF THE EAST FACE OF CONCRETE BASE FOR
 HZ1645'LAMP POST.  A KENTUCKY DEPARTMENT OF HIGHWAY BENCH MARK DISK SET IN
 HZ1645'THE TOP OF A CONCRETE CYLINDER PROJECTING 3 INCHES AND STAMPED
 HZ1645'I64-L9-1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1682 ***********************************************************************
 HY1682  DESIGNATION -  I64 L 90
 HY1682  PID         -  HY1682
 HY1682  STATE/COUNTY-  KY/ROWAN
 HY1682  USGS QUAD   -  CRANSTON (1970)
 HY1682
 HY1682                         *CURRENT SURVEY CONTROL
 HY1682  ___________________________________________________________________
 HY1682* NAD 83(1986)-  38 16 51.     (N)    083 23 03.     (W)     SCALED    
 HY1682* NAVD 88     -       299.600  (meters)     982.94   (feet)  ADJUSTED  
 HY1682  ___________________________________________________________________
 HY1682  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HY1682  DYNAMIC HT  -         299.395 (meters)     982.27  (feet)  COMP
 HY1682  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 HY1682
 HY1682  VERT ORDER  -  SECOND    CLASS 0
 HY1682
 HY1682.The horizontal coordinates were scaled from a topographic map and have
 HY1682.an estimated accuracy of +/- 6 seconds.
 HY1682
 HY1682.The orthometric height was determined by differential leveling
 HY1682.and adjusted by the National Geodetic Survey in June 1991..
 HY1682
 HY1682.The geoid height was determined by GEOID03.
 HY1682
 HY1682.The dynamic height is computed by dividing the NAVD 88
 HY1682.geopotential number by the normal gravity value computed on the
 HY1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1682.degrees latitude (g = 980.6199 gals.).
 HY1682
 HY1682.The modeled gravity was interpolated from observed gravity values.
 HY1682
 HY1682;                    North         East    Units  Estimated Accuracy
 HY1682;SPC KY1Z     - 1,218,760.    1,706,970.      MT  (+/- 180 meters Scaled)
 HY1682
 HY1682                          SUPERSEDED SURVEY CONTROL
 HY1682
 HY1682  NGVD 29 (??/??/92)  299.734  (m)          983.38   (f) ADJ UNCH    2 0
 HY1682
 HY1682.Superseded values are not recommended for survey control.
 HY1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1682.See file dsdata.txt to determine how the superseded data were derived.
 HY1682
 HY1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC914396(NAD 83)
 HY1682_MARKER: DD = SURVEY DISK
 HY1682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1682_SP_SET: CULVERT
 HY1682_STAMPING: I-64 L-90 1964
 HY1682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1682
 HY1682  HISTORY     - Date     Condition        Report By
 HY1682  HISTORY     - 1964     MONUMENTED       PAS
 HY1682
 HY1682                          STATION DESCRIPTION
 HY1682
 HY1682'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1682'9 MI NE FROM MOREHEAD.
 HY1682'ABOUT 4.7 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE ROWAN
 HY1682'COUNTY COURT HOUSE IN MOREHEAD, THENCE ABOUT 4.35 MILES NORTH
 HY1682'ALONG STATE HIGHWAY 799, ABOUT 1.15 MILES SOUTH OF THE JUNCTION
 HY1682'OF STATE HIGHWAY 766, 19 FEET NORTHWEST OF THE CENTER OF HIGHWAY
 HY1682'AND ABOUT LEVEL WITH HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1682'BENCH MARK DISK SET IN THE TOP OF THE SOUTHWEST END OF THE
 HY1682'NORTHWEST HEADWALL OF CONCRETE CULVERT AND STAMPED I-64 L-90
 HY1682'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1687 ***********************************************************************
 HY1687  DESIGNATION -  I64 L 91
 HY1687  PID         -  HY1687
 HY1687  STATE/COUNTY-  KY/ROWAN
 HY1687  USGS QUAD   -  SOLDIER (1970)
 HY1687
 HY1687                         *CURRENT SURVEY CONTROL
 HY1687  ___________________________________________________________________
 HY1687* NAD 83(1986)-  38 16 35.     (N)    083 21 55.     (W)     SCALED    
 HY1687* NAVD 88     -       332.484  (meters)    1090.82   (feet)  ADJUSTED  
 HY1687  ___________________________________________________________________
 HY1687  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY1687  DYNAMIC HT  -         332.254 (meters)    1090.07  (feet)  COMP
 HY1687  MODELED GRAV-     979,925.9   (mgal)                       NAVD 88
 HY1687
 HY1687  VERT ORDER  -  SECOND    CLASS 0
 HY1687
 HY1687.The horizontal coordinates were scaled from a topographic map and have
 HY1687.an estimated accuracy of +/- 6 seconds.
 HY1687
 HY1687.The orthometric height was determined by differential leveling
 HY1687.and adjusted by the National Geodetic Survey in June 1991..
 HY1687
 HY1687.The geoid height was determined by GEOID03.
 HY1687
 HY1687.The dynamic height is computed by dividing the NAVD 88
 HY1687.geopotential number by the normal gravity value computed on the
 HY1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1687.degrees latitude (g = 980.6199 gals.).
 HY1687
 HY1687.The modeled gravity was interpolated from observed gravity values.
 HY1687
 HY1687;                    North         East    Units  Estimated Accuracy
 HY1687;SPC KY1Z     - 1,218,310.    1,708,630.      MT  (+/- 180 meters Scaled)
 HY1687
 HY1687                          SUPERSEDED SURVEY CONTROL
 HY1687
 HY1687  NGVD 29 (??/??/92)  332.612  (m)         1091.24   (f) ADJ UNCH    2 0
 HY1687
 HY1687.Superseded values are not recommended for survey control.
 HY1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1687.See file dsdata.txt to determine how the superseded data were derived.
 HY1687
 HY1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC931391(NAD 83)
 HY1687_MARKER: DD = SURVEY DISK
 HY1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1687_STAMPING: I-64 L-91 1964
 HY1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1687+STABILITY: SURFACE MOTION
 HY1687
 HY1687  HISTORY     - Date     Condition        Report By
 HY1687  HISTORY     - 1964     MONUMENTED       PAS
 HY1687
 HY1687                          STATION DESCRIPTION
 HY1687
 HY1687'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1687'8.4 MI NE FROM MOREHEAD.
 HY1687'ABOUT 4.7 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE ROWAN
 HY1687'COUNTY COURT HOUSE IN MOREHEAD, THENCE ABOUT 3.1 MILES
 HY1687'NORTH ALONG STATE HIGHWAY 799, THENCE ABOUT 0.6 MILE NORTHEAST
 HY1687'ALONG DIRT ROAD THAT PARALLELS PERRY BRANCH, 45 FEET SOUTHWEST
 HY1687'OF A 15-INCH ELM TREE, ABOUT 20 FEET SOUTHEAST OF BRANCH, 8
 HY1687'FEET SOUTHEAST OF THE CENTER OF OLD ROAD AND 1 1/2 FEET
 HY1687'NORTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HY1687'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST
 HY1687'PROJECTING 2 INCHES AND STAMPED I-64 L-91 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1692 ***********************************************************************
 HY1692  DESIGNATION -  I64 L 92
 HY1692  PID         -  HY1692
 HY1692  STATE/COUNTY-  KY/ROWAN
 HY1692  USGS QUAD   -  SOLDIER (1970)
 HY1692
 HY1692                         *CURRENT SURVEY CONTROL
 HY1692  ___________________________________________________________________
 HY1692* NAD 83(1986)-  38 15 49.     (N)    083 19 59.     (W)     SCALED    
 HY1692* NAVD 88     -       285.406  (meters)     936.37   (feet)  ADJUSTED  
 HY1692  ___________________________________________________________________
 HY1692  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1692  DYNAMIC HT  -         285.207 (meters)     935.72  (feet)  COMP
 HY1692  MODELED GRAV-     979,923.1   (mgal)                       NAVD 88
 HY1692
 HY1692  VERT ORDER  -  SECOND    CLASS 0
 HY1692
 HY1692.The horizontal coordinates were scaled from a topographic map and have
 HY1692.an estimated accuracy of +/- 6 seconds.
 HY1692
 HY1692.The orthometric height was determined by differential leveling
 HY1692.and adjusted by the National Geodetic Survey in June 1991..
 HY1692
 HY1692.The geoid height was determined by GEOID03.
 HY1692
 HY1692.The dynamic height is computed by dividing the NAVD 88
 HY1692.geopotential number by the normal gravity value computed on the
 HY1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1692.degrees latitude (g = 980.6199 gals.).
 HY1692
 HY1692.The modeled gravity was interpolated from observed gravity values.
 HY1692
 HY1692;                    North         East    Units  Estimated Accuracy
 HY1692;SPC KY1Z     - 1,216,970.    1,711,490.      MT  (+/- 180 meters Scaled)
 HY1692
 HY1692                          SUPERSEDED SURVEY CONTROL
 HY1692
 HY1692  NGVD 29 (??/??/92)  285.529  (m)          936.77   (f) ADJ UNCH    2 0
 HY1692
 HY1692.Superseded values are not recommended for survey control.
 HY1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1692.See file dsdata.txt to determine how the superseded data were derived.
 HY1692
 HY1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC958376(NAD 83)
 HY1692_MARKER: DD = SURVEY DISK
 HY1692_SETTING: 66 = SET IN ROCK OUTCROP
 HY1692_SP_SET: ROCK SHELF
 HY1692_STAMPING: I-64 L-92 1964
 HY1692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1692+STABILITY: POSITION/ELEVATION WELL
 HY1692
 HY1692  HISTORY     - Date     Condition        Report By
 HY1692  HISTORY     - 1964     MONUMENTED       PAS
 HY1692  HISTORY     - 20011213 MARK NOT FOUND   KYDT
 HY1692
 HY1692                          STATION DESCRIPTION
 HY1692
 HY1692'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1692'8 MI NE FROM MOREHEAD.
 HY1692'ABOUT 8.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 HY1692'ROWAN COUNTY COURT HOUSE IN MOREHEAD, ABOUT 0.9 MILE SOUTHWEST
 HY1692'OF THE ROWAN-CHARTER COUNTY LINE, ABOUT 0.05 MILE SOUTH OF THE
 HY1692'JUNCTION OF A DIRT ROAD NORTHWEST, AT THE NORTH END OF A ROCK
 HY1692'CUT, 19 FEET EAST OF THE CENTER OF HIGHWAY AND ABOUT 1 FOOT
 HY1692'HIGHER THAN HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HY1692'MRAK DISK SET IN DRILL HOLE IN SANDSTONE SHELF AND STAMPED
 HY1692'I-64 L-92 1964.
 HY1692
 HY1692                          STATION RECOVERY (2001)
 HY1692
 HY1692'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY1692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1693 ***********************************************************************
 HY1693  DESIGNATION -  I64 L 93
 HY1693  PID         -  HY1693
 HY1693  STATE/COUNTY-  KY/ROWAN
 HY1693  USGS QUAD   -  SOLDIER (1970)
 HY1693
 HY1693                         *CURRENT SURVEY CONTROL
 HY1693  ___________________________________________________________________
 HY1693* NAD 83(1986)-  38 15 08.     (N)    083 20 20.     (W)     SCALED    
 HY1693* NAVD 88     -       271.387  (meters)     890.38   (feet)  ADJUSTED  
 HY1693  ___________________________________________________________________
 HY1693  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HY1693  DYNAMIC HT  -         271.197 (meters)     889.75  (feet)  COMP
 HY1693  MODELED GRAV-     979,923.5   (mgal)                       NAVD 88
 HY1693
 HY1693  VERT ORDER  -  SECOND    CLASS 0
 HY1693
 HY1693.The horizontal coordinates were scaled from a topographic map and have
 HY1693.an estimated accuracy of +/- 6 seconds.
 HY1693
 HY1693.The orthometric height was determined by differential leveling
 HY1693.and adjusted by the National Geodetic Survey in June 1991..
 HY1693
 HY1693.The geoid height was determined by GEOID03.
 HY1693
 HY1693.The dynamic height is computed by dividing the NAVD 88
 HY1693.geopotential number by the normal gravity value computed on the
 HY1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1693.degrees latitude (g = 980.6199 gals.).
 HY1693
 HY1693.The modeled gravity was interpolated from observed gravity values.
 HY1693
 HY1693;                    North         East    Units  Estimated Accuracy
 HY1693;SPC KY1Z     - 1,215,690.    1,711,010.      MT  (+/- 180 meters Scaled)
 HY1693
 HY1693                          SUPERSEDED SURVEY CONTROL
 HY1693
 HY1693  NGVD 29 (??/??/92)  271.510  (m)          890.78   (f) ADJ UNCH    2 0
 HY1693
 HY1693.Superseded values are not recommended for survey control.
 HY1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1693.See file dsdata.txt to determine how the superseded data were derived.
 HY1693
 HY1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC953363(NAD 83)
 HY1693_MARKER: DD = SURVEY DISK
 HY1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1693_STAMPING: I-64 L-93 1964
 HY1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1693+STABILITY: SURFACE MOTION
 HY1693
 HY1693  HISTORY     - Date     Condition        Report By
 HY1693  HISTORY     - 1964     MONUMENTED       PAS
 HY1693  HISTORY     - 20011213 MARK NOT FOUND   KYDT
 HY1693
 HY1693                          STATION DESCRIPTION
 HY1693
 HY1693'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1693'7.2 MI NE FROM MOREHEAD.
 HY1693'ABOUT 7.15 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE ROWAN
 HY1693'COUNTY COURT HOUSE IN MOREHEAD, ABOUT 0.9 MILE NORTHEAST OF THE
 HY1693'JUNCTION OF STATE HIGHWAY 174, APPROXIMATELY 35 FEET SOUTHEAST
 HY1693'OF HAYS BRANCH, 39 FEET NORTHWEST OF THE CENTER OF HIGHWAY,
 HY1693'2 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 1.7 FEET SOUTHEAST OF
 HY1693'METAL WITNESS POST AND SIGN AND ABOUT 2 FEET LOWER THAN HIGHWAY.
 HY1693'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 HY1693'CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 L-93 1964.
 HY1693
 HY1693                          STATION RECOVERY (2001)
 HY1693
 HY1693'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY1693'A NEW HIGHWAY BRIDGE AND APPROACHES CONSTRUCTED NEAR THIS LOCATION IN
 HY1693'1987, MARK PROBABLY GRADED OUT, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1694 ***********************************************************************
 HY1694  DESIGNATION -  I64 L 94
 HY1694  PID         -  HY1694
 HY1694  STATE/COUNTY-  KY/CARTER
 HY1694  USGS QUAD   -  SOLDIER (1970)
 HY1694
 HY1694                         *CURRENT SURVEY CONTROL
 HY1694  ___________________________________________________________________
 HY1694* NAD 83(1986)-  38 16 23.     (N)    083 18 55.     (W)     SCALED    
 HY1694* NAVD 88     -       303.594  (meters)     996.04   (feet)  ADJUSTED  
 HY1694  ___________________________________________________________________
 HY1694  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HY1694  DYNAMIC HT  -         303.383 (meters)     995.35  (feet)  COMP
 HY1694  MODELED GRAV-     979,927.5   (mgal)                       NAVD 88
 HY1694
 HY1694  VERT ORDER  -  SECOND    CLASS 0
 HY1694
 HY1694.The horizontal coordinates were scaled from a topographic map and have
 HY1694.an estimated accuracy of +/- 6 seconds.
 HY1694
 HY1694.The orthometric height was determined by differential leveling
 HY1694.and adjusted by the National Geodetic Survey in June 1991..
 HY1694
 HY1694.The geoid height was determined by GEOID03.
 HY1694
 HY1694.The dynamic height is computed by dividing the NAVD 88
 HY1694.geopotential number by the normal gravity value computed on the
 HY1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1694.degrees latitude (g = 980.6199 gals.).
 HY1694
 HY1694.The modeled gravity was interpolated from observed gravity values.
 HY1694
 HY1694;                    North         East    Units  Estimated Accuracy
 HY1694;SPC KY1Z     - 1,218,060.    1,713,010.      MT  (+/- 180 meters Scaled)
 HY1694
 HY1694                          SUPERSEDED SURVEY CONTROL
 HY1694
 HY1694  NGVD 29 (??/??/92)  303.719  (m)          996.45   (f) ADJ UNCH    2 0
 HY1694
 HY1694.Superseded values are not recommended for survey control.
 HY1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1694.See file dsdata.txt to determine how the superseded data were derived.
 HY1694
 HY1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC974386(NAD 83)
 HY1694_MARKER: DD = SURVEY DISK
 HY1694_SETTING: 66 = SET IN ROCK OUTCROP
 HY1694_SP_SET: ROCK OUTCROP
 HY1694_STAMPING: I-64 L-94 1964
 HY1694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1694+STABILITY: POSITION/ELEVATION WELL
 HY1694
 HY1694  HISTORY     - Date     Condition        Report By
 HY1694  HISTORY     - 1964     MONUMENTED       PAS
 HY1694  HISTORY     - 20011212 MARK NOT FOUND   KYDT
 HY1694
 HY1694                          STATION DESCRIPTION
 HY1694
 HY1694'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1694'8.6 MI W FROM OLIVE HILL.
 HY1694'ABOUT 8.6 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 HY1694'STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL, ABOUT 0.3
 HY1694'MILE NORTHEAST OF THE ROWAN-CARTER COUNTY LINE, AT A ROAD
 HY1694'JUNCTION SOUTHEAST TO SOLDIER, 67 FEET NORTH OF THE CENTER OF
 HY1694'HIGHWAY, 1.8 FEET NORTH OF THE NORTHEAST CORNER OF JAMES
 HY1694'THOMPSONS COMBINATION GROCERY STORE AND DWELLING AND ABOUT 1 FOOT
 HY1694'HIGHER THAN HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HY1694'MARK DISK SET IN DRILL HOLE IN SANDSTONE OUTCROP AND STAMPED
 HY1694'I-64 L-94 1964.
 HY1694
 HY1694                          STATION RECOVERY (2001)
 HY1694
 HY1694'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY1694'STORE/HOUSE NO LONGER AT LOCATION, AREA OVERGROWN, MARK POSSIBLY HERE
 HY1694'BUT SILTED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1695 ***********************************************************************
 HY1695  DESIGNATION -  I64 L 95
 HY1695  PID         -  HY1695
 HY1695  STATE/COUNTY-  KY/CARTER
 HY1695  USGS QUAD   -  SOLDIER (1970)
 HY1695
 HY1695                         *CURRENT SURVEY CONTROL
 HY1695  ___________________________________________________________________
 HY1695* NAD 83(1986)-  38 16 56.     (N)    083 18 08.     (W)     SCALED    
 HY1695* NAVD 88     -       278.853  (meters)     914.87   (feet)  ADJUSTED  
 HY1695  ___________________________________________________________________
 HY1695  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HY1695  DYNAMIC HT  -         278.660 (meters)     914.24  (feet)  COMP
 HY1695  MODELED GRAV-     979,930.2   (mgal)                       NAVD 88
 HY1695
 HY1695  VERT ORDER  -  SECOND    CLASS 0
 HY1695
 HY1695.The horizontal coordinates were scaled from a topographic map and have
 HY1695.an estimated accuracy of +/- 6 seconds.
 HY1695
 HY1695.The orthometric height was determined by differential leveling
 HY1695.and adjusted by the National Geodetic Survey in June 1991..
 HY1695
 HY1695.The geoid height was determined by GEOID03.
 HY1695
 HY1695.The dynamic height is computed by dividing the NAVD 88
 HY1695.geopotential number by the normal gravity value computed on the
 HY1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1695.degrees latitude (g = 980.6199 gals.).
 HY1695
 HY1695.The modeled gravity was interpolated from observed gravity values.
 HY1695
 HY1695;                    North         East    Units  Estimated Accuracy
 HY1695;SPC KY1Z     - 1,219,100.    1,714,130.      MT  (+/- 180 meters Scaled)
 HY1695
 HY1695                          SUPERSEDED SURVEY CONTROL
 HY1695
 HY1695  NGVD 29 (??/??/92)  278.980  (m)          915.29   (f) ADJ UNCH    2 0
 HY1695
 HY1695.Superseded values are not recommended for survey control.
 HY1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1695.See file dsdata.txt to determine how the superseded data were derived.
 HY1695
 HY1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC986396(NAD 83)
 HY1695_MARKER: DD = SURVEY DISK
 HY1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1695_STAMPING: I-64 L-95 1964
 HY1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1695+STABILITY: SURFACE MOTION
 HY1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1695+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 HY1695
 HY1695  HISTORY     - Date     Condition        Report By
 HY1695  HISTORY     - 1964     MONUMENTED       PAS
 HY1695  HISTORY     - 20011212 GOOD             KYDT
 HY1695
 HY1695                          STATION DESCRIPTION
 HY1695
 HY1695'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1695'7.6 MI W FROM OLIVE HILL.
 HY1695'ABOUT 7.6 MILES WEST ALONG U.S. HIHGWAY 60 FROM THE JUNCTION
 HY1695'OF STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL, AT A
 HY1695'ROAD JUNCTION NORTHWEST, ABOUT 100 FEET SOUTHWEST OF JUNCTION,
 HY1695'53 FEET SOUTHWEST OF THE SOUTHWEST END OF NORTHWEST HEADWALL
 HY1695'OF CONCRETE CULVERT OVER GREASY CREEK, 27 FEET NORTHWEST OF
 HY1695'THE CENTER OF HIGHWAY, 2 FEET NORTHEAST OF METAL WITNESS POST
 HY1695'AND SIGN, 2 FEET SOUTHEAST OF WIRE FENCE AND ABOUT 1 FOOT HIGHER
 HY1695'THAN HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HY1695'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64
 HY1695'L-95 1964.
 HY1695
 HY1695                          STATION RECOVERY (2001)
 HY1695
 HY1695'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY1695'MARK IS BURIED 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1696 ***********************************************************************
 HY1696  DESIGNATION -  I64 L 96
 HY1696  PID         -  HY1696
 HY1696  STATE/COUNTY-  KY/CARTER
 HY1696  USGS QUAD   -  SOLDIER (1970)
 HY1696
 HY1696                         *CURRENT SURVEY CONTROL
 HY1696  ___________________________________________________________________
 HY1696* NAD 83(1986)-  38 16 59.     (N)    083 18 59.     (W)     SCALED    
 HY1696* NAVD 88     -       299.584  (meters)     982.89   (feet)  ADJUSTED  
 HY1696  ___________________________________________________________________
 HY1696  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1696  DYNAMIC HT  -         299.376 (meters)     982.20  (feet)  COMP
 HY1696  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 HY1696
 HY1696  VERT ORDER  -  SECOND    CLASS 0
 HY1696
 HY1696.The horizontal coordinates were scaled from a topographic map and have
 HY1696.an estimated accuracy of +/- 6 seconds.
 HY1696
 HY1696.The orthometric height was determined by differential leveling
 HY1696.and adjusted by the National Geodetic Survey in June 1991..
 HY1696
 HY1696.The geoid height was determined by GEOID03.
 HY1696
 HY1696.The dynamic height is computed by dividing the NAVD 88
 HY1696.geopotential number by the normal gravity value computed on the
 HY1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1696.degrees latitude (g = 980.6199 gals.).
 HY1696
 HY1696.The modeled gravity was interpolated from observed gravity values.
 HY1696
 HY1696;                    North         East    Units  Estimated Accuracy
 HY1696;SPC KY1Z     - 1,219,160.    1,712,890.      MT  (+/- 180 meters Scaled)
 HY1696
 HY1696                          SUPERSEDED SURVEY CONTROL
 HY1696
 HY1696  NGVD 29 (??/??/92)  299.710  (m)          983.30   (f) ADJ UNCH    2 0
 HY1696
 HY1696.Superseded values are not recommended for survey control.
 HY1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1696.See file dsdata.txt to determine how the superseded data were derived.
 HY1696
 HY1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC973397(NAD 83)
 HY1696_MARKER: DD = SURVEY DISK
 HY1696_SETTING: 66 = SET IN ROCK OUTCROP
 HY1696_SP_SET: ROCK LEDGE
 HY1696_STAMPING: I-64 L-96 1964
 HY1696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1696+STABILITY: POSITION/ELEVATION WELL
 HY1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1696+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 HY1696
 HY1696  HISTORY     - Date     Condition        Report By
 HY1696  HISTORY     - 1964     MONUMENTED       PAS
 HY1696  HISTORY     - 20011212 GOOD             KYDT
 HY1696
 HY1696                          STATION DESCRIPTION
 HY1696
 HY1696'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1696'8.4 MI W FROM OLIVE HILL.
 HY1696'ABOUT 7.6 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HY1696'OF STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL TO A
 HY1696'GRAVEL ROAD RIGHT AT GREASY CREEK, THENCE ABOUT 0.8 MILE NORTHWEST
 HY1696'ALONG GRAVEL ROAD, ABOUT 200 FEET WEST OF STREAM FORD, 54 FEET
 HY1696'NORTHWEST OF THE NORTHEAST CORNER OF A LARGE BARN, 28 FEET
 HY1696'NORTH OF THE CENTER OF ROAD, 0.8 FOOT ABOVE CHISELED X ON THE
 HY1696'FACE OF ROCK LEDGE AND ABOUT 5 FEET HIGHER THAN ROAD.  A KENTUCKY
 HY1696'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE ON A
 HY1696'SHELF OF SANDSTONE LEDGE AND STAMPED I-64 L-96 1964.
 HY1696
 HY1696                          STATION RECOVERY (2001)
 HY1696
 HY1696'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY1696'MARK IS 6 FEET WEST, ALONG SANDSTONE LEDGE, OF WEST SIDE OF BARN
 HY1696'EXTENDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1697 ***********************************************************************
 HY1697  DESIGNATION -  I64 L 97
 HY1697  PID         -  HY1697
 HY1697  STATE/COUNTY-  KY/CARTER
 HY1697  USGS QUAD   -  SOLDIER (1970)
 HY1697
 HY1697                         *CURRENT SURVEY CONTROL
 HY1697  ___________________________________________________________________
 HY1697* NAD 83(1986)-  38 16 59.     (N)    083 19 40.     (W)     SCALED    
 HY1697* NAVD 88     -       330.180  (meters)    1083.27   (feet)  ADJUSTED  
 HY1697  ___________________________________________________________________
 HY1697  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1697  DYNAMIC HT  -         329.952 (meters)    1082.52  (feet)  COMP
 HY1697  MODELED GRAV-     979,926.3   (mgal)                       NAVD 88
 HY1697
 HY1697  VERT ORDER  -  SECOND    CLASS 0
 HY1697
 HY1697.The horizontal coordinates were scaled from a topographic map and have
 HY1697.an estimated accuracy of +/- 6 seconds.
 HY1697
 HY1697.The orthometric height was determined by differential leveling
 HY1697.and adjusted by the National Geodetic Survey in June 1991..
 HY1697
 HY1697.The geoid height was determined by GEOID03.
 HY1697
 HY1697.The dynamic height is computed by dividing the NAVD 88
 HY1697.geopotential number by the normal gravity value computed on the
 HY1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1697.degrees latitude (g = 980.6199 gals.).
 HY1697
 HY1697.The modeled gravity was interpolated from observed gravity values.
 HY1697
 HY1697;                    North         East    Units  Estimated Accuracy
 HY1697;SPC KY1Z     - 1,219,140.    1,711,890.      MT  (+/- 180 meters Scaled)
 HY1697
 HY1697                          SUPERSEDED SURVEY CONTROL
 HY1697
 HY1697  NGVD 29 (??/??/92)  330.305  (m)         1083.68   (f) ADJ UNCH    2 0
 HY1697
 HY1697.Superseded values are not recommended for survey control.
 HY1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1697.See file dsdata.txt to determine how the superseded data were derived.
 HY1697
 HY1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC964397(NAD 83)
 HY1697_MARKER: DD = SURVEY DISK
 HY1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1697_STAMPING: I-64 L-97 1964
 HY1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1697+STABILITY: SURFACE MOTION
 HY1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1697+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 HY1697
 HY1697  HISTORY     - Date     Condition        Report By
 HY1697  HISTORY     - 1964     MONUMENTED       PAS
 HY1697  HISTORY     - 20011212 GOOD             KYDT
 HY1697
 HY1697                          STATION DESCRIPTION
 HY1697
 HY1697'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1697'9.1 MI W FROM OLIVE HILL.
 HY1697'ABOUT 7.6 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 HY1697'STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL TO A GRAVEL ROAD
 HY1697'RIGHT AT GREASY CREEK, THENCE ABOUT 1.3 MILES NORTHWEST ALONG GRAVEL
 HY1697'TO A 1 1/2 STORY FRAME HOUSE, THENCE ABOUT 0.2 MILE NORTHWEST ALONG
 HY1697'DIRT ROAD THAT FOLLOWS CREEK BED, TO A 1 STORY FRAME HOUSE AND MARK.
 HY1697'IT IS 26 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 25 FEET
 HY1697'NORTHEAST OF POWER POLE NO. 145, 15 FEET NORTHEAST OF THE CENTER OF
 HY1697'DIRT ROAD, 2 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN AND ABOUT
 HY1697'1 FOOT HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HY1697'MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 3 INCHES AND
 HY1697'STAMPED I-64 L-97 1964.
 HY1697
 HY1697                          STATION RECOVERY (2001)
 HY1697
 HY1697'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY1697'MARK IS BURIED 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1698 ***********************************************************************
 HY1698  DESIGNATION -  I64 L 98
 HY1698  PID         -  HY1698
 HY1698  STATE/COUNTY-  KY/CARTER
 HY1698  USGS QUAD   -  SOLDIER (1970)
 HY1698
 HY1698                         *CURRENT SURVEY CONTROL
 HY1698  ___________________________________________________________________
 HY1698* NAD 83(1986)-  38 17 32.     (N)    083 17 14.     (W)     SCALED    
 HY1698* NAVD 88     -       265.168  (meters)     869.97   (feet)  ADJUSTED  
 HY1698  ___________________________________________________________________
 HY1698  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1698  DYNAMIC HT  -         264.985 (meters)     869.37  (feet)  COMP
 HY1698  MODELED GRAV-     979,932.2   (mgal)                       NAVD 88
 HY1698
 HY1698  VERT ORDER  -  SECOND    CLASS 0
 HY1698
 HY1698.The horizontal coordinates were scaled from a topographic map and have
 HY1698.an estimated accuracy of +/- 6 seconds.
 HY1698
 HY1698.The orthometric height was determined by differential leveling
 HY1698.and adjusted by the National Geodetic Survey in June 1991..
 HY1698
 HY1698.The geoid height was determined by GEOID03.
 HY1698
 HY1698.The dynamic height is computed by dividing the NAVD 88
 HY1698.geopotential number by the normal gravity value computed on the
 HY1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1698.degrees latitude (g = 980.6199 gals.).
 HY1698
 HY1698.The modeled gravity was interpolated from observed gravity values.
 HY1698
 HY1698;                    North         East    Units  Estimated Accuracy
 HY1698;SPC KY1Z     - 1,220,250.    1,715,410.      MT  (+/- 180 meters Scaled)
 HY1698
 HY1698                          SUPERSEDED SURVEY CONTROL
 HY1698
 HY1698  NGVD 29 (??/??/92)  265.297  (m)          870.40   (f) ADJ UNCH    2 0
 HY1698
 HY1698.Superseded values are not recommended for survey control.
 HY1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1698.See file dsdata.txt to determine how the superseded data were derived.
 HY1698
 HY1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC999407(NAD 83)
 HY1698_MARKER: DD = SURVEY DISK
 HY1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1698_STAMPING: I-64 L-98 1964
 HY1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1698+STABILITY: SURFACE MOTION
 HY1698
 HY1698  HISTORY     - Date     Condition        Report By
 HY1698  HISTORY     - 1964     MONUMENTED       PAS
 HY1698  HISTORY     - 20011212 MARK NOT FOUND   KYDT
 HY1698
 HY1698                          STATION DESCRIPTION
 HY1698
 HY1698'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1698'6.6 MI W FROM OLIVE HILL.
 HY1698'ABOUT 6.55 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HY1698'OF STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL, ABOUT
 HY1698'0.1 MILE SOUTHWEST OF BOWEN CHAPEL, AT A ROAD JUNCTION NORTHWEST,
 HY1698'ABOUT 34 FEET SOUTHEAST OF JUNCTION, 51 FEET SOUTHWEST OF A
 HY1698'TELEPHONE POLE, 46 FEET EAST OF THE NORTHEAST END OF THE
 HY1698'SOUTHEAST HEADWALL OF CONCRETE CULVERT OVER FLAT FORK, 2
 HY1698'FEET WEST OF METAL WITNESS POST AND SIGN, 2 FEET NORTHWEST
 HY1698'OF WIRE FENCE AND ABOUT 5 FEET LOWER THAN HIGHWAY.  A KENTUCKY
 HY1698'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 HY1698'POST FLUSH WITH GROUND AND STAMPED I-64 L-98 1964.
 HY1698
 HY1698                          STATION RECOVERY (2001)
 HY1698
 HY1698'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY1698'OLD FENCE IS GONE AND A NEW POWER POLE HAS BEEN SET AT LOCATION, MARK
 HY1698'POSSIBLY HERE BUT BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1699 ***********************************************************************
 HY1699  DESIGNATION -  I64 L 99
 HY1699  PID         -  HY1699
 HY1699  STATE/COUNTY-  KY/CARTER
 HY1699  USGS QUAD   -  SOLDIER (1970)
 HY1699
 HY1699                         *CURRENT SURVEY CONTROL
 HY1699  ___________________________________________________________________
 HY1699* NAD 83(1986)-  38 17 56.     (N)    083 17 58.     (W)     SCALED    
 HY1699* NAVD 88     -       280.976  (meters)     921.84   (feet)  ADJUSTED  
 HY1699  ___________________________________________________________________
 HY1699  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1699  DYNAMIC HT  -         280.782 (meters)     921.20  (feet)  COMP
 HY1699  MODELED GRAV-     979,930.3   (mgal)                       NAVD 88
 HY1699
 HY1699  VERT ORDER  -  SECOND    CLASS 0
 HY1699
 HY1699.The horizontal coordinates were scaled from a topographic map and have
 HY1699.an estimated accuracy of +/- 6 seconds.
 HY1699
 HY1699.The orthometric height was determined by differential leveling
 HY1699.and adjusted by the National Geodetic Survey in June 1991..
 HY1699
 HY1699.The geoid height was determined by GEOID03.
 HY1699
 HY1699.The dynamic height is computed by dividing the NAVD 88
 HY1699.geopotential number by the normal gravity value computed on the
 HY1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1699.degrees latitude (g = 980.6199 gals.).
 HY1699
 HY1699.The modeled gravity was interpolated from observed gravity values.
 HY1699
 HY1699;                    North         East    Units  Estimated Accuracy
 HY1699;SPC KY1Z     - 1,220,960.    1,714,320.      MT  (+/- 180 meters Scaled)
 HY1699
 HY1699                          SUPERSEDED SURVEY CONTROL
 HY1699
 HY1699  NGVD 29 (??/??/92)  281.104  (m)          922.26   (f) ADJ UNCH    2 0
 HY1699
 HY1699.Superseded values are not recommended for survey control.
 HY1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1699.See file dsdata.txt to determine how the superseded data were derived.
 HY1699
 HY1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC989414(NAD 83)
 HY1699_MARKER: DD = SURVEY DISK
 HY1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1699_STAMPING: I-64 L-99 1964
 HY1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1699+STABILITY: SURFACE MOTION
 HY1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY1699+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 HY1699
 HY1699  HISTORY     - Date     Condition        Report By
 HY1699  HISTORY     - 1964     MONUMENTED       PAS
 HY1699  HISTORY     - 20011212 GOOD             KYDT
 HY1699
 HY1699                          STATION DESCRIPTION
 HY1699
 HY1699'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1699'7.4 MI NW FROM OLIVE HILL.
 HY1699'ABOUT 6.55 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HY1699'OF STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL, THENCE
 HY1699'ABOUT 0.8 MILE NORTHWEST ALONG GRAVEL ROAD, 48 FEET NORTHWEST
 HY1699'OF THE NORTHWEST CORNER OF A 1 STORY FRAME HOUSE, 37 FEET
 HY1699'SOUTH OF THE CENTER OF ROAD, 15 FEET SOUTH OF A 14-INCH MAPLE
 HY1699'TREE, 1 1/2 FEET NORTH OF METAL WITNESS POST AND SIGN, 1 FOOT
 HY1699'WEST OF YARD FENCE AND ABOUT 1 FOOT LOWER THAN ROAD.  A KENTUCKY
 HY1699'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 HY1699'POST FLUSH WITH GROUND AND STAMPED I-64 L-99 1964.
 HY1699
 HY1699                          STATION RECOVERY (2001)
 HY1699
 HY1699'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY1699'MARK IS 33 FEET SOUTH OF CENTER OF ROAD AND 15 FEET SOUTH OF 20 INCH
 HY1699'TREE STUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1657 ***********************************************************************
 HZ1657  DESIGNATION -  I64 T 10
 HZ1657  PID         -  HZ1657
 HZ1657  STATE/COUNTY-  KY/JEFFERSON
 HZ1657  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1657
 HZ1657                         *CURRENT SURVEY CONTROL
 HZ1657  ___________________________________________________________________
 HZ1657* NAD 83(1993)-  38 13 31.17341(N)    085 30 20.01728(W)     ADJUSTED  
 HZ1657* NAVD 88     -       223.836  (meters)     734.37   (feet)  ADJUSTED  
 HZ1657  ___________________________________________________________________
 HZ1657  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 HZ1657  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1657  DYNAMIC HT  -         223.685 (meters)     733.87  (feet)  COMP
 HZ1657  MODELED GRAV-     979,945.7   (mgal)                       NAVD 88
 HZ1657
 HZ1657  HORZ ORDER  -  SECOND
 HZ1657  VERT ORDER  -  SECOND    CLASS 0
 HZ1657
 HZ1657.The horizontal coordinates were established by classical geodetic methods
 HZ1657.and adjusted by the National Geodetic Survey in December 1995..
 HZ1657
 HZ1657.The orthometric height was determined by differential leveling
 HZ1657.and adjusted by the National Geodetic Survey in June 1991..
 HZ1657
 HZ1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1657
 HZ1657.The geoid height was determined by GEOID03.
 HZ1657
 HZ1657.The dynamic height is computed by dividing the NAVD 88
 HZ1657.geopotential number by the normal gravity value computed on the
 HZ1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1657.degrees latitude (g = 980.6199 gals.).
 HZ1657
 HZ1657.The modeled gravity was interpolated from observed gravity values.
 HZ1657
 HZ1657;                    North         East     Units Scale Factor Converg.
 HZ1657;SPC KY1Z     - 1,210,007.668 1,521,402.214   MT  0.99992343   +0 09 00.3
 HZ1657;SPC KY1Z     - 3,969,833.49  4,991,467.10   sFT  0.99992343   +0 09 00.3
 HZ1657;SPC KY N     -    81,257.982   390,065.923   MT  0.99997095   -0 46 51.8
 HZ1657;SPC KY N     -   266,593.90  1,279,741.28   sFT  0.99997095   -0 46 51.8
 HZ1657;UTM  16      - 4,231,871.575   630,808.840   MT  0.99981073   +0 55 29.4
 HZ1657
 HZ1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1657!SPC KY1Z     -   0.99997010  x   0.99992343  =   0.99989354
 HZ1657!SPC KY N     -   0.99997010  x   0.99997095  =   0.99994106
 HZ1657!UTM  16      -   0.99997010  x   0.99981073  =   0.99978084
 HZ1657
 HZ1657|---------------------------------------------------------------------|
 HZ1657| PID    Reference Object                     Distance      Geod. Az  |
 HZ1657|                                                           dddmmss.s |
 HZ1657| HZ1659 I64 T 10 RM 3                        17.106 METERS 08055     |
 HZ1657| HZ1656 I64 T 10 RM 1                        14.384 METERS 11333     |
 HZ1657| HZ1655 I64 T 10 AZ MK                                     1781036.2 |
 HZ1657| HZ1658 I64 T 10 RM 2                        19.507 METERS 18312     |
 HZ1657|---------------------------------------------------------------------|
 HZ1657
 HZ1657                          SUPERSEDED SURVEY CONTROL
 HZ1657
 HZ1657  NAD 83(1986)-  38 13 31.17807(N)    085 30 20.01991(W) AD(       ) 2
 HZ1657  NAD 27      -  38 13 30.92003(N)    085 30 20.16382(W) AD(       ) 2
 HZ1657  NGVD 29 (??/??/92)  223.989  (m)          734.87   (f) ADJ UNCH    2 0
 HZ1657
 HZ1657.Superseded values are not recommended for survey control.
 HZ1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1657.See file dsdata.txt to determine how the superseded data were derived.
 HZ1657
 HZ1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3080931872(NAD 83)
 HZ1657_MARKER: DD = SURVEY DISK
 HZ1657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1657_SP_SET: MONUMENT
 HZ1657_STAMPING: I-64 T-10 1966
 HZ1657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1657
 HZ1657  HISTORY     - Date     Condition        Report By
 HZ1657  HISTORY     - 1966     MONUMENTED       KYHD
 HZ1657  HISTORY     - 1970     GOOD             NGS
 HZ1657  HISTORY     - 1970     GOOD             NGS
 HZ1657  HISTORY     - 19930505 GOOD             WOOLPT
 HZ1657
 HZ1657                          STATION DESCRIPTION
 HZ1657
 HZ1657'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ1657'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF MIDDLETOWN AND ABOUT
 HZ1657'800 FEET NORTH OF THE JUNCTION OF INTERSTATE ROUTE 64 AND STATE
 HZ1657'HIGHWAY 841.  IT IS ON THE WEST SIDE OF HIGHWAY 841 NEAR THE
 HZ1657'NORTHWEST RAMP ENTRANCE TO INTERSTATE 64.
 HZ1657'
 HZ1657'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLETOWN, GO EAST ON
 HZ1657'U. S. HIGHWAYS 60 AND 460 (SHELBYVILLE ROAD) FOR 1.8 MILES TO
 HZ1657'JUNCTION OF STATE HIGHWAY 841.  TURN RIGHT AND GO SOUTH ON STATE
 HZ1657'HIGHWAY 841 FOR 1.1 MILES TO STATION ON RIGHT JUST BEYOND RAMP
 HZ1657'ENTRANCE TO LOUISVILLE.
 HZ1657'
 HZ1657'STATION MARK IS ABOUT 351 FEET SOUTH OF AN ALUMINUM SIGN STRUCTURE
 HZ1657'OVER THE SOUTH BOUND LANE OF STATE HIGHWAY 841.  25 FEET WEST OF THE
 HZ1657'CENTER OF SOUTH BOUND LANE OF HIGHWAY 841, 2-1/2 FEET WEST OF METAL
 HZ1657'GUARD RAIL AND 1-1/2 FEET WEST OF METAL WITNESS POST AND SIGN.
 HZ1657'THE MARK IS SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED
 HZ1657'I 64 T 10 1966.
 HZ1657'
 HZ1657'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION, 64 FEET NORTHEAST
 HZ1657'AND ACROSS HIGHWAY FROM THE SOUTH END OF METAL GUARD RAIL, 32 FEET
 HZ1657'SOUTHWEST OF THE CENTER OF CONCRETE CATCH BASIN IN MEDIAN, AND 19
 HZ1657'1/2 FEET EAST OF THE CENTER OF SOUTH BOUND LANE OF HIGHWAY 841.  THE
 HZ1657'MARK IS SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I 64
 HZ1657'T 10 NO. 1 1966.
 HZ1657'
 HZ1657'REFERENCE MARK NO. 2 IS SOUTH OF STATION, 23-1/2 FEET EAST OF THE
 HZ1657'CENTER OF SOUTH BOUND LANE OF HIGHWAY 841 AND 1 FOOT NORTHWEST OF
 HZ1657'SOUTH END OF METAL GUARD RAIL.  THE MARK IS SET IN TOP OF CONCRETE
 HZ1657'FLUSH WITH GROUND AND STAMPED I 64 T 10 NO. 2 1966.
 HZ1657'
 HZ1657'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH OF STATION.  IT IS AT THE
 HZ1657'SOUTHEAST END OF CONCRETE BRIDGE OVER INTERSTATE ROUTE 64, 32 FEET
 HZ1657'EAST OF THE CENTER OF NORTH BOUND LANE OF HIGHWAY 841 AND 1.2 FEET
 HZ1657'NORTHWEST OF THE EXTREME SOUTHEAST END OF BRIDGE CURBING.  THE
 HZ1657'MARK IS SET IN DRILL HOLE IN THE TOP OF THE EAST BRIDGE CURBING
 HZ1657'AND STAMPED I 64 T 10 1966.
 HZ1657'
 HZ1657'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ1657'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 HZ1657'
 HZ1657'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HZ1657
 HZ1657                          STATION RECOVERY (1970)
 HZ1657
 HZ1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HZ1657'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 HZ1657'RECOVERED IN APPARENT GOOD CONDITION.  THE CONCRETE MONUMENT FOR
 HZ1657'REFERENCE MARK NO. 2 WAS FOUND COMPLETELY UPROOTED AND BROKEN,
 HZ1657'HAVING BEEN STRUCK BY A DITCHING MACHINE WHILE EXCAVATING FOR AN
 HZ1657'UNDERGROUND DRAIN ALONG THE WEST SHOULDER OF THE HIGHWAY, AND THE
 HZ1657'DISK WAS RECOVERED.  A NEW REFERENCE MARK NO. 3 WAS
 HZ1657'ESTABLISHED.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLE
 HZ1657'OBSERVED BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS.  IN
 HZ1657'CHECKING THE HORIZONTAL ANGLE BETWEEN THE AZIMUTH MARK AND
 HZ1657'REFERENCE MARK NO. 1 OBSERVED THIS DATE AGAINST THE 1966
 HZ1657'OBSERVATIONS A DISCREPANCY OF + 01 MIN 08.0 SEC WAS NOTED.  IN
 HZ1657'CHECKING THE HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION MARK
 HZ1657'AND REFERENCE MARK NO. 1 A DISCREPANCY OF - 0.01 OF A FOOT WAS
 HZ1657'NOTED.  ALL MARKS AT THIS STATION WERE BENCH MARKS AND AN ELEVATION
 HZ1657'WAS TRANSFERRED TO THE NEWLY ESTABLISHED REFERENCE MARK NO. 3
 HZ1657'FROM I 64 T 10 R.M. NO. 1 1966.
 HZ1657'
 HZ1657'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HZ1657'
 HZ1657'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF MIDDLETOWN, ABOUT
 HZ1657'0.2 OF A MILE NORTH OF THE INTERSTATE ROUTE 64 AND STATE ROUTE 841
 HZ1657'(JEFFERSON FREEWAY) INTERCHANGE, NEAR THE NORTHWEST ACCESS RAMP
 HZ1657'FROM STATE ROUTE 841 ONTO THE WEST BOUND LANES OF INTERSTATE ROUTE
 HZ1657'64, AND ALONG THE WEST SHOULDER OF STATE ROUTE 841.
 HZ1657'
 HZ1657'THE STATION IS 352 FEET SOUTH OF A LARGE SIGN OVER THE SOUTH BOUND
 HZ1657'LANES OF STATE ROUTE 841, 81 FEET SOUTHEAST OF THE WEST END OF A
 HZ1657'CONCRETE HEADWALL OF A DRAIN, 24.8 FEET WEST OF THE APPROXIMATE
 HZ1657'CENTER OF THE SOUTH BOUND LANES OF STATE ROUTE 841, AND 1.0 FOOT
 HZ1657'NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 HZ1657'KENTUCKY DEPARTMENT OF HIGHWAYS STATION MARK DISK SET IN
 HZ1657'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 3
 HZ1657'INCHES BELOW THE SURFACE OF THE SHOULDER, AND THE DISK IS STAMPED
 HZ1657'I 64 T 10 1966.
 HZ1657'
 HZ1657'REFERENCE MARK NO. 1 IS 30 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF
 HZ1657'A CONCRETE STORM DRAIN STRUCTURE IN THE MEDIAN OF STATE ROUTE 841,
 HZ1657'19 FEET EAST OF THE APPROXIMATE CENTER OF THE SOUTH BOUND LANES OF
 HZ1657'STATE ROUTE 841, AND 5 FEET SOUTH-SOUTHWEST OF A DELINEATOR POST.
 HZ1657'IT IS A STANDARD KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK
 HZ1657'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 HZ1657'PROJECTS 1 INCH AND THE DISK IS STAMPED I 64 T 10 NO 1 1966.
 HZ1657'
 HZ1657'REFERENCE MARK NO. 3 IS 30.5 FEET WEST OF THE APPROXIMATE CENTER OF
 HZ1657'THE NORTH BOUND LANES OF STATE ROUTE 841, 29.5 FEET EAST OF THE
 HZ1657'APPROXIMATE CENTER OF THE SOUTH BOUND LANES OF STATE ROUTE 841, AND
 HZ1657'ABOUT 1.5 FEET BELOW THE STATION ELEVATION.  IT IS A STANDARD
 HZ1657'C AND GS REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP
 HZ1657'OF THE SOUTH END OF A CONCRETE CATCH BASIN IN THE CENTER OF THE
 HZ1657'MEDIAN, AND THE DISK IS STAMPED I 64 T 10 1966 NO 3 1970.
 HZ1657'
 HZ1657'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 HZ1657'REFERENCE MARK NO. 3 IS 30.28 FEET - 9.229 METERS.
 HZ1657'
 HZ1657'THE AZIMUTH MARK IS ABOUT 0.2 OF A MILE SOUTH OF THE STATION, 32 FEET
 HZ1657'EAST OF THE APPROXIMATE CENTER OF THE NORTH BOUND LANES OF STATE
 HZ1657'ROUTE 841, 103 FEET SOUTH OF THE APPROXIMATE CENTER OF THE EAST
 HZ1657'BOUND LANES OF INTERSTATE ROUTE 64, AND 1.2 FEET NORTHWEST OF THE
 HZ1657'SOUTHEAST END OF THE BRIDGE CURBING.  IT IS A STANDARD KENTUCKY
 HZ1657'DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE
 HZ1657'IN THE TOP OF THE EAST BRIDGE CURBING OF THE STATE ROUTE 841
 HZ1657'OVERPASS OF INTERSTATE ROUTE 64, AND THE DISK IS STAMPED I 64
 HZ1657'T 10 1966.
 HZ1657'
 HZ1657'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 HZ1657'SOUTHEAST OF MIDDLETOWN.
 HZ1657
 HZ1657                          STATION RECOVERY (1970)
 HZ1657
 HZ1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HZ1657'2 MI SE FROM MIDDLETOWN.
 HZ1657'ABOUT 2 MILES SOUTHEAST OF MIDDLETOWN AND 0.2 OF A MILE NORTH OF THE
 HZ1657'INTERSTATE ROUTE 64 AND STATE ROUTE 841 (JEFFERSON FREEWAY) ALONG THE
 HZ1657'WEST SHOULDER OF STATE ROUTE 841 AT THE I-64 T-10 1966 TRAVERSE
 HZ1657'STATION SITE, 352 FEET SOUTH OF A LARGE SIGN OVER THE SOUTH
 HZ1657'BOUND LANES OF STATE ROUTE 841, 81 FEET SOUTHEAST OF THE WEST
 HZ1657'END OF A CONCRETE HEADWALL OF DRAIN, 56.13 FEET WEST OF I-64
 HZ1657'T-10 R.M. NO. 3, 47.19 FEET WEST-NORTHWEST OF I-64 T-10 R.M.
 HZ1657'NO. 1, 24.8 FEET WEST OF THE APPROXIMATE CENTER OF THE SOUTH
 HZ1657'BOUND LANES OF STATE ROUTE 841, AND 1.0 FOOT NORTHEAST OF A
 HZ1657'METAL WITNESS POST AND SIGN.  IT IS A STANDARD KENTUCKY DEPARTMENT
 HZ1657'OF HIGHWAYS STATION MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 HZ1657'CONCRETE MONUMENT ABOUT 3 INCHES BELOW THE SURFACE OF THE SHOULDER
 HZ1657'AND THE DISK IS STAMPED I-64 T-10 1966.
 HZ1657
 HZ1657                          STATION RECOVERY (1993)
 HZ1657
 HZ1657'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993
 HZ1657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1655 ***********************************************************************
 HZ1655  DESIGNATION -  I64 T 10 AZ MK
 HZ1655  PID         -  HZ1655
 HZ1655  STATE/COUNTY-  KY/JEFFERSON
 HZ1655  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1655
 HZ1655                         *CURRENT SURVEY CONTROL
 HZ1655  ___________________________________________________________________
 HZ1655* NAD 83(1986)-  38 13 20.     (N)    085 30 11.     (W)     SCALED    
 HZ1655* NAVD 88     -       221.544  (meters)     726.85   (feet)  ADJUSTED  
 HZ1655  ___________________________________________________________________
 HZ1655  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1655  DYNAMIC HT  -         221.394 (meters)     726.36  (feet)  COMP
 HZ1655  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 HZ1655
 HZ1655  VERT ORDER  -  SECOND    CLASS 0
 HZ1655
 HZ1655.The horizontal coordinates were scaled from a topographic map and have
 HZ1655.an estimated accuracy of +/- 6 seconds.
 HZ1655
 HZ1655.The orthometric height was determined by differential leveling
 HZ1655.and adjusted by the National Geodetic Survey in June 1991..
 HZ1655
 HZ1655.The geoid height was determined by GEOID03.
 HZ1655
 HZ1655.The dynamic height is computed by dividing the NAVD 88
 HZ1655.geopotential number by the normal gravity value computed on the
 HZ1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1655.degrees latitude (g = 980.6199 gals.).
 HZ1655
 HZ1655.The modeled gravity was interpolated from observed gravity values.
 HZ1655
 HZ1655;                    North         East    Units  Estimated Accuracy
 HZ1655;SPC KY1Z     - 1,209,660.    1,521,620.      MT  (+/- 180 meters Scaled)
 HZ1655
 HZ1655                          SUPERSEDED SURVEY CONTROL
 HZ1655
 HZ1655  NGVD 29 (??/??/92)  221.697  (m)          727.35   (f) ADJ UNCH    2 0
 HZ1655
 HZ1655.Superseded values are not recommended for survey control.
 HZ1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1655.See file dsdata.txt to determine how the superseded data were derived.
 HZ1655
 HZ1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH310315(NAD 83)
 HZ1655_MARKER: DD = SURVEY DISK
 HZ1655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1655_SP_SET: BRIDGE
 HZ1655_STAMPING: I-64 T-10 1966
 HZ1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1655
 HZ1655  HISTORY     - Date     Condition        Report By
 HZ1655  HISTORY     - 1966     MONUMENTED       PAS
 HZ1655  HISTORY     - 1970     GOOD             NGS
 HZ1655
 HZ1655                          STATION DESCRIPTION
 HZ1655
 HZ1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HZ1655'2.2 MI SE FROM MIDDLETOWN.
 HZ1655'ABOUT 2.2 MILES SOUTHEAST OF MIDDLETOWN IN THE SOUTHEAST CORNER OF
 HZ1655'THE CONCRETE OVERPASS FOR THE NORTH BOUND TRAFFIC OF STATE
 HZ1655'ROUTE 841 (JEFFERSON FREEWAY), AT THE INTERSTATE ROUTE 64
 HZ1655'INTERCHANGE, 103 FEET SOUTH OF THE APPROXIMATE CENTER OF THE EAST
 HZ1655'BOUND LANES OF INTERSTATE ROUTE 64, 32 FEET EAST OF THE
 HZ1655'APPROXIMATE CENTER OF THE NORTH BOUND LANES OF STATE ROUTE 841,
 HZ1655'AND 1.2 FEET NORTHWEST OF THE SOUTHEAST END OF THE OVERPASS
 HZ1655'BRIDGE.  IT IS A STANDARD KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ1655'AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST
 HZ1655'BRIDGE CURBING OF THE STATE ROUTE 841 OVERPASS, AND THE DISK IS
 HZ1655'STAMPED I-64 T-10 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1656 ***********************************************************************
 HZ1656  DESIGNATION -  I64 T 10 RM 1
 HZ1656  PID         -  HZ1656
 HZ1656  STATE/COUNTY-  KY/JEFFERSON
 HZ1656  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1656
 HZ1656                         *CURRENT SURVEY CONTROL
 HZ1656  ___________________________________________________________________
 HZ1656* NAD 83(1986)-  38 13 29.     (N)    085 30 18.     (W)     SCALED    
 HZ1656* NAVD 88     -       223.912  (meters)     734.62   (feet)  ADJUSTED  
 HZ1656  ___________________________________________________________________
 HZ1656  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1656  DYNAMIC HT  -         223.761 (meters)     734.12  (feet)  COMP
 HZ1656  MODELED GRAV-     979,945.7   (mgal)                       NAVD 88
 HZ1656
 HZ1656  VERT ORDER  -  SECOND    CLASS 0
 HZ1656
 HZ1656.The horizontal coordinates were scaled from a topographic map and have
 HZ1656.an estimated accuracy of +/- 6 seconds.
 HZ1656
 HZ1656.The orthometric height was determined by differential leveling
 HZ1656.and adjusted by the National Geodetic Survey in June 1991..
 HZ1656
 HZ1656.The geoid height was determined by GEOID03.
 HZ1656
 HZ1656.The dynamic height is computed by dividing the NAVD 88
 HZ1656.geopotential number by the normal gravity value computed on the
 HZ1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1656.degrees latitude (g = 980.6199 gals.).
 HZ1656
 HZ1656.The modeled gravity was interpolated from observed gravity values.
 HZ1656
 HZ1656;                    North         East    Units  Estimated Accuracy
 HZ1656;SPC KY1Z     - 1,209,940.    1,521,450.      MT  (+/- 180 meters Scaled)
 HZ1656
 HZ1656                          SUPERSEDED SURVEY CONTROL
 HZ1656
 HZ1656  NGVD 29 (??/??/92)  224.065  (m)          735.12   (f) ADJ UNCH    2 0
 HZ1656
 HZ1656.Superseded values are not recommended for survey control.
 HZ1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1656.See file dsdata.txt to determine how the superseded data were derived.
 HZ1656
 HZ1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH308318(NAD 83)
 HZ1656_MARKER: DD = SURVEY DISK
 HZ1656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1656_SP_SET: MONUMENT
 HZ1656_STAMPING: I-64 T-10 NO 1 1966
 HZ1656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1656
 HZ1656  HISTORY     - Date     Condition        Report By
 HZ1656  HISTORY     - 1966     MONUMENTED       PAS
 HZ1656  HISTORY     - 1970     GOOD             NGS
 HZ1656
 HZ1656                          STATION DESCRIPTION
 HZ1656
 HZ1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HZ1656'2 MI SE FROM MIDDLETOWN.
 HZ1656'ABOUT 2 MILES SOUTHEAST OF MIDDLETOWN AND 0.2 OF A MILE NORTH OF THE
 HZ1656'INTERSTATE ROUTE 64 AND STATE ROUTE 841 (JEFFERSON FREEWAY) ALONG THE
 HZ1656'EAST SHOULDER OF THE SOUTH BOUND LANES OF STATE ROUTE 841, AT
 HZ1656'THE I-64 T-10 1966 TRAVERSE STATION SITE, 47.19 FEET EAST-SOUTHEAST
 HZ1656'OF I-64 T-10 1966, 30.28 FEET SOUTH-SOUTHWEST OF I-64 T-10
 HZ1656'R.M. NO. 3, 19 FEET EAST OF THE APPROXIMATE CENTER OF THE SOUTH
 HZ1656'BOUND LANES OF STATE ROUTE 841, AND 5 FEET SOUTH-SOUTHWEST OF
 HZ1656'A DELINEATOR POST.  IT IS A STANDARD KENTUCKY DEPARTMENT OF
 HZ1656'HIGHWAYS REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH,
 HZ1656'SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 HZ1656'STAMPED I-64 T-10 NO 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1658 ***********************************************************************
 HZ1658  DESIGNATION -  I64 T 10 RM 2
 HZ1658  PID         -  HZ1658
 HZ1658  STATE/COUNTY-  KY/JEFFERSON
 HZ1658  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1658
 HZ1658                         *CURRENT SURVEY CONTROL
 HZ1658  ___________________________________________________________________
 HZ1658* NAD 83(1986)-  38 13 29.     (N)    085 30 18.     (W)     SCALED    
 HZ1658* NAVD 88     -       223.811  (meters)     734.29   (feet)  ADJUSTED  
 HZ1658  ___________________________________________________________________
 HZ1658  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1658  DYNAMIC HT  -         223.659 (meters)     733.79  (feet)  COMP
 HZ1658  MODELED GRAV-     979,945.7   (mgal)                       NAVD 88
 HZ1658
 HZ1658  VERT ORDER  -  SECOND    CLASS 0
 HZ1658
 HZ1658.The horizontal coordinates were scaled from a topographic map and have
 HZ1658.an estimated accuracy of +/- 6 seconds.
 HZ1658
 HZ1658.The orthometric height was determined by differential leveling
 HZ1658.and adjusted by the National Geodetic Survey in June 1991..
 HZ1658
 HZ1658.The geoid height was determined by GEOID03.
 HZ1658
 HZ1658.The dynamic height is computed by dividing the NAVD 88
 HZ1658.geopotential number by the normal gravity value computed on the
 HZ1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1658.degrees latitude (g = 980.6199 gals.).
 HZ1658
 HZ1658.The modeled gravity was interpolated from observed gravity values.
 HZ1658
 HZ1658;                    North         East    Units  Estimated Accuracy
 HZ1658;SPC KY1Z     - 1,209,940.    1,521,450.      MT  (+/- 180 meters Scaled)
 HZ1658
 HZ1658                          SUPERSEDED SURVEY CONTROL
 HZ1658
 HZ1658  NGVD 29 (??/??/92)  223.963  (m)          734.79   (f) ADJ UNCH    2 0
 HZ1658
 HZ1658.Superseded values are not recommended for survey control.
 HZ1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1658.See file dsdata.txt to determine how the superseded data were derived.
 HZ1658
 HZ1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH308318(NAD 83)
 HZ1658_MARKER: DD = SURVEY DISK
 HZ1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1658_STAMPING: I-64 T-10 NO 2 1966
 HZ1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1658+STABILITY: SURFACE MOTION
 HZ1658
 HZ1658  HISTORY     - Date     Condition        Report By
 HZ1658  HISTORY     - 1966     MONUMENTED       PAS
 HZ1658
 HZ1658                          STATION DESCRIPTION
 HZ1658
 HZ1658'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1658'2.1 MI SE FROM MIDDLETOWN.
 HZ1658'ABOUT 1.8 MILES EAST OF MIDDLETOWN POST OFFICE ALONG U.S. HIGHWAY
 HZ1658'60 THENCE ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 841 TO THE
 HZ1658'JUNCTION OF I-64 RAMP TO LOUISVILLE, ABOUT 415 FEET SOUTH OF
 HZ1658'ALUMINUM SIGN STRUCTURE OVER SOUTH BOUND LANE OF STATE HIGHWAY
 HZ1658'841, 23.5 FEET EAST OF THE CENTER OF SOUTH BOUND LANE OF HIGHWAY
 HZ1658'841 AND 1 FOOT NORTHWEST OF SOUTH END OF METAL GUARD RAIL.  A
 HZ1658'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN CONCRETE
 HZ1658'POST FLUSH WITH GROUND AND STAMPED I-64 T-10 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1659 ***********************************************************************
 HZ1659  DESIGNATION -  I64 T 10 RM 3
 HZ1659  PID         -  HZ1659
 HZ1659  STATE/COUNTY-  KY/JEFFERSON
 HZ1659  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1659
 HZ1659                         *CURRENT SURVEY CONTROL
 HZ1659  ___________________________________________________________________
 HZ1659* NAD 83(1986)-  38 13 30.     (N)    085 30 20.     (W)     SCALED    
 HZ1659* NAVD 88     -       223.35   (meters)     732.8    (feet)  RESET     
 HZ1659  ___________________________________________________________________
 HZ1659  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1659
 HZ1659  VERT ORDER  -  THIRD
 HZ1659
 HZ1659.The horizontal coordinates were scaled from a topographic map and have
 HZ1659.an estimated accuracy of +/- 6 seconds.
 HZ1659
 HZ1659.The orthometric height was computed from unverified reset data.
 HZ1659.No vertical observational check was made to the station.
 HZ1659
 HZ1659.The geoid height was determined by GEOID03.
 HZ1659
 HZ1659;                    North         East    Units  Estimated Accuracy
 HZ1659;SPC KY1Z     - 1,209,970.    1,521,400.      MT  (+/- 180 meters Scaled)
 HZ1659
 HZ1659                          SUPERSEDED SURVEY CONTROL
 HZ1659
 HZ1659  NGVD 29 (10/08/05)  223.51   (m)          733.3    (f) RESET       3  
 HZ1659
 HZ1659.Superseded values are not recommended for survey control.
 HZ1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1659.See file dsdata.txt to determine how the superseded data were derived.
 HZ1659
 HZ1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH308318(NAD 83)
 HZ1659_MARKER: DB = BENCH MARK DISK
 HZ1659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1659_SP_SET: CATCH BASIN
 HZ1659_STAMPING: I-64 T-10 1966 NO 3 1970
 HZ1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1659
 HZ1659  HISTORY     - Date     Condition        Report By
 HZ1659  HISTORY     - 1970     MONUMENTED       NGS
 HZ1659
 HZ1659                          STATION DESCRIPTION
 HZ1659
 HZ1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HZ1659'2 MI SE FROM MIDDLETOWN.
 HZ1659'ABOUT 2 MILES SOUTHEAST OF MIDDLETOWN AND 0.2 OF A MILE NORTH
 HZ1659'OF THE INTERSTATE ROUTE 64 AND STATE ROUTE 841 (JEFFERSON
 HZ1659'FREEWAY) IN THE MEDIAN OF STATE ROUTE 841 AND AT THE I-64 T-10
 HZ1659'1966 TRAVERSE STATION SITE, 56.13 FEET EAST OF I-64 T-10 1966,
 HZ1659'30.5 FEET WEST OF THE APPROXIMATE CENTER OF THE NORTH BOUND
 HZ1659'LANES OF STATE ROUTE 841, 30.28 FEET NORTH-NORTHEAST OF I-64
 HZ1659'T-10 R.M. NO. 1 1966, 29.5 FEET EAST OF THE APPROXIMATE CENTER
 HZ1659'OF THE SOUTH BOUND LANES OF STATE ROUTE 841, AND ABOUT 1.5
 HZ1659'FEET BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD C AND GS
 HZ1659'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 HZ1659'SOUTH END OF A CONCRETE CATCH BASIN IN THE CENTER OF THE MEDIAN,
 HZ1659'AND THE DISK IS STAMPED I-64 T-10 1966 NO 3 1970.  A ELEVATION
 HZ1659'WAS TRANSFERRED TO THIS MARK FROM BENCH MARK I-64 T-10 R.M. NO. 1
 HZ1659'1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2367 ***********************************************************************
 HY2367  DESIGNATION -  I64 T 100
 HY2367  PID         -  HY2367
 HY2367  STATE/COUNTY-  KY/CARTER
 HY2367  USGS QUAD   -  GRAHN (1978)
 HY2367
 HY2367                         *CURRENT SURVEY CONTROL
 HY2367  ___________________________________________________________________
 HY2367* NAD 83(1993)-  38 19 40.78800(N)    083 01 35.31327(W)     ADJUSTED  
 HY2367* NAVD 88     -       287.4    (meters)     943.     (feet)  VERTCON   
 HY2367  ___________________________________________________________________
 HY2367  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HY2367  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HY2367
 HY2367  HORZ ORDER  -  SECOND
 HY2367
 HY2367.The horizontal coordinates were established by classical geodetic methods
 HY2367.and adjusted by the National Geodetic Survey in December 1995..
 HY2367
 HY2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2367
 HY2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2367
 HY2367.The geoid height was determined by GEOID03.
 HY2367
 HY2367;                    North         East     Units Scale Factor Converg.
 HY2367;SPC KY1Z     - 1,224,850.029 1,738,095.396   MT  0.99993593   +1 40 19.7
 HY2367;SPC KY1Z     - 4,018,528.80  5,702,401.31   sFT  0.99993593   +1 40 19.7
 HY2367;SPC KY N     -    92,615.486   606,977.837   MT  0.99996502   +0 45 40.0
 HY2367;SPC KY N     -   303,855.97  1,991,393.12   sFT  0.99996502   +0 45 40.0
 HY2367;UTM  17      - 4,244,151.046   322,867.578   MT  0.99998642   -1 15 25.5
 HY2367
 HY2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2367!SPC KY1Z     -   0.99996000  x   0.99993593  =   0.99989593
 HY2367!SPC KY N     -   0.99996000  x   0.99996502  =   0.99992502
 HY2367!UTM  17      -   0.99996000  x   0.99998642  =   0.99994642
 HY2367
 HY2367:                Primary Azimuth Mark                     Grid Az
 HY2367:SPC KY1Z     -  I64 T 100 AZ MK                          070 29 53.9
 HY2367:SPC KY N     -  I64 T 100 AZ MK                          071 24 33.6
 HY2367:UTM  17      -  I64 T 100 AZ MK                          073 25 39.1
 HY2367
 HY2367|---------------------------------------------------------------------|
 HY2367| PID    Reference Object                     Distance      Geod. Az  |
 HY2367|                                                           dddmmss.s |
 HY2367| HY1731 I64 T 100 AZ MK                                    0721013.6 |
 HY2367| HY2308 GRAYSON RADIO STA WGOH MAST         APPROX. 4.4 KM 0882757.7 |
 HY2367| DC2247 I64 T 100 RM 1                       10.646 METERS 15440     |
 HY2367| DC2248 I64 T 100 RM 2                       14.545 METERS 25357     |
 HY2367|---------------------------------------------------------------------|
 HY2367
 HY2367                          SUPERSEDED SURVEY CONTROL
 HY2367
 HY2367  NAD 83(1986)-  38 19 40.79591(N)    083 01 35.31760(W) AD(       ) 2
 HY2367  NAD 27      -  38 19 40.50762(N)    083 01 35.69991(W) AD(       ) 2
 HY2367  NGVD 29 (07/19/86)  287.6    (m)          944.     (f) VERT ANG       
 HY2367
 HY2367.Superseded values are not recommended for survey control.
 HY2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2367.See file dsdata.txt to determine how the superseded data were derived.
 HY2367
 HY2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC2286844151(NAD 83)
 HY2367_MARKER: DD = SURVEY DISK
 HY2367_SETTING: 0 = UNSPECIFIED SETTING
 HY2367
 HY2367  HISTORY     - Date     Condition        Report By
 HY2367  HISTORY     - 1964     MONUMENTED       PAS
 HY2367
 HY2367                          STATION DESCRIPTION
 HY2367
 HY2367'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964 (EB)
 HY2367'STATION IS LOCATED ABOUT 4 MILES WEST OF GRAYSON.  IT IS ON THE TOP
 HY2367'OF A WOODED RIDGE, APPROXIMATELY 200 FEET SOUTH OF THE HIGHEST POINT
 HY2367'AND ON LAND OWNED BY MR. ALEC FRALEY.
 HY2367'
 HY2367'TO REACH THE STATION FROM THE CARTER COUNTY COURT HOUSE IN GRAYSON,
 HY2367'GO WEST ON U.S. HIGHWAY NO.60 FOR 3.9 MILES TO THE JUNCTION OF STATE
 HY2367'HIGHWAY NO.670.  TURN RIGHT AND GO NORTHWEST FOR ABOUT 50 FEET TO A
 HY2367'DRIVEWAY LEFT AND END OF TRUCK TRAVEL.  FROM HERE WALK NORTHWEST FOR
 HY2367'ABOUT 400 FEET TO A TELEPHONE LINE AT A GROUP OF FARM BUILDINGS.
 HY2367'FROM HERE WALK WEST UP SLOPE ALONG TELEPHONE LINE R/W FOR
 HY2367'APPROXIMATELY 0.15 MILE TO TOP OF RIDGE.  TURN RIGHT AND FOLLOW
 HY2367'RIDGELINE NORTHWEST FOR APPROXIMATELY 0.1 MILE TO STATION NEAR
 HY2367'HIGHEST POINT.
 HY2367'
 HY2367'TO REACH AZIMUTH MARK FROM THIS POINT, TURN RIGHT ONTO STATE HIGHWAY
 HY2367'NO.670 AND GO NORTHWEST FOR 0.2 MILE TO MARK ON THE RIGHT.
 HY2367'
 HY2367'STATION MARK IS LOCATED 76 FEET SOUTHEAST OF A 14 INCH PINE TREE, 29
 HY2367'FEET WEST-NORTHWEST OF A 14 INCH RED OAK TREE, 13 FEET NORTHEAST OF
 HY2367'AN 18 INCH WHITE OAK TREE, 17 FEET WEST-SOUTHWEST OF OLD WIRE FENCE
 HY2367'AND 1.9 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.  THE MARK IS
 HY2367'SET IN TOP OF A 6 INCH IRON PIPE FILLED WITH CONCRETE AND PROJECTS 5
 HY2367'INCHES.  THE DISK IS STAMPED I64 T100 1964.
 HY2367'
 HY2367'REFERENCE MARK NO.1 IS SOUTH OF STATION, 33 SOUTHEAST OF AN 18 INCH
 HY2367'WHITE OAK TREE, 20 FEET SOUTHWEST OF A 14 INCH RED OAK TREE IN FENCE
 HY2367'LINE AND 19 FEET WEST OF OLD WIRE FENCE.  THE MARK IS SET IN DRILL
 HY2367'HOLE IN THE TOP OF A SANDSTONE ROCK FLUSH WITH GROUND AND THE DISK IS
 HY2367'STAMPED I64 T100 NO.1 1964.
 HY2367'
 HY2367'REFERENCE MARK NO.2 IS WEST OF STATION, 35 FEET WEST OF AN 18 INCH
 HY2367'WHITE OAK TREE, 33 FEET NORTH-NORTHWEST OF A 12 INCH PINE TREE AND
 HY2367'ABOUT 10 FEET LOWER THAN STATION.  THE MARK IS SET IN DRILL HOLE IN
 HY2367'SANDSTONE OUTCROP PROJECTING ABOUT 8 INCHES AND THE DISK IS STAMPED
 HY2367'I64 T100 NO.2 1964.
 HY2367'
 HY2367'AZIMUTH MARK IS ABOUT 0.2 MILE EAST OF STATION, APPROXIMATELY 200
 HY2367'YARDS NORTHWEST OF NEWLIGHT CHRISTIAN CHURCH, 23 FEET NORTHEAST OF
 HY2367'THE CENTER OF HIGHWAY, 5-1/2 FEET WEST OF A 12 INCH MAPLE TREE, 1-1/2
 HY2367'FEET SOUTHWEST OF METAL WITNESS POST AND SIGN AND ABOUT LEVEL WITH
 HY2367'HIGHWAY.  THE MARK IS SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 HY2367'INCH AND THE DISK IS STAMPED I64 T100 1964.
 HY2367'
 HY2367'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY2367'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET AS DESCRIBED.
 HY2367'
 HY2367'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1731 ***********************************************************************
 HY1731  DESIGNATION -  I64 T 100 AZ MK
 HY1731  PID         -  HY1731
 HY1731  STATE/COUNTY-  KY/CARTER
 HY1731  USGS QUAD   -  GRAHN (1978)
 HY1731
 HY1731                         *CURRENT SURVEY CONTROL
 HY1731  ___________________________________________________________________
 HY1731* NAD 83(1986)-  38 19 43.     (N)    083 01 23.     (W)     SCALED    
 HY1731* NAVD 88     -       198.697  (meters)     651.89   (feet)  ADJUSTED  
 HY1731  ___________________________________________________________________
 HY1731  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HY1731  DYNAMIC HT  -         198.565 (meters)     651.46  (feet)  COMP
 HY1731  MODELED GRAV-     979,955.8   (mgal)                       NAVD 88
 HY1731
 HY1731  VERT ORDER  -  SECOND    CLASS 0
 HY1731
 HY1731.The horizontal coordinates were scaled from a topographic map and have
 HY1731.an estimated accuracy of +/- 6 seconds.
 HY1731
 HY1731.The orthometric height was determined by differential leveling
 HY1731.and adjusted by the National Geodetic Survey in June 1991..
 HY1731
 HY1731.The geoid height was determined by GEOID03.
 HY1731
 HY1731.The dynamic height is computed by dividing the NAVD 88
 HY1731.geopotential number by the normal gravity value computed on the
 HY1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1731.degrees latitude (g = 980.6199 gals.).
 HY1731
 HY1731.The modeled gravity was interpolated from observed gravity values.
 HY1731
 HY1731;                    North         East    Units  Estimated Accuracy
 HY1731;SPC KY1Z     - 1,224,930.    1,738,390.      MT  (+/- 180 meters Scaled)
 HY1731
 HY1731                          SUPERSEDED SURVEY CONTROL
 HY1731
 HY1731  NGVD 29 (??/??/92)  198.88   (m)          652.5    (f) COMPUTED    2 0
 HY1731
 HY1731.Superseded values are not recommended for survey control.
 HY1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1731.See file dsdata.txt to determine how the superseded data were derived.
 HY1731
 HY1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC231442(NAD 83)
 HY1731_MARKER: DZ = AZIMUTH MARK DISK
 HY1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1731_STAMPING: I-64 T-100 1964
 HY1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1731+STABILITY: SURFACE MOTION
 HY1731
 HY1731  HISTORY     - Date     Condition        Report By
 HY1731  HISTORY     - 1964     MONUMENTED       KYHD
 HY1731
 HY1731                          STATION DESCRIPTION
 HY1731
 HY1731'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964
 HY1731'3.9 MI W FROM GRAYSON.
 HY1731'ABOUT 3.9 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE CARTER
 HY1731'COUNTY COURT HOUSE IN GRAYSON, THENCE ABOUT 0.2 MILE NORTHWEST
 HY1731'ALONG STATE HIGHWAY 670, APPROXIMATELY 200 YARDS NORTHWEST OF
 HY1731'NEWLIGHT CHURCH, 23 FEET NORTHEAST OF THE CENTER OF ROAD,
 HY1731'5 1/2 FEET WEST OF A 12-INCH MAPLE TREE, 1 1/2 FEET SOUTHWEST
 HY1731'OF METAL WITNESS POST AND SIGN AND ABOUT LEVEL WITH HIGHWAY.
 HY1731'A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF
 HY1731'CONCRETE POST PROJECTING 1 INCH AND STAMPED I-64 T-100 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2311 ***********************************************************************
 HY2311  DESIGNATION -  I64 T 101
 HY2311  PID         -  HY2311
 HY2311  STATE/COUNTY-  KY/CARTER
 HY2311  USGS QUAD   -  GRAYSON (1978)
 HY2311
 HY2311                         *CURRENT SURVEY CONTROL
 HY2311  ___________________________________________________________________
 HY2311* NAD 83(1993)-  38 19 42.79128(N)    082 59 15.54508(W)     ADJUSTED  
 HY2311* NAVD 88     -       254.3    (meters)     834.     (feet)  VERTCON   
 HY2311  ___________________________________________________________________
 HY2311  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 HY2311  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY2311
 HY2311  HORZ ORDER  -  SECOND
 HY2311
 HY2311.The horizontal coordinates were established by classical geodetic methods
 HY2311.and adjusted by the National Geodetic Survey in December 1995..
 HY2311
 HY2311.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2311
 HY2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2311
 HY2311.The geoid height was determined by GEOID03.
 HY2311
 HY2311;                    North         East     Units Scale Factor Converg.
 HY2311;SPC KY1Z     - 1,225,011.528 1,741,486.691   MT  0.99993601   +1 41 45.5
 HY2311;SPC KY1Z     - 4,019,058.65  5,713,527.59   sFT  0.99993601   +1 41 45.5
 HY2311;SPC KY N     -    92,723.056   610,371.370   MT  0.99996500   +0 47 07.0
 HY2311;SPC KY N     -   304,208.89  2,002,526.74   sFT  0.99996500   +0 47 07.0
 HY2311;UTM  17      - 4,244,139.038   326,262.841   MT  0.99997174   -1 13 58.8
 HY2311
 HY2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2311!SPC KY1Z     -   0.99996520  x   0.99993601  =   0.99990121
 HY2311!SPC KY N     -   0.99996520  x   0.99996500  =   0.99993020
 HY2311!UTM  17      -   0.99996520  x   0.99997174  =   0.99993694
 HY2311
 HY2311:                Primary Azimuth Mark                     Grid Az
 HY2311:SPC KY1Z     -  I64 T 102 AZ MK                          010 25 45.2
 HY2311:SPC KY N     -  I64 T 102 AZ MK                          011 20 23.7
 HY2311:UTM  17      -  I64 T 102 AZ MK                          013 21 29.5
 HY2311
 HY2311|---------------------------------------------------------------------|
 HY2311| PID    Reference Object                     Distance      Geod. Az  |
 HY2311|                                                           dddmmss.s |
 HY2311| HY0994 I64 T 102 AZ MK                                    0120730.7 |
 HY2311| HY2308 GRAYSON RADIO STA WGOH MAST         APPROX. 1.0 KM 0865445.9 |
 HY2311| DC2249 I64 T 101 RM 1                        8.150 METERS 12151     |
 HY2311| DC2250 I64 T 101 RM 2                        9.165 METERS 21110     |
 HY2311|---------------------------------------------------------------------|
 HY2311
 HY2311                          SUPERSEDED SURVEY CONTROL
 HY2311
 HY2311  NAD 83(1986)-  38 19 42.79892(N)    082 59 15.54916(W) AD(       ) 2
 HY2311  NAD 27      -  38 19 42.51089(N)    082 59 15.93753(W) AD(       ) 2
 HY2311  NGVD 29 (07/19/86)  254.5    (m)          835.     (f) VERT ANG       
 HY2311
 HY2311.Superseded values are not recommended for survey control.
 HY2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2311.See file dsdata.txt to determine how the superseded data were derived.
 HY2311
 HY2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC2626344139(NAD 83)
 HY2311_MARKER: DD = SURVEY DISK
 HY2311_SETTING: 0 = UNSPECIFIED SETTING
 HY2311
 HY2311  HISTORY     - Date     Condition        Report By
 HY2311  HISTORY     - 1964     MONUMENTED       PAS
 HY2311
 HY2311                          STATION DESCRIPTION
 HY2311
 HY2311'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964 (EB)
 HY2311'STATION IS LOCATED ABOUT 2 MILES WEST OF GRAYSON.  IT IS ON THE TOP
 HY2311'OF A CLEARED RIDGE IN PASTURE AND ON LAND OWNED BY MR. WILLIAM BUCK.
 HY2311'
 HY2311'TO REACH THE STATION FROM THE CARTER COUNTY COURTHOUSE IN GRAYSON, GO
 HY2311'WEST ON U.S. HIGHWAY NO. 60 FOR 2.0 MILES TO A HIGH EMBANKMENT ON
 HY2311'THE LEFT SIDE OF HIGHWAY AND END OF TRUCK TRAVEL.  FROM HERE WALK
 HY2311'SOUTHWEST UP SLOPE FOR APPROXIMATELY 0.1 MILE TO TOP OF RIDGE AND
 HY2311'STATION.
 HY2311'
 HY2311'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON U.S. HIGHWAY
 HY2311'60 FOR 0.35 MILE TO THE JUNCTION OF OLD U.S. HIGHWAY 60 RIGHT.  TURN
 HY2311'RIGHT AND GO NORTHEAST ON OLD HIGHWAY 60 FOR 0.55 MILE TO MARK ON
 HY2311'LEFT.
 HY2311'
 HY2311'STATION MARK IS LOCATED ON THE HIGHEST POINT OF RIDGE, 31 FEET
 HY2311'NORTHEAST OF AN OLD WIRE FENCE AND 2 FEET EAST OF METAL WITNESS POST
 HY2311'AND SIGN.  THE MARK IS SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY2311'1 INCH AND THE DISK IS STAMPED I64 T101 1964.
 HY2311'
 HY2311'REFERENCE MARK NO.1 IS SOUTHEAST OF STATION, 24 FEET NORTHWEST OF A 4
 HY2311'INCH ASH TREE AND 28 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.
 HY2311'THE MARK IS SET IN TOP OF A 4 INCH TILE PIPE FILLED WITH CONCRETE
 HY2311'AND PROJECTING 2 INCHES.  THE DISK IS STAMPED I64 T101 NO.1 1964.
 HY2311'
 HY2311'REFERENCE MARK NO.2 IS SOUTHWEST OF STATION, 50 FEET EAST OF A 3 INCH
 HY2311'CEDAR TREE IN FENCE LINE AND 0.5 NORTH OF OLD WIRE FENCE.  THE MARK
 HY2311'IS SET IN TOP OF A 4 INCH TILE PIPE FILLED WITH CONCRETE AND
 HY2311'PROJECTING 2 INCHES.  THE DISK IS STAMPED I64 T101 NO.2 1964.
 HY2311'
 HY2311'BENCH MARK I64 L121 1964 WAS USED FOR THE AZIMUTH MARK.  IT IS ABOUT
 HY2311'0.5 MILE NORTH OF STATION, ABOUT 193 FEET SOUTHWEST OF THE JUNCTION
 HY2311'OLD HIGHWAY 60 AND ROAD LEADING NORTHWEST UP STAN BRANCH HOLLOW, 60
 HY2311'FEET NORTH OF POWER AND TELEPHONE POLE NO. 181 41, 28 FEET
 HY2311'NORTHWEST OF CENTER OF HIGHWAY, 2 FEET WEST OF METAL WITNESS POST
 HY2311'AND SIGN, 1-1/2 FEET NORTHWEST OF WIRE FENCE AND ABOUT 7 FEET HIGHER
 HY2311'THAN HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HY2311'SET IN TOP OF CONCRETE POST PROJECTING 1 INCH AND STAMPED I64 L121
 HY2311'1964.
 HY2311'
 HY2311'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY2311'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET AS DESCRIBED.
 HY2311'
 HY2311'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0991 ***********************************************************************
 HY0991  DESIGNATION -  I64 T 102
 HY0991  PID         -  HY0991
 HY0991  STATE/COUNTY-  KY/CARTER
 HY0991  USGS QUAD   -  GRAYSON (1978)
 HY0991
 HY0991                         *CURRENT SURVEY CONTROL
 HY0991  ___________________________________________________________________
 HY0991* NAD 83(1993)-  38 20 37.24555(N)    082 58 36.78554(W)     ADJUSTED  
 HY0991* NAVD 88     -       187.109  (meters)     613.87   (feet)  ADJUSTED  
 HY0991  ___________________________________________________________________
 HY0991  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 HY0991  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HY0991  DYNAMIC HT  -         186.985 (meters)     613.47  (feet)  COMP
 HY0991  MODELED GRAV-     979,964.1   (mgal)                       NAVD 88
 HY0991
 HY0991  HORZ ORDER  -  SECOND
 HY0991  VERT ORDER  -  SECOND    CLASS 0
 HY0991
 HY0991.The horizontal coordinates were established by classical geodetic methods
 HY0991.and adjusted by the National Geodetic Survey in December 1995..
 HY0991
 HY0991.The orthometric height was determined by differential leveling
 HY0991.and adjusted by the National Geodetic Survey in June 1991..
 HY0991
 HY0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY0991
 HY0991.The geoid height was determined by GEOID03.
 HY0991
 HY0991.The dynamic height is computed by dividing the NAVD 88
 HY0991.geopotential number by the normal gravity value computed on the
 HY0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0991.degrees latitude (g = 980.6199 gals.).
 HY0991
 HY0991.The modeled gravity was interpolated from observed gravity values.
 HY0991
 HY0991;                    North         East     Units Scale Factor Converg.
 HY0991;SPC KY1Z     - 1,226,717.645 1,742,377.751   MT  0.99993812   +1 42 09.3
 HY0991;SPC KY1Z     - 4,024,656.14  5,716,451.00   sFT  0.99993812   +1 42 09.3
 HY0991;SPC KY N     -    94,414.843   611,289.458   MT  0.99996439   +0 47 31.1
 HY0991;SPC KY N     -   309,759.36  2,005,538.83   sFT  0.99996439   +0 47 31.1
 HY0991;UTM  17      - 4,245,797.447   327,239.952   MT  0.99996757   -1 13 36.2
 HY0991
 HY0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY0991!SPC KY1Z     -   0.99997575  x   0.99993812  =   0.99991387
 HY0991!SPC KY N     -   0.99997575  x   0.99996439  =   0.99994014
 HY0991!UTM  17      -   0.99997575  x   0.99996757  =   0.99994332
 HY0991
 HY0991:                Primary Azimuth Mark                     Grid Az
 HY0991:SPC KY1Z     -  I64 T 102 AZ MK                          055 05 44.7
 HY0991:SPC KY N     -  I64 T 102 AZ MK                          056 00 22.9
 HY0991:UTM  17      -  I64 T 102 AZ MK                          058 01 30.2
 HY0991
 HY0991|---------------------------------------------------------------------|
 HY0991| PID    Reference Object                     Distance      Geod. Az  |
 HY0991|                                                           dddmmss.s |
 HY0991| HY0994 I64 T 102 AZ MK                                    0564754.0 |
 HY0991| HY0992 I64 T 102 RM 1                       12.062 METERS 13444     |
 HY0991| HY2308 GRAYSON RADIO STA WGOH MAST         APPROX. 1.6 KM 1765050.5 |
 HY0991| HY0990 I64 T 102 RM 2                       14.785 METERS 22039     |
 HY0991|---------------------------------------------------------------------|
 HY0991
 HY0991                          SUPERSEDED SURVEY CONTROL
 HY0991
 HY0991  NAD 83(1986)-  38 20 37.25315(N)    082 58 36.78955(W) AD(       ) 2
 HY0991  NAD 27      -  38 20 36.96606(N)    082 58 37.17872(W) AD(       ) 2
 HY0991  NGVD 29 (??/??/92)  187.300  (m)          614.50   (f) ADJ UNCH    2 0
 HY0991
 HY0991.Superseded values are not recommended for survey control.
 HY0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0991.See file dsdata.txt to determine how the superseded data were derived.
 HY0991
 HY0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC2724045797(NAD 83)
 HY0991_MARKER: DD = SURVEY DISK
 HY0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0991_STAMPING: I 64 T 102 1964
 HY0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0991+STABILITY: SURFACE MOTION
 HY0991
 HY0991  HISTORY     - Date     Condition        Report By
 HY0991  HISTORY     - 1964     MONUMENTED       PAS
 HY0991  HISTORY     - 1964     GOOD             PAS
 HY0991  HISTORY     - 1969     GOOD             NGS
 HY0991
 HY0991                          STATION DESCRIPTION
 HY0991
 HY0991'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964 (EB)
 HY0991'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF GRAYSON ALONG THE NORTH
 HY0991'R/W OF OLD U.S. HIGHWAY 60 AND IS ABOUT 0.2 MILE SOUTHWEST OF THE
 HY0991'BARRETT CREEK CHURCH.
 HY0991'
 HY0991'TO REACH THE STATION FROM THE CARTER COUNTY COURT HOUSE IN GRAYSON,
 HY0991'GO EAST ON U.S. HIGHWAY 60 FOR 0.1 MILE TO THE JUNCTION OF STATE
 HY0991'HIGHWAYS NO.1 AND 7.  TURN LEFT AND GO NORTH AND NORTHWEST ON
 HY0991'HIGHWAYS 1 AND 7 FOR 1.1 MILES TO A T ROAD JUNCTION OF OLD U.S.
 HY0991'HIGHWAY 60.  CONTINUE WEST ALONG OLD HIGHWAY 60 FOR 0.85 MILE TO
 HY0991'THE AZIMUTH MARK ON RIGHT.  CONTINUE AHEAD ON OLD HIGHWAY 60 FOR 0.4
 HY0991'MILE TO STATION ON THE RIGHT.
 HY0991'
 HY0991'STATION MARK IS LOCATED 71 FEET EAST OF THE SOUTHEAST CORNER OF A 1
 HY0991'STORY FRAME HOUSE, 39 FEET NORTHEAST OF A 12 INCH CATALPA TREE AT
 HY0991'CORNER OF YARD , 27 FEET NORTHWEST OF THE CENTER OF OLD HIGHWAY 60
 HY0991'AND 1.9 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.  THE MARK
 HY0991'PROJECTS 1 INCH AND THE DISK IS STAMPED I64 T102 1964.
 HY0991'
 HY0991'REFERENCE MARK NO.1 IS SOUTHEAST OF STATION, ABOUT 109 FEET NORTHEAST
 HY0991'OF POWER POLE NO 181 22, 18 FEET NORTHWEST OF WIRE FENCE AND 12 FEET
 HY0991'SOUTHEAST OF THE CENTER OF OLD HIGHWAY 60.  THE MARK IS SET IN
 HY0991'DRILL HOLE IN THE TOP OF THE NORTHEAST END OF CONCRETE HEADWALL FOR
 HY0991'CULVERT. THE DISK IS STAMPED I64 T102 NO.1 1964.
 HY0991'
 HY0991'REFERENCE MARK NO.2 IS SOUTHWEST OF STATION, 56 FEET SOUTHEAST OF THE
 HY0991'SOUTHEAST CORNER OF A 1 STORY FRAME HOUSE, 44 FEET NORTHEAST OF
 HY0991'POWER POLE NO 181 23, 29 FEET NORTHWEST OF THE CENTER OF OLD HIGHWAY
 HY0991'60 AND 10 FEET SOUTHWEST OF A 12 INCH CATALPA TREE.  THE MARK IS
 HY0991'FLUSH AND THE DISK IS STAMPED I64 T102 NO.2 1964.
 HY0991'
 HY0991'AZIMUTH MARK IS ABOUT 0.4 MILE NORTHEAST OF STATION, 116 FEET EAST
 HY0991'NORTHEAST OF POWER POLE NO 181 83 WITH TRANSFORMER, 73 FEET EAST
 HY0991'SOUTHEAST OF THE SOUTHEAST CORNER OF A 1-1/2 STORY FRAME HOUSE, 28
 HY0991'FEET NORTH OF THE CENTER OF OLD HIGHWAY 60, 2-1/2 FEET SOUTHWEST OF
 HY0991'METAL WITNESS POST AND SIGN AND 1-1/2 FEET SOUTH OF WIRE FENCE.  THE
 HY0991'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I64 T102 1964.
 HY0991'
 HY0991'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY0991'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY0991'
 HY0991'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
 HY0991
 HY0991                          STATION RECOVERY (1964)
 HY0991
 HY0991'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY0991'2.4 MI NW FROM GRAYSON.
 HY0991'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY0991'COURT HOUSE IN GRAYSON, THENCE ABOUT 1.1 MILES NORTH AND WEST
 HY0991'ALONG STATE HIGHWAYS 1 AND 7 TO THE JUNCTION OF OLD U.S. HIGHWAY
 HY0991'60.  CONTINUE WEST ON OLD HIGHWAY 60 FOR 1.25 MILES TO MARK ON
 HY0991'THE RIGHT.  IT IS 71 FEET EAST OF THE SOUTHEAST CORNER OF A
 HY0991'1 STORY FRAME HOUSE, 39 FEET NORTHEAST OF A 12-INCH CATALPA TREE
 HY0991'AT CORNER OF YARD, 27 FEET NORTHWEST OF THE CENTER OF OLD
 HY0991'HIGHWAY 60 AND 2 FEET SOUTHEAST OF METAL WITNESS POST AND
 HY0991'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN TOP
 HY0991'OF CONCRETE POST PROJECTING 1 INCH AND STAMPED I-64 T 102 1964.
 HY0991
 HY0991                          STATION RECOVERY (1969)
 HY0991
 HY0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HY0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0994 ***********************************************************************
 HY0994  DESIGNATION -  I64 T 102 AZ MK
 HY0994  PID         -  HY0994
 HY0994  STATE/COUNTY-  KY/CARTER
 HY0994  USGS QUAD   -  GRAYSON (1978)
 HY0994
 HY0994                         *CURRENT SURVEY CONTROL
 HY0994  ___________________________________________________________________
 HY0994* NAD 83(1986)-  38 20 48.     (N)    082 58 15.     (W)     SCALED    
 HY0994* NAVD 88     -       189.189  (meters)     620.70   (feet)  ADJUSTED  
 HY0994  ___________________________________________________________________
 HY0994  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HY0994  DYNAMIC HT  -         189.064 (meters)     620.29  (feet)  COMP
 HY0994  MODELED GRAV-     979,964.7   (mgal)                       NAVD 88
 HY0994
 HY0994  VERT ORDER  -  SECOND    CLASS 0
 HY0994
 HY0994.The horizontal coordinates were scaled from a topographic map and have
 HY0994.an estimated accuracy of +/- 6 seconds.
 HY0994
 HY0994.The orthometric height was determined by differential leveling
 HY0994.and adjusted by the National Geodetic Survey in June 1991..
 HY0994
 HY0994.The geoid height was determined by GEOID03.
 HY0994
 HY0994.The dynamic height is computed by dividing the NAVD 88
 HY0994.geopotential number by the normal gravity value computed on the
 HY0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0994.degrees latitude (g = 980.6199 gals.).
 HY0994
 HY0994.The modeled gravity was interpolated from observed gravity values.
 HY0994
 HY0994;                    North         East    Units  Estimated Accuracy
 HY0994;SPC KY1Z     - 1,227,070.    1,742,900.      MT  (+/- 180 meters Scaled)
 HY0994
 HY0994                          SUPERSEDED SURVEY CONTROL
 HY0994
 HY0994  NGVD 29 (??/??/92)  189.378  (m)          621.32   (f) ADJ UNCH    2 0
 HY0994
 HY0994.Superseded values are not recommended for survey control.
 HY0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0994.See file dsdata.txt to determine how the superseded data were derived.
 HY0994
 HY0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC277461(NAD 83)
 HY0994_MARKER: DZ = AZIMUTH MARK DISK
 HY0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0994_STAMPING: I 64 T 102 1964
 HY0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0994+STABILITY: SURFACE MOTION
 HY0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0994+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1997
 HY0994
 HY0994  HISTORY     - Date     Condition        Report By
 HY0994  HISTORY     - 1964     MONUMENTED       KYHD
 HY0994  HISTORY     - 1969     GOOD             NGS
 HY0994  HISTORY     - 19970924 GOOD             KYDT
 HY0994
 HY0994                          STATION DESCRIPTION
 HY0994
 HY0994'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964
 HY0994'2 MI NW FROM GRAYSON.
 HY0994'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY0994'COURT HOUSE IN GRAYSON, THENCE ABOUT 1.1 MILES NORTH AND WEST
 HY0994'ALONG STATE HIGHWAYS 1 AND 7 TO THE JUNCTION OF OLD U.S. HIGHWAY
 HY0994'60.  CONTINUE WEST ON OLD U.S. 60 FOR 0.85 MILE TO MARK ON RIGHT.
 HY0994'IT IS ABOUT 116 FEET EAST-NORTHEAST OF POWER POLE NO. 181-83 WITH
 HY0994'TRANSFORMER, 73 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HY0994'1 1/2 STORY FRAME HOUSE, 28 FEET NORTH OF THE CENTER OF OLD
 HY0994'HIGHWAY 60, 2 1/2 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN
 HY0994'AND 1 1/2 FEET SOUTH OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF
 HY0994'HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 HY0994'1 INCH AND STAMPED I-64 T-102 1964.
 HY0994
 HY0994                          STATION RECOVERY (1969)
 HY0994
 HY0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HY0994'RECOVERED IN GOOD CONDITION.
 HY0994
 HY0994                          STATION RECOVERY (1997)
 HY0994
 HY0994'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0992 ***********************************************************************
 HY0992  DESIGNATION -  I64 T 102 RM 1
 HY0992  PID         -  HY0992
 HY0992  STATE/COUNTY-  KY/CARTER
 HY0992  USGS QUAD   -  GRAYSON (1978)
 HY0992
 HY0992                         *CURRENT SURVEY CONTROL
 HY0992  ___________________________________________________________________
 HY0992* NAD 83(1986)-  38 20 37.     (N)    082 58 37.     (W)     SCALED    
 HY0992* NAVD 88     -       187.695  (meters)     615.80   (feet)  ADJUSTED  
 HY0992  ___________________________________________________________________
 HY0992  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HY0992  DYNAMIC HT  -         187.571 (meters)     615.39  (feet)  COMP
 HY0992  MODELED GRAV-     979,964.1   (mgal)                       NAVD 88
 HY0992
 HY0992  VERT ORDER  -  SECOND    CLASS 0
 HY0992
 HY0992.The horizontal coordinates were scaled from a topographic map and have
 HY0992.an estimated accuracy of +/- 6 seconds.
 HY0992
 HY0992.The orthometric height was determined by differential leveling
 HY0992.and adjusted by the National Geodetic Survey in June 1991..
 HY0992
 HY0992.The geoid height was determined by GEOID03.
 HY0992
 HY0992.The dynamic height is computed by dividing the NAVD 88
 HY0992.geopotential number by the normal gravity value computed on the
 HY0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0992.degrees latitude (g = 980.6199 gals.).
 HY0992
 HY0992.The modeled gravity was interpolated from observed gravity values.
 HY0992
 HY0992;                    North         East    Units  Estimated Accuracy
 HY0992;SPC KY1Z     - 1,226,710.    1,742,370.      MT  (+/- 180 meters Scaled)
 HY0992
 HY0992                          SUPERSEDED SURVEY CONTROL
 HY0992
 HY0992  NGVD 29 (??/??/92)  187.89   (m)          616.4    (f) COMPUTED    2 0
 HY0992
 HY0992.Superseded values are not recommended for survey control.
 HY0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0992.See file dsdata.txt to determine how the superseded data were derived.
 HY0992
 HY0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC272457(NAD 83)
 HY0992_MARKER: DR = REFERENCE MARK DISK
 HY0992_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0992_SP_SET: CULVERT
 HY0992_STAMPING: I 64 T 102 NO 1 1964
 HY0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0992+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1997
 HY0992
 HY0992  HISTORY     - Date     Condition        Report By
 HY0992  HISTORY     - 1964     MONUMENTED       PAS
 HY0992  HISTORY     - 1969     GOOD             NGS
 HY0992  HISTORY     - 19970924 GOOD             KYDT
 HY0992
 HY0992                          STATION DESCRIPTION
 HY0992
 HY0992'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY0992'2.4 MI NW FROM GRAYSON.
 HY0992'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY0992'COURT HOUSE IN GRAYSON, THENCE ABOUT 1.1 MILES NORTH AND WEST
 HY0992'ALONG STATE HIGHWAYS 1 AND 7 TO THE JUNCTION OF OLD U.S. HIGHWAY
 HY0992'60.  CONTINUE WEST ON OLD HIGHWAY 60 FOR 1.25 MILES TO MARK ON
 HY0992'THE LEFT.  IT IS ABOUT 109 FEET NORTHEAST OF POWER POLE NO.
 HY0992'181-22, 18 FEET NORTHWEST OF WIRE FENCE AND 12 FEET SOUTHEAST
 HY0992'OF THE CENTER OF OLD HIGHWAY 60.  A KENTUCKY DEPARTMENT OF
 HY0992'HIGHWAYS REFERENCE MARK DISK SET IN DRILL HOLE IN THE TOP OF THE
 HY0992'NORTHEAST END OF CONCRETE HEADWALL FOR CULVERT AND STAMPED
 HY0992'I-64 T-102 NO. 1 1964.
 HY0992
 HY0992                          STATION RECOVERY (1969)
 HY0992
 HY0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HY0992'RECOVERED IN GOOD CONDITION.
 HY0992
 HY0992                          STATION RECOVERY (1997)
 HY0992
 HY0992'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0990 ***********************************************************************
 HY0990  DESIGNATION -  I64 T 102 RM 2
 HY0990  PID         -  HY0990
 HY0990  STATE/COUNTY-  KY/CARTER
 HY0990  USGS QUAD   -  GRAYSON (1978)
 HY0990
 HY0990                         *CURRENT SURVEY CONTROL
 HY0990  ___________________________________________________________________
 HY0990* NAD 83(1986)-  38 20 37.     (N)    082 58 37.     (W)     SCALED    
 HY0990* NAVD 88     -       186.785  (meters)     612.81   (feet)  ADJUSTED  
 HY0990  ___________________________________________________________________
 HY0990  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HY0990  DYNAMIC HT  -         186.662 (meters)     612.41  (feet)  COMP
 HY0990  MODELED GRAV-     979,964.1   (mgal)                       NAVD 88
 HY0990
 HY0990  VERT ORDER  -  SECOND    CLASS 0
 HY0990
 HY0990.The horizontal coordinates were scaled from a topographic map and have
 HY0990.an estimated accuracy of +/- 6 seconds.
 HY0990
 HY0990.The orthometric height was determined by differential leveling
 HY0990.and adjusted by the National Geodetic Survey in June 1991..
 HY0990
 HY0990.The geoid height was determined by GEOID03.
 HY0990
 HY0990.The dynamic height is computed by dividing the NAVD 88
 HY0990.geopotential number by the normal gravity value computed on the
 HY0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0990.degrees latitude (g = 980.6199 gals.).
 HY0990
 HY0990.The modeled gravity was interpolated from observed gravity values.
 HY0990
 HY0990;                    North         East    Units  Estimated Accuracy
 HY0990;SPC KY1Z     - 1,226,710.    1,742,370.      MT  (+/- 180 meters Scaled)
 HY0990
 HY0990                          SUPERSEDED SURVEY CONTROL
 HY0990
 HY0990  NGVD 29 (??/??/92)  186.978  (m)          613.44   (f) ADJ UNCH    2 0
 HY0990
 HY0990.Superseded values are not recommended for survey control.
 HY0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0990.See file dsdata.txt to determine how the superseded data were derived.
 HY0990
 HY0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC272457(NAD 83)
 HY0990_MARKER: DR = REFERENCE MARK DISK
 HY0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0990_STAMPING: I-64 T-102 NO 2 1964
 HY0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0990+STABILITY: SURFACE MOTION
 HY0990
 HY0990  HISTORY     - Date     Condition        Report By
 HY0990  HISTORY     - 1964     MONUMENTED       PAS
 HY0990
 HY0990                          STATION DESCRIPTION
 HY0990
 HY0990'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY0990'2.4 MI NW FROM GRAYSON.
 HY0990'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY0990'COURT HOUSE IN GRAYSON, THENCE ABOUT 1.1 MILES NORTH AND WEST
 HY0990'ALONG STATE HIGHWAYS 1 AND 7 TO THE JUNCTION OF OLD U.S. HIGHWAY
 HY0990'60.  CONTINUE WEST ON OLD HIGHWAY 60 FOR 1.25 MILES TO MARK ON
 HY0990'THE RIGHT.  IT IS 56 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HY0990'A 1 STORY FRAME HOUSE, 44 FEET NORTHEAST OF POWER POLE NO. 181-23,
 HY0990'29 FEET NORTHWEST OF THE CENTER OF OLD HIGHWAY 60 AND 10 FEET
 HY0990'SOUTHWEST OF A 12-INCH CATALPA TREE.  A KENTUCKY DEPARTMENT OF
 HY0990'HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE POST FLUSH
 HY0990'WITH GROUND AND STAMPED I-64 T-102 NO. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2312 ***********************************************************************
 HY2312  DESIGNATION -  I64 T 103 2
 HY2312  PID         -  HY2312
 HY2312  STATE/COUNTY-  KY/CARTER
 HY2312  USGS QUAD   -  GRAYSON (1978)
 HY2312
 HY2312                         *CURRENT SURVEY CONTROL
 HY2312  ___________________________________________________________________
 HY2312* NAD 83(1993)-  38 20 38.16663(N)    082 56 31.86128(W)     ADJUSTED  
 HY2312* NAVD 88     -       184.3    (meters)     605.     (feet)  VERTCON   
 HY2312  ___________________________________________________________________
 HY2312  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HY2312  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HY2312
 HY2312  HORZ ORDER  -  THIRD
 HY2312
 HY2312.The horizontal coordinates were established by classical geodetic methods
 HY2312.and adjusted by the National Geodetic Survey in December 1995..
 HY2312.No horizontal observational check was made to the station.
 HY2312
 HY2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2312
 HY2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2312
 HY2312.The geoid height was determined by GEOID03.
 HY2312
 HY2312;                    North         East     Units Scale Factor Converg.
 HY2312;SPC KY1Z     - 1,226,836.722 1,745,408.964   MT  0.99993816   +1 43 26.0
 HY2312;SPC KY1Z     - 4,025,046.81  5,726,395.91   sFT  0.99993816   +1 43 26.0
 HY2312;SPC KY N     -    94,485.740   614,322.260   MT  0.99996438   +0 48 48.8
 HY2312;SPC KY N     -   309,991.97  2,015,488.95   sFT  0.99996438   +0 48 48.8
 HY2312;UTM  17      - 4,245,761.467   330,273.360   MT  0.99995478   -1 12 18.7
 HY2312
 HY2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2312!SPC KY1Z     -   0.99997619  x   0.99993816  =   0.99991435
 HY2312!SPC KY N     -   0.99997619  x   0.99996438  =   0.99994057
 HY2312!UTM  17      -   0.99997619  x   0.99995478  =   0.99993097
 HY2312
 HY2312|---------------------------------------------------------------------|
 HY2312| PID    Reference Object                     Distance      Geod. Az  |
 HY2312|                                                           dddmmss.s |
 HY2312| DC2251 I64 T 103 2 RM 3                      6.614 METERS 02209     |
 HY2312| DC2252 I64 T 103 2 RM 4                      9.524 METERS 23308     |
 HY2312| HY0996 I64 T 103 AZ                        APPROX. 0.7 KM 2531917.1 |
 HY2312|---------------------------------------------------------------------|
 HY2312
 HY2312                          SUPERSEDED SURVEY CONTROL
 HY2312
 HY2312  NAD 83(1986)-  38 20 38.17402(N)    082 56 31.86526(W) AD(       ) 3
 HY2312  NAD 27      -  38 20 37.88648(N)    082 56 32.25861(W) AD(       ) 3
 HY2312  NGVD 29 (07/19/86)  184.5    (m)          605.     (f) VERT ANG       
 HY2312
 HY2312.Superseded values are not recommended for survey control.
 HY2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2312.See file dsdata.txt to determine how the superseded data were derived.
 HY2312
 HY2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC3027345761(NAD 83)
 HY2312_MARKER: DS = TRIANGULATION STATION DISK
 HY2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2312_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HY2312
 HY2312  HISTORY     - Date     Condition        Report By
 HY2312  HISTORY     - 1979     MONUMENTED       NGS
 HY2312  HISTORY     - 19960808 GOOD             WOOLPT
 HY2312
 HY2312                          STATION DESCRIPTION
 HY2312
 HY2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HY2312'THE STATION IS LOCATED AT THE NORTH EDGE OF GRAYSON, 1 FOOT EAST OF A
 HY2312'METAL WITNESS POST, 41 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 HY2312'1 AND 7, 54 FEET NORTH OF THE CENTERLINE OF EXIT RAMP OF E BOUND
 HY2312'LANE OF I 64, 9 FEET S OF A TELEPHONE POLE, 4 FEET W OF A METAL
 HY2312'GUARD RAIL AND 240 FEET SOUTH OF THE SOUTHWEST CORNER OF THE OVERPASS
 HY2312'OF I 64.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---I 64 T 103
 HY2312'KHD 2 1979.
 HY2312'
 HY2312'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH A
 HY2312'MAGNET, PROJECTING 3 INCHES AND STAMPED---I 64 T 103 KHD 2 NO 3
 HY2312'1979---76 FEET NORTH OF THE CENTERLINE OF THE RAMP, 15 FEET
 HY2312'NORTHEAST OF A GUY POLE, 2 FEET WEST OF A GUARD RAIL AND 39 FEET WEST
 HY2312'OF THE CENTER LINE OF THE HIGHWAY.
 HY2312'
 HY2312'REFERENCE MARK 4 IS 2 FEET NORTH OF A GUARD RAIL, 28 FEET NORTH
 HY2312'OF THE CENTERLINE OF THE EXIT RAMP AND 61 FEET WEST OF THE CENTERLINE
 HY2312'OF THE HIGHWAY.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 HY2312'STAMPED---I 64 T 103 KHD 2 NO 4 1979---
 HY2312'
 HY2312'THE AZIMUTH MARK IS A STANDARD KHD DISK SET IN THE TOP OF A ROUND
 HY2312'CONCRETE POST FLUSH WITH THE GROUND, NEAR THE NORTH RIGHT-OF-WAY
 HY2312'OF A GAS PIPELINE, 15 FEET SOUTHEAST OF THE CENTERLINE OF A DIRT
 HY2312'ROAD, 31 FEET SOUTHWEST OF THE CENTERLINE OF PAVED ROAD, 1 FOOT NORTH
 HY2312'OF A FENCE AND 2 FEET NORTHWEST OF A METAL WITNESS POST.  THE DISK
 HY2312'IS STAMPED---I 64-T103 1964---.
 HY2312'
 HY2312'TO REACH AZIMUTH MARK FROM GRAYSON GO NORTH ON OLD HIGHWAY 7 FOR
 HY2312'0.7 MILE TO THE MARK ON THE LEFT JUST PRIOR TO REACHING INTERSTATE
 HY2312'HIGHWAY 64.
 HY2312
 HY2312                          STATION RECOVERY (1996)
 HY2312
 HY2312'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996
 HY2312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0996 ***********************************************************************
 HY0996  DESIGNATION -  I64 T 103 AZ
 HY0996  PID         -  HY0996
 HY0996  STATE/COUNTY-  KY/CARTER
 HY0996  USGS QUAD   -  GRAYSON (1978)
 HY0996
 HY0996                         *CURRENT SURVEY CONTROL
 HY0996  ___________________________________________________________________
 HY0996* NAD 83(1993)-  38 20 31.41752(N)    082 57 00.45968(W)     ADJUSTED  
 HY0996* NAVD 88     -       179.093  (meters)     587.57   (feet)  ADJUSTED  
 HY0996  ___________________________________________________________________
 HY0996  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 HY0996  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HY0996  DYNAMIC HT  -         178.975 (meters)     587.19  (feet)  COMP
 HY0996  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 HY0996
 HY0996  HORZ ORDER  -  THIRD
 HY0996  VERT ORDER  -  FIRST     CLASS I
 HY0996
 HY0996.The horizontal coordinates were established by classical geodetic methods
 HY0996.and adjusted by the National Geodetic Survey in December 1995..
 HY0996
 HY0996.The orthometric height was determined by differential leveling
 HY0996.and adjusted by the National Geodetic Survey in June 1991..
 HY0996
 HY0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY0996
 HY0996.The geoid height was determined by GEOID03.
 HY0996
 HY0996.The dynamic height is computed by dividing the NAVD 88
 HY0996.geopotential number by the normal gravity value computed on the
 HY0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0996.degrees latitude (g = 980.6199 gals.).
 HY0996
 HY0996.The modeled gravity was interpolated from observed gravity values.
 HY0996
 HY0996;                    North         East     Units Scale Factor Converg.
 HY0996;SPC KY1Z     - 1,226,607.865 1,744,721.093   MT  0.99993789   +1 43 08.4
 HY0996;SPC KY1Z     - 4,024,295.97  5,724,139.12   sFT  0.99993789   +1 43 08.4
 HY0996;SPC KY N     -    94,267.834   613,630.821   MT  0.99996446   +0 48 31.0
 HY0996;SPC KY N     -   309,277.05  2,013,220.45   sFT  0.99996446   +0 48 31.0
 HY0996;UTM  17      - 4,245,568.055   329,574.680   MT  0.99995771   -1 12 36.2
 HY0996
 HY0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY0996!SPC KY1Z     -   0.99997701  x   0.99993789  =   0.99991490
 HY0996!SPC KY N     -   0.99997701  x   0.99996446  =   0.99994147
 HY0996!UTM  17      -   0.99997701  x   0.99995771  =   0.99993472
 HY0996
 HY0996:                Primary Azimuth Mark                     Grid Az
 HY0996:SPC KY1Z     -  I64 T 103                                024 10 34.9
 HY0996:SPC KY N     -  I64 T 103                                025 05 12.3
 HY0996:UTM  17      -  I64 T 103                                027 06 19.5
 HY0996
 HY0996|---------------------------------------------------------------------|
 HY0996| PID    Reference Object                     Distance      Geod. Az  |
 HY0996|                                                           dddmmss.s |
 HY0996| HY2309 I64 T 103                           APPROX. 0.8 KM 0255343.3 |
 HY0996| HY2312 I64 T 103 2                         APPROX. 0.7 KM 0731859.4 |
 HY0996|---------------------------------------------------------------------|
 HY0996
 HY0996                          SUPERSEDED SURVEY CONTROL
 HY0996
 HY0996  NAD 83(1986)-  38 20 31.42497(N)    082 57 00.46367(W) AD(       ) 3
 HY0996  NAD 27      -  38 20 31.13735(N)    082 57 00.85616(W) AD(       ) 3
 HY0996  NGVD 29 (??/??/92)  179.272  (m)          588.16   (f) ADJ UNCH    1 1
 HY0996
 HY0996.Superseded values are not recommended for survey control.
 HY0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0996.See file dsdata.txt to determine how the superseded data were derived.
 HY0996
 HY0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC2957545568(NAD 83)
 HY0996_MARKER: DZ = AZIMUTH MARK DISK
 HY0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0996_STAMPING: I 64 T 103 1964
 HY0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0996+STABILITY: SURFACE MOTION
 HY0996
 HY0996  HISTORY     - Date     Condition        Report By
 HY0996  HISTORY     - 1964     MONUMENTED       KYHD
 HY0996  HISTORY     - 1967     GOOD             NGS
 HY0996  HISTORY     - 1969     GOOD             NGS
 HY0996
 HY0996                          STATION DESCRIPTION
 HY0996
 HY0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY0996'0.6 MI N FROM GRAYSON.
 HY0996'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAYS 1 AND 7 FROM THE
 HY0996'JUNCTION OF U.S. HIGHWAY 60 AT GRAYSON, ABOUT 0.2 MILE NORTH
 HY0996'OF THE JUNCTION OF THE NORTH DRIVEWAY LEADING WEST TO THE
 HY0996'MEMORIAL PARK CEMETERY, 36 1/2 FEET SOUTH OF THE CENTER OF THE
 HY0996'JUNCTION OF A PRIVATE DRIVEWAY LEADING SOUTH, 32 FEET NORTHWEST
 HY0996'OF THE NORTHWEST ONE OF TWO PIPE LINE MARKER SIGNS, 30 1/2
 HY0996'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14 1/2 FEET
 HY0996'SOUTHEAST OF THE CENTER LINE OF DRIVEWAY, 2 FEET WEST OF A METAL
 HY0996'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 HY0996'THE TOP OF A CONCRETE POST 1 INCH UNDERGROUND.
 HY0996
 HY0996                          STATION RECOVERY (1969)
 HY0996
 HY0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HY0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1005 ***********************************************************************
 HY1005  DESIGNATION -  I64 T 104
 HY1005  PID         -  HY1005
 HY1005  STATE/COUNTY-  KY/CARTER
 HY1005  USGS QUAD   -  GRAYSON (1978)
 HY1005
 HY1005                         *CURRENT SURVEY CONTROL
 HY1005  ___________________________________________________________________
 HY1005* NAD 83(1993)-  38 21 38.94771(N)    082 53 18.39484(W)     ADJUSTED  
 HY1005* NAVD 88     -       267.274  (meters)     876.88   (feet)  ADJUSTED  
 HY1005  ___________________________________________________________________
 HY1005  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 HY1005  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HY1005  DYNAMIC HT  -         267.099 (meters)     876.31  (feet)  COMP
 HY1005  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 HY1005
 HY1005  HORZ ORDER  -  SECOND
 HY1005  VERT ORDER  -  SECOND    CLASS 0
 HY1005
 HY1005.The horizontal coordinates were established by classical geodetic methods
 HY1005.and adjusted by the National Geodetic Survey in December 1995..
 HY1005
 HY1005.The orthometric height was determined by differential leveling
 HY1005.and adjusted by the National Geodetic Survey in June 1991..
 HY1005
 HY1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1005
 HY1005.The geoid height was determined by GEOID03.
 HY1005
 HY1005.The dynamic height is computed by dividing the NAVD 88
 HY1005.geopotential number by the normal gravity value computed on the
 HY1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1005.degrees latitude (g = 980.6199 gals.).
 HY1005
 HY1005.The modeled gravity was interpolated from observed gravity values.
 HY1005
 HY1005;                    North         East     Units Scale Factor Converg.
 HY1005;SPC KY1Z     - 1,228,852.539 1,750,047.097   MT  0.99994060   +1 45 24.8
 HY1005;SPC KY1Z     - 4,031,660.37  5,741,612.85   sFT  0.99994060   +1 45 24.8
 HY1005;SPC KY N     -    96,427.678   618,991.943   MT  0.99996380   +0 50 49.1
 HY1005;SPC KY N     -   316,363.14  2,030,809.40   sFT  0.99996380   +0 50 49.1
 HY1005;UTM  17      - 4,247,537.650   335,008.469   MT  0.99993526   -1 10 20.1
 HY1005
 HY1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1005!SPC KY1Z     -   0.99996318  x   0.99994060  =   0.99990378
 HY1005!SPC KY N     -   0.99996318  x   0.99996380  =   0.99992698
 HY1005!UTM  17      -   0.99996318  x   0.99993526  =   0.99989844
 HY1005
 HY1005|---------------------------------------------------------------------|
 HY1005| PID    Reference Object                     Distance      Geod. Az  |
 HY1005|                                                           dddmmss.s |
 HY1005| HY1003 I64 T 104 RM 1                        8.126 METERS 13950     |
 HY1005| HY1002 I64 T 104 AZ MK                                    2261636.4 |
 HY1005| HY1004 I64 T 104 RM 2                        8.592 METERS 22959     |
 HY1005|---------------------------------------------------------------------|
 HY1005
 HY1005                          SUPERSEDED SURVEY CONTROL
 HY1005
 HY1005  NAD 83(1986)-  38 21 38.95481(N)    082 53 18.39818(W) AD(       ) 2
 HY1005  NAD 27      -  38 21 38.66061(N)    082 53 18.79585(W) AD(       ) 2
 HY1005  NGVD 29 (??/??/92)  267.457  (m)          877.48   (f) ADJ UNCH    2 0
 HY1005
 HY1005.Superseded values are not recommended for survey control.
 HY1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1005.See file dsdata.txt to determine how the superseded data were derived.
 HY1005
 HY1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC3500847538(NAD 83)
 HY1005_MARKER: DD = SURVEY DISK
 HY1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1005_STAMPING: I 64 T 104 1969
 HY1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1005+STABILITY: SURFACE MOTION
 HY1005
 HY1005  HISTORY     - Date     Condition        Report By
 HY1005  HISTORY     - 1969     MONUMENTED       KYHD
 HY1005  HISTORY     - 1969     GOOD             PAS
 HY1005
 HY1005                          STATION DESCRIPTION
 HY1005
 HY1005'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1969 (LW)
 HY1005'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF GRAYSON ON LAND OWNED
 HY1005'BY THE BARNHILL ESTATE.  IT IS APPROXIMATELY ON HIGHEST POINT OF
 HY1005'RIDGE AND JUST NORTHEAST OF A FORK IN OLD ROADS.
 HY1005'
 HY1005'TO REACH THE STATION FROM THE CARTER COUNTY COURTHOUSE IN GRAYSON, GO
 HY1005'EAST ON U.S. HIGHWAY 60 FOR 0.45 MILE TO ROBERT AND MARY AVENUE.
 HY1005'TURN LEFT ON ROBERT AND MARY AVENUE AND GO NORTH FOR 2.35 MILES TO A
 HY1005'GRAVEL ROAD LEFT JUST BEYOND A SMALL CONCRETE BRIDGE.  TURN LEFT AND
 HY1005'GO NORTH NORTHEAST ON GRAVEL ROAD FOR 0.3 MILE TO A T ROAD RIGHT.
 HY1005'TURN RIGHT AND GO NORTHEAST ON GRAVEL ROAD FOR 0.4 MILE TO A T ROAD
 HY1005'JUNCTION. TURN LEFT AND GO NORTHWEST ON GRAVEL ROAD FOR 0.5 MILE TO
 HY1005'JUNCTION JUST SOUTH OF BECKWITH BRANCH.  TURN RIGHT AND FOLLOW MAIN
 HY1005'ROAD UP BECKWITH BRANCH (ACCESSIBLE BY 4 WHEEL DRIVE VEHICLE ONLY IN
 HY1005'WET WEATHER) FOR 0.9 MILE TO A FORK IN ROAD.
 HY1005'
 HY1005'TAKE LEFT FORK UPHILL, AND GO NORTHEAST FOR 0.3 MILE TO AZIMUTH MARK
 HY1005'ON THE LEFT.  CONTINUE NORTHEAST FOR 0.15 MILE TO A FORK IN OLD
 HY1005'ROADS. TAKE LEFT FORK AND GO NORTH FOR 0.05 MILE TO STATION ON RIGHT
 HY1005'ON TOP OF RIDGE.
 HY1005'
 HY1005'STATION MARK IS APPROXIMATELY 75 FEET EAST OF OLD ROAD, 59-1/2 FEET
 HY1005'EAST OF AN 18 INCH MAPLE TREE, 46 FEET NORTH OF 24-INCH OAK TREE AND
 HY1005'2 FEET EAST OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 3
 HY1005'INCHES AND THE DISK IS STAMPED I-64 T-104 1969.
 HY1005'
 HY1005'RM NO.1 IS SOUTHEAST OF STATION, 52-1/2 FEET NORTHEAST OF A 30-INCH
 HY1005'OAK TREE AND 34 FEET NORTHEAST OF OLD FENCE LINE.  THE MARK PROJECTS
 HY1005'3 INCHES AND THE DISK IS STAMPED I-64 T-104 NO.1 1969.
 HY1005'
 HY1005'RM NO.2 IS SOUTHWEST OF STATION, 19 FEET NORTHWEST OF A 24 INCH OAK
 HY1005'TREE AND 3 FEET NORTHEAST OF OLD FENCE LINE.  THE MARK PROJECTS 3
 HY1005'INCHES AND THE DISK IS STAMPED I-64 T-104 NO.2 1969.
 HY1005'
 HY1005'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHWEST OF STATION, 40 FEET NORTH OF
 HY1005'A 12-INCH WHITE OAK TREE, 22 FEET WEST OF A 24-INCH LOCUST TREE, 20
 HY1005'FEET NORTH NORTHWEST OF CENTER OF DIRT ROAD AND 1.6 FEET NORTH
 HY1005'NORTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 3 INCHES
 HY1005'AND THE DISK IS STAMPED I-64 T-104 1969.
 HY1005'
 HY1005'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY1005'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HY1005'
 HY1005'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HY1005
 HY1005                          STATION RECOVERY (1969)
 HY1005
 HY1005'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1005'4 MI NE FROM GRAYSON.
 HY1005'ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY1005'COURTHOUSE IN GRAYSON, THENCE ABOUT 2.35 MILES NORTHEAST AND EAST
 HY1005'ALONG ROBERT AND MARY AVENUE TO GRAVEL ROAD LEFT, THENCE ABOUT
 HY1005'0.3 MILE NORTH ALONG GRAVEL ROAD, THENCE ABOUT 0.4 MILE NORTHEAST
 HY1005'ALONG GRAVEL ROAD TO A T-ROAD, THENCE ABOUT 0.5 MILE NORTHWEST
 HY1005'ALONG GRAVEL ROAD TO A JUNCTION JUST SOUTHEAST OF BECKWITH
 HY1005'BRANCH.  TURN RIGHT AND FOLLOW MAIN ROAD UP BECKWITH BRANCH
 HY1005'(ACCESSIBLE BY 4-WHEEL DRIVE VEHICLE ONLY IN WET WEATHER) FOR
 HY1005'0.9 MILE TO A FORK.  TAKE LEFT FORK UPHILL AND GO NORTHEAST FOR
 HY1005'0.45 MILE TO A FORK IN OLD ROADS.  TAKE LEFT FORK AND GO NORTH
 HY1005'FOR 0.05 MILE TO MARK ON RIGHT ON TOP OF RIDGE.  IT IS
 HY1005'APPROXIMATELY 75 FEET EAST OF OLD ROAD, 59 1/2 FEET EAST OF AN
 HY1005'18-INCH MAPLE TREE, 46 FEET NORTH OF A 24-INCH OAK TREE AND 2
 HY1005'FEET EAST OF A METAL WITNESS POST AND SIGN.  A KENTUCKY
 HY1005'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE
 HY1005'POST PROJECTING 3 INCHES AND STAMPED I-64 T-104 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1002 ***********************************************************************
 HY1002  DESIGNATION -  I64 T 104 AZ MK
 HY1002  PID         -  HY1002
 HY1002  STATE/COUNTY-  KY/CARTER
 HY1002  USGS QUAD   -  GRAYSON (1978)
 HY1002
 HY1002                         *CURRENT SURVEY CONTROL
 HY1002  ___________________________________________________________________
 HY1002* NAD 83(1986)-  38 21 31.     (N)    082 53 28.     (W)     SCALED    
 HY1002* NAVD 88     -       256.485  (meters)     841.48   (feet)  ADJUSTED  
 HY1002  ___________________________________________________________________
 HY1002  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HY1002  DYNAMIC HT  -         256.316 (meters)     840.93  (feet)  COMP
 HY1002  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 HY1002
 HY1002  VERT ORDER  -  SECOND    CLASS 0
 HY1002
 HY1002.The horizontal coordinates were scaled from a topographic map and have
 HY1002.an estimated accuracy of +/- 6 seconds.
 HY1002
 HY1002.The orthometric height was determined by differential leveling
 HY1002.and adjusted by the National Geodetic Survey in June 1991..
 HY1002
 HY1002.The geoid height was determined by GEOID03.
 HY1002
 HY1002.The dynamic height is computed by dividing the NAVD 88
 HY1002.geopotential number by the normal gravity value computed on the
 HY1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1002.degrees latitude (g = 980.6199 gals.).
 HY1002
 HY1002.The modeled gravity was interpolated from observed gravity values.
 HY1002
 HY1002;                    North         East    Units  Estimated Accuracy
 HY1002;SPC KY1Z     - 1,228,600.    1,749,820.      MT  (+/- 180 meters Scaled)
 HY1002
 HY1002                          SUPERSEDED SURVEY CONTROL
 HY1002
 HY1002  NGVD 29 (??/??/92)  256.667  (m)          842.08   (f) ADJ UNCH    2 0
 HY1002
 HY1002.Superseded values are not recommended for survey control.
 HY1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1002.See file dsdata.txt to determine how the superseded data were derived.
 HY1002
 HY1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC347472(NAD 83)
 HY1002_MARKER: DD = SURVEY DISK
 HY1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1002_STAMPING: L 64 T 104 1969
 HY1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1002+STABILITY: SURFACE MOTION
 HY1002
 HY1002  HISTORY     - Date     Condition        Report By
 HY1002  HISTORY     - 1969     MONUMENTED       KYHD
 HY1002
 HY1002                          STATION DESCRIPTION
 HY1002
 HY1002'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1969
 HY1002'3.8 MI NE FROM GRAYSON.
 HY1002'ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY1002'COURTHOUSE IN GRAYSON, THENCE ABOUT 2.35 MILES NORTHEAST AND
 HY1002'EAST ALONG ROBERT AND MARY AVENUE TO GRAVEL ROAD LEFT, THENCE
 HY1002'ABOUT 0.3 MILE NORTH ALONG GRAVEL ROAD, THENCE ABOUT 0.4 MILE
 HY1002'NORTHEAST ALONG GRAVEL ROAD TO A T-ROAD, THENCE ABOUT 0.5 MILE
 HY1002'NORTHWEST ALONG GRAVEL ROAD TO A JUNCTION JUST SOUTHEAST OF
 HY1002'BECKWITH BRANCH.  TURN RIGHT AND FOLLOW MAIN ROAD UP BECKWITH
 HY1002'BRANCH (ACCESSIBLE BY 4-WHEEL DRIVE VECHILE ONLY IN WET WEATHER)
 HY1002'FOR 0.9 MILE TO A FORK.  TAKE LEFT FORK UPHILL AND GO NORTHEAST
 HY1002'FOR 0.3 MILE TO MARK ON LEFT.  IT IS 40 FEET NORTH OF A 12-INCH
 HY1002'WHITE OAK TREE, 22 FEET WEST OF A 24-INCH LOCUST TREE, 20 FEET
 HY1002'NORTH-NORTHWEST OF CENTER OF DIRT ROAD AND 1.6 FEET
 HY1002'NORTH-NORTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HY1002'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE
 HY1002'POST PROJECTING 3 INCHES AND STAMPED I-64 T-104 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1003 ***********************************************************************
 HY1003  DESIGNATION -  I64 T 104 RM 1
 HY1003  PID         -  HY1003
 HY1003  STATE/COUNTY-  KY/CARTER
 HY1003  USGS QUAD   -  GRAYSON (1978)
 HY1003
 HY1003                         *CURRENT SURVEY CONTROL
 HY1003  ___________________________________________________________________
 HY1003* NAD 83(1986)-  38 21 39.     (N)    082 53 20.     (W)     SCALED    
 HY1003* NAVD 88     -       267.414  (meters)     877.34   (feet)  ADJUSTED  
 HY1003  ___________________________________________________________________
 HY1003  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HY1003  DYNAMIC HT  -         267.239 (meters)     876.77  (feet)  COMP
 HY1003  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 HY1003
 HY1003  VERT ORDER  -  SECOND    CLASS 0
 HY1003
 HY1003.The horizontal coordinates were scaled from a topographic map and have
 HY1003.an estimated accuracy of +/- 6 seconds.
 HY1003
 HY1003.The orthometric height was determined by differential leveling
 HY1003.and adjusted by the National Geodetic Survey in June 1991..
 HY1003
 HY1003.The geoid height was determined by GEOID03.
 HY1003
 HY1003.The dynamic height is computed by dividing the NAVD 88
 HY1003.geopotential number by the normal gravity value computed on the
 HY1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1003.degrees latitude (g = 980.6199 gals.).
 HY1003
 HY1003.The modeled gravity was interpolated from observed gravity values.
 HY1003
 HY1003;                    North         East    Units  Estimated Accuracy
 HY1003;SPC KY1Z     - 1,228,850.    1,750,010.      MT  (+/- 180 meters Scaled)
 HY1003
 HY1003                          SUPERSEDED SURVEY CONTROL
 HY1003
 HY1003  NGVD 29 (??/??/92)  267.597  (m)          877.94   (f) ADJ UNCH    2 0
 HY1003
 HY1003.Superseded values are not recommended for survey control.
 HY1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1003.See file dsdata.txt to determine how the superseded data were derived.
 HY1003
 HY1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC349475(NAD 83)
 HY1003_MARKER: DR = REFERENCE MARK DISK
 HY1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1003_STAMPING: I 64 T 104 NO 1 1969
 HY1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1003+STABILITY: SURFACE MOTION
 HY1003
 HY1003  HISTORY     - Date     Condition        Report By
 HY1003  HISTORY     - 1969     MONUMENTED       PAS
 HY1003
 HY1003                          STATION DESCRIPTION
 HY1003
 HY1003'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1003'4 MI NE FROM GRAYSON.
 HY1003'ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY1003'COURTHOUSE IN GRAYSON, THENCE ABOUT 2.35 MILES NORTHEAST AND
 HY1003'EAST ALONG ROBERT AND MARY AVENUE TO GRAVEL ROAD LEFT, THENCE
 HY1003'ABOUT 0.3 MILE NORTH ALONG GRAVEL ROAD, THENCE ABOUT 0.4 MILE
 HY1003'NORTHEAST ALONG GRAVEL ROAD TO A T-ROAD, THENCE ABOUT 0.5 MILE
 HY1003'NORTHWEST ALONG GRAVEL ROAD TO A JUNCTION JUST SOUTHEAST OF
 HY1003'BECKWITH BRANCH.  TURN RIGHT AND FOLLOW MAIN ROAD UP BECKWITH
 HY1003'BRANCH (ACCESSIBLE BY 4-WHEEL DRIVE VEHICLE ONLY IN WET WEATHER)
 HY1003'FOR 0.9 MILE TO A FORK.  TAKE LEFT FORK UPHILL AND GO NORTHEAST
 HY1003'FOR 0.45 MILE TO A FORK IN OLD ROADS.  TAKE LEFT FORK AND GO
 HY1003'NORTH FOR 0.05 MILE TO MARK ON RIGHT ON TOP OF RIDGE.  IT IS
 HY1003'52 1/2 FEET NORTHEAST OF A 30-INCH OAK TREE AND 34 FEET NORTHEAST
 HY1003'OF OLD FENCE LINE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 HY1003'TABLET SET IN TOP OF CONCRETE POST PROJECTING 3 INCHES AND
 HY1003'STAMPED I-64 T-104 NO. 1 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1004 ***********************************************************************
 HY1004  DESIGNATION -  I64 T 104 RM 2
 HY1004  PID         -  HY1004
 HY1004  STATE/COUNTY-  KY/CARTER
 HY1004  USGS QUAD   -  GRAYSON (1978)
 HY1004
 HY1004                         *CURRENT SURVEY CONTROL
 HY1004  ___________________________________________________________________
 HY1004* NAD 83(1986)-  38 21 39.     (N)    082 53 20.     (W)     SCALED    
 HY1004* NAVD 88     -       266.813  (meters)     875.37   (feet)  ADJUSTED  
 HY1004  ___________________________________________________________________
 HY1004  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HY1004  DYNAMIC HT  -         266.638 (meters)     874.79  (feet)  COMP
 HY1004  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 HY1004
 HY1004  VERT ORDER  -  SECOND    CLASS 0
 HY1004
 HY1004.The horizontal coordinates were scaled from a topographic map and have
 HY1004.an estimated accuracy of +/- 6 seconds.
 HY1004
 HY1004.The orthometric height was determined by differential leveling
 HY1004.and adjusted by the National Geodetic Survey in June 1991..
 HY1004
 HY1004.The geoid height was determined by GEOID03.
 HY1004
 HY1004.The dynamic height is computed by dividing the NAVD 88
 HY1004.geopotential number by the normal gravity value computed on the
 HY1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1004.degrees latitude (g = 980.6199 gals.).
 HY1004
 HY1004.The modeled gravity was interpolated from observed gravity values.
 HY1004
 HY1004;                    North         East    Units  Estimated Accuracy
 HY1004;SPC KY1Z     - 1,228,850.    1,750,010.      MT  (+/- 180 meters Scaled)
 HY1004
 HY1004                          SUPERSEDED SURVEY CONTROL
 HY1004
 HY1004  NGVD 29 (??/??/92)  266.996  (m)          875.97   (f) ADJ UNCH    2 0
 HY1004
 HY1004.Superseded values are not recommended for survey control.
 HY1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1004.See file dsdata.txt to determine how the superseded data were derived.
 HY1004
 HY1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC349475(NAD 83)
 HY1004_MARKER: DR = REFERENCE MARK DISK
 HY1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1004_STAMPING: I 64 T 104 NO 2 1969
 HY1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1004+STABILITY: SURFACE MOTION
 HY1004
 HY1004  HISTORY     - Date     Condition        Report By
 HY1004  HISTORY     - 1969     MONUMENTED       PAS
 HY1004
 HY1004                          STATION DESCRIPTION
 HY1004
 HY1004'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1004'4 MI NE FROM GRAYSON.
 HY1004'ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE CARTER COUNTY
 HY1004'COURTHOUSE IN GRAYSON, THENCE ABOUT 2.35 MILES NORTHEAST AND
 HY1004'EAST ALONG ROBERT AND MARY AVENUE TO GRAVEL ROAD LEFT, THENCE ABOUT
 HY1004'0.3 MILE NORTH ALONG GRAVEL ROAD, THENCE ABOUT 0.4 MILE NORTHEAST
 HY1004'ALONG GRAVEL ROAD TO A T-ROAD, THENCE ABOUT 0.5 MILE NORTHWEST
 HY1004'ALONG GRAVEL ROAD TO A JUNCTION JUST SOUTHEAST OF BECKWITH
 HY1004'BRANCH.  TURN RIGHT AND FOLLOW MAIN ROAD TO A JUNCTION JUST
 HY1004'SOUTHEAST OF BECKWITH BRANCH.  TURN RIGHT AND FOLLOW MAIN ROAD
 HY1004'UP BECKWITH BRANCH (ACCESSIBLE BY 4-WHEEL DRIVE VEHICLE ONLY IN
 HY1004'WET WEATHER) FOR 0.9 MILE TO A FORK.  TAKE LEFT FORK UPHILL
 HY1004'AND GO NORTHEAST FOR 0.45 MILE TO A FORK IN OLD ROADS.  TAKE
 HY1004'LEFT FORK AND GO NORTH FOR 0.05 MILE TO MARK ON RIGHT ON TOP OF
 HY1004'RIDGE.  IT IS 19 FEET NORTHWEST OF A 24-INCH OAK TREE AND 3 FEET
 HY1004'NORTHEAST OF OLD FENCE LINE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1004'SURVEY TABLET SET IN TOP OF CONCRETE POST PROJECTING 3 INCHES
 HY1004'AND STAMPED I-64 T-104 NO. 2 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2306 ***********************************************************************
 HY2306  DESIGNATION -  I64 T 105
 HY2306  PID         -  HY2306
 HY2306  STATE/COUNTY-  KY/CARTER
 HY2306  USGS QUAD   -  GRAYSON (1978)
 HY2306
 HY2306                         *CURRENT SURVEY CONTROL
 HY2306  ___________________________________________________________________
 HY2306* NAD 83(1993)-  38 22 04.35672(N)    082 52 39.85249(W)     ADJUSTED  
 HY2306* NAVD 88     -       253.5    (meters)     832.     (feet)  VERTCON   
 HY2306  ___________________________________________________________________
 HY2306  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 HY2306  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HY2306
 HY2306  HORZ ORDER  -  SECOND
 HY2306
 HY2306.The horizontal coordinates were established by classical geodetic methods
 HY2306.and adjusted by the National Geodetic Survey in December 1995..
 HY2306
 HY2306.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2306
 HY2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2306
 HY2306.The geoid height was determined by GEOID03.
 HY2306
 HY2306;                    North         East     Units Scale Factor Converg.
 HY2306;SPC KY1Z     - 1,229,664.330 1,750,958.218   MT  0.99994165   +1 45 48.4
 HY2306;SPC KY1Z     - 4,034,323.72  5,744,602.09   sFT  0.99994165   +1 45 48.4
 HY2306;SPC KY N     -    97,224.917   619,915.861   MT  0.99996358   +0 51 13.1
 HY2306;SPC KY N     -   318,978.75  2,033,840.62   sFT  0.99996358   +0 51 13.1
 HY2306;UTM  17      - 4,248,301.815   335,959.876   MT  0.99993140   -1 09 56.8
 HY2306
 HY2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2306!SPC KY1Z     -   0.99996534  x   0.99994165  =   0.99990699
 HY2306!SPC KY N     -   0.99996534  x   0.99996358  =   0.99992892
 HY2306!UTM  17      -   0.99996534  x   0.99993140  =   0.99989674
 HY2306
 HY2306|---------------------------------------------------------------------|
 HY2306| PID    Reference Object                     Distance      Geod. Az  |
 HY2306|                                                           dddmmss.s |
 HY2306| DC2255 I64 T 105 RM 1                        6.748 METERS 14318     |
 HY2306| DC2256 I64 T 105 RM 2                        6.593 METERS 23136     |
 HY2306| DC2257 I64 T 105 AZ MK                                    3215434.3 |
 HY2306|---------------------------------------------------------------------|
 HY2306
 HY2306                          SUPERSEDED SURVEY CONTROL
 HY2306
 HY2306  NAD 83(1986)-  38 22 04.36373(N)    082 52 39.85586(W) AD(       ) 2
 HY2306  NAD 27      -  38 22 04.06839(N)    082 52 40.25408(W) AD(       ) 2
 HY2306  NGVD 29 (07/19/86)  253.7    (m)          832.     (f) VERT ANG       
 HY2306
 HY2306.Superseded values are not recommended for survey control.
 HY2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2306.See file dsdata.txt to determine how the superseded data were derived.
 HY2306
 HY2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC3596048302(NAD 83)
 HY2306_MARKER: DD = SURVEY DISK
 HY2306_SETTING: 0 = UNSPECIFIED SETTING
 HY2306
 HY2306  HISTORY     - Date     Condition        Report By
 HY2306  HISTORY     - 1969     MONUMENTED       KYHD
 HY2306
 HY2306                          STATION DESCRIPTION
 HY2306
 HY2306'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1969 (LW)
 HY2306'STATION IS LOCATED ABOUT 5.6 MILES NORTHEAST OF GRAYSON ON LAND OWNED
 HY2306'BY MR. JIMMY WILBURN.  IT IS ON THE HIGHEST POINT OF A WOODED KNOB
 HY2306'THAT IS APPROXIMATELY 800 FEET SOUTH OF WILSON CREEK.
 HY2306'
 HY2306'TO REACH THE STATION FROM THE CARTER COUNTY COURTHOUSE IN GRAYSON, GO
 HY2306'EAST ON U.S. HIGHWAY 60 FOR 6.1 MILES TO A BLACK TOP ROAD LEFT AT
 HY2306'UPPER WILSON CREEK SCHOOL, (ABANDONED).  TURN LEFT AND GO NORTHWEST
 HY2306'ON BLACK TOP ROAD FOR 2.95 MILES AND END OF BLACK TOP.  CONTINUE
 HY2306'AHEAD ON GRAVEL ROAD FOR 1.6 MILES TO A DIRT ROAD LEFT.  TURN LEFT
 HY2306'AND GO SOUTH ON DIRT ROAD (4 WHEEL DRIVE NEEDED IN WET WEATHER) FOR
 HY2306'APPROXIMATELY 400 FEET TO WILSON CREEK.  CROSS CREEK, AND CONTINUE
 HY2306'SOUTH SOUTHWEST ON DIRT ROAD FOR 0.15 MILE AND END OF TRUCK TRAVEL.
 HY2306'FROM HERE WALK NORTHEAST UP RIDGE FOR APPROXIMATELY 800 FEET TO
 HY2306'HIGHEST POINT AND STATION.
 HY2306'
 HY2306'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD ON GRAVEL ROAD
 HY2306'FOR 0.1 MILE TO MARK ON RIGHT ON TOP OF 10 FOOT BANK.
 HY2306'
 HY2306'STATION MARK IS 22 FEET EAST OF AN 18-INCH TWIN RED OAK TREE, 15-1/2
 HY2306'FEET NORTH OF A 12 INCH WHITE OAK TREE AND 1.3 FEET SOUTHWEST OF
 HY2306'METAL WITNESS POST AND SIGN.  THE MARK IS SET IN TOP OF A 5 INCH
 HY2306'STEEL PIPE FILLED WITH CONCRETE AND THE DISK IS STAMPED I-64 T-105
 HY2306'1969.
 HY2306'
 HY2306'REFERENCE MARK NO.1 IS SOUTHEAST OF STATION, 19 FEET NORTHWEST OF A
 HY2306'12 INCH RED OAK TREE AND 18 FEET EAST OF A 12-INCH WHITE OAK TREE.
 HY2306'THE MARK IS SET IN DRILL HOLE IN THE TOP OF A 2 FT X 2 FT SANDSTONE
 HY2306'ROCK FLUSH WITH GROUND AND THE DISK IS STAMPED I-64 T-105 NO.1
 HY2306'1969.
 HY2306'
 HY2306'REFERENCE MARK NO.2 IS SOUTHWEST OF STATION, 29-1/2 FEET NORTHEAST OF
 HY2306'A 10-INCH RED OAK TREE AND 23 FEET SOUTHEAST OF AN 8-INCH RED OAK
 HY2306'TREE.  THE MARK IS SET IN DRILL HOLE IN THE TOP OF A 2 FT X 2 FT
 HY2306'SANDSTONE ROCK FLUSH WITH GROUND AND THE DISK IS STAMPED I-64 T-105
 HY2306'NO.2 1969.
 HY2306'
 HY2306'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF STATION, 20 FEET
 HY2306'NORTHEAST OF THE CENTER OF GRAVEL ROAD, 14 FEET NORTHWEST OF A 6-INCH
 HY2306'WILD CHERRY TREE AND 1.1 FEET SOUTHWEST OF METAL WITNESS POST AND
 HY2306'SIGN. THE MARK IS SET IN TOP OF CONCRETE PROJECTING 3 INCHES AND THE
 HY2306'DISK IS STAMPED I-64 T 105 1969.
 HY2306'
 HY2306'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY2306'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 HY2306'
 HY2306'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2303 ***********************************************************************
 HY2303  DESIGNATION -  I64 T 106
 HY2303  PID         -  HY2303
 HY2303  STATE/COUNTY-  KY/CARTER
 HY2303  USGS QUAD   -  RUSH (1979)
 HY2303
 HY2303                         *CURRENT SURVEY CONTROL
 HY2303  ___________________________________________________________________
 HY2303* NAD 83(1993)-  38 21 57.65251(N)    082 49 18.86394(W)     ADJUSTED  
 HY2303* NAVD 88     -       316.3    (meters)    1038.     (feet)  VERTCON   
 HY2303  ___________________________________________________________________
 HY2303  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 HY2303  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HY2303
 HY2303  HORZ ORDER  -  SECOND
 HY2303
 HY2303.The horizontal coordinates were established by classical geodetic methods
 HY2303.and adjusted by the National Geodetic Survey in December 1995..
 HY2303
 HY2303.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2303
 HY2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2303
 HY2303.The geoid height was determined by GEOID03.
 HY2303
 HY2303;                    North         East     Units Scale Factor Converg.
 HY2303;SPC KY1Z     - 1,229,609.320 1,755,841.164   MT  0.99994137   +1 47 51.8
 HY2303;SPC KY1Z     - 4,034,143.24  5,760,622.22   sFT  0.99994137   +1 47 51.8
 HY2303;SPC KY N     -    97,092.396   624,797.426   MT  0.99996363   +0 53 18.1
 HY2303;SPC KY N     -   318,543.97  2,049,856.22   sFT  0.99996363   +0 53 18.1
 HY2303;UTM  17      - 4,247,997.370   340,833.535   MT  0.99991200   -1 07 51.8
 HY2303
 HY2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2303!SPC KY1Z     -   0.99995549  x   0.99994137  =   0.99989687
 HY2303!SPC KY N     -   0.99995549  x   0.99996363  =   0.99991912
 HY2303!UTM  17      -   0.99995549  x   0.99991200  =   0.99986750
 HY2303
 HY2303|---------------------------------------------------------------------|
 HY2303| PID    Reference Object                     Distance      Geod. Az  |
 HY2303|                                                           dddmmss.s |
 HY2303| DC2258 I64 T 106 RM 1                        8.364 METERS 17319     |
 HY2303| HY2308 GRAYSON RADIO STA WGOH MAST         APPROX.14.1 KM 2530537.3 |
 HY2303| DC2259 I64 T 106 RM 2                        8.553 METERS 27021     |
 HY2303|---------------------------------------------------------------------|
 HY2303
 HY2303                          SUPERSEDED SURVEY CONTROL
 HY2303
 HY2303  NAD 83(1986)-  38 21 57.65933(N)    082 49 18.86661(W) AD(       ) 2
 HY2303  NAD 27      -  38 21 57.35927(N)    082 49 19.27208(W) AD(       ) 2
 HY2303  NGVD 29 (07/19/86)  316.5    (m)         1038.     (f) VERT ANG       
 HY2303
 HY2303.Superseded values are not recommended for survey control.
 HY2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2303.See file dsdata.txt to determine how the superseded data were derived.
 HY2303
 HY2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC4083447997(NAD 83)
 HY2303_MARKER: DD = SURVEY DISK
 HY2303_SETTING: 0 = UNSPECIFIED SETTING
 HY2303
 HY2303  HISTORY     - Date     Condition        Report By
 HY2303  HISTORY     - 1969     MONUMENTED       KYHD
 HY2303  HISTORY     - 19960808 GOOD             WOOLPT
 HY2303
 HY2303                          STATION DESCRIPTION
 HY2303
 HY2303'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1969 (LW)
 HY2303'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF GRAYSON ON LAND OWNED
 HY2303'BY THE OHIO POWER COMPANY AND KNOWN LOCALLY AS THE ANDREW BARNHILL
 HY2303'PROPERTY.
 HY2303'
 HY2303'TO REACH THE STATION FROM THE CARTER COUNTY COURTHOUSE IN GRAYSON, GO
 HY2303'EAST ON U.S. HIGHWAY 60 FOR 13.15 MILES TO THE JUNCTION OF STATE
 HY2303'HIGHWAY NO.5.  TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 5 FOR 1.55
 HY2303'MILES TO BRYANTS GROCERY STORE AND SERVICE STATION ON RIGHT AND
 HY2303'BLACKTOP ROAD LEFT.  TURN LEFT AND GO WEST ON BLACK TO ROAD FOR 0.25
 HY2303'MILE TO A Y FORK.  TAKE LEFT FORK AND GO SOUTHWEST ON BLACKTOP ROAD
 HY2303'FOR 2.2 MILES TO ANOTHER FORK.  TAKE LEFT FORK AND CONTINUE
 HY2303'SOUTHWEST FOR 1.3 MILES TO AN OLD ROAD LEFT AT TOP OF RIDGE.  TURN
 HY2303'LEFT ONTO ROAD (ACCESSIBLE BY 4 WHEEL DRIVE VEHICLE ONLY IN WET
 HY2303'WEATHER), AND FOLLOW RIDGE SOUTH-SOUTHWEST FOR 0.55 MILE TO A DIM
 HY2303'CROSS ROAD IN SADDLE.  CONTINUE SOUTH-SOUTHWEST AND UPHILL FOR 0.2
 HY2303'MILE TO STATION ON HIGHEST POINT.
 HY2303'
 HY2303'STATION MARK IS APPROXIMATELY 150 FEET SOUTH OF THE CENTER OF OLD
 HY2303'ROAD, 24 FEET SOUTHWEST OF A 12 INCH PINE TREE, 23 FEET WEST OF A 12
 HY2303'INCH PINE TREE, 20-1/2 FEET EAST OF AN 18 INCH WHITE OAK TREE AND
 HY2303'1.9 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK
 HY2303'PROJECTS 3 INCHES AND THE DISK IS STAMPED I-64 T-106 1969.
 HY2303'
 HY2303'REFERENCE MARK NO.1 IS SOUTH OF STATION, 58-1/2 FEET WEST OF AN 18
 HY2303'INCH WHITE OAK TREE, 31 FEET SOUTHWEST OF A 12-INCH PINE TREE.  THE
 HY2303'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED I-64 T-106 NO.1 1969.
 HY2303'
 HY2303'REFERENCE MARK NO.2 IS WEST OF STATION, 8-1/2 FEET NORTHEAST OF 15
 HY2303'INCH WHITE OAK TREE, AND 8.3 FEET SOUTHWEST OF AN 18 INCH WHITE OAK
 HY2303'TREE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED I-64 T-106
 HY2303'NO.2 1969.
 HY2303'
 HY2303'NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK.
 HY2303'
 HY2303'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 HY2303'HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HY2303'
 HY2303'HEIGHT OF LIGHT ABOVE STATION MARK 15.6 METERS.
 HY2303
 HY2303                          STATION RECOVERY (1996)
 HY2303
 HY2303'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996
 HY2303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2305 ***********************************************************************
 HY2305  DESIGNATION -  I64 T 107 2
 HY2305  PID         -  HY2305
 HY2305  STATE/COUNTY-  KY/BOYD
 HY2305  USGS QUAD   -  RUSH (1979)
 HY2305
 HY2305                         *CURRENT SURVEY CONTROL
 HY2305  ___________________________________________________________________
 HY2305* NAD 83(1993)-  38 22 02.26178(N)    082 45 09.35275(W)     ADJUSTED  
 HY2305* NAVD 88     -       246.0    (meters)     807.     (feet)  VERTCON   
 HY2305  ___________________________________________________________________
 HY2305  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 HY2305  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY2305
 HY2305  HORZ ORDER  -  THIRD
 HY2305
 HY2305.The horizontal coordinates were established by classical geodetic methods
 HY2305.and adjusted by the National Geodetic Survey in December 1995..
 HY2305.No horizontal observational check was made to the station.
 HY2305
 HY2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2305
 HY2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2305
 HY2305.The geoid height was determined by GEOID03.
 HY2305
 HY2305;                    North         East     Units Scale Factor Converg.
 HY2305;SPC KY1Z     - 1,229,943.620 1,761,890.363   MT  0.99994157   +1 50 25.0
 HY2305;SPC KY1Z     - 4,035,240.03  5,780,468.63   sFT  0.99994157   +1 50 25.0
 HY2305;SPC KY N     -    97,330.683   630,851.301   MT  0.99996359   +0 55 53.3
 HY2305;SPC KY N     -   319,325.75  2,069,717.98   sFT  0.99996359   +0 55 53.3
 HY2305;UTM  17      - 4,248,022.173   346,891.664   MT  0.99988870   -1 05 17.0
 HY2305
 HY2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2305!SPC KY1Z     -   0.99996654  x   0.99994157  =   0.99990811
 HY2305!SPC KY N     -   0.99996654  x   0.99996359  =   0.99993013
 HY2305!UTM  17      -   0.99996654  x   0.99988870  =   0.99985524
 HY2305
 HY2305|---------------------------------------------------------------------|
 HY2305| PID    Reference Object                     Distance      Geod. Az  |
 HY2305|                                                           dddmmss.s |
 HY2305| HY1019 I64 T 107                           103.434 METERS 10325     |
 HY2305| HY1020 I64 T 107 AZ MK                     APPROX. 1.5 KM 1134820.4 |
 HY2305| DC2260 I64 T 107 2 RM 3                      4.078 METERS 15157     |
 HY2305| DC2261 I64 T 107 2 RM 4                      9.364 METERS 28300     |
 HY2305|---------------------------------------------------------------------|
 HY2305
 HY2305                          SUPERSEDED SURVEY CONTROL
 HY2305
 HY2305  NAD 83(1986)-  38 22 02.26843(N)    082 45 09.35427(W) AD(       ) 3
 HY2305  NAD 27      -  38 22 01.96449(N)    082 45 09.76614(W) AD(       ) 3
 HY2305  NGVD 29 (07/19/86)  246.2    (m)          808.     (f) VERT ANG       
 HY2305
 HY2305.Superseded values are not recommended for survey control.
 HY2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2305.See file dsdata.txt to determine how the superseded data were derived.
 HY2305
 HY2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC4689248022(NAD 83)
 HY2305_MARKER: DS = TRIANGULATION STATION DISK
 HY2305_SETTING: 66 = SET IN ROCK OUTCROP
 HY2305
 HY2305  HISTORY     - Date     Condition        Report By
 HY2305  HISTORY     - 1977     MONUMENTED       KYHD
 HY2305
 HY2305                          STATION DESCRIPTION
 HY2305
 HY2305'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1977 (CLN)
 HY2305'THE STATION IS LOCATED ON THE TOP OF A HIGH CUT ON THE NORTH SIDE
 HY2305'OF INTERSTATE HIGHWAY 64, A STANDARD DISK STAMPED I-64 T-107 2 KHD
 HY2305'1977, SET IN A DRILL HOLE IN OUT-CROPPING BEDROCK, 11 FEET NORTH
 HY2305'OF A 6 INCH PINE TREE, 14 FEET NORTH OF THE NORTH EDGE OF A CUT
 HY2305'BANK AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 HY2305'
 HY2305'TO REACH THE STATION FROM THE CARTER COUNTY COURTHOUSE AT GRAYSON, GO
 HY2305'EAST ON U.S. HIGHWAY 60 FOR 11.4 MILES TO THE INTERSTATE HIGHWAY
 HY2305'64 INTERCHANGE.  GO EASTERLY ON I 24 FOR 1.1 MILES TO THE STATION
 HY2305'ON THE LEFT.  CONTINUE EASTERLY ON THE INTERSTATE HIGHWAY 64 FOR
 HY2305'0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HY2305'
 HY2305'REFERENCE MARK 3 IS A STANDARD DISK STAMPED I-64 T-107 2 KHD NO
 HY2305'3 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 4
 HY2305'INCHES, 10 FEET EAST OF THE PINE TREE, 3 FEET NORTH OF THE NORTH
 HY2305'EDGE OF THE CUTBANK AND 13 FEET SOUTHEAST OF THE METAL WITNESS
 HY2305'POST.
 HY2305'
 HY2305'REFERENCE MARK 4 IS A STANDARD DISK STAMPED I-64 T-107 2 KHD NO 4
 HY2305'1977, SET IN A DRILL HOLE IN OUT-CROPPING BEDROCK, 30 FEET NORTHWEST
 HY2305'OF THE PINE TREE.
 HY2305'
 HY2305'THE AZIMUTH MARK IS A STANDARD KHD DISK SET IN A DRILL HOLE IN
 HY2305'OUTCROPPING BEDROCK, STAMPED I-64 T-107 1969, ABOUT 100 FEET SOUTH
 HY2305'OF THE EAST BOUND LANE, 20 FEET NORTHWEST OF A POWER POLE AT ANGLE,
 HY2305'3 FEET NORTH OF A FENCE AND FENCE BRACE POST AND 2 FEET
 HY2305'NORTHEAST OF A METAL WITNESS POST.
 HY2305'
 HY2305'NEAREST TOWN--CANNONSBURG.
 HY2305'
 HY2305'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1020 ***********************************************************************
 HY1020  DESIGNATION -  I64 T 107 AZ MK
 HY1020  PID         -  HY1020
 HY1020  STATE/COUNTY-  KY/BOYD
 HY1020  USGS QUAD   -  BOLTSFORK (1978)
 HY1020
 HY1020                         *CURRENT SURVEY CONTROL
 HY1020  ___________________________________________________________________
 HY1020* NAD 83(1993)-  38 21 43.00075(N)    082 44 13.91308(W)     ADJUSTED  
 HY1020* NAVD 88     -       217.376  (meters)     713.17   (feet)  ADJUSTED  
 HY1020  ___________________________________________________________________
 HY1020  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 HY1020  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HY1020  DYNAMIC HT  -         217.230 (meters)     712.70  (feet)  COMP
 HY1020  MODELED GRAV-     979,954.5   (mgal)                       NAVD 88
 HY1020
 HY1020  HORZ ORDER  -  SECOND
 HY1020  VERT ORDER  -  SECOND    CLASS 0
 HY1020
 HY1020.The horizontal coordinates were established by classical geodetic methods
 HY1020.and adjusted by the National Geodetic Survey in December 1995..
 HY1020
 HY1020.The orthometric height was determined by differential leveling
 HY1020.and adjusted by the National Geodetic Survey in June 1991..
 HY1020
 HY1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1020
 HY1020.The geoid height was determined by GEOID03.
 HY1020
 HY1020.The dynamic height is computed by dividing the NAVD 88
 HY1020.geopotential number by the normal gravity value computed on the
 HY1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1020.degrees latitude (g = 980.6199 gals.).
 HY1020
 HY1020.The modeled gravity was interpolated from observed gravity values.
 HY1020
 HY1020;                    North         East     Units Scale Factor Converg.
 HY1020;SPC KY1Z     - 1,229,393.392 1,763,254.594   MT  0.99994077   +1 50 59.1
 HY1020;SPC KY1Z     - 4,033,434.82  5,784,944.45   sFT  0.99994077   +1 50 59.1
 HY1020;SPC KY N     -    96,758.876   632,206.664   MT  0.99996376   +0 56 27.8
 HY1020;SPC KY N     -   317,449.75  2,074,164.70   sFT  0.99996376   +0 56 27.8
 HY1020;UTM  17      - 4,247,403.007   348,225.931   MT  0.99988369   -1 04 42.1
 HY1020
 HY1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1020!SPC KY1Z     -   0.99997103  x   0.99994077  =   0.99991181
 HY1020!SPC KY N     -   0.99997103  x   0.99996376  =   0.99993479
 HY1020!UTM  17      -   0.99997103  x   0.99988369  =   0.99985473
 HY1020
 HY1020:                Primary Azimuth Mark                     Grid Az
 HY1020:SPC KY1Z     -  I64 T 107 2                              291 57 55.7
 HY1020:SPC KY N     -  I64 T 107 2                              292 52 27.0
 HY1020:UTM  17      -  I64 T 107 2                              294 53 36.9
 HY1020
 HY1020|---------------------------------------------------------------------|
 HY1020| PID    Reference Object                     Distance      Geod. Az  |
 HY1020|                                                           dddmmss.s |
 HY1020| HY2305 I64 T 107 2                         APPROX. 1.5 KM 2934854.8 |
 HY1020| HY1019 I64 T 107                           APPROX. 1.4 KM 2943543.7 |
 HY1020|---------------------------------------------------------------------|
 HY1020
 HY1020                          SUPERSEDED SURVEY CONTROL
 HY1020
 HY1020  NAD 83(1986)-  38 21 43.00737(N)    082 44 13.91473(W) AD(       ) 2
 HY1020  NAD 27      -  38 21 42.70075(N)    082 44 14.32372(W) AD(       ) 2
 HY1020  NGVD 29 (??/??/92)  217.557  (m)          713.77   (f) ADJ UNCH    2 0
 HY1020
 HY1020.Superseded values are not recommended for survey control.
 HY1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1020.See file dsdata.txt to determine how the superseded data were derived.
 HY1020
 HY1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC4822647403(NAD 83)
 HY1020_MARKER: DZ = AZIMUTH MARK DISK
 HY1020_SETTING: 66 = SET IN ROCK OUTCROP
 HY1020_SP_SET: ROCK OUTCROP
 HY1020_STAMPING: I-64 T-107 1969
 HY1020_MARK LOGO: KYHD  
 HY1020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1020+STABILITY: POSITION/ELEVATION WELL
 HY1020
 HY1020  HISTORY     - Date     Condition        Report By
 HY1020  HISTORY     - 1969     MONUMENTED       KYHD
 HY1020  HISTORY     - 1969     GOOD             PAS
 HY1020
 HY1020                          STATION DESCRIPTION
 HY1020
 HY1020'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1969 (LW)
 HY1020'STATION IS LOCATED ABOUT 11-1/2 MILES NORTHEAST OF GRAYSON, ABOUT 10
 HY1020'MILES SOUTHWEST OF ASHLAND AND ABOUT 2-3/4 MILES SOUTHWEST OF
 HY1020'CANNONSBURG.  IT IS ON A HIGH BANK NEAR THE SOUTH R/W FENCE OF
 HY1020'INTERSTATE ROUTE 64.  ABOUT 0.35 MILE EAST OF MILE POST 184, ABOUT
 HY1020'0.3 MILE EAST OF AN EMERGENCY CROSS OVER.  IT IS APPROXIMATELY 100
 HY1020'FEET SOUTH OF THE CENTER OF EAST BOUND LANE, 20 FEET NORTHWEST OF
 HY1020'POWER LINE ANGLE POLE 163 130, 3.3 FEET NORTH OF BRACE POST IN R/W
 HY1020'FENCE AND 1.6 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.  A
 HY1020'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN DRILL HOLE IN A
 HY1020'3 FT X 4 FT SANDSTONE OUTCROP AND STAMPED I-64 T-107 1969.
 HY1020'
 HY1020'TO REACH THE STATION FROM THE CARTER COUNTY COURTHOUSE IN GRAYSON, GO
 HY1020'EAST ON U.S. HIGHWAY 60 FOR 11.4 MILES TO THE INTERSTATE ROUTE 64
 HY1020'INTERCHANGE NEAR COALTON.  PROCEED EAST ON INTERSTATE 64 FOR 1.95
 HY1020'MILES TO STATION ON RIGHT AS DESCRIBED.
 HY1020'
 HY1020'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HY1020
 HY1020                          STATION RECOVERY (1969)
 HY1020
 HY1020'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1020'2.8 MI SW FROM CANNONSBURG.
 HY1020'ABOUT 2.25 MILES WEST ALONG INTERSTATE ROUTE 64 FROM THE
 HY1020'INTERSTATE 64 AND STATE HIGHWAY 180 INTERCHANGE, WHICH IS ABOUT
 HY1020'1 1/4 MILES SOUTH OF CANNONSBURG.  ABOUT 0.35 MILE EAST OF MILE
 HY1020'POST 184, ABOUT 0.3 MILE EAST OF AN EMERGENCY CROSS-OVER,
 HY1020'APPROXIMATELY 100 FEET SOUTH OF THE CENTER OF EAST BOUND LANE,
 HY1020'20 FEET NORTHWEST OF POWER LINE ANGEL POLE 163-130, 3.3 FEET
 HY1020'NORTH OF BRACE POST IN R/W FENCE AND 1.6 FEET NORTHEAST OF
 HY1020'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1020'SURVEY TABLET SET IN DRILL HOLE IN A 3 FT X 4 FT SANDSTONE
 HY1020'OUTCROP AND STAMPED I-64 T-107 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1017 ***********************************************************************
 HY1017  DESIGNATION -  I64 T 107 RM 1
 HY1017  PID         -  HY1017
 HY1017  STATE/COUNTY-  KY/BOYD
 HY1017  USGS QUAD   -  RUSH (1979)
 HY1017
 HY1017                         *CURRENT SURVEY CONTROL
 HY1017  ___________________________________________________________________
 HY1017* NAD 83(1986)-  38 22 01.     (N)    082 45 06.     (W)     SCALED    
 HY1017* NAVD 88     -       246.498  (meters)     808.72   (feet)  ADJUSTED  
 HY1017  ___________________________________________________________________
 HY1017  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY1017  DYNAMIC HT  -         246.334 (meters)     808.18  (feet)  COMP
 HY1017  MODELED GRAV-     979,956.8   (mgal)                       NAVD 88
 HY1017
 HY1017  VERT ORDER  -  SECOND    CLASS 0
 HY1017
 HY1017.The horizontal coordinates were scaled from a topographic map and have
 HY1017.an estimated accuracy of +/- 6 seconds.
 HY1017
 HY1017.The orthometric height was determined by differential leveling
 HY1017.and adjusted by the National Geodetic Survey in June 1991..
 HY1017
 HY1017.The geoid height was determined by GEOID03.
 HY1017
 HY1017.The dynamic height is computed by dividing the NAVD 88
 HY1017.geopotential number by the normal gravity value computed on the
 HY1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1017.degrees latitude (g = 980.6199 gals.).
 HY1017
 HY1017.The modeled gravity was interpolated from observed gravity values.
 HY1017
 HY1017;                    North         East    Units  Estimated Accuracy
 HY1017;SPC KY1Z     - 1,229,910.    1,761,970.      MT  (+/- 180 meters Scaled)
 HY1017
 HY1017                          SUPERSEDED SURVEY CONTROL
 HY1017
 HY1017  NGVD 29 (??/??/92)  246.680  (m)          809.32   (f) ADJ UNCH    2 0
 HY1017
 HY1017.Superseded values are not recommended for survey control.
 HY1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1017.See file dsdata.txt to determine how the superseded data were derived.
 HY1017
 HY1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC469479(NAD 83)
 HY1017_MARKER: DD = SURVEY DISK
 HY1017_SETTING: 66 = SET IN ROCK OUTCROP
 HY1017_SP_SET: ROCK OUTCROP
 HY1017_STAMPING: I-64 T-107 NO 1 1969
 HY1017_MARK LOGO: KYHD  
 HY1017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1017+STABILITY: POSITION/ELEVATION WELL
 HY1017
 HY1017  HISTORY     - Date     Condition        Report By
 HY1017  HISTORY     - 1969     MONUMENTED       PAS
 HY1017
 HY1017                          STATION DESCRIPTION
 HY1017
 HY1017'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1017'3 MI SW FROM CANNONSBURG.
 HY1017'ABOUT 3.1 MILES WEST ALONG INTERSTATE ROUTE 64 FROM THE
 HY1017'INTERSTATE 64 AND STATE HIGHWAY 180 INTERCHANGE, WHICH IS ABOUT
 HY1017'1 1/4 MILES SOUTH OF CANNONSBURG.  ABOUT 0.6 MILE EAST OF MILE
 HY1017'POST 183, ON TOP OF A HIGH CUT, APPROXIMATELY 85 FEET NORTH OF
 HY1017'THE CENTER OF WEST BOUND LANE AND 31 FEET SOUTHWEST OF A 24-INCH
 HY1017'OAK TREE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET
 HY1017'IN DRILL HOLE IN A 3 FT X 5 FT SANDSTONE OUTCROP AND STAMPED
 HY1017'I-64 T-107 NO. 1 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1018 ***********************************************************************
 HY1018  DESIGNATION -  I64 T 107 RM 2
 HY1018  PID         -  HY1018
 HY1018  STATE/COUNTY-  KY/BOYD
 HY1018  USGS QUAD   -  RUSH (1979)
 HY1018
 HY1018                         *CURRENT SURVEY CONTROL
 HY1018  ___________________________________________________________________
 HY1018* NAD 83(1986)-  38 22 01.     (N)    082 45 06.     (W)     SCALED    
 HY1018* NAVD 88     -       247.120  (meters)     810.76   (feet)  ADJUSTED  
 HY1018  ___________________________________________________________________
 HY1018  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY1018  DYNAMIC HT  -         246.956 (meters)     810.22  (feet)  COMP
 HY1018  MODELED GRAV-     979,956.8   (mgal)                       NAVD 88
 HY1018
 HY1018  VERT ORDER  -  SECOND    CLASS 0
 HY1018
 HY1018.The horizontal coordinates were scaled from a topographic map and have
 HY1018.an estimated accuracy of +/- 6 seconds.
 HY1018
 HY1018.The orthometric height was determined by differential leveling
 HY1018.and adjusted by the National Geodetic Survey in June 1991..
 HY1018
 HY1018.The geoid height was determined by GEOID03.
 HY1018
 HY1018.The dynamic height is computed by dividing the NAVD 88
 HY1018.geopotential number by the normal gravity value computed on the
 HY1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1018.degrees latitude (g = 980.6199 gals.).
 HY1018
 HY1018.The modeled gravity was interpolated from observed gravity values.
 HY1018
 HY1018;                    North         East    Units  Estimated Accuracy
 HY1018;SPC KY1Z     - 1,229,910.    1,761,970.      MT  (+/- 180 meters Scaled)
 HY1018
 HY1018                          SUPERSEDED SURVEY CONTROL
 HY1018
 HY1018  NGVD 29 (??/??/92)  247.303  (m)          811.36   (f) ADJ UNCH    2 0
 HY1018
 HY1018.Superseded values are not recommended for survey control.
 HY1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1018.See file dsdata.txt to determine how the superseded data were derived.
 HY1018
 HY1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC469479(NAD 83)
 HY1018_MARKER: DD = SURVEY DISK
 HY1018_SETTING: 66 = SET IN ROCK OUTCROP
 HY1018_SP_SET: ROCK OUTCROP
 HY1018_STAMPING: I 64 T 107 NO 2 1969
 HY1018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1018+STABILITY: POSITION/ELEVATION WELL
 HY1018
 HY1018  HISTORY     - Date     Condition        Report By
 HY1018  HISTORY     - 1969     MONUMENTED       PAS
 HY1018
 HY1018                          STATION DESCRIPTION
 HY1018
 HY1018'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1018'3 MI SW FROM CANNONSBURG.
 HY1018'ABOUT 3.1 MILES WEST ALONG INTERSTATE ROUTE 64 FROM THE
 HY1018'INTERSTATE 64 AND STATE HIGHWAY 180 INTERCHANGE, WHICH IS ABOUT
 HY1018'1 1/4 MILES SOUTH OF CANNONSBURG.  ABOUT 0.6 MILE EAST OF MILE
 HY1018'POST 183, ON TOP OF A HIGH CUT, APPROXIMATELY 85 FEET NORTH OF
 HY1018'THE CENTER OF WEST BOUND LANE AND 30 FEET SOUTH OF A 10-INCH
 HY1018'ASH TREE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET
 HY1018'IN DRILL HOLE IN A 2 FT X 2 FT SANDSTONE OUTCROP AND STAMPED I-64
 HY1018'T-107 NO. 2 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1023 ***********************************************************************
 HY1023  DESIGNATION -  I64 T 108
 HY1023  PID         -  HY1023
 HY1023  STATE/COUNTY-  KY/BOYD
 HY1023  USGS QUAD   -  BOLTSFORK (1978)
 HY1023
 HY1023                         *CURRENT SURVEY CONTROL
 HY1023  ___________________________________________________________________
 HY1023* NAD 83(1993)-  38 21 49.04240(N)    082 43 07.52028(W)     ADJUSTED  
 HY1023* NAVD 88     -       208.074  (meters)     682.66   (feet)  ADJUSTED  
 HY1023  ___________________________________________________________________
 HY1023  X           -     634,664.872 (meters)                     COMP
 HY1023  Y           -  -4,967,235.152 (meters)                     COMP
 HY1023  Z           -   3,937,279.511 (meters)                     COMP
 HY1023  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 HY1023  ELLIP HEIGHT-         175.35  (meters)          (04/01/98) GPS OBS
 HY1023  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY1023  DYNAMIC HT  -         207.934 (meters)     682.20  (feet)  COMP
 HY1023  MODELED GRAV-     979,952.5   (mgal)                       NAVD 88
 HY1023
 HY1023  HORZ ORDER  -  SECOND
 HY1023  VERT ORDER  -  SECOND    CLASS 0
 HY1023  ELLP ORDER  -  FOURTH    CLASS I
 HY1023
 HY1023.The horizontal coordinates were established by classical geodetic methods
 HY1023.and adjusted by the National Geodetic Survey in December 1995..
 HY1023
 HY1023.The orthometric height was determined by differential leveling
 HY1023.and adjusted by the National Geodetic Survey in June 1991..
 HY1023
 HY1023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY1023
 HY1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1023
 HY1023.The ellipsoidal height was determined by GPS observations
 HY1023.and is referenced to NAD 83.
 HY1023
 HY1023.The geoid height was determined by GEOID03.
 HY1023
 HY1023.The dynamic height is computed by dividing the NAVD 88
 HY1023.geopotential number by the normal gravity value computed on the
 HY1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1023.degrees latitude (g = 980.6199 gals.).
 HY1023
 HY1023.The modeled gravity was interpolated from observed gravity values.
 HY1023
 HY1023;                    North         East     Units Scale Factor Converg.
 HY1023;SPC KY1Z     - 1,229,631.757 1,764,859.455   MT  0.99994102   +1 51 39.8
 HY1023;SPC KY1Z     - 4,034,216.86  5,790,209.73   sFT  0.99994102   +1 51 39.8
 HY1023;SPC KY N     -    96,971.766   633,815.141   MT  0.99996371   +0 57 09.1
 HY1023;SPC KY N     -   318,148.20  2,079,441.84   sFT  0.99996371   +0 57 09.1
 HY1023;UTM  17      - 4,247,559.072   349,840.777   MT  0.99987769   -1 04 01.0
 HY1023
 HY1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1023!SPC KY1Z     -   0.99997249  x   0.99994102  =   0.99991351
 HY1023!SPC KY N     -   0.99997249  x   0.99996371  =   0.99993620
 HY1023!UTM  17      -   0.99997249  x   0.99987769  =   0.99985018
 HY1023
 HY1023:                Primary Azimuth Mark                     Grid Az
 HY1023:SPC KY1Z     -  I64 T 108 AZ MK                          073 18 11.6
 HY1023:SPC KY N     -  I64 T 108 AZ MK                          074 12 42.3
 HY1023:UTM  17      -  I64 T 108 AZ MK                          076 13 52.4
 HY1023
 HY1023|---------------------------------------------------------------------|
 HY1023| PID    Reference Object                     Distance      Geod. Az  |
 HY1023|                                                           dddmmss.s |
 HY1023| HY1024 I64 T 108 AZ MK                                    0750951.4 |
 HY1023| HY1021 I64 T 108 RM 1                       10.628 METERS 09455     |
 HY1023| HY1022 I64 T 108 RM 2                        6.581 METERS 21924     |
 HY1023|---------------------------------------------------------------------|
 HY1023
 HY1023                          SUPERSEDED SURVEY CONTROL
 HY1023
 HY1023  ELLIP H (12/20/95)  175.40   (m)                       GP(       ) 4 1
 HY1023  NAD 83(1986)-  38 21 49.04898(N)    082 43 07.52179(W) AD(       ) 2
 HY1023  NAD 27      -  38 21 48.74215(N)    082 43 07.93225(W) AD(       ) 2
 HY1023  NGVD 29 (??/??/92)  208.255  (m)          683.25   (f) ADJ UNCH    2 0
 HY1023
 HY1023.Superseded values are not recommended for survey control.
 HY1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1023.See file dsdata.txt to determine how the superseded data were derived.
 HY1023
 HY1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC4984147559(NAD 83)
 HY1023_MARKER: DD = SURVEY DISK
 HY1023_SETTING: 66 = SET IN ROCK OUTCROP
 HY1023_SP_SET: ROCK OUTCROP
 HY1023_STAMPING: I 64 T 108 1969
 HY1023_MARK LOGO: KYHD  
 HY1023_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY1023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1023+STABILITY: POSITION/ELEVATION WELL
 HY1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY1023+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1989
 HY1023
 HY1023  HISTORY     - Date     Condition        Report By
 HY1023  HISTORY     - 1969     MONUMENTED       KYHD
 HY1023  HISTORY     - 1969     GOOD             PAS
 HY1023  HISTORY     - 19881214 GOOD             NGS
 HY1023  HISTORY     - 19890329 GOOD
 HY1023  HISTORY     - 20000121 GOOD             WOOLPT
 HY1023
 HY1023                          STATION DESCRIPTION
 HY1023
 HY1023'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1969 (LW)
 HY1023'STATION IS LOCATED 12-1/2 MILES NORTHEAST OF GRAYSON, ABOUT 9 MILES
 HY1023'SOUTHWEST OF ASHLAND AND ABOUT 2 MILES SOUTH SOUTHWEST OF
 HY1023'CANNONSBURG. IT IS ON A SMALL EMBANKMENT NEAR THE SOUTH R/W FENCE OF
 HY1023'INTERSTATE ROUTE 64 AND ABOUT 0.35 MILE EAST OF MILE POST 185.
 HY1023'
 HY1023'TO REACH THE STATION FROM THE CARTER COUNTY COURTHOUSE IN GRAYSON, GO
 HY1023'EAST ON U.S. HIGHWAY 60 FOR 11.4 MILES TO THE INTERSTATE ROUTE 64
 HY1023'INTERCHANGE NEAR COALTON.  PROCEED EAST ON INTERSTATE ROUTE 64 FOR
 HY1023'2.95 MILES TO STATION ON RIGHT.
 HY1023'
 HY1023'STATION MAY ALSO BE REACHED FROM THE CANNONSBURG INTERCHANGE (STATE
 HY1023'HIGHWAY NO.180), BY GOING WEST ON INTERSTATE ROUTE 64 FOR 1.25 MILES
 HY1023'TO STATION ON LEFT.
 HY1023'
 HY1023'STATION MARK IS APPROXIMATELY 150 FEET SOUTH OF THE CENTER OF EAST
 HY1023'BOUND LANE, 50 FEET NORTH OF THE CENTER OF ACCESS ROAD, 11.4 FEET
 HY1023'SOUTH OF R/W FENCE AND 5.3 FEET EAST OF METAL WITNESS POST AND SIGN.
 HY1023'THE MARK IS SET IN DRILL HOLE IN THE TOP OF A 2 FT X 2 FT SANDSTONE
 HY1023'OUTCROP AND THE DISK IS STAMPED I-64 T-108 1969.
 HY1023'
 HY1023'REFERENCE MARK NO.1 IS EAST OF STATION, 35 FEET NORTH OF THE CENTER
 HY1023'OF ACCESS ROAD AND 21.7 FEET SOUTH OF R/W FENCE.  THE MARK IS SET IN
 HY1023'DRILL HOLE IN THE TOP OF A 2 FT X 2 FT SANDSTONE OUTCROP AND THE DISK
 HY1023'IS STAMPED I-64 T-108 NO.1 1969.
 HY1023'
 HY1023'REFERENCE MARK NO.2 IS SOUTHWEST OF STATION, 30 FEET NORTH OF THE
 HY1023'CENTER OF ACCESS ROAD AND 24.8 FEET SOUTH OF R/W FENCE.  THE MARK IS
 HY1023'SET IN DRILL HOLE IN THE TOP OF A 2 FT X 4 FT SANDSTONE OUTCROP AND
 HY1023'THE DISK IS STAMPED I-64 T-108 NO.2 1969.
 HY1023'
 HY1023'TO REACH THE AZIMUTH MARK FROM STATION, GO EAST ON INTERSTATE 64 FOR
 HY1023'0.75 MILE TO MARK ON LEFT ON BANK BETWEEN THE EAST AND WEST BOUND
 HY1023'LANES.  IT IS APPROXIMATELY 0.1 MILE EAST OF MILE POST 186, 43 FEET
 HY1023'NORTH OF THE CENTER OF EAST BOUND LANE AND 9.8 FEET SOUTHWEST OF
 HY1023'METAL WITNESS POST AND SIGN.  THE MARK IS SET IN DRILL HOLE IN THE
 HY1023'TOP OF A 6 FT X 8 FT SANDSTONE OUTCROP AND THE DISK IS STAMPED I-64
 HY1023'T-108 1969.
 HY1023'
 HY1023'STATION, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY DEPARTMENT OF
 HY1023'HIGHWAY SURVEY TABLETS SET AS DESCRIBED.
 HY1023'
 HY1023'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HY1023
 HY1023                          STATION RECOVERY (1969)
 HY1023
 HY1023'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1023'2 MI SSW FROM CANNONSBURG.
 HY1023'ABOUT 1.25 MILES WEST ALONG INTERSTATE ROUTE 64 FROM THE
 HY1023'INTERSTATE 64 AND STATE HIGHWAY 180 INTERCHANGE, WHICH IS ABOUT
 HY1023'1 1/4 MILES SOUTH OF CANNONSBURG.  ABOUT 0.35 MILE EAST OF MILE
 HY1023'POST 185, APPROXIMATELY 150 FEET SOUTH OF THE CENTER OF EAST
 HY1023'BOUND LANE, 50 FEET NORTH OF THE CENTER OF ACCESS ROAD, 11.4
 HY1023'FEET SOUTH OF R/W FENCE AND 5.3 FEET EAST OF METAL WITNESS POST
 HY1023'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET
 HY1023'IN DRILL HOLE IN A 2 FT X 2 FT SANDSTONE OUTCROP AND STAMPED
 HY1023'I-64 T-108 1969.
 HY1023
 HY1023                          STATION RECOVERY (1988)
 HY1023
 HY1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HY1023'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHEAST OF GRAYSON,
 HY1023'14.5 KM (9.00 MI) SOUTHWEST OF ASHLAND, 3.2 KM (2.00 MI)
 HY1023'SOUTH-SOUTHWEST OF CANNONSBURG ON TOP OF AN EMBANKMENT AND ALONG
 HY1023'HIGHWAY RIGHT-OF-WAY FOR INTERSTATE HIGHWAY 64.  OWNERSHIP--KENTUCKY
 HY1023'DEPARTMENT OF TRANSPORTATION, STATE OFFICE BUILDING, FRANKFORT, KY
 HY1023'40601, PHONE 502-564-4890.
 HY1023'TO REACH THE STATION FROM EXIT 185 ON EASTBOUND INTERSTATE HIGHWAY 64,
 HY1023'WHICH IS ABOUT 9.7 KM (6.05 MI) SOUTHWEST OF CATLETTSBURG, DRIVE SOUTH
 HY1023'ON US HIGHWAY 60 FOR 0.16 KM (0.10 MI) TO A PAVED ROAD.  TURN RIGHT
 HY1023'AND GO WEST FOR 1.84 KM (1.15 MI) ON SOUTH BIG RUN ROAD TO A MOBILE
 HY1023'HOME ON THE LEFT AND A SMALL GRAVEL DRIVE RIGHT.  TURN RIGHT ON GRAVEL
 HY1023'ROAD TO TOP OF RISE AND STATION ON THE LEFT.  IT MAY REQUIRE A 4-WHEEL
 HY1023'DRIVE TO GET TO TOP OF RISE.
 HY1023'THE STATION IS A KENTUCKY DEPARTMENT OF HIGHWAYS AND CGS SURVEY DISK
 HY1023'STAMPED---I-64 T-108 1969---, SET INTO A DRILL HOLE IN TOP OF A
 HY1023'SANDSTONE OUTCROP.  THE STATION IS ON TOP OF A CUT AND IS ABOUT 20 M
 HY1023'(65.6 FT) ABOVE THE HIGHWAY.  LOCATED 45.7 M (149.9 FT) SOUTH OF
 HY1023'CENTERLINE OF INTERSTATE 64, 15.2 M (49.9 FT) NORTH OF THE CENTER OF
 HY1023'SOUTH BIG RUN ROAD, 3.5 M (11.5 FT) SOUTH OF THE RIGHT-OF-WAY FENCE
 HY1023'AND 1.6 M (5.2 FT) EAST FROM A METAL WITNESS POST.
 HY1023'DESCRIBED BY M.J. WELLSLAGER.
 HY1023
 HY1023                          STATION RECOVERY (1989)
 HY1023
 HY1023'RECOVERED 1989
 HY1023'RECOVERED IN GOOD CONDITION.
 HY1023
 HY1023                          STATION RECOVERY (2000)
 HY1023
 HY1023'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 HY1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1024 ***********************************************************************
 HY1024  DESIGNATION -  I64 T 108 AZ MK
 HY1024  PID         -  HY1024
 HY1024  STATE/COUNTY-  KY/BOYD
 HY1024  USGS QUAD   -  BOLTSFORK (1978)
 HY1024
 HY1024                         *CURRENT SURVEY CONTROL
 HY1024  ___________________________________________________________________
 HY1024* NAD 83(1986)-  38 21 51.     (N)    082 42 52.     (W)     SCALED    
 HY1024* NAVD 88     -       199.420  (meters)     654.26   (feet)  ADJUSTED  
 HY1024  ___________________________________________________________________
 HY1024  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HY1024  DYNAMIC HT  -         199.286 (meters)     653.82  (feet)  COMP
 HY1024  MODELED GRAV-     979,950.8   (mgal)                       NAVD 88
 HY1024
 HY1024  VERT ORDER  -  SECOND    CLASS 0
 HY1024
 HY1024.The horizontal coordinates were scaled from a topographic map and have
 HY1024.an estimated accuracy of +/- 6 seconds.
 HY1024
 HY1024.The orthometric height was determined by differential leveling
 HY1024.and adjusted by the National Geodetic Survey in June 1991..
 HY1024
 HY1024.The geoid height was determined by GEOID03.
 HY1024
 HY1024.The dynamic height is computed by dividing the NAVD 88
 HY1024.geopotential number by the normal gravity value computed on the
 HY1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1024.degrees latitude (g = 980.6199 gals.).
 HY1024
 HY1024.The modeled gravity was interpolated from observed gravity values.
 HY1024
 HY1024;                    North         East    Units  Estimated Accuracy
 HY1024;SPC KY1Z     - 1,229,700.    1,765,230.      MT  (+/- 180 meters Scaled)
 HY1024
 HY1024                          SUPERSEDED SURVEY CONTROL
 HY1024
 HY1024  NGVD 29 (??/??/92)  199.601  (m)          654.86   (f) ADJ UNCH    2 0
 HY1024
 HY1024.Superseded values are not recommended for survey control.
 HY1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1024.See file dsdata.txt to determine how the superseded data were derived.
 HY1024
 HY1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC502476(NAD 83)
 HY1024_MARKER: DZ = AZIMUTH MARK DISK
 HY1024_SETTING: 66 = SET IN ROCK OUTCROP
 HY1024_SP_SET: ROCK OUTCROP
 HY1024_STAMPING: I 64 T 108 1969
 HY1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1024+STABILITY: POSITION/ELEVATION WELL
 HY1024
 HY1024  HISTORY     - Date     Condition        Report By
 HY1024  HISTORY     - 1969     MONUMENTED       KYHD
 HY1024
 HY1024                          STATION DESCRIPTION
 HY1024
 HY1024'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1969
 HY1024'1.2 MI S FROM CANNONSBURG.
 HY1024'ABOUT 0.5 MILE WEST OF THE INTERSTATE ROUTE 64 AND STATE HIGHWAY
 HY1024'180 INTERCHANGE, WHICH IS ABOUT 1 1/4 MILES SOUTH OF CANNONSBURG.
 HY1024'ABOUT 0.1 MILE EAST OF MILE POST 186, ON A BANK BETWEEN THE
 HY1024'EAST AND WEST BOUND LANES, 43 FEET NORTH OF THE CENTER OF EAST
 HY1024'BOUND LANE AND 9.8 FEET SOUTHWEST OF METAL WITNESS POST AND
 HY1024'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 HY1024'DRILL HOLE IN A 6 FT X 8 FT SANDSTONE AND STAMPED I-64 T-108
 HY1024'1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1021 ***********************************************************************
 HY1021  DESIGNATION -  I64 T 108 RM 1
 HY1021  PID         -  HY1021
 HY1021  STATE/COUNTY-  KY/BOYD
 HY1021  USGS QUAD   -  BOLTSFORK (1978)
 HY1021
 HY1021                         *CURRENT SURVEY CONTROL
 HY1021  ___________________________________________________________________
 HY1021* NAD 83(1986)-  38 21 48.     (N)    082 43 07.     (W)     SCALED    
 HY1021* NAVD 88     -       208.082  (meters)     682.68   (feet)  ADJUSTED  
 HY1021  ___________________________________________________________________
 HY1021  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HY1021  DYNAMIC HT  -         207.942 (meters)     682.22  (feet)  COMP
 HY1021  MODELED GRAV-     979,952.5   (mgal)                       NAVD 88
 HY1021
 HY1021  VERT ORDER  -  SECOND    CLASS 0
 HY1021
 HY1021.The horizontal coordinates were scaled from a topographic map and have
 HY1021.an estimated accuracy of +/- 6 seconds.
 HY1021
 HY1021.The orthometric height was determined by differential leveling
 HY1021.and adjusted by the National Geodetic Survey in June 1991..
 HY1021
 HY1021.The geoid height was determined by GEOID03.
 HY1021
 HY1021.The dynamic height is computed by dividing the NAVD 88
 HY1021.geopotential number by the normal gravity value computed on the
 HY1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1021.degrees latitude (g = 980.6199 gals.).
 HY1021
 HY1021.The modeled gravity was interpolated from observed gravity values.
 HY1021
 HY1021;                    North         East    Units  Estimated Accuracy
 HY1021;SPC KY1Z     - 1,229,600.    1,764,870.      MT  (+/- 180 meters Scaled)
 HY1021
 HY1021                          SUPERSEDED SURVEY CONTROL
 HY1021
 HY1021  NGVD 29 (??/??/92)  208.263  (m)          683.28   (f) ADJ UNCH    2 0
 HY1021
 HY1021.Superseded values are not recommended for survey control.
 HY1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1021.See file dsdata.txt to determine how the superseded data were derived.
 HY1021
 HY1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC498475(NAD 83)
 HY1021_MARKER: DR = REFERENCE MARK DISK
 HY1021_SETTING: 66 = SET IN ROCK OUTCROP
 HY1021_SP_SET: ROCK OUTCROP
 HY1021_STAMPING: I 64 T 108 NO 1 1969
 HY1021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1021+STABILITY: POSITION/ELEVATION WELL
 HY1021
 HY1021  HISTORY     - Date     Condition        Report By
 HY1021  HISTORY     - 1969     MONUMENTED       PAS
 HY1021
 HY1021                          STATION DESCRIPTION
 HY1021
 HY1021'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1021'2 MI SSW FROM CANNONSBURG.
 HY1021'ABOUT 1.25 MILES WEST ALONG INTERSTATE ROUTE 64 FROM THE
 HY1021'INTERSTATE 64 AND STATE HIGHWAY 180 INTERCHANGE, WHICH IS ABOUT
 HY1021'1 1/4 MILES SOUTH OF CANNONSBURG.  ABOUT 0.35 MILE EAST OF MILE
 HY1021'POST 185, APPROXIMATELY 165 FEET SOUTH OF THE CENTER LINE OF EAST
 HY1021'BOUND LANE, 35 FEET NORTH OF THE CENTER OF ACCESS ROAD AND 21.7
 HY1021'FEET SOUTH OF R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1021'SURVEY TABLET SET IN DRILL HOLE IN A 2 FT X 2 FT SANDSTONE
 HY1021'OUTCROP AND STAMPED I-64 T-108 NO. 1 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1022 ***********************************************************************
 HY1022  DESIGNATION -  I64 T 108 RM 2
 HY1022  PID         -  HY1022
 HY1022  STATE/COUNTY-  KY/BOYD
 HY1022  USGS QUAD   -  BOLTSFORK (1978)
 HY1022
 HY1022                         *CURRENT SURVEY CONTROL
 HY1022  ___________________________________________________________________
 HY1022* NAD 83(1986)-  38 21 48.     (N)    082 43 07.     (W)     SCALED    
 HY1022* NAVD 88     -       207.828  (meters)     681.85   (feet)  ADJUSTED  
 HY1022  ___________________________________________________________________
 HY1022  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HY1022  DYNAMIC HT  -         207.688 (meters)     681.39  (feet)  COMP
 HY1022  MODELED GRAV-     979,952.5   (mgal)                       NAVD 88
 HY1022
 HY1022  VERT ORDER  -  SECOND    CLASS 0
 HY1022
 HY1022.The horizontal coordinates were scaled from a topographic map and have
 HY1022.an estimated accuracy of +/- 6 seconds.
 HY1022
 HY1022.The orthometric height was determined by differential leveling
 HY1022.and adjusted by the National Geodetic Survey in June 1991..
 HY1022
 HY1022.The geoid height was determined by GEOID03.
 HY1022
 HY1022.The dynamic height is computed by dividing the NAVD 88
 HY1022.geopotential number by the normal gravity value computed on the
 HY1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1022.degrees latitude (g = 980.6199 gals.).
 HY1022
 HY1022.The modeled gravity was interpolated from observed gravity values.
 HY1022
 HY1022;                    North         East    Units  Estimated Accuracy
 HY1022;SPC KY1Z     - 1,229,600.    1,764,870.      MT  (+/- 180 meters Scaled)
 HY1022
 HY1022                          SUPERSEDED SURVEY CONTROL
 HY1022
 HY1022  NGVD 29 (??/??/92)  208.009  (m)          682.44   (f) ADJ UNCH    2 0
 HY1022
 HY1022.Superseded values are not recommended for survey control.
 HY1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1022.See file dsdata.txt to determine how the superseded data were derived.
 HY1022
 HY1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC498475(NAD 83)
 HY1022_MARKER: DR = REFERENCE MARK DISK
 HY1022_SETTING: 66 = SET IN ROCK OUTCROP
 HY1022_SP_SET: ROCK OUTCROP
 HY1022_STAMPING: I 64 T 108 NO 2 1969
 HY1022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1022+STABILITY: POSITION/ELEVATION WELL
 HY1022
 HY1022  HISTORY     - Date     Condition        Report By
 HY1022  HISTORY     - 1969     MONUMENTED       PAS
 HY1022
 HY1022                          STATION DESCRIPTION
 HY1022
 HY1022'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1022'2 MI SSW FROM CANNONSBURG.
 HY1022'ABOUT 1.25 MILES WEST ALONG INTERSTATE ROUTE 64 FROM THE
 HY1022'INTERSTATE 64 AND STATE HIGHWAY 180 INTERCHANGE WHICH IS ABOUT
 HY1022'1 1/4 MILES SOUTH OF CANNONSBURG.  ABOUT 0.35 MILE EAST OF MILE
 HY1022'POST 185, APPROXIMATELY 170 FEET SOUTH OF THE CENTER OF EAST
 HY1022'BOUND LANE, 30 FEET NORTH OF THE CENTER OF ACCESS ROAD AND 24.8
 HY1022'FEET SOUTH OF R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1022'SURVEY TABLET SET IN DRILL HOLE IN A 2 FT X 4 FT SANDSTONE
 HY1022'OUTCROP AND STAMPED I-64 T-108 NO. 2 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1028 ***********************************************************************
 HY1028  DESIGNATION -  I64 T 109
 HY1028  PID         -  HY1028
 HY1028  STATE/COUNTY-  KY/BOYD
 HY1028  USGS QUAD   -  BOLTSFORK (1978)
 HY1028
 HY1028                         *CURRENT SURVEY CONTROL
 HY1028  ___________________________________________________________________
 HY1028* NAD 83(1993)-  38 22 24.42098(N)    082 41 09.44262(W)     ADJUSTED  
 HY1028* NAVD 88     -       258.476  (meters)     848.02   (feet)  ADJUSTED  
 HY1028  ___________________________________________________________________
 HY1028  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 HY1028  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 HY1028  DYNAMIC HT  -         258.301 (meters)     847.44  (feet)  COMP
 HY1028  MODELED GRAV-     979,948.1   (mgal)                       NAVD 88
 HY1028
 HY1028  HORZ ORDER  -  SECOND
 HY1028  VERT ORDER  -  SECOND    CLASS 0
 HY1028
 HY1028.The horizontal coordinates were established by classical geodetic methods
 HY1028.and adjusted by the National Geodetic Survey in December 1995..
 HY1028
 HY1028.The orthometric height was determined by differential leveling
 HY1028.and adjusted by the National Geodetic Survey in June 1991..
 HY1028
 HY1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1028
 HY1028.The geoid height was determined by GEOID03.
 HY1028
 HY1028.The dynamic height is computed by dividing the NAVD 88
 HY1028.geopotential number by the normal gravity value computed on the
 HY1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1028.degrees latitude (g = 980.6199 gals.).
 HY1028
 HY1028.The modeled gravity was interpolated from observed gravity values.
 HY1028
 HY1028;                    North         East     Units Scale Factor Converg.
 HY1028;SPC KY1Z     - 1,230,815.572 1,767,688.514   MT  0.99994249   +1 52 52.3
 HY1028;SPC KY1Z     - 4,038,100.76  5,799,491.40   sFT  0.99994249   +1 52 52.3
 HY1028;SPC KY N     -    98,110.606   636,662.674   MT  0.99996341   +0 58 22.6
 HY1028;SPC KY N     -   321,884.55  2,088,784.12   sFT  0.99996341   +0 58 22.6
 HY1028;UTM  17      - 4,248,596.757   352,726.413   MT  0.99986711   -1 02 48.5
 HY1028
 HY1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1028!SPC KY1Z     -   0.99996459  x   0.99994249  =   0.99990709
 HY1028!SPC KY N     -   0.99996459  x   0.99996341  =   0.99992801
 HY1028!UTM  17      -   0.99996459  x   0.99986711  =   0.99983171
 HY1028
 HY1028|---------------------------------------------------------------------|
 HY1028| PID    Reference Object                     Distance      Geod. Az  |
 HY1028|                                                           dddmmss.s |
 HY1028| HY1026 I64 T 109 RM 1                        7.711 METERS 08650     |
 HY1028| HY1027 I64 T 109 RM 2                        3.990 METERS 20254     |
 HY1028| HY1025 I64 T 109 AZ MK                                    2474756.2 |
 HY1028|---------------------------------------------------------------------|
 HY1028
 HY1028                          SUPERSEDED SURVEY CONTROL
 HY1028
 HY1028  NAD 83(1986)-  38 22 24.42757(N)    082 41 09.44376(W) AD(       ) 2
 HY1028  NAD 27      -  38 22 24.12124(N)    082 41 09.85739(W) AD(       ) 2
 HY1028  NGVD 29 (??/??/92)  258.656  (m)          848.61   (f) ADJ UNCH    2 0
 HY1028
 HY1028.Superseded values are not recommended for survey control.
 HY1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1028.See file dsdata.txt to determine how the superseded data were derived.
 HY1028
 HY1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC5272648597(NAD 83)
 HY1028_MARKER: DD = SURVEY DISK
 HY1028_SETTING: 66 = SET IN ROCK OUTCROP
 HY1028_SP_SET: ROCK OUTCROP
 HY1028_STAMPING: I-64 T-109 1969
 HY1028_MARK LOGO: KYHD  
 HY1028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1028+STABILITY: POSITION/ELEVATION WELL
 HY1028
 HY1028  HISTORY     - Date     Condition        Report By
 HY1028  HISTORY     - 1969     MONUMENTED       KYHD
 HY1028  HISTORY     - 1969     GOOD             PAS
 HY1028
 HY1028                          STATION DESCRIPTION
 HY1028
 HY1028'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1969 (LW)
 HY1028'STATION IS LOCATED ABOUT 5.2 MILES SOUTHWEST OF CATLETTSBURG AND
 HY1028'ABOUT 1.2 MILES SOUTHEAST OF CANNONSBURG.  IT IS ON A 15 FOOT
 HY1028'EMBANKMENT ON THE NORTH SIDE OF WEST BOUND LANE OF INTERSTATE ROUTE
 HY1028'64.
 HY1028'
 HY1028'TO REACH THE STATION FROM THE INTERSTATE 64 AND STATE HIGHWAY 180
 HY1028'INTERCHANGE (ABOUT 1 MILE SOUTH OF CANNONSBURG), GO EAST ON
 HY1028'INTERSTATE ROUTE 64 FOR 0.75 MILE TO STATION ON LEFT ON NORTH SIDE OF
 HY1028'WEST BOUND LANE.
 HY1028'
 HY1028'STATION MARK IS ABOUT 50 FEET NORTH OF THE CENTER OF WEST BOUND LANE,
 HY1028'10 FEET NORTH OF SOUTH EDGE OF CUT AND 5.4 FEET SOUTHEAST OF METAL
 HY1028'WITNESS POST AND SIGN.  THE MARK IS SET IN DRILL HOLE IN THE TOP OF A
 HY1028'3 FT X 3 FT SANDSTONE OUTCROP AND THE DISK IS STAMPED I-64 T-109
 HY1028'1969.
 HY1028'
 HY1028'REFERENCE MARK NO.1 IS EAST OF STATION, 40 FEET NORTH OF THE CENTER
 HY1028'OF WEST BOUND LANE.  THE MARK IS SET IN DRILL HOLE IN THE TOP OF A 3
 HY1028'FT X 4 FT SANDSTONE OUTCROP AND THE DISK IS STAMPED I-64 T-109 NO.1
 HY1028'1969.
 HY1028'
 HY1028'REFERENCE MARK NO.2 IS SOUTHWEST OF STATION, 40 FEET NORTH OF THE
 HY1028'CENTER OF WEST BOUND LANE.  THE MARK IS SET IN DRILL HOLE IN THE TOP
 HY1028'OF A 3 FT X 3 FT SANDSTONE OUTCROP AND THE DISK IS STAMPED I-64
 HY1028'T-109 NO.2 1969.
 HY1028'
 HY1028'AZIMUTH MARK IS ABOUT 0.75 MILE WEST OF STATION.  AT THE EAST END OF
 HY1028'BRIDGE ON WEST BOUND LANE AT THE CANNONSBURG INTERCHANGE, 18.7 FEET
 HY1028'SOUTH OF THE CENTER OF WEST BOUND LANE.  THE MARK IS SET IN DRILL
 HY1028'HOLE IN THE SOUTHEAST CORNER OF BRIDGE CURBING AND THE DISK IS
 HY1028'STAMPED I-64 T-109 1969.
 HY1028'
 HY1028'STATION, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY DEPARTMENT OF
 HY1028'HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 HY1028'
 HY1028'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 HY1028
 HY1028                          STATION RECOVERY (1969)
 HY1028
 HY1028'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1028'1.2 MI SE FROM CANNONSBURG.
 HY1028'ABOUT 0.75 MILE EAST ALONG INTERSTATE ROUTE 64 FROM THE
 HY1028'INTERSTATE 64 AND STATE HIGHWAY 180 INTERCHANGE, WHICH IS ABOUT
 HY1028'1 1/4 MILES SOUTH OF CANNONSBURG.  ON THE NORTH SIDE OF THE
 HY1028'WEST BOUND LANE, ABOUT 50 FEET NORTH OF THE CENTER OF WEST BOUND
 HY1028'LANE, 10 FEET NORTH OF SOUTH EDGE OF CUT AND 5.4 FEET SOUTHEAST
 HY1028'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 HY1028'HIGHWAYS SURVEY TABLET SET IN DRILL HOLE IN A 3 FT X 3 FT
 HY1028'SANDSTONE OUTCROP AND STAMPED I-64 T-109 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1025 ***********************************************************************
 HY1025  DESIGNATION -  I64 T 109 AZ MK
 HY1025  PID         -  HY1025
 HY1025  STATE/COUNTY-  KY/BOYD
 HY1025  USGS QUAD   -  BOLTSFORK (1978)
 HY1025
 HY1025                         *CURRENT SURVEY CONTROL
 HY1025  ___________________________________________________________________
 HY1025* NAD 83(1986)-  38 22 09.     (N)    082 41 55.     (W)     SCALED    
 HY1025* NAVD 88     -       210.544  (meters)     690.76   (feet)  ADJUSTED  
 HY1025  ___________________________________________________________________
 HY1025  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HY1025  DYNAMIC HT  -         210.402 (meters)     690.29  (feet)  COMP
 HY1025  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 HY1025
 HY1025  VERT ORDER  -  SECOND    CLASS 0
 HY1025
 HY1025.The horizontal coordinates were scaled from a topographic map and have
 HY1025.an estimated accuracy of +/- 6 seconds.
 HY1025
 HY1025.The orthometric height was determined by differential leveling
 HY1025.and adjusted by the National Geodetic Survey in June 1991..
 HY1025
 HY1025.The geoid height was determined by GEOID03.
 HY1025
 HY1025.The dynamic height is computed by dividing the NAVD 88
 HY1025.geopotential number by the normal gravity value computed on the
 HY1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1025.degrees latitude (g = 980.6199 gals.).
 HY1025
 HY1025.The modeled gravity was interpolated from observed gravity values.
 HY1025
 HY1025;                    North         East    Units  Estimated Accuracy
 HY1025;SPC KY1Z     - 1,230,300.    1,766,600.      MT  (+/- 180 meters Scaled)
 HY1025
 HY1025                          SUPERSEDED SURVEY CONTROL
 HY1025
 HY1025  NGVD 29 (??/??/92)  210.724  (m)          691.35   (f) ADJ UNCH    2 0
 HY1025
 HY1025.Superseded values are not recommended for survey control.
 HY1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1025.See file dsdata.txt to determine how the superseded data were derived.
 HY1025
 HY1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC516481(NAD 83)
 HY1025_MARKER: DZ = AZIMUTH MARK DISK
 HY1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1025_SP_SET: BRIDGE CURB
 HY1025_STAMPING: I-64 T-109 1969
 HY1025_MARK LOGO: KYHD  
 HY1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1025
 HY1025  HISTORY     - Date     Condition        Report By
 HY1025  HISTORY     - 1969     MONUMENTED       PAS
 HY1025
 HY1025                          STATION DESCRIPTION
 HY1025
 HY1025'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1025'1.2 MI S FROM CANNONSBURG.
 HY1025'MARK IS LOCATED AT THE INTERSTATE ROUTE 64 AND STATE HIGHWAY 180
 HY1025'INTERCHANGE, WHICH IS ABOUT 1 1/4 MILES SOUTH OF CANNONSBURG.
 HY1025'IT IS AT THE EAST END OF BRIDGE ON WEST BOUND LANE OF INTERSTATE
 HY1025'64, 18.7 FEET SOUTH OF THE CENTER OF WEST BOUND LANE.  A KENTUCKY
 HY1025'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN DRILL HOLE IN THE
 HY1025'SOUTHEAST CORNER OF BRIDGE CURBING AND STAMPED I-64 T-109 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1026 ***********************************************************************
 HY1026  DESIGNATION -  I64 T 109 RM 1
 HY1026  PID         -  HY1026
 HY1026  STATE/COUNTY-  KY/BOYD
 HY1026  USGS QUAD   -  BOLTSFORK (1978)
 HY1026
 HY1026                         *CURRENT SURVEY CONTROL
 HY1026  ___________________________________________________________________
 HY1026* NAD 83(1986)-  38 22 24.     (N)    082 41 11.     (W)     SCALED    
 HY1026* NAVD 88     -       258.485  (meters)     848.05   (feet)  ADJUSTED  
 HY1026  ___________________________________________________________________
 HY1026  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 HY1026  DYNAMIC HT  -         258.311 (meters)     847.48  (feet)  COMP
 HY1026  MODELED GRAV-     979,948.2   (mgal)                       NAVD 88
 HY1026
 HY1026  VERT ORDER  -  SECOND    CLASS 0
 HY1026
 HY1026.The horizontal coordinates were scaled from a topographic map and have
 HY1026.an estimated accuracy of +/- 6 seconds.
 HY1026
 HY1026.The orthometric height was determined by differential leveling
 HY1026.and adjusted by the National Geodetic Survey in June 1991..
 HY1026
 HY1026.The geoid height was determined by GEOID03.
 HY1026
 HY1026.The dynamic height is computed by dividing the NAVD 88
 HY1026.geopotential number by the normal gravity value computed on the
 HY1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1026.degrees latitude (g = 980.6199 gals.).
 HY1026
 HY1026.The modeled gravity was interpolated from observed gravity values.
 HY1026
 HY1026;                    North         East    Units  Estimated Accuracy
 HY1026;SPC KY1Z     - 1,230,800.    1,767,650.      MT  (+/- 180 meters Scaled)
 HY1026
 HY1026                          SUPERSEDED SURVEY CONTROL
 HY1026
 HY1026  NGVD 29 (??/??/92)  258.666  (m)          848.64   (f) ADJ UNCH    2 0
 HY1026
 HY1026.Superseded values are not recommended for survey control.
 HY1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1026.See file dsdata.txt to determine how the superseded data were derived.
 HY1026
 HY1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC526485(NAD 83)
 HY1026_MARKER: DR = REFERENCE MARK DISK
 HY1026_SETTING: 66 = SET IN ROCK OUTCROP
 HY1026_SP_SET: ROCK OUTCROP
 HY1026_STAMPING: I 64 T 109 NO 1 1969
 HY1026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1026+STABILITY: POSITION/ELEVATION WELL
 HY1026
 HY1026  HISTORY     - Date     Condition        Report By
 HY1026  HISTORY     - 1969     MONUMENTED       PAS
 HY1026
 HY1026                          STATION DESCRIPTION
 HY1026
 HY1026'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1026'1.2 MI SE FROM CANNONSBURG.
 HY1026'ABOUT 0.75 MILE EAST ALONG INTERSTATE ROUTE 64 FROM THE
 HY1026'INTERSTATE 64 AND STATE HIGHWAY 180 INTERCHANGE, WHICH IS ABOUT
 HY1026'1 1/4 MILES SOUTH OF CANNONSBURG, 40 FEET NORTH OF THE CENTER
 HY1026'OF WEST BOUND LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 HY1026'TABLET SET IN DRILL HOLE IN A 3 FT X 4 FT SANDSTONE OUTCROP AND
 HY1026'STAMPED I-64 T-109 NO. 1 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1027 ***********************************************************************
 HY1027  DESIGNATION -  I64 T 109 RM 2
 HY1027  PID         -  HY1027
 HY1027  STATE/COUNTY-  KY/BOYD
 HY1027  USGS QUAD   -  BOLTSFORK (1978)
 HY1027
 HY1027                         *CURRENT SURVEY CONTROL
 HY1027  ___________________________________________________________________
 HY1027* NAD 83(1986)-  38 22 24.     (N)    082 41 11.     (W)     SCALED    
 HY1027* NAVD 88     -       257.968  (meters)     846.35   (feet)  ADJUSTED  
 HY1027  ___________________________________________________________________
 HY1027  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 HY1027  DYNAMIC HT  -         257.794 (meters)     845.78  (feet)  COMP
 HY1027  MODELED GRAV-     979,948.2   (mgal)                       NAVD 88
 HY1027
 HY1027  VERT ORDER  -  SECOND    CLASS 0
 HY1027
 HY1027.The horizontal coordinates were scaled from a topographic map and have
 HY1027.an estimated accuracy of +/- 6 seconds.
 HY1027
 HY1027.The orthometric height was determined by differential leveling
 HY1027.and adjusted by the National Geodetic Survey in June 1991..
 HY1027
 HY1027.The geoid height was determined by GEOID03.
 HY1027
 HY1027.The dynamic height is computed by dividing the NAVD 88
 HY1027.geopotential number by the normal gravity value computed on the
 HY1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1027.degrees latitude (g = 980.6199 gals.).
 HY1027
 HY1027.The modeled gravity was interpolated from observed gravity values.
 HY1027
 HY1027;                    North         East    Units  Estimated Accuracy
 HY1027;SPC KY1Z     - 1,230,800.    1,767,650.      MT  (+/- 180 meters Scaled)
 HY1027
 HY1027                          SUPERSEDED SURVEY CONTROL
 HY1027
 HY1027  NGVD 29 (??/??/92)  258.149  (m)          846.94   (f) ADJ UNCH    2 0
 HY1027
 HY1027.Superseded values are not recommended for survey control.
 HY1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1027.See file dsdata.txt to determine how the superseded data were derived.
 HY1027
 HY1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC526485(NAD 83)
 HY1027_MARKER: DR = REFERENCE MARK DISK
 HY1027_SETTING: 66 = SET IN ROCK OUTCROP
 HY1027_SP_SET: ROCK OUTCROP
 HY1027_STAMPING: I 64 T 109 NO 2 1969
 HY1027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1027+STABILITY: POSITION/ELEVATION WELL
 HY1027
 HY1027  HISTORY     - Date     Condition        Report By
 HY1027  HISTORY     - 1969     MONUMENTED       PAS
 HY1027
 HY1027                          STATION DESCRIPTION
 HY1027
 HY1027'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1027'1.2 MI SE FROM CANNONSBURG.
 HY1027'ABOUT 0.75 MILE EAST ALONG INTERSTATE ROUTE 64 FROM THE
 HY1027'INTERSTATE 64 AND STATE HIGHWAY 180 INTERCHANGE, WHICH IS ABOUT
 HY1027'1 1/4 MILES SOUTH OF CANNONSBURG, 40 FEET NORTH OF THE CENTER
 HY1027'OF WEST BOUND LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 HY1027'TABLET SET IN DRILL HOLE IN A 3 FT X 3 FT SANDSTONE OUTCROP AND
 HY1027'STAMPED I-64 T-109 NO. 2 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1252 ***********************************************************************
 HZ1252  DESIGNATION -  I64 T 11
 HZ1252  PID         -  HZ1252
 HZ1252  STATE/COUNTY-  KY/JEFFERSON
 HZ1252  USGS QUAD   -  FISHERVILLE (1993)
 HZ1252
 HZ1252                         *CURRENT SURVEY CONTROL
 HZ1252  ___________________________________________________________________
 HZ1252* NAD 83(1993)-  38 13 03.38321(N)    085 24 56.01144(W)     ADJUSTED  
 HZ1252* NAVD 88     -       233.819  (meters)     767.12   (feet)  ADJUSTED  
 HZ1252  ___________________________________________________________________
 HZ1252  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 HZ1252  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1252  DYNAMIC HT  -         233.658 (meters)     766.59  (feet)  COMP
 HZ1252  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 HZ1252
 HZ1252  HORZ ORDER  -  SECOND
 HZ1252  VERT ORDER  -  SECOND    CLASS 0
 HZ1252
 HZ1252.The horizontal coordinates were established by classical geodetic methods
 HZ1252.and adjusted by the National Geodetic Survey in December 1995..
 HZ1252
 HZ1252.The orthometric height was determined by differential leveling
 HZ1252.and adjusted by the National Geodetic Survey in June 1991..
 HZ1252
 HZ1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1252
 HZ1252.The geoid height was determined by GEOID03.
 HZ1252
 HZ1252.The dynamic height is computed by dividing the NAVD 88
 HZ1252.geopotential number by the normal gravity value computed on the
 HZ1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1252.degrees latitude (g = 980.6199 gals.).
 HZ1252
 HZ1252.The modeled gravity was interpolated from observed gravity values.
 HZ1252
 HZ1252;                    North         East     Units Scale Factor Converg.
 HZ1252;SPC KY1Z     - 1,209,175.310 1,529,285.458   MT  0.99992262   +0 12 19.2
 HZ1252;SPC KY1Z     - 3,967,102.66  5,017,330.71   sFT  0.99992262   +0 12 19.2
 HZ1252;SPC KY N     -    80,297.633   397,934.985   MT  0.99997152   -0 43 30.2
 HZ1252;SPC KY N     -   263,443.15  1,305,558.36   sFT  0.99997152   -0 43 30.2
 HZ1252;UTM  16      - 4,231,145.979   638,701.836   MT  0.99983693   +0 58 49.3
 HZ1252
 HZ1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1252!SPC KY1Z     -   0.99996855  x   0.99992262  =   0.99989117
 HZ1252!SPC KY N     -   0.99996855  x   0.99997152  =   0.99994007
 HZ1252!UTM  16      -   0.99996855  x   0.99983693  =   0.99980548
 HZ1252
 HZ1252|---------------------------------------------------------------------|
 HZ1252| PID    Reference Object                     Distance      Geod. Az  |
 HZ1252|                                                           dddmmss.s |
 HZ1252| HZ1253 I64 T 11 RM 1                        13.871 METERS 18330     |
 HZ1252| HZ1251 I64 T 11 RM 2                        17.208 METERS 21656     |
 HZ1252|---------------------------------------------------------------------|
 HZ1252
 HZ1252                          SUPERSEDED SURVEY CONTROL
 HZ1252
 HZ1252  NAD 83(1986)-  38 13 03.38737(N)    085 24 56.00872(W) AD(       ) 2
 HZ1252  NAD 27      -  38 13 03.11872(N)    085 24 56.17374(W) AD(       ) 2
 HZ1252  NGVD 29 (??/??/92)  233.972  (m)          767.62   (f) ADJ UNCH    2 0
 HZ1252
 HZ1252.Superseded values are not recommended for survey control.
 HZ1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1252.See file dsdata.txt to determine how the superseded data were derived.
 HZ1252
 HZ1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3870231146(NAD 83)
 HZ1252_MARKER: DD = SURVEY DISK
 HZ1252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1252_SP_SET: CURB
 HZ1252_STAMPING: I-64 T-11 1966
 HZ1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1252
 HZ1252  HISTORY     - Date     Condition        Report By
 HZ1252  HISTORY     - 1966     MONUMENTED       KYHD
 HZ1252  HISTORY     - 1966     GOOD             PAS
 HZ1252
 HZ1252                          STATION DESCRIPTION
 HZ1252
 HZ1252'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ1252'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF SIMPSONVILLE AND
 HZ1252'ABOUT 2-1/2 MILES SOUTHEAST OF THE SMALL COMMUNITY OF EASTWOOD.  IT
 HZ1252'IS AT THE SOUTHEAST END OF CONCRETE BRIDGE (CLARKS STATION ROAD)
 HZ1252'OVER INTERSTATE ROUTE 64.
 HZ1252'
 HZ1252'TO REACH THE STATION FROM THE INTERSTATE ROUTE 64 - SIMPSONVILLE
 HZ1252'INTERCHANGE, GO WEST ON INTERSTATE ROUTE 64 FROM 2.5 MILES TO THE
 HZ1252'AZIMUTH MARK ON LEFT NEAR SOUTH R/W FENCE.  CONTINUE AHEAD ON
 HZ1252'INTERSTATE 64 FOR 1.15 MILES TO OVERPASS AND STATION AT SOUTHEAST
 HZ1252'END.
 HZ1252'
 HZ1252'STATION MARK IS 49 FEET NORTH OF THE EXTREME SOUTHEAST END OF
 HZ1252'OVERPASS, 44 FEET SOUTH OF A POINT OVER THE CENTER OF EAST BOUND
 HZ1252'LANE OF INTERSTATE 64, 14-1/2 FEET EAST OF THE CENTER OF CLARKS
 HZ1252'STATION ROAD AND 2 FEET WEST OF ALUMINUM HAND RAIL.  THE MARK IS
 HZ1252'SET IN DRILL HOLE IN THE TOP OF THE EAST BRIDGE CURBING AND
 HZ1252'STAMPED I 64 T-11 1966.
 HZ1252'
 HZ1252'REFERENCE MARK NO. 1 IS SOUTH OF STATION, ABOUT 90 FEET SOUTH OF A
 HZ1252'POINT OVER THE CENTER OF EAST BOUND LANE, 16 FEET WEST OF THE CENTER
 HZ1252'OF CLARKS STATION ROAD AND 4-1/2 FEET NORTHWEST OF EXTREME
 HZ1252'SOUTHEAST END OF OVERPASS.  THE MARK IS SET IN DRILL HOLE IN THE
 HZ1252'TOP OF EAST BRIDGE CURBING AND STAMPED I 64 T-11 NO. 1 1966.
 HZ1252'
 HZ1252'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, ABOUT 93 FEET SOUTH OF
 HZ1252'A POINT OVER THE CENTER OF EAST BOUND LANE, 15 FEET WEST OF THE
 HZ1252'CENTER OF CLARKS STATION ROAD AND 1.3 FEET NORTHEAST OF THE SOUTHEAST
 HZ1252'END OF OVERPASS.  THE MARK IS SET IN DRILL HOLE IN THE TOP OF THE
 HZ1252'WEST BRIDGE CURBING AND STAMPED I 64 T-11 NO. 2 1966.
 HZ1252'
 HZ1252'BENCH MARK I 64 L-21 1966 WAS USED FOR THE AZIMUTH MARK.  IT IS ABOUT
 HZ1252'1.15 MILES EAST OF THE STATION, NEAR THE SOUTH R/W FENCE OF
 HZ1252'INTERSTATE 64, ABOUT 117 FEET WEST OF A 2 WIRE POWER LINE CROSSING,
 HZ1252'2-1/2 FEET NORTH OF R/W FENCE AND 2.1 FEET NORTH OF METAL WITNESS
 HZ1252'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HZ1252'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I 64
 HZ1252'L-21 1966.
 HZ1252'
 HZ1252'STATION, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY DEPARTMENT OF
 HZ1252'HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 HZ1252'
 HZ1252'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HZ1252
 HZ1252                          STATION RECOVERY (1966)
 HZ1252
 HZ1252'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1252'2.5 MI SE FROM EASTWOOD.
 HZ1252'ABOUT 3.65 MILES WEST ALONG I-64 FROM THE SIMPSONVILLE INTERCHANGE
 HZ1252'TO A 2 LANE CONCRETE OVERPASS OVER I-64 (CLARKS STATION ROAD), 44
 HZ1252'FEET SOUTH OF THE CENTER OF EAST BOUND LANE OF I-64, 49 FEET NORTH
 HZ1252'OF THE EXTREME SOUTHEAST END OF CONCRETE BRIDGE, 14.5 FEET EAST
 HZ1252'OF THE CENTER OF CLARKS STATION ROAD AND 2.0 FEET WEST OF CENTER
 HZ1252'OF AN ALUMINUM GUARD RAIL ALONG EAST SIDE OF OVERPASS.  A KENTUCKY
 HZ1252'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN DRILL HOLE IN CONCRETE
 HZ1252'CURB AND STAMPED I-64 T-11 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1253 ***********************************************************************
 HZ1253  DESIGNATION -  I64 T 11 RM 1
 HZ1253  PID         -  HZ1253
 HZ1253  STATE/COUNTY-  KY/JEFFERSON
 HZ1253  USGS QUAD   -  FISHERVILLE (1993)
 HZ1253
 HZ1253                         *CURRENT SURVEY CONTROL
 HZ1253  ___________________________________________________________________
 HZ1253* NAD 83(1986)-  38 13 03.     (N)    085 24 57.     (W)     SCALED    
 HZ1253* NAVD 88     -       233.656  (meters)     766.59   (feet)  ADJUSTED  
 HZ1253  ___________________________________________________________________
 HZ1253  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1253  DYNAMIC HT  -         233.496 (meters)     766.06  (feet)  COMP
 HZ1253  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 HZ1253
 HZ1253  VERT ORDER  -  SECOND    CLASS 0
 HZ1253
 HZ1253.The horizontal coordinates were scaled from a topographic map and have
 HZ1253.an estimated accuracy of +/- 6 seconds.
 HZ1253
 HZ1253.The orthometric height was determined by differential leveling
 HZ1253.and adjusted by the National Geodetic Survey in June 1991..
 HZ1253
 HZ1253.The geoid height was determined by GEOID03.
 HZ1253
 HZ1253.The dynamic height is computed by dividing the NAVD 88
 HZ1253.geopotential number by the normal gravity value computed on the
 HZ1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1253.degrees latitude (g = 980.6199 gals.).
 HZ1253
 HZ1253.The modeled gravity was interpolated from observed gravity values.
 HZ1253
 HZ1253;                    North         East    Units  Estimated Accuracy
 HZ1253;SPC KY1Z     - 1,209,160.    1,529,260.      MT  (+/- 180 meters Scaled)
 HZ1253
 HZ1253                          SUPERSEDED SURVEY CONTROL
 HZ1253
 HZ1253  NGVD 29 (??/??/92)  233.809  (m)          767.09   (f) ADJ UNCH    2 0
 HZ1253
 HZ1253.Superseded values are not recommended for survey control.
 HZ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1253.See file dsdata.txt to determine how the superseded data were derived.
 HZ1253
 HZ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH386311(NAD 83)
 HZ1253_MARKER: DD = SURVEY DISK
 HZ1253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1253_SP_SET: CURB
 HZ1253_STAMPING: I-64 T-11 NO 1 1966
 HZ1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1253
 HZ1253  HISTORY     - Date     Condition        Report By
 HZ1253  HISTORY     - 1966     MONUMENTED       PAS
 HZ1253
 HZ1253                          STATION DESCRIPTION
 HZ1253
 HZ1253'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1253'2.5 MI SE FROM EASTWOOD.
 HZ1253'ABOUT 3.65 MILES WEST ALONG I-64 FROM THE SIMPSONVILLE INTERCHANGE
 HZ1253'TO A 2 LANE CONCRETE OVERPASS OVER I-64 (CLARKS STATION ROAD), 90
 HZ1253'FEET SOUTH OF CENTER OF EAST BOUND LANE, 16 FEET WEST OF CENTER
 HZ1253'OF CLARKS STATION ROAD AND 4.5 FEET NORTHWEST OF EXTREME SOUTHEAST
 HZ1253'END OF OVERPASS.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET
 HZ1253'SET IN A DRILL HOLE IN CONCRETE CURB AND STAMPED I-64 T-11 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1251 ***********************************************************************
 HZ1251  DESIGNATION -  I64 T 11 RM 2
 HZ1251  PID         -  HZ1251
 HZ1251  STATE/COUNTY-  KY/JEFFERSON
 HZ1251  USGS QUAD   -  FISHERVILLE (1993)
 HZ1251
 HZ1251                         *CURRENT SURVEY CONTROL
 HZ1251  ___________________________________________________________________
 HZ1251* NAD 83(1986)-  38 13 03.     (N)    085 24 57.     (W)     SCALED    
 HZ1251* NAVD 88     -       233.636  (meters)     766.52   (feet)  ADJUSTED  
 HZ1251  ___________________________________________________________________
 HZ1251  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1251  DYNAMIC HT  -         233.475 (meters)     765.99  (feet)  COMP
 HZ1251  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 HZ1251
 HZ1251  VERT ORDER  -  SECOND    CLASS 0
 HZ1251
 HZ1251.The horizontal coordinates were scaled from a topographic map and have
 HZ1251.an estimated accuracy of +/- 6 seconds.
 HZ1251
 HZ1251.The orthometric height was determined by differential leveling
 HZ1251.and adjusted by the National Geodetic Survey in June 1991..
 HZ1251
 HZ1251.The geoid height was determined by GEOID03.
 HZ1251
 HZ1251.The dynamic height is computed by dividing the NAVD 88
 HZ1251.geopotential number by the normal gravity value computed on the
 HZ1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1251.degrees latitude (g = 980.6199 gals.).
 HZ1251
 HZ1251.The modeled gravity was interpolated from observed gravity values.
 HZ1251
 HZ1251;                    North         East    Units  Estimated Accuracy
 HZ1251;SPC KY1Z     - 1,209,160.    1,529,260.      MT  (+/- 180 meters Scaled)
 HZ1251
 HZ1251                          SUPERSEDED SURVEY CONTROL
 HZ1251
 HZ1251  NGVD 29 (??/??/92)  233.788  (m)          767.02   (f) ADJ UNCH    2 0
 HZ1251
 HZ1251.Superseded values are not recommended for survey control.
 HZ1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1251.See file dsdata.txt to determine how the superseded data were derived.
 HZ1251
 HZ1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH386311(NAD 83)
 HZ1251_MARKER: DD = SURVEY DISK
 HZ1251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1251_SP_SET: CURB
 HZ1251_STAMPING: I-64 T-11 NO 2 1966
 HZ1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1251
 HZ1251  HISTORY     - Date     Condition        Report By
 HZ1251  HISTORY     - 1966     MONUMENTED       PAS
 HZ1251
 HZ1251                          STATION DESCRIPTION
 HZ1251
 HZ1251'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1251'2.5 MI SE FROM EASTWOOD.
 HZ1251'ABOUT 3.65 MILES WEST ALONG I-64 FROM THE SIMPSONVILLE INTERCHANGE
 HZ1251'TO A 2 LANE CONCRETE OVERPASS OVER I-64 (CLARKS STATION ROAD),
 HZ1251'93 FEET SOUTH OF CENTER OF EAST BOUND LANE OF I-64, 15 FEET WEST
 HZ1251'OF THE CENTER OF CLARKS STATION ROAD AND 1.3 FEET NORTHEAST OF
 HZ1251'EXTREME SOUTHWEST END OF BRIDGE ABUTMENT.  A KENTUCKY DEPARTMENT
 HZ1251'OF HIGHWAYS SURVEY TABLET SET IN DRILL HOLE IN CONCRETE CURB AND
 HZ1251'STAMPED I-64 T-11 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1032 ***********************************************************************
 HY1032  DESIGNATION -  I64 T 110
 HY1032  PID         -  HY1032
 HY1032  STATE/COUNTY-  KY/BOYD
 HY1032  USGS QUAD   -  ASHLAND (1985)
 HY1032
 HY1032                         *CURRENT SURVEY CONTROL
 HY1032  ___________________________________________________________________
 HY1032* NAD 83(1993)-  38 22 39.10295(N)    082 39 44.95401(W)     ADJUSTED  
 HY1032* NAVD 88     -       280.349  (meters)     919.78   (feet)  ADJUSTED  
 HY1032  ___________________________________________________________________
 HY1032  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 HY1032  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY1032  DYNAMIC HT  -         280.160 (meters)     919.16  (feet)  COMP
 HY1032  MODELED GRAV-     979,947.9   (mgal)                       NAVD 88
 HY1032
 HY1032  HORZ ORDER  -  SECOND
 HY1032  VERT ORDER  -  SECOND    CLASS 0
 HY1032
 HY1032.The horizontal coordinates were established by classical geodetic methods
 HY1032.and adjusted by the National Geodetic Survey in December 1995..
 HY1032
 HY1032.The orthometric height was determined by differential leveling
 HY1032.and adjusted by the National Geodetic Survey in June 1991..
 HY1032
 HY1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1032
 HY1032.The geoid height was determined by GEOID03.
 HY1032
 HY1032.The dynamic height is computed by dividing the NAVD 88
 HY1032.geopotential number by the normal gravity value computed on the
 HY1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1032.degrees latitude (g = 980.6199 gals.).
 HY1032
 HY1032.The modeled gravity was interpolated from observed gravity values.
 HY1032
 HY1032;                    North         East     Units Scale Factor Converg.
 HY1032;SPC KY1Z     - 1,231,335.585 1,769,723.156   MT  0.99994311   +1 53 44.2
 HY1032;SPC KY1Z     - 4,039,806.83  5,806,166.72   sFT  0.99994311   +1 53 44.2
 HY1032;SPC KY N     -    98,598.314   638,705.345   MT  0.99996330   +0 59 15.1
 HY1032;SPC KY N     -   323,484.64  2,095,485.79   sFT  0.99996330   +0 59 15.1
 HY1032;UTM  17      - 4,249,012.128   354,784.798   MT  0.99985970   -1 01 56.3
 HY1032
 HY1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1032!SPC KY1Z     -   0.99996117  x   0.99994311  =   0.99990428
 HY1032!SPC KY N     -   0.99996117  x   0.99996330  =   0.99992447
 HY1032!UTM  17      -   0.99996117  x   0.99985970  =   0.99982087
 HY1032
 HY1032:                Primary Azimuth Mark                     Grid Az
 HY1032:SPC KY1Z     -  I64 T 110 AZ MK                          053 56 37.6
 HY1032:SPC KY N     -  I64 T 110 AZ MK                          054 51 06.7
 HY1032:UTM  17      -  I64 T 110 AZ MK                          056 52 18.1
 HY1032
 HY1032|---------------------------------------------------------------------|
 HY1032| PID    Reference Object                     Distance      Geod. Az  |
 HY1032|                                                           dddmmss.s |
 HY1032| HY2289 I64 T 110 AZ MK                     APPROX. 1.2 KM 0555021.8 |
 HY1032| HY1030 I64 T 110 RM 1                        5.739 METERS 15857     |
 HY1032| HY1031 I64 T 110 RM 2                        7.775 METERS 25308     |
 HY1032|---------------------------------------------------------------------|
 HY1032
 HY1032                          SUPERSEDED SURVEY CONTROL
 HY1032
 HY1032  NAD 83(1986)-  38 22 39.10946(N)    082 39 44.95501(W) AD(       ) 2
 HY1032  NAD 27      -  38 22 38.80371(N)    082 39 45.37085(W) AD(       ) 2
 HY1032  NGVD 29 (??/??/92)  280.530  (m)          920.37   (f) ADJ UNCH    2 0
 HY1032
 HY1032.Superseded values are not recommended for survey control.
 HY1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1032.See file dsdata.txt to determine how the superseded data were derived.
 HY1032
 HY1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC5478549012(NAD 83)
 HY1032_MARKER: DD = SURVEY DISK
 HY1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1032_STAMPING: I-64 T-110 1969
 HY1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1032+STABILITY: SURFACE MOTION
 HY1032
 HY1032  HISTORY     - Date     Condition        Report By
 HY1032  HISTORY     - 1969     MONUMENTED       KYHD
 HY1032  HISTORY     - 1969     GOOD             PAS
 HY1032
 HY1032                          STATION DESCRIPTION
 HY1032
 HY1032'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1969 (LW)
 HY1032'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF CATLETTSBURG AND ABOUT
 HY1032'2.3 MILES EAST SOUTHEAST OF CANNONSBURG.  IT IS ON A HIGH BANK ON
 HY1032'THE SOUTH SIDE OF INTERSTATE ROUTE 64.
 HY1032'
 HY1032'TO REACH THE STATION FROM THE INTERSTATE 64 AND STATE HIGHWAY 180
 HY1032'INTERCHANGE (ABOUT 1 MILE SOUTH OF CANNONSBURG), GO EAST ON
 HY1032'INTERSTATE ROUTE 64 FOR 2.15 MILES TO STATION ON RIGHT.
 HY1032'
 HY1032'STATION MARK IS ABOUT 0.6 MILE EAST OF MILE POST 188, APPROXIMATELY
 HY1032'150 FEET SOUTH AND ABOUT 30 FEET ABOVE THE CENTER OF EAST BOUND
 HY1032'LANE, ABOUT 107 FEET NORTH OF SOUTH R/W FENCE, 63-1/2 FEET NORTHEAST
 HY1032'OF A 24 INCH OAK TREE, 10 FEET SOUTH OF EDGE OF CUT AND 1.3 FEET
 HY1032'NORTH OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 3 INCHES
 HY1032'AND THE DISK IS STAMPED I-64 T-110 1969.
 HY1032'
 HY1032'REFERENCE MARK NO.1 IS SOUTH OF STATION, 89 FEET NORTHWEST OF R/W
 HY1032'FENCE AND 50 FEET NORTHEAST OF A 24-INCH OAK TREE.  THE MARK PROJECTS
 HY1032'3 INCHES AND THE DISK IS STAMPED I-64 T-110 NO.1 1969.
 HY1032'
 HY1032'REFERENCE MARK NO.2 IS WEST OF STATION, 54 FEET NORTH OF A 24 INCH
 HY1032'OAK TREE AND 10 FEET SOUTH OF EDGE OF CUT.  THE MARK PROJECTS 3
 HY1032'INCHES AND THE DISK IS STAMPED I-64 T-110 NO.2 1969.
 HY1032'
 HY1032'AZIMUTH MARK IS ABOUT 0.75 MILE NORTHEAST OF STATION.  ABOUT 0.35
 HY1032'MILE EAST OF MILE POST 189, AND ON TOP OF A HIGH CUT BANK ON THE
 HY1032'NORTH SIDE OF THE WEST BOUND LANE.  IT IS APPROXIMATELY 200 FEET
 HY1032'NORTH OF THE CENTER OF WEST BOUND LANE, ABOUT 225 FEET SOUTH OF THE
 HY1032'NORTH R/W FENCE AND 1.8 FEET SOUTHEAST OF METAL WITNESS POST AND
 HY1032'SIGN.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED I-64
 HY1032'T-110 1969.
 HY1032'
 HY1032'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY1032'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HY1032'
 HY1032'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 HY1032
 HY1032                          STATION RECOVERY (1969)
 HY1032
 HY1032'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1032'2.3 MI ESE FROM CANNONSBURG.
 HY1032'ABOUT 2.15 MILES EAST ALONG INTERSTATE ROUTE 64 FROM THE
 HY1032'INTERSTATE 64 AND STATE HIGHWAY 180 INTERCHANGE, WHICH IS ABOUT
 HY1032'1 1/4 MILES SOUTH OF CANNONSBURG.  ABOUT 0.6 MILE EAST OF MILE
 HY1032'POST 188, APPROXIMATELY 150 FEET SOUTH AND 30 FEET ABOVE THE
 HY1032'CENTER OF EAST BOUND LANE, ABOUT 107 FEET NORTH OF THE SOUTH R/W
 HY1032'FENCE, 63 1/2 FEET NORTHEAST OF A 24-INCH OAK TREE, 10 FEET
 HY1032'SOUTH OF EDGE OF CUT AND 1.3 FEET NORTH OF METAL WITNESS POST AND
 HY1032'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 HY1032'TOP OF CONCRETE PROJECTING 3 INCHES AND STAMPED I-64 T-110 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2289 ***********************************************************************
 HY2289  DESIGNATION -  I64 T 110 AZ MK
 HY2289  PID         -  HY2289
 HY2289  STATE/COUNTY-  KY/BOYD
 HY2289  USGS QUAD   -  ASHLAND (1985)
 HY2289
 HY2289                         *CURRENT SURVEY CONTROL
 HY2289  ___________________________________________________________________
 HY2289* NAD 83(1993)-  38 23 01.51119(N)    082 39 02.99753(W)     ADJUSTED  
 HY2289* NAVD 88     -       268.3    (meters)     880.     (feet)  VERTCON   
 HY2289  ___________________________________________________________________
 HY2289  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 HY2289  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 HY2289
 HY2289  HORZ ORDER  -  SECOND
 HY2289
 HY2289.The horizontal coordinates were established by classical geodetic methods
 HY2289.and adjusted by the National Geodetic Survey in December 1995..
 HY2289
 HY2289.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2289
 HY2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2289
 HY2289.The geoid height was determined by GEOID03.
 HY2289
 HY2289;                    North         East     Units Scale Factor Converg.
 HY2289;SPC KY1Z     - 1,232,059.857 1,770,717.979   MT  0.99994407   +1 54 10.0
 HY2289;SPC KY1Z     - 4,042,183.05  5,809,430.57   sFT  0.99994407   +1 54 10.0
 HY2289;SPC KY N     -    99,306.744   639,711.540   MT  0.99996314   +0 59 41.2
 HY2289;SPC KY N     -   325,808.88  2,098,786.94   sFT  0.99996314   +0 59 41.2
 HY2289;UTM  17      - 4,249,684.581   355,815.229   MT  0.99985603   -1 01 30.8
 HY2289
 HY2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2289!SPC KY1Z     -   0.99996306  x   0.99994407  =   0.99990713
 HY2289!SPC KY N     -   0.99996306  x   0.99996314  =   0.99992620
 HY2289!UTM  17      -   0.99996306  x   0.99985603  =   0.99981909
 HY2289
 HY2289:                Primary Azimuth Mark                     Grid Az
 HY2289:SPC KY1Z     -  I64 T 110                                233 56 37.9
 HY2289:SPC KY N     -  I64 T 110                                234 51 06.7
 HY2289:UTM  17      -  I64 T 110                                236 52 18.7
 HY2289
 HY2289|---------------------------------------------------------------------|
 HY2289| PID    Reference Object                     Distance      Geod. Az  |
 HY2289|                                                           dddmmss.s |
 HY2289| HY1032 I64 T 110                           APPROX. 1.2 KM 2355047.9 |
 HY2289|---------------------------------------------------------------------|
 HY2289
 HY2289                          SUPERSEDED SURVEY CONTROL
 HY2289
 HY2289  NAD 83(1986)-  38 23 01.51762(N)    082 39 02.99845(W) AD(       ) 2
 HY2289  NAD 27      -  38 23 01.21279(N)    082 39 03.41542(W) AD(       ) 2
 HY2289  NGVD 29 (07/19/86)  268.5    (m)          881.     (f) VERT ANG       
 HY2289
 HY2289.Superseded values are not recommended for survey control.
 HY2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2289.See file dsdata.txt to determine how the superseded data were derived.
 HY2289
 HY2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC5581549685(NAD 83)
 HY2289_MARKER: DD = SURVEY DISK
 HY2289_SETTING: 0 = UNSPECIFIED SETTING
 HY2289
 HY2289  HISTORY     - Date     Condition        Report By
 HY2289  HISTORY     - 1969     MONUMENTED       KYHD
 HY2289
 HY2289                          STATION DESCRIPTION
 HY2289
 HY2289'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1969 (LW)
 HY2289'STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF CATLETTSBURG AND
 HY2289'ABOUT 3 MILES EAST OF CANNONSBURG.  IT IS ON A HIGH BANK ON THE NORTH
 HY2289'SIDE OF WEST BOUND LANE OF INTERSTATE ROUTE 64 AND ABOUT 0.35 MILE
 HY2289'EAST OF MILE POST 189.  IT IS APPROXIMATELY 200 FEET NORTH OF THE
 HY2289'CENTER OF WEST BOUND LANE, ABOUT 225 FEET SOUTH OF THE NORTH R/W
 HY2289'FENCE, 1.8 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN AND
 HY2289'APPROXIMATELY 100 FEET ABOVE THE LEVEL OF WEST BOUND LANE.  THE MARK
 HY2289'IS SET IN TOP OF CONCRETE PROJECTING 3 INCHES AND THE DISK IS
 HY2289'STAMPED I-64 T-110 1969.
 HY2289'
 HY2289'TO REACH THE STATION FROM THE INTERSTATE 64 AND STATE HIGHWAY 180
 HY2289'INTERCHANGE (ABOUT 1 MILE SOUTH OF CANNONSBURG), GO EAST ON
 HY2289'INTERSTATE ROUTE 64 FOR 2.9 MILES TO STATION ON LEFT AS DESCRIBED.
 HY2289'
 HY2289'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1030 ***********************************************************************
 HY1030  DESIGNATION -  I64 T 110 RM 1
 HY1030  PID         -  HY1030
 HY1030  STATE/COUNTY-  KY/BOYD
 HY1030  USGS QUAD   -  ASHLAND (1985)
 HY1030
 HY1030                         *CURRENT SURVEY CONTROL
 HY1030  ___________________________________________________________________
 HY1030* NAD 83(1986)-  38 22 38.     (N)    082 39 45.     (W)     SCALED    
 HY1030* NAVD 88     -       279.723  (meters)     917.72   (feet)  ADJUSTED  
 HY1030  ___________________________________________________________________
 HY1030  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY1030  DYNAMIC HT  -         279.535 (meters)     917.11  (feet)  COMP
 HY1030  MODELED GRAV-     979,947.9   (mgal)                       NAVD 88
 HY1030
 HY1030  VERT ORDER  -  SECOND    CLASS 0
 HY1030
 HY1030.The horizontal coordinates were scaled from a topographic map and have
 HY1030.an estimated accuracy of +/- 6 seconds.
 HY1030
 HY1030.The orthometric height was determined by differential leveling
 HY1030.and adjusted by the National Geodetic Survey in June 1991..
 HY1030
 HY1030.The geoid height was determined by GEOID03.
 HY1030
 HY1030.The dynamic height is computed by dividing the NAVD 88
 HY1030.geopotential number by the normal gravity value computed on the
 HY1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1030.degrees latitude (g = 980.6199 gals.).
 HY1030
 HY1030.The modeled gravity was interpolated from observed gravity values.
 HY1030
 HY1030;                    North         East    Units  Estimated Accuracy
 HY1030;SPC KY1Z     - 1,231,300.    1,769,720.      MT  (+/- 180 meters Scaled)
 HY1030
 HY1030                          SUPERSEDED SURVEY CONTROL
 HY1030
 HY1030  NGVD 29 (??/??/92)  279.905  (m)          918.32   (f) ADJ UNCH    2 0
 HY1030
 HY1030.Superseded values are not recommended for survey control.
 HY1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1030.See file dsdata.txt to determine how the superseded data were derived.
 HY1030
 HY1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC547489(NAD 83)
 HY1030_MARKER: DR = REFERENCE MARK DISK
 HY1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1030_STAMPING: I 64 T 110 NO 1 1969
 HY1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1030+STABILITY: SURFACE MOTION
 HY1030
 HY1030  HISTORY     - Date     Condition        Report By
 HY1030  HISTORY     - 1969     MONUMENTED       PAS
 HY1030
 HY1030                          STATION DESCRIPTION
 HY1030
 HY1030'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1030'2.3 MI ESE FROM CANNONSBURG.
 HY1030'ABOUT 2.15 MILES EAST ALONG INTERSTATE ROUTE 64 FROM THE
 HY1030'INTERSTATE 64 AND STATE HIGHWAY 180 INTERCHANGE WHICH IS ABOUT
 HY1030'1 1/4 MILES SOUTH OF CANNONSBURG.  ABOUT 0.6 MILE EAST OF MILE
 HY1030'POST 188, 89 FEET NORTHWEST OF THE SOUTH R/W FENCE AND 50 FEET
 HY1030'NORTHEAST OF A 24-INCH OAK TREE.  A KENTUCKY DEPARTMENT OF
 HY1030'HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE PROJECTING 3 INCHES
 HY1030'AND STAMPED I-64 T-110 NO. 1 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1031 ***********************************************************************
 HY1031  DESIGNATION -  I64 T 110 RM 2
 HY1031  PID         -  HY1031
 HY1031  STATE/COUNTY-  KY/BOYD
 HY1031  USGS QUAD   -  ASHLAND (1985)
 HY1031
 HY1031                         *CURRENT SURVEY CONTROL
 HY1031  ___________________________________________________________________
 HY1031* NAD 83(1986)-  38 22 38.     (N)    082 39 45.     (W)     SCALED    
 HY1031* NAVD 88     -       280.270  (meters)     919.52   (feet)  ADJUSTED  
 HY1031  ___________________________________________________________________
 HY1031  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY1031  DYNAMIC HT  -         280.081 (meters)     918.90  (feet)  COMP
 HY1031  MODELED GRAV-     979,947.9   (mgal)                       NAVD 88
 HY1031
 HY1031  VERT ORDER  -  SECOND    CLASS 0
 HY1031
 HY1031.The horizontal coordinates were scaled from a topographic map and have
 HY1031.an estimated accuracy of +/- 6 seconds.
 HY1031
 HY1031.The orthometric height was determined by differential leveling
 HY1031.and adjusted by the National Geodetic Survey in June 1991..
 HY1031
 HY1031.The geoid height was determined by GEOID03.
 HY1031
 HY1031.The dynamic height is computed by dividing the NAVD 88
 HY1031.geopotential number by the normal gravity value computed on the
 HY1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1031.degrees latitude (g = 980.6199 gals.).
 HY1031
 HY1031.The modeled gravity was interpolated from observed gravity values.
 HY1031
 HY1031;                    North         East    Units  Estimated Accuracy
 HY1031;SPC KY1Z     - 1,231,300.    1,769,720.      MT  (+/- 180 meters Scaled)
 HY1031
 HY1031                          SUPERSEDED SURVEY CONTROL
 HY1031
 HY1031  NGVD 29 (??/??/92)  280.451  (m)          920.11   (f) ADJ UNCH    2 0
 HY1031
 HY1031.Superseded values are not recommended for survey control.
 HY1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1031.See file dsdata.txt to determine how the superseded data were derived.
 HY1031
 HY1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC547489(NAD 83)
 HY1031_MARKER: DR = REFERENCE MARK DISK
 HY1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1031_STAMPING: I-64 T-110 NO 2 1969
 HY1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1031+STABILITY: SURFACE MOTION
 HY1031
 HY1031  HISTORY     - Date     Condition        Report By
 HY1031  HISTORY     - 1969     MONUMENTED       PAS
 HY1031
 HY1031                          STATION DESCRIPTION
 HY1031
 HY1031'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1031'2.3 MI ESE FROM CANNONSBURG.
 HY1031'ABOUT 2.15 MILES EAST ALONG INTERSTATE ROUTE 64 FROM THE
 HY1031'INTERSTATE 64 AND STATE HIGHWAY 180 INTERCHANGE, WHICH IS ABOUT
 HY1031'1 3/4 MILES SOUTH OF CANNONSBURG.  ABOUT 0.6 MILE EAST OF MILE
 HY1031'POST 188, APPROXIMATELY 150 FEET SOUTH OF THE CENTER OF EAST
 HY1031'BOUND LANE, 54 FEET NORTH OF A 24-INCH OAK TREE AND 10 FEET
 HY1031'SOUTH OF EDGE OF CUT.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 HY1031'TABLET SET IN TOP OF CONCRETE PROJECTING 3 INCHES AND STAMPED
 HY1031'I-64 T-110 NO. 2 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1039 ***********************************************************************
 HY1039  DESIGNATION -  I64 T 111
 HY1039  PID         -  HY1039
 HY1039  STATE/COUNTY-  KY/BOYD
 HY1039  USGS QUAD   -  CATLETTSBURG (1985)
 HY1039
 HY1039                         *CURRENT SURVEY CONTROL
 HY1039  ___________________________________________________________________
 HY1039* NAD 83(1993)-  38 22 51.36254(N)    082 35 44.13204(W)     ADJUSTED  
 HY1039* NAVD 88     -       187.043  (meters)     613.66   (feet)  ADJUSTED  
 HY1039  ___________________________________________________________________
 HY1039  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 HY1039  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HY1039  DYNAMIC HT  -         186.917 (meters)     613.24  (feet)  COMP
 HY1039  MODELED GRAV-     979,950.5   (mgal)                       NAVD 88
 HY1039
 HY1039  HORZ ORDER  -  SECOND
 HY1039  VERT ORDER  -  SECOND    CLASS 0
 HY1039
 HY1039.The horizontal coordinates were established by classical geodetic methods
 HY1039.and adjusted by the National Geodetic Survey in December 1995..
 HY1039
 HY1039.The orthometric height was determined by differential leveling
 HY1039.and adjusted by the National Geodetic Survey in June 1991..
 HY1039
 HY1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1039
 HY1039.The geoid height was determined by GEOID03.
 HY1039
 HY1039.The dynamic height is computed by dividing the NAVD 88
 HY1039.geopotential number by the normal gravity value computed on the
 HY1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1039.degrees latitude (g = 980.6199 gals.).
 HY1039
 HY1039.The modeled gravity was interpolated from observed gravity values.
 HY1039
 HY1039;                    North         East     Units Scale Factor Converg.
 HY1039;SPC KY1Z     - 1,231,908.801 1,775,552.083   MT  0.99994363   +1 56 12.1
 HY1039;SPC KY1Z     - 4,041,687.46  5,825,290.46   sFT  0.99994363   +1 56 12.1
 HY1039;SPC KY N     -    99,079.118   644,542.738   MT  0.99996321   +1 01 45.0
 HY1039;SPC KY N     -   325,062.07  2,114,637.30   sFT  0.99996321   +1 01 45.0
 HY1039;UTM  17      - 4,249,286.850   360,634.845   MT  0.99983920   -0 59 27.0
 HY1039
 HY1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1039!SPC KY1Z     -   0.99997582  x   0.99994363  =   0.99991945
 HY1039!SPC KY N     -   0.99997582  x   0.99996321  =   0.99993903
 HY1039!UTM  17      -   0.99997582  x   0.99983920  =   0.99981502
 HY1039
 HY1039|---------------------------------------------------------------------|
 HY1039| PID    Reference Object                     Distance      Geod. Az  |
 HY1039|                                                           dddmmss.s |
 HY1039| HY1037 I64 T 111 RM 1                        4.807 METERS 05852     |
 HY1039| HY1036 I64 T 111 AZ MK                                    2635404.1 |
 HY1039| HY1038 I64 T 111 RM 2                       11.348 METERS 32536     |
 HY1039|---------------------------------------------------------------------|
 HY1039
 HY1039                          SUPERSEDED SURVEY CONTROL
 HY1039
 HY1039  NAD 83(1986)-  38 22 51.36841(N)    082 35 44.13233(W) AD(       ) 2
 HY1039  NAD 27      -  38 22 51.06593(N)    082 35 44.55471(W) AD(       ) 2
 HY1039  NGVD 29 (??/??/92)  187.224  (m)          614.25   (f) ADJ UNCH    2 0
 HY1039
 HY1039.Superseded values are not recommended for survey control.
 HY1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1039.See file dsdata.txt to determine how the superseded data were derived.
 HY1039
 HY1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC6063549287(NAD 83)
 HY1039_MARKER: DD = SURVEY DISK
 HY1039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1039_SP_SET: BRIDGE CURB
 HY1039_STAMPING: I-64 T-111 1969
 HY1039_MARK LOGO: KYHD  
 HY1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1039
 HY1039  HISTORY     - Date     Condition        Report By
 HY1039  HISTORY     - 1969     MONUMENTED       KYHD
 HY1039  HISTORY     - 1969     GOOD             PAS
 HY1039  HISTORY     - 1975     GOOD             NGS
 HY1039  HISTORY     - 1979     GOOD             NGS
 HY1039  HISTORY     - 20000424 MARK NOT FOUND   KYDT
 HY1039
 HY1039                          STATION DESCRIPTION
 HY1039
 HY1039'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1969 (LW)
 HY1039'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF CATLETTSBURG.  AT THE
 HY1039'SOUTHWEST END OF BRIDGE OF EAST BOUND LANE OF INTERSTATE ROUTE 64
 HY1039'OVER BIG SANDY RIVER.  IT IS NEAR THE KENTUCKY WEST VIRGINIA STATE
 HY1039'LINE.
 HY1039'
 HY1039'TO REACH THE STATION FROM THE INTERSTATE 64 AND U.S. HIGHWAY 23
 HY1039'INTERCHANGE (ABOUT 1-1/2 MILES SOUTH SOUTHWEST OF CATLETTSBURG), GO
 HY1039'EAST ON INTERSTATE ROUTE 64 FOR 0.6 MILE TO STATION ON RIGHT AT
 HY1039'SOUTHWEST CORNER OF BRIDGE.
 HY1039'
 HY1039'STATION MARK IS 18-1/2 FEET SOUTH OF THE CENTER OF EAST BOUND LANE,
 HY1039'10.6 FEET NORTHEAST OF THE SOUTHWEST END OF BRIDGE CURBING AND 5-1/2
 HY1039'FEET SOUTH OF SOUTHEAST END OF METAL GUARD RAIL.  THE MARK IS SET
 HY1039'IN DRILL HOLE IN THE SOUTH BRIDGE CURBING AND THE DISK IS STAMPED I
 HY1039'64 T 111 1969.
 HY1039'
 HY1039'REFERENCE MARK NO.1 IS NORTHEAST OF STATION, 15.6 FEET SOUTH OF THE
 HY1039'CENTER OF EAST BOUND LANE AND 1-1/2 FEET NORTH OF METAL HAND RAIL.
 HY1039'THE MARK IS SET IN DRILL HOLE IN THE SOUTH BRIDGE CURBING AND THE
 HY1039'DISK IS STAMPED I-64 T-111 NO.1 1969.
 HY1039'
 HY1039'REFERENCE MARK NO.2 IS NORTHWEST OF STATION, 17 FEET NORTH OF THE
 HY1039'CENTER OF EAST BOUND LANE AND 0.7 FOOT EAST OF THE END OF METAL GUARD
 HY1039'RAIL.  THE MARK IS SET IN DRILL HOLE IN THE NORTHWEST END OF BRIDGE
 HY1039'CURBING AND THE DISK IS STAMPED I-64 T-111 NO.2 1969.
 HY1039'
 HY1039'AZIMUTH MARK IS ABOUT 0.6 MILE WEST OF STATION.  IT IS LOCATED AT THE
 HY1039'SOUTH END OF OVERPASS AT THE INTERSTATE 64 AND U.S. HIGHWAY 23
 HY1039'INTERCHANGE.  19.8 FEET EAST OF THE CENTER OF U.S. HIGHWAY 23 AND 4.8
 HY1039'FEET SOUTHEAST OF END OF METAL GUARD RAIL.  THE MARK IS SET IN DRILL
 HY1039'HOLE IN THE SOUTHEAST END OF BRIDGE CURBING AND THE DISK IS STAMPED
 HY1039'I-64 T-111 1969.
 HY1039'
 HY1039'STATION, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY DEPARTMENT OF
 HY1039'HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 HY1039'
 HY1039'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 HY1039
 HY1039                          STATION RECOVERY (1969)
 HY1039
 HY1039'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1039'1.5 MI S FROM CATLETTSBURG.
 HY1039'ABOUT 0.6 MILE EAST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HY1039'64 AND U.S. HIGHWAY 23 INTERCHANGE, WHICH IS ABOUT 1 1/2 MILES
 HY1039'SOUTH-SOUTHWEST OF CATLETTSBURG AT THE SOUTHWEST END OF BRIDGE
 HY1039'OF EAST BOUND LANE OVER BIG SANDY RIVER, NEAR THE KENTUCKY - WEST
 HY1039'VIRGINIA STATE LINE.  18 1/2 FEET SOUTH OF THE CENTER OF EAST
 HY1039'BOUND LANE, 10.6 FEET NORTHEAST OF THE SOUTHWEST END OF BRIDGE
 HY1039'CURBING AND 5 1/2 FEET SOUTH OF THE SOUTHEAST END OF METAL GUARD
 HY1039'RAIL.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 HY1039'DRILL HOLE IN THE SOUTH BRIDGE CURBING AND STAMPED I-64 T-111
 HY1039'1969.
 HY1039
 HY1039                          STATION RECOVERY (1975)
 HY1039
 HY1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JBN)
 HY1039'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE
 HY1039'1969 DESCRIPTION ADEQUATE FOR RECOVERY.
 HY1039'
 HY1039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES SOUTH
 HY1039'CATLETTSBURG.
 HY1039
 HY1039                          STATION RECOVERY (1979)
 HY1039
 HY1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (TM)
 HY1039'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 HY1039'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HY1039'
 HY1039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES SOUTH OF
 HY1039'CATLETTSBURG.
 HY1039
 HY1039                          STATION RECOVERY (2000)
 HY1039
 HY1039'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY1039'WEST VIRGINIA DOT DID BRIDGE MAINTENANCE ( NEW DECK, BARRIER WALLS,
 HY1039'ETC.) AT THIS LOCATION IN 1998. NO RESET MARKS COULD BE FOUND,
 HY1039'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1036 ***********************************************************************
 HY1036  DESIGNATION -  I64 T 111 AZ MK
 HY1036  PID         -  HY1036
 HY1036  STATE/COUNTY-  KY/BOYD
 HY1036  USGS QUAD   -  CATLETTSBURG (1985)
 HY1036
 HY1036                         *CURRENT SURVEY CONTROL
 HY1036  ___________________________________________________________________
 HY1036* NAD 83(1986)-  38 22 47.     (N)    082 36 24.     (W)     SCALED    
 HY1036* NAVD 88     -       178.911  (meters)     586.98   (feet)  ADJUSTED  
 HY1036  ___________________________________________________________________
 HY1036  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY1036  DYNAMIC HT  -         178.790 (meters)     586.58  (feet)  COMP
 HY1036  MODELED GRAV-     979,951.2   (mgal)                       NAVD 88
 HY1036
 HY1036  VERT ORDER  -  SECOND    CLASS 0
 HY1036
 HY1036.The horizontal coordinates were scaled from a topographic map and have
 HY1036.an estimated accuracy of +/- 6 seconds.
 HY1036
 HY1036.The orthometric height was determined by differential leveling
 HY1036.and adjusted by the National Geodetic Survey in June 1991..
 HY1036
 HY1036.The geoid height was determined by GEOID03.
 HY1036
 HY1036.The dynamic height is computed by dividing the NAVD 88
 HY1036.geopotential number by the normal gravity value computed on the
 HY1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1036.degrees latitude (g = 980.6199 gals.).
 HY1036
 HY1036.The modeled gravity was interpolated from observed gravity values.
 HY1036
 HY1036;                    North         East    Units  Estimated Accuracy
 HY1036;SPC KY1Z     - 1,231,740.    1,774,590.      MT  (+/- 180 meters Scaled)
 HY1036
 HY1036                          SUPERSEDED SURVEY CONTROL
 HY1036
 HY1036  NGVD 29 (??/??/92)  179.092  (m)          587.57   (f) ADJ UNCH    2 0
 HY1036
 HY1036.Superseded values are not recommended for survey control.
 HY1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1036.See file dsdata.txt to determine how the superseded data were derived.
 HY1036
 HY1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC596491(NAD 83)
 HY1036_MARKER: DZ = AZIMUTH MARK DISK
 HY1036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1036_SP_SET: BRIDGE CURB
 HY1036_STAMPING: I-64 T-111 1969
 HY1036_MARK LOGO: KYHD  
 HY1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1036
 HY1036  HISTORY     - Date     Condition        Report By
 HY1036  HISTORY     - 1969     MONUMENTED       KYHD
 HY1036
 HY1036                          STATION DESCRIPTION
 HY1036
 HY1036'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1969
 HY1036'1.5 MI SSW FROM CATLETTSBURG.
 HY1036'MARK IS LOCATED AT THE SOUTH END OF OVERPASS AT THE INTERSTATE
 HY1036'64 AND U.S. HIGHWAY 23 INTERCHANGE, WHICH IS ABOUT 1 1/2 MILES
 HY1036'SOUTH-SOUTHWEST OF CATLETTSBURG.  19.8 FEET EAST OF THE CENTER
 HY1036'OF U.S. HIGHWAY 23 AND 4.8 FEET SOUTHEAST OF END OF METAL GUARD
 HY1036'RAIL.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 HY1036'DRILL HOLE IN THE SOUTHEAST END OF BRIDGE CURBING AND STAMPED
 HY1036'I-64 T-111 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ1578 ***********************************************************************
 AJ1578  DESIGNATION -  I64 T 111 AZ MK RESET
 AJ1578  PID         -  AJ1578
 AJ1578  STATE/COUNTY-  KY/BOYD
 AJ1578  USGS QUAD   -  CATLETTSBURG (1985)
 AJ1578
 AJ1578                         *CURRENT SURVEY CONTROL
 AJ1578  ___________________________________________________________________
 AJ1578* NAD 83(1986)-  38 22 47.     (N)    082 36 24.     (W)     SCALED    
 AJ1578* NAVD 88     -       179.31   (meters)     588.3    (feet)  RESET     
 AJ1578  ___________________________________________________________________
 AJ1578  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AJ1578
 AJ1578  VERT ORDER  -  THIRD
 AJ1578
 AJ1578.The horizontal coordinates were scaled from a topographic map and have
 AJ1578.an estimated accuracy of +/- 6 seconds.
 AJ1578
 AJ1578.The orthometric height was computed from unverified reset data.
 AJ1578.No vertical observational check was made to the station.
 AJ1578
 AJ1578.The geoid height was determined by GEOID03.
 AJ1578
 AJ1578;                    North         East    Units  Estimated Accuracy
 AJ1578;SPC KY1Z     - 1,231,740.    1,774,590.      MT  (+/- 180 meters Scaled)
 AJ1578
 AJ1578                          SUPERSEDED SURVEY CONTROL
 AJ1578
 AJ1578.No superseded survey control is available for this station.
 AJ1578
 AJ1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC596491(NAD 83)
 AJ1578_MARKER: DV = VERTICAL CONTROL DISK
 AJ1578_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ1578_SP_SET: BRIDGE ABUTMENT
 AJ1578_STAMPING: I64 T 111 AZ EL RESET 2000
 AJ1578_MARK LOGO: NGS   
 AJ1578_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1578
 AJ1578  HISTORY     - Date     Condition        Report By
 AJ1578  HISTORY     - 2000     MONUMENTED       KYDT
 AJ1578
 AJ1578                          STATION DESCRIPTION
 AJ1578
 AJ1578'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 AJ1578'LOCATED AT THE SOUTH END OF OVERPASS AT THE I 64 AND US 23 INTERCHANGE
 AJ1578'(EXIT 191) , WHICH IS ABOUT 1.5 MILES (2.4 KM) SOUTH SOUTHWEST OF
 AJ1578'CATLETTSBURG.  A STANDARD VERTICAL DISK SET IN A DRILL HOLE IN THE
 AJ1578'CENTER RAISED MEDIAN OF THE SOUTH ABUTMENT OF A 250 FOOT (76.2 M)
 AJ1578'CONCRETE BRIDGE, ABOUT 0.6 FEET (18.3 CM) ABOVE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1037 ***********************************************************************
 HY1037  DESIGNATION -  I64 T 111 RM 1
 HY1037  PID         -  HY1037
 HY1037  STATE/COUNTY-  KY/BOYD
 HY1037  USGS QUAD   -  CATLETTSBURG (1985)
 HY1037
 HY1037                         *CURRENT SURVEY CONTROL
 HY1037  ___________________________________________________________________
 HY1037* NAD 83(1986)-  38 22 51.     (N)    082 35 45.     (W)     SCALED    
 HY1037* NAVD 88     -       187.163  (meters)     614.05   (feet)  ADJUSTED  
 HY1037  ___________________________________________________________________
 HY1037  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HY1037  DYNAMIC HT  -         187.037 (meters)     613.64  (feet)  COMP
 HY1037  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 HY1037
 HY1037  VERT ORDER  -  SECOND    CLASS 0
 HY1037
 HY1037.The horizontal coordinates were scaled from a topographic map and have
 HY1037.an estimated accuracy of +/- 6 seconds.
 HY1037
 HY1037.The orthometric height was determined by differential leveling
 HY1037.and adjusted by the National Geodetic Survey in June 1991..
 HY1037
 HY1037.The geoid height was determined by GEOID03.
 HY1037
 HY1037.The dynamic height is computed by dividing the NAVD 88
 HY1037.geopotential number by the normal gravity value computed on the
 HY1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1037.degrees latitude (g = 980.6199 gals.).
 HY1037
 HY1037.The modeled gravity was interpolated from observed gravity values.
 HY1037
 HY1037;                    North         East    Units  Estimated Accuracy
 HY1037;SPC KY1Z     - 1,231,900.    1,775,530.      MT  (+/- 180 meters Scaled)
 HY1037
 HY1037                          SUPERSEDED SURVEY CONTROL
 HY1037
 HY1037  NGVD 29 (??/??/92)  187.345  (m)          614.65   (f) ADJ UNCH    2 0
 HY1037
 HY1037.Superseded values are not recommended for survey control.
 HY1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1037.See file dsdata.txt to determine how the superseded data were derived.
 HY1037
 HY1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC606492(NAD 83)
 HY1037_MARKER: DR = REFERENCE MARK DISK
 HY1037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1037_SP_SET: BRIDGE CURB
 HY1037_STAMPING: I-64 T-111 NO 1
 HY1037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1037
 HY1037  HISTORY     - Date     Condition        Report By
 HY1037  HISTORY     - 1969     MONUMENTED       PAS
 HY1037  HISTORY     - 20000424 MARK NOT FOUND   KYDT
 HY1037
 HY1037                          STATION DESCRIPTION
 HY1037
 HY1037'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1037'1.5 MI S FROM CATLETTSBURG.
 HY1037'ABOUT 0.6 MILE EAST ALONG INTERSTATE ROUTE 64 FROM THE
 HY1037'INTERSTATE 64 AND U.S. HIGHWAY 23 INTERCHANGE, WHICH IS ABOUT
 HY1037'1 1/2 MILES SOUTH-SOUTHWEST OF CATLETTSBURG.  IT IS NEAR THE
 HY1037'SOUTHWEST END OF BRIDGE OF EAST BOUND LANE OVER BIG SANDY RIVER,
 HY1037'NEAR THE KENTUCKY - WEST VIRGINIA STATE LINE.  15.6 FEET
 HY1037'SOUTH OF THE CENTER OF EAST BOUND LANE AND 1 1/2 FEET NORTH OF
 HY1037'METAL HAND RAIL.  A KENTUCK DEPARTMENT OF HIGHWAYS SURVEY TABLET
 HY1037'SET IN DRILL HOLE IN THE SOUTH BRIDGE CURBING AND STAMPED I-64
 HY1037'T-111 NO. 1 1969.
 HY1037
 HY1037                          STATION RECOVERY (2000)
 HY1037
 HY1037'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY1037'WEST VIRGINIA DOT DID BRIDGE MAINTENANCE ( NEW DECK, BARRIER WALLS,
 HY1037'ETC.) AT THIS LOCATION IN 1998. NO RESET MARKS COULD BE FOUND,
 HY1037'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1038 ***********************************************************************
 HY1038  DESIGNATION -  I64 T 111 RM 2
 HY1038  PID         -  HY1038
 HY1038  STATE/COUNTY-  KY/BOYD
 HY1038  USGS QUAD   -  CATLETTSBURG (1985)
 HY1038
 HY1038                         *CURRENT SURVEY CONTROL
 HY1038  ___________________________________________________________________
 HY1038* NAD 83(1986)-  38 22 51.     (N)    082 35 45.     (W)     SCALED    
 HY1038* NAVD 88     -       186.949  (meters)     613.35   (feet)  ADJUSTED  
 HY1038  ___________________________________________________________________
 HY1038  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HY1038  DYNAMIC HT  -         186.823 (meters)     612.94  (feet)  COMP
 HY1038  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 HY1038
 HY1038  VERT ORDER  -  SECOND    CLASS 0
 HY1038
 HY1038.The horizontal coordinates were scaled from a topographic map and have
 HY1038.an estimated accuracy of +/- 6 seconds.
 HY1038
 HY1038.The orthometric height was determined by differential leveling
 HY1038.and adjusted by the National Geodetic Survey in June 1991..
 HY1038
 HY1038.The geoid height was determined by GEOID03.
 HY1038
 HY1038.The dynamic height is computed by dividing the NAVD 88
 HY1038.geopotential number by the normal gravity value computed on the
 HY1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1038.degrees latitude (g = 980.6199 gals.).
 HY1038
 HY1038.The modeled gravity was interpolated from observed gravity values.
 HY1038
 HY1038;                    North         East    Units  Estimated Accuracy
 HY1038;SPC KY1Z     - 1,231,900.    1,775,530.      MT  (+/- 180 meters Scaled)
 HY1038
 HY1038                          SUPERSEDED SURVEY CONTROL
 HY1038
 HY1038  NGVD 29 (??/??/92)  187.130  (m)          613.94   (f) ADJ UNCH    2 0
 HY1038
 HY1038.Superseded values are not recommended for survey control.
 HY1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1038.See file dsdata.txt to determine how the superseded data were derived.
 HY1038
 HY1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC606492(NAD 83)
 HY1038_MARKER: DR = REFERENCE MARK DISK
 HY1038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1038_SP_SET: BRIDGE CURB
 HY1038_STAMPING: I-64 T-111 NO 2
 HY1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1038
 HY1038  HISTORY     - Date     Condition        Report By
 HY1038  HISTORY     - 1969     MONUMENTED       PAS
 HY1038  HISTORY     - 20000424 MARK NOT FOUND   KYDT
 HY1038
 HY1038                          STATION DESCRIPTION
 HY1038
 HY1038'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1969
 HY1038'1.5 MI S FROM CATLETTSBURG.
 HY1038'ABOUT 0.6 MILE EAST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HY1038'64 AND U.S. HIGHWAY 23 INTERCHANGE, WHICH IS ABOUT 1 1/2 MILES
 HY1038'SOUTH-SOUTHWEST OF CATLETTSBURG.  IT IS AT THE NORTHWEST END OF
 HY1038'BRIDGE OF EAST BOUND LANE OVER BIG SANDY RIVER, NEAR THE
 HY1038'KENTUCKY-WEST VIRGINIA STATE LINE.  17 FEET NORTH OF THE CENTER
 HY1038'OF EAST BOUND LANE AND 0.7 FOOT EAST OF THE END OF METAL GUARD
 HY1038'RAIL.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 HY1038'DRILL HOLE IN THE NORTHWEST END OF BRIDGE CURBING AND STAMPED
 HY1038'I-64 T-111 NO. 2 1969.
 HY1038
 HY1038                          STATION RECOVERY (2000)
 HY1038
 HY1038'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY1038'WEST VIRGINIA DOT DID BRIDGE MAINTENANCE ( NEW DECK, BARRIER WALLS,
 HY1038'ETC.) AT THIS LOCATION IN 1998. NO RESET MARKS COULD BE FOUND,
 HY1038'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1257 ***********************************************************************
 HZ1257  DESIGNATION -  I64 T 12
 HZ1257  PID         -  HZ1257
 HZ1257  STATE/COUNTY-  KY/SHELBY
 HZ1257  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1257
 HZ1257                         *CURRENT SURVEY CONTROL
 HZ1257  ___________________________________________________________________
 HZ1257* NAD 83(1993)-  38 12 31.51121(N)    085 21 15.26185(W)     ADJUSTED  
 HZ1257* NAVD 88     -       247.954  (meters)     813.50   (feet)  ADJUSTED  
 HZ1257  ___________________________________________________________________
 HZ1257  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 HZ1257  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HZ1257  DYNAMIC HT  -         247.781 (meters)     812.93  (feet)  COMP
 HZ1257  MODELED GRAV-     979,924.5   (mgal)                       NAVD 88
 HZ1257
 HZ1257  HORZ ORDER  -  SECOND
 HZ1257  VERT ORDER  -  SECOND    CLASS 0
 HZ1257
 HZ1257.The horizontal coordinates were established by classical geodetic methods
 HZ1257.and adjusted by the National Geodetic Survey in December 1995..
 HZ1257
 HZ1257.The orthometric height was determined by differential leveling
 HZ1257.and adjusted by the National Geodetic Survey in June 1991..
 HZ1257
 HZ1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1257
 HZ1257.The geoid height was determined by GEOID03.
 HZ1257
 HZ1257.The dynamic height is computed by dividing the NAVD 88
 HZ1257.geopotential number by the normal gravity value computed on the
 HZ1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1257.degrees latitude (g = 980.6199 gals.).
 HZ1257
 HZ1257.The modeled gravity was interpolated from observed gravity values.
 HZ1257
 HZ1257;                    North         East     Units Scale Factor Converg.
 HZ1257;SPC KY1Z     - 1,208,213.678 1,534,659.043   MT  0.99992172   +0 14 34.7
 HZ1257;SPC KY1Z     - 3,963,947.71  5,034,960.54   sFT  0.99992172   +0 14 34.7
 HZ1257;SPC KY N     -    79,248.844   403,292.518   MT  0.99997220   -0 41 12.9
 HZ1257;SPC KY N     -   260,002.25  1,323,135.54   sFT  0.99997220   -0 41 12.9
 HZ1257;UTM  16      - 4,230,257.193   644,087.529   MT  0.99985569   +1 01 05.2
 HZ1257
 HZ1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1257!SPC KY1Z     -   0.99996633  x   0.99992172  =   0.99988806
 HZ1257!SPC KY N     -   0.99996633  x   0.99997220  =   0.99993854
 HZ1257!UTM  16      -   0.99996633  x   0.99985569  =   0.99982203
 HZ1257
 HZ1257:                Primary Azimuth Mark                     Grid Az
 HZ1257:SPC KY1Z     -  I64 T 12 AZ MK                           096 57 55.0
 HZ1257:SPC KY N     -  I64 T 12 AZ MK                           097 53 42.6
 HZ1257:UTM  16      -  I64 T 12 AZ MK                           096 11 24.5
 HZ1257
 HZ1257|---------------------------------------------------------------------|
 HZ1257| PID    Reference Object                     Distance      Geod. Az  |
 HZ1257|                                                           dddmmss.s |
 HZ1257| HZ1259 I64 T 12 AZ MK                                     0971229.7 |
 HZ1257| HZ1256 I64 T 12 RM 1                        15.863 METERS 11518     |
 HZ1257| HZ1258 I64 L 23                             19.370 METERS 15425     |
 HZ1257|---------------------------------------------------------------------|
 HZ1257
 HZ1257                          SUPERSEDED SURVEY CONTROL
 HZ1257
 HZ1257  NAD 83(1986)-  38 12 31.51522(N)    085 21 15.25805(W) AD(       ) 2
 HZ1257  NAD 27      -  38 12 31.24269(N)    085 21 15.42158(W) AD(       ) 2
 HZ1257  NGVD 29 (??/??/92)  248.105  (m)          813.99   (f) ADJ UNCH    2 0
 HZ1257
 HZ1257.Superseded values are not recommended for survey control.
 HZ1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1257.See file dsdata.txt to determine how the superseded data were derived.
 HZ1257
 HZ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4408830257(NAD 83)
 HZ1257_MARKER: DD = SURVEY DISK
 HZ1257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1257_SP_SET: MONUMENT
 HZ1257_STAMPING: I-64 T-12 1966
 HZ1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1257
 HZ1257  HISTORY     - Date     Condition        Report By
 HZ1257  HISTORY     - 1966     MONUMENTED       KYHD
 HZ1257  HISTORY     - 1970     GOOD             NGS
 HZ1257  HISTORY     - 1970     GOOD             NGS
 HZ1257
 HZ1257                          STATION DESCRIPTION
 HZ1257
 HZ1257'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ1257'STATION IS LOCATED ABOUT 1 MILE SOUTH OF SIMPSONVILLE, ON INTERSTATE
 HZ1257'ROUTE 64 RIGHT-OF-WAY.  IT IS SET IN THE MEDIAN AND JUST WEST OF A
 HZ1257'DUAL OVERPASS OVER THE SOUTHERN RAILROAD.
 HZ1257'
 HZ1257'TO REACH THE STATION FROM THE INTERSTATE ROUTE 64 AND STATE HIGHWAY
 HZ1257'1848 INTERCHANGE, ABOUT 1 MILE SOUTH OF SIMPSONVILLE, GO WEST ON
 HZ1257'INTERSTATE ROUTE 64 FOR 0.35 MILE TO FOUR LANE OVERPASS OVER
 HZ1257'SOUTHERN RAILROAD AND STATION IN MEDIAN JUST WEST OF OVERPASS.
 HZ1257'
 HZ1257'STATION MARK IS 52 FEET SOUTH OF THE CENTER OF WEST BOUND LANE,
 HZ1257'51-1/2 FEET NORTHWEST OF THE EXTREME NORTHWEST END OF EAST BOUND
 HZ1257'OVERPASS AND 0.8 FOOT NORTHWEST OF THE END POST OF METAL GUARD
 HZ1257'RAIL.  THE MARK IS SET IN TOP OF CONCRETE FLUSH WITH GROUND AND
 HZ1257'STAMPED I 64 T-12 1966.
 HZ1257'
 HZ1257'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION, 19-1/2 FEET NORTH
 HZ1257'OF THE CENTER OF EAST BOUND LANE, 2.6 FEET NORTH OF SOUTHEAST END
 HZ1257'OF METAL GUARD RAIL AND 1.3 FEET SOUTHEAST OF EXTREME NORTHWEST END
 HZ1257'OF BRIDGE.  THE MARK IS SET IN DRILL HOLE IN THE TOP OF THE NORTH
 HZ1257'BRIDGE CURBING OF EAST BOUND OVERPASS AND STAMPED I 64 T-12 NO. 1
 HZ1257'1966.
 HZ1257'
 HZ1257'BENCH MARK I 64 L-23 1966 WAS USED FOR REFERENCE MARK NO. 2.  IT IS
 HZ1257'SOUTH-SOUTHEAST OF STATION, 18-1/2 FEET SOUTH OF THE CENTER OF EAST
 HZ1257'BOUND LANE, 3.3 FEET SOUTHEAST OF EAST END OF METAL GUARD RAIL AND
 HZ1257'2.6 FEET NORTHEAST OF SOUTHWEST END OF OVERPASS.  A KENTUCKY
 HZ1257'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN SOUTH
 HZ1257'BRIDGE CURBING AND STAMPED I 64 L-23 1966.
 HZ1257'
 HZ1257'AZIMUTH MARK IS ABOUT 0.35 MILE EAST OF STATION.  AT THE
 HZ1257'SIMPSONVILLE INTERCHANGE (STATE HIGHWAY 1848).  AT THE NORTHWEST
 HZ1257'CORNER OF BRIDGE OVER INTERSTATE ROUTE 64, 17-1/2 FEET WEST OF THE
 HZ1257'CENTER OF STATE HIGHWAY 1848, 5 FEET SOUTH OF SOUTH END OF METAL
 HZ1257'GUARD RAIL AND 4.3 FEET SOUTHEAST OF EXTREME NORTHWEST END OF
 HZ1257'OVERPASS.  THE MARK IS SET IN DRILL HOLE IN THE TOP OF WEST
 HZ1257'BRIDGE CURBING AND STAMPED I 64 T-12 1966.
 HZ1257'
 HZ1257'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ1257'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 HZ1257'
 HZ1257'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 HZ1257
 HZ1257                          STATION RECOVERY (1970)
 HZ1257
 HZ1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HZ1257'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HZ1257'CONDITION.  DUE TO SAFETY CONSTRUCTION ALONG INTERSTATE ROUTE 64,
 HZ1257'THE STATION MARK WILL BE COVERED BY ABOUT 8 INCHES OF DIRT, BUT
 HZ1257'THE MARK WILL IN NO WAY BE DISTURBED.  THE STATION WAS OCCUPIED
 HZ1257'AND THE HORIZONTAL ANGLE OBSERVED BETWEEN THE AZIMUTH MARK AND THE
 HZ1257'REFERENCE MARKS AND THE ANGLE CHECKED THE 1966 OBSERVATIONS
 HZ1257'WELL WITHIN THE REQUIRED LIMITS.  THE HORIZONTAL DISTANCE
 HZ1257'BETWEEN THE STATION AND THE REFERENCE MARKS WERE CHECKED AND
 HZ1257'THE 1966 DISTANCES VERIFIED.
 HZ1257'
 HZ1257'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HZ1257'
 HZ1257'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF SIMPSONVILLE, ABOUT
 HZ1257'0.35 OF A MILE WEST OF THE INTERSTATE ROUTE 64 AND STATE ROUTE 1848
 HZ1257'INTERCHANGE, JUST WEST OF THE DUAL OVERPASS OVER THE SOUTHERN
 HZ1257'RAILROAD, AND NEAR THE SOUTH EDGE OF THE MEDIAN BETWEEN EAST AND
 HZ1257'WEST BOUND LANES OF THE INTERSTATE.
 HZ1257'
 HZ1257'TO REACH THE STATION FROM THE INTERSTATE ROUTE 64 AND STATE ROUTE
 HZ1257'1884 INTERCHANGE SOUTH-SOUTHEAST OF SIMPSONVILLE, GO WESTERLY ON
 HZ1257'INTERSTATE ROUTE 64 FOR 0.35 OF A MILE TO THE SOUTHERN RAILROAD
 HZ1257'OVERPASS BRIDGE AND THE MARK ON THE LEFT AS DESCRIBED.
 HZ1257'
 HZ1257'THE STATION IS 74 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HZ1257'WEST BOUND LANES OVERPASS BRIDGE, 60 FEET SOUTH-SOUTHWEST OF THE
 HZ1257'CENTER OF A DRAIN GRILL ON THE SOUTH SHOULDER OF THE WEST BOUND
 HZ1257'LANES, 52 FEET SOUTH OF THE APPROXIMATE CENTER OF THE WEST BOUND
 HZ1257'TRAFFICE LANES, 32 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 HZ1257'EAST BOUND TRAFFIC LANES, 32 FEET WEST-NORTHWEST OF THE CENTER OF
 HZ1257'A DRAIN GRILL ON THE NORTH SHOULDER OF THE EAST BOUND LANES, AND
 HZ1257'0.6 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 HZ1257'STANDARD KENTUCKY DEPARTMENT OF HIGHWAYS STATION MARK DISK SET IN THE
 HZ1257'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 8 INCHES BELOW THE
 HZ1257'SURFACE AND THE DISK IS STAMPED I 64 T-12 1966.
 HZ1257'
 HZ1257'REFERENCE MARK NO. 1 IS 19.5 FEET NORTH OF THE APPROXIMATE CENTER
 HZ1257'OF THE EAST BOUND TRAFFIC LANES, 2.6 FEET NORTH OF THE END OF A
 HZ1257'METAL GUARDRAIL, AND 1.3 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 HZ1257'CONCRETE OVERPASS.  IT IS A STANDARD KENTUCKY DEPARTMENT OF
 HZ1257'HIGHWAYS REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF
 HZ1257'THE NORTH BRIDGE CURBING OF THE EAST BOUND OVERPASS AND THE DISK IS
 HZ1257'STAMPED I 64 T-12 NO 1 1966.
 HZ1257'
 HZ1257'BENCH MARK I 64 L-23 WAS USED AS A REFERENCE MARK AT THIS
 HZ1257'STATION.  IT IS 18.5 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 HZ1257'EAST BOUND TRAFFIC LANES, 3.3 FEET SOUTHEAST OF THE EAST END OF A
 HZ1257'METAL GUARDRAIL, AND 2.6 FEET NORTHEAST OF THE SOUTHWEST END OF
 HZ1257'THE CONCRETE OVERPASS.  IT IS A STANDARD KENTUCKY DEPARTMENT
 HZ1257'OF HIGHWAYS BENCH MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF
 HZ1257'THE SOUTH BRIDGE CURBING OF THE EAST BOUND OVERPASS AND THE
 HZ1257'DISK IS STAMPED I 64 L-23 1966.
 HZ1257'
 HZ1257'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 HZ1257'BENCH MARK I 64 L-23 IS 40.19 FEET - 12.248 METERS.
 HZ1257'
 HZ1257'THE AZIMUTH MARK IS LOCATED ABOUT 0.35 OF A MILE EAST OF THE
 HZ1257'STATION IN THE STATE ROUTE 1848 OVERPASS BRIDGE AT THE STATION
 HZ1257'TO-REACH BEGINNING, 17 FEET WEST OF THE APPROXIMATE CENTER OF
 HZ1257'STATE ROUTE 1848, 5 FEET SOUTH OF THE SOUTH END OF A METAL
 HZ1257'GUARDRAIL, AND 4.3 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 HZ1257'CONCRETE OVERPASS STRUCTURE.  IT IS A STANDARD KENTUCKY DEPARTMENT
 HZ1257'OF HIGHWAYS AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP
 HZ1257'OF THE WEST BRIDGE CURBING AND THE DISK IS STAMPED I 64 T-12
 HZ1257'1966.
 HZ1257'
 HZ1257'ALL MARKS AT THIS STATION ARE BENCH MARKS.
 HZ1257'
 HZ1257'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.0 MILE
 HZ1257'SOUTH OF SIMPSONVILLE.
 HZ1257
 HZ1257                          STATION RECOVERY (1970)
 HZ1257
 HZ1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HZ1257'0.9 MI S FROM SIMPSONVILLE.
 HZ1257'IT IS AT I-64 T-12 (KY. HD) 1966 TRAVERSE STATION SITE, ABOUT 0.35
 HZ1257'OF A MILE WEST ALONG INTERSTATE ROUTE 64 FROM THE STATE ROUTE 1848
 HZ1257'INTERCHANGE SOUTH-SOUTHEAST OF SIMPSONVILLE, JUST WEST OF THE DUAL
 HZ1257'OVERPASS OVER THE SOUTHERN RAILROAD, AND NEAR THE SOUTH EDGE OF THE
 HZ1257'INTERSTATE MEDIAN, 74 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HZ1257'WEST BOUND LANES OVERPASS BRIDGE, 63.55 FEET NORTH-NORTHWEST
 HZ1257'OF BENCH MARK I-64 L-23 1966, 60 FEET SOUTH-SOUTHWEST OF THE CENTER
 HZ1257'OF A DRAIN GRILL ON THE SOUTH SHOULDER OF THE WEST BOUND LANES,
 HZ1257'52.05 FEET WEST-NORTHWEST OF I-64 T-12 R.M. NO. 1, 52 FEET SOUTH
 HZ1257'OF THE APPROXIMATE CENTER OF THE WEST BOUND TRAFFIC LANES, 51.5
 HZ1257'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE EAST BOUND LANES
 HZ1257'OVERPASS BRIDGE, 32 FEET NORTH OF THE APPROXIMATE CENTER OF THE EAST
 HZ1257'BOUND TRAFFIC LANES, 32 FEET WEST-NORTHWEST OF THE CENTER OF A
 HZ1257'DRAIN GRILL ON THE NORTH SHOULDER OF THE EAST BOUND LANES, AND 0.6
 HZ1257'OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 HZ1257'KENTUCKY DEPARTMENT OF HIGHWAYS STATION MARK DISK SET IN THE TOP
 HZ1257'OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 8 INCHES BELOW THE
 HZ1257'SURFACE AND THE DISK IS STAMPED I-64 T-12 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1259 ***********************************************************************
 HZ1259  DESIGNATION -  I64 T 12 AZ MK
 HZ1259  PID         -  HZ1259
 HZ1259  STATE/COUNTY-  KY/SHELBY
 HZ1259  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1259
 HZ1259                         *CURRENT SURVEY CONTROL
 HZ1259  ___________________________________________________________________
 HZ1259* NAD 83(1986)-  38 12 31.     (N)    085 20 52.     (W)     SCALED    
 HZ1259* NAVD 88     -       248.527  (meters)     815.38   (feet)  ADJUSTED  
 HZ1259  ___________________________________________________________________
 HZ1259  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HZ1259  DYNAMIC HT  -         248.353 (meters)     814.80  (feet)  COMP
 HZ1259  MODELED GRAV-     979,923.9   (mgal)                       NAVD 88
 HZ1259
 HZ1259  VERT ORDER  -  SECOND    CLASS 0
 HZ1259
 HZ1259.The horizontal coordinates were scaled from a topographic map and have
 HZ1259.an estimated accuracy of +/- 6 seconds.
 HZ1259
 HZ1259.The orthometric height was determined by differential leveling
 HZ1259.and adjusted by the National Geodetic Survey in June 1991..
 HZ1259
 HZ1259.The geoid height was determined by GEOID03.
 HZ1259
 HZ1259.The dynamic height is computed by dividing the NAVD 88
 HZ1259.geopotential number by the normal gravity value computed on the
 HZ1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1259.degrees latitude (g = 980.6199 gals.).
 HZ1259
 HZ1259.The modeled gravity was interpolated from observed gravity values.
 HZ1259
 HZ1259;                    North         East    Units  Estimated Accuracy
 HZ1259;SPC KY1Z     - 1,208,200.    1,535,230.      MT  (+/- 180 meters Scaled)
 HZ1259
 HZ1259                          SUPERSEDED SURVEY CONTROL
 HZ1259
 HZ1259  NGVD 29 (??/??/92)  248.679  (m)          815.87   (f) ADJ UNCH    2 0
 HZ1259
 HZ1259.Superseded values are not recommended for survey control.
 HZ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1259.See file dsdata.txt to determine how the superseded data were derived.
 HZ1259
 HZ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH446302(NAD 83)
 HZ1259_MARKER: DD = SURVEY DISK
 HZ1259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1259_SP_SET: BRIDGE
 HZ1259_STAMPING: I-64 T-12 1966
 HZ1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1259
 HZ1259  HISTORY     - Date     Condition        Report By
 HZ1259  HISTORY     - 1966     MONUMENTED       PAS
 HZ1259  HISTORY     - 1970     GOOD             NGS
 HZ1259
 HZ1259                          STATION DESCRIPTION
 HZ1259
 HZ1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HZ1259'1 MI SSE FROM SIMPSONVILLE.
 HZ1259'AT THE INTERSTATE ROUTE 64 AND STATE ROUTE 1848 INTERCHANGE, ABOUT
 HZ1259'0.35 OF A MILE EAST OF I-64 T-12 (KY. HD) 1966 TRAVERSE STATION
 HZ1259'SITE, ABOUT 0.35 OF A MILE EAST OF THE SOUTHERN RAILROAD, 17 FEET
 HZ1259'WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 1848, 5 FEET SOUTH
 HZ1259'OF THE SOUTH END OF A METAL GUARDRAIL, AND 4.3 FEET EAST OF THE
 HZ1259'NORTHWEST END OF THE CONCRETE OVERPASS STRUCTURE.  IT IS A STANDARD
 HZ1259'KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK CEMENTED IN A
 HZ1259'DRILL HOLE IN THE TOP OF THE WEST BRIDGE CURBING OF THE OVERPASS
 HZ1259'AND THE DISK IS STAMPED I-64 T-12 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1256 ***********************************************************************
 HZ1256  DESIGNATION -  I64 T 12 RM 1
 HZ1256  PID         -  HZ1256
 HZ1256  STATE/COUNTY-  KY/SHELBY
 HZ1256  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1256
 HZ1256                         *CURRENT SURVEY CONTROL
 HZ1256  ___________________________________________________________________
 HZ1256* NAD 83(1986)-  38 12 31.     (N)    085 21 13.     (W)     SCALED    
 HZ1256* NAVD 88     -       248.990  (meters)     816.89   (feet)  ADJUSTED  
 HZ1256  ___________________________________________________________________
 HZ1256  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HZ1256  DYNAMIC HT  -         248.817 (meters)     816.33  (feet)  COMP
 HZ1256  MODELED GRAV-     979,924.5   (mgal)                       NAVD 88
 HZ1256
 HZ1256  VERT ORDER  -  SECOND    CLASS 0
 HZ1256
 HZ1256.The horizontal coordinates were scaled from a topographic map and have
 HZ1256.an estimated accuracy of +/- 6 seconds.
 HZ1256
 HZ1256.The orthometric height was determined by differential leveling
 HZ1256.and adjusted by the National Geodetic Survey in June 1991..
 HZ1256
 HZ1256.The geoid height was determined by GEOID03.
 HZ1256
 HZ1256.The dynamic height is computed by dividing the NAVD 88
 HZ1256.geopotential number by the normal gravity value computed on the
 HZ1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1256.degrees latitude (g = 980.6199 gals.).
 HZ1256
 HZ1256.The modeled gravity was interpolated from observed gravity values.
 HZ1256
 HZ1256;                    North         East    Units  Estimated Accuracy
 HZ1256;SPC KY1Z     - 1,208,200.    1,534,710.      MT  (+/- 180 meters Scaled)
 HZ1256
 HZ1256                          SUPERSEDED SURVEY CONTROL
 HZ1256
 HZ1256  NGVD 29 (??/??/92)  249.142  (m)          817.39   (f) ADJ UNCH    2 0
 HZ1256
 HZ1256.Superseded values are not recommended for survey control.
 HZ1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1256.See file dsdata.txt to determine how the superseded data were derived.
 HZ1256
 HZ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH441302(NAD 83)
 HZ1256_MARKER: DD = SURVEY DISK
 HZ1256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1256_SP_SET: BRIDGE
 HZ1256_STAMPING: I-64 T-12 NO 1 1966
 HZ1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1256
 HZ1256  HISTORY     - Date     Condition        Report By
 HZ1256  HISTORY     - 1966     MONUMENTED       PAS
 HZ1256  HISTORY     - 1970     GOOD             NGS
 HZ1256
 HZ1256                          STATION DESCRIPTION
 HZ1256
 HZ1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HZ1256'0.9 MI S FROM SIMPSONVILLE.
 HZ1256'IT IS AT THE I-64 T-12 (KY. HD) 1966 TRAVERSE STATION SITE, 52.05
 HZ1256'FEET EAST-SOUTHEAST OF I-64 T-12 1966, 40.19 FEET NORTH OF I-64
 HZ1256'L-23 1966, 19.5 FEET NORTH OF THE APPROXIMATE CENTER OF THE EAST
 HZ1256'BOUND TRAFFIC LANES, 2.6 FEET NORTH OF THE END OF A METAL GUARDRAIL,
 HZ1256'AND 1.3 FEET SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE
 HZ1256'OVERPASS.  IT IS A STANDARD KENTUCKY DEPATMENT OF HIGHWAYS REFERENCE
 HZ1256'MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH BRIDGE
 HZ1256'CURBING OF THE EAST BOUND OVERPASS AND THE DISK IS STAMPED I-64
 HZ1256'T-12 NO 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1264 ***********************************************************************
 HZ1264  DESIGNATION -  I64 T 13
 HZ1264  PID         -  HZ1264
 HZ1264  STATE/COUNTY-  KY/SHELBY
 HZ1264  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1264
 HZ1264                         *CURRENT SURVEY CONTROL
 HZ1264  ___________________________________________________________________
 HZ1264* NAD 83(1993)-  38 11 54.64120(N)    085 17 32.38640(W)     ADJUSTED  
 HZ1264* NAVD 88     -       231.830  (meters)     760.60   (feet)  ADJUSTED  
 HZ1264  ___________________________________________________________________
 HZ1264  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 HZ1264  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ1264  DYNAMIC HT  -         231.667 (meters)     760.06  (feet)  COMP
 HZ1264  MODELED GRAV-     979,918.5   (mgal)                       NAVD 88
 HZ1264
 HZ1264  HORZ ORDER  -  SECOND
 HZ1264  VERT ORDER  -  SECOND    CLASS 0
 HZ1264
 HZ1264.The horizontal coordinates were established by classical geodetic methods
 HZ1264.and adjusted by the National Geodetic Survey in December 1995..
 HZ1264
 HZ1264.The orthometric height was determined by differential leveling
 HZ1264.and adjusted by the National Geodetic Survey in June 1991..
 HZ1264
 HZ1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1264
 HZ1264.The geoid height was determined by GEOID03.
 HZ1264
 HZ1264.The dynamic height is computed by dividing the NAVD 88
 HZ1264.geopotential number by the normal gravity value computed on the
 HZ1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1264.degrees latitude (g = 980.6199 gals.).
 HZ1264
 HZ1264.The modeled gravity was interpolated from observed gravity values.
 HZ1264
 HZ1264;                    North         East     Units Scale Factor Converg.
 HZ1264;SPC KY1Z     - 1,207,101.744 1,540,086.380   MT  0.99992070   +0 16 51.6
 HZ1264;SPC KY1Z     - 3,960,299.64  5,052,766.73   sFT  0.99992070   +0 16 51.6
 HZ1264;SPC KY N     -    78,048.938   408,701.378   MT  0.99997302   -0 38 54.2
 HZ1264;SPC KY N     -   256,065.56  1,340,881.10   sFT  0.99997302   -0 38 54.2
 HZ1264;UTM  16      - 4,229,218.845   649,529.110   MT  0.99987537   +1 03 22.3
 HZ1264
 HZ1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1264!SPC KY1Z     -   0.99996887  x   0.99992070  =   0.99988958
 HZ1264!SPC KY N     -   0.99996887  x   0.99997302  =   0.99994189
 HZ1264!UTM  16      -   0.99996887  x   0.99987537  =   0.99984425
 HZ1264
 HZ1264|---------------------------------------------------------------------|
 HZ1264| PID    Reference Object                     Distance      Geod. Az  |
 HZ1264|                                                           dddmmss.s |
 HZ1264| HZ1263 I64 T 13 RM 1                         9.732 METERS 00713     |
 HZ1264| HZ1265 I64 T 13 RM 2                        14.040 METERS 18053     |
 HZ1264|---------------------------------------------------------------------|
 HZ1264
 HZ1264                          SUPERSEDED SURVEY CONTROL
 HZ1264
 HZ1264  NAD 83(1986)-  38 11 54.64504(N)    085 17 32.38441(W) AD(       ) 2
 HZ1264  NAD 27      -  38 11 54.37237(N)    085 17 32.54764(W) AD(       ) 2
 HZ1264  NGVD 29 (??/??/92)  231.982  (m)          761.09   (f) ADJ UNCH    2 0
 HZ1264
 HZ1264.Superseded values are not recommended for survey control.
 HZ1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1264.See file dsdata.txt to determine how the superseded data were derived.
 HZ1264
 HZ1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4952929219(NAD 83)
 HZ1264_MARKER: DD = SURVEY DISK
 HZ1264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1264_SP_SET: CURB
 HZ1264_STAMPING: I-64 T-13 1966
 HZ1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1264
 HZ1264  HISTORY     - Date     Condition        Report By
 HZ1264  HISTORY     - 1966     MONUMENTED       KYHD
 HZ1264  HISTORY     - 1966     GOOD             PAS
 HZ1264
 HZ1264                          STATION DESCRIPTION
 HZ1264
 HZ1264'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ1264'STATION IS LOCATED ABOUT 3.9 MILES SOUTHWEST OF SHELBYVILLE AND
 HZ1264'ABOUT 3.8 MILES SOUTHEAST OF SIMPSONVILLE.  IT IS AT THE JOYCE
 HZ1264'STATION ROAD OVERPASS OVER INTERSTATE ROUTE 64.
 HZ1264'
 HZ1264'TO REACH THE STATION FROM THE INTERSTATE ROUTE 64 AND STATE HIGHWAY
 HZ1264'55 INTERCHANGE SOUTHWEST OF SHELBYVILLE, GO WEST ON INTERSTATE ROUTE
 HZ1264'64 FOR 0.6 MILE TO THE AZIMUTH MARK ON LEFT NEAR SOUTH R/W FENCE.
 HZ1264'CONTINUE AHEAD ON INTERSTATE ROUTE 64 FOR 0.5 MILE TO OVERPASS AND
 HZ1264'STATION AT NORTHWEST CORNER.
 HZ1264'
 HZ1264'STATION MARK IS ABOUT 90 FEET NORTH OF A POINT OVER THE CENTER OF
 HZ1264'WEST BOUND LANE, 14-1/2 FEET WEST OF THE CENTER OF JOYCE STATION
 HZ1264'ROAD AND 4.4 FEET SOUTHEAST OF NORTHWEST CORNER OF CURB OF
 HZ1264'OVERPASS.  THE MARK IS SET IN DRILL HOLE IN THE TOP OF THE WEST
 HZ1264'BRIDGE CURBING AND STAMPED I 64 T-13 1966.
 HZ1264'
 HZ1264'REFERENCE MARK NO. 1 IS EAST OF STATION, ABOUT 91 FEET NORTH OF A
 HZ1264'POINT OVER THE CENTER OF WEST BOUND LANE, 14-1/2 FEET EAST OF THE
 HZ1264'CENTER OF JOYCE STATION ROAD AND 1-1/2 FEET SOUTHWEST OF THE
 HZ1264'NORTHEAST END OF CONCRETE CURB OF OVERPASS.  THE MARK IS SET IN
 HZ1264'DRILL HOLE IN THE TOP OF THE EAST BRIDGE CURBING AND STAMPED I 64
 HZ1264'T-13 NO. 1 1966.
 HZ1264'
 HZ1264'REFERENCE MARK NO. 2 IS SOUTH OF STATION, ABOUT 45 FEET NORTH OF A
 HZ1264'POINT OVER THE CENTER OF WEST BOUND LANE, 14 FEET WEST OF THE CENTER
 HZ1264'OF JOYCE STATION ROAD AND 1-1/2 FEET EAST OF ALUMINUM HAND RAIL.
 HZ1264'THE MARK IS SET IN DRILL HOLE IN THE TOP OF WEST BRIDGE CURBING
 HZ1264'AND STAMPED I 64 T-13 NO. 2 1966.
 HZ1264'
 HZ1264'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF STATION.  IT IS ON A
 HZ1264'15 FOOT BANK NEAR THE SOUTH R/W FENCE OF INTERSTATE ROUTE 64.  70
 HZ1264'FEET NORTHWEST OF A FENCE CORNER, 39 FEET NORTHEAST OF METAL
 HZ1264'WITNESS POST AND SIGN, 34 FEET NORTH OF SOUTH R/W FENCE, AND 32
 HZ1264'FEET NORTHEAST OF A 30 INCH ELM TREE.  THE MARK IS SET IN
 HZ1264'TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I 64 T-13 1966.
 HZ1264'
 HZ1264'STATION, REFERENCE, AND AZIMUTH MARKS ARE KENTUCKY DEPARTMENT OF
 HZ1264'HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 HZ1264'
 HZ1264'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HZ1264
 HZ1264                          STATION RECOVERY (1966)
 HZ1264
 HZ1264'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1264'3.9 MI SW FROM SHELBYVILLE.
 HZ1264'ABOUT 1.1 MILES WEST ALONG I-64 FROM THE I-64 TAYLORSVILLE-SHELBYVILLE
 HZ1264'INTERCHANGE TO A 2 LANE OVERPASS OVER I-64 (JOYCE STATION ROAD),
 HZ1264'I-64 MILE POST 30.3, 90 FEET NORTH OF CENTER OF WEST BOUND LANE
 HZ1264'OF I-64, 14.5 FEET WEST OF CENTER OF JOYCE STATION ROAD AND 4.4
 HZ1264'FEET SOUTHEAST OF NORTHWEST CORNER OF CURB.  A KENTUCKY DEPARTMENT
 HZ1264'OF HIGHWAYS SURVEY TABLET SET IN DRILL HOLE IN CONCRETE CURB
 HZ1264'AND STAMPED I-64 T-13 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1266 ***********************************************************************
 HZ1266  DESIGNATION -  I64 T 13 AZ MK
 HZ1266  PID         -  HZ1266
 HZ1266  STATE/COUNTY-  KY/SHELBY
 HZ1266  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1266
 HZ1266                         *CURRENT SURVEY CONTROL
 HZ1266  ___________________________________________________________________
 HZ1266* NAD 83(1993)-  38 11 42.69078(N)    085 16 59.08391(W)     ADJUSTED  
 HZ1266* NAVD 88     -       244.565  (meters)     802.38   (feet)  ADJUSTED  
 HZ1266  ___________________________________________________________________
 HZ1266  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 HZ1266  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ1266  DYNAMIC HT  -         244.393 (meters)     801.81  (feet)  COMP
 HZ1266  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 HZ1266
 HZ1266  HORZ ORDER  -  SECOND
 HZ1266  VERT ORDER  -  SECOND    CLASS 0
 HZ1266
 HZ1266.The horizontal coordinates were established by classical geodetic methods
 HZ1266.and adjusted by the National Geodetic Survey in December 1995..
 HZ1266
 HZ1266.The orthometric height was determined by differential leveling
 HZ1266.and adjusted by the National Geodetic Survey in June 1991..
 HZ1266
 HZ1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1266
 HZ1266.The geoid height was determined by GEOID03.
 HZ1266
 HZ1266.The dynamic height is computed by dividing the NAVD 88
 HZ1266.geopotential number by the normal gravity value computed on the
 HZ1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1266.degrees latitude (g = 980.6199 gals.).
 HZ1266
 HZ1266.The modeled gravity was interpolated from observed gravity values.
 HZ1266
 HZ1266;                    North         East     Units Scale Factor Converg.
 HZ1266;SPC KY1Z     - 1,206,737.319 1,540,898.465   MT  0.99992037   +0 17 12.0
 HZ1266;SPC KY1Z     - 3,959,104.02  5,055,431.05   sFT  0.99992037   +0 17 12.0
 HZ1266;SPC KY N     -    77,671.370   409,507.488   MT  0.99997329   -0 38 33.5
 HZ1266;SPC KY N     -   254,826.82  1,343,525.82   sFT  0.99997329   -0 38 33.5
 HZ1266;UTM  16      - 4,228,865.456   650,346.015   MT  0.99987839   +1 03 42.6
 HZ1266
 HZ1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1266!SPC KY1Z     -   0.99996688  x   0.99992037  =   0.99988725
 HZ1266!SPC KY N     -   0.99996688  x   0.99997329  =   0.99994017
 HZ1266!UTM  16      -   0.99996688  x   0.99987839  =   0.99984527
 HZ1266
 HZ1266:                Primary Azimuth Mark                     Grid Az
 HZ1266:SPC KY1Z     -  SHELBYVILLE FIRST BAP CH SPIRE           065 40 32.7
 HZ1266:SPC KY N     -  SHELBYVILLE FIRST BAP CH SPIRE           066 36 18.2
 HZ1266:UTM  16      -  SHELBYVILLE FIRST BAP CH SPIRE           064 54 02.1
 HZ1266
 HZ1266|---------------------------------------------------------------------|
 HZ1266| PID    Reference Object                     Distance      Geod. Az  |
 HZ1266|                                                           dddmmss.s |
 HZ1266| HZ2083 SHELBYVILLE FIRST BAP CH SPIRE      APPROX. 4.5 KM 0655744.7 |
 HZ1266| HZ1264 I64 T 13                            APPROX. 0.9 KM 2942717.7 |
 HZ1266|---------------------------------------------------------------------|
 HZ1266
 HZ1266                          SUPERSEDED SURVEY CONTROL
 HZ1266
 HZ1266  NAD 83(1986)-  38 11 42.69517(N)    085 16 59.08380(W) AD(       ) 2
 HZ1266  NAD 27      -  38 11 42.42164(N)    085 16 59.24447(W) AD(       ) 2
 HZ1266  NGVD 29 (??/??/92)  244.716  (m)          802.87   (f) ADJ UNCH    2 0
 HZ1266
 HZ1266.Superseded values are not recommended for survey control.
 HZ1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1266.See file dsdata.txt to determine how the superseded data were derived.
 HZ1266
 HZ1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5034628865(NAD 83)
 HZ1266_MARKER: DD = SURVEY DISK
 HZ1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1266_STAMPING: I-64 T-13 1966
 HZ1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1266+STABILITY: SURFACE MOTION
 HZ1266
 HZ1266  HISTORY     - Date     Condition        Report By
 HZ1266  HISTORY     - 1966     MONUMENTED       KYHD
 HZ1266  HISTORY     - 1966     GOOD             PAS
 HZ1266
 HZ1266                          STATION DESCRIPTION
 HZ1266
 HZ1266'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ1266'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF SHELBYVILLE.  IT
 HZ1266'IS ON A 15 FOOT BANK NEAR THE SOUTH R/W FENCE OF INTERSTATE ROUTE
 HZ1266'64.
 HZ1266'
 HZ1266'TO REACH THE STATION FROM THE INTERSTATE ROUTE 64 AND STATE HIGHWAY
 HZ1266'55 INTERCHANGE SOUTHWEST OF SHELBYVILLE, GO WEST ON INTERSTATE ROUTE
 HZ1266'64 FOR 0.6 MILE TO STATION ON LEFT.
 HZ1266'
 HZ1266'STATION MARK IS 70 FEET NORTHWEST OF A FENCE CORNER, 39 FEET
 HZ1266'NORTHEAST OF METAL WITNESS POST AND SIGN, 34 FEET NORTH OF SOUTH
 HZ1266'R/W FENCE AND 32 FEET NORTHEAST OF A 30-INCH ELM TREE.  A KENTUCKY
 HZ1266'DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF CONCRETE
 HZ1266'FLUSH WITH GROUND AND STAMPED I 64 T-13 1966.
 HZ1266'
 HZ1266'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 HZ1266
 HZ1266                          STATION RECOVERY (1966)
 HZ1266
 HZ1266'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1266'3.5 MI SW FROM SHELBYVILLE.
 HZ1266'ABOUT 0.65 MILE WEST ALONG I-64 FROM I-64 TAYLORSVILLE-SHELBYVILLE
 HZ1266'INTERCHANGE TO THE MARK ON LEFT, 70 FEET NORTHWEST OF FENCE CORNER
 HZ1266'(RIGHT OF WAY FENCE AND BARB WIRE FENCE), 34 FEET NORTH OF RIGHT
 HZ1266'OF WAY FENCE, 32 FEET NORTHEAST OF 30 IN ELM TREE AND 39 FEET
 HZ1266'NORTHEAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HZ1266'OF HIGHWAYS SURVEY TABLET SET IN CONCRETE POST AND STAMPED I-64
 HZ1266'T-13 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1263 ***********************************************************************
 HZ1263  DESIGNATION -  I64 T 13 RM 1
 HZ1263  PID         -  HZ1263
 HZ1263  STATE/COUNTY-  KY/SHELBY
 HZ1263  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1263
 HZ1263                         *CURRENT SURVEY CONTROL
 HZ1263  ___________________________________________________________________
 HZ1263* NAD 83(1986)-  38 11 54.     (N)    085 17 31.     (W)     SCALED    
 HZ1263* NAVD 88     -       231.848  (meters)     760.65   (feet)  ADJUSTED  
 HZ1263  ___________________________________________________________________
 HZ1263  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ1263  DYNAMIC HT  -         231.684 (meters)     760.12  (feet)  COMP
 HZ1263  MODELED GRAV-     979,918.5   (mgal)                       NAVD 88
 HZ1263
 HZ1263  VERT ORDER  -  SECOND    CLASS 0
 HZ1263
 HZ1263.The horizontal coordinates were scaled from a topographic map and have
 HZ1263.an estimated accuracy of +/- 6 seconds.
 HZ1263
 HZ1263.The orthometric height was determined by differential leveling
 HZ1263.and adjusted by the National Geodetic Survey in June 1991..
 HZ1263
 HZ1263.The geoid height was determined by GEOID03.
 HZ1263
 HZ1263.The dynamic height is computed by dividing the NAVD 88
 HZ1263.geopotential number by the normal gravity value computed on the
 HZ1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1263.degrees latitude (g = 980.6199 gals.).
 HZ1263
 HZ1263.The modeled gravity was interpolated from observed gravity values.
 HZ1263
 HZ1263;                    North         East    Units  Estimated Accuracy
 HZ1263;SPC KY1Z     - 1,207,080.    1,540,120.      MT  (+/- 180 meters Scaled)
 HZ1263
 HZ1263                          SUPERSEDED SURVEY CONTROL
 HZ1263
 HZ1263  NGVD 29 (??/??/92)  231.999  (m)          761.15   (f) ADJ UNCH    2 0
 HZ1263
 HZ1263.Superseded values are not recommended for survey control.
 HZ1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1263.See file dsdata.txt to determine how the superseded data were derived.
 HZ1263
 HZ1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH495292(NAD 83)
 HZ1263_MARKER: DD = SURVEY DISK
 HZ1263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1263_SP_SET: CURB
 HZ1263_STAMPING: I-64 T-13 NO 1 1966
 HZ1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1263
 HZ1263  HISTORY     - Date     Condition        Report By
 HZ1263  HISTORY     - 1966     MONUMENTED       PAS
 HZ1263
 HZ1263                          STATION DESCRIPTION
 HZ1263
 HZ1263'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1263'3.9 MI SW FROM SHELBYVILLE.
 HZ1263'ABOUT 1.1 MILES WEST ALONG I-64 FROM THE I-64 TAYLORSVILLE-SHELBYVILLE
 HZ1263'INTERCHANGE TO A 2 LANE OVERPASS OVER I-64 (JOYCE STATION ROAD),
 HZ1263'I-64 MILE POST 30.3, 91 FEET NORTH OF CENTER OF WEST BOUND LANE OF
 HZ1263'I-64, 14.5 FEET EAST OF CENTER OF JOYCE STATION ROAD AND 1.5 FEET
 HZ1263'SOUTHWEST OF NORTHEAST END OF CONCRETE CURB.  A KENTUCKY DEPARTMENT
 HZ1263'OF HIGHWAYS SURVEY TABLET SET IN DRILL HOLE IN CONCRETE CURB AND
 HZ1263'STAMPED I-64 T-13 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1265 ***********************************************************************
 HZ1265  DESIGNATION -  I64 T 13 RM 2
 HZ1265  PID         -  HZ1265
 HZ1265  STATE/COUNTY-  KY/SHELBY
 HZ1265  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1265
 HZ1265                         *CURRENT SURVEY CONTROL
 HZ1265  ___________________________________________________________________
 HZ1265* NAD 83(1986)-  38 11 54.     (N)    085 17 31.     (W)     SCALED    
 HZ1265* NAVD 88     -       231.892  (meters)     760.80   (feet)  ADJUSTED  
 HZ1265  ___________________________________________________________________
 HZ1265  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ1265  DYNAMIC HT  -         231.728 (meters)     760.26  (feet)  COMP
 HZ1265  MODELED GRAV-     979,918.5   (mgal)                       NAVD 88
 HZ1265
 HZ1265  VERT ORDER  -  SECOND    CLASS 0
 HZ1265
 HZ1265.The horizontal coordinates were scaled from a topographic map and have
 HZ1265.an estimated accuracy of +/- 6 seconds.
 HZ1265
 HZ1265.The orthometric height was determined by differential leveling
 HZ1265.and adjusted by the National Geodetic Survey in June 1991..
 HZ1265
 HZ1265.The geoid height was determined by GEOID03.
 HZ1265
 HZ1265.The dynamic height is computed by dividing the NAVD 88
 HZ1265.geopotential number by the normal gravity value computed on the
 HZ1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1265.degrees latitude (g = 980.6199 gals.).
 HZ1265
 HZ1265.The modeled gravity was interpolated from observed gravity values.
 HZ1265
 HZ1265;                    North         East    Units  Estimated Accuracy
 HZ1265;SPC KY1Z     - 1,207,080.    1,540,120.      MT  (+/- 180 meters Scaled)
 HZ1265
 HZ1265                          SUPERSEDED SURVEY CONTROL
 HZ1265
 HZ1265  NGVD 29 (??/??/92)  232.044  (m)          761.30   (f) ADJ UNCH    2 0
 HZ1265
 HZ1265.Superseded values are not recommended for survey control.
 HZ1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1265.See file dsdata.txt to determine how the superseded data were derived.
 HZ1265
 HZ1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH495292(NAD 83)
 HZ1265_MARKER: DD = SURVEY DISK
 HZ1265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1265_SP_SET: CURB
 HZ1265_STAMPING: I-64 T-13 NO 2 1966
 HZ1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1265
 HZ1265  HISTORY     - Date     Condition        Report By
 HZ1265  HISTORY     - 1966     MONUMENTED       PAS
 HZ1265
 HZ1265                          STATION DESCRIPTION
 HZ1265
 HZ1265'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1265'3.9 MI SW FROM SHELBYVILLE.
 HZ1265'ABOUT 1.1 MILES WEST ALONG I-64 FROM THE I-64 TAYLORSVILLE-SHELBYVILLE
 HZ1265'INTERCHANGE TO A 2 LANE OVERPASS OVER I-64 (JOYCE STATION ROAD).
 HZ1265'I-64 MILE POST 30.33.  45 FEET NORTH OF CENTER OF WEST BOUND LANE
 HZ1265'OF I-64, 14 FEET WEST OF CENTER OF JOYCE STATION ROAD AND 1.5 FEET
 HZ1265'EAST OF CENTER OF ALUMINUM RAILING ALONG WEST SIDE OF BRIDGE.
 HZ1265'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN DRILL HOLE
 HZ1265'IN CONCRETE CURB AND STAMPED I-64 T-13 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1275 ***********************************************************************
 HZ1275  DESIGNATION -  I64 T 14
 HZ1275  PID         -  HZ1275
 HZ1275  STATE/COUNTY-  KY/SHELBY
 HZ1275  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1275
 HZ1275                         *CURRENT SURVEY CONTROL
 HZ1275  ___________________________________________________________________
 HZ1275* NAD 83(1993)-  38 11 05.13857(N)    085 12 02.49513(W)     ADJUSTED  
 HZ1275* NAVD 88     -       253.182  (meters)     830.65   (feet)  ADJUSTED  
 HZ1275  ___________________________________________________________________
 HZ1275  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HZ1275  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ1275  DYNAMIC HT  -         253.003 (meters)     830.06  (feet)  COMP
 HZ1275  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 HZ1275
 HZ1275  HORZ ORDER  -  SECOND
 HZ1275  VERT ORDER  -  SECOND    CLASS 0
 HZ1275
 HZ1275.The horizontal coordinates were established by classical geodetic methods
 HZ1275.and adjusted by the National Geodetic Survey in December 1995..
 HZ1275
 HZ1275.The orthometric height was determined by differential leveling
 HZ1275.and adjusted by the National Geodetic Survey in June 1991..
 HZ1275
 HZ1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1275
 HZ1275.The geoid height was determined by GEOID03.
 HZ1275
 HZ1275.The dynamic height is computed by dividing the NAVD 88
 HZ1275.geopotential number by the normal gravity value computed on the
 HZ1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1275.degrees latitude (g = 980.6199 gals.).
 HZ1275
 HZ1275.The modeled gravity was interpolated from observed gravity values.
 HZ1275
 HZ1275;                    North         East     Units Scale Factor Converg.
 HZ1275;SPC KY1Z     - 1,205,618.863 1,548,121.522   MT  0.99991938   +0 20 14.1
 HZ1275;SPC KY1Z     - 3,955,434.55  5,079,128.69   sFT  0.99991938   +0 20 14.1
 HZ1275;SPC KY N     -    76,435.886   416,711.849   MT  0.99997417   -0 35 29.0
 HZ1275;SPC KY N     -   250,773.40  1,367,162.12   sFT  0.99997417   -0 35 29.0
 HZ1275;UTM  16      - 4,227,844.859   657,583.341   MT  0.99990584   +1 06 45.2
 HZ1275
 HZ1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1275!SPC KY1Z     -   0.99996553  x   0.99991938  =   0.99988491
 HZ1275!SPC KY N     -   0.99996553  x   0.99997417  =   0.99993970
 HZ1275!UTM  16      -   0.99996553  x   0.99990584  =   0.99987137
 HZ1275
 HZ1275|---------------------------------------------------------------------|
 HZ1275| PID    Reference Object                     Distance      Geod. Az  |
 HZ1275|                                                           dddmmss.s |
 HZ1275| HZ1274 I64 T 14 RM 1                        20.009 METERS 07211     |
 HZ1275| HZ1273 I64 T 14 RM 2                        12.187 METERS 30521     |
 HZ1275| HZ2083 SHELBYVILLE FIRST BAP CH SPIRE      APPROX. 4.3 KM 3133436.7 |
 HZ1275|---------------------------------------------------------------------|
 HZ1275
 HZ1275                          SUPERSEDED SURVEY CONTROL
 HZ1275
 HZ1275  NAD 83(1986)-  38 11 05.14223(N)    085 12 02.49639(W) AD(       ) 2
 HZ1275  NAD 27      -  38 11 04.87326(N)    085 12 02.65549(W) AD(       ) 2
 HZ1275  NGVD 29 (??/??/92)  253.335  (m)          831.15   (f) ADJ UNCH    2 0
 HZ1275
 HZ1275.Superseded values are not recommended for survey control.
 HZ1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1275.See file dsdata.txt to determine how the superseded data were derived.
 HZ1275
 HZ1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5758327845(NAD 83)
 HZ1275_MARKER: DD = SURVEY DISK
 HZ1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1275_STAMPING: I-64 T-14 1966
 HZ1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1275+STABILITY: SURFACE MOTION
 HZ1275
 HZ1275  HISTORY     - Date     Condition        Report By
 HZ1275  HISTORY     - 1966     MONUMENTED       KYHD
 HZ1275  HISTORY     - 1966     GOOD             PAS
 HZ1275
 HZ1275                          STATION DESCRIPTION
 HZ1275
 HZ1275'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ1275'STATION IS LOCATED ABOUT 2.3 MILES SOUTHEAST OF SHELBYVILLE ON A
 HZ1275'SMALL RISE ALONG THE NORTH R/W OF INTERSTATE ROUTE 64.
 HZ1275'
 HZ1275'TO REACH THE STATION FROM THE INTERSTATE ROUTE 64 AND STATE HIGHWAY
 HZ1275'53 INTERCHANGE ABOUT 2 MILES SOUTHEAST OF SHELBYVILLE, GO EAST ON
 HZ1275'INTERSTATE ROUTE 64 FOR 0.6 MILE TO STATION ON LEFT ON TOP OF SMALL
 HZ1275'RISE.
 HZ1275'
 HZ1275'STATION MARK IS 85 FEET NORTH OF THE CENTER OF WEST BOUND LANE, 41
 HZ1275'FEET SOUTHEAST OF METAL WITNESS POST AND SIGN AND 24 FEET SOUTH OF
 HZ1275'NORTH R/W FENCE.  THE MARK IS SET IN TOP OF CONCRETE FLUSH WITH
 HZ1275'GROUND AND STAMPED I 64 T-14 1966.
 HZ1275'
 HZ1275'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, ABOUT 252 FEET EAST OF
 HZ1275'FENCE CORNER, ABOUT 106 FEET NORTH OF THE CENTER OF WEST BOUND LANE
 HZ1275'AND 1.6 FEET SOUTH OF R/W FENCE POST WITH TWO BRACE BARS.  THE MARK
 HZ1275'IS SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I 64 T-14
 HZ1275'NO. 1 1966.
 HZ1275'
 HZ1275'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, ABOUT 157 FEET EAST OF
 HZ1275'FENCE CORNER, ABOUT 106 FEET NORTH OF THE CENTER OF WEST BOUND LANE,
 HZ1275'1.3 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN AND 1 FOOT SOUTH
 HZ1275'OF R/W FENCE.  THE MARK IS SET IN TOP OF CONCRETE FLUSH WITH GROUND
 HZ1275'AND STAMPED I 64 T-14 NO. 2 1966.
 HZ1275'
 HZ1275'BENCH MARK I 64 L-32 1966 WAS USED FOR THE AZIMUTH MARK.  IT IS ABOUT
 HZ1275'0.6 MILE EAST OF STATION ON THE NORTH SIDE OF WEST BOUND LANE OF
 HZ1275'INTERSTATE ROUTE 64.  ABOUT 177 FEET EAST OF MILE POST NO. 36, 26
 HZ1275'FEET NORTH OF THE CENTER OF WEST BOUND LANE, 22 FEET NORTHWEST OF
 HZ1275'EAST END OF METAL GUARD RAIL AND 0.8 FEET SOUTH OF THE CENTER OF
 HZ1275'SOUTH LEG OF SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HZ1275'SET IN DRILL HOLE IN THE TOP OF THE SOUTH CONCRETE BASE OF THREE
 HZ1275'LEG SIGN STRUCTURE AND STAMPED I 64 L-32 1966.
 HZ1275'
 HZ1275'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE A KENTUCKY
 HZ1275'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 HZ1275'
 HZ1275'HEIGHT OF LIGHT ABOVE STATION MARK 15.7 METERS.
 HZ1275
 HZ1275                          STATION RECOVERY (1966)
 HZ1275
 HZ1275'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1275'2.3 MI SE FROM SHELBYVILLE.
 HZ1275'ABOUT 0.6 MILE EAST ALONG I-64 FROM THE I-64 SHELBYVILLE-STATE
 HZ1275'HIGHWAY 53 INTERCHANGE TO THE MARK NEAR THE NORTH RIGHT OF WAY
 HZ1275'FENCE, AT MILE POST 35.4.  85 FEET NORTH OF THE CENTER OF WEST
 HZ1275'BOUND LANE, 41 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN AND
 HZ1275'24 FEET SOUTH OF NORTH R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ1275'SURVEY TABLET SET IN CONCRETE POST FLUSH WITH GROUND AND STAMPED
 HZ1275'I-64 T-14 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1274 ***********************************************************************
 HZ1274  DESIGNATION -  I64 T 14 RM 1
 HZ1274  PID         -  HZ1274
 HZ1274  STATE/COUNTY-  KY/SHELBY
 HZ1274  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1274
 HZ1274                         *CURRENT SURVEY CONTROL
 HZ1274  ___________________________________________________________________
 HZ1274* NAD 83(1986)-  38 11 04.     (N)    085 12 02.     (W)     SCALED    
 HZ1274* NAVD 88     -       253.187  (meters)     830.66   (feet)  ADJUSTED  
 HZ1274  ___________________________________________________________________
 HZ1274  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ1274  DYNAMIC HT  -         253.007 (meters)     830.07  (feet)  COMP
 HZ1274  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 HZ1274
 HZ1274  VERT ORDER  -  SECOND    CLASS 0
 HZ1274
 HZ1274.The horizontal coordinates were scaled from a topographic map and have
 HZ1274.an estimated accuracy of +/- 6 seconds.
 HZ1274
 HZ1274.The orthometric height was determined by differential leveling
 HZ1274.and adjusted by the National Geodetic Survey in June 1991..
 HZ1274
 HZ1274.The geoid height was determined by GEOID03.
 HZ1274
 HZ1274.The dynamic height is computed by dividing the NAVD 88
 HZ1274.geopotential number by the normal gravity value computed on the
 HZ1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1274.degrees latitude (g = 980.6199 gals.).
 HZ1274
 HZ1274.The modeled gravity was interpolated from observed gravity values.
 HZ1274
 HZ1274;                    North         East    Units  Estimated Accuracy
 HZ1274;SPC KY1Z     - 1,205,580.    1,548,130.      MT  (+/- 180 meters Scaled)
 HZ1274
 HZ1274                          SUPERSEDED SURVEY CONTROL
 HZ1274
 HZ1274  NGVD 29 (??/??/92)  253.339  (m)          831.16   (f) ADJ UNCH    2 0
 HZ1274
 HZ1274.Superseded values are not recommended for survey control.
 HZ1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1274.See file dsdata.txt to determine how the superseded data were derived.
 HZ1274
 HZ1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH575278(NAD 83)
 HZ1274_MARKER: DD = SURVEY DISK
 HZ1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1274_STAMPING: I-64 T-14 NO 1 1966
 HZ1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1274+STABILITY: SURFACE MOTION
 HZ1274
 HZ1274  HISTORY     - Date     Condition        Report By
 HZ1274  HISTORY     - 1966     MONUMENTED       PAS
 HZ1274
 HZ1274                          STATION DESCRIPTION
 HZ1274
 HZ1274'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1274'2.3 MI SE FROM SHELBYVILLE.
 HZ1274'ABOUT 0.6 MILE EAST ALONG I-64 FROM THE I-64 SHELBYVILLE-STATE
 HZ1274'HIGHWAY 53 INTERCHANGE TO THE MARK NEAR THE NORTH RIGHT OF WAY
 HZ1274'FENCE, AT MILE POST 35.4, 252 FEET EAST OF FENCE CORNER (RIGHT
 HZ1274'OF WAY FENCE AND WOVEN WIRE FENCE), 106 FEET NORTH OF CENTER OF
 HZ1274'WEST BOUND LANE OF I-64 AND 1.6 FEET SOUTH OF RIGHT OF WAY FENCE
 HZ1274'POST WITH 2 BRACE BARS.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 HZ1274'TABLET SET IN CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64
 HZ1274'T-14 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1273 ***********************************************************************
 HZ1273  DESIGNATION -  I64 T 14 RM 2
 HZ1273  PID         -  HZ1273
 HZ1273  STATE/COUNTY-  KY/SHELBY
 HZ1273  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1273
 HZ1273                         *CURRENT SURVEY CONTROL
 HZ1273  ___________________________________________________________________
 HZ1273* NAD 83(1986)-  38 11 04.     (N)    085 12 02.     (W)     SCALED    
 HZ1273* NAVD 88     -       253.195  (meters)     830.69   (feet)  ADJUSTED  
 HZ1273  ___________________________________________________________________
 HZ1273  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ1273  DYNAMIC HT  -         253.016 (meters)     830.10  (feet)  COMP
 HZ1273  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 HZ1273
 HZ1273  VERT ORDER  -  SECOND    CLASS 0
 HZ1273
 HZ1273.The horizontal coordinates were scaled from a topographic map and have
 HZ1273.an estimated accuracy of +/- 6 seconds.
 HZ1273
 HZ1273.The orthometric height was determined by differential leveling
 HZ1273.and adjusted by the National Geodetic Survey in June 1991..
 HZ1273
 HZ1273.The geoid height was determined by GEOID03.
 HZ1273
 HZ1273.The dynamic height is computed by dividing the NAVD 88
 HZ1273.geopotential number by the normal gravity value computed on the
 HZ1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1273.degrees latitude (g = 980.6199 gals.).
 HZ1273
 HZ1273.The modeled gravity was interpolated from observed gravity values.
 HZ1273
 HZ1273;                    North         East    Units  Estimated Accuracy
 HZ1273;SPC KY1Z     - 1,205,580.    1,548,130.      MT  (+/- 180 meters Scaled)
 HZ1273
 HZ1273                          SUPERSEDED SURVEY CONTROL
 HZ1273
 HZ1273  NGVD 29 (??/??/92)  253.348  (m)          831.19   (f) ADJ UNCH    2 0
 HZ1273
 HZ1273.Superseded values are not recommended for survey control.
 HZ1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1273.See file dsdata.txt to determine how the superseded data were derived.
 HZ1273
 HZ1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH575278(NAD 83)
 HZ1273_MARKER: DD = SURVEY DISK
 HZ1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1273_STAMPING: I-64 T-14 NO 2 1966
 HZ1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1273+STABILITY: SURFACE MOTION
 HZ1273
 HZ1273  HISTORY     - Date     Condition        Report By
 HZ1273  HISTORY     - 1966     MONUMENTED       PAS
 HZ1273
 HZ1273                          STATION DESCRIPTION
 HZ1273
 HZ1273'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1966
 HZ1273'2.3 MI SE FROM SHELBYVILLE.
 HZ1273'ABOUT 0.6 MILE EAST ALONG I-64 FROM THE I-64 SHELBYVILLE-STATE
 HZ1273'HIGHWAY 53 INTERCHANGE TO THE MARK NEAR THE NORTH RIGHT OF WAY
 HZ1273'FENCE, AT MILE POST 35.4, 157 FEET EAST OF FENCE CORNER (RIGHT
 HZ1273'OF WAY FENCE AND WOVEN WIRE FENCE), 106 FEET NORTH OF CENTER OF
 HZ1273'WEST BOUND LANE OF I-64, 1.0 FOOT SOUTH OF RIGHT OF WAY FENCE
 HZ1273'AND 1.3 FEET SOUTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HZ1273'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE POST
 HZ1273'FLUSH WITH GROUND AND STAMPED I-64 T-14 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1285 ***********************************************************************
 HZ1285  DESIGNATION -  I64 T 15
 HZ1285  PID         -  HZ1285
 HZ1285  STATE/COUNTY-  KY/SHELBY
 HZ1285  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1285
 HZ1285                         *CURRENT SURVEY CONTROL
 HZ1285  ___________________________________________________________________
 HZ1285* NAD 83(1993)-  38 09 50.96187(N)    085 07 53.06513(W)     ADJUSTED  
 HZ1285* NAVD 88     -       268.197  (meters)     879.91   (feet)  ADJUSTED  
 HZ1285  ___________________________________________________________________
 HZ1285  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 HZ1285  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HZ1285  DYNAMIC HT  -         268.005 (meters)     879.28  (feet)  COMP
 HZ1285  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 HZ1285
 HZ1285  HORZ ORDER  -  SECOND
 HZ1285  VERT ORDER  -  SECOND    CLASS 0
 HZ1285
 HZ1285.The horizontal coordinates were established by classical geodetic methods
 HZ1285.and adjusted by the National Geodetic Survey in December 1995..
 HZ1285
 HZ1285.The orthometric height was determined by differential leveling
 HZ1285.and adjusted by the National Geodetic Survey in June 1991..
 HZ1285
 HZ1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1285
 HZ1285.The geoid height was determined by GEOID03.
 HZ1285
 HZ1285.The dynamic height is computed by dividing the NAVD 88
 HZ1285.geopotential number by the normal gravity value computed on the
 HZ1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1285.degrees latitude (g = 980.6199 gals.).
 HZ1285
 HZ1285.The modeled gravity was interpolated from observed gravity values.
 HZ1285
 HZ1285;                    North         East     Units Scale Factor Converg.
 HZ1285;SPC KY1Z     - 1,203,369.970 1,554,206.342   MT  0.99991751   +0 22 47.3
 HZ1285;SPC KY1Z     - 3,948,056.31  5,099,091.97   sFT  0.99991751   +0 22 47.3
 HZ1285;SPC KY N     -    74,088.567   422,759.776   MT  0.99997599   -0 32 53.9
 HZ1285;SPC KY N     -   243,072.24  1,387,004.37   sFT  0.99997599   -0 32 53.9
 HZ1285;UTM  16      - 4,225,678.498   663,698.028   MT  0.99993003   +1 09 17.6
 HZ1285
 HZ1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1285!SPC KY1Z     -   0.99996318  x   0.99991751  =   0.99988069
 HZ1285!SPC KY N     -   0.99996318  x   0.99997599  =   0.99993917
 HZ1285!UTM  16      -   0.99996318  x   0.99993003  =   0.99989321
 HZ1285
 HZ1285|---------------------------------------------------------------------|
 HZ1285| PID    Reference Object                     Distance      Geod. Az  |
 HZ1285|                                                           dddmmss.s |
 HZ1285| HZ1283 I64 T 15 RM 1                        11.923 METERS 05712     |
 HZ1285| HZ1284 I64 T 15 RM 2                        12.915 METERS 32004     |
 HZ1285|---------------------------------------------------------------------|
 HZ1285
 HZ1285                          SUPERSEDED SURVEY CONTROL
 HZ1285
 HZ1285  NAD 83(1986)-  38 09 50.96502(N)    085 07 53.06805(W) AD(       ) 2
 HZ1285  NAD 27      -  38 09 50.70214(N)    085 07 53.23492(W) AD(       ) 2
 HZ1285  NGVD 29 (??/??/92)  268.354  (m)          880.42   (f) ADJ UNCH    2 0
 HZ1285
 HZ1285.Superseded values are not recommended for survey control.
 HZ1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1285.See file dsdata.txt to determine how the superseded data were derived.
 HZ1285
 HZ1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6369825678(NAD 83)
 HZ1285_MARKER: DD = SURVEY DISK
 HZ1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1285_STAMPING: I-64 T-15 1966
 HZ1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1285+STABILITY: SURFACE MOTION
 HZ1285
 HZ1285  HISTORY     - Date     Condition        Report By
 HZ1285  HISTORY     - 1966     MONUMENTED       KYHD
 HZ1285  HISTORY     - 1967     GOOD             PAS
 HZ1285
 HZ1285                          STATION DESCRIPTION
 HZ1285
 HZ1285'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ1285'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF SHELBYVILLE, ABOUT
 HZ1285'3-1/2 MILES NORTHWEST OF WADDY AND ABOUT 2-1/2 MILES SOUTHWEST OF
 HZ1285'CLAY VILLAGE.  IT IS ON A HIGH BANK BETWEEN THE LANES OF INTERSTATE
 HZ1285'ROUTE 64 AT MILE POST NO. 39.5.
 HZ1285'
 HZ1285'TO REACH THE STATION FROM THE INTERSTATE ROUTE 64 AND STATE HIGHWAY
 HZ1285'395 INTERCHANGE ABOUT 1 MILE NORTH OF WADDY, GO WEST ON INTERSTATE
 HZ1285'ROUTE 64 FOR 2.85 MILES TO THE AZIMUTH MARK ON LEFT BETWEEN THE
 HZ1285'LANES.  CONTINUE WEST ON INTERSTATE 64 FOR 0.65 MILE TO STATION ON
 HZ1285'THE LEFT ABOUT 20 FEET ABOVE THE LEVEL OF WEST BOUND LANE.
 HZ1285'
 HZ1285'STATION MARK IS ABOUT 312 FEET NORTHWEST OF A POWER POLE SET IN THE
 HZ1285'CENTER OF WIDE MEDIAN, 149 FEET NORTHWEST OF A TWIN 30-INCH
 HZ1285'HAWTHORN TREE, ABOUT 210 FEET NORTH OF THE CENTER OF EAST BOUND
 HZ1285'LANE, 90 FEET SOUTH OF THE CENTER OF WEST BOUND LANE, 28 FEET
 HZ1285'SOUTHWEST OF A 30-INCH WALNUT TREE AND 3 FEET EAST OF METAL WITNESS
 HZ1285'POST AND SIGN.  THE MARK IS FLUSH AND THE DISK IS STAMPED I 64
 HZ1285'T-15 1966.
 HZ1285'
 HZ1285'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, ABOUT 134 FEET
 HZ1285'NORTHWEST OF TWIN 30-INCH HAWTHORN TREE, 63 FEET SOUTH OF THE CENTER
 HZ1285'OF WEST BOUND LANE AND 12 FEET NORTHEAST OF A 30-INCH WALNUT TREE.
 HZ1285'THE MARK IS FLUSH AND THE DISK IS STAMPED I 64 T-15 NO. 1 1966.
 HZ1285'
 HZ1285'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, 61 FEET SOUTH OF THE
 HZ1285'CENTER OF WEST BOUND LANE, 50 FEET WEST OF A 30-INCH WALNUT TREE,
 HZ1285'AND 40 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK IS
 HZ1285'FLUSH AND THE DISK IS STAMPED I 64 T-15 NO. 2 1966.
 HZ1285'
 HZ1285'AZIMUTH MARK IS ABOUT 0.65 MILE EAST OF THE STATION.  AT THE EAST
 HZ1285'END OF METAL GUARD RAIL, ABOUT 109 FEET NORTHEAST OF THE SOUTH END
 HZ1285'OF CONCRETE PIPE CULVERT UNDER WEST BOUND LANE, 24 FEET SOUTH OF
 HZ1285'THE CENTER OF WEST BOUND LANE AND 0.8 FEET SOUTHWEST OF EAST END OF
 HZ1285'GUARD RAIL.  THE MARK IS FLUSH AND THE DISK IS STAMPED I 64
 HZ1285'T-15 1966.
 HZ1285'
 HZ1285'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ1285'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ1285'
 HZ1285'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HZ1285
 HZ1285                          STATION RECOVERY (1967)
 HZ1285
 HZ1285'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1967
 HZ1285'2.4 MI SW FROM CLAY VILLAGE.
 HZ1285'ABOUT 3.5 MILES WEST ALONG I-64 FROM THE I-64 WADDY-STATE
 HZ1285'HIGHWAY 395 INTERCHANGE AT MILE POST 39.5.  SET ON A KNOLL
 HZ1285'BETWEEN THE LANES OF I-64, APPROXIMATELY 20 FEET ABOVE THE LEVEL
 HZ1285'OF WEST BOUND LANE, 312 FEET NORTHWEST OF A POWER POLE SET IN
 HZ1285'THE CENTER OF WIDE MEDIAN, 149 FEET NORTHWEST OF A TWIN 30 IN
 HZ1285'HAWTHORN TREE, 210 FEET NORTH OF CENTER OF EAST BOUND LANE OF
 HZ1285'I-64, 90 FEET SOUTH OF CENTER OF WEST BOUND LANE AND 3.0 FEET
 HZ1285'EAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HZ1285'OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE POST FLUSH WITH
 HZ1285'GROUND AND STAMPED I-64 T-15 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1286 ***********************************************************************
 HZ1286  DESIGNATION -  I64 T 15 AZ MK
 HZ1286  PID         -  HZ1286
 HZ1286  STATE/COUNTY-  KY/SHELBY
 HZ1286  USGS QUAD   -  WADDY (1984)
 HZ1286
 HZ1286                         *CURRENT SURVEY CONTROL
 HZ1286  ___________________________________________________________________
 HZ1286* NAD 83(1993)-  38 09 53.68988(N)    085 07 09.51667(W)     ADJUSTED  
 HZ1286* NAVD 88     -       275.276  (meters)     903.13   (feet)  ADJUSTED  
 HZ1286  ___________________________________________________________________
 HZ1286  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 HZ1286  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HZ1286  DYNAMIC HT  -         275.077 (meters)     902.48  (feet)  COMP
 HZ1286  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 HZ1286
 HZ1286  HORZ ORDER  -  SECOND
 HZ1286  VERT ORDER  -  SECOND    CLASS 0
 HZ1286
 HZ1286.The horizontal coordinates were established by classical geodetic methods
 HZ1286.and adjusted by the National Geodetic Survey in December 1995..
 HZ1286
 HZ1286.The orthometric height was determined by differential leveling
 HZ1286.and adjusted by the National Geodetic Survey in June 1991..
 HZ1286
 HZ1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1286
 HZ1286.The geoid height was determined by GEOID03.
 HZ1286
 HZ1286.The dynamic height is computed by dividing the NAVD 88
 HZ1286.geopotential number by the normal gravity value computed on the
 HZ1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1286.degrees latitude (g = 980.6199 gals.).
 HZ1286
 HZ1286.The modeled gravity was interpolated from observed gravity values.
 HZ1286
 HZ1286;                    North         East     Units Scale Factor Converg.
 HZ1286;SPC KY1Z     - 1,203,461.170 1,555,265.781   MT  0.99991758   +0 23 14.0
 HZ1286;SPC KY1Z     - 3,948,355.52  5,102,567.82   sFT  0.99991758   +0 23 14.0
 HZ1286;SPC KY N     -    74,162.600   423,820.615   MT  0.99997592   -0 32 26.8
 HZ1286;SPC KY N     -   243,315.13  1,390,484.80   sFT  0.99997592   -0 32 26.8
 HZ1286;UTM  16      - 4,225,784.023   664,756.151   MT  0.99993432   +1 09 44.6
 HZ1286
 HZ1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1286!SPC KY1Z     -   0.99996207  x   0.99991758  =   0.99987965
 HZ1286!SPC KY N     -   0.99996207  x   0.99997592  =   0.99993799
 HZ1286!UTM  16      -   0.99996207  x   0.99993432  =   0.99989639
 HZ1286
 HZ1286:                Primary Azimuth Mark                     Grid Az
 HZ1286:SPC KY1Z     -  I64 T 15                                 265 04 47.9
 HZ1286:SPC KY N     -  I64 T 15                                 266 00 28.7
 HZ1286:UTM  16      -  I64 T 15                                 264 18 17.3
 HZ1286
 HZ1286|---------------------------------------------------------------------|
 HZ1286| PID    Reference Object                     Distance      Geod. Az  |
 HZ1286|                                                           dddmmss.s |
 HZ1286| HZ1285 I64 T 15                            APPROX. 1.1 KM 2652801.9 |
 HZ1286|---------------------------------------------------------------------|
 HZ1286
 HZ1286                          SUPERSEDED SURVEY CONTROL
 HZ1286
 HZ1286  NAD 83(1986)-  38 09 53.69286(N)    085 07 09.52153(W) AD(       ) 2
 HZ1286  NAD 27      -  38 09 53.43105(N)    085 07 09.68605(W) AD(       ) 2
 HZ1286  NGVD 29 (??/??/92)  275.432  (m)          903.65   (f) ADJ UNCH    2 0
 HZ1286
 HZ1286.Superseded values are not recommended for survey control.
 HZ1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1286.See file dsdata.txt to determine how the superseded data were derived.
 HZ1286
 HZ1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6475625784(NAD 83)
 HZ1286_MARKER: DD = SURVEY DISK
 HZ1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1286_STAMPING: I-64 T-15 1966
 HZ1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1286+STABILITY: SURFACE MOTION
 HZ1286
 HZ1286  HISTORY     - Date     Condition        Report By
 HZ1286  HISTORY     - 1966     MONUMENTED       KYHD
 HZ1286  HISTORY     - 1967     GOOD             PAS
 HZ1286
 HZ1286                          STATION DESCRIPTION
 HZ1286
 HZ1286'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ1286'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF WADDY AND ABOUT 6
 HZ1286'MILES SOUTHEAST OF SHELBYVILLE.  IT IS SET IN THE MEDIAN OF
 HZ1286'INTERSTATE ROUTE 64 AT THE EAST END OF METAL GUARD RAIL.  IT IS
 HZ1286'ABOUT 109 FEET NORTHEAST OF THE SOUTH END OF CONCRETE PIPE CULVERT
 HZ1286'UNDER WEST BOUND LANE, 24 FEET SOUTH OF THE CENTER OF WEST BOUND
 HZ1286'LANE AND 0.8 FOOT SOUTHWEST OF EAST END OF GUARD RAIL.  THE MARK
 HZ1286'IS SET IN TOP OF CONCRETE FLUSH WITH GROUND AND THE DISK IS
 HZ1286'STAMPED I 64 T 15 1966.
 HZ1286'
 HZ1286'TO REACH THE STATION FROM THE INTERSTATE ROUTE 64 AND STATE HIGHWAY
 HZ1286'395 INTERCHANGE ABOUT 1 MILE NORTH OF WADDY, GO WEST ON INTERSTATE
 HZ1286'ROUTE 64 FOR 2.85 MILES TO STATION ON LEFT AS DESCRIBED.
 HZ1286'
 HZ1286'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 HZ1286
 HZ1286                          STATION RECOVERY (1967)
 HZ1286
 HZ1286'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1967
 HZ1286'2.1 MI S FROM CLAY VILLAGE.
 HZ1286'ABOUT 2.9 MILES WEST ALONG I-64 FROM THE WADDY-STATE HIGHWAY 395
 HZ1286'INTERCHANGE, AT MILE POST 40.15.  SET AT THE EAST END OF STEEL
 HZ1286'GUARD RAIL ALONG SOUTH SIDE OF WEST BOUND LANE, 109 FEET
 HZ1286'NORTHEAST OF SOUTH END OF CONCRETE PIPE CULVERT UNDER WEST
 HZ1286'BOUND LANE, 24 FEET SOUTH OF CENTER OF WEST BOUND LANE AND
 HZ1286'0.8 FOOT SOUTHWEST OF EAST END OF STEEL GUARD RAIL.  A KENTUCKY
 HZ1286'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE
 HZ1286'POST FLUSH WITH GROUND AND STAMPED I-64 T-15 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1283 ***********************************************************************
 HZ1283  DESIGNATION -  I64 T 15 RM 1
 HZ1283  PID         -  HZ1283
 HZ1283  STATE/COUNTY-  KY/SHELBY
 HZ1283  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1283
 HZ1283                         *CURRENT SURVEY CONTROL
 HZ1283  ___________________________________________________________________
 HZ1283* NAD 83(1986)-  38 09 50.     (N)    085 07 48.     (W)     SCALED    
 HZ1283* NAVD 88     -       268.601  (meters)     881.24   (feet)  ADJUSTED  
 HZ1283  ___________________________________________________________________
 HZ1283  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HZ1283  DYNAMIC HT  -         268.408 (meters)     880.60  (feet)  COMP
 HZ1283  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 HZ1283
 HZ1283  VERT ORDER  -  SECOND    CLASS 0
 HZ1283
 HZ1283.The horizontal coordinates were scaled from a topographic map and have
 HZ1283.an estimated accuracy of +/- 6 seconds.
 HZ1283
 HZ1283.The orthometric height was determined by differential leveling
 HZ1283.and adjusted by the National Geodetic Survey in June 1991..
 HZ1283
 HZ1283.The geoid height was determined by GEOID03.
 HZ1283
 HZ1283.The dynamic height is computed by dividing the NAVD 88
 HZ1283.geopotential number by the normal gravity value computed on the
 HZ1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1283.degrees latitude (g = 980.6199 gals.).
 HZ1283
 HZ1283.The modeled gravity was interpolated from observed gravity values.
 HZ1283
 HZ1283;                    North         East    Units  Estimated Accuracy
 HZ1283;SPC KY1Z     - 1,203,340.    1,554,330.      MT  (+/- 180 meters Scaled)
 HZ1283
 HZ1283                          SUPERSEDED SURVEY CONTROL
 HZ1283
 HZ1283  NGVD 29 (??/??/92)  268.758  (m)          881.75   (f) ADJ UNCH    2 0
 HZ1283
 HZ1283.Superseded values are not recommended for survey control.
 HZ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1283.See file dsdata.txt to determine how the superseded data were derived.
 HZ1283
 HZ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH638256(NAD 83)
 HZ1283_MARKER: DD = SURVEY DISK
 HZ1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1283_STAMPING: I-64 T-15 NO 1 1966
 HZ1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1283+STABILITY: SURFACE MOTION
 HZ1283
 HZ1283  HISTORY     - Date     Condition        Report By
 HZ1283  HISTORY     - 1966     MONUMENTED       PAS
 HZ1283  HISTORY     - 1967     GOOD             PAS
 HZ1283
 HZ1283                          STATION DESCRIPTION
 HZ1283
 HZ1283'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1967
 HZ1283'2.4 MI SW FROM CLAY VILLAGE.
 HZ1283'ABOUT 3.5 MILES WEST ALONG I-64 FROM THE I-64 WADDY-STATE
 HZ1283'HIGHWAY 395 INTERCHANGE AT MILE POST 39.5.  SET ON A KNOLL
 HZ1283'BETWEEN THE LANES OF I-64, APPROXIMATELY 20 FEET ABOVE THE
 HZ1283'LEVEL OF WEST BOUND LANE, 134 FEET NORTHWEST OF A TWIN 30 IN
 HZ1283'HAWTHORN TREE, 63 FEET SOUTH OF CENTER OF WEST BOUND LANE OF
 HZ1283'I-64 AND 12 FEET NORTHEAST OF A 30 IN WALNUT TREE.  A KENTUCKY
 HZ1283'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE
 HZ1283'POST FLUSH WITH GROUND AND STAMPED I-64 T-15 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1284 ***********************************************************************
 HZ1284  DESIGNATION -  I64 T 15 RM 2
 HZ1284  PID         -  HZ1284
 HZ1284  STATE/COUNTY-  KY/SHELBY
 HZ1284  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1284
 HZ1284                         *CURRENT SURVEY CONTROL
 HZ1284  ___________________________________________________________________
 HZ1284* NAD 83(1986)-  38 09 50.     (N)    085 07 48.     (W)     SCALED    
 HZ1284* NAVD 88     -       268.710  (meters)     881.59   (feet)  ADJUSTED  
 HZ1284  ___________________________________________________________________
 HZ1284  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HZ1284  DYNAMIC HT  -         268.517 (meters)     880.96  (feet)  COMP
 HZ1284  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 HZ1284
 HZ1284  VERT ORDER  -  SECOND    CLASS 0
 HZ1284
 HZ1284.The horizontal coordinates were scaled from a topographic map and have
 HZ1284.an estimated accuracy of +/- 6 seconds.
 HZ1284
 HZ1284.The orthometric height was determined by differential leveling
 HZ1284.and adjusted by the National Geodetic Survey in June 1991..
 HZ1284
 HZ1284.The geoid height was determined by GEOID03.
 HZ1284
 HZ1284.The dynamic height is computed by dividing the NAVD 88
 HZ1284.geopotential number by the normal gravity value computed on the
 HZ1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1284.degrees latitude (g = 980.6199 gals.).
 HZ1284
 HZ1284.The modeled gravity was interpolated from observed gravity values.
 HZ1284
 HZ1284;                    North         East    Units  Estimated Accuracy
 HZ1284;SPC KY1Z     - 1,203,340.    1,554,330.      MT  (+/- 180 meters Scaled)
 HZ1284
 HZ1284                          SUPERSEDED SURVEY CONTROL
 HZ1284
 HZ1284  NGVD 29 (??/??/92)  268.867  (m)          882.11   (f) ADJ UNCH    2 0
 HZ1284
 HZ1284.Superseded values are not recommended for survey control.
 HZ1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1284.See file dsdata.txt to determine how the superseded data were derived.
 HZ1284
 HZ1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH638256(NAD 83)
 HZ1284_MARKER: DD = SURVEY DISK
 HZ1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1284_STAMPING: I-64 T-15 NO 2 1966
 HZ1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1284+STABILITY: SURFACE MOTION
 HZ1284
 HZ1284  HISTORY     - Date     Condition        Report By
 HZ1284  HISTORY     - 1966     MONUMENTED       PAS
 HZ1284  HISTORY     - 1967     GOOD             PAS
 HZ1284
 HZ1284                          STATION DESCRIPTION
 HZ1284
 HZ1284'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1967
 HZ1284'2.4 MI SW FROM CLAY VILLAGE.
 HZ1284'ABOUT 3.5 MILES WEST ALONG I-64 FROM I-64 WADDY-STATE HIGHWAY
 HZ1284'395 INTERCHANGE AT MILE POST 39.5.  SET ON A KNOLL BETWEEN
 HZ1284'THE LANES OF I-64, APPROXIMATELY 20 FEET ABOVE THE LEVEL OF
 HZ1284'WEST BOUND LANE, 61 FEET SOUTH OF CENTER OF WEST BOUND LANE
 HZ1284'OF I-64, 50 FEET WEST OF A 30 IN WALNUT TREE AND 40 FEET NORTHWEST
 HZ1284'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 HZ1284'HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE POST FLUSH WITH
 HZ1284'GROUND AND STAMPED I-64 T-15 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1289 ***********************************************************************
 HZ1289  DESIGNATION -  I64 T 16
 HZ1289  PID         -  HZ1289
 HZ1289  STATE/COUNTY-  KY/SHELBY
 HZ1289  USGS QUAD   -  WADDY (1984)
 HZ1289
 HZ1289                         *CURRENT SURVEY CONTROL
 HZ1289  ___________________________________________________________________
 HZ1289* NAD 83(1993)-  38 09 42.99596(N)    085 06 09.99611(W)     ADJUSTED  
 HZ1289* NAVD 88     -       263.655  (meters)     865.01   (feet)  ADJUSTED  
 HZ1289  ___________________________________________________________________
 HZ1289  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 HZ1289  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ1289  DYNAMIC HT  -         263.464 (meters)     864.38  (feet)  COMP
 HZ1289  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 HZ1289
 HZ1289  HORZ ORDER  -  SECOND
 HZ1289  VERT ORDER  -  SECOND    CLASS 0
 HZ1289
 HZ1289.The horizontal coordinates were established by classical geodetic methods
 HZ1289.and adjusted by the National Geodetic Survey in December 1995..
 HZ1289
 HZ1289.The orthometric height was determined by differential leveling
 HZ1289.and adjusted by the National Geodetic Survey in June 1991..
 HZ1289
 HZ1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1289
 HZ1289.The geoid height was determined by GEOID03.
 HZ1289
 HZ1289.The dynamic height is computed by dividing the NAVD 88
 HZ1289.geopotential number by the normal gravity value computed on the
 HZ1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1289.degrees latitude (g = 980.6199 gals.).
 HZ1289
 HZ1289.The modeled gravity was interpolated from observed gravity values.
 HZ1289
 HZ1289;                    North         East     Units Scale Factor Converg.
 HZ1289;SPC KY1Z     - 1,203,141.396 1,556,716.833   MT  0.99991732   +0 23 50.5
 HZ1289;SPC KY1Z     - 3,947,306.40  5,107,328.48   sFT  0.99991732   +0 23 50.5
 HZ1289;SPC KY N     -    73,819.349   425,266.383   MT  0.99997620   -0 31 49.7
 HZ1289;SPC KY N     -   242,188.98  1,395,228.12   sFT  0.99997620   -0 31 49.7
 HZ1289;UTM  16      - 4,225,483.904   666,211.426   MT  0.99994025   +1 10 21.1
 HZ1289
 HZ1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1289!SPC KY1Z     -   0.99996390  x   0.99991732  =   0.99988122
 HZ1289!SPC KY N     -   0.99996390  x   0.99997620  =   0.99994010
 HZ1289!UTM  16      -   0.99996390  x   0.99994025  =   0.99990415
 HZ1289
 HZ1289|---------------------------------------------------------------------|
 HZ1289| PID    Reference Object                     Distance      Geod. Az  |
 HZ1289|                                                           dddmmss.s |
 HZ1289| HZ1287 I64 T 16 RM 1                        10.149 METERS 11401     |
 HZ1289| HZ1288 I64 T 16 RM 2                         6.238 METERS 19959     |
 HZ1289|---------------------------------------------------------------------|
 HZ1289
 HZ1289                          SUPERSEDED SURVEY CONTROL
 HZ1289
 HZ1289  NAD 83(1986)-  38 09 42.99847(N)    085 06 10.00051(W) AD(       ) 2
 HZ1289  NAD 27      -  38 09 42.73813(N)    085 06 10.16674(W) AD(       ) 2
 HZ1289  NGVD 29 (??/??/92)  263.810  (m)          865.52   (f) ADJ UNCH    2 0
 HZ1289
 HZ1289.Superseded values are not recommended for survey control.
 HZ1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1289.See file dsdata.txt to determine how the superseded data were derived.
 HZ1289
 HZ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6621125484(NAD 83)
 HZ1289_MARKER: DD = SURVEY DISK
 HZ1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1289_STAMPING: I-64 T-16 1966
 HZ1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1289+STABILITY: SURFACE MOTION
 HZ1289
 HZ1289  HISTORY     - Date     Condition        Report By
 HZ1289  HISTORY     - 1966     MONUMENTED       KYHD
 HZ1289  HISTORY     - 1967     GOOD             PAS
 HZ1289
 HZ1289                          STATION DESCRIPTION
 HZ1289
 HZ1289'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ1289'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF WADDY AND ABOUT 2
 HZ1289'MILES SOUTH OF CLAY VILLAGE.  IT IS NEAR THE SOUTH R/W FENCE OF
 HZ1289'INTERSTATE ROUTE 64.
 HZ1289'
 HZ1289'TO REACH THE STATION FROM THE INTERSTATE ROUTE 64 AND STATE HIGHWAY
 HZ1289'395 INTERCHANGE ABOUT 1 MILE NORTH OF WADDY, GO WEST ON INTERSTATE
 HZ1289'ROUTE 64 FOR 1.7 MILES TO AZIMUTH MARK ON THE LEFT IN HEADWALL OF
 HZ1289'CULVERT UNDER EAST BOUND LANE.  CONTINUE WEST ON INTERSTATE 64
 HZ1289'FOR 0.2 MILE TO STATION ON THE LEFT NEAR SOUTH R/W FENCE.
 HZ1289'
 HZ1289'STATION MARK IS ABOUT 245 FEET NORTHWEST OF METAL R/W FENCE POST WITH
 HZ1289'2 BRACES ABOUT 155 FEET NORTHEAST OF ANOTHER R/W FENCE POST WITH 2
 HZ1289'BRACES, 87 FEET SOUTH OF THE CENTER OF EAST BOUND LANE, 21-1/2
 HZ1289'FEET NORTH OF SOUTH R/W FENCE AND 21.2 FEET NORTH OF METAL WITNESS
 HZ1289'POST AND SIGN.  THE MARK IS SET IN TOP OF CONCRETE FLUSH WITH
 HZ1289'GROUND AND STAMPED I 64 T-16 1966.
 HZ1289'
 HZ1289'REFERENCE MARK NO. 1 IS EAST OF STATION, 89 FEET SOUTH OF THE CENTER
 HZ1289'OF EAST BOUND LANE, 38 FEET NORTHEAST OF METAL WITNESS POST AND
 HZ1289'SIGN AND 20 FEET NORTH OF SOUTH R/W FENCE.  THE MARK IS SET IN TOP
 HZ1289'OF CONCRETE FLUSH WITH GROUND AND STAMPED I 64 T-16 NO. 1 1966.
 HZ1289'
 HZ1289'REFERENCE MARK NO. 2 IS SOUTH OF STATION, ABOUT 154 FEET EAST OF
 HZ1289'METAL R/W FENCE POST WITH 2 BRACES, 109 FEET SOUTH OF THE CENTER OF
 HZ1289'EAST BOUND LANE, 1.2 FEET NORTH OF R/W FENCE AND 1 FOOT NORTH OF
 HZ1289'METAL WITNESS POST AND SIGN.  THE MARK IS SET IN TOP OF CONCRETE
 HZ1289'FLUSH WITH GROUND AND STAMPED I 64 T-16 NO. 2 1966.
 HZ1289'
 HZ1289'BENCH MARK I 64 L-36 1966 WAS USED FOR THE AZIMUTH MARK.  IT IS
 HZ1289'ABOUT 0.2 MILE EAST OF STATION.  55 FEET NORTH OF THE CENTER OF EAST
 HZ1289'BOUND LANE AND 20 FEET SOUTH OF A 30-INCH HACKBERRY TREE.  THE MARK
 HZ1289'IS SET IN DRILL HOLE IN THE CENTER OF THE NORTH HEADWALL OF
 HZ1289'CONCRETE CULVERT UNDER EAST BOUND LANE AND STAMPED I 64 L-36
 HZ1289'1966.
 HZ1289'
 HZ1289'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ1289'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 HZ1289'
 HZ1289'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 HZ1289
 HZ1289                          STATION RECOVERY (1967)
 HZ1289
 HZ1289'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1967
 HZ1289'2 MI S FROM CLAY VILLAGE.
 HZ1289'ABOUT 1.9 MILES WEST ALONG I-64 FROM THE WADDY-STATE HIGHWAY
 HZ1289'395 INTERCHANGE AT MILE POST 41.1.  THE STATION IS ON THE LEFT
 HZ1289'NEAR THE SOUTH RIGHT OF WAY FENCE, 245 FEET NORTHWEST OF METAL
 HZ1289'RIGHT OF WAY FENCE POST WITH 2 BRACE POSTS, 155 FEET NORTHEAST
 HZ1289'OF ANOTHER METAL RIGHT OF WAY FENCE POST WITH 2 BRACE POSTS,
 HZ1289'87 FEET SOUTH OF CENTER OF EAST BOUND LANE, 21.5 FEET NORTH
 HZ1289'OF RIGHT OF WAY FENCE AND 21.2 FEET NORTH OF METAL WITNESS POST
 HZ1289'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET
 HZ1289'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED
 HZ1289'I-64 T-16 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1287 ***********************************************************************
 HZ1287  DESIGNATION -  I64 T 16 RM 1
 HZ1287  PID         -  HZ1287
 HZ1287  STATE/COUNTY-  KY/SHELBY
 HZ1287  USGS QUAD   -  WADDY (1984)
 HZ1287
 HZ1287                         *CURRENT SURVEY CONTROL
 HZ1287  ___________________________________________________________________
 HZ1287* NAD 83(1986)-  38 09 41.     (N)    085 06 05.     (W)     SCALED    
 HZ1287* NAVD 88     -       263.348  (meters)     864.00   (feet)  ADJUSTED  
 HZ1287  ___________________________________________________________________
 HZ1287  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ1287  DYNAMIC HT  -         263.157 (meters)     863.37  (feet)  COMP
 HZ1287  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 HZ1287
 HZ1287  VERT ORDER  -  SECOND    CLASS 0
 HZ1287
 HZ1287.The horizontal coordinates were scaled from a topographic map and have
 HZ1287.an estimated accuracy of +/- 6 seconds.
 HZ1287
 HZ1287.The orthometric height was determined by differential leveling
 HZ1287.and adjusted by the National Geodetic Survey in June 1991..
 HZ1287
 HZ1287.The geoid height was determined by GEOID03.
 HZ1287
 HZ1287.The dynamic height is computed by dividing the NAVD 88
 HZ1287.geopotential number by the normal gravity value computed on the
 HZ1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1287.degrees latitude (g = 980.6199 gals.).
 HZ1287
 HZ1287.The modeled gravity was interpolated from observed gravity values.
 HZ1287
 HZ1287;                    North         East    Units  Estimated Accuracy
 HZ1287;SPC KY1Z     - 1,203,080.    1,556,840.      MT  (+/- 180 meters Scaled)
 HZ1287
 HZ1287                          SUPERSEDED SURVEY CONTROL
 HZ1287
 HZ1287  NGVD 29 (??/??/92)  263.504  (m)          864.51   (f) ADJ UNCH    2 0
 HZ1287
 HZ1287.Superseded values are not recommended for survey control.
 HZ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1287.See file dsdata.txt to determine how the superseded data were derived.
 HZ1287
 HZ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH663254(NAD 83)
 HZ1287_MARKER: DD = SURVEY DISK
 HZ1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1287_STAMPING: I-64 T-16 NO 1 1966
 HZ1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1287+STABILITY: SURFACE MOTION
 HZ1287
 HZ1287  HISTORY     - Date     Condition        Report By
 HZ1287  HISTORY     - 1966     MONUMENTED       PAS
 HZ1287  HISTORY     - 1967     GOOD             PAS
 HZ1287
 HZ1287                          STATION DESCRIPTION
 HZ1287
 HZ1287'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1967
 HZ1287'2 MI S FROM CLAY VILLAGE.
 HZ1287'ABOUT 1.9 MILES WEST ALONG I-64 FROM THE WADDY-STATE HIGHWAY
 HZ1287'395 INTERCHANGE AT MILE POST 41-1.  STATION IS ON THE LEFT
 HZ1287'NEAR RIGHT OF WAY FENCE, 89 FEET SOUTH OF CENTER OF EAST BOUND
 HZ1287'LANE, 20 FEET NORTH OF RIGHT OF WAY FENCE AND 38 FEET NORTHEAST
 HZ1287'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 HZ1287'HIGHWAYS SURVEY TABLET SET IN A CONCRETE POST FLUSH WITH GROUND
 HZ1287'AND STAMPED I-64 T-16 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1288 ***********************************************************************
 HZ1288  DESIGNATION -  I64 T 16 RM 2
 HZ1288  PID         -  HZ1288
 HZ1288  STATE/COUNTY-  KY/SHELBY
 HZ1288  USGS QUAD   -  WADDY (1984)
 HZ1288
 HZ1288                         *CURRENT SURVEY CONTROL
 HZ1288  ___________________________________________________________________
 HZ1288* NAD 83(1986)-  38 09 41.     (N)    085 06 05.     (W)     SCALED    
 HZ1288* NAVD 88     -       263.912  (meters)     865.85   (feet)  ADJUSTED  
 HZ1288  ___________________________________________________________________
 HZ1288  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ1288  DYNAMIC HT  -         263.721 (meters)     865.22  (feet)  COMP
 HZ1288  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 HZ1288
 HZ1288  VERT ORDER  -  SECOND    CLASS 0
 HZ1288
 HZ1288.The horizontal coordinates were scaled from a topographic map and have
 HZ1288.an estimated accuracy of +/- 6 seconds.
 HZ1288
 HZ1288.The orthometric height was determined by differential leveling
 HZ1288.and adjusted by the National Geodetic Survey in June 1991..
 HZ1288
 HZ1288.The geoid height was determined by GEOID03.
 HZ1288
 HZ1288.The dynamic height is computed by dividing the NAVD 88
 HZ1288.geopotential number by the normal gravity value computed on the
 HZ1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1288.degrees latitude (g = 980.6199 gals.).
 HZ1288
 HZ1288.The modeled gravity was interpolated from observed gravity values.
 HZ1288
 HZ1288;                    North         East    Units  Estimated Accuracy
 HZ1288;SPC KY1Z     - 1,203,080.    1,556,840.      MT  (+/- 180 meters Scaled)
 HZ1288
 HZ1288                          SUPERSEDED SURVEY CONTROL
 HZ1288
 HZ1288  NGVD 29 (??/??/92)  264.068  (m)          866.36   (f) ADJ UNCH    2 0
 HZ1288
 HZ1288.Superseded values are not recommended for survey control.
 HZ1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1288.See file dsdata.txt to determine how the superseded data were derived.
 HZ1288
 HZ1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH663254(NAD 83)
 HZ1288_MARKER: DD = SURVEY DISK
 HZ1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1288_STAMPING: I-64 T-16 NO 2 1966
 HZ1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1288+STABILITY: SURFACE MOTION
 HZ1288
 HZ1288  HISTORY     - Date     Condition        Report By
 HZ1288  HISTORY     - 1966     MONUMENTED       PAS
 HZ1288  HISTORY     - 1967     GOOD             PAS
 HZ1288
 HZ1288                          STATION DESCRIPTION
 HZ1288
 HZ1288'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1967
 HZ1288'2 MI S FROM CLAY VILLAGE.
 HZ1288'ABOUT 1.9 MILES WEST ALONG I-64 FROM THE WADDY-STATE HIGHWAY
 HZ1288'395 INTERCHANGE AT MILE POST 41.1.  STATION IS ON LEFT NEAR RIGHT
 HZ1288'OF WAY FENCE, 154 FEET EAST OF METAL RIGHT OF WAY FENCE POST
 HZ1288'WITH 2 BRACE POSTS, 109 FEET SOUTH OF CENTER OF EAST BOUND
 HZ1288'LANE, 1.2 FEET NORTH OF RIGHT OF WAY FENCE AND 0.9 FOOT NORHT OF
 HZ1288'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ1288'SURVEY TABLET SET IN A CONCRETE POST FLUSH WITH GROUND AND
 HZ1288'STAMPED I-64 T-16 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1294 ***********************************************************************
 HZ1294  DESIGNATION -  I64 T 17
 HZ1294  PID         -  HZ1294
 HZ1294  STATE/COUNTY-  KY/SHELBY
 HZ1294  USGS QUAD   -  WADDY (1984)
 HZ1294
 HZ1294                         *CURRENT SURVEY CONTROL
 HZ1294  ___________________________________________________________________
 HZ1294* NAD 83(1993)-  38 09 13.32846(N)    085 04 12.13734(W)     ADJUSTED  
 HZ1294* NAVD 88     -       271.146  (meters)     889.58   (feet)  ADJUSTED  
 HZ1294  ___________________________________________________________________
 HZ1294  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 HZ1294  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ1294  DYNAMIC HT  -         270.950 (meters)     888.94  (feet)  COMP
 HZ1294  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 HZ1294
 HZ1294  HORZ ORDER  -  SECOND
 HZ1294  VERT ORDER  -  SECOND    CLASS 0
 HZ1294
 HZ1294.The horizontal coordinates were established by classical geodetic methods
 HZ1294.and adjusted by the National Geodetic Survey in December 1995..
 HZ1294
 HZ1294.The orthometric height was determined by differential leveling
 HZ1294.and adjusted by the National Geodetic Survey in June 1991..
 HZ1294
 HZ1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1294
 HZ1294.The geoid height was determined by GEOID03.
 HZ1294
 HZ1294.The dynamic height is computed by dividing the NAVD 88
 HZ1294.geopotential number by the normal gravity value computed on the
 HZ1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1294.degrees latitude (g = 980.6199 gals.).
 HZ1294
 HZ1294.The modeled gravity was interpolated from observed gravity values.
 HZ1294
 HZ1294;                    North         East     Units Scale Factor Converg.
 HZ1294;SPC KY1Z     - 1,202,247.153 1,559,592.360   MT  0.99991662   +0 25 02.9
 HZ1294;SPC KY1Z     - 3,944,372.53  5,116,762.60   sFT  0.99991662   +0 25 02.9
 HZ1294;SPC KY N     -    72,878.610   428,127.225   MT  0.99997697   -0 30 36.4
 HZ1294;SPC KY N     -   239,102.57  1,404,614.07   sFT  0.99997697   -0 30 36.4
 HZ1294;UTM  16      - 4,224,628.619   669,098.871   MT  0.99995217   +1 11 33.2
 HZ1294
 HZ1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1294!SPC KY1Z     -   0.99996272  x   0.99991662  =   0.99987935
 HZ1294!SPC KY N     -   0.99996272  x   0.99997697  =   0.99993969
 HZ1294!UTM  16      -   0.99996272  x   0.99995217  =   0.99991489
 HZ1294
 HZ1294:                Primary Azimuth Mark                     Grid Az
 HZ1294:SPC KY1Z     -  I64 T 17 AZ MK                           107 05 19.9
 HZ1294:SPC KY N     -  I64 T 17 AZ MK                           108 00 59.2
 HZ1294:UTM  16      -  I64 T 17 AZ MK                           106 18 49.6
 HZ1294
 HZ1294|---------------------------------------------------------------------|
 HZ1294| PID    Reference Object                     Distance      Geod. Az  |
 HZ1294|                                                           dddmmss.s |
 HZ1294| HZ1295 I64 T 17 AZ MK                                     1073022.8 |
 HZ1294| HZ1292 I64 T 17 RM 1                         9.886 METERS 10949     |
 HZ1294| HZ1293 I64 T 17 RM 2                        10.240 METERS 20146     |
 HZ1294|---------------------------------------------------------------------|
 HZ1294
 HZ1294                          SUPERSEDED SURVEY CONTROL
 HZ1294
 HZ1294  NAD 83(1986)-  38 09 13.33078(N)    085 04 12.14188(W) AD(       ) 2
 HZ1294  NAD 27      -  38 09 13.07156(N)    085 04 12.31047(W) AD(       ) 2
 HZ1294  NGVD 29 (??/??/92)  271.303  (m)          890.10   (f) ADJ UNCH    2 0
 HZ1294
 HZ1294.Superseded values are not recommended for survey control.
 HZ1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1294.See file dsdata.txt to determine how the superseded data were derived.
 HZ1294
 HZ1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6909924629(NAD 83)
 HZ1294_MARKER: DD = SURVEY DISK
 HZ1294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1294_SP_SET: CURB
 HZ1294_STAMPING: I-64 T-17 1966
 HZ1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1294
 HZ1294  HISTORY     - Date     Condition        Report By
 HZ1294  HISTORY     - 1966     MONUMENTED       KYHD
 HZ1294  HISTORY     - 1967     GOOD             PAS
 HZ1294
 HZ1294                          STATION DESCRIPTION
 HZ1294
 HZ1294'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ1294'STATION IS LOCATED AT THE INTERSTATE ROUTE 64 AND STATE HIGHWAY 395
 HZ1294'INTERCHANGE WHICH IS ABOUT 1 MILE NORTH OF WADDY.  IT IS NEAR THE
 HZ1294'SOUTH END OF HIGHWAY 395 OVERPASS.  48 FEET SOUTH OF A POINT OVER
 HZ1294'THE CENTER OF EAST BOUND LANE OF INTERSTATE 64, 16 FEET WEST OF
 HZ1294'THE CENTER OF HIGHWAY 395 AND 27 FEET NORTH OF THE SOUTH END OF
 HZ1294'OVERPASS.  THE MARK IS SET IN DRILL HOLE IN THE WEST CONCRETE
 HZ1294'CURBING OF OVERPASS AND STAMPED I 64 T-17 1966.
 HZ1294'
 HZ1294'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION.  48 FEET SOUTH OF
 HZ1294'A POINT OVER THE CENTER OF EAST BOUND LANE, 27 FEET NORTH OF THE
 HZ1294'SOUTH END OF OVERPASS AND 16 FEET EAST OF THE CENTER OF HIGHWAY
 HZ1294'395.  THE MARK IS SET IN DRILL HOLE IN THE EAST CONCRETE CURBING
 HZ1294'OF OVERPASS AND STAMPED I 64 T-17 NO. 1 1966.
 HZ1294'
 HZ1294'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION.  ABOUT 80 FEET
 HZ1294'SOUTH-SOUTHWEST OF A POINT OVER THE CENTER OF EAST BOUND LANE, 18
 HZ1294'FEET WEST OF THE CENTER OF HIGHWAY 395 AND 8-1/2 FEET NORTHEAST OF
 HZ1294'THE NORTH END OF METAL GUARD RAIL.  THE MARK IS SET IN DRILL HOLE
 HZ1294'IN THE WEST CONCRETE CURBING OF OVERPASS AND STAMPED I 64 T-17
 HZ1294'NO. 2 1966.
 HZ1294'
 HZ1294'AZIMUTH MARK IS ABOUT 0.6 MILE EAST-SOUTHEAST OF STATION.  IT IS
 HZ1294'ON AN EMBANKMENT ABOUT 20 FEET HIGHER THAN INTERSTATE ROUTE 64 AND
 HZ1294'NEAR THE SOUTH R/W FENCE OF INTERSTATE 64.  APPROXIMATELY 81 FEET
 HZ1294'SOUTH OF THE CENTER OF EAST BOUND LANE, 42 FEET NORTHWEST OF RIGHT
 HZ1294'ANGLE OFFSET IN R/W FENCE AND 2 FEET WEST OF METAL WITNESS POST
 HZ1294'AND SIGN.  THE MARK IS SET IN TOP OF CONCRETE FLUSH WITH GROUND
 HZ1294'AND STAMPED I 64 T-17 1966.
 HZ1294'
 HZ1294'STATION, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY DEPARTMENT OF
 HZ1294'HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 HZ1294'
 HZ1294'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HZ1294
 HZ1294                          STATION RECOVERY (1967)
 HZ1294
 HZ1294'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1967
 HZ1294'1.2 MI N FROM WADDY.
 HZ1294'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 395 FROM THE POST
 HZ1294'OFFICE AT WADDY, TO THE CONCRETE OVERPASS OVER I-64 (I-64 MILE
 HZ1294'POST 43), 48 FEET SOUTH OF CENTER OF EAST BOUND LANE OF
 HZ1294'I-64, 16 FEET WEST OF CENTER OF STATE HIGHWAY 395 AND 27 FEET
 HZ1294'NORTH OF SOUTH END OF OVERPASS.  A KENTUCKY DEPARTMENT OF
 HZ1294'HIGHWAYS SURVEY TABLET SET IN DRILL HOLE IN THE WEST CONCRETE
 HZ1294'CURBNG OF OVERPASS AND STAMPED I-64 T-17 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1295 ***********************************************************************
 HZ1295  DESIGNATION -  I64 T 17 AZ MK
 HZ1295  PID         -  HZ1295
 HZ1295  STATE/COUNTY-  KY/SHELBY
 HZ1295  USGS QUAD   -  WADDY (1984)
 HZ1295
 HZ1295                         *CURRENT SURVEY CONTROL
 HZ1295  ___________________________________________________________________
 HZ1295* NAD 83(1986)-  38 09 03.     (N)    085 03 31.     (W)     SCALED    
 HZ1295* NAVD 88     -       256.549  (meters)     841.69   (feet)  ADJUSTED  
 HZ1295  ___________________________________________________________________
 HZ1295  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ1295  DYNAMIC HT  -         256.363 (meters)     841.08  (feet)  COMP
 HZ1295  MODELED GRAV-     979,900.8   (mgal)                       NAVD 88
 HZ1295
 HZ1295  VERT ORDER  -  SECOND    CLASS 0
 HZ1295
 HZ1295.The horizontal coordinates were scaled from a topographic map and have
 HZ1295.an estimated accuracy of +/- 6 seconds.
 HZ1295
 HZ1295.The orthometric height was determined by differential leveling
 HZ1295.and adjusted by the National Geodetic Survey in June 1991..
 HZ1295
 HZ1295.The geoid height was determined by GEOID03.
 HZ1295
 HZ1295.The dynamic height is computed by dividing the NAVD 88
 HZ1295.geopotential number by the normal gravity value computed on the
 HZ1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1295.degrees latitude (g = 980.6199 gals.).
 HZ1295
 HZ1295.The modeled gravity was interpolated from observed gravity values.
 HZ1295
 HZ1295;                    North         East    Units  Estimated Accuracy
 HZ1295;SPC KY1Z     - 1,201,940.    1,560,600.      MT  (+/- 180 meters Scaled)
 HZ1295
 HZ1295                          SUPERSEDED SURVEY CONTROL
 HZ1295
 HZ1295  NGVD 29 (??/??/92)  256.707  (m)          842.21   (f) ADJ UNCH    2 0
 HZ1295
 HZ1295.Superseded values are not recommended for survey control.
 HZ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1295.See file dsdata.txt to determine how the superseded data were derived.
 HZ1295
 HZ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH701243(NAD 83)
 HZ1295_MARKER: DD = SURVEY DISK
 HZ1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1295_STAMPING: I-64 T-17 1966
 HZ1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1295+STABILITY: SURFACE MOTION
 HZ1295
 HZ1295  HISTORY     - Date     Condition        Report By
 HZ1295  HISTORY     - 1966     MONUMENTED       PAS
 HZ1295  HISTORY     - 1968     GOOD             PAS
 HZ1295
 HZ1295                          STATION DESCRIPTION
 HZ1295
 HZ1295'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ1295'1.2 MI NE FROM WADDY.
 HZ1295'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 395 FROM THE POST
 HZ1295'OFFICE AT WADDY, THENCE, ABOUT 0.6 MILE EAST ALONG I-64 TO AN
 HZ1295'EMBANKMENT ON THE RIGHT AND THE MARK AT THE TOP, APPROXIMATELY
 HZ1295'20 FEET ABOVE THE LEVEL OF EAST BOUND LANE OF THE MARK AT THE
 HZ1295'TOP, APPROXIMATELY 20 FEET ABOVE THE LEVEL OF EAST BOUND LANE
 HZ1295'OF I-64 (I-64 MILE POST 43.6), 81 FEET SOUTH OF CENTER OF
 HZ1295'EAST BOUND LANE OF I-64, 42 FEET NORTHWEST OF RIGHT ANGLE OFFSET
 HZ1295'IN RIGHT OF WAY FENCE, 27 FEET NORTH OF RIGHT OF WAY FENCE
 HZ1295'AND 2.0 FEET WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HZ1295'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE
 HZ1295'POST FLUSH WITH GROUND AND STAMPED I-64 T-17 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1292 ***********************************************************************
 HZ1292  DESIGNATION -  I64 T 17 RM 1
 HZ1292  PID         -  HZ1292
 HZ1292  STATE/COUNTY-  KY/SHELBY
 HZ1292  USGS QUAD   -  WADDY (1984)
 HZ1292
 HZ1292                         *CURRENT SURVEY CONTROL
 HZ1292  ___________________________________________________________________
 HZ1292* NAD 83(1986)-  38 09 13.     (N)    085 04 11.     (W)     SCALED    
 HZ1292* NAVD 88     -       271.137  (meters)     889.56   (feet)  ADJUSTED  
 HZ1292  ___________________________________________________________________
 HZ1292  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ1292  DYNAMIC HT  -         270.941 (meters)     888.91  (feet)  COMP
 HZ1292  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 HZ1292
 HZ1292  VERT ORDER  -  SECOND    CLASS 0
 HZ1292
 HZ1292.The horizontal coordinates were scaled from a topographic map and have
 HZ1292.an estimated accuracy of +/- 6 seconds.
 HZ1292
 HZ1292.The orthometric height was determined by differential leveling
 HZ1292.and adjusted by the National Geodetic Survey in June 1991..
 HZ1292
 HZ1292.The geoid height was determined by GEOID03.
 HZ1292
 HZ1292.The dynamic height is computed by dividing the NAVD 88
 HZ1292.geopotential number by the normal gravity value computed on the
 HZ1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1292.degrees latitude (g = 980.6199 gals.).
 HZ1292
 HZ1292.The modeled gravity was interpolated from observed gravity values.
 HZ1292
 HZ1292;                    North         East    Units  Estimated Accuracy
 HZ1292;SPC KY1Z     - 1,202,240.    1,559,620.      MT  (+/- 180 meters Scaled)
 HZ1292
 HZ1292                          SUPERSEDED SURVEY CONTROL
 HZ1292
 HZ1292  NGVD 29 (??/??/92)  271.295  (m)          890.07   (f) ADJ UNCH    2 0
 HZ1292
 HZ1292.Superseded values are not recommended for survey control.
 HZ1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1292.See file dsdata.txt to determine how the superseded data were derived.
 HZ1292
 HZ1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH691246(NAD 83)
 HZ1292_MARKER: DD = SURVEY DISK
 HZ1292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1292_SP_SET: CURB
 HZ1292_STAMPING: I-64 T-17 NO 1 1966
 HZ1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1292
 HZ1292  HISTORY     - Date     Condition        Report By
 HZ1292  HISTORY     - 1966     MONUMENTED       PAS
 HZ1292  HISTORY     - 1967     GOOD             PAS
 HZ1292
 HZ1292                          STATION DESCRIPTION
 HZ1292
 HZ1292'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1967
 HZ1292'1.2 MI N FROM WADDY.
 HZ1292'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 395 FROM THE POST
 HZ1292'OFFICE AT WADDY, TO THE CONCRETE OVERPASS OVER I-64 (I-64 MILE
 HZ1292'POST 43), 48 FEET SOUTH OF CENTER OF EAST BOUND LANE OF I-64,
 HZ1292'16 FEET EAST OF CENTER OF STATE HIGHWAY 395 AND 27 FEET NORTH
 HZ1292'OF SOUTH END OF OVERPASS.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ1292'SURVEY TABLET SET IN A DRILL HOLE IN CONCRETE CURB OF OVERPASS
 HZ1292'FLUSH WITH SURFACE AND STAMPED I-64 T-17 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1293 ***********************************************************************
 HZ1293  DESIGNATION -  I64 T 17 RM 2
 HZ1293  PID         -  HZ1293
 HZ1293  STATE/COUNTY-  KY/SHELBY
 HZ1293  USGS QUAD   -  WADDY (1984)
 HZ1293
 HZ1293                         *CURRENT SURVEY CONTROL
 HZ1293  ___________________________________________________________________
 HZ1293* NAD 83(1986)-  38 09 13.     (N)    085 04 11.     (W)     SCALED    
 HZ1293* NAVD 88     -       271.142  (meters)     889.57   (feet)  ADJUSTED  
 HZ1293  ___________________________________________________________________
 HZ1293  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ1293  DYNAMIC HT  -         270.946 (meters)     888.93  (feet)  COMP
 HZ1293  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 HZ1293
 HZ1293  VERT ORDER  -  SECOND    CLASS 0
 HZ1293
 HZ1293.The horizontal coordinates were scaled from a topographic map and have
 HZ1293.an estimated accuracy of +/- 6 seconds.
 HZ1293
 HZ1293.The orthometric height was determined by differential leveling
 HZ1293.and adjusted by the National Geodetic Survey in June 1991..
 HZ1293
 HZ1293.The geoid height was determined by GEOID03.
 HZ1293
 HZ1293.The dynamic height is computed by dividing the NAVD 88
 HZ1293.geopotential number by the normal gravity value computed on the
 HZ1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1293.degrees latitude (g = 980.6199 gals.).
 HZ1293
 HZ1293.The modeled gravity was interpolated from observed gravity values.
 HZ1293
 HZ1293;                    North         East    Units  Estimated Accuracy
 HZ1293;SPC KY1Z     - 1,202,240.    1,559,620.      MT  (+/- 180 meters Scaled)
 HZ1293
 HZ1293                          SUPERSEDED SURVEY CONTROL
 HZ1293
 HZ1293  NGVD 29 (??/??/92)  271.300  (m)          890.09   (f) ADJ UNCH    2 0
 HZ1293
 HZ1293.Superseded values are not recommended for survey control.
 HZ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1293.See file dsdata.txt to determine how the superseded data were derived.
 HZ1293
 HZ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH691246(NAD 83)
 HZ1293_MARKER: DD = SURVEY DISK
 HZ1293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1293_SP_SET: CURB
 HZ1293_STAMPING: I-64 T-17 NO 2 1966
 HZ1293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1293
 HZ1293  HISTORY     - Date     Condition        Report By
 HZ1293  HISTORY     - 1966     MONUMENTED       PAS
 HZ1293  HISTORY     - 1967     GOOD             PAS
 HZ1293
 HZ1293                          STATION DESCRIPTION
 HZ1293
 HZ1293'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1967
 HZ1293'1.2 MI N FROM WADDY.
 HZ1293'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 395 FROM THE POST
 HZ1293'OFFICE AT WADDY TO THE CONCRETE OVERPASS OVER I-64 (I-64 MILE
 HZ1293'POST 43), 80 FEET SOUTH OF CENTER OF EAST BOUND LANE OF I-64,
 HZ1293'18 FEET WEST OF CENTER OF STATE HIGHWAY 395 AND 8.5 FEET NORTHEAST
 HZ1293'OF NORTH END OF STEEL GUARD RAIL.  A KENTUCKY DEPARTMENT OF
 HZ1293'HIGHWAYS SURVEY TABLET SET IN A DRILL HOLE IN CONCRETE
 HZ1293'CURB FLUSH WITH SURFCE AND STAMPED I-64 T-17 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1297 ***********************************************************************
 HZ1297  DESIGNATION -  I64 T 18
 HZ1297  PID         -  HZ1297
 HZ1297  STATE/COUNTY-  KY/FRANKLIN
 HZ1297  USGS QUAD   -  WADDY (1984)
 HZ1297
 HZ1297                         *CURRENT SURVEY CONTROL
 HZ1297  ___________________________________________________________________
 HZ1297* NAD 83(1993)-  38 08 47.59420(N)    085 00 56.43716(W)     ADJUSTED  
 HZ1297* NAVD 88     -       253.148  (meters)     830.54   (feet)  ADJUSTED  
 HZ1297  ___________________________________________________________________
 HZ1297  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HZ1297  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ1297  DYNAMIC HT  -         252.965 (meters)     829.94  (feet)  COMP
 HZ1297  MODELED GRAV-     979,902.2   (mgal)                       NAVD 88
 HZ1297
 HZ1297  HORZ ORDER  -  SECOND
 HZ1297  VERT ORDER  -  SECOND    CLASS 0
 HZ1297
 HZ1297.The horizontal coordinates were established by classical geodetic methods
 HZ1297.and adjusted by the National Geodetic Survey in December 1995..
 HZ1297
 HZ1297.The orthometric height was determined by differential leveling
 HZ1297.and adjusted by the National Geodetic Survey in June 1991..
 HZ1297
 HZ1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1297
 HZ1297.The geoid height was determined by GEOID03.
 HZ1297
 HZ1297.The dynamic height is computed by dividing the NAVD 88
 HZ1297.geopotential number by the normal gravity value computed on the
 HZ1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1297.degrees latitude (g = 980.6199 gals.).
 HZ1297
 HZ1297.The modeled gravity was interpolated from observed gravity values.
 HZ1297
 HZ1297;                    North         East     Units Scale Factor Converg.
 HZ1297;SPC KY1Z     - 1,201,489.877 1,564,362.761   MT  0.99991602   +0 27 03.0
 HZ1297;SPC KY1Z     - 3,941,888.04  5,132,413.49   sFT  0.99991602   +0 27 03.0
 HZ1297;SPC KY N     -    72,044.173   432,885.035   MT  0.99997766   -0 28 34.7
 HZ1297;SPC KY N     -   236,364.92  1,420,223.65   sFT  0.99997766   -0 28 34.7
 HZ1297;UTM  16      - 4,223,935.913   673,879.299   MT  0.99997237   +1 13 33.5
 HZ1297
 HZ1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1297!SPC KY1Z     -   0.99996555  x   0.99991602  =   0.99988157
 HZ1297!SPC KY N     -   0.99996555  x   0.99997766  =   0.99994321
 HZ1297!UTM  16      -   0.99996555  x   0.99997237  =   0.99993792
 HZ1297
 HZ1297|---------------------------------------------------------------------|
 HZ1297| PID    Reference Object                     Distance      Geod. Az  |
 HZ1297|                                                           dddmmss.s |
 HZ1297| HZ1298 I64 T 18 RM 1                        14.753 METERS 04308     |
 HZ1297| HZ1299 I64 T 18 RM 2                         9.079 METERS 11045     |
 HZ1297|---------------------------------------------------------------------|
 HZ1297
 HZ1297                          SUPERSEDED SURVEY CONTROL
 HZ1297
 HZ1297  NAD 83(1986)-  38 08 47.59621(N)    085 00 56.44157(W) AD(       ) 2
 HZ1297  NAD 27      -  38 08 47.33857(N)    085 00 56.61470(W) AD(       ) 2
 HZ1297  NGVD 29 (??/??/92)  253.308  (m)          831.06   (f) ADJ UNCH    2 0
 HZ1297
 HZ1297.Superseded values are not recommended for survey control.
 HZ1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1297.See file dsdata.txt to determine how the superseded data were derived.
 HZ1297
 HZ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH7387923936(NAD 83)
 HZ1297_MARKER: DD = SURVEY DISK
 HZ1297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1297_SP_SET: OVERPASS
 HZ1297_STAMPING: I-64 T-18 1966
 HZ1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1297
 HZ1297  HISTORY     - Date     Condition        Report By
 HZ1297  HISTORY     - 1966     MONUMENTED       KYHD
 HZ1297  HISTORY     - 1968     GOOD             PAS
 HZ1297
 HZ1297                          STATION DESCRIPTION
 HZ1297
 HZ1297'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ1297'STATION IS LOCATED ABOUT 0.85 MILE SOUTH OF GRAEFENBURG, NEAR THE
 HZ1297'SOUTH END OF STATE HIGHWAY 1472 BRIDGE OVER INTERSTATE ROUTE 64.
 HZ1297'
 HZ1297'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HZ1297'HIGHWAY 1472 IN GRAEFENBURG, GO SOUTH ON STATE HIGHWAY 1472 FOR 0.85
 HZ1297'MILE TO OVERPASS AND STATION NEAR SOUTH END.
 HZ1297'
 HZ1297'STATION MAY ALSO BE REACHED BY GOING WEST ON INTERSTATE ROUTE 64
 HZ1297'FROM THE GRAEFENBURG-LAWRENCEBURG INTERCHANGE (STATE HIGHWAY 151)
 HZ1297'FOR 1.4 MILES TO OVERPASS AND STATION NEAR SOUTH END.
 HZ1297'
 HZ1297'STATION MARK IS ABOUT 89 FEET SOUTHWEST OF A POINT OVER THE CENTER
 HZ1297'OF EAST BOUND LANE, 13-1/2 FEET NORTHEAST OF THE NORTH END OF METAL
 HZ1297'GUARD RAIL, 13 FEET NORTHWEST OF THE CENTER OF HIGHWAY 1472 AND 1
 HZ1297'1/2 FEET EAST OF ALUMINUM HAND RAIL.  THE MARK IS SET IN DRILL HOLE
 HZ1297'IN THE WEST CURBING OF OVERPASS AND STAMPED I 64 T-18 1966.
 HZ1297'
 HZ1297'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION.  45 FEET NORTH OF
 HZ1297'THE SOUTH END OF OVERPASS, 40 FEET SOUTHWEST OF A POINT OVER THE
 HZ1297'CENTER OF EAST BOUND LANE AND 13 FEET EAST OF THE CENTER OF HIGHWAY
 HZ1297'1472.  THE MARK IS SET IN DRILL HOLE IN THE EAST CURBING OF
 HZ1297'OVERPASS AND STAMPED I 64 T-18 NO. 1 1966.
 HZ1297'
 HZ1297'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF STATION.  ABOUT 94 FEET
 HZ1297'SOUTH OF A POINT OVER THE CENTER OF EAST BOUND LANE, 14 FEET EAST OF
 HZ1297'THE CENTER OF HIGHWAY 1472 AND 2 FEET NORTHEAST OF NORTH END OF
 HZ1297'METAL GUARD RAIL.  THE MARK IS SET IN DRILL HOLE IN THE EAST
 HZ1297'CURBING OF OVERPASS AND STAMPED I 64 T-18 NO. 2 1966.
 HZ1297'
 HZ1297'NO AZIMUTH MARK SET AT THIS STATION.
 HZ1297'
 HZ1297'STATION AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ1297'SURVEY TABLETS SET AS DESCRIBED.
 HZ1297'
 HZ1297'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 HZ1297
 HZ1297                          STATION RECOVERY (1968)
 HZ1297
 HZ1297'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ1297'0.8 MI S FROM GRAEFENBURG.
 HZ1297'ABOUT 0.85 MILE SOUTH ALONG STATE HIGHWAY 1472 FROM THE JUNCTION
 HZ1297'OF U.S. HIGHWAY 60 IN GRAEFENBURG.  NEAR THE SOUTH END OF
 HZ1297'OVERPASS OVER INTERSTATE ROUTE 64, ABOUT 89 FEET SOUTHWEST OF A
 HZ1297'POINT OVER THE CENTER OF EAST BOUND LANE, 13 1/2 FEET NORTHEAST
 HZ1297'OF THE NORTH END OF METAL GUARD RAIL, 13 FEET NORTHWEST OF THE
 HZ1297'CENTER OF HIGHWAY 1472 AND 1 1/2 FEET EAST OF ALUMINUM HAND RAIL.
 HZ1297'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN DRILL
 HZ1297'HOLE IN THE WEST CURBING OF OVERPASS AND STAMPED I-64 T-18 1966.
 HZ1297'MARK MAY ALSO BE REACHED BY GOING WEST ON INTERSTATE ROUTE 64
 HZ1297'FROM THE GRAEFENBURG-LAWRENCEBURG INTERCHANGE (STATE HIGHWAY 151)
 HZ1297'FOR 1.4 MILES TO OVERPASS AND MARK NEAR SOUTH END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1298 ***********************************************************************
 HZ1298  DESIGNATION -  I64 T 18 RM 1
 HZ1298  PID         -  HZ1298
 HZ1298  STATE/COUNTY-  KY/FRANKLIN
 HZ1298  USGS QUAD   -  WADDY (1984)
 HZ1298
 HZ1298                         *CURRENT SURVEY CONTROL
 HZ1298  ___________________________________________________________________
 HZ1298* NAD 83(1986)-  38 08 48.     (N)    085 00 57.     (W)     SCALED    
 HZ1298* NAVD 88     -       253.076  (meters)     830.30   (feet)  ADJUSTED  
 HZ1298  ___________________________________________________________________
 HZ1298  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ1298  DYNAMIC HT  -         252.894 (meters)     829.70  (feet)  COMP
 HZ1298  MODELED GRAV-     979,902.3   (mgal)                       NAVD 88
 HZ1298
 HZ1298  VERT ORDER  -  SECOND    CLASS 0
 HZ1298
 HZ1298.The horizontal coordinates were scaled from a topographic map and have
 HZ1298.an estimated accuracy of +/- 6 seconds.
 HZ1298
 HZ1298.The orthometric height was determined by differential leveling
 HZ1298.and adjusted by the National Geodetic Survey in June 1991..
 HZ1298
 HZ1298.The geoid height was determined by GEOID03.
 HZ1298
 HZ1298.The dynamic height is computed by dividing the NAVD 88
 HZ1298.geopotential number by the normal gravity value computed on the
 HZ1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1298.degrees latitude (g = 980.6199 gals.).
 HZ1298
 HZ1298.The modeled gravity was interpolated from observed gravity values.
 HZ1298
 HZ1298;                    North         East    Units  Estimated Accuracy
 HZ1298;SPC KY1Z     - 1,201,500.    1,564,350.      MT  (+/- 180 meters Scaled)
 HZ1298
 HZ1298                          SUPERSEDED SURVEY CONTROL
 HZ1298
 HZ1298  NGVD 29 (??/??/92)  253.237  (m)          830.83   (f) ADJ UNCH    2 0
 HZ1298
 HZ1298.Superseded values are not recommended for survey control.
 HZ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1298.See file dsdata.txt to determine how the superseded data were derived.
 HZ1298
 HZ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH738239(NAD 83)
 HZ1298_MARKER: DD = SURVEY DISK
 HZ1298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1298_SP_SET: OVERPASS
 HZ1298_STAMPING: I-64 T-18 NO 1 1966
 HZ1298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1298
 HZ1298  HISTORY     - Date     Condition        Report By
 HZ1298  HISTORY     - 1966     MONUMENTED       PAS
 HZ1298  HISTORY     - 1968     GOOD             PAS
 HZ1298
 HZ1298                          STATION DESCRIPTION
 HZ1298
 HZ1298'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ1298'0.8 MI S FROM GRAEFENBURG.
 HZ1298'ABOUT 0.85 MILE SOUTH ALONG STATE HIGHWAY 1472 FROM THE JUNCTION
 HZ1298'OF U.S. HIGHWAY 60 IN GRAEFENBURG.  NEAR THE SOUTH END OF
 HZ1298'OVERPASS OVER INTERSTATE ROUTE 64, 45 FEET NORTH OF THE SOUTH
 HZ1298'END OF OVERPASS, 40 FEET SOUTHWEST OF A POINT OVER THE CENTER
 HZ1298'OF EAST BOUND LANE AND 13 FEET EAST OF THE CENTER OF HIGHWAY
 HZ1298'1472.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 HZ1298'DRILL HOLE IN THE EAST CURBIN OF OVERPASS AND STAMPED I-64
 HZ1298'T-18 NO. 1 1966.  MARK MAY ALSO BE REACHED BY GOING WEST ON
 HZ1298'INTERSTATE ROUTE 64 FROM THE GRAEFENBURG-LAWRENCEBURG INTERCHANGE
 HZ1298'(STATE HIGHWAY 151) FOR 1.4 MILES TO OVERPASS AND MARK NEAR
 HZ1298'SOUTH END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1299 ***********************************************************************
 HZ1299  DESIGNATION -  I64 T 18 RM 2
 HZ1299  PID         -  HZ1299
 HZ1299  STATE/COUNTY-  KY/FRANKLIN
 HZ1299  USGS QUAD   -  WADDY (1984)
 HZ1299
 HZ1299                         *CURRENT SURVEY CONTROL
 HZ1299  ___________________________________________________________________
 HZ1299* NAD 83(1986)-  38 08 48.     (N)    085 00 57.     (W)     SCALED    
 HZ1299* NAVD 88     -       253.145  (meters)     830.53   (feet)  ADJUSTED  
 HZ1299  ___________________________________________________________________
 HZ1299  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ1299  DYNAMIC HT  -         252.963 (meters)     829.93  (feet)  COMP
 HZ1299  MODELED GRAV-     979,902.3   (mgal)                       NAVD 88
 HZ1299
 HZ1299  VERT ORDER  -  SECOND    CLASS 0
 HZ1299
 HZ1299.The horizontal coordinates were scaled from a topographic map and have
 HZ1299.an estimated accuracy of +/- 6 seconds.
 HZ1299
 HZ1299.The orthometric height was determined by differential leveling
 HZ1299.and adjusted by the National Geodetic Survey in June 1991..
 HZ1299
 HZ1299.The geoid height was determined by GEOID03.
 HZ1299
 HZ1299.The dynamic height is computed by dividing the NAVD 88
 HZ1299.geopotential number by the normal gravity value computed on the
 HZ1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1299.degrees latitude (g = 980.6199 gals.).
 HZ1299
 HZ1299.The modeled gravity was interpolated from observed gravity values.
 HZ1299
 HZ1299;                    North         East    Units  Estimated Accuracy
 HZ1299;SPC KY1Z     - 1,201,500.    1,564,350.      MT  (+/- 180 meters Scaled)
 HZ1299
 HZ1299                          SUPERSEDED SURVEY CONTROL
 HZ1299
 HZ1299  NGVD 29 (??/??/92)  253.305  (m)          831.05   (f) ADJ UNCH    2 0
 HZ1299
 HZ1299.Superseded values are not recommended for survey control.
 HZ1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1299.See file dsdata.txt to determine how the superseded data were derived.
 HZ1299
 HZ1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH738239(NAD 83)
 HZ1299_MARKER: DD = SURVEY DISK
 HZ1299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1299_SP_SET: OVERPASS
 HZ1299_STAMPING: I-64 T-18 NO 2 1966
 HZ1299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1299
 HZ1299  HISTORY     - Date     Condition        Report By
 HZ1299  HISTORY     - 1966     MONUMENTED       PAS
 HZ1299  HISTORY     - 1968     GOOD             PAS
 HZ1299
 HZ1299                          STATION DESCRIPTION
 HZ1299
 HZ1299'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ1299'0.8 MI S FROM GRAEFENBURG.
 HZ1299'ABOUT 0.85 MILE SOUTH ALONG STATE HIGHWAY 1472 FROM THE JUNCTION
 HZ1299'OF U.S. HIGHWAY 60 IN GRAEFENBURG.  AT THE SOUTH END OF OVERPASS
 HZ1299'OVER INTERSTATE ROUTE 64, ABOUT 94 FEET SOUTH OF A POINT OVER
 HZ1299'THE CENTER OF EAST BOUND LANE, 14 FEET EAST OF THE CENTER OF
 HZ1299'HIGHWAY 1472 AND 2 FEET NORTHEAST OF NORTH END OF METAL GUARD
 HZ1299'RAIL.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 HZ1299'DRILL HOLE IN THE WEST CURBING OF OVERPASS AND STAMPED I-64
 HZ1299'T-18 NO. 2 1966.  MARK MAY ALSO BE REACHED BY GOING WEST ON
 HZ1299'INTERSTATE ROUTE 64 FROM THE GRAEFENBURG-LAWRENCEBURG INTERCHANGE
 HZ1299'(STATE HIGHWAY 151) FOR 1.4 MILES TO OVERPASS AND MARK AT
 HZ1299'SOUTH END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0519 ***********************************************************************
 HZ0519  DESIGNATION -  I64 T 19
 HZ0519  PID         -  HZ0519
 HZ0519  STATE/COUNTY-  KY/FRANKLIN
 HZ0519  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0519
 HZ0519                         *CURRENT SURVEY CONTROL
 HZ0519  ___________________________________________________________________
 HZ0519* NAD 83(1993)-  38 08 45.86096(N)    084 58 59.89772(W)     ADJUSTED  
 HZ0519* NAVD 88     -       259.483  (meters)     851.32   (feet)  ADJUSTED  
 HZ0519  ___________________________________________________________________
 HZ0519  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 HZ0519  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ0519  DYNAMIC HT  -         259.295 (meters)     850.70  (feet)  COMP
 HZ0519  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 HZ0519
 HZ0519  HORZ ORDER  -  SECOND
 HZ0519  VERT ORDER  -  SECOND    CLASS 0
 HZ0519
 HZ0519.The horizontal coordinates were established by classical geodetic methods
 HZ0519.and adjusted by the National Geodetic Survey in December 1995..
 HZ0519
 HZ0519.The orthometric height was determined by differential leveling
 HZ0519.and adjusted by the National Geodetic Survey in June 1991..
 HZ0519
 HZ0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0519
 HZ0519.The geoid height was determined by GEOID03.
 HZ0519
 HZ0519.The dynamic height is computed by dividing the NAVD 88
 HZ0519.geopotential number by the normal gravity value computed on the
 HZ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0519.degrees latitude (g = 980.6199 gals.).
 HZ0519
 HZ0519.The modeled gravity was interpolated from observed gravity values.
 HZ0519
 HZ0519;                    North         East     Units Scale Factor Converg.
 HZ0519;SPC KY1Z     - 1,201,459.261 1,567,200.520   MT  0.99991598   +0 28 14.6
 HZ0519;SPC KY1Z     - 3,941,787.59  5,141,723.71   sFT  0.99991598   +0 28 14.6
 HZ0519;SPC KY N     -    71,967.645   435,722.102   MT  0.99997770   -0 27 22.2
 HZ0519;SPC KY N     -   236,113.85  1,429,531.60   sFT  0.99997770   -0 27 22.2
 HZ0519;UTM  16      - 4,223,943.693   676,717.391   MT  0.99998462   +1 14 45.5
 HZ0519
 HZ0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0519!SPC KY1Z     -   0.99996456  x   0.99991598  =   0.99988054
 HZ0519!SPC KY N     -   0.99996456  x   0.99997770  =   0.99994226
 HZ0519!UTM  16      -   0.99996456  x   0.99998462  =   0.99994918
 HZ0519
 HZ0519|---------------------------------------------------------------------|
 HZ0519| PID    Reference Object                     Distance      Geod. Az  |
 HZ0519|                                                           dddmmss.s |
 HZ0519| HZ0520 I64 T 19 RM 1                         5.876 METERS 18520     |
 HZ0519| HZ0521 I64 T 19 RM 2                        16.403 METERS 26224     |
 HZ0519| HZ2498 I64 T 19 AZ MK                      APPROX. 1.0 KM 2631025.3 |
 HZ0519|---------------------------------------------------------------------|
 HZ0519
 HZ0519                          SUPERSEDED SURVEY CONTROL
 HZ0519
 HZ0519  NAD 83(1986)-  38 08 45.86297(N)    084 58 59.90295(W) AD(       ) 2
 HZ0519  NAD 27      -  38 08 45.60550(N)    084 59 00.07838(W) AD(       ) 2
 HZ0519  NGVD 29 (??/??/92)  259.645  (m)          851.85   (f) ADJ UNCH    2 0
 HZ0519
 HZ0519.Superseded values are not recommended for survey control.
 HZ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0519.See file dsdata.txt to determine how the superseded data were derived.
 HZ0519
 HZ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH7671723944(NAD 83)
 HZ0519_MARKER: DD = SURVEY DISK
 HZ0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0519_STAMPING: I-64 T-19 1966
 HZ0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0519+STABILITY: SURFACE MOTION
 HZ0519
 HZ0519  HISTORY     - Date     Condition        Report By
 HZ0519  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0519  HISTORY     - 1968     GOOD             PAS
 HZ0519
 HZ0519                          STATION DESCRIPTION
 HZ0519
 HZ0519'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ0519'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF FRANKFORT AND ABOUT
 HZ0519'2 MILES SOUTHEAST OF GRAEFENBURG.  IT IS ON A HIGH BANK BETWEEN THE
 HZ0519'EAST AND WEST BOUND LANES OF INTERSTATE ROUTE 64.
 HZ0519'
 HZ0519'TO REACH THE STATION FROM THE GRAEFENBURG-LAWRENCEBURG INTERCHANGE
 HZ0519'(STATE HIGHWAY 151), GO EAST ON INTERSTATE ROUTE 64 FOR 0.20 MILE TO
 HZ0519'STATION ON LEFT ON A HIGH PORTION OF THE MEDIAN.
 HZ0519'
 HZ0519'STATION MARK IS ABOUT 236 FEET SOUTHWEST AND ACROSS WEST BOUND LANE
 HZ0519'FROM BENCH MARK I-64 L-40 1966, ABOUT 81 FEET SOUTH OF THE CENTER OF
 HZ0519'WEST BOUND LANE, 23 FEET NORTH OF A 30 INCH TRIPLE TRUNK OAK TREE
 HZ0519'AND 2.3 FEET SOUTH OF METAL WITNESS POST AND SIGN.  THE MARK IS SET
 HZ0519'IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-64 T-19 1966.
 HZ0519'
 HZ0519'REFERENCE MARK NO.1 IS SOUTH OF STATION, IT IS APPROXIMATELY ON THE
 HZ0519'HIGHEST POINT OF THE MEDIAN, ABOUT 99 FEET SOUTH OF THE CENTER OF
 HZ0519'WEST BOUND LANE, 3 FEET NORTH OF A 30 INCH TRIPLE TRUNK OAK TREE.
 HZ0519'THE MARK IS SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-64
 HZ0519'T-19 NO.1 1966.
 HZ0519'
 HZ0519'REFERENCE MARK NO.2 IS WEST OF STATION, ABOUT 80 FEET SOUTH OF THE
 HZ0519'CENTER OF WEST BOUND LANE, 54 FEET NORTHWEST OF A 30-INCH TRIPLE
 HZ0519'TRUNK OAK TREE AND 54 FEET WEST OF METAL WITNESS POST AND SIGN.  THE
 HZ0519'MARK IS SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-64
 HZ0519'T-19 NO.2 1966.
 HZ0519'
 HZ0519'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON INTERSTATE
 HZ0519'ROUTE 64 FOR 0.65 MILE TO MARK ON THE RIGHT NEAR THE NORTH R/W FENCE.
 HZ0519'IT IS ABOUT 86 FEET NORTH OF THE CENTER OF WEST BOUND LANE, ABOUT
 HZ0519'234 FEET WEST OF A FENCE CORNER AND 33 FEET SOUTHEAST OF METAL R/W
 HZ0519'FENCE POST WITH 2 BRACES.  THE MARK IS SET IN DRILL HOLE IN THE TOP
 HZ0519'OF ROCK OUTCROP AND STAMPED I-64 T-19 1966.
 HZ0519'
 HZ0519'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0519'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 HZ0519'
 HZ0519'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HZ0519
 HZ0519                          STATION RECOVERY (1968)
 HZ0519
 HZ0519'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ0519'2 MI SE FROM GRAEFENBURG.
 HZ0519'ABOUT 0.3 MILE EAST ALONG INTERSTATE ROUTE 64 FROM THE
 HZ0519'GRAEFENBURG-LAWRENCEBURG INTERCHANGE (STATE HIGHWAY 151).  IT IS
 HZ0519'ON A HIGH BANK BETWEEN THE EAST AND WST BOUND LANES, ABOUT 81 FEET
 HZ0519'SOUTH OF THE CENTER OF WEST BOUND LANE, 23 FEET NORTH OF A 30-INCH
 HZ0519'TRIPLE TRUNK OAK TREE AND 2.3 FEET SOUTH OF METAL WITNESS POST AND
 HZ0519'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP
 HZ0519'OF CONCRETE FLUSH WITH GROUND AND STAMPED I-64 T-19 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2498 ***********************************************************************
 HZ2498  DESIGNATION -  I64 T 19 AZ MK
 HZ2498  PID         -  HZ2498
 HZ2498  STATE/COUNTY-  KY/FRANKLIN
 HZ2498  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ2498
 HZ2498                         *CURRENT SURVEY CONTROL
 HZ2498  ___________________________________________________________________
 HZ2498* NAD 83(1993)-  38 08 41.83269(N)    084 59 42.48544(W)     ADJUSTED  
 HZ2498* NAVD 88     -       245.7    (meters)     806.     (feet)  VERTCON   
 HZ2498  ___________________________________________________________________
 HZ2498  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 HZ2498  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ2498
 HZ2498  HORZ ORDER  -  SECOND
 HZ2498
 HZ2498.The horizontal coordinates were established by classical geodetic methods
 HZ2498.and adjusted by the National Geodetic Survey in December 1995..
 HZ2498
 HZ2498.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2498
 HZ2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2498
 HZ2498.The geoid height was determined by GEOID03.
 HZ2498
 HZ2498;                    North         East     Units Scale Factor Converg.
 HZ2498;SPC KY1Z     - 1,201,326.618 1,566,164.660   MT  0.99991589   +0 27 48.4
 HZ2498;SPC KY1Z     - 3,941,352.41  5,138,325.22   sFT  0.99991589   +0 27 48.4
 HZ2498;SPC KY N     -    71,851.770   434,684.167   MT  0.99997781   -0 27 48.7
 HZ2498;SPC KY N     -   235,733.68  1,426,126.30   sFT  0.99997781   -0 27 48.7
 HZ2498;UTM  16      - 4,223,797.038   675,683.351   MT  0.99998014   +1 14 19.1
 HZ2498
 HZ2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2498!SPC KY1Z     -   0.99996671  x   0.99991589  =   0.99988261
 HZ2498!SPC KY N     -   0.99996671  x   0.99997781  =   0.99994452
 HZ2498!UTM  16      -   0.99996671  x   0.99998014  =   0.99994685
 HZ2498
 HZ2498:                Primary Azimuth Mark                     Grid Az
 HZ2498:SPC KY1Z     -  I64 T 19                                 082 42 10.6
 HZ2498:SPC KY N     -  I64 T 19                                 083 37 47.7
 HZ2498:UTM  16      -  I64 T 19                                 081 55 39.9
 HZ2498
 HZ2498|---------------------------------------------------------------------|
 HZ2498| PID    Reference Object                     Distance      Geod. Az  |
 HZ2498|                                                           dddmmss.s |
 HZ2498| HZ0519 I64 T 19                            APPROX. 1.0 KM 0830959.0 |
 HZ2498|---------------------------------------------------------------------|
 HZ2498
 HZ2498                          SUPERSEDED SURVEY CONTROL
 HZ2498
 HZ2498  NAD 83(1986)-  38 08 41.83470(N)    084 59 42.49017(W) AD(       ) 2
 HZ2498  NAD 27      -  38 08 41.57724(N)    084 59 42.66494(W) AD(       ) 2
 HZ2498  NGVD 29 (07/19/86)  245.9    (m)          807.     (f) VERT ANG       
 HZ2498
 HZ2498.Superseded values are not recommended for survey control.
 HZ2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2498.See file dsdata.txt to determine how the superseded data were derived.
 HZ2498
 HZ2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH7568323797(NAD 83)
 HZ2498_MARKER: DZ = AZIMUTH MARK DISK
 HZ2498_SETTING: 66 = SET IN ROCK OUTCROP
 HZ2498
 HZ2498  HISTORY     - Date     Condition        Report By
 HZ2498  HISTORY     - 1966     MONUMENTED       KYHD
 HZ2498
 HZ2498                          STATION DESCRIPTION
 HZ2498
 HZ2498'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ2498'STATION IS LOCATED ON A HIGH BANK NEAR THE NORTH R/W FENCE OF
 HZ2498'INTERSTATE ROUTE 64.  IT IS 0.3 MILE WEST OF THE STATE HIGHWAY 151
 HZ2498'OVERPASS OF THE GRAEFENBURG-LAWRENCEBURG INTERCHANGE.  IT IS ABOUT 86
 HZ2498'FEET NORTH OF THE CENTER OF WEST BOUND LANE, ABOUT 234 FEET WEST OF
 HZ2498'A FENCE CORNER AND 33 FEET SOUTHEAST OF METAL R/W FENCE POST WITH 2
 HZ2498'BRACES.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN DRILL
 HZ2498'HOLE IN TOP OF A ROCK OUTCROP AND STAMPED I-64 T-19 1966.
 HZ2498'
 HZ2498'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0520 ***********************************************************************
 HZ0520  DESIGNATION -  I64 T 19 RM 1
 HZ0520  PID         -  HZ0520
 HZ0520  STATE/COUNTY-  KY/FRANKLIN
 HZ0520  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0520
 HZ0520                         *CURRENT SURVEY CONTROL
 HZ0520  ___________________________________________________________________
 HZ0520* NAD 83(1986)-  38 08 46.     (N)    084 59 00.     (W)     SCALED    
 HZ0520* NAVD 88     -       259.609  (meters)     851.73   (feet)  ADJUSTED  
 HZ0520  ___________________________________________________________________
 HZ0520  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ0520  DYNAMIC HT  -         259.421 (meters)     851.12  (feet)  COMP
 HZ0520  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 HZ0520
 HZ0520  VERT ORDER  -  SECOND    CLASS 0
 HZ0520
 HZ0520.The horizontal coordinates were scaled from a topographic map and have
 HZ0520.an estimated accuracy of +/- 6 seconds.
 HZ0520
 HZ0520.The orthometric height was determined by differential leveling
 HZ0520.and adjusted by the National Geodetic Survey in June 1991..
 HZ0520
 HZ0520.The geoid height was determined by GEOID03.
 HZ0520
 HZ0520.The dynamic height is computed by dividing the NAVD 88
 HZ0520.geopotential number by the normal gravity value computed on the
 HZ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0520.degrees latitude (g = 980.6199 gals.).
 HZ0520
 HZ0520.The modeled gravity was interpolated from observed gravity values.
 HZ0520
 HZ0520;                    North         East    Units  Estimated Accuracy
 HZ0520;SPC KY1Z     - 1,201,460.    1,567,200.      MT  (+/- 180 meters Scaled)
 HZ0520
 HZ0520                          SUPERSEDED SURVEY CONTROL
 HZ0520
 HZ0520  NGVD 29 (??/??/92)  259.771  (m)          852.27   (f) ADJ UNCH    2 0
 HZ0520
 HZ0520.Superseded values are not recommended for survey control.
 HZ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0520.See file dsdata.txt to determine how the superseded data were derived.
 HZ0520
 HZ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH767239(NAD 83)
 HZ0520_MARKER: DD = SURVEY DISK
 HZ0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0520_STAMPING: I-64 T-19 NO 1 1966
 HZ0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0520+STABILITY: SURFACE MOTION
 HZ0520
 HZ0520  HISTORY     - Date     Condition        Report By
 HZ0520  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0520  HISTORY     - 1968     GOOD             NGS
 HZ0520
 HZ0520                          STATION DESCRIPTION
 HZ0520
 HZ0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HZ0520'2 MI SE FROM GRAEFENBURG.
 HZ0520'ABOUT 0.3 MILE EAST ALONG INTERSTATE ROUTE 64 FROM THE
 HZ0520'GRAEFENBURG-LAWRENCEBURG INTERCHANGE (STATE HIGHWAY 151).  IT
 HZ0520'IS ON A HIGH BANK BETWEEN THE EAST AND WEST BOUND LANES,
 HZ0520'APPROXIMATELY 99 FEET SOUTH OF THE CENTER OF WEST BOUND LANE
 HZ0520'AND 3 FEET NORTH OF A 30-INCH TRIPLE TRUNK OAK TREE.  A
 HZ0520'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 HZ0520'CONCRETE FLUSH WITH GROUND AND STAMPED I-64 T-19 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0521 ***********************************************************************
 HZ0521  DESIGNATION -  I64 T 19 RM 2
 HZ0521  PID         -  HZ0521
 HZ0521  STATE/COUNTY-  KY/FRANKLIN
 HZ0521  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0521
 HZ0521                         *CURRENT SURVEY CONTROL
 HZ0521  ___________________________________________________________________
 HZ0521* NAD 83(1986)-  38 08 46.     (N)    084 59 00.     (W)     SCALED    
 HZ0521* NAVD 88     -       258.969  (meters)     849.63   (feet)  ADJUSTED  
 HZ0521  ___________________________________________________________________
 HZ0521  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ0521  DYNAMIC HT  -         258.782 (meters)     849.02  (feet)  COMP
 HZ0521  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 HZ0521
 HZ0521  VERT ORDER  -  SECOND    CLASS 0
 HZ0521
 HZ0521.The horizontal coordinates were scaled from a topographic map and have
 HZ0521.an estimated accuracy of +/- 6 seconds.
 HZ0521
 HZ0521.The orthometric height was determined by differential leveling
 HZ0521.and adjusted by the National Geodetic Survey in June 1991..
 HZ0521
 HZ0521.The geoid height was determined by GEOID03.
 HZ0521
 HZ0521.The dynamic height is computed by dividing the NAVD 88
 HZ0521.geopotential number by the normal gravity value computed on the
 HZ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0521.degrees latitude (g = 980.6199 gals.).
 HZ0521
 HZ0521.The modeled gravity was interpolated from observed gravity values.
 HZ0521
 HZ0521;                    North         East    Units  Estimated Accuracy
 HZ0521;SPC KY1Z     - 1,201,460.    1,567,200.      MT  (+/- 180 meters Scaled)
 HZ0521
 HZ0521                          SUPERSEDED SURVEY CONTROL
 HZ0521
 HZ0521  NGVD 29 (??/??/92)  259.131  (m)          850.17   (f) ADJ UNCH    2 0
 HZ0521
 HZ0521.Superseded values are not recommended for survey control.
 HZ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0521.See file dsdata.txt to determine how the superseded data were derived.
 HZ0521
 HZ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH767239(NAD 83)
 HZ0521_MARKER: DD = SURVEY DISK
 HZ0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0521_STAMPING: I-64 T-19 NO 2 1966
 HZ0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0521+STABILITY: SURFACE MOTION
 HZ0521
 HZ0521  HISTORY     - Date     Condition        Report By
 HZ0521  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0521  HISTORY     - 1968     GOOD             PAS
 HZ0521
 HZ0521                          STATION DESCRIPTION
 HZ0521
 HZ0521'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ0521'2 MI SE FROM GRAEFENBURG.
 HZ0521'ABOUT 0.3 MILE EAST ALONG INTERSTATE ROUTE 64 FROM THE
 HZ0521'GRAEFENBURG-LAWRENCEBURG INTERCHANGE (STATE HIGHWAY 151).  IT
 HZ0521'IS ON A HIGH BANK BETWEEN THE EAST AND WEST BOUND LANES,
 HZ0521'ABOUT 80 FEET SOUTH OF THE CENTER OF WEST BOUND LANE, 54 FEET
 HZ0521'NORTHWEST OF A 30-INCH TRIPLE TRUNK OAK TREE AND 54 FEET WEST OF
 HZ0521'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0521'SURVEY TABLET SET IN TOP OF CONCRETE FLUSH WITH GROUND AND
 HZ0521'STAMPED I-64 T-19 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0526 ***********************************************************************
 HZ0526  DESIGNATION -  I64 T 20
 HZ0526  PID         -  HZ0526
 HZ0526  STATE/COUNTY-  KY/FRANKLIN
 HZ0526  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0526
 HZ0526                         *CURRENT SURVEY CONTROL
 HZ0526  ___________________________________________________________________
 HZ0526* NAD 83(1993)-  38 09 16.67861(N)    084 56 09.87673(W)     ADJUSTED  
 HZ0526* NAVD 88     -       249.634  (meters)     819.01   (feet)  ADJUSTED  
 HZ0526  ___________________________________________________________________
 HZ0526  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 HZ0526  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ0526  DYNAMIC HT  -         249.455 (meters)     818.42  (feet)  COMP
 HZ0526  MODELED GRAV-     979,905.0   (mgal)                       NAVD 88
 HZ0526
 HZ0526  HORZ ORDER  -  SECOND
 HZ0526  VERT ORDER  -  SECOND    CLASS 0
 HZ0526
 HZ0526.The horizontal coordinates were established by classical geodetic methods
 HZ0526.and adjusted by the National Geodetic Survey in December 1995..
 HZ0526
 HZ0526.The orthometric height was determined by differential leveling
 HZ0526.and adjusted by the National Geodetic Survey in June 1991..
 HZ0526
 HZ0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0526
 HZ0526.The geoid height was determined by GEOID03.
 HZ0526
 HZ0526.The dynamic height is computed by dividing the NAVD 88
 HZ0526.geopotential number by the normal gravity value computed on the
 HZ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0526.degrees latitude (g = 980.6199 gals.).
 HZ0526
 HZ0526.The modeled gravity was interpolated from observed gravity values.
 HZ0526
 HZ0526;                    North         East     Units Scale Factor Converg.
 HZ0526;SPC KY1Z     - 1,202,444.407 1,571,331.652   MT  0.99991669   +0 29 59.0
 HZ0526;SPC KY1Z     - 3,945,019.69  5,155,277.26   sFT  0.99991669   +0 29 59.0
 HZ0526;SPC KY N     -    72,885.904   439,868.879   MT  0.99997688   -0 25 36.4
 HZ0526;SPC KY N     -   239,126.50  1,443,136.48   sFT  0.99997688   -0 25 36.4
 HZ0526;UTM  16      - 4,224,984.740   680,835.129   MT  1.00000276   +1 16 31.5
 HZ0526
 HZ0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0526!SPC KY1Z     -   0.99996610  x   0.99991669  =   0.99988279
 HZ0526!SPC KY N     -   0.99996610  x   0.99997688  =   0.99994298
 HZ0526!UTM  16      -   0.99996610  x   1.00000276  =   0.99996886
 HZ0526
 HZ0526|---------------------------------------------------------------------|
 HZ0526| PID    Reference Object                     Distance      Geod. Az  |
 HZ0526|                                                           dddmmss.s |
 HZ0526| HZ0527 I64 T 20 RM 1                         9.000 METERS 00439     |
 HZ0526| HZ0530 I64 T 21                            APPROX. 3.3 KM 0814643.6 |
 HZ0526| HZ0528 I64 T 20 RM 2                        19.845 METERS 08652     |
 HZ0526|---------------------------------------------------------------------|
 HZ0526
 HZ0526                          SUPERSEDED SURVEY CONTROL
 HZ0526
 HZ0526  NAD 83(1986)-  38 09 16.68109(N)    084 56 09.88196(W) AD(       ) 2
 HZ0526  NAD 27      -  38 09 16.42248(N)    084 56 10.06114(W) AD(       ) 2
 HZ0526  NGVD 29 (??/??/92)  249.798  (m)          819.55   (f) ADJ UNCH    2 0
 HZ0526
 HZ0526.Superseded values are not recommended for survey control.
 HZ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0526.See file dsdata.txt to determine how the superseded data were derived.
 HZ0526
 HZ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8083524985(NAD 83)
 HZ0526_MARKER: DD = SURVEY DISK
 HZ0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0526_STAMPING: I-64 T-20 1966
 HZ0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0526+STABILITY: SURFACE MOTION
 HZ0526
 HZ0526  HISTORY     - Date     Condition        Report By
 HZ0526  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0526  HISTORY     - 1968     GOOD             PAS
 HZ0526  HISTORY     - 1970     GOOD             NGS
 HZ0526
 HZ0526                          STATION DESCRIPTION
 HZ0526
 HZ0526'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ0526'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF FRANKFORT AND ABOUT 1
 HZ0526'MILE SOUTHEAST OF BRIDGEPORT.  IT IS NEAR THE NORTH R/W FENCE OF
 HZ0526'INTERSTATE ROUTE 64.
 HZ0526'
 HZ0526'TO REACH THE STATION FROM THE FRANKFORT LAWRENCEBURG INTERCHANGE
 HZ0526'(U.S. HIGHWAY NO.127), GO WEST ON INTERSTATE ROUTE 64 FOR 1.7 MILES
 HZ0526'TO THE AZIMUTH MARK ON THE LEFT AT THE WEST END OF THE EAST BOUND
 HZ0526'OVERPASS.  CONTINUE AHEAD ON INTERSTATE 64 FOR 0.7 MILE TO STATION
 HZ0526'ON THE RIGHT NEAR THE NORTH R/W FENCE.
 HZ0526'
 HZ0526'STATION MARK IS 96 FEET SOUTHWEST OF METAL R/W FENCE POST WITH
 HZ0526'BRACES, 81 FEET NORTH OF THE CENTER OF WEST BOUND LANE, 81 FEET
 HZ0526'SOUTHEAST OF FENCE CORNER, 29 FEET SOUTH OF NORTH R/W FENCE AND 29
 HZ0526'FEET SOUTH OF METAL WITNESS POST AND SIGN.  THE MARK IS SET IN TOP
 HZ0526'OF CONCRETE FLUSH WITH GROUND AND STAMPED I-64 T-20 1966.
 HZ0526'
 HZ0526'REFERENCE MARK NO.1 IS NORTH OF STATION, ABOUT 110 FEET NORTH OF THE
 HZ0526'CENTER OF WEST BOUND LANE, 86 FEET WEST OF METAL R/W FENCE POST WITH
 HZ0526'2 BRACES AND 2 FEET EAST OF METAL WITNESS POST AND SIGN.  THE MARK IS
 HZ0526'SET IN DRILL HOLE IN THE TOP OF ROCK OUTCROP AND STAMPED I-64 T-20
 HZ0526'NO 1 1966.
 HZ0526'
 HZ0526'REFERENCE MARK NO.2 IS EAST OF STATION, ABOUT 70 FEET NORTH OF THE
 HZ0526'CENTER OF WEST BOUND LANE, 48 FEET SOUTHWEST OF METAL R/W FENCE POST
 HZ0526'WITH 2 BRACES AND 40 FEET SOUTH OF NORTH R/W FENCE.  THE MARK IS SET
 HZ0526'IN DRILL HOLE IN THE TOP OF ROCK OUTCROP AND STAMPED I-64 T-20 NO.2
 HZ0526'1966.
 HZ0526'
 HZ0526'BENCH MARK I 64 L 43 1966 WAS USED FOR THE AZIMUTH MARK.  IT IS ABOUT
 HZ0526'0.7 MILE EAST OF THE STATION.  AT THE WEST END OF THE EAST BOUND
 HZ0526'BRIDGE OVER CARDWELL ROAD, 17 FEET SOUTH OF THE CENTER OF EAST BOUND
 HZ0526'LANE, 4 FEET NORTHEAST OF THE EXTREME SOUTHWEST END OF BRIDGE
 HZ0526'CURBING AND 1-1/2 FEET SOUTH OF THE EAST END OF METAL GUARD RAIL.  A
 HZ0526'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN
 HZ0526'THE SOUTH CURBING OF EAST BOUND OVERPASS AND STAMPED I-64 L-43 1966.
 HZ0526'
 HZ0526'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0526'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 HZ0526'
 HZ0526'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 HZ0526
 HZ0526                          STATION RECOVERY (1968)
 HZ0526
 HZ0526'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ0526'1 MI SE FROM BRIDGEPORT.
 HZ0526'ABOUT 2.4 MILES WEST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HZ0526'64 AND U.S. HIGHWAY 127 INTERCHANGE, WHICH IS ABOUT 3 MILES
 HZ0526'SOUTHWEST OF FRANKFORT, ABOUT 81 FEET NORTH OF THE CENTER OF
 HZ0526'WEST BOUND LANE, 96 FEET SOUTHWEST OF METAL R/W FENCE POST WITH
 HZ0526'BRACES, 81 FEET SOUTHEAST OF FENCE CORNER, 29 FEET SOUTH OF NORTH
 HZ0526'R/W FENCE AND 29 FEET SOUTH OF METAL WITNESS POST AND SIGN.
 HZ0526'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 HZ0526'CONCRETE FLUSH WITH GROUND AND STAMPED I-64 T-20 1966.
 HZ0526
 HZ0526                          STATION RECOVERY (1970)
 HZ0526
 HZ0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DLV)
 HZ0526'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 HZ0526'DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR, AS IT WAS OF NO
 HZ0526'USE TO THIS PARTY.
 HZ0526'
 HZ0526'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES SW OF
 HZ0526'FRANKFORT, KY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0527 ***********************************************************************
 HZ0527  DESIGNATION -  I64 T 20 RM 1
 HZ0527  PID         -  HZ0527
 HZ0527  STATE/COUNTY-  KY/FRANKLIN
 HZ0527  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0527
 HZ0527                         *CURRENT SURVEY CONTROL
 HZ0527  ___________________________________________________________________
 HZ0527* NAD 83(1986)-  38 09 16.     (N)    084 56 10.     (W)     SCALED    
 HZ0527* NAVD 88     -       249.776  (meters)     819.47   (feet)  ADJUSTED  
 HZ0527  ___________________________________________________________________
 HZ0527  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ0527  DYNAMIC HT  -         249.597 (meters)     818.89  (feet)  COMP
 HZ0527  MODELED GRAV-     979,905.0   (mgal)                       NAVD 88
 HZ0527
 HZ0527  VERT ORDER  -  SECOND    CLASS 0
 HZ0527
 HZ0527.The horizontal coordinates were scaled from a topographic map and have
 HZ0527.an estimated accuracy of +/- 6 seconds.
 HZ0527
 HZ0527.The orthometric height was determined by differential leveling
 HZ0527.and adjusted by the National Geodetic Survey in June 1991..
 HZ0527
 HZ0527.The geoid height was determined by GEOID03.
 HZ0527
 HZ0527.The dynamic height is computed by dividing the NAVD 88
 HZ0527.geopotential number by the normal gravity value computed on the
 HZ0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0527.degrees latitude (g = 980.6199 gals.).
 HZ0527
 HZ0527.The modeled gravity was interpolated from observed gravity values.
 HZ0527
 HZ0527;                    North         East    Units  Estimated Accuracy
 HZ0527;SPC KY1Z     - 1,202,420.    1,571,330.      MT  (+/- 180 meters Scaled)
 HZ0527
 HZ0527                          SUPERSEDED SURVEY CONTROL
 HZ0527
 HZ0527  NGVD 29 (??/??/92)  249.940  (m)          820.01   (f) ADJ UNCH    2 0
 HZ0527
 HZ0527.Superseded values are not recommended for survey control.
 HZ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0527.See file dsdata.txt to determine how the superseded data were derived.
 HZ0527
 HZ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH808249(NAD 83)
 HZ0527_MARKER: DD = SURVEY DISK
 HZ0527_SETTING: 66 = SET IN ROCK OUTCROP
 HZ0527_SP_SET: ROCK OUTCROP
 HZ0527_STAMPING: I-64 T-20 NO 1 1966
 HZ0527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ0527+STABILITY: POSITION/ELEVATION WELL
 HZ0527
 HZ0527  HISTORY     - Date     Condition        Report By
 HZ0527  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0527  HISTORY     - 1968     GOOD             PAS
 HZ0527
 HZ0527                          STATION DESCRIPTION
 HZ0527
 HZ0527'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ0527'1 MI SE FROM BRIDGEPORT.
 HZ0527'ABOUT 2.4 MILES WEST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HZ0527'64 AND U.S. HIGHWAY 127 INTERCHANGE, WHICH IS ABOUT 3 MILES
 HZ0527'SOUTHWEST OF FRANKFORT.  ABOUT 110 FEET NORTH OF THE CENTER OF
 HZ0527'WEST BOUND LANE, 86 FEET WEST OF METAL R/W FENCE POST WITH 2
 HZ0527'BRACES AND 2 FEET EAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HZ0527'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN DRILL HOLE IN THE TOP
 HZ0527'OF ROCK OUTCROP AND STAMPED I-64 T-20 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0528 ***********************************************************************
 HZ0528  DESIGNATION -  I64 T 20 RM 2
 HZ0528  PID         -  HZ0528
 HZ0528  STATE/COUNTY-  KY/FRANKLIN
 HZ0528  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0528
 HZ0528                         *CURRENT SURVEY CONTROL
 HZ0528  ___________________________________________________________________
 HZ0528* NAD 83(1986)-  38 09 16.     (N)    084 56 10.     (W)     SCALED    
 HZ0528* NAVD 88     -       248.739  (meters)     816.07   (feet)  ADJUSTED  
 HZ0528  ___________________________________________________________________
 HZ0528  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ0528  DYNAMIC HT  -         248.560 (meters)     815.48  (feet)  COMP
 HZ0528  MODELED GRAV-     979,905.0   (mgal)                       NAVD 88
 HZ0528
 HZ0528  VERT ORDER  -  SECOND    CLASS 0
 HZ0528
 HZ0528.The horizontal coordinates were scaled from a topographic map and have
 HZ0528.an estimated accuracy of +/- 6 seconds.
 HZ0528
 HZ0528.The orthometric height was determined by differential leveling
 HZ0528.and adjusted by the National Geodetic Survey in June 1991..
 HZ0528
 HZ0528.The geoid height was determined by GEOID03.
 HZ0528
 HZ0528.The dynamic height is computed by dividing the NAVD 88
 HZ0528.geopotential number by the normal gravity value computed on the
 HZ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0528.degrees latitude (g = 980.6199 gals.).
 HZ0528
 HZ0528.The modeled gravity was interpolated from observed gravity values.
 HZ0528
 HZ0528;                    North         East    Units  Estimated Accuracy
 HZ0528;SPC KY1Z     - 1,202,420.    1,571,330.      MT  (+/- 180 meters Scaled)
 HZ0528
 HZ0528                          SUPERSEDED SURVEY CONTROL
 HZ0528
 HZ0528  NGVD 29 (??/??/92)  248.903  (m)          816.61   (f) ADJ UNCH    2 0
 HZ0528
 HZ0528.Superseded values are not recommended for survey control.
 HZ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0528.See file dsdata.txt to determine how the superseded data were derived.
 HZ0528
 HZ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH808249(NAD 83)
 HZ0528_MARKER: DD = SURVEY DISK
 HZ0528_SETTING: 66 = SET IN ROCK OUTCROP
 HZ0528_SP_SET: ROCK OUTCROP
 HZ0528_STAMPING: I-64 T-20 NO 2 1966
 HZ0528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ0528+STABILITY: POSITION/ELEVATION WELL
 HZ0528
 HZ0528  HISTORY     - Date     Condition        Report By
 HZ0528  HISTORY     - 1966     MONUMENTED       KYDT
 HZ0528  HISTORY     - 1968     GOOD             PAS
 HZ0528
 HZ0528                          STATION DESCRIPTION
 HZ0528
 HZ0528'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ0528'1 MI SE FROM BRIDGEPORT.
 HZ0528'ABOUT 2.4 MILES WEST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HZ0528'64 AND U.S. HIGHWAY 127 INTERCHANGE, WHICH IS ABOUT 3 MILES
 HZ0528'SOUTHWEST OF FRANKFORT.  ABOUT 70 FEET NORTH OF THE CENTER OF
 HZ0528'WEST BOUND LANE, 48 FEET SOUTHWEST OF METAL R/W FENCE POST
 HZ0528'WITH 2 BRACES AND 40 FEET SOUTH OF NORTH R/W FENCE.  A KENTUCKY
 HZ0528'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN DRILL HOLE IN THE
 HZ0528'TOP OF ROCK OUTCROP AND STAMPED I-64 T-20 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0532 ***********************************************************************
 HZ0532  DESIGNATION -  I64 T 21 RM 1
 HZ0532  PID         -  HZ0532
 HZ0532  STATE/COUNTY-  KY/FRANKLIN
 HZ0532  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0532
 HZ0532                         *CURRENT SURVEY CONTROL
 HZ0532  ___________________________________________________________________
 HZ0532* NAD 83(1986)-  38 09 31.     (N)    084 53 57.     (W)     SCALED    
 HZ0532* NAVD 88     -       248.425  (meters)     815.04   (feet)  ADJUSTED  
 HZ0532  ___________________________________________________________________
 HZ0532  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0532  DYNAMIC HT  -         248.248 (meters)     814.46  (feet)  COMP
 HZ0532  MODELED GRAV-     979,912.4   (mgal)                       NAVD 88
 HZ0532
 HZ0532  VERT ORDER  -  SECOND    CLASS 0
 HZ0532
 HZ0532.The horizontal coordinates were scaled from a topographic map and have
 HZ0532.an estimated accuracy of +/- 6 seconds.
 HZ0532
 HZ0532.The orthometric height was determined by differential leveling
 HZ0532.and adjusted by the National Geodetic Survey in June 1991..
 HZ0532
 HZ0532.The geoid height was determined by GEOID03.
 HZ0532
 HZ0532.The dynamic height is computed by dividing the NAVD 88
 HZ0532.geopotential number by the normal gravity value computed on the
 HZ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0532.degrees latitude (g = 980.6199 gals.).
 HZ0532
 HZ0532.The modeled gravity was interpolated from observed gravity values.
 HZ0532
 HZ0532;                    North         East    Units  Estimated Accuracy
 HZ0532;SPC KY1Z     - 1,202,920.    1,574,560.      MT  (+/- 180 meters Scaled)
 HZ0532
 HZ0532                          SUPERSEDED SURVEY CONTROL
 HZ0532
 HZ0532  NGVD 29 (??/??/92)  248.592  (m)          815.59   (f) ADJ UNCH    2 0
 HZ0532
 HZ0532.Superseded values are not recommended for survey control.
 HZ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0532.See file dsdata.txt to determine how the superseded data were derived.
 HZ0532
 HZ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH840254(NAD 83)
 HZ0532_MARKER: DD = SURVEY DISK
 HZ0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0532_STAMPING: I-64 T-21 NO 1 1966
 HZ0532_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HZ0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0532+STABILITY: SURFACE MOTION
 HZ0532
 HZ0532  HISTORY     - Date     Condition        Report By
 HZ0532  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0532  HISTORY     - 1968     GOOD             PAS
 HZ0532  HISTORY     - 19920101 GOOD             KYDT
 HZ0532
 HZ0532                          STATION DESCRIPTION
 HZ0532
 HZ0532'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ0532'3.2 MI SW FROM FRANKFORT.
 HZ0532'ABOUT 0.3 MILE WEST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HZ0532'64 AND U.S. HIGHWAY 127 INTERCHANGE, WHICH IS ABOUT 3 MILES
 HZ0532'SOUTHWEST OF FRANKFORT.  ABOUT 118 FEET NORTH OF THE CENTER OF
 HZ0532'WEST BOUND LANE, 78 FEET EAST OF METAL WITNESS POST AND SIGN
 HZ0532'AND 25 FEET NORTHEAST OF A 2-INCH MAPLE TREE.  A KENTUCKY DEPARTMENT
 HZ0532'OF HIGHWAYS SURVEY TABLET SET IN DRILL HOLE IN CONCRETE BASE
 HZ0532'FOR METAL FENCE POST IN NORTH R/W FENCE AND STAMPED I-64 T-21
 HZ0532'NO. 1 1966.
 HZ0532
 HZ0532                          STATION RECOVERY (1992)
 HZ0532
 HZ0532'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1992 (RA)
 HZ0532'MARK RECOVERED AS DESCRIBED, IN MAY 1992.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0531 ***********************************************************************
 HZ0531  DESIGNATION -  I64 T 21 RM 2
 HZ0531  PID         -  HZ0531
 HZ0531  STATE/COUNTY-  KY/FRANKLIN
 HZ0531  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0531
 HZ0531                         *CURRENT SURVEY CONTROL
 HZ0531  ___________________________________________________________________
 HZ0531* NAD 83(1986)-  38 09 31.     (N)    084 53 57.     (W)     SCALED    
 HZ0531* NAVD 88     -       248.002  (meters)     813.65   (feet)  ADJUSTED  
 HZ0531  ___________________________________________________________________
 HZ0531  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0531  DYNAMIC HT  -         247.826 (meters)     813.08  (feet)  COMP
 HZ0531  MODELED GRAV-     979,912.4   (mgal)                       NAVD 88
 HZ0531
 HZ0531  VERT ORDER  -  SECOND    CLASS 0
 HZ0531
 HZ0531.The horizontal coordinates were scaled from a topographic map and have
 HZ0531.an estimated accuracy of +/- 6 seconds.
 HZ0531
 HZ0531.The orthometric height was determined by differential leveling
 HZ0531.and adjusted by the National Geodetic Survey in June 1991..
 HZ0531
 HZ0531.The geoid height was determined by GEOID03.
 HZ0531
 HZ0531.The dynamic height is computed by dividing the NAVD 88
 HZ0531.geopotential number by the normal gravity value computed on the
 HZ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0531.degrees latitude (g = 980.6199 gals.).
 HZ0531
 HZ0531.The modeled gravity was interpolated from observed gravity values.
 HZ0531
 HZ0531;                    North         East    Units  Estimated Accuracy
 HZ0531;SPC KY1Z     - 1,202,920.    1,574,560.      MT  (+/- 180 meters Scaled)
 HZ0531
 HZ0531                          SUPERSEDED SURVEY CONTROL
 HZ0531
 HZ0531  NGVD 29 (??/??/92)  248.170  (m)          814.20   (f) ADJ UNCH    2 0
 HZ0531
 HZ0531.Superseded values are not recommended for survey control.
 HZ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0531.See file dsdata.txt to determine how the superseded data were derived.
 HZ0531
 HZ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH840254(NAD 83)
 HZ0531_MARKER: DD = SURVEY DISK
 HZ0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0531_STAMPING: I-64 T-21 NO 2 1966
 HZ0531_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HZ0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0531+STABILITY: SURFACE MOTION
 HZ0531
 HZ0531  HISTORY     - Date     Condition        Report By
 HZ0531  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0531  HISTORY     - 1968     GOOD             PAS
 HZ0531  HISTORY     - 1982     GOOD             LOCSUR
 HZ0531  HISTORY     - 19920101 GOOD             KYDT
 HZ0531
 HZ0531                          STATION DESCRIPTION
 HZ0531
 HZ0531'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ0531'3.2 MI SW FROM FRANKFORT.
 HZ0531'ABOUT 0.3 MILE WEST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HZ0531'64 FROM THE INTERSTATE 64 AND U.S. HIGHWAY 127 INTERCHANGE,
 HZ0531'WHICH IS ABOUT 3 MILES SOUTHWEST OF FRANKFORT.  ABOUT 117 FEET
 HZ0531'NORTH OF THE CENTER OF WEST BOUND LANE, 2.3 FEET WEST OF METAL
 HZ0531'WITNESS POST AND SIGN AND 1 1/2 FEET SOUTH OF NORTH R/W FENCE.
 HZ0531'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 HZ0531'CONCRETE FLUSH WITH GROUND AND STAMPED I-64 T-21 NO. 2 1966.
 HZ0531
 HZ0531                          STATION RECOVERY (1982)
 HZ0531
 HZ0531'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 HZ0531'RECOVERED IN GOOD CONDITION.
 HZ0531
 HZ0531                          STATION RECOVERY (1992)
 HZ0531
 HZ0531'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1992 (RA)
 HZ0531'MARK RECOVERED AS DESCRIBED, IN MAY 1992.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2492 ***********************************************************************
 HZ2492  DESIGNATION -  I64 T 22
 HZ2492  PID         -  HZ2492
 HZ2492  STATE/COUNTY-  KY/FRANKLIN
 HZ2492  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ2492
 HZ2492                         *CURRENT SURVEY CONTROL
 HZ2492  ___________________________________________________________________
 HZ2492* NAD 83(1993)-  38 09 27.70200(N)    084 51 47.73036(W)     ADJUSTED  
 HZ2492* NAVD 88     -       234.4    (meters)     769.     (feet)  VERTCON   
 HZ2492  ___________________________________________________________________
 HZ2492  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 HZ2492  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ2492
 HZ2492  HORZ ORDER  -  SECOND
 HZ2492
 HZ2492.The horizontal coordinates were established by classical geodetic methods
 HZ2492.and adjusted by the National Geodetic Survey in December 1995..
 HZ2492
 HZ2492.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2492
 HZ2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2492
 HZ2492.The geoid height was determined by GEOID03.
 HZ2492
 HZ2492;                    North         East     Units Scale Factor Converg.
 HZ2492;SPC KY1Z     - 1,202,842.399 1,577,709.995   MT  0.99991695   +0 32 39.9
 HZ2492;SPC KY1Z     - 3,946,325.44  5,176,203.54   sFT  0.99991695   +0 32 39.9
 HZ2492;SPC KY N     -    73,180.758   446,253.205   MT  0.99997659   -0 22 53.4
 HZ2492;SPC KY N     -   240,093.87  1,464,082.39   sFT  0.99997659   -0 22 53.4
 HZ2492;UTM  16      - 4,225,469.116   687,208.137   MT  1.00003165   +1 19 13.9
 HZ2492
 HZ2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2492!SPC KY1Z     -   0.99996849  x   0.99991695  =   0.99988544
 HZ2492!SPC KY N     -   0.99996849  x   0.99997659  =   0.99994508
 HZ2492!UTM  16      -   0.99996849  x   1.00003165  =   1.00000014
 HZ2492
 HZ2492|---------------------------------------------------------------------|
 HZ2492| PID    Reference Object                     Distance      Geod. Az  |
 HZ2492|                                                           dddmmss.s |
 HZ2492| DC2327 I64 T 22 RM 1                        17.177 METERS 02307     |
 HZ2492| HZ0536 I64 T 22 AZ MK                                     0704105.0 |
 HZ2492| DC2328 I64 T 22 RM 2                         5.937 METERS 29656     |
 HZ2492|---------------------------------------------------------------------|
 HZ2492
 HZ2492                          SUPERSEDED SURVEY CONTROL
 HZ2492
 HZ2492  NAD 83(1986)-  38 09 27.70556(N)    084 51 47.73588(W) AD(       ) 2
 HZ2492  NAD 27      -  38 09 27.44220(N)    084 51 47.92142(W) AD(       ) 2
 HZ2492  NGVD 29 (07/19/86)  234.6    (m)          770.     (f) VERT ANG       
 HZ2492
 HZ2492.Superseded values are not recommended for survey control.
 HZ2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2492.See file dsdata.txt to determine how the superseded data were derived.
 HZ2492
 HZ2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8720825469(NAD 83)
 HZ2492_MARKER: DD = SURVEY DISK
 HZ2492_SETTING: 66 = SET IN ROCK OUTCROP
 HZ2492
 HZ2492  HISTORY     - Date     Condition        Report By
 HZ2492  HISTORY     - 1966     MONUMENTED       KYHD
 HZ2492
 HZ2492                          STATION DESCRIPTION
 HZ2492
 HZ2492'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ2492'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF FRANKFORT AND ABOUT 0.6
 HZ2492'MILE WEST OF THE KENTUCKY RIVER.  IT IS ON A HIGH EMBANKMENT ALONG
 HZ2492'THE SOUTH SIDE OF THE EAST BOUND LANE OF INTERSTATE ROUTE 64.
 HZ2492'
 HZ2492'TO REACH THE STATION FROM THE FRANKFORT LAWRENCEBURG INTERCHANGE
 HZ2492'(U.S. HIGHWAY NO.127), GO EAST ON INTERSTATE ROUTE 64 FOR 1.5 MILES
 HZ2492'TO A SMALL DRAIN BETWEEN STEEP BANKS ALONG SOUTH SIDE OF INTERSTATE
 HZ2492'64. FROM HERE WALK UPHILL AND EAST ALONG SOUTH R/W FENCE FOR
 HZ2492'APPROXIMATELY 600 FEET TO STATION NEAR THE HIGHEST POINT.
 HZ2492'
 HZ2492'STATION MARK IS ABOUT 196 FEET EAST OF A 12 INCH LOCUST TREE, 81 FEET
 HZ2492'WEST OF R/W FENCE POST WITH 2 BRACES AND 6 FEET NORTH OF SOUTH R/W
 HZ2492'FENCE.  THE MARK IS SET IN DRILL HOLE IN TOP OF LIMESTONE OUTCROP AND
 HZ2492'STAMPED I-64 T-22 1966.
 HZ2492'
 HZ2492'REFERENCE MARK NO.1 IS NORTH NORTHEAST OF STATION, 82 FEET NORTHWEST
 HZ2492'OF R/W FENCE POST WITH 2 BRACES AND 59-1/2 FEET NORTH OF SOUTH R/W
 HZ2492'FENCE.  THE MARK IS SET IN DRILL HOLE IN THE TOP OF A SMALL LIMESTONE
 HZ2492'OUTCROP AND STAMPED I-64 T-22 NO.1 1966.
 HZ2492'
 HZ2492'REFERENCE MARK NO.2 IS WEST NORTHWEST OF STATION, ABOUT 177 FEET EAST
 HZ2492'OF A 12 INCH LOCUST TREE AND 15 FEET NORTH OF SOUTH R/W FENCE.  THE
 HZ2492'MARK IS SET IN DRILL HOLE IN THE TOP OF A 3 FT X 3 FT LIMESTONE
 HZ2492'OUTCROP AND STAMPED I-64 T-22 NO.2 1966.
 HZ2492'
 HZ2492'TO REACH AZIMUTH MARK FROM STATION, GO EAST ON INTERSTATE ROUTE 64
 HZ2492'FOR 0.7 MILE TO MARK ON RIGHT AT EAST END OF BRIDGE OVER KENTUCKY
 HZ2492'RIVER.
 HZ2492'
 HZ2492'THE MARK IS 39 FEET NORTHWEST OF THE NORTHWEST CORNER OF CONCRETE
 HZ2492'CATCH BASIN, 21 FEET SOUTH OF THE CENTER OF EAST BOUND LANE, AND
 HZ2492'3-1/2 FEET NORTHWEST OF THE SOUTHEAST END OF CONCRETE CURBING.  THE
 HZ2492'MARK IS SET IN DRILL HOLE IN THE TOP OF THE SOUTH BRIDGE CURBING AND
 HZ2492'STAMPED I-64 T-22 1966.
 HZ2492'
 HZ2492'STATION, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY DEPARTMENT OF
 HZ2492'HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 HZ2492'
 HZ2492'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0536 ***********************************************************************
 HZ0536  DESIGNATION -  I64 T 22 AZ MK
 HZ0536  PID         -  HZ0536
 HZ0536  STATE/COUNTY-  KY/FRANKLIN
 HZ0536  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0536
 HZ0536                         *CURRENT SURVEY CONTROL
 HZ0536  ___________________________________________________________________
 HZ0536* NAD 83(1986)-  38 09 41.     (N)    084 51 02.     (W)     SCALED    
 HZ0536* NAVD 88     -       186.803  (meters)     612.87   (feet)  ADJUSTED  
 HZ0536  ___________________________________________________________________
 HZ0536  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0536  DYNAMIC HT  -         186.671 (meters)     612.44  (feet)  COMP
 HZ0536  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 HZ0536
 HZ0536  VERT ORDER  -  SECOND    CLASS 0
 HZ0536
 HZ0536.The horizontal coordinates were scaled from a topographic map and have
 HZ0536.an estimated accuracy of +/- 6 seconds.
 HZ0536
 HZ0536.The orthometric height was determined by differential leveling
 HZ0536.and adjusted by the National Geodetic Survey in June 1991..
 HZ0536
 HZ0536.The geoid height was determined by GEOID03.
 HZ0536
 HZ0536.The dynamic height is computed by dividing the NAVD 88
 HZ0536.geopotential number by the normal gravity value computed on the
 HZ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0536.degrees latitude (g = 980.6199 gals.).
 HZ0536
 HZ0536.The modeled gravity was interpolated from observed gravity values.
 HZ0536
 HZ0536;                    North         East    Units  Estimated Accuracy
 HZ0536;SPC KY1Z     - 1,203,260.    1,578,820.      MT  (+/- 180 meters Scaled)
 HZ0536
 HZ0536                          SUPERSEDED SURVEY CONTROL
 HZ0536
 HZ0536  NGVD 29 (??/??/92)  186.974  (m)          613.43   (f) ADJ UNCH    2 0
 HZ0536
 HZ0536.Superseded values are not recommended for survey control.
 HZ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0536.See file dsdata.txt to determine how the superseded data were derived.
 HZ0536
 HZ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH883259(NAD 83)
 HZ0536_MARKER: DD = SURVEY DISK
 HZ0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0536_SP_SET: BRIDGE
 HZ0536_STAMPING: I-64 T-22 1966
 HZ0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0536
 HZ0536  HISTORY     - Date     Condition        Report By
 HZ0536  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0536  HISTORY     - 1968     GOOD             PAS
 HZ0536
 HZ0536                          STATION DESCRIPTION
 HZ0536
 HZ0536'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ0536'2.5 MI SSE FROM FRANKFORT.
 HZ0536'ABOUT 2.3 MILES EAST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HZ0536'64 AND U.S. HIGHWAY 127 INTERCHANGE, WHICH IS ABOUT 3 MILES
 HZ0536'SOUTHWEST OF FRANKFORT.  AT THE EAST END OF EAST BOUND BRIDGE
 HZ0536'OVER KENTUCKY RIVER, 39 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HZ0536'CONCRETE CATCH BASIN, 21 FEET SOUTH OF THE CENTER OF EAST BOUND
 HZ0536'LANE AND 3 1/2 FEET NORTHWEST OF THE SOUTHEAST END OF CONCRETE
 HZ0536'CURBING.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 HZ0536'DRILL HOLE IN THE TOP OF THE SOUTH BRIDGE CURBING AND STAMPED
 HZ0536'I-64 T-22 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0537 ***********************************************************************
 HZ0537  DESIGNATION -  I64 T 23
 HZ0537  PID         -  HZ0537
 HZ0537  STATE/COUNTY-  KY/FRANKLIN
 HZ0537  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0537
 HZ0537                         *CURRENT SURVEY CONTROL
 HZ0537  ___________________________________________________________________
 HZ0537* NAD 83(1993)-  38 10 12.17078(N)    084 50 07.89069(W)     ADJUSTED  
 HZ0537* NAVD 88     -       258.885  (meters)     849.36   (feet)  ADJUSTED  
 HZ0537  ___________________________________________________________________
 HZ0537  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 HZ0537  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0537  DYNAMIC HT  -         258.703 (meters)     848.76  (feet)  COMP
 HZ0537  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 HZ0537
 HZ0537  HORZ ORDER  -  SECOND
 HZ0537  VERT ORDER  -  SECOND    CLASS 0
 HZ0537
 HZ0537.The horizontal coordinates were established by classical geodetic methods
 HZ0537.and adjusted by the National Geodetic Survey in December 1995..
 HZ0537
 HZ0537.The orthometric height was determined by differential leveling
 HZ0537.and adjusted by the National Geodetic Survey in June 1991..
 HZ0537
 HZ0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0537
 HZ0537.The geoid height was determined by GEOID03.
 HZ0537
 HZ0537.The dynamic height is computed by dividing the NAVD 88
 HZ0537.geopotential number by the normal gravity value computed on the
 HZ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0537.degrees latitude (g = 980.6199 gals.).
 HZ0537
 HZ0537.The modeled gravity was interpolated from observed gravity values.
 HZ0537
 HZ0537;                    North         East     Units Scale Factor Converg.
 HZ0537;SPC KY1Z     - 1,204,236.790 1,580,126.899   MT  0.99991803   +0 33 41.2
 HZ0537;SPC KY1Z     - 3,950,900.20  5,184,133.00   sFT  0.99991803   +0 33 41.2
 HZ0537;SPC KY N     -    74,535.995   448,692.466   MT  0.99997546   -0 21 51.2
 HZ0537;SPC KY N     -   244,540.18  1,472,085.20   sFT  0.99997546   -0 21 51.2
 HZ0537;UTM  16      - 4,226,896.298   689,606.213   MT  1.00004278   +1 20 16.9
 HZ0537
 HZ0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0537!SPC KY1Z     -   0.99996465  x   0.99991803  =   0.99988268
 HZ0537!SPC KY N     -   0.99996465  x   0.99997546  =   0.99994011
 HZ0537!UTM  16      -   0.99996465  x   1.00004278  =   1.00000743
 HZ0537
 HZ0537|---------------------------------------------------------------------|
 HZ0537| PID    Reference Object                     Distance      Geod. Az  |
 HZ0537|                                                           dddmmss.s |
 HZ0537| HZ0539 I64 T 23 RM 1                        13.140 METERS 03554     |
 HZ0537| DC2329 I64 T 23 AZ MK                                     0630643.1 |
 HZ0537| HZ0538 I64 T 23 RM 2                        13.315 METERS 30315     |
 HZ0537|---------------------------------------------------------------------|
 HZ0537
 HZ0537                          SUPERSEDED SURVEY CONTROL
 HZ0537
 HZ0537  NAD 83(1986)-  38 10 12.17488(N)    084 50 07.89674(W) AD(       ) 2
 HZ0537  NAD 27      -  38 10 11.90966(N)    084 50 08.08294(W) AD(       ) 2
 HZ0537  NGVD 29 (??/??/92)  259.057  (m)          849.92   (f) ADJ UNCH    2 0
 HZ0537
 HZ0537.Superseded values are not recommended for survey control.
 HZ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0537.See file dsdata.txt to determine how the superseded data were derived.
 HZ0537
 HZ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8960626896(NAD 83)
 HZ0537_MARKER: DD = SURVEY DISK
 HZ0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0537_STAMPING: I-64 T-23 1966
 HZ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0537+STABILITY: SURFACE MOTION
 HZ0537
 HZ0537  HISTORY     - Date     Condition        Report By
 HZ0537  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0537  HISTORY     - 1968     GOOD             PAS
 HZ0537
 HZ0537                          STATION DESCRIPTION
 HZ0537
 HZ0537'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ0537'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF FRANKFORT.  IT IS
 HZ0537'ON TOP OF A WOODED MEDIAN BETWEEN THE EAST AND WEST BOUND LANES OF
 HZ0537'INTERSTATE ROUTE 64.  STATION IS ALSO ABOUT 0.6 MILE SOUTHWEST OF THE
 HZ0537'HANLEY LANE OVERPASS.
 HZ0537'
 HZ0537'TO REACH THE STATION FROM THE U.S. HIGHWAY 60 AND INTERSTATE 64
 HZ0537'INTERCHANGE NEAR JETT, GO WEST ON INTERSTATE ROUTE 64 FOR 1.1 MILES
 HZ0537'TO THE AZIMUTH MARK ON LEFT ON SOUTH SIDE OF EAST BOUND LANE.
 HZ0537'CONTINUE AHEAD ON INTERSTATE 64 FOR 0.3 MILE TO STATION ON LEFT ON
 HZ0537'TOP OF HIGH BANK IN MEDIAN.
 HZ0537'
 HZ0537'STATION MARK IS 140 FEET NORTHWEST OF AN 18-INCH HACKBERRY TREE, 45
 HZ0537'FEET SOUTHWEST OF A 5-INCH ELM TREE AND 1.7 FEET NORHTEAST OF METAL
 HZ0537'WITNESS POST AND SIGN.  THE MARK IS SET IN TOP OF CONCRETE
 HZ0537'PROJECTING 1 INCH AND STAMPED I-64 T-23 1966.
 HZ0537'
 HZ0537'REFERENCE MARK NO.1 IS NORTHEAST OF STATION, ABOUT 121 FEET NORTH OF
 HZ0537'AN 18-INCH HACKBERRY TREE, 46 FEET NORTHEAST OF METAL WITNESS POST
 HZ0537'AND SIGN AND 1-1/2 FEET SOUTHWEST OF A 5 INCH ELM TREE.  THE MARK IS
 HZ0537'SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-64 T-23 NO.1
 HZ0537'1966.
 HZ0537'
 HZ0537'REFERENCE MARK NO.2 IS NORTHWEST OF STATION, 64 FEET WEST OF A 5-INCH
 HZ0537'ELM TREE AND 44 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.  THE
 HZ0537'MARK IS SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-64
 HZ0537'T-23 NO 2 1966.
 HZ0537'
 HZ0537'AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF STATION, 37-1/2 FEET SOUTHWEST
 HZ0537'OF SOUTHWEST END OF METAL GUARD RAIL, 27 FEET SOUTHEAST OF THE
 HZ0537'CENTER OF EAST BOUND LANE AND 0.7 FOOT NORTHWEST OF NORTHWEST LEG OF
 HZ0537'ALUMINUM SIGN.  THE MARK IS SET IN DRILL HOLE IN THE NORTH CONCRETE
 HZ0537'BASE FOR SIGN THAT READS GAS FOOD LODGING NEXT RIGHT.  THE DISK IS
 HZ0537'STAMPED I-64 T-23 1966.
 HZ0537'
 HZ0537'SURFACE UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0537'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 HZ0537'
 HZ0537'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 HZ0537
 HZ0537                          STATION RECOVERY (1968)
 HZ0537
 HZ0537'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ0537'2.5 MI SE FROM FRANKFORT.
 HZ0537'ABOUT 1.4 MILES ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HZ0537'64 AND U.S. HIGHWAY 60 INTERCHANGE NEAR JETT COMMUNITY.  ABOUT
 HZ0537'0.6 MILE SOUTHWEST OF THE HANLEY LANE OVERPASS, ON TOP OF A HIGH
 HZ0537'WOODED MEDIAN BETWEEN THE EAST AND WEST BOUND LANES, 140 FEET
 HZ0537'NORTHWEST OF AN 18 INCH HACKBERRY TREE, 45 FEET SOUTHWEST OF A
 HZ0537'5-INCH ELM TREE AND 1.7 FEET NORTHEAST OF METAL WITNESS POST AND
 HZ0537'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 HZ0537'TOP OF CONCRETE PROJECTING 1 INCH AND STAMPED I-64 T-23 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0539 ***********************************************************************
 HZ0539  DESIGNATION -  I64 T 23 RM 1
 HZ0539  PID         -  HZ0539
 HZ0539  STATE/COUNTY-  KY/FRANKLIN
 HZ0539  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0539
 HZ0539                         *CURRENT SURVEY CONTROL
 HZ0539  ___________________________________________________________________
 HZ0539* NAD 83(1986)-  38 10 12.     (N)    084 50 08.     (W)     SCALED    
 HZ0539* NAVD 88     -       258.835  (meters)     849.19   (feet)  ADJUSTED  
 HZ0539  ___________________________________________________________________
 HZ0539  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0539  DYNAMIC HT  -         258.652 (meters)     848.59  (feet)  COMP
 HZ0539  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 HZ0539
 HZ0539  VERT ORDER  -  SECOND    CLASS 0
 HZ0539
 HZ0539.The horizontal coordinates were scaled from a topographic map and have
 HZ0539.an estimated accuracy of +/- 6 seconds.
 HZ0539
 HZ0539.The orthometric height was determined by differential leveling
 HZ0539.and adjusted by the National Geodetic Survey in June 1991..
 HZ0539
 HZ0539.The geoid height was determined by GEOID03.
 HZ0539
 HZ0539.The dynamic height is computed by dividing the NAVD 88
 HZ0539.geopotential number by the normal gravity value computed on the
 HZ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0539.degrees latitude (g = 980.6199 gals.).
 HZ0539
 HZ0539.The modeled gravity was interpolated from observed gravity values.
 HZ0539
 HZ0539;                    North         East    Units  Estimated Accuracy
 HZ0539;SPC KY1Z     - 1,204,230.    1,580,120.      MT  (+/- 180 meters Scaled)
 HZ0539
 HZ0539                          SUPERSEDED SURVEY CONTROL
 HZ0539
 HZ0539  NGVD 29 (??/??/92)  259.006  (m)          849.76   (f) ADJ UNCH    2 0
 HZ0539
 HZ0539.Superseded values are not recommended for survey control.
 HZ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0539.See file dsdata.txt to determine how the superseded data were derived.
 HZ0539
 HZ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH896268(NAD 83)
 HZ0539_MARKER: DD = SURVEY DISK
 HZ0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0539_STAMPING: I-64 T-23 NO 1 1966
 HZ0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0539+STABILITY: SURFACE MOTION
 HZ0539
 HZ0539  HISTORY     - Date     Condition        Report By
 HZ0539  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0539  HISTORY     - 1968     GOOD             PAS
 HZ0539
 HZ0539                          STATION DESCRIPTION
 HZ0539
 HZ0539'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ0539'2.5 MI SE FROM FRANKFORT.
 HZ0539'ABOUT 1.4 MILES WEST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HZ0539'64 AND U.S. HIGHWAY 60 INTERCHANGE NEAR JETT COMMUNITY.  ABOUT
 HZ0539'0.6 MILE SOUTHWEST OF THE HANLEY LANE OVERPASS, ON TOP OF A
 HZ0539'HIGH WOODED MEDIAN BETWEEN THE EAST AND WEST BOUND LANES,
 HZ0539'ABOUT 121 FEET NORTH OF AN 18-INCH HACKBERRY TREE, 46 FEET
 HZ0539'NORTHEAST OF METAL WITNESS POST AND SIGN AND 1 1/2 FEET SOUTHWEST
 HZ0539'OF A 5-INCH ELM TREE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 HZ0539'TABLET SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED
 HZ0539'I-64 T-23 NO. 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0538 ***********************************************************************
 HZ0538  DESIGNATION -  I64 T 23 RM 2
 HZ0538  PID         -  HZ0538
 HZ0538  STATE/COUNTY-  KY/FRANKLIN
 HZ0538  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0538
 HZ0538                         *CURRENT SURVEY CONTROL
 HZ0538  ___________________________________________________________________
 HZ0538* NAD 83(1986)-  38 10 12.     (N)    084 50 08.     (W)     SCALED    
 HZ0538* NAVD 88     -       259.591  (meters)     851.67   (feet)  ADJUSTED  
 HZ0538  ___________________________________________________________________
 HZ0538  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0538  DYNAMIC HT  -         259.408 (meters)     851.07  (feet)  COMP
 HZ0538  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 HZ0538
 HZ0538  VERT ORDER  -  SECOND    CLASS 0
 HZ0538
 HZ0538.The horizontal coordinates were scaled from a topographic map and have
 HZ0538.an estimated accuracy of +/- 6 seconds.
 HZ0538
 HZ0538.The orthometric height was determined by differential leveling
 HZ0538.and adjusted by the National Geodetic Survey in June 1991..
 HZ0538
 HZ0538.The geoid height was determined by GEOID03.
 HZ0538
 HZ0538.The dynamic height is computed by dividing the NAVD 88
 HZ0538.geopotential number by the normal gravity value computed on the
 HZ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0538.degrees latitude (g = 980.6199 gals.).
 HZ0538
 HZ0538.The modeled gravity was interpolated from observed gravity values.
 HZ0538
 HZ0538;                    North         East    Units  Estimated Accuracy
 HZ0538;SPC KY1Z     - 1,204,230.    1,580,120.      MT  (+/- 180 meters Scaled)
 HZ0538
 HZ0538                          SUPERSEDED SURVEY CONTROL
 HZ0538
 HZ0538  NGVD 29 (??/??/92)  259.762  (m)          852.24   (f) ADJ UNCH    2 0
 HZ0538
 HZ0538.Superseded values are not recommended for survey control.
 HZ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0538.See file dsdata.txt to determine how the superseded data were derived.
 HZ0538
 HZ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH896268(NAD 83)
 HZ0538_MARKER: DD = SURVEY DISK
 HZ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0538_STAMPING: I-64 T-23 NO 2 1966
 HZ0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0538+STABILITY: SURFACE MOTION
 HZ0538
 HZ0538  HISTORY     - Date     Condition        Report By
 HZ0538  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0538  HISTORY     - 1968     GOOD             PAS
 HZ0538
 HZ0538                          STATION DESCRIPTION
 HZ0538
 HZ0538'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 HZ0538'2.5 MI SE FROM FRANKFORT.
 HZ0538'ABOUT 1.4 MILES WEST ALONG INTERSTATE ROUTE 64 FROM THE INTERSTATE
 HZ0538'64 AND U.S. HIGHWAY 60 INTERCHANGE NEAR JETT COMMUNITY.  ABOUT
 HZ0538'0.6 MILE SOUTHWEST OF THE HANLEY LANE OVERPASS, ON TOP OF A
 HZ0538'HIGH WOODED MEDIAN BETWEEN THE EAST AND WEST BOUND LANES, 64
 HZ0538'FEET WEST OF A 5-INCH ELM TREE AND 44 FEET NORTHWEST OF METAL
 HZ0538'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 HZ0538'TABLET SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED
 HZ0538'I-64 T-23 NO. 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0543 ***********************************************************************
 HZ0543  DESIGNATION -  I64 T 24
 HZ0543  PID         -  HZ0543
 HZ0543  STATE/COUNTY-  KY/FRANKLIN
 HZ0543  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0543
 HZ0543                         *CURRENT SURVEY CONTROL
 HZ0543  ___________________________________________________________________
 HZ0543* NAD 83(1993)-  38 10 27.08572(N)    084 49 31.78922(W)     ADJUSTED  
 HZ0543* NAVD 88     -       261.483  (meters)     857.88   (feet)  ADJUSTED  
 HZ0543  ___________________________________________________________________
 HZ0543  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 HZ0543  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0543  DYNAMIC HT  -         261.298 (meters)     857.28  (feet)  COMP
 HZ0543  MODELED GRAV-     979,915.5   (mgal)                       NAVD 88
 HZ0543
 HZ0543  HORZ ORDER  -  SECOND
 HZ0543  VERT ORDER  -  SECOND    CLASS 0
 HZ0543
 HZ0543.The horizontal coordinates were established by classical geodetic methods
 HZ0543.and adjusted by the National Geodetic Survey in December 1995..
 HZ0543
 HZ0543.The orthometric height was determined by differential leveling
 HZ0543.and adjusted by the National Geodetic Survey in June 1991..
 HZ0543
 HZ0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0543
 HZ0543.The geoid height was determined by GEOID03.
 HZ0543
 HZ0543.The dynamic height is computed by dividing the NAVD 88
 HZ0543.geopotential number by the normal gravity value computed on the
 HZ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0543.degrees latitude (g = 980.6199 gals.).
 HZ0543
 HZ0543.The modeled gravity was interpolated from observed gravity values.
 HZ0543
 HZ0543;                    North         East     Units Scale Factor Converg.
 HZ0543;SPC KY1Z     - 1,204,705.264 1,581,000.991   MT  0.99991841   +0 34 03.4
 HZ0543;SPC KY1Z     - 3,952,437.19  5,187,000.75   sFT  0.99991841   +0 34 03.4
 HZ0543;SPC KY N     -    74,990.313   449,574.063   MT  0.99997509   -0 21 28.8
 HZ0543;SPC KY N     -   246,030.72  1,474,977.57   sFT  0.99997509   -0 21 28.8
 HZ0543;UTM  16      - 4,227,376.638   690,473.985   MT  1.00004684   +1 20 39.7
 HZ0543
 HZ0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0543!SPC KY1Z     -   0.99996424  x   0.99991841  =   0.99988266
 HZ0543!SPC KY N     -   0.99996424  x   0.99997509  =   0.99993933
 HZ0543!UTM  16      -   0.99996424  x   1.00004684  =   1.00001108
 HZ0543
 HZ0543:                Primary Azimuth Mark                     Grid Az
 HZ0543:SPC KY1Z     -  I64 T 43                                 035 23 54.5
 HZ0543:SPC KY N     -  I64 T 43                                 036 19 26.7
 HZ0543:UTM  16      -  I64 T 43                                 034 37 18.2
 HZ0543
 HZ0543|---------------------------------------------------------------------|
 HZ0543| PID    Reference Object                     Distance      Geod. Az  |
 HZ0543|                                                           dddmmss.s |
 HZ0543| HZ0449 I64 T 43                            APPROX. 0.5 KM 0355757.9 |
 HZ0543| HZ0545 I64 T 24 RM 1                        10.525 METERS 08142     |
 HZ0543| DC2330 I64 T 24 AZ MK                                     0902728.6 |
 HZ0543| HZ0544 I64 T 24 RM 2                        14.117 METERS 19200     |
 HZ0543|---------------------------------------------------------------------|
 HZ0543
 HZ0543                          SUPERSEDED SURVEY CONTROL
 HZ0543
 HZ0543  NAD 83(1986)-  38 10 27.08989(N)    084 49 31.79582(W) AD(       ) 2
 HZ0543  NAD 27      -  38 10 26.82400(N)    084 49 31.98193(W) AD(       ) 2
 HZ0543  NGVD 29 (??/??/92)  261.655  (m)          858.45   (f) ADJ UNCH    2 0
 HZ0543
 HZ0543.Superseded values are not recommended for survey control.
 HZ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0543.See file dsdata.txt to determine how the superseded data were derived.
 HZ0543
 HZ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH9047427377(NAD 83)
 HZ0543_MARKER: DE = TRAVERSE STATION DISK
 HZ0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0543_SP_SET: BRIDGE
 HZ0543_STAMPING: L-64 T-24 1966
 HZ0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0543
 HZ0543  HISTORY     - Date     Condition        Report By
 HZ0543  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0543  HISTORY     - 1971     GOOD             KYHD
 HZ0543  HISTORY     - 1971     GOOD             NGS
 HZ0543
 HZ0543                          STATION DESCRIPTION
 HZ0543
 HZ0543'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966 (HB)
 HZ0543'STATION IS LOCATED ABOUT 2.8 MILES SOUTHEAST OF FRANKFORT, AT THE
 HZ0543'NORTHWEST CORNER OF CONCRETE BRIDGE (HANLEY LANE) OVER INTERSTATE
 HZ0543'ROUTE 64.
 HZ0543'
 HZ0543'TO REACH THE STATION FROM THE U.S. HIGHWAY 60 AND INTERSTATE 64
 HZ0543'INTERCHANGE NEAR JETT, GO WEST ON INTERSTATE 64 FOR 0.8 MILE TO
 HZ0543'OVERPASS AND STATION AT NORTHWEST END.
 HZ0543'
 HZ0543'STATION MARK IS ABOUT 77 FEET SOUTHWEST OF THE CENTER OF A T ROAD
 HZ0543'JUNCTION, 16-1/2 FEET WEST OF THE CENTER OF HANLEY LANE, 2.6 FEET
 HZ0543'WEST OF THE SOUTH END OF METAL GUARD RAIL AND 2 FEET SOUTHEAST OF
 HZ0543'NORTHWEST END OF BRIDGE CURBING.  THE MARK IS SET IN DRILL HOLE IN
 HZ0543'THE TOP OF WEST CURBING OF OVERPASS AND STAMPED I-64 T-24 1966.
 HZ0543'
 HZ0543'REFERENCE MARK NO.1 IS EAST OF STATION, ABOUT 65 FEET SOUTHEAST OF T
 HZ0543'ROAD JUNCTION, 16-1/2 FEET EAST OF THE CENTER OF HANLEY LANE AND 3
 HZ0543'FEET SOUTHWEST OF NORTHEAST END OF CONCRETE CURBING.  THE MARK IS SET
 HZ0543'IN DRILL HOLE IN THE TOP OF THE EAST CURBING OF OVERPASS AND STAMPED
 HZ0543'I 64 T-24 NO.1 1966.
 HZ0543'
 HZ0543'REFERENCE MARK NO.2 IS SOUTH OF STATION, ABOUT 45 FEET NORTH OF A
 HZ0543'POINT OVER THE CENTER OF WEST BOUND LANE OF INTERSTATE 64, 12-1/2
 HZ0543'FEET WEST OF THE CENTER OF HANLEY LANE AND 1-1/2 FEET EAST OF
 HZ0543'ALUMINUM HAND RAIL.  THE MARK IS SET IN DRILL HOLE IN THE TOP OF WEST
 HZ0543'CURBING OF OVERPASS AND STAMPED I-64 T-24 NO.2 1966.
 HZ0543'
 HZ0543'AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF STATION, NEAR THE NORTH R/W
 HZ0543'FENCE OF INTERSTATE 64.  IT IS ABOUT 242 FEET SOUTHWEST OF A SLIGHT
 HZ0543'ANGLE IN R/W FENCE, 56 FEET NORTH OF THE CENTER OF WEST BOUND LANE
 HZ0543'AND 8-1/2 FEET SOUTHEAST OF A POINT IN LINE WITH PRODUCED LINES OF
 HZ0543'R/W FENCE.  THE MARK IS SET IN DRILL HOLE IN ROCK OUTCROP ABOUT 5
 HZ0543'FEET ABOVE LEVEL OF ROAD AND STAMPED I-64 T-24 1966.
 HZ0543'
 HZ0543'STATION, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY DEPARTMENT OF
 HZ0543'HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 HZ0543'
 HZ0543'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 HZ0543
 HZ0543                          STATION RECOVERY (1971)
 HZ0543
 HZ0543'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1971 (LFS)
 HZ0543'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 HZ0543'CONDITION, HOWEVER, VISUAL OBSERVATIONS SHOWED THAT THE HORIZONTAL
 HZ0543'ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE MARK NO.2 AS SHOWN IN
 HZ0543'THE DESCRIPTION WAS IN ERROR.  THE STATION WAS OCCUPIED AND THE
 HZ0543'HORIZONTAL ANGLES OBSERVED BETWEEN THE AZIMUTH MARK AND THE REFERENCE
 HZ0543'MARKS CHECKED.  THE ANGLES OBSERVED THIS DATE CHECKED THE ANGLE FOR
 HZ0543'REFERENCE MARK NO.1 06.3 SEC, WHILE THE ANGLE TO REFERENCE MARK NO.2
 HZ0543'SHOWED A DISCREPANCY OF 51 DEG 09 MIN 36.7 SEC.  IN CHECKING THE
 HZ0543'HORIZONTAL MEASURED DISTANCES BETWEEN THE STATION AND THE REFERENCE
 HZ0543'MARKS, THE 1966 DISTANCES WERE CHECKED FLAT.
 HZ0543'
 HZ0543'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 HZ0543'
 HZ0543'THE STATION IS LOCATED ABOUT 2.8 MILES SOUTHEAST OF FRANKFORT, AT THE
 HZ0543'NORTHWEST CORNER OF THE CONCRETE BRIDGE FOR A GRADE SEPARATION OF
 HZ0543'HANLEY LANE OVER INTERSTATE ROUTE 64.
 HZ0543'
 HZ0543'TO REACH THE STATION FROM THE INTERSTATE ROUTE 64 AND U.S. HIGHWAY 62
 HZ0543'INTERCHANGE NEAR JETT, GO WESTERLY ON INTERSTATE ROUTE 64 FOR 0.3 OF
 HZ0543'A MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WESTERLY ON
 HZ0543'INTERSTATE ROUTE 64 FOR 0.5 OF A MILE TO THE HANLEY LANE OVERPASS AND
 HZ0543'THE STATION IN THE CONCRETE BRIDGE STRUCTURE AS DESCRIBED.
 HZ0543'
 HZ0543'THE STATION IS 77 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 HZ0543'GRAVELED T ROAD WEST AT INTERSECTION WITH HANLEY LANE, 16 FEET WEST
 HZ0543'OF THE APPROXIMATE CENTER OF HANLEY LANE, 2.6 FEET WEST OF THE SOUTH
 HZ0543'END OF A METAL GUARDRAIL, AND 2.0 FEET SOUTHEAST OF THE NORTHWEST
 HZ0543'END OF THE BRIDGE CURBING OF THE OVERPASS.  A STANDARD KENTUCKY
 HZ0543'DEPARTMENT OF HIGHWAYS STATION MARK DISK CEMENTED IN A DRILL HOLE
 HZ0543'NEAR THE NORTHWEST END OF THE WEST CURBING OF THE OVERPASS, AND THE
 HZ0543'DISK IS STAMPED I-64 T-24 1966.
 HZ0543'
 HZ0543'REFERENCE MARK NO.1 IS 65 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 HZ0543'GRAVELED T ROAD WEST AT INTERSECTION WITH HANLEY LANE, 16 FEET EAST
 HZ0543'OF THE APPROXIMATE CENTER OF HANLEY LANE, 2.5 FEET SOUTHWEST OF THE
 HZ0543'NORTHEAST END OF A CONCRETE CURBING, AND 1.5 FEET WEST OF A CONCRETE
 HZ0543'AND METAL HANDRAIL.  IT IS A STANDARD KENTUCKY DEPARTMENT OF
 HZ0543'HIGHWAYS REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF
 HZ0543'THE EAST CURBING OF THE OVERPASS, AND THE DISK IS STAMPED I64 T-24
 HZ0543'NO 1 1966.
 HZ0543'
 HZ0543'REFERENCE MARK NO.2 IS 45 FEET NORTH OF A POINT DIRECTLY OVER THE
 HZ0543'APPROXIMATE CENTER OF THE WEST BOUND LANES OF INTERSTATE ROUTE 24, 12
 HZ0543'FEET WEST OF THE APPROXIMATE CENTER OF HANLEY LANE, AND 1.5 FEET
 HZ0543'EAST OF A CONCRETE AND METAL HANDRAIL.  IT IS A STANDARD KENTUCKY
 HZ0543'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 HZ0543'IN THE TOP OF THE WEST CURBING OF THE OVERPASS AND THE DISK IS
 HZ0543'STAMPED I-64 T-24 NO.2 1966.
 HZ0543'
 HZ0543'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO.1 AND
 HZ0543'REFERENCE MARK NO.2 IS 66.66 FEET 20.320 METERS.
 HZ0543'
 HZ0543'THE AZIMUTH MARK IS ABOUT 0.5 OF A MILE EAST OF THE STATION ALONG THE
 HZ0543'NORTH RIGHT-OF-WAY OF INTERSTATE ROUTE 64, 240 FEET SOUTHWEST OF AN
 HZ0543'ANGLE IN THE RIGHT-OF-WAY FENCE, 56 FEET NORTH OF THE APPROXIMATE
 HZ0543'CENTER OF THE WEST BOUND LANES OF INTERSTATE ROUTE 24, ABOUT 5 FEET
 HZ0543'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.9 OF A FOOT WEST OF A METAL
 HZ0543'WITNESS POST AND SIGN.  IT IS A STANDARD KENTUCKY DEPARTMENT OF
 HZ0543'HIGHWAYS AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 HZ0543'BEDROCK, AND THE DISK IS STAMPED I-64 T-24 1966.
 HZ0543'
 HZ0543'THE STATION MARK AND THE REFERENCE MARKS FOR THIS STATION ARE BENCH
 HZ0543'MARKS, IT IS NOT KNOWN WHETHER THE AZIMUTH MARK IS A BENCH MARK OR
 HZ0543'NOT.
 HZ0543'
 HZ0543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.8 MILES
 HZ0543'SOUTHWEST OF FRANKFORT.
 HZ0543
 HZ0543                          STATION RECOVERY (1971)
 HZ0543
 HZ0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HZ0543'2.8 MI SE FROM FRANKFORT.
 HZ0543'THIS MARK WAS RECOVERED IN GOOD CONDITION.  ABOUT 0.8 OF A MILE
 HZ0543'WEST ALONG INTERSTATE ROUTE 64 FROM THE INTERCHANGE WITH U.S.
 HZ0543'HIGHWAY 64 AT JETT, IN THE HANLEY LANE OVERPASS OVER INTERSTATE
 HZ0543'ROUTE 64, 77 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED
 HZ0543'T ROAD WEST AT INTERSECTION WITH HANLEY LANE, 46.31 FEET NORTH OF
 HZ0543'I-64 T-24 R.M. NO. 2, 34.5O FEET WEST-SOUTHWEST OF I-64 T-24
 HZ0543'R.M. NO 1, 16 FEET WEST OF THE APPROXIMATE CENTER OF HANLEY LANE,
 HZ0543'2.6 FEET WEST OF THE SOUTH END OF A METAL GUARDRAIL, AND 2.0
 HZ0543'FEET SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE CURBING OF THE
 HZ0543'OVERPASS.  A STANDARD KENTUCKY DEPARTMENT OF HIGHWAYS STATION
 HZ0543'MARK DISK CEMENTED IN A DRILL HOLE NEAR THE NORTHWEST END OF THE
 HZ0543'WEST CURBING OF THE OVERPASS, AND THE DISK IS STAMPED I-64
 HZ0543'T-24 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0545 ***********************************************************************
 HZ0545  DESIGNATION -  I64 T 24 RM 1
 HZ0545  PID         -  HZ0545
 HZ0545  STATE/COUNTY-  KY/FRANKLIN
 HZ0545  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0545
 HZ0545                         *CURRENT SURVEY CONTROL
 HZ0545  ___________________________________________________________________
 HZ0545* NAD 83(1986)-  38 10 27.     (N)    084 49 33.     (W)     SCALED    
 HZ0545* NAVD 88     -       261.376  (meters)     857.53   (feet)  ADJUSTED  
 HZ0545  ___________________________________________________________________
 HZ0545  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0545  DYNAMIC HT  -         261.191 (meters)     856.92  (feet)  COMP
 HZ0545  MODELED GRAV-     979,915.6   (mgal)                       NAVD 88
 HZ0545
 HZ0545  VERT ORDER  -  SECOND    CLASS 0
 HZ0545
 HZ0545.The horizontal coordinates were scaled from a topographic map and have
 HZ0545.an estimated accuracy of +/- 6 seconds.
 HZ0545
 HZ0545.The orthometric height was determined by differential leveling
 HZ0545.and adjusted by the National Geodetic Survey in June 1991..
 HZ0545
 HZ0545.The geoid height was determined by GEOID03.
 HZ0545
 HZ0545.The dynamic height is computed by dividing the NAVD 88
 HZ0545.geopotential number by the normal gravity value computed on the
 HZ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0545.degrees latitude (g = 980.6199 gals.).
 HZ0545
 HZ0545.The modeled gravity was interpolated from observed gravity values.
 HZ0545
 HZ0545;                    North         East    Units  Estimated Accuracy
 HZ0545;SPC KY1Z     - 1,204,700.    1,580,970.      MT  (+/- 180 meters Scaled)
 HZ0545
 HZ0545                          SUPERSEDED SURVEY CONTROL
 HZ0545
 HZ0545  NGVD 29 (??/??/92)  261.548  (m)          858.10   (f) ADJ UNCH    2 0
 HZ0545
 HZ0545.Superseded values are not recommended for survey control.
 HZ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0545.See file dsdata.txt to determine how the superseded data were derived.
 HZ0545
 HZ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH904273(NAD 83)
 HZ0545_MARKER: DR = REFERENCE MARK DISK
 HZ0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0545_SP_SET: OVERPASS
 HZ0545_STAMPING: I-64 T-24 NO 1 1966
 HZ0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0545
 HZ0545  HISTORY     - Date     Condition        Report By
 HZ0545  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0545  HISTORY     - 1971     GOOD             NGS
 HZ0545
 HZ0545                          STATION DESCRIPTION
 HZ0545
 HZ0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HZ0545'2.8 MI SE FROM FRANKFORT.
 HZ0545'THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT THE I-64
 HZ0545'T-24 1966 TRAVERSE STATION SITE, 66.66 FEET NORTH-NORTHEAST
 HZ0545'OF I-64 T-24 R.M. NO 2, 65 FEET SOUTH OF THE APPROXIMATE CENTER
 HZ0545'OF A GRAVLED T ROAD WEST AT INTERSECTION WITH HANLEY LANE, 34.53
 HZ0545'FEET EAST-NORTHEAST OF I-64 T-24, 16 FEET EAST OF THE APPROXIMATE
 HZ0545'CENTER OF HANLEY LANE, 2.5 FEET SOUTHWEST OF THE NORTHEAST
 HZ0545'END OF A CONCRETE CURBING, AND 1.5 FEET WEST OF A CONCRETE
 HZ0545'AND METAL HANDRAIL.  IT IS A STANDARD KENTUCKY DEPARTMENT OF
 HZ0545'HIGHWAYS REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP
 HZ0545'OF THE EAST CURBING OF THE OVERPASS, AND THE DISK IS STAMPED
 HZ0545'I-64 T-24 NO 1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0544 ***********************************************************************
 HZ0544  DESIGNATION -  I64 T 24 RM 2
 HZ0544  PID         -  HZ0544
 HZ0544  STATE/COUNTY-  KY/FRANKLIN
 HZ0544  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0544
 HZ0544                         *CURRENT SURVEY CONTROL
 HZ0544  ___________________________________________________________________
 HZ0544* NAD 83(1986)-  38 10 27.     (N)    084 49 33.     (W)     SCALED    
 HZ0544* NAVD 88     -       261.818  (meters)     858.98   (feet)  ADJUSTED  
 HZ0544  ___________________________________________________________________
 HZ0544  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0544  DYNAMIC HT  -         261.633 (meters)     858.37  (feet)  COMP
 HZ0544  MODELED GRAV-     979,915.6   (mgal)                       NAVD 88
 HZ0544
 HZ0544  VERT ORDER  -  SECOND    CLASS 0
 HZ0544
 HZ0544.The horizontal coordinates were scaled from a topographic map and have
 HZ0544.an estimated accuracy of +/- 6 seconds.
 HZ0544
 HZ0544.The orthometric height was determined by differential leveling
 HZ0544.and adjusted by the National Geodetic Survey in June 1991..
 HZ0544
 HZ0544.The geoid height was determined by GEOID03.
 HZ0544
 HZ0544.The dynamic height is computed by dividing the NAVD 88
 HZ0544.geopotential number by the normal gravity value computed on the
 HZ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0544.degrees latitude (g = 980.6199 gals.).
 HZ0544
 HZ0544.The modeled gravity was interpolated from observed gravity values.
 HZ0544
 HZ0544;                    North         East    Units  Estimated Accuracy
 HZ0544;SPC KY1Z     - 1,204,700.    1,580,970.      MT  (+/- 180 meters Scaled)
 HZ0544
 HZ0544                          SUPERSEDED SURVEY CONTROL
 HZ0544
 HZ0544  NGVD 29 (??/??/92)  261.990  (m)          859.55   (f) ADJ UNCH    2 0
 HZ0544
 HZ0544.Superseded values are not recommended for survey control.
 HZ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0544.See file dsdata.txt to determine how the superseded data were derived.
 HZ0544
 HZ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH904273(NAD 83)
 HZ0544_MARKER: DR = REFERENCE MARK DISK
 HZ0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0544_SP_SET: OVERPASS
 HZ0544_STAMPING: I-64 T-24 NO 1 1966
 HZ0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0544
 HZ0544  HISTORY     - Date     Condition        Report By
 HZ0544  HISTORY     - 1966     MONUMENTED       KYHD
 HZ0544  HISTORY     - 1971     GOOD             NGS
 HZ0544
 HZ0544                          STATION DESCRIPTION
 HZ0544
 HZ0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HZ0544'2.8 MI SE FROM FRANKFORT.
 HZ0544'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT THE I-64
 HZ0544'T-24 TRAVERSE STATION SITE, 66.66 FEET SOUTH-SOUTHWEST OF I-64
 HZ0544'T-24 R.M. NO 1, 46.31 FEET SOUTH OF I-64 T-24, 45 FEET NORTH
 HZ0544'OF A POINT DIRECTLY OVER THE APPROXIMATE CENTER OF THE WEST
 HZ0544'BOUND LANES OF INTERSTATE ROUTE 64, 12 FEET WEST OF THE APPROXIMATE
 HZ0544'CENTER OF HANLEY LANE, AND 1.5 FEET EAST OF A CONCRETE AND
 HZ0544'METAL HANDRAIL.  IT IS A STANDARD KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0544'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 HZ0544'WEST CURBING OF THE OVERPASSS, AND THE DISK IS STAMPED I-64
 HZ0544'T-24 NO 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0449 ***********************************************************************
 HZ0449  DESIGNATION -  I64 T 43
 HZ0449  PID         -  HZ0449
 HZ0449  STATE/COUNTY-  KY/FRANKLIN
 HZ0449  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0449
 HZ0449                         *CURRENT SURVEY CONTROL
 HZ0449  ___________________________________________________________________
 HZ0449* NAD 83(1993)-  38 10 40.93535(N)    084 49 19.05756(W)     ADJUSTED  
 HZ0449* NAVD 88     -       256.517  (meters)     841.59   (feet)  ADJUSTED  
 HZ0449  ___________________________________________________________________
 HZ0449  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 HZ0449  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0449  DYNAMIC HT  -         256.335 (meters)     840.99  (feet)  COMP
 HZ0449  MODELED GRAV-     979,914.8   (mgal)                       NAVD 88
 HZ0449
 HZ0449  HORZ ORDER  -  SECOND
 HZ0449  VERT ORDER  -  SECOND    CLASS 0
 HZ0449
 HZ0449.The horizontal coordinates were established by classical geodetic methods
 HZ0449.and adjusted by the National Geodetic Survey in December 1995..
 HZ0449
 HZ0449.The orthometric height was determined by differential leveling
 HZ0449.and adjusted by the National Geodetic Survey in June 1991..
 HZ0449
 HZ0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0449
 HZ0449.The geoid height was determined by GEOID03.
 HZ0449
 HZ0449.The dynamic height is computed by dividing the NAVD 88
 HZ0449.geopotential number by the normal gravity value computed on the
 HZ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0449.degrees latitude (g = 980.6199 gals.).
 HZ0449
 HZ0449.The modeled gravity was interpolated from observed gravity values.
 HZ0449
 HZ0449;                    North         East     Units Scale Factor Converg.
 HZ0449;SPC KY1Z     - 1,205,135.313 1,581,306.594   MT  0.99991876   +0 34 11.2
 HZ0449;SPC KY1Z     - 3,953,848.11  5,188,003.38   sFT  0.99991876   +0 34 11.2
 HZ0449;SPC KY N     -    75,415.393   449,886.591   MT  0.99997475   -0 21 20.9
 HZ0449;SPC KY N     -   247,425.34  1,476,002.92   sFT  0.99997475   -0 21 20.9
 HZ0449;UTM  16      - 4,227,810.847   690,773.768   MT  1.00004825   +1 20 48.0
 HZ0449
 HZ0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0449!SPC KY1Z     -   0.99996502  x   0.99991876  =   0.99988379
 HZ0449!SPC KY N     -   0.99996502  x   0.99997475  =   0.99993977
 HZ0449!UTM  16      -   0.99996502  x   1.00004825  =   1.00001327
 HZ0449
 HZ0449|---------------------------------------------------------------------|
 HZ0449| PID    Reference Object                     Distance      Geod. Az  |
 HZ0449|                                                           dddmmss.s |
 HZ0449| HZ0448 I64 T 43 RM 1                        21.248 METERS 14809     |
 HZ0449| HZ0543 I64 T 24                            APPROX. 0.5 KM 2155805.8 |
 HZ0449| HZ0447 I64 T 43 RM 2                        25.057 METERS 23315     |
 HZ0449| HZ2500 FRANKFORT STATE CAPITOL DOME        APPROX. 4.8 KM 2813837.3 |
 HZ0449| HZ0446 I64 T 43 AZ MK                                     3045853.4 |
 HZ0449|---------------------------------------------------------------------|
 HZ0449
 HZ0449                          SUPERSEDED SURVEY CONTROL
 HZ0449
 HZ0449  NAD 83(1986)-  38 10 40.93937(N)    084 49 19.06453(W) AD(       ) 2
 HZ0449  NAD 27      -  38 10 40.67350(N)    084 49 19.25010(W) AD(       ) 2
 HZ0449  NGVD 29 (??/??/92)  256.689  (m)          842.15   (f) ADJ UNCH    2 0
 HZ0449
 HZ0449.Superseded values are not recommended for survey control.
 HZ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0449.See file dsdata.txt to determine how the superseded data were derived.
 HZ0449
 HZ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH9077427811(NAD 83)
 HZ0449_MARKER: DE = TRAVERSE STATION DISK
 HZ0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0449_STAMPING: I 64 T 43 1960
 HZ0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0449+STABILITY: SURFACE MOTION
 HZ0449
 HZ0449  HISTORY     - Date     Condition        Report By
 HZ0449  HISTORY     - 1960     MONUMENTED       KYHD
 HZ0449  HISTORY     - 1960     GOOD             PAS
 HZ0449  HISTORY     - 1968     GOOD             CGS
 HZ0449  HISTORY     - 1969     GOOD             NGS
 HZ0449
 HZ0449                          STATION DESCRIPTION
 HZ0449
 HZ0449'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1960 (EB)
 HZ0449'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF FRANKFORT, ON LAND
 HZ0449'OWNED BY MR. EDMOND POWERS.
 HZ0449'
 HZ0449'TO REACH THE STATION FROM THE STATE CAPITOL IN FRANKFORT, GO NORTH ON
 HZ0449'CAPITOL AVENUE FOR 0.65 MILE TO INTERSECTION OF U.S. HIGHWAYS 460,
 HZ0449'421 127 AND 60 AT THE NORTH END OF BRIDGE OVER KENTUCKY RIVER.  TURN
 HZ0449'RIGHT AND GO EAST AND SOUTHEAST ON U.S. HIGHWAY 421 AND 60 FOR 3.65
 HZ0449'MILE TO INTERCHANGE AND JUNCTION OF U.S. HIGHWAYS 60 AND 421.
 HZ0449'CONTINUE SOUTHEAST ON U.S. HIGHWAY 60 FOR 0.25 MILE TO ROAD RIGHT.
 HZ0449'TURN RIGHT AND GO SOUTHWEST ON SURFACED ROAD F OR 0.45 MILE TO ROAD
 HZ0449'LEFT NEAR A SHARP BEND IN ROAD.  TURN LEFT AND GO SOUTH FOR 0.05
 HZ0449'MILE TO A GATE ON THE LEFT AT ENTRANCE TO PASTURE.  TURN LEFT THROUGH
 HZ0449'GATE AND GO SOUTHEAST ACROSS PASTURE FOR 0.2 MILE TO TOP OF RIDGE.
 HZ0449'TURN RIGHT AND FOLLOW RIDGE SOUTH FOR 0.15 MILE TO FENCE CORNER.
 HZ0449'TURN RIGHT AND FOLLOW FENCE WEST FOR 0.1 MILE TO STATION ON THE
 HZ0449'RIGHT.
 HZ0449'
 HZ0449'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT AHEAD FOR
 HZ0449'0.05 MILE TO MARK ON THE LEFT.
 HZ0449'
 HZ0449'STATION MARK IS LOCATED 64 FEET NORTH OF EAST WEST FENCE, 16 FEET
 HZ0449'EAST OF A TELEPHONE POLE.  THE MARK IS 12 INCHES BELOW THE SURFACE
 HZ0449'AND THE DISK IS STAMPED I 64 T 43 1960.
 HZ0449'
 HZ0449'REFERENCE MARK 1 IS SOUTHEAST OF THE STATION, 67 FEET EAST OF A 30
 HZ0449'INCH WALNUT TREE, 2.0 FEET NORTH OF WIRE FENCE.  THE MARK IS FLUSH
 HZ0449'AND THE DISK IS STAMPED I 64 T 43 NO.1 1960.
 HZ0449'
 HZ0449'REFERENCE MARK 2 IS SOUTHWEST OF THE STATION, 30 FEET WEST OF A 30
 HZ0449'INCH WALNUT TREE, 18.5 FEET NORTH OF WIRE FENCE.  THE MARK IS FLUSH
 HZ0449'AND THE DISK IS STAMPED I 64 T 43 NO.2 1960.
 HZ0449'
 HZ0449'AZIMUTH MARK IS ABOUT 0.2 MILE WEST OF THE STATION, 16 FEET EAST OF
 HZ0449'APPROXIMATE CENTER OF ROAD, 15.5 FEET SOUTH OF AN 8 INCH ASH TREE
 HZ0449'AND 1.3 FEET WEST OF WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 HZ0449'DISK IS STAMPED I 64 T 43 1960.
 HZ0449'
 HZ0449'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0449'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ0449'
 HZ0449'STATION MARK IS 15.3 FEET EAST OF METAL WITNESS POST AND SIGN.
 HZ0449'
 HZ0449'AZIMUTH MARK IS 1.4 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.
 HZ0449'
 HZ0449'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 HZ0449
 HZ0449                          STATION RECOVERY (1960)
 HZ0449
 HZ0449'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0449'5.5 MI SE FROM FRANKFORT.
 HZ0449'THIS MARK IS LOCATED 0.65 MILE NORTH ALONG CAPITOL AVENUE FROM
 HZ0449'THE STATE CAPITOL IN FRANKFORT, TO THE INTERSECTION OF U.S.
 HZ0449'HIGHWAYS 460, 421, 127 AND 60 AT THE NORTH END OF BRIDGE OVER
 HZ0449'KENTUCKY RIVER, TURN RIGHT AND GO EAST AND SOUTHEAST ON U.S.
 HZ0449'HIGHWAYS 421 AND 60 FOR 3.65 MILES TO INTERCHANGE AND JUNCTION
 HZ0449'OF U.S. HIGHWAYS 60 AND 421.  CONTINUE SOUTHEAST ON U.S. HIGHWAY
 HZ0449'60 FOR 0.25 MILE TO ROAD ON RIGHT, TURN RIGHT AND GO SOUTHWEST
 HZ0449'ON SURFACE ROAD FOR 0.45 MILE TO ROAD LEFT TO A SHARP BEND IN
 HZ0449'ROAD, TURN LEFT AND GO SOUTH FOR 0.05 MILE TO A GATE ON THE
 HZ0449'LEFT AT ENTRANCE TO PASTURE, TURN LEFT THROUGH GATE AND GO
 HZ0449'SOUTHEAST ACROSS PASTURE FOR 0.2 MILE TO TOP OF RIDGE, TURN
 HZ0449'RIGHT AND FOLLOW RIDGE SOUTH FOR 0.15 MILE TO FENCE CORNER,
 HZ0449'TURN RIGHT AND FOLLOW FENCE LINE WEST FOR 0.1 MILE TO STATION
 HZ0449'ON THE RIGHT.  STATION IS LOCATED 64 FEET NORTH OF EAST-WEST
 HZ0449'FENCE, 16 FEET EAST OF A TELEPHONE POLE, 12 INCHES BELOW THE
 HZ0449'SURFACE AND THE DISK IS STAMPED I 64 T 43 1960.  MARK IS 15.3
 HZ0449'FEET EAST OF METAL WITNESS POST AND SIGN.
 HZ0449
 HZ0449                          STATION RECOVERY (1968)
 HZ0449
 HZ0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (HB)
 HZ0449'THE STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 HZ0449'AND IN GOOD CONDITION.
 HZ0449'
 HZ0449'THE DIRECTION TO FRANKFORT STATE CAPITOL DOME COULD NOT BE CHECKED
 HZ0449'DUE TO HEAVY WOODS.
 HZ0449'
 HZ0449'OLD DESCRIPTION IS ADEQUATE.
 HZ0449'
 HZ0449'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 HZ0449
 HZ0449                          STATION RECOVERY (1969)
 HZ0449
 HZ0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HZ0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0446 ***********************************************************************
 HZ0446  DESIGNATION -  I64 T 43 AZ MK
 HZ0446  PID         -  HZ0446
 HZ0446  STATE/COUNTY-  KY/FRANKLIN
 HZ0446  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0446
 HZ0446                         *CURRENT SURVEY CONTROL
 HZ0446  ___________________________________________________________________
 HZ0446* NAD 83(1986)-  38 10 46.     (N)    084 49 29.     (W)     SCALED    
 HZ0446* NAVD 88     -       241.988  (meters)     793.92   (feet)  ADJUSTED  
 HZ0446  ___________________________________________________________________
 HZ0446  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0446  DYNAMIC HT  -         241.817 (meters)     793.36  (feet)  COMP
 HZ0446  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 HZ0446
 HZ0446  VERT ORDER  -  SECOND    CLASS 0
 HZ0446
 HZ0446.The horizontal coordinates were scaled from a topographic map and have
 HZ0446.an estimated accuracy of +/- 6 seconds.
 HZ0446
 HZ0446.The orthometric height was determined by differential leveling
 HZ0446.and adjusted by the National Geodetic Survey in June 1991..
 HZ0446
 HZ0446.The geoid height was determined by GEOID03.
 HZ0446
 HZ0446.The dynamic height is computed by dividing the NAVD 88
 HZ0446.geopotential number by the normal gravity value computed on the
 HZ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0446.degrees latitude (g = 980.6199 gals.).
 HZ0446
 HZ0446.The modeled gravity was interpolated from observed gravity values.
 HZ0446
 HZ0446;                    North         East    Units  Estimated Accuracy
 HZ0446;SPC KY1Z     - 1,205,290.    1,581,060.      MT  (+/- 180 meters Scaled)
 HZ0446
 HZ0446                          SUPERSEDED SURVEY CONTROL
 HZ0446
 HZ0446  NGVD 29 (??/??/92)  242.159  (m)          794.48   (f) ADJ UNCH    2 0
 HZ0446
 HZ0446.Superseded values are not recommended for survey control.
 HZ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0446.See file dsdata.txt to determine how the superseded data were derived.
 HZ0446
 HZ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH905279(NAD 83)
 HZ0446_MARKER: DZ = AZIMUTH MARK DISK
 HZ0446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0446_SP_SET: BRIDGE
 HZ0446_STAMPING: I 64 T 43 1960
 HZ0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0446
 HZ0446  HISTORY     - Date     Condition        Report By
 HZ0446  HISTORY     - 1960     MONUMENTED       PAS
 HZ0446  HISTORY     - 1968     GOOD             NGS
 HZ0446
 HZ0446                          STATION DESCRIPTION
 HZ0446
 HZ0446'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0446'5.5 MI SE FROM FRANKFORT.
 HZ0446'THIS MARK IS LOCATED 0.65 MILE NORTH ALONG CAPITOL AVENUE FROM
 HZ0446'THE STATE CAPITOL IN FRANKFORT, TO THE INTERSECTION OF U.S.
 HZ0446'HIGHWAYS 460, 421, 427 AND 60 AT THE NORTH END OF BRIDGE OVER
 HZ0446'KENTUCKY RIVER, TURN RIGHT AND GO EAST AND SOUTHEAST ON U.S.
 HZ0446'HIGHWAYS 421 AND 60 FOR 3.65 MILES TO INTERCHANGE AND JUNCTION
 HZ0446'OF U.S. HIGHWAYS 60 AND 421.  CONTINUE SOUTHEAST ON U.S. HIGHWAY
 HZ0446'60 FOR 0.25 MILE TO ROAD ON RIGHT, TURN RIGHT AND GO SOUTHWEST
 HZ0446'ON SURFACED ROAD FOR 0.45 MILE TO ROAD LEFT TO A SHARP BEND IN
 HZ0446'ROAD, TURN LEFT AND GO SOUTH FOR 0.05 MILE TO A GATE ON THE LEFT AT
 HZ0446'ENTRANCE TO PASTURE, CONTINUE STRAIGHT AHEAD FOR 0.05 MILE
 HZ0446'TO MARK ON THE LEFT, IT IS 0.2 MILE WEST OF THE STATION, 16
 HZ0446'FEET EAST OF APPROXIMATE CENTER OF ROAD, 15.5 FEET SOUTH OF AN
 HZ0446'8 INCH ASH TREE AND 1.3 FEET WEST OF WIRE FENCE, PROJECTS 4
 HZ0446'INCHES AND IS STAMPED I 64 T 43 1960.  MARK IS 1.4 FEET
 HZ0446'SOUTHWEST OF METAL WITNESS POST AND SIGN.
 HZ0446
 HZ0446                          STATION RECOVERY (1968)
 HZ0446
 HZ0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HZ0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0448 ***********************************************************************
 HZ0448  DESIGNATION -  I64 T 43 RM 1
 HZ0448  PID         -  HZ0448
 HZ0448  STATE/COUNTY-  KY/FRANKLIN
 HZ0448  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0448
 HZ0448                         *CURRENT SURVEY CONTROL
 HZ0448  ___________________________________________________________________
 HZ0448* NAD 83(1986)-  38 10 41.     (N)    084 49 19.     (W)     SCALED    
 HZ0448* NAVD 88     -       257.113  (meters)     843.54   (feet)  ADJUSTED  
 HZ0448  ___________________________________________________________________
 HZ0448  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0448  DYNAMIC HT  -         256.931 (meters)     842.95  (feet)  COMP
 HZ0448  MODELED GRAV-     979,914.7   (mgal)                       NAVD 88
 HZ0448
 HZ0448  VERT ORDER  -  SECOND    CLASS 0
 HZ0448
 HZ0448.The horizontal coordinates were scaled from a topographic map and have
 HZ0448.an estimated accuracy of +/- 6 seconds.
 HZ0448
 HZ0448.The orthometric height was determined by differential leveling
 HZ0448.and adjusted by the National Geodetic Survey in June 1991..
 HZ0448
 HZ0448.The geoid height was determined by GEOID03.
 HZ0448
 HZ0448.The dynamic height is computed by dividing the NAVD 88
 HZ0448.geopotential number by the normal gravity value computed on the
 HZ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0448.degrees latitude (g = 980.6199 gals.).
 HZ0448
 HZ0448.The modeled gravity was interpolated from observed gravity values.
 HZ0448
 HZ0448;                    North         East    Units  Estimated Accuracy
 HZ0448;SPC KY1Z     - 1,205,140.    1,581,310.      MT  (+/- 180 meters Scaled)
 HZ0448
 HZ0448                          SUPERSEDED SURVEY CONTROL
 HZ0448
 HZ0448  NGVD 29 (??/??/92)  257.285  (m)          844.11   (f) ADJ UNCH    2 0
 HZ0448
 HZ0448.Superseded values are not recommended for survey control.
 HZ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0448.See file dsdata.txt to determine how the superseded data were derived.
 HZ0448
 HZ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH907278(NAD 83)
 HZ0448_MARKER: DR = REFERENCE MARK DISK
 HZ0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0448_STAMPING: I 64 T 43 NO 1 1960
 HZ0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0448+STABILITY: SURFACE MOTION
 HZ0448
 HZ0448  HISTORY     - Date     Condition        Report By
 HZ0448  HISTORY     - 1960     MONUMENTED       PAS
 HZ0448  HISTORY     - 1969     GOOD             NGS
 HZ0448
 HZ0448                          STATION DESCRIPTION
 HZ0448
 HZ0448'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0448'5.5 MI SE FROM FRANKFORT.
 HZ0448'THIS MARK IS LOCATED 0.65 MILE NORTH ALONG CAPITOL AVENUE FROM
 HZ0448'THE STATE CAPITOL IN FRANKFORT, TO THE INTERSECTION OF U.S.
 HZ0448'HIGHWAYS 460, 421, 127 AND 60 AT THE NORTH END OF BRIDGE OVER
 HZ0448'KENTUCKY RIVER, TURN RIGHT AND GO EAST AND SOUTHEAST ON U.S.
 HZ0448'HIGHWAYS 421 AND 60 FOR 3.65 MILES TO INTERCHANGE AND JUNCTION
 HZ0448'OF U.S. HIGHWAYS 421 AND 60 FOR 3.65 MILES TO INTERCHANGE AND
 HZ0448'JUNCTION OF U.S. HIGHWAYS 60 AND 421, CONTINUE SOUTHEAST ON
 HZ0448'U.S. HIGHWAY 60 FOR 0.25 MILE TO ROAD LEFT TO A SHARP BEND IN
 HZ0448'ROAD, TURN LEFT AND GO SOUTH FOR 0.05 MILE TO A GATE ON THE LEFT
 HZ0448'AT ENTRANCE TO PASTURE, TURN LEFT THROUGHT GATE AND GO SOUTHEAST
 HZ0448'ACROSS PASTURE FOR 0.2 MILE TO TOP OF RIGHT, TURN RIGHT AND
 HZ0448'FOLLOW RIDGE SOUTH FOR 0.15 MILE TO FENCE CORNER, TURN RIGHT
 HZ0448'AND FOLLOW FENCE LINE WEST FOR 0.1 MILE TO STATION ON THE RIGHT.
 HZ0448'RM 1 IS SOUTHEAST OF THE STATION, 67 FEET EAST OF A 30 INCH
 HZ0448'WALNUT TREE, 2.0 FEET NORTH OF WIRE FENCE, MARK IS FLUSH AND
 HZ0448'STAMPED I 64 T 43 NO 1 1960.
 HZ0448
 HZ0448                          STATION RECOVERY (1969)
 HZ0448
 HZ0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HZ0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0453 ***********************************************************************
 HZ0453  DESIGNATION -  I64 T 44
 HZ0453  PID         -  HZ0453
 HZ0453  STATE/COUNTY-  KY/FRANKLIN
 HZ0453  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0453
 HZ0453                         *CURRENT SURVEY CONTROL
 HZ0453  ___________________________________________________________________
 HZ0453* NAD 83(1993)-  38 10 11.32589(N)    084 48 10.68146(W)     ADJUSTED  
 HZ0453* NAVD 88     -       257.612  (meters)     845.18   (feet)  ADJUSTED  
 HZ0453  ___________________________________________________________________
 HZ0453  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 HZ0453  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ0453  DYNAMIC HT  -         257.429 (meters)     844.58  (feet)  COMP
 HZ0453  MODELED GRAV-     979,912.8   (mgal)                       NAVD 88
 HZ0453
 HZ0453  HORZ ORDER  -  SECOND
 HZ0453  VERT ORDER  -  SECOND    CLASS 0
 HZ0453
 HZ0453.The horizontal coordinates were established by classical geodetic methods
 HZ0453.and adjusted by the National Geodetic Survey in December 1995..
 HZ0453
 HZ0453.The orthometric height was determined by differential leveling
 HZ0453.and adjusted by the National Geodetic Survey in June 1991..
 HZ0453
 HZ0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0453
 HZ0453.The geoid height was determined by GEOID03.
 HZ0453
 HZ0453.The dynamic height is computed by dividing the NAVD 88
 HZ0453.geopotential number by the normal gravity value computed on the
 HZ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0453.degrees latitude (g = 980.6199 gals.).
 HZ0453
 HZ0453.The modeled gravity was interpolated from observed gravity values.
 HZ0453
 HZ0453;                    North         East     Units Scale Factor Converg.
 HZ0453;SPC KY1Z     - 1,204,239.195 1,582,979.831   MT  0.99991801   +0 34 53.2
 HZ0453;SPC KY1Z     - 3,950,908.09  5,193,493.00   sFT  0.99991801   +0 34 53.2
 HZ0453;SPC KY N     -    74,492.313   451,545.229   MT  0.99997548   -0 20 38.3
 HZ0453;SPC KY N     -   244,396.86  1,481,444.64   sFT  0.99997548   -0 20 38.3
 HZ0453;UTM  16      - 4,226,937.379   692,459.226   MT  1.00005620   +1 21 29.4
 HZ0453
 HZ0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0453!SPC KY1Z     -   0.99996485  x   0.99991801  =   0.99988286
 HZ0453!SPC KY N     -   0.99996485  x   0.99997548  =   0.99994033
 HZ0453!UTM  16      -   0.99996485  x   1.00005620  =   1.00002105
 HZ0453
 HZ0453|---------------------------------------------------------------------|
 HZ0453| PID    Reference Object                     Distance      Geod. Az  |
 HZ0453|                                                           dddmmss.s |
 HZ0453| HZ0452 I64 T 44 RM 1                        12.901 METERS 02713     |
 HZ0453| HZ0451 I64 T 44 RM 2                        14.649 METERS 11451     |
 HZ0453| HZ0450 I64 T 44 AZ MK                                     2660847.1 |
 HZ0453|---------------------------------------------------------------------|
 HZ0453
 HZ0453                          SUPERSEDED SURVEY CONTROL
 HZ0453
 HZ0453  NAD 83(1986)-  38 10 11.33009(N)    084 48 10.68870(W) AD(       ) 2
 HZ0453  NAD 27      -  38 10 11.06230(N)    084 48 10.87600(W) AD(       ) 2
 HZ0453  NGVD 29 (??/??/92)  257.784  (m)          845.75   (f) ADJ UNCH    2 0
 HZ0453
 HZ0453.Superseded values are not recommended for survey control.
 HZ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0453.See file dsdata.txt to determine how the superseded data were derived.
 HZ0453
 HZ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH9245926937(NAD 83)
 HZ0453_MARKER: DE = TRAVERSE STATION DISK
 HZ0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0453_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ0453_STAMPING: I 64 T 44 1960
 HZ0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0453
 HZ0453  HISTORY     - Date     Condition        Report By
 HZ0453  HISTORY     - 1960     MONUMENTED       PAS
 HZ0453  HISTORY     - 1960     GOOD             PAS
 HZ0453
 HZ0453                          STATION DESCRIPTION
 HZ0453
 HZ0453'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ0453'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF FRANKFORT, ON LAND
 HZ0453'OWNED BY MR. T.H. HAY.
 HZ0453'
 HZ0453'TO REACH THE STATION FROM THE STATE CAPITOL IN FRANKFORT, GO NORTH ON
 HZ0453'CAPITOL AVENUE FOR 0.65 MILE TO INTERSECTION OF U.S. HIGHWAY 460,
 HZ0453'421, 127 AND 60 AT NORTH END OF BRIDGE OVER KENTUCKY RIVER.  TURN
 HZ0453'RIGHT AND GO EAST AND SOUTHEAST ON U.S. HIGHWAYS 60 AND 421 FOR 3.65
 HZ0453'MILES TO INTERCHANGE AND JUNCTION OF U.S. HIGHWAYS 60 AND 421.
 HZ0453'CONTINUE SOUTHEAST ON U.S. HIGHWAY 60 FOR 1.25 MILES TO DRIVE
 HZ0453'LEFT.  TURN LEFT AND GO EAST ON SURFACE DRIVE FOR 0.5 MILE TO
 HZ0453'JUNCTION WITH FARM ROAD.  CONTINUE SOUTHEAST ON FARM ROAD THROUGH
 HZ0453'BARNYARD FOR 0.25 MILE TO A BARN ON TOP OF HILL AND STATION SITE.
 HZ0453'
 HZ0453'STATION MARK IS LOCATED 77 FEET SOUTHWEST OF SOUTHEAST CORNER OF
 HZ0453'BARN, 50 FEET WEST OF BOARD FENCE, 43 FEET SOUTH OF SOUTH FACE OF
 HZ0453'BARN.  THE MARK IS 12 INCHES BELOW THE SURFACE AND THE DISK IS
 HZ0453'STAMPED I 64 T 44 1960.
 HZ0453'
 HZ0453'REFERENCE MARK 1 IS NORTH OF STATION, 9.5 FEET WEST OF SOUTHEAST
 HZ0453'CORNER OF BARN, 2.8 FEET EAST OF CHIMNEY, 2.4 FEET SOUTH OF SOUTH
 HZ0453'FACE OF BARN.  THE MARK IS FLUSH AND THE DISK IS STAMPED I 64 T 44
 HZ0453'NO.1 1960.
 HZ0453'
 HZ0453'REFERENCE MARK 2 IS EAST OF THE STATION, 62.5 FEET SOUTH OF SOUTHEAST
 HZ0453'CORNER OF BARN, 1.5 FEET WEST OF BOARD FENCE.  THE MARK IS FLUSH AND
 HZ0453'THE DISK IS STAMPED I 64 T 44 NO.2 1960.
 HZ0453'
 HZ0453'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHWEST OF STATION, IN AN OPEN
 HZ0453'PASTURE, 24.5 FEET WEST OF A 15 INCH WILD CHERRY TREE, 14.5 FEET
 HZ0453'NORTHEAST OF A 30 INCH ELM TREE, 3.0 FEET NORTHEST OF FENCE CORNER.
 HZ0453'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED I 64 T 44 1960.
 HZ0453'
 HZ0453'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0453'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ0453'
 HZ0453'REFERENCE MARK 2 IS 1.6 FEET NORTHWEST OF METAL WITNESS POST AND
 HZ0453'SIGN.
 HZ0453'
 HZ0453'AZIMUTH MARK IS 2.0 FEET NORTH OF METAL WITNESS POST AND SIGN.
 HZ0453'
 HZ0453'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 HZ0453
 HZ0453                          STATION RECOVERY (1960)
 HZ0453
 HZ0453'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0453'6.3 MI E FROM FRANKFORT.
 HZ0453'THIS MARK IS LOCATED 0.65 MILE NORTH ALONG CAPITAL AVENUE FROM
 HZ0453'THE STATE CAPITOL AT FRANKFORT, TO THE INTERSECTION OF U.S.
 HZ0453'HIGHWAYS 460, 421, 127 AND 60 AT NORTH END OF BRIDGE OVER
 HZ0453'KENTUCKY RIVER.  TURN RIGHT AND GO EAST AND SOUTHEAST ON U.S.
 HZ0453'HIGHWAY 60 AND 421 FOR 3.65 MILES TO INTERCHANGE AND JUNCTION
 HZ0453'OF U.S. HIGHWAY 60 AND 421.  CONTINUE SOUTHEAST ON U.S.
 HZ0453'HIGHWAY 60 FOR 1.25 MILES TO DRIVE LEFT.  TURN LEFT AND GO EAST
 HZ0453'ON SURFACED DRIVE FOR 0.5 MILE TO JUNCTION WITH FARM ROAD.
 HZ0453'CONTINUE SOUTHEAST ON FARM ROAD THROUGH BARNYARD FOR 0.25
 HZ0453'MILE TO BARN ON TOP OF HILL AND STATION SITE.  LOCATED 77 FEET
 HZ0453'SOUTHWEST OF SOUTHEAST CORNER OF BARN, 50 FEET WEST OF BOARD
 HZ0453'FENCE, 43 FEET SOUTH OF SOUTH FACE OF BARN AND 12 INCHES BELOW
 HZ0453'THE SURFACE AND STAMPED I 64 T 44 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0450 ***********************************************************************
 HZ0450  DESIGNATION -  I64 T 44 AZ MK
 HZ0450  PID         -  HZ0450
 HZ0450  STATE/COUNTY-  KY/FRANKLIN
 HZ0450  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0450
 HZ0450                         *CURRENT SURVEY CONTROL
 HZ0450  ___________________________________________________________________
 HZ0450* NAD 83(1986)-  38 10 10.     (N)    084 48 25.     (W)     SCALED    
 HZ0450* NAVD 88     -       249.721  (meters)     819.29   (feet)  ADJUSTED  
 HZ0450  ___________________________________________________________________
 HZ0450  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ0450  DYNAMIC HT  -         249.544 (meters)     818.71  (feet)  COMP
 HZ0450  MODELED GRAV-     979,913.5   (mgal)                       NAVD 88
 HZ0450
 HZ0450  VERT ORDER  -  SECOND    CLASS 0
 HZ0450
 HZ0450.The horizontal coordinates were scaled from a topographic map and have
 HZ0450.an estimated accuracy of +/- 6 seconds.
 HZ0450
 HZ0450.The orthometric height was determined by differential leveling
 HZ0450.and adjusted by the National Geodetic Survey in June 1991..
 HZ0450
 HZ0450.The geoid height was determined by GEOID03.
 HZ0450
 HZ0450.The dynamic height is computed by dividing the NAVD 88
 HZ0450.geopotential number by the normal gravity value computed on the
 HZ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0450.degrees latitude (g = 980.6199 gals.).
 HZ0450
 HZ0450.The modeled gravity was interpolated from observed gravity values.
 HZ0450
 HZ0450;                    North         East    Units  Estimated Accuracy
 HZ0450;SPC KY1Z     - 1,204,200.    1,582,630.      MT  (+/- 180 meters Scaled)
 HZ0450
 HZ0450                          SUPERSEDED SURVEY CONTROL
 HZ0450
 HZ0450  NGVD 29 (??/??/92)  249.893  (m)          819.86   (f) ADJ UNCH    2 0
 HZ0450
 HZ0450.Superseded values are not recommended for survey control.
 HZ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0450.See file dsdata.txt to determine how the superseded data were derived.
 HZ0450
 HZ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH921268(NAD 83)
 HZ0450_MARKER: DZ = AZIMUTH MARK DISK
 HZ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0450_STAMPING: I 64 T 44 1960
 HZ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0450+STABILITY: SURFACE MOTION
 HZ0450
 HZ0450  HISTORY     - Date     Condition        Report By
 HZ0450  HISTORY     - 1960     MONUMENTED       PAS
 HZ0450
 HZ0450                          STATION DESCRIPTION
 HZ0450
 HZ0450'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0450'6.5 MI E FROM FRANKFORT.
 HZ0450'THIS MARK IS LOCATED 0.65 MILE NORTH ALONG CAPITOL AVENUE FROM
 HZ0450'THE STATE CAPITOL AT FRANKFORT, TO THE INTERSECTION OF U.S.
 HZ0450'HIGHWAY 460, 421, 127 AND 60, AT NORTH END OF BRIDGE OVER
 HZ0450'KENTUCKY RIVER.  TURN RIGHT AND GO EAST AND SOUTHEAST ON U.S.
 HZ0450'HIGHWAY 60 AND 421 FOR 3.65 MILES TO INTERCHANGE AND JUNCTION
 HZ0450'OF U.S. HIGHWAY 60 AND 421.  CONTINUE SOUTHEAST ON U.S. HIGHWAY
 HZ0450'60 FOR 1.25 MILES TO DRIVE LEFT, TURN LEFT AND GO EAST ON SURFACED
 HZ0450'DRIVE FOR 0.5 MILE TO JUNCTION WITH FARM ROAD.  CONTINUE SOUTHEAST
 HZ0450'ON FARM ROAD THROUGHT BARNYARD FOR 0.25 MILE TO BARN ON TOP OF
 HZ0450'HILL AND STATION SITE.  AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF STATION,
 HZ0450'IN AN OPEN PASTURE, 24.5 FEET WEST OF A 15-INCH WILD CHERRY TREE,
 HZ0450'14.5 FEET NORTHEAST OF A 30-INCH ELM TREE, 3.0 FEET NORTHEAST
 HZ0450'OF FENCE CORNER AND 2.0 FEET NORTH OF METAL WITNESS POST AND
 HZ0450'SIGN, PROJECTS 2 INCHES AND IS STAMPED I 64 T 44 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0457 ***********************************************************************
 HZ0457  DESIGNATION -  I64 T 45
 HZ0457  PID         -  HZ0457
 HZ0457  STATE/COUNTY-  KY/FRANKLIN
 HZ0457  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0457
 HZ0457                         *CURRENT SURVEY CONTROL
 HZ0457  ___________________________________________________________________
 HZ0457* NAD 83(1993)-  38 10 35.85959(N)    084 46 44.79074(W)     ADJUSTED  
 HZ0457* NAVD 88     -       258.279  (meters)     847.37   (feet)  ADJUSTED  
 HZ0457  ___________________________________________________________________
 HZ0457  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 HZ0457  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ0457  DYNAMIC HT  -         258.095 (meters)     846.77  (feet)  COMP
 HZ0457  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 HZ0457
 HZ0457  HORZ ORDER  -  SECOND
 HZ0457  VERT ORDER  -  SECOND    CLASS 0
 HZ0457
 HZ0457.The horizontal coordinates were established by classical geodetic methods
 HZ0457.and adjusted by the National Geodetic Survey in December 1995..
 HZ0457
 HZ0457.The orthometric height was determined by differential leveling
 HZ0457.and adjusted by the National Geodetic Survey in June 1991..
 HZ0457
 HZ0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0457
 HZ0457.The geoid height was determined by GEOID03.
 HZ0457
 HZ0457.The dynamic height is computed by dividing the NAVD 88
 HZ0457.geopotential number by the normal gravity value computed on the
 HZ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0457.degrees latitude (g = 980.6199 gals.).
 HZ0457
 HZ0457.The modeled gravity was interpolated from observed gravity values.
 HZ0457
 HZ0457;                    North         East     Units Scale Factor Converg.
 HZ0457;SPC KY1Z     - 1,205,017.028 1,585,062.393   MT  0.99991863   +0 35 45.9
 HZ0457;SPC KY1Z     - 3,953,460.03  5,200,325.53   sFT  0.99991863   +0 35 45.9
 HZ0457;SPC KY N     -    75,236.456   453,640.200   MT  0.99997487   -0 19 44.9
 HZ0457;SPC KY N     -   246,838.27  1,488,317.89   sFT  0.99997487   -0 19 44.9
 HZ0457;UTM  16      - 4,227,743.493   694,531.345   MT  1.00006608   +1 22 23.3
 HZ0457
 HZ0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0457!SPC KY1Z     -   0.99996475  x   0.99991863  =   0.99988338
 HZ0457!SPC KY N     -   0.99996475  x   0.99997487  =   0.99993962
 HZ0457!UTM  16      -   0.99996475  x   1.00006608  =   1.00003082
 HZ0457
 HZ0457|---------------------------------------------------------------------|
 HZ0457| PID    Reference Object                     Distance      Geod. Az  |
 HZ0457|                                                           dddmmss.s |
 HZ0457| HZ0456 I64 T 45 RM 1                        18.246 METERS 02320     |
 HZ0457| DC2262 I64 T 45 AZ MK                                     0233550.2 |
 HZ0457| HZ0455 I64 T 45 RM 2                        17.342 METERS 20419     |
 HZ0457|---------------------------------------------------------------------|
 HZ0457
 HZ0457                          SUPERSEDED SURVEY CONTROL
 HZ0457
 HZ0457  NAD 83(1986)-  38 10 35.86394(N)    084 46 44.79784(W) AD(       ) 2
 HZ0457  NAD 27      -  38 10 35.59540(N)    084 46 44.98890(W) AD(       ) 2
 HZ0457  NGVD 29 (??/??/92)  258.450  (m)          847.93   (f) ADJ UNCH    2 0
 HZ0457
 HZ0457.Superseded values are not recommended for survey control.
 HZ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0457.See file dsdata.txt to determine how the superseded data were derived.
 HZ0457
 HZ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH9453127743(NAD 83)
 HZ0457_MARKER: DE = TRAVERSE STATION DISK
 HZ0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0457_STAMPING: I 64 T 45 1960
 HZ0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0457+STABILITY: SURFACE MOTION
 HZ0457
 HZ0457  HISTORY     - Date     Condition        Report By
 HZ0457  HISTORY     - 1960     MONUMENTED       PAS
 HZ0457  HISTORY     - 1960     GOOD             PAS
 HZ0457
 HZ0457                          STATION DESCRIPTION
 HZ0457
 HZ0457'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ0457'THE STATION IS LOCATD ABOUT 5.1 MILES SOUTHEAST OF FRANKFORT AND
 HZ0457'ABOUT 5.5 MILES NORTHWEST OF MIDWAY, ON LAND OWNED BY MR. J.L.
 HZ0457'THOMAS.
 HZ0457'
 HZ0457'TO REACH THE STATION FROM THE STATE CAPITOL IN FRANKFORT, GO NORTH ON
 HZ0457'CAPITOL AVENUE FOR 0.65 MILE TO INTERSECTION OF U.S. HIGHWAYS 460,
 HZ0457'421 127 AND 60 AT THE NORTH END OF BRIDGE OVER THE KENTUCKY RIVER.
 HZ0457'TURN RIGHT AND GO EAST AND SOUTHEAST ON US HIGHWAYS 60 AND 421 FOR
 HZ0457'3.65 MILES TO AN INTERCHANGE AND JUNCTION OF U.S. HIGHWAY 60 AND 421.
 HZ0457'TURN RIGHT UP RAMP ONTO U.S. HIGHWAY 421 AND GO EAST FOR 2.75 MILES
 HZ0457'TO ROAD RIGHT (DUCKER ROAD).  TURN RIGHT AND GO SOUTH ON DUCKER ROAD
 HZ0457'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT
 HZ0457'AHEAD FOR 0.2 MILE TO STATION ON THE LEFT.
 HZ0457'
 HZ0457'STATION MARK IS LOCATED ABOUT 100 FEET NORTH OF HIGHEST POINT OF
 HZ0457'HILL, 22 FEET EAST OF APPROXIMATE CENTER OF DUCKER ROAD, 2.0 FEET
 HZ0457'EAST OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I
 HZ0457'64 T 45 1960.
 HZ0457'
 HZ0457'REFERENCE MARK 1 IS NORTH OF THE STATION, 22 FEET EAST OF APPROXIMATE
 HZ0457'CENTER OF ROAD, 1.4 FEET EAST OF WIRE FENCE.  THE MARK IS FLUSH AND
 HZ0457'THE DISK IS STAMPED I 64 T 45 NO.1 1960.
 HZ0457'
 HZ0457'REFERENCE MARK 2 IS SOUTH OF THE STATION, 22 FEET EAST OF APPROXIMATE
 HZ0457'CENTER OF ROAD, 1.4 FEET EAST OF WIRE FENCE.  THE MARK PROJECTS 2
 HZ0457'INCHES AND THE DISK IS STAMPED I 64 T 45 NO.2 1960.
 HZ0457'
 HZ0457'AZIMUTH MARK IS ABOUT 0.2 MILE NORTH OF THE STATION, 27 FEET EAST OF
 HZ0457'APPROXIMATE CENTER OF DUCKER ROAD, 15 FEET SOUTH OF DRIVE, 2.2 FEET
 HZ0457'WEST OF A FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HZ0457'I 64 T 45 1960.
 HZ0457'
 HZ0457'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0457'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ0457'
 HZ0457'STATION MARK IS 2.1 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.
 HZ0457'
 HZ0457'AZIMUTH MARK IS 1.8 FEET WEST OF METAL WITNESS POST AND SIGN.
 HZ0457'
 HZ0457'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 HZ0457
 HZ0457                          STATION RECOVERY (1960)
 HZ0457
 HZ0457'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0457'7.4 MI E FROM FRANKFORT.
 HZ0457'THIS MARK IS LOCATED 0.65 MILE NORTH ALONG CAPITOL AVENUE FROM
 HZ0457'THE STATE CAPITOL AT FRANKFORT TO THE INTERSECTION OF U.S.
 HZ0457'HIGHWAYS 460, 421, 127 AND 60 AT THE NORTH END OF BRIDGE OVER THE
 HZ0457'KENTUCKY RIVER.  TURN RIGHT AND GO EAST AND SOUTHEAST ON U.S.
 HZ0457'HIGHWAY 60 AND 421 FOR 3.65 MILES TO AN INTERCHANGE AND JUNCTION
 HZ0457'OF U.S. HIGHWAY 60 AND 421.  TURN RIGHT UP RAMP ON U.S. HIGHWAY
 HZ0457'421 AND GO EAST FOR 2.75 MILES TO ROAD RIGHT (DUCKER ROAD).
 HZ0457'TURN RIGHT AND GO SOUTH ON DUCKER ROAD FOR 0.15 MILE TO THE
 HZ0457'AZIMUTH MARK ON LEFT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO
 HZ0457'STATION ON THE LEFT.  MARK IS LOCATED ABOUT 100 FEET NORTH OF
 HZ0457'HIGHEST POINT OF HILL, 22 FEET EAST OF APPROXIMATE CENTER OF
 HZ0457'DUCKER ROAD, 2.0 FEET EAST OF WIRE FENCE, SET FLUSH AND STAMPED
 HZ0457'T 64 T 45 1960.  BENCH MARK IS 2.1 FEET NORTHEAST OF METAL
 HZ0457'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0460 ***********************************************************************
 HZ0460  DESIGNATION -  I64 T 46
 HZ0460  PID         -  HZ0460
 HZ0460  STATE/COUNTY-  KY/WOODFORD
 HZ0460  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0460
 HZ0460                         *CURRENT SURVEY CONTROL
 HZ0460  ___________________________________________________________________
 HZ0460* NAD 83(1993)-  38 10 15.11713(N)    084 46 14.35610(W)     ADJUSTED  
 HZ0460* NAVD 88     -       261.987  (meters)     859.54   (feet)  ADJUSTED  
 HZ0460  ___________________________________________________________________
 HZ0460  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 HZ0460  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HZ0460  DYNAMIC HT  -         261.800 (meters)     858.92  (feet)  COMP
 HZ0460  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 HZ0460
 HZ0460  HORZ ORDER  -  SECOND
 HZ0460  VERT ORDER  -  SECOND    CLASS 0
 HZ0460
 HZ0460.The horizontal coordinates were established by classical geodetic methods
 HZ0460.and adjusted by the National Geodetic Survey in December 1995..
 HZ0460
 HZ0460.The orthometric height was determined by differential leveling
 HZ0460.and adjusted by the National Geodetic Survey in June 1991..
 HZ0460
 HZ0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0460
 HZ0460.The geoid height was determined by GEOID03.
 HZ0460
 HZ0460.The dynamic height is computed by dividing the NAVD 88
 HZ0460.geopotential number by the normal gravity value computed on the
 HZ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0460.degrees latitude (g = 980.6199 gals.).
 HZ0460
 HZ0460.The modeled gravity was interpolated from observed gravity values.
 HZ0460
 HZ0460;                    North         East     Units Scale Factor Converg.
 HZ0460;SPC KY1Z     - 1,204,385.297 1,585,809.760   MT  0.99991811   +0 36 04.6
 HZ0460;SPC KY1Z     - 3,951,387.43  5,202,777.52   sFT  0.99991811   +0 36 04.6
 HZ0460;SPC KY N     -    74,592.703   454,377.311   MT  0.99997539   -0 19 26.0
 HZ0460;SPC KY N     -   244,726.23  1,490,736.23   sFT  0.99997539   -0 19 26.0
 HZ0460;UTM  16      - 4,227,121.862   695,287.324   MT  1.00006971   +1 22 41.5
 HZ0460
 HZ0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0460!SPC KY1Z     -   0.99996416  x   0.99991811  =   0.99988228
 HZ0460!SPC KY N     -   0.99996416  x   0.99997539  =   0.99993955
 HZ0460!UTM  16      -   0.99996416  x   1.00006971  =   1.00003387
 HZ0460
 HZ0460|---------------------------------------------------------------------|
 HZ0460| PID    Reference Object                     Distance      Geod. Az  |
 HZ0460|                                                           dddmmss.s |
 HZ0460| HZ0459 I64 T 46 RM 1                        34.009 METERS 11540     |
 HZ0460| HZ0458 I64 T 46 RM 2                        82.736 METERS 20208     |
 HZ0460| HZ0461 I64 T 46 AZ MK                                     3554616.5 |
 HZ0460|---------------------------------------------------------------------|
 HZ0460
 HZ0460                          SUPERSEDED SURVEY CONTROL
 HZ0460
 HZ0460  NAD 83(1986)-  38 10 15.12153(N)    084 46 14.36318(W) AD(       ) 2
 HZ0460  NAD 27      -  38 10 14.85320(N)    084 46 14.55640(W) AD(       ) 2
 HZ0460  NGVD 29 (??/??/92)  262.157  (m)          860.09   (f) ADJ UNCH    2 0
 HZ0460
 HZ0460.Superseded values are not recommended for survey control.
 HZ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0460.See file dsdata.txt to determine how the superseded data were derived.
 HZ0460
 HZ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH9528727122(NAD 83)
 HZ0460_MARKER: DE = TRAVERSE STATION DISK
 HZ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0460_STAMPING: I 64 T 46 1960
 HZ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0460+STABILITY: SURFACE MOTION
 HZ0460
 HZ0460  HISTORY     - Date     Condition        Report By
 HZ0460  HISTORY     - 1960     MONUMENTED       PAS
 HZ0460  HISTORY     - 1960     GOOD             PAS
 HZ0460
 HZ0460                          STATION DESCRIPTION
 HZ0460
 HZ0460'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ0460'THE STATION IS LOCATED ABOUT 4.8 MILES NORTHWEST OF MIDWAY AND ABOUT
 HZ0460'5.8 MILES SOUTHEAST OF FRANKFORT, ON LAND OWNED BY MR. J.L. THOMAS.
 HZ0460'IT IS IN AN OPEN PASTURE AND APPROXIMATELY 200 FEET EAST OF HIGHEST
 HZ0460'POINT OF HILL.
 HZ0460'
 HZ0460'TO REACH THE STATION FROM THE POST OFFICE IN MIDWAY, GO NORTH ON U.S.
 HZ0460'HIGHWAY 62 FOR 0.8 MILE TO JUNCTION WITH U.S. HIGHWAY 421.  TURN
 HZ0460'LEFT AND GO WEST ON U.S. HIGHWAY 421 FOR 5.1 MILES TO A DRIVE LEFT.
 HZ0460'TURN LEFT AND GO SOUTH ON DRIVE FOR 0.3 MILE TO THOMAS RESIDENCE
 HZ0460'AND FARM ROAD LEFT. TURN LEFT THROUGH GATE AND GO EAST FOR 0.1 MILE
 HZ0460'TO GATE.  GO THROUGH GATE AND CONTINUE EAST FOR 0.07 MILE TO TOP OF
 HZ0460'RIDGE.  TURN RIGHT AND GO SOUTH FOR 0.03 MILE TO A GATE AND THE
 HZ0460'AZIMUTH MARK ON THE LEFT.  GO THROUGH GATE.  TURN LEFT AND FOLLOW
 HZ0460'FENCE EAST FOR 0.25 MILE TO NORTH SOUTH FENCE.  TURN RIGHT AND FOLLOW
 HZ0460'FENCE SOUTH FOR 0.25 MILE TO STATION ON THE RIGHT.
 HZ0460'
 HZ0460'STATION MARK IS LOCATED ABOUT 272 FEET NORTH OF AN EAST WEST FENCE
 HZ0460'AND ABOUT 112 FEET WEST OF A NORTH SOUTH FENCE.  THE MARK IS 12
 HZ0460'INCHES BELOW THE SURFACE AND THE DISK IS STAMPED I 64 T 64 1960.
 HZ0460'
 HZ0460'REFERENCE MARK 1 IS EAST OF THE STATION, 16.0 FEET NORTH OF A 14 INCH
 HZ0460'TWIN TRUNK LOCUST, 1.3 FEET WEST OF WIRE FENCE.  THE MARK IS FLUSH
 HZ0460'AND THE DISK IS STAMPED I 64 T 46 NO.1 1960.
 HZ0460'
 HZ0460'REFERENCE MARK 2 IS SOUTH OF STATION, 25 FEET EAST OF A 16 INCH
 HZ0460'WALNUT TREE, 1.4 FEET NORTH OF WIRE FENCE.  THE MARK IS FLUSH AND THE
 HZ0460'DISK IS STAMPED I 64 T 46 NO.2 1960.
 HZ0460'
 HZ0460'AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF THE STATION, 91 FEET EAST OF
 HZ0460'FENCE CORNER, 1.6 FEET NORTH OF WIRE FENC.  THE MARK PROJECTS 2
 HZ0460'INCHES AND THE DISK IS STAMPED I 64 T 46 1960.
 HZ0460'
 HZ0460'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0460'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ0460'
 HZ0460'STATION MARK IS 2.1 FEET SOUTH OF METAL WITNESS POST AND SIGN.
 HZ0460'
 HZ0460'AZIMUTH MARK IS 1.5 FEET NORTH OF METAL WITNESS POST AND SIGN.
 HZ0460'
 HZ0460'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HZ0460
 HZ0460                          STATION RECOVERY (1960)
 HZ0460
 HZ0460'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0460'6.6 MI W FROM MIDWAY.
 HZ0460'THIS MARK IS LOCATED 0.8 MILE NORTH ALONG U.S. HIGHWAY 62 FROM
 HZ0460'THE POST OFFICE IN MIDWAY TO THE JUNCTION WITH U.S. HIGHWAY
 HZ0460'421, TURN LEFT AND GO WEST ON U.S. HIGHWAY 421 FOR 5.1 MILES
 HZ0460'TO A DRIVE LEFT, TURN LEFT AND GO SOUTH ON DRIVE FOR 0.3 MILE
 HZ0460'TO THOMAS RESIDENCE AND FARM ROAD LEFT.  TURN LEFT THROUGH GATE
 HZ0460'AND GO EAST FOR 0.1 MILE TO GATE.  GO THROUGH GATE AND CONTINUE
 HZ0460'EAST FOR 0.07 MILE TO TOP OF RIDGE, TURN RIGHT AND GO SOUTH FOR
 HZ0460'0.03 MILE TO A GATE AND THE AZIMUTH MARK ON THE LEFT.  GO THROUGH
 HZ0460'GATE, TURN LEFT AND FOLLOW FENCE SOUTH FOR 0.25 MILE TO STATION
 HZ0460'ON THE RIGHT.  STATION MARK IS LOCATED 272 FEET NORTH OF AN
 HZ0460'EAST WEST FENCE AND ABOUT 112 FEET WEST OF A NORTH-SOUTH FENCE,
 HZ0460'12 INCHES BELOW THE SURFACE AND STAMPED I 64 T 46 1960.  BENCH
 HZ0460'MARK IS 2.1 FEET SOUTH OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0461 ***********************************************************************
 HZ0461  DESIGNATION -  I64 T 46 AZ MK
 HZ0461  PID         -  HZ0461
 HZ0461  STATE/COUNTY-  KY/WOODFORD
 HZ0461  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0461
 HZ0461                         *CURRENT SURVEY CONTROL
 HZ0461  ___________________________________________________________________
 HZ0461* NAD 83(1986)-  38 10 28.     (N)    084 46 15.     (W)     SCALED    
 HZ0461* NAVD 88     -       261.762  (meters)     858.80   (feet)  ADJUSTED  
 HZ0461  ___________________________________________________________________
 HZ0461  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ0461  DYNAMIC HT  -         261.576 (meters)     858.19  (feet)  COMP
 HZ0461  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 HZ0461
 HZ0461  VERT ORDER  -  SECOND    CLASS 0
 HZ0461
 HZ0461.The horizontal coordinates were scaled from a topographic map and have
 HZ0461.an estimated accuracy of +/- 6 seconds.
 HZ0461
 HZ0461.The orthometric height was determined by differential leveling
 HZ0461.and adjusted by the National Geodetic Survey in June 1991..
 HZ0461
 HZ0461.The geoid height was determined by GEOID03.
 HZ0461
 HZ0461.The dynamic height is computed by dividing the NAVD 88
 HZ0461.geopotential number by the normal gravity value computed on the
 HZ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0461.degrees latitude (g = 980.6199 gals.).
 HZ0461
 HZ0461.The modeled gravity was interpolated from observed gravity values.
 HZ0461
 HZ0461;                    North         East    Units  Estimated Accuracy
 HZ0461;SPC KY1Z     - 1,204,780.    1,585,790.      MT  (+/- 180 meters Scaled)
 HZ0461
 HZ0461                          SUPERSEDED SURVEY CONTROL
 HZ0461
 HZ0461  NGVD 29 (??/??/92)  261.933  (m)          859.36   (f) ADJ UNCH    2 0
 HZ0461
 HZ0461.Superseded values are not recommended for survey control.
 HZ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0461.See file dsdata.txt to determine how the superseded data were derived.
 HZ0461
 HZ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH952275(NAD 83)
 HZ0461_MARKER: DZ = AZIMUTH MARK DISK
 HZ0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0461_STAMPING: I 64 T 46 1960
 HZ0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0461+STABILITY: SURFACE MOTION
 HZ0461
 HZ0461  HISTORY     - Date     Condition        Report By
 HZ0461  HISTORY     - 1960     MONUMENTED       PAS
 HZ0461
 HZ0461                          STATION DESCRIPTION
 HZ0461
 HZ0461'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0461'6.7 MI W FROM MIDWAY.
 HZ0461'THIS MARK IS LOCATED 0.8 MILE NORTH ALONG U.S. HIGHWAY 62 FROM THE
 HZ0461'POST OFFICE IN MIDWAY TO THE JUNCTION WITH U.S. HIGHWAY 421,
 HZ0461'TURN LEFT AND GO WEST ON U.S. HIGHWAY 421 FOR 5.1 MILES TO A
 HZ0461'DRIVE LEFT, TURN LEFT AND GO SOUTH ON DRIVE FOR 0.3 MILE TO
 HZ0461'THOMAS RESIDENCE AND FARM ROAD LEFT.  TURN LEFT THROUGH GATE
 HZ0461'AND GO EAST FOR 0.1 MILE TO GATE.  GO THROUGH GATE AND CONTINUE
 HZ0461'EAST FOR 0.07 MILE TO TOP OF RIDGE, TURN RIGHT AND GO SOUTH FOR
 HZ0461'0.03 MILE TO A GATE AND THE AZIMUTH MARK ON THE LEFT.  AZIMUTH
 HZ0461'IS ABOUT 0.3 MILE NORTH OF THE STATION, 91 FEET EAST OF FENCE
 HZ0461'CORNER, 1.6 FEET NORTH OF WIRE FENCE, PROJECTS 2 INCHES AND IS
 HZ0461'STAMPED I 64 T 46 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2489 ***********************************************************************
 HZ2489  DESIGNATION -  I64 T 47
 HZ2489  PID         -  HZ2489
 HZ2489  STATE/COUNTY-  KY/WOODFORD
 HZ2489  USGS QUAD   -  MIDWAY (1984)
 HZ2489
 HZ2489                         *CURRENT SURVEY CONTROL
 HZ2489  ___________________________________________________________________
 HZ2489* NAD 83(1993)-  38 10 19.73993(N)    084 44 03.27489(W)     ADJUSTED  
 HZ2489* NAVD 88     -       259.7    (meters)     852.     (feet)  VERTCON   
 HZ2489  ___________________________________________________________________
 HZ2489  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 HZ2489  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HZ2489
 HZ2489  HORZ ORDER  -  SECOND
 HZ2489
 HZ2489.The horizontal coordinates were established by classical geodetic methods
 HZ2489.and adjusted by the National Geodetic Survey in December 1995..
 HZ2489
 HZ2489.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2489
 HZ2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2489
 HZ2489.The geoid height was determined by GEOID03.
 HZ2489
 HZ2489;                    North         East     Units Scale Factor Converg.
 HZ2489;SPC KY1Z     - 1,204,561.916 1,588,998.438   MT  0.99991822   +0 37 25.1
 HZ2489;SPC KY1Z     - 3,951,966.89  5,213,239.04   sFT  0.99991822   +0 37 25.1
 HZ2489;SPC KY N     -    74,717.828   457,568.606   MT  0.99997527   -0 18 04.4
 HZ2489;SPC KY N     -   245,136.74  1,501,206.33   sFT  0.99997527   -0 18 04.4
 HZ2489;UTM  16      - 4,227,341.741   698,473.820   MT  1.00008516   +1 24 02.7
 HZ2489
 HZ2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2489!SPC KY1Z     -   0.99996452  x   0.99991822  =   0.99988274
 HZ2489!SPC KY N     -   0.99996452  x   0.99997527  =   0.99993979
 HZ2489!UTM  16      -   0.99996452  x   1.00008516  =   1.00004967
 HZ2489
 HZ2489|---------------------------------------------------------------------|
 HZ2489| PID    Reference Object                     Distance      Geod. Az  |
 HZ2489|                                                           dddmmss.s |
 HZ2489| DC2264 I64 T 47 RM 1                        14.160 METERS 10334     |
 HZ2489| DC2263 I64 T 47 AZ MK                                     1103142.0 |
 HZ2489| DC2265 I64 T 47 RM 2                        13.404 METERS 28607     |
 HZ2489|---------------------------------------------------------------------|
 HZ2489
 HZ2489                          SUPERSEDED SURVEY CONTROL
 HZ2489
 HZ2489  NAD 83(1986)-  38 10 19.74454(N)    084 44 03.28225(W) AD(       ) 2
 HZ2489  NAD 27      -  38 10 19.47620(N)    084 44 03.47730(W) AD(       ) 2
 HZ2489  NGVD 29 (07/19/86)  259.9    (m)          853.     (f) VERT ANG       
 HZ2489
 HZ2489.Superseded values are not recommended for survey control.
 HZ2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2489.See file dsdata.txt to determine how the superseded data were derived.
 HZ2489
 HZ2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH9847427342(NAD 83)
 HZ2489_MARKER: DD = SURVEY DISK
 HZ2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2489
 HZ2489  HISTORY     - Date     Condition        Report By
 HZ2489  HISTORY     - 1960     MONUMENTED       PAS
 HZ2489
 HZ2489                          STATION DESCRIPTION
 HZ2489
 HZ2489'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ2489'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF MIDWAY, ON THE
 HZ2489'RIGHT OF WAY OF U.S. HIGHWAY 421.
 HZ2489'
 HZ2489'TO REACH THE STATION FROM THE POST OFFICE IN MIDWAY, GO NORTH ON U.S.
 HZ2489'HIGHWAY 62 FOR 0.8 MILE TO JUNCTION WITH U.S. HIGHWAY 421.  TURN
 HZ2489'LEFT AND GO WEST ON U.S. HIGHWAY 421 FOR 2.85 MILES TO THE AZIMUTH
 HZ2489'MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO STATION
 HZ2489'ON THE RIGHT.
 HZ2489'
 HZ2489'STATION MARK IS LOCATED 57.0 FEET NORTH OF APPROXIMATE CENTER OF U.S.
 HZ2489'HIGHWAY 421, 9.0 FEET EAST OF A TELEPHONE POLE, 2.3 FEET SOUTH OF A
 HZ2489'WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED I
 HZ2489'64 T 47 1960.
 HZ2489'
 HZ2489'REFERENCE MARK 1 IS EAST OF THE STATION, 58 FEET NORTH OF THE
 HZ2489'APPROXIMATE CENTER OF U.S. HIGHWAY 421, 55.8 FEET EAST OF TELEPHONE
 HZ2489'POLE, 1.7 FEET SOUTH OF WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND
 HZ2489'THE DISK IS STAMPED I 64 T 47 NO 1 1960.
 HZ2489'
 HZ2489'REFERENCE MARK 2 IS WEST OF THE STATION, 68.5 FEET EAST OF
 HZ2489'APPROXIMATE CENTER OF DRIVE, 58.0 FEET NORTH OF APPROXIMATE CENTER OF
 HZ2489'U.S. HIGHWAY 421, 34.7 FEET WEST OF TELEPHONE POLE, 1.3 FEET SOUTH OF
 HZ2489'WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED I 64
 HZ2489'T 47 NO 2 1960.
 HZ2489'
 HZ2489'AZIMUTH MARK IS ABOUT 0.25 MILE EAST OF THE STATION, 68 FEET SOUTH OF
 HZ2489'THE APPROXIMATE CENTER OF U.S. HIGHWAY 421, 36 FEET WEST OF A THREE
 HZ2489'WAY FENCE CORNER, 1.5 FEET NORTH OF FENCE.  THE MARK PROJECTS 2
 HZ2489'INCHES AND DISK IS STAMPED I 64 T47 1960.
 HZ2489'
 HZ2489'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ2489'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ2489'
 HZ2489'STATION MARK IS 1.8 FEET SOUTH OF METAL WITNESS POST AND SIGN.
 HZ2489'
 HZ2489'AZIMUTH MARK IS 1.7 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.
 HZ2489'
 HZ2489'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2486 ***********************************************************************
 HZ2486  DESIGNATION -  I64 T 48
 HZ2486  PID         -  HZ2486
 HZ2486  STATE/COUNTY-  KY/WOODFORD
 HZ2486  USGS QUAD   -  MIDWAY (1984)
 HZ2486
 HZ2486                         *CURRENT SURVEY CONTROL
 HZ2486  ___________________________________________________________________
 HZ2486* NAD 83(1993)-  38 09 54.19400(N)    084 42 07.96356(W)     ADJUSTED  
 HZ2486* NAVD 88     -       260.3    (meters)     854.     (feet)  VERTCON   
 HZ2486  ___________________________________________________________________
 HZ2486  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 HZ2486  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ2486
 HZ2486  HORZ ORDER  -  SECOND
 HZ2486
 HZ2486.The horizontal coordinates were established by classical geodetic methods
 HZ2486.and adjusted by the National Geodetic Survey in December 1995..
 HZ2486
 HZ2486.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2486
 HZ2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2486
 HZ2486.The geoid height was determined by GEOID03.
 HZ2486
 HZ2486;                    North         East     Units Scale Factor Converg.
 HZ2486;SPC KY1Z     - 1,203,805.395 1,591,813.645   MT  0.99991759   +0 38 35.9
 HZ2486;SPC KY1Z     - 3,949,484.87  5,222,475.27   sFT  0.99991759   +0 38 35.9
 HZ2486;SPC KY N     -    73,915.925   460,371.399   MT  0.99997591   -0 16 52.7
 HZ2486;SPC KY N     -   242,505.83  1,510,401.83   sFT  0.99997591   -0 16 52.7
 HZ2486;UTM  16      - 4,226,623.346   701,299.521   MT  1.00009908   +1 25 13.2
 HZ2486
 HZ2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2486!SPC KY1Z     -   0.99996442  x   0.99991759  =   0.99988201
 HZ2486!SPC KY N     -   0.99996442  x   0.99997591  =   0.99994033
 HZ2486!UTM  16      -   0.99996442  x   1.00009908  =   1.00006350
 HZ2486
 HZ2486:                Primary Azimuth Mark                     Grid Az
 HZ2486:SPC KY1Z     -  I64 T 48 AZ MK                           097 40 58.0
 HZ2486:SPC KY N     -  I64 T 48 AZ MK                           098 36 26.6
 HZ2486:UTM  16      -  I64 T 48 AZ MK                           096 54 20.7
 HZ2486
 HZ2486|---------------------------------------------------------------------|
 HZ2486| PID    Reference Object                     Distance      Geod. Az  |
 HZ2486|                                                           dddmmss.s |
 HZ2486| DC2266 I64 T 48 AZ MK                                     0981933.9 |
 HZ2486| DC2267 I64 T 48 RM 1                        19.432 METERS 10216     |
 HZ2486| HZ2485 MIDWAY MUNICIPAL TANK               APPROX. 2.1 KM 1405805.2 |
 HZ2486| DC2268 I64 T 48 RM 2                        12.436 METERS 20429     |
 HZ2486|---------------------------------------------------------------------|
 HZ2486
 HZ2486                          SUPERSEDED SURVEY CONTROL
 HZ2486
 HZ2486  NAD 83(1986)-  38 09 54.19884(N)    084 42 07.97113(W) AD(       ) 2
 HZ2486  NAD 27      -  38 09 53.92990(N)    084 42 08.16840(W) AD(       ) 2
 HZ2486  NGVD 29 (07/19/86)  260.5    (m)          855.     (f) VERT ANG       
 HZ2486
 HZ2486.Superseded values are not recommended for survey control.
 HZ2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2486.See file dsdata.txt to determine how the superseded data were derived.
 HZ2486
 HZ2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0130026623(NAD 83)
 HZ2486_MARKER: DD = SURVEY DISK
 HZ2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2486_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2486
 HZ2486  HISTORY     - Date     Condition        Report By
 HZ2486  HISTORY     - 1960     MONUMENTED       PAS
 HZ2486
 HZ2486                          STATION DESCRIPTION
 HZ2486
 HZ2486'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ2486'THE STATION IS LOCATED ABOUT 1.4 MILES NORTHWEST OF MIDWAY, ON RIGHT
 HZ2486'OF WAY OF U.S. HIGHWAY 421.
 HZ2486'
 HZ2486'TO REACH THE STATION FROM THE POST OFFICE IN MIDWAY, GO NORTH ON U.S.
 HZ2486'HIGHWAY 62 FOR 0.8 MILE TO JUNCTION WITH U.S. HIGHWAY 421.  TURN
 HZ2486'LEFT AND GO WEST ON U.S. HIGHWAY 421 FOR 0.95 MILE TO THE AZIMUTH
 HZ2486'MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO TOP OF
 HZ2486'GRADE AND STATION ON THE LEFT.
 HZ2486'
 HZ2486'STATION MARK IS LOCATED 58.5 FEET SOUTH OF APPROXIMATE CENTER OF U.S.
 HZ2486'HIGHWAY 421, 42 FEET NORTH OF NORTHEAST CORNER OF BARN, 18 FEET EAST
 HZ2486'OF POWER POLE, 1.5 FEET NORTH OF A WIRE FENCE AND ABOUT 8 FEET
 HZ2486'HIGHER THAN HIGHWAY, THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HZ2486'STAMPED 2 64 T 48 1960.
 HZ2486'
 HZ2486'REFERENCE MARK 1 IS EAST OF STATION, 58.5 FEET SOUTH OF APPROXIMATE
 HZ2486'CENTER OF U.S. HIGHWAY 421, 79 FEET NORTHEAST OF THE NORTHEAST
 HZ2486'CORNER OF BARN, 1.5 FEET NORTH OF A WIRE FENCE.  THE MARK PROJECTS 2
 HZ2486'INCHES AND THE DISK IS STAMPED I 64 T 48 NO.1 1960.
 HZ2486'
 HZ2486'REFERENCE MARK 2 IS SOUTH OF THE STATION, 40 FEET SOUTH OF A POWER
 HZ2486'POLE, 5.5 FEET WEST OF THE NORTHEAST CORNER OF BARN AND 1.5 FEET
 HZ2486'NORTH OF THE NORTH FACE OF BARN.  THE MARK IS FLUSH AND THE DISK IS
 HZ2486'STAMPED I 64 T 48 NO.2 1960.
 HZ2486'
 HZ2486'AZIMUTH MARK IS ABOUT 0.35 MILE EAST OF THE STATION, ON A BANK ABOUT
 HZ2486'8 FEET HIGHER THAN U.S. HIGHWAY 421 ABOUT 92 YARDS EAST OF A
 HZ2486'TELEPHONE POLE, 58.8 FEET NORTH OF APPROXIMATE CENTER OF HIGHWAY
 HZ2486'421, 1.5 FEET SOUTH OF A WIRE FENCE.  THE MARK IS FLUSH AND THE
 HZ2486'DISK IS STAMPED I 64 T 48 1960.
 HZ2486'
 HZ2486'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ2486'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ2486'
 HZ2486'STATION MARK IS 1.7 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.
 HZ2486'
 HZ2486'AZIMUTH MARK IS 1.6 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.
 HZ2486'
 HZ2486'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2488 ***********************************************************************
 HZ2488  DESIGNATION -  I64 T 49
 HZ2488  PID         -  HZ2488
 HZ2488  STATE/COUNTY-  KY/WOODFORD
 HZ2488  USGS QUAD   -  MIDWAY (1984)
 HZ2488
 HZ2488                         *CURRENT SURVEY CONTROL
 HZ2488  ___________________________________________________________________
 HZ2488* NAD 83(1993)-  38 09 54.33019(N)    084 40 19.51312(W)     ADJUSTED  
 HZ2488* NAVD 88     -       263.3    (meters)     864.     (feet)  VERTCON   
 HZ2488  ___________________________________________________________________
 HZ2488  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 HZ2488  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ2488
 HZ2488  HORZ ORDER  -  SECOND
 HZ2488
 HZ2488.The horizontal coordinates were established by classical geodetic methods
 HZ2488.and adjusted by the National Geodetic Survey in December 1995..
 HZ2488
 HZ2488.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2488
 HZ2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2488
 HZ2488.The geoid height was determined by GEOID03.
 HZ2488
 HZ2488;                    North         East     Units Scale Factor Converg.
 HZ2488;SPC KY1Z     - 1,203,839.658 1,594,453.230   MT  0.99991759   +0 39 42.5
 HZ2488;SPC KY1Z     - 3,949,597.28  5,231,135.31   sFT  0.99991759   +0 39 42.5
 HZ2488;SPC KY N     -    73,907.594   463,011.347   MT  0.99997591   -0 15 45.2
 HZ2488;SPC KY N     -   242,478.50  1,519,063.06   sFT  0.99997591   -0 15 45.2
 HZ2488;UTM  16      - 4,226,693.419   703,938.895   MT  1.00011225   +1 26 20.3
 HZ2488
 HZ2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2488!SPC KY1Z     -   0.99996395  x   0.99991759  =   0.99988154
 HZ2488!SPC KY N     -   0.99996395  x   0.99997591  =   0.99993986
 HZ2488!UTM  16      -   0.99996395  x   1.00011225  =   1.00007620
 HZ2488
 HZ2488|---------------------------------------------------------------------|
 HZ2488| PID    Reference Object                     Distance      Geod. Az  |
 HZ2488|                                                           dddmmss.s |
 HZ2488| DC2270 I64 T 49 RM 1                        21.831 METERS 02348     |
 HZ2488| HZ2485 MIDWAY MUNICIPAL TANK               APPROX. 2.1 KM 2190305.1 |
 HZ2488| DC2269 I64 T 49 AZ MK                                     2534643.6 |
 HZ2488| DC2271 I64 T 49 RM 2                        13.141 METERS 29222     |
 HZ2488|---------------------------------------------------------------------|
 HZ2488
 HZ2488                          SUPERSEDED SURVEY CONTROL
 HZ2488
 HZ2488  NAD 83(1986)-  38 09 54.33525(N)    084 40 19.52099(W) AD(       ) 2
 HZ2488  NAD 27      -  38 09 54.06630(N)    084 40 19.71950(W) AD(       ) 2
 HZ2488  NGVD 29 (07/19/86)  263.5    (m)          864.     (f) VERT ANG       
 HZ2488
 HZ2488.Superseded values are not recommended for survey control.
 HZ2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2488.See file dsdata.txt to determine how the superseded data were derived.
 HZ2488
 HZ2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0393926693(NAD 83)
 HZ2488_MARKER: DD = SURVEY DISK
 HZ2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2488_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2488
 HZ2488  HISTORY     - Date     Condition        Report By
 HZ2488  HISTORY     - 1960     MONUMENTED       PAS
 HZ2488
 HZ2488                          STATION DESCRIPTION
 HZ2488
 HZ2488'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ2488'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF MIDWAY, ON LAND OWNED BY
 HZ2488'MR. JOHN ROACH.
 HZ2488'
 HZ2488'TO REACH THE STATION FROM THE POST OFFICE IN MIDWAY, GO NORTH ON U.S.
 HZ2488'HIGHWAY 62 FOR 0.8 MILE TO JUNCTION WITH U.S. HIGHWAY 421, TURN
 HZ2488'RIGHT AND GO EAST ON U.S. HIGHWAYS 62 AND 421 FOR 0.05 MILE TO CROSS
 HZ2488'ROADS, TURN LEFT AND GO NORTH ON SURFACED ROAD FOR 0.4 MILE TO THE
 HZ2488'AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO
 HZ2488'A FARM ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.05 MILE TO DOUBLE
 HZ2488'GATES, GO THROUGH GATES AND CONTINUE EAST ACROSS PASTURE FOR 0.15
 HZ2488'MILE TO A BARN AND STATION SITE.
 HZ2488'
 HZ2488'STATION MARK IS LOCATED 179.5 FEET NORTHWEST OF A POWER POLE, 2.9
 HZ2488'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BARN.  THE MARK PROJECTS 2
 HZ2488'INCHES AND THE DISK IS STAMPED I 64 T 49 1960.
 HZ2488'
 HZ2488'REFERENCE MARK NO.1 IS NORTH OF STATION, 2.7 FEET EAST OF THE
 HZ2488'NORTHEAST CORNER OF BARN.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HZ2488'STAMPED I 64 T 49 NO.1 1960.
 HZ2488'
 HZ2488'REFERENCE MARK NO.2 IS WEST OF STATION, 3.0 FEET SOUTHWEST OF THE
 HZ2488'SOUTHWEST CORNER OF BARN.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HZ2488'STAMPED I 64 T 49 NO.2 1960.
 HZ2488'
 HZ2488'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHWEST OF THE STATION, 14.5 FEET
 HZ2488'EAST OF THE CENTER OF THE ROAD, 5.0 FEET SOUTH OF TELEPHONE POLE,
 HZ2488'1.8 FEET WEST OF A FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND THE
 HZ2488'DISK IS STAMPED I 64 T 49 1960.
 HZ2488'
 HZ2488'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ2488'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ2488'
 HZ2488'AZIMUTH MARK IS 1.7 FEET WEST OF METAL WITNESS POST AND SIGN.
 HZ2488'
 HZ2488'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0475 ***********************************************************************
 HZ0475  DESIGNATION -  I64 T 50
 HZ0475  PID         -  HZ0475
 HZ0475  STATE/COUNTY-  KY/WOODFORD
 HZ0475  USGS QUAD   -  MIDWAY (1984)
 HZ0475
 HZ0475                         *CURRENT SURVEY CONTROL
 HZ0475  ___________________________________________________________________
 HZ0475* NAD 83(1993)-  38 09 17.93972(N)    084 39 34.84811(W)     ADJUSTED  
 HZ0475* NAVD 88     -       264.207  (meters)     866.82   (feet)  ADJUSTED  
 HZ0475  ___________________________________________________________________
 HZ0475  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 HZ0475  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ0475  DYNAMIC HT  -         264.016 (meters)     866.19  (feet)  COMP
 HZ0475  MODELED GRAV-     979,900.1   (mgal)                       NAVD 88
 HZ0475
 HZ0475  HORZ ORDER  -  SECOND
 HZ0475  VERT ORDER  -  SECOND    CLASS 0
 HZ0475
 HZ0475.The horizontal coordinates were established by classical geodetic methods
 HZ0475.and adjusted by the National Geodetic Survey in December 1995..
 HZ0475
 HZ0475.The orthometric height was determined by differential leveling
 HZ0475.and adjusted by the National Geodetic Survey in June 1991..
 HZ0475
 HZ0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0475
 HZ0475.The geoid height was determined by GEOID03.
 HZ0475
 HZ0475.The dynamic height is computed by dividing the NAVD 88
 HZ0475.geopotential number by the normal gravity value computed on the
 HZ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0475.degrees latitude (g = 980.6199 gals.).
 HZ0475
 HZ0475.The modeled gravity was interpolated from observed gravity values.
 HZ0475
 HZ0475;                    North         East     Units Scale Factor Converg.
 HZ0475;SPC KY1Z     - 1,202,730.423 1,595,553.460   MT  0.99991672   +0 40 09.9
 HZ0475;SPC KY1Z     - 3,945,958.06  5,234,744.98   sFT  0.99991672   +0 40 09.9
 HZ0475;SPC KY N     -    72,780.688   464,093.605   MT  0.99997685   -0 15 17.5
 HZ0475;SPC KY N     -   238,781.31  1,522,613.77   sFT  0.99997685   -0 15 17.5
 HZ0475;UTM  16      - 4,225,598.990   705,054.287   MT  1.00011787   +1 26 46.8
 HZ0475
 HZ0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0475!SPC KY1Z     -   0.99996381  x   0.99991672  =   0.99988053
 HZ0475!SPC KY N     -   0.99996381  x   0.99997685  =   0.99994066
 HZ0475!UTM  16      -   0.99996381  x   1.00011787  =   1.00008168
 HZ0475
 HZ0475|---------------------------------------------------------------------|
 HZ0475| PID    Reference Object                     Distance      Geod. Az  |
 HZ0475|                                                           dddmmss.s |
 HZ0475| HZ0474 I64 T 50 RM 1                        20.317 METERS 11149     |
 HZ0475| HZ0472 I64 T 50 AZ MK                                     2121310.9 |
 HZ0475| HZ0473 I64 T 50 RM 2                        20.072 METERS 29220     |
 HZ0475|---------------------------------------------------------------------|
 HZ0475
 HZ0475                          SUPERSEDED SURVEY CONTROL
 HZ0475
 HZ0475  NAD 83(1986)-  38 09 17.94504(N)    084 39 34.85604(W) AD(       ) 2
 HZ0475  NAD 27      -  38 09 17.67480(N)    084 39 35.05540(W) AD(       ) 2
 HZ0475  NGVD 29 (??/??/92)  264.374  (m)          867.37   (f) ADJ UNCH    2 0
 HZ0475
 HZ0475.Superseded values are not recommended for survey control.
 HZ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0475.See file dsdata.txt to determine how the superseded data were derived.
 HZ0475
 HZ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0505425599(NAD 83)
 HZ0475_MARKER: DE = TRAVERSE STATION DISK
 HZ0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0475_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ0475_STAMPING: I 64 T 50 1960
 HZ0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0475
 HZ0475  HISTORY     - Date     Condition        Report By
 HZ0475  HISTORY     - 1960     MONUMENTED       KYHD
 HZ0475  HISTORY     - 1960     GOOD             PAS
 HZ0475
 HZ0475                          STATION DESCRIPTION
 HZ0475
 HZ0475'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1960 (EB)
 HZ0475'THE STATION IS LOCATED ABOUT 1.4 MILES NORTHEAST OF MIDWAY, ON LAND
 HZ0475'OWNED BY THE HICKS BROTHERS AND KNOWN AS THE HICKS BROTHERS FARM.
 HZ0475'
 HZ0475'TO REACH THE STATION FROM THE POST OFFICE IN MIDWAY, GO NORTH ON U.S.
 HZ0475'HIGHWAY 62 FOR 0.8 MILE TO JUNCTION WITH U.S. HIGHWAY 421.  TURN
 HZ0475'RIGHT AND GO EAST ON U.S. HIGHWAY 62 AND 421 FOR 1.05 MILES TO FARM
 HZ0475'ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.1 MILE TO A GATE.  CONTINUE
 HZ0475'NORTHEAST THROUGH BARNYARD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 HZ0475'RIGHT.  CONTINUE NORTH ON FARM ROAD FOR 0.15 MILE TO BARN AND
 HZ0475'GATE.  GO THROUGH GATE AND CONTINUE EAST FOR 0.05 MILE TO STATION
 HZ0475'ON THE RIGHT.
 HZ0475'
 HZ0475'STATION MARK IS LOCATED ABOUT 50 YARDS EAST OF NORTHEAST CORNER OF
 HZ0475'BARN, 67 FEET NORTHEASST OF A CONCRETE WATERING TROUGH, 21 FEET SOUTH
 HZ0475'OF APPROXIMATE CENTER OF FARM ROAD AND 1.2 FEET NORTH OF A WIRE
 HZ0475'FENCE. THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED I 64 T 50
 HZ0475'1960.
 HZ0475'
 HZ0475'REFERENCE MARK 1 IS EAST OF STATION, 20 FEET SOUTH OF APPROXIMATE
 HZ0475'CENTER OF FARM ROAD, 6.5 FEET SOUTHWEST OF A 12 INCH LOCUST TREE, 1.5
 HZ0475'FEET NORTH OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 HZ0475'IS STAMPED I 64 T 50 NO.1 1960.
 HZ0475'
 HZ0475'REFERENCE MARK 2 IS WEST OF THE STATION, 62 FEET EAST OF THE
 HZ0475'NORTHEAST CORNER OF BARN, 35.5 FEET NORTH OF A CONCRETE WATERING
 HZ0475'TROUGH, 21 FEET SOUTH OF APPROXIMATE CENTER OF FARM ROAD AND 1.7 FEET
 HZ0475'NORTH OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HZ0475'STAMPED I 64 T 50 NO.2 1960.
 HZ0475'
 HZ0475'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHWEST OF THE STATION.  IT IS ABOUT
 HZ0475'109 FEET EAST OF A CONCRETE SILO, 9 FEET WEST OF BEND IN FENCE, 1.5
 HZ0475'FEET NORTH OF WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 HZ0475'IS STAMPED I 64 T 50 1960.
 HZ0475'
 HZ0475'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0475'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ0475'
 HZ0475'STATION MARK IS 1.9 FEET EAST OF METAL WITNESS POST AND SIGN.
 HZ0475'
 HZ0475'AZIMUTH MARK IS 1.3 FEET NORTH OF METAL WITNESS POST AND SIGN.
 HZ0475'
 HZ0475'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 HZ0475
 HZ0475                          STATION RECOVERY (1960)
 HZ0475
 HZ0475'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0475'2.2 MI NE FROM MIDWAY.
 HZ0475'TO REACH THE STATION FROM THE POST OFFICE IN MIDWAY, GO NORTH ON
 HZ0475'U.S. HIGHWAY 72 FOR 0.8 MILE TO JUNCTION WITH U.S. HIGHWAY
 HZ0475'421.  TURN RIGHT AND GO EAST ON U.S. HIGHWAYS 62 AND 421 FOR
 HZ0475'1.05 MILE TO FARM ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.1
 HZ0475'MILE TO A GATE.  CONTINUE NORTHEAST THROUGH BARNYARD FOR 0.05
 HZ0475'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON FARM
 HZ0475'ROAD FOR 0.15 MILE TO BARN AND GATE.  GO THROUGH GATE AND
 HZ0475'CONTINUE EAST FOR 0.05 MILE TO STATION ON THE RIGHT.  STATION
 HZ0475'MARK IS LOCATED 450 YARDS EAST OF NORTHEAST CORNER OF BARN,
 HZ0475'67 FEET NORTHEAST OF A CONCRETE WATERING TROUGH, 21 FEET SOUTH
 HZ0475'OF APPROXIMATE CENTER OF FARM ROAD AND 1.2 FEET NORTH OF A
 HZ0475'WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND IS STAMPED I 64 T 50
 HZ0475'1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0472 ***********************************************************************
 HZ0472  DESIGNATION -  I64 T 50 AZ MK
 HZ0472  PID         -  HZ0472
 HZ0472  STATE/COUNTY-  KY/WOODFORD
 HZ0472  USGS QUAD   -  MIDWAY (1984)
 HZ0472
 HZ0472                         *CURRENT SURVEY CONTROL
 HZ0472  ___________________________________________________________________
 HZ0472* NAD 83(1986)-  38 09 17.     (N)    084 39 33.     (W)     SCALED    
 HZ0472* NAVD 88     -       267.051  (meters)     876.15   (feet)  ADJUSTED  
 HZ0472  ___________________________________________________________________
 HZ0472  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ0472  DYNAMIC HT  -         266.858 (meters)     875.52  (feet)  COMP
 HZ0472  MODELED GRAV-     979,900.0   (mgal)                       NAVD 88
 HZ0472
 HZ0472  VERT ORDER  -  SECOND    CLASS 0
 HZ0472
 HZ0472.The horizontal coordinates were scaled from a topographic map and have
 HZ0472.an estimated accuracy of +/- 6 seconds.
 HZ0472
 HZ0472.The orthometric height was determined by differential leveling
 HZ0472.and adjusted by the National Geodetic Survey in June 1991..
 HZ0472
 HZ0472.The geoid height was determined by GEOID03.
 HZ0472
 HZ0472.The dynamic height is computed by dividing the NAVD 88
 HZ0472.geopotential number by the normal gravity value computed on the
 HZ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0472.degrees latitude (g = 980.6199 gals.).
 HZ0472
 HZ0472.The modeled gravity was interpolated from observed gravity values.
 HZ0472
 HZ0472;                    North         East    Units  Estimated Accuracy
 HZ0472;SPC KY1Z     - 1,202,700.    1,595,600.      MT  (+/- 180 meters Scaled)
 HZ0472
 HZ0472                          SUPERSEDED SURVEY CONTROL
 HZ0472
 HZ0472  NGVD 29 (??/??/92)  267.218  (m)          876.70   (f) ADJ UNCH    2 0
 HZ0472
 HZ0472.Superseded values are not recommended for survey control.
 HZ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0472.See file dsdata.txt to determine how the superseded data were derived.
 HZ0472
 HZ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH051255(NAD 83)
 HZ0472_MARKER: DZ = AZIMUTH MARK DISK
 HZ0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0472_STAMPING: I 64 T 50 1960
 HZ0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0472+STABILITY: SURFACE MOTION
 HZ0472
 HZ0472  HISTORY     - Date     Condition        Report By
 HZ0472  HISTORY     - 1960     MONUMENTED       PAS
 HZ0472
 HZ0472                          STATION DESCRIPTION
 HZ0472
 HZ0472'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0472'2.2 MI NE FROM MIDWAY.
 HZ0472'TO REACH THE STATION FROM THE POST OFFICE IN MIDWAY, GO NORTH
 HZ0472'ON U.S. HIGHWAY 72 FOR 0.8 MILE TO JUNCTION WITH U.S. HIGHWAY
 HZ0472'421.  TURN RIGHT AND GO EAST ON U.S. HIGHWAYS 62 AND 421 FOR
 HZ0472'1.05 MILES TO FARM ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.1
 HZ0472'MILE TO A GATE.  CONTINUE NORTHEAST THROUGH BARNYARD FOR 0.05
 HZ0472'MILE TO THE AZIMUTH MARK ON THE RIGHT.  MARK IS ABOUT 0.2 MILE
 HZ0472'SOUTHWEST OF THE STATION.  IT IS ABOUT 109 FEET EAST OF A
 HZ0472'CONCRETE SILO, 9 FEET WEST OF BEND IN FENCE, 1.5 FEET NORTH
 HZ0472'OF WIRE FENCE AND PROJECTS 4 INCHES AND IS STAMPED I 64 T 50 1960.
 HZ0472'AZIMUITH MARK IS 1.3 FEET NORTH OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2456 ***********************************************************************
 HZ2456  DESIGNATION -  I64 T 51
 HZ2456  PID         -  HZ2456
 HZ2456  STATE/COUNTY-  KY/SCOTT
 HZ2456  USGS QUAD   -  GEORGETOWN (1993)
 HZ2456
 HZ2456                         *CURRENT SURVEY CONTROL
 HZ2456  ___________________________________________________________________
 HZ2456* NAD 83(1993)-  38 10 07.99309(N)    084 37 15.57873(W)     ADJUSTED  
 HZ2456* NAVD 88     -       273.5    (meters)     897.     (feet)  VERTCON   
 HZ2456  ___________________________________________________________________
 HZ2456  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 HZ2456  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ2456
 HZ2456  HORZ ORDER  -  SECOND
 HZ2456
 HZ2456.The horizontal coordinates were established by classical geodetic methods
 HZ2456.and adjusted by the National Geodetic Survey in December 1995..
 HZ2456
 HZ2456.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2456
 HZ2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2456
 HZ2456.The geoid height was determined by GEOID03.
 HZ2456
 HZ2456;                    North         East     Units Scale Factor Converg.
 HZ2456;SPC KY1Z     - 1,204,313.802 1,598,924.987   MT  0.99991793   +0 41 35.4
 HZ2456;SPC KY1Z     - 3,951,152.87  5,245,806.39   sFT  0.99991793   +0 41 35.4
 HZ2456;SPC KY N     -    74,309.575   467,490.430   MT  0.99997556   -0 13 50.8
 HZ2456;SPC KY N     -   243,797.33  1,533,758.19   sFT  0.99997556   -0 13 50.8
 HZ2456;UTM  16      - 4,227,228.298   708,404.726   MT  1.00013494   +1 28 14.6
 HZ2456
 HZ2456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2456!SPC KY1Z     -   0.99996235  x   0.99991793  =   0.99988028
 HZ2456!SPC KY N     -   0.99996235  x   0.99997556  =   0.99993791
 HZ2456!UTM  16      -   0.99996235  x   1.00013494  =   1.00009729
 HZ2456
 HZ2456|---------------------------------------------------------------------|
 HZ2456| PID    Reference Object                     Distance      Geod. Az  |
 HZ2456|                                                           dddmmss.s |
 HZ2456| DC2273 I64 T 51 RM 1                        15.155 METERS 11233     |
 HZ2456| DC2272 I64 T 51 AZ MK                                     1602845.3 |
 HZ2456| DC2274 I64 T 51 RM 2                        21.324 METERS 21514     |
 HZ2456|---------------------------------------------------------------------|
 HZ2456
 HZ2456                          SUPERSEDED SURVEY CONTROL
 HZ2456
 HZ2456  NAD 83(1986)-  38 10 07.99887(N)    084 37 15.58688(W) AD(       ) 2
 HZ2456  NAD 27      -  38 10 07.73080(N)    084 37 15.78560(W) AD(       ) 2
 HZ2456  NGVD 29 (07/19/86)  273.7    (m)          898.     (f) VERT ANG       
 HZ2456
 HZ2456.Superseded values are not recommended for survey control.
 HZ2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2456.See file dsdata.txt to determine how the superseded data were derived.
 HZ2456
 HZ2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0840527228(NAD 83)
 HZ2456_MARKER: DD = SURVEY DISK
 HZ2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2456_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2456
 HZ2456  HISTORY     - Date     Condition        Report By
 HZ2456  HISTORY     - 1960     MONUMENTED       PAS
 HZ2456
 HZ2456                          STATION DESCRIPTION
 HZ2456
 HZ2456'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ2456'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF GEORGETOWN, ON
 HZ2456'LAND OWNED BY MR. K.M. AND PAUL LITTLE.
 HZ2456'
 HZ2456'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 25, 62,
 HZ2456'227 AND 460 IN GEORGETOWN, GO WEST ON U.S. HIGHWAYS 62, 227 AND 460
 HZ2456'FOR 1.05 MILES TO Y FORK.  TAKE LEFT FORK AND GO SOUTHWEST ON U.S.
 HZ2456'HIGHWAY 62 FOR 3.55 MILES TO A PRIVATE DRIVE RIGHT.  TURN RIGHT AND
 HZ2456'GO WEST ON DRIVE FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  FROM
 HZ2456'THIS POINT FOLLOW FARM ROAD AROUND THE NORTH SIDE OF STOCK BARN
 HZ2456'THROUGH 2 GATES FOR 0.15 MILE TO A NORTH-SOUTH FENCE.  TURN RIGHT
 HZ2456'AND FOLLOW FENCE NORTH FOR 0.25 MILE TO AN EAST WEST CYCLONE FENCE.
 HZ2456'TURN LEFT FOLLOW FENCE WEST FOR 0.1 MILE TO FENCE CORNER AND
 HZ2456'STATION.
 HZ2456'
 HZ2456'STATION MAARK IS 59 FEET WEST OF AN 18 INCH HICKORY TREE, 31 FEET
 HZ2456'NORTHEAST OF A 24 INCH LOCUST TREE, 21.5 FEET EAST OF FENCE CORNER
 HZ2456'AND 1.6 FEET SOUTH OF FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK
 HZ2456'IS STAMPED I 64 T 51 1960.
 HZ2456'
 HZ2456'REFERENCE MARK 1 IS EAST OF STATION, 71.5 FEET EAST OF FENCE CORNER,
 HZ2456'9 FEET WEST OF AN 18 INCH HICKORY TREE, 1.5 FEET SOUTH OF FENCE.  THE
 HZ2456'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I 64 T 51 NO.1 1960.
 HZ2456'
 HZ2456'REFERENCE MARK 2 IS SOUTHWEST OF STATION, 70 FEET SOUTH OF FENCE
 HZ2456'CORNER, 41 FEET SOUTH OF A 24 INCH LOCUST TREE, 1.5 FEET CAST OF
 HZ2456'FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I 64 T 51
 HZ2456'NO. 2 1960.
 HZ2456'
 HZ2456'AZIMUTH MARK IS ABOUT 0.35 MILE SOUTHEAST OF STATION, ABOUT 150 FEET
 HZ2456'SOUTHWEST OF SOUTHWEST CORNER OF STOCK BARN, ABOUT 138 FEET WEST OF
 HZ2456'APPROXIMATE CENTER OF DRIVE, 30 FEET SOUTH OF FENCE CORNER AND 1.7
 HZ2456'FEET EAST OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I
 HZ2456'64 T 51 1960.
 HZ2456'
 HZ2456'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ2456'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ2456'
 HZ2456'AZIMUTH MARK IS 2.0 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.
 HZ2456'
 HZ2456'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0481 ***********************************************************************
 HZ0481  DESIGNATION -  I64 T 52 2
 HZ0481  PID         -  HZ0481
 HZ0481  STATE/COUNTY-  KY/SCOTT
 HZ0481  USGS QUAD   -  GEORGETOWN (1993)
 HZ0481
 HZ0481                         *CURRENT SURVEY CONTROL
 HZ0481  ___________________________________________________________________
 HZ0481* NAD 83(1993)-  38 09 37.03443(N)    084 36 37.70780(W)     ADJUSTED  
 HZ0481* NAVD 88     -       276.14   (meters)     906.0    (feet)  RESET     
 HZ0481  ___________________________________________________________________
 HZ0481  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 HZ0481  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ0481
 HZ0481  HORZ ORDER  -  THIRD
 HZ0481  VERT ORDER  -  THIRD
 HZ0481
 HZ0481.The horizontal coordinates were established by classical geodetic methods
 HZ0481.and adjusted by the National Geodetic Survey in December 1995..
 HZ0481.No horizontal observational check was made to the station.
 HZ0481
 HZ0481.The orthometric height was computed from unverified reset data.
 HZ0481.No vertical observational check was made to the station.
 HZ0481
 HZ0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0481
 HZ0481.The geoid height was determined by GEOID03.
 HZ0481
 HZ0481;                    North         East     Units Scale Factor Converg.
 HZ0481;SPC KY1Z     - 1,203,370.600 1,599,858.346   MT  0.99991718   +0 41 58.6
 HZ0481;SPC KY1Z     - 3,948,058.38  5,248,868.59   sFT  0.99991718   +0 41 58.6
 HZ0481;SPC KY N     -    73,351.390   468,408.512   MT  0.99997635   -0 13 27.3
 HZ0481;SPC KY N     -   240,653.69  1,536,770.26   sFT  0.99997635   -0 13 27.3
 HZ0481;UTM  16      - 4,226,297.642   709,351.005   MT  1.00013981   +1 28 37.0
 HZ0481
 HZ0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0481!SPC KY1Z     -   0.99996194  x   0.99991718  =   0.99987912
 HZ0481!SPC KY N     -   0.99996194  x   0.99997635  =   0.99993829
 HZ0481!UTM  16      -   0.99996194  x   1.00013981  =   1.00010174
 HZ0481
 HZ0481:                Primary Azimuth Mark                     Grid Az
 HZ0481:SPC KY1Z     -  I64 T 52 AZ MK                           016 27 59.1
 HZ0481:SPC KY N     -  I64 T 52 AZ MK                           017 23 25.0
 HZ0481:UTM  16      -  I64 T 52 AZ MK                           015 41 20.7
 HZ0481
 HZ0481|---------------------------------------------------------------------|
 HZ0481| PID    Reference Object                     Distance      Geod. Az  |
 HZ0481|                                                           dddmmss.s |
 HZ0481| DC2275 I64 T 52 AZ MK                                     0170957.7 |
 HZ0481| HZ0482 I64 T 52 2 RM 3                      11.024 METERS 02302     |
 HZ0481| HZ0483 I64 T 52 2 RM 4                      10.382 METERS 20321     |
 HZ0481| HZ2487 MIDWAY PT DISTILLERS TANK           APPROX. 6.3 KM 2594101.5 |
 HZ0481| HZ0480 I64 T 52                             23.301 METERS 26227     |
 HZ0481|---------------------------------------------------------------------|
 HZ0481
 HZ0481                          SUPERSEDED SURVEY CONTROL
 HZ0481
 HZ0481  NAD 83(1986)-  38 09 37.04027(N)    084 36 37.71601(W) AD(       ) 3
 HZ0481  NAD 27      -  38 09 36.77086(N)    084 36 37.91561(W) AD(       ) 3
 HZ0481  NGVD 29 (10/08/05)  276.31   (m)          906.5    (f) RESET       3  
 HZ0481
 HZ0481.Superseded values are not recommended for survey control.
 HZ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0481.See file dsdata.txt to determine how the superseded data were derived.
 HZ0481
 HZ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0935126298(NAD 83)
 HZ0481_MARKER: DE = TRAVERSE STATION DISK
 HZ0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0481_STAMPING: I64-T52 2 1971
 HZ0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0481+STABILITY: SURFACE MOTION
 HZ0481
 HZ0481  HISTORY     - Date     Condition        Report By
 HZ0481  HISTORY     - 1971     MONUMENTED       NGS
 HZ0481  HISTORY     - 1971     GOOD             NGS
 HZ0481
 HZ0481                          STATION DESCRIPTION
 HZ0481
 HZ0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WAZ)
 HZ0481'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF GEORGETOWN AND
 HZ0481'4.0 MILES WEST OF MIDWAY, ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY 64
 HZ0481'AND JUST NORTH OF THE INTERSTATE ROUTE 64 AND U.S. HIGHWAY 62
 HZ0481'INTERCHANGE.
 HZ0481'
 HZ0481'TO REACH THE STATION FROM THE ABOVE INTERCHANGE, GO NORTHERLY ON U.S.
 HZ0481'HIGHWAY 62 FOR 0.2 OF A MILE TO THE STATION ON THE RIGHT IN
 HZ0481'RIGHT-OF- WAY FENCE AS DESCRIBED.  THIS INTERCHANGE IS ABOUT 4.5
 HZ0481'MILES SOUTHWEST OF GEORGETOWN, AND 2.1 MILES NORTH ALONG U.S. HIGHWAY
 HZ0481'62 FROM THE T JUNCTION OF U.S. HIGHWAY 421 EAST OT MIDWAY.
 HZ0481'
 HZ0481'THE STATION IS 105 FEET NORTH OF A 40-INCH WHITE OAK, 100 FEET WEST
 HZ0481'OF A 40-INCH WHITE OAK, 87 FEET EAST SOUTHEAST OF THE APPROXIMATE
 HZ0481'CENTER OF U.S. HIGHWAY 62, 1.0 FOOT NORTHEAST OF A METAL WITNESS
 HZ0481'POST AND SIGN, AND IN THE RIGHT-OF-WAY FENCE.  A STANDARD DISK SET IN
 HZ0481'THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK
 HZ0481'IS STAMPED I64 T52 2 1971.
 HZ0481'
 HZ0481'REFERENCE MARK NO.3 IS 87 FEET EAST-SOUTHEAST OF THE APPROXIMATE
 HZ0481'CENTER OF U.S. HIGHWAY 62, 86 FEET WEST-NORTHWEST OF A 40-INCH WHITE
 HZ0481'OAK, 0.9 OF A FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN, AND
 HZ0481'IN THE RIGHT OF WAY FENCE.  A STANDARD DISK SET IN THE TOP OF AN 11
 HZ0481'INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED I64-T52
 HZ0481'2 NO.3 1971.
 HZ0481'
 HZ0481'REFERENCE MARK NO.4 IS 123 FEET WEST OF A 40-INCH WHITE OAK, 87 FEET
 HZ0481'EAST SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 62, 82 FEET
 HZ0481'NORTH NORTHWEST OF A 40-INCH WHITE OAK, 1.1 FEET NORTHEAST OF A
 HZ0481'METAL WITNESS POST AND SIGN, AND IN THE RIGHT-OF-WAY FENCE.  A
 HZ0481'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE
 HZ0481'MONUMENT AND THE DISK IS STAMPED I64-T52 2 NO 4 1971.
 HZ0481'
 HZ0481'DUE TO THE REFERENCE MARKS BEING NEARLY IN A LINE ACROSS THE STATION
 HZ0481'MARK, NO EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 HZ0481'
 HZ0481'THE AZIMUTH MARK IS ABOUT 0.2 OF A MILE NORTH NORTHEAST OF THE
 HZ0481'STATION, 22 FEET SOUTH OF A TELEPHONE POLE, 20 FEET WEST OF THE
 HZ0481'APPROXIMATE CENTER OF U.S. HIGHWAY 62, 9 FEET NORTH OF A 16-INCH
 HZ0481'BLACK WALNUT TREE, 1.9 FEET NORTHEAST OF A METAL WITNESS POST AND
 HZ0481'SIGN, AND 1.8 FEET EAST SOUTHEAST OF A CHAIN LINK FENCE.  IT IS A
 HZ0481'STANDARD KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN
 HZ0481'THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4
 HZ0481'INCHES AND THE DISK IS STAMPED I64-T52 1960.  THIS MARK WILL NOT BE
 HZ0481'DISTURBED BY HIGHWAY CONSTRUCTION.
 HZ0481'
 HZ0481'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ON
 HZ0481'U.S. HIGHWAY 62 FOR 0.2 OF A MILE TO THE MARK ON THE LEFT AS
 HZ0481'DESCRIBED.
 HZ0481'
 HZ0481'NOTE--AN ELEVATION WAS TRANSFERRED TO ALL MARKS FOR THE I64-T52 2
 HZ0481'1971 USING BENCH MARK I 64 T 52 RM 1 AS THE STARTING ELEVATION.
 HZ0481
 HZ0481                          STATION RECOVERY (1971)
 HZ0481
 HZ0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HZ0481'4 MI W FROM MIDWAY.
 HZ0481'ABOUT 2.1 MILES NORTHERLY ALONG U.S. HIGHWAY 62 FROM ITS T JUNCTION
 HZ0481'WITH U.S. HIGHWAY 421 EAST OF MIDWAY, ABOUT 0.2 OF A MILE
 HZ0481'NORTHERLY ALONG U.S. HIGHWAY 62 FROM THE INTERSTATE ROUTE 64
 HZ0481'INTERCHANGE, AT THE I64-T52 2 1971 TRAVERSE STATION SITE, 105 FEET
 HZ0481'NORTH OF A 40-INCH WHITE OAK, 100 FEET WEST OF A 40-INCH WHITE OAK,
 HZ0481'87 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 62,
 HZ0481'36.16 FEET SOUTH-SOUTHWEST OF I64-T52 2 R.M. 3, 34.06 FEET
 HZ0481'NORTH-NORTHWEST OF I64-T52 2 R.M. 4, 1.0 FOOT NORTHEAST OF A METAL
 HZ0481'WITNESS POST AND SIGN, AND IN THE RIGHT-OF-WAY FENCE.  IT IS A
 HZ0481'STANDARD TRAVERSE STATION DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 HZ0481'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED I64-T52 2 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0482 ***********************************************************************
 HZ0482  DESIGNATION -  I64 T 52 2 RM 3
 HZ0482  PID         -  HZ0482
 HZ0482  STATE/COUNTY-  KY/SCOTT
 HZ0482  USGS QUAD   -  GEORGETOWN (1993)
 HZ0482
 HZ0482                         *CURRENT SURVEY CONTROL
 HZ0482  ___________________________________________________________________
 HZ0482* NAD 83(1986)-  38 09 36.     (N)    084 36 37.     (W)     SCALED    
 HZ0482* NAVD 88     -       278.35   (meters)     913.2    (feet)  RESET     
 HZ0482  ___________________________________________________________________
 HZ0482  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ0482
 HZ0482  VERT ORDER  -  THIRD
 HZ0482
 HZ0482.The horizontal coordinates were scaled from a topographic map and have
 HZ0482.an estimated accuracy of +/- 6 seconds.
 HZ0482
 HZ0482.The orthometric height was computed from unverified reset data.
 HZ0482.No vertical observational check was made to the station.
 HZ0482
 HZ0482.The geoid height was determined by GEOID03.
 HZ0482
 HZ0482;                    North         East    Units  Estimated Accuracy
 HZ0482;SPC KY1Z     - 1,203,340.    1,599,880.      MT  (+/- 180 meters Scaled)
 HZ0482
 HZ0482                          SUPERSEDED SURVEY CONTROL
 HZ0482
 HZ0482  NGVD 29 (??/??/??)  278.51   (m)          913.7    (f) RESET       3  
 HZ0482
 HZ0482.Superseded values are not recommended for survey control.
 HZ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0482.See file dsdata.txt to determine how the superseded data were derived.
 HZ0482
 HZ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH093262(NAD 83)
 HZ0482_MARKER: DR = REFERENCE MARK DISK
 HZ0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0482_STAMPING: I64-T52 2 NO 3 1971
 HZ0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0482+STABILITY: SURFACE MOTION
 HZ0482
 HZ0482  HISTORY     - Date     Condition        Report By
 HZ0482  HISTORY     - 1971     MONUMENTED       NGS
 HZ0482
 HZ0482                          STATION DESCRIPTION
 HZ0482
 HZ0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HZ0482'4 MI W FROM MIDWAY.
 HZ0482'THIS MARK IS LOCATED AT THE I64-T52 2 1971 TRAVERSE STATION SITE,
 HZ0482'87 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 62,
 HZ0482'86 FEET WEST-NORTHWEST OF A 40-INCH WHITE OAK, 36.16 FEET
 HZ0482'NORTH-NORTHEAST OF I64-T52 2, 0.9 OF A FOOT NORTHEAST OF A METAL
 HZ0482'WITNESS POST AND SIGN, AND IN THE RIGHT-OF-WAY FENCE.  IT IS A
 HZ0482'STANDARD REFERENCE MARK DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 HZ0482'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED I64-T52 2 NO 3 1971.
 HZ0482'AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM BENCH MARK I 64 T 52
 HZ0482'R.M 1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0483 ***********************************************************************
 HZ0483  DESIGNATION -  I64 T 52 2 RM 4
 HZ0483  PID         -  HZ0483
 HZ0483  STATE/COUNTY-  KY/SCOTT
 HZ0483  USGS QUAD   -  GEORGETOWN (1993)
 HZ0483
 HZ0483                         *CURRENT SURVEY CONTROL
 HZ0483  ___________________________________________________________________
 HZ0483* NAD 83(1986)-  38 09 36.     (N)    084 36 37.     (W)     SCALED    
 HZ0483* NAVD 88     -       277.00   (meters)     908.8    (feet)  RESET     
 HZ0483  ___________________________________________________________________
 HZ0483  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ0483
 HZ0483  VERT ORDER  -  THIRD
 HZ0483
 HZ0483.The horizontal coordinates were scaled from a topographic map and have
 HZ0483.an estimated accuracy of +/- 6 seconds.
 HZ0483
 HZ0483.The orthometric height was computed from unverified reset data.
 HZ0483.No vertical observational check was made to the station.
 HZ0483
 HZ0483.The geoid height was determined by GEOID03.
 HZ0483
 HZ0483;                    North         East    Units  Estimated Accuracy
 HZ0483;SPC KY1Z     - 1,203,340.    1,599,880.      MT  (+/- 180 meters Scaled)
 HZ0483
 HZ0483                          SUPERSEDED SURVEY CONTROL
 HZ0483
 HZ0483  NGVD 29 (??/??/??)  277.16   (m)          909.3    (f) RESET       3  
 HZ0483
 HZ0483.Superseded values are not recommended for survey control.
 HZ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0483.See file dsdata.txt to determine how the superseded data were derived.
 HZ0483
 HZ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH093262(NAD 83)
 HZ0483_MARKER: DR = REFERENCE MARK DISK
 HZ0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0483_STAMPING: I64-T52 2 NO 4 1971
 HZ0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0483+STABILITY: SURFACE MOTION
 HZ0483
 HZ0483  HISTORY     - Date     Condition        Report By
 HZ0483  HISTORY     - 1971     MONUMENTED       NGS
 HZ0483
 HZ0483                          STATION DESCRIPTION
 HZ0483
 HZ0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HZ0483'4 MI W FROM MIDWAY.
 HZ0483'THIS MARK IS LOCATED AT THE I64-T52 2 1971 TRAVERSE STATION SITE,
 HZ0483'123 FEET WEST OF A 40-INCH WHITE OAK, 87 FEET EAST-SOUTHEAST OF THE
 HZ0483'APPROXIMATE CENTER OF U.S. HIGHWAY 62, 82 FEET NORTH-NORTHWEST
 HZ0483'OF A 40-INCH WHITE OAK, 34.06 FEET SOUTH-SOUTHWEST OF I64-T52 2, 1.1
 HZ0483'FEET NORTHEAST OF A METAL WITNESS POST AND SIGN, AND IN THE
 HZ0483'RIGHT-OF-WAY FENCE.  IT IS A STANDARD REFERENCE MARK DISK SET IN
 HZ0483'THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE
 HZ0483'DISK IS STAMPED I64-T52 2 NO 4 1971.  AN ELEVATION WAS TRANSFERRED
 HZ0483'TO THIS MARK FROM BENCH MARK I 64 T 52 R.M. 1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0487 ***********************************************************************
 HZ0487  DESIGNATION -  I64 T 53
 HZ0487  PID         -  HZ0487
 HZ0487  STATE/COUNTY-  KY/SCOTT
 HZ0487  USGS QUAD   -  GEORGETOWN (1993)
 HZ0487
 HZ0487                         *CURRENT SURVEY CONTROL
 HZ0487  ___________________________________________________________________
 HZ0487* NAD 83(1993)-  38 09 37.53332(N)    084 35 37.89672(W)     ADJUSTED  
 HZ0487* NAVD 88     -       285.310  (meters)     936.05   (feet)  ADJUSTED  
 HZ0487  ___________________________________________________________________
 HZ0487  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 HZ0487  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ0487  DYNAMIC HT  -         285.103 (meters)     935.38  (feet)  COMP
 HZ0487  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 HZ0487
 HZ0487  HORZ ORDER  -  SECOND
 HZ0487  VERT ORDER  -  SECOND    CLASS 0
 HZ0487
 HZ0487.The horizontal coordinates were established by classical geodetic methods
 HZ0487.and adjusted by the National Geodetic Survey in December 1995..
 HZ0487
 HZ0487.The orthometric height was determined by differential leveling
 HZ0487.and adjusted by the National Geodetic Survey in June 1991..
 HZ0487
 HZ0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0487
 HZ0487.The geoid height was determined by GEOID03.
 HZ0487
 HZ0487.The dynamic height is computed by dividing the NAVD 88
 HZ0487.geopotential number by the normal gravity value computed on the
 HZ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0487.degrees latitude (g = 980.6199 gals.).
 HZ0487
 HZ0487.The modeled gravity was interpolated from observed gravity values.
 HZ0487
 HZ0487;                    North         East     Units Scale Factor Converg.
 HZ0487;SPC KY1Z     - 1,203,403.888 1,601,314.008   MT  0.99991719   +0 42 35.4
 HZ0487;SPC KY1Z     - 3,948,167.59  5,253,644.37   sFT  0.99991719   +0 42 35.4
 HZ0487;SPC KY N     -    73,361.205   469,864.608   MT  0.99997634   -0 12 50.1
 HZ0487;SPC KY N     -   240,685.89  1,541,547.47   sFT  0.99997634   -0 12 50.1
 HZ0487;UTM  16      - 4,226,350.688   710,806.411   MT  1.00014734   +1 29 14.0
 HZ0487
 HZ0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0487!SPC KY1Z     -   0.99996050  x   0.99991719  =   0.99987769
 HZ0487!SPC KY N     -   0.99996050  x   0.99997634  =   0.99993684
 HZ0487!UTM  16      -   0.99996050  x   1.00014734  =   1.00010783
 HZ0487
 HZ0487|---------------------------------------------------------------------|
 HZ0487| PID    Reference Object                     Distance      Geod. Az  |
 HZ0487|                                                           dddmmss.s |
 HZ0487| HZ0486 I64 T 53 RM 1                        64.425 METERS 01603     |
 HZ0487| HZ0485 I64 T 53 RM 2                        56.550 METERS 09419     |
 HZ0487| HZ0484 I64 T 53 AZ MK                                     2355626.9 |
 HZ0487|---------------------------------------------------------------------|
 HZ0487
 HZ0487                          SUPERSEDED SURVEY CONTROL
 HZ0487
 HZ0487  NAD 83(1986)-  38 09 37.53914(N)    084 35 37.90521(W) AD(       ) 2
 HZ0487  NAD 27      -  38 09 37.26940(N)    084 35 38.10570(W) AD(       ) 2
 HZ0487  NGVD 29 (??/??/92)  285.474  (m)          936.59   (f) ADJ UNCH    2 0
 HZ0487
 HZ0487.Superseded values are not recommended for survey control.
 HZ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0487.See file dsdata.txt to determine how the superseded data were derived.
 HZ0487
 HZ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1080626351(NAD 83)
 HZ0487_MARKER: DE = TRAVERSE STATION DISK
 HZ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0487_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ0487_STAMPING: I 64 T 53 1960
 HZ0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0487
 HZ0487  HISTORY     - Date     Condition        Report By
 HZ0487  HISTORY     - 1960     MONUMENTED       KYHD
 HZ0487  HISTORY     - 1960     GOOD             PAS
 HZ0487
 HZ0487                          STATION DESCRIPTION
 HZ0487
 HZ0487'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1960 (EB)
 HZ0487'THE STATION IS LOCATED ABOUT 3.8 MILES SOUTHWEST OF GEORGETOWN, ON
 HZ0487'LAND OWNED BY MR. J.T. CARPENTER.  IT IS APPROXIMATELY ON THE HIGHEST
 HZ0487'POINT OF HILL IN AN OPEN PASTURE.
 HZ0487'
 HZ0487'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 25, 62,
 HZ0487'227 AND 460 IN GEORGETOWN, GO WEST ON U.S. HIGHWAYS 62, 227 AND 460
 HZ0487'FOR 1.05 MILES TO Y FORK.  TAKE LEFT FORK AND GO SOUTHWEST ON U.S.
 HZ0487'HIGHWAY 62 FOR 3.5 MILES TO A FARM ROAD LEFT.  TURN LEFT AND GO EAST
 HZ0487'ON FARM ROAD FOR 0.75 MILE TO TOP OF HILL AND STATION SITE.
 HZ0487'
 HZ0487'STATION MARK IS LOCATED ABOUT 400 FEET SOUTHEAST OF A POND, ABOUT 300
 HZ0487'FEET NORTH OF A TOBACCO BARN, 211 FEET SOUTH OF POWER POLE, 187 FEET
 HZ0487'WEST SOUTHWEST OF POWER POLE, 40 FEET NORTH OF AN ABANDONED 6 INCH
 HZ0487'CAST IRON WELL CASING THAT PROJECTS ABOUT 5 INCHES.  THE NEXT IS 12
 HZ0487'INCHES BELOW THE SURFACE AND THE DISK IS STAMPED I 64 T 53 1960.
 HZ0487'
 HZ0487'REFERENCE MARK 1 IS NORTH OF STATION, 1.5 FEET SOUTHEAST OF POWER
 HZ0487'POLE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I 64 T53 NO.1
 HZ0487'1960.
 HZ0487'
 HZ0487'REFERENCE MARK 2 IS EAST OF STATION, 1.9 FEET WEST OF POWER POLE.
 HZ0487'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I 64 T 53 NO.2 1960.
 HZ0487'
 HZ0487'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHWEST OF STATION, ON LAND OWNED BY
 HZ0487'MR. J.T. CARPENTER.  IT IS 66 FEET NORTH OF A 15 INCH WALNUT TREE,
 HZ0487'21 FEET SOUTH OF A 36 INCH ELM TREE, 1.5 FEET EAST OF FENCE.  THE
 HZ0487'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED I 64 T 53 1960.
 HZ0487'
 HZ0487'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0487'DEPARTMENT OF HIGHWAY SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ0487'
 HZ0487'REFERENCE MARK 2 IS 1.2 FEET WEST OF METAL WITNESS POST AND SIGN.
 HZ0487'
 HZ0487'AZIMUTH MARK IS 2.0 FEET SOUTH OF METAL WITNESS POST AND SIGN.
 HZ0487'
 HZ0487'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 HZ0487
 HZ0487                          STATION RECOVERY (1960)
 HZ0487
 HZ0487'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0487'5.4 MI SW FROM GEORGETOWN.
 HZ0487'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 25, 62,
 HZ0487'227 AND 460 IN GEORGETOWN, GO WEST ON U.S. HIGHWAYS 62, 227 AND 460
 HZ0487'FOR 1.05 MILES TO Y-FORK.  TAKE LEFT FORK AND GO SOUTHWEST ON U.S.
 HZ0487'HIGHWAY 62 FOR 3.5 MILES TO A FARM ROAD LEFT, TURN LEFT AND GO EAST
 HZ0487'ON FARM ROAD FOR 0.75 MILE TO TOP OF HILL AND STATION SITE.  LOCATED
 HZ0487'ABOUT 400 FEET SOUTHEAST OF A POND, 300 FEET NORTH OF A TOBACCO
 HZ0487'BARN, 211 FEET SOUTH OF POWER POLE, 187 FEET WEST-SOUTHWEST OF
 HZ0487'POWER POLE, 40 FEET NORTH OF AN ABANDONED 6 INCH CAST IRON WELL
 HZ0487'CASING THAT PROJECTS ABOUT 5 INCHES.  THE MARK IS 12 INCHES BELOW
 HZ0487'THE SURFACE AND IS STAMPED I 64 T 53 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0484 ***********************************************************************
 HZ0484  DESIGNATION -  I64 T 53 AZ MK
 HZ0484  PID         -  HZ0484
 HZ0484  STATE/COUNTY-  KY/SCOTT
 HZ0484  USGS QUAD   -  GEORGETOWN (1993)
 HZ0484
 HZ0484                         *CURRENT SURVEY CONTROL
 HZ0484  ___________________________________________________________________
 HZ0484* NAD 83(1986)-  38 09 27.     (N)    084 35 59.     (W)     SCALED    
 HZ0484* NAVD 88     -       276.845  (meters)     908.28   (feet)  ADJUSTED  
 HZ0484  ___________________________________________________________________
 HZ0484  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HZ0484  DYNAMIC HT  -         276.644 (meters)     907.62  (feet)  COMP
 HZ0484  MODELED GRAV-     979,896.8   (mgal)                       NAVD 88
 HZ0484
 HZ0484  VERT ORDER  -  SECOND    CLASS 0
 HZ0484
 HZ0484.The horizontal coordinates were scaled from a topographic map and have
 HZ0484.an estimated accuracy of +/- 6 seconds.
 HZ0484
 HZ0484.The orthometric height was determined by differential leveling
 HZ0484.and adjusted by the National Geodetic Survey in June 1991..
 HZ0484
 HZ0484.The geoid height was determined by GEOID03.
 HZ0484
 HZ0484.The dynamic height is computed by dividing the NAVD 88
 HZ0484.geopotential number by the normal gravity value computed on the
 HZ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0484.degrees latitude (g = 980.6199 gals.).
 HZ0484
 HZ0484.The modeled gravity was interpolated from observed gravity values.
 HZ0484
 HZ0484;                    North         East    Units  Estimated Accuracy
 HZ0484;SPC KY1Z     - 1,203,070.    1,600,800.      MT  (+/- 180 meters Scaled)
 HZ0484
 HZ0484                          SUPERSEDED SURVEY CONTROL
 HZ0484
 HZ0484  NGVD 29 (??/??/92)  277.009  (m)          908.82   (f) ADJ UNCH    2 0
 HZ0484
 HZ0484.Superseded values are not recommended for survey control.
 HZ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0484.See file dsdata.txt to determine how the superseded data were derived.
 HZ0484
 HZ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH103260(NAD 83)
 HZ0484_MARKER: DZ = AZIMUTH MARK DISK
 HZ0484_SETTING: 0 = UNSPECIFIED SETTING
 HZ0484_STAMPING: I 64 T 53 1960
 HZ0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0484
 HZ0484  HISTORY     - Date     Condition        Report By
 HZ0484  HISTORY     - 1960     MONUMENTED       PAS
 HZ0484
 HZ0484                          STATION DESCRIPTION
 HZ0484
 HZ0484'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0484'5.8 MI SW FROM GEORGETOWN.
 HZ0484'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 25, 62,
 HZ0484'227 AND 460 IN GEORGETOWN, GO WEST ON U.S. HIGHWAYS 62, 227 AND 460,
 HZ0484'FOR 1.05 MILES TO Y-FORK.  TAKE LEFT FORK AND GO SOUTHWEST ON
 HZ0484'U.S. HIGHWAY 62 FOR 3.5 MILES TO A FARM ROAD LEFT, TURN LEFT AND
 HZ0484'GO EAST ON FARM ROAD FOR 0.75 MILE TO TOP OF HILL AND STATION SITE.
 HZ0484'AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF STATION, ON LAND OWNED BY
 HZ0484'MR. J.T. CARPENTER.  IT IS 66 FEET NORTH OF A 15-INCH WALNUT
 HZ0484'TREE, 21 FEET SOUTH OF A 36-INCH ELM TREE, 1.5 FEET EAST OF A
 HZ0484'FENCE, PROJECTS 3 INCHES AN STAMPED I 64 T 53 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0492 ***********************************************************************
 HZ0492  DESIGNATION -  I64 T 54 AZ MK
 HZ0492  PID         -  HZ0492
 HZ0492  STATE/COUNTY-  KY/FAYETTE
 HZ0492  USGS QUAD   -  GEORGETOWN (1993)
 HZ0492
 HZ0492                         *CURRENT SURVEY CONTROL
 HZ0492  ___________________________________________________________________
 HZ0492* NAD 83(1986)-  38 08 35.     (N)    084 34 00.     (W)     SCALED    
 HZ0492* NAVD 88     -       282.041  (meters)     925.33   (feet)  ADJUSTED  
 HZ0492  ___________________________________________________________________
 HZ0492  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ0492  DYNAMIC HT  -         281.835 (meters)     924.65  (feet)  COMP
 HZ0492  MODELED GRAV-     979,894.2   (mgal)                       NAVD 88
 HZ0492
 HZ0492  VERT ORDER  -  SECOND    CLASS 0
 HZ0492
 HZ0492.The horizontal coordinates were scaled from a topographic map and have
 HZ0492.an estimated accuracy of +/- 6 seconds.
 HZ0492
 HZ0492.The orthometric height was determined by differential leveling
 HZ0492.and adjusted by the National Geodetic Survey in June 1991..
 HZ0492
 HZ0492.The geoid height was determined by GEOID03.
 HZ0492
 HZ0492.The dynamic height is computed by dividing the NAVD 88
 HZ0492.geopotential number by the normal gravity value computed on the
 HZ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0492.degrees latitude (g = 980.6199 gals.).
 HZ0492
 HZ0492.The modeled gravity was interpolated from observed gravity values.
 HZ0492
 HZ0492;                    North         East    Units  Estimated Accuracy
 HZ0492;SPC KY1Z     - 1,201,510.    1,603,720.      MT  (+/- 180 meters Scaled)
 HZ0492
 HZ0492                          SUPERSEDED SURVEY CONTROL
 HZ0492
 HZ0492  NGVD 29 (??/??/92)  282.204  (m)          925.86   (f) ADJ UNCH    2 0
 HZ0492
 HZ0492.Superseded values are not recommended for survey control.
 HZ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0492.See file dsdata.txt to determine how the superseded data were derived.
 HZ0492
 HZ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH132244(NAD 83)
 HZ0492_MARKER: DZ = AZIMUTH MARK DISK
 HZ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0492_STAMPING: I 64 T 54 1960
 HZ0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0492+STABILITY: SURFACE MOTION
 HZ0492
 HZ0492  HISTORY     - Date     Condition        Report By
 HZ0492  HISTORY     - 1960     MONUMENTED       PAS
 HZ0492
 HZ0492                          STATION DESCRIPTION
 HZ0492
 HZ0492'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0492'7.2 MI NW FROM LEXINGTON.
 HZ0492'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0492'BROADWAY IN LEXINGTON, GO NORTHEAST ON BROADWAY (U.S. HIGHWAY 27
 HZ0492'AND 68) FOR 2.0 MILES TO INTERSECTION OF BELT LINE HIGHWAY (U.S.
 HZ0492'HIGHWAY 25 AND 421 BY-PASS).  TURN LEFT AND GO WEST ON BELT LINE
 HZ0492'HIGHWAY FOR 1.8 MILES TO GEORGETOWN ROAD (U.S. HIGHWAY 25).  TURN
 HZ0492'RIGHT AND GO NORTH ON U.S. HIGHWAY 25 FOR 3.25 MILES TO ROAD LEFT
 HZ0492'(KEARNERY ROAD).  TURN LEFT AND GO WEST ON KEARNEY ROAD FOR 3.25
 HZ0492'MILES TO T-ROAD.  TURN RIGHT AND GO NORTH FOR 0.15 MILE TO AZIMUTH
 HZ0492'MARK ON THE RIGHT.  AZIMUTH MARK IS ABOUT 0.25 MILE EAST OF THE
 HZ0492'STATION, ON THE RIGHT-OF-WAY OF COUNTY ROAD, AT THE APPROXIMATE
 HZ0492'P.I. OF CURVE IN ROAD, 49.6 FEET NORTHEAST OF TELEPHONE POLE, 27
 HZ0492'FEET NORTHEAST OF APPROXIMATE CENTER OF ROAD, 17 FEET WEST OF
 HZ0492'FENCE CORNER, 1.4 FEET SOUTH OF FENCE AND ON A BANK ABOUT 3 FEET
 HZ0492'HIGHER THAN ROAD.  THE MARK PROJECTS 3 INCHES AND IS STAMPED
 HZ0492'I 64 T 54 1960.  AZIMUTH MARK IS 1.7 FEET SOUTHEAST OF METAL
 HZ0492'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5431 ***********************************************************************
 AI5431  DESIGNATION -  I64 T 54 AZ MK RESET
 AI5431  PID         -  AI5431
 AI5431  STATE/COUNTY-  KY/FAYETTE
 AI5431  USGS QUAD   -  GEORGETOWN (1993)
 AI5431
 AI5431                         *CURRENT SURVEY CONTROL
 AI5431  ___________________________________________________________________
 AI5431* NAD 83(1986)-  38 08 35.     (N)    084 34 00.     (W)     SCALED    
 AI5431* NAVD 88     -       282.16   (meters)     925.7    (feet)  RESET     
 AI5431  ___________________________________________________________________
 AI5431  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AI5431
 AI5431  VERT ORDER  -  THIRD
 AI5431
 AI5431.The horizontal coordinates were scaled from a topographic map and have
 AI5431.an estimated accuracy of +/- 6 seconds.
 AI5431
 AI5431.The orthometric height was computed from unverified reset data.
 AI5431.No vertical observational check was made to the station.
 AI5431
 AI5431.The geoid height was determined by GEOID03.
 AI5431
 AI5431;                    North         East    Units  Estimated Accuracy
 AI5431;SPC KY1Z     - 1,201,510.    1,603,720.      MT  (+/- 180 meters Scaled)
 AI5431
 AI5431                          SUPERSEDED SURVEY CONTROL
 AI5431
 AI5431.No superseded survey control is available for this station.
 AI5431
 AI5431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH132244(NAD 83)
 AI5431_MARKER: DZ = AZIMUTH MARK DISK
 AI5431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5431_STAMPING: I 64 T 54 KHD 1960 1980
 AI5431_MARK LOGO: NGS   
 AI5431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5431+STABILITY: SURFACE MOTION
 AI5431
 AI5431  HISTORY     - Date     Condition        Report By
 AI5431  HISTORY     - 1980     MONUMENTED       NGS
 AI5431
 AI5431                          STATION DESCRIPTION
 AI5431
 AI5431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AI5431'7.2 MILES (11.6 KM) NORTHWEST OF LEXINGTON.  IT IS LOCATED 0.2 MILE
 AI5431'(0.3 KM) EAST OF STATION I 64 T 54 KHD 1960 1980, 35 FEET (10.7 M)
 AI5431'NORTHEAST OF THE CENTERLINE OF ROAD, 1 FOOT (0.3 M) SOUTH OF FENCE, 7
 AI5431'FEET (2.1 M) NORTHWEST OF AN UNDERGROUND CABLE BOX, AND 8 FEET (2.4 M)
 AI5431'NORTHWEST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1853 ***********************************************************************
 HZ1853  DESIGNATION -  I64 T 54 RESET
 HZ1853  PID         -  HZ1853
 HZ1853  STATE/COUNTY-  KY/FAYETTE
 HZ1853  USGS QUAD   -  GEORGETOWN (1993)
 HZ1853
 HZ1853                         *CURRENT SURVEY CONTROL
 HZ1853  ___________________________________________________________________
 HZ1853* NAD 83(1993)-  38 08 31.35638(N)    084 34 10.32610(W)     ADJUSTED  
 HZ1853* NAVD 88     -       283.75   (+/-2cm)     930.9    (feet)  VERTCON   
 HZ1853  ___________________________________________________________________
 HZ1853  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 HZ1853  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ1853
 HZ1853  HORZ ORDER  -  SECOND
 HZ1853  VERT ORDER  -  THIRD (See Below)
 HZ1853
 HZ1853.The horizontal coordinates were established by classical geodetic methods
 HZ1853.and adjusted by the National Geodetic Survey in December 1995..
 HZ1853
 HZ1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ1853.The vertical order pertains to the NGVD 29 superseded value.
 HZ1853
 HZ1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1853
 HZ1853.The geoid height was determined by GEOID03.
 HZ1853
 HZ1853;                    North         East     Units Scale Factor Converg.
 HZ1853;SPC KY1Z     - 1,201,390.464 1,603,471.349   MT  0.99991565   +0 43 29.1
 HZ1853;SPC KY1Z     - 3,941,561.88  5,260,722.25   sFT  0.99991565   +0 43 29.1
 HZ1853;SPC KY N     -    71,313.143   471,989.342   MT  0.99997810   -0 11 55.6
 HZ1853;SPC KY N     -   233,966.54  1,548,518.37   sFT  0.99997810   -0 11 55.6
 HZ1853;UTM  16      - 4,224,366.241   712,991.379   MT  1.00015875   +1 30 05.9
 HZ1853
 HZ1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1853!SPC KY1Z     -   0.99996074  x   0.99991565  =   0.99987639
 HZ1853!SPC KY N     -   0.99996074  x   0.99997810  =   0.99993884
 HZ1853!UTM  16      -   0.99996074  x   1.00015875  =   1.00011948
 HZ1853
 HZ1853|---------------------------------------------------------------------|
 HZ1853| PID    Reference Object                     Distance      Geod. Az  |
 HZ1853|                                                           dddmmss.s |
 HZ1853| HZ0489 I64 T 54 RM 1                         8.565 METERS 04703     |
 HZ1853| HZ1855 I64 T 54 RM 3                         8.687 METERS 05208     |
 HZ1853| HZ0492 I64 T 54 AZ MK                                     1131219.1 |
 HZ1853| HZ0490 I64 T 54 RM 2                        23.930 METERS 31409     |
 HZ1853| HZ1854 I64 T 54 RM 4                         9.974 METERS 34636     |
 HZ1853|---------------------------------------------------------------------|
 HZ1853
 HZ1853                          SUPERSEDED SURVEY CONTROL
 HZ1853
 HZ1853  NAD 83(1986)-  38 08 31.36190(N)    084 34 10.33443(W) AD(       ) 2
 HZ1853  NAD 27      -  38 08 31.09460(N)    084 34 10.54360(W) AD(       ) 2
 HZ1853  NGVD 29 (10/08/05)  283.91   (m)          931.5    (f) RESET       3  
 HZ1853
 HZ1853.Superseded values are not recommended for survey control.
 HZ1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1853.See file dsdata.txt to determine how the superseded data were derived.
 HZ1853
 HZ1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1299124366(NAD 83)
 HZ1853_MARKER: DE = TRAVERSE STATION DISK
 HZ1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1853_STAMPING: I 64 T 54 KHD 1960 1979
 HZ1853_PROJECTION: FLUSH
 HZ1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1853+STABILITY: SURFACE MOTION
 HZ1853
 HZ1853  HISTORY     - Date     Condition        Report By
 HZ1853  HISTORY     - 1979     MONUMENTED       NGS
 HZ1853  HISTORY     - 1979     GOOD             NGS
 HZ1853
 HZ1853                          STATION DESCRIPTION
 HZ1853
 HZ1853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HZ1853'7.2 MI NW FROM LEXINGTON.
 HZ1853'6.5 MILLS NORTHWEST OF LEXINGTON, NORTH ON U.S. HIGHWAY 25 FROM
 HZ1853'ITS JUNCTION WITH NEW CIRCLE ROAD IN LEXINGTON 3.3 MILES TO KEARNEY
 HZ1853'ROAD ON LEFT, TURN LEFT ON KEARNEY ROAD FOR 3.25 MILE TO A T-ROAD
 HZ1853'RIGHT, CONTINUE WEST ON HAMILTON LANE 0.2 MILE TO MARK ON LEFT,
 HZ1853'25 FEET SOUTH OF A 24-INCH OAK TREE, 23 FEET WEST OF A 20-INCH
 HZ1853'LOCUST TREE, 14 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 HZ1853
 HZ1853                          STATION RECOVERY (1979)
 HZ1853
 HZ1853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HZ1853'THE UNDERGROUND STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE
 HZ1853'FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND DISTURBED
 HZ1853'BY A MOWING MACHINE AND A NEW SURFACE MARK WAS SET.  BOTH REFERENCE
 HZ1853'MARKS WERE DESTROYED AT THE REQUEST OF MR. HUGHES HAMILTON WHO OWNS
 HZ1853'THE ADJOINING PROPERTY.  REFERENCE MARKS 3 AND 4 WERE SET.  THE
 HZ1853'DISTANCE AND DIRECTION TO THE MARKS CHECKED.  A NEW DESCRIPTION
 HZ1853'FOLLOWS.
 HZ1853'
 HZ1853'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF LEXINGTON, 5
 HZ1853'MILES SOUTH OF GEORGETOWN AND ON ROAD RIGHT OF WAY.  IT IS 25 FEET
 HZ1853'SOUTH OF A 24 INCH LOCUST TREE, 23 FEET WEST OF A 20 INCH LOCUST TREE
 HZ1853'AND 14 FEET SOUTH OF THE CENTERLINE OF HAMILTON LANE.  THE MONUMENT
 HZ1853'IS 10 INCHES UNDERGROUND AND THE DISK IS STAMPED---I 64 T 54 KHD
 HZ1853'1960 1979---.
 HZ1853'
 HZ1853'TO REACH THE STATION FROM THE JUNCTION OF NEW CIRCLE ROAD AND
 HZ1853'U.S. HIGHWAY 25 AT THE NORTHWEST EDGE OF LEXINGTON, GO NORTH ON
 HZ1853'HIGHWAY 25, GEORGETOWN ROAD, GO NORTH ON HIGHWAY 25 FOR 3.35 MILES
 HZ1853'TO A ROAD LEFT, TURN LEFT ON KEARNEY ROAD AND GO 3.2 MILES TO A
 HZ1853'CURVE IN ROAD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON KEARNEY
 HZ1853'AND YARNALLTON ROAD FOR 0.05 MILE TO A ROAD RIGHT AND HAMILTON LANE
 HZ1853'STRAIGHT AHEAD.  CONTINUE WEST ON HAMILTON LANE FOR 0.2 MILE TO THE
 HZ1853'STATION ON THE LEFT.
 HZ1853'
 HZ1853'REFERENCE MARK 3 IS 12 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3
 HZ1853'FEET SOUTH OF EXISTING FENCE AND 16 FEET EAST OF A 24 INCH OAK
 HZ1853'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---I 64 T 54 KHD
 HZ1853'1960 NO 3 1979---.
 HZ1853'
 HZ1853'REFERENCE MARK 4 IS 12 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 HZ1853'3 FEET SOUTH OF EXISTING FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 HZ1853'IS STAMPED---I 64 T 54 KHD 1960 NO 4 1979.
 HZ1853'
 HZ1853'THE AZIMUTH MARK IS A STANDARD KHD DISK SET IN THE TOP OF A ROUND
 HZ1853'CONCRETE POST PROJECTING 4 INCHES, SET AT APPROXIMATE PI OF CURVE
 HZ1853'IN ROAD, 27 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 17 FEET WEST
 HZ1853'OF A FENCE CORNER AND 6 FEET SOUTH OF A FENCE.  THE MONUMENT PROJECTS
 HZ1853'3 INCHES AND THE DISK IS STAMPED---I-64-T 54 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0489 ***********************************************************************
 HZ0489  DESIGNATION -  I64 T 54 RM 1
 HZ0489  PID         -  HZ0489
 HZ0489  STATE/COUNTY-  KY/FAYETTE
 HZ0489  USGS QUAD   -  GEORGETOWN (1993)
 HZ0489
 HZ0489                         *CURRENT SURVEY CONTROL
 HZ0489  ___________________________________________________________________
 HZ0489* NAD 83(1986)-  38 08 31.     (N)    084 34 10.     (W)     SCALED    
 HZ0489* NAVD 88     -       284.02   (+/-2cm)     931.8    (feet)  VERTCON   
 HZ0489  ___________________________________________________________________
 HZ0489  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ0489
 HZ0489  VERT ORDER  -  ? (See Below)
 HZ0489
 HZ0489.The horizontal coordinates were scaled from a topographic map and have
 HZ0489.an estimated accuracy of +/- 6 seconds.
 HZ0489
 HZ0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0489.The vertical order pertains to the NGVD 29 superseded value.
 HZ0489
 HZ0489.The geoid height was determined by GEOID03.
 HZ0489
 HZ0489;                    North         East    Units  Estimated Accuracy
 HZ0489;SPC KY1Z     - 1,201,380.    1,603,480.      MT  (+/- 180 meters Scaled)
 HZ0489
 HZ0489                          SUPERSEDED SURVEY CONTROL
 HZ0489
 HZ0489  NGVD 29 (??/??/92)  284.182  (m)          932.35   (f) ADJ UNCH    ?  
 HZ0489
 HZ0489.Superseded values are not recommended for survey control.
 HZ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0489.See file dsdata.txt to determine how the superseded data were derived.
 HZ0489
 HZ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH130243(NAD 83)
 HZ0489_MARKER: DR = REFERENCE MARK DISK
 HZ0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0489_STAMPING: I 64 T 54 NO 1 1960
 HZ0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0489+STABILITY: SURFACE MOTION
 HZ0489
 HZ0489  HISTORY     - Date     Condition        Report By
 HZ0489  HISTORY     - 1960     MONUMENTED       PAS
 HZ0489
 HZ0489                          STATION DESCRIPTION
 HZ0489
 HZ0489'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0489'7.4 MI NW FROM LEXINGTON.
 HZ0489'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0489'BROADWAY IN LEXINGTON, GO NORTHEAST ON BROADWAY (U.S. HIGHWAY 27
 HZ0489'AND 68) FOR 2.0 MILES TO INTERSECTION OF BELT LINE HIGHWAY (U.S.
 HZ0489'HIGHWAY 25 AND 421 BY-PASS).  TURN LEFT AND GO WEST ON BELT LINE
 HZ0489'HIGHWAY FOR 1.8 MILES TO GEORGETOWN ROAD (U.S. HIGHWAY 25).  TURN
 HZ0489'RIGHT AND GO NORTH ON U.S. HIGHWAY 25 FOR 3.25 MILES TO ROAD LEFT
 HZ0489'(KEARNEY ROAD).  TURN LEFT AND GO WEST ON KEARNEY ROAD FOR 3.25 MILES
 HZ0489'TO T-ROAD.  TURN RIGHT AND GO NORTH FOR 0.15 MILE TO AZIMUTH MARK
 HZ0489'ON THE RIGHT.  AT THIS POINT ROAD CURVES SHARP TO THE LEFT.  CONTINUE
 HZ0489'WEST FOR 0.25 MILE TO STATION ON LEFT.  RFERENCE MARK 1 IS NORTHEAST
 HZ0489'OF THE STATION, 30 FEET NORTH OF AN 18 INCH TWIN TRUNK LOCUST TREE,
 HZ0489'15 FEET EAST OF A 20-INCH LOCUST TREE, 13 FEET NORTH OF APPROXIMATE
 HZ0489'CENTER OF ROAD, 1.5 FEET SOUTH OF FENCE, SET FLUSH AND STAMPED
 HZ0489'I 64 T 54 NO. 1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0490 ***********************************************************************
 HZ0490  DESIGNATION -  I64 T 54 RM 2
 HZ0490  PID         -  HZ0490
 HZ0490  STATE/COUNTY-  KY/FAYETTE
 HZ0490  USGS QUAD   -  GEORGETOWN (1993)
 HZ0490
 HZ0490                         *CURRENT SURVEY CONTROL
 HZ0490  ___________________________________________________________________
 HZ0490* NAD 83(1986)-  38 08 31.     (N)    084 34 10.     (W)     SCALED    
 HZ0490* NAVD 88     -       283.68   (+/-2cm)     930.7    (feet)  VERTCON   
 HZ0490  ___________________________________________________________________
 HZ0490  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ0490
 HZ0490  VERT ORDER  -  ? (See Below)
 HZ0490
 HZ0490.The horizontal coordinates were scaled from a topographic map and have
 HZ0490.an estimated accuracy of +/- 6 seconds.
 HZ0490
 HZ0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0490.The vertical order pertains to the NGVD 29 superseded value.
 HZ0490
 HZ0490.The geoid height was determined by GEOID03.
 HZ0490
 HZ0490;                    North         East    Units  Estimated Accuracy
 HZ0490;SPC KY1Z     - 1,201,380.    1,603,480.      MT  (+/- 180 meters Scaled)
 HZ0490
 HZ0490                          SUPERSEDED SURVEY CONTROL
 HZ0490
 HZ0490  NGVD 29 (??/??/92)  283.839  (m)          931.23   (f) ADJ UNCH    ?  
 HZ0490
 HZ0490.Superseded values are not recommended for survey control.
 HZ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0490.See file dsdata.txt to determine how the superseded data were derived.
 HZ0490
 HZ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH130243(NAD 83)
 HZ0490_MARKER: DR = REFERENCE MARK DISK
 HZ0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0490_STAMPING: I 64 T 54 NO 2 1960
 HZ0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0490+STABILITY: SURFACE MOTION
 HZ0490
 HZ0490  HISTORY     - Date     Condition        Report By
 HZ0490  HISTORY     - 1960     MONUMENTED       PAS
 HZ0490
 HZ0490                          STATION DESCRIPTION
 HZ0490
 HZ0490'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0490'7.4 MI NW FROM LEXINGTON.
 HZ0490'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0490'BROADWAY IN LEXINGTON, GO NORTHEAST ON BROADWAY (U.S. HIGHWAY 27
 HZ0490'AND 68) FOR 2.0 MILES TO INTERSECTION OF BELT LINE HIGHWAY (U.S.
 HZ0490'HIGHWAY 25 AND 421 BY-PASS).  TURN LEFT AND GO WEST ON BELT LINE
 HZ0490'HIGHWAY FOR 1.8 MILES TO GEORGETOWN ROAD (U.S. HIGHWAY 25).  TURN
 HZ0490'RIGHT AND GO NORTH ON U.S. HIGHWAY 25 FOR 3.25 MILES TO ROAD LEFT
 HZ0490'(KEARNERY ROAD).  TURN LEFT AND GO WEST ON KEARNEY ROAD FOR 3.25
 HZ0490'MILES TO T-ROAD.  TURN RIGHT AND GO NORTH FOR 0.15 MILE TO AZIMUTH
 HZ0490'MARK ON THE RIGHT.  AT THIS POINT ROAD CURVES SHARP TO THE LEFT.
 HZ0490'CONTINUE WEST FOR 0.25 MILE TO STATION ON LEFT.  REFERENCE MARK 2
 HZ0490'IS NORTHWEST OF STATION, 26 FEET NORTHEAST OF TELEPHONE POLE, 19
 HZ0490'FEET EAST OF A 15-INCH LOCUST TREE, 13 FEET NORTH OF APPROXIMATE
 HZ0490'CENTER OF ROAD AND 2 FEET SOUTH OF FENCE, SET FLUSH AND STAMPED
 HZ0490'I 64 T 54 NO. 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1855 ***********************************************************************
 HZ1855  DESIGNATION -  I64 T 54 RM 3
 HZ1855  PID         -  HZ1855
 HZ1855  STATE/COUNTY-  KY/FAYETTE
 HZ1855  USGS QUAD   -  GEORGETOWN (1993)
 HZ1855
 HZ1855                         *CURRENT SURVEY CONTROL
 HZ1855  ___________________________________________________________________
 HZ1855* NAD 83(1986)-  38 08 31.     (N)    084 34 10.     (W)     SCALED    
 HZ1855* NAVD 88     -       283.84   (+/-2cm)     931.2    (feet)  VERTCON   
 HZ1855  ___________________________________________________________________
 HZ1855  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ1855
 HZ1855  VERT ORDER  -  THIRD (See Below)
 HZ1855
 HZ1855.The horizontal coordinates were scaled from a topographic map and have
 HZ1855.an estimated accuracy of +/- 6 seconds.
 HZ1855
 HZ1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ1855.The vertical order pertains to the NGVD 29 superseded value.
 HZ1855
 HZ1855.The geoid height was determined by GEOID03.
 HZ1855
 HZ1855;                    North         East    Units  Estimated Accuracy
 HZ1855;SPC KY1Z     - 1,201,380.    1,603,480.      MT  (+/- 180 meters Scaled)
 HZ1855
 HZ1855                          SUPERSEDED SURVEY CONTROL
 HZ1855
 HZ1855  NGVD 29 (10/08/05)  284.00   (m)          931.8    (f) RESET       3  
 HZ1855
 HZ1855.Superseded values are not recommended for survey control.
 HZ1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1855.See file dsdata.txt to determine how the superseded data were derived.
 HZ1855
 HZ1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH130243(NAD 83)
 HZ1855_MARKER: DR = REFERENCE MARK DISK
 HZ1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1855_STAMPING: I 64 T 54 KHD 1960 NO 3 1979
 HZ1855_PROJECTION: FLUSH
 HZ1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1855+STABILITY: SURFACE MOTION
 HZ1855
 HZ1855  HISTORY     - Date     Condition        Report By
 HZ1855  HISTORY     - 1979     MONUMENTED       NGS
 HZ1855
 HZ1855                          STATION DESCRIPTION
 HZ1855
 HZ1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HZ1855'5.0 MI SOUTH FROM LEXINGTON.
 HZ1855'6.5 MILES NORTHWEST OF LEXINGTON, NORTH ON U.S. HIGHWAY 25 FROM
 HZ1855'ITS JUNCTION WITH NEW CIRCLE ROAD IN LEXINGTON 3.3 MILLS TO
 HZ1855'KEARNEY ROAD ON LEFT, TURN LEFT ON KEARNEY ROAD FOR 3.25 MILE TO A
 HZ1855'T-ROAD RIGHT, CONTINUE WEST ON HAMILTON LANE 0.2 MILE TO MARK ON
 HZ1855'LEFT, 28.5 FEET NORTHEAST OF TRAVERSE STATION I-64 T 54 KHD 1960
 HZ1855'1979 12 FEET NORTH OF THE CENTERLINE OF HAMILTON LANE, 3 FEET
 HZ1855'SOUTH OF EXISTING FENCE AND 16 FEET EAST OF A 24-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1854 ***********************************************************************
 HZ1854  DESIGNATION -  I64 T 54 RM 4
 HZ1854  PID         -  HZ1854
 HZ1854  STATE/COUNTY-  KY/FAYETTE
 HZ1854  USGS QUAD   -  GEORGETOWN (1993)
 HZ1854
 HZ1854                         *CURRENT SURVEY CONTROL
 HZ1854  ___________________________________________________________________
 HZ1854* NAD 83(1986)-  38 08 31.     (N)    084 34 10.     (W)     SCALED    
 HZ1854* NAVD 88     -       283.82   (+/-2cm)     931.2    (feet)  VERTCON   
 HZ1854  ___________________________________________________________________
 HZ1854  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ1854
 HZ1854  VERT ORDER  -  THIRD (See Below)
 HZ1854
 HZ1854.The horizontal coordinates were scaled from a topographic map and have
 HZ1854.an estimated accuracy of +/- 6 seconds.
 HZ1854
 HZ1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ1854.The vertical order pertains to the NGVD 29 superseded value.
 HZ1854
 HZ1854.The geoid height was determined by GEOID03.
 HZ1854
 HZ1854;                    North         East    Units  Estimated Accuracy
 HZ1854;SPC KY1Z     - 1,201,380.    1,603,480.      MT  (+/- 180 meters Scaled)
 HZ1854
 HZ1854                          SUPERSEDED SURVEY CONTROL
 HZ1854
 HZ1854  NGVD 29 (10/08/05)  283.98   (m)          931.7    (f) RESET       3  
 HZ1854
 HZ1854.Superseded values are not recommended for survey control.
 HZ1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1854.See file dsdata.txt to determine how the superseded data were derived.
 HZ1854
 HZ1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH130243(NAD 83)
 HZ1854_MARKER: DR = REFERENCE MARK DISK
 HZ1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1854_STAMPING: I 64 T 54 KHD 1960 NO 4 1979
 HZ1854_PROJECTION: FLUSH
 HZ1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1854+STABILITY: SURFACE MOTION
 HZ1854
 HZ1854  HISTORY     - Date     Condition        Report By
 HZ1854  HISTORY     - 1979     MONUMENTED       NGS
 HZ1854
 HZ1854                          STATION DESCRIPTION
 HZ1854
 HZ1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HZ1854'7.2 MI NW FROM LEXINGTON.
 HZ1854'6.5 MILES NORTHWEST OF LEXINGTON, NORTH ON U.S. HIGHWAY 25 FROM
 HZ1854'ITS JUNCTION WITH NEW CIRCLE ROAD IN LEXINGTON 3.3 MILES TO
 HZ1854'KEARNEY ROAD ON LEFT, TURN LEFT ON KEARNEY ROAD FOR 3.25 MILE TO
 HZ1854'A T-ROAD RIGHT, CONTINUE WEST ON HAMILTON LANE 0.2 MILE TO MARK
 HZ1854'ON LEFT, 32.7 FEET NORTHWEST OF TRAVERSE STATION I 64 T 54 KHD
 HZ1854'1960 1979, 12 FEET NORTH OF THE CENTERLINE OF HAMILTON LANE, AND
 HZ1854'3 FEET SOUTH OF EXISTING FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0494 ***********************************************************************
 HZ0494  DESIGNATION -  I64 T 55 AZ MK
 HZ0494  PID         -  HZ0494
 HZ0494  STATE/COUNTY-  KY/FAYETTE
 HZ0494  USGS QUAD   -  GEORGETOWN (1993)
 HZ0494
 HZ0494                         *CURRENT SURVEY CONTROL
 HZ0494  ___________________________________________________________________
 HZ0494* NAD 83(1986)-  38 07 51.     (N)    084 33 17.     (W)     SCALED    
 HZ0494* NAVD 88     -       287.398  (meters)     942.90   (feet)  ADJUSTED  
 HZ0494  ___________________________________________________________________
 HZ0494  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ0494  DYNAMIC HT  -         287.189 (meters)     942.22  (feet)  COMP
 HZ0494  MODELED GRAV-     979,893.1   (mgal)                       NAVD 88
 HZ0494
 HZ0494  VERT ORDER  -  SECOND    CLASS 0
 HZ0494
 HZ0494.The horizontal coordinates were scaled from a topographic map and have
 HZ0494.an estimated accuracy of +/- 6 seconds.
 HZ0494
 HZ0494.The orthometric height was determined by differential leveling
 HZ0494.and adjusted by the National Geodetic Survey in June 1991..
 HZ0494
 HZ0494.The geoid height was determined by GEOID03.
 HZ0494
 HZ0494.The dynamic height is computed by dividing the NAVD 88
 HZ0494.geopotential number by the normal gravity value computed on the
 HZ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0494.degrees latitude (g = 980.6199 gals.).
 HZ0494
 HZ0494.The modeled gravity was interpolated from observed gravity values.
 HZ0494
 HZ0494;                    North         East    Units  Estimated Accuracy
 HZ0494;SPC KY1Z     - 1,200,160.    1,604,790.      MT  (+/- 180 meters Scaled)
 HZ0494
 HZ0494                          SUPERSEDED SURVEY CONTROL
 HZ0494
 HZ0494  NGVD 29 (??/??/92)  287.560  (m)          943.44   (f) ADJ UNCH    2 0
 HZ0494
 HZ0494.Superseded values are not recommended for survey control.
 HZ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0494.See file dsdata.txt to determine how the superseded data were derived.
 HZ0494
 HZ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH143231(NAD 83)
 HZ0494_MARKER: DZ = AZIMUTH MARK DISK
 HZ0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0494_SP_SET: MONUMENT
 HZ0494_STAMPING: I 64 T 55 1960
 HZ0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0494
 HZ0494  HISTORY     - Date     Condition        Report By
 HZ0494  HISTORY     - 1960     MONUMENTED       KYHD
 HZ0494  HISTORY     - 1971     GOOD             NGS
 HZ0494
 HZ0494                          STATION DESCRIPTION
 HZ0494
 HZ0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HZ0494'5 MI S FROM GEORGETOWN.
 HZ0494'THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS ABOUT 0.25 OF A
 HZ0494'MILE SOUTHWEST OF THE I 64 T 55 1960 1971 TRAVERSE STATION SITE,
 HZ0494'ON THE PROPERTY OF MR. GEORGE ARNOLD, 34 FEET SOUTHWEST OF THE
 HZ0494'SOUTHWEST CORNER OF A LARGE BARN, 12 FEET NORTHEAST OF THE
 HZ0494'APPROXIMATE CENTER OF A FARM LANE, 10 FEET NORTHWEST OF A WOODEN
 HZ0494'FENCE, 3.5 FEET EAST OF A GUYED POWERLINE TRANSFORMER POLE, AND 3.0
 HZ0494'FEET EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 HZ0494'KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN THE TOP OF
 HZ0494'A 10-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 HZ0494'STAMPED I64-T55 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0498 ***********************************************************************
 HZ0498  DESIGNATION -  I64 T 55 RESET
 HZ0498  PID         -  HZ0498
 HZ0498  STATE/COUNTY-  KY/FAYETTE
 HZ0498  USGS QUAD   -  GEORGETOWN (1993)
 HZ0498
 HZ0498                         *CURRENT SURVEY CONTROL
 HZ0498  ___________________________________________________________________
 HZ0498* NAD 83(1986)-  38 07 57.     (N)    084 33 10.     (W)     SCALED    
 HZ0498* NAVD 88     -       289.81   (meters)     950.8    (feet)  RESET     
 HZ0498  ___________________________________________________________________
 HZ0498  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ0498
 HZ0498  VERT ORDER  -  THIRD
 HZ0498
 HZ0498.The horizontal coordinates were scaled from a topographic map and have
 HZ0498.an estimated accuracy of +/- 6 seconds.
 HZ0498
 HZ0498.The orthometric height was computed from unverified reset data.
 HZ0498.No vertical observational check was made to the station.
 HZ0498
 HZ0498.The geoid height was determined by GEOID03.
 HZ0498
 HZ0498;                    North         East    Units  Estimated Accuracy
 HZ0498;SPC KY1Z     - 1,200,350.    1,604,950.      MT  (+/- 180 meters Scaled)
 HZ0498
 HZ0498                          SUPERSEDED SURVEY CONTROL
 HZ0498
 HZ0498  NGVD 29 (??/??/??)  289.97   (m)          951.3    (f) RESET       3  
 HZ0498
 HZ0498.Superseded values are not recommended for survey control.
 HZ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0498.See file dsdata.txt to determine how the superseded data were derived.
 HZ0498
 HZ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH144233(NAD 83)
 HZ0498_MARKER: DE = TRAVERSE STATION DISK
 HZ0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0498_STAMPING: I64-T55 1960 1970
 HZ0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0498+STABILITY: SURFACE MOTION
 HZ0498
 HZ0498  HISTORY     - Date     Condition        Report By
 HZ0498  HISTORY     - 1971     MONUMENTED       NGS
 HZ0498  HISTORY     - 1971     GOOD             NGS
 HZ0498
 HZ0498                          STATION DESCRIPTION
 HZ0498
 HZ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HZ0498'THE STATION MARK, REFERENCE MARK NO.2 AND THE AZIMUTH MARK WERE
 HZ0498'RECOVERED IN GOOD CONDITION.  HOWEVER, THE MARKS WERE NOW IN AN
 HZ0498'EXERCISE LOT FOR HORSES AND THE OWNER REQUESTED THAT THEY BE LOWERED.
 HZ0498'REFERENCE MARK NO.1 WAS FOUND DESTROYED AND THE DISK RECOVERED.  THE
 HZ0498'CONCRETE MONUMENT FOR REFERENCE MARK NO.2 WAS REMOVED, AND THE
 HZ0498'MONUMENT RESET IN A NEW LOCATION AND THE DISK ALTERED TO ROAD I64 T55
 HZ0498'1960 NO 4 1971, AND AN ELEVATION WAS TRANSFERRED TO IT FROM BENCH
 HZ0498'MARK I64 T55 1960.  A FIRM PLUMBING BENCH WAS THEN ERECTED OVER THE
 HZ0498'STATION MARK AND THE POINT HELD, AFTER WHICH THE SURFACE MONUMENT WAS
 HZ0498'REMOVED AND THE STATION LOWERED IN ITS EXACT, ORIGINAL, HORIZONTAL
 HZ0498'POSITION.  A NEW REFERENCE MARK NO.3 WAS ESTABLISHED.  THE AZIMUTH
 HZ0498'MARK WAS AT PRESENT OBSTRUCTED BY A LARGE FUEL SUPPLY TANK.  THE
 HZ0498'STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED TO THE
 HZ0498'NEWLY SET REFERENCE MARKS USING LEXINGTON, PUBLIC HEALTH SERVICE
 HZ0498'WATER TANK 1949 AS THE INITIAL.  AS ALL MARKS AT THIS STATION WERE
 HZ0498'BENCH MARKS, ELEVATIONS WERE TRANSFERRED BACK TO THE LOWERED
 HZ0498'STATION MARK AND REFERENCE MARK NO 3 FROM PROVIOUSLY ESTABLISHED
 HZ0498'BENCH MARK I64 T55 RM 4 1971.
 HZ0498'
 HZ0498'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HZ0498'
 HZ0498'THE STATION IS LOCATED ON THE PROPERTY OF MR GEORGE ARNOLD, ABOUT 6.5
 HZ0498'MILES NORTHWEST OF LEXINGTON AND 5 MILES SOUTH OF GEORGETOWN.
 HZ0498'
 HZ0498'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 25, 62, 227
 HZ0498'AND 460 IN GEORGETOWN, GO SOUTH SOUTHEASTERLY ON U.S. HIGHWAY 25 FOR
 HZ0498'6.9 MILES TO KEARNEY ROAD ON THE RIGHT.  HERE TURN RIGHT ON KEARNEY
 HZ0498'ROAD AND GO WESTERLY FOR 2.25 MILES TO THE FAIR ACRES FARM OF MR.
 HZ0498'GEORGE ARNOLD AND A FARM LANE RIGHT.  HERE TURN RIGHT ON THIS FARM
 HZ0498'LANE AND GO NORTHERLY FOR ABOUT 20 YARDS TO THE AZIMUTH MARK ON THE
 HZ0498'RIGHT AS DESCRIBED.  CONTINUE NORTHERLY ON THE FARM LANE FOR 0.25 OF
 HZ0498'A MILE TO A LARGE BARN AND THE STATION ON THE LEFT IN HORSE
 HZ0498'EXCERCISING LOT AS DESCRIBED.
 HZ0498'
 HZ0498'THE STATION IS 65 FEET NORTHEAST OF A WOODEN FENCE, 40 FEET NORTHEAST
 HZ0498'OF THE EAST GATE POST OF A LARGE GATE, 6 FEET NORTHWEST OF THE
 HZ0498'NORTHWEST CORNER OF A LARGE BARN, AND 2 FEET NORTHWEST OF A WOODEN
 HZ0498'FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS OF
 HZ0498'CONCRETE ABOUT 2 INCHES BELOW THE GROUND AND THE DISK IS STAMPED I64
 HZ0498'T55 1960 1971.
 HZ0498'
 HZ0498'REFERENCE MARK NO.3 IS 22 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 HZ0498'THE LARGE BARN, 15 FEET NORTHWEST OF THE CENTER OF THE BARN DOORS
 HZ0498'AND 1 FOOT WEST OF THE WEST END OF THE BARN WALL.  IT IS A STANDARD
 HZ0498'DISK SET IN THE TOP OF AN 11 INCH, ROUND, FLUSH, CONCRETE MONUMENT
 HZ0498'AND THE DISK IS STAMPED I64 T55 1960 NO 3 1971.
 HZ0498'
 HZ0498'REFERENCE MARK NO.4 IS 9 FEET SOUTHEAST OF A V FENCE CORNER, 6 FEET
 HZ0498'NORTHEAST OF A WOODEN FENCE, 6 FEET WEST OF THE WEST GATE POST OF
 HZ0498'THE LARGE GATE, AND 1 FOOT SOUTHWEST OF A WOODEN FENCE.  IT IS A
 HZ0498'STANDARD KENTUCKY DEPARTMENT OF HIGHWAY REFERENCE MARK DISK SET IN
 HZ0498'THE TOP OF A 10 INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 HZ0498'STAMPED I64 T55 1960 NO 4 1971.
 HZ0498'
 HZ0498'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 3 AND
 HZ0498'REFERENCE MARK NO 4 IS 67.90 FEET 26.694 METERS.
 HZ0498'
 HZ0498'THE AZIMUTH MARK IS 34 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HZ0498'LARGE BARN, 12 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A FARM
 HZ0498'LANE, 10 FEET NORTHWEST OF A WOODEN FENCE, 3.5 FEET EAST OF A GUYED
 HZ0498'POWERLINE TRANSFORMER POLE, AND 3.0 FEET EAST OF A METAL WITNASS
 HZ0498'POST AND SIGN.  IT IS A STANDARD KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0498'AZIMUTH MARK DISK SET IN THE TOP OF A 10 INCH, ROUND, FLUSH
 HZ0498'CONCRETE MONUMENT AND THE DISK IS STAMPED I64 T55 1960.
 HZ0498'
 HZ0498'NOTE DUE TO THE MARKS AT THE STATION SITE BEING IN AN AREA WHERE
 HZ0498'SPIRITED HORSES EXERCISE, NO WITNESS POST WERE SET.
 HZ0498
 HZ0498                          STATION RECOVERY (1971)
 HZ0498
 HZ0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HZ0498'5 MI S FROM GEORGETOWN.
 HZ0498'6.9 MILES SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 25 FROM ITS JUNCTION
 HZ0498'WITH U.S. HIGHWAYS 62, 227 AND 460 IN GEORGETOWN TO KEARNEY ROAD
 HZ0498'ON THE RIGHT, THENCE RIGHT, WESTERLY, ON KEARNEY ROAD FOR 2.25 MILES
 HZ0498'TO THE FAIR ACRES FARM OF MR. GEORGE ARNOLD AND A FARM LANE RIGHT,
 HZ0498'THENCE RIGHT, NORTHERLY, ON THIS FARM LANE FOR 0.25 OF A MILE TO A
 HZ0498'LARGE BARN AND THE I64-T55 1960 1971 TRAVERSE STATION SITE, 65 FEET
 HZ0498'NORTHEAST OF A WOODEN FENCE, 59.24 FEET NORTHEAST OF I 64 T 55 1960
 HZ0498'1971 R.M. 4, 40 FEET NORTHEAST OF THE EAST GATE POST OF A LARGE GATE,
 HZ0498'28.59 FEET NORTHWEST OF I 64 T 55 1960 1971 R.M. 3, 6 FEET
 HZ0498'NORTHWEST OF THE NORTHWEST CORNER OF A LARGE BARN, AND 2 FEET
 HZ0498'NORTHWEST OF A WOODEN FENCE.  A STANDARD TRAVERSE STATION DISK SET
 HZ0498'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 2 INCHES BELOW
 HZ0498'THE GROUND AND THE DISK IS STAMPED I64-T55 1960 1971.  AN ELEVATION
 HZ0498'WAS TRANSFERRED TO THIS MARK FROM BENCH MARK I 64 T 55 1960 1971
 HZ0498'R.M. 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0499 ***********************************************************************
 HZ0499  DESIGNATION -  I64 T 55 RM 3
 HZ0499  PID         -  HZ0499
 HZ0499  STATE/COUNTY-  KY/FAYETTE
 HZ0499  USGS QUAD   -  GEORGETOWN (1993)
 HZ0499
 HZ0499                         *CURRENT SURVEY CONTROL
 HZ0499  ___________________________________________________________________
 HZ0499* NAD 83(1986)-  38 07 57.     (N)    084 33 09.     (W)     SCALED    
 HZ0499* NAVD 88     -       289.85   (meters)     950.9    (feet)  RESET     
 HZ0499  ___________________________________________________________________
 HZ0499  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ0499
 HZ0499  VERT ORDER  -  THIRD
 HZ0499
 HZ0499.The horizontal coordinates were scaled from a topographic map and have
 HZ0499.an estimated accuracy of +/- 6 seconds.
 HZ0499
 HZ0499.The orthometric height was computed from unverified reset data.
 HZ0499.No vertical observational check was made to the station.
 HZ0499
 HZ0499.The geoid height was determined by GEOID03.
 HZ0499
 HZ0499;                    North         East    Units  Estimated Accuracy
 HZ0499;SPC KY1Z     - 1,200,350.    1,604,980.      MT  (+/- 180 meters Scaled)
 HZ0499
 HZ0499                          SUPERSEDED SURVEY CONTROL
 HZ0499
 HZ0499  NGVD 29 (10/08/05)  290.01   (m)          951.5    (f) RESET       3  
 HZ0499
 HZ0499.Superseded values are not recommended for survey control.
 HZ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0499.See file dsdata.txt to determine how the superseded data were derived.
 HZ0499
 HZ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH145233(NAD 83)
 HZ0499_MARKER: DR = REFERENCE MARK DISK
 HZ0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0499_STAMPING: I64-T55 1960 NO 3 1971
 HZ0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0499+STABILITY: SURFACE MOTION
 HZ0499
 HZ0499  HISTORY     - Date     Condition        Report By
 HZ0499  HISTORY     - 1971     MONUMENTED       NGS
 HZ0499
 HZ0499                          STATION DESCRIPTION
 HZ0499
 HZ0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HZ0499'5 MI S FROM GEORGETOWN.
 HZ0499'THIS MARK IS AT THE I64-T55 1960 1971 TRAVERSE STATION SITE, 67.90
 HZ0499'FEET EAST-NORTHEAST OF I 64 T 55 1960 1971 R.M. 4, 28.59 FEET
 HZ0499'SOUTHEAST OF I 64 T 55 1960 1971, 22 FEET SOUTHEAST OF THE NORTHWEST
 HZ0499'CORNER OF A LARGE BARN, 15 FEET NORTHWEST OF THE CENTER OF THE
 HZ0499'BARN DOORS, AND 1 FOOT WEST OF THE WEST END OF THE BARN WALL.  IT
 HZ0499'IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF AN 11-INCH,
 HZ0499'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED I64-T55
 HZ0499'1960 NO 3 1971.  AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM
 HZ0499'BENCH MARK I 64 T 55 1960 1971 R.M. 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0500 ***********************************************************************
 HZ0500  DESIGNATION -  I64 T 55 RM 4
 HZ0500  PID         -  HZ0500
 HZ0500  STATE/COUNTY-  KY/FAYETTE
 HZ0500  USGS QUAD   -  GEORGETOWN (1993)
 HZ0500
 HZ0500                         *CURRENT SURVEY CONTROL
 HZ0500  ___________________________________________________________________
 HZ0500* NAD 83(1986)-  38 07 57.     (N)    084 33 09.     (W)     SCALED    
 HZ0500* NAVD 88     -       289.67   (meters)     950.4    (feet)  RESET     
 HZ0500  ___________________________________________________________________
 HZ0500  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ0500
 HZ0500  VERT ORDER  -  THIRD
 HZ0500
 HZ0500.The horizontal coordinates were scaled from a topographic map and have
 HZ0500.an estimated accuracy of +/- 6 seconds.
 HZ0500
 HZ0500.The orthometric height was computed from unverified reset data.
 HZ0500.No vertical observational check was made to the station.
 HZ0500
 HZ0500.The geoid height was determined by GEOID03.
 HZ0500
 HZ0500;                    North         East    Units  Estimated Accuracy
 HZ0500;SPC KY1Z     - 1,200,350.    1,604,980.      MT  (+/- 180 meters Scaled)
 HZ0500
 HZ0500                          SUPERSEDED SURVEY CONTROL
 HZ0500
 HZ0500  NGVD 29 (??/??/??)  289.83   (m)          950.9    (f) RESET       3  
 HZ0500
 HZ0500.Superseded values are not recommended for survey control.
 HZ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0500.See file dsdata.txt to determine how the superseded data were derived.
 HZ0500
 HZ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH145233(NAD 83)
 HZ0500_MARKER: DR = REFERENCE MARK DISK
 HZ0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0500_STAMPING: I64-T55 1960 NO 4 1971
 HZ0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0500+STABILITY: SURFACE MOTION
 HZ0500
 HZ0500  HISTORY     - Date     Condition        Report By
 HZ0500  HISTORY     - 1971     MONUMENTED       NGS
 HZ0500
 HZ0500                          STATION DESCRIPTION
 HZ0500
 HZ0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HZ0500'5 MI S FROM GEORGETOWN.
 HZ0500'THIS MARK IS AT THE I64-T55 1960 1970 TRAVERSE STATION SITE, 67.90
 HZ0500'FEET WEST-SOUTHWEST OF I 64 T 55 1960 1971 R.M. 3, 59.24 FEET
 HZ0500'SOUTHWEST OF I 64 T 55 1960 1971, 9 FEET SOUTHEAST OF A V FENCE
 HZ0500'CORNER, 6 FEET NORTHEAST OF A WOODEN FENCE, 6 FEET WEST OF A WEST
 HZ0500'GATE POST OF A LARGE GATE, AND 1 FOOT SOUTHWEST OF A WOODEN FENCE.
 HZ0500'IT IS A STANDARD KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK
 HZ0500'DISK SET IN THE TOP OF A 10-INCH, ROUND, FLUSH, CONCRETE MONUMENT
 HZ0500'AND THE DISK IS STAMPED I64-T55 1960 NO 4 1971.  AN ELEVATION
 HZ0500'WAS TRANSFERRED TO THIS MARK FROM BENCH MARK I 64 T 55 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0503 ***********************************************************************
 HZ0503  DESIGNATION -  I64 T 56
 HZ0503  PID         -  HZ0503
 HZ0503  STATE/COUNTY-  KY/FAYETTE
 HZ0503  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0503
 HZ0503                         *CURRENT SURVEY CONTROL
 HZ0503  ___________________________________________________________________
 HZ0503* NAD 83(1993)-  38 07 17.93045(N)    084 32 50.80871(W)     ADJUSTED  
 HZ0503* NAVD 88     -       293.776  (meters)     963.83   (feet)  ADJUSTED  
 HZ0503  ___________________________________________________________________
 HZ0503  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 HZ0503  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ0503  DYNAMIC HT  -         293.562 (meters)     963.13  (feet)  COMP
 HZ0503  MODELED GRAV-     979,892.4   (mgal)                       NAVD 88
 HZ0503
 HZ0503  HORZ ORDER  -  SECOND
 HZ0503  VERT ORDER  -  SECOND    CLASS 0
 HZ0503
 HZ0503.The horizontal coordinates were established by classical geodetic methods
 HZ0503.and adjusted by the National Geodetic Survey in December 1995..
 HZ0503
 HZ0503.The orthometric height was determined by differential leveling
 HZ0503.and adjusted by the National Geodetic Survey in June 1991..
 HZ0503
 HZ0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0503
 HZ0503.The geoid height was determined by GEOID03.
 HZ0503
 HZ0503.The dynamic height is computed by dividing the NAVD 88
 HZ0503.geopotential number by the normal gravity value computed on the
 HZ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0503.degrees latitude (g = 980.6199 gals.).
 HZ0503
 HZ0503.The modeled gravity was interpolated from observed gravity values.
 HZ0503
 HZ0503;                    North         East     Units Scale Factor Converg.
 HZ0503;SPC KY1Z     - 1,199,151.619 1,605,436.508   MT  0.99991407   +0 44 18.0
 HZ0503;SPC KY1Z     - 3,934,216.60  5,267,169.61   sFT  0.99991407   +0 44 18.0
 HZ0503;SPC KY N     -    69,042.771   473,918.288   MT  0.99998017   -0 11 06.1
 HZ0503;SPC KY N     -   226,517.82  1,554,846.92   sFT  0.99998017   -0 11 06.1
 HZ0503;UTM  16      - 4,222,153.686   714,987.199   MT  1.00016927   +1 30 52.6
 HZ0503
 HZ0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0503!SPC KY1Z     -   0.99995916  x   0.99991407  =   0.99987323
 HZ0503!SPC KY N     -   0.99995916  x   0.99998017  =   0.99993933
 HZ0503!UTM  16      -   0.99995916  x   1.00016927  =   1.00012842
 HZ0503
 HZ0503|---------------------------------------------------------------------|
 HZ0503| PID    Reference Object                     Distance      Geod. Az  |
 HZ0503|                                                           dddmmss.s |
 HZ0503| HZ0502 I64 T 56 RM 1                        39.313 METERS 16138     |
 HZ0503| HZ2469 US PUBLIC HEALTH HOSP TANK          APPROX. 1.7 KM 2095647.6 |
 HZ0503| DC2276 I64 T 56 AZ MK                                     2273236.8 |
 HZ0503| HZ0501 I64 T 56 RM 2                        62.160 METERS 26258     |
 HZ0503|---------------------------------------------------------------------|
 HZ0503
 HZ0503                          SUPERSEDED SURVEY CONTROL
 HZ0503
 HZ0503  NAD 83(1986)-  38 07 17.93599(N)    084 32 50.81720(W) AD(       ) 2
 HZ0503  NAD 27      -  38 07 17.66630(N)    084 32 51.02940(W) AD(       ) 2
 HZ0503  NGVD 29 (??/??/92)  293.938  (m)          964.36   (f) ADJ UNCH    2 0
 HZ0503
 HZ0503.Superseded values are not recommended for survey control.
 HZ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0503.See file dsdata.txt to determine how the superseded data were derived.
 HZ0503
 HZ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1498722154(NAD 83)
 HZ0503_MARKER: DE = TRAVERSE STATION DISK
 HZ0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0503_STAMPING: I 64 T 56 1960
 HZ0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0503+STABILITY: SURFACE MOTION
 HZ0503
 HZ0503  HISTORY     - Date     Condition        Report By
 HZ0503  HISTORY     - 1960     MONUMENTED       PAS
 HZ0503  HISTORY     - 1960     GOOD             PAS
 HZ0503
 HZ0503                          STATION DESCRIPTION
 HZ0503
 HZ0503'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ0503'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF LEXINGTON AND
 HZ0503'ABOUT 6 MILES SOUTH OF GEORGETOWN, ON LAND OWNED BY MR. J.H. ROSER.
 HZ0503'IT IS IN AN OPEN PASTURE AND ABOUT 800 FEET EAST OF HIGHEST POINT.
 HZ0503'
 HZ0503'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0503'BROADWAY IN LEXINGTON, GO NORTHEAST ON BROADWAY (U.S. HIGHWAYS 27 AND
 HZ0503'68) FOR 2.0 MILES TO INTERSECTION OF BELT LINE HIGHWAY (U.S.
 HZ0503'HIGHWAYS 25 AND 421 BY PASS).  TURN LEFT AND GO WEST ON BELT LINE
 HZ0503'HIGHWAY FOR 1.8 MILES TO GEORGETOWN ROAD (U.S. HIGHWAY 25).  TURN
 HZ0503'RIGHT AND GO NORTH ON U.S. HIGHWAY 25 FOR 2.25 MILES TO ROAD LEFT
 HZ0503'(SPUR ROAD).  TURN LEFT ON SPURR ROAD AND GO WEST FOR 2.15 MILES TO
 HZ0503'MR. J.H. ROSERS RESIDENCE AND DRIVE THROUGH BARN YARD.  TURN RIGHT
 HZ0503'THROUGH GATE AND GO NORTH THROUGH BARY YARD AND PASTURE FOR 0.45 MILE
 HZ0503'TO EAST WEST FENCE AND AZIMUTH MARK LEFT.  CONTINUE NORTH ON EAST
 HZ0503'SIDE OF NORTH-SOUTH FENCE FOR 0.3 MILE TO TOP OF EAST WEST RIDGE.
 HZ0503'TURN RIGHT AND GO EAST FOR 0.05 MILE TO STATION SITE.
 HZ0503'
 HZ0503'TO REACH AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO WEST FOR 0.05
 HZ0503'MILE.
 HZ0503'
 HZ0503'STATION MARK IS 203 FEET NORTHEAST OF A 36 INCH LOCUST TREE, 129 FEET
 HZ0503'NORTHWEST OF AN 18 INCH LOCUST TREE.  THE MARK IS FLUSH AND THE DISK
 HZ0503'IS STAMPED I 64 T 56 1960.
 HZ0503'
 HZ0503'REFERENCE MARK 1 IS SOUTHEAST OF STATION ON SOUTH SLOPE, 5.5 FEET
 HZ0503'NORTH OF AN 18 INCH LOCUST TREE.  THE MARK IS FLUSH AND THE DISK IS
 HZ0503'STAMPED I 64 T 56 NO.1 1960.
 HZ0503'
 HZ0503'REFERENCE MARK 2 IS WEST OF STATION, 5 FEET SOUTH OF 36 INCH LOCUST
 HZ0503'TREE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I 64 T 56
 HZ0503'NO.2 1960.
 HZ0503'
 HZ0503'AZIMUTH MARK IS 2 FEET SOUTH OF EAST WEST FENCE, IT IS ABOUT 0.35
 HZ0503'MILE SOUTHWEST OF STATION.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HZ0503'I 64 T 56 1960.
 HZ0503'
 HZ0503'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0503'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ0503'
 HZ0503'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HZ0503
 HZ0503                          STATION RECOVERY (1960)
 HZ0503
 HZ0503'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0503'9 MI NW FROM LEXINGTON.
 HZ0503'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0503'BROADWAY IN LEXINGTON, GO NORTHEAST ON BROADWAY (U.S. HIGHWAYS
 HZ0503'27 AND 68) FOR 2.0 MILES TO INTERSECTION OF BELT LINE HIGHWAY (U.S.
 HZ0503'HIGHWAY 25 AND 421 BY-PASS).  TURN LEFT AND GO WEST ON BELT LINE
 HZ0503'HIGHWAY FOR 1.8 MILES TO GEORGETOWN ROAD (U.S. HIGHWAY 25).  TURN
 HZ0503'RIGHT AND GO NORTH ON U.S. HIGHWAY 25 FOR 2.25 MILES TO ROAD LEFT
 HZ0503'(SPURR ROAD).  TURN LEFT ON SPURR ROAD AND GO WEST FOR 2.15 MILES
 HZ0503'TO MR. J.H. ROSERS RESIDENCE AND DRIVE THROUGH BARN YARD.  TURN
 HZ0503'RIGHT THROUGH GATE AND GO NORTH THROUGH BARN YARD AND PASTURE FOR
 HZ0503'0.45 MILE TO EAST-WEST FENCE AND AZIMUTH MARK ON LEFT.  CONTINUE
 HZ0503'NORTH ON EAST SIDE OF NORTH-SOUTH FENCE FOR 0.3 MILE TO TOP OF
 HZ0503'EAST-WEST RIDGE.  TURN RIGHT AND GO EAST FOR 0.05 MILE TO STATION
 HZ0503'SITE.  STATION MARK IS 203 FEET NORTHEAST OF A 36-INCH LOCUST
 HZ0503'TREE, 129 FEET NORTHWEST OF AN 18 INCH LOCUST TREE, SET FLUSH
 HZ0503'AND STAMPED I 64 T 56 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0161 ***********************************************************************
 HZ0161  DESIGNATION -  I64 T 57
 HZ0161  PID         -  HZ0161
 HZ0161  STATE/COUNTY-  KY/FAYETTE
 HZ0161  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0161
 HZ0161                         *CURRENT SURVEY CONTROL
 HZ0161  ___________________________________________________________________
 HZ0161* NAD 83(1993)-  38 03 19.34492(N)    084 24 16.79936(W)     ADJUSTED  
 HZ0161* NAVD 88     -       298.690  (meters)     979.95   (feet)  ADJUSTED  
 HZ0161  ___________________________________________________________________
 HZ0161  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 HZ0161  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HZ0161  DYNAMIC HT  -         298.474 (meters)     979.24  (feet)  COMP
 HZ0161  MODELED GRAV-     979,896.0   (mgal)                       NAVD 88
 HZ0161
 HZ0161  HORZ ORDER  -  SECOND
 HZ0161  VERT ORDER  -  SECOND    CLASS 0
 HZ0161
 HZ0161.The horizontal coordinates were established by classical geodetic methods
 HZ0161.and adjusted by the National Geodetic Survey in December 1995..
 HZ0161
 HZ0161.The orthometric height was determined by differential leveling
 HZ0161.and adjusted by the National Geodetic Survey in June 1991..
 HZ0161
 HZ0161.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0161
 HZ0161.The geoid height was determined by GEOID03.
 HZ0161
 HZ0161.The dynamic height is computed by dividing the NAVD 88
 HZ0161.geopotential number by the normal gravity value computed on the
 HZ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0161.degrees latitude (g = 980.6199 gals.).
 HZ0161
 HZ0161.The modeled gravity was interpolated from observed gravity values.
 HZ0161
 HZ0161;                    North         East     Units Scale Factor Converg.
 HZ0161;SPC KY1Z     - 1,191,967.660 1,618,060.307   MT  0.99990980   +0 49 33.5
 HZ0161;SPC KY1Z     - 3,910,647.23  5,308,586.19   sFT  0.99990980   +0 49 33.5
 HZ0161;SPC KY N     -    61,655.908   486,425.655   MT  0.99998776   -0 05 46.4
 HZ0161;SPC KY N     -   202,282.76  1,595,881.50   sFT  0.99998776   -0 05 46.4
 HZ0161;UTM  16      - 4,215,139.182   727,710.779   MT  1.00023866   +1 36 01.8
 HZ0161
 HZ0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0161!SPC KY1Z     -   0.99995833  x   0.99990980  =   0.99986814
 HZ0161!SPC KY N     -   0.99995833  x   0.99998776  =   0.99994609
 HZ0161!UTM  16      -   0.99995833  x   1.00023866  =   1.00019698
 HZ0161
 HZ0161|---------------------------------------------------------------------|
 HZ0161| PID    Reference Object                     Distance      Geod. Az  |
 HZ0161|                                                           dddmmss.s |
 HZ0161| HZ0159 I64 T 57 RM 1                        30.771 METERS 00853     |
 HZ0161| HZ0158 I64 T 57 AZ MK                                     1650437.3 |
 HZ0161| HZ0160 I64 T 57 RM 2                        33.248 METERS 26335     |
 HZ0161|---------------------------------------------------------------------|
 HZ0161
 HZ0161                          SUPERSEDED SURVEY CONTROL
 HZ0161
 HZ0161  NAD 83(1986)-  38 03 19.35346(N)    084 24 16.80622(W) AD(       ) 2
 HZ0161  NAD 27      -  38 03 19.06490(N)    084 24 17.02990(W) AD(       ) 2
 HZ0161  NGVD 29 (??/??/92)  298.846  (m)          980.46   (f) ADJ UNCH    2 0
 HZ0161
 HZ0161.Superseded values are not recommended for survey control.
 HZ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0161.See file dsdata.txt to determine how the superseded data were derived.
 HZ0161
 HZ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2771115139(NAD 83)
 HZ0161_MARKER: DE = TRAVERSE STATION DISK
 HZ0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0161_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ0161_STAMPING: I 64 T 57 1960
 HZ0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0161
 HZ0161  HISTORY     - Date     Condition        Report By
 HZ0161  HISTORY     - 1960     MONUMENTED       PAS
 HZ0161  HISTORY     - 1960     GOOD             PAS
 HZ0161
 HZ0161                          STATION DESCRIPTION
 HZ0161
 HZ0161'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ0161'THE STATION IS LOCATED ABOUT 5 MILES EAST OF LEXINGTON, ON THE
 HZ0161'CASTLETON FARM NO.2.  IT IS IN AN OPEN PASTURE AND APPROXIMATELY ON
 HZ0161'THE HIGHEST POINT OF HILL.
 HZ0161'
 HZ0161'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0161'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE TO
 HZ0161'INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN LEFT
 HZ0161'AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55 MILE TO
 HZ0161'INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY 60 AND
 HZ0161'CONTINUE EAST FOR 4.15 MILES TO A DRIVE LEFT AT ENTRANCE TO CASTLETON
 HZ0161'FARM NO.2.  TURN LEFT AND GO NORTHEAST ON DRIVE FOR 0.8 MILE TO A
 HZ0161'STABLE ON THE RIGHT AND AZIMUTH MARK.  TURN LEFT AND GO NORTH,
 HZ0161'THROUGH FOUR GATES, FOR 0.15 MILE.  CONTINUE NORTH ALONG EAST SIDE OF
 HZ0161'FENCE, FOR 0.3 MILE TO AN EAST WEST FENCE.  TURN RIGHT AND FOLLOW
 HZ0161'FENCE EAST FOR 0.05 MILE TO TOP OF HILL AND STATION SITE.
 HZ0161'
 HZ0161'STATION MARK IS LOCATED 84 FEET SOUTHEAST OF A 10 INCH WALNUT TREE,
 HZ0161'83 FEET SOUTHWEST OF A 24 INCH WILD CHERRY TREE, 66 FEET SOUTH OF
 HZ0161'FENCE.THE MARK IS 12 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED
 HZ0161'T 57 1960.
 HZ0161'
 HZ0161'REFERENCE MARK 1 IS NORTHEAST OF THE STATION, 24 FEET EAST OF A 24
 HZ0161'INCH WILD CHERRY TREE, 14 FEET WEST OF TRIPLE MULBERRY TREE AND 1.6
 HZ0161'FEET SOUTH OF FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I 64
 HZ0161'T 57 NO.1 1960.
 HZ0161'
 HZ0161'REFERENCE MARK 2 IS NORTHWEST OF THE STATION, ABOUT 150 FEET EAST OF
 HZ0161'FENCE CORNER, 19 FEET EAST OF 20 INCH WALNUT TREE, 13 FEET WEST OF
 HZ0161'AN 18 INCH WILD CHERRY TREE, 2 FEET SOUTH OF FENCE.  THE MARK IS
 HZ0161'FLUSH AND THE DISK IS STAMPED I 64 T 57 NO.2 1960.
 HZ0161'
 HZ0161'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHEAST OF STATION, 75 FEET EAST OF
 HZ0161'A 48 INCH HACKBERRY TREE, 59 FEET NORTH OF NORTHEAST CORNER OF
 HZ0161'STABLE, 35 FEET NORTHWEST OF GATE AND 2.5 FEET SOUTH OF FENCE
 HZ0161'CORNER.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T 57 1960.
 HZ0161'
 HZ0161'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0161'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ0161'
 HZ0161'AZIMUTH MARK IS 1.7 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.
 HZ0161'
 HZ0161'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 HZ0161
 HZ0161                          STATION RECOVERY (1960)
 HZ0161
 HZ0161'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0161'6.7 MI E FROM LEXINGTON.
 HZ0161'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0161'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0161'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0161'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55
 HZ0161'MILE TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY
 HZ0161'60 AND CONTINUE EAST FOR 4.15 MILES TO A DRIVE LEFT AT ENTRANCE
 HZ0161'TO CASTLETON FARM NO. 2.  TURN LEFT AND GO NORTHEAST ON DRIVE
 HZ0161'FOR 0.8 MILE TO A STABLE ON THE RIGHT AND AZIMUTH MARK.  TURN LEFT
 HZ0161'AND GO NORTH, THROUGH FOUR GATES, FOR 0.15 MILE, CONTINUE NORTH
 HZ0161'ALONG EAST SIDE OF FENCE, FOR 0.3 MILE TO AN EAST-WEST FENCE.
 HZ0161'TURN RIGHT AND FOLLOW FENCE EAST FOR 0.05 MILE TO TOP OF HILL AND
 HZ0161'STATION SITE.  STATION MARK IS LOCATED 84 FEET SOUTHEAST OF A
 HZ0161'10 INCH WALNUT TREE, 83 FEET SOUTHWEST OF A 24-INCH WILD CHERRY
 HZ0161'TREE, 66 FEET SOUTH OF FENCE AND 12 INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0158 ***********************************************************************
 HZ0158  DESIGNATION -  I64 T 57 AZ MK
 HZ0158  PID         -  HZ0158
 HZ0158  STATE/COUNTY-  KY/FAYETTE
 HZ0158  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0158
 HZ0158                         *CURRENT SURVEY CONTROL
 HZ0158  ___________________________________________________________________
 HZ0158* NAD 83(1986)-  38 02 58.     (N)    084 24 10.     (W)     SCALED    
 HZ0158* NAVD 88     -       300.283  (meters)     985.18   (feet)  ADJUSTED  
 HZ0158  ___________________________________________________________________
 HZ0158  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 HZ0158  DYNAMIC HT  -         300.065 (meters)     984.46  (feet)  COMP
 HZ0158  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 HZ0158
 HZ0158  VERT ORDER  -  SECOND    CLASS 0
 HZ0158
 HZ0158.The horizontal coordinates were scaled from a topographic map and have
 HZ0158.an estimated accuracy of +/- 6 seconds.
 HZ0158
 HZ0158.The orthometric height was determined by differential leveling
 HZ0158.and adjusted by the National Geodetic Survey in June 1991..
 HZ0158
 HZ0158.The geoid height was determined by GEOID03.
 HZ0158
 HZ0158.The dynamic height is computed by dividing the NAVD 88
 HZ0158.geopotential number by the normal gravity value computed on the
 HZ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0158.degrees latitude (g = 980.6199 gals.).
 HZ0158
 HZ0158.The modeled gravity was interpolated from observed gravity values.
 HZ0158
 HZ0158;                    North         East    Units  Estimated Accuracy
 HZ0158;SPC KY1Z     - 1,191,310.    1,618,240.      MT  (+/- 180 meters Scaled)
 HZ0158
 HZ0158                          SUPERSEDED SURVEY CONTROL
 HZ0158
 HZ0158  NGVD 29 (??/??/92)  300.439  (m)          985.69   (f) ADJ UNCH    2 0
 HZ0158
 HZ0158.Superseded values are not recommended for survey control.
 HZ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0158.See file dsdata.txt to determine how the superseded data were derived.
 HZ0158
 HZ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH278144(NAD 83)
 HZ0158_MARKER: DZ = AZIMUTH MARK DISK
 HZ0158_SETTING: 0 = UNSPECIFIED SETTING
 HZ0158_STAMPING: I 64 T 57 1960
 HZ0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0158
 HZ0158  HISTORY     - Date     Condition        Report By
 HZ0158  HISTORY     - 1960     MONUMENTED       PAS
 HZ0158
 HZ0158                          STATION DESCRIPTION
 HZ0158
 HZ0158'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0158'6.2 MI E FROM LEXINGTON.
 HZ0158'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0158'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0158'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.
 HZ0158'TURN LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55
 HZ0158'MILE TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S.
 HZ0158'HIGHWAY 60 AND CONTINUE EAST FOR 4.15 MILES TO A DRIVE LEFT AT
 HZ0158'ENTRANCE TO CASTLETON FARM NO. 2.  TURN LEFT AND GO NORTHEAST ON DRIVE
 HZ0158'FOR 0.8 MILE TO A STABLE ON THE RIGHT AND AZIMUTH MARK, ABOUT 0.4
 HZ0158'MILE SOUTHEAST OF STATION, 75 FEET EAST OF A 48-INCH HACKBERRY
 HZ0158'TREE, 59 FEET NORTH OF NORTHEAST CORNER OF STABLE, 35 FEET
 HZ0158'NORTHWEST OF GATE AND 2.5 FEET SOUTH OF FENCE CORNER AND SET
 HZ0158'FLUSH.  AZIMUTH MARK IS 1.7 FEET SOUTHWEST OF METAL WITNESS POST
 HZ0158'AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0159 ***********************************************************************
 HZ0159  DESIGNATION -  I64 T 57 RM 1
 HZ0159  PID         -  HZ0159
 HZ0159  STATE/COUNTY-  KY/FAYETTE
 HZ0159  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0159
 HZ0159                         *CURRENT SURVEY CONTROL
 HZ0159  ___________________________________________________________________
 HZ0159* NAD 83(1986)-  38 03 19.     (N)    084 24 17.     (W)     SCALED    
 HZ0159* NAVD 88     -       299.11   (+/-2cm)     981.3    (feet)  VERTCON   
 HZ0159  ___________________________________________________________________
 HZ0159  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HZ0159
 HZ0159  VERT ORDER  -  ? (See Below)
 HZ0159
 HZ0159.The horizontal coordinates were scaled from a topographic map and have
 HZ0159.an estimated accuracy of +/- 6 seconds.
 HZ0159
 HZ0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0159.The vertical order pertains to the NGVD 29 superseded value.
 HZ0159
 HZ0159.The geoid height was determined by GEOID03.
 HZ0159
 HZ0159;                    North         East    Units  Estimated Accuracy
 HZ0159;SPC KY1Z     - 1,191,960.    1,618,060.      MT  (+/- 180 meters Scaled)
 HZ0159
 HZ0159                          SUPERSEDED SURVEY CONTROL
 HZ0159
 HZ0159  NGVD 29 (??/??/92)  299.269  (m)          981.85   (f) ADJ UNCH    ?  
 HZ0159
 HZ0159.Superseded values are not recommended for survey control.
 HZ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0159.See file dsdata.txt to determine how the superseded data were derived.
 HZ0159
 HZ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH277151(NAD 83)
 HZ0159_MARKER: DR = REFERENCE MARK DISK
 HZ0159_SETTING: 0 = UNSPECIFIED SETTING
 HZ0159_STAMPING: I 64 T 57 NO 1 1960
 HZ0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0159
 HZ0159  HISTORY     - Date     Condition        Report By
 HZ0159  HISTORY     - 1960     MONUMENTED       PAS
 HZ0159
 HZ0159                          STATION DESCRIPTION
 HZ0159
 HZ0159'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0159'6.7 MI E FROM LEXINGTON.
 HZ0159'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0159'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0159'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0159'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55
 HZ0159'MILE TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S.
 HZ0159'HIGHWAY 60 AND CONTINUE EAST FOR 4.15 MILES TO A DRIVE AT ENTRANCE
 HZ0159'TO CASTLETON FARM NO. 2.  TURN LEFT AND GO NORTHEAST ON DRIVE FOR 0.8
 HZ0159'MILE TO A STABLE ON THE RIGHT AND AZIMUTH MARK.  TURN LEFT AND
 HZ0159'GO NORTH, THROUGH FOUR GATES, FOR 0.15 MILE.  CONTINUE NORTH ALONG
 HZ0159'EAST SIDE OF FENCE, FOR 0.3 MILE TO AN EAST-WEST FENCE.  TURN RIGHT
 HZ0159'AND FOLLOW FENCE EAST FOR 0.05 MILE TO TOP OF HILL AND STATION
 HZ0159'SITE.  REFERENCE MARK 1 IS NORTHEAST OF THE STATION, 24 FEET
 HZ0159'EAST OF A 24-INCH WILD CHERRY TREE, 14 FEET WEST OF TRIPLE TRUNK
 HZ0159'MULBERRY TREE AND 1.6 FEET SOUTH OF FENCE, AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0160 ***********************************************************************
 HZ0160  DESIGNATION -  I64 T 57 RM 2
 HZ0160  PID         -  HZ0160
 HZ0160  STATE/COUNTY-  KY/FAYETTE
 HZ0160  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0160
 HZ0160                         *CURRENT SURVEY CONTROL
 HZ0160  ___________________________________________________________________
 HZ0160* NAD 83(1986)-  38 03 19.     (N)    084 24 17.     (W)     SCALED    
 HZ0160* NAVD 88     -       297.79   (+/-2cm)     977.0    (feet)  VERTCON   
 HZ0160  ___________________________________________________________________
 HZ0160  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HZ0160
 HZ0160  VERT ORDER  -  ? (See Below)
 HZ0160
 HZ0160.The horizontal coordinates were scaled from a topographic map and have
 HZ0160.an estimated accuracy of +/- 6 seconds.
 HZ0160
 HZ0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0160.The vertical order pertains to the NGVD 29 superseded value.
 HZ0160
 HZ0160.The geoid height was determined by GEOID03.
 HZ0160
 HZ0160;                    North         East    Units  Estimated Accuracy
 HZ0160;SPC KY1Z     - 1,191,960.    1,618,060.      MT  (+/- 180 meters Scaled)
 HZ0160
 HZ0160                          SUPERSEDED SURVEY CONTROL
 HZ0160
 HZ0160  NGVD 29 (??/??/92)  297.942  (m)          977.50   (f) ADJ UNCH    ?  
 HZ0160
 HZ0160.Superseded values are not recommended for survey control.
 HZ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0160.See file dsdata.txt to determine how the superseded data were derived.
 HZ0160
 HZ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH277151(NAD 83)
 HZ0160_MARKER: DR = REFERENCE MARK DISK
 HZ0160_SETTING: 0 = UNSPECIFIED SETTING
 HZ0160_STAMPING: I 64 T 57 NO 2 1960
 HZ0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0160
 HZ0160  HISTORY     - Date     Condition        Report By
 HZ0160  HISTORY     - 1960     MONUMENTED       PAS
 HZ0160
 HZ0160                          STATION DESCRIPTION
 HZ0160
 HZ0160'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0160'6.7 MI E FROM LEXINGTON.
 HZ0160'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0160'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0160'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0160'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55 MILE
 HZ0160'TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY
 HZ0160'60 AND CONTINUE EAST FOR 4.15 MILES TO A DRIVE AT ENTRANCE TO
 HZ0160'CASTLETON FARM NO. 2.  TURN LEFT AND GO NORTHEAST ON DRIVE FOR
 HZ0160'0.8 MILE TO A STABLE ON THE RIGHT AND AZIMUTH MARK.  TURN LEFT
 HZ0160'AND GO NORTH, THROUGH FOUR GATES, FOR 0.15 MILE.  CONTINUE NORTH
 HZ0160'ALONG EAST SIDE OF FENCE, FOR 0.3 MILE TO AN EAST-WEST FENCE.
 HZ0160'TURN RIGHT AND FOLLOW FENCE EAST FOR 0.05 MILE TO TOP OF HILL
 HZ0160'AND STATION SITE.  REFERENCE MARK 2 IS NORTHWEST OF THE STATION,
 HZ0160'ABOUT 150 FEET EAST OF FENCE CORNER, 19 FEET EAST OF 20-INCH WALNUT
 HZ0160'TREE, 13 FEET WEST OF AN 18-INCH WILD CHERRY TREE, 2 FEET SOUTH OF
 HZ0160'FENCE AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0176 ***********************************************************************
 HZ0176  DESIGNATION -  I64 T 58
 HZ0176  PID         -  HZ0176
 HZ0176  STATE/COUNTY-  KY/FAYETTE
 HZ0176  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0176
 HZ0176                         *CURRENT SURVEY CONTROL
 HZ0176  ___________________________________________________________________
 HZ0176* NAD 83(1993)-  38 03 49.08183(N)    084 22 47.96537(W)     ADJUSTED  
 HZ0176* NAVD 88     -       304.935  (meters)    1000.44   (feet)  ADJUSTED  
 HZ0176  ___________________________________________________________________
 HZ0176  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 HZ0176  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HZ0176  DYNAMIC HT  -         304.714 (meters)     999.72  (feet)  COMP
 HZ0176  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 HZ0176
 HZ0176  HORZ ORDER  -  SECOND
 HZ0176  VERT ORDER  -  SECOND    CLASS 0
 HZ0176
 HZ0176.The horizontal coordinates were established by classical geodetic methods
 HZ0176.and adjusted by the National Geodetic Survey in December 1995..
 HZ0176
 HZ0176.The orthometric height was determined by differential leveling
 HZ0176.and adjusted by the National Geodetic Survey in June 1991..
 HZ0176
 HZ0176.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0176
 HZ0176.The geoid height was determined by GEOID03.
 HZ0176
 HZ0176.The dynamic height is computed by dividing the NAVD 88
 HZ0176.geopotential number by the normal gravity value computed on the
 HZ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0176.degrees latitude (g = 980.6199 gals.).
 HZ0176
 HZ0176.The modeled gravity was interpolated from observed gravity values.
 HZ0176
 HZ0176;                    North         East     Units Scale Factor Converg.
 HZ0176;SPC KY1Z     - 1,192,915.850 1,620,212.157   MT  0.99991026   +0 50 28.1
 HZ0176;SPC KY1Z     - 3,913,758.08  5,315,646.05   sFT  0.99991026   +0 50 28.1
 HZ0176;SPC KY N     -    62,569.417   488,592.653   MT  0.99998674   -0 04 51.1
 HZ0176;SPC KY N     -   205,279.83  1,602,991.06   sFT  0.99998674   -0 04 51.1
 HZ0176;UTM  16      - 4,216,116.708   729,850.328   MT  1.00025072   +1 36 57.7
 HZ0176
 HZ0176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0176!SPC KY1Z     -   0.99995736  x   0.99991026  =   0.99986762
 HZ0176!SPC KY N     -   0.99995736  x   0.99998674  =   0.99994410
 HZ0176!UTM  16      -   0.99995736  x   1.00025072  =   1.00020807
 HZ0176
 HZ0176:                Primary Azimuth Mark                     Grid Az
 HZ0176:SPC KY1Z     -  I64 T 58 AZ MK                           359 26 09.0
 HZ0176:SPC KY N     -  I64 T 58 AZ MK                           000 21 28.2
 HZ0176:UTM  16      -  I64 T 58 AZ MK                           358 39 39.4
 HZ0176
 HZ0176|---------------------------------------------------------------------|
 HZ0176| PID    Reference Object                     Distance      Geod. Az  |
 HZ0176|                                                           dddmmss.s |
 HZ0176| HZ0173 I64 T 58 AZ MK                                     0001637.1 |
 HZ0176| HZ0174 I64 T 58 RM 1                        11.341 METERS 04309     |
 HZ0176| HZ0175 I64 T 58 RM 2                        31.860 METERS 14422     |
 HZ0176| HZ2428 LEXINGTON TV STATION WKYT MAST      APPROX. 7.0 KM 2425222.9 |
 HZ0176|---------------------------------------------------------------------|
 HZ0176
 HZ0176                          SUPERSEDED SURVEY CONTROL
 HZ0176
 HZ0176  NAD 83(1986)-  38 03 49.09048(N)    084 22 47.97234(W) AD(       ) 2
 HZ0176  NAD 27      -  38 03 48.80160(N)    084 22 48.19760(W) AD(       ) 2
 HZ0176  NGVD 29 (??/??/92)  305.087  (m)         1000.94   (f) ADJ UNCH    2 0
 HZ0176
 HZ0176.Superseded values are not recommended for survey control.
 HZ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0176.See file dsdata.txt to determine how the superseded data were derived.
 HZ0176
 HZ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2985016117(NAD 83)
 HZ0176_MARKER: DE = TRAVERSE STATION DISK
 HZ0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0176_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ0176_STAMPING: I 64 T 58 1960
 HZ0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0176
 HZ0176  HISTORY     - Date     Condition        Report By
 HZ0176  HISTORY     - 1960     MONUMENTED       PAS
 HZ0176  HISTORY     - 1960     GOOD             PAS
 HZ0176  HISTORY     - 1973     GOOD             PAS
 HZ0176
 HZ0176                          STATION DESCRIPTION
 HZ0176
 HZ0176'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ0176'THE STATION IS LOCATAED ABOUT 6.5 MILES EAST OF LEXINGTON AND ABOUT
 HZ0176'1.3 MILES WEST OF BRIAR HILL SCHOOL, ON LAND OWNED BY MRS. C.W.
 HZ0176'SPEARS.
 HZ0176'
 HZ0176'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0176'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE TO
 HZ0176'INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN LEFT
 HZ0176'AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55 MILES TO
 HZ0176'INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY 60 AND
 HZ0176'CONTINUE EAST FOR 7.1 MILES TO CROSS ROADS.  TURN LEFT AND GO NORTH
 HZ0176'ON CLEVELAND ROAD FOR 2.6 MILES TO CROSS ROADS.  TURN LEFT AND GO
 HZ0176'WEST ON BRIAR HILL ROAD FOR 1.75 MILES TO FARM ROAD LEFT.  TURN
 HZ0176'LEFT THROUGH GATE AND GO SOUTH ON FARM ROAD FOR 0.2 MILE TO AZIMUTH
 HZ0176'MARK ON THE RIGHT.  CONTINUE SOUTH, THROUGH 3 GATES, FOR 0.3 MILE TO
 HZ0176'A BARN WITH A CONCRETE SILO ON TOP OF HILL AND STATION SITE.
 HZ0176'
 HZ0176'STATION MARK IS LOCATED 105 FEET NORTHWEST OF A WIRE FENCE, 67 FEET
 HZ0176'WEST OF THE SOUTHEAST CORNER OF BARN, 38 FEET SOUTHWEST OF SOUTHWEST
 HZ0176'CORNER OF BARN , 66 FEET SOUTHWEST OF THE SOUTH FACE OF CONCRETE
 HZ0176'SILO. THE MARK IS 12 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED
 HZ0176'I 64 T 58 1960.
 HZ0176'
 HZ0176'REFERENCE MARK 1 IS NORTHEAST OF STATION, 29 FEET SOUTHWEST OF SOUTH
 HZ0176'FACE OF SILO, 2 FEET SOUTHWEST OF SOUTHWEST CORNER OF BARN.  THE
 HZ0176'MARK IS FLUSH AND THE DISK IS STAMPED I 64 T 58 NO.1 1960.
 HZ0176'
 HZ0176'REFERENCE MARK 2 IS SOUTHEAST OF THE STATION, 68 FEET SOUTH OF
 HZ0176'SOUTHEAST CORNER OF BARN, 15 FEET SOUTHWEST OF FENCE CORNER AND 2
 HZ0176'FEET NORTHWEST OF FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I
 HZ0176'64 T 58 NO.2 1960.
 HZ0176'
 HZ0176'AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF THE STATION, 33.5 FEET
 HZ0176'SOUTHWEST OF FENCE CORNER, 30 FEET WEST OF A 15 INCH MAPLE TREE, 19.5
 HZ0176'FEET NORTHEAST OF A 36 INCH ELM TREE, 13 FEET SOUTHWEST OF GATE AND
 HZ0176'1.5 FEET NORTHWEST OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK
 HZ0176'IS STAMPED I 64 T 58 1960.
 HZ0176'
 HZ0176'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0176'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ0176'
 HZ0176'REFERENCE MARK 2 IS 1.5 FEET NORTHWEST OF METAL WITNESS POST AND
 HZ0176'SIGN.
 HZ0176'
 HZ0176'AZIMUTH MARAK IS 1.0 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.
 HZ0176'
 HZ0176'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 HZ0176
 HZ0176                          STATION RECOVERY (1960)
 HZ0176
 HZ0176'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0176'13.2 MI E FROM LEXINGTON.
 HZ0176'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0176'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0176'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0176'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55 MILE
 HZ0176'TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY 60
 HZ0176'AND CONTINUE EAST FOR 7.1 MILES TO CROSS ROADS.  TURN LEFT AND GO
 HZ0176'NORTH ON CLEVELAND ROAD FOR 2.6 MILES TO CROSS ROADS.  TURN LEFT
 HZ0176'AND GO WEST ON BRIAR HILL ROAD FOR 1.75 MILES TO FARM ROAD LEFT.
 HZ0176'TURN LEFT THROUGH GATE AND GO SOUTH ON FARM ROAD FOR 0.2 MILE TO
 HZ0176'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH, THROUGH 3 GATES, FOR
 HZ0176'0.3 MILE TO A BARN WITH A CONCRETE SILO ON TOP OF HILL AND STATION
 HZ0176'SITE.  STATION MARK IS LOCATED 105 FEET NORTHWEST OF A WIRE FENCE,
 HZ0176'67 FEET WEST OF THE SOUTHWEST CORNER OF BARN, 38 FEET SOUTHWEST OF
 HZ0176'SOUTHWEST CORNER OF BARN, 66 FEET SOUTHWEST OF THE SOUTH FACE OF
 HZ0176'CONCRETE SILO, 12 INCHES BELOW THE SURFACE AND STAMPED I 64 T 58
 HZ0176'1960.
 HZ0176
 HZ0176                          STATION RECOVERY (1973)
 HZ0176
 HZ0176'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1973
 HZ0176'THE STATION, AZIMUTH AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND
 HZ0176'ARE ALL IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0173 ***********************************************************************
 HZ0173  DESIGNATION -  I64 T 58 AZ MK
 HZ0173  PID         -  HZ0173
 HZ0173  STATE/COUNTY-  KY/FAYETTE
 HZ0173  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0173
 HZ0173                         *CURRENT SURVEY CONTROL
 HZ0173  ___________________________________________________________________
 HZ0173* NAD 83(1986)-  38 04 01.     (N)    084 22 48.     (W)     SCALED    
 HZ0173* NAVD 88     -       303.853  (meters)     996.89   (feet)  ADJUSTED  
 HZ0173  ___________________________________________________________________
 HZ0173  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 HZ0173  DYNAMIC HT  -         303.632 (meters)     996.17  (feet)  COMP
 HZ0173  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 HZ0173
 HZ0173  VERT ORDER  -  SECOND    CLASS 0
 HZ0173
 HZ0173.The horizontal coordinates were scaled from a topographic map and have
 HZ0173.an estimated accuracy of +/- 6 seconds.
 HZ0173
 HZ0173.The orthometric height was determined by differential leveling
 HZ0173.and adjusted by the National Geodetic Survey in June 1991..
 HZ0173
 HZ0173.The geoid height was determined by GEOID03.
 HZ0173
 HZ0173.The dynamic height is computed by dividing the NAVD 88
 HZ0173.geopotential number by the normal gravity value computed on the
 HZ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0173.degrees latitude (g = 980.6199 gals.).
 HZ0173
 HZ0173.The modeled gravity was interpolated from observed gravity values.
 HZ0173
 HZ0173;                    North         East    Units  Estimated Accuracy
 HZ0173;SPC KY1Z     - 1,193,280.    1,620,210.      MT  (+/- 180 meters Scaled)
 HZ0173
 HZ0173                          SUPERSEDED SURVEY CONTROL
 HZ0173
 HZ0173  NGVD 29 (??/??/92)  304.005  (m)          997.39   (f) ADJ UNCH    2 0
 HZ0173
 HZ0173.Superseded values are not recommended for survey control.
 HZ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0173.See file dsdata.txt to determine how the superseded data were derived.
 HZ0173
 HZ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH298164(NAD 83)
 HZ0173_MARKER: DZ = AZIMUTH MARK DISK
 HZ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0173_STAMPING: I 64 T 58 1960
 HZ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0173+STABILITY: SURFACE MOTION
 HZ0173
 HZ0173  HISTORY     - Date     Condition        Report By
 HZ0173  HISTORY     - 1960     MONUMENTED       PAS
 HZ0173
 HZ0173                          STATION DESCRIPTION
 HZ0173
 HZ0173'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0173'12.9 MI E FROM LEXINGTON.
 HZ0173'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0173'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0173'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0173'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55 MILE
 HZ0173'TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY 60
 HZ0173'AND CONTINUE EAST FOR 7.1 MILES TO CROSSROADS.  TURN LEFT AND GO
 HZ0173'NORTH ON CLEVELAND ROAD FOR 2.6 MILES TO CROSSROADS.  TURN LEFT
 HZ0173'AND GO WEST ON BRIAR HILL ROAD FOR 1.75 MILES TO FARM ROAD LEFT.
 HZ0173'TURN LEFT THROUGH GATE AND GO SOTUH OF FARM ROAD FOR 0.2 MILE TO
 HZ0173'AZIMUTH MARK ON THE RIGHT.  AZIMUTH MARK IS ABOUT 0.3 MILE NORTH
 HZ0173'OF THE STATION, 33.5 FEET SOUTHWEST OF FENCE CORNER, 30 FEET WEST
 HZ0173'OF A 15-INCH MAPLE TREE, 19.5 FEET NORTHEAST OF A 36-INCH ELM
 HZ0173'TREE, 13 FEET SOUTHWEST OF GATE AND 1.5 FEET NORTHWEST OF WIRE
 HZ0173'FENCE, SET FLUSH AND STAMPED I 64 T 58 1960.  AZIMUTH MARK IS
 HZ0173'1.0 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0174 ***********************************************************************
 HZ0174  DESIGNATION -  I64 T 58 RM 1
 HZ0174  PID         -  HZ0174
 HZ0174  STATE/COUNTY-  KY/FAYETTE
 HZ0174  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0174
 HZ0174                         *CURRENT SURVEY CONTROL
 HZ0174  ___________________________________________________________________
 HZ0174* NAD 83(1986)-  38 03 48.     (N)    084 22 48.     (W)     SCALED    
 HZ0174* NAVD 88     -       305.38   (+/-2cm)    1001.9    (feet)  VERTCON   
 HZ0174  ___________________________________________________________________
 HZ0174  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HZ0174
 HZ0174  VERT ORDER  -  ? (See Below)
 HZ0174
 HZ0174.The horizontal coordinates were scaled from a topographic map and have
 HZ0174.an estimated accuracy of +/- 6 seconds.
 HZ0174
 HZ0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0174.The vertical order pertains to the NGVD 29 superseded value.
 HZ0174
 HZ0174.The geoid height was determined by GEOID03.
 HZ0174
 HZ0174;                    North         East    Units  Estimated Accuracy
 HZ0174;SPC KY1Z     - 1,192,880.    1,620,210.      MT  (+/- 180 meters Scaled)
 HZ0174
 HZ0174                          SUPERSEDED SURVEY CONTROL
 HZ0174
 HZ0174  NGVD 29 (??/??/92)  305.536  (m)         1002.41   (f) ADJ UNCH    ?  
 HZ0174
 HZ0174.Superseded values are not recommended for survey control.
 HZ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0174.See file dsdata.txt to determine how the superseded data were derived.
 HZ0174
 HZ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH298160(NAD 83)
 HZ0174_MARKER: DR = REFERENCE MARK DISK
 HZ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0174_STAMPING: I 65 T 58 NO 1 1960
 HZ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0174+STABILITY: SURFACE MOTION
 HZ0174
 HZ0174  HISTORY     - Date     Condition        Report By
 HZ0174  HISTORY     - 1960     MONUMENTED       PAS
 HZ0174
 HZ0174                          STATION DESCRIPTION
 HZ0174
 HZ0174'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0174'13.2 MI E FROM LEXINGTON.
 HZ0174'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0174'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0174'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0174'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55
 HZ0174'MILE TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY
 HZ0174'60 AND CONTINUE EAST FOR 7.1 MILES TO CROSS ROADS.  TURN LEFT
 HZ0174'AND GO NORTH ON CLEVELAND ROAD FOR 2.6 MILES TO CROSS ROADS.
 HZ0174'TURN LEFT AND GO WEST ON BRIAR HILL ROAD FOR 1.75 MILES TO FARM
 HZ0174'ROAD LEFT.  TURN LEFT THROUGH GATE AND GO SOUTH ON FARM ROAD FOR
 HZ0174'0.2 MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH, THROUGH
 HZ0174'3 GATES, FOR 0.3 MILE TO A BARN WITH A CONCRETE SILO ON TOP OF
 HZ0174'HILL AND STATION SITE.  REFERENCE MARK 1 IS NORTHEAST OF STATION,
 HZ0174'29 FEET SOUTHWEST OF SOUTH FACE OF SILO, 2 FEET SOUTHWEST OF SOUTHWEST
 HZ0174'CORNER OF BARN, SET FLUSH AND STAMPED I 64 T 58 N . 1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0175 ***********************************************************************
 HZ0175  DESIGNATION -  I64 T 58 RM 2
 HZ0175  PID         -  HZ0175
 HZ0175  STATE/COUNTY-  KY/FAYETTE
 HZ0175  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0175
 HZ0175                         *CURRENT SURVEY CONTROL
 HZ0175  ___________________________________________________________________
 HZ0175* NAD 83(1986)-  38 03 48.     (N)    084 22 48.     (W)     SCALED    
 HZ0175* NAVD 88     -       305.55   (+/-2cm)    1002.5    (feet)  VERTCON   
 HZ0175  ___________________________________________________________________
 HZ0175  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HZ0175
 HZ0175  VERT ORDER  -  ? (See Below)
 HZ0175
 HZ0175.The horizontal coordinates were scaled from a topographic map and have
 HZ0175.an estimated accuracy of +/- 6 seconds.
 HZ0175
 HZ0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0175.The vertical order pertains to the NGVD 29 superseded value.
 HZ0175
 HZ0175.The geoid height was determined by GEOID03.
 HZ0175
 HZ0175;                    North         East    Units  Estimated Accuracy
 HZ0175;SPC KY1Z     - 1,192,880.    1,620,210.      MT  (+/- 180 meters Scaled)
 HZ0175
 HZ0175                          SUPERSEDED SURVEY CONTROL
 HZ0175
 HZ0175  NGVD 29 (??/??/92)  305.706  (m)         1002.97   (f) ADJ UNCH    ?  
 HZ0175
 HZ0175.Superseded values are not recommended for survey control.
 HZ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0175.See file dsdata.txt to determine how the superseded data were derived.
 HZ0175
 HZ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH298160(NAD 83)
 HZ0175_MARKER: DR = REFERENCE MARK DISK
 HZ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0175_STAMPING: I 65 T 58 NO 2 1960
 HZ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0175+STABILITY: SURFACE MOTION
 HZ0175
 HZ0175  HISTORY     - Date     Condition        Report By
 HZ0175  HISTORY     - 1960     MONUMENTED       PAS
 HZ0175
 HZ0175                          STATION DESCRIPTION
 HZ0175
 HZ0175'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0175'13.2 MI E FROM LEXINGTON.
 HZ0175'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0175'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0175'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0175'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55 MILE
 HZ0175'TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY 60
 HZ0175'AND CONTINUE EAST FOR 7.1 MILES TO CROSS ROADS.  TURN LEFT AND GO
 HZ0175'NORTH ON CLEVELAND ROAD FOR 2.6 MILES TO CROSS ROADS.  TURN
 HZ0175'LEFT AND GO WEST ON BRIAR HILL ROAD FOR 1.75 MILES TO FARM ROAD
 HZ0175'LEFT.  TURN LEFT THROUGH GATE AND GO SOUTH ON FARM ROAD FOR 0.2
 HZ0175'MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH, THROUGH 3
 HZ0175'GATES, FOR 0.3 MILE TO A BARN WITH A CONCRETE SILO ON TOP OF HILL
 HZ0175'AND STATION SITE.  REFERENCE MARK 2 IS SOUTHEAST OF THE STATION,
 HZ0175'68 FEET SOUTH OF SOUTHEAST CORNER OF BARN, 15 FEET SOUTHWEST OF
 HZ0175'FENCE CORNER AND 2 FEET NORTHWEST OF FENCE, SET FLUSH AND STAMPED
 HZ0175'I 64 T 58 NO. 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0180 ***********************************************************************
 HZ0180  DESIGNATION -  I64 T 59
 HZ0180  PID         -  HZ0180
 HZ0180  STATE/COUNTY-  KY/FAYETTE
 HZ0180  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0180
 HZ0180                         *CURRENT SURVEY CONTROL
 HZ0180  ___________________________________________________________________
 HZ0180* NAD 83(1993)-  38 03 32.47311(N)    084 21 53.69019(W)     ADJUSTED  
 HZ0180* NAVD 88     -       311.452  (meters)    1021.82   (feet)  ADJUSTED  
 HZ0180  ___________________________________________________________________
 HZ0180  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 HZ0180  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HZ0180  DYNAMIC HT  -         311.226 (meters)    1021.08  (feet)  COMP
 HZ0180  MODELED GRAV-     979,894.7   (mgal)                       NAVD 88
 HZ0180
 HZ0180  HORZ ORDER  -  SECOND
 HZ0180  VERT ORDER  -  SECOND    CLASS 0
 HZ0180
 HZ0180.The horizontal coordinates were established by classical geodetic methods
 HZ0180.and adjusted by the National Geodetic Survey in December 1995..
 HZ0180
 HZ0180.The orthometric height was determined by differential leveling
 HZ0180.and adjusted by the National Geodetic Survey in June 1991..
 HZ0180
 HZ0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0180
 HZ0180.The geoid height was determined by GEOID03.
 HZ0180
 HZ0180.The dynamic height is computed by dividing the NAVD 88
 HZ0180.geopotential number by the normal gravity value computed on the
 HZ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0180.degrees latitude (g = 980.6199 gals.).
 HZ0180
 HZ0180.The modeled gravity was interpolated from observed gravity values.
 HZ0180
 HZ0180;                    North         East     Units Scale Factor Converg.
 HZ0180;SPC KY1Z     - 1,192,423.389 1,621,542.550   MT  0.99991000   +0 51 01.4
 HZ0180;SPC KY1Z     - 3,912,142.40  5,320,010.85   sFT  0.99991000   +0 51 01.4
 HZ0180;SPC KY N     -    62,055.574   489,915.051   MT  0.99998731   -0 04 17.3
 HZ0180;SPC KY N     -   203,594.00  1,607,329.63   sFT  0.99998731   -0 04 17.3
 HZ0180;UTM  16      - 4,215,642.119   731,187.718   MT  1.00025832   +1 37 30.6
 HZ0180
 HZ0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0180!SPC KY1Z     -   0.99995633  x   0.99991000  =   0.99986633
 HZ0180!SPC KY N     -   0.99995633  x   0.99998731  =   0.99994364
 HZ0180!UTM  16      -   0.99995633  x   1.00025832  =   1.00021464
 HZ0180
 HZ0180|---------------------------------------------------------------------|
 HZ0180| PID    Reference Object                     Distance      Geod. Az  |
 HZ0180|                                                           dddmmss.s |
 HZ0180| HZ0179 I64 T 59 RM 2                        15.534 METERS 17216     |
 HZ0180| HZ0177 I64 T 59 AZ MK                                     2913759.7 |
 HZ0180| HZ0178 I64 T 59 RM 1                        16.370 METERS 35022     |
 HZ0180|---------------------------------------------------------------------|
 HZ0180
 HZ0180                          SUPERSEDED SURVEY CONTROL
 HZ0180
 HZ0180  NAD 83(1986)-  38 03 32.48187(N)    084 21 53.69748(W) AD(       ) 2
 HZ0180  NAD 27      -  38 03 32.19100(N)    084 21 53.92160(W) AD(       ) 2
 HZ0180  NGVD 29 (??/??/92)  311.604  (m)         1022.32   (f) ADJ UNCH    2 0
 HZ0180
 HZ0180.Superseded values are not recommended for survey control.
 HZ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0180.See file dsdata.txt to determine how the superseded data were derived.
 HZ0180
 HZ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3118815642(NAD 83)
 HZ0180_MARKER: DE = TRAVERSE STATION DISK
 HZ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0180_STAMPING: I 64 T 59 1960
 HZ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0180+STABILITY: SURFACE MOTION
 HZ0180
 HZ0180  HISTORY     - Date     Condition        Report By
 HZ0180  HISTORY     - 1960     MONUMENTED       PAS
 HZ0180  HISTORY     - 1960     GOOD             PAS
 HZ0180
 HZ0180                          STATION DESCRIPTION
 HZ0180
 HZ0180'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ0180'THE STATION IS LOCATED ABOUT 7.3 MILES EAST OF LEXINGTON AND ABOUT
 HZ0180'0.7 MILE SOUTHWEST OF BRAIR HILL SCHOOL, ON LAND OWNED BY MRS.
 HZ0180'VIRGINIA CLARK HAGAN.
 HZ0180'
 HZ0180'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0180'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE TO
 HZ0180'INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN LEFT
 HZ0180'AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55 MILE TO
 HZ0180'INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY 60 AND
 HZ0180'CONTINUE EAST FOR 7.1 MILES TO CROSS ROADS.TURN LEFT AND GO NORTH ON
 HZ0180'CLEVELAND ROAD FOR 2.6 MILES TO CROSS ROADS.  TURN LEFT AND GO WEST
 HZ0180'ON BRAIR HILL ROAD FOR 1.0 MILE TO A FARM ROAD LEFT AT TOP OF
 HZ0180'GRADE.  TURN LEFT THROUGH GATE AND GO SOUTH ON FARM ROAD FOR 0.4
 HZ0180'MILE TO AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND GO EAST ACROSS
 HZ0180'PASTURE FOR 0.25 MILE TO A NORTH SOUTH FENCE AND STATION SITE.
 HZ0180'
 HZ0180'STATION MARK IS LOCATED ABOUT 100 FEET NORTH OF HIGHEST POINT OF HILL
 HZ0180'ALONG FENCE, 2 FEET WEST OF WIRE FENCE.  THE MARK IS FLUSH AND THE
 HZ0180'DISK IS STAMPED I 64 T59 1960.
 HZ0180'
 HZ0180'REFERENCE MARK 1 IS NORTH OF THE STATION, 3.0 FEET WEST OF FENCE.
 HZ0180'THE MARK IS FLUSH AND THE DISK IS STAMPED I 64 T59 NO.1 1960.
 HZ0180'
 HZ0180'REFERENCE MARK 2 IS SOUTH OF THE STATION, 5 FEET SOUTH OF A 4 INCH
 HZ0180'HAZEL NUT TREE, 2.2 FEET WEST OF FENCE.  THE MARK IS FLUSH AND THE
 HZ0180'DISK IS STAMPED I 64 T59 NO.2 1960.
 HZ0180'
 HZ0180'AZIMUTH MARK IS ABOUT 0.25 MILE WEST OF THE STATION, 66 FEET WEST OF
 HZ0180'APPROXIMATE CENTER OF FARM ROAD, 52 FEET NORTH OF A 15 INCH MAPLE
 HZ0180'TREE, 12.5 FEET SOUTH OF FENCE CORNER AND 1.8 FEET EAST OF FENCE.
 HZ0180'THE MARK IS FLUSH AND THE DISK IS STAMPED I 64 T59 1960.
 HZ0180'
 HZ0180'SURFACE,UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0180'DEPARTMENT OF HIGHWAY SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ0180'
 HZ0180'STATION MARK IS 1.1 FEET WEST OF METAL WITNESS POST AND SIGN.
 HZ0180'
 HZ0180'AZIMUTH MARK IS 2.1 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.
 HZ0180'
 HZ0180'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HZ0180
 HZ0180                          STATION RECOVERY (1960)
 HZ0180
 HZ0180'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0180'12.6 MI E FROM LEXINGTON.
 HZ0180'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0180'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0180'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0180'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55
 HZ0180'MILE TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY
 HZ0180'60 AND CONTINUE EAST FOR 7.1 MILES TO CROSS ROADS, TURN LEFT AND
 HZ0180'GO NORTH ON CLEVELAND ROAD FOR 2.6 MILES TO CROSS ROADS.  TURN
 HZ0180'LEFT AND GO WEST ON BRIAR HILL ROAD FOR 1.0 MILE TO A FARM ROAD
 HZ0180'LEFT AT TOP OF GRADE.  TURN LEFT THROUGH GATE AND GO SOUTH ON
 HZ0180'FARM ROAD FOR 0.4 MILE TO AZIMUTH MARK ON THE RIGHT.  TURN LEFT
 HZ0180'AND GO EAST ACROSS PASTURE FOR 0.25 MILE TO A NORTH-SOUTH FENCE
 HZ0180'AND STATION SITE.  STATION MARK IS LOCATED ABOUT 100 FEET NORTH OF
 HZ0180'HIGHEST POINT OF HILL ALONG FENCE, 2 FEET WEST OF WIRE FENCE, SET
 HZ0180'FLUSH AND STAMPED I 64 T 59 1960.  STATION IS 1.1 FEET WEST OF
 HZ0180'METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0177 ***********************************************************************
 HZ0177  DESIGNATION -  I64 T 59 AZ MK
 HZ0177  PID         -  HZ0177
 HZ0177  STATE/COUNTY-  KY/FAYETTE
 HZ0177  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0177
 HZ0177                         *CURRENT SURVEY CONTROL
 HZ0177  ___________________________________________________________________
 HZ0177* NAD 83(1986)-  38 03 37.     (N)    084 22 08.     (W)     SCALED    
 HZ0177* NAVD 88     -       308.210  (meters)    1011.19   (feet)  ADJUSTED  
 HZ0177  ___________________________________________________________________
 HZ0177  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HZ0177  DYNAMIC HT  -         307.986 (meters)    1010.45  (feet)  COMP
 HZ0177  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 HZ0177
 HZ0177  VERT ORDER  -  SECOND    CLASS 0
 HZ0177
 HZ0177.The horizontal coordinates were scaled from a topographic map and have
 HZ0177.an estimated accuracy of +/- 6 seconds.
 HZ0177
 HZ0177.The orthometric height was determined by differential leveling
 HZ0177.and adjusted by the National Geodetic Survey in June 1991..
 HZ0177
 HZ0177.The geoid height was determined by GEOID03.
 HZ0177
 HZ0177.The dynamic height is computed by dividing the NAVD 88
 HZ0177.geopotential number by the normal gravity value computed on the
 HZ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0177.degrees latitude (g = 980.6199 gals.).
 HZ0177
 HZ0177.The modeled gravity was interpolated from observed gravity values.
 HZ0177
 HZ0177;                    North         East    Units  Estimated Accuracy
 HZ0177;SPC KY1Z     - 1,192,560.    1,621,190.      MT  (+/- 180 meters Scaled)
 HZ0177
 HZ0177                          SUPERSEDED SURVEY CONTROL
 HZ0177
 HZ0177  NGVD 29 (??/??/92)  308.362  (m)         1011.68   (f) ADJ UNCH    2 0
 HZ0177
 HZ0177.Superseded values are not recommended for survey control.
 HZ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0177.See file dsdata.txt to determine how the superseded data were derived.
 HZ0177
 HZ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH308157(NAD 83)
 HZ0177_MARKER: DZ = AZIMUTH MARK DISK
 HZ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0177_STAMPING: I 64 T 59 1960
 HZ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0177+STABILITY: SURFACE MOTION
 HZ0177
 HZ0177  HISTORY     - Date     Condition        Report By
 HZ0177  HISTORY     - 1960     MONUMENTED       PAS
 HZ0177
 HZ0177                          STATION DESCRIPTION
 HZ0177
 HZ0177'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0177'12.4 MI E FROM LEXINGTON.
 HZ0177'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0177'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0177'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0177'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55
 HZ0177'MILE TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY
 HZ0177'60 AND CONTINUE EAST FOR 7.1 MILES TO CROSS ROADS, TURN LEFT AND
 HZ0177'GO NORTH ON CLEVELAND ROAD FOR 2.6 MILES TO CROSS ROADS.  TURN
 HZ0177'LEFT AND GO WEST ON BRIAR HILL ROAD FOR 1.0 MILE TO A FARM ROAD
 HZ0177'LEFT AT TOP OF GRADE.  TURN LEFT THROUGH GATE AND GO SOUTH ON
 HZ0177'FARM ROAD FOR 0.4 MILE TO AZIMUTH MARK ON THE RIGHT.  AZIMUTH MARK
 HZ0177'IS ABOUT 0.25 MILE WEST OF THE STATION, 66 FEET WEST OF APPROXIMATE
 HZ0177'CENTER OF FARM ROAD, 52 FEET NORTH OF A 15-INCH MAPLE TREE, 12.5
 HZ0177'FEET SOUTH OF FENCE CORNER AND 1.8 FEET EAST OF FENCE, SET FLUSH
 HZ0177'AND STAMPED I 64 T 59 1960.  AZIMUTH MARK IS 2.1 FEET SOUTHEAST OF
 HZ0177'METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0178 ***********************************************************************
 HZ0178  DESIGNATION -  I64 T 59 RM 1
 HZ0178  PID         -  HZ0178
 HZ0178  STATE/COUNTY-  KY/FAYETTE
 HZ0178  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0178
 HZ0178                         *CURRENT SURVEY CONTROL
 HZ0178  ___________________________________________________________________
 HZ0178* NAD 83(1986)-  38 03 32.     (N)    084 21 53.     (W)     SCALED    
 HZ0178* NAVD 88     -       311.25   (+/-2cm)    1021.2    (feet)  VERTCON   
 HZ0178  ___________________________________________________________________
 HZ0178  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HZ0178
 HZ0178  VERT ORDER  -  ? (See Below)
 HZ0178
 HZ0178.The horizontal coordinates were scaled from a topographic map and have
 HZ0178.an estimated accuracy of +/- 6 seconds.
 HZ0178
 HZ0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0178.The vertical order pertains to the NGVD 29 superseded value.
 HZ0178
 HZ0178.The geoid height was determined by GEOID03.
 HZ0178
 HZ0178;                    North         East    Units  Estimated Accuracy
 HZ0178;SPC KY1Z     - 1,192,410.    1,621,560.      MT  (+/- 180 meters Scaled)
 HZ0178
 HZ0178                          SUPERSEDED SURVEY CONTROL
 HZ0178
 HZ0178  NGVD 29 (??/??/92)  311.399  (m)         1021.65   (f) ADJ UNCH    ?  
 HZ0178
 HZ0178.Superseded values are not recommended for survey control.
 HZ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0178.See file dsdata.txt to determine how the superseded data were derived.
 HZ0178
 HZ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH312156(NAD 83)
 HZ0178_MARKER: DR = REFERENCE MARK DISK
 HZ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0178_STAMPING: I 64 T 59 NO 1 1960
 HZ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0178+STABILITY: SURFACE MOTION
 HZ0178
 HZ0178  HISTORY     - Date     Condition        Report By
 HZ0178  HISTORY     - 1960     MONUMENTED       PAS
 HZ0178
 HZ0178                          STATION DESCRIPTION
 HZ0178
 HZ0178'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0178'12.6 MI E FROM LEXINGTON.
 HZ0178'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0178'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0178'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0178'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55
 HZ0178'MILE TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY
 HZ0178'60 AND CONTINUE EAST FOR 7.1 MILES TO CROSS ROADS, TURN LEFT AND
 HZ0178'GO NORTH ON CLEVELAND ROAD FOR 2.6 MILES TO CROSS ROADS.  TURN
 HZ0178'LEFT AND GO WEST ON BRIAR HILL ROAD FOR 1.0 MILE TO A FARM ROAD
 HZ0178'LEFT AT TOP OF GRADE.  TURN LEFT THROUGH GATE AND GO SOUTH ON
 HZ0178'FARM ROAD FOR 0.4 MILE TO AZIMUTH MARK ON THE RIGHT.  TURN LEFT
 HZ0178'AND GO EAST ACROSS PASTURE FOR 0.25 MILE TO A NORTH-SOUTH FENCE
 HZ0178'AND STATION SITE.  REFERENCE MARK 1 IS NORTH OF THE STATION, 3.0
 HZ0178'FEET WEST OF FENCE, SET FLUSH AND STAMPED I 64 T59 NO. 1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0179 ***********************************************************************
 HZ0179  DESIGNATION -  I64 T 59 RM 2
 HZ0179  PID         -  HZ0179
 HZ0179  STATE/COUNTY-  KY/FAYETTE
 HZ0179  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0179
 HZ0179                         *CURRENT SURVEY CONTROL
 HZ0179  ___________________________________________________________________
 HZ0179* NAD 83(1986)-  38 03 32.     (N)    084 21 53.     (W)     SCALED    
 HZ0179* NAVD 88     -       311.53   (+/-2cm)    1022.1    (feet)  VERTCON   
 HZ0179  ___________________________________________________________________
 HZ0179  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HZ0179
 HZ0179  VERT ORDER  -  ? (See Below)
 HZ0179
 HZ0179.The horizontal coordinates were scaled from a topographic map and have
 HZ0179.an estimated accuracy of +/- 6 seconds.
 HZ0179
 HZ0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0179.The vertical order pertains to the NGVD 29 superseded value.
 HZ0179
 HZ0179.The geoid height was determined by GEOID03.
 HZ0179
 HZ0179;                    North         East    Units  Estimated Accuracy
 HZ0179;SPC KY1Z     - 1,192,410.    1,621,560.      MT  (+/- 180 meters Scaled)
 HZ0179
 HZ0179                          SUPERSEDED SURVEY CONTROL
 HZ0179
 HZ0179  NGVD 29 (??/??/92)  311.683  (m)         1022.58   (f) ADJ UNCH    ?  
 HZ0179
 HZ0179.Superseded values are not recommended for survey control.
 HZ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0179.See file dsdata.txt to determine how the superseded data were derived.
 HZ0179
 HZ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH312156(NAD 83)
 HZ0179_MARKER: DR = REFERENCE MARK DISK
 HZ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0179_STAMPING: I 64 T 59 NO 2 1960
 HZ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0179+STABILITY: SURFACE MOTION
 HZ0179
 HZ0179  HISTORY     - Date     Condition        Report By
 HZ0179  HISTORY     - 1960     MONUMENTED       PAS
 HZ0179
 HZ0179                          STATION DESCRIPTION
 HZ0179
 HZ0179'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0179'12.6 MI E FROM LEXINGTON.
 HZ0179'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0179'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE TO
 HZ0179'INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0179'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55 MILE
 HZ0179'TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY
 HZ0179'60 AND CONTINUE EAST FOR 7.1 MILES TO CROSS ROADS, TURN LEFT
 HZ0179'AND GO NORTH ON CLEVELAND ROAD FOR 2.6 MILES TO CROSS ROADS.  TURN
 HZ0179'LEFT AND GO WEST ON BRIAR HILL ROAD FOR 1.0 MILE TO A FARM ROAD
 HZ0179'LEFT AT TOP OF GRADE.  TURN LEFT THROUGH GATE AND GO SOUTH ON
 HZ0179'FARM ROAD FOR 0.4 MILE TO AZIMUTH MARK ON THE RIGHT.  TURN LEFT
 HZ0179'AND GO EAST ACROSS PASTURE FOR 0.25 MILE TO A NORTH-SOUTH FENCE
 HZ0179'AND STATION SITE.  REFERENCE MARK 2 IS SOUTH OF THE STATION, 5
 HZ0179'FEET SOUTH OF A 4-INCH HAZEL NUT TREE, 2.2 FEET WEST OF FENCE,
 HZ0179'SET FLUSH AND STAMPED I 64 T 59 NO. 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2184 ***********************************************************************
 HZ2184  DESIGNATION -  I64 T 6
 HZ2184  PID         -  HZ2184
 HZ2184  STATE/COUNTY-  KY/JEFFERSON
 HZ2184  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2184
 HZ2184                         *CURRENT SURVEY CONTROL
 HZ2184  ___________________________________________________________________
 HZ2184* NAD 83(1993)-  38 14 18.94812(N)    085 38 30.77882(W)     ADJUSTED  
 HZ2184* NAVD 88     -       161.4    (meters)     530.     (feet)  VERTCON   
 HZ2184  ___________________________________________________________________
 HZ2184  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 HZ2184  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2184
 HZ2184  HORZ ORDER  -  SECOND
 HZ2184
 HZ2184.The horizontal coordinates were established by classical geodetic methods
 HZ2184.and adjusted by the National Geodetic Survey in December 1995..
 HZ2184
 HZ2184.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2184
 HZ2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2184
 HZ2184.The geoid height was determined by GEOID03.
 HZ2184
 HZ2184;                    North         East     Units Scale Factor Converg.
 HZ2184;SPC KY1Z     - 1,211,458.074 1,509,464.619   MT  0.99992487   +0 03 59.0
 HZ2184;SPC KY1Z     - 3,974,592.03  4,952,301.84   sFT  0.99992487   +0 03 59.0
 HZ2184;SPC KY N     -    82,902.379   378,152.938   MT  0.99997000   -0 51 57.0
 HZ2184;SPC KY N     -   271,988.89  1,240,656.76   sFT  0.99997000   -0 51 57.0
 HZ2184;UTM  16      - 4,233,160.310   618,854.309   MT  0.99977397   +0 50 26.5
 HZ2184
 HZ2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2184!SPC KY1Z     -   0.99997989  x   0.99992487  =   0.99990476
 HZ2184!SPC KY N     -   0.99997989  x   0.99997000  =   0.99994989
 HZ2184!UTM  16      -   0.99997989  x   0.99977397  =   0.99975387
 HZ2184
 HZ2184|---------------------------------------------------------------------|
 HZ2184| PID    Reference Object                     Distance      Geod. Az  |
 HZ2184|                                                           dddmmss.s |
 HZ2184| CG8070 I64 T 6 RM 1                         22.204 METERS 04311     |
 HZ2184| HZ2176 JEFFERSONTOWN MUNICIPAL TANK        APPROX. 8.4 KM 1263132.5 |
 HZ2184| CG8071 I64 T 6 RM 2                         21.576 METERS 14857     |
 HZ2184| CG8069 I64 T 6 AZ MK                                      1764103.8 |
 HZ2184|---------------------------------------------------------------------|
 HZ2184
 HZ2184                          SUPERSEDED SURVEY CONTROL
 HZ2184
 HZ2184  NAD 83(1986)-  38 14 18.95240(N)    085 38 30.78561(W) AD(       ) 2
 HZ2184  NAD 27      -  38 14 18.69930(N)    085 38 30.92700(W) AD(       ) 2
 HZ2184  NGVD 29 (07/19/86)  161.6    (m)          530.     (f) VERT ANG       
 HZ2184
 HZ2184.Superseded values are not recommended for survey control.
 HZ2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2184.See file dsdata.txt to determine how the superseded data were derived.
 HZ2184
 HZ2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1885433160(NAD 83)
 HZ2184_MARKER: DD = SURVEY DISK
 HZ2184_SETTING: 0 = UNSPECIFIED SETTING
 HZ2184
 HZ2184  HISTORY     - Date     Condition        Report By
 HZ2184  HISTORY     - 1961     MONUMENTED       KYHD
 HZ2184  HISTORY     - 1967     GOOD             CGS
 HZ2184  HISTORY     - 1970     GOOD             NGS
 HZ2184
 HZ2184                          STATION DESCRIPTION
 HZ2184
 HZ2184'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 HZ2184'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF JEFFERSONTOWN AND
 HZ2184'ABOUT 1.2 MILES SOUTHEAST OF ST. MATTHEWS AT THE ST. JOHNS
 HZ2184'LUTHERAN CHURCH.
 HZ2184'
 HZ2184'TO REACH THE STATION FROM THE JUNCTION OF BRECKINRIDGE LANE AND
 HZ2184'SHELBYVILLE ROAD U.S. HIGHWAY 60 IN ST. MATTHEWS, GO SOUTHEAST ON
 HZ2184'BRECKINRIDGE LANE FOR 1.25 MILES TO ST. JOHNS LUTHERAN CHURCH ON THE
 HZ2184'LEFT AND STATION.
 HZ2184'
 HZ2184'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEAST ON
 HZ2184'BRECKINRIDGE LANE FOR 0.55 MILE TO DUTCHMANS LANE RIGHT, TURN
 HZ2184'RIGHT AND GO SOUTHWEST ON DUTCHMANS LANE FOR 0.4 MILE TO MARK ON THE
 HZ2184'RIGHT.
 HZ2184'
 HZ2184'STATION MARK IS LOCATED ABOUT 201 FEET EAST OF THE NORTHEAST CORNER
 HZ2184'OF CHURCH, ABOUT 177 FEET NORTHEAST OF THE SOUTHEAST CORNER
 HZ2184'OF CHURCH, 54.5 FEET NORTHWEST OF THE WEST END OF A CONCRETE WALK AND
 HZ2184'33 FEET NORTH OF THE CENTER OF A MANHOLE. THE MARK IS FLUSH AND
 HZ2184'THE DISK IS STAMPED I64-T6-1961.
 HZ2184'
 HZ2184'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, NEAR THE CHURCH
 HZ2184'EAST PROPERTY LINE, ABOUT 259 FEET EAST OF THE NORTHEAST
 HZ2184'CORNER OF CHURCH, 74.5 FEET NORTH OF THE EAST END OF CONCRETE WALK.
 HZ2184'THE MARK IS FLUSH AND THE DISK IS STAMPED I64-T6-NO.1 1961.
 HZ2184'
 HZ2184'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, NEAR THE CHURCH
 HZ2184'SOUTH PROPERTY LINE, 16 FEET SOUTHEAST OF THE WEST END OF
 HZ2184'CONCRETE WALK AND 6.1 FT. EAST OF METAL WITNESS POST AND SIGN. THE
 HZ2184'MARK IS FLUSH AND THE DISK IS STAMPED I64-T6-NO. 2 1961.
 HZ2184'
 HZ2184'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTH OF THE STATION, 81 FEET
 HZ2184'NORTHEAST OF A 14 INCH ASH TREE, 40 FEET SOUTHWEST OF A 10 INCH
 HZ2184'ASH TREE, 23 FEET NORTHWEST OF THE CENTER OF DUTCHMANS LANE, 1.9
 HZ2184'FEET EAST OF METAL WITNESS POST AND SIGN, AND 1.6 FEET
 HZ2184'SOUTHEAST OF WOVEN WIRE FENCE. THE MARK IS FLUSH AND THE DISK IS
 HZ2184'STAMPED I64-T6-1961.
 HZ2184'
 HZ2184'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2184'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HZ2184'
 HZ2184'HEIGHT OF LIGHT ABOVE STATION MARK 17.4 METERS.
 HZ2184
 HZ2184                          STATION RECOVERY (1967)
 HZ2184
 HZ2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ETO)
 HZ2184'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 HZ2184'PREVIOUS DESCRIPTION IS ADEQUATE.
 HZ2184
 HZ2184                          STATION RECOVERY (1970)
 HZ2184
 HZ2184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DLV)
 HZ2184'THIS STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION AS
 HZ2184'DESCRIBED.
 HZ2184'
 HZ2184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MILES
 HZ2184'SOUTHEAST OF ST. MATTHEWS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0184 ***********************************************************************
 HZ0184  DESIGNATION -  I64 T 60 AZ MK
 HZ0184  PID         -  HZ0184
 HZ0184  STATE/COUNTY-  KY/FAYETTE
 HZ0184  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0184
 HZ0184                         *CURRENT SURVEY CONTROL
 HZ0184  ___________________________________________________________________
 HZ0184* NAD 83(1986)-  38 02 47.     (N)    084 21 01.     (W)     SCALED    
 HZ0184* NAVD 88     -       309.812  (meters)    1016.44   (feet)  ADJUSTED  
 HZ0184  ___________________________________________________________________
 HZ0184  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HZ0184  DYNAMIC HT  -         309.587 (meters)    1015.70  (feet)  COMP
 HZ0184  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 HZ0184
 HZ0184  VERT ORDER  -  SECOND    CLASS 0
 HZ0184
 HZ0184.The horizontal coordinates were scaled from a topographic map and have
 HZ0184.an estimated accuracy of +/- 6 seconds.
 HZ0184
 HZ0184.The orthometric height was determined by differential leveling
 HZ0184.and adjusted by the National Geodetic Survey in June 1991..
 HZ0184
 HZ0184.The geoid height was determined by GEOID03.
 HZ0184
 HZ0184.The dynamic height is computed by dividing the NAVD 88
 HZ0184.geopotential number by the normal gravity value computed on the
 HZ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0184.degrees latitude (g = 980.6199 gals.).
 HZ0184
 HZ0184.The modeled gravity was interpolated from observed gravity values.
 HZ0184
 HZ0184;                    North         East    Units  Estimated Accuracy
 HZ0184;SPC KY1Z     - 1,191,040.    1,622,850.      MT  (+/- 180 meters Scaled)
 HZ0184
 HZ0184                          SUPERSEDED SURVEY CONTROL
 HZ0184
 HZ0184  NGVD 29 (??/??/92)  309.96   (m)         1016.9    (f) COMPUTED    2 0
 HZ0184
 HZ0184.Superseded values are not recommended for survey control.
 HZ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0184.See file dsdata.txt to determine how the superseded data were derived.
 HZ0184
 HZ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH325142(NAD 83)
 HZ0184_MARKER: DZ = AZIMUTH MARK DISK
 HZ0184_SETTING: 0 = UNSPECIFIED SETTING
 HZ0184_STAMPING: I 64 T 60 1960
 HZ0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0184
 HZ0184  HISTORY     - Date     Condition        Report By
 HZ0184  HISTORY     - 1960     MONUMENTED       PAS
 HZ0184
 HZ0184                          STATION DESCRIPTION
 HZ0184
 HZ0184'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0184'9.9 MI E FROM LEXINGTON.
 HZ0184'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0184'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0184'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0184'LEFT ON MIDLAND AVENUE (U.S. HIGHWAY 60) AND GO EAST FOR 0.55
 HZ0184'MILE TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY
 HZ0184'60 AND CONTINUE EAST FOR 7.1 MILES TO CROSS ROADS.  TURN LEFT AND
 HZ0184'GO NORTH ON CLEVELAND ROAD FOR 1.25 MILES TO STATION ON THE LEFT.
 HZ0184'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHEAST OF THE STATION, ABOUT
 HZ0184'250 FEET NORTHEAST OF THE NORTHEAST CORNER OF TOBACCO BARN, ABOUT
 HZ0184'136 FEET NORTH OF A 15 INCH LOCUST TREE, 85 FEET EAST OF A CONCRETE
 HZ0184'WELL CURBING, 25 FEET SOUTH OF FENCE CORNER, 1.6 FEET WEST OF
 HZ0184'WIRE FENCE, FLUSH AND STAMPED I 64 T 60 1960.  AZIMUTH MARK IS
 HZ0184'1.2 FEET WEST OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0189 ***********************************************************************
 HZ0189  DESIGNATION -  I64 T 61
 HZ0189  PID         -  HZ0189
 HZ0189  STATE/COUNTY-  KY/FAYETTE
 HZ0189  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0189
 HZ0189                         *CURRENT SURVEY CONTROL
 HZ0189  ___________________________________________________________________
 HZ0189* NAD 83(1993)-  38 02 51.44233(N)    084 19 01.18457(W)     ADJUSTED  
 HZ0189* NAVD 88     -       313.632  (meters)    1028.97   (feet)  ADJUSTED  
 HZ0189  ___________________________________________________________________
 HZ0189  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 HZ0189  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HZ0189  DYNAMIC HT  -         313.403 (meters)    1028.22  (feet)  COMP
 HZ0189  MODELED GRAV-     979,892.5   (mgal)                       NAVD 88
 HZ0189
 HZ0189  HORZ ORDER  -  SECOND
 HZ0189  VERT ORDER  -  SECOND    CLASS 0
 HZ0189
 HZ0189.The horizontal coordinates were established by classical geodetic methods
 HZ0189.and adjusted by the National Geodetic Survey in December 1995..
 HZ0189
 HZ0189.The orthometric height was determined by differential leveling
 HZ0189.and adjusted by the National Geodetic Survey in June 1991..
 HZ0189
 HZ0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0189
 HZ0189.The geoid height was determined by GEOID03.
 HZ0189
 HZ0189.The dynamic height is computed by dividing the NAVD 88
 HZ0189.geopotential number by the normal gravity value computed on the
 HZ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0189.degrees latitude (g = 980.6199 gals.).
 HZ0189
 HZ0189.The modeled gravity was interpolated from observed gravity values.
 HZ0189
 HZ0189;                    North         East     Units Scale Factor Converg.
 HZ0189;SPC KY1Z     - 1,191,222.054 1,625,766.516   MT  0.99990939   +0 52 47.3
 HZ0189;SPC KY1Z     - 3,908,201.02  5,333,868.98   sFT  0.99990939   +0 52 47.3
 HZ0189;SPC KY N     -    60,786.350   494,119.476   MT  0.99998874   -0 02 30.0
 HZ0189;SPC KY N     -   199,429.88  1,621,123.65   sFT  0.99998874   -0 02 30.0
 HZ0189;UTM  16      - 4,214,497.589   735,429.070   MT  1.00028270   +1 39 15.6
 HZ0189
 HZ0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0189!SPC KY1Z     -   0.99995598  x   0.99990939  =   0.99986537
 HZ0189!SPC KY N     -   0.99995598  x   0.99998874  =   0.99994472
 HZ0189!UTM  16      -   0.99995598  x   1.00028270  =   1.00023867
 HZ0189
 HZ0189|---------------------------------------------------------------------|
 HZ0189| PID    Reference Object                     Distance      Geod. Az  |
 HZ0189|                                                           dddmmss.s |
 HZ0189| HZ0188 I64 T 61 RM 1                        37.571 METERS 19540     |
 HZ0189| HZ0187 I64 T 61 RM 2                        40.476 METERS 25910     |
 HZ0189| HZ0186 I64 T 61 AZ MK                                     3064427.5 |
 HZ0189|---------------------------------------------------------------------|
 HZ0189
 HZ0189                          SUPERSEDED SURVEY CONTROL
 HZ0189
 HZ0189  NAD 83(1986)-  38 02 51.45089(N)    084 19 01.19193(W) AD(       ) 2
 HZ0189  NAD 27      -  38 02 51.15500(N)    084 19 01.42200(W) AD(       ) 2
 HZ0189  NGVD 29 (??/??/92)  313.782  (m)         1029.47   (f) ADJ UNCH    2 0
 HZ0189
 HZ0189.Superseded values are not recommended for survey control.
 HZ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0189.See file dsdata.txt to determine how the superseded data were derived.
 HZ0189
 HZ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3542914498(NAD 83)
 HZ0189_MARKER: DB = BENCH MARK DISK
 HZ0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0189_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ0189_STAMPING: I 64 T 61 1960
 HZ0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0189
 HZ0189  HISTORY     - Date     Condition        Report By
 HZ0189  HISTORY     - 1960     MONUMENTED       PAS
 HZ0189  HISTORY     - 1960     GOOD             PAS
 HZ0189
 HZ0189                          STATION DESCRIPTION
 HZ0189
 HZ0189'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ0189'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHWEST OF WINCHESTER, ON
 HZ0189'LAND OWNED BY MR. B.D. GOFF, JR.  IT IS IN AN OPEN PASTURE AND IS
 HZ0189'APPROXIMATELY 150 FEET SOUTH OF HIGHEST POINT OF HILL.
 HZ0189'
 HZ0189'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN WINCHESTER,
 HZ0189'GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION OF LEXINGTON
 HZ0189'AVENUE.TURN RIGHT AND GO WEST ON LEXINGTON AVENUE (U.S. HIGHWAY 60)
 HZ0189'FOR 9.35 MILES TO STATE HIGHWAY NO.859 RIGHT, (HALEY ROAD).  TURN
 HZ0189'RIGHT AND GO NORTH ON STATE HIGHWAY 859 FOR 1.8 MILES TO A FARM ROAD
 HZ0189'RIGHT.  TURN RIGHT AND GO EAST ON FARM ROAD FOR 0.25 MILE TO A FENCE
 HZ0189'SOUTHEAST. TURN RIGHT AND FOLLOW FENCE SOUTHEAST FOR 0.1 MILE TO
 HZ0189'STATION ON THE LEFT.
 HZ0189'
 HZ0189'STATION MARK IS LOCATED ABOUT 110 FEET NORTHEAST OF FENCE, 56 FEET
 HZ0189'SOUTH OF A 42 INCH HACKBERRY TREE, 40 FEET EAST NORTHEAST OF A 40
 HZ0189'INCH HACKBERRY TREE, 25 FEET EAST SOUTHEAST OF AN 18 INCH WALNUT
 HZ0189'TREE.THE MARK IS 12 INCHES BELOW THE SURFACE AND THE DISK IS
 HZ0189'STAMPED I 64 T61 1960.
 HZ0189'
 HZ0189'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH ON STATE
 HZ0189'HIGHWAY 859 FOR 0.2 MILE TO MARK ON THE LEFT.
 HZ0189'
 HZ0189'REFERENCE MARK 1 IS SOUTH OF THE STATION, 76 FEET SOUTHEAST OF A 36
 HZ0189'INCH HACKBERRY TREE, 1.3 FEET NORTHEAST OF WIRE FENCE.  THE MARK IS
 HZ0189'FLUSH AND THE DISK IS STAMPED I64 T61 NO.1 1960.
 HZ0189'
 HZ0189'REFERENCE MARK 2 IS WEST OF THE STATION, 65 FEET WEST NORTHWEST OF A
 HZ0189'36 INCH HACKBERRY TREE, 2 FDEET NORTHEAST OF WIRE FENCE.  THE MARK
 HZ0189'IS FLUSH AND THE DISK IS STAMPED I64 T61 NO.2 1960.
 HZ0189'
 HZ0189'AZIMUTH MARK IS ABOUT 0.4 MILE NORTHWEST OF THE STATION, 38 FEET WEST
 HZ0189'OF THE APPROXIMATE CENTER OF STATE HIGHWAY 859, 3.4 FEET SOUTHEAST
 HZ0189'OF GATE POST AND 2.5 FEET EAST OF WIRE FENCE.  THE MARK PROJECTS 2
 HZ0189'INCHES AND THE DISK IS STAMPED I 64 T 61 1960.
 HZ0189'
 HZ0189'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0189'DEPARTMENT OF HIGHWAY SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ0189'
 HZ0189'REFERENCE MARK 1 IS 0.9 FOOT NORTHEAST OF METAL WITNESS POAT AND
 HZ0189'SIGN.
 HZ0189'
 HZ0189'AZIMUTH MARK IS 2.1 FEET EAST OF METAL WITNESS POST AND SIGN.
 HZ0189
 HZ0189                          STATION RECOVERY (1960)
 HZ0189
 HZ0189'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0189'11.6 MI NW FROM WINCHESTER.
 HZ0189'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN
 HZ0189'WINCHESTER, GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION
 HZ0189'OF LEXINGTON AVENUE.  TURN RIGHT AND GO WEST ON LEXINGTON AVENUE
 HZ0189'(U.S. HIGHWAY 60) FOR 9.35 MILES TO STATE HIGHWAY NO. 859 RIGHT
 HZ0189'(HALEY ROAD).  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 859
 HZ0189'FOR 1.8 MILES TO A FARM ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 HZ0189'FARM ROAD FOR 0.25 MILE TO A FENCE SOUTHEAST.  TURN RIGHT AND FOLLOW
 HZ0189'FENCE SOUTHEAST FOR 0.1 MILE TO STATION ON THE LEFT.  STATION MARK
 HZ0189'IS LOCATED ABOUT 110 FEET NORTHEAST OF FENCE, 56 FEET SOUTH OF A
 HZ0189'42 INCH HACKBERRY TREE, 40 FEET EAST-NORTHEAST OF A 40-INCH
 HZ0189'HACKBERRY TREE, 25 FEET EAST-SOUTHEAST OF AN 18 INCH WALNUT TREE.
 HZ0189'THE MARK IS 12 INCHES BELOW THE SURFACE AND IS STAMPED I 64 T 61
 HZ0189'1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0186 ***********************************************************************
 HZ0186  DESIGNATION -  I64 T 61 AZ MK
 HZ0186  PID         -  HZ0186
 HZ0186  STATE/COUNTY-  KY/FAYETTE
 HZ0186  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0186
 HZ0186                         *CURRENT SURVEY CONTROL
 HZ0186  ___________________________________________________________________
 HZ0186* NAD 83(1986)-  38 03 04.     (N)    084 19 22.     (W)     SCALED    
 HZ0186* NAVD 88     -       308.570  (meters)    1012.37   (feet)  ADJUSTED  
 HZ0186  ___________________________________________________________________
 HZ0186  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HZ0186  DYNAMIC HT  -         308.345 (meters)    1011.63  (feet)  COMP
 HZ0186  MODELED GRAV-     979,892.7   (mgal)                       NAVD 88
 HZ0186
 HZ0186  VERT ORDER  -  SECOND    CLASS 0
 HZ0186
 HZ0186.The horizontal coordinates were scaled from a topographic map and have
 HZ0186.an estimated accuracy of +/- 6 seconds.
 HZ0186
 HZ0186.The orthometric height was determined by differential leveling
 HZ0186.and adjusted by the National Geodetic Survey in June 1991..
 HZ0186
 HZ0186.The geoid height was determined by GEOID03.
 HZ0186
 HZ0186.The dynamic height is computed by dividing the NAVD 88
 HZ0186.geopotential number by the normal gravity value computed on the
 HZ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0186.degrees latitude (g = 980.6199 gals.).
 HZ0186
 HZ0186.The modeled gravity was interpolated from observed gravity values.
 HZ0186
 HZ0186;                    North         East    Units  Estimated Accuracy
 HZ0186;SPC KY1Z     - 1,191,600.    1,625,250.      MT  (+/- 180 meters Scaled)
 HZ0186
 HZ0186                          SUPERSEDED SURVEY CONTROL
 HZ0186
 HZ0186  NGVD 29 (??/??/92)  308.720  (m)         1012.86   (f) ADJ UNCH    2 0
 HZ0186
 HZ0186.Superseded values are not recommended for survey control.
 HZ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0186.See file dsdata.txt to determine how the superseded data were derived.
 HZ0186
 HZ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH349148(NAD 83)
 HZ0186_MARKER: DZ = AZIMUTH MARK DISK
 HZ0186_SETTING: 0 = UNSPECIFIED SETTING
 HZ0186_STAMPING: I 64 T 61 1960
 HZ0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0186
 HZ0186  HISTORY     - Date     Condition        Report By
 HZ0186  HISTORY     - 1960     MONUMENTED       PAS
 HZ0186
 HZ0186                          STATION DESCRIPTION
 HZ0186
 HZ0186'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0186'11.4 MI NW FROM WINCHESTER.
 HZ0186'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN
 HZ0186'WINCHESTER, GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION
 HZ0186'OF LEXINGTON AVENUE.  TURN RIGHT AND GO WEST ON LEXINGTON AVENUE
 HZ0186'(U.S. HIGHWAY 60) FOR 9.35 MILES TO STATE HIGHWAY NO. 859 RIGHT,
 HZ0186'(HALEY ROAD), TURN RIGHT AND GO NORTH ON STATE HIGHWAY 859 FOR
 HZ0186'1.8 MILES TO A FARM ROAD RIGHT, CONTINUE NORTH ON STATE HIGHWAY
 HZ0186'859 FOR 0.2 MILE TO MARK ON THE LEFT.  AZIMUTH MARK IS 0.4 MILE
 HZ0186'NORTHWEST OF THE STATION, 38 FEET WEST OF THE APPROXIMATE CENTER
 HZ0186'OF STATE HIGHWAY 859, 3.4 FEET SOUTHEAST OF GATE POST AND 2.5 FEET
 HZ0186'EAST OF WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HZ0186'STAMPED I 64 T 61 1960.  AZIMUTH MARK IS 2.1 FEET EAST OF METAL
 HZ0186'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0188 ***********************************************************************
 HZ0188  DESIGNATION -  I64 T 61 RM 1
 HZ0188  PID         -  HZ0188
 HZ0188  STATE/COUNTY-  KY/FAYETTE
 HZ0188  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0188
 HZ0188                         *CURRENT SURVEY CONTROL
 HZ0188  ___________________________________________________________________
 HZ0188* NAD 83(1986)-  38 02 51.     (N)    084 19 01.     (W)     SCALED    
 HZ0188* NAVD 88     -       312.86   (+/-2cm)    1026.4    (feet)  VERTCON   
 HZ0188  ___________________________________________________________________
 HZ0188  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HZ0188
 HZ0188  VERT ORDER  -  ? (See Below)
 HZ0188
 HZ0188.The horizontal coordinates were scaled from a topographic map and have
 HZ0188.an estimated accuracy of +/- 6 seconds.
 HZ0188
 HZ0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0188.The vertical order pertains to the NGVD 29 superseded value.
 HZ0188
 HZ0188.The geoid height was determined by GEOID03.
 HZ0188
 HZ0188;                    North         East    Units  Estimated Accuracy
 HZ0188;SPC KY1Z     - 1,191,210.    1,625,770.      MT  (+/- 180 meters Scaled)
 HZ0188
 HZ0188                          SUPERSEDED SURVEY CONTROL
 HZ0188
 HZ0188  NGVD 29 (??/??/92)  313.005  (m)         1026.92   (f) ADJ UNCH    ?  
 HZ0188
 HZ0188.Superseded values are not recommended for survey control.
 HZ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0188.See file dsdata.txt to determine how the superseded data were derived.
 HZ0188
 HZ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH354144(NAD 83)
 HZ0188_MARKER: DR = REFERENCE MARK DISK
 HZ0188_SETTING: 0 = UNSPECIFIED SETTING
 HZ0188_STAMPING: I 64 T 61 NO 1 1960
 HZ0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0188
 HZ0188  HISTORY     - Date     Condition        Report By
 HZ0188  HISTORY     - 1960     MONUMENTED       PAS
 HZ0188
 HZ0188                          STATION DESCRIPTION
 HZ0188
 HZ0188'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0188'11.6 MI NW FROM WINCHESTER.
 HZ0188'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN
 HZ0188'WINCHESTER, GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION
 HZ0188'OF LEXINGTON AVENUE, TURN RIGHT AND GO WEST ON LEXINGTON AVENUE
 HZ0188'(U.S. HIGHWAY 60) FOR 9.35 MILES TO STATE HIGHWAY NO. 859 RIGHT,
 HZ0188'(HALEY ROAD).  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 859 FOR
 HZ0188'1.8 MILES TO A FARM ROAD RIGHT.  TURN RIGHT AND GO EAST ON FARM
 HZ0188'ROAD FOR 0.25 MILE TO A FENCE SOUTHEAST.  TURN RIGHT AND FOLLOW
 HZ0188'FENCE SOUTHEAST FOR 0.1 MILE TO STATION ON THE LEFT.  REFERENCE
 HZ0188'MARK 1 IS SOUTH OF THE STATION, 76 FEET SOUTHEAST OF A 36-INCH
 HZ0188'HACKBERRY TREE, 1.3 FEET NORTHEAST OF WIRE FENCE, SET FLUSH AND
 HZ0188'STAMPED I 64 T 61 NO. 1 1960.  MARK IS 0.9 FOOT NORTHEAST OF
 HZ0188'METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0187 ***********************************************************************
 HZ0187  DESIGNATION -  I64 T 61 RM 2
 HZ0187  PID         -  HZ0187
 HZ0187  STATE/COUNTY-  KY/FAYETTE
 HZ0187  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0187
 HZ0187                         *CURRENT SURVEY CONTROL
 HZ0187  ___________________________________________________________________
 HZ0187* NAD 83(1986)-  38 02 51.     (N)    084 19 01.     (W)     SCALED    
 HZ0187* NAVD 88     -       312.96   (+/-2cm)    1026.8    (feet)  VERTCON   
 HZ0187  ___________________________________________________________________
 HZ0187  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HZ0187
 HZ0187  VERT ORDER  -  ? (See Below)
 HZ0187
 HZ0187.The horizontal coordinates were scaled from a topographic map and have
 HZ0187.an estimated accuracy of +/- 6 seconds.
 HZ0187
 HZ0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0187.The vertical order pertains to the NGVD 29 superseded value.
 HZ0187
 HZ0187.The geoid height was determined by GEOID03.
 HZ0187
 HZ0187;                    North         East    Units  Estimated Accuracy
 HZ0187;SPC KY1Z     - 1,191,210.    1,625,770.      MT  (+/- 180 meters Scaled)
 HZ0187
 HZ0187                          SUPERSEDED SURVEY CONTROL
 HZ0187
 HZ0187  NGVD 29 (??/??/92)  313.107  (m)         1027.25   (f) ADJ UNCH    ?  
 HZ0187
 HZ0187.Superseded values are not recommended for survey control.
 HZ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0187.See file dsdata.txt to determine how the superseded data were derived.
 HZ0187
 HZ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH354144(NAD 83)
 HZ0187_MARKER: DR = REFERENCE MARK DISK
 HZ0187_SETTING: 0 = UNSPECIFIED SETTING
 HZ0187_STAMPING: I 64 T 61 NO 2 1960
 HZ0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0187
 HZ0187  HISTORY     - Date     Condition        Report By
 HZ0187  HISTORY     - 1960     MONUMENTED       PAS
 HZ0187
 HZ0187                          STATION DESCRIPTION
 HZ0187
 HZ0187'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0187'11.6 MI NW FROM WINCHESTER.
 HZ0187'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN
 HZ0187'WINCHESTER, GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION
 HZ0187'OF LEXINGTON AVENUE, TURN RIGHT AND GO WEST ON LEXINGTON AVENUE
 HZ0187'(U.S. HIGHWAY 60) FOR 9.35 MILES TO STATE HIGHWAY NO. 859 RIGHT,
 HZ0187'(HALEY ROAD).  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 859 FOR
 HZ0187'1.8 MILES TO A FARM ROAD RIGHT.  TURN RIGHT AND GO EAST ON FARM
 HZ0187'ROAD FOR 0.25 MILE TO A FENCE SOUTHEAST.  TURN RIGHT AND FOLLOW
 HZ0187'FENCE SOUTHEAST FOR 0.1 MILE TO STATION ON THE LEFT.  REFERENCE
 HZ0187'MARK 2 IS WEST OF THE STATION, 65 FEET WEST-NORTHWEST OF A
 HZ0187'36-INCH HACKBERRY TREE, 2 FEET NORTHEAST OF WIRE FENCE, SET FLUSH
 HZ0187'AND IS STAMPED I 64 T 61 NO. 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2422 ***********************************************************************
 HZ2422  DESIGNATION -  I64 T 62
 HZ2422  PID         -  HZ2422
 HZ2422  STATE/COUNTY-  KY/CLARK
 HZ2422  USGS QUAD   -  CLINTONVILLE (1978)
 HZ2422
 HZ2422                         *CURRENT SURVEY CONTROL
 HZ2422  ___________________________________________________________________
 HZ2422* NAD 83(1993)-  38 03 09.18472(N)    084 17 10.41152(W)     ADJUSTED  
 HZ2422* NAVD 88     -       318.4    (meters)    1045.     (feet)  VERTCON   
 HZ2422  ___________________________________________________________________
 HZ2422  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 HZ2422  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HZ2422
 HZ2422  HORZ ORDER  -  SECOND
 HZ2422
 HZ2422.The horizontal coordinates were established by classical geodetic methods
 HZ2422.and adjusted by the National Geodetic Survey in December 1995..
 HZ2422
 HZ2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2422
 HZ2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2422
 HZ2422.The geoid height was determined by GEOID03.
 HZ2422
 HZ2422;                    North         East     Units Scale Factor Converg.
 HZ2422;SPC KY1Z     - 1,191,810.895 1,628,458.248   MT  0.99990965   +0 53 55.3
 HZ2422;SPC KY1Z     - 3,910,132.91  5,342,700.10   sFT  0.99990965   +0 53 55.3
 HZ2422;SPC KY N     -    61,331.874   496,820.542   MT  0.99998811   -0 01 21.1
 HZ2422;SPC KY N     -   201,219.66  1,629,985.39   sFT  0.99998811   -0 01 21.1
 HZ2422;UTM  16      - 4,215,123.007   738,113.618   MT  1.00029836   +1 40 24.6
 HZ2422
 HZ2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2422!SPC KY1Z     -   0.99995524  x   0.99990965  =   0.99986490
 HZ2422!SPC KY N     -   0.99995524  x   0.99998811  =   0.99994335
 HZ2422!UTM  16      -   0.99995524  x   1.00029836  =   1.00025359
 HZ2422
 HZ2422|---------------------------------------------------------------------|
 HZ2422| PID    Reference Object                     Distance      Geod. Az  |
 HZ2422|                                                           dddmmss.s |
 HZ2422| DC2278 I64 T 62 RM 1                        17.153 METERS 11048     |
 HZ2422| DC2277 I64 T 62 AZ MK                                     2831634.0 |
 HZ2422| DC2279 I64 T 62 RM 2                        23.243 METERS 28857     |
 HZ2422| HZ2421 LEXINGTON SIGNAL DEPOT TANK         APPROX. 4.4 KM 3151452.6 |
 HZ2422|---------------------------------------------------------------------|
 HZ2422
 HZ2422                          SUPERSEDED SURVEY CONTROL
 HZ2422
 HZ2422  NAD 83(1986)-  38 03 09.19306(N)    084 17 10.41895(W) AD(       ) 2
 HZ2422  NAD 27      -  38 03 08.89590(N)    084 17 10.65240(W) AD(       ) 2
 HZ2422  NGVD 29 (07/19/86)  318.5    (m)         1045.     (f) VERT ANG       
 HZ2422
 HZ2422.Superseded values are not recommended for survey control.
 HZ2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2422.See file dsdata.txt to determine how the superseded data were derived.
 HZ2422
 HZ2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3811415123(NAD 83)
 HZ2422_MARKER: DD = SURVEY DISK
 HZ2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2422_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2422
 HZ2422  HISTORY     - Date     Condition        Report By
 HZ2422  HISTORY     - 1960     MONUMENTED       PAS
 HZ2422
 HZ2422                          STATION DESCRIPTION
 HZ2422
 HZ2422'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ2422'THE STATION ID LOCATED ABOUT 7 MILES NORTHWEST OF WINCHESTER, ABOUT
 HZ2422'175 YARDS SOUTHWEST OF MILE POST 107 ON THE LOUISVILLE AND NASHVILLE
 HZ2422'RAILROAD AND ABOUT 100 FEET EAST OF THE FAYETTE CLARK COUNTY LINE.
 HZ2422'IT IS ON LAND OWNED BY MR. B.D. GOFF, JR..
 HZ2422'
 HZ2422'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN WINCHESTER,
 HZ2422'GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION OF LEXINGTON
 HZ2422'AVENUE.TURN RIGHT AND GO WEST ON LEXINGTON AVENUE (U.S. HIGHWAY 60)
 HZ2422'FOR 9.35 MILES TO STATE HIGHWAY 859 (HALEY ROAD) RIGHT.  TURN RIGHT
 HZ2422'AND GO NORTH ON STATE HIGHWAY 859 FOR 1.8 MILES TO A FARM ROAD
 HZ2422'RIGHT.  TURN RIGHT AND GO EAST ON FARM ROAD FOR 1.25 MILES TO A Y
 HZ2422'FORK, THIS FORK IS ABOUT 50 FEET EAST OF A SMALL STREAM.  TAKE LEFT
 HZ2422'FORK AND GO NORTHEAST ON FARM ROAD FOR 0.2 MILE TO A STOCK BARN AND
 HZ2422'THE AZIMUTH MARK ON THE RIGHT.GO THROUGH GATE AND CONTINUE EAST
 HZ2422'ALONG FENCE FOR 0.6 MILE TO TOP OF HILL AND STATION SITE.
 HZ2422'
 HZ2422'STATION MARK IS LOCATED 57 FEET WEST OF FENCE CORNER, 17 FEET EAST OF
 HZ2422'A 42 INCH ASH TREE, 3.0 FEET SOUTH OF WIRE FENCE.  THE MARK IS 12
 HZ2422'INCHES BELOW THE SURFACE AND THE DISK IS STAMPED I 64 T62 1960.
 HZ2422'
 HZ2422'REFERENCE MARK 1 IS EAST OF STATION, 33 FEET NORTH OF A 30 INCH ASH
 HZ2422'TREE, 5 FEET SOUTH OF FENCE CORNER, 2 FEET WEST OF WIRE FENCE.  THE
 HZ2422'MARK IS FLUSH AND THE DISK IS STAMPED I 64 T 62 NO.1 1960.
 HZ2422'
 HZ2422'REFERENCE MARK 2 IS WEST OF THE STATION, 57 FEET WEST OF A 42 INCH
 HZ2422'ASH TREE 24 FEET EAST-NORTHEAST OF A 24 INCH ASH TREE AND 1.4 FEET
 HZ2422'SOUTH OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I
 HZ2422'64 T62 NO. 2 1960.
 HZ2422'
 HZ2422'AZIMUTH MARK IS ABOUT 0.6 MILE WEST OF THE STATION, 21 FEET SOUTH
 HZ2422'SOUTHEAST OF SOUTHEAST CORNER OF BARN, 10 FEET SOUTH OF SOUTH GATE
 HZ2422'POST, 1.7 FEET EAST OF FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HZ2422'STAMPED I64 T62 1960.
 HZ2422'
 HZ2422'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ2422'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ2422'
 HZ2422'REFERENCE MARK 2 IS 1.5 FEET SOUTHWEST OF METAL WIITNESS POST AND
 HZ2422'SIGN.
 HZ2422'
 HZ2422'AZIMUTH MARK IS 1.3 FEET EAST OF METAL WITNESS POST AND SIGN.
 HZ2422'
 HZ2422'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0195 ***********************************************************************
 HZ0195  DESIGNATION -  I64 T 63
 HZ0195  PID         -  HZ0195
 HZ0195  STATE/COUNTY-  KY/CLARK
 HZ0195  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0195
 HZ0195                         *CURRENT SURVEY CONTROL
 HZ0195  ___________________________________________________________________
 HZ0195* NAD 83(1993)-  38 02 13.31552(N)    084 16 26.25303(W)     ADJUSTED  
 HZ0195* NAVD 88     -       307.089  (meters)    1007.51   (feet)  ADJUSTED  
 HZ0195  ___________________________________________________________________
 HZ0195  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 HZ0195  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HZ0195  DYNAMIC HT  -         306.864 (meters)    1006.77  (feet)  COMP
 HZ0195  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 HZ0195
 HZ0195  HORZ ORDER  -  SECOND
 HZ0195  VERT ORDER  -  SECOND    CLASS 0
 HZ0195
 HZ0195.The horizontal coordinates were established by classical geodetic methods
 HZ0195.and adjusted by the National Geodetic Survey in December 1995..
 HZ0195
 HZ0195.The orthometric height was determined by differential leveling
 HZ0195.and adjusted by the National Geodetic Survey in June 1991..
 HZ0195
 HZ0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0195
 HZ0195.The geoid height was determined by GEOID03.
 HZ0195
 HZ0195.The dynamic height is computed by dividing the NAVD 88
 HZ0195.geopotential number by the normal gravity value computed on the
 HZ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0195.degrees latitude (g = 980.6199 gals.).
 HZ0195
 HZ0195.The modeled gravity was interpolated from observed gravity values.
 HZ0195
 HZ0195;                    North         East     Units Scale Factor Converg.
 HZ0195;SPC KY1Z     - 1,190,105.630 1,629,561.865   MT  0.99990886   +0 54 22.4
 HZ0195;SPC KY1Z     - 3,904,538.22  5,346,320.89   sFT  0.99990886   +0 54 22.4
 HZ0195;SPC KY N     -    59,608.949   497,896.686   MT  0.99999010   -0 00 53.7
 HZ0195;SPC KY N     -   195,567.03  1,633,516.04   sFT  0.99999010   -0 00 53.7
 HZ0195;UTM  16      - 4,213,432.153   739,240.628   MT  1.00030499   +1 40 49.8
 HZ0195
 HZ0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0195!SPC KY1Z     -   0.99995700  x   0.99990886  =   0.99986587
 HZ0195!SPC KY N     -   0.99995700  x   0.99999010  =   0.99994710
 HZ0195!UTM  16      -   0.99995700  x   1.00030499  =   1.00026198
 HZ0195
 HZ0195:                Primary Azimuth Mark                     Grid Az
 HZ0195:SPC KY1Z     -  I64 T 63 AZ MK                           017 42 16.8
 HZ0195:SPC KY N     -  I64 T 63 AZ MK                           018 37 32.9
 HZ0195:UTM  16      -  I64 T 63 AZ MK                           016 55 49.4
 HZ0195
 HZ0195|---------------------------------------------------------------------|
 HZ0195| PID    Reference Object                     Distance      Geod. Az  |
 HZ0195|                                                           dddmmss.s |
 HZ0195| HZ0196 I64 T 63 AZ MK                                     0183639.2 |
 HZ0195| HZ0193 I64 T 63 RM 1                       116.796 METERS 17142     |
 HZ0195| HZ0194 I64 T 63 RM 2                       139.056 METERS 21718     |
 HZ0195|---------------------------------------------------------------------|
 HZ0195
 HZ0195                          SUPERSEDED SURVEY CONTROL
 HZ0195
 HZ0195  NAD 83(1986)-  38 02 13.32369(N)    084 16 26.26069(W) AD(       ) 2
 HZ0195  NAD 27      -  38 02 13.02420(N)    084 16 26.49510(W) AD(       ) 2
 HZ0195  NGVD 29 (??/??/92)  307.237  (m)         1007.99   (f) ADJ UNCH    2 0
 HZ0195
 HZ0195.Superseded values are not recommended for survey control.
 HZ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0195.See file dsdata.txt to determine how the superseded data were derived.
 HZ0195
 HZ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3924113432(NAD 83)
 HZ0195_MARKER: DE = TRAVERSE STATION DISK
 HZ0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0195_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ0195_STAMPING: I 64 T 63 1960
 HZ0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0195
 HZ0195  HISTORY     - Date     Condition        Report By
 HZ0195  HISTORY     - 1960     MONUMENTED       PAS
 HZ0195  HISTORY     - 1960     GOOD             PAS
 HZ0195
 HZ0195                          STATION DESCRIPTION
 HZ0195
 HZ0195'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ0195'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF WINCHESTER, ABOUT
 HZ0195'3.5 MILES SOUTH OF CLINTONVILLE AND ON LAND OWNED BY MR. JAKE
 HZ0195'GRAVES.  IT IS IN AN OPEN PASTURE AND ON THE APPROXIMATELY HIGHEST
 HZ0195'POINT OF LAND.
 HZ0195'
 HZ0195'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN WINCHESTER,
 HZ0195'GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION OF LEXINGTON
 HZ0195'AVENUE.  TURN RIGHT AND GO WEST ON LEXINGTON AVENUE(U.S. HIGHWAY 60)
 HZ0195'FOR 5.6 MILES TO CLINTONVILLE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 HZ0195'ON CLINTONVILLE ROAD FOR 0.75 MILE TO TOP OF GRADE AND STATION ON
 HZ0195'THE LEFT.
 HZ0195'
 HZ0195'TO REACH AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 HZ0195'CLINTONVILLE ROAD FOR 0.2 MILE TO MARK ON THE RIGHT.
 HZ0195'
 HZ0195'STATION MARK IS LOCATED ABOUT 250 FEET WEST OF APPROXIMATE CENTER OF
 HZ0195'CLINTONVILLE ROAD, ABOUT 250 FEET SOUTH OF A 24 INCH WHITE OAK TREE,
 HZ0195'96 FEET WEST SOUTHWEST OF A 15 INCH LOCUST TREE AND 1.9 FEET NORTH
 HZ0195'OF A WIRE FENCE.  THE MARK IS 12 INCHES BELOW THE SURFACE AND THE
 HZ0195'DISK IS STAMPED I 64 T 63 1960.
 HZ0195'
 HZ0195'REFERENCE MARK 1 IS SOUTH OF THE STATION.  IT IS ABOUT 138 FEET WEST
 HZ0195'OF APPROXIMATE CENTER OF CLINTONVILLE ROAD, 96 FEET WEST OF GATE AT
 HZ0195'ENTRANCE TO PASTURE, 39 FEET EAST OF A 10 INCH HACKBERRY TREE, 8
 HZ0195'FEET NORTHWEST OF A TWIN TRUCK HACKBERRY TREE AND 2.0 FEET NORTH OF
 HZ0195'WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I 64 T63
 HZ0195'NO.1 1960.
 HZ0195'
 HZ0195'REFERENCE MARK 2 IS SOUTHWEST OF THE STATION, 11 FEET EAST NORTHEAST
 HZ0195'OF A 15 INCH WILD CHERRY TREE, 7 FEET WEST NORTHWEST OF A 5 INCH
 HZ0195'HACKBERRY TREE, AND 1.6 FEET NORTH OF WIRE FENCE.  THE MARK IS FLUSH
 HZ0195'AND THE DISK IS STAMPED I 64 T63 NO.2 1960.
 HZ0195'
 HZ0195'AZIMUTH MARK IS ABOUT 0.2 MILE NORTH OF STATION, ABOUT 153 FEET SOUTH
 HZ0195'SOUTHEAST OF INTERSECTION OF DRIVE EAST TO HOUSE, 16 FEET EAST
 HZ0195'APPROXIMATE CENTER OF CLINTONVILLE, ROAD, 1.2 FEET WEST OF WIRE
 HZ0195'FENCE. THE MARK PROJECT 2 INCHES AND THE DISK IS STAMPED I 64 T63
 HZ0195'1960.
 HZ0195'
 HZ0195'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0195'DEPARTMENT OF HIGHWAY SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ0195'
 HZ0195'STATION MARK IS 1.6 FEET NORTH OF METAL WITNESS POST AND SIGN.
 HZ0195'
 HZ0195'AZIMUTH MARK IS 1.1 FEET WESTR OF METAL POST AND SIGN.
 HZ0195'
 HZ0195'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 HZ0195
 HZ0195                          STATION RECOVERY (1960)
 HZ0195
 HZ0195'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0195'6.4 MI NW FROM WINCHESTER.
 HZ0195'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN
 HZ0195'WINCHESTER, GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION
 HZ0195'OF LEXINGTON AVENUE.  TURN RIGHT AND GO WEST ON LEXINGTON AVENUE
 HZ0195'(U.S. HIGHWAY 60) FOR 5.6 MILES TO CLINTONVILLE ROAD RIGHT.  TURN
 HZ0195'RIGHT AND GO NORTH ON CLINTONVILLE ROAD FOR 0.75 MILE TO TOP OF
 HZ0195'GRADE AND STATION ON THE LEFT.  STATION IS LOCATED ABOUT 250
 HZ0195'FEET WEST OF APPROXIMATE CENTER OF CLINTONVILLE ROAD, ABOUT 250
 HZ0195'FEET SOUTH OF A 24-INCH WHITE OAK TREE, 96 FEET WEST-SOUTHWEST
 HZ0195'OF A 15-INCH LOCUST TREE, AND 1.9 FEET NORTH OF A WIRE FENCE.
 HZ0195'THE MARK IS 12 INCHES BELOW THE SURFACE AND IS STAMPED I 64 T 63
 HZ0195'1960.  STATION MARK IS 1.6 FEET NORTH OF METAL WITNESS POST AND
 HZ0195'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0196 ***********************************************************************
 HZ0196  DESIGNATION -  I64 T 63 AZ MK
 HZ0196  PID         -  HZ0196
 HZ0196  STATE/COUNTY-  KY/CLARK
 HZ0196  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0196
 HZ0196                         *CURRENT SURVEY CONTROL
 HZ0196  ___________________________________________________________________
 HZ0196* NAD 83(1986)-  38 02 22.     (N)    084 16 22.     (W)     SCALED    
 HZ0196* NAVD 88     -       295.365  (meters)     969.04   (feet)  ADJUSTED  
 HZ0196  ___________________________________________________________________
 HZ0196  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HZ0196  DYNAMIC HT  -         295.149 (meters)     968.33  (feet)  COMP
 HZ0196  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 HZ0196
 HZ0196  VERT ORDER  -  SECOND    CLASS 0
 HZ0196
 HZ0196.The horizontal coordinates were scaled from a topographic map and have
 HZ0196.an estimated accuracy of +/- 6 seconds.
 HZ0196
 HZ0196.The orthometric height was determined by differential leveling
 HZ0196.and adjusted by the National Geodetic Survey in June 1991..
 HZ0196
 HZ0196.The geoid height was determined by GEOID03.
 HZ0196
 HZ0196.The dynamic height is computed by dividing the NAVD 88
 HZ0196.geopotential number by the normal gravity value computed on the
 HZ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0196.degrees latitude (g = 980.6199 gals.).
 HZ0196
 HZ0196.The modeled gravity was interpolated from observed gravity values.
 HZ0196
 HZ0196;                    North         East    Units  Estimated Accuracy
 HZ0196;SPC KY1Z     - 1,190,380.    1,629,660.      MT  (+/- 180 meters Scaled)
 HZ0196
 HZ0196                          SUPERSEDED SURVEY CONTROL
 HZ0196
 HZ0196  NGVD 29 (??/??/92)  295.51   (m)          969.5    (f) COMPUTED    2 0
 HZ0196
 HZ0196.Superseded values are not recommended for survey control.
 HZ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0196.See file dsdata.txt to determine how the superseded data were derived.
 HZ0196
 HZ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH393137(NAD 83)
 HZ0196_MARKER: DZ = AZIMUTH MARK DISK
 HZ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0196_STAMPING: I 64 T 63 1960
 HZ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0196+STABILITY: SURFACE MOTION
 HZ0196
 HZ0196  HISTORY     - Date     Condition        Report By
 HZ0196  HISTORY     - 1960     MONUMENTED       PAS
 HZ0196
 HZ0196                          STATION DESCRIPTION
 HZ0196
 HZ0196'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0196'6.6 MI NW FROM WINCHESTER.
 HZ0196'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN
 HZ0196'WINCHESTER, GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION
 HZ0196'OF LEXINGTON AVENUE.  TURN RIGHT AND GO WEST ON LEXINGTON AVENUE
 HZ0196'(U.S. HIGHWAY 60) FOR 5.6 MILES TO CLINTONVILLE ROAD RIGHT.
 HZ0196'TURN RIGHT AND GO NORTH ON CLINTONVILLE ROAD FOR 0.75 MILE TO
 HZ0196'TOP OF GRADE AND STATION ON THE LEFT.  CONTINUE NORTH ON CLINTONVILLE
 HZ0196'ROAD FOR 0.2 MILE TO AZIMUTH MARK ON THE RIGHT, 0.2 MILE NORTH OF
 HZ0196'STATION, ABOUT 153 FEET SOUTH-SOUTHEAST OF INTERSECTION OF DRIVE
 HZ0196'EAST TO HOUSE, 16 FEET EAST OF APPROXIMATE CENTER OF CLINTONVILLE
 HZ0196'ROAD, 1.2 FEET WEST OF WIRE FENCE, PROJECTS 2 INCHES AND IS
 HZ0196'STAMPED I 64 T 63 1960.  AZIMUTH MARK IS 1.1 FEET WEST OF METAL
 HZ0196'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0193 ***********************************************************************
 HZ0193  DESIGNATION -  I64 T 63 RM 1
 HZ0193  PID         -  HZ0193
 HZ0193  STATE/COUNTY-  KY/CLARK
 HZ0193  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0193
 HZ0193                         *CURRENT SURVEY CONTROL
 HZ0193  ___________________________________________________________________
 HZ0193* NAD 83(1986)-  38 02 13.     (N)    084 16 26.     (W)     SCALED    
 HZ0193* NAVD 88     -       300.54   (+/-2cm)     986.0    (feet)  VERTCON   
 HZ0193  ___________________________________________________________________
 HZ0193  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HZ0193
 HZ0193  VERT ORDER  -  ? (See Below)
 HZ0193
 HZ0193.The horizontal coordinates were scaled from a topographic map and have
 HZ0193.an estimated accuracy of +/- 6 seconds.
 HZ0193
 HZ0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0193.The vertical order pertains to the NGVD 29 superseded value.
 HZ0193
 HZ0193.The geoid height was determined by GEOID03.
 HZ0193
 HZ0193;                    North         East    Units  Estimated Accuracy
 HZ0193;SPC KY1Z     - 1,190,100.    1,629,570.      MT  (+/- 180 meters Scaled)
 HZ0193
 HZ0193                          SUPERSEDED SURVEY CONTROL
 HZ0193
 HZ0193  NGVD 29 (??/??/92)  300.686  (m)          986.50   (f) ADJ UNCH    ?  
 HZ0193
 HZ0193.Superseded values are not recommended for survey control.
 HZ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0193.See file dsdata.txt to determine how the superseded data were derived.
 HZ0193
 HZ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH392134(NAD 83)
 HZ0193_MARKER: DR = REFERENCE MARK DISK
 HZ0193_SETTING: 0 = UNSPECIFIED SETTING
 HZ0193_STAMPING: I 64 T 63 NO 1 1960
 HZ0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0193
 HZ0193  HISTORY     - Date     Condition        Report By
 HZ0193  HISTORY     - 1960     MONUMENTED       PAS
 HZ0193
 HZ0193                          STATION DESCRIPTION
 HZ0193
 HZ0193'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0193'6.4 MI NW FROM WINCHESTER.
 HZ0193'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN
 HZ0193'WINCHESTER, GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION
 HZ0193'OF LEXINGTON AVENUE.  TURN RIGHT AND GO WEST ON LEXINGTON AVENUE
 HZ0193'(U.S. HIGHWAY 60) FOR 5.6 MILES TO CLINTONVILLE ROAD RIGHT.  TURN
 HZ0193'RIGHT AND GO NORTH ON CLINTONVILLE ROAD FOR 0.75 MILE TO TOP
 HZ0193'OF GRADE AND STATION ON THE LEFT.  REFERENCE MARK 1 IS SOUTH
 HZ0193'OF THE STATION.  IT IS ABOUT 138 FEET WEST OF APPROXIMATE CENTER
 HZ0193'OF CLINTONVILLE ROAD, 96 FEET WEST OF GATE AT ENTRANCE TO PASTURE,
 HZ0193'39 FEET EAST OF A 10 INCH HACKBERRY TREE, 8 FEET NORTHWEST OF A
 HZ0193'TWIN TRUNK HACKBERRY TREE AND 2.0 FEET NORTH OF WIRE FENCE.  THE
 HZ0193'MARK IS FLUSH AND IS STAMPED I 64 T 63 NO. 1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0194 ***********************************************************************
 HZ0194  DESIGNATION -  I64 T 63 RM 2
 HZ0194  PID         -  HZ0194
 HZ0194  STATE/COUNTY-  KY/CLARK
 HZ0194  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0194
 HZ0194                         *CURRENT SURVEY CONTROL
 HZ0194  ___________________________________________________________________
 HZ0194* NAD 83(1986)-  38 02 13.     (N)    084 16 26.     (W)     SCALED    
 HZ0194* NAVD 88     -       302.17   (+/-2cm)     991.4    (feet)  VERTCON   
 HZ0194  ___________________________________________________________________
 HZ0194  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HZ0194
 HZ0194  VERT ORDER  -  ? (See Below)
 HZ0194
 HZ0194.The horizontal coordinates were scaled from a topographic map and have
 HZ0194.an estimated accuracy of +/- 6 seconds.
 HZ0194
 HZ0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0194.The vertical order pertains to the NGVD 29 superseded value.
 HZ0194
 HZ0194.The geoid height was determined by GEOID03.
 HZ0194
 HZ0194;                    North         East    Units  Estimated Accuracy
 HZ0194;SPC KY1Z     - 1,190,100.    1,629,570.      MT  (+/- 180 meters Scaled)
 HZ0194
 HZ0194                          SUPERSEDED SURVEY CONTROL
 HZ0194
 HZ0194  NGVD 29 (??/??/92)  302.321  (m)          991.86   (f) ADJ UNCH    ?  
 HZ0194
 HZ0194.Superseded values are not recommended for survey control.
 HZ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0194.See file dsdata.txt to determine how the superseded data were derived.
 HZ0194
 HZ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH392134(NAD 83)
 HZ0194_MARKER: DR = REFERENCE MARK DISK
 HZ0194_SETTING: 0 = UNSPECIFIED SETTING
 HZ0194_STAMPING: I 64 T 63 NO 2 1960
 HZ0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0194
 HZ0194  HISTORY     - Date     Condition        Report By
 HZ0194  HISTORY     - 1960     MONUMENTED       PAS
 HZ0194
 HZ0194                          STATION DESCRIPTION
 HZ0194
 HZ0194'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0194'6.4 MI NW FROM WINCHESTER.
 HZ0194'TO EACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN WINCHESTER,
 HZ0194'GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION OF LEXINGTON
 HZ0194'AVENUE.  TURN RIGHT AND GO WEST ON LEXINGTON AVENUE (U.S. HIGHWAY
 HZ0194'60) FOR 5.6 MILES TO CLINTONVILLE ROAD RIGHT.  TURN RIGHT AND GO
 HZ0194'NORTH ON CLINTONVILLE ROAD FOR 0.75 MILE TO TOP OF GRADE AND STATION
 HZ0194'OF THE LEFT.  REFERENCE MARK 2 IS SOUTHWEST OF THE STATION, 11
 HZ0194'FEET EAST-NORTHEAST OF A 15-INCH WILD CHERRY TREE, 7 FEET
 HZ0194'WEST-NORTHWEST OF A 5-INCH HACKBERRY TREE, 1.6 FEET NORTH OF WIRE
 HZ0194'FENCE AND SET FLUSH AND STAMPED I 64 T 63 NO. 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0201 ***********************************************************************
 HZ0201  DESIGNATION -  I64 T 64 AZ MK
 HZ0201  PID         -  HZ0201
 HZ0201  STATE/COUNTY-  KY/CLARK
 HZ0201  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0201
 HZ0201                         *CURRENT SURVEY CONTROL
 HZ0201  ___________________________________________________________________
 HZ0201* NAD 83(1986)-  38 01 18.     (N)    084 15 31.     (W)     SCALED    
 HZ0201* NAVD 88     -       300.452  (meters)     985.73   (feet)  ADJUSTED  
 HZ0201  ___________________________________________________________________
 HZ0201  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HZ0201  DYNAMIC HT  -         300.231 (meters)     985.01  (feet)  COMP
 HZ0201  MODELED GRAV-     979,888.2   (mgal)                       NAVD 88
 HZ0201
 HZ0201  VERT ORDER  -  SECOND    CLASS 0
 HZ0201
 HZ0201.The horizontal coordinates were scaled from a topographic map and have
 HZ0201.an estimated accuracy of +/- 6 seconds.
 HZ0201
 HZ0201.The orthometric height was determined by differential leveling
 HZ0201.and adjusted by the National Geodetic Survey in June 1991..
 HZ0201
 HZ0201.The geoid height was determined by GEOID03.
 HZ0201
 HZ0201.The dynamic height is computed by dividing the NAVD 88
 HZ0201.geopotential number by the normal gravity value computed on the
 HZ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0201.degrees latitude (g = 980.6199 gals.).
 HZ0201
 HZ0201.The modeled gravity was interpolated from observed gravity values.
 HZ0201
 HZ0201;                    North         East    Units  Estimated Accuracy
 HZ0201;SPC KY1Z     - 1,188,420.    1,630,940.      MT  (+/- 180 meters Scaled)
 HZ0201
 HZ0201                          SUPERSEDED SURVEY CONTROL
 HZ0201
 HZ0201  NGVD 29 (??/??/92)  300.60   (m)          986.2    (f) COMPUTED    2 0
 HZ0201
 HZ0201.Superseded values are not recommended for survey control.
 HZ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0201.See file dsdata.txt to determine how the superseded data were derived.
 HZ0201
 HZ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH406117(NAD 83)
 HZ0201_MARKER: DZ = AZIMUTH MARK DISK
 HZ0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0201_STAMPING: I 64 T 64 1960
 HZ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0201+STABILITY: SURFACE MOTION
 HZ0201
 HZ0201  HISTORY     - Date     Condition        Report By
 HZ0201  HISTORY     - 1960     MONUMENTED       PAS
 HZ0201
 HZ0201                          STATION DESCRIPTION
 HZ0201
 HZ0201'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0201'4.8 MI NW FROM WINCHESTER.
 HZ0201'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN WINCHESTER,
 HZ0201'GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION OF LEXINGTON
 HZ0201'AVENUE.  TURN RIGHT AND GO WEST ON LEXINGTON AVENUE (U.S. HIGHWAY
 HZ0201'60) FOR 4.7 MILES TO THE AZIMUTH MARK ON THE LEFT.  MARK IS ABOUT
 HZ0201'0.7 MILE SOUTH OF THE STATION, 50 FEET WEST OF TELEPHONE POLE, 38
 HZ0201'FEET SOUTH OF APPROXIMATE CENTER OF U.S. HIGHWAY 60, 1.7 FEET
 HZ0201'NORTH OF FENCE AND ABOUT 8 FEET HIGHER THAN HIGHWAY.  THE MARK
 HZ0201'PROJECTS 2 INCHES AND IS STAMPED I 64 T 64 1960.  AZIMUTH MARK IS
 HZ0201'1.4 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0198 ***********************************************************************
 HZ0198  DESIGNATION -  I64 T 64 RM 1
 HZ0198  PID         -  HZ0198
 HZ0198  STATE/COUNTY-  KY/CLARK
 HZ0198  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0198
 HZ0198                         *CURRENT SURVEY CONTROL
 HZ0198  ___________________________________________________________________
 HZ0198* NAD 83(1986)-  38 01 54.     (N)    084 15 18.     (W)     SCALED    
 HZ0198* NAVD 88     -       301.70   (+/-2cm)     989.8    (feet)  VERTCON   
 HZ0198  ___________________________________________________________________
 HZ0198  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HZ0198
 HZ0198  VERT ORDER  -  ? (See Below)
 HZ0198
 HZ0198.The horizontal coordinates were scaled from a topographic map and have
 HZ0198.an estimated accuracy of +/- 6 seconds.
 HZ0198
 HZ0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0198.The vertical order pertains to the NGVD 29 superseded value.
 HZ0198
 HZ0198.The geoid height was determined by GEOID03.
 HZ0198
 HZ0198;                    North         East    Units  Estimated Accuracy
 HZ0198;SPC KY1Z     - 1,189,540.    1,631,240.      MT  (+/- 180 meters Scaled)
 HZ0198
 HZ0198                          SUPERSEDED SURVEY CONTROL
 HZ0198
 HZ0198  NGVD 29 (??/??/92)  301.848  (m)          990.31   (f) ADJ UNCH    ?  
 HZ0198
 HZ0198.Superseded values are not recommended for survey control.
 HZ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0198.See file dsdata.txt to determine how the superseded data were derived.
 HZ0198
 HZ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH409128(NAD 83)
 HZ0198_MARKER: DR = REFERENCE MARK DISK
 HZ0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0198_STAMPING: I 64 T 64 NO 1 1960
 HZ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0198+STABILITY: SURFACE MOTION
 HZ0198
 HZ0198  HISTORY     - Date     Condition        Report By
 HZ0198  HISTORY     - 1960     MONUMENTED       PAS
 HZ0198
 HZ0198                          STATION DESCRIPTION
 HZ0198
 HZ0198'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0198'5.6 MI NW FROM WINCHESTER.
 HZ0198'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN WINCHESTER,
 HZ0198'GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION OF LEXINGTON
 HZ0198'AVENUE.  TURN RIGHT AND GO WEST ON LEXINGTON AVENUE (U.S. HIGHWAY
 HZ0198'60) FOR 4.7 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 HZ0198'AHEAD ON U.S. HIGHWAY 60 FOR 0.1 MILE TO FARM ROAD RIGHT.  TURN
 HZ0198'RIGHT AND GO NORTH ON FARM ROAD FOR 0.3 MILE TO A 1-1/2 STORY
 HZ0198'HOUSE ON THE LEFT.  CONTINUE NORTH ACROSS PASTURE AND AROUND EAST
 HZ0198'SIDE OF POND FOR 0.4 MILE TO TOP OF HILL AND STATION SITE.
 HZ0198'REFERENCE MARK 1 IS NORTHEAST OF THE STATION, 114 FEET EAST OF
 HZ0198'FENCE CORNER, 35 FEET EAST OF AN 18 INCH WALNUT TREE, 1.7 FEET SOUTH
 HZ0198'OF WIRE FENCE, SET FLUSH AND STAMPED I 64 T 64 NO. 1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0197 ***********************************************************************
 HZ0197  DESIGNATION -  I64 T 64 RM 2
 HZ0197  PID         -  HZ0197
 HZ0197  STATE/COUNTY-  KY/CLARK
 HZ0197  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0197
 HZ0197                         *CURRENT SURVEY CONTROL
 HZ0197  ___________________________________________________________________
 HZ0197* NAD 83(1986)-  38 01 54.     (N)    084 15 18.     (W)     SCALED    
 HZ0197* NAVD 88     -       302.19   (+/-2cm)     991.4    (feet)  VERTCON   
 HZ0197  ___________________________________________________________________
 HZ0197  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HZ0197
 HZ0197  VERT ORDER  -  ? (See Below)
 HZ0197
 HZ0197.The horizontal coordinates were scaled from a topographic map and have
 HZ0197.an estimated accuracy of +/- 6 seconds.
 HZ0197
 HZ0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0197.The vertical order pertains to the NGVD 29 superseded value.
 HZ0197
 HZ0197.The geoid height was determined by GEOID03.
 HZ0197
 HZ0197;                    North         East    Units  Estimated Accuracy
 HZ0197;SPC KY1Z     - 1,189,540.    1,631,240.      MT  (+/- 180 meters Scaled)
 HZ0197
 HZ0197                          SUPERSEDED SURVEY CONTROL
 HZ0197
 HZ0197  NGVD 29 (??/??/92)  302.342  (m)          991.93   (f) ADJ UNCH    ?  
 HZ0197
 HZ0197.Superseded values are not recommended for survey control.
 HZ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0197.See file dsdata.txt to determine how the superseded data were derived.
 HZ0197
 HZ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH409128(NAD 83)
 HZ0197_MARKER: DR = REFERENCE MARK DISK
 HZ0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0197_STAMPING: I 64 T 64 NO 2 1960
 HZ0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0197+STABILITY: SURFACE MOTION
 HZ0197
 HZ0197  HISTORY     - Date     Condition        Report By
 HZ0197  HISTORY     - 1960     MONUMENTED       PAS
 HZ0197
 HZ0197                          STATION DESCRIPTION
 HZ0197
 HZ0197'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0197'5.6 MI NW FROM WINCHESTER.
 HZ0197'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN
 HZ0197'WINCHESTER, GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION
 HZ0197'OF LEXINGTON AVENUE.  TURN RIGHT AND GO WEST ON LEXINGTON AVENUE
 HZ0197'(U.S. HIGHWAY 60) FOR 4.7 MILES TO THE AZIMUTH MARK ON THE LEFT.
 HZ0197'CONTINUE AHEAD ON U.S. HIGHWAY 60 FOR 0.1 MILE TO FARM ROAD RIGHT.
 HZ0197'TURN RIGHT AND GO NORTH ON FARM ROAD FOR 0.3 MILE TO A 1-1/2
 HZ0197'STORY HOUSE ON THE LEFT.  CONTINUE NORTH ACROSS PASTURE AND AROUND
 HZ0197'EAST SIDE OF POND FOR 0.4 MILE TO TOP OF HILL AND STATION SITE.
 HZ0197'REFERENCE MARK 2 IS NORTHWEST OF THE STATION, 151 FEET WEST OF
 HZ0197'FENCE CORNER, 46 FEET WEST OF A 15-INCH TWIN TRUNK ELM TREE AND
 HZ0197'1.5 FEET SOUTH OF FENCE, SET FLUSH AND STAMPED I 64 T 64 NO. 2
 HZ0197'1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0203 ***********************************************************************
 HZ0203  DESIGNATION -  I64 T 65
 HZ0203  PID         -  HZ0203
 HZ0203  STATE/COUNTY-  KY/CLARK
 HZ0203  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0203
 HZ0203                         *CURRENT SURVEY CONTROL
 HZ0203  ___________________________________________________________________
 HZ0203* NAD 83(1993)-  38 00 49.97327(N)    084 14 01.12018(W)     ADJUSTED  
 HZ0203* NAVD 88     -       306.942  (meters)    1007.03   (feet)  ADJUSTED  
 HZ0203  ___________________________________________________________________
 HZ0203  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 HZ0203  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HZ0203  DYNAMIC HT  -         306.716 (meters)    1006.28  (feet)  COMP
 HZ0203  MODELED GRAV-     979,885.5   (mgal)                       NAVD 88
 HZ0203
 HZ0203  HORZ ORDER  -  SECOND
 HZ0203  VERT ORDER  -  SECOND    CLASS 0
 HZ0203
 HZ0203.The horizontal coordinates were established by classical geodetic methods
 HZ0203.and adjusted by the National Geodetic Survey in December 1995..
 HZ0203
 HZ0203.The orthometric height was determined by differential leveling
 HZ0203.and adjusted by the National Geodetic Survey in June 1991..
 HZ0203
 HZ0203.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0203
 HZ0203.The geoid height was determined by GEOID03.
 HZ0203
 HZ0203.The dynamic height is computed by dividing the NAVD 88
 HZ0203.geopotential number by the normal gravity value computed on the
 HZ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0203.degrees latitude (g = 980.6199 gals.).
 HZ0203
 HZ0203.The modeled gravity was interpolated from observed gravity values.
 HZ0203
 HZ0203;                    North         East     Units Scale Factor Converg.
 HZ0203;SPC KY1Z     - 1,187,593.290 1,633,141.992   MT  0.99990781   +0 55 51.5
 HZ0203;SPC KY1Z     - 3,896,295.65  5,358,066.69   sFT  0.99990781   +0 55 51.5
 HZ0203;SPC KY N     -    57,039.176   501,436.264   MT  0.99999319   +0 00 36.6
 HZ0203;SPC KY N     -   187,136.03  1,645,128.81   sFT  0.99999319   +0 00 36.6
 HZ0203;UTM  16      - 4,210,967.394   742,855.833   MT  1.00032646   +1 42 16.2
 HZ0203
 HZ0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0203!SPC KY1Z     -   0.99995701  x   0.99990781  =   0.99986483
 HZ0203!SPC KY N     -   0.99995701  x   0.99999319  =   0.99995020
 HZ0203!UTM  16      -   0.99995701  x   1.00032646  =   1.00028346
 HZ0203
 HZ0203|---------------------------------------------------------------------|
 HZ0203| PID    Reference Object                     Distance      Geod. Az  |
 HZ0203|                                                           dddmmss.s |
 HZ0203| HZ0204 I64 T 65 RM 1                       117.709 METERS 04330     |
 HZ0203| DC2280 I64 T 65 AZ MK                                     1033818.7 |
 HZ0203| HZ0202 I64 T 65 RM 2                       151.523 METERS 32644     |
 HZ0203|---------------------------------------------------------------------|
 HZ0203
 HZ0203                          SUPERSEDED SURVEY CONTROL
 HZ0203
 HZ0203  NAD 83(1986)-  38 00 49.98105(N)    084 14 01.12854(W) AD(       ) 2
 HZ0203  NAD 27      -  38 00 49.67930(N)    084 14 01.36400(W) AD(       ) 2
 HZ0203  NGVD 29 (??/??/92)  307.087  (m)         1007.50   (f) ADJ UNCH    2 0
 HZ0203
 HZ0203.Superseded values are not recommended for survey control.
 HZ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0203.See file dsdata.txt to determine how the superseded data were derived.
 HZ0203
 HZ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH4285610967(NAD 83)
 HZ0203_MARKER: DE = TRAVERSE STATION DISK
 HZ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0203_STAMPING: I 65 T 65 1960
 HZ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0203+STABILITY: SURFACE MOTION
 HZ0203
 HZ0203  HISTORY     - Date     Condition        Report By
 HZ0203  HISTORY     - 1960     MONUMENTED       PAS
 HZ0203  HISTORY     - 1960     GOOD             PAS
 HZ0203
 HZ0203                          STATION DESCRIPTION
 HZ0203
 HZ0203'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ0203'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF WINCHESTER, ON LAND
 HZ0203'OWNED BY MR. GEORGE M. PROCTOR.
 HZ0203'
 HZ0203'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN WINCHESTER,
 HZ0203'GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION OF LEXINGTON
 HZ0203'AVENUE.  TURN RIGHT AND GO WEST ON LEXINGTON AVENUE (U.S. HIGHWAY 60)
 HZ0203'FOR 2.75 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON
 HZ0203'U.S. HIGHWAY 60 FOR 0.7 MILE TO A FARM ROAD LEFT.  TURN LEFT THROUGH
 HZ0203'GATE AND GO SOUTH ON FARM ROAD FOR 0.05 MILE TO STATION.
 HZ0203'
 HZ0203'STATION MARK IS LOCATED 48 FEET NORTH NORTHWEST OF AN 8 INCH LOCUST
 HZ0203'TREE, 40 FEET NORTHEAST OF AN 18 INCH ELM TREE, 34 FEET SOUTHWEST OF
 HZ0203'24 INCH LOCUST TREE AND 26.5 FEET WEST OF WIRE FENCE.  THE MARK IS
 HZ0203'FLUSH AND WAS SET IN THE APPROXIMATE CENTER OF FARM ROAD BY REQUEST
 HZ0203'OF PROPERTY OWNER.  THE DISK IS STAMPED I64 T65 1960.
 HZ0203'
 HZ0203'REFERENCE MARK 1 IS NORTHEAST OF STATION, 48.5 FEET WEST OF TELEPHONE
 HZ0203'POLE, 39 FEET SOUTH OF APPROXIMATE CENTER OF U.S. HIGHWAY 60, 1.7
 HZ0203'FEET NORTH OF WIRE FENCE.THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HZ0203'STAMPED I 64 T65 NO.1 1960.
 HZ0203'
 HZ0203'REFERENCE MARK 2 IS NORTHWEST OF THE STATION, 38 FEET SOUTH OF
 HZ0203'APPROXIMATE CENTER OF U.S. HIGHWAY 60, 4 FEET WEST OF TELEPHONE POLE
 HZ0203'AND 2 FEET NORTH OF WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 HZ0203'DISK IS STAMPED I 64 T65 NO.2 1960.
 HZ0203'
 HZ0203'AZIMUTH MARK IS ABOUT 0.7 MILE EAST OF THE STATION, 42 FEET SOUTH OF
 HZ0203'APPROXIMATE CENTER OF U.S. HIGHWAY 60, 42 FEET EAST OF GATE AT FARM
 HZ0203'ROAD ENTRANCE, 35 FEET WEST OF TELEPHONE POLE AND 2 FEET NORTH OF
 HZ0203'WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED I64 T
 HZ0203'65 1960.
 HZ0203'
 HZ0203'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0203'DEPARTMENT OF HIGHWAY SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ0203'
 HZ0203'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF WINCHESTER, ON LAND
 HZ0203'OWNED BY MR GEORGE PROCTOR.
 HZ0203'
 HZ0203'AZIMUTH MARK IS 1.6 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.
 HZ0203'
 HZ0203'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 HZ0203
 HZ0203                          STATION RECOVERY (1960)
 HZ0203
 HZ0203'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0203'2.8 MI W FROM WINCHESTER.
 HZ0203'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN WINCHESTER,
 HZ0203'GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION OF LEXINGTON
 HZ0203'AVENUE.  TURN RIGHT AND GO WEST ON LEXINGTON AVENUE (U.S. HIGHWAY
 HZ0203'60) FOR 2.75 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 HZ0203'AHEAD ON U.S. HIGHWAY 60 FOR 0.7 MILE TO A FARM ROAD LEFT.  TURN
 HZ0203'LEFT THROUGH GATE AND GO SOUTH ON FARM ROAD FOR 0.05 MILE TO
 HZ0203'STATION.  STATION MARK IS LOCATED 48 FEET NORTH-NORTHWEST OF AN
 HZ0203'8-INCH LOCUST TREE, 40 FEET NORTHEAST OF AN 18 INCH ELM TREE, 34
 HZ0203'FEET SOUTHWEST OF 24 INCH LOCUST TREE AND 26.5 FEET WEST OF WIRE
 HZ0203'FENCE.  THE MARK IS FLUSHAND WAS SET IN THE APPROXIMATE CENTER
 HZ0203'OF A FARM ROAD BY REQUEST OF PROPERTY OWNER.  THE DISK IS STAMPED
 HZ0203'I 64 T 65 1960.  STATION MARK IS 26.2 FEET WEST OF METAL WITNESS
 HZ0203'POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0204 ***********************************************************************
 HZ0204  DESIGNATION -  I64 T 65 RM 1
 HZ0204  PID         -  HZ0204
 HZ0204  STATE/COUNTY-  KY/CLARK
 HZ0204  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0204
 HZ0204                         *CURRENT SURVEY CONTROL
 HZ0204  ___________________________________________________________________
 HZ0204* NAD 83(1986)-  38 00 49.     (N)    084 14 01.     (W)     SCALED    
 HZ0204* NAVD 88     -       305.50   (+/-2cm)    1002.3    (feet)  VERTCON   
 HZ0204  ___________________________________________________________________
 HZ0204  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HZ0204
 HZ0204  VERT ORDER  -  ? (See Below)
 HZ0204
 HZ0204.The horizontal coordinates were scaled from a topographic map and have
 HZ0204.an estimated accuracy of +/- 6 seconds.
 HZ0204
 HZ0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0204.The vertical order pertains to the NGVD 29 superseded value.
 HZ0204
 HZ0204.The geoid height was determined by GEOID03.
 HZ0204
 HZ0204;                    North         East    Units  Estimated Accuracy
 HZ0204;SPC KY1Z     - 1,187,560.    1,633,150.      MT  (+/- 180 meters Scaled)
 HZ0204
 HZ0204                          SUPERSEDED SURVEY CONTROL
 HZ0204
 HZ0204  NGVD 29 (??/??/92)  305.645  (m)         1002.77   (f) ADJ UNCH    ?  
 HZ0204
 HZ0204.Superseded values are not recommended for survey control.
 HZ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0204.See file dsdata.txt to determine how the superseded data were derived.
 HZ0204
 HZ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH428109(NAD 83)
 HZ0204_MARKER: DR = REFERENCE MARK DISK
 HZ0204_SETTING: 0 = UNSPECIFIED SETTING
 HZ0204_STAMPING: I 65 T 65 NO 1 1960
 HZ0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0204
 HZ0204  HISTORY     - Date     Condition        Report By
 HZ0204  HISTORY     - 1960     MONUMENTED       PAS
 HZ0204
 HZ0204                          STATION DESCRIPTION
 HZ0204
 HZ0204'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0204'2.8 MI W FROM WINCHESTER.
 HZ0204'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN WINCHESTER,
 HZ0204'GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION OF LEXINGTON
 HZ0204'AVENUE.  TURN RIGHT AND GO WEST ON LEXINGTON AVENUE (U.S. HIGHWAY
 HZ0204'60) FOR 2.75 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 HZ0204'AHEAD ON U.S. HIGHWAY 60 FOR 0.7 MILE TO A FARM ROAD LEFT.  TURN
 HZ0204'LEFT THROUGH GATE AND GO SOUTH ON FARM ROAD FOR 0.05 MILE TO STATION.
 HZ0204'REFERENCE MARK 1 IS NORTHEAST OF THE STATION, 48.5 FEET WEST OF
 HZ0204'TELEPHONE POLE, 39 FEET SOUTH OF APPROXIMATE CENTER OF U.S. HIGHWAY
 HZ0204'60, 1.7 FEET NORTH OF WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND
 HZ0204'IS STAMPED I 64 T 65 NO. 1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0202 ***********************************************************************
 HZ0202  DESIGNATION -  I64 T 65 RM 2
 HZ0202  PID         -  HZ0202
 HZ0202  STATE/COUNTY-  KY/CLARK
 HZ0202  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0202
 HZ0202                         *CURRENT SURVEY CONTROL
 HZ0202  ___________________________________________________________________
 HZ0202* NAD 83(1986)-  38 00 49.     (N)    084 14 01.     (W)     SCALED    
 HZ0202* NAVD 88     -       303.96   (+/-2cm)     997.2    (feet)  VERTCON   
 HZ0202  ___________________________________________________________________
 HZ0202  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HZ0202
 HZ0202  VERT ORDER  -  ? (See Below)
 HZ0202
 HZ0202.The horizontal coordinates were scaled from a topographic map and have
 HZ0202.an estimated accuracy of +/- 6 seconds.
 HZ0202
 HZ0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0202.The vertical order pertains to the NGVD 29 superseded value.
 HZ0202
 HZ0202.The geoid height was determined by GEOID03.
 HZ0202
 HZ0202;                    North         East    Units  Estimated Accuracy
 HZ0202;SPC KY1Z     - 1,187,560.    1,633,150.      MT  (+/- 180 meters Scaled)
 HZ0202
 HZ0202                          SUPERSEDED SURVEY CONTROL
 HZ0202
 HZ0202  NGVD 29 (??/??/92)  304.111  (m)          997.74   (f) ADJ UNCH    ?  
 HZ0202
 HZ0202.Superseded values are not recommended for survey control.
 HZ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0202.See file dsdata.txt to determine how the superseded data were derived.
 HZ0202
 HZ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH428109(NAD 83)
 HZ0202_MARKER: DR = REFERENCE MARK DISK
 HZ0202_SETTING: 0 = UNSPECIFIED SETTING
 HZ0202_STAMPING: I 64 T 65 NO 2 1960
 HZ0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0202
 HZ0202  HISTORY     - Date     Condition        Report By
 HZ0202  HISTORY     - 1960     MONUMENTED       PAS
 HZ0202
 HZ0202                          STATION DESCRIPTION
 HZ0202
 HZ0202'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0202'2.8 MI W FROM WINCHESTER.
 HZ0202'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN WINCHESTER,
 HZ0202'GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION OF LEXINGTON
 HZ0202'AVENUE.  TURN RIGHT AND GO WEST ON LEXINGTON AVENUE (U.S. HIGHWAY
 HZ0202'60) FOR 2.75 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 HZ0202'AHEAD ON U.S. HIGHWAY 60 FOR 0.7 MILE TO A FARM ROAD LEFT.  TURN
 HZ0202'LEFT THROUGH GATE AND GO SOUTH ON FARM ROAD FOR 0.05 MILE TO
 HZ0202'STATION.  REFERENCE MARK 2 IS NORTHWEST OF THE STATION, 38 FEET
 HZ0202'SOUTH OF APPROXIMATE CENTER OF U.S. HIGHWAY 60, 4 FEET WEST OF
 HZ0202'TELEPHONE POLE AND 2 FEET NORTH OF WIRE FENCE.  THE MARK PROJECTS
 HZ0202'2 INCHES AND THE DISK IS STAMPED I 64 T 65 NO. 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2408 ***********************************************************************
 HZ2408  DESIGNATION -  I64 T 66
 HZ2408  PID         -  HZ2408
 HZ2408  STATE/COUNTY-  KY/CLARK
 HZ2408  USGS QUAD   -  AUSTERLITZ (1965)
 HZ2408
 HZ2408                         *CURRENT SURVEY CONTROL
 HZ2408  ___________________________________________________________________
 HZ2408* NAD 83(1993)-  38 01 37.57212(N)    084 12 45.15271(W)     ADJUSTED  
 HZ2408* NAVD 88     -       295.6    (meters)     970.     (feet)  VERTCON   
 HZ2408  ___________________________________________________________________
 HZ2408  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 HZ2408  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HZ2408
 HZ2408  HORZ ORDER  -  SECOND
 HZ2408
 HZ2408.The horizontal coordinates were established by classical geodetic methods
 HZ2408.and adjusted by the National Geodetic Survey in December 1995..
 HZ2408
 HZ2408.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2408
 HZ2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2408
 HZ2408.The geoid height was determined by GEOID03.
 HZ2408
 HZ2408;                    North         East     Units Scale Factor Converg.
 HZ2408;SPC KY1Z     - 1,189,090.862 1,634,970.495   MT  0.99990839   +0 56 38.2
 HZ2408;SPC KY1Z     - 3,901,208.94  5,364,065.70   sFT  0.99990839   +0 56 38.2
 HZ2408;SPC KY N     -    58,507.295   503,288.752   MT  0.99999140   +0 01 23.9
 HZ2408;SPC KY N     -   191,952.68  1,651,206.51   sFT  0.99999140   +0 01 23.9
 HZ2408;UTM  16      - 4,212,490.168   744,664.712   MT  1.00033732   +1 43 04.9
 HZ2408
 HZ2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2408!SPC KY1Z     -   0.99995881  x   0.99990839  =   0.99986720
 HZ2408!SPC KY N     -   0.99995881  x   0.99999140  =   0.99995021
 HZ2408!UTM  16      -   0.99995881  x   1.00033732  =   1.00029611
 HZ2408
 HZ2408|---------------------------------------------------------------------|
 HZ2408| PID    Reference Object                     Distance      Geod. Az  |
 HZ2408|                                                           dddmmss.s |
 HZ2408| DC2282 I64 T 66 RM 1                        17.491 METERS 00200     |
 HZ2408| HZ2403 WINCHESTER RADIO STA WWKY MAST      APPROX. 4.8 KM 1091632.7 |
 HZ2408| HZ2409 WINCHESTER WM RITTER LMBR TANK      APPROX. 3.4 KM 1340509.9 |
 HZ2408| DC2281 I64 T 66 AZ MK                                     1760324.6 |
 HZ2408| DC2283 I64 T 66 RM 2                        12.345 METERS 18251     |
 HZ2408|---------------------------------------------------------------------|
 HZ2408
 HZ2408                          SUPERSEDED SURVEY CONTROL
 HZ2408
 HZ2408  NAD 83(1986)-  38 01 37.57980(N)    084 12 45.16083(W) AD(       ) 2
 HZ2408  NAD 27      -  38 01 37.27935(N)    084 12 45.39984(W) AD(       ) 2
 HZ2408  NGVD 29 (07/19/86)  295.7    (m)          970.     (f) VERT ANG       
 HZ2408
 HZ2408.Superseded values are not recommended for survey control.
 HZ2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2408.See file dsdata.txt to determine how the superseded data were derived.
 HZ2408
 HZ2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH4466512490(NAD 83)
 HZ2408_MARKER: DD = SURVEY DISK
 HZ2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2408_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2408
 HZ2408  HISTORY     - Date     Condition        Report By
 HZ2408  HISTORY     - 1960     MONUMENTED       PAS
 HZ2408  HISTORY     - 1963     GOOD             CGS
 HZ2408
 HZ2408                          STATION DESCRIPTION
 HZ2408
 HZ2408'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ2408'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF WINCHESTER, ON LAND
 HZ2408'OWNED BY MR. J.C. CODELL, JR..  IT IS IN AN OPEN PASTURE AND ABOUT
 HZ2408'150 FEET NORTHWEST OF HIGHEST POINT OF HILL.
 HZ2408'
 HZ2408'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN WINCHESTER,
 HZ2408'GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION OF LEXINGTON
 HZ2408'AVENUE.  TURN RIGHT AND GO WEST ON LEXINGTON AVENUE (U.S. HIGHWAY 60)
 HZ2408'FOR 2.4 MILES TO A T ROAD RIGHT (VAN METER ROAD).TURN RIGHT AND GO
 HZ2408'NORTH ON VAN METER ROAD FOR 0.5 MILE TO RAILROAD OVERPASS AND AZIMUTH
 HZ2408'MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO A FARM
 HZ2408'ROAD LEFT.  TURN LEFT THROUGH GATE AND GO WEST ON FARM ROAD FOR 0.1
 HZ2408'MILE TO TWO CONCRETE SILOS AND STATION SITE.
 HZ2408'
 HZ2408'STATION MARK IS LOCATED 59 FEET SOUTHWEST OF THE WEST FENCE OF THE
 HZ2408'MOST SOUTHERLY OF 2 CONCRETE SILOS, 43 FEET NORTH OF FENCE CORNER,
 HZ2408'1.9 FEET EAST OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HZ2408'STAMPED I64 T66 1960.
 HZ2408'
 HZ2408'REFERENCE MARK 1 IS NORTH OF THE STATION, 53.5 FEET NORTHWEST OF THE
 HZ2408'WEST FACE OF THE MOST SOUTHERLY OF 2 CONCRETE SILOS, 1.4 FEET EAST
 HZ2408'OF WIRE FENCE THE MARK IS FLUSH AND THE DISK IS STAMPED I 64 T66
 HZ2408'NO.1 1960.
 HZ2408'
 HZ2408'REFERENCE MARK 2 IS SOUTH OF THE STATION, 87 FEET SOUTHWEST OF WEST
 HZ2408'FACE OF THE MOST SOUTHERLY OF 2 CONCRETE SILOS, 3.2 FEET NORTH
 HZ2408'NORTHWEST OF FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HZ2408'I 64 T 66 NO.2 1960
 HZ2408'
 HZ2408'AZIMUTH MARK IS ABOUT 0.8 MILE SOUTH OF STATION.  IT IS ABOUT 95 FEET
 HZ2408'NORTHWEST OF THE WEST END OF LOUISVILLE AND NASHVILLE RAILROAD
 HZ2408'BRIDGE NO.  18-A, 72 FEET WEST OF APPROXIMATE CENTER OF VAN METER
 HZ2408'ROAD, 50 FEET NORTH OF NORTH RAIL AND 1.3 FEET NORTH OF WIRE
 HZ2408'FENCE, THE MARK IS FLUCH AND THE DISK IS STAMPED I 64 T 66 1960.
 HZ2408'
 HZ2408'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ2408'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDER.
 HZ2408'
 HZ2408'STATION MARK IS 1.7 FEET EAST OF METAL WITNESS POST AND SIGN.
 HZ2408'AZIMUTH MARK IS 2.0 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.
 HZ2408
 HZ2408                          STATION RECOVERY (1963)
 HZ2408
 HZ2408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (EB)
 HZ2408'STATION, REFERENCE AND AZIMUTH MARKS WERE FOUND AS DESCRIBED AND IN
 HZ2408'GOOD CONDITION. TRIANGULATION STATION FRANKLIN AND THE W.M. RITTER
 HZ2408'LUMBER CO. WATER TANKS ARE NO LONGER VISIBLE FROM GROUND DUE TO A
 HZ2408'LARGE BARN HAVING BEEN BUILT ON LINE OF SIGHT.
 HZ2408'
 HZ2408'ALSO DUE TO CONSTRUCTION OF INTERSTATE HIGHWAY NO.64, VAN METER ROAD
 HZ2408'WAS RE LOCATED AND A NEW TO REACH IS AS FOLLOWS--
 HZ2408'
 HZ2408'TO REACH THE STATION FROM THE CLARK COUNTY COURT HOUSE IN WINCHESTER,
 HZ2408'GO SOUTH ON MAIN STREET FOR 0.1 MILE TO INTERSECTION OF LEXINGTON
 HZ2408'AVENUE, TURN RIGHT AND GO WEST ON LEXINGTON AVENUE (U.S. HIGHWAY NO.
 HZ2408'60) FOR 2.0 MILES TO VAN METER ROAD RIGHT, TURN RIGHT AND GO NORTH
 HZ2408'ON VAN METER ROAD FOR 0.8 MILE TO RAILROAD OVERPASS AND AZIMUTH MARK
 HZ2408'ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO A FARM ROAD
 HZ2408'LEFT, TURN LEFT THROUGH GATE AND GO WEST ON FARM ROAD TO TWO
 HZ2408'CONCRETE SILOS AND STATION SITE.
 HZ2408'
 HZ2408'HEIGHT OF LIGHT ABOVE STATION MARK 1.59 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0208 ***********************************************************************
 HZ0208  DESIGNATION -  I64 T 67
 HZ0208  PID         -  HZ0208
 HZ0208  STATE/COUNTY-  KY/CLARK
 HZ0208  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0208
 HZ0208                         *CURRENT SURVEY CONTROL
 HZ0208  ___________________________________________________________________
 HZ0208* NAD 83(1993)-  38 00 42.91562(N)    084 10 15.80592(W)     ADJUSTED  
 HZ0208* NAVD 88     -       297.495  (meters)     976.03   (feet)  ADJUSTED  
 HZ0208  ___________________________________________________________________
 HZ0208  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 HZ0208  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HZ0208  DYNAMIC HT  -         297.274 (meters)     975.31  (feet)  COMP
 HZ0208  MODELED GRAV-     979,878.7   (mgal)                       NAVD 88
 HZ0208
 HZ0208  HORZ ORDER  -  SECOND
 HZ0208  VERT ORDER  -  SECOND    CLASS 0
 HZ0208
 HZ0208.The horizontal coordinates were established by classical geodetic methods
 HZ0208.and adjusted by the National Geodetic Survey in December 1995..
 HZ0208
 HZ0208.The orthometric height was determined by differential leveling
 HZ0208.and adjusted by the National Geodetic Survey in June 1991..
 HZ0208
 HZ0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0208
 HZ0208.The geoid height was determined by GEOID03.
 HZ0208
 HZ0208.The dynamic height is computed by dividing the NAVD 88
 HZ0208.geopotential number by the normal gravity value computed on the
 HZ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0208.degrees latitude (g = 980.6199 gals.).
 HZ0208
 HZ0208.The modeled gravity was interpolated from observed gravity values.
 HZ0208
 HZ0208;                    North         East     Units Scale Factor Converg.
 HZ0208;SPC KY1Z     - 1,187,466.873 1,638,640.570   MT  0.99990773   +0 58 09.9
 HZ0208;SPC KY1Z     - 3,895,880.90  5,376,106.60   sFT  0.99990773   +0 58 09.9
 HZ0208;SPC KY N     -    56,824.416   506,932.572   MT  0.99999346   +0 02 56.8
 HZ0208;SPC KY N     -   186,431.44  1,663,161.28   sFT  0.99999346   +0 02 56.8
 HZ0208;UTM  16      - 4,210,915.201   748,358.011   MT  1.00035976   +1 44 34.9
 HZ0208
 HZ0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0208!SPC KY1Z     -   0.99995849  x   0.99990773  =   0.99986623
 HZ0208!SPC KY N     -   0.99995849  x   0.99999346  =   0.99995195
 HZ0208!UTM  16      -   0.99995849  x   1.00035976  =   1.00031824
 HZ0208
 HZ0208|---------------------------------------------------------------------|
 HZ0208| PID    Reference Object                     Distance      Geod. Az  |
 HZ0208|                                                           dddmmss.s |
 HZ0208| HZ0209 I64 T 67 RM 1                        16.038 METERS 05914     |
 HZ0208| HZ2407 WINCHESTER CHERRY ST MUN TANK       APPROX. 0.9 KM 2110102.8 |
 HZ0208| HZ0207 I64 T 67 RM 2                        13.231 METERS 22435     |
 HZ0208| HZ2409 WINCHESTER WM RITTER LMBR TANK      APPROX. 1.4 KM 2384405.0 |
 HZ0208| HZ0206 I64 T 67 AZ MK                                     2553610.2 |
 HZ0208|---------------------------------------------------------------------|
 HZ0208
 HZ0208                          SUPERSEDED SURVEY CONTROL
 HZ0208
 HZ0208  NAD 83(1986)-  38 00 42.92284(N)    084 10 15.81370(W) AD(       ) 2
 HZ0208  NAD 27      -  38 00 42.62720(N)    084 10 16.05800(W) AD(       ) 2
 HZ0208  NGVD 29 (??/??/92)  297.650  (m)          976.54   (f) ADJ UNCH    2 0
 HZ0208
 HZ0208.Superseded values are not recommended for survey control.
 HZ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0208.See file dsdata.txt to determine how the superseded data were derived.
 HZ0208
 HZ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH4835810915(NAD 83)
 HZ0208_MARKER: DD = SURVEY DISK
 HZ0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0208_STAMPING: I-64 T-67 1963
 HZ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0208+STABILITY: SURFACE MOTION
 HZ0208
 HZ0208  HISTORY     - Date     Condition        Report By
 HZ0208  HISTORY     - 1963     MONUMENTED       PAS
 HZ0208  HISTORY     - 1963     GOOD             PAS
 HZ0208
 HZ0208                          STATION DESCRIPTION
 HZ0208
 HZ0208'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HZ0208'STATION IS LOCATED AT THE U.S. HIGHWAY NO.227 AND INTERSTATE HIGHWAY
 HZ0208'NO.64 INTERCHANGE ON THE NORTH SIDE OF WINCHESTER.  IT IS AT THE
 HZ0208'SOUTH RIGHT OF WAY FENCE OF INTERSTATE HIGHWAY 64, ABOUT 745 FEET
 HZ0208'EAST SOUTHEAST OF THE SOUTH END OF BRIDGE OVER INTERSTATE HIGHWAY
 HZ0208'64, 84 FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST RAMP OF
 HZ0208'INTERCHANGE, 7.0 FEET NORTHWEST OF METAL WITNESS POST AND SIGN AND
 HZ0208'7.2 FEET NORTHWEST OF SOUTH RIGHT OF WAY FENCE.  THE MARK IS FLUSH
 HZ0208'AND THE DISK IS STAMPED I64 T67 1963.
 HZ0208'
 HZ0208'TO REACH AZIMUTH MARK FROM THE BRIDGE OF THE INTERCHANGE, GO WEST ON
 HZ0208'INTERSTATE HIGHWAY NO.64 FOR 0.5 MILE TO MARK ON THE RIGHT.
 HZ0208'
 HZ0208'REFERENCE MARK NO.1 IS NORTHEAST OF STATION, ABOUT 163 FEET SOUTHWEST
 HZ0208'OF A GAS PIPE LINE VALVE STATION, 89 FEET SOUTHEAST OF THE
 HZ0208'CENTERLINE OF SOUTHEAST RAMP AND 1.4 FEET NORTHWEST OF THE SOUTH
 HZ0208'RIGHT OF WAY FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64
 HZ0208'T67 NO.1 1963.
 HZ0208'
 HZ0208'REFERENCE MARK NO.2 IS SOUTHWEST OF STATION, 93 FEET SOUTHEAST OF THE
 HZ0208'CENTERLINE OF SOUTHEAST RAMP, 14 FEET SOUTHEAST OF A 2 INCH MAPLE
 HZ0208'TREE AND 1.2 FEET NORTHWEST OF THE SOUTH RIGHT OF WAY FENCE.  THE
 HZ0208'MARK IS FLUSH AND THE DISK IS STAMPED I64 T67 NO.2 1963.
 HZ0208'
 HZ0208'AZIMUTH MARK IS ABOUT 0.6 MILE WEST OF STATION, AT THE NORTH RIGHT OF
 HZ0208'WAY FENCE OF INTERSTATE HIGHWAY NO 64, ABOUT 510 FEET EAST OF THE
 HZ0208'NORTH END OF LOUISVILLE AND NASHVILLE RAILROAD OVERPASS, ABOUT 275
 HZ0208'FEET WEST OF THE NORTH END OF A LARGE CONCRETE BOX CULVERT UNDER
 HZ0208'HIGHWAY, 106-1/2 FEET NORTH OF THE CENTERLINE OF WEST BOUND LAND, 1.8
 HZ0208'FEET SOUTHWEST OF METAL WITNESS POST AND SIGN AND 1.3 FEET SOUTH OF
 HZ0208'THE NORTH RIGHT OF WAY FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HZ0208'STAMPED I64 T67 1963.
 HZ0208'
 HZ0208'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0208'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0208'
 HZ0208'HEIGHT OF LIGHT ABOVE STATION MARK 15.44 METERS.
 HZ0208
 HZ0208                          STATION RECOVERY (1963)
 HZ0208
 HZ0208'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0208'1 MI N FROM WINCHESTER.
 HZ0208'AT THE U.S. HIGHWAY NO. 227 AND INTERSTATE HIGHWAY NO. 64
 HZ0208'INTERCHANGE ON THE NORTH SIDE OF WINCHESTER, NEAR THE SOUTH R/W
 HZ0208'FENCE OF INTERSTATE HIGHWAY 64, ABOUT 745 FEET EAST-SOUTHEAST OF
 HZ0208'THE SOUTH END OF BRIDGE OVER INTERSTATE HIGHWAY 64, 84 FEET
 HZ0208'SOUTHEAST OF THE SOUTHEAST RAMP OF INTERCHANGE, 7.2 FEET NORTHWEST
 HZ0208'OF SOUTH R/W FENCE AND 7.0 FEET NORTHWEST OF METAL WITNESS POST AND
 HZ0208'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN TOP OF
 HZ0208'CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 T-67 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0206 ***********************************************************************
 HZ0206  DESIGNATION -  I64 T 67 AZ MK
 HZ0206  PID         -  HZ0206
 HZ0206  STATE/COUNTY-  KY/CLARK
 HZ0206  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0206
 HZ0206                         *CURRENT SURVEY CONTROL
 HZ0206  ___________________________________________________________________
 HZ0206* NAD 83(1986)-  38 00 34.     (N)    084 10 57.     (W)     SCALED    
 HZ0206* NAVD 88     -       283.321  (meters)     929.53   (feet)  ADJUSTED  
 HZ0206  ___________________________________________________________________
 HZ0206  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HZ0206  DYNAMIC HT  -         283.111 (meters)     928.84  (feet)  COMP
 HZ0206  MODELED GRAV-     979,879.7   (mgal)                       NAVD 88
 HZ0206
 HZ0206  VERT ORDER  -  SECOND    CLASS 0
 HZ0206
 HZ0206.The horizontal coordinates were scaled from a topographic map and have
 HZ0206.an estimated accuracy of +/- 6 seconds.
 HZ0206
 HZ0206.The orthometric height was determined by differential leveling
 HZ0206.and adjusted by the National Geodetic Survey in June 1991..
 HZ0206
 HZ0206.The geoid height was determined by GEOID03.
 HZ0206
 HZ0206.The dynamic height is computed by dividing the NAVD 88
 HZ0206.geopotential number by the normal gravity value computed on the
 HZ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0206.degrees latitude (g = 980.6199 gals.).
 HZ0206
 HZ0206.The modeled gravity was interpolated from observed gravity values.
 HZ0206
 HZ0206;                    North         East    Units  Estimated Accuracy
 HZ0206;SPC KY1Z     - 1,187,180.    1,637,640.      MT  (+/- 180 meters Scaled)
 HZ0206
 HZ0206                          SUPERSEDED SURVEY CONTROL
 HZ0206
 HZ0206  NGVD 29 (??/??/92)  283.48   (m)          930.1    (f) COMPUTED    2 0
 HZ0206
 HZ0206.Superseded values are not recommended for survey control.
 HZ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0206.See file dsdata.txt to determine how the superseded data were derived.
 HZ0206
 HZ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH473106(NAD 83)
 HZ0206_MARKER: DZ = AZIMUTH MARK DISK
 HZ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0206_STAMPING: I-64 T-67 1963
 HZ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0206+STABILITY: SURFACE MOTION
 HZ0206
 HZ0206  HISTORY     - Date     Condition        Report By
 HZ0206  HISTORY     - 1963     MONUMENTED       PAS
 HZ0206
 HZ0206                          STATION DESCRIPTION
 HZ0206
 HZ0206'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0206'1 MI N FROM WINCHESTER.
 HZ0206'ABOUT 0.5 MILE WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0206'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH SIDE
 HZ0206'OF WINCHESTER, AT THE NORTH R/W FENCE OF INTERSTATE 64, ABOUT 510
 HZ0206'FEET EAST OF THE NORTH END OF LOUISVILLE AND NASHVILLE RAILROAD
 HZ0206'BRIDGE, 106 1/2 FEET NORTH OF THE CENTERLINE OF WEST BOUND LANE,
 HZ0206'ABOUT 275 FEET WEST OF THE NORTH END OF A LARGE CONCRETE BOX CULVERT
 HZ0206'UNDER HIGHWAY, 1.8 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN
 HZ0206'AND 1.3 FEET SOUTH OF NORTH R/W FENCE.  A KENTUCKY DEPARTMENT OF
 HZ0206'HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH
 HZ0206'GROUND AND STAMPED I-64 T-67 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0209 ***********************************************************************
 HZ0209  DESIGNATION -  I64 T 67 RM 1
 HZ0209  PID         -  HZ0209
 HZ0209  STATE/COUNTY-  KY/CLARK
 HZ0209  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0209
 HZ0209                         *CURRENT SURVEY CONTROL
 HZ0209  ___________________________________________________________________
 HZ0209* NAD 83(1986)-  38 00 43.     (N)    084 10 16.     (W)     SCALED    
 HZ0209* NAVD 88     -       296.550  (meters)     972.93   (feet)  ADJUSTED  
 HZ0209  ___________________________________________________________________
 HZ0209  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HZ0209  DYNAMIC HT  -         296.329 (meters)     972.21  (feet)  COMP
 HZ0209  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 HZ0209
 HZ0209  VERT ORDER  -  SECOND    CLASS 0
 HZ0209
 HZ0209.The horizontal coordinates were scaled from a topographic map and have
 HZ0209.an estimated accuracy of +/- 6 seconds.
 HZ0209
 HZ0209.The orthometric height was determined by differential leveling
 HZ0209.and adjusted by the National Geodetic Survey in June 1991..
 HZ0209
 HZ0209.The geoid height was determined by GEOID03.
 HZ0209
 HZ0209.The dynamic height is computed by dividing the NAVD 88
 HZ0209.geopotential number by the normal gravity value computed on the
 HZ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0209.degrees latitude (g = 980.6199 gals.).
 HZ0209
 HZ0209.The modeled gravity was interpolated from observed gravity values.
 HZ0209
 HZ0209;                    North         East    Units  Estimated Accuracy
 HZ0209;SPC KY1Z     - 1,187,470.    1,638,640.      MT  (+/- 180 meters Scaled)
 HZ0209
 HZ0209                          SUPERSEDED SURVEY CONTROL
 HZ0209
 HZ0209  NGVD 29 (??/??/92)  296.704  (m)          973.44   (f) ADJ UNCH    2 0
 HZ0209
 HZ0209.Superseded values are not recommended for survey control.
 HZ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0209.See file dsdata.txt to determine how the superseded data were derived.
 HZ0209
 HZ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH483109(NAD 83)
 HZ0209_MARKER: DR = REFERENCE MARK DISK
 HZ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0209_STAMPING: I-64 T-67 NO 1 1963
 HZ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0209+STABILITY: SURFACE MOTION
 HZ0209
 HZ0209  HISTORY     - Date     Condition        Report By
 HZ0209  HISTORY     - 1963     MONUMENTED       PAS
 HZ0209
 HZ0209                          STATION DESCRIPTION
 HZ0209
 HZ0209'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0209'1 MI N FROM WINCHESTER.
 HZ0209'AT THE U.S. HIGHWAY NO. 227 AND INTERSTATE HIGHWAY NO. 64
 HZ0209'INTERCHANGE ON THE NORTH SIDE OF WINCHESTER, AT THE SOUTH R/W
 HZ0209'FENCE OF INTERSTATE HIGHWAY 64, ABOUT 745 FEET EAST-SOUTHEAST OF
 HZ0209'THE SOUTH END OF BRIDGE OVER INTERSTATE HIGHWAY 64, ABOUT 163 FEET
 HZ0209'SOUTHWEST OF A GAS PIPE LINE VALVE STATION, 89 FEET SOUTHEAST
 HZ0209'OF THE CENTERLINE OF SOUTHEAST RAMP OF INTERCHANGE AND 1.4 FEET
 HZ0209'NORTHWEST OF SOUTH R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0209'REFERENCE MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND
 HZ0209'AND STAMPED I-64 T-67 NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0207 ***********************************************************************
 HZ0207  DESIGNATION -  I64 T 67 RM 2
 HZ0207  PID         -  HZ0207
 HZ0207  STATE/COUNTY-  KY/CLARK
 HZ0207  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0207
 HZ0207                         *CURRENT SURVEY CONTROL
 HZ0207  ___________________________________________________________________
 HZ0207* NAD 83(1986)-  38 00 43.     (N)    084 10 16.     (W)     SCALED    
 HZ0207* NAVD 88     -       297.956  (meters)     977.54   (feet)  ADJUSTED  
 HZ0207  ___________________________________________________________________
 HZ0207  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HZ0207  DYNAMIC HT  -         297.734 (meters)     976.82  (feet)  COMP
 HZ0207  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 HZ0207
 HZ0207  VERT ORDER  -  SECOND    CLASS 0
 HZ0207
 HZ0207.The horizontal coordinates were scaled from a topographic map and have
 HZ0207.an estimated accuracy of +/- 6 seconds.
 HZ0207
 HZ0207.The orthometric height was determined by differential leveling
 HZ0207.and adjusted by the National Geodetic Survey in June 1991..
 HZ0207
 HZ0207.The geoid height was determined by GEOID03.
 HZ0207
 HZ0207.The dynamic height is computed by dividing the NAVD 88
 HZ0207.geopotential number by the normal gravity value computed on the
 HZ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0207.degrees latitude (g = 980.6199 gals.).
 HZ0207
 HZ0207.The modeled gravity was interpolated from observed gravity values.
 HZ0207
 HZ0207;                    North         East    Units  Estimated Accuracy
 HZ0207;SPC KY1Z     - 1,187,470.    1,638,640.      MT  (+/- 180 meters Scaled)
 HZ0207
 HZ0207                          SUPERSEDED SURVEY CONTROL
 HZ0207
 HZ0207  NGVD 29 (??/??/92)  298.110  (m)          978.05   (f) ADJ UNCH    2 0
 HZ0207
 HZ0207.Superseded values are not recommended for survey control.
 HZ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0207.See file dsdata.txt to determine how the superseded data were derived.
 HZ0207
 HZ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH483109(NAD 83)
 HZ0207_MARKER: DR = REFERENCE MARK DISK
 HZ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0207_STAMPING: I-64 T-67 NO 2 1963
 HZ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0207+STABILITY: SURFACE MOTION
 HZ0207
 HZ0207  HISTORY     - Date     Condition        Report By
 HZ0207  HISTORY     - 1963     MONUMENTED       PAS
 HZ0207
 HZ0207                          STATION DESCRIPTION
 HZ0207
 HZ0207'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0207'1 MI N FROM WINCHESTER.
 HZ0207'AT THE U.S. HIGHWAY NO. 227 AND INTERSTATE HIGHWAY NO. 64
 HZ0207'INTERCHANGE ON THE NORTH SIDE OF WINCHESTER, AT THE SOUTH R/W FENCE OF
 HZ0207'INTERSTATE HIGHWAY 64, ABOUT 745 FEET EAST-SOUTHEAST OF THE SOUTH
 HZ0207'END OF BRIDGE OVER INTERSTATE HIGHWAY 64, 93 FEET SOUTHEAST OF
 HZ0207'THE CENTERLINE OF SOUTHEAST RAMP OF INTERCHANGE AND 1.2 FEET
 HZ0207'NORTHWEST OF SOUTH R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0207'REFERENCE MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND
 HZ0207'AND STAMPED I-64 T-67 NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0213 ***********************************************************************
 HZ0213  DESIGNATION -  I64 T 68
 HZ0213  PID         -  HZ0213
 HZ0213  STATE/COUNTY-  KY/CLARK
 HZ0213  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0213
 HZ0213                         *CURRENT SURVEY CONTROL
 HZ0213  ___________________________________________________________________
 HZ0213* NAD 83(1993)-  38 01 20.67313(N)    084 08 16.30471(W)     ADJUSTED  
 HZ0213* NAVD 88     -       316.304  (meters)    1037.74   (feet)  ADJUSTED  
 HZ0213  ___________________________________________________________________
 HZ0213  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 HZ0213  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HZ0213  DYNAMIC HT  -         316.069 (meters)    1036.97  (feet)  COMP
 HZ0213  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 HZ0213
 HZ0213  HORZ ORDER  -  SECOND
 HZ0213  VERT ORDER  -  SECOND    CLASS 0
 HZ0213
 HZ0213.The horizontal coordinates were established by classical geodetic methods
 HZ0213.and adjusted by the National Geodetic Survey in December 1995..
 HZ0213
 HZ0213.The orthometric height was determined by differential leveling
 HZ0213.and adjusted by the National Geodetic Survey in June 1991..
 HZ0213
 HZ0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0213
 HZ0213.The geoid height was determined by GEOID03.
 HZ0213
 HZ0213.The dynamic height is computed by dividing the NAVD 88
 HZ0213.geopotential number by the normal gravity value computed on the
 HZ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0213.degrees latitude (g = 980.6199 gals.).
 HZ0213
 HZ0213.The modeled gravity was interpolated from observed gravity values.
 HZ0213
 HZ0213;                    North         East     Units Scale Factor Converg.
 HZ0213;SPC KY1Z     - 1,188,680.582 1,641,534.874   MT  0.99990818   +0 59 23.2
 HZ0213;SPC KY1Z     - 3,899,862.88  5,385,602.33   sFT  0.99990818   +0 59 23.2
 HZ0213;SPC KY N     -    57,991.587   509,846.241   MT  0.99999203   +0 04 11.1
 HZ0213;SPC KY N     -   190,260.73  1,672,720.54   sFT  0.99999203   +0 04 11.1
 HZ0213;UTM  16      - 4,212,168.467   751,236.985   MT  1.00037747   +1 45 50.1
 HZ0213
 HZ0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0213!SPC KY1Z     -   0.99995554  x   0.99990818  =   0.99986373
 HZ0213!SPC KY N     -   0.99995554  x   0.99999203  =   0.99994757
 HZ0213!UTM  16      -   0.99995554  x   1.00037747  =   1.00033300
 HZ0213
 HZ0213|---------------------------------------------------------------------|
 HZ0213| PID    Reference Object                     Distance      Geod. Az  |
 HZ0213|                                                           dddmmss.s |
 HZ0213| HZ0214 I64 T 68 RM 1                        17.175 METERS 06829     |
 HZ0213| HZ2407 WINCHESTER CHERRY ST MUN TANK       APPROX. 3.9 KM 2401126.1 |
 HZ0213| HZ2403 WINCHESTER RADIO STA WWKY MAST      APPROX. 2.3 KM 2422400.2 |
 HZ0213| HZ2409 WINCHESTER WM RITTER LMBR TANK      APPROX. 4.5 KM 2452144.7 |
 HZ0213| HZ0211 I64 T 68 AZ MK                                     2542613.0 |
 HZ0213| HZ0212 I64 T 68 RM 2                        16.161 METERS 27041     |
 HZ0213|---------------------------------------------------------------------|
 HZ0213
 HZ0213                          SUPERSEDED SURVEY CONTROL
 HZ0213
 HZ0213  NAD 83(1986)-  38 01 20.68028(N)    084 08 16.31215(W) AD(       ) 2
 HZ0213  NAD 27      -  38 01 20.38840(N)    084 08 16.56240(W) AD(       ) 2
 HZ0213  NGVD 29 (??/??/92)  316.458  (m)         1038.25   (f) ADJ UNCH    2 0
 HZ0213
 HZ0213.Superseded values are not recommended for survey control.
 HZ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0213.See file dsdata.txt to determine how the superseded data were derived.
 HZ0213
 HZ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5123712168(NAD 83)
 HZ0213_MARKER: DD = SURVEY DISK
 HZ0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0213_STAMPING: I-64 T-68 1963
 HZ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0213+STABILITY: SURFACE MOTION
 HZ0213
 HZ0213  HISTORY     - Date     Condition        Report By
 HZ0213  HISTORY     - 1963     MONUMENTED       PAS
 HZ0213  HISTORY     - 1963     GOOD             PAS
 HZ0213
 HZ0213                          STATION DESCRIPTION
 HZ0213
 HZ0213'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HZ0213'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF WINCHESTER, AT THE
 HZ0213'NORTH RIGHT OF WAY FENCE OF INTERSTATE HIGHWAY NO.64.
 HZ0213'
 HZ0213'TO REACH THE STATION FROM THE BRIDGE AT THE U.S. HIGHWAY NO. 227 AND
 HZ0213'INTERSTATE HIGHWAY NO.64 INTERCHANGE ON THE NORTH SIDE OF
 HZ0213'WINCHESTER, GO EAST ON INTERSTATE HIGHWAY 64 FOR 1.55 MILES TO
 HZ0213'AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON INTERSTATE 64 FOR 0.5
 HZ0213'MILE TO STATION ON LEFT.
 HZ0213'
 HZ0213'STATION MARK IS LOCATED 116 FEET NORTH OF THE CENTERLINE OF WEST
 HZ0213'BOUND LANE, 42.7 FEET EAST OF FENCE CORNER, 12.3 FEET SOUTH OF NORTH
 HZ0213'RIGHT OF WAY FENCE, AND 12.0 FEET SOUTH OF METAL WITNESS POST AND
 HZ0213'SIGN.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T68 1963.
 HZ0213'
 HZ0213'REFERENCE MARK NO.1 IS NORTHEAST OF STATION, 126-1/2 FEET NORTH OF
 HZ0213'THE CENTERLINE OF WEST BOUND LANE, 97 FEET EAST NORTHEAST OF FENCE
 HZ0213'CORNER AND 2 FEET SOUTH OF NORTH RIGHT OF WAY FENCE.  THE MARK IS
 HZ0213'FLUSH AND THE DISK IS STAMPED I64 T68 NO.1 1963.
 HZ0213'
 HZ0213'REFERENCE MARK NO.2 IS WEST OF STATION 126-1/2 FEET NORTH OF THE
 HZ0213'CENTERLINE OF WEST BOUND LAND, 14-1/2 FEET EAST OF POWER POLE 10, 10
 HZ0213'1/2 FEET WEST SOUTHWEST OF FENCE CORNER AND 1.8 FEET SOUTH OF NORTH
 HZ0213'RIGHT OF WAY FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64
 HZ0213'T68 NO.2 1963.
 HZ0213'
 HZ0213'AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF STATION, ABOUT 0.1 MILE EAST
 HZ0213'OF MOUNTAIN PARKWAY OVERPASS, ABOUT 261 FEET WEST OF THE WEST END OF
 HZ0213'NORTH HEADWALL OF CULVERT UNDER HIGHWAY, 106-1/2 FEET NORTH OF THE
 HZ0213'CENTERLINE OF WEST BOUND LANE, 2.0 FEET SOUTHWEST OF METAL WITNESS
 HZ0213'POST AND SIGN 1.3 FEET SOUTH OF NORTH RIGHT OF WAY FENCE.  THE MARK
 HZ0213'IS FLUSH AND THE DISK IS STAMPED I64 T68 1963.
 HZ0213'
 HZ0213'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0213'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0213'
 HZ0213'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
 HZ0213
 HZ0213                          STATION RECOVERY (1963)
 HZ0213
 HZ0213'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0213'2 MI E FROM WINCHESTER.
 HZ0213'ABOUT 2.05 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0213'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH SIDE
 HZ0213'OF WINCHESTER, ABOUT 116 FEET NORTH OF THE CENTERLINE OF WEST
 HZ0213'BOUND LANE, 42.7 FEET EAST OF FENCE CORNER, 12.3 FEET SOUTH OF
 HZ0213'NORTH R/W FENCE AND 12.0 FEET SOUTH OF METAL WITNESS POST AND SIGN.
 HZ0213'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN TOP OF CONCRETE
 HZ0213'POST FLUSH WITH GROUND AND STAMPED I-64 T-68 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0211 ***********************************************************************
 HZ0211  DESIGNATION -  I64 T 68 AZ MK
 HZ0211  PID         -  HZ0211
 HZ0211  STATE/COUNTY-  KY/CLARK
 HZ0211  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0211
 HZ0211                         *CURRENT SURVEY CONTROL
 HZ0211  ___________________________________________________________________
 HZ0211* NAD 83(1986)-  38 01 13.     (N)    084 08 50.     (W)     SCALED    
 HZ0211* NAVD 88     -       300.165  (meters)     984.79   (feet)  ADJUSTED  
 HZ0211  ___________________________________________________________________
 HZ0211  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HZ0211  DYNAMIC HT  -         299.942 (meters)     984.06  (feet)  COMP
 HZ0211  MODELED GRAV-     979,878.6   (mgal)                       NAVD 88
 HZ0211
 HZ0211  VERT ORDER  -  SECOND    CLASS 0
 HZ0211
 HZ0211.The horizontal coordinates were scaled from a topographic map and have
 HZ0211.an estimated accuracy of +/- 6 seconds.
 HZ0211
 HZ0211.The orthometric height was determined by differential leveling
 HZ0211.and adjusted by the National Geodetic Survey in June 1991..
 HZ0211
 HZ0211.The geoid height was determined by GEOID03.
 HZ0211
 HZ0211.The dynamic height is computed by dividing the NAVD 88
 HZ0211.geopotential number by the normal gravity value computed on the
 HZ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0211.degrees latitude (g = 980.6199 gals.).
 HZ0211
 HZ0211.The modeled gravity was interpolated from observed gravity values.
 HZ0211
 HZ0211;                    North         East    Units  Estimated Accuracy
 HZ0211;SPC KY1Z     - 1,188,430.    1,640,720.      MT  (+/- 180 meters Scaled)
 HZ0211
 HZ0211                          SUPERSEDED SURVEY CONTROL
 HZ0211
 HZ0211  NGVD 29 (??/??/92)  300.319  (m)          985.30   (f) ADJ UNCH    2 0
 HZ0211
 HZ0211.Superseded values are not recommended for survey control.
 HZ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0211.See file dsdata.txt to determine how the superseded data were derived.
 HZ0211
 HZ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH504119(NAD 83)
 HZ0211_MARKER: DR = REFERENCE MARK DISK
 HZ0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0211_STAMPING: I-64 T-68 1963
 HZ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0211+STABILITY: SURFACE MOTION
 HZ0211
 HZ0211  HISTORY     - Date     Condition        Report By
 HZ0211  HISTORY     - 1963     MONUMENTED       PAS
 HZ0211
 HZ0211                          STATION DESCRIPTION
 HZ0211
 HZ0211'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0211'1.6 MI E FROM WINCHESTER.
 HZ0211'ABOUT 1.55 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0211'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH SIDE
 HZ0211'OF WINCHESTER, ABOUT 0.1 MILE EAST OF MOUNTAIN PARKWAY OVERPASS,
 HZ0211'ABOUT 261 FEET WEST OF THE WEST END OF NORTH HEADWALL OF CULVERT
 HZ0211'UNDER HIGHWAY, 106 1/2 FEET NORTH OF THE CENTERLINE OF WEST BOUND
 HZ0211'LANE, 2.0 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN AND 1.3
 HZ0211'FEET SOUTH OF NORTH R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAY
 HZ0211'AZIMUTH MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND
 HZ0211'AND STAMPED I-64 T-68 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0214 ***********************************************************************
 HZ0214  DESIGNATION -  I64 T 68 RM 1
 HZ0214  PID         -  HZ0214
 HZ0214  STATE/COUNTY-  KY/CLARK
 HZ0214  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0214
 HZ0214                         *CURRENT SURVEY CONTROL
 HZ0214  ___________________________________________________________________
 HZ0214* NAD 83(1986)-  38 01 20.     (N)    084 08 17.     (W)     SCALED    
 HZ0214* NAVD 88     -       316.325  (meters)    1037.81   (feet)  ADJUSTED  
 HZ0214  ___________________________________________________________________
 HZ0214  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HZ0214  DYNAMIC HT  -         316.090 (meters)    1037.04  (feet)  COMP
 HZ0214  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 HZ0214
 HZ0214  VERT ORDER  -  SECOND    CLASS 0
 HZ0214
 HZ0214.The horizontal coordinates were scaled from a topographic map and have
 HZ0214.an estimated accuracy of +/- 6 seconds.
 HZ0214
 HZ0214.The orthometric height was determined by differential leveling
 HZ0214.and adjusted by the National Geodetic Survey in June 1991..
 HZ0214
 HZ0214.The geoid height was determined by GEOID03.
 HZ0214
 HZ0214.The dynamic height is computed by dividing the NAVD 88
 HZ0214.geopotential number by the normal gravity value computed on the
 HZ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0214.degrees latitude (g = 980.6199 gals.).
 HZ0214
 HZ0214.The modeled gravity was interpolated from observed gravity values.
 HZ0214
 HZ0214;                    North         East    Units  Estimated Accuracy
 HZ0214;SPC KY1Z     - 1,188,660.    1,641,520.      MT  (+/- 180 meters Scaled)
 HZ0214
 HZ0214                          SUPERSEDED SURVEY CONTROL
 HZ0214
 HZ0214  NGVD 29 (??/??/92)  316.479  (m)         1038.31   (f) ADJ UNCH    2 0
 HZ0214
 HZ0214.Superseded values are not recommended for survey control.
 HZ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0214.See file dsdata.txt to determine how the superseded data were derived.
 HZ0214
 HZ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH512121(NAD 83)
 HZ0214_MARKER: DR = REFERENCE MARK DISK
 HZ0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0214_STAMPING: I-64 T-68 NO 1 1963
 HZ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0214+STABILITY: SURFACE MOTION
 HZ0214
 HZ0214  HISTORY     - Date     Condition        Report By
 HZ0214  HISTORY     - 1963     MONUMENTED       PAS
 HZ0214
 HZ0214                          STATION DESCRIPTION
 HZ0214
 HZ0214'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0214'2 MI E FROM WINCHESTER.
 HZ0214'ABOUT 2.05 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0214'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH
 HZ0214'SIDE OF WINCHESTER, 126 1/2 FEET NORTH OF THE CENTERLINE OF WEST
 HZ0214'BOUND LANE, 97 FEET EAST-NORTHEAST OF FENCE CORNER AND 2 FEET
 HZ0214'SOUTH OF NORTH R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0214'REFERENCE MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND
 HZ0214'AND STAMPED I-64 T-68 NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0212 ***********************************************************************
 HZ0212  DESIGNATION -  I64 T 68 RM 2
 HZ0212  PID         -  HZ0212
 HZ0212  STATE/COUNTY-  KY/CLARK
 HZ0212  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0212
 HZ0212                         *CURRENT SURVEY CONTROL
 HZ0212  ___________________________________________________________________
 HZ0212* NAD 83(1986)-  38 01 20.     (N)    084 08 17.     (W)     SCALED    
 HZ0212* NAVD 88     -       316.211  (meters)    1037.44   (feet)  ADJUSTED  
 HZ0212  ___________________________________________________________________
 HZ0212  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HZ0212  DYNAMIC HT  -         315.976 (meters)    1036.66  (feet)  COMP
 HZ0212  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 HZ0212
 HZ0212  VERT ORDER  -  SECOND    CLASS 0
 HZ0212
 HZ0212.The horizontal coordinates were scaled from a topographic map and have
 HZ0212.an estimated accuracy of +/- 6 seconds.
 HZ0212
 HZ0212.The orthometric height was determined by differential leveling
 HZ0212.and adjusted by the National Geodetic Survey in June 1991..
 HZ0212
 HZ0212.The geoid height was determined by GEOID03.
 HZ0212
 HZ0212.The dynamic height is computed by dividing the NAVD 88
 HZ0212.geopotential number by the normal gravity value computed on the
 HZ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0212.degrees latitude (g = 980.6199 gals.).
 HZ0212
 HZ0212.The modeled gravity was interpolated from observed gravity values.
 HZ0212
 HZ0212;                    North         East    Units  Estimated Accuracy
 HZ0212;SPC KY1Z     - 1,188,660.    1,641,520.      MT  (+/- 180 meters Scaled)
 HZ0212
 HZ0212                          SUPERSEDED SURVEY CONTROL
 HZ0212
 HZ0212  NGVD 29 (??/??/92)  316.365  (m)         1037.94   (f) ADJ UNCH    2 0
 HZ0212
 HZ0212.Superseded values are not recommended for survey control.
 HZ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0212.See file dsdata.txt to determine how the superseded data were derived.
 HZ0212
 HZ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH512121(NAD 83)
 HZ0212_MARKER: DR = REFERENCE MARK DISK
 HZ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0212_STAMPING: I-64 T-68 NO 2 1963
 HZ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0212+STABILITY: SURFACE MOTION
 HZ0212
 HZ0212  HISTORY     - Date     Condition        Report By
 HZ0212  HISTORY     - 1963     MONUMENTED       PAS
 HZ0212
 HZ0212                          STATION DESCRIPTION
 HZ0212
 HZ0212'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0212'2 MI E FROM WINCHESTER.
 HZ0212'ABOUT 2.05 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0212'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH SIDE
 HZ0212'OF WINCHESTER, 126 1/2 FEET NORTH OF THE CENTERLINE OF WEST BOUND
 HZ0212'LANE, 14 1/2 FEET EAST OF POWER POLE 10, 10 1/2 FEET WEST-SOUTHWEST
 HZ0212'OF FENCE CORNER AND 1.8 FEET SOUTH OF NORTH R/W FENCE.  A KENTUCKY
 HZ0212'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE
 HZ0212'POST FLUSH WITH GROUND AND STAMPED I-64 T-68 NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0216 ***********************************************************************
 HZ0216  CBN         -  This is a Cooperative Base Network Control Station.
 HZ0216  DESIGNATION -  I64 T 69
 HZ0216  PID         -  HZ0216
 HZ0216  STATE/COUNTY-  KY/CLARK
 HZ0216  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0216
 HZ0216                         *CURRENT SURVEY CONTROL
 HZ0216  ___________________________________________________________________
 HZ0216* NAD 83(1993)-  38 01 25.82596(N)    084 07 40.48912(W)     ADJUSTED  
 HZ0216* NAVD 88     -       318.622  (meters)    1045.35   (feet)  ADJUSTED  
 HZ0216  ___________________________________________________________________
 HZ0216  X           -     514,713.675 (meters)                     COMP
 HZ0216  Y           -  -5,004,625.806 (meters)                     COMP
 HZ0216  Z           -   3,907,704.819 (meters)                     COMP
 HZ0216  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 HZ0216  ELLIP HEIGHT-         285.62  (meters)          (11/03/04) GPS OBS
 HZ0216  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HZ0216  DYNAMIC HT  -         318.385 (meters)    1044.57  (feet)  COMP
 HZ0216  MODELED GRAV-     979,879.2   (mgal)                       NAVD 88
 HZ0216
 HZ0216  HORZ ORDER  -  B
 HZ0216  VERT ORDER  -  SECOND    CLASS 0
 HZ0216  ELLP ORDER  -  THIRD     CLASS I
 HZ0216
 HZ0216.The horizontal coordinates were established by GPS observations
 HZ0216.and adjusted by the National Geodetic Survey in September 1994..
 HZ0216
 HZ0216.The orthometric height was determined by differential leveling
 HZ0216.and adjusted by the National Geodetic Survey in June 1991..
 HZ0216
 HZ0216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ0216
 HZ0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0216
 HZ0216.The ellipsoidal height was determined by GPS observations
 HZ0216.and is referenced to NAD 83.
 HZ0216
 HZ0216.The geoid height was determined by GEOID03.
 HZ0216
 HZ0216.The dynamic height is computed by dividing the NAVD 88
 HZ0216.geopotential number by the normal gravity value computed on the
 HZ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0216.degrees latitude (g = 980.6199 gals.).
 HZ0216
 HZ0216.The modeled gravity was interpolated from observed gravity values.
 HZ0216
 HZ0216;                    North         East     Units Scale Factor Converg.
 HZ0216;SPC KY1Z     - 1,188,854.553 1,642,405.461   MT  0.99990824   +0 59 45.2
 HZ0216;SPC KY1Z     - 3,900,433.65  5,388,458.58   sFT  0.99990824   +0 59 45.2
 HZ0216;SPC KY N     -    58,151.571   510,719.582   MT  0.99999184   +0 04 33.4
 HZ0216;SPC KY N     -   190,785.61  1,675,585.83   sFT  0.99999184   +0 04 33.4
 HZ0216;UTM  16      - 4,212,354.273   752,105.551   MT  1.00038286   +1 46 12.4
 HZ0216
 HZ0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0216!SPC KY1Z     -   0.99995518  x   0.99990824  =   0.99986343
 HZ0216!SPC KY N     -   0.99995518  x   0.99999184  =   0.99994702
 HZ0216!UTM  16      -   0.99995518  x   1.00038286  =   1.00033803
 HZ0216
 HZ0216|---------------------------------------------------------------------|
 HZ0216| PID    Reference Object                     Distance      Geod. Az  |
 HZ0216|                                                           dddmmss.s |
 HZ0216| HZ0217 I64 T 69 RM 1                        16.494 METERS 05540     |
 HZ0216| HZ0218 I64 T 69 AZ MK                                     0783433.3 |
 HZ0216| HZ0215 I64 T 69 RM 2                        11.208 METERS 29338     |
 HZ0216|---------------------------------------------------------------------|
 HZ0216
 HZ0216                          SUPERSEDED SURVEY CONTROL
 HZ0216
 HZ0216  ELLIP H (09/07/94)  285.62   (m)                       GP(       ) 4 1
 HZ0216  NAD 83(1986)-  38 01 25.83303(N)    084 07 40.49673(W) AD(       ) 2
 HZ0216  NAD 27      -  38 01 25.54200(N)    084 07 40.74760(W) AD(       ) 2
 HZ0216  NAVD 88 (11/03/04)  318.62   (m)         1045.3    (f) LEVELING    3  
 HZ0216  NGVD 29 (??/??/92)  318.776  (m)         1045.85   (f) ADJ UNCH    2 0
 HZ0216
 HZ0216.Superseded values are not recommended for survey control.
 HZ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0216.See file dsdata.txt to determine how the superseded data were derived.
 HZ0216
 HZ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5210612354(NAD 83)
 HZ0216_MARKER: DD = SURVEY DISK
 HZ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0216_SP_SET: CONCRETE POST
 HZ0216_STAMPING: I-64 T-69 1963
 HZ0216_MARK LOGO: PAS   
 HZ0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0216+STABILITY: SURFACE MOTION
 HZ0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0216+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002
 HZ0216
 HZ0216  HISTORY     - Date     Condition        Report By
 HZ0216  HISTORY     - 1963     MONUMENTED       PAS
 HZ0216  HISTORY     - 1963     GOOD             PAS
 HZ0216  HISTORY     - 19930929 GOOD             NGS
 HZ0216  HISTORY     - 20011005 GOOD             KYDT
 HZ0216  HISTORY     - 20021116 GOOD             WOOLPT
 HZ0216
 HZ0216                          STATION DESCRIPTION
 HZ0216
 HZ0216'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HZ0216'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF WINCHESTER, AT THE
 HZ0216'NORTH RIGHT OF WAY FENCE OF INTERSTATE HIGHWAY NO.64.
 HZ0216'
 HZ0216'TO REACH THE STATION FROM THE BRIDGE AT THE U.S. HIGHWAY NO.64.
 HZ0216'INTERSTATE HIGHWAY NO.64 INTERCHANGE ON THE NORTH SIDE OF WINCHESTER,
 HZ0216'GO EAST ON INTERSTATE HIGHWAY 64 FOR 2.6 MILES TO STATION ON LEFT.
 HZ0216'
 HZ0216'TO REACH AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON INTERSTATE
 HZ0216'64 FOR 0.4 MILE TO OVERPASS AND MARK ON LEFT.
 HZ0216'
 HZ0216'STATION MARK IS LOCATED 85-1/2 FEET NORTH OF THE CENTERLINE OF WEST
 HZ0216'BOUND LANE, 22-1/2 FEET SOUTH OF NORTH RIGHT OF WAY FENCE AND 22.2
 HZ0216'FEET SOUTH OF METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND THE
 HZ0216'DISK IS STAMPED I 64 T69 1963.
 HZ0216'
 HZ0216'REFERENCE MARK NO.1 IS NORTHEAST OF STATION, 106-1/2 FEET NORTH OF
 HZ0216'THE CENTERLINE OF WEST BOUND LANE AND 1.7 FEET SOUTHEAST OF NORTH
 HZ0216'RIGHT OF WAY FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64
 HZ0216'T69 NO.1 1963.
 HZ0216'
 HZ0216'REFERENCE MARK NO.2 IS NORTHWEST OF STATION, 106 FEET NORTH OF THE
 HZ0216'CENTERLINE OF WEST BOUND LANE AND 1.4 FEET SOUTH OF NORTH RIGHT OF
 HZ0216'WAY FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T69 NO.2
 HZ0216'1963.
 HZ0216'
 HZ0216'AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF STATION, 105 FEET NORTH OF THE
 HZ0216'CENTERLINE OF WEST BOUND LANE, 71-1/2 FEET WEST OF THE NORTHWEST
 HZ0216'CORNER OF OVERPASS, 12 FEET NORTHWEST OF THE NORTHWEST END OF METAL
 HZ0216'GATE, 2.4 FEET SOUTH OF NORTH RIGHT OF WAY FENCE AND 2.0 FEET WEST
 HZ0216'OF METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND THE DISK IS
 HZ0216'STAMPED I64 T69 1963.
 HZ0216'
 HZ0216'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0216'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0216'
 HZ0216'HEIGHT OF LIGHT ABOVE STATION 1.56 METERS.
 HZ0216
 HZ0216                          STATION RECOVERY (1963)
 HZ0216
 HZ0216'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0216'2.6 MI E FROM WINCHESTER.
 HZ0216'ABOUT 2.6 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0216'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH SIDE
 HZ0216'OF WINCHESTER, 85 1/2 FEET NORTH OF THE CENTERLINE OF WEST BOUND
 HZ0216'LANE, 22 1/2 FEET SOUTH OF NORTH R/W FENCE AND 22.2 FEET SOUTH OF
 HZ0216'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0216'SURVEY DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND
 HZ0216'STAMPED I-64 T-69 1963.
 HZ0216
 HZ0216                          STATION RECOVERY (1993)
 HZ0216
 HZ0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HZ0216'THE STATION IS LOCATED ABOUT 22.0 KM (13.65 MI) WEST OF MT STERLING,
 HZ0216'5.0 KM (3.10 MI) NORTHEAST OF WINCHESTER NEAR THE NORTH RIGHT-OF-WAY
 HZ0216'FENCE OF INTERSTSTE 64. OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 HZ0216'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 64 AND STATE
 HZ0216'ROUTE 627 (EXIT 96) JUST NORTH OF WINCHESTER, GO EAST 2.7 MI
 HZ0216'(4.3 KM) ON INTERSTATE 64 TO A PAVED CROSSOVER IN THE MEDIAN OF THE
 HZ0216'INTERSTATE AT THE WEST END OF A CUT AND THE STATION ON THE LEFT ON
 HZ0216'TOP OF THE CUT AND ABOUT 100 METERS (328.1 FT) NORTHEAST OF THE
 HZ0216'CROSSOVER.
 HZ0216'LOCATED 16.5 M (54.1 FT) WEST-NORTHWEST OF A FENCE CORNER, 10.0 M
 HZ0216'(32.8 FT) NORTH OF THE EDGE OF BLUFF, 6.8 M (22.3 FT) SOUTH OF A
 HZ0216'WITNESS POST AND ABOUT 8.0 M (26.2 FT) ABOVE THE ROAD.
 HZ0216
 HZ0216                          STATION RECOVERY (2001)
 HZ0216
 HZ0216'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (LN)
 HZ0216'RECOVERED IN GOOD CONDITION.
 HZ0216
 HZ0216                          STATION RECOVERY (2002)
 HZ0216
 HZ0216'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 HZ0216'RECOVERED AS DESCRIBED WITH THESE ADDITIONS...
 HZ0216' 
 HZ0216'STATION IS 22.2 M WSW OF LONE PINE TREE, 7.5 M S OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0218 ***********************************************************************
 HZ0218  DESIGNATION -  I64 T 69 AZ MK
 HZ0218  PID         -  HZ0218
 HZ0218  STATE/COUNTY-  KY/CLARK
 HZ0218  USGS QUAD   -  SIDEVIEW (1976)
 HZ0218
 HZ0218                         *CURRENT SURVEY CONTROL
 HZ0218  ___________________________________________________________________
 HZ0218* NAD 83(1986)-  38 01 30.     (N)    084 07 15.     (W)     SCALED    
 HZ0218* NAVD 88     -       306.410  (meters)    1005.28   (feet)  ADJUSTED  
 HZ0218  ___________________________________________________________________
 HZ0218  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HZ0218  DYNAMIC HT  -         306.182 (meters)    1004.53  (feet)  COMP
 HZ0218  MODELED GRAV-     979,879.7   (mgal)                       NAVD 88
 HZ0218
 HZ0218  VERT ORDER  -  SECOND    CLASS 0
 HZ0218
 HZ0218.The horizontal coordinates were scaled from a topographic map and have
 HZ0218.an estimated accuracy of +/- 6 seconds.
 HZ0218
 HZ0218.The orthometric height was determined by differential leveling
 HZ0218.and adjusted by the National Geodetic Survey in June 1991..
 HZ0218
 HZ0218.The geoid height was determined by GEOID03.
 HZ0218
 HZ0218.The dynamic height is computed by dividing the NAVD 88
 HZ0218.geopotential number by the normal gravity value computed on the
 HZ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0218.degrees latitude (g = 980.6199 gals.).
 HZ0218
 HZ0218.The modeled gravity was interpolated from observed gravity values.
 HZ0218
 HZ0218;                    North         East    Units  Estimated Accuracy
 HZ0218;SPC KY1Z     - 1,188,990.    1,643,030.      MT  (+/- 180 meters Scaled)
 HZ0218
 HZ0218                          SUPERSEDED SURVEY CONTROL
 HZ0218
 HZ0218  NGVD 29 (??/??/92)  306.564  (m)         1005.79   (f) ADJ UNCH    2 0
 HZ0218
 HZ0218.Superseded values are not recommended for survey control.
 HZ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0218.See file dsdata.txt to determine how the superseded data were derived.
 HZ0218
 HZ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH527125(NAD 83)
 HZ0218_MARKER: DZ = AZIMUTH MARK DISK
 HZ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0218_STAMPING: I-64 T-69 1963
 HZ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0218+STABILITY: SURFACE MOTION
 HZ0218
 HZ0218  HISTORY     - Date     Condition        Report By
 HZ0218  HISTORY     - 1963     MONUMENTED       PAS
 HZ0218
 HZ0218                          STATION DESCRIPTION
 HZ0218
 HZ0218'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0218'3 MI E FROM WINCHESTER.
 HZ0218'ABOUT 3.0 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0218'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH SIDE
 HZ0218'OF WINCHESTER, 105 FEET NORTH OF THE CENTERLINE OF WEST BOUND LANE,
 HZ0218'ABOUT 71 FEET WEST OF THE NORTHWEST CORNER OF OVERPASS, 12 FEET
 HZ0218'NORTHWEST OF THE NORTHWEST END OF METAL GATE, 2.4 FEET SOUTH OF
 HZ0218'NORTH R/W FENCE AND 2.0 FEET WEST OF METAL WITNESS POST AND SIGN.
 HZ0218'A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF
 HZ0218'CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 T-69 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0217 ***********************************************************************
 HZ0217  DESIGNATION -  I64 T 69 RM 1
 HZ0217  PID         -  HZ0217
 HZ0217  STATE/COUNTY-  KY/CLARK
 HZ0217  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0217
 HZ0217                         *CURRENT SURVEY CONTROL
 HZ0217  ___________________________________________________________________
 HZ0217* NAD 83(1986)-  38 01 26.     (N)    084 07 41.     (W)     SCALED    
 HZ0217* NAVD 88     -       318.249  (meters)    1044.12   (feet)  ADJUSTED  
 HZ0217  ___________________________________________________________________
 HZ0217  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HZ0217  DYNAMIC HT  -         318.013 (meters)    1043.35  (feet)  COMP
 HZ0217  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 HZ0217
 HZ0217  VERT ORDER  -  SECOND    CLASS 0
 HZ0217
 HZ0217.The horizontal coordinates were scaled from a topographic map and have
 HZ0217.an estimated accuracy of +/- 6 seconds.
 HZ0217
 HZ0217.The orthometric height was determined by differential leveling
 HZ0217.and adjusted by the National Geodetic Survey in June 1991..
 HZ0217
 HZ0217.The geoid height was determined by GEOID03.
 HZ0217
 HZ0217.The dynamic height is computed by dividing the NAVD 88
 HZ0217.geopotential number by the normal gravity value computed on the
 HZ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0217.degrees latitude (g = 980.6199 gals.).
 HZ0217
 HZ0217.The modeled gravity was interpolated from observed gravity values.
 HZ0217
 HZ0217;                    North         East    Units  Estimated Accuracy
 HZ0217;SPC KY1Z     - 1,188,860.    1,642,390.      MT  (+/- 180 meters Scaled)
 HZ0217
 HZ0217                          SUPERSEDED SURVEY CONTROL
 HZ0217
 HZ0217  NGVD 29 (??/??/92)  318.403  (m)         1044.63   (f) ADJ UNCH    2 0
 HZ0217
 HZ0217.Superseded values are not recommended for survey control.
 HZ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0217.See file dsdata.txt to determine how the superseded data were derived.
 HZ0217
 HZ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH520123(NAD 83)
 HZ0217_MARKER: DR = REFERENCE MARK DISK
 HZ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0217_STAMPING: I-64 T-69 NO 1 1963
 HZ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0217+STABILITY: SURFACE MOTION
 HZ0217
 HZ0217  HISTORY     - Date     Condition        Report By
 HZ0217  HISTORY     - 1963     MONUMENTED       PAS
 HZ0217
 HZ0217                          STATION DESCRIPTION
 HZ0217
 HZ0217'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0217'2.6 MI E FROM WINCHESTER.
 HZ0217'ABOUT 2.6 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0217'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH SIDE
 HZ0217'OF WINCHESTER, 106 1/2 FEET NORTH OF THE CENTERLINE OF WEST
 HZ0217'BOUND LANE AND 1.7 FEET SOUTHEAST OF NORTH R/W FENCE.  A KENTUCKY
 HZ0217'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE
 HZ0217'POST FLUSH WITH GROUND AND STAMPED I-64 T-69 NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0215 ***********************************************************************
 HZ0215  DESIGNATION -  I64 T 69 RM 2
 HZ0215  PID         -  HZ0215
 HZ0215  STATE/COUNTY-  KY/CLARK
 HZ0215  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0215
 HZ0215                         *CURRENT SURVEY CONTROL
 HZ0215  ___________________________________________________________________
 HZ0215* NAD 83(1986)-  38 01 26.     (N)    084 07 41.     (W)     SCALED    
 HZ0215* NAVD 88     -       318.372  (meters)    1044.53   (feet)  ADJUSTED  
 HZ0215  ___________________________________________________________________
 HZ0215  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HZ0215  DYNAMIC HT  -         318.136 (meters)    1043.75  (feet)  COMP
 HZ0215  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 HZ0215
 HZ0215  VERT ORDER  -  SECOND    CLASS 0
 HZ0215
 HZ0215.The horizontal coordinates were scaled from a topographic map and have
 HZ0215.an estimated accuracy of +/- 6 seconds.
 HZ0215
 HZ0215.The orthometric height was determined by differential leveling
 HZ0215.and adjusted by the National Geodetic Survey in June 1991..
 HZ0215
 HZ0215.The geoid height was determined by GEOID03.
 HZ0215
 HZ0215.The dynamic height is computed by dividing the NAVD 88
 HZ0215.geopotential number by the normal gravity value computed on the
 HZ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0215.degrees latitude (g = 980.6199 gals.).
 HZ0215
 HZ0215.The modeled gravity was interpolated from observed gravity values.
 HZ0215
 HZ0215;                    North         East    Units  Estimated Accuracy
 HZ0215;SPC KY1Z     - 1,188,860.    1,642,390.      MT  (+/- 180 meters Scaled)
 HZ0215
 HZ0215                          SUPERSEDED SURVEY CONTROL
 HZ0215
 HZ0215  NGVD 29 (??/??/92)  318.526  (m)         1045.03   (f) ADJ UNCH    2 0
 HZ0215
 HZ0215.Superseded values are not recommended for survey control.
 HZ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0215.See file dsdata.txt to determine how the superseded data were derived.
 HZ0215
 HZ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH520123(NAD 83)
 HZ0215_MARKER: DR = REFERENCE MARK DISK
 HZ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0215_STAMPING: I-64 T-69 NO 2 1963
 HZ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0215+STABILITY: SURFACE MOTION
 HZ0215
 HZ0215  HISTORY     - Date     Condition        Report By
 HZ0215  HISTORY     - 1963     MONUMENTED       PAS
 HZ0215
 HZ0215                          STATION DESCRIPTION
 HZ0215
 HZ0215'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0215'2.6 MI E FROM WINCHESTER.
 HZ0215'ABOUT 2.6 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0215'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH SIDE
 HZ0215'OF WINCHESTER, 106 FEET NORTH OF THE CENTERLINE OF WEST BOUND
 HZ0215'LANE AND 1.4 FEET SOUTH OF NORTH R/W FENCE.  A KENTUCKY DEPARTMENT
 HZ0215'OF HIGHWAYS REFERENCE MAK DISK SET IN TOP OF CONCRETE POST FLUSH
 HZ0215'WITH GROUND AND STAMPED I-64 T-69 NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2173 ***********************************************************************
 HZ2173  DESIGNATION -  I64 T 7
 HZ2173  PID         -  HZ2173
 HZ2173  STATE/COUNTY-  KY/JEFFERSON
 HZ2173  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ2173
 HZ2173                         *CURRENT SURVEY CONTROL
 HZ2173  ___________________________________________________________________
 HZ2173* NAD 83(1993)-  38 13 24.09318(N)    085 35 32.65470(W)     ADJUSTED  
 HZ2173* NAVD 88     -       202.4    (meters)     664.     (feet)  VERTCON   
 HZ2173  ___________________________________________________________________
 HZ2173  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 HZ2173  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2173
 HZ2173  HORZ ORDER  -  SECOND
 HZ2173
 HZ2173.The horizontal coordinates were established by classical geodetic methods
 HZ2173.and adjusted by the National Geodetic Survey in December 1995..
 HZ2173
 HZ2173.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2173
 HZ2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2173
 HZ2173.The geoid height was determined by GEOID03.
 HZ2173
 HZ2173;                    North         East     Units Scale Factor Converg.
 HZ2173;SPC KY1Z     - 1,209,772.997 1,513,798.882   MT  0.99992322   +0 05 48.3
 HZ2173;SPC KY1Z     - 3,969,063.57  4,966,521.83   sFT  0.99992322   +0 05 48.3
 HZ2173;SPC KY N     -    81,146.942   382,459.418   MT  0.99997109   -0 50 06.2
 HZ2173;SPC KY N     -   266,229.59  1,254,785.61   sFT  0.99997109   -0 50 06.2
 HZ2173;UTM  16      - 4,231,534.192   623,210.323   MT  0.99978696   +0 52 15.7
 HZ2173
 HZ2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2173!SPC KY1Z     -   0.99997346  x   0.99992322  =   0.99989668
 HZ2173!SPC KY N     -   0.99997346  x   0.99997109  =   0.99994455
 HZ2173!UTM  16      -   0.99997346  x   0.99978696  =   0.99976042
 HZ2173
 HZ2173|---------------------------------------------------------------------|
 HZ2173| PID    Reference Object                     Distance      Geod. Az  |
 HZ2173|                                                           dddmmss.s |
 HZ2173| CG8074 I64 T 7 RM 2                         17.706 METERS 06510     |
 HZ2173| CG8072 I64 T 7 AZ MK                                      2160104.0 |
 HZ2173| CG8073 I64 T 7 RM 1                         71.681 METERS 32750     |
 HZ2173|---------------------------------------------------------------------|
 HZ2173
 HZ2173                          SUPERSEDED SURVEY CONTROL
 HZ2173
 HZ2173  NAD 83(1986)-  38 13 24.09721(N)    085 35 32.66086(W) AD(       ) 2
 HZ2173  NAD 27      -  38 13 23.84190(N)    085 35 32.80650(W) AD(       ) 2
 HZ2173  NGVD 29 (07/19/86)  202.6    (m)          665.     (f) VERT ANG       
 HZ2173
 HZ2173.Superseded values are not recommended for survey control.
 HZ2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2173.See file dsdata.txt to determine how the superseded data were derived.
 HZ2173
 HZ2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2321031534(NAD 83)
 HZ2173_MARKER: DD = SURVEY DISK
 HZ2173_SETTING: 0 = UNSPECIFIED SETTING
 HZ2173
 HZ2173  HISTORY     - Date     Condition        Report By
 HZ2173  HISTORY     - 1961     MONUMENTED       KYHD
 HZ2173
 HZ2173                          STATION DESCRIPTION
 HZ2173
 HZ2173'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 HZ2173'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF JEFFERSONTOWN AND
 HZ2173'ABOUT 4 MILES SOUTHEAST OF ST. MATTHEWS, ON LAND OWNED BY MR.
 HZ2173'JOSEPH H. THIENEMAN.
 HZ2173'
 HZ2173'TO REACH THE STATION FROM THE POST OFFICE IN JEFFERSONTOWN, GO
 HZ2173'NORTHEAST ON WATTERSON TRAIL FOR 0.1 MILE TO THE JUNCTION OF
 HZ2173'STATE HIGHWAY 155. TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 155
 HZ2173'FOR 2.6 MILES TO A GRAVEL DRIVE RIGHT.  TURN RIGHT AND GO NORTHEAST
 HZ2173'ON DRIVE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE
 HZ2173'AHEAD ON DRIVE FOR 0.3 MILE TO MR. THIENEMANS RESIDENCE AND
 HZ2173'STATION SITE.
 HZ2173'
 HZ2173'STATION MARK IS LOCATED ABOUT 390 FEET WEST OF THENEMANS RESIDENCE,
 HZ2173'ABOUT 220 FEET NORTH OF A POWER POLE WITH TRANSFORMER,
 HZ2173'ABOUT 211 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 1 STORY BRICK
 HZ2173'HOUSE, ABOUT 173 FEET SOUTHWEST OF A POWER POLE WITH TRANSFORMER
 HZ2173'AND 42 FEET SOUTHEAST OF AN 18 INCH LOCUST TREE. THE MARK IS 12
 HZ2173'INCHES BELOW THE SURFACE AND THE DISK IS STAMPED
 HZ2173'I64-T7-1961.
 HZ2173'
 HZ2173'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, AT THE SOUTHWEST
 HZ2173'CORNER OF A LARGE GREEN HOUSE, 25 FEET NORTHEAST OF THE CENTER
 HZ2173'OF DRIVE AND 1.7 FEET EAST OF THE SOUTHWEST CORNER OF CONCRETE BLOCK
 HZ2173'GREEN HOUSE. THE MARK IS FLUSH AND THE DISK IS STAMPED I64-T7-NO.
 HZ2173'1 1961.
 HZ2173'
 HZ2173'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 17 FT. NORTHWEST OF
 HZ2173'AN 18 INCH LOCUST TREE, 14.5 FEET SOUTHWEST OF AN 18 INCH LOCUST
 HZ2173'TREE, AND 7.5 FEET NORTHEAST OF A 12 INCH LOCUST TREE. THE MARK IS
 HZ2173'FLUSH AND THE DISK IS STAMPED I64-T7-NO. 2 1961.
 HZ2173'
 HZ2173'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHWEST OF THE STATION, 12 FEET
 HZ2173'SOUTH OF THE INTERSECTION OF DRIVES, 11.5 FEET WEST OF A TWIN
 HZ2173'TRUNK LOCUST TREE IN PASTURE, 11.5 FEET NORTHEAST OF A TWIN TRUNK
 HZ2173'LOCUST TREE IN FENCE LINE, 2.2 FEET NORTH OF METAL WITNESS POST
 HZ2173'AND SIGN AND 1 FOOT NORTHWEST OF WIRE FENCE. THE MARK IS FLUSH AND
 HZ2173'THE DISK IS STAMPED I64-T7-1961.
 HZ2173'
 HZ2173'STATION, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2173'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HZ2173'
 HZ2173'HEIGHT OF LIGHT ABOVE STATION MARK 17.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0222 ***********************************************************************
 HZ0222  DESIGNATION -  I64 T 70
 HZ0222  PID         -  HZ0222
 HZ0222  STATE/COUNTY-  KY/CLARK
 HZ0222  USGS QUAD   -  SIDEVIEW (1976)
 HZ0222
 HZ0222                         *CURRENT SURVEY CONTROL
 HZ0222  ___________________________________________________________________
 HZ0222* NAD 83(1993)-  38 02 04.62407(N)    084 04 46.92830(W)     ADJUSTED  
 HZ0222* NAVD 88     -       312.074  (meters)    1023.86   (feet)  ADJUSTED  
 HZ0222  ___________________________________________________________________
 HZ0222  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 HZ0222  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HZ0222  DYNAMIC HT  -         311.844 (meters)    1023.11  (feet)  COMP
 HZ0222  MODELED GRAV-     979,883.6   (mgal)                       NAVD 88
 HZ0222
 HZ0222  HORZ ORDER  -  SECOND
 HZ0222  VERT ORDER  -  SECOND    CLASS 0
 HZ0222
 HZ0222.The horizontal coordinates were established by classical geodetic methods
 HZ0222.and adjusted by the National Geodetic Survey in December 1995..
 HZ0222
 HZ0222.The orthometric height was determined by differential leveling
 HZ0222.and adjusted by the National Geodetic Survey in June 1991..
 HZ0222
 HZ0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0222
 HZ0222.The geoid height was determined by GEOID03.
 HZ0222
 HZ0222.The dynamic height is computed by dividing the NAVD 88
 HZ0222.geopotential number by the normal gravity value computed on the
 HZ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0222.degrees latitude (g = 980.6199 gals.).
 HZ0222
 HZ0222.The modeled gravity was interpolated from observed gravity values.
 HZ0222
 HZ0222;                    North         East     Units Scale Factor Converg.
 HZ0222;SPC KY1Z     - 1,190,125.157 1,646,616.156   MT  0.99990874   +1 01 31.8
 HZ0222;SPC KY1Z     - 3,904,602.29  5,402,273.17   sFT  0.99990874   +1 01 31.8
 HZ0222;SPC KY N     -    59,354.520   514,950.480   MT  0.99999041   +0 06 21.4
 HZ0222;SPC KY N     -   194,732.29  1,689,466.70   sFT  0.99999041   +0 06 21.4
 HZ0222;UTM  16      - 4,213,682.324   756,300.731   MT  1.00040913   +1 48 01.0
 HZ0222;UTM  17      - 4,214,134.180   229,705.894   MT  1.00049991   -1 53 55.2
 HZ0222
 HZ0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0222!SPC KY1Z     -   0.99995621  x   0.99990874  =   0.99986495
 HZ0222!SPC KY N     -   0.99995621  x   0.99999041  =   0.99994662
 HZ0222!UTM  16      -   0.99995621  x   1.00040913  =   1.00036532
 HZ0222!UTM  17      -   0.99995621  x   1.00049991  =   1.00045609
 HZ0222
 HZ0222|---------------------------------------------------------------------|
 HZ0222| PID    Reference Object                     Distance      Geod. Az  |
 HZ0222|                                                           dddmmss.s |
 HZ0222| HZ0223 I64 T 70 RM 1                        25.248 METERS 05620     |
 HZ0222| GZ2859 WINCHESTER REA RADIO MAST           APPROX. 7.1 KM 2284107.9 |
 HZ0222| HZ0220 I64 T 70 AZ MK                                     2294158.5 |
 HZ0222| HZ2403 WINCHESTER RADIO STA WWKY MAST      APPROX. 7.5 KM 2511849.3 |
 HZ0222| HZ0221 I64 T 70 RM 2                        10.646 METERS 32330     |
 HZ0222|---------------------------------------------------------------------|
 HZ0222
 HZ0222                          SUPERSEDED SURVEY CONTROL
 HZ0222
 HZ0222  NAD 83(1986)-  38 02 04.63087(N)    084 04 46.93562(W) AD(       ) 2
 HZ0222  NAD 27      -  38 02 04.34240(N)    084 04 47.19490(W) AD(       ) 2
 HZ0222  NGVD 29 (??/??/92)  312.229  (m)         1024.37   (f) ADJ UNCH    2 0
 HZ0222
 HZ0222.Superseded values are not recommended for survey control.
 HZ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0222.See file dsdata.txt to determine how the superseded data were derived.
 HZ0222
 HZ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5630113682(NAD 83)
 HZ0222_MARKER: DD = SURVEY DISK
 HZ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0222_STAMPING: I64-T70 1963
 HZ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0222+STABILITY: SURFACE MOTION
 HZ0222
 HZ0222  HISTORY     - Date     Condition        Report By
 HZ0222  HISTORY     - 1963     MONUMENTED       PAS
 HZ0222  HISTORY     - 1963     GOOD             PAS
 HZ0222
 HZ0222                          STATION DESCRIPTION
 HZ0222
 HZ0222'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HZ0222'STATION IS LOCATED ABOUT 6 MILES EAST OF WINCHESTER AND ABOUT 8 MILES
 HZ0222'WEST OF MOUNT STERLING.  IT IS IN THE NORTHWEST QUADRANT OF U.S.
 HZ0222'HIGHWAY NO.60 INTERCHANGE.
 HZ0222'
 HZ0222'TO REACH THE STATION FROM THE BRIDGE AT THE U.S. HIGHWAY NO.227 AND
 HZ0222'INTERSTATE HIGHWAY NO.64 INTERCHANGE ON THE NORTH SIDE OF
 HZ0222'WINCHESTER, GO EAST ON INTERSTATE HIGHWAY 64 FOR 5.0 MILES TO THE
 HZ0222'AZIMUTH MARK ON RIGHT, CONTINUE AHEAD ON INTERSTATE 64 FOR 0.4 MILE
 HZ0222'TO U.S. HIGHWAY NO.60 INTERCHANGE AND STATION IN THE NORTHWEST
 HZ0222'QUADRANT.
 HZ0222'
 HZ0222'STATION MARK IS LOCATED ABOUT 290 FEET SOUTHWEST OF THE WEST END OF
 HZ0222'BRIDGE AT INTERCHANGE, ABOUT 160 FEET NORTHWEST OF THE CENTERLINE OF
 HZ0222'WEST BOUND LANE OF INTERSTATE 64, 112 FEET SOUTHEAST OF THE
 HZ0222'CENTERLINE OF U.S. HIGHWAY NO.60, 97 FEET EAST OF THE CENTERLINE OF
 HZ0222'NORTHWEST RAMP AND 33 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.
 HZ0222'THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T70 1963.
 HZ0222'
 HZ0222'REFERENCE MARK NO.1 IS NORTHEAST OF STATION, ABOUT 210 FEET SOUTHWEST
 HZ0222'OF THE WEST END OF BRIDGE AT INTERCHANGE, 78 FEET SOUTH OF THE
 HZ0222'CENTERLINE OF U.S. HIGHWAY NO.60 AND 47 FEET NORTHWEST OF THE
 HZ0222'NORTHEAST END OF A CONCRETE DRAIN DITCH.  THE MARK IS FLUSH AND THE
 HZ0222'DISK IS STAMPED I64 T70 NO.1 1963.
 HZ0222'
 HZ0222'REFERENCE MARK NO.2 IS NORTHWEST OF STATION, 76 FEET SOUTHEAST OF THE
 HZ0222'CENTERLINE OF U.S. HIGHWAY NO.60, 66 FEET EAST OF THE CENTERLINE OF
 HZ0222'NORTHWEST RAMP AND 4 FEET WEST SOUTHWEST OF METAL WITNESS POST AND
 HZ0222'SIGN.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T70 NO.2 1963.
 HZ0222'
 HZ0222'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHWEST OF STATION, AT THE TOP OF A
 HZ0222'ROCK CUT, 102 FEET SOUTH OF THE CENTERLINE OF EAST BOUND LANE, 38
 HZ0222'FEET NORTH OR CENTER OF GOSHEN ROAD, 3.3 FEET NORTHEAST OF METAL
 HZ0222'WITNESS POST AND SIGN AND 1 FOOT NORTH OF SOUTH RIGHT OF WAY
 HZ0222'FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN
 HZ0222'DRILL HOLE IN THE TOP OF A LIMESTONE OUTCROP.  THE DISK IS STAMPED
 HZ0222'I64 T70 1963.
 HZ0222'
 HZ0222'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 HZ0222'HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0222'
 HZ0222'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
 HZ0222
 HZ0222                          STATION RECOVERY (1963)
 HZ0222
 HZ0222'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0222'5.4 MI E FROM WINCHESTER.
 HZ0222'ABOUT 5.4 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0222'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH SIDE
 HZ0222'OF WINCHESTER, AT THE U.S. HIGHWAY NO. 60 INTERCHANGE IN THE
 HZ0222'NORTHWEST QUADRANT OF INTERCHANGE, ABOUT 290 FEET SOUTHWEST OF
 HZ0222'THE WEST END OF BRIDGE AT INTERCHANGE, ABOUT 160 FEET NORTHWEST
 HZ0222'OF THE CENTERLINE OF WEST BOUND LANE OF INTERSTATE 64, 112 FEET
 HZ0222'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 60, 97 FEET EAST
 HZ0222'OF THE CENTERLINE OF NORTHWEST RAMP AND 33 FEET SOUTHEAST OF
 HZ0222'METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND THE DISK IS
 HZ0222'STAMPED I64-T70 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0220 ***********************************************************************
 HZ0220  DESIGNATION -  I64 T 70 AZ MK
 HZ0220  PID         -  HZ0220
 HZ0220  STATE/COUNTY-  KY/CLARK
 HZ0220  USGS QUAD   -  SIDEVIEW (1976)
 HZ0220
 HZ0220                         *CURRENT SURVEY CONTROL
 HZ0220  ___________________________________________________________________
 HZ0220* NAD 83(1986)-  38 01 52.     (N)    084 05 06.     (W)     SCALED    
 HZ0220* NAVD 88     -       308.746  (meters)    1012.94   (feet)  ADJUSTED  
 HZ0220  ___________________________________________________________________
 HZ0220  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HZ0220  DYNAMIC HT  -         308.518 (meters)    1012.20  (feet)  COMP
 HZ0220  MODELED GRAV-     979,882.8   (mgal)                       NAVD 88
 HZ0220
 HZ0220  VERT ORDER  -  SECOND    CLASS 0
 HZ0220
 HZ0220.The horizontal coordinates were scaled from a topographic map and have
 HZ0220.an estimated accuracy of +/- 6 seconds.
 HZ0220
 HZ0220.The orthometric height was determined by differential leveling
 HZ0220.and adjusted by the National Geodetic Survey in June 1991..
 HZ0220
 HZ0220.The geoid height was determined by GEOID03.
 HZ0220
 HZ0220.The dynamic height is computed by dividing the NAVD 88
 HZ0220.geopotential number by the normal gravity value computed on the
 HZ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0220.degrees latitude (g = 980.6199 gals.).
 HZ0220
 HZ0220.The modeled gravity was interpolated from observed gravity values.
 HZ0220
 HZ0220;                    North         East    Units  Estimated Accuracy
 HZ0220;SPC KY1Z     - 1,189,730.    1,646,160.      MT  (+/- 180 meters Scaled)
 HZ0220
 HZ0220                          SUPERSEDED SURVEY CONTROL
 HZ0220
 HZ0220  NGVD 29 (??/??/92)  308.901  (m)         1013.45   (f) ADJ UNCH    2 0
 HZ0220
 HZ0220.Superseded values are not recommended for survey control.
 HZ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0220.See file dsdata.txt to determine how the superseded data were derived.
 HZ0220
 HZ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH558132(NAD 83)
 HZ0220_MARKER: DZ = AZIMUTH MARK DISK
 HZ0220_SETTING: 66 = SET IN ROCK OUTCROP
 HZ0220_SP_SET: LIMESTONE OUTCROP
 HZ0220_STAMPING: I-64 T-70 1963
 HZ0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ0220+STABILITY: POSITION/ELEVATION WELL
 HZ0220
 HZ0220  HISTORY     - Date     Condition        Report By
 HZ0220  HISTORY     - 1963     MONUMENTED       PAS
 HZ0220
 HZ0220                          STATION DESCRIPTION
 HZ0220
 HZ0220'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0220'5 MI E FROM WINCHESTER.
 HZ0220'ABOUT 5.0 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0220'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH SIDE
 HZ0220'OF WINCHESTER, ABOUT 0.4 MILE SOUTHWEST OF THE U.S. HIGHWAY NO. 60
 HZ0220'INTERCHANGE, AT THE TOP OF A ROCK CUT, 102 FEET SOUTH OF THE
 HZ0220'CENTERLINE OF EAST BOUND LANE, 38 FEET NORTH OF THE CENTER OF
 HZ0220'GOSHEN ROAD, 3.3 FEET NORTHEAST OF METAL WITNESS POST AND SIGN
 HZ0220'AND 1 FOOT NORTH OF SOUTH R/W FENCE.  A KENTUCKY DEPARTMENT OF
 HZ0220'HIGHWAYS AZIMUTH MARK DISK SET IN DRILL HOLE IN THE TOP OF A
 HZ0220'LIMESTONE OUTCROP.  THE DISK IS STAMPED I-64 T-70 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0223 ***********************************************************************
 HZ0223  DESIGNATION -  I64 T 70 RM 1
 HZ0223  PID         -  HZ0223
 HZ0223  STATE/COUNTY-  KY/CLARK
 HZ0223  USGS QUAD   -  SIDEVIEW (1976)
 HZ0223
 HZ0223                         *CURRENT SURVEY CONTROL
 HZ0223  ___________________________________________________________________
 HZ0223* NAD 83(1986)-  38 02 04.     (N)    084 04 47.     (W)     SCALED    
 HZ0223* NAVD 88     -       312.198  (meters)    1024.27   (feet)  ADJUSTED  
 HZ0223  ___________________________________________________________________
 HZ0223  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HZ0223  DYNAMIC HT  -         311.968 (meters)    1023.51  (feet)  COMP
 HZ0223  MODELED GRAV-     979,883.6   (mgal)                       NAVD 88
 HZ0223
 HZ0223  VERT ORDER  -  SECOND    CLASS 0
 HZ0223
 HZ0223.The horizontal coordinates were scaled from a topographic map and have
 HZ0223.an estimated accuracy of +/- 6 seconds.
 HZ0223
 HZ0223.The orthometric height was determined by differential leveling
 HZ0223.and adjusted by the National Geodetic Survey in June 1991..
 HZ0223
 HZ0223.The geoid height was determined by GEOID03.
 HZ0223
 HZ0223.The dynamic height is computed by dividing the NAVD 88
 HZ0223.geopotential number by the normal gravity value computed on the
 HZ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0223.degrees latitude (g = 980.6199 gals.).
 HZ0223
 HZ0223.The modeled gravity was interpolated from observed gravity values.
 HZ0223
 HZ0223;                    North         East    Units  Estimated Accuracy
 HZ0223;SPC KY1Z     - 1,190,110.    1,646,620.      MT  (+/- 180 meters Scaled)
 HZ0223
 HZ0223                          SUPERSEDED SURVEY CONTROL
 HZ0223
 HZ0223  NGVD 29 (??/??/92)  312.353  (m)         1024.78   (f) ADJ UNCH    2 0
 HZ0223
 HZ0223.Superseded values are not recommended for survey control.
 HZ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0223.See file dsdata.txt to determine how the superseded data were derived.
 HZ0223
 HZ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH563136(NAD 83)
 HZ0223_MARKER: DR = REFERENCE MARK DISK
 HZ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0223_STAMPING: I-64 T-70 NO 1 1963
 HZ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0223+STABILITY: SURFACE MOTION
 HZ0223
 HZ0223  HISTORY     - Date     Condition        Report By
 HZ0223  HISTORY     - 1963     MONUMENTED       PAS
 HZ0223
 HZ0223                          STATION DESCRIPTION
 HZ0223
 HZ0223'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0223'5.4 MI E FROM WINCHESTER.
 HZ0223'ABOUT 5.4 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0223'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH SIDE
 HZ0223'OF WINCHESTER, AT THE U.S. HIGHWAY NO. 60 INTERCHANGE, IN THE
 HZ0223'NORTHWEST QUADRANT OF INTERCHANGE, ABOUT 210 FEET SOUTHWEST OF THE
 HZ0223'WEST END OF BRIDGE AT INTERCHANGE, 78 FEET SOUTH OF THE CENTERLINE
 HZ0223'OF U.S. HIGHWAY NO. 60 AND 47 FEET NORTHWEST OF THE NORTHEAST END
 HZ0223'OF A CONCRETE DRAIN DITCH.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0223'REFERENCE MARK DISK SET  IN TOP OF CONCRETE POST FLUSH WITH GROUND
 HZ0223'AND STAMPED I-64 T-70 NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0221 ***********************************************************************
 HZ0221  DESIGNATION -  I64 T 70 RM 2
 HZ0221  PID         -  HZ0221
 HZ0221  STATE/COUNTY-  KY/CLARK
 HZ0221  USGS QUAD   -  SIDEVIEW (1976)
 HZ0221
 HZ0221                         *CURRENT SURVEY CONTROL
 HZ0221  ___________________________________________________________________
 HZ0221* NAD 83(1986)-  38 02 04.     (N)    084 04 47.     (W)     SCALED    
 HZ0221* NAVD 88     -       312.296  (meters)    1024.59   (feet)  ADJUSTED  
 HZ0221  ___________________________________________________________________
 HZ0221  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HZ0221  DYNAMIC HT  -         312.066 (meters)    1023.84  (feet)  COMP
 HZ0221  MODELED GRAV-     979,883.6   (mgal)                       NAVD 88
 HZ0221
 HZ0221  VERT ORDER  -  SECOND    CLASS 0
 HZ0221
 HZ0221.The horizontal coordinates were scaled from a topographic map and have
 HZ0221.an estimated accuracy of +/- 6 seconds.
 HZ0221
 HZ0221.The orthometric height was determined by differential leveling
 HZ0221.and adjusted by the National Geodetic Survey in June 1991..
 HZ0221
 HZ0221.The geoid height was determined by GEOID03.
 HZ0221
 HZ0221.The dynamic height is computed by dividing the NAVD 88
 HZ0221.geopotential number by the normal gravity value computed on the
 HZ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0221.degrees latitude (g = 980.6199 gals.).
 HZ0221
 HZ0221.The modeled gravity was interpolated from observed gravity values.
 HZ0221
 HZ0221;                    North         East    Units  Estimated Accuracy
 HZ0221;SPC KY1Z     - 1,190,110.    1,646,620.      MT  (+/- 180 meters Scaled)
 HZ0221
 HZ0221                          SUPERSEDED SURVEY CONTROL
 HZ0221
 HZ0221  NGVD 29 (??/??/92)  312.452  (m)         1025.10   (f) ADJ UNCH    2 0
 HZ0221
 HZ0221.Superseded values are not recommended for survey control.
 HZ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0221.See file dsdata.txt to determine how the superseded data were derived.
 HZ0221
 HZ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH563136(NAD 83)
 HZ0221_MARKER: DR = REFERENCE MARK DISK
 HZ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0221_STAMPING: I-64 T-70 NO 2 1963
 HZ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0221+STABILITY: SURFACE MOTION
 HZ0221
 HZ0221  HISTORY     - Date     Condition        Report By
 HZ0221  HISTORY     - 1963     MONUMENTED       PAS
 HZ0221
 HZ0221                          STATION DESCRIPTION
 HZ0221
 HZ0221'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0221'5.4 MI E FROM WINCHESTER.
 HZ0221'ABOUT 5.4 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0221'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH SIDE
 HZ0221'OF WINCHESTER, AT THE U.S. HIGHWAY NO. 60 INTERCHANGE, IN THE
 HZ0221'NORTHWEST QUADRANT OF INTERCHANGE, ABOUT 290 FEET SOUTHWEST OF THE
 HZ0221'WEST END OF BRIDGE AT INTERCHANGE, ABOUT 160 FEET NORTHWEST OF THE
 HZ0221'CENTERLINE OF WEST BOUND LANE OF INTERSTATE HIGHWAY 64, 112 FEET
 HZ0221'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 60, 97 FEET EAST OF
 HZ0221'THE CENTERLINE OF NORTHWEST RAMP AND 33 FEET SOUTHEST OF METAL
 HZ0221'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 HZ0221'DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED
 HZ0221'I-64 T-70 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0227 ***********************************************************************
 HZ0227  DESIGNATION -  I64 T 71
 HZ0227  PID         -  HZ0227
 HZ0227  STATE/COUNTY-  KY/CLARK
 HZ0227  USGS QUAD   -  SIDEVIEW (1976)
 HZ0227
 HZ0227                         *CURRENT SURVEY CONTROL
 HZ0227  ___________________________________________________________________
 HZ0227* NAD 83(1993)-  38 03 26.98399(N)    084 02 49.79468(W)     ADJUSTED  
 HZ0227* NAVD 88     -       324.669  (meters)    1065.18   (feet)  ADJUSTED  
 HZ0227  ___________________________________________________________________
 HZ0227  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 HZ0227  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HZ0227  DYNAMIC HT  -         324.432 (meters)    1064.41  (feet)  COMP
 HZ0227  MODELED GRAV-     979,889.5   (mgal)                       NAVD 88
 HZ0227
 HZ0227  HORZ ORDER  -  SECOND
 HZ0227  VERT ORDER  -  SECOND    CLASS 0
 HZ0227
 HZ0227.The horizontal coordinates were established by classical geodetic methods
 HZ0227.and adjusted by the National Geodetic Survey in December 1995..
 HZ0227
 HZ0227.The orthometric height was determined by differential leveling
 HZ0227.and adjusted by the National Geodetic Survey in June 1991..
 HZ0227
 HZ0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0227
 HZ0227.The geoid height was determined by GEOID03.
 HZ0227
 HZ0227.The dynamic height is computed by dividing the NAVD 88
 HZ0227.geopotential number by the normal gravity value computed on the
 HZ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0227.degrees latitude (g = 980.6199 gals.).
 HZ0227
 HZ0227.The modeled gravity was interpolated from observed gravity values.
 HZ0227
 HZ0227;                    North         East     Units Scale Factor Converg.
 HZ0227;SPC KY1Z     - 1,192,715.490 1,649,425.571   MT  0.99990992   +1 02 43.7
 HZ0227;SPC KY1Z     - 3,913,100.74  5,411,490.39   sFT  0.99990992   +1 02 43.7
 HZ0227;SPC KY N     -    61,899.642   517,801.325   MT  0.99998750   +0 07 34.2
 HZ0227;SPC KY N     -   203,082.41  1,698,819.85   sFT  0.99998750   +0 07 34.2
 HZ0227;UTM  16      - 4,216,311.772   759,076.249   MT  1.00042675   +1 49 16.7
 HZ0227;UTM  17      - 4,216,579.218   232,645.520   MT  1.00048043   -1 52 46.4
 HZ0227
 HZ0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0227!SPC KY1Z     -   0.99995423  x   0.99990992  =   0.99986416
 HZ0227!SPC KY N     -   0.99995423  x   0.99998750  =   0.99994173
 HZ0227!UTM  16      -   0.99995423  x   1.00042675  =   1.00038096
 HZ0227!UTM  17      -   0.99995423  x   1.00048043  =   1.00043464
 HZ0227
 HZ0227|---------------------------------------------------------------------|
 HZ0227| PID    Reference Object                     Distance      Geod. Az  |
 HZ0227|                                                           dddmmss.s |
 HZ0227| HZ0228 I64 T 71 RM 1                        16.970 METERS 04115     |
 HZ0227| HZ0225 I64 T 71 AZ MK                                     2282546.2 |
 HZ0227| GZ2859 WINCHESTER REA RADIO MAST           APPROX.10.9 KM 2283514.6 |
 HZ0227| HZ0226 I64 T 71 RM 2                        13.926 METERS 25546     |
 HZ0227|---------------------------------------------------------------------|
 HZ0227
 HZ0227                          SUPERSEDED SURVEY CONTROL
 HZ0227
 HZ0227  NAD 83(1986)-  38 03 26.99079(N)    084 02 49.80232(W) AD(       ) 2
 HZ0227  NAD 27      -  38 03 26.70460(N)    084 02 50.06640(W) AD(       ) 2
 HZ0227  NGVD 29 (??/??/92)  324.826  (m)         1065.70   (f) ADJ UNCH    2 0
 HZ0227
 HZ0227.Superseded values are not recommended for survey control.
 HZ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0227.See file dsdata.txt to determine how the superseded data were derived.
 HZ0227
 HZ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5907616312(NAD 83)
 HZ0227_MARKER: DD = SURVEY DISK
 HZ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0227_STAMPING: I-64 T-71 1963
 HZ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0227+STABILITY: SURFACE MOTION
 HZ0227
 HZ0227  HISTORY     - Date     Condition        Report By
 HZ0227  HISTORY     - 1963     MONUMENTED       PAS
 HZ0227  HISTORY     - 1963     GOOD             PAS
 HZ0227
 HZ0227                          STATION DESCRIPTION
 HZ0227
 HZ0227'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HZ0227'STATION IS LOCATED ABOUT 6 MILES WEST OF MOUNT STERLING AND ABOUT 8
 HZ0227'MILES EAST OF WINCHESTER.  IT IS ABOUT 0.2 MILE SOUTHWEST OF THE
 HZ0227'MONTGOMERY CLARK COUNTY LINE AND ON A HIGH BANK NEAR THE NORTH RIGHT
 HZ0227'OF WAY FENCE OF INTERSTATE HIGHWAY NO.64.
 HZ0227'
 HZ0227'TO REACH THE STATION FROM THE BRIDGE AT THE U.S. HIGHWAY NO.460 AND
 HZ0227'INTERSTATE HIGHWAY NO.64 ON THE NORTH SIDE OF MOUNT STERLING, GO
 HZ0227'WEST ON INTERSTATE HIGHWAY 64 FOR 5.5 MILES TO A HIGH BANK NEAR AN
 HZ0227'OVERPASS AND STATION ON RIGHT.
 HZ0227'
 HZ0227'TO REACH AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD ON INTERSTATE
 HZ0227'HIGHWAY 64 FOR 0.35 MILE TO MARK ON LEFT.
 HZ0227'
 HZ0227'STATION MARK IS LOCATED APPROXIMATELY 405 FEET NORTHEAST OF THE
 HZ0227'NORTHWEST END OF OVERPASS, ABOUT 91 FEET NORTHWEST OF THE CENTERLINE
 HZ0227'OF WEST BOUND LANE, 30-1/2 FEET SOUTHEAST AND ACROSS FENCE FROM A
 HZ0227'POWER POLE, 16-1/2 FEET SOUTHEAST OF NORTH RIGHT OF WAY FENCE AND 16
 HZ0227'FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH
 HZ0227'AND THE DISK IS STAMPED I64 T71 1963.
 HZ0227'
 HZ0227'REFERENCE MARK NO.1 IS NORTHEAST OF STATION, ABOUT 106 FEET NORTHWEST
 HZ0227'OF THE CENTERLINE OF WEST BOUND LANE, 53-1/2 FEET EAST SOUTHEAST OF
 HZ0227'A POWER POLE, AND 1.5 FEET SOUTHEAST OF NORTH RIGHT OF WAY FENCE.
 HZ0227'THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T71 NO 1 1963.
 HZ0227'
 HZ0227'REFERENCE MARK NO.2 IS WEST OF STATION, ABOUT 106 FEET NORTHWEST OF
 HZ0227'THE CENTERLINE OF WEST BOUND LANE, 47-1/2 FEET SOUTHWEST OF A POWER
 HZ0227'POLE AND 1.5 FEET SOUTHEAST OF THE NORTH RIGHT OF WAY FENCE.  THE
 HZ0227'MARK IS FLUSH AND THE DISK IS STAMPED I64 T71 NO.2 1963.
 HZ0227'
 HZ0227'AZIMUTH MARK IS ABOUT 0.35 MILE SOUTHWEST OF STATION, 106 FEET
 HZ0227'SOUTHEAST OF THE CENTERLINE OF EAST BOUND LANE, 2 FEET WEST OF METAL
 HZ0227'WITNESS POST AND SIGN AND 1.3 FEET NORTHWEST OF SOUTH RIGHT OF WAY
 HZ0227'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T71 1963.
 HZ0227'
 HZ0227'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0227'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0227'
 HZ0227'HEIGHT OF LIGHT ABOVE STATION MARK 1.62 METERS.
 HZ0227
 HZ0227                          STATION RECOVERY (1963)
 HZ0227
 HZ0227'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0227'5.5 MI W FROM MOUNT STERLING.
 HZ0227'ABOUT 5.5 MILES WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HZ0227'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HZ0227'MOUNT STERLING, ABOUT 0.2 MILE SOUTHWEST OF THE CLARK-MONTGOMERY
 HZ0227'COUNTY LINET, AT A HIGH BANK NEAR AN OVERPASS, ABOUT 405 FEET
 HZ0227'NORTHEAST OF THE NORTHWEST END OF OVERPASS, ABOUT 91 FEET NORTHWEST
 HZ0227'OF THE CENTERLINE OF WEST BOUND LANE, 30 1/2 FEET SOUTHEAST OF A
 HZ0227'POWER POLE, 16 1/2 FEET SOUTHEAST OF NORTH R/W FENCE AND 16 FEET
 HZ0227'SOUTHEAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HZ0227'OF HIGHWAYS SURVEY DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND
 HZ0227'AND STAMPED I-64 T-71 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0225 ***********************************************************************
 HZ0225  DESIGNATION -  I64 T 71 AZ MK
 HZ0225  PID         -  HZ0225
 HZ0225  STATE/COUNTY-  KY/CLARK
 HZ0225  USGS QUAD   -  SIDEVIEW (1976)
 HZ0225
 HZ0225                         *CURRENT SURVEY CONTROL
 HZ0225  ___________________________________________________________________
 HZ0225* NAD 83(1986)-  38 03 13.     (N)    084 03 09.     (W)     SCALED    
 HZ0225* NAVD 88     -       306.014  (meters)    1003.98   (feet)  ADJUSTED  
 HZ0225  ___________________________________________________________________
 HZ0225  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HZ0225  DYNAMIC HT  -         305.790 (meters)    1003.25  (feet)  COMP
 HZ0225  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 HZ0225
 HZ0225  VERT ORDER  -  SECOND    CLASS 0
 HZ0225
 HZ0225.The horizontal coordinates were scaled from a topographic map and have
 HZ0225.an estimated accuracy of +/- 6 seconds.
 HZ0225
 HZ0225.The orthometric height was determined by differential leveling
 HZ0225.and adjusted by the National Geodetic Survey in June 1991..
 HZ0225
 HZ0225.The geoid height was determined by GEOID03.
 HZ0225
 HZ0225.The dynamic height is computed by dividing the NAVD 88
 HZ0225.geopotential number by the normal gravity value computed on the
 HZ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0225.degrees latitude (g = 980.6199 gals.).
 HZ0225
 HZ0225.The modeled gravity was interpolated from observed gravity values.
 HZ0225
 HZ0225;                    North         East    Units  Estimated Accuracy
 HZ0225;SPC KY1Z     - 1,192,280.    1,648,970.      MT  (+/- 180 meters Scaled)
 HZ0225
 HZ0225                          SUPERSEDED SURVEY CONTROL
 HZ0225
 HZ0225  NGVD 29 (??/??/92)  306.170  (m)         1004.49   (f) ADJ UNCH    2 0
 HZ0225
 HZ0225.Superseded values are not recommended for survey control.
 HZ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0225.See file dsdata.txt to determine how the superseded data were derived.
 HZ0225
 HZ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH586158(NAD 83)
 HZ0225_MARKER: DZ = AZIMUTH MARK DISK
 HZ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0225_STAMPING: I-64 T-71 1963
 HZ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0225+STABILITY: SURFACE MOTION
 HZ0225
 HZ0225  HISTORY     - Date     Condition        Report By
 HZ0225  HISTORY     - 1963     MONUMENTED       PAS
 HZ0225
 HZ0225                          STATION DESCRIPTION
 HZ0225
 HZ0225'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0225'5.8 MI W FROM MOUNT STERLING.
 HZ0225'ABOUT 5.85 MILES WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0225'BRIDGE AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE
 HZ0225'OF MOUNT STERLING, 106 FEET SOUTHEAST OF THE CENTERLINE OF EAST
 HZ0225'BOUND LANE, 2 FEET WEST OF METAL WITNESS POST AND SIGN AND 1.3 FEET
 HZ0225'NORTHWEST OF SOUTH R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0225'AZIMUTH MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND
 HZ0225'AND STAMPED I-64 T-71 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0228 ***********************************************************************
 HZ0228  DESIGNATION -  I64 T 71 RM 1
 HZ0228  PID         -  HZ0228
 HZ0228  STATE/COUNTY-  KY/CLARK
 HZ0228  USGS QUAD   -  SIDEVIEW (1976)
 HZ0228
 HZ0228                         *CURRENT SURVEY CONTROL
 HZ0228  ___________________________________________________________________
 HZ0228* NAD 83(1986)-  38 03 27.     (N)    084 02 50.     (W)     SCALED    
 HZ0228* NAVD 88     -       324.393  (meters)    1064.28   (feet)  ADJUSTED  
 HZ0228  ___________________________________________________________________
 HZ0228  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HZ0228  DYNAMIC HT  -         324.156 (meters)    1063.50  (feet)  COMP
 HZ0228  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 HZ0228
 HZ0228  VERT ORDER  -  SECOND    CLASS 0
 HZ0228
 HZ0228.The horizontal coordinates were scaled from a topographic map and have
 HZ0228.an estimated accuracy of +/- 6 seconds.
 HZ0228
 HZ0228.The orthometric height was determined by differential leveling
 HZ0228.and adjusted by the National Geodetic Survey in June 1991..
 HZ0228
 HZ0228.The geoid height was determined by GEOID03.
 HZ0228
 HZ0228.The dynamic height is computed by dividing the NAVD 88
 HZ0228.geopotential number by the normal gravity value computed on the
 HZ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0228.degrees latitude (g = 980.6199 gals.).
 HZ0228
 HZ0228.The modeled gravity was interpolated from observed gravity values.
 HZ0228
 HZ0228;                    North         East    Units  Estimated Accuracy
 HZ0228;SPC KY1Z     - 1,192,720.    1,649,420.      MT  (+/- 180 meters Scaled)
 HZ0228
 HZ0228                          SUPERSEDED SURVEY CONTROL
 HZ0228
 HZ0228  NGVD 29 (??/??/92)  324.550  (m)         1064.79   (f) ADJ UNCH    2 0
 HZ0228
 HZ0228.Superseded values are not recommended for survey control.
 HZ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0228.See file dsdata.txt to determine how the superseded data were derived.
 HZ0228
 HZ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH590163(NAD 83)
 HZ0228_MARKER: DR = REFERENCE MARK DISK
 HZ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0228_STAMPING: I-64 T-71 NO 1 1963
 HZ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0228+STABILITY: SURFACE MOTION
 HZ0228
 HZ0228  HISTORY     - Date     Condition        Report By
 HZ0228  HISTORY     - 1963     MONUMENTED       PAS
 HZ0228
 HZ0228                          STATION DESCRIPTION
 HZ0228
 HZ0228'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0228'5.5 MI W FROM MOUNT STERLING.
 HZ0228'ABOUT 5.5 MILES WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0228'BRIDGE AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE
 HZ0228'OF MOUNT STERLING, ABOUT 0.2 MILE SOUTHWEST OF THE CLARK-MONTGOMERY
 HZ0228'COUNTY LINE, AT A HIGH BANK NEAR AN OVERPASS, APPROXIMATELY 465 FEET
 HZ0228'NORTHEAST OF THE NORTHWEST END OF OVERPASS, ABOUT 106 FEET NORTHWEST
 HZ0228'OF THE CENTERLINE OF WEST BOUND LANE, 53 1/2 FEET EAST-SOUTHEAST
 HZ0228'OF A POWER POLE AND 1.5 FEET SOUTHEAST OF NORTH R/W FENCE.  A
 HZ0228'KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF
 HZ0228'CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 T-71 NO. 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0226 ***********************************************************************
 HZ0226  DESIGNATION -  I64 T 71 RM 2
 HZ0226  PID         -  HZ0226
 HZ0226  STATE/COUNTY-  KY/CLARK
 HZ0226  USGS QUAD   -  SIDEVIEW (1976)
 HZ0226
 HZ0226                         *CURRENT SURVEY CONTROL
 HZ0226  ___________________________________________________________________
 HZ0226* NAD 83(1986)-  38 03 27.     (N)    084 02 50.     (W)     SCALED    
 HZ0226* NAVD 88     -       324.900  (meters)    1065.94   (feet)  ADJUSTED  
 HZ0226  ___________________________________________________________________
 HZ0226  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HZ0226  DYNAMIC HT  -         324.663 (meters)    1065.17  (feet)  COMP
 HZ0226  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 HZ0226
 HZ0226  VERT ORDER  -  SECOND    CLASS 0
 HZ0226
 HZ0226.The horizontal coordinates were scaled from a topographic map and have
 HZ0226.an estimated accuracy of +/- 6 seconds.
 HZ0226
 HZ0226.The orthometric height was determined by differential leveling
 HZ0226.and adjusted by the National Geodetic Survey in June 1991..
 HZ0226
 HZ0226.The geoid height was determined by GEOID03.
 HZ0226
 HZ0226.The dynamic height is computed by dividing the NAVD 88
 HZ0226.geopotential number by the normal gravity value computed on the
 HZ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0226.degrees latitude (g = 980.6199 gals.).
 HZ0226
 HZ0226.The modeled gravity was interpolated from observed gravity values.
 HZ0226
 HZ0226;                    North         East    Units  Estimated Accuracy
 HZ0226;SPC KY1Z     - 1,192,720.    1,649,420.      MT  (+/- 180 meters Scaled)
 HZ0226
 HZ0226                          SUPERSEDED SURVEY CONTROL
 HZ0226
 HZ0226  NGVD 29 (??/??/92)  325.058  (m)         1066.46   (f) ADJ UNCH    2 0
 HZ0226
 HZ0226.Superseded values are not recommended for survey control.
 HZ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0226.See file dsdata.txt to determine how the superseded data were derived.
 HZ0226
 HZ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH590163(NAD 83)
 HZ0226_MARKER: DR = REFERENCE MARK DISK
 HZ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0226_STAMPING: I-64 T-71 NO 2 1963
 HZ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0226+STABILITY: SURFACE MOTION
 HZ0226
 HZ0226  HISTORY     - Date     Condition        Report By
 HZ0226  HISTORY     - 1963     MONUMENTED       PAS
 HZ0226
 HZ0226                          STATION DESCRIPTION
 HZ0226
 HZ0226'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0226'5.5 MI W FROM MOUNT STERLING.
 HZ0226'ABOUT 5.5 MILES WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE
 HZ0226'BRIDGE AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE
 HZ0226'OF MOUNT STERLING, ABOUT 0.2 MILE SOUTHWEST OF THE CLARK-MONTGOMERY
 HZ0226'COUNTY LINE, AT A HIGH BANK NEAR AN OVERPASS, ABOUT 360 FEET
 HZ0226'NORTHEAST OF THE NORTHWEST END OF OVERPASS, ABOUT 106 FEET NORTHWEST
 HZ0226'OF THE CENTERLINE OF WEST BOUND LANE, 47 1/2 FEET SOUTHWEST OF A
 HZ0226'POWER POLE AND 1.5 FEET SOUTHEAST OF NORTH F/W FENCE.  A KENTUCKY
 HZ0226'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE
 HZ0226'POST FLUSH WITH GROUND AND STAMPED I-64 T-71 NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0232 ***********************************************************************
 HZ0232  DESIGNATION -  I64 T 72
 HZ0232  PID         -  HZ0232
 HZ0232  STATE/COUNTY-  KY/MONTGOMERY
 HZ0232  USGS QUAD   -  SIDEVIEW (1976)
 HZ0232
 HZ0232                         *CURRENT SURVEY CONTROL
 HZ0232  ___________________________________________________________________
 HZ0232* NAD 83(1993)-  38 03 59.62749(N)    084 00 40.80023(W)     ADJUSTED  
 HZ0232* NAVD 88     -       317.319  (meters)    1041.07   (feet)  ADJUSTED  
 HZ0232  ___________________________________________________________________
 HZ0232  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 HZ0232  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HZ0232  DYNAMIC HT  -         317.088 (meters)    1040.31  (feet)  COMP
 HZ0232  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 HZ0232
 HZ0232  HORZ ORDER  -  SECOND
 HZ0232  VERT ORDER  -  SECOND    CLASS 0
 HZ0232
 HZ0232.The horizontal coordinates were established by classical geodetic methods
 HZ0232.and adjusted by the National Geodetic Survey in December 1995..
 HZ0232
 HZ0232.The orthometric height was determined by differential leveling
 HZ0232.and adjusted by the National Geodetic Survey in June 1991..
 HZ0232
 HZ0232.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0232
 HZ0232.The geoid height was determined by GEOID03.
 HZ0232
 HZ0232.The dynamic height is computed by dividing the NAVD 88
 HZ0232.geopotential number by the normal gravity value computed on the
 HZ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0232.degrees latitude (g = 980.6199 gals.).
 HZ0232
 HZ0232.The modeled gravity was interpolated from observed gravity values.
 HZ0232
 HZ0232;                    North         East     Units Scale Factor Converg.
 HZ0232;SPC KY1Z     - 1,193,779.689 1,652,550.740   MT  0.99991043   +1 04 02.9
 HZ0232;SPC KY1Z     - 3,916,592.20  5,421,743.55   sFT  0.99991043   +1 04 02.9
 HZ0232;SPC KY N     -    62,913.649   520,943.405   MT  0.99998639   +0 08 54.5
 HZ0232;SPC KY N     -   206,409.20  1,709,128.49   sFT  0.99998639   +0 08 54.5
 HZ0232;UTM  16      - 4,217,418.785   762,188.356   MT  1.00044673   +1 50 37.6
 HZ0232;UTM  17      - 4,217,483.055   235,822.702   MT  1.00045963   -1 51 28.0
 HZ0232
 HZ0232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0232!SPC KY1Z     -   0.99995538  x   0.99991043  =   0.99986581
 HZ0232!SPC KY N     -   0.99995538  x   0.99998639  =   0.99994177
 HZ0232!UTM  16      -   0.99995538  x   1.00044673  =   1.00040209
 HZ0232!UTM  17      -   0.99995538  x   1.00045963  =   1.00041499
 HZ0232
 HZ0232|---------------------------------------------------------------------|
 HZ0232| PID    Reference Object                     Distance      Geod. Az  |
 HZ0232|                                                           dddmmss.s |
 HZ0232| HZ0233 I64 T 72 RM 1                        15.678 METERS 08143     |
 HZ0232| HZ0231 I64 T 72 RM 2                        16.465 METERS 22506     |
 HZ0232| HZ0230 I64 T 72 AZ MK                                     2502938.0 |
 HZ0232|---------------------------------------------------------------------|
 HZ0232
 HZ0232                          SUPERSEDED SURVEY CONTROL
 HZ0232
 HZ0232  NAD 83(1986)-  38 03 59.63499(N)    084 00 40.80816(W) AD(       ) 2
 HZ0232  NAD 27      -  38 03 59.34940(N)    084 00 41.07730(W) AD(       ) 2
 HZ0232  NGVD 29 (??/??/92)  317.477  (m)         1041.59   (f) ADJ UNCH    2 0
 HZ0232
 HZ0232.Superseded values are not recommended for survey control.
 HZ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0232.See file dsdata.txt to determine how the superseded data were derived.
 HZ0232
 HZ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH6218817419(NAD 83)
 HZ0232_MARKER: DD = SURVEY DISK
 HZ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0232_STAMPING: I-64 T-72 1963
 HZ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0232+STABILITY: SURFACE MOTION
 HZ0232
 HZ0232  HISTORY     - Date     Condition        Report By
 HZ0232  HISTORY     - 1963     MONUMENTED       PAS
 HZ0232  HISTORY     - 1963     GOOD             PAS
 HZ0232
 HZ0232                          STATION DESCRIPTION
 HZ0232
 HZ0232'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HZ0232'STATION IS LOCATED ABOUT 4 MILES WEST OF MOUNT STERLING AND ABOUT
 HZ0232'1.85 MILES EAST OF THE MONTGOMERY CLARK COUNTY LINE.  IT IS AT THE
 HZ0232'TOP OF A HILL NEAR THE SOUTH RIGHT OF WAY FENCE OF INTERSTATE HIGHWAY
 HZ0232'NO.64.
 HZ0232'
 HZ0232'TO REACH THE STATION FROM THE BRIDGE AT THE U.S. HIGHWAY NO.460 AND
 HZ0232'INTERSTATE HIGHWAY NO.64 INTERCHANGE ON THE NORTH SIDE OF MOUNT
 HZ0232'STERLING, GO WEST ON INTERSTATE HIGHWAY 64 FOR 3.45 MILES TO STATION
 HZ0232'ON LEFT.
 HZ0232'
 HZ0232'TO REACH AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD ON INTERSTATE
 HZ0232'HIGHWAY 64 FOR 0.45 MILE TO MARK ON RIGHT.
 HZ0232'
 HZ0232'STATION MARK IS LOCATED APPROXIMATELY 110 YARDS WEST OF A 2 STORY
 HZ0232'FARM HOUSE, 90 FEET SOUTHEAST OF THE CENTERLINE OF EAST BOUND LANE,
 HZ0232'17.8 FEET NORTHWEST OF SOUTH RIGHT OF WAY FENCE AND 17.4 FEET
 HZ0232'NORTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND THE
 HZ0232'DISK IS STAMPED I64 T72 1963.
 HZ0232'
 HZ0232'REFERENCE MARK NO.1 IS EAST OF STATION, 107 FEET SOUTHEAST OF THE
 HZ0232'CENTERLINE OF EAST BOUND LANE AND 1 FOOT NORTHWEST OF SOUTH RIGHT OF
 HZ0232'WAY FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T72 NO.1
 HZ0232'1963.
 HZ0232'
 HZ0232'REFERENCE MARK NO.2 IS SOUTHWEST OF STATION, 107 FEET SOUTHEAST OF
 HZ0232'THE CENTERLINE OF EAST BOUND LANE AND 1.2 FEET NORTHWEST OF SOUTH
 HZ0232'RIGHT OF WAY FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64
 HZ0232'T72 NO.2 1963.
 HZ0232'
 HZ0232'AZIMUTH MARK IS ABOUT 0.45 MILE WEST OF STATION, ABOUT 0.1 MILE EAST
 HZ0232'OF OVERPASS, 106 FEET NORTH OF THE CENTERLINE OF WEST BOUND LANE,
 HZ0232'1.8 FEET EAST SOUTHEAST OF METAL WITNESS POST AND SIGN AND 1.5 FEET
 HZ0232'SOUTH OF NORTH RIGHT OF WAY FENCE.  THE MARK IS FLUSH AND THE DISK
 HZ0232'IS STAMPED I64 T72 1963.
 HZ0232'
 HZ0232'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0232'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0232'
 HZ0232'HEIGHT OF LIGHT ABOVE STATION MARK 15.47 METERS.
 HZ0232
 HZ0232                          STATION RECOVERY (1963)
 HZ0232
 HZ0232'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0232'3.4 MI W FROM MOUNT STERLING.
 HZ0232'ABOUT 3.45 MILES WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HZ0232'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HZ0232'MOUNT STERLING, APPROXIMATELY 110 YARDS WEST OF A 2 STORY FARM
 HZ0232'HOUSE, 90 FEET SOUTHEAST OF THE CENTERLINE OF EAST BOUND LANE,
 HZ0232'17.8 FEET NORTHWEST OF SOUTH R/W FENCE AND 17.4 FEET NORTHWEST
 HZ0232'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0232'SURVEY DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND
 HZ0232'STAMPED I-64 T-72 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0230 ***********************************************************************
 HZ0230  DESIGNATION -  I64 T 72 AZ MK
 HZ0230  PID         -  HZ0230
 HZ0230  STATE/COUNTY-  KY/MONTGOMERY
 HZ0230  USGS QUAD   -  SIDEVIEW (1976)
 HZ0230
 HZ0230                         *CURRENT SURVEY CONTROL
 HZ0230  ___________________________________________________________________
 HZ0230* NAD 83(1986)-  38 03 51.     (N)    084 01 09.     (W)     SCALED    
 HZ0230* NAVD 88     -       299.238  (meters)     981.75   (feet)  ADJUSTED  
 HZ0230  ___________________________________________________________________
 HZ0230  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HZ0230  DYNAMIC HT  -         299.020 (meters)     981.03  (feet)  COMP
 HZ0230  MODELED GRAV-     979,892.5   (mgal)                       NAVD 88
 HZ0230
 HZ0230  VERT ORDER  -  SECOND    CLASS 0
 HZ0230
 HZ0230.The horizontal coordinates were scaled from a topographic map and have
 HZ0230.an estimated accuracy of +/- 6 seconds.
 HZ0230
 HZ0230.The orthometric height was determined by differential leveling
 HZ0230.and adjusted by the National Geodetic Survey in June 1991..
 HZ0230
 HZ0230.The geoid height was determined by GEOID03.
 HZ0230
 HZ0230.The dynamic height is computed by dividing the NAVD 88
 HZ0230.geopotential number by the normal gravity value computed on the
 HZ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0230.degrees latitude (g = 980.6199 gals.).
 HZ0230
 HZ0230.The modeled gravity was interpolated from observed gravity values.
 HZ0230
 HZ0230;                    North         East    Units  Estimated Accuracy
 HZ0230;SPC KY1Z     - 1,193,500.    1,651,870.      MT  (+/- 180 meters Scaled)
 HZ0230
 HZ0230                          SUPERSEDED SURVEY CONTROL
 HZ0230
 HZ0230  NGVD 29 (??/??/92)  299.395  (m)          982.27   (f) ADJ UNCH    2 0
 HZ0230
 HZ0230.Superseded values are not recommended for survey control.
 HZ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0230.See file dsdata.txt to determine how the superseded data were derived.
 HZ0230
 HZ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH615171(NAD 83)
 HZ0230_MARKER: DZ = AZIMUTH MARK DISK
 HZ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0230_STAMPING: I-64 T-72 1963
 HZ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0230+STABILITY: SURFACE MOTION
 HZ0230
 HZ0230  HISTORY     - Date     Condition        Report By
 HZ0230  HISTORY     - 1963     MONUMENTED       PAS
 HZ0230
 HZ0230                          STATION DESCRIPTION
 HZ0230
 HZ0230'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0230'3.9 MI W FROM MOUNT STERLING.
 HZ0230'ABOUT 3.9 MILES WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HZ0230'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HZ0230'MOUNT STERLING, ABOUT 0.1 MILE EAST OF AN OVERPASS, 106 FEET NORTH
 HZ0230'OF THE CENTERLINE OF WEST BOUND LANE, 1.8 FEET EAST-SOUTHEAST OF
 HZ0230'METAL WITNESS POST AND SIGN AND 1.5 FEET SOUTH OF NORTH R/W FENCE.
 HZ0230'A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP
 HZ0230'OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 T-72 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0233 ***********************************************************************
 HZ0233  DESIGNATION -  I64 T 72 RM 1
 HZ0233  PID         -  HZ0233
 HZ0233  STATE/COUNTY-  KY/MONTGOMERY
 HZ0233  USGS QUAD   -  SIDEVIEW (1976)
 HZ0233
 HZ0233                         *CURRENT SURVEY CONTROL
 HZ0233  ___________________________________________________________________
 HZ0233* NAD 83(1986)-  38 03 59.     (N)    084 00 41.     (W)     SCALED    
 HZ0233* NAVD 88     -       317.080  (meters)    1040.29   (feet)  ADJUSTED  
 HZ0233  ___________________________________________________________________
 HZ0233  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HZ0233  DYNAMIC HT  -         316.849 (meters)    1039.53  (feet)  COMP
 HZ0233  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 HZ0233
 HZ0233  VERT ORDER  -  SECOND    CLASS 0
 HZ0233
 HZ0233.The horizontal coordinates were scaled from a topographic map and have
 HZ0233.an estimated accuracy of +/- 6 seconds.
 HZ0233
 HZ0233.The orthometric height was determined by differential leveling
 HZ0233.and adjusted by the National Geodetic Survey in June 1991..
 HZ0233
 HZ0233.The geoid height was determined by GEOID03.
 HZ0233
 HZ0233.The dynamic height is computed by dividing the NAVD 88
 HZ0233.geopotential number by the normal gravity value computed on the
 HZ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0233.degrees latitude (g = 980.6199 gals.).
 HZ0233
 HZ0233.The modeled gravity was interpolated from observed gravity values.
 HZ0233
 HZ0233;                    North         East    Units  Estimated Accuracy
 HZ0233;SPC KY1Z     - 1,193,760.    1,652,550.      MT  (+/- 180 meters Scaled)
 HZ0233
 HZ0233                          SUPERSEDED SURVEY CONTROL
 HZ0233
 HZ0233  NGVD 29 (??/??/92)  317.238  (m)         1040.81   (f) ADJ UNCH    2 0
 HZ0233
 HZ0233.Superseded values are not recommended for survey control.
 HZ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0233.See file dsdata.txt to determine how the superseded data were derived.
 HZ0233
 HZ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH621173(NAD 83)
 HZ0233_MARKER: DR = REFERENCE MARK DISK
 HZ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0233_STAMPING: I-64 T-72 NO 1 1963
 HZ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0233+STABILITY: SURFACE MOTION
 HZ0233
 HZ0233  HISTORY     - Date     Condition        Report By
 HZ0233  HISTORY     - 1963     MONUMENTED       PAS
 HZ0233
 HZ0233                          STATION DESCRIPTION
 HZ0233
 HZ0233'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0233'3.4 MI W FROM MOUNT STERLING.
 HZ0233'ABOUT 3.45 MILES WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HZ0233'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HZ0233'MOUNT STERLING, 107 FEET SOUTHEAST OF THE CENTERLINE OF EAST
 HZ0233'BOUND LANE AND 1.2 FEET NORTHWEST OF SOUTH R/W FENCE.  A KENTUCKY
 HZ0233'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE
 HZ0233'POST FLUSH WITH GROUND AND STAMPED I-64 T-72 NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0231 ***********************************************************************
 HZ0231  DESIGNATION -  I64 T 72 RM 2
 HZ0231  PID         -  HZ0231
 HZ0231  STATE/COUNTY-  KY/MONTGOMERY
 HZ0231  USGS QUAD   -  SIDEVIEW (1976)
 HZ0231
 HZ0231                         *CURRENT SURVEY CONTROL
 HZ0231  ___________________________________________________________________
 HZ0231* NAD 83(1986)-  38 03 59.     (N)    084 00 41.     (W)     SCALED    
 HZ0231* NAVD 88     -       317.608  (meters)    1042.02   (feet)  ADJUSTED  
 HZ0231  ___________________________________________________________________
 HZ0231  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HZ0231  DYNAMIC HT  -         317.378 (meters)    1041.26  (feet)  COMP
 HZ0231  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 HZ0231
 HZ0231  VERT ORDER  -  SECOND    CLASS 0
 HZ0231
 HZ0231.The horizontal coordinates were scaled from a topographic map and have
 HZ0231.an estimated accuracy of +/- 6 seconds.
 HZ0231
 HZ0231.The orthometric height was determined by differential leveling
 HZ0231.and adjusted by the National Geodetic Survey in June 1991..
 HZ0231
 HZ0231.The geoid height was determined by GEOID03.
 HZ0231
 HZ0231.The dynamic height is computed by dividing the NAVD 88
 HZ0231.geopotential number by the normal gravity value computed on the
 HZ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0231.degrees latitude (g = 980.6199 gals.).
 HZ0231
 HZ0231.The modeled gravity was interpolated from observed gravity values.
 HZ0231
 HZ0231;                    North         East    Units  Estimated Accuracy
 HZ0231;SPC KY1Z     - 1,193,760.    1,652,550.      MT  (+/- 180 meters Scaled)
 HZ0231
 HZ0231                          SUPERSEDED SURVEY CONTROL
 HZ0231
 HZ0231  NGVD 29 (??/??/92)  317.766  (m)         1042.54   (f) ADJ UNCH    2 0
 HZ0231
 HZ0231.Superseded values are not recommended for survey control.
 HZ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0231.See file dsdata.txt to determine how the superseded data were derived.
 HZ0231
 HZ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH621173(NAD 83)
 HZ0231_MARKER: DR = REFERENCE MARK DISK
 HZ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0231_STAMPING: I-64 T-72 NO 2 1963
 HZ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0231+STABILITY: SURFACE MOTION
 HZ0231
 HZ0231  HISTORY     - Date     Condition        Report By
 HZ0231  HISTORY     - 1963     MONUMENTED       PAS
 HZ0231
 HZ0231                          STATION DESCRIPTION
 HZ0231
 HZ0231'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0231'3.4 MI W FROM MOUNT STERLING.
 HZ0231'ABOUT 3.45 MILES WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HZ0231'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HZ0231'MOUNT STERLING, 107 FEET SOUTHEAST OF THE CENTERLINE OF EAST BOUND
 HZ0231'LANE AND 1.2 FEET NORTHWEST OF SOUTH R/W FENCE.  A KENTUCKY
 HZ0231'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE
 HZ0231'POST FLUSH WITH GROUND AND STAMPED I-64 T-72 NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1799 ***********************************************************************
 HY1799  DESIGNATION -  I64 T 73
 HY1799  PID         -  HY1799
 HY1799  STATE/COUNTY-  KY/MONTGOMERY
 HY1799  USGS QUAD   -  MOUNT STERLING (1979)
 HY1799
 HY1799                         *CURRENT SURVEY CONTROL
 HY1799  ___________________________________________________________________
 HY1799* NAD 83(1993)-  38 04 23.84980(N)    083 59 42.68924(W)     ADJUSTED  
 HY1799* NAVD 88     -       306.567  (meters)    1005.80   (feet)  ADJUSTED  
 HY1799  ___________________________________________________________________
 HY1799  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 HY1799  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HY1799  DYNAMIC HT  -         306.345 (meters)    1005.07  (feet)  COMP
 HY1799  MODELED GRAV-     979,897.3   (mgal)                       NAVD 88
 HY1799
 HY1799  HORZ ORDER  -  SECOND
 HY1799  VERT ORDER  -  SECOND    CLASS 0
 HY1799
 HY1799.The horizontal coordinates were established by classical geodetic methods
 HY1799.and adjusted by the National Geodetic Survey in December 1995..
 HY1799
 HY1799.The orthometric height was determined by differential leveling
 HY1799.and adjusted by the National Geodetic Survey in June 1991..
 HY1799
 HY1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1799
 HY1799.The geoid height was determined by GEOID03.
 HY1799
 HY1799.The dynamic height is computed by dividing the NAVD 88
 HY1799.geopotential number by the normal gravity value computed on the
 HY1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1799.degrees latitude (g = 980.6199 gals.).
 HY1799
 HY1799.The modeled gravity was interpolated from observed gravity values.
 HY1799
 HY1799;                    North         East     Units Scale Factor Converg.
 HY1799;SPC KY1Z     - 1,194,552.839 1,653,952.827   MT  0.99991082   +1 04 38.6
 HY1799;SPC KY1Z     - 3,919,128.77  5,426,343.57   sFT  0.99991082   +1 04 38.6
 HY1799;SPC KY N     -    63,664.270   522,357.818   MT  0.99998558   +0 09 30.6
 HY1799;SPC KY N     -   208,871.86  1,713,768.94   sFT  0.99998558   +0 09 30.6
 HY1799;UTM  17      - 4,218,184.023   237,263.204   MT  1.00045028   -1 50 53.2
 HY1799;UTM  16      - 4,218,211.293   763,580.589   MT  1.00045575   +1 51 14.5
 HY1799
 HY1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1799!SPC KY1Z     -   0.99995707  x   0.99991082  =   0.99986789
 HY1799!SPC KY N     -   0.99995707  x   0.99998558  =   0.99994265
 HY1799!UTM  17      -   0.99995707  x   1.00045028  =   1.00040733
 HY1799!UTM  16      -   0.99995707  x   1.00045575  =   1.00041280
 HY1799
 HY1799|---------------------------------------------------------------------|
 HY1799| PID    Reference Object                     Distance      Geod. Az  |
 HY1799|                                                           dddmmss.s |
 HY1799| HY1800 I64 T 73 RM 1                        14.733 METERS 07431     |
 HY1799| HY1801 I64 T 73 AZ MK                      APPROX. 0.8 KM 0810036.2 |
 HY1799| HY1798 I64 T 73 RM 2                        15.975 METERS 25546     |
 HY1799|---------------------------------------------------------------------|
 HY1799
 HY1799                          SUPERSEDED SURVEY CONTROL
 HY1799
 HY1799  NAD 83(1986)-  38 04 23.85745(N)    083 59 42.69759(W) AD(       ) 2
 HY1799  NAD 27      -  38 04 23.57250(N)    083 59 42.96790(W) AD(       ) 2
 HY1799  NGVD 29 (??/??/92)  306.72   (m)         1006.3    (f) COMPUTED    2 0
 HY1799
 HY1799.Superseded values are not recommended for survey control.
 HY1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1799.See file dsdata.txt to determine how the superseded data were derived.
 HY1799
 HY1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC3726318184(NAD 83)
 HY1799_MARKER: DD = SURVEY DISK
 HY1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1799_STAMPING: I-64 T-73 1963
 HY1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1799+STABILITY: SURFACE MOTION
 HY1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1799+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 HY1799
 HY1799  HISTORY     - Date     Condition        Report By
 HY1799  HISTORY     - 1963     MONUMENTED       KYHD
 HY1799  HISTORY     - 1963     GOOD             PAS
 HY1799  HISTORY     - 20040317 GOOD             KYDT
 HY1799
 HY1799                          STATION DESCRIPTION
 HY1799
 HY1799'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 HY1799'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF MOUNT STERLING, ABOUT
 HY1799'0.15 MILE WEST OF AN OVERPASS AND NEAR THE NORTH RIGHT OF WAY FENCE
 HY1799'OF INTERSTATE HIGHWAY NO.64.
 HY1799'
 HY1799'TO REACH THE STATION FROM THE BRIDGE AT THE U.S. HIGHWAY NO.460 AND
 HY1799'INTERSTATE HIGHWAY NO.64 INTERCHANGE ON THE NORTH SIDE OF MOUNT
 HY1799'STERLING, GO WEST ON INTERSTATE NO.64 FOR 2.05 MILES TO AZIMUTH MARK
 HY1799'ON THE RIGHT, CONTINUE AHEAD ON INTERSTATE 64 FOR 0.45 MILE TO
 HY1799'STATION ON THE RIGHT.
 HY1799'
 HY1799'STATION MARK IS LOCATED ABOUT 188 FEET WEST OF A FENCE CORNER, 104
 HY1799'FEET NORTH OF THE CENTERLINE OF WEST BOUND LANE, 2.0 FEET SOUTHEAST
 HY1799'OF METAL WITNESS POST AND SIGN AND 1.8 FEET SOUTH OF THE NORTH RIGHT
 HY1799'OF WAY FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T73
 HY1799'1963.
 HY1799'
 HY1799'REFERENCE MARK NO.1 IS EAST OF STATION, ABOUT 140 FEET WEST OF A
 HY1799'FENCE CORNER, 105 FEET NORTH OF THE CENTERLINE OF WEST BOUND LANE AND
 HY1799'1 FOOT SOUTH OF NORTH RIGHT OF WAY FENCE.  THE MARK IS FLUSH AND THE
 HY1799'DISK IS STAMPED I64 T73 NO.1 1963.
 HY1799'
 HY1799'REFERENCE MARK NO.2 IS WEST OF STATION, 104 FEET NORTH OF THE
 HY1799'CENTERLINE OF WEST BOUND LANE AND 1.4 FEET SOUTH OF NORTH RIGHT OF
 HY1799'WAY FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T73 NO.2
 HY1799'1963.
 HY1799'
 HY1799'AZIMUTH MARK IS ABOUT 0.45 MILE EAST OF STATION, ABOUT 159 FEET WEST
 HY1799'OF A FENCE CORNER, 104-1/2 FEET NORTH OF THE CENTERLINE OF WEST
 HY1799'BOUND LANE, 1.9 FEET EAST SOUTHEAST OF METAL WITNESS POST AND SIGN
 HY1799'AND 1.6 FEET SOUTH OF NORTH RIGHT OF WAY FENCE.  THE MARK IS FLUSH
 HY1799'AND THE DISK IS STAMPED I64 T73 1963.
 HY1799'
 HY1799'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY1799'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY1799'
 HY1799'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
 HY1799
 HY1799                          STATION RECOVERY (1963)
 HY1799
 HY1799'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1799'2.5 MI W FROM MOUNT STERLING.
 HY1799'2.5 MILES WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HY1799'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HY1799'MOUNT STERLING, ABOUT 0.15 MILE WEST OF AN OVERPASS, ABOUT 188
 HY1799'FEET WEST OF A FENCE CORNER, 104 FEET NORTH OF THE CENTERLINE
 HY1799'OF WEST BOUND LANE, 2 FEET SOUTHEAST OF METAL WINTESS POST AND
 HY1799'SIGN AND 1.8 FEET SOUTH OF NORTH R/W FENCE.  A KENTUCKY DEPARTMENT
 HY1799'OF HIGHWAYS SURVEY DISK SET IN TOP OF CONCRETE POST FLUSH WITH
 HY1799'GROUND AND STAMPED I-64 T-73 1963.
 HY1799
 HY1799                          STATION RECOVERY (2004)
 HY1799
 HY1799'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1799'MARK IS NORTH AND ACROSS INTERSTATE 64 FROM A SMALL BLACK BARN BEHIND
 HY1799'A 1 STORY BRICK HOUSE, ABOUT 2 FEET SOUTHEAST OF A CARSONITE WITNESS
 HY1799'POST AND BURIED 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1801 ***********************************************************************
 HY1801  DESIGNATION -  I64 T 73 AZ MK
 HY1801  PID         -  HY1801
 HY1801  STATE/COUNTY-  KY/MONTGOMERY
 HY1801  USGS QUAD   -  MOUNT STERLING (1979)
 HY1801
 HY1801                         *CURRENT SURVEY CONTROL
 HY1801  ___________________________________________________________________
 HY1801* NAD 83(1993)-  38 04 27.77041(N)    083 59 11.33020(W)     ADJUSTED  
 HY1801* NAVD 88     -       307.827  (meters)    1009.93   (feet)  ADJUSTED  
 HY1801  ___________________________________________________________________
 HY1801  X           -     526,702.754 (meters)                     COMP
 HY1801  Y           -  -4,999,892.975 (meters)                     COMP
 HY1801  Z           -   3,912,116.070 (meters)                     COMP
 HY1801  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 HY1801  ELLIP HEIGHT-         274.94  (meters)          (01/09/97) GPS OBS
 HY1801  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HY1801  DYNAMIC HT  -         307.604 (meters)    1009.20  (feet)  COMP
 HY1801  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 HY1801
 HY1801  HORZ ORDER  -  FIRST
 HY1801  VERT ORDER  -  SECOND    CLASS 0
 HY1801  ELLP ORDER  -  FOURTH    CLASS I
 HY1801
 HY1801.The horizontal coordinates were established by GPS observations
 HY1801.and adjusted by the National Geodetic Survey in January 1997..
 HY1801
 HY1801.The orthometric height was determined by differential leveling
 HY1801.and adjusted by the National Geodetic Survey in June 1991..
 HY1801
 HY1801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY1801
 HY1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1801
 HY1801.The ellipsoidal height was determined by GPS observations
 HY1801.and is referenced to NAD 83.
 HY1801
 HY1801.The geoid height was determined by GEOID03.
 HY1801
 HY1801.The dynamic height is computed by dividing the NAVD 88
 HY1801.geopotential number by the normal gravity value computed on the
 HY1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1801.degrees latitude (g = 980.6199 gals.).
 HY1801
 HY1801.The modeled gravity was interpolated from observed gravity values.
 HY1801
 HY1801;                    North         East     Units Scale Factor Converg.
 HY1801;SPC KY1Z     - 1,194,688.096 1,654,714.672   MT  0.99991089   +1 04 57.8
 HY1801;SPC KY1Z     - 3,919,572.53  5,428,843.05   sFT  0.99991089   +1 04 57.8
 HY1801;SPC KY N     -    63,787.302   523,121.791   MT  0.99998545   +0 09 50.1
 HY1801;SPC KY N     -   209,275.51  1,716,275.41   sFT  0.99998545   +0 09 50.1
 HY1801;UTM  17      - 4,218,280.273   238,031.371   MT  1.00044531   -1 50 33.9
 HY1801;UTM  16      - 4,218,356.945   764,340.946   MT  1.00046069   +1 51 34.1
 HY1801
 HY1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1801!SPC KY1Z     -   0.99995686  x   0.99991089  =   0.99986775
 HY1801!SPC KY N     -   0.99995686  x   0.99998545  =   0.99994231
 HY1801!UTM  17      -   0.99995686  x   1.00044531  =   1.00040215
 HY1801!UTM  16      -   0.99995686  x   1.00046069  =   1.00041753
 HY1801
 HY1801                          SUPERSEDED SURVEY CONTROL
 HY1801
 HY1801  NAVD 88 (01/09/97)  307.83   (m)         1009.9    (f) LEVELING    3  
 HY1801  NGVD 29 (??/??/92)  307.985  (m)         1010.45   (f) ADJ UNCH    2 0
 HY1801
 HY1801.Superseded values are not recommended for survey control.
 HY1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1801.See file dsdata.txt to determine how the superseded data were derived.
 HY1801
 HY1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC3803118280(NAD 83)
 HY1801_MARKER: DZ = AZIMUTH MARK DISK
 HY1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1801_STAMPING: I-64 T-73 1963 AZ MK
 HY1801_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1801+STABILITY: SURFACE MOTION
 HY1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1801+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 HY1801
 HY1801  HISTORY     - Date     Condition        Report By
 HY1801  HISTORY     - 1963     MONUMENTED       KYDT
 HY1801  HISTORY     - 19951001 GOOD             LOWE
 HY1801  HISTORY     - 20011005 GOOD             KYDT
 HY1801  HISTORY     - 20040317 GOOD             KYDT
 HY1801
 HY1801                          STATION DESCRIPTION
 HY1801
 HY1801'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1963
 HY1801'2 MI W FROM MOUNT STERLING.
 HY1801'2.05 MILES WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HY1801'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HY1801'MOUNT STERLING, ABOUT 159 FEET WEST OF A FENCE CORNER, 104 1/2
 HY1801'NORTH OF THE CENTERLINE OF WEST BOUND LANE, 1.9 FEET EAST-SOUTHEAST
 HY1801'OF METAL WITNESS POST AND SIGN AND 1.6 FEET SOUTH OF NORTH
 HY1801'R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK
 HY1801'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED
 HY1801'I-64 T-73 1963.
 HY1801
 HY1801                          STATION RECOVERY (1995)
 HY1801
 HY1801'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 HY1801'RECOVERED AS DESCRIBED.
 HY1801
 HY1801                          STATION RECOVERY (2001)
 HY1801
 HY1801'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (LN)
 HY1801'RECOVERED IN GOOD CONDITION.
 HY1801
 HY1801                          STATION RECOVERY (2004)
 HY1801
 HY1801'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1801'MARK IS ABOUT 300 FEET EAST OF EAST FACE OF 2 STORY LOG HOME, ABOUT 25
 HY1801'FEET WEST OF 24 INCH FORKED TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1800 ***********************************************************************
 HY1800  DESIGNATION -  I64 T 73 RM 1
 HY1800  PID         -  HY1800
 HY1800  STATE/COUNTY-  KY/MONTGOMERY
 HY1800  USGS QUAD   -  MOUNT STERLING (1979)
 HY1800
 HY1800                         *CURRENT SURVEY CONTROL
 HY1800  ___________________________________________________________________
 HY1800* NAD 83(1986)-  38 04 23.     (N)    083 59 42.     (W)     SCALED    
 HY1800* NAVD 88     -       305.794  (meters)    1003.26   (feet)  ADJUSTED  
 HY1800  ___________________________________________________________________
 HY1800  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HY1800  DYNAMIC HT  -         305.573 (meters)    1002.53  (feet)  COMP
 HY1800  MODELED GRAV-     979,897.3   (mgal)                       NAVD 88
 HY1800
 HY1800  VERT ORDER  -  SECOND    CLASS 0
 HY1800
 HY1800.The horizontal coordinates were scaled from a topographic map and have
 HY1800.an estimated accuracy of +/- 6 seconds.
 HY1800
 HY1800.The orthometric height was determined by differential leveling
 HY1800.and adjusted by the National Geodetic Survey in June 1991..
 HY1800
 HY1800.The geoid height was determined by GEOID03.
 HY1800
 HY1800.The dynamic height is computed by dividing the NAVD 88
 HY1800.geopotential number by the normal gravity value computed on the
 HY1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1800.degrees latitude (g = 980.6199 gals.).
 HY1800
 HY1800.The modeled gravity was interpolated from observed gravity values.
 HY1800
 HY1800;                    North         East    Units  Estimated Accuracy
 HY1800;SPC KY1Z     - 1,194,530.    1,653,970.      MT  (+/- 180 meters Scaled)
 HY1800
 HY1800                          SUPERSEDED SURVEY CONTROL
 HY1800
 HY1800  NGVD 29 (??/??/92)  305.952  (m)         1003.78   (f) ADJ UNCH    2 0
 HY1800
 HY1800.Superseded values are not recommended for survey control.
 HY1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1800.See file dsdata.txt to determine how the superseded data were derived.
 HY1800
 HY1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC372181(NAD 83)
 HY1800_MARKER: DR = REFERENCE MARK DISK
 HY1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1800_STAMPING: I-64 T-73 NO 1 1963
 HY1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1800+STABILITY: SURFACE MOTION
 HY1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1800+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 HY1800
 HY1800  HISTORY     - Date     Condition        Report By
 HY1800  HISTORY     - 1963     MONUMENTED       KYHD
 HY1800  HISTORY     - 20040317 GOOD             KYDT
 HY1800
 HY1800                          STATION DESCRIPTION
 HY1800
 HY1800'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 HY1800'2.5 MI W FROM MOUNT STERLING.
 HY1800'2.5 MILES WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HY1800'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HY1800'MOUNT STERLING, ABOUT 0.15 MILE WEST OF AN OVERPASS, ABOUT 140
 HY1800'FEET WEST OF A FENCE CORNER, 105 FEET NORTH OF THE CENTERLINE
 HY1800'OF WEST BOUND LANE, 1 FOOT SOUTH OF NORTH R/W FENCE.  A KENTUCKY
 HY1800'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE
 HY1800'POST FLUSH WITH GROUND AND STAMPED I-64 T-73 NO. 1 1963.
 HY1800
 HY1800                          STATION RECOVERY (2004)
 HY1800
 HY1800'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1800'MARK IS 23 FEET NORTH OF A 14 INCH HACKBERRY TREE AND INLINE WITH TREE
 HY1800'AND EAST CORNER OF 1 STORY BRICK HOUSE SOUTH AND ACROSS INTERSTATE 64.
 HY1800' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1798 ***********************************************************************
 HY1798  DESIGNATION -  I64 T 73 RM 2
 HY1798  PID         -  HY1798
 HY1798  STATE/COUNTY-  KY/MONTGOMERY
 HY1798  USGS QUAD   -  MOUNT STERLING (1979)
 HY1798
 HY1798                         *CURRENT SURVEY CONTROL
 HY1798  ___________________________________________________________________
 HY1798* NAD 83(1986)-  38 04 23.     (N)    083 59 42.     (W)     SCALED    
 HY1798* NAVD 88     -       307.311  (meters)    1008.24   (feet)  ADJUSTED  
 HY1798  ___________________________________________________________________
 HY1798  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HY1798  DYNAMIC HT  -         307.089 (meters)    1007.51  (feet)  COMP
 HY1798  MODELED GRAV-     979,897.3   (mgal)                       NAVD 88
 HY1798
 HY1798  VERT ORDER  -  SECOND    CLASS 0
 HY1798
 HY1798.The horizontal coordinates were scaled from a topographic map and have
 HY1798.an estimated accuracy of +/- 6 seconds.
 HY1798
 HY1798.The orthometric height was determined by differential leveling
 HY1798.and adjusted by the National Geodetic Survey in June 1991..
 HY1798
 HY1798.The geoid height was determined by GEOID03.
 HY1798
 HY1798.The dynamic height is computed by dividing the NAVD 88
 HY1798.geopotential number by the normal gravity value computed on the
 HY1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1798.degrees latitude (g = 980.6199 gals.).
 HY1798
 HY1798.The modeled gravity was interpolated from observed gravity values.
 HY1798
 HY1798;                    North         East    Units  Estimated Accuracy
 HY1798;SPC KY1Z     - 1,194,530.    1,653,970.      MT  (+/- 180 meters Scaled)
 HY1798
 HY1798                          SUPERSEDED SURVEY CONTROL
 HY1798
 HY1798  NGVD 29 (??/??/92)  307.469  (m)         1008.75   (f) ADJ UNCH    2 0
 HY1798
 HY1798.Superseded values are not recommended for survey control.
 HY1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1798.See file dsdata.txt to determine how the superseded data were derived.
 HY1798
 HY1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC372181(NAD 83)
 HY1798_MARKER: DR = REFERENCE MARK DISK
 HY1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1798_STAMPING: I-64 T-73 NO 2 1963
 HY1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1798+STABILITY: SURFACE MOTION
 HY1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1798+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 HY1798
 HY1798  HISTORY     - Date     Condition        Report By
 HY1798  HISTORY     - 1963     MONUMENTED       KYHD
 HY1798  HISTORY     - 20040317 GOOD             KYDT
 HY1798
 HY1798                          STATION DESCRIPTION
 HY1798
 HY1798'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 HY1798'2.5 MI W FROM MOUNT STERLING.
 HY1798'2.5 MILES WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HY1798'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HY1798'MOUNT STERLING, ABOUT 0.15 MILE WEST OF AN OVERPASS, 104 1/2
 HY1798'FEET NORTH OF THE CENTERLINE OF WEST BOUND LANE AND 1.4 FEET
 HY1798'SOUTH OF NORTH R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1798'REFERENCE MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH
 HY1798'GROUND AND STAMPED I-64 T-73 NO. 2 1963.
 HY1798
 HY1798                          STATION RECOVERY (2004)
 HY1798
 HY1798'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1798'MARK IS 13 FEET EAST OF 30 INCH FORKED WILD CHERRY TREE, 1.5 FEET
 HY1798'SOUTHEAST OF A METAL FENCE POST AND BURIED 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1804 ***********************************************************************
 HY1804  DESIGNATION -  I64 T 74
 HY1804  PID         -  HY1804
 HY1804  STATE/COUNTY-  KY/MONTGOMERY
 HY1804  USGS QUAD   -  MOUNT STERLING (1979)
 HY1804
 HY1804                         *CURRENT SURVEY CONTROL
 HY1804  ___________________________________________________________________
 HY1804* NAD 83(1993)-  38 04 31.29809(N)    083 57 23.15602(W)     ADJUSTED  
 HY1804* NAVD 88     -       312.078  (meters)    1023.88   (feet)  ADJUSTED  
 HY1804  ___________________________________________________________________
 HY1804  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 HY1804  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY1804  DYNAMIC HT  -         311.853 (meters)    1023.14  (feet)  COMP
 HY1804  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 HY1804
 HY1804  HORZ ORDER  -  SECOND
 HY1804  VERT ORDER  -  SECOND    CLASS 0
 HY1804
 HY1804.The horizontal coordinates were established by classical geodetic methods
 HY1804.and adjusted by the National Geodetic Survey in December 1995..
 HY1804
 HY1804.The orthometric height was determined by differential leveling
 HY1804.and adjusted by the National Geodetic Survey in June 1991..
 HY1804
 HY1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1804
 HY1804.The geoid height was determined by GEOID03.
 HY1804
 HY1804.The dynamic height is computed by dividing the NAVD 88
 HY1804.geopotential number by the normal gravity value computed on the
 HY1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1804.degrees latitude (g = 980.6199 gals.).
 HY1804
 HY1804.The modeled gravity was interpolated from observed gravity values.
 HY1804
 HY1804;                    North         East     Units Scale Factor Converg.
 HY1804;SPC KY1Z     - 1,194,847.075 1,657,348.424   MT  0.99991095   +1 06 04.2
 HY1804;SPC KY1Z     - 3,920,094.11  5,437,483.95   sFT  0.99991095   +1 06 04.2
 HY1804;SPC KY N     -    63,904.041   525,757.950   MT  0.99998533   +0 10 57.4
 HY1804;SPC KY N     -   209,658.51  1,724,924.21   sFT  0.99998533   +0 10 57.4
 HY1804;UTM  17      - 4,218,304.640   240,671.192   MT  1.00042836   -1 49 27.3
 HY1804;UTM  16      - 4,218,551.725   766,973.770   MT  1.00047792   +1 52 41.0
 HY1804
 HY1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1804!SPC KY1Z     -   0.99995620  x   0.99991095  =   0.99986715
 HY1804!SPC KY N     -   0.99995620  x   0.99998533  =   0.99994153
 HY1804!UTM  17      -   0.99995620  x   1.00042836  =   1.00038454
 HY1804!UTM  16      -   0.99995620  x   1.00047792  =   1.00043409
 HY1804
 HY1804|---------------------------------------------------------------------|
 HY1804| PID    Reference Object                     Distance      Geod. Az  |
 HY1804|                                                           dddmmss.s |
 HY1804| HY1805 I64 T 74 RM 1                        16.698 METERS 07903     |
 HY1804| HY2451 MOUNT STERLING MUNICIPAL TANK       APPROX. 3.0 KM 0995226.8 |
 HY1804| HY1803 I64 T 74 RM 2                        14.721 METERS 23754     |
 HY1804| HY1802 I64 T 74 AZ MK                                     2630112.0 |
 HY1804|---------------------------------------------------------------------|
 HY1804
 HY1804                          SUPERSEDED SURVEY CONTROL
 HY1804
 HY1804  NAD 83(1986)-  38 04 31.30657(N)    083 57 23.16495(W) AD(       ) 2
 HY1804  NAD 27      -  38 04 31.02170(N)    083 57 23.44000(W) AD(       ) 2
 HY1804  NGVD 29 (??/??/92)  312.236  (m)         1024.39   (f) ADJ UNCH    2 0
 HY1804
 HY1804.Superseded values are not recommended for survey control.
 HY1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1804.See file dsdata.txt to determine how the superseded data were derived.
 HY1804
 HY1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4067118305(NAD 83)
 HY1804_MARKER: DD = SURVEY DISK
 HY1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1804_STAMPING: I-64 T-74 1963
 HY1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1804+STABILITY: SURFACE MOTION
 HY1804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY1804+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 HY1804
 HY1804  HISTORY     - Date     Condition        Report By
 HY1804  HISTORY     - 1963     MONUMENTED       PAS
 HY1804  HISTORY     - 1963     GOOD             PAS
 HY1804  HISTORY     - 20040317 GOOD             KYDT
 HY1804
 HY1804                          STATION DESCRIPTION
 HY1804
 HY1804'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HY1804'STATION IS LOCATED ABOUT 1 MILE NORTH OF MOUNT STERLING AND NEAR THE
 HY1804'SOUTH RIGHT OF WAY FENCE OF INTERSTATE HIGHWAY NO.64.
 HY1804'
 HY1804'TO REACH THE STATION FROM THE BRIDGE AT THE U.S. HIGHWAY NO.460 AND
 HY1804'INTERSTATE HIGHWAY NO.64 INTERCHANGE ON THE NORTH SIDE OF MOUNT
 HY1804'STERLING, GO WEST ON INTERSTATE NO 64 FOR 0.4 MILE TO STATION ON
 HY1804'LEFT.
 HY1804'
 HY1804'TO REACH AZIMUTH MARK FROM STATION, CONTINUE WEST ON INTERSTATE 64
 HY1804'FOR 0.6 MILE TO MARK ON LEFT.
 HY1804'
 HY1804'STATION MARK IS LOCATED 96 FEET SOUTH OF THE CENTERLINE OF EAST BOUND
 HY1804'LANE, 12 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE AND 11.8 FEET
 HY1804'NORTH OF METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND THE DISK
 HY1804'IS STAMPED I64 T74 1963.
 HY1804'
 HY1804'REFERENCE MARK NO.1 IS EAST OF STATION, 106-1/2 FEET SOUTH OF THE
 HY1804'CENTERLINE OF EAST BOUND LANE AND 1.4 FEET NORTH OF SOUTH RIGHT OF
 HY1804'WAY FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T74 NO.1
 HY1804'1963.
 HY1804'
 HY1804'REFERENCE MARK NO.2 IS SOUTHWEST OF STATION, 106-1/2 FEET SOUTH OF
 HY1804'THE CENTERLINE OF EAST BOUND LANE AND 1-1/2 FEET NORTH OF THE SOUTH
 HY1804'RIGHT OF WAY FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64
 HY1804'T74 NO.2 1963.
 HY1804'
 HY1804'AZIMUTH MARK IS ABOUT 0.6 MILE WEST OF STATION, 68 FEET SOUTH OF THE
 HY1804'CENTERLINE OF EAST BOUND LANE, 40 FEET NORTH OF THE SOUTH RIGHT OF
 HY1804'WAY FENCE AND 1.4 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.  THE
 HY1804'MARK IS FLUSH AND THE DISK IS STAMPED I64 T74 1963.
 HY1804'
 HY1804'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY1804'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY1804'
 HY1804'HEIGHT OF LIGHT ABOVE STATION MARK 9.76 METERS.
 HY1804
 HY1804                          STATION RECOVERY (1963)
 HY1804
 HY1804'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1804'0.4 MI W FROM MOUNT STERLING.
 HY1804'0.4 MILE WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HY1804'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HY1804'MOUNT STERLING, 96 FEET SOUTH OF THE CENTERLINE OF EAST BOUND
 HY1804'LANE, 12 FEET NORTH OF SOUTH R/W FENCE AND 11.8 FEET NORTH OF
 HY1804'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1804'SURVEY DISK SET IN TOP OF CONCRETE FLUSH WITH GROUND AND
 HY1804'STAMPED I-64 T-74 1963.
 HY1804
 HY1804                          STATION RECOVERY (2004)
 HY1804
 HY1804'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1804'MARK IS 99.1 FEET SOUTHWEST OF WEST END OF GUARD RAIL, 26 FEET
 HY1804'SOUTHEAST OF 12 INCH HACKBERRY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1802 ***********************************************************************
 HY1802  DESIGNATION -  I64 T 74 AZ MK
 HY1802  PID         -  HY1802
 HY1802  STATE/COUNTY-  KY/MONTGOMERY
 HY1802  USGS QUAD   -  MOUNT STERLING (1979)
 HY1802
 HY1802                         *CURRENT SURVEY CONTROL
 HY1802  ___________________________________________________________________
 HY1802* NAD 83(1986)-  38 04 28.     (N)    083 58 01.     (W)     SCALED    
 HY1802* NAVD 88     -       289.936  (meters)     951.23   (feet)  ADJUSTED  
 HY1802  ___________________________________________________________________
 HY1802  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HY1802  DYNAMIC HT  -         289.727 (meters)     950.55  (feet)  COMP
 HY1802  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 HY1802
 HY1802  VERT ORDER  -  SECOND    CLASS 0
 HY1802
 HY1802.The horizontal coordinates were scaled from a topographic map and have
 HY1802.an estimated accuracy of +/- 6 seconds.
 HY1802
 HY1802.The orthometric height was determined by differential leveling
 HY1802.and adjusted by the National Geodetic Survey in June 1991..
 HY1802
 HY1802.The geoid height was determined by GEOID03.
 HY1802
 HY1802.The dynamic height is computed by dividing the NAVD 88
 HY1802.geopotential number by the normal gravity value computed on the
 HY1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1802.degrees latitude (g = 980.6199 gals.).
 HY1802
 HY1802.The modeled gravity was interpolated from observed gravity values.
 HY1802
 HY1802;                    North         East    Units  Estimated Accuracy
 HY1802;SPC KY1Z     - 1,194,730.    1,656,430.      MT  (+/- 180 meters Scaled)
 HY1802
 HY1802                          SUPERSEDED SURVEY CONTROL
 HY1802
 HY1802  NGVD 29 (??/??/92)  290.094  (m)          951.75   (f) ADJ UNCH    2 0
 HY1802
 HY1802.Superseded values are not recommended for survey control.
 HY1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1802.See file dsdata.txt to determine how the superseded data were derived.
 HY1802
 HY1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC397182(NAD 83)
 HY1802_MARKER: DZ = AZIMUTH MARK DISK
 HY1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1802_STAMPING: I-64 T-74 1963
 HY1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1802+STABILITY: SURFACE MOTION
 HY1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1802+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 HY1802
 HY1802  HISTORY     - Date     Condition        Report By
 HY1802  HISTORY     - 1963     MONUMENTED       PAS
 HY1802  HISTORY     - 20040317 GOOD             KYDT
 HY1802
 HY1802                          STATION DESCRIPTION
 HY1802
 HY1802'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1802'1 MI W FROM MOUNT STERLING.
 HY1802'1.0 MILE WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HY1802'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HY1802'MOUNT STERLING, 68 FEET SOUTH OF THE CENTERLINE OF EAST BOUND
 HY1802'LANE, 40 FEET NORTH OF SOUTH R/W FENCE AND 1.4 FEET NORTHWEST
 HY1802'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1802'AZIMUTH MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND
 HY1802'AND STAMPED I-64 T-74 1963.
 HY1802
 HY1802                          STATION RECOVERY (2004)
 HY1802
 HY1802'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1802'MARK IS 30.5 FEET SOUTHEAST OF NORTH LEG OF ATTRACTIONS/FOOD EXIT 110
 HY1802'SIGN, 23.3 FEET SOUTHEAST OF SOUTH LEG OF SIGN, 28 FEET NORTH OF A
 HY1802'CARSONITE WITNESS POST, 0.5 FOOT NORTH OF PORTION OF OLD METAL WITNESS
 HY1802'SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1805 ***********************************************************************
 HY1805  DESIGNATION -  I64 T 74 RM 1
 HY1805  PID         -  HY1805
 HY1805  STATE/COUNTY-  KY/MONTGOMERY
 HY1805  USGS QUAD   -  MOUNT STERLING (1979)
 HY1805
 HY1805                         *CURRENT SURVEY CONTROL
 HY1805  ___________________________________________________________________
 HY1805* NAD 83(1986)-  38 04 31.     (N)    083 57 23.     (W)     SCALED    
 HY1805* NAVD 88     -       311.572  (meters)    1022.22   (feet)  ADJUSTED  
 HY1805  ___________________________________________________________________
 HY1805  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY1805  DYNAMIC HT  -         311.347 (meters)    1021.48  (feet)  COMP
 HY1805  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 HY1805
 HY1805  VERT ORDER  -  SECOND    CLASS 0
 HY1805
 HY1805.The horizontal coordinates were scaled from a topographic map and have
 HY1805.an estimated accuracy of +/- 6 seconds.
 HY1805
 HY1805.The orthometric height was determined by differential leveling
 HY1805.and adjusted by the National Geodetic Survey in June 1991..
 HY1805
 HY1805.The geoid height was determined by GEOID03.
 HY1805
 HY1805.The dynamic height is computed by dividing the NAVD 88
 HY1805.geopotential number by the normal gravity value computed on the
 HY1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1805.degrees latitude (g = 980.6199 gals.).
 HY1805
 HY1805.The modeled gravity was interpolated from observed gravity values.
 HY1805
 HY1805;                    North         East    Units  Estimated Accuracy
 HY1805;SPC KY1Z     - 1,194,840.    1,657,350.      MT  (+/- 180 meters Scaled)
 HY1805
 HY1805                          SUPERSEDED SURVEY CONTROL
 HY1805
 HY1805  NGVD 29 (??/??/92)  311.729  (m)         1022.73   (f) ADJ UNCH    2 0
 HY1805
 HY1805.Superseded values are not recommended for survey control.
 HY1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1805.See file dsdata.txt to determine how the superseded data were derived.
 HY1805
 HY1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC406182(NAD 83)
 HY1805_MARKER: DR = REFERENCE MARK DISK
 HY1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1805_STAMPING: I-64 T-74 NO 1 1963
 HY1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1805+STABILITY: SURFACE MOTION
 HY1805
 HY1805  HISTORY     - Date     Condition        Report By
 HY1805  HISTORY     - 1963     MONUMENTED       PAS
 HY1805  HISTORY     - 20040317 MARK NOT FOUND   KYDT
 HY1805
 HY1805                          STATION DESCRIPTION
 HY1805
 HY1805'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1805'0.4 MI W FROM MOUNT STERLING.
 HY1805'0.4 MILE WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HY1805'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HY1805'MOUNT STERLING, 106 1/2 FEET SOUTH OF THE CENTERLINE OF EAST
 HY1805'BOUND LANE AND 1.4 FEET NORTH OF SOUTH R/W FENCE.  A KENTUCKY
 HY1805'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE
 HY1805'POST FLUSH WITH GROUND AND STAMPED I-64 T-74 NO. 1 1963.
 HY1805
 HY1805                          STATION RECOVERY (2004)
 HY1805
 HY1805'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1803 ***********************************************************************
 HY1803  DESIGNATION -  I64 T 74 RM 2
 HY1803  PID         -  HY1803
 HY1803  STATE/COUNTY-  KY/MONTGOMERY
 HY1803  USGS QUAD   -  MOUNT STERLING (1979)
 HY1803
 HY1803                         *CURRENT SURVEY CONTROL
 HY1803  ___________________________________________________________________
 HY1803* NAD 83(1986)-  38 04 31.     (N)    083 57 23.     (W)     SCALED    
 HY1803* NAVD 88     -       312.382  (meters)    1024.87   (feet)  ADJUSTED  
 HY1803  ___________________________________________________________________
 HY1803  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY1803  DYNAMIC HT  -         312.157 (meters)    1024.14  (feet)  COMP
 HY1803  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 HY1803
 HY1803  VERT ORDER  -  SECOND    CLASS 0
 HY1803
 HY1803.The horizontal coordinates were scaled from a topographic map and have
 HY1803.an estimated accuracy of +/- 6 seconds.
 HY1803
 HY1803.The orthometric height was determined by differential leveling
 HY1803.and adjusted by the National Geodetic Survey in June 1991..
 HY1803
 HY1803.The geoid height was determined by GEOID03.
 HY1803
 HY1803.The dynamic height is computed by dividing the NAVD 88
 HY1803.geopotential number by the normal gravity value computed on the
 HY1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1803.degrees latitude (g = 980.6199 gals.).
 HY1803
 HY1803.The modeled gravity was interpolated from observed gravity values.
 HY1803
 HY1803;                    North         East    Units  Estimated Accuracy
 HY1803;SPC KY1Z     - 1,194,840.    1,657,350.      MT  (+/- 180 meters Scaled)
 HY1803
 HY1803                          SUPERSEDED SURVEY CONTROL
 HY1803
 HY1803  NGVD 29 (??/??/92)  312.540  (m)         1025.39   (f) ADJ UNCH    2 0
 HY1803
 HY1803.Superseded values are not recommended for survey control.
 HY1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1803.See file dsdata.txt to determine how the superseded data were derived.
 HY1803
 HY1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC406182(NAD 83)
 HY1803_MARKER: DR = REFERENCE MARK DISK
 HY1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1803_STAMPING: I-64 T-74 NO 2 1963
 HY1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1803+STABILITY: SURFACE MOTION
 HY1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1803+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 HY1803
 HY1803  HISTORY     - Date     Condition        Report By
 HY1803  HISTORY     - 1963     MONUMENTED       PAS
 HY1803  HISTORY     - 20040317 GOOD             KYDT
 HY1803
 HY1803                          STATION DESCRIPTION
 HY1803
 HY1803'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1803'0.4 MI W FROM MOUNT STERLING.
 HY1803'0.4 MILE WEST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HY1803'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HY1803'MOUNT STERLING, 106 1/2 FEET SOUTH OF THE CENTERLINE OF EAST
 HY1803'BOUND LANE AND 1.5 FEET NORTH OF SOUTH R/W FENCE.  A KENTUCKY
 HY1803'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE
 HY1803'POST FLUSH WITH GROUND AND STAMPED I-64 T-74 NO. 2 1963.
 HY1803
 HY1803                          STATION RECOVERY (2004)
 HY1803
 HY1803'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1808 ***********************************************************************
 HY1808  DESIGNATION -  I64 T 75
 HY1808  PID         -  HY1808
 HY1808  STATE/COUNTY-  KY/MONTGOMERY
 HY1808  USGS QUAD   -  MOUNT STERLING (1979)
 HY1808
 HY1808                         *CURRENT SURVEY CONTROL
 HY1808  ___________________________________________________________________
 HY1808* NAD 83(1993)-  38 05 07.73347(N)    083 55 30.41254(W)     ADJUSTED  
 HY1808* NAVD 88     -       303.893  (meters)     997.02   (feet)  ADJUSTED  
 HY1808  ___________________________________________________________________
 HY1808  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 HY1808  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HY1808  DYNAMIC HT  -         303.674 (meters)     996.30  (feet)  COMP
 HY1808  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 HY1808
 HY1808  HORZ ORDER  -  SECOND
 HY1808  VERT ORDER  -  SECOND    CLASS 0
 HY1808
 HY1808.The horizontal coordinates were established by classical geodetic methods
 HY1808.and adjusted by the National Geodetic Survey in December 1995..
 HY1808
 HY1808.The orthometric height was determined by differential leveling
 HY1808.and adjusted by the National Geodetic Survey in June 1991..
 HY1808
 HY1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1808
 HY1808.The geoid height was determined by GEOID03.
 HY1808
 HY1808.The dynamic height is computed by dividing the NAVD 88
 HY1808.geopotential number by the normal gravity value computed on the
 HY1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1808.degrees latitude (g = 980.6199 gals.).
 HY1808
 HY1808.The modeled gravity was interpolated from observed gravity values.
 HY1808
 HY1808;                    North         East     Units Scale Factor Converg.
 HY1808;SPC KY1Z     - 1,196,023.430 1,660,073.586   MT  0.99991158   +1 07 13.5
 HY1808;SPC KY1Z     - 3,923,953.54  5,446,424.76   sFT  0.99991158   +1 07 13.5
 HY1808;SPC KY N     -    65,036.646   528,501.819   MT  0.99998415   +0 12 07.6
 HY1808;SPC KY N     -   213,374.40  1,733,926.38   sFT  0.99998415   +0 12 07.6
 HY1808;UTM  17      - 4,219,340.899   243,454.255   MT  1.00041067   -1 48 19.1
 HY1808;UTM  16      - 4,219,765.633   769,684.285   MT  1.00049584   +1 53 52.2
 HY1808
 HY1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1808!SPC KY1Z     -   0.99995748  x   0.99991158  =   0.99986906
 HY1808!SPC KY N     -   0.99995748  x   0.99998415  =   0.99994163
 HY1808!UTM  17      -   0.99995748  x   1.00041067  =   1.00036813
 HY1808!UTM  16      -   0.99995748  x   1.00049584  =   1.00045330
 HY1808
 HY1808|---------------------------------------------------------------------|
 HY1808| PID    Reference Object                     Distance      Geod. Az  |
 HY1808|                                                           dddmmss.s |
 HY1808| HY1809 I64 T 75 RM 1                        11.313 METERS 07556     |
 HY1808| HY2451 MOUNT STERLING MUNICIPAL TANK       APPROX. 1.7 KM 1711629.8 |
 HY1808| HY1806 I64 T 75 AZ MK                                     2454454.6 |
 HY1808| HY1807 I64 T 75 RM 2                        16.194 METERS 25343     |
 HY1808|---------------------------------------------------------------------|
 HY1808
 HY1808                          SUPERSEDED SURVEY CONTROL
 HY1808
 HY1808  NAD 83(1986)-  38 05 07.74243(N)    083 55 30.42194(W) AD(       ) 2
 HY1808  NAD 27      -  38 05 07.45890(N)    083 55 30.69820(W) AD(       ) 2
 HY1808  NGVD 29 (??/??/92)  304.05   (m)          997.5    (f) COMPUTED    2 0
 HY1808
 HY1808.Superseded values are not recommended for survey control.
 HY1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1808.See file dsdata.txt to determine how the superseded data were derived.
 HY1808
 HY1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4345419341(NAD 83)
 HY1808_MARKER: DB = BENCH MARK DISK
 HY1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1808_STAMPING: I-64 T-75 1963
 HY1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1808+STABILITY: SURFACE MOTION
 HY1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1808+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 HY1808
 HY1808  HISTORY     - Date     Condition        Report By
 HY1808  HISTORY     - 1963     MONUMENTED       KYHD
 HY1808  HISTORY     - 1963     GOOD             PAS
 HY1808  HISTORY     - 20040317 GOOD             KYDT
 HY1808
 HY1808                          STATION DESCRIPTION
 HY1808
 HY1808'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 HY1808'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF MOUNT STERLING.  IT IS
 HY1808'ON A HIGH BANK NEAR AN OVERPASS AND AT THE NORTH RIGHT OF WAY FENCE
 HY1808'OF INTERSTATE HIGHWAY NO.64.
 HY1808'
 HY1808'TO REACH THE STATION FROM THE BRIDGE AT THE U.S. HIGHWAY NO.460 AND
 HY1808'INTERSTATE HIGHWAY NO.64 INTERCHANGE ON THE NORTH SIDE OF MOUNT
 HY1808'STERLING, GO EAST ON INTERSTATE 64 FOR 0.7 MILE TO A HIGH BANK ON THE
 HY1808'RIGHT AND AZIMUTH MARK ON RIGHT, CONTINUE AHEAD ON INTERSTATE 64 FOR
 HY1808'0.75 MILE TO OVERPASS AND STATION ON LEFT.
 HY1808'
 HY1808'STATION MARK IS LOCATED ABOUT 160 FEET NORTHEAST OF THE NORTH END OF
 HY1808'OVERPASS, ABOUT 106 FEET NORTH OF THE CENTERLINE OF WEST BOUND LANE,
 HY1808'2.0 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN AND 1.3 FEET
 HY1808'SOUTH OF NORTH RIGHT OF WAY FENCE.  THE MARK IS FLUSH AND THE DISK
 HY1808'IS STAMPED I64 T75 1963.
 HY1808'
 HY1808'REFERENCE MARK NO.1 IS EAST OF STATION, ABOUT 106 FEET NORTH OF THE
 HY1808'CENTERLINE OF WEST BOUND LANE AND 1.2 FEET SOUTH OF NORTH RIGHT OF
 HY1808'WAY FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T75 NO.1
 HY1808'1963.
 HY1808'
 HY1808'REFERENCE MARK NO.2 IS WEST OF STATION, ABOUT 106 FEET NORTH OF THE
 HY1808'CENTERLINE OF WEST BOUND LANE, 113 FEET NORTH NORTHEAST OF THE NORTH
 HY1808'END OF OVERPASS, 70 FEET EAST OF THE CENTER OF BLACK TOP COUNTY
 HY1808'ROAD AND 1.4 FEET SOUTHEAST OF NORTH RIGHT OF WAY FENCE.  THE MARK
 HY1808'IS FLUSH AND THE DISK IS STAMPED I64 T75 NO.2 1963.
 HY1808'
 HY1808'AZIMUTH MARK IS ABOUT 0.75 MILE WEST OF STATION, ABOUT 123 FEET SOUTH
 HY1808'OF OF THE CENTERLINE OF EAST BOUND LANE, 99-1/2 FEET EAST OF A FENCE
 HY1808'CORNER, 2.2 FEET NORTHEAST OF METAL WITNESS POST AND SIGN AND 1.3
 HY1808'FEET NORTH OF SOUTH RIGHT OF WAY FENCE.  THE MARK IS FLUSH AND THE
 HY1808'DISK IS I64 T75 1963.
 HY1808'
 HY1808'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY1808'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY1808'
 HY1808'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
 HY1808
 HY1808                          STATION RECOVERY (1963)
 HY1808
 HY1808'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1808'1.4 MI E FROM MOUNT STERLING.
 HY1808'1.45 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HY1808'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF MOUNT
 HY1808'STERLING, ABOUT 160 FEET NORTHEAST OF THE NORTH END OF AN OVERPASS,
 HY1808'106 FEET NORTH OF THE CENTERLINE OF WEST BOUND LANE, 2.0 FEET
 HY1808'SOUTHEAST OF METAL WITNESS POST AND SIGN AND 1.3 FEET SOUTH
 HY1808'OF NORTH R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 HY1808'DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND
 HY1808'STAMPED I-64 T-75 1963.
 HY1808
 HY1808                          STATION RECOVERY (2004)
 HY1808
 HY1808'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1808'MARK IS ABOUT 11 YARDS NORTHWEST OF MIDDLE ONE OF THREE 14 INCH MAPLE
 HY1808'TREES AND ABOUT 10 YARDS NORTHEAST OF WESTERN MOST ONE OF THREE 14
 HY1808'INCH MAPLE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1806 ***********************************************************************
 HY1806  DESIGNATION -  I64 T 75 AZ MK
 HY1806  PID         -  HY1806
 HY1806  STATE/COUNTY-  KY/MONTGOMERY
 HY1806  USGS QUAD   -  MOUNT STERLING (1979)
 HY1806
 HY1806                         *CURRENT SURVEY CONTROL
 HY1806  ___________________________________________________________________
 HY1806* NAD 83(1986)-  38 04 51.     (N)    083 56 17.     (W)     SCALED    
 HY1806* NAVD 88     -       307.260  (meters)    1008.07   (feet)  ADJUSTED  
 HY1806  ___________________________________________________________________
 HY1806  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY1806  DYNAMIC HT  -         307.039 (meters)    1007.34  (feet)  COMP
 HY1806  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 HY1806
 HY1806  VERT ORDER  -  SECOND    CLASS 0
 HY1806
 HY1806.The horizontal coordinates were scaled from a topographic map and have
 HY1806.an estimated accuracy of +/- 6 seconds.
 HY1806
 HY1806.The orthometric height was determined by differential leveling
 HY1806.and adjusted by the National Geodetic Survey in June 1991..
 HY1806
 HY1806.The geoid height was determined by GEOID03.
 HY1806
 HY1806.The dynamic height is computed by dividing the NAVD 88
 HY1806.geopotential number by the normal gravity value computed on the
 HY1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1806.degrees latitude (g = 980.6199 gals.).
 HY1806
 HY1806.The modeled gravity was interpolated from observed gravity values.
 HY1806
 HY1806;                    North         East    Units  Estimated Accuracy
 HY1806;SPC KY1Z     - 1,195,490.    1,658,950.      MT  (+/- 180 meters Scaled)
 HY1806
 HY1806                          SUPERSEDED SURVEY CONTROL
 HY1806
 HY1806  NGVD 29 (??/??/92)  307.418  (m)         1008.59   (f) ADJ UNCH    2 0
 HY1806
 HY1806.Superseded values are not recommended for survey control.
 HY1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1806.See file dsdata.txt to determine how the superseded data were derived.
 HY1806
 HY1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC423188(NAD 83)
 HY1806_MARKER: DZ = AZIMUTH MARK DISK
 HY1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1806_STAMPING: I-64 T-75 1963
 HY1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1806+STABILITY: SURFACE MOTION
 HY1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1806+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 HY1806
 HY1806  HISTORY     - Date     Condition        Report By
 HY1806  HISTORY     - 1963     MONUMENTED       PAS
 HY1806  HISTORY     - 20040317 GOOD             KYDT
 HY1806
 HY1806                          STATION DESCRIPTION
 HY1806
 HY1806'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1806'0.7 MI E FROM MOUNT STERLING.
 HY1806'0.7 MILE EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HY1806'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HY1806'MOUNT STERLING, ON THE TOP OF A HIGH BANK, ABOUT 123 FEET
 HY1806'SOUTH OF THE CENTERLINE OF EAST BOUND LANE, 99 1/2 FEET EAST
 HY1806'OF A FENCE CORNER, 2.2 FEET NORTHEAST OF METAL WITNESS POST
 HY1806'AND SIGN AND 1.3 FEET NORTH OF SOUTH R/W FENCE.  A KENTUCKY
 HY1806'DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF CONCRETE
 HY1806'POST FLUSH WITH GROUND AND STAMPED I-64 T-75 1963.
 HY1806
 HY1806                          STATION RECOVERY (2004)
 HY1806
 HY1806'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1809 ***********************************************************************
 HY1809  DESIGNATION -  I64 T 75 RM 1
 HY1809  PID         -  HY1809
 HY1809  STATE/COUNTY-  KY/MONTGOMERY
 HY1809  USGS QUAD   -  MOUNT STERLING (1979)
 HY1809
 HY1809                         *CURRENT SURVEY CONTROL
 HY1809  ___________________________________________________________________
 HY1809* NAD 83(1986)-  38 05 07.     (N)    083 55 31.     (W)     SCALED    
 HY1809* NAVD 88     -       303.576  (meters)     995.98   (feet)  ADJUSTED  
 HY1809  ___________________________________________________________________
 HY1809  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HY1809  DYNAMIC HT  -         303.358 (meters)     995.27  (feet)  COMP
 HY1809  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 HY1809
 HY1809  VERT ORDER  -  SECOND    CLASS 0
 HY1809
 HY1809.The horizontal coordinates were scaled from a topographic map and have
 HY1809.an estimated accuracy of +/- 6 seconds.
 HY1809
 HY1809.The orthometric height was determined by differential leveling
 HY1809.and adjusted by the National Geodetic Survey in June 1991..
 HY1809
 HY1809.The geoid height was determined by GEOID03.
 HY1809
 HY1809.The dynamic height is computed by dividing the NAVD 88
 HY1809.geopotential number by the normal gravity value computed on the
 HY1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1809.degrees latitude (g = 980.6199 gals.).
 HY1809
 HY1809.The modeled gravity was interpolated from observed gravity values.
 HY1809
 HY1809;                    North         East    Units  Estimated Accuracy
 HY1809;SPC KY1Z     - 1,196,000.    1,660,060.      MT  (+/- 180 meters Scaled)
 HY1809
 HY1809                          SUPERSEDED SURVEY CONTROL
 HY1809
 HY1809  NGVD 29 (??/??/92)  303.734  (m)          996.50   (f) ADJ UNCH    2 0
 HY1809
 HY1809.Superseded values are not recommended for survey control.
 HY1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1809.See file dsdata.txt to determine how the superseded data were derived.
 HY1809
 HY1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC434193(NAD 83)
 HY1809_MARKER: DR = REFERENCE MARK DISK
 HY1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1809_STAMPING: I-64 T-75 NO 1 1963
 HY1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1809+STABILITY: SURFACE MOTION
 HY1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1809+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 HY1809
 HY1809  HISTORY     - Date     Condition        Report By
 HY1809  HISTORY     - 1963     MONUMENTED       PAS
 HY1809  HISTORY     - 20040317 GOOD             KYDT
 HY1809
 HY1809                          STATION DESCRIPTION
 HY1809
 HY1809'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1809'1.4 MI E FROM MOUNT STERLING.
 HY1809'1.45 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HY1809'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HY1809'MOUNT STERLING, ABOUT 200 FEET NORTHEAST OF THE NORTH END OF
 HY1809'AN OVERPASS, 106 FEET NORTH OF THE CENTERLINE OF WEST BOUND
 HY1809'LANE AND 1.2 FEET SOUTH OF NORTH R/W FENCE.  A KENTUCKY DEPARTMENT
 HY1809'OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE POST
 HY1809'FLUSH WITH GROUND AND STAMPED I-64 T-75 NO. 1 1963.
 HY1809
 HY1809                          STATION RECOVERY (2004)
 HY1809
 HY1809'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1809'MARK IS ABOUT 15 YARDS NORTH OF MIDDLE ONE OF THREE 14 INCH MAPLE
 HY1809'TREES AND 9.5 FEET WEST OF WEST FACE EXTENDED OF A 1 STORY BRICK HOUSE
 HY1809'ON NORTH SIDE OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1807 ***********************************************************************
 HY1807  DESIGNATION -  I64 T 75 RM 2
 HY1807  PID         -  HY1807
 HY1807  STATE/COUNTY-  KY/MONTGOMERY
 HY1807  USGS QUAD   -  MOUNT STERLING (1979)
 HY1807
 HY1807                         *CURRENT SURVEY CONTROL
 HY1807  ___________________________________________________________________
 HY1807* NAD 83(1986)-  38 05 07.     (N)    083 55 31.     (W)     SCALED    
 HY1807* NAVD 88     -       304.113  (meters)     997.74   (feet)  ADJUSTED  
 HY1807  ___________________________________________________________________
 HY1807  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HY1807  DYNAMIC HT  -         303.894 (meters)     997.03  (feet)  COMP
 HY1807  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 HY1807
 HY1807  VERT ORDER  -  SECOND    CLASS 0
 HY1807
 HY1807.The horizontal coordinates were scaled from a topographic map and have
 HY1807.an estimated accuracy of +/- 6 seconds.
 HY1807
 HY1807.The orthometric height was determined by differential leveling
 HY1807.and adjusted by the National Geodetic Survey in June 1991..
 HY1807
 HY1807.The geoid height was determined by GEOID03.
 HY1807
 HY1807.The dynamic height is computed by dividing the NAVD 88
 HY1807.geopotential number by the normal gravity value computed on the
 HY1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1807.degrees latitude (g = 980.6199 gals.).
 HY1807
 HY1807.The modeled gravity was interpolated from observed gravity values.
 HY1807
 HY1807;                    North         East    Units  Estimated Accuracy
 HY1807;SPC KY1Z     - 1,196,000.    1,660,060.      MT  (+/- 180 meters Scaled)
 HY1807
 HY1807                          SUPERSEDED SURVEY CONTROL
 HY1807
 HY1807  NGVD 29 (??/??/92)  304.270  (m)          998.26   (f) ADJ UNCH    2 0
 HY1807
 HY1807.Superseded values are not recommended for survey control.
 HY1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1807.See file dsdata.txt to determine how the superseded data were derived.
 HY1807
 HY1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC434193(NAD 83)
 HY1807_MARKER: DR = REFERENCE MARK DISK
 HY1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1807_STAMPING: I-64 T-75 NO 2 1963
 HY1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1807+STABILITY: SURFACE MOTION
 HY1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1807+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 HY1807
 HY1807  HISTORY     - Date     Condition        Report By
 HY1807  HISTORY     - 1963     MONUMENTED       PAS
 HY1807  HISTORY     - 20040317 GOOD             KYDT
 HY1807
 HY1807                          STATION DESCRIPTION
 HY1807
 HY1807'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1807'1.4 MI E FROM MOUNT STERLING.
 HY1807'1.45 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HY1807'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HY1807'MOUNT STERLING, ABOUT 113 FEET NORTH-NORTHEAST OF THE NORTH
 HY1807'END OF AN OVERPASS, 106 FEET NORTH OF THE CENTERLINE OF WEST
 HY1807'BOUND LANE, 70 FEE EAST OF THE CENTER OF BLACK TOP COUNTY ROAD
 HY1807'AND 1.4 FEET SOUTHEAST OF NORTH R/W FENCE.  A KENTUCKY DEPARTMENT
 HY1807'OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE POST
 HY1807'FLUSH WITH GROUND AND STAMPED I-64 T-75 NO. 2 1963.
 HY1807
 HY1807                          STATION RECOVERY (2004)
 HY1807
 HY1807'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1807'MARK IS 4.1 FEET SOUTH OF A GUYED POWER POLE AND 3.4 FEET SOUTHEAST OF
 HY1807'A PULL POST AT BREAK IN R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1812 ***********************************************************************
 HY1812  DESIGNATION -  I64 T 76
 HY1812  PID         -  HY1812
 HY1812  STATE/COUNTY-  KY/MONTGOMERY
 HY1812  USGS QUAD   -  MOUNT STERLING (1979)
 HY1812
 HY1812                         *CURRENT SURVEY CONTROL
 HY1812  ___________________________________________________________________
 HY1812* NAD 83(1993)-  38 05 17.55915(N)    083 53 55.29725(W)     ADJUSTED  
 HY1812* NAVD 88     -       311.357  (meters)    1021.51   (feet)  ADJUSTED  
 HY1812  ___________________________________________________________________
 HY1812  X           -     534,262.485 (meters)                     COMP
 HY1812  Y           -  -4,998,141.422 (meters)                     COMP
 HY1812  Z           -   3,913,326.702 (meters)                     COMP
 HY1812  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 HY1812  ELLIP HEIGHT-         278.55  (meters)          (12/20/95) GPS OBS
 HY1812  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY1812  DYNAMIC HT  -         311.133 (meters)    1020.78  (feet)  COMP
 HY1812  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 HY1812
 HY1812  HORZ ORDER  -  SECOND
 HY1812  VERT ORDER  -  SECOND    CLASS 0
 HY1812  ELLP ORDER  -  FOURTH    CLASS I
 HY1812
 HY1812.The horizontal coordinates were established by classical geodetic methods
 HY1812.and adjusted by the National Geodetic Survey in December 1995..
 HY1812
 HY1812.The orthometric height was determined by differential leveling
 HY1812.and adjusted by the National Geodetic Survey in June 1991..
 HY1812
 HY1812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY1812
 HY1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1812
 HY1812.The ellipsoidal height was determined by GPS observations
 HY1812.and is referenced to NAD 83.
 HY1812
 HY1812.The geoid height was determined by GEOID03.
 HY1812
 HY1812.The dynamic height is computed by dividing the NAVD 88
 HY1812.geopotential number by the normal gravity value computed on the
 HY1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1812.degrees latitude (g = 980.6199 gals.).
 HY1812
 HY1812.The modeled gravity was interpolated from observed gravity values.
 HY1812
 HY1812;                    North         East     Units Scale Factor Converg.
 HY1812;SPC KY1Z     - 1,196,371.944 1,662,384.840   MT  0.99991175   +1 08 11.9
 HY1812;SPC KY1Z     - 3,925,096.95  5,454,007.60   sFT  0.99991175   +1 08 11.9
 HY1812;SPC KY N     -    65,348.101   530,818.529   MT  0.99998383   +0 13 06.7
 HY1812;SPC KY N     -   214,396.23  1,741,527.12   sFT  0.99998383   +0 13 06.7
 HY1812;UTM  17      - 4,219,571.104   245,781.429   MT  1.00039603   -1 47 20.7
 HY1812
 HY1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1812!SPC KY1Z     -   0.99995629  x   0.99991175  =   0.99986805
 HY1812!SPC KY N     -   0.99995629  x   0.99998383  =   0.99994012
 HY1812!UTM  17      -   0.99995629  x   1.00039603  =   1.00035231
 HY1812
 HY1812|---------------------------------------------------------------------|
 HY1812| PID    Reference Object                     Distance      Geod. Az  |
 HY1812|                                                           dddmmss.s |
 HY1812| HY1811 I64 T 76 RM 1                         9.777 METERS 02029     |
 HY1812| HY1813 I64 T 76 RM 2                        10.920 METERS 09749     |
 HY1812| HY2451 MOUNT STERLING MUNICIPAL TANK       APPROX. 2.8 KM 2263957.9 |
 HY1812| HY1810 I64 T 76 AZ MK                                     2660225.7 |
 HY1812|---------------------------------------------------------------------|
 HY1812
 HY1812                          SUPERSEDED SURVEY CONTROL
 HY1812
 HY1812  NAD 83(1986)-  38 05 17.56802(N)    083 53 55.30720(W) AD(       ) 2
 HY1812  NAD 27      -  38 05 17.28420(N)    083 53 55.58830(W) AD(       ) 2
 HY1812  NGVD 29 (??/??/92)  311.51   (m)         1022.0    (f) COMPUTED    2 0
 HY1812
 HY1812.Superseded values are not recommended for survey control.
 HY1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1812.See file dsdata.txt to determine how the superseded data were derived.
 HY1812
 HY1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4578119571(NAD 83)
 HY1812_MARKER: DD = SURVEY DISK
 HY1812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1812_SP_SET: SIDEWALK
 HY1812_STAMPING: I-64 T-76 1963
 HY1812_MARK LOGO: KYHD  
 HY1812_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY1812+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1994
 HY1812
 HY1812  HISTORY     - Date     Condition        Report By
 HY1812  HISTORY     - 1963     MONUMENTED       PAS
 HY1812  HISTORY     - 1963     GOOD             PAS
 HY1812  HISTORY     - 19881214 GOOD             NGS
 HY1812  HISTORY     - 19890404 GOOD
 HY1812  HISTORY     - 19941205 GOOD             WOOLPT
 HY1812  HISTORY     - 20040317 MARK NOT FOUND   KYDT
 HY1812
 HY1812                          STATION DESCRIPTION
 HY1812
 HY1812'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HY1812'STATION IS LOCATED ABOUT 3.25 MILES NORTHEAST OF MOUNT STERLING, AT
 HY1812'THE SOUTH END OF BRIDGE OF THE U.S. HIGHWAY NO.60 AND INTERSTATE
 HY1812'HIGHWAY NO.64 INTERCHANGE.
 HY1812'
 HY1812'TO REACH THE STATION FROM THE BRIDGE OF THE U.S. HIGHWAY NO.460 AND
 HY1812'INTERSTATE HIGHWAY NO.64 INTERCHANGE ON THE NORTH SIDE OF MOUNT
 HY1812'STERLING, GO EAST ON INTERSTATE NO 64 FOR 2.35 MILES TO AZIMUTH MARK
 HY1812'ON THE LEFT, CONTINUE AHEAD ON INTERSTATE 64 FOR 0.5 MILE TO
 HY1812'INTERCHANGE AND STATION AT SOUTH END OF BRIDGE.
 HY1812'
 HY1812'STATION MARK IS LOCATED 15-1/2 FEET WEST OF THE CENTERLINE OF U.S.
 HY1812'HIGHWAY 60 AT SOUTH END OF BRIDGE AND 1 FOOT WEST OF EAST CURB LINE
 HY1812'OF WEST SIDEWALK.  THE DISK IS SET IN DRILL HOLE IN SIDEWALK OF
 HY1812'BRIDGE AND STAMPED I64 T76 1963.
 HY1812'
 HY1812'REFERENCE MARK NO.1 IS NORTH OF STATION, 1.4 FEET WEST OF THE EAST
 HY1812'CURB LINE OF WEST SIDEWALK.  THE DISK IS SET IN DRILL HOLE IN
 HY1812'SIDEWALK AND STAMPED I64 T76 NO 1 1963.
 HY1812'
 HY1812'REFERENCE MARK NO.2 IS EAST OF STATION, AT THE SOUTHEAST CORNER OF
 HY1812'BRIDGE, 20 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 60 AND 1.2
 HY1812'FEET NORTHEAST OF WEST CURB LINE OF EAST SIDEWALK.  THE DISK IS SET
 HY1812'IN DRILL HOLE IN SIDEWALK AND STAMPED I64 T76 NO.2 1963.
 HY1812'
 HY1812'AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF STATION, ABOUT 90 YARDS WEST
 HY1812'SOUTHWEST OF A 1 STORY BRICK HOUSE, 105-1/2 FEET NORTH OF THE
 HY1812'CENTERLINE OF WEST BOUND LANE, 1.8 FEET SOUTHEAST OF METAL WITNESS
 HY1812'POST AND SIGN AND 1.4 FEET SOUTH OF NORTH RIGHT OF WAY FENCE.  THE
 HY1812'MARK IS SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I64
 HY1812'T76 1963.
 HY1812'
 HY1812'STATION, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY DEPARTMENT OF
 HY1812'HIGHWAYS SURVEY DISKS SET AS DESCRIBED.
 HY1812'
 HY1812'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 HY1812
 HY1812                          STATION RECOVERY (1963)
 HY1812
 HY1812'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1812'2.8 MI E FROM MOUNT STERLING.
 HY1812'2.85 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HY1812'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HY1812'MOUNT STERLING, AT THE U.S. HIGHWAY NO. 60 INTERCHANGE, AT SOUTH
 HY1812'END OF BRIDGE AT OVERPASS, 15 1/2 FEET WEST OF THE CENTERLINE
 HY1812'OF U.S. HIGHWAY NO. 60 AND 1 FOOT WEST OF THE EAST CURB LINE
 HY1812'OF WEST SIDEWALK.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 HY1812'DISK SET IN DRILL HOLE IN WEST SIDEWALK AND STAMPED I-64 T-76 1963.
 HY1812
 HY1812                          STATION RECOVERY (1988)
 HY1812
 HY1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HY1812'THE STATION IS LOCATED ABOUT 5.6 KM (3.50 MI) NORTHEAST OF MOUNT
 HY1812'STERLING, ON THE SOUTHERN END OF THE OVERPASS BRIDGE AT EXIT 113 OF
 HY1812'INTERSTATE HIGHWAY 64.  OWNERSHIP--KENTUCKY DEPARTMENT OF
 HY1812'TRANSPORTATION, STATE OFFICE BUILDING, FRANKFORT, KY 40601, PHONE
 HY1812'502-564-4890.
 HY1812'TO REACH THE STATION FROM EXIT 110 ON INTERSTATE HIGHWAY 64, NORTH OF
 HY1812'MOUNT STERLING, DRIVE EAST FOR 4.67 KM (2.90 MI) ON INTERSTATE HIGHWAY
 HY1812'64 TO EXIT 113, US HIGHWAY 60, AND THE STATION ON THE SOUTHWEST END OF
 HY1812'THE OVERPASS BRIDGE.
 HY1812'THE STATION IS A KENTUCKY DEPARTMENT OF HIGHWAYS CGS SURVEY DISK
 HY1812'STAMPED---I-64 T-76 1963---, SET INTO A DRILL HOLE IN THE SIDEWALK AT
 HY1812'THE SOUTHWEST END OF THE BRIDGE.  LOCATED 4.9 M (16.1 FT) WEST OF THE
 HY1812'CENTERLINE OF US HIGHWAY 60, 4.9 M (16.1 FT) NORTH OF FIBERGLASS
 HY1812'WITNESS POST AND 0.3 M (1.0 FT) WEST OF THE CURB.  THE STATION IS
 HY1812'PARTIALLY OBSTRUCTED BY THE METAL GUARDRAIL.  TRAFFIC CONES MAY BE
 HY1812'NEEDED AT TIME OF OBSERVATIONS.
 HY1812'DESCRIBED BY M.J. WELLSLAGER.
 HY1812
 HY1812                          STATION RECOVERY (1989)
 HY1812
 HY1812'RECOVERED 1989
 HY1812'RECOVERED IN GOOD CONDITION.
 HY1812
 HY1812                          STATION RECOVERY (1994)
 HY1812
 HY1812'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1994
 HY1812'RECOVERED IN GOOD CONDITION.
 HY1812
 HY1812                          STATION RECOVERY (2004)
 HY1812
 HY1812'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1812'THIS BRIDGE WAS REBUILT IN 1999, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1810 ***********************************************************************
 HY1810  DESIGNATION -  I64 T 76 AZ MK
 HY1810  PID         -  HY1810
 HY1810  STATE/COUNTY-  KY/MONTGOMERY
 HY1810  USGS QUAD   -  MOUNT STERLING (1979)
 HY1810
 HY1810                         *CURRENT SURVEY CONTROL
 HY1810  ___________________________________________________________________
 HY1810* NAD 83(1986)-  38 05 16.     (N)    083 54 28.     (W)     SCALED    
 HY1810* NAVD 88     -       297.064  (meters)     974.62   (feet)  ADJUSTED  
 HY1810  ___________________________________________________________________
 HY1810  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 HY1810  DYNAMIC HT  -         296.850 (meters)     973.92  (feet)  COMP
 HY1810  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 HY1810
 HY1810  VERT ORDER  -  SECOND    CLASS 0
 HY1810
 HY1810.The horizontal coordinates were scaled from a topographic map and have
 HY1810.an estimated accuracy of +/- 6 seconds.
 HY1810
 HY1810.The orthometric height was determined by differential leveling
 HY1810.and adjusted by the National Geodetic Survey in June 1991..
 HY1810
 HY1810.The geoid height was determined by GEOID03.
 HY1810
 HY1810.The dynamic height is computed by dividing the NAVD 88
 HY1810.geopotential number by the normal gravity value computed on the
 HY1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1810.degrees latitude (g = 980.6199 gals.).
 HY1810
 HY1810.The modeled gravity was interpolated from observed gravity values.
 HY1810
 HY1810;                    North         East    Units  Estimated Accuracy
 HY1810;SPC KY1Z     - 1,196,310.    1,661,590.      MT  (+/- 180 meters Scaled)
 HY1810
 HY1810                          SUPERSEDED SURVEY CONTROL
 HY1810
 HY1810  NGVD 29 (??/??/92)  297.221  (m)          975.13   (f) ADJ UNCH    2 0
 HY1810
 HY1810.Superseded values are not recommended for survey control.
 HY1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1810.See file dsdata.txt to determine how the superseded data were derived.
 HY1810
 HY1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC449195(NAD 83)
 HY1810_MARKER: DZ = AZIMUTH MARK DISK
 HY1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1810_STAMPING: I-64 T-76 1963
 HY1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1810+STABILITY: SURFACE MOTION
 HY1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1810+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 HY1810
 HY1810  HISTORY     - Date     Condition        Report By
 HY1810  HISTORY     - 1963     MONUMENTED       PAS
 HY1810  HISTORY     - 20040317 GOOD             KYDT
 HY1810
 HY1810                          STATION DESCRIPTION
 HY1810
 HY1810'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1810'2.4 MI E FROM MOUNT STERLING.
 HY1810'2.35 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HY1810'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HY1810'MOUNT STERLING, ABOUT 90 YARDS WEST-SOUTHWEST OF A 1 STORY
 HY1810'BRICK HOUSE, 105 1/2 FEET NORTH OF THE CENTERLINE OF WEST BOUND
 HY1810'LANE, 1.8 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN AND 1.4
 HY1810'FEET SOUTH OF NORTH R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1810'AZIMUTH MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND
 HY1810'AND STAMPED I-64 T-76 1963.
 HY1810
 HY1810                          STATION RECOVERY (2004)
 HY1810
 HY1810'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1810'MARK IS AT BASE OF AND ON THE SOUTHEAST SIDE OF A 14 INCH WILD CHERRY
 HY1810'TREE AND AT THE REAR OF YARD OF A 1 STORY CREAM COLORED VINYL SIDED
 HY1810'HOUSE AT 227 WOODLAND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1811 ***********************************************************************
 HY1811  DESIGNATION -  I64 T 76 RM 1
 HY1811  PID         -  HY1811
 HY1811  STATE/COUNTY-  KY/MONTGOMERY
 HY1811  USGS QUAD   -  MOUNT STERLING (1979)
 HY1811
 HY1811                         *CURRENT SURVEY CONTROL
 HY1811  ___________________________________________________________________
 HY1811* NAD 83(1986)-  38 05 17.     (N)    083 53 56.     (W)     SCALED    
 HY1811* NAVD 88     -       311.346  (meters)    1021.47   (feet)  ADJUSTED  
 HY1811  ___________________________________________________________________
 HY1811  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY1811  DYNAMIC HT  -         311.122 (meters)    1020.74  (feet)  COMP
 HY1811  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 HY1811
 HY1811  VERT ORDER  -  SECOND    CLASS 0
 HY1811
 HY1811.The horizontal coordinates were scaled from a topographic map and have
 HY1811.an estimated accuracy of +/- 6 seconds.
 HY1811
 HY1811.The orthometric height was determined by differential leveling
 HY1811.and adjusted by the National Geodetic Survey in June 1991..
 HY1811
 HY1811.The geoid height was determined by GEOID03.
 HY1811
 HY1811.The dynamic height is computed by dividing the NAVD 88
 HY1811.geopotential number by the normal gravity value computed on the
 HY1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1811.degrees latitude (g = 980.6199 gals.).
 HY1811
 HY1811.The modeled gravity was interpolated from observed gravity values.
 HY1811
 HY1811;                    North         East    Units  Estimated Accuracy
 HY1811;SPC KY1Z     - 1,196,350.    1,662,370.      MT  (+/- 180 meters Scaled)
 HY1811
 HY1811                          SUPERSEDED SURVEY CONTROL
 HY1811
 HY1811  NGVD 29 (??/??/92)  311.503  (m)         1021.99   (f) ADJ UNCH    2 0
 HY1811
 HY1811.Superseded values are not recommended for survey control.
 HY1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1811.See file dsdata.txt to determine how the superseded data were derived.
 HY1811
 HY1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC457195(NAD 83)
 HY1811_MARKER: DR = REFERENCE MARK DISK
 HY1811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1811_SP_SET: SIDEWALK
 HY1811_STAMPING: I-64 T-76 NO 1 1963
 HY1811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1811
 HY1811  HISTORY     - Date     Condition        Report By
 HY1811  HISTORY     - 1963     MONUMENTED       PAS
 HY1811  HISTORY     - 20040317 MARK NOT FOUND   KYDT
 HY1811
 HY1811                          STATION DESCRIPTION
 HY1811
 HY1811'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1811'2.8 MI E FROM MOUNT STERLING.
 HY1811'2.85 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE
 HY1811'AT THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF
 HY1811'MOUNT STERLING, AT THE U.S. HIGHWAY NO. 60 INTERCHANGE, NEAR
 HY1811'THE SOUTH END OF BRIDGE AT OVERPASS, 1.4 FEET WEST OF THE EAST
 HY1811'CURB LINE OF WEST SIDEWALK.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1811'REFERENCE MARK DISK SET IN DRILL HOLE IN WEST SIDEWALK OF BRIDGE
 HY1811'AND STAMPED I-64 T-76 NO. 1 1963.
 HY1811
 HY1811                          STATION RECOVERY (2004)
 HY1811
 HY1811'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1811'THIS BRIDGE WAS REBUILT IN 1999, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1813 ***********************************************************************
 HY1813  DESIGNATION -  I64 T 76 RM 2
 HY1813  PID         -  HY1813
 HY1813  STATE/COUNTY-  KY/MONTGOMERY
 HY1813  USGS QUAD   -  MOUNT STERLING (1979)
 HY1813
 HY1813                         *CURRENT SURVEY CONTROL
 HY1813  ___________________________________________________________________
 HY1813* NAD 83(1986)-  38 05 17.     (N)    083 53 56.     (W)     SCALED    
 HY1813* NAVD 88     -       311.372  (meters)    1021.56   (feet)  ADJUSTED  
 HY1813  ___________________________________________________________________
 HY1813  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY1813  DYNAMIC HT  -         311.147 (meters)    1020.82  (feet)  COMP
 HY1813  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 HY1813
 HY1813  VERT ORDER  -  SECOND    CLASS 0
 HY1813
 HY1813.The horizontal coordinates were scaled from a topographic map and have
 HY1813.an estimated accuracy of +/- 6 seconds.
 HY1813
 HY1813.The orthometric height was determined by differential leveling
 HY1813.and adjusted by the National Geodetic Survey in June 1991..
 HY1813
 HY1813.The geoid height was determined by GEOID03.
 HY1813
 HY1813.The dynamic height is computed by dividing the NAVD 88
 HY1813.geopotential number by the normal gravity value computed on the
 HY1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1813.degrees latitude (g = 980.6199 gals.).
 HY1813
 HY1813.The modeled gravity was interpolated from observed gravity values.
 HY1813
 HY1813;                    North         East    Units  Estimated Accuracy
 HY1813;SPC KY1Z     - 1,196,350.    1,662,370.      MT  (+/- 180 meters Scaled)
 HY1813
 HY1813                          SUPERSEDED SURVEY CONTROL
 HY1813
 HY1813  NGVD 29 (??/??/92)  311.529  (m)         1022.07   (f) ADJ UNCH    2 0
 HY1813
 HY1813.Superseded values are not recommended for survey control.
 HY1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1813.See file dsdata.txt to determine how the superseded data were derived.
 HY1813
 HY1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC457195(NAD 83)
 HY1813_MARKER: DR = REFERENCE MARK DISK
 HY1813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1813_SP_SET: SIDEWALK
 HY1813_STAMPING: I-64 T-76 NO 2 1963
 HY1813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1813
 HY1813  HISTORY     - Date     Condition        Report By
 HY1813  HISTORY     - 1963     MONUMENTED       PAS
 HY1813  HISTORY     - 20040317 MARK NOT FOUND   KYDT
 HY1813
 HY1813                          STATION DESCRIPTION
 HY1813
 HY1813'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1813'2.8 MI E FROM MOUNT STERLING.
 HY1813'2.85 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE BRIDGE AT
 HY1813'THE U.S. HIGHWAY NO. 460 INTERCHANGE ON THE NORTH SIDE OF MOUNT
 HY1813'STERLING, AT THE U.S. HIGHWAY NO. 60 INTERCHANGE, AT THE SOUTHEAST
 HY1813'CORNER OF BRIDGE AT OVERPASS, 20 FEET EAST OF THE CENTERLINE
 HY1813'OF U.S. HIGHWAY NO. 60 AND 1.2 FEET NORTHEAST OF THE WEST FACE
 HY1813'OF EAST SIDEWALK.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE
 HY1813'MARK DISK SET IN DRILL HOLE IN EAST SIDEWALK OF BRIDGE AND STAMPED
 HY1813'I-64 T-76 NO. 2 1963.
 HY1813
 HY1813                          STATION RECOVERY (2004)
 HY1813
 HY1813'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1813'THIS BRIDGE WAS REBUILT IN 1999, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1819 ***********************************************************************
 HY1819  DESIGNATION -  I64 T 77
 HY1819  PID         -  HY1819
 HY1819  STATE/COUNTY-  KY/BATH
 HY1819  USGS QUAD   -  PRESTON (1978)
 HY1819
 HY1819                         *CURRENT SURVEY CONTROL
 HY1819  ___________________________________________________________________
 HY1819* NAD 83(1993)-  38 06 15.69642(N)    083 50 37.70867(W)     ADJUSTED  
 HY1819* NAVD 88     -       320.992  (meters)    1053.12   (feet)  ADJUSTED  
 HY1819  ___________________________________________________________________
 HY1819  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 HY1819  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HY1819  DYNAMIC HT  -         320.762 (meters)    1052.37  (feet)  COMP
 HY1819  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 HY1819
 HY1819  HORZ ORDER  -  SECOND
 HY1819  VERT ORDER  -  SECOND    CLASS 0
 HY1819
 HY1819.The horizontal coordinates were established by classical geodetic methods
 HY1819.and adjusted by the National Geodetic Survey in December 1995..
 HY1819
 HY1819.The orthometric height was determined by differential leveling
 HY1819.and adjusted by the National Geodetic Survey in June 1991..
 HY1819
 HY1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1819
 HY1819.The geoid height was determined by GEOID03.
 HY1819
 HY1819.The dynamic height is computed by dividing the NAVD 88
 HY1819.geopotential number by the normal gravity value computed on the
 HY1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1819.degrees latitude (g = 980.6199 gals.).
 HY1819
 HY1819.The modeled gravity was interpolated from observed gravity values.
 HY1819
 HY1819;                    North         East     Units Scale Factor Converg.
 HY1819;SPC KY1Z     - 1,198,260.871 1,667,161.798   MT  0.99991283   +1 10 13.2
 HY1819;SPC KY1Z     - 3,931,294.21  5,469,680.00   sFT  0.99991283   +1 10 13.2
 HY1819;SPC KY N     -    67,160.390   535,625.472   MT  0.99998202   +0 15 09.6
 HY1819;SPC KY N     -   220,342.05  1,757,297.90   sFT  0.99998202   +0 15 09.6
 HY1819;UTM  17      - 4,221,214.499   250,650.861   MT  1.00036582   -1 45 20.9
 HY1819
 HY1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1819!SPC KY1Z     -   0.99995478  x   0.99991283  =   0.99986762
 HY1819!SPC KY N     -   0.99995478  x   0.99998202  =   0.99993680
 HY1819!UTM  17      -   0.99995478  x   1.00036582  =   1.00032059
 HY1819
 HY1819|---------------------------------------------------------------------|
 HY1819| PID    Reference Object                     Distance      Geod. Az  |
 HY1819|                                                           dddmmss.s |
 HY1819| HY1817 I64 T 77 RM 1                        24.089 METERS 03127     |
 HY1819| HY1816 I64 T 77 AZ MK                                     0532909.5 |
 HY1819| HY2451 MOUNT STERLING MUNICIPAL TANK       APPROX. 7.8 KM 2412906.5 |
 HY1819| HY1818 I64 T 77 RM 2                        10.607 METERS 27207     |
 HY1819|---------------------------------------------------------------------|
 HY1819
 HY1819                          SUPERSEDED SURVEY CONTROL
 HY1819
 HY1819  NAD 83(1986)-  38 06 15.70374(N)    083 50 37.71788(W) AD(       ) 2
 HY1819  NAD 27      -  38 06 15.41850(N)    083 50 38.00520(W) AD(       ) 2
 HY1819  NGVD 29 (??/??/92)  321.15   (m)         1053.6    (f) COMPUTED    2 0
 HY1819
 HY1819.Superseded values are not recommended for survey control.
 HY1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1819.See file dsdata.txt to determine how the superseded data were derived.
 HY1819
 HY1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5065121214(NAD 83)
 HY1819_MARKER: DD = SURVEY DISK
 HY1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1819_STAMPING: I-64 T-77 1963
 HY1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1819+STABILITY: SURFACE MOTION
 HY1819
 HY1819  HISTORY     - Date     Condition        Report By
 HY1819  HISTORY     - 1963     MONUMENTED       KYHD
 HY1819  HISTORY     - 1963     GOOD             PAS
 HY1819  HISTORY     - 20040317 MARK NOT FOUND   KYDT
 HY1819
 HY1819                          STATION DESCRIPTION
 HY1819
 HY1819'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 HY1819'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF OWINGSVILLE AND ABOUT 6
 HY1819'1/2 MILES NORTHEAST OF MOUNT STERLING.  IT IS APPROXIMATELY ON THE
 HY1819'HIGHEST POINT OF AN OPEN HILL, ON LAND OWNED BY MR. C.B. STATION.
 HY1819'
 HY1819'TO REACH THE STATION FROM THE BATH COUNTY COURT HOUSE IN OWINGSVILLE,
 HY1819'GO WEST ON U.S. HIGHWAY NO.60 FOR 1.75 MILES TO A T ROAD LEFT, TURN
 HY1819'LEFT AND GO SOUTH ON STEPSTONE ROAD FOR 3.7 MILES TO A DIRT ROAD
 HY1819'RIGHT NEAR TOP OF HILL.  TURN RIGHT AND GO WEST ON DIRT ROAD FOR 0.85
 HY1819'MILE TO A DRIVE RIGHT.  TURN RIGHT AND GO NORTH ON DRIVE FOR 0.15
 HY1819'MILE TO HIGHEST POINT AT 1 STORY FRAME HOUSE AND STATION.
 HY1819'
 HY1819'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON FARM ROAD FOR
 HY1819'0.2 MILE TO MARK ON LEFT.
 HY1819'
 HY1819'STATION MARK IS LOCATED NEAR THE SOUTHEAST CORNER OF YARD, 52-1/2
 HY1819'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 44 FEET WEST
 HY1819'NORTHWEST OF A 20 INCH MAPLE TREE, 24-1/2 FEET WEST OF THE CENTER OF
 HY1819'DRIVE AND 5 1/2 FEET NORTH OF WIRE FENCE.  THE MARK IS FLUSH AND
 HY1819'THE DISK IS STAMPED I64 T77 1963
 HY1819'
 HY1819'REFERENCE MARK NO.1 IS NORTHEAST OF STATION, 60-1/2 FEET EAST
 HY1819'NORTHEAST OF SOUTHEAST CORNER OF HOUSE, 7 FEET EAST OF THE CENTER OF
 HY1819'DRIVE AND 1 FOOT WEST OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK
 HY1819'IS STAMPED I64 T77 NO.1 1963.
 HY1819'
 HY1819'REFERENCE MARK NO.2 IS WEST OF STATION, 52 FEET SOUTH SOUTHWEST OF
 HY1819'THE SOUTHEAST CORNER OF HOUSE, 9 FEET NORTHEAST OF THE NORTHEAST
 HY1819'CORNER OF A SHED, 8-1/2 FEET SOUTHEAST OF A 12 INCH MAPLE TREE AND 1
 HY1819'1/2 FEET NORTH OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HY1819'STAMPED I64 T77 NO.2 1963.
 HY1819'
 HY1819'AZIMUTH MARK IS ABOUT 0.2 MILE NORTHEAST OF STATION, 56-1/2 FEET
 HY1819'SOUTH OF A FENCE CORNER, 27 FEET NORTH OF THE CENTER OF FARM ROAD,
 HY1819'1.7 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN AND 1 FOOT WEST OF
 HY1819'WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T77
 HY1819'1963.
 HY1819'
 HY1819'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY1819'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY1819'
 HY1819'HEIGHT OF LIGHT ABOVE STATION MARK 9.68 METES.
 HY1819
 HY1819                          STATION RECOVERY (1963)
 HY1819
 HY1819'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1819'6.5 MI SW FROM OWINGSVILLE.
 HY1819'1.75 MILES WEST ALONG U.S. HIGHWAY NO. 60 FROM THE BATH COUNTY
 HY1819'COURT HOUSE AT OWINGSVILLE, THENCE ABOUT 3.7 MILES SOUTH ALONG
 HY1819'STEPSTONE ROAD TO A DIRT ROAD RIGHT NEAR TOP OF HILL, THENCE
 HY1819'ABOUT 0.85 MILE WEST ALONG DIRT ROAD, THENCE ABOUT 0.15 MILE
 HY1819'NORTH ALONG DIRT DRIVE, 52 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 HY1819'CORNER OF A 1 STORY FRAME HOUSE, 44 FEET WEST-NORTHWEST OF A
 HY1819'20-INCH MAPLE TREE, 24 1/2 FEET WEST OF THE CENTER OF DRIVE
 HY1819'AND 5 1/2 FEET NORTH OF WIREFENCE.  A KENTUCKY DEPARTMENT OF
 HY1819'HIGHWAYS SURVEY DISK SET IN TOP OF CONCRETE POST FLUSH WITH
 HY1819'GROUND AND STAMPED I-64 T-77 1963.
 HY1819
 HY1819                          STATION RECOVERY (2004)
 HY1819
 HY1819'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1816 ***********************************************************************
 HY1816  DESIGNATION -  I64 T 77 AZ MK
 HY1816  PID         -  HY1816
 HY1816  STATE/COUNTY-  KY/BATH
 HY1816  USGS QUAD   -  PRESTON (1978)
 HY1816
 HY1816                         *CURRENT SURVEY CONTROL
 HY1816  ___________________________________________________________________
 HY1816* NAD 83(1986)-  38 06 21.     (N)    083 50 27.     (W)     SCALED    
 HY1816* NAVD 88     -       319.471  (meters)    1048.13   (feet)  ADJUSTED  
 HY1816  ___________________________________________________________________
 HY1816  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HY1816  DYNAMIC HT  -         319.242 (meters)    1047.38  (feet)  COMP
 HY1816  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 HY1816
 HY1816  VERT ORDER  -  SECOND    CLASS 0
 HY1816
 HY1816.The horizontal coordinates were scaled from a topographic map and have
 HY1816.an estimated accuracy of +/- 6 seconds.
 HY1816
 HY1816.The orthometric height was determined by differential leveling
 HY1816.and adjusted by the National Geodetic Survey in June 1991..
 HY1816
 HY1816.The geoid height was determined by GEOID03.
 HY1816
 HY1816.The dynamic height is computed by dividing the NAVD 88
 HY1816.geopotential number by the normal gravity value computed on the
 HY1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1816.degrees latitude (g = 980.6199 gals.).
 HY1816
 HY1816.The modeled gravity was interpolated from observed gravity values.
 HY1816
 HY1816;                    North         East    Units  Estimated Accuracy
 HY1816;SPC KY1Z     - 1,198,430.    1,667,420.      MT  (+/- 180 meters Scaled)
 HY1816
 HY1816                          SUPERSEDED SURVEY CONTROL
 HY1816
 HY1816  NGVD 29 (??/??/92)  319.628  (m)         1048.65   (f) ADJ UNCH    2 0
 HY1816
 HY1816.Superseded values are not recommended for survey control.
 HY1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1816.See file dsdata.txt to determine how the superseded data were derived.
 HY1816
 HY1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC509213(NAD 83)
 HY1816_MARKER: DZ = AZIMUTH MARK DISK
 HY1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1816_STAMPING: I-64 T-77 1963
 HY1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1816+STABILITY: SURFACE MOTION
 HY1816
 HY1816  HISTORY     - Date     Condition        Report By
 HY1816  HISTORY     - 1963     MONUMENTED       PAS
 HY1816
 HY1816                          STATION DESCRIPTION
 HY1816
 HY1816'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1816'6.3 MI SW FROM OWINGSVILLE.
 HY1816'1.75 MILES WEST ALONG U.S. HIGHWAY NO. 60 FROM THE BATH COUNTY
 HY1816'COURT HOUSE AT OWNINGSVILLE, THENCE ABOUT 3.7 MILES SOUTH ALONG
 HY1816'STEPSTONE ROAD TO A DIRT ROAD RIGHT NEAR TOP OF HILL, THENCE
 HY1816'ABOUT 0.85 MILE WEST ALONG DIRT ROAD, THENCE ABOUT 0.15 MILE
 HY1816'NORTH ALONG DIRT DRIVE TO A 1 STORY FRAME HOUSE ON TOP OF RIDGE,
 HY1816'THENCE ABOUT 0.2 MILE NORTHEAST ALONG A FARM ROAD, 56 1/2
 HY1816'FEET SOUTH OF A FENCE CORNER, 27 FEET NORTH OF THE CENTER OF
 HY1816'FARM ROAD, 1.7 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN
 HY1816'AND 1 FOOT WEST OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF
 HY1816'HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF CONCRETE POST FLUSH
 HY1816'WITH GROUND AND STAMPED I-64 T-77 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1817 ***********************************************************************
 HY1817  DESIGNATION -  I64 T 77 RM 1
 HY1817  PID         -  HY1817
 HY1817  STATE/COUNTY-  KY/BATH
 HY1817  USGS QUAD   -  PRESTON (1978)
 HY1817
 HY1817                         *CURRENT SURVEY CONTROL
 HY1817  ___________________________________________________________________
 HY1817* NAD 83(1986)-  38 06 15.     (N)    083 50 38.     (W)     SCALED    
 HY1817* NAVD 88     -       320.491  (meters)    1051.48   (feet)  ADJUSTED  
 HY1817  ___________________________________________________________________
 HY1817  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HY1817  DYNAMIC HT  -         320.261 (meters)    1050.72  (feet)  COMP
 HY1817  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 HY1817
 HY1817  VERT ORDER  -  SECOND    CLASS 0
 HY1817
 HY1817.The horizontal coordinates were scaled from a topographic map and have
 HY1817.an estimated accuracy of +/- 6 seconds.
 HY1817
 HY1817.The orthometric height was determined by differential leveling
 HY1817.and adjusted by the National Geodetic Survey in June 1991..
 HY1817
 HY1817.The geoid height was determined by GEOID03.
 HY1817
 HY1817.The dynamic height is computed by dividing the NAVD 88
 HY1817.geopotential number by the normal gravity value computed on the
 HY1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1817.degrees latitude (g = 980.6199 gals.).
 HY1817
 HY1817.The modeled gravity was interpolated from observed gravity values.
 HY1817
 HY1817;                    North         East    Units  Estimated Accuracy
 HY1817;SPC KY1Z     - 1,198,240.    1,667,160.      MT  (+/- 180 meters Scaled)
 HY1817
 HY1817                          SUPERSEDED SURVEY CONTROL
 HY1817
 HY1817  NGVD 29 (??/??/92)  320.648  (m)         1051.99   (f) ADJ UNCH    2 0
 HY1817
 HY1817.Superseded values are not recommended for survey control.
 HY1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1817.See file dsdata.txt to determine how the superseded data were derived.
 HY1817
 HY1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC506211(NAD 83)
 HY1817_MARKER: DR = REFERENCE MARK DISK
 HY1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1817_STAMPING: I-64 T-77 NO 1 1963
 HY1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1817+STABILITY: SURFACE MOTION
 HY1817
 HY1817  HISTORY     - Date     Condition        Report By
 HY1817  HISTORY     - 1963     MONUMENTED       PAS
 HY1817  HISTORY     - 20040317 MARK NOT FOUND   KYDT
 HY1817
 HY1817                          STATION DESCRIPTION
 HY1817
 HY1817'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1817'6.5 MI SW FROM OWINGSVILLE.
 HY1817'1.75 MILES WEST ALONG U.S. HIGHWAY NO. 60 FROM THE BATH COUNTY
 HY1817'COURT HOUSE AT OWINGSVILLLE, THENCE ABOUT 3.7 MILES SOUTH ALONG
 HY1817'STEPSTONE ROAD TO A DIRT ROAD RIGHT NEAR TOP OF HILL, THENCE ABOUT
 HY1817'0.85 MILE WEST ALONG DIRT ROAD, THENCE ABOUT 0.15 MILE NORTH
 HY1817'ALONG DIRT DRIVE, 60 1/2 FEET EAST-NORTHEAST OF THE SOUTHEAST
 HY1817'CORNER OF A 1 STORY FRAME HOUSE, 7 FEET EAST OF THE CENTER OF
 HY1817'DRIVE AND 1 FOOT WEST OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF
 HY1817'HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE POST FLUSH
 HY1817'WITH GROUND AND STAMPED I-64 T-77 NO. 1 1963.
 HY1817
 HY1817                          STATION RECOVERY (2004)
 HY1817
 HY1817'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1818 ***********************************************************************
 HY1818  DESIGNATION -  I64 T 77 RM 2
 HY1818  PID         -  HY1818
 HY1818  STATE/COUNTY-  KY/BATH
 HY1818  USGS QUAD   -  PRESTON (1978)
 HY1818
 HY1818                         *CURRENT SURVEY CONTROL
 HY1818  ___________________________________________________________________
 HY1818* NAD 83(1986)-  38 06 15.     (N)    083 50 38.     (W)     SCALED    
 HY1818* NAVD 88     -       321.043  (meters)    1053.29   (feet)  ADJUSTED  
 HY1818  ___________________________________________________________________
 HY1818  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HY1818  DYNAMIC HT  -         320.812 (meters)    1052.53  (feet)  COMP
 HY1818  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 HY1818
 HY1818  VERT ORDER  -  SECOND    CLASS 0
 HY1818
 HY1818.The horizontal coordinates were scaled from a topographic map and have
 HY1818.an estimated accuracy of +/- 6 seconds.
 HY1818
 HY1818.The orthometric height was determined by differential leveling
 HY1818.and adjusted by the National Geodetic Survey in June 1991..
 HY1818
 HY1818.The geoid height was determined by GEOID03.
 HY1818
 HY1818.The dynamic height is computed by dividing the NAVD 88
 HY1818.geopotential number by the normal gravity value computed on the
 HY1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1818.degrees latitude (g = 980.6199 gals.).
 HY1818
 HY1818.The modeled gravity was interpolated from observed gravity values.
 HY1818
 HY1818;                    North         East    Units  Estimated Accuracy
 HY1818;SPC KY1Z     - 1,198,240.    1,667,160.      MT  (+/- 180 meters Scaled)
 HY1818
 HY1818                          SUPERSEDED SURVEY CONTROL
 HY1818
 HY1818  NGVD 29 (??/??/92)  321.200  (m)         1053.80   (f) ADJ UNCH    2 0
 HY1818
 HY1818.Superseded values are not recommended for survey control.
 HY1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1818.See file dsdata.txt to determine how the superseded data were derived.
 HY1818
 HY1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC506211(NAD 83)
 HY1818_MARKER: DR = REFERENCE MARK DISK
 HY1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1818_STAMPING: I-64 T-77 NO 2 1963
 HY1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1818+STABILITY: SURFACE MOTION
 HY1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1818+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 HY1818
 HY1818  HISTORY     - Date     Condition        Report By
 HY1818  HISTORY     - 1963     MONUMENTED       PAS
 HY1818  HISTORY     - 20040317 GOOD             KYDT
 HY1818
 HY1818                          STATION DESCRIPTION
 HY1818
 HY1818'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1818'6.5 MI SW FROM OWINGSVILLE.
 HY1818'1.75 MILES WEST ALONG U.S. HIGHWAY NO. 60 FROM THE BATH COUNTY
 HY1818'COURT HOUSE AT OWNINGSVILLE, THENCE ABOUT 3.7 MILES SOUTH ALONG
 HY1818'STEPSTONE ROAD TO A DIRT ROAD RIGHT NEAR TOP OF HILL, THENCE
 HY1818'ABOUT 0.85 MILE WEST ALONG DIRT ROAD, THENCE ABOUT 0.15 MILE NORTH
 HY1818'ALONG DIRT DRIVE, 52 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 HY1818'CORNER OF 1 STORY FRAME HOUSE, 9 FEET NORTHEAST OF THE NORTHEAST
 HY1818'CORNER OF SHED, 8 1/2 FEET SOUTHEAST OF A 12-INCH MAPLE TREE
 HY1818'AND 1 1/2 FEET NORTH OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF
 HY1818'HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE POST FLUSH
 HY1818'WITH GROUND AND STAMPED I-64 T-77 NO. 2 1963.
 HY1818
 HY1818                          STATION RECOVERY (2004)
 HY1818
 HY1818'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1825 ***********************************************************************
 HY1825  DESIGNATION -  I64 T 78
 HY1825  PID         -  HY1825
 HY1825  STATE/COUNTY-  KY/BATH
 HY1825  USGS QUAD   -  PRESTON (1978)
 HY1825
 HY1825                         *CURRENT SURVEY CONTROL
 HY1825  ___________________________________________________________________
 HY1825* NAD 83(1993)-  38 07 19.52745(N)    083 47 21.46745(W)     ADJUSTED  
 HY1825* NAVD 88     -       299.188  (meters)     981.59   (feet)  ADJUSTED  
 HY1825  ___________________________________________________________________
 HY1825  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 HY1825  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY1825  DYNAMIC HT  -         298.979 (meters)     980.90  (feet)  COMP
 HY1825  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 HY1825
 HY1825  HORZ ORDER  -  SECOND
 HY1825  VERT ORDER  -  SECOND    CLASS 0
 HY1825
 HY1825.The horizontal coordinates were established by classical geodetic methods
 HY1825.and adjusted by the National Geodetic Survey in December 1995..
 HY1825
 HY1825.The orthometric height was determined by differential leveling
 HY1825.and adjusted by the National Geodetic Survey in June 1991..
 HY1825
 HY1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1825
 HY1825.The geoid height was determined by GEOID03.
 HY1825
 HY1825.The dynamic height is computed by dividing the NAVD 88
 HY1825.geopotential number by the normal gravity value computed on the
 HY1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1825.degrees latitude (g = 980.6199 gals.).
 HY1825
 HY1825.The modeled gravity was interpolated from observed gravity values.
 HY1825
 HY1825;                    North         East     Units Scale Factor Converg.
 HY1825;SPC KY1Z     - 1,200,327.405 1,671,900.093   MT  0.99991410   +1 12 13.7
 HY1825;SPC KY1Z     - 3,938,074.16  5,485,225.56   sFT  0.99991410   +1 12 13.7
 HY1825;SPC KY N     -    69,150.927   540,396.571   MT  0.99998012   +0 17 11.7
 HY1825;SPC KY N     -   226,872.67  1,772,951.08   sFT  0.99998012   +0 17 11.7
 HY1825;UTM  17      - 4,223,037.233   255,490.596   MT  1.00033637   -1 43 22.1
 HY1825
 HY1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1825!SPC KY1Z     -   0.99995820  x   0.99991410  =   0.99987230
 HY1825!SPC KY N     -   0.99995820  x   0.99998012  =   0.99993832
 HY1825!UTM  17      -   0.99995820  x   1.00033637  =   1.00029455
 HY1825
 HY1825:                Primary Azimuth Mark                     Grid Az
 HY1825:SPC KY1Z     -  OWINGSVILLE MUNICIPAL TANK               037 38 20.2
 HY1825:SPC KY N     -  OWINGSVILLE MUNICIPAL TANK               038 33 22.2
 HY1825:UTM  17      -  OWINGSVILLE MUNICIPAL TANK               040 33 56.0
 HY1825
 HY1825|---------------------------------------------------------------------|
 HY1825| PID    Reference Object                     Distance      Geod. Az  |
 HY1825|                                                           dddmmss.s |
 HY1825| HY2444 OWINGSVILLE MUNICIPAL TANK          APPROX. 3.5 KM 0385033.9 |
 HY1825| HY2445 OWINGSVILLE CHRISTIAN CH SPIRE      APPROX. 3.4 KM 0411221.3 |
 HY1825| HY2447 OWINGSVILLE BATH CO CTHSE DOME      APPROX. 3.3 KM 0411932.9 |
 HY1825| HY1827 I64 T 78 AZ MK                                     0912853.8 |
 HY1825| HY1826 I64 T 78 RM 1                        17.830 METERS 10903     |
 HY1825| HY1824 I64 T 78 RM 2                        15.379 METERS 19744     |
 HY1825|---------------------------------------------------------------------|
 HY1825
 HY1825                          SUPERSEDED SURVEY CONTROL
 HY1825
 HY1825  NAD 83(1986)-  38 07 19.53364(N)    083 47 21.47545(W) AD(       ) 2
 HY1825  NAD 27      -  38 07 19.24630(N)    083 47 21.76930(W) AD(       ) 2
 HY1825  NGVD 29 (??/??/92)  299.348  (m)          982.11   (f) ADJ UNCH    2 0
 HY1825
 HY1825.Superseded values are not recommended for survey control.
 HY1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1825.See file dsdata.txt to determine how the superseded data were derived.
 HY1825
 HY1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5549123037(NAD 83)
 HY1825_MARKER: DD = SURVEY DISK
 HY1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1825_STAMPING: I-64 T-78 1963
 HY1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1825+STABILITY: SURFACE MOTION
 HY1825
 HY1825  HISTORY     - Date     Condition        Report By
 HY1825  HISTORY     - 1963     MONUMENTED       PAS
 HY1825  HISTORY     - 1963     GOOD             PAS
 HY1825
 HY1825                          STATION DESCRIPTION
 HY1825
 HY1825'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HY1825'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF OWINGSVILLE ON LAND
 HY1825'OWNED BY MR. HUGHES ATKINSON.
 HY1825'
 HY1825'TO REACH THE STATION FROM THE BATH COUNTY COURT HOUSE IN OWINGSVILLE,
 HY1825'GO SOUTH ON STATE HIGHWAY NO.36 FOR 0.8 MILE TO A SIDE ROAD RIGHT.
 HY1825'TURN RIGHT AND GO SOUTHWEST ON BLACK TOP ROAD FOR 0.9 MILE TO GRAVEL
 HY1825'ROAD RIGHT.  TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 0.85 MILE TO
 HY1825'MR. ATKINSONS RESIDENCE.  CONTINUE SOUTHWEST ON FARM ROAD FOR 0.35
 HY1825'MILE TO STATION NEAR HIGHEST POINT AT FENCE CORNER.
 HY1825'
 HY1825'TO REACH AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO SOUTHEAST FOR
 HY1825'0.1 MILE TO A SMALL SHED NEAR A LARGE TOBACCO BARN AND MARK.
 HY1825'
 HY1825'STATION MARK IS LOCATED 13 FEET EAST OF THE CENTER OF FARM ROAD, 2.0
 HY1825'FEET NORTHWEST OF METAL WITNESS POST AND SIGN AND 1.4 FEET NORTH OF
 HY1825'FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T78
 HY1825'1963.
 HY1825'
 HY1825'REFERENCE MARK NO.1 IS EAST OF STATION, 58 FEET EAST OF FENCE CORNER
 HY1825'AND 1 FOOT NORTH OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HY1825'STAMPED I64 T78 NO.1 1963.
 HY1825'
 HY1825'REFERENCE MARK NO.2 IS SOUTH OF STATION, 49 FEET SOUTH OF FENCE
 HY1825'CORNER, 24 FEET EAST OF THE CENTER OF FARM ROAD AND 1.4 FEET WEST OF
 HY1825'WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T78 NO.2
 HY1825'1963.
 HY1825'
 HY1825'AZIMUTH MARK IS ABOUT 0.35 MILE EAST OF STATION, 120 FEET EAST OF THE
 HY1825'SOUTHEAST CORNER OF A BARN, 3 FEET SOUTH OF THE SOUTHWEST CORNER OF
 HY1825'SHED, 2.0 FEET NORTHWEST OF METAL WITNESS POST AND SIGN AND 1.3
 HY1825'FEET WEST OF BOARD FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HY1825'STAMPED I64 T78 1963.
 HY1825'
 HY1825'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY1825'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY1825'
 HY1825'HEIGHT OF LIGHT ABOVE STATION MARK 1.62 METERS.
 HY1825
 HY1825                          STATION RECOVERY (1963)
 HY1825
 HY1825'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1825'2.9 MI SW FROM OWINGSVILLE.
 HY1825'0.8 MILE SOUTH ALONG STATE HIGHWAY NO. 36 FROM THE BATH COUNTY
 HY1825'COURT HOUSE AT OWINGSVILLE, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG
 HY1825'A BLACK TOP ROAD, THENCE ABOUT 0.85 MILE WEST ALONG GRAVEL ROAD
 HY1825'TO MR. HUGHES ATKINSONS RESIDENCE, THENCE ABOUT 0.35 MILE SOUTHWEST
 HY1825'ALONG FARM ROAD, 13 FEET EAST OF THE CENTER OF FARM ROAD, 2 FEET
 HY1825'NORTHWEST OF METAL WITNESS POST AND SIGN AND 1.4 FEET NORTH OF
 HY1825'FENCE CORNER.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET
 HY1825'IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 T-78 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1827 ***********************************************************************
 HY1827  DESIGNATION -  I64 T 78 AZ MK
 HY1827  PID         -  HY1827
 HY1827  STATE/COUNTY-  KY/BATH
 HY1827  USGS QUAD   -  PRESTON (1978)
 HY1827
 HY1827                         *CURRENT SURVEY CONTROL
 HY1827  ___________________________________________________________________
 HY1827* NAD 83(1986)-  38 07 18.     (N)    083 46 58.     (W)     SCALED    
 HY1827* NAVD 88     -       294.908  (meters)     967.54   (feet)  ADJUSTED  
 HY1827  ___________________________________________________________________
 HY1827  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HY1827  DYNAMIC HT  -         294.702 (meters)     966.87  (feet)  COMP
 HY1827  MODELED GRAV-     979,923.7   (mgal)                       NAVD 88
 HY1827
 HY1827  VERT ORDER  -  SECOND    CLASS 0
 HY1827
 HY1827.The horizontal coordinates were scaled from a topographic map and have
 HY1827.an estimated accuracy of +/- 6 seconds.
 HY1827
 HY1827.The orthometric height was determined by differential leveling
 HY1827.and adjusted by the National Geodetic Survey in June 1991..
 HY1827
 HY1827.The geoid height was determined by GEOID03.
 HY1827
 HY1827.The dynamic height is computed by dividing the NAVD 88
 HY1827.geopotential number by the normal gravity value computed on the
 HY1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1827.degrees latitude (g = 980.6199 gals.).
 HY1827
 HY1827.The modeled gravity was interpolated from observed gravity values.
 HY1827
 HY1827;                    North         East    Units  Estimated Accuracy
 HY1827;SPC KY1Z     - 1,200,290.    1,672,470.      MT  (+/- 180 meters Scaled)
 HY1827
 HY1827                          SUPERSEDED SURVEY CONTROL
 HY1827
 HY1827  NGVD 29 (??/??/92)  295.069  (m)          968.07   (f) ADJ UNCH    2 0
 HY1827
 HY1827.Superseded values are not recommended for survey control.
 HY1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1827.See file dsdata.txt to determine how the superseded data were derived.
 HY1827
 HY1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC560229(NAD 83)
 HY1827_MARKER: DZ = AZIMUTH MARK DISK
 HY1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1827_STAMPING: I-64 T-78 1963
 HY1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1827+STABILITY: SURFACE MOTION
 HY1827
 HY1827  HISTORY     - Date     Condition        Report By
 HY1827  HISTORY     - 1963     MONUMENTED       KYHD
 HY1827
 HY1827                          STATION DESCRIPTION
 HY1827
 HY1827'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 HY1827'2.6 MI SW FROM OWINGSVILLE.
 HY1827'0.8 MILE SOUTH ALONG STATE HIGHWAY NO. 36 FROM THE BATH COUNTY
 HY1827'COURT HOUSE AT OWINGSVILLE, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG
 HY1827'A BLACK TOP ROAD, THENCE ABOUT 0.85 MILE WEST ALONG A GRAVEL ROAD
 HY1827'TO MR. HUGHES ATKINSONS RESIDENCE, THENCE ABOUT 0.1 MILE SOUTHEAST
 HY1827'TO A SHED NEAR A LARGE BARN, 120 FEET EAST OF THE SOUTHEAST
 HY1827'CORNER OF BARN, 3 FEET SOUTH OF THE SOUTHWEST CORNER OF SHED,
 HY1827'2 FEET NORTHWEST OF METAL WITNESS POST AND SIGN AND 1.3 FEET WEST
 HY1827'OF BOARD FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK
 HY1827'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64
 HY1827'T-78 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1826 ***********************************************************************
 HY1826  DESIGNATION -  I64 T 78 RM 1
 HY1826  PID         -  HY1826
 HY1826  STATE/COUNTY-  KY/BATH
 HY1826  USGS QUAD   -  PRESTON (1978)
 HY1826
 HY1826                         *CURRENT SURVEY CONTROL
 HY1826  ___________________________________________________________________
 HY1826* NAD 83(1986)-  38 07 19.     (N)    083 47 22.     (W)     SCALED    
 HY1826* NAVD 88     -       298.767  (meters)     980.20   (feet)  ADJUSTED  
 HY1826  ___________________________________________________________________
 HY1826  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY1826  DYNAMIC HT  -         298.559 (meters)     979.52  (feet)  COMP
 HY1826  MODELED GRAV-     979,922.7   (mgal)                       NAVD 88
 HY1826
 HY1826  VERT ORDER  -  SECOND    CLASS 0
 HY1826
 HY1826.The horizontal coordinates were scaled from a topographic map and have
 HY1826.an estimated accuracy of +/- 6 seconds.
 HY1826
 HY1826.The orthometric height was determined by differential leveling
 HY1826.and adjusted by the National Geodetic Survey in June 1991..
 HY1826
 HY1826.The geoid height was determined by GEOID03.
 HY1826
 HY1826.The dynamic height is computed by dividing the NAVD 88
 HY1826.geopotential number by the normal gravity value computed on the
 HY1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1826.degrees latitude (g = 980.6199 gals.).
 HY1826
 HY1826.The modeled gravity was interpolated from observed gravity values.
 HY1826
 HY1826;                    North         East    Units  Estimated Accuracy
 HY1826;SPC KY1Z     - 1,200,310.    1,671,890.      MT  (+/- 180 meters Scaled)
 HY1826
 HY1826                          SUPERSEDED SURVEY CONTROL
 HY1826
 HY1826  NGVD 29 (??/??/92)  298.928  (m)          980.73   (f) ADJ UNCH    2 0
 HY1826
 HY1826.Superseded values are not recommended for survey control.
 HY1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1826.See file dsdata.txt to determine how the superseded data were derived.
 HY1826
 HY1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC554230(NAD 83)
 HY1826_MARKER: DR = REFERENCE MARK DISK
 HY1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1826_STAMPING: I-64 T-78 NO 1 1963
 HY1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1826+STABILITY: SURFACE MOTION
 HY1826
 HY1826  HISTORY     - Date     Condition        Report By
 HY1826  HISTORY     - 1963     MONUMENTED       PAS
 HY1826
 HY1826                          STATION DESCRIPTION
 HY1826
 HY1826'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1826'2.9 MI SW FROM OWINGSVILLE.
 HY1826'0.8 MILE SOUTH ALONG STATE HIGHWAY NO. 36 FROM THE BATH COUNTY
 HY1826'COURT HOUSE AT OWINGSVILLE, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG
 HY1826'A BLACK TOP ROAD, THENCE ABOUT 0.85 MILE WEST ALONG A GRAVEL ROAD
 HY1826'TO MR. HUGHES ATKINSONS RESIDENCE, THENCE ABOUT 0.35 MILE SOUTHWEST
 HY1826'ALONG FARM ROAD, 58 FEET EAST OF FENCE CORNER AND 1 FOOT NORTH OF
 HY1826'WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK
 HY1826'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64
 HY1826'T-78 NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1824 ***********************************************************************
 HY1824  DESIGNATION -  I64 T 78 RM 2
 HY1824  PID         -  HY1824
 HY1824  STATE/COUNTY-  KY/BATH
 HY1824  USGS QUAD   -  PRESTON (1978)
 HY1824
 HY1824                         *CURRENT SURVEY CONTROL
 HY1824  ___________________________________________________________________
 HY1824* NAD 83(1986)-  38 07 19.     (N)    083 47 22.     (W)     SCALED    
 HY1824* NAVD 88     -       298.976  (meters)     980.89   (feet)  ADJUSTED  
 HY1824  ___________________________________________________________________
 HY1824  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY1824  DYNAMIC HT  -         298.768 (meters)     980.21  (feet)  COMP
 HY1824  MODELED GRAV-     979,922.7   (mgal)                       NAVD 88
 HY1824
 HY1824  VERT ORDER  -  SECOND    CLASS 0
 HY1824
 HY1824.The horizontal coordinates were scaled from a topographic map and have
 HY1824.an estimated accuracy of +/- 6 seconds.
 HY1824
 HY1824.The orthometric height was determined by differential leveling
 HY1824.and adjusted by the National Geodetic Survey in June 1991..
 HY1824
 HY1824.The geoid height was determined by GEOID03.
 HY1824
 HY1824.The dynamic height is computed by dividing the NAVD 88
 HY1824.geopotential number by the normal gravity value computed on the
 HY1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1824.degrees latitude (g = 980.6199 gals.).
 HY1824
 HY1824.The modeled gravity was interpolated from observed gravity values.
 HY1824
 HY1824;                    North         East    Units  Estimated Accuracy
 HY1824;SPC KY1Z     - 1,200,310.    1,671,890.      MT  (+/- 180 meters Scaled)
 HY1824
 HY1824                          SUPERSEDED SURVEY CONTROL
 HY1824
 HY1824  NGVD 29 (??/??/92)  299.14   (m)          981.4    (f) COMPUTED    2 0
 HY1824
 HY1824.Superseded values are not recommended for survey control.
 HY1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1824.See file dsdata.txt to determine how the superseded data were derived.
 HY1824
 HY1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC554230(NAD 83)
 HY1824_MARKER: DR = REFERENCE MARK DISK
 HY1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1824_STAMPING: I-64 T-78 NO 2 1963
 HY1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1824+STABILITY: SURFACE MOTION
 HY1824
 HY1824  HISTORY     - Date     Condition        Report By
 HY1824  HISTORY     - 1963     MONUMENTED       PAS
 HY1824
 HY1824                          STATION DESCRIPTION
 HY1824
 HY1824'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1824'2.9 MI SW FROM OWINGSVILLE.
 HY1824'0.8 MILE SOUTH ALONG STATE HIGHWAY NO. 36 FROM THE BATH COUNTY
 HY1824'COURT HOUSE AT OWINGSVILLE, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG
 HY1824'A BLACK TOP ROAD, THENCE ABOUT 0.85 MILE WEST ALONG A GRAVEL ROAD
 HY1824'TO MR. HUGHES ATKINSONS RESIDENCE, THENCE ABOUT 0.35 MILE SOUTHWEST
 HY1824'ALONG FARM ROAD, 49 FEET SOUTH OF FENCE CORNER, 24 FEET EAST OF THE
 HY1824'CENTER OF FARM ROAD AND 1.4 FEET WEST OF WIRE FENCE.  A KENTUCKY
 HY1824'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE
 HY1824'POST FLUSH WITH GROUND AND STAMPED I-64 T-78 NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2436 ***********************************************************************
 HY2436  DESIGNATION -  I64 T 79
 HY2436  PID         -  HY2436
 HY2436  STATE/COUNTY-  KY/BATH
 HY2436  USGS QUAD   -  COLFAX (1975)
 HY2436
 HY2436                         *CURRENT SURVEY CONTROL
 HY2436  ___________________________________________________________________
 HY2436* NAD 83(1993)-  38 09 06.86341(N)    083 44 48.10867(W)     ADJUSTED  
 HY2436* NAVD 88     -       296.4    (meters)     972.     (feet)  VERTCON   
 HY2436  ___________________________________________________________________
 HY2436  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 HY2436  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HY2436
 HY2436  HORZ ORDER  -  SECOND
 HY2436
 HY2436.The horizontal coordinates were established by classical geodetic methods
 HY2436.and adjusted by the National Geodetic Survey in December 1995..
 HY2436
 HY2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2436
 HY2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2436
 HY2436.The geoid height was determined by GEOID03.
 HY2436
 HY2436;                    North         East     Units Scale Factor Converg.
 HY2436;SPC KY1Z     - 1,203,715.181 1,675,563.319   MT  0.99991646   +1 13 47.8
 HY2436;SPC KY1Z     - 3,949,188.89  5,497,243.99   sFT  0.99991646   +1 13 47.8
 HY2436;SPC KY N     -    72,479.852   544,113.783   MT  0.99997714   +0 18 47.1
 HY2436;SPC KY N     -   237,794.31  1,785,146.64   sFT  0.99997714   +0 18 47.1
 HY2436;UTM  17      - 4,226,234.838   259,323.608   MT  1.00031346   -1 41 51.3
 HY2436
 HY2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2436!SPC KY1Z     -   0.99995863  x   0.99991646  =   0.99987509
 HY2436!SPC KY N     -   0.99995863  x   0.99997714  =   0.99993577
 HY2436!UTM  17      -   0.99995863  x   1.00031346  =   1.00027208
 HY2436
 HY2436:                Primary Azimuth Mark                     Grid Az
 HY2436:SPC KY1Z     -  I64 T 79 AZ MK                           042 14 27.6
 HY2436:SPC KY N     -  I64 T 79 AZ MK                           043 09 28.3
 HY2436:UTM  17      -  I64 T 79 AZ MK                           045 10 06.7
 HY2436
 HY2436|---------------------------------------------------------------------|
 HY2436| PID    Reference Object                     Distance      Geod. Az  |
 HY2436|                                                           dddmmss.s |
 HY2436| DC2331 I64 T 79 AZ MK                                     0432815.4 |
 HY2436| DC2332 I64 T 79 RM 1                        12.503 METERS 20656     |
 HY2436| DC2333 I64 T 79 RM 2                        13.264 METERS 31212     |
 HY2436|---------------------------------------------------------------------|
 HY2436
 HY2436                          SUPERSEDED SURVEY CONTROL
 HY2436
 HY2436  NAD 83(1986)-  38 09 06.86945(N)    083 44 48.11525(W) AD(       ) 2
 HY2436  NAD 27      -  38 09 06.58280(N)    083 44 48.40540(W) AD(       ) 2
 HY2436  NGVD 29 (07/19/86)  296.6    (m)          973.     (f) VERT ANG       
 HY2436
 HY2436.Superseded values are not recommended for survey control.
 HY2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2436.See file dsdata.txt to determine how the superseded data were derived.
 HY2436
 HY2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5932426235(NAD 83)
 HY2436_MARKER: DD = SURVEY DISK
 HY2436_SETTING: 0 = UNSPECIFIED SETTING
 HY2436
 HY2436  HISTORY     - Date     Condition        Report By
 HY2436  HISTORY     - 1963     MONUMENTED       PAS
 HY2436
 HY2436                          STATION DESCRIPTION
 HY2436
 HY2436'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HY2436'STATION IS LOCATED ABOUT 1 MILE EAST OF OWINGSVILLE ON LAND OWNED BY
 HY2436'MR. ASHBY ROBERTS.
 HY2436'
 HY2436'TO REACH THE STATION FROM THE BATH COUNTY COURT HOUSE IN OWINGSVILLE,
 HY2436'GO EAST ON U.S. HIGHWAY NO.60 FOR 0.8 MILE TO JUNCTION OF STATE
 HY2436'HIGHWAY NO.111.  TURN LEFT AND GO NORTHEAST ON STATE HIGHWAY 111 FOR
 HY2436'0.4 MILE TO A DRIVE RIGHT.  TURN RIGHT AND GO EAST FOR 0.05 MILE TO
 HY2436'A LARGE BARN ON HIGHEST POINT.
 HY2436'
 HY2436'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHEAST ON HIGHWAY
 HY2436'111 FOR 0.3 MILE TO MARK ON LEFT.
 HY2436'
 HY2436'STATION MARK IS LOCATED 13 FEET EAST OF A CONCRETE CISTERN, 7 FEET
 HY2436'NORTH OF GATE POST, 5 FEET SOUTH OF SOUTHWEST CORNER OF BARN, 1.6
 HY2436'FEET NORTH OF METAL WITNESS POST AND SIGN, 1.6 FEET EAST OF ROCK WALL
 HY2436'AND 1 FOOT WEST OF BOARD FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HY2436'STAMPED I64 T79 1963.
 HY2436'
 HY2436'REFERENCE MARK NO.1 IS SOUTHWEST OF STATION 28 FEET SOUTHWEST OF GATE
 HY2436'POST, 26 FEET SOUTHEAST OF THE CENTER OF DRIVE AND 1 FOOT NORTHWEST
 HY2436'OF WIRE FENCE THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T79 NO.1
 HY2436'1963.
 HY2436'
 HY2436'REFERENCE MARK NO.2 IS NORTHWEST OF STATION, 34 FEET NORTHWEST OF
 HY2436'CONCRETE CISTERN, 2.4 FEET WEST OF NORTHWEST CORNER OF BARN AND 2.4
 HY2436'FEET SOUTHEAST OF BOARD FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 HY2436'DISK IS STAMPED I64 T79 NO.2 1963.
 HY2436'
 HY2436'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF STATION, 18 FEET
 HY2436'NORTHWEST OF THE CENTER OF HIGHWAY, 5 FEET SOUTHWEST OF TELEPHONE
 HY2436'POLE 17, 4 FEET SOUTHWEST OF FENCE CORNER, 1.6 FEET EAST OF METAL
 HY2436'WITNESS POST AND SIGN AND 1 FOOT SOUTHEAST OF WIRE FENCE.  THE
 HY2436'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I64 T79 1963.
 HY2436'
 HY2436'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY2436'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY2436'
 HY2436'HEIGHT OF LIGHT ABOVE STATION MARK 1.59 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2175 ***********************************************************************
 HZ2175  DESIGNATION -  I64 T 8
 HZ2175  PID         -  HZ2175
 HZ2175  STATE/COUNTY-  KY/JEFFERSON
 HZ2175  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ2175
 HZ2175                         *CURRENT SURVEY CONTROL
 HZ2175  ___________________________________________________________________
 HZ2175* NAD 83(1993)-  38 13 01.13432(N)    085 34 01.33832(W)     ADJUSTED  
 HZ2175* NAVD 88     -       207.0    (meters)     679.     (feet)  VERTCON   
 HZ2175  ___________________________________________________________________
 HZ2175  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 HZ2175  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2175
 HZ2175  HORZ ORDER  -  SECOND
 HZ2175
 HZ2175.The horizontal coordinates were established by classical geodetic methods
 HZ2175.and adjusted by the National Geodetic Survey in December 1995..
 HZ2175
 HZ2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2175
 HZ2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2175
 HZ2175.The geoid height was determined by GEOID03.
 HZ2175
 HZ2175;                    North         East     Units Scale Factor Converg.
 HZ2175;SPC KY1Z     - 1,209,069.204 1,516,021.250   MT  0.99992256   +0 06 44.4
 HZ2175;SPC KY1Z     - 3,966,754.55  4,973,813.05   sFT  0.99992256   +0 06 44.4
 HZ2175;SPC KY N     -    80,407.067   384,670.155   MT  0.99997157   -0 49 09.4
 HZ2175;SPC KY N     -   263,802.19  1,262,038.67   sFT  0.99997157   -0 49 09.4
 HZ2175;UTM  16      - 4,230,860.583   625,441.702   MT  0.99979379   +0 53 11.8
 HZ2175
 HZ2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2175!SPC KY1Z     -   0.99997274  x   0.99992256  =   0.99989530
 HZ2175!SPC KY N     -   0.99997274  x   0.99997157  =   0.99994431
 HZ2175!UTM  16      -   0.99997274  x   0.99979379  =   0.99976653
 HZ2175
 HZ2175:                Primary Azimuth Mark                     Grid Az
 HZ2175:SPC KY1Z     -  JEFFERSONTOWN MUNICIPAL TANK             176 17 02.4
 HZ2175:SPC KY N     -  JEFFERSONTOWN MUNICIPAL TANK             177 12 56.2
 HZ2175:UTM  16      -  JEFFERSONTOWN MUNICIPAL TANK             175 30 35.0
 HZ2175
 HZ2175|---------------------------------------------------------------------|
 HZ2175| PID    Reference Object                     Distance      Geod. Az  |
 HZ2175|                                                           dddmmss.s |
 HZ2175| HZ2176 JEFFERSONTOWN MUNICIPAL TANK        APPROX. 2.6 KM 1762346.8 |
 HZ2175| CG8076 I64 T 8 RM 1                         19.556 METERS 24115     |
 HZ2175| CG8075 I64 T 8 AZ MK                                      2560842.8 |
 HZ2175| CG8077 I64 T 8 RM 2                         31.780 METERS 32752     |
 HZ2175|---------------------------------------------------------------------|
 HZ2175
 HZ2175                          SUPERSEDED SURVEY CONTROL
 HZ2175
 HZ2175  NAD 83(1986)-  38 13 01.13823(N)    085 34 01.34424(W) AD(       ) 2
 HZ2175  NAD 27      -  38 13 00.88280(N)    085 34 01.49130(W) AD(       ) 2
 HZ2175  NGVD 29 (07/19/86)  207.2    (m)          680.     (f) VERT ANG       
 HZ2175
 HZ2175.Superseded values are not recommended for survey control.
 HZ2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2175.See file dsdata.txt to determine how the superseded data were derived.
 HZ2175
 HZ2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2544230861(NAD 83)
 HZ2175_MARKER: DD = SURVEY DISK
 HZ2175_SETTING: 0 = UNSPECIFIED SETTING
 HZ2175
 HZ2175  HISTORY     - Date     Condition        Report By
 HZ2175  HISTORY     - 1961     MONUMENTED       KYHD
 HZ2175
 HZ2175                          STATION DESCRIPTION
 HZ2175
 HZ2175'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 HZ2175'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF JEFFERSONTOWN AND
 HZ2175'ABOUT 2.5 MILES SOUTHWEST OF MIDDLETOWN. IT IS ON LAND OWNED BY
 HZ2175'THE TEXAS GAS CORPORATION AND AT THE JEFFERSONTOWN PUMPING STATION.
 HZ2175'
 HZ2175'TO REACH THE STATION FROM THE POST OFFICE IN JEFFERSONTOWN, GO
 HZ2175'NORTHEAST ON WATTERSON TRAIL FOR 0.1 MILE TO THE JUNCTION OF
 HZ2175'STATE HIGHWAY 155 FOR 2.2 MILES TO HURSTBOURNE LANE RIGHT. TURN RIGHT
 HZ2175'AND GO NORTHEAST ON HURSTBOURNE LANE FOR 1.0 MILE TO A PRIVATE
 HZ2175'ROAD RIGHT. TURN RIGHT AND GO SOUTHEAST ON PRIVATE ROAD FOR 0.65 MILE
 HZ2175'TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE AHEAD ON PRIVATE ROAD
 HZ2175'FOR 0.25 MILE TO GAS PUMPING STATION AND MARK.
 HZ2175'
 HZ2175'STATION MARK IS LOCATED ABOUT 138 FEET SOUTHWEST OF THE FRONT
 HZ2175'ENTRANCE TO GAS COMPANY OFFICE BUILDING, 84 FEET SOUTHEAST
 HZ2175'OF THE CENTER OF PLANT ENTRANCE ROAD, 73 FEET SOUTHWEST OF THE CENTER
 HZ2175'OF GRAVEL DRIVE TO COMPANY HOUSES, AND 55.5 FEET WEST OF A
 HZ2175'TELEPHONE POLE. THE MARK IS FLUSH AND THE DISK IS STAMPED
 HZ2175'I64-T8-1961.
 HZ2175'
 HZ2175'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 97 FEET SOUTHEAST
 HZ2175'OF THE CENTER OF PLANT ENTRANCE ROAD, 43 FEET NORTHWEST OF THE
 HZ2175'SOUTH END OF A 12 INCH CONCRETE DRAIN PIPE, AND 1 FOOT EAST OF WIRE
 HZ2175'FENCE. THE MARK IS FLUSH AND THE DISK IS STAMPED I64-T8-NO. 1
 HZ2175'1961.
 HZ2175'
 HZ2175'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 44 FEET WEST OF
 HZ2175'FENCE CORNER, 18 FEET NORTHWEST OF THE CENTER OF PLANT ENTRANCE
 HZ2175'ROAD, 2.0 FT. EAST OF METAL WITNESS POST AND SIGN AND 1 FOOT
 HZ2175'SOUTHEAST OF WIRE FENCE. THE MARK IS FLUSH AND THE DISK IS
 HZ2175'STAMPED I64-T8-NO. 2 1961.
 HZ2175'
 HZ2175'AZIMUTH MARK IS ABOUT 0.25 MILE WEST OF THE STATION, ABOUT 121 FEET
 HZ2175'NORTH OF THE NORTHEAST CORNER OF A 1 STORY FRAME HOUSE, 41 FEET
 HZ2175'SOUTHEAST OF THE CENTER OF ROAD, 20 FEET NORTHEAST OF THE CENTER OF
 HZ2175'DRIVE, 2.3 FEET NORTHWEST OF METAL WITNESS POST AND SIGN AND
 HZ2175'1 FOOT SOUTHWEST OF BOARD FENCE. THE MARK IS FLUSH AND THE DISK IS
 HZ2175'STAMPED I64-T8-1961.
 HZ2175'
 HZ2175'STATION, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2175'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HZ2175'
 HZ2175'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2435 ***********************************************************************
 HY2435  DESIGNATION -  I64 T 80
 HY2435  PID         -  HY2435
 HY2435  STATE/COUNTY-  KY/BATH
 HY2435  USGS QUAD   -  COLFAX (1975)
 HY2435
 HY2435                         *CURRENT SURVEY CONTROL
 HY2435  ___________________________________________________________________
 HY2435* NAD 83(1993)-  38 07 56.97383(N)    083 44 00.36828(W)     ADJUSTED  
 HY2435* NAVD 88     -       264.3    (meters)     867.     (feet)  VERTCON   
 HY2435  ___________________________________________________________________
 HY2435  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 HY2435  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HY2435
 HY2435  HORZ ORDER  -  SECOND
 HY2435
 HY2435.The horizontal coordinates were established by classical geodetic methods
 HY2435.and adjusted by the National Geodetic Survey in December 1995..
 HY2435
 HY2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2435
 HY2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2435
 HY2435.The geoid height was determined by GEOID03.
 HY2435
 HY2435;                    North         East     Units Scale Factor Converg.
 HY2435;SPC KY1Z     - 1,201,585.984 1,676,771.869   MT  0.99991490   +1 14 17.1
 HY2435;SPC KY1Z     - 3,942,203.35  5,501,209.04   sFT  0.99991490   +1 14 17.1
 HY2435;SPC KY N     -    70,331.455   545,288.183   MT  0.99997905   +0 19 16.8
 HY2435;SPC KY N     -   230,745.78  1,788,999.65   sFT  0.99997905   +0 19 16.8
 HY2435;UTM  17      - 4,224,045.840   260,422.284   MT  1.00030696   -1 41 19.1
 HY2435
 HY2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2435!SPC KY1Z     -   0.99996366  x   0.99991490  =   0.99987856
 HY2435!SPC KY N     -   0.99996366  x   0.99997905  =   0.99994271
 HY2435!UTM  17      -   0.99996366  x   1.00030696  =   1.00027061
 HY2435
 HY2435|---------------------------------------------------------------------|
 HY2435| PID    Reference Object                     Distance      Geod. Az  |
 HY2435|                                                           dddmmss.s |
 HY2435| DC2335 I64 T 80 RM 1                        12.796 METERS 15737     |
 HY2435| DC2334 I64 T 80 AZ MK                                     1903439.8 |
 HY2435| DC2336 I64 T 80 RM 2                        19.917 METERS 27746     |
 HY2435|---------------------------------------------------------------------|
 HY2435
 HY2435                          SUPERSEDED SURVEY CONTROL
 HY2435
 HY2435  NAD 83(1986)-  38 07 56.97951(N)    083 44 00.37485(W) AD(       ) 2
 HY2435  NAD 27      -  38 07 56.69210(N)    083 44 00.66690(W) AD(       ) 2
 HY2435  NGVD 29 (07/19/86)  264.5    (m)          868.     (f) VERT ANG       
 HY2435
 HY2435.Superseded values are not recommended for survey control.
 HY2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2435.See file dsdata.txt to determine how the superseded data were derived.
 HY2435
 HY2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6042224046(NAD 83)
 HY2435_MARKER: DD = SURVEY DISK
 HY2435_SETTING: 0 = UNSPECIFIED SETTING
 HY2435
 HY2435  HISTORY     - Date     Condition        Report By
 HY2435  HISTORY     - 1963     MONUMENTED       PAS
 HY2435
 HY2435                          STATION DESCRIPTION
 HY2435
 HY2435'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HY2435'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF OWINGSVILLE ON LAND
 HY2435'OWNED BY MR. JOHN BLEVINS.
 HY2435'
 HY2435'TO REACH THE STATION FROM THE BATH COUNTY COURT HOUSE IN OWINGSVILLE,
 HY2435'GO EAST ON U.S. HIGHWAY 60 FOR 2.45 MILES TO A SIDE ROAD RIGHT JUST
 HY2435'AFTER CROSSING BRIDGE OVER SLATE CREEK.  TURN RIGHT AND GO SOUTH ON
 HY2435'DIRT ROAD FOR 0.4 MILE TO A Y FORK.  TAKE LEFT FORK AND CONTINUE
 HY2435'SOUTH FOR 0.35 MILE TO A BARN AT TOP OF HILL AND STATION.
 HY2435'
 HY2435'TO REACH AZIMUTH MARK FROM STATION, WALK SOUTH ACROSS PASTURE FOR 0.2
 HY2435'MILE TO EDGE OF WOODS NEAR A POWER TRANSMISSION LINE AND MARK.
 HY2435'
 HY2435'STATION MARK IS LOCATED 64 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 HY2435'BARN, 39 FEET EAST OF SOUTHEAST END OF WOODEN GATE, 26 FEET NORTHEAST
 HY2435'OF WIRE FENCE, 7 FEET NORTHWEST OF NORTHWEST CORNER OF SHED AND 6-1/2
 HY2435'FEET NORTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND
 HY2435'THE DISK IS STAMPED I64 T80 1963.
 HY2435'
 HY2435'REFERENCE MARK NO.1 IS SOUTH OF STATION, 62 FEET EAST SOUTHEAST OF
 HY2435'SOUTHEAST END OF WOODEN GATE, 28 FEET SOUTH OF SOUTHWEST CORNER OF
 HY2435'SHED AND 1 FOOT NORTHEAST OF WIRE FENCE.  THE MARK PROJECTS 1 INCH
 HY2435'AND THE DISK IS STAMPED I64 T80 NO.1 1963.
 HY2435'
 HY2435'REFERENCE MARK NO.2 IS WEST OF STATION, 28 FEET WEST NORTHWEST OF
 HY2435'NORTHWEST END OF WOODEN GATE, 3-1/2 FEET EAST OF SOUTHWEST CORNER OF
 HY2435'BARN AND 1.4 FEET NORTHEAST OF WIRE FENCE.  THE MARK PROJECTS 1 INCH
 HY2435'AND THE DISK IS STAMPED I64 T80 NO.2 1963.
 HY2435'
 HY2435'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH OF STATION, 51 FEET SOUTHWEST OF
 HY2435'A POWER POLE, 45 FEET SOUTHEAST OF A 15 INCH WHITE OAK TREE AND 1.4
 HY2435'FEET NORTHEAST OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 1
 HY2435'INCH AND THE DISK IS STAMPED I64 T80 1963.
 HY2435'
 HY2435'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY2435'DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN CONCRETE AND DESCRIBED.
 HY2435'
 HY2435'HEIGHT OF LIGHT ABOVE STATION MARK 9.74 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1836 ***********************************************************************
 HY1836  DESIGNATION -  I64 T 81
 HY1836  PID         -  HY1836
 HY1836  STATE/COUNTY-  KY/BATH
 HY1836  USGS QUAD   -  COLFAX (1975)
 HY1836
 HY1836                         *CURRENT SURVEY CONTROL
 HY1836  ___________________________________________________________________
 HY1836* NAD 83(1993)-  38 09 18.06943(N)    083 42 05.23970(W)     ADJUSTED  
 HY1836* NAVD 88     -       264.995  (meters)     869.40   (feet)  ADJUSTED  
 HY1836  ___________________________________________________________________
 HY1836  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 HY1836  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HY1836  DYNAMIC HT  -         264.813 (meters)     868.81  (feet)  COMP
 HY1836  MODELED GRAV-     979,931.9   (mgal)                       NAVD 88
 HY1836
 HY1836  HORZ ORDER  -  SECOND
 HY1836  VERT ORDER  -  SECOND    CLASS 0
 HY1836
 HY1836.The horizontal coordinates were established by classical geodetic methods
 HY1836.and adjusted by the National Geodetic Survey in December 1995..
 HY1836
 HY1836.The orthometric height was determined by differential leveling
 HY1836.and adjusted by the National Geodetic Survey in June 1991..
 HY1836
 HY1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1836
 HY1836.The geoid height was determined by GEOID03.
 HY1836
 HY1836.The dynamic height is computed by dividing the NAVD 88
 HY1836.geopotential number by the normal gravity value computed on the
 HY1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1836.degrees latitude (g = 980.6199 gals.).
 HY1836
 HY1836.The modeled gravity was interpolated from observed gravity values.
 HY1836
 HY1836;                    North         East     Units Scale Factor Converg.
 HY1836;SPC KY1Z     - 1,204,146.659 1,679,519.921   MT  0.99991673   +1 15 27.8
 HY1836;SPC KY1Z     - 3,950,604.50  5,510,224.94   sFT  0.99991673   +1 15 27.8
 HY1836;SPC KY N     -    72,847.997   548,077.021   MT  0.99997685   +0 20 28.4
 HY1836;SPC KY N     -   239,002.14  1,798,149.36   sFT  0.99997685   +0 20 28.4
 HY1836;UTM  17      - 4,226,463.769   263,298.613   MT  1.00029008   -1 40 11.0
 HY1836
 HY1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1836!SPC KY1Z     -   0.99996355  x   0.99991673  =   0.99988029
 HY1836!SPC KY N     -   0.99996355  x   0.99997685  =   0.99994041
 HY1836!UTM  17      -   0.99996355  x   1.00029008  =   1.00025362
 HY1836
 HY1836|---------------------------------------------------------------------|
 HY1836| PID    Reference Object                     Distance      Geod. Az  |
 HY1836|                                                           dddmmss.s |
 HY1836| HY1837 I64 T 81 RM 1                        21.311 METERS 00153     |
 HY1836| HY1838 I64 T 81 RM 2                        54.637 METERS 09134     |
 HY1836| HY1835 I64 T 81 AZ MK                                     2285057.1 |
 HY1836| HY2444 OWINGSVILLE MUNICIPAL TANK          APPROX. 5.6 KM 2603548.6 |
 HY1836|---------------------------------------------------------------------|
 HY1836
 HY1836                          SUPERSEDED SURVEY CONTROL
 HY1836
 HY1836  NAD 83(1986)-  38 09 18.07526(N)    083 42 05.24563(W) AD(       ) 2
 HY1836  NAD 27      -  38 09 17.78860(N)    083 42 05.54170(W) AD(       ) 2
 HY1836  NGVD 29 (??/??/92)  265.154  (m)          869.93   (f) ADJ UNCH    2 0
 HY1836
 HY1836.Superseded values are not recommended for survey control.
 HY1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1836.See file dsdata.txt to determine how the superseded data were derived.
 HY1836
 HY1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6329926464(NAD 83)
 HY1836_MARKER: DD = SURVEY DISK
 HY1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1836_STAMPING: I-64 T-81 1963
 HY1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1836+STABILITY: SURFACE MOTION
 HY1836
 HY1836  HISTORY     - Date     Condition        Report By
 HY1836  HISTORY     - 1963     MONUMENTED       PAS
 HY1836  HISTORY     - 1963     GOOD             PAS
 HY1836  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 HY1836
 HY1836                          STATION DESCRIPTION
 HY1836
 HY1836'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HY1836'STATION IS LOCATED ABOUT 3-1/2 MILES EAST OF OWINGSVILLE.  IT IS
 HY1836'APPROXIMATELY ON THE HIGHEST POINT OF HILL IN AN OPEN PASTURE AND ON
 HY1836'LAND OWNED BY MR. DEMPSEY WARREN.
 HY1836'
 HY1836'TO REACH THE STATION FROM THE BATH COUNTY COURT HOUSE IN OWINGSVILLE,
 HY1836'GO EAST ON U.S. HIGHWAY NO.60 FOR 3.05 MILES TO A SIDE ROAD LEFT.
 HY1836'TURN LEFT AND GO NORTHEAST ON BLACK TOP ROAD FOR 1.3 MILES TO AZIMUTH
 HY1836'MARK ON THE LEFT.  CONTINUE AHEAD ON BLACK TOP ROAD FOR 0.35 MILE TO
 HY1836'STATION ON RIGHT IN PASTURE.
 HY1836'
 HY1836'STATION MARK IS LOCATED ABOUT 280 FEET SOUTH OF THE CENTER OF ROAD,
 HY1836'122 FEET NORTH OF A POWER POLE AND 73 FEET SOUTH OF A FENCE CORNER.
 HY1836'THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND (AT PROPERTY
 HY1836'OWNERS REQUEST) AND THE DISK IS STAMPED I64 T81 1963.
 HY1836'
 HY1836'REFERENCE MARK NO.1 IS NORTH OF THE STATION, 14-1/2 FEET EAST OF
 HY1836'FENCE CORNER, 2.2 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN AND
 HY1836'1.3 FEET SOUTH OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HY1836'STAMPED I64 T81 NO 1 1963.
 HY1836'
 HY1836'REFERENCE MARK NO.2 IS EAST OF THE STATION, 83 FEET NORTH OF A
 HY1836'TELEPHONE POLE AND 1.4 FEET WEST OF WIRE FENCE.  THE MARK IS FLUSH
 HY1836'AND THE DISK IS STAMPED I64 T81 NO 2 1963.
 HY1836'
 HY1836'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF STATION, ABOUT 104 FEET
 HY1836'NORTHWEST OF THE CENTER OF ROAD, 61 FEET EAST OF THE CENTER OF
 HY1836'DRIVE, 52 FEET SOUTHEAST OF WIRE FENCE AND 3 FEET SOUTHEAST OF THE
 HY1836'SOUTHEAST CORNER OF FRAME GARAGE.  THE MARK PROJECTS 1 INCH AND THE
 HY1836'DISK IS STAMPED I64 T81 1963.
 HY1836'
 HY1836'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY1836'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY1836'
 HY1836'HEIGHT OF LIGHT ABOVE STATION MARK 15.75 METERS.
 HY1836
 HY1836                          STATION RECOVERY (1963)
 HY1836
 HY1836'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1836'4.7 MI NE FROM OWINGSVILLE.
 HY1836'3.05 MILES EAST ALONG U.S. HIGHWAY NO. 60 FROM THE BATH COUNTY
 HY1836'COURT HOUSE AT OWINGSVILLE, THENCE ABOUT 1.65 MILES NORTHEAST ALONG
 HY1836'A BLACK TOP ROAD, IN AN OPEN PASTURE APPROXIMATELY 280 FEET SOUTH
 HY1836'OF ROAD, 122 FEET NORTH OF A PWOER POLE AND 73 FEET SOUTH OF A
 HY1836'FENCE CORNER.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET
 HY1836'IN TOP OF CONCRETE POST 12-INCHES BELOW THE SURFACE OF THE GROUND
 HY1836'(AT PROPERTY OWNERS REQUEST) AND STAMPED I-64 T-81 1963.
 HY1836
 HY1836                          STATION RECOVERY (1974)
 HY1836
 HY1836'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (LWJ)
 HY1836'I 64 T-83 NO. 1 STAMPED INCORRECT.
 HY1836'
 HY1836'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.7 MILES NE FROM
 HY1836'OWENSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1835 ***********************************************************************
 HY1835  DESIGNATION -  I64 T 81 AZ MK
 HY1835  PID         -  HY1835
 HY1835  STATE/COUNTY-  KY/BATH
 HY1835  USGS QUAD   -  COLFAX (1975)
 HY1835
 HY1835                         *CURRENT SURVEY CONTROL
 HY1835  ___________________________________________________________________
 HY1835* NAD 83(1986)-  38 09 07.     (N)    083 42 20.     (W)     SCALED    
 HY1835* NAVD 88     -       261.555  (meters)     858.12   (feet)  ADJUSTED  
 HY1835  ___________________________________________________________________
 HY1835  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HY1835  DYNAMIC HT  -         261.375 (meters)     857.53  (feet)  COMP
 HY1835  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 HY1835
 HY1835  VERT ORDER  -  SECOND    CLASS 0
 HY1835
 HY1835.The horizontal coordinates were scaled from a topographic map and have
 HY1835.an estimated accuracy of +/- 6 seconds.
 HY1835
 HY1835.The orthometric height was determined by differential leveling
 HY1835.and adjusted by the National Geodetic Survey in June 1991..
 HY1835
 HY1835.The geoid height was determined by GEOID03.
 HY1835
 HY1835.The dynamic height is computed by dividing the NAVD 88
 HY1835.geopotential number by the normal gravity value computed on the
 HY1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1835.degrees latitude (g = 980.6199 gals.).
 HY1835
 HY1835.The modeled gravity was interpolated from observed gravity values.
 HY1835
 HY1835;                    North         East    Units  Estimated Accuracy
 HY1835;SPC KY1Z     - 1,203,800.    1,679,170.      MT  (+/- 180 meters Scaled)
 HY1835
 HY1835                          SUPERSEDED SURVEY CONTROL
 HY1835
 HY1835  NGVD 29 (??/??/92)  261.714  (m)          858.64   (f) ADJ UNCH    2 0
 HY1835
 HY1835.Superseded values are not recommended for survey control.
 HY1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1835.See file dsdata.txt to determine how the superseded data were derived.
 HY1835
 HY1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC629261(NAD 83)
 HY1835_MARKER: DZ = AZIMUTH MARK DISK
 HY1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1835_STAMPING: I-64 T-81 1963
 HY1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1835+STABILITY: SURFACE MOTION
 HY1835
 HY1835  HISTORY     - Date     Condition        Report By
 HY1835  HISTORY     - 1963     MONUMENTED       KYHD
 HY1835
 HY1835                          STATION DESCRIPTION
 HY1835
 HY1835'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 HY1835'4.4 MI NE FROM OWINGSVILLE.
 HY1835'3.05 MILES EAST ALONG U.S. HIGHWAY NO. 60 FROM THE BATH COUNTY
 HY1835'COURT HOUSE AT OWINGSVILLE, THENCE ABOUT 1.3 MILES NORTHEAST ALONG
 HY1835'A BLACK TOP ROAD, ABOUT 104 FEET NORTHWEST OF THE CENTER OF ROAD,
 HY1835'61 FEET EAST OF THE CENTER OF DRIVE, 52 FEET SOUTHEAST OF WIRE FENCE
 HY1835'AND 3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF FRAME GARAGE.
 HY1835'A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP
 HY1835'OF CONCRETE POST PROJECTING 1 INCH AND STAMPED I-64 T-81 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1837 ***********************************************************************
 HY1837  DESIGNATION -  I64 T 81 RM 1
 HY1837  PID         -  HY1837
 HY1837  STATE/COUNTY-  KY/BATH
 HY1837  USGS QUAD   -  COLFAX (1975)
 HY1837
 HY1837                         *CURRENT SURVEY CONTROL
 HY1837  ___________________________________________________________________
 HY1837* NAD 83(1986)-  38 09 17.     (N)    083 42 06.     (W)     SCALED    
 HY1837* NAVD 88     -       264.804  (meters)     868.78   (feet)  ADJUSTED  
 HY1837  ___________________________________________________________________
 HY1837  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HY1837  DYNAMIC HT  -         264.621 (meters)     868.18  (feet)  COMP
 HY1837  MODELED GRAV-     979,931.9   (mgal)                       NAVD 88
 HY1837
 HY1837  VERT ORDER  -  SECOND    CLASS 0
 HY1837
 HY1837.The horizontal coordinates were scaled from a topographic map and have
 HY1837.an estimated accuracy of +/- 6 seconds.
 HY1837
 HY1837.The orthometric height was determined by differential leveling
 HY1837.and adjusted by the National Geodetic Survey in June 1991..
 HY1837
 HY1837.The geoid height was determined by GEOID03.
 HY1837
 HY1837.The dynamic height is computed by dividing the NAVD 88
 HY1837.geopotential number by the normal gravity value computed on the
 HY1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1837.degrees latitude (g = 980.6199 gals.).
 HY1837
 HY1837.The modeled gravity was interpolated from observed gravity values.
 HY1837
 HY1837;                    North         East    Units  Estimated Accuracy
 HY1837;SPC KY1Z     - 1,204,110.    1,679,500.      MT  (+/- 180 meters Scaled)
 HY1837
 HY1837                          SUPERSEDED SURVEY CONTROL
 HY1837
 HY1837  NGVD 29 (??/??/92)  264.963  (m)          869.30   (f) ADJ UNCH    2 0
 HY1837
 HY1837.Superseded values are not recommended for survey control.
 HY1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1837.See file dsdata.txt to determine how the superseded data were derived.
 HY1837
 HY1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC632264(NAD 83)
 HY1837_MARKER: DR = REFERENCE MARK DISK
 HY1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1837_STAMPING: I-64 T-81 NO 1 1963
 HY1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1837+STABILITY: SURFACE MOTION
 HY1837
 HY1837  HISTORY     - Date     Condition        Report By
 HY1837  HISTORY     - 1963     MONUMENTED       PAS
 HY1837
 HY1837                          STATION DESCRIPTION
 HY1837
 HY1837'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1837'4.7 MI NE FROM OWINGSVILLE.
 HY1837'3.05 MILES EAST ALONG U.S. HIGHWAY NO. 60 FROM THE BATH COUNTY
 HY1837'COURT HOUSE AT OWINGSVILLE, THENCE ABOUT 1.65 MILES NORTHEAST
 HY1837'ALONG A BLACK TOP ROAD, IN AN OPEN PASTURE APPROXIMATELY 210 FEET
 HY1837'SOUTH OF ROAD, 14 1/2 FEET EAST OF FENCE CORNER, 2.2 FEET SOUTHWEST
 HY1837'OF METAL WITNESS POST AND SIGN AND 1.3 FEET SOUTH OF WIRE FENCE.
 HY1837'A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP
 HY1837'OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 T-81 NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1838 ***********************************************************************
 HY1838  DESIGNATION -  I64 T 81 RM 2
 HY1838  PID         -  HY1838
 HY1838  STATE/COUNTY-  KY/BATH
 HY1838  USGS QUAD   -  COLFAX (1975)
 HY1838
 HY1838                         *CURRENT SURVEY CONTROL
 HY1838  ___________________________________________________________________
 HY1838* NAD 83(1986)-  38 09 17.     (N)    083 42 06.     (W)     SCALED    
 HY1838* NAVD 88     -       264.778  (meters)     868.69   (feet)  ADJUSTED  
 HY1838  ___________________________________________________________________
 HY1838  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HY1838  DYNAMIC HT  -         264.595 (meters)     868.09  (feet)  COMP
 HY1838  MODELED GRAV-     979,931.9   (mgal)                       NAVD 88
 HY1838
 HY1838  VERT ORDER  -  SECOND    CLASS 0
 HY1838
 HY1838.The horizontal coordinates were scaled from a topographic map and have
 HY1838.an estimated accuracy of +/- 6 seconds.
 HY1838
 HY1838.The orthometric height was determined by differential leveling
 HY1838.and adjusted by the National Geodetic Survey in June 1991..
 HY1838
 HY1838.The geoid height was determined by GEOID03.
 HY1838
 HY1838.The dynamic height is computed by dividing the NAVD 88
 HY1838.geopotential number by the normal gravity value computed on the
 HY1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1838.degrees latitude (g = 980.6199 gals.).
 HY1838
 HY1838.The modeled gravity was interpolated from observed gravity values.
 HY1838
 HY1838;                    North         East    Units  Estimated Accuracy
 HY1838;SPC KY1Z     - 1,204,110.    1,679,500.      MT  (+/- 180 meters Scaled)
 HY1838
 HY1838                          SUPERSEDED SURVEY CONTROL
 HY1838
 HY1838  NGVD 29 (??/??/92)  264.936  (m)          869.21   (f) ADJ UNCH    2 0
 HY1838
 HY1838.Superseded values are not recommended for survey control.
 HY1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1838.See file dsdata.txt to determine how the superseded data were derived.
 HY1838
 HY1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC632264(NAD 83)
 HY1838_MARKER: DR = REFERENCE MARK DISK
 HY1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1838_STAMPING: I-64 T-81 NO 2 1963
 HY1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1838+STABILITY: SURFACE MOTION
 HY1838
 HY1838  HISTORY     - Date     Condition        Report By
 HY1838  HISTORY     - 1963     MONUMENTED       PAS
 HY1838
 HY1838                          STATION DESCRIPTION
 HY1838
 HY1838'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1838'4.7 MI NE FROM OWINGSVILLE.
 HY1838'3.05 MILES EAST ALONG U.S. HIGHWAY NO. 60 FROM THE BATH COUNTY
 HY1838'COURT HOUSE AT OWINGSVILLE, THENCE ABOUT 1.65 MILES NORTHEAST
 HY1838'ALONG A BLACK TOP ROAD, IN AN OPEN PASTURE APPROXIMATELY 275 FEET
 HY1838'SOUTH OF ROAD, 83 FEET NORTH OF A TELEPHONE POLE AND 1.4 FEET
 HY1838'WEST OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE
 HY1838'MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND
 HY1838'STAMPED I-64 T-81 NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1842 ***********************************************************************
 HY1842  DESIGNATION -  I64 T 82
 HY1842  PID         -  HY1842
 HY1842  STATE/COUNTY-  KY/BATH
 HY1842  USGS QUAD   -  COLFAX (1975)
 HY1842
 HY1842                         *CURRENT SURVEY CONTROL
 HY1842  ___________________________________________________________________
 HY1842* NAD 83(1993)-  38 09 28.52182(N)    083 40 39.98958(W)     ADJUSTED  
 HY1842* NAVD 88     -       247.410  (meters)     811.71   (feet)  ADJUSTED  
 HY1842  ___________________________________________________________________
 HY1842  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 HY1842  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HY1842  DYNAMIC HT  -         247.239 (meters)     811.15  (feet)  COMP
 HY1842  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 HY1842
 HY1842  HORZ ORDER  -  SECOND
 HY1842  VERT ORDER  -  SECOND    CLASS 0
 HY1842
 HY1842.The horizontal coordinates were established by classical geodetic methods
 HY1842.and adjusted by the National Geodetic Survey in December 1995..
 HY1842
 HY1842.The orthometric height was determined by differential leveling
 HY1842.and adjusted by the National Geodetic Survey in June 1991..
 HY1842
 HY1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1842
 HY1842.The geoid height was determined by GEOID03.
 HY1842
 HY1842.The dynamic height is computed by dividing the NAVD 88
 HY1842.geopotential number by the normal gravity value computed on the
 HY1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1842.degrees latitude (g = 980.6199 gals.).
 HY1842
 HY1842.The modeled gravity was interpolated from observed gravity values.
 HY1842
 HY1842;                    North         East     Units Scale Factor Converg.
 HY1842;SPC KY1Z     - 1,204,514.650 1,681,587.626   MT  0.99991697   +1 16 20.2
 HY1842;SPC KY1Z     - 3,951,811.81  5,517,008.74   sFT  0.99991697   +1 16 20.2
 HY1842;SPC KY N     -    73,182.891   550,150.471   MT  0.99997657   +0 21 21.5
 HY1842;SPC KY N     -   240,100.87  1,804,952.00   sFT  0.99997657   +0 21 21.5
 HY1842;UTM  17      - 4,226,725.776   265,383.179   MT  1.00027798   -1 39 18.6
 HY1842
 HY1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1842!SPC KY1Z     -   0.99996631  x   0.99991697  =   0.99988328
 HY1842!SPC KY N     -   0.99996631  x   0.99997657  =   0.99994288
 HY1842!UTM  17      -   0.99996631  x   1.00027798  =   1.00024428
 HY1842
 HY1842|---------------------------------------------------------------------|
 HY1842| PID    Reference Object                     Distance      Geod. Az  |
 HY1842|                                                           dddmmss.s |
 HY1842| HY1843 I64 T 82 RM 1                        20.733 METERS 00531     |
 HY1842| HY1841 I64 T 82 RM 2                        15.013 METERS 25517     |
 HY1842| HY1836 I64 T 81                            APPROX. 2.1 KM 2611051.6 |
 HY1842| HY1840 I64 T 82 AZ MK                                     3300815.9 |
 HY1842|---------------------------------------------------------------------|
 HY1842
 HY1842                          SUPERSEDED SURVEY CONTROL
 HY1842
 HY1842  NAD 83(1986)-  38 09 28.52754(N)    083 40 39.99549(W) AD(       ) 2
 HY1842  NAD 27      -  38 09 28.24100(N)    083 40 40.29520(W) AD(       ) 2
 HY1842  NGVD 29 (??/??/92)  247.567  (m)          812.23   (f) ADJ UNCH    2 0
 HY1842
 HY1842.Superseded values are not recommended for survey control.
 HY1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1842.See file dsdata.txt to determine how the superseded data were derived.
 HY1842
 HY1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6538326726(NAD 83)
 HY1842_MARKER: DD = SURVEY DISK
 HY1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1842_STAMPING: I-64 T-82 1963
 HY1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1842+STABILITY: SURFACE MOTION
 HY1842
 HY1842  HISTORY     - Date     Condition        Report By
 HY1842  HISTORY     - 1963     MONUMENTED       PAS
 HY1842  HISTORY     - 1963     GOOD             PAS
 HY1842
 HY1842                          STATION DESCRIPTION
 HY1842
 HY1842'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HY1842'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF SALT LICK ABOUT 5 MILES
 HY1842'EAST OF OWINGSVILLE.  IT IS APPROXIMATELY ON THE HIGHEST POINT OF A
 HY1842'HILL NEAR THE KNOX HILL CEMETERY.
 HY1842'
 HY1842'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY1842'HIGHWAY NO.211 IN SALT LICK, GO WEST ON HIGHWAYS 60 AND 211 FOR 0.8
 HY1842'MILE TO T ROAD RIGHT.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 211
 HY1842'FOR 2.4 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVEL
 HY1842'ROAD FOR 3.0 MILES TO A DRIVE LEFT AT TOP OF HILL.  TURN LEFT AND GO
 HY1842'SOUTH ON DRIVE FOR 0.1 MILE TO MARK ON LEFT.
 HY1842'
 HY1842'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD ON GRAVEL ROAD
 HY1842'FOR 0.05 MILE TO MARK ON LEFT.
 HY1842'
 HY1842'STATION MARK IS LOCATED ABOUT 121 FEET EAST OF THE SOUTHEAST CORNER
 HY1842'OF FENCE AROUND KNOX HILL CEMETERY, 18 FEET SOUTHEAST OF JUNCTION OF
 HY1842'DRIVES, 10 FEET NORTHWEST OF FENCE CORNER, AND 4-1/2 FEET WEST OF
 HY1842'METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND THE DISK IS
 HY1842'STAMPED I64 T82 1963.
 HY1842'
 HY1842'REFERENCE MARK NO.1 IS NORTH OF STATION, 17-1/2 FEET SOUTHEAST OF A
 HY1842'POWER LINE JUNCTION POLE, 7 FEET EAST OF CENTER OF DRIVE AND 1 FOOT
 HY1842'WEST OF WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HY1842'STAMPED I64 T82 NO.1 1963.
 HY1842'
 HY1842'REFERENCE MARK NO.2 IS SOUTHWEST OF STATION, 73 FEET EAST SOUTHEAST
 HY1842'OF THE SOUTHEAST CORNER OF FENCE AROUND CEMETERY, 11 FEET SOUTH OF
 HY1842'THE CENTER OF DRIVE AND 1-1/2 FEET NORTH OF WIRE FENCE.  THE MARK
 HY1842'PROJECTS 1 INCH AND THE DISK IS STAMPED I64 T82 NO.2 1963.
 HY1842'
 HY1842'AZIMUTH MARK IS ABOUT 0.15 MILE NORTHWEST OF STATION, 24 FEET SOUTH
 HY1842'OF THE CENTER OF GRAVEL ROAD, 13 FEET SOUTHEAST OF A TELEPHONE POLE,
 HY1842'1.6 FEET SOUTH OF METAL WITNESS POST AND SIGN, 1 FOOT SOUTH OF WIRE
 HY1842'FENCE AND ABOUT 7 FEET HIGHER THAN ROAD.  THE MARK IS FLUSH AND THE
 HY1842'DISK IS STAMPED I64 T82 1963.  SURFACE, UNDERGROUND, REFERENCE AND
 HY1842'AZIMUTH MARKS ARE KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN
 HY1842'CONCRETE AS DESCRIBED.
 HY1842'
 HY1842'HEIGHT OF LIGHT ABOVE STATION MARK 9.71 METERS.
 HY1842
 HY1842                          STATION RECOVERY (1963)
 HY1842
 HY1842'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1842'6.2 MI NW FROM SALT LICK.
 HY1842'0.8 MILE WEST ALONG U.S. HIGHWAY NO. 60 AND STATE HIGHWAY NO. 211
 HY1842'FROM THE JUNCTION OF HIGHWAYS 60 AND 211 AT SALT LICK, THENCE
 HY1842'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY NO. 211 TO A CROSSROAD,
 HY1842'THENCE ABOUT 3.0 MILES WEST ALONG A GRAVEL ROAD TO A DRIVE LEFT AT
 HY1842'TOP OF HILL, THENCE ABOUT 0.1 MILE SOUTH ALONG DRIVE, ABOUT 121
 HY1842'FEET EAST OF THE SOUTHEAST FENCE CORNER AROUND KNOX HILL CEMETERY,
 HY1842'18 FEET SOUTHEAST OF JUNCTION OF DRIVES, 10 FEET NORTHWEST OF FENCE
 HY1842'CORNER, AND 4 1/2 FEET WEST OF METAL WITNESS POST AND SIGN.  A
 HY1842'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN TOP OF CONCRETE
 HY1842'POST FLUSH WITH GROUND AND STAMPED I-64 T-82 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1840 ***********************************************************************
 HY1840  DESIGNATION -  I64 T 82 AZ MK
 HY1840  PID         -  HY1840
 HY1840  STATE/COUNTY-  KY/BATH
 HY1840  USGS QUAD   -  COLFAX (1975)
 HY1840
 HY1840                         *CURRENT SURVEY CONTROL
 HY1840  ___________________________________________________________________
 HY1840* NAD 83(1986)-  38 09 34.     (N)    083 40 45.     (W)     SCALED    
 HY1840* NAVD 88     -       239.842  (meters)     786.88   (feet)  ADJUSTED  
 HY1840  ___________________________________________________________________
 HY1840  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HY1840  DYNAMIC HT  -         239.676 (meters)     786.34  (feet)  COMP
 HY1840  MODELED GRAV-     979,932.4   (mgal)                       NAVD 88
 HY1840
 HY1840  VERT ORDER  -  SECOND    CLASS 0
 HY1840
 HY1840.The horizontal coordinates were scaled from a topographic map and have
 HY1840.an estimated accuracy of +/- 6 seconds.
 HY1840
 HY1840.The orthometric height was determined by differential leveling
 HY1840.and adjusted by the National Geodetic Survey in June 1991..
 HY1840
 HY1840.The geoid height was determined by GEOID03.
 HY1840
 HY1840.The dynamic height is computed by dividing the NAVD 88
 HY1840.geopotential number by the normal gravity value computed on the
 HY1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1840.degrees latitude (g = 980.6199 gals.).
 HY1840
 HY1840.The modeled gravity was interpolated from observed gravity values.
 HY1840
 HY1840;                    North         East    Units  Estimated Accuracy
 HY1840;SPC KY1Z     - 1,204,680.    1,681,460.      MT  (+/- 180 meters Scaled)
 HY1840
 HY1840                          SUPERSEDED SURVEY CONTROL
 HY1840
 HY1840  NGVD 29 (??/??/92)  239.999  (m)          787.40   (f) ADJ UNCH    2 0
 HY1840
 HY1840.Superseded values are not recommended for survey control.
 HY1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1840.See file dsdata.txt to determine how the superseded data were derived.
 HY1840
 HY1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC652268(NAD 83)
 HY1840_MARKER: DZ = AZIMUTH MARK DISK
 HY1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1840_STAMPING: I-64 T-82 1963
 HY1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1840+STABILITY: SURFACE MOTION
 HY1840
 HY1840  HISTORY     - Date     Condition        Report By
 HY1840  HISTORY     - 1963     MONUMENTED       KYHD
 HY1840
 HY1840                          STATION DESCRIPTION
 HY1840
 HY1840'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 HY1840'6.2 MI NW FROM SALT LICK.
 HY1840'0.8 MILE WEST ALONG U.S. HIGHWAY NO. 60 AND STATE HIGHWAY NO. 211
 HY1840'FROM THE JUNCTION OF HIGHWAYS 60 AND 211 AT SALT LICK, THENCE
 HY1840'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY NO. 211 TO A CROSSROAD,
 HY1840'THENCE ABOUT 3.05 MILES WEST ALONG A GRAVEL ROAD, ABOUT 0.5 MILE
 HY1840'WEST OF A DRIVE SOUTH TO KNOX HILL CEMETERY, 24 FEET SOUTH OF THE
 HY1840'CENTER OF ROAD, 13 FEET SOUTHEAST OF A TELEPHONE POLE, 1.6 FEET
 HY1840'SOUTH OF METAL WITNESS POST AND SIGN, 1 FOOT SOUTH OF WIRE FENCE
 HY1840'AND ABOUT 7 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT OF
 HY1840'HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH
 HY1840'GROUND AND STAMPED I-64 T-82 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1843 ***********************************************************************
 HY1843  DESIGNATION -  I64 T 82 RM 1
 HY1843  PID         -  HY1843
 HY1843  STATE/COUNTY-  KY/BATH
 HY1843  USGS QUAD   -  COLFAX (1975)
 HY1843
 HY1843                         *CURRENT SURVEY CONTROL
 HY1843  ___________________________________________________________________
 HY1843* NAD 83(1986)-  38 09 28.     (N)    083 40 41.     (W)     SCALED    
 HY1843* NAVD 88     -       246.937  (meters)     810.16   (feet)  ADJUSTED  
 HY1843  ___________________________________________________________________
 HY1843  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HY1843  DYNAMIC HT  -         246.767 (meters)     809.60  (feet)  COMP
 HY1843  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 HY1843
 HY1843  VERT ORDER  -  SECOND    CLASS 0
 HY1843
 HY1843.The horizontal coordinates were scaled from a topographic map and have
 HY1843.an estimated accuracy of +/- 6 seconds.
 HY1843
 HY1843.The orthometric height was determined by differential leveling
 HY1843.and adjusted by the National Geodetic Survey in June 1991..
 HY1843
 HY1843.The geoid height was determined by GEOID03.
 HY1843
 HY1843.The dynamic height is computed by dividing the NAVD 88
 HY1843.geopotential number by the normal gravity value computed on the
 HY1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1843.degrees latitude (g = 980.6199 gals.).
 HY1843
 HY1843.The modeled gravity was interpolated from observed gravity values.
 HY1843
 HY1843;                    North         East    Units  Estimated Accuracy
 HY1843;SPC KY1Z     - 1,204,500.    1,681,560.      MT  (+/- 180 meters Scaled)
 HY1843
 HY1843                          SUPERSEDED SURVEY CONTROL
 HY1843
 HY1843  NGVD 29 (??/??/92)  247.095  (m)          810.68   (f) ADJ UNCH    2 0
 HY1843
 HY1843.Superseded values are not recommended for survey control.
 HY1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1843.See file dsdata.txt to determine how the superseded data were derived.
 HY1843
 HY1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC653267(NAD 83)
 HY1843_MARKER: DR = REFERENCE MARK DISK
 HY1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1843_STAMPING: I-64 T-82 NO 1 1963
 HY1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1843+STABILITY: SURFACE MOTION
 HY1843
 HY1843  HISTORY     - Date     Condition        Report By
 HY1843  HISTORY     - 1963     MONUMENTED       PAS
 HY1843
 HY1843                          STATION DESCRIPTION
 HY1843
 HY1843'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1843'6.2 MI NW FROM SALT LICK.
 HY1843'0.8 MILE WEST ALONG U.S. HIGHWAY NO. 60 AND STATE HIGHWAY NO. 211
 HY1843'FROM THE JUNCTION OF HIGHWAYS 60 AND 211 AT SALT LICK, THENCE
 HY1843'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY NO. 211 TO A CROSSROAD,
 HY1843'THENCE ABOUT 3.0 MILES WEST ALONG A GRAVEL ROAD TO A DRIVE LEFT
 HY1843'AT TOP OF HILL, THENCE ABOUT 0.1 MILE SOUTH ALONG DRIVE, 17 1/2
 HY1843'FEET SOUTHEAST OF A POWER LINE JUNCTION POLE, 7 FEET EAST OF THE
 HY1843'CENTER OF DRIVE, AND 1 FOOT WEST OF WIRE FENCE.  A KENTUCKY
 HY1843'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE
 HY1843'POST PROJECTING 2 INCHES AND STAMPED I-64 T-82 NO. 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1841 ***********************************************************************
 HY1841  DESIGNATION -  I64 T 82 RM 2
 HY1841  PID         -  HY1841
 HY1841  STATE/COUNTY-  KY/BATH
 HY1841  USGS QUAD   -  COLFAX (1975)
 HY1841
 HY1841                         *CURRENT SURVEY CONTROL
 HY1841  ___________________________________________________________________
 HY1841* NAD 83(1986)-  38 09 28.     (N)    083 40 41.     (W)     SCALED    
 HY1841* NAVD 88     -       247.533  (meters)     812.11   (feet)  ADJUSTED  
 HY1841  ___________________________________________________________________
 HY1841  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HY1841  DYNAMIC HT  -         247.362 (meters)     811.55  (feet)  COMP
 HY1841  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 HY1841
 HY1841  VERT ORDER  -  SECOND    CLASS 0
 HY1841
 HY1841.The horizontal coordinates were scaled from a topographic map and have
 HY1841.an estimated accuracy of +/- 6 seconds.
 HY1841
 HY1841.The orthometric height was determined by differential leveling
 HY1841.and adjusted by the National Geodetic Survey in June 1991..
 HY1841
 HY1841.The geoid height was determined by GEOID03.
 HY1841
 HY1841.The dynamic height is computed by dividing the NAVD 88
 HY1841.geopotential number by the normal gravity value computed on the
 HY1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1841.degrees latitude (g = 980.6199 gals.).
 HY1841
 HY1841.The modeled gravity was interpolated from observed gravity values.
 HY1841
 HY1841;                    North         East    Units  Estimated Accuracy
 HY1841;SPC KY1Z     - 1,204,500.    1,681,560.      MT  (+/- 180 meters Scaled)
 HY1841
 HY1841                          SUPERSEDED SURVEY CONTROL
 HY1841
 HY1841  NGVD 29 (??/??/92)  247.691  (m)          812.63   (f) ADJ UNCH    2 0
 HY1841
 HY1841.Superseded values are not recommended for survey control.
 HY1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1841.See file dsdata.txt to determine how the superseded data were derived.
 HY1841
 HY1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC653267(NAD 83)
 HY1841_MARKER: DR = REFERENCE MARK DISK
 HY1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1841_STAMPING: I-64 T-82 NO 2 1963
 HY1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1841+STABILITY: SURFACE MOTION
 HY1841
 HY1841  HISTORY     - Date     Condition        Report By
 HY1841  HISTORY     - 1963     MONUMENTED       PAS
 HY1841
 HY1841                          STATION DESCRIPTION
 HY1841
 HY1841'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1841'6.2 MI NW FROM SALT LICK.
 HY1841'0.8 MILE WEST ALONG U.S. HIGHWAY NO. 60 AND STATE HIGHWAY NO. 211
 HY1841'FROM THE JUNCTION OF HIGHWAYS 60 AND 211 AT SALT LICK, THENCE
 HY1841'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY NO. 211 TO A CROSSROAD,
 HY1841'THENCE ABOUT 3.0 MILES WEST ALONG A GRAVEL ROAD TO A DRIVE LEFT
 HY1841'AT TOP OF HILL, THENCE ABOUT 0.1 MILE SOUTH ALONG DRIVE, 73 FEET
 HY1841'EAST-SOUTHEAST OF THE SOUTHEAST FENCE CORNER AROUND KNOX HILL
 HY1841'CEMETERY, 11 FEET SOUTH OF THE CENTER OF DRIVE AND 1 1/2 FEET
 HY1841'NORTH OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE
 HY1841'MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 1 INCH AND STAMPED
 HY1841'I-64 T-82 NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1846 ***********************************************************************
 HY1846  DESIGNATION -  I64 T 83
 HY1846  PID         -  HY1846
 HY1846  STATE/COUNTY-  KY/BATH
 HY1846  USGS QUAD   -  COLFAX (1975)
 HY1846
 HY1846                         *CURRENT SURVEY CONTROL
 HY1846  ___________________________________________________________________
 HY1846* NAD 83(1993)-  38 09 41.48244(N)    083 38 20.23037(W)     ADJUSTED  
 HY1846* NAVD 88     -       224.685  (meters)     737.15   (feet)  ADJUSTED  
 HY1846  ___________________________________________________________________
 HY1846  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 HY1846  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HY1846  DYNAMIC HT  -         224.529 (meters)     736.64  (feet)  COMP
 HY1846  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 HY1846
 HY1846  HORZ ORDER  -  SECOND
 HY1846  VERT ORDER  -  SECOND    CLASS 0
 HY1846
 HY1846.The horizontal coordinates were established by classical geodetic methods
 HY1846.and adjusted by the National Geodetic Survey in December 1995..
 HY1846
 HY1846.The orthometric height was determined by differential leveling
 HY1846.and adjusted by the National Geodetic Survey in June 1991..
 HY1846
 HY1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1846
 HY1846.The geoid height was determined by GEOID03.
 HY1846
 HY1846.The dynamic height is computed by dividing the NAVD 88
 HY1846.geopotential number by the normal gravity value computed on the
 HY1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1846.degrees latitude (g = 980.6199 gals.).
 HY1846
 HY1846.The modeled gravity was interpolated from observed gravity values.
 HY1846
 HY1846;                    North         East     Units Scale Factor Converg.
 HY1846;SPC KY1Z     - 1,204,990.380 1,684,979.957   MT  0.99991728   +1 17 46.0
 HY1846;SPC KY1Z     - 3,953,372.61  5,528,138.41   sFT  0.99991728   +1 17 46.0
 HY1846;SPC KY N     -    73,604.345   553,550.177   MT  0.99997624   +0 22 48.4
 HY1846;SPC KY N     -   241,483.59  1,816,105.87   sFT  0.99997624   +0 22 48.4
 HY1846;UTM  17      - 4,227,027.743   268,796.577   MT  1.00025839   -1 37 52.6
 HY1846
 HY1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1846!SPC KY1Z     -   0.99996987  x   0.99991728  =   0.99988715
 HY1846!SPC KY N     -   0.99996987  x   0.99997624  =   0.99994611
 HY1846!UTM  17      -   0.99996987  x   1.00025839  =   1.00022825
 HY1846
 HY1846:                Primary Azimuth Mark                     Grid Az
 HY1846:SPC KY1Z     -  I64 T 83 AZ MK                           101 54 44.6
 HY1846:SPC KY N     -  I64 T 83 AZ MK                           102 49 42.2
 HY1846:UTM  17      -  I64 T 83 AZ MK                           104 50 23.2
 HY1846
 HY1846|---------------------------------------------------------------------|
 HY1846| PID    Reference Object                     Distance      Geod. Az  |
 HY1846|                                                           dddmmss.s |
 HY1846| HY1848 I64 T 83 AZ MK                                     1031230.6 |
 HY1846| HY1845 I64 T 83 RM 1                        22.017 METERS 24321     |
 HY1846| HY1847 I64 T 83 RM 2                        20.838 METERS 33557     |
 HY1846|---------------------------------------------------------------------|
 HY1846
 HY1846                          SUPERSEDED SURVEY CONTROL
 HY1846
 HY1846  NAD 83(1986)-  38 09 41.48801(N)    083 38 20.23600(W) AD(       ) 2
 HY1846  NAD 27      -  38 09 41.20220(N)    083 38 20.54070(W) AD(       ) 2
 HY1846  NGVD 29 (??/??/92)  224.841  (m)          737.67   (f) ADJ UNCH    2 0
 HY1846
 HY1846.Superseded values are not recommended for survey control.
 HY1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1846.See file dsdata.txt to determine how the superseded data were derived.
 HY1846
 HY1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6879727028(NAD 83)
 HY1846_MARKER: DD = SURVEY DISK
 HY1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1846_STAMPING: I-64 T-83 1963
 HY1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1846+STABILITY: SURFACE MOTION
 HY1846
 HY1846  HISTORY     - Date     Condition        Report By
 HY1846  HISTORY     - 1963     MONUMENTED       PAS
 HY1846  HISTORY     - 1963     GOOD             PAS
 HY1846
 HY1846                          STATION DESCRIPTION
 HY1846
 HY1846'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HY1846'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF SALT LICK AND ABOUT 7
 HY1846'MILES EAST OF OWINGSVILLE.  IT IS IN AN OPEN PASTURE ON LAND OWNED
 HY1846'BY MRS. M.J. TERRY.
 HY1846'
 HY1846'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.60 AND
 HY1846'STATE HIGHWAY NO.211 IN SALT LICK, GO WEST ON HIGHWAYS 60 AND 211 FOR
 HY1846'0.8 MILE TO T ROAD RIGHT.  TURN RIGHT AND GO NORTH ON STATE
 HY1846'HIGHWAY NO.211 FOR 2.4 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST
 HY1846'ON GRAVEL ROAD FOR 0.65 MILE TO AZIMUTH MARK ON THE RIGHT.
 HY1846'CONTINUE AHEAD ON GRAVEL ROAD FOR 0.25 MILE TO A T ROAD RIGHT AT
 HY1846'HEDRICK CHURCH.  TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 0.1
 HY1846'MILE TO STATION ON RIGHT.
 HY1846'
 HY1846'STATION MARK IS LOCATED 110 FEET EAST SOUTHEAST AND ACROSS ROAD FROM
 HY1846'A 1 STORY ASBESTOS SIDING HOUSE, 100 FEET SOUTH OF WIRE FENCE AND 67
 HY1846'FEET EAST OF THE CENTER OF GRAVEL ROAD.  THE MARK IS FLUSH AND THE
 HY1846'DISK IS STAMPED I64 T83 1963.
 HY1846'
 HY1846'REFERENCE MARK NO.1 IS SOUTHWEST OF STATION, 17 FEET EAST OF THE
 HY1846'CENTER OF GRAVEL ROAD, 7-1/2 FEET NORTH OF A 12 INCH OAK TREE, 1.7
 HY1846'FEET EAST OF METAL WITNESS POST AND SIGN AND 1-1/2 FEET EAST OF WIRE
 HY1846'FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I64 T83
 HY1846'NO.1 1963.
 HY1846'
 HY1846'REFERENCE MARK NO.2 IS NORTHWEST OF STATION, 39 FEET SOUTH OF FENCE
 HY1846'CORNER, 17 FEET EAST OF THE CENTER OF GRAVEL ROAD, 10-1/2 FEET SOUTH
 HY1846'OF 15 INCH OAK TREE AND 1-1/2 FEET EAST OF WIRE FENCE.  THE MARK IS
 HY1846'FLUSH AND THE DISK IS STAMPED I64 T83 NO.2 1963.
 HY1846'
 HY1846'AZIMUTH MARK IS ABOUT 0.25 MILE EAST OF STATION, ABOUT 165 FEET NORTH
 HY1846'OF THE CENTER OF GRAVEL ROAD, ABOUT 155 FEET SOUTH OF THE SOUTHWEST
 HY1846'CORNER OF MRS. TERRYS RESIDENCE, 6-1/2 FEET NORTHWEST OF FENCE
 HY1846'CORNER, 1.7 FEET SOUTH OF METAL WITNESS POST AND SIGN AND 1.2 FEET
 HY1846'WEST OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64
 HY1846'T83 1963.
 HY1846'
 HY1846'SURFACE UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY1846'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY1846'
 HY1846'HEIGHT OF LIGHT ABOVE STATION MARK 15.36 METERS.
 HY1846
 HY1846                          STATION RECOVERY (1963)
 HY1846
 HY1846'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1846'4.2 MI NW FROM SALT LICK.
 HY1846'0.8 MILE WEST ALONG U.S. HIGHWAY NO. 60 AND STATE HIGHWAY NO. 211
 HY1846'FROM THE JUNCTION OF HIGHWAYS 60 AND 211 AT SALT LICK, THENCE
 HY1846'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY NO. 211 TO A CROSSROAD,
 HY1846'THENCE ABOUT 0.9 MILE WEST ALONG A GRAVEL ROAD TO A T-ROAD RIGHT
 HY1846'AT HEDRICK CHURCH, THENCE ABOUT 0.1 MILE NORTH ALONG GRAVEL ROAD,
 HY1846'ABOUT 110 FEET EAST-SOUTHEAST AND ACROSS ROAD FROM A 1 STORY
 HY1846'ASBESTOS SIDING HOUSE, 100 FEET SOUTH OF WIRE FENCE AND 67 FEET
 HY1846'EAST OF THE CENTER OF ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1846'SURVEY DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND
 HY1846'STAMPED I-64 T-83 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1848 ***********************************************************************
 HY1848  DESIGNATION -  I64 T 83 AZ MK
 HY1848  PID         -  HY1848
 HY1848  STATE/COUNTY-  KY/BATH
 HY1848  USGS QUAD   -  COLFAX (1975)
 HY1848
 HY1848                         *CURRENT SURVEY CONTROL
 HY1848  ___________________________________________________________________
 HY1848* NAD 83(1986)-  38 09 38.     (N)    083 38 04.     (W)     SCALED    
 HY1848* NAVD 88     -       218.744  (meters)     717.66   (feet)  ADJUSTED  
 HY1848  ___________________________________________________________________
 HY1848  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HY1848  DYNAMIC HT  -         218.593 (meters)     717.17  (feet)  COMP
 HY1848  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 HY1848
 HY1848  VERT ORDER  -  SECOND    CLASS 0
 HY1848
 HY1848.The horizontal coordinates were scaled from a topographic map and have
 HY1848.an estimated accuracy of +/- 6 seconds.
 HY1848
 HY1848.The orthometric height was determined by differential leveling
 HY1848.and adjusted by the National Geodetic Survey in June 1991..
 HY1848
 HY1848.The geoid height was determined by GEOID03.
 HY1848
 HY1848.The dynamic height is computed by dividing the NAVD 88
 HY1848.geopotential number by the normal gravity value computed on the
 HY1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1848.degrees latitude (g = 980.6199 gals.).
 HY1848
 HY1848.The modeled gravity was interpolated from observed gravity values.
 HY1848
 HY1848;                    North         East    Units  Estimated Accuracy
 HY1848;SPC KY1Z     - 1,204,890.    1,685,380.      MT  (+/- 180 meters Scaled)
 HY1848
 HY1848                          SUPERSEDED SURVEY CONTROL
 HY1848
 HY1848  NGVD 29 (??/??/92)  218.900  (m)          718.17   (f) ADJ UNCH    2 0
 HY1848
 HY1848.Superseded values are not recommended for survey control.
 HY1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1848.See file dsdata.txt to determine how the superseded data were derived.
 HY1848
 HY1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC691269(NAD 83)
 HY1848_MARKER: DZ = AZIMUTH MARK DISK
 HY1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1848_STAMPING: I-64 T-83 1963
 HY1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1848+STABILITY: SURFACE MOTION
 HY1848
 HY1848  HISTORY     - Date     Condition        Report By
 HY1848  HISTORY     - 1963     MONUMENTED       KYHD
 HY1848
 HY1848                          STATION DESCRIPTION
 HY1848
 HY1848'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 HY1848'4.2 MI NW FROM SALT LICK.
 HY1848'0.8 MILE WEST ALONG U.S. HIGHWAY NO. 60 AND STATE HIGHWAY NO. 211
 HY1848'FROM THE JUNCTION OF HIGHWAYS 60 AND 211 AT SALT LICK, THENCE ABOUT
 HY1848'2.4 MILES NORTH ALONG STATE HIGHWAY NO. 211 TO A CROSSROAD, THENCE
 HY1848'ABOUT 0.65 MILE WEST ALONG A GRAVEL ROAD, ABOUT 165 FEET NORTH
 HY1848'OF THE CENTER OF GRAVEL ROAD, ABOUT 155 FEET SOUTH OF THE SOUTHWEST
 HY1848'CORNER OF MRS. M.J. TERRYS RESIDENCE, 6 1/2 FEET NORTHWEST OF
 HY1848'FENCE CORNER, 1.7 FEET SOUTH OF METAL WITNESS POST AND SIGN AND
 HY1848'1.2 FEET WEST OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1848'AZIMUTH MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND
 HY1848'AND STAMPED I-64 T-83 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1845 ***********************************************************************
 HY1845  DESIGNATION -  I64 T 83 RM 1
 HY1845  PID         -  HY1845
 HY1845  STATE/COUNTY-  KY/BATH
 HY1845  USGS QUAD   -  COLFAX (1975)
 HY1845
 HY1845                         *CURRENT SURVEY CONTROL
 HY1845  ___________________________________________________________________
 HY1845* NAD 83(1986)-  38 09 41.     (N)    083 38 20.     (W)     SCALED    
 HY1845* NAVD 88     -       224.753  (meters)     737.38   (feet)  ADJUSTED  
 HY1845  ___________________________________________________________________
 HY1845  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HY1845  DYNAMIC HT  -         224.598 (meters)     736.87  (feet)  COMP
 HY1845  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 HY1845
 HY1845  VERT ORDER  -  SECOND    CLASS 0
 HY1845
 HY1845.The horizontal coordinates were scaled from a topographic map and have
 HY1845.an estimated accuracy of +/- 6 seconds.
 HY1845
 HY1845.The orthometric height was determined by differential leveling
 HY1845.and adjusted by the National Geodetic Survey in June 1991..
 HY1845
 HY1845.The geoid height was determined by GEOID03.
 HY1845
 HY1845.The dynamic height is computed by dividing the NAVD 88
 HY1845.geopotential number by the normal gravity value computed on the
 HY1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1845.degrees latitude (g = 980.6199 gals.).
 HY1845
 HY1845.The modeled gravity was interpolated from observed gravity values.
 HY1845
 HY1845;                    North         East    Units  Estimated Accuracy
 HY1845;SPC KY1Z     - 1,204,980.    1,684,990.      MT  (+/- 180 meters Scaled)
 HY1845
 HY1845                          SUPERSEDED SURVEY CONTROL
 HY1845
 HY1845  NGVD 29 (??/??/92)  224.910  (m)          737.89   (f) ADJ UNCH    2 0
 HY1845
 HY1845.Superseded values are not recommended for survey control.
 HY1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1845.See file dsdata.txt to determine how the superseded data were derived.
 HY1845
 HY1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC688270(NAD 83)
 HY1845_MARKER: DR = REFERENCE MARK DISK
 HY1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1845_STAMPING: I-64 T-83 NO 1 1963
 HY1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1845+STABILITY: SURFACE MOTION
 HY1845
 HY1845  HISTORY     - Date     Condition        Report By
 HY1845  HISTORY     - 1963     MONUMENTED       PAS
 HY1845
 HY1845                          STATION DESCRIPTION
 HY1845
 HY1845'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1845'4.2 MI NW FROM SALT LICK.
 HY1845'0.8 MILE WEST ALONG U.S. HIGHWAY NO. 60 AND STATE HIGHWAY NO. 211
 HY1845'FROM THE JUNCTION OF HIGHWAYS 60 AND 211 AT SALT LICK, THENCE ABOUT
 HY1845'2.4 MILES NORTH ALONG STATE HIGHWAY NO. 211 TO A CROSSROAD, THENCE
 HY1845'ABOUT 0.9 MILE WEST ALONG A GRAVEL ROAD TO T-ROAD RIGHT AT HEDRICK
 HY1845'CHURCH, THENCE ABOUT 0.1 MILE NORTH ALONG GRAVEL ROAD, 17 FEET
 HY1845'EAST OF THE CENTER OF ROAD, 7 1/2 FEET NORTH OF A 12-INCH OAK TREE,
 HY1845'1.7 FEET EAST OF METAL WITNESS POST AND SIGN AND 1 1/2 FEET EAST
 HY1845'OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK
 HY1845'DISK SET IN TOP OF CONCRETE POST PROJECTING 1 INCH AND STAMPED
 HY1845'I-64 T-83 NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1847 ***********************************************************************
 HY1847  DESIGNATION -  I64 T 83 RM 2
 HY1847  PID         -  HY1847
 HY1847  STATE/COUNTY-  KY/BATH
 HY1847  USGS QUAD   -  COLFAX (1975)
 HY1847
 HY1847                         *CURRENT SURVEY CONTROL
 HY1847  ___________________________________________________________________
 HY1847* NAD 83(1986)-  38 09 41.     (N)    083 38 20.     (W)     SCALED    
 HY1847* NAVD 88     -       224.532  (meters)     736.65   (feet)  ADJUSTED  
 HY1847  ___________________________________________________________________
 HY1847  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HY1847  DYNAMIC HT  -         224.377 (meters)     736.14  (feet)  COMP
 HY1847  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 HY1847
 HY1847  VERT ORDER  -  SECOND    CLASS 0
 HY1847
 HY1847.The horizontal coordinates were scaled from a topographic map and have
 HY1847.an estimated accuracy of +/- 6 seconds.
 HY1847
 HY1847.The orthometric height was determined by differential leveling
 HY1847.and adjusted by the National Geodetic Survey in June 1991..
 HY1847
 HY1847.The geoid height was determined by GEOID03.
 HY1847
 HY1847.The dynamic height is computed by dividing the NAVD 88
 HY1847.geopotential number by the normal gravity value computed on the
 HY1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1847.degrees latitude (g = 980.6199 gals.).
 HY1847
 HY1847.The modeled gravity was interpolated from observed gravity values.
 HY1847
 HY1847;                    North         East    Units  Estimated Accuracy
 HY1847;SPC KY1Z     - 1,204,980.    1,684,990.      MT  (+/- 180 meters Scaled)
 HY1847
 HY1847                          SUPERSEDED SURVEY CONTROL
 HY1847
 HY1847  NGVD 29 (??/??/92)  224.689  (m)          737.17   (f) ADJ UNCH    2 0
 HY1847
 HY1847.Superseded values are not recommended for survey control.
 HY1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1847.See file dsdata.txt to determine how the superseded data were derived.
 HY1847
 HY1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC688270(NAD 83)
 HY1847_MARKER: DR = REFERENCE MARK DISK
 HY1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1847_STAMPING: I-64 T-83 NO 2 1963
 HY1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1847+STABILITY: SURFACE MOTION
 HY1847
 HY1847  HISTORY     - Date     Condition        Report By
 HY1847  HISTORY     - 1963     MONUMENTED       PAS
 HY1847
 HY1847                          STATION DESCRIPTION
 HY1847
 HY1847'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1847'4.2 MI NW FROM SALT LICK.
 HY1847'0.8 MILE WEST ALONG U.S. HIGHWAY NO. 60 AND STATE HIGHWAY NO. 211
 HY1847'FROM THE JUNCTION OF HIGHWAYS NO. 60 AND 211 AT SALT LICK, THENCE
 HY1847'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY NO. 211 TO A CROSSROAD,
 HY1847'THENCE ABOUT 0.9 MILE WEST ALONG A GRAVEL ROAD TO A T-ROAD RIGHT AT
 HY1847'HEDRICK CHURCH, THENCE ABOUT 0.1 MILE NORTH ALONG GRAVEL ROAD,
 HY1847'39 FEET SOUTH OF FENCE CORNER, 17 FEET EAST OF THE CENTER OF ROAD,
 HY1847'10 1/2 FEET SOUTH OF A 15-INCH OAK TREE AND 1 1/2 FEET EAST OF
 HY1847'WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK
 HY1847'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 T-83
 HY1847'NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2427 ***********************************************************************
 HY2427  DESIGNATION -  I64 T 84
 HY2427  PID         -  HY2427
 HY2427  STATE/COUNTY-  KY/BATH
 HY2427  USGS QUAD   -  SALT LICK (1975)
 HY2427
 HY2427                         *CURRENT SURVEY CONTROL
 HY2427  ___________________________________________________________________
 HY2427* NAD 83(1993)-  38 07 08.56204(N)    083 36 02.76929(W)     ADJUSTED  
 HY2427* NAVD 88     -       290.2    (meters)     952.     (feet)  VERTCON   
 HY2427  ___________________________________________________________________
 HY2427  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 HY2427  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HY2427
 HY2427  HORZ ORDER  -  SECOND
 HY2427
 HY2427.The horizontal coordinates were established by classical geodetic methods
 HY2427.and adjusted by the National Geodetic Survey in December 1995..
 HY2427
 HY2427.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2427
 HY2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2427
 HY2427.The geoid height was determined by GEOID03.
 HY2427
 HY2427;                    North         East     Units Scale Factor Converg.
 HY2427;SPC KY1Z     - 1,200,353.391 1,688,433.771   MT  0.99991388   +1 19 10.4
 HY2427;SPC KY1Z     - 3,938,159.42  5,539,469.80   sFT  0.99991388   +1 19 10.4
 HY2427;SPC KY N     -    68,912.450   556,929.646   MT  0.99998044   +0 24 13.9
 HY2427;SPC KY N     -   226,090.26  1,827,193.35   sFT  0.99998044   +0 24 13.9
 HY2427;UTM  17      - 4,222,218.861   272,010.216   MT  1.00024022   -1 36 22.1
 HY2427
 HY2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2427!SPC KY1Z     -   0.99995957  x   0.99991388  =   0.99987345
 HY2427!SPC KY N     -   0.99995957  x   0.99998044  =   0.99994001
 HY2427!UTM  17      -   0.99995957  x   1.00024022  =   1.00019978
 HY2427
 HY2427|---------------------------------------------------------------------|
 HY2427| PID    Reference Object                     Distance      Geod. Az  |
 HY2427|                                                           dddmmss.s |
 HY2427| DC2337 I64 T 84 RM 1                        17.439 METERS 15508     |
 HY2427| DC2338 I64 T 84 RM 2                        19.369 METERS 24229     |
 HY2427| HY1846 I64 T 83                            APPROX. 5.8 KM 3243821.8 |
 HY2427|---------------------------------------------------------------------|
 HY2427
 HY2427                          SUPERSEDED SURVEY CONTROL
 HY2427
 HY2427  NAD 83(1986)-  38 07 08.56688(N)    083 36 02.77455(W) AD(       ) 2
 HY2427  NAD 27      -  38 07 08.27820(N)    083 36 03.08140(W) AD(       ) 2
 HY2427  NGVD 29 (07/19/86)  290.4    (m)          953.     (f) VERT ANG       
 HY2427
 HY2427.Superseded values are not recommended for survey control.
 HY2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2427.See file dsdata.txt to determine how the superseded data were derived.
 HY2427
 HY2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC7201022219(NAD 83)
 HY2427_MARKER: DD = SURVEY DISK
 HY2427_SETTING: 0 = UNSPECIFIED SETTING
 HY2427
 HY2427  HISTORY     - Date     Condition        Report By
 HY2427  HISTORY     - 1963     MONUMENTED       PAS
 HY2427
 HY2427                          STATION DESCRIPTION
 HY2427
 HY2427'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HY2427'STATION IS LOCATED ABOUT 1 MILE EAST OF SALT LICK AND ABOUT 11-1/2
 HY2427'MILES SOUTHWEST OF MOREHEAD.  IT IS IN AN OPEN PASTURE ON LAND OWNED
 HY2427'BY MR. ELBERT ALFREY.  MARK IS APPROXIMATELY 100 FEET EAST OF THE
 HY2427'HIGHEST POINT OF RIDGE AND IS DIRECTLY UNDERNEATH A POWER
 HY2427'TRANSMISSION LINE.
 HY2427'
 HY2427'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.60 AND
 HY2427'STATE HIGHWAY NO.211 IN SALT LICK, GO EAST ON U.S. HIGHWAY 60 FOR 0.2
 HY2427'MILE TO A Y FORK.  TAKE RIGHT FORK ACROSS RAILROAD TRACKS AND
 HY2427'CONTINUE EAST ON BLACK TOP ROAD THAT PARALLES RAILROAD FOR 0.75 MILE
 HY2427'TO A DRIVE RIGHT TO MR. ALFREYS RESIDENCE.  TURN RIGHT AND GO SOUTH
 HY2427'ON DRIVE FOR 0.1 MILE TO BARN ON RIGHT AND END OF TRUCK TRAVEL.
 HY2427'FROM THIS POINT FOLLOW OLD FARM ROAD SOUTHWEST FOR 0.25 MILE TO
 HY2427'POWER TRANSMISSION LINE ON TOP OF RIDGE AND STATION.
 HY2427'
 HY2427'STATION MARK IS LOCATED 64 FEET NORTHWEST OF A 6 INCH HICKORY TREE
 HY2427'AND 57-1/2 FEET SOUTHWEST OF TRANSMISSION POLE 242.  THE MARK
 HY2427'PROJECTS 1 INCH AND THE DISK IS STAMPED I64 T84 1963.
 HY2427'
 HY2427'REFERENCE MARK NO.1 IS SOUTHEAST OF STATION, AT THE NORTHWEST EDGE OF
 HY2427'WOODS LINE, 11-1/2 FEET WEST OF A 6 INCH HICKORY TREE.  THE MARK IS
 HY2427'FLUSH AND THE DISK IS STAMPED I64 T84 NO.1 1963.
 HY2427'
 HY2427'REFERENCE MARK NO.2 IS SOUTHWEST OF STATION, ABOUT 202 FEET NORTHEAST
 HY2427'OF TRANSMISSION POLE NO 243 AND ABOUT 50 FEET NORTHWEST OF NORTHWEST
 HY2427'EDGE OF WOODS.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 HY2427'I64 T84 NO.2 1963.
 HY2427'
 HY2427'NO SUITABLE PLACE FOR AZIMUTH MARK AT THIS STATION.
 HY2427'
 HY2427'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 HY2427'HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY2427'
 HY2427'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1861 ***********************************************************************
 HY1861  DESIGNATION -  I64 T 85
 HY1861  PID         -  HY1861
 HY1861  STATE/COUNTY-  KY/ROWAN
 HY1861  USGS QUAD   -  FARMERS (1975)
 HY1861
 HY1861                         *CURRENT SURVEY CONTROL
 HY1861  ___________________________________________________________________
 HY1861* NAD 83(1993)-  38 10 56.69012(N)    083 32 41.33818(W)     ADJUSTED  
 HY1861* NAVD 88     -       299.328  (meters)     982.05   (feet)  ADJUSTED  
 HY1861  ___________________________________________________________________
 HY1861  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 HY1861  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HY1861  DYNAMIC HT  -         299.121 (meters)     981.37  (feet)  COMP
 HY1861  MODELED GRAV-     979,931.7   (mgal)                       NAVD 88
 HY1861
 HY1861  HORZ ORDER  -  SECOND
 HY1861  VERT ORDER  -  SECOND    CLASS 0
 HY1861
 HY1861.The horizontal coordinates were established by classical geodetic methods
 HY1861.and adjusted by the National Geodetic Survey in December 1995..
 HY1861
 HY1861.The orthometric height was determined by differential leveling
 HY1861.and adjusted by the National Geodetic Survey in June 1991..
 HY1861
 HY1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1861
 HY1861.The geoid height was determined by GEOID03.
 HY1861
 HY1861.The dynamic height is computed by dividing the NAVD 88
 HY1861.geopotential number by the normal gravity value computed on the
 HY1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1861.degrees latitude (g = 980.6199 gals.).
 HY1861
 HY1861.The modeled gravity was interpolated from observed gravity values.
 HY1861
 HY1861;                    North         East     Units Scale Factor Converg.
 HY1861;SPC KY1Z     - 1,207,499.196 1,693,172.374   MT  0.99991916   +1 21 14.0
 HY1861;SPC KY1Z     - 3,961,603.61  5,555,016.36   sFT  0.99991916   +1 21 14.0
 HY1861;SPC KY N     -    75,982.065   561,782.108   MT  0.99997437   +0 26 19.2
 HY1861;SPC KY N     -   249,284.49  1,843,113.47   sFT  0.99997437   +0 26 19.2
 HY1861;UTM  17      - 4,229,115.537   277,109.067   MT  1.00021189   -1 34 25.6
 HY1861
 HY1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1861!SPC KY1Z     -   0.99995814  x   0.99991916  =   0.99987731
 HY1861!SPC KY N     -   0.99995814  x   0.99997437  =   0.99993252
 HY1861!UTM  17      -   0.99995814  x   1.00021189  =   1.00017003
 HY1861
 HY1861|---------------------------------------------------------------------|
 HY1861| PID    Reference Object                     Distance      Geod. Az  |
 HY1861|                                                           dddmmss.s |
 HY1861| HY1862 I64 T 85 RM 1                        21.493 METERS 02926     |
 HY1861| HY1863 I64 T 85 RM 2                        15.085 METERS 14850     |
 HY1861| HY1860 I64 T 85 AZ MK                                     1881837.4 |
 HY1861|---------------------------------------------------------------------|
 HY1861
 HY1861                          SUPERSEDED SURVEY CONTROL
 HY1861
 HY1861  NAD 83(1986)-  38 10 56.69611(N)    083 32 41.34333(W) AD(       ) 2
 HY1861  NAD 27      -  38 10 56.41090(N)    083 32 41.66120(W) AD(       ) 2
 HY1861  NGVD 29 (??/??/92)  299.486  (m)          982.56   (f) ADJ UNCH    2 0
 HY1861
 HY1861.Superseded values are not recommended for survey control.
 HY1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1861.See file dsdata.txt to determine how the superseded data were derived.
 HY1861
 HY1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC7710929116(NAD 83)
 HY1861_MARKER: DD = SURVEY DISK
 HY1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1861_STAMPING: I-64 T-85 1963
 HY1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1861+STABILITY: SURFACE MOTION
 HY1861
 HY1861  HISTORY     - Date     Condition        Report By
 HY1861  HISTORY     - 1963     MONUMENTED       PAS
 HY1861  HISTORY     - 1963     GOOD             PAS
 HY1861
 HY1861                          STATION DESCRIPTION
 HY1861
 HY1861'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HY1861'STATION IS LOCATED ABOUT 6 MILES WEST OF MOREHEAD AND ABOUT 6 MILES
 HY1861'NORTHEAST OF SALT LICK.  IT IS APPROXIMATELY IN THE CENTER OF RIGHT
 HY1861'OF WAY OF TENNESSEE GAS PIPE LINE COMPANY AND ON LAND OWNED BY MR.
 HY1861'CARL BREWER.
 HY1861'
 HY1861'TO REACH THE STATION FROM THE ROWAN COUNTY COURT HOUSE IN MOREHEAD,
 HY1861'GO SOUTHWEST ON U.S. HIGHWAY NO.60 FOR 7.75 MILES TO JUNCTION WITH
 HY1861'STATE HIGHWAY NO.801 AT FARMERS COMMUNITY.  TURN RIGHT AND GO NORTH
 HY1861'ON STATE HIGHWAY 801 FOR 3.1 MILES TO A GRAVEL ROAD RIGHT.  TURN
 HY1861'RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.75 MILE TO AN OLD FIELD ROAD
 HY1861'LEFT AND AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND FOLLOW FIELD
 HY1861'ROAD NORTH FOR 0.2 MILE TO HIGHEST POINT AND STATION.
 HY1861'
 HY1861'STATION MARK IS LOCATED 63 FEET SOUTHEAST OF FENCE CORNER, 23 FEET
 HY1861'NORTHEAST OF WIRE FENCE AND 1.8 FEET EAST OF METAL WITNESS POST AND
 HY1861'SIGN.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T85 1963.
 HY1861'
 HY1861'REFERENCE MARK NO.1 IS NORTH OF STATION AT THE NORTHWEST RIGHT OF WAY
 HY1861'FOR PIPE LINE, 68 FEET NORTHEAST OF FENCE CORNER AND 1.7 FEET
 HY1861'SOUTHEAST OF WIRE FENCE THE MARK PROJECTS 1 INCH AND THE DISK IS
 HY1861'STAMPED I64 T85 NO.1 1963.
 HY1861'
 HY1861'REFERENCE MARK NO.2 IS SOUTHEAST OF STATION AT THE SOUTH RIGHT OF WAY
 HY1861'FOR PIPE LINE, 40 FEET EAST OF WIRE FENCE AND 14 FEET NORTHEAST OF A
 HY1861'12 INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64
 HY1861'T85 NO.2 1963.
 HY1861'
 HY1861'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH OF STATION, 36 FEET SOUTHEAST OF
 HY1861'THE INTERSECTION OF ROAD AND FIELD ROAD NORTH, 13 FEET SOUTH OF THE
 HY1861'CENTER OF GRAVEL ROAD, 1.5 FEET WEST OF METAL WITNESS POST AND SIGN
 HY1861'AND 0.6 FEET SOUTH OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK
 HY1861'IS STAMPED I64 T85 1963.
 HY1861'
 HY1861'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY1861'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY1861'
 HY1861'HEIGHT OF LIGHT ABOVE STATION MARK 15.46 METERS.
 HY1861
 HY1861                          STATION RECOVERY (1963)
 HY1861
 HY1861'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1861'4 MI N FROM FARMERS.
 HY1861'3.0 MILES NORTH ALONG STATE HIGHWAY NO. 801 FROM THE POST OFFICE
 HY1861'AT FARMERS, THENCE ABOUT 0.75 MILES EAST ALONG A GRAVEL ROAD,
 HY1861'THENCE ABOUT 0.2 MILE NORTH ALONG FIELD ROAD, AT TOP OF HILL IN
 HY1861'PIPE LINE CLEARING, 63 FEET SOUTHEAST OF FENCE CORNER, 23 FEET
 HY1861'NORTHEAST OF WIRE FENCE AND 1.8 FEET EAST OF METAL WITNESS POST
 HY1861'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN
 HY1861'TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 T-85
 HY1861'1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1860 ***********************************************************************
 HY1860  DESIGNATION -  I64 T 85 AZ MK
 HY1860  PID         -  HY1860
 HY1860  STATE/COUNTY-  KY/ROWAN
 HY1860  USGS QUAD   -  FARMERS (1975)
 HY1860
 HY1860                         *CURRENT SURVEY CONTROL
 HY1860  ___________________________________________________________________
 HY1860* NAD 83(1986)-  38 10 55.     (N)    083 32 42.     (W)     SCALED    
 HY1860* NAVD 88     -       281.951  (meters)     925.03   (feet)  ADJUSTED  
 HY1860  ___________________________________________________________________
 HY1860  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HY1860  DYNAMIC HT  -         281.757 (meters)     924.40  (feet)  COMP
 HY1860  MODELED GRAV-     979,931.7   (mgal)                       NAVD 88
 HY1860
 HY1860  VERT ORDER  -  SECOND    CLASS 0
 HY1860
 HY1860.The horizontal coordinates were scaled from a topographic map and have
 HY1860.an estimated accuracy of +/- 6 seconds.
 HY1860
 HY1860.The orthometric height was determined by differential leveling
 HY1860.and adjusted by the National Geodetic Survey in June 1991..
 HY1860
 HY1860.The geoid height was determined by GEOID03.
 HY1860
 HY1860.The dynamic height is computed by dividing the NAVD 88
 HY1860.geopotential number by the normal gravity value computed on the
 HY1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1860.degrees latitude (g = 980.6199 gals.).
 HY1860
 HY1860.The modeled gravity was interpolated from observed gravity values.
 HY1860
 HY1860;                    North         East    Units  Estimated Accuracy
 HY1860;SPC KY1Z     - 1,207,450.    1,693,160.      MT  (+/- 180 meters Scaled)
 HY1860
 HY1860                          SUPERSEDED SURVEY CONTROL
 HY1860
 HY1860  NGVD 29 (??/??/92)  282.109  (m)          925.55   (f) ADJ UNCH    2 0
 HY1860
 HY1860.Superseded values are not recommended for survey control.
 HY1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1860.See file dsdata.txt to determine how the superseded data were derived.
 HY1860
 HY1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC770290(NAD 83)
 HY1860_MARKER: DZ = AZIMUTH MARK DISK
 HY1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1860_STAMPING: I-64 T-85 1963
 HY1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1860+STABILITY: SURFACE MOTION
 HY1860
 HY1860  HISTORY     - Date     Condition        Report By
 HY1860  HISTORY     - 1963     MONUMENTED       KYHD
 HY1860
 HY1860                          STATION DESCRIPTION
 HY1860
 HY1860'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 HY1860'3.8 MI N FROM FARMERS.
 HY1860'3.0 MILES NORTH ALONG STATE HIGHWAY NO. 801 FROM THE POST OFFICE
 HY1860'AT FARMERS, THENCE ABOUT 0.75 MILES EAST ALONG A GRAVEL ROAD,
 HY1860'36 FEET SOUTHEAST OF THE INTERSECTION OF ROAD AND FIELD ROAD
 HY1860'NORTH, 13 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 1 1/2
 HY1860'FEET WEST OF METAL WITNESS POST AND SIGN AND 0.6 FOOT SOUTH OF
 HY1860'WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK
 HY1860'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64
 HY1860'T-85 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1862 ***********************************************************************
 HY1862  DESIGNATION -  I64 T 85 RM 1
 HY1862  PID         -  HY1862
 HY1862  STATE/COUNTY-  KY/ROWAN
 HY1862  USGS QUAD   -  FARMERS (1975)
 HY1862
 HY1862                         *CURRENT SURVEY CONTROL
 HY1862  ___________________________________________________________________
 HY1862* NAD 83(1986)-  38 10 56.     (N)    083 32 42.     (W)     SCALED    
 HY1862* NAVD 88     -       299.322  (meters)     982.03   (feet)  ADJUSTED  
 HY1862  ___________________________________________________________________
 HY1862  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HY1862  DYNAMIC HT  -         299.116 (meters)     981.35  (feet)  COMP
 HY1862  MODELED GRAV-     979,931.7   (mgal)                       NAVD 88
 HY1862
 HY1862  VERT ORDER  -  SECOND    CLASS 0
 HY1862
 HY1862.The horizontal coordinates were scaled from a topographic map and have
 HY1862.an estimated accuracy of +/- 6 seconds.
 HY1862
 HY1862.The orthometric height was determined by differential leveling
 HY1862.and adjusted by the National Geodetic Survey in June 1991..
 HY1862
 HY1862.The geoid height was determined by GEOID03.
 HY1862
 HY1862.The dynamic height is computed by dividing the NAVD 88
 HY1862.geopotential number by the normal gravity value computed on the
 HY1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1862.degrees latitude (g = 980.6199 gals.).
 HY1862
 HY1862.The modeled gravity was interpolated from observed gravity values.
 HY1862
 HY1862;                    North         East    Units  Estimated Accuracy
 HY1862;SPC KY1Z     - 1,207,480.    1,693,160.      MT  (+/- 180 meters Scaled)
 HY1862
 HY1862                          SUPERSEDED SURVEY CONTROL
 HY1862
 HY1862  NGVD 29 (??/??/92)  299.481  (m)          982.55   (f) ADJ UNCH    2 0
 HY1862
 HY1862.Superseded values are not recommended for survey control.
 HY1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1862.See file dsdata.txt to determine how the superseded data were derived.
 HY1862
 HY1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC770290(NAD 83)
 HY1862_MARKER: DR = REFERENCE MARK DISK
 HY1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1862_STAMPING: I-64 T-85 NO 1 1963
 HY1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1862+STABILITY: SURFACE MOTION
 HY1862
 HY1862  HISTORY     - Date     Condition        Report By
 HY1862  HISTORY     - 1963     MONUMENTED       PAS
 HY1862
 HY1862                          STATION DESCRIPTION
 HY1862
 HY1862'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1862'4 MI N FROM FARMERS.
 HY1862'3.0 MILES NORTH ALONG STATE HIGHWAY NO. 801 FROM THE POST OFFICE
 HY1862'AT FARMERS, THENCE ABOUT 0.75 MILE EAST ALONG A GRAVEL ROAD,
 HY1862'THENCE ABOUT 0.2 MILE NORTH ALONG FIELD ROAD, AT TOP OF HILL IN
 HY1862'PIPE LINE CLEARING, 68 FEET NORTHEAST OF FENCE CORNER AND 1.7
 HY1862'FEET SOUTHEAST OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1862'REFERENCE MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 1
 HY1862'INCH AND STAMPED I-64 T-85 NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1863 ***********************************************************************
 HY1863  DESIGNATION -  I64 T 85 RM 2
 HY1863  PID         -  HY1863
 HY1863  STATE/COUNTY-  KY/ROWAN
 HY1863  USGS QUAD   -  FARMERS (1975)
 HY1863
 HY1863                         *CURRENT SURVEY CONTROL
 HY1863  ___________________________________________________________________
 HY1863* NAD 83(1986)-  38 10 56.     (N)    083 32 42.     (W)     SCALED    
 HY1863* NAVD 88     -       298.140  (meters)     978.15   (feet)  ADJUSTED  
 HY1863  ___________________________________________________________________
 HY1863  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HY1863  DYNAMIC HT  -         297.935 (meters)     977.48  (feet)  COMP
 HY1863  MODELED GRAV-     979,931.7   (mgal)                       NAVD 88
 HY1863
 HY1863  VERT ORDER  -  SECOND    CLASS 0
 HY1863
 HY1863.The horizontal coordinates were scaled from a topographic map and have
 HY1863.an estimated accuracy of +/- 6 seconds.
 HY1863
 HY1863.The orthometric height was determined by differential leveling
 HY1863.and adjusted by the National Geodetic Survey in June 1991..
 HY1863
 HY1863.The geoid height was determined by GEOID03.
 HY1863
 HY1863.The dynamic height is computed by dividing the NAVD 88
 HY1863.geopotential number by the normal gravity value computed on the
 HY1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1863.degrees latitude (g = 980.6199 gals.).
 HY1863
 HY1863.The modeled gravity was interpolated from observed gravity values.
 HY1863
 HY1863;                    North         East    Units  Estimated Accuracy
 HY1863;SPC KY1Z     - 1,207,480.    1,693,160.      MT  (+/- 180 meters Scaled)
 HY1863
 HY1863                          SUPERSEDED SURVEY CONTROL
 HY1863
 HY1863  NGVD 29 (??/??/92)  298.298  (m)          978.67   (f) ADJ UNCH    2 0
 HY1863
 HY1863.Superseded values are not recommended for survey control.
 HY1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1863.See file dsdata.txt to determine how the superseded data were derived.
 HY1863
 HY1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC770290(NAD 83)
 HY1863_MARKER: DR = REFERENCE MARK DISK
 HY1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1863_STAMPING: I-64 T-85 NO 2 1963
 HY1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1863+STABILITY: SURFACE MOTION
 HY1863
 HY1863  HISTORY     - Date     Condition        Report By
 HY1863  HISTORY     - 1963     MONUMENTED       PAS
 HY1863
 HY1863                          STATION DESCRIPTION
 HY1863
 HY1863'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1863'4 MI N FROM FARMERS.
 HY1863'3.0 MILES NORTH ALONG STATE HIGHWAY NO. 801 FROM THE POST OFFICE
 HY1863'AT FARMERS, THENCE ABOUT 0.75 MILE EAST ALONG A GRAVEL ROAD,
 HY1863'THENCE ABOUT 0.2 MILE NORTH ALONG FIELD ROAD, AT TOP OF HILL IN
 HY1863'PIPE LINE CLEARING, 40 FEET EAST OF WIRE FENCE AND 14 FEET
 HY1863'NORTHEAST OF A 12-INCH OAK TREE.  A KENTUCKY DEPARTMENT OF
 HY1863'HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE POST FLUSH
 HY1863'WITH GROUND AND STAMPED I-64 T-85 NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1866 ***********************************************************************
 HY1866  DESIGNATION -  I64 T 86 RM 1
 HY1866  PID         -  HY1866
 HY1866  STATE/COUNTY-  KY/ROWAN
 HY1866  USGS QUAD   -  FARMERS (1975)
 HY1866
 HY1866                         *CURRENT SURVEY CONTROL
 HY1866  ___________________________________________________________________
 HY1866* NAD 83(1986)-  38 11 22.     (N)    083 30 44.     (W)     SCALED    
 HY1866* NAVD 88     -       279.987  (meters)     918.59   (feet)  ADJUSTED  
 HY1866  ___________________________________________________________________
 HY1866  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HY1866  DYNAMIC HT  -         279.794 (meters)     917.96  (feet)  COMP
 HY1866  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 HY1866
 HY1866  VERT ORDER  -  SECOND    CLASS 0
 HY1866
 HY1866.The horizontal coordinates were scaled from a topographic map and have
 HY1866.an estimated accuracy of +/- 6 seconds.
 HY1866
 HY1866.The orthometric height was determined by differential leveling
 HY1866.and adjusted by the National Geodetic Survey in June 1991..
 HY1866
 HY1866.The geoid height was determined by GEOID03.
 HY1866
 HY1866.The dynamic height is computed by dividing the NAVD 88
 HY1866.geopotential number by the normal gravity value computed on the
 HY1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1866.degrees latitude (g = 980.6199 gals.).
 HY1866
 HY1866.The modeled gravity was interpolated from observed gravity values.
 HY1866
 HY1866;                    North         East    Units  Estimated Accuracy
 HY1866;SPC KY1Z     - 1,208,350.    1,696,010.      MT  (+/- 180 meters Scaled)
 HY1866
 HY1866                          SUPERSEDED SURVEY CONTROL
 HY1866
 HY1866  NGVD 29 (??/??/92)  280.145  (m)          919.11   (f) ADJ UNCH    2 0
 HY1866
 HY1866.Superseded values are not recommended for survey control.
 HY1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1866.See file dsdata.txt to determine how the superseded data were derived.
 HY1866
 HY1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC799298(NAD 83)
 HY1866_MARKER: DR = REFERENCE MARK DISK
 HY1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1866_STAMPING: I-64 T-86 NO 1 1963
 HY1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1866+STABILITY: SURFACE MOTION
 HY1866
 HY1866  HISTORY     - Date     Condition        Report By
 HY1866  HISTORY     - 1963     MONUMENTED       PAS
 HY1866
 HY1866                          STATION DESCRIPTION
 HY1866
 HY1866'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HY1866'6 MI W FROM MOREHEAD.
 HY1866'0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY NO. 60 FROM THE ROWAN
 HY1866'COUNTY COURT HOUSE AT MOREHEAD, THENCE ABOUT 3.3 MILES NORTHWEST
 HY1866'AND NORTH ALONG STATE HIGHWAY NO. 32 TO A GRAVEL ROAD LEFT JUST
 HY1866'BEYOND BRIDGE OVER NORTH FORK TRIPLETT CREEK, THENCE ABOUT 1.8
 HY1866'MILES WEST ALONG GRAVEL ROAD TO A Y-FORK, THENCE ABOUT 0.4 MILE
 HY1866'WEST ALONG DIRT ROAD TO A Y-FORK NEAR TOP OF HILL AT PIPE LINE
 HY1866'CROSSING, THENCE ABOUT 0.05 MILE NORTHWEST ALONG DIRT ROAD, 62
 HY1866'FEET EAST OF A 10-INCH PINE TREE, 16 FEET SOUTH OF A 6-INCH
 HY1866'OAK TREE IN FENCE LINE, 14 FEET WEST OF THE CENTER OF DIRT ROAD
 HY1866'AND 1 FOOT WEST OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1866'REFERENCE MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH
 HY1866'GROUND AND STAMPED I-64 T-86 NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1869 ***********************************************************************
 HY1869  DESIGNATION -  I64 T 86 RM 3
 HY1869  PID         -  HY1869
 HY1869  STATE/COUNTY-  KY/ROWAN
 HY1869  USGS QUAD   -  FARMERS (1975)
 HY1869
 HY1869                         *CURRENT SURVEY CONTROL
 HY1869  ___________________________________________________________________
 HY1869* NAD 83(1986)-  38 11 22.     (N)    083 30 43.     (W)     SCALED    
 HY1869* NAVD 88     -       279.91   (meters)     918.3    (feet)  RESET     
 HY1869  ___________________________________________________________________
 HY1869  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HY1869
 HY1869  VERT ORDER  -  THIRD
 HY1869
 HY1869.The horizontal coordinates were scaled from a topographic map and have
 HY1869.an estimated accuracy of +/- 6 seconds.
 HY1869
 HY1869.The orthometric height was computed from unverified reset data.
 HY1869.No vertical observational check was made to the station.
 HY1869
 HY1869.The geoid height was determined by GEOID03.
 HY1869
 HY1869;                    North         East    Units  Estimated Accuracy
 HY1869;SPC KY1Z     - 1,208,350.    1,696,030.      MT  (+/- 180 meters Scaled)
 HY1869
 HY1869                          SUPERSEDED SURVEY CONTROL
 HY1869
 HY1869  NGVD 29 (10/08/05)  280.07   (m)          918.9    (f) RESET       3  
 HY1869
 HY1869.Superseded values are not recommended for survey control.
 HY1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1869.See file dsdata.txt to determine how the superseded data were derived.
 HY1869
 HY1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC800298(NAD 83)
 HY1869_MARKER: DR = REFERENCE MARK DISK
 HY1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1869_STAMPING: I-64 T-86 1963 NO 3 1972
 HY1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1869+STABILITY: SURFACE MOTION
 HY1869
 HY1869  HISTORY     - Date     Condition        Report By
 HY1869  HISTORY     - 1972     MONUMENTED       NGS
 HY1869
 HY1869                          STATION DESCRIPTION
 HY1869
 HY1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HY1869'4 MI W FROM MOREHEAD.
 HY1869'THIS MARK IS LOCATED AT THE I64-T86 1963 TRAVERSE STATION SITE.
 HY1869'IT IS 116 FEET SOUTH-SOUTHEAST OF A FENCE CORNER POST, 109.10
 HY1869'FEET NORTHWEST OF I-64 T-86 NO. 4, 96.78 FEET NORTH-NORTHEAST
 HY1869'OF I-64 T-86 1963, 88 FEET EAST-SOUTHEAST OF AN 18-INCH PINE
 HY1869'TREE, 56 FEET SOUTH-SOUTHWEST AND ACROSS A GRADED ROAD FROM A
 HY1869'16-INCH WHITE OAK TREE, 25 FEET SOUTHWEST OF THE APPROXIMATE
 HY1869'CENTER OF A GRADED ROAD, 0.9 OF A FOOT SOUTH OF A METAL WITNESS
 HY1869'POST AND SIGN, AND DIRECTLY UNDER A FENCE LINE.  IT IS A STANDARD
 HY1869'REFERENCE MARK DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH,
 HY1869'CONCRETE MONUMENT AND THE DISK IS STAMPED I64-T86 1963 NO 3 1972.
 HY1869'AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM BENCH MARK I-64
 HY1869'T-86 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1870 ***********************************************************************
 HY1870  DESIGNATION -  I64 T 86 RM 4
 HY1870  PID         -  HY1870
 HY1870  STATE/COUNTY-  KY/ROWAN
 HY1870  USGS QUAD   -  FARMERS (1975)
 HY1870
 HY1870                         *CURRENT SURVEY CONTROL
 HY1870  ___________________________________________________________________
 HY1870* NAD 83(1986)-  38 11 22.     (N)    083 30 43.     (W)     SCALED    
 HY1870* NAVD 88     -       279.02   (meters)     915.4    (feet)  RESET     
 HY1870  ___________________________________________________________________
 HY1870  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HY1870
 HY1870  VERT ORDER  -  THIRD
 HY1870
 HY1870.The horizontal coordinates were scaled from a topographic map and have
 HY1870.an estimated accuracy of +/- 6 seconds.
 HY1870
 HY1870.The orthometric height was computed from unverified reset data.
 HY1870.No vertical observational check was made to the station.
 HY1870
 HY1870.The geoid height was determined by GEOID03.
 HY1870
 HY1870;                    North         East    Units  Estimated Accuracy
 HY1870;SPC KY1Z     - 1,208,350.    1,696,030.      MT  (+/- 180 meters Scaled)
 HY1870
 HY1870                          SUPERSEDED SURVEY CONTROL
 HY1870
 HY1870  NGVD 29 (10/08/05)  279.18   (m)          915.9    (f) RESET       3  
 HY1870
 HY1870.Superseded values are not recommended for survey control.
 HY1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1870.See file dsdata.txt to determine how the superseded data were derived.
 HY1870
 HY1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC800298(NAD 83)
 HY1870_MARKER: DR = REFERENCE MARK DISK
 HY1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1870_STAMPING: I-64-T86 1963 NO 4 1972
 HY1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1870+STABILITY: SURFACE MOTION
 HY1870
 HY1870  HISTORY     - Date     Condition        Report By
 HY1870  HISTORY     - 1972     MONUMENTED       NGS
 HY1870
 HY1870                          STATION DESCRIPTION
 HY1870
 HY1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HY1870'4 MI W FROM MOREHEAD.
 HY1870'THIS MARK IS LOCATED AT THE I64-T86 1963 TRAVERSE STATION SITE.
 HY1870'IT IS 109.10 FEET SOUTHEAST OF I-64 T-86 R.M. NO. 3, 100.47 FEET
 HY1870'EAST OF I-64 T-86 1963, 25 FEET SOUTHWEST OF THE APPROXIMATE
 HY1870'CENTER OF A GRADED ROAD, 1.0 FOOT NORTHWEST OF A METAL WITNESS
 HY1870'POST AND SIGN, AND DIRECTLY UNDER A FENCE LINE.  IT IS A STANDARD
 HY1870'REFERENCE MARK DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 HY1870'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED I64-T86 1963 NO
 HY1870'4 1972.  AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM BENCH
 HY1870'MARK I-64 T-86 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2387 ***********************************************************************
 HY2387  DESIGNATION -  I64 T 87
 HY2387  PID         -  HY2387
 HY2387  STATE/COUNTY-  KY/ROWAN
 HY2387  USGS QUAD   -  MOREHEAD (1978)
 HY2387
 HY2387                         *CURRENT SURVEY CONTROL
 HY2387  ___________________________________________________________________
 HY2387* NAD 83(1993)-  38 11 19.50117(N)    083 28 26.59614(W)     ADJUSTED  
 HY2387* NAVD 88     -       301.     (meters)     988.     (feet)  VERTCON   
 HY2387  ___________________________________________________________________
 HY2387  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 HY2387  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY2387
 HY2387  HORZ ORDER  -  SECOND
 HY2387
 HY2387.The horizontal coordinates were established by classical geodetic methods
 HY2387.and adjusted by the National Geodetic Survey in December 1995..
 HY2387
 HY2387.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2387
 HY2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2387
 HY2387.The geoid height was determined by GEOID03.
 HY2387
 HY2387;                    North         East     Units Scale Factor Converg.
 HY2387;SPC KY1Z     - 1,208,351.095 1,699,352.682   MT  0.99991976   +1 23 50.4
 HY2387;SPC KY1Z     - 3,964,398.55  5,575,292.92   sFT  0.99991976   +1 23 50.4
 HY2387;SPC KY N     -    76,735.209   567,975.569   MT  0.99997383   +0 28 57.7
 HY2387;SPC KY N     -   251,755.43  1,863,433.18   sFT  0.99997383   +0 28 57.7
 HY2387;UTM  17      - 4,229,650.818   283,326.531   MT  1.00017823   -1 31 48.7
 HY2387
 HY2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2387!SPC KY1Z     -   0.99995790  x   0.99991976  =   0.99987766
 HY2387!SPC KY N     -   0.99995790  x   0.99997383  =   0.99993173
 HY2387!UTM  17      -   0.99995790  x   1.00017823  =   1.00013612
 HY2387
 HY2387|---------------------------------------------------------------------|
 HY2387| PID    Reference Object                     Distance      Geod. Az  |
 HY2387|                                                           dddmmss.s |
 HY2387| DC2339 I64 T 87 RM 1                        12.851 METERS 12536     |
 HY2387| DC2340 I64 T 87 RM 2                        10.688 METERS 25739     |
 HY2387| HY1665 I64 T 87 AZ MK                                     3454025.9 |
 HY2387|---------------------------------------------------------------------|
 HY2387
 HY2387                          SUPERSEDED SURVEY CONTROL
 HY2387
 HY2387  NAD 83(1986)-  38 11 19.50802(N)    083 28 26.60276(W) AD(       ) 2
 HY2387  NAD 27      -  38 11 19.21580(N)    083 28 26.92990(W) AD(       ) 2
 HY2387  NGVD 29 (07/19/86)  301.     (m)          988.     (f) VERT ANG       
 HY2387
 HY2387.Superseded values are not recommended for survey control.
 HY2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2387.See file dsdata.txt to determine how the superseded data were derived.
 HY2387
 HY2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8332729651(NAD 83)
 HY2387_MARKER: DD = SURVEY DISK
 HY2387_SETTING: 0 = UNSPECIFIED SETTING
 HY2387
 HY2387  HISTORY     - Date     Condition        Report By
 HY2387  HISTORY     - 1963     MONUMENTED       PAS
 HY2387
 HY2387                          STATION DESCRIPTION
 HY2387
 HY2387'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HY2387'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF MOREHEAD.  IT IS ON THE
 HY2387'HIGHEST POINT OF A HILL AT A PROPERTY LINE FENCE SEPARATING MRS. IDA
 HY2387'WHITT AND GLENNIS FRALEY PROPERTIES.
 HY2387'
 HY2387'TO REACH THE STATION FROM THE ROWAN COUNTY COURT HOUSE IN MOREHEAD,
 HY2387'GO SOUTHWEST ON U.S. HIGHWAY NO.60 FOR 0.5 MILE TO THE JUNCTION OF
 HY2387'STATE HIGHWAY NO.32.  TURN RIGHT AND GO NORTHWEST ON HIGHWAY NO.32
 HY2387'FOR 2.35 MILES TO PROPERTY LINE FENCE ON THE RIGHT ACROSS HIGHWAY
 HY2387'FROM A BLACK TOP ROAD LEADING SOUTHWEST TO THE PINE CREST CHILDRENS
 HY2387'HOME.  FROM THIS POINT FOLLOW PROPERTY LINE FENCE NORTHEAST FOR
 HY2387'APPROXIMATELY 800 FEET TO TOP OF HILL AND STATION.
 HY2387'
 HY2387'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD ON HIGHWAY
 HY2387'NO.32 FOR 1.15 MILES TO MARK ON THE RIGHT.
 HY2387'
 HY2387'STATION MARK IS LOCATED 38 FEET NORTHWEST OF A 12 INCH WHITE OAK
 HY2387'TREE, 8 FEET NORTHEAST OF AN 8 INCH CRESTNUT OAK TREE, 4 FEET
 HY2387'SOUTHWEST OF FENCE CORNER AND 3.3 FEET SOUTHWEST OF METAL WITNESS
 HY2387'POST AND SIGN.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T87
 HY2387'1963.
 HY2387'
 HY2387'REFERENCE MARK NO.1 IS SOUTHEAST OF STATION, 43 FEET NORTHWEST OF A
 HY2387'14 INCH WHITE OAK TREE, 42 FEET SOUTHEAST OF FENCE CORNER, 4-1/2 FEET
 HY2387'SOUTHEAST OF A 12 INCH WHITE OAK TREE AND 1 FOOT SOUTHWEST OF A WIRE
 HY2387'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T87 NO.1 1963.
 HY2387'
 HY2387'REFERENCE MARK NO.2 IS WEST OF STATION, 39 FEET WEST OF FENCE CORNER,
 HY2387'7 FEET NORTHEAST OF AN 8 INCH WHITE OAK TREE AND 1 FOOT SOUTH OF
 HY2387'WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T87 NO.2
 HY2387'1963.
 HY2387'
 HY2387'AZIMUTH MARK IS ABOUT 0.75 MILE NORTH NORTHWEST OF STATION, ABOUT 139
 HY2387'SOUTHWEST OF THE INTERSECTION OF HIGHWAY NO.32 AND FARM ROAD SOUTH,
 HY2387'36 FEET OF THE CENTER OF HIGHWAY, 34 FEET WEST OF TELEPHONE POLE
 HY2387'NO.85, 1.9 FEET NORTHWEST OF METAL WITNESS POST AND SIGN AND 1-1/2
 HY2387'FEET NORTH OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HY2387'I64 T87 1963.
 HY2387'
 HY2387'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY2387'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY2387'
 HY2387'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1665 ***********************************************************************
 HY1665  DESIGNATION -  I64 T 87 AZ MK
 HY1665  PID         -  HY1665
 HY1665  STATE/COUNTY-  KY/ROWAN
 HY1665  USGS QUAD   -  MOREHEAD (1978)
 HY1665
 HY1665                         *CURRENT SURVEY CONTROL
 HY1665  ___________________________________________________________________
 HY1665* NAD 83(1986)-  38 11 56.     (N)    083 28 39.     (W)     SCALED    
 HY1665* NAVD 88     -       212.446  (meters)     697.00   (feet)  ADJUSTED  
 HY1665  ___________________________________________________________________
 HY1665  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY1665  DYNAMIC HT  -         212.300 (meters)     696.52  (feet)  COMP
 HY1665  MODELED GRAV-     979,936.7   (mgal)                       NAVD 88
 HY1665
 HY1665  VERT ORDER  -  SECOND    CLASS 0
 HY1665
 HY1665.The horizontal coordinates were scaled from a topographic map and have
 HY1665.an estimated accuracy of +/- 6 seconds.
 HY1665
 HY1665.The orthometric height was determined by differential leveling
 HY1665.and adjusted by the National Geodetic Survey in June 1991..
 HY1665
 HY1665.The geoid height was determined by GEOID03.
 HY1665
 HY1665.The dynamic height is computed by dividing the NAVD 88
 HY1665.geopotential number by the normal gravity value computed on the
 HY1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1665.degrees latitude (g = 980.6199 gals.).
 HY1665
 HY1665.The modeled gravity was interpolated from observed gravity values.
 HY1665
 HY1665;                    North         East    Units  Estimated Accuracy
 HY1665;SPC KY1Z     - 1,209,470.    1,699,020.      MT  (+/- 180 meters Scaled)
 HY1665
 HY1665                          SUPERSEDED SURVEY CONTROL
 HY1665
 HY1665  NGVD 29 (??/??/92)  212.602  (m)          697.51   (f) ADJ UNCH    2 0
 HY1665
 HY1665.Superseded values are not recommended for survey control.
 HY1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1665.See file dsdata.txt to determine how the superseded data were derived.
 HY1665
 HY1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC830307(NAD 83)
 HY1665_MARKER: DZ = AZIMUTH MARK DISK
 HY1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1665_STAMPING: I-64 T-87 1963
 HY1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1665+STABILITY: SURFACE MOTION
 HY1665
 HY1665  HISTORY     - Date     Condition        Report By
 HY1665  HISTORY     - 1963     MONUMENTED       KYHD
 HY1665  HISTORY     - 1964     GOOD             PAS
 HY1665
 HY1665                          STATION DESCRIPTION
 HY1665
 HY1665'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1665'3.5 MI NW FROM MOREHEAD.
 HY1665'ABOUT 3.5 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HY1665'JUNCTION OF STATE HIGHWAY 32 AND U.S. HIGHWAY 60 IN MOREHEAD,
 HY1665'ABOUT 0.2 MILE EAST OF A CONCRETE BRIDGE OVER NORTH FORK TRIPLETT
 HY1665'CREEK, ABOUT 139 FEET SOUTHWEST OF THE INTERSECTION OF HIGHWAY
 HY1665'AND FARM LANE SOUTH, 36 FEET SOUTH OF THE CENTER OF HIGHWAY,
 HY1665'34 FEET WEST OF TELEPHONE POLE NO. 85, 2 FEET NORTHWEST OF METAL
 HY1665'WITNESS POST AND SIGN AND 1 1/2 FEET NORTH OF WIRE FENCE.  A
 HY1665'KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF
 HY1665'CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 T-87 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1668 ***********************************************************************
 HY1668  DESIGNATION -  I64 T 88
 HY1668  PID         -  HY1668
 HY1668  STATE/COUNTY-  KY/ROWAN
 HY1668  USGS QUAD   -  MOREHEAD (1978)
 HY1668
 HY1668                         *CURRENT SURVEY CONTROL
 HY1668  ___________________________________________________________________
 HY1668* NAD 83(1993)-  38 12 43.16194(N)    083 27 45.58206(W)     ADJUSTED  
 HY1668* NAVD 88     -       231.983  (meters)     761.10   (feet)  ADJUSTED  
 HY1668  ___________________________________________________________________
 HY1668  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 HY1668  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY1668  DYNAMIC HT  -         231.824 (meters)     760.58  (feet)  COMP
 HY1668  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 HY1668
 HY1668  HORZ ORDER  -  SECOND
 HY1668  VERT ORDER  -  SECOND    CLASS 0
 HY1668
 HY1668.The horizontal coordinates were established by classical geodetic methods
 HY1668.and adjusted by the National Geodetic Survey in December 1995..
 HY1668
 HY1668.The orthometric height was determined by differential leveling
 HY1668.and adjusted by the National Geodetic Survey in June 1991..
 HY1668
 HY1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1668
 HY1668.The geoid height was determined by GEOID03.
 HY1668
 HY1668.The dynamic height is computed by dividing the NAVD 88
 HY1668.geopotential number by the normal gravity value computed on the
 HY1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1668.degrees latitude (g = 980.6199 gals.).
 HY1668
 HY1668.The modeled gravity was interpolated from observed gravity values.
 HY1668
 HY1668;                    North         East     Units Scale Factor Converg.
 HY1668;SPC KY1Z     - 1,210,954.061 1,700,287.177   MT  0.99992204   +1 24 15.6
 HY1668;SPC KY1Z     - 3,972,938.45  5,578,358.85   sFT  0.99992204   +1 24 15.6
 HY1668;SPC KY N     -    79,323.061   568,951.544   MT  0.99997195   +0 29 23.2
 HY1668;SPC KY N     -   260,245.74  1,866,635.19   sFT  0.99997195   +0 29 23.2
 HY1668;UTM  17      - 4,232,203.302   284,393.035   MT  1.00017255   -1 31 26.1
 HY1668
 HY1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1668!SPC KY1Z     -   0.99996870  x   0.99992204  =   0.99989075
 HY1668!SPC KY N     -   0.99996870  x   0.99997195  =   0.99994065
 HY1668!UTM  17      -   0.99996870  x   1.00017255  =   1.00014125
 HY1668
 HY1668|---------------------------------------------------------------------|
 HY1668| PID    Reference Object                     Distance      Geod. Az  |
 HY1668|                                                           dddmmss.s |
 HY1668| HY1669 I64 T 88 RM 1                        15.423 METERS 15406     |
 HY1668| HY1666 I64 T 88 AZ MK                                     2294651.0 |
 HY1668| HY1667 I64 T 88 RM 2                        16.644 METERS 33409     |
 HY1668|---------------------------------------------------------------------|
 HY1668
 HY1668                          SUPERSEDED SURVEY CONTROL
 HY1668
 HY1668  NAD 83(1986)-  38 12 43.16887(N)    083 27 45.58863(W) AD(       ) 2
 HY1668  NAD 27      -  38 12 42.87750(N)    083 27 45.91700(W) AD(       ) 2
 HY1668  NGVD 29 (??/??/92)  232.137  (m)          761.60   (f) ADJ UNCH    2 0
 HY1668
 HY1668.Superseded values are not recommended for survey control.
 HY1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1668.See file dsdata.txt to determine how the superseded data were derived.
 HY1668
 HY1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8439332203(NAD 83)
 HY1668_MARKER: DD = SURVEY DISK
 HY1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1668_STAMPING: I-64 T-88 1963
 HY1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1668+STABILITY: SURFACE MOTION
 HY1668
 HY1668  HISTORY     - Date     Condition        Report By
 HY1668  HISTORY     - 1963     MONUMENTED       PAS
 HY1668  HISTORY     - 1964     GOOD             PAS
 HY1668  HISTORY     - 1979     GOOD             LOCENG
 HY1668
 HY1668                          STATION DESCRIPTION
 HY1668
 HY1668'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HY1668'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF MOREHEAD, IN AN
 HY1668'OPEN PASTURE AT FENCE LINE AND ON LAND OWNED BY MR.CHARLES RIDDLE.
 HY1668'
 HY1668'TO REACH THE STATION FROM THE ROWAN COUNTY COURT HOUSE IN MOREHEAD,
 HY1668'GO SOUTHWEST ON U.S. HIGHWAY NO.60 FOR 0.5 MILE TO JUNCTION OF STATE
 HY1668'HIGHWAY NO.32.  TURN RIGHT AND GO NORTHWEST AND NORTH ON HIGHWAY
 HY1668'NO.32 FOR 3.85 MILES TO JUNCTION OF STATE HIGHWAY NO.377.  TURN RIGHT
 HY1668'AND GO NORTHEAST ON HIGHWAY NO.377 FOR 0.3 MILE TO AZIMUTH MARK ON
 HY1668'THE LEFT.  CONTINUE AHEAD ON HIGHWAY NO.377 FOR 0.15 MILE TO A GRAVEL
 HY1668'ROAD RIGHT. TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.25 MILE TO A
 HY1668'JUNCTION. TURN LEFT AND GO NORTHEAST ON DIRT ROAD FOR 0.25 MILE TO A
 HY1668'FENCE LINE LEFT.  FROM THIS POINT WALK NORTHWEST ALONG FENCE FOR
 HY1668'APPROXIMATELY 700 FEET TO STATION.
 HY1668'
 HY1668'STATION MARK IS LOCATED ABOUT 325 FEET NORTHWEST OF A COMBINATION
 HY1668'POWER AND TELEPHONE POLE, ABOUT 275 FEET SOUTHEAST OF AN 8 INCH
 HY1668'HICKORY TREE WHICH IS USED AS GATE POST, 61 FEET NORTHWEST OF FENCE
 HY1668'POST PAINTED WHITE THAT MARKS PIPE LINE, 2.9 FEET NORTH OF METAL
 HY1668'WITNESS POST AND SIGN AND 1.3 FEET NORTHEAST OF WIRE FENCE.  THE MARK
 HY1668'IS FLUSH AND THE DISK IS STAMPED I64 T88 1963.
 HY1668'
 HY1668'REFERENCE MARK NO.1 IS SOUTHEAST OF STATION, ABOUT 278 FEET NORTHWEST
 HY1668'OF A COMBINATION POWER AND TELEPHONE POLE, 11 FEET NORTH OF FENCE
 HY1668'POST PAINTED WHITE THAT MARKS PIPE LINE, 2.4 FEET NORTHEAST OF FENCE
 HY1668'POST WITH BRACE WIRE AND 1.4 FEET NORTHEAST OF WIRE FENCE.  THE
 HY1668'MARK IS FLUSH AND THE DISK IS STAMPED I64 T88 NO.1 1963.
 HY1668'
 HY1668'REFERENCE MARK NO.2 IS NORTHWEST OF STATION, ABOUT 220 FEET SOUTHEAST
 HY1668'OF AN 8 INCH HICKORY TREE WHICH IS USED AS GATE POST AND 1.2 FEET
 HY1668'NORTHEAST OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HY1668'I64 T88 NO.2 1963.
 HY1668'
 HY1668'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHWEST OF STATION, ABOUT 90 FEET
 HY1668'SOUTH SOUTHWEST OF A SMALL CEMETERY, 35 FEET NORTHWEST OF THE
 HY1668'INTERSECTION OF HIGHWAY AND FARM ROAD WEST, 32 FEET WEST OF THE
 HY1668'CENTER OF HIGHWAY, 1.4 FEET SOUTH OF METAL WITNESS POST AND SIGN, 1.4
 HY1668'FEET EAST OF BOARD FENCE AND ABOUT 3 FEET HIGHER THAN HIGHWAY.
 HY1668'THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T88 1963.
 HY1668'
 HY1668'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY1668'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY1668'
 HY1668'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
 HY1668
 HY1668                          STATION RECOVERY (1964)
 HY1668
 HY1668'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1668'4.5 MI N FROM MOREHEAD.
 HY1668'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE JUNCTION
 HY1668'OF STATE HIGHWAY 32 AND U.S. HIGHWAY 60 IN MOREHEAD, THENCE
 HY1668'ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 377, THENCE ABOUT
 HY1668'0.25 MILE EAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.25 MILE
 HY1668'NORTHEAST ALONG DIRT ROAD TO A FENCE LINE NORTHWEST, THENCE
 HY1668'WALK NORTHWEST FOR APPROXIMATELY 700 FEET, ABOUT 325 FEET
 HY1668'NORTHWEST OF A COMBINATION POWER AND TELEPHONE POLE, ABOUT 275
 HY1668'FEET SOUTHEAST OF AN 8-INCH HICKORY TREE, 61 FEET NORTHWEST
 HY1668'OF A FENCE POST PAINTED WHITE THAT MARKS THE PIPE LINE, 3 FEET
 HY1668'NORTH OF METAL WITNESS POST AND SIGN AND 1.3 FEET NORETHEAST
 HY1668'OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK
 HY1668'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED
 HY1668'I-64 T-88 1963.
 HY1668
 HY1668                          STATION RECOVERY (1979)
 HY1668
 HY1668'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1666 ***********************************************************************
 HY1666  DESIGNATION -  I64 T 88 AZ MK
 HY1666  PID         -  HY1666
 HY1666  STATE/COUNTY-  KY/ROWAN
 HY1666  USGS QUAD   -  MOREHEAD (1978)
 HY1666
 HY1666                         *CURRENT SURVEY CONTROL
 HY1666  ___________________________________________________________________
 HY1666* NAD 83(1986)-  38 12 25.     (N)    083 28 11.     (W)     SCALED    
 HY1666* NAVD 88     -       226.873  (meters)     744.33   (feet)  ADJUSTED  
 HY1666  ___________________________________________________________________
 HY1666  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY1666  DYNAMIC HT  -         226.717 (meters)     743.82  (feet)  COMP
 HY1666  MODELED GRAV-     979,937.2   (mgal)                       NAVD 88
 HY1666
 HY1666  VERT ORDER  -  SECOND    CLASS 0
 HY1666
 HY1666.The horizontal coordinates were scaled from a topographic map and have
 HY1666.an estimated accuracy of +/- 6 seconds.
 HY1666
 HY1666.The orthometric height was determined by differential leveling
 HY1666.and adjusted by the National Geodetic Survey in June 1991..
 HY1666
 HY1666.The geoid height was determined by GEOID03.
 HY1666
 HY1666.The dynamic height is computed by dividing the NAVD 88
 HY1666.geopotential number by the normal gravity value computed on the
 HY1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1666.degrees latitude (g = 980.6199 gals.).
 HY1666
 HY1666.The modeled gravity was interpolated from observed gravity values.
 HY1666
 HY1666;                    North         East    Units  Estimated Accuracy
 HY1666;SPC KY1Z     - 1,210,380.    1,699,680.      MT  (+/- 180 meters Scaled)
 HY1666
 HY1666                          SUPERSEDED SURVEY CONTROL
 HY1666
 HY1666  NGVD 29 (??/??/92)  227.028  (m)          744.84   (f) ADJ UNCH    2 0
 HY1666
 HY1666.Superseded values are not recommended for survey control.
 HY1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1666.See file dsdata.txt to determine how the superseded data were derived.
 HY1666
 HY1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC837316(NAD 83)
 HY1666_MARKER: DZ = AZIMUTH MARK DISK
 HY1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1666_STAMPING: I-64 T-88 1963
 HY1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1666+STABILITY: SURFACE MOTION
 HY1666
 HY1666  HISTORY     - Date     Condition        Report By
 HY1666  HISTORY     - 1963     MONUMENTED       KYHD
 HY1666  HISTORY     - 1964     GOOD             PAS
 HY1666  HISTORY     - 1979     GOOD             LOCENG
 HY1666
 HY1666                          STATION DESCRIPTION
 HY1666
 HY1666'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1666'4.2 MI N FROM MOREHEAD.
 HY1666'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HY1666'JUNCTION OF STATE HIGHWAY 32 AND U.S. HIGHWAY 60 IN MOREHEAD,
 HY1666'THENCE ABOUT 0.3 MILE NORTHEAST ALONG STATE HIGHWAY 377, ABOUT
 HY1666'90 FEET SOUTH-SOUTHWEST OF A SMALL CEMETERY, 35 FEET
 HY1666'NORTHWEST OF THE INTERSECTION OF HIGHWAY AND A FARM ROAD WEST,
 HY1666'32 FEET WEST OF THE CENTER OF HIGHWAY, 1 1/2 FEET SOUTH OF
 HY1666'METAL WITNESS POST AND SIGN AND ABOUT 3 FEET HIGHER THAN HIGHWAY.
 HY1666'A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN
 HY1666'TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 T-88 1963.
 HY1666
 HY1666                          STATION RECOVERY (1979)
 HY1666
 HY1666'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1669 ***********************************************************************
 HY1669  DESIGNATION -  I64 T 88 RM 1
 HY1669  PID         -  HY1669
 HY1669  STATE/COUNTY-  KY/ROWAN
 HY1669  USGS QUAD   -  MOREHEAD (1978)
 HY1669
 HY1669                         *CURRENT SURVEY CONTROL
 HY1669  ___________________________________________________________________
 HY1669* NAD 83(1986)-  38 12 43.     (N)    083 27 46.     (W)     SCALED    
 HY1669* NAVD 88     -       232.301  (meters)     762.14   (feet)  ADJUSTED  
 HY1669  ___________________________________________________________________
 HY1669  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY1669  DYNAMIC HT  -         232.142 (meters)     761.62  (feet)  COMP
 HY1669  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 HY1669
 HY1669  VERT ORDER  -  SECOND    CLASS 0
 HY1669
 HY1669.The horizontal coordinates were scaled from a topographic map and have
 HY1669.an estimated accuracy of +/- 6 seconds.
 HY1669
 HY1669.The orthometric height was determined by differential leveling
 HY1669.and adjusted by the National Geodetic Survey in June 1991..
 HY1669
 HY1669.The geoid height was determined by GEOID03.
 HY1669
 HY1669.The dynamic height is computed by dividing the NAVD 88
 HY1669.geopotential number by the normal gravity value computed on the
 HY1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1669.degrees latitude (g = 980.6199 gals.).
 HY1669
 HY1669.The modeled gravity was interpolated from observed gravity values.
 HY1669
 HY1669;                    North         East    Units  Estimated Accuracy
 HY1669;SPC KY1Z     - 1,210,950.    1,700,280.      MT  (+/- 180 meters Scaled)
 HY1669
 HY1669                          SUPERSEDED SURVEY CONTROL
 HY1669
 HY1669  NGVD 29 (??/??/92)  232.455  (m)          762.65   (f) ADJ UNCH    2 0
 HY1669
 HY1669.Superseded values are not recommended for survey control.
 HY1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1669.See file dsdata.txt to determine how the superseded data were derived.
 HY1669
 HY1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC843321(NAD 83)
 HY1669_MARKER: DR = REFERENCE MARK DISK
 HY1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1669_STAMPING: I-64 T-88 NO 1 1963
 HY1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1669+STABILITY: SURFACE MOTION
 HY1669
 HY1669  HISTORY     - Date     Condition        Report By
 HY1669  HISTORY     - 1963     MONUMENTED       PAS
 HY1669  HISTORY     - 1964     GOOD             PAS
 HY1669
 HY1669                          STATION DESCRIPTION
 HY1669
 HY1669'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1669'4.5 MI N FROM MOREHEAD.
 HY1669'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HY1669'JUNCTION OF STATE HIGHWAY 32 AND U.S. HIGHWAY 60 IN MOREHEAD,
 HY1669'THENCE ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 377, THENCE
 HY1669'ABOUT 0.25 MILE EAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.25
 HY1669'MILE NORTHEAST ALONG DIRT ROAD TO A FENCE LINE NORTHWEST, THENCE
 HY1669'WALK NORTHWEST FOR APPROXIMATELY 700 FEET, ABOUT 278 FEET
 HY1669'NORTHWEST OF A COMBINATION POWER AND TELEPHONE POLE, 11 FEET
 HY1669'NORTH OF A FENCE POST PAINTED WHITE THAT MARKS PIPE LINE, AND 1 1/2
 HY1669'FEET NORTHEAST OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1669'REFERENCE MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH
 HY1669'GROUND AND STAMPED I-64 T-88 NO.1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1667 ***********************************************************************
 HY1667  DESIGNATION -  I64 T 88 RM 2
 HY1667  PID         -  HY1667
 HY1667  STATE/COUNTY-  KY/ROWAN
 HY1667  USGS QUAD   -  MOREHEAD (1978)
 HY1667
 HY1667                         *CURRENT SURVEY CONTROL
 HY1667  ___________________________________________________________________
 HY1667* NAD 83(1986)-  38 12 43.     (N)    083 27 46.     (W)     SCALED    
 HY1667* NAVD 88     -       231.719  (meters)     760.23   (feet)  ADJUSTED  
 HY1667  ___________________________________________________________________
 HY1667  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY1667  DYNAMIC HT  -         231.560 (meters)     759.71  (feet)  COMP
 HY1667  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 HY1667
 HY1667  VERT ORDER  -  SECOND    CLASS 0
 HY1667
 HY1667.The horizontal coordinates were scaled from a topographic map and have
 HY1667.an estimated accuracy of +/- 6 seconds.
 HY1667
 HY1667.The orthometric height was determined by differential leveling
 HY1667.and adjusted by the National Geodetic Survey in June 1991..
 HY1667
 HY1667.The geoid height was determined by GEOID03.
 HY1667
 HY1667.The dynamic height is computed by dividing the NAVD 88
 HY1667.geopotential number by the normal gravity value computed on the
 HY1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1667.degrees latitude (g = 980.6199 gals.).
 HY1667
 HY1667.The modeled gravity was interpolated from observed gravity values.
 HY1667
 HY1667;                    North         East    Units  Estimated Accuracy
 HY1667;SPC KY1Z     - 1,210,950.    1,700,280.      MT  (+/- 180 meters Scaled)
 HY1667
 HY1667                          SUPERSEDED SURVEY CONTROL
 HY1667
 HY1667  NGVD 29 (??/??/92)  231.873  (m)          760.74   (f) ADJ UNCH    2 0
 HY1667
 HY1667.Superseded values are not recommended for survey control.
 HY1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1667.See file dsdata.txt to determine how the superseded data were derived.
 HY1667
 HY1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC843321(NAD 83)
 HY1667_MARKER: DR = REFERENCE MARK DISK
 HY1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1667_STAMPING: I-64 T-88 NO 2 1963
 HY1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1667+STABILITY: SURFACE MOTION
 HY1667
 HY1667  HISTORY     - Date     Condition        Report By
 HY1667  HISTORY     - 1963     MONUMENTED       PAS
 HY1667  HISTORY     - 1964     GOOD             PAS
 HY1667
 HY1667                          STATION DESCRIPTION
 HY1667
 HY1667'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1667'4.5 MI N FROM MOREHEAD.
 HY1667'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HY1667'JUNCTION OF STATE HIGHWAY 32 AND U.S. HIGHWAY 60 IN MOREHEAD,
 HY1667'THENCE ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 377, THENCE
 HY1667'ABOUT 0.25 MILE EAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.25 MILE
 HY1667'NORTHEAST ALONG DIRT ROAD TO A FENCE LINE NORTHWEST, THENCE
 HY1667'WALK NORTHWEST FOR APPROXIMATELY 700 FEET, ABOUT 220 FEET
 HY1667'SOUTHEAST OF AN 8-INCH HICKORY TREE AND 1 FOOT NORTHEAST OF
 HY1667'WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE
 HY1667'MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND
 HY1667'STAMPED I-64 T-88 NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2388 ***********************************************************************
 HY2388  DESIGNATION -  I64 T 89
 HY2388  PID         -  HY2388
 HY2388  STATE/COUNTY-  KY/ROWAN
 HY2388  USGS QUAD   -  MOREHEAD (1978)
 HY2388
 HY2388                         *CURRENT SURVEY CONTROL
 HY2388  ___________________________________________________________________
 HY2388* NAD 83(1993)-  38 13 46.30636(N)    083 26 24.21210(W)     ADJUSTED  
 HY2388* NAVD 88     -       359.     (meters)    1178.     (feet)  VERTCON   
 HY2388  ___________________________________________________________________
 HY2388  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 HY2388  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HY2388
 HY2388  HORZ ORDER  -  SECOND
 HY2388
 HY2388.The horizontal coordinates were established by classical geodetic methods
 HY2388.and adjusted by the National Geodetic Survey in December 1995..
 HY2388
 HY2388.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2388
 HY2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2388
 HY2388.The geoid height was determined by GEOID03.
 HY2388
 HY2388;                    North         East     Units Scale Factor Converg.
 HY2388;SPC KY1Z     - 1,212,949.029 1,702,217.767   MT  0.99992388   +1 25 05.6
 HY2388;SPC KY1Z     - 3,979,483.61  5,584,692.79   sFT  0.99992388   +1 25 05.6
 HY2388;SPC KY N     -    81,287.058   570,913.822   MT  0.99997064   +0 30 13.8
 HY2388;SPC KY N     -   266,689.29  1,873,073.10   sFT  0.99997064   +0 30 13.8
 HY2388;UTM  17      - 4,234,097.494   286,423.522   MT  1.00016181   -1 30 37.8
 HY2388
 HY2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2388!SPC KY1Z     -   0.99994880  x   0.99992388  =   0.99987268
 HY2388!SPC KY N     -   0.99994880  x   0.99997064  =   0.99991944
 HY2388!UTM  17      -   0.99994880  x   1.00016181  =   1.00011060
 HY2388
 HY2388|---------------------------------------------------------------------|
 HY2388| PID    Reference Object                     Distance      Geod. Az  |
 HY2388|                                                           dddmmss.s |
 HY2388| DC2341 I64 T 89 RM 1                         5.904 METERS 01720     |
 HY2388| DC2342 I64 T 89 RM 2                        13.566 METERS 13301     |
 HY2388| HY1671 I64 T 89 AZ MK                                     3570847.3 |
 HY2388|---------------------------------------------------------------------|
 HY2388
 HY2388                          SUPERSEDED SURVEY CONTROL
 HY2388
 HY2388  NAD 83(1986)-  38 13 46.31337(N)    083 26 24.21850(W) AD(       ) 2
 HY2388  NAD 27      -  38 13 46.02230(N)    083 26 24.54950(W) AD(       ) 2
 HY2388  NGVD 29 (07/19/86)  359.     (m)         1178.     (f) VERT ANG       
 HY2388
 HY2388.Superseded values are not recommended for survey control.
 HY2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2388.See file dsdata.txt to determine how the superseded data were derived.
 HY2388
 HY2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8642434097(NAD 83)
 HY2388_MARKER: DD = SURVEY DISK
 HY2388_SETTING: 0 = UNSPECIFIED SETTING
 HY2388
 HY2388  HISTORY     - Date     Condition        Report By
 HY2388  HISTORY     - 1963     MONUMENTED       PAS
 HY2388
 HY2388                          STATION DESCRIPTION
 HY2388
 HY2388'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HY2388'STATION IS LOCATED ABOUT 3-1/4 MILES NORTH OF MOREHEAD AND ABOUT
 HY2388'2-1/4 MILES SOUTH OF CRANSTON COMMUNITY.  IT IS ON THE HIGHEST POINT
 HY2388'OF A HILL AND DIRECTLY UNDERNEATH A KENTUCKY UTILITIES POWER
 HY2388'TRANSMISSION LINE.
 HY2388'
 HY2388'TO REACH THE STATION FROM THE ROWAN COUNTY COURT HOUSE IN MOREHEAD,
 HY2388'GO SOUTHWEST ON U.S. HIGHWAY NO. 60 FOR 0.5 MILE TO THE JUNCTION OF
 HY2388'STATE HIGHWAY NO.32.  TURN RIGHT AND GO NORTHWEST AND NORTH ON
 HY2388'HIGHWAY NO.32 FOR 3.85 MILES TO JUNCTION OF STATE HIGHWAY NO.377.
 HY2388'TURN RIGHT AND GO NORTHEAST ON HIGHWAY NO.377 FOR 3.95 MILES TO A
 HY2388'SIDE ROAD RIGHT.  TURN SHARP RIGHT AND GO SOUTH ON DIRT ROAD FOR 0.7
 HY2388'MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON DIRT ROAD FOR
 HY2388'0.7 MILE TO AN OLD ROAD RIGHT JUST SOUTHWEST OF KISER BRANCH.
 HY2388'TURN RIGHT AND GO SOUTHWEST ON OLD ROAD FOR 0.3 MILE TO POWER LINE
 HY2388'CROSSING AND END OF TRUCK TRAVEL.  FROM THIS POINT WALK SOUTHEAST
 HY2388'ALONG POWER LINE RIGHT OF WAY FOR APPROXIMATELY 800 FEET TO HIGHEST
 HY2388'POINT AND STATION.
 HY2388'
 HY2388'STATION MARK IS LOCATED 15-1/2 FEET NORTHEAST OF POWER POLE NO.235
 HY2388'AND 4.9 FEET WEST OF METAL WITNESS POST AND SIGN.  THE MARK IS SET IN
 HY2388'TOP OF A 6 INCH IRON PIPE FILLED WITH CONCRETE, PROJECTING 6 INCHES
 HY2388'AND STAMPED I64 T89 1963.
 HY2388'
 HY2388'REFERENCE MARK NO.1 IS NORTHEAST OF STATION, 13-1/2 FEET NORTHWEST OF
 HY2388'A POWER POLE AND ABOUT 7 FEET LOWER THAN STATION.  THE MARK IS SET
 HY2388'IN DRILL HOLE IN LIMESTONE OUTCROP AND THE DISK IS STAMPED I64 T89
 HY2388'NO.1 1963.
 HY2388'
 HY2388'REFERENCE MARK NO.2 IS SOUTHEAST OF STATION, 44-1/2 FEET EAST OF
 HY2388'POWER POLE NO.235 AND ABOUT 7 FEET LOWER THAN STATION.  THE MARK IS
 HY2388'SET IN DRILL HOLE IN LIMESTONE OUTCROP AND THE DISK IS STAMPED I64
 HY2388'T89 NO.2 1963.
 HY2388'
 HY2388'AZIMUTH MARK IS ABOUT 0.8 MILE NORTH OF STATION, ABOUT 182 FEET SOUTH
 HY2388'SOUTHEAST OF THE SOUTHWEST CORNER OF A 1-1/2 STORY BRICK SIDING
 HY2388'HOUSE, 100 FEET SOUTHWEST OF THE CENTER OF DIRT ROAD, 2-1/2 FEET EAST
 HY2388'OF SOUTHWEST FENCE CORNER AROUND GARDEN PLOT AND 2.4 FEET
 HY2388'SOUTH-SOUTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK IS SET IN
 HY2388'TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I64 T89 1963.
 HY2388'
 HY2388'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY2388'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET AS DESCRIBED.
 HY2388'
 HY2388'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1671 ***********************************************************************
 HY1671  DESIGNATION -  I64 T 89 AZ MK
 HY1671  PID         -  HY1671
 HY1671  STATE/COUNTY-  KY/ROWAN
 HY1671  USGS QUAD   -  MOREHEAD (1978)
 HY1671
 HY1671                         *CURRENT SURVEY CONTROL
 HY1671  ___________________________________________________________________
 HY1671* NAD 83(1986)-  38 14 27.     (N)    083 26 27.     (W)     SCALED    
 HY1671* NAVD 88     -       237.733  (meters)     779.96   (feet)  ADJUSTED  
 HY1671  ___________________________________________________________________
 HY1671  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HY1671  DYNAMIC HT  -         237.571 (meters)     779.43  (feet)  COMP
 HY1671  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 HY1671
 HY1671  VERT ORDER  -  SECOND    CLASS 0
 HY1671
 HY1671.The horizontal coordinates were scaled from a topographic map and have
 HY1671.an estimated accuracy of +/- 6 seconds.
 HY1671
 HY1671.The orthometric height was determined by differential leveling
 HY1671.and adjusted by the National Geodetic Survey in June 1991..
 HY1671
 HY1671.The geoid height was determined by GEOID03.
 HY1671
 HY1671.The dynamic height is computed by dividing the NAVD 88
 HY1671.geopotential number by the normal gravity value computed on the
 HY1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1671.degrees latitude (g = 980.6199 gals.).
 HY1671
 HY1671.The modeled gravity was interpolated from observed gravity values.
 HY1671
 HY1671;                    North         East    Units  Estimated Accuracy
 HY1671;SPC KY1Z     - 1,214,200.    1,702,120.      MT  (+/- 180 meters Scaled)
 HY1671
 HY1671                          SUPERSEDED SURVEY CONTROL
 HY1671
 HY1671  NGVD 29 (??/??/92)  237.883  (m)          780.45   (f) ADJ UNCH    2 0
 HY1671
 HY1671.Superseded values are not recommended for survey control.
 HY1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1671.See file dsdata.txt to determine how the superseded data were derived.
 HY1671
 HY1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC863353(NAD 83)
 HY1671_MARKER: DZ = AZIMUTH MARK DISK
 HY1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1671_STAMPING: I-64 T-89 1963
 HY1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1671+STABILITY: SURFACE MOTION
 HY1671
 HY1671  HISTORY     - Date     Condition        Report By
 HY1671  HISTORY     - 1963     MONUMENTED       KYHD
 HY1671  HISTORY     - 1964     GOOD             PAS
 HY1671  HISTORY     - 1979     GOOD             LOCENG
 HY1671
 HY1671                          STATION DESCRIPTION
 HY1671
 HY1671'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1671'7.5 MI N FROM MOREHEAD.
 HY1671'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HY1671'JUNCTION OF STATE HIGHWAY 32 AND U.S. HIGHWAY 60 IN MOREHEAD,
 HY1671'THENCE ABOUT 3.95 MILES NORTHEAST ALONG STATE HIGHWAY 377, THENCE
 HY1671'ABOUT 0.7 MILE SOUTH ALONG DIRT ROAD, ABOUT 182 FEET
 HY1671'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A 1 1/2 STORY BRICK
 HY1671'SIDING HOUSE, ABOUT 100 FEET SOUTHWEST OF THE CENTER OF DIRT
 HY1671'ROAD, 2 1/2 FEET EAST OF THE SOUTHWEST FENCE CORNER AROUND
 HY1671'GARDEN PLOT AND 2.4 FEET SOUTH-SOUTHWEST OF METAL WITNESS POST
 HY1671'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK
 HY1671'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED
 HY1671'I-64 T-89 1963.
 HY1671
 HY1671                          STATION RECOVERY (1979)
 HY1671
 HY1671'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2177 ***********************************************************************
 HZ2177  DESIGNATION -  I64 T 9
 HZ2177  PID         -  HZ2177
 HZ2177  STATE/COUNTY-  KY/JEFFERSON
 HZ2177  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ2177
 HZ2177                         *CURRENT SURVEY CONTROL
 HZ2177  ___________________________________________________________________
 HZ2177* NAD 83(1993)-  38 13 11.82489(N)    085 33 06.48610(W)     ADJUSTED  
 HZ2177* NAVD 88     -       220.5    (meters)     723.     (feet)  VERTCON   
 HZ2177  ___________________________________________________________________
 HZ2177  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 HZ2177  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2177
 HZ2177  HORZ ORDER  -  SECOND
 HZ2177
 HZ2177.The horizontal coordinates were established by classical geodetic methods
 HZ2177.and adjusted by the National Geodetic Survey in December 1995..
 HZ2177
 HZ2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2177
 HZ2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2177
 HZ2177.The geoid height was determined by GEOID03.
 HZ2177
 HZ2177;                    North         East     Units Scale Factor Converg.
 HZ2177;SPC KY1Z     - 1,209,401.530 1,517,354.770   MT  0.99992287   +0 07 18.1
 HZ2177;SPC KY1Z     - 3,967,844.85  4,978,188.11   sFT  0.99992287   +0 07 18.1
 HZ2177;SPC KY N     -    80,717.684   386,008.967   MT  0.99997135   -0 48 35.3
 HZ2177;SPC KY N     -   264,821.27  1,266,431.09   sFT  0.99997135   -0 48 35.3
 HZ2177;UTM  16      - 4,231,210.856   626,770.441   MT  0.99979792   +0 53 45.9
 HZ2177
 HZ2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2177!SPC KY1Z     -   0.99997062  x   0.99992287  =   0.99989349
 HZ2177!SPC KY N     -   0.99997062  x   0.99997135  =   0.99994197
 HZ2177!UTM  16      -   0.99997062  x   0.99979792  =   0.99976854
 HZ2177
 HZ2177:                Primary Azimuth Mark                     Grid Az
 HZ2177:SPC KY1Z     -  JEFFERSONTOWN MUNICIPAL TANK             201 49 25.0
 HZ2177:SPC KY N     -  JEFFERSONTOWN MUNICIPAL TANK             202 45 18.4
 HZ2177:UTM  16      -  JEFFERSONTOWN MUNICIPAL TANK             201 02 57.2
 HZ2177
 HZ2177|---------------------------------------------------------------------|
 HZ2177| PID    Reference Object                     Distance      Geod. Az  |
 HZ2177|                                                           dddmmss.s |
 HZ2177| HZ2176 JEFFERSONTOWN MUNICIPAL TANK        APPROX. 3.1 KM 2015643.1 |
 HZ2177| CG8078 I64 T 9 RM 1                         16.197 METERS 23533     |
 HZ2177| CG8068 I64 L 13 AZ MK                                     3114052.3 |
 HZ2177| CG8079 I64 T 9 RM 2                         19.269 METERS 34310     |
 HZ2177|---------------------------------------------------------------------|
 HZ2177
 HZ2177                          SUPERSEDED SURVEY CONTROL
 HZ2177
 HZ2177  NAD 83(1986)-  38 13 11.82880(N)    085 33 06.49181(W) AD(       ) 2
 HZ2177  NAD 27      -  38 13 11.57440(N)    085 33 06.64000(W) AD(       ) 2
 HZ2177  NGVD 29 (07/19/86)  220.7    (m)          724.     (f) VERT ANG       
 HZ2177
 HZ2177.Superseded values are not recommended for survey control.
 HZ2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2177.See file dsdata.txt to determine how the superseded data were derived.
 HZ2177
 HZ2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2677031211(NAD 83)
 HZ2177_MARKER: DD = SURVEY DISK
 HZ2177_SETTING: 0 = UNSPECIFIED SETTING
 HZ2177
 HZ2177  HISTORY     - Date     Condition        Report By
 HZ2177  HISTORY     - 1961     MONUMENTED       KYHD
 HZ2177
 HZ2177                          STATION DESCRIPTION
 HZ2177
 HZ2177'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 HZ2177'THE STATION IS LOCATED ABOUT 1.9 MILES NORTHEAST OF JEFFERSONTOWN AND
 HZ2177'ABOUT 1.9 MILES SOUTHWEST OF MIDDLETOWN. IT IS IN AN OPEN PASTURE
 HZ2177'NEAR THE SOUTHWEST CORNER OF A SMALL WOODED AREA AND ON LAND OWNED BY
 HZ2177'MR. LEROY HIGHBAUGH, JR.
 HZ2177'
 HZ2177'TO REACH THE STATION FROM THE POST OFFICE IN JEFFERSONTOWN, GO NORTH
 HZ2177'ON WATTERSON TRAIL ROAD FOR 0.75 MILE TO THE JUNCTION OF
 HZ2177'MIDDLETOWN ROAD, TURN RIGHT AND GO NORTHEAST ON MIDDLETOWN ROAD FOR
 HZ2177'1.6 MILES TO A DRIVE RIGHT, WHICH IS ABOUT 0.05 MILE NORTHEAST OF
 HZ2177'THE JUNCTION OF MOSER ROAD. TURN RIGHT AND GO EAST ON DRIVE FOR 0.05
 HZ2177'MILE TO A GATE. GO THROUGH GATE AND CONTINUE SOUTH ACROSS PASTURE
 HZ2177'FOR 0.15 MILE TO SMALL WOODED AREA AND STATION.
 HZ2177'
 HZ2177'STATION MARK IS LOCATED ABOUT 170 FEET NORTH OF A WOODEN GATE, 53
 HZ2177'FEET EAST OF A WIRE FENCE AND 50 FEET SOUTH OF THE SOUTH SIDE OF
 HZ2177'WOODED AREA. THE MARK IS 12 INCHES BELOW THE SURFACE AND THE DISK IS
 HZ2177'STAMPED I64-T9-1961.
 HZ2177'
 HZ2177'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 2.3 FEET SOUTHEAST
 HZ2177'OF METAL WITNESS POST AND SIGN AND 1 FOOT EAST OF WIRE FENCE.
 HZ2177'THE MARK IS FLUSH AND THE DISK IS STAMPED I64-T9-NO.1 1961.
 HZ2177'
 HZ2177'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 52 FEET EAST OF A
 HZ2177'WIRE FENCE, 10.5 FEET SOUTHWEST OF A 6 INCH LOCUST TREE AND
 HZ2177'8 FEET NORTHEAST OF AN 18 INCH LOCUST TREE. THE MARK IS FLUSH AND THE
 HZ2177'DISK IS STAMPED I64-T9-NO.2 1961.
 HZ2177'
 HZ2177'BENCH MARK I64-L13 1960 WAS USED AS THE AZIMUTH MARK. IT IS ABOUT 0.2
 HZ2177'MILE NORTHWEST OF THE STATION, AT THE JUNCTION OF MOSER ROAD AND
 HZ2177'MIDDLETOWN ROAD, ABOUT 65 FEET NORTH OF JUNCTION, 26 FEET EAST OF THE
 HZ2177'CENTER OF MOSER ROAD, 23 FEET WEST OF THE CENTER OF MIDDLETOWN
 HZ2177'ROAD, 6.6 FEET WEST OF POWER POLE AND 3.2 FEET SOUTHEAST OF METAL
 HZ2177'WITNESS POST AND SIGN. THE MARK PROJECTS 6 INCHES AND THE DISK
 HZ2177'IS STAMPED I64-L13 1960.
 HZ2177'
 HZ2177'STATION, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2177'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HZ2177'
 HZ2177'HEIGHT OF LIGHT ABOVE STATION MARK 17.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1674 ***********************************************************************
 HY1674  DESIGNATION -  I64 T 90
 HY1674  PID         -  HY1674
 HY1674  STATE/COUNTY-  KY/ROWAN
 HY1674  USGS QUAD   -  CRANSTON (1970)
 HY1674
 HY1674                         *CURRENT SURVEY CONTROL
 HY1674  ___________________________________________________________________
 HY1674* NAD 83(1993)-  38 15 16.24849(N)    083 26 16.42557(W)     ADJUSTED  
 HY1674* NAVD 88     -       248.456  (meters)     815.14   (feet)  ADJUSTED  
 HY1674  ___________________________________________________________________
 HY1674  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 HY1674  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY1674  DYNAMIC HT  -         248.287 (meters)     814.59  (feet)  COMP
 HY1674  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 HY1674
 HY1674  HORZ ORDER  -  SECOND
 HY1674  VERT ORDER  -  SECOND    CLASS 0
 HY1674
 HY1674.The horizontal coordinates were established by classical geodetic methods
 HY1674.and adjusted by the National Geodetic Survey in December 1995..
 HY1674
 HY1674.The orthometric height was determined by differential leveling
 HY1674.and adjusted by the National Geodetic Survey in June 1991..
 HY1674
 HY1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1674
 HY1674.The geoid height was determined by GEOID03.
 HY1674
 HY1674.The dynamic height is computed by dividing the NAVD 88
 HY1674.geopotential number by the normal gravity value computed on the
 HY1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1674.degrees latitude (g = 980.6199 gals.).
 HY1674
 HY1674.The modeled gravity was interpolated from observed gravity values.
 HY1674
 HY1674;                    North         East     Units Scale Factor Converg.
 HY1674;SPC KY1Z     - 1,215,725.902 1,702,338.379   MT  0.99992666   +1 25 10.3
 HY1674;SPC KY1Z     - 3,988,594.06  5,585,088.50   sFT  0.99992666   +1 25 10.3
 HY1674;SPC KY N     -    84,061.777   571,078.740   MT  0.99996894   +0 30 18.7
 HY1674;SPC KY N     -   275,792.68  1,873,614.17   sFT  0.99996894   +0 30 18.7
 HY1674;UTM  17      - 4,236,865.229   286,685.939   MT  1.00016043   -1 30 36.0
 HY1674
 HY1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1674!SPC KY1Z     -   0.99996612  x   0.99992666  =   0.99989278
 HY1674!SPC KY N     -   0.99996612  x   0.99996894  =   0.99993506
 HY1674!UTM  17      -   0.99996612  x   1.00016043  =   1.00012654
 HY1674
 HY1674|---------------------------------------------------------------------|
 HY1674| PID    Reference Object                     Distance      Geod. Az  |
 HY1674|                                                           dddmmss.s |
 HY1674| HY1675 I64 T 90 RM 1                        17.410 METERS 00128     |
 HY1674| HY1673 I64 T 90 RM 2                        16.464 METERS 18330     |
 HY1674| HY1672 I64 T 90 AZ MK                                     1851325.4 |
 HY1674|---------------------------------------------------------------------|
 HY1674
 HY1674                          SUPERSEDED SURVEY CONTROL
 HY1674
 HY1674  NAD 83(1986)-  38 15 16.25563(N)    083 26 16.43181(W) AD(       ) 2
 HY1674  NAD 27      -  38 15 15.96520(N)    083 26 16.76250(W) AD(       ) 2
 HY1674  NGVD 29 (??/??/92)  248.603  (m)          815.62   (f) ADJ UNCH    2 0
 HY1674
 HY1674.Superseded values are not recommended for survey control.
 HY1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1674.See file dsdata.txt to determine how the superseded data were derived.
 HY1674
 HY1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8668636865(NAD 83)
 HY1674_MARKER: DD = SURVEY DISK
 HY1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1674_STAMPING: I-64 T-90 1963
 HY1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1674+STABILITY: SURFACE MOTION
 HY1674
 HY1674  HISTORY     - Date     Condition        Report By
 HY1674  HISTORY     - 1963     MONUMENTED       PAS
 HY1674  HISTORY     - 1964     GOOD             PAS
 HY1674  HISTORY     - 1979     GOOD             LOCENG
 HY1674
 HY1674                          STATION DESCRIPTION
 HY1674
 HY1674'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HY1674'STATION IS LOCATED ABOUT 5 MILES NORTH OF MOREHEAD AND ABOUT 0.65
 HY1674'MILE SOUTH OF CRANSTON COMMUNITY.
 HY1674'
 HY1674'TO REACH THE STATION FROM THE ROWAN COUNTY COURT HOUSE IN MOREHEAD,
 HY1674'GO SOUTHWEST ON U.S. HIGHWAY NO.60 FOR 0.5 MILE TO THE JUNCTION OF
 HY1674'STATE HIGHWAY NO.32.  TURN RIGHT AND GO NORTHWEST AND NORTH ON
 HY1674'HIGHWAY NO.32 FOR 3.85 MILES TO THE JUNCTION OF STATE HIGHWAY NO.377.
 HY1674'TURN RIGHT AND GO NORTHEAST ON HIGHWAY NO.377 FOR 4.05 MILES TO
 HY1674'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON HIGHWAY NO.377 FOR
 HY1674'0.35 MILE TO TOP OF GRADE AND STATION ON THE RIGHT.
 HY1674'
 HY1674'STATION MARK IS LOCATED 52 FEET NORTH OF A COMBINATION POWER AND
 HY1674'TELEPHONE POLE, 30 FEET EAST OF THE CENTER OF HIGHWAY, 3 FEET
 HY1674'NORTHEAST OF METAL WITNESS POST AND SIGN AND ABOUT 9 FEET HIGHER THAN
 HY1674'HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T90 1963.
 HY1674'
 HY1674'REFERENCE MARK NO.1 IS NORTH OF STATION, ABOUT 114 FEET SOUTHEAST OF
 HY1674'THE INTERSECTION OF HIGHWAY AND DRIVE EAST, 29 FEET EAST OF THE
 HY1674'CENTER OF HIGHWAY AND ABOUT 5 FEET HIGHER THAN HIGHWAY.  THE MARK IS
 HY1674'FLUSH AND THE DISK IS STAMPED I64 T90 NO.1 1963.
 HY1674'
 HY1674'REFERENCE MARK NO.2 IS SOUTH OF STATION, 30 FEET EAST OF THE CENTER
 HY1674'OF HIGHWAY, 2 FEET SOUTHWEST OF COMBINATION POWER AND TELEPHONE POLE
 HY1674'AND ABOUT 10 FEET HIGHER THAN HIGHWAY.  THE MARK IS FLUSH AND THE
 HY1674'DISK IS STAMPED I64 T90 NO.2 1963.
 HY1674'
 HY1674'AZIMUTH MARK IS ABOUT 0.35 MILE SOUTH OF STATION, AT THE NORTH RIGHT
 HY1674'OF WAY OF PIPE LINE CROSSING, 32 FEET WEST OF THE CENTER OF HIGHWAY,
 HY1674'24-1/2 FEET NORTH OF PIPE LINE VENT PIPE, 1.8 FEET SOUTHEAST OF
 HY1674'METAL WITNESS POST AND SIGN, 1 FOOT EAST OF WIRE FENCE AND ABOUT
 HY1674'LEVEL WITH HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64
 HY1674'T90 1963.
 HY1674'
 HY1674'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY1674'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY1674'
 HY1674'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
 HY1674
 HY1674                          STATION RECOVERY (1964)
 HY1674
 HY1674'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1674'8.2 MI N FROM MOREHEAD.
 HY1674'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HY1674'JUNCTION OF STATE HIGHWAY 32 AND U.S. HIGHWAY 60 IN MOREHEAD,
 HY1674'THENCE ABOUT 4.4 MILES NORTHEAST ALONG STATE HIGHWAY 377,
 HY1674'ABOUT 0.65 MILE SOUTH OF CRANSTON, 52 FEET NORTHEAST OF A
 HY1674'COMBINATION POWER AND TELEPHONE POLE, 30 FEET EAST OF THE
 HY1674'CENTER OF HIGHWAY, 3 FEET NORTHEAST OF METAL WITNESS POST
 HY1674'AND SIGN AND ABOUT 9 FEET HIGHER THAN HIGHWAY.  A KENTUCKY
 HY1674'DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN TOP OF CONCRETE POST
 HY1674'FLUSH WITH GROUND AND STAMPED I-64 T-90 1963.
 HY1674
 HY1674                          STATION RECOVERY (1979)
 HY1674
 HY1674'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1672 ***********************************************************************
 HY1672  DESIGNATION -  I64 T 90 AZ MK
 HY1672  PID         -  HY1672
 HY1672  STATE/COUNTY-  KY/ROWAN
 HY1672  USGS QUAD   -  MOREHEAD (1978)
 HY1672
 HY1672                         *CURRENT SURVEY CONTROL
 HY1672  ___________________________________________________________________
 HY1672* NAD 83(1986)-  38 14 57.     (N)    083 26 19.     (W)     SCALED    
 HY1672* NAVD 88     -       232.715  (meters)     763.50   (feet)  ADJUSTED  
 HY1672  ___________________________________________________________________
 HY1672  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HY1672  DYNAMIC HT  -         232.556 (meters)     762.98  (feet)  COMP
 HY1672  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 HY1672
 HY1672  VERT ORDER  -  SECOND    CLASS 0
 HY1672
 HY1672.The horizontal coordinates were scaled from a topographic map and have
 HY1672.an estimated accuracy of +/- 6 seconds.
 HY1672
 HY1672.The orthometric height was determined by differential leveling
 HY1672.and adjusted by the National Geodetic Survey in June 1991..
 HY1672
 HY1672.The geoid height was determined by GEOID03.
 HY1672
 HY1672.The dynamic height is computed by dividing the NAVD 88
 HY1672.geopotential number by the normal gravity value computed on the
 HY1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1672.degrees latitude (g = 980.6199 gals.).
 HY1672
 HY1672.The modeled gravity was interpolated from observed gravity values.
 HY1672
 HY1672;                    North         East    Units  Estimated Accuracy
 HY1672;SPC KY1Z     - 1,215,130.    1,702,290.      MT  (+/- 180 meters Scaled)
 HY1672
 HY1672                          SUPERSEDED SURVEY CONTROL
 HY1672
 HY1672  NGVD 29 (??/??/92)  232.863  (m)          763.98   (f) ADJ UNCH    2 0
 HY1672
 HY1672.Superseded values are not recommended for survey control.
 HY1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1672.See file dsdata.txt to determine how the superseded data were derived.
 HY1672
 HY1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC866362(NAD 83)
 HY1672_MARKER: DZ = AZIMUTH MARK DISK
 HY1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1672_STAMPING: I-64 T-90 1963
 HY1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1672+STABILITY: SURFACE MOTION
 HY1672
 HY1672  HISTORY     - Date     Condition        Report By
 HY1672  HISTORY     - 1963     MONUMENTED       KYHD
 HY1672  HISTORY     - 1964     GOOD             PAS
 HY1672
 HY1672                          STATION DESCRIPTION
 HY1672
 HY1672'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1672'7.9 MI N FROM MOREHEAD.
 HY1672'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE JUNCTION
 HY1672'OF STATE HIGHWAY 32 AND U.S. HIGHWAY 60 IN MOREHEAD, THENCE
 HY1672'ABOUT 4.05 MILES NORTHEAST ALONG STATE HIGHWAY 377, ABOUT 1.0
 HY1672'MILE SOUTH OF CRANSTON, AT THE NORTH R/W OF PIPE LINE CROSSING,
 HY1672'32 FEET WEST OF THE CENTER OF HIGHWAY, 24 1/2 FEET NORTH OF PIPE
 HY1672'LINE VENT PIPE, 1.8 FEET SOUTHEAST OF METAL WITNESS POST AND
 HY1672'SIGN, 1 FOOT EAST OF WIRE FENCE AND ABOUT LEVEL WITH HIGHWAY.
 HY1672'A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN
 HY1672'TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 T-90
 HY1672'1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1675 ***********************************************************************
 HY1675  DESIGNATION -  I64 T 90 RM 1
 HY1675  PID         -  HY1675
 HY1675  STATE/COUNTY-  KY/ROWAN
 HY1675  USGS QUAD   -  CRANSTON (1970)
 HY1675
 HY1675                         *CURRENT SURVEY CONTROL
 HY1675  ___________________________________________________________________
 HY1675* NAD 83(1986)-  38 15 16.     (N)    083 26 17.     (W)     SCALED    
 HY1675* NAVD 88     -       247.510  (meters)     812.04   (feet)  ADJUSTED  
 HY1675  ___________________________________________________________________
 HY1675  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY1675  DYNAMIC HT  -         247.341 (meters)     811.48  (feet)  COMP
 HY1675  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 HY1675
 HY1675  VERT ORDER  -  SECOND    CLASS 0
 HY1675
 HY1675.The horizontal coordinates were scaled from a topographic map and have
 HY1675.an estimated accuracy of +/- 6 seconds.
 HY1675
 HY1675.The orthometric height was determined by differential leveling
 HY1675.and adjusted by the National Geodetic Survey in June 1991..
 HY1675
 HY1675.The geoid height was determined by GEOID03.
 HY1675
 HY1675.The dynamic height is computed by dividing the NAVD 88
 HY1675.geopotential number by the normal gravity value computed on the
 HY1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1675.degrees latitude (g = 980.6199 gals.).
 HY1675
 HY1675.The modeled gravity was interpolated from observed gravity values.
 HY1675
 HY1675;                    North         East    Units  Estimated Accuracy
 HY1675;SPC KY1Z     - 1,215,720.    1,702,330.      MT  (+/- 180 meters Scaled)
 HY1675
 HY1675                          SUPERSEDED SURVEY CONTROL
 HY1675
 HY1675  NGVD 29 (??/??/92)  247.656  (m)          812.52   (f) ADJ UNCH    2 0
 HY1675
 HY1675.Superseded values are not recommended for survey control.
 HY1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1675.See file dsdata.txt to determine how the superseded data were derived.
 HY1675
 HY1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC866368(NAD 83)
 HY1675_MARKER: DR = REFERENCE MARK DISK
 HY1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1675_STAMPING: I-64 T-90 NO 1 1963
 HY1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1675+STABILITY: SURFACE MOTION
 HY1675
 HY1675  HISTORY     - Date     Condition        Report By
 HY1675  HISTORY     - 1963     MONUMENTED       PAS
 HY1675  HISTORY     - 1964     GOOD             PAS
 HY1675
 HY1675                          STATION DESCRIPTION
 HY1675
 HY1675'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1675'8.2 MI N FROM MOREHEAD.
 HY1675'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HY1675'JUNCTION OF STATE HIGHWAY 32 AND U.S. HIGHWAY 60 IN MOREHEAD,
 HY1675'THENCE ABOUT 4.4 MILES NORTHEAST ALONG STATE HIGHWAY 377, ABOUT
 HY1675'0.65 MILE SOUTH OF CRANSTON, ABOUT 115 FEET SOUTHEAST OF THE
 HY1675'INTERSECTION OF HIGHWAY AND DRIVE EAST, 29 FEET EAST OF THE
 HY1675'CENTER OF HIGHWAY, AND ABOUT 5 FEET HIGHER THAN HIGHWAY.  A
 HY1675'KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN
 HY1675'TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-64 T-90
 HY1675'NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1673 ***********************************************************************
 HY1673  DESIGNATION -  I64 T 90 RM 2
 HY1673  PID         -  HY1673
 HY1673  STATE/COUNTY-  KY/ROWAN
 HY1673  USGS QUAD   -  CRANSTON (1970)
 HY1673
 HY1673                         *CURRENT SURVEY CONTROL
 HY1673  ___________________________________________________________________
 HY1673* NAD 83(1986)-  38 15 16.     (N)    083 26 17.     (W)     SCALED    
 HY1673* NAVD 88     -       248.615  (meters)     815.66   (feet)  ADJUSTED  
 HY1673  ___________________________________________________________________
 HY1673  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY1673  DYNAMIC HT  -         248.445 (meters)     815.11  (feet)  COMP
 HY1673  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 HY1673
 HY1673  VERT ORDER  -  SECOND    CLASS 0
 HY1673
 HY1673.The horizontal coordinates were scaled from a topographic map and have
 HY1673.an estimated accuracy of +/- 6 seconds.
 HY1673
 HY1673.The orthometric height was determined by differential leveling
 HY1673.and adjusted by the National Geodetic Survey in June 1991..
 HY1673
 HY1673.The geoid height was determined by GEOID03.
 HY1673
 HY1673.The dynamic height is computed by dividing the NAVD 88
 HY1673.geopotential number by the normal gravity value computed on the
 HY1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1673.degrees latitude (g = 980.6199 gals.).
 HY1673
 HY1673.The modeled gravity was interpolated from observed gravity values.
 HY1673
 HY1673;                    North         East    Units  Estimated Accuracy
 HY1673;SPC KY1Z     - 1,215,720.    1,702,330.      MT  (+/- 180 meters Scaled)
 HY1673
 HY1673                          SUPERSEDED SURVEY CONTROL
 HY1673
 HY1673  NGVD 29 (??/??/92)  248.762  (m)          816.15   (f) ADJ UNCH    2 0
 HY1673
 HY1673.Superseded values are not recommended for survey control.
 HY1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1673.See file dsdata.txt to determine how the superseded data were derived.
 HY1673
 HY1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC866368(NAD 83)
 HY1673_MARKER: DR = REFERENCE MARK DISK
 HY1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1673_STAMPING: I-64 T-90 NO 2 1963
 HY1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1673+STABILITY: SURFACE MOTION
 HY1673
 HY1673  HISTORY     - Date     Condition        Report By
 HY1673  HISTORY     - 1963     MONUMENTED       PAS
 HY1673  HISTORY     - 1964     GOOD             PAS
 HY1673
 HY1673                          STATION DESCRIPTION
 HY1673
 HY1673'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1673'8.2 MI N FROM MOREHEAD.
 HY1673'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HY1673'JUNCTION OF STATE HIGHWAY 32 AND U.S. HIGHWAY 60 IN MOREHEAD,
 HY1673'THENCE ABOUT 4.4 MILES NORTHEAST ALONG STATE HIGHWAY 377, ABOUT
 HY1673'0.65 MILE SOUTH OF CRANSTON, 30 FEET EAST OF THE CENTER OF
 HY1673'HIGHWAY, 2 FEET SOUTHWEST OF A COMBINATION POWER AND TELEPHONE
 HY1673'POLE AND ABOUT 10 FEET HIGHER THAN HIGHWAY.  A KENTUCKY DEPARTMENT
 HY1673'OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE POST
 HY1673'FLUSH WITH GROUND AND STAMPED I-64 T-90 NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2406 ***********************************************************************
 HY2406  DESIGNATION -  I64 T 91
 HY2406  PID         -  HY2406
 HY2406  STATE/COUNTY-  KY/ROWAN
 HY2406  USGS QUAD   -  CRANSTON (1970)
 HY2406
 HY2406                         *CURRENT SURVEY CONTROL
 HY2406  ___________________________________________________________________
 HY2406* NAD 83(1993)-  38 15 57.82808(N)    083 25 03.25798(W)     ADJUSTED  
 HY2406* NAVD 88     -       350.9    (meters)    1151.     (feet)  VERTCON   
 HY2406  ___________________________________________________________________
 HY2406  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 HY2406  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HY2406
 HY2406  HORZ ORDER  -  SECOND
 HY2406
 HY2406.The horizontal coordinates were established by classical geodetic methods
 HY2406.and adjusted by the National Geodetic Survey in December 1995..
 HY2406
 HY2406.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2406
 HY2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2406
 HY2406.The geoid height was determined by GEOID03.
 HY2406
 HY2406;                    North         East     Units Scale Factor Converg.
 HY2406;SPC KY1Z     - 1,217,051.722 1,704,084.609   MT  0.99992801   +1 25 55.3
 HY2406;SPC KY1Z     - 3,992,943.86  5,590,817.59   sFT  0.99992801   +1 25 55.3
 HY2406;SPC KY N     -    85,359.618   572,845.976   MT  0.99996821   +0 31 04.2
 HY2406;SPC KY N     -   280,050.68  1,879,412.17   sFT  0.99996821   +0 31 04.2
 HY2406;UTM  17      - 4,238,100.348   288,498.063   MT  1.00015094   -1 29 52.0
 HY2406
 HY2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2406!SPC KY1Z     -   0.99995005  x   0.99992801  =   0.99987806
 HY2406!SPC KY N     -   0.99995005  x   0.99996821  =   0.99991826
 HY2406!UTM  17      -   0.99995005  x   1.00015094  =   1.00010098
 HY2406
 HY2406|---------------------------------------------------------------------|
 HY2406| PID    Reference Object                     Distance      Geod. Az  |
 HY2406|                                                           dddmmss.s |
 HY2406| DC2343 I64 T 91 RM 1                        12.400 METERS 05136     |
 HY2406| DC2344 I64 T 91 RM 2                         7.933 METERS 19404     |
 HY2406| HY1678 I64 T 91 AZ MK                                     3465659.5 |
 HY2406|---------------------------------------------------------------------|
 HY2406
 HY2406                          SUPERSEDED SURVEY CONTROL
 HY2406
 HY2406  NAD 83(1986)-  38 15 57.83510(N)    083 25 03.26405(W) AD(       ) 2
 HY2406  NAD 27      -  38 15 57.54492(N)    083 25 03.59672(W) AD(       ) 2
 HY2406  NGVD 29 (07/19/86)  351.0    (m)         1152.     (f) VERT ANG       
 HY2406
 HY2406.Superseded values are not recommended for survey control.
 HY2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2406.See file dsdata.txt to determine how the superseded data were derived.
 HY2406
 HY2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8849838100(NAD 83)
 HY2406_MARKER: DD = SURVEY DISK
 HY2406_SETTING: 0 = UNSPECIFIED SETTING
 HY2406
 HY2406  HISTORY     - Date     Condition        Report By
 HY2406  HISTORY     - 1963     MONUMENTED       PAS
 HY2406
 HY2406                          STATION DESCRIPTION
 HY2406
 HY2406'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HY2406'STATION IS LOCATED 6 MILES NORTH OF MOREHEAD AND 1 MILE NORTHEAST OF
 HY2406'CRANSTON COMMUNITY ON TOP OF WOODED RIDGE THAT OVERLOOKS MOORE
 HY2406'BRANCH TO THE SOUTHWEST AND HANEY BRANCH TO THE NORTHEAST, AND ON
 HY2406'LAND OWNED BY U.S. FOREST SERVICE.
 HY2406'
 HY2406'TO REACH STATION FROM ROWAN COUNTY COURT HOUSE IN MOREHEAD, GO
 HY2406'SOUTHWEST ON U.S. HIGHWAY NO.60 0.5 MILE TO JUNCTION OF STATE HIGHWAY
 HY2406'NO.32, TURN RIGHT AND GO NORTHWEST AND NORTH ON HIGHWAY 32 3.85
 HY2406'MILES TO JUNCTION OF STATE HIGHWAY NO.377, TURN RIGHT AND GO 5.05
 HY2406'MILES TO CROSSROAD AT CRANSTON COMMUNITY, TURN RIGHT AND GO
 HY2406'SOUTHEAST ON DIRT ROAD 0.45 MILE TO T ROAD LEFT, TURN LEFT AND GO
 HY2406'NORTHEAST ON DIRT ROAD 0.45 MILE TO 1 STORY FRAME HOUSE ON RIGHT AND
 HY2406'END OF TRAVELED ROAD, CONTINUE NORTHEAST ON OLD ROAD 0.15 MILE TO
 HY2406'MOORES BRANCH AND END OF TRUCK TRAVEL.  FROM HERE, PACK
 HY2406'EAST-NORTHEAST UP SLOPE APPROXIMATELY 0.2 MILE TO TOP OF RIDGE AND
 HY2406'STATION.
 HY2406'
 HY2406'TO REACH AZIMUTH MARK FROM HERE, CONTINUE ON HIGHWAY 377 1.3 MILES TO
 HY2406'MARK ON RIGHT.
 HY2406'
 HY2406'STATION MARK IS LOCATED 14 FEET EAST OF 8 INCH PINE TREE, 9-1/2 FEET
 HY2406'SOUTHWEST OF 12 INCH CHESTNUT OAK TREE AND 5.8 FEET WEST-NORTHWEST
 HY2406'OF METAL WITNESS POST AND SIGN.  MARK IS SET IN TOP OF 6 INCH IRON
 HY2406'PIPE FILLED WITH CONCRETE, PROJECTING 6 INCHES AND STAMPED I64 T91
 HY2406'1963.
 HY2406'
 HY2406'REFERENCE MARK NO.1 IS NORTHEAST OF STATION, 16-1/2 FEET NORTHWEST OF
 HY2406'15 INCH RED OAK TREE AND ABOUT 12 FEET LOWER THAN STATION.  MARK IS
 HY2406'SET IN DRILL HOLE IN LIMESTONE OUTCROP AND IS STAMPED I64 T91 NO.1
 HY2406'1963.
 HY2406'
 HY2406'REFERENCE MARK NO.2 IS SOUTH OF STATION, 4-1/2 FEET SOUTH OF 15 INCH
 HY2406'BLACK OAK TREE AND ABOUT 8 FEET LOWER THAN STATION.  MARK IS SET IN
 HY2406'DRILL HOLE IN LIMESTONE OUTCROP FLUSH WITH GROUND AND IS STAMPED
 HY2406'I64 T91 NO.2 1963.
 HY2406'
 HY2406'AZIMUTH MARK IS 0.7 MILE NORTH OF STATION, 0.4 MILE EAST OF THE
 HY2406'TILDEN HOGGE SCHOOL, 150 FEET EAST OF CENTER OF HIGHWAY OVER CONCRETE
 HY2406'BOX CULVERT, 69 FEET NORTHEAST OF COMBINATION POWER AND TELEPHONE
 HY2406'POLE, 23 FEET SOUTHEAST OF CENTER OF HIGHWAY, 2.3 NORTHWEAST OF METAL
 HY2406'WITNESS POST AND SIGN AND 1 FOOT NORTHWEST OF WIRE FENCE.  MARK IS
 HY2406'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND IS STAMPED I64 T91
 HY2406'1963.
 HY2406'
 HY2406'SURFACE, UNDERROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY2406'DEPARTMENT OF HIGHWAY SURVEY SET AS DESCRIBED.
 HY2406'
 HY2406'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1678 ***********************************************************************
 HY1678  DESIGNATION -  I64 T 91 AZ MK
 HY1678  PID         -  HY1678
 HY1678  STATE/COUNTY-  KY/ROWAN
 HY1678  USGS QUAD   -  CRANSTON (1970)
 HY1678
 HY1678                         *CURRENT SURVEY CONTROL
 HY1678  ___________________________________________________________________
 HY1678* NAD 83(1986)-  38 16 32.     (N)    083 25 14.     (W)     SCALED    
 HY1678* NAVD 88     -       242.501  (meters)     795.61   (feet)  ADJUSTED  
 HY1678  ___________________________________________________________________
 HY1678  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HY1678  DYNAMIC HT  -         242.336 (meters)     795.06  (feet)  COMP
 HY1678  MODELED GRAV-     979,943.2   (mgal)                       NAVD 88
 HY1678
 HY1678  VERT ORDER  -  SECOND    CLASS 0
 HY1678
 HY1678.The horizontal coordinates were scaled from a topographic map and have
 HY1678.an estimated accuracy of +/- 6 seconds.
 HY1678
 HY1678.The orthometric height was determined by differential leveling
 HY1678.and adjusted by the National Geodetic Survey in June 1991..
 HY1678
 HY1678.The geoid height was determined by GEOID03.
 HY1678
 HY1678.The dynamic height is computed by dividing the NAVD 88
 HY1678.geopotential number by the normal gravity value computed on the
 HY1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1678.degrees latitude (g = 980.6199 gals.).
 HY1678
 HY1678.The modeled gravity was interpolated from observed gravity values.
 HY1678
 HY1678;                    North         East    Units  Estimated Accuracy
 HY1678;SPC KY1Z     - 1,218,100.    1,703,800.      MT  (+/- 180 meters Scaled)
 HY1678
 HY1678                          SUPERSEDED SURVEY CONTROL
 HY1678
 HY1678  NGVD 29 (??/??/92)  242.644  (m)          796.07   (f) ADJ UNCH    2 0
 HY1678
 HY1678.Superseded values are not recommended for survey control.
 HY1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1678.See file dsdata.txt to determine how the superseded data were derived.
 HY1678
 HY1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC882391(NAD 83)
 HY1678_MARKER: DD = SURVEY DISK
 HY1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1678_STAMPING: I64-T91 1963
 HY1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1678+STABILITY: SURFACE MOTION
 HY1678
 HY1678  HISTORY     - Date     Condition        Report By
 HY1678  HISTORY     - 1963     MONUMENTED       KYHD
 HY1678  HISTORY     - 1964     GOOD             PAS
 HY1678  HISTORY     - 1979     GOOD             LOCENG
 HY1678
 HY1678                          STATION DESCRIPTION
 HY1678
 HY1678'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1678'9.8 MI N FROM MOREHEAD.
 HY1678'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM JUNCTION
 HY1678'OF STATE HIGHWAY 32 AND U.S. HIGHWAY 60 IN MOREHEAD, THENCE ABOUT
 HY1678'5.0 MILES ALONG STATE HIGHWAY 377 TO A CROSSROAD AT CRANSTON.
 HY1678'CONTINUE ON HIGHWAY 377 FOR 1.3 MILES TO MARK ON RIGHT.  MARK
 HY1678'IS 150 FEET EAST OF CENTER OF HIGHWAY OVER CONCRETE BOX CULVERT,
 HY1678'69 FEET NORTHEAST OF COMBINATION POWER AND TELEPHONE POLE,
 HY1678'23 FEET SOUTHEAST OF CENTER OF HIGHWAY AND 2.3 FEET NORTHEAST
 HY1678'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 HY1678'HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF CONCRETE POST FLUSH
 HY1678'WITH GROUND AND STAMPED I64-T91 1963.
 HY1678
 HY1678                          STATION RECOVERY (1979)
 HY1678
 HY1678'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1691 ***********************************************************************
 HY1691  DESIGNATION -  I64 T 92
 HY1691  PID         -  HY1691
 HY1691  STATE/COUNTY-  KY/ROWAN
 HY1691  USGS QUAD   -  SOLDIER (1970)
 HY1691
 HY1691                         *CURRENT SURVEY CONTROL
 HY1691  ___________________________________________________________________
 HY1691* NAD 83(1993)-  38 16 18.72863(N)    083 20 56.73052(W)     ADJUSTED  
 HY1691* NAVD 88     -       393.363  (meters)    1290.56   (feet)  ADJUSTED  
 HY1691  ___________________________________________________________________
 HY1691  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 HY1691  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1691  DYNAMIC HT  -         393.089 (meters)    1289.66  (feet)  COMP
 HY1691  MODELED GRAV-     979,919.4   (mgal)                       NAVD 88
 HY1691
 HY1691  HORZ ORDER  -  SECOND
 HY1691  VERT ORDER  -  SECOND    CLASS 0
 HY1691
 HY1691.The horizontal coordinates were established by classical geodetic methods
 HY1691.and adjusted by the National Geodetic Survey in December 1995..
 HY1691
 HY1691.The orthometric height was determined by differential leveling
 HY1691.and adjusted by the National Geodetic Survey in June 1991..
 HY1691
 HY1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1691
 HY1691.The geoid height was determined by GEOID03.
 HY1691
 HY1691.The dynamic height is computed by dividing the NAVD 88
 HY1691.geopotential number by the normal gravity value computed on the
 HY1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1691.degrees latitude (g = 980.6199 gals.).
 HY1691
 HY1691.The modeled gravity was interpolated from observed gravity values.
 HY1691
 HY1691;                    North         East     Units Scale Factor Converg.
 HY1691;SPC KY1Z     - 1,217,847.862 1,710,058.632   MT  0.99992870   +1 28 26.6
 HY1691;SPC KY1Z     - 3,995,555.86  5,610,417.36   sFT  0.99992870   +1 28 26.6
 HY1691;SPC KY N     -    86,060.398   578,832.175   MT  0.99996786   +0 33 37.5
 HY1691;SPC KY N     -   282,349.82  1,899,051.89   sFT  0.99996786   +0 33 37.5
 HY1691;UTM  17      - 4,238,590.213   294,506.213   MT  1.00012008   -1 27 19.9
 HY1691
 HY1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1691!SPC KY1Z     -   0.99994338  x   0.99992870  =   0.99987208
 HY1691!SPC KY N     -   0.99994338  x   0.99996786  =   0.99991124
 HY1691!UTM  17      -   0.99994338  x   1.00012008  =   1.00006345
 HY1691
 HY1691:                Primary Azimuth Mark                     Grid Az
 HY1691:SPC KY1Z     -  I64 T 93                                 051 58 43.7
 HY1691:SPC KY N     -  I64 T 93                                 052 53 32.8
 HY1691:UTM  17      -  I64 T 93                                 054 54 30.2
 HY1691
 HY1691|---------------------------------------------------------------------|
 HY1691| PID    Reference Object                     Distance      Geod. Az  |
 HY1691|                                                           dddmmss.s |
 HY1691| HY2399 I64 T 93                            APPROX. 1.9 KM 0532710.3 |
 HY1691| HY1689 I64 T 92 RM 1                        15.438 METERS 09237     |
 HY1691| HY1690 I64 T 92 RM 2                        14.046 METERS 18144     |
 HY1691| HY1688 I64 T 92 AZ MK                                     3384453.6 |
 HY1691|---------------------------------------------------------------------|
 HY1691
 HY1691                          SUPERSEDED SURVEY CONTROL
 HY1691
 HY1691  NAD 83(1986)-  38 16 18.73501(N)    083 20 56.73612(W) AD(       ) 2
 HY1691  NAD 27      -  38 16 18.44405(N)    083 20 57.07646(W) AD(       ) 2
 HY1691  NGVD 29 (??/??/92)  393.486  (m)         1290.96   (f) ADJ UNCH    2 0
 HY1691
 HY1691.Superseded values are not recommended for survey control.
 HY1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1691.See file dsdata.txt to determine how the superseded data were derived.
 HY1691
 HY1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC9450638590(NAD 83)
 HY1691_MARKER: DD = SURVEY DISK
 HY1691_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1691_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1691_STAMPING: I-64 T-92 1964
 HY1691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1691
 HY1691  HISTORY     - Date     Condition        Report By
 HY1691  HISTORY     - 1964     MONUMENTED       PAS
 HY1691  HISTORY     - 1964     GOOD             PAS
 HY1691
 HY1691                          STATION DESCRIPTION
 HY1691
 HY1691'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964 (EB)
 HY1691'STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF MOREHEAD AND ABOUT
 HY1691'9-1/2 MILES SOUTHWEST OF OLIVE HILL.  IT IS APPROXIMATELY ON THE
 HY1691'HIGHEST POINT OF A WOODED HILL, ON LAND OWNED BY MR. MCKINLEY FRALEY.
 HY1691'
 HY1691'TO REACH THE STATION FROM THE ROWAN COUNTY COURT HOUSE IN MOREHEAD,
 HY1691'GO NORTHEAST ON U.S. HIGHWAY NO.60 FOR 8.05 MILES TO A SIDE ROAD LEFT
 HY1691'JUST BEYOND A LARGE CONCRETE BOX CULVERT.  TURN LEFT AND GO NORTH ON
 HY1691'DIRT ROAD FOR 0.15 MILE TO A Y-FORK.  TAKE LEFT FORK AND GO
 HY1691'NORTHWEST ON DIRT ROAD FOR 0.4 MILE TO ANOTHER Y-FORK.  TAKE LEFT
 HY1691'FORK AND CONTINUE NORTHWEST FOR 0.9 MILE TO AN OLD WOODS ROAD RIGHT
 HY1691'(SOUTH) NEAR A SHARP CURVE IN ROAD LEFT.  FROM HERE WALK SOUTHWEST
 HY1691'FOR APPROXIMATELY 0.05 MILE TO HIGHEST POINT AND STATION.
 HY1691'
 HY1691'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHWEST ON DIRT
 HY1691'ROAD FOR 0.1 MILE TO MARK ON RIGHT.
 HY1691'
 HY1691'STATION MARK IS LOCATED 20 FEET NORTHWEST OF A 20 INCH CHESTNUT OAK
 HY1691'TREE, 21 FEET SOUTHEAST OF A 10 INCH CHESTNUT OAK TREE AND 1.8 FEET
 HY1691'SOUTH OF METAL WITNESS POST AND SIGN.  THE MARK IS SET IN TOP OF A
 HY1691'6 INCH IRON PIPE FILLED WITH CONCRETE AND PROJECTS 6 INCHES.  THE
 HY1691'DISK IS STAMPED I64 T92 1964.
 HY1691'
 HY1691'REFERENCE MARK NO.1 IS EAST OF STATION, 30 FEET NORTHEAST OF A 20
 HY1691'INCH CHESTNUT OAK TREE, 9 FEET NORTHWEST OF AN 8 INCH RED OAK TREE
 HY1691'AND ABOUT 10 FEET LOWER THAN STATION.  THE MARK IS SET IN TOP OF A 5
 HY1691'INCH TILE PIPE FILLED WITH CONCRETE AND PROJECTS 3 INCHES.  THE DISK
 HY1691'IS STAMPED I64 T92 NO.1 1964.
 HY1691'
 HY1691'REFERENCE MARK NO.2 IS SOUTH OF STATION, 34 FEET EAST OF A 12 INCH
 HY1691'CHESTNUT OAK TREE, 26 FEET NORTH OF A 12 INCH CHESTNUT OAK TREE AND
 HY1691'ABOUT 10 FEET LOWER THAN STATION.  THE MARK IS SET IN TOP OF A 5
 HY1691'INCH TILE PIPE FILLED WITH CONCRETE AND PROJECTS 2 INCHES.  THE DISK
 HY1691'IS STAMPED I64 T92 NO.2 1964.
 HY1691'
 HY1691'AZIMUTH MARK IS ABOUT 0.15 MILE NORTH OF STATION, 22 FEET SOUTHEAST
 HY1691'OF FENCE CORNER, 21 FEET NORTHEAST OF CENTER OF ROAD, 1.8 FEET
 HY1691'SOUTHEAST OF METAL WITNESS POST AND SIGN AND ABOUT 6 FEET HIGHER
 HY1691'THAN ROAD.  THE MARK IS SET IN TOP OF A CONCRETE POST PROJECTING 2
 HY1691'INCHES AND STAMPED I64 T92 1964.
 HY1691'
 HY1691'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY1691'DEPARTMENT OF HIGHWAY SURVEY DISKS SET AS DESCRIBED.
 HY1691'
 HY1691'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 HY1691
 HY1691                          STATION RECOVERY (1964)
 HY1691
 HY1691'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1691'9.5 MI NE FROM MOREHEAD.
 HY1691'ABOUT 8.05 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE ROWAN
 HY1691'COUNTY COURT HOUSE IN MOREHEAD, THENCE ABOUT 0.15 MILE NORTH
 HY1691'ALONG DIRT ROAD TO A Y-FORK, THENCE ABOUT 0.4 MILE NORTHWEST ALONG
 HY1691'DIRT ROAD TO ANOTHER Y-FORK, CONTINUE NORTHWEST ALONG DIRT
 HY1691'ROAD FOR 0.9 MILE TO AN OLD WOODS ROAD SOUTH NEAR A SHARP
 HY1691'CURVE IN ROAD LEFT.  FROM HERE WALK SOUTHWEST FOR APPROXIMATELY
 HY1691'300 FEET TO HIGHEST POINT AND MARK.  IT IS 21 FEET SOUTHEAST
 HY1691'OF A 10-INCH CHESTNUT OAK TREE, 20 FEET NORTHWEST OF A 20-INCH
 HY1691'CHESTNUT OAK TREE AND 1.8 FEET SOUTH OF METAL WITNESS POST
 HY1691'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET
 HY1691'IN TOP OF A 6 INCH IRON PIPE FILLED WITH CONCRETE AND PROJECTS
 HY1691'6 INCHES.  THE DISK IS STAMPED I-64 T-92 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1688 ***********************************************************************
 HY1688  DESIGNATION -  I64 T 92 AZ MK
 HY1688  PID         -  HY1688
 HY1688  STATE/COUNTY-  KY/ROWAN
 HY1688  USGS QUAD   -  SOLDIER (1970)
 HY1688
 HY1688                         *CURRENT SURVEY CONTROL
 HY1688  ___________________________________________________________________
 HY1688* NAD 83(1986)-  38 16 25.     (N)    083 21 00.     (W)     SCALED    
 HY1688* NAVD 88     -       380.039  (meters)    1246.84   (feet)  ADJUSTED  
 HY1688  ___________________________________________________________________
 HY1688  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1688  DYNAMIC HT  -         379.774 (meters)    1245.98  (feet)  COMP
 HY1688  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 HY1688
 HY1688  VERT ORDER  -  SECOND    CLASS 0
 HY1688
 HY1688.The horizontal coordinates were scaled from a topographic map and have
 HY1688.an estimated accuracy of +/- 6 seconds.
 HY1688
 HY1688.The orthometric height was determined by differential leveling
 HY1688.and adjusted by the National Geodetic Survey in June 1991..
 HY1688
 HY1688.The geoid height was determined by GEOID03.
 HY1688
 HY1688.The dynamic height is computed by dividing the NAVD 88
 HY1688.geopotential number by the normal gravity value computed on the
 HY1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1688.degrees latitude (g = 980.6199 gals.).
 HY1688
 HY1688.The modeled gravity was interpolated from observed gravity values.
 HY1688
 HY1688;                    North         East    Units  Estimated Accuracy
 HY1688;SPC KY1Z     - 1,218,040.    1,709,970.      MT  (+/- 180 meters Scaled)
 HY1688
 HY1688                          SUPERSEDED SURVEY CONTROL
 HY1688
 HY1688  NGVD 29 (??/??/92)  380.16   (m)         1247.2    (f) COMPUTED    2 0
 HY1688
 HY1688.Superseded values are not recommended for survey control.
 HY1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1688.See file dsdata.txt to determine how the superseded data were derived.
 HY1688
 HY1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC944387(NAD 83)
 HY1688_MARKER: DZ = AZIMUTH MARK DISK
 HY1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1688_STAMPING: I-64 T-92 1964
 HY1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1688+STABILITY: SURFACE MOTION
 HY1688
 HY1688  HISTORY     - Date     Condition        Report By
 HY1688  HISTORY     - 1964     MONUMENTED       KYHD
 HY1688
 HY1688                          STATION DESCRIPTION
 HY1688
 HY1688'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964
 HY1688'9.6 MI NE FROM MOREHEAD.
 HY1688'ABOUT 8.05 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 HY1688'ROWAN COUNTY COURT HOUSE IN MOREHEAD, THENCE ABOUT 0.15 MILE
 HY1688'NORTH ALONG DIRT ROAD TO A Y-FORK, THENCE ABOUT 0.4 MILE NORTHWEST
 HY1688'ALONG DIRT ROAD TO ANOTHER Y-FORK, CONTINUE NORTHWEST ALONG
 HY1688'DIRT ROAD FOR 1.0 MILE TO MARK ON RIGHT.  IT IS 22 FEET SOUTHEAST
 HY1688'OF A FENCE CORNER, 21 FEET NORTHEAST OF THE CENTER OF ROAD,
 HY1688'1.8 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN AND ABOUT 6
 HY1688'FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HY1688'AZIMUTH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 2
 HY1688'INCHES AND STAMPED I-64 T-92 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1689 ***********************************************************************
 HY1689  DESIGNATION -  I64 T 92 RM 1
 HY1689  PID         -  HY1689
 HY1689  STATE/COUNTY-  KY/ROWAN
 HY1689  USGS QUAD   -  SOLDIER (1970)
 HY1689
 HY1689                         *CURRENT SURVEY CONTROL
 HY1689  ___________________________________________________________________
 HY1689* NAD 83(1986)-  38 16 19.     (N)    083 20 57.     (W)     SCALED    
 HY1689* NAVD 88     -       390.051  (meters)    1279.69   (feet)  ADJUSTED  
 HY1689  ___________________________________________________________________
 HY1689  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1689  DYNAMIC HT  -         389.779 (meters)    1278.80  (feet)  COMP
 HY1689  MODELED GRAV-     979,919.5   (mgal)                       NAVD 88
 HY1689
 HY1689  VERT ORDER  -  SECOND    CLASS 0
 HY1689
 HY1689.The horizontal coordinates were scaled from a topographic map and have
 HY1689.an estimated accuracy of +/- 6 seconds.
 HY1689
 HY1689.The orthometric height was determined by differential leveling
 HY1689.and adjusted by the National Geodetic Survey in June 1991..
 HY1689
 HY1689.The geoid height was determined by GEOID03.
 HY1689
 HY1689.The dynamic height is computed by dividing the NAVD 88
 HY1689.geopotential number by the normal gravity value computed on the
 HY1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1689.degrees latitude (g = 980.6199 gals.).
 HY1689
 HY1689.The modeled gravity was interpolated from observed gravity values.
 HY1689
 HY1689;                    North         East    Units  Estimated Accuracy
 HY1689;SPC KY1Z     - 1,217,860.    1,710,050.      MT  (+/- 180 meters Scaled)
 HY1689
 HY1689                          SUPERSEDED SURVEY CONTROL
 HY1689
 HY1689  NGVD 29 (??/??/92)  390.174  (m)         1280.10   (f) ADJ UNCH    2 0
 HY1689
 HY1689.Superseded values are not recommended for survey control.
 HY1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1689.See file dsdata.txt to determine how the superseded data were derived.
 HY1689
 HY1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC945385(NAD 83)
 HY1689_MARKER: DR = REFERENCE MARK DISK
 HY1689_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1689_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1689_STAMPING: I-64 T-92 NO 1 1964
 HY1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1689
 HY1689  HISTORY     - Date     Condition        Report By
 HY1689  HISTORY     - 1964     MONUMENTED       PAS
 HY1689
 HY1689                          STATION DESCRIPTION
 HY1689
 HY1689'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1689'9.5 MI NE FROM MOREHEAD.
 HY1689'ABOUT 8.05 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE ROWAN
 HY1689'COUNTY COURT HOUSE IN MOREHEAD, THENCE ABOUT 0.15 MILE NORTH
 HY1689'ALONG DIRT ROAD TO A Y-FORK, THENCE ABOUT 0.4 MILE NORTHWEST
 HY1689'ALONG DIRT ROAD TO ANOTHER Y-FORK, CONTINUE NORTHWEST ALONG DIRT
 HY1689'ROAD FOR 0.9 MILE TO AN OLD WOODS ROAD SOUTH NEAR A SHARP
 HY1689'CURVE IN ROAD LEFT.  FROM HERE WALK SOUTHWEST FOR APPROXIMATELY
 HY1689'300 FEET TO MARK NEAR HIGHEST POINT.  IT IS 30 FEET
 HY1689'NORTHEAST OF A 20-INCH CHESTNUT OAK TREE AND 9 FEET NORTHWEST OF
 HY1689'AN 8-INCH RED OAK TREE.  THE MARK IS SET IN TOP OF A TILE
 HY1689'PIPE FILLED WITH CONCRETE AND THE DISK IS STAMPED I-64 T-92 NO.
 HY1689'1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1690 ***********************************************************************
 HY1690  DESIGNATION -  I64 T 92 RM 2
 HY1690  PID         -  HY1690
 HY1690  STATE/COUNTY-  KY/ROWAN
 HY1690  USGS QUAD   -  SOLDIER (1970)
 HY1690
 HY1690                         *CURRENT SURVEY CONTROL
 HY1690  ___________________________________________________________________
 HY1690* NAD 83(1986)-  38 16 19.     (N)    083 20 57.     (W)     SCALED    
 HY1690* NAVD 88     -       390.461  (meters)    1281.04   (feet)  ADJUSTED  
 HY1690  ___________________________________________________________________
 HY1690  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1690  DYNAMIC HT  -         390.189 (meters)    1280.15  (feet)  COMP
 HY1690  MODELED GRAV-     979,919.5   (mgal)                       NAVD 88
 HY1690
 HY1690  VERT ORDER  -  SECOND    CLASS 0
 HY1690
 HY1690.The horizontal coordinates were scaled from a topographic map and have
 HY1690.an estimated accuracy of +/- 6 seconds.
 HY1690
 HY1690.The orthometric height was determined by differential leveling
 HY1690.and adjusted by the National Geodetic Survey in June 1991..
 HY1690
 HY1690.The geoid height was determined by GEOID03.
 HY1690
 HY1690.The dynamic height is computed by dividing the NAVD 88
 HY1690.geopotential number by the normal gravity value computed on the
 HY1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1690.degrees latitude (g = 980.6199 gals.).
 HY1690
 HY1690.The modeled gravity was interpolated from observed gravity values.
 HY1690
 HY1690;                    North         East    Units  Estimated Accuracy
 HY1690;SPC KY1Z     - 1,217,860.    1,710,050.      MT  (+/- 180 meters Scaled)
 HY1690
 HY1690                          SUPERSEDED SURVEY CONTROL
 HY1690
 HY1690  NGVD 29 (??/??/92)  390.584  (m)         1281.44   (f) ADJ UNCH    2 0
 HY1690
 HY1690.Superseded values are not recommended for survey control.
 HY1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1690.See file dsdata.txt to determine how the superseded data were derived.
 HY1690
 HY1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC945385(NAD 83)
 HY1690_MARKER: DR = REFERENCE MARK DISK
 HY1690_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1690_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1690_STAMPING: I-64 T-92 NO 2 1964
 HY1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1690
 HY1690  HISTORY     - Date     Condition        Report By
 HY1690  HISTORY     - 1964     MONUMENTED       PAS
 HY1690
 HY1690                          STATION DESCRIPTION
 HY1690
 HY1690'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1690'9.5 MI NE FROM MOREHEAD.
 HY1690'ABOUT 8.05 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 HY1690'ROWAN COUNTY COURT HOUSE IN MOREHEAD, THENCE ABOUT 0.15 MILE
 HY1690'NORTH ALONG DIRT ROAD TO A Y-FORK, THENCE ABOUT 0.4 MILE NORTHWEST
 HY1690'ALONG DIRT ROAD TO ANOTHER Y-FORK, CONTINUE NORTHWEST ALONG
 HY1690'DIRT ROAD FOR 0.9 MILE TO AN OLD WOODS ROAD SOUTH NEAR A
 HY1690'SHARP CURVE IN ROAD LEFT.  FROM HERE WALK SOUTHWEST FOR
 HY1690'APPROXIMATELY 300 FEET TO MARK NEAR HIGHEST POINT.  IT IS 34
 HY1690'FEET EAST OF A 12-INCH CHESTNUT OAK TREE AND 26 FEET NORTH
 HY1690'OF A 12-INCH CHESTNUT OAK TREE.  THE MARK IS SET IN TOP OF A
 HY1690'TILE PIPE FILLED WITH CONCRETE AND THE DISK IS STAMPED I-64
 HY1690'T-92 NO. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2399 ***********************************************************************
 HY2399  DESIGNATION -  I64 T 93
 HY2399  PID         -  HY2399
 HY2399  STATE/COUNTY-  KY/CARTER
 HY2399  USGS QUAD   -  SOLDIER (1970)
 HY2399
 HY2399                         *CURRENT SURVEY CONTROL
 HY2399  ___________________________________________________________________
 HY2399* NAD 83(1993)-  38 16 55.16057(N)    083 19 54.36744(W)     ADJUSTED  
 HY2399* NAVD 88     -       391.9    (meters)    1286.     (feet)  VERTCON   
 HY2399  ___________________________________________________________________
 HY2399  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 HY2399  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY2399
 HY2399  HORZ ORDER  -  SECOND
 HY2399
 HY2399.The horizontal coordinates were established by classical geodetic methods
 HY2399.and adjusted by the National Geodetic Survey in December 1995..
 HY2399
 HY2399.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2399
 HY2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2399
 HY2399.The geoid height was determined by GEOID03.
 HY2399
 HY2399;                    North         East     Units Scale Factor Converg.
 HY2399;SPC KY1Z     - 1,219,009.875 1,711,544.809   MT  0.99992993   +1 29 04.9
 HY2399;SPC KY1Z     - 3,999,368.23  5,615,293.26   sFT  0.99992993   +1 29 04.9
 HY2399;SPC KY N     -    87,198.610   580,336.748   MT  0.99996728   +0 34 16.3
 HY2399;SPC KY N     -   286,084.11  1,903,988.15   sFT  0.99996728   +0 34 16.3
 HY2399;UTM  17      - 4,239,674.950   296,050.128   MT  1.00011230   -1 26 42.4
 HY2399
 HY2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2399!SPC KY1Z     -   0.99994361  x   0.99992993  =   0.99987354
 HY2399!SPC KY N     -   0.99994361  x   0.99996728  =   0.99991089
 HY2399!UTM  17      -   0.99994361  x   1.00011230  =   1.00005590
 HY2399
 HY2399:                Primary Azimuth Mark                     Grid Az
 HY2399:SPC KY1Z     -  I64 T 93 AZ MK                           098 25 59.5
 HY2399:SPC KY N     -  I64 T 93 AZ MK                           099 20 48.1
 HY2399:UTM  17      -  I64 T 93 AZ MK                           101 21 46.8
 HY2399
 HY2399|---------------------------------------------------------------------|
 HY2399| PID    Reference Object                     Distance      Geod. Az  |
 HY2399|                                                           dddmmss.s |
 HY2399| DC2284 I64 T 93 AZ MK                                     0995504.4 |
 HY2399| DC2285 I64 T 93 RM 1                        16.854 METERS 16813     |
 HY2399| DC2286 I64 T 93 RM 2                        12.380 METERS 25945     |
 HY2399|---------------------------------------------------------------------|
 HY2399
 HY2399                          SUPERSEDED SURVEY CONTROL
 HY2399
 HY2399  NAD 83(1986)-  38 16 55.16682(N)    083 19 54.37302(W) AD(       ) 2
 HY2399  NAD 27      -  38 16 54.87603(N)    083 19 54.71571(W) AD(       ) 2
 HY2399  NGVD 29 (07/19/86)  392.0    (m)         1286.     (f) VERT ANG       
 HY2399
 HY2399.Superseded values are not recommended for survey control.
 HY2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2399.See file dsdata.txt to determine how the superseded data were derived.
 HY2399
 HY2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC9605039675(NAD 83)
 HY2399_MARKER: DD = SURVEY DISK
 HY2399_SETTING: 0 = UNSPECIFIED SETTING
 HY2399
 HY2399  HISTORY     - Date     Condition        Report By
 HY2399  HISTORY     - 1964     MONUMENTED       PAS
 HY2399
 HY2399                          STATION DESCRIPTION
 HY2399
 HY2399'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964 (EB)
 HY2399'STATION IS LOCATED ABOUT 8-1/2 MILES WEST OF OLIVE HILL AND ABOUT 9
 HY2399'1/2 MILES NORTHEAST OF MOREHEAD.  IT IS APPROXIMATELY ON THE HIGHEST
 HY2399'POINT OF A RIDGE THAT DIVIDES CARTER-ROWAN COUNTIES AND ON LAND
 HY2399'OWNED BY MR. CLAY EASTERLING, JR.
 HY2399'
 HY2399'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2399'HIGHWAY 2 IN OLIVE HILL, GO WEST AND SOUTHWEST ON U.S. HIGHWAY 60
 HY2399'FOR 9.2 MILES TO A GRAVEL ROAD RIGHT (THIS ROAD IS ABOUT 0.25 MILE
 HY2399'SOUTHWEST OF THE CARTER-ROWAN COUNTY LINE).  TURN RIGHT ON GRAVEL
 HY2399'ROAD AND GO NORTH FOR 0.8 MILE TO END OF TRAVELED ROAD AT MR.
 HY2399'EASTERLINGS RESIDENCE.  CONTINUE AHEAD FOR APPROXIMATELY 200 FEET
 HY2399'TO A FORK.  TAKE LEFT FORK AND FOLLOW OLD FIELD ROAD NORTHWEST FOR
 HY2399'0.25 MILE TO HIGHEST POINT AND STATION ON RIGHT.
 HY2399'
 HY2399'TO REACH AZIMUTH MARK FROM THIS POINT, FOLLOW OLD FIELD ROAD NORTH
 HY2399'FOR 0.15 MILE TO TOP OF RIDGE AT BARN.  TURN RIGHT AND FOLLOW RIDGE
 HY2399'EAST FOR APPROXIMATELY 400 FEET TO HIGHEST POINT AND MARK IN
 HY2399'PASTURE.
 HY2399'
 HY2399'STATION MARK IS LOCATED 8 FEET EAST OF CENTER OF ROAD, 1.8 FEET
 HY2399'SOUTHWEST OF METAL WITNESS POST AND SIGN AND 1 FOOT WEST OF WIRE
 HY2399'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED I64 T93
 HY2399'1964.
 HY2399'
 HY2399'REFERENCE MARK NO.1 IS SOUTH OF STATION, 7 FEET EAST OF CENTER OF
 HY2399'FIELD ROAD AND 1 FOOT WEST OF WIRE FENCE.  THE MARK PROJECTS 3 INCHES
 HY2399'AND THE DISK IS STAMPED I64 T93 NO.1 1964.
 HY2399'
 HY2399'REFERENCE MARK NO.2 IS WEST OF STATION, 34 FEET WEST OF CENTER OF
 HY2399'FIELD ROAD, AND 5 FEET EAST OF A 24 INCH OAK TREE. THE MARK PROJECTS
 HY2399'2 INCHES AND THE DISK IS STAMPED I64 T93 NO.2 1964.
 HY2399'
 HY2399'AZIMUTH MARK IS ABOUT 0.2 MILE EAST OF STATION, APPROXIMATELY 40 FEET
 HY2399'SOUTH OF SOUTH WOODS LINE AND 2 FEET WEST OF METAL WITNESS POST AND
 HY2399'SIGN.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I64 T93
 HY2399'1964.
 HY2399'
 HY2399'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY2399'DEPARTMENT OF HIGHWAY SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY2399'
 HY2399'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2400 ***********************************************************************
 HY2400  DESIGNATION -  I64 T 94
 HY2400  PID         -  HY2400
 HY2400  STATE/COUNTY-  KY/CARTER
 HY2400  USGS QUAD   -  SOLDIER (1970)
 HY2400
 HY2400                         *CURRENT SURVEY CONTROL
 HY2400  ___________________________________________________________________
 HY2400* NAD 83(1993)-  38 16 09.76746(N)    083 18 37.01562(W)     ADJUSTED  
 HY2400* NAVD 88     -       367.5    (meters)    1206.     (feet)  VERTCON   
 HY2400  ___________________________________________________________________
 HY2400  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 HY2400  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HY2400
 HY2400  HORZ ORDER  -  SECOND
 HY2400
 HY2400.The horizontal coordinates were established by classical geodetic methods
 HY2400.and adjusted by the National Geodetic Survey in December 1995..
 HY2400
 HY2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2400
 HY2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2400
 HY2400.The geoid height was determined by GEOID03.
 HY2400
 HY2400;                    North         East     Units Scale Factor Converg.
 HY2400;SPC KY1Z     - 1,217,659.733 1,713,460.598   MT  0.99992840   +1 29 52.4
 HY2400;SPC KY1Z     - 3,994,938.64  5,621,578.65   sFT  0.99992840   +1 29 52.4
 HY2400;SPC KY N     -    85,818.047   582,230.844   MT  0.99996801   +0 35 04.4
 HY2400;SPC KY N     -   281,554.71  1,910,202.36   sFT  0.99996801   +0 35 04.4
 HY2400;UTM  17      - 4,238,228.402   297,894.739   MT  1.00010307   -1 25 53.0
 HY2400
 HY2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2400!SPC KY1Z     -   0.99994744  x   0.99992840  =   0.99987584
 HY2400!SPC KY N     -   0.99994744  x   0.99996801  =   0.99991545
 HY2400!UTM  17      -   0.99994744  x   1.00010307  =   1.00005050
 HY2400
 HY2400|---------------------------------------------------------------------|
 HY2400| PID    Reference Object                     Distance      Geod. Az  |
 HY2400|                                                           dddmmss.s |
 HY2400| DC2289 I64 T 94 RM 2                                      09011     |
 HY2400| DC2287 I64 T 94 AZ MK                                     2411508.4 |
 HY2400| DC2288 I64 T 94 RM 1                                      35616     |
 HY2400|---------------------------------------------------------------------|
 HY2400
 HY2400                          SUPERSEDED SURVEY CONTROL
 HY2400
 HY2400  NAD 83(1986)-  38 16 09.77356(N)    083 18 37.02117(W) AD(       ) 2
 HY2400  NAD 27      -  38 16 09.48204(N)    083 18 37.36644(W) AD(       ) 2
 HY2400  NGVD 29 (07/19/86)  367.6    (m)         1206.     (f) VERT ANG       
 HY2400
 HY2400.Superseded values are not recommended for survey control.
 HY2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2400.See file dsdata.txt to determine how the superseded data were derived.
 HY2400
 HY2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC9789538228(NAD 83)
 HY2400_MARKER: DD = SURVEY DISK
 HY2400_SETTING: 0 = UNSPECIFIED SETTING
 HY2400
 HY2400  HISTORY     - Date     Condition        Report By
 HY2400  HISTORY     - 1964     MONUMENTED       PAS
 HY2400
 HY2400                          STATION DESCRIPTION
 HY2400
 HY2400'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964 (EB)
 HY2400'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF OLIVE HILL AND
 HY2400'ABOUT 1 MILE NORTHWEST OF SOLDIER COMMUNITY.  IT IS APPROXIMATELY ON
 HY2400'THE HIGHEST POINT IN AN OPEN FIELD AND ON LAND OWNED BY MR. DEWEY
 HY2400'DAVIS.
 HY2400'
 HY2400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2400'HIGHWAY 2 IN OLIVE HILL, GO WEST AND SOUTHWEST ON U.S. HIGHWAY 60
 HY2400'FOR 8.6 MILES TO A SIDE ROAD LEFT TO SOLDIER.  TURN LEFT AND GO
 HY2400'SOUTH FOR 0.3 MILE TO A DRIVE LEFT AT TRUMBO CEMETERY.  TURN LEFT
 HY2400'AND GO EAST ON DRIVE FOR 0.15 MILE TO A Y-FORK.  TAKE RIGHT FORK AND
 HY2400'CONTINUE EAST FOR 0.15 MILE TO HIGHEST POINT AND STATION.
 HY2400'
 HY2400'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH FOR 0.05 MILE
 HY2400'TO MARK ON LEFT.
 HY2400'
 HY2400'STATION MARK IS LOCATED ABOUT 172 FEET EAST-SOUTHEAST OF POWER POLE
 HY2400'261 AND ABOUT 136 FEET SOUTHWEST OF POWER POLE 262.  THE MARK IS 12
 HY2400'INCHES BELOW THE SURFACE AND THE DISK IS STAMPED I64 T94 1964.
 HY2400'
 HY2400'REFERENCE MARK NO.1 IS NORTH OF STATION, AT THE NORTH EDGE OF
 HY2400'CULTIVATED FIELD, ABOUT 107 FEET WEST OF POWER POLE 262, 2 FEET
 HY2400'SOUTHEAST OF METAL WITNESS POST AND SIGN AND ABOUT 12 FEET LOWER THAN
 HY2400'STATION.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED I64 T94
 HY2400'NO.1 1964.
 HY2400'
 HY2400'REFERENCE MARK NO.2 IS EAST OF STATION, AT THE EAST EDGE OF
 HY2400'CULTIVATED FIELD, 43 FEET SOUTH OF A 12 INCH LOCUST TREE, 1 FOOT WEST
 HY2400'OF WIRE FENCE AND ABOUT 15 FEET LOWER THAN STATION.  THE MARK
 HY2400'PROJECTS 3 INCHES AND THE DISK IS STAMPED I64 T94 NO.2 1964.
 HY2400'
 HY2400'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHWEST OF STATION, 43 FEET
 HY2400'NORTHWEST OF A POWER LINE JUNCTION POLE WITH TRANSFORMER, 23 FEET
 HY2400'EAST OF THE CENTER OF ROAD, 3 FEET NORTH OF METAL WITNESS POST AND
 HY2400'SIGN, 1 FOOT WEST OF WIRE FENCE AND ABOUT 2 FEET LOWER THAN ROAD.
 HY2400'THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T94 1964.
 HY2400'
 HY2400'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY2400'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY2400'
 HY2400'HEIGHT OF LIGHT ABOVE STATION MARK 1.80 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2404 ***********************************************************************
 HY2404  DESIGNATION -  I64 T 95
 HY2404  PID         -  HY2404
 HY2404  STATE/COUNTY-  KY/CARTER
 HY2404  USGS QUAD   -  SOLDIER (1970)
 HY2404
 HY2404                         *CURRENT SURVEY CONTROL
 HY2404  ___________________________________________________________________
 HY2404* NAD 83(1993)-  38 18 40.57060(N)    083 16 29.24084(W)     ADJUSTED  
 HY2404* NAVD 88     -       356.1    (meters)    1168.     (feet)  VERTCON   
 HY2404  ___________________________________________________________________
 HY2404  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 HY2404  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY2404
 HY2404  HORZ ORDER  -  SECOND
 HY2404
 HY2404.The horizontal coordinates were established by classical geodetic methods
 HY2404.and adjusted by the National Geodetic Survey in December 1995..
 HY2404
 HY2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2404
 HY2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2404
 HY2404.The geoid height was determined by GEOID03.
 HY2404
 HY2404;                    North         East     Units Scale Factor Converg.
 HY2404;SPC KY1Z     - 1,222,389.399 1,716,441.991   MT  0.99993368   +1 31 10.9
 HY2404;SPC KY1Z     - 4,010,455.89  5,631,360.10   sFT  0.99993368   +1 31 10.9
 HY2404;SPC KY N     -    90,499.764   585,287.345   MT  0.99996577   +0 36 23.9
 HY2404;SPC KY N     -   296,914.64  1,920,230.23   sFT  0.99996577   +0 36 23.9
 HY2404;UTM  17      - 4,242,800.249   301,114.510   MT  1.00008716   -1 24 38.4
 HY2404
 HY2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2404!SPC KY1Z     -   0.99994923  x   0.99993368  =   0.99988291
 HY2404!SPC KY N     -   0.99994923  x   0.99996577  =   0.99991500
 HY2404!UTM  17      -   0.99994923  x   1.00008716  =   1.00003638
 HY2404
 HY2404:                Primary Azimuth Mark                     Grid Az
 HY2404:SPC KY1Z     -  I64 T 95 AZ MK                           061 11 52.0
 HY2404:SPC KY N     -  I64 T 95 AZ MK                           062 06 39.0
 HY2404:UTM  17      -  I64 T 95 AZ MK                           064 07 41.3
 HY2404
 HY2404|---------------------------------------------------------------------|
 HY2404| PID    Reference Object                     Distance      Geod. Az  |
 HY2404|                                                           dddmmss.s |
 HY2404| DC2290 I64 T 95 AZ MK                                     0624302.9 |
 HY2404| HY2370 PERRY                               APPROX. 5.5 KM 1021707.8 |
 HY2404| DC2291 I64 T 95 RM 1                        17.132 METERS 10533     |
 HY2404| DC2292 I64 T 95 RM 2                        16.322 METERS 20122     |
 HY2404|---------------------------------------------------------------------|
 HY2404
 HY2404                          SUPERSEDED SURVEY CONTROL
 HY2404
 HY2404  NAD 83(1986)-  38 18 40.57739(N)    083 16 29.24644(W) AD(       ) 2
 HY2404  NAD 27      -  38 18 40.28539(N)    083 16 29.59846(W) AD(       ) 2
 HY2404  NGVD 29 (07/19/86)  356.2    (m)         1169.     (f) VERT ANG       
 HY2404
 HY2404.Superseded values are not recommended for survey control.
 HY2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2404.See file dsdata.txt to determine how the superseded data were derived.
 HY2404
 HY2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC0111542800(NAD 83)
 HY2404_MARKER: DD = SURVEY DISK
 HY2404_SETTING: 0 = UNSPECIFIED SETTING
 HY2404
 HY2404  HISTORY     - Date     Condition        Report By
 HY2404  HISTORY     - 1964     MONUMENTED       PAS
 HY2404
 HY2404                          STATION DESCRIPTION
 HY2404
 HY2404'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964 (EB)
 HY2404'STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF OLIVE HILL AND ABOUT 2
 HY2404'1/2 MILES NORTHWEST OF GLOBE COMMUNITY.  IT IS APPROXIMATELY ON THE
 HY2404'HIGHEST POINT OF RIDGE IN AN OLD ABANDONED FIELD AND ON LAND OWNED
 HY2404'BY THE MARTHA LOGAN ESTATE.
 HY2404'
 HY2404'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2404'HIGHWAY NO.2 IN OLIVE HILL, GO WEST ON U.S. HIGHWAY 60 FOR 5.25
 HY2404'MILES TO A GRAVEL ROAD RIGHT NEAR REEVES BRANCH.  TURN RIGHT AND GO
 HY2404'NORTH ON GRAVEL ROAD FOR 1.0 MILE TO A DIRT DRIVE LEFT.  TURN LEFT
 HY2404'AND FOLLOW DRIVE NORTHWEST FOR 0.55 MILE TO AN OLD STRIP MINE ROAD
 HY2404'LEFT.  TURN LEFT UPHILL, AND FOLLOW OLD ROAD SOUTHWEST FOR 0.3
 HY2404'MILE TO A BARN NEAR STRIP MINE AREA.  TURN LEFT AROUND NORTHEAST SIDE
 HY2404'OF BARN AND FOLLOW OLD ROAD EAST FOR 0.15 MILE TO HIGHEST POINT AND
 HY2404'STATION.
 HY2404'
 HY2404'TO REACH AZIMUTH MARK FROM STATION, GO NORTHEAST ACROSS OLD FIELD FOR
 HY2404'0.1 MILE TO EDGE OF WOODS AND MARK.
 HY2404'
 HY2404'STATION MARK IS LOCATED 56 FEET EAST-NORTHEAST OF AN 8 INCH HICKORY
 HY2404'TREE, 52 FEET NORTH-NORTHEAST OF A 12 INCH RED OAK TREE AND 2 FEET
 HY2404'WEST OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 2 INCHES AND
 HY2404'THE DISK IS STAMPED I64 T95 1964.
 HY2404'
 HY2404'REFERENCE MARK NO.1 IS EAST OF STATION, AND ABOUT 7 FEET LOWER THAN
 HY2404'STATION.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED I64 T95
 HY2404'NO.1 1964.
 HY2404'
 HY2404'REFERENCE MARK NO.2 IS SOUTH OF STATION, 14 FEET SOUTHEAST OF A 12
 HY2404'INCH RED OAK TREE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HY2404'STAMPED I64 T95 NO.2 1964.
 HY2404'
 HY2404'AZIMUTH MARK IS ABOUT 0.1 MILE NORTHEAST OF STATION, 11-1/2 FEET
 HY2404'SOUTH OF A 10 INCH OAK TREE, 8-1/2 FEET WEST OF A 10 INCH OAK TREE,
 HY2404'1.7 FEET SOUTH OF METAL WITNESS POST AND SIGN AND 1 FOOT SOUTHWEST OF
 HY2404'AN OLD RAIL FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HY2404'STAMPED I64 T95 1964.
 HY2404'
 HY2404'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY2404'DEPARTMENT OF HIGHWAYS SURVEY DISKS IN CONCRETE AS DESCRIBED.
 HY2404'
 HY2404'HEIGHT OF LIGHT ABOVE STATION MARK 15.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1707 ***********************************************************************
 HY1707  DESIGNATION -  I64 T 96
 HY1707  PID         -  HY1707
 HY1707  STATE/COUNTY-  KY/CARTER
 HY1707  USGS QUAD   -  OLIVE HILL (1975)
 HY1707
 HY1707                         *CURRENT SURVEY CONTROL
 HY1707  ___________________________________________________________________
 HY1707* NAD 83(1993)-  38 19 23.30861(N)    083 12 36.46178(W)     ADJUSTED  
 HY1707* NAVD 88     -       333.465  (meters)    1094.04   (feet)  ADJUSTED  
 HY1707  ___________________________________________________________________
 HY1707  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HY1707  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1707  DYNAMIC HT  -         333.235 (meters)    1093.29  (feet)  COMP
 HY1707  MODELED GRAV-     979,930.9   (mgal)                       NAVD 88
 HY1707
 HY1707  HORZ ORDER  -  SECOND
 HY1707  VERT ORDER  -  SECOND    CLASS 0
 HY1707
 HY1707.The horizontal coordinates were established by classical geodetic methods
 HY1707.and adjusted by the National Geodetic Survey in December 1995..
 HY1707
 HY1707.The orthometric height was determined by differential leveling
 HY1707.and adjusted by the National Geodetic Survey in June 1991..
 HY1707
 HY1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1707
 HY1707.The geoid height was determined by GEOID03.
 HY1707
 HY1707.The dynamic height is computed by dividing the NAVD 88
 HY1707.geopotential number by the normal gravity value computed on the
 HY1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1707.degrees latitude (g = 980.6199 gals.).
 HY1707
 HY1707.The modeled gravity was interpolated from observed gravity values.
 HY1707
 HY1707;                    North         East     Units Scale Factor Converg.
 HY1707;SPC KY1Z     - 1,223,858.536 1,722,058.948   MT  0.99993527   +1 33 33.8
 HY1707;SPC KY1Z     - 4,015,275.88  5,649,788.40   sFT  0.99993527   +1 33 33.8
 HY1707;SPC KY N     -    91,879.279   590,927.169   MT  0.99996523   +0 38 48.7
 HY1707;SPC KY N     -   301,440.60  1,938,733.55   sFT  0.99996523   +0 38 48.7
 HY1707;UTM  17      - 4,243,980.482   306,800.017   MT  1.00005971   -1 22 15.3
 HY1707
 HY1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1707!SPC KY1Z     -   0.99995277  x   0.99993527  =   0.99988805
 HY1707!SPC KY N     -   0.99995277  x   0.99996523  =   0.99991800
 HY1707!UTM  17      -   0.99995277  x   1.00005971  =   1.00001248
 HY1707
 HY1707|---------------------------------------------------------------------|
 HY1707| PID    Reference Object                     Distance      Geod. Az  |
 HY1707|                                                           dddmmss.s |
 HY1707| HY1708 I64 T 96 RM 1                        12.644 METERS 04648     |
 HY1707| HY1709 I64 T 96 AZ MK                                     0773006.2 |
 HY1707| HY1713 I64 T 97                            APPROX. 2.5 KM 1052627.1 |
 HY1707| HY1706 I64 T 96 RM 2                        12.890 METERS 31420     |
 HY1707|---------------------------------------------------------------------|
 HY1707
 HY1707                          SUPERSEDED SURVEY CONTROL
 HY1707
 HY1707  NAD 83(1986)-  38 19 23.31557(N)    083 12 36.46719(W) AD(       ) 2
 HY1707  NAD 27      -  38 19 23.02496(N)    083 12 36.82574(W) AD(       ) 2
 HY1707  NGVD 29 (??/??/92)  333.595  (m)         1094.47   (f) ADJ UNCH    2 0
 HY1707
 HY1707.Superseded values are not recommended for survey control.
 HY1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1707.See file dsdata.txt to determine how the superseded data were derived.
 HY1707
 HY1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC0680043980(NAD 83)
 HY1707_MARKER: DD = SURVEY DISK
 HY1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1707_STAMPING: I-64 T-96 1964
 HY1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1707+STABILITY: SURFACE MOTION
 HY1707
 HY1707  HISTORY     - Date     Condition        Report By
 HY1707  HISTORY     - 1964     MONUMENTED       PAS
 HY1707  HISTORY     - 1964     GOOD             PAS
 HY1707
 HY1707                          STATION DESCRIPTION
 HY1707
 HY1707'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964 (EB)
 HY1707'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF OLIVE HILL ON LAND
 HY1707'OWNED BY MRS. FREIDA BOCOOK.
 HY1707'
 HY1707'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY1707'HIGHWAY NO.2 IN OLIVE HILL, GO NORTHWEST ON STATE HIGHWAY 2 FOR 2.5
 HY1707'MILES TO A CROSSROAD AT TOP OF HILL.  TURN LEFT AND GO WEST ON
 HY1707'GRAVEL ROAD FOR 0.25 MILE TO AZIMUTH MARK ON THE LEFT.  CONTINUE
 HY1707'AHEAD ON GRAVEL ROAD FOR 0.05 MILE TO A Y-FORK.  TAKE LEFT FORK AND
 HY1707'GO SOUTHWEST FOR 0.05 MILE TO MARK ON RIGHT.
 HY1707'
 HY1707'STATION MARK IS LOCATED ABOUT 102 FEET SOUTH-SOUTHWEST OF THE
 HY1707'SOUTHWEST CORNER OF HOUSE, 26 FEET SOUTHEAST OF A TELEPHONE POLE, 15
 HY1707'FEET NORTHWEST OF THE CENTER OF ROAD, 6 FEET NORTH-NORTHWEST OF
 HY1707'FENCE CORNER, 2-1/2 FEET NORTH OF METAL WITNESS POST AND SIGN, 2-1/2
 HY1707'FEET NORTHEAST OF WIRE FENCE AND ABOUT 2 FEET HIGHER THAN ROAD.
 HY1707'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I64 T96 1964.
 HY1707'
 HY1707'REFERENCE MARK NO.1 IS NORTHEAST OF STATION, 67 FEET SOUTH OF THE
 HY1707'SOUTHWEST CORNER OF HOUSE, 41-1/2 FEET WEST OF A POWER POLE, 11 FEET
 HY1707'NORTHWEST OF THE CENTER OF ROAD AND ABOUT 1-1/2 FEET HIGHER THAN
 HY1707'ROAD. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED I64 T96 NO.1
 HY1707'1964.
 HY1707'
 HY1707'REFERENCE MARK NO.2 IS NORTHWEST OF STATION, 105 FEET SOUTHWEST OF
 HY1707'THE SOUTHWEST CORNER OF HOUSE, 57 FEET NORTHWEST OF THE CENTER OF
 HY1707'ROAD, 18 FEET SOUTHEAST OF FENCE CORNER, 17 FEET NORTHWEST OF A
 HY1707'TELEPHONE POLE AND 2 FEET NORTHEAST OF WIRE FENCE.  THE MARK
 HY1707'PROJECTS 1 INCH AND THE DISK IS STAMPED I64 T96 NO.2 1964.
 HY1707'
 HY1707'AZIMUTH MARK IS ABOUT 0.15 MILE EAST OF STATION, ABOUT 160 FEET SOUTH
 HY1707'OF THE CENTER OF GRAVEL ROAD, 79 FEET NORTHEAST OF A POWER POLE WITH
 HY1707'TRANSFORMER, 21-1/2 FEET WEST OF THE NORTHWEST CORNER OF SHED AND
 HY1707'2.8 FEET SOUTH OF SOUTHEAST CORNER OF FRAME HOUSE.  THE MARK
 HY1707'PROJECTS 2 INCHES AND THE DISK IS STAMPED I64 T96 1964.
 HY1707'
 HY1707'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY1707'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY1707'
 HY1707'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 HY1707
 HY1707                          STATION RECOVERY (1964)
 HY1707
 HY1707'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1707'2.8 MI NW FROM OLIVE HILL.
 HY1707'ABOUT 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 HY1707'OF U.S. HIGHWAY 60 AND STATE HIGHWAY 2 IN OLIVE HILL TO A
 HY1707'CROSSROAD AT TOP OF HILL, THENCE ABOUT 0.3 MILE WEST ALONG
 HY1707'GRAVEL ROAD TO A Y-FORK, THENCE ABOUT 0.05 MILE SOUTHWEST ALONG
 HY1707'DIRT ROAD, ABOUT 102 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 HY1707'CORNER OF HOUSE, 26 FEET SOUTHEAST OF A TELEPHONE POLE, 15 FEET
 HY1707'NORTHWEST OF THE CENTER OF ROAD, 6 FEET NORTH-NORTHWEST OF FENCE
 HY1707'CORNER, 2 1/2 FEET NORTH OF METAL WITNESS POST AND SIGN, 2 1/2
 HY1707'FEET NORTHEAST OF WIRE FENCE AND ABOUT 2 FEET HIGHER THAN ROAD.
 HY1707'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN TOP OF
 HY1707'CONCRETE POST PROJECTING 2 INCH AND STAMPED I-64 T-96 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1709 ***********************************************************************
 HY1709  DESIGNATION -  I64 T 96 AZ MK
 HY1709  PID         -  HY1709
 HY1709  STATE/COUNTY-  KY/CARTER
 HY1709  USGS QUAD   -  OLIVE HILL (1975)
 HY1709
 HY1709                         *CURRENT SURVEY CONTROL
 HY1709  ___________________________________________________________________
 HY1709* NAD 83(1986)-  38 19 24.     (N)    083 12 27.     (W)     SCALED    
 HY1709* NAVD 88     -       335.697  (meters)    1101.37   (feet)  ADJUSTED  
 HY1709  ___________________________________________________________________
 HY1709  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1709  DYNAMIC HT  -         335.466 (meters)    1100.61  (feet)  COMP
 HY1709  MODELED GRAV-     979,931.3   (mgal)                       NAVD 88
 HY1709
 HY1709  VERT ORDER  -  SECOND    CLASS 0
 HY1709
 HY1709.The horizontal coordinates were scaled from a topographic map and have
 HY1709.an estimated accuracy of +/- 6 seconds.
 HY1709
 HY1709.The orthometric height was determined by differential leveling
 HY1709.and adjusted by the National Geodetic Survey in June 1991..
 HY1709
 HY1709.The geoid height was determined by GEOID03.
 HY1709
 HY1709.The dynamic height is computed by dividing the NAVD 88
 HY1709.geopotential number by the normal gravity value computed on the
 HY1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1709.degrees latitude (g = 980.6199 gals.).
 HY1709
 HY1709.The modeled gravity was interpolated from observed gravity values.
 HY1709
 HY1709;                    North         East    Units  Estimated Accuracy
 HY1709;SPC KY1Z     - 1,223,890.    1,722,290.      MT  (+/- 180 meters Scaled)
 HY1709
 HY1709                          SUPERSEDED SURVEY CONTROL
 HY1709
 HY1709  NGVD 29 (??/??/92)  335.83   (m)         1101.8    (f) COMPUTED    2 0
 HY1709
 HY1709.Superseded values are not recommended for survey control.
 HY1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1709.See file dsdata.txt to determine how the superseded data were derived.
 HY1709
 HY1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC070439(NAD 83)
 HY1709_MARKER: DD = SURVEY DISK
 HY1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1709_STAMPING: I-64 T-96 1964
 HY1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1709+STABILITY: SURFACE MOTION
 HY1709
 HY1709  HISTORY     - Date     Condition        Report By
 HY1709  HISTORY     - 1964     MONUMENTED       KYHD
 HY1709
 HY1709                          STATION DESCRIPTION
 HY1709
 HY1709'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964
 HY1709'2.8 MI NW FROM OLIVE HILL.
 HY1709'ABOUT 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 2 FROM THE
 HY1709'JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 2 IN OLIVE HILL
 HY1709'TO A CROSSROAD AT TOP OF HILL, THENCE ABOUT 0.25 MILE WEST ALONG
 HY1709'GRAVEL ROAD, ABOUT 160 FEET SOUTH OF THE CENTER OF ROAD, 79
 HY1709'FEET NORTHEAST OF A POWER POLE WITH TRANSFORMER, 21 1/2 FEET
 HY1709'WEST OF THE NORTHWEST CORNER OF A SHED AND 2.8 FEET SOUTH OF THE
 HY1709'SOUTHEAST CORNER OF FRAME HOUSE.  A KENTUCKY DEPARTMENT OF
 HY1709'HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF CONCRETE POST
 HY1709'PROJECTING 2 INCHES AND STAMPED I-64 T-96 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1708 ***********************************************************************
 HY1708  DESIGNATION -  I64 T 96 RM 1
 HY1708  PID         -  HY1708
 HY1708  STATE/COUNTY-  KY/CARTER
 HY1708  USGS QUAD   -  OLIVE HILL (1975)
 HY1708
 HY1708                         *CURRENT SURVEY CONTROL
 HY1708  ___________________________________________________________________
 HY1708* NAD 83(1986)-  38 19 23.     (N)    083 12 37.     (W)     SCALED    
 HY1708* NAVD 88     -       333.960  (meters)    1095.67   (feet)  ADJUSTED  
 HY1708  ___________________________________________________________________
 HY1708  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1708  DYNAMIC HT  -         333.730 (meters)    1094.91  (feet)  COMP
 HY1708  MODELED GRAV-     979,930.9   (mgal)                       NAVD 88
 HY1708
 HY1708  VERT ORDER  -  SECOND    CLASS 0
 HY1708
 HY1708.The horizontal coordinates were scaled from a topographic map and have
 HY1708.an estimated accuracy of +/- 6 seconds.
 HY1708
 HY1708.The orthometric height was determined by differential leveling
 HY1708.and adjusted by the National Geodetic Survey in June 1991..
 HY1708
 HY1708.The geoid height was determined by GEOID03.
 HY1708
 HY1708.The dynamic height is computed by dividing the NAVD 88
 HY1708.geopotential number by the normal gravity value computed on the
 HY1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1708.degrees latitude (g = 980.6199 gals.).
 HY1708
 HY1708.The modeled gravity was interpolated from observed gravity values.
 HY1708
 HY1708;                    North         East    Units  Estimated Accuracy
 HY1708;SPC KY1Z     - 1,223,850.    1,722,050.      MT  (+/- 180 meters Scaled)
 HY1708
 HY1708                          SUPERSEDED SURVEY CONTROL
 HY1708
 HY1708  NGVD 29 (??/??/92)  334.090  (m)         1096.09   (f) ADJ UNCH    2 0
 HY1708
 HY1708.Superseded values are not recommended for survey control.
 HY1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1708.See file dsdata.txt to determine how the superseded data were derived.
 HY1708
 HY1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC067439(NAD 83)
 HY1708_MARKER: DR = REFERENCE MARK DISK
 HY1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1708_STAMPING: I-64 T-96 NO 1 1964
 HY1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1708+STABILITY: SURFACE MOTION
 HY1708
 HY1708  HISTORY     - Date     Condition        Report By
 HY1708  HISTORY     - 1964     MONUMENTED       PAS
 HY1708
 HY1708                          STATION DESCRIPTION
 HY1708
 HY1708'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1708'2.8 MI NW FROM OLIVE HILL.
 HY1708'ABOUT 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 2 FROM THE
 HY1708'JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 2 IN OLIVE HILL
 HY1708'TO A CROSSROAD AT TOP OF HILL, THENCE ABOUT 0.3 MILE WEST ALONG
 HY1708'GRAVEL ROAD TO A Y-FORK, THENCE ABOUT 0.05 MILE SOUTHWEST ALONG
 HY1708'DIRT ROAD, 67 FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE,
 HY1708'41 1/2 FEET WEST OF A POWER POLE, 11 FEET NORTHWEST OF THE
 HY1708'CENTER OF ROAD AND ABOUT 1 1/2 FEET HIGHER THAN ROAD.  A
 HY1708'KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP
 HY1708'OF CONCRETE POST PROJECTING 2 INCHES AND STAMPED I-64 T-96 NO.
 HY1708'1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1706 ***********************************************************************
 HY1706  DESIGNATION -  I64 T 96 RM 2
 HY1706  PID         -  HY1706
 HY1706  STATE/COUNTY-  KY/CARTER
 HY1706  USGS QUAD   -  OLIVE HILL (1975)
 HY1706
 HY1706                         *CURRENT SURVEY CONTROL
 HY1706  ___________________________________________________________________
 HY1706* NAD 83(1986)-  38 19 23.     (N)    083 12 37.     (W)     SCALED    
 HY1706* NAVD 88     -       334.087  (meters)    1096.08   (feet)  ADJUSTED  
 HY1706  ___________________________________________________________________
 HY1706  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1706  DYNAMIC HT  -         333.857 (meters)    1095.33  (feet)  COMP
 HY1706  MODELED GRAV-     979,930.9   (mgal)                       NAVD 88
 HY1706
 HY1706  VERT ORDER  -  SECOND    CLASS 0
 HY1706
 HY1706.The horizontal coordinates were scaled from a topographic map and have
 HY1706.an estimated accuracy of +/- 6 seconds.
 HY1706
 HY1706.The orthometric height was determined by differential leveling
 HY1706.and adjusted by the National Geodetic Survey in June 1991..
 HY1706
 HY1706.The geoid height was determined by GEOID03.
 HY1706
 HY1706.The dynamic height is computed by dividing the NAVD 88
 HY1706.geopotential number by the normal gravity value computed on the
 HY1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1706.degrees latitude (g = 980.6199 gals.).
 HY1706
 HY1706.The modeled gravity was interpolated from observed gravity values.
 HY1706
 HY1706;                    North         East    Units  Estimated Accuracy
 HY1706;SPC KY1Z     - 1,223,850.    1,722,050.      MT  (+/- 180 meters Scaled)
 HY1706
 HY1706                          SUPERSEDED SURVEY CONTROL
 HY1706
 HY1706  NGVD 29 (??/??/92)  334.217  (m)         1096.51   (f) ADJ UNCH    2 0
 HY1706
 HY1706.Superseded values are not recommended for survey control.
 HY1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1706.See file dsdata.txt to determine how the superseded data were derived.
 HY1706
 HY1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC067439(NAD 83)
 HY1706_MARKER: DR = REFERENCE MARK DISK
 HY1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1706_STAMPING: I-64 T-96 NO 2 1964
 HY1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1706+STABILITY: SURFACE MOTION
 HY1706
 HY1706  HISTORY     - Date     Condition        Report By
 HY1706  HISTORY     - 1964     MONUMENTED       PAS
 HY1706
 HY1706                          STATION DESCRIPTION
 HY1706
 HY1706'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1706'2.8 MI NW FROM OLIVE HILL.
 HY1706'ABOUT 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 2 FROM THE
 HY1706'JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 2 IN OLIVE HILL
 HY1706'TO A CROSSROAD AT TOP OF HILL, THENCE ABOUT 0.3 MILE WEST ALONG
 HY1706'GRAVEL ROAD TO A Y-FORK, THENCE ABOUT 0.05 MILE SOUTHWEST ALONG
 HY1706'DIRT ROD, ABOUT 105 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 HY1706'HOUSE, 57 FEET NORTHWEST OF THE CENTER OF ROAD, 18 FEET
 HY1706'SOUTHEAST OF FENCE CORNER, 17 FEET NORTHWEST OF A TELEPHONE
 HY1706'POLE AND 2 FEET NORTHEAST OF WIREFENCE.  A KENTUCKY DEPARTMENT
 HY1706'OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE POST
 HY1706'PROJECTING 1 INCH AND STAMPED I-64 T-96 NO. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1713 ***********************************************************************
 HY1713  DESIGNATION -  I64 T 97
 HY1713  PID         -  HY1713
 HY1713  STATE/COUNTY-  KY/CARTER
 HY1713  USGS QUAD   -  OLIVE HILL (1975)
 HY1713
 HY1713                         *CURRENT SURVEY CONTROL
 HY1713  ___________________________________________________________________
 HY1713* NAD 83(1993)-  38 19 01.90185(N)    083 10 58.14366(W)     ADJUSTED  
 HY1713* NAVD 88     -       333.833  (meters)    1095.25   (feet)  ADJUSTED  
 HY1713  ___________________________________________________________________
 HY1713  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 HY1713  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1713  DYNAMIC HT  -         333.606 (meters)    1094.51  (feet)  COMP
 HY1713  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 HY1713
 HY1713  HORZ ORDER  -  SECOND
 HY1713  VERT ORDER  -  SECOND    CLASS 0
 HY1713
 HY1713.The horizontal coordinates were established by classical geodetic methods
 HY1713.and adjusted by the National Geodetic Survey in December 1995..
 HY1713
 HY1713.The orthometric height was determined by differential leveling
 HY1713.and adjusted by the National Geodetic Survey in June 1991..
 HY1713
 HY1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1713
 HY1713.The geoid height was determined by GEOID03.
 HY1713
 HY1713.The dynamic height is computed by dividing the NAVD 88
 HY1713.geopotential number by the normal gravity value computed on the
 HY1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1713.degrees latitude (g = 980.6199 gals.).
 HY1713
 HY1713.The modeled gravity was interpolated from observed gravity values.
 HY1713
 HY1713;                    North         East     Units Scale Factor Converg.
 HY1713;SPC KY1Z     - 1,223,264.107 1,724,464.246   MT  0.99993446   +1 34 34.1
 HY1713;SPC KY1Z     - 4,013,325.66  5,657,679.78   sFT  0.99993446   +1 34 34.1
 HY1713;SPC KY N     -    91,246.605   593,322.769   MT  0.99996549   +0 39 49.9
 HY1713;SPC KY N     -   299,364.90  1,946,593.12   sFT  0.99996549   +0 39 49.9
 HY1713;UTM  17      - 4,243,263.790   309,172.067   MT  1.00004849   -1 21 13.6
 HY1713
 HY1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1713!SPC KY1Z     -   0.99995271  x   0.99993446  =   0.99988718
 HY1713!SPC KY N     -   0.99995271  x   0.99996549  =   0.99991821
 HY1713!UTM  17      -   0.99995271  x   1.00004849  =   1.00000120
 HY1713
 HY1713|---------------------------------------------------------------------|
 HY1713| PID    Reference Object                     Distance      Geod. Az  |
 HY1713|                                                           dddmmss.s |
 HY1713| HY1712 I64 T 97 RM 1                        54.692 METERS 04135     |
 HY1713| HY1714 I64 T 97 RM 2                        17.170 METERS 12917     |
 HY1713| HY1711 I64 T 97 AZ MK                                     3324956.3 |
 HY1713|---------------------------------------------------------------------|
 HY1713
 HY1713                          SUPERSEDED SURVEY CONTROL
 HY1713
 HY1713  NAD 83(1986)-  38 19 01.90905(N)    083 10 58.14901(W) AD(       ) 2
 HY1713  NAD 27      -  38 19 01.61838(N)    083 10 58.51059(W) AD(       ) 2
 HY1713  NGVD 29 (??/??/92)  333.968  (m)         1095.69   (f) ADJ UNCH    2 0
 HY1713
 HY1713.Superseded values are not recommended for survey control.
 HY1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1713.See file dsdata.txt to determine how the superseded data were derived.
 HY1713
 HY1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC0917243264(NAD 83)
 HY1713_MARKER: DD = SURVEY DISK
 HY1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1713_STAMPING: I-64 T-97 1964
 HY1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1713+STABILITY: SURFACE MOTION
 HY1713
 HY1713  HISTORY     - Date     Condition        Report By
 HY1713  HISTORY     - 1964     MONUMENTED       PAS
 HY1713  HISTORY     - 1964     GOOD             PAS
 HY1713
 HY1713                          STATION DESCRIPTION
 HY1713
 HY1713'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964 (EB)
 HY1713'STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF OLIVE HILL.  IT IS NEAR
 HY1713'A LARGE BARN LOCATED ON THE HIGHEST POINT OF A HILL IN PASTURE AND
 HY1713'ON LAND OWNED BY MR. RICHARD STALLARD.
 HY1713'
 HY1713'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY1713'HIGHWAY NO.2 IN OLIVE HILL, GO EAST ON U.S. HIGHWAY 60 FOR 0.55 MILE
 HY1713'TO A CROSSROAD.  TURN LEFT AND GO NORTH ON BLACK TOP ROAD FOR 1.1
 HY1713'MILES TO A T ROAD INTERSECTION.  TURN LEFT AND GO WEST ON BLACK TOP
 HY1713'ROAD FOR 0.3 MILE TO A DRIVE LEFT.  TURN LEFT AND GO NORTHWEST ON
 HY1713'DRIVE FOR 0.1 MILE TO BARN ON TOP OF HILL AND STATION.
 HY1713'
 HY1713'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD ON BLACK TOP
 HY1713'ROAD FOR 0.3 MILE TO MARK ON RIGHT.
 HY1713'
 HY1713'STATION MARK IS LOCATED 48 FEET NORTH OF THE SOUTHEAST CORNER OF
 HY1713'BARN, 18 FEET EAST OF THE NORTHEAST CORNER OF BARN, 1-1/2 FEET NORTH
 HY1713'OF METAL WITNESS POST AND SIGN AND 1-1/2 FEET NORTHEAST OF WIRE
 HY1713'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T97 1964.
 HY1713'
 HY1713'REFERENCE MARK NO.1 IS NORTHEAST OF STATION, 31 FEET SOUTHWEST OF THE
 HY1713'CENTER OF BLACK TOP ROAD, 8-1/2 FEET SOUTHEAST OF A 12 INCH LOCUST
 HY1713'TREE, 1-1/2 FEET SOUTHWEST OF WIRE FENCE AND ABOUT 6 FEET HIGHER THAN
 HY1713'ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T97 NO.1 1964.
 HY1713'
 HY1713'REFERENCE MARK NO.2 IS SOUTHEAST OF STATION, 57 FEET EAST OF THE
 HY1713'SOUTHEAST CORNER OF BARN, 16 FEET NORTHEAST OF THE CENTER OF DRIVE
 HY1713'AND 1 FOOT NORTHEAST OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK
 HY1713'IS STAMPED I64 T97 NO.2 1964.
 HY1713'
 HY1713'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF STATION, 88 FEET SOUTH OF
 HY1713'THE SOUTHWEST CORNER OF A 2 STORY STONE HOUSE, 36 FEET EAST OF THE
 HY1713'CENTER OF ROAD, 17 FEET NORTHEAST OF FENCE CORNER, 13 FEET SOUTHEAST
 HY1713'OF THE CENTER OF GRAVEL DRIVE, 1 FOOT NORTHWWEST OF WIRE FENCE AND
 HY1713'ABOUT LEVEL WITH ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 HY1713'STAMPED I64 T97 1964.
 HY1713'
 HY1713'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY1713'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HY1713'
 HY1713'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 HY1713
 HY1713                          STATION RECOVERY (1964)
 HY1713
 HY1713'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1713'1.4 MI N FROM OLIVE HILL.
 HY1713'ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 HY1713'STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL, THENCE ABOUT
 HY1713'1.1 MILES NORTH ALONG BLACK TOP ROAD TO A T-ROAD INTERSECTION,
 HY1713'THENCE ABOUT 0.3 MILE NORTHWEST ALONG BLACK TOP ROAD TO A
 HY1713'GRAVEL DRIVE LEFT, THENCE ABOUT 0.1 MILE NORTHWEST ALONG GRAVEL
 HY1713'DRIVE TO A LARGE BARN ON TOP OF HILL AND MARK.  IT IS 48 FEET
 HY1713'NORTH OF THE SOUTHEAST CORNER OF BARN, 18 FEET EAST OF THE
 HY1713'NORTHEAST CORNER OF BARN, 1 1/2 FEET NORTH OF METAL WITNESS POST
 HY1713'AND SIGN AND 1 1/2 FEET NORTHEAST OF WIRE FENCE.  A KENTUCKY
 HY1713'DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN TOP OF CONCRETE POST
 HY1713'FLUSH WITH GROUND AND STAMPED I-64 T-97 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1711 ***********************************************************************
 HY1711  DESIGNATION -  I64 T 97 AZ MK
 HY1711  PID         -  HY1711
 HY1711  STATE/COUNTY-  KY/CARTER
 HY1711  USGS QUAD   -  OLIVE HILL (1975)
 HY1711
 HY1711                         *CURRENT SURVEY CONTROL
 HY1711  ___________________________________________________________________
 HY1711* NAD 83(1986)-  38 19 15.     (N)    083 11 07.     (W)     SCALED    
 HY1711* NAVD 88     -       320.737  (meters)    1052.28   (feet)  ADJUSTED  
 HY1711  ___________________________________________________________________
 HY1711  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY1711  DYNAMIC HT  -         320.519 (meters)    1051.57  (feet)  COMP
 HY1711  MODELED GRAV-     979,939.0   (mgal)                       NAVD 88
 HY1711
 HY1711  VERT ORDER  -  SECOND    CLASS 0
 HY1711
 HY1711.The horizontal coordinates were scaled from a topographic map and have
 HY1711.an estimated accuracy of +/- 6 seconds.
 HY1711
 HY1711.The orthometric height was determined by differential leveling
 HY1711.and adjusted by the National Geodetic Survey in June 1991..
 HY1711
 HY1711.The geoid height was determined by GEOID03.
 HY1711
 HY1711.The dynamic height is computed by dividing the NAVD 88
 HY1711.geopotential number by the normal gravity value computed on the
 HY1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1711.degrees latitude (g = 980.6199 gals.).
 HY1711
 HY1711.The modeled gravity was interpolated from observed gravity values.
 HY1711
 HY1711;                    North         East    Units  Estimated Accuracy
 HY1711;SPC KY1Z     - 1,223,660.    1,724,240.      MT  (+/- 180 meters Scaled)
 HY1711
 HY1711                          SUPERSEDED SURVEY CONTROL
 HY1711
 HY1711  NGVD 29 (??/??/92)  320.87   (m)         1052.7    (f) COMPUTED    2 0
 HY1711
 HY1711.Superseded values are not recommended for survey control.
 HY1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1711.See file dsdata.txt to determine how the superseded data were derived.
 HY1711
 HY1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC089436(NAD 83)
 HY1711_MARKER: DZ = AZIMUTH MARK DISK
 HY1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1711_STAMPING: T-64 T-97 1964
 HY1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1711+STABILITY: SURFACE MOTION
 HY1711
 HY1711  HISTORY     - Date     Condition        Report By
 HY1711  HISTORY     - 1964     MONUMENTED       KYHD
 HY1711
 HY1711                          STATION DESCRIPTION
 HY1711
 HY1711'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964
 HY1711'1.7 MI N FROM OLIVE HILL.
 HY1711'ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 HY1711'STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL, THENCE
 HY1711'ABOUT 1.1 MILES NORTH ALONG BLACK TOP ROAD TO A T-ROAD
 HY1711'INTERSECTION, THENCE ABOUT 0.6 MILE NORTHWEST ALONG BLACK TOP
 HY1711'ROAD, 88 FEET SOUTH OF THE SOUTHWEST CORNER OF A 2 STORY STONE
 HY1711'HOUSE, 36 FEET EAST OF THE CENTER OF ROAD, 17 FEET NORTHEAST OF
 HY1711'FENCE CORNER, 13 FEET SOUTHEAST OF THE CENTER OF GRAVEL DRIVE,
 HY1711'1 FOOT NORTHWEST OF WIRE FENCE AND ABOUT LEVEL WITH ROAD.  A
 HY1711'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 HY1711'CONCRETE POST PROJECTING 1 INCH AND STAMPED I-64 T-97 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1712 ***********************************************************************
 HY1712  DESIGNATION -  I64 T 97 RM 1
 HY1712  PID         -  HY1712
 HY1712  STATE/COUNTY-  KY/CARTER
 HY1712  USGS QUAD   -  OLIVE HILL (1975)
 HY1712
 HY1712                         *CURRENT SURVEY CONTROL
 HY1712  ___________________________________________________________________
 HY1712* NAD 83(1986)-  38 19 01.     (N)    083 10 59.     (W)     SCALED    
 HY1712* NAVD 88     -       324.137  (meters)    1063.44   (feet)  ADJUSTED  
 HY1712  ___________________________________________________________________
 HY1712  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1712  DYNAMIC HT  -         323.917 (meters)    1062.72  (feet)  COMP
 HY1712  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 HY1712
 HY1712  VERT ORDER  -  SECOND    CLASS 0
 HY1712
 HY1712.The horizontal coordinates were scaled from a topographic map and have
 HY1712.an estimated accuracy of +/- 6 seconds.
 HY1712
 HY1712.The orthometric height was determined by differential leveling
 HY1712.and adjusted by the National Geodetic Survey in June 1991..
 HY1712
 HY1712.The geoid height was determined by GEOID03.
 HY1712
 HY1712.The dynamic height is computed by dividing the NAVD 88
 HY1712.geopotential number by the normal gravity value computed on the
 HY1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1712.degrees latitude (g = 980.6199 gals.).
 HY1712
 HY1712.The modeled gravity was interpolated from observed gravity values.
 HY1712
 HY1712;                    North         East    Units  Estimated Accuracy
 HY1712;SPC KY1Z     - 1,223,240.    1,724,440.      MT  (+/- 180 meters Scaled)
 HY1712
 HY1712                          SUPERSEDED SURVEY CONTROL
 HY1712
 HY1712  NGVD 29 (??/??/92)  324.273  (m)         1063.89   (f) ADJ UNCH    2 0
 HY1712
 HY1712.Superseded values are not recommended for survey control.
 HY1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1712.See file dsdata.txt to determine how the superseded data were derived.
 HY1712
 HY1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC091432(NAD 83)
 HY1712_MARKER: DR = REFERENCE MARK DISK
 HY1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1712_STAMPING: I-64 T-97 NO 1 1964
 HY1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1712+STABILITY: SURFACE MOTION
 HY1712
 HY1712  HISTORY     - Date     Condition        Report By
 HY1712  HISTORY     - 1964     MONUMENTED       PAS
 HY1712
 HY1712                          STATION DESCRIPTION
 HY1712
 HY1712'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1712'1.4 MI N FROM OLIVE HILL.
 HY1712'ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 HY1712'STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL, THENCE
 HY1712'ABOUT 1.1 MILES NORTH ALONG BLACK TOP ROAD TO A T-ROAD
 HY1712'INTERSECTION, THENCE ABOUT 0.4 MILE NORTHWEST ALONG BLACK TOP
 HY1712'ROAD, 31 FEET SOUTHWEST OF THE CENTER OF ROAD, 8 1/2 FEET
 HY1712'SOUTHEAST OF A 12-INCH LOCUST TREE, 1 1/2 FEET SOUTHWEST OF WIRE
 HY1712'FENCE AND ABOUT 6 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT
 HY1712'OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE POST
 HY1712'FLUSH WITH GROUND AND STAMPED I-64 T-97 NO. 1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1714 ***********************************************************************
 HY1714  DESIGNATION -  I64 T 97 RM 2
 HY1714  PID         -  HY1714
 HY1714  STATE/COUNTY-  KY/CARTER
 HY1714  USGS QUAD   -  OLIVE HILL (1975)
 HY1714
 HY1714                         *CURRENT SURVEY CONTROL
 HY1714  ___________________________________________________________________
 HY1714* NAD 83(1986)-  38 19 01.     (N)    083 10 59.     (W)     SCALED    
 HY1714* NAVD 88     -       333.406  (meters)    1093.85   (feet)  ADJUSTED  
 HY1714  ___________________________________________________________________
 HY1714  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1714  DYNAMIC HT  -         333.179 (meters)    1093.10  (feet)  COMP
 HY1714  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 HY1714
 HY1714  VERT ORDER  -  SECOND    CLASS 0
 HY1714
 HY1714.The horizontal coordinates were scaled from a topographic map and have
 HY1714.an estimated accuracy of +/- 6 seconds.
 HY1714
 HY1714.The orthometric height was determined by differential leveling
 HY1714.and adjusted by the National Geodetic Survey in June 1991..
 HY1714
 HY1714.The geoid height was determined by GEOID03.
 HY1714
 HY1714.The dynamic height is computed by dividing the NAVD 88
 HY1714.geopotential number by the normal gravity value computed on the
 HY1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1714.degrees latitude (g = 980.6199 gals.).
 HY1714
 HY1714.The modeled gravity was interpolated from observed gravity values.
 HY1714
 HY1714;                    North         East    Units  Estimated Accuracy
 HY1714;SPC KY1Z     - 1,223,240.    1,724,440.      MT  (+/- 180 meters Scaled)
 HY1714
 HY1714                          SUPERSEDED SURVEY CONTROL
 HY1714
 HY1714  NGVD 29 (??/??/92)  333.541  (m)         1094.29   (f) ADJ UNCH    2 0
 HY1714
 HY1714.Superseded values are not recommended for survey control.
 HY1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1714.See file dsdata.txt to determine how the superseded data were derived.
 HY1714
 HY1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC091432(NAD 83)
 HY1714_MARKER: DR = REFERENCE MARK DISK
 HY1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1714_STAMPING: I-64 T-97 NO 2 1964
 HY1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1714+STABILITY: SURFACE MOTION
 HY1714
 HY1714  HISTORY     - Date     Condition        Report By
 HY1714  HISTORY     - 1964     MONUMENTED       PAS
 HY1714
 HY1714                          STATION DESCRIPTION
 HY1714
 HY1714'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HY1714'1.4 MI N FROM OLIVE HILL.
 HY1714'ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 HY1714'STATE HIGHWAY 2 AND U.S. HIGHWAY 60 IN OLIVE HILL, THENCE
 HY1714'ABOUT 1.1 MILES NORTH ALONG BLACK TOP ROAD TO A T-ROAD INTERSECTION,
 HY1714'THENCE ABOUT 0.3 MILE NORTHWEST ALONG BLACK TOP ROAD TO A GRAVEL
 HY1714'DRIVE LEFT, THENCE ABOUT 0.1 MILE NORTHWEST ALONG GRAVEL DRIVE
 HY1714'TO A LARGE BARN ON TOP OF HILL AND MARK.  IT IS 57 FEET EAST OF
 HY1714'THE SOUTHEAST CORNER OF BARN, 16 FEET NORTHEAST OF THE CENTER
 HY1714'OF DRIVE AND 1 FOOT NORTHEAST OF WIRE FENCE.  A KENTUCKY
 HY1714'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE
 HY1714'POST FLUSH WITH GROUND AND STAMPED I-64 T-97 NO. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2366 ***********************************************************************
 HY2366  DESIGNATION -  I64 T 98
 HY2366  PID         -  HY2366
 HY2366  STATE/COUNTY-  KY/CARTER
 HY2366  USGS QUAD   -  GRAHN (1978)
 HY2366
 HY2366                         *CURRENT SURVEY CONTROL
 HY2366  ___________________________________________________________________
 HY2366* NAD 83(1993)-  38 19 15.68914(N)    083 05 41.97622(W)     ADJUSTED  
 HY2366* NAVD 88     -       343.0    (meters)    1125.     (feet)  VERTCON   
 HY2366  ___________________________________________________________________
 HY2366  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HY2366  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HY2366
 HY2366  HORZ ORDER  -  SECOND
 HY2366
 HY2366.The horizontal coordinates were established by classical geodetic methods
 HY2366.and adjusted by the National Geodetic Survey in December 1995..
 HY2366
 HY2366.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2366
 HY2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2366
 HY2366.The geoid height was determined by GEOID03.
 HY2366
 HY2366;                    North         East     Units Scale Factor Converg.
 HY2366;SPC KY1Z     - 1,223,903.879 1,732,129.124   MT  0.99993498   +1 37 48.3
 HY2366;SPC KY1Z     - 4,015,424.64  5,682,826.97   sFT  0.99993498   +1 37 48.3
 HY2366;SPC KY N     -    91,764.321   600,997.094   MT  0.99996532   +0 43 06.6
 HY2366;SPC KY N     -   301,063.44  1,971,771.30   sFT  0.99996532   +0 43 06.6
 HY2366;UTM  17      - 4,243,510.993   316,860.363   MT  1.00001307   -1 17 57.8
 HY2366
 HY2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2366!SPC KY1Z     -   0.99995127  x   0.99993498  =   0.99988625
 HY2366!SPC KY N     -   0.99995127  x   0.99996532  =   0.99991659
 HY2366!UTM  17      -   0.99995127  x   1.00001307  =   0.99996434
 HY2366
 HY2366:                Primary Azimuth Mark                     Grid Az
 HY2366:SPC KY1Z     -  GRAYSON RADIO STA WGOH MAST              083 26 35.5
 HY2366:SPC KY N     -  GRAYSON RADIO STA WGOH MAST              084 21 17.2
 HY2366:UTM  17      -  GRAYSON RADIO STA WGOH MAST              086 22 21.6
 HY2366
 HY2366|---------------------------------------------------------------------|
 HY2366| PID    Reference Object                     Distance      Geod. Az  |
 HY2366|                                                           dddmmss.s |
 HY2366| HY2308 GRAYSON RADIO STA WGOH MAST         APPROX.10.5 KM 0850423.8 |
 HY2366| DC2294 I64 T 98 RM 2                        12.570 METERS 25919     |
 HY2366| DC2293 I64 T 98 RM 1                        10.399 METERS 35820     |
 HY2366|---------------------------------------------------------------------|
 HY2366
 HY2366                          SUPERSEDED SURVEY CONTROL
 HY2366
 HY2366  NAD 83(1986)-  38 19 15.69714(N)    083 05 41.98081(W) AD(       ) 2
 HY2366  NAD 27      -  38 19 15.40804(N)    083 05 42.35431(W) AD(       ) 2
 HY2366  NGVD 29 (07/19/86)  343.2    (m)         1126.     (f) VERT ANG       
 HY2366
 HY2366.Superseded values are not recommended for survey control.
 HY2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2366.See file dsdata.txt to determine how the superseded data were derived.
 HY2366
 HY2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC1686043511(NAD 83)
 HY2366_MARKER: DD = SURVEY DISK
 HY2366_SETTING: 0 = UNSPECIFIED SETTING
 HY2366
 HY2366  HISTORY     - Date     Condition        Report By
 HY2366  HISTORY     - 1964     MONUMENTED       PAS
 HY2366
 HY2366                          STATION DESCRIPTION
 HY2366
 HY2366'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964 (EB)
 HY2366'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF OLIVE HILL.  IT IS
 HY2366'APPROXIMATELY ON THE HIGHEST POINT OF A WOODED RIDGE KNOWN LOCALLY AS
 HY2366'HIGH ROCK RIDGE AND ON LAND OWNED BY MRS. MAY CRISWELL.
 HY2366'
 HY2366'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2366'HIGHWAY NO.2 IN OLIVE HILL, GO NORTHEAST ON U.S. HIGHWAY 60 FOR 3.9
 HY2366'MILES TO THE JUNCTION OF STATE HIGHWAY NO.182 AT PLEASANT VALLEY.
 HY2366'TURN RIGHT AND GO SOUTHEAST ON HIGHWAY 182 FOR 0.95 MILE TO A Y-FORK.
 HY2366'TAKE LEFT FORK AND GO NORTHEAST ON GRAVEL ROAD FOR 0.35 MILE TO A
 HY2366'DIRT DRIVE LEFT AT DRY FORK BRANCH.  TURN LEFT AND GO NORTHWEST ON
 HY2366'DRIVE FOR 0.15 MILE TO MRS. CRISWELLS RESIDENCE AND END OF TRUCK
 HY2366'TRAVEL.  FROM HERE PACK UP BRANCH TO THE NORTH FOR APPROXIMATELY 0.4
 HY2366'MILE TO A PIPELINE CLEARING.  TURN RIGHT AND FOLLOW PIPELINE
 HY2366'NORTHEAST FOR APPROXIMATELY 0.1 MILE TO RIDGE LINE.  TURN RIGHT AND
 HY2366'FOLLOW RIDGE LINE SOUTHEAST FOR 0.1 MILE TO HIGHEST POINT AND
 HY2366'STATION.
 HY2366'
 HY2366'STATION MARK IS LOCATED 26 FEET SOUTHEAST OF A 12 INCH WHITE OAK
 HY2366'TREE, 24 FEET SOUTH-SOUTHWEST OF FENCE CORNER, 12 FEET SOUTHWEST OF
 HY2366'AN 18 INCH WHITE OAK TREE, 12 FEET NORTH-NORTHEAST OF A 15 INCH
 HY2366'HICKORY TREE AND 3 FEET NORTH OF METAL WITNESS POST AND SIGN.  THE
 HY2366'MARK IS SET IN TOP OF A 6 INCH IRON PIPE FILLED WITH CONCRETE AND
 HY2366'PROJECTS 3 INCHES.  THE DISK IS STAMPED I64 T98 1964.
 HY2366'
 HY2366'REFERENCE MARK NO.1 IS NORTH OF STATION, 22 FEET NORTHEAST OF A 12
 HY2366'INCH WHITE OAK TREE, 16 FEET NORTHWEST OF FENCE CORNER AND 2-1/2 FEET
 HY2366'SOUTHWEST OF OLD WIRE FENCE.  THE MARK IS SET IN DRILL HOLE IN THE
 HY2366'TOP OF A SANDSTONE RACK FLUSH WITH GROUND AND THE DISK IS STAMPED I64
 HY2366'T98 NO.1 1964.
 HY2366'
 HY2366'REFERENCE MARK NO.2 IS WEST OF STATION, 11 FEET EAST OF A 30 INCH OAK
 HY2366'TREE, 11 FEET SOUTHWEST OF A 30 INCH OAK TREE AND ABOUT 4 FEET LOWER
 HY2366'THAN STATION.  THE MARK IS SET IN DRILL HOLE IN THE TOP OF A
 HY2366'SANDSTONE OUTCROP AND THE DISK IS STAMPED I64 T98 NO.2 1964.
 HY2366'
 HY2366'NO SUITABLE PLACE WAS FOUND FOR AZIMUTH MARK DUE TO HEAVILY WOODED
 HY2366'AREA.
 HY2366'
 HY2366'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 HY2366'HIGHWAYS SURVEY DISKS SET AS DESCRIBED.
 HY2366'
 HY2366'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2364 ***********************************************************************
 HY2364  DESIGNATION -  I64 T 99
 HY2364  PID         -  HY2364
 HY2364  STATE/COUNTY-  KY/CARTER
 HY2364  USGS QUAD   -  GRAHN (1978)
 HY2364
 HY2364                         *CURRENT SURVEY CONTROL
 HY2364  ___________________________________________________________________
 HY2364* NAD 83(1993)-  38 19 23.11680(N)    083 03 48.66217(W)     ADJUSTED  
 HY2364* NAVD 88     -       313.3    (meters)    1028.     (feet)  VERTCON   
 HY2364  ___________________________________________________________________
 HY2364  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 HY2364  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY2364
 HY2364  HORZ ORDER  -  SECOND
 HY2364
 HY2364.The horizontal coordinates were established by classical geodetic methods
 HY2364.and adjusted by the National Geodetic Survey in December 1995..
 HY2364
 HY2364.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2364
 HY2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2364
 HY2364.The geoid height was determined by GEOID03.
 HY2364
 HY2364;                    North         East     Units Scale Factor Converg.
 HY2364;SPC KY1Z     - 1,224,211.552 1,734,873.756   MT  0.99993526   +1 38 57.8
 HY2364;SPC KY1Z     - 4,016,434.07  5,691,831.65   sFT  0.99993526   +1 38 57.8
 HY2364;SPC KY N     -    92,028.303   603,746.356   MT  0.99996523   +0 44 17.1
 HY2364;SPC KY N     -   301,929.52  1,980,791.17   sFT  0.99996523   +0 44 17.1
 HY2364;UTM  17      - 4,243,678.011   319,617.331   MT  1.00000073   -1 16 47.7
 HY2364
 HY2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2364!SPC KY1Z     -   0.99995593  x   0.99993526  =   0.99989120
 HY2364!SPC KY N     -   0.99995593  x   0.99996523  =   0.99992117
 HY2364!UTM  17      -   0.99995593  x   1.00000073  =   0.99995666
 HY2364
 HY2364|---------------------------------------------------------------------|
 HY2364| PID    Reference Object                     Distance      Geod. Az  |
 HY2364|                                                           dddmmss.s |
 HY2364| DC2297 I64 T 99 RM 2                        16.864 METERS 08810     |
 HY2364| DC2295 I64 T 99 AZ MK                                     2593630.5 |
 HY2364| HY2366 I64 T 98                            APPROX. 2.8 KM 2651512.0 |
 HY2364| DC2296 I64 T 99 RM 1                        13.054 METERS 33320     |
 HY2364|---------------------------------------------------------------------|
 HY2364
 HY2364                          SUPERSEDED SURVEY CONTROL
 HY2364
 HY2364  NAD 83(1986)-  38 19 23.12485(N)    083 03 48.66673(W) AD(       ) 2
 HY2364  NAD 27      -  38 19 22.83602(N)    083 03 49.04354(W) AD(       ) 2
 HY2364  NGVD 29 (07/19/86)  313.5    (m)         1029.     (f) VERT ANG       
 HY2364
 HY2364.Superseded values are not recommended for survey control.
 HY2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2364.See file dsdata.txt to determine how the superseded data were derived.
 HY2364
 HY2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC1961743678(NAD 83)
 HY2364_MARKER: DD = SURVEY DISK
 HY2364_SETTING: 0 = UNSPECIFIED SETTING
 HY2364
 HY2364  HISTORY     - Date     Condition        Report By
 HY2364  HISTORY     - 1964     MONUMENTED       PAS
 HY2364
 HY2364                          STATION DESCRIPTION
 HY2364
 HY2364'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964 (EB)
 HY2364'STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF OLIVE HILL AND
 HY2364'ABOUT 6-1/2 MILES WEST OF GRAYSON.  IT IS ON THE EAST END OF A NARROW
 HY2364'RIDGE AND NEAR THE SOUTH R/W OF THE COLUMBIA GULF TRANSMISSION
 HY2364'COMPANY PIPE LINE.
 HY2364'
 HY2364'TO REACH THE STATION FROM THE CARTER COUNTY COURT HOUSE IN GRAYSON,
 HY2364'GO WEST ON U.S. HIGHWAY NO.60 FOR 4.4 MILES TO A ROAD LEFT AT
 HY2364'GREGORYVILLE.  TURN LEFT AND CONTINUE WEST ON BLACK TOP ROAD FOR 2.45
 HY2364'MILES TO A DIRT ROAD RIGHT.  TURN RIGHT AND GO NORTH ON DIRT ROAD
 HY2364'FOR 0.55 MILE TO PIPE LINE CROSSING AND END OF TRUCK TRAVEL.  FROM
 HY2364'HERE PACK UP SLOPE TO THE EAST FOR APPROXIMATELY 1400 FEET TO TOP
 HY2364'AT WEST END OF NARROW RIDGE AND THE AZIMUTH MARK AT THE NORTH R/W
 HY2364'OF PIPE LINE.
 HY2364'
 HY2364'STATION MARK IS LOCATED 27 FEET NORTH OF FENCE CORNER, 13 FEET EAST
 HY2364'OF WIRE FENCE AND 2 FEET WEST OF METAL WITNESS POST AND SIGN.  THE
 HY2364'MARK IS SET IN TOP OF CONCRETE FLUSH WITH GROUND AND THE DISK IS
 HY2364'STAMPED I64 T99 1964.
 HY2364'
 HY2364'REFERENCE MARK NO.1 IS EAST OF STATION AND ABOUT 9 FEET LOWER THAN
 HY2364'STATION.  THE MARK IS SET IN TOP OF A 5 INCH TILE PIPE FILLED WITH
 HY2364'CONCRETE AND PROJECTS 3 INCHES.  THE DISK IS STAMPED I64 T99 NO.1
 HY2364'1964.
 HY2364'
 HY2364'REFERENCE MARK NO.2 IS SOUTH OF STATION, 30 FEET SOUTH-SOUTHEAST OF
 HY2364'FENCE CORNER, 9 FEET SOUTHWEST OF A 20 INCH LOCUST TREE AND 9 FEET
 HY2364'WEST OF WIRE FENCE.  THE MARK IS SET IN TOP OF A 5 INCH TILE PIPE
 HY2364'FILLED WITH CONCRETE AND PROJECTS 3 INCHES.  THE DISK IS STAMPED I64
 HY2364'I99 NO.2 1964.
 HY2364'
 HY2364'AZIMUTH MARK IS ABOUT 0.1 MILE WEST OF STATION, 4.2 FEET SOUTHEAST OF
 HY2364'METAL WITNESS POST AND SIGN, 3 FEET SOUTH OF FENCE CORNER AND 1 FOOT
 HY2364'WEST OF WIRE FENCE.  THE MARK IS SET IN TOP OF A 6 INCH IRON PIPE
 HY2364'FILLED WITH CONCRETE AND PROJECTS 3 INCHES.  THE DISK IS STAMPED I64
 HY2364'T99 1964.
 HY2364'
 HY2364'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HY2364'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET AS DESCRIBED.
 HY2364'
 HY2364'HEIGHT OF LIGHT ABOVE STATION MARK 15.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2807 ***********************************************************************
 GZ2807  DESIGNATION -  I65 JUDD
 GZ2807  PID         -  GZ2807
 GZ2807  STATE/COUNTY-  KY/HARDIN
 GZ2807  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2807
 GZ2807                         *CURRENT SURVEY CONTROL
 GZ2807  ___________________________________________________________________
 GZ2807* NAD 83(1993)-  37 42 07.17192(N)    085 49 30.85596(W)     ADJUSTED  
 GZ2807* NAVD 88     -       264.8    (meters)     869.     (feet)  VERTCON   
 GZ2807  ___________________________________________________________________
 GZ2807  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 GZ2807  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 GZ2807
 GZ2807  HORZ ORDER  -  SECOND
 GZ2807
 GZ2807.The horizontal coordinates were established by classical geodetic methods
 GZ2807.and adjusted by the National Geodetic Survey in December 1995..
 GZ2807
 GZ2807.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2807
 GZ2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2807
 GZ2807.The geoid height was determined by GEOID03.
 GZ2807
 GZ2807;                    North         East     Units Scale Factor Converg.
 GZ2807;SPC KY1Z     - 1,151,899.722 1,493,365.631   MT  0.99990955   -0 02 46.3
 GZ2807;SPC KY1Z     - 3,779,191.00  4,899,483.74   sFT  0.99990955   -0 02 46.3
 GZ2807;SPC KY S     -   651,891.241   493,365.256   MT  0.99996596   -0 02 44.3
 GZ2807;SPC KY S     - 2,138,746.51  1,618,649.18   sFT  0.99996596   -0 02 44.3
 GZ2807;UTM  16      - 4,173,400.587   603,558.811   MT  0.99973209   +0 43 06.6
 GZ2807
 GZ2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2807!SPC KY1Z     -   0.99996360  x   0.99990955  =   0.99987315
 GZ2807!SPC KY S     -   0.99996360  x   0.99996596  =   0.99992956
 GZ2807!UTM  16      -   0.99996360  x   0.99973209  =   0.99969570
 GZ2807
 GZ2807|---------------------------------------------------------------------|
 GZ2807| PID    Reference Object                     Distance      Geod. Az  |
 GZ2807|                                                           dddmmss.s |
 GZ2807| CG8081 I65 JUDD RM 2                         7.576 METERS 00447     |
 GZ2807| CG8080 I65 JUDD RM 1                         8.821 METERS 14258     |
 GZ2807| GZ2809 PURCELL                             APPROX. 5.1 KM 3431139.8 |
 GZ2807|---------------------------------------------------------------------|
 GZ2807
 GZ2807                          SUPERSEDED SURVEY CONTROL
 GZ2807
 GZ2807  NAD 83(1986)-  37 42 07.17950(N)    085 49 30.86375(W) AD(       ) 2
 GZ2807  NAD 27      -  37 42 06.95228(N)    085 49 31.01252(W) AD(       ) 2
 GZ2807  NGVD 29 (07/19/86)  264.9    (m)          869.     (f) VERT ANG       
 GZ2807
 GZ2807.Superseded values are not recommended for survey control.
 GZ2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2807.See file dsdata.txt to determine how the superseded data were derived.
 GZ2807
 GZ2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0355973401(NAD 83)
 GZ2807_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ2807_SETTING: 0 = UNSPECIFIED SETTING
 GZ2807
 GZ2807  HISTORY     - Date     Condition        Report By
 GZ2807  HISTORY     - 1965     MONUMENTED       KYHD
 GZ2807
 GZ2807                          STATION DESCRIPTION
 GZ2807
 GZ2807'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (HB)
 GZ2807'STATION IS LOCATED ABOUT 1.85 MILES EAST-NORTHEAST OF ELIZABETHTOWN,
 GZ2807'KENTUCKY ON PROPERTY OWNED BY MR. WILLIAM PARRETT.
 GZ2807'
 GZ2807'TO REACH STATION FROM THE SOUTHSIDE OF THE COURTHOUSE SQUARE IN
 GZ2807'ELIZABETHTOWN GO SOUTHEAST ON U.S. 31W FOR 0.55 MILE TO JUNCTION
 GZ2807'WITH STATE HIGHWAY 567.  TURN LEFT AND GO EAST-SOUTHEAST FOR 0.60
 GZ2807'MILE TO SIDE ROAD LEFT (ABOUT 150.00 FEET EAST OF KENTUCKY
 GZ2807'TURNPIKE).  TURN LEFT AND GO NORTHEAST FOR 1.4 MILES TO MR. PARRETTS
 GZ2807'RESIDENCE AND STATION ON LEFT, 190.0 FEET NORTHEAST OF SOUTHEAST
 GZ2807'CORNER OF ONE STORY FRAME HOUSE, 68.0 FEET NORTH OF CENTER OF GRAVEL
 GZ2807'ROAD, 32.5 FEET EAST OF POWER POLE AND 9.0 FEET SOUTHWEST OF METAL
 GZ2807'WITNESS POST AND SIGN.  AT PROPERTY OWNERS REQUEST STATION WAS SET
 GZ2807'12 INCHES BELOW SURFACE OF THE GROUND AND DISK IS STAMPED I65 JUDD
 GZ2807'1965.
 GZ2807'
 GZ2807'R.M. NO. 1 IS 28.94 FEET SOUTHEAST OF STATION, 40.0 FEET
 GZ2807'NORTH-NORTHWEST OF CENTER OF GRAVEL ROAD, 27.8 FEET NORTHWEST OF 18
 GZ2807'INCH OAK TREE AND 10.9 FEET SOUTHEAST OF WOVEN WIRE FENCE.  MARK
 GZ2807'PROJECTS 5 INCHES AND DISK IS STAMPED I65 JUDD NO. 1 1965.
 GZ2807'
 GZ2807'R.M. NO. 2 IS 24.86 FEET NORTH OF STATION, 45.5 FEET NORTHEAST OF
 GZ2807'POWER POLE AND 0.8 FOOT SOUTHWEST OF WOVEN WIRE FENCE. MARK PROJECTS
 GZ2807'4 INCHES AND DISK IS STAMPED I65 JUDD NO. 2 1965.
 GZ2807'
 GZ2807'DUE TO SHORT SIGHT DISTANCE NO AZIMUTH MARK WAS SET AT THIS STATION,
 GZ2807'HOWEVER, I65-T45 AZIMUTH, STATE POLICE RADIO MAST AND USC AND GS
 GZ2807'TRIANGULATION STATION PURCELL ARE VISIBLE FROM GROUND.
 GZ2807'
 GZ2807'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 GZ2807'HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GZ2807'
 GZ2807'HEIGHT OF LIGHT ABOVE STATION MARK 1.77 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1073 ***********************************************************************
 GC1073  DESIGNATION -  I65 KL 1
 GC1073  PID         -  GC1073
 GC1073  STATE/COUNTY-  KY/SIMPSON
 GC1073  USGS QUAD   -  FRANKLIN (1994)
 GC1073
 GC1073                         *CURRENT SURVEY CONTROL
 GC1073  ___________________________________________________________________
 GC1073* NAD 83(1986)-  36 39 17.     (N)    086 33 57.     (W)     SCALED    
 GC1073* NAVD 88     -       228.810  (meters)     750.69   (feet)  ADJUSTED  
 GC1073  ___________________________________________________________________
 GC1073  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 GC1073  DYNAMIC HT  -         228.619 (meters)     750.06  (feet)  COMP
 GC1073  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 GC1073
 GC1073  VERT ORDER  -  SECOND    CLASS 0
 GC1073
 GC1073.The horizontal coordinates were scaled from a topographic map and have
 GC1073.an estimated accuracy of +/- 6 seconds.
 GC1073
 GC1073.The orthometric height was determined by differential leveling
 GC1073.and adjusted by the National Geodetic Survey in June 1991..
 GC1073
 GC1073.The geoid height was determined by GEOID03.
 GC1073
 GC1073.The dynamic height is computed by dividing the NAVD 88
 GC1073.geopotential number by the normal gravity value computed on the
 GC1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1073.degrees latitude (g = 980.6199 gals.).
 GC1073
 GC1073.The modeled gravity was interpolated from observed gravity values.
 GC1073
 GC1073;                    North         East    Units  Estimated Accuracy
 GC1073;SPC KY1Z     - 1,035,990.    1,427,050.      MT  (+/- 180 meters Scaled)
 GC1073
 GC1073                          SUPERSEDED SURVEY CONTROL
 GC1073
 GC1073  NGVD 29 (??/??/92)  228.897  (m)          750.97   (f) ADJ UNCH    2 0
 GC1073
 GC1073.Superseded values are not recommended for survey control.
 GC1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1073.See file dsdata.txt to determine how the superseded data were derived.
 GC1073
 GC1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF388566(NAD 83)
 GC1073_MARKER: DD = SURVEY DISK
 GC1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1073_STAMPING: I65-KL1-1964
 GC1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1073+STABILITY: SURFACE MOTION
 GC1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1073+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GC1073
 GC1073  HISTORY     - Date     Condition        Report By
 GC1073  HISTORY     - 1964     MONUMENTED       KYHD
 GC1073  HISTORY     - 20030710 GOOD             KYDT
 GC1073
 GC1073                          STATION DESCRIPTION
 GC1073
 GC1073'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964
 GC1073'4.6 MI S FROM FRANKLIN.
 GC1073'MARK IS LOCATED ABOUT 1.05 MILES SOUTHWEST ALONG I65 FROM 31W
 GC1073'INTERCHANGE, 106.5 FEET NORTH-NORTHWEST OF CENTER OF I65
 GC1073'SOUTHBOUND LANE, 1.0 FOOT SOUTHEAST OF RIGHT OF WAY FENCE AND
 GC1073'0.9 FOOT SOUTHEAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GC1073'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE POST
 GC1073'PROJECTING 2 INCHES AND STAMPED I65-KL1-1964.
 GC1073
 GC1073                          STATION RECOVERY (2003)
 GC1073
 GC1073'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1073'MARK IS ABOUT 145 YARDS NORTH OF I65 MILEMARKER 1, ABOUT 70 YARDS
 GC1073'NORTH OF A CONCRETE HEADWALL AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 GC1073'POST IN THE R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0124 ***********************************************************************
 GC0124  DESIGNATION -  I65 KL 10
 GC0124  PID         -  GC0124
 GC0124  STATE/COUNTY-  KY/SIMPSON
 GC0124  USGS QUAD   -  DRAKE (1968)
 GC0124
 GC0124                         *CURRENT SURVEY CONTROL
 GC0124  ___________________________________________________________________
 GC0124* NAD 83(1986)-  36 45 28.     (N)    086 29 19.     (W)     SCALED    
 GC0124* NAVD 88     -       196.971  (meters)     646.23   (feet)  ADJUSTED  
 GC0124  ___________________________________________________________________
 GC0124  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 GC0124  DYNAMIC HT  -         196.810 (meters)     645.70  (feet)  COMP
 GC0124  MODELED GRAV-     979,810.1   (mgal)                       NAVD 88
 GC0124
 GC0124  VERT ORDER  -  SECOND    CLASS 0
 GC0124
 GC0124.The horizontal coordinates were scaled from a topographic map and have
 GC0124.an estimated accuracy of +/- 6 seconds.
 GC0124
 GC0124.The orthometric height was determined by differential leveling
 GC0124.and adjusted by the National Geodetic Survey in June 1991..
 GC0124
 GC0124.The geoid height was determined by GEOID03.
 GC0124
 GC0124.The dynamic height is computed by dividing the NAVD 88
 GC0124.geopotential number by the normal gravity value computed on the
 GC0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0124.degrees latitude (g = 980.6199 gals.).
 GC0124
 GC0124.The modeled gravity was interpolated from observed gravity values.
 GC0124
 GC0124;                    North         East    Units  Estimated Accuracy
 GC0124;SPC KY1Z     - 1,047,370.    1,434,040.      MT  (+/- 180 meters Scaled)
 GC0124
 GC0124                          SUPERSEDED SURVEY CONTROL
 GC0124
 GC0124  NGVD 29 (??/??/92)  197.074  (m)          646.57   (f) ADJ UNCH    2 0
 GC0124
 GC0124.Superseded values are not recommended for survey control.
 GC0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0124.See file dsdata.txt to determine how the superseded data were derived.
 GC0124
 GC0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF456681(NAD 83)
 GC0124_MARKER: DD = SURVEY DISK
 GC0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0124_STAMPING: I65-KL10-1964
 GC0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0124+STABILITY: SURFACE MOTION
 GC0124
 GC0124  HISTORY     - Date     Condition        Report By
 GC0124  HISTORY     - 1964     MONUMENTED       PAS
 GC0124
 GC0124                          STATION DESCRIPTION
 GC0124
 GC0124'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC0124'4.5 MI NE FROM FRANKLIN.
 GC0124'MARK IS LOCATED ABOUT 3.60 MILES NORTH ALONG I65 FROM STATE
 GC0124'HIGHWAY 100 INTERCHANGE, 80.0 FEET NORTHWEST FROM CENTER OF
 GC0124'SOUTHBOUND LANE, 17.0 FEET SOUTH OF ABANDONED ROAD, 1.8 FEET
 GC0124'SOUTHEAST OF RIGHT OF WAY FENCE, 1.4 FEET SOUTHEAST OF WITNESS
 GC0124'POST AND SIGN AND SETTING ABOUT 5.0 FEET BELOW LEVEL OF ROAD.
 GC0124'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 GC0124'CONCRETE POST AND FLUSH WITH THE GROUND AND STAMPED I65-KL10-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0125 ***********************************************************************
 GC0125  DESIGNATION -  I65 KL 11
 GC0125  PID         -  GC0125
 GC0125  STATE/COUNTY-  KY/SIMPSON
 GC0125  USGS QUAD   -  DRAKE (1968)
 GC0125
 GC0125                         *CURRENT SURVEY CONTROL
 GC0125  ___________________________________________________________________
 GC0125* NAD 83(1986)-  36 46 15.     (N)    086 28 59.     (W)     SCALED    
 GC0125* NAVD 88     -       174.388  (meters)     572.14   (feet)  ADJUSTED  
 GC0125  ___________________________________________________________________
 GC0125  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 GC0125  DYNAMIC HT  -         174.246 (meters)     571.67  (feet)  COMP
 GC0125  MODELED GRAV-     979,812.9   (mgal)                       NAVD 88
 GC0125
 GC0125  VERT ORDER  -  SECOND    CLASS 0
 GC0125
 GC0125.The horizontal coordinates were scaled from a topographic map and have
 GC0125.an estimated accuracy of +/- 6 seconds.
 GC0125
 GC0125.The orthometric height was determined by differential leveling
 GC0125.and adjusted by the National Geodetic Survey in June 1991..
 GC0125
 GC0125.The geoid height was determined by GEOID03.
 GC0125
 GC0125.The dynamic height is computed by dividing the NAVD 88
 GC0125.geopotential number by the normal gravity value computed on the
 GC0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0125.degrees latitude (g = 980.6199 gals.).
 GC0125
 GC0125.The modeled gravity was interpolated from observed gravity values.
 GC0125
 GC0125;                    North         East    Units  Estimated Accuracy
 GC0125;SPC KY1Z     - 1,048,810.    1,434,550.      MT  (+/- 180 meters Scaled)
 GC0125
 GC0125                          SUPERSEDED SURVEY CONTROL
 GC0125
 GC0125  NGVD 29 (??/??/92)  174.494  (m)          572.49   (f) ADJ UNCH    2 0
 GC0125
 GC0125.Superseded values are not recommended for survey control.
 GC0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0125.See file dsdata.txt to determine how the superseded data were derived.
 GC0125
 GC0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF461695(NAD 83)
 GC0125_MARKER: DD = SURVEY DISK
 GC0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0125_STAMPING: I65-K11-1964
 GC0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0125+STABILITY: SURFACE MOTION
 GC0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0125+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 GC0125
 GC0125  HISTORY     - Date     Condition        Report By
 GC0125  HISTORY     - 1964     MONUMENTED       PAS
 GC0125  HISTORY     - 20060628 GOOD             KYTC
 GC0125
 GC0125                          STATION DESCRIPTION
 GC0125
 GC0125'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC0125'6.1 MI NE FROM FRANKLIN.
 GC0125'MARK IS LOCATED ABOUT 4.60 MILES NORTH ALONG I65 FROM STATE
 GC0125'HIGHWAY 100 INTERCHANGE, SETTING IN THE SOUTHWEST HEADWALL OF
 GC0125'CULVERT OVER LICK CREEK.  NO WITNESS POST AND SIGN.  A KENTUCKY
 GC0125'DEPARTMENT OF HIGHWAYS SURVEY TABLET AND STAMPED I65-KL11-1964.
 GC0125
 GC0125                          STATION RECOVERY (2006)
 GC0125
 GC0125'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GC0125'MARK IS SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF
 GC0125'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0126 ***********************************************************************
 GC0126  DESIGNATION -  I65 KL 12
 GC0126  PID         -  GC0126
 GC0126  STATE/COUNTY-  KY/SIMPSON
 GC0126  USGS QUAD   -  DRAKE (1968)
 GC0126
 GC0126                         *CURRENT SURVEY CONTROL
 GC0126  ___________________________________________________________________
 GC0126* NAD 83(1986)-  36 47 08.     (N)    086 28 34.     (W)     SCALED    
 GC0126* NAVD 88     -       204.161  (meters)     669.82   (feet)  ADJUSTED  
 GC0126  ___________________________________________________________________
 GC0126  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GC0126  DYNAMIC HT  -         203.996 (meters)     669.28  (feet)  COMP
 GC0126  MODELED GRAV-     979,816.4   (mgal)                       NAVD 88
 GC0126
 GC0126  VERT ORDER  -  SECOND    CLASS 0
 GC0126
 GC0126.The horizontal coordinates were scaled from a topographic map and have
 GC0126.an estimated accuracy of +/- 6 seconds.
 GC0126
 GC0126.The orthometric height was determined by differential leveling
 GC0126.and adjusted by the National Geodetic Survey in June 1991..
 GC0126
 GC0126.The geoid height was determined by GEOID03.
 GC0126
 GC0126.The dynamic height is computed by dividing the NAVD 88
 GC0126.geopotential number by the normal gravity value computed on the
 GC0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0126.degrees latitude (g = 980.6199 gals.).
 GC0126
 GC0126.The modeled gravity was interpolated from observed gravity values.
 GC0126
 GC0126;                    North         East    Units  Estimated Accuracy
 GC0126;SPC KY1Z     - 1,050,440.    1,435,180.      MT  (+/- 180 meters Scaled)
 GC0126
 GC0126                          SUPERSEDED SURVEY CONTROL
 GC0126
 GC0126  NGVD 29 (??/??/92)  204.268  (m)          670.17   (f) ADJ UNCH    2 0
 GC0126
 GC0126.Superseded values are not recommended for survey control.
 GC0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0126.See file dsdata.txt to determine how the superseded data were derived.
 GC0126
 GC0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF467712(NAD 83)
 GC0126_MARKER: DD = SURVEY DISK
 GC0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0126_STAMPING: I65-KL12-1964
 GC0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0126+STABILITY: SURFACE MOTION
 GC0126
 GC0126  HISTORY     - Date     Condition        Report By
 GC0126  HISTORY     - 1964     MONUMENTED       PAS
 GC0126
 GC0126                          STATION DESCRIPTION
 GC0126
 GC0126'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC0126'7 MI NE FROM FRANKLIN.
 GC0126'MARK IS LOCATED ABOUT 5.70 MILES NORTH ALONG I65 FROM STATE
 GC0126'HIGHWAY 100 INTERCHANGE, ABOUT 0.70 MILE SOUTH OF STATE
 GC0126'HIGHWAY 1171 OVERPASS, 79.0 FEET EAST OF CENTER OF NORTHBOUND
 GC0126'LANE, 2.7 FEET NORTHWEST OF ANCHOR POST IN RIGHT OF WAY FENCE,
 GC0126'1.6 FEET WEST OF METAL WITNESS POST AND SIGN AND SETTING ABOUT
 GC0126'4.0 FEET ABOVE LEVEL OF ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GC0126'SURVEY TABLET SET IN TOP OF CONCRETE POST FLUSH WITH THE
 GC0126'GROUND AND STAMPED I65-KL12-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0127 ***********************************************************************
 GC0127  DESIGNATION -  I65 KL 13
 GC0127  PID         -  GC0127
 GC0127  STATE/COUNTY-  KY/SIMPSON
 GC0127  USGS QUAD   -  DRAKE (1968)
 GC0127
 GC0127                         *CURRENT SURVEY CONTROL
 GC0127  ___________________________________________________________________
 GC0127* NAD 83(1986)-  36 48 01.     (N)    086 28 30.     (W)     SCALED    
 GC0127* NAVD 88     -       189.808  (meters)     622.73   (feet)  ADJUSTED  
 GC0127  ___________________________________________________________________
 GC0127  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GC0127  DYNAMIC HT  -         189.655 (meters)     622.23  (feet)  COMP
 GC0127  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 GC0127
 GC0127  VERT ORDER  -  SECOND    CLASS 0
 GC0127
 GC0127.The horizontal coordinates were scaled from a topographic map and have
 GC0127.an estimated accuracy of +/- 6 seconds.
 GC0127
 GC0127.The orthometric height was determined by differential leveling
 GC0127.and adjusted by the National Geodetic Survey in June 1991..
 GC0127
 GC0127.The geoid height was determined by GEOID03.
 GC0127
 GC0127.The dynamic height is computed by dividing the NAVD 88
 GC0127.geopotential number by the normal gravity value computed on the
 GC0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0127.degrees latitude (g = 980.6199 gals.).
 GC0127
 GC0127.The modeled gravity was interpolated from observed gravity values.
 GC0127
 GC0127;                    North         East    Units  Estimated Accuracy
 GC0127;SPC KY1Z     - 1,052,080.    1,435,290.      MT  (+/- 180 meters Scaled)
 GC0127
 GC0127                          SUPERSEDED SURVEY CONTROL
 GC0127
 GC0127  NGVD 29 (??/??/92)  189.919  (m)          623.09   (f) ADJ UNCH    2 0
 GC0127
 GC0127.Superseded values are not recommended for survey control.
 GC0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0127.See file dsdata.txt to determine how the superseded data were derived.
 GC0127
 GC0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF468728(NAD 83)
 GC0127_MARKER: DD = SURVEY DISK
 GC0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0127_STAMPING: I65-KL13-1964
 GC0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0127+STABILITY: SURFACE MOTION
 GC0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0127+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 GC0127
 GC0127  HISTORY     - Date     Condition        Report By
 GC0127  HISTORY     - 1964     MONUMENTED       PAS
 GC0127  HISTORY     - 20060628 GOOD             KYTC
 GC0127
 GC0127                          STATION DESCRIPTION
 GC0127
 GC0127'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC0127'7.8 MI NNE FROM FRANKLIN.
 GC0127'MARK IS LOCATED ABOUT 6.75 MILES NORTH ALONG I65 FROM STATE
 GC0127'HIGHWAY 100 INTERCHANGE, ABOUT 0.35 MILE NORTH OF STATE HIGHWAY
 GC0127'1171 OVERPASS, 98.0 FEET WEST OF CENTER OF SOUTHBOUND LANE,
 GC0127'43.0 FEET NORTH OF ABANDONED ROAD, 4.0 FEET EAST OF POWER POLE,
 GC0127'2.0 FEET EAST OF RIGHT OF WAY FENCE AND 1.3 FEET EAST OF
 GC0127'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GC0127'SURVEY TABLET SET IN TOP OF CONCRETE POST FLUSH WITH THE GROUND
 GC0127'AND STAMPED I65-KL13-1964.
 GC0127
 GC0127                          STATION RECOVERY (2006)
 GC0127
 GC0127'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GC0127'METAL WITNESS POST AND SIGN NOW STUCK IN R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0128 ***********************************************************************
 GC0128  DESIGNATION -  I65 KL 14
 GC0128  PID         -  GC0128
 GC0128  STATE/COUNTY-  KY/WARREN
 GC0128  USGS QUAD   -  DRAKE (1968)
 GC0128
 GC0128                         *CURRENT SURVEY CONTROL
 GC0128  ___________________________________________________________________
 GC0128* NAD 83(1986)-  36 49 14.     (N)    086 28 16.     (W)     SCALED    
 GC0128* NAVD 88     -       184.253  (meters)     604.50   (feet)  ADJUSTED  
 GC0128  ___________________________________________________________________
 GC0128  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 GC0128  DYNAMIC HT  -         184.105 (meters)     604.02  (feet)  COMP
 GC0128  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 GC0128
 GC0128  VERT ORDER  -  SECOND    CLASS 0
 GC0128
 GC0128.The horizontal coordinates were scaled from a topographic map and have
 GC0128.an estimated accuracy of +/- 6 seconds.
 GC0128
 GC0128.The orthometric height was determined by differential leveling
 GC0128.and adjusted by the National Geodetic Survey in June 1991..
 GC0128
 GC0128.The geoid height was determined by GEOID03.
 GC0128
 GC0128.The dynamic height is computed by dividing the NAVD 88
 GC0128.geopotential number by the normal gravity value computed on the
 GC0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0128.degrees latitude (g = 980.6199 gals.).
 GC0128
 GC0128.The modeled gravity was interpolated from observed gravity values.
 GC0128
 GC0128;                    North         East    Units  Estimated Accuracy
 GC0128;SPC KY1Z     - 1,054,320.    1,435,660.      MT  (+/- 180 meters Scaled)
 GC0128
 GC0128                          SUPERSEDED SURVEY CONTROL
 GC0128
 GC0128  NGVD 29 (??/??/92)  184.366  (m)          604.87   (f) ADJ UNCH    2 0
 GC0128
 GC0128.Superseded values are not recommended for survey control.
 GC0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0128.See file dsdata.txt to determine how the superseded data were derived.
 GC0128
 GC0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF471750(NAD 83)
 GC0128_MARKER: DD = SURVEY DISK
 GC0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0128_STAMPING: I65-KL14-1964
 GC0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0128+STABILITY: SURFACE MOTION
 GC0128
 GC0128  HISTORY     - Date     Condition        Report By
 GC0128  HISTORY     - 1964     MONUMENTED       PAS
 GC0128
 GC0128                          STATION DESCRIPTION
 GC0128
 GC0128'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC0128'11.9 MI S FROM BOWLING GREEN.
 GC0128'MARK IS LOCATED ABOUT 8.85 MILES SOUTH ALONG INTERSTATE 65 FROM
 GC0128'U.S. HIGHWAY 231 INTERCHANGE (ABOUT 3.50 MILES EAST OF BOWLING
 GC0128'GREEN, KENTUCKY), THENCE ABOUT 0.95 MILE SOUTH ALONG INTERSTATE
 GC0128'65 FROM STATE HIGHWAY 240 OVERPASS, 48.0 FEET EAST OF NORTHBOUND
 GC0128'LANE, 44.3 FEET WEST OF RIGHT OF WAY FENCE AND 44.0 FEET WEST OF
 GC0128'METAL WITNESS POST AND SIGN, DRILLED IN EAST END OF L SHAPED
 GC0128'CULVERT.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET AND
 GC0128'STAMPED I65-KL14-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1937 ***********************************************************************
 GC1937  DESIGNATION -  I65 KL 14 RESET
 GC1937  PID         -  GC1937
 GC1937  STATE/COUNTY-  KY/WARREN
 GC1937  USGS QUAD   -  DRAKE (1968)
 GC1937
 GC1937                         *CURRENT SURVEY CONTROL
 GC1937  ___________________________________________________________________
 GC1937* NAD 83(1986)-  36 49 14.     (N)    086 28 16.     (W)     SCALED    
 GC1937* NAVD 88     -       184.23   (meters)     604.4    (feet)  RESET     
 GC1937  ___________________________________________________________________
 GC1937  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 GC1937
 GC1937  VERT ORDER  -  THIRD
 GC1937
 GC1937.The horizontal coordinates were scaled from a topographic map and have
 GC1937.an estimated accuracy of +/- 6 seconds.
 GC1937
 GC1937.The orthometric height was computed from unverified reset data.
 GC1937.No vertical observational check was made to the station.
 GC1937
 GC1937.The geoid height was determined by GEOID03.
 GC1937
 GC1937;                    North         East    Units  Estimated Accuracy
 GC1937;SPC KY1Z     - 1,054,320.    1,435,660.      MT  (+/- 180 meters Scaled)
 GC1937
 GC1937                          SUPERSEDED SURVEY CONTROL
 GC1937
 GC1937  NGVD 29 (10/08/05)  184.34   (m)          604.8    (f) RESET       3  
 GC1937
 GC1937.Superseded values are not recommended for survey control.
 GC1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1937.See file dsdata.txt to determine how the superseded data were derived.
 GC1937
 GC1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF471750(NAD 83)
 GC1937_MARKER: DB = BENCH MARK DISK
 GC1937_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GC1937_SP_SET: CATCH BASIN
 GC1937_STAMPING: I 65 KL 14 RESET 1972
 GC1937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC1937+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 GC1937
 GC1937  HISTORY     - Date     Condition        Report By
 GC1937  HISTORY     - 1972     MONUMENTED       KYHD
 GC1937  HISTORY     - 20060628 GOOD             KYTC
 GC1937
 GC1937                          STATION DESCRIPTION
 GC1937
 GC1937'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1972
 GC1937'11.9 MI SOUTH FROM BOWLING GREEN.
 GC1937'11.9 MILES SOUTH ALONG I-95 FROM BOWLING GREEN, 44.5 FEET WEST
 GC1937'OF EAST RIGHT-OF-WAY FENCE, 44 FEET EAST OF APPROXIMATE CENTERLINE
 GC1937'OF NORTHBOUND LANES OF I-65, 20 FEET EAST OF MILE POST NO 14, 0.3
 GC1937'FOOT EAST OF NORTHEAST CORNER OF METAL GRATING OF THE DRAIN ABOUT
 GC1937'IN THE NORTHEAST CORNER OF A CONCRETE CATCH BASIN.
 GC1937'THE MARK IS 44.0 FT  W FROM A WITNESS POST.
 GC1937'THE MARK IS 3.0 FT BELOW PAEMENT.
 GC1937
 GC1937                          STATION RECOVERY (2006)
 GC1937
 GC1937'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GC1937'MARK IS 105 FEET SOUTH OF MILE POST 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0129 ***********************************************************************
 GC0129  DESIGNATION -  I65 KL 15
 GC0129  PID         -  GC0129
 GC0129  STATE/COUNTY-  KY/WARREN
 GC0129  USGS QUAD   -  DRAKE (1968)
 GC0129
 GC0129                         *CURRENT SURVEY CONTROL
 GC0129  ___________________________________________________________________
 GC0129* NAD 83(1986)-  36 49 57.     (N)    086 27 58.     (W)     SCALED    
 GC0129* NAVD 88     -       190.556  (meters)     625.18   (feet)  ADJUSTED  
 GC0129  ___________________________________________________________________
 GC0129  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GC0129  DYNAMIC HT  -         190.403 (meters)     624.68  (feet)  COMP
 GC0129  MODELED GRAV-     979,827.6   (mgal)                       NAVD 88
 GC0129
 GC0129  VERT ORDER  -  SECOND    CLASS 0
 GC0129
 GC0129.The horizontal coordinates were scaled from a topographic map and have
 GC0129.an estimated accuracy of +/- 6 seconds.
 GC0129
 GC0129.The orthometric height was determined by differential leveling
 GC0129.and adjusted by the National Geodetic Survey in June 1991..
 GC0129
 GC0129.The geoid height was determined by GEOID03.
 GC0129
 GC0129.The dynamic height is computed by dividing the NAVD 88
 GC0129.geopotential number by the normal gravity value computed on the
 GC0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0129.degrees latitude (g = 980.6199 gals.).
 GC0129
 GC0129.The modeled gravity was interpolated from observed gravity values.
 GC0129
 GC0129;                    North         East    Units  Estimated Accuracy
 GC0129;SPC KY1Z     - 1,055,650.    1,436,110.      MT  (+/- 180 meters Scaled)
 GC0129
 GC0129                          SUPERSEDED SURVEY CONTROL
 GC0129
 GC0129  NGVD 29 (??/??/92)  190.671  (m)          625.56   (f) ADJ UNCH    2 0
 GC0129
 GC0129.Superseded values are not recommended for survey control.
 GC0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0129.See file dsdata.txt to determine how the superseded data were derived.
 GC0129
 GC0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF476764(NAD 83)
 GC0129_MARKER: DD = SURVEY DISK
 GC0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0129_STAMPING: I65-KL15-1964
 GC0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0129+STABILITY: SURFACE MOTION
 GC0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0129+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 GC0129
 GC0129  HISTORY     - Date     Condition        Report By
 GC0129  HISTORY     - 1964     MONUMENTED       PAS
 GC0129  HISTORY     - 20060628 GOOD             KYTC
 GC0129
 GC0129                          STATION DESCRIPTION
 GC0129
 GC0129'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC0129'10.9 MI S FROM BOWLING GREEN.
 GC0129'MARK IS LOCATED ABOUT 7.95 MILES SOUTH ALONG INTERSTATE 65 FROM
 GC0129'U.S. HIGHWAY 231 INTERCHANGE, (ABOUT 3.5 MILES EAST OF
 GC0129'BOWLING GREEN, KENTUCKY), 100.0 FEET SOUTH OF THE SOUTHEAST
 GC0129'ABUTMENT OF STATE HIGHWAY 240 OVERPASS, 98.0 FEET EAST OF
 GC0129'NORTHBOUND LANE, 58.0 FEET WEST OF CENTER OF GRAVEL ROAD, 2.0
 GC0129'FEET WEST OF RIGHT OF WAY FENCE AND 1.5 FEET WEST OF METAL
 GC0129'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 GC0129'TABLET SET IN TOP OF CONCRETE POST FLUSH WITH THE GROUND AND
 GC0129'STAMPED I65-KL15-1964.
 GC0129
 GC0129                          STATION RECOVERY (2006)
 GC0129
 GC0129'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GC0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0130 ***********************************************************************
 GC0130  DESIGNATION -  I65 KL 16
 GC0130  PID         -  GC0130
 GC0130  STATE/COUNTY-  KY/WARREN
 GC0130  USGS QUAD   -  DRAKE (1968)
 GC0130
 GC0130                         *CURRENT SURVEY CONTROL
 GC0130  ___________________________________________________________________
 GC0130* NAD 83(1986)-  36 50 43.     (N)    086 27 38.     (W)     SCALED    
 GC0130* NAVD 88     -       191.579  (meters)     628.54   (feet)  ADJUSTED  
 GC0130  ___________________________________________________________________
 GC0130  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GC0130  DYNAMIC HT  -         191.427 (meters)     628.04  (feet)  COMP
 GC0130  MODELED GRAV-     979,830.8   (mgal)                       NAVD 88
 GC0130
 GC0130  VERT ORDER  -  SECOND    CLASS 0
 GC0130
 GC0130.The horizontal coordinates were scaled from a topographic map and have
 GC0130.an estimated accuracy of +/- 6 seconds.
 GC0130
 GC0130.The orthometric height was determined by differential leveling
 GC0130.and adjusted by the National Geodetic Survey in June 1991..
 GC0130
 GC0130.The geoid height was determined by GEOID03.
 GC0130
 GC0130.The dynamic height is computed by dividing the NAVD 88
 GC0130.geopotential number by the normal gravity value computed on the
 GC0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0130.degrees latitude (g = 980.6199 gals.).
 GC0130
 GC0130.The modeled gravity was interpolated from observed gravity values.
 GC0130
 GC0130;                    North         East    Units  Estimated Accuracy
 GC0130;SPC KY1Z     - 1,057,060.    1,436,620.      MT  (+/- 180 meters Scaled)
 GC0130
 GC0130                          SUPERSEDED SURVEY CONTROL
 GC0130
 GC0130  NGVD 29 (??/??/92)  191.696  (m)          628.92   (f) ADJ UNCH    2 0
 GC0130
 GC0130.Superseded values are not recommended for survey control.
 GC0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0130.See file dsdata.txt to determine how the superseded data were derived.
 GC0130
 GC0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF480778(NAD 83)
 GC0130_MARKER: DD = SURVEY DISK
 GC0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0130_STAMPING: I65-KL16-1964
 GC0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0130+STABILITY: SURFACE MOTION
 GC0130
 GC0130  HISTORY     - Date     Condition        Report By
 GC0130  HISTORY     - 1964     MONUMENTED       KYHD
 GC0130
 GC0130                          STATION DESCRIPTION
 GC0130
 GC0130'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964
 GC0130'10 MI S FROM BOWLING GREEN.
 GC0130'MARK IS LOCATED ABOUT 6.95 MILES SOUTH ALONG INTERSTATE 65
 GC0130'FROM U.S. HIGHWAY 231 INTERCHANGE, (ABOUT 3.50 MILES EAST OF
 GC0130'BOWLING GREEN, KENTUCKY), THENCE ABOUT 1.30 MILES SOUTH ALONG
 GC0130'INTERSTATE 65 FROM STATE HIGHWAY 242 OVERPASS, THENCE ABOUT 1.00
 GC0130'MILE NORTH ALONG INTERSTATE 65 FROM STATE HIGHWAY 240 OVERPASS,
 GC0130'105.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF BARN, 76.0 FEET
 GC0130'EAST OF CENTER OF NORTHBOUND LANE, 62.0 FEET NORTHWEST OF POWER
 GC0130'POLE WITH STREET LIGHT, 55.0 FEET SOUTHWEST OF THE SOUTHWEST
 GC0130'CORNER OF BARN, 1.6 FEET WEST OF RIGHT OF WAY FENCE AND 1.2 FEET
 GC0130'WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 GC0130'HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE POST FLUSH WITH THE
 GC0130'GROUND AND STAMPED I65-KL16-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0131 ***********************************************************************
 GC0131  DESIGNATION -  I65 KL 17
 GC0131  PID         -  GC0131
 GC0131  STATE/COUNTY-  KY/WARREN
 GC0131  USGS QUAD   -  DRAKE (1968)
 GC0131
 GC0131                         *CURRENT SURVEY CONTROL
 GC0131  ___________________________________________________________________
 GC0131* NAD 83(1986)-  36 51 48.     (N)    086 27 07.     (W)     SCALED    
 GC0131* NAVD 88     -       182.190  (meters)     597.74   (feet)  ADJUSTED  
 GC0131  ___________________________________________________________________
 GC0131  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GC0131  DYNAMIC HT  -         182.045 (meters)     597.26  (feet)  COMP
 GC0131  MODELED GRAV-     979,835.2   (mgal)                       NAVD 88
 GC0131
 GC0131  VERT ORDER  -  SECOND    CLASS 0
 GC0131
 GC0131.The horizontal coordinates were scaled from a topographic map and have
 GC0131.an estimated accuracy of +/- 6 seconds.
 GC0131
 GC0131.The orthometric height was determined by differential leveling
 GC0131.and adjusted by the National Geodetic Survey in June 1991..
 GC0131
 GC0131.The geoid height was determined by GEOID03.
 GC0131
 GC0131.The dynamic height is computed by dividing the NAVD 88
 GC0131.geopotential number by the normal gravity value computed on the
 GC0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0131.degrees latitude (g = 980.6199 gals.).
 GC0131
 GC0131.The modeled gravity was interpolated from observed gravity values.
 GC0131
 GC0131;                    North         East    Units  Estimated Accuracy
 GC0131;SPC KY1Z     - 1,059,060.    1,437,400.      MT  (+/- 180 meters Scaled)
 GC0131
 GC0131                          SUPERSEDED SURVEY CONTROL
 GC0131
 GC0131  NGVD 29 (??/??/92)  182.310  (m)          598.13   (f) ADJ UNCH    2 0
 GC0131
 GC0131.Superseded values are not recommended for survey control.
 GC0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0131.See file dsdata.txt to determine how the superseded data were derived.
 GC0131
 GC0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF488798(NAD 83)
 GC0131_MARKER: DD = SURVEY DISK
 GC0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0131_STAMPING: I65-KL17-1964
 GC0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0131+STABILITY: SURFACE MOTION
 GC0131
 GC0131  HISTORY     - Date     Condition        Report By
 GC0131  HISTORY     - 1964     MONUMENTED       PAS
 GC0131
 GC0131                          STATION DESCRIPTION
 GC0131
 GC0131'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC0131'8.8 MI S FROM BOWLING GREEN.
 GC0131'MARK IS LOCATED ABOUT 5.65 MILES SOUTH ALONG INTERSTATE 65 FROM
 GC0131'231 HIGHWAY INTERCHANGE, (ABOUT 3.50 MILES EAST OF BOWLING
 GC0131'GREEN, KENTUCKY), 147.0 FEET NORTH OF THE NORTHEAST ABUTMENT OF
 GC0131'STATE HIGHWAY 242 OVERPASS, 110.0 FEET SOUTH-SOUTHWEST OF POWER
 GC0131'POLE, 66.0 FEET EAST OF CENTER OF NORTHBOUND LANE, 2.4 FEET
 GC0131'NORTHWEST OF ANGLE POST IN RIGHT OF WAY FENCE AND 1.4 FEET
 GC0131'WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 GC0131'HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE POST FLUSH WITH
 GC0131'THE GROUND AND STAMPED I65-KL17-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0132 ***********************************************************************
 GC0132  DESIGNATION -  I65 KL 18
 GC0132  PID         -  GC0132
 GC0132  STATE/COUNTY-  KY/WARREN
 GC0132  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0132
 GC0132                         *CURRENT SURVEY CONTROL
 GC0132  ___________________________________________________________________
 GC0132* NAD 83(1986)-  36 52 35.     (N)    086 26 46.     (W)     SCALED    
 GC0132* NAVD 88     -       180.035  (meters)     590.66   (feet)  ADJUSTED  
 GC0132  ___________________________________________________________________
 GC0132  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GC0132  DYNAMIC HT  -         179.893 (meters)     590.20  (feet)  COMP
 GC0132  MODELED GRAV-     979,838.1   (mgal)                       NAVD 88
 GC0132
 GC0132  VERT ORDER  -  SECOND    CLASS 0
 GC0132
 GC0132.The horizontal coordinates were scaled from a topographic map and have
 GC0132.an estimated accuracy of +/- 6 seconds.
 GC0132
 GC0132.The orthometric height was determined by differential leveling
 GC0132.and adjusted by the National Geodetic Survey in June 1991..
 GC0132
 GC0132.The geoid height was determined by GEOID03.
 GC0132
 GC0132.The dynamic height is computed by dividing the NAVD 88
 GC0132.geopotential number by the normal gravity value computed on the
 GC0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0132.degrees latitude (g = 980.6199 gals.).
 GC0132
 GC0132.The modeled gravity was interpolated from observed gravity values.
 GC0132
 GC0132;                    North         East    Units  Estimated Accuracy
 GC0132;SPC KY1Z     - 1,060,500.    1,437,940.      MT  (+/- 180 meters Scaled)
 GC0132
 GC0132                          SUPERSEDED SURVEY CONTROL
 GC0132
 GC0132  NGVD 29 (??/??/92)  180.157  (m)          591.07   (f) ADJ UNCH    2 0
 GC0132
 GC0132.Superseded values are not recommended for survey control.
 GC0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0132.See file dsdata.txt to determine how the superseded data were derived.
 GC0132
 GC0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF493813(NAD 83)
 GC0132_MARKER: DD = SURVEY DISK
 GC0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0132_STAMPING: I65-KL18-1964
 GC0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0132+STABILITY: SURFACE MOTION
 GC0132
 GC0132  HISTORY     - Date     Condition        Report By
 GC0132  HISTORY     - 1964     MONUMENTED       KYHD
 GC0132
 GC0132                          STATION DESCRIPTION
 GC0132
 GC0132'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964
 GC0132'8 MI S FROM BOWLING GREEN.
 GC0132'MARK IS LOCATED ABOUT 4.60 MILES SOUTH ALONG INTERSTATE 65 FROM
 GC0132'HIGHWAY 231 INTERCHANGE, (ABOUT 3.50 MILES EAST OF BOWLING
 GC0132'GREEN, KENTUCKY), THENCE ABOUT 1.00 MILE SOUTH OF STATE HIGHWAY
 GC0132'1171 OVERPASS, ABOUT 1.05 MILES NORTH OF STATE HIGHWAY 242
 GC0132'OVERPASS, 86.0 FEET EAST OF NORTHBOUND LANE, 62.0 FEET SOUTHEAST
 GC0132'OF SOUTHEAST ABUTMENT OF CULVERT, 60.0 FEET SOUTH OF FENCE LINE,
 GC0132'1.7 FEET WEST OF RIGHT OF WAY FENCE AND 1.2 FEET WEST OF METAL
 GC0132'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GC0132'SURVEY TABLET SET IN TOP OF CONCRETE POST FLUSH WITH THE GROUND
 GC0132'AND STAMPED I65-KL18-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0133 ***********************************************************************
 GC0133  DESIGNATION -  I65 KL 19
 GC0133  PID         -  GC0133
 GC0133  STATE/COUNTY-  KY/WARREN
 GC0133  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0133
 GC0133                         *CURRENT SURVEY CONTROL
 GC0133  ___________________________________________________________________
 GC0133* NAD 83(1986)-  36 53 26.     (N)    086 26 26.     (W)     SCALED    
 GC0133* NAVD 88     -       181.281  (meters)     594.75   (feet)  ADJUSTED  
 GC0133  ___________________________________________________________________
 GC0133  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GC0133  DYNAMIC HT  -         181.138 (meters)     594.28  (feet)  COMP
 GC0133  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 GC0133
 GC0133  VERT ORDER  -  SECOND    CLASS 0
 GC0133
 GC0133.The horizontal coordinates were scaled from a topographic map and have
 GC0133.an estimated accuracy of +/- 6 seconds.
 GC0133
 GC0133.The orthometric height was determined by differential leveling
 GC0133.and adjusted by the National Geodetic Survey in June 1991..
 GC0133
 GC0133.The geoid height was determined by GEOID03.
 GC0133
 GC0133.The dynamic height is computed by dividing the NAVD 88
 GC0133.geopotential number by the normal gravity value computed on the
 GC0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0133.degrees latitude (g = 980.6199 gals.).
 GC0133
 GC0133.The modeled gravity was interpolated from observed gravity values.
 GC0133
 GC0133;                    North         East    Units  Estimated Accuracy
 GC0133;SPC KY1Z     - 1,062,070.    1,438,440.      MT  (+/- 180 meters Scaled)
 GC0133
 GC0133                          SUPERSEDED SURVEY CONTROL
 GC0133
 GC0133  NGVD 29 (??/??/92)  181.405  (m)          595.16   (f) ADJ UNCH    2 0
 GC0133
 GC0133.Superseded values are not recommended for survey control.
 GC0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0133.See file dsdata.txt to determine how the superseded data were derived.
 GC0133
 GC0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF498828(NAD 83)
 GC0133_MARKER: DD = SURVEY DISK
 GC0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0133_STAMPING: I65-KL19-1964
 GC0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0133+STABILITY: SURFACE MOTION
 GC0133
 GC0133  HISTORY     - Date     Condition        Report By
 GC0133  HISTORY     - 1964     MONUMENTED       PAS
 GC0133
 GC0133                          STATION DESCRIPTION
 GC0133
 GC0133'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC0133'7 MI S FROM BOWLING GREEN.
 GC0133'MARK IS LOCATED ABOUT 3.60 MILES SOUTH ALONG INTERSTATE 65 FROM
 GC0133'U.S. HIGHWAY 231 INTERCHANGE, (ABOUT 3.50 MILES EAST OF BOWLING
 GC0133'GREEN, KENTUCKY), 150.0 FEET SOUTH OF THE SOUTHEAST ABUTMENT OF
 GC0133'STATE HIGHWAY 1171 OVERPASS, 107.0 FEET EAST OF THE CENTER OF
 GC0133'THE NORTHBOUND LANE, 2.2 FEET WEST OF RIGHT OF WAY FENCE AND
 GC0133'1.4 FEET WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GC0133'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE
 GC0133'POST FLUSH WITH THE GROUND AND STAMPED I65-KL19-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1074 ***********************************************************************
 GC1074  DESIGNATION -  I65 KL 2
 GC1074  PID         -  GC1074
 GC1074  STATE/COUNTY-  KY/SIMPSON
 GC1074  USGS QUAD   -  FRANKLIN (1994)
 GC1074
 GC1074                         *CURRENT SURVEY CONTROL
 GC1074  ___________________________________________________________________
 GC1074* NAD 83(1986)-  36 39 51.     (N)    086 33 19.     (W)     SCALED    
 GC1074* NAVD 88     -       218.156  (meters)     715.73   (feet)  ADJUSTED  
 GC1074  ___________________________________________________________________
 GC1074  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GC1074  DYNAMIC HT  -         217.974 (meters)     715.14  (feet)  COMP
 GC1074  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 GC1074
 GC1074  VERT ORDER  -  SECOND    CLASS 0
 GC1074
 GC1074.The horizontal coordinates were scaled from a topographic map and have
 GC1074.an estimated accuracy of +/- 6 seconds.
 GC1074
 GC1074.The orthometric height was determined by differential leveling
 GC1074.and adjusted by the National Geodetic Survey in June 1991..
 GC1074
 GC1074.The geoid height was determined by GEOID03.
 GC1074
 GC1074.The dynamic height is computed by dividing the NAVD 88
 GC1074.geopotential number by the normal gravity value computed on the
 GC1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1074.degrees latitude (g = 980.6199 gals.).
 GC1074
 GC1074.The modeled gravity was interpolated from observed gravity values.
 GC1074
 GC1074;                    North         East    Units  Estimated Accuracy
 GC1074;SPC KY1Z     - 1,037,030.    1,428,000.      MT  (+/- 180 meters Scaled)
 GC1074
 GC1074                          SUPERSEDED SURVEY CONTROL
 GC1074
 GC1074  NGVD 29 (??/??/92)  218.244  (m)          716.02   (f) ADJ UNCH    2 0
 GC1074
 GC1074.Superseded values are not recommended for survey control.
 GC1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1074.See file dsdata.txt to determine how the superseded data were derived.
 GC1074
 GC1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF397577(NAD 83)
 GC1074_MARKER: DD = SURVEY DISK
 GC1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1074_STAMPING: I65-KL2-1964
 GC1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1074+STABILITY: SURFACE MOTION
 GC1074
 GC1074  HISTORY     - Date     Condition        Report By
 GC1074  HISTORY     - 1964     MONUMENTED       PAS
 GC1074  HISTORY     - 20030710 MARK NOT FOUND   KYDT
 GC1074
 GC1074                          STATION DESCRIPTION
 GC1074
 GC1074'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC1074'4.2 MI S FROM FRANKLIN.
 GC1074'MARK IS LOCATED AT 31W INTERCHANGE, 142.0 FEET NORTHEAST OF
 GC1074'CENTER OF 31W, 72.0 FEET SOUTHEAST OF CENTER OF NORTHBOUND
 GC1074'RAMP, 54.0 FEET SOUTHEAST OF SOUTHEAST HEADWALL OVER CULVERT,
 GC1074'2.0 FEET NORTHWEST OF ANGLE POST IN RIGHT OF WAY FENCE AND 1.0
 GC1074'FOOT WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GC1074'OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE POST PROJECTING
 GC1074'2 INCHES AND STAMPED I65-KL2-1964.
 GC1074
 GC1074                          STATION RECOVERY (2003)
 GC1074
 GC1074'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1074'THERE IS A DEPRESSION IN THE GROUND AND CHUNKS OF CONCRETE WERE FOUND
 GC1074'AT THIS LOCATION, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0134 ***********************************************************************
 GC0134  DESIGNATION -  I65 KL 20
 GC0134  PID         -  GC0134
 GC0134  STATE/COUNTY-  KY/WARREN
 GC0134  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0134
 GC0134                         *CURRENT SURVEY CONTROL
 GC0134  ___________________________________________________________________
 GC0134* NAD 83(1986)-  36 54 20.     (N)    086 26 04.     (W)     SCALED    
 GC0134* NAVD 88     -       180.434  (meters)     591.97   (feet)  ADJUSTED  
 GC0134  ___________________________________________________________________
 GC0134  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GC0134  DYNAMIC HT  -         180.293 (meters)     591.51  (feet)  COMP
 GC0134  MODELED GRAV-     979,844.0   (mgal)                       NAVD 88
 GC0134
 GC0134  VERT ORDER  -  SECOND    CLASS 0
 GC0134
 GC0134.The horizontal coordinates were scaled from a topographic map and have
 GC0134.an estimated accuracy of +/- 6 seconds.
 GC0134
 GC0134.The orthometric height was determined by differential leveling
 GC0134.and adjusted by the National Geodetic Survey in June 1991..
 GC0134
 GC0134.The geoid height was determined by GEOID03.
 GC0134
 GC0134.The dynamic height is computed by dividing the NAVD 88
 GC0134.geopotential number by the normal gravity value computed on the
 GC0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0134.degrees latitude (g = 980.6199 gals.).
 GC0134
 GC0134.The modeled gravity was interpolated from observed gravity values.
 GC0134
 GC0134;                    North         East    Units  Estimated Accuracy
 GC0134;SPC KY1Z     - 1,063,730.    1,439,000.      MT  (+/- 180 meters Scaled)
 GC0134
 GC0134                          SUPERSEDED SURVEY CONTROL
 GC0134
 GC0134  NGVD 29 (??/??/92)  180.561  (m)          592.39   (f) ADJ UNCH    2 0
 GC0134
 GC0134.Superseded values are not recommended for survey control.
 GC0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0134.See file dsdata.txt to determine how the superseded data were derived.
 GC0134
 GC0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF503845(NAD 83)
 GC0134_MARKER: DD = SURVEY DISK
 GC0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0134_STAMPING: I65-KL20-1964
 GC0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0134+STABILITY: SURFACE MOTION
 GC0134
 GC0134  HISTORY     - Date     Condition        Report By
 GC0134  HISTORY     - 1964     MONUMENTED       KYHD
 GC0134
 GC0134                          STATION DESCRIPTION
 GC0134
 GC0134'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964
 GC0134'6 MI S FROM BOWLING GREEN.
 GC0134'MARK IS LOCATED ABOUT 2.10 MILES SOUTH ALONG INTERSTATE 65 FROM
 GC0134'U.S. HIGHWAY 231 INTERCHANGE, (ABOUT 3.50 MILES EAST OF BOWLING
 GC0134'GREEN, KENTUCKY), THENCE ABOUT 1.10 MILES NORTH OF STATE HIGHWAY
 GC0134'1171 OVERPASS AND ACROSS HIGHWAY FROM A LARGE RED BARN WITH METAL
 GC0134'ROOF, 75.0 FEET EAST OF CENTER OF NORTHBOUND LANE, 2.0 FEET
 GC0134'WEST OF RIGHT OF WAY FENCE AND 1.3 FEET WEST OF METAL WITNESS
 GC0134'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 GC0134'TABLET SET IN TOP OF CONCRETE POST FLUSH WITH THE GROUND AND
 GC0134'STAMPED I65-KL20-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0135 ***********************************************************************
 GC0135  DESIGNATION -  I65 KL 21
 GC0135  PID         -  GC0135
 GC0135  STATE/COUNTY-  KY/WARREN
 GC0135  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0135
 GC0135                         *CURRENT SURVEY CONTROL
 GC0135  ___________________________________________________________________
 GC0135* NAD 83(1986)-  36 55 08.     (N)    086 25 38.     (W)     SCALED    
 GC0135* NAVD 88     -       169.939  (meters)     557.54   (feet)  ADJUSTED  
 GC0135  ___________________________________________________________________
 GC0135  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GC0135  DYNAMIC HT  -         169.806 (meters)     557.11  (feet)  COMP
 GC0135  MODELED GRAV-     979,846.5   (mgal)                       NAVD 88
 GC0135
 GC0135  VERT ORDER  -  SECOND    CLASS 0
 GC0135
 GC0135.The horizontal coordinates were scaled from a topographic map and have
 GC0135.an estimated accuracy of +/- 6 seconds.
 GC0135
 GC0135.The orthometric height was determined by differential leveling
 GC0135.and adjusted by the National Geodetic Survey in June 1991..
 GC0135
 GC0135.The geoid height was determined by GEOID03.
 GC0135
 GC0135.The dynamic height is computed by dividing the NAVD 88
 GC0135.geopotential number by the normal gravity value computed on the
 GC0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0135.degrees latitude (g = 980.6199 gals.).
 GC0135
 GC0135.The modeled gravity was interpolated from observed gravity values.
 GC0135
 GC0135;                    North         East    Units  Estimated Accuracy
 GC0135;SPC KY1Z     - 1,065,210.    1,439,650.      MT  (+/- 180 meters Scaled)
 GC0135
 GC0135                          SUPERSEDED SURVEY CONTROL
 GC0135
 GC0135  NGVD 29 (??/??/92)  170.067  (m)          557.96   (f) ADJ UNCH    2 0
 GC0135
 GC0135.Superseded values are not recommended for survey control.
 GC0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0135.See file dsdata.txt to determine how the superseded data were derived.
 GC0135
 GC0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF510860(NAD 83)
 GC0135_MARKER: DD = SURVEY DISK
 GC0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0135_SP_SET: CULVERT
 GC0135_STAMPING: I65-KL21-1964
 GC0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0135
 GC0135  HISTORY     - Date     Condition        Report By
 GC0135  HISTORY     - 1964     MONUMENTED       PAS
 GC0135
 GC0135                          STATION DESCRIPTION
 GC0135
 GC0135'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC0135'5.1 MI S FROM BOWLING GREEN.
 GC0135'MARK IS LOCATED ABOUT 1.05 MILES SOUTH ALONG INTERSTATE 65 FROM
 GC0135'U.S. HIGHWAY 231 INTERCHANGE, (ABOUT 3.50 MILES EAST OF
 GC0135'BOWLING GREEN, KENTUCKY), THENCE ABOUT 2.15 MILES NORTH FROM
 GC0135'STATE HIGHWAY 1171 OVERPASS, 48.0 FEET EAST OF CENTER OF NORTHBOUND
 GC0135'LANE, 40.3 FEET WEST OF RIGHT OF WAY FENCE AND 40.0 FEET WEST
 GC0135'OF METAL WITNESS POST AND SIGN.  DRILLED IN THE SOUTHEAST
 GC0135'ABUTMENT OF A 4 BY 5 FEET BOX CULVERT.  A KENTUCKY DEPARTMENT
 GC0135'OF HIGHWAYS SURVEY TABLET AND STAMPED I65-KL21-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0136 ***********************************************************************
 GC0136  DESIGNATION -  I65 KL 22
 GC0136  PID         -  GC0136
 GC0136  STATE/COUNTY-  KY/WARREN
 GC0136  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0136
 GC0136                         *CURRENT SURVEY CONTROL
 GC0136  ___________________________________________________________________
 GC0136* NAD 83(1986)-  36 56 16.     (N)    086 25 07.     (W)     SCALED    
 GC0136* NAVD 88     -       169.171  (meters)     555.02   (feet)  ADJUSTED  
 GC0136  ___________________________________________________________________
 GC0136  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GC0136  DYNAMIC HT  -         169.039 (meters)     554.59  (feet)  COMP
 GC0136  MODELED GRAV-     979,849.8   (mgal)                       NAVD 88
 GC0136
 GC0136  VERT ORDER  -  SECOND    CLASS 0
 GC0136
 GC0136.The horizontal coordinates were scaled from a topographic map and have
 GC0136.an estimated accuracy of +/- 6 seconds.
 GC0136
 GC0136.The orthometric height was determined by differential leveling
 GC0136.and adjusted by the National Geodetic Survey in June 1991..
 GC0136
 GC0136.The geoid height was determined by GEOID03.
 GC0136
 GC0136.The dynamic height is computed by dividing the NAVD 88
 GC0136.geopotential number by the normal gravity value computed on the
 GC0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0136.degrees latitude (g = 980.6199 gals.).
 GC0136
 GC0136.The modeled gravity was interpolated from observed gravity values.
 GC0136
 GC0136;                    North         East    Units  Estimated Accuracy
 GC0136;SPC KY1Z     - 1,067,300.    1,440,440.      MT  (+/- 180 meters Scaled)
 GC0136
 GC0136                          SUPERSEDED SURVEY CONTROL
 GC0136
 GC0136  NGVD 29 (??/??/92)  169.301  (m)          555.45   (f) ADJ UNCH    2 0
 GC0136
 GC0136.Superseded values are not recommended for survey control.
 GC0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0136.See file dsdata.txt to determine how the superseded data were derived.
 GC0136
 GC0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF517881(NAD 83)
 GC0136_MARKER: DD = SURVEY DISK
 GC0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0136_STAMPING: I65-KL22-1964
 GC0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0136+STABILITY: SURFACE MOTION
 GC0136
 GC0136  HISTORY     - Date     Condition        Report By
 GC0136  HISTORY     - 1964     MONUMENTED       PAS
 GC0136
 GC0136                          STATION DESCRIPTION
 GC0136
 GC0136'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC0136'4 MI ESE FROM BOWLING GREEN.
 GC0136'MARK IS LOCATED AT THE NORTHEAST SIDE OF U.S. HIGHWAY 231
 GC0136'INTERCHANGE, (ABOUT 3.50 MILES EAST OF BOWLING GREEN, KENTUCKY),
 GC0136'ABOUT 200.0 FEET NORTHWEST OF SOUTHBOUND EXIT RAMP, 150.0 FEET
 GC0136'NORTH OF CENTER OF U.S. HIGHWAY 231, 1.8 FEET SOUTHWEST OF
 GC0136'ANGLE POST OF RIGHT OF WAY FENCE AND 1.0 FOOT SOUTH OF METAL
 GC0136'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GC0136'SURVEY TABLET SET IN TOP OF CONCRETE POST AND PROJECTING 3
 GC0136'INCHES AND STAMPED I65-KL22-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0137 ***********************************************************************
 GC0137  DESIGNATION -  I65 KL 23
 GC0137  PID         -  GC0137
 GC0137  STATE/COUNTY-  KY/WARREN
 GC0137  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0137
 GC0137                         *CURRENT SURVEY CONTROL
 GC0137  ___________________________________________________________________
 GC0137* NAD 83(1986)-  36 56 58.     (N)    086 24 34.     (W)     SCALED    
 GC0137* NAVD 88     -       168.347  (meters)     552.32   (feet)  ADJUSTED  
 GC0137  ___________________________________________________________________
 GC0137  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GC0137  DYNAMIC HT  -         168.216 (meters)     551.89  (feet)  COMP
 GC0137  MODELED GRAV-     979,851.8   (mgal)                       NAVD 88
 GC0137
 GC0137  VERT ORDER  -  SECOND    CLASS 0
 GC0137
 GC0137.The horizontal coordinates were scaled from a topographic map and have
 GC0137.an estimated accuracy of +/- 6 seconds.
 GC0137
 GC0137.The orthometric height was determined by differential leveling
 GC0137.and adjusted by the National Geodetic Survey in June 1991..
 GC0137
 GC0137.The geoid height was determined by GEOID03.
 GC0137
 GC0137.The dynamic height is computed by dividing the NAVD 88
 GC0137.geopotential number by the normal gravity value computed on the
 GC0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0137.degrees latitude (g = 980.6199 gals.).
 GC0137
 GC0137.The modeled gravity was interpolated from observed gravity values.
 GC0137
 GC0137;                    North         East    Units  Estimated Accuracy
 GC0137;SPC KY1Z     - 1,068,590.    1,441,260.      MT  (+/- 180 meters Scaled)
 GC0137
 GC0137                          SUPERSEDED SURVEY CONTROL
 GC0137
 GC0137  NGVD 29 (??/??/92)  168.478  (m)          552.75   (f) ADJ UNCH    2 0
 GC0137
 GC0137.Superseded values are not recommended for survey control.
 GC0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0137.See file dsdata.txt to determine how the superseded data were derived.
 GC0137
 GC0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF525894(NAD 83)
 GC0137_MARKER: DD = SURVEY DISK
 GC0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0137_STAMPING: I65-KL23-1964
 GC0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0137+STABILITY: SURFACE MOTION
 GC0137
 GC0137  HISTORY     - Date     Condition        Report By
 GC0137  HISTORY     - 1964     MONUMENTED       PAS
 GC0137
 GC0137                          STATION DESCRIPTION
 GC0137
 GC0137'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC0137'3.5 MI ESE FROM BOWLING GREEN.
 GC0137'MARK IS LOCATED ABOUT 2.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 231
 GC0137'FROM THE INTERSECTION OF LAUREL AVENUE (U.S. HIGHWAY 31W BY-PASS)
 GC0137'AT BOWLING GREEN, KENTUCKY TO JUNCTION WITH STATE HIGHWAY 627,
 GC0137'THENCE 0.55 MILE EAST ALONG STATE HIGHWAY 627 TO JUNCTION WITH
 GC0137'MIDDLE BRIDGE ROAD, THENCE 0.65 MILE SOUTHEAST ALONG MIDDLE
 GC0137'BRIDGE ROAD TO INTERSTATE 65 RIGHT OF WAY FENCE, 33.5 FEET
 GC0137'SOUTHWEST OF CENTER OF MIDDLE BRIDGE ROAD, 23.0 FEET SOUTHEAST
 GC0137'OF A 18 INCH OAK TREE, 1.8 FEET SOUTHEAST OF RIGHT OF WAY FENCE
 GC0137'AND 1.5 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.  A
 GC0137'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 GC0137'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED I65-KL23-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0139 ***********************************************************************
 GC0139  DESIGNATION -  I65 KL 24
 GC0139  PID         -  GC0139
 GC0139  STATE/COUNTY-  KY/WARREN
 GC0139  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0139
 GC0139                         *CURRENT SURVEY CONTROL
 GC0139  ___________________________________________________________________
 GC0139* NAD 83(1986)-  36 57 55.     (N)    086 23 53.     (W)     SCALED    
 GC0139* NAVD 88     -       166.519  (meters)     546.32   (feet)  ADJUSTED  
 GC0139  ___________________________________________________________________
 GC0139  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GC0139  DYNAMIC HT  -         166.390 (meters)     545.90  (feet)  COMP
 GC0139  MODELED GRAV-     979,854.1   (mgal)                       NAVD 88
 GC0139
 GC0139  VERT ORDER  -  SECOND    CLASS 0
 GC0139
 GC0139.The horizontal coordinates were scaled from a topographic map and have
 GC0139.an estimated accuracy of +/- 6 seconds.
 GC0139
 GC0139.The orthometric height was determined by differential leveling
 GC0139.and adjusted by the National Geodetic Survey in June 1991..
 GC0139
 GC0139.The geoid height was determined by GEOID03.
 GC0139
 GC0139.The dynamic height is computed by dividing the NAVD 88
 GC0139.geopotential number by the normal gravity value computed on the
 GC0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0139.degrees latitude (g = 980.6199 gals.).
 GC0139
 GC0139.The modeled gravity was interpolated from observed gravity values.
 GC0139
 GC0139;                    North         East    Units  Estimated Accuracy
 GC0139;SPC KY1Z     - 1,070,340.    1,442,290.      MT  (+/- 180 meters Scaled)
 GC0139
 GC0139                          SUPERSEDED SURVEY CONTROL
 GC0139
 GC0139  NGVD 29 (??/??/92)  166.651  (m)          546.75   (f) ADJ UNCH    2 0
 GC0139
 GC0139.Superseded values are not recommended for survey control.
 GC0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0139.See file dsdata.txt to determine how the superseded data were derived.
 GC0139
 GC0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF535911(NAD 83)
 GC0139_MARKER: DD = SURVEY DISK
 GC0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0139_STAMPING: I65-KL24-1964
 GC0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0139+STABILITY: SURFACE MOTION
 GC0139
 GC0139  HISTORY     - Date     Condition        Report By
 GC0139  HISTORY     - 1964     MONUMENTED       KYHD
 GC0139
 GC0139                          STATION DESCRIPTION
 GC0139
 GC0139'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964
 GC0139'3 MI E FROM BOWLING GREEN.
 GC0139'MARK IS LOCATED ABOUT 2.05 MILES SOUTHEAST ALONG U.S. HIGHWAY
 GC0139'231 FROM THE INTERSECTION OF LAUREL AVENUE (U.S. HIGHWAY 31W
 GC0139'BY-PASS) AT BOWLING GREEN, KENTUCKY TO JUNCTION WITH STATE
 GC0139'HIGHWAY 627, THENCE EAST AND NORTHEAST FOR 1.25 MILES ALONG
 GC0139'STATE HIGHWAY 627 TO FARM LANE EAST, THENCE 0.40 MILE EAST ALONG
 GC0139'FARM LANE TO INTERSTATE 65 RIGHT OF WAY FENCE, 97.0 FEET EAST
 GC0139'OF A 12 INCH MAPLE TREE, 23.5 FEET NORTH OF CENTER OF FARM LANE,
 GC0139'2.2 FEET SOUTHWEST OF RIGHT OF WAY FENCE AND 1.6 FEET SOUTHWEST
 GC0139'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GC0139'TABLET SET IN TOP OF CONCRETE POST PROJECTING 1 INCH AND STAMPED
 GC0139'I65-KL24-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0140 ***********************************************************************
 GC0140  DESIGNATION -  I65 KL 25
 GC0140  PID         -  GC0140
 GC0140  STATE/COUNTY-  KY/WARREN
 GC0140  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0140
 GC0140                         *CURRENT SURVEY CONTROL
 GC0140  ___________________________________________________________________
 GC0140* NAD 83(1986)-  36 59 10.     (N)    086 23 08.     (W)     SCALED    
 GC0140* NAVD 88     -       133.886  (meters)     439.26   (feet)  ADJUSTED  
 GC0140  ___________________________________________________________________
 GC0140  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GC0140  DYNAMIC HT  -         133.782 (meters)     438.92  (feet)  COMP
 GC0140  MODELED GRAV-     979,856.4   (mgal)                       NAVD 88
 GC0140
 GC0140  VERT ORDER  -  SECOND    CLASS 0
 GC0140
 GC0140.The horizontal coordinates were scaled from a topographic map and have
 GC0140.an estimated accuracy of +/- 6 seconds.
 GC0140
 GC0140.The orthometric height was determined by differential leveling
 GC0140.and adjusted by the National Geodetic Survey in June 1991..
 GC0140
 GC0140.The geoid height was determined by GEOID03.
 GC0140
 GC0140.The dynamic height is computed by dividing the NAVD 88
 GC0140.geopotential number by the normal gravity value computed on the
 GC0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0140.degrees latitude (g = 980.6199 gals.).
 GC0140
 GC0140.The modeled gravity was interpolated from observed gravity values.
 GC0140
 GC0140;                    North         East    Units  Estimated Accuracy
 GC0140;SPC KY1Z     - 1,072,640.    1,443,420.      MT  (+/- 180 meters Scaled)
 GC0140
 GC0140                          SUPERSEDED SURVEY CONTROL
 GC0140
 GC0140  NGVD 29 (??/??/92)  134.018  (m)          439.69   (f) ADJ UNCH    2 0
 GC0140
 GC0140.Superseded values are not recommended for survey control.
 GC0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0140.See file dsdata.txt to determine how the superseded data were derived.
 GC0140
 GC0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF546935(NAD 83)
 GC0140_MARKER: DD = SURVEY DISK
 GC0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0140_STAMPING: I65-KL25-1964
 GC0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0140+STABILITY: SURFACE MOTION
 GC0140
 GC0140  HISTORY     - Date     Condition        Report By
 GC0140  HISTORY     - 1964     MONUMENTED       PAS
 GC0140
 GC0140                          STATION DESCRIPTION
 GC0140
 GC0140'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC0140'3.1 MI E FROM BOWLING GREEN.
 GC0140'MARK IS LOCATED ABOUT 1.30 MILES EAST ALONG FAIR VIEW AVENUE
 GC0140'AND STATE HIGHWAY 234 FROM THE INTERSECTION OF FAIR VIEW AND
 GC0140'LAUREL AVENUE (U.S. HIGHWAY 31W BY-PASS) AT BOWLING GREEN,
 GC0140'KENTUCKY TO JUNCTION OF STATE HIGHWAY 234 AND FAIR VIEW AVENUE.
 GC0140'CONTINUE STRAIGHT AHEAD ALONG FAIR VIEW AVENUE FOR 1.00 MILE TO
 GC0140'JUNCTION WITH ROAD NORTHEAST, THENCE NORTHEAST FOR 0.15 MILE,
 GC0140'500.0 FEET SOUTH OF INTERSTATE BRIDGE OVER BARREN RIVER, 29.0
 GC0140'FEET NORTH OF CENTER OF ROAD AT GATE AND 1.4 FEET WEST OF
 GC0140'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GC0140'SURVEY TABLET SET IN TOP OF CONCRETE POST SETTING FLUSH WITH THE
 GC0140'GROUND AND STAMPED I65-KL25-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0141 ***********************************************************************
 GC0141  DESIGNATION -  I65 KL 26
 GC0141  PID         -  GC0141
 GC0141  STATE/COUNTY-  KY/WARREN
 GC0141  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0141
 GC0141                         *CURRENT SURVEY CONTROL
 GC0141  ___________________________________________________________________
 GC0141* NAD 83(1986)-  36 59 56.     (N)    086 22 48.     (W)     SCALED    
 GC0141* NAVD 88     -       154.990  (meters)     508.50   (feet)  ADJUSTED  
 GC0141  ___________________________________________________________________
 GC0141  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GC0141  DYNAMIC HT  -         154.870 (meters)     508.10  (feet)  COMP
 GC0141  MODELED GRAV-     979,857.3   (mgal)                       NAVD 88
 GC0141
 GC0141  VERT ORDER  -  SECOND    CLASS 0
 GC0141
 GC0141.The horizontal coordinates were scaled from a topographic map and have
 GC0141.an estimated accuracy of +/- 6 seconds.
 GC0141
 GC0141.The orthometric height was determined by differential leveling
 GC0141.and adjusted by the National Geodetic Survey in June 1991..
 GC0141
 GC0141.The geoid height was determined by GEOID03.
 GC0141
 GC0141.The dynamic height is computed by dividing the NAVD 88
 GC0141.geopotential number by the normal gravity value computed on the
 GC0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0141.degrees latitude (g = 980.6199 gals.).
 GC0141
 GC0141.The modeled gravity was interpolated from observed gravity values.
 GC0141
 GC0141;                    North         East    Units  Estimated Accuracy
 GC0141;SPC KY1Z     - 1,074,060.    1,443,920.      MT  (+/- 180 meters Scaled)
 GC0141
 GC0141                          SUPERSEDED SURVEY CONTROL
 GC0141
 GC0141  NGVD 29 (??/??/92)  155.122  (m)          508.93   (f) ADJ UNCH    2 0
 GC0141
 GC0141.Superseded values are not recommended for survey control.
 GC0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0141.See file dsdata.txt to determine how the superseded data were derived.
 GC0141
 GC0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF551949(NAD 83)
 GC0141_MARKER: DD = SURVEY DISK
 GC0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0141_STAMPING: I65-KL26-1964
 GC0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0141+STABILITY: SURFACE MOTION
 GC0141
 GC0141  HISTORY     - Date     Condition        Report By
 GC0141  HISTORY     - 1964     MONUMENTED       PAS
 GC0141
 GC0141                          STATION DESCRIPTION
 GC0141
 GC0141'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC0141'3.5 MI E FROM BOWLING GREEN.
 GC0141'MARK IS LOCATED ABOUT 1.85 MILES NORTH ALONG U.S. HIGHWAY 68
 GC0141'AND 31W FROM THE INTERSECTION OF LAUREL AVENUE (U.S. HIGHWAY 31W
 GC0141'BY-PASS), TO JUNCTION OF STATE HIGHWAY 1402, THENCE ALONG
 GC0141'STATE HIGHWAY 1402 FOR 1.45 MILES TO ENTRANCE TO THE RIVER BEND
 GC0141'HEREFORD FARM, 80.0 FEET NORTHWEST OF A 24-INCH OAK TREE, 40.0
 GC0141'FEET SOUTHEAST OF FENCE CORNER, 22.5 FEET SOUTH OF CENTER OF
 GC0141'ROAD AND 1.2 FEET NORTH OF METAL WITNESS POST AND SIGN.  A
 GC0141'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 GC0141'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED I65-KL26-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0249 ***********************************************************************
 HA0249  DESIGNATION -  I65 KL 27
 HA0249  PID         -  HA0249
 HA0249  STATE/COUNTY-  KY/WARREN
 HA0249  USGS QUAD   -  BRISTOW (1979)
 HA0249
 HA0249                         *CURRENT SURVEY CONTROL
 HA0249  ___________________________________________________________________
 HA0249* NAD 83(1986)-  37 00 30.     (N)    086 22 02.     (W)     SCALED    
 HA0249* NAVD 88     -       163.744  (meters)     537.22   (feet)  ADJUSTED  
 HA0249  ___________________________________________________________________
 HA0249  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HA0249  DYNAMIC HT  -         163.618 (meters)     536.80  (feet)  COMP
 HA0249  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 HA0249
 HA0249  VERT ORDER  -  SECOND    CLASS 0
 HA0249
 HA0249.The horizontal coordinates were scaled from a topographic map and have
 HA0249.an estimated accuracy of +/- 6 seconds.
 HA0249
 HA0249.The orthometric height was determined by differential leveling
 HA0249.and adjusted by the National Geodetic Survey in June 1991..
 HA0249
 HA0249.The geoid height was determined by GEOID03.
 HA0249
 HA0249.The dynamic height is computed by dividing the NAVD 88
 HA0249.geopotential number by the normal gravity value computed on the
 HA0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0249.degrees latitude (g = 980.6199 gals.).
 HA0249
 HA0249.The modeled gravity was interpolated from observed gravity values.
 HA0249
 HA0249;                    North         East    Units  Estimated Accuracy
 HA0249;SPC KY1Z     - 1,075,100.    1,445,070.      MT  (+/- 180 meters Scaled)
 HA0249
 HA0249                          SUPERSEDED SURVEY CONTROL
 HA0249
 HA0249  NGVD 29 (??/??/92)  163.876  (m)          537.65   (f) ADJ UNCH    2 0
 HA0249
 HA0249.Superseded values are not recommended for survey control.
 HA0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0249.See file dsdata.txt to determine how the superseded data were derived.
 HA0249
 HA0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF562959(NAD 83)
 HA0249_MARKER: DD = SURVEY DISK
 HA0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0249_STAMPING: I65-KL27-1964
 HA0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0249+STABILITY: SURFACE MOTION
 HA0249
 HA0249  HISTORY     - Date     Condition        Report By
 HA0249  HISTORY     - 1964     MONUMENTED       PAS
 HA0249
 HA0249                          STATION DESCRIPTION
 HA0249
 HA0249'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0249'4.2 MI E FROM BOWLING GREEN.
 HA0249'MARK IS LOCATED ABOUT 1.85 MILES NORTH ALONG U.S. HIGHWAY 68 AND
 HA0249'31W FROM THE INTERSECTION OF LAUREL AVENUE (U.S. HIGHWAY 31W
 HA0249'BY-PASS), TO JUNCTION OF STATE HIGHWAY 1402, THENCE EAST ALONG
 HA0249'STATE HIGHWAY 1402 FOR 1.85 MILES TO T-ROAD NORTH, THENCE NORTH
 HA0249'FOR 0.95 MILE ALONG GRAVEL ROAD, 24.0 FEET WEST OF CENTER OF ROAD,
 HA0249'18.0 FEET NORTHWEST OF POWER POLE, 4.5 FEET SOUTHEAST OF FENCE
 HA0249'CORNER AND 1.8 FEET EAST OF METAL WITNESS POST AND SIGN.  A
 HA0249'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 HA0249'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED I65-KL27-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0250 ***********************************************************************
 HA0250  DESIGNATION -  I65 KL 28
 HA0250  PID         -  HA0250
 HA0250  STATE/COUNTY-  KY/WARREN
 HA0250  USGS QUAD   -  BRISTOW (1979)
 HA0250
 HA0250                         *CURRENT SURVEY CONTROL
 HA0250  ___________________________________________________________________
 HA0250* NAD 83(1986)-  37 00 40.     (N)    086 21 04.     (W)     SCALED    
 HA0250* NAVD 88     -       158.561  (meters)     520.21   (feet)  ADJUSTED  
 HA0250  ___________________________________________________________________
 HA0250  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HA0250  DYNAMIC HT  -         158.438 (meters)     519.81  (feet)  COMP
 HA0250  MODELED GRAV-     979,854.1   (mgal)                       NAVD 88
 HA0250
 HA0250  VERT ORDER  -  SECOND    CLASS 0
 HA0250
 HA0250.The horizontal coordinates were scaled from a topographic map and have
 HA0250.an estimated accuracy of +/- 6 seconds.
 HA0250
 HA0250.The orthometric height was determined by differential leveling
 HA0250.and adjusted by the National Geodetic Survey in June 1991..
 HA0250
 HA0250.The geoid height was determined by GEOID03.
 HA0250
 HA0250.The dynamic height is computed by dividing the NAVD 88
 HA0250.geopotential number by the normal gravity value computed on the
 HA0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0250.degrees latitude (g = 980.6199 gals.).
 HA0250
 HA0250.The modeled gravity was interpolated from observed gravity values.
 HA0250
 HA0250;                    North         East    Units  Estimated Accuracy
 HA0250;SPC KY1Z     - 1,075,400.    1,446,500.      MT  (+/- 180 meters Scaled)
 HA0250
 HA0250                          SUPERSEDED SURVEY CONTROL
 HA0250
 HA0250  NGVD 29 (??/??/92)  158.697  (m)          520.66   (f) ADJ UNCH    2 0
 HA0250
 HA0250.Superseded values are not recommended for survey control.
 HA0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0250.See file dsdata.txt to determine how the superseded data were derived.
 HA0250
 HA0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF577963(NAD 83)
 HA0250_MARKER: DD = SURVEY DISK
 HA0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0250_STAMPING: I65-KL28-1964
 HA0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0250+STABILITY: SURFACE MOTION
 HA0250
 HA0250  HISTORY     - Date     Condition        Report By
 HA0250  HISTORY     - 1964     MONUMENTED       PAS
 HA0250
 HA0250                          STATION DESCRIPTION
 HA0250
 HA0250'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0250'6 MI SW FROM OAKLAND.
 HA0250'MARK IS LOCATED ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 179 FROM
 HA0250'THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT OAKLAND, TO
 HA0250'JUNCTION WITH U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE 2.00
 HA0250'MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80 TO T-ROAD
 HA0250'SOUTH, THENCE 2.00 MILES SOUTH ALONG GRAVEL ROAD TO CROSSROADS,
 HA0250'THENCE 1.10 MILES WEST ALONG GRAVEL ROAD TO JUNCTION WITH STATE
 HA0250'HIGHWAY 807.  CONTINUE STRAIGHT AHEAD WEST FOR 2.85 MILES, 69.0
 HA0250'FEET NORTH OF POWER POLE, 57.0 FEET WEST OF A TWIN TRUNK OAK TREE,
 HA0250'28.0 FEET NORTHWEST OF CENTER OF ROAD, 3.5 FEET EAST OF TELEPHONE
 HA0250'POLE AND 1.7 FEET SOUTH OF METAL WITNESS POST AND SIGN.  A
 HA0250'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 HA0250'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED I65-KL28-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0251 ***********************************************************************
 HA0251  DESIGNATION -  I65 KL 29
 HA0251  PID         -  HA0251
 HA0251  STATE/COUNTY-  KY/WARREN
 HA0251  USGS QUAD   -  BRISTOW (1979)
 HA0251
 HA0251                         *CURRENT SURVEY CONTROL
 HA0251  ___________________________________________________________________
 HA0251* NAD 83(1986)-  37 00 26.     (N)    086 20 07.     (W)     SCALED    
 HA0251* NAVD 88     -       167.094  (meters)     548.21   (feet)  ADJUSTED  
 HA0251  ___________________________________________________________________
 HA0251  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HA0251  DYNAMIC HT  -         166.964 (meters)     547.78  (feet)  COMP
 HA0251  MODELED GRAV-     979,852.5   (mgal)                       NAVD 88
 HA0251
 HA0251  VERT ORDER  -  SECOND    CLASS 0
 HA0251
 HA0251.The horizontal coordinates were scaled from a topographic map and have
 HA0251.an estimated accuracy of +/- 6 seconds.
 HA0251
 HA0251.The orthometric height was determined by differential leveling
 HA0251.and adjusted by the National Geodetic Survey in June 1991..
 HA0251
 HA0251.The geoid height was determined by GEOID03.
 HA0251
 HA0251.The dynamic height is computed by dividing the NAVD 88
 HA0251.geopotential number by the normal gravity value computed on the
 HA0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0251.degrees latitude (g = 980.6199 gals.).
 HA0251
 HA0251.The modeled gravity was interpolated from observed gravity values.
 HA0251
 HA0251;                    North         East    Units  Estimated Accuracy
 HA0251;SPC KY1Z     - 1,074,960.    1,447,910.      MT  (+/- 180 meters Scaled)
 HA0251
 HA0251                          SUPERSEDED SURVEY CONTROL
 HA0251
 HA0251  NGVD 29 (??/??/92)  167.228  (m)          548.65   (f) ADJ UNCH    2 0
 HA0251
 HA0251.Superseded values are not recommended for survey control.
 HA0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0251.See file dsdata.txt to determine how the superseded data were derived.
 HA0251
 HA0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF591958(NAD 83)
 HA0251_MARKER: DD = SURVEY DISK
 HA0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0251_STAMPING: I65-KL29-1964
 HA0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0251+STABILITY: SURFACE MOTION
 HA0251
 HA0251  HISTORY     - Date     Condition        Report By
 HA0251  HISTORY     - 1964     MONUMENTED       PAS
 HA0251
 HA0251                          STATION DESCRIPTION
 HA0251
 HA0251'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0251'5.3 MI SW FROM OAKLAND.
 HA0251'MARK IS LOCATED ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 179
 HA0251'FROM THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT OAKLAND,
 HA0251'TO JUNCTION WITH U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE
 HA0251'2.00 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80 TO
 HA0251'T-ROAD SOUTH, THENCE 2.00 MILES SOUTH ALONG GRAVEL ROAD TO
 HA0251'CROSSROADS, THENCE 1.10 MILES WEST ALONG GRAVEL ROAD TO JUNCTION
 HA0251'WITH STATE HIGHWAY 807.  CONTINUE STRAIGHT AHEAD WEST FOR 1.60
 HA0251'MILES, 66.5 FEET SOUTHWEST OF A 18 INCH OAK TREE, 47.0 FEET SOUTH
 HA0251'OF A 18 INCH OAK TREE, 35.5 FEET SOUTHEAST OF ROAD AND DRIVE
 HA0251'INTERSECTION, 20.0 FEET NORTHWEST OF TELEPHONE POLE, 17.4 FEET
 HA0251'SOUTH OF CENTER OF ROAD, 17.4 FEET WEST OF AN 8 INCH OAK TREE,
 HA0251'3.3 FEET WEST OF FENCE CORNER AND 1.5 FEET NORTH OF METAL WITNESS
 HA0251'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET
 HA0251'SET IN TOP OF CONCRETE POST FLUSH WITH THE GROUND AND STAMPED
 HA0251'I65-KL29-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1075 ***********************************************************************
 GC1075  DESIGNATION -  I65 KL 3
 GC1075  PID         -  GC1075
 GC1075  STATE/COUNTY-  KY/SIMPSON
 GC1075  USGS QUAD   -  FRANKLIN (1994)
 GC1075
 GC1075                         *CURRENT SURVEY CONTROL
 GC1075  ___________________________________________________________________
 GC1075* NAD 83(1986)-  36 40 42.     (N)    086 32 41.     (W)     SCALED    
 GC1075* NAVD 88     -       214.345  (meters)     703.23   (feet)  ADJUSTED  
 GC1075  ___________________________________________________________________
 GC1075  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GC1075  DYNAMIC HT  -         214.167 (meters)     702.65  (feet)  COMP
 GC1075  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 GC1075
 GC1075  VERT ORDER  -  SECOND    CLASS 0
 GC1075
 GC1075.The horizontal coordinates were scaled from a topographic map and have
 GC1075.an estimated accuracy of +/- 6 seconds.
 GC1075
 GC1075.The orthometric height was determined by differential leveling
 GC1075.and adjusted by the National Geodetic Survey in June 1991..
 GC1075
 GC1075.The geoid height was determined by GEOID03.
 GC1075
 GC1075.The dynamic height is computed by dividing the NAVD 88
 GC1075.geopotential number by the normal gravity value computed on the
 GC1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1075.degrees latitude (g = 980.6199 gals.).
 GC1075
 GC1075.The modeled gravity was interpolated from observed gravity values.
 GC1075
 GC1075;                    North         East    Units  Estimated Accuracy
 GC1075;SPC KY1Z     - 1,038,590.    1,428,960.      MT  (+/- 180 meters Scaled)
 GC1075
 GC1075                          SUPERSEDED SURVEY CONTROL
 GC1075
 GC1075  NGVD 29 (??/??/92)  214.435  (m)          703.53   (f) ADJ UNCH    2 0
 GC1075
 GC1075.Superseded values are not recommended for survey control.
 GC1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1075.See file dsdata.txt to determine how the superseded data were derived.
 GC1075
 GC1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF406592(NAD 83)
 GC1075_MARKER: DD = SURVEY DISK
 GC1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1075_STAMPING: I65-KL3-1964
 GC1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1075+STABILITY: SURFACE MOTION
 GC1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1075+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GC1075
 GC1075  HISTORY     - Date     Condition        Report By
 GC1075  HISTORY     - 1964     MONUMENTED       PAS
 GC1075  HISTORY     - 20030710 GOOD             KYDT
 GC1075
 GC1075                          STATION DESCRIPTION
 GC1075
 GC1075'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC1075'3.5 MI SSE FROM FRANKLIN.
 GC1075'MARK IS LOCATED ABOUT 1.20 MILES NORTHEAST ALONG I65 FROM 31W
 GC1075'INTERCHANGE, 122.0 FEET SOUTHEAST OF CENTER OF NORTHBOUND LANE,
 GC1075'48.0 FEET NORTHEAST OF THE NORTHEAST ABUTMENT OF OVERPASS OF
 GC1075'STATE HIGHWAY 1640, 1.80 FEET WEST OF RIGHT OF WAY FENCE AND 1.40
 GC1075'FEET WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GC1075'OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE POST AND FLUSH
 GC1075'WITH THE GROUND, AND STAMPED I65-KL3-1964.
 GC1075
 GC1075                          STATION RECOVERY (2003)
 GC1075
 GC1075'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1075'MARK IS ALSO ABOUT 18 FEET NORTHEAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0252 ***********************************************************************
 HA0252  DESIGNATION -  I65 KL 30
 HA0252  PID         -  HA0252
 HA0252  STATE/COUNTY-  KY/WARREN
 HA0252  USGS QUAD   -  BRISTOW (1979)
 HA0252
 HA0252                         *CURRENT SURVEY CONTROL
 HA0252  ___________________________________________________________________
 HA0252* NAD 83(1986)-  37 00 34.     (N)    086 18 55.     (W)     SCALED    
 HA0252* NAVD 88     -       164.852  (meters)     540.85   (feet)  ADJUSTED  
 HA0252  ___________________________________________________________________
 HA0252  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HA0252  DYNAMIC HT  -         164.724 (meters)     540.43  (feet)  COMP
 HA0252  MODELED GRAV-     979,850.8   (mgal)                       NAVD 88
 HA0252
 HA0252  VERT ORDER  -  SECOND    CLASS 0
 HA0252
 HA0252.The horizontal coordinates were scaled from a topographic map and have
 HA0252.an estimated accuracy of +/- 6 seconds.
 HA0252
 HA0252.The orthometric height was determined by differential leveling
 HA0252.and adjusted by the National Geodetic Survey in June 1991..
 HA0252
 HA0252.The geoid height was determined by GEOID03.
 HA0252
 HA0252.The dynamic height is computed by dividing the NAVD 88
 HA0252.geopotential number by the normal gravity value computed on the
 HA0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0252.degrees latitude (g = 980.6199 gals.).
 HA0252
 HA0252.The modeled gravity was interpolated from observed gravity values.
 HA0252
 HA0252;                    North         East    Units  Estimated Accuracy
 HA0252;SPC KY1Z     - 1,075,190.    1,449,690.      MT  (+/- 180 meters Scaled)
 HA0252
 HA0252                          SUPERSEDED SURVEY CONTROL
 HA0252
 HA0252  NGVD 29 (??/??/92)  164.984  (m)          541.28   (f) ADJ UNCH    2 0
 HA0252
 HA0252.Superseded values are not recommended for survey control.
 HA0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0252.See file dsdata.txt to determine how the superseded data were derived.
 HA0252
 HA0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF609961(NAD 83)
 HA0252_MARKER: DD = SURVEY DISK
 HA0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0252_STAMPING: I65-KL30-1964
 HA0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0252+STABILITY: SURFACE MOTION
 HA0252
 HA0252  HISTORY     - Date     Condition        Report By
 HA0252  HISTORY     - 1964     MONUMENTED       PAS
 HA0252
 HA0252                          STATION DESCRIPTION
 HA0252
 HA0252'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0252'4.3 MI SW FROM OAKLAND.
 HA0252'MARK IS LOCATED ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 179
 HA0252'FROM THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT OAKLAND,
 HA0252'TO JUNCTION WITH U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE
 HA0252'2.00 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80 TO
 HA0252'T-ROAD SOUTH, THENCE 2.00 MILES SOUTH ALONG GRAVEL ROAD TO
 HA0252'CROSSROADS, THENCE 1.10 MILES WEST ALONG GRAVEL ROAD TO JUNCTION
 HA0252'WITH STATE HIGHWAY 807.  CONTINUE STRAIGHT AHEAD WEST FOR 0.45
 HA0252'MILE.  BENCH MARK IS SETTING APPROXIMATELY IN THE CENTER OF SMALL
 HA0252'GRASS TRIANGLE, 25.3 FEET NORTHWEST OF CENTER OF ROAD, 20.0 FEET
 HA0252'EAST OF CENTER OF DRIVE, 20.0 FEET SOUTHWEST OF CENTER OF DRIVE
 HA0252'AND 1.6 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.  A
 HA0252'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 HA0252'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED I65-KL30-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0255 ***********************************************************************
 HA0255  DESIGNATION -  I65 KL 32
 HA0255  PID         -  HA0255
 HA0255  STATE/COUNTY-  KY/WARREN
 HA0255  USGS QUAD   -  BRISTOW (1979)
 HA0255
 HA0255                         *CURRENT SURVEY CONTROL
 HA0255  ___________________________________________________________________
 HA0255* NAD 83(1986)-  37 00 56.     (N)    086 17 11.     (W)     SCALED    
 HA0255* NAVD 88     -       169.113  (meters)     554.83   (feet)  ADJUSTED  
 HA0255  ___________________________________________________________________
 HA0255  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HA0255  DYNAMIC HT  -         168.981 (meters)     554.40  (feet)  COMP
 HA0255  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 HA0255
 HA0255  VERT ORDER  -  SECOND    CLASS 0
 HA0255
 HA0255.The horizontal coordinates were scaled from a topographic map and have
 HA0255.an estimated accuracy of +/- 6 seconds.
 HA0255
 HA0255.The orthometric height was determined by differential leveling
 HA0255.and adjusted by the National Geodetic Survey in June 1991..
 HA0255
 HA0255.The geoid height was determined by GEOID03.
 HA0255
 HA0255.The dynamic height is computed by dividing the NAVD 88
 HA0255.geopotential number by the normal gravity value computed on the
 HA0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0255.degrees latitude (g = 980.6199 gals.).
 HA0255
 HA0255.The modeled gravity was interpolated from observed gravity values.
 HA0255
 HA0255;                    North         East    Units  Estimated Accuracy
 HA0255;SPC KY1Z     - 1,075,850.    1,452,260.      MT  (+/- 180 meters Scaled)
 HA0255
 HA0255                          SUPERSEDED SURVEY CONTROL
 HA0255
 HA0255  NGVD 29 (??/??/92)  169.240  (m)          555.25   (f) ADJ UNCH    2 0
 HA0255
 HA0255.Superseded values are not recommended for survey control.
 HA0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0255.See file dsdata.txt to determine how the superseded data were derived.
 HA0255
 HA0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF634968(NAD 83)
 HA0255_MARKER: DD = SURVEY DISK
 HA0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0255_STAMPING: I65-KL32-1964
 HA0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0255+STABILITY: SURFACE MOTION
 HA0255
 HA0255  HISTORY     - Date     Condition        Report By
 HA0255  HISTORY     - 1964     MONUMENTED       PAS
 HA0255
 HA0255                          STATION DESCRIPTION
 HA0255
 HA0255'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0255'2.8 MI SSW FROM OAKLAND.
 HA0255'MARK IS LOCATED ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 179
 HA0255'FROM THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT OAKLAND
 HA0255'TO JUNCTION WITH U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE
 HA0255'2.00 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80 TO
 HA0255'T-ROAD SOUTH, THENCE 1.30 MILES SOUTH ALONG GRAVEL, 102.0 FEET
 HA0255'NORTH OF A 18 INCH MAPLE TREE, 37.0 FEET EAST OF CENTER OF ROAD,
 HA0255'4.8 FEET EAST OF METAL WITNESS POST AND SIGN AND 1.5 FEET SOUTH
 HA0255'OF BOARD FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET
 HA0255'SET IN TOP OF CONCRETE POST FLUSH WITH THE GROUND AND STAMPED
 HA0255'I65-KL32-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0256 ***********************************************************************
 HA0256  DESIGNATION -  I65 KL 33
 HA0256  PID         -  HA0256
 HA0256  STATE/COUNTY-  KY/WARREN
 HA0256  USGS QUAD   -  BRISTOW (1979)
 HA0256
 HA0256                         *CURRENT SURVEY CONTROL
 HA0256  ___________________________________________________________________
 HA0256* NAD 83(1986)-  37 01 57.     (N)    086 16 59.     (W)     SCALED    
 HA0256* NAVD 88     -       179.153  (meters)     587.77   (feet)  ADJUSTED  
 HA0256  ___________________________________________________________________
 HA0256  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HA0256  DYNAMIC HT  -         179.013 (meters)     587.31  (feet)  COMP
 HA0256  MODELED GRAV-     979,849.4   (mgal)                       NAVD 88
 HA0256
 HA0256  VERT ORDER  -  SECOND    CLASS 0
 HA0256
 HA0256.The horizontal coordinates were scaled from a topographic map and have
 HA0256.an estimated accuracy of +/- 6 seconds.
 HA0256
 HA0256.The orthometric height was determined by differential leveling
 HA0256.and adjusted by the National Geodetic Survey in June 1991..
 HA0256
 HA0256.The geoid height was determined by GEOID03.
 HA0256
 HA0256.The dynamic height is computed by dividing the NAVD 88
 HA0256.geopotential number by the normal gravity value computed on the
 HA0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0256.degrees latitude (g = 980.6199 gals.).
 HA0256
 HA0256.The modeled gravity was interpolated from observed gravity values.
 HA0256
 HA0256;                    North         East    Units  Estimated Accuracy
 HA0256;SPC KY1Z     - 1,077,730.    1,452,570.      MT  (+/- 180 meters Scaled)
 HA0256
 HA0256                          SUPERSEDED SURVEY CONTROL
 HA0256
 HA0256  NGVD 29 (??/??/92)  179.277  (m)          588.18   (f) ADJ UNCH    2 0
 HA0256
 HA0256.Superseded values are not recommended for survey control.
 HA0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0256.See file dsdata.txt to determine how the superseded data were derived.
 HA0256
 HA0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF637987(NAD 83)
 HA0256_MARKER: DD = SURVEY DISK
 HA0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0256_STAMPING: I65-KL33-1964
 HA0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0256+STABILITY: SURFACE MOTION
 HA0256
 HA0256  HISTORY     - Date     Condition        Report By
 HA0256  HISTORY     - UNK      MONUMENTED       PAS
 HA0256
 HA0256                          STATION DESCRIPTION
 HA0256
 HA0256'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED UNK
 HA0256'2 MI W FROM OAKLAND.
 HA0256'MARK IS LOCATED ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 179
 HA0256'FROM THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT OAKLAND
 HA0256'TO JUNCTION WITH U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE
 HA0256'2.00 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80,
 HA0256'73.0 FEET SOUTHEAST OF ROAD INTERSECTION, 62.0 FEET WEST OF AN
 HA0256'18 INCH WALNUT TREE, 34.0 FEET SOUTH OF CENTER OF HIGHWAY, 23.0
 HA0256'FEET SOUTHWEST OF THE SOUTHWEST ABUTMENT OF CULVERT, 1.9 FEET
 HA0256'NORTH OF FENCE AND 1.4 FEET NORTH OF METAL WITNESS POST AND SIGN.
 HA0256'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 HA0256'CONCRETE POST PROJECTING 1 INCH AND STAMPED I65-KL33-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0258 ***********************************************************************
 HA0258  DESIGNATION -  I65 KL 34
 HA0258  PID         -  HA0258
 HA0258  STATE/COUNTY-  KY/WARREN
 HA0258  USGS QUAD   -  BRISTOW (1979)
 HA0258
 HA0258                         *CURRENT SURVEY CONTROL
 HA0258  ___________________________________________________________________
 HA0258* NAD 83(1986)-  37 01 56.     (N)    086 15 32.     (W)     SCALED    
 HA0258* NAVD 88     -       180.600  (meters)     592.52   (feet)  ADJUSTED  
 HA0258  ___________________________________________________________________
 HA0258  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HA0258  DYNAMIC HT  -         180.459 (meters)     592.06  (feet)  COMP
 HA0258  MODELED GRAV-     979,849.6   (mgal)                       NAVD 88
 HA0258
 HA0258  VERT ORDER  -  SECOND    CLASS 0
 HA0258
 HA0258.The horizontal coordinates were scaled from a topographic map and have
 HA0258.an estimated accuracy of +/- 6 seconds.
 HA0258
 HA0258.The orthometric height was determined by differential leveling
 HA0258.and adjusted by the National Geodetic Survey in June 1991..
 HA0258
 HA0258.The geoid height was determined by GEOID03.
 HA0258
 HA0258.The dynamic height is computed by dividing the NAVD 88
 HA0258.geopotential number by the normal gravity value computed on the
 HA0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0258.degrees latitude (g = 980.6199 gals.).
 HA0258
 HA0258.The modeled gravity was interpolated from observed gravity values.
 HA0258
 HA0258;                    North         East    Units  Estimated Accuracy
 HA0258;SPC KY1Z     - 1,077,690.    1,454,720.      MT  (+/- 180 meters Scaled)
 HA0258
 HA0258                          SUPERSEDED SURVEY CONTROL
 HA0258
 HA0258  NGVD 29 (??/??/92)  180.722  (m)          592.92   (f) ADJ UNCH    2 0
 HA0258
 HA0258.Superseded values are not recommended for survey control.
 HA0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0258.See file dsdata.txt to determine how the superseded data were derived.
 HA0258
 HA0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF659987(NAD 83)
 HA0258_MARKER: DD = SURVEY DISK
 HA0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0258_STAMPING: I65-KL34-1964
 HA0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0258+STABILITY: SURFACE MOTION
 HA0258
 HA0258  HISTORY     - Date     Condition        Report By
 HA0258  HISTORY     - 1964     MONUMENTED       PAS
 HA0258
 HA0258                          STATION DESCRIPTION
 HA0258
 HA0258'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0258'1 MI S FROM OAKLAND.
 HA0258'MARK IS LOCATED ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 179
 HA0258'FROM THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT OAKLAND
 HA0258'TO JUNCTION WITH U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE
 HA0258'0.65 MILE WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80, 145.0
 HA0258'FEET WEST OF FENCE CORNER, 39.0 FEET EAST OF TELEPHONE POLE,
 HA0258'34.0 FEET NORTH OF CENTER OF HIGHWAY, 2.0 FEET SOUTH OF WOVEN
 HA0258'WIRE FENCE AND 1.5 FEET SOUTH OF METAL WITNESS POST AND SIGN.
 HA0258'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 HA0258'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED I65-KL34-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0259 ***********************************************************************
 HA0259  DESIGNATION -  I65 KL 35
 HA0259  PID         -  HA0259
 HA0259  STATE/COUNTY-  KY/WARREN
 HA0259  USGS QUAD   -  BRISTOW (1979)
 HA0259
 HA0259                         *CURRENT SURVEY CONTROL
 HA0259  ___________________________________________________________________
 HA0259* NAD 83(1986)-  37 01 10.     (N)    086 15 38.     (W)     SCALED    
 HA0259* NAVD 88     -       177.089  (meters)     581.00   (feet)  ADJUSTED  
 HA0259  ___________________________________________________________________
 HA0259  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HA0259  DYNAMIC HT  -         176.951 (meters)     580.55  (feet)  COMP
 HA0259  MODELED GRAV-     979,849.3   (mgal)                       NAVD 88
 HA0259
 HA0259  VERT ORDER  -  SECOND    CLASS 0
 HA0259
 HA0259.The horizontal coordinates were scaled from a topographic map and have
 HA0259.an estimated accuracy of +/- 6 seconds.
 HA0259
 HA0259.The orthometric height was determined by differential leveling
 HA0259.and adjusted by the National Geodetic Survey in June 1991..
 HA0259
 HA0259.The geoid height was determined by GEOID03.
 HA0259
 HA0259.The dynamic height is computed by dividing the NAVD 88
 HA0259.geopotential number by the normal gravity value computed on the
 HA0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0259.degrees latitude (g = 980.6199 gals.).
 HA0259
 HA0259.The modeled gravity was interpolated from observed gravity values.
 HA0259
 HA0259;                    North         East    Units  Estimated Accuracy
 HA0259;SPC KY1Z     - 1,076,270.    1,454,570.      MT  (+/- 180 meters Scaled)
 HA0259
 HA0259                          SUPERSEDED SURVEY CONTROL
 HA0259
 HA0259  NGVD 29 (??/??/92)  177.210  (m)          581.40   (f) ADJ UNCH    2 0
 HA0259
 HA0259.Superseded values are not recommended for survey control.
 HA0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0259.See file dsdata.txt to determine how the superseded data were derived.
 HA0259
 HA0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF657972(NAD 83)
 HA0259_MARKER: DD = SURVEY DISK
 HA0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0259_STAMPING: I65-KL35-1964
 HA0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0259+STABILITY: SURFACE MOTION
 HA0259
 HA0259  HISTORY     - Date     Condition        Report By
 HA0259  HISTORY     - UNK      MONUMENTED       PAS
 HA0259
 HA0259                          STATION DESCRIPTION
 HA0259
 HA0259'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED UNK
 HA0259'1.8 MI S FROM OAKLAND.
 HA0259'MARK IS LOCATED ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 179
 HA0259'FROM THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT OAKLAND
 HA0259'TO JUNCTION WITH U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE
 HA0259'0.40 MILE WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80, TO
 HA0259'JUNCTION OF STATE HIGHWAY 1182 SOUTH, THENCE 0.95 MILE SOUTH
 HA0259'ALONG STATE HIGHWAY 1182, 129.0 FEET NORTH OF ROAD AND DRIVE
 HA0259'INTERSECTION, 21.4 FEET NORTH OF CENTER OF GATE, 17.7 FEET EAST
 HA0259'OF HIGHWAY 1182 AND 1.0 FOOT WEST OF METAL WITNESS POST AND
 HA0259'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 HA0259'TOP OF CONCRETE POST PROJECTING 2 INCHES AND STAMPED I65-KL35-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2766 ***********************************************************************
 GC2766  DESIGNATION -  I65 KL 4 RESET
 GC2766  PID         -  GC2766
 GC2766  STATE/COUNTY-  KY/SIMPSON
 GC2766  USGS QUAD   -  FRANKLIN (1994)
 GC2766
 GC2766                         *CURRENT SURVEY CONTROL
 GC2766  ___________________________________________________________________
 GC2766* NAD 83(1986)-  36 41 12.     (N)    086 32 17.     (W)     SCALED    
 GC2766* NAVD 88     -       206.89   (meters)     678.8    (feet)  RESET     
 GC2766  ___________________________________________________________________
 GC2766  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 GC2766
 GC2766  VERT ORDER  -  THIRD
 GC2766
 GC2766.The horizontal coordinates were scaled from a topographic map and have
 GC2766.an estimated accuracy of +/- 6 seconds.
 GC2766
 GC2766.The orthometric height was computed from unverified reset data.
 GC2766.No vertical observational check was made to the station.
 GC2766
 GC2766.The geoid height was determined by GEOID03.
 GC2766
 GC2766;                    North         East    Units  Estimated Accuracy
 GC2766;SPC KY1Z     - 1,039,510.    1,429,560.      MT  (+/- 180 meters Scaled)
 GC2766
 GC2766                          SUPERSEDED SURVEY CONTROL
 GC2766
 GC2766  NGVD 29 (10/08/05)  206.99   (m)          679.1    (f) RESET       3  
 GC2766
 GC2766.Superseded values are not recommended for survey control.
 GC2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2766.See file dsdata.txt to determine how the superseded data were derived.
 GC2766
 GC2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF412602(NAD 83)
 GC2766_MARKER: DB = BENCH MARK DISK
 GC2766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC2766_SP_SET: CATCH BASIN
 GC2766_STAMPING: I-65 KL4 RESET 1989
 GC2766_MARK LOGO: NGS   
 GC2766_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2766+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GC2766
 GC2766  HISTORY     - Date     Condition        Report By
 GC2766  HISTORY     - 1989     MONUMENTED       KYDT
 GC2766  HISTORY     - 20030710 GOOD             KYDT
 GC2766  HISTORY     - 20060626 MARK NOT FOUND   KYTC
 GC2766
 GC2766                          STATION DESCRIPTION
 GC2766
 GC2766'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1989
 GC2766'2.00 MILES NORTHEAST ALONG I-65 FROM 31W INTERCHANGE, ABOUT 0.80 MILE
 GC2766'NORTHEAST OF OVERPASS BRIDGE OF STATE HIGHWAY 1640, IN CENTER OF
 GC2766'MEDIAN, ABOUT 3 FEET LOWER THAN ROAD.
 GC2766
 GC2766                          STATION RECOVERY (2003)
 GC2766
 GC2766'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC2766'MARK IS IN THE FIRST CATCH BASIN NORTH OF A WEIGH STATION.
 GC2766
 GC2766                          STATION RECOVERY (2006)
 GC2766
 GC2766'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GC2766'THIS MARK WAS DESTROYED DURING INTERSTATE WIDENING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1077 ***********************************************************************
 GC1077  DESIGNATION -  I65 KL 5
 GC1077  PID         -  GC1077
 GC1077  STATE/COUNTY-  KY/SIMPSON
 GC1077  USGS QUAD   -  FRANKLIN (1994)
 GC1077
 GC1077                         *CURRENT SURVEY CONTROL
 GC1077  ___________________________________________________________________
 GC1077* NAD 83(1986)-  36 41 57.     (N)    086 31 50.     (W)     SCALED    
 GC1077* NAVD 88     -       206.796  (meters)     678.46   (feet)  ADJUSTED  
 GC1077  ___________________________________________________________________
 GC1077  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 GC1077  DYNAMIC HT  -         206.625 (meters)     677.90  (feet)  COMP
 GC1077  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GC1077
 GC1077  VERT ORDER  -  SECOND    CLASS 0
 GC1077
 GC1077.The horizontal coordinates were scaled from a topographic map and have
 GC1077.an estimated accuracy of +/- 6 seconds.
 GC1077
 GC1077.The orthometric height was determined by differential leveling
 GC1077.and adjusted by the National Geodetic Survey in June 1991..
 GC1077
 GC1077.The geoid height was determined by GEOID03.
 GC1077
 GC1077.The dynamic height is computed by dividing the NAVD 88
 GC1077.geopotential number by the normal gravity value computed on the
 GC1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1077.degrees latitude (g = 980.6199 gals.).
 GC1077
 GC1077.The modeled gravity was interpolated from observed gravity values.
 GC1077
 GC1077;                    North         East    Units  Estimated Accuracy
 GC1077;SPC KY1Z     - 1,040,900.    1,430,240.      MT  (+/- 180 meters Scaled)
 GC1077
 GC1077                          SUPERSEDED SURVEY CONTROL
 GC1077
 GC1077  NGVD 29 (??/??/92)  206.890  (m)          678.77   (f) ADJ UNCH    2 0
 GC1077
 GC1077.Superseded values are not recommended for survey control.
 GC1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1077.See file dsdata.txt to determine how the superseded data were derived.
 GC1077
 GC1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF419616(NAD 83)
 GC1077_MARKER: DD = SURVEY DISK
 GC1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1077_STAMPING: I65-KL5-1964
 GC1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1077+STABILITY: SURFACE MOTION
 GC1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1077+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GC1077
 GC1077  HISTORY     - Date     Condition        Report By
 GC1077  HISTORY     - 1964     MONUMENTED       PAS
 GC1077  HISTORY     - 20030710 GOOD             KYDT
 GC1077
 GC1077                          STATION DESCRIPTION
 GC1077
 GC1077'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC1077'3.1 MI SE FROM FRANKLIN.
 GC1077'MARK IS LOCATED ABOUT 2.90 MILES NORTHEAST ALONG I65 FROM 31W
 GC1077'INTERCHANGE, ABOUT 1.25 MILES SOUTHWEST ALONG I65 FROM STATE
 GC1077'HIGHWAY 100 INTERCHANGE, ABOUT 200.0 FEET NORTH OF NORTHEAST
 GC1077'ABUTMENT OF STATE HIGHWAY 73 OVERPASS, 107.0 FEET SOUTHEAST OF
 GC1077'CENTER OF NORTHBOUND LANE, 15.0 FEET SOUTH OF UNDERGROUND CABLE,
 GC1077'2.6 FEET NORTHWEST OF ANGLE POST IN RIGHT OF WAY FENCE AND 1.5
 GC1077'FEET NORTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GC1077'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE
 GC1077'POST FLUSH WITH THE GROUND AND STAMPED I65-KL5-1964.
 GC1077
 GC1077                          STATION RECOVERY (2003)
 GC1077
 GC1077'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1077'MARK IS 1 FOOT NORTHWEST OF A 6 INCH HACKBERRY TREE WITH METAL WITNESS
 GC1077'SIGN NAILED TO IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1078 ***********************************************************************
 GC1078  DESIGNATION -  I65 KL 6
 GC1078  PID         -  GC1078
 GC1078  STATE/COUNTY-  KY/SIMPSON
 GC1078  USGS QUAD   -  FRANKLIN (1994)
 GC1078
 GC1078                         *CURRENT SURVEY CONTROL
 GC1078  ___________________________________________________________________
 GC1078* NAD 83(1986)-  36 42 46.     (N)    086 31 24.     (W)     SCALED    
 GC1078* NAVD 88     -       211.608  (meters)     694.25   (feet)  ADJUSTED  
 GC1078  ___________________________________________________________________
 GC1078  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 GC1078  DYNAMIC HT  -         211.433 (meters)     693.68  (feet)  COMP
 GC1078  MODELED GRAV-     979,800.8   (mgal)                       NAVD 88
 GC1078
 GC1078  VERT ORDER  -  SECOND    CLASS 0
 GC1078
 GC1078.The horizontal coordinates were scaled from a topographic map and have
 GC1078.an estimated accuracy of +/- 6 seconds.
 GC1078
 GC1078.The orthometric height was determined by differential leveling
 GC1078.and adjusted by the National Geodetic Survey in June 1991..
 GC1078
 GC1078.The geoid height was determined by GEOID03.
 GC1078
 GC1078.The dynamic height is computed by dividing the NAVD 88
 GC1078.geopotential number by the normal gravity value computed on the
 GC1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1078.degrees latitude (g = 980.6199 gals.).
 GC1078
 GC1078.The modeled gravity was interpolated from observed gravity values.
 GC1078
 GC1078;                    North         East    Units  Estimated Accuracy
 GC1078;SPC KY1Z     - 1,042,400.    1,430,900.      MT  (+/- 180 meters Scaled)
 GC1078
 GC1078                          SUPERSEDED SURVEY CONTROL
 GC1078
 GC1078  NGVD 29 (??/??/92)  211.703  (m)          694.56   (f) ADJ UNCH    2 0
 GC1078
 GC1078.Superseded values are not recommended for survey control.
 GC1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1078.See file dsdata.txt to determine how the superseded data were derived.
 GC1078
 GC1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF425631(NAD 83)
 GC1078_MARKER: DD = SURVEY DISK
 GC1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1078_STAMPING: I65-KL6-1964
 GC1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1078+STABILITY: SURFACE MOTION
 GC1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1078+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GC1078
 GC1078  HISTORY     - Date     Condition        Report By
 GC1078  HISTORY     - 1964     MONUMENTED       PAS
 GC1078  HISTORY     - 20030710 GOOD             KYDT
 GC1078
 GC1078                          STATION DESCRIPTION
 GC1078
 GC1078'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC1078'3.1 MI E FROM FRANKLIN.
 GC1078'MARK IS LOCATED ABOUT 3.90 MILES NORTHEAST ALONG I65 FROM 31W
 GC1078'INTERCHANGE, 0.25 MILE SOUTHWEST FROM STATE HIGHWAY 100
 GC1078'INTERCHANGE, 69.0 FEET EAST OF NORTHBOUND LANE, 2.7 FEET WEST OF
 GC1078'ANGLE POST IN RIGHT OF WAY FENCE AND 1.5 FEET WEST OF METAL
 GC1078'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 GC1078'TABLET SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 GC1078'STAMPED I65-KL6-1964.
 GC1078
 GC1078                          STATION RECOVERY (2003)
 GC1078
 GC1078'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1078'MARK IS 18 FEET EAST OF THE SOUTHEAST LEG OF KY 100/SCOTTSVILLE EXIT
 GC1078'SIGN, EXIT 6, AT BEGINNING OF EXIT RAMP FROM NORTHBOUND I65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1080 ***********************************************************************
 GC1080  DESIGNATION -  I65 KL 8
 GC1080  PID         -  GC1080
 GC1080  STATE/COUNTY-  KY/SIMPSON
 GC1080  USGS QUAD   -  FRANKLIN (1994)
 GC1080
 GC1080                         *CURRENT SURVEY CONTROL
 GC1080  ___________________________________________________________________
 GC1080* NAD 83(1986)-  36 44 12.     (N)    086 30 25.     (W)     SCALED    
 GC1080* NAVD 88     -       206.171  (meters)     676.41   (feet)  ADJUSTED  
 GC1080  ___________________________________________________________________
 GC1080  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GC1080  DYNAMIC HT  -         206.002 (meters)     675.86  (feet)  COMP
 GC1080  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GC1080
 GC1080  VERT ORDER  -  SECOND    CLASS 0
 GC1080
 GC1080.The horizontal coordinates were scaled from a topographic map and have
 GC1080.an estimated accuracy of +/- 6 seconds.
 GC1080
 GC1080.The orthometric height was determined by differential leveling
 GC1080.and adjusted by the National Geodetic Survey in June 1991..
 GC1080
 GC1080.The geoid height was determined by GEOID03.
 GC1080
 GC1080.The dynamic height is computed by dividing the NAVD 88
 GC1080.geopotential number by the normal gravity value computed on the
 GC1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1080.degrees latitude (g = 980.6199 gals.).
 GC1080
 GC1080.The modeled gravity was interpolated from observed gravity values.
 GC1080
 GC1080;                    North         East    Units  Estimated Accuracy
 GC1080;SPC KY1Z     - 1,045,040.    1,432,390.      MT  (+/- 180 meters Scaled)
 GC1080
 GC1080                          SUPERSEDED SURVEY CONTROL
 GC1080
 GC1080  NGVD 29 (??/??/92)  206.271  (m)          676.74   (f) ADJ UNCH    2 0
 GC1080
 GC1080.Superseded values are not recommended for survey control.
 GC1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1080.See file dsdata.txt to determine how the superseded data were derived.
 GC1080
 GC1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF440657(NAD 83)
 GC1080_MARKER: DD = SURVEY DISK
 GC1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1080_STAMPING: I65-KL8-1964
 GC1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1080+STABILITY: SURFACE MOTION
 GC1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1080+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GC1080
 GC1080  HISTORY     - Date     Condition        Report By
 GC1080  HISTORY     - 1964     MONUMENTED       PAS
 GC1080  HISTORY     - 20030710 GOOD             KYDT
 GC1080
 GC1080                          STATION DESCRIPTION
 GC1080
 GC1080'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC1080'4 MI ENE FROM FRANKLIN.
 GC1080'MARK IS LOCATED ABOUT 1.70 MILES NORTH ALONG I65 FROM STATE
 GC1080'HIGHWAY 100 INTERCHANGE, ABOUT 300.0 FEET NORTH OF THE NORTHEAST
 GC1080'ABUTMENT OF STATE HIGHWAY 265 OVERPASS, 100.0 FEET SOUTHWEST OF
 GC1080'SOUTHWEST CORNER OF BARN, 74.0 FEET NORTHEAST OF CENTER OF
 GC1080'NORTHBOUND LANE, 1.9 FEET SOUTHWEST OF ANCHOR POST IN RIGHT OF
 GC1080'WAY FENCE, 1.4 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN AND
 GC1080'SETTING OF A BANK 6 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT
 GC1080'OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE POST FLUSH WITH
 GC1080'THE GROUND AND STAMPED I65-KL8-1964.
 GC1080
 GC1080                          STATION RECOVERY (2003)
 GC1080
 GC1080'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1080'MARK IS AT A ANCHOR POST IN R/W FENCE, 9 FEET SOUTHWEST OF A 4 INCH
 GC1080'PVC POST FOR UNDERGROUNG CABLE WARNING SIGN, 1.5 FEET WEST-NORTHWEST
 GC1080'OF A METAL WITNESS POST AND SIGN AND 1 FOOT NORTHWEST OF BASE OF A 6
 GC1080'INCH FORKED HACKBERRY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0123 ***********************************************************************
 GC0123  DESIGNATION -  I65 KL 9
 GC0123  PID         -  GC0123
 GC0123  STATE/COUNTY-  KY/SIMPSON
 GC0123  USGS QUAD   -  HICKORY FLAT (1967)
 GC0123
 GC0123                         *CURRENT SURVEY CONTROL
 GC0123  ___________________________________________________________________
 GC0123* NAD 83(1986)-  36 44 45.     (N)    086 29 42.     (W)     SCALED    
 GC0123* NAVD 88     -       194.676  (meters)     638.70   (feet)  ADJUSTED  
 GC0123  ___________________________________________________________________
 GC0123  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 GC0123  DYNAMIC HT  -         194.517 (meters)     638.18  (feet)  COMP
 GC0123  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 GC0123
 GC0123  VERT ORDER  -  SECOND    CLASS 0
 GC0123
 GC0123.The horizontal coordinates were scaled from a topographic map and have
 GC0123.an estimated accuracy of +/- 6 seconds.
 GC0123
 GC0123.The orthometric height was determined by differential leveling
 GC0123.and adjusted by the National Geodetic Survey in June 1991..
 GC0123
 GC0123.The geoid height was determined by GEOID03.
 GC0123
 GC0123.The dynamic height is computed by dividing the NAVD 88
 GC0123.geopotential number by the normal gravity value computed on the
 GC0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0123.degrees latitude (g = 980.6199 gals.).
 GC0123
 GC0123.The modeled gravity was interpolated from observed gravity values.
 GC0123
 GC0123;                    North         East    Units  Estimated Accuracy
 GC0123;SPC KY1Z     - 1,046,050.    1,433,460.      MT  (+/- 180 meters Scaled)
 GC0123
 GC0123                          SUPERSEDED SURVEY CONTROL
 GC0123
 GC0123  NGVD 29 (??/??/92)  194.778  (m)          639.03   (f) ADJ UNCH    2 0
 GC0123
 GC0123.Superseded values are not recommended for survey control.
 GC0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0123.See file dsdata.txt to determine how the superseded data were derived.
 GC0123
 GC0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF450667(NAD 83)
 GC0123_MARKER: DD = SURVEY DISK
 GC0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0123_STAMPING: I65-KL9-1964
 GC0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0123+STABILITY: SURFACE MOTION
 GC0123
 GC0123  HISTORY     - Date     Condition        Report By
 GC0123  HISTORY     - 1964     MONUMENTED       PAS
 GC0123
 GC0123                          STATION DESCRIPTION
 GC0123
 GC0123'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC0123'4.8 MI NE FROM FRANKLIN.
 GC0123'MARK IS LOCATED ABOUT 2.65 MILES NORTH ALONG I65 FROM STATE
 GC0123'HIGHWAY 100 INTERCHANGE, 84.0 FEET SOUTHWEST OF CENTER OF
 GC0123'NORTHBOUND LANE, 8.0 FEET SOUTHWEST OF FENCE CORNER, 2.0 FEET
 GC0123'NORTHEAST OF RIGHT OF WAY FENCE, 1.5 FEET NORTHEAST OF METAL
 GC0123'WITNESS POST AND SIGN AND SETTING ABOUT 4 FEET BELOW LEVEL OF
 GC0123'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET IN TOP
 GC0123'OF CONCRETE POST FLUSH WITH THE GROUND AND STAMPED I65-KL9-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0260 ***********************************************************************
 HA0260  DESIGNATION -  I65 L 1
 HA0260  PID         -  HA0260
 HA0260  STATE/COUNTY-  KY/WARREN
 HA0260  USGS QUAD   -  SMITHS GROVE (1994)
 HA0260
 HA0260                         *CURRENT SURVEY CONTROL
 HA0260  ___________________________________________________________________
 HA0260* NAD 83(1986)-  37 01 52.     (N)    086 14 16.     (W)     SCALED    
 HA0260* NAVD 88     -       182.198  (meters)     597.76   (feet)  ADJUSTED  
 HA0260  ___________________________________________________________________
 HA0260  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HA0260  DYNAMIC HT  -         182.057 (meters)     597.30  (feet)  COMP
 HA0260  MODELED GRAV-     979,849.9   (mgal)                       NAVD 88
 HA0260
 HA0260  VERT ORDER  -  SECOND    CLASS 0
 HA0260
 HA0260.The horizontal coordinates were scaled from a topographic map and have
 HA0260.an estimated accuracy of +/- 6 seconds.
 HA0260
 HA0260.The orthometric height was determined by differential leveling
 HA0260.and adjusted by the National Geodetic Survey in June 1991..
 HA0260
 HA0260.The geoid height was determined by GEOID03.
 HA0260
 HA0260.The dynamic height is computed by dividing the NAVD 88
 HA0260.geopotential number by the normal gravity value computed on the
 HA0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0260.degrees latitude (g = 980.6199 gals.).
 HA0260
 HA0260.The modeled gravity was interpolated from observed gravity values.
 HA0260
 HA0260;                    North         East    Units  Estimated Accuracy
 HA0260;SPC KY1Z     - 1,077,560.    1,456,600.      MT  (+/- 180 meters Scaled)
 HA0260
 HA0260                          SUPERSEDED SURVEY CONTROL
 HA0260
 HA0260  NGVD 29 (??/??/92)  182.318  (m)          598.15   (f) ADJ UNCH    2 0
 HA0260
 HA0260.Superseded values are not recommended for survey control.
 HA0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0260.See file dsdata.txt to determine how the superseded data were derived.
 HA0260
 HA0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF677985(NAD 83)
 HA0260_MARKER: DD = SURVEY DISK
 HA0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0260_STAMPING: I65-L1-1964
 HA0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0260+STABILITY: SURFACE MOTION
 HA0260
 HA0260  HISTORY     - Date     Condition        Report By
 HA0260  HISTORY     - 1964     MONUMENTED       PAS
 HA0260
 HA0260                          STATION DESCRIPTION
 HA0260
 HA0260'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0260'1 MI S FROM OAKLAND.
 HA0260'MARK IS LOCATED ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 179
 HA0260'FROM THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT OAKLAND
 HA0260'TO JUNCTION WITH U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE
 HA0260'0.60 MILE EAST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE
 HA0260'84.0 FEET NORTHWEST OF CENTER OF ROAD AND DRIVE, 83.0 FEET EAST
 HA0260'OF TELEPHONE POLE, 79.0 FEET EAST OF A 24 INCH MAPLE TREE, 62.0
 HA0260'FEET WEST OF A 24 INCH MAPLE TREE, 33.0 FEET SOUTHEAST OF POWER
 HA0260'POLE, 5.3 FEET WEST OF FENCE CORNER AND 1.4 FEET SOUTH OF METAL
 HA0260'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 HA0260'TABLET SET IN TOP OF CONCRETE POST FLUSH WITH THE GROUND AND
 HA0260'STAMPED I65-L1-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0272 ***********************************************************************
 HA0272  DESIGNATION -  I65 L 10 RESET
 HA0272  PID         -  HA0272
 HA0272  STATE/COUNTY-  KY/EDMONSON
 HA0272  USGS QUAD   -  PARK CITY (1973)
 HA0272
 HA0272                         *CURRENT SURVEY CONTROL
 HA0272  ___________________________________________________________________
 HA0272* NAD 83(1986)-  37 03 47.     (N)    086 06 03.     (W)     SCALED    
 HA0272* NAVD 88     -       193.37   (meters)     634.4    (feet)  RESET     
 HA0272  ___________________________________________________________________
 HA0272  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HA0272
 HA0272  VERT ORDER  -  THIRD
 HA0272
 HA0272.The horizontal coordinates were scaled from a topographic map and have
 HA0272.an estimated accuracy of +/- 6 seconds.
 HA0272
 HA0272.The orthometric height was computed from unverified reset data.
 HA0272.No vertical observational check was made to the station.
 HA0272
 HA0272.The geoid height was determined by GEOID03.
 HA0272
 HA0272;                    North         East    Units  Estimated Accuracy
 HA0272;SPC KY1Z     - 1,081,050.    1,468,800.      MT  (+/- 180 meters Scaled)
 HA0272
 HA0272                          SUPERSEDED SURVEY CONTROL
 HA0272
 HA0272  NGVD 29 (10/08/05)  193.48   (m)          634.8    (f) RESET       3  
 HA0272
 HA0272.Superseded values are not recommended for survey control.
 HA0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0272.See file dsdata.txt to determine how the superseded data were derived.
 HA0272
 HA0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG799022(NAD 83)
 HA0272_MARKER: DD = SURVEY DISK
 HA0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0272_STAMPING: I65-L10 RESET 1967
 HA0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0272+STABILITY: SURFACE MOTION
 HA0272
 HA0272  HISTORY     - Date     Condition        Report By
 HA0272  HISTORY     - 1967     MONUMENTED       CGS
 HA0272
 HA0272                          STATION DESCRIPTION
 HA0272
 HA0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HA0272'2.3 MI E FROM ROCKY HILL.
 HA0272'THE MARK IS LOCATED ABOUT 2.3 MILES EAST ALONG A BLACKTOP ROAD
 HA0272'FROM THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT ROCKY
 HA0272'HILL AND APPROXIMATELY 500 FEET NORTHEAST OF WHERE INTERSTATE
 HA0272'ROUTE 65 CROSSES THE BLACKTOP ROAD.  IT IS 93.5 FEET NORTH OF THE
 HA0272'NORTHWEST CORNER OF A BARN, 59 FEET SOUTH OF THE APPROXIMATE
 HA0272'CENTER OF THE BLACKTOP ROAD, 49 FEET WEST OF THE APPROXIMATE
 HA0272'CENTER OF A GRAVELED DRIVE LEADING TO THE BARN, 28 FEET EAST OF
 HA0272'A 10-INCH LOCUST TREE, 2 FEET WEST OF A METAL WITNESS POST AND
 HA0272'SIGN, AND 1 FOOT NORTH OF A FENCE.  IT IS A KENTUCKY DEPARTMENT
 HA0272'OF HIGHWAYS DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 HA0272'CONCRETE MONUMENT AND THE DISK IS STAMPED I65-L10 RESET 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0273 ***********************************************************************
 HA0273  DESIGNATION -  I65 L 11
 HA0273  PID         -  HA0273
 HA0273  STATE/COUNTY-  KY/EDMONSON
 HA0273  USGS QUAD   -  PARK CITY (1973)
 HA0273
 HA0273                         *CURRENT SURVEY CONTROL
 HA0273  ___________________________________________________________________
 HA0273* NAD 83(1986)-  37 04 15.     (N)    086 05 35.     (W)     SCALED    
 HA0273* NAVD 88     -       188.311  (meters)     617.82   (feet)  ADJUSTED  
 HA0273  ___________________________________________________________________
 HA0273  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HA0273  DYNAMIC HT  -         188.164 (meters)     617.33  (feet)  COMP
 HA0273  MODELED GRAV-     979,845.5   (mgal)                       NAVD 88
 HA0273
 HA0273  VERT ORDER  -  SECOND    CLASS 0
 HA0273
 HA0273.The horizontal coordinates were scaled from a topographic map and have
 HA0273.an estimated accuracy of +/- 6 seconds.
 HA0273
 HA0273.The orthometric height was determined by differential leveling
 HA0273.and adjusted by the National Geodetic Survey in June 1991..
 HA0273
 HA0273.The geoid height was determined by GEOID03.
 HA0273
 HA0273.The dynamic height is computed by dividing the NAVD 88
 HA0273.geopotential number by the normal gravity value computed on the
 HA0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0273.degrees latitude (g = 980.6199 gals.).
 HA0273
 HA0273.The modeled gravity was interpolated from observed gravity values.
 HA0273
 HA0273;                    North         East    Units  Estimated Accuracy
 HA0273;SPC KY1Z     - 1,081,910.    1,469,490.      MT  (+/- 180 meters Scaled)
 HA0273
 HA0273                          SUPERSEDED SURVEY CONTROL
 HA0273
 HA0273  NGVD 29 (??/??/92)  188.424  (m)          618.19   (f) ADJ UNCH    2 0
 HA0273
 HA0273.Superseded values are not recommended for survey control.
 HA0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0273.See file dsdata.txt to determine how the superseded data were derived.
 HA0273
 HA0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG806031(NAD 83)
 HA0273_MARKER: DD = SURVEY DISK
 HA0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0273_STAMPING: I65-L11-1964
 HA0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0273+STABILITY: SURFACE MOTION
 HA0273
 HA0273  HISTORY     - Date     Condition        Report By
 HA0273  HISTORY     - 1964     MONUMENTED       PAS
 HA0273
 HA0273                          STATION DESCRIPTION
 HA0273
 HA0273'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0273'2.2 MI E FROM ROCKY HILL.
 HA0273'MARK IS LOCATED ABOUT 2.60 MILES EAST ALONG BLACKTOP ROAD FROM
 HA0273'THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT ROCKY HILL TO
 HA0273'T-ROAD NORTH, THENCE 0.65 MILE NORTH ALONG GRAVEL ROAD, THENCE
 HA0273'ABOUT 0.65 MILE NORTH OF FAIRVIEW CHURCH, 70.3 FEET SOUTHEAST
 HA0273'OF TELEPHONE POLE, 40.0 FEET NORTHEAST OF TWIN FORK OAK TREE, 25.5
 HA0273'FEET WEST OF CENTER OF GRAVEL ROAD AND 7.0 FEET EAST OF METAL
 HA0273'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 HA0273'TABLET SET IN CONCRETE POST FLUSH WITH THE GROUND AND STAMPED
 HA0273'I65-L11-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0274 ***********************************************************************
 HA0274  DESIGNATION -  I65 L 12
 HA0274  PID         -  HA0274
 HA0274  STATE/COUNTY-  KY/BARREN
 HA0274  USGS QUAD   -  PARK CITY (1973)
 HA0274
 HA0274                         *CURRENT SURVEY CONTROL
 HA0274  ___________________________________________________________________
 HA0274* NAD 83(1986)-  37 06 00.     (N)    086 03 19.     (W)     SCALED    
 HA0274* NAVD 88     -       198.705  (meters)     651.92   (feet)  ADJUSTED  
 HA0274  ___________________________________________________________________
 HA0274  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HA0274  DYNAMIC HT  -         198.548 (meters)     651.40  (feet)  COMP
 HA0274  MODELED GRAV-     979,835.2   (mgal)                       NAVD 88
 HA0274
 HA0274  VERT ORDER  -  SECOND    CLASS 0
 HA0274
 HA0274.The horizontal coordinates were scaled from a topographic map and have
 HA0274.an estimated accuracy of +/- 6 seconds.
 HA0274
 HA0274.The orthometric height was determined by differential leveling
 HA0274.and adjusted by the National Geodetic Survey in June 1991..
 HA0274
 HA0274.The geoid height was determined by GEOID03.
 HA0274
 HA0274.The dynamic height is computed by dividing the NAVD 88
 HA0274.geopotential number by the normal gravity value computed on the
 HA0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0274.degrees latitude (g = 980.6199 gals.).
 HA0274
 HA0274.The modeled gravity was interpolated from observed gravity values.
 HA0274
 HA0274;                    North         East    Units  Estimated Accuracy
 HA0274;SPC KY1Z     - 1,085,130.    1,472,860.      MT  (+/- 180 meters Scaled)
 HA0274
 HA0274                          SUPERSEDED SURVEY CONTROL
 HA0274
 HA0274  NGVD 29 (??/??/92)  198.825  (m)          652.31   (f) ADJ UNCH    2 0
 HA0274
 HA0274.Superseded values are not recommended for survey control.
 HA0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0274.See file dsdata.txt to determine how the superseded data were derived.
 HA0274
 HA0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG839063(NAD 83)
 HA0274_MARKER: DD = SURVEY DISK
 HA0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0274_STAMPING: I65-L12-1964
 HA0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0274+STABILITY: SURFACE MOTION
 HA0274
 HA0274  HISTORY     - Date     Condition        Report By
 HA0274  HISTORY     - 1964     MONUMENTED       PAS
 HA0274
 HA0274                          STATION DESCRIPTION
 HA0274
 HA0274'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0274'0.8 MI NW FROM PARK CITY.
 HA0274'MARK IS LOCATED ABOUT 0.60 MILE NORTHWEST ALONG STATE HIGHWAY
 HA0274'255 FROM THE POST OFFICE IN PARK CITY, KENTUCKY AT THE SOUTH END
 HA0274'OF ZION CEMETERY, 24.5 FEET NORTHEAST OF CENTER OF HIGHWAY, 6.0
 HA0274'FEET EAST OF POWER POLE AND 3.4 FEET EAST OF METAL WITNESS POST
 HA0274'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET
 HA0274'IN TOP OF CONCRETE POST PROJECTING 3 INCHES AND STAMPED I65-L12-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0275 ***********************************************************************
 HA0275  DESIGNATION -  I65 L 13
 HA0275  PID         -  HA0275
 HA0275  STATE/COUNTY-  KY/BARREN
 HA0275  USGS QUAD   -  PARK CITY (1973)
 HA0275
 HA0275                         *CURRENT SURVEY CONTROL
 HA0275  ___________________________________________________________________
 HA0275* NAD 83(1986)-  37 06 11.     (N)    086 02 44.     (W)     SCALED    
 HA0275* NAVD 88     -       198.065  (meters)     649.82   (feet)  ADJUSTED  
 HA0275  ___________________________________________________________________
 HA0275  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HA0275  DYNAMIC HT  -         197.907 (meters)     649.30  (feet)  COMP
 HA0275  MODELED GRAV-     979,833.2   (mgal)                       NAVD 88
 HA0275
 HA0275  VERT ORDER  -  SECOND    CLASS 0
 HA0275
 HA0275.The horizontal coordinates were scaled from a topographic map and have
 HA0275.an estimated accuracy of +/- 6 seconds.
 HA0275
 HA0275.The orthometric height was determined by differential leveling
 HA0275.and adjusted by the National Geodetic Survey in June 1991..
 HA0275
 HA0275.The geoid height was determined by GEOID03.
 HA0275
 HA0275.The dynamic height is computed by dividing the NAVD 88
 HA0275.geopotential number by the normal gravity value computed on the
 HA0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0275.degrees latitude (g = 980.6199 gals.).
 HA0275
 HA0275.The modeled gravity was interpolated from observed gravity values.
 HA0275
 HA0275;                    North         East    Units  Estimated Accuracy
 HA0275;SPC KY1Z     - 1,085,470.    1,473,730.      MT  (+/- 180 meters Scaled)
 HA0275
 HA0275                          SUPERSEDED SURVEY CONTROL
 HA0275
 HA0275  NGVD 29 (??/??/92)  198.184  (m)          650.21   (f) ADJ UNCH    2 0
 HA0275
 HA0275.Superseded values are not recommended for survey control.
 HA0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0275.See file dsdata.txt to determine how the superseded data were derived.
 HA0275
 HA0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG848067(NAD 83)
 HA0275_MARKER: DD = SURVEY DISK
 HA0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0275_STAMPING: I65-L13-1964
 HA0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0275+STABILITY: SURFACE MOTION
 HA0275
 HA0275  HISTORY     - Date     Condition        Report By
 HA0275  HISTORY     - 1964     MONUMENTED       PAS
 HA0275
 HA0275                          STATION DESCRIPTION
 HA0275
 HA0275'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0275'0.4 MI NE FROM PARK CITY.
 HA0275'MARK IS LOCATED ABOUT 0.20 MILE EAST ALONG U.S. HIGHWAY 31W FROM
 HA0275'THE POST OFFICE IN PARK CITY, KENTUCKY TO GOSSOM STREET NORTH,
 HA0275'THENCE NORTH FOR 0.10 MILE TO NORTH INDIAN MILL ROAD, THENCE
 HA0275'ABOUT 0.55 MILE NORTH ALONG NORTH INDIAN MILL ROAD, THENCE ABOUT
 HA0275'0.40 MILE NORTHEAST OF PARK CITY HIGH SCHOOL, 46.0 FEET EAST OF
 HA0275'THE NORTHEAST CORNER OF BARN, 29.0 FEET NORTH OF CENTER OF ROAD,
 HA0275'14.5 FEET NORTHWEST OF A 6 INCH HICKORY TREE AND 2.8 FEET
 HA0275'SOUTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HA0275'OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE POST FLUSH WITH
 HA0275'THE GROUND AND STAMPED I65-L13-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0276 ***********************************************************************
 HA0276  DESIGNATION -  I65 L 14
 HA0276  PID         -  HA0276
 HA0276  STATE/COUNTY-  KY/BARREN
 HA0276  USGS QUAD   -  PARK CITY (1973)
 HA0276
 HA0276                         *CURRENT SURVEY CONTROL
 HA0276  ___________________________________________________________________
 HA0276* NAD 83(1986)-  37 06 10.     (N)    086 02 10.     (W)     SCALED    
 HA0276* NAVD 88     -       201.013  (meters)     659.49   (feet)  ADJUSTED  
 HA0276  ___________________________________________________________________
 HA0276  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HA0276  DYNAMIC HT  -         200.853 (meters)     658.97  (feet)  COMP
 HA0276  MODELED GRAV-     979,831.8   (mgal)                       NAVD 88
 HA0276
 HA0276  VERT ORDER  -  SECOND    CLASS 0
 HA0276
 HA0276.The horizontal coordinates were scaled from a topographic map and have
 HA0276.an estimated accuracy of +/- 6 seconds.
 HA0276
 HA0276.The orthometric height was determined by differential leveling
 HA0276.and adjusted by the National Geodetic Survey in June 1991..
 HA0276
 HA0276.The geoid height was determined by GEOID03.
 HA0276
 HA0276.The dynamic height is computed by dividing the NAVD 88
 HA0276.geopotential number by the normal gravity value computed on the
 HA0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0276.degrees latitude (g = 980.6199 gals.).
 HA0276
 HA0276.The modeled gravity was interpolated from observed gravity values.
 HA0276
 HA0276;                    North         East    Units  Estimated Accuracy
 HA0276;SPC KY1Z     - 1,085,440.    1,474,570.      MT  (+/- 180 meters Scaled)
 HA0276
 HA0276                          SUPERSEDED SURVEY CONTROL
 HA0276
 HA0276  NGVD 29 (??/??/92)  201.132  (m)          659.88   (f) ADJ UNCH    2 0
 HA0276
 HA0276.Superseded values are not recommended for survey control.
 HA0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0276.See file dsdata.txt to determine how the superseded data were derived.
 HA0276
 HA0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG856067(NAD 83)
 HA0276_MARKER: DD = SURVEY DISK
 HA0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0276_STAMPING: I65-L14-1964
 HA0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0276+STABILITY: SURFACE MOTION
 HA0276
 HA0276  HISTORY     - Date     Condition        Report By
 HA0276  HISTORY     - 1964     MONUMENTED       PAS
 HA0276
 HA0276                          STATION DESCRIPTION
 HA0276
 HA0276'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0276'0.9 MI NE FROM PARK CITY.
 HA0276'MARK IS LOCATED ABOUT 0.20 MILE EAST ALONG U.S. HIGHWAY 31W FROM
 HA0276'THE POST OFFICE IN PARK CITY, KENTUCKY TO THE INTERSECTION OF
 HA0276'GOSSOM STREET, THENCE NORTH ALONG GOSSOM STREET FOR 0.10 MILE TO
 HA0276'THE INTERSECTION OF NORTH INDIAN MILL ROAD AND EAST OLD BARDSTOWN
 HA0276'ROAD, THENCE EAST FOR 0.70 MILE ALONG EAST OLD BARDSTOWN ROAD
 HA0276'TO JUNCTION WITH FARM LANE, 28.0 FEET SOUTH OF CENTER OF ROAD
 HA0276'AND DRIVE, 24.7 FEET WEST OF POWER POLE, 14.0 FEET SOUTHWEST OF
 HA0276'FENCE CORNER AND 2.4 FEET NORTH OF METAL WITNESS POST AND SIGN.
 HA0276'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 HA0276'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED I65-L14-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0277 ***********************************************************************
 HA0277  DESIGNATION -  I65 L 15
 HA0277  PID         -  HA0277
 HA0277  STATE/COUNTY-  KY/BARREN
 HA0277  USGS QUAD   -  PARK CITY (1973)
 HA0277
 HA0277                         *CURRENT SURVEY CONTROL
 HA0277  ___________________________________________________________________
 HA0277* NAD 83(1986)-  37 06 40.     (N)    086 01 28.     (W)     SCALED    
 HA0277* NAVD 88     -       199.393  (meters)     654.18   (feet)  ADJUSTED  
 HA0277  ___________________________________________________________________
 HA0277  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA0277  DYNAMIC HT  -         199.234 (meters)     653.65  (feet)  COMP
 HA0277  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 HA0277
 HA0277  VERT ORDER  -  SECOND    CLASS 0
 HA0277
 HA0277.The horizontal coordinates were scaled from a topographic map and have
 HA0277.an estimated accuracy of +/- 6 seconds.
 HA0277
 HA0277.The orthometric height was determined by differential leveling
 HA0277.and adjusted by the National Geodetic Survey in June 1991..
 HA0277
 HA0277.The geoid height was determined by GEOID03.
 HA0277
 HA0277.The dynamic height is computed by dividing the NAVD 88
 HA0277.geopotential number by the normal gravity value computed on the
 HA0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0277.degrees latitude (g = 980.6199 gals.).
 HA0277
 HA0277.The modeled gravity was interpolated from observed gravity values.
 HA0277
 HA0277;                    North         East    Units  Estimated Accuracy
 HA0277;SPC KY1Z     - 1,086,360.    1,475,610.      MT  (+/- 180 meters Scaled)
 HA0277
 HA0277                          SUPERSEDED SURVEY CONTROL
 HA0277
 HA0277  NGVD 29 (??/??/92)  199.511  (m)          654.56   (f) ADJ UNCH    2 0
 HA0277
 HA0277.Superseded values are not recommended for survey control.
 HA0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0277.See file dsdata.txt to determine how the superseded data were derived.
 HA0277
 HA0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG866076(NAD 83)
 HA0277_MARKER: DD = SURVEY DISK
 HA0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0277_STAMPING: I64-L15-1964
 HA0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0277+STABILITY: SURFACE MOTION
 HA0277
 HA0277  HISTORY     - Date     Condition        Report By
 HA0277  HISTORY     - 1964     MONUMENTED       PAS
 HA0277
 HA0277                          STATION DESCRIPTION
 HA0277
 HA0277'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0277'1.8 MI NE FROM PARK CITY.
 HA0277'MARK IS LOCATED ABOUT 0.20 MILE EAST ALONG U.S. HIGHWAY 31W FROM
 HA0277'THE POST OFFICE IN PARK CITY, KENTUCKY TO THE INTERSECTION OF
 HA0277'GOSSOM STREET, THENCE NORTH ALONG GOSSOM STREET FOR 0.10 MILE TO
 HA0277'THE INTERSECTION OF NORTH INDIAN MILL ROAD AND EAST OLD BARDSTOWN
 HA0277'ROAD, THENCE 1.60 MILES EAST AT APPROXIMATELY P.I. OF CURVE,
 HA0277'38.0 FEET EAST OF CENTER OF ROAD, 27.7 FEET NORTHWEST OF FENCE
 HA0277'CORNER AND 3.0 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.
 HA0277'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 HA0277'CONCRETE POST PROJECTING 2 INCHES AND STAMPED I65-L15-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0278 ***********************************************************************
 HA0278  DESIGNATION -  I65 L 16
 HA0278  PID         -  HA0278
 HA0278  STATE/COUNTY-  KY/BARREN
 HA0278  USGS QUAD   -  PARK CITY (1973)
 HA0278
 HA0278                         *CURRENT SURVEY CONTROL
 HA0278  ___________________________________________________________________
 HA0278* NAD 83(1986)-  37 07 16.     (N)    086 00 51.     (W)     SCALED    
 HA0278* NAVD 88     -       208.663  (meters)     684.59   (feet)  ADJUSTED  
 HA0278  ___________________________________________________________________
 HA0278  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HA0278  DYNAMIC HT  -         208.497 (meters)     684.04  (feet)  COMP
 HA0278  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 HA0278
 HA0278  VERT ORDER  -  SECOND    CLASS 0
 HA0278
 HA0278.The horizontal coordinates were scaled from a topographic map and have
 HA0278.an estimated accuracy of +/- 6 seconds.
 HA0278
 HA0278.The orthometric height was determined by differential leveling
 HA0278.and adjusted by the National Geodetic Survey in June 1991..
 HA0278
 HA0278.The geoid height was determined by GEOID03.
 HA0278
 HA0278.The dynamic height is computed by dividing the NAVD 88
 HA0278.geopotential number by the normal gravity value computed on the
 HA0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0278.degrees latitude (g = 980.6199 gals.).
 HA0278
 HA0278.The modeled gravity was interpolated from observed gravity values.
 HA0278
 HA0278;                    North         East    Units  Estimated Accuracy
 HA0278;SPC KY1Z     - 1,087,470.    1,476,520.      MT  (+/- 180 meters Scaled)
 HA0278
 HA0278                          SUPERSEDED SURVEY CONTROL
 HA0278
 HA0278  NGVD 29 (??/??/92)  208.781  (m)          684.98   (f) ADJ UNCH    2 0
 HA0278
 HA0278.Superseded values are not recommended for survey control.
 HA0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0278.See file dsdata.txt to determine how the superseded data were derived.
 HA0278
 HA0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG875087(NAD 83)
 HA0278_MARKER: DD = SURVEY DISK
 HA0278_SETTING: 80 = SET IN A BOULDER
 HA0278_SP_SET: BOULDER
 HA0278_STAMPING: I65-L16-1964
 HA0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0278+STABILITY: SURFACE MOTION
 HA0278
 HA0278  HISTORY     - Date     Condition        Report By
 HA0278  HISTORY     - 1964     MONUMENTED       PAS
 HA0278
 HA0278                          STATION DESCRIPTION
 HA0278
 HA0278'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0278'2.6 MI NE FROM PARK CITY.
 HA0278'MARK IS LOCATED ABOUT 0.20 MILE EAST ALONG U.S. HIGHWAY 31W FROM
 HA0278'THE POST OFFICE IN PARK CITY, KENTUCKY TO THE INTERSECTION OF
 HA0278'GOSSOM STREET, THENCE NORTH ALONG GOSSOM STREET FOR 0.10 MILE TO
 HA0278'THE INTERSECTION OF NORTH INDIAN MILL ROAD AND EAST OLD BARDSTOWN
 HA0278'ROAD, THENCE ABOUT 2.80 MILES EAST ALONG OLD BARDSTOWN ROAD TO
 HA0278'JUNCTION WITH FARM ROAD, 49.0 FEET NORTHEAST OF ROAD INTERSECTION
 HA0278'AND 4.7 FEET WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HA0278'DEPARTMENT OF HIGHWAYS SURVEY TABLET DRILLED IN 3 FT X 3 FT
 HA0278'LIMESTONE BOULDER AND STAMPED I65-L16-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2262 ***********************************************************************
 GZ2262  DESIGNATION -  I65 L 17
 GZ2262  PID         -  GZ2262
 GZ2262  STATE/COUNTY-  KY/BARREN
 GZ2262  USGS QUAD   -  HORSE CAVE (1966)
 GZ2262
 GZ2262                         *CURRENT SURVEY CONTROL
 GZ2262  ___________________________________________________________________
 GZ2262* NAD 83(1986)-  37 07 32.     (N)    085 59 14.     (W)     SCALED    
 GZ2262* NAVD 88     -       211.095  (meters)     692.57   (feet)  ADJUSTED  
 GZ2262  ___________________________________________________________________
 GZ2262  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GZ2262  DYNAMIC HT  -         210.927 (meters)     692.02  (feet)  COMP
 GZ2262  MODELED GRAV-     979,829.3   (mgal)                       NAVD 88
 GZ2262
 GZ2262  VERT ORDER  -  SECOND    CLASS 0
 GZ2262
 GZ2262.The horizontal coordinates were scaled from a topographic map and have
 GZ2262.an estimated accuracy of +/- 6 seconds.
 GZ2262
 GZ2262.The orthometric height was determined by differential leveling
 GZ2262.and adjusted by the National Geodetic Survey in June 1991..
 GZ2262
 GZ2262.The geoid height was determined by GEOID03.
 GZ2262
 GZ2262.The dynamic height is computed by dividing the NAVD 88
 GZ2262.geopotential number by the normal gravity value computed on the
 GZ2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2262.degrees latitude (g = 980.6199 gals.).
 GZ2262
 GZ2262.The modeled gravity was interpolated from observed gravity values.
 GZ2262
 GZ2262;                    North         East    Units  Estimated Accuracy
 GZ2262;SPC KY1Z     - 1,087,950.    1,478,920.      MT  (+/- 180 meters Scaled)
 GZ2262
 GZ2262                          SUPERSEDED SURVEY CONTROL
 GZ2262
 GZ2262  NGVD 29 (??/??/92)  211.210  (m)          692.94   (f) ADJ UNCH    2 0
 GZ2262
 GZ2262.Superseded values are not recommended for survey control.
 GZ2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2262.See file dsdata.txt to determine how the superseded data were derived.
 GZ2262
 GZ2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG899092(NAD 83)
 GZ2262_MARKER: DD = SURVEY DISK
 GZ2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2262_STAMPING: I65-L17-1964
 GZ2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2262+STABILITY: SURFACE MOTION
 GZ2262
 GZ2262  HISTORY     - Date     Condition        Report By
 GZ2262  HISTORY     - 1964     MONUMENTED       PAS
 GZ2262
 GZ2262                          STATION DESCRIPTION
 GZ2262
 GZ2262'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GZ2262'1.8 MI NW FROM CAVE CITY.
 GZ2262'MARK IS LOCATED ABOUT 1.75 MILES WEST ALONG U.S. HIGHWAY 31W FROM
 GZ2262'THE POST OFFICE IN CAVE CITY TO JUNCTION WITH BARREN COUNTY
 GZ2262'ROAD 611 NORTH, THENCE ALONG BARREN COUNTY ROAD 611 FOR 0.80
 GZ2262'MILE, ABOUT 0.45 MILE NORTH OF LOUISVILLE AND NASHVILLE RAILROAD
 GZ2262'CROSSING AT A FARM ROAD JUNCTION, 33.0 FEET SOUTH OF A 12 INCH
 GZ2262'WALNUT TREE AND 2.5 FEET EAST OF A METAL WITNESS POST AND SIGN.
 GZ2262'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF A
 GZ2262'CONCRETE POST PROJECTING 3 INCHES AND STAMPED I65-L17-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2261 ***********************************************************************
 GZ2261  DESIGNATION -  I65 L 18
 GZ2261  PID         -  GZ2261
 GZ2261  STATE/COUNTY-  KY/BARREN
 GZ2261  USGS QUAD   -  HORSE CAVE (1966)
 GZ2261
 GZ2261                         *CURRENT SURVEY CONTROL
 GZ2261  ___________________________________________________________________
 GZ2261* NAD 83(1986)-  37 08 08.     (N)    085 59 12.     (W)     SCALED    
 GZ2261* NAVD 88     -       225.527  (meters)     739.92   (feet)  ADJUSTED  
 GZ2261  ___________________________________________________________________
 GZ2261  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GZ2261  DYNAMIC HT  -         225.348 (meters)     739.33  (feet)  COMP
 GZ2261  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 GZ2261
 GZ2261  VERT ORDER  -  SECOND    CLASS 0
 GZ2261
 GZ2261.The horizontal coordinates were scaled from a topographic map and have
 GZ2261.an estimated accuracy of +/- 6 seconds.
 GZ2261
 GZ2261.The orthometric height was determined by differential leveling
 GZ2261.and adjusted by the National Geodetic Survey in June 1991..
 GZ2261
 GZ2261.The geoid height was determined by GEOID03.
 GZ2261
 GZ2261.The dynamic height is computed by dividing the NAVD 88
 GZ2261.geopotential number by the normal gravity value computed on the
 GZ2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2261.degrees latitude (g = 980.6199 gals.).
 GZ2261
 GZ2261.The modeled gravity was interpolated from observed gravity values.
 GZ2261
 GZ2261;                    North         East    Units  Estimated Accuracy
 GZ2261;SPC KY1Z     - 1,089,060.    1,478,970.      MT  (+/- 180 meters Scaled)
 GZ2261
 GZ2261                          SUPERSEDED SURVEY CONTROL
 GZ2261
 GZ2261  NGVD 29 (??/??/92)  225.64   (m)          740.3    (f) COMPUTED    2 0
 GZ2261
 GZ2261.Superseded values are not recommended for survey control.
 GZ2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2261.See file dsdata.txt to determine how the superseded data were derived.
 GZ2261
 GZ2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG900103(NAD 83)
 GZ2261_MARKER: DD = SURVEY DISK
 GZ2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2261_STAMPING: I65-L18-1964
 GZ2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2261+STABILITY: SURFACE MOTION
 GZ2261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2261+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 GZ2261
 GZ2261  HISTORY     - Date     Condition        Report By
 GZ2261  HISTORY     - 1964     MONUMENTED       PAS
 GZ2261  HISTORY     - 20040221 GOOD             NGS
 GZ2261
 GZ2261                          STATION DESCRIPTION
 GZ2261
 GZ2261'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GZ2261'1.8 MI SW FROM CAVE CITY.
 GZ2261'MARK IS LOCATED ABOUT 1.80 MILES SOUTHWEST ALONG STATE HIGHWAY
 GZ2261'70 FROM THE U.S. POST OFFICE IN CAVE CITY, KENTUCKY, 51.0 FEET
 GZ2261'SOUTHWEST OF ROAD INTERSECTION, 36.0 FEET SOUTH OF CENTER OF
 GZ2261'STATE HIGHWAY 70, 12.5 FEET NORTHEAST OF FENCE CORNER AND 3.0
 GZ2261'FEET NORTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GZ2261'OF HIGHWAYS SURVEY TABLET SET IN TOP OF A CONCRETE POST
 GZ2261'PROJECTING 3 INCHES AND STAMPED I65-L18-1964.
 GZ2261
 GZ2261                          STATION RECOVERY (2004)
 GZ2261
 GZ2261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JRM)
 GZ2261'CHANGE FROM ORIGINAL DESCRIPTION - FENCE IS GONE.
 GZ2261' 
 GZ2261'ADDITIONAL TO REACH INFORMATION - MARK IS 2/10 MILE W ALONG SR 70 FROM
 GZ2261'INTERSECTION WITH CLINES RD ON S SIDE OF HIGHWAY, 34 FT WNW OF 15 FT
 GZ2261'METAL SIGN POLE FOR A MAMMOTH CAVE GIFT SHOP, 25 FT S OF EDGE OF
 GZ2261'PAVEMENT.
 GZ2261' 
 GZ2261'MARK IS SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2263 ***********************************************************************
 GZ2263  DESIGNATION -  I65 L 19
 GZ2263  PID         -  GZ2263
 GZ2263  STATE/COUNTY-  KY/BARREN
 GZ2263  USGS QUAD   -  HORSE CAVE (1966)
 GZ2263
 GZ2263                         *CURRENT SURVEY CONTROL
 GZ2263  ___________________________________________________________________
 GZ2263* NAD 83(1986)-  37 08 59.     (N)    085 58 58.     (W)     SCALED    
 GZ2263* NAVD 88     -       203.993  (meters)     669.27   (feet)  ADJUSTED  
 GZ2263  ___________________________________________________________________
 GZ2263  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GZ2263  DYNAMIC HT  -         203.831 (meters)     668.74  (feet)  COMP
 GZ2263  MODELED GRAV-     979,830.7   (mgal)                       NAVD 88
 GZ2263
 GZ2263  VERT ORDER  -  SECOND    CLASS 0
 GZ2263
 GZ2263.The horizontal coordinates were scaled from a topographic map and have
 GZ2263.an estimated accuracy of +/- 6 seconds.
 GZ2263
 GZ2263.The orthometric height was determined by differential leveling
 GZ2263.and adjusted by the National Geodetic Survey in June 1991..
 GZ2263
 GZ2263.The geoid height was determined by GEOID03.
 GZ2263
 GZ2263.The dynamic height is computed by dividing the NAVD 88
 GZ2263.geopotential number by the normal gravity value computed on the
 GZ2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2263.degrees latitude (g = 980.6199 gals.).
 GZ2263
 GZ2263.The modeled gravity was interpolated from observed gravity values.
 GZ2263
 GZ2263;                    North         East    Units  Estimated Accuracy
 GZ2263;SPC KY1Z     - 1,090,630.    1,479,320.      MT  (+/- 180 meters Scaled)
 GZ2263
 GZ2263                          SUPERSEDED SURVEY CONTROL
 GZ2263
 GZ2263  NGVD 29 (??/??/92)  204.109  (m)          669.65   (f) ADJ UNCH    2 0
 GZ2263
 GZ2263.Superseded values are not recommended for survey control.
 GZ2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2263.See file dsdata.txt to determine how the superseded data were derived.
 GZ2263
 GZ2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG903119(NAD 83)
 GZ2263_MARKER: DD = SURVEY DISK
 GZ2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2263_STAMPING: I65-L19-1964
 GZ2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2263+STABILITY: SURFACE MOTION
 GZ2263
 GZ2263  HISTORY     - Date     Condition        Report By
 GZ2263  HISTORY     - 1964     MONUMENTED       PAS
 GZ2263
 GZ2263                          STATION DESCRIPTION
 GZ2263
 GZ2263'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GZ2263'1.6 MI NE FROM CAVE CITY.
 GZ2263'MARK IS LOCATED ABOUT 0.25 MILE NORTHEAST ALONG KENTUCKY STATE
 GZ2263'HIGHWAY 70 FROM THE POST OFFICE IN CAVE CITY, KENTUCKY TO
 GZ2263'JUNCTION WITH RAILROAD AVENUE, THENCE 0.05 MILE NORTHWEST TO
 GZ2263'JUNCTION WITH GRINSTEAD MILL ROAD, THENCE ABOUT 1.60 MILES
 GZ2263'NORTHWEST ALONG GRINSTEAD MILL ROAD TO A PRIVATE DRIVE SOUTHWEST,
 GZ2263'THENCE ABOUT 0.75 MILE SOUTHWEST ALONG PRIVATE DRIVE, 49.0
 GZ2263'FEET NORTHWEST OF NORTHWEST CORNER OF FRAME HOUSE, 32.0 FEET
 GZ2263'NORTHWEST OF NORTHWEST CORNER OF CONCRETE BLOCK PUMP HOUSE, 30.5
 GZ2263'FEET EAST OF POWER POLE WITH TRANSFORMER AND 2.5 FEET EAST OF A
 GZ2263'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ2263'SURVEY TABLET SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GZ2263'AND STAMPED I65-L19-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0261 ***********************************************************************
 HA0261  DESIGNATION -  I65 L 2
 HA0261  PID         -  HA0261
 HA0261  STATE/COUNTY-  KY/WARREN
 HA0261  USGS QUAD   -  SMITHS GROVE (1994)
 HA0261
 HA0261                         *CURRENT SURVEY CONTROL
 HA0261  ___________________________________________________________________
 HA0261* NAD 83(1986)-  37 02 13.     (N)    086 13 27.     (W)     SCALED    
 HA0261* NAVD 88     -       182.699  (meters)     599.40   (feet)  ADJUSTED  
 HA0261  ___________________________________________________________________
 HA0261  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HA0261  DYNAMIC HT  -         182.557 (meters)     598.94  (feet)  COMP
 HA0261  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 HA0261
 HA0261  VERT ORDER  -  SECOND    CLASS 0
 HA0261
 HA0261.The horizontal coordinates were scaled from a topographic map and have
 HA0261.an estimated accuracy of +/- 6 seconds.
 HA0261
 HA0261.The orthometric height was determined by differential leveling
 HA0261.and adjusted by the National Geodetic Survey in June 1991..
 HA0261
 HA0261.The geoid height was determined by GEOID03.
 HA0261
 HA0261.The dynamic height is computed by dividing the NAVD 88
 HA0261.geopotential number by the normal gravity value computed on the
 HA0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0261.degrees latitude (g = 980.6199 gals.).
 HA0261
 HA0261.The modeled gravity was interpolated from observed gravity values.
 HA0261
 HA0261;                    North         East    Units  Estimated Accuracy
 HA0261;SPC KY1Z     - 1,078,200.    1,457,810.      MT  (+/- 180 meters Scaled)
 HA0261
 HA0261                          SUPERSEDED SURVEY CONTROL
 HA0261
 HA0261  NGVD 29 (??/??/92)  182.817  (m)          599.79   (f) ADJ UNCH    2 0
 HA0261
 HA0261.Superseded values are not recommended for survey control.
 HA0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0261.See file dsdata.txt to determine how the superseded data were derived.
 HA0261
 HA0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF689992(NAD 83)
 HA0261_MARKER: DD = SURVEY DISK
 HA0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0261_STAMPING: I65-L2-1964
 HA0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0261+STABILITY: SURFACE MOTION
 HA0261
 HA0261  HISTORY     - Date     Condition        Report By
 HA0261  HISTORY     - 1964     MONUMENTED       PAS
 HA0261
 HA0261                          STATION DESCRIPTION
 HA0261
 HA0261'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0261'1.5 MI SE FROM OAKLAND.
 HA0261'MARK IS LOCATED ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 179
 HA0261'FROM THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT OAKLAND
 HA0261'TO JUNCTION WITH U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE
 HA0261'1.4 MILES EAST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80 TO
 HA0261'PRIVATE DRIVE NORTH, THENCE 0.25 MILE NORTH ALONG DRIVE, 62.5
 HA0261'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BARN, 31.0 FEET WEST
 HA0261'OF POWER POLE WITH TRANSFORMER, 23.5 FEET NORTHWEST OF CENTER
 HA0261'OF LANE AT GATE, 1.6 FEET SOUTHEAST OF SOUTHEAST CORNER OF A
 HA0261'TWO CAR GARAGE AND 1.0 FOOT SOUTHEAST OF METAL WITNESS POST AND
 HA0261'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 HA0261'TOP OF CONCRETE POST PROJECTING 3 INCHES AND STAMPED I65-L2-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2265 ***********************************************************************
 GZ2265  DESIGNATION -  I65 L 20 A
 GZ2265  PID         -  GZ2265
 GZ2265  STATE/COUNTY-  KY/BARREN
 GZ2265  USGS QUAD   -  HORSE CAVE (1966)
 GZ2265
 GZ2265                         *CURRENT SURVEY CONTROL
 GZ2265  ___________________________________________________________________
 GZ2265* NAD 83(1986)-  37 09 26.     (N)    085 58 16.     (W)     SCALED    
 GZ2265* NAVD 88     -       210.20   (meters)     689.6    (feet)  RESET     
 GZ2265  ___________________________________________________________________
 GZ2265  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GZ2265
 GZ2265  VERT ORDER  -  THIRD
 GZ2265
 GZ2265.The horizontal coordinates were scaled from a topographic map and have
 GZ2265.an estimated accuracy of +/- 6 seconds.
 GZ2265
 GZ2265.The orthometric height was computed from unverified reset data.
 GZ2265.No vertical observational check was made to the station.
 GZ2265
 GZ2265.The geoid height was determined by GEOID03.
 GZ2265
 GZ2265;                    North         East    Units  Estimated Accuracy
 GZ2265;SPC KY1Z     - 1,091,460.    1,480,360.      MT  (+/- 180 meters Scaled)
 GZ2265
 GZ2265                          SUPERSEDED SURVEY CONTROL
 GZ2265
 GZ2265  NGVD 29 (10/08/05)  210.32   (m)          690.0    (f) RESET       3  
 GZ2265
 GZ2265.Superseded values are not recommended for survey control.
 GZ2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2265.See file dsdata.txt to determine how the superseded data were derived.
 GZ2265
 GZ2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG913128(NAD 83)
 GZ2265_MARKER: DD = SURVEY DISK
 GZ2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2265_STAMPING: I 65-L 20-A 1966
 GZ2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2265+STABILITY: SURFACE MOTION
 GZ2265
 GZ2265  HISTORY     - Date     Condition        Report By
 GZ2265  HISTORY     - 1966     MONUMENTED       KYHD
 GZ2265
 GZ2265                          STATION DESCRIPTION
 GZ2265
 GZ2265'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GZ2265'1.9 MI NW FROM CAVE CITY.
 GZ2265'ABOUT 0.25 MILE NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST
 GZ2265'OFFICE AT CAVE CITY TO JUNCTION WITH RAILROAD AVENUE, THENCE
 GZ2265'0.05 MILE NORTHWEST TO THE JUNCTION WITH GRINSTEAD ROAD, THENCE
 GZ2265'ABOUT 1.5 MILES NORTHWEST ALONG GRINSTEAD MILL ROAD TO INTERSTATE
 GZ2265'65 FRONTAGE ROAD, THENCE NORTH ALONG FRONTAGE ROAD FOR 0.1 MILE,
 GZ2265'47 FEET EAST OF THE CENTER LINE OF FRONTAGE ROAD, 4 FEET EAST OF
 GZ2265'A POWER POLE, 23 FEET SOUTH OF A 12-INCH OAK TREE, 54 FEET
 GZ2265'NORTHWEST OF A 15-INCH OAK TREE, 2.5 FEET NORTHWEST OF A METAL
 GZ2265'WITNESS POST AND SIGN AND SET IN THE TOP OF A CONCRETE POST
 GZ2265'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2267 ***********************************************************************
 GZ2267  DESIGNATION -  I65 L 21
 GZ2267  PID         -  GZ2267
 GZ2267  STATE/COUNTY-  KY/BARREN
 GZ2267  USGS QUAD   -  HORSE CAVE (1966)
 GZ2267
 GZ2267                         *CURRENT SURVEY CONTROL
 GZ2267  ___________________________________________________________________
 GZ2267* NAD 83(1986)-  37 08 48.     (N)    085 57 56.     (W)     SCALED    
 GZ2267* NAVD 88     -       199.879  (meters)     655.77   (feet)  ADJUSTED  
 GZ2267  ___________________________________________________________________
 GZ2267  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GZ2267  DYNAMIC HT  -         199.720 (meters)     655.25  (feet)  COMP
 GZ2267  MODELED GRAV-     979,832.4   (mgal)                       NAVD 88
 GZ2267
 GZ2267  VERT ORDER  -  SECOND    CLASS 0
 GZ2267
 GZ2267.The horizontal coordinates were scaled from a topographic map and have
 GZ2267.an estimated accuracy of +/- 6 seconds.
 GZ2267
 GZ2267.The orthometric height was determined by differential leveling
 GZ2267.and adjusted by the National Geodetic Survey in June 1991..
 GZ2267
 GZ2267.The geoid height was determined by GEOID03.
 GZ2267
 GZ2267.The dynamic height is computed by dividing the NAVD 88
 GZ2267.geopotential number by the normal gravity value computed on the
 GZ2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2267.degrees latitude (g = 980.6199 gals.).
 GZ2267
 GZ2267.The modeled gravity was interpolated from observed gravity values.
 GZ2267
 GZ2267;                    North         East    Units  Estimated Accuracy
 GZ2267;SPC KY1Z     - 1,090,290.    1,480,850.      MT  (+/- 180 meters Scaled)
 GZ2267
 GZ2267                          SUPERSEDED SURVEY CONTROL
 GZ2267
 GZ2267  NGVD 29 (??/??/92)  199.996  (m)          656.15   (f) ADJ UNCH    2 0
 GZ2267
 GZ2267.Superseded values are not recommended for survey control.
 GZ2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2267.See file dsdata.txt to determine how the superseded data were derived.
 GZ2267
 GZ2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG918116(NAD 83)
 GZ2267_MARKER: DD = SURVEY DISK
 GZ2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2267_STAMPING: I65-L21-1964
 GZ2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2267+STABILITY: SURFACE MOTION
 GZ2267
 GZ2267  HISTORY     - Date     Condition        Report By
 GZ2267  HISTORY     - 1964     MONUMENTED       PAS
 GZ2267
 GZ2267                          STATION DESCRIPTION
 GZ2267
 GZ2267'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GZ2267'0.9 MI NW FROM CAVE CITY.
 GZ2267'MARK IS LOCATED ABOUT 0.25 MILE NORTHWEST ALONG STATE HIGHWAY
 GZ2267'70 FROM THE POST OFFICE IN CAVE CITY, KENTUCKY TO JUNCTION WITH
 GZ2267'RAILROAD AVENUE, THENCE 0.05 MILE NORTHWEST TO JUNCTION WITH
 GZ2267'GRINSTEAD MILL ROAD, THENCE ABOUT 0.55 MILE NORTHWEST ALONG
 GZ2267'GRINSTEAD MILL ROAD TO T-ROAD NORTH, 148 FEET NORTHEAST OF
 GZ2267'T-ROAD INTERSECTION, 38.0 FEET SOUTHEAST OF CENTER OF GRAVEL
 GZ2267'ROAD, 22.0 FEET SOUTHEAST OF FENCE CORNER AND 1.5 FEET SOUTHWEST
 GZ2267'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 GZ2267'HIGHWAYS SURVEY TABLET SET IN TOP OF A CONCRETE POST PROJECTING
 GZ2267'3 INCHES AND STAMPED I65-L21-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2268 ***********************************************************************
 GZ2268  DESIGNATION -  I65 L 22
 GZ2268  PID         -  GZ2268
 GZ2268  STATE/COUNTY-  KY/HART
 GZ2268  USGS QUAD   -  HORSE CAVE (1966)
 GZ2268
 GZ2268                         *CURRENT SURVEY CONTROL
 GZ2268  ___________________________________________________________________
 GZ2268* NAD 83(1986)-  37 09 27.     (N)    085 57 27.     (W)     SCALED    
 GZ2268* NAVD 88     -       212.893  (meters)     698.47   (feet)  ADJUSTED  
 GZ2268  ___________________________________________________________________
 GZ2268  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GZ2268  DYNAMIC HT  -         212.725 (meters)     697.92  (feet)  COMP
 GZ2268  MODELED GRAV-     979,834.5   (mgal)                       NAVD 88
 GZ2268
 GZ2268  VERT ORDER  -  SECOND    CLASS 0
 GZ2268
 GZ2268.The horizontal coordinates were scaled from a topographic map and have
 GZ2268.an estimated accuracy of +/- 6 seconds.
 GZ2268
 GZ2268.The orthometric height was determined by differential leveling
 GZ2268.and adjusted by the National Geodetic Survey in June 1991..
 GZ2268
 GZ2268.The geoid height was determined by GEOID03.
 GZ2268
 GZ2268.The dynamic height is computed by dividing the NAVD 88
 GZ2268.geopotential number by the normal gravity value computed on the
 GZ2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2268.degrees latitude (g = 980.6199 gals.).
 GZ2268
 GZ2268.The modeled gravity was interpolated from observed gravity values.
 GZ2268
 GZ2268;                    North         East    Units  Estimated Accuracy
 GZ2268;SPC KY1Z     - 1,091,490.    1,481,570.      MT  (+/- 180 meters Scaled)
 GZ2268
 GZ2268                          SUPERSEDED SURVEY CONTROL
 GZ2268
 GZ2268  NGVD 29 (??/??/92)  213.011  (m)          698.85   (f) ADJ UNCH    2 0
 GZ2268
 GZ2268.Superseded values are not recommended for survey control.
 GZ2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2268.See file dsdata.txt to determine how the superseded data were derived.
 GZ2268
 GZ2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG925128(NAD 83)
 GZ2268_MARKER: DD = SURVEY DISK
 GZ2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2268_STAMPING: I65-L22-1964
 GZ2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2268+STABILITY: SURFACE MOTION
 GZ2268
 GZ2268  HISTORY     - Date     Condition        Report By
 GZ2268  HISTORY     - 1964     MONUMENTED       PAS
 GZ2268
 GZ2268                          STATION DESCRIPTION
 GZ2268
 GZ2268'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GZ2268'1.4 MI N FROM CAVE CITY.
 GZ2268'MARK IS LOCATED ABOUT 0.25 MILE NORTHWEST ALONG STATE HIGHWAY
 GZ2268'70 FROM THE POST OFFICE IN CAVE CITY, KENTUCKY TO JUNCTION
 GZ2268'WITH RAILROAD AVENUE, THENCE 0.05 MILE NORTHWEST TO JUNCTION
 GZ2268'WITH GRINSTEAD MILL ROAD, THENCE ABOUT 0.55 MILE NORTHWEST ALONG
 GZ2268'GRINSTEAD MILL ROAD TO T-ROAD NORTH, THENCE ABOUT 0.9 MILE
 GZ2268'NORTH ALONG GRAVEL ROAD, 37.5 FEET EAST OF EAST CORNER OF A ONE
 GZ2268'STORY FRAME HOUSE, 35.5 FEET WEST OF CENTER OF GRAVEL ROAD AND
 GZ2268'1.9 FEET SOUTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GZ2268'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF A CONCRETE
 GZ2268'POST AND PROJECTING 3 INCHES AND STAMPED I65-L22-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2269 ***********************************************************************
 GZ2269  DESIGNATION -  I65 L 23
 GZ2269  PID         -  GZ2269
 GZ2269  STATE/COUNTY-  KY/HART
 GZ2269  USGS QUAD   -  HORSE CAVE (1966)
 GZ2269
 GZ2269                         *CURRENT SURVEY CONTROL
 GZ2269  ___________________________________________________________________
 GZ2269* NAD 83(1986)-  37 10 08.     (N)    085 56 55.     (W)     SCALED    
 GZ2269* NAVD 88     -       272.826  (meters)     895.10   (feet)  ADJUSTED  
 GZ2269  ___________________________________________________________________
 GZ2269  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GZ2269  DYNAMIC HT  -         272.611 (meters)     894.39  (feet)  COMP
 GZ2269  MODELED GRAV-     979,837.0   (mgal)                       NAVD 88
 GZ2269
 GZ2269  VERT ORDER  -  SECOND    CLASS 0
 GZ2269
 GZ2269.The horizontal coordinates were scaled from a topographic map and have
 GZ2269.an estimated accuracy of +/- 6 seconds.
 GZ2269
 GZ2269.The orthometric height was determined by differential leveling
 GZ2269.and adjusted by the National Geodetic Survey in June 1991..
 GZ2269
 GZ2269.The geoid height was determined by GEOID03.
 GZ2269
 GZ2269.The dynamic height is computed by dividing the NAVD 88
 GZ2269.geopotential number by the normal gravity value computed on the
 GZ2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2269.degrees latitude (g = 980.6199 gals.).
 GZ2269
 GZ2269.The modeled gravity was interpolated from observed gravity values.
 GZ2269
 GZ2269;                    North         East    Units  Estimated Accuracy
 GZ2269;SPC KY1Z     - 1,092,750.    1,482,360.      MT  (+/- 180 meters Scaled)
 GZ2269
 GZ2269                          SUPERSEDED SURVEY CONTROL
 GZ2269
 GZ2269  NGVD 29 (??/??/92)  272.945  (m)          895.49   (f) ADJ UNCH    2 0
 GZ2269
 GZ2269.Superseded values are not recommended for survey control.
 GZ2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2269.See file dsdata.txt to determine how the superseded data were derived.
 GZ2269
 GZ2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG933141(NAD 83)
 GZ2269_MARKER: DD = SURVEY DISK
 GZ2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2269_STAMPING: I65-L23-1964
 GZ2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2269+STABILITY: SURFACE MOTION
 GZ2269
 GZ2269  HISTORY     - Date     Condition        Report By
 GZ2269  HISTORY     - 1964     MONUMENTED       PAS
 GZ2269
 GZ2269                          STATION DESCRIPTION
 GZ2269
 GZ2269'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GZ2269'2.4 MI N FROM CAVE CITY.
 GZ2269'MARK IS LOCATED ABOUT 0.25 MILE NORTHWEST ALONG STATE HIGHWAY 70
 GZ2269'FROM THE POST OFFICE IN CAVE CITY, KENTUCKY TO JUNCTION WITH
 GZ2269'RAILROAD AVENUE, THENCE 0.05 MILE NORTHWEST TO JUNCTION WITH
 GZ2269'GRINSTEAD MILL ROAD, THENCE 0.55 MILE NORTHWEST ALONG GRINSTEAD
 GZ2269'MILL ROAD TO T-ROAD NORTH, THENCE ABOUT 1.9 MILES NORTH ALONG
 GZ2269'GRAVEL ROAD, 88.0 FEET NORTHWEST OF CENTER OF ROAD AND DRIVE,
 GZ2269'79.0 FEET WEST OF WEST CORNER OF HOUSE, 45.5 FEET WEST OF A
 GZ2269'24 INCH OAK TREE, 44.0 FEET NORTHEAST OF CENTER OF ROAD, 22.5
 GZ2269'FEET SOUTHWEST OF AN 18 INCH HICKORY TREE, 2.4 FEET SOUTHEAST
 GZ2269'OF A FENCE AND 2.0 FEET SOUTHEAST OF A METAL WITNESS POST AND
 GZ2269'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 GZ2269'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND STAMPED
 GZ2269'I65-L23-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2270 ***********************************************************************
 GZ2270  DESIGNATION -  I65 L 24
 GZ2270  PID         -  GZ2270
 GZ2270  STATE/COUNTY-  KY/HART
 GZ2270  USGS QUAD   -  HORSE CAVE (1966)
 GZ2270
 GZ2270                         *CURRENT SURVEY CONTROL
 GZ2270  ___________________________________________________________________
 GZ2270* NAD 83(1986)-  37 10 47.     (N)    085 56 49.     (W)     SCALED    
 GZ2270* NAVD 88     -       216.310  (meters)     709.68   (feet)  ADJUSTED  
 GZ2270  ___________________________________________________________________
 GZ2270  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GZ2270  DYNAMIC HT  -         216.140 (meters)     709.12  (feet)  COMP
 GZ2270  MODELED GRAV-     979,838.7   (mgal)                       NAVD 88
 GZ2270
 GZ2270  VERT ORDER  -  SECOND    CLASS 0
 GZ2270
 GZ2270.The horizontal coordinates were scaled from a topographic map and have
 GZ2270.an estimated accuracy of +/- 6 seconds.
 GZ2270
 GZ2270.The orthometric height was determined by differential leveling
 GZ2270.and adjusted by the National Geodetic Survey in June 1991..
 GZ2270
 GZ2270.The geoid height was determined by GEOID03.
 GZ2270
 GZ2270.The dynamic height is computed by dividing the NAVD 88
 GZ2270.geopotential number by the normal gravity value computed on the
 GZ2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2270.degrees latitude (g = 980.6199 gals.).
 GZ2270
 GZ2270.The modeled gravity was interpolated from observed gravity values.
 GZ2270
 GZ2270;                    North         East    Units  Estimated Accuracy
 GZ2270;SPC KY1Z     - 1,093,960.    1,482,510.      MT  (+/- 180 meters Scaled)
 GZ2270
 GZ2270                          SUPERSEDED SURVEY CONTROL
 GZ2270
 GZ2270  NGVD 29 (??/??/92)  216.429  (m)          710.07   (f) ADJ UNCH    2 0
 GZ2270
 GZ2270.Superseded values are not recommended for survey control.
 GZ2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2270.See file dsdata.txt to determine how the superseded data were derived.
 GZ2270
 GZ2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG934153(NAD 83)
 GZ2270_MARKER: DD = SURVEY DISK
 GZ2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2270_STAMPING: I65-L24-1964
 GZ2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2270+STABILITY: SURFACE MOTION
 GZ2270
 GZ2270  HISTORY     - Date     Condition        Report By
 GZ2270  HISTORY     - 1964     MONUMENTED       PAS
 GZ2270
 GZ2270                          STATION DESCRIPTION
 GZ2270
 GZ2270'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GZ2270'2.9 MI N FROM CAVE CITY.
 GZ2270'MARK IS LOCATED ABOUT 0.25 MILE NORTHWEST ALONG STATE HIGHWAY 70
 GZ2270'FROM THE POST OFFICE IN CAVE CITY, KENTUCKY TO JUNCTION WITH
 GZ2270'RAILROAD AVENUE, THENCE 0.05 MILE NORTHWEST TO JUNCTION WITH
 GZ2270'GRINSTEAD MILL ROAD, THENCE ABOUT 0.55 MILE NORTHWEST ALONG
 GZ2270'GRINSTEAD MILL ROAD TO T-ROAD NORTH, THENCE ABOUT 3.00 MILES
 GZ2270'NORTH ALONG GRAVEL ROAD, 38 FEET WEST OF CENTER OF ROAD AND
 GZ2270'DRIVE, 21 FEET SOUTHWEST OF CENTER OF DRIVE AND 1.5 FEET
 GZ2270'SOUTHEAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GZ2270'OF HIGHWAYS SURVEY TABLET SET IN TOP OF A CONCRETE POST
 GZ2270'PROJECTING 4 INCHES AND STAMPED I65-L24-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2271 ***********************************************************************
 GZ2271  DESIGNATION -  I65 L 25
 GZ2271  PID         -  GZ2271
 GZ2271  STATE/COUNTY-  KY/HART
 GZ2271  USGS QUAD   -  HORSE CAVE (1966)
 GZ2271
 GZ2271                         *CURRENT SURVEY CONTROL
 GZ2271  ___________________________________________________________________
 GZ2271* NAD 83(1986)-  37 10 58.     (N)    085 55 52.     (W)     SCALED    
 GZ2271* NAVD 88     -       256.507  (meters)     841.56   (feet)  ADJUSTED  
 GZ2271  ___________________________________________________________________
 GZ2271  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GZ2271  DYNAMIC HT  -         256.306 (meters)     840.90  (feet)  COMP
 GZ2271  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 GZ2271
 GZ2271  VERT ORDER  -  SECOND    CLASS 0
 GZ2271
 GZ2271.The horizontal coordinates were scaled from a topographic map and have
 GZ2271.an estimated accuracy of +/- 6 seconds.
 GZ2271
 GZ2271.The orthometric height was determined by differential leveling
 GZ2271.and adjusted by the National Geodetic Survey in June 1991..
 GZ2271
 GZ2271.The geoid height was determined by GEOID03.
 GZ2271
 GZ2271.The dynamic height is computed by dividing the NAVD 88
 GZ2271.geopotential number by the normal gravity value computed on the
 GZ2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2271.degrees latitude (g = 980.6199 gals.).
 GZ2271
 GZ2271.The modeled gravity was interpolated from observed gravity values.
 GZ2271
 GZ2271;                    North         East    Units  Estimated Accuracy
 GZ2271;SPC KY1Z     - 1,094,290.    1,483,920.      MT  (+/- 180 meters Scaled)
 GZ2271
 GZ2271                          SUPERSEDED SURVEY CONTROL
 GZ2271
 GZ2271  NGVD 29 (??/??/92)  256.626  (m)          841.95   (f) ADJ UNCH    2 0
 GZ2271
 GZ2271.Superseded values are not recommended for survey control.
 GZ2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2271.See file dsdata.txt to determine how the superseded data were derived.
 GZ2271
 GZ2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG948156(NAD 83)
 GZ2271_MARKER: DD = SURVEY DISK
 GZ2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2271_STAMPING: I65-L25-1964
 GZ2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2271+STABILITY: SURFACE MOTION
 GZ2271
 GZ2271  HISTORY     - Date     Condition        Report By
 GZ2271  HISTORY     - 1964     MONUMENTED       PAS
 GZ2271
 GZ2271                          STATION DESCRIPTION
 GZ2271
 GZ2271'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GZ2271'3.4 MI NE FROM CAVE CITY.
 GZ2271'MARK IS LOCATED ABOUT 0.25 MILE NORTHWEST ALONG STATE HIGHWAY 70
 GZ2271'FROM THE POST OFFICE IN CAVE CITY, KENTUCKY TO JUNCTION WITH
 GZ2271'RAILROAD AVENUE, THENCE 0.05 MILE NORTHWEST TO JUNCTION WITH
 GZ2271'GRINSTEAD MILL ROAD, THENCE ABOUT 0.55 MILE NORTHWEST ALONG
 GZ2271'GRINSTEAD MILL ROAD TO T-ROAD NORTH, THENCE ABOUT 4.1 MILES
 GZ2271'NORTH ALONG GRAVEL ROAD, 22.5 FEET SOUTHEAST OF CENTER OF GRAVEL
 GZ2271'ROAD, 12.0 FEET NORTHWEST OF A 12 INCH OAK TREE, 11.0 FEET SOUTH
 GZ2271'OF A 10 INCH OAK TREE, 2.0 FEET NORTHWEST OF METAL WITNESS POST
 GZ2271'AND SIGN AND ABOUT 3 FEET HIGHER THAN ROAD.  A KENTUCKY
 GZ2271'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF A CONCRETE
 GZ2271'POST PROJECTING 3 INCHES AND STAMPED I65-L25-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2272 ***********************************************************************
 GZ2272  DESIGNATION -  I65 L 26
 GZ2272  PID         -  GZ2272
 GZ2272  STATE/COUNTY-  KY/HART
 GZ2272  USGS QUAD   -  HORSE CAVE (1966)
 GZ2272
 GZ2272                         *CURRENT SURVEY CONTROL
 GZ2272  ___________________________________________________________________
 GZ2272* NAD 83(1986)-  37 11 31.     (N)    085 55 31.     (W)     SCALED    
 GZ2272* NAVD 88     -       198.180  (meters)     650.20   (feet)  ADJUSTED  
 GZ2272  ___________________________________________________________________
 GZ2272  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GZ2272  DYNAMIC HT  -         198.025 (meters)     649.69  (feet)  COMP
 GZ2272  MODELED GRAV-     979,843.3   (mgal)                       NAVD 88
 GZ2272
 GZ2272  VERT ORDER  -  SECOND    CLASS 0
 GZ2272
 GZ2272.The horizontal coordinates were scaled from a topographic map and have
 GZ2272.an estimated accuracy of +/- 6 seconds.
 GZ2272
 GZ2272.The orthometric height was determined by differential leveling
 GZ2272.and adjusted by the National Geodetic Survey in June 1991..
 GZ2272
 GZ2272.The geoid height was determined by GEOID03.
 GZ2272
 GZ2272.The dynamic height is computed by dividing the NAVD 88
 GZ2272.geopotential number by the normal gravity value computed on the
 GZ2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2272.degrees latitude (g = 980.6199 gals.).
 GZ2272
 GZ2272.The modeled gravity was interpolated from observed gravity values.
 GZ2272
 GZ2272;                    North         East    Units  Estimated Accuracy
 GZ2272;SPC KY1Z     - 1,095,310.    1,484,440.      MT  (+/- 180 meters Scaled)
 GZ2272
 GZ2272                          SUPERSEDED SURVEY CONTROL
 GZ2272
 GZ2272  NGVD 29 (??/??/92)  198.298  (m)          650.58   (f) ADJ UNCH    2 0
 GZ2272
 GZ2272.Superseded values are not recommended for survey control.
 GZ2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2272.See file dsdata.txt to determine how the superseded data were derived.
 GZ2272
 GZ2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG953167(NAD 83)
 GZ2272_MARKER: DD = SURVEY DISK
 GZ2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2272_STAMPING: I65-L26-1964
 GZ2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2272+STABILITY: SURFACE MOTION
 GZ2272
 GZ2272  HISTORY     - Date     Condition        Report By
 GZ2272  HISTORY     - 1964     MONUMENTED       PAS
 GZ2272
 GZ2272                          STATION DESCRIPTION
 GZ2272
 GZ2272'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GZ2272'1.3 MI NE FROM HORSE CAVE.
 GZ2272'MARK IS LOCATED ABOUT 0.40 MILE WEST ALONG STATE HIGHWAY 218
 GZ2272'FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE HIGHWAY 218 TO
 GZ2272'JUNCTION OF STATE HIGHWAY 335, THENCE 1.1 MILES NORTHWEST ALONG
 GZ2272'STATE HIGHWAY 335, 26.5 FEET EAST OF CENTER OF STATE HIGHWAY 335,
 GZ2272'19 FEET NORTH OF CENTER OF DRIVE, 13 FEET WEST OF PRIVATE
 GZ2272'GASOLINE PUMP, 4.5 FEET NORTH OF POWER POLE WITH TRANSFORMER
 GZ2272'AND 3.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.  A KENTUCKY
 GZ2272'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF A CONCRETE
 GZ2272'POST PROJECTING 4 INCHES AND STAMPED I65-L26-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2273 ***********************************************************************
 GZ2273  DESIGNATION -  I65 L 27
 GZ2273  PID         -  GZ2273
 GZ2273  STATE/COUNTY-  KY/HART
 GZ2273  USGS QUAD   -  HORSE CAVE (1966)
 GZ2273
 GZ2273                         *CURRENT SURVEY CONTROL
 GZ2273  ___________________________________________________________________
 GZ2273* NAD 83(1986)-  37 12 15.     (N)    085 56 03.     (W)     SCALED    
 GZ2273* NAVD 88     -       190.179  (meters)     623.95   (feet)  ADJUSTED  
 GZ2273  ___________________________________________________________________
 GZ2273  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GZ2273  DYNAMIC HT  -         190.030 (meters)     623.46  (feet)  COMP
 GZ2273  MODELED GRAV-     979,844.1   (mgal)                       NAVD 88
 GZ2273
 GZ2273  VERT ORDER  -  SECOND    CLASS 0
 GZ2273
 GZ2273.The horizontal coordinates were scaled from a topographic map and have
 GZ2273.an estimated accuracy of +/- 6 seconds.
 GZ2273
 GZ2273.The orthometric height was determined by differential leveling
 GZ2273.and adjusted by the National Geodetic Survey in June 1991..
 GZ2273
 GZ2273.The geoid height was determined by GEOID03.
 GZ2273
 GZ2273.The dynamic height is computed by dividing the NAVD 88
 GZ2273.geopotential number by the normal gravity value computed on the
 GZ2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2273.degrees latitude (g = 980.6199 gals.).
 GZ2273
 GZ2273.The modeled gravity was interpolated from observed gravity values.
 GZ2273
 GZ2273;                    North         East    Units  Estimated Accuracy
 GZ2273;SPC KY1Z     - 1,096,670.    1,483,650.      MT  (+/- 180 meters Scaled)
 GZ2273
 GZ2273                          SUPERSEDED SURVEY CONTROL
 GZ2273
 GZ2273  NGVD 29 (??/??/92)  190.297  (m)          624.33   (f) ADJ UNCH    2 0
 GZ2273
 GZ2273.Superseded values are not recommended for survey control.
 GZ2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2273.See file dsdata.txt to determine how the superseded data were derived.
 GZ2273
 GZ2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG945180(NAD 83)
 GZ2273_MARKER: DD = SURVEY DISK
 GZ2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2273_STAMPING: I65-L27-1964
 GZ2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2273+STABILITY: SURFACE MOTION
 GZ2273
 GZ2273  HISTORY     - Date     Condition        Report By
 GZ2273  HISTORY     - 1964     MONUMENTED       PAS
 GZ2273
 GZ2273                          STATION DESCRIPTION
 GZ2273
 GZ2273'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GZ2273'2.3 MI NW FROM HORSE CAVE.
 GZ2273'MARK IS LOCATED ABOUT 0.40 MILE WEST ALONG STATE HIGHWAY 218 FROM
 GZ2273'JUNCTION OF U.S. HIGHWAY 31W AND STATE HIGHWAY 218 TO JUNCTION
 GZ2273'OF STATE HIGHWAY 335, THENCE 2.15 MILES NORTHWEST ALONG STATE
 GZ2273'HIGHWAY 335, THENCE ABOUT 0.10 MILE SOUTH OF THE ENTRANCE TO
 GZ2273'MAMMOTH ONYX CAVE, 42.5 FEET SOUTH OF A TELEPHONE POLE, 37.5
 GZ2273'FEET SOUTHWEST OF ROAD INTERSECTION, 31.0 FEET WEST OF CENTER
 GZ2273'OF HIGHWAY 335, 23.0 FEET SOUTH OF CENTER OF GRAVEL ROAD AND 2.0
 GZ2273'FEET WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GZ2273'OF HIGHWAYS SURVEY TABLET SET IN TOP OF A CONCRETE POST
 GZ2273'PROJECTING 3 INCHES AND STAMPED I65-L27-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2274 ***********************************************************************
 GZ2274  DESIGNATION -  I65 L 28
 GZ2274  PID         -  GZ2274
 GZ2274  STATE/COUNTY-  KY/HART
 GZ2274  USGS QUAD   -  HORSE CAVE (1966)
 GZ2274
 GZ2274                         *CURRENT SURVEY CONTROL
 GZ2274  ___________________________________________________________________
 GZ2274* NAD 83(1986)-  37 12 56.     (N)    085 56 17.     (W)     SCALED    
 GZ2274* NAVD 88     -       173.566  (meters)     569.44   (feet)  ADJUSTED  
 GZ2274  ___________________________________________________________________
 GZ2274  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GZ2274  DYNAMIC HT  -         173.430 (meters)     568.99  (feet)  COMP
 GZ2274  MODELED GRAV-     979,845.5   (mgal)                       NAVD 88
 GZ2274
 GZ2274  VERT ORDER  -  SECOND    CLASS 0
 GZ2274
 GZ2274.The horizontal coordinates were scaled from a topographic map and have
 GZ2274.an estimated accuracy of +/- 6 seconds.
 GZ2274
 GZ2274.The orthometric height was determined by differential leveling
 GZ2274.and adjusted by the National Geodetic Survey in June 1991..
 GZ2274
 GZ2274.The geoid height was determined by GEOID03.
 GZ2274
 GZ2274.The dynamic height is computed by dividing the NAVD 88
 GZ2274.geopotential number by the normal gravity value computed on the
 GZ2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2274.degrees latitude (g = 980.6199 gals.).
 GZ2274
 GZ2274.The modeled gravity was interpolated from observed gravity values.
 GZ2274
 GZ2274;                    North         East    Units  Estimated Accuracy
 GZ2274;SPC KY1Z     - 1,097,930.    1,483,310.      MT  (+/- 180 meters Scaled)
 GZ2274
 GZ2274                          SUPERSEDED SURVEY CONTROL
 GZ2274
 GZ2274  NGVD 29 (??/??/92)  173.684  (m)          569.83   (f) ADJ UNCH    2 0
 GZ2274
 GZ2274.Superseded values are not recommended for survey control.
 GZ2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2274.See file dsdata.txt to determine how the superseded data were derived.
 GZ2274
 GZ2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG942193(NAD 83)
 GZ2274_MARKER: DD = SURVEY DISK
 GZ2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2274_STAMPING: I65-L28-1964
 GZ2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2274+STABILITY: SURFACE MOTION
 GZ2274
 GZ2274  HISTORY     - Date     Condition        Report By
 GZ2274  HISTORY     - 1964     MONUMENTED       PAS
 GZ2274
 GZ2274                          STATION DESCRIPTION
 GZ2274
 GZ2274'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GZ2274'3 MI NW FROM HORSE CAVE.
 GZ2274'MARK IS LOCATED ABOUT 0.40 MILE NORTHWEST ALONG STATE HIGHWAY
 GZ2274'218 FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE HIGHWAY 218
 GZ2274'TO JUNCTION OF STATE HIGHWAY 335, THENCE ABOUT 2.4 MILES
 GZ2274'NORTHWEST ALONG STATE HIGHWAY 335 TO JUNCTION OF STATE HIGHWAY
 GZ2274'474, THENCE 0.65 MILE EAST ALONG STATE HIGHWAY 474 AND FIELD
 GZ2274'ROAD NORTH, 23.0 FEET SOUTHEAST OF HIGHWAY AND FIELD ROAD
 GZ2274'INTERSECTION, 17.0 FEET SOUTHEAST OF CENTER OF FIELD ROAD, 13.5
 GZ2274'FEET NORTH OF STATE HIGHWAY 474 AND 1.5 FEET SOUTHWEST OF METAL
 GZ2274'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 GZ2274'TABLET SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND
 GZ2274'STAMPED I65-L28-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2275 ***********************************************************************
 GZ2275  DESIGNATION -  I65 L 29
 GZ2275  PID         -  GZ2275
 GZ2275  STATE/COUNTY-  KY/HART
 GZ2275  USGS QUAD   -  HORSE CAVE (1966)
 GZ2275
 GZ2275                         *CURRENT SURVEY CONTROL
 GZ2275  ___________________________________________________________________
 GZ2275* NAD 83(1986)-  37 13 22.     (N)    085 56 55.     (W)     SCALED    
 GZ2275* NAVD 88     -       181.802  (meters)     596.46   (feet)  ADJUSTED  
 GZ2275  ___________________________________________________________________
 GZ2275  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GZ2275  DYNAMIC HT  -         181.660 (meters)     596.00  (feet)  COMP
 GZ2275  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 GZ2275
 GZ2275  VERT ORDER  -  SECOND    CLASS 0
 GZ2275
 GZ2275.The horizontal coordinates were scaled from a topographic map and have
 GZ2275.an estimated accuracy of +/- 6 seconds.
 GZ2275
 GZ2275.The orthometric height was determined by differential leveling
 GZ2275.and adjusted by the National Geodetic Survey in June 1991..
 GZ2275
 GZ2275.The geoid height was determined by GEOID03.
 GZ2275
 GZ2275.The dynamic height is computed by dividing the NAVD 88
 GZ2275.geopotential number by the normal gravity value computed on the
 GZ2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2275.degrees latitude (g = 980.6199 gals.).
 GZ2275
 GZ2275.The modeled gravity was interpolated from observed gravity values.
 GZ2275
 GZ2275;                    North         East    Units  Estimated Accuracy
 GZ2275;SPC KY1Z     - 1,098,730.    1,482,370.      MT  (+/- 180 meters Scaled)
 GZ2275
 GZ2275                          SUPERSEDED SURVEY CONTROL
 GZ2275
 GZ2275  NGVD 29 (??/??/92)  181.921  (m)          596.85   (f) ADJ UNCH    2 0
 GZ2275
 GZ2275.Superseded values are not recommended for survey control.
 GZ2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2275.See file dsdata.txt to determine how the superseded data were derived.
 GZ2275
 GZ2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG932201(NAD 83)
 GZ2275_MARKER: DD = SURVEY DISK
 GZ2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2275_STAMPING: I65-L29-1964
 GZ2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2275+STABILITY: SURFACE MOTION
 GZ2275
 GZ2275  HISTORY     - Date     Condition        Report By
 GZ2275  HISTORY     - 1964     MONUMENTED       PAS
 GZ2275
 GZ2275                          STATION DESCRIPTION
 GZ2275
 GZ2275'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GZ2275'3.8 MI NW FROM HORSE CAVE.
 GZ2275'MARK IS LOCATED ABOUT 0.40 MILE NORTHWEST ALONG STATE HIGHWAY
 GZ2275'218 FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE HIGHWAY 218
 GZ2275'TO JUNCTION OF STATE HIGHWAY 335, THENCE ABOUT 2.4 MILES
 GZ2275'NORTHWEST ALONG STATE HIGHWAY 335 TO JUNCTION OF STATE HIGHWAY
 GZ2275'474, THENCE 1.50 MILES EAST ALONG STATE HIGHWAY 474 TO T-ROAD
 GZ2275'INTERSECTION, THENCE 0.15 MILE NORTHEAST ALONG GRAVEL ROAD,
 GZ2275'145.5 FEET NORTH OF NORTHWEST CORNER OF CAVE SPRINGS CHURCH, 28.5
 GZ2275'FEET SOUTH OF FENCE AND 2.0 FEET SOUTH OF METAL WITNESS POST AND
 GZ2275'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 GZ2275'TOP OF A CONCRETE POST PROJECTING 4 INCHES AND STAMPED
 GZ2275'I65-L29-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0262 ***********************************************************************
 HA0262  DESIGNATION -  I65 L 3
 HA0262  PID         -  HA0262
 HA0262  STATE/COUNTY-  KY/WARREN
 HA0262  USGS QUAD   -  SMITHS GROVE (1994)
 HA0262
 HA0262                         *CURRENT SURVEY CONTROL
 HA0262  ___________________________________________________________________
 HA0262* NAD 83(1986)-  37 02 01.     (N)    086 12 50.     (W)     SCALED    
 HA0262* NAVD 88     -       186.234  (meters)     611.00   (feet)  ADJUSTED  
 HA0262  ___________________________________________________________________
 HA0262  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HA0262  DYNAMIC HT  -         186.089 (meters)     610.53  (feet)  COMP
 HA0262  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 HA0262
 HA0262  VERT ORDER  -  SECOND    CLASS 0
 HA0262
 HA0262.The horizontal coordinates were scaled from a topographic map and have
 HA0262.an estimated accuracy of +/- 6 seconds.
 HA0262
 HA0262.The orthometric height was determined by differential leveling
 HA0262.and adjusted by the National Geodetic Survey in June 1991..
 HA0262
 HA0262.The geoid height was determined by GEOID03.
 HA0262
 HA0262.The dynamic height is computed by dividing the NAVD 88
 HA0262.geopotential number by the normal gravity value computed on the
 HA0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0262.degrees latitude (g = 980.6199 gals.).
 HA0262
 HA0262.The modeled gravity was interpolated from observed gravity values.
 HA0262
 HA0262;                    North         East    Units  Estimated Accuracy
 HA0262;SPC KY1Z     - 1,077,820.    1,458,730.      MT  (+/- 180 meters Scaled)
 HA0262
 HA0262                          SUPERSEDED SURVEY CONTROL
 HA0262
 HA0262  NGVD 29 (??/??/92)  186.350  (m)          611.38   (f) ADJ UNCH    2 0
 HA0262
 HA0262.Superseded values are not recommended for survey control.
 HA0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0262.See file dsdata.txt to determine how the superseded data were derived.
 HA0262
 HA0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF699988(NAD 83)
 HA0262_MARKER: DB = BENCH MARK DISK
 HA0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0262_SP_SET: CULVERT
 HA0262_STAMPING: I65-L3-1964
 HA0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0262
 HA0262  HISTORY     - Date     Condition        Report By
 HA0262  HISTORY     - 1964     MONUMENTED       PAS
 HA0262
 HA0262                          STATION DESCRIPTION
 HA0262
 HA0262'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0262'1.3 MI S FROM SMITHS GROVE.
 HA0262'MARK IS LOCATED ABOUT 1.30 MILES SOUTH ALONG STATE HIGHWAY 101
 HA0262'FROM THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT SMITHS
 HA0262'GROVE TO JUNCTION OF U.S. HIGHWAY 68 AND STATE HIGHWAY 80, 72.5
 HA0262'FEET SOUTHWEST OF CENTER OF CROSSROADS, 29.0 FEET WEST OF CENTER
 HA0262'OF U.S. HIGHWAY 68, 10.0 FEET NORTHWEST OF A 36 INCH OAK TREE
 HA0262'AND 9.5 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.  A
 HA0262'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET DRILLED IN THE WEST
 HA0262'END OF L SHAPED CULVERT AND STAMPED I65-L3-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2276 ***********************************************************************
 GZ2276  DESIGNATION -  I65 L 30
 GZ2276  PID         -  GZ2276
 GZ2276  STATE/COUNTY-  KY/HART
 GZ2276  USGS QUAD   -  HORSE CAVE (1966)
 GZ2276
 GZ2276                         *CURRENT SURVEY CONTROL
 GZ2276  ___________________________________________________________________
 GZ2276* NAD 83(1986)-  37 13 46.     (N)    085 55 58.     (W)     SCALED    
 GZ2276* NAVD 88     -       209.742  (meters)     688.13   (feet)  ADJUSTED  
 GZ2276  ___________________________________________________________________
 GZ2276  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GZ2276  DYNAMIC HT  -         209.579 (meters)     687.59  (feet)  COMP
 GZ2276  MODELED GRAV-     979,848.4   (mgal)                       NAVD 88
 GZ2276
 GZ2276  VERT ORDER  -  SECOND    CLASS 0
 GZ2276
 GZ2276.The horizontal coordinates were scaled from a topographic map and have
 GZ2276.an estimated accuracy of +/- 6 seconds.
 GZ2276
 GZ2276.The orthometric height was determined by differential leveling
 GZ2276.and adjusted by the National Geodetic Survey in June 1991..
 GZ2276
 GZ2276.The geoid height was determined by GEOID03.
 GZ2276
 GZ2276.The dynamic height is computed by dividing the NAVD 88
 GZ2276.geopotential number by the normal gravity value computed on the
 GZ2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2276.degrees latitude (g = 980.6199 gals.).
 GZ2276
 GZ2276.The modeled gravity was interpolated from observed gravity values.
 GZ2276
 GZ2276;                    North         East    Units  Estimated Accuracy
 GZ2276;SPC KY1Z     - 1,099,470.    1,483,780.      MT  (+/- 180 meters Scaled)
 GZ2276
 GZ2276                          SUPERSEDED SURVEY CONTROL
 GZ2276
 GZ2276  NGVD 29 (??/??/92)  209.862  (m)          688.52   (f) ADJ UNCH    2 0
 GZ2276
 GZ2276.Superseded values are not recommended for survey control.
 GZ2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2276.See file dsdata.txt to determine how the superseded data were derived.
 GZ2276
 GZ2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG946208(NAD 83)
 GZ2276_MARKER: DD = SURVEY DISK
 GZ2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2276_STAMPING: I65-L30-1964
 GZ2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2276+STABILITY: SURFACE MOTION
 GZ2276
 GZ2276  HISTORY     - Date     Condition        Report By
 GZ2276  HISTORY     - 1964     MONUMENTED       PAS
 GZ2276
 GZ2276                          STATION DESCRIPTION
 GZ2276
 GZ2276'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GZ2276'3.9 MI N FROM HORSE CAVE.
 GZ2276'MARK IS LOCATED ABOUT 0.40 MILES NORTHWEST ALONG STATE HIGHWAY
 GZ2276'218 FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE HIGHWAY 218
 GZ2276'IN HORSE CAVE, KENTUCKY TO JUNCTION WITH STATE HIGHWAY 355,
 GZ2276'THENCE ABOUT 2.4 MILES NORTHWEST ALONG STATE HIGHWAY 355 TO
 GZ2276'JUNCTION WITH STATE HIGHWAY 474, THENCE ABOUT 1.50 MILES EAST
 GZ2276'ALONG STATE HIGHWAY 474 TO INTERSECTION WITH GRAVEL ROAD RIGHT,
 GZ2276'THENCE ABOUT 1.10 MILES NORTHEAST ALONG GRAVEL ROAD, 60.5 FEET
 GZ2276'SOUTHWEST OF SOUTHWEST CORNER OF A FRAME HOUSE, 37.5 FEET
 GZ2276'SOUTHEAST OF CENTER OF GRAVEL ROAD, 18.5 FEET SOUTH OF A 12 INCH
 GZ2276'CEDAR TREE AND 2.0 FEET SOUTHEAST OF A METAL WITNESS POST AND
 GZ2276'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 GZ2276'TOP OF A CONCRETE POST PROJECTING 3 INCHES AND STAMPED
 GZ2276'I65-L30-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2277 ***********************************************************************
 GZ2277  DESIGNATION -  I65 L 31
 GZ2277  PID         -  GZ2277
 GZ2277  STATE/COUNTY-  KY/HART
 GZ2277  USGS QUAD   -  HORSE CAVE (1966)
 GZ2277
 GZ2277                         *CURRENT SURVEY CONTROL
 GZ2277  ___________________________________________________________________
 GZ2277* NAD 83(1986)-  37 14 40.     (N)    085 55 49.     (W)     SCALED    
 GZ2277* NAVD 88     -       159.585  (meters)     523.57   (feet)  ADJUSTED  
 GZ2277  ___________________________________________________________________
 GZ2277  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GZ2277  DYNAMIC HT  -         159.461 (meters)     523.16  (feet)  COMP
 GZ2277  MODELED GRAV-     979,851.1   (mgal)                       NAVD 88
 GZ2277
 GZ2277  VERT ORDER  -  SECOND    CLASS 0
 GZ2277
 GZ2277.The horizontal coordinates were scaled from a topographic map and have
 GZ2277.an estimated accuracy of +/- 6 seconds.
 GZ2277
 GZ2277.The orthometric height was determined by differential leveling
 GZ2277.and adjusted by the National Geodetic Survey in June 1991..
 GZ2277
 GZ2277.The geoid height was determined by GEOID03.
 GZ2277
 GZ2277.The dynamic height is computed by dividing the NAVD 88
 GZ2277.geopotential number by the normal gravity value computed on the
 GZ2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2277.degrees latitude (g = 980.6199 gals.).
 GZ2277
 GZ2277.The modeled gravity was interpolated from observed gravity values.
 GZ2277
 GZ2277;                    North         East    Units  Estimated Accuracy
 GZ2277;SPC KY1Z     - 1,101,130.    1,484,010.      MT  (+/- 180 meters Scaled)
 GZ2277
 GZ2277                          SUPERSEDED SURVEY CONTROL
 GZ2277
 GZ2277  NGVD 29 (??/??/92)  159.704  (m)          523.96   (f) ADJ UNCH    2 0
 GZ2277
 GZ2277.Superseded values are not recommended for survey control.
 GZ2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2277.See file dsdata.txt to determine how the superseded data were derived.
 GZ2277
 GZ2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG948225(NAD 83)
 GZ2277_MARKER: DD = SURVEY DISK
 GZ2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2277_STAMPING: I65-L31-1964
 GZ2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2277+STABILITY: SURFACE MOTION
 GZ2277
 GZ2277  HISTORY     - Date     Condition        Report By
 GZ2277  HISTORY     - 1964     MONUMENTED       PAS
 GZ2277
 GZ2277                          STATION DESCRIPTION
 GZ2277
 GZ2277'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GZ2277'3.1 MI W FROM HORSE CAVE.
 GZ2277'MARK IS LOCATED ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY
 GZ2277'335 FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE HIGHWAY 335
 GZ2277'TO T-ROAD NORTH, THENCE ABOUT 2.3 MILES NORTHEAST ALONG BLACKTOP
 GZ2277'ROAD, 41.0 FEET NORTHEAST OF NORTHEAST TIP OF GRASS TRIANGLE,
 GZ2277'36.5 FEET NORTH OF ROAD INTERSECTION, 30.5 FEET EAST OF A 6
 GZ2277'INCH SYCAMORE TREE, 3.5 FEET WEST OF A METAL WITNESS POST AND
 GZ2277'SIGN AND 2.5 FEET WEST OF A FENCE.  A KENTUCKY DEPARTMENT OF
 GZ2277'HIGHWAYS SURVEY TABLET SET IN TOP OF A CONCRETE POST PROJECTING
 GZ2277'4 INCHES AND STAMPED I65-L31-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2278 ***********************************************************************
 GZ2278  DESIGNATION -  I65 L 32
 GZ2278  PID         -  GZ2278
 GZ2278  STATE/COUNTY-  KY/HART
 GZ2278  USGS QUAD   -  HORSE CAVE (1966)
 GZ2278
 GZ2278                         *CURRENT SURVEY CONTROL
 GZ2278  ___________________________________________________________________
 GZ2278* NAD 83(1986)-  37 14 46.     (N)    085 54 31.     (W)     SCALED    
 GZ2278* NAVD 88     -       182.633  (meters)     599.19   (feet)  ADJUSTED  
 GZ2278  ___________________________________________________________________
 GZ2278  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GZ2278  DYNAMIC HT  -         182.492 (meters)     598.73  (feet)  COMP
 GZ2278  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 GZ2278
 GZ2278  VERT ORDER  -  SECOND    CLASS 0
 GZ2278
 GZ2278.The horizontal coordinates were scaled from a topographic map and have
 GZ2278.an estimated accuracy of +/- 6 seconds.
 GZ2278
 GZ2278.The orthometric height was determined by differential leveling
 GZ2278.and adjusted by the National Geodetic Survey in June 1991..
 GZ2278
 GZ2278.The geoid height was determined by GEOID03.
 GZ2278
 GZ2278.The dynamic height is computed by dividing the NAVD 88
 GZ2278.geopotential number by the normal gravity value computed on the
 GZ2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2278.degrees latitude (g = 980.6199 gals.).
 GZ2278
 GZ2278.The modeled gravity was interpolated from observed gravity values.
 GZ2278
 GZ2278;                    North         East    Units  Estimated Accuracy
 GZ2278;SPC KY1Z     - 1,101,320.    1,485,930.      MT  (+/- 180 meters Scaled)
 GZ2278
 GZ2278                          SUPERSEDED SURVEY CONTROL
 GZ2278
 GZ2278  NGVD 29 (??/??/92)  182.754  (m)          599.59   (f) ADJ UNCH    2 0
 GZ2278
 GZ2278.Superseded values are not recommended for survey control.
 GZ2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2278.See file dsdata.txt to determine how the superseded data were derived.
 GZ2278
 GZ2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG967227(NAD 83)
 GZ2278_MARKER: DD = SURVEY DISK
 GZ2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2278_STAMPING: I65-L32-1964
 GZ2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2278+STABILITY: SURFACE MOTION
 GZ2278
 GZ2278  HISTORY     - Date     Condition        Report By
 GZ2278  HISTORY     - 1964     MONUMENTED       PAS
 GZ2278
 GZ2278                          STATION DESCRIPTION
 GZ2278
 GZ2278'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GZ2278'0.9 MI NW FROM ROWLETTS.
 GZ2278'MARK IS LOCATED ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY
 GZ2278'335 FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE HIGHWAY 335
 GZ2278'TO T-ROAD NORTH, THENCE ABOUT 1.15 MILES NORTHEAST ALONG BLACKTOP
 GZ2278'ROAD, 100 FEET NORTH OF CENTER OF FIELD ROAD INTERSECTION, 52
 GZ2278'FEET EAST OF AN 18 INCH CEDAR TREE, 35 FEET EAST OF CENTER OF
 GZ2278'FIELD ROAD, 31.5 FEET SOUTH OF FENCE CORNER, 4 FEET WEST OF
 GZ2278'FENCE AND 1.8 FEET WEST OF METAL WITNESS POST AND SIGN.  A
 GZ2278'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF A
 GZ2278'CONCRETE POST PROJECTING 4 INCHES AND STAMPED I65-L32-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2236 ***********************************************************************
 GZ2236  DESIGNATION -  I65 L 33
 GZ2236  PID         -  GZ2236
 GZ2236  STATE/COUNTY-  KY/HART
 GZ2236  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ2236
 GZ2236                         *CURRENT SURVEY CONTROL
 GZ2236  ___________________________________________________________________
 GZ2236* NAD 83(1986)-  37 18 29.     (N)    085 54 26.     (W)     SCALED    
 GZ2236* NAVD 88     -       204.628  (meters)     671.35   (feet)  ADJUSTED  
 GZ2236  ___________________________________________________________________
 GZ2236  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GZ2236  DYNAMIC HT  -         204.470 (meters)     670.83  (feet)  COMP
 GZ2236  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 GZ2236
 GZ2236  VERT ORDER  -  SECOND    CLASS 0
 GZ2236
 GZ2236.The horizontal coordinates were scaled from a topographic map and have
 GZ2236.an estimated accuracy of +/- 6 seconds.
 GZ2236
 GZ2236.The orthometric height was determined by differential leveling
 GZ2236.and adjusted by the National Geodetic Survey in June 1991..
 GZ2236
 GZ2236.The geoid height was determined by GEOID03.
 GZ2236
 GZ2236.The dynamic height is computed by dividing the NAVD 88
 GZ2236.geopotential number by the normal gravity value computed on the
 GZ2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2236.degrees latitude (g = 980.6199 gals.).
 GZ2236
 GZ2236.The modeled gravity was interpolated from observed gravity values.
 GZ2236
 GZ2236;                    North         East    Units  Estimated Accuracy
 GZ2236;SPC KY1Z     - 1,108,190.    1,486,060.      MT  (+/- 180 meters Scaled)
 GZ2236
 GZ2236                          SUPERSEDED SURVEY CONTROL
 GZ2236
 GZ2236  NGVD 29 (??/??/92)  204.747  (m)          671.74   (f) ADJ UNCH    2 0
 GZ2236
 GZ2236.Superseded values are not recommended for survey control.
 GZ2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2236.See file dsdata.txt to determine how the superseded data were derived.
 GZ2236
 GZ2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG968296(NAD 83)
 GZ2236_MARKER: DD = SURVEY DISK
 GZ2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2236_STAMPING: I65-L33-1960
 GZ2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2236+STABILITY: SURFACE MOTION
 GZ2236
 GZ2236  HISTORY     - Date     Condition        Report By
 GZ2236  HISTORY     - 1960     MONUMENTED       PAS
 GZ2236
 GZ2236                          STATION DESCRIPTION
 GZ2236
 GZ2236'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ2236'2.7 MI NNW FROM MUNFORDVILLE.
 GZ2236'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 31-W AND
 GZ2236'STATE HIGHWAY 88 IN MUNFORDVILLE, GO NORTH ON U.S. HIGHWAY 31-W
 GZ2236'FOR 2.25 MILES TO A Y-FORK, (THIS FORK IS 0.25 MILE NORTH OF
 GZ2236'JUNCTION OF U.S. HIGHWAY 31-W AND STATE HIGHWAY 1140).  TAKE
 GZ2236'RIGHT FORK AND GO NORTHEAST ON OLD U.S. HIGHWAY 31-W FOR 0.3 MILE
 GZ2236'TO STATION ON RIGHT, 29 FEET SOUTHEAST OF APPROXIMATE CENTER OF
 GZ2236'OLD HIGHWAY 31-W, 10 FEET WEST OF APPROXIMATE CENTER OF DIM
 GZ2236'FIELD ROAD, 1 FOOT NORTH OF WIRE FENCE.  A KENTUCKY DEPARTMENT
 GZ2236'OF HIGHWAYS SURVEY TABLET SET IN CONCRETE CYLINDER PROJECTING
 GZ2236'4 INCHES AND STAMPED I65-L33-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2240 ***********************************************************************
 GZ2240  DESIGNATION -  I65 L 34
 GZ2240  PID         -  GZ2240
 GZ2240  STATE/COUNTY-  KY/HART
 GZ2240  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ2240
 GZ2240                         *CURRENT SURVEY CONTROL
 GZ2240  ___________________________________________________________________
 GZ2240* NAD 83(1986)-  37 20 30.     (N)    085 54 02.     (W)     SCALED    
 GZ2240* NAVD 88     -       277.304  (meters)     909.79   (feet)  ADJUSTED  
 GZ2240  ___________________________________________________________________
 GZ2240  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GZ2240  DYNAMIC HT  -         277.091 (meters)     909.09  (feet)  COMP
 GZ2240  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 GZ2240
 GZ2240  VERT ORDER  -  SECOND    CLASS 0
 GZ2240
 GZ2240.The horizontal coordinates were scaled from a topographic map and have
 GZ2240.an estimated accuracy of +/- 6 seconds.
 GZ2240
 GZ2240.The orthometric height was determined by differential leveling
 GZ2240.and adjusted by the National Geodetic Survey in June 1991..
 GZ2240
 GZ2240.The geoid height was determined by GEOID03.
 GZ2240
 GZ2240.The dynamic height is computed by dividing the NAVD 88
 GZ2240.geopotential number by the normal gravity value computed on the
 GZ2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2240.degrees latitude (g = 980.6199 gals.).
 GZ2240
 GZ2240.The modeled gravity was interpolated from observed gravity values.
 GZ2240
 GZ2240;                    North         East    Units  Estimated Accuracy
 GZ2240;SPC KY1Z     - 1,111,920.    1,486,660.      MT  (+/- 180 meters Scaled)
 GZ2240
 GZ2240                          SUPERSEDED SURVEY CONTROL
 GZ2240
 GZ2240  NGVD 29 (??/??/92)  277.427  (m)          910.19   (f) ADJ UNCH    2 0
 GZ2240
 GZ2240.Superseded values are not recommended for survey control.
 GZ2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2240.See file dsdata.txt to determine how the superseded data were derived.
 GZ2240
 GZ2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG973333(NAD 83)
 GZ2240_MARKER: DD = SURVEY DISK
 GZ2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2240_STAMPING: I65-L34-1960
 GZ2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2240+STABILITY: SURFACE MOTION
 GZ2240
 GZ2240  HISTORY     - Date     Condition        Report By
 GZ2240  HISTORY     - 1960     MONUMENTED       PAS
 GZ2240
 GZ2240                          STATION DESCRIPTION
 GZ2240
 GZ2240'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ2240'2.3 MI SSE FROM BONNIEVILLE.
 GZ2240'TO REACH STATION FROM THE BRIDGE OVER BACON CREEK IN BONNIEVILLE,
 GZ2240'GO SOUTH ON U.S. HIGHWAY 31-W FOR 1.05 MILES TO A SIDE ROAD ON THE
 GZ2240'LEFT.  TURN LEFT AND GO 0.55 MILE ON A GRAVEL ROAD TO A SIDE
 GZ2240'ROAD RIGHT, TURN RIGHT AND GO 0.75 MILE ALONG UNIMPROVED ROAD
 GZ2240'TO THE RESIDENCE OF MR. B.T. MURRY.  CONTINUE SOUTH ALONG
 GZ2240'UNIMPROVED ROAD FOR 0.45 MILE TO A REVERSED Y-FORK.  TAKE RIGHT
 GZ2240'FORK AND GO 0.25 MILE TO ANOTHER REVERSED Y-FORK.  TAKE RIGHT
 GZ2240'FORK AND GO 0.05 MILE TO AN OLD LOG CABIN AND STATION ON RIGHT.
 GZ2240'STATION IS 26 FEET SOUTHEAST OF SOUTHEAST CORNER OF LOG CABIN OWNED
 GZ2240'BY HENRY MATTHEWS AND 4 FEET NORTHWEST OF 24-INCH RED OAK.
 GZ2240'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN CONCRETE
 GZ2240'CYLINDER PROJECTING 1 INCH AND STAMPED I65-L34-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2245 ***********************************************************************
 GZ2245  DESIGNATION -  I65 L 35
 GZ2245  PID         -  GZ2245
 GZ2245  STATE/COUNTY-  KY/HART
 GZ2245  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ2245
 GZ2245                         *CURRENT SURVEY CONTROL
 GZ2245  ___________________________________________________________________
 GZ2245* NAD 83(1986)-  37 22 26.     (N)    085 53 09.     (W)     SCALED    
 GZ2245* NAVD 88     -       204.916  (meters)     672.30   (feet)  ADJUSTED  
 GZ2245  ___________________________________________________________________
 GZ2245  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GZ2245  DYNAMIC HT  -         204.758 (meters)     671.78  (feet)  COMP
 GZ2245  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 GZ2245
 GZ2245  VERT ORDER  -  SECOND    CLASS 0
 GZ2245
 GZ2245.The horizontal coordinates were scaled from a topographic map and have
 GZ2245.an estimated accuracy of +/- 6 seconds.
 GZ2245
 GZ2245.The orthometric height was determined by differential leveling
 GZ2245.and adjusted by the National Geodetic Survey in June 1991..
 GZ2245
 GZ2245.The geoid height was determined by GEOID03.
 GZ2245
 GZ2245.The dynamic height is computed by dividing the NAVD 88
 GZ2245.geopotential number by the normal gravity value computed on the
 GZ2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2245.degrees latitude (g = 980.6199 gals.).
 GZ2245
 GZ2245.The modeled gravity was interpolated from observed gravity values.
 GZ2245
 GZ2245;                    North         East    Units  Estimated Accuracy
 GZ2245;SPC KY1Z     - 1,115,490.    1,487,970.      MT  (+/- 180 meters Scaled)
 GZ2245
 GZ2245                          SUPERSEDED SURVEY CONTROL
 GZ2245
 GZ2245  NGVD 29 (??/??/92)  205.037  (m)          672.69   (f) ADJ UNCH    2 0
 GZ2245
 GZ2245.Superseded values are not recommended for survey control.
 GZ2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2245.See file dsdata.txt to determine how the superseded data were derived.
 GZ2245
 GZ2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG986369(NAD 83)
 GZ2245_MARKER: DD = SURVEY DISK
 GZ2245_SETTING: 80 = SET IN A BOULDER
 GZ2245_SP_SET: BOULDER
 GZ2245_STAMPING: I65-L35-1960
 GZ2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2245+STABILITY: SURFACE MOTION
 GZ2245
 GZ2245  HISTORY     - Date     Condition        Report By
 GZ2245  HISTORY     - 1960     MONUMENTED       PAS
 GZ2245
 GZ2245                          STATION DESCRIPTION
 GZ2245
 GZ2245'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ2245'1 MI ESE FROM BONNIEVILLE.
 GZ2245'TO REACH THE STATION FROM THE BRIDGE OVER BACON CREEK IN
 GZ2245'BONNIEVILLE, GO NORTH ON U.S. HIGHWAY 31-W FOR 0.1 MILE TO SIDE
 GZ2245'ROAD ON THE RIGHT.  TURN RIGHT, AND GO 0.4 MILE ALONG GRAVEL
 GZ2245'ROAD TO A SIDE ROAD AND WOOD BRIDGE ON THE RIGHT.  TURN RIGHT,
 GZ2245'OVER BRIDGE, AND GO 0.55 MILE TO A BEND IN THE ROAD AND STATION
 GZ2245'ON LEFT.  STATION IS SET IN A DRILLED HOLE IN A 5 FOOT BY 8 FOOT
 GZ2245'LIMESTONE BOULDER, 38 FEET WEST OF NORTHWEST CORNER OF 1-STORY
 GZ2245'FRAME HOUSE OWNED BY MR. HOWARD WALTERS, 38 FEET EAST OF THE
 GZ2245'APPROXIMATE CENTER OF ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ2245'SURVEY TABLET STAMPED I65-L35-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2249 ***********************************************************************
 GZ2249  DESIGNATION -  I65 L 36
 GZ2249  PID         -  GZ2249
 GZ2249  STATE/COUNTY-  KY/HART
 GZ2249  USGS QUAD   -  UPTON (1993)
 GZ2249
 GZ2249                         *CURRENT SURVEY CONTROL
 GZ2249  ___________________________________________________________________
 GZ2249* NAD 83(1986)-  37 24 21.     (N)    085 53 08.     (W)     SCALED    
 GZ2249* NAVD 88     -       211.733  (meters)     694.66   (feet)  ADJUSTED  
 GZ2249  ___________________________________________________________________
 GZ2249  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GZ2249  DYNAMIC HT  -         211.569 (meters)     694.12  (feet)  COMP
 GZ2249  MODELED GRAV-     979,852.7   (mgal)                       NAVD 88
 GZ2249
 GZ2249  VERT ORDER  -  SECOND    CLASS 0
 GZ2249
 GZ2249.The horizontal coordinates were scaled from a topographic map and have
 GZ2249.an estimated accuracy of +/- 6 seconds.
 GZ2249
 GZ2249.The orthometric height was determined by differential leveling
 GZ2249.and adjusted by the National Geodetic Survey in June 1991..
 GZ2249
 GZ2249.The geoid height was determined by GEOID03.
 GZ2249
 GZ2249.The dynamic height is computed by dividing the NAVD 88
 GZ2249.geopotential number by the normal gravity value computed on the
 GZ2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2249.degrees latitude (g = 980.6199 gals.).
 GZ2249
 GZ2249.The modeled gravity was interpolated from observed gravity values.
 GZ2249
 GZ2249;                    North         East    Units  Estimated Accuracy
 GZ2249;SPC KY1Z     - 1,119,040.    1,488,000.      MT  (+/- 180 meters Scaled)
 GZ2249
 GZ2249                          SUPERSEDED SURVEY CONTROL
 GZ2249
 GZ2249  NGVD 29 (??/??/92)  211.842  (m)          695.02   (f) ADJ UNCH    2 0
 GZ2249
 GZ2249.Superseded values are not recommended for survey control.
 GZ2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2249.See file dsdata.txt to determine how the superseded data were derived.
 GZ2249
 GZ2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG986404(NAD 83)
 GZ2249_MARKER: DD = SURVEY DISK
 GZ2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2249_STAMPING: I65-L36-1960
 GZ2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2249+STABILITY: SURFACE MOTION
 GZ2249
 GZ2249  HISTORY     - Date     Condition        Report By
 GZ2249  HISTORY     - 1960     MONUMENTED       PAS
 GZ2249  HISTORY     - 1982     GOOD             KYDT
 GZ2249
 GZ2249                          STATION DESCRIPTION
 GZ2249
 GZ2249'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ2249'2.2 MI N FROM BONNIEVILLE.
 GZ2249'TO REACH STATION FROM THE BRIDGE OVER BACON CREEK IN BONNIEVILLE,
 GZ2249'GO NORTH ON U.S. HIGHWAY 31-W FOR 2.05 MILES TO A SIDE ROAD ON
 GZ2249'THE RIGHT.  TURN RIGHT, AND GO 0.15 MILE ON A GRAVEL ROAD TO A
 GZ2249'Y-FORK.  TAKE RIGHT FORK AND GO 0.45 MILE TO A GAP IN THE FENCE
 GZ2249'AND MARK ON LEFT (ON PROPERTY OWNED BY FLOYD DIXON).  STATION IS
 GZ2249'11.5 FEET NORTH OF APPROXIMATE CENTER OF ROAD, 10.3 FEET SOUTH
 GZ2249'OF A 6-INCH LONE CEDAR TREE IN THE FENCE LINE, AND 1 FOOT WEST
 GZ2249'OF FENCE LINE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET
 GZ2249'SET IN A CONCRETE CYLINDER PROJECTING 5 INCHES AND STAMPED
 GZ2249'I65-L36-1960.
 GZ2249
 GZ2249                          STATION RECOVERY (1982)
 GZ2249
 GZ2249'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2251 ***********************************************************************
 GZ2251  DESIGNATION -  I65 L 37
 GZ2251  PID         -  GZ2251
 GZ2251  STATE/COUNTY-  KY/HART
 GZ2251  USGS QUAD   -  UPTON (1993)
 GZ2251
 GZ2251                         *CURRENT SURVEY CONTROL
 GZ2251  ___________________________________________________________________
 GZ2251* NAD 83(1986)-  37 25 54.     (N)    085 53 03.     (W)     SCALED    
 GZ2251* NAVD 88     -       216.255  (meters)     709.50   (feet)  ADJUSTED  
 GZ2251  ___________________________________________________________________
 GZ2251  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GZ2251  DYNAMIC HT  -         216.087 (meters)     708.95  (feet)  COMP
 GZ2251  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 GZ2251
 GZ2251  VERT ORDER  -  SECOND    CLASS 0
 GZ2251
 GZ2251.The horizontal coordinates were scaled from a topographic map and have
 GZ2251.an estimated accuracy of +/- 6 seconds.
 GZ2251
 GZ2251.The orthometric height was determined by differential leveling
 GZ2251.and adjusted by the National Geodetic Survey in June 1991..
 GZ2251
 GZ2251.The geoid height was determined by GEOID03.
 GZ2251
 GZ2251.The dynamic height is computed by dividing the NAVD 88
 GZ2251.geopotential number by the normal gravity value computed on the
 GZ2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2251.degrees latitude (g = 980.6199 gals.).
 GZ2251
 GZ2251.The modeled gravity was interpolated from observed gravity values.
 GZ2251
 GZ2251;                    North         East    Units  Estimated Accuracy
 GZ2251;SPC KY1Z     - 1,121,910.    1,488,130.      MT  (+/- 180 meters Scaled)
 GZ2251
 GZ2251                          SUPERSEDED SURVEY CONTROL
 GZ2251
 GZ2251  NGVD 29 (??/??/92)  216.363  (m)          709.85   (f) ADJ UNCH    2 0
 GZ2251
 GZ2251.Superseded values are not recommended for survey control.
 GZ2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2251.See file dsdata.txt to determine how the superseded data were derived.
 GZ2251
 GZ2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG987433(NAD 83)
 GZ2251_MARKER: DD = SURVEY DISK
 GZ2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2251_STAMPING: I65-L37-1960
 GZ2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2251+STABILITY: SURFACE MOTION
 GZ2251
 GZ2251  HISTORY     - Date     Condition        Report By
 GZ2251  HISTORY     - 1960     MONUMENTED       PAS
 GZ2251  HISTORY     - 1982     GOOD             KYDT
 GZ2251
 GZ2251                          STATION DESCRIPTION
 GZ2251
 GZ2251'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ2251'2.3 MI SSE FROM UPTON.
 GZ2251'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31-W AND
 GZ2251'STATE HIGHWAY 224, AT SOUTH EDGE OF UPTON, GO SOUTH ON U.S.
 GZ2251'HIGHWAY 31-W FOR 1.55 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 GZ2251'LEFT AND GO ALONG A GRAVEL ROAD 0.40 MILE TO A SHARP BEND IN
 GZ2251'THE ROAD TO THE RIGHT, AND STATION ON LEFT.  STATION SETS IN
 GZ2251'THE CORNER OF PROPERTY OWNED BY MR. ROBERT GEESLEN 27 FEET
 GZ2251'NORTH OF MIDDLE OF SHARP CURVE IN ROAD AND 5 FEET NORTHWEST OF
 GZ2251'A FENCE CORNER.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET
 GZ2251'SET IN CONCRETE CYLINDER PROJECTING 4-INCHES AND STAMPED
 GZ2251'I65-L37-1960.
 GZ2251
 GZ2251                          STATION RECOVERY (1982)
 GZ2251
 GZ2251'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2256 ***********************************************************************
 GZ2256  DESIGNATION -  I65 L 38
 GZ2256  PID         -  GZ2256
 GZ2256  STATE/COUNTY-  KY/LARUE
 GZ2256  USGS QUAD   -  UPTON (1993)
 GZ2256
 GZ2256                         *CURRENT SURVEY CONTROL
 GZ2256  ___________________________________________________________________
 GZ2256* NAD 83(1986)-  37 27 35.     (N)    085 53 01.     (W)     SCALED    
 GZ2256* NAVD 88     -       230.836  (meters)     757.33   (feet)  ADJUSTED  
 GZ2256  ___________________________________________________________________
 GZ2256  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GZ2256  DYNAMIC HT  -         230.657 (meters)     756.75  (feet)  COMP
 GZ2256  MODELED GRAV-     979,851.4   (mgal)                       NAVD 88
 GZ2256
 GZ2256  VERT ORDER  -  SECOND    CLASS 0
 GZ2256
 GZ2256.The horizontal coordinates were scaled from a topographic map and have
 GZ2256.an estimated accuracy of +/- 6 seconds.
 GZ2256
 GZ2256.The orthometric height was determined by differential leveling
 GZ2256.and adjusted by the National Geodetic Survey in June 1991..
 GZ2256
 GZ2256.The geoid height was determined by GEOID03.
 GZ2256
 GZ2256.The dynamic height is computed by dividing the NAVD 88
 GZ2256.geopotential number by the normal gravity value computed on the
 GZ2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2256.degrees latitude (g = 980.6199 gals.).
 GZ2256
 GZ2256.The modeled gravity was interpolated from observed gravity values.
 GZ2256
 GZ2256;                    North         East    Units  Estimated Accuracy
 GZ2256;SPC KY1Z     - 1,125,020.    1,488,180.      MT  (+/- 180 meters Scaled)
 GZ2256
 GZ2256                          SUPERSEDED SURVEY CONTROL
 GZ2256
 GZ2256  NGVD 29 (??/??/92)  230.943  (m)          757.69   (f) ADJ UNCH    2 0
 GZ2256
 GZ2256.Superseded values are not recommended for survey control.
 GZ2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2256.See file dsdata.txt to determine how the superseded data were derived.
 GZ2256
 GZ2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG987464(NAD 83)
 GZ2256_MARKER: DD = SURVEY DISK
 GZ2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2256_STAMPING: I65-L38-1960
 GZ2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2256+STABILITY: SURFACE MOTION
 GZ2256
 GZ2256  HISTORY     - Date     Condition        Report By
 GZ2256  HISTORY     - 1960     MONUMENTED       PAS
 GZ2256  HISTORY     - 1982     GOOD             KYDT
 GZ2256
 GZ2256                          STATION DESCRIPTION
 GZ2256
 GZ2256'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ2256'0.6 MI SE FROM UPTON.
 GZ2256'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 31-W AND
 GZ2256'STATE HIGHWAY 224, AT SOUTH EDGE OF UPTON, GO EAST ON STATE
 GZ2256'HIGHWAY 224 FOR 0.45 MILE TO STATION ON LEFT.  STATION IS 23.0
 GZ2256'FEET EAST OF A FENCE CORNER, 17.5 FEET NORTH OF APPROXIMATE
 GZ2256'CENTER OF STATE HIGHWAY 224, AND 1 FOOT NORTH OF ROAD
 GZ2256'RIGHT-OF-WAY FENCE, AND PROJECTS 6 INCHES.  A KENTUCKY DEPARTMENT
 GZ2256'OF HIGHWAYS SURVEY TABLET SET IN CONCRETE CYLINDER AND STAMPED
 GZ2256'I65-L38-1960.
 GZ2256
 GZ2256                          STATION RECOVERY (1982)
 GZ2256
 GZ2256'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2257 ***********************************************************************
 GZ2257  DESIGNATION -  I65 L 39
 GZ2257  PID         -  GZ2257
 GZ2257  STATE/COUNTY-  KY/LARUE
 GZ2257  USGS QUAD   -  UPTON (1993)
 GZ2257
 GZ2257                         *CURRENT SURVEY CONTROL
 GZ2257  ___________________________________________________________________
 GZ2257* NAD 83(1986)-  37 28 37.     (N)    085 53 09.     (W)     SCALED    
 GZ2257* NAVD 88     -       228.468  (meters)     749.57   (feet)  ADJUSTED  
 GZ2257  ___________________________________________________________________
 GZ2257  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GZ2257  DYNAMIC HT  -         228.291 (meters)     748.98  (feet)  COMP
 GZ2257  MODELED GRAV-     979,851.4   (mgal)                       NAVD 88
 GZ2257
 GZ2257  VERT ORDER  -  SECOND    CLASS 0
 GZ2257
 GZ2257.The horizontal coordinates were scaled from a topographic map and have
 GZ2257.an estimated accuracy of +/- 6 seconds.
 GZ2257
 GZ2257.The orthometric height was determined by differential leveling
 GZ2257.and adjusted by the National Geodetic Survey in June 1991..
 GZ2257
 GZ2257.The geoid height was determined by GEOID03.
 GZ2257
 GZ2257.The dynamic height is computed by dividing the NAVD 88
 GZ2257.geopotential number by the normal gravity value computed on the
 GZ2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2257.degrees latitude (g = 980.6199 gals.).
 GZ2257
 GZ2257.The modeled gravity was interpolated from observed gravity values.
 GZ2257
 GZ2257;                    North         East    Units  Estimated Accuracy
 GZ2257;SPC KY1Z     - 1,126,930.    1,487,990.      MT  (+/- 180 meters Scaled)
 GZ2257
 GZ2257                          SUPERSEDED SURVEY CONTROL
 GZ2257
 GZ2257  NGVD 29 (??/??/92)  228.575  (m)          749.92   (f) ADJ UNCH    2 0
 GZ2257
 GZ2257.Superseded values are not recommended for survey control.
 GZ2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2257.See file dsdata.txt to determine how the superseded data were derived.
 GZ2257
 GZ2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG985483(NAD 83)
 GZ2257_MARKER: DD = SURVEY DISK
 GZ2257_SETTING: 80 = SET IN A BOULDER
 GZ2257_SP_SET: BOULDER
 GZ2257_STAMPING: I65-L39-1960
 GZ2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2257+STABILITY: SURFACE MOTION
 GZ2257
 GZ2257  HISTORY     - Date     Condition        Report By
 GZ2257  HISTORY     - 1960     MONUMENTED       PAS
 GZ2257  HISTORY     - 1982     GOOD             KYDT
 GZ2257
 GZ2257                          STATION DESCRIPTION
 GZ2257
 GZ2257'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ2257'1 MI NE FROM UPTON.
 GZ2257'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31-W AND
 GZ2257'STATE HIGHWAY 224, AT SOUTH EDGE OF UPTON, GO NORTH ON U.S.
 GZ2257'HIGHWAY 31-W FOR 0.8 MILE TO THE NORTH EDGE OF UPTON, AND Y-FORK
 GZ2257'RIGHT.  TURN RIGHT AND GO ALONG BLACKTOP ROAD (OLD 31-W) 0.55
 GZ2257'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.15 MILE
 GZ2257'TO THE TOP OF THE FIRST SMALL KNOLL, AND STATION ON RIGHT.
 GZ2257'STATION IS 31 FEET SOUTH OF APPROIXMATE CENTER OF ROAD AND 19
 GZ2257'FEET NORTH OF AN EAST-WEST FENCE BORDERING A ROCK QUARRY.  A
 GZ2257'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN A DRILLED
 GZ2257'HOLE IN A 4 FOOT BY 5 FOOT LIMESTONE BOULDER AND STAMPED
 GZ2257'I65-L39-1960.
 GZ2257
 GZ2257                          STATION RECOVERY (1982)
 GZ2257
 GZ2257'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0263 ***********************************************************************
 HA0263  DESIGNATION -  I65 L 4
 HA0263  PID         -  HA0263
 HA0263  STATE/COUNTY-  KY/WARREN
 HA0263  USGS QUAD   -  SMITHS GROVE (1994)
 HA0263
 HA0263                         *CURRENT SURVEY CONTROL
 HA0263  ___________________________________________________________________
 HA0263* NAD 83(1986)-  37 02 36.     (N)    086 11 59.     (W)     SCALED    
 HA0263* NAVD 88     -       200.712  (meters)     658.50   (feet)  ADJUSTED  
 HA0263  ___________________________________________________________________
 HA0263  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HA0263  DYNAMIC HT  -         200.557 (meters)     657.99  (feet)  COMP
 HA0263  MODELED GRAV-     979,851.3   (mgal)                       NAVD 88
 HA0263
 HA0263  VERT ORDER  -  SECOND    CLASS 0
 HA0263
 HA0263.The horizontal coordinates were scaled from a topographic map and have
 HA0263.an estimated accuracy of +/- 6 seconds.
 HA0263
 HA0263.The orthometric height was determined by differential leveling
 HA0263.and adjusted by the National Geodetic Survey in June 1991..
 HA0263
 HA0263.The geoid height was determined by GEOID03.
 HA0263
 HA0263.The dynamic height is computed by dividing the NAVD 88
 HA0263.geopotential number by the normal gravity value computed on the
 HA0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0263.degrees latitude (g = 980.6199 gals.).
 HA0263
 HA0263.The modeled gravity was interpolated from observed gravity values.
 HA0263
 HA0263;                    North         East    Units  Estimated Accuracy
 HA0263;SPC KY1Z     - 1,078,900.    1,459,990.      MT  (+/- 180 meters Scaled)
 HA0263
 HA0263                          SUPERSEDED SURVEY CONTROL
 HA0263
 HA0263  NGVD 29 (??/??/92)  200.826  (m)          658.88   (f) ADJ UNCH    2 0
 HA0263
 HA0263.Superseded values are not recommended for survey control.
 HA0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0263.See file dsdata.txt to determine how the superseded data were derived.
 HA0263
 HA0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF711999(NAD 83)
 HA0263_MARKER: DB = BENCH MARK DISK
 HA0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0263_STAMPING: I65-L4-1964
 HA0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0263+STABILITY: SURFACE MOTION
 HA0263
 HA0263  HISTORY     - Date     Condition        Report By
 HA0263  HISTORY     - 1964     MONUMENTED       PAS
 HA0263
 HA0263                          STATION DESCRIPTION
 HA0263
 HA0263'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0263'0.8 MI SE FROM SMITHS GROVE.
 HA0263'MARK IS LOCATED ABOUT 0.60 MILE EAST ALONG BLACKTOP ROAD FROM THE
 HA0263'LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT SMITHS GROVE TO
 HA0263'T-ROAD SOUTH, THENCE 0.55 MILE SOUTH ALONG BLACKTOP ROAD, 59.0
 HA0263'FEET WEST OF CENTER OF ROAD AND DRIVE, 41.0 FEET NORTHEAST OF
 HA0263'THE NORTHEAST CORNER OF A 1 1/2 STORY FRAME HOUSE, 23.0 FEET
 HA0263'SOUTH OF POWER POLE WITH TRANSFORMER, 8.0 FEET NORTH OF CENTER
 HA0263'OF DRIVE AND 1.3 FEET SOUTH OF METAL WITNESS AND SIGN.  A
 HA0263'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 HA0263'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED I65-L4-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2258 ***********************************************************************
 GZ2258  DESIGNATION -  I65 L 40
 GZ2258  PID         -  GZ2258
 GZ2258  STATE/COUNTY-  KY/LARUE
 GZ2258  USGS QUAD   -  UPTON (1993)
 GZ2258
 GZ2258                         *CURRENT SURVEY CONTROL
 GZ2258  ___________________________________________________________________
 GZ2258* NAD 83(1986)-  37 29 07.     (N)    085 53 00.     (W)     SCALED    
 GZ2258* NAVD 88     -       226.394  (meters)     742.76   (feet)  ADJUSTED  
 GZ2258  ___________________________________________________________________
 GZ2258  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GZ2258  DYNAMIC HT  -         226.219 (meters)     742.19  (feet)  COMP
 GZ2258  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 GZ2258
 GZ2258  VERT ORDER  -  SECOND    CLASS 0
 GZ2258
 GZ2258.The horizontal coordinates were scaled from a topographic map and have
 GZ2258.an estimated accuracy of +/- 6 seconds.
 GZ2258
 GZ2258.The orthometric height was determined by differential leveling
 GZ2258.and adjusted by the National Geodetic Survey in June 1991..
 GZ2258
 GZ2258.The geoid height was determined by GEOID03.
 GZ2258
 GZ2258.The dynamic height is computed by dividing the NAVD 88
 GZ2258.geopotential number by the normal gravity value computed on the
 GZ2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2258.degrees latitude (g = 980.6199 gals.).
 GZ2258
 GZ2258.The modeled gravity was interpolated from observed gravity values.
 GZ2258
 GZ2258;                    North         East    Units  Estimated Accuracy
 GZ2258;SPC KY1Z     - 1,127,860.    1,488,210.      MT  (+/- 180 meters Scaled)
 GZ2258
 GZ2258                          SUPERSEDED SURVEY CONTROL
 GZ2258
 GZ2258  NGVD 29 (??/??/92)  226.501  (m)          743.11   (f) ADJ UNCH    2 0
 GZ2258
 GZ2258.Superseded values are not recommended for survey control.
 GZ2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2258.See file dsdata.txt to determine how the superseded data were derived.
 GZ2258
 GZ2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG987492(NAD 83)
 GZ2258_MARKER: DD = SURVEY DISK
 GZ2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2258_STAMPING: I65-L40-1960
 GZ2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2258+STABILITY: SURFACE MOTION
 GZ2258
 GZ2258  HISTORY     - Date     Condition        Report By
 GZ2258  HISTORY     - 1960     MONUMENTED       PAS
 GZ2258  HISTORY     - 1982     GOOD             KYDT
 GZ2258
 GZ2258                          STATION DESCRIPTION
 GZ2258
 GZ2258'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ2258'2 MI NE FROM UPTON.
 GZ2258'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 31-W AND STATE
 GZ2258'HIGHWAY 224, AT SOUTH EDGE OF UPTON, GO NORTH ON U.S. HIGHWAY
 GZ2258'FOR 1.75 MILES TO A REVERSE Y-FORK.  TAKE RIGHT FORK FOR 0.1
 GZ2258'MILE TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT, AND GO EAST 0.15
 GZ2258'MILE TO STATION ON RIGHT.  STATION IS 17.9 FEET SOUTH OF
 GZ2258'APPROXIMATE CENTER OF ROAD, 0.7 FEET NORTH OF FENCE CORNER AND
 GZ2258'IN LINE WITH NORTH-SOUTH FENCE.  A KENTUCKY DEPARTMENT OF
 GZ2258'HIGHWAYS SURVEY TABLET SET IN CONCRETE CYLINDER PROJECTING 4
 GZ2258'INCHES AND STAMPED I65-L40-1960.
 GZ2258
 GZ2258                          STATION RECOVERY (1982)
 GZ2258
 GZ2258'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2432 ***********************************************************************
 GZ2432  DESIGNATION -  I65 L 41
 GZ2432  PID         -  GZ2432
 GZ2432  STATE/COUNTY-  KY/HARDIN
 GZ2432  USGS QUAD   -  TONIEVILLE (1992)
 GZ2432
 GZ2432                         *CURRENT SURVEY CONTROL
 GZ2432  ___________________________________________________________________
 GZ2432* NAD 83(1986)-  37 35 04.     (N)    085 52 16.     (W)     SCALED    
 GZ2432* NAVD 88     -       212.621  (meters)     697.57   (feet)  ADJUSTED  
 GZ2432  ___________________________________________________________________
 GZ2432  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GZ2432  DYNAMIC HT  -         212.457 (meters)     697.04  (feet)  COMP
 GZ2432  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 GZ2432
 GZ2432  VERT ORDER  -  SECOND    CLASS 0
 GZ2432
 GZ2432.The horizontal coordinates were scaled from a topographic map and have
 GZ2432.an estimated accuracy of +/- 6 seconds.
 GZ2432
 GZ2432.The orthometric height was determined by differential leveling
 GZ2432.and adjusted by the National Geodetic Survey in June 1991..
 GZ2432
 GZ2432.The geoid height was determined by GEOID03.
 GZ2432
 GZ2432.The dynamic height is computed by dividing the NAVD 88
 GZ2432.geopotential number by the normal gravity value computed on the
 GZ2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2432.degrees latitude (g = 980.6199 gals.).
 GZ2432
 GZ2432.The modeled gravity was interpolated from observed gravity values.
 GZ2432
 GZ2432;                    North         East    Units  Estimated Accuracy
 GZ2432;SPC KY1Z     - 1,138,860.    1,489,300.      MT  (+/- 180 meters Scaled)
 GZ2432
 GZ2432                          SUPERSEDED SURVEY CONTROL
 GZ2432
 GZ2432  NGVD 29 (??/??/92)  212.733  (m)          697.94   (f) ADJ UNCH    2 0
 GZ2432
 GZ2432.Superseded values are not recommended for survey control.
 GZ2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2432.See file dsdata.txt to determine how the superseded data were derived.
 GZ2432
 GZ2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG996603(NAD 83)
 GZ2432_MARKER: DD = SURVEY DISK
 GZ2432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2432_SP_SET: CULVERT
 GZ2432_STAMPING: I65-L41 1965
 GZ2432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2432
 GZ2432  HISTORY     - Date     Condition        Report By
 GZ2432  HISTORY     - 1965     MONUMENTED       PAS
 GZ2432  HISTORY     - 1982     GOOD             KYDT
 GZ2432
 GZ2432                          STATION DESCRIPTION
 GZ2432
 GZ2432'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2432'3.6 MI NE FROM SONORA.
 GZ2432'4.5 MILES NORTHEAST ALONG I65 FROM STATE HIGHWAY 84 INTERCHANGE
 GZ2432'AND ABOUT 0.8 MILE SOUTHWEST ALONG I65 FROM STATE HIGHWAY 222
 GZ2432'INTERCHANGE, 188.0 FEET SOUTHWEST OF FENCE CORNER, 82.0 FEET
 GZ2432'NORTHWEST OF POWER POLE, 64.0 FEET WEST OF RIGHT-OF-WAY FENCE,
 GZ2432'32.0 FEET EAST OF EAST EDGE OF PAVEMENT OF I65 NORTHBOUND LANE
 GZ2432'AND 1.3 FEET EAST OF A METAL WITNESS POST AND SIGN.  A KENTUCKY
 GZ2432'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN NORTHEAST END OF
 GZ2432'CULVERT HEADWALL AND STAMPED I65-L41 1965.
 GZ2432
 GZ2432                          STATION RECOVERY (1982)
 GZ2432
 GZ2432'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2437 ***********************************************************************
 GZ2437  DESIGNATION -  I65 L 42
 GZ2437  PID         -  GZ2437
 GZ2437  STATE/COUNTY-  KY/HARDIN
 GZ2437  USGS QUAD   -  TONIEVILLE (1992)
 GZ2437
 GZ2437                         *CURRENT SURVEY CONTROL
 GZ2437  ___________________________________________________________________
 GZ2437* NAD 83(1986)-  37 37 09.     (N)    085 51 50.     (W)     SCALED    
 GZ2437* NAVD 88     -       232.254  (meters)     761.99   (feet)  ADJUSTED  
 GZ2437  ___________________________________________________________________
 GZ2437  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 GZ2437  DYNAMIC HT  -         232.076 (meters)     761.40  (feet)  COMP
 GZ2437  MODELED GRAV-     979,859.2   (mgal)                       NAVD 88
 GZ2437
 GZ2437  VERT ORDER  -  SECOND    CLASS 0
 GZ2437
 GZ2437.The horizontal coordinates were scaled from a topographic map and have
 GZ2437.an estimated accuracy of +/- 6 seconds.
 GZ2437
 GZ2437.The orthometric height was determined by differential leveling
 GZ2437.and adjusted by the National Geodetic Survey in June 1991..
 GZ2437
 GZ2437.The geoid height was determined by GEOID03.
 GZ2437
 GZ2437.The dynamic height is computed by dividing the NAVD 88
 GZ2437.geopotential number by the normal gravity value computed on the
 GZ2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2437.degrees latitude (g = 980.6199 gals.).
 GZ2437
 GZ2437.The modeled gravity was interpolated from observed gravity values.
 GZ2437
 GZ2437;                    North         East    Units  Estimated Accuracy
 GZ2437;SPC KY1Z     - 1,142,710.    1,489,950.      MT  (+/- 180 meters Scaled)
 GZ2437
 GZ2437                          SUPERSEDED SURVEY CONTROL
 GZ2437
 GZ2437  NGVD 29 (??/??/92)  232.368  (m)          762.36   (f) ADJ UNCH    2 0
 GZ2437
 GZ2437.Superseded values are not recommended for survey control.
 GZ2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2437.See file dsdata.txt to determine how the superseded data were derived.
 GZ2437
 GZ2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG002641(NAD 83)
 GZ2437_MARKER: DD = SURVEY DISK
 GZ2437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2437_SP_SET: CONCRETE PIPE
 GZ2437_STAMPING: I65-L42 1965
 GZ2437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2437
 GZ2437  HISTORY     - Date     Condition        Report By
 GZ2437  HISTORY     - 1965     MONUMENTED       PAS
 GZ2437
 GZ2437                          STATION DESCRIPTION
 GZ2437
 GZ2437'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2437'5.1 MI S FROM ELIZABETHTOWN.
 GZ2437'1.70 MILES NORTH ALONG I65 FROM KENTUCKY STATE HIGHWAY 222 AND
 GZ2437'I65 INTERCHANGE, 19.3 FEET EAST OF EAST EDGE OF PAVEMENT OF I65
 GZ2437'NORTHBOUND LANE, 14.2 FEET SOUTH-SOUTHEAST OF THE NORTHEAST END
 GZ2437'OF A METAL GUARD RAIL AND 9.5 FEET NORTH-NORTHWEST OF METAL
 GZ2437'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 GZ2437'MARK DISK SET IN THE CENTER OF EAST HEADWALL OF AN 18 INCH
 GZ2437'CONCRETE PIPE AND STAMPED I65-L42 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2438 ***********************************************************************
 GZ2438  DESIGNATION -  I65 L 43
 GZ2438  PID         -  GZ2438
 GZ2438  STATE/COUNTY-  KY/HARDIN
 GZ2438  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2438
 GZ2438                         *CURRENT SURVEY CONTROL
 GZ2438  ___________________________________________________________________
 GZ2438* NAD 83(1986)-  37 38 01.     (N)    085 51 38.     (W)     SCALED    
 GZ2438* NAVD 88     -       230.318  (meters)     755.63   (feet)  ADJUSTED  
 GZ2438  ___________________________________________________________________
 GZ2438  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 GZ2438  DYNAMIC HT  -         230.142 (meters)     755.06  (feet)  COMP
 GZ2438  MODELED GRAV-     979,861.1   (mgal)                       NAVD 88
 GZ2438
 GZ2438  VERT ORDER  -  SECOND    CLASS 0
 GZ2438
 GZ2438.The horizontal coordinates were scaled from a topographic map and have
 GZ2438.an estimated accuracy of +/- 6 seconds.
 GZ2438
 GZ2438.The orthometric height was determined by differential leveling
 GZ2438.and adjusted by the National Geodetic Survey in June 1991..
 GZ2438
 GZ2438.The geoid height was determined by GEOID03.
 GZ2438
 GZ2438.The dynamic height is computed by dividing the NAVD 88
 GZ2438.geopotential number by the normal gravity value computed on the
 GZ2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2438.degrees latitude (g = 980.6199 gals.).
 GZ2438
 GZ2438.The modeled gravity was interpolated from observed gravity values.
 GZ2438
 GZ2438;                    North         East    Units  Estimated Accuracy
 GZ2438;SPC KY1Z     - 1,144,310.    1,490,240.      MT  (+/- 180 meters Scaled)
 GZ2438
 GZ2438                          SUPERSEDED SURVEY CONTROL
 GZ2438
 GZ2438  NGVD 29 (??/??/92)  230.434  (m)          756.02   (f) ADJ UNCH    2 0
 GZ2438
 GZ2438.Superseded values are not recommended for survey control.
 GZ2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2438.See file dsdata.txt to determine how the superseded data were derived.
 GZ2438
 GZ2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG005657(NAD 83)
 GZ2438_MARKER: DD = SURVEY DISK
 GZ2438_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GZ2438_SP_SET: BRIDGE WALKWAY
 GZ2438_STAMPING: I 65 L 43 1965
 GZ2438_MARK LOGO: KYHD  
 GZ2438_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2438
 GZ2438  HISTORY     - Date     Condition        Report By
 GZ2438  HISTORY     - 1965     MONUMENTED       PAS
 GZ2438  HISTORY     - 1982     GOOD             KYDT
 GZ2438  HISTORY     - 19940420 GOOD             KYDT
 GZ2438
 GZ2438                          STATION DESCRIPTION
 GZ2438
 GZ2438'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2438'4.1 MI S FROM ELIZABETHTOWN.
 GZ2438'2.7 MILES NORTH ALONG I65 FROM KENTUCKY STATE HIGHWAY 222 AND
 GZ2438'I65 INTERCHANGE.  MARK IS SET IN CENTER OF WALKWAY AT SOUTHEAST
 GZ2438'END OF UNDERPASS AND 8.3 FEET NORTH OF A METAL WITNESS POST AND
 GZ2438'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK STAMPED
 GZ2438'I65-L43 1965.
 GZ2438
 GZ2438                          STATION RECOVERY (1982)
 GZ2438
 GZ2438'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2438'RECOVERED IN GOOD CONDITION.
 GZ2438
 GZ2438                          STATION RECOVERY (1994)
 GZ2438
 GZ2438'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RH)
 GZ2438'ABOUT 2.7 MILES (4.3 KM) NORTH ALONG I 65 FROM KY 222 AND I 65
 GZ2438'INTERCHANGE AT HODGENVILLE, ABOUT 2.8 MILES (4.5 KM) SOUTH ALONG I 65
 GZ2438'FROM I 65 AND WESTERN KENTUCKY PARKWAY / US 31 W INTERCHANGE, AT
 GZ2438'OVERPASS BRIDGE OVER EAST RHUDES CREEK ROAD, SET IN THE WALKWAY AT THE
 GZ2438'SOUTHEAST END OF THE NORTHBOUND BRIDGE, 8.3 FEET (2.5 M) NORTH OF A
 GZ2438'METAL WITNESS POST AND SIGN AND BEING PARTIALLY COVERED BY A CONCRETE
 GZ2438'GUARDRAIL ANCHOR BUT STILL ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2444 ***********************************************************************
 GZ2444  DESIGNATION -  I65 L 45
 GZ2444  PID         -  GZ2444
 GZ2444  STATE/COUNTY-  KY/HARDIN
 GZ2444  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2444
 GZ2444                         *CURRENT SURVEY CONTROL
 GZ2444  ___________________________________________________________________
 GZ2444* NAD 83(1986)-  37 40 41.     (N)    085 50 50.     (W)     SCALED    
 GZ2444* NAVD 88     -       227.850  (meters)     747.54   (feet)  ADJUSTED  
 GZ2444  ___________________________________________________________________
 GZ2444  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 GZ2444  DYNAMIC HT  -         227.678 (meters)     746.97  (feet)  COMP
 GZ2444  MODELED GRAV-     979,868.6   (mgal)                       NAVD 88
 GZ2444
 GZ2444  VERT ORDER  -  SECOND    CLASS 0
 GZ2444
 GZ2444.The horizontal coordinates were scaled from a topographic map and have
 GZ2444.an estimated accuracy of +/- 6 seconds.
 GZ2444
 GZ2444.The orthometric height was determined by differential leveling
 GZ2444.and adjusted by the National Geodetic Survey in June 1991..
 GZ2444
 GZ2444.The geoid height was determined by GEOID03.
 GZ2444
 GZ2444.The dynamic height is computed by dividing the NAVD 88
 GZ2444.geopotential number by the normal gravity value computed on the
 GZ2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2444.degrees latitude (g = 980.6199 gals.).
 GZ2444
 GZ2444.The modeled gravity was interpolated from observed gravity values.
 GZ2444
 GZ2444;                    North         East    Units  Estimated Accuracy
 GZ2444;SPC KY1Z     - 1,149,250.    1,491,420.      MT  (+/- 180 meters Scaled)
 GZ2444
 GZ2444                          SUPERSEDED SURVEY CONTROL
 GZ2444
 GZ2444  NGVD 29 (??/??/92)  227.969  (m)          747.93   (f) ADJ UNCH    2 0
 GZ2444
 GZ2444.Superseded values are not recommended for survey control.
 GZ2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2444.See file dsdata.txt to determine how the superseded data were derived.
 GZ2444
 GZ2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG016707(NAD 83)
 GZ2444_MARKER: DD = SURVEY DISK
 GZ2444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2444_SP_SET: HEADWALL
 GZ2444_STAMPING: I65-L45 1965
 GZ2444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2444
 GZ2444  HISTORY     - Date     Condition        Report By
 GZ2444  HISTORY     - 1965     MONUMENTED       PAS
 GZ2444
 GZ2444                          STATION DESCRIPTION
 GZ2444
 GZ2444'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2444'1.3 MI SE FROM ELIZABETHTOWN.
 GZ2444'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 31W FROM THE SOUTH SIDE
 GZ2444'OF THE COURTHOUSE SQUARE IN ELIZABETHTOWN, KENTUCKY, 38.6
 GZ2444'FEET SOUTHEAST OF FENCE CORNER, 18.5 FEET SOUTHEAST OF A 36
 GZ2444'INCH CONCRETE PIPE, 12.5 FEET NORTHEAST OF ANCHOR POST IN
 GZ2444'RIGHT-OF-WAY FENCE AND 3.0 FEET NORTHWEST OF METAL WITNESS
 GZ2444'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 GZ2444'DISK SET IN THE SOUTHWEST END OF HEADWALL AND STAMPED I65-L45
 GZ2444'1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0265 ***********************************************************************
 HA0265  DESIGNATION -  I65 L 5
 HA0265  PID         -  HA0265
 HA0265  STATE/COUNTY-  KY/WARREN
 HA0265  USGS QUAD   -  SMITHS GROVE (1994)
 HA0265
 HA0265                         *CURRENT SURVEY CONTROL
 HA0265  ___________________________________________________________________
 HA0265* NAD 83(1986)-  37 02 00.     (N)    086 11 06.     (W)     SCALED    
 HA0265* NAVD 88     -       211.590  (meters)     694.19   (feet)  ADJUSTED  
 HA0265  ___________________________________________________________________
 HA0265  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HA0265  DYNAMIC HT  -         211.426 (meters)     693.65  (feet)  COMP
 HA0265  MODELED GRAV-     979,850.6   (mgal)                       NAVD 88
 HA0265
 HA0265  VERT ORDER  -  SECOND    CLASS 0
 HA0265
 HA0265.The horizontal coordinates were scaled from a topographic map and have
 HA0265.an estimated accuracy of +/- 6 seconds.
 HA0265
 HA0265.The orthometric height was determined by differential leveling
 HA0265.and adjusted by the National Geodetic Survey in June 1991..
 HA0265
 HA0265.The geoid height was determined by GEOID03.
 HA0265
 HA0265.The dynamic height is computed by dividing the NAVD 88
 HA0265.geopotential number by the normal gravity value computed on the
 HA0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0265.degrees latitude (g = 980.6199 gals.).
 HA0265
 HA0265.The modeled gravity was interpolated from observed gravity values.
 HA0265
 HA0265;                    North         East    Units  Estimated Accuracy
 HA0265;SPC KY1Z     - 1,077,780.    1,461,300.      MT  (+/- 180 meters Scaled)
 HA0265
 HA0265                          SUPERSEDED SURVEY CONTROL
 HA0265
 HA0265  NGVD 29 (??/??/92)  211.705  (m)          694.57   (f) ADJ UNCH    2 0
 HA0265
 HA0265.Superseded values are not recommended for survey control.
 HA0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0265.See file dsdata.txt to determine how the superseded data were derived.
 HA0265
 HA0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF724988(NAD 83)
 HA0265_MARKER: DD = SURVEY DISK
 HA0265_SETTING: 0 = UNSPECIFIED SETTING
 HA0265_STAMPING: I65-L5-1964
 HA0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0265
 HA0265  HISTORY     - Date     Condition        Report By
 HA0265  HISTORY     - 1964     MONUMENTED       PAS
 HA0265
 HA0265                          STATION DESCRIPTION
 HA0265
 HA0265'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0265'1.8 MI SSE FROM SMITHS GROVE.
 HA0265'MARK IS LOCATED ABOUT 1.30 MILES SOUTH ALONG STATE HIGHWAY 101
 HA0265'FROM THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT SMITHS
 HA0265'GROVE TO JUNCTION OF U.S. HIGHWAY 68 AND STATE HIGHWAY 80, THENCE
 HA0265'1.65 MILES EAST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80, 82.0
 HA0265'FEET NORTHWEST OF CENTER OF ROAD AND DRIVE, 27.0 FEET WEST OF
 HA0265'TELEPHONE POLE, 20.0 FEET NORTH OF CENTER OF U.S. HIGHWAY 68,
 HA0265'11.5 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HA0265'DEPARTMENT OF HIGHWAYS SURVEY TABLET DRILLED IN THE EAST END OF
 HA0265'NORTH ABUTMENT AND STAMPED I65-L5-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0267 ***********************************************************************
 HA0267  DESIGNATION -  I65 L 6
 HA0267  PID         -  HA0267
 HA0267  STATE/COUNTY-  KY/WARREN
 HA0267  USGS QUAD   -  SMITHS GROVE (1994)
 HA0267
 HA0267                         *CURRENT SURVEY CONTROL
 HA0267  ___________________________________________________________________
 HA0267* NAD 83(1986)-  37 02 36.     (N)    086 09 56.     (W)     SCALED    
 HA0267* NAVD 88     -       195.050  (meters)     639.93   (feet)  ADJUSTED  
 HA0267  ___________________________________________________________________
 HA0267  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HA0267  DYNAMIC HT  -         194.899 (meters)     639.43  (feet)  COMP
 HA0267  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 HA0267
 HA0267  VERT ORDER  -  SECOND    CLASS 0
 HA0267
 HA0267.The horizontal coordinates were scaled from a topographic map and have
 HA0267.an estimated accuracy of +/- 6 seconds.
 HA0267
 HA0267.The orthometric height was determined by differential leveling
 HA0267.and adjusted by the National Geodetic Survey in June 1991..
 HA0267
 HA0267.The geoid height was determined by GEOID03.
 HA0267
 HA0267.The dynamic height is computed by dividing the NAVD 88
 HA0267.geopotential number by the normal gravity value computed on the
 HA0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0267.degrees latitude (g = 980.6199 gals.).
 HA0267
 HA0267.The modeled gravity was interpolated from observed gravity values.
 HA0267
 HA0267;                    North         East    Units  Estimated Accuracy
 HA0267;SPC KY1Z     - 1,078,880.    1,463,030.      MT  (+/- 180 meters Scaled)
 HA0267
 HA0267                          SUPERSEDED SURVEY CONTROL
 HA0267
 HA0267  NGVD 29 (??/??/92)  195.168  (m)          640.31   (f) ADJ UNCH    2 0
 HA0267
 HA0267.Superseded values are not recommended for survey control.
 HA0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0267.See file dsdata.txt to determine how the superseded data were derived.
 HA0267
 HA0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG742000(NAD 83)
 HA0267_MARKER: DD = SURVEY DISK
 HA0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0267_STAMPING: I65-L6-1964
 HA0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0267+STABILITY: SURFACE MOTION
 HA0267
 HA0267  HISTORY     - Date     Condition        Report By
 HA0267  HISTORY     - 1964     MONUMENTED       PAS
 HA0267
 HA0267                          STATION DESCRIPTION
 HA0267
 HA0267'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0267'2.4 MI E FROM SMITHS GROVE.
 HA0267'MARK IS LOCATED ABOUT 1.55 MILES EAST ALONG BLACKTOP ROAD FROM
 HA0267'THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT SMITHS GROVE
 HA0267'TO Y-FORK AND END OF PAVEMENT.  TAKE RIGHT FORK FOR 1.15 MILES
 HA0267'SOUTHEAST ALONG GRAVEL ROAD, 17.0 FEET NORTH OF CENTER OF ROAD,
 HA0267'8.5 FEET EAST OF CENTER OF GATE AT FIELD ROAD AND 1.00 FOOT WEST
 HA0267'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF
 HA0267'HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE POST PROJECTING
 HA0267'3 INCHES AND STAMPED I65-L6-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0268 ***********************************************************************
 HA0268  DESIGNATION -  I65 L 7
 HA0268  PID         -  HA0268
 HA0268  STATE/COUNTY-  KY/WARREN
 HA0268  USGS QUAD   -  SMITHS GROVE (1994)
 HA0268
 HA0268                         *CURRENT SURVEY CONTROL
 HA0268  ___________________________________________________________________
 HA0268* NAD 83(1986)-  37 02 49.     (N)    086 09 01.     (W)     SCALED    
 HA0268* NAVD 88     -       198.176  (meters)     650.18   (feet)  ADJUSTED  
 HA0268  ___________________________________________________________________
 HA0268  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HA0268  DYNAMIC HT  -         198.023 (meters)     649.68  (feet)  COMP
 HA0268  MODELED GRAV-     979,851.1   (mgal)                       NAVD 88
 HA0268
 HA0268  VERT ORDER  -  SECOND    CLASS 0
 HA0268
 HA0268.The horizontal coordinates were scaled from a topographic map and have
 HA0268.an estimated accuracy of +/- 6 seconds.
 HA0268
 HA0268.The orthometric height was determined by differential leveling
 HA0268.and adjusted by the National Geodetic Survey in June 1991..
 HA0268
 HA0268.The geoid height was determined by GEOID03.
 HA0268
 HA0268.The dynamic height is computed by dividing the NAVD 88
 HA0268.geopotential number by the normal gravity value computed on the
 HA0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0268.degrees latitude (g = 980.6199 gals.).
 HA0268
 HA0268.The modeled gravity was interpolated from observed gravity values.
 HA0268
 HA0268;                    North         East    Units  Estimated Accuracy
 HA0268;SPC KY1Z     - 1,079,280.    1,464,390.      MT  (+/- 180 meters Scaled)
 HA0268
 HA0268                          SUPERSEDED SURVEY CONTROL
 HA0268
 HA0268  NGVD 29 (??/??/92)  198.295  (m)          650.57   (f) ADJ UNCH    2 0
 HA0268
 HA0268.Superseded values are not recommended for survey control.
 HA0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0268.See file dsdata.txt to determine how the superseded data were derived.
 HA0268
 HA0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG755004(NAD 83)
 HA0268_MARKER: DD = SURVEY DISK
 HA0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0268_STAMPING: I65-L7-1964
 HA0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0268+STABILITY: SURFACE MOTION
 HA0268
 HA0268  HISTORY     - Date     Condition        Report By
 HA0268  HISTORY     - 1964     MONUMENTED       PAS
 HA0268
 HA0268                          STATION DESCRIPTION
 HA0268
 HA0268'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0268'3.2 MI E FROM SMITHS GROVE.
 HA0268'MARK IS LOCATED ABOUT 1.55 MILES EAST ALONG BLACKTOP ROAD FROM
 HA0268'THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING AT SMITHS GROVE
 HA0268'TO Y-FORK AND END OF PAVEMENT.  TAKE RIGHT FORK FOR 1.95 MILES
 HA0268'SOUTHEAST ALONG GRAVEL ROAD TO T-ROAD NORTH, THENCE 0.35 MILE
 HA0268'NORTH ALONG GRAVEL ROAD, 111.0 FEET SOUTH OF SOUTHEAST CORNER
 HA0268'OF A TWO STORY HOUSE, 68.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 HA0268'OF BARN, 44.5 FEET WEST OF CENTER OF ROAD, 30.7 FEET SOUTHEAST
 HA0268'OF THE SOUTHEAST CORNER OF GARAGE AND 2.0 FEET EAST OF METAL
 HA0268'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 HA0268'TABLET SET IN TOP OF CONCRETE POST FLUSH WITH THE GROUND AND
 HA0268'STAMPED I65-L7-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0269 ***********************************************************************
 HA0269  DESIGNATION -  I65 L 8
 HA0269  PID         -  HA0269
 HA0269  STATE/COUNTY-  KY/WARREN
 HA0269  USGS QUAD   -  SMITHS GROVE (1994)
 HA0269
 HA0269                         *CURRENT SURVEY CONTROL
 HA0269  ___________________________________________________________________
 HA0269* NAD 83(1986)-  37 03 32.     (N)    086 07 38.     (W)     SCALED    
 HA0269* NAVD 88     -       184.151  (meters)     604.17   (feet)  ADJUSTED  
 HA0269  ___________________________________________________________________
 HA0269  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HA0269  DYNAMIC HT  -         184.009 (meters)     603.70  (feet)  COMP
 HA0269  MODELED GRAV-     979,851.3   (mgal)                       NAVD 88
 HA0269
 HA0269  VERT ORDER  -  SECOND    CLASS 0
 HA0269
 HA0269.The horizontal coordinates were scaled from a topographic map and have
 HA0269.an estimated accuracy of +/- 6 seconds.
 HA0269
 HA0269.The orthometric height was determined by differential leveling
 HA0269.and adjusted by the National Geodetic Survey in June 1991..
 HA0269
 HA0269.The geoid height was determined by GEOID03.
 HA0269
 HA0269.The dynamic height is computed by dividing the NAVD 88
 HA0269.geopotential number by the normal gravity value computed on the
 HA0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0269.degrees latitude (g = 980.6199 gals.).
 HA0269
 HA0269.The modeled gravity was interpolated from observed gravity values.
 HA0269
 HA0269;                    North         East    Units  Estimated Accuracy
 HA0269;SPC KY1Z     - 1,080,590.    1,466,450.      MT  (+/- 180 meters Scaled)
 HA0269
 HA0269                          SUPERSEDED SURVEY CONTROL
 HA0269
 HA0269  NGVD 29 (??/??/92)  184.270  (m)          604.56   (f) ADJ UNCH    2 0
 HA0269
 HA0269.Superseded values are not recommended for survey control.
 HA0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0269.See file dsdata.txt to determine how the superseded data were derived.
 HA0269
 HA0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG775017(NAD 83)
 HA0269_MARKER: DD = SURVEY DISK
 HA0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0269_STAMPING: I65-L8-1964
 HA0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0269+STABILITY: SURFACE MOTION
 HA0269
 HA0269  HISTORY     - Date     Condition        Report By
 HA0269  HISTORY     - 1964     MONUMENTED       PAS
 HA0269
 HA0269                          STATION DESCRIPTION
 HA0269
 HA0269'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0269'1 MI SE FROM ROCKY HILL.
 HA0269'MARK IS LOCATED ABOUT 1.01 MILES SOUTHEAST ALONG STATE HIGHWAY 259
 HA0269'FROM THE RAILROAD CROSSING AT ROCKY HILL.  BENCH MARK IS SETTING
 HA0269'IN THE CENTER OF GRASS TRIANGLE, 86.0 FEET NORTHWEST OF WOODEN
 HA0269'BRIDGE OVER STREAM, 28.5 FEET SOUTHEAST OF CENTER OF ROAD AND
 HA0269'3.8 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HA0269'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN CONCRETE POST FLUSH
 HA0269'WITH THE GROUND AND STAMPED I65-L8-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0270 ***********************************************************************
 HA0270  DESIGNATION -  I65 L 9
 HA0270  PID         -  HA0270
 HA0270  STATE/COUNTY-  KY/WARREN
 HA0270  USGS QUAD   -  PARK CITY (1973)
 HA0270
 HA0270                         *CURRENT SURVEY CONTROL
 HA0270  ___________________________________________________________________
 HA0270* NAD 83(1986)-  37 03 29.     (N)    086 06 51.     (W)     SCALED    
 HA0270* NAVD 88     -       190.481  (meters)     624.94   (feet)  ADJUSTED  
 HA0270  ___________________________________________________________________
 HA0270  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HA0270  DYNAMIC HT  -         190.333 (meters)     624.45  (feet)  COMP
 HA0270  MODELED GRAV-     979,849.6   (mgal)                       NAVD 88
 HA0270
 HA0270  VERT ORDER  -  SECOND    CLASS 0
 HA0270
 HA0270.The horizontal coordinates were scaled from a topographic map and have
 HA0270.an estimated accuracy of +/- 6 seconds.
 HA0270
 HA0270.The orthometric height was determined by differential leveling
 HA0270.and adjusted by the National Geodetic Survey in June 1991..
 HA0270
 HA0270.The geoid height was determined by GEOID03.
 HA0270
 HA0270.The dynamic height is computed by dividing the NAVD 88
 HA0270.geopotential number by the normal gravity value computed on the
 HA0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0270.degrees latitude (g = 980.6199 gals.).
 HA0270
 HA0270.The modeled gravity was interpolated from observed gravity values.
 HA0270
 HA0270;                    North         East    Units  Estimated Accuracy
 HA0270;SPC KY1Z     - 1,080,500.    1,467,610.      MT  (+/- 180 meters Scaled)
 HA0270
 HA0270                          SUPERSEDED SURVEY CONTROL
 HA0270
 HA0270  NGVD 29 (??/??/92)  190.598  (m)          625.32   (f) ADJ UNCH    2 0
 HA0270
 HA0270.Superseded values are not recommended for survey control.
 HA0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0270.See file dsdata.txt to determine how the superseded data were derived.
 HA0270
 HA0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG787016(NAD 83)
 HA0270_MARKER: DD = SURVEY DISK
 HA0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0270_STAMPING: I65-L9-1965
 HA0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0270+STABILITY: SURFACE MOTION
 HA0270
 HA0270  HISTORY     - Date     Condition        Report By
 HA0270  HISTORY     - 1964     MONUMENTED       PAS
 HA0270
 HA0270                          STATION DESCRIPTION
 HA0270
 HA0270'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HA0270'1.4 MI SE FROM ROCKY HILL.
 HA0270'MARK IS LOCATED ABOUT 1.01 MILES SOUTHEAST ALONG STATE HIGHWAY
 HA0270'259 FROM THE RAILROAD CROSSING AT ROCKY HILL TO T-ROAD EAST,
 HA0270'THENCE 1.10 MILES EAST ALONG GRAVEL ROAD TO PRIVATE DRIVE NORTH,
 HA0270'THENCE 0.55 MILE NORTH ALONG DRIVE, 100.0 FEET NORTHEAST OF A
 HA0270'48 INCH POST OAK TREE, 89.0 FEET NORTHEAST OF THE NORTHEAST
 HA0270'CORNER OF MR. BARRY JOHNSONS RESIDENCE, 28.0 FEET SOUTH OF FENCE
 HA0270'CORNER AND 1.8 FEET WEST OF METAL WITNESS POST AND SIGN.  A
 HA0270'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN CONCRETE
 HA0270'POST FLUSH WITH THE GROUND AND STAMPED I65-L9-1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2387 ***********************************************************************
 GC2387  DESIGNATION -  I65 T 11
 GC2387  PID         -  GC2387
 GC2387  STATE/COUNTY-  KY/SIMPSON
 GC2387  USGS QUAD   -  FRANKLIN (1994)
 GC2387
 GC2387                         *CURRENT SURVEY CONTROL
 GC2387  ___________________________________________________________________
 GC2387* NAD 83(1993)-  36 38 57.44745(N)    086 34 06.47274(W)     ADJUSTED  
 GC2387* NAVD 88     -       240.3    (meters)     788.     (feet)  VERTCON   
 GC2387  ___________________________________________________________________
 GC2387  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 GC2387  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GC2387
 GC2387  HORZ ORDER  -  SECOND
 GC2387
 GC2387.The horizontal coordinates were established by classical geodetic methods
 GC2387.and adjusted by the National Geodetic Survey in December 1995..
 GC2387
 GC2387.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2387
 GC2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2387
 GC2387.The geoid height was determined by GEOID03.
 GC2387
 GC2387;                    North         East     Units Scale Factor Converg.
 GC2387;SPC KY1Z     - 1,035,389.054 1,426,805.138   MT  1.00013209   -0 30 09.0
 GC2387;SPC KY1Z     - 3,396,938.92  4,681,109.86   sFT  1.00013209   -0 30 09.0
 GC2387;SPC KY S     -   535,380.139   426,813.588   MT  1.00001632   -0 29 46.9
 GC2387;SPC KY S     - 1,756,493.01  1,400,304.25   sFT  1.00001632   -0 29 46.9
 GC2387;SPC TN       -   257,110.974   549,166.336   MT  1.00004954   -0 19 58.1
 GC2387;SPC TN       -   843,538.25  1,801,723.22   sFT  1.00004954   -0 19 58.1
 GC2387;UTM  16      - 4,056,054.934   538,572.047   MT  0.99961833   +0 15 27.3
 GC2387
 GC2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2387!SPC KY1Z     -   0.99996698  x   1.00013209  =   1.00009907
 GC2387!SPC KY S     -   0.99996698  x   1.00001632  =   0.99998330
 GC2387!SPC TN       -   0.99996698  x   1.00004954  =   1.00001652
 GC2387!UTM  16      -   0.99996698  x   0.99961833  =   0.99958532
 GC2387
 GC2387:                Primary Azimuth Mark                     Grid Az
 GC2387:SPC KY1Z     -  I65 KL 1                                 023 36 47.4
 GC2387:SPC KY S     -  I65 KL 1                                 023 36 25.3
 GC2387:SPC TN       -  I65 KL 1                                 023 26 36.5
 GC2387:UTM  16      -  I65 KL 1                                 022 51 11.1
 GC2387
 GC2387|---------------------------------------------------------------------|
 GC2387| PID    Reference Object                     Distance      Geod. Az  |
 GC2387|                                                           dddmmss.s |
 GC2387| GC1073 I65 KL 1                                           0230638.4 |
 GC2387| GC2397 TENNESSEE GAS TRANS KIA 570         APPROX. 3.6 KM 1671455.7 |
 GC2387| CG6592 I65 T 11 RM 1                        19.549 METERS 18806     |
 GC2387| CG6593 I65 T 11 RM 2                        10.095 METERS 21235     |
 GC2387|---------------------------------------------------------------------|
 GC2387
 GC2387                          SUPERSEDED SURVEY CONTROL
 GC2387
 GC2387  NAD 83(1986)-  36 38 57.45627(N)    086 34 06.47711(W) AD(       ) 2
 GC2387  NAD 27      -  36 38 57.31788(N)    086 34 06.48661(W) AD(       ) 2
 GC2387  NGVD 29 (07/19/86)  240.4    (m)          789.     (f) VERT ANG       
 GC2387
 GC2387.Superseded values are not recommended for survey control.
 GC2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2387.See file dsdata.txt to determine how the superseded data were derived.
 GC2387
 GC2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3857256055(NAD 83)
 GC2387_MARKER: DD = SURVEY DISK
 GC2387_SETTING: 0 = UNSPECIFIED SETTING
 GC2387
 GC2387  HISTORY     - Date     Condition        Report By
 GC2387  HISTORY     - 1964     MONUMENTED       KYHD
 GC2387
 GC2387                          STATION DESCRIPTION
 GC2387
 GC2387'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 GC2387'THE STATION IS LOCATED 4.90 MILES SOUTH OF FRANKLIN, KENTUCKY, 1.00
 GC2387'MILE NORTH OF THE TENNESSEE-KENTUCKY STATE LINE ON INTERSTATE 65
 GC2387'RIGHT-OF-WAY.
 GC2387'
 GC2387'TO REACH THE STATION FROM THE INTERSTATE 65 AND 31W INTERCHANGE
 GC2387'(ABOUT 4.50 MILES SOUTH OF THE SIMPSON COUNTY COURTHOUSE IN FRANKLIN,
 GC2387'KENTUCKY), GO SOUTHWEST ON INTERSTATE 65 FOR 1.05 MILES TO KL-1 1964
 GC2387'ON RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.40 MILE TO STATION ON RIGHT,
 GC2387'84.0 FEET WEST OF CENTER OF SOUTHBOUND LANE, 10.8 FEET EAST OF
 GC2387'RIGHT-OF-WAY FENCE AND 10.0 FEET NORTHEAST OF METAL WITNESS POST
 GC2387'AND SIGN.  THE MARK IS SET FLUSH WITH THE GROUND AND THE TABLET IS
 GC2387'STAMPED I65-T11 1964.
 GC2387'
 GC2387'R.M. NO. 1 IS 64.14 FEET NORTH OF STATION, 92.0 FEET WEST OF
 GC2387'SOUTHBOUND LANE, 63.0 FEET SOUTHWEST OF TWIN TRUNK ON OAK TREE AND
 GC2387'7.8 FEET SOUTHWEST OF ANCHOR POST AND RIGHT-OF-WAY FENCE.  THE MARK
 GC2387'IS PROJECTING 3 INCHES AND STAMPED I65-T11 R.M. NO. 1 1964.
 GC2387'
 GC2387'R.M. NO. 2 IS 33.12 FEET SOUTHWEST OF STATION, 91.0 FEET WEST OF
 GC2387'SOUTHBOUND LANE AND 1.4 EAST OF RIGHT-OF-WAY FENCE.  THE MARK IS
 GC2387'SET FLUSH WITH THE GROUND AND STAMPED I65-T11 R.M. NO. 2 1964.
 GC2387'
 GC2387'NOTE - B.M. I65-KL1 1964 IS THE AZIMUTH FOR THIS STATION.
 GC2387'
 GC2387'B.M. I65-KL1 1964 IS LOCATED 0.40 MILE NORTHEAST OF STATION ON I65
 GC2387'RIGHT-OF-WAY, 106.5 FEET NORTH-NORTHWEST OF CENTER OF INTERSTATE
 GC2387'65 SOUTHBOUND LANE, 1.0 FOOT SOUTHEAST OF RIGHT-OF-WAY FENCE AND 0.9
 GC2387'FOOT SOUTHEAST OF METAL WITNESS POST AND SIGN.  THE MARK IS
 GC2387'PROJECTING 2 INCHES AND IS STAMPED I65-KL1 1964.
 GC2387'
 GC2387'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC2387'DEPARTMENT OF HIGHWAYS SURVEY TABETS SET IN CONCRETE AS DESCRIBED.
 GC2387'
 GC2387'HEIGHT OF LIGHT ABOVE STATION MARK 15.68 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2388 ***********************************************************************
 GC2388  DESIGNATION -  I65 T 12
 GC2388  PID         -  GC2388
 GC2388  STATE/COUNTY-  KY/SIMPSON
 GC2388  USGS QUAD   -  FRANKLIN (1994)
 GC2388
 GC2388                         *CURRENT SURVEY CONTROL
 GC2388  ___________________________________________________________________
 GC2388* NAD 83(1993)-  36 42 12.50369(N)    086 31 45.02725(W)     ADJUSTED  
 GC2388* NAVD 88     -       217.4    (meters)     713.     (feet)  VERTCON   
 GC2388  ___________________________________________________________________
 GC2388  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 GC2388  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 GC2388
 GC2388  HORZ ORDER  -  SECOND
 GC2388
 GC2388.The horizontal coordinates were established by classical geodetic methods
 GC2388.and adjusted by the National Geodetic Survey in December 1995..
 GC2388
 GC2388.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2388
 GC2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2388
 GC2388.The geoid height was determined by GEOID03.
 GC2388
 GC2388;                    North         East     Units Scale Factor Converg.
 GC2388;SPC KY1Z     - 1,041,372.197 1,430,368.983   MT  1.00011252   -0 28 42.2
 GC2388;SPC KY1Z     - 3,416,568.62  4,692,802.24   sFT  1.00011252   -0 28 42.2
 GC2388;SPC KY S     -   541,362.989   430,376.410   MT  1.00000555   -0 28 21.1
 GC2388;SPC KY S     - 1,776,121.74  1,411,993.27   sFT  1.00000555   -0 28 21.1
 GC2388;UTM  16      - 4,062,081.790   542,054.475   MT  0.99962179   +0 16 53.1
 GC2388
 GC2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2388!SPC KY1Z     -   0.99997059  x   1.00011252  =   1.00008311
 GC2388!SPC KY S     -   0.99997059  x   1.00000555  =   0.99997614
 GC2388!UTM  16      -   0.99997059  x   0.99962179  =   0.99959239
 GC2388
 GC2388|---------------------------------------------------------------------|
 GC2388| PID    Reference Object                     Distance      Geod. Az  |
 GC2388|                                                           dddmmss.s |
 GC2388| CG6595 I65 T 12 RM 2                        10.970 METERS 00917     |
 GC2388| GC1078 I65 KL 6                                           0270007.0 |
 GC2388| CG6594 I65 T 12 RM 1                        10.512 METERS 21754     |
 GC2388| GC2383 FRANKLIN MUNICIPAL TANK             APPROX. 4.4 KM 2984616.0 |
 GC2388|---------------------------------------------------------------------|
 GC2388
 GC2388                          SUPERSEDED SURVEY CONTROL
 GC2388
 GC2388  NAD 83(1986)-  36 42 12.51280(N)    086 31 45.03181(W) AD(       ) 2
 GC2388  NAD 27      -  36 42 12.37057(N)    086 31 45.04723(W) AD(       ) 2
 GC2388  NGVD 29 (07/19/86)  217.5    (m)          714.     (f) VERT ANG       
 GC2388
 GC2388.Superseded values are not recommended for survey control.
 GC2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2388.See file dsdata.txt to determine how the superseded data were derived.
 GC2388
 GC2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4205462082(NAD 83)
 GC2388_MARKER: DD = SURVEY DISK
 GC2388_SETTING: 0 = UNSPECIFIED SETTING
 GC2388
 GC2388  HISTORY     - Date     Condition        Report By
 GC2388  HISTORY     - 1964     MONUMENTED       KYHD
 GC2388
 GC2388                          STATION DESCRIPTION
 GC2388
 GC2388'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 GC2388'STATION IS LOCATED ABOUT 3.00 MILES EAST OF FRANKLIN, KENTUCKY ON
 GC2388'INTERSTATE 65 RIGHT-OF-WAY.
 GC2388'
 GC2388'TO REACH THE STATION FROM INTERSTATE 65 AND 31W INTERCHANGE (ABOUT
 GC2388'4.50 MILES SOUTH OF SIMPSON COUNTY COURTHOUSE IN FRANKLIN,
 GC2388'KENTUCKY), GO NORTHEAST ON INTERSTATE 65 FOR 3.15 MILES TO STATION ON
 GC2388'LEFT.
 GC2388'
 GC2388'STATION IS ALSO LOCATED 1.10 MILES SOUTHWEST FROM STATE HIGHWAY 100
 GC2388'INTERCHANGE, 88.0 FEET WEST OF SOUTHBOUND LANE, 12.0 FEET SOUTHEAST
 GC2388'OF FENCE CORNER, 10.5 FEET EAST OF ANCHOR POST IN RIGHT-OF-WAY FENCE,
 GC2388'10.0 FEET EAST OF METAL WITNESS POST AND SIGN AND SETTING ON A
 GC2388'BANK ABOUT 16.0 FEET HIGHER THAN ROAD.  THE MARK IS SET FLUSH WITH
 GC2388'THE GROUND AND IS STAMPED I65-T12 1964.
 GC2388'
 GC2388'R.M. NO. 1 IS 34.49 FT SOUTHWEST OF STATION, 97.0 FEET WEST OF CENTER
 GC2388'OF SOUTHBOUND LANE, 37.0 FEET SOUTH OF ANCHOR POST IN RIGHT-OF-WAY
 GC2388'FENCE, 27.0 FEET SOUTH OF FENCE CORNER AND 1.5 FEET EAST OF
 GC2388'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 3 INCHES AND IS STAMPED
 GC2388'I65-T12 R.M. NO. 1 1964.
 GC2388'
 GC2388'R.M. NO. 2 IS 35.99 FEET NORTH OF STATION, 97.0 FEET WEST OF CENTER
 GC2388'OF SOUTHBOUND LANE, 41.5 FEET NORTH OF FENCE CORNER AND 1.5 EAST OF
 GC2388'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2 INCHES AND IS STAMPED
 GC2388'I65-T12 R.M. NO. 2 1964.
 GC2388'
 GC2388'NOTE - LEVEL B.M. I65-KL6 1964 WAS USED FOR AZIMUTH FOR THIS STATION.
 GC2388'
 GC2388'TO REACH LEVEL B.M. FROM THE STATION, CONTINUE STRAIGHT AHEAD ON
 GC2388'INTERSTATE 65 FOR 0.85 MILE.  LEVEL B.M. I65-KL6 1964 IS ABOUT
 GC2388'0.85 MILE NORTHEAST OF STATION, 69.0 FEET EAST OF NORTHBOUND LANE,
 GC2388'2.7 FEET WEST OF ANGLE POST IN RIGHT-OF-WAY FENCE AND 1.5
 GC2388'FEET WEST OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 2 INCHES
 GC2388'AND IS STAMPED I65-KL6 1964.
 GC2388'
 GC2388'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC2388'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GC2388'
 GC2388'HEIGHT OF LIGHT ABOVE STATION MARK 15.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2389 ***********************************************************************
 GC2389  DESIGNATION -  I65 T 13
 GC2389  PID         -  GC2389
 GC2389  STATE/COUNTY-  KY/SIMPSON
 GC2389  USGS QUAD   -  FRANKLIN (1994)
 GC2389
 GC2389                         *CURRENT SURVEY CONTROL
 GC2389  ___________________________________________________________________
 GC2389* NAD 83(1993)-  36 44 14.05630(N)    086 30 38.49467(W)     ADJUSTED  
 GC2389* NAVD 88     -       206.1    (meters)     676.     (feet)  VERTCON   
 GC2389  ___________________________________________________________________
 GC2389  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 GC2389  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 GC2389
 GC2389  HORZ ORDER  -  SECOND
 GC2389
 GC2389.The horizontal coordinates were established by classical geodetic methods
 GC2389.and adjusted by the National Geodetic Survey in December 1995..
 GC2389
 GC2389.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2389
 GC2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2389
 GC2389.The geoid height was determined by GEOID03.
 GC2389
 GC2389;                    North         East     Units Scale Factor Converg.
 GC2389;SPC KY1Z     - 1,045,105.786 1,432,051.072   MT  1.00010077   -0 28 01.3
 GC2389;SPC KY1Z     - 3,428,817.90  4,698,320.89   sFT  1.00010077   -0 28 01.3
 GC2389;SPC KY S     -   545,096.358   432,057.949   MT  0.99999929   -0 27 40.8
 GC2389;SPC KY S     - 1,788,370.30  1,417,510.12   sFT  0.99999929   -0 27 40.8
 GC2389;UTM  16      - 4,065,835.538   543,686.120   MT  0.99962351   +0 17 33.7
 GC2389
 GC2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2389!SPC KY1Z     -   0.99997237  x   1.00010077  =   1.00007314
 GC2389!SPC KY S     -   0.99997237  x   0.99999929  =   0.99997166
 GC2389!UTM  16      -   0.99997237  x   0.99962351  =   0.99959589
 GC2389
 GC2389:                Primary Azimuth Mark                     Grid Az
 GC2389:SPC KY1Z     -  I65 T 14                                 039 48 18.2
 GC2389:SPC KY S     -  I65 T 14                                 039 47 57.7
 GC2389:UTM  16      -  I65 T 14                                 039 02 43.2
 GC2389
 GC2389|---------------------------------------------------------------------|
 GC2389| PID    Reference Object                     Distance      Geod. Az  |
 GC2389|                                                           dddmmss.s |
 GC2389| GC2114 I65 T 14                            APPROX. 3.2 KM 0392016.9 |
 GC2389| CG6597 I65 T 13 RM 1                        29.873 METERS 07551     |
 GC2389| CG6596 I65 T 13 AZ MK                                     1863405.8 |
 GC2389| CG6598 I65 T 13 RM 2                        23.820 METERS 30104     |
 GC2389|---------------------------------------------------------------------|
 GC2389
 GC2389                          SUPERSEDED SURVEY CONTROL
 GC2389
 GC2389  NAD 83(1986)-  36 44 14.06543(N)    086 30 38.49937(W) AD(       ) 2
 GC2389  NAD 27      -  36 44 13.92353(N)    086 30 38.51619(W) AD(       ) 2
 GC2389  NGVD 29 (07/19/86)  206.2    (m)          677.     (f) VERT ANG       
 GC2389
 GC2389.Superseded values are not recommended for survey control.
 GC2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2389.See file dsdata.txt to determine how the superseded data were derived.
 GC2389
 GC2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4368665836(NAD 83)
 GC2389_MARKER: DD = SURVEY DISK
 GC2389_SETTING: 0 = UNSPECIFIED SETTING
 GC2389
 GC2389  HISTORY     - Date     Condition        Report By
 GC2389  HISTORY     - 1964     MONUMENTED       KYHD
 GC2389
 GC2389                          STATION DESCRIPTION
 GC2389
 GC2389'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 GC2389'STATION IS LOCATED ABOUT 3.85 MILES EAST OF FRANKLIN, KENTUCKY ON
 GC2389'PROPERTY OWNED BY MR. EARL M. WARE.
 GC2389'
 GC2389'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 65 AND STATE
 GC2389'HIGHWAY 100, GO NORTHEAST ON INTERSTATE 65 FOR 1.55 MILES TO AZIMUTH
 GC2389'ON LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.10 MILE TO THE OVERPASS OF
 GC2389'STATE HIGHWAY 265 AND STATION ON LEFT.  STATION IS ABOUT 500 FEET
 GC2389'NORTHWEST FROM THE NORTHWEST BRIDGE ABUTMENT, 208.0 FEET NORTH OF
 GC2389'CENTER OF STATE HIGHWAY 265, 98.0 FEET WEST OF METAL WITNESS
 GC2389'POST AND SIGN AND 36.0 FEET SOUTH OF FENCE.  AT THE PROPERTY OWNERS
 GC2389'REQUEST THE MARK WAS SET 12 INCHES UNDERGROUND AND IS STAMPED I65-T13
 GC2389'1964.
 GC2389'
 GC2389'R.M. NO. 1 IS 98.01 FEET EAST OF STATION, 106.0 FEET WEST OF A 12
 GC2389'INCH CEDAR TREE, 1.0 FOOT SOUTH OF FENCE AND 1.0 FOOT SOUTHEAST OF
 GC2389'METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 3 INCHES AND IS
 GC2389'STAMPED I65 R.M. NO. 1 1964.
 GC2389'
 GC2389'R.M. NO. 2 IS 78.15 FEET NORTHWEST OF STATION, 8.0 FEET WEST OF A 12
 GC2389'INCH WILD CHERRY TREE AND 3.0 FEET SOUTH OF FENCE.  THE MARK PROJECTS
 GC2389'3 INCHES AND IS STAMPED I65-T13 R.M. NO. 2 1964.
 GC2389'
 GC2389'AZIMUTH IS 0.15 MILE SOUTH OF STATION, 84.5 FEET WEST OF CENTER OF
 GC2389'SOUTHBOUND LANE, 75.0 FEET SOUTHWEST OF FENCE CORNER, 2.3 FEET EAST
 GC2389'OF RIGHT OF WAY FENCE AND 1.7 FEET WEST OF METAL WITNESS POST AND
 GC2389'SIGN.  THE MARK IS SETTING ON A BANK ABOUT 14.0 FEET HIGHER THAN
 GC2389'ROAD AND FLUSH WITH THE GROUND.  THE TABLET IS STAMPED I65-T13 1964.
 GC2389'
 GC2389'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC2389'DEPARTMENT OF HIGHWAY SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GC2389'
 GC2389'HEIGHT OF LIGHT ABOVE STATION MARK 1.75 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2114 ***********************************************************************
 GC2114  DESIGNATION -  I65 T 14
 GC2114  PID         -  GC2114
 GC2114  STATE/COUNTY-  KY/SIMPSON
 GC2114  USGS QUAD   -  DRAKE (1968)
 GC2114
 GC2114                         *CURRENT SURVEY CONTROL
 GC2114  ___________________________________________________________________
 GC2114* NAD 83(1993)-  36 45 35.54800(N)    086 29 15.47746(W)     ADJUSTED  
 GC2114* NAVD 88     -       208.3    (meters)     683.     (feet)  VERTCON   
 GC2114  ___________________________________________________________________
 GC2114  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 GC2114  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 GC2114
 GC2114  HORZ ORDER  -  SECOND
 GC2114
 GC2114.The horizontal coordinates were established by classical geodetic methods
 GC2114.and adjusted by the National Geodetic Survey in December 1995..
 GC2114
 GC2114.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2114
 GC2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2114
 GC2114.The geoid height was determined by GEOID03.
 GC2114
 GC2114;                    North         East     Units Scale Factor Converg.
 GC2114;SPC KY1Z     - 1,047,601.463 1,434,130.752   MT  1.00009309   -0 27 10.4
 GC2114;SPC KY1Z     - 3,437,005.80  4,705,143.98   sFT  1.00009309   -0 27 10.4
 GC2114;SPC KY S     -   547,591.991   434,137.176   MT  0.99999529   -0 26 50.4
 GC2114;SPC KY S     - 1,796,558.06  1,424,331.72   sFT  0.99999529   -0 26 50.4
 GC2114;UTM  16      - 4,068,357.375   545,731.564   MT  0.99962576   +0 18 23.9
 GC2114
 GC2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2114!SPC KY1Z     -   0.99997203  x   1.00009309  =   1.00006512
 GC2114!SPC KY S     -   0.99997203  x   0.99999529  =   0.99996732
 GC2114!UTM  16      -   0.99997203  x   0.99962576  =   0.99959780
 GC2114
 GC2114|---------------------------------------------------------------------|
 GC2114| PID    Reference Object                     Distance      Geod. Az  |
 GC2114|                                                           dddmmss.s |
 GC2114| CG6600 I65 T 14 RM 1                        15.572 METERS 00620     |
 GC2114| CG6599 I65 T 14 AZ MK                                     0182044.9 |
 GC2114| CG6601 I65 T 14 RM 2                        17.873 METERS 21005     |
 GC2114|---------------------------------------------------------------------|
 GC2114
 GC2114                          SUPERSEDED SURVEY CONTROL
 GC2114
 GC2114  NAD 83(1986)-  36 45 35.55707(N)    086 29 15.48232(W) AD(       ) 2
 GC2114  NAD 27      -  36 45 35.41527(N)    086 29 15.50168(W) AD(       ) 2
 GC2114  NGVD 29 (07/19/86)  208.4    (m)          684.     (f) VERT ANG       
 GC2114
 GC2114.Superseded values are not recommended for survey control.
 GC2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2114.See file dsdata.txt to determine how the superseded data were derived.
 GC2114
 GC2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4573268357(NAD 83)
 GC2114_MARKER: DD = SURVEY DISK
 GC2114_SETTING: 0 = UNSPECIFIED SETTING
 GC2114
 GC2114  HISTORY     - Date     Condition        Report By
 GC2114  HISTORY     - 1964     MONUMENTED       KYHD
 GC2114
 GC2114                          STATION DESCRIPTION
 GC2114
 GC2114'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 GC2114'STATION IS LOCATED 5.50 MILES NORTHEAST OF FRANKLIN, KENTUCKY AND
 GC2114'2.60 MILES SOUTH OF A SMALL COMMUNITY KNOWN AS HILLSDALE, ON
 GC2114'INTERSTATE 65 RIGHT-OF-WAY.
 GC2114'
 GC2114'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 65 AND STATE
 GC2114'HIGHWAY 100, GO NORTH ON INTERSTATE 65 FOR 3.75 MILES TO STATION
 GC2114'ON LEFT, 96.0 FEET WEST OF CENTER OF SOUTHBOUND LANE, 13.0 FEET EAST
 GC2114'OF ANCHOR POST IN RIGHT-OF-WAY FENCE, 16.0 FEET SOUTHEAST OF
 GC2114'FENCE CORNER, 12.8 FEET EAST OF METAL WITNESS POST AND SIGN SETTING
 GC2114'ON A BANK ABOUT 20.0 FEET HIGHER THAN ROAD. THE MARK IS SET FLUSH
 GC2114'WITH THE GROUND AND STAMPED I65-T14 1964.
 GC2114'
 GC2114'R.M. 1 51.09 FEET NORTH OF STATION, 108.0 FEET WEST OF CENTER OF
 GC2114'SOUTHBOUND LANE, 49.0 NORTHEAST OF METAL WITNESS POST AND SIGN,
 GC2114'48.0 FEET NORTHEAST OF ANCHOR POST IN RIGHT-OF-WAY FENCE, 40.5 FEET
 GC2114'NORTHEAST OF FENCE CORNER AND 2.0 FEET EAST OF RIGHT-OF-WAY
 GC2114'FENCE. THE MARK PROJECTS 3 INCHES AND IS STAMPED I65-T14 R.M. NO. 1
 GC2114'1964.
 GC2114'
 GC2114'R.M. 2 IS 58.64 FEET SOUTHWEST OF STATION, 108.0 FEET WEST OF CENTER
 GC2114'OF SOUTHBOUND LANE, 57.8 FEET SOUTHWEST OF METAL WITNESS POST AND
 GC2114'SIGN AND 2.6 FEET EAST OF RIGHT-OF-WAY FENCE. THE MARK PROJECTS 3
 GC2114'INCHES AND IS STAMPED I65-T14 R.M.  NO. 2 1964.
 GC2114'
 GC2114'AZIMUTH MARK IS 0.30 MILE NORTH OF STATION, SETTING ON A HIGH BANK
 GC2114'ABOUT 18.0 FEET HIGHER THAN ROAD, ABOUT 125.0 FEET WEST OF CENTER
 GC2114'OF SOUTHBOUND LANE, 60.0 FEET EAST OF SOUTHEAST CORNER OF BARN, 12.0
 GC2114'FEET NORTHEAST OF A 12 INCH GUM TREE 1.05 FEET EAST OF RIGHT-OF-WAY
 GC2114'FENCE AND 1.3 FEET EAST OF METAL WITNESS POST AND SIGN. THE MARK IS
 GC2114'SETTING FLUSH WITH THE GROUND AND STAMPED I65-T14 1964. TO REACH
 GC2114'THE AZIMUTH FROM THE STATION, CONTINUE STRAIGHT AHEAD ON INTERSTATE
 GC2114'65 FOR 0.30 MILE TO AZIMUTH ON LEFT.
 GC2114'
 GC2114'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC2114'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GC2114'
 GC2114'HEIGHT OF LIGHT ABOVE STATION MARK 15.56 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2115 ***********************************************************************
 GC2115  DESIGNATION -  I65 T 15
 GC2115  PID         -  GC2115
 GC2115  STATE/COUNTY-  KY/SIMPSON
 GC2115  USGS QUAD   -  DRAKE (1968)
 GC2115
 GC2115                         *CURRENT SURVEY CONTROL
 GC2115  ___________________________________________________________________
 GC2115* NAD 83(1993)-  36 47 41.31033(N)    086 28 23.48127(W)     ADJUSTED  
 GC2115* NAVD 88     -       207.0    (meters)     679.     (feet)  VERTCON   
 GC2115  ___________________________________________________________________
 GC2115  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 GC2115  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GC2115
 GC2115  HORZ ORDER  -  SECOND
 GC2115
 GC2115.The horizontal coordinates were established by classical geodetic methods
 GC2115.and adjusted by the National Geodetic Survey in December 1995..
 GC2115
 GC2115.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2115
 GC2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2115
 GC2115.The geoid height was determined by GEOID03.
 GC2115
 GC2115;                    North         East     Units Scale Factor Converg.
 GC2115;SPC KY1Z     - 1,051,468.336 1,435,450.539   MT  1.00008152   -0 26 38.4
 GC2115;SPC KY1Z     - 3,449,692.37  4,709,473.98   sFT  1.00008152   -0 26 38.4
 GC2115;SPC KY S     -   551,458.622   435,456.468   MT  0.99998941   -0 26 18.9
 GC2115;SPC KY S     - 1,809,243.83  1,428,660.10   sFT  0.99998941   -0 26 18.9
 GC2115;UTM  16      - 4,072,239.613   546,999.392   MT  0.99962721   +0 18 55.9
 GC2115
 GC2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2115!SPC KY1Z     -   0.99997224  x   1.00008152  =   1.00005376
 GC2115!SPC KY S     -   0.99997224  x   0.99998941  =   0.99996165
 GC2115!UTM  16      -   0.99997224  x   0.99962721  =   0.99959946
 GC2115
 GC2115:                Primary Azimuth Mark                     Grid Az
 GC2115:SPC KY1Z     -  I65 T 16                                 009 25 48.5
 GC2115:SPC KY S     -  I65 T 16                                 009 25 29.0
 GC2115:UTM  16      -  I65 T 16                                 008 40 14.2
 GC2115
 GC2115|---------------------------------------------------------------------|
 GC2115| PID    Reference Object                     Distance      Geod. Az  |
 GC2115|                                                           dddmmss.s |
 GC2115| GC2116 I65 T 16                            APPROX. 4.9 KM 0085910.1 |
 GC2115| CG6603 I65 T 15 RM 1                        17.340 METERS 01131     |
 GC2115| CG6602 I65 T 15 AZ MK                                     1970228.9 |
 GC2115| CG6604 I65 T 15 RM 2                        18.184 METERS 31311     |
 GC2115|---------------------------------------------------------------------|
 GC2115
 GC2115                          SUPERSEDED SURVEY CONTROL
 GC2115
 GC2115  NAD 83(1986)-  36 47 41.31942(N)    086 28 23.48632(W) AD(       ) 2
 GC2115  NAD 27      -  36 47 41.17815(N)    086 28 23.50670(W) AD(       ) 2
 GC2115  NGVD 29 (07/19/86)  207.1    (m)          679.     (f) VERT ANG       
 GC2115
 GC2115.Superseded values are not recommended for survey control.
 GC2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2115.See file dsdata.txt to determine how the superseded data were derived.
 GC2115
 GC2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4699972240(NAD 83)
 GC2115_MARKER: DD = SURVEY DISK
 GC2115_SETTING: 0 = UNSPECIFIED SETTING
 GC2115
 GC2115  HISTORY     - Date     Condition        Report By
 GC2115  HISTORY     - 1964     MONUMENTED       KYHD
 GC2115
 GC2115                          STATION DESCRIPTION
 GC2115
 GC2115'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 GC2115'STATION IS LOCATED 11.0 MILES SOUTH OF BOWLING GREEN, KENTUCKY, 7.85
 GC2115'MILES NORTH-NORTHEAST OF FRANKLIN, KENTUCKY AT A SMALL COMMUNITY
 GC2115'KNOWN AS HILLSDALE ON STATE HIGHWAY RIGHT-OF-WAY PROPERTY.
 GC2115'
 GC2115'TO REACH THE STATION FROM THE INTERSTATE 65 AND STATE HIGHWAY 100
 GC2115'INTERCHANGE, GO NORTH ON INTERSTATE 65 FOR 6.25 MILE TO AZIMUTH ON
 GC2115'RIGHT. CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO STATE HIGHWAY 1192
 GC2115'OVERPASS AND STATION ON RIGHT, 200.0 FEET EAST OF THE EAST END OF
 GC2115'STATE HIGHWAY 1192 OVERPASS, 51.0 FEET NORTH OF THE CENTER OF STATE
 GC2115'HIGHWAY 1192, 63.0 FEET SOUTH OF FENCE CORNER AND 3.0 FEET
 GC2115'SOUTHWEST OF METAL WITNESS POST AND SIGN. THE MARK IS SET FLUSH WITH
 GC2115'THE GROUND AND STAMPED I65-T15 1964.
 GC2115'
 GC2115'R.M. 1 IS 56.89 FEET NORTH OF STATION, 31.0 FEET SOUTHWEST OF THE
 GC2115'CENTER OF FRONTAGE ROAD, 7.0 FEET SOUTHWEST OF FENCE CORNER AND 2.5
 GC2115'FEET SOUTHEAST OF FENCE. THE MARK PROJECTS 3 INCHES AND STAMPED
 GC2115'I65-T15 R.M. 1 1964.
 GC2115'
 GC2115'R.M. 2 IS 59.66 FEET NORTHWEST OF STATION, 63.0 FEET SOUTHWEST OF
 GC2115'FENCE CORNER, 28.5 FEET SOUTHEAST OF A 10 INCH MAPLE TREE AND 2.6
 GC2115'FEET SOUTHEAST OF FENCE. THE MARK PROJECTS 3 INCHES AND IS STAMPED
 GC2115'I65-T15 R.M. 2 1964.
 GC2115'
 GC2115'AZIMUTH MARK IS 0.15 MILE SOUTH OF STATION, 115.0 FEET EAST OF THE
 GC2115'CENTER OF NORTHBOUND LANE, 84.0 FEET WEST OF A 30 INCH WHITE OAK
 GC2115'TREE, 2.2 FEET WEST OF ANGLE POST AND RIGHT-OF-WAY FENCE AND 1.8 FEET
 GC2115'WEST OF METAL WITNESS POST AND SIGN. THE MARK IS SETTING FLUSH
 GC2115'WITH THE GROUND AND IS STAMPED I65-T15 1964.
 GC2115'
 GC2115'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC2115'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 GC2115'DESCRIBED.
 GC2115'
 GC2115'HEIGHT OF LIGHT ABOVE STATION MARK 15.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2116 ***********************************************************************
 GC2116  DESIGNATION -  I65 T 16
 GC2116  PID         -  GC2116
 GC2116  STATE/COUNTY-  KY/WARREN
 GC2116  USGS QUAD   -  DRAKE (1968)
 GC2116
 GC2116                         *CURRENT SURVEY CONTROL
 GC2116  ___________________________________________________________________
 GC2116* NAD 83(1993)-  36 50 18.02364(N)    086 27 52.64943(W)     ADJUSTED  
 GC2116* NAVD 88     -       193.6    (meters)     635.     (feet)  VERTCON   
 GC2116  ___________________________________________________________________
 GC2116  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 GC2116  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GC2116
 GC2116  HORZ ORDER  -  SECOND
 GC2116
 GC2116.The horizontal coordinates were established by classical geodetic methods
 GC2116.and adjusted by the National Geodetic Survey in December 1995..
 GC2116
 GC2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2116
 GC2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2116
 GC2116.The geoid height was determined by GEOID03.
 GC2116
 GC2116;                    North         East     Units Scale Factor Converg.
 GC2116;SPC KY1Z     - 1,056,293.536 1,436,251.949   MT  1.00006763   -0 26 19.5
 GC2116;SPC KY1Z     - 3,465,523.04  4,712,103.27   sFT  1.00006763   -0 26 19.5
 GC2116;SPC KY S     -   556,283.470   436,257.354   MT  0.99998260   -0 26 00.2
 GC2116;SPC KY S     - 1,825,073.35  1,431,287.67   sFT  0.99998260   -0 26 00.2
 GC2116;UTM  16      - 4,077,072.854   547,736.430   MT  0.99962807   +0 19 15.6
 GC2116
 GC2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2116!SPC KY1Z     -   0.99997435  x   1.00006763  =   1.00004198
 GC2116!SPC KY S     -   0.99997435  x   0.99998260  =   0.99995695
 GC2116!UTM  16      -   0.99997435  x   0.99962807  =   0.99960243
 GC2116
 GC2116|---------------------------------------------------------------------|
 GC2116| PID    Reference Object                     Distance      Geod. Az  |
 GC2116|                                                           dddmmss.s |
 GC2116| CG6605 I65 T 16 RM 1                        16.706 METERS 01933     |
 GC2116| GC0130 I65 KL 16                                          0253231.2 |
 GC2116| CG6606 I65 T 16 RM 2                        14.310 METERS 20206     |
 GC2116|---------------------------------------------------------------------|
 GC2116
 GC2116                          SUPERSEDED SURVEY CONTROL
 GC2116
 GC2116  NAD 83(1986)-  36 50 18.03285(N)    086 27 52.65480(W) AD(       ) 2
 GC2116  NAD 27      -  36 50 17.89236(N)    086 27 52.67570(W) AD(       ) 2
 GC2116  NGVD 29 (07/19/86)  193.7    (m)          635.     (f) VERT ANG       
 GC2116
 GC2116.Superseded values are not recommended for survey control.
 GC2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2116.See file dsdata.txt to determine how the superseded data were derived.
 GC2116
 GC2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4773677073(NAD 83)
 GC2116_MARKER: DD = SURVEY DISK
 GC2116_SETTING: 0 = UNSPECIFIED SETTING
 GC2116
 GC2116  HISTORY     - Date     Condition        Report By
 GC2116  HISTORY     - 1964     MONUMENTED       KYHD
 GC2116
 GC2116                          STATION DESCRIPTION
 GC2116
 GC2116'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 GC2116'STATION IS LOCATED ABOUT 10.10 MILES SOUTH OF BOWLING GREEN, KENTUCKY
 GC2116'ON INTERSTATE 65 RIGHT-OF-WAY.
 GC2116'
 GC2116'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 65 AND U.S.
 GC2116'HIGHWAY 231 INTERCHANGE (ABOUT 3.50 MILES EAST OF BOWLING GREEN,
 GC2116'KENTUCKY), GO SOUTH ALONG INTERSTATE 65 FOR 6.95 MILES TO LEVEL B.M.
 GC2116'I65-KL16 1964 ON LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO
 GC2116'STATION ON LEFT, 84.0 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANE,
 GC2116'31.5 FEET EAST OF THE CENTER OF FRONTAGE ROAD, 24.5 FEET
 GC2116'SOUTHEAST OF THE NORTHEAST ABUTMENT OF A CULVERT ON FRONTAGE ROAD,
 GC2116'2.8 FEET EAST OF RIGHT-OF-WAY FENCE AND 2.3 FEET EAST OF METAL
 GC2116'WITNESS POST AND SIGN.  THE MARK IS SET FLUSH WITH THE GROUND AND
 GC2116'STAMPED I65-T15 1964.
 GC2116'
 GC2116'R.M. NO 1 IS 54.81 FEET NORTH OF STATION, 85.0 FEET WEST OF THE
 GC2116'CENTER OF THE SOUTHBOUND LANE, 30.5 FEET EAST OF THE CENTER OF
 GC2116'FRONTAGE ROAD AND 1.5 FEET EAST OF RIGHT-OF-WAY FENCE.  THE MARK
 GC2116'PROJECTS 3 INCHES AND STAMPED I65-T16 R.M. NO 1 1964.
 GC2116'
 GC2116'R.M. NO 2 IS 46.95 FEET SOUTH OF STATION, 84.0 FEET WEST OF THE
 GC2116'CENTER OF THE SOUTHBOUND LANE, 31.5 FEET EAST OF THE CENTER OF
 GC2116'FRONTAGE ROAD, 1.5 FEET EAST OF RIGHT-OF-WAY FENCE AND 47.0 FEET
 GC2116'SOUTH OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 2 INCHES
 GC2116'AND STAMPED I65-T16 R.M. NO. 2 1964.
 GC2116'
 GC2116'(NOTE) LEVEL B.M. KL16 1964 WAS USED FOR AZIMUTH FOR THIS STATION.
 GC2116'LEVEL B.M. IS 0.65 MILE NORTH OF STATION, 105.0 FEET NORTHWEST
 GC2116'OF THE NORTHWEST CORNER OF BARN, 76.0 FEET EAST OF THE CENTER OF THE
 GC2116'NORTHBOUND LANE, 62.0 FEET NORTHWEST OF POWER POLE WITH STREET LIGHT,
 GC2116'55.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BARN, 1.6 FEET WEST OF
 GC2116'RIGHT-OF-WAY FENCE AND 1.2 FEET WEST OF METAL WITNESS POST AND
 GC2116'SIGN.  THE MARK IS SET FLUSH WITH THE GROUND AND STAMPED
 GC2116'I65-KL16 1964.
 GC2116'
 GC2116'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC2116'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GC2116'
 GC2116'HEIGHT OF LIGHT ABOVE STATION MARK 1.63 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2117 ***********************************************************************
 GC2117  DESIGNATION -  I65 T 17
 GC2117  PID         -  GC2117
 GC2117  STATE/COUNTY-  KY/WARREN
 GC2117  USGS QUAD   -  DRAKE (1968)
 GC2117
 GC2117                         *CURRENT SURVEY CONTROL
 GC2117  ___________________________________________________________________
 GC2117* NAD 83(1993)-  36 52 07.58860(N)    086 26 59.24069(W)     ADJUSTED  
 GC2117* NAVD 88     -       184.2    (meters)     604.     (feet)  VERTCON   
 GC2117  ___________________________________________________________________
 GC2117  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GC2117  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GC2117
 GC2117  HORZ ORDER  -  SECOND
 GC2117
 GC2117.The horizontal coordinates were established by classical geodetic methods
 GC2117.and adjusted by the National Geodetic Survey in December 1995..
 GC2117
 GC2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2117
 GC2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2117
 GC2117.The geoid height was determined by GEOID03.
 GC2117
 GC2117;                    North         East     Units Scale Factor Converg.
 GC2117;SPC KY1Z     - 1,059,661.114 1,437,600.675   MT  1.00005825   -0 25 46.7
 GC2117;SPC KY1Z     - 3,476,571.50  4,716,528.21   sFT  1.00005825   -0 25 46.7
 GC2117;SPC KY S     -   559,650.895   437,605.657   MT  0.99997818   -0 25 27.8
 GC2117;SPC KY S     - 1,836,121.31  1,435,711.23   sFT  0.99997818   -0 25 27.8
 GC2117;UTM  16      - 4,080,456.550   549,039.818   MT  0.99962963   +0 19 48.4
 GC2117
 GC2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2117!SPC KY1Z     -   0.99997583  x   1.00005825  =   1.00003408
 GC2117!SPC KY S     -   0.99997583  x   0.99997818  =   0.99995401
 GC2117!UTM  16      -   0.99997583  x   0.99962963  =   0.99960547
 GC2117
 GC2117:                Primary Azimuth Mark                     Grid Az
 GC2117:SPC KY1Z     -  I65 KL 18                                020 25 27.6
 GC2117:SPC KY S     -  I65 KL 18                                020 25 08.7
 GC2117:UTM  16      -  I65 KL 18                                019 39 52.5
 GC2117
 GC2117|---------------------------------------------------------------------|
 GC2117| PID    Reference Object                     Distance      Geod. Az  |
 GC2117|                                                           dddmmss.s |
 GC2117| GC0132 I65 KL 18                                          0195940.9 |
 GC2117| CG6607 I65 T 17 RM 1                        21.354 METERS 02628     |
 GC2117| CG6608 I65 T 17 RM 2                        15.764 METERS 19102     |
 GC2117|---------------------------------------------------------------------|
 GC2117
 GC2117                          SUPERSEDED SURVEY CONTROL
 GC2117
 GC2117  NAD 83(1986)-  36 52 07.59776(N)    086 26 59.24623(W) AD(       ) 2
 GC2117  NAD 27      -  36 52 07.45783(N)    086 26 59.26860(W) AD(       ) 2
 GC2117  NGVD 29 (07/19/86)  184.3    (m)          605.     (f) VERT ANG       
 GC2117
 GC2117.Superseded values are not recommended for survey control.
 GC2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2117.See file dsdata.txt to determine how the superseded data were derived.
 GC2117
 GC2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4904080457(NAD 83)
 GC2117_MARKER: DD = SURVEY DISK
 GC2117_SETTING: 0 = UNSPECIFIED SETTING
 GC2117
 GC2117  HISTORY     - Date     Condition        Report By
 GC2117  HISTORY     - 1964     MONUMENTED       KYHD
 GC2117
 GC2117                          STATION DESCRIPTION
 GC2117
 GC2117'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 GC2117'STATION IS LOCATED ABOUT 4.50 MILES SOUTH OF BOWLING GREEN, KENTUCKY
 GC2117'ON INTERSTATE 65 RIGHT-OF-WAY.
 GC2117'
 GC2117'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 65 AND U.S.
 GC2117'HIGHWAY 231 (ABOUT 3.50 MILES EAST OF BOWLING GREEN,
 GC2117'KENTUCKY), GO SOUTH ON INTERSTATE 65 FOR 4.60 MILES TO LEVEL B.M.
 GC2117'I65-KL18 1964 ON LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.60 MILE TO
 GC2117'STATION ON LEFT.  STATION IS ALSO 0.30 MILE NORTH OF STATE HIGHWAY
 GC2117'242 OVERPASS, 63.0 FEET EAST OF THE CENTER OF THE NORTHBOUND LANE,
 GC2117'9.0 FEET WEST OF METAL WITNESS POST AND SIGN AND 10.2 FEET WEST OF
 GC2117'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 3 INCHES AND STAMPED I65-T17
 GC2117'1964.
 GC2117'
 GC2117'R.M. NO. 1 IS NORTH 70.06 FEET OF STATION, 71.0 FEET EAST OF THE
 GC2117'CENTER OF THE NORTHBOUND LANE, 70.0 FEET NORTH OF METAL WITNESS POST
 GC2117'AND SIGN AND 2.0 FEET WEST OF RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 GC2117'3 INCHES AND STAMPED I65-T17 R.M. NO.  1 1964.
 GC2117'
 GC2117'R.M. NO. 2 IS 51.72 FEET SOUTHWEST OF STATION, 71.0 FEET EAST OF THE
 GC2117'CENTER OF THE NORTHBOUND LANE, 51.3 FEET SOUTH OF METAL WITNESS
 GC2117'POST AND SIGN AND 2.2 FEET WEST OF ANGLE POST IN RIGHT-OF-WAY FENCE.
 GC2117'THE MARK PROJECTS 3 INCHES AND STAMPED I65-T17 R.M. NO. 2 1964.
 GC2117'
 GC2117'(NOTE) LEVEL B.M. I65-KL18 1964 WAS USED FOR AZIMUTH FOR THIS
 GC2117'STATION.  LEVEL B.M. IS 0.60 MILE NORTH OF STATION, 86.0 FEET EAST
 GC2117'OF THE CENTER OF THE NORTHBOUND LANE, 62.0 FEET SOUTHEAST OF
 GC2117'SOUTHEAST ABUTMENT OF CULVERT, 60.0 FEET SOUTH OF FENCE LINE, 1.7
 GC2117'FEET WEST OF RIGHT-OF-WAY FENCE AND 1.2 FEET WEST OF METAL WITNESS
 GC2117'POST AND SIGN.  THE MARK IS SET FLUSH WITH THE GROUND AND STAMPED
 GC2117'I65-KL18 1964.
 GC2117'
 GC2117'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC2117'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 GC2117'DESCRIBED.
 GC2117'
 GC2117'HEIGHT OF LIGHT ABOVE STATION MARK 15.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2135 ***********************************************************************
 GC2135  DESIGNATION -  I65 T 18
 GC2135  PID         -  GC2135
 GC2135  STATE/COUNTY-  KY/WARREN
 GC2135  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC2135
 GC2135                         *CURRENT SURVEY CONTROL
 GC2135  ___________________________________________________________________
 GC2135* NAD 83(1993)-  36 54 13.74745(N)    086 26 09.97640(W)     ADJUSTED  
 GC2135* NAVD 88     -       182.4    (meters)     598.     (feet)  VERTCON   
 GC2135  ___________________________________________________________________
 GC2135  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 GC2135  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GC2135
 GC2135  HORZ ORDER  -  SECOND
 GC2135
 GC2135.The horizontal coordinates were established by classical geodetic methods
 GC2135.and adjusted by the National Geodetic Survey in December 1995..
 GC2135
 GC2135.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2135
 GC2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2135
 GC2135.The geoid height was determined by GEOID03.
 GC2135
 GC2135;                    North         East     Units Scale Factor Converg.
 GC2135;SPC KY1Z     - 1,063,541.194 1,438,849.478   MT  1.00004779   -0 25 16.5
 GC2135;SPC KY1Z     - 3,489,301.40  4,720,625.33   sFT  1.00004779   -0 25 16.5
 GC2135;SPC KY S     -   563,530.788   438,854.012   MT  0.99997343   -0 24 57.9
 GC2135;SPC KY S     - 1,848,850.59  1,439,806.87   sFT  0.99997343   -0 24 57.9
 GC2135;UTM  16      - 4,084,351.202   550,236.553   MT  0.99963109   +0 20 19.0
 GC2135
 GC2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2135!SPC KY1Z     -   0.99997612  x   1.00004779  =   1.00002391
 GC2135!SPC KY S     -   0.99997612  x   0.99997343  =   0.99994955
 GC2135!UTM  16      -   0.99997612  x   0.99963109  =   0.99960722
 GC2135
 GC2135|---------------------------------------------------------------------|
 GC2135| PID    Reference Object                     Distance      Geod. Az  |
 GC2135|                                                           dddmmss.s |
 GC2135| CG6609 I65 T 18 RM 1                        17.348 METERS 01641     |
 GC2135| GC2136 I65 T 19                            APPROX. 2.9 KM 0241543.5 |
 GC2135| GC0134 I65 KL 20                                          0422747.0 |
 GC2135| CG6610 I65 T 18 RM 2                        30.192 METERS 21305     |
 GC2135|---------------------------------------------------------------------|
 GC2135
 GC2135                          SUPERSEDED SURVEY CONTROL
 GC2135
 GC2135  NAD 83(1986)-  36 54 13.75637(N)    086 26 09.98204(W) AD(       ) 2
 GC2135  NAD 27      -  36 54 13.61537(N)    086 26 10.00761(W) AD(       ) 2
 GC2135  NGVD 29 (07/19/86)  182.5    (m)          599.     (f) VERT ANG       
 GC2135
 GC2135.Superseded values are not recommended for survey control.
 GC2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2135.See file dsdata.txt to determine how the superseded data were derived.
 GC2135
 GC2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5023784351(NAD 83)
 GC2135_MARKER: DD = SURVEY DISK
 GC2135_SETTING: 0 = UNSPECIFIED SETTING
 GC2135
 GC2135  HISTORY     - Date     Condition        Report By
 GC2135  HISTORY     - 1964     MONUMENTED       KYHD
 GC2135
 GC2135                          STATION DESCRIPTION
 GC2135
 GC2135'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 GC2135'THE STATION IS LOCATED 6.20 MILES SOUTH OF BOWLING GREEN, KENTUCKY
 GC2135'AND ABOUT 5.40 MILES NORTH OF MATLOCK, KENTUCKY ON I65
 GC2135'RIGHT-OF-WAY.
 GC2135'
 GC2135'TO REACH THE STATION FROM THE I65 AND U.S. HIGHWAY 231 INTERCHANGE
 GC2135'(ABOUT 3.50 MILES EAST OF BOWLING GREEN, KENTUCKY), GO SOUTH ON I65
 GC2135'FOR 2.10 MILES TO B.M. I65-KL20 1964 ON LEFT.  CONTINUE STRAIGHT
 GC2135'AHEAD FOR 0.10 MILE TO STATION ON RIGHT.
 GC2135'
 GC2135'STATION IS LOCATED 80.0 FEET WEST OF CENTER SOUTHBOUND LANE, 8.6 FEET
 GC2135'SOUTHWEST OF FENCE CORNER AND 8.4 FEET EAST OF METAL WITNESS POST
 GC2135'AND SIGN.  THE MARK IS PROJECTING 1 INCH AND THE TABLET IS STAMPED
 GC2135'I65-T18 1964.
 GC2135'
 GC2135'R.M. NO. 1 IS LOCATED 56.91 FEET NORTH OF THE STATION, 89.0 FEET WEST
 GC2135'OF CENTER OF SOUTHBOUND LANE, 56.3 FEET NORTH OF FENCE CORNER AND
 GC2135'1.5 FEET EAST OF RIGHT-OF-WAY FENCE.  THE MARK IS PROJECTING 3 INCHES
 GC2135'AND THE TABLET IS STAMPED I65-T18 NO. 1 1964.
 GC2135'
 GC2135'R.M. NO. 2 IS LOCATED 99.06 FEET SOUTH OF THE STATION, 99.0 FEET
 GC2135'SOUTHWEST OF METAL WITNESS POST AND SIGN, 90.0 FEET NORTH OF
 GC2135'CENTER OF SOUTHBOUND LANE AND 2.7 FEET SOUTHEAST OF FENCE CORNER.
 GC2135'THE MARK IS PROJECTING 2 INCHES AND THE TABLET IS STAMPED
 GC2135'I65-T18 NO. 2 1964.
 GC2135'
 GC2135'(NOTE) B.M. I65-KL20 1964 IS THE AZIMUTH FOR THIS STATION.
 GC2135'
 GC2135'B.M. I65-KL20 1964 IS LOCATED 0.1 MILE NORTH OF THE STATION ON I65
 GC2135'RIGHT-OF-WAY, 75.0 FEET EAST OF CENTER OF NORTHBOUND LANE, 2.0 FEET
 GC2135'WEST OF RIGHT-OF-WAY FENCE AND 1.3 FEET WEST OF METAL WITNESS POST
 GC2135'AND SIGN.  THE MARK IS SET FLUSH WITH THE GROUND AND THE TABLET IS
 GC2135'STAMPED I65-KL20 1964.
 GC2135'
 GC2135'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC2135'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GC2135'
 GC2135'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2136 ***********************************************************************
 GC2136  DESIGNATION -  I65 T 19
 GC2136  PID         -  GC2136
 GC2136  STATE/COUNTY-  KY/WARREN
 GC2136  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC2136
 GC2136                         *CURRENT SURVEY CONTROL
 GC2136  ___________________________________________________________________
 GC2136* NAD 83(1993)-  36 55 38.76965(N)    086 25 22.24281(W)     ADJUSTED  
 GC2136* NAVD 88     -       176.3    (meters)     578.     (feet)  VERTCON   
 GC2136  ___________________________________________________________________
 GC2136  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 GC2136  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GC2136
 GC2136  HORZ ORDER  -  SECOND
 GC2136
 GC2136.The horizontal coordinates were established by classical geodetic methods
 GC2136.and adjusted by the National Geodetic Survey in December 1995..
 GC2136
 GC2136.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2136
 GC2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2136
 GC2136.The geoid height was determined by GEOID03.
 GC2136
 GC2136;                    North         East     Units Scale Factor Converg.
 GC2136;SPC KY1Z     - 1,066,153.590 1,440,050.121   MT  1.00004095   -0 24 47.2
 GC2136;SPC KY1Z     - 3,497,872.24  4,724,564.44   sFT  1.00004095   -0 24 47.2
 GC2136;SPC KY S     -   566,143.102   440,054.336   MT  0.99997044   -0 24 29.0
 GC2136;SPC KY S     - 1,857,421.16  1,443,744.93   sFT  0.99997044   -0 24 29.0
 GC2136;UTM  16      - 4,086,978.207   551,401.964   MT  0.99963255   +0 20 48.4
 GC2136
 GC2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2136!SPC KY1Z     -   0.99997709  x   1.00004095  =   1.00001804
 GC2136!SPC KY S     -   0.99997709  x   0.99997044  =   0.99994753
 GC2136!UTM  16      -   0.99997709  x   0.99963255  =   0.99960965
 GC2136
 GC2136|---------------------------------------------------------------------|
 GC2136| PID    Reference Object                     Distance      Geod. Az  |
 GC2136|                                                           dddmmss.s |
 GC2136| CG6612 I65 T 19 RM 1                        16.364 METERS 01552     |
 GC2136| CG6611 I65 T 19 AZ MK                                     1973456.0 |
 GC2136| CG6613 I65 T 19 RM 2                        14.598 METERS 20702     |
 GC2136| GC2140 WESTERN KY STC WATER TANK           APPROX. 7.1 KM 3383131.6 |
 GC2136|---------------------------------------------------------------------|
 GC2136
 GC2136                          SUPERSEDED SURVEY CONTROL
 GC2136
 GC2136  NAD 83(1986)-  36 55 38.77822(N)    086 25 22.24859(W) AD(       ) 2
 GC2136  NAD 27      -  36 55 38.63656(N)    086 25 22.27723(W) AD(       ) 2
 GC2136  NGVD 29 (07/19/86)  176.4    (m)          579.     (f) VERT ANG       
 GC2136
 GC2136.Superseded values are not recommended for survey control.
 GC2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2136.See file dsdata.txt to determine how the superseded data were derived.
 GC2136
 GC2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5140286978(NAD 83)
 GC2136_MARKER: DD = SURVEY DISK
 GC2136_SETTING: 0 = UNSPECIFIED SETTING
 GC2136
 GC2136  HISTORY     - Date     Condition        Report By
 GC2136  HISTORY     - 1964     MONUMENTED       KYHD
 GC2136
 GC2136                          STATION DESCRIPTION
 GC2136
 GC2136'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 GC2136'STATION IS LOCATED 4.40 MILES SOUTH OF BOWLING GREEN, KENTUCKY AND
 GC2136'0.90 MILE SOUTH OF GREENWOOD, KENTUCKY ON INTERSTATE 65
 GC2136'RIGHT-OF-WAY.
 GC2136'
 GC2136'TO REACH THE STATION FROM THE I65 AND U.S. HIGHWAY 231 INTERCHANGE
 GC2136'(ABOUT 3.50 MILES EAST OF BOWLING GREEN, KENTUCKY), GO SOUTH ON I65
 GC2136'FOR 0.50 MILE TO STATION ON RIGHT *.
 GC2136'
 GC2136'THE STATION IS LOCATED 93.0 FEET WEST OF CENTER OF SOUTHBOUND LANE,
 GC2136'74.0 FEET SOUTH OF FENCE CORNER, 6.3 FEET EAST OF RIGHT-OF-WAY
 GC2136'FENCE AND 5.3 FEET EAST OF METAL WITNESS POST AND SIGN.  THE MARK IS
 GC2136'SET FLUSH WITH THE GROUND AND THE TABLET IS STAMPED I65-T19
 GC2136'1964.
 GC2136'
 GC2136'R.M. NO. 1 IS LOCATED 53.68 FEET NORTH OF THE STATION, 98.0 FEET WEST
 GC2136'OF CENTER OF SOUTHBOUND LANE, 53.0 FEET NORTH OF METAL WITNESS POST
 GC2136'AND SIGN, 20.3 FEET SOUTH OF FENCE CORNER AND 1.7 FEET EAST OF
 GC2136'RIGHT-OF-WAY FENCE.  THE MARK IS PROJECTING 3 INCHES AND THE
 GC2136'TABLET IS STAMPED I65 NO. 1 1964.
 GC2136'
 GC2136'R.M. NO. 2 IS LOCATED 47.89 FEET SOUTH OF THE STATION, 98.0 FEET WEST
 GC2136'OF CENTER OF SOUTHBOUND LANE, 48.5 FEET SOUTH OF METAL WITNESS POST
 GC2136'AND SIGN AND 1.3 FEET EAST OF RIGHT-OF-WAY FENCE.  THE MARK IS
 GC2136'PROJECTING 2 INCHES AND IS STAMPED I65 NO. 2 1964.
 GC2136'
 GC2136'*TO REACH THE AZIMUTH FROM HERE, GO SOUTH ON I65 FOR 0.35 MILE TO
 GC2136'AZIMUTH AT LEFT.
 GC2136'
 GC2136'AZIMUTH IS LOCATED 0.35 MILE SOUTH OF STATION, 64.0 FEET EAST OF
 GC2136'NORTHBOUND LANE, 17.5 FEET NORTHEAST OF A 6 INCH SYCAMORE
 GC2136'TREE, 1.7 FEET WEST OF RIGHT-OF-WAY FENCE AND 1.2 FEET WEST OF METAL
 GC2136'WITNESS POST AND SIGN.  THE MARK IS PROJECTING 2 INCHES AND
 GC2136'THE TABLET IS STAMPED I65-T19 1964.
 GC2136'
 GC2136'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC2136'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 GC2136'DESCRIBED.
 GC2136'
 GC2136'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2137 ***********************************************************************
 GC2137  DESIGNATION -  I65 T 20
 GC2137  PID         -  GC2137
 GC2137  STATE/COUNTY-  KY/WARREN
 GC2137  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC2137
 GC2137                         *CURRENT SURVEY CONTROL
 GC2137  ___________________________________________________________________
 GC2137* NAD 83(1993)-  36 57 48.37007(N)    086 23 58.26915(W)     ADJUSTED  
 GC2137* NAVD 88     -       175.0    (meters)     574.     (feet)  VERTCON   
 GC2137  ___________________________________________________________________
 GC2137  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GC2137  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GC2137
 GC2137  HORZ ORDER  -  SECOND
 GC2137
 GC2137.The horizontal coordinates were established by classical geodetic methods
 GC2137.and adjusted by the National Geodetic Survey in December 1995..
 GC2137
 GC2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2137
 GC2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2137
 GC2137.The geoid height was determined by GEOID03.
 GC2137
 GC2137;                    North         East     Units Scale Factor Converg.
 GC2137;SPC KY1Z     - 1,070,134.083 1,442,156.221   MT  1.00003085   -0 23 55.6
 GC2137;SPC KY1Z     - 3,510,931.57  4,731,474.20   sFT  1.00003085   -0 23 55.6
 GC2137;SPC KY S     -   570,123.508   442,159.948   MT  0.99996621   -0 23 38.1
 GC2137;SPC KY S     - 1,870,480.21  1,450,653.10   sFT  0.99996621   -0 23 38.1
 GC2137;UTM  16      - 4,090,984.669   553,454.265   MT  0.99963520   +0 21 39.9
 GC2137
 GC2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2137!SPC KY1Z     -   0.99997731  x   1.00003085  =   1.00000815
 GC2137!SPC KY S     -   0.99997731  x   0.99996621  =   0.99994352
 GC2137!UTM  16      -   0.99997731  x   0.99963520  =   0.99961251
 GC2137
 GC2137|---------------------------------------------------------------------|
 GC2137| PID    Reference Object                     Distance      Geod. Az  |
 GC2137|                                                           dddmmss.s |
 GC2137| CG6614 I65 T 20 RM 1                        15.760 METERS 01838     |
 GC2137| GC0139 I65 KL 24                                          0295241.4 |
 GC2137| CG6615 I65 T 20 RM 2                        15.062 METERS 22255     |
 GC2137| GC0051 BOWL PORT                           APPROX. 2.3 KM 2645553.5 |
 GC2137| GC2140 WESTERN KY STC WATER TANK           APPROX. 5.4 KM 2992811.1 |
 GC2137| GC2125 BOWLING GREEN STA WLBJ N MAST       APPROX. 3.8 KM 3544737.6 |
 GC2137|---------------------------------------------------------------------|
 GC2137
 GC2137                          SUPERSEDED SURVEY CONTROL
 GC2137
 GC2137  NAD 83(1986)-  36 57 48.37847(N)    086 23 58.27507(W) AD(       ) 2
 GC2137  NAD 27      -  36 57 48.23348(N)    086 23 58.30854(W) AD(       ) 2
 GC2137  NGVD 29 (07/19/86)  175.1    (m)          574.     (f) VERT ANG       
 GC2137
 GC2137.Superseded values are not recommended for survey control.
 GC2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2137.See file dsdata.txt to determine how the superseded data were derived.
 GC2137
 GC2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5345490985(NAD 83)
 GC2137_MARKER: DD = SURVEY DISK
 GC2137_SETTING: 0 = UNSPECIFIED SETTING
 GC2137
 GC2137  HISTORY     - Date     Condition        Report By
 GC2137  HISTORY     - 1964     MONUMENTED       KYHD
 GC2137
 GC2137                          STATION DESCRIPTION
 GC2137
 GC2137'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 GC2137'STATION IS LOCATED 3.0 MILES SOUTHEAST OF BOWLING GREEN, KENTUCKY AND
 GC2137'ABOUT 1.1 MILES SOUTH OF MOUNT VICTOR, KENTUCKY ON INTERSTATE 65
 GC2137'RIGHT-OF-WAY.
 GC2137'
 GC2137'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 231 AND
 GC2137'LAUREL AVENUE (U.S.31W BYPASS IN BOWLING GREEN, KENTUCKY), GO
 GC2137'2.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 231 TO JUNCTION WITH STATE
 GC2137'HIGHWAY 627 ON LEFT.  TURN LEFT AND GO EAST AND NORTHEAST FOR 1.25
 GC2137'MILES TO FARM LANE RIGHT.  TURN RIGHT AND GO EAST FOR 0.4 MILE TO I65
 GC2137'RIGHT-OF-WAY FENCE AND AZIMUTH ON LEFT.  TURN RIGHT AND GO WEST
 GC2137'ALONG RIGHT-OF-WAY FENCE FOR 0.15 MILE TO STATION.
 GC2137'
 GC2137'THE STATION IS LOCATED 78.0 FEET NORTHWEST OF CENTER OF SOUTHBOUND
 GC2137'LANE, 12.3 FEET SOUTHEAST RIGHT-OF-WAY FENCE AND 12.0 FEET SOUTHEAST
 GC2137'OF METAL WITNESS POST AND SIGN.  THE MARK IS PROJECTING 2 INCHES AND
 GC2137'STAMPED I65-T20 1964.
 GC2137'
 GC2137'R.M. NO. 1 IS LOCATED 51.70 FEET NORTH OF THE STATION, 89.0 FEET
 GC2137'NORTHWEST OF CENTER OF SOUTHBOUND LANE, 48.7 FEET NORTH OF METAL
 GC2137'WITNESS POST AND SIGN, 46.0 FEET NORTHWEST OF TOP OF HIGHWAY CUT AND
 GC2137'1.5 FEET SOUTHEAST OF RIGHT-OF-WAY FENCE.  THE MARK IS PROJECTING 3
 GC2137'INCHES AND THE TABLET IS STAMPED I65 NO. 1 T20 1964.
 GC2137'
 GC2137'R.M. NO. 2 IS LOCATED 49.41 FEET SOUTHWEST OF THE STATION, 89.0 FEET
 GC2137'NORTHWEST OF CENTER OF SOUTHBOUND LANE, 50.0 FEET SOUTH OF METAL
 GC2137'WITNESS POST AND SIGN, 46.0 FEET NORTHWEST OF TOP OF HIGHWAY CUT AND
 GC2137'1.7 FEET SOUTHEAST OF RIGHT-OF-WAY FENCE.  THE MARK IS PROJECTING 3
 GC2137'INCHES AND THE TABLET IS STAMPED I65-T20 NO. 2 1964.
 GC2137'
 GC2137'(NOTE) B.M. I65-KL24 1964 IS THE AZIMUTH FOR THIS STATION.
 GC2137'
 GC2137'B.M. I65-KL24 1964 IS LOCATED 0.15 MILE NORTHEAST OF STATION, 97.0
 GC2137'FEET EAST OF A 12 INCH MAPLE TREE, 23.5 FEET NORTH OF CENTER OF
 GC2137'FARM LANE, 2.2 FEET SOUTHWEST OF RIGHT-OF-WAY FENCE AND 1.6 FEET
 GC2137'SOUTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK IS PROJECTING 1
 GC2137'INCH AND IS STAMPED I65-KL24 1964.
 GC2137'
 GC2137'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GC2137'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 GC2137'DESCRIBED.
 GC2137'
 GC2137'HEIGHT OF LIGHT ABOVE STATION MARK 15.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1391 ***********************************************************************
 HA1391  DESIGNATION -  I65 T 21
 HA1391  PID         -  HA1391
 HA1391  STATE/COUNTY-  KY/WARREN
 HA1391  USGS QUAD   -  BRISTOW (1979)
 HA1391
 HA1391                         *CURRENT SURVEY CONTROL
 HA1391  ___________________________________________________________________
 HA1391* NAD 83(1993)-  37 00 42.54994(N)    086 21 57.27114(W)     ADJUSTED  
 HA1391* NAVD 88     -       166.8    (meters)     547.     (feet)  VERTCON   
 HA1391  ___________________________________________________________________
 HA1391  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 HA1391  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HA1391
 HA1391  HORZ ORDER  -  SECOND
 HA1391
 HA1391.The horizontal coordinates were established by classical geodetic methods
 HA1391.and adjusted by the National Geodetic Survey in December 1995..
 HA1391
 HA1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1391
 HA1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1391
 HA1391.The geoid height was determined by GEOID03.
 HA1391
 HA1391;                    North         East     Units Scale Factor Converg.
 HA1391;SPC KY1Z     - 1,075,483.255 1,445,184.846   MT  1.00001788   -0 22 41.3
 HA1391;SPC KY1Z     - 3,528,481.31  4,741,410.62   sFT  1.00001788   -0 22 41.3
 HA1391;SPC KY S     -   575,472.607   445,187.947   MT  0.99996113   -0 22 24.7
 HA1391;SPC KY S     - 1,888,029.71  1,460,587.46   sFT  0.99996113   -0 22 24.7
 HA1391;UTM  16      - 4,096,371.450   556,410.541   MT  0.99963920   +0 22 54.2
 HA1391
 HA1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1391!SPC KY1Z     -   0.99997861  x   1.00001788  =   0.99999649
 HA1391!SPC KY S     -   0.99997861  x   0.99996113  =   0.99993974
 HA1391!UTM  16      -   0.99997861  x   0.99963920  =   0.99961782
 HA1391
 HA1391:                Primary Azimuth Mark                     Grid Az
 HA1391:SPC KY1Z     -  I65 T 21 AZ MK                           025 03 20.4
 HA1391:SPC KY S     -  I65 T 21 AZ MK                           025 03 03.8
 HA1391:UTM  16      -  I65 T 21 AZ MK                           024 17 44.9
 HA1391
 HA1391|---------------------------------------------------------------------|
 HA1391| PID    Reference Object                     Distance      Geod. Az  |
 HA1391|                                                           dddmmss.s |
 HA1391| CG8082 I65 T 21 AZ MK                                     0244039.1 |
 HA1391| CG8083 I65 T 21 RM 1                        27.860 METERS 20700     |
 HA1391| CG8084 I65 T 21 RM 2                        12.152 METERS 29036     |
 HA1391|---------------------------------------------------------------------|
 HA1391
 HA1391                          SUPERSEDED SURVEY CONTROL
 HA1391
 HA1391  NAD 83(1986)-  37 00 42.55858(N)    086 21 57.27745(W) AD(       ) 2
 HA1391  NAD 27      -  37 00 42.41185(N)    086 21 57.31119(W) AD(       ) 2
 HA1391  NGVD 29 (07/19/86)  166.9    (m)          548.     (f) VERT ANG       
 HA1391
 HA1391.Superseded values are not recommended for survey control.
 HA1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1391.See file dsdata.txt to determine how the superseded data were derived.
 HA1391
 HA1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5641196371(NAD 83)
 HA1391_MARKER: DD = SURVEY DISK
 HA1391_SETTING: 0 = UNSPECIFIED SETTING
 HA1391
 HA1391  HISTORY     - Date     Condition        Report By
 HA1391  HISTORY     - 1964     MONUMENTED       KYHD
 HA1391
 HA1391                          STATION DESCRIPTION
 HA1391
 HA1391'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HA1391'STATION IS LOCATED 4.2 MILES EAST OF BOWLING GREEN, KENTUCKY AND
 HA1391'ABOUT 0.5 MILE SOUTHWEST OF BRISTOW, KENTUCKY ON LAND OWNED BY MR.
 HA1391'BENNIE MCGUIRE.
 HA1391'
 HA1391'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 68 AND
 HA1391'U.S. HIGHWAY 31W (ALSO U.S. HIGHWAY 31W BYPASS AND LAUREL AVENUE
 HA1391'IN BOWLING GREEN, KENTUCKY), GO NORTH ON U.S. HIGHWAY 31W FOR 1.85
 HA1391'MILES TO JUNCTION WITH STATE HIGHWAY 1402 ON RIGHT.  TURN RIGHT
 HA1391'AND GO EAST ALONG STATE HIGHWAY 1402 FOR 1.85 MILES TO T-ROAD LEFT.
 HA1391'TURN LEFT AND GO NORTH FOR 1.15 MILES TO DRIVE LEFT*.  TURN LEFT
 HA1391'AND GO WEST 0.05 MILE TO BARN AND STATION.
 HA1391'
 HA1391'STATION IS LOCATED IN A BARN LOT ABOUT 100.0 FEET NORTH OF A ONE
 HA1391'STORY FRAME HOUSE, 85.0 FEET NORTHEAST OF NORTHEAST CORNER OF
 HA1391'BARN, 58.0 FEET NORTHEAST OF FENCE CORNER AND 40.5 FEET EAST OF METAL
 HA1391'WITNESS POST AND SIGN.  THE MARK IS 12 INCHES BELOW SURFACE OF
 HA1391'GROUND AND THE TABLET IS STAMPED I65-T21 1964.
 HA1391'
 HA1391'R.M. 1 IS 91.40 FEET SOUTH OF THE STATION, 93.0 FEET SOUTH OF
 HA1391'NORTHEAST CORNER OF BARN, 45.0 FEET SOUTHEAST OF CENTER OF WOODEN
 HA1391'GATE, 17.5 FEET NORTH OF NORTHWEST CORNER OF UTILITY HOUSE AND 1.5
 HA1391'FEET NORTH OF FENCE.  THE MARK IS PROJECTING 3 INCHES AND
 HA1391'THE TABLET IS STAMPED I65-T21 NO. 1 1964.
 HA1391'
 HA1391'R.M. 2 IS 39.87 FEET WEST OF THE STATION, 49.0 FEET NORTHEAST OF
 HA1391'NORTHEAST CORNER OF BARN, 36.0 FEET NORTH OF FENCE CORNER, 1.5
 HA1391'FEET NORTHEAST OF METAL WITNESS POST AND SIGN AND 1.0 FOOT EAST OF
 HA1391'FENCE.  THE MARK IS PROJECTING 3 INCHES AND THE TABLET IS STAMPED
 HA1391'I65-T20 NO. 2 1964.
 HA1391'
 HA1391'AZIMUTH MARK IS ABOUT 0.6 MILE NORTHEAST OF STATION.  *TO REACH THE
 HA1391'AZIMUTH FROM THIS POINT CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO
 HA1391'AZIMUTH ON RIGHT, 127.0 FEET NORTH OF NORTH RAIL OF MAIN L AND N
 HA1391'TRACK, 70.0 FEET SOUTHEAST OF CENTER OF ROAD, 8.5 FEET EAST OF
 HA1391'CENTER OF L AND N PUMP SHED AND 2.0 FEET EAST OF METAL WITNESS POST
 HA1391'AND SIGN.  THE MARK IS PROJECTING 3 INCHES AND STAMPED I65-T21
 HA1391'1964.
 HA1391'
 HA1391'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HA1391'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HA1391'
 HA1391'HEIGHT OF LIGHT ABOVE STATION MARK 15.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1392 ***********************************************************************
 HA1392  DESIGNATION -  I65 T 22
 HA1392  PID         -  HA1392
 HA1392  STATE/COUNTY-  KY/WARREN
 HA1392  USGS QUAD   -  BRISTOW (1979)
 HA1392
 HA1392                         *CURRENT SURVEY CONTROL
 HA1392  ___________________________________________________________________
 HA1392* NAD 83(1993)-  37 01 09.03456(N)    086 15 50.08554(W)     ADJUSTED  
 HA1392* NAVD 88     -       178.8    (meters)     587.     (feet)  VERTCON   
 HA1392  ___________________________________________________________________
 HA1392  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 HA1392  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HA1392
 HA1392  HORZ ORDER  -  SECOND
 HA1392
 HA1392.The horizontal coordinates were established by classical geodetic methods
 HA1392.and adjusted by the National Geodetic Survey in December 1995..
 HA1392
 HA1392.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1392
 HA1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1392
 HA1392.The geoid height was determined by GEOID03.
 HA1392
 HA1392;                    North         East     Units Scale Factor Converg.
 HA1392;SPC KY1Z     - 1,076,244.754 1,454,266.767   MT  1.00001597   -0 18 55.9
 HA1392;SPC KY1Z     - 3,530,979.66  4,771,206.88   sFT  1.00001597   -0 18 55.9
 HA1392;SPC KY S     -   576,234.734   454,269.301   MT  0.99996043   -0 18 42.0
 HA1392;SPC KY S     - 1,890,530.12  1,490,381.87   sFT  0.99996043   -0 18 42.0
 HA1392;UTM  16      - 4,097,252.906   565,478.207   MT  0.99965282   +0 26 35.5
 HA1392
 HA1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1392!SPC KY1Z     -   0.99997674  x   1.00001597  =   0.99999271
 HA1392!SPC KY S     -   0.99997674  x   0.99996043  =   0.99993717
 HA1392!UTM  16      -   0.99997674  x   0.99965282  =   0.99962957
 HA1392
 HA1392:                Primary Azimuth Mark                     Grid Az
 HA1392:SPC KY1Z     -  I65 T 22 AZ MK                           025 30 10.9
 HA1392:SPC KY S     -  I65 T 22 AZ MK                           025 29 57.0
 HA1392:UTM  16      -  I65 T 22 AZ MK                           024 44 39.5
 HA1392
 HA1392|---------------------------------------------------------------------|
 HA1392| PID    Reference Object                     Distance      Geod. Az  |
 HA1392|                                                           dddmmss.s |
 HA1392| CG8085 I65 T 22 AZ MK                                     0251115.0 |
 HA1392| CG8086 I65 T 22 RM 1                        29.284 METERS 08037     |
 HA1392| CG8087 I65 T 22 RM 2                        30.917 METERS 26303     |
 HA1392|---------------------------------------------------------------------|
 HA1392
 HA1392                          SUPERSEDED SURVEY CONTROL
 HA1392
 HA1392  NAD 83(1986)-  37 01 09.04260(N)    086 15 50.09184(W) AD(       ) 2
 HA1392  NAD 27      -  37 01 08.88671(N)    086 15 50.13904(W) AD(       ) 2
 HA1392  NGVD 29 (07/19/86)  178.9    (m)          587.     (f) VERT ANG       
 HA1392
 HA1392.Superseded values are not recommended for survey control.
 HA1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1392.See file dsdata.txt to determine how the superseded data were derived.
 HA1392
 HA1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6547897253(NAD 83)
 HA1392_MARKER: DD = SURVEY DISK
 HA1392_SETTING: 0 = UNSPECIFIED SETTING
 HA1392
 HA1392  HISTORY     - Date     Condition        Report By
 HA1392  HISTORY     - 1964     MONUMENTED       KYHD
 HA1392
 HA1392                          STATION DESCRIPTION
 HA1392
 HA1392'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HA1392'STATION IS LOCATED 1.75 MILES SOUTHWEST OF OAKLAND, KENTUCKY AND
 HA1392'ABOUT 4.0 MILES SOUTHWEST OF SMITHS GROVE, KENTUCKY ON INTERSTATE
 HA1392'65 RIGHT-OF-WAY.
 HA1392'
 HA1392'TO REACH THE STATION FROM STATE HIGHWAY 179 AND THE L AND N RAILROAD
 HA1392'CROSSING IN OAKLAND, KENTUCKY, GO SOUTH ON STATE HIGHWAY 179 FOR
 HA1392'0.75 MILE TO JUNCTION WITH U.S. HIGHWAY 68 AND STATE HIGHWAY 80.
 HA1392'TURN RIGHT AND GO WEST FOR 0.4 MILE ON U.S. HIGHWAY 68 AND STATE
 HA1392'HIGHWAY 80 TO JUNCTION WITH STATE HIGHWAY 1182 SOUTH.  TURN LEFT AND
 HA1392'GO SOUTH ON STATE HIGHWAY 1182 FOR 0.05 MILE TO AZIMUTH MARK ON
 HA1392'LEFT.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 1182 FOR 0.95 MILE TO
 HA1392'PRIVATE DRIVE RIGHT.  TURN RIGHT AND GO WEST 0.20 MILE TO
 HA1392'STATION ON LEFT.
 HA1392'
 HA1392'STATION IS LOCATED ON HIGHWAY RIGHT-OF-WAY, 84.5 FEET NORTH OF CENTER
 HA1392'OF SOUTHBOUND LANE, 62.0 FEET SOUTH OF CENTER OF PRIVATE DRIVE, 5.5
 HA1392'FEET SOUTH OF RIGHT-OF-WAY FENCE AND 5.0 FEET SOUTH OF METAL WITNESS
 HA1392'POST AND SIGN.  THE MARK IS PROJECTING 3 INCHES AND IS STAMPED
 HA1392'I65-T22 1964.
 HA1392'
 HA1392'R.M. 1 IS 96.07 FEET EAST OF STATION, 88.0 FEET NORTH OF SOUTHBOUND
 HA1392'LANE, 20.0 FEET SOUTH OF CENTER OF DRIVE AND 2.0 FEET SOUTH OF
 HA1392'RIGHT-OF-WAY FENCE.  THE MARK IS PROJECTING 3 INCHES AND IS STAMPED
 HA1392'I65-T22 NO. 1 1964.
 HA1392'
 HA1392'R.M. 2 IS 101.43 FEET WEST OF STATION, 89.0 FEET NORTH OF CENTER OF
 HA1392'SOUTHBOUND LANE, 73.0 FEET EAST OF POWER POLE AND 1.0 FOOT SOUTH
 HA1392'OF RIGHT-OF-WAY FENCE.  THE MARK IS PROJECTING 3 INCHES AND IS
 HA1392'STAMPED I65-T22 NO. 2 1964.
 HA1392'
 HA1392'AZIMUTH MARK IS ABOUT 0.95 MILE NORTHEAST OF STATION, 196.0 FEET
 HA1392'SOUTHWEST OF SOUTHWEST CORNER OF ONE STORY FRAME HOUSE, 20.0 FEET
 HA1392'EAST OF CENTER OF ROAD, 4.0 FEET NORTH OF FENCE CORNER AND 3.0 FEET
 HA1392'NORTH OF METAL WITNESS POST AND SIGN.  THE MARK IS PROJECTING 3
 HA1392'INCHES AND IS STAMPED I65-T22 1964.
 HA1392'
 HA1392'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HA1392'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 HA1392'DESCRIBED.
 HA1392'
 HA1392'HEIGHT OF LIGHT ABOVE STATION MARK 21.62 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1366 ***********************************************************************
 HA1366  DESIGNATION -  I65 T 24
 HA1366  PID         -  HA1366
 HA1366  STATE/COUNTY-  KY/EDMONSON
 HA1366  USGS QUAD   -  PARK CITY (1973)
 HA1366
 HA1366                         *CURRENT SURVEY CONTROL
 HA1366  ___________________________________________________________________
 HA1366* NAD 83(1993)-  37 03 49.22070(N)    086 06 33.26481(W)     ADJUSTED  
 HA1366* NAVD 88     -       196.4    (meters)     644.     (feet)  VERTCON   
 HA1366  ___________________________________________________________________
 HA1366  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 HA1366  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HA1366
 HA1366  HORZ ORDER  -  SECOND
 HA1366
 HA1366.The horizontal coordinates were established by classical geodetic methods
 HA1366.and adjusted by the National Geodetic Survey in December 1995..
 HA1366
 HA1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1366
 HA1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1366
 HA1366.The geoid height was determined by GEOID03.
 HA1366
 HA1366;                    North         East     Units Scale Factor Converg.
 HA1366;SPC KY1Z     - 1,081,118.488 1,468,050.037   MT  1.00000476   -0 13 14.0
 HA1366;SPC KY1Z     - 3,546,969.57  4,816,427.50   sFT  1.00000476   -0 13 14.0
 HA1366;SPC KY S     -   581,109.003   468,051.577   MT  0.99995648   -0 13 04.3
 HA1366;SPC KY S     - 1,906,521.79  1,535,599.22   sFT  0.99995648   -0 13 04.3
 HA1366;UTM  16      - 4,102,306.825   579,191.047   MT  0.99967725   +0 32 12.8
 HA1366
 HA1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1366!SPC KY1Z     -   0.99997401  x   1.00000476  =   0.99997877
 HA1366!SPC KY S     -   0.99997401  x   0.99995648  =   0.99993049
 HA1366!UTM  16      -   0.99997401  x   0.99967725  =   0.99965127
 HA1366
 HA1366:                Primary Azimuth Mark                     Grid Az
 HA1366:SPC KY1Z     -  I65 T 25                                 054 46 00.1
 HA1366:SPC KY S     -  I65 T 25                                 054 45 50.4
 HA1366:UTM  16      -  I65 T 25                                 054 00 33.3
 HA1366
 HA1366|---------------------------------------------------------------------|
 HA1366| PID    Reference Object                     Distance      Geod. Az  |
 HA1366|                                                           dddmmss.s |
 HA1366| HA1367 I65 T 25                            APPROX. 7.3 KM 0543246.1 |
 HA1366| CG8091 I65 T 24 RM 1                        13.803 METERS 07007     |
 HA1366| CG8092 I65 T 24 RM 2                        11.193 METERS 20002     |
 HA1366| CG8090 I65 T 24 AZ MK                                     3333317.8 |
 HA1366|---------------------------------------------------------------------|
 HA1366
 HA1366                          SUPERSEDED SURVEY CONTROL
 HA1366
 HA1366  NAD 83(1986)-  37 03 49.22810(N)    086 06 33.27036(W) AD(       ) 2
 HA1366  NAD 27      -  37 03 49.05834(N)    086 06 33.33392(W) AD(       ) 2
 HA1366  NGVD 29 (07/19/86)  196.5    (m)          645.     (f) VERT ANG       
 HA1366
 HA1366.Superseded values are not recommended for survey control.
 HA1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1366.See file dsdata.txt to determine how the superseded data were derived.
 HA1366
 HA1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7919102307(NAD 83)
 HA1366_MARKER: DD = SURVEY DISK
 HA1366_SETTING: 0 = UNSPECIFIED SETTING
 HA1366
 HA1366  HISTORY     - Date     Condition        Report By
 HA1366  HISTORY     - 1964     MONUMENTED       KYHD
 HA1366
 HA1366                          STATION DESCRIPTION
 HA1366
 HA1366'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HA1366'STATION IS LOCATED 4.0 MILES SOUTHWEST OF PARK CITY, KENTUCKY, ABOUT
 HA1366'1.8 MILES SOUTHEAST OF ROCKY HILL, KENTUCKY ON LAND OWNED BY MR.
 HA1366'W. I. BECKNER.
 HA1366'
 HA1366'TO REACH THE STATION FROM STATE HIGHWAY 259 AND L AND N RAILROAD
 HA1366'CROSSING IN ROCKY HILL, KENTUCKY GO SOUTH ON STATE HIGHWAY 259
 HA1366'FOR ABOUT 100.0 FEET TO JUNCTION WITH BLACKTOP ROAD SOUTHEAST.  TURN
 HA1366'LEFT AND GO SOUTHEAST ON BLACKTOP ROAD FOR 1.85 MILES TO AZIMUTH ON
 HA1366'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.20 MILE TO PRIVATE DRIVE AND
 HA1366'STATION ON RIGHT.
 HA1366'
 HA1366'STATION IS LOCATED IN OPEN PASTURE, 67.0 FEET SOUTHWEST OF CENTER OF
 HA1366'DRIVE, 65.0 FEET WEST OF FENCE CORNER, 51.0 FEET NORTHWEST OF
 HA1366'CENTER OF FIELD ROAD AT GATE AND 47.0 FEET SOUTHWEST OF METAL WITNESS
 HA1366'POST AND SIGN.  THE MARK IS SET FLUSH WITH THE GROUND AND
 HA1366'STAMPED I65-T24 1964.
 HA1366'
 HA1366'R.M. 1 IS 45.28 FEET NORTHEAST OF STATION, 20.0 FEET SOUTHWEST OF
 HA1366'CENTER OF DRIVE AND 1.9 FEET SOUTHWEST OF METAL WITNESS POST
 HA1366'AND SIGN.  THE MARK IS PROJECTING 3 INCHES AND STAMPED I65-T24 NO. 1
 HA1366'1964.
 HA1366'
 HA1366'R.M. 2 IS 36.72 FEET SOUTHWEST OF STATION, 36.0 FEET WEST OF FIELD
 HA1366'ROAD AT GATE, 12.0 FEET NORTH OF CENTER OF FIELD ROAD AND 3.5
 HA1366'FEET NORTH OF FENCE LINE.  THE MARK IS PROJECTING 3 INCHES AND
 HA1366'STAMPED I65-T24 NO. 2 1964.
 HA1366'
 HA1366'AZIMUTH MARK IS LOCATED ABOUT 0.15 MILE NORTHWEST OF STATION, 53.0
 HA1366'FEET WEST OF SOUTHWEST CORNER OF ONE STORY FRAME HOUSE, 23.5
 HA1366'FEET NORTH OF CENTER OF ROAD, 2.0 FEET NORTH OF METAL WITNESS POST
 HA1366'AND SIGN AND SETTING ABOUT 4.0 FEET HIGHER THAN ROAD.  THE MARK
 HA1366'IS PROJECTING 3 INCHES AND STAMPED I65-T24 1964.
 HA1366'
 HA1366'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HA1366'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HA1366'
 HA1366'HEIGHT OF LIGHT ABOVE STATION MARK 15.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1367 ***********************************************************************
 HA1367  DESIGNATION -  I65 T 25
 HA1367  PID         -  HA1367
 HA1367  STATE/COUNTY-  KY/BARREN
 HA1367  USGS QUAD   -  PARK CITY (1973)
 HA1367
 HA1367                         *CURRENT SURVEY CONTROL
 HA1367  ___________________________________________________________________
 HA1367* NAD 83(1993)-  37 06 06.63588(N)    086 02 32.22074(W)     ADJUSTED  
 HA1367* NAVD 88     -       220.9    (meters)     725.     (feet)  VERTCON   
 HA1367  ___________________________________________________________________
 HA1367  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 HA1367  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HA1367
 HA1367  HORZ ORDER  -  SECOND
 HA1367
 HA1367.The horizontal coordinates were established by classical geodetic methods
 HA1367.and adjusted by the National Geodetic Survey in December 1995..
 HA1367
 HA1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1367
 HA1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1367
 HA1367.The geoid height was determined by GEOID03.
 HA1367
 HA1367;                    North         East     Units Scale Factor Converg.
 HA1367;SPC KY1Z     - 1,085,333.855 1,474,018.250   MT  0.99999562   -0 10 46.0
 HA1367;SPC KY1Z     - 3,560,799.49  4,836,008.21   sFT  0.99999562   -0 10 46.0
 HA1367;SPC KY S     -   585,324.433   474,019.341   MT  0.99995358   -0 10 38.1
 HA1367;SPC KY S     - 1,920,351.91  1,555,178.45   sFT  0.99995358   -0 10 38.1
 HA1367;UTM  16      - 4,106,599.346   585,101.148   MT  0.99968921   +0 34 39.9
 HA1367
 HA1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1367!SPC KY1Z     -   0.99997020  x   0.99999562  =   0.99996582
 HA1367!SPC KY S     -   0.99997020  x   0.99995358  =   0.99992378
 HA1367!UTM  16      -   0.99997020  x   0.99968921  =   0.99965942
 HA1367
 HA1367|---------------------------------------------------------------------|
 HA1367| PID    Reference Object                     Distance      Geod. Az  |
 HA1367|                                                           dddmmss.s |
 HA1367| CG8094 I65 T 25 RM 1                         9.910 METERS 15647     |
 HA1367| CG8093 I65 T 25 AZ MK                                     2045200.9 |
 HA1367| HA1368 PARK CITY MUNICIPAL STANDPIPE       APPROX. 1.0 KM 2050650.0 |
 HA1367| CG8095 I65 T 25 RM 2                         7.712 METERS 33924     |
 HA1367|---------------------------------------------------------------------|
 HA1367
 HA1367                          SUPERSEDED SURVEY CONTROL
 HA1367
 HA1367  NAD 83(1986)-  37 06 06.64328(N)    086 02 32.22645(W) AD(       ) 2
 HA1367  NAD 27      -  37 06 06.46866(N)    086 02 32.29589(W) AD(       ) 2
 HA1367  NGVD 29 (07/19/86)  221.0    (m)          725.     (f) VERT ANG       
 HA1367
 HA1367.Superseded values are not recommended for survey control.
 HA1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1367.See file dsdata.txt to determine how the superseded data were derived.
 HA1367
 HA1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG8510106599(NAD 83)
 HA1367_MARKER: DD = SURVEY DISK
 HA1367_SETTING: 0 = UNSPECIFIED SETTING
 HA1367
 HA1367  HISTORY     - Date     Condition        Report By
 HA1367  HISTORY     - 1964     MONUMENTED       KYHD
 HA1367
 HA1367                          STATION DESCRIPTION
 HA1367
 HA1367'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HA1367'STATION IS LOCATED 0.75 MILE NORTH-NORTHEAST OF PARK CITY, KENTUCKY,
 HA1367'BARREN COUNTY, ON PROPERTY OWNED BY LELAND B. TOMS.
 HA1367'
 HA1367'TO REACH THE STATION FROM THE POST OFFICE IN PARK CITY, KENTUCKY GO
 HA1367'EAST ON U.S. HIGHWAY 31W FOR 0.15 MILE TO JUNCTION WITH GOSSON
 HA1367'STREET.  TURN LEFT AND GO NORTH ON GOSSON STREET TO JUNCTION WITH
 HA1367'EAST OLD BARDSTOWN ROAD AND AZIMUTH ON LEFT.
 HA1367'
 HA1367'TO REACH THE STATION FROM THIS POINT TURN RIGHT AND GO EAST FOR 0.50
 HA1367'MILE TO PRIVATE DRIVE NORTH.  TURN LEFT AND GO NORTH FOR 0.30
 HA1367'MILE TO BARN AND STATION.  STATION IS 76.5 FEET SOUTH OF SOUTHEAST
 HA1367'CORNER OF BARN AND METAL WITNESS POST AND SIGN AND 73.0 FEET
 HA1367'SOUTHEAST OF SOUTHWEST CORNER OF BARN.  THE MARK IS SET FLUSH WITH
 HA1367'THE GROUND AND STAMPED I65-T25 1964.
 HA1367'
 HA1367'R.M. 1 IS 32.51 FEET SOUTH OF STATION, 102.8 FEET SOUTHEAST OF
 HA1367'SOUTHWEST CORNER OF BARN AND METAL WITNESS POST AND SIGN.  THE
 HA1367'MARK IS SETTING APPROXIMATELY IN THE CENTER OF A 2.0 FOOT BY 3.0 FOOT
 HA1367'BOULDER, PROJECTING 1.0 FOOT ABOVE THE GROUND AND DISK IS
 HA1367'STAMPED I65-T25 R.M. 1 1964.
 HA1367'
 HA1367'R.M. 2 IS 25.30 FEET NORTH OF STATION, 53.0 FEET SOUTHEAST OF
 HA1367'SOUTHWEST CORNER OF BARN, 51.0 FEET SOUTH OF SOUTHEAST CORNER OF
 HA1367'BARN AND METAL WITNESS POST AND SIGN.  THE MARK IS SETTING IN THE
 HA1367'CENTER OF A 1 BY 2 FOOT LIMESTONE BOULDER AND PROJECTING 1.0 FOOT
 HA1367'ABOVE THE GROUND.  THE DISK IS STAMPED I65-T25 R.M. NO. 2 1964.
 HA1367'
 HA1367'AZIMUTH IS ABOUT 0.25 MILE SOUTHWEST OF STATION AND IS LOCATED AT THE
 HA1367'ENTRANCE TO PARK CITY SCHOOL, 55.0 FEET NORTH FROM THE CENTER OF
 HA1367'THE INTERSECTION OF GOSSON STREET AND EAST OLD BARDSTOWN ROAD, 23.0
 HA1367'FEET WEST OF POWER POLE NO. 540, 14.0 FEET NORTHEAST OF CENTER OF
 HA1367'ROAD AND 3.5 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK
 HA1367'IS PROJECTING 3 INCHES AND IS STAMPED I65-T25 1964.
 HA1367'
 HA1367'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HA1367'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HA1367'
 HA1367'HEIGHT OF LIGHT ABOVE STATION MARK 9.71 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2758 ***********************************************************************
 GZ2758  DESIGNATION -  I65 T 26
 GZ2758  PID         -  GZ2758
 GZ2758  STATE/COUNTY-  KY/BARREN
 GZ2758  USGS QUAD   -  HORSE CAVE (1966)
 GZ2758
 GZ2758                         *CURRENT SURVEY CONTROL
 GZ2758  ___________________________________________________________________
 GZ2758* NAD 83(1993)-  37 08 28.27542(N)    085 58 33.03161(W)     ADJUSTED  
 GZ2758* NAVD 88     -       294.4    (meters)     966.     (feet)  VERTCON   
 GZ2758  ___________________________________________________________________
 GZ2758  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 GZ2758  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GZ2758
 GZ2758  HORZ ORDER  -  SECOND
 GZ2758
 GZ2758.The horizontal coordinates were established by classical geodetic methods
 GZ2758.and adjusted by the National Geodetic Survey in December 1995..
 GZ2758
 GZ2758.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2758
 GZ2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2758
 GZ2758.The geoid height was determined by GEOID03.
 GZ2758
 GZ2758;                    North         East     Units Scale Factor Converg.
 GZ2758;SPC KY1Z     - 1,089,683.837 1,479,934.933   MT  0.99998666   -0 08 19.2
 GZ2758;SPC KY1Z     - 3,575,071.06  4,855,419.86   sFT  0.99998666   -0 08 19.2
 GZ2758;SPC KY S     -   589,674.447   479,935.647   MT  0.99995104   -0 08 13.1
 GZ2758;SPC KY S     - 1,934,623.58  1,574,588.87   sFT  0.99995104   -0 08 13.1
 GZ2758;UTM  16      - 4,111,025.823   590,958.102   MT  0.99970192   +0 37 06.3
 GZ2758
 GZ2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2758!SPC KY1Z     -   0.99995869  x   0.99998666  =   0.99994535
 GZ2758!SPC KY S     -   0.99995869  x   0.99995104  =   0.99990973
 GZ2758!UTM  16      -   0.99995869  x   0.99970192  =   0.99966062
 GZ2758
 GZ2758:                Primary Azimuth Mark                     Grid Az
 GZ2758:SPC KY1Z     -  CAVE CITY MUNICIPAL TANK                 118 12 52.3
 GZ2758:SPC KY S     -  CAVE CITY MUNICIPAL TANK                 118 12 46.2
 GZ2758:UTM  16      -  CAVE CITY MUNICIPAL TANK                 117 27 26.8
 GZ2758
 GZ2758|---------------------------------------------------------------------|
 GZ2758| PID    Reference Object                     Distance      Geod. Az  |
 GZ2758|                                                           dddmmss.s |
 GZ2758| GZ2764 CAVE CITY MUNICIPAL TANK            APPROX. 2.7 KM 1180433.1 |
 GZ2758| CG8096 I65 T 26 RM 1                        12.509 METERS 11818     |
 GZ2758| CG8097 I65 T 26 RM 2                         6.670 METERS 26002     |
 GZ2758|---------------------------------------------------------------------|
 GZ2758
 GZ2758                          SUPERSEDED SURVEY CONTROL
 GZ2758
 GZ2758  NAD 83(1986)-  37 08 28.28331(N)    085 58 33.03848(W) AD(       ) 2
 GZ2758  NAD 27      -  37 08 28.10419(N)    085 58 33.11615(W) AD(       ) 2
 GZ2758  NGVD 29 (07/19/86)  294.5    (m)          966.     (f) VERT ANG       
 GZ2758
 GZ2758.Superseded values are not recommended for survey control.
 GZ2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2758.See file dsdata.txt to determine how the superseded data were derived.
 GZ2758
 GZ2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9095811026(NAD 83)
 GZ2758_MARKER: DS = TRIANGULATION STATION DISK
 GZ2758_SETTING: 0 = UNSPECIFIED SETTING
 GZ2758
 GZ2758  HISTORY     - Date     Condition        Report By
 GZ2758  HISTORY     - 1964     MONUMENTED       KYHD
 GZ2758
 GZ2758                          STATION DESCRIPTION
 GZ2758
 GZ2758'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 GZ2758'STATION IS LOCATED 1.10 MILES NORTHWEST OF CAVE CITY, KENTUCKY,
 GZ2758'BARREN COUNTY, ON PROPERTY OWNED BY MR. J. Y. MONROE, ON PROMINENT
 GZ2758'KNOB KNOWN AS HUCKLEBERRY KNOB.
 GZ2758'
 GZ2758'TO REACH THE STATION FROM THE POST OFFICE IN CAVE CITY, KENTUCKY GO
 GZ2758'EAST ON STATE HIGHWAY 70 FOR 1.10 MILES TO PRIVATE DRIVE RIGHT.
 GZ2758'TURN RIGHT AND GO NORTH FOR 0.10 MILE TO GATE AND END OF TRUCK
 GZ2758'TRAVEL. FROM THIS POINT GO IN A NORTHWESTERLY DIRECTION
 GZ2758'FOR 0.10 MILE TO TOP OF HUCKLEBERRY KNOB AND STATION AS DESCRIBED.
 GZ2758'
 GZ2758'STATION IS 50.0 FEET SOUTH OF HIGHEST POINT OF HILL, 21.0 FEET NORTH
 GZ2758'OF A 16 INCH OAK TREE WITH TRIANGLE BLAZE, 18.0 FEET NORTHEAST OF
 GZ2758'A 20 INCH OAK TREE WITH TRIANGLE BLAZE AND 1.50 FEET NORTH OF METAL
 GZ2758'WITNESS POST AND SIGN. THE MARK IS PROJECTING 3 INCHES AND IS
 GZ2758'STAMPED I65-T26 1964. NO UNDERGROUND MARK WAS SET AT THIS STATION DUE
 GZ2758'TO HITTING LARGE LIMESTONE BOULDER AT 2.50 FEET.
 GZ2758'
 GZ2758'R. M. 1 IS 41.04 FEET EAST OF STATION, 41.0 FEET WEST OF METAL
 GZ2758'WITNESS POST AND SIGN, 33.0 FEET NORTHEAST OF A 16 INCH OAK TREE
 GZ2758'WITH TRIANGLE BLAZE AND 8.0 FEET WEST OF A 7 INCH HICKORY TREE. THE
 GZ2758'MARK IS SETTING IN A LARGE BOULDER AND IS STAMPED I65-T26 R. M. NO.
 GZ2758'1 1964.
 GZ2758'
 GZ2758'R. M. 2 IS 21.88 FEET WEST OF STATION, 22.0 FEET NORTHEAST OF METAL
 GZ2758'WITNESS POST AND SIGN AND 6.8 FEET NORTHWEST OF A 20 INCH OAK TREE
 GZ2758'WITH TRIANGLE BLAZE. THE MARK IS SETTING IN A 6 BY 6 FOOT BOULDER AND
 GZ2758'STAMPED I65-T26 R. M. NO. 2 1964.
 GZ2758'
 GZ2758'NO AZIMUTH MARK WAS SET AT THIS STATION DUE TO TRIANGULATION STATION
 GZ2758'CAVE CITY AND CAVE CITY MUNICIPAL WATER TANK WAS VISIBLE FROM THE
 GZ2758'GROUND.
 GZ2758'
 GZ2758'SURFACE, REFERENCE AND MARKS ARE KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ2758'SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GZ2758'
 GZ2758'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2759 ***********************************************************************
 GZ2759  DESIGNATION -  I65 T 27
 GZ2759  PID         -  GZ2759
 GZ2759  STATE/COUNTY-  KY/HART
 GZ2759  USGS QUAD   -  HORSE CAVE (1966)
 GZ2759
 GZ2759                         *CURRENT SURVEY CONTROL
 GZ2759  ___________________________________________________________________
 GZ2759* NAD 83(1993)-  37 09 54.24636(N)    085 57 18.57647(W)     ADJUSTED  
 GZ2759* NAVD 88     -       277.2    (meters)     909.     (feet)  VERTCON   
 GZ2759  ___________________________________________________________________
 GZ2759  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 GZ2759  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GZ2759
 GZ2759  HORZ ORDER  -  SECOND
 GZ2759
 GZ2759.The horizontal coordinates were established by classical geodetic methods
 GZ2759.and adjusted by the National Geodetic Survey in December 1995..
 GZ2759
 GZ2759.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2759
 GZ2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2759
 GZ2759.The geoid height was determined by GEOID03.
 GZ2759
 GZ2759;                    North         East     Units Scale Factor Converg.
 GZ2759;SPC KY1Z     - 1,092,329.850 1,481,778.259   MT  0.99998144   -0 07 33.5
 GZ2759;SPC KY1Z     - 3,583,752.18  4,861,467.50   sFT  0.99998144   -0 07 33.5
 GZ2759;SPC KY S     -   592,320.423   481,778.836   MT  0.99994973   -0 07 27.9
 GZ2759;SPC KY S     - 1,943,304.59  1,580,636.06   sFT  0.99994973   -0 07 27.9
 GZ2759;UTM  16      - 4,113,695.216   592,765.795   MT  0.99970601   +0 37 52.5
 GZ2759
 GZ2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2759!SPC KY1Z     -   0.99996140  x   0.99998144  =   0.99994284
 GZ2759!SPC KY S     -   0.99996140  x   0.99994973  =   0.99991113
 GZ2759!UTM  16      -   0.99996140  x   0.99970601  =   0.99966742
 GZ2759
 GZ2759:                Primary Azimuth Mark                     Grid Az
 GZ2759:SPC KY1Z     -  I65 T 27 AZ MK                           063 36 23.8
 GZ2759:SPC KY S     -  I65 T 27 AZ MK                           063 36 18.2
 GZ2759:UTM  16      -  I65 T 27 AZ MK                           062 50 57.8
 GZ2759
 GZ2759|---------------------------------------------------------------------|
 GZ2759| PID    Reference Object                     Distance      Geod. Az  |
 GZ2759|                                                           dddmmss.s |
 GZ2759| CG8098 I65 T 27 AZ MK                                     0632850.3 |
 GZ2759| CG8099 I65 T 27 RM 1                        27.054 METERS 15436     |
 GZ2759| CG8100 I65 T 27 RM 2                        24.049 METERS 23953     |
 GZ2759|---------------------------------------------------------------------|
 GZ2759
 GZ2759                          SUPERSEDED SURVEY CONTROL
 GZ2759
 GZ2759  NAD 83(1986)-  37 09 54.25473(N)    085 57 18.58357(W) AD(       ) 2
 GZ2759  NAD 27      -  37 09 54.07538(N)    085 57 18.66479(W) AD(       ) 2
 GZ2759  NGVD 29 (07/19/86)  277.3    (m)          910.     (f) VERT ANG       
 GZ2759
 GZ2759.Superseded values are not recommended for survey control.
 GZ2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2759.See file dsdata.txt to determine how the superseded data were derived.
 GZ2759
 GZ2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9276613695(NAD 83)
 GZ2759_MARKER: DE = TRAVERSE STATION DISK
 GZ2759_SETTING: 0 = UNSPECIFIED SETTING
 GZ2759
 GZ2759  HISTORY     - Date     Condition        Report By
 GZ2759  HISTORY     - 1964     MONUMENTED       KYHD
 GZ2759
 GZ2759                          STATION DESCRIPTION
 GZ2759
 GZ2759'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 GZ2759'THE STATION IS LOCATED 2.0 MILES NORTH OF CAVE CITY, KENTUCKY ON
 GZ2759'PROPERTY OWNED BY MR. CALVIN HOGAN.
 GZ2759'
 GZ2759'TO REACH THE STATION FROM THE POST OFFICE IN CAVE CITY, KENTUCKY IN
 GZ2759'BARREN COUNTY, GO WEST ON STATE HIGHWAY 70 FOR 0.30 MILE TO JUNCTION
 GZ2759'WITH GRIMSTEAD MILL ROAD (JUST WEST OF L AND N RAILROAD CROSSING).
 GZ2759'TURN RIGHT AND GO NORTHEAST FOR 0.10 MILE TO SHARP CURVE LEFT.
 GZ2759'CONTINUE NORTHWEST ON GRIMSTEAD MILL ROAD FOR 0.60 MILE TO GRAVEL
 GZ2759'ROAD NORTHEAST. TURN RIGHT AND GO NORTHEAST FOR 1.70 MILES TO GAP
 GZ2759'IN FENCE AND BARN LEFT AND END OF TRUCK TRAVEL*. FROM THIS POINT WALK
 GZ2759'IN A WESTERLY DIRECTION ALONG RIDGE FOR 0.15 MILE TO STATION,
 GZ2759'366.0 FEET WEST OF NORTHEAST CORNER OF TOBACCO BARN, 60.0 FEET NORTH
 GZ2759'OF WOODS LINE AND 67.3 FEET NORTH OF METAL WITNESS POST AND SIGN. THE
 GZ2759'MARK PROJECTS 8 INCHES AND THE TABLET IS STAMPED I65-T27 1964.
 GZ2759'
 GZ2759'R.M. 1 IS LOCATED 88.76 FEET SOUTHEAST OF STATION AT SOUTH EDGE OF
 GZ2759'CLEARING. THE MARK PROJECTS 3 INCHES AND IS STAMPED I65-T27 NO. 1
 GZ2759'1964.
 GZ2759'
 GZ2759'R.M. 2 IS LOCATED 78.90 FEET SOUTHWEST OF STATION AT SOUTH EDGE OF
 GZ2759'CLEARING, 115.0 FEET NORTH OF 20 INCH BLACK OAK TREE AND 89.0 FEET
 GZ2759'NORTHEAST OF 12 INCH BLACK OAK TREE. THE MARK PROJECTS 3 INCHES AND
 GZ2759'IS STAMPED I65-T27 NO. 2 1964.
 GZ2759'
 GZ2759'AZIMUTH IS LOCATED ABOUT 0.25 MILE NORTHEAST OF STATION, 31.0 FEET
 GZ2759'SOUTHEAST OF ROAD, 4.0 FEET EAST OF POWER POLE WITH TRANSFORMER AND
 GZ2759'STREET LIGHT AND 1.3 FEET EAST OF METAL WITNESS POST AND SIGN. THE
 GZ2759'MARK PROJECTS 3 INCHES AND IS STAMPED I65-T27 1964.
 GZ2759'
 GZ2759'*TO REACH AZIMUTH FROM THIS POINT CONTINUE STRAIGHT AHEAD FOR 0.20
 GZ2759'MILE AND AZIMUTH ON RIGHT.
 GZ2759'
 GZ2759'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2759'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 GZ2759'DESCRIBED.
 GZ2759'
 GZ2759'HEIGHT OF LIGHT ABOVE STATION MARK 15.57 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2760 ***********************************************************************
 GZ2760  DESIGNATION -  I65 T 28
 GZ2760  PID         -  GZ2760
 GZ2760  STATE/COUNTY-  KY/HART
 GZ2760  USGS QUAD   -  HORSE CAVE (1966)
 GZ2760
 GZ2760                         *CURRENT SURVEY CONTROL
 GZ2760  ___________________________________________________________________
 GZ2760* NAD 83(1993)-  37 14 50.66186(N)    085 54 59.24249(W)     ADJUSTED  
 GZ2760* NAVD 88     -       272.3    (meters)     893.     (feet)  VERTCON   
 GZ2760  ___________________________________________________________________
 GZ2760  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 GZ2760  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ2760
 GZ2760  HORZ ORDER  -  SECOND
 GZ2760
 GZ2760.The horizontal coordinates were established by classical geodetic methods
 GZ2760.and adjusted by the National Geodetic Survey in December 1995..
 GZ2760
 GZ2760.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2760
 GZ2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2760
 GZ2760.The geoid height was determined by GEOID03.
 GZ2760
 GZ2760;                    North         East     Units Scale Factor Converg.
 GZ2760;SPC KY1Z     - 1,101,460.700 1,485,232.123   MT  0.99996478   -0 06 07.9
 GZ2760;SPC KY1Z     - 3,613,708.98  4,872,799.06   sFT  0.99996478   -0 06 07.9
 GZ2760;SPC KY S     -   601,451.129   485,232.392   MT  0.99994654   -0 06 03.4
 GZ2760;SPC KY S     - 1,973,260.91  1,591,966.61   sFT  0.99994654   -0 06 03.4
 GZ2760;UTM  16      - 4,122,868.522   596,097.745   MT  0.99971376   +0 39 21.1
 GZ2760
 GZ2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2760!SPC KY1Z     -   0.99996221  x   0.99996478  =   0.99992699
 GZ2760!SPC KY S     -   0.99996221  x   0.99994654  =   0.99990875
 GZ2760!UTM  16      -   0.99996221  x   0.99971376  =   0.99967598
 GZ2760
 GZ2760|---------------------------------------------------------------------|
 GZ2760| PID    Reference Object                     Distance      Geod. Az  |
 GZ2760|                                                           dddmmss.s |
 GZ2760| CG8102 I65 T 28 RM 1                         9.144 METERS 11238     |
 GZ2760| CG8101 I65 T 28 AZ MK                                     1994109.0 |
 GZ2760| CG8103 I65 T 28 RM 2                        12.948 METERS 28102     |
 GZ2760|---------------------------------------------------------------------|
 GZ2760
 GZ2760                          SUPERSEDED SURVEY CONTROL
 GZ2760
 GZ2760  NAD 83(1986)-  37 14 50.67161(N)    085 54 59.25038(W) AD(       ) 2
 GZ2760  NAD 27      -  37 14 50.49441(N)    085 54 59.33864(W) AD(       ) 2
 GZ2760  NGVD 29 (07/19/86)  272.4    (m)          894.     (f) VERT ANG       
 GZ2760
 GZ2760.Superseded values are not recommended for survey control.
 GZ2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2760.See file dsdata.txt to determine how the superseded data were derived.
 GZ2760
 GZ2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9609822869(NAD 83)
 GZ2760_MARKER: DE = TRAVERSE STATION DISK
 GZ2760_SETTING: 80 = SET IN A BOULDER
 GZ2760
 GZ2760  HISTORY     - Date     Condition        Report By
 GZ2760  HISTORY     - 1964     MONUMENTED       KYHD
 GZ2760
 GZ2760                          STATION DESCRIPTION
 GZ2760
 GZ2760'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 GZ2760'STATION IS LOCATED 4.7 MILES NORTH OF HORSE CAVE, KENTUCKY AND ABOUT
 GZ2760'1.40 MILES NORTHWEST OF ROWLETTS, KENTUCKY ON THE SOUTHWEST SLOPE
 GZ2760'OF A PROMINENT KNOLL LOCALLY KNOWN AS SUMMERSEAT KNOB ON PROPERTY
 GZ2760'OWNED BY LOUIS SINKLEAR.
 GZ2760'
 GZ2760'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 335 AND
 GZ2760'U.S.HIGHWAY 31W, GO SOUTHWEST ON STATE HIGHWAY 335 FOR 0.10 MILE TO
 GZ2760'BLACKTOP ROAD RIGHT*. TURN RIGHT AND GO NORTH AND NORTHWEST FOR 0.50
 GZ2760'MILE TO Y-FORK. TAKE LEFT FORK AND CONTINUE IN WESTERLY DIRECTION
 GZ2760'FOR 1.20 MILES TO TENANT HOUSE ON LEFT AND END OF TRUCK TRAVEL. FROM
 GZ2760'THIS POINT WALK IN A NORTHERLY DIRECTION FOR ABOUT 0.25 MILE TO
 GZ2760'STATION, 25.0 FEET SOUTH OF 10 INCH CEDAR TREE, 19.0 FEET NORTH OF A
 GZ2760'20 INCH OAK TREE, 17.5 FEET NORTHWEST OF A 14 INCH OAK TREE AND
 GZ2760'SETTING IN THE CENTER OF A 9 FOOT BY 17 FOOT SAND STONE
 GZ2760'BOULDER. THE MARK PROJECTS 2.50 FEET AND IS STAMPED I65-T28 1964.
 GZ2760'
 GZ2760'R.M. 1 IS 30.00 FEET EAST OF STATION, 17.5 FEET NORTHEAST OF A 14
 GZ2760'INCH OAK TREE, 9.0 FEET NORTH OF AN 18 INCH OAK TREE AND
 GZ2760'SETTING IN THE CENTER OF A 3 BY 6 FOOT BOULDER. THE MARK PROJECTS 3
 GZ2760'FEET AND IS STAMPED I65-T28 NO. 1 1964.
 GZ2760'
 GZ2760'R.M. 2 IS 42.48 FEET WEST OF STATION, 43.0 FEET SOUTH OF AN 18 INCH
 GZ2760'OAK TREE, 28.0 FEET WEST OF A 24 INCH OAK TREE, 5.0 FEET
 GZ2760'NORTHEAST OF AN 18 INCH OAK TREE, 1.5 FEET EAST OF NORTH-SOUTH FENCE
 GZ2760'AND SETTING IN A TRIANGULAR SHAPED SAND STONE BOULDER. THE MARK IS
 GZ2760'STAMPED I65-T28 NO. 2 1964.
 GZ2760'
 GZ2760'AZIMUTH MARK IS 1.10 MILES SOUTHWEST OF STATION, 30.5 FEET NORTHWEST
 GZ2760'OF CENTER OF GATE, 35.5 FEET SOUTH OF ROAD AND DRIVE
 GZ2760'INTERSECTION, 13.5 FEET WEST OF CENTER OF DRIVE AND 1.2 FEET EAST OF
 GZ2760'METAL WITNESS POST AND SIGN. THE MARK IS STAMPED I65-T28 1964.
 GZ2760'
 GZ2760'*TO REACH THE STATION FROM THIS POINT CONTINUE STRAIGHT AHEAD ON
 GZ2760'STATE HIGHWAY 335 FOR 1.30 MILE TO SIDE ROAD RIGHT.  TURN RIGHT
 GZ2760'AND GO WEST TO PRIVATE DRIVE AND STATION ON LEFT.
 GZ2760'
 GZ2760'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2760'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 GZ2760'DESCRIBED.
 GZ2760'
 GZ2760'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2761 ***********************************************************************
 GZ2761  DESIGNATION -  I65 T 29
 GZ2761  PID         -  GZ2761
 GZ2761  STATE/COUNTY-  KY/HART
 GZ2761  USGS QUAD   -  HORSE CAVE (1966)
 GZ2761
 GZ2761                         *CURRENT SURVEY CONTROL
 GZ2761  ___________________________________________________________________
 GZ2761* NAD 83(1993)-  37 12 51.11288(N)    085 54 11.66932(W)     ADJUSTED  
 GZ2761* NAVD 88     -       295.9    (meters)     971.     (feet)  VERTCON   
 GZ2761  ___________________________________________________________________
 GZ2761  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 GZ2761  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GZ2761
 GZ2761  HORZ ORDER  -  SECOND
 GZ2761
 GZ2761.The horizontal coordinates were established by classical geodetic methods
 GZ2761.and adjusted by the National Geodetic Survey in December 1995..
 GZ2761
 GZ2761.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2761
 GZ2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2761
 GZ2761.The geoid height was determined by GEOID03.
 GZ2761
 GZ2761;                    North         East     Units Scale Factor Converg.
 GZ2761;SPC KY1Z     - 1,097,773.319 1,486,398.474   MT  0.99997126   -0 05 38.7
 GZ2761;SPC KY1Z     - 3,601,611.30  4,876,625.66   sFT  0.99997126   -0 05 38.7
 GZ2761;SPC KY S     -   597,763.850   486,398.796   MT  0.99994758   -0 05 34.6
 GZ2761;SPC KY S     - 1,961,163.56  1,595,793.38   sFT  0.99994758   -0 05 34.6
 GZ2761;UTM  16      - 4,119,197.818   597,312.454   MT  0.99971665   +0 39 48.1
 GZ2761
 GZ2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2761!SPC KY1Z     -   0.99995849  x   0.99997126  =   0.99992975
 GZ2761!SPC KY S     -   0.99995849  x   0.99994758  =   0.99990607
 GZ2761!UTM  16      -   0.99995849  x   0.99971665  =   0.99967515
 GZ2761
 GZ2761|---------------------------------------------------------------------|
 GZ2761| PID    Reference Object                     Distance      Geod. Az  |
 GZ2761|                                                           dddmmss.s |
 GZ2761| CG8104 I65 T 29 RM 1                        26.207 METERS 00816     |
 GZ2761| CG8105 I65 T 29 RM 2                        13.573 METERS 17925     |
 GZ2761| GZ2760 I65 T 28                            APPROX. 3.9 KM 3422111.6 |
 GZ2761|---------------------------------------------------------------------|
 GZ2761
 GZ2761                          SUPERSEDED SURVEY CONTROL
 GZ2761
 GZ2761  NAD 83(1986)-  37 12 51.12197(N)    085 54 11.67666(W) AD(       ) 2
 GZ2761  NAD 27      -  37 12 50.94242(N)    085 54 11.76690(W) AD(       ) 2
 GZ2761  NGVD 29 (07/19/86)  296.0    (m)          971.     (f) VERT ANG       
 GZ2761
 GZ2761.Superseded values are not recommended for survey control.
 GZ2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2761.See file dsdata.txt to determine how the superseded data were derived.
 GZ2761
 GZ2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9731219198(NAD 83)
 GZ2761_MARKER: DE = TRAVERSE STATION DISK
 GZ2761_SETTING: 0 = UNSPECIFIED SETTING
 GZ2761
 GZ2761  HISTORY     - Date     Condition        Report By
 GZ2761  HISTORY     - 1964     MONUMENTED       KYHD
 GZ2761
 GZ2761                          STATION DESCRIPTION
 GZ2761
 GZ2761'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 GZ2761'THE STATION IS LOCATED 2.25 MILES NORTH OF HORSE CAVE, KENTUCKY, 2.00
 GZ2761'MILES SOUTH OF ROWLETTS ON PROPERTY OWNED BY EARL MARTIN.
 GZ2761'
 GZ2761'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 335 AND U.S.
 GZ2761'31W IN HORSE CAVE, GO NORTHEAST FOR 0.80 MILE TO GRAVEL ROAD LEFT.
 GZ2761'TURN LEFT AND GO WEST FOR 0.10 MILE TO ROAD RIGHT. TURN RIGHT AND GO
 GZ2761'NORTH FOR 0.45 MILE TO END OF TWO WHEEL VEHICULAR DRIVE. (THIS
 GZ2761'ROAD CAN BE TRAVELED BY FOUR WHEEL DRIVE VEHICLE ONLY). CONTINUE
 GZ2761'NORTH FOR 0.80 MILE TO DIM ROAD RIGHT. TURN RIGHT AND GO
 GZ2761'NORTH-NORTHEAST FOR 0.70 MILE TO A POINT WHERE A POWER TRANSMISSION
 GZ2761'LINE CROSSES ROAD. TURN LEFT AND GO NORTH ALONG TRANSMISSION LINE
 GZ2761'FOR 0.30 MILE TO TOP OF HILL AND STATION, ABOUT 150 FEET WEST OF
 GZ2761'CENTER OF TRANSMISSION LINE, 164.5 FEET NORTHWEST OF POWER POLE, 89.0
 GZ2761'FEET SOUTH OF A 24 INCH MAPLE TREE AND 1.2 FEET SOUTHEAST OF METAL
 GZ2761'WITNESS POST AND SIGN. MARK IS SET FLUSH WITH THE GROUND AND IS
 GZ2761'STAMPED I65-T29 1964.
 GZ2761'
 GZ2761'R.M. NO. 1 IS 85.98 FEET NORTH OF STATION, 19.0 FEET EAST OF 24 INCH
 GZ2761'MAPLE TREE AND 13.0 FEET WEST OF 8 INCH WALNUT TREE. THE MARK
 GZ2761'PROJECTS 3 INCHES AND STAMPED I65-T29 R. M. 1 1964.
 GZ2761'
 GZ2761'R.M. NO. 2 IS 44.53 FEET SOUTH OF STATION SETTING IN A BRUSH LINE AND
 GZ2761'25.0 FEET WEST OF CENTER OF DIM WOODS ROAD.
 GZ2761'
 GZ2761'(NOTE) NO AZIMUTH MARK WAS SET AT THIS STATION DUE TO SHORTSIGHTS AND
 GZ2761'HEAVY WOODS.
 GZ2761'
 GZ2761'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 GZ2761'HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED
 GZ2761'
 GZ2761'HEIGHT OF LIGHT ABOVE STATION MARK 15.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2746 ***********************************************************************
 GZ2746  DESIGNATION -  I65 T 30
 GZ2746  PID         -  GZ2746
 GZ2746  STATE/COUNTY-  KY/HART
 GZ2746  USGS QUAD   -  PARK (1954)
 GZ2746
 GZ2746                         *CURRENT SURVEY CONTROL
 GZ2746  ___________________________________________________________________
 GZ2746* NAD 83(1993)-  37 13 15.40828(N)    085 52 18.16353(W)     ADJUSTED  
 GZ2746* NAVD 88     -       205.0    (meters)     673.     (feet)  VERTCON   
 GZ2746  ___________________________________________________________________
 GZ2746  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 GZ2746  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GZ2746
 GZ2746  HORZ ORDER  -  SECOND
 GZ2746
 GZ2746.The horizontal coordinates were established by classical geodetic methods
 GZ2746.and adjusted by the National Geodetic Survey in December 1995..
 GZ2746
 GZ2746.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2746
 GZ2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2746
 GZ2746.The geoid height was determined by GEOID03.
 GZ2746
 GZ2746;                    North         East     Units Scale Factor Converg.
 GZ2746;SPC KY1Z     - 1,098,518.159 1,489,197.959   MT  0.99996991   -0 04 29.0
 GZ2746;SPC KY1Z     - 3,604,054.99  4,885,810.30   sFT  0.99996991   -0 04 29.0
 GZ2746;SPC KY S     -   598,508.723   489,198.203   MT  0.99994734   -0 04 25.7
 GZ2746;SPC KY S     - 1,963,607.37  1,604,977.77   sFT  0.99994734   -0 04 25.7
 GZ2746;UTM  16      - 4,119,979.400   600,101.150   MT  0.99972343   +0 40 57.2
 GZ2746
 GZ2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2746!SPC KY1Z     -   0.99997276  x   0.99996991  =   0.99994267
 GZ2746!SPC KY S     -   0.99997276  x   0.99994734  =   0.99992011
 GZ2746!UTM  16      -   0.99997276  x   0.99972343  =   0.99969620
 GZ2746
 GZ2746|---------------------------------------------------------------------|
 GZ2746| PID    Reference Object                     Distance      Geod. Az  |
 GZ2746|                                                           dddmmss.s |
 GZ2746| CG8107 I65 T 30 RM 2                        37.048 METERS 08059     |
 GZ2746| GZ1939 F 343                                              2610502.5 |
 GZ2746| CG8106 I65 T 30 RM 1                        23.550 METERS 33019     |
 GZ2746|---------------------------------------------------------------------|
 GZ2746
 GZ2746                          SUPERSEDED SURVEY CONTROL
 GZ2746
 GZ2746  NAD 83(1986)-  37 13 15.41672(N)    085 52 18.17079(W) AD(       ) 2
 GZ2746  NAD 27      -  37 13 15.23140(N)    085 52 18.26510(W) AD(       ) 2
 GZ2746  NGVD 29 (07/19/86)  205.1    (m)          673.     (f) VERT ANG       
 GZ2746
 GZ2746.Superseded values are not recommended for survey control.
 GZ2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2746.See file dsdata.txt to determine how the superseded data were derived.
 GZ2746
 GZ2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0010119979(NAD 83)
 GZ2746_MARKER: DD = SURVEY DISK
 GZ2746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2746
 GZ2746  HISTORY     - Date     Condition        Report By
 GZ2746  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2746
 GZ2746                          STATION DESCRIPTION
 GZ2746
 GZ2746'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959 (EB)
 GZ2746'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE VILLAGE OF
 GZ2746'ROWLETTS, 0.02 MILE EAST OF U. S. HIGHWAY 31-W AND ON LAND OWNED BY
 GZ2746'LEVI A. CARTMILL.
 GZ2746'
 GZ2746'TO REACH THE STATION FROM THE ROWLETTS POST OFFICE, GO EAST FOR 0.05
 GZ2746'MILE TO U. S. HIGHWAY 31-W, (CROSS THE TRACKS OF THE L AND N
 GZ2746'RAILROAD), TURN LEFT (SOUTH) ON U.S. HIGHWAY 31W AND GO 1.75 MILES TO
 GZ2746'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED. CONTINUE SOUTH FOR
 GZ2746'0.15 MILE TO A SIDE ROAD ON THE LEFT. TURN LEFT AND GO 0.2 MILE TO
 GZ2746'THE STATION ON THE RIGHT IN PASTURE LAND AS DESCRIBED.
 GZ2746'
 GZ2746'THE STATION IS ABOUT 100 YARDS SOUTHWEST OF THE CARTMILL FARM HOUSE
 GZ2746'AND 71.0 FEET SOUTH OF AN EAST-WEST FENCE LINE. THE SURFACE MARK IS
 GZ2746'FLUSH WITH THE GROUND (SAME ELEVATION AS HUB NO. 2). DISK IS SET IN A
 GZ2746'10-INCH SQUARE CONCRETE MONUMENT.
 GZ2746'
 GZ2746'THE UNDERGROUND MARK IS 3-1/2 FEET BELOW SURFACE OF THE GROUND. THE
 GZ2746'UNDERGROUND DISK IS ALSO STAMPED T30-I65-1959.
 GZ2746'
 GZ2746'REFERENCE MARK NO. 2 IS SET IN A DRILLED HOLE IN OUT-CROPPING
 GZ2746'LIMESTONE. THE STONE IS ABOUT 4 FEET BY 3 FEET, FLAT ON TOP AND
 GZ2746'PROJECTS ABOUT 5 INCHES ON THE WESTERN EDGE. THE DISK IS STAMPED
 GZ2746'T30-I65-1959.
 GZ2746'
 GZ2746'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GZ2746'FARM ROAD, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE. THE MARK
 GZ2746'IS A 10-INCH SQUARE CONCRETE MARKER FLUSH WITH THE GROUND AND DISK IS
 GZ2746'STAMPED T30-I65-1959.
 GZ2746'
 GZ2746'THE AZIMUTH MARK (F343, 1953, U.S.C. AND G.S.) IS 0.2 MILE W OF THE
 GZ2746'STATION, 1.75 MILES SOUTH SOUTHEAST OF THE VILLAGE OF ROWLETTS. THE
 GZ2746'MARK IS SET IN A DRILLED HOLE IN A CONCRETE BRIDGE ABUTMENT OF U. S.
 GZ2746'HIGHWAY 31-W.IT IS ABOUT 80 FEET EAST OF THE L AND N RAILROAD AND
 GZ2746'20.5 FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 31-W. THE
 GZ2746'DISK IS A STANDARD U.S.C. AND G. S. BENCH MARK BRONZE DISK AND IS
 GZ2746'STAMPED F 343-1953, AND IS SAME ELEVATION AS THE HIGHWAY.
 GZ2746'
 GZ2746'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 GZ2746'HWYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GZ2746'
 GZ2746'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2762 ***********************************************************************
 GZ2762  DESIGNATION -  I65 T 31
 GZ2762  PID         -  GZ2762
 GZ2762  STATE/COUNTY-  KY/HART
 GZ2762  USGS QUAD   -  HORSE CAVE (1966)
 GZ2762
 GZ2762                         *CURRENT SURVEY CONTROL
 GZ2762  ___________________________________________________________________
 GZ2762* NAD 83(1993)-  37 13 39.04172(N)    085 53 44.85372(W)     ADJUSTED  
 GZ2762* NAVD 88     -       222.4    (meters)     730.     (feet)  VERTCON   
 GZ2762  ___________________________________________________________________
 GZ2762  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GZ2762  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GZ2762
 GZ2762  HORZ ORDER  -  SECOND
 GZ2762
 GZ2762.The horizontal coordinates were established by classical geodetic methods
 GZ2762.and adjusted by the National Geodetic Survey in December 1995..
 GZ2762
 GZ2762.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2762
 GZ2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2762
 GZ2762.The geoid height was determined by GEOID03.
 GZ2762
 GZ2762;                    North         East     Units Scale Factor Converg.
 GZ2762;SPC KY1Z     - 1,099,249.777 1,487,061.927   MT  0.99996862   -0 05 22.2
 GZ2762;SPC KY1Z     - 3,606,455.31  4,878,802.34   sFT  0.99996862   -0 05 22.2
 GZ2762;SPC KY S     -   599,240.288   487,062.205   MT  0.99994713   -0 05 18.3
 GZ2762;SPC KY S     - 1,966,007.51  1,597,969.92   sFT  0.99994713   -0 05 18.3
 GZ2762;UTM  16      - 4,120,682.543   597,956.165   MT  0.99971820   +0 40 05.1
 GZ2762
 GZ2762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2762!SPC KY1Z     -   0.99997003  x   0.99996862  =   0.99993865
 GZ2762!SPC KY S     -   0.99997003  x   0.99994713  =   0.99991716
 GZ2762!UTM  16      -   0.99997003  x   0.99971820  =   0.99968824
 GZ2762
 GZ2762:                Primary Azimuth Mark                     Grid Az
 GZ2762:SPC KY1Z     -  E 343                                    030 39 33.8
 GZ2762:SPC KY S     -  E 343                                    030 39 29.9
 GZ2762:UTM  16      -  E 343                                    029 54 06.5
 GZ2762
 GZ2762|---------------------------------------------------------------------|
 GZ2762| PID    Reference Object                     Distance      Geod. Az  |
 GZ2762|                                                           dddmmss.s |
 GZ2762| GZ2548 E 343                                              0303411.6 |
 GZ2762| CG8108 I65 T 31 RM 1                         9.623 METERS 20205     |
 GZ2762| CG8109 I65 T 31 RM 2                        14.337 METERS 28703     |
 GZ2762|---------------------------------------------------------------------|
 GZ2762
 GZ2762                          SUPERSEDED SURVEY CONTROL
 GZ2762
 GZ2762  NAD 83(1986)-  37 13 39.04975(N)    085 53 44.86131(W) AD(       ) 2
 GZ2762  NAD 27      -  37 13 38.86400(N)    085 53 44.95440(W) AD(       ) 2
 GZ2762  NGVD 29 (07/19/86)  222.5    (m)          730.     (f) VERT ANG       
 GZ2762
 GZ2762.Superseded values are not recommended for survey control.
 GZ2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2762.See file dsdata.txt to determine how the superseded data were derived.
 GZ2762
 GZ2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9795620683(NAD 83)
 GZ2762_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ2762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2762
 GZ2762  HISTORY     - Date     Condition        Report By
 GZ2762  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2762
 GZ2762                          STATION DESCRIPTION
 GZ2762
 GZ2762'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959 (EB)
 GZ2762'THE STATION IS LOCATED 0.85 MILE SOUTHWEST OF THE SMALL VILLAGE OF
 GZ2762'ROWLETTS, KENTUCKY. IT IS ON LAND OWNED BY MR. W. H.  LANE, AND IT IS
 GZ2762'0.6 MILE SOUTH OF THE LANE FARM HOUSE.
 GZ2762'
 GZ2762'TO REACH THE STATION FROM THE ROWLETTS POST OFFICE, GO WEST FOR 0.05
 GZ2762'MILE TO A T ROAD, TURN LEFT AND GO 0.2 MILE TO THE LANE FARM HOUSE
 GZ2762'ON THE RIGHT, CONTINUE ON FARM ROAD TO THE SOUTH OF HOUSE FOR 0.05
 GZ2762'MILE TO A GATE BETWEEN TWO FARM BUILDINGS. PASS THROUGH GATE
 GZ2762'AND GO SOUTH ACROSS PASTURE LAND FOR 0.6 MILE TO AN EAST-WEST FENCE
 GZ2762'LINE NEAR EDGE OF TIMBER LAND, AND END OF TRUCK TRAVEL. THE
 GZ2762'STATION IS SOUTH OF THIS EAST-WEST FENCE LINE AS DESCRIBED.
 GZ2762'
 GZ2762'THE STATION IS 59 FEET SOUTHEAST OF A NORTH-WEST FENCE CORNER, 47
 GZ2762'FEET SOUTH OF THE EAST-WEST FENCE LINE, 25 FEET EAST OF A
 GZ2762'NORTH-SOUTH FENCE LINE THAT IS THE EAST EDGE OF THE TIMBER LINE. THE
 GZ2762'MARK IS A 10-INCH SQUARE CONCRETE MONUMENT, AND IS FLUSH WITH THE
 GZ2762'GROUND. THE DISK IS STAMPED T31-I65-1959.
 GZ2762'
 GZ2762'AN UNDERGROUND MARK WAS NOT SET AT THIS STATION. SOLID LIMESTONE ROCK
 GZ2762'2 FEET BELOW SURFACE OF THE GROUND.
 GZ2762'
 GZ2762'REFERENCE MARK NO 1 IS SET IN A DRILLED HOLE IN OUT CROPPING
 GZ2762'LIMESTONE. THE STONE IS ABOUT 6 FEET BY 8 FEET IN SIZE AND PROJECTS
 GZ2762'2 INCHES. IT IS 5 FEET EAST OF A NORTH-SOUTH FENCE LINE ON THE EDGE
 GZ2762'OF TIMBER. THE DISK IS STAMPED T31-I65 NO. 1 1959.
 GZ2762'
 GZ2762'REFERENCE MARK NO. 2 IS SET IN A DRILLED HOLE IN OUTCROPPING
 GZ2762'LIMESTONE. THE SIZE OF THE STONE COULD NOT BE DETERMINED.  IT IS 19
 GZ2762'FEET WEST OF THE NORTH-SOUTH FENCE LINE. THE DISK IS STAMPED T31-I65
 GZ2762'NO. 2-1959.
 GZ2762'
 GZ2762'BENCH MARK E343 1953 WAS OBSERVED AS THE AZIMUTH FOR STATION T-31.
 GZ2762'THE BENCH MARK IS 42.2 FEET WEST OF THE NORTHWEST CORNER OF A
 GZ2762'CONCRETE BLOCK PUMP STATION OF THE BLUE FLAME GAS COMPANY, 27.7 FEET
 GZ2762'EAST OF THE EAST RAIL OF THE LOUISVILLE NASHVILLE RAILROAD TRACKS,
 GZ2762'13.2 FEET WEST OF THE WEST RAIL OF A SHORT SPUR LINE TO THE GAS
 GZ2762'COMPANY, AND 4 FEET SOUTHEAST OF A TELEPHONE POLE. THE 10-INCH ROUND
 GZ2762'CONCRETE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 GZ2762'E343-1953.
 GZ2762'
 GZ2762'TO REACH THE BENCH MARK E343 1953 (AZIMUTH MARK) FROM ROWLETTS POST
 GZ2762'OFFICE, GO EAST FOR 0.05 MILE (CROSSING L AND N RAILROAD TRACKS)
 GZ2762'TO U. S. HIGHWAY 31-W. TURN RIGHT (SOUTH) AND GO 0.45 MILE TO THE
 GZ2762'BLUE FLAME GAS COMPANY ON THE RIGHT.  TURN RIGHT INTO DRIVEWAY AND GO
 GZ2762'WEST ABOUT 300 FEET TO THE LOUISVILLE-NASHVILLE RAILROAD TRACKS AND
 GZ2762'MARK AS DESCRIBED.  THE BENCH MARK (E 343 1953) IS 0.55 MILE
 GZ2762'NORTHEAST OF THE STATION.
 GZ2762'
 GZ2762'SURFACE AND REFERENCE MARKS ARE KENTUCKY DEPATMENT OF HIGHWAYS SURVEY
 GZ2762'TABLETS SET IN CONCRETE AS DESCRIBED.
 GZ2762'
 GZ2762'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2768 ***********************************************************************
 GZ2768  DESIGNATION -  I65 T 32
 GZ2768  PID         -  GZ2768
 GZ2768  STATE/COUNTY-  KY/HART
 GZ2768  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ2768
 GZ2768                         *CURRENT SURVEY CONTROL
 GZ2768  ___________________________________________________________________
 GZ2768* NAD 83(1993)-  37 16 40.49758(N)    085 55 54.60963(W)     ADJUSTED  
 GZ2768* NAVD 88     -       274.8    (meters)     902.     (feet)  VERTCON   
 GZ2768  ___________________________________________________________________
 GZ2768  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 GZ2768  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GZ2768
 GZ2768  HORZ ORDER  -  SECOND
 GZ2768
 GZ2768.The horizontal coordinates were established by classical geodetic methods
 GZ2768.and adjusted by the National Geodetic Survey in December 1995..
 GZ2768
 GZ2768.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2768
 GZ2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2768
 GZ2768.The geoid height was determined by GEOID03.
 GZ2768
 GZ2768;                    North         East     Units Scale Factor Converg.
 GZ2768;SPC KY1Z     - 1,104,849.180 1,483,874.240   MT  0.99995912   -0 06 41.9
 GZ2768;SPC KY1Z     - 3,624,826.02  4,868,344.07   sFT  0.99995912   -0 06 41.9
 GZ2768;SPC KY S     -   604,839.525   483,874.454   MT  0.99994588   -0 06 37.0
 GZ2768;SPC KY S     - 1,984,377.67  1,587,511.44   sFT  0.99994588   -0 06 37.0
 GZ2768;UTM  16      - 4,126,237.892   594,695.484   MT  0.99971046   +0 38 49.3
 GZ2768
 GZ2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2768!SPC KY1Z     -   0.99996183  x   0.99995912  =   0.99992095
 GZ2768!SPC KY S     -   0.99996183  x   0.99994588  =   0.99990771
 GZ2768!UTM  16      -   0.99996183  x   0.99971046  =   0.99967230
 GZ2768
 GZ2768|---------------------------------------------------------------------|
 GZ2768| PID    Reference Object                     Distance      Geod. Az  |
 GZ2768|                                                           dddmmss.s |
 GZ2768| CG8111 I65 T 32 RM 1                        19.889 METERS 00610     |
 GZ2768| CG8112 I65 T 32 RM 2                        14.143 METERS 27012     |
 GZ2768| CG8110 I65 T 32 AZ MK                                     3393500.7 |
 GZ2768|---------------------------------------------------------------------|
 GZ2768
 GZ2768                          SUPERSEDED SURVEY CONTROL
 GZ2768
 GZ2768  NAD 83(1986)-  37 16 40.50557(N)    085 55 54.61892(W) AD(       ) 2
 GZ2768  NAD 27      -  37 16 40.30970(N)    085 55 54.70760(W) AD(       ) 2
 GZ2768  NGVD 29 (07/19/86)  274.9    (m)          902.     (f) VERT ANG       
 GZ2768
 GZ2768.Superseded values are not recommended for survey control.
 GZ2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2768.See file dsdata.txt to determine how the superseded data were derived.
 GZ2768
 GZ2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9469526238(NAD 83)
 GZ2768_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ2768_SETTING: 0 = UNSPECIFIED SETTING
 GZ2768
 GZ2768  HISTORY     - Date     Condition        Report By
 GZ2768  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2768
 GZ2768                          STATION DESCRIPTION
 GZ2768
 GZ2768'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959 (EB)
 GZ2768'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF MUNFORDVILLE ON
 GZ2768'HIGH RIDGE AND CULTIVATED FIELD. IT IS ON LAND OWNED BY
 GZ2768'LAWRENCE BRENT AND 0.1 MILE NORTH OF THE BRENT FARM HOUSE.
 GZ2768'
 GZ2768'TO REACH THE STATION FROM THE HART COUNTY COURTHOUSE IN MUNFORDVILLE
 GZ2768'GO NORTH ON U. S. HIGHWAY 31-W FOR 0.05 MILE TO THE JUNCTION OF
 GZ2768'STATE HIGHWAY 88. TURN LEFT ON ROUTE 88 AND GO WEST AND NORTHWEST FOR
 GZ2768'0.65 MILE TO THE MUNFORDVILLE RAILROAD STATION ON THE LEFT.
 GZ2768'CROSS RAILROAD TRACKS AND CONTINUE ON HIGHWAY 88 FOR 2.0 MILES TO THE
 GZ2768'SUMMIT OF RIDGE AND A GRAVELED ROAD ON THE LEFT. *TURN SHARP LEFT
 GZ2768'AND GO 0.2 MILE TO A DRIVEWAY ON THE LEFT (MAIN ROAD TURNS TO THE
 GZ2768'RIGHT).  TURN INTO DRIVEWAY AND GO ABOUT 200 FEET TO AN OLD ONE-STORY
 GZ2768'STONE HOUSE AND END OF TRUCK TRAVEL. WALK ACROSS CULTIVATED FIELD IN
 GZ2768'A NORTHEASTERLY DIRECTION FOR ABOUT 400 FEET TO STATION AS DESCRIBED.
 GZ2768'
 GZ2768'THE STATION IS 83.3 FEET WEST OF A TELEPHONE POLE, WHICH IS ON THE
 GZ2768'WEST ROAD BANK OF STATE HIGHWAY 88, 55.7 FEET SOUTHWEST OF A
 GZ2768'POWER POLE, AND 39 FEET SOUTH OF THE LAWRENCE BRENT AND MRS. JOHNEY
 GZ2768'CAVE PROPERTY LINE. THE SURFACE STATION MARK IS 10 INCHES BELOW
 GZ2768'GROUND LEVEL (HUB NO.1 WAS FLUSH WITH THE GROUND), AND THE
 GZ2768'UNDERGROUND MARK IS 3.5 FEET BELOW GROUND LEVEL. THE SURFACE AND
 GZ2768'UNDERGROUND DISKS ARE STAMPED T32-I65-1959.
 GZ2768'
 GZ2768'REFERENCE MARK NO. 1 IS ON THE BRENT-CAVE PROPERTY LINE, 56 FEET WEST
 GZ2768'OF THE WEST ROAD BANK OF STATE HIGHWAY 88 AND 11 FEET EAST OF A
 GZ2768'POWER POLE. THE MARK IS A 12-INCH SQUARE CONCRETE MARKER FLUSH WITH
 GZ2768'THE GROUND. THE DISK IS STAMPED T32-I65 NO. 1 1959.
 GZ2768'
 GZ2768'REFERENCE MARK NO. 2 IS ON THE BRENT-CAVE PROPERTY LINE. THE MARK IS
 GZ2768'A 12-INCH SQUARE CONCRETE MARKER FLUSH WITH THE GROUND. THE DISK
 GZ2768'IS STAMPED T32-I65 NO. 2 1959.
 GZ2768'
 GZ2768'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 31.4 FEET WEST OF
 GZ2768'APPROXIMATE CENTERLINE OF STATE HIGHWAY 88, 24 FEET NORTH OF A FARM
 GZ2768'DRIVEWAY, 8 FEET SOUTHWEST OF A LONE 13-INCH ASH TREE, 3.5 FEET
 GZ2768'NORTHEAST OF AN IRON WITNESS POST. THE MARK IS FLUSH WITH THE
 GZ2768'GROUND AND THE DISK IS STAMPED T32-I65-1959. THE MARK IS A 12-INCH
 GZ2768'SQUARE CONCRETE MARKER.  TO REACH THE AZIMUTH MARK FROM THE
 GZ2768'GRAVELED ROAD LEFT, CONTINUE ON STATE HIGHWAY 88 FOR 0.15 MILE TO THE
 GZ2768'AZIMUTH MARK ON THE LEFT AS DESCRIED.
 GZ2768'
 GZ2768'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE KENTUCKY
 GZ2768'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 GZ2768'DESCRIBED.
 GZ2768'
 GZ2768'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2233 ***********************************************************************
 GZ2233  DESIGNATION -  I65 T 33
 GZ2233  PID         -  GZ2233
 GZ2233  STATE/COUNTY-  KY/HART
 GZ2233  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ2233
 GZ2233                         *CURRENT SURVEY CONTROL
 GZ2233  ___________________________________________________________________
 GZ2233* NAD 83(1993)-  37 16 29.44225(N)    085 55 00.22846(W)     ADJUSTED  
 GZ2233* NAVD 88     -       208.925  (meters)     685.45   (feet)  ADJUSTED  
 GZ2233  ___________________________________________________________________
 GZ2233  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 GZ2233  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GZ2233  DYNAMIC HT  -         208.765 (meters)     684.92  (feet)  COMP
 GZ2233  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 GZ2233
 GZ2233  HORZ ORDER  -  SECOND
 GZ2233  VERT ORDER  -  SECOND    CLASS 0
 GZ2233
 GZ2233.The horizontal coordinates were established by classical geodetic methods
 GZ2233.and adjusted by the National Geodetic Survey in December 1995..
 GZ2233
 GZ2233.The orthometric height was determined by differential leveling
 GZ2233.and adjusted by the National Geodetic Survey in June 1991..
 GZ2233
 GZ2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2233
 GZ2233.The geoid height was determined by GEOID03.
 GZ2233
 GZ2233.The dynamic height is computed by dividing the NAVD 88
 GZ2233.geopotential number by the normal gravity value computed on the
 GZ2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2233.degrees latitude (g = 980.6199 gals.).
 GZ2233
 GZ2233.The modeled gravity was interpolated from observed gravity values.
 GZ2233
 GZ2233;                    North         East     Units Scale Factor Converg.
 GZ2233;SPC KY1Z     - 1,104,505.873 1,485,213.265   MT  0.99995968   -0 06 08.5
 GZ2233;SPC KY1Z     - 3,623,699.69  4,872,737.19   sFT  0.99995968   -0 06 08.5
 GZ2233;SPC KY S     -   604,496.253   485,213.468   MT  0.99994593   -0 06 04.0
 GZ2233;SPC KY S     - 1,983,251.46  1,591,904.52   sFT  0.99994593   -0 06 04.0
 GZ2233;UTM  16      - 4,125,912.423   596,038.603   MT  0.99971362   +0 39 22.0
 GZ2233
 GZ2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2233!SPC KY1Z     -   0.99997216  x   0.99995968  =   0.99993184
 GZ2233!SPC KY S     -   0.99997216  x   0.99994593  =   0.99991809
 GZ2233!UTM  16      -   0.99997216  x   0.99971362  =   0.99968579
 GZ2233
 GZ2233:                Primary Azimuth Mark                     Grid Az
 GZ2233:SPC KY1Z     -  I65 T 33 AZ MK                           010 00 43.4
 GZ2233:SPC KY S     -  I65 T 33 AZ MK                           010 00 38.9
 GZ2233:UTM  16      -  I65 T 33 AZ MK                           009 15 12.9
 GZ2233
 GZ2233|---------------------------------------------------------------------|
 GZ2233| PID    Reference Object                     Distance      Geod. Az  |
 GZ2233|                                                           dddmmss.s |
 GZ2233| CG8113 I65 T 33 AZ MK                                     0095434.9 |
 GZ2233| GZ2234 I65 T 33 RM 1                        16.894 METERS 09236     |
 GZ2233| GZ2235 I65 T 33 RM 2                        14.512 METERS 17736     |
 GZ2233|---------------------------------------------------------------------|
 GZ2233
 GZ2233                          SUPERSEDED SURVEY CONTROL
 GZ2233
 GZ2233  NAD 83(1986)-  37 16 29.45022(N)    085 55 00.23730(W) AD(       ) 2
 GZ2233  NAD 27      -  37 16 29.25580(N)    085 55 00.32800(W) AD(       ) 2
 GZ2233  NGVD 29 (??/??/92)  209.048  (m)          685.85   (f) ADJ UNCH    2 0
 GZ2233
 GZ2233.Superseded values are not recommended for survey control.
 GZ2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2233.See file dsdata.txt to determine how the superseded data were derived.
 GZ2233
 GZ2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9603925912(NAD 83)
 GZ2233_MARKER: DD = SURVEY DISK
 GZ2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2233_STAMPING: I65-T33-1959
 GZ2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2233+STABILITY: SURFACE MOTION
 GZ2233
 GZ2233  HISTORY     - Date     Condition        Report By
 GZ2233  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2233  HISTORY     - 1959     GOOD             KYHD
 GZ2233  HISTORY     - 1967     MARK NOT FOUND   NGS
 GZ2233
 GZ2233                          STATION DESCRIPTION
 GZ2233
 GZ2233'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959 (EB)
 GZ2233'STATION IS LOCATED ABOUT 1.5 MILES WEST OF MUNFORDVILLE, ON EAST-WEST
 GZ2233'RIDGE ON LAND OWNED BY EMORY POORE.
 GZ2233'
 GZ2233'TO REACH THE STATION FROM THE HART COUNTY COURTHOUSE IN MUNFORDVILLE,
 GZ2233'GO NORTH ON U.S.HIGHWWAY 31-W FOR 0.05 MILE TO JUNCTION WITH
 GZ2233'STATE HIGHWAY 88. TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 88 FOR
 GZ2233'1.15 MILES TO A SIDE ROAD ON THE RIGHT (*). CONTINUE WEST ON
 GZ2233'STATE HIGHWAY 88 FOR 0.2 MILE TO THE MUNFORDVILLE SEPARATE BAPTIST
 GZ2233'CHURCH, AND STATION ON THE LEFT AS DESCRIBED.
 GZ2233'
 GZ2233'*TO REACH AZIMUTH MARK FROM THIS POINT, TURN RIGHT ONTO GRAVEL ROAD
 GZ2233'AND GO NORTH FOR 0.3 MILE TO W.L.REAMS RESIDENCE ON LEFT. TURN
 GZ2233'LEFT AND GO WEST THROUGH BARN YARD FOR ABOUT 200 FEET TO BARN AND
 GZ2233'MARK AS DESCRIBED.
 GZ2233'
 GZ2233'STATION MARK IS 225 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 GZ2233'MUNFORDVILLE SEPARATE BAPTIST CHURCH, 166 FEET SOUTH OF
 GZ2233'APPROXIMATE CENTER OF STATE HIGHWAY 88, AND ABOUT 3 FEET NORTH OF AN
 GZ2233'EAST-WEST WOODS LINE. MARK PROJECTS 1-INCH AND IS STAMPED
 GZ2233'I65-T33-1959.
 GZ2233'
 GZ2233'REFERENCE MARK 1 IS EAST OF STATION, 12 FEET NORTHEAST OF 4-INCH
 GZ2233'CEDAR TREE, 7.5 FEET NORTHWEST OF 4-INCH CEDAR TREE, AND ABOUT 1
 GZ2233'FOOT NORTH OF EAST-WEST WOODS LINE. MARK IS FLUSH WITH GROUND AND
 GZ2233'STAMPED I65-T33-RM 1-1959.
 GZ2233'
 GZ2233'REFERENCE MARK 2 IS SOUTH OF STATION, IN WOODS, ABOUT 4 FEET BELOW
 GZ2233'STATION LEVEL, 44 FEET EAST OF A TWIN WHITE OAK TREE AND 22 FEET
 GZ2233'SOUTHEAST OF A 10-INCH CEDAR TREE. MARK IS SET FLUSH WITH GROUND
 GZ2233'SURFACE, AND IS STAMPED I65-T33-RM 2-1959.
 GZ2233'
 GZ2233'AZIMUTH MARK IS ON LAND OWNED BY W.L.REAMS, 1.5 FEET SOUTH OF
 GZ2233'SOUTHWEST CORNER OF BARN. MARK PROJECTS 2 INCHES AND IS STAMPED
 GZ2233'I65-T33-1959.
 GZ2233'
 GZ2233'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE KENTUCKY
 GZ2233'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE CYLINDERS.
 GZ2233'
 GZ2233'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GZ2233
 GZ2233                          STATION RECOVERY (1959)
 GZ2233
 GZ2233'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2233'1.5 MI W FROM MUNFORDVILLE.
 GZ2233'.05 MILE NORTH ALONG U.S. HIGHWAY 31-W FROM THE HART COUNTY
 GZ2233'COURTHOUSE IN MUNFORDVILLE TO JUNCTION WITH STATE HIGHWAY 88,
 GZ2233'1.35 MILE NORTHWEST ON STATE HIGHWAY 88 TO THE MUNFORDVILLE
 GZ2233'SEPARATE BAPTIST CHURCH, 225 FEET SOUTHEAST OF SOUTHEAST CORNER
 GZ2233'OF MUNFORDVILLE SEPARATE BAPTIST CHURCH, 166 FEET SOUTH OF
 GZ2233'APPROXIMATE CENTER OF STATE HIGHWAY 88, AND 3 FEET NORTH OF AN
 GZ2233'EAST-WEST WOODS LINE, PROJECTING 1-INCH ABOVE GROUND.  STANDARD
 GZ2233'TABLET SET IN CONCRETE CYLINDER.
 GZ2233
 GZ2233                          STATION RECOVERY (1967)
 GZ2233
 GZ2233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GZ2233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2234 ***********************************************************************
 GZ2234  DESIGNATION -  I65 T 33 RM 1
 GZ2234  PID         -  GZ2234
 GZ2234  STATE/COUNTY-  KY/HART
 GZ2234  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ2234
 GZ2234                         *CURRENT SURVEY CONTROL
 GZ2234  ___________________________________________________________________
 GZ2234* NAD 83(1986)-  37 16 29.     (N)    085 55 00.     (W)     SCALED    
 GZ2234* NAVD 88     -       208.92   (+/-2cm)     685.4    (feet)  VERTCON   
 GZ2234  ___________________________________________________________________
 GZ2234  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GZ2234
 GZ2234  VERT ORDER  -  ? (See Below)
 GZ2234
 GZ2234.The horizontal coordinates were scaled from a topographic map and have
 GZ2234.an estimated accuracy of +/- 6 seconds.
 GZ2234
 GZ2234.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2234.The vertical order pertains to the NGVD 29 superseded value.
 GZ2234
 GZ2234.The geoid height was determined by GEOID03.
 GZ2234
 GZ2234;                    North         East    Units  Estimated Accuracy
 GZ2234;SPC KY1Z     - 1,104,490.    1,485,220.      MT  (+/- 180 meters Scaled)
 GZ2234
 GZ2234                          SUPERSEDED SURVEY CONTROL
 GZ2234
 GZ2234  NGVD 29 (??/??/92)  209.044  (m)          685.84   (f) ADJ UNCH    ?  
 GZ2234
 GZ2234.Superseded values are not recommended for survey control.
 GZ2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2234.See file dsdata.txt to determine how the superseded data were derived.
 GZ2234
 GZ2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG960258(NAD 83)
 GZ2234_MARKER: DD = SURVEY DISK
 GZ2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2234_STAMPING: I65-T33-RM 1-1959
 GZ2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2234+STABILITY: SURFACE MOTION
 GZ2234
 GZ2234  HISTORY     - Date     Condition        Report By
 GZ2234  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2234
 GZ2234                          STATION DESCRIPTION
 GZ2234
 GZ2234'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2234'1.5 MI W FROM MUNFORDVILLE.
 GZ2234'.05 MILE NORTH ALONG U.S. HIGHWAY 31-W FROM THE HART COUNTY
 GZ2234'COURTHOUSE IN MUNDORDVILLE TO JUNCTION WITH STATE HIGHWAY 88,
 GZ2234'1.35 MILE NORTHWEST ON STATE HIGHWAY 88 TO THE MUNFORDVILLE
 GZ2234'SEPARATE BAPTIST CHURCH, EAST OF STATION, 12 FEET NORTHEAST OF
 GZ2234'4-INCH CEDAR TREE, 7.5 FEET NORTHWEST OF 4-INCH CEDAR TREE, AND
 GZ2234'1 FOOT NORTH OF EAST-WEST WOODS LINE, FLUSH WITH GROUND.  STANDARD
 GZ2234'TABLET IN CONCRETE CYLINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2235 ***********************************************************************
 GZ2235  DESIGNATION -  I65 T 33 RM 2
 GZ2235  PID         -  GZ2235
 GZ2235  STATE/COUNTY-  KY/HART
 GZ2235  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ2235
 GZ2235                         *CURRENT SURVEY CONTROL
 GZ2235  ___________________________________________________________________
 GZ2235* NAD 83(1986)-  37 16 29.     (N)    085 55 00.     (W)     SCALED    
 GZ2235* NAVD 88     -       207.85   (+/-2cm)     681.9    (feet)  VERTCON   
 GZ2235  ___________________________________________________________________
 GZ2235  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GZ2235
 GZ2235  VERT ORDER  -  ? (See Below)
 GZ2235
 GZ2235.The horizontal coordinates were scaled from a topographic map and have
 GZ2235.an estimated accuracy of +/- 6 seconds.
 GZ2235
 GZ2235.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2235.The vertical order pertains to the NGVD 29 superseded value.
 GZ2235
 GZ2235.The geoid height was determined by GEOID03.
 GZ2235
 GZ2235;                    North         East    Units  Estimated Accuracy
 GZ2235;SPC KY1Z     - 1,104,490.    1,485,220.      MT  (+/- 180 meters Scaled)
 GZ2235
 GZ2235                          SUPERSEDED SURVEY CONTROL
 GZ2235
 GZ2235  NGVD 29 (??/??/92)  207.975  (m)          682.33   (f) ADJ UNCH    ?  
 GZ2235
 GZ2235.Superseded values are not recommended for survey control.
 GZ2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2235.See file dsdata.txt to determine how the superseded data were derived.
 GZ2235
 GZ2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG960258(NAD 83)
 GZ2235_MARKER: DD = SURVEY DISK
 GZ2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2235_STAMPING: I65-T33-RM 2-1959
 GZ2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2235+STABILITY: SURFACE MOTION
 GZ2235
 GZ2235  HISTORY     - Date     Condition        Report By
 GZ2235  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2235
 GZ2235                          STATION DESCRIPTION
 GZ2235
 GZ2235'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2235'1.5 MI W FROM MUNFORDVILLE.
 GZ2235'.05 MILE NORTH ALONG U.S. HIGHWAY 31-W FROM THE HART COUNTY
 GZ2235'COURTHOUSE IN MUNFORDVILLE TO JUNCTION WITH STATE HIGHWAY 88,
 GZ2235'1.35 MILES NORTHWEST ON STATE HIGHWAY 88 TO THE MUNFORDVILLE
 GZ2235'SEPARATE BAPTIST CHURCH, SOUTH OF STATION, IN WOODS, 4 FEET
 GZ2235'BELOW STATION LEVEL, 44 FEET EAST OF A TWIN WHITE OAK TREE
 GZ2235'AND 22 FEET SOUTHEAST OF A 10-INCH CEDAR TREE, SET FLUSH WITH
 GZ2235'GROUND SURFACE.  STANDARD TABLET IN CONCRETE CYLINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2769 ***********************************************************************
 GZ2769  DESIGNATION -  I65 T 34
 GZ2769  PID         -  GZ2769
 GZ2769  STATE/COUNTY-  KY/HART
 GZ2769  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ2769
 GZ2769                         *CURRENT SURVEY CONTROL
 GZ2769  ___________________________________________________________________
 GZ2769* NAD 83(1993)-  37 17 21.49530(N)    085 54 42.50979(W)     ADJUSTED  
 GZ2769* NAVD 88     -       269.3    (meters)     884.     (feet)  VERTCON   
 GZ2769  ___________________________________________________________________
 GZ2769  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 GZ2769  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GZ2769
 GZ2769  HORZ ORDER  -  SECOND
 GZ2769
 GZ2769.The horizontal coordinates were established by classical geodetic methods
 GZ2769.and adjusted by the National Geodetic Survey in December 1995..
 GZ2769
 GZ2769.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2769
 GZ2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2769
 GZ2769.The geoid height was determined by GEOID03.
 GZ2769
 GZ2769;                    North         East     Units Scale Factor Converg.
 GZ2769;SPC KY1Z     - 1,106,109.757 1,485,652.549   MT  0.99995708   -0 05 57.6
 GZ2769;SPC KY1Z     - 3,628,961.76  4,874,178.40   sFT  0.99995708   -0 05 57.6
 GZ2769;SPC KY S     -   606,100.127   485,652.712   MT  0.99994571   -0 05 53.3
 GZ2769;SPC KY S     - 1,988,513.50  1,593,345.61   sFT  0.99994571   -0 05 53.3
 GZ2769;UTM  16      - 4,127,521.589   596,456.513   MT  0.99971461   +0 39 33.6
 GZ2769
 GZ2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2769!SPC KY1Z     -   0.99996270  x   0.99995708  =   0.99991978
 GZ2769!SPC KY S     -   0.99996270  x   0.99994571  =   0.99990841
 GZ2769!UTM  16      -   0.99996270  x   0.99971461  =   0.99967732
 GZ2769
 GZ2769:                Primary Azimuth Mark                     Grid Az
 GZ2769:SPC KY1Z     -  I65 T 34 AZ MK                           011 26 50.7
 GZ2769:SPC KY S     -  I65 T 34 AZ MK                           011 26 46.4
 GZ2769:UTM  16      -  I65 T 34 AZ MK                           010 41 19.5
 GZ2769
 GZ2769|---------------------------------------------------------------------|
 GZ2769| PID    Reference Object                     Distance      Geod. Az  |
 GZ2769|                                                           dddmmss.s |
 GZ2769| CG8114 I65 T 34 AZ MK                                     0112053.1 |
 GZ2769| CG8115 I65 T 34 RM 1                        21.851 METERS 09955     |
 GZ2769| CG8116 I65 T 34 RM 2                        17.218 METERS 19203     |
 GZ2769|---------------------------------------------------------------------|
 GZ2769
 GZ2769                          SUPERSEDED SURVEY CONTROL
 GZ2769
 GZ2769  NAD 83(1986)-  37 17 21.50317(N)    085 54 42.51857(W) AD(       ) 2
 GZ2769  NAD 27      -  37 17 21.30920(N)    085 54 42.61280(W) AD(       ) 2
 GZ2769  NGVD 29 (07/19/86)  269.4    (m)          884.     (f) VERT ANG       
 GZ2769
 GZ2769.Superseded values are not recommended for survey control.
 GZ2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2769.See file dsdata.txt to determine how the superseded data were derived.
 GZ2769
 GZ2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9645727522(NAD 83)
 GZ2769_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2769_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GZ2769
 GZ2769  HISTORY     - Date     Condition        Report By
 GZ2769  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2769
 GZ2769                          STATION DESCRIPTION
 GZ2769
 GZ2769'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959 (EB)
 GZ2769'STATION IS LOCATED ABOUT 1.7 MILES NORTHWEST OF MUNFORDVILLE, ON
 GZ2769'PROMINENT WOODED KNOLL, ON LAND OF HARVEY DYE.
 GZ2769'
 GZ2769'TO REACH THE STATION FROM THE HART COUNTY COURTHOUSE IN MUNFORDVILLE,
 GZ2769'GO NORTH ON U.S. HIGHWAY 31-W FOR 1.6 MILES TO A SIDE ROAD ON THE
 GZ2769'LEFT. TURN LEFT AND GO WEST FOR 0.2 MILE TO A 3-WAY ROAD FORK (*),
 GZ2769'(THIS FORK IS ABOUT 100 FEET WEST OF RAILROAD CROSSING). TAKE LEFT
 GZ2769'FORK AND CONTINUE FOR 0.15 MILE TO A POINT WHERE A TRANSMISSION LINE
 GZ2769'CROSSES THE ROAD.  FROM THIS POINT WALK SOUTH ALONG TRANSMISSION
 GZ2769'LINE TO A SADDLE IN AN EAST-WEST RIDGE. PROCEED WEST ALONG THE RIDGE
 GZ2769'FOR APPROXIMATELY 450 FEET TO STATION AS DESCRIBED.
 GZ2769'
 GZ2769'(*)FROM THIS POINT TAKE MIDDLE FORK AND GO 0.1 MILE TO AZIMUTH MARK
 GZ2769'ON RIGHT.
 GZ2769'STATION MARK IS ON HIGHEST POINT OF
 GZ2769'AN EAST-WEST RIDGE, 15 FEET NORTHWEST OF 10-INCH WHITE OAK TREE AND
 GZ2769'IS STAMPED I65-T34-1959.
 GZ2769'
 GZ2769'REFERENCE MARK 1 IS EAST OF STATION, 19 FEET SOUTH OF AN 18-INCH RED
 GZ2769'OAK TREE AND 9 FEET EAST OF AN 18-INCH RED OAK TREE. MARK
 GZ2769'PROJECTS 1-INCH AND IS STAMPED I65-T34-RM 1-1959.
 GZ2769'
 GZ2769'REFERENCE MARK 2 IS SOUTH OF STATION, ON SOUTH SLOPE ABOUT 5 FEET
 GZ2769'BELOW STATION LEVEL. MARK IS SET IN DRILLED HOLE IN 3 FEET X 4 FEET
 GZ2769'BOULDER AND IS STAMPED I65-T34-RM 2-1959. MARK IS KENTUCKY DEPARTMENT
 GZ2769'OF HIGHWAYS SURVEY TABLET.
 GZ2769'
 GZ2769'AZIMUTH MARK IS LOCATED ON PROPERTY OF CLARENCE JOHNSON. IT IS 26
 GZ2769'FEET NORTH OF APPROXIMATE CENTER OF A DRIVE, 25 FEET WEST OF
 GZ2769'NORTHWEST CORNER OF BARN, AND 1 FOOT SOUTH OF SOUTH FACE OF CORN
 GZ2769'CRIB. MARK PROJECTS 2 INCHES AND IS STAMPED I65-T34-1959.
 GZ2769'
 GZ2769'SURFACE, UNDERGROUND, REFERENCE MARK 1, AND AZIMUTH MARKS ARE
 GZ2769'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE
 GZ2769'CYLINDERS.
 GZ2769'
 GZ2769'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2237 ***********************************************************************
 GZ2237  DESIGNATION -  I65 T 35
 GZ2237  PID         -  GZ2237
 GZ2237  STATE/COUNTY-  KY/HART
 GZ2237  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ2237
 GZ2237                         *CURRENT SURVEY CONTROL
 GZ2237  ___________________________________________________________________
 GZ2237* NAD 83(1993)-  37 19 31.98942(N)    085 54 00.60908(W)     ADJUSTED  
 GZ2237* NAVD 88     -       291.219  (meters)     955.44   (feet)  ADJUSTED  
 GZ2237  ___________________________________________________________________
 GZ2237  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GZ2237  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GZ2237  DYNAMIC HT  -         290.996 (meters)     954.71  (feet)  COMP
 GZ2237  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 GZ2237
 GZ2237  HORZ ORDER  -  SECOND
 GZ2237  VERT ORDER  -  SECOND    CLASS 0
 GZ2237
 GZ2237.The horizontal coordinates were established by classical geodetic methods
 GZ2237.and adjusted by the National Geodetic Survey in December 1995..
 GZ2237
 GZ2237.The orthometric height was determined by differential leveling
 GZ2237.and adjusted by the National Geodetic Survey in June 1991..
 GZ2237
 GZ2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2237
 GZ2237.The geoid height was determined by GEOID03.
 GZ2237
 GZ2237.The dynamic height is computed by dividing the NAVD 88
 GZ2237.geopotential number by the normal gravity value computed on the
 GZ2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2237.degrees latitude (g = 980.6199 gals.).
 GZ2237
 GZ2237.The modeled gravity was interpolated from observed gravity values.
 GZ2237
 GZ2237;                    North         East     Units Scale Factor Converg.
 GZ2237;SPC KY1Z     - 1,110,130.809 1,486,691.053   MT  0.99995085   -0 05 31.9
 GZ2237;SPC KY1Z     - 3,642,154.16  4,877,585.56   sFT  0.99995085   -0 05 31.9
 GZ2237;SPC KY S     -   610,121.166   486,691.125   MT  0.99994541   -0 05 27.9
 GZ2237;SPC KY S     - 2,001,705.86  1,596,752.47   sFT  0.99994541   -0 05 27.9
 GZ2237;UTM  16      - 4,131,555.082   597,441.433   MT  0.99971696   +0 40 00.9
 GZ2237
 GZ2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2237!SPC KY1Z     -   0.99995927  x   0.99995085  =   0.99991013
 GZ2237!SPC KY S     -   0.99995927  x   0.99994541  =   0.99990469
 GZ2237!UTM  16      -   0.99995927  x   0.99971696  =   0.99967625
 GZ2237
 GZ2237:                Primary Azimuth Mark                     Grid Az
 GZ2237:SPC KY1Z     -  I65 T 35 AZ MK                           032 13 47.8
 GZ2237:SPC KY S     -  I65 T 35 AZ MK                           032 13 43.8
 GZ2237:UTM  16      -  I65 T 35 AZ MK                           031 28 15.0
 GZ2237
 GZ2237|---------------------------------------------------------------------|
 GZ2237| PID    Reference Object                     Distance      Geod. Az  |
 GZ2237|                                                           dddmmss.s |
 GZ2237| CG8117 I65 T 35 AZ MK                                     0320815.9 |
 GZ2237| GZ2238 I65 T 35 RM 1                        16.091 METERS 26654     |
 GZ2237| GZ2239 I65 T 35 RM 2                        19.553 METERS 35702     |
 GZ2237|---------------------------------------------------------------------|
 GZ2237
 GZ2237                          SUPERSEDED SURVEY CONTROL
 GZ2237
 GZ2237  NAD 83(1986)-  37 19 31.99743(N)    085 54 00.61723(W) AD(       ) 2
 GZ2237  NAD 27      -  37 19 31.79820(N)    085 54 00.72240(W) AD(       ) 2
 GZ2237  NGVD 29 (??/??/92)  291.342  (m)          955.84   (f) ADJ UNCH    2 0
 GZ2237
 GZ2237.Superseded values are not recommended for survey control.
 GZ2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2237.See file dsdata.txt to determine how the superseded data were derived.
 GZ2237
 GZ2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9744131555(NAD 83)
 GZ2237_MARKER: DD = SURVEY DISK
 GZ2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2237_STAMPING: I 65-T 35-1959
 GZ2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2237+STABILITY: SURFACE MOTION
 GZ2237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2237+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1999
 GZ2237
 GZ2237  HISTORY     - Date     Condition        Report By
 GZ2237  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2237  HISTORY     - 1959     GOOD             KYHD
 GZ2237  HISTORY     - 19990505 GOOD             WOOLPT
 GZ2237
 GZ2237                          STATION DESCRIPTION
 GZ2237
 GZ2237'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959 (EB)
 GZ2237'STATION IS LOCATED ABOUT 3.7 MILES NORTH OF MUNFORDVILLE, AND ABOUT
 GZ2237'3.5 MILES SOUTH OF BONNIEVILLE, ABOUT 0.5 MILE EAST OF U.S.HIGHWAY
 GZ2237'31-W, ON A WOODED KNOB OWNED BY HENRY MATTHEWS.
 GZ2237'
 GZ2237'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 31-W AND STATE
 GZ2237'HIGHWAY 88 IN MUNFORDVILLE, GO NORTH ON U.S. 31-W FOR 2.25 MILES TO
 GZ2237'A Y-FORK (THIS FORK IS 0.25 MILE NORTH OF THE JUNCTION OF U.S. 31-W
 GZ2237'AND STATE HIGHWAY 1140). TAKE RIGHT FORK AND GO NORTHEAST ON OLD
 GZ2237'HIGHWAY 31-W FOR 1.3 MILES TO THE TOP OF A HILL AND A SIDE ROAD ON
 GZ2237'THE RIGHT (*).  TURN SHARP RIGHT ON SIDE ROAD AND GO 0.15 MILE TO
 GZ2237'A Y-FORK. TAKE THE LEFT FORK AND GO 0.15 MILE TO A DIM WOODS ROAD ON
 GZ2237'THE LEFT. TURN LEFT AND GO NORTH ON DIM WOODS ROAD FOR 0.1 MILE TO
 GZ2237'THE STATION ON RIGHT.
 GZ2237'
 GZ2237'(*) FROM THIS POINT CONTINUE STRAIGHT AHEAD ON OLD HIGHWAY 31-W FOR
 GZ2237'0.8 MILE TO A SIDE ROAD ON THE RIGHT. (THIS POINT IS APPROXIMATELY
 GZ2237'300 FEET SOUTH OF THE INTERSECTION OF OLD 31-W AND U.S.HIGHWAY 31-W).
 GZ2237'TURN RIGHT ON SIDE ROAD AND GO EASTWARDLY FOR 0.4 MILE TO A
 GZ2237'Y-FORK. TAKE LEFT FORK AND GO 0.15 MILE TO A HOUSE, AND END OF TRUCK
 GZ2237'TRAVEL. GO SOUTHEAST ALONG DIM PATH ON THE SOUTH SLOPE OF A HILL
 GZ2237'FOR APPROXIMATELY 1000 FEET TO A BARN AND THE AZIMUTH MARK.
 GZ2237'
 GZ2237'STATION MARK IS 68 FEET EAST OF THE APPROXIMATE CENTER OF A DIM WOODS
 GZ2237'ROAD, 30 FEET WEST OF THE EAST SLOPE, AND 7 FEET WEST OF A 10-INCH
 GZ2237'WHITE OAK TREE WITH TRIANGULAR BLAZE. MARK PROJECTS 3 INCHES AND IS
 GZ2237'STAMPED I65-T35-1959.
 GZ2237'
 GZ2237'REFERENCE MARK 1 IS WEST OF THE STATION, ON THE WEST SLOPE, 19 FEET
 GZ2237'EAST OF THE APPROXIMATE CENTER OF A DIM WOODS ROAD.  MARK PROJECTS 3
 GZ2237'INCHES AND IS STAMPED I65-T35-RM 1-1959.
 GZ2237'
 GZ2237'REFERENCE MARK 2 IS NORTH OF THE STATION ALONG THE CREST OF A HILL.
 GZ2237'MARK PROJECTS 1 INCH AND IS STAMPED I65-T35-RM 2- 1959.
 GZ2237'
 GZ2237'AZIMUTH MARK IS 2 FEET WEST AND 1 FOOT SOUTH OF THE SOUTHEAST END OF
 GZ2237'A BARN. MARK PROJECTS 3 INCHES AND IS STAMPED I65-T35-1959.
 GZ2237'
 GZ2237'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE KENTUCKY
 GZ2237'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE
 GZ2237'CYLINDERS AS DESCRIBED.
 GZ2237'
 GZ2237'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GZ2237
 GZ2237                          STATION RECOVERY (1959)
 GZ2237
 GZ2237'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2237'3.7 MI N FROM MUNFORDVILLE.
 GZ2237'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31-W
 GZ2237'AND STATE HIGHWAY 88 IN MUNFORDVILLE, GO NORTH ON U.S. 31-W
 GZ2237'FOR 2.25 MILES TO A Y-FORK (THIS FORK IS 0.25 MILE NORTH OF THE
 GZ2237'JUNCTION OF U.S. 31-W AND STATE HIGHWAY 1140) TAKE RIGHT FORK
 GZ2237'AND GO NORTHEAST ON OLD HIGHWAY 31-W FOR 1.3 MILES TO THE TOP OF A
 GZ2237'HILL AND A SIDE ROAD ON THE RIGHT, 68 FEET EAST OF THE
 GZ2237'APPROXIMATE CENTER OF A DIM WOODS ROAD, 30 FEET WEST OF THE
 GZ2237'EAST SLOPE, AND 7 FEET WEST OF A 10-INCH WHITE OAK TREE WITH
 GZ2237'TRIANGULAR BLAZE, PROJECTING 3 INCHES.  STANDARD TABLET IN
 GZ2237'CONCRETE CYLINDER.
 GZ2237
 GZ2237                          STATION RECOVERY (1999)
 GZ2237
 GZ2237'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999
 GZ2237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2238 ***********************************************************************
 GZ2238  DESIGNATION -  I65 T 35 RM 1
 GZ2238  PID         -  GZ2238
 GZ2238  STATE/COUNTY-  KY/HART
 GZ2238  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ2238
 GZ2238                         *CURRENT SURVEY CONTROL
 GZ2238  ___________________________________________________________________
 GZ2238* NAD 83(1986)-  37 19 32.     (N)    085 54 00.     (W)     SCALED    
 GZ2238* NAVD 88     -       290.34   (+/-2cm)     952.6    (feet)  VERTCON   
 GZ2238  ___________________________________________________________________
 GZ2238  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GZ2238
 GZ2238  VERT ORDER  -  ? (See Below)
 GZ2238
 GZ2238.The horizontal coordinates were scaled from a topographic map and have
 GZ2238.an estimated accuracy of +/- 6 seconds.
 GZ2238
 GZ2238.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2238.The vertical order pertains to the NGVD 29 superseded value.
 GZ2238
 GZ2238.The geoid height was determined by GEOID03.
 GZ2238
 GZ2238;                    North         East    Units  Estimated Accuracy
 GZ2238;SPC KY1Z     - 1,110,130.    1,486,710.      MT  (+/- 180 meters Scaled)
 GZ2238
 GZ2238                          SUPERSEDED SURVEY CONTROL
 GZ2238
 GZ2238  NGVD 29 (??/??/92)  290.458  (m)          952.94   (f) ADJ UNCH    ?  
 GZ2238
 GZ2238.Superseded values are not recommended for survey control.
 GZ2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2238.See file dsdata.txt to determine how the superseded data were derived.
 GZ2238
 GZ2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG974315(NAD 83)
 GZ2238_MARKER: DR = REFERENCE MARK DISK
 GZ2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2238_STAMPING: I 65-T 35-RM 1-1959
 GZ2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2238+STABILITY: SURFACE MOTION
 GZ2238
 GZ2238  HISTORY     - Date     Condition        Report By
 GZ2238  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2238
 GZ2238                          STATION DESCRIPTION
 GZ2238
 GZ2238'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2238'3.7 MI N FROM MUNFORDVILLE.
 GZ2238'TO REACH FROM THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31-W
 GZ2238'AND STATE HIGHWAY 88 IN MUNFORDVILLE, GO NORTH ON U.S. 31-W
 GZ2238'FOR 2.25 MILES TO A Y-FORK (THIS FORK IS 0.25 MILE NORTH OF THE
 GZ2238'JUNCTION OF U.S. 31-W AND STATE HIGHWAY 1140) TAKE RIGHT FORK AND
 GZ2238'GO NORTHEAST ON OLD HIGHWAY 31-W FOR 1.3 MILES TO THE TOP OF A
 GZ2238'HILL AND A SIDE ROAD ON THE RIGHT, WEST OF THE STATION, ON THE
 GZ2238'WEST SLOPE, 19 FEET EAST OF THE APPROXIMATE CENTER OF A DIM
 GZ2238'WOODS ROAD, PROJECTING 3 INCHES.  STANDARD TABLET IN CONCRETE
 GZ2238'CYLINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2239 ***********************************************************************
 GZ2239  DESIGNATION -  I65 T 35 RM 2
 GZ2239  PID         -  GZ2239
 GZ2239  STATE/COUNTY-  KY/HART
 GZ2239  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ2239
 GZ2239                         *CURRENT SURVEY CONTROL
 GZ2239  ___________________________________________________________________
 GZ2239* NAD 83(1986)-  37 19 32.     (N)    085 54 00.     (W)     SCALED    
 GZ2239* NAVD 88     -       290.73   (+/-2cm)     953.8    (feet)  VERTCON   
 GZ2239  ___________________________________________________________________
 GZ2239  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GZ2239
 GZ2239  VERT ORDER  -  ? (See Below)
 GZ2239
 GZ2239.The horizontal coordinates were scaled from a topographic map and have
 GZ2239.an estimated accuracy of +/- 6 seconds.
 GZ2239
 GZ2239.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2239.The vertical order pertains to the NGVD 29 superseded value.
 GZ2239
 GZ2239.The geoid height was determined by GEOID03.
 GZ2239
 GZ2239;                    North         East    Units  Estimated Accuracy
 GZ2239;SPC KY1Z     - 1,110,130.    1,486,710.      MT  (+/- 180 meters Scaled)
 GZ2239
 GZ2239                          SUPERSEDED SURVEY CONTROL
 GZ2239
 GZ2239  NGVD 29 (??/??/92)  290.849  (m)          954.23   (f) ADJ UNCH    ?  
 GZ2239
 GZ2239.Superseded values are not recommended for survey control.
 GZ2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2239.See file dsdata.txt to determine how the superseded data were derived.
 GZ2239
 GZ2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG974315(NAD 83)
 GZ2239_MARKER: DB = BENCH MARK DISK
 GZ2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2239_STAMPING: I65-T35-RM 2-1959
 GZ2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2239+STABILITY: SURFACE MOTION
 GZ2239
 GZ2239  HISTORY     - Date     Condition        Report By
 GZ2239  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2239
 GZ2239                          STATION DESCRIPTION
 GZ2239
 GZ2239'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2239'3.7 MI N FROM MUNFORDVILLE.
 GZ2239'TO REACH FROM THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31-W
 GZ2239'AND STATE HIGHWAY 88 IN MUNFORDVILLE, GO NORTH ON U.S. 31-W
 GZ2239'FOR 2.25 MILES TO A Y-FORK (THIS FORK IS 0.25 MILE NORTH OF THE
 GZ2239'JUNCTION OF U.S. 31-W AND STATE HIGHWAY 1140) TAKE RIGHT FORK
 GZ2239'AND GO NORTHEAST ON OLD HIGHWAY 31-W FOR 1.3 MILES TO THE TOP OF A
 GZ2239'HILL AND A SIDE ROAD ON THE RIGHT, NORTH OF THE STATION ALONG
 GZ2239'THE CREST OF A HILL, PROJECTING 1 INCH.  STANDARD TABLET IN
 GZ2239'CONCRETE CYLINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2241 ***********************************************************************
 GZ2241  DESIGNATION -  I65 T 36
 GZ2241  PID         -  GZ2241
 GZ2241  STATE/COUNTY-  KY/HART
 GZ2241  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ2241
 GZ2241                         *CURRENT SURVEY CONTROL
 GZ2241  ___________________________________________________________________
 GZ2241* NAD 83(1993)-  37 21 13.61076(N)    085 53 45.73645(W)     ADJUSTED  
 GZ2241* NAVD 88     -       282.936  (meters)     928.27   (feet)  ADJUSTED  
 GZ2241  ___________________________________________________________________
 GZ2241  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 GZ2241  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GZ2241  DYNAMIC HT  -         282.719 (meters)     927.55  (feet)  COMP
 GZ2241  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 GZ2241
 GZ2241  HORZ ORDER  -  SECOND
 GZ2241  VERT ORDER  -  SECOND    CLASS 0
 GZ2241
 GZ2241.The horizontal coordinates were established by classical geodetic methods
 GZ2241.and adjusted by the National Geodetic Survey in December 1995..
 GZ2241
 GZ2241.The orthometric height was determined by differential leveling
 GZ2241.and adjusted by the National Geodetic Survey in June 1991..
 GZ2241
 GZ2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2241
 GZ2241.The geoid height was determined by GEOID03.
 GZ2241
 GZ2241.The dynamic height is computed by dividing the NAVD 88
 GZ2241.geopotential number by the normal gravity value computed on the
 GZ2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2241.degrees latitude (g = 980.6199 gals.).
 GZ2241
 GZ2241.The modeled gravity was interpolated from observed gravity values.
 GZ2241
 GZ2241;                    North         East     Units Scale Factor Converg.
 GZ2241;SPC KY1Z     - 1,113,262.937 1,487,062.096   MT  0.99994627   -0 05 22.8
 GZ2241;SPC KY1Z     - 3,652,430.15  4,878,802.89   sFT  0.99994627   -0 05 22.8
 GZ2241;SPC KY S     -   613,253.291   487,062.106   MT  0.99994546   -0 05 18.8
 GZ2241;SPC KY S     - 2,011,981.84  1,597,969.59   sFT  0.99994546   -0 05 18.8
 GZ2241;UTM  16      - 4,134,691.127   597,770.859   MT  0.99971775   +0 40 11.5
 GZ2241
 GZ2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2241!SPC KY1Z     -   0.99996059  x   0.99994627  =   0.99990686
 GZ2241!SPC KY S     -   0.99996059  x   0.99994546  =   0.99990605
 GZ2241!UTM  16      -   0.99996059  x   0.99971775  =   0.99967835
 GZ2241
 GZ2241|---------------------------------------------------------------------|
 GZ2241| PID    Reference Object                     Distance      Geod. Az  |
 GZ2241|                                                           dddmmss.s |
 GZ2241| GZ2242 I65 T 36 RM 1                        13.770 METERS 14532     |
 GZ2241| GZ2243 I65 T 36 RM 2                        15.608 METERS 23756     |
 GZ2241| GZ2244 I65 T 36 AZ MK                                     3351549.1 |
 GZ2241|---------------------------------------------------------------------|
 GZ2241
 GZ2241                          SUPERSEDED SURVEY CONTROL
 GZ2241
 GZ2241  NAD 83(1986)-  37 21 13.61885(N)    085 53 45.74418(W) AD(       ) 2
 GZ2241  NAD 27      -  37 21 13.41500(N)    085 53 45.85920(W) AD(       ) 2
 GZ2241  NGVD 29 (??/??/92)  283.059  (m)          928.67   (f) ADJ UNCH    2 0
 GZ2241
 GZ2241.Superseded values are not recommended for survey control.
 GZ2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2241.See file dsdata.txt to determine how the superseded data were derived.
 GZ2241
 GZ2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9777134691(NAD 83)
 GZ2241_MARKER: DD = SURVEY DISK
 GZ2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2241_STAMPING: I 65-T 36- 1959
 GZ2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2241+STABILITY: SURFACE MOTION
 GZ2241
 GZ2241  HISTORY     - Date     Condition        Report By
 GZ2241  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2241  HISTORY     - 1959     GOOD             KYHD
 GZ2241
 GZ2241                          STATION DESCRIPTION
 GZ2241
 GZ2241'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959 (EB)
 GZ2241'STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF BONNIEVILLE, AND
 GZ2241'ABOUT 0.7 MILE EAST OF U.S. HIGHWAY 31-W, ON A GRASSY KNOLL OWNED
 GZ2241'BY HOWARD WALDECK.
 GZ2241'
 GZ2241'TO REACH THE STATION FROM THE BRIDGE OVER BACON CREEK IN BONNIEVILLE,
 GZ2241'GO SOUTH ON U.S.HIGHWAY 31-W FOR 1.05 MILES TO A SIDE ROAD ON THE
 GZ2241'LEFT. TURN LEFT AND GO 0.45 MILE TO A 1-STORY STONE HOUSE AND AZIMUTH
 GZ2241'MARK ON THE LEFT. FROM THIS POINT CONTINUE EAST FOR 0.10 MILE TO A
 GZ2241'SIDE ROAD ON THE RIGHT. TURN RIGHT AND GO 0.20 MILE TO A SIDE ROAD ON
 GZ2241'THE LEFT AND END OF TWO-WHEEL DRIVE VEHICLE TRAVEL. TURN LEFT
 GZ2241'THROUGH GAP IN FENCE AND GO UPHILL FOR 0.05 MILE TO A CLEARED FIELD.
 GZ2241'CONTINUE ALONG NORTH EDGE OF CLEARED FIELD TO THE WEST EDGE.
 GZ2241'TURN RIGHT AND GO UPHILL 0.10 MILE TO HIGHEST POINT AND STATION.
 GZ2241'
 GZ2241'STATION MARK IS ON HIGHEST POINT OF HILL, 37 FEET NORTH OF EAST-WEST
 GZ2241'BRUSH LINE CROSSING TOP OF HILL AND ABOUT 15 FEET SOUTH OF NORTH
 GZ2241'SLOPE. MARK IS FLUSH WITH GROUND SURFACE AND IS STAMPED I65-T36-1959.
 GZ2241'
 GZ2241'REFERENCE MARK 1 IS SOUTHEAST OF STATION ON SOUTH SLOPE OF HILL AND
 GZ2241'SET IN EAST-WEST BRUSHLINE. MARK PROJECTS 2 INCHES AND IS STAMPED
 GZ2241'I65-T36-RM 1-1959.
 GZ2241'
 GZ2241'REFERENCE MARK 2 IS SOUTHWEST OF STATION ON SOUTH SLOPE OF HILL AND
 GZ2241'SET IN EAST-WEST BRUSH LINE. MARK PROJECTS 2 INCHES AND IS STAMPED
 GZ2241'I65-T36-RM 2-1959.
 GZ2241'
 GZ2241'AZIMUTH MARK IS 82 FEET WEST OF SOUTHWEST CORNER OF STONE HOUSE OWNED
 GZ2241'BY HOWARD W. WALDECK, MARK IS IN LINE WITH SOUTH FACE OF STONE
 GZ2241'HOUSE, 64 FEET NORTH OF APPROXIMATE CENTER OF ROAD, AND 1 FOOT EAST
 GZ2241'OF FENCE LINE. MARK PROJECTS 1 INCH AND IS STAMPED I65-T36-1959.
 GZ2241'
 GZ2241'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE KENTUCKY
 GZ2241'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE CYLINDERS AS
 GZ2241'DESCRIBED.
 GZ2241'
 GZ2241'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS
 GZ2241
 GZ2241                          STATION RECOVERY (1959)
 GZ2241
 GZ2241'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2241'1.5 MI SE FROM BONNIEVILLE.
 GZ2241'TO REACH THE STATION FROM THE BRIDGE OVER BACON CREEK IN
 GZ2241'BONNIEVILLE, GO SOUTH ON U.S. HIGHWAY 31-W FOR 1.05 MILE TO A
 GZ2241'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO 0.45 MILE TO A 1-STORY
 GZ2241'STONE HOUSE AND AZIMUTH MARK ON THE LEFT.  FROM THIS POINT
 GZ2241'CONTINUE EAST FOR 0.10 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 GZ2241'RIGHT AND GO 0.20 MILE TO A SIDE ROAD ON THE LEFT AND END OF
 GZ2241'TWO-WHEEL DRIVE VEHICLE TRAVEL, TURN LEFT THROUGH GAP IN FENCE
 GZ2241'AND GO UPHILL FOR 0.05 MILE TO A CLEARED FIELD, CONTINUE ALONG
 GZ2241'NORTH EDGE OF CLEARED FIELD TO THE WEST EDGE, TURN RIGHT AND
 GZ2241'GO UPHILL 0.10 MILE TO HIGHEST POINT AND STATION, ON HIGHEST
 GZ2241'POINT OF HILL, 37 FEET NORTH OF EAST-WEST BRUSH LINE CROSSING
 GZ2241'TOP OF HILL AND 15 FEET SOUTH OF NORTH SLOPE, FLUSH WITH GROUND
 GZ2241'SURFACE.  STANDARD TABLET SET IN CONCRETE CYLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2244 ***********************************************************************
 GZ2244  DESIGNATION -  I65 T 36 AZ MK
 GZ2244  PID         -  GZ2244
 GZ2244  STATE/COUNTY-  KY/HART
 GZ2244  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ2244
 GZ2244                         *CURRENT SURVEY CONTROL
 GZ2244  ___________________________________________________________________
 GZ2244* NAD 83(1986)-  37 21 31.     (N)    085 53 56.     (W)     SCALED    
 GZ2244* NAVD 88     -       247.969  (meters)     813.54   (feet)  ADJUSTED  
 GZ2244  ___________________________________________________________________
 GZ2244  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GZ2244  DYNAMIC HT  -         247.778 (meters)     812.92  (feet)  COMP
 GZ2244  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 GZ2244
 GZ2244  VERT ORDER  -  SECOND    CLASS 0
 GZ2244
 GZ2244.The horizontal coordinates were scaled from a topographic map and have
 GZ2244.an estimated accuracy of +/- 6 seconds.
 GZ2244
 GZ2244.The orthometric height was determined by differential leveling
 GZ2244.and adjusted by the National Geodetic Survey in June 1991..
 GZ2244
 GZ2244.The geoid height was determined by GEOID03.
 GZ2244
 GZ2244.The dynamic height is computed by dividing the NAVD 88
 GZ2244.geopotential number by the normal gravity value computed on the
 GZ2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2244.degrees latitude (g = 980.6199 gals.).
 GZ2244
 GZ2244.The modeled gravity was interpolated from observed gravity values.
 GZ2244
 GZ2244;                    North         East    Units  Estimated Accuracy
 GZ2244;SPC KY1Z     - 1,113,800.    1,486,810.      MT  (+/- 180 meters Scaled)
 GZ2244
 GZ2244                          SUPERSEDED SURVEY CONTROL
 GZ2244
 GZ2244  NGVD 29 (??/??/92)  248.091  (m)          813.95   (f) ADJ UNCH    2 0
 GZ2244
 GZ2244.Superseded values are not recommended for survey control.
 GZ2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2244.See file dsdata.txt to determine how the superseded data were derived.
 GZ2244
 GZ2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG975352(NAD 83)
 GZ2244_MARKER: DD = SURVEY DISK
 GZ2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2244_STAMPING: I65-T36-1959
 GZ2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2244+STABILITY: SURFACE MOTION
 GZ2244
 GZ2244  HISTORY     - Date     Condition        Report By
 GZ2244  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2244
 GZ2244                          STATION DESCRIPTION
 GZ2244
 GZ2244'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2244'1.5 MI SE FROM BONNIEVILLE.
 GZ2244'82 FEET WEST OF SOUTHWEST CORNER OF STONE HOUSE OWNED BY HOWARD
 GZ2244'W. WALDECK, (MARK IS IN LINE WITH SOUTH FACE OF STONE HOUSE), 64
 GZ2244'FEET NORTH OF APPROXIMATE CENTER OF ROAD, AND 1 FOOT EAST OF
 GZ2244'FENCE LINE, PROJECTING 1 INCH ABOVE GROUND.  TABLET SET IN
 GZ2244'CONCRETE CYLINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2242 ***********************************************************************
 GZ2242  DESIGNATION -  I65 T 36 RM 1
 GZ2242  PID         -  GZ2242
 GZ2242  STATE/COUNTY-  KY/HART
 GZ2242  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ2242
 GZ2242                         *CURRENT SURVEY CONTROL
 GZ2242  ___________________________________________________________________
 GZ2242* NAD 83(1986)-  37 21 13.     (N)    085 53 46.     (W)     SCALED    
 GZ2242* NAVD 88     -       282.06   (+/-2cm)     925.4    (feet)  VERTCON   
 GZ2242  ___________________________________________________________________
 GZ2242  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GZ2242
 GZ2242  VERT ORDER  -  ? (See Below)
 GZ2242
 GZ2242.The horizontal coordinates were scaled from a topographic map and have
 GZ2242.an estimated accuracy of +/- 6 seconds.
 GZ2242
 GZ2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2242.The vertical order pertains to the NGVD 29 superseded value.
 GZ2242
 GZ2242.The geoid height was determined by GEOID03.
 GZ2242
 GZ2242;                    North         East    Units  Estimated Accuracy
 GZ2242;SPC KY1Z     - 1,113,240.    1,487,060.      MT  (+/- 180 meters Scaled)
 GZ2242
 GZ2242                          SUPERSEDED SURVEY CONTROL
 GZ2242
 GZ2242  NGVD 29 (??/??/92)  282.177  (m)          925.78   (f) ADJ UNCH    ?  
 GZ2242
 GZ2242.Superseded values are not recommended for survey control.
 GZ2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2242.See file dsdata.txt to determine how the superseded data were derived.
 GZ2242
 GZ2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG977346(NAD 83)
 GZ2242_MARKER: DD = SURVEY DISK
 GZ2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2242_STAMPING: I 65-T 36-RM 1-1959
 GZ2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2242+STABILITY: SURFACE MOTION
 GZ2242
 GZ2242  HISTORY     - Date     Condition        Report By
 GZ2242  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2242
 GZ2242                          STATION DESCRIPTION
 GZ2242
 GZ2242'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2242'1.5 MI SE FROM BONNIEVILLE.
 GZ2242'TO REACH THE STATION FROM THE BRIDGE OVER BACON CREEK IN
 GZ2242'BONNIEVILLE, GO SOUTH ON U.S. HIGHWAY 31-W FOR 1.05 MILE TO A
 GZ2242'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO 0.45 MILE TO A 1-STORY
 GZ2242'STONE HOUSE AND AZIMUTH MARK ON THE LEFT.  FROM THIS POINT
 GZ2242'CONTINUE EAST FOR 0.10 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 GZ2242'RIGHT AND GO 0.20 MILE TO A SIDE ROAD ON THE LEFT AND END OF
 GZ2242'TWO-WHEEL DRIVE VEHICLE TRAVEL, TURN LEFT THROUGH GAP IN FENCE
 GZ2242'AND GO UPHILL FOR 0.05 MILE TO A CLEARED FIELD, CONTINUE ALONG
 GZ2242'NORTH EDGE OF CLEARED FIELD TO THE WEST EDGE, TURN RIGHT AND
 GZ2242'GO UPHILL 0.10 MILE TO HIGHEST POINT AND STATION, SOUTHEAST OF
 GZ2242'STATION ON SOUTH SLOPE OF HILL AND SET IN EAST-WEST BRUSH
 GZ2242'LINE, PROJECTING 2 INCHES.  STANDARD TABLET IN CONCRETE CYLINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2243 ***********************************************************************
 GZ2243  DESIGNATION -  I65 T 36 RM 2
 GZ2243  PID         -  GZ2243
 GZ2243  STATE/COUNTY-  KY/HART
 GZ2243  USGS QUAD   -  MUNFORDVILLE (1966)
 GZ2243
 GZ2243                         *CURRENT SURVEY CONTROL
 GZ2243  ___________________________________________________________________
 GZ2243* NAD 83(1986)-  37 21 13.     (N)    085 53 46.     (W)     SCALED    
 GZ2243* NAVD 88     -       281.76   (+/-2cm)     924.4    (feet)  VERTCON   
 GZ2243  ___________________________________________________________________
 GZ2243  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GZ2243
 GZ2243  VERT ORDER  -  ? (See Below)
 GZ2243
 GZ2243.The horizontal coordinates were scaled from a topographic map and have
 GZ2243.an estimated accuracy of +/- 6 seconds.
 GZ2243
 GZ2243.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2243.The vertical order pertains to the NGVD 29 superseded value.
 GZ2243
 GZ2243.The geoid height was determined by GEOID03.
 GZ2243
 GZ2243;                    North         East    Units  Estimated Accuracy
 GZ2243;SPC KY1Z     - 1,113,240.    1,487,060.      MT  (+/- 180 meters Scaled)
 GZ2243
 GZ2243                          SUPERSEDED SURVEY CONTROL
 GZ2243
 GZ2243  NGVD 29 (??/??/92)  281.883  (m)          924.81   (f) ADJ UNCH    ?  
 GZ2243
 GZ2243.Superseded values are not recommended for survey control.
 GZ2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2243.See file dsdata.txt to determine how the superseded data were derived.
 GZ2243
 GZ2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG977346(NAD 83)
 GZ2243_MARKER: DD = SURVEY DISK
 GZ2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2243_STAMPING: I 65-T 36-RM 2-1959
 GZ2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2243+STABILITY: SURFACE MOTION
 GZ2243
 GZ2243  HISTORY     - Date     Condition        Report By
 GZ2243  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2243
 GZ2243                          STATION DESCRIPTION
 GZ2243
 GZ2243'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2243'1.5 MI SE FROM BONNIEVILLE.
 GZ2243'TO REACH THE STATION FROM THE BRIDGE OVER BACON CREEK IN
 GZ2243'BONNIEVILLE, GO SOUTH ON U.S. HIGHWAY 31-W FOR 1.05 MILE TO A
 GZ2243'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO 0.45 MILE TO A 1-STORY
 GZ2243'STONE HOUSE AND AZIMUTH MARK ON THE LEFT.  FROM THIS POINT
 GZ2243'CONTINUE EAST FOR 0.10 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 GZ2243'RIGHT AND GO 0.20 MILE TO A SIDE ROAD ON THE LEFT AND END OF
 GZ2243'TWO-WHEEL DRIVE VEHICLE TRAVEL, TURN LEFT THROUGH GAP IN FENCE
 GZ2243'AND GO UPHILL FOR 0.05 MILE TO A CLEARED FIELD, CONTINUE ALONG
 GZ2243'NORTH EDGE OF CLEARED FIELD FOR THE WEST EDGE, TURN RIGHT
 GZ2243'AND GO UPHILL 0.10 MILE TO HIGHEST POINT AND STATION, SOUTHWEST
 GZ2243'OF STATION ON SOUTH SLOPE OF HILL AND SET IN EAST-WEST BRUSH
 GZ2243'LINE, PROJECTING 2 INCHES.  STANDARD TABLET IN CONCRETE CYLINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2246 ***********************************************************************
 GZ2246  DESIGNATION -  I65 T 37
 GZ2246  PID         -  GZ2246
 GZ2246  STATE/COUNTY-  KY/HART
 GZ2246  USGS QUAD   -  UPTON (1993)
 GZ2246
 GZ2246                         *CURRENT SURVEY CONTROL
 GZ2246  ___________________________________________________________________
 GZ2246* NAD 83(1993)-  37 23 39.55757(N)    085 52 57.90126(W)     ADJUSTED  
 GZ2246* NAVD 88     -       254.429  (meters)     834.74   (feet)  ADJUSTED  
 GZ2246  ___________________________________________________________________
 GZ2246  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 GZ2246  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GZ2246  DYNAMIC HT  -         254.233 (meters)     834.10  (feet)  COMP
 GZ2246  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 GZ2246
 GZ2246  HORZ ORDER  -  SECOND
 GZ2246  VERT ORDER  -  SECOND    CLASS 0
 GZ2246
 GZ2246.The horizontal coordinates were established by classical geodetic methods
 GZ2246.and adjusted by the National Geodetic Survey in December 1995..
 GZ2246
 GZ2246.The orthometric height was determined by differential leveling
 GZ2246.and adjusted by the National Geodetic Survey in June 1991..
 GZ2246
 GZ2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2246
 GZ2246.The geoid height was determined by GEOID03.
 GZ2246
 GZ2246.The dynamic height is computed by dividing the NAVD 88
 GZ2246.geopotential number by the normal gravity value computed on the
 GZ2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2246.degrees latitude (g = 980.6199 gals.).
 GZ2246
 GZ2246.The modeled gravity was interpolated from observed gravity values.
 GZ2246
 GZ2246;                    North         East     Units Scale Factor Converg.
 GZ2246;SPC KY1Z     - 1,117,760.323 1,488,245.676   MT  0.99994012   -0 04 53.4
 GZ2246;SPC KY1Z     - 3,667,185.33  4,882,686.02   sFT  0.99994012   -0 04 53.4
 GZ2246;SPC KY S     -   617,750.710   488,245.607   MT  0.99994595   -0 04 49.8
 GZ2246;SPC KY S     - 2,026,737.12  1,601,852.46   sFT  0.99994595   -0 04 49.8
 GZ2246;UTM  16      - 4,139,202.801   598,894.446   MT  0.99972047   +0 40 42.8
 GZ2246
 GZ2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2246!SPC KY1Z     -   0.99996509  x   0.99994012  =   0.99990521
 GZ2246!SPC KY S     -   0.99996509  x   0.99994595  =   0.99991104
 GZ2246!UTM  16      -   0.99996509  x   0.99972047  =   0.99968557
 GZ2246
 GZ2246:                Primary Azimuth Mark                     Grid Az
 GZ2246:SPC KY1Z     -  I65 T 37 AZ MK                           059 01 25.2
 GZ2246:SPC KY S     -  I65 T 37 AZ MK                           059 01 21.6
 GZ2246:UTM  16      -  I65 T 37 AZ MK                           058 15 49.0
 GZ2246
 GZ2246|---------------------------------------------------------------------|
 GZ2246| PID    Reference Object                     Distance      Geod. Az  |
 GZ2246|                                                           dddmmss.s |
 GZ2246| CG8118 I65 T 37 AZ MK                                     0585631.8 |
 GZ2246| GZ2247 I65 T 37 RM 1                        17.995 METERS 08213     |
 GZ2246| GZ2248 I65 T 37 RM 2                        10.755 METERS 35133     |
 GZ2246|---------------------------------------------------------------------|
 GZ2246
 GZ2246                          SUPERSEDED SURVEY CONTROL
 GZ2246
 GZ2246  NAD 83(1986)-  37 23 39.56598(N)    085 52 57.90836(W) AD(       ) 2
 GZ2246  NAD 27      -  37 23 39.36010(N)    085 52 58.03130(W) AD(       ) 2
 GZ2246  NGVD 29 (??/??/92)  254.553  (m)          835.15   (f) ADJ UNCH    2 0
 GZ2246
 GZ2246.Superseded values are not recommended for survey control.
 GZ2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2246.See file dsdata.txt to determine how the superseded data were derived.
 GZ2246
 GZ2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9889439203(NAD 83)
 GZ2246_MARKER: DD = SURVEY DISK
 GZ2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2246_STAMPING: I65-T37-1959
 GZ2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2246+STABILITY: SURFACE MOTION
 GZ2246
 GZ2246  HISTORY     - Date     Condition        Report By
 GZ2246  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2246  HISTORY     - 1959     GOOD             KYHD
 GZ2246  HISTORY     - 1982     GOOD             KYDT
 GZ2246
 GZ2246                          STATION DESCRIPTION
 GZ2246
 GZ2246'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959 (EB)
 GZ2246'STATION IS LOCATED ABOUT 1.9 MILES NORTHEAST OF BONNIEVILLE AND ABOUT
 GZ2246'700 FEET NORTHWEST OF HIGH TENSION POWER LINE RUNNING GENERALLY
 GZ2246'EAST-WEST.  STATION IS ON HIGHEST POINT OF WOODED KNOLL OWNED BY
 GZ2246'WELLER GADDY.
 GZ2246'
 GZ2246'TO REACH STATION FROM BRIDGE OVER BACON CREEK, IN BONNIEVILLE, GO
 GZ2246'NORTH ON U.S. HIGHWAY 31-W FOR 0.1 MILE TO ROAD RIGHT. TURN RIGHT AND
 GZ2246'GO 1.75 MILES ALONG GRAVEL ROAD TO FIELD ROAD ON THE LEFT. TURN LEFT
 GZ2246'AND GO 0.45 MILE TO FORK IN RD *AND END OF 4-WHEEL DRIVE VEHICULAR
 GZ2246'TRAVEL. TAKE LEFT FORK AND WALK 500 FT TO DIM FORK IN TRAIL LEFT.
 GZ2246'TAKE LEFT FORT AND WALK WEST PARALLELING A FENCE FOR APPROXIMATELY
 GZ2246'400 FEET TO HIGHEST POINT OF RIDGE AND STATION ON LEFT.
 GZ2246'
 GZ2246'*TO REACH AZIMUTH MARK FROM THIS POINT, A 4-WHEEL DRIVE VEHICLE MAY
 GZ2246'BE USED. TAKE RIGHT FORK AND GO 0.20 MILE TO AN OLD BARN, GAP IN
 GZ2246'FENCE AND AZIMUTH MARK ON RIGHT.
 GZ2246'
 GZ2246'STATION MARK IS 35 FEET SOUTHEAST OF 18-INCH WHITE OAK TREE AND 21
 GZ2246'FEET SOUTH OF EAST-WEST FENCE LINE. MARK IS SET FLUSH WITH GROUND
 GZ2246'SURFACE AND IS STAMPED I65-T37-1959.
 GZ2246'
 GZ2246'REFERENCE MARK 1 IS EAST OF STATION, 2.5 FEET SOUTH OF EAST-WEST
 GZ2246'FENCE LINE AND IS ABOUT 7 FEET LOWER THAN THE STATION.  MARK PROJECTS
 GZ2246'1-INCH AND IS STAMPED I65-T37-RM 1-1959.
 GZ2246'
 GZ2246'REFERENCE MARK 2 IS NORTH OF STATION, 23.5 FEET NORTHEAST OF AN
 GZ2246'18-INCH WHITE OAK TREE, 12.5 FEET NORTH OF EAST-WEST FENCE LINE
 GZ2246'AND IS 5 FEET LOWER THAN STATION. MARK PROJECTS 1 INCH AND IS STAMPED
 GZ2246'I65-T37-RM 2-1959.
 GZ2246'
 GZ2246'AZIMUTH MARK IS ABOUT 300 FEET NORTHEAST OF AN OLD BARN OWNED BY
 GZ2246'HOMER COTTRELL, AND IN VICINITY OF GAP IN OLD FENCE.  MARK IS 18
 GZ2246'FEET EAST OF APPROXIMATE CENTER OF ROAD, AND 6 FEET EAST OF A FENCE
 GZ2246'PARALLELING THE ROAD. MARK IS ON HIGH POINT OF BANK, PROJECTS
 GZ2246'1-INCH AND IS STAMPED I65-T37-1959.
 GZ2246'
 GZ2246'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE KENTUCKY
 GZ2246'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE CYLINDERS AS
 GZ2246'DESCRIBED.
 GZ2246'
 GZ2246'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GZ2246
 GZ2246                          STATION RECOVERY (1959)
 GZ2246
 GZ2246'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2246'1.9 MI NE FROM BONNIEVILLE.
 GZ2246'TO REACH STATION FROM BRIDGE OVER BACON CREEK, IN BONNIEVILLE,
 GZ2246'GO NORTH ON U.S. HIGHWAY 31-W FOR 0.1 MILE TO ROAD RIGHT.  TURN
 GZ2246'RIGHT AND GO 1.75 MILES ALONG GRAVEL ROAD TO FIELD ROAD ON THE
 GZ2246'LEFT.  TURN LEFT AND GO 0.45 MILE TO FORK IN ROAD* AND END OF
 GZ2246'4-WHEEL DRIVE VEHICULAR TRAVEL.  TAKE LEFT FORK AND WALK 500 FEET
 GZ2246'TO DIM FORK IN TRAIL LEFT.  TAKE LEFT FORK AND WALK PARALLELING
 GZ2246'A FENCE FOR APPROXIMATELY 400 FEET TO HIGHEST POINT OF RIDGE AND
 GZ2246'STATION ON LEFT.  STANDARD TABLET IN CONCRETE CYLINDER.
 GZ2246
 GZ2246                          STATION RECOVERY (1982)
 GZ2246
 GZ2246'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2247 ***********************************************************************
 GZ2247  DESIGNATION -  I65 T 37 RM 1
 GZ2247  PID         -  GZ2247
 GZ2247  STATE/COUNTY-  KY/HART
 GZ2247  USGS QUAD   -  UPTON (1993)
 GZ2247
 GZ2247                         *CURRENT SURVEY CONTROL
 GZ2247  ___________________________________________________________________
 GZ2247* NAD 83(1986)-  37 23 39.     (N)    085 52 58.     (W)     SCALED    
 GZ2247* NAVD 88     -       251.99   (+/-2cm)     826.7    (feet)  VERTCON   
 GZ2247  ___________________________________________________________________
 GZ2247  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GZ2247
 GZ2247  VERT ORDER  -  ? (See Below)
 GZ2247
 GZ2247.The horizontal coordinates were scaled from a topographic map and have
 GZ2247.an estimated accuracy of +/- 6 seconds.
 GZ2247
 GZ2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2247.The vertical order pertains to the NGVD 29 superseded value.
 GZ2247
 GZ2247.The geoid height was determined by GEOID03.
 GZ2247
 GZ2247;                    North         East    Units  Estimated Accuracy
 GZ2247;SPC KY1Z     - 1,117,740.    1,488,240.      MT  (+/- 180 meters Scaled)
 GZ2247
 GZ2247                          SUPERSEDED SURVEY CONTROL
 GZ2247
 GZ2247  NGVD 29 (??/??/92)  252.108  (m)          827.12   (f) ADJ UNCH    ?  
 GZ2247
 GZ2247.Superseded values are not recommended for survey control.
 GZ2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2247.See file dsdata.txt to determine how the superseded data were derived.
 GZ2247
 GZ2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG988391(NAD 83)
 GZ2247_MARKER: DR = REFERENCE MARK DISK
 GZ2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2247_STAMPING: I65-T37-RM 1-1959
 GZ2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2247+STABILITY: SURFACE MOTION
 GZ2247
 GZ2247  HISTORY     - Date     Condition        Report By
 GZ2247  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2247  HISTORY     - 1982     GOOD             KYDT
 GZ2247
 GZ2247                          STATION DESCRIPTION
 GZ2247
 GZ2247'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2247'1.9 MI NE FROM BONNIEVILLE.
 GZ2247'TO REACH STATION FROM BRIDGE OVER BACON CREEK, IN BONNIEVILLE,
 GZ2247'GO NORTH ON U.S. HIGHWAY 31-W FOR 0.1 MILE TO ROAD RIGHT.  TURN
 GZ2247'RIGHT AND GO 1.75 MILES ALONG GRAVEL ROAD TO FIELD ROAD ON THE
 GZ2247'LEFT.  TURN LEFT AND GO 0.45 MILE TO FORK IN ROAD* AND END OF
 GZ2247'4-WHEEL DRIVE VEHICULAR TRAVEL.  TAKE LEFT FORK AND WALK 500 FEET
 GZ2247'TO DIM FORK IN TRAIL LEFT.  TAKE LEFT FORK AND WALK WEST
 GZ2247'PARALLELING A FENCE FOR APPROXIMATELY 400 FEET TO HIGHEST POINT
 GZ2247'OF RIDGE AND STATION ON LEFT.  EAST OF STATION, 2.5 FEET SOUTH
 GZ2247'OF EAST-WEST FENCE LINE AND IS ABOUT 7 FEET LOWER THAN THE
 GZ2247'STATION.  MARK PROJECTS 1-INCH AND STAMPED I65-T37-RM 1-1959.
 GZ2247'STANDARD TABLET IN CONCRETE CYLINDER.
 GZ2247
 GZ2247                          STATION RECOVERY (1982)
 GZ2247
 GZ2247'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2248 ***********************************************************************
 GZ2248  DESIGNATION -  I65 T 37 RM 2
 GZ2248  PID         -  GZ2248
 GZ2248  STATE/COUNTY-  KY/HART
 GZ2248  USGS QUAD   -  UPTON (1993)
 GZ2248
 GZ2248                         *CURRENT SURVEY CONTROL
 GZ2248  ___________________________________________________________________
 GZ2248* NAD 83(1986)-  37 23 39.     (N)    085 52 58.     (W)     SCALED    
 GZ2248* NAVD 88     -       253.43   (+/-2cm)     831.5    (feet)  VERTCON   
 GZ2248  ___________________________________________________________________
 GZ2248  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GZ2248
 GZ2248  VERT ORDER  -  ? (See Below)
 GZ2248
 GZ2248.The horizontal coordinates were scaled from a topographic map and have
 GZ2248.an estimated accuracy of +/- 6 seconds.
 GZ2248
 GZ2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2248.The vertical order pertains to the NGVD 29 superseded value.
 GZ2248
 GZ2248.The geoid height was determined by GEOID03.
 GZ2248
 GZ2248;                    North         East    Units  Estimated Accuracy
 GZ2248;SPC KY1Z     - 1,117,740.    1,488,240.      MT  (+/- 180 meters Scaled)
 GZ2248
 GZ2248                          SUPERSEDED SURVEY CONTROL
 GZ2248
 GZ2248  NGVD 29 (??/??/92)  253.548  (m)          831.85   (f) ADJ UNCH    ?  
 GZ2248
 GZ2248.Superseded values are not recommended for survey control.
 GZ2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2248.See file dsdata.txt to determine how the superseded data were derived.
 GZ2248
 GZ2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG988391(NAD 83)
 GZ2248_MARKER: DR = REFERENCE MARK DISK
 GZ2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2248_STAMPING: I65-T37-RM 2-1959
 GZ2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2248+STABILITY: SURFACE MOTION
 GZ2248
 GZ2248  HISTORY     - Date     Condition        Report By
 GZ2248  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2248  HISTORY     - 1982     GOOD             KYDT
 GZ2248
 GZ2248                          STATION DESCRIPTION
 GZ2248
 GZ2248'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2248'1.9 MI NE FROM BONNIEVILLE.
 GZ2248'TO REACH STATION FROM BRIDGE OVER BACON CREEK, IN BONNIEVILLE,
 GZ2248'GO NORTH ON U.S. HIGHWAY 31-W FOR 0.1 MILE TO ROAD RIGHT.  TURN
 GZ2248'RIGHT AND GO 1.75 MILES ALONG GRAVEL ROAD TO FIELD ROAD ON THE
 GZ2248'LEFT.  TURN LEFT AND GO 0.45 MILE TO FORK IN ROAD* AND END OF
 GZ2248'4-WHEEL DRIVE VEHICULAR TRAVEL.  TAKE LEFT FORK AND WALK 500 FEET
 GZ2248'TO DIM FORK IN TRAIL LEFT.  TAKE LEFT FORK AND WALK WEST
 GZ2248'PARALLELING A FENCE APPROXIMATELY 400 FEET TO HIGHEST POINT OF
 GZ2248'RIDGE AND STATION ON LEFT.  NORTH OF STATION, 23.5 FEET NORTHEAST
 GZ2248'OF AN 18-INCH WHITE OAK TREE, 12.5 FEET NORTH OF EAST-WEST
 GZ2248'FENCE LINE AND IS 5 FEET LOWER THAN STATION.  MARK PROJECTS 1
 GZ2248'INCH AND IS STAMPED I65-T37-RM 2-1959.  STANDARD TABLET IN
 GZ2248'CONCRETE CYLINDER.
 GZ2248
 GZ2248                          STATION RECOVERY (1982)
 GZ2248
 GZ2248'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2771 ***********************************************************************
 GZ2771  DESIGNATION -  I65 T 38
 GZ2771  PID         -  GZ2771
 GZ2771  STATE/COUNTY-  KY/HART
 GZ2771  USGS QUAD   -  UPTON (1993)
 GZ2771
 GZ2771                         *CURRENT SURVEY CONTROL
 GZ2771  ___________________________________________________________________
 GZ2771* NAD 83(1993)-  37 25 25.96598(N)    085 52 43.59345(W)     ADJUSTED  
 GZ2771* NAVD 88     -       272.5    (meters)     894.     (feet)  VERTCON   
 GZ2771  ___________________________________________________________________
 GZ2771  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 GZ2771  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GZ2771
 GZ2771  HORZ ORDER  -  SECOND
 GZ2771
 GZ2771.The horizontal coordinates were established by classical geodetic methods
 GZ2771.and adjusted by the National Geodetic Survey in December 1995..
 GZ2771
 GZ2771.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2771
 GZ2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2771
 GZ2771.The geoid height was determined by GEOID03.
 GZ2771
 GZ2771;                    North         East     Units Scale Factor Converg.
 GZ2771;SPC KY1Z     - 1,121,040.116 1,488,602.113   MT  0.99993594   -0 04 44.6
 GZ2771;SPC KY1Z     - 3,677,945.78  4,883,855.43   sFT  0.99993594   -0 04 44.6
 GZ2771;SPC KY S     -   621,030.536   488,601.991   MT  0.99994662   -0 04 41.2
 GZ2771;SPC KY S     - 2,037,497.68  1,603,021.70   sFT  0.99994662   -0 04 41.2
 GZ2771;UTM  16      - 4,142,486.322   599,207.264   MT  0.99972123   +0 40 53.2
 GZ2771
 GZ2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2771!SPC KY1Z     -   0.99996227  x   0.99993594  =   0.99989821
 GZ2771!SPC KY S     -   0.99996227  x   0.99994662  =   0.99990889
 GZ2771!UTM  16      -   0.99996227  x   0.99972123  =   0.99968351
 GZ2771
 GZ2771:                Primary Azimuth Mark                     Grid Az
 GZ2771:SPC KY1Z     -  I65 T 38 AZ MK                           003 49 00.7
 GZ2771:SPC KY S     -  I65 T 38 AZ MK                           003 48 57.3
 GZ2771:UTM  16      -  I65 T 38 AZ MK                           003 03 22.9
 GZ2771
 GZ2771|---------------------------------------------------------------------|
 GZ2771| PID    Reference Object                     Distance      Geod. Az  |
 GZ2771|                                                           dddmmss.s |
 GZ2771| GZ2250 I65 T 38 AZ MK                                     0034416.1 |
 GZ2771| CG8119 I65 T 38 RM 1                        19.960 METERS 17433     |
 GZ2771| CG8120 I65 T 38 RM 2                        15.552 METERS 26459     |
 GZ2771|---------------------------------------------------------------------|
 GZ2771
 GZ2771                          SUPERSEDED SURVEY CONTROL
 GZ2771
 GZ2771  NAD 83(1986)-  37 25 25.97423(N)    085 52 43.60035(W) AD(       ) 2
 GZ2771  NAD 27      -  37 25 25.76200(N)    085 52 43.72780(W) AD(       ) 2
 GZ2771  NGVD 29 (07/19/86)  272.6    (m)          894.     (f) VERT ANG       
 GZ2771
 GZ2771.Superseded values are not recommended for survey control.
 GZ2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2771.See file dsdata.txt to determine how the superseded data were derived.
 GZ2771
 GZ2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9920742486(NAD 83)
 GZ2771_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2771_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GZ2771
 GZ2771  HISTORY     - Date     Condition        Report By
 GZ2771  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2771
 GZ2771                          STATION DESCRIPTION
 GZ2771
 GZ2771'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959 (EB)
 GZ2771'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF UPTON, ABOUT 0.7 MILE
 GZ2771'EAST OF U.S. HIGHWAY 31-W ON HILL KNOWN AS GARDNER KNOB.
 GZ2771'
 GZ2771'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31-W AND STATE
 GZ2771'HIGHWAY 224, AT SOUTH EDGE OF UPTON, GO SOUTH ON U.S. 31-W FOR 1.55
 GZ2771'MILES TO SIDE ROAD ON LEFT. TURN LEFT AND GO 0.65 MILE (ON 4-WHEEL
 GZ2771'DRIVE VEHICULAR ROAD) TO Y-FORK.  TAKE RIGHT FORK AND GO 0.15 MILE
 GZ2771'TO T-ROAD RIGHT. TURN RIGHT AND GO 0.05 MILE TO AZIMUTH MARK ON RIGHT
 GZ2771'AS DESCRIBED.  CONTINUE SOUTH ALONG MAIN FARM ROAD FOR 0.25 MILE
 GZ2771'TO BASE OF HILL AND END OF TRUCK TRAVEL. PROCEED SOUTHWEST AND UPHILL
 GZ2771'TO HIGHEST POINT AND STATION.
 GZ2771'
 GZ2771'STATION MARK IS 105 FEET NORTH OF FENCE ON SOUTH SLOPE AND 52 FEET
 GZ2771'EAST OF FENCE ON WEST SLOPE. MARK PROJECTS 1-INCH AND IS STAMPED
 GZ2771'I65-T38-RM 1-1959.
 GZ2771'
 GZ2771'REFERENCE MARK 1 IS SOUTH OF STATION ON SOUTH SLOPE OF HILL, 41 FEET
 GZ2771'NORTH OF FENCE ON SOUTH SLOPE AND 41 FEET EAST OF 10 INCH RED OAK
 GZ2771'TREE.  MARK IS 4 FEET LOWER THAN STATION, PROJECTS 1 INCH AND IS
 GZ2771'STAMPED I65-T38-RM 1 1959.
 GZ2771'
 GZ2771'REFERENCE MARK 2 IS WEST OF STATION, 100 FEET NORTH OF FENCE CORNER
 GZ2771'ON SOUTHWEST SLOPE AND 1.5 FEET EAST OF FENCE ON WEST SLOPE. MARK
 GZ2771'PROJECTS 1-INCH AND IS STAMPED I65-T38-RM 2-1959.
 GZ2771'
 GZ2771'AZIMUTH MARK IS SET IN EAST-WEST WOODS LINE, 14 FEET WEST OF
 GZ2771'APPROXIMATE CENTER OF ROAD AND 2 FEET WEST OF DIM TRAIL
 GZ2771'PARALLELING ROAD. MARK PROJECTS 1-INCH AND IS STAMPED I65-T38-1959.
 GZ2771'
 GZ2771'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE KENTUCKY
 GZ2771'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE CYLINDERS AS
 GZ2771'DESCRIBED.
 GZ2771'
 GZ2771'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2250 ***********************************************************************
 GZ2250  DESIGNATION -  I65 T 38 AZ MK
 GZ2250  PID         -  GZ2250
 GZ2250  STATE/COUNTY-  KY/HART
 GZ2250  USGS QUAD   -  UPTON (1993)
 GZ2250
 GZ2250                         *CURRENT SURVEY CONTROL
 GZ2250  ___________________________________________________________________
 GZ2250* NAD 83(1986)-  37 25 41.     (N)    085 52 42.     (W)     SCALED    
 GZ2250* NAVD 88     -       222.998  (meters)     731.62   (feet)  ADJUSTED  
 GZ2250  ___________________________________________________________________
 GZ2250  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GZ2250  DYNAMIC HT  -         222.825 (meters)     731.05  (feet)  COMP
 GZ2250  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 GZ2250
 GZ2250  VERT ORDER  -  SECOND    CLASS 0
 GZ2250
 GZ2250.The horizontal coordinates were scaled from a topographic map and have
 GZ2250.an estimated accuracy of +/- 6 seconds.
 GZ2250
 GZ2250.The orthometric height was determined by differential leveling
 GZ2250.and adjusted by the National Geodetic Survey in June 1991..
 GZ2250
 GZ2250.The geoid height was determined by GEOID03.
 GZ2250
 GZ2250.The dynamic height is computed by dividing the NAVD 88
 GZ2250.geopotential number by the normal gravity value computed on the
 GZ2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2250.degrees latitude (g = 980.6199 gals.).
 GZ2250
 GZ2250.The modeled gravity was interpolated from observed gravity values.
 GZ2250
 GZ2250;                    North         East    Units  Estimated Accuracy
 GZ2250;SPC KY1Z     - 1,121,500.    1,488,640.      MT  (+/- 180 meters Scaled)
 GZ2250
 GZ2250                          SUPERSEDED SURVEY CONTROL
 GZ2250
 GZ2250  NGVD 29 (??/??/92)  223.107  (m)          731.98   (f) ADJ UNCH    2 0
 GZ2250
 GZ2250.Superseded values are not recommended for survey control.
 GZ2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2250.See file dsdata.txt to determine how the superseded data were derived.
 GZ2250
 GZ2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG992429(NAD 83)
 GZ2250_MARKER: DZ = AZIMUTH MARK DISK
 GZ2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2250_STAMPING: I65-T38-1959
 GZ2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2250+STABILITY: SURFACE MOTION
 GZ2250
 GZ2250  HISTORY     - Date     Condition        Report By
 GZ2250  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2250
 GZ2250                          STATION DESCRIPTION
 GZ2250
 GZ2250'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2250'3 MI SE FROM UPTON.
 GZ2250'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31-W AND
 GZ2250'STATE HIGHWAY 224, AT SOUTH EDGE OF UPTON, GO SOUTH ON U.S. 31-W
 GZ2250'FOR 1.55 MILES TO SIDE ROAD ON LEFT.  TURN LEFT AND GO 0.65
 GZ2250'MILE (ON 4-WHEEL DRIVE VEHICULAR ROAD) TO Y-FORK.  TAKE RIGHT
 GZ2250'FORK AND GO 0.15 MILE TO T-ROAD RIGHT.  TURN RIGHT AND GO 0.05
 GZ2250'MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE SOUTH ALONG
 GZ2250'MAIN FARM ROAD FOR 0.25 MILE TO BASE OF HILL AND END OF TRACK
 GZ2250'TRAVEL.  PROCEED SOUTHWEST AND UPHILL TO HIGHEST POINT AND
 GZ2250'STATION.  SET IN EAST-WEST WOODS LINE, 14 FEET WEST OF
 GZ2250'APPROXIMATE CENTER OF ROAD AND 2 FEET WEST OF DIM TRAIL
 GZ2250'PARALLELING ROAD.  MARK PROJECTS 1-INCH AND IS STAMPED
 GZ2250'I65-T38-1959.  STANDARD TABLET IN CONCRETE CYLINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2252 ***********************************************************************
 GZ2252  DESIGNATION -  I65 T 39
 GZ2252  PID         -  GZ2252
 GZ2252  STATE/COUNTY-  KY/LARUE
 GZ2252  USGS QUAD   -  UPTON (1993)
 GZ2252
 GZ2252                         *CURRENT SURVEY CONTROL
 GZ2252  ___________________________________________________________________
 GZ2252* NAD 83(1993)-  37 26 49.47731(N)    085 53 03.66341(W)     ADJUSTED  
 GZ2252* NAVD 88     -       261.445  (meters)     857.76   (feet)  ADJUSTED  
 GZ2252  ___________________________________________________________________
 GZ2252  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 GZ2252  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GZ2252  DYNAMIC HT  -         261.243 (meters)     857.09  (feet)  COMP
 GZ2252  MODELED GRAV-     979,851.6   (mgal)                       NAVD 88
 GZ2252
 GZ2252  HORZ ORDER  -  SECOND
 GZ2252  VERT ORDER  -  SECOND    CLASS 0
 GZ2252
 GZ2252.The horizontal coordinates were established by classical geodetic methods
 GZ2252.and adjusted by the National Geodetic Survey in December 1995..
 GZ2252
 GZ2252.The orthometric height was determined by differential leveling
 GZ2252.and adjusted by the National Geodetic Survey in June 1991..
 GZ2252
 GZ2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2252
 GZ2252.The geoid height was determined by GEOID03.
 GZ2252
 GZ2252.The dynamic height is computed by dividing the NAVD 88
 GZ2252.geopotential number by the normal gravity value computed on the
 GZ2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2252.degrees latitude (g = 980.6199 gals.).
 GZ2252
 GZ2252.The modeled gravity was interpolated from observed gravity values.
 GZ2252
 GZ2252;                    North         East     Units Scale Factor Converg.
 GZ2252;SPC KY1Z     - 1,123,615.243 1,488,112.381   MT  0.99993285   -0 04 57.0
 GZ2252;SPC KY1Z     - 3,686,394.34  4,882,248.70   sFT  0.99993285   -0 04 57.0
 GZ2252;SPC KY S     -   623,605.688   488,112.208   MT  0.99994734   -0 04 53.3
 GZ2252;SPC KY S     - 2,045,946.33  1,601,414.80   sFT  0.99994734   -0 04 53.3
 GZ2252;UTM  16      - 4,145,054.172   598,683.499   MT  0.99971995   +0 40 42.2
 GZ2252
 GZ2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2252!SPC KY1Z     -   0.99996401  x   0.99993285  =   0.99989686
 GZ2252!SPC KY S     -   0.99996401  x   0.99994734  =   0.99991135
 GZ2252!UTM  16      -   0.99996401  x   0.99971995  =   0.99968397
 GZ2252
 GZ2252|---------------------------------------------------------------------|
 GZ2252| PID    Reference Object                     Distance      Geod. Az  |
 GZ2252|                                                           dddmmss.s |
 GZ2252| GZ2254 I65 T 39 RM 1                        24.900 METERS 13010     |
 GZ2252| GZ2255 I65 T 39 RM 2                        15.252 METERS 21458     |
 GZ2252| GZ2253 I65 T 39 AZ MK                                     3281719.6 |
 GZ2252|---------------------------------------------------------------------|
 GZ2252
 GZ2252                          SUPERSEDED SURVEY CONTROL
 GZ2252
 GZ2252  NAD 83(1986)-  37 26 49.48537(N)    085 53 03.67025(W) AD(       ) 2
 GZ2252  NAD 27      -  37 26 49.26900(N)    085 53 03.79770(W) AD(       ) 2
 GZ2252  NGVD 29 (??/??/92)  261.553  (m)          858.11   (f) ADJ UNCH    2 0
 GZ2252
 GZ2252.Superseded values are not recommended for survey control.
 GZ2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2252.See file dsdata.txt to determine how the superseded data were derived.
 GZ2252
 GZ2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9868345054(NAD 83)
 GZ2252_MARKER: DD = SURVEY DISK
 GZ2252_SETTING: 80 = SET IN A BOULDER
 GZ2252_SP_SET: BOULDER
 GZ2252_STAMPING: I65-T39-1959
 GZ2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2252+STABILITY: SURFACE MOTION
 GZ2252
 GZ2252  HISTORY     - Date     Condition        Report By
 GZ2252  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2252  HISTORY     - 1959     GOOD             KYHD
 GZ2252  HISTORY     - 1982     GOOD             KYDT
 GZ2252
 GZ2252                          STATION DESCRIPTION
 GZ2252
 GZ2252'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959 (EB)
 GZ2252'STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF UPTON, ON TOP OF
 GZ2252'WOODED HILL ON LAND OWNED BY JIM PENCE.
 GZ2252'
 GZ2252'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 31-W AND STATE
 GZ2252'HIGHWAY 224, SOUTH OF UPTON, GO SOUTH ALONG U.S. 31-W FOR 0.95 MILE
 GZ2252'TO A DIM FIELD ROAD ON THE LEFT. TURN LEFT AND GO EAST ALONG FIELD
 GZ2252'ROAD FOR 0.35 MILE TO END OF TRUCK TRAVEL. (THIS ROAD CAN BE
 GZ2252'TRAVELED BY 4-WHEEL DRIVE VEHICLE ONLY). CONTINUE EAST TO THE TOP OF
 GZ2252'A WOODED HILL AND STATION
 GZ2252'
 GZ2252'TO REACH AZIMUTH MARK FROM THE INTERSECTION OF U.S. 31-W AND STATE
 GZ2252'HIGHWAY 224, SOUTH OF UPTON, GO SOUTH FOR 0.45 MILE TO A DRIVE ON
 GZ2252'THE LEFT. TURN LEFT AND GO ALONG DRIVE PARALLELING HIGHWAY FOR 0.15
 GZ2252'MILE TO STATION.
 GZ2252'
 GZ2252'STATION MARK IS SET ON THE HIGHEST POINT OF A HILL, 5.0 FEET
 GZ2252'SOUTHWEST OF 6-INCH CEDAR TREE AND 3.5 FEET SOUTHEAST OF AN AN 8-INCH
 GZ2252'ASH TREE WITH TRIANGULAR BLAZE. MARK IS SET IN A DRILLED HOLE IN A 2
 GZ2252'FEET BY 6 FEET BOULDER AND IS STAMPED I65-T39-1959.
 GZ2252'
 GZ2252'REFERENCE MARK 1 IS SOUTHEAST OF STATION ON THE SOUTHEAST SLOPE OF A
 GZ2252'WOODED HILL, ABOUT 4 FEET LOWER THAN THE STATION.  MARK IS SET IN
 GZ2252'DRILLED HOLE IN A 2 FEET BY 2 FEET LIMESTONE BOULDER AND IS STAMPED
 GZ2252'I65-T39-RM 1-1959.
 GZ2252'
 GZ2252'REFERENCE MARK 2 IS SOUTHWEST OF STATION ON THE SOUTHWEST SLOPE OF A
 GZ2252'WOODED HILL, ABOUT 3 FEET LOWER THAN THE STATION.  MARK IS SET IN A
 GZ2252'DRILLED HOLE IN A 3 FEET BY 4 FEET LIMESTONE BOULDER AND IS STAMPED
 GZ2252'I65-T39-RM 2-1959.
 GZ2252'
 GZ2252'AZIMUTH MARK IS LOCATED ON LAND OWNED BY EDGAR MOODEY, 13.3 FEET
 GZ2252'NORTHEAST OF THE NORTHEAST CORNER OF A BARN AND 1 FOOT EAST OF A
 GZ2252'FENCE. MARK IS KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 GZ2252'CONCRETE CYLINDER AND PROJECTING 4 INCHES AND IS STAMPED
 GZ2252'I65-T39-1959.
 GZ2252'
 GZ2252'STATION MARK AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ2252'SURVEY TABLETS SET AS DESCRIBED.
 GZ2252'
 GZ2252'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GZ2252
 GZ2252                          STATION RECOVERY (1959)
 GZ2252
 GZ2252'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2252'1.5 MI SE FROM UPTON.
 GZ2252'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 31-W AND
 GZ2252'STATE HIGHWAY 224, SOUTH OF UPTON, GO SOUTH ALONG U.S. 31-W FOR
 GZ2252'0.95 MILE TO A DIM FIELD ROAD ON THE LEFT.  TURN LEFT AND GO EAST
 GZ2252'ALONG FIELD ROAD FOR 0.35 MILE TO END OF TRUCK TRAVEL.  (THIS
 GZ2252'ROAD CAN BE TRAVELED BY 4-WHEEL DRIVE VEHICLE ONLY).  CONTINUE
 GZ2252'EAST TO THE TOP OF A WOODED HILL AND STATION.  STATION MARK IS
 GZ2252'SET ON THE HIGHEST POINT OF A HILL, 5.0 FEET SOUTHWEST OF 6-INCH
 GZ2252'CEDAR TREE AND 3.5 FEET SOUTHEAST OF AN 8-INCH ASH TREE WITH
 GZ2252'TRIANGULAR BLAZE.  MARK IS SET IN A DRILLED HOLE IN A 2 FEET
 GZ2252'BY 6 FEET BOULDER AND IS STAMPED I65-T39-1959.
 GZ2252
 GZ2252                          STATION RECOVERY (1982)
 GZ2252
 GZ2252'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2253 ***********************************************************************
 GZ2253  DESIGNATION -  I65 T 39 AZ MK
 GZ2253  PID         -  GZ2253
 GZ2253  STATE/COUNTY-  KY/LARUE
 GZ2253  USGS QUAD   -  UPTON (1993)
 GZ2253
 GZ2253                         *CURRENT SURVEY CONTROL
 GZ2253  ___________________________________________________________________
 GZ2253* NAD 83(1986)-  37 27 11.     (N)    085 53 21.     (W)     SCALED    
 GZ2253* NAVD 88     -       249.723  (meters)     819.30   (feet)  ADJUSTED  
 GZ2253  ___________________________________________________________________
 GZ2253  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GZ2253  DYNAMIC HT  -         249.530 (meters)     818.67  (feet)  COMP
 GZ2253  MODELED GRAV-     979,851.8   (mgal)                       NAVD 88
 GZ2253
 GZ2253  VERT ORDER  -  SECOND    CLASS 0
 GZ2253
 GZ2253.The horizontal coordinates were scaled from a topographic map and have
 GZ2253.an estimated accuracy of +/- 6 seconds.
 GZ2253
 GZ2253.The orthometric height was determined by differential leveling
 GZ2253.and adjusted by the National Geodetic Survey in June 1991..
 GZ2253
 GZ2253.The geoid height was determined by GEOID03.
 GZ2253
 GZ2253.The dynamic height is computed by dividing the NAVD 88
 GZ2253.geopotential number by the normal gravity value computed on the
 GZ2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2253.degrees latitude (g = 980.6199 gals.).
 GZ2253
 GZ2253.The modeled gravity was interpolated from observed gravity values.
 GZ2253
 GZ2253;                    North         East    Units  Estimated Accuracy
 GZ2253;SPC KY1Z     - 1,124,280.    1,487,690.      MT  (+/- 180 meters Scaled)
 GZ2253
 GZ2253                          SUPERSEDED SURVEY CONTROL
 GZ2253
 GZ2253  NGVD 29 (??/??/92)  249.830  (m)          819.65   (f) ADJ UNCH    2 0
 GZ2253
 GZ2253.Superseded values are not recommended for survey control.
 GZ2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2253.See file dsdata.txt to determine how the superseded data were derived.
 GZ2253
 GZ2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG982457(NAD 83)
 GZ2253_MARKER: DZ = AZIMUTH MARK DISK
 GZ2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2253_STAMPING: I65-T39-1959
 GZ2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2253+STABILITY: SURFACE MOTION
 GZ2253
 GZ2253  HISTORY     - Date     Condition        Report By
 GZ2253  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2253  HISTORY     - 1982     GOOD             KYDT
 GZ2253
 GZ2253                          STATION DESCRIPTION
 GZ2253
 GZ2253'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2253'1.5 MI SE FROM UPTON.
 GZ2253'AZIMUTH MARK IS LOCATED ON LAND OWNED BY EDGAR MOODEY, 13.3-FEET
 GZ2253'NORTHEAST OF THE NORTHEAST CORNER OF A BARN AND 1 FOOT EAST OF
 GZ2253'A FENCE.  MARK IS KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET
 GZ2253'SET IN CONCRETE CYLINDER AND PROJECTING 4 INCHES AND IS STAMPED
 GZ2253'I65-T39-1959.  TO REACH AZIMUTH MARK FROM THE INTERSECTION OF
 GZ2253'U.S. 31-W AND STATE HIGHWAY 224, SOUTH OF UPTON, GO SOUTH FOR
 GZ2253'0.45 MILE TO A DRIVE ON THE LEFT.  TURN LEFT AND GO ALONG DRIVE
 GZ2253'PARALLELING THE HIGHWAY FOR 0.15 MILE TO STATION.  TABLET SET
 GZ2253'IN CONCRETE CYLINDER.
 GZ2253
 GZ2253                          STATION RECOVERY (1982)
 GZ2253
 GZ2253'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2254 ***********************************************************************
 GZ2254  DESIGNATION -  I65 T 39 RM 1
 GZ2254  PID         -  GZ2254
 GZ2254  STATE/COUNTY-  KY/LARUE
 GZ2254  USGS QUAD   -  UPTON (1993)
 GZ2254
 GZ2254                         *CURRENT SURVEY CONTROL
 GZ2254  ___________________________________________________________________
 GZ2254* NAD 83(1986)-  37 26 49.     (N)    085 53 03.     (W)     SCALED    
 GZ2254* NAVD 88     -       259.90   (+/-2cm)     852.7    (feet)  VERTCON   
 GZ2254  ___________________________________________________________________
 GZ2254  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GZ2254
 GZ2254  VERT ORDER  -  ? (See Below)
 GZ2254
 GZ2254.The horizontal coordinates were scaled from a topographic map and have
 GZ2254.an estimated accuracy of +/- 6 seconds.
 GZ2254
 GZ2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2254.The vertical order pertains to the NGVD 29 superseded value.
 GZ2254
 GZ2254.The geoid height was determined by GEOID03.
 GZ2254
 GZ2254;                    North         East    Units  Estimated Accuracy
 GZ2254;SPC KY1Z     - 1,123,600.    1,488,130.      MT  (+/- 180 meters Scaled)
 GZ2254
 GZ2254                          SUPERSEDED SURVEY CONTROL
 GZ2254
 GZ2254  NGVD 29 (??/??/92)  260.012  (m)          853.06   (f) ADJ UNCH    ?  
 GZ2254
 GZ2254.Superseded values are not recommended for survey control.
 GZ2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2254.See file dsdata.txt to determine how the superseded data were derived.
 GZ2254
 GZ2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG987450(NAD 83)
 GZ2254_MARKER: DR = REFERENCE MARK DISK
 GZ2254_SETTING: 80 = SET IN A BOULDER
 GZ2254_SP_SET: BOULDER
 GZ2254_STAMPING: I65-T39-RM 1-1959
 GZ2254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2254+STABILITY: SURFACE MOTION
 GZ2254
 GZ2254  HISTORY     - Date     Condition        Report By
 GZ2254  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2254  HISTORY     - 1982     GOOD             KYDT
 GZ2254
 GZ2254                          STATION DESCRIPTION
 GZ2254
 GZ2254'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2254'1.5 MI SE FROM UPTON.
 GZ2254'REFERENCE MARK 1 IS SOUTHEAST OF STATION ON THE SOUTHEAST SLOPE
 GZ2254'OF A WOODED HILL, ABOUT 4 FEET LOWER THAN THE STATION.  MARK IS
 GZ2254'SET IN DRILLED HOLE IN A 2 FEET BY 2 FEET LIMESTONE BOULDER AND
 GZ2254'IS STAMPED I65-T39-RM 1-1959.
 GZ2254
 GZ2254                          STATION RECOVERY (1982)
 GZ2254
 GZ2254'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2255 ***********************************************************************
 GZ2255  DESIGNATION -  I65 T 39 RM 2
 GZ2255  PID         -  GZ2255
 GZ2255  STATE/COUNTY-  KY/LARUE
 GZ2255  USGS QUAD   -  UPTON (1993)
 GZ2255
 GZ2255                         *CURRENT SURVEY CONTROL
 GZ2255  ___________________________________________________________________
 GZ2255* NAD 83(1986)-  37 26 49.     (N)    085 53 03.     (W)     SCALED    
 GZ2255* NAVD 88     -       260.95   (+/-2cm)     856.1    (feet)  VERTCON   
 GZ2255  ___________________________________________________________________
 GZ2255  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GZ2255
 GZ2255  VERT ORDER  -  ? (See Below)
 GZ2255
 GZ2255.The horizontal coordinates were scaled from a topographic map and have
 GZ2255.an estimated accuracy of +/- 6 seconds.
 GZ2255
 GZ2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2255.The vertical order pertains to the NGVD 29 superseded value.
 GZ2255
 GZ2255.The geoid height was determined by GEOID03.
 GZ2255
 GZ2255;                    North         East    Units  Estimated Accuracy
 GZ2255;SPC KY1Z     - 1,123,600.    1,488,130.      MT  (+/- 180 meters Scaled)
 GZ2255
 GZ2255                          SUPERSEDED SURVEY CONTROL
 GZ2255
 GZ2255  NGVD 29 (??/??/92)  261.064  (m)          856.51   (f) ADJ UNCH    ?  
 GZ2255
 GZ2255.Superseded values are not recommended for survey control.
 GZ2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2255.See file dsdata.txt to determine how the superseded data were derived.
 GZ2255
 GZ2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG987450(NAD 83)
 GZ2255_MARKER: DR = REFERENCE MARK DISK
 GZ2255_SETTING: 80 = SET IN A BOULDER
 GZ2255_SP_SET: BOULDER
 GZ2255_STAMPING: I65-T39-RM 2-1959
 GZ2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2255+STABILITY: SURFACE MOTION
 GZ2255
 GZ2255  HISTORY     - Date     Condition        Report By
 GZ2255  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2255  HISTORY     - 1982     GOOD             KYDT
 GZ2255
 GZ2255                          STATION DESCRIPTION
 GZ2255
 GZ2255'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2255'1.5 MI SE FROM UPTON.
 GZ2255'REFERENCE MARK 2 IS SOUTHWEST OF STATION ON THE SOUTHWEST SLOPE
 GZ2255'OF A WOODED HILL, ABOUT 3 FEET LOWER THAN THE STATION.  MARK IS
 GZ2255'SET IN A DRILLED HOLE IN A 3 FEET BY 4 FEET LIMESTONE BOULDER
 GZ2255'AND IS STAMPED I65-T39-RM 2-1959.
 GZ2255
 GZ2255                          STATION RECOVERY (1982)
 GZ2255
 GZ2255'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2772 ***********************************************************************
 GZ2772  DESIGNATION -  I65 T 40
 GZ2772  PID         -  GZ2772
 GZ2772  STATE/COUNTY-  KY/LARUE
 GZ2772  USGS QUAD   -  UPTON (1993)
 GZ2772
 GZ2772                         *CURRENT SURVEY CONTROL
 GZ2772  ___________________________________________________________________
 GZ2772* NAD 83(1993)-  37 28 09.70553(N)    085 52 45.69519(W)     ADJUSTED  
 GZ2772* NAVD 88     -       263.7    (meters)     865.     (feet)  VERTCON   
 GZ2772  ___________________________________________________________________
 GZ2772  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 GZ2772  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GZ2772
 GZ2772  HORZ ORDER  -  SECOND
 GZ2772
 GZ2772.The horizontal coordinates were established by classical geodetic methods
 GZ2772.and adjusted by the National Geodetic Survey in December 1995..
 GZ2772
 GZ2772.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2772
 GZ2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2772
 GZ2772.The geoid height was determined by GEOID03.
 GZ2772
 GZ2772;                    North         East     Units Scale Factor Converg.
 GZ2772;SPC KY1Z     - 1,126,087.844 1,488,557.437   MT  0.99993003   -0 04 45.9
 GZ2772;SPC KY1Z     - 3,694,506.53  4,883,708.86   sFT  0.99993003   -0 04 45.9
 GZ2772;SPC KY S     -   626,078.337   488,557.229   MT  0.99994818   -0 04 42.4
 GZ2772;SPC KY S     - 2,054,058.68  1,602,874.84   sFT  0.99994818   -0 04 42.4
 GZ2772;UTM  16      - 4,147,531.943   599,095.587   MT  0.99972096   +0 40 54.4
 GZ2772
 GZ2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2772!SPC KY1Z     -   0.99996367  x   0.99993003  =   0.99989370
 GZ2772!SPC KY S     -   0.99996367  x   0.99994818  =   0.99991185
 GZ2772!UTM  16      -   0.99996367  x   0.99972096  =   0.99968464
 GZ2772
 GZ2772|---------------------------------------------------------------------|
 GZ2772| PID    Reference Object                     Distance      Geod. Az  |
 GZ2772|                                                           dddmmss.s |
 GZ2772| CG8121 I65 T 40 RM 1                        14.079 METERS 08150     |
 GZ2772| CG8122 I65 T 40 RM 2                        17.704 METERS 17709     |
 GZ2772| GZ2252 I65 T 39                            APPROX. 2.5 KM 1900727.4 |
 GZ2772|---------------------------------------------------------------------|
 GZ2772
 GZ2772                          SUPERSEDED SURVEY CONTROL
 GZ2772
 GZ2772  NAD 83(1986)-  37 28 09.71338(N)    085 52 45.70216(W) AD(       ) 2
 GZ2772  NAD 27      -  37 28 09.49410(N)    085 52 45.83240(W) AD(       ) 2
 GZ2772  NGVD 29 (07/19/86)  263.8    (m)          865.     (f) VERT ANG       
 GZ2772
 GZ2772.Superseded values are not recommended for survey control.
 GZ2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2772.See file dsdata.txt to determine how the superseded data were derived.
 GZ2772
 GZ2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9909647532(NAD 83)
 GZ2772_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GZ2772
 GZ2772  HISTORY     - Date     Condition        Report By
 GZ2772  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2772
 GZ2772                          STATION DESCRIPTION
 GZ2772
 GZ2772'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959 (EB)
 GZ2772'STATION IS LOCATED ABOUT 1 MILE EAST OF UPTON ON A PROMINENT, CLEARED
 GZ2772'KNOLL ON LAND OWNED BY DILLARD PRIDDY.
 GZ2772'
 GZ2772'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 31-W AND STATE
 GZ2772'HIGHWAY 224, GO NORTH ON U.S.HIGHWAY 31-W FOR 0.75 MILE TO A SIDE
 GZ2772'ROAD ON THE RIGHT (OLD 31-W). TURN RIGHT AND GO NORTHEAST ALONG A
 GZ2772'PAVED ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT. TURN RIGHT AND
 GZ2772'GO EAST ALONG GRAVEL ROAD 0.2 MILE TO A GATE ENTERING PASTURE. TURN
 GZ2772'RIGHT, THROUGH GATE AND GO 0.1 MILE TO Y-FORK. TAKE LEFT FORK FOR
 GZ2772'0.05 MILE TO T-ROAD. TURN RIGHT AND GO 0.05 MILE TO A Y-FORK. TAKE
 GZ2772'LEFT FORK FOR 0.05 MILE TO T-ROAD. TURN RIGHT AND GO 0.05 MILE TO A
 GZ2772'Y-FORK. TAKE LEFT FORK AND GO 0.45 MILE TO THE END OF 4-WHEEL DRIVE
 GZ2772'VEHICLE TRAVEL. PROCEED EAST ALONG TOP OF RIDGE FOR APPROXIMATELY 800
 GZ2772'FEET TO THE HIGHEST POINT AND STATION.
 GZ2772'
 GZ2772'STATION MARK IS SET ON THE HIGHEST POINT OF A KNOLL, ABOUT 86 FEET
 GZ2772'NORTH OF A WOODS LINE ON THE SOUTH SLOPE AND 60 FEET FROM THE NORTH
 GZ2772'SLOPE. MARK PROJECTS 4 INCHES AND IS STAMPED I65-T40-1959.
 GZ2772'
 GZ2772'REFERENCE MARK 1 IS EAST OF THE STATION (APPROXIMATELY ALONG RIDGE
 GZ2772'LINE). MARK PROJECTS 4 INCHES AND IS STAMPED I65-T40-RM
 GZ2772'1-1959.
 GZ2772'
 GZ2772'REFERENCE MARK 2 IS SOUTH OF THE STATION ON THE SOUTH SLOPE OF HILL,
 GZ2772'ABOUT 2 FEET BELOW STATION LEVEL. MARK PROJECTS 3 INCHES AND IS
 GZ2772'STAMPED I65-T40-RM 2-1959.
 GZ2772'
 GZ2772'NO AZIMUTH MARK WAS SET AT THIS STATION BECAUSE OF HEAVILY WOODED
 GZ2772'AREA.
 GZ2772'
 GZ2772'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 GZ2772'HIGHWAYS SURVEY TABLETS SET IN CONCRETE CYLINDERS, AS DESCRIBED.
 GZ2772'
 GZ2772'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2259 ***********************************************************************
 GZ2259  DESIGNATION -  I65 T 41
 GZ2259  PID         -  GZ2259
 GZ2259  STATE/COUNTY-  KY/HARDIN
 GZ2259  USGS QUAD   -  UPTON (1993)
 GZ2259
 GZ2259                         *CURRENT SURVEY CONTROL
 GZ2259  ___________________________________________________________________
 GZ2259* NAD 83(1993)-  37 29 47.81297(N)    085 53 12.80273(W)     ADJUSTED  
 GZ2259* NAVD 88     -       231.668  (meters)     760.06   (feet)  ADJUSTED  
 GZ2259  ___________________________________________________________________
 GZ2259  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 GZ2259  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GZ2259  DYNAMIC HT  -         231.489 (meters)     759.48  (feet)  COMP
 GZ2259  MODELED GRAV-     979,851.5   (mgal)                       NAVD 88
 GZ2259
 GZ2259  HORZ ORDER  -  SECOND
 GZ2259  VERT ORDER  -  SECOND    CLASS 0
 GZ2259
 GZ2259.The horizontal coordinates were established by classical geodetic methods
 GZ2259.and adjusted by the National Geodetic Survey in December 1995..
 GZ2259
 GZ2259.The orthometric height was determined by differential leveling
 GZ2259.and adjusted by the National Geodetic Survey in June 1991..
 GZ2259
 GZ2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2259
 GZ2259.The geoid height was determined by GEOID03.
 GZ2259
 GZ2259.The dynamic height is computed by dividing the NAVD 88
 GZ2259.geopotential number by the normal gravity value computed on the
 GZ2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2259.degrees latitude (g = 980.6199 gals.).
 GZ2259
 GZ2259.The modeled gravity was interpolated from observed gravity values.
 GZ2259
 GZ2259;                    North         East     Units Scale Factor Converg.
 GZ2259;SPC KY1Z     - 1,129,113.192 1,487,895.816   MT  0.99992678   -0 05 02.6
 GZ2259;SPC KY1Z     - 3,704,432.20  4,881,538.19   sFT  0.99992678   -0 05 02.6
 GZ2259;SPC KY S     -   629,103.735   487,895.542   MT  0.99994941   -0 04 58.9
 GZ2259;SPC KY S     - 2,063,984.50  1,600,703.96   sFT  0.99994941   -0 04 58.9
 GZ2259;UTM  16      - 4,150,547.603   598,393.967   MT  0.99971925   +0 40 39.4
 GZ2259
 GZ2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2259!SPC KY1Z     -   0.99996871  x   0.99992678  =   0.99989549
 GZ2259!SPC KY S     -   0.99996871  x   0.99994941  =   0.99991812
 GZ2259!UTM  16      -   0.99996871  x   0.99971925  =   0.99968797
 GZ2259
 GZ2259|---------------------------------------------------------------------|
 GZ2259| PID    Reference Object                     Distance      Geod. Az  |
 GZ2259|                                                           dddmmss.s |
 GZ2259| GZ2260 I65 T 41 RM 1                        17.313 METERS 16732     |
 GZ2259| CG8124 I65 T 41 RM 2                        17.661 METERS 27741     |
 GZ2259| CG8123 I65 T 41 AZ MK                                     3021648.8 |
 GZ2259|---------------------------------------------------------------------|
 GZ2259
 GZ2259                          SUPERSEDED SURVEY CONTROL
 GZ2259
 GZ2259  NAD 83(1986)-  37 29 47.82106(N)    085 53 12.80997(W) AD(       ) 2
 GZ2259  NAD 27      -  37 29 47.60030(N)    085 53 12.94000(W) AD(       ) 2
 GZ2259  NGVD 29 (??/??/92)  231.774  (m)          760.41   (f) ADJ UNCH    2 0
 GZ2259
 GZ2259.Superseded values are not recommended for survey control.
 GZ2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2259.See file dsdata.txt to determine how the superseded data were derived.
 GZ2259
 GZ2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9839450548(NAD 83)
 GZ2259_MARKER: DD = SURVEY DISK
 GZ2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2259_STAMPING: I 65-T 41-1959
 GZ2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2259+STABILITY: SURFACE MOTION
 GZ2259
 GZ2259  HISTORY     - Date     Condition        Report By
 GZ2259  HISTORY     - 1959     MONUMENTED       KYHD
 GZ2259  HISTORY     - 1959     GOOD             KYHD
 GZ2259  HISTORY     - 1982     GOOD             KYDT
 GZ2259
 GZ2259                          STATION DESCRIPTION
 GZ2259
 GZ2259'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959 (EB)
 GZ2259'STATION IS LOCATED ABOUT 2.6 MILES NORTH OF UPTON, ON THE EAST SIDE
 GZ2259'OF L AND N RAILROAD.
 GZ2259'
 GZ2259'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 31-W AND
 GZ2259'STATE HIGHWAY 224, AT THE SOUTH EDGE OF UPTON, GO NORTH ON 31-W FOR
 GZ2259'2.3 MILES TO A GRAVEL ROAD ON THE LEFT. TURN LEFT AND GO 0.15 MILE TO
 GZ2259'RAILROAD CROSSING* AND STATION ON RIGHT.
 GZ2259'
 GZ2259'*TO REACH AZIMUTH MARK FROM THIS POINT CONTINUE AHEAD 250 FEET TO A
 GZ2259'PRIVATE ROAD ON THE RIGHT. TURN RIGHT AND GO 0.3 MILE TO STATION
 GZ2259'ON LEFT.
 GZ2259'
 GZ2259'STATION MARK IS LOCATED 106.6 FEET NORTHEAST OF RAILROAD CROSSING,
 GZ2259'23.2 FEET EAST OF THE EAST RAIL, 15.6 FEET WEST OF APPROXIMATE
 GZ2259'CENTER OF PRIVATE ROAD PARALLELING TRACK, AND 7.5 FEET WEST OF THE
 GZ2259'EAST RIGHT-OF-WAY FENCE. MARK IS SET FLUSH WITH GROUND
 GZ2259'SURFACE AND IS STAMPED I65-T41-1959.
 GZ2259'
 GZ2259'REFERENCE MARK 1 IS SOUTH OF STATION. IT IS 7 RAILS SOUTH OF
 GZ2259'MILE-POST 57, AT THE CROSSING OF A NARROW GRAVEL ROAD, 46 FEET
 GZ2259'NORTH OF THE APPROXIMATE CENTER OF ROAD, 30 FEET EAST OF THE EAST
 GZ2259'RAIL, 9 FEET WEST OF THE APPROXIMATE CENTER OF A PRIVATE ROAD
 GZ2259'PARALLELING THE TRACK, 6 FEET EAST OF A POLE, 1 FOOT WEST OF A FENCE
 GZ2259'LINE. MARK IS STANDARD U.S.C. AND G.S. BENCH MARK TABLET IN CONCRETE
 GZ2259'CYLINDER AND PROJECTS ABOUT 4 INCHES. IT IS STAMPED M-258-1951.
 GZ2259'
 GZ2259'REFERENCE MARK 2 IS WEST OF STATION, 28.0 FEET WEST OF THE WEST RAIL,
 GZ2259'24.8 FEET SOUTHEAST OF A FENCE CORNER, AND 2 FEET EAST OF THE WEST
 GZ2259'RIGHT-OF-WAY FENCE. MARK PROJECTS 2 INCHES AND IS STAMPED I65-T41-RM
 GZ2259'2-1959.
 GZ2259'
 GZ2259'THE AZIMUTH MARK IS ON THE PROPERTY OF RAY CARDIN, APPROXIMATELY 200
 GZ2259'FEET SOUTHEAST OF A 1-1/2 STORY WHITE FRAME HOUSE, 17 FEET WEST OF A
 GZ2259'FENCE CORNER, AND 0.6 FEET SOUTH OF AN EAST-WEST FENCE, AND IS
 GZ2259'STAMPED I65-T41-1959.
 GZ2259'
 GZ2259'SURFACE, UNDERGROUND, AZIMUTH MARK, AND REFERENCE MARK 2 ARE KENTUCKY
 GZ2259'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 GZ2259'DESCRIBED.
 GZ2259'*
 GZ2259'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GZ2259
 GZ2259                          STATION RECOVERY (1959)
 GZ2259
 GZ2259'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2259'2.6 MI N FROM UPTON.
 GZ2259'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31-W AND
 GZ2259'STATE HIGHWAY 224, AT THE SOUTH EDGE OF UPTON, GO NORTH ON 31-W
 GZ2259'FOR 2.3 MILES TO A GRAVEL ROAD ON THE LEFT, TURN LEFT AND GO 0.15
 GZ2259'MILE TO RAILROAD CROSSING, LOCATED 106.6 FEET NORTHEAST OF
 GZ2259'RAILROAD CROSSING, 23.2 FEET EAST OF THE EAST RAIL, 15.6 FEET
 GZ2259'WEST OF APPROXIMATE CENTER OF PRIVATE ROAD PARALLELING TRACK,
 GZ2259'AND 7.5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, SET FLUSH WITH
 GZ2259'GROUND SURFACE.
 GZ2259
 GZ2259                          STATION RECOVERY (1982)
 GZ2259
 GZ2259'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2260 ***********************************************************************
 GZ2260  DESIGNATION -  I65 T 41 RM 1
 GZ2260  PID         -  GZ2260
 GZ2260  STATE/COUNTY-  KY/HARDIN
 GZ2260  USGS QUAD   -  UPTON (1993)
 GZ2260
 GZ2260                         *CURRENT SURVEY CONTROL
 GZ2260  ___________________________________________________________________
 GZ2260* NAD 83(1986)-  37 29 48.     (N)    085 53 12.     (W)     SCALED    
 GZ2260* NAVD 88     -       232.02   (+/-2cm)     761.2    (feet)  VERTCON   
 GZ2260  ___________________________________________________________________
 GZ2260  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GZ2260
 GZ2260  VERT ORDER  -  ? (See Below)
 GZ2260
 GZ2260.The horizontal coordinates were scaled from a topographic map and have
 GZ2260.an estimated accuracy of +/- 6 seconds.
 GZ2260
 GZ2260.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2260.The vertical order pertains to the NGVD 29 superseded value.
 GZ2260
 GZ2260.The geoid height was determined by GEOID03.
 GZ2260
 GZ2260;                    North         East    Units  Estimated Accuracy
 GZ2260;SPC KY1Z     - 1,129,120.    1,487,920.      MT  (+/- 180 meters Scaled)
 GZ2260
 GZ2260                          SUPERSEDED SURVEY CONTROL
 GZ2260
 GZ2260  NGVD 29 (??/??/92)  232.123  (m)          761.56   (f) ADJ UNCH    ?  
 GZ2260
 GZ2260.Superseded values are not recommended for survey control.
 GZ2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2260.See file dsdata.txt to determine how the superseded data were derived.
 GZ2260
 GZ2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG984505(NAD 83)
 GZ2260_MARKER: DR = REFERENCE MARK DISK
 GZ2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2260_STAMPING: M-258-1951
 GZ2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2260+STABILITY: SURFACE MOTION
 GZ2260
 GZ2260  HISTORY     - Date     Condition        Report By
 GZ2260  HISTORY     - 1951     MONUMENTED       CGS
 GZ2260  HISTORY     - 1959     GOOD             KYHD
 GZ2260
 GZ2260                          STATION DESCRIPTION
 GZ2260
 GZ2260'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1959
 GZ2260'2.6 MI N FROM UPTON.
 GZ2260'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31-W AND
 GZ2260'STATE HIGHWAY 224, AT THE SOUTH EDGE OF UPTON, GO NORTH ON
 GZ2260'31-W FOR 2.3 MILES TO A GRAVEL ROAD ON THE LEFT, TURN LEFT AND
 GZ2260'GO 0.15 MILE TO RAILROAD CROSSING, SOUTH OF STATION, 7 RAILS
 GZ2260'SOUTH OF MILEPOST 57, AT THE CROSSING OF A NARROW GRAVEL ROAD, 46
 GZ2260'FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD, 30 FEET EAST
 GZ2260'OF THE EAST RAIL, 9 FEET WEST OF THE APPROXIMATE CENTER OF A
 GZ2260'PRIVATE ROAD PARALLELING THE TRACK, 6 FEET EAST OF A POLE, 1 FOOT
 GZ2260'WEST OF A FENCE LINE, MARK IS IN CONCRETE CYLINDER AND PROJECTS
 GZ2260'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2425 ***********************************************************************
 GZ2425  DESIGNATION -  I65 T 42
 GZ2425  PID         -  GZ2425
 GZ2425  STATE/COUNTY-  KY/HARDIN
 GZ2425  USGS QUAD   -  SONORA (1992)
 GZ2425
 GZ2425                         *CURRENT SURVEY CONTROL
 GZ2425  ___________________________________________________________________
 GZ2425* NAD 83(1993)-  37 31 19.04686(N)    085 53 05.25624(W)     ADJUSTED  
 GZ2425* NAVD 88     -       233.947  (meters)     767.54   (feet)  ADJUSTED  
 GZ2425  ___________________________________________________________________
 GZ2425  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 GZ2425  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GZ2425  DYNAMIC HT  -         233.766 (meters)     766.95  (feet)  COMP
 GZ2425  MODELED GRAV-     979,852.2   (mgal)                       NAVD 88
 GZ2425
 GZ2425  HORZ ORDER  -  SECOND
 GZ2425  VERT ORDER  -  SECOND    CLASS 0
 GZ2425
 GZ2425.The horizontal coordinates were established by classical geodetic methods
 GZ2425.and adjusted by the National Geodetic Survey in December 1995..
 GZ2425
 GZ2425.The orthometric height was determined by differential leveling
 GZ2425.and adjusted by the National Geodetic Survey in June 1991..
 GZ2425
 GZ2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2425
 GZ2425.The geoid height was determined by GEOID03.
 GZ2425
 GZ2425.The dynamic height is computed by dividing the NAVD 88
 GZ2425.geopotential number by the normal gravity value computed on the
 GZ2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2425.degrees latitude (g = 980.6199 gals.).
 GZ2425
 GZ2425.The modeled gravity was interpolated from observed gravity values.
 GZ2425
 GZ2425;                    North         East     Units Scale Factor Converg.
 GZ2425;SPC KY1Z     - 1,131,925.430 1,488,085.235   MT  0.99992397   -0 04 57.9
 GZ2425;SPC KY1Z     - 3,713,658.68  4,882,159.64   sFT  0.99992397   -0 04 57.9
 GZ2425;SPC KY S     -   631,916.046   488,084.916   MT  0.99995076   -0 04 54.3
 GZ2425;SPC KY S     - 2,073,211.23  1,601,325.26   sFT  0.99995076   -0 04 54.3
 GZ2425;UTM  16      - 4,153,361.531   598,545.945   MT  0.99971962   +0 40 45.4
 GZ2425
 GZ2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2425!SPC KY1Z     -   0.99996836  x   0.99992397  =   0.99989234
 GZ2425!SPC KY S     -   0.99996836  x   0.99995076  =   0.99991913
 GZ2425!UTM  16      -   0.99996836  x   0.99971962  =   0.99968799
 GZ2425
 GZ2425:                Primary Azimuth Mark                     Grid Az
 GZ2425:SPC KY1Z     -  I65 T 42 AZ                              011 10 34.0
 GZ2425:SPC KY S     -  I65 T 42 AZ                              011 10 30.4
 GZ2425:UTM  16      -  I65 T 42 AZ                              010 24 50.7
 GZ2425
 GZ2425|---------------------------------------------------------------------|
 GZ2425| PID    Reference Object                     Distance      Geod. Az  |
 GZ2425|                                                           dddmmss.s |
 GZ2425| GZ2427 I65 T 42 AZ                         APPROX. 1.9 KM 0110536.1 |
 GZ2425| GZ2426 I65 T 42 RM 1                        10.810 METERS 10810     |
 GZ2425| GZ2424 I65 T 42 RM 2                         9.948 METERS 20448     |
 GZ2425|---------------------------------------------------------------------|
 GZ2425
 GZ2425                          SUPERSEDED SURVEY CONTROL
 GZ2425
 GZ2425  NAD 83(1986)-  37 31 19.05624(N)    085 53 05.26299(W) AD(       ) 2
 GZ2425  NAD 27      -  37 31 18.83617(N)    085 53 05.39468(W) AD(       ) 2
 GZ2425  NGVD 29 (??/??/92)  234.057  (m)          767.90   (f) ADJ UNCH    2 0
 GZ2425
 GZ2425.Superseded values are not recommended for survey control.
 GZ2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2425.See file dsdata.txt to determine how the superseded data were derived.
 GZ2425
 GZ2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9854653362(NAD 83)
 GZ2425_MARKER: DD = SURVEY DISK
 GZ2425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2425_SP_SET: BRIDGE
 GZ2425_STAMPING: I65-T42 1965
 GZ2425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2425
 GZ2425  HISTORY     - Date     Condition        Report By
 GZ2425  HISTORY     - 1965     MONUMENTED       KYHD
 GZ2425  HISTORY     - 1965     GOOD             PAS
 GZ2425  HISTORY     - 1982     GOOD             KYDT
 GZ2425
 GZ2425                          STATION DESCRIPTION
 GZ2425
 GZ2425'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (HB)
 GZ2425'STATION IS LOCATED ABOUT 4.0 MILES NORTH OF UPTON, KENTUCKY AND ABOUT
 GZ2425'0.50 MILE SOUTHEAST OF SONORA, KENTUCKY.
 GZ2425'
 GZ2425'TO REACH THE STATION FROM THE JUNCTION OF THE L AND N RAILROAD TRACK
 GZ2425'AND KENTUCKY STATE HIGHWAY 84 IN SONORA, KENTUCKY, GO EAST ON
 GZ2425'KENTUCKY STATE HIGHWAY 84 FOR 0.50 MILE TO JUNCTION WITH INTERSTATE
 GZ2425'ROUTE 65 AND STATION ON LEFT. STATION IS SET IN CENTER OF NORTH
 GZ2425'WALKWAY OF OVERHEAD BRIDGE AND IS STAMPED I65-T42 1965.
 GZ2425'
 GZ2425'R.M. NO. 1 IS LOCATED 35.47 FEET SOUTHEAST OF STATION, 89.70 FEET
 GZ2425'NORTHWEST OF SOUTHEAST BRIDGE ABUTMENT AND IS SET IN NORTH WALKWAY.
 GZ2425'DISK IS STAMPED I65-T42 NO. 1 1965.
 GZ2425'
 GZ2425'R.M. NO. 2 IS LOCATED 32.64 FEET SOUTHWEST OF STATION, 117.30 FEET
 GZ2425'EAST OF SOUTHWEST BRIDGE ABUTMENT AND IS SET IN CENTER OF SOUTH
 GZ2425'WALKWAY. DISK IS STAMPED I65-T42 NO. 2 1965.
 GZ2425'
 GZ2425'AZIMUTH MARK IS LOCATED ABOUT 1.10 MILES NORTH-NORTHEAST OF STATION,
 GZ2425'14.70 FEET NORTHEAST OF CENTER OF GRAVEL ROAD, 8.4 FEET SOUTHEAST OF
 GZ2425'EAST BRIDGE ABUTMENT OF OVERHEAD BRIDGE AND 1.6 FEET SOUTHWEST OF
 GZ2425'METAL WITNESS POST AND SIGN. THE MARK PROJECTS 6 INCHES AND DISK
 GZ2425'IS STAMPED I65-T42 1965.
 GZ2425'
 GZ2425'TO REACH AZIMUTH FROM STATION TAKE NORTHBOUND RAMP AND GO NORTH ON
 GZ2425'INTERSTATE ROUTE 65 FOR 1.25 MILES TO OVERHEAD BRIDGE AND MARK
 GZ2425'ON RIGHT.
 GZ2425'
 GZ2425'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2425'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 GZ2425'
 GZ2425'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 GZ2425
 GZ2425                          STATION RECOVERY (1965)
 GZ2425
 GZ2425'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2425'0.5 MI SE FROM SONORA.
 GZ2425'4.0 MILES NORTH OF UPTON AND ABOUT 0.5 MILE SOUTHEAST OF SONORA
 GZ2425'IN CENTER OF NORTH WALKWAY OF BRIDGE CARRYING STATE ROUTE 84 OVER
 GZ2425'INTERSTATE ROUTE 65.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 GZ2425'STATION MARK SET IN DRILLED HOLE AND STAMPED I65-T42 1965.
 GZ2425
 GZ2425                          STATION RECOVERY (1982)
 GZ2425
 GZ2425'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2427 ***********************************************************************
 GZ2427  DESIGNATION -  I65 T 42 AZ
 GZ2427  PID         -  GZ2427
 GZ2427  STATE/COUNTY-  KY/HARDIN
 GZ2427  USGS QUAD   -  SONORA (1992)
 GZ2427
 GZ2427                         *CURRENT SURVEY CONTROL
 GZ2427  ___________________________________________________________________
 GZ2427* NAD 83(1993)-  37 32 19.52456(N)    085 52 50.36488(W)     ADJUSTED  
 GZ2427* NAVD 88     -       225.400  (meters)     739.50   (feet)  ADJUSTED  
 GZ2427  ___________________________________________________________________
 GZ2427  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 GZ2427  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GZ2427  DYNAMIC HT  -         225.226 (meters)     738.93  (feet)  COMP
 GZ2427  MODELED GRAV-     979,852.8   (mgal)                       NAVD 88
 GZ2427
 GZ2427  HORZ ORDER  -  SECOND
 GZ2427  VERT ORDER  -  SECOND    CLASS 0
 GZ2427
 GZ2427.The horizontal coordinates were established by classical geodetic methods
 GZ2427.and adjusted by the National Geodetic Survey in December 1995..
 GZ2427
 GZ2427.The orthometric height was determined by differential leveling
 GZ2427.and adjusted by the National Geodetic Survey in June 1991..
 GZ2427
 GZ2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2427
 GZ2427.The geoid height was determined by GEOID03.
 GZ2427
 GZ2427.The dynamic height is computed by dividing the NAVD 88
 GZ2427.geopotential number by the normal gravity value computed on the
 GZ2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2427.degrees latitude (g = 980.6199 gals.).
 GZ2427
 GZ2427.The modeled gravity was interpolated from observed gravity values.
 GZ2427
 GZ2427;                    North         East     Units Scale Factor Converg.
 GZ2427;SPC KY1Z     - 1,133,789.286 1,488,453.481   MT  0.99992221   -0 04 48.8
 GZ2427;SPC KY1Z     - 3,719,773.68  4,883,367.80   sFT  0.99992221   -0 04 48.8
 GZ2427;SPC KY S     -   633,779.960   488,453.139   MT  0.99995176   -0 04 45.3
 GZ2427;SPC KY S     - 2,079,326.42  1,602,533.34   sFT  0.99995176   -0 04 45.3
 GZ2427;UTM  16      - 4,155,229.741   598,889.295   MT  0.99972045   +0 40 55.4
 GZ2427
 GZ2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2427!SPC KY1Z     -   0.99996971  x   0.99992221  =   0.99989193
 GZ2427!SPC KY S     -   0.99996971  x   0.99995176  =   0.99992147
 GZ2427!UTM  16      -   0.99996971  x   0.99972045  =   0.99969017
 GZ2427
 GZ2427:                Primary Azimuth Mark                     Grid Az
 GZ2427:SPC KY1Z     -  I65 T 42                                 191 10 34.0
 GZ2427:SPC KY S     -  I65 T 42                                 191 10 30.5
 GZ2427:UTM  16      -  I65 T 42                                 190 24 49.8
 GZ2427
 GZ2427|---------------------------------------------------------------------|
 GZ2427| PID    Reference Object                     Distance      Geod. Az  |
 GZ2427|                                                           dddmmss.s |
 GZ2427| GZ2425 I65 T 42                            APPROX. 1.9 KM 1910545.2 |
 GZ2427|---------------------------------------------------------------------|
 GZ2427
 GZ2427                          SUPERSEDED SURVEY CONTROL
 GZ2427
 GZ2427  NAD 83(1986)-  37 32 19.53399(N)    085 52 50.37167(W) AD(       ) 2
 GZ2427  NAD 27      -  37 32 19.31347(N)    085 52 50.50506(W) AD(       ) 2
 GZ2427  NGVD 29 (??/??/92)  225.511  (m)          739.86   (f) ADJ UNCH    2 0
 GZ2427
 GZ2427.Superseded values are not recommended for survey control.
 GZ2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2427.See file dsdata.txt to determine how the superseded data were derived.
 GZ2427
 GZ2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9888955230(NAD 83)
 GZ2427_MARKER: DD = SURVEY DISK
 GZ2427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2427_SP_SET: ABUTMENT
 GZ2427_STAMPING: I65-T42 1965
 GZ2427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2427
 GZ2427  HISTORY     - Date     Condition        Report By
 GZ2427  HISTORY     - 1965     MONUMENTED       KYHD
 GZ2427  HISTORY     - 1965     GOOD             PAS
 GZ2427  HISTORY     - 1982     GOOD             KYDT
 GZ2427
 GZ2427                          STATION DESCRIPTION
 GZ2427
 GZ2427'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (HB)
 GZ2427'SEE STATION I65-T42 KYHD
 GZ2427
 GZ2427                          STATION RECOVERY (1965)
 GZ2427
 GZ2427'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2427'1.2 MI NE FROM SONORA.
 GZ2427'1.2 MILES NORTHEAST OF SONORA AND ABOUT 5.1 MILES NORTH OF
 GZ2427'UPTON, AT BRIDGE THAT CROSSES OVER INTERSTATE ROUTE 65, 14.7
 GZ2427'FEET NORTHEAST OF CENTER OF GRAVEL ROAD AND 8.4 FEET SOUTHEAST
 GZ2427'OF EAST BRIDGE ABUTMENT.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ2427'SURVEY AZIMUTH MARK SET IN CONCRETE POST AND STAMPED I65-T42
 GZ2427'1965.
 GZ2427
 GZ2427                          STATION RECOVERY (1982)
 GZ2427
 GZ2427'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2426 ***********************************************************************
 GZ2426  DESIGNATION -  I65 T 42 RM 1
 GZ2426  PID         -  GZ2426
 GZ2426  STATE/COUNTY-  KY/HARDIN
 GZ2426  USGS QUAD   -  SONORA (1992)
 GZ2426
 GZ2426                         *CURRENT SURVEY CONTROL
 GZ2426  ___________________________________________________________________
 GZ2426* NAD 83(1986)-  37 31 19.     (N)    085 53 06.     (W)     SCALED    
 GZ2426* NAVD 88     -       233.974  (meters)     767.63   (feet)  ADJUSTED  
 GZ2426  ___________________________________________________________________
 GZ2426  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GZ2426  DYNAMIC HT  -         233.794 (meters)     767.04  (feet)  COMP
 GZ2426  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 GZ2426
 GZ2426  VERT ORDER  -  SECOND    CLASS 0
 GZ2426
 GZ2426.The horizontal coordinates were scaled from a topographic map and have
 GZ2426.an estimated accuracy of +/- 6 seconds.
 GZ2426
 GZ2426.The orthometric height was determined by differential leveling
 GZ2426.and adjusted by the National Geodetic Survey in June 1991..
 GZ2426
 GZ2426.The geoid height was determined by GEOID03.
 GZ2426
 GZ2426.The dynamic height is computed by dividing the NAVD 88
 GZ2426.geopotential number by the normal gravity value computed on the
 GZ2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2426.degrees latitude (g = 980.6199 gals.).
 GZ2426
 GZ2426.The modeled gravity was interpolated from observed gravity values.
 GZ2426
 GZ2426;                    North         East    Units  Estimated Accuracy
 GZ2426;SPC KY1Z     - 1,131,920.    1,488,070.      MT  (+/- 180 meters Scaled)
 GZ2426
 GZ2426                          SUPERSEDED SURVEY CONTROL
 GZ2426
 GZ2426  NGVD 29 (??/??/92)  234.084  (m)          767.99   (f) ADJ UNCH    2 0
 GZ2426
 GZ2426.Superseded values are not recommended for survey control.
 GZ2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2426.See file dsdata.txt to determine how the superseded data were derived.
 GZ2426
 GZ2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG985533(NAD 83)
 GZ2426_MARKER: DR = REFERENCE MARK DISK
 GZ2426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2426_SP_SET: ABUTMENT
 GZ2426_STAMPING: I65-T42-NO 1 1965
 GZ2426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2426
 GZ2426  HISTORY     - Date     Condition        Report By
 GZ2426  HISTORY     - 1965     MONUMENTED       PAS
 GZ2426  HISTORY     - 1982     GOOD             KYDT
 GZ2426
 GZ2426                          STATION DESCRIPTION
 GZ2426
 GZ2426'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2426'0.5 MI SE FROM SONORA.
 GZ2426'4.0 MILES NORTH OF UPTON AND ABOUT 0.5 MILE SOUTHEAST OF SONORA,
 GZ2426'IN NORTH WALKWAY OF BRIDGE CARRYING STATE ROUTE 84 OVER
 GZ2426'INTERSTATE ROUTE 65, 89.7 FEET NORTHWEST OF THE SOUTHEAST BRIDGE
 GZ2426'ABUTMENT.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY REFERENCE
 GZ2426'MARK SET IN DRILLED HOLE AND STAMPED I65-T42 NO. 1 1965.
 GZ2426
 GZ2426                          STATION RECOVERY (1982)
 GZ2426
 GZ2426'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2424 ***********************************************************************
 GZ2424  DESIGNATION -  I65 T 42 RM 2
 GZ2424  PID         -  GZ2424
 GZ2424  STATE/COUNTY-  KY/HARDIN
 GZ2424  USGS QUAD   -  SONORA (1992)
 GZ2424
 GZ2424                         *CURRENT SURVEY CONTROL
 GZ2424  ___________________________________________________________________
 GZ2424* NAD 83(1986)-  37 31 19.     (N)    085 53 06.     (W)     SCALED    
 GZ2424* NAVD 88     -       234.083  (meters)     767.99   (feet)  ADJUSTED  
 GZ2424  ___________________________________________________________________
 GZ2424  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GZ2424  DYNAMIC HT  -         233.902 (meters)     767.39  (feet)  COMP
 GZ2424  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 GZ2424
 GZ2424  VERT ORDER  -  SECOND    CLASS 0
 GZ2424
 GZ2424.The horizontal coordinates were scaled from a topographic map and have
 GZ2424.an estimated accuracy of +/- 6 seconds.
 GZ2424
 GZ2424.The orthometric height was determined by differential leveling
 GZ2424.and adjusted by the National Geodetic Survey in June 1991..
 GZ2424
 GZ2424.The geoid height was determined by GEOID03.
 GZ2424
 GZ2424.The dynamic height is computed by dividing the NAVD 88
 GZ2424.geopotential number by the normal gravity value computed on the
 GZ2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2424.degrees latitude (g = 980.6199 gals.).
 GZ2424
 GZ2424.The modeled gravity was interpolated from observed gravity values.
 GZ2424
 GZ2424;                    North         East    Units  Estimated Accuracy
 GZ2424;SPC KY1Z     - 1,131,920.    1,488,070.      MT  (+/- 180 meters Scaled)
 GZ2424
 GZ2424                          SUPERSEDED SURVEY CONTROL
 GZ2424
 GZ2424  NGVD 29 (??/??/92)  234.193  (m)          768.35   (f) ADJ UNCH    2 0
 GZ2424
 GZ2424.Superseded values are not recommended for survey control.
 GZ2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2424.See file dsdata.txt to determine how the superseded data were derived.
 GZ2424
 GZ2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG985533(NAD 83)
 GZ2424_MARKER: DR = REFERENCE MARK DISK
 GZ2424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2424_SP_SET: BRIDGE
 GZ2424_STAMPING: I65-T42 RM 2 1965
 GZ2424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2424
 GZ2424  HISTORY     - Date     Condition        Report By
 GZ2424  HISTORY     - 1965     MONUMENTED       PAS
 GZ2424  HISTORY     - 1982     GOOD             KYDT
 GZ2424
 GZ2424                          STATION DESCRIPTION
 GZ2424
 GZ2424'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2424'0.5 MI SE FROM SONORA.
 GZ2424'4.0 MILES NORTH OF UPTON AND ABOUT 0.5 MILE SOUTHEAST OF SONORA,
 GZ2424'IN CENTER OF SOUTH WALKWAY OF BRIDGE CARRYING STATE ROUTE 84 OVER
 GZ2424'INTERSTATE ROUTE 65.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 GZ2424'REFERENCE MARK SET IN DRILLED HOLE AND STAMPED I65-T42 NO. 2
 GZ2424'1965.
 GZ2424
 GZ2424                          STATION RECOVERY (1982)
 GZ2424
 GZ2424'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2429 ***********************************************************************
 GZ2429  DESIGNATION -  I65 T 43
 GZ2429  PID         -  GZ2429
 GZ2429  STATE/COUNTY-  KY/HARDIN
 GZ2429  USGS QUAD   -  SONORA (1992)
 GZ2429
 GZ2429                         *CURRENT SURVEY CONTROL
 GZ2429  ___________________________________________________________________
 GZ2429* NAD 83(1993)-  37 33 13.28144(N)    085 52 42.23036(W)     ADJUSTED  
 GZ2429* NAVD 88     -       223.455  (meters)     733.12   (feet)  ADJUSTED  
 GZ2429  ___________________________________________________________________
 GZ2429  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 GZ2429  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GZ2429  DYNAMIC HT  -         223.283 (meters)     732.55  (feet)  COMP
 GZ2429  MODELED GRAV-     979,853.6   (mgal)                       NAVD 88
 GZ2429
 GZ2429  HORZ ORDER  -  SECOND
 GZ2429  VERT ORDER  -  SECOND    CLASS 0
 GZ2429
 GZ2429.The horizontal coordinates were established by classical geodetic methods
 GZ2429.and adjusted by the National Geodetic Survey in December 1995..
 GZ2429
 GZ2429.The orthometric height was determined by differential leveling
 GZ2429.and adjusted by the National Geodetic Survey in June 1991..
 GZ2429
 GZ2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2429
 GZ2429.The geoid height was determined by GEOID03.
 GZ2429
 GZ2429.The dynamic height is computed by dividing the NAVD 88
 GZ2429.geopotential number by the normal gravity value computed on the
 GZ2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2429.degrees latitude (g = 980.6199 gals.).
 GZ2429
 GZ2429.The modeled gravity was interpolated from observed gravity values.
 GZ2429
 GZ2429;                    North         East     Units Scale Factor Converg.
 GZ2429;SPC KY1Z     - 1,135,446.200 1,488,655.447   MT  0.99992072   -0 04 43.8
 GZ2429;SPC KY1Z     - 3,725,209.74  4,884,030.41   sFT  0.99992072   -0 04 43.8
 GZ2429;SPC KY S     -   635,436.929   488,655.084   MT  0.99995272   -0 04 40.3
 GZ2429;SPC KY S     - 2,084,762.66  1,603,195.89   sFT  0.99995272   -0 04 40.3
 GZ2429;UTM  16      - 4,156,888.863   599,069.160   MT  0.99972089   +0 41 01.2
 GZ2429
 GZ2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2429!SPC KY1Z     -   0.99997003  x   0.99992072  =   0.99989075
 GZ2429!SPC KY S     -   0.99997003  x   0.99995272  =   0.99992275
 GZ2429!UTM  16      -   0.99997003  x   0.99972089  =   0.99969092
 GZ2429
 GZ2429:                Primary Azimuth Mark                     Grid Az
 GZ2429:SPC KY1Z     -  I65 T 43 AZ MK                           012 44 14.8
 GZ2429:SPC KY S     -  I65 T 43 AZ MK                           012 44 11.3
 GZ2429:UTM  16      -  I65 T 43 AZ MK                           011 58 29.8
 GZ2429
 GZ2429|---------------------------------------------------------------------|
 GZ2429| PID    Reference Object                     Distance      Geod. Az  |
 GZ2429|                                                           dddmmss.s |
 GZ2429| GZ2431 I65 T 43 AZ MK                                     0123931.0 |
 GZ2429| GZ2430 I65 T 43 RM 1                         9.529 METERS 02706     |
 GZ2429| GZ2428 I65 T 43 RM 2                        11.137 METERS 27616     |
 GZ2429|---------------------------------------------------------------------|
 GZ2429
 GZ2429                          SUPERSEDED SURVEY CONTROL
 GZ2429
 GZ2429  NAD 83(1986)-  37 33 13.29137(N)    085 52 42.23712(W) AD(       ) 2
 GZ2429  NAD 27      -  37 33 13.07033(N)    085 52 42.37173(W) AD(       ) 2
 GZ2429  NGVD 29 (??/??/92)  223.566  (m)          733.48   (f) ADJ UNCH    2 0
 GZ2429
 GZ2429.Superseded values are not recommended for survey control.
 GZ2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2429.See file dsdata.txt to determine how the superseded data were derived.
 GZ2429
 GZ2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9906956889(NAD 83)
 GZ2429_MARKER: DD = SURVEY DISK
 GZ2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2429_STAMPING: I65-T43 1965
 GZ2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2429+STABILITY: SURFACE MOTION
 GZ2429
 GZ2429  HISTORY     - Date     Condition        Report By
 GZ2429  HISTORY     - 1965     MONUMENTED       KYHD
 GZ2429  HISTORY     - 1965     GOOD             PAS
 GZ2429  HISTORY     - 1982     GOOD             KYDT
 GZ2429
 GZ2429                          STATION DESCRIPTION
 GZ2429
 GZ2429'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (HB)
 GZ2429'STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF UPTON, KENTUCKY AND
 GZ2429'ABOUT 2.15 MILES NORTHEAST OF SONORA, KENTUCKY ON INTERSTATE ROUTE
 GZ2429'65 RIGHT-OF-WAY.
 GZ2429'
 GZ2429'TO REACH THE STATION FROM THE JUNCTION OF THE L AND N RAILROAD TRACK
 GZ2429'AND STATE HIGHWAY 84 IN SONORA, KENTUCKY, GO EAST ON STATE HIGHWAY
 GZ2429'84 FOR 0.50 MILE TO JUNCTION WITH INTERSTATE ROUTE 65. TAKE
 GZ2429'NORTHBOUND RAMP AND GO NORTH ON INTERSTATE ROUTE 65 FOR 2.30 MILES
 GZ2429'TO JUNCTION WITH STATE HIGHWAY 1407 AND STATION ON LEFT. STATION IS
 GZ2429'28.6 FEET NORTHEAST OF POWER POLE, 14.3 FEET SOUTHEAST OF
 GZ2429'CENTER OF STATE HIGHWAY 1407, 6.3 FEET WEST OF BRIDGE ABUTMENT AND
 GZ2429'1.3 FEET NORTHWEST OF METAL WITNESS POST AND SIGN. THE MARK
 GZ2429'PROJECTS 3 INCHES AND DISK IS STAMPED I65-T43 1965.
 GZ2429'
 GZ2429'R.M. NO. 1 IS 31.26 FEET NORTHEAST OF STATION AND SET IN NORTH
 GZ2429'WALKWAY AT NORTHWEST BRIDGE ABUTMENT. DISK IS STAMPED I65-T43 NO.
 GZ2429'1 1965.
 GZ2429'
 GZ2429'R.M. NO. 2 IS 36.54 FEET WEST OF STATION, 43.2 FEET WEST OF BRIDGE
 GZ2429'ABUTMENT, 35.4 FEET NORTHWEST OF POWER POLE AND 14.0 FEET SOUTHEAST
 GZ2429'OF STATE HIGHWAY 1407. THE MARK PROJECTS 4 INCHES AND DISK IS STAMPED
 GZ2429'I65-T43 NO. 2 1965.
 GZ2429'
 GZ2429'AZIMUTH MARK IS LOCATED 1.0 MILE NORTHEAST OF STATION, 147.0 FEET
 GZ2429'SOUTH OF FENCE CORNER, 93.0 FEET EAST EDGE OF PAVEMENT OF
 GZ2429'NORTHBOUND LANE, 4.9 FEET SOUTHWEST OF ANCHOR POST IN RIGHT-OF-WAY
 GZ2429'FENCE, 2.1 FEET WEST OF RIGHT-OF-WAY FENCE AND 1.5 FEET WEST OF
 GZ2429'METAL WITNESS POST AND SIGN. MARK PROJECTS 6 INCHES AND DISK IS
 GZ2429'STAMPED I65-T43 1965.
 GZ2429'
 GZ2429'TO REACH AZIMUTH MARK FROM STATION GO NORTHEAST ON INTERSTATE ROUTE
 GZ2429'65 FOR 1.10 MILES TO AZIMUTH ON RIGHT.
 GZ2429'
 GZ2429'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2429'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GZ2429'
 GZ2429'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 GZ2429
 GZ2429                          STATION RECOVERY (1965)
 GZ2429
 GZ2429'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2429'2.2 MI NE FROM SONORA.
 GZ2429'6 MILES NORTHEAST OF UPTON AND ABOUT 2.15 MILES NORTHEAST OF
 GZ2429'SONORA, AT BRIDGE CARRYING STATE ROUTE 1407 ACROSS INTERSTATE
 GZ2429'ROUTE 65, 28.6 FEET NORTHEAST OF POWER POLE, 14.3 FEET SOUTHEAST
 GZ2429'OF CENTER OF STATE ROUTE 1407 AND 6.3 FEET WEST OF WEST BRIDGE
 GZ2429'ABUTMENT.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY STATION
 GZ2429'MARK SET IN CONCRETE POST AND STAMPED I65-T43 1965.
 GZ2429
 GZ2429                          STATION RECOVERY (1982)
 GZ2429
 GZ2429'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2431 ***********************************************************************
 GZ2431  DESIGNATION -  I65 T 43 AZ MK
 GZ2431  PID         -  GZ2431
 GZ2431  STATE/COUNTY-  KY/HARDIN
 GZ2431  USGS QUAD   -  SONORA (1992)
 GZ2431
 GZ2431                         *CURRENT SURVEY CONTROL
 GZ2431  ___________________________________________________________________
 GZ2431* NAD 83(1986)-  37 33 25.     (N)    085 52 39.     (W)     SCALED    
 GZ2431* NAVD 88     -       203.382  (meters)     667.26   (feet)  ADJUSTED  
 GZ2431  ___________________________________________________________________
 GZ2431  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GZ2431  DYNAMIC HT  -         203.225 (meters)     666.75  (feet)  COMP
 GZ2431  MODELED GRAV-     979,854.4   (mgal)                       NAVD 88
 GZ2431
 GZ2431  VERT ORDER  -  SECOND    CLASS 0
 GZ2431
 GZ2431.The horizontal coordinates were scaled from a topographic map and have
 GZ2431.an estimated accuracy of +/- 6 seconds.
 GZ2431
 GZ2431.The orthometric height was determined by differential leveling
 GZ2431.and adjusted by the National Geodetic Survey in June 1991..
 GZ2431
 GZ2431.The geoid height was determined by GEOID03.
 GZ2431
 GZ2431.The dynamic height is computed by dividing the NAVD 88
 GZ2431.geopotential number by the normal gravity value computed on the
 GZ2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2431.degrees latitude (g = 980.6199 gals.).
 GZ2431
 GZ2431.The modeled gravity was interpolated from observed gravity values.
 GZ2431
 GZ2431;                    North         East    Units  Estimated Accuracy
 GZ2431;SPC KY1Z     - 1,135,810.    1,488,740.      MT  (+/- 180 meters Scaled)
 GZ2431
 GZ2431                          SUPERSEDED SURVEY CONTROL
 GZ2431
 GZ2431  NGVD 29 (??/??/92)  203.494  (m)          667.63   (f) ADJ UNCH    2 0
 GZ2431
 GZ2431.Superseded values are not recommended for survey control.
 GZ2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2431.See file dsdata.txt to determine how the superseded data were derived.
 GZ2431
 GZ2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG991572(NAD 83)
 GZ2431_MARKER: DZ = AZIMUTH MARK DISK
 GZ2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2431_STAMPING: I65-T43 1965
 GZ2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2431+STABILITY: SURFACE MOTION
 GZ2431
 GZ2431  HISTORY     - Date     Condition        Report By
 GZ2431  HISTORY     - 1965     MONUMENTED       KYHD
 GZ2431
 GZ2431                          STATION DESCRIPTION
 GZ2431
 GZ2431'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965
 GZ2431'3 MI NE FROM SONORA.
 GZ2431'7 MILES NORTHEAST OF UPTON AND ABOUT 3 MILES NORTHEAST OF SONORA
 GZ2431'ON INTERSTATE ROUTE 65 RIGHT-OF-WAY, 147 FEET SOUTH OF FENCE
 GZ2431'CORNER, 93 FEET EAST OF EAST EDGE OF PAVEMENT OF NORTHBOUND
 GZ2431'LANE, 4.9 FEET SOUTHWEST OF ANCHOR POST IN RIGHT-OF-WAY FENCE,
 GZ2431'2.1 FEET WEST OF FENCE AND 1.5 FEET WEST OF METAL WITNESS POST
 GZ2431'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY AZIMUTH MARK
 GZ2431'SET IN CONCRETE POST AND STAMPED I65-T43 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2430 ***********************************************************************
 GZ2430  DESIGNATION -  I65 T 43 RM 1
 GZ2430  PID         -  GZ2430
 GZ2430  STATE/COUNTY-  KY/HARDIN
 GZ2430  USGS QUAD   -  SONORA (1992)
 GZ2430
 GZ2430                         *CURRENT SURVEY CONTROL
 GZ2430  ___________________________________________________________________
 GZ2430* NAD 83(1986)-  37 33 13.     (N)    085 52 42.     (W)     SCALED    
 GZ2430* NAVD 88     -       223.717  (meters)     733.98   (feet)  ADJUSTED  
 GZ2430  ___________________________________________________________________
 GZ2430  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GZ2430  DYNAMIC HT  -         223.544 (meters)     733.41  (feet)  COMP
 GZ2430  MODELED GRAV-     979,853.6   (mgal)                       NAVD 88
 GZ2430
 GZ2430  VERT ORDER  -  SECOND    CLASS 0
 GZ2430
 GZ2430.The horizontal coordinates were scaled from a topographic map and have
 GZ2430.an estimated accuracy of +/- 6 seconds.
 GZ2430
 GZ2430.The orthometric height was determined by differential leveling
 GZ2430.and adjusted by the National Geodetic Survey in June 1991..
 GZ2430
 GZ2430.The geoid height was determined by GEOID03.
 GZ2430
 GZ2430.The dynamic height is computed by dividing the NAVD 88
 GZ2430.geopotential number by the normal gravity value computed on the
 GZ2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2430.degrees latitude (g = 980.6199 gals.).
 GZ2430
 GZ2430.The modeled gravity was interpolated from observed gravity values.
 GZ2430
 GZ2430;                    North         East    Units  Estimated Accuracy
 GZ2430;SPC KY1Z     - 1,135,440.    1,488,660.      MT  (+/- 180 meters Scaled)
 GZ2430
 GZ2430                          SUPERSEDED SURVEY CONTROL
 GZ2430
 GZ2430  NGVD 29 (??/??/92)  223.828  (m)          734.34   (f) ADJ UNCH    2 0
 GZ2430
 GZ2430.Superseded values are not recommended for survey control.
 GZ2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2430.See file dsdata.txt to determine how the superseded data were derived.
 GZ2430
 GZ2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG990568(NAD 83)
 GZ2430_MARKER: DR = REFERENCE MARK DISK
 GZ2430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2430_SP_SET: ABUTMENT
 GZ2430_STAMPING: I65-T43 NO 1 1965
 GZ2430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2430
 GZ2430  HISTORY     - Date     Condition        Report By
 GZ2430  HISTORY     - 1965     MONUMENTED       PAS
 GZ2430  HISTORY     - 1982     GOOD             KYDT
 GZ2430
 GZ2430                          STATION DESCRIPTION
 GZ2430
 GZ2430'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2430'2.2 MI NE FROM SONORA.
 GZ2430'6 MILES NORTHEAST OF UPTON AND ABOUT 2.15 MILES NORTHEAST OF
 GZ2430'SONORA IN NORTH WALKWAY AT NORTHWEST ABUTMENT OF BRIDGE CARRYING
 GZ2430'STATE ROUTE 1407 OVER INTERSTATE ROUTE 65.  A KENTUCKY DEPARTMENT
 GZ2430'OF HIGHWAYS SURVEY REFERENCE MARK SET IN DRILLED HOLE AND STAMPED
 GZ2430'I65-T43 NO. 1 1965.
 GZ2430
 GZ2430                          STATION RECOVERY (1982)
 GZ2430
 GZ2430'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2428 ***********************************************************************
 GZ2428  DESIGNATION -  I65 T 43 RM 2
 GZ2428  PID         -  GZ2428
 GZ2428  STATE/COUNTY-  KY/HARDIN
 GZ2428  USGS QUAD   -  SONORA (1992)
 GZ2428
 GZ2428                         *CURRENT SURVEY CONTROL
 GZ2428  ___________________________________________________________________
 GZ2428* NAD 83(1986)-  37 33 13.     (N)    085 52 42.     (W)     SCALED    
 GZ2428* NAVD 88     -       223.400  (meters)     732.94   (feet)  ADJUSTED  
 GZ2428  ___________________________________________________________________
 GZ2428  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GZ2428  DYNAMIC HT  -         223.227 (meters)     732.37  (feet)  COMP
 GZ2428  MODELED GRAV-     979,853.6   (mgal)                       NAVD 88
 GZ2428
 GZ2428  VERT ORDER  -  SECOND    CLASS 0
 GZ2428
 GZ2428.The horizontal coordinates were scaled from a topographic map and have
 GZ2428.an estimated accuracy of +/- 6 seconds.
 GZ2428
 GZ2428.The orthometric height was determined by differential leveling
 GZ2428.and adjusted by the National Geodetic Survey in June 1991..
 GZ2428
 GZ2428.The geoid height was determined by GEOID03.
 GZ2428
 GZ2428.The dynamic height is computed by dividing the NAVD 88
 GZ2428.geopotential number by the normal gravity value computed on the
 GZ2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2428.degrees latitude (g = 980.6199 gals.).
 GZ2428
 GZ2428.The modeled gravity was interpolated from observed gravity values.
 GZ2428
 GZ2428;                    North         East    Units  Estimated Accuracy
 GZ2428;SPC KY1Z     - 1,135,440.    1,488,660.      MT  (+/- 180 meters Scaled)
 GZ2428
 GZ2428                          SUPERSEDED SURVEY CONTROL
 GZ2428
 GZ2428  NGVD 29 (??/??/92)  223.511  (m)          733.30   (f) ADJ UNCH    2 0
 GZ2428
 GZ2428.Superseded values are not recommended for survey control.
 GZ2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2428.See file dsdata.txt to determine how the superseded data were derived.
 GZ2428
 GZ2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG990568(NAD 83)
 GZ2428_MARKER: DD = SURVEY DISK
 GZ2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2428_STAMPING: I65-T43 NO 2 1965
 GZ2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2428+STABILITY: SURFACE MOTION
 GZ2428
 GZ2428  HISTORY     - Date     Condition        Report By
 GZ2428  HISTORY     - 1965     MONUMENTED       PAS
 GZ2428
 GZ2428                          STATION DESCRIPTION
 GZ2428
 GZ2428'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2428'2.2 MI NE FROM SONORA.
 GZ2428'6 MILES NORTHEAST OF UPTON AND ABOUT 2.15 MILES NORTHEAST OF
 GZ2428'SONORA, 43.2 FEET WEST OF WEST ABUTMENT OF BRIDGE CARRYING STATE
 GZ2428'ROUTE 1407 ACROSS INTERSTATE ROUTE 65, 35.4 FEET NORTHWEST OF
 GZ2428'POWER POLE AND 14 FEET SOUTHEAST OF STATE ROUTE 1407.  A
 GZ2428'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY REFERENCE MARK SET IN
 GZ2428'CONCRETE POST AND STAMPED I65-T43 NO. 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2434 ***********************************************************************
 GZ2434  DESIGNATION -  I65 T 44
 GZ2434  PID         -  GZ2434
 GZ2434  STATE/COUNTY-  KY/HARDIN
 GZ2434  USGS QUAD   -  TONIEVILLE (1992)
 GZ2434
 GZ2434                         *CURRENT SURVEY CONTROL
 GZ2434  ___________________________________________________________________
 GZ2434* NAD 83(1993)-  37 36 19.14165(N)    085 52 01.73923(W)     ADJUSTED  
 GZ2434* NAVD 88     -       246.302  (meters)     808.08   (feet)  ADJUSTED  
 GZ2434  ___________________________________________________________________
 GZ2434  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 GZ2434  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GZ2434  DYNAMIC HT  -         246.113 (meters)     807.46  (feet)  COMP
 GZ2434  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 GZ2434
 GZ2434  HORZ ORDER  -  SECOND
 GZ2434  VERT ORDER  -  SECOND    CLASS 0
 GZ2434
 GZ2434.The horizontal coordinates were established by classical geodetic methods
 GZ2434.and adjusted by the National Geodetic Survey in May 1999..
 GZ2434
 GZ2434.The orthometric height was determined by differential leveling
 GZ2434.and adjusted by the National Geodetic Survey in June 1991..
 GZ2434
 GZ2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2434
 GZ2434.The geoid height was determined by GEOID03.
 GZ2434
 GZ2434.The dynamic height is computed by dividing the NAVD 88
 GZ2434.geopotential number by the normal gravity value computed on the
 GZ2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2434.degrees latitude (g = 980.6199 gals.).
 GZ2434
 GZ2434.The modeled gravity was interpolated from observed gravity values.
 GZ2434
 GZ2434;                    North         East     Units Scale Factor Converg.
 GZ2434;SPC KY1Z     - 1,141,174.518 1,489,656.416   MT  0.99991608   -0 04 18.9
 GZ2434;SPC KY1Z     - 3,744,003.40  4,887,314.42   sFT  0.99991608   -0 04 18.9
 GZ2434;SPC KY S     -   641,165.471   489,655.997   MT  0.99995657   -0 04 15.8
 GZ2434;SPC KY S     - 2,103,557.05  1,606,479.72   sFT  0.99995657   -0 04 15.8
 GZ2434;UTM  16      - 4,162,628.873   599,993.589   MT  0.99972316   +0 41 28.8
 GZ2434
 GZ2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2434!SPC KY1Z     -   0.99996646  x   0.99991608  =   0.99988254
 GZ2434!SPC KY S     -   0.99996646  x   0.99995657  =   0.99992303
 GZ2434!UTM  16      -   0.99996646  x   0.99972316  =   0.99968963
 GZ2434
 GZ2434:                Primary Azimuth Mark                     Grid Az
 GZ2434:SPC KY1Z     -  I65 T 44 AZ MK                           186 23 51.7
 GZ2434:SPC KY S     -  I65 T 44 AZ MK                           186 23 48.6
 GZ2434:UTM  16      -  I65 T 44 AZ MK                           185 38 04.0
 GZ2434
 GZ2434|---------------------------------------------------------------------|
 GZ2434| PID    Reference Object                     Distance      Geod. Az  |
 GZ2434|                                                           dddmmss.s |
 GZ2434| GZ2433 I65 T 44 AZ MK                                     1861932.8 |
 GZ2434| GZ2435 I65 T 44 RM 1                        10.827 METERS 23747     |
 GZ2434| GZ2436 I65 T 44 RM 2                        10.873 METERS 32029     |
 GZ2434|---------------------------------------------------------------------|
 GZ2434
 GZ2434                          SUPERSEDED SURVEY CONTROL
 GZ2434
 GZ2434  NAD 83(1993)-  37 36 19.14003(N)    085 52 01.73557(W) AD(       ) 2
 GZ2434  NAD 83(1986)-  37 36 19.14948(N)    085 52 01.74253(W) AD(       ) 2
 GZ2434  NAD 27      -  37 36 18.92800(N)    085 52 01.88171(W) AD(       ) 2
 GZ2434  NGVD 29 (??/??/92)  246.415  (m)          808.45   (f) ADJ UNCH    2 0
 GZ2434
 GZ2434.Superseded values are not recommended for survey control.
 GZ2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2434.See file dsdata.txt to determine how the superseded data were derived.
 GZ2434
 GZ2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9999462629(NAD 83)
 GZ2434_MARKER: DD = SURVEY DISK
 GZ2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2434_STAMPING: I65-T44 1965
 GZ2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2434+STABILITY: SURFACE MOTION
 GZ2434
 GZ2434  HISTORY     - Date     Condition        Report By
 GZ2434  HISTORY     - 1965     MONUMENTED       KYHD
 GZ2434  HISTORY     - 1965     GOOD             PAS
 GZ2434  HISTORY     - 1982     GOOD             KYDT
 GZ2434
 GZ2434                          STATION DESCRIPTION
 GZ2434
 GZ2434'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (HB)
 GZ2434'STATION IS LOCATED ABOUT 5.9 MILES SOUTH OF ELIZABETHTOWN, KENTUCKY
 GZ2434'ON INTERSTATE ROUTE 65 RIGHT-OF-WAY.
 GZ2434'
 GZ2434'TO REACH STATION FROM SOUTH SIDE OF THE SQUARE IN ELIZABETHTOWN,
 GZ2434'KENTUCKY, GO SOUTH ON U.S. HIGHWAY 31W TO JUNCTION WITH
 GZ2434'INTERSTATE ROUTE 65. TURN RIGHT AND GO SOUTH ON I65 ABOUT 5.0 MILES
 GZ2434'TO STATION ON RIGHT. STATION IS ON BANK ABOUT 15 FEET HIGHER THAN
 GZ2434'THE ROAD, 68.6 FEET WEST OF WEST EDGE OF INTERSTATE 65 SOUTHBOUND
 GZ2434'LANE, 4.2 FEET NORTHEAST OF 12 INCH OAK TREE, 28.4 FEET EAST OF
 GZ2434'RIGHT-OF-WAY FENCE AND 2.0 FEET EAST OF METAL WITNESS POST AND SIGN.
 GZ2434'MARK PROJECTS 5 INCHES AND DISK IS STAMPED I65-T44 1965.
 GZ2434'
 GZ2434'R.M. NO. 1 IS 35.52 FEET SOUTHWEST OF STATION, 5.7 FEET NORTHEAST OF
 GZ2434'12 INCH OAK TREE AND 2.0 FEET EAST OF RIGHT-OF-WAY FENCE.  MARK
 GZ2434'PROJECTS 4 INCHES AND DISK IS STAMPED I65-T44 NO. 1 1965.
 GZ2434'
 GZ2434'R.M. NO. 2 IS 35.67 FEET NORTHWEST OF STATION, 10.9 FEET NORTHEAST OF
 GZ2434'TWIN PRONGED HICKORY TREE AND 1.3 FEET EAST OF RIGHT-OF-WAY
 GZ2434'FENCE.  MARK PROJECTS 4 INCHES AND DISK IS STAMPED I65-T44 NO. 2
 GZ2434'1965.
 GZ2434'
 GZ2434'AZIMUTH MARK IS ABOUT 0.75 MILE SOUTH OF STATION ON NORTH SIDE OF
 GZ2434'OVERHEAD BRIDGE AT STATE HIGHWAY 222 INTERCHANGE, 29.0 FEET EAST OF
 GZ2434'EAST EDGE OF NORTHBOUND LANE OF I65, 11.8 FEET NORTHEAST OF BRIDGE
 GZ2434'POST AND 1.6 FEET WEST OF METAL WITNESS POST AND SIGN.  DISK IS
 GZ2434'STAMPED I65-T44 1965.
 GZ2434'
 GZ2434'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2434'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 GZ2434'DESCRIBED.
 GZ2434'
 GZ2434'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
 GZ2434
 GZ2434                          STATION RECOVERY (1965)
 GZ2434
 GZ2434'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2434'5.9 MI S FROM ELIZABETHTOWN.
 GZ2434'5.9 MILES SOUTH OF ELIZABETHTOWN ON INTERSTATE ROUTE 65
 GZ2434'RIGHT-OF-WAY, 68.6 FEET WEST OF THE WEST EDGE OF THE SOUTHBOUND
 GZ2434'LANE, 28.4 FEET EAST OF RIGHT-OF-WAY FENCE AND 2 FEET EAST OF
 GZ2434'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ2434'SURVEY STATION MARK SET IN CONCRETE AND STAMPED I65-T44 1965.
 GZ2434
 GZ2434                          STATION RECOVERY (1982)
 GZ2434
 GZ2434'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2433 ***********************************************************************
 GZ2433  DESIGNATION -  I65 T 44 AZ MK
 GZ2433  PID         -  GZ2433
 GZ2433  STATE/COUNTY-  KY/HARDIN
 GZ2433  USGS QUAD   -  TONIEVILLE (1992)
 GZ2433
 GZ2433                         *CURRENT SURVEY CONTROL
 GZ2433  ___________________________________________________________________
 GZ2433* NAD 83(1986)-  37 36 05.     (N)    085 52 04.     (W)     SCALED    
 GZ2433* NAVD 88     -       222.389  (meters)     729.62   (feet)  ADJUSTED  
 GZ2433  ___________________________________________________________________
 GZ2433  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GZ2433  DYNAMIC HT  -         222.218 (meters)     729.06  (feet)  COMP
 GZ2433  MODELED GRAV-     979,856.7   (mgal)                       NAVD 88
 GZ2433
 GZ2433  VERT ORDER  -  SECOND    CLASS 0
 GZ2433
 GZ2433.The horizontal coordinates were scaled from a topographic map and have
 GZ2433.an estimated accuracy of +/- 6 seconds.
 GZ2433
 GZ2433.The orthometric height was determined by differential leveling
 GZ2433.and adjusted by the National Geodetic Survey in June 1991..
 GZ2433
 GZ2433.The geoid height was determined by GEOID03.
 GZ2433
 GZ2433.The dynamic height is computed by dividing the NAVD 88
 GZ2433.geopotential number by the normal gravity value computed on the
 GZ2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2433.degrees latitude (g = 980.6199 gals.).
 GZ2433
 GZ2433.The modeled gravity was interpolated from observed gravity values.
 GZ2433
 GZ2433;                    North         East    Units  Estimated Accuracy
 GZ2433;SPC KY1Z     - 1,140,740.    1,489,600.      MT  (+/- 180 meters Scaled)
 GZ2433
 GZ2433                          SUPERSEDED SURVEY CONTROL
 GZ2433
 GZ2433  NGVD 29 (??/??/92)  222.502  (m)          729.99   (f) ADJ UNCH    2 0
 GZ2433
 GZ2433.Superseded values are not recommended for survey control.
 GZ2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2433.See file dsdata.txt to determine how the superseded data were derived.
 GZ2433
 GZ2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG999621(NAD 83)
 GZ2433_MARKER: DZ = AZIMUTH MARK DISK
 GZ2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2433_STAMPING: I65-T44 1965
 GZ2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2433+STABILITY: SURFACE MOTION
 GZ2433
 GZ2433  HISTORY     - Date     Condition        Report By
 GZ2433  HISTORY     - 1965     MONUMENTED       KYHD
 GZ2433  HISTORY     - 1982     GOOD             KYDT
 GZ2433
 GZ2433                          STATION DESCRIPTION
 GZ2433
 GZ2433'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965
 GZ2433'6.6 MI S FROM ELIZABETHTOWN.
 GZ2433'6.6 MILES SOUTH OF ELIZABETHTOWN ON INTERSTATE HIGHWAY 65 ON
 GZ2433'NORTH SIDE OF OVERHEAD BRIDGE AT STATE ROUTE 222 INTERCHANGE, 29
 GZ2433'FEET EAST OF EAST EDGE OF NORTHBOUND LANE OF I65, 11.8 FEET
 GZ2433'NORTHEAST OF BRIDGE POST AND 1.6 FEET WEST OF METAL WITNESS
 GZ2433'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY AZIMUTH
 GZ2433'MARK SET IN CONCRETE POST AND STAMPED I65-T44 1965.
 GZ2433
 GZ2433                          STATION RECOVERY (1982)
 GZ2433
 GZ2433'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2435 ***********************************************************************
 GZ2435  DESIGNATION -  I65 T 44 RM 1
 GZ2435  PID         -  GZ2435
 GZ2435  STATE/COUNTY-  KY/HARDIN
 GZ2435  USGS QUAD   -  TONIEVILLE (1992)
 GZ2435
 GZ2435                         *CURRENT SURVEY CONTROL
 GZ2435  ___________________________________________________________________
 GZ2435* NAD 83(1986)-  37 36 20.     (N)    085 52 01.     (W)     SCALED    
 GZ2435* NAVD 88     -       246.259  (meters)     807.93   (feet)  ADJUSTED  
 GZ2435  ___________________________________________________________________
 GZ2435  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GZ2435  DYNAMIC HT  -         246.070 (meters)     807.31  (feet)  COMP
 GZ2435  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 GZ2435
 GZ2435  VERT ORDER  -  SECOND    CLASS 0
 GZ2435
 GZ2435.The horizontal coordinates were scaled from a topographic map and have
 GZ2435.an estimated accuracy of +/- 6 seconds.
 GZ2435
 GZ2435.The orthometric height was determined by differential leveling
 GZ2435.and adjusted by the National Geodetic Survey in June 1991..
 GZ2435
 GZ2435.The geoid height was determined by GEOID03.
 GZ2435
 GZ2435.The dynamic height is computed by dividing the NAVD 88
 GZ2435.geopotential number by the normal gravity value computed on the
 GZ2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2435.degrees latitude (g = 980.6199 gals.).
 GZ2435
 GZ2435.The modeled gravity was interpolated from observed gravity values.
 GZ2435
 GZ2435;                    North         East    Units  Estimated Accuracy
 GZ2435;SPC KY1Z     - 1,141,200.    1,489,680.      MT  (+/- 180 meters Scaled)
 GZ2435
 GZ2435                          SUPERSEDED SURVEY CONTROL
 GZ2435
 GZ2435  NGVD 29 (??/??/92)  246.373  (m)          808.31   (f) ADJ UNCH    2 0
 GZ2435
 GZ2435.Superseded values are not recommended for survey control.
 GZ2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2435.See file dsdata.txt to determine how the superseded data were derived.
 GZ2435
 GZ2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG000626(NAD 83)
 GZ2435_MARKER: DR = REFERENCE MARK DISK
 GZ2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2435_STAMPING: I65-T44 NO 1 1965
 GZ2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2435+STABILITY: SURFACE MOTION
 GZ2435
 GZ2435  HISTORY     - Date     Condition        Report By
 GZ2435  HISTORY     - 1965     MONUMENTED       PAS
 GZ2435  HISTORY     - 1982     GOOD             KYDT
 GZ2435
 GZ2435                          STATION DESCRIPTION
 GZ2435
 GZ2435'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2435'5.9 MI S FROM ELIZABETHTOWN.
 GZ2435'5.9 MILES SOUTH OF ELIZABETHTOWN ON INTERSTATE ROUTE 65
 GZ2435'RIGHT-OF-WAY, 2 FEET EAST OF WEST RIGHT-OF-WAY FENCE AND 5.7
 GZ2435'FEET NORTHEAST OF 12 INCH OAK TREE.  A KENTUCKY DEPARTMENT OF
 GZ2435'HIGHWAYS SURVEY REFERENCE MARK SET IN CONCRETE POST AND STAMPED
 GZ2435'I65-T44 NO. 1 1965.
 GZ2435
 GZ2435                          STATION RECOVERY (1982)
 GZ2435
 GZ2435'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2436 ***********************************************************************
 GZ2436  DESIGNATION -  I65 T 44 RM 2
 GZ2436  PID         -  GZ2436
 GZ2436  STATE/COUNTY-  KY/HARDIN
 GZ2436  USGS QUAD   -  TONIEVILLE (1992)
 GZ2436
 GZ2436                         *CURRENT SURVEY CONTROL
 GZ2436  ___________________________________________________________________
 GZ2436* NAD 83(1986)-  37 36 20.     (N)    085 52 01.     (W)     SCALED    
 GZ2436* NAVD 88     -       245.892  (meters)     806.73   (feet)  ADJUSTED  
 GZ2436  ___________________________________________________________________
 GZ2436  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GZ2436  DYNAMIC HT  -         245.703 (meters)     806.11  (feet)  COMP
 GZ2436  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 GZ2436
 GZ2436  VERT ORDER  -  SECOND    CLASS 0
 GZ2436
 GZ2436.The horizontal coordinates were scaled from a topographic map and have
 GZ2436.an estimated accuracy of +/- 6 seconds.
 GZ2436
 GZ2436.The orthometric height was determined by differential leveling
 GZ2436.and adjusted by the National Geodetic Survey in June 1991..
 GZ2436
 GZ2436.The geoid height was determined by GEOID03.
 GZ2436
 GZ2436.The dynamic height is computed by dividing the NAVD 88
 GZ2436.geopotential number by the normal gravity value computed on the
 GZ2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2436.degrees latitude (g = 980.6199 gals.).
 GZ2436
 GZ2436.The modeled gravity was interpolated from observed gravity values.
 GZ2436
 GZ2436;                    North         East    Units  Estimated Accuracy
 GZ2436;SPC KY1Z     - 1,141,200.    1,489,680.      MT  (+/- 180 meters Scaled)
 GZ2436
 GZ2436                          SUPERSEDED SURVEY CONTROL
 GZ2436
 GZ2436  NGVD 29 (??/??/92)  246.005  (m)          807.10   (f) ADJ UNCH    2 0
 GZ2436
 GZ2436.Superseded values are not recommended for survey control.
 GZ2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2436.See file dsdata.txt to determine how the superseded data were derived.
 GZ2436
 GZ2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG000626(NAD 83)
 GZ2436_MARKER: DR = REFERENCE MARK DISK
 GZ2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2436_STAMPING: I65-T44 NO 2 1965
 GZ2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2436+STABILITY: SURFACE MOTION
 GZ2436
 GZ2436  HISTORY     - Date     Condition        Report By
 GZ2436  HISTORY     - 1965     MONUMENTED       PAS
 GZ2436  HISTORY     - 1982     GOOD             KYDT
 GZ2436
 GZ2436                          STATION DESCRIPTION
 GZ2436
 GZ2436'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2436'5.9 MI S FROM ELIZABETHTOWN.
 GZ2436'5.9 MILES SOUTH OF ELIZABETHTOWN ON INTERSTATE ROUTE 65
 GZ2436'RIGHT-OF-WAY, 10.9 FEET NORTHEAST OF TWIN PRONGED HICKORY TREE
 GZ2436'AND 1.3 FEET EAST OF WEST RIGHT-OF-WAY FENCE.  A KENTUCKY
 GZ2436'DEPARTMENT OF HIGHWAYS SURVEY REFERENCE MARK SET IN CONCRETE
 GZ2436'POST AND STAMPED I65-T44 NO. 2 1965.
 GZ2436
 GZ2436                          STATION RECOVERY (1982)
 GZ2436
 GZ2436'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2441 ***********************************************************************
 GZ2441  DESIGNATION -  I65 T 45
 GZ2441  PID         -  GZ2441
 GZ2441  STATE/COUNTY-  KY/HARDIN
 GZ2441  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2441
 GZ2441                         *CURRENT SURVEY CONTROL
 GZ2441  ___________________________________________________________________
 GZ2441* NAD 83(1993)-  37 39 08.57757(N)    085 51 22.29068(W)     ADJUSTED  
 GZ2441* NAVD 88     -       249.967  (meters)     820.10   (feet)  ADJUSTED  
 GZ2441  ___________________________________________________________________
 GZ2441  X           -     365,365.895 (meters)                     COMP
 GZ2441  Y           -  -5,043,045.210 (meters)                     COMP
 GZ2441  Z           -   3,875,100.907 (meters)                     COMP
 GZ2441  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 GZ2441  ELLIP HEIGHT-         217.32  (meters)          (02/04/97) GPS OBS
 GZ2441  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 GZ2441  DYNAMIC HT  -         249.777 (meters)     819.48  (feet)  COMP
 GZ2441  MODELED GRAV-     979,863.9   (mgal)                       NAVD 88
 GZ2441
 GZ2441  HORZ ORDER  -  FIRST
 GZ2441  VERT ORDER  -  SECOND    CLASS 0
 GZ2441  ELLP ORDER  -  FOURTH    CLASS I
 GZ2441
 GZ2441.The horizontal coordinates were established by GPS observations
 GZ2441.and adjusted by the National Geodetic Survey in February 1997..
 GZ2441
 GZ2441.The orthometric height was determined by differential leveling
 GZ2441.and adjusted by the National Geodetic Survey in June 1991..
 GZ2441
 GZ2441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ2441
 GZ2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2441
 GZ2441.The ellipsoidal height was determined by GPS observations
 GZ2441.and is referenced to NAD 83.
 GZ2441
 GZ2441.The geoid height was determined by GEOID03.
 GZ2441
 GZ2441.The dynamic height is computed by dividing the NAVD 88
 GZ2441.geopotential number by the normal gravity value computed on the
 GZ2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2441.degrees latitude (g = 980.6199 gals.).
 GZ2441
 GZ2441.The modeled gravity was interpolated from observed gravity values.
 GZ2441
 GZ2441;                    North         East     Units Scale Factor Converg.
 GZ2441;SPC KY1Z     - 1,146,396.688 1,490,629.875   MT  0.99991255   -0 03 54.7
 GZ2441;SPC KY1Z     - 3,761,136.47  4,890,508.18   sFT  0.99991255   -0 03 54.7
 GZ2441;SPC KY S     -   646,387.886   490,629.423   MT  0.99996078   -0 03 51.8
 GZ2441;SPC KY S     - 2,120,690.92  1,609,673.37   sFT  0.99996078   -0 03 51.8
 GZ2441;UTM  16      - 4,167,862.558   600,897.193   MT  0.99972539   +0 41 55.6
 GZ2441
 GZ2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2441!SPC KY1Z     -   0.99996590  x   0.99991255  =   0.99987845
 GZ2441!SPC KY S     -   0.99996590  x   0.99996078  =   0.99992668
 GZ2441!UTM  16      -   0.99996590  x   0.99972539  =   0.99969130
 GZ2441
 GZ2441:                Primary Azimuth Mark                     Grid Az
 GZ2441:SPC KY1Z     -  I65 T 45 AZ MK                           007 30 08.5
 GZ2441:SPC KY S     -  I65 T 45 AZ MK                           007 30 05.6
 GZ2441:UTM  16      -  I65 T 45 AZ MK                           006 44 18.2
 GZ2441
 GZ2441|---------------------------------------------------------------------|
 GZ2441| PID    Reference Object                     Distance      Geod. Az  |
 GZ2441|                                                           dddmmss.s |
 GZ2441| GZ2443 I65 T 45 AZ MK                      APPROX. 1.8 KM 0072613.8 |
 GZ2441| GZ2442 I65 T 45 RM 1                        10.598 METERS 02600     |
 GZ2441| GZ2440 I65 T 45 RM 2                        12.265 METERS 17053     |
 GZ2441|---------------------------------------------------------------------|
 GZ2441
 GZ2441                          SUPERSEDED SURVEY CONTROL
 GZ2441
 GZ2441  NAD 83(1993)-  37 39 08.57468(N)    085 51 22.28487(W) AD(       ) 2
 GZ2441  NAD 83(1986)-  37 39 08.58356(N)    085 51 22.29207(W) AD(       ) 2
 GZ2441  NAD 27      -  37 39 08.36122(N)    085 51 22.43489(W) AD(       ) 2
 GZ2441  NAVD 88 (02/04/97)  249.97   (m)          820.1    (f) LEVELING    3  
 GZ2441  NGVD 29 (??/??/92)  250.084  (m)          820.48   (f) ADJ UNCH    2 0
 GZ2441
 GZ2441.Superseded values are not recommended for survey control.
 GZ2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2441.See file dsdata.txt to determine how the superseded data were derived.
 GZ2441
 GZ2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0089767863(NAD 83)
 GZ2441_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2441_STAMPING: I65 T 45 1965
 GZ2441_MARK LOGO: KYDT  
 GZ2441_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2441+STABILITY: SURFACE MOTION
 GZ2441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2441+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 GZ2441
 GZ2441  HISTORY     - Date     Condition        Report By
 GZ2441  HISTORY     - 1965     MONUMENTED       PAS
 GZ2441  HISTORY     - 1965     GOOD             PAS
 GZ2441  HISTORY     - 1982     GOOD             KYDT
 GZ2441  HISTORY     - 19961110 GOOD             LOWE
 GZ2441  HISTORY     - 20010919 GOOD             KYDT
 GZ2441
 GZ2441                          STATION DESCRIPTION
 GZ2441
 GZ2441'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965 (HB)
 GZ2441'STATION IS LOCATED ABOUT 2.8 MILES SOUTH OF ELIZABETHTOWN, KENTUCKY
 GZ2441'AND ABOUT 7.2 MILES NORTHEAST OF SONORA, KENTUCKY ON INTERSTATE 65
 GZ2441'RIGHT-OF-WAY.
 GZ2441'
 GZ2441'TO REACH STATION FROM THE JUNCTION OF THE L AND N RAILROAD TRACK AND
 GZ2441'STATE HWY 84 IN SONORA, KENTUCKY, GO EAST ON STATE HIGHWAY 84 TO
 GZ2441'JUNCTION WITH INTERSTATE 65. TAKE NORTHBOUND RAMP AND GO NORTH ON
 GZ2441'INTERSTATE ROUTE 65 ABOUT 7.0 MILES TO WEIGH STATION RAMP ON RIGHT.
 GZ2441'TURN RIGHT ON RAMP AND GO NORTHEAST 0.2 MILE TO STATION ON LEFT,
 GZ2441'150.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF WEIGH STATION, 49.0
 GZ2441'FEET EAST OF EAST EDGE OF NORTHBOUND LANE OF INTERSTATE 65, 42.4 FEET
 GZ2441'SOUTH OF METAL LIGHT POLE, AND 1.7 FEET WEST OF METAL WITNESS POST
 GZ2441'AND SIGN. MARK PROJECT 5 INCHES AND DISK IS STAMPED I65-T45 1965.
 GZ2441'
 GZ2441'R.M. NO. 1 IS 34.77 FEET NORTH-NORTHEAST OF STATION, 116.0 FEET
 GZ2441'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF WEIGH STATION, 8.9 FEET
 GZ2441'WEST OF WEST EDGE OF PAVEMENT OF RAMP TO WEIGH STATION AND 8.2 FEET
 GZ2441'SOUTH OF METAL LIGHT POLE. MARK PROJECTS 3 INCHES AND DISK IS
 GZ2441'STAMPED I65-T45 NO. 1 1965.
 GZ2441'
 GZ2441'R.M. NO. 2 IS 40.24 FEET SOUTHEAST OF STATION, 62.0 FEET EAST OF EAST
 GZ2441'EDGE OF NORTHBOUND LANE OF INTERSTATE 65 AND 5.4 FEET WEST OF WEST
 GZ2441'EDGE OF RAMP TO WEIGH STATION. MARK PROJECTS 2 INCHES AND DISK IS
 GZ2441'STAMPED I65-T45 NO. 2 1965.
 GZ2441'
 GZ2441'AZIMUTH MARK IS ABOUT 1.10 MILES NORTH OF STATION ON BANK ABOUT 20
 GZ2441'FEET HIGHER THAN THE ROAD, 11.7 FEET EAST OF RIGHT- OF-WAY FENCE
 GZ2441'AND 1.8 FEET EAST OF METAL WITNESS POST AND SIGN. MARK PROJECTS 3
 GZ2441'INCHES AND DISK IS STAMPED I65-T45 1965.
 GZ2441'
 GZ2441'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2441'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 GZ2441'DESCRIBED.
 GZ2441'
 GZ2441'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 GZ2441
 GZ2441                          STATION RECOVERY (1965)
 GZ2441
 GZ2441'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2441'2.8 MI S FROM ELIZABETHTOWN.
 GZ2441'2.8 MILES SOUTH OF ELIZABETHTOWN ON INTERSTATE ROUTE 65
 GZ2441'RIGHT-OF-WAY AND AT WEIGH STATION FOR NORTHBOUND TRAFFIC, 150
 GZ2441'FEET SOUTHWEST OF SOUTHWEST CORNER OF WEIGH STATION, 49 FEET
 GZ2441'EAST OF EAST EDGE OF NORTHBOUND LANE OF I65, 42.40 FEET SOUTH
 GZ2441'OF METAL LIGHT POLE AND 1.7 FEET WEST OF METAL WITNESS POST AND
 GZ2441'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY STATION MARK SET
 GZ2441'IN CONCRETE POST AND STAMPED I65-T45 1965.
 GZ2441
 GZ2441                          STATION RECOVERY (1982)
 GZ2441
 GZ2441'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2441'RECOVERED IN GOOD CONDITION.
 GZ2441
 GZ2441                          STATION RECOVERY (1996)
 GZ2441
 GZ2441'RECOVERY NOTE BY LOWE ENGINEERS 1996 (GRP)
 GZ2441'RECOVERED AS DESCRIBED.
 GZ2441
 GZ2441                          STATION RECOVERY (2001)
 GZ2441
 GZ2441'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2443 ***********************************************************************
 GZ2443  DESIGNATION -  I65 T 45 AZ MK
 GZ2443  PID         -  GZ2443
 GZ2443  STATE/COUNTY-  KY/HARDIN
 GZ2443  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2443
 GZ2443                         *CURRENT SURVEY CONTROL
 GZ2443  ___________________________________________________________________
 GZ2443* NAD 83(1993)-  37 40 05.75348(N)    085 51 12.90141(W)     ADJUSTED  
 GZ2443* NAVD 88     -       245.121  (meters)     804.20   (feet)  ADJUSTED  
 GZ2443  ___________________________________________________________________
 GZ2443  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 GZ2443  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 GZ2443  DYNAMIC HT  -         244.935 (meters)     803.59  (feet)  COMP
 GZ2443  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 GZ2443
 GZ2443  HORZ ORDER  -  SECOND
 GZ2443  VERT ORDER  -  SECOND    CLASS 0
 GZ2443
 GZ2443.The horizontal coordinates were established by classical geodetic methods
 GZ2443.and adjusted by the National Geodetic Survey in May 1999..
 GZ2443
 GZ2443.The orthometric height was determined by differential leveling
 GZ2443.and adjusted by the National Geodetic Survey in June 1991..
 GZ2443
 GZ2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2443
 GZ2443.The geoid height was determined by GEOID03.
 GZ2443
 GZ2443.The dynamic height is computed by dividing the NAVD 88
 GZ2443.geopotential number by the normal gravity value computed on the
 GZ2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2443.degrees latitude (g = 980.6199 gals.).
 GZ2443
 GZ2443.The modeled gravity was interpolated from observed gravity values.
 GZ2443
 GZ2443;                    North         East     Units Scale Factor Converg.
 GZ2443;SPC KY1Z     - 1,148,159.039 1,490,861.967   MT  0.99991151   -0 03 48.9
 GZ2443;SPC KY1Z     - 3,766,918.45  4,891,269.64   sFT  0.99991151   -0 03 48.9
 GZ2443;SPC KY S     -   648,150.328   490,861.502   MT  0.99996236   -0 03 46.2
 GZ2443;SPC KY S     - 2,126,473.20  1,610,434.78   sFT  0.99996236   -0 03 46.2
 GZ2443;UTM  16      - 4,169,627.518   601,105.723   MT  0.99972591   +0 42 02.2
 GZ2443
 GZ2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2443!SPC KY1Z     -   0.99996667  x   0.99991151  =   0.99987818
 GZ2443!SPC KY S     -   0.99996667  x   0.99996236  =   0.99992903
 GZ2443!UTM  16      -   0.99996667  x   0.99972591  =   0.99969259
 GZ2443
 GZ2443:                Primary Azimuth Mark                     Grid Az
 GZ2443:SPC KY1Z     -  I65 T 45                                 187 30 08.4
 GZ2443:SPC KY S     -  I65 T 45                                 187 30 05.7
 GZ2443:UTM  16      -  I65 T 45                                 186 44 17.3
 GZ2443
 GZ2443|---------------------------------------------------------------------|
 GZ2443| PID    Reference Object                     Distance      Geod. Az  |
 GZ2443|                                                           dddmmss.s |
 GZ2443| GZ2441 I65 T 45                            APPROX. 1.8 KM 1872619.5 |
 GZ2443|---------------------------------------------------------------------|
 GZ2443
 GZ2443                          SUPERSEDED SURVEY CONTROL
 GZ2443
 GZ2443  NAD 83(1993)-  37 40 05.75556(N)    085 51 12.89527(W) AD(       ) 2
 GZ2443  NAD 83(1986)-  37 40 05.76358(N)    085 51 12.90264(W) AD(       ) 2
 GZ2443  NAD 27      -  37 40 05.53839(N)    085 51 13.04634(W) AD(       ) 2
 GZ2443  NGVD 29 (??/??/92)  245.239  (m)          804.59   (f) ADJ UNCH    2 0
 GZ2443
 GZ2443.Superseded values are not recommended for survey control.
 GZ2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2443.See file dsdata.txt to determine how the superseded data were derived.
 GZ2443
 GZ2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0110669628(NAD 83)
 GZ2443_MARKER: DD = SURVEY DISK
 GZ2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2443_STAMPING: I65-T45 1965
 GZ2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2443+STABILITY: SURFACE MOTION
 GZ2443
 GZ2443  HISTORY     - Date     Condition        Report By
 GZ2443  HISTORY     - 1965     MONUMENTED       KYHD
 GZ2443
 GZ2443                          STATION DESCRIPTION
 GZ2443
 GZ2443'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965
 GZ2443'1.7 MI S FROM ELIZABETHTOWN.
 GZ2443'1.7 MILES SOUTH OF ELIZABETHTOWN AND ON INTERSTATE ROUTE 65
 GZ2443'RIGHT-OF-WAY, ON BANK ABOUT 20 FEET HIGHER THAN ROAD, 11.7 FEET
 GZ2443'EAST OF WEST RIGHT-OF-WAY FENCE AND 1.8 FEET EAST OF METAL
 GZ2443'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ2443'SURVEY AZIMUTH MARK SET IN CONCRETE POST AND STAMPED I65-T45
 GZ2443'1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2442 ***********************************************************************
 GZ2442  DESIGNATION -  I65 T 45 RM 1
 GZ2442  PID         -  GZ2442
 GZ2442  STATE/COUNTY-  KY/HARDIN
 GZ2442  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2442
 GZ2442                         *CURRENT SURVEY CONTROL
 GZ2442  ___________________________________________________________________
 GZ2442* NAD 83(1986)-  37 39 09.     (N)    085 51 23.     (W)     SCALED    
 GZ2442* NAVD 88     -       250.075  (meters)     820.45   (feet)  ADJUSTED  
 GZ2442  ___________________________________________________________________
 GZ2442  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 GZ2442  DYNAMIC HT  -         249.885 (meters)     819.83  (feet)  COMP
 GZ2442  MODELED GRAV-     979,864.0   (mgal)                       NAVD 88
 GZ2442
 GZ2442  VERT ORDER  -  SECOND    CLASS 0
 GZ2442
 GZ2442.The horizontal coordinates were scaled from a topographic map and have
 GZ2442.an estimated accuracy of +/- 6 seconds.
 GZ2442
 GZ2442.The orthometric height was determined by differential leveling
 GZ2442.and adjusted by the National Geodetic Survey in June 1991..
 GZ2442
 GZ2442.The geoid height was determined by GEOID03.
 GZ2442
 GZ2442.The dynamic height is computed by dividing the NAVD 88
 GZ2442.geopotential number by the normal gravity value computed on the
 GZ2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2442.degrees latitude (g = 980.6199 gals.).
 GZ2442
 GZ2442.The modeled gravity was interpolated from observed gravity values.
 GZ2442
 GZ2442;                    North         East    Units  Estimated Accuracy
 GZ2442;SPC KY1Z     - 1,146,410.    1,490,610.      MT  (+/- 180 meters Scaled)
 GZ2442
 GZ2442                          SUPERSEDED SURVEY CONTROL
 GZ2442
 GZ2442  NGVD 29 (??/??/92)  250.192  (m)          820.84   (f) ADJ UNCH    2 0
 GZ2442
 GZ2442.Superseded values are not recommended for survey control.
 GZ2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2442.See file dsdata.txt to determine how the superseded data were derived.
 GZ2442
 GZ2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG008678(NAD 83)
 GZ2442_MARKER: DR = REFERENCE MARK DISK
 GZ2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2442_STAMPING: I65-T45 NO 1 1965
 GZ2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2442+STABILITY: SURFACE MOTION
 GZ2442
 GZ2442  HISTORY     - Date     Condition        Report By
 GZ2442  HISTORY     - 1965     MONUMENTED       PAS
 GZ2442
 GZ2442                          STATION DESCRIPTION
 GZ2442
 GZ2442'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2442'2.8 MI S FROM ELIZABETHTOWN.
 GZ2442'2.8 MILES SOUTH OF ELIZABETHTOWN ON INTERSTATE ROUTE 65
 GZ2442'RIGHT-OF-WAY AND AT WEIGH STATION FOR NORTHBOUND TRAFFIC, 116
 GZ2442'FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF WEIGH STATION, 8.9
 GZ2442'FEET WEST OF WEST EDGE OF PAVEMENT OF RAMP TO WEIGH STATION
 GZ2442'AND 8.2 FEET SOUTH OF METAL LIGHT POLE.  A KENTUCKY DEPARTMENT
 GZ2442'OF HIGHWAYS SURVEY REFERENCE MARK SET IN CONCRETE POST AND
 GZ2442'STAMPED I65-T45 NO. 1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2440 ***********************************************************************
 GZ2440  DESIGNATION -  I65 T 45 RM 2
 GZ2440  PID         -  GZ2440
 GZ2440  STATE/COUNTY-  KY/HARDIN
 GZ2440  USGS QUAD   -  ELIZABETHTOWN (1991)
 GZ2440
 GZ2440                         *CURRENT SURVEY CONTROL
 GZ2440  ___________________________________________________________________
 GZ2440* NAD 83(1986)-  37 39 09.     (N)    085 51 23.     (W)     SCALED    
 GZ2440* NAVD 88     -       249.872  (meters)     819.79   (feet)  ADJUSTED  
 GZ2440  ___________________________________________________________________
 GZ2440  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 GZ2440  DYNAMIC HT  -         249.682 (meters)     819.16  (feet)  COMP
 GZ2440  MODELED GRAV-     979,864.0   (mgal)                       NAVD 88
 GZ2440
 GZ2440  VERT ORDER  -  SECOND    CLASS 0
 GZ2440
 GZ2440.The horizontal coordinates were scaled from a topographic map and have
 GZ2440.an estimated accuracy of +/- 6 seconds.
 GZ2440
 GZ2440.The orthometric height was determined by differential leveling
 GZ2440.and adjusted by the National Geodetic Survey in June 1991..
 GZ2440
 GZ2440.The geoid height was determined by GEOID03.
 GZ2440
 GZ2440.The dynamic height is computed by dividing the NAVD 88
 GZ2440.geopotential number by the normal gravity value computed on the
 GZ2440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2440.degrees latitude (g = 980.6199 gals.).
 GZ2440
 GZ2440.The modeled gravity was interpolated from observed gravity values.
 GZ2440
 GZ2440;                    North         East    Units  Estimated Accuracy
 GZ2440;SPC KY1Z     - 1,146,410.    1,490,610.      MT  (+/- 180 meters Scaled)
 GZ2440
 GZ2440                          SUPERSEDED SURVEY CONTROL
 GZ2440
 GZ2440  NGVD 29 (??/??/92)  249.988  (m)          820.17   (f) ADJ UNCH    2 0
 GZ2440
 GZ2440.Superseded values are not recommended for survey control.
 GZ2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2440.See file dsdata.txt to determine how the superseded data were derived.
 GZ2440
 GZ2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG008678(NAD 83)
 GZ2440_MARKER: DR = REFERENCE MARK DISK
 GZ2440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2440_STAMPING: I65-T45 NO 2 1965
 GZ2440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2440+STABILITY: SURFACE MOTION
 GZ2440
 GZ2440  HISTORY     - Date     Condition        Report By
 GZ2440  HISTORY     - 1965     MONUMENTED       PAS
 GZ2440  HISTORY     - 1982     GOOD             KYDT
 GZ2440
 GZ2440                          STATION DESCRIPTION
 GZ2440
 GZ2440'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 GZ2440'2.8 MI S FROM ELIZABETHTOWN.
 GZ2440'2.8 MILES SOUTH OF ELIZABETHTOWN ON INTERSTATE ROUTE 65
 GZ2440'RIGHT-OF-WAY AND AT WEIGH STATION FOR NORTHBOUND TRAFFIC, 62
 GZ2440'FEET EAST OF EAST EDGE OF NORTHBOUND LANE OF I65 AND 5.4 FEET
 GZ2440'WEST OF WEST EDGE OF RAMP TO WEIGH STATION.  A KENTUCKY
 GZ2440'DEPARTMENT OF HIGHWAYS SURVEY REFERENCE MARK SET IN CONCRETE
 GZ2440'POST AND STAMPED I65-T45 NO. 2 1965.
 GZ2440
 GZ2440                          STATION RECOVERY (1982)
 GZ2440
 GZ2440'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0148 ***********************************************************************
 HA0148  DESIGNATION -  I7
 HA0148  PID         -  HA0148
 HA0148  STATE/COUNTY-  KY/WARREN
 HA0148  USGS QUAD   -  SMITHS GROVE (1994)
 HA0148
 HA0148                         *CURRENT SURVEY CONTROL
 HA0148  ___________________________________________________________________
 HA0148* NAD 83(1986)-  37 03 10.     (N)    086 12 11.     (W)     SCALED    
 HA0148* NAVD 88     -       191.913  (meters)     629.63   (feet)  ADJUSTED  
 HA0148  ___________________________________________________________________
 HA0148  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HA0148  DYNAMIC HT  -         191.765 (meters)     629.15  (feet)  COMP
 HA0148  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 HA0148
 HA0148  VERT ORDER  -  FIRST     CLASS I
 HA0148
 HA0148.The horizontal coordinates were scaled from a topographic map and have
 HA0148.an estimated accuracy of +/- 6 seconds.
 HA0148
 HA0148.The orthometric height was determined by differential leveling
 HA0148.and adjusted by the National Geodetic Survey in June 1991..
 HA0148.WARNING-Repeat measurements at this control monument indicate possible
 HA0148.vertical movement.
 HA0148
 HA0148.The geoid height was determined by GEOID03.
 HA0148
 HA0148.The dynamic height is computed by dividing the NAVD 88
 HA0148.geopotential number by the normal gravity value computed on the
 HA0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0148.degrees latitude (g = 980.6199 gals.).
 HA0148
 HA0148.The modeled gravity was interpolated from observed gravity values.
 HA0148
 HA0148;                    North         East    Units  Estimated Accuracy
 HA0148;SPC KY1Z     - 1,079,950.    1,459,700.      MT  (+/- 180 meters Scaled)
 HA0148
 HA0148                          SUPERSEDED SURVEY CONTROL
 HA0148
 HA0148  NGVD 29 (??/??/92)  192.025  (m)          630.00   (f) ADJ UNCH    1 1
 HA0148
 HA0148.Superseded values are not recommended for survey control.
 HA0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0148.See file dsdata.txt to determine how the superseded data were derived.
 HA0148
 HA0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG708010(NAD 83)
 HA0148_MARKER: DB = BENCH MARK DISK
 HA0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0148_STAMPING: I 7 1921
 HA0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0148+STABILITY: SURFACE MOTION
 HA0148
 HA0148  HISTORY     - Date     Condition        Report By
 HA0148  HISTORY     - 1921     MONUMENTED       CGS
 HA0148  HISTORY     - 1968     GOOD             NGS
 HA0148
 HA0148                          STATION DESCRIPTION
 HA0148
 HA0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0148'0.3 MI NE FROM SMITHS GROVE.
 HA0148'ABOUT 0.3 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HA0148'RAILROAD FROM THE CROSSING OF THE RAILROAD AND STATE HIGHWAY
 HA0148'101 AT SMITHS GROVE, 229 FEET SOUTHWEST OF THE CENTER OF A
 HA0148'CROSSING OF A RAILROAD AND A PAVED ROAD, 26 1/2 FEET SOUTH OF
 HA0148'THE SOUTH RAIL, 62 FEET WEST OF A TELEPHONE POLE, 1.0 FOOT NORTH
 HA0148'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 HA0148'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL
 HA0148'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1553 ***********************************************************************
 HZ1553  DESIGNATION -  I71 L 10
 HZ1553  PID         -  HZ1553
 HZ1553  STATE/COUNTY-  KY/JEFFERSON
 HZ1553  USGS QUAD   -  ANCHORAGE (1987)
 HZ1553
 HZ1553                         *CURRENT SURVEY CONTROL
 HZ1553  ___________________________________________________________________
 HZ1553* NAD 83(1986)-  38 18 05.     (N)    085 36 25.     (W)     SCALED    
 HZ1553* NAVD 88     -       191.526  (meters)     628.36   (feet)  ADJUSTED  
 HZ1553  ___________________________________________________________________
 HZ1553  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1553  DYNAMIC HT  -         191.398 (meters)     627.94  (feet)  COMP
 HZ1553  MODELED GRAV-     979,953.2   (mgal)                       NAVD 88
 HZ1553
 HZ1553  VERT ORDER  -  SECOND    CLASS 0
 HZ1553
 HZ1553.The horizontal coordinates were scaled from a topographic map and have
 HZ1553.an estimated accuracy of +/- 6 seconds.
 HZ1553
 HZ1553.The orthometric height was determined by differential leveling
 HZ1553.and adjusted by the National Geodetic Survey in June 1991..
 HZ1553
 HZ1553.The geoid height was determined by GEOID03.
 HZ1553
 HZ1553.The dynamic height is computed by dividing the NAVD 88
 HZ1553.geopotential number by the normal gravity value computed on the
 HZ1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1553.degrees latitude (g = 980.6199 gals.).
 HZ1553
 HZ1553.The modeled gravity was interpolated from observed gravity values.
 HZ1553
 HZ1553;                    North         East    Units  Estimated Accuracy
 HZ1553;SPC KY1Z     - 1,218,430.    1,512,510.      MT  (+/- 180 meters Scaled)
 HZ1553
 HZ1553                          SUPERSEDED SURVEY CONTROL
 HZ1553
 HZ1553  NGVD 29 (??/??/92)  191.682  (m)          628.88   (f) ADJ UNCH    2 0
 HZ1553
 HZ1553.Superseded values are not recommended for survey control.
 HZ1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1553.See file dsdata.txt to determine how the superseded data were derived.
 HZ1553
 HZ1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH218401(NAD 83)
 HZ1553_MARKER: DD = SURVEY DISK
 HZ1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1553_STAMPING: I71-L10-1960
 HZ1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1553+STABILITY: SURFACE MOTION
 HZ1553
 HZ1553  HISTORY     - Date     Condition        Report By
 HZ1553  HISTORY     - 1960     MONUMENTED       PAS
 HZ1553  HISTORY     - 1981     GOOD             KYDT
 HZ1553
 HZ1553                          STATION DESCRIPTION
 HZ1553
 HZ1553'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1553'4.3 MI N FROM LYNDON.
 HZ1553'ABOUT 1.0 MILE NORTHWEST ALONG LYNDON LANE FROM THE POST OFFICE IN
 HZ1553'LYNDON, THENCE ABOUT 0.1 MILE SOUTHWEST ALONG WESTPORT ROAD, THENCE
 HZ1553'ABOUT 1.15 MILES NORTHWEST ALONG HERR LANE, THENCE ABOUT 1.65 MILES
 HZ1553'NORTHEAST ALONG STATE HIGHWAY 22 (BROWNSBORO ROAD), THENCE ABOUT
 HZ1553'0.4 MILE NORTHWEST ALONG BARBOUR LANE, 30.5 FEET SOUTHWEST OF CENTER
 HZ1553'OF ROAD, 29.5 FEET SOUTHEAST OF SOUTH END OF GATE, 4.2 FEET EAST
 HZ1553'OF A METAL WITNESS POST AND SIGN, 3.5 FEET WEST OF POWER POLE
 HZ1553'NS-74, 1.9 FEET NORTHEAST OF WIRE FENCE.  A KENTUCKY DEPARTMENT
 HZ1553'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE CYLINDER
 HZ1553'PROJECTING 6 INCHES AND STAMPED I71-L10-1960.
 HZ1553
 HZ1553                          STATION RECOVERY (1981)
 HZ1553
 HZ1553'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1554 ***********************************************************************
 HZ1554  DESIGNATION -  I71 L 11
 HZ1554  PID         -  HZ1554
 HZ1554  STATE/COUNTY-  KY/JEFFERSON
 HZ1554  USGS QUAD   -  ANCHORAGE (1987)
 HZ1554
 HZ1554                         *CURRENT SURVEY CONTROL
 HZ1554  ___________________________________________________________________
 HZ1554* NAD 83(1986)-  38 18 38.     (N)    085 35 13.     (W)     SCALED    
 HZ1554* NAVD 88     -       199.692  (meters)     655.16   (feet)  ADJUSTED  
 HZ1554  ___________________________________________________________________
 HZ1554  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1554  DYNAMIC HT  -         199.558 (meters)     654.72  (feet)  COMP
 HZ1554  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 HZ1554
 HZ1554  VERT ORDER  -  SECOND    CLASS 0
 HZ1554
 HZ1554.The horizontal coordinates were scaled from a topographic map and have
 HZ1554.an estimated accuracy of +/- 6 seconds.
 HZ1554
 HZ1554.The orthometric height was determined by differential leveling
 HZ1554.and adjusted by the National Geodetic Survey in June 1991..
 HZ1554
 HZ1554.The geoid height was determined by GEOID03.
 HZ1554
 HZ1554.The dynamic height is computed by dividing the NAVD 88
 HZ1554.geopotential number by the normal gravity value computed on the
 HZ1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1554.degrees latitude (g = 980.6199 gals.).
 HZ1554
 HZ1554.The modeled gravity was interpolated from observed gravity values.
 HZ1554
 HZ1554;                    North         East    Units  Estimated Accuracy
 HZ1554;SPC KY1Z     - 1,219,450.    1,514,260.      MT  (+/- 180 meters Scaled)
 HZ1554
 HZ1554                          SUPERSEDED SURVEY CONTROL
 HZ1554
 HZ1554  NGVD 29 (??/??/92)  199.848  (m)          655.67   (f) ADJ UNCH    2 0
 HZ1554
 HZ1554.Superseded values are not recommended for survey control.
 HZ1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1554.See file dsdata.txt to determine how the superseded data were derived.
 HZ1554
 HZ1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH235412(NAD 83)
 HZ1554_MARKER: DD = SURVEY DISK
 HZ1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1554_STAMPING: I71-L11-1960
 HZ1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1554+STABILITY: SURFACE MOTION
 HZ1554
 HZ1554  HISTORY     - Date     Condition        Report By
 HZ1554  HISTORY     - 1960     MONUMENTED       PAS
 HZ1554
 HZ1554                          STATION DESCRIPTION
 HZ1554
 HZ1554'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1554'6.1 MI NE FROM LYNDON.
 HZ1554'ABOUT 1.0 MILE NORTHWEST ALONG LYNDON LANE FROM THE POST OFFICE IN
 HZ1554'LYNDON, THENCE ABOUT 0.1 MILE SOUTHWEST ALONG WESTPORT ROAD,
 HZ1554'THENCE ABOUT 1.15 MILES NORTHWEST ALONG HERR LANE, THENCE ABOUT 3.2
 HZ1554'MILES NORTHEAST ALONG STATE HIGHWAY 22 (BROWNSBORO ROAD), THENCE
 HZ1554'ABOUT 0.65 MILES NORTHWEST ALONG SPRINGDALE ROAD, AT A SHARP
 HZ1554'CURVE IN ROAD, 41.5 FEET SOUTHWEST OF CENTER OF ROAD, 8.4 FEET
 HZ1554'WEST OF WEST END OF GATE AT ENTRANCE TO FIELD, 6.5 FEET SOUTHEAST
 HZ1554'OF A METAL WITNESS POST AND SIGN, AND 2.5 FEET NORTHEAST OF FENCE
 HZ1554'CORNER.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HZ1554'TOP OF A CONCRETE CYLINDER PROJECTING 3 INCHES AND STAMPED
 HZ1554'I71-L11-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1555 ***********************************************************************
 HZ1555  DESIGNATION -  I71 L 12
 HZ1555  PID         -  HZ1555
 HZ1555  STATE/COUNTY-  KY/JEFFERSON
 HZ1555  USGS QUAD   -  ANCHORAGE (1987)
 HZ1555
 HZ1555                         *CURRENT SURVEY CONTROL
 HZ1555  ___________________________________________________________________
 HZ1555* NAD 83(1986)-  38 19 17.     (N)    085 34 15.     (W)     SCALED    
 HZ1555* NAVD 88     -       196.587  (meters)     644.97   (feet)  ADJUSTED  
 HZ1555  ___________________________________________________________________
 HZ1555  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HZ1555  DYNAMIC HT  -         196.455 (meters)     644.54  (feet)  COMP
 HZ1555  MODELED GRAV-     979,952.7   (mgal)                       NAVD 88
 HZ1555
 HZ1555  VERT ORDER  -  SECOND    CLASS 0
 HZ1555
 HZ1555.The horizontal coordinates were scaled from a topographic map and have
 HZ1555.an estimated accuracy of +/- 6 seconds.
 HZ1555
 HZ1555.The orthometric height was determined by differential leveling
 HZ1555.and adjusted by the National Geodetic Survey in June 1991..
 HZ1555
 HZ1555.The geoid height was determined by GEOID03.
 HZ1555
 HZ1555.The dynamic height is computed by dividing the NAVD 88
 HZ1555.geopotential number by the normal gravity value computed on the
 HZ1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1555.degrees latitude (g = 980.6199 gals.).
 HZ1555
 HZ1555.The modeled gravity was interpolated from observed gravity values.
 HZ1555
 HZ1555;                    North         East    Units  Estimated Accuracy
 HZ1555;SPC KY1Z     - 1,220,660.    1,515,670.      MT  (+/- 180 meters Scaled)
 HZ1555
 HZ1555                          SUPERSEDED SURVEY CONTROL
 HZ1555
 HZ1555  NGVD 29 (??/??/92)  196.744  (m)          645.48   (f) ADJ UNCH    2 0
 HZ1555
 HZ1555.Superseded values are not recommended for survey control.
 HZ1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1555.See file dsdata.txt to determine how the superseded data were derived.
 HZ1555
 HZ1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH249424(NAD 83)
 HZ1555_MARKER: DD = SURVEY DISK
 HZ1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1555_STAMPING: I71-L12-1960
 HZ1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1555+STABILITY: SURFACE MOTION
 HZ1555
 HZ1555  HISTORY     - Date     Condition        Report By
 HZ1555  HISTORY     - 1960     MONUMENTED       PAS
 HZ1555
 HZ1555                          STATION DESCRIPTION
 HZ1555
 HZ1555'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1555'6.8 MI NE FROM LYNDON.
 HZ1555'ABOUT 1.0 MILE NORTHWEST ALONG LYNDON LANE FROM THE POST OFFICE
 HZ1555'IN LYNDON, THENCE ABOUT 0.1 MILE SOUTHWEST ALONG WESTPORT ROAD,
 HZ1555'THENCE ABOUT 1.15 MILES NORTHWEST ALONG HERR LANE, THENCE ABOUT
 HZ1555'3.95 MILES NORTHEAST ALONG STATE HIGHWAY 22 (BROWNSBORO ROAD),
 HZ1555'THENCE ABOUT 0.6 MILE NORTHWEST ALONG CHAMBERLAIN LANE, 30.5 FEET
 HZ1555'NORTH NORTHWEST OF A 48-INCH SYCAMORE TREE, 19 FEET EAST NORTHEAST
 HZ1555'OF INTERSECTION OF CHAMBERLAND LANE AND WOLF PEN BRANCH ROAD,
 HZ1555'16.3 FEET SOUTH SOUTHWEST OF A 40-INCH MAPLE TREE, 16.3 FEET NORTH
 HZ1555'NORTHWEST OF A METAL WITNESS POST AND SIGN, 2.4 FEET SOUTHWEST
 HZ1555'OF A WIRE FENCE AND ABOUT LEVEL WITH ROAD.  A KENTUCKY DEPARTMENT
 HZ1555'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE CYLINDER
 HZ1555'PROJECTING 5 INCHES AND STAMPED I71-L12-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1556 ***********************************************************************
 HZ1556  DESIGNATION -  I71 L 13
 HZ1556  PID         -  HZ1556
 HZ1556  STATE/COUNTY-  KY/JEFFERSON
 HZ1556  USGS QUAD   -  ANCHORAGE (1987)
 HZ1556
 HZ1556                         *CURRENT SURVEY CONTROL
 HZ1556  ___________________________________________________________________
 HZ1556* NAD 83(1986)-  38 19 03.     (N)    085 33 42.     (W)     SCALED    
 HZ1556* NAVD 88     -       213.113  (meters)     699.19   (feet)  ADJUSTED  
 HZ1556  ___________________________________________________________________
 HZ1556  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1556  DYNAMIC HT  -         212.970 (meters)     698.72  (feet)  COMP
 HZ1556  MODELED GRAV-     979,952.1   (mgal)                       NAVD 88
 HZ1556
 HZ1556  VERT ORDER  -  SECOND    CLASS 0
 HZ1556
 HZ1556.The horizontal coordinates were scaled from a topographic map and have
 HZ1556.an estimated accuracy of +/- 6 seconds.
 HZ1556
 HZ1556.The orthometric height was determined by differential leveling
 HZ1556.and adjusted by the National Geodetic Survey in June 1991..
 HZ1556
 HZ1556.The geoid height was determined by GEOID03.
 HZ1556
 HZ1556.The dynamic height is computed by dividing the NAVD 88
 HZ1556.geopotential number by the normal gravity value computed on the
 HZ1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1556.degrees latitude (g = 980.6199 gals.).
 HZ1556
 HZ1556.The modeled gravity was interpolated from observed gravity values.
 HZ1556
 HZ1556;                    North         East    Units  Estimated Accuracy
 HZ1556;SPC KY1Z     - 1,220,230.    1,516,470.      MT  (+/- 180 meters Scaled)
 HZ1556
 HZ1556                          SUPERSEDED SURVEY CONTROL
 HZ1556
 HZ1556  NGVD 29 (??/??/92)  213.270  (m)          699.70   (f) ADJ UNCH    2 0
 HZ1556
 HZ1556.Superseded values are not recommended for survey control.
 HZ1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1556.See file dsdata.txt to determine how the superseded data were derived.
 HZ1556
 HZ1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH257420(NAD 83)
 HZ1556_MARKER: DD = SURVEY DISK
 HZ1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1556_STAMPING: I71-L13-1960
 HZ1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1556+STABILITY: SURFACE MOTION
 HZ1556
 HZ1556  HISTORY     - Date     Condition        Report By
 HZ1556  HISTORY     - 1960     MONUMENTED       PAS
 HZ1556
 HZ1556                          STATION DESCRIPTION
 HZ1556
 HZ1556'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1556'6.7 MI NE FROM LYNDON.
 HZ1556'ABOUT 1.0 MILE NORTHWEST ALONG LYNDON LANE FROM THE POST OFFICE
 HZ1556'IN LYNDON, THENCE ABOUT 0.1 MILE SOUTHWEST ALONG WESTPORT ROAD,
 HZ1556'THENCE ABOUT 1.15 MILES NORTHWEST ALONG HERR LANE, THENCE ABOUT
 HZ1556'4.35 MILES NORTHEAST ALONG STATE HIGHWAY 22 (BROWNSBORO ROAD) TO
 HZ1556'WORTHINGTON, THENCE ABOUT 0.1 MILE NORTH ALONG BROWNSBORO ROAD,
 HZ1556'64.5 FEET SOUTHEAST AND ACROSS ROAD FROM POWER POLE PI-14, 35.5
 HZ1556'FEET NORTHEAST OF INTERSECTION OF ROAD AND DRIVE EAST, 8.2 FEET
 HZ1556'NORTHWEST OF THE SOUTHWEST CORNER OF STONE COLUMN ON WEST SIDE
 HZ1556'OF DRIVE, 6.5 FEET SOUTH SOUTHEAST OF NORTHWEST END OF STONE WALL,
 HZ1556'5.8 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN AND ABOUT
 HZ1556'LEVEL WITH ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HZ1556'SET IN TOP OF A CONCRETE CYLINDER PROJECTING 2 INCHES AND STAMPED
 HZ1556'I71-L13-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1557 ***********************************************************************
 HZ1557  DESIGNATION -  I71 L 14
 HZ1557  PID         -  HZ1557
 HZ1557  STATE/COUNTY-  KY/JEFFERSON
 HZ1557  USGS QUAD   -  ANCHORAGE (1987)
 HZ1557
 HZ1557                         *CURRENT SURVEY CONTROL
 HZ1557  ___________________________________________________________________
 HZ1557* NAD 83(1986)-  38 19 04.     (N)    085 32 51.     (W)     SCALED    
 HZ1557* NAVD 88     -       201.450  (meters)     660.92   (feet)  ADJUSTED  
 HZ1557  ___________________________________________________________________
 HZ1557  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1557  DYNAMIC HT  -         201.314 (meters)     660.48  (feet)  COMP
 HZ1557  MODELED GRAV-     979,951.5   (mgal)                       NAVD 88
 HZ1557
 HZ1557  VERT ORDER  -  SECOND    CLASS 0
 HZ1557
 HZ1557.The horizontal coordinates were scaled from a topographic map and have
 HZ1557.an estimated accuracy of +/- 6 seconds.
 HZ1557
 HZ1557.The orthometric height was determined by differential leveling
 HZ1557.and adjusted by the National Geodetic Survey in June 1991..
 HZ1557
 HZ1557.The geoid height was determined by GEOID03.
 HZ1557
 HZ1557.The dynamic height is computed by dividing the NAVD 88
 HZ1557.geopotential number by the normal gravity value computed on the
 HZ1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1557.degrees latitude (g = 980.6199 gals.).
 HZ1557
 HZ1557.The modeled gravity was interpolated from observed gravity values.
 HZ1557
 HZ1557;                    North         East    Units  Estimated Accuracy
 HZ1557;SPC KY1Z     - 1,220,260.    1,517,710.      MT  (+/- 180 meters Scaled)
 HZ1557
 HZ1557                          SUPERSEDED SURVEY CONTROL
 HZ1557
 HZ1557  NGVD 29 (??/??/92)  201.607  (m)          661.44   (f) ADJ UNCH    2 0
 HZ1557
 HZ1557.Superseded values are not recommended for survey control.
 HZ1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1557.See file dsdata.txt to determine how the superseded data were derived.
 HZ1557
 HZ1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH269420(NAD 83)
 HZ1557_MARKER: DD = SURVEY DISK
 HZ1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1557_STAMPING: I71-L14-1960
 HZ1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1557+STABILITY: SURFACE MOTION
 HZ1557
 HZ1557  HISTORY     - Date     Condition        Report By
 HZ1557  HISTORY     - 1960     MONUMENTED       PAS
 HZ1557
 HZ1557                          STATION DESCRIPTION
 HZ1557
 HZ1557'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1557'4.1 MI W FROM CRESTWOOD.
 HZ1557'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 HZ1557'IN CRESTWOOD, AT THE TAYLORTOWN CHURCH, ABOUT 106 FEET NORTHEAST
 HZ1557'OF INTERSECTION OF HIGHWAY 22 AND HITT ROAD, 72.5 FEET NORTH OF
 HZ1557'CENTER OF HIGHWAY 22, 30.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 HZ1557'CHURCH, 5.2 FEET WEST OF METAL WITNESS POST AND SIGN AND ABOUT
 HZ1557'5 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ1557'MARK DISK SET IN TOP OF A CONCRETE CYLINDER FLUSH WITH GROUND AND
 HZ1557'STAMPED I71-L14-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1560 ***********************************************************************
 HZ1560  DESIGNATION -  I71 L 15 RESET
 HZ1560  PID         -  HZ1560
 HZ1560  STATE/COUNTY-  KY/JEFFERSON
 HZ1560  USGS QUAD   -  ANCHORAGE (1987)
 HZ1560
 HZ1560                         *CURRENT SURVEY CONTROL
 HZ1560  ___________________________________________________________________
 HZ1560* NAD 83(1986)-  38 19 25.     (N)    085 32 57.     (W)     SCALED    
 HZ1560* NAVD 88     -       213.65   (meters)     701.0    (feet)  RESET     
 HZ1560  ___________________________________________________________________
 HZ1560  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1560
 HZ1560  VERT ORDER  -  THIRD
 HZ1560
 HZ1560.The horizontal coordinates were scaled from a topographic map and have
 HZ1560.an estimated accuracy of +/- 6 seconds.
 HZ1560
 HZ1560.The orthometric height was computed from unverified reset data.
 HZ1560.No vertical observational check was made to the station.
 HZ1560
 HZ1560.The geoid height was determined by GEOID03.
 HZ1560
 HZ1560;                    North         East    Units  Estimated Accuracy
 HZ1560;SPC KY1Z     - 1,220,910.    1,517,560.      MT  (+/- 180 meters Scaled)
 HZ1560
 HZ1560                          SUPERSEDED SURVEY CONTROL
 HZ1560
 HZ1560  NGVD 29 (??/??/??)  213.81   (m)          701.5    (f) RESET       3  
 HZ1560
 HZ1560.Superseded values are not recommended for survey control.
 HZ1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1560.See file dsdata.txt to determine how the superseded data were derived.
 HZ1560
 HZ1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH268427(NAD 83)
 HZ1560_MARKER: DB = BENCH MARK DISK
 HZ1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1560_STAMPING: I71-L15 RESET 1969
 HZ1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1560+STABILITY: SURFACE MOTION
 HZ1560
 HZ1560  HISTORY     - Date     Condition        Report By
 HZ1560  HISTORY     - 1969     MONUMENTED       CGS
 HZ1560
 HZ1560                          STATION DESCRIPTION
 HZ1560
 HZ1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HZ1560'4.1 MI W FROM CRESTWOOD.
 HZ1560'TO REACH THE MARK FROM THE POST OFFICE IN CRESTWOOD, GO WESTERLY
 HZ1560'ON STATE ROUTE 22 FOR 4.1 MILES TO HITT ROAD ON THE RIGHT.  HERE
 HZ1560'TURN RIGHT ON HITT ROAD AND GO NORTHERLY FOR 0.4 OF A MILE TO WHERE
 HZ1560'HITT ROAD CURVES SHARP RIGHT AND THE ENTRANCE INTO THE LOUISVILLE,
 HZ1560'SEWER DISTRICT METROPOLITAN HITE CREEK SEWAGE TREATMENT PLANT ON THE
 HZ1560'LEFT.  THE MARK IS A STANDARD BENCH MARK DISK CEMENTED IN A DRILL
 HZ1560'HOLE IN THE CONCRETE ANCHOR FOOTING FOR A CHAIN LINK FENCE CORNER,
 HZ1560'70 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE CURVE IN HITT
 HZ1560'ROAD, 20 FEET WEST OF A POINT ON THE NORTH-SOUTH TANGENT OF THE
 HZ1560'APPROXIMATE CENTER OF HITT ROAD, 19 FEET SOUTH OF THE CENTER OF THE
 HZ1560'LARGE GATE LEADING INTO THE SEWAGE PLANT, 6.6 FEET SOUTH-SOUTHWEST
 HZ1560'OF POWERLINE POLE NO. 01-139, 0.9 OF A FOOT SOUTH OF A METAL
 HZ1560'WITNESS POST AND SIGN, AND 0.3 OF A FOOT NORTH-NORTHEAST OF THE
 HZ1560'SOUTHEAST FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9555 ***********************************************************************
 AA9555  DESIGNATION -  I71 L 16 RESET
 AA9555  PID         -  AA9555
 AA9555  STATE/COUNTY-  KY/OLDHAM
 AA9555  USGS QUAD   -  ANCHORAGE (1987)
 AA9555
 AA9555                         *CURRENT SURVEY CONTROL
 AA9555  ___________________________________________________________________
 AA9555* NAD 83(1986)-  38 19 51.     (N)    085 32 12.     (W)     SCALED    
 AA9555* NAVD 88     -       199.50   (meters)     654.5    (feet)  RESET     
 AA9555  ___________________________________________________________________
 AA9555  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 AA9555
 AA9555  VERT ORDER  -  THIRD
 AA9555
 AA9555.The horizontal coordinates were scaled from a topographic map and have
 AA9555.an estimated accuracy of +/- 6 seconds.
 AA9555
 AA9555.The orthometric height was computed from unverified reset data.
 AA9555
 AA9555.The geoid height was determined by GEOID03.
 AA9555
 AA9555;                    North         East    Units  Estimated Accuracy
 AA9555;SPC KY1Z     - 1,221,710.    1,518,650.      MT  (+/- 180 meters Scaled)
 AA9555
 AA9555                          SUPERSEDED SURVEY CONTROL
 AA9555
 AA9555.No superseded survey control is available for this station.
 AA9555
 AA9555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH279435(NAD 83)
 AA9555_MARKER: DV = VERTICAL CONTROL DISK
 AA9555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA9555_SP_SET: CULVERT HEADWALL
 AA9555_STAMPING: I71 L 16 RESET 1992
 AA9555_MARK LOGO: NGS   
 AA9555_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9555+STABILITY: SURFACE MOTION
 AA9555
 AA9555  HISTORY     - Date     Condition        Report By
 AA9555  HISTORY     - 1992     MONUMENTED       KYDT
 AA9555
 AA9555                          STATION DESCRIPTION
 AA9555
 AA9555'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1992 (RDH)
 AA9555'2.75 MILES (4.43 KM) NORTHEAST ALONG I71 FROM I71/I265 INTERCHANGE IN
 AA9555'NORTHEASTERN JEFFERSON COUNTY, .5 MILE (0.8 KM) NORTHEAST ALONG I71
 AA9555'FROM JEFFERSON/OLDHAM COUNTY LINE, SET IN THE NORTHEAST END OF THE
 AA9555'SOUTHEAST HEADWALL OF A 6 BY 10 FOOT (3.0 M) CONCRETE BOX CULVERT
 AA9555'UNDER I71, 45 FEET (13.7 M) SOUTHEAST OF THE CENTERLINE OF NORTHBOUND
 AA9555'LANE, ABOUT 30 FEET (9.1 M) LOWER THAN ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1563 ***********************************************************************
 HZ1563  DESIGNATION -  I71 L 17
 HZ1563  PID         -  HZ1563
 HZ1563  STATE/COUNTY-  KY/OLDHAM
 HZ1563  USGS QUAD   -  ANCHORAGE (1987)
 HZ1563
 HZ1563                         *CURRENT SURVEY CONTROL
 HZ1563  ___________________________________________________________________
 HZ1563* NAD 83(1986)-  38 19 12.     (N)    085 30 50.     (W)     SCALED    
 HZ1563* NAVD 88     -       199.731  (meters)     655.28   (feet)  ADJUSTED  
 HZ1563  ___________________________________________________________________
 HZ1563  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1563  DYNAMIC HT  -         199.596 (meters)     654.84  (feet)  COMP
 HZ1563  MODELED GRAV-     979,950.3   (mgal)                       NAVD 88
 HZ1563
 HZ1563  VERT ORDER  -  SECOND    CLASS 0
 HZ1563
 HZ1563.The horizontal coordinates were scaled from a topographic map and have
 HZ1563.an estimated accuracy of +/- 6 seconds.
 HZ1563
 HZ1563.The orthometric height was determined by differential leveling
 HZ1563.and adjusted by the National Geodetic Survey in June 1991..
 HZ1563
 HZ1563.The geoid height was determined by GEOID03.
 HZ1563
 HZ1563.The dynamic height is computed by dividing the NAVD 88
 HZ1563.geopotential number by the normal gravity value computed on the
 HZ1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1563.degrees latitude (g = 980.6199 gals.).
 HZ1563
 HZ1563.The modeled gravity was interpolated from observed gravity values.
 HZ1563
 HZ1563;                    North         East    Units  Estimated Accuracy
 HZ1563;SPC KY1Z     - 1,220,510.    1,520,650.      MT  (+/- 180 meters Scaled)
 HZ1563
 HZ1563                          SUPERSEDED SURVEY CONTROL
 HZ1563
 HZ1563  NGVD 29 (??/??/92)  199.888  (m)          655.80   (f) ADJ UNCH    2 0
 HZ1563
 HZ1563.Superseded values are not recommended for survey control.
 HZ1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1563.See file dsdata.txt to determine how the superseded data were derived.
 HZ1563
 HZ1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH299423(NAD 83)
 HZ1563_MARKER: DD = SURVEY DISK
 HZ1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1563_STAMPING: I71-L17-1960
 HZ1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1563+STABILITY: SURFACE MOTION
 HZ1563
 HZ1563  HISTORY     - Date     Condition        Report By
 HZ1563  HISTORY     - 1960     MONUMENTED       PAS
 HZ1563  HISTORY     - 19980325 MARK NOT FOUND   USPSQD
 HZ1563
 HZ1563                          STATION DESCRIPTION
 HZ1563
 HZ1563'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1563'2.2 MI W FROM CRESTWOOD.
 HZ1563'ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST
 HZ1563'OFFICE IN CRESTWOOD, AT LAKE LOUISVILLA, 33.5 FEET NORTH
 HZ1563'NORTHEAST OF INTERSECTION OF HIGHWAY 22 AND DRIVE NORTH, 20
 HZ1563'FEET EAST OF CENTER OF DRIVE, 11.5 FEET WEST OF POWER POLE
 HZ1563'510-121, 10.1 FEET EAST OF A 24-INCH ASH TREE, 3.5 FEET WEST
 HZ1563'OF A METAL WITNESS POST AND SIGN AND ABOUT 1 FOOT HIGHER THAN
 HZ1563'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HZ1563'TOP OF A CONCRETE CYLINDER PROJECTING 3 INCHES AND STAMPED
 HZ1563'I71-L17-1960.
 HZ1563
 HZ1563                          STATION RECOVERY (1998)
 HZ1563
 HZ1563'RECOVERY NOTE BY US POWER SQUADRON 1998
 HZ1563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1202 ***********************************************************************
 HZ1202  DESIGNATION -  I71 L 18
 HZ1202  PID         -  HZ1202
 HZ1202  STATE/COUNTY-  KY/OLDHAM
 HZ1202  USGS QUAD   -  CRESTWOOD (1993)
 HZ1202
 HZ1202                         *CURRENT SURVEY CONTROL
 HZ1202  ___________________________________________________________________
 HZ1202* NAD 83(1986)-  38 19 14.     (N)    085 29 31.     (W)     SCALED    
 HZ1202* NAVD 88     -       230.328  (meters)     755.67   (feet)  ADJUSTED  
 HZ1202  ___________________________________________________________________
 HZ1202  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1202  DYNAMIC HT  -         230.173 (meters)     755.16  (feet)  COMP
 HZ1202  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 HZ1202
 HZ1202  VERT ORDER  -  SECOND    CLASS 0
 HZ1202
 HZ1202.The horizontal coordinates were scaled from a topographic map and have
 HZ1202.an estimated accuracy of +/- 6 seconds.
 HZ1202
 HZ1202.The orthometric height was determined by differential leveling
 HZ1202.and adjusted by the National Geodetic Survey in June 1991..
 HZ1202
 HZ1202.The geoid height was determined by GEOID03.
 HZ1202
 HZ1202.The dynamic height is computed by dividing the NAVD 88
 HZ1202.geopotential number by the normal gravity value computed on the
 HZ1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1202.degrees latitude (g = 980.6199 gals.).
 HZ1202
 HZ1202.The modeled gravity was interpolated from observed gravity values.
 HZ1202
 HZ1202;                    North         East    Units  Estimated Accuracy
 HZ1202;SPC KY1Z     - 1,220,580.    1,522,570.      MT  (+/- 180 meters Scaled)
 HZ1202
 HZ1202                          SUPERSEDED SURVEY CONTROL
 HZ1202
 HZ1202  NGVD 29 (??/??/92)  230.486  (m)          756.19   (f) ADJ UNCH    2 0
 HZ1202
 HZ1202.Superseded values are not recommended for survey control.
 HZ1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1202.See file dsdata.txt to determine how the superseded data were derived.
 HZ1202
 HZ1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH318424(NAD 83)
 HZ1202_MARKER: DD = SURVEY DISK
 HZ1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1202_STAMPING: I71-L18-1960
 HZ1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1202+STABILITY: SURFACE MOTION
 HZ1202
 HZ1202  HISTORY     - Date     Condition        Report By
 HZ1202  HISTORY     - 1960     MONUMENTED       PAS
 HZ1202
 HZ1202                          STATION DESCRIPTION
 HZ1202
 HZ1202'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1202'1.1 MI W FROM CRESTWOOD.
 HZ1202'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 HZ1202'IN CRESTWOOD, 51 FEET NORTH NORTHEAST OF INTERSECTION OF
 HZ1202'HIGHWAY 22 AND GRAVEL ROAD NORTHWEST, 41 FEET NORTHEAST OF
 HZ1202'CENTER OF GRAVEL ROAD, 9.7 FEET NORTHEAST OF POWER POLE T15-207,
 HZ1202'3.4 FEET EAST OF A METAL WITNESS POST AND SIGN, 1.8 FEET
 HZ1202'SOUTHEAST OF WIRE FENCE AND ABOUT 0.5 FOOT LOWER THAN
 HZ1202'HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HZ1202'SET IN TOP OF A CONCRETE CYLINDER PROJECTING 5 INCHES AND
 HZ1202'STAMPED I71-L18-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1204 ***********************************************************************
 HZ1204  DESIGNATION -  I71 L 19
 HZ1204  PID         -  HZ1204
 HZ1204  STATE/COUNTY-  KY/OLDHAM
 HZ1204  USGS QUAD   -  ANCHORAGE (1987)
 HZ1204
 HZ1204                         *CURRENT SURVEY CONTROL
 HZ1204  ___________________________________________________________________
 HZ1204* NAD 83(1986)-  38 19 57.     (N)    085 30 04.     (W)     SCALED    
 HZ1204* NAVD 88     -       232.309  (meters)     762.17   (feet)  ADJUSTED  
 HZ1204  ___________________________________________________________________
 HZ1204  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HZ1204  DYNAMIC HT  -         232.153 (meters)     761.66  (feet)  COMP
 HZ1204  MODELED GRAV-     979,949.8   (mgal)                       NAVD 88
 HZ1204
 HZ1204  VERT ORDER  -  SECOND    CLASS 0
 HZ1204
 HZ1204.The horizontal coordinates were scaled from a topographic map and have
 HZ1204.an estimated accuracy of +/- 6 seconds.
 HZ1204
 HZ1204.The orthometric height was determined by differential leveling
 HZ1204.and adjusted by the National Geodetic Survey in June 1991..
 HZ1204
 HZ1204.The geoid height was determined by GEOID03.
 HZ1204
 HZ1204.The dynamic height is computed by dividing the NAVD 88
 HZ1204.geopotential number by the normal gravity value computed on the
 HZ1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1204.degrees latitude (g = 980.6199 gals.).
 HZ1204
 HZ1204.The modeled gravity was interpolated from observed gravity values.
 HZ1204
 HZ1204;                    North         East    Units  Estimated Accuracy
 HZ1204;SPC KY1Z     - 1,221,900.    1,521,760.      MT  (+/- 180 meters Scaled)
 HZ1204
 HZ1204                          SUPERSEDED SURVEY CONTROL
 HZ1204
 HZ1204  NGVD 29 (??/??/92)  232.468  (m)          762.69   (f) ADJ UNCH    2 0
 HZ1204
 HZ1204.Superseded values are not recommended for survey control.
 HZ1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1204.See file dsdata.txt to determine how the superseded data were derived.
 HZ1204
 HZ1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH310437(NAD 83)
 HZ1204_MARKER: DD = SURVEY DISK
 HZ1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1204_STAMPING: I71-L19-1960
 HZ1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1204+STABILITY: SURFACE MOTION
 HZ1204
 HZ1204  HISTORY     - Date     Condition        Report By
 HZ1204  HISTORY     - 1960     MONUMENTED       PAS
 HZ1204
 HZ1204                          STATION DESCRIPTION
 HZ1204
 HZ1204'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1204'1.6 MI NW FROM CRESTWOOD.
 HZ1204'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 HZ1204'IN CRESTWOOD, THENCE ABOUT 1.0 MILE NORTHWEST ALONG GRAVEL ROAD,
 HZ1204'ABOUT 100 FEET SOUTHEAST OF ALBERT CLORES RESIDENCE, 20 FEET
 HZ1204'SOUTH SOUTHWEST OF INTERSECTION OF FARM ROAD AND DRIVE NORTHWEST
 HZ1204'TO CLORES RESIDENCE, 19 FEET SOUTHWEST OF CENTER OF GRAVEL
 HZ1204'ROAD, 12 FEET SOUTHEAST OF CENTER OF FARM ROAD, 5.0 FEET
 HZ1204'WEST OF FENCE CORNER, 4.0 FEET SOUTHWEST OF A METAL WITNESS
 HZ1204'POST AND SIGN AND 1.2 FEET NORTHWEST OF WIRE FENCE.  A
 HZ1204'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A
 HZ1204'CONCRETE CYLINDER PROJECTING 2 INCHES AND STAMPED I71-L19-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1565 ***********************************************************************
 HZ1565  DESIGNATION -  I71 L 20
 HZ1565  PID         -  HZ1565
 HZ1565  STATE/COUNTY-  KY/OLDHAM
 HZ1565  USGS QUAD   -  ANCHORAGE (1987)
 HZ1565
 HZ1565                         *CURRENT SURVEY CONTROL
 HZ1565  ___________________________________________________________________
 HZ1565* NAD 83(1986)-  38 20 16.     (N)    085 31 13.     (W)     SCALED    
 HZ1565* NAVD 88     -       206.129  (meters)     676.27   (feet)  ADJUSTED  
 HZ1565  ___________________________________________________________________
 HZ1565  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ1565  DYNAMIC HT  -         205.990 (meters)     675.82  (feet)  COMP
 HZ1565  MODELED GRAV-     979,950.2   (mgal)                       NAVD 88
 HZ1565
 HZ1565  VERT ORDER  -  SECOND    CLASS 0
 HZ1565
 HZ1565.The horizontal coordinates were scaled from a topographic map and have
 HZ1565.an estimated accuracy of +/- 6 seconds.
 HZ1565
 HZ1565.The orthometric height was determined by differential leveling
 HZ1565.and adjusted by the National Geodetic Survey in June 1991..
 HZ1565
 HZ1565.The geoid height was determined by GEOID03.
 HZ1565
 HZ1565.The dynamic height is computed by dividing the NAVD 88
 HZ1565.geopotential number by the normal gravity value computed on the
 HZ1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1565.degrees latitude (g = 980.6199 gals.).
 HZ1565
 HZ1565.The modeled gravity was interpolated from observed gravity values.
 HZ1565
 HZ1565;                    North         East    Units  Estimated Accuracy
 HZ1565;SPC KY1Z     - 1,222,490.    1,520,080.      MT  (+/- 180 meters Scaled)
 HZ1565
 HZ1565                          SUPERSEDED SURVEY CONTROL
 HZ1565
 HZ1565  NGVD 29 (??/??/92)  206.287  (m)          676.79   (f) ADJ UNCH    2 0
 HZ1565
 HZ1565.Superseded values are not recommended for survey control.
 HZ1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1565.See file dsdata.txt to determine how the superseded data were derived.
 HZ1565
 HZ1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH293443(NAD 83)
 HZ1565_MARKER: DD = SURVEY DISK
 HZ1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1565_STAMPING: I71-L20-1960
 HZ1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1565+STABILITY: SURFACE MOTION
 HZ1565
 HZ1565  HISTORY     - Date     Condition        Report By
 HZ1565  HISTORY     - 1960     MONUMENTED       PAS
 HZ1565  HISTORY     - 1979     MARK NOT FOUND   USGS
 HZ1565
 HZ1565                          STATION DESCRIPTION
 HZ1565
 HZ1565'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1565'3.4 MI NW FROM CRESTWOOD.
 HZ1565'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 HZ1565'IN CRESTWOOD, THENCE ABOUT 1.0 MILE NORTHWEST ALONG GRAVEL
 HZ1565'ROAD TO MR. ALBERT CLORES RESIDENCE, THENCE ABOUT 1.3 MILES
 HZ1565'WEST AND NORTHWEST ALONG FARM ROAD, ABOUT 0.55 MILE NORTHWEST
 HZ1565'OF A TENANT HOUSE, ON LAND OWNED BY MR. ALBERT, GEORGE AND
 HZ1565'PIERCE CLORE, AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD,
 HZ1565'32.5 FEET NORTHEAST OF FENCE CORNER, 29.3 FEET NORTHEAST OF A
 HZ1565'METAL WITNESS POST AND SIGN, 9 FEET NORTHEAST OF CENTER OF FARM
 HZ1565'ROAD AT GAP, AND 1.2 FEET EAST OF A WIRE FENCE.  A KENTUCKY
 HZ1565'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A
 HZ1565'CONCRETE CYLINDER PROJECTING 2 INCHES AND STAMPED I71-L20-1960.
 HZ1565
 HZ1565                          STATION RECOVERY (1979)
 HZ1565
 HZ1565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HZ1565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1206 ***********************************************************************
 HZ1206  DESIGNATION -  I71 L 21
 HZ1206  PID         -  HZ1206
 HZ1206  STATE/COUNTY-  KY/OLDHAM
 HZ1206  USGS QUAD   -  CRESTWOOD (1993)
 HZ1206
 HZ1206                         *CURRENT SURVEY CONTROL
 HZ1206  ___________________________________________________________________
 HZ1206* NAD 83(1986)-  38 20 20.     (N)    085 27 52.     (W)     SCALED    
 HZ1206* NAVD 88     -       240.048  (meters)     787.56   (feet)  ADJUSTED  
 HZ1206  ___________________________________________________________________
 HZ1206  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HZ1206  DYNAMIC HT  -         239.886 (meters)     787.03  (feet)  COMP
 HZ1206  MODELED GRAV-     979,949.7   (mgal)                       NAVD 88
 HZ1206
 HZ1206  VERT ORDER  -  SECOND    CLASS 0
 HZ1206
 HZ1206.The horizontal coordinates were scaled from a topographic map and have
 HZ1206.an estimated accuracy of +/- 6 seconds.
 HZ1206
 HZ1206.The orthometric height was determined by differential leveling
 HZ1206.and adjusted by the National Geodetic Survey in June 1991..
 HZ1206
 HZ1206.The geoid height was determined by GEOID03.
 HZ1206
 HZ1206.The dynamic height is computed by dividing the NAVD 88
 HZ1206.geopotential number by the normal gravity value computed on the
 HZ1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1206.degrees latitude (g = 980.6199 gals.).
 HZ1206
 HZ1206.The modeled gravity was interpolated from observed gravity values.
 HZ1206
 HZ1206;                    North         East    Units  Estimated Accuracy
 HZ1206;SPC KY1Z     - 1,222,620.    1,524,960.      MT  (+/- 180 meters Scaled)
 HZ1206
 HZ1206                          SUPERSEDED SURVEY CONTROL
 HZ1206
 HZ1206  NGVD 29 (??/??/92)  240.207  (m)          788.08   (f) ADJ UNCH    2 0
 HZ1206
 HZ1206.Superseded values are not recommended for survey control.
 HZ1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1206.See file dsdata.txt to determine how the superseded data were derived.
 HZ1206
 HZ1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH341445(NAD 83)
 HZ1206_MARKER: DD = SURVEY DISK
 HZ1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1206_STAMPING: I71-L21-1960
 HZ1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1206+STABILITY: SURFACE MOTION
 HZ1206
 HZ1206  HISTORY     - Date     Condition        Report By
 HZ1206  HISTORY     - 1960     MONUMENTED       PAS
 HZ1206
 HZ1206                          STATION DESCRIPTION
 HZ1206
 HZ1206'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1206'1.4 MI NE FROM CRESTWOOD.
 HZ1206'ABOUT 1.4 MILES NORTHEAST ALONG THE L AND N RAILWAY FROM THE
 HZ1206'STATION IN CRESTWOOD, ABOUT 0.35 MILE NORTH OF MILE POST 19,
 HZ1206'AT A GRADE CROSSING, 68.5 FEET EAST OF CENTER OF STATE HIGHWAY
 HZ1206'146, 56 FEET NORTHWEST OF MAIN TRACK CROSSING, 18.8 FEET WEST
 HZ1206'OF THE WEST RAIL OF MAIN TRACK, 9.7 FEET SOUTHEAST OF A
 HZ1206'TELEPHONE POLE, 3.7 FEET EAST OF A METAL WITNESS POST AND SIGN
 HZ1206'AND ABOUT 3 FEET LOWER THAN TRACK.  A KENTUCKY DEPARTMENT OF
 HZ1206'HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE CYLINDER
 HZ1206'PROJECTING 4 INCHES AND STAMPED I71-L21-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1207 ***********************************************************************
 HZ1207  DESIGNATION -  I71 L 22
 HZ1207  PID         -  HZ1207
 HZ1207  STATE/COUNTY-  KY/OLDHAM
 HZ1207  USGS QUAD   -  CRESTWOOD (1993)
 HZ1207
 HZ1207                         *CURRENT SURVEY CONTROL
 HZ1207  ___________________________________________________________________
 HZ1207* NAD 83(1986)-  38 21 08.     (N)    085 27 55.     (W)     SCALED    
 HZ1207* NAVD 88     -       244.142  (meters)     800.99   (feet)  ADJUSTED  
 HZ1207  ___________________________________________________________________
 HZ1207  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HZ1207  DYNAMIC HT  -         243.978 (meters)     800.45  (feet)  COMP
 HZ1207  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 HZ1207
 HZ1207  VERT ORDER  -  SECOND    CLASS 0
 HZ1207
 HZ1207.The horizontal coordinates were scaled from a topographic map and have
 HZ1207.an estimated accuracy of +/- 6 seconds.
 HZ1207
 HZ1207.The orthometric height was determined by differential leveling
 HZ1207.and adjusted by the National Geodetic Survey in June 1991..
 HZ1207
 HZ1207.The geoid height was determined by GEOID03.
 HZ1207
 HZ1207.The dynamic height is computed by dividing the NAVD 88
 HZ1207.geopotential number by the normal gravity value computed on the
 HZ1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1207.degrees latitude (g = 980.6199 gals.).
 HZ1207
 HZ1207.The modeled gravity was interpolated from observed gravity values.
 HZ1207
 HZ1207;                    North         East    Units  Estimated Accuracy
 HZ1207;SPC KY1Z     - 1,224,100.    1,524,890.      MT  (+/- 180 meters Scaled)
 HZ1207
 HZ1207                          SUPERSEDED SURVEY CONTROL
 HZ1207
 HZ1207  NGVD 29 (??/??/92)  244.302  (m)          801.51   (f) ADJ UNCH    2 0
 HZ1207
 HZ1207.Superseded values are not recommended for survey control.
 HZ1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1207.See file dsdata.txt to determine how the superseded data were derived.
 HZ1207
 HZ1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH341460(NAD 83)
 HZ1207_MARKER: DD = SURVEY DISK
 HZ1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1207_STAMPING: I71-L22-1960
 HZ1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1207+STABILITY: SURFACE MOTION
 HZ1207
 HZ1207  HISTORY     - Date     Condition        Report By
 HZ1207  HISTORY     - 1960     MONUMENTED       PAS
 HZ1207
 HZ1207                          STATION DESCRIPTION
 HZ1207
 HZ1207'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1207'2.4 MI NE FROM CRESTWOOD.
 HZ1207'ABOUT 2.4 MILES NORTHEAST ALONG THE L AND N RAILWAY FROM THE
 HZ1207'STATION IN CRESTWOOD, ABOUT 0.35 MILE NORTHEAST OF MILE POST
 HZ1207'20, AT GLENARM, AT A GRADE CROSSING, 61.2 FEET SOUTH OF THE
 HZ1207'SOUTHWEST CORNER OF A CONCRETE BLOCK GARAGE, 36.3 FEET EAST OF
 HZ1207'TELEPHONE POLE, 34 FEET WEST OF CROSSING, 16.2 FEET NORTHWEST
 HZ1207'OF THE NORTH RAIL, 4.0 FEET SOUTHWEST OF A METAL WITNESS POST
 HZ1207'AND SIGN AND ABOUT 2 FEET LOWER THAN TRACK.  A KENTUCKY DEPARTMENT
 HZ1207'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE CYLINDER
 HZ1207'PROJECTING 3 INCHES AND STAMPED I71-L22-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1214 ***********************************************************************
 HZ1214  DESIGNATION -  I71 L 23
 HZ1214  PID         -  HZ1214
 HZ1214  STATE/COUNTY-  KY/OLDHAM
 HZ1214  USGS QUAD   -  CRESTWOOD (1993)
 HZ1214
 HZ1214                         *CURRENT SURVEY CONTROL
 HZ1214  ___________________________________________________________________
 HZ1214* NAD 83(1986)-  38 21 00.     (N)    085 29 29.     (W)     SCALED    
 HZ1214* NAVD 88     -       223.124  (meters)     732.03   (feet)  ADJUSTED  
 HZ1214  ___________________________________________________________________
 HZ1214  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ1214  DYNAMIC HT  -         222.974 (meters)     731.54  (feet)  COMP
 HZ1214  MODELED GRAV-     979,950.0   (mgal)                       NAVD 88
 HZ1214
 HZ1214  VERT ORDER  -  SECOND    CLASS 0
 HZ1214
 HZ1214.The horizontal coordinates were scaled from a topographic map and have
 HZ1214.an estimated accuracy of +/- 6 seconds.
 HZ1214
 HZ1214.The orthometric height was determined by differential leveling
 HZ1214.and adjusted by the National Geodetic Survey in June 1991..
 HZ1214
 HZ1214.The geoid height was determined by GEOID03.
 HZ1214
 HZ1214.The dynamic height is computed by dividing the NAVD 88
 HZ1214.geopotential number by the normal gravity value computed on the
 HZ1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1214.degrees latitude (g = 980.6199 gals.).
 HZ1214
 HZ1214.The modeled gravity was interpolated from observed gravity values.
 HZ1214
 HZ1214;                    North         East    Units  Estimated Accuracy
 HZ1214;SPC KY1Z     - 1,223,850.    1,522,610.      MT  (+/- 180 meters Scaled)
 HZ1214
 HZ1214                          SUPERSEDED SURVEY CONTROL
 HZ1214
 HZ1214  NGVD 29 (??/??/92)  223.284  (m)          732.56   (f) ADJ UNCH    2 0
 HZ1214
 HZ1214.Superseded values are not recommended for survey control.
 HZ1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1214.See file dsdata.txt to determine how the superseded data were derived.
 HZ1214
 HZ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH318457(NAD 83)
 HZ1214_MARKER: DD = SURVEY DISK
 HZ1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1214_STAMPING: I71-L23-1960
 HZ1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1214+STABILITY: SURFACE MOTION
 HZ1214
 HZ1214  HISTORY     - Date     Condition        Report By
 HZ1214  HISTORY     - 1960     MONUMENTED       PAS
 HZ1214
 HZ1214                          STATION DESCRIPTION
 HZ1214
 HZ1214'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1214'2.2 MI NW FROM CRESTWOOD.
 HZ1214'ABOUT 0.03 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 HZ1214'IN CRESTWOOD, THENCE ABOUT 2.15 MILES NORTHWEST ALONG STATE
 HZ1214'HIGHWAY 329, ABOUT 0.55 MILE SOUTHEAST OF BROWNSBORO, 41.5
 HZ1214'FEET EAST SOUTHEAST OF INTERSECTION OF HIGHWAY AND DRIVE NORTHEAST,
 HZ1214'31 FEET SOUTH OF CENTER OF DRIVE, 30 FEET EAST OF CENTER OF
 HZ1214'HIGHWAY, 3.8 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 1.4
 HZ1214'FEET WEST OF WIRE FENCE AND ABOUT 2 FEET LOWER THAN HIGHWAY.
 HZ1214'A KENTUCKY DEPARTMENT OF HIGWAYS BENCH MARK DISK SET IN TOP OF A
 HZ1214'CONCRETE CYLINDER PROJECTING 3 INCHES AND STAMPED I71-L23-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1566 ***********************************************************************
 HZ1566  DESIGNATION -  I71 L 24
 HZ1566  PID         -  HZ1566
 HZ1566  STATE/COUNTY-  KY/OLDHAM
 HZ1566  USGS QUAD   -  ANCHORAGE (1987)
 HZ1566
 HZ1566                         *CURRENT SURVEY CONTROL
 HZ1566  ___________________________________________________________________
 HZ1566* NAD 83(1986)-  38 20 50.     (N)    085 30 14.     (W)     SCALED    
 HZ1566* NAVD 88     -       231.405  (meters)     759.20   (feet)  ADJUSTED  
 HZ1566  ___________________________________________________________________
 HZ1566  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ1566  DYNAMIC HT  -         231.249 (meters)     758.69  (feet)  COMP
 HZ1566  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 HZ1566
 HZ1566  VERT ORDER  -  SECOND    CLASS 0
 HZ1566
 HZ1566.The horizontal coordinates were scaled from a topographic map and have
 HZ1566.an estimated accuracy of +/- 6 seconds.
 HZ1566
 HZ1566.The orthometric height was determined by differential leveling
 HZ1566.and adjusted by the National Geodetic Survey in June 1991..
 HZ1566
 HZ1566.The geoid height was determined by GEOID03.
 HZ1566
 HZ1566.The dynamic height is computed by dividing the NAVD 88
 HZ1566.geopotential number by the normal gravity value computed on the
 HZ1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1566.degrees latitude (g = 980.6199 gals.).
 HZ1566
 HZ1566.The modeled gravity was interpolated from observed gravity values.
 HZ1566
 HZ1566;                    North         East    Units  Estimated Accuracy
 HZ1566;SPC KY1Z     - 1,223,540.    1,521,510.      MT  (+/- 180 meters Scaled)
 HZ1566
 HZ1566                          SUPERSEDED SURVEY CONTROL
 HZ1566
 HZ1566  NGVD 29 (??/??/92)  231.565  (m)          759.73   (f) ADJ UNCH    2 0
 HZ1566
 HZ1566.Superseded values are not recommended for survey control.
 HZ1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1566.See file dsdata.txt to determine how the superseded data were derived.
 HZ1566
 HZ1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH307454(NAD 83)
 HZ1566_MARKER: DD = SURVEY DISK
 HZ1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1566_STAMPING: I71-L24-1960
 HZ1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1566+STABILITY: SURFACE MOTION
 HZ1566
 HZ1566  HISTORY     - Date     Condition        Report By
 HZ1566  HISTORY     - 1960     MONUMENTED       PAS
 HZ1566
 HZ1566                          STATION DESCRIPTION
 HZ1566
 HZ1566'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1566'3.5 MI NW FROM CRESTWOOD.
 HZ1566'ABOUT 0.03 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 HZ1566'IN CRESTWOOD, THENCE ABOUT 2.7 MILES NORTHWEST ALONG STATE
 HZ1566'HIGHWAY 329 TO BROWNSBORO, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG
 HZ1566'OLD ZARING ROAD TO ENTRANCE TO SHADOW DAWN DAIRY FARM, THENCE
 HZ1566'ABOUT 0.3 MILE SOUTH ALONG PRIVATE DRIVE TO A FORK IN DRIVE NEAR
 HZ1566'2-STORY DWELLING, CONTINUE SOUTHWEST FOR 0.15 MILE TO A SHEET
 HZ1566'METAL BARN, 84.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF BARN,
 HZ1566'22.0 FEET SOUTH OF THE SOUTHWEST CORNER OF BARN, 10.3 FEET
 HZ1566'SOUTH OF SOUTH END OF GATE, 1.4 FEET EAST OF WIRE FENCE.  A
 HZ1566'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A
 HZ1566'CONCRETE CYLINDER PROJECTING 6 INCHES AND STAMPED I71-L24-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1218 ***********************************************************************
 HZ1218  DESIGNATION -  I71 L 25
 HZ1218  PID         -  HZ1218
 HZ1218  STATE/COUNTY-  KY/OLDHAM
 HZ1218  USGS QUAD   -  CRESTWOOD (1993)
 HZ1218
 HZ1218                         *CURRENT SURVEY CONTROL
 HZ1218  ___________________________________________________________________
 HZ1218* NAD 83(1986)-  38 21 51.     (N)    085 26 55.     (W)     SCALED    
 HZ1218* NAVD 88     -       251.267  (meters)     824.37   (feet)  ADJUSTED  
 HZ1218  ___________________________________________________________________
 HZ1218  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HZ1218  DYNAMIC HT  -         251.098 (meters)     823.81  (feet)  COMP
 HZ1218  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 HZ1218
 HZ1218  VERT ORDER  -  SECOND    CLASS 0
 HZ1218
 HZ1218.The horizontal coordinates were scaled from a topographic map and have
 HZ1218.an estimated accuracy of +/- 6 seconds.
 HZ1218
 HZ1218.The orthometric height was determined by differential leveling
 HZ1218.and adjusted by the National Geodetic Survey in June 1991..
 HZ1218
 HZ1218.The geoid height was determined by GEOID03.
 HZ1218
 HZ1218.The dynamic height is computed by dividing the NAVD 88
 HZ1218.geopotential number by the normal gravity value computed on the
 HZ1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1218.degrees latitude (g = 980.6199 gals.).
 HZ1218
 HZ1218.The modeled gravity was interpolated from observed gravity values.
 HZ1218
 HZ1218;                    North         East    Units  Estimated Accuracy
 HZ1218;SPC KY1Z     - 1,225,430.    1,526,340.      MT  (+/- 180 meters Scaled)
 HZ1218
 HZ1218                          SUPERSEDED SURVEY CONTROL
 HZ1218
 HZ1218  NGVD 29 (??/??/92)  251.427  (m)          824.89   (f) ADJ UNCH    2 0
 HZ1218
 HZ1218.Superseded values are not recommended for survey control.
 HZ1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1218.See file dsdata.txt to determine how the superseded data were derived.
 HZ1218
 HZ1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH355473(NAD 83)
 HZ1218_MARKER: DD = SURVEY DISK
 HZ1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1218_STAMPING: I71-L25-1960
 HZ1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1218+STABILITY: SURFACE MOTION
 HZ1218
 HZ1218  HISTORY     - Date     Condition        Report By
 HZ1218  HISTORY     - 1960     MONUMENTED       PAS
 HZ1218
 HZ1218                          STATION DESCRIPTION
 HZ1218
 HZ1218'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1218'3.5 MI NE FROM CRESTWOOD.
 HZ1218'ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 HZ1218'IN CRESTWOOD, THENCE ABOUT 3.4 MILES NORTHEAST ALONG STATE HIGHWAY
 HZ1218'146, THENCE ABOUT 0.1 MILE NORTHWEST ALONG PRIVATE DRIVE, AT THE
 HZ1218'TOP OF A SMALL HILL, 17 FEET SOUTHWEST OF CENTER OF DRIVE, 7.6
 HZ1218'FEET NORTHEAST OF WIRE FENCE, 4.2 FEET SOUTHWEST OF POWER POLE
 HZ1218'OVI-2-24, 3.2 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.
 HZ1218'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP
 HZ1218'OF A CONCRETE CYLINDER PROJECTING 2 INCHES AND STAMPED I71-L25-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1219 ***********************************************************************
 HZ1219  DESIGNATION -  I71 L 26
 HZ1219  PID         -  HZ1219
 HZ1219  STATE/COUNTY-  KY/OLDHAM
 HZ1219  USGS QUAD   -  CRESTWOOD (1993)
 HZ1219
 HZ1219                         *CURRENT SURVEY CONTROL
 HZ1219  ___________________________________________________________________
 HZ1219* NAD 83(1986)-  38 22 26.     (N)    085 26 33.     (W)     SCALED    
 HZ1219* NAVD 88     -       248.749  (meters)     816.10   (feet)  ADJUSTED  
 HZ1219  ___________________________________________________________________
 HZ1219  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HZ1219  DYNAMIC HT  -         248.582 (meters)     815.56  (feet)  COMP
 HZ1219  MODELED GRAV-     979,951.2   (mgal)                       NAVD 88
 HZ1219
 HZ1219  VERT ORDER  -  SECOND    CLASS 0
 HZ1219
 HZ1219.The horizontal coordinates were scaled from a topographic map and have
 HZ1219.an estimated accuracy of +/- 6 seconds.
 HZ1219
 HZ1219.The orthometric height was determined by differential leveling
 HZ1219.and adjusted by the National Geodetic Survey in June 1991..
 HZ1219
 HZ1219.The geoid height was determined by GEOID03.
 HZ1219
 HZ1219.The dynamic height is computed by dividing the NAVD 88
 HZ1219.geopotential number by the normal gravity value computed on the
 HZ1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1219.degrees latitude (g = 980.6199 gals.).
 HZ1219
 HZ1219.The modeled gravity was interpolated from observed gravity values.
 HZ1219
 HZ1219;                    North         East    Units  Estimated Accuracy
 HZ1219;SPC KY1Z     - 1,226,510.    1,526,870.      MT  (+/- 180 meters Scaled)
 HZ1219
 HZ1219                          SUPERSEDED SURVEY CONTROL
 HZ1219
 HZ1219  NGVD 29 (??/??/92)  248.910  (m)          816.63   (f) ADJ UNCH    2 0
 HZ1219
 HZ1219.Superseded values are not recommended for survey control.
 HZ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1219.See file dsdata.txt to determine how the superseded data were derived.
 HZ1219
 HZ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH360484(NAD 83)
 HZ1219_MARKER: DD = SURVEY DISK
 HZ1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1219_STAMPING: I71-L26-1960
 HZ1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1219+STABILITY: SURFACE MOTION
 HZ1219
 HZ1219  HISTORY     - Date     Condition        Report By
 HZ1219  HISTORY     - 1960     MONUMENTED       PAS
 HZ1219
 HZ1219                          STATION DESCRIPTION
 HZ1219
 HZ1219'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1219'4.7 MI NE FROM CRESTWOOD.
 HZ1219'ABOUT 4.7 MILES NORTHEAST ALONG THE L AND N RAILWAY FROM THE
 HZ1219'STATION IN CRESTWOOD, ABOUT 0.4 MILE NORTH OF MILE POST 22,
 HZ1219'ABOUT 0.7 MILE SOUTHWEST OF THE VILLAGE OF BUCKNER, AT A GRADE
 HZ1219'CROSSING, 96 FEET NORTHWEST OF THE NORTHWEST CORNER OF W.M.
 HZ1219'HENKELS RESIDENCE, 57 FEET EAST OF CROSSING, 20 FEET NORTHEAST
 HZ1219'OF INTERSECTION OF GRAVEL ROAD AND DRIVE TO HENKELS RESIDENCE,
 HZ1219'7.4 FEET SOUTH OF TELEPHONE POLE, 6.0 FEET NORTH OF FENCE CORNER,
 HZ1219'3.1 FEET NORTH OF A METAL WITNESS POST AND SIGN, 1.2 FEET WEST
 HZ1219'OF WIRE FENCE AND ABOUT LEVEL WITH TRACKS.  A KENTUCKY DEPARTMENT
 HZ1219'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE CYLINDER
 HZ1219'PROJECTING 2 INCHES AND STAMPED I71-L26-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1221 ***********************************************************************
 HZ1221  DESIGNATION -  I71 L 27
 HZ1221  PID         -  HZ1221
 HZ1221  STATE/COUNTY-  KY/OLDHAM
 HZ1221  USGS QUAD   -  LA GRANGE (1993)
 HZ1221
 HZ1221                         *CURRENT SURVEY CONTROL
 HZ1221  ___________________________________________________________________
 HZ1221* NAD 83(1986)-  38 23 07.     (N)    085 25 53.     (W)     SCALED    
 HZ1221* NAVD 88     -       250.231  (meters)     820.97   (feet)  ADJUSTED  
 HZ1221  ___________________________________________________________________
 HZ1221  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HZ1221  DYNAMIC HT  -         250.064 (meters)     820.42  (feet)  COMP
 HZ1221  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 HZ1221
 HZ1221  VERT ORDER  -  SECOND    CLASS 0
 HZ1221
 HZ1221.The horizontal coordinates were scaled from a topographic map and have
 HZ1221.an estimated accuracy of +/- 6 seconds.
 HZ1221
 HZ1221.The orthometric height was determined by differential leveling
 HZ1221.and adjusted by the National Geodetic Survey in June 1991..
 HZ1221
 HZ1221.The geoid height was determined by GEOID03.
 HZ1221
 HZ1221.The dynamic height is computed by dividing the NAVD 88
 HZ1221.geopotential number by the normal gravity value computed on the
 HZ1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1221.degrees latitude (g = 980.6199 gals.).
 HZ1221
 HZ1221.The modeled gravity was interpolated from observed gravity values.
 HZ1221
 HZ1221;                    North         East    Units  Estimated Accuracy
 HZ1221;SPC KY1Z     - 1,227,780.    1,527,840.      MT  (+/- 180 meters Scaled)
 HZ1221
 HZ1221                          SUPERSEDED SURVEY CONTROL
 HZ1221
 HZ1221  NGVD 29 (??/??/92)  250.393  (m)          821.50   (f) ADJ UNCH    2 0
 HZ1221
 HZ1221.Superseded values are not recommended for survey control.
 HZ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1221.See file dsdata.txt to determine how the superseded data were derived.
 HZ1221
 HZ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH370497(NAD 83)
 HZ1221_MARKER: DD = SURVEY DISK
 HZ1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1221_STAMPING: I71-L27-1960
 HZ1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1221+STABILITY: SURFACE MOTION
 HZ1221
 HZ1221  HISTORY     - Date     Condition        Report By
 HZ1221  HISTORY     - 1960     MONUMENTED       PAS
 HZ1221
 HZ1221                          STATION DESCRIPTION
 HZ1221
 HZ1221'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1221'3.6 MI SW FROM LA GRANGE.
 HZ1221'ABOUT 3.6 MILES SOUTHWEST ALONG THE L AND N RAILWAY FROM THE
 HZ1221'STATION IN LA GRANGE, ABOUT 0.5 MILE NORTHEAST OF THE VILLAGE
 HZ1221'OF BUCKNER, ABOUT 0.4 MILE SOUTHWEST OF MILE POST 24, AT A GRADE
 HZ1221'CROSSING OF STATE HIGHWAY 393, 46 FEET SOUTHEAST OF CROSSING, 33.5
 HZ1221'FEET EAST OF THE CENTER OF HIGHWAY 393, 27.4 FEET SOUTH OF THE
 HZ1221'SOUTH RAIL OF MAIN TRACK, 3.4 FEET NORTH OF POWER POLE, 3.1 FEET
 HZ1221'WEST OF A METAL WITNESS POST AND SIGN AND ABOUT 1 FOOT HIGHER
 HZ1221'THAN TRACK.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HZ1221'SET IN TOP OF A CONCRETE CYLINDER PROJECTING 2 INCHES AND STAMPED
 HZ1221'I71-L27-1960.  NOTE-- DESCRIPTION FOR I71-L27 R.M. IS NOT
 HZ1221'AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1222 ***********************************************************************
 HZ1222  DESIGNATION -  I71 L 28
 HZ1222  PID         -  HZ1222
 HZ1222  STATE/COUNTY-  KY/OLDHAM
 HZ1222  USGS QUAD   -  LA GRANGE (1993)
 HZ1222
 HZ1222                         *CURRENT SURVEY CONTROL
 HZ1222  ___________________________________________________________________
 HZ1222* NAD 83(1986)-  38 22 52.     (N)    085 25 47.     (W)     SCALED    
 HZ1222* NAVD 88     -       229.440  (meters)     752.75   (feet)  ADJUSTED  
 HZ1222  ___________________________________________________________________
 HZ1222  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HZ1222  DYNAMIC HT  -         229.286 (meters)     752.25  (feet)  COMP
 HZ1222  MODELED GRAV-     979,951.5   (mgal)                       NAVD 88
 HZ1222
 HZ1222  VERT ORDER  -  SECOND    CLASS 0
 HZ1222
 HZ1222.The horizontal coordinates were scaled from a topographic map and have
 HZ1222.an estimated accuracy of +/- 6 seconds.
 HZ1222
 HZ1222.The orthometric height was determined by differential leveling
 HZ1222.and adjusted by the National Geodetic Survey in June 1991..
 HZ1222
 HZ1222.The geoid height was determined by GEOID03.
 HZ1222
 HZ1222.The dynamic height is computed by dividing the NAVD 88
 HZ1222.geopotential number by the normal gravity value computed on the
 HZ1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1222.degrees latitude (g = 980.6199 gals.).
 HZ1222
 HZ1222.The modeled gravity was interpolated from observed gravity values.
 HZ1222
 HZ1222;                    North         East    Units  Estimated Accuracy
 HZ1222;SPC KY1Z     - 1,227,320.    1,527,980.      MT  (+/- 180 meters Scaled)
 HZ1222
 HZ1222                          SUPERSEDED SURVEY CONTROL
 HZ1222
 HZ1222  NGVD 29 (??/??/92)  229.601  (m)          753.28   (f) ADJ UNCH    2 0
 HZ1222
 HZ1222.Superseded values are not recommended for survey control.
 HZ1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1222.See file dsdata.txt to determine how the superseded data were derived.
 HZ1222
 HZ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH371492(NAD 83)
 HZ1222_MARKER: DD = SURVEY DISK
 HZ1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1222_STAMPING: I71-L28-1960
 HZ1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1222+STABILITY: SURFACE MOTION
 HZ1222
 HZ1222  HISTORY     - Date     Condition        Report By
 HZ1222  HISTORY     - 1960     MONUMENTED       PAS
 HZ1222
 HZ1222                          STATION DESCRIPTION
 HZ1222
 HZ1222'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1222'3.5 MI SW FROM LA GRANGE.
 HZ1222'ABOUT 3.25 MILES SOUTHWEST ALONG STATE HIGHWAY 146 FROM THE
 HZ1222'COUNTY COURT HOUSE IN LA GRANGE, THENCE ABOUT 0.3 MILE SOUTH ALONG
 HZ1222'STATE HIGHWAY 393, 76 FEET NORTH OF THE NORTHEAST CORNER OF J.D.
 HZ1222'WILLIAMS RESIDENCE, 33 FEET WEST OF CENTER OF HIGHWAY 393, 28
 HZ1222'FEET NORTH OF CENTER OF DRIVE AT CATTLE GUARD, 2.5 FEET NORTH
 HZ1222'OF A METAL WITNESS POST AND SIGN, 1.2 FEET EAST OF WIRE FENCE
 HZ1222'AND ABOUT 2.5 FEET HIGHER THAN HIGHWAY.  A KENTUCKY DEPARTMENT
 HZ1222'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE CYLINDER
 HZ1222'PROJECTING 5 INCHES AND STAMPED I71-L28-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1223 ***********************************************************************
 HZ1223  DESIGNATION -  I71 L 29
 HZ1223  PID         -  HZ1223
 HZ1223  STATE/COUNTY-  KY/OLDHAM
 HZ1223  USGS QUAD   -  LA GRANGE (1993)
 HZ1223
 HZ1223                         *CURRENT SURVEY CONTROL
 HZ1223  ___________________________________________________________________
 HZ1223* NAD 83(1986)-  38 23 31.     (N)    085 24 57.     (W)     SCALED    
 HZ1223* NAVD 88     -       251.618  (meters)     825.52   (feet)  ADJUSTED  
 HZ1223  ___________________________________________________________________
 HZ1223  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HZ1223  DYNAMIC HT  -         251.449 (meters)     824.96  (feet)  COMP
 HZ1223  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 HZ1223
 HZ1223  VERT ORDER  -  SECOND    CLASS 0
 HZ1223
 HZ1223.The horizontal coordinates were scaled from a topographic map and have
 HZ1223.an estimated accuracy of +/- 6 seconds.
 HZ1223
 HZ1223.The orthometric height was determined by differential leveling
 HZ1223.and adjusted by the National Geodetic Survey in June 1991..
 HZ1223
 HZ1223.The geoid height was determined by GEOID03.
 HZ1223
 HZ1223.The dynamic height is computed by dividing the NAVD 88
 HZ1223.geopotential number by the normal gravity value computed on the
 HZ1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1223.degrees latitude (g = 980.6199 gals.).
 HZ1223
 HZ1223.The modeled gravity was interpolated from observed gravity values.
 HZ1223
 HZ1223;                    North         East    Units  Estimated Accuracy
 HZ1223;SPC KY1Z     - 1,228,530.    1,529,190.      MT  (+/- 180 meters Scaled)
 HZ1223
 HZ1223                          SUPERSEDED SURVEY CONTROL
 HZ1223
 HZ1223  NGVD 29 (??/??/92)  251.780  (m)          826.05   (f) ADJ UNCH    2 0
 HZ1223
 HZ1223.Superseded values are not recommended for survey control.
 HZ1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1223.See file dsdata.txt to determine how the superseded data were derived.
 HZ1223
 HZ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH383504(NAD 83)
 HZ1223_MARKER: DD = SURVEY DISK
 HZ1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1223_STAMPING: I71-L29-1960
 HZ1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1223+STABILITY: SURFACE MOTION
 HZ1223
 HZ1223  HISTORY     - Date     Condition        Report By
 HZ1223  HISTORY     - 1960     MONUMENTED       PAS
 HZ1223
 HZ1223                          STATION DESCRIPTION
 HZ1223
 HZ1223'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1223'2.6 MI SW FROM LA GRANGE.
 HZ1223'ABOUT 2.65 MILES SOUTHWEST ALONG THE L AND N RAILWAY FROM THE
 HZ1223'STATION IN LA GRANGE, ABOUT 0.5 MILE SOUTHWEST OF MILE POST 25,
 HZ1223'AT A PRIVATE ROAD CROSSING, 55 FEET SOUTHEAST OF THE CENTER OF
 HZ1223'STATE HIGHWAY 146, 42 FEET NORTH OF CROSSING, 29.0 FEET NORTHWEST
 HZ1223'OF NEAR RAIL, 3.2 FEET NORTHEAST OF A METAL WITNESS POST AND
 HZ1223'SIGN, 2.5 FEET SOUTH OF TELEPHONE POLE AND ABOUT 7 FEET LOWER
 HZ1223'THAN TRACK.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HZ1223'SET IN TOP OF A CONCRETE CYLINDER PROJECTING 3 INCHES AND STAMPED
 HZ1223'I71-L29-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1540 ***********************************************************************
 HZ1540  DESIGNATION -  I71 L 3
 HZ1540  PID         -  HZ1540
 HZ1540  STATE/COUNTY-  KY/JEFFERSON
 HZ1540  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1540
 HZ1540                         *CURRENT SURVEY CONTROL
 HZ1540  ___________________________________________________________________
 HZ1540* NAD 83(1986)-  38 16 14.     (N)    085 41 39.     (W)     SCALED    
 HZ1540* NAVD 88     -       136.973  (meters)     449.39   (feet)  ADJUSTED  
 HZ1540  ___________________________________________________________________
 HZ1540  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HZ1540  DYNAMIC HT  -         136.881 (meters)     449.08  (feet)  COMP
 HZ1540  MODELED GRAV-     979,953.5   (mgal)                       NAVD 88
 HZ1540
 HZ1540  VERT ORDER  -  SECOND    CLASS 0
 HZ1540
 HZ1540.The horizontal coordinates were scaled from a topographic map and have
 HZ1540.an estimated accuracy of +/- 6 seconds.
 HZ1540
 HZ1540.The orthometric height was determined by differential leveling
 HZ1540.and adjusted by the National Geodetic Survey in June 1991..
 HZ1540
 HZ1540.The geoid height was determined by GEOID03.
 HZ1540
 HZ1540.The dynamic height is computed by dividing the NAVD 88
 HZ1540.geopotential number by the normal gravity value computed on the
 HZ1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1540.degrees latitude (g = 980.6199 gals.).
 HZ1540
 HZ1540.The modeled gravity was interpolated from observed gravity values.
 HZ1540
 HZ1540;                    North         East    Units  Estimated Accuracy
 HZ1540;SPC KY1Z     - 1,215,000.    1,504,890.      MT  (+/- 180 meters Scaled)
 HZ1540
 HZ1540                          SUPERSEDED SURVEY CONTROL
 HZ1540
 HZ1540  NGVD 29 (??/??/92)  137.124  (m)          449.88   (f) ADJ UNCH    2 0
 HZ1540
 HZ1540.Superseded values are not recommended for survey control.
 HZ1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1540.See file dsdata.txt to determine how the superseded data were derived.
 HZ1540
 HZ1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH142366(NAD 83)
 HZ1540_MARKER: DD = SURVEY DISK
 HZ1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1540_STAMPING: I71-L3-1960
 HZ1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1540+STABILITY: SURFACE MOTION
 HZ1540
 HZ1540  HISTORY     - Date     Condition        Report By
 HZ1540  HISTORY     - 1960     MONUMENTED       PAS
 HZ1540  HISTORY     - 1981     GOOD             KYDT
 HZ1540
 HZ1540                          STATION DESCRIPTION
 HZ1540
 HZ1540'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1540'3.8 MI NE FROM LOUISVILLE.
 HZ1540'ABOUT 3.25 MILES NORTHEAST ALONG RIVER ROAD FROM THE MUNICIPAL
 HZ1540'BRIDGE OVER OHIO RIVER AND RIVER ROAD AT LOUISVILLE, THENCE ABOUT
 HZ1540'0.5 MILE SOUTHEAST ALONG ZORN AVENUE, AT THE ENTRANCE TO THE
 HZ1540'VETERANS ADMINISTRATION HOSPITAL, 47 FEET SOUTH OF INTERSECTION
 HZ1540'OF SOUTH BOUND LANE OF ZORN AVENUE AND ENTRANCE WEST OF HOSPITAL,
 HZ1540'37 FEET SOUTHEAST OF CENTER OF ENTRANCE TO HOSPITAL, 24 FEET
 HZ1540'SOUTHWEST OF CENTER OF SOUTH BOUND LANE OF ZORN AVENUE, 14.2 FEET
 HZ1540'NORTHWEST OF A 3-INCH SYCAMORE TREE, AND 6 FEET SOUTH OF A CATCH
 HZ1540'BASIN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP
 HZ1540'OF A CONCRETE CYLINDER FLUSH WITH GROUND AND STAMPED I71-L3-1960.
 HZ1540
 HZ1540                          STATION RECOVERY (1981)
 HZ1540
 HZ1540'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1224 ***********************************************************************
 HZ1224  DESIGNATION -  I71 L 30
 HZ1224  PID         -  HZ1224
 HZ1224  STATE/COUNTY-  KY/OLDHAM
 HZ1224  USGS QUAD   -  LA GRANGE (1993)
 HZ1224
 HZ1224                         *CURRENT SURVEY CONTROL
 HZ1224  ___________________________________________________________________
 HZ1224* NAD 83(1986)-  38 23 32.     (N)    085 24 40.     (W)     SCALED    
 HZ1224* NAVD 88     -       229.822  (meters)     754.01   (feet)  ADJUSTED  
 HZ1224  ___________________________________________________________________
 HZ1224  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HZ1224  DYNAMIC HT  -         229.668 (meters)     753.50  (feet)  COMP
 HZ1224  MODELED GRAV-     979,951.7   (mgal)                       NAVD 88
 HZ1224
 HZ1224  VERT ORDER  -  SECOND    CLASS 0
 HZ1224
 HZ1224.The horizontal coordinates were scaled from a topographic map and have
 HZ1224.an estimated accuracy of +/- 6 seconds.
 HZ1224
 HZ1224.The orthometric height was determined by differential leveling
 HZ1224.and adjusted by the National Geodetic Survey in June 1991..
 HZ1224
 HZ1224.The geoid height was determined by GEOID03.
 HZ1224
 HZ1224.The dynamic height is computed by dividing the NAVD 88
 HZ1224.geopotential number by the normal gravity value computed on the
 HZ1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1224.degrees latitude (g = 980.6199 gals.).
 HZ1224
 HZ1224.The modeled gravity was interpolated from observed gravity values.
 HZ1224
 HZ1224;                    North         East    Units  Estimated Accuracy
 HZ1224;SPC KY1Z     - 1,228,560.    1,529,610.      MT  (+/- 180 meters Scaled)
 HZ1224
 HZ1224                          SUPERSEDED SURVEY CONTROL
 HZ1224
 HZ1224  NGVD 29 (??/??/92)  229.983  (m)          754.54   (f) ADJ UNCH    2 0
 HZ1224
 HZ1224.Superseded values are not recommended for survey control.
 HZ1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1224.See file dsdata.txt to determine how the superseded data were derived.
 HZ1224
 HZ1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH387505(NAD 83)
 HZ1224_MARKER: DD = SURVEY DISK
 HZ1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1224_STAMPING: I71-L30-1960
 HZ1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1224+STABILITY: SURFACE MOTION
 HZ1224
 HZ1224  HISTORY     - Date     Condition        Report By
 HZ1224  HISTORY     - 1960     MONUMENTED       PAS
 HZ1224
 HZ1224                          STATION DESCRIPTION
 HZ1224
 HZ1224'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1224'2.2 MI SW FROM LA GRANGE.
 HZ1224'ABOUT 2.15 MILES SOUTHWEST ALONG STATE HIGHWAY 146 FROM THE COUNTY
 HZ1224'COURT HOUSE IN LA GRANGE, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG
 HZ1224'FARM ROAD, MARK IS UNDERNEATH THE LOUISVILLE GAS AND ELECTRIC
 HZ1224'CO. POWER TRANSMISSION LINE, ABOUT 258 FEET SOUTHEAST OF FENCE
 HZ1224'CORNER, 8.1 FEET EAST OF POWER POLE, 6.5 FEET WEST OF POWER POLE
 HZ1224'MC-176, 3.1 FEET WEST OF A METAL WITNESS POST AND SIGN.  A KENTUCKY
 HZ1224'DEPARTMENT OF HIGHWAY BENCH MARK DISK SET IN TOP OF A CONCRETE
 HZ1224'CYLINDER PROJECTING 6 INCHES AND STAMPED I71-L30-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1227 ***********************************************************************
 HZ1227  DESIGNATION -  I71 L 31
 HZ1227  PID         -  HZ1227
 HZ1227  STATE/COUNTY-  KY/OLDHAM
 HZ1227  USGS QUAD   -  LA GRANGE (1993)
 HZ1227
 HZ1227                         *CURRENT SURVEY CONTROL
 HZ1227  ___________________________________________________________________
 HZ1227* NAD 83(1986)-  38 24 05.     (N)    085 23 48.     (W)     SCALED    
 HZ1227* NAVD 88     -       262.522  (meters)     861.29   (feet)  ADJUSTED  
 HZ1227  ___________________________________________________________________
 HZ1227  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HZ1227  DYNAMIC HT  -         262.346 (meters)     860.71  (feet)  COMP
 HZ1227  MODELED GRAV-     979,951.7   (mgal)                       NAVD 88
 HZ1227
 HZ1227  VERT ORDER  -  SECOND    CLASS 0
 HZ1227
 HZ1227.The horizontal coordinates were scaled from a topographic map and have
 HZ1227.an estimated accuracy of +/- 6 seconds.
 HZ1227
 HZ1227.The orthometric height was determined by differential leveling
 HZ1227.and adjusted by the National Geodetic Survey in June 1991..
 HZ1227
 HZ1227.The geoid height was determined by GEOID03.
 HZ1227
 HZ1227.The dynamic height is computed by dividing the NAVD 88
 HZ1227.geopotential number by the normal gravity value computed on the
 HZ1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1227.degrees latitude (g = 980.6199 gals.).
 HZ1227
 HZ1227.The modeled gravity was interpolated from observed gravity values.
 HZ1227
 HZ1227;                    North         East    Units  Estimated Accuracy
 HZ1227;SPC KY1Z     - 1,229,580.    1,530,860.      MT  (+/- 180 meters Scaled)
 HZ1227
 HZ1227                          SUPERSEDED SURVEY CONTROL
 HZ1227
 HZ1227  NGVD 29 (??/??/92)  262.685  (m)          861.83   (f) ADJ UNCH    2 0
 HZ1227
 HZ1227.Superseded values are not recommended for survey control.
 HZ1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1227.See file dsdata.txt to determine how the superseded data were derived.
 HZ1227
 HZ1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH400515(NAD 83)
 HZ1227_MARKER: DD = SURVEY DISK
 HZ1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1227_STAMPING: I71-L31-1960
 HZ1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1227+STABILITY: SURFACE MOTION
 HZ1227
 HZ1227  HISTORY     - Date     Condition        Report By
 HZ1227  HISTORY     - 1960     MONUMENTED       PAS
 HZ1227
 HZ1227                          STATION DESCRIPTION
 HZ1227
 HZ1227'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1227'1.4 MI SW FROM LA GRANGE.
 HZ1227'ABOUT 1.35 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1227'RAILWAY FROM THE STATION IN LA GRANGE, ABOUT 0.25 MILE SOUTHWEST
 HZ1227'OF MILE POST 26, AT A GRADE CROSSING, 59 FEET NORTHEAST OF CROSSING
 HZ1227'51 FEET EAST OF CENTER OF GRAVEL ROAD, 26.2 FEET NORTHWEST OF
 HZ1227'NEAR RAIL, 3.1 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN,
 HZ1227'2.8 FEET SOUTHEAST OF TELEPHONE POLE 3356 AND ABOUT 3 FEET LOWER
 HZ1227'THAN TRACK.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HZ1227'SET IN TOP OF A CONCRETE CYLINDER PROJECTING 3 INCHES AND
 HZ1227'STAMPED I71-L31-1960.  NOTE-- DESCRIPTION FOR I71-L31 R M IS NOT
 HZ1227'AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1228 ***********************************************************************
 HZ1228  DESIGNATION -  I71 L 32
 HZ1228  PID         -  HZ1228
 HZ1228  STATE/COUNTY-  KY/OLDHAM
 HZ1228  USGS QUAD   -  LA GRANGE (1993)
 HZ1228
 HZ1228                         *CURRENT SURVEY CONTROL
 HZ1228  ___________________________________________________________________
 HZ1228* NAD 83(1986)-  38 23 40.     (N)    085 23 40.     (W)     SCALED    
 HZ1228* NAVD 88     -       241.254  (meters)     791.51   (feet)  ADJUSTED  
 HZ1228  ___________________________________________________________________
 HZ1228  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HZ1228  DYNAMIC HT  -         241.092 (meters)     790.98  (feet)  COMP
 HZ1228  MODELED GRAV-     979,951.0   (mgal)                       NAVD 88
 HZ1228
 HZ1228  VERT ORDER  -  SECOND    CLASS 0
 HZ1228
 HZ1228.The horizontal coordinates were scaled from a topographic map and have
 HZ1228.an estimated accuracy of +/- 6 seconds.
 HZ1228
 HZ1228.The orthometric height was determined by differential leveling
 HZ1228.and adjusted by the National Geodetic Survey in June 1991..
 HZ1228
 HZ1228.The geoid height was determined by GEOID03.
 HZ1228
 HZ1228.The dynamic height is computed by dividing the NAVD 88
 HZ1228.geopotential number by the normal gravity value computed on the
 HZ1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1228.degrees latitude (g = 980.6199 gals.).
 HZ1228
 HZ1228.The modeled gravity was interpolated from observed gravity values.
 HZ1228
 HZ1228;                    North         East    Units  Estimated Accuracy
 HZ1228;SPC KY1Z     - 1,228,810.    1,531,060.      MT  (+/- 180 meters Scaled)
 HZ1228
 HZ1228                          SUPERSEDED SURVEY CONTROL
 HZ1228
 HZ1228  NGVD 29 (??/??/92)  241.415  (m)          792.04   (f) ADJ UNCH    2 0
 HZ1228
 HZ1228.Superseded values are not recommended for survey control.
 HZ1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1228.See file dsdata.txt to determine how the superseded data were derived.
 HZ1228
 HZ1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH402508(NAD 83)
 HZ1228_MARKER: DD = SURVEY DISK
 HZ1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1228_STAMPING: I71-L32-1960
 HZ1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1228+STABILITY: SURFACE MOTION
 HZ1228
 HZ1228  HISTORY     - Date     Condition        Report By
 HZ1228  HISTORY     - 1960     MONUMENTED       PAS
 HZ1228
 HZ1228                          STATION DESCRIPTION
 HZ1228
 HZ1228'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1228'1.6 MI SW FROM LA GRANGE.
 HZ1228'ABOUT 1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 146 FROM THE COUNTY
 HZ1228'COURT HOUSE IN LA GRANGE, THENCE ABOUT 0.65 MILES SOUTH ALONG
 HZ1228'GRAVEL ROAD, ON LAND OWNED BY MR. J. HENRY ALLEN, ABOUT 200 FEET
 HZ1228'NORTH OF ALLENS RESIDENCE, 98 FEET EAST OF INTERSECTION OF GRAVEL
 HZ1228'ROAD AND DRIVE, 31.5 FEET WEST OF SOUTHEAST CORNER OF GARDEN
 HZ1228'FENCE, 13 FEET NORTH OF CENTER OF DRIVE, 8 FEET SOUTH OF POWER
 HZ1228'POLE, 3.2 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN AND
 HZ1228'1.5 FEET SOUTH OF GARDEN FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAY
 HZ1228'BENCH MARK DISK SET IN TOP OF A CONCRETE CYLINDER PROJECTING 3
 HZ1228'INCHES AND STAMPED I71-L32-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1229 ***********************************************************************
 HZ1229  DESIGNATION -  I71 L 33
 HZ1229  PID         -  HZ1229
 HZ1229  STATE/COUNTY-  KY/OLDHAM
 HZ1229  USGS QUAD   -  LA GRANGE (1993)
 HZ1229
 HZ1229                         *CURRENT SURVEY CONTROL
 HZ1229  ___________________________________________________________________
 HZ1229* NAD 83(1986)-  38 24 09.     (N)    085 22 36.     (W)     SCALED    
 HZ1229* NAVD 88     -       239.982  (meters)     787.34   (feet)  ADJUSTED  
 HZ1229  ___________________________________________________________________
 HZ1229  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ1229  DYNAMIC HT  -         239.821 (meters)     786.81  (feet)  COMP
 HZ1229  MODELED GRAV-     979,950.3   (mgal)                       NAVD 88
 HZ1229
 HZ1229  VERT ORDER  -  SECOND    CLASS 0
 HZ1229
 HZ1229.The horizontal coordinates were scaled from a topographic map and have
 HZ1229.an estimated accuracy of +/- 6 seconds.
 HZ1229
 HZ1229.The orthometric height was determined by differential leveling
 HZ1229.and adjusted by the National Geodetic Survey in June 1991..
 HZ1229
 HZ1229.The geoid height was determined by GEOID03.
 HZ1229
 HZ1229.The dynamic height is computed by dividing the NAVD 88
 HZ1229.geopotential number by the normal gravity value computed on the
 HZ1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1229.degrees latitude (g = 980.6199 gals.).
 HZ1229
 HZ1229.The modeled gravity was interpolated from observed gravity values.
 HZ1229
 HZ1229;                    North         East    Units  Estimated Accuracy
 HZ1229;SPC KY1Z     - 1,229,710.    1,532,610.      MT  (+/- 180 meters Scaled)
 HZ1229
 HZ1229                          SUPERSEDED SURVEY CONTROL
 HZ1229
 HZ1229  NGVD 29 (??/??/92)  240.143  (m)          787.87   (f) ADJ UNCH    2 0
 HZ1229
 HZ1229.Superseded values are not recommended for survey control.
 HZ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1229.See file dsdata.txt to determine how the superseded data were derived.
 HZ1229
 HZ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH417517(NAD 83)
 HZ1229_MARKER: DD = SURVEY DISK
 HZ1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1229_STAMPING: I71-L33-1960
 HZ1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1229+STABILITY: SURFACE MOTION
 HZ1229
 HZ1229  HISTORY     - Date     Condition        Report By
 HZ1229  HISTORY     - 1960     MONUMENTED       PAS
 HZ1229
 HZ1229                          STATION DESCRIPTION
 HZ1229
 HZ1229'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1229'0.4 MI SE FROM LA GRANGE.
 HZ1229'ABOUT 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 53 FROM THE COUNTY
 HZ1229'COURT HOUSE IN LA GRANGE, ABOUT 122 FEET SOUTH SOUTHWEST OF THE
 HZ1229'SOUTHWEST CORNER OF STATE HIGHWAY MAINTENANCE BUILDING SO-93-296-A,
 HZ1229'50.0 FEET SOUTHWEST OF AN 8 INCH MAPLE TREE, 25.5 FEET NORTHEAST
 HZ1229'OF CENTER OF HIGHWAY 53, 20 FEET NORTHWEST OF CENTER OF DRIVE,
 HZ1229'6.7 FEET NORTHEAST OF FENCE CORNER, 3.4 FEET WEST OF A METAL
 HZ1229'WITNESS POST AND SIGN AND 1.6 FEET NORTHWEST OF WIRE FENCE.  A
 HZ1229'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A
 HZ1229'CONCRETE CYLINDER PROJECTING 3 INCHES AND STAMPED I71-L33-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1233 ***********************************************************************
 HZ1233  DESIGNATION -  I71 L 34
 HZ1233  PID         -  HZ1233
 HZ1233  STATE/COUNTY-  KY/HENRY
 HZ1233  USGS QUAD   -  SMITHFIELD (1993)
 HZ1233
 HZ1233                         *CURRENT SURVEY CONTROL
 HZ1233  ___________________________________________________________________
 HZ1233* NAD 83(1986)-  38 24 42.     (N)    085 21 14.     (W)     SCALED    
 HZ1233* NAVD 88     -       270.435  (meters)     887.25   (feet)  ADJUSTED  
 HZ1233  ___________________________________________________________________
 HZ1233  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ1233  DYNAMIC HT  -         270.253 (meters)     886.66  (feet)  COMP
 HZ1233  MODELED GRAV-     979,949.0   (mgal)                       NAVD 88
 HZ1233
 HZ1233  VERT ORDER  -  SECOND    CLASS 0
 HZ1233
 HZ1233.The horizontal coordinates were scaled from a topographic map and have
 HZ1233.an estimated accuracy of +/- 6 seconds.
 HZ1233
 HZ1233.The orthometric height was determined by differential leveling
 HZ1233.and adjusted by the National Geodetic Survey in June 1991..
 HZ1233
 HZ1233.The geoid height was determined by GEOID03.
 HZ1233
 HZ1233.The dynamic height is computed by dividing the NAVD 88
 HZ1233.geopotential number by the normal gravity value computed on the
 HZ1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1233.degrees latitude (g = 980.6199 gals.).
 HZ1233
 HZ1233.The modeled gravity was interpolated from observed gravity values.
 HZ1233
 HZ1233;                    North         East    Units  Estimated Accuracy
 HZ1233;SPC KY1Z     - 1,230,740.    1,534,590.      MT  (+/- 180 meters Scaled)
 HZ1233
 HZ1233                          SUPERSEDED SURVEY CONTROL
 HZ1233
 HZ1233  NGVD 29 (??/??/92)  270.595  (m)          887.78   (f) ADJ UNCH    2 0
 HZ1233
 HZ1233.Superseded values are not recommended for survey control.
 HZ1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1233.See file dsdata.txt to determine how the superseded data were derived.
 HZ1233
 HZ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH437527(NAD 83)
 HZ1233_MARKER: DD = SURVEY DISK
 HZ1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1233_STAMPING: I71-L34 1963
 HZ1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1233+STABILITY: SURFACE MOTION
 HZ1233
 HZ1233  HISTORY     - Date     Condition        Report By
 HZ1233  HISTORY     - 1963     MONUMENTED       PAS
 HZ1233
 HZ1233                          STATION DESCRIPTION
 HZ1233
 HZ1233'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ1233'1.5 MI E FROM LA GRANGE.
 HZ1233'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 712 FROM THE COUNTY
 HZ1233'COURTHOUSE IN LA GRANGE, 84.4 FEET NORTHEAST OF THE NORTHEAST
 HZ1233'CORNER OF A ONE STORY FRAME HOUSE, 32.5 FEET SOUTHWEST OF CENTER
 HZ1233'OF HIGHWAY, 4.7 FEET WEST OF FENCE CORNER, 4.3 FEET NORTHWEST OF
 HZ1233'A METAL WITNESS POST AND SIGN AND ABOUT 2.0 FEET HIGHER THAN
 HZ1233'HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 HZ1233'IN TOP OF A CONCRETE POST PROJECTING 1 INCH AND STAMPED I71-L34
 HZ1233'1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1234 ***********************************************************************
 HZ1234  DESIGNATION -  I71 L 35
 HZ1234  PID         -  HZ1234
 HZ1234  STATE/COUNTY-  KY/HENRY
 HZ1234  USGS QUAD   -  SMITHFIELD (1993)
 HZ1234
 HZ1234                         *CURRENT SURVEY CONTROL
 HZ1234  ___________________________________________________________________
 HZ1234* NAD 83(1986)-  38 25 45.     (N)    085 19 35.     (W)     SCALED    
 HZ1234* NAVD 88     -       231.503  (meters)     759.52   (feet)  ADJUSTED  
 HZ1234  ___________________________________________________________________
 HZ1234  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ1234  DYNAMIC HT  -         231.346 (meters)     759.01  (feet)  COMP
 HZ1234  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 HZ1234
 HZ1234  VERT ORDER  -  SECOND    CLASS 0
 HZ1234
 HZ1234.The horizontal coordinates were scaled from a topographic map and have
 HZ1234.an estimated accuracy of +/- 6 seconds.
 HZ1234
 HZ1234.The orthometric height was determined by differential leveling
 HZ1234.and adjusted by the National Geodetic Survey in June 1991..
 HZ1234
 HZ1234.The geoid height was determined by GEOID03.
 HZ1234
 HZ1234.The dynamic height is computed by dividing the NAVD 88
 HZ1234.geopotential number by the normal gravity value computed on the
 HZ1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1234.degrees latitude (g = 980.6199 gals.).
 HZ1234
 HZ1234.The modeled gravity was interpolated from observed gravity values.
 HZ1234
 HZ1234;                    North         East    Units  Estimated Accuracy
 HZ1234;SPC KY1Z     - 1,232,690.    1,536,990.      MT  (+/- 180 meters Scaled)
 HZ1234
 HZ1234                          SUPERSEDED SURVEY CONTROL
 HZ1234
 HZ1234  NGVD 29 (??/??/92)  231.664  (m)          760.05   (f) ADJ UNCH    2 0
 HZ1234
 HZ1234.Superseded values are not recommended for survey control.
 HZ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1234.See file dsdata.txt to determine how the superseded data were derived.
 HZ1234
 HZ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH460547(NAD 83)
 HZ1234_MARKER: DD = SURVEY DISK
 HZ1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1234_STAMPING: I71-L35 1963
 HZ1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1234+STABILITY: SURFACE MOTION
 HZ1234
 HZ1234  HISTORY     - Date     Condition        Report By
 HZ1234  HISTORY     - 1963     MONUMENTED       PAS
 HZ1234
 HZ1234                          STATION DESCRIPTION
 HZ1234
 HZ1234'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ1234'3 MI NE FROM LA GRANGE.
 HZ1234'ABOUT 2.6 MILES NORTHEAST ALONG STATE HIGHWAY 146 FROM THE
 HZ1234'COUNTY COURTHOUSE IN LA GRANGE, THENCE 0.9 MILE SOUTHEAST ALONG
 HZ1234'GRAVEL FARM ROAD, THENCE 0.15 MILE NORTHEAST ALONG PRIVATE DRIVE,
 HZ1234'130.0 FEET NORTHWEST OF 16 INCH MAPLE TREE, 49.0 FEET EAST OF FENCE
 HZ1234'LINE, 39.0 FEET EAST CENTER OF DRIVE, 3.0 FEET SOUTHWEST OF FENCE
 HZ1234'LINE, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN AND
 HZ1234'ABOUT 0.5 FEET HIGHER THAN DRIVE.  A KENTUCKY DEPARTMENT OF
 HZ1234'HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING
 HZ1234'1 INCH AND STAMPED I71-L35 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1235 ***********************************************************************
 HZ1235  DESIGNATION -  I71 L 36
 HZ1235  PID         -  HZ1235
 HZ1235  STATE/COUNTY-  KY/HENRY
 HZ1235  USGS QUAD   -  SMITHFIELD (1993)
 HZ1235
 HZ1235                         *CURRENT SURVEY CONTROL
 HZ1235  ___________________________________________________________________
 HZ1235* NAD 83(1986)-  38 26 17.     (N)    085 18 52.     (W)     SCALED    
 HZ1235* NAVD 88     -       227.347  (meters)     745.89   (feet)  ADJUSTED  
 HZ1235  ___________________________________________________________________
 HZ1235  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ1235  DYNAMIC HT  -         227.194 (meters)     745.39  (feet)  COMP
 HZ1235  MODELED GRAV-     979,946.7   (mgal)                       NAVD 88
 HZ1235
 HZ1235  VERT ORDER  -  SECOND    CLASS 0
 HZ1235
 HZ1235.The horizontal coordinates were scaled from a topographic map and have
 HZ1235.an estimated accuracy of +/- 6 seconds.
 HZ1235
 HZ1235.The orthometric height was determined by differential leveling
 HZ1235.and adjusted by the National Geodetic Survey in June 1991..
 HZ1235
 HZ1235.The geoid height was determined by GEOID03.
 HZ1235
 HZ1235.The dynamic height is computed by dividing the NAVD 88
 HZ1235.geopotential number by the normal gravity value computed on the
 HZ1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1235.degrees latitude (g = 980.6199 gals.).
 HZ1235
 HZ1235.The modeled gravity was interpolated from observed gravity values.
 HZ1235
 HZ1235;                    North         East    Units  Estimated Accuracy
 HZ1235;SPC KY1Z     - 1,233,680.    1,538,030.      MT  (+/- 180 meters Scaled)
 HZ1235
 HZ1235                          SUPERSEDED SURVEY CONTROL
 HZ1235
 HZ1235  NGVD 29 (??/??/92)  227.513  (m)          746.43   (f) ADJ UNCH    2 0
 HZ1235
 HZ1235.Superseded values are not recommended for survey control.
 HZ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1235.See file dsdata.txt to determine how the superseded data were derived.
 HZ1235
 HZ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH471557(NAD 83)
 HZ1235_MARKER: DD = SURVEY DISK
 HZ1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1235_STAMPING: I71-L36 1963
 HZ1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1235+STABILITY: SURFACE MOTION
 HZ1235
 HZ1235  HISTORY     - Date     Condition        Report By
 HZ1235  HISTORY     - 1963     MONUMENTED       PAS
 HZ1235
 HZ1235                          STATION DESCRIPTION
 HZ1235
 HZ1235'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ1235'5 MI NE FROM LA GRANGE.
 HZ1235'ABOUT 4.55 MILES NORTHEAST ALONG STATE HIGHWAY 146 FROM THE
 HZ1235'COUNTY COURTHOUSE IN LA GRANGE, THENCE 0.55 MILE SOUTHEAST ALONG
 HZ1235'A GRAVEL ROAD, 31.3 FEET EAST OF FENCE CORNER, 19.3 FEET EAST OF
 HZ1235'CENTER OF ROAD, 11.5 FEET NORTH OF 30 INCH SYCAMORE TREE, 2.2
 HZ1235'FEET WEST OF FENCE LINE, 2.2 FEET WEST OF A METAL WITNESS POST
 HZ1235'AND SIGN AND ABOUT LEVEL WITH THE ROAD.  A KENTUCKY DEPARTMENT
 HZ1235'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING
 HZ1235'2 INCHES AND STAMPED I71-L36 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1236 ***********************************************************************
 HZ1236  DESIGNATION -  I71 L 37
 HZ1236  PID         -  HZ1236
 HZ1236  STATE/COUNTY-  KY/HENRY
 HZ1236  USGS QUAD   -  SMITHFIELD (1993)
 HZ1236
 HZ1236                         *CURRENT SURVEY CONTROL
 HZ1236  ___________________________________________________________________
 HZ1236* NAD 83(1986)-  38 27 00.     (N)    085 18 05.     (W)     SCALED    
 HZ1236* NAVD 88     -       258.082  (meters)     846.72   (feet)  ADJUSTED  
 HZ1236  ___________________________________________________________________
 HZ1236  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ1236  DYNAMIC HT  -         257.908 (meters)     846.15  (feet)  COMP
 HZ1236  MODELED GRAV-     979,946.1   (mgal)                       NAVD 88
 HZ1236
 HZ1236  VERT ORDER  -  SECOND    CLASS 0
 HZ1236
 HZ1236.The horizontal coordinates were scaled from a topographic map and have
 HZ1236.an estimated accuracy of +/- 6 seconds.
 HZ1236
 HZ1236.The orthometric height was determined by differential leveling
 HZ1236.and adjusted by the National Geodetic Survey in June 1991..
 HZ1236
 HZ1236.The geoid height was determined by GEOID03.
 HZ1236
 HZ1236.The dynamic height is computed by dividing the NAVD 88
 HZ1236.geopotential number by the normal gravity value computed on the
 HZ1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1236.degrees latitude (g = 980.6199 gals.).
 HZ1236
 HZ1236.The modeled gravity was interpolated from observed gravity values.
 HZ1236
 HZ1236;                    North         East    Units  Estimated Accuracy
 HZ1236;SPC KY1Z     - 1,235,010.    1,539,160.      MT  (+/- 180 meters Scaled)
 HZ1236
 HZ1236                          SUPERSEDED SURVEY CONTROL
 HZ1236
 HZ1236  NGVD 29 (??/??/92)  258.247  (m)          847.27   (f) ADJ UNCH    2 0
 HZ1236
 HZ1236.Superseded values are not recommended for survey control.
 HZ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1236.See file dsdata.txt to determine how the superseded data were derived.
 HZ1236
 HZ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH482571(NAD 83)
 HZ1236_MARKER: DD = SURVEY DISK
 HZ1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1236_STAMPING: I71-L37 1963
 HZ1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1236+STABILITY: SURFACE MOTION
 HZ1236
 HZ1236  HISTORY     - Date     Condition        Report By
 HZ1236  HISTORY     - 1963     MONUMENTED       PAS
 HZ1236
 HZ1236                          STATION DESCRIPTION
 HZ1236
 HZ1236'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ1236'5.5 MI NE FROM LA GRANGE.
 HZ1236'ABOUT 5.5 MILES NORTHEAST ALONG STATE HIGHWAY 146 FROM THE COUNTY
 HZ1236'COURTHOUSE IN LA GRANGE, 166.0 FEET NORTHEAST OF CENTER OF ROAD
 HZ1236'AND DRIVE, 28.0 FEET NORTH OF CENTER OF HIGHWAY, 5.3 FEET
 HZ1236'SOUTHEAST OF TELEPHONE POLE 4, 2.9 FEET SOUTH OF FENCE LINE, 2.6
 HZ1236'FEET SOUTH OF A METAL WITNESS POST AND SIGN AND ABOUT 1.0 FEET
 HZ1236'HIGHER THAN HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ1236'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 HZ1236'STAMPED I71-L37 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1240 ***********************************************************************
 HZ1240  DESIGNATION -  I71 L 38
 HZ1240  PID         -  HZ1240
 HZ1240  STATE/COUNTY-  KY/HENRY
 HZ1240  USGS QUAD   -  SMITHFIELD (1993)
 HZ1240
 HZ1240                         *CURRENT SURVEY CONTROL
 HZ1240  ___________________________________________________________________
 HZ1240* NAD 83(1986)-  38 27 50.     (N)    085 17 44.     (W)     SCALED    
 HZ1240* NAVD 88     -       247.680  (meters)     812.60   (feet)  ADJUSTED  
 HZ1240  ___________________________________________________________________
 HZ1240  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HZ1240  DYNAMIC HT  -         247.513 (meters)     812.05  (feet)  COMP
 HZ1240  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 HZ1240
 HZ1240  VERT ORDER  -  SECOND    CLASS 0
 HZ1240
 HZ1240.The horizontal coordinates were scaled from a topographic map and have
 HZ1240.an estimated accuracy of +/- 6 seconds.
 HZ1240
 HZ1240.The orthometric height was determined by differential leveling
 HZ1240.and adjusted by the National Geodetic Survey in June 1991..
 HZ1240
 HZ1240.The geoid height was determined by GEOID03.
 HZ1240
 HZ1240.The dynamic height is computed by dividing the NAVD 88
 HZ1240.geopotential number by the normal gravity value computed on the
 HZ1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1240.degrees latitude (g = 980.6199 gals.).
 HZ1240
 HZ1240.The modeled gravity was interpolated from observed gravity values.
 HZ1240
 HZ1240;                    North         East    Units  Estimated Accuracy
 HZ1240;SPC KY1Z     - 1,236,560.    1,539,660.      MT  (+/- 180 meters Scaled)
 HZ1240
 HZ1240                          SUPERSEDED SURVEY CONTROL
 HZ1240
 HZ1240  NGVD 29 (??/??/92)  247.845  (m)          813.14   (f) ADJ UNCH    2 0
 HZ1240
 HZ1240.Superseded values are not recommended for survey control.
 HZ1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1240.See file dsdata.txt to determine how the superseded data were derived.
 HZ1240
 HZ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH487586(NAD 83)
 HZ1240_MARKER: DD = SURVEY DISK
 HZ1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1240_STAMPING: I71-L38 1963
 HZ1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1240+STABILITY: SURFACE MOTION
 HZ1240
 HZ1240  HISTORY     - Date     Condition        Report By
 HZ1240  HISTORY     - 1963     MONUMENTED       PAS
 HZ1240
 HZ1240                          STATION DESCRIPTION
 HZ1240
 HZ1240'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ1240'3.7 MI SW FROM SULPHUR.
 HZ1240'ABOUT 1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 1606 FROM THE
 HZ1240'JUNCTION OF STATE HIGHWAYS 1606 AND 157 IN SULPHUR, THENCE 2.35
 HZ1240'MILES WEST ALONG GRAVEL ROAD TO TOP OF HILL, 38.0 FEET EAST OF
 HZ1240'20 INCH WALNUT TREE, 23.5 FEET NORTHWEST OF A FENCE LINE, 16.0
 HZ1240'FEET EAST OF 24 INCH ELM TREE, 10.0 FEET NORTHWEST OF CENTER OF
 HZ1240'GRAVEL ROAD, 2.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 2.0
 HZ1240'FEET SOUTH OF FENCE LINE ABOUT 0.5 HIGHER THAN ROAD.  A KENTUCKY
 HZ1240'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE
 HZ1240'POST PROJECTING 2 INCHES AND STAMPED I71-L38 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1241 ***********************************************************************
 HZ1241  DESIGNATION -  I71 L 39
 HZ1241  PID         -  HZ1241
 HZ1241  STATE/COUNTY-  KY/HENRY
 HZ1241  USGS QUAD   -  SMITHFIELD (1993)
 HZ1241
 HZ1241                         *CURRENT SURVEY CONTROL
 HZ1241  ___________________________________________________________________
 HZ1241* NAD 83(1993)-  38 28 08.21585(N)    085 16 40.15112(W)     ADJUSTED  
 HZ1241* NAVD 88     -       270.922  (meters)     888.85   (feet)  ADJUSTED  
 HZ1241  ___________________________________________________________________
 HZ1241  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 HZ1241  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ1241  DYNAMIC HT  -         270.739 (meters)     888.25  (feet)  COMP
 HZ1241  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 HZ1241
 HZ1241  HORZ ORDER  -  SECOND
 HZ1241  VERT ORDER  -  SECOND    CLASS 0
 HZ1241
 HZ1241.The horizontal coordinates were established by classical geodetic methods
 HZ1241.and adjusted by the National Geodetic Survey in December 1995..
 HZ1241
 HZ1241.The orthometric height was determined by differential leveling
 HZ1241.and adjusted by the National Geodetic Survey in June 1991..
 HZ1241
 HZ1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1241
 HZ1241.The geoid height was determined by GEOID03.
 HZ1241
 HZ1241.The dynamic height is computed by dividing the NAVD 88
 HZ1241.geopotential number by the normal gravity value computed on the
 HZ1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1241.degrees latitude (g = 980.6199 gals.).
 HZ1241
 HZ1241.The modeled gravity was interpolated from observed gravity values.
 HZ1241
 HZ1241;                    North         East     Units Scale Factor Converg.
 HZ1241;SPC KY1Z     - 1,237,125.129 1,541,205.373   MT  0.99995833   +0 17 23.6
 HZ1241;SPC KY1Z     - 4,058,801.36  5,056,437.96   sFT  0.99995833   +0 17 23.6
 HZ1241;SPC KY N     -   108,051.066   410,307.224   MT  0.99996208   -0 38 21.7
 HZ1241;SPC KY N     -   354,497.54  1,346,149.62   sFT  0.99996208   -0 38 21.7
 HZ1241;UTM  16      - 4,259,252.830   650,240.070   MT  0.99987798   +1 04 17.6
 HZ1241
 HZ1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1241!SPC KY1Z     -   0.99996276  x   0.99995833  =   0.99992109
 HZ1241!SPC KY N     -   0.99996276  x   0.99996208  =   0.99992484
 HZ1241!UTM  16      -   0.99996276  x   0.99987798  =   0.99984074
 HZ1241
 HZ1241                          SUPERSEDED SURVEY CONTROL
 HZ1241
 HZ1241  NAD 83(1986)-  38 28 08.21907(N)    085 16 40.15745(W) AD(       ) 2
 HZ1241  NAD 27      -  38 28 07.98176(N)    085 16 40.31318(W) AD(       ) 2
 HZ1241  NGVD 29 (??/??/92)  271.087  (m)          889.39   (f) ADJ UNCH    2 0
 HZ1241
 HZ1241.Superseded values are not recommended for survey control.
 HZ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1241.See file dsdata.txt to determine how the superseded data were derived.
 HZ1241
 HZ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5024059253(NAD 83)
 HZ1241_MARKER: DD = SURVEY DISK
 HZ1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1241_STAMPING: I71-L39 1963
 HZ1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1241+STABILITY: SURFACE MOTION
 HZ1241
 HZ1241  HISTORY     - Date     Condition        Report By
 HZ1241  HISTORY     - 1963     MONUMENTED       PAS
 HZ1241
 HZ1241                          STATION DESCRIPTION
 HZ1241
 HZ1241'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ1241'2.4 MI SW FROM SULPHUR.
 HZ1241'ABOUT 1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 1606 FROM THE
 HZ1241'JUNCTION OF STATE HIGHWAYS 1606 AND 157 IN SULPHUR, THENCE 1.15
 HZ1241'MILES WEST ALONG GRAVEL ROAD TO A FARM ROAD CROSSING, 23.0 FEET
 HZ1241'WEST OF CENTER OF FARM ROAD CROSSING, 17.0 FEET SOUTHWEST OF CENTER
 HZ1241'OF GRAVEL ROAD, 11.0 FEET NORTHWEST OF CENTER OF DRIVE, 2.5 FEET
 HZ1241'HIGHER THAN ROAD, 2.3 FEET EAST OF FENCE LINE, 2.0 FEET EAST OF A
 HZ1241'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ1241'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 HZ1241'AND STAMPED I71-L39 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1539 ***********************************************************************
 HZ1539  DESIGNATION -  I71 L 4
 HZ1539  PID         -  HZ1539
 HZ1539  STATE/COUNTY-  KY/JEFFERSON
 HZ1539  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1539
 HZ1539                         *CURRENT SURVEY CONTROL
 HZ1539  ___________________________________________________________________
 HZ1539* NAD 83(1986)-  38 17 00.     (N)    085 40 52.     (W)     SCALED    
 HZ1539* NAVD 88     -       134.559  (meters)     441.47   (feet)  ADJUSTED  
 HZ1539  ___________________________________________________________________
 HZ1539  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HZ1539  DYNAMIC HT  -         134.469 (meters)     441.17  (feet)  COMP
 HZ1539  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 HZ1539
 HZ1539  VERT ORDER  -  SECOND    CLASS 0
 HZ1539
 HZ1539.The horizontal coordinates were scaled from a topographic map and have
 HZ1539.an estimated accuracy of +/- 6 seconds.
 HZ1539
 HZ1539.The orthometric height was determined by differential leveling
 HZ1539.and adjusted by the National Geodetic Survey in June 1991..
 HZ1539
 HZ1539.The geoid height was determined by GEOID03.
 HZ1539
 HZ1539.The dynamic height is computed by dividing the NAVD 88
 HZ1539.geopotential number by the normal gravity value computed on the
 HZ1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1539.degrees latitude (g = 980.6199 gals.).
 HZ1539
 HZ1539.The modeled gravity was interpolated from observed gravity values.
 HZ1539
 HZ1539;                    North         East    Units  Estimated Accuracy
 HZ1539;SPC KY1Z     - 1,216,420.    1,506,030.      MT  (+/- 180 meters Scaled)
 HZ1539
 HZ1539                          SUPERSEDED SURVEY CONTROL
 HZ1539
 HZ1539  NGVD 29 (??/??/92)  134.712  (m)          441.97   (f) ADJ UNCH    2 0
 HZ1539
 HZ1539.Superseded values are not recommended for survey control.
 HZ1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1539.See file dsdata.txt to determine how the superseded data were derived.
 HZ1539
 HZ1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH153380(NAD 83)
 HZ1539_MARKER: DD = SURVEY DISK
 HZ1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1539_STAMPING: I71-L4-1960
 HZ1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1539+STABILITY: SURFACE MOTION
 HZ1539
 HZ1539  HISTORY     - Date     Condition        Report By
 HZ1539  HISTORY     - 1960     MONUMENTED       PAS
 HZ1539
 HZ1539                          STATION DESCRIPTION
 HZ1539
 HZ1539'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1539'4.6 MI NE FROM LOUISVILLE.
 HZ1539'ABOUT 4.25 MILES NORTHEAST ALONG RIVER ROAD FROM THE MUNICIPAL
 HZ1539'BRIDGE OVER OHIO RIVER AND RIVER ROAD AT LOUISVILLE, THENCE ABOUT
 HZ1539'0.35 MILE SOUTHEAST ALONG THE LOUISVILLE COUNTRY CLUB ROAD, AT A
 HZ1539'SHARP CURVE IN ROAD, 77.5 FEET EAST OF THE SOUTH END OF A 42-INCH
 HZ1539'CORRUGATED METAL PIPE UNDER ROAD, 42 FEET NORTHEAST OF CENTER OF
 HZ1539'ROAD, 9.0 FEET SOUTHEAST OF SOUTHWEST CORNER OF ROCK COLUMN POST,
 HZ1539'3.0 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN AND 1.7 FEET
 HZ1539'SOUTHWEST OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ1539'MARK DISK SET IN TOP OF A CONCRETE CYLINDER PROJECTING 1 INCH AND
 HZ1539'STAMPED I71-L4-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1242 ***********************************************************************
 HZ1242  DESIGNATION -  I71 L 40
 HZ1242  PID         -  HZ1242
 HZ1242  STATE/COUNTY-  KY/HENRY
 HZ1242  USGS QUAD   -  SMITHFIELD (1993)
 HZ1242
 HZ1242                         *CURRENT SURVEY CONTROL
 HZ1242  ___________________________________________________________________
 HZ1242* NAD 83(1986)-  38 28 18.     (N)    085 15 59.     (W)     SCALED    
 HZ1242* NAVD 88     -       232.418  (meters)     762.52   (feet)  ADJUSTED  
 HZ1242  ___________________________________________________________________
 HZ1242  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HZ1242  DYNAMIC HT  -         232.260 (meters)     762.01  (feet)  COMP
 HZ1242  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 HZ1242
 HZ1242  VERT ORDER  -  SECOND    CLASS 0
 HZ1242
 HZ1242.The horizontal coordinates were scaled from a topographic map and have
 HZ1242.an estimated accuracy of +/- 6 seconds.
 HZ1242
 HZ1242.The orthometric height was determined by differential leveling
 HZ1242.and adjusted by the National Geodetic Survey in June 1991..
 HZ1242
 HZ1242.The geoid height was determined by GEOID03.
 HZ1242
 HZ1242.The dynamic height is computed by dividing the NAVD 88
 HZ1242.geopotential number by the normal gravity value computed on the
 HZ1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1242.degrees latitude (g = 980.6199 gals.).
 HZ1242
 HZ1242.The modeled gravity was interpolated from observed gravity values.
 HZ1242
 HZ1242;                    North         East    Units  Estimated Accuracy
 HZ1242;SPC KY1Z     - 1,237,430.    1,542,200.      MT  (+/- 180 meters Scaled)
 HZ1242
 HZ1242                          SUPERSEDED SURVEY CONTROL
 HZ1242
 HZ1242  NGVD 29 (??/??/92)  232.582  (m)          763.06   (f) ADJ UNCH    2 0
 HZ1242
 HZ1242.Superseded values are not recommended for survey control.
 HZ1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1242.See file dsdata.txt to determine how the superseded data were derived.
 HZ1242
 HZ1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH512595(NAD 83)
 HZ1242_MARKER: DD = SURVEY DISK
 HZ1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1242_STAMPING: I71-L40 1963
 HZ1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1242+STABILITY: SURFACE MOTION
 HZ1242
 HZ1242  HISTORY     - Date     Condition        Report By
 HZ1242  HISTORY     - 1963     MONUMENTED       PAS
 HZ1242
 HZ1242                          STATION DESCRIPTION
 HZ1242
 HZ1242'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ1242'1.7 MI SW FROM SULPHUR.
 HZ1242'ABOUT 1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 1606 FROM THE
 HZ1242'JUNCTION OF STATE HIGHWAYS 1606 AND 157 IN SULPHUR, THENCE 0.35
 HZ1242'MILES WEST ALONG GRAVEL ROAD, 25.0 FEET WEST OF NORTHWEST CORNER
 HZ1242'OF A CONCRETE BLOCK BUILDING, 18.0 FEET SOUTH OF CENTER OF ROAD,
 HZ1242'2.7 FEET NORTHWEST OF METAL WITNESS POST AND SIGN, 2.2 FEET WEST
 HZ1242'OF FENCE CORNER, 0.5 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT
 HZ1242'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTIG
 HZ1242'1 INCH AND STAMPED I71-L40 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1245 ***********************************************************************
 HZ1245  DESIGNATION -  I71 L 42
 HZ1245  PID         -  HZ1245
 HZ1245  STATE/COUNTY-  KY/HENRY
 HZ1245  USGS QUAD   -  SMITHFIELD (1993)
 HZ1245
 HZ1245                         *CURRENT SURVEY CONTROL
 HZ1245  ___________________________________________________________________
 HZ1245* NAD 83(1986)-  38 29 36.     (N)    085 15 35.     (W)     SCALED    
 HZ1245* NAVD 88     -       262.411  (meters)     860.93   (feet)  ADJUSTED  
 HZ1245  ___________________________________________________________________
 HZ1245  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ1245  DYNAMIC HT  -         262.233 (meters)     860.34  (feet)  COMP
 HZ1245  MODELED GRAV-     979,945.7   (mgal)                       NAVD 88
 HZ1245
 HZ1245  VERT ORDER  -  SECOND    CLASS 0
 HZ1245
 HZ1245.The horizontal coordinates were scaled from a topographic map and have
 HZ1245.an estimated accuracy of +/- 6 seconds.
 HZ1245
 HZ1245.The orthometric height was determined by differential leveling
 HZ1245.and adjusted by the National Geodetic Survey in June 1991..
 HZ1245
 HZ1245.The geoid height was determined by GEOID03.
 HZ1245
 HZ1245.The dynamic height is computed by dividing the NAVD 88
 HZ1245.geopotential number by the normal gravity value computed on the
 HZ1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1245.degrees latitude (g = 980.6199 gals.).
 HZ1245
 HZ1245.The modeled gravity was interpolated from observed gravity values.
 HZ1245
 HZ1245;                    North         East    Units  Estimated Accuracy
 HZ1245;SPC KY1Z     - 1,239,840.    1,542,770.      MT  (+/- 180 meters Scaled)
 HZ1245
 HZ1245                          SUPERSEDED SURVEY CONTROL
 HZ1245
 HZ1245  NGVD 29 (??/??/92)  262.583  (m)          861.49   (f) ADJ UNCH    2 0
 HZ1245
 HZ1245.Superseded values are not recommended for survey control.
 HZ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1245.See file dsdata.txt to determine how the superseded data were derived.
 HZ1245
 HZ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH517619(NAD 83)
 HZ1245_MARKER: DD = SURVEY DISK
 HZ1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1245_STAMPING: I71-L42 1963
 HZ1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1245+STABILITY: SURFACE MOTION
 HZ1245
 HZ1245  HISTORY     - Date     Condition        Report By
 HZ1245  HISTORY     - 1963     MONUMENTED       PAS
 HZ1245
 HZ1245                          STATION DESCRIPTION
 HZ1245
 HZ1245'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ1245'1.6 MI SE FROM SULPHUR.
 HZ1245'ABOUT 1.05 MILES EAST ALONG STATE HIGHWAY 157 FROM THE JUNCTION
 HZ1245'OF STATE HIGHWAYS 157 AND 1606 EAST OF SULPHUR, 28.6 FEET SOUTH
 HZ1245'OF CENTER OF HIGHWAY, 4.5 FEET NORTHEAST OF A FENCE CORNER, 4.5
 HZ1245'FEET NORTHWEST OF TELEPHONE POLE 158, 3.2 FEET NORTH OF A METAL
 HZ1245'WITNESS POST AND SIGN, ABOUT 1.5 FEET LOWER THAN HIGHWAY.  A
 HZ1245'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A
 HZ1245'CONCRETE POST PROJECTING 1 INCH AND STAMPED I71-L42 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0994 ***********************************************************************
 HZ0994  DESIGNATION -  I71 L 43
 HZ0994  PID         -  HZ0994
 HZ0994  STATE/COUNTY-  KY/HENRY
 HZ0994  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ0994
 HZ0994                         *CURRENT SURVEY CONTROL
 HZ0994  ___________________________________________________________________
 HZ0994* NAD 83(1986)-  38 31 29.     (N)    085 13 03.     (W)     SCALED    
 HZ0994* NAVD 88     -       275.849  (meters)     905.01   (feet)  ADJUSTED  
 HZ0994  ___________________________________________________________________
 HZ0994  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HZ0994  DYNAMIC HT  -         275.664 (meters)     904.41  (feet)  COMP
 HZ0994  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 HZ0994
 HZ0994  VERT ORDER  -  SECOND    CLASS 0
 HZ0994
 HZ0994.The horizontal coordinates were scaled from a topographic map and have
 HZ0994.an estimated accuracy of +/- 6 seconds.
 HZ0994
 HZ0994.The orthometric height was determined by differential leveling
 HZ0994.and adjusted by the National Geodetic Survey in June 1991..
 HZ0994
 HZ0994.The geoid height was determined by GEOID03.
 HZ0994
 HZ0994.The dynamic height is computed by dividing the NAVD 88
 HZ0994.geopotential number by the normal gravity value computed on the
 HZ0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0994.degrees latitude (g = 980.6199 gals.).
 HZ0994
 HZ0994.The modeled gravity was interpolated from observed gravity values.
 HZ0994
 HZ0994;                    North         East    Units  Estimated Accuracy
 HZ0994;SPC KY1Z     - 1,243,340.    1,546,430.      MT  (+/- 180 meters Scaled)
 HZ0994
 HZ0994                          SUPERSEDED SURVEY CONTROL
 HZ0994
 HZ0994  NGVD 29 (??/??/92)  276.029  (m)          905.61   (f) ADJ UNCH    2 0
 HZ0994
 HZ0994.Superseded values are not recommended for survey control.
 HZ0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0994.See file dsdata.txt to determine how the superseded data were derived.
 HZ0994
 HZ0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH553655(NAD 83)
 HZ0994_MARKER: DD = SURVEY DISK
 HZ0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0994_STAMPING: I71-L43 1963
 HZ0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0994+STABILITY: SURFACE MOTION
 HZ0994
 HZ0994  HISTORY     - Date     Condition        Report By
 HZ0994  HISTORY     - 1963     MONUMENTED       PAS
 HZ0994
 HZ0994                          STATION DESCRIPTION
 HZ0994
 HZ0994'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0994'0.5 MI W FROM CAMPBELLSBURG.
 HZ0994'0.9 MILE NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE LOUISVILLE
 HZ0994'AND NASHVILLE RAILROAD STATION IN CAMPBELLSBURG, AT THE SOUTHWEST
 HZ0994'CORNER OF MAIN AND CARMAN STREETS, 28.0 FEET NORTHWEST OF CENTER
 HZ0994'OF HIGHWAY 421 AND MAIN STREET, 28.0 FEET SOUTH OF CENTER OF CARMAN
 HZ0994'STREET, 22.2 FEET WEST OF SOUTHWEST END OF A 12 INCH CONCRETE
 HZ0994'CULVERT UNDER CARMAN STREET, 1.9 FEET SOUTHEAST OF A METAL WITNESS
 HZ0994'POST AND SIGN, ABOUT 1.0 FEET HIGHER THAN HIGHWAY.  A KENTUCKY
 HZ0994'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE
 HZ0994'POST PROJECTING 2 INCHES AND STAMPED I71-L43 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0995 ***********************************************************************
 HZ0995  DESIGNATION -  I71 L 44
 HZ0995  PID         -  HZ0995
 HZ0995  STATE/COUNTY-  KY/HENRY
 HZ0995  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ0995
 HZ0995                         *CURRENT SURVEY CONTROL
 HZ0995  ___________________________________________________________________
 HZ0995* NAD 83(1986)-  38 31 11.     (N)    085 13 52.     (W)     SCALED    
 HZ0995* NAVD 88     -       266.306  (meters)     873.71   (feet)  ADJUSTED  
 HZ0995  ___________________________________________________________________
 HZ0995  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HZ0995  DYNAMIC HT  -         266.126 (meters)     873.12  (feet)  COMP
 HZ0995  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 HZ0995
 HZ0995  VERT ORDER  -  SECOND    CLASS 0
 HZ0995
 HZ0995.The horizontal coordinates were scaled from a topographic map and have
 HZ0995.an estimated accuracy of +/- 6 seconds.
 HZ0995
 HZ0995.The orthometric height was determined by differential leveling
 HZ0995.and adjusted by the National Geodetic Survey in June 1991..
 HZ0995
 HZ0995.The geoid height was determined by GEOID03.
 HZ0995
 HZ0995.The dynamic height is computed by dividing the NAVD 88
 HZ0995.geopotential number by the normal gravity value computed on the
 HZ0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0995.degrees latitude (g = 980.6199 gals.).
 HZ0995
 HZ0995.The modeled gravity was interpolated from observed gravity values.
 HZ0995
 HZ0995;                    North         East    Units  Estimated Accuracy
 HZ0995;SPC KY1Z     - 1,242,780.    1,545,250.      MT  (+/- 180 meters Scaled)
 HZ0995
 HZ0995                          SUPERSEDED SURVEY CONTROL
 HZ0995
 HZ0995  NGVD 29 (??/??/92)  266.486  (m)          874.30   (f) ADJ UNCH    2 0
 HZ0995
 HZ0995.Superseded values are not recommended for survey control.
 HZ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0995.See file dsdata.txt to determine how the superseded data were derived.
 HZ0995
 HZ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH542649(NAD 83)
 HZ0995_MARKER: DD = SURVEY DISK
 HZ0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0995_STAMPING: I71-L44 1963
 HZ0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0995+STABILITY: SURFACE MOTION
 HZ0995
 HZ0995  HISTORY     - Date     Condition        Report By
 HZ0995  HISTORY     - 1963     MONUMENTED       PAS
 HZ0995
 HZ0995                          STATION DESCRIPTION
 HZ0995
 HZ0995'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 HZ0995'1.8 MI NW FROM CAMPBELLSBURG.
 HZ0995'1.75 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE LOUISVILLE
 HZ0995'AND NASHVILLE RAILROAD STATION IN CAMPBELLSBURG, 134.0 FEET
 HZ0995'NORTHEAST OF NORTHEAST CORNER OF A 1 STORY FRAME HOUSE, 40.5
 HZ0995'FEET WEST OF TELEPHONE POLE 2W, 36.0 FEET SOUTH OF CENTER OF
 HZ0995'HIGHWAY 421, 2.6 FEET NORTH OF A METAL WITNESS POST AND SIGN,
 HZ0995'ABOUT 2.5 FEET HIGHER THAN HIGHWAY.  A KENTUCKY DEPARTMENT OF
 HZ0995'HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING
 HZ0995'2 INCHES AND STAMPED I71-L44 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0996 ***********************************************************************
 HZ0996  DESIGNATION -  I71 L 45
 HZ0996  PID         -  HZ0996
 HZ0996  STATE/COUNTY-  KY/HENRY
 HZ0996  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ0996
 HZ0996                         *CURRENT SURVEY CONTROL
 HZ0996  ___________________________________________________________________
 HZ0996* NAD 83(1986)-  38 32 02.     (N)    085 13 13.     (W)     SCALED    
 HZ0996* NAVD 88     -       268.173  (meters)     879.83   (feet)  ADJUSTED  
 HZ0996  ___________________________________________________________________
 HZ0996  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HZ0996  DYNAMIC HT  -         267.992 (meters)     879.24  (feet)  COMP
 HZ0996  MODELED GRAV-     979,949.1   (mgal)                       NAVD 88
 HZ0996
 HZ0996  VERT ORDER  -  SECOND    CLASS 0
 HZ0996
 HZ0996.The horizontal coordinates were scaled from a topographic map and have
 HZ0996.an estimated accuracy of +/- 6 seconds.
 HZ0996
 HZ0996.The orthometric height was determined by differential leveling
 HZ0996.and adjusted by the National Geodetic Survey in June 1991..
 HZ0996
 HZ0996.The geoid height was determined by GEOID03.
 HZ0996
 HZ0996.The dynamic height is computed by dividing the NAVD 88
 HZ0996.geopotential number by the normal gravity value computed on the
 HZ0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0996.degrees latitude (g = 980.6199 gals.).
 HZ0996
 HZ0996.The modeled gravity was interpolated from observed gravity values.
 HZ0996
 HZ0996;                    North         East    Units  Estimated Accuracy
 HZ0996;SPC KY1Z     - 1,244,360.    1,546,190.      MT  (+/- 180 meters Scaled)
 HZ0996
 HZ0996                          SUPERSEDED SURVEY CONTROL
 HZ0996
 HZ0996  NGVD 29 (??/??/92)  268.354  (m)          880.42   (f) ADJ UNCH    2 0
 HZ0996
 HZ0996.Superseded values are not recommended for survey control.
 HZ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0996.See file dsdata.txt to determine how the superseded data were derived.
 HZ0996
 HZ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH551665(NAD 83)
 HZ0996_MARKER: DD = SURVEY DISK
 HZ0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0996_STAMPING: I71-L45 1964
 HZ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0996+STABILITY: SURFACE MOTION
 HZ0996
 HZ0996  HISTORY     - Date     Condition        Report By
 HZ0996  HISTORY     - 1964     MONUMENTED       PAS
 HZ0996
 HZ0996                          STATION DESCRIPTION
 HZ0996
 HZ0996'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0996'1.6 MI NW FROM CAMPBELLSBURG.
 HZ0996'TO REACH FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION IN
 HZ0996'CAMPBELLSBURG, GO NORTHWEST ON U.S. HIGHWAY 421 FOR 0.85 MILE TO
 HZ0996'ROAD ON RIGHT.  TURN RIGHT AND GO NORTH FOR 0.4 MILE TO DRIVE ON
 HZ0996'LEFT.  TURN LEFT AND GO WEST FOR 0.4 MILE TO BENCH MARK ON
 HZ0996'RIGHT, 63.0 FEET SOUTH OF SOUTHEAST CORNER OF TWO-STORY FRAME
 HZ0996'HOUSE, 27.5 FEET NORTH OF CENTER OF DRIVE, 7.0 FEET SOUTH OF 24
 HZ0996'INCH LOCUST TREE, 6.3 FEET NORTHWEST OF A FENCE CORNER, 6.1 FEET
 HZ0996'SOUTH OF A METAL WITNESS POST AND SIGN, 6.0 FEET SOUTHWEST OF
 HZ0996'FENCE CORNER AND ABOUT 4.5 FEET HIGHER THAN DRIVE.  A KENTUCKY
 HZ0996'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE
 HZ0996'POST PROJECTING 1 INCH AND STAMPED I71-L45 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0997 ***********************************************************************
 HZ0997  DESIGNATION -  I71 L 46
 HZ0997  PID         -  HZ0997
 HZ0997  STATE/COUNTY-  KY/HENRY
 HZ0997  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ0997
 HZ0997                         *CURRENT SURVEY CONTROL
 HZ0997  ___________________________________________________________________
 HZ0997* NAD 83(1986)-  38 32 11.     (N)    085 12 16.     (W)     SCALED    
 HZ0997* NAVD 88     -       270.918  (meters)     888.84   (feet)  ADJUSTED  
 HZ0997  ___________________________________________________________________
 HZ0997  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HZ0997  DYNAMIC HT  -         270.736 (meters)     888.24  (feet)  COMP
 HZ0997  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 HZ0997
 HZ0997  VERT ORDER  -  SECOND    CLASS 0
 HZ0997
 HZ0997.The horizontal coordinates were scaled from a topographic map and have
 HZ0997.an estimated accuracy of +/- 6 seconds.
 HZ0997
 HZ0997.The orthometric height was determined by differential leveling
 HZ0997.and adjusted by the National Geodetic Survey in June 1991..
 HZ0997
 HZ0997.The geoid height was determined by GEOID03.
 HZ0997
 HZ0997.The dynamic height is computed by dividing the NAVD 88
 HZ0997.geopotential number by the normal gravity value computed on the
 HZ0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0997.degrees latitude (g = 980.6199 gals.).
 HZ0997
 HZ0997.The modeled gravity was interpolated from observed gravity values.
 HZ0997
 HZ0997;                    North         East    Units  Estimated Accuracy
 HZ0997;SPC KY1Z     - 1,244,650.    1,547,570.      MT  (+/- 180 meters Scaled)
 HZ0997
 HZ0997                          SUPERSEDED SURVEY CONTROL
 HZ0997
 HZ0997  NGVD 29 (??/??/92)  271.102  (m)          889.44   (f) ADJ UNCH    2 0
 HZ0997
 HZ0997.Superseded values are not recommended for survey control.
 HZ0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0997.See file dsdata.txt to determine how the superseded data were derived.
 HZ0997
 HZ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH564668(NAD 83)
 HZ0997_MARKER: DD = SURVEY DISK
 HZ0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0997_STAMPING: I71-L46 1964
 HZ0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0997+STABILITY: SURFACE MOTION
 HZ0997
 HZ0997  HISTORY     - Date     Condition        Report By
 HZ0997  HISTORY     - 1964     MONUMENTED       PAS
 HZ0997
 HZ0997                          STATION DESCRIPTION
 HZ0997
 HZ0997'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0997'1.8 MI N FROM CAMPBELLSBURG.
 HZ0997'0.7 MILE EAST ALONG U.S. HIGHWAY 421 FROM THE LOUISVILLE AND
 HZ0997'NASHVILLE RAILROAD STATION IN CAMPBELLSBURG, THENCE NORTH ALONG
 HZ0997'STATE HIGHWAY 55 FOR 0.6 MILE, THENCE LEFT AND WEST ON GRAVEL
 HZ0997'ROAD FOR 0.55 MILE, 88.0 FEET SOUTH OF SOUTHWEST CORNER OF A
 HZ0997'ONE-STORY FRAME HOUSE, 25.5 FEET SOUTHEAST OF CENTER OF ROAD AND
 HZ0997'DRIVE NORTH, 20.0 SOUTH OF CENTER OF ROAD, 13.0 FEET WEST OF FENCE
 HZ0997'CORNER, 2.5 FEET NORTHWEST OF FENCE LINE, 2.0 FEET NORTHWEST OF
 HZ0997'A METAL WITNESS POST AND SIGN AND ABOUT 1.5 FEET HIGHER THAN
 HZ0997'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HZ0997'TOP OF A CONCRETE POST PROJECTING 1 INCH AND STAMPED I71-L46 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0998 ***********************************************************************
 HZ0998  DESIGNATION -  I71 L 47
 HZ0998  PID         -  HZ0998
 HZ0998  STATE/COUNTY-  KY/HENRY
 HZ0998  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ0998
 HZ0998                         *CURRENT SURVEY CONTROL
 HZ0998  ___________________________________________________________________
 HZ0998* NAD 83(1986)-  38 32 16.     (N)    085 11 36.     (W)     SCALED    
 HZ0998* NAVD 88     -       248.504  (meters)     815.30   (feet)  ADJUSTED  
 HZ0998  ___________________________________________________________________
 HZ0998  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HZ0998  DYNAMIC HT  -         248.337 (meters)     814.75  (feet)  COMP
 HZ0998  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 HZ0998
 HZ0998  VERT ORDER  -  SECOND    CLASS 0
 HZ0998
 HZ0998.The horizontal coordinates were scaled from a topographic map and have
 HZ0998.an estimated accuracy of +/- 6 seconds.
 HZ0998
 HZ0998.The orthometric height was determined by differential leveling
 HZ0998.and adjusted by the National Geodetic Survey in June 1991..
 HZ0998
 HZ0998.The geoid height was determined by GEOID03.
 HZ0998
 HZ0998.The dynamic height is computed by dividing the NAVD 88
 HZ0998.geopotential number by the normal gravity value computed on the
 HZ0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0998.degrees latitude (g = 980.6199 gals.).
 HZ0998
 HZ0998.The modeled gravity was interpolated from observed gravity values.
 HZ0998
 HZ0998;                    North         East    Units  Estimated Accuracy
 HZ0998;SPC KY1Z     - 1,244,810.    1,548,530.      MT  (+/- 180 meters Scaled)
 HZ0998
 HZ0998                          SUPERSEDED SURVEY CONTROL
 HZ0998
 HZ0998  NGVD 29 (??/??/92)  248.689  (m)          815.91   (f) ADJ UNCH    2 0
 HZ0998
 HZ0998.Superseded values are not recommended for survey control.
 HZ0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0998.See file dsdata.txt to determine how the superseded data were derived.
 HZ0998
 HZ0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH574670(NAD 83)
 HZ0998_MARKER: DD = SURVEY DISK
 HZ0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0998_STAMPING: I71-L47 1964
 HZ0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0998+STABILITY: SURFACE MOTION
 HZ0998
 HZ0998  HISTORY     - Date     Condition        Report By
 HZ0998  HISTORY     - 1964     MONUMENTED       PAS
 HZ0998
 HZ0998                          STATION DESCRIPTION
 HZ0998
 HZ0998'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0998'1.4 MI NE FROM CAMPBELLSBURG.
 HZ0998'0.7 MILE EAST ALONG U.S. HIGHWAY 421 FROM THE LOUISVILLE AND
 HZ0998'NASHVILLE RAILROAD STATION IN CAMPBELLSBURG, THENCE NORTH ALONG
 HZ0998'STATE HIGHWAY 55 FOR 0.65 MILE, 90.0 FEET SOUTHEAST OF CENTER OF
 HZ0998'HIGHWAY AND DRIVE EAST, 24.0 FEET EAST OF CENTER OF HIGHWAY, 7.5
 HZ0998'FEET NORTH OF FENCE CORNER, 2.0 FEET SOUTH OF TELEPHONE POLE,
 HZ0998'ABOUT 2.0 FEET HIGHER THAN HIGHWAY, 2.0 FEET WEST OF A METAL
 HZ0998'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ0998'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 HZ0998'STAMPED I71-L47 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0999 ***********************************************************************
 HZ0999  DESIGNATION -  I71 L 48
 HZ0999  PID         -  HZ0999
 HZ0999  STATE/COUNTY-  KY/HENRY
 HZ0999  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ0999
 HZ0999                         *CURRENT SURVEY CONTROL
 HZ0999  ___________________________________________________________________
 HZ0999* NAD 83(1986)-  38 32 57.     (N)    085 11 35.     (W)     SCALED    
 HZ0999* NAVD 88     -       239.125  (meters)     784.53   (feet)  ADJUSTED  
 HZ0999  ___________________________________________________________________
 HZ0999  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HZ0999  DYNAMIC HT  -         238.965 (meters)     784.00  (feet)  COMP
 HZ0999  MODELED GRAV-     979,952.6   (mgal)                       NAVD 88
 HZ0999
 HZ0999  VERT ORDER  -  SECOND    CLASS 0
 HZ0999
 HZ0999.The horizontal coordinates were scaled from a topographic map and have
 HZ0999.an estimated accuracy of +/- 6 seconds.
 HZ0999
 HZ0999.The orthometric height was determined by differential leveling
 HZ0999.and adjusted by the National Geodetic Survey in June 1991..
 HZ0999
 HZ0999.The geoid height was determined by GEOID03.
 HZ0999
 HZ0999.The dynamic height is computed by dividing the NAVD 88
 HZ0999.geopotential number by the normal gravity value computed on the
 HZ0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0999.degrees latitude (g = 980.6199 gals.).
 HZ0999
 HZ0999.The modeled gravity was interpolated from observed gravity values.
 HZ0999
 HZ0999;                    North         East    Units  Estimated Accuracy
 HZ0999;SPC KY1Z     - 1,246,070.    1,548,550.      MT  (+/- 180 meters Scaled)
 HZ0999
 HZ0999                          SUPERSEDED SURVEY CONTROL
 HZ0999
 HZ0999  NGVD 29 (??/??/92)  239.312  (m)          785.14   (f) ADJ UNCH    2 0
 HZ0999
 HZ0999.Superseded values are not recommended for survey control.
 HZ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0999.See file dsdata.txt to determine how the superseded data were derived.
 HZ0999
 HZ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH574682(NAD 83)
 HZ0999_MARKER: DD = SURVEY DISK
 HZ0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0999_STAMPING: I71-L48 1964
 HZ0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0999+STABILITY: SURFACE MOTION
 HZ0999
 HZ0999  HISTORY     - Date     Condition        Report By
 HZ0999  HISTORY     - 1964     MONUMENTED       PAS
 HZ0999
 HZ0999                          STATION DESCRIPTION
 HZ0999
 HZ0999'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0999'2.1 MI NE FROM CAMPBELLSBURG.
 HZ0999'0.7 MILE EAST ALONG U.S. HIGHWAY 421 FROM THE LOUISVILLE AND
 HZ0999'NASHVILLE RAILROAD STATION AT CAMPBELLSBURG, THENCE 1.4 MILES
 HZ0999'NORTH ALONG STATE HIGHWAY 55 TO A T-ROAD LEFT, 39.0 FEET NORTHWEST
 HZ0999'OF CENTER OF HIGHWAY AND ROAD INTERSECTION, 21.5 FEET WEST OF
 HZ0999'CENTER OF HIGHWAY, 15.6 FEET NORTHEAST OF FENCE CORNER, 3.6
 HZ0999'FEET EAST OF FENCE LINE, 3.3 FEET EAST OF METAL WITNESS POST
 HZ0999'AND SIGN, ABOUT 1.5 FEET LOWR THAN HIGHWAY.  A KENTUCKY DEPARTMENT
 HZ0999'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 HZ0999'PROJECTING 2 INCHES AND STAMPED I71-L48 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1001 ***********************************************************************
 HZ1001  DESIGNATION -  I71 L 49
 HZ1001  PID         -  HZ1001
 HZ1001  STATE/COUNTY-  KY/HENRY
 HZ1001  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ1001
 HZ1001                         *CURRENT SURVEY CONTROL
 HZ1001  ___________________________________________________________________
 HZ1001* NAD 83(1986)-  38 32 58.     (N)    085 12 30.     (W)     SCALED    
 HZ1001* NAVD 88     -       238.814  (meters)     783.51   (feet)  ADJUSTED  
 HZ1001  ___________________________________________________________________
 HZ1001  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HZ1001  DYNAMIC HT  -         238.654 (meters)     782.98  (feet)  COMP
 HZ1001  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 HZ1001
 HZ1001  VERT ORDER  -  SECOND    CLASS 0
 HZ1001
 HZ1001.The horizontal coordinates were scaled from a topographic map and have
 HZ1001.an estimated accuracy of +/- 6 seconds.
 HZ1001
 HZ1001.The orthometric height was determined by differential leveling
 HZ1001.and adjusted by the National Geodetic Survey in June 1991..
 HZ1001
 HZ1001.The geoid height was determined by GEOID03.
 HZ1001
 HZ1001.The dynamic height is computed by dividing the NAVD 88
 HZ1001.geopotential number by the normal gravity value computed on the
 HZ1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1001.degrees latitude (g = 980.6199 gals.).
 HZ1001
 HZ1001.The modeled gravity was interpolated from observed gravity values.
 HZ1001
 HZ1001;                    North         East    Units  Estimated Accuracy
 HZ1001;SPC KY1Z     - 1,246,090.    1,547,220.      MT  (+/- 180 meters Scaled)
 HZ1001
 HZ1001                          SUPERSEDED SURVEY CONTROL
 HZ1001
 HZ1001  NGVD 29 (??/??/92)  239.000  (m)          784.12   (f) ADJ UNCH    2 0
 HZ1001
 HZ1001.Superseded values are not recommended for survey control.
 HZ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1001.See file dsdata.txt to determine how the superseded data were derived.
 HZ1001
 HZ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH561683(NAD 83)
 HZ1001_MARKER: DD = SURVEY DISK
 HZ1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1001_STAMPING: I71-L49 1964
 HZ1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1001+STABILITY: SURFACE MOTION
 HZ1001
 HZ1001  HISTORY     - Date     Condition        Report By
 HZ1001  HISTORY     - 1964     MONUMENTED       PAS
 HZ1001
 HZ1001                          STATION DESCRIPTION
 HZ1001
 HZ1001'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1001'3 MI N FROM CAMPBELLSBURG.
 HZ1001'0.7 MILE EAST ALONG U.S. HIGHWAY 421 FROM THE LOUISVILLE AND
 HZ1001'NASHVILLE RAILROAD STATION AT CAMPBELLSBURG, THENCE 1.4 MILES NORTH
 HZ1001'ALONG STATE HIGHWAY 55 TO A T-ROAD LEFT, THENCE 0.85 MILE WEST, 143.0
 HZ1001'FEET EAST OF CENTER OF ROAD AND DRIVE SOUTHWEST, 18.0 FEET NORTH
 HZ1001'OF CENTER OF ROAD, 2.0 FEET SOUTH OF FENCE LINE, 2.0 FEET SOUTH
 HZ1001'OF A METAL WITNESS POST AND SIGN, 1.5 FEET HIGHER THAN ROAD.
 HZ1001'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A
 HZ1001'CONCRETE POST PROJECTING 1 INCH AND STAMPED I71-L49 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1542 ***********************************************************************
 HZ1542  DESIGNATION -  I71 L 5
 HZ1542  PID         -  HZ1542
 HZ1542  STATE/COUNTY-  KY/JEFFERSON
 HZ1542  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1542
 HZ1542                         *CURRENT SURVEY CONTROL
 HZ1542  ___________________________________________________________________
 HZ1542* NAD 83(1986)-  38 17 28.     (N)    085 39 49.     (W)     SCALED    
 HZ1542* NAVD 88     -       168.282  (meters)     552.11   (feet)  ADJUSTED  
 HZ1542  ___________________________________________________________________
 HZ1542  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1542  DYNAMIC HT  -         168.169 (meters)     551.73  (feet)  COMP
 HZ1542  MODELED GRAV-     979,954.4   (mgal)                       NAVD 88
 HZ1542
 HZ1542  VERT ORDER  -  SECOND    CLASS 0
 HZ1542
 HZ1542.The horizontal coordinates were scaled from a topographic map and have
 HZ1542.an estimated accuracy of +/- 6 seconds.
 HZ1542
 HZ1542.The orthometric height was determined by differential leveling
 HZ1542.and adjusted by the National Geodetic Survey in June 1991..
 HZ1542
 HZ1542.The geoid height was determined by GEOID03.
 HZ1542
 HZ1542.The dynamic height is computed by dividing the NAVD 88
 HZ1542.geopotential number by the normal gravity value computed on the
 HZ1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1542.degrees latitude (g = 980.6199 gals.).
 HZ1542
 HZ1542.The modeled gravity was interpolated from observed gravity values.
 HZ1542
 HZ1542;                    North         East    Units  Estimated Accuracy
 HZ1542;SPC KY1Z     - 1,217,290.    1,507,560.      MT  (+/- 180 meters Scaled)
 HZ1542
 HZ1542                          SUPERSEDED SURVEY CONTROL
 HZ1542
 HZ1542  NGVD 29 (??/??/92)  168.436  (m)          552.61   (f) ADJ UNCH    2 0
 HZ1542
 HZ1542.Superseded values are not recommended for survey control.
 HZ1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1542.See file dsdata.txt to determine how the superseded data were derived.
 HZ1542
 HZ1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH168389(NAD 83)
 HZ1542_MARKER: DD = SURVEY DISK
 HZ1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1542_STAMPING: I71-L5-1960
 HZ1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1542+STABILITY: SURFACE MOTION
 HZ1542
 HZ1542  HISTORY     - Date     Condition        Report By
 HZ1542  HISTORY     - 1960     MONUMENTED       PAS
 HZ1542  HISTORY     - 1981     GOOD             KYDT
 HZ1542
 HZ1542                          STATION DESCRIPTION
 HZ1542
 HZ1542'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1542'4.1 MI NW FROM ST MATTHEWS.
 HZ1542'ABOUT 1.5 MILES NORTHWEST ALONG HUBBARDS LANE FROM THE INTERSECTION
 HZ1542'OF HUBBARDS LANE AND SHELBYVILLE ROAD (U.S. HIGHWAY 60) ON THE EAST
 HZ1542'SIDE OF ST. MATTHEWS, THENCE ABOUT 0.45 MILE NORTHEAST AONG U.S.
 HZ1542'HIGHWAY 42, THENCE ABOUT 1.85 MILES NORTHWEST ALONG BLANKENBAKER
 HZ1542'LANE, THENCE ABOUT 0.3 MILE NORTHEAST ALONG POPLAR HILL ROAD, AT THE
 HZ1542'TOP OF A HILL AND IN A GRASSY MEDIAN BETWEEN DIVIDED ROADS, 46.0
 HZ1542'FEET WEST OF CENTER OF EAST LANE, 35.5 FEET EAST OF CENTER OF WEST
 HZ1542'LANE, 27.0 FEET NORTH OF A 30-INCH OAK TREE, 20.5 FEET SOUTHEAST
 HZ1542'OF A METAL WITNESS POST AND SIGN, AND 15.9 FEET WEST SOUTHWEST OF
 HZ1542'A 24-INCH ELM TREE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 HZ1542'DISK SET IN TOP OF A CONCRETE CYLINDER PROJECTING 5 INCHES AND
 HZ1542'STAMPED I71-L5-1960.
 HZ1542
 HZ1542                          STATION RECOVERY (1981)
 HZ1542
 HZ1542'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1002 ***********************************************************************
 HZ1002  DESIGNATION -  I71 L 50
 HZ1002  PID         -  HZ1002
 HZ1002  STATE/COUNTY-  KY/HENRY
 HZ1002  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ1002
 HZ1002                         *CURRENT SURVEY CONTROL
 HZ1002  ___________________________________________________________________
 HZ1002* NAD 83(1986)-  38 33 53.     (N)    085 11 33.     (W)     SCALED    
 HZ1002* NAVD 88     -       260.563  (meters)     854.86   (feet)  ADJUSTED  
 HZ1002  ___________________________________________________________________
 HZ1002  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HZ1002  DYNAMIC HT  -         260.389 (meters)     854.29  (feet)  COMP
 HZ1002  MODELED GRAV-     979,954.3   (mgal)                       NAVD 88
 HZ1002
 HZ1002  VERT ORDER  -  SECOND    CLASS 0
 HZ1002
 HZ1002.The horizontal coordinates were scaled from a topographic map and have
 HZ1002.an estimated accuracy of +/- 6 seconds.
 HZ1002
 HZ1002.The orthometric height was determined by differential leveling
 HZ1002.and adjusted by the National Geodetic Survey in June 1991..
 HZ1002
 HZ1002.The geoid height was determined by GEOID03.
 HZ1002
 HZ1002.The dynamic height is computed by dividing the NAVD 88
 HZ1002.geopotential number by the normal gravity value computed on the
 HZ1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1002.degrees latitude (g = 980.6199 gals.).
 HZ1002
 HZ1002.The modeled gravity was interpolated from observed gravity values.
 HZ1002
 HZ1002;                    North         East    Units  Estimated Accuracy
 HZ1002;SPC KY1Z     - 1,247,800.    1,548,590.      MT  (+/- 180 meters Scaled)
 HZ1002
 HZ1002                          SUPERSEDED SURVEY CONTROL
 HZ1002
 HZ1002  NGVD 29 (??/??/92)  260.751  (m)          855.48   (f) ADJ UNCH    2 0
 HZ1002
 HZ1002.Superseded values are not recommended for survey control.
 HZ1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1002.See file dsdata.txt to determine how the superseded data were derived.
 HZ1002
 HZ1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH574700(NAD 83)
 HZ1002_MARKER: DD = SURVEY DISK
 HZ1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1002_STAMPING: 171-L50 1964
 HZ1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1002+STABILITY: SURFACE MOTION
 HZ1002
 HZ1002  HISTORY     - Date     Condition        Report By
 HZ1002  HISTORY     - 1964     MONUMENTED       PAS
 HZ1002
 HZ1002                          STATION DESCRIPTION
 HZ1002
 HZ1002'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1002'3.2 MI NE FROM CAMPBELLSBURG.
 HZ1002'0.7 MILE EAST ALONG U.S. HIGHWAY 421 FROM THE LOUISVILLE AND
 HZ1002'NASHVILLE RAILROAD STATION AT CAMPBELLSBURG, THENCE 2.55 MILES
 HZ1002'NORTH ALONG STATE HIGHWAY 55, 85.0 FEET WEST OF THE NORTHWEST
 HZ1002'CORNER OF A TWO-STORY FRAME HOUSE OWNED BY J.W. BRENT, 43.0 FEET
 HZ1002'NORTHEAST OF CENTER OF HIGHWAY, 9.0 FEET NORTHEAST OF ANGLE POWER
 HZ1002'POLE, 6.0 FEET SOUTHWEST OF A FENCE LINE, 5.3 FEET SOUTHWEST OF A
 HZ1002'METAL WITNESS POST AND SIGN, 0.5 FEET LOWER THAN HIGHWAY.  A
 HZ1002'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A
 HZ1002'CONCRETE POST PROJECTING 2 INCHES AND STAMPED I71-L50 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1004 ***********************************************************************
 HZ1004  DESIGNATION -  I71 L 51
 HZ1004  PID         -  HZ1004
 HZ1004  STATE/COUNTY-  KY/HENRY
 HZ1004  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ1004
 HZ1004                         *CURRENT SURVEY CONTROL
 HZ1004  ___________________________________________________________________
 HZ1004* NAD 83(1986)-  38 33 29.     (N)    085 11 06.     (W)     SCALED    
 HZ1004* NAVD 88     -       266.388  (meters)     873.97   (feet)  ADJUSTED  
 HZ1004  ___________________________________________________________________
 HZ1004  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HZ1004  DYNAMIC HT  -         266.210 (meters)     873.39  (feet)  COMP
 HZ1004  MODELED GRAV-     979,954.0   (mgal)                       NAVD 88
 HZ1004
 HZ1004  VERT ORDER  -  SECOND    CLASS 0
 HZ1004
 HZ1004.The horizontal coordinates were scaled from a topographic map and have
 HZ1004.an estimated accuracy of +/- 6 seconds.
 HZ1004
 HZ1004.The orthometric height was determined by differential leveling
 HZ1004.and adjusted by the National Geodetic Survey in June 1991..
 HZ1004
 HZ1004.The geoid height was determined by GEOID03.
 HZ1004
 HZ1004.The dynamic height is computed by dividing the NAVD 88
 HZ1004.geopotential number by the normal gravity value computed on the
 HZ1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1004.degrees latitude (g = 980.6199 gals.).
 HZ1004
 HZ1004.The modeled gravity was interpolated from observed gravity values.
 HZ1004
 HZ1004;                    North         East    Units  Estimated Accuracy
 HZ1004;SPC KY1Z     - 1,247,060.    1,549,250.      MT  (+/- 180 meters Scaled)
 HZ1004
 HZ1004                          SUPERSEDED SURVEY CONTROL
 HZ1004
 HZ1004  NGVD 29 (??/??/92)  266.578  (m)          874.60   (f) ADJ UNCH    2 0
 HZ1004
 HZ1004.Superseded values are not recommended for survey control.
 HZ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1004.See file dsdata.txt to determine how the superseded data were derived.
 HZ1004
 HZ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH581692(NAD 83)
 HZ1004_MARKER: DD = SURVEY DISK
 HZ1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1004_STAMPING: I71-L51 1964
 HZ1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1004+STABILITY: SURFACE MOTION
 HZ1004
 HZ1004  HISTORY     - Date     Condition        Report By
 HZ1004  HISTORY     - 1964     MONUMENTED       PAS
 HZ1004
 HZ1004                          STATION DESCRIPTION
 HZ1004
 HZ1004'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1004'3 MI NE FROM CAMPBELLSBURG.
 HZ1004'0.7 MILE EAST ALONG U.S. HIGHWAY 421 FROM THE LOUISVILLE AND
 HZ1004'NASHVILLE RAILROAD STATION IN CAMPBELLSBURG, THENCE 1.95 MILES NORTH
 HZ1004'ALONG STATE HIGHWAY 55, THENCE 0.60 MILE EAST ALONG GRAVEL ROAD TO
 HZ1004'UNDERGROUND CABLE CROSSING, 131.0 FEET WEST OF CENTER OF ROAD AND
 HZ1004'DRIVE NORTH, 16.0 FEET SOUTH OF CENTER OF ROAD, 10.3 FEET NORTHEAST
 HZ1004'OF UNDERGROUND CABLE WARNING SIGN 454, 2.5 FEET HIGHER THAN ROAD,
 HZ1004'1.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.  A KENTUCKY
 HZ1004'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE
 HZ1004'POST PROJECTING 1 INCH AND STAMPED I71-L51 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1005 ***********************************************************************
 HZ1005  DESIGNATION -  I71 L 52
 HZ1005  PID         -  HZ1005
 HZ1005  STATE/COUNTY-  KY/HENRY
 HZ1005  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ1005
 HZ1005                         *CURRENT SURVEY CONTROL
 HZ1005  ___________________________________________________________________
 HZ1005* NAD 83(1986)-  38 33 41.     (N)    085 10 11.     (W)     SCALED    
 HZ1005* NAVD 88     -       211.316  (meters)     693.29   (feet)  ADJUSTED  
 HZ1005  ___________________________________________________________________
 HZ1005  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HZ1005  DYNAMIC HT  -         211.175 (meters)     692.83  (feet)  COMP
 HZ1005  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 HZ1005
 HZ1005  VERT ORDER  -  SECOND    CLASS 0
 HZ1005
 HZ1005.The horizontal coordinates were scaled from a topographic map and have
 HZ1005.an estimated accuracy of +/- 6 seconds.
 HZ1005
 HZ1005.The orthometric height was determined by differential leveling
 HZ1005.and adjusted by the National Geodetic Survey in June 1991..
 HZ1005
 HZ1005.The geoid height was determined by GEOID03.
 HZ1005
 HZ1005.The dynamic height is computed by dividing the NAVD 88
 HZ1005.geopotential number by the normal gravity value computed on the
 HZ1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1005.degrees latitude (g = 980.6199 gals.).
 HZ1005
 HZ1005.The modeled gravity was interpolated from observed gravity values.
 HZ1005
 HZ1005;                    North         East    Units  Estimated Accuracy
 HZ1005;SPC KY1Z     - 1,247,440.    1,550,580.      MT  (+/- 180 meters Scaled)
 HZ1005
 HZ1005                          SUPERSEDED SURVEY CONTROL
 HZ1005
 HZ1005  NGVD 29 (??/??/92)  211.506  (m)          693.92   (f) ADJ UNCH    2 0
 HZ1005
 HZ1005.Superseded values are not recommended for survey control.
 HZ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1005.See file dsdata.txt to determine how the superseded data were derived.
 HZ1005
 HZ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH594696(NAD 83)
 HZ1005_MARKER: DD = SURVEY DISK
 HZ1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1005_STAMPING: I71-L52 1964
 HZ1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1005+STABILITY: SURFACE MOTION
 HZ1005
 HZ1005  HISTORY     - Date     Condition        Report By
 HZ1005  HISTORY     - 1964     MONUMENTED       PAS
 HZ1005
 HZ1005                          STATION DESCRIPTION
 HZ1005
 HZ1005'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1005'0.4 MI N FROM TURNERS STATION.
 HZ1005'0.45 MILE NORTH ALONG MILL CREEK ROAD FROM THE LOUISVILLE AND
 HZ1005'NASHVILLE RAILROAD CROSSING AT TURNERS STATION, AT A T-ROAD WEST,
 HZ1005'123.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A TWO-STORY FRAME HOUSE,
 HZ1005'33.0 FEET SOUTHWEST OF T-ROAD INTERSECTION, 8.0 FEET NORTHWEST OF
 HZ1005'A 14 INCH WALNUT TREE, 1.8 FEET NORTHEAST OF A METAL WITNESS POST
 HZ1005'AND SIGN, ABOUT 2.0 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT
 HZ1005'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE POST, FLUSH
 HZ1005'WITH GROUND AND STAMPED I71-L52 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1006 ***********************************************************************
 HZ1006  DESIGNATION -  I71 L 53
 HZ1006  PID         -  HZ1006
 HZ1006  STATE/COUNTY-  KY/TRIMBLE
 HZ1006  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ1006
 HZ1006                         *CURRENT SURVEY CONTROL
 HZ1006  ___________________________________________________________________
 HZ1006* NAD 83(1986)-  38 35 03.     (N)    085 10 30.     (W)     SCALED    
 HZ1006* NAVD 88     -       237.026  (meters)     777.64   (feet)  ADJUSTED  
 HZ1006  ___________________________________________________________________
 HZ1006  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HZ1006  DYNAMIC HT  -         236.868 (meters)     777.12  (feet)  COMP
 HZ1006  MODELED GRAV-     979,959.2   (mgal)                       NAVD 88
 HZ1006
 HZ1006  VERT ORDER  -  SECOND    CLASS 0
 HZ1006
 HZ1006.The horizontal coordinates were scaled from a topographic map and have
 HZ1006.an estimated accuracy of +/- 6 seconds.
 HZ1006
 HZ1006.The orthometric height was determined by differential leveling
 HZ1006.and adjusted by the National Geodetic Survey in June 1991..
 HZ1006
 HZ1006.The geoid height was determined by GEOID03.
 HZ1006
 HZ1006.The dynamic height is computed by dividing the NAVD 88
 HZ1006.geopotential number by the normal gravity value computed on the
 HZ1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1006.degrees latitude (g = 980.6199 gals.).
 HZ1006
 HZ1006.The modeled gravity was interpolated from observed gravity values.
 HZ1006
 HZ1006;                    North         East    Units  Estimated Accuracy
 HZ1006;SPC KY1Z     - 1,249,970.    1,550,100.      MT  (+/- 180 meters Scaled)
 HZ1006
 HZ1006                          SUPERSEDED SURVEY CONTROL
 HZ1006
 HZ1006  NGVD 29 (??/??/92)  237.222  (m)          778.29   (f) ADJ UNCH    2 0
 HZ1006
 HZ1006.Superseded values are not recommended for survey control.
 HZ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1006.See file dsdata.txt to determine how the superseded data were derived.
 HZ1006
 HZ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH589722(NAD 83)
 HZ1006_MARKER: DD = SURVEY DISK
 HZ1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1006_STAMPING: I71-L53 1964
 HZ1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1006+STABILITY: SURFACE MOTION
 HZ1006
 HZ1006  HISTORY     - Date     Condition        Report By
 HZ1006  HISTORY     - 1964     MONUMENTED       PAS
 HZ1006
 HZ1006                          STATION DESCRIPTION
 HZ1006
 HZ1006'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1006'2 MI N FROM TURNERS STATION.
 HZ1006'1.90 MILES NORTH ALONG MILL CREEK ROAD FROM THE LOUISVILLE AND
 HZ1006'NASHVILLE RAILROAD CROSSING AT TURNERS STATION, THENCE ABOUT 0.1
 HZ1006'MILE WEST ON PRIVATE DRIVE TO HOUSE OF J.D. DOLL ON RIGHT AND
 HZ1006'END OF TRUCK TRAVEL, THENCE WALK ABOUT 0.15 MILE NORTHWEST OF
 HZ1006'NORTHWEST CORNER OF HOUSE TO TOP OF LARGE HILL, 13.0 FEET NORTH
 HZ1006'OF 8 INCH ASH, 12.0 FEET NORTH OF FENCE CORNER, 9.0 FEET SOUTHEAST
 HZ1006'CENTER OF FIELD ROAD, 7.4 FEET NORTHWEST OF FENCE LINE, 7.4 FEET
 HZ1006'NORTHWEST OF A METAL WITNESS POST AND SIGN, ABOUT LEVEL WITH FIELD
 HZ1006'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP
 HZ1006'OF CONCRETE POST PROJECTING 2 INCHES AND STAMPED I71-L53 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1007 ***********************************************************************
 HZ1007  DESIGNATION -  I71 L 54
 HZ1007  PID         -  HZ1007
 HZ1007  STATE/COUNTY-  KY/CARROLL
 HZ1007  USGS QUAD   -  CARROLLTON (1994)
 HZ1007
 HZ1007                         *CURRENT SURVEY CONTROL
 HZ1007  ___________________________________________________________________
 HZ1007* NAD 83(1986)-  38 37 46.     (N)    085 08 21.     (W)     SCALED    
 HZ1007* NAVD 88     -       147.162  (meters)     482.81   (feet)  ADJUSTED  
 HZ1007  ___________________________________________________________________
 HZ1007  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ1007  DYNAMIC HT  -         147.065 (meters)     482.50  (feet)  COMP
 HZ1007  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 HZ1007
 HZ1007  VERT ORDER  -  SECOND    CLASS 0
 HZ1007
 HZ1007.The horizontal coordinates were scaled from a topographic map and have
 HZ1007.an estimated accuracy of +/- 6 seconds.
 HZ1007
 HZ1007.The orthometric height was determined by differential leveling
 HZ1007.and adjusted by the National Geodetic Survey in June 1991..
 HZ1007
 HZ1007.The geoid height was determined by GEOID03.
 HZ1007
 HZ1007.The dynamic height is computed by dividing the NAVD 88
 HZ1007.geopotential number by the normal gravity value computed on the
 HZ1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1007.degrees latitude (g = 980.6199 gals.).
 HZ1007
 HZ1007.The modeled gravity was interpolated from observed gravity values.
 HZ1007
 HZ1007;                    North         East    Units  Estimated Accuracy
 HZ1007;SPC KY1Z     - 1,255,010.    1,553,190.      MT  (+/- 180 meters Scaled)
 HZ1007
 HZ1007                          SUPERSEDED SURVEY CONTROL
 HZ1007
 HZ1007  NGVD 29 (??/??/92)  147.361  (m)          483.47   (f) ADJ UNCH    2 0
 HZ1007
 HZ1007.Superseded values are not recommended for survey control.
 HZ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1007.See file dsdata.txt to determine how the superseded data were derived.
 HZ1007
 HZ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH619772(NAD 83)
 HZ1007_MARKER: DD = SURVEY DISK
 HZ1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1007_STAMPING: I71-L54 1964
 HZ1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1007+STABILITY: SURFACE MOTION
 HZ1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1007+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003
 HZ1007
 HZ1007  HISTORY     - Date     Condition        Report By
 HZ1007  HISTORY     - 1964     MONUMENTED       PAS
 HZ1007  HISTORY     - 20030307 GOOD             KYDT
 HZ1007
 HZ1007                          STATION DESCRIPTION
 HZ1007
 HZ1007'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1007'0.5 MI W FROM ENGLISH.
 HZ1007'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 389 FROM THE ENGLISH CHRISTIAN
 HZ1007'CHURCH IN ENGLISH, 30.3 FEET SOUTHEAST OF CENTER OF HIGHWAY,
 HZ1007'22.0 FEET NORTHWEST OF ENTRANCE TO CEMETERY, 7.0 FEET NORTHWEST OF
 HZ1007'14 INCH BOX ELDER, 2.4 FEET NORTHEAST OF CAST IRON FENCE, 1.8 FEET
 HZ1007'NORTHEAST OF A METAL WITNESS POST AND SIGN, ABOUT 1.0 FEET HIGHER
 HZ1007'THAN HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HZ1007'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND STAMPED
 HZ1007'I71-L54 1964.
 HZ1007
 HZ1007                          STATION RECOVERY (2003)
 HZ1007
 HZ1007'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ1007'MARK IS ABOUT 4 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1008 ***********************************************************************
 HZ1008  DESIGNATION -  I71 L 55
 HZ1008  PID         -  HZ1008
 HZ1008  STATE/COUNTY-  KY/CARROLL
 HZ1008  USGS QUAD   -  CARROLLTON (1994)
 HZ1008
 HZ1008                         *CURRENT SURVEY CONTROL
 HZ1008  ___________________________________________________________________
 HZ1008* NAD 83(1986)-  38 38 22.     (N)    085 07 54.     (W)     SCALED    
 HZ1008* NAVD 88     -       143.569  (meters)     471.03   (feet)  ADJUSTED  
 HZ1008  ___________________________________________________________________
 HZ1008  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ1008  DYNAMIC HT  -         143.475 (meters)     470.72  (feet)  COMP
 HZ1008  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 HZ1008
 HZ1008  VERT ORDER  -  SECOND    CLASS 0
 HZ1008
 HZ1008.The horizontal coordinates were scaled from a topographic map and have
 HZ1008.an estimated accuracy of +/- 6 seconds.
 HZ1008
 HZ1008.The orthometric height was determined by differential leveling
 HZ1008.and adjusted by the National Geodetic Survey in June 1991..
 HZ1008
 HZ1008.The geoid height was determined by GEOID03.
 HZ1008
 HZ1008.The dynamic height is computed by dividing the NAVD 88
 HZ1008.geopotential number by the normal gravity value computed on the
 HZ1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1008.degrees latitude (g = 980.6199 gals.).
 HZ1008
 HZ1008.The modeled gravity was interpolated from observed gravity values.
 HZ1008
 HZ1008;                    North         East    Units  Estimated Accuracy
 HZ1008;SPC KY1Z     - 1,256,130.    1,553,830.      MT  (+/- 180 meters Scaled)
 HZ1008
 HZ1008                          SUPERSEDED SURVEY CONTROL
 HZ1008
 HZ1008  NGVD 29 (??/??/92)  143.767  (m)          471.68   (f) ADJ UNCH    2 0
 HZ1008
 HZ1008.Superseded values are not recommended for survey control.
 HZ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1008.See file dsdata.txt to determine how the superseded data were derived.
 HZ1008
 HZ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH626784(NAD 83)
 HZ1008_MARKER: DD = SURVEY DISK
 HZ1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1008_STAMPING: I-71 L-55 1964
 HZ1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1008+STABILITY: SURFACE MOTION
 HZ1008
 HZ1008  HISTORY     - Date     Condition        Report By
 HZ1008  HISTORY     - 1964     MONUMENTED       PAS
 HZ1008  HISTORY     - 20030820 POOR             KYDT
 HZ1008
 HZ1008                          STATION DESCRIPTION
 HZ1008
 HZ1008'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1008'1 MI N FROM ENGLISH.
 HZ1008'0.65 MILE WEST ALONG U.S. HIGHWAY 42 FROM THE COURTHOUSE AT
 HZ1008'CARROLLTON, THENCE ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 55,
 HZ1008'THENCE 2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 389, THENCE 0.6 MILE
 HZ1008'EAST ALONG GRAVEL ROAD TO A GRAVEL T-ROAD LEFT AND THE MARK ON
 HZ1008'THE LEFT, 34 FEET NORTHEAST OF THE CENTER OF THE T-ROAD JUNCTION,
 HZ1008'22 FEET EAST OF THE CENTER OF GRAVEL ROAD WHICH LEADS TO THE RIVER,
 HZ1008'8 FEET NORTH OF FENCE CORNER, 1.7 FEET SOUTHWEST OF METAL WITNESS
 HZ1008'POST AND SIGN, 1.3 FEET EAST OF FENCE LINE.  A KENTUCKY DEPARTMENT
 HZ1008'OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF CONCRETE POST
 HZ1008'PROJECTING 2 INCHES AND ABOUT 2 FEET LOWER THAN ROAD JUNCTION.
 HZ1008
 HZ1008                          STATION RECOVERY (2003)
 HZ1008
 HZ1008'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ1008'MARK LEANS SLIGHTLY SOUTHWEST DUE TO 14 INCH LOCUST TREE GROWING ON
 HZ1008'NORTHEAST SIDE, USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1009 ***********************************************************************
 HZ1009  DESIGNATION -  I71 L 56
 HZ1009  PID         -  HZ1009
 HZ1009  STATE/COUNTY-  KY/CARROLL
 HZ1009  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1009
 HZ1009                         *CURRENT SURVEY CONTROL
 HZ1009  ___________________________________________________________________
 HZ1009* NAD 83(1986)-  38 38 35.     (N)    085 07 02.     (W)     SCALED    
 HZ1009* NAVD 88     -       140.535  (meters)     461.07   (feet)  ADJUSTED  
 HZ1009  ___________________________________________________________________
 HZ1009  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ1009  DYNAMIC HT  -         140.444 (meters)     460.77  (feet)  COMP
 HZ1009  MODELED GRAV-     979,975.3   (mgal)                       NAVD 88
 HZ1009
 HZ1009  VERT ORDER  -  SECOND    CLASS 0
 HZ1009
 HZ1009.The horizontal coordinates were scaled from a topographic map and have
 HZ1009.an estimated accuracy of +/- 6 seconds.
 HZ1009
 HZ1009.The orthometric height was determined by differential leveling
 HZ1009.and adjusted by the National Geodetic Survey in June 1991..
 HZ1009
 HZ1009.The geoid height was determined by GEOID03.
 HZ1009
 HZ1009.The dynamic height is computed by dividing the NAVD 88
 HZ1009.geopotential number by the normal gravity value computed on the
 HZ1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1009.degrees latitude (g = 980.6199 gals.).
 HZ1009
 HZ1009.The modeled gravity was interpolated from observed gravity values.
 HZ1009
 HZ1009;                    North         East    Units  Estimated Accuracy
 HZ1009;SPC KY1Z     - 1,256,530.    1,555,090.      MT  (+/- 180 meters Scaled)
 HZ1009
 HZ1009                          SUPERSEDED SURVEY CONTROL
 HZ1009
 HZ1009  NGVD 29 (??/??/92)  140.733  (m)          461.72   (f) ADJ UNCH    2 0
 HZ1009
 HZ1009.Superseded values are not recommended for survey control.
 HZ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1009.See file dsdata.txt to determine how the superseded data were derived.
 HZ1009
 HZ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH638788(NAD 83)
 HZ1009_MARKER: DD = SURVEY DISK
 HZ1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1009_STAMPING: I-71 L-56 1964
 HZ1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1009+STABILITY: SURFACE MOTION
 HZ1009
 HZ1009  HISTORY     - Date     Condition        Report By
 HZ1009  HISTORY     - 1964     MONUMENTED       PAS
 HZ1009  HISTORY     - 20030819 POOR             KYDT
 HZ1009
 HZ1009                          STATION DESCRIPTION
 HZ1009
 HZ1009'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1009'5 MI SE FROM CARROLLTON.
 HZ1009'1.0 MILE EAST ALONG U.S. HIGHWAY 42 FROM THE COURTHOUSE AT
 HZ1009'CARROLLTON, THENCE 3.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 227 TO
 HZ1009'A FIELD ROAD RIGHT, THENCE ABOUT 177 FEET SOUTHWEST TO THE RAILROAD
 HZ1009'AND THE MARK ON THE RIGHT, 72 FEET EAST OF POWER POLE WITH ANCHOR
 HZ1009'WIRE AND BRANCH LINE, 31 FEET NORTH OF CENTER OF GRADE CROSSING,
 HZ1009'20.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.2 FEET SOUTH OF METAL
 HZ1009'WITNESS POST AND SIGN, 2.0 FEET SOUTHWEST OF FENCE LINE.  A
 HZ1009'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF
 HZ1009'CONCRETE POST PROJECTING 2 INCHES AND ABOUT 1 FOOT LOWER THAN TRACK.
 HZ1009
 HZ1009                          STATION RECOVERY (2003)
 HZ1009
 HZ1009'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ1009'MARK LEANS SLIGHTLY NORTHWEST, USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1010 ***********************************************************************
 HZ1010  DESIGNATION -  I71 L 57
 HZ1010  PID         -  HZ1010
 HZ1010  STATE/COUNTY-  KY/CARROLL
 HZ1010  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1010
 HZ1010                         *CURRENT SURVEY CONTROL
 HZ1010  ___________________________________________________________________
 HZ1010* NAD 83(1986)-  38 38 40.     (N)    085 05 57.     (W)     SCALED    
 HZ1010* NAVD 88     -       146.150  (meters)     479.49   (feet)  ADJUSTED  
 HZ1010  ___________________________________________________________________
 HZ1010  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ1010  DYNAMIC HT  -         146.055 (meters)     479.18  (feet)  COMP
 HZ1010  MODELED GRAV-     979,975.8   (mgal)                       NAVD 88
 HZ1010
 HZ1010  VERT ORDER  -  SECOND    CLASS 0
 HZ1010
 HZ1010.The horizontal coordinates were scaled from a topographic map and have
 HZ1010.an estimated accuracy of +/- 6 seconds.
 HZ1010
 HZ1010.The orthometric height was determined by differential leveling
 HZ1010.and adjusted by the National Geodetic Survey in June 1991..
 HZ1010
 HZ1010.The geoid height was determined by GEOID03.
 HZ1010
 HZ1010.The dynamic height is computed by dividing the NAVD 88
 HZ1010.geopotential number by the normal gravity value computed on the
 HZ1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1010.degrees latitude (g = 980.6199 gals.).
 HZ1010
 HZ1010.The modeled gravity was interpolated from observed gravity values.
 HZ1010
 HZ1010;                    North         East    Units  Estimated Accuracy
 HZ1010;SPC KY1Z     - 1,256,700.    1,556,660.      MT  (+/- 180 meters Scaled)
 HZ1010
 HZ1010                          SUPERSEDED SURVEY CONTROL
 HZ1010
 HZ1010  NGVD 29 (??/??/92)  146.347  (m)          480.14   (f) ADJ UNCH    2 0
 HZ1010
 HZ1010.Superseded values are not recommended for survey control.
 HZ1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1010.See file dsdata.txt to determine how the superseded data were derived.
 HZ1010
 HZ1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH654790(NAD 83)
 HZ1010_MARKER: DD = SURVEY DISK
 HZ1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1010_STAMPING: I 71 L 57 1964
 HZ1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1010+STABILITY: SURFACE MOTION
 HZ1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1010+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 HZ1010
 HZ1010  HISTORY     - Date     Condition        Report By
 HZ1010  HISTORY     - 1964     MONUMENTED       PAS
 HZ1010  HISTORY     - 20030819 GOOD             KYDT
 HZ1010
 HZ1010                          STATION DESCRIPTION
 HZ1010
 HZ1010'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1010'6 MI SE FROM CARROLLTON.
 HZ1010'1.0 MILE EAST ALONG U.S. HIGHWAY 42 FROM THE COURTHOUSE AT
 HZ1010'CARROLLTON, THENCE 4.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 227,
 HZ1010'THENCE 0.85 MILE NORTHEAST ALONG GRAVEL ROAD TO THE MARK ON THE
 HZ1010'RIGHT, 144 FEET SOUTHEAST OF SOUTHEAST CORNER OF PRIVATE CONCRETE
 HZ1010'BRIDGE, 41 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 31 FEET
 HZ1010'SOUTHWEST OF THE SOUTH END OF A 5 FOOT CORRUGATED METAL PIPE UNDER
 HZ1010'ROAD, 23 FEET NORTH OF 30 INCH ELM TREE, 2.0 FEET NORTHEAST OF METAL
 HZ1010'WITNESS POST AND SIGN, 1.8 FEET NORTH OF FENCE LINE.  A KENTUCKY
 HZ1010'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF CONCRETE
 HZ1010'POST PROJECTING 1 INCH AND ABOUT 5 FEET HIGHER THAN ROAD.
 HZ1010
 HZ1010                          STATION RECOVERY (2003)
 HZ1010
 HZ1010'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ1010'MARK IS LOCATED AT A GATED FIELD ENTRANCE TO THE SOUTH, 40.4 FEET
 HZ1010'SOUTH OF CENTERLINE OF KY 1112, 23.4 FEET NORTH OF THE EAST GATE POST,
 HZ1010'15.7 FEET SOUTHEAST OF A CORNER FENCE POST AND ABOUT 3 FEET ABOVE
 HZ1010'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1012 ***********************************************************************
 HZ1012  DESIGNATION -  I71 L 58
 HZ1012  PID         -  HZ1012
 HZ1012  STATE/COUNTY-  KY/CARROLL
 HZ1012  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1012
 HZ1012                         *CURRENT SURVEY CONTROL
 HZ1012  ___________________________________________________________________
 HZ1012* NAD 83(1986)-  38 39 04.     (N)    085 04 50.     (W)     SCALED    
 HZ1012* NAVD 88     -       170.756  (meters)     560.22   (feet)  ADJUSTED  
 HZ1012  ___________________________________________________________________
 HZ1012  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ1012  DYNAMIC HT  -         170.646 (meters)     559.86  (feet)  COMP
 HZ1012  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 HZ1012
 HZ1012  VERT ORDER  -  SECOND    CLASS 0
 HZ1012
 HZ1012.The horizontal coordinates were scaled from a topographic map and have
 HZ1012.an estimated accuracy of +/- 6 seconds.
 HZ1012
 HZ1012.The orthometric height was determined by differential leveling
 HZ1012.and adjusted by the National Geodetic Survey in June 1991..
 HZ1012
 HZ1012.The geoid height was determined by GEOID03.
 HZ1012
 HZ1012.The dynamic height is computed by dividing the NAVD 88
 HZ1012.geopotential number by the normal gravity value computed on the
 HZ1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1012.degrees latitude (g = 980.6199 gals.).
 HZ1012
 HZ1012.The modeled gravity was interpolated from observed gravity values.
 HZ1012
 HZ1012;                    North         East    Units  Estimated Accuracy
 HZ1012;SPC KY1Z     - 1,257,450.    1,558,280.      MT  (+/- 180 meters Scaled)
 HZ1012
 HZ1012                          SUPERSEDED SURVEY CONTROL
 HZ1012
 HZ1012  NGVD 29 (??/??/92)  170.953  (m)          560.87   (f) ADJ UNCH    2 0
 HZ1012
 HZ1012.Superseded values are not recommended for survey control.
 HZ1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1012.See file dsdata.txt to determine how the superseded data were derived.
 HZ1012
 HZ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH670798(NAD 83)
 HZ1012_MARKER: DD = SURVEY DISK
 HZ1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1012_STAMPING: I-71 L-58 1964
 HZ1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1012+STABILITY: SURFACE MOTION
 HZ1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1012+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 HZ1012
 HZ1012  HISTORY     - Date     Condition        Report By
 HZ1012  HISTORY     - 1964     MONUMENTED       PAS
 HZ1012  HISTORY     - 20030819 GOOD             KYDT
 HZ1012
 HZ1012                          STATION DESCRIPTION
 HZ1012
 HZ1012'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1012'7 MI SE FROM CARROLLTON.
 HZ1012'1.0 MILE WEST ALONG U.S. HIGHWAY 42 FROM THE COURTHOUSE AT
 HZ1012'CARROLLTON, THENCE 4.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 227,
 HZ1012'THENCE 2.05 MILES NORTHEAST AND EAST ALONG GRAVEL ROAD TO THE MARK
 HZ1012'ON THE RIGHT, 48 FEET SOUTHEAST OF THE CENTER OF GRAVEL ROAD, 54
 HZ1012'FEET EAST OF THE SOUTHEAST END OF A 40 INCH CORRUGATED METAL PIPE,
 HZ1012'37 FEET NORTH OF A SMALL DRAIN, 4 FEET SOUTHWEST OF A 12 INCH
 HZ1012'WALNUT TREE AT A FENCE CORNER, 1.3 FEET NORTHWEST OF A FENCE LINE
 HZ1012'AND METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ1012'BENCH MARK DISK SET IN THE TOP OF CONCRETE POST PROJECTING 3 INCHES
 HZ1012'AND ABOUT 4 FEET HIGHER THAN ROAD.
 HZ1012
 HZ1012                          STATION RECOVERY (2003)
 HZ1012
 HZ1012'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ1012'MARK IS 51.4 FEET SOUTHEAST OF CENTERLINE OF KY 1112 AND 0.5 FEET
 HZ1012'NORTHEAST OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1013 ***********************************************************************
 HZ1013  DESIGNATION -  I71 L 59
 HZ1013  PID         -  HZ1013
 HZ1013  STATE/COUNTY-  KY/CARROLL
 HZ1013  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1013
 HZ1013                         *CURRENT SURVEY CONTROL
 HZ1013  ___________________________________________________________________
 HZ1013* NAD 83(1986)-  38 39 34.     (N)    085 04 14.     (W)     SCALED    
 HZ1013* NAVD 88     -       191.637  (meters)     628.73   (feet)  ADJUSTED  
 HZ1013  ___________________________________________________________________
 HZ1013  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ1013  DYNAMIC HT  -         191.513 (meters)     628.32  (feet)  COMP
 HZ1013  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 HZ1013
 HZ1013  VERT ORDER  -  SECOND    CLASS 0
 HZ1013
 HZ1013.The horizontal coordinates were scaled from a topographic map and have
 HZ1013.an estimated accuracy of +/- 6 seconds.
 HZ1013
 HZ1013.The orthometric height was determined by differential leveling
 HZ1013.and adjusted by the National Geodetic Survey in June 1991..
 HZ1013
 HZ1013.The geoid height was determined by GEOID03.
 HZ1013
 HZ1013.The dynamic height is computed by dividing the NAVD 88
 HZ1013.geopotential number by the normal gravity value computed on the
 HZ1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1013.degrees latitude (g = 980.6199 gals.).
 HZ1013
 HZ1013.The modeled gravity was interpolated from observed gravity values.
 HZ1013
 HZ1013;                    North         East    Units  Estimated Accuracy
 HZ1013;SPC KY1Z     - 1,258,380.    1,559,140.      MT  (+/- 180 meters Scaled)
 HZ1013
 HZ1013                          SUPERSEDED SURVEY CONTROL
 HZ1013
 HZ1013  NGVD 29 (??/??/92)  191.833  (m)          629.37   (f) ADJ UNCH    2 0
 HZ1013
 HZ1013.Superseded values are not recommended for survey control.
 HZ1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1013.See file dsdata.txt to determine how the superseded data were derived.
 HZ1013
 HZ1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH678807(NAD 83)
 HZ1013_MARKER: DD = SURVEY DISK
 HZ1013_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1013_SP_SET: ROCK OUTCROP
 HZ1013_STAMPING: I-71 L-59 1964
 HZ1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1013+STABILITY: POSITION/ELEVATION WELL
 HZ1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1013+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 HZ1013
 HZ1013  HISTORY     - Date     Condition        Report By
 HZ1013  HISTORY     - 1964     MONUMENTED       PAS
 HZ1013  HISTORY     - 20030819 GOOD             KYDT
 HZ1013
 HZ1013                          STATION DESCRIPTION
 HZ1013
 HZ1013'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1013'8 MI SE FROM CARROLLTON.
 HZ1013'1.0 MILE EAST ALONG U.S. HIGHWAY 42 FROM THE COURTHOUSE AT
 HZ1013'CARROLLTON, THENCE 4.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 227,
 HZ1013'THENCE 2.9 MILES NORTHEAST ALONG GRAVEL ROAD TO THE MARK ON THE
 HZ1013'RIGHT, 45 FEET SOUTH OF THE SOUTHEAST END OF A 24 INCH CONCRETE
 HZ1013'PIPE CULVERT UNDER ROAD, 43 FEET SOUTHEAST OF CENTER OF GRAVEL ROAD,
 HZ1013'48 FEET NORTH OF A 12 INCH WALNUT TREE, 43 FEET SOUTHWEST OF A
 HZ1013'GULLY, 4.5 FEET EAST OF A METAL WITNESS POST AND SIGN, 2.5 FEET
 HZ1013'SOUTHEAST OF FENCE LINE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ1013'MARK DISK SET IN A DRILL HOLE IN A ROCK OUT-CROP, AND ABOUT 12 FEET
 HZ1013'HIGHER THAN ROAD.
 HZ1013
 HZ1013                          STATION RECOVERY (2003)
 HZ1013
 HZ1013'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1015 ***********************************************************************
 HZ1015  DESIGNATION -  I71 L 60
 HZ1015  PID         -  HZ1015
 HZ1015  STATE/COUNTY-  KY/CARROLL
 HZ1015  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1015
 HZ1015                         *CURRENT SURVEY CONTROL
 HZ1015  ___________________________________________________________________
 HZ1015* NAD 83(1986)-  38 40 33.     (N)    085 04 29.     (W)     SCALED    
 HZ1015* NAVD 88     -       209.379  (meters)     686.94   (feet)  ADJUSTED  
 HZ1015  ___________________________________________________________________
 HZ1015  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ1015  DYNAMIC HT  -         209.244 (meters)     686.49  (feet)  COMP
 HZ1015  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 HZ1015
 HZ1015  VERT ORDER  -  SECOND    CLASS 0
 HZ1015
 HZ1015.The horizontal coordinates were scaled from a topographic map and have
 HZ1015.an estimated accuracy of +/- 6 seconds.
 HZ1015
 HZ1015.The orthometric height was determined by differential leveling
 HZ1015.and adjusted by the National Geodetic Survey in June 1991..
 HZ1015
 HZ1015.The geoid height was determined by GEOID03.
 HZ1015
 HZ1015.The dynamic height is computed by dividing the NAVD 88
 HZ1015.geopotential number by the normal gravity value computed on the
 HZ1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1015.degrees latitude (g = 980.6199 gals.).
 HZ1015
 HZ1015.The modeled gravity was interpolated from observed gravity values.
 HZ1015
 HZ1015;                    North         East    Units  Estimated Accuracy
 HZ1015;SPC KY1Z     - 1,260,200.    1,558,760.      MT  (+/- 180 meters Scaled)
 HZ1015
 HZ1015                          SUPERSEDED SURVEY CONTROL
 HZ1015
 HZ1015  NGVD 29 (??/??/92)  209.575  (m)          687.58   (f) ADJ UNCH    2 0
 HZ1015
 HZ1015.Superseded values are not recommended for survey control.
 HZ1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1015.See file dsdata.txt to determine how the superseded data were derived.
 HZ1015
 HZ1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH674825(NAD 83)
 HZ1015_MARKER: DD = SURVEY DISK
 HZ1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1015_STAMPING: I-71 L-60 1964
 HZ1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1015+STABILITY: SURFACE MOTION
 HZ1015
 HZ1015  HISTORY     - Date     Condition        Report By
 HZ1015  HISTORY     - 1964     MONUMENTED       CGS
 HZ1015  HISTORY     - 20030819 MARK NOT FOUND   KYDT
 HZ1015
 HZ1015                          STATION DESCRIPTION
 HZ1015
 HZ1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HZ1015'6 MI E FROM CARROLLTON.
 HZ1015'1.0 MILE EAST ALONG U.S. HIGHWAY 42 FROM THE COURTHOUSE AT
 HZ1015'CARROLLTON, THENCE 0.85 MILE SOUTHEAST ALONG U.S. HIGHWAY 227,
 HZ1015'THENCE 4.65 MILES EAST ALONG STATE HIGHWAY 36 TO A GRAVEL T-ROAD
 HZ1015'RIGHT AT A SMALL COMMUNITY OF EASTERDAY, 243 FEET NORTH OF THE
 HZ1015'NORTHWEST CORNER OF WHITES RUN BAPTIST CHURCH, 50 FEET SOUTHEAST
 HZ1015'OF CENTER OF STATE HIGHWAY 36, 38 FEET NORTHEAST OF THE CENTER
 HZ1015'OF GRAVEL ROAD, 2.8 FEET NORTH OF TELEPHONE POLE NUMBER 45, 1.5
 HZ1015'FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HZ1015'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF CONCRETE
 HZ1015'POST FLUSH WITH THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF
 HZ1015'HIGHWAY 36.
 HZ1015
 HZ1015                          STATION RECOVERY (2003)
 HZ1015
 HZ1015'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ1015'MARK IS 38.6 FEET WEST OF THE SOUTHWEST CORNER OF 1 STORY BRICK
 HZ1015'PARSONAGE HOUSE AND 27.3 FEET SOUTHWEST OF THE NORTHWEST CORNER OF 1
 HZ1015'STORY BRICK PARSONAGE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1016 ***********************************************************************
 HZ1016  DESIGNATION -  I71 L 61
 HZ1016  PID         -  HZ1016
 HZ1016  STATE/COUNTY-  KY/CARROLL
 HZ1016  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1016
 HZ1016                         *CURRENT SURVEY CONTROL
 HZ1016  ___________________________________________________________________
 HZ1016* NAD 83(1986)-  38 40 47.     (N)    085 03 36.     (W)     SCALED    
 HZ1016* NAVD 88     -       210.051  (meters)     689.14   (feet)  ADJUSTED  
 HZ1016  ___________________________________________________________________
 HZ1016  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ1016  DYNAMIC HT  -         209.916 (meters)     688.70  (feet)  COMP
 HZ1016  MODELED GRAV-     979,980.2   (mgal)                       NAVD 88
 HZ1016
 HZ1016  VERT ORDER  -  SECOND    CLASS 0
 HZ1016
 HZ1016.The horizontal coordinates were scaled from a topographic map and have
 HZ1016.an estimated accuracy of +/- 6 seconds.
 HZ1016
 HZ1016.The orthometric height was determined by differential leveling
 HZ1016.and adjusted by the National Geodetic Survey in June 1991..
 HZ1016
 HZ1016.The geoid height was determined by GEOID03.
 HZ1016
 HZ1016.The dynamic height is computed by dividing the NAVD 88
 HZ1016.geopotential number by the normal gravity value computed on the
 HZ1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1016.degrees latitude (g = 980.6199 gals.).
 HZ1016
 HZ1016.The modeled gravity was interpolated from observed gravity values.
 HZ1016
 HZ1016;                    North         East    Units  Estimated Accuracy
 HZ1016;SPC KY1Z     - 1,260,640.    1,560,040.      MT  (+/- 180 meters Scaled)
 HZ1016
 HZ1016                          SUPERSEDED SURVEY CONTROL
 HZ1016
 HZ1016  NGVD 29 (??/??/92)  210.246  (m)          689.78   (f) ADJ UNCH    2 0
 HZ1016
 HZ1016.Superseded values are not recommended for survey control.
 HZ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1016.See file dsdata.txt to determine how the superseded data were derived.
 HZ1016
 HZ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH687830(NAD 83)
 HZ1016_MARKER: DD = SURVEY DISK
 HZ1016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1016_SP_SET: CULVERT
 HZ1016_STAMPING: I-71 L-61 1964
 HZ1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1016+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 HZ1016
 HZ1016  HISTORY     - Date     Condition        Report By
 HZ1016  HISTORY     - 1964     MONUMENTED       PAS
 HZ1016  HISTORY     - 20030819 GOOD             KYDT
 HZ1016
 HZ1016                          STATION DESCRIPTION
 HZ1016
 HZ1016'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1016'7 MI E FROM CARROLLTON.
 HZ1016'1.0 MILE EAST ALONG U.S. HIGHWAY 42 FROM THE COURTHOUSE AT
 HZ1016'CARROLLTON, THENCE 0.85 MILE SOUTHEAST ALONG U.S. HIGHWAY 227,
 HZ1016'THENCE 5.5 MILES EAST ALONG STATE HIGHWAY 36 TO A CONCRETE BOX
 HZ1016'CULVERT UNDER HIGHWAY AND THE MARK ON THE LEFT, 120 FEET EAST
 HZ1016'OF FENCE CORNER, 54 FEET WEST-SOUTHWEST OF FENCE CORNER, 27 FEET
 HZ1016'NORTH OF METAL HIGHWAY SIGN POST, 15 FEET NORTH OF CENTER OF
 HZ1016'STATE HIGHWAY 36.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 HZ1016'DISK SET IN DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL OF A
 HZ1016'TWIN BOX CULVERT UNDER HIGHWAY AND ABOUT 1 FOOT BELOW THE LEVEL
 HZ1016'OF HIGHWAY.
 HZ1016
 HZ1016                          STATION RECOVERY (2003)
 HZ1016
 HZ1016'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1017 ***********************************************************************
 HZ1017  DESIGNATION -  I71 L 62
 HZ1017  PID         -  HZ1017
 HZ1017  STATE/COUNTY-  KY/CARROLL
 HZ1017  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1017
 HZ1017                         *CURRENT SURVEY CONTROL
 HZ1017  ___________________________________________________________________
 HZ1017* NAD 83(1986)-  38 40 23.     (N)    085 02 42.     (W)     SCALED    
 HZ1017* NAVD 88     -       222.631  (meters)     730.42   (feet)  ADJUSTED  
 HZ1017  ___________________________________________________________________
 HZ1017  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ1017  DYNAMIC HT  -         222.487 (meters)     729.94  (feet)  COMP
 HZ1017  MODELED GRAV-     979,978.6   (mgal)                       NAVD 88
 HZ1017
 HZ1017  VERT ORDER  -  SECOND    CLASS 0
 HZ1017
 HZ1017.The horizontal coordinates were scaled from a topographic map and have
 HZ1017.an estimated accuracy of +/- 6 seconds.
 HZ1017
 HZ1017.The orthometric height was determined by differential leveling
 HZ1017.and adjusted by the National Geodetic Survey in June 1991..
 HZ1017
 HZ1017.The geoid height was determined by GEOID03.
 HZ1017
 HZ1017.The dynamic height is computed by dividing the NAVD 88
 HZ1017.geopotential number by the normal gravity value computed on the
 HZ1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1017.degrees latitude (g = 980.6199 gals.).
 HZ1017
 HZ1017.The modeled gravity was interpolated from observed gravity values.
 HZ1017
 HZ1017;                    North         East    Units  Estimated Accuracy
 HZ1017;SPC KY1Z     - 1,259,910.    1,561,350.      MT  (+/- 180 meters Scaled)
 HZ1017
 HZ1017                          SUPERSEDED SURVEY CONTROL
 HZ1017
 HZ1017  NGVD 29 (??/??/92)  222.825  (m)          731.05   (f) ADJ UNCH    2 0
 HZ1017
 HZ1017.Superseded values are not recommended for survey control.
 HZ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1017.See file dsdata.txt to determine how the superseded data were derived.
 HZ1017
 HZ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH700823(NAD 83)
 HZ1017_MARKER: DD = SURVEY DISK
 HZ1017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1017_SP_SET: CULVERT
 HZ1017_STAMPING: I-71 L-62 1964
 HZ1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1017+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 HZ1017
 HZ1017  HISTORY     - Date     Condition        Report By
 HZ1017  HISTORY     - 1964     MONUMENTED       PAS
 HZ1017  HISTORY     - 20030819 GOOD             KYDT
 HZ1017
 HZ1017                          STATION DESCRIPTION
 HZ1017
 HZ1017'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1017'8 MI E FROM CARROLLTON.
 HZ1017'1.0 MILE EAST ALONG U.S. HIGHWAY 42 FROM THE COURTHOUSE AT
 HZ1017'CARROLLTON, THENCE 0.85 MILE SOUTHEAST ALONG U.S. HIGHWAY 227,
 HZ1017'THENCE 6.6 MILES EAST AND SOUTHEAST ALONG STATE HIGHWAY 36 TO A
 HZ1017'CONCRETE BOX CULVERT UNDER HIGHWAY AND THE MARK ON THE LEFT, 113
 HZ1017'FEET NORTH AND ACROSS HIGHWAY FROM TELEPHONE POLE NUMBER 59, 119
 HZ1017'FEET WEST OF THE SOUTHWEST CORNER OF THE WHITES RUN CHRISTIAN
 HZ1017'CHURCH, 81 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 36 AND T-ROAD
 HZ1017'EAST, 14 FEET EAST OF CENTER OF STATE HIGHWAY 36.  A KENTUCKY
 HZ1017'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN A DRILL HOLE IN THE
 HZ1017'NORTH END OF THE EAST HEADWALL OF A TWIN BOX CULVERT UNDER HIGHWAY
 HZ1017'AND ABOUT 0.5 FEET ABOVE THE LEVEL OF HIGHWAY.
 HZ1017
 HZ1017                          STATION RECOVERY (2003)
 HZ1017
 HZ1017'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ1017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1018 ***********************************************************************
 HZ1018  DESIGNATION -  I71 L 63
 HZ1018  PID         -  HZ1018
 HZ1018  STATE/COUNTY-  KY/CARROLL
 HZ1018  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1018
 HZ1018                         *CURRENT SURVEY CONTROL
 HZ1018  ___________________________________________________________________
 HZ1018* NAD 83(1986)-  38 39 44.     (N)    085 02 32.     (W)     SCALED    
 HZ1018* NAVD 88     -       237.229  (meters)     778.31   (feet)  ADJUSTED  
 HZ1018  ___________________________________________________________________
 HZ1018  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ1018  DYNAMIC HT  -         237.076 (meters)     777.81  (feet)  COMP
 HZ1018  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 HZ1018
 HZ1018  VERT ORDER  -  SECOND    CLASS 0
 HZ1018
 HZ1018.The horizontal coordinates were scaled from a topographic map and have
 HZ1018.an estimated accuracy of +/- 6 seconds.
 HZ1018
 HZ1018.The orthometric height was determined by differential leveling
 HZ1018.and adjusted by the National Geodetic Survey in June 1991..
 HZ1018
 HZ1018.The geoid height was determined by GEOID03.
 HZ1018
 HZ1018.The dynamic height is computed by dividing the NAVD 88
 HZ1018.geopotential number by the normal gravity value computed on the
 HZ1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1018.degrees latitude (g = 980.6199 gals.).
 HZ1018
 HZ1018.The modeled gravity was interpolated from observed gravity values.
 HZ1018
 HZ1018;                    North         East    Units  Estimated Accuracy
 HZ1018;SPC KY1Z     - 1,258,710.    1,561,600.      MT  (+/- 180 meters Scaled)
 HZ1018
 HZ1018                          SUPERSEDED SURVEY CONTROL
 HZ1018
 HZ1018  NGVD 29 (??/??/92)  237.423  (m)          778.95   (f) ADJ UNCH    2 0
 HZ1018
 HZ1018.Superseded values are not recommended for survey control.
 HZ1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1018.See file dsdata.txt to determine how the superseded data were derived.
 HZ1018
 HZ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH703811(NAD 83)
 HZ1018_MARKER: DD = SURVEY DISK
 HZ1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1018_STAMPING: I-71 L-63 1964
 HZ1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1018+STABILITY: SURFACE MOTION
 HZ1018
 HZ1018  HISTORY     - Date     Condition        Report By
 HZ1018  HISTORY     - 1964     MONUMENTED       PAS
 HZ1018  HISTORY     - 20030820 MARK NOT FOUND   KYDT
 HZ1018
 HZ1018                          STATION DESCRIPTION
 HZ1018
 HZ1018'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1018'8.5 MI E FROM CARROLLTON.
 HZ1018'1.0 MILE EAST ALONG U.S. HIGHWAY 42 FROM THE COURTHOUSE AT
 HZ1018'CARROLLTON, THENCE 0.85 MILE SOUTHEAST ALONG U.S. HIGHWAY 227,
 HZ1018'THENCE 7.45 MILES EAST AND SOUTHEAST ALONG STATE HIGHWAY 36 TO A
 HZ1018'GRAVEL DRIVEWAY LEFT AND THE MARK ON LEFT, 25 FEET NORTHEAST
 HZ1018'OF THE CENTER OF STATE HIGHWAY 36, 23 FEET NORTHWEST OF CENTER
 HZ1018'OF GRAVEL DRIVEWAY, 4.4 FEET NORTHWEST OF FENCE CORNER, 1.9 FEET
 HZ1018'WEST OF METAL WITNESS POST AND SIGN, 1.6 FEET SOUTHWEST OF FENCE
 HZ1018'LINE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HZ1018'THE TOP OF CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 FOOT
 HZ1018'BELOW THE LEVEL OF HIGHWAY.
 HZ1018
 HZ1018                          STATION RECOVERY (2003)
 HZ1018
 HZ1018'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ1018'MARK PROBABLY DESTROYED OR BURIED WHEN I71 OVERPASS AND APPROACHES
 HZ1018'BUILT IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1019 ***********************************************************************
 HZ1019  DESIGNATION -  I71 L 64
 HZ1019  PID         -  HZ1019
 HZ1019  STATE/COUNTY-  KY/CARROLL
 HZ1019  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1019
 HZ1019                         *CURRENT SURVEY CONTROL
 HZ1019  ___________________________________________________________________
 HZ1019* NAD 83(1986)-  38 40 01.     (N)    085 01 36.     (W)     SCALED    
 HZ1019* NAVD 88     -       270.070  (meters)     886.05   (feet)  ADJUSTED  
 HZ1019  ___________________________________________________________________
 HZ1019  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ1019  DYNAMIC HT  -         269.895 (meters)     885.48  (feet)  COMP
 HZ1019  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 HZ1019
 HZ1019  VERT ORDER  -  SECOND    CLASS 0
 HZ1019
 HZ1019.The horizontal coordinates were scaled from a topographic map and have
 HZ1019.an estimated accuracy of +/- 6 seconds.
 HZ1019
 HZ1019.The orthometric height was determined by differential leveling
 HZ1019.and adjusted by the National Geodetic Survey in June 1991..
 HZ1019
 HZ1019.The geoid height was determined by GEOID03.
 HZ1019
 HZ1019.The dynamic height is computed by dividing the NAVD 88
 HZ1019.geopotential number by the normal gravity value computed on the
 HZ1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1019.degrees latitude (g = 980.6199 gals.).
 HZ1019
 HZ1019.The modeled gravity was interpolated from observed gravity values.
 HZ1019
 HZ1019;                    North         East    Units  Estimated Accuracy
 HZ1019;SPC KY1Z     - 1,259,240.    1,562,950.      MT  (+/- 180 meters Scaled)
 HZ1019
 HZ1019                          SUPERSEDED SURVEY CONTROL
 HZ1019
 HZ1019  NGVD 29 (??/??/92)  270.263  (m)          886.69   (f) ADJ UNCH    2 0
 HZ1019
 HZ1019.Superseded values are not recommended for survey control.
 HZ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1019.See file dsdata.txt to determine how the superseded data were derived.
 HZ1019
 HZ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH716816(NAD 83)
 HZ1019_MARKER: DD = SURVEY DISK
 HZ1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1019_STAMPING: I-71 L-64 1964
 HZ1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1019+STABILITY: SURFACE MOTION
 HZ1019
 HZ1019  HISTORY     - Date     Condition        Report By
 HZ1019  HISTORY     - 1964     MONUMENTED       PAS
 HZ1019  HISTORY     - 20030819 MARK NOT FOUND   KYDT
 HZ1019
 HZ1019                          STATION DESCRIPTION
 HZ1019
 HZ1019'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1019'5 MI W FROM SANDERS.
 HZ1019'1.0 MILE EAST ALONG U.S. HIGHWAY 42 FROM THE COURTHOUSE AT
 HZ1019'CARROLLTON, THENCE 0.85 MILE SOUTHEAST ALONG U.S. HIGHWAY 227,
 HZ1019'THENCE 6.6 MILES EAST AND SOUTHEAST ALONG STATE HIGHWAY 36, THENCE
 HZ1019'1.15 MILES EAST ALONG PAVED ROAD TO A SHARP CURVE LEFT AND THE
 HZ1019'MARK ON THE RIGHT, 72 FEET NORTHWEST OF A 12 INCH ELM TREE AT A
 HZ1019'FENCE CORNER, 48 FEET SOUTH OF CENTER OF PAVED ROAD, 53 FEET
 HZ1019'SOUTHEAST OF A 36 INCH HACKBERRY TREE, 2.0 FEET NORTH OF A METAL
 HZ1019'WITNESS POST AND SIGN, 2.2 FEET NORTHEAST OF FENCE LINE.  A
 HZ1019'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF
 HZ1019'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 3 FEET ABOVE THE
 HZ1019'LEVEL OF THE ROAD.
 HZ1019
 HZ1019                          STATION RECOVERY (2003)
 HZ1019
 HZ1019'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1021 ***********************************************************************
 HZ1021  DESIGNATION -  I71 L 65
 HZ1021  PID         -  HZ1021
 HZ1021  STATE/COUNTY-  KY/CARROLL
 HZ1021  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1021
 HZ1021                         *CURRENT SURVEY CONTROL
 HZ1021  ___________________________________________________________________
 HZ1021* NAD 83(1986)-  38 41 02.     (N)    085 00 19.     (W)     SCALED    
 HZ1021* NAVD 88     -       258.181  (meters)     847.05   (feet)  ADJUSTED  
 HZ1021  ___________________________________________________________________
 HZ1021  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ1021  DYNAMIC HT  -         258.015 (meters)     846.50  (feet)  COMP
 HZ1021  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 HZ1021
 HZ1021  VERT ORDER  -  SECOND    CLASS 0
 HZ1021
 HZ1021.The horizontal coordinates were scaled from a topographic map and have
 HZ1021.an estimated accuracy of +/- 6 seconds.
 HZ1021
 HZ1021.The orthometric height was determined by differential leveling
 HZ1021.and adjusted by the National Geodetic Survey in June 1991..
 HZ1021
 HZ1021.The geoid height was determined by GEOID03.
 HZ1021
 HZ1021.The dynamic height is computed by dividing the NAVD 88
 HZ1021.geopotential number by the normal gravity value computed on the
 HZ1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1021.degrees latitude (g = 980.6199 gals.).
 HZ1021
 HZ1021.The modeled gravity was interpolated from observed gravity values.
 HZ1021
 HZ1021;                    North         East    Units  Estimated Accuracy
 HZ1021;SPC KY1Z     - 1,261,140.    1,564,800.      MT  (+/- 180 meters Scaled)
 HZ1021
 HZ1021                          SUPERSEDED SURVEY CONTROL
 HZ1021
 HZ1021  NGVD 29 (??/??/92)  258.374  (m)          847.68   (f) ADJ UNCH    2 0
 HZ1021
 HZ1021.Superseded values are not recommended for survey control.
 HZ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1021.See file dsdata.txt to determine how the superseded data were derived.
 HZ1021
 HZ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH735835(NAD 83)
 HZ1021_MARKER: DD = SURVEY DISK
 HZ1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1021_STAMPING: I-71 L-65 1964
 HZ1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1021+STABILITY: SURFACE MOTION
 HZ1021
 HZ1021  HISTORY     - Date     Condition        Report By
 HZ1021  HISTORY     - 1964     MONUMENTED       PAS
 HZ1021  HISTORY     - 20030819 MARK NOT FOUND   KYDT
 HZ1021
 HZ1021                          STATION DESCRIPTION
 HZ1021
 HZ1021'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1021'4.5 MI NW FROM SANDERS.
 HZ1021'4.4 MILES NORTHWEST ALONG STATE HIGHWAY 47 FROM THE CROSSING OF
 HZ1021'THE LOUISVILLE AND NASHVILLE RAILROAD AT SANDERS, THENCE 0.6 MILE
 HZ1021'SOUTHWEST ALONG PAVED ROAD TO A PRIVATE DRIVE ON LEFT AND THE MARK
 HZ1021'ON THE LEFT, 72 FEET SOUTHEAST OF THE CENTER OF PAVED ROAD AND
 HZ1021'DRIVEWAY JUNCTION, 58 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH
 HZ1021'TRANSFORMERS, 26 FEET NORTH OF A 30 INCH MAPLE TREE, 27 FEET WEST
 HZ1021'OF A 24 INCH WALNUT TREE, 2.0 FEET NORTH OF A METAL WITNESS POST
 HZ1021'AND SIGN, 1.5 FEET NORTHEAST OF FENCE LINE.  A KENTUCKY DEPARTMENT
 HZ1021'OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF CONCRETE POST
 HZ1021'PROJECTING 1 INCH AND ABOUT 3 FEET LOWER THAN THE DRIVEWAY.
 HZ1021
 HZ1021                          STATION RECOVERY (2003)
 HZ1021
 HZ1021'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0725 ***********************************************************************
 HZ0725  DESIGNATION -  I71 L 66
 HZ0725  PID         -  HZ0725
 HZ0725  STATE/COUNTY-  KY/CARROLL
 HZ0725  USGS QUAD   -  SANDERS (1987)
 HZ0725
 HZ0725                         *CURRENT SURVEY CONTROL
 HZ0725  ___________________________________________________________________
 HZ0725* NAD 83(1986)-  38 40 49.     (N)    084 59 31.     (W)     SCALED    
 HZ0725* NAVD 88     -       238.385  (meters)     782.10   (feet)  ADJUSTED  
 HZ0725  ___________________________________________________________________
 HZ0725  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ0725  DYNAMIC HT  -         238.231 (meters)     781.60  (feet)  COMP
 HZ0725  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 HZ0725
 HZ0725  VERT ORDER  -  SECOND    CLASS 0
 HZ0725
 HZ0725.The horizontal coordinates were scaled from a topographic map and have
 HZ0725.an estimated accuracy of +/- 6 seconds.
 HZ0725
 HZ0725.The orthometric height was determined by differential leveling
 HZ0725.and adjusted by the National Geodetic Survey in June 1991..
 HZ0725
 HZ0725.The geoid height was determined by GEOID03.
 HZ0725
 HZ0725.The dynamic height is computed by dividing the NAVD 88
 HZ0725.geopotential number by the normal gravity value computed on the
 HZ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0725.degrees latitude (g = 980.6199 gals.).
 HZ0725
 HZ0725.The modeled gravity was interpolated from observed gravity values.
 HZ0725
 HZ0725;                    North         East    Units  Estimated Accuracy
 HZ0725;SPC KY1Z     - 1,260,750.    1,565,960.      MT  (+/- 180 meters Scaled)
 HZ0725
 HZ0725                          SUPERSEDED SURVEY CONTROL
 HZ0725
 HZ0725  NGVD 29 (??/??/92)  238.577  (m)          782.73   (f) ADJ UNCH    2 0
 HZ0725
 HZ0725.Superseded values are not recommended for survey control.
 HZ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0725.See file dsdata.txt to determine how the superseded data were derived.
 HZ0725
 HZ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH746832(NAD 83)
 HZ0725_MARKER: DD = SURVEY DISK
 HZ0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0725_STAMPING: I 71 L 66 1964
 HZ0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0725+STABILITY: SURFACE MOTION
 HZ0725
 HZ0725  HISTORY     - Date     Condition        Report By
 HZ0725  HISTORY     - 1964     MONUMENTED       PAS
 HZ0725
 HZ0725                          STATION DESCRIPTION
 HZ0725
 HZ0725'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0725'4.4 MI NW FROM SANDERS.
 HZ0725'ABOUT 4.4 MILES NORTHWEST ALONG STATE HIGHWAY 47 FROM THE CROSSING
 HZ0725'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT SANDERS, THENCE
 HZ0725'0.6 MILE SOUTHWEST ALONG PAVED ROAD TO A PRIVATE DRIVE ON THE
 HZ0725'LEFT, THENCE ABUT 0.55 MILE EAST ALONG DRIVEWAY AND FARM ROAD,
 HZ0725'THENCE 0.4 MILE SOUTH ALONG FARM ROAD WHICH FOLLOWS CREST
 HZ0725'OF RIDGE TO THE MARK JUST SOUTHEAST OF A SMALL POND, 149 FEET
 HZ0725'NORTH OF THE NORTHWEST CORNER OF BARN, 32 FEET SOUTH OF AN 18
 HZ0725'INCH ELM TREE IN FENCE LINE, 10 FEET WEST OF THE CENTER OF FARM
 HZ0725'ROAD, 5 FEET NORTHEAST OF A FENCE CORNER, 1.5 FEET EAST OF
 HZ0725'FENCE LINE, 1.5 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.
 HZ0725'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE
 HZ0725'TOP OF CONCRETE POST PROJECTING 1 INCH AND ABOUT LEVEL WITH
 HZ0725'FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0726 ***********************************************************************
 HZ0726  DESIGNATION -  I71 L 67
 HZ0726  PID         -  HZ0726
 HZ0726  STATE/COUNTY-  KY/CARROLL
 HZ0726  USGS QUAD   -  SANDERS (1987)
 HZ0726
 HZ0726                         *CURRENT SURVEY CONTROL
 HZ0726  ___________________________________________________________________
 HZ0726* NAD 83(1986)-  38 41 13.     (N)    084 58 41.     (W)     SCALED    
 HZ0726* NAVD 88     -       187.671  (meters)     615.72   (feet)  ADJUSTED  
 HZ0726  ___________________________________________________________________
 HZ0726  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ0726  DYNAMIC HT  -         187.549 (meters)     615.32  (feet)  COMP
 HZ0726  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 HZ0726
 HZ0726  VERT ORDER  -  SECOND    CLASS 0
 HZ0726
 HZ0726.The horizontal coordinates were scaled from a topographic map and have
 HZ0726.an estimated accuracy of +/- 6 seconds.
 HZ0726
 HZ0726.The orthometric height was determined by differential leveling
 HZ0726.and adjusted by the National Geodetic Survey in June 1991..
 HZ0726
 HZ0726.The geoid height was determined by GEOID03.
 HZ0726
 HZ0726.The dynamic height is computed by dividing the NAVD 88
 HZ0726.geopotential number by the normal gravity value computed on the
 HZ0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0726.degrees latitude (g = 980.6199 gals.).
 HZ0726
 HZ0726.The modeled gravity was interpolated from observed gravity values.
 HZ0726
 HZ0726;                    North         East    Units  Estimated Accuracy
 HZ0726;SPC KY1Z     - 1,261,500.    1,567,160.      MT  (+/- 180 meters Scaled)
 HZ0726
 HZ0726                          SUPERSEDED SURVEY CONTROL
 HZ0726
 HZ0726  NGVD 29 (??/??/92)  187.861  (m)          616.34   (f) ADJ UNCH    2 0
 HZ0726
 HZ0726.Superseded values are not recommended for survey control.
 HZ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0726.See file dsdata.txt to determine how the superseded data were derived.
 HZ0726
 HZ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH758839(NAD 83)
 HZ0726_MARKER: DD = SURVEY DISK
 HZ0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0726_STAMPING: I 71 L 67 1964
 HZ0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0726+STABILITY: SURFACE MOTION
 HZ0726
 HZ0726  HISTORY     - Date     Condition        Report By
 HZ0726  HISTORY     - 1964     MONUMENTED       PAS
 HZ0726
 HZ0726                          STATION DESCRIPTION
 HZ0726
 HZ0726'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0726'3 MI NW FROM SANDERS.
 HZ0726'ABOUT 2.95 MILES NORTHWEST ALONG STATE HIGWAY 47 FROM THE
 HZ0726'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT SANDERS,
 HZ0726'167 FEET SOUTHEAST AND ACROSS ROAD FROM THE SOUTHEAST CORNER
 HZ0726'OF A BARN NEAR A DWELLING HOUSE, 48 FEET WEST OF THE CENTER OF
 HZ0726'STATE HIGHWAY 47 AND DRIVE SOUTH, 22 FEET SOUTH-SOUTHWEST OF THE
 HZ0726'CENTER OF STATE HIGHWAY 47, 4 FEET NORTHWEST OF A TELEPHONE
 HZ0726'POLE NUMBER 144, 1.9 FEET NORTHEAST OF METAL WITNESS POST AND
 HZ0726'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 HZ0726'IN THE TOP OF CONCRETE POST PROJECTING 2 INCHES AND ABOUT
 HZ0726'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0727 ***********************************************************************
 HZ0727  DESIGNATION -  I71 L 68
 HZ0727  PID         -  HZ0727
 HZ0727  STATE/COUNTY-  KY/GALLATIN
 HZ0727  USGS QUAD   -  SANDERS (1987)
 HZ0727
 HZ0727                         *CURRENT SURVEY CONTROL
 HZ0727  ___________________________________________________________________
 HZ0727* NAD 83(1986)-  38 40 54.     (N)    084 57 41.     (W)     SCALED    
 HZ0727* NAVD 88     -       162.700  (meters)     533.79   (feet)  ADJUSTED  
 HZ0727  ___________________________________________________________________
 HZ0727  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ0727  DYNAMIC HT  -         162.594 (meters)     533.44  (feet)  COMP
 HZ0727  MODELED GRAV-     979,975.2   (mgal)                       NAVD 88
 HZ0727
 HZ0727  VERT ORDER  -  SECOND    CLASS 0
 HZ0727
 HZ0727.The horizontal coordinates were scaled from a topographic map and have
 HZ0727.an estimated accuracy of +/- 6 seconds.
 HZ0727
 HZ0727.The orthometric height was determined by differential leveling
 HZ0727.and adjusted by the National Geodetic Survey in June 1991..
 HZ0727
 HZ0727.The geoid height was determined by GEOID03.
 HZ0727
 HZ0727.The dynamic height is computed by dividing the NAVD 88
 HZ0727.geopotential number by the normal gravity value computed on the
 HZ0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0727.degrees latitude (g = 980.6199 gals.).
 HZ0727
 HZ0727.The modeled gravity was interpolated from observed gravity values.
 HZ0727
 HZ0727;                    North         East    Units  Estimated Accuracy
 HZ0727;SPC KY1Z     - 1,260,920.    1,568,620.      MT  (+/- 180 meters Scaled)
 HZ0727
 HZ0727                          SUPERSEDED SURVEY CONTROL
 HZ0727
 HZ0727  NGVD 29 (??/??/92)  162.890  (m)          534.41   (f) ADJ UNCH    2 0
 HZ0727
 HZ0727.Superseded values are not recommended for survey control.
 HZ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0727.See file dsdata.txt to determine how the superseded data were derived.
 HZ0727
 HZ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH773834(NAD 83)
 HZ0727_MARKER: DD = SURVEY DISK
 HZ0727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0727_SP_SET: CULVERT
 HZ0727_STAMPING: I 71 L 68 1964
 HZ0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0727
 HZ0727  HISTORY     - Date     Condition        Report By
 HZ0727  HISTORY     - 1964     MONUMENTED       PAS
 HZ0727
 HZ0727                          STATION DESCRIPTION
 HZ0727
 HZ0727'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0727'2 MI N FROM SANDERS.
 HZ0727'ABOUT 1.95 MILES NORTHWEST ALONG STATE HIGHWAY 47 FROM THE
 HZ0727'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT SANDERS,
 HZ0727'THENCE ABOUT 0.05 MILE NORTHEAST ALONG STATE HIGHWAY 465 TO A
 HZ0727'T-ROAD LEFT AND MARK ON LEFT, 90 FEET NORTH OF THE CENTER OF
 HZ0727'STATE HIGHWAY 465 AND T-ROAD NORTH, 23.5 FEET EAST OF THE
 HZ0727'NORTHEAST CORNER OF BARN, 17 FEET WEST OF THE CENTER OF ROAD,
 HZ0727'12 FEET SOUTHEAST OF FENCE CORNER, 1.6 FEET NORTHWEST OF STOP
 HZ0727'SIGN POST.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HZ0727'SET IN A DRILL HOLE IN THE TOP OF THE WEST END OF AN L SHAPED
 HZ0727'CONCRETE RETAINING WALL FOR CULVERT UNDER HIGHWAY AND ABOUT
 HZ0727'LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0728 ***********************************************************************
 HZ0728  DESIGNATION -  I71 L 69
 HZ0728  PID         -  HZ0728
 HZ0728  STATE/COUNTY-  KY/GALLATIN
 HZ0728  USGS QUAD   -  SANDERS (1987)
 HZ0728
 HZ0728                         *CURRENT SURVEY CONTROL
 HZ0728  ___________________________________________________________________
 HZ0728* NAD 83(1986)-  38 41 10.     (N)    084 56 39.     (W)     SCALED    
 HZ0728* NAVD 88     -       181.310  (meters)     594.85   (feet)  ADJUSTED  
 HZ0728  ___________________________________________________________________
 HZ0728  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ0728  DYNAMIC HT  -         181.192 (meters)     594.46  (feet)  COMP
 HZ0728  MODELED GRAV-     979,975.3   (mgal)                       NAVD 88
 HZ0728
 HZ0728  VERT ORDER  -  SECOND    CLASS 0
 HZ0728
 HZ0728.The horizontal coordinates were scaled from a topographic map and have
 HZ0728.an estimated accuracy of +/- 6 seconds.
 HZ0728
 HZ0728.The orthometric height was determined by differential leveling
 HZ0728.and adjusted by the National Geodetic Survey in June 1991..
 HZ0728
 HZ0728.The geoid height was determined by GEOID03.
 HZ0728
 HZ0728.The dynamic height is computed by dividing the NAVD 88
 HZ0728.geopotential number by the normal gravity value computed on the
 HZ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0728.degrees latitude (g = 980.6199 gals.).
 HZ0728
 HZ0728.The modeled gravity was interpolated from observed gravity values.
 HZ0728
 HZ0728;                    North         East    Units  Estimated Accuracy
 HZ0728;SPC KY1Z     - 1,261,430.    1,570,110.      MT  (+/- 180 meters Scaled)
 HZ0728
 HZ0728                          SUPERSEDED SURVEY CONTROL
 HZ0728
 HZ0728  NGVD 29 (??/??/92)  181.499  (m)          595.47   (f) ADJ UNCH    2 0
 HZ0728
 HZ0728.Superseded values are not recommended for survey control.
 HZ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0728.See file dsdata.txt to determine how the superseded data were derived.
 HZ0728
 HZ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH788839(NAD 83)
 HZ0728_MARKER: DD = SURVEY DISK
 HZ0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0728_STAMPING: I 71 L 69 1964
 HZ0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0728+STABILITY: SURFACE MOTION
 HZ0728
 HZ0728  HISTORY     - Date     Condition        Report By
 HZ0728  HISTORY     - 1964     MONUMENTED       PAS
 HZ0728
 HZ0728                          STATION DESCRIPTION
 HZ0728
 HZ0728'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0728'3 MI N FROM SANDERS.
 HZ0728'ABOUT 1.95 MILES NORTHWEST ALONG STATE HIGHWAY 47 FROM THE
 HZ0728'CROSSING OF LOUISVILLE AND NASHVILLE RAILROAD AT SANDERS,
 HZ0728'THENCE 1.05 MILES NORTHEAST ALONG STATE HIGHWAY 465, 65 FEET
 HZ0728'NORTHEAST AND ACROSS HIGHWAY FROM THE NORTHEAST CORNER OF
 HZ0728'A BARN, 29 FEET NORTH OF THE CENTER OF STATE HIGHWAY 465, 11
 HZ0728'FEET WEST OF A 26 INCH SYCAMORE TREE, 7 FEET SOUTH OF A FENCE
 HZ0728'LINE, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  A
 HZ0728'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP
 HZ0728'OF CONCRETE POST PROJECTING 2 INCHES AND ABOUT 3 FEET ABOVE
 HZ0728'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1544 ***********************************************************************
 HZ1544  DESIGNATION -  I71 L 7
 HZ1544  PID         -  HZ1544
 HZ1544  STATE/COUNTY-  KY/JEFFERSON
 HZ1544  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1544
 HZ1544                         *CURRENT SURVEY CONTROL
 HZ1544  ___________________________________________________________________
 HZ1544* NAD 83(1986)-  38 16 35.     (N)    085 38 30.     (W)     SCALED    
 HZ1544* NAVD 88     -       178.802  (meters)     586.62   (feet)  ADJUSTED  
 HZ1544  ___________________________________________________________________
 HZ1544  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HZ1544  DYNAMIC HT  -         178.682 (meters)     586.23  (feet)  COMP
 HZ1544  MODELED GRAV-     979,952.2   (mgal)                       NAVD 88
 HZ1544
 HZ1544  VERT ORDER  -  SECOND    CLASS 0
 HZ1544
 HZ1544.The horizontal coordinates were scaled from a topographic map and have
 HZ1544.an estimated accuracy of +/- 6 seconds.
 HZ1544
 HZ1544.The orthometric height was determined by differential leveling
 HZ1544.and adjusted by the National Geodetic Survey in June 1991..
 HZ1544
 HZ1544.The geoid height was determined by GEOID03.
 HZ1544
 HZ1544.The dynamic height is computed by dividing the NAVD 88
 HZ1544.geopotential number by the normal gravity value computed on the
 HZ1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1544.degrees latitude (g = 980.6199 gals.).
 HZ1544
 HZ1544.The modeled gravity was interpolated from observed gravity values.
 HZ1544
 HZ1544;                    North         East    Units  Estimated Accuracy
 HZ1544;SPC KY1Z     - 1,215,650.    1,509,480.      MT  (+/- 180 meters Scaled)
 HZ1544
 HZ1544                          SUPERSEDED SURVEY CONTROL
 HZ1544
 HZ1544  NGVD 29 (??/??/92)  178.956  (m)          587.12   (f) ADJ UNCH    2 0
 HZ1544
 HZ1544.Superseded values are not recommended for survey control.
 HZ1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1544.See file dsdata.txt to determine how the superseded data were derived.
 HZ1544
 HZ1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH188373(NAD 83)
 HZ1544_MARKER: DD = SURVEY DISK
 HZ1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1544_STAMPING: I71-L7-1960
 HZ1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1544+STABILITY: SURFACE MOTION
 HZ1544
 HZ1544  HISTORY     - Date     Condition        Report By
 HZ1544  HISTORY     - 1960     MONUMENTED       PAS
 HZ1544  HISTORY     - 1981     GOOD             KYDT
 HZ1544
 HZ1544                          STATION DESCRIPTION
 HZ1544
 HZ1544'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1544'2.2 MI N FROM ST MATTHEWS.
 HZ1544'ABOUT 1.5 MILES NORTHWEST ALONG HUBBARDS LANE FROM THE INTERSECTION
 HZ1544'OF HUBBARDS LANE AND SHELBYVILLE ROAD (U.S. HIGHWAY 60) ON THE EAST
 HZ1544'SIDE OF ST. MATTHEWS, THENCE ABOUT 0.75 MILE NORTHEAST ALONG U.S.
 HZ1544'HIGHWAY 42, AT THE ENTRANCE TO THE ZACHARY TAYLOR NATIONAL CEMETERY,
 HZ1544'47.4 FEET NORTHWEST OF CENTER OF SOUTH-BOUND LANE, 46.4 FEET
 HZ1544'SOUTHWEST OF THE SOUTHWEST CORNER OF MIDDLE STONE COLUMN AT ENTRANCE
 HZ1544'TO CEMETERY, 8.4 FEET WEST OF WEST EDGE OF SIDEWALK, 4.0 FEET NORTH
 HZ1544'OF A METAL WITNESS POST AND SIGN, AND 1.6 FEET EAST OF STONE FENCE.
 HZ1544'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 HZ1544'A CONCRETE CYLINDER PROJECTING 2 INCHES AND STAMPED I71-L7-1960.
 HZ1544
 HZ1544                          STATION RECOVERY (1981)
 HZ1544
 HZ1544'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0729 ***********************************************************************
 HZ0729  DESIGNATION -  I71 L 70
 HZ0729  PID         -  HZ0729
 HZ0729  STATE/COUNTY-  KY/GALLATIN
 HZ0729  USGS QUAD   -  SANDERS (1987)
 HZ0729
 HZ0729                         *CURRENT SURVEY CONTROL
 HZ0729  ___________________________________________________________________
 HZ0729* NAD 83(1986)-  38 41 37.     (N)    084 55 41.     (W)     SCALED    
 HZ0729* NAVD 88     -       197.240  (meters)     647.11   (feet)  ADJUSTED  
 HZ0729  ___________________________________________________________________
 HZ0729  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ0729  DYNAMIC HT  -         197.113 (meters)     646.69  (feet)  COMP
 HZ0729  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 HZ0729
 HZ0729  VERT ORDER  -  SECOND    CLASS 0
 HZ0729
 HZ0729.The horizontal coordinates were scaled from a topographic map and have
 HZ0729.an estimated accuracy of +/- 6 seconds.
 HZ0729
 HZ0729.The orthometric height was determined by differential leveling
 HZ0729.and adjusted by the National Geodetic Survey in June 1991..
 HZ0729
 HZ0729.The geoid height was determined by GEOID03.
 HZ0729
 HZ0729.The dynamic height is computed by dividing the NAVD 88
 HZ0729.geopotential number by the normal gravity value computed on the
 HZ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0729.degrees latitude (g = 980.6199 gals.).
 HZ0729
 HZ0729.The modeled gravity was interpolated from observed gravity values.
 HZ0729
 HZ0729;                    North         East    Units  Estimated Accuracy
 HZ0729;SPC KY1Z     - 1,262,280.    1,571,510.      MT  (+/- 180 meters Scaled)
 HZ0729
 HZ0729                          SUPERSEDED SURVEY CONTROL
 HZ0729
 HZ0729  NGVD 29 (??/??/92)  197.429  (m)          647.73   (f) ADJ UNCH    2 0
 HZ0729
 HZ0729.Superseded values are not recommended for survey control.
 HZ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0729.See file dsdata.txt to determine how the superseded data were derived.
 HZ0729
 HZ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH801848(NAD 83)
 HZ0729_MARKER: DD = SURVEY DISK
 HZ0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0729_STAMPING: I 71 L 70 1964
 HZ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0729+STABILITY: SURFACE MOTION
 HZ0729
 HZ0729  HISTORY     - Date     Condition        Report By
 HZ0729  HISTORY     - 1964     MONUMENTED       PAS
 HZ0729
 HZ0729                          STATION DESCRIPTION
 HZ0729
 HZ0729'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0729'3 MI N FROM SPARTA.
 HZ0729'ABOUT 1.85 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CROSSING
 HZ0729'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT SPARTA, THENCE
 HZ0729'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 465, 86 FEET NORTH AND
 HZ0729'ACROSS ROAD FROM TELEPHONE POLE NUMBER 2950, 39 FEET NORTHWEST
 HZ0729'OF CENTER OF HIGHWAY, 26 FEET SOUTH OF A 22 INCH WALNUT TREE AT
 HZ0729'A FENCE CORNER, 18 FEET WEST OF A 30 INCH SYCAMORE TREE, 9 FEET
 HZ0729'NORTHEAST OF A DIM FARM ROAD, 2.0 FEET SOUTHEAST OF FENCE LINE,
 HZ0729'1.8 FEET EAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HZ0729'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF CONCRETE
 HZ0729'POST PROJECTING 3 INCHES AND ABOUT 3 FEET ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0572 ***********************************************************************
 HZ0572  DESIGNATION -  I71 L 70 A
 HZ0572  PID         -  HZ0572
 HZ0572  STATE/COUNTY-  KY/GALLATIN
 HZ0572  USGS QUAD   -  SANDERS (1987)
 HZ0572
 HZ0572                         *CURRENT SURVEY CONTROL
 HZ0572  ___________________________________________________________________
 HZ0572* NAD 83(1986)-  38 42 57.     (N)    084 54 25.     (W)     SCALED    
 HZ0572* NAVD 88     -       234.239  (meters)     768.50   (feet)  ADJUSTED  
 HZ0572  ___________________________________________________________________
 HZ0572  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HZ0572  DYNAMIC HT  -         234.089 (meters)     768.01  (feet)  COMP
 HZ0572  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 HZ0572
 HZ0572  VERT ORDER  -  SECOND    CLASS 0
 HZ0572
 HZ0572.The horizontal coordinates were scaled from a topographic map and have
 HZ0572.an estimated accuracy of +/- 6 seconds.
 HZ0572
 HZ0572.The orthometric height was determined by differential leveling
 HZ0572.and adjusted by the National Geodetic Survey in June 1991..
 HZ0572
 HZ0572.The geoid height was determined by GEOID03.
 HZ0572
 HZ0572.The dynamic height is computed by dividing the NAVD 88
 HZ0572.geopotential number by the normal gravity value computed on the
 HZ0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0572.degrees latitude (g = 980.6199 gals.).
 HZ0572
 HZ0572.The modeled gravity was interpolated from observed gravity values.
 HZ0572
 HZ0572;                    North         East    Units  Estimated Accuracy
 HZ0572;SPC KY1Z     - 1,264,760.    1,573,320.      MT  (+/- 180 meters Scaled)
 HZ0572
 HZ0572                          SUPERSEDED SURVEY CONTROL
 HZ0572
 HZ0572  NGVD 29 (??/??/92)  234.43   (m)          769.1    (f) COMPUTED    2 0
 HZ0572
 HZ0572.Superseded values are not recommended for survey control.
 HZ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0572.See file dsdata.txt to determine how the superseded data were derived.
 HZ0572
 HZ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH819873(NAD 83)
 HZ0572_MARKER: DD = SURVEY DISK
 HZ0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0572_STAMPING: I-71 L-70A 1964
 HZ0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0572+STABILITY: SURFACE MOTION
 HZ0572
 HZ0572  HISTORY     - Date     Condition        Report By
 HZ0572  HISTORY     - 1964     MONUMENTED       PAS
 HZ0572
 HZ0572                          STATION DESCRIPTION
 HZ0572
 HZ0572'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0572'3 MI N FROM SPARTA.
 HZ0572'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CROSSING
 HZ0572'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT SPARTA, 92 FEET EAST
 HZ0572'AND ACROSS HIGHWAY FROM A POWER POLE, 96 FEET NORTHEAST OF CENTER
 HZ0572'OF FARM ROAD AT A WOODEN GATE, 39 FEET SOUTHEAST OF CENTER OF
 HZ0572'HIGHWAY, 1.3 FEET NORTHWEST OF METAL WITNESS POST AND SIGN, 1.0
 HZ0572'FEET NORTHWEST OF FENCE CORNER.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0572'BENCH MARK DISK SET IN THE TOP OF CONCRETE POST PROJECTING 1
 HZ0572'INCHE AND ABOUT 1 FOOT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0735 ***********************************************************************
 HZ0735  DESIGNATION -  I71 L 71
 HZ0735  PID         -  HZ0735
 HZ0735  STATE/COUNTY-  KY/GALLATIN
 HZ0735  USGS QUAD   -  SANDERS (1987)
 HZ0735
 HZ0735                         *CURRENT SURVEY CONTROL
 HZ0735  ___________________________________________________________________
 HZ0735* NAD 83(1986)-  38 42 15.     (N)    084 53 55.     (W)     SCALED    
 HZ0735* NAVD 88     -       195.991  (meters)     643.01   (feet)  ADJUSTED  
 HZ0735  ___________________________________________________________________
 HZ0735  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HZ0735  DYNAMIC HT  -         195.864 (meters)     642.60  (feet)  COMP
 HZ0735  MODELED GRAV-     979,978.6   (mgal)                       NAVD 88
 HZ0735
 HZ0735  VERT ORDER  -  SECOND    CLASS 0
 HZ0735
 HZ0735.The horizontal coordinates were scaled from a topographic map and have
 HZ0735.an estimated accuracy of +/- 6 seconds.
 HZ0735
 HZ0735.The orthometric height was determined by differential leveling
 HZ0735.and adjusted by the National Geodetic Survey in June 1991..
 HZ0735
 HZ0735.The geoid height was determined by GEOID03.
 HZ0735
 HZ0735.The dynamic height is computed by dividing the NAVD 88
 HZ0735.geopotential number by the normal gravity value computed on the
 HZ0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0735.degrees latitude (g = 980.6199 gals.).
 HZ0735
 HZ0735.The modeled gravity was interpolated from observed gravity values.
 HZ0735
 HZ0735;                    North         East    Units  Estimated Accuracy
 HZ0735;SPC KY1Z     - 1,263,470.    1,574,060.      MT  (+/- 180 meters Scaled)
 HZ0735
 HZ0735                          SUPERSEDED SURVEY CONTROL
 HZ0735
 HZ0735  NGVD 29 (??/??/92)  196.180  (m)          643.63   (f) ADJ UNCH    2 0
 HZ0735
 HZ0735.Superseded values are not recommended for survey control.
 HZ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0735.See file dsdata.txt to determine how the superseded data were derived.
 HZ0735
 HZ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH827860(NAD 83)
 HZ0735_MARKER: DD = SURVEY DISK
 HZ0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0735_STAMPING: I 71 L 71 1964
 HZ0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0735+STABILITY: SURFACE MOTION
 HZ0735
 HZ0735  HISTORY     - Date     Condition        Report By
 HZ0735  HISTORY     - 1964     MONUMENTED       PAS
 HZ0735
 HZ0735                          STATION DESCRIPTION
 HZ0735
 HZ0735'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0735'4 MI N FROM SPARTA.
 HZ0735'ABOUT 1.90 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CROSSING
 HZ0735'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT SPARTA, THENCE
 HZ0735'0.8 MILE NORTHEAST ALONG STATE HIGHWAY 465, 131 FEET NORTHWEST
 HZ0735'OF CENTER OF HIGHWAY OVER CULVERT, 29 FEET WEST OF CENTER OF
 HZ0735'HIGHWAY, 19 FEET NORTH OF ANGLE IN FENCE LINE, 2.2 FEET EAST
 HZ0735'OF FENCE LINE, 1.9 FEET SOUTHEAST OF METAL WITNESS POST AND
 HZ0735'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HZ0735'THE TOP OF CONCRETE POST PROJECTING 2 INCHES AND ABOUT 1 FOOT
 HZ0735'BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0737 ***********************************************************************
 HZ0737  DESIGNATION -  I71 L 72
 HZ0737  PID         -  HZ0737
 HZ0737  STATE/COUNTY-  KY/GALLATIN
 HZ0737  USGS QUAD   -  GLENCOE (1969)
 HZ0737
 HZ0737                         *CURRENT SURVEY CONTROL
 HZ0737  ___________________________________________________________________
 HZ0737* NAD 83(1986)-  38 43 12.     (N)    084 51 57.     (W)     SCALED    
 HZ0737* NAVD 88     -       249.612  (meters)     818.94   (feet)  ADJUSTED  
 HZ0737  ___________________________________________________________________
 HZ0737  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ0737  DYNAMIC HT  -         249.452 (meters)     818.41  (feet)  COMP
 HZ0737  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 HZ0737
 HZ0737  VERT ORDER  -  SECOND    CLASS 0
 HZ0737
 HZ0737.The horizontal coordinates were scaled from a topographic map and have
 HZ0737.an estimated accuracy of +/- 6 seconds.
 HZ0737
 HZ0737.The orthometric height was determined by differential leveling
 HZ0737.and adjusted by the National Geodetic Survey in June 1991..
 HZ0737
 HZ0737.The geoid height was determined by GEOID03.
 HZ0737
 HZ0737.The dynamic height is computed by dividing the NAVD 88
 HZ0737.geopotential number by the normal gravity value computed on the
 HZ0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0737.degrees latitude (g = 980.6199 gals.).
 HZ0737
 HZ0737.The modeled gravity was interpolated from observed gravity values.
 HZ0737
 HZ0737;                    North         East    Units  Estimated Accuracy
 HZ0737;SPC KY1Z     - 1,265,250.    1,576,890.      MT  (+/- 180 meters Scaled)
 HZ0737
 HZ0737                          SUPERSEDED SURVEY CONTROL
 HZ0737
 HZ0737  NGVD 29 (??/??/92)  249.805  (m)          819.57   (f) ADJ UNCH    2 0
 HZ0737
 HZ0737.Superseded values are not recommended for survey control.
 HZ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0737.See file dsdata.txt to determine how the superseded data were derived.
 HZ0737
 HZ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH855878(NAD 83)
 HZ0737_MARKER: DD = SURVEY DISK
 HZ0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0737_STAMPING: I 71 L 72 1964
 HZ0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0737+STABILITY: SURFACE MOTION
 HZ0737
 HZ0737  HISTORY     - Date     Condition        Report By
 HZ0737  HISTORY     - 1964     MONUMENTED       PAS
 HZ0737
 HZ0737                          STATION DESCRIPTION
 HZ0737
 HZ0737'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0737'7 MI NE FROM SPARTA.
 HZ0737'ABOUT 1.90 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CROSSING
 HZ0737'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT SPARTA, THENCE 3.15
 HZ0737'MILES NORTHEAST ALONG STATE HIGHWAY 465, 58 FEET NORTHEAST OF
 HZ0737'POWER POLE WITH TRANSFORMER, 33 FEET SOUTH OF TELEPHONE POLE
 HZ0737'NUMBER GA3866, 39 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HZ0737'SINGLE STORY FRAME HOUSE, 27 FEET NORTHEAST OF THE CENTER OF
 HZ0737'HIGHWAY, 4 FEET NORTHWEST OF FENCE CORNER, 2.0 FEET SOUTH OF
 HZ0737'METAL WITNESS POST AND SIGN, 1.5 FEET SOUTHWEST OF FENCE LINE.
 HZ0737'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP
 HZ0737'OF CONCRETE POST PROJECTING 1 INCH AND ABOUT 2 FEET ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0743 ***********************************************************************
 HZ0743  DESIGNATION -  I71 L 73
 HZ0743  PID         -  HZ0743
 HZ0743  STATE/COUNTY-  KY/GALLATIN
 HZ0743  USGS QUAD   -  GLENCOE (1969)
 HZ0743
 HZ0743                         *CURRENT SURVEY CONTROL
 HZ0743  ___________________________________________________________________
 HZ0743* NAD 83(1986)-  38 43 32.     (N)    084 50 40.     (W)     SCALED    
 HZ0743* NAVD 88     -       257.765  (meters)     845.68   (feet)  ADJUSTED  
 HZ0743  ___________________________________________________________________
 HZ0743  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ0743  DYNAMIC HT  -         257.600 (meters)     845.14  (feet)  COMP
 HZ0743  MODELED GRAV-     979,982.5   (mgal)                       NAVD 88
 HZ0743
 HZ0743  VERT ORDER  -  SECOND    CLASS 0
 HZ0743
 HZ0743.The horizontal coordinates were scaled from a topographic map and have
 HZ0743.an estimated accuracy of +/- 6 seconds.
 HZ0743
 HZ0743.The orthometric height was determined by differential leveling
 HZ0743.and adjusted by the National Geodetic Survey in June 1991..
 HZ0743
 HZ0743.The geoid height was determined by GEOID03.
 HZ0743
 HZ0743.The dynamic height is computed by dividing the NAVD 88
 HZ0743.geopotential number by the normal gravity value computed on the
 HZ0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0743.degrees latitude (g = 980.6199 gals.).
 HZ0743
 HZ0743.The modeled gravity was interpolated from observed gravity values.
 HZ0743
 HZ0743;                    North         East    Units  Estimated Accuracy
 HZ0743;SPC KY1Z     - 1,265,890.    1,578,750.      MT  (+/- 180 meters Scaled)
 HZ0743
 HZ0743                          SUPERSEDED SURVEY CONTROL
 HZ0743
 HZ0743  NGVD 29 (??/??/92)  257.960  (m)          846.32   (f) ADJ UNCH    2 0
 HZ0743
 HZ0743.Superseded values are not recommended for survey control.
 HZ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0743.See file dsdata.txt to determine how the superseded data were derived.
 HZ0743
 HZ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH873885(NAD 83)
 HZ0743_MARKER: DD = SURVEY DISK
 HZ0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0743_STAMPING: I 71 L 73 1964
 HZ0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0743+STABILITY: SURFACE MOTION
 HZ0743
 HZ0743  HISTORY     - Date     Condition        Report By
 HZ0743  HISTORY     - 1964     MONUMENTED       PAS
 HZ0743
 HZ0743                          STATION DESCRIPTION
 HZ0743
 HZ0743'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0743'2 MI N FROM GLENCOE.
 HZ0743'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0743'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, THENCE
 HZ0743'0.85 MILE WEST ALONG STATE HIGHWAY 455 TO THE MARK ON THE
 HZ0743'LEFT, 77 FEET NORTH OF THE NORTHEAST CORNER OF A SINGLE STORY
 HZ0743'FRAME HOUSE, 25 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 455,
 HZ0743'8 FEET EAST OF THE CENTER OF WALKWAY AT A GATE, 9.5 FEET SOUTHWEST
 HZ0743'OF A 12 INCH MULBERRY TREE, 2.0 FEET NORTH OF FENCE LINE, 1.9
 HZ0743'FEET NORTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HZ0743'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF CONCRETE
 HZ0743'POST PROJECTING 1 INCH AND ABOUT 3 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1730 ***********************************************************************
 HZ1730  DESIGNATION -  I71 L 74
 HZ1730  PID         -  HZ1730
 HZ1730  STATE/COUNTY-  KY/GALLATIN
 HZ1730  USGS QUAD   -  GLENCOE (1969)
 HZ1730
 HZ1730                         *CURRENT SURVEY CONTROL
 HZ1730  ___________________________________________________________________
 HZ1730* NAD 83(1986)-  38 43 41.     (N)    084 49 45.     (W)     SCALED    
 HZ1730* NAVD 88     -       217.707  (meters)     714.26   (feet)  ADJUSTED  
 HZ1730  ___________________________________________________________________
 HZ1730  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ1730  DYNAMIC HT  -         217.568 (meters)     713.80  (feet)  COMP
 HZ1730  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 HZ1730
 HZ1730  VERT ORDER  -  SECOND    CLASS 0
 HZ1730
 HZ1730.The horizontal coordinates were scaled from a topographic map and have
 HZ1730.an estimated accuracy of +/- 6 seconds.
 HZ1730
 HZ1730.The orthometric height was determined by differential leveling
 HZ1730.and adjusted by the National Geodetic Survey in June 1991..
 HZ1730
 HZ1730.The geoid height was determined by GEOID03.
 HZ1730
 HZ1730.The dynamic height is computed by dividing the NAVD 88
 HZ1730.geopotential number by the normal gravity value computed on the
 HZ1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1730.degrees latitude (g = 980.6199 gals.).
 HZ1730
 HZ1730.The modeled gravity was interpolated from observed gravity values.
 HZ1730
 HZ1730;                    North         East    Units  Estimated Accuracy
 HZ1730;SPC KY1Z     - 1,266,180.    1,580,070.      MT  (+/- 180 meters Scaled)
 HZ1730
 HZ1730                          SUPERSEDED SURVEY CONTROL
 HZ1730
 HZ1730  NGVD 29 (??/??/92)  217.903  (m)          714.90   (f) ADJ UNCH    2 0
 HZ1730
 HZ1730.Superseded values are not recommended for survey control.
 HZ1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1730.See file dsdata.txt to determine how the superseded data were derived.
 HZ1730
 HZ1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH887888(NAD 83)
 HZ1730_MARKER: DD = SURVEY DISK
 HZ1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1730_STAMPING: I 71 L 74 1964
 HZ1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1730+STABILITY: SURFACE MOTION
 HZ1730
 HZ1730  HISTORY     - Date     Condition        Report By
 HZ1730  HISTORY     - 1964     MONUMENTED       PAS
 HZ1730
 HZ1730                          STATION DESCRIPTION
 HZ1730
 HZ1730'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1730'5 MI N FROM GLENCOE.
 HZ1730'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ1730'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, ABOUT
 HZ1730'4.4 MILES SOUTH ALONG U.S. HIGHWAY 127 FROM THE JUNCTION OF U.S.
 HZ1730'HIGHWAY 42 AT THE MOUTH OF SUGAR CREEK.  THE MARK IS NEAR THE
 HZ1730'JUNCTION OF STATE HIGHWAY 455, 111 FEET SOUTHEAST OF A WOODEN
 HZ1730'STOP SIGN POST, 67 FEET SOUTHWEST OF A TELEPHONE POLE NUMBERED
 HZ1730'GA4659, 42 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 127,
 HZ1730'4 FEET NORTH OF FENCE CORNER, 1.7 FEET NORTHEAST OF METAL WITNESS
 HZ1730'POST AND SIGN IN FENCE LINE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ1730'BENCH MARK DISK SET IN THE TOP OF CONCRETE POST PROJECTING
 HZ1730'1 INCH AND ABOUT 3 FEET BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0745 ***********************************************************************
 HZ0745  DESIGNATION -  I71 L 75
 HZ0745  PID         -  HZ0745
 HZ0745  STATE/COUNTY-  KY/GALLATIN
 HZ0745  USGS QUAD   -  GLENCOE (1969)
 HZ0745
 HZ0745                         *CURRENT SURVEY CONTROL
 HZ0745  ___________________________________________________________________
 HZ0745* NAD 83(1986)-  38 44 35.     (N)    084 50 14.     (W)     SCALED    
 HZ0745* NAVD 88     -       184.611  (meters)     605.68   (feet)  ADJUSTED  
 HZ0745  ___________________________________________________________________
 HZ0745  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ0745  DYNAMIC HT  -         184.493 (meters)     605.29  (feet)  COMP
 HZ0745  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 HZ0745
 HZ0745  VERT ORDER  -  SECOND    CLASS 0
 HZ0745
 HZ0745.The horizontal coordinates were scaled from a topographic map and have
 HZ0745.an estimated accuracy of +/- 6 seconds.
 HZ0745
 HZ0745.The orthometric height was determined by differential leveling
 HZ0745.and adjusted by the National Geodetic Survey in June 1991..
 HZ0745
 HZ0745.The geoid height was determined by GEOID03.
 HZ0745
 HZ0745.The dynamic height is computed by dividing the NAVD 88
 HZ0745.geopotential number by the normal gravity value computed on the
 HZ0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0745.degrees latitude (g = 980.6199 gals.).
 HZ0745
 HZ0745.The modeled gravity was interpolated from observed gravity values.
 HZ0745
 HZ0745;                    North         East    Units  Estimated Accuracy
 HZ0745;SPC KY1Z     - 1,267,840.    1,579,360.      MT  (+/- 180 meters Scaled)
 HZ0745
 HZ0745                          SUPERSEDED SURVEY CONTROL
 HZ0745
 HZ0745  NGVD 29 (??/??/92)  184.807  (m)          606.32   (f) ADJ UNCH    2 0
 HZ0745
 HZ0745.Superseded values are not recommended for survey control.
 HZ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0745.See file dsdata.txt to determine how the superseded data were derived.
 HZ0745
 HZ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH879904(NAD 83)
 HZ0745_MARKER: DD = SURVEY DISK
 HZ0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0745_STAMPING: I 71 L 75 1964
 HZ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0745+STABILITY: SURFACE MOTION
 HZ0745
 HZ0745  HISTORY     - Date     Condition        Report By
 HZ0745  HISTORY     - 1964     MONUMENTED       PAS
 HZ0745
 HZ0745                          STATION DESCRIPTION
 HZ0745
 HZ0745'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0745'4.5 MI N FROM GLENCOE.
 HZ0745'ABOUT 2.2 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0745'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, ABOUT
 HZ0745'3.2 MILES SOUTH ALONG U.S. HIGHWAY 127 FROM THE JUNCTION OF
 HZ0745'U.S. HIGHWAY 42 AT THE MOUTH OF SUGAR CREEK, 113 FEET SOUTH OF
 HZ0745'A TELEPHONE POLE, 29 FEET EAST OF THE CENTER OF U.S. HIGHWAY 127,
 HZ0745'12 FEET NORTH OF THE CENTER OF GRAVEL PRIVATE ROAD, 5 FEET
 HZ0745'NORTHWEST OF A BOARD FENCE CORNER, 2.0 FEET WEST OF A FENCE LINE,
 HZ0745'1.4 FEET WEST OF A METAL WITNESS POST AND SIGN.  A KENTUCKY
 HZ0745'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF CONCRETE
 HZ0745'POST PROJECTING 2 INCHES AND ABOUT 2 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0746 ***********************************************************************
 HZ0746  DESIGNATION -  I71 L 76
 HZ0746  PID         -  HZ0746
 HZ0746  STATE/COUNTY-  KY/GALLATIN
 HZ0746  USGS QUAD   -  PATRIOT (1994)
 HZ0746
 HZ0746                         *CURRENT SURVEY CONTROL
 HZ0746  ___________________________________________________________________
 HZ0746* NAD 83(1986)-  38 45 25.     (N)    084 49 43.     (W)     SCALED    
 HZ0746* NAVD 88     -       162.367  (meters)     532.70   (feet)  ADJUSTED  
 HZ0746  ___________________________________________________________________
 HZ0746  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0746  DYNAMIC HT  -         162.264 (meters)     532.36  (feet)  COMP
 HZ0746  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 HZ0746
 HZ0746  VERT ORDER  -  SECOND    CLASS 0
 HZ0746
 HZ0746.The horizontal coordinates were scaled from a topographic map and have
 HZ0746.an estimated accuracy of +/- 6 seconds.
 HZ0746
 HZ0746.The orthometric height was determined by differential leveling
 HZ0746.and adjusted by the National Geodetic Survey in June 1991..
 HZ0746
 HZ0746.The geoid height was determined by GEOID03.
 HZ0746
 HZ0746.The dynamic height is computed by dividing the NAVD 88
 HZ0746.geopotential number by the normal gravity value computed on the
 HZ0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0746.degrees latitude (g = 980.6199 gals.).
 HZ0746
 HZ0746.The modeled gravity was interpolated from observed gravity values.
 HZ0746
 HZ0746;                    North         East    Units  Estimated Accuracy
 HZ0746;SPC KY1Z     - 1,269,390.    1,580,090.      MT  (+/- 180 meters Scaled)
 HZ0746
 HZ0746                          SUPERSEDED SURVEY CONTROL
 HZ0746
 HZ0746  NGVD 29 (??/??/92)  162.565  (m)          533.35   (f) ADJ UNCH    2 0
 HZ0746
 HZ0746.Superseded values are not recommended for survey control.
 HZ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0746.See file dsdata.txt to determine how the superseded data were derived.
 HZ0746
 HZ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH886920(NAD 83)
 HZ0746_MARKER: DD = SURVEY DISK
 HZ0746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0746_SP_SET: BRIDGE SEAT
 HZ0746_STAMPING: I 71 L 76 1964
 HZ0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0746
 HZ0746  HISTORY     - Date     Condition        Report By
 HZ0746  HISTORY     - 1964     MONUMENTED       PAS
 HZ0746
 HZ0746                          STATION DESCRIPTION
 HZ0746
 HZ0746'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0746'5 MI N FROM GLENCOE.
 HZ0746'ABOUT 3.3 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0746'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, ABOUT
 HZ0746'2.15 MILES SOUTH ALONG U.S. HIGHWAY 127 FROM THE JUNCTION OF
 HZ0746'U.S. HIGHWAY 42 AT THE MOUTH OF SUGAR CREEK.  THE MARK IS
 HZ0746'162 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SINGLE STORY
 HZ0746'FRAME HOUSE, 49 FEET EAST OF A 24 INCH SYCAMORE TREE, 54 FEET
 HZ0746'NORTHEAST OF AN INTERSECTION OF U.S. HIGHWAY 127 AND A GRAVEL DRIVEWAY
 HZ0746'EAST, 13 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 127.  A KENTUCKY
 HZ0746'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN A DRILL HOLE IN THE
 HZ0746'WEST END OF THE SOUTH BRIDGE SEAT OF A CONCRETE BRIDGE OVER
 HZ0746'BIG SUGAR CREEK AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0748 ***********************************************************************
 HZ0748  DESIGNATION -  I71 L 77
 HZ0748  PID         -  HZ0748
 HZ0748  STATE/COUNTY-  KY/GALLATIN
 HZ0748  USGS QUAD   -  PATRIOT (1994)
 HZ0748
 HZ0748                         *CURRENT SURVEY CONTROL
 HZ0748  ___________________________________________________________________
 HZ0748* NAD 83(1986)-  38 46 09.     (N)    084 49 04.     (W)     SCALED    
 HZ0748* NAVD 88     -       151.596  (meters)     497.36   (feet)  ADJUSTED  
 HZ0748  ___________________________________________________________________
 HZ0748  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0748  DYNAMIC HT  -         151.500 (meters)     497.05  (feet)  COMP
 HZ0748  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 HZ0748
 HZ0748  VERT ORDER  -  SECOND    CLASS 0
 HZ0748
 HZ0748.The horizontal coordinates were scaled from a topographic map and have
 HZ0748.an estimated accuracy of +/- 6 seconds.
 HZ0748
 HZ0748.The orthometric height was determined by differential leveling
 HZ0748.and adjusted by the National Geodetic Survey in June 1991..
 HZ0748
 HZ0748.The geoid height was determined by GEOID03.
 HZ0748
 HZ0748.The dynamic height is computed by dividing the NAVD 88
 HZ0748.geopotential number by the normal gravity value computed on the
 HZ0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0748.degrees latitude (g = 980.6199 gals.).
 HZ0748
 HZ0748.The modeled gravity was interpolated from observed gravity values.
 HZ0748
 HZ0748;                    North         East    Units  Estimated Accuracy
 HZ0748;SPC KY1Z     - 1,270,750.    1,581,020.      MT  (+/- 180 meters Scaled)
 HZ0748
 HZ0748                          SUPERSEDED SURVEY CONTROL
 HZ0748
 HZ0748  NGVD 29 (??/??/92)  151.795  (m)          498.01   (f) ADJ UNCH    2 0
 HZ0748
 HZ0748.Superseded values are not recommended for survey control.
 HZ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0748.See file dsdata.txt to determine how the superseded data were derived.
 HZ0748
 HZ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH895934(NAD 83)
 HZ0748_MARKER: DD = SURVEY DISK
 HZ0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0748_SP_SET: CULVERT
 HZ0748_STAMPING: I 71 L 77 1964
 HZ0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0748
 HZ0748  HISTORY     - Date     Condition        Report By
 HZ0748  HISTORY     - 1964     MONUMENTED       PAS
 HZ0748
 HZ0748                          STATION DESCRIPTION
 HZ0748
 HZ0748'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0748'5 MI N FROM GLENCOE.
 HZ0748'ABOUT 4.4 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0748'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, ABOUT 1.05
 HZ0748'MILES SOUTH ALONG U.S. HIGHWAY 127 FROM THE JUNCTION OF U.S.
 HZ0748'HIGHWAY 42, 43 FEET NORTHWEST OF TELEPHONE POLE NUMBER GA 3975,
 HZ0748'35 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SUGAR CREEK CHURCH
 HZ0748'OF CHRIST, 17 FEET EAST OF FENCE CORNER, 15 FEET NORTHWEST OF
 HZ0748'THE CENTER OF U.S. HIGHWAY 127.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0748'BENCH MARK DISK SET IN A DRILL HOLE IN THE CENTER OF WEST
 HZ0748'HEADWALL OF CONCRETE PIPE CULVERT UNDER THE HIGHWAY AND ABOUT
 HZ0748'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0749 ***********************************************************************
 HZ0749  DESIGNATION -  I71 L 78
 HZ0749  PID         -  HZ0749
 HZ0749  STATE/COUNTY-  KY/GALLATIN
 HZ0749  USGS QUAD   -  PATRIOT (1994)
 HZ0749
 HZ0749                         *CURRENT SURVEY CONTROL
 HZ0749  ___________________________________________________________________
 HZ0749* NAD 83(1986)-  38 45 15.     (N)    084 48 37.     (W)     SCALED    
 HZ0749* NAVD 88     -       168.651  (meters)     553.32   (feet)  ADJUSTED  
 HZ0749  ___________________________________________________________________
 HZ0749  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0749  DYNAMIC HT  -         168.544 (meters)     552.96  (feet)  COMP
 HZ0749  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 HZ0749
 HZ0749  VERT ORDER  -  SECOND    CLASS 0
 HZ0749
 HZ0749.The horizontal coordinates were scaled from a topographic map and have
 HZ0749.an estimated accuracy of +/- 6 seconds.
 HZ0749
 HZ0749.The orthometric height was determined by differential leveling
 HZ0749.and adjusted by the National Geodetic Survey in June 1991..
 HZ0749
 HZ0749.The geoid height was determined by GEOID03.
 HZ0749
 HZ0749.The dynamic height is computed by dividing the NAVD 88
 HZ0749.geopotential number by the normal gravity value computed on the
 HZ0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0749.degrees latitude (g = 980.6199 gals.).
 HZ0749
 HZ0749.The modeled gravity was interpolated from observed gravity values.
 HZ0749
 HZ0749;                    North         East    Units  Estimated Accuracy
 HZ0749;SPC KY1Z     - 1,269,090.    1,581,690.      MT  (+/- 180 meters Scaled)
 HZ0749
 HZ0749                          SUPERSEDED SURVEY CONTROL
 HZ0749
 HZ0749  NGVD 29 (??/??/92)  168.849  (m)          553.97   (f) ADJ UNCH    2 0
 HZ0749
 HZ0749.Superseded values are not recommended for survey control.
 HZ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0749.See file dsdata.txt to determine how the superseded data were derived.
 HZ0749
 HZ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH902917(NAD 83)
 HZ0749_MARKER: DD = SURVEY DISK
 HZ0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0749_STAMPING: I 71 L 78 1964
 HZ0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0749+STABILITY: SURFACE MOTION
 HZ0749
 HZ0749  HISTORY     - Date     Condition        Report By
 HZ0749  HISTORY     - 1964     MONUMENTED       PAS
 HZ0749
 HZ0749                          STATION DESCRIPTION
 HZ0749
 HZ0749'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0749'4 MI N FROM GLENCOE.
 HZ0749'ABOUT 3.8 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0749'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, THENCE
 HZ0749'0.85 MILE EAST ALONG BLACKTOP ROAD TO THE MARK ON THE RIGHT,
 HZ0749'76 FEET SOUTHEAST OF THE CENTER OF THE ROAD OVER CULVERT, 62
 HZ0749'FEET SOUTH OF THE SOUTHWEST CORNER OF A GARAGE, 40 FEET
 HZ0749'SOUTH OF THE CENTER OF PAVED ROAD, 15 FEET WEST OF THE CENTER
 HZ0749'OF GRAVEL DRIVEWAY, 4.8 FEET SOUTHWEST OF TELEPHONE POLE NUMBER
 HZ0749'GA3043, 2.0 FEET NORTH OF A METAL WITNESS POST AND SIGN.  A
 HZ0749'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP
 HZ0749'OF CONCRETE POST PROJECTING 1 INCH AND ABOUT 2 FEET BELOW THE
 HZ0749'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0750 ***********************************************************************
 HZ0750  DESIGNATION -  I71 L 79
 HZ0750  PID         -  HZ0750
 HZ0750  STATE/COUNTY-  KY/GALLATIN
 HZ0750  USGS QUAD   -  PATRIOT (1994)
 HZ0750
 HZ0750                         *CURRENT SURVEY CONTROL
 HZ0750  ___________________________________________________________________
 HZ0750* NAD 83(1986)-  38 45 32.     (N)    084 47 39.     (W)     SCALED    
 HZ0750* NAVD 88     -       258.097  (meters)     846.77   (feet)  ADJUSTED  
 HZ0750  ___________________________________________________________________
 HZ0750  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0750  DYNAMIC HT  -         257.934 (meters)     846.24  (feet)  COMP
 HZ0750  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 HZ0750
 HZ0750  VERT ORDER  -  SECOND    CLASS 0
 HZ0750
 HZ0750.The horizontal coordinates were scaled from a topographic map and have
 HZ0750.an estimated accuracy of +/- 6 seconds.
 HZ0750
 HZ0750.The orthometric height was determined by differential leveling
 HZ0750.and adjusted by the National Geodetic Survey in June 1991..
 HZ0750
 HZ0750.The geoid height was determined by GEOID03.
 HZ0750
 HZ0750.The dynamic height is computed by dividing the NAVD 88
 HZ0750.geopotential number by the normal gravity value computed on the
 HZ0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0750.degrees latitude (g = 980.6199 gals.).
 HZ0750
 HZ0750.The modeled gravity was interpolated from observed gravity values.
 HZ0750
 HZ0750;                    North         East    Units  Estimated Accuracy
 HZ0750;SPC KY1Z     - 1,269,630.    1,583,080.      MT  (+/- 180 meters Scaled)
 HZ0750
 HZ0750                          SUPERSEDED SURVEY CONTROL
 HZ0750
 HZ0750  NGVD 29 (??/??/92)  258.293  (m)          847.42   (f) ADJ UNCH    2 0
 HZ0750
 HZ0750.Superseded values are not recommended for survey control.
 HZ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0750.See file dsdata.txt to determine how the superseded data were derived.
 HZ0750
 HZ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH916923(NAD 83)
 HZ0750_MARKER: DD = SURVEY DISK
 HZ0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0750_STAMPING: I 71 L 79 1964
 HZ0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0750+STABILITY: SURFACE MOTION
 HZ0750
 HZ0750  HISTORY     - Date     Condition        Report By
 HZ0750  HISTORY     - 1964     MONUMENTED       PAS
 HZ0750
 HZ0750                          STATION DESCRIPTION
 HZ0750
 HZ0750'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0750'5 MI N FROM GLENCOE.
 HZ0750'ABOUT 3.8 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0750'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, THENCE
 HZ0750'1.8 MILES EAST ALONG BLACKTOP ROAD, 0.3 MILE WEST OF THE ROAD
 HZ0750'JUNCTION AT NAPOLEON, 73 FEET NORTH OF THE NORTH CORNER OF TEN
 HZ0750'MILE BAPTIST CHURCH, 45 FEET SOUTHWEST OF POWER POLE WITH
 HZ0750'TRANSFORMER, 40 FEET NORTH OF TELEPHONE POLE NUMBER GA4221,
 HZ0750'24 FEET NORTHWEST OF CENTER OF PAVED ROAD, 17 FEET WEST OF A 24
 HZ0750'INCH ELM TREE, 2.0 FEET SOUTH OF FENCE LINE, 1.3 FEET SOUTH OF METAL
 HZ0750'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ0750'MARK SET IN THE TOP OF CONCRETE POST AND PROJECTING 1 INCH AND
 HZ0750'ABOUT 2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0756 ***********************************************************************
 HZ0756  DESIGNATION -  I71 L 80
 HZ0756  PID         -  HZ0756
 HZ0756  STATE/COUNTY-  KY/GALLATIN
 HZ0756  USGS QUAD   -  PATRIOT (1994)
 HZ0756
 HZ0756                         *CURRENT SURVEY CONTROL
 HZ0756  ___________________________________________________________________
 HZ0756* NAD 83(1986)-  38 46 41.     (N)    084 45 47.     (W)     SCALED    
 HZ0756* NAVD 88     -       232.895  (meters)     764.09   (feet)  ADJUSTED  
 HZ0756  ___________________________________________________________________
 HZ0756  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0756  DYNAMIC HT  -         232.747 (meters)     763.60  (feet)  COMP
 HZ0756  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 HZ0756
 HZ0756  VERT ORDER  -  SECOND    CLASS 0
 HZ0756
 HZ0756.The horizontal coordinates were scaled from a topographic map and have
 HZ0756.an estimated accuracy of +/- 6 seconds.
 HZ0756
 HZ0756.The orthometric height was determined by differential leveling
 HZ0756.and adjusted by the National Geodetic Survey in June 1991..
 HZ0756
 HZ0756.The geoid height was determined by GEOID03.
 HZ0756
 HZ0756.The dynamic height is computed by dividing the NAVD 88
 HZ0756.geopotential number by the normal gravity value computed on the
 HZ0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0756.degrees latitude (g = 980.6199 gals.).
 HZ0756
 HZ0756.The modeled gravity was interpolated from observed gravity values.
 HZ0756
 HZ0756;                    North         East    Units  Estimated Accuracy
 HZ0756;SPC KY1Z     - 1,271,790.    1,585,760.      MT  (+/- 180 meters Scaled)
 HZ0756
 HZ0756                          SUPERSEDED SURVEY CONTROL
 HZ0756
 HZ0756  NGVD 29 (??/??/92)  233.093  (m)          764.74   (f) ADJ UNCH    2 0
 HZ0756
 HZ0756.Superseded values are not recommended for survey control.
 HZ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0756.See file dsdata.txt to determine how the superseded data were derived.
 HZ0756
 HZ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH943945(NAD 83)
 HZ0756_MARKER: DD = SURVEY DISK
 HZ0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0756_STAMPING: I 71 L 80 1964
 HZ0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0756+STABILITY: SURFACE MOTION
 HZ0756
 HZ0756  HISTORY     - Date     Condition        Report By
 HZ0756  HISTORY     - 1964     MONUMENTED       PAS
 HZ0756
 HZ0756                          STATION DESCRIPTION
 HZ0756
 HZ0756'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0756'7 MI NE FROM GLENCOE.
 HZ0756'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0756'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, THENCE
 HZ0756'4.4 MILES NORTHEAST ALONG STATE HIGHWAY 16 TO THE SMALL COMMUNITY
 HZ0756'OF NAPOLEON, THENCE 1.9 MILES NORTHEAST ALONG STATE HIGHWAY 16
 HZ0756'TO THE MARK ON THE RIGHT, 57 FEET SOUTHEAST OF AN 8 INCH WILD
 HZ0756'CHERRY, 27 FEET EAST OF THE CENTER OF HIGHWAY, 4.5 FEET WEST OF
 HZ0756'FENCE LINE, 3.0 FEET WEST OF TELEPHONE POLE NUMBER GA3777, 1.5
 HZ0756'FEET WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HZ0756'OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF CONCRETE POST
 HZ0756'PROJECTING 2 INCHES AND ABOUT 2 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0757 ***********************************************************************
 HZ0757  DESIGNATION -  I71 L 81
 HZ0757  PID         -  HZ0757
 HZ0757  STATE/COUNTY-  KY/GALLATIN
 HZ0757  USGS QUAD   -  PATRIOT (1994)
 HZ0757
 HZ0757                         *CURRENT SURVEY CONTROL
 HZ0757  ___________________________________________________________________
 HZ0757* NAD 83(1986)-  38 47 02.     (N)    084 45 09.     (W)     SCALED    
 HZ0757* NAVD 88     -       209.334  (meters)     686.79   (feet)  ADJUSTED  
 HZ0757  ___________________________________________________________________
 HZ0757  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0757  DYNAMIC HT  -         209.200 (meters)     686.35  (feet)  COMP
 HZ0757  MODELED GRAV-     979,986.5   (mgal)                       NAVD 88
 HZ0757
 HZ0757  VERT ORDER  -  SECOND    CLASS 0
 HZ0757
 HZ0757.The horizontal coordinates were scaled from a topographic map and have
 HZ0757.an estimated accuracy of +/- 6 seconds.
 HZ0757
 HZ0757.The orthometric height was determined by differential leveling
 HZ0757.and adjusted by the National Geodetic Survey in June 1991..
 HZ0757
 HZ0757.The geoid height was determined by GEOID03.
 HZ0757
 HZ0757.The dynamic height is computed by dividing the NAVD 88
 HZ0757.geopotential number by the normal gravity value computed on the
 HZ0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0757.degrees latitude (g = 980.6199 gals.).
 HZ0757
 HZ0757.The modeled gravity was interpolated from observed gravity values.
 HZ0757
 HZ0757;                    North         East    Units  Estimated Accuracy
 HZ0757;SPC KY1Z     - 1,272,450.    1,586,670.      MT  (+/- 180 meters Scaled)
 HZ0757
 HZ0757                          SUPERSEDED SURVEY CONTROL
 HZ0757
 HZ0757  NGVD 29 (??/??/92)  209.533  (m)          687.44   (f) ADJ UNCH    2 0
 HZ0757
 HZ0757.Superseded values are not recommended for survey control.
 HZ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0757.See file dsdata.txt to determine how the superseded data were derived.
 HZ0757
 HZ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH952951(NAD 83)
 HZ0757_MARKER: DD = SURVEY DISK
 HZ0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0757_SP_SET: CULVERT
 HZ0757_STAMPING: I 71 L 81 1964
 HZ0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0757
 HZ0757  HISTORY     - Date     Condition        Report By
 HZ0757  HISTORY     - 1964     MONUMENTED       PAS
 HZ0757
 HZ0757                          STATION DESCRIPTION
 HZ0757
 HZ0757'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0757'7 MI NE FROM GLENCOE.
 HZ0757'ABOUT 0.4 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0757'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, THENCE
 HZ0757'4.4 MILES NORTHEAST ALONG STATE HIGHWAY 16 TO THE SMALL COMMUNITY
 HZ0757'OF NAPOLEON, THENCE 2.6 MILES NORTHEAST ALONG STATE HIGHWAY 16
 HZ0757'TO A ROAD LEFT, THENCE 0.2 MILE NORTH ALONG BLACKTOP ROAD TO THE
 HZ0757'MARK ON THE RIGHT, 66 FEET EAST OF THE SOUTHEAST CORNER OF A
 HZ0757'SINGLE STORY FRAME HOUSE, 41 FEET SOUTHEAST OF A TWIN TRUNK
 HZ0757'HICKORY TREE IN FRONT YARD OF DWELLING, 37 FEET NORTHEAST OF
 HZ0757'AN 18 INCH WHITE WALNUT TREE, 10 FEET EAST OF CENTER OF ROAD,
 HZ0757'10 FEET WEST OF FENCE LINE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0757'BENCH MARK DISK SET IN A DRILL HOLE IN THE CENTER OF EAST
 HZ0757'HEADWALL OF CONCRETE PIPE CULVERT UNDER ROAD AND ABOUT 1 FOOT
 HZ0757'BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0758 ***********************************************************************
 HZ0758  DESIGNATION -  I71 L 82
 HZ0758  PID         -  HZ0758
 HZ0758  STATE/COUNTY-  KY/GALLATIN
 HZ0758  USGS QUAD   -  PATRIOT (1994)
 HZ0758
 HZ0758                         *CURRENT SURVEY CONTROL
 HZ0758  ___________________________________________________________________
 HZ0758* NAD 83(1986)-  38 47 58.     (N)    084 45 02.     (W)     SCALED    
 HZ0758* NAVD 88     -       182.850  (meters)     599.90   (feet)  ADJUSTED  
 HZ0758  ___________________________________________________________________
 HZ0758  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0758  DYNAMIC HT  -         182.734 (meters)     599.52  (feet)  COMP
 HZ0758  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 HZ0758
 HZ0758  VERT ORDER  -  SECOND    CLASS 0
 HZ0758
 HZ0758.The horizontal coordinates were scaled from a topographic map and have
 HZ0758.an estimated accuracy of +/- 6 seconds.
 HZ0758
 HZ0758.The orthometric height was determined by differential leveling
 HZ0758.and adjusted by the National Geodetic Survey in June 1991..
 HZ0758
 HZ0758.The geoid height was determined by GEOID03.
 HZ0758
 HZ0758.The dynamic height is computed by dividing the NAVD 88
 HZ0758.geopotential number by the normal gravity value computed on the
 HZ0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0758.degrees latitude (g = 980.6199 gals.).
 HZ0758
 HZ0758.The modeled gravity was interpolated from observed gravity values.
 HZ0758
 HZ0758;                    North         East    Units  Estimated Accuracy
 HZ0758;SPC KY1Z     - 1,274,170.    1,586,820.      MT  (+/- 180 meters Scaled)
 HZ0758
 HZ0758                          SUPERSEDED SURVEY CONTROL
 HZ0758
 HZ0758  NGVD 29 (??/??/92)  183.050  (m)          600.56   (f) ADJ UNCH    2 0
 HZ0758
 HZ0758.Superseded values are not recommended for survey control.
 HZ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0758.See file dsdata.txt to determine how the superseded data were derived.
 HZ0758
 HZ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH953969(NAD 83)
 HZ0758_MARKER: DD = SURVEY DISK
 HZ0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0758_SP_SET: CULVERT
 HZ0758_STAMPING: I 71 L 82 1964
 HZ0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0758
 HZ0758  HISTORY     - Date     Condition        Report By
 HZ0758  HISTORY     - 1964     MONUMENTED       PAS
 HZ0758
 HZ0758                          STATION DESCRIPTION
 HZ0758
 HZ0758'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0758'8 MI N FROM GLENCOE.
 HZ0758'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0758'OF LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, THENCE 4.4
 HZ0758'MILES NORTHEAST ALONG STATE HIGHWAY 16 TO THE SMALL COMMUNITY
 HZ0758'OF NAPOLEON, THENCE 2.6 MILES NORTHEAST ALONG STATE HIGHWAY 16
 HZ0758'TO A ROAD LEFT, THENCE 1.3 MILES NORTH ALONG BLACKTOP ROAD TO
 HZ0758'A ROAD JUNCTION RIGHT, 84 FEET NORTH OF THE NORTHWEST CORNER
 HZ0758'OF SINGLE STORY FRAME HOUSE, 54 FEET NORTHEAST OF THE NORTHEAST
 HZ0758'CORNER OF GARAGE, 22 FEET NORTHEAST OF THE JUNCTION OF BLACKTOP
 HZ0758'ROAD AND GRAVEL ROAD EAST, 16 FEET EAST OF THE CENTER OF BLACKTOP
 HZ0758'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 HZ0758'IN A DRILL HOLE IN THE CENTER OF THE EAST HEADWALL OF A 4 FOOT
 HZ0758'CONCRETE BOX CULVERT UNDER THE ROAD AND ABOUT LEVEL WITH THE
 HZ0758'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0766 ***********************************************************************
 HZ0766  DESIGNATION -  I71 L 84
 HZ0766  PID         -  HZ0766
 HZ0766  STATE/COUNTY-  KY/BOONE
 HZ0766  USGS QUAD   -  VERONA (1981)
 HZ0766
 HZ0766                         *CURRENT SURVEY CONTROL
 HZ0766  ___________________________________________________________________
 HZ0766* NAD 83(1986)-  38 49 15.     (N)    084 42 25.     (W)     SCALED    
 HZ0766* NAVD 88     -       204.937  (meters)     672.36   (feet)  ADJUSTED  
 HZ0766  ___________________________________________________________________
 HZ0766  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ0766  DYNAMIC HT  -         204.806 (meters)     671.93  (feet)  COMP
 HZ0766  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 HZ0766
 HZ0766  VERT ORDER  -  SECOND    CLASS 0
 HZ0766
 HZ0766.The horizontal coordinates were scaled from a topographic map and have
 HZ0766.an estimated accuracy of +/- 6 seconds.
 HZ0766
 HZ0766.The orthometric height was determined by differential leveling
 HZ0766.and adjusted by the National Geodetic Survey in June 1991..
 HZ0766
 HZ0766.The geoid height was determined by GEOID03.
 HZ0766
 HZ0766.The dynamic height is computed by dividing the NAVD 88
 HZ0766.geopotential number by the normal gravity value computed on the
 HZ0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0766.degrees latitude (g = 980.6199 gals.).
 HZ0766
 HZ0766.The modeled gravity was interpolated from observed gravity values.
 HZ0766
 HZ0766;                    North         East    Units  Estimated Accuracy
 HZ0766;SPC KY1Z     - 1,276,590.    1,590,590.      MT  (+/- 180 meters Scaled)
 HZ0766
 HZ0766                          SUPERSEDED SURVEY CONTROL
 HZ0766
 HZ0766  NGVD 29 (??/??/92)  205.138  (m)          673.02   (f) ADJ UNCH    2 0
 HZ0766
 HZ0766.Superseded values are not recommended for survey control.
 HZ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0766.See file dsdata.txt to determine how the superseded data were derived.
 HZ0766
 HZ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH990993(NAD 83)
 HZ0766_MARKER: DD = SURVEY DISK
 HZ0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0766_STAMPING: I-71 L-84 1964
 HZ0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0766+STABILITY: SURFACE MOTION
 HZ0766
 HZ0766  HISTORY     - Date     Condition        Report By
 HZ0766  HISTORY     - 1964     MONUMENTED       PAS
 HZ0766
 HZ0766                          STATION DESCRIPTION
 HZ0766
 HZ0766'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0766'3.5 MI NW FROM VERONA.
 HZ0766'ABOUT 2.1 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION
 HZ0766'OF STATE HIGHWAY 16 AT VERONA, THENCE 1.25 MILES SOUTHWEST ALONG
 HZ0766'GRAVEL ROAD (BROWN ROAD) TO THE MARK ON THE RIGHT, 81 FEET WEST
 HZ0766'OF THE SOUTHWEST CORNER OF A CONCRETE PLATFORM OVER CREEK, 23 FEET
 HZ0766'NORTHEAST OF A 12 INCH HICKORY TREE, 22 FEET SOUTHEAST OF A 24
 HZ0766'INCH SYCAMORE TREE, 18 FEET NORTH OF THE CENTER OF GRAVEL ROAD, 17
 HZ0766'FEET SOUTHWEST OF THE CENTER OF GRAVEL PRIVATE ROAD, 1.3 FEET EAST
 HZ0766'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0766'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 HZ0766'INCH AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0770 ***********************************************************************
 HZ0770  DESIGNATION -  I71 L 85
 HZ0770  PID         -  HZ0770
 HZ0770  STATE/COUNTY-  KY/BOONE
 HZ0770  USGS QUAD   -  VERONA (1981)
 HZ0770
 HZ0770                         *CURRENT SURVEY CONTROL
 HZ0770  ___________________________________________________________________
 HZ0770* NAD 83(1986)-  38 50 37.     (N)    084 40 47.     (W)     SCALED    
 HZ0770* NAVD 88     -       250.169  (meters)     820.76   (feet)  ADJUSTED  
 HZ0770  ___________________________________________________________________
 HZ0770  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0770  DYNAMIC HT  -         250.009 (meters)     820.24  (feet)  COMP
 HZ0770  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 HZ0770
 HZ0770  VERT ORDER  -  SECOND    CLASS 0
 HZ0770
 HZ0770.The horizontal coordinates were scaled from a topographic map and have
 HZ0770.an estimated accuracy of +/- 6 seconds.
 HZ0770
 HZ0770.The orthometric height was determined by differential leveling
 HZ0770.and adjusted by the National Geodetic Survey in June 1991..
 HZ0770
 HZ0770.The geoid height was determined by GEOID03.
 HZ0770
 HZ0770.The dynamic height is computed by dividing the NAVD 88
 HZ0770.geopotential number by the normal gravity value computed on the
 HZ0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0770.degrees latitude (g = 980.6199 gals.).
 HZ0770
 HZ0770.The modeled gravity was interpolated from observed gravity values.
 HZ0770
 HZ0770;                    North         East    Units  Estimated Accuracy
 HZ0770;SPC KY1Z     - 1,279,150.    1,592,920.      MT  (+/- 180 meters Scaled)
 HZ0770
 HZ0770                          SUPERSEDED SURVEY CONTROL
 HZ0770
 HZ0770  NGVD 29 (??/??/92)  250.370  (m)          821.42   (f) ADJ UNCH    2 0
 HZ0770
 HZ0770.Superseded values are not recommended for survey control.
 HZ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0770.See file dsdata.txt to determine how the superseded data were derived.
 HZ0770
 HZ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ013019(NAD 83)
 HZ0770_MARKER: DD = SURVEY DISK
 HZ0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0770_STAMPING: I-71 L-85 1964
 HZ0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0770+STABILITY: SURFACE MOTION
 HZ0770
 HZ0770  HISTORY     - Date     Condition        Report By
 HZ0770  HISTORY     - 1964     MONUMENTED       PAS
 HZ0770
 HZ0770                          STATION DESCRIPTION
 HZ0770
 HZ0770'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0770'3 MI NW FROM VERONA.
 HZ0770'ABOUT 1.95 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION
 HZ0770'OF STATE HIGHWAY 16 AT VERONA, THENCE 1.05 MILES NORTHEAST ALONG
 HZ0770'GRAVEL ROAD (POOLE ROAD) TO THE MARK ON THE LEFT, 74 FEET EAST
 HZ0770'OF THE NORTHEAST CORNER OF A SINGLE STORY FRAME HOUSE, 23 FEET
 HZ0770'NORTHWEST OF THE CENTER OF GRAVEL ROAD, 9 FEET NORTHEAST OF THE
 HZ0770'CENTER OF DRIVEWAY, 2.9 FEET SOUTHEAST OF TELEPHONE POLE AND 2.3
 HZ0770'FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HZ0770'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A
 HZ0770'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0771 ***********************************************************************
 HZ0771  DESIGNATION -  I71 L 86
 HZ0771  PID         -  HZ0771
 HZ0771  STATE/COUNTY-  KY/BOONE
 HZ0771  USGS QUAD   -  VERONA (1981)
 HZ0771
 HZ0771                         *CURRENT SURVEY CONTROL
 HZ0771  ___________________________________________________________________
 HZ0771* NAD 83(1986)-  38 50 54.     (N)    084 39 50.     (W)     SCALED    
 HZ0771* NAVD 88     -       198.193  (meters)     650.24   (feet)  ADJUSTED  
 HZ0771  ___________________________________________________________________
 HZ0771  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0771  DYNAMIC HT  -         198.066 (meters)     649.82  (feet)  COMP
 HZ0771  MODELED GRAV-     979,980.3   (mgal)                       NAVD 88
 HZ0771
 HZ0771  VERT ORDER  -  SECOND    CLASS 0
 HZ0771
 HZ0771.The horizontal coordinates were scaled from a topographic map and have
 HZ0771.an estimated accuracy of +/- 6 seconds.
 HZ0771
 HZ0771.The orthometric height was determined by differential leveling
 HZ0771.and adjusted by the National Geodetic Survey in June 1991..
 HZ0771
 HZ0771.The geoid height was determined by GEOID03.
 HZ0771
 HZ0771.The dynamic height is computed by dividing the NAVD 88
 HZ0771.geopotential number by the normal gravity value computed on the
 HZ0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0771.degrees latitude (g = 980.6199 gals.).
 HZ0771
 HZ0771.The modeled gravity was interpolated from observed gravity values.
 HZ0771
 HZ0771;                    North         East    Units  Estimated Accuracy
 HZ0771;SPC KY1Z     - 1,279,690.    1,594,290.      MT  (+/- 180 meters Scaled)
 HZ0771
 HZ0771                          SUPERSEDED SURVEY CONTROL
 HZ0771
 HZ0771  NGVD 29 (??/??/92)  198.396  (m)          650.90   (f) ADJ UNCH    2 0
 HZ0771
 HZ0771.Superseded values are not recommended for survey control.
 HZ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0771.See file dsdata.txt to determine how the superseded data were derived.
 HZ0771
 HZ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ027025(NAD 83)
 HZ0771_MARKER: DD = SURVEY DISK
 HZ0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0771_STAMPING: I-71 L-86 1964
 HZ0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0771+STABILITY: SURFACE MOTION
 HZ0771
 HZ0771  HISTORY     - Date     Condition        Report By
 HZ0771  HISTORY     - 1964     MONUMENTED       PAS
 HZ0771
 HZ0771                          STATION DESCRIPTION
 HZ0771
 HZ0771'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0771'3 MI N FROM VERONA.
 HZ0771'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAYS 14 AND 16 FROM THE
 HZ0771'JUNCTION OF U.S. HIGHWAY 25 AT WALTON (S. MAIN AND NEEDMORE
 HZ0771'STREETS), THENCE 2.45 MILES WEST ALONG STEPHENSON MILL ROAD TO A
 HZ0771'DIRT ROAD RIGHT, THENCE 0.2 MILE SOUTHWEST ALONG DIRT ROAD TO THE
 HZ0771'MARK ON THE LEFT, 92 FEET SOUTH OF POINT WHERE ROAD CROSSES OLD
 HZ0771'ROCK WALL, 82 FEET NORTHEAST OF A TRIPLE TRUNK OAK TREE, 13 FEET
 HZ0771'SOUTHEAST OF CENTER OF DIRT ROAD AND 1.9 FEET NORTHWEST OF METAL
 HZ0771'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ0771'MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 HZ0771'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0772 ***********************************************************************
 HZ0772  DESIGNATION -  I71 L 87
 HZ0772  PID         -  HZ0772
 HZ0772  STATE/COUNTY-  KY/BOONE
 HZ0772  USGS QUAD   -  VERONA (1981)
 HZ0772
 HZ0772                         *CURRENT SURVEY CONTROL
 HZ0772  ___________________________________________________________________
 HZ0772* NAD 83(1986)-  38 51 15.     (N)    084 39 29.     (W)     SCALED    
 HZ0772* NAVD 88     -       220.251  (meters)     722.61   (feet)  ADJUSTED  
 HZ0772  ___________________________________________________________________
 HZ0772  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0772  DYNAMIC HT  -         220.109 (meters)     722.14  (feet)  COMP
 HZ0772  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 HZ0772
 HZ0772  VERT ORDER  -  SECOND    CLASS 0
 HZ0772
 HZ0772.The horizontal coordinates were scaled from a topographic map and have
 HZ0772.an estimated accuracy of +/- 6 seconds.
 HZ0772
 HZ0772.The orthometric height was determined by differential leveling
 HZ0772.and adjusted by the National Geodetic Survey in June 1991..
 HZ0772
 HZ0772.The geoid height was determined by GEOID03.
 HZ0772
 HZ0772.The dynamic height is computed by dividing the NAVD 88
 HZ0772.geopotential number by the normal gravity value computed on the
 HZ0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0772.degrees latitude (g = 980.6199 gals.).
 HZ0772
 HZ0772.The modeled gravity was interpolated from observed gravity values.
 HZ0772
 HZ0772;                    North         East    Units  Estimated Accuracy
 HZ0772;SPC KY1Z     - 1,280,340.    1,594,790.      MT  (+/- 180 meters Scaled)
 HZ0772
 HZ0772                          SUPERSEDED SURVEY CONTROL
 HZ0772
 HZ0772  NGVD 29 (??/??/92)  220.452  (m)          723.27   (f) ADJ UNCH    2 0
 HZ0772
 HZ0772.Superseded values are not recommended for survey control.
 HZ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0772.See file dsdata.txt to determine how the superseded data were derived.
 HZ0772
 HZ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ032032(NAD 83)
 HZ0772_MARKER: DD = SURVEY DISK
 HZ0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0772_STAMPING: I-71 L-87 1964
 HZ0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0772+STABILITY: SURFACE MOTION
 HZ0772
 HZ0772  HISTORY     - Date     Condition        Report By
 HZ0772  HISTORY     - 1964     MONUMENTED       PAS
 HZ0772
 HZ0772                          STATION DESCRIPTION
 HZ0772
 HZ0772'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0772'3 MI W FROM WALTON.
 HZ0772'ABOUT 0.75 MILES WEST ALONG STATE HIGHWAYS 14 AND 16 FROM THE
 HZ0772'JUNCTION OF U.S. HIGHWAY 25 AT WALTON (S. MAIN AND NEEDMORE
 HZ0772'STREETS), THENCE 2.05 MILES WEST ALONG STEPHENSON MILL ROAD TO THE
 HZ0772'MARK ON THE LEFT OPPOSITE A GRAVEL ROAD RIGHT, 64 FEET EAST OF THE
 HZ0772'CENTER OF ROAD OVER A 4 FOOT METAL PIPE UNDER THE ROAD, 25 FEET
 HZ0772'EAST-SOUTHEAST OF THE JUNCTION OF ROAD AND PRIVATE GRAVEL ROAD
 HZ0772'LEADING NORTH, 16 FEET SOUTH OF CENTER OF ROAD, 1.0 FEET NORTH
 HZ0772'OF FENCE LINE AND 1.6 FEET WEST OF METAL WITNESS POST AND SIGN.
 HZ0772'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP
 HZ0772'OF A CONCRETE POST PROJECTING 1 INCH AND ABOUT LEVEL WITH THE
 HZ0772'ROAD JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0773 ***********************************************************************
 HZ0773  DESIGNATION -  I71 L 88
 HZ0773  PID         -  HZ0773
 HZ0773  STATE/COUNTY-  KY/BOONE
 HZ0773  USGS QUAD   -  VERONA (1981)
 HZ0773
 HZ0773                         *CURRENT SURVEY CONTROL
 HZ0773  ___________________________________________________________________
 HZ0773* NAD 83(1986)-  38 51 36.     (N)    084 38 48.     (W)     SCALED    
 HZ0773* NAVD 88     -       262.169  (meters)     860.13   (feet)  ADJUSTED  
 HZ0773  ___________________________________________________________________
 HZ0773  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0773  DYNAMIC HT  -         262.000 (meters)     859.58  (feet)  COMP
 HZ0773  MODELED GRAV-     979,979.2   (mgal)                       NAVD 88
 HZ0773
 HZ0773  VERT ORDER  -  SECOND    CLASS 0
 HZ0773
 HZ0773.The horizontal coordinates were scaled from a topographic map and have
 HZ0773.an estimated accuracy of +/- 6 seconds.
 HZ0773
 HZ0773.The orthometric height was determined by differential leveling
 HZ0773.and adjusted by the National Geodetic Survey in June 1991..
 HZ0773
 HZ0773.The geoid height was determined by GEOID03.
 HZ0773
 HZ0773.The dynamic height is computed by dividing the NAVD 88
 HZ0773.geopotential number by the normal gravity value computed on the
 HZ0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0773.degrees latitude (g = 980.6199 gals.).
 HZ0773
 HZ0773.The modeled gravity was interpolated from observed gravity values.
 HZ0773
 HZ0773;                    North         East    Units  Estimated Accuracy
 HZ0773;SPC KY1Z     - 1,281,000.    1,595,770.      MT  (+/- 180 meters Scaled)
 HZ0773
 HZ0773                          SUPERSEDED SURVEY CONTROL
 HZ0773
 HZ0773  NGVD 29 (??/??/92)  262.369  (m)          860.79   (f) ADJ UNCH    2 0
 HZ0773
 HZ0773.Superseded values are not recommended for survey control.
 HZ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0773.See file dsdata.txt to determine how the superseded data were derived.
 HZ0773
 HZ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ041038(NAD 83)
 HZ0773_MARKER: DD = SURVEY DISK
 HZ0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0773_STAMPING: I-71 L-88 1964
 HZ0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0773+STABILITY: SURFACE MOTION
 HZ0773
 HZ0773  HISTORY     - Date     Condition        Report By
 HZ0773  HISTORY     - 1964     MONUMENTED       PAS
 HZ0773  HISTORY     - 1986     GOOD             LOCSUR
 HZ0773
 HZ0773                          STATION DESCRIPTION
 HZ0773
 HZ0773'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0773'2 MI N FROM VERONA.
 HZ0773'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAYS 14 AND 16 FROM THE
 HZ0773'JUNCTION OF U.S. HIGHWAY 25 AT WALTON (S. MAIN AND NEEDMORE
 HZ0773'STREETS), THENCE 1.2 MILES WEST ALONG STEPHENSON MILL ROAD TO A
 HZ0773'GRAVEL ROAD RIGHT, THENCE 0.2 MILE NORTHWEST ALONG GRAVEL ROAD
 HZ0773'TO THE MARK ON THE RIGHT AT THE NORTHWEST CORNER OF A BARN, 48
 HZ0773'FEET NORTH OF A TELEPHONE POLE, 34 FEET NORTHEAST OF A BOARD
 HZ0773'FENCE, 17 FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 6.0
 HZ0773'FEET WEST OF THE NORTHWEST CORNER OF BARN, 1.5 FEET SOUTHWEST OF
 HZ0773'FENCE LINE AND 1.6 FEET WEST OF METAL WITNESS POST AND SIGN.
 HZ0773'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP
 HZ0773'OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 2 FEET ABOVE THE
 HZ0773'LEVEL OF THE ROAD.
 HZ0773
 HZ0773                          STATION RECOVERY (1986)
 HZ0773
 HZ0773'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (BZ)
 HZ0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0774 ***********************************************************************
 HZ0774  DESIGNATION -  I71 L 89
 HZ0774  PID         -  HZ0774
 HZ0774  STATE/COUNTY-  KY/BOONE
 HZ0774  USGS QUAD   -  VERONA (1981)
 HZ0774
 HZ0774                         *CURRENT SURVEY CONTROL
 HZ0774  ___________________________________________________________________
 HZ0774* NAD 83(1986)-  38 51 22.     (N)    084 38 09.     (W)     SCALED    
 HZ0774* NAVD 88     -       236.592  (meters)     776.22   (feet)  ADJUSTED  
 HZ0774  ___________________________________________________________________
 HZ0774  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ0774  DYNAMIC HT  -         236.440 (meters)     775.72  (feet)  COMP
 HZ0774  MODELED GRAV-     979,978.3   (mgal)                       NAVD 88
 HZ0774
 HZ0774  VERT ORDER  -  SECOND    CLASS 0
 HZ0774
 HZ0774.The horizontal coordinates were scaled from a topographic map and have
 HZ0774.an estimated accuracy of +/- 6 seconds.
 HZ0774
 HZ0774.The orthometric height was determined by differential leveling
 HZ0774.and adjusted by the National Geodetic Survey in June 1991..
 HZ0774
 HZ0774.The geoid height was determined by GEOID03.
 HZ0774
 HZ0774.The dynamic height is computed by dividing the NAVD 88
 HZ0774.geopotential number by the normal gravity value computed on the
 HZ0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0774.degrees latitude (g = 980.6199 gals.).
 HZ0774
 HZ0774.The modeled gravity was interpolated from observed gravity values.
 HZ0774
 HZ0774;                    North         East    Units  Estimated Accuracy
 HZ0774;SPC KY1Z     - 1,280,580.    1,596,710.      MT  (+/- 180 meters Scaled)
 HZ0774
 HZ0774                          SUPERSEDED SURVEY CONTROL
 HZ0774
 HZ0774  NGVD 29 (??/??/92)  236.794  (m)          776.88   (f) ADJ UNCH    2 0
 HZ0774
 HZ0774.Superseded values are not recommended for survey control.
 HZ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0774.See file dsdata.txt to determine how the superseded data were derived.
 HZ0774
 HZ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ051034(NAD 83)
 HZ0774_MARKER: DD = SURVEY DISK
 HZ0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0774_STAMPING: I-71 L-89 1964
 HZ0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0774+STABILITY: SURFACE MOTION
 HZ0774
 HZ0774  HISTORY     - Date     Condition        Report By
 HZ0774  HISTORY     - 1964     MONUMENTED       PAS
 HZ0774
 HZ0774                          STATION DESCRIPTION
 HZ0774
 HZ0774'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0774'1.5 MI NE FROM VERONA.
 HZ0774'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAYS 14 AND 16 FROM THE
 HZ0774'JUNCTION OF U.S. HIGHWAY 25 AT WALTON (S. MAIN AND NEEDMORE
 HZ0774'STREETS), THENCE 0.65 MILE WEST ALONG STEPHENSON MILL ROAD TO
 HZ0774'THE MARK ON THE LEFT, 64 FEET SOUTHWEST OF A 30 INCH SYCAMORE
 HZ0774'TREE, 23 FEET SOUTHWEST OF THE CENTER OF A PRIVATE GRAVEL ROAD,
 HZ0774'15 FEET SOUTH-SOUTHEAST OF THE CENTER OF A PAVED ROAD, 1.7 FEET
 HZ0774'NORTH OF FENCE LINE AND 1.5 FEET WEST OF METAL WITNESS POST AND
 HZ0774'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HZ0774'THE TOP OF A CONCRETE POST PROJECTING 1 INCH AND ABOUT LEVEL WITH
 HZ0774'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1547 ***********************************************************************
 HZ1547  DESIGNATION -  I71 L 9
 HZ1547  PID         -  HZ1547
 HZ1547  STATE/COUNTY-  KY/JEFFERSON
 HZ1547  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1547
 HZ1547                         *CURRENT SURVEY CONTROL
 HZ1547  ___________________________________________________________________
 HZ1547* NAD 83(1986)-  38 17 51.     (N)    085 37 39.     (W)     SCALED    
 HZ1547* NAVD 88     -       157.946  (meters)     518.19   (feet)  ADJUSTED  
 HZ1547  ___________________________________________________________________
 HZ1547  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1547  DYNAMIC HT  -         157.839 (meters)     517.84  (feet)  COMP
 HZ1547  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 HZ1547
 HZ1547  VERT ORDER  -  SECOND    CLASS 0
 HZ1547
 HZ1547.The horizontal coordinates were scaled from a topographic map and have
 HZ1547.an estimated accuracy of +/- 6 seconds.
 HZ1547
 HZ1547.The orthometric height was determined by differential leveling
 HZ1547.and adjusted by the National Geodetic Survey in June 1991..
 HZ1547
 HZ1547.The geoid height was determined by GEOID03.
 HZ1547
 HZ1547.The dynamic height is computed by dividing the NAVD 88
 HZ1547.geopotential number by the normal gravity value computed on the
 HZ1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1547.degrees latitude (g = 980.6199 gals.).
 HZ1547
 HZ1547.The modeled gravity was interpolated from observed gravity values.
 HZ1547
 HZ1547;                    North         East    Units  Estimated Accuracy
 HZ1547;SPC KY1Z     - 1,218,000.    1,510,720.      MT  (+/- 180 meters Scaled)
 HZ1547
 HZ1547                          SUPERSEDED SURVEY CONTROL
 HZ1547
 HZ1547  NGVD 29 (??/??/92)  158.100  (m)          518.70   (f) ADJ UNCH    2 0
 HZ1547
 HZ1547.Superseded values are not recommended for survey control.
 HZ1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1547.See file dsdata.txt to determine how the superseded data were derived.
 HZ1547
 HZ1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH200397(NAD 83)
 HZ1547_MARKER: DD = SURVEY DISK
 HZ1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1547_STAMPING: I71-L9-1960
 HZ1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1547+STABILITY: SURFACE MOTION
 HZ1547
 HZ1547  HISTORY     - Date     Condition        Report By
 HZ1547  HISTORY     - 1960     MONUMENTED       PAS
 HZ1547  HISTORY     - 1981     GOOD             KYDT
 HZ1547
 HZ1547                          STATION DESCRIPTION
 HZ1547
 HZ1547'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1547'3.9 MI NE FROM ST MATTHEWS.
 HZ1547'ABOUT 1.5 MILES NORTHWEST ALONG HUBBARDS LANE FROM THE INTERSECTION
 HZ1547'OF HUBBARDS LANE AND SHELBYVILLE ROAD (U.S. HIGHWAY 60) ON THE
 HZ1547'EAST SIDE OF ST. MATTHEWS, THENCE ABOUT 2.4 MILES NORTHEAST ALONG
 HZ1547'U.S. HIGHWAY 42, 44 FEET SOUTH SOUTHEAST OF INTERSECTION OF U.S.
 HZ1547'HIGHWAY 42 AND MT. RAINIER DRIVE, 27 FEET SOUTH SOUTHWEST OF CENTER
 HZ1547'OF DRIVE, 23.5 FEET EAST OF CENTER OF NORTH-BOUND LANE, AND 18.9
 HZ1547'FEET WEST OF A METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HZ1547'OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A CONCRETE CYLINDER
 HZ1547'PROJECTING 4 INCHES AND STAMPED I71-L9-1960.
 HZ1547
 HZ1547                          STATION RECOVERY (1981)
 HZ1547
 HZ1547'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0775 ***********************************************************************
 HZ0775  DESIGNATION -  I71 L 90
 HZ0775  PID         -  HZ0775
 HZ0775  STATE/COUNTY-  KY/BOONE
 HZ0775  USGS QUAD   -  WALTON (1984)
 HZ0775
 HZ0775                         *CURRENT SURVEY CONTROL
 HZ0775  ___________________________________________________________________
 HZ0775* NAD 83(1986)-  38 51 32.     (N)    084 37 24.     (W)     SCALED    
 HZ0775* NAVD 88     -       268.273  (meters)     880.16   (feet)  ADJUSTED  
 HZ0775  ___________________________________________________________________
 HZ0775  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ0775  DYNAMIC HT  -         268.100 (meters)     879.59  (feet)  COMP
 HZ0775  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 HZ0775
 HZ0775  VERT ORDER  -  SECOND    CLASS 0
 HZ0775
 HZ0775.The horizontal coordinates were scaled from a topographic map and have
 HZ0775.an estimated accuracy of +/- 6 seconds.
 HZ0775
 HZ0775.The orthometric height was determined by differential leveling
 HZ0775.and adjusted by the National Geodetic Survey in June 1991..
 HZ0775
 HZ0775.The geoid height was determined by GEOID03.
 HZ0775
 HZ0775.The dynamic height is computed by dividing the NAVD 88
 HZ0775.geopotential number by the normal gravity value computed on the
 HZ0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0775.degrees latitude (g = 980.6199 gals.).
 HZ0775
 HZ0775.The modeled gravity was interpolated from observed gravity values.
 HZ0775
 HZ0775;                    North         East    Units  Estimated Accuracy
 HZ0775;SPC KY1Z     - 1,280,900.    1,597,800.      MT  (+/- 180 meters Scaled)
 HZ0775
 HZ0775                          SUPERSEDED SURVEY CONTROL
 HZ0775
 HZ0775  NGVD 29 (??/??/92)  268.473  (m)          880.82   (f) ADJ UNCH    2 0
 HZ0775
 HZ0775.Superseded values are not recommended for survey control.
 HZ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0775.See file dsdata.txt to determine how the superseded data were derived.
 HZ0775
 HZ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ062038(NAD 83)
 HZ0775_MARKER: DD = SURVEY DISK
 HZ0775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0775_SP_SET: SIDEWALK
 HZ0775_STAMPING: I-71 L-90 1964
 HZ0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0775
 HZ0775  HISTORY     - Date     Condition        Report By
 HZ0775  HISTORY     - 1964     MONUMENTED       PAS
 HZ0775
 HZ0775                          STATION DESCRIPTION
 HZ0775
 HZ0775'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0775'0.7 MI W FROM WALTON.
 HZ0775'ABOUT 0.70 MILE WEST ALONG STATE HIGHWAYS 14 AND 16 FROM THE
 HZ0775'JUNCTION OF U.S. HIGHWAY 25 AT WALTON (S. MAIN AND NEEDMORE
 HZ0775'STREETS) TO THE WEST END OF OVERPASS OVER I-75, 39 FEET SOUTHWEST
 HZ0775'OF THE CENTER OF SOUTH BOUND LANE OF I-75, 18 FEET SOUTHEAST OF
 HZ0775'THE CENTER OF STATE HIGHWAYS 14 AND 16, 29 FEET WEST-NORTHWEST
 HZ0775'OF THE WEST END OF ALUMINUM GUARDRAIL ALONG SOUTH SIDE OF OVERPASS.
 HZ0775'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN A DRILL
 HZ0775'HOLE IN THE CENTER OF THE WEST END OF SOUTH SIDEWALK OF THE
 HZ0775'OVERPASS AND ABOUT 20 FEET ABOVE THE LEVEL OF THE SOUTH BOUND
 HZ0775'LANE OF I-75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2100 ***********************************************************************
 HZ2100  DESIGNATION -  I71 T 10
 HZ2100  PID         -  HZ2100
 HZ2100  STATE/COUNTY-  KY/OLDHAM
 HZ2100  USGS QUAD   -  CRESTWOOD (1993)
 HZ2100
 HZ2100                         *CURRENT SURVEY CONTROL
 HZ2100  ___________________________________________________________________
 HZ2100* NAD 83(1993)-  38 22 11.76137(N)    085 25 12.17091(W)     ADJUSTED  
 HZ2100* NAVD 88     -       253.0    (meters)     830.     (feet)  VERTCON   
 HZ2100  ___________________________________________________________________
 HZ2100  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HZ2100  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HZ2100
 HZ2100  HORZ ORDER  -  SECOND
 HZ2100
 HZ2100.The horizontal coordinates were established by classical geodetic methods
 HZ2100.and adjusted by the National Geodetic Survey in December 1995..
 HZ2100
 HZ2100.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2100
 HZ2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2100
 HZ2100.The geoid height was determined by GEOID03.
 HZ2100
 HZ2100;                    North         East     Units Scale Factor Converg.
 HZ2100;SPC KY1Z     - 1,226,081.288 1,528,832.623   MT  0.99994196   +0 12 09.3
 HZ2100;SPC KY1Z     - 4,022,568.36  5,015,845.03   sFT  0.99994196   +0 12 09.3
 HZ2100;SPC KY N     -    97,209.331   397,756.722   MT  0.99996352   -0 43 40.3
 HZ2100;SPC KY N     -   318,927.61  1,304,973.51   sFT  0.99996352   -0 43 40.3
 HZ2100;UTM  16      - 4,248,042.645   638,019.945   MT  0.99983460   +0 58 51.2
 HZ2100
 HZ2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2100!SPC KY1Z     -   0.99996554  x   0.99994196  =   0.99990750
 HZ2100!SPC KY N     -   0.99996554  x   0.99996352  =   0.99992906
 HZ2100!UTM  16      -   0.99996554  x   0.99983460  =   0.99980014
 HZ2100
 HZ2100:                Primary Azimuth Mark                     Grid Az
 HZ2100:SPC KY1Z     -  LA GRANGE MUNICIPAL TANK                 040 21 24.5
 HZ2100:SPC KY N     -  LA GRANGE MUNICIPAL TANK                 041 17 14.1
 HZ2100:UTM  16      -  LA GRANGE MUNICIPAL TANK                 039 34 42.6
 HZ2100
 HZ2100|---------------------------------------------------------------------|
 HZ2100| PID    Reference Object                     Distance      Geod. Az  |
 HZ2100|                                                           dddmmss.s |
 HZ2100| HZ2111 LA GRANGE MUNICIPAL TANK            APPROX. 5.6 KM 0403333.8 |
 HZ2100| CG8127 I71 T 10 RM 1                        16.789 METERS 16306     |
 HZ2100| CG8126 I71 T 10 AZ MK                                     2331239.4 |
 HZ2100| CG8128 I71 T 10 RM 2                        32.990 METERS 25740     |
 HZ2100| HZ2106 BUCKNER CLAYTON LAMBERT CO TK       APPROX. 2.3 KM 3241334.2 |
 HZ2100|---------------------------------------------------------------------|
 HZ2100
 HZ2100                          SUPERSEDED SURVEY CONTROL
 HZ2100
 HZ2100  NAD 83(1986)-  38 22 11.76509(N)    085 25 12.17865(W) AD(       ) 2
 HZ2100  NAD 27      -  38 22 11.53174(N)    085 25 12.33418(W) AD(       ) 2
 HZ2100  NGVD 29 (07/19/86)  253.2    (m)          831.     (f) VERT ANG       
 HZ2100
 HZ2100.Superseded values are not recommended for survey control.
 HZ2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2100.See file dsdata.txt to determine how the superseded data were derived.
 HZ2100
 HZ2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3802048043(NAD 83)
 HZ2100_MARKER: DD = SURVEY DISK
 HZ2100_SETTING: 0 = UNSPECIFIED SETTING
 HZ2100
 HZ2100  HISTORY     - Date     Condition        Report By
 HZ2100  HISTORY     - 1961     MONUMENTED       KYHD
 HZ2100
 HZ2100                          STATION DESCRIPTION
 HZ2100
 HZ2100'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 HZ2100'STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF LAGRANGE, ABOUT 1.5
 HZ2100'MILES SOUTHEAST OF BUCKNER AND ON LAND OWNED BY MR. LEO H.
 HZ2100'BROWN.
 HZ2100'
 HZ2100'TO REACH THE STATION FROM THE OLDHAM COUNTY COURT HOUSE IN LAGRANGE,
 HZ2100'GO SOUTHWEST ON STATE HIGHWAY 146 FOR 3.4 MI.  TO JUNCTION WITH
 HZ2100'STATE HIGHWAY NO. 393. TURN LEFT AND GO SOUTHEAST ON HIGHWAY NO. 393
 HZ2100'FOR 1.3 MILES TO A GRAVEL ROAD LEFT. TURN LEFT AND GO EAST ON
 HZ2100'GRAVEL ROAD FOR 0.25 MILE TO MR. BROWNS RESIDENCE ON THE LEFT. TURN
 HZ2100'LEFT AND GO NORTH FOR 0.05 MILE TO STATION.
 HZ2100'
 HZ2100'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD ON HIGHWAY 393
 HZ2100'FOR 0.05 MILE TO MARK ON THE LEFT.
 HZ2100'
 HZ2100'STATION MARK IS LOCATED ABOUT 150 FEET NORTH OF MR. BROWNS
 HZ2100'RESIDENCE, 46 FEET NORTH-NORTHWEST OF A FENCE CORNER, 2.5 FEET
 HZ2100'SOUTHEAST OF A METAL WITNESS POST AND SIGN, 1.4 FEET EAST OF WIRE
 HZ2100'FENCE. THE MARK IS 12 INCHES BELOW SURFACE OF GROUND AND THE DISK
 HZ2100'IS STAMPED I71-T10-1961.
 HZ2100'
 HZ2100'R.M. NO. 1 IS 15 FEET NORTH-NORTHWEST OF AN 8 INCH TWIN TRUNK
 HZ2100'HACKBERRY TREE, 9 FEET SOUTHEAST OF FENCE CORNER AND 1.0 FOOT
 HZ2100'NORTH OF THE NORTHEAST CORNER OF A SMALL CONCRETE BLOCK OUT-BUILDING.
 HZ2100'THE MARK IS FLUSH AND THE DISK IS STAMPED I71-T10 NO. 1-1961.
 HZ2100'
 HZ2100'R.M. NO. 2 IS 61 FEET NORTH-NORTHWEST OF A FENCE CORNER, 2.3 FEET
 HZ2100'EAST OF FENCE CORNER AT GATE AND 1.5 FEET EAST OF WIRE FENCE.
 HZ2100'THE MARK IS FLUSH AND THE DISK IS STAMPED I71-T10 NO. 2-1961.
 HZ2100'
 HZ2100'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHWEST OF STATION. IT IS 25 FEET
 HZ2100'EAST OF THE CENTER OF HIGHWAY NO. 393, 14 FEET SOUTH OF A 12
 HZ2100'INCH TWIN TRUNK WALNUT TREE, 1.8 FEET NORTHWEST OF A METAL WITNESS
 HZ2100'POST AND SIGN, 1.7 FEET WEST OF WIRE FENCE. THE MARK IS FLUSH
 HZ2100'AND THE DISK IS STAMPED I71-T10-1961.
 HZ2100'
 HZ2100'STATION, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2100'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 HZ2100'DESCRIBED.
 HZ2100'
 HZ2100'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2113 ***********************************************************************
 HZ2113  DESIGNATION -  I71 T 11
 HZ2113  PID         -  HZ2113
 HZ2113  STATE/COUNTY-  KY/OLDHAM
 HZ2113  USGS QUAD   -  LA GRANGE (1993)
 HZ2113
 HZ2113                         *CURRENT SURVEY CONTROL
 HZ2113  ___________________________________________________________________
 HZ2113* NAD 83(1993)-  38 24 08.96586(N)    085 24 50.67848(W)     ADJUSTED  
 HZ2113* NAVD 88     -       298.3    (meters)     979.     (feet)  VERTCON   
 HZ2113  ___________________________________________________________________
 HZ2113  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 HZ2113  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HZ2113
 HZ2113  HORZ ORDER  -  SECOND
 HZ2113
 HZ2113.The horizontal coordinates were established by classical geodetic methods
 HZ2113.and adjusted by the National Geodetic Survey in December 1995..
 HZ2113
 HZ2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2113
 HZ2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2113
 HZ2113.The geoid height was determined by GEOID03.
 HZ2113
 HZ2113;                    North         East     Units Scale Factor Converg.
 HZ2113;SPC KY1Z     - 1,229,696.854 1,529,341.306   MT  0.99994701   +0 12 22.5
 HZ2113;SPC KY1Z     - 4,034,430.43  5,017,513.93   sFT  0.99994701   +0 12 22.5
 HZ2113;SPC KY N     -   100,816.227   398,324.058   MT  0.99996272   -0 43 26.9
 HZ2113;SPC KY N     -   330,761.24  1,306,834.85   sFT  0.99996272   -0 43 26.9
 HZ2113;UTM  16      - 4,251,664.394   638,479.395   MT  0.99983616   +0 59 07.1
 HZ2113
 HZ2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2113!SPC KY1Z     -   0.99995844  x   0.99994701  =   0.99990545
 HZ2113!SPC KY N     -   0.99995844  x   0.99996272  =   0.99992116
 HZ2113!UTM  16      -   0.99995844  x   0.99983616  =   0.99979460
 HZ2113
 HZ2113                          SUPERSEDED SURVEY CONTROL
 HZ2113
 HZ2113  NAD 83(1986)-  38 24 08.96959(N)    085 24 50.68610(W) AD(       ) 2
 HZ2113  NAD 27      -  38 24 08.73979(N)    085 24 50.84318(W) AD(       ) 2
 HZ2113  NGVD 29 (07/19/86)  298.5    (m)          979.     (f) VERT ANG       
 HZ2113
 HZ2113.Superseded values are not recommended for survey control.
 HZ2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2113.See file dsdata.txt to determine how the superseded data were derived.
 HZ2113
 HZ2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3847951664(NAD 83)
 HZ2113_MARKER: DD = SURVEY DISK
 HZ2113_SETTING: 0 = UNSPECIFIED SETTING
 HZ2113
 HZ2113  HISTORY     - Date     Condition        Report By
 HZ2113  HISTORY     - 1961     MONUMENTED       KYHD
 HZ2113  HISTORY     - 1964     GOOD             CGS
 HZ2113  HISTORY     - 1964     GOOD             CGS
 HZ2113
 HZ2113                          STATION DESCRIPTION
 HZ2113
 HZ2113'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 HZ2113'THE STATION IS LOCATED AT THE LAGRANGE STATE REFORMATORY. IT IS ON
 HZ2113'THE ROOF OF THE ADMINISTRATION BUILDING THAT IS ABOUT 174 FEET
 HZ2113'HIGH.
 HZ2113'
 HZ2113'TO REACH THE STATION FROM THE OLDHAM COUNTY COURT HOUSE IN LAGRANGE,
 HZ2113'GO SOUTHWEST ON STATE HIGHWAY 146 FOR 1.75 MILES TO THE
 HZ2113'ENTRANCE TO THE LAGRANGE STATE REFORMATORY ON THE RIGHT. TURN RIGHT
 HZ2113'ON ENTRANCE ROAD AND GO NORTHWEST FOR 0.45 MILE TO THE
 HZ2113'ADMINISTRATION BUILDING AND STATION.
 HZ2113'
 HZ2113'STATION MARK IS LOCATED 29.81 FEET NORTHWEST OF A CHISELED X ON THE
 HZ2113'SOUTHEAST CORNER OF A 3 FOOT STONE WALL AROUND THE ROOF OF THE
 HZ2113'BUILDING, 23.52 FEET SOUTHEAST OF A CHISELED X ON THE NORTHWEST
 HZ2113'CORNER, 18.38 FEET SOUTHWEST OF A CHISELED X ON THE NORTHEAST
 HZ2113'CORNER AND 8.17 FEET NORTH-NORTHEAST OF THE CENTER OF WARNING LIGHT.
 HZ2113'THE MARK IS SET IN A DRILL HOLE IN THE CONCRETE FLOOR THAT IS
 HZ2113'COVERED WITH 2 INCHES OF SMALL GRAVEL AND TAR. THE DISK IS STAMPED
 HZ2113'I71-T11-1961.
 HZ2113'
 HZ2113'NO AZIMUTH OR REFERENCE MARKS WERE SET FOR THIS STATION.
 HZ2113'
 HZ2113'STATION MARK IS A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET
 HZ2113'AS DESCRIBED.
 HZ2113'
 HZ2113'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 HZ2113
 HZ2113                          STATION RECOVERY (1964)
 HZ2113
 HZ2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HB)
 HZ2113'STATION RECOVERED AS DESCRIBED. OLD DESCRIPTION ADEQUATE. MARK FOUND
 HZ2113'IN GOOD CONDITION. ALL DISTANCES TO REFERENCE POINTS CHECKED.
 HZ2113'
 HZ2113'HEIGHT OF LIGHT ABOVE STATION MARK 1.68 METERS.
 HZ2113
 HZ2113                          STATION RECOVERY (1964)
 HZ2113
 HZ2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HB)
 HZ2113'ALL MARKS FOUND IN GOOD CONDITION AND THE TO REACH IS ADEQUATE.
 HZ2113'
 HZ2113'HEIGHT OF LIGHT ABOVE STATION MARK 1.67 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2110 ***********************************************************************
 HZ2110  DESIGNATION -  I71 T 12
 HZ2110  PID         -  HZ2110
 HZ2110  STATE/COUNTY-  KY/OLDHAM
 HZ2110  USGS QUAD   -  LA GRANGE (1993)
 HZ2110
 HZ2110                         *CURRENT SURVEY CONTROL
 HZ2110  ___________________________________________________________________
 HZ2110* NAD 83(1993)-  38 23 20.30035(N)    085 23 31.38884(W)     ADJUSTED  
 HZ2110* NAVD 88     -       240.6    (meters)     789.     (feet)  VERTCON   
 HZ2110  ___________________________________________________________________
 HZ2110  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 HZ2110  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HZ2110
 HZ2110  HORZ ORDER  -  SECOND
 HZ2110
 HZ2110.The horizontal coordinates were established by classical geodetic methods
 HZ2110.and adjusted by the National Geodetic Survey in December 1995..
 HZ2110
 HZ2110.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2110
 HZ2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2110
 HZ2110.The geoid height was determined by GEOID03.
 HZ2110
 HZ2110;                    North         East     Units Scale Factor Converg.
 HZ2110;SPC KY1Z     - 1,228,203.524 1,531,270.827   MT  0.99994488   +0 13 11.2
 HZ2110;SPC KY1Z     - 4,029,531.06  5,023,844.37   sFT  0.99994488   +0 13 11.2
 HZ2110;SPC KY N     -    99,291.741   400,229.111   MT  0.99996301   -0 42 37.6
 HZ2110;SPC KY N     -   325,759.65  1,313,085.01   sFT  0.99996301   -0 42 37.6
 HZ2110;UTM  16      - 4,250,197.592   640,428.833   MT  0.99984286   +0 59 55.3
 HZ2110
 HZ2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2110!SPC KY1Z     -   0.99996749  x   0.99994488  =   0.99991237
 HZ2110!SPC KY N     -   0.99996749  x   0.99996301  =   0.99993050
 HZ2110!UTM  16      -   0.99996749  x   0.99984286  =   0.99981035
 HZ2110
 HZ2110:                Primary Azimuth Mark                     Grid Az
 HZ2110:SPC KY1Z     -  LA GRANGE MUNICIPAL TANK                 028 59 37.6
 HZ2110:SPC KY N     -  LA GRANGE MUNICIPAL TANK                 029 55 26.4
 HZ2110:UTM  16      -  LA GRANGE MUNICIPAL TANK                 028 12 53.5
 HZ2110
 HZ2110|---------------------------------------------------------------------|
 HZ2110| PID    Reference Object                     Distance      Geod. Az  |
 HZ2110|                                                           dddmmss.s |
 HZ2110| HZ2111 LA GRANGE MUNICIPAL TANK            APPROX. 2.5 KM 0291248.8 |
 HZ2110| CG8130 I71 T 12 RM 1                        38.090 METERS 21831     |
 HZ2110| HZ2106 BUCKNER CLAYTON LAMBERT CO TK       APPROX. 3.8 KM 2660709.2 |
 HZ2110| CG8131 I71 T 12 RM 2                        51.106 METERS 29739     |
 HZ2110| CG8129 I71 T 12 AZ MK                                     3362902.7 |
 HZ2110|---------------------------------------------------------------------|
 HZ2110
 HZ2110                          SUPERSEDED SURVEY CONTROL
 HZ2110
 HZ2110  NAD 83(1986)-  38 23 20.30374(N)    085 23 31.39623(W) AD(       ) 2
 HZ2110  NAD 27      -  38 23 20.07580(N)    085 23 31.55960(W) AD(       ) 2
 HZ2110  NGVD 29 (07/19/86)  240.8    (m)          790.     (f) VERT ANG       
 HZ2110
 HZ2110.Superseded values are not recommended for survey control.
 HZ2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2110.See file dsdata.txt to determine how the superseded data were derived.
 HZ2110
 HZ2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4042950198(NAD 83)
 HZ2110_MARKER: DD = SURVEY DISK
 HZ2110_SETTING: 0 = UNSPECIFIED SETTING
 HZ2110
 HZ2110  HISTORY     - Date     Condition        Report By
 HZ2110  HISTORY     - 1961     MONUMENTED       KYHD
 HZ2110
 HZ2110                          STATION DESCRIPTION
 HZ2110
 HZ2110'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 HZ2110'STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF LAGRANGE AND ABOUT
 HZ2110'2.75 MILES EAST OF BUCKNER. IT IS APPROXIMATELY ON THE HIGHEST
 HZ2110'POINT OF A KNOLL IN AN OPEN PASTURE.
 HZ2110'
 HZ2110'TO REACH THE STATION FROM THE OLDHAM COUNTY COURT HOUSE IN LAGRANGE,
 HZ2110'GO SOUTHWEST ON STATE HIGHWAY NO. 146 FOR 1.1 MILES TO A GRAVEL
 HZ2110'ROAD LEFT. TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.75 MILE TO THE
 HZ2110'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON GRAVEL ROAD FOR
 HZ2110'0.3 MILE TO THE STATION ON THE LEFT.
 HZ2110'
 HZ2110'STATION MARK IS LOCATED ABOUT 130 FEET EAST-NORTHEAST OF THE CENTER
 HZ2110'OF GRAVEL ROAD, AND ABOUT 130 FEET SOUTH OF THE NORTH SLOPE OF
 HZ2110'HILL. IT IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 HZ2110'STAMPED I71-T12-1961.
 HZ2110'
 HZ2110'REFERENCE MARK NO. 1 IS 23.5 FEET SOUTHEAST OF AN 8 INCH HICKORY
 HZ2110'TREE, 20 FEET EAST-NORTHEAST OF THE CENTER OF GRAVEL ROAD AND 4.0
 HZ2110'FEET EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN. THE MARK IS
 HZ2110'FLUSH AND THE DISK IS STAMPED I71-T12-NO.1 1961.
 HZ2110'
 HZ2110'REFERENCE MARK NO. 2 IS 18.5 FEET EAST-NORTHEAST OF THE CENTER OF
 HZ2110'GRAVEL ROAD, 7.0 FEET SOUTHEAST OF A 15 INCH WALNUT TREE AND 1.2
 HZ2110'FEET EAST OF WIRE FENCE. THE MARK IS FLUSH AND THE DISK IS STAMPED
 HZ2110'I71-T12-NO. 2 1961.
 HZ2110'
 HZ2110'AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF THE STATION. IT IS 18.0 FEET
 HZ2110'NORTH OF A 12 INCH WALNUT TREE, 14 FEET EAST OF THE CENTER OF
 HZ2110'GRAVEL ROAD, 3.0 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN, 1.5
 HZ2110'FEET EAST OF WIRE FENCE. THE MARK IS FLUSH AND THE DISK IS STAMPED
 HZ2110'I71-T12-1961.
 HZ2110'
 HZ2110'STATION, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2110'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 HZ2110'DESCRIBED.
 HZ2110'
 HZ2110'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2086 ***********************************************************************
 HZ2086  DESIGNATION -  I71 T 13
 HZ2086  PID         -  HZ2086
 HZ2086  STATE/COUNTY-  KY/OLDHAM
 HZ2086  USGS QUAD   -  SMITHFIELD (1993)
 HZ2086
 HZ2086                         *CURRENT SURVEY CONTROL
 HZ2086  ___________________________________________________________________
 HZ2086* NAD 83(1993)-  38 23 47.03545(N)    085 22 10.81915(W)     ADJUSTED  
 HZ2086* NAVD 88     -       254.1    (meters)     834.     (feet)  VERTCON   
 HZ2086  ___________________________________________________________________
 HZ2086  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 HZ2086  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HZ2086
 HZ2086  HORZ ORDER  -  SECOND
 HZ2086
 HZ2086.The horizontal coordinates were established by classical geodetic methods
 HZ2086.and adjusted by the National Geodetic Survey in December 1995..
 HZ2086
 HZ2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2086
 HZ2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2086
 HZ2086.The geoid height was determined by GEOID03.
 HZ2086
 HZ2086;                    North         East     Units Scale Factor Converg.
 HZ2086;SPC KY1Z     - 1,229,035.568 1,533,222.648   MT  0.99994604   +0 14 00.6
 HZ2086;SPC KY1Z     - 4,032,260.86  5,030,247.97   sFT  0.99994604   +0 14 00.6
 HZ2086;SPC KY N     -   100,092.006   402,194.216   MT  0.99996284   -0 41 47.4
 HZ2086;SPC KY N     -   328,385.19  1,319,532.19   sFT  0.99996284   -0 41 47.4
 HZ2086;UTM  16      - 4,251,056.013   642,368.967   MT  0.99984962   +1 00 46.0
 HZ2086
 HZ2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2086!SPC KY1Z     -   0.99996537  x   0.99994604  =   0.99991141
 HZ2086!SPC KY N     -   0.99996537  x   0.99996284  =   0.99992821
 HZ2086!UTM  16      -   0.99996537  x   0.99984962  =   0.99981500
 HZ2086
 HZ2086|---------------------------------------------------------------------|
 HZ2086| PID    Reference Object                     Distance      Geod. Az  |
 HZ2086|                                                           dddmmss.s |
 HZ2086| CG8133 I71 T 13 RM 1                         9.940 METERS 13128     |
 HZ2086| CG8134 I71 T 13 RM 2                        11.757 METERS 31138     |
 HZ2086| CG8132 I71 T 13 AZ MK                                     3283156.1 |
 HZ2086| HZ2111 LA GRANGE MUNICIPAL TANK            APPROX. 1.5 KM 3300924.2 |
 HZ2086|---------------------------------------------------------------------|
 HZ2086
 HZ2086                          SUPERSEDED SURVEY CONTROL
 HZ2086
 HZ2086  NAD 83(1986)-  38 23 47.03885(N)    085 22 10.82603(W) AD(       ) 2
 HZ2086  NAD 27      -  38 23 46.81050(N)    085 22 10.99330(W) AD(       ) 2
 HZ2086  NGVD 29 (07/19/86)  254.3    (m)          834.     (f) VERT ANG       
 HZ2086
 HZ2086.Superseded values are not recommended for survey control.
 HZ2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2086.See file dsdata.txt to determine how the superseded data were derived.
 HZ2086
 HZ2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4236951056(NAD 83)
 HZ2086_MARKER: DD = SURVEY DISK
 HZ2086_SETTING: 0 = UNSPECIFIED SETTING
 HZ2086
 HZ2086  HISTORY     - Date     Condition        Report By
 HZ2086  HISTORY     - 1961     MONUMENTED       KYHD
 HZ2086
 HZ2086                          STATION DESCRIPTION
 HZ2086
 HZ2086'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 HZ2086'STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF LAGRANGE, ON LAND OWNED
 HZ2086'BY MR. A. E. RANKIN.
 HZ2086'
 HZ2086'TO REACH THE STATION FROM THE OLDHAM COUNTY COURTHOUSE IN LAGRANGE,
 HZ2086'GO SOUTHEAST ON STATE HIGHWAY 53 FOR 0.35 MILE TO THE VALLEY
 HZ2086'REST CEMETERY ON THE LEFT. CONTINUE AHEAD ON HIGHWAY 53 FOR 0.65 MILE
 HZ2086'TO A DRIVE RIGHT. TURN RIGHT AND GO SOUTHWEST FOR 0.05 MILE TO
 HZ2086'STATION.
 HZ2086'
 HZ2086'TO REACH AZIMUTH MARK FROM THIS POINT, TURN LEFT ONTO BLACK TOP DRIVE
 HZ2086'AT ENTRANCE TO CEMETERY AND GO EAST FOR 0.1 MILE TO MARK ON
 HZ2086'THE RIGHT.
 HZ2086'
 HZ2086'STATION MARK IS LOCATED 49.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 HZ2086'OF A ONE STORY FRAME HOUSE, 48.0 FEET SOUTH-SOUTHWEST
 HZ2086'OF THE SOUTHWEST CORNER OF HOUSE, 38.5 FEET SOUTHEAST OF A FENCE
 HZ2086'CORNER, 2.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 1.0
 HZ2086'FOOT SOUTHWEST OF WIRE FENCE. THE MARK IS FLUSH AND THE DISK IS
 HZ2086'STAMPED I71-T13-1961.
 HZ2086'
 HZ2086'REFERENCE MARK NO. 1 IS 52 FEET SOUTH OF THE SOUTHEAST CORNER OF
 HZ2086'HOUSE, 15 FEET NORTHWEST OF THE CENTER OF GRAVEL DRIVE, 3 FEET
 HZ2086'NORTHWEST OF FENCE CORNER. THE MARK IS FLUSH AND THE DISK IS STAMPED
 HZ2086'I71-T13-NO.1 1961.
 HZ2086'
 HZ2086'REFERENCE MARK NO. 2 IS 50.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 HZ2086'CORNER OF HOUSE AND 1.3 FEET SOUTHWEST OF FENCE CORNER. THE
 HZ2086'MARK IS FLUSH AND THE DISK IS STAMPED I71-T13-NO.2 1961.
 HZ2086'
 HZ2086'AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF STATION. IT IS 43.5 FEET
 HZ2086'EAST OF THE SOUTH END OF A 24 INCH CONCRETE PIPE CULVERT UNDER
 HZ2086'DRIVE, 9 FEET SOUTH OF THE CENTER OF DRIVE AND 2.0 FEET NORTHEAST OF
 HZ2086'A METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND THE DISK
 HZ2086'IS STAMPED I71-T13-1961.
 HZ2086'
 HZ2086'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2086'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 HZ2086'DESCRIBED.
 HZ2086'
 HZ2086'HEIGHT OF LIGHT ABOVE STATION MARK 17.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2087 ***********************************************************************
 HZ2087  DESIGNATION -  I71 T 14
 HZ2087  PID         -  HZ2087
 HZ2087  STATE/COUNTY-  KY/OLDHAM
 HZ2087  USGS QUAD   -  SMITHFIELD (1993)
 HZ2087
 HZ2087                         *CURRENT SURVEY CONTROL
 HZ2087  ___________________________________________________________________
 HZ2087* NAD 83(1993)-  38 28 49.77912(N)    085 21 06.97580(W)     ADJUSTED  
 HZ2087* NAVD 88     -       271.8    (meters)     892.     (feet)  VERTCON   
 HZ2087  ___________________________________________________________________
 HZ2087  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 HZ2087  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ2087
 HZ2087  HORZ ORDER  -  SECOND
 HZ2087
 HZ2087.The horizontal coordinates were established by classical geodetic methods
 HZ2087.and adjusted by the National Geodetic Survey in December 1995..
 HZ2087
 HZ2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2087
 HZ2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2087
 HZ2087.The geoid height was determined by GEOID03.
 HZ2087
 HZ2087;                    North         East     Units Scale Factor Converg.
 HZ2087;SPC KY1Z     - 1,238,376.505 1,534,731.957   MT  0.99996044   +0 14 39.8
 HZ2087;SPC KY1Z     - 4,062,906.92  5,035,199.76   sFT  0.99996044   +0 14 39.8
 HZ2087;SPC KY N     -   109,407.302   403,854.944   MT  0.99996211   -0 41 07.7
 HZ2087;SPC KY N     -   358,947.12  1,324,980.76   sFT  0.99996211   -0 41 07.7
 HZ2087;UTM  16      - 4,260,415.691   643,750.793   MT  0.99985448   +1 01 32.4
 HZ2087
 HZ2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2087!SPC KY1Z     -   0.99996262  x   0.99996044  =   0.99992306
 HZ2087!SPC KY N     -   0.99996262  x   0.99996211  =   0.99992473
 HZ2087!UTM  16      -   0.99996262  x   0.99985448  =   0.99981710
 HZ2087
 HZ2087|---------------------------------------------------------------------|
 HZ2087| PID    Reference Object                     Distance      Geod. Az  |
 HZ2087|                                                           dddmmss.s |
 HZ2087| CG8136 I71 T 14 RM 1                        15.992 METERS 02122     |
 HZ2087| CG8135 I71 T 14 AZ MK                                     0904227.8 |
 HZ2087| HZ2111 LA GRANGE MUNICIPAL TANK            APPROX. 8.3 KM 1960242.4 |
 HZ2087| CG8137 I71 T 14 RM 2                        43.041 METERS 28720     |
 HZ2087|---------------------------------------------------------------------|
 HZ2087
 HZ2087                          SUPERSEDED SURVEY CONTROL
 HZ2087
 HZ2087  NAD 83(1986)-  38 28 49.78391(N)    085 21 06.98249(W) AD(       ) 2
 HZ2087  NAD 27      -  38 28 49.55571(N)    085 21 07.12925(W) AD(       ) 2
 HZ2087  NGVD 29 (07/19/86)  272.0    (m)          892.     (f) VERT ANG       
 HZ2087
 HZ2087.Superseded values are not recommended for survey control.
 HZ2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2087.See file dsdata.txt to determine how the superseded data were derived.
 HZ2087
 HZ2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4375160416(NAD 83)
 HZ2087_MARKER: DD = SURVEY DISK
 HZ2087_SETTING: 0 = UNSPECIFIED SETTING
 HZ2087
 HZ2087  HISTORY     - Date     Condition        Report By
 HZ2087  HISTORY     - 1964     MONUMENTED       KYHD
 HZ2087  HISTORY     - 1964     GOOD             KYHD
 HZ2087
 HZ2087                          STATION DESCRIPTION
 HZ2087
 HZ2087'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ2087'STATION IS LOCATED ABOUT 5.2 MILES NORTHEAST OF LAGRANGE ON PROPERTY
 HZ2087'OWNED BY MR. LESLIE T. BRAMBLETT.
 HZ2087'
 HZ2087'TO REACH THE STATION FROM THE OLDHAM COUNTY COURTHOUSE IN LAGRANGE,
 HZ2087'GO EAST ON STATE HIGHWAY 146 FOR 0.95 MILE CROSS ROADS. TURN LEFT
 HZ2087'AND GO NORTH ON OLD FORT PICKENS ROAD FOR 2.55 MILES TO T-ROAD. TURN
 HZ2087'RIGHT AND GO NORTHEAST ON OLD SLIGO ROAD FOR 3.7 MILES TO
 HZ2087'JUNCTION WITH U.S. HIGHWAY 42. TURN LEFT AND GO WEST ON U.S. HIGHWAY
 HZ2087'42 FOR 0.50 MILE TO AZIMUTH ON LEFT. CONTINUE STRAIGHT AHEAD ON
 HZ2087'U.S. HIGHWAY 42 FOR 0.35 MILE TO PRIVATE DRIVE LEFT. TURN LEFT ON
 HZ2087'PRIVATE DRIVE AND GO SOUTH FOR 0.02 MILE TO MR. LESLIE T.
 HZ2087'BRAMBLETTS RESIDENCE AND STATION.
 HZ2087'
 HZ2087'STATION IS LOCATED 81.15 FEET SOUTH OF SOUTHEAST CORNER OF THE
 HZ2087'ONE-STORY FRAME HOUSE, 38.10 FEET WEST OF 18 INCH OAK TREE, 3.90
 HZ2087'FEET NORTHWEST OF FENCE CORNER, 1.9 FEET NORTH OF METAL WITNESS POST
 HZ2087'AND SIGN. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HZ2087'STAMPED I71-T14 1964.
 HZ2087'
 HZ2087'R.M. NO 1 IS 30.0 FT SOUTH OF SOUTHEAST CORNER OF THE ONE-STORY FRAME
 HZ2087'HOUSE, 7.9 FEET SOUTH OF FENCE CORNER AND 1.0 FOOT WEST OF FENCE
 HZ2087'LINE. THE MARK IS PROJECTING 3 INCHES AND THE DISK IS STAMPED I71-T14
 HZ2087'NO.1 1964.
 HZ2087'
 HZ2087'R.M. NO 2 IS 63 FEET SOUTH OF CENTER OF DRIVE, 10.9 FEET SOUTHEAST OF
 HZ2087'FENCE CORNER, 2.35 FEET NORTHWEST OF POWER POLE WITH TRANSFORMER
 HZ2087'AND 1.3 FEET NORTH OF FENCE. THE MARK IS PROJECTING 3 INCHES AND THE
 HZ2087'DISK IS STAMPED I71-T14 NO.2 1964.
 HZ2087'
 HZ2087'AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF STATION, 43.75 FEET EAST OF
 HZ2087'CENTER OF DRIVE AT GATE, 29.9 FEET WEST OF TELEPHONE POLE,
 HZ2087'27.7 FEET SOUTH OF CENTER OF U.S. HIGHWAY 42, 1.5 FEET NORTH OF BOARD
 HZ2087'FENCE AND 1.1 FEET NORTH OF METAL WITNESS POST AND SIGN. THE
 HZ2087'MARK IS PROJECTING 3 INCHES AND THE DISK IS STAMPED I71-T14 1964.
 HZ2087'
 HZ2087'STATION, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2087'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 HZ2087'DESCRIBED.
 HZ2087'
 HZ2087'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
 HZ2087
 HZ2087                          STATION RECOVERY (1964)
 HZ2087
 HZ2087'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ2087'ALL MARKS FOUND IN GOOD CONDITION AND THE TO REACH IS ADEQUATE.
 HZ2087'
 HZ2087'RM NO. 1 AND RM NO. 2 WERE NOT OBSERVED DUE TO THE FACT THAT SHADE
 HZ2087'TREES WERE PLANTED IN THE LINE OF SIGHT.
 HZ2087'
 HZ2087'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2088 ***********************************************************************
 HZ2088  DESIGNATION -  I71 T 14A
 HZ2088  PID         -  HZ2088
 HZ2088  STATE/COUNTY-  KY/OLDHAM
 HZ2088  USGS QUAD   -  SMITHFIELD (1993)
 HZ2088
 HZ2088                         *CURRENT SURVEY CONTROL
 HZ2088  ___________________________________________________________________
 HZ2088* NAD 83(1993)-  38 25 35.24985(N)    085 20 32.20676(W)     ADJUSTED  
 HZ2088* NAVD 88     -       273.1    (meters)     896.     (feet)  VERTCON   
 HZ2088  ___________________________________________________________________
 HZ2088  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 HZ2088  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ2088
 HZ2088  HORZ ORDER  -  SECOND
 HZ2088
 HZ2088.The horizontal coordinates were established by classical geodetic methods
 HZ2088.and adjusted by the National Geodetic Survey in December 1995..
 HZ2088
 HZ2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2088
 HZ2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2088
 HZ2088.The geoid height was determined by GEOID03.
 HZ2088
 HZ2088;                    North         East     Units Scale Factor Converg.
 HZ2088;SPC KY1Z     - 1,232,382.206 1,535,600.848   MT  0.99995094   +0 15 01.2
 HZ2088;SPC KY1Z     - 4,043,240.62  5,038,050.45   sFT  0.99995094   +0 15 01.2
 HZ2088;SPC KY N     -   103,399.653   404,626.450   MT  0.99996233   -0 40 46.1
 HZ2088;SPC KY N     -   339,237.03  1,327,511.94   sFT  0.99996233   -0 40 46.1
 HZ2088;UTM  16      - 4,254,434.383   644,701.185   MT  0.99985786   +1 01 49.7
 HZ2088
 HZ2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2088!SPC KY1Z     -   0.99996240  x   0.99995094  =   0.99991334
 HZ2088!SPC KY N     -   0.99996240  x   0.99996233  =   0.99992473
 HZ2088!UTM  16      -   0.99996240  x   0.99985786  =   0.99982026
 HZ2088
 HZ2088|---------------------------------------------------------------------|
 HZ2088| PID    Reference Object                     Distance      Geod. Az  |
 HZ2088|                                                           dddmmss.s |
 HZ2088| CG8138 I71 T 14A RM 1                       30.830 METERS 05851     |
 HZ2088| CG8139 I71 T 14A RM 2                       42.931 METERS 20044     |
 HZ2088|---------------------------------------------------------------------|
 HZ2088
 HZ2088                          SUPERSEDED SURVEY CONTROL
 HZ2088
 HZ2088  NAD 83(1986)-  38 25 35.25310(N)    085 20 32.21348(W) AD(       ) 2
 HZ2088  NAD 27      -  38 25 35.02019(N)    085 20 32.36915(W) AD(       ) 2
 HZ2088  NGVD 29 (07/19/86)  273.3    (m)          897.     (f) VERT ANG       
 HZ2088
 HZ2088.Superseded values are not recommended for survey control.
 HZ2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2088.See file dsdata.txt to determine how the superseded data were derived.
 HZ2088
 HZ2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4470154434(NAD 83)
 HZ2088_MARKER: DD = SURVEY DISK
 HZ2088_SETTING: 0 = UNSPECIFIED SETTING
 HZ2088
 HZ2088  HISTORY     - Date     Condition        Report By
 HZ2088  HISTORY     - 1964     MONUMENTED       KYHD
 HZ2088
 HZ2088                          STATION DESCRIPTION
 HZ2088
 HZ2088'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ2088'STATION IS LOCATED 2.30 MILES NORTHEAST OF LAGRANGE, KENTUCKY ON
 HZ2088'PROPERTY OWNED BY CLYDE PERKINSON.
 HZ2088'
 HZ2088'TO REACH THE STATION FROM THE OLDHAM COUNTY COURTHOUSE IN LAGRANGE,
 HZ2088'KENTUCKY GO EAST ON STATE HIGHWAY 146 FOR 2.65 MILES TO
 HZ2088'EAST-WEST FENCE AND STATION.
 HZ2088'
 HZ2088'STATION IS LOCATED ABOUT 300 FEET EAST OF STATE HIGHWAY 146, 154.0
 HZ2088'FEET NORTH OF FENCE CORNER AND 61.0 FEET WEST OF METAL WITNESS
 HZ2088'POST AND SIGN. THE MARK IS SET 12 INCHES BELOW SURFACE OF THE GROUND
 HZ2088'AND IS STAMPED I71-T14A 1964.
 HZ2088'
 HZ2088'R.M. NO. 1 IS LOCATED 101.15 FEET NORTHEAST OF STATION, 72.0 FEET
 HZ2088'NORTH OF FENCE CORNER AND 1.0 FOOT WEST OF FENCE.  THE MARK
 HZ2088'PROJECTS 6 INCHES AND IS STAMPED I71-T14A R.M. NO. 1 1964.
 HZ2088'
 HZ2088'R.M. NO. 2 IS LOCATED 140.85 FEET SOUTH-SOUTHWEST OF STATION, 56.0
 HZ2088'FEET WEST OF FENCE CORNER AND 1.0 FOOT NORTH OF FENCE. THE MARK
 HZ2088'PROJECTS 6 INCHES AND IS STAMPED I71-T14A R.M. NO. 2 1964.
 HZ2088'
 HZ2088'DUE TO SHORT SIGHT DISTANCE FROM GROUND NO AZIMUTH MARK WAS
 HZ2088'ESTABLISHED AT THIS STATION.
 HZ2088'
 HZ2088'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 HZ2088'HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ2088'
 HZ2088'HEIGHT OF LIGHT ABOVE STATION MARK 15.70 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2093 ***********************************************************************
 HZ2093  DESIGNATION -  I71 T 15
 HZ2093  PID         -  HZ2093
 HZ2093  STATE/COUNTY-  KY/HENRY
 HZ2093  USGS QUAD   -  SMITHFIELD (1993)
 HZ2093
 HZ2093                         *CURRENT SURVEY CONTROL
 HZ2093  ___________________________________________________________________
 HZ2093* NAD 83(1993)-  38 25 57.76645(N)    085 19 20.54150(W)     ADJUSTED  
 HZ2093* NAVD 88     -       251.1    (meters)     824.     (feet)  VERTCON   
 HZ2093  ___________________________________________________________________
 HZ2093  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 HZ2093  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HZ2093
 HZ2093  HORZ ORDER  -  SECOND
 HZ2093
 HZ2093.The horizontal coordinates were established by classical geodetic methods
 HZ2093.and adjusted by the National Geodetic Survey in December 1995..
 HZ2093
 HZ2093.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2093
 HZ2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2093
 HZ2093.The geoid height was determined by GEOID03.
 HZ2093
 HZ2093;                    North         East     Units Scale Factor Converg.
 HZ2093;SPC KY1Z     - 1,233,084.236 1,537,335.872   MT  0.99995199   +0 15 45.2
 HZ2093;SPC KY1Z     - 4,045,543.86  5,043,742.77   sFT  0.99995199   +0 15 45.2
 HZ2093;SPC KY N     -   104,073.445   406,372.656   MT  0.99996226   -0 40 01.5
 HZ2093;SPC KY N     -   341,447.63  1,333,240.96   sFT  0.99996226   -0 40 01.5
 HZ2093;UTM  16      - 4,255,159.910   646,426.332   MT  0.99986405   +1 02 34.8
 HZ2093
 HZ2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2093!SPC KY1Z     -   0.99996585  x   0.99995199  =   0.99991784
 HZ2093!SPC KY N     -   0.99996585  x   0.99996226  =   0.99992811
 HZ2093!UTM  16      -   0.99996585  x   0.99986405  =   0.99982991
 HZ2093
 HZ2093:                Primary Azimuth Mark                     Grid Az
 HZ2093:SPC KY1Z     -  I71 T 15 AZ MK                           001 40 47.8
 HZ2093:SPC KY N     -  I71 T 15 AZ MK                           002 36 34.5
 HZ2093:UTM  16      -  I71 T 15 AZ MK                           000 53 58.2
 HZ2093
 HZ2093|---------------------------------------------------------------------|
 HZ2093| PID    Reference Object                     Distance      Geod. Az  |
 HZ2093|                                                           dddmmss.s |
 HZ2093| CG8140 I71 T 15 AZ MK                                     0015633.0 |
 HZ2093| CG8141 I71 T 15 RM 1                        23.313 METERS 16320     |
 HZ2093| CG8142 I71 T 15 RM 2                        37.162 METERS 26353     |
 HZ2093| HZ2087 I71 T 14                            APPROX. 5.9 KM 3340352.0 |
 HZ2093|---------------------------------------------------------------------|
 HZ2093
 HZ2093                          SUPERSEDED SURVEY CONTROL
 HZ2093
 HZ2093  NAD 83(1986)-  38 25 57.76954(N)    085 19 20.54801(W) AD(       ) 2
 HZ2093  NAD 27      -  38 25 57.53451(N)    085 19 20.70428(W) AD(       ) 2
 HZ2093  NGVD 29 (07/19/86)  251.3    (m)          824.     (f) VERT ANG       
 HZ2093
 HZ2093.Superseded values are not recommended for survey control.
 HZ2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2093.See file dsdata.txt to determine how the superseded data were derived.
 HZ2093
 HZ2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4642655160(NAD 83)
 HZ2093_MARKER: DD = SURVEY DISK
 HZ2093_SETTING: 0 = UNSPECIFIED SETTING
 HZ2093
 HZ2093  HISTORY     - Date     Condition        Report By
 HZ2093  HISTORY     - 1964     MONUMENTED       KYHD
 HZ2093  HISTORY     - 1964     GOOD             KYHD
 HZ2093
 HZ2093                          STATION DESCRIPTION
 HZ2093
 HZ2093'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ2093'STATION IS LOCATED ABOUT 8.7 MILES SOUTHWEST OF CAMPBELLSBURG,
 HZ2093'KENTUCKY AND ABOUT 3.5 MILES NORTHEAST OF LAGRANGE, KENTUCKY ON
 HZ2093'PROPERTY OWNED BY MR. ELVIN ELDRIDGE.
 HZ2093'
 HZ2093'TO REACH THE STATION FROM THE OLDHAM COUNTY COURTHOUSE IN LAGRANGE,
 HZ2093'KENTUCKY GO EAST ON STATE HIGHWAY 146 FOR 4.45 MILES TO T-ROAD
 HZ2093'SOUTH ABOUT 100 FEET EAST OF RAILROAD CROSSING. TURN RIGHT AND GO
 HZ2093'SOUTH FOR 0.2 MILE TO AZIMUTH ON LEFT. CONTINUE STRAIGHT AHEAD
 HZ2093'FOR 6.5 MILES TO STATION.
 HZ2093'
 HZ2093'STATION IS LOCATED ON THE NORTH SIDE OF POND, ABOUT 700 FEET
 HZ2093'SOUTHEAST OF BARN, 174.6 FEET SOUTHEAST OF 18 INCH HICKORY
 HZ2093'TREE, 140.0 FEET NORTHEAST OF FENCE CORNER AND 2.6 FEET NORTH OF
 HZ2093'METAL WITNESS POST AND SIGN. THE MARK PROJECTS 3 INCHES AND
 HZ2093'THE DISK IS STAMPED I71-T15 1964.
 HZ2093'
 HZ2093'RM NO 1 IS 76.48 FEET SOUTH OF STATION SET ON SOUTH SIDE OF POND,
 HZ2093'125.2 FEET EAST OF FENCE CORNER AND 4.2 FEET SOUTHWEST OF 6
 HZ2093'INCH ASH TREE. THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HZ2093'I71-T15 NO. 1 1964.
 HZ2093'
 HZ2093'RM NO 2 IS 121.93 FEET WEST OF STATION, 101.0 FEET SOUTH OF 18 INCH
 HZ2093'HICKORY TREE, 87.0 FEET NORTH OF FENCE CORNER AND 2.0 FEET
 HZ2093'EAST OF FENCE. THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HZ2093'I71-T15 NO. 2 1964.
 HZ2093'
 HZ2093'AZIMUTH MARK IS ABOUT 0.7 MILE NORTH OF STATION. THE MARK IS SET ON
 HZ2093'THE SOUTH SIDE OF CONCRETE BLOCK TOBACCO STRIPPING ROOM,
 HZ2093'22.3 FEET EAST OF NORTHEAST CORNER OF TOBACCO BARN, 21.2 FEET
 HZ2093'NORTHWEST OF FENCE, 3.0 FEET SOUTH OF STRIPPING ROOM AND 1.2
 HZ2093'FEET SOUTH OF METAL WITNESS POST AND SIGN. THE MARK IS SET FLUSH WITH
 HZ2093'SURFACE OF GROUND AND DISK IS STAMPED I71-T15 1964.
 HZ2093'
 HZ2093'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2093'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 HZ2093'DESCRIBED.
 HZ2093'
 HZ2093'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 HZ2093
 HZ2093                          STATION RECOVERY (1964)
 HZ2093
 HZ2093'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ2093'ALL MARKS WERE FOUND IN GOOD CONDITION AND THE TO REACH IS ADEQUATE.
 HZ2093'
 HZ2093'HEAVY TIMBER WAS FOUND STACKED ON THE AZIMUTH MARK ON THIS DATE. FOR
 HZ2093'THIS REASON THE AZIMUTH MARK AND THE REFERENCE MARKS WERE NOT
 HZ2093'OBSERVED.
 HZ2093'
 HZ2093'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2092 ***********************************************************************
 HZ2092  DESIGNATION -  I71 T 16
 HZ2092  PID         -  HZ2092
 HZ2092  STATE/COUNTY-  KY/HENRY
 HZ2092  USGS QUAD   -  SMITHFIELD (1993)
 HZ2092
 HZ2092                         *CURRENT SURVEY CONTROL
 HZ2092  ___________________________________________________________________
 HZ2092* NAD 83(1993)-  38 28 02.68117(N)    085 16 29.71105(W)     ADJUSTED  
 HZ2092* NAVD 88     -       270.8    (meters)     888.     (feet)  VERTCON   
 HZ2092  ___________________________________________________________________
 HZ2092  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 HZ2092  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ2092
 HZ2092  HORZ ORDER  -  SECOND
 HZ2092
 HZ2092.The horizontal coordinates were established by classical geodetic methods
 HZ2092.and adjusted by the National Geodetic Survey in December 1995..
 HZ2092
 HZ2092.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2092
 HZ2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2092
 HZ2092.The geoid height was determined by GEOID03.
 HZ2092
 HZ2092;                    North         East     Units Scale Factor Converg.
 HZ2092;SPC KY1Z     - 1,236,955.762 1,541,459.313   MT  0.99995805   +0 17 30.1
 HZ2092;SPC KY1Z     - 4,058,245.70  5,057,271.10   sFT  0.99995805   +0 17 30.1
 HZ2092;SPC KY N     -   107,877.602   410,558.385   MT  0.99996208   -0 38 15.2
 HZ2092;SPC KY N     -   353,928.43  1,346,973.63   sFT  0.99996208   -0 38 15.2
 HZ2092;UTM  16      - 4,259,086.956   650,496.276   MT  0.99987893   +1 04 24.0
 HZ2092
 HZ2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2092!SPC KY1Z     -   0.99996277  x   0.99995805  =   0.99992082
 HZ2092!SPC KY N     -   0.99996277  x   0.99996208  =   0.99992485
 HZ2092!UTM  16      -   0.99996277  x   0.99987893  =   0.99984170
 HZ2092
 HZ2092|---------------------------------------------------------------------|
 HZ2092| PID    Reference Object                     Distance      Geod. Az  |
 HZ2092|                                                           dddmmss.s |
 HZ2092| CG8143 I71 T 16 RM 1                        24.800 METERS 16728     |
 HZ2092| HZ1241 I71 L 39                            305.252 METERS 30400     |
 HZ2092| CG8144 I71 T 16 RM 2                        13.455 METERS 34957     |
 HZ2092|---------------------------------------------------------------------|
 HZ2092
 HZ2092                          SUPERSEDED SURVEY CONTROL
 HZ2092
 HZ2092  NAD 83(1986)-  38 28 02.68434(N)    085 16 29.71721(W) AD(       ) 2
 HZ2092  NAD 27      -  38 28 02.44699(N)    085 16 29.87343(W) AD(       ) 2
 HZ2092  NGVD 29 (07/19/86)  271.0    (m)          889.     (f) VERT ANG       
 HZ2092
 HZ2092.Superseded values are not recommended for survey control.
 HZ2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2092.See file dsdata.txt to determine how the superseded data were derived.
 HZ2092
 HZ2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5049659087(NAD 83)
 HZ2092_MARKER: DD = SURVEY DISK
 HZ2092_SETTING: 0 = UNSPECIFIED SETTING
 HZ2092
 HZ2092  HISTORY     - Date     Condition        Report By
 HZ2092  HISTORY     - 1964     MONUMENTED       KYHD
 HZ2092
 HZ2092                          STATION DESCRIPTION
 HZ2092
 HZ2092'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ2092'STATION IS LOCATED ABOUT 6.8 MILES NORTHEAST OF LAGRANGE AND ABOUT
 HZ2092'5.25 MILES SOUTHWEST OF CAMPBELLSBURG, KENTUCKY ON PROPERTY
 HZ2092'OWNED BY MRS. ANNA H. DAWKINS.
 HZ2092'
 HZ2092'TO REACH THE STATION FROM THE OLDHAM COUNTY COURTHOUSE IN LAGRANGE,
 HZ2092'KENTUCKY GO EAST ON STATE HIGHWAY 146 FOR 7.45 MILES TO T-ROAD.
 HZ2092'TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 2.8 MILES TO STATION ON
 HZ2092'LEFT.
 HZ2092'
 HZ2092'STATION IS LOCATED 44.0 FEET SOUTH OF TELEPHONE POLE 3, 19.0 FEET
 HZ2092'WEST OF CENTER OF ROAD, 2.6 FEET WEST OF WOVEN WIRE FENCE AND
 HZ2092'2.3 FEET WEST OF METAL WITNESS POST AND SIGN. THE MARK PROJECTS 3
 HZ2092'INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK IS
 HZ2092'STAMPED I71-T16 1964.
 HZ2092'
 HZ2092'RM NO 1 IS SOUTH OF STATION, 133.0 FEET NORTHWEST OF 36 INCH SYCAMORE
 HZ2092'TREE, 19.0 FEET WEST OF CENTER OF GRAVEL ROAD AND 1.9 FEET WEST
 HZ2092'OF FENCE. THE MARK PROJECTS 3 INCHES ABOVE SURFACE OF GROUND AND THE
 HZ2092'DISK IS STAMPED I71-T16 NO.1 1964.
 HZ2092'
 HZ2092'RM NO 2 IS NORTH OF STATION, 18.0 FEET WEST OF CENTER OF GRAVEL ROAD,
 HZ2092'1.4 FEET WEST OF TELEPHONE POLE 3, AND 1.0 FEET WEST OF FENCE. THE
 HZ2092'MARK PROJECTS 3 INCHES ABOVE SURFACE OF GROUND AND THE DISK IS
 HZ2092'STAMPED I71-T16 NO. 2 1964.
 HZ2092'
 HZ2092'AZIMUTH MARK IS ABOUT 0.25 MILE NORTHWEST OF THE STATION. TO REACH
 HZ2092'FROM THE STATION, GO NORTH ON GRAVEL ROAD FOR 0.1 MILE TO T-ROAD.
 HZ2092'TURN LEFT AND GO WEST FOR 0.15 MILE TO AZIMUTH ON LEFT. AZIMUTH IS
 HZ2092'LOCATED WEST OF CENTER OF FARM ROADS CROSSINGS, 17.0 FEET
 HZ2092'SOUTHWEST OF CENTER OF GRAVEL ROAD, 11.0 FEET NORTHWEST OF CENTER OF
 HZ2092'DRIVE, 2.3 FEET EAST OF FENCE LINE AND 2.0 FEET EAST OF METAL
 HZ2092'WITNESS POST AND SIGN. THE MARK PROJECTS 2 INCHES ABOVE SURFACE OF
 HZ2092'GROUND AND IS STAMPED I71-L39 1963.
 HZ2092'
 HZ2092'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2092'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 HZ2092'DESCRIBED.
 HZ2092'
 HZ2092'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2094 ***********************************************************************
 HZ2094  DESIGNATION -  I71 T 17
 HZ2094  PID         -  HZ2094
 HZ2094  STATE/COUNTY-  KY/HENRY
 HZ2094  USGS QUAD   -  SMITHFIELD (1993)
 HZ2094
 HZ2094                         *CURRENT SURVEY CONTROL
 HZ2094  ___________________________________________________________________
 HZ2094* NAD 83(1993)-  38 29 22.80300(N)    085 15 19.16254(W)     ADJUSTED  
 HZ2094* NAVD 88     -       272.0    (meters)     892.     (feet)  VERTCON   
 HZ2094  ___________________________________________________________________
 HZ2094  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 HZ2094  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HZ2094
 HZ2094  HORZ ORDER  -  SECOND
 HZ2094
 HZ2094.The horizontal coordinates were established by classical geodetic methods
 HZ2094.and adjusted by the National Geodetic Survey in December 1995..
 HZ2094
 HZ2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2094
 HZ2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2094
 HZ2094.The geoid height was determined by GEOID03.
 HZ2094
 HZ2094;                    North         East     Units Scale Factor Converg.
 HZ2094;SPC KY1Z     - 1,239,435.061 1,543,156.377   MT  0.99996214   +0 18 13.4
 HZ2094;SPC KY1Z     - 4,066,379.86  5,062,838.88   sFT  0.99996214   +0 18 13.4
 HZ2094;SPC KY N     -   110,329.060   412,295.434   MT  0.99996216   -0 37 31.4
 HZ2094;SPC KY N     -   361,971.26  1,352,672.60   sFT  0.99996216   -0 37 31.4
 HZ2094;UTM  16      - 4,261,588.990   652,159.215   MT  0.99988512   +1 05 09.8
 HZ2094
 HZ2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2094!SPC KY1Z     -   0.99996259  x   0.99996214  =   0.99992473
 HZ2094!SPC KY N     -   0.99996259  x   0.99996216  =   0.99992475
 HZ2094!UTM  16      -   0.99996259  x   0.99988512  =   0.99984771
 HZ2094
 HZ2094|---------------------------------------------------------------------|
 HZ2094| PID    Reference Object                     Distance      Geod. Az  |
 HZ2094|                                                           dddmmss.s |
 HZ2094| CG8146 I71 T 17 RM 1                        15.258 METERS 06856     |
 HZ2094| CG8147 I71 T 17 RM 2                        19.842 METERS 30954     |
 HZ2094| CG8145 I71 T 17 AZ MK                                     3190600.3 |
 HZ2094|---------------------------------------------------------------------|
 HZ2094
 HZ2094                          SUPERSEDED SURVEY CONTROL
 HZ2094
 HZ2094  NAD 83(1986)-  38 29 22.80631(N)    085 15 19.16905(W) AD(       ) 2
 HZ2094  NAD 27      -  38 29 22.57123(N)    085 15 19.32759(W) AD(       ) 2
 HZ2094  NGVD 29 (07/19/86)  272.2    (m)          893.     (f) VERT ANG       
 HZ2094
 HZ2094.Superseded values are not recommended for survey control.
 HZ2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2094.See file dsdata.txt to determine how the superseded data were derived.
 HZ2094
 HZ2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5215961589(NAD 83)
 HZ2094_MARKER: DD = SURVEY DISK
 HZ2094_SETTING: 0 = UNSPECIFIED SETTING
 HZ2094
 HZ2094  HISTORY     - Date     Condition        Report By
 HZ2094  HISTORY     - 1964     MONUMENTED       KYHD
 HZ2094
 HZ2094                          STATION DESCRIPTION
 HZ2094
 HZ2094'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ2094'STATION IS LOCATED ABOUT 3.7 MILES SOUTHWEST OF CAMPBELLSBURG AND
 HZ2094'ABOUT 1.05 MILES EAST OF SULPHUR ON PROPERTY OWNED BY MR. DAVE
 HZ2094'LAWRENCE AND MR. M.T. MOODY.
 HZ2094'
 HZ2094'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CAMPBELLSBURG GO
 HZ2094'WEST ON U.S. HIGHWAY 481 FOR 2.45 MILES TO JUNCTION WITH
 HZ2094'STATE HIGHWAY 1606. TURN LEFT ON STATE HIGHWAY 1606 AND GO SOUTH 2.35
 HZ2094'MI. TO JUNCTION OF STATE HIGHWAY 157. TURN LEFT ON ST. HWY. 157
 HZ2094'AND GO EAST FOR 1.1 MI. TO AZIMUTH ON LEFT. CONTINUE STRAIGHT AHEAD
 HZ2094'FOR 0.3 MI. TO PRIVATE DRIVE ON RIGHT. TURN RIGHT AND GO SOUTH
 HZ2094'ON PRIVATE DRIVE FOR 0.05 MI. TO MR. DAVE LAWRENCE AND MR. M.T.
 HZ2094'MOODYS TENANT HOUSE AND STATION.
 HZ2094'
 HZ2094'STATION IS LOCATED 119.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF TWO
 HZ2094'STORY FRAME HOUSE, 113.0 FEET NORTH OF NORTHWEST CORNER OF BARN,
 HZ2094'67.3 FEET EAST OF METAL WITNESS POST AND SIGN AND 41.0 FEET SOUTH OF
 HZ2094'CENTER OF DRIVE. THE MARK IS FLUSH WITH SURFACE OF GROUND AND
 HZ2094'THE DISK IS STAMPED I71-T17 1964.
 HZ2094'
 HZ2094'R. M. NO. 1 IS NORTHEAST OF STATION, 58.0 FEET WEST OF FENCE CORNER,
 HZ2094'14.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF SMALL BUILDING,
 HZ2094'9.0 FEET EAST OF FENCE CORNER AND 2.0 FEET SOUTH OF FENCE. THE MARK
 HZ2094'PROJECTS 3 INCHES ABOVE SURFACE OF GROUND AND THE DISK IS
 HZ2094'STAMPED I71-T17 NO. 1 1964.
 HZ2094'
 HZ2094'R.M. NO. 2 IS LOCATED NORTHWEST OF STATION, 114.0 FEET SOUTHWEST OF
 HZ2094'24 INCH GUM TREE, 2.9 FEET EAST OF FENCE AND 2.2 FEET EAST OF
 HZ2094'METAL WITNESS POST AND SIGN. THE MARK PROJECTS 3 INCHES ABOVE SURFACE
 HZ2094'OF GROUND AND THE DISK IS STAMPED I71-T17 NO. 2 1964.
 HZ2094'
 HZ2094'AZIMUTH IS ABOUT 0.35 MILE NORTH OF STATION, 57.0 FEET SOUTHEAST OF
 HZ2094'SOUTHEAST CORNER OF BARN, 22.0 FEET NORTH OF CENTER OF
 HZ2094'HIGHWAY 157, 2.9 FEET SOUTH OF FENCE AND 2.2 FEET SOUTH OF METAL
 HZ2094'WITNESS POST AND SIGN. THE MARK PROJECTS 3 INCHES ABOVE SURFACE
 HZ2094'OF GROUND AND THE DISK IS STAMPED I71-T17 1964.
 HZ2094'
 HZ2094'SURFACE, UNDERGROUND, AZIMUTH AND
 HZ2094'REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLETS
 HZ2094'SET IN CONCRETE AS DESCRIBED.
 HZ2094'
 HZ2094'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2014 ***********************************************************************
 HZ2014  DESIGNATION -  I71 T 18
 HZ2014  PID         -  HZ2014
 HZ2014  STATE/COUNTY-  KY/HENRY
 HZ2014  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ2014
 HZ2014                         *CURRENT SURVEY CONTROL
 HZ2014  ___________________________________________________________________
 HZ2014* NAD 83(1993)-  38 32 27.61279(N)    085 12 48.25573(W)     ADJUSTED  
 HZ2014* NAVD 88     -       267.6    (meters)     878.     (feet)  VERTCON   
 HZ2014  ___________________________________________________________________
 HZ2014  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 HZ2014  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 HZ2014
 HZ2014  HORZ ORDER  -  SECOND
 HZ2014
 HZ2014.The horizontal coordinates were established by classical geodetic methods
 HZ2014.and adjusted by the National Geodetic Survey in April 1998..
 HZ2014
 HZ2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2014
 HZ2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2014
 HZ2014.The geoid height was determined by GEOID03.
 HZ2014
 HZ2014;                    North         East     Units Scale Factor Converg.
 HZ2014;SPC KY1Z     - 1,245,153.608 1,546,780.611   MT  0.99997213   +0 19 46.0
 HZ2014;SPC KY1Z     - 4,085,141.46  5,074,729.39   sFT  0.99997213   +0 19 46.0
 HZ2014;SPC KY N     -   115,988.074   416,011.884   MT  0.99996290   -0 35 57.5
 HZ2014;SPC KY N     -   380,537.54  1,364,865.66   sFT  0.99996290   -0 35 57.5
 HZ2014;UTM  16      - 4,267,356.105   655,704.683   MT  0.99989856   +1 06 48.3
 HZ2014
 HZ2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2014!SPC KY1Z     -   0.99996329  x   0.99997213  =   0.99993542
 HZ2014!SPC KY N     -   0.99996329  x   0.99996290  =   0.99992619
 HZ2014!UTM  16      -   0.99996329  x   0.99989856  =   0.99986186
 HZ2014
 HZ2014:                Primary Azimuth Mark                     Grid Az
 HZ2014:SPC KY1Z     -  I71 T 18 AZ MK                           098 19 33.6
 HZ2014:SPC KY N     -  I71 T 18 AZ MK                           099 15 17.1
 HZ2014:UTM  16      -  I71 T 18 AZ MK                           097 32 31.3
 HZ2014
 HZ2014|---------------------------------------------------------------------|
 HZ2014| PID    Reference Object                     Distance      Geod. Az  |
 HZ2014|                                                           dddmmss.s |
 HZ2014| CG8160 I71 T 18 AZ MK                                     0983919.6 |
 HZ2014| CG8161 I71 T 18 RM 1                        22.777 METERS 12830     |
 HZ2014| HZ2015 CAMPBELLSBURG MUNICIPAL TANK        APPROX. 2.1 KM 1532501.0 |
 HZ2014| HZ2030 ATT MICROWAVE RELAY TOWER           APPROX. 3.9 KM 2475150.8 |
 HZ2014| CG8162 I71 T 18 RM 2                        15.931 METERS 30837     |
 HZ2014|---------------------------------------------------------------------|
 HZ2014
 HZ2014                          SUPERSEDED SURVEY CONTROL
 HZ2014
 HZ2014  NAD 83(1993)-  38 32 27.61280(N)    085 12 48.25603(W) AD(       ) 2
 HZ2014  NAD 83(1986)-  38 32 27.61677(N)    085 12 48.26363(W) AD(       ) 2
 HZ2014  NAD 27      -  38 32 27.38996(N)    085 12 48.43035(W) AD(       ) 2
 HZ2014  NGVD 29 (07/19/86)  267.8    (m)          879.     (f) VERT ANG       
 HZ2014
 HZ2014.Superseded values are not recommended for survey control.
 HZ2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2014.See file dsdata.txt to determine how the superseded data were derived.
 HZ2014
 HZ2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5570567356(NAD 83)
 HZ2014_MARKER: DD = SURVEY DISK
 HZ2014_SETTING: 0 = UNSPECIFIED SETTING
 HZ2014
 HZ2014  HISTORY     - Date     Condition        Report By
 HZ2014  HISTORY     - 1964     MONUMENTED       KYHD
 HZ2014
 HZ2014                          STATION DESCRIPTION
 HZ2014
 HZ2014'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ2014'STATION IS LOCATED ABOUT 1.2 MILES NORTHWEST OF CAMPBELLSBURG,
 HZ2014'KENTUCKY ON PROPERTY OWNED BY MR. PAUL BOYER.
 HZ2014'
 HZ2014'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CAMPBELLSBURG,
 HZ2014'KENTUCKY GO WEST ON U.S. HIGHWAY 421 FOR 0.8 MILE TO T-ROAD. TURN
 HZ2014'RIGHT AND GO NORTH ON GRAVEL ROAD FOR 1.0 MILE TO PRIVATE DRIVE
 HZ2014'NORTH. GO NORTH ON PRIVATE DRIVE FOR 0.1 MILE TO TENANT HOUSE ON
 HZ2014'LEFT. SEE NOTE BELOW. TURN LEFT AND GO NORTH ON EAST SIDE OF
 HZ2014'NORTH-SOUTH FENCE FOR 0.35 MILE TO STATION ON LEFT.
 HZ2014'
 HZ2014'STATION IS LOCATED 136 FEET SOUTHEAST OF T-FENCE, 117 FEET NORTHWEST
 HZ2014'OF T-FENCE, 2.1 FEET NORTHWEST OF FENCE AND 1.5 FEET NORTHWEST OF
 HZ2014'METAL WITNESS POST AND SIGN. THE MARK PROJECTS 3 INCHES ABOVE SURFACE
 HZ2014'OF GROUND AND THE DISK IS STAMPED I71-T18 1964.
 HZ2014'
 HZ2014'R.M. 1 IS SOUTHEAST OF STATION, 42.0 FEET SOUTHEAST OF T-FENCE AND
 HZ2014'1.6 FEET NORTHEAST OF FENCE. THE MARK PROJECTS 3 INCHES ABOVE
 HZ2014'SURFACE OF GROUND AND THE DISK IS STAMPED I71-T18 NO. 1 1964.
 HZ2014'
 HZ2014'R.M. NO. 2 IS NORTHWEST OF STATION, 83.0 FEET SOUTHEAST OF T-FENCE
 HZ2014'AND 1.8 FEET NORTHEAST OF FENCE. THE MARK PROJECTS 3 INCHES ABOVE
 HZ2014'SURFACE OF GROUND AND THE DISK IS STAMPED I71-T18 NO. 2 1964.
 HZ2014'
 HZ2014'AZIMUTH IS 0.35 MILE EAST OF STATION, 71.2 FEET WEST OF POWER POLE
 HZ2014'WITH TRANSFORMER, 14.2 FEET SOUTHWEST OF SOUTHWEST CORNER OF BARN,
 HZ2014'3.0 FEET EAST OF FENCE CORNER, 1.4 FEET EAST OF METAL WITNESS POST
 HZ2014'AND SIGN AND 1.2 FEET SOUTHEAST OF FENCE LINE. THE MARK PROJECTS 3
 HZ2014'INCHES ABOVE SURFACE OF GROUND AND THE DISK IS STAMPED I71-T18 1964.
 HZ2014'
 HZ2014'NOTE- TO REACH AZIMUTH FROM THIS POINT GO STRAIGHT AHEAD FOR 0.1 MILE
 HZ2014'TO BARN AND STATION ON LEFT.
 HZ2014'
 HZ2014'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2014'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ2014'
 HZ2014'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2008 ***********************************************************************
 HZ2008  DESIGNATION -  I71 T 19
 HZ2008  PID         -  HZ2008
 HZ2008  STATE/COUNTY-  KY/TRIMBLE
 HZ2008  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ2008
 HZ2008                         *CURRENT SURVEY CONTROL
 HZ2008  ___________________________________________________________________
 HZ2008* NAD 83(1993)-  38 34 06.90469(N)    085 11 41.66339(W)     ADJUSTED  
 HZ2008* NAVD 88     -       264.6    (meters)     868.     (feet)  VERTCON   
 HZ2008  ___________________________________________________________________
 HZ2008  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 HZ2008  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HZ2008
 HZ2008  HORZ ORDER  -  SECOND
 HZ2008
 HZ2008.The horizontal coordinates were established by classical geodetic methods
 HZ2008.and adjusted by the National Geodetic Survey in April 1998..
 HZ2008
 HZ2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2008
 HZ2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2008
 HZ2008.The geoid height was determined by GEOID03.
 HZ2008
 HZ2008;                    North         East     Units Scale Factor Converg.
 HZ2008;SPC KY1Z     - 1,248,224.603 1,548,375.033   MT  0.99997783   +0 20 26.9
 HZ2008;SPC KY1Z     - 4,095,216.89  5,079,960.42   sFT  0.99997783   +0 20 26.9
 HZ2008;SPC KY N     -   119,032.788   417,655.851   MT  0.99996364   -0 35 16.1
 HZ2008;SPC KY N     -   390,526.74  1,370,259.24   sFT  0.99996364   -0 35 16.1
 HZ2008;UTM  16      - 4,270,448.412   657,256.801   MT  0.99990454   +1 07 32.2
 HZ2008
 HZ2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2008!SPC KY1Z     -   0.99996377  x   0.99997783  =   0.99994160
 HZ2008!SPC KY N     -   0.99996377  x   0.99996364  =   0.99992741
 HZ2008!UTM  16      -   0.99996377  x   0.99990454  =   0.99986831
 HZ2008
 HZ2008:                Primary Azimuth Mark                     Grid Az
 HZ2008:SPC KY1Z     -  I71 L 50 AZ MK                           153 52 17.8
 HZ2008:SPC KY N     -  I71 L 50 AZ MK                           154 48 00.8
 HZ2008:UTM  16      -  I71 L 50 AZ MK                           153 05 12.5
 HZ2008
 HZ2008|---------------------------------------------------------------------|
 HZ2008| PID    Reference Object                     Distance      Geod. Az  |
 HZ2008|                                                           dddmmss.s |
 HZ2008| CG8125 I71 L 50 AZ MK                                     1541244.7 |
 HZ2008| CG8163 I71 T 19 RM 1                        44.188 METERS 17343     |
 HZ2008| CG8164 I71 T 19 RM 2                        36.646 METERS 24511     |
 HZ2008|---------------------------------------------------------------------|
 HZ2008
 HZ2008                          SUPERSEDED SURVEY CONTROL
 HZ2008
 HZ2008  NAD 83(1993)-  38 34 06.90464(N)    085 11 41.66386(W) AD(       ) 2
 HZ2008  NAD 83(1986)-  38 34 06.90883(N)    085 11 41.67191(W) AD(       ) 2
 HZ2008  NAD 27      -  38 34 06.68317(N)    085 11 41.84079(W) AD(       ) 2
 HZ2008  NGVD 29 (07/19/86)  264.8    (m)          869.     (f) VERT ANG       
 HZ2008
 HZ2008.Superseded values are not recommended for survey control.
 HZ2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2008.See file dsdata.txt to determine how the superseded data were derived.
 HZ2008
 HZ2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5725770448(NAD 83)
 HZ2008_MARKER: DD = SURVEY DISK
 HZ2008_SETTING: 0 = UNSPECIFIED SETTING
 HZ2008
 HZ2008  HISTORY     - Date     Condition        Report By
 HZ2008  HISTORY     - 1964     MONUMENTED       KYHD
 HZ2008
 HZ2008                          STATION DESCRIPTION
 HZ2008
 HZ2008'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ2008'STATION IS LOCATED ABOUT 3.2 MILES NORTH OF CAMPBELLSBURG, KENTUCKY
 HZ2008'ON WORTH LAWRENCE ESTATE.
 HZ2008'
 HZ2008'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CAMPBELLSBURG,
 HZ2008'KENTUCKY GO EAST ON U.S. HIGHWAY 421 FOR 1.70 MILES TO JUNCTION
 HZ2008'WITH STATE HIGHWAY 55. TURN LEFT AND GO NORTH ON STATE HIGHWAY 55 FOR
 HZ2008'2.6 MILES TO AZIMUTH ON LEFT.  CONTINUE STRAIGHT AHEAD ON
 HZ2008'STATE HIGHWAY 55 FOR 0.35 MILE TO PRIVATE DRIVE RIGHT. TURN RIGHT ON
 HZ2008'PRIVATE DRIVE AND GO EAST FOR 0.05 MILE TO RESIDENCE AND STATION.
 HZ2008'
 HZ2008'STATION IS LOCATED 148.0 FEET NORTH OF NORTHWEST CORNER OF
 HZ2008'SUBSTATION, 146.0 FEET SOUTH OF SOUTHWEST CORNER OF
 HZ2008'TWO-STORY BRICK HOUSE AND 92.0 FEET NORTHWEST OF 10 INCH APPLE TREE.
 HZ2008'THE MARK IS 12 INCHES BELOW SURFACE OF GROUND AND THE DISK IS
 HZ2008'STAMPED I71-T19 1964.
 HZ2008'
 HZ2008'RM NO 1 IS SOUTH OF STATION, 59.0 FEET EAST OF CENTER OF HIGHWAY 55,
 HZ2008'32.0 FEET EAST OF FENCE CORNER AND 3.3 FEET NORTH OF
 HZ2008'NORTHWEST CORNER OF SUB STATION. THE MARK PROJECTS 3 INCHES ABOVE
 HZ2008'SURFACE OF GROUND AND THE DISK IS STAMPED I71-T19 NO 1 1964.
 HZ2008'
 HZ2008'RM NO. 2 IS SOUTHWEST OF STATION, 29.5 FEET EAST OF CENTER OF
 HZ2008'HIGHWAY55, 3.0 FEET EAST OF FENCE AND 2.1 FEET EAST OF METAL
 HZ2008'WITNESS POST AND SIGN.  THE MARK PROJECTS 3 INCHES ABOVE GROUND AND
 HZ2008'THE DISK IS STAMPED I71-T19 NO. 2 1964.
 HZ2008'
 HZ2008'AZIMUTH IS LOCATED ABOUT 0.3 MILE SOUTH OF STATION, 85.0 FEET WEST OF
 HZ2008'NORTHWEST CORNER OF 1-1/2 STORY FRAME HOUSE, 45.3 FEET
 HZ2008'NORTHEAST OF CENTER OF HIGHWAY 55, 9.0 FEET NORTHEAST OF POWER POLE,
 HZ2008'6.0 FEET SOUTHWEST OF FENCE LINE AND 5.3 FEET SOUTHWEST OF METAL
 HZ2008'WITNESS POST AND SIGN. THE MARK PROJECTS 2 INCHES ABOVE SURFACE OF
 HZ2008'GROUND AND THE DISK IS STAMPED I71-L50 1964.
 HZ2008'
 HZ2008'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2008'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ2008'
 HZ2008'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2010 ***********************************************************************
 HZ2010  DESIGNATION -  I71 T 20
 HZ2010  PID         -  HZ2010
 HZ2010  STATE/COUNTY-  KY/HENRY
 HZ2010  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ2010
 HZ2010                         *CURRENT SURVEY CONTROL
 HZ2010  ___________________________________________________________________
 HZ2010* NAD 83(1993)-  38 34 06.00007(N)    085 10 46.07026(W)     ADJUSTED  
 HZ2010* NAVD 88     -       259.6    (meters)     852.     (feet)  VERTCON   
 HZ2010  ___________________________________________________________________
 HZ2010  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 HZ2010  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HZ2010
 HZ2010  HORZ ORDER  -  SECOND
 HZ2010
 HZ2010.The horizontal coordinates were established by classical geodetic methods
 HZ2010.and adjusted by the National Geodetic Survey in April 1998..
 HZ2010
 HZ2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2010
 HZ2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2010
 HZ2010.The geoid height was determined by GEOID03.
 HZ2010
 HZ2010;                    North         East     Units Scale Factor Converg.
 HZ2010;SPC KY1Z     - 1,248,204.826 1,549,720.966   MT  0.99997778   +0 21 01.0
 HZ2010;SPC KY1Z     - 4,095,152.00  5,084,376.20   sFT  0.99997778   +0 21 01.0
 HZ2010;SPC KY N     -   118,991.203   419,001.268   MT  0.99996363   -0 34 41.5
 HZ2010;SPC KY N     -   390,390.31  1,374,673.33   sFT  0.99996363   -0 34 41.5
 HZ2010;UTM  16      - 4,270,447.075   658,602.783   MT  0.99990978   +1 08 06.9
 HZ2010
 HZ2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2010!SPC KY1Z     -   0.99996455  x   0.99997778  =   0.99994233
 HZ2010!SPC KY N     -   0.99996455  x   0.99996363  =   0.99992819
 HZ2010!UTM  16      -   0.99996455  x   0.99990978  =   0.99987434
 HZ2010
 HZ2010|---------------------------------------------------------------------|
 HZ2010| PID    Reference Object                     Distance      Geod. Az  |
 HZ2010|                                                           dddmmss.s |
 HZ2010| CG8166 I71 T 20 RM 1                        27.650 METERS 05541     |
 HZ2010| CG8165 I71 T 20 AZ MK                                     1425517.3 |
 HZ2010| CG8167 I71 T 20 RM 2                        22.871 METERS 29142     |
 HZ2010|---------------------------------------------------------------------|
 HZ2010
 HZ2010                          SUPERSEDED SURVEY CONTROL
 HZ2010
 HZ2010  NAD 83(1993)-  38 34 06.00006(N)    085 10 46.07077(W) AD(       ) 2
 HZ2010  NAD 83(1986)-  38 34 06.00438(N)    085 10 46.07895(W) AD(       ) 2
 HZ2010  NAD 27      -  38 34 05.77858(N)    085 10 46.25001(W) AD(       ) 2
 HZ2010  NGVD 29 (07/19/86)  259.8    (m)          852.     (f) VERT ANG       
 HZ2010
 HZ2010.Superseded values are not recommended for survey control.
 HZ2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2010.See file dsdata.txt to determine how the superseded data were derived.
 HZ2010
 HZ2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5860370447(NAD 83)
 HZ2010_MARKER: DD = SURVEY DISK
 HZ2010_SETTING: 0 = UNSPECIFIED SETTING
 HZ2010
 HZ2010  HISTORY     - Date     Condition        Report By
 HZ2010  HISTORY     - 1964     MONUMENTED       KYHD
 HZ2010
 HZ2010                          STATION DESCRIPTION
 HZ2010
 HZ2010'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ2010'STATION IS LOCATED ABOUT 1.0 MILE NORTHWEST OF TURNERS STATION, ABOUT
 HZ2010'5.0 MILES SOUTHWEST OF ENGLISH AND ABOUT 7.8 MILES SOUTH OF
 HZ2010'CARROLLTON ON PROPERTY OWNED BY DELMAR H. LEWIS.
 HZ2010'
 HZ2010'TO REACH THE STATION FROM THE CARROLL COUNTY COURTHOUSE IN CARROLLTON
 HZ2010'GO WEST ON U.S. HIGHWAY 42 FOR 0.9 MILE TO JUNCTION WITH
 HZ2010'STATE HIGHWAY 55. TURN LEFT AND GO SOUTH ON HIGHWAY 55 FOR 1.35 MILES
 HZ2010'TO JUNCTION WITH STATE HIGHWAY 389. TURN LEFT AND GO SOUTHEAST
 HZ2010'ON STATE HIGHWAY 389 FOR 2.95 MILES TO T-ROAD RIGHT MILL CREEK ROAD.
 HZ2010'TURN RIGHT AND GO SOUTHWEST ON MILL CREEK ROAD FOR 5.70 MILES TO
 HZ2010'PRIVATE DRIVE ON RIGHT. TURN RIGHT AND GO NORTHWEST FOR 0.55 MILE
 HZ2010'TO THE LEWIS RESIDENCE ON RIGHT. FROM HERE PROCEED BETWEEN TWO BARNS
 HZ2010'TO STATION IN BARN LOT, APPROXIMATELY 300.0 FEET FROM THE LEWIS
 HZ2010'RESIDENCE.
 HZ2010'
 HZ2010'STATION IS LOCATED 148.5 FEET NORTH OF NORTHWEST CORNER OF BARN, 53.0
 HZ2010'FEET SOUTHEAST OF FENCE CORNER AND 38.0 FEET SOUTH OF FENCE
 HZ2010'LINE. THE MARK IS SET 18 INCHES BELOW SURFACE OF GROUND AND THE DISK
 HZ2010'IS STAMPED I71-T20 1964.
 HZ2010'
 HZ2010'RM NO 1 IS NORTHEAST OF THE STATION, 169.0 FEET NORTHWEST OF AN 18
 HZ2010'INCH HICKORY TREE, 54.0 FT WEST OF FENCE CORNER AND 1.3 FEET
 HZ2010'SOUTH OF FENCE AND METAL WITNESS POST AND SIGN. THE MARK IS
 HZ2010'PROJECTING 3 INCHES ABOVE THE GROUND AND THE DISK IS STAMPED
 HZ2010'I71-T20 NO. 1 1964.
 HZ2010'
 HZ2010'RM NO 2 IS NORTHWEST OF THE STA.  105.0 FEET EAST OF A 12 INCH
 HZ2010'WALNUT TREE, 28.0 FEET WEST OF FENCE CORNER AND 1.2 FEET SOUTH
 HZ2010'OF FENCE. THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED I71-T20
 HZ2010'NO. 2 1964.
 HZ2010'
 HZ2010'AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF STATION, 87.0 FEET EAST OF
 HZ2010'SOUTHEAST CORNER OF BARN, 4.0 FEET WEST OF FENCE CORNER AND
 HZ2010'1.4 FEET NORTH OF METAL WITNESS POST AND SIGN. THE MARK IS PROJECTING
 HZ2010'3 INCHES ABOVE THE GROUND AND THE DISK IS STAMPED I71-T20 1964.
 HZ2010'
 HZ2010'TO REACH THE AZIMUTH FROM THIS POINT, CONTINUE STRAIGHT AHEAD ON MILL
 HZ2010'CREEK ROAD FOR 0.55 MILE TO T-ROAD RIGHT. TURN RIGHT AND GO WEST
 HZ2010'FOR 0.15 MILE TO PRIVATE DRIVE RIGHT AND ENTRANCE OF HILLCREST FARMS.
 HZ2010'TURN RIGHT ON PRIVATE DRIVE AND GO NORTHWEST FOR 0.2 MILE TO
 HZ2010'MARK ON LEFT.
 HZ2010'
 HZ2010'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2010'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ2010'
 HZ2010'HEIGHT OF LIGHT ABOVE STATION MARK 2.10 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2011 ***********************************************************************
 HZ2011  DESIGNATION -  I71 T 21
 HZ2011  PID         -  HZ2011
 HZ2011  STATE/COUNTY-  KY/CARROLL
 HZ2011  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ2011
 HZ2011                         *CURRENT SURVEY CONTROL
 HZ2011  ___________________________________________________________________
 HZ2011* NAD 83(1993)-  38 36 47.06623(N)    085 10 08.40542(W)     ADJUSTED  
 HZ2011* NAVD 88     -       241.7    (meters)     793.     (feet)  VERTCON   
 HZ2011  ___________________________________________________________________
 HZ2011  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 HZ2011  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HZ2011
 HZ2011  HORZ ORDER  -  SECOND
 HZ2011
 HZ2011.The horizontal coordinates were established by classical geodetic methods
 HZ2011.and adjusted by the National Geodetic Survey in April 1998..
 HZ2011
 HZ2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2011
 HZ2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2011
 HZ2011.The geoid height was determined by GEOID03.
 HZ2011
 HZ2011;                    North         East     Units Scale Factor Converg.
 HZ2011;SPC KY1Z     - 1,253,176.819 1,550,601.815   MT  0.99998752   +0 21 24.2
 HZ2011;SPC KY1Z     - 4,111,464.28  5,087,266.12   sFT  0.99998752   +0 21 24.2
 HZ2011;SPC KY N     -   123,948.180   419,962.547   MT  0.99996531   -0 34 18.1
 HZ2011;SPC KY N     -   406,653.32  1,377,827.12   sFT  0.99996531   -0 34 18.1
 HZ2011;UTM  16      - 4,275,430.322   659,415.323   MT  0.99991296   +1 08 34.4
 HZ2011
 HZ2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2011!SPC KY1Z     -   0.99996737  x   0.99998752  =   0.99995489
 HZ2011!SPC KY N     -   0.99996737  x   0.99996531  =   0.99993268
 HZ2011!UTM  16      -   0.99996737  x   0.99991296  =   0.99988034
 HZ2011
 HZ2011:                Primary Azimuth Mark                     Grid Az
 HZ2011:SPC KY1Z     -  I71 T 21 AZ MK                           070 06 20.1
 HZ2011:SPC KY N     -  I71 T 21 AZ MK                           071 02 02.4
 HZ2011:UTM  16      -  I71 T 21 AZ MK                           069 19 09.9
 HZ2011
 HZ2011|---------------------------------------------------------------------|
 HZ2011| PID    Reference Object                     Distance      Geod. Az  |
 HZ2011|                                                           dddmmss.s |
 HZ2011| HZ2006 I71 T 21 AZ MK                      APPROX. 0.8 KM 0702744.3 |
 HZ2011| CG8168 I71 T 21 RM 1                        17.530 METERS 21453     |
 HZ2011| CG8169 I71 T 21 RM 2                         9.448 METERS 29144     |
 HZ2011|---------------------------------------------------------------------|
 HZ2011
 HZ2011                          SUPERSEDED SURVEY CONTROL
 HZ2011
 HZ2011  NAD 83(1993)-  38 36 47.06604(N)    085 10 08.40614(W) AD(       ) 2
 HZ2011  NAD 83(1986)-  38 36 47.07080(N)    085 10 08.41504(W) AD(       ) 2
 HZ2011  NAD 27      -  38 36 46.84711(N)    085 10 08.58630(W) AD(       ) 2
 HZ2011  NGVD 29 (07/19/86)  241.9    (m)          794.     (f) VERT ANG       
 HZ2011
 HZ2011.Superseded values are not recommended for survey control.
 HZ2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2011.See file dsdata.txt to determine how the superseded data were derived.
 HZ2011
 HZ2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5941575430(NAD 83)
 HZ2011_MARKER: DD = SURVEY DISK
 HZ2011_SETTING: 0 = UNSPECIFIED SETTING
 HZ2011
 HZ2011  HISTORY     - Date     Condition        Report By
 HZ2011  HISTORY     - 1964     MONUMENTED       KYHD
 HZ2011
 HZ2011                          STATION DESCRIPTION
 HZ2011
 HZ2011'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ2011'STATION IS LOCATED ABOUT 3.8 MILES NORTH OF TURNERS STATION, 2.1
 HZ2011'MILES SOUTHWEST OF ENGLISH AND 5.0 MILES SOUTH OF CARROLLTON,
 HZ2011'KENTUCKY ON PROPERTY OWNED BY DEWEY BRENT.
 HZ2011'
 HZ2011'TO REACH THE STATION FROM THE CARROLL COUNTY COURTHOUSE IN
 HZ2011'CARROLLTON, KENTUCKY GO WEST ON U.S. HIGHWAY 42 FOR 0.9 MILE TO
 HZ2011'JUNCTION WITH STATE HIGHWAY 55. TURN LEFT AND GO SOUTH ON STATE
 HZ2011'HIGHWAY 55 FOR 1.35 MILES TO JUNCTION WITH STATE HIGHWAY 389.
 HZ2011'TURN LEFT AND GO SOUTHEAST ON STATE HIGHWAY 389 FOR 2.95 MILES TO
 HZ2011'T-ROAD RIGHT AND MILL CREEK ROAD. TURN RIGHT ON MILL CREEK
 HZ2011'ROAD AND GO SOUTHWEST FOR 1.75 MILES TO AZIMUTH ON LEFT. CONTINUE
 HZ2011'STRAIGHT AHEAD FOR 0.1 MILE TO T-ROAD RIGHT. TURN RIGHT AND GO
 HZ2011'WEST FOR 0.3 MILE TO DIM ROAD ON LEFT. TURN LEFT AND GO SOUTHWEST FOR
 HZ2011'0.20 MILE TO STATION. THIS IS A FOUR WHEEL VEHICULAR ROAD ONLY.
 HZ2011'
 HZ2011'STATION IS LOCATED ABOUT 150.0 FEET EAST OF HIGHEST POINT ON HILL,
 HZ2011'60.3 FEET NORTHEAST OF METAL WITNESS POST AND SIGN, 54.0 FEET
 HZ2011'NORTHEAST OF FENCE CORNER AND 25.5 FEET EAST OF FENCE. THE MARK IS
 HZ2011'SET FLUSH WITH GROUND AND THE DISK IS STAMPED I71-T21 1964.
 HZ2011'
 HZ2011'R.M. NO. 1 IS NORTHWEST OF STATION, 5.6 FEET WEST OF FENCE CORNER,
 HZ2011'2.8 FEET NORTHEAST OF METAL WITNESS POST AND SIGN AND 2.2 FEET
 HZ2011'NORTH OF FENCE CORNER. THE MARK PROJECTS 3 INCHES ABOVE THE GROUND
 HZ2011'AND THE DISK IS STAMPED I71-T21 NO.  1964.
 HZ2011'
 HZ2011'R.M. NO. 2 IS SOUTHWEST OF STATION, 5.5 FEET SOUTHWEST OF FENCE
 HZ2011'CORNER AND 5.1 FEET WEST OF FENCE. THE MARK PROJECTS 3 INCHES
 HZ2011'ABOVE THE GROUND AND IS STAMPED I71-T21 NO. 21964.
 HZ2011'
 HZ2011'AZIMUTH IS ABOUT 0.4 MILE EAST OF STATION, 38.0 FEET SOUTH OF ROAD
 HZ2011'AND DRIVE, 17.0 FEET SOUTHEAST OF CENTER OF ROAD, 3.0 FEET NORTH
 HZ2011'OF TELEPHONE POLE NO 8 AND 2.5 FEET NORTH OF METAL WITNESS POST AND
 HZ2011'SIGN. THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED I71-T21
 HZ2011'1964.
 HZ2011'
 HZ2011'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2011'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 HZ2011'DESCRIBED.
 HZ2011'
 HZ2011'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2006 ***********************************************************************
 HZ2006  DESIGNATION -  I71 T 21 AZ MK
 HZ2006  PID         -  HZ2006
 HZ2006  STATE/COUNTY-  KY/CARROLL
 HZ2006  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ2006
 HZ2006                         *CURRENT SURVEY CONTROL
 HZ2006  ___________________________________________________________________
 HZ2006* NAD 83(1993)-  38 36 55.52523(N)    085 09 38.01832(W)     ADJUSTED  
 HZ2006* NAVD 88     -       141.9    (meters)     466.     (feet)  VERTCON   
 HZ2006  ___________________________________________________________________
 HZ2006  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 HZ2006  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ2006
 HZ2006  HORZ ORDER  -  SECOND
 HZ2006
 HZ2006.The horizontal coordinates were established by classical geodetic methods
 HZ2006.and adjusted by the National Geodetic Survey in April 1998..
 HZ2006
 HZ2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2006
 HZ2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2006
 HZ2006.The geoid height was determined by GEOID03.
 HZ2006
 HZ2006;                    North         East     Units Scale Factor Converg.
 HZ2006;SPC KY1Z     - 1,253,442.259 1,551,335.311   MT  0.99998805   +0 21 42.8
 HZ2006;SPC KY1Z     - 4,112,335.14  5,089,672.60   sFT  0.99998805   +0 21 42.8
 HZ2006;SPC KY N     -   124,201.695   420,700.231   MT  0.99996541   -0 33 59.1
 HZ2006;SPC KY N     -   407,485.06  1,380,247.34   sFT  0.99996541   -0 33 59.1
 HZ2006;UTM  16      - 4,275,705.782   660,145.054   MT  0.99991583   +1 08 53.6
 HZ2006
 HZ2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2006!SPC KY1Z     -   0.99998303  x   0.99998805  =   0.99997108
 HZ2006!SPC KY N     -   0.99998303  x   0.99996541  =   0.99994844
 HZ2006!UTM  16      -   0.99998303  x   0.99991583  =   0.99989886
 HZ2006
 HZ2006                          SUPERSEDED SURVEY CONTROL
 HZ2006
 HZ2006  NAD 83(1993)-  38 36 55.52506(N)    085 09 38.01905(W) AD(       ) 2
 HZ2006  NAD 83(1986)-  38 36 55.53000(N)    085 09 38.02749(W) AD(       ) 2
 HZ2006  NAD 27      -  38 36 55.30617(N)    085 09 38.20008(W) AD(       ) 2
 HZ2006  NGVD 29 (07/19/86)  142.1    (m)          466.     (f) VERT ANG       
 HZ2006
 HZ2006.Superseded values are not recommended for survey control.
 HZ2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2006.See file dsdata.txt to determine how the superseded data were derived.
 HZ2006
 HZ2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6014575706(NAD 83)
 HZ2006_MARKER: DD = SURVEY DISK
 HZ2006_SETTING: 0 = UNSPECIFIED SETTING
 HZ2006
 HZ2006  HISTORY     - Date     Condition        Report By
 HZ2006  HISTORY     - 1964     MONUMENTED       KYHD
 HZ2006
 HZ2006                          STATION DESCRIPTION
 HZ2006
 HZ2006'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964
 HZ2006'TO REACH THE STATION FROM THE CARROLL COUNTY COURTHOUSE IN
 HZ2006'CARROLLTON, KENTUCKY GO WEST ON U.S. HIGHWAY 42 FOR 0.9 MILE TO
 HZ2006'JUNCTION WITH STATE HIGHWAY 55. TURN LEFT AND GO SOUTH ON STATE
 HZ2006'HIGHWAY 55 FOR 1.35 MILES TO JUNCTION WITH STATE HIGHWAY 389.
 HZ2006'TURN LEFT AND GO SOUTHEAST ON STATE HIGHWAY 389 FOR 2.95 MILES TO
 HZ2006'T-ROAD RIGHT AND MILL CREEK ROAD. TURN RIGHT ON MILL CREEK
 HZ2006'ROAD AND GO SOUTHWEST FOR 1.75 MILES TO AZIMUTH ON LEFT.
 HZ2006'
 HZ2006'AZIMUTH IS ABOUT 0.4 MILE EAST OF STATION, 38.0 FEET SOUTH OF ROAD
 HZ2006'AND DRIVE, 17.0 FEET SOUTHEAST OF CENTER OF ROAD, 3.0 FEET NORTH
 HZ2006'OF TELEPHONE POLE NO 8 AND 2.5 FEET NORTH OF METAL WITNESS POST AND
 HZ2006'SIGN. THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED I71-T21
 HZ2006'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2007 ***********************************************************************
 HZ2007  DESIGNATION -  I71 T 22
 HZ2007  PID         -  HZ2007
 HZ2007  STATE/COUNTY-  KY/CARROLL
 HZ2007  USGS QUAD   -  CAMPBELLSBURG (1969)
 HZ2007
 HZ2007                         *CURRENT SURVEY CONTROL
 HZ2007  ___________________________________________________________________
 HZ2007* NAD 83(1993)-  38 37 25.82501(N)    085 08 54.11402(W)     ADJUSTED  
 HZ2007* NAVD 88     -       147.5    (meters)     484.     (feet)  VERTCON   
 HZ2007  ___________________________________________________________________
 HZ2007  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 HZ2007  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ2007
 HZ2007  HORZ ORDER  -  SECOND
 HZ2007
 HZ2007.The horizontal coordinates were established by classical geodetic methods
 HZ2007.and adjusted by the National Geodetic Survey in April 1998..
 HZ2007
 HZ2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2007
 HZ2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2007
 HZ2007.The geoid height was determined by GEOID03.
 HZ2007
 HZ2007;                    North         East     Units Scale Factor Converg.
 HZ2007;SPC KY1Z     - 1,254,383.320 1,552,391.412   MT  0.99998996   +0 22 09.8
 HZ2007;SPC KY1Z     - 4,115,422.61  5,093,137.49   sFT  0.99998996   +0 22 09.8
 HZ2007;SPC KY N     -   125,125.502   421,771.415   MT  0.99996580   -0 33 31.8
 HZ2007;SPC KY N     -   410,515.92  1,383,761.72   sFT  0.99996580   -0 33 31.8
 HZ2007;UTM  16      - 4,276,661.183   661,188.065   MT  0.99991996   +1 09 21.8
 HZ2007
 HZ2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2007!SPC KY1Z     -   0.99998216  x   0.99998996  =   0.99997212
 HZ2007!SPC KY N     -   0.99998216  x   0.99996580  =   0.99994796
 HZ2007!UTM  16      -   0.99998216  x   0.99991996  =   0.99990212
 HZ2007
 HZ2007:                Primary Azimuth Mark                     Grid Az
 HZ2007:SPC KY1Z     -  I71 T 22 AZ MK                           071 34 08.7
 HZ2007:SPC KY N     -  I71 T 22 AZ MK                           072 29 50.3
 HZ2007:UTM  16      -  I71 T 22 AZ MK                           070 46 56.7
 HZ2007
 HZ2007|---------------------------------------------------------------------|
 HZ2007| PID    Reference Object                     Distance      Geod. Az  |
 HZ2007|                                                           dddmmss.s |
 HZ2007| CG8170 I71 T 22 AZ MK                                     0715618.5 |
 HZ2007| CG8171 I71 T 22 RM 1                        12.502 METERS 24906     |
 HZ2007| CG8172 I71 T 22 RM 2                        23.557 METERS 34221     |
 HZ2007|---------------------------------------------------------------------|
 HZ2007
 HZ2007                          SUPERSEDED SURVEY CONTROL
 HZ2007
 HZ2007  NAD 83(1993)-  38 37 25.82487(N)    085 08 54.11487(W) AD(       ) 2
 HZ2007  NAD 83(1986)-  38 37 25.82955(N)    085 08 54.12384(W) AD(       ) 2
 HZ2007  NAD 27      -  38 37 25.60574(N)    085 08 54.29750(W) AD(       ) 2
 HZ2007  NGVD 29 (07/19/86)  147.7    (m)          485.     (f) VERT ANG       
 HZ2007
 HZ2007.Superseded values are not recommended for survey control.
 HZ2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2007.See file dsdata.txt to determine how the superseded data were derived.
 HZ2007
 HZ2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6118876661(NAD 83)
 HZ2007_MARKER: DD = SURVEY DISK
 HZ2007_SETTING: 0 = UNSPECIFIED SETTING
 HZ2007
 HZ2007  HISTORY     - Date     Condition        Report By
 HZ2007  HISTORY     - 1964     MONUMENTED       KYHD
 HZ2007
 HZ2007                          STATION DESCRIPTION
 HZ2007
 HZ2007'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ2007'STATION IS LOCATED ABOUT 4.2 MILES SOUTH OF CARROLLTON, KENTUCKY AND
 HZ2007'ABOUT 1.2 MILES WEST OF ENGLISH, KENTUCKY ON PROPERTY OWNED BY
 HZ2007'JAMES S. WASHBURN.
 HZ2007'
 HZ2007'TO REACH THE STATION FROM ENGLISH CHRISTIAN CHURCH IN ENGLISH,
 HZ2007'KENTUCKY GO NORTH ON STATE HIGHWAY 389 FOR 0.3 MILE TO SIDE ROAD
 HZ2007'LEFT. TURN LEFT AND GO WEST FOR 0.25 MILE TO T-ROAD LEFT. CONTINUE
 HZ2007'STRAIGHT AHEAD FOR 0.90 MILE TO L AND N RAILROAD CROSSING TO THE
 HZ2007'AZIMUTH. CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO STATION ON RIGHT AS
 HZ2007'DESCRIBED.
 HZ2007'
 HZ2007'STATION IS LOCATED 117.5 FEET NORTHWEST FROM POWER POLE, 72.0 FEET
 HZ2007'SOUUTH EAST OF WITNESS POST AND SIGN AND 71.7 FEET SOUTHEAST OF
 HZ2007'WOVEN WIRE FENCE, 48.0 FEET NORTHEAST OF CENTER OF DRIVE. THE MARK IS
 HZ2007'SET 12 INCHES BELOW SURFACE OF GROUND AND THE DISK IS STAMPED
 HZ2007'I71-T22 1964.
 HZ2007'
 HZ2007'R.M. NO.1IS 41.02 FEET SOUTHWEST OF STATION, 76.6 FEET SOUTHEAST OF
 HZ2007'CENTER OF DRIVE AND IRON GATE AND 7.0 FEET NORTHEAST OF
 HZ2007'CENTER OF DRIVE. THE MARK IS SET FLUSH AND THE DISK IS STAMPED
 HZ2007'I71-T22 NO. 1 1964.
 HZ2007'
 HZ2007'R.M. NO. 2 IS 77.29 FEET NORTHWEST OF STATION, 41.0 FEET SOUTHEAST OF
 HZ2007'SOUTH RAIL OF L AND N RAILROAD, 19.0 FEET EAST OF TELEPHONE POLE
 HZ2007'A-78, 5.5 FEET NORTHWEST OF WOVEN WIRE FENCE AND 5.2 FEET NORTHWEST
 HZ2007'OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 3 INCHES
 HZ2007'ABOVE THE GROUND AND THE DISK IS STAMPED I71-T22 NO. 2 1964.
 HZ2007'
 HZ2007'AZIMUTH MARK IS LOCATED ABOUT 120.0 FEET SOUTH OF RAILROAD CROSSING,
 HZ2007'49.0 FEET SOUTHEAST OF CENTER OF ROAD, 33.7 FEET NORTHWEST OF
 HZ2007'TELEPHONE POLE NO. 3, 2.9 FEET SOUTHWEST FROM POWER POLE AND 2.5 FEET
 HZ2007'SOUTHWEST FROM METAL WITNESS POST AND SIGN. THE MARK PROJECTS 3
 HZ2007'INCHES ABOVE THE GROUND AND THE DISK IS STAMPED I71-T22 1964.
 HZ2007'
 HZ2007'SURFACE, UNDRGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2007'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 HZ2007'DESCRIBED.
 HZ2007'
 HZ2007'HEIGHT OF LIGHT ABOVE STATION MARK 1.87 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1996 ***********************************************************************
 HZ1996  DESIGNATION -  I71 T 23
 HZ1996  PID         -  HZ1996
 HZ1996  STATE/COUNTY-  KY/CARROLL
 HZ1996  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1996
 HZ1996                         *CURRENT SURVEY CONTROL
 HZ1996  ___________________________________________________________________
 HZ1996* NAD 83(1993)-  38 38 55.03953(N)    085 06 20.55515(W)     ADJUSTED  
 HZ1996* NAVD 88     -       238.8    (meters)     783.     (feet)  VERTCON   
 HZ1996  ___________________________________________________________________
 HZ1996  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 HZ1996  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ1996
 HZ1996  HORZ ORDER  -  SECOND
 HZ1996
 HZ1996.The horizontal coordinates were established by classical geodetic methods
 HZ1996.and adjusted by the National Geodetic Survey in April 1998..
 HZ1996
 HZ1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ1996
 HZ1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1996
 HZ1996.The geoid height was determined by GEOID03.
 HZ1996
 HZ1996;                    North         East     Units Scale Factor Converg.
 HZ1996;SPC KY1Z     - 1,257,159.024 1,556,086.855   MT  0.99999570   +0 23 44.0
 HZ1996;SPC KY1Z     - 4,124,529.23  5,105,261.62   sFT  0.99999570   +0 23 44.0
 HZ1996;SPC KY N     -   127,840.915   425,511.232   MT  0.99996707   -0 31 56.3
 HZ1996;SPC KY N     -   419,424.74  1,396,031.43   sFT  0.99996707   -0 31 56.3
 HZ1996;UTM  16      - 4,279,487.211   664,844.783   MT  0.99993464   +1 10 60.0
 HZ1996
 HZ1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1996!SPC KY1Z     -   0.99996783  x   0.99999570  =   0.99996353
 HZ1996!SPC KY N     -   0.99996783  x   0.99996707  =   0.99993490
 HZ1996!UTM  16      -   0.99996783  x   0.99993464  =   0.99990248
 HZ1996
 HZ1996|---------------------------------------------------------------------|
 HZ1996| PID    Reference Object                     Distance      Geod. Az  |
 HZ1996|                                                           dddmmss.s |
 HZ1996| CG8174 I71 T 23 RM 1                        21.798 METERS 16618     |
 HZ1996| CG8175 I71 T 23 RM 2                        16.771 METERS 25306     |
 HZ1996| CG8173 I71 T 23 AZ MK                                     3294126.8 |
 HZ1996|---------------------------------------------------------------------|
 HZ1996
 HZ1996                          SUPERSEDED SURVEY CONTROL
 HZ1996
 HZ1996  NAD 83(1993)-  38 38 55.03953(N)    085 06 20.55641(W) AD(       ) 2
 HZ1996  NAD 83(1986)-  38 38 55.04373(N)    085 06 20.56473(W) AD(       ) 2
 HZ1996  NAD 27      -  38 38 54.81972(N)    085 06 20.74216(W) AD(       ) 2
 HZ1996  NGVD 29 (07/19/86)  239.0    (m)          784.     (f) VERT ANG       
 HZ1996
 HZ1996.Superseded values are not recommended for survey control.
 HZ1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1996.See file dsdata.txt to determine how the superseded data were derived.
 HZ1996
 HZ1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6484579487(NAD 83)
 HZ1996_MARKER: DD = SURVEY DISK
 HZ1996_SETTING: 0 = UNSPECIFIED SETTING
 HZ1996
 HZ1996  HISTORY     - Date     Condition        Report By
 HZ1996  HISTORY     - 1964     MONUMENTED       KYHD
 HZ1996
 HZ1996                          STATION DESCRIPTION
 HZ1996
 HZ1996'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ1996'STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF CARROLLTON, KENTUCKY
 HZ1996'ON PROPERTY OWNED BY MRS. FRANK POWERS.
 HZ1996'
 HZ1996'TO REACH THE STATION FROM THE CARROLL COUNTY COURTHOUSE IN
 HZ1996'CARROLLTON, KENTUCKY GO EAST ON U.S. HIGHWAY 42 FOR 1.05 MILES
 HZ1996'TO JUNCTION WITH STATE HIGHWAY 36 AND U.S. HIGHWAY 227. TURN RIGHT
 HZ1996'AND GO SOUTH ON U.S. HIGHWAY 227 FOR 3.55 MILES TO T-ROAD LEFT.
 HZ1996'TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 0.85 MILE TO PRIVATE DRIVE
 HZ1996'ON LEFT. TURN LEFT AND GO NORTHEAST ON PRIVATE DRIVE FOR 0.1
 HZ1996'MILE TO THE RESIDENCE OF MR. J. C. WRIGHTS AND ROAD ON LEFT. TURN
 HZ1996'LEFT AND GO NORTH FOR 0.66 MILE TO STATION ON LEFT.
 HZ1996'
 HZ1996'STATION IS LOCATED 143.8 FEET NORTHEAST OF 24 INCH LOCUST TREE, 61.6
 HZ1996'FEET NORTH OF NORTHEAST CORNER OF SMALL BUILDING, 19.1
 HZ1996'FEET NORTH OF NORTHEAST CORNER OF CONCRETE SLAB AROUND WELL AND 2.3
 HZ1996'FEET NORTH OF METAL WITNESS POST AND SIGN. THE MARK PROJECTS 3
 HZ1996'INCHES ABOVE THE GROUND AND THE DISK IS STAMPED I71-T23 1964.
 HZ1996'
 HZ1996'R.M. NO.1 IS LOCATED SOUTHEAST OF STATION, 49.7 FEET SOUTHEAST OF
 HZ1996'SOUTHEAST CORNER OF CONCRETE SLAB AROUND WELL AND 3.0 FEET
 HZ1996'NORTHEAST OF SOUTHEAST CORNER OF SMALL BUILDING. THE MARK PROJECTS 3
 HZ1996'INCHES ABOVE THE GROUND AND THE DISK IS STAMPED I71-T23 NO. 1 1964.
 HZ1996'
 HZ1996'R.M. NO. 2 IS WEST OF STATION, 107.5 FEET NORTH OF NORTHEAST CORNER
 HZ1996'OF BARN, 85.0 FEET EAST OF 36 INCH PEAR TREE AND 2.2 FEET
 HZ1996'NORTHWEST OF FENCE. THE MARK PROJECTS 3 INCHES ABOVE THE GROUND AND
 HZ1996'THE DISK IS STAMPED I71-T23 NO. 2 1964.
 HZ1996'
 HZ1996'AZIMUTH MARK IS LOCATED ABOUT 0.20 MILE NORTH OF STATION. TO REACH
 HZ1996'FROM STATION GO WEST ON FIELD ROAD FOR 0.1 MILE TO JUNCTION OF
 HZ1996'FIELD ROAD ON RIGHT. TURN RIGHT AND GO NORTH FOR 0.15 MILE TO HIGHEST
 HZ1996'POINT IN OPEN FIELD AND AZIMUTH ABOUT 700.0 FEET EAST OF BARN,
 HZ1996'149.0 FEET SOUTHWEST OF NORTHEAST WOOD CORNER AND 1.4 FEET SOUTH OF
 HZ1996'METAL WITNESS POST AND SIGN. THE MARK IS SET FLUSH AND THE DISK IS
 HZ1996'STAMPED I71-T23 1964.
 HZ1996'
 HZ1996'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ1996'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ1996'
 HZ1996'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1999 ***********************************************************************
 HZ1999  DESIGNATION -  I71 T 24
 HZ1999  PID         -  HZ1999
 HZ1999  STATE/COUNTY-  KY/CARROLL
 HZ1999  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1999
 HZ1999                         *CURRENT SURVEY CONTROL
 HZ1999  ___________________________________________________________________
 HZ1999* NAD 83(1993)-  38 39 39.54061(N)    085 03 46.85484(W)     ADJUSTED  
 HZ1999* NAVD 88     -       274.6    (meters)     901.     (feet)  VERTCON   
 HZ1999  ___________________________________________________________________
 HZ1999  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 HZ1999  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ1999
 HZ1999  HORZ ORDER  -  SECOND
 HZ1999
 HZ1999.The horizontal coordinates were established by classical geodetic methods
 HZ1999.and adjusted by the National Geodetic Survey in April 1998..
 HZ1999
 HZ1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ1999
 HZ1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1999
 HZ1999.The geoid height was determined by GEOID03.
 HZ1999
 HZ1999;                    North         East     Units Scale Factor Converg.
 HZ1999;SPC KY1Z     - 1,258,557.719 1,559,793.339   MT  0.99999864   +0 25 18.4
 HZ1999;SPC KY1Z     - 4,129,118.12  5,117,421.98   sFT  0.99999864   +0 25 18.4
 HZ1999;SPC KY N     -   129,179.376   429,239.765   MT  0.99996778   -0 30 20.7
 HZ1999;SPC KY N     -   423,816.00  1,408,264.13   sFT  0.99996778   -0 30 20.7
 HZ1999;UTM  16      - 4,280,936.679   668,531.475   MT  0.99994977   +1 12 37.2
 HZ1999
 HZ1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1999!SPC KY1Z     -   0.99996221  x   0.99999864  =   0.99996085
 HZ1999!SPC KY N     -   0.99996221  x   0.99996778  =   0.99993000
 HZ1999!UTM  16      -   0.99996221  x   0.99994977  =   0.99991199
 HZ1999
 HZ1999:                Primary Azimuth Mark                     Grid Az
 HZ1999:SPC KY1Z     -  I71 T 24 AZ MK                           123 12 24.1
 HZ1999:SPC KY N     -  I71 T 24 AZ MK                           124 08 03.2
 HZ1999:UTM  16      -  I71 T 24 AZ MK                           122 25 05.3
 HZ1999
 HZ1999|---------------------------------------------------------------------|
 HZ1999| PID    Reference Object                     Distance      Geod. Az  |
 HZ1999|                                                           dddmmss.s |
 HZ1999| HZ2001 I71 T 24 AZ MK                      APPROX. 0.8 KM 1233742.5 |
 HZ1999| CG8176 I71 T 24 RM 1                        79.566 METERS 14528     |
 HZ1999| CG8177 I71 T 24 RM 2                        51.992 METERS 19911     |
 HZ1999|---------------------------------------------------------------------|
 HZ1999
 HZ1999                          SUPERSEDED SURVEY CONTROL
 HZ1999
 HZ1999  NAD 83(1993)-  38 39 39.54088(N)    085 03 46.85643(W) AD(       ) 2
 HZ1999  NAD 83(1986)-  38 39 39.54406(N)    085 03 46.86411(W) AD(       ) 2
 HZ1999  NAD 27      -  38 39 39.31890(N)    085 03 47.04602(W) AD(       ) 2
 HZ1999  NGVD 29 (07/19/86)  274.8    (m)          902.     (f) VERT ANG       
 HZ1999
 HZ1999.Superseded values are not recommended for survey control.
 HZ1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1999.See file dsdata.txt to determine how the superseded data were derived.
 HZ1999
 HZ1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6853180937(NAD 83)
 HZ1999_MARKER: DD = SURVEY DISK
 HZ1999_SETTING: 0 = UNSPECIFIED SETTING
 HZ1999
 HZ1999  HISTORY     - Date     Condition        Report By
 HZ1999  HISTORY     - 1964     MONUMENTED       KYHD
 HZ1999
 HZ1999                          STATION DESCRIPTION
 HZ1999
 HZ1999'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ1999'STATION IS LOCATED ABOUT 6.45 MILES SOUTHEAST OF CARROLLTON, KENTUCKY
 HZ1999'ON PROPERTY OWNED BY CLAUDE TANDY.
 HZ1999'
 HZ1999'TO REACH THE STATION FROM THE CARROLL COUNTY COURTHOUSE IN
 HZ1999'CARROLLTON, KENTUCKY GO EAST ON U.S. HIGHWAY 42 AND STATE HIGHWAY
 HZ1999'36 FOR 1.05 MILES TO JUNCTION WHERE HIGHWAY 36 AND 227 TURN SOUTH AND
 HZ1999'U.S. HIGHWAY 42 CONTINUES EAST. TURN RIGHT ON STATE HIGHWAYS 36
 HZ1999'AND 227 AND GO 0.9 MILE TO THE JUNCTION WHERE 36 TURNS LEFT AND 227
 HZ1999'TURNS RIGHT. TURN LEFT AND GO SOUTHEAST FOR 7.45 MILES TO JUNCTION
 HZ1999'WITH STATE HIGHWAY 1204. TURN RIGHT AND GO WEST FOR 0.9 MILE TO
 HZ1999'PRIVATE DRIVE ON RIGHT. TURN RIGHT AND GO WEST FOR 0.4 MILE TO
 HZ1999'TOP OF HILL AND END OF TRUCK TRAVEL. PROCEED IN A SOUTHWEST
 HZ1999'DIRECTION TO HIGHEST POINT OF HILL AND STATION.
 HZ1999'
 HZ1999'STATION IS LOCATED 254.0 FEET NORTHWEST OF NORTHWEST LEG OF STEEL
 HZ1999'TRANSMISSION LINE TOWER AND 192.0 FEET EAST OF FENCE CORNER.
 HZ1999'THE MARK IS FLUSH WITH SURFACE OF GROUND AND THE DISK IS STAMPED
 HZ1999'I71-T24 1964.
 HZ1999'
 HZ1999'R.M. NO. 1 IS SOUTHEAST OF STATION, 33.6 FEET NORTHEAST OF SOUTHWEST
 HZ1999'LEG OF STEEL TRANSMISSION LINE TOWER, 31.6 FEET SOUTH OF
 HZ1999'NORTHEAST LEG OF TOWER AND 6.2 FEET NORTHWEST OF SOUTHWEST LEG OF
 HZ1999'TOWER. THE MARK PROJECTS 3 INCHES ABOVE THE GROUND AND THE DISK
 HZ1999'IS STAMPED I71-T24 NO. 1 1964.
 HZ1999'
 HZ1999'R.M. NO. 2 IS SOUTHWEST OF STATION, 3.0 FEET NORTHEAST OF FENCE, 2.3
 HZ1999'FEET NORTHEAST OF METAL WITNESS POST AND SIGN.  THE MARK PROJECT
 HZ1999'3 INCHES ABOVE THE GROUND AND THE DISK IS STAMPED I71-T24 NO. 2 1964.
 HZ1999'
 HZ1999'AZIMUTH MARK IS 0.50 MILE SOUTHEAST OF STATION, 65.0 FEET WEST OF
 HZ1999'DRIVE, 35.0 FEET SOUTH OF CENTER OF HIGHWAY 1204, 2.5 FEET NORTH
 HZ1999'OF TOBACCO STRIPPING ROOM AND 1.7 FEET NORTH OF METAL WITNESS POST
 HZ1999'AND SIGN. THE MARK IS PROJECTING 3 INCHES AND THE DISK IS STAMPED
 HZ1999'I71-T24 1964.
 HZ1999'
 HZ1999'*TO REACH THE AZIMUTH FROM THIS POINT CONTINUE STRAIGHT AHEAD FOR 0.4
 HZ1999'MILE TO AZIMUTH ON RIGHT.
 HZ1999'
 HZ1999'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ1999'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ1999'
 HZ1999'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2001 ***********************************************************************
 HZ2001  DESIGNATION -  I71 T 24 AZ MK
 HZ2001  PID         -  HZ2001
 HZ2001  STATE/COUNTY-  KY/CARROLL
 HZ2001  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ2001
 HZ2001                         *CURRENT SURVEY CONTROL
 HZ2001  ___________________________________________________________________
 HZ2001* NAD 83(1993)-  38 39 24.35920(N)    085 03 17.74707(W)     ADJUSTED  
 HZ2001* NAVD 88     -       268.3    (meters)     880.     (feet)  VERTCON   
 HZ2001  ___________________________________________________________________
 HZ2001  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 HZ2001  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ2001
 HZ2001  HORZ ORDER  -  SECOND
 HZ2001
 HZ2001.The horizontal coordinates were established by classical geodetic methods
 HZ2001.and adjusted by the National Geodetic Survey in April 1998..
 HZ2001
 HZ2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2001
 HZ2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2001
 HZ2001.The geoid height was determined by GEOID03.
 HZ2001
 HZ2001;                    North         East     Units Scale Factor Converg.
 HZ2001;SPC KY1Z     - 1,258,094.813 1,560,500.553   MT  0.99999763   +0 25 36.3
 HZ2001;SPC KY1Z     - 4,127,599.40  5,119,742.23   sFT  0.99999763   +0 25 36.3
 HZ2001;SPC KY N     -   128,705.097   429,939.372   MT  0.99996753   -0 30 02.6
 HZ2001;SPC KY N     -   422,259.97  1,410,559.42   sFT  0.99996753   -0 30 02.6
 HZ2001;UTM  16      - 4,280,483.571   669,244.958   MT  0.99995274   +1 12 55.0
 HZ2001
 HZ2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2001!SPC KY1Z     -   0.99996320  x   0.99999763  =   0.99996083
 HZ2001!SPC KY N     -   0.99996320  x   0.99996753  =   0.99993073
 HZ2001!UTM  16      -   0.99996320  x   0.99995274  =   0.99991594
 HZ2001
 HZ2001                          SUPERSEDED SURVEY CONTROL
 HZ2001
 HZ2001  NAD 83(1993)-  38 39 24.35952(N)    085 03 17.74859(W) AD(       ) 2
 HZ2001  NAD 83(1986)-  38 39 24.36226(N)    085 03 17.75605(W) AD(       ) 2
 HZ2001  NAD 27      -  38 39 24.13675(N)    085 03 17.93956(W) AD(       ) 2
 HZ2001  NGVD 29 (07/19/86)  268.5    (m)          881.     (f) VERT ANG       
 HZ2001
 HZ2001.Superseded values are not recommended for survey control.
 HZ2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2001.See file dsdata.txt to determine how the superseded data were derived.
 HZ2001
 HZ2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6924580484(NAD 83)
 HZ2001_MARKER: DD = SURVEY DISK
 HZ2001_SETTING: 0 = UNSPECIFIED SETTING
 HZ2001
 HZ2001  HISTORY     - Date     Condition        Report By
 HZ2001  HISTORY     - 1964     MONUMENTED       KYHD
 HZ2001
 HZ2001                          STATION DESCRIPTION
 HZ2001
 HZ2001'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964
 HZ2001'TO REACH THE STATION FROM THE CARROLL COUNTY COURTHOUSE IN
 HZ2001'CARROLLTON, KENTUCKY GO EAST ON U.S. HIGHWAY 42 AND STATE HIGHWAY
 HZ2001'36 FOR 1.05 MILES TO JUNCTION WHERE HIGHWAY 36 AND 227 TURN SOUTH AND
 HZ2001'U.S. HIGHWAY 42 CONTINUES EAST. TURN RIGHT ON STATE HIGHWAYS 36
 HZ2001'AND 227 AND GO 0.9 MILE TO THE JUNCTION WHERE 36 TURNS LEFT AND 227
 HZ2001'TURNS RIGHT. TURN LEFT AND GO SOUTHEAST FOR 7.45 MILES TO JUNCTION
 HZ2001'WITH STATE HIGHWAY 1204. TURN RIGHT AND GO WEST FOR 0.9 MILE TO
 HZ2001'PRIVATE DRIVE ON RIGHT.
 HZ2001'
 HZ2001'AZIMUTH MARK IS 0.50 MILE SOUTHEAST OF STATION, 65.0 FEET WEST OF
 HZ2001'DRIVE, 35.0 FEET SOUTH OF CENTER OF HIGHWAY 1204, 2.5 FEET NORTH
 HZ2001'OF TOBACCO STRIPPING ROOM AND 1.7 FEET NORTH OF METAL WITNESS POST
 HZ2001'AND SIGN. THE MARK IS PROJECTING 3 INCHES AND THE DISK IS STAMPED
 HZ2001'I71-T24 1964.
 HZ2001'
 HZ2001'TO REACH THE AZIMUTH FROM THIS POINT CONTINUE STRAIGHT AHEAD FOR 0.4
 HZ2001'MILE TO AZIMUTH ON RIGHT.
 HZ2001'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2004 ***********************************************************************
 HZ2004  DESIGNATION -  I71 T 25
 HZ2004  PID         -  HZ2004
 HZ2004  STATE/COUNTY-  KY/CARROLL
 HZ2004  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ2004
 HZ2004                         *CURRENT SURVEY CONTROL
 HZ2004  ___________________________________________________________________
 HZ2004* NAD 83(1993)-  38 39 09.53040(N)    085 01 13.88999(W)     ADJUSTED  
 HZ2004* NAVD 88     -       268.6    (meters)     881.     (feet)  VERTCON   
 HZ2004  ___________________________________________________________________
 HZ2004  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HZ2004  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ2004
 HZ2004  HORZ ORDER  -  SECOND
 HZ2004
 HZ2004.The horizontal coordinates were established by classical geodetic methods
 HZ2004.and adjusted by the National Geodetic Survey in April 1998..
 HZ2004
 HZ2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2004
 HZ2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2004
 HZ2004.The geoid height was determined by GEOID03.
 HZ2004
 HZ2004;                    North         East     Units Scale Factor Converg.
 HZ2004;SPC KY1Z     - 1,257,660.427 1,563,498.737   MT  0.99999665   +0 26 52.3
 HZ2004;SPC KY1Z     - 4,126,174.25  5,129,578.77   sFT  0.99999665   +0 26 52.3
 HZ2004;SPC KY N     -   128,222.259   432,930.045   MT  0.99996730   -0 28 45.5
 HZ2004;SPC KY N     -   420,675.86  1,420,371.32   sFT  0.99996730   -0 28 45.5
 HZ2004;UTM  16      - 4,280,090.509   672,248.724   MT  0.99996538   +1 14 12.0
 HZ2004
 HZ2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2004!SPC KY1Z     -   0.99996316  x   0.99999665  =   0.99995981
 HZ2004!SPC KY N     -   0.99996316  x   0.99996730  =   0.99993046
 HZ2004!UTM  16      -   0.99996316  x   0.99996538  =   0.99992854
 HZ2004
 HZ2004:                Primary Azimuth Mark                     Grid Az
 HZ2004:SPC KY1Z     -  I71 T 25 AZ MK                           053 18 07.2
 HZ2004:SPC KY N     -  I71 T 25 AZ MK                           054 13 45.0
 HZ2004:UTM  16      -  I71 T 25 AZ MK                           052 30 47.5
 HZ2004
 HZ2004|---------------------------------------------------------------------|
 HZ2004| PID    Reference Object                     Distance      Geod. Az  |
 HZ2004|                                                           dddmmss.s |
 HZ2004| CG8178 I71 T 25 AZ MK                                     0534459.5 |
 HZ2004| CG8179 I71 T 25 RM 1                        12.007 METERS 14933     |
 HZ2004| CG8180 I71 T 25 RM 2                        18.931 METERS 21428     |
 HZ2004|---------------------------------------------------------------------|
 HZ2004
 HZ2004                          SUPERSEDED SURVEY CONTROL
 HZ2004
 HZ2004  NAD 83(1993)-  38 39 09.53103(N)    085 01 13.89168(W) AD(       ) 2
 HZ2004  NAD 83(1986)-  38 39 09.53283(N)    085 01 13.89945(W) AD(       ) 2
 HZ2004  NAD 27      -  38 39 09.30548(N)    085 01 14.08745(W) AD(       ) 2
 HZ2004  NGVD 29 (07/19/86)  268.8    (m)          882.     (f) VERT ANG       
 HZ2004
 HZ2004.Superseded values are not recommended for survey control.
 HZ2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2004.See file dsdata.txt to determine how the superseded data were derived.
 HZ2004
 HZ2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH7224980091(NAD 83)
 HZ2004_MARKER: DD = SURVEY DISK
 HZ2004_SETTING: 0 = UNSPECIFIED SETTING
 HZ2004
 HZ2004  HISTORY     - Date     Condition        Report By
 HZ2004  HISTORY     - 1964     MONUMENTED       KYHD
 HZ2004
 HZ2004                          STATION DESCRIPTION
 HZ2004
 HZ2004'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ2004'STATION IS LOCATED ABOUT 8.9 MILES EAST OF CARROLLTON, KENTUCKY ON
 HZ2004'LAND OWNED BY MR. J. W. LOWRANCE.
 HZ2004'
 HZ2004'TO REACH THE STATION FROM THE CARROLL COUNTY COURTHOUSE IN
 HZ2004'CARROLLTON, KENTUCKY GO EAST ON U.S. HIGHWAY 42 AND STATE HIGHWAY
 HZ2004'36 FOR 1.05 MILES TO THE JUNCTION WHERE HIGHWAYS 36 AND 227 TURN
 HZ2004'SOUTH AND U. S. HIGHWAY 42 CONTINUES EAST.  TURN RIGHT ON
 HZ2004'HIGHWAYS 36 AND 227 FOR 0.9 MILE TO THE JUNCTION WHERE HIGHWAY 36
 HZ2004'TURNS LEFT AND 227 TURNS RIGHT. TURN LEFT ON HIGHWAY 36 AND GO
 HZ2004'SOUTHEAST FOR 9.05 MILES TO DRIVE ON LEFT. TURN LEFT AND GO EAST FOR
 HZ2004'0.3 MILE TO GATE AND STATION ON LEFT.
 HZ2004'
 HZ2004'STATION IS LOCATED 124.0 FEET NORTHWEST OF CENTER OF DRIVE AT GATE,
 HZ2004'44.0 FEET NORTHWEST OF FENCE CORNER, 2.4 FEET SOUTHWEST OF
 HZ2004'WOVEN WIRE FENCE AND 1.8 FEET SOUTHWEST OF METAL WITNESS POST AND
 HZ2004'SIGN. THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED I71-T25
 HZ2004'1964.
 HZ2004'
 HZ2004'R.M. NO. 1 IS 39.39 FEET SOUTHEAST OF STATION, 80.0 FEET NORTHWEST OF
 HZ2004'CENTER OF DRIVE AT IRON GATE, 6.0 FEET WEST OF FENCE CORNER AND
 HZ2004'3.3 FEET NORTHWEST OF WOVEN WIRE FENCE. THE MARK PROJECTS 3 INCHES
 HZ2004'AND THE DISK IS STAMPED I71-T25 NO. 1 1964.
 HZ2004'
 HZ2004'R.M. NO. 2 IS 62.11 FEET SOUTHWEST OF STATION 63.0 FEET WEST OF FENCE
 HZ2004'CORNER AND 1.5 FEET NORTH OF WOVEN WIRE FENCE.  THE MARK PROJECTS
 HZ2004'3 INCHES AND THE DISK IS STAMPED I71-T25 NO. 2 1964.
 HZ2004'
 HZ2004'AZIMUTH MARK IS LOCATED ABOUT 0.2 MILE NORTHEAST OF STATION, 1.5 FEET
 HZ2004'SOUTH OF SOUTHWEST CORNER OF BARN AND 0.5 FEET SOUTH OF METAL
 HZ2004'WITNESS POST AND SIGN. THE MARK IS FLUSH WITH THE SURFACE OF THE
 HZ2004'GROUND AND THE DISK IS STAMPED I71-T25 1964.
 HZ2004'
 HZ2004'TO REACH AZIMUTH FROM THIS POINT CONTINUE STRAIGHT AHEAD FOR 0.25
 HZ2004'MILE TO BARN AND AZIMUTH.
 HZ2004'
 HZ2004'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2004'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 HZ2004'DESCRIBED.
 HZ2004'
 HZ2004'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2541 ***********************************************************************
 HZ2541  DESIGNATION -  I71 T 26
 HZ2541  PID         -  HZ2541
 HZ2541  STATE/COUNTY-  KY/CARROLL
 HZ2541  USGS QUAD   -  SANDERS (1987)
 HZ2541
 HZ2541                         *CURRENT SURVEY CONTROL
 HZ2541  ___________________________________________________________________
 HZ2541* NAD 83(1993)-  38 40 33.73687(N)    084 58 31.50573(W)     ADJUSTED  
 HZ2541* NAVD 88     -       247.5    (meters)     812.     (feet)  VERTCON   
 HZ2541  ___________________________________________________________________
 HZ2541  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HZ2541  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ2541
 HZ2541  HORZ ORDER  -  SECOND
 HZ2541
 HZ2541.The horizontal coordinates were established by classical geodetic methods
 HZ2541.and adjusted by the National Geodetic Survey in April 1998..
 HZ2541
 HZ2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2541
 HZ2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2541
 HZ2541.The geoid height was determined by GEOID03.
 HZ2541
 HZ2541;                    North         East     Units Scale Factor Converg.
 HZ2541;SPC KY1Z     - 1,260,288.555 1,567,403.512   MT  1.00000227   +0 28 32.0
 HZ2541;SPC KY1Z     - 4,134,796.70  5,142,389.69   sFT  1.00000227   +0 28 32.0
 HZ2541;SPC KY N     -   130,786.789   436,876.704   MT  0.99996870   -0 27 04.5
 HZ2541;SPC KY N     -   429,089.66  1,433,319.65   sFT  0.99996870   -0 27 04.5
 HZ2541;UTM  16      - 4,282,772.115   676,116.821   MT  0.99998197   +1 15 55.9
 HZ2541
 HZ2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2541!SPC KY1Z     -   0.99996647  x   1.00000227  =   0.99996874
 HZ2541!SPC KY N     -   0.99996647  x   0.99996870  =   0.99993517
 HZ2541!UTM  16      -   0.99996647  x   0.99998197  =   0.99994844
 HZ2541
 HZ2541:                Primary Azimuth Mark                     Grid Az
 HZ2541:SPC KY1Z     -  I71 T 26 AZ MK                           107 53 59.9
 HZ2541:SPC KY N     -  I71 T 26 AZ MK                           108 49 36.4
 HZ2541:UTM  16      -  I71 T 26 AZ MK                           107 06 36.0
 HZ2541
 HZ2541|---------------------------------------------------------------------|
 HZ2541| PID    Reference Object                     Distance      Geod. Az  |
 HZ2541|                                                           dddmmss.s |
 HZ2541| DC2345 I71 T 26 AZ MK                                     1082231.9 |
 HZ2541| DC2347 I71 T 26 RM 2                        70.893 METERS 33138     |
 HZ2541| DC2346 I71 T 26 RM 1                        80.674 METERS 35536     |
 HZ2541|---------------------------------------------------------------------|
 HZ2541
 HZ2541                          SUPERSEDED SURVEY CONTROL
 HZ2541
 HZ2541  NAD 83(1993)-  38 40 33.73769(N)    084 58 31.50784(W) AD(       ) 2
 HZ2541  NAD 83(1986)-  38 40 33.73848(N)    084 58 31.51452(W) AD(       ) 2
 HZ2541  NAD 27      -  38 40 33.51035(N)    084 58 31.70626(W) AD(       ) 2
 HZ2541  NGVD 29 (07/19/86)  247.7    (m)          813.     (f) VERT ANG       
 HZ2541
 HZ2541.Superseded values are not recommended for survey control.
 HZ2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2541.See file dsdata.txt to determine how the superseded data were derived.
 HZ2541
 HZ2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH7611782772(NAD 83)
 HZ2541_MARKER: DD = SURVEY DISK
 HZ2541_SETTING: 0 = UNSPECIFIED SETTING
 HZ2541
 HZ2541  HISTORY     - Date     Condition        Report By
 HZ2541  HISTORY     - 1964     MONUMENTED       PAS
 HZ2541
 HZ2541                          STATION DESCRIPTION
 HZ2541
 HZ2541'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964 (HB)
 HZ2541'STATION IS LOCATED ABOUT 2.1 MILES NORTHWEST OF SANDERS, KENTUCKY AND
 HZ2541'ABOUT 0.90 MILE WEST OF CARSON, KENTUCKY ON PROPERTY OWEND BY MR.
 HZ2541'EMMETTE JOHNSON.
 HZ2541'
 HZ2541'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 36 AND 47 IN
 HZ2541'SANDERS, KENTUCKY, CARROLL COUNTY, GO NORTH ON STATE HIGHWAY 47 FOR
 HZ2541'2.05 MILES TO DRIVE ON LEFT.  TURN LEFT AND GO WEST FOR 0.90 MILE TO
 HZ2541'AZIMUTH ON RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO TOP OF
 HZ2541'RIDGE.  TURN RIGHT AND FOLLOW RIDGE FOR 0.05 MILE TO STATION IN
 HZ2541'APPROXIMATELY CENTER OF FIELD.
 HZ2541'
 HZ2541'THE STATION IS LOCATED 350.0 FEET NORTHWEST OF FIELD ROAD AT GATE,
 HZ2541'266.0 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK IS SET
 HZ2541'12 INCHES BELOW SURFACE OF GROUND AND THE DISK IS STAMPED I71-T26
 HZ2541'1964.
 HZ2541'
 HZ2541'RM 1 IS 264.67 FEET NORTH OF STATION AND 5.4 FEET SOUTH OF FENCE.
 HZ2541'THE MARK PROJECTS 3 INCHES ABOVE SURFACE OF GROUND AND THE DISK IS
 HZ2541'STAMPED I71-T26 NO 1 1964.
 HZ2541'
 HZ2541'RM 2 IS 4.1 FEET SOUTH OF FENCE AND 2.0 FEET SOUTH OF METAL WITNESS
 HZ2541'POST AND SIGN.  THE MARK PROJECTS 3 INCHES ABOVE SURFACE OF GROUND
 HZ2541'AND THE DISK IS STAMPED T71-T26 NO 2 1964.
 HZ2541'
 HZ2541'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHEAST OF STATION, 57.0 FEET NORTH
 HZ2541'OF CENTER OF FIELD ROAD, 2.0 FEET EAST OF FENCE AND 1.0 FEET EAST OF
 HZ2541'METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 3 INCHES ABOVE
 HZ2541'SURFACE OF GROUND AND THE DISK IS STAMPED I71-T26 1964.
 HZ2541'
 HZ2541'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2541'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ2541'
 HZ2541'HEIGHT OF LIGHT ABOVE STATION MARK 1.72 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0731 ***********************************************************************
 HZ0731  DESIGNATION -  I71 T 27
 HZ0731  PID         -  HZ0731
 HZ0731  STATE/COUNTY-  KY/GALLATIN
 HZ0731  USGS QUAD   -  SANDERS (1987)
 HZ0731
 HZ0731                         *CURRENT SURVEY CONTROL
 HZ0731  ___________________________________________________________________
 HZ0731* NAD 83(1993)-  38 42 03.84158(N)    084 55 10.75989(W)     ADJUSTED  
 HZ0731* NAVD 88     -       252.009  (meters)     826.80   (feet)  ADJUSTED  
 HZ0731  ___________________________________________________________________
 HZ0731  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 HZ0731  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ0731  DYNAMIC HT  -         251.847 (meters)     826.27  (feet)  COMP
 HZ0731  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 HZ0731
 HZ0731  HORZ ORDER  -  SECOND
 HZ0731  VERT ORDER  -  SECOND    CLASS 0
 HZ0731
 HZ0731.The horizontal coordinates were established by classical geodetic methods
 HZ0731.and adjusted by the National Geodetic Survey in April 1998..
 HZ0731
 HZ0731.The orthometric height was determined by differential leveling
 HZ0731.and adjusted by the National Geodetic Survey in June 1991..
 HZ0731
 HZ0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0731
 HZ0731.The geoid height was determined by GEOID03.
 HZ0731
 HZ0731.The dynamic height is computed by dividing the NAVD 88
 HZ0731.geopotential number by the normal gravity value computed on the
 HZ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0731.degrees latitude (g = 980.6199 gals.).
 HZ0731
 HZ0731.The modeled gravity was interpolated from observed gravity values.
 HZ0731
 HZ0731;                    North         East     Units Scale Factor Converg.
 HZ0731;SPC KY1Z     - 1,263,108.653 1,572,231.097   MT  1.00000847   +0 30 35.3
 HZ0731;SPC KY1Z     - 4,144,048.97  5,158,228.19   sFT  1.00000847   +0 30 35.3
 HZ0731;SPC KY N     -   133,528.351   441,749.088   MT  0.99997038   -0 24 59.7
 HZ0731;SPC KY N     -   438,084.26  1,449,305.13   sFT  0.99997038   -0 24 59.7
 HZ0731;UTM  16      - 4,285,658.521   680,904.971   MT  1.00000302   +1 18 04.0
 HZ0731
 HZ0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0731!SPC KY1Z     -   0.99996576  x   1.00000847  =   0.99997423
 HZ0731!SPC KY N     -   0.99996576  x   0.99997038  =   0.99993614
 HZ0731!UTM  16      -   0.99996576  x   1.00000302  =   0.99996878
 HZ0731
 HZ0731:                Primary Azimuth Mark                     Grid Az
 HZ0731:SPC KY1Z     -  I71 T 27 AZ MK                           105 45 48.9
 HZ0731:SPC KY N     -  I71 T 27 AZ MK                           106 41 23.9
 HZ0731:UTM  16      -  I71 T 27 AZ MK                           104 58 20.2
 HZ0731
 HZ0731|---------------------------------------------------------------------|
 HZ0731| PID    Reference Object                     Distance      Geod. Az  |
 HZ0731|                                                           dddmmss.s |
 HZ0731| HZ0733 I71 T 27 AZ MK                                     1061624.2 |
 HZ0731| HZ0730 I71 T 27 RM 1                        64.581 METERS 15301     |
 HZ0731| HZ0732 I71 T 27 RM 2                        44.123 METERS 31517     |
 HZ0731|---------------------------------------------------------------------|
 HZ0731
 HZ0731                          SUPERSEDED SURVEY CONTROL
 HZ0731
 HZ0731  NAD 83(1993)-  38 42 03.84251(N)    084 55 10.76240(W) AD(       ) 2
 HZ0731  NAD 83(1986)-  38 42 03.84253(N)    084 55 10.76825(W) AD(       ) 2
 HZ0731  NAD 27      -  38 42 03.61346(N)    084 55 10.96477(W) AD(       ) 2
 HZ0731  NGVD 29 (??/??/92)  252.199  (m)          827.42   (f) ADJ UNCH    2 0
 HZ0731
 HZ0731.Superseded values are not recommended for survey control.
 HZ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0731.See file dsdata.txt to determine how the superseded data were derived.
 HZ0731
 HZ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8090585659(NAD 83)
 HZ0731_MARKER: DB = BENCH MARK DISK
 HZ0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0731_STAMPING: I 71 T 27 1964
 HZ0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0731+STABILITY: SURFACE MOTION
 HZ0731
 HZ0731  HISTORY     - Date     Condition        Report By
 HZ0731  HISTORY     - 1964     MONUMENTED       PAS
 HZ0731  HISTORY     - 1964     GOOD             PAS
 HZ0731
 HZ0731                          STATION DESCRIPTION
 HZ0731
 HZ0731'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964 (HB)
 HZ0731'STATION IS LOCATED ABOUT 3.4 MILES NORTHEAST OF SANDERS, KENTUCKY AND
 HZ0731'ABOUT 2.05 MILES EAST NORTHEAST OF CARSON, KENTUCKY AND ABOUT 1.09
 HZ0731'MILES NORTH OF SPARTA, KENTUCKY ON LAND OWNED BY RILEY ESTATE.
 HZ0731'
 HZ0731'TO REACH THE STATION FROM THE L AND N RAILROAD STATION IS SPARTA,
 HZ0731'KENTUCKY, GALLATIN COUNTY, GO NORTH ON KENTUCKY HIGHWAY 35 FOR 1.09
 HZ0731'MILES TO JUNCTION WITH KENTUCKY HIGHWAY 465.  TURN LEFT AND GO WEST
 HZ0731'FOR 0.05 MILE TO AZIMUTH ON RIGHT.  CONTINUE STRAIGHT AHEAD FOR
 HZ0731'0.30 MILE TO DRIVE ON RIGHT.  TURN RIGHT AND GO FOR 0.25 MILE TO
 HZ0731'NORTH SIDE OF ABANDONED HOUSE.  TURN RIGHT AND CONTINUE NORTH FOR
 HZ0731'0.20 MILE TO TOP OF HILL AND STATION.
 HZ0731'
 HZ0731'THE STATION IS LOCATED 160.0 FEET SOUTHEAST OF POND AND 212.0 FEET
 HZ0731'NORTH OF METAL WITNESS POST AND SIGN.  THE MARK IS SET FLUSH WITH
 HZ0731'SURFACE OF GROUND AND THE DISK IS STAMPED I71-T27 1964.
 HZ0731'
 HZ0731'RM 1 IS 211.87 FEET SOUTH OF STATION, 100.0 FEET NORTHEAST OF 20 INCH
 HZ0731'APPLE TREE, 93.0 FEET NORTHEAST OF CENTER OF FIELD ROAD AT FENCE,
 HZ0731'1.3 FEET NORTHWEST OF METAL WITNESS POST AND SIGN AND 1.0 FEET
 HZ0731'NORTHWEST OF FENCE.  THE MARK PROJECTS 3 INCHES ABOVE SURFACE OF
 HZ0731'GROUND AND THE DISK IS STAMPED I71-T27 NO 1 1964.
 HZ0731'
 HZ0731'RM 2 IS 144.77 FEET NORTHWEST OF STATION SETTING ON THE EAST BANK OF
 HZ0731'POND.  NO LOAL DESCRIPTIONS AVAILABLE.  THE MARK PROJECTS 4 INCHES
 HZ0731'ABOVE SURFACE OF GROUND AND THE DISK IS STAMPED I71-T26 NO.2 1964.
 HZ0731'
 HZ0731'AZIMUTH IS LOCATED ABOUT 0.4 MILE EAST SOUTHEAST OF STATION, 43.5
 HZ0731'FEET NORTHWEST OF CENTER OF HIGHWAY 465, 6.0 FEET SOUTHWEST OF POWER
 HZ0731'POLE WITH TRANSFOMER AND 1.3 FEET SOUTHWEST OF METAL WITNESS POST
 HZ0731'AND SIGN. THE MARK PROJECTS 3 INCHES ABOVE SURFACE OF GROUND AND THE
 HZ0731'DISK IS STAMPED I71-T27 1964.
 HZ0731'
 HZ0731'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ0731'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0731'
 HZ0731'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
 HZ0731
 HZ0731                          STATION RECOVERY (1964)
 HZ0731
 HZ0731'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0731'2 MI N FROM SPARTA.
 HZ0731'ABOUT 1.90 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CROSSING
 HZ0731'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT SPARTA, THENCE 0.35
 HZ0731'MILE WEST ALONG STATE HIGHWAY 465 TO DRIVE ON RIGHT, THENCE
 HZ0731'0.25 MILE NORTHWEST ON DRIVE AT NORTH SIDE OF ABANDONED HOUSE,
 HZ0731'160.0 FEET SOUTHEAST OF POND AND 212.0 FEET NORTH OF METAL
 HZ0731'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0731'TRAVERSE DISK SET FLUSH WITH SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0730 ***********************************************************************
 HZ0730  DESIGNATION -  I71 T 27 RM 1
 HZ0730  PID         -  HZ0730
 HZ0730  STATE/COUNTY-  KY/GALLATIN
 HZ0730  USGS QUAD   -  SANDERS (1987)
 HZ0730
 HZ0730                         *CURRENT SURVEY CONTROL
 HZ0730  ___________________________________________________________________
 HZ0730* NAD 83(1986)-  38 42 03.     (N)    084 55 11.     (W)     SCALED    
 HZ0730* NAVD 88     -       250.855  (meters)     823.01   (feet)  ADJUSTED  
 HZ0730  ___________________________________________________________________
 HZ0730  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ0730  DYNAMIC HT  -         250.693 (meters)     822.48  (feet)  COMP
 HZ0730  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 HZ0730
 HZ0730  VERT ORDER  -  SECOND    CLASS 0
 HZ0730
 HZ0730.The horizontal coordinates were scaled from a topographic map and have
 HZ0730.an estimated accuracy of +/- 6 seconds.
 HZ0730
 HZ0730.The orthometric height was determined by differential leveling
 HZ0730.and adjusted by the National Geodetic Survey in June 1991..
 HZ0730
 HZ0730.The geoid height was determined by GEOID03.
 HZ0730
 HZ0730.The dynamic height is computed by dividing the NAVD 88
 HZ0730.geopotential number by the normal gravity value computed on the
 HZ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0730.degrees latitude (g = 980.6199 gals.).
 HZ0730
 HZ0730.The modeled gravity was interpolated from observed gravity values.
 HZ0730
 HZ0730;                    North         East    Units  Estimated Accuracy
 HZ0730;SPC KY1Z     - 1,263,080.    1,572,230.      MT  (+/- 180 meters Scaled)
 HZ0730
 HZ0730                          SUPERSEDED SURVEY CONTROL
 HZ0730
 HZ0730  NGVD 29 (??/??/92)  251.045  (m)          823.64   (f) ADJ UNCH    2 0
 HZ0730
 HZ0730.Superseded values are not recommended for survey control.
 HZ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0730.See file dsdata.txt to determine how the superseded data were derived.
 HZ0730
 HZ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH809856(NAD 83)
 HZ0730_MARKER: DD = SURVEY DISK
 HZ0730_SETTING: 0 = UNSPECIFIED SETTING
 HZ0730_STAMPING: I 71 T 27 NO 1 1964
 HZ0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0730
 HZ0730  HISTORY     - Date     Condition        Report By
 HZ0730  HISTORY     - 1964     MONUMENTED       PAS
 HZ0730  HISTORY     - 19920714 MARK NOT FOUND   USPSQD
 HZ0730
 HZ0730                          STATION DESCRIPTION
 HZ0730
 HZ0730'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0730'2 MI NW FROM SPARTA.
 HZ0730'ABOUT 1.90 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CROSSING
 HZ0730'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT SPARTA, THENCE 0.35
 HZ0730'MILE WEST ALONG STATE HIGHWAY 465 TO DRIVE ON RIGHT, THENCE
 HZ0730'0.25 MILE NORTHWEST ON DRIVE, 100.0 FEET NORTHEAST OF 20 INCH
 HZ0730'APPLE TREE, 93.0 FEET NORTHEAST OF CENTER OF FIELD ROAD AT
 HZ0730'FENCE, 1.0 FOOT NORTHWEST OF FENCE AND 1.3 FEET NORTHWEST OF
 HZ0730'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0730'REFERENCE MARK DISK PROJECTING 3 INCHES ABOVE SURFACE OF GROUND.
 HZ0730
 HZ0730                          STATION RECOVERY (1992)
 HZ0730
 HZ0730'RECOVERY NOTE BY US POWER SQUADRON 1992 (GK)
 HZ0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0732 ***********************************************************************
 HZ0732  DESIGNATION -  I71 T 27 RM 2
 HZ0732  PID         -  HZ0732
 HZ0732  STATE/COUNTY-  KY/GALLATIN
 HZ0732  USGS QUAD   -  SANDERS (1987)
 HZ0732
 HZ0732                         *CURRENT SURVEY CONTROL
 HZ0732  ___________________________________________________________________
 HZ0732* NAD 83(1986)-  38 42 04.     (N)    084 55 09.     (W)     SCALED    
 HZ0732* NAVD 88     -       250.734  (meters)     822.62   (feet)  ADJUSTED  
 HZ0732  ___________________________________________________________________
 HZ0732  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ0732  DYNAMIC HT  -         250.573 (meters)     822.09  (feet)  COMP
 HZ0732  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 HZ0732
 HZ0732  VERT ORDER  -  SECOND    CLASS 0
 HZ0732
 HZ0732.The horizontal coordinates were scaled from a topographic map and have
 HZ0732.an estimated accuracy of +/- 6 seconds.
 HZ0732
 HZ0732.The orthometric height was determined by differential leveling
 HZ0732.and adjusted by the National Geodetic Survey in June 1991..
 HZ0732
 HZ0732.The geoid height was determined by GEOID03.
 HZ0732
 HZ0732.The dynamic height is computed by dividing the NAVD 88
 HZ0732.geopotential number by the normal gravity value computed on the
 HZ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0732.degrees latitude (g = 980.6199 gals.).
 HZ0732
 HZ0732.The modeled gravity was interpolated from observed gravity values.
 HZ0732
 HZ0732;                    North         East    Units  Estimated Accuracy
 HZ0732;SPC KY1Z     - 1,263,110.    1,572,270.      MT  (+/- 180 meters Scaled)
 HZ0732
 HZ0732                          SUPERSEDED SURVEY CONTROL
 HZ0732
 HZ0732  NGVD 29 (??/??/92)  250.924  (m)          823.24   (f) ADJ UNCH    2 0
 HZ0732
 HZ0732.Superseded values are not recommended for survey control.
 HZ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0732.See file dsdata.txt to determine how the superseded data were derived.
 HZ0732
 HZ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH809856(NAD 83)
 HZ0732_MARKER: DD = SURVEY DISK
 HZ0732_SETTING: 0 = UNSPECIFIED SETTING
 HZ0732_STAMPING: I 71 T 27 NO 2 1964
 HZ0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0732
 HZ0732  HISTORY     - Date     Condition        Report By
 HZ0732  HISTORY     - 1964     MONUMENTED       PAS
 HZ0732  HISTORY     - 19920714 MARK NOT FOUND   USPSQD
 HZ0732
 HZ0732                          STATION DESCRIPTION
 HZ0732
 HZ0732'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0732'2 MI NW FROM SPARTA.
 HZ0732'ABOUT 1.90 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CROSSING
 HZ0732'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT SPARTA, THENCE
 HZ0732'0.35 MILE WEST ALONG STATE HIGHWAY 465 TO DRIVE ON RIGHT,
 HZ0732'THENCE 0.25 MILE NORTHWEST ON DRIVE, ON THE EAST BANK OF POND.
 HZ0732'A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK PROJECTING
 HZ0732'4 INCHES ABOVE SURFACE OF THE GROUND.
 HZ0732
 HZ0732                          STATION RECOVERY (1992)
 HZ0732
 HZ0732'RECOVERY NOTE BY US POWER SQUADRON 1992 (GK)
 HZ0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2544 ***********************************************************************
 HZ2544  DESIGNATION -  I71 T 28
 HZ2544  PID         -  HZ2544
 HZ2544  STATE/COUNTY-  KY/GALLATIN
 HZ2544  USGS QUAD   -  SANDERS (1987)
 HZ2544
 HZ2544                         *CURRENT SURVEY CONTROL
 HZ2544  ___________________________________________________________________
 HZ2544* NAD 83(1993)-  38 42 39.13271(N)    084 53 15.21971(W)     ADJUSTED  
 HZ2544* NAVD 88     -       261.6    (meters)     858.     (feet)  VERTCON   
 HZ2544  ___________________________________________________________________
 HZ2544  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 HZ2544  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HZ2544
 HZ2544  HORZ ORDER  -  SECOND
 HZ2544
 HZ2544.The horizontal coordinates were established by classical geodetic methods
 HZ2544.and adjusted by the National Geodetic Survey in April 1998..
 HZ2544
 HZ2544.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2544
 HZ2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2544
 HZ2544.The geoid height was determined by GEOID03.
 HZ2544
 HZ2544;                    North         East     Units Scale Factor Converg.
 HZ2544;SPC KY1Z     - 1,264,222.178 1,575,012.841   MT  1.00001095   +0 31 46.2
 HZ2544;SPC KY1Z     - 4,147,702.26  5,167,354.63   sFT  1.00001095   +0 31 46.2
 HZ2544;SPC KY N     -   134,596.722   444,548.359   MT  0.99997109   -0 23 47.8
 HZ2544;SPC KY N     -   441,589.41  1,458,489.07   sFT  0.99997109   -0 23 47.8
 HZ2544;UTM  16      - 4,286,810.373   683,671.063   MT  1.00001544   +1 19 17.3
 HZ2544
 HZ2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2544!SPC KY1Z     -   0.99996426  x   1.00001095  =   0.99997521
 HZ2544!SPC KY N     -   0.99996426  x   0.99997109  =   0.99993535
 HZ2544!UTM  16      -   0.99996426  x   1.00001544  =   0.99997970
 HZ2544
 HZ2544|---------------------------------------------------------------------|
 HZ2544| PID    Reference Object                     Distance      Geod. Az  |
 HZ2544|                                                           dddmmss.s |
 HZ2544| DC2348 I71 T 28 RM 1                        90.600 METERS 11707     |
 HZ2544| DC2349 I71 T 28 RM 2                        74.445 METERS 15324     |
 HZ2544| HZ1729 I71 T 28 AZ MK                                     1601643.0 |
 HZ2544|---------------------------------------------------------------------|
 HZ2544
 HZ2544                          SUPERSEDED SURVEY CONTROL
 HZ2544
 HZ2544  NAD 83(1993)-  38 42 39.13364(N)    084 53 15.22236(W) AD(       ) 2
 HZ2544  NAD 83(1986)-  38 42 39.13354(N)    084 53 15.22817(W) AD(       ) 2
 HZ2544  NAD 27      -  38 42 38.90373(N)    084 53 15.42827(W) AD(       ) 2
 HZ2544  NGVD 29 (07/19/86)  261.8    (m)          859.     (f) VERT ANG       
 HZ2544
 HZ2544.Superseded values are not recommended for survey control.
 HZ2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2544.See file dsdata.txt to determine how the superseded data were derived.
 HZ2544
 HZ2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8367186810(NAD 83)
 HZ2544_MARKER: DD = SURVEY DISK
 HZ2544_SETTING: 0 = UNSPECIFIED SETTING
 HZ2544
 HZ2544  HISTORY     - Date     Condition        Report By
 HZ2544  HISTORY     - 1964     MONUMENTED       PAS
 HZ2544
 HZ2544                          STATION DESCRIPTION
 HZ2544
 HZ2544'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964 (HB)
 HZ2544'STATION IS LOCATED ABOUT 2.6 MILES NORTHEAST OF SPARTA, KENTUCKY ON
 HZ2544'PROPERTY OWNED BY MR. ALVA LOWE.
 HZ2544'
 HZ2544'TO REACH THE STATION FROM THE L AND N RAILROAD STATION IN SPARTA,
 HZ2544'KENTUCKY GO NORTH ON KENTUCKY HIGHWAY 35 FOR 1.9 MILES TO JUNCTION
 HZ2544'WITH KENTUCKY HIGHWAY 465.  TURN RIGHT AND GO EAST ON KENTUCKY
 HZ2544'HIGHWAY 465 FOR 1.70 MILES TO AZIMUTH ON LEFT.  CONTINUE STRAIGHT
 HZ2544'AHEAD FOR 0.15 MILE TO PRIVATE DRIVE ON LEFT.  TURN LEFT AND GO
 HZ2544'NORTH FOR 0.15 MILE TO BARN AND END OF TRUCK TRAVEL.  PROCEED ON
 HZ2544'FOOT IN A NORTHERLY DIRECTION FOR ABOUT 700.0 FEET TO HIGH POINT ON
 HZ2544'RIDGE AND STATION.
 HZ2544'
 HZ2544'THE STATION IS LOCATED 245.0 FEET NORTHWEST OF METAL WITNESS POST AND
 HZ2544'SIGN AND 123.9 FEET EAST OF FIELD ROAD.  THE MARK IS 18 INCHES BELOW
 HZ2544'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED I71-T28 1964.
 HZ2544'
 HZ2544'RM 1 IS SOUTHEAST OF STATION, 111.0 FEET SOUTHWEST OF FENCE CORNER
 HZ2544'AND 2.5 FEET NORTHWEST OF FENCE.  THE MARK PROJECTS 3 INCHES AND THE
 HZ2544'DISK IS STAMPED I71-T28 NO 1 1964.
 HZ2544'
 HZ2544'RM 2 IS SOUTH OF STATION, 20.5 FET NORTHWEST OF FENCE CORNER, 2.0
 HZ2544'FEET NORTHWEST OF FRNCE AND 1.4 FEET NORTHWEST OF METAL WITNESS POST
 HZ2544'AND SIGN.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED I71
 HZ2544'T28 NO 2 1964.
 HZ2544'
 HZ2544'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHEAST OF STATION, 35.0 FEET EAST
 HZ2544'OF POWER POLE WITH TRANSFORNER, 24.6 FEET NORTHWEST OF CENTER OF
 HZ2544'HIGHWAY 465, 14.8 FEET SOUTHWEST OF TELEPHONE POLE GA3913, 1.9 FEET
 HZ2544'SOUTHEAST OF WOVEN WIRE FENCE AND 1.9 FEET SOUTHEAST OF METAL
 HZ2544'WITNESS POST AND SIGN.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 HZ2544'STAMPED I71 T28 1964.
 HZ2544'
 HZ2544'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2544'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ2544'
 HZ2544'HEIGHT OF LIGHT ABOVE STAION MARK 1.74 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1729 ***********************************************************************
 HZ1729  DESIGNATION -  I71 T 28 AZ MK
 HZ1729  PID         -  HZ1729
 HZ1729  STATE/COUNTY-  KY/GALLATIN
 HZ1729  USGS QUAD   -  SANDERS (1987)
 HZ1729
 HZ1729                         *CURRENT SURVEY CONTROL
 HZ1729  ___________________________________________________________________
 HZ1729* NAD 83(1986)-  38 42 27.     (N)    084 53 10.     (W)     SCALED    
 HZ1729* NAVD 88     -       259.201  (meters)     850.40   (feet)  ADJUSTED  
 HZ1729  ___________________________________________________________________
 HZ1729  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HZ1729  DYNAMIC HT  -         259.035 (meters)     849.85  (feet)  COMP
 HZ1729  MODELED GRAV-     979,979.2   (mgal)                       NAVD 88
 HZ1729
 HZ1729  VERT ORDER  -  SECOND    CLASS 0
 HZ1729
 HZ1729.The horizontal coordinates were scaled from a topographic map and have
 HZ1729.an estimated accuracy of +/- 6 seconds.
 HZ1729
 HZ1729.The orthometric height was determined by differential leveling
 HZ1729.and adjusted by the National Geodetic Survey in June 1991..
 HZ1729
 HZ1729.The geoid height was determined by GEOID03.
 HZ1729
 HZ1729.The dynamic height is computed by dividing the NAVD 88
 HZ1729.geopotential number by the normal gravity value computed on the
 HZ1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1729.degrees latitude (g = 980.6199 gals.).
 HZ1729
 HZ1729.The modeled gravity was interpolated from observed gravity values.
 HZ1729
 HZ1729;                    North         East    Units  Estimated Accuracy
 HZ1729;SPC KY1Z     - 1,263,850.    1,575,140.      MT  (+/- 180 meters Scaled)
 HZ1729
 HZ1729                          SUPERSEDED SURVEY CONTROL
 HZ1729
 HZ1729  NGVD 29 (??/??/92)  259.393  (m)          851.03   (f) ADJ UNCH    2 0
 HZ1729
 HZ1729.Superseded values are not recommended for survey control.
 HZ1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1729.See file dsdata.txt to determine how the superseded data were derived.
 HZ1729
 HZ1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH838864(NAD 83)
 HZ1729_MARKER: DD = SURVEY DISK
 HZ1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1729_STAMPING: I 71 T 28 1964 AZ MK
 HZ1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1729+STABILITY: SURFACE MOTION
 HZ1729
 HZ1729  HISTORY     - Date     Condition        Report By
 HZ1729  HISTORY     - 1964     MONUMENTED       PAS
 HZ1729
 HZ1729                          STATION DESCRIPTION
 HZ1729
 HZ1729'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ1729'4.5 MI NE FROM SPARTA.
 HZ1729'ABOUT 1.90 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CROSSING
 HZ1729'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT SPARTA, THENCE 1.6
 HZ1729'MILES NORTHEAST ALONG STATE HIGHWAY 465, 73 FEET NORTH OF THE
 HZ1729'NORTHEAST CORNER OF SINGLE STORY FRAME HOUSE, 32 FEET WEST OF THE
 HZ1729'JUNCTION OF HIGHWAY AND DRIVE SOUTH, 24 FEET NORTHWEST OF THE
 HZ1729'CENTER OF HIGHWAY, 15 FEET SOUTHWEST OF TELEPHONE POLE NUMBER
 HZ1729'GA3913, 2.0 FEET SOUTHEAST OF FENCE LINE AND METAL WITNESS POST
 HZ1729'WITH SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK
 HZ1729'DISK SET IN THE TOP OF CONCRETE POST PROJECTING 1 INCH AND ABOUT
 HZ1729'0.5 FEET LOWER THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0740 ***********************************************************************
 HZ0740  DESIGNATION -  I71 T 29
 HZ0740  PID         -  HZ0740
 HZ0740  STATE/COUNTY-  KY/GALLATIN
 HZ0740  USGS QUAD   -  GLENCOE (1969)
 HZ0740
 HZ0740                         *CURRENT SURVEY CONTROL
 HZ0740  ___________________________________________________________________
 HZ0740* NAD 83(1993)-  38 43 55.04064(N)    084 51 23.76645(W)     ADJUSTED  
 HZ0740* NAVD 88     -       250.102  (meters)     820.54   (feet)  ADJUSTED  
 HZ0740  ___________________________________________________________________
 HZ0740  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 HZ0740  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ0740  DYNAMIC HT  -         249.942 (meters)     820.02  (feet)  COMP
 HZ0740  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 HZ0740
 HZ0740  HORZ ORDER  -  SECOND
 HZ0740  VERT ORDER  -  SECOND    CLASS 0
 HZ0740
 HZ0740.The horizontal coordinates were established by classical geodetic methods
 HZ0740.and adjusted by the National Geodetic Survey in April 1998..
 HZ0740
 HZ0740.The orthometric height was determined by differential leveling
 HZ0740.and adjusted by the National Geodetic Survey in June 1991..
 HZ0740
 HZ0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0740
 HZ0740.The geoid height was determined by GEOID03.
 HZ0740
 HZ0740.The dynamic height is computed by dividing the NAVD 88
 HZ0740.geopotential number by the normal gravity value computed on the
 HZ0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0740.degrees latitude (g = 980.6199 gals.).
 HZ0740
 HZ0740.The modeled gravity was interpolated from observed gravity values.
 HZ0740
 HZ0740;                    North         East     Units Scale Factor Converg.
 HZ0740;SPC KY1Z     - 1,266,588.144 1,577,683.111   MT  1.00001639   +0 32 54.6
 HZ0740;SPC KY1Z     - 4,155,464.60  5,176,115.34   sFT  1.00001639   +0 32 54.6
 HZ0740;SPC KY N     -   136,919.128   447,256.403   MT  0.99997272   -0 22 38.4
 HZ0740;SPC KY N     -   449,208.84  1,467,373.72   sFT  0.99997272   -0 22 38.4
 HZ0740;UTM  16      - 4,289,213.062   686,308.375   MT  1.00002745   +1 20 29.3
 HZ0740
 HZ0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0740!SPC KY1Z     -   0.99996607  x   1.00001639  =   0.99998245
 HZ0740!SPC KY N     -   0.99996607  x   0.99997272  =   0.99993879
 HZ0740!UTM  16      -   0.99996607  x   1.00002745  =   0.99999351
 HZ0740
 HZ0740|---------------------------------------------------------------------|
 HZ0740| PID    Reference Object                     Distance      Geod. Az  |
 HZ0740|                                                           dddmmss.s |
 HZ0740| HZ0741 I71 T 29 RM 1                        18.998 METERS 01438     |
 HZ0740| HZ0742 I71 T 29 RM 2                        14.124 METERS 25757     |
 HZ0740| HZ0739 I71 T 29 AZ MK                                     2673211.3 |
 HZ0740|---------------------------------------------------------------------|
 HZ0740
 HZ0740                          SUPERSEDED SURVEY CONTROL
 HZ0740
 HZ0740  NAD 83(1993)-  38 43 55.04005(N)    084 51 23.76183(W) AD(       ) 2
 HZ0740  NAD 83(1986)-  38 43 55.03289(N)    084 51 23.77366(W) AD(       ) 2
 HZ0740  NAD 27      -  38 43 54.79756(N)    084 51 23.95308(W) AD(       ) 2
 HZ0740  NGVD 29 (??/??/92)  250.297  (m)          821.18   (f) ADJ UNCH    2 0
 HZ0740
 HZ0740.Superseded values are not recommended for survey control.
 HZ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0740.See file dsdata.txt to determine how the superseded data were derived.
 HZ0740
 HZ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8630889213(NAD 83)
 HZ0740_MARKER: DD = SURVEY DISK
 HZ0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0740_STAMPING: I 71 T 29 1964
 HZ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0740+STABILITY: SURFACE MOTION
 HZ0740
 HZ0740  HISTORY     - Date     Condition        Report By
 HZ0740  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0740  HISTORY     - 1964     GOOD             PAS
 HZ0740
 HZ0740                          STATION DESCRIPTION
 HZ0740
 HZ0740'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ0740'STATION IS LOCATED ABOUT 4.2 MILES SOUTHEAST OF WARSAW, KENTUCKY AND
 HZ0740'ABOUT 2.0 MILES NORTHWEST OF GLENCOE, KENTUCKY ON PROPERTY OWEND BY
 HZ0740'CLARANCE SWANGO.
 HZ0740'
 HZ0740'TO REACH THE STATION FROM THE GALLATIN COUNTY COURTHOUSE IN WARSAW,
 HZ0740'KENTUCKY GO SOUTH ON KENTUCKY HIGHWAY 35 FOR 1.20 MILES TO
 HZ0740'INTERSECTION WITH KENTUCKY HIGHWAY 455.  TURN LEFT AND GO EAST ON
 HZ0740'KENTUCKY HIGHWAY 455 FOR 4.45 MILES TO AZIMUTH ON RIGHT.  CONTINUE
 HZ0740'AHEAD FOR 0.65 MILE TO DRIVE ON LEFT.  TURN LEFT AND GO NORTH FOR 2.0
 HZ0740'MILES ON DRIVE AND FIELD ROAD TO EAST WEST FENCE AND STATION.
 HZ0740'
 HZ0740'STATION IS LOCATED 6.0 FEET NORTH NORTHWEST OF FENCE CORNER, 3.5 FEET
 HZ0740'SOUTHWEST OF METAL WITNESS POST AND SIGN, 2.1 FEET WEST OF FENCE.
 HZ0740'THE MARK PROJECTS 2 INCHES ABOVE THE GROUND AND THE DISK IS STAMPED
 HZ0740'I71- T29 1964.
 HZ0740'
 HZ0740'RM 1 IS LOCATED NORTH OF STATION, 68.4 FEET NORTH OF FENCE CORNER,
 HZ0740'1.0 FEET WEST OF FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 HZ0740'STMAPED I71-T29 NO.1 1964.
 HZ0740'
 HZ0740'RM 2 IS WEST OF STATION, 44.4 FEET WEST OF FENCE CORNER, 1.4 FEET
 HZ0740'NORTH OF FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HZ0740'I71-T29 NO.2 1964.
 HZ0740'
 HZ0740'AZIMUTH IS ABOUT 0.5 MILE WEST OF STATION, 31.0 FEET NORTHEAST OF
 HZ0740'POWER POLE WITH TRANSFORMER, 18.0 FEET NORTHWEST OF TELEPHONE POLE
 HZ0740'GA2878, 24.0 FEET SOUTH OF CENTER OF HIGHWAY 455, 2.4 FEET NORTH OF
 HZ0740'FENCE, 2.2 FEET NORTH OF METAL WITNESS POST AND SIGN.  THE MARK IS
 HZ0740'SET ON A BANK ABOUT 4.0 FEET HIGHER THAN HIGHWAY.  THE MARK PROJECTS
 HZ0740'2 INCHES AND THE DISK IS STAMPED I71-T29 1964.
 HZ0740'
 HZ0740'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ0740'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0740'
 HZ0740'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
 HZ0740
 HZ0740                          STATION RECOVERY (1964)
 HZ0740
 HZ0740'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0740'2.5 MI N FROM GLENCOE.
 HZ0740'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0740'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, THENCE
 HZ0740'1.6 MLES WEST ALONG STATE HIGHWAY 455 TO A DRIVE RIGHT, THENCE
 HZ0740'0.15 MILE NORTH AND NORTHWEST ALONG DRIVEWAY AND FARM ROAD
 HZ0740'FOLLOWING RIDGE LINE, 229 FEET SOUTH OF INTERSECTION OF FENCE
 HZ0740'LINE AND UNDERGROUND PIPELINE, 100 FEET EAST OF AN 8 INCH CEDAR TREE
 HZ0740'IN FENCE LINE, 6.3 FEET NORTH OF FENCE CORNER, 3.5 FEET
 HZ0740'SOUTHWEST OF METAL WITNESS POST AND SIGN, 1.8 FEET WEST OF
 HZ0740'FENCE LINE.  A KENTUCKY DEPARTMENT OF HIGHWAYS STATION MARK
 HZ0740'DISK SET IN THE TOP OF CONCRETE POST PROJECTING 1 INCH AND
 HZ0740'APPROXIMATELY ON THE HIGHEST POINT IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0739 ***********************************************************************
 HZ0739  DESIGNATION -  I71 T 29 AZ MK
 HZ0739  PID         -  HZ0739
 HZ0739  STATE/COUNTY-  KY/GALLATIN
 HZ0739  USGS QUAD   -  GLENCOE (1969)
 HZ0739
 HZ0739                         *CURRENT SURVEY CONTROL
 HZ0739  ___________________________________________________________________
 HZ0739* NAD 83(1986)-  38 43 54.     (N)    084 51 55.     (W)     SCALED    
 HZ0739* NAVD 88     -       248.357  (meters)     814.82   (feet)  ADJUSTED  
 HZ0739  ___________________________________________________________________
 HZ0739  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ0739  DYNAMIC HT  -         248.199 (meters)     814.30  (feet)  COMP
 HZ0739  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 HZ0739
 HZ0739  VERT ORDER  -  SECOND    CLASS 0
 HZ0739
 HZ0739.The horizontal coordinates were scaled from a topographic map and have
 HZ0739.an estimated accuracy of +/- 6 seconds.
 HZ0739
 HZ0739.The orthometric height was determined by differential leveling
 HZ0739.and adjusted by the National Geodetic Survey in June 1991..
 HZ0739
 HZ0739.The geoid height was determined by GEOID03.
 HZ0739
 HZ0739.The dynamic height is computed by dividing the NAVD 88
 HZ0739.geopotential number by the normal gravity value computed on the
 HZ0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0739.degrees latitude (g = 980.6199 gals.).
 HZ0739
 HZ0739.The modeled gravity was interpolated from observed gravity values.
 HZ0739
 HZ0739;                    North         East    Units  Estimated Accuracy
 HZ0739;SPC KY1Z     - 1,266,550.    1,576,930.      MT  (+/- 180 meters Scaled)
 HZ0739
 HZ0739                          SUPERSEDED SURVEY CONTROL
 HZ0739
 HZ0739  NGVD 29 (??/??/92)  248.552  (m)          815.46   (f) ADJ UNCH    2 0
 HZ0739
 HZ0739.Superseded values are not recommended for survey control.
 HZ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0739.See file dsdata.txt to determine how the superseded data were derived.
 HZ0739
 HZ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH855891(NAD 83)
 HZ0739_MARKER: DD = SURVEY DISK
 HZ0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0739_STAMPING: I 71 T 29 1964AZ MK
 HZ0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0739+STABILITY: SURFACE MOTION
 HZ0739
 HZ0739  HISTORY     - Date     Condition        Report By
 HZ0739  HISTORY     - 1964     MONUMENTED       PAS
 HZ0739
 HZ0739                          STATION DESCRIPTION
 HZ0739
 HZ0739'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0739'3 MI N FROM GLENCOE.
 HZ0739'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0739'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, THENCE 2.2
 HZ0739'MILES WEST ALONG STATE HIGHWAY 455 TO THE MARK ON THE LEFT, 113
 HZ0739'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SINGLE STORY FRAME
 HZ0739'HOUSE, 22 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 455, 18
 HZ0739'FEET NORTHWEST OF A TELEPHONE POLE NUMBERED GA2878, 2.1 FEET
 HZ0739'NORTH OF METAL WITNESS POST AND SIGN, 2.3 FEET NORTH OF FENCE
 HZ0739'LINE.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK
 HZ0739'SET IN THE TOP OF CONCRETE POST PROJECTING 1 INCH AND ABOUT
 HZ0739'7 FEET ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0741 ***********************************************************************
 HZ0741  DESIGNATION -  I71 T 29 RM 1
 HZ0741  PID         -  HZ0741
 HZ0741  STATE/COUNTY-  KY/GALLATIN
 HZ0741  USGS QUAD   -  GLENCOE (1969)
 HZ0741
 HZ0741                         *CURRENT SURVEY CONTROL
 HZ0741  ___________________________________________________________________
 HZ0741* NAD 83(1986)-  38 43 55.     (N)    084 51 24.     (W)     SCALED    
 HZ0741* NAVD 88     -       249.963  (meters)     820.09   (feet)  ADJUSTED  
 HZ0741  ___________________________________________________________________
 HZ0741  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ0741  DYNAMIC HT  -         249.803 (meters)     819.56  (feet)  COMP
 HZ0741  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 HZ0741
 HZ0741  VERT ORDER  -  SECOND    CLASS 0
 HZ0741
 HZ0741.The horizontal coordinates were scaled from a topographic map and have
 HZ0741.an estimated accuracy of +/- 6 seconds.
 HZ0741
 HZ0741.The orthometric height was determined by differential leveling
 HZ0741.and adjusted by the National Geodetic Survey in June 1991..
 HZ0741
 HZ0741.The geoid height was determined by GEOID03.
 HZ0741
 HZ0741.The dynamic height is computed by dividing the NAVD 88
 HZ0741.geopotential number by the normal gravity value computed on the
 HZ0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0741.degrees latitude (g = 980.6199 gals.).
 HZ0741
 HZ0741.The modeled gravity was interpolated from observed gravity values.
 HZ0741
 HZ0741;                    North         East    Units  Estimated Accuracy
 HZ0741;SPC KY1Z     - 1,266,590.    1,577,680.      MT  (+/- 180 meters Scaled)
 HZ0741
 HZ0741                          SUPERSEDED SURVEY CONTROL
 HZ0741
 HZ0741  NGVD 29 (??/??/92)  250.158  (m)          820.73   (f) ADJ UNCH    2 0
 HZ0741
 HZ0741.Superseded values are not recommended for survey control.
 HZ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0741.See file dsdata.txt to determine how the superseded data were derived.
 HZ0741
 HZ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH863892(NAD 83)
 HZ0741_MARKER: DD = SURVEY DISK
 HZ0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0741_STAMPING: I 71 T 29 1964 RM 1
 HZ0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0741+STABILITY: SURFACE MOTION
 HZ0741
 HZ0741  HISTORY     - Date     Condition        Report By
 HZ0741  HISTORY     - 1964     MONUMENTED       PAS
 HZ0741
 HZ0741                          STATION DESCRIPTION
 HZ0741
 HZ0741'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0741'2.5 MI N FROM GLENCOE.
 HZ0741'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0741'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, THENCE
 HZ0741'1.6 MILES WEST ALONG STATE HIGHWAY 455 TO A DRIVE RIGHT, THENCE
 HZ0741'0.15 MILE NORTH AND NORTHWEST ALONG DRIVEWAY AND FARM ROAD
 HZ0741'FOLLOWING RIDGE LINE, 167 FEET SOUTH OF THE INTERSECTION OF
 HZ0741'FENCE LINE AND UNDERGROUND PIPELINE, 69 FEET NORTH OF FENCE CORNER,
 HZ0741'1.0 FEET WEST OF FENCE LINE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0741'REFERENCE MARK DISK SET IN THE TOP OF CONCRETE POST PROJECTING
 HZ0741'1 INCH AND APPROXIMATELY 1 FOOT LOWER THAN HIGHEST POINT IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0742 ***********************************************************************
 HZ0742  DESIGNATION -  I71 T 29 RM 2
 HZ0742  PID         -  HZ0742
 HZ0742  STATE/COUNTY-  KY/GALLATIN
 HZ0742  USGS QUAD   -  GLENCOE (1969)
 HZ0742
 HZ0742                         *CURRENT SURVEY CONTROL
 HZ0742  ___________________________________________________________________
 HZ0742* NAD 83(1986)-  38 43 55.     (N)    084 51 24.     (W)     SCALED    
 HZ0742* NAVD 88     -       249.192  (meters)     817.56   (feet)  ADJUSTED  
 HZ0742  ___________________________________________________________________
 HZ0742  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ0742  DYNAMIC HT  -         249.033 (meters)     817.04  (feet)  COMP
 HZ0742  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 HZ0742
 HZ0742  VERT ORDER  -  SECOND    CLASS 0
 HZ0742
 HZ0742.The horizontal coordinates were scaled from a topographic map and have
 HZ0742.an estimated accuracy of +/- 6 seconds.
 HZ0742
 HZ0742.The orthometric height was determined by differential leveling
 HZ0742.and adjusted by the National Geodetic Survey in June 1991..
 HZ0742
 HZ0742.The geoid height was determined by GEOID03.
 HZ0742
 HZ0742.The dynamic height is computed by dividing the NAVD 88
 HZ0742.geopotential number by the normal gravity value computed on the
 HZ0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0742.degrees latitude (g = 980.6199 gals.).
 HZ0742
 HZ0742.The modeled gravity was interpolated from observed gravity values.
 HZ0742
 HZ0742;                    North         East    Units  Estimated Accuracy
 HZ0742;SPC KY1Z     - 1,266,590.    1,577,680.      MT  (+/- 180 meters Scaled)
 HZ0742
 HZ0742                          SUPERSEDED SURVEY CONTROL
 HZ0742
 HZ0742  NGVD 29 (??/??/92)  249.387  (m)          818.20   (f) ADJ UNCH    2 0
 HZ0742
 HZ0742.Superseded values are not recommended for survey control.
 HZ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0742.See file dsdata.txt to determine how the superseded data were derived.
 HZ0742
 HZ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH863892(NAD 83)
 HZ0742_MARKER: DD = SURVEY DISK
 HZ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0742_STAMPING: I 71 T 29 1964 RM 2
 HZ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0742+STABILITY: SURFACE MOTION
 HZ0742
 HZ0742  HISTORY     - Date     Condition        Report By
 HZ0742  HISTORY     - 1964     MONUMENTED       PAS
 HZ0742
 HZ0742                          STATION DESCRIPTION
 HZ0742
 HZ0742'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0742'2.5 MI N FROM GLENCOE.
 HZ0742'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0742'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, THENCE
 HZ0742'1.6 MILES WEST ALONG STATE HIGHWAY 455 TO A DIRVE RIGHT, THENCE
 HZ0742'0.15 MILE NORTH AND NORTHWEST ALONG DRIVEWAY AND FARM ROAD
 HZ0742'FOLLOWING RIDGE LINE, 55 FEET EAST OF AN 8 INCH CEDAR TREE IN
 HZ0742'FENCE LINE, 44 FEET WEST OF FENCE CORNER, 1.4 FEET NORTH OF
 HZ0742'FENCE LINE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK
 HZ0742'DISK SET IN THE TOP OF CONCRETE POST PROJECTING 1 INCH AND ABOUT
 HZ0742'4 FEET LOWER THAN THE HIGHEST POINT IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2526 ***********************************************************************
 HZ2526  DESIGNATION -  I71 T 30
 HZ2526  PID         -  HZ2526
 HZ2526  STATE/COUNTY-  KY/GALLATIN
 HZ2526  USGS QUAD   -  GLENCOE (1969)
 HZ2526
 HZ2526                         *CURRENT SURVEY CONTROL
 HZ2526  ___________________________________________________________________
 HZ2526* NAD 83(1993)-  38 44 46.72136(N)    084 49 37.93968(W)     ADJUSTED  
 HZ2526* NAVD 88     -       262.5    (meters)     861.     (feet)  VERTCON   
 HZ2526  ___________________________________________________________________
 HZ2526  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HZ2526  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ2526
 HZ2526  HORZ ORDER  -  SECOND
 HZ2526
 HZ2526.The horizontal coordinates were established by classical geodetic methods
 HZ2526.and adjusted by the National Geodetic Survey in April 1998..
 HZ2526
 HZ2526.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2526
 HZ2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2526
 HZ2526.The geoid height was determined by GEOID03.
 HZ2526
 HZ2526;                    North         East     Units Scale Factor Converg.
 HZ2526;SPC KY1Z     - 1,268,206.608 1,580,223.351   MT  1.00002017   +0 33 59.6
 HZ2526;SPC KY1Z     - 4,160,774.51  5,184,449.44   sFT  1.00002017   +0 33 59.6
 HZ2526;SPC KY N     -   138,496.268   449,822.345   MT  0.99997391   -0 21 32.6
 HZ2526;SPC KY N     -   454,383.17  1,475,792.14   sFT  0.99997391   -0 21 32.6
 HZ2526;UTM  16      - 4,290,866.567   688,826.000   MT  1.00003908   +1 21 37.1
 HZ2526
 HZ2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2526!SPC KY1Z     -   0.99996412  x   1.00002017  =   0.99998429
 HZ2526!SPC KY N     -   0.99996412  x   0.99997391  =   0.99993803
 HZ2526!UTM  16      -   0.99996412  x   1.00003908  =   1.00000320
 HZ2526
 HZ2526|---------------------------------------------------------------------|
 HZ2526| PID    Reference Object                     Distance      Geod. Az  |
 HZ2526|                                                           dddmmss.s |
 HZ2526| DC2351 I71 T 30 RM 1                        12.582 METERS 16808     |
 HZ2526| DC2350 I71 T 30 AZ MK                                     2453320.1 |
 HZ2526| DC2352 I71 T 30 RM 2                        14.087 METERS 33517     |
 HZ2526|---------------------------------------------------------------------|
 HZ2526
 HZ2526                          SUPERSEDED SURVEY CONTROL
 HZ2526
 HZ2526  NAD 83(1993)-  38 44 46.72065(N)    084 49 37.93573(W) AD(       ) 2
 HZ2526  NAD 83(1986)-  38 44 46.71232(N)    084 49 37.94741(W) AD(       ) 2
 HZ2526  NAD 27      -  38 44 46.47733(N)    084 49 38.12966(W) AD(       ) 2
 HZ2526  NGVD 29 (07/19/86)  262.7    (m)          862.     (f) VERT ANG       
 HZ2526
 HZ2526.Superseded values are not recommended for survey control.
 HZ2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2526.See file dsdata.txt to determine how the superseded data were derived.
 HZ2526
 HZ2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8882690867(NAD 83)
 HZ2526_MARKER: DD = SURVEY DISK
 HZ2526_SETTING: 0 = UNSPECIFIED SETTING
 HZ2526
 HZ2526  HISTORY     - Date     Condition        Report By
 HZ2526  HISTORY     - 1964     MONUMENTED       KYHD
 HZ2526
 HZ2526                          STATION DESCRIPTION
 HZ2526
 HZ2526'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ2526'STATION IS LOCARED ABOUT 5.0 MILES SOUTHEAST OF WARSAW, KENTUCKY AND
 HZ2526'2.0 MILES NORTH OF GLENCOE, KENTUCKY ON PROPERTY OWNED BY MR.
 HZ2526'BOGAROUS.
 HZ2526'
 HZ2526'TO REACH THE STATION FROM THE GALLATIN COUNTY COURTHOUSE GO EAST ON
 HZ2526'U.S. HIGHWAY 42 FOR 5.25 MILES TO U.S. HIGHWAY 127 ON RIGHT.  TURN
 HZ2526'RIGHT AND GO SOUTH U.S. HIGHWAY 127 FOR 3.35 MILES TO DRIVE ON LEFT.
 HZ2526'TURN LEFT AND GO EAST 0.45 MILES TO AZIMUTH ON RIGHT.  CONTINUE
 HZ2526'STRAIGHT AHEAD FOR 0.20 MILE TO FIELD ROAD JUNCTION.  TURN RIGHT AND
 HZ2526'GO SOUTH 200 FEET TO STATION ON LEFT.
 HZ2526'
 HZ2526'STATION IS LOCATED 17.1 FEET NORTHEAST OF CENTER OF FIELD ROAD.  8.6
 HZ2526'FEET NORTHEAST OF FENCE AND METAL WITNESS POST AND SIGN.  THE MARK
 HZ2526'IS FLUSH WITH GROUND AND THE DISK IS STAMPED I71-T30 1964.
 HZ2526'
 HZ2526'RM 1 IS LOCATED SOUTH SOUTHWEST OF STATION, 7.6 FEET NORTHEAST OF
 HZ2526'CENTER OF FIELD ROAD, 1.2 FEET NORTHEAST OF FENCE.  THE MARK PROJECTS
 HZ2526'3 INCHES AND THE DISK IS STAMPED I71-T30 NO.1 1964.
 HZ2526'
 HZ2526'RM 2 IS LOCATED NORTH NORTHWEST OF STATION, 69.0 FEET SOUTH OF CENTER
 HZ2526'OF DRIVE, 18.7 FEET NORTHEAST OF CENTER OF FIELD ROAD, 1.2 FEET
 HZ2526'NORTHEAST OF FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 HZ2526'STAMPED I71-T30 NO.2 1964.
 HZ2526'
 HZ2526'AZIMUTH MARK IS LOCATED ABOUT 0.2 MILE SOUTHWEST OF STATION, 18.0
 HZ2526'FEET SOUTH OF CENTER OF ROAD AT GATE, 2.7 FEET EAST OF FENCE, 1.3
 HZ2526'FEET EAST OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 3 INCHES
 HZ2526'AND THE DISK IS STAMPED I71-T30 1964.
 HZ2526'
 HZ2526'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2526'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ2526'
 HZ2526'HEIGHT OF LIGHT ABOVE STAION MARK 15.64 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0755 ***********************************************************************
 HZ0755  DESIGNATION -  I71 T 31
 HZ0755  PID         -  HZ0755
 HZ0755  STATE/COUNTY-  KY/GALLATIN
 HZ0755  USGS QUAD   -  PATRIOT (1994)
 HZ0755
 HZ0755                         *CURRENT SURVEY CONTROL
 HZ0755  ___________________________________________________________________
 HZ0755* NAD 83(1993)-  38 46 07.93540(N)    084 46 36.76188(W)     ADJUSTED  
 HZ0755* NAVD 88     -       262.949  (meters)     862.69   (feet)  ADJUSTED  
 HZ0755  ___________________________________________________________________
 HZ0755  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 HZ0755  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0755  DYNAMIC HT  -         262.783 (meters)     862.15  (feet)  COMP
 HZ0755  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 HZ0755
 HZ0755  HORZ ORDER  -  SECOND
 HZ0755  VERT ORDER  -  SECOND    CLASS 0
 HZ0755
 HZ0755.The horizontal coordinates were established by classical geodetic methods
 HZ0755.and adjusted by the National Geodetic Survey in April 1998..
 HZ0755
 HZ0755.The orthometric height was determined by differential leveling
 HZ0755.and adjusted by the National Geodetic Survey in June 1991..
 HZ0755
 HZ0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0755
 HZ0755.The geoid height was determined by GEOID03.
 HZ0755
 HZ0755.The dynamic height is computed by dividing the NAVD 88
 HZ0755.geopotential number by the normal gravity value computed on the
 HZ0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0755.degrees latitude (g = 980.6199 gals.).
 HZ0755
 HZ0755.The modeled gravity was interpolated from observed gravity values.
 HZ0755
 HZ0755;                    North         East     Units Scale Factor Converg.
 HZ0755;SPC KY1Z     - 1,270,755.318 1,584,572.285   MT  1.00002624   +0 35 50.9
 HZ0755;SPC KY1Z     - 4,169,136.41  5,198,717.57   sFT  1.00002624   +0 35 50.9
 HZ0755;SPC KY N     -   140,974.287   454,211.664   MT  0.99997590   -0 19 39.9
 HZ0755;SPC KY N     -   462,513.14  1,490,192.77   sFT  0.99997590   -0 19 39.9
 HZ0755;UTM  16      - 4,293,475.395   693,139.293   MT  1.00005937   +1 23 33.0
 HZ0755
 HZ0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0755!SPC KY1Z     -   0.99996405  x   1.00002624  =   0.99999029
 HZ0755!SPC KY N     -   0.99996405  x   0.99997590  =   0.99993995
 HZ0755!UTM  16      -   0.99996405  x   1.00005937  =   1.00002342
 HZ0755
 HZ0755|---------------------------------------------------------------------|
 HZ0755| PID    Reference Object                     Distance      Geod. Az  |
 HZ0755|                                                           dddmmss.s |
 HZ0755| HZ0753 I71 T 31 RM 1                        26.188 METERS 02035     |
 HZ0755| HZ0751 I71 T 31 AZ MK                                     2302105.6 |
 HZ0755| HZ0754 I71 T 31 RM 2                        11.097 METERS 30919     |
 HZ0755|---------------------------------------------------------------------|
 HZ0755
 HZ0755                          SUPERSEDED SURVEY CONTROL
 HZ0755
 HZ0755  NAD 83(1993)-  38 46 07.93489(N)    084 46 36.75913(W) AD(       ) 2
 HZ0755  NAD 83(1986)-  38 46 07.92585(N)    084 46 36.77099(W) AD(       ) 2
 HZ0755  NAD 27      -  38 46 07.69337(N)    084 46 36.95637(W) AD(       ) 2
 HZ0755  NGVD 29 (??/??/92)  263.146  (m)          863.34   (f) ADJ UNCH    2 0
 HZ0755
 HZ0755.Superseded values are not recommended for survey control.
 HZ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0755.See file dsdata.txt to determine how the superseded data were derived.
 HZ0755
 HZ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH9313993475(NAD 83)
 HZ0755_MARKER: DD = SURVEY DISK
 HZ0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0755_STAMPING: I 71 T 31 1964
 HZ0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0755+STABILITY: SURFACE MOTION
 HZ0755
 HZ0755  HISTORY     - Date     Condition        Report By
 HZ0755  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0755  HISTORY     - 1964     GOOD             PAS
 HZ0755
 HZ0755                          STATION DESCRIPTION
 HZ0755
 HZ0755'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ0755'STATION IS LOCATED ABOUT 6.4 MILES EAST OF WARSAW, KENTUCKY AND ABOUT
 HZ0755'4.4 MILES NORTHEAST OF GLENCOE, KENTUCKY AND ABOUT 0.85 MILE
 HZ0755'NORTHEAST OF NAPOLEON.
 HZ0755'
 HZ0755'TO REACH FROM THE GALLATIN COUNTY COURTHOUSE IN WARSAW GO EAST ON
 HZ0755'U.S. HIGHWAY 42 FOR 5.75 MILES TO JUNCTION OF U.S. HIGHWAY 127 ON
 HZ0755'RIGHT.  TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 127 FOR 5.20 MILES
 HZ0755'TO JUNCTION WITH STATE HIGHWAY 16.  TURN LEFT AND GO NORTHEAST ON
 HZ0755'HIGHWAY 16 FOR 4.95 MILES TO AZIMUTH ON RIGHT.  CONTINUE STRAIGHT
 HZ0755'AHEAD FOR 0.7 MILE TO DRIVE ON RIGHT.  TURN RIGHT AND GO SOUTH 0.1
 HZ0755'MILE TO BARN AND STATION.
 HZ0755'
 HZ0755'STATION IS LOCATED ABOUT 82.4 FEET SOUTH OF 48 INCH ELM TREE, 09.4
 HZ0755'FEET WEST OF 18 INCH LOCUST TREE, 39.3 FEET SOUTHEAST OF FENCE
 HZ0755'CORNER, 13.5 FEET NORTHEAST OF FENCE AND METAL WITNESS POST AND SIGN.
 HZ0755'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED I71 T31
 HZ0755'1964.
 HZ0755'
 HZ0755'RM 1 IS NORTH OF STATION, 32.0 FEET EAST OF 48 INCH ELM TREE, 1.9
 HZ0755'FEET SOUTH OF FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 HZ0755'STAMPED I71-T31 NO.1 1964.
 HZ0755'
 HZ0755'RM 2 IS NORTHWEST OF STATION, 66.0 FEET SOUTHWEST OF 48 INCH ELM
 HZ0755'TREE, 3.0 FEET NORTHEAST FENCE CORNER.  THE MARK PROJECT 3 INCHES AND
 HZ0755'THE DISK IS STAMPED I71-T31 NO.2 1964.
 HZ0755'
 HZ0755'AZIMUTH MARK IS LOCATED ABOUT 0.6 MILE SOUTHWEST OF STATION, 32.0
 HZ0755'FEET SOUTHEAST OF CENTER OF HIGHWAY 16, 24.0 FEET WEST OF 12 INCH
 HZ0755'LOCUST TREE, 15.0 FEET NORTHWEST OF NORTH SIDE OF ROAD, 3.3 FEET
 HZ0755'SOUTH OF METAL WITNESS POST AND SIGN, 2.5 FEET SOUTHEAST OF TELEPHONE
 HZ0755'POLE GA2157.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS
 HZ0755'STAMPED I71-T31 1964.
 HZ0755'
 HZ0755'SURFACE UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ0755'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0755'
 HZ0755'HEIGHT OF LIGHT ABOVE STATION MARK 15.61 METERS.
 HZ0755
 HZ0755                          STATION RECOVERY (1964)
 HZ0755
 HZ0755'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0755'6 MI NE FROM GLENCOE.
 HZ0755'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0755'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, THENCE
 HZ0755'4.4 MILES NORTHEAST ALONG STATE HIGHWAY 16 TO A SMALL COMMUNITY
 HZ0755'OF NAPOLEON, THENCE 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 16
 HZ0755'TO A FARM ROAD RIGHT, THENCE 0.1 MILE SOUTH AND SOUTHEAST
 HZ0755'ALONG FARM ROAD TO A BARN YARD AND THE MARK, 118 FEET SOUTHWEST
 HZ0755'OF THE SOUTHWEST CORNER OF BARN, 84 FEET SOUTH OF A 48 INCH
 HZ0755'HACKBERRY TREE, 13.8 FEET NORTHEAST OF FENCE LINE, 13.7 FEET
 HZ0755'NORTHEAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HZ0755'OF HIGHWAYS STATION MARK DISK SET IN THE TOP OF CONCRETE POST
 HZ0755'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0751 ***********************************************************************
 HZ0751  DESIGNATION -  I71 T 31 AZ MK
 HZ0751  PID         -  HZ0751
 HZ0751  STATE/COUNTY-  KY/GALLATIN
 HZ0751  USGS QUAD   -  PATRIOT (1994)
 HZ0751
 HZ0751                         *CURRENT SURVEY CONTROL
 HZ0751  ___________________________________________________________________
 HZ0751* NAD 83(1986)-  38 45 48.     (N)    084 47 08.     (W)     SCALED    
 HZ0751* NAVD 88     -       245.942  (meters)     806.89   (feet)  ADJUSTED  
 HZ0751  ___________________________________________________________________
 HZ0751  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0751  DYNAMIC HT  -         245.786 (meters)     806.38  (feet)  COMP
 HZ0751  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 HZ0751
 HZ0751  VERT ORDER  -  SECOND    CLASS 0
 HZ0751
 HZ0751.The horizontal coordinates were scaled from a topographic map and have
 HZ0751.an estimated accuracy of +/- 6 seconds.
 HZ0751
 HZ0751.The orthometric height was determined by differential leveling
 HZ0751.and adjusted by the National Geodetic Survey in June 1991..
 HZ0751
 HZ0751.The geoid height was determined by GEOID03.
 HZ0751
 HZ0751.The dynamic height is computed by dividing the NAVD 88
 HZ0751.geopotential number by the normal gravity value computed on the
 HZ0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0751.degrees latitude (g = 980.6199 gals.).
 HZ0751
 HZ0751.The modeled gravity was interpolated from observed gravity values.
 HZ0751
 HZ0751;                    North         East    Units  Estimated Accuracy
 HZ0751;SPC KY1Z     - 1,270,130.    1,583,830.      MT  (+/- 180 meters Scaled)
 HZ0751
 HZ0751                          SUPERSEDED SURVEY CONTROL
 HZ0751
 HZ0751  NGVD 29 (??/??/92)  246.138  (m)          807.54   (f) ADJ UNCH    2 0
 HZ0751
 HZ0751.Superseded values are not recommended for survey control.
 HZ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0751.See file dsdata.txt to determine how the superseded data were derived.
 HZ0751
 HZ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH924928(NAD 83)
 HZ0751_MARKER: DD = SURVEY DISK
 HZ0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0751_STAMPING: I 71 T 31 AZ MK 1964
 HZ0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0751+STABILITY: SURFACE MOTION
 HZ0751
 HZ0751  HISTORY     - Date     Condition        Report By
 HZ0751  HISTORY     - 1964     MONUMENTED       PAS
 HZ0751
 HZ0751                          STATION DESCRIPTION
 HZ0751
 HZ0751'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0751'5.5 MI N FROM GLENCOE.
 HZ0751'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0751'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, THENCE
 HZ0751'4.4 MILES NORTHEAST ALONG STATE HIGHWAY 16 TO THE SMALL COMMUNITY
 HZ0751'OF NAPOLEON, THENCE 0.3 MILE NORTHEAST ALONG STATE HIGHWAY 16
 HZ0751'TO THE MARK ON THE RIGHT NEAR THE NORTH CORNER OF A SMALL LAKE,
 HZ0751'72 FEET SOUTHWEST OF SOUTHWEST CORNER OF 1 1/2 STORY FRAME
 HZ0751'HOUSE, 32 FEET SOUTHEAST OF CENTER OF HIGHWAY OVER CULVERT,
 HZ0751'24 FEET WEST OF A 12 INCH LOCUST TREE, 3.4 FEET SOUTHEAST OF
 HZ0751'METAL WITNESS POST AND SIGN, 2.4 FEET SOUTHEAST OF TELEPHONE POLE
 HZ0751'NUMBER GA2157.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK
 HZ0751'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 HZ0751'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0753 ***********************************************************************
 HZ0753  DESIGNATION -  I71 T 31 RM 1
 HZ0753  PID         -  HZ0753
 HZ0753  STATE/COUNTY-  KY/GALLATIN
 HZ0753  USGS QUAD   -  PATRIOT (1994)
 HZ0753
 HZ0753                         *CURRENT SURVEY CONTROL
 HZ0753  ___________________________________________________________________
 HZ0753* NAD 83(1986)-  38 46 08.     (N)    084 46 37.     (W)     SCALED    
 HZ0753* NAVD 88     -       262.420  (meters)     860.96   (feet)  ADJUSTED  
 HZ0753  ___________________________________________________________________
 HZ0753  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0753  DYNAMIC HT  -         262.253 (meters)     860.41  (feet)  COMP
 HZ0753  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 HZ0753
 HZ0753  VERT ORDER  -  SECOND    CLASS 0
 HZ0753
 HZ0753.The horizontal coordinates were scaled from a topographic map and have
 HZ0753.an estimated accuracy of +/- 6 seconds.
 HZ0753
 HZ0753.The orthometric height was determined by differential leveling
 HZ0753.and adjusted by the National Geodetic Survey in June 1991..
 HZ0753
 HZ0753.The geoid height was determined by GEOID03.
 HZ0753
 HZ0753.The dynamic height is computed by dividing the NAVD 88
 HZ0753.geopotential number by the normal gravity value computed on the
 HZ0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0753.degrees latitude (g = 980.6199 gals.).
 HZ0753
 HZ0753.The modeled gravity was interpolated from observed gravity values.
 HZ0753
 HZ0753;                    North         East    Units  Estimated Accuracy
 HZ0753;SPC KY1Z     - 1,270,760.    1,584,570.      MT  (+/- 180 meters Scaled)
 HZ0753
 HZ0753                          SUPERSEDED SURVEY CONTROL
 HZ0753
 HZ0753  NGVD 29 (??/??/92)  262.62   (m)          861.6    (f) COMPUTED    2 0
 HZ0753
 HZ0753.Superseded values are not recommended for survey control.
 HZ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0753.See file dsdata.txt to determine how the superseded data were derived.
 HZ0753
 HZ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH931934(NAD 83)
 HZ0753_MARKER: DD = SURVEY DISK
 HZ0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0753_STAMPING: I 71 T 31 1964 RM 1
 HZ0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0753+STABILITY: SURFACE MOTION
 HZ0753
 HZ0753  HISTORY     - Date     Condition        Report By
 HZ0753  HISTORY     - 1964     MONUMENTED       PAS
 HZ0753
 HZ0753                          STATION DESCRIPTION
 HZ0753
 HZ0753'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0753'6 MI N FROM GLENCOE.
 HZ0753'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0753'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, THENCE
 HZ0753'4.4 MILES NORTHEAST ALONG STATE HIGHWAY 16 TO A SMALL COMMUNITY
 HZ0753'OF NAPOLEON, THENCE 1.0 MILE NORTHEAST ALONG STATE HIGHWAY
 HZ0753'16 TO A FARM ROAD RIGHT, THENCE 0.1 MILE SOUTH AND SOUTHEAST
 HZ0753'ALONG FARM ROAD TO A BARN YARD AND THE MARK, 108 FEET NORTH OF AN
 HZ0753'18 INCH LOCUST TREE, 75 FEET WEST OF THE NORTHWEST CORNER OF
 HZ0753'BARN, 32 FEET EAST OF A 48 INCH HACKBERRY TREE, 0.8 FEET SOUTH
 HZ0753'OF FENCE LINE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE
 HZ0753'MARK DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTING 2
 HZ0753'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0754 ***********************************************************************
 HZ0754  DESIGNATION -  I71 T 31 RM 2
 HZ0754  PID         -  HZ0754
 HZ0754  STATE/COUNTY-  KY/GALLATIN
 HZ0754  USGS QUAD   -  PATRIOT (1994)
 HZ0754
 HZ0754                         *CURRENT SURVEY CONTROL
 HZ0754  ___________________________________________________________________
 HZ0754* NAD 83(1986)-  38 46 08.     (N)    084 46 37.     (W)     SCALED    
 HZ0754* NAVD 88     -       263.135  (meters)     863.30   (feet)  ADJUSTED  
 HZ0754  ___________________________________________________________________
 HZ0754  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0754  DYNAMIC HT  -         262.968 (meters)     862.75  (feet)  COMP
 HZ0754  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 HZ0754
 HZ0754  VERT ORDER  -  SECOND    CLASS 0
 HZ0754
 HZ0754.The horizontal coordinates were scaled from a topographic map and have
 HZ0754.an estimated accuracy of +/- 6 seconds.
 HZ0754
 HZ0754.The orthometric height was determined by differential leveling
 HZ0754.and adjusted by the National Geodetic Survey in June 1991..
 HZ0754
 HZ0754.The geoid height was determined by GEOID03.
 HZ0754
 HZ0754.The dynamic height is computed by dividing the NAVD 88
 HZ0754.geopotential number by the normal gravity value computed on the
 HZ0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0754.degrees latitude (g = 980.6199 gals.).
 HZ0754
 HZ0754.The modeled gravity was interpolated from observed gravity values.
 HZ0754
 HZ0754;                    North         East    Units  Estimated Accuracy
 HZ0754;SPC KY1Z     - 1,270,760.    1,584,570.      MT  (+/- 180 meters Scaled)
 HZ0754
 HZ0754                          SUPERSEDED SURVEY CONTROL
 HZ0754
 HZ0754  NGVD 29 (??/??/92)  263.33   (m)          863.9    (f) COMPUTED    2 0
 HZ0754
 HZ0754.Superseded values are not recommended for survey control.
 HZ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0754.See file dsdata.txt to determine how the superseded data were derived.
 HZ0754
 HZ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH931934(NAD 83)
 HZ0754_MARKER: DD = SURVEY DISK
 HZ0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0754_STAMPING: I 71 T 31 1964 RM 2
 HZ0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0754+STABILITY: SURFACE MOTION
 HZ0754
 HZ0754  HISTORY     - Date     Condition        Report By
 HZ0754  HISTORY     - 1964     MONUMENTED       PAS
 HZ0754
 HZ0754                          STATION DESCRIPTION
 HZ0754
 HZ0754'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0754'6 MI N FROM GLENCOE.
 HZ0754'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 127 FROM THE CROSSING
 HZ0754'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GLENCOE, THENCE
 HZ0754'4.4 MILES NORTHEAST ALONG STATE HIGHWAY 16 TO A SMALL COMMUNITY
 HZ0754'OF NAPOLEON, THENCE 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 16
 HZ0754'TO A FARM ROAD RIGHT, THENCE 0.1 MILE SOUTH AND SOUTHEAST
 HZ0754'ALONG FARM ROAD TO A BARN YARD AND THE MARK, 137 FEET WEST
 HZ0754'OF SOUTHWEST CORNER OF BARN, 105 FEET NORTHWEST OF AN 18 INCH
 HZ0754'LOCUST TREE, 65 FEET SOUTHWEST OF A 48 INCH HACKBERRY TREE, 33
 HZ0754'FEET NORTHWEST OF METAL WITNESS POST AND SIGN, 1.2 FEET NORTHEAST
 HZ0754'OF FENCE LINE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE
 HZ0754'MARK DISK SET IN TOP OF A CONCRETE POST AND PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0760 ***********************************************************************
 HZ0760  DESIGNATION -  I71 T 32 AZ 2
 HZ0760  PID         -  HZ0760
 HZ0760  STATE/COUNTY-  KY/GALLATIN
 HZ0760  USGS QUAD   -  VERONA (1981)
 HZ0760
 HZ0760                         *CURRENT SURVEY CONTROL
 HZ0760  ___________________________________________________________________
 HZ0760* NAD 83(1986)-  38 47 59.     (N)    084 44 00.     (W)     SCALED    
 HZ0760* NAVD 88     -       235.99   (meters)     774.2    (feet)  RESET     
 HZ0760  ___________________________________________________________________
 HZ0760  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0760
 HZ0760  VERT ORDER  -  THIRD
 HZ0760
 HZ0760.The horizontal coordinates were scaled from a topographic map and have
 HZ0760.an estimated accuracy of +/- 6 seconds.
 HZ0760
 HZ0760.The orthometric height was computed from unverified reset data.
 HZ0760.No vertical observational check was made to the station.
 HZ0760
 HZ0760.The geoid height was determined by GEOID03.
 HZ0760
 HZ0760;                    North         East    Units  Estimated Accuracy
 HZ0760;SPC KY1Z     - 1,274,220.    1,588,320.      MT  (+/- 180 meters Scaled)
 HZ0760
 HZ0760                          SUPERSEDED SURVEY CONTROL
 HZ0760
 HZ0760  NGVD 29 (10/08/05)  236.19   (m)          774.9    (f) RESET       3  
 HZ0760
 HZ0760.Superseded values are not recommended for survey control.
 HZ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0760.See file dsdata.txt to determine how the superseded data were derived.
 HZ0760
 HZ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH968969(NAD 83)
 HZ0760_MARKER: DZ = AZIMUTH MARK DISK
 HZ0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0760_STAMPING: I 71 T 32 1964 AZ 2 1966
 HZ0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0760+STABILITY: SURFACE MOTION
 HZ0760
 HZ0760  HISTORY     - Date     Condition        Report By
 HZ0760  HISTORY     - 1966     MONUMENTED       CGS
 HZ0760
 HZ0760                          STATION DESCRIPTION
 HZ0760
 HZ0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HZ0760'4.3 MI W FROM VERONA.
 HZ0760'THIS MARK IS LOCATED ABOUT 0.15 MILE WEST OF TRAVERSE STATION
 HZ0760'I-71 T-32 1964, 3.35 MILES SOUTHWEST ALONG STATE ROUTE 16 FROM
 HZ0760'THE JUNCTION OF STATE ROUTE 14 AT THE POST OFFICE IN VERONA,
 HZ0760'THENCE 0.95 MILE WEST AND NORTHWEST ON WALNUT LICK ROAD TO A
 HZ0760'FORK, THENCE LEFT, WEST AND NORTH ON WALNUT LICK ROAD FOR 1.1
 HZ0760'MILES TO THE OVERPASS ON INTERSTATE ROUTE 71.  CONTINUE NORTH
 HZ0760'ON WALNUT LICK ROAD (RELOCATED) FOR 0.1 MILE TO THE MARK ON
 HZ0760'THE LEFT AS DESCRIBED.  IT IS 34 FEET WEST OF THE APPROXIMATE
 HZ0760'CENTER OF WALNUT LICK ROAD (RELOCATED) AND 1.3 FEET EAST OF A
 HZ0760'METAL WITNESS POST AND SIGN.  IT IS A KENTUCKY DEPARTMENT OF
 HZ0760'HIGHWAYS SURVEY AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH,
 HZ0760'SQUARE, CONCRETE POST THAT PROJECTS 4 INCHES AND THE DISK IS
 HZ0760'STAMPED I-71-T-32 1964 AZ 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1843 ***********************************************************************
 HZ1843  DESIGNATION -  I71 T 32 RESET
 HZ1843  PID         -  HZ1843
 HZ1843  STATE/COUNTY-  KY/GALLATIN
 HZ1843  USGS QUAD   -  VERONA (1981)
 HZ1843
 HZ1843                         *CURRENT SURVEY CONTROL
 HZ1843  ___________________________________________________________________
 HZ1843* NAD 83(1993)-  38 48 00.21837(N)    084 43 59.04489(W)     ADJUSTED  
 HZ1843* NAVD 88     -       243.27   (meters)     798.1    (feet)  RESET     
 HZ1843  ___________________________________________________________________
 HZ1843  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 HZ1843  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ1843
 HZ1843  HORZ ORDER  -  SECOND
 HZ1843  VERT ORDER  -  THIRD
 HZ1843
 HZ1843.The horizontal coordinates were established by classical geodetic methods
 HZ1843.and adjusted by the National Geodetic Survey in April 1998..
 HZ1843
 HZ1843.The orthometric height was computed from unverified reset data.
 HZ1843.No vertical observational check was made to the station.
 HZ1843
 HZ1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1843
 HZ1843.The geoid height was determined by GEOID03.
 HZ1843
 HZ1843;                    North         East     Units Scale Factor Converg.
 HZ1843;SPC KY1Z     - 1,274,258.227 1,588,341.881   MT  1.00003489   +0 37 27.7
 HZ1843;SPC KY1Z     - 4,180,628.87  5,211,084.99   sFT  1.00003489   +0 37 27.7
 HZ1843;SPC KY N     -   144,415.700   458,037.116   MT  0.99997891   -0 18 01.8
 HZ1843;SPC KY N     -   473,803.84  1,502,743.44   sFT  0.99997891   -0 18 01.8
 HZ1843;UTM  16      - 4,297,030.456   696,860.014   MT  1.00007724   +1 25 15.3
 HZ1843
 HZ1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1843!SPC KY1Z     -   0.99996714  x   1.00003489  =   1.00000203
 HZ1843!SPC KY N     -   0.99996714  x   0.99997891  =   0.99994605
 HZ1843!UTM  16      -   0.99996714  x   1.00007724  =   1.00004438
 HZ1843
 HZ1843|---------------------------------------------------------------------|
 HZ1843| PID    Reference Object                     Distance      Geod. Az  |
 HZ1843|                                                           dddmmss.s |
 HZ1843| HZ0762 I71 T 32 RM 1                         5.845 METERS 06110     |
 HZ1843| HZ0761 I71 T 32 RM 2                        13.908 METERS 17136     |
 HZ1843| HZ1844 I71 T 32 RM 3                        40.493 METERS 17704     |
 HZ1843| HZ0759 I71 T 32 AZ MK                                     2491324.9 |
 HZ1843| HZ0760 I71 T 32 AZ 2                                      2501147.6 |
 HZ1843|---------------------------------------------------------------------|
 HZ1843
 HZ1843                          SUPERSEDED SURVEY CONTROL
 HZ1843
 HZ1843  NAD 83(1993)-  38 48 00.21793(N)    084 43 59.04342(W) AD(       ) 2
 HZ1843  NAD 83(1986)-  38 48 00.20913(N)    084 43 59.05622(W) AD(       ) 2
 HZ1843  NAD 27      -  38 47 59.98044(N)    084 43 59.24499(W) AD(       ) 2
 HZ1843  NGVD 29 (10/08/05)  243.47   (m)          798.8    (f) RESET       3  
 HZ1843
 HZ1843.Superseded values are not recommended for survey control.
 HZ1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1843.See file dsdata.txt to determine how the superseded data were derived.
 HZ1843
 HZ1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH9686097030(NAD 83)
 HZ1843_MARKER: DS = TRIANGULATION STATION DISK
 HZ1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1843_STAMPING: I-71 T-32 KHD 1964 1979
 HZ1843_PROJECTION: FLUSH
 HZ1843_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1843+STABILITY: SURFACE MOTION
 HZ1843
 HZ1843  HISTORY     - Date     Condition        Report By
 HZ1843  HISTORY     - 1979     MONUMENTED       NGS
 HZ1843  HISTORY     - 1979     GOOD             NGS
 HZ1843
 HZ1843                          STATION DESCRIPTION
 HZ1843
 HZ1843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HZ1843'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 HZ1843'WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK AND REFERENCE
 HZ1843'MARK 2 WERE NOT FOUND AND ASSUMED DESTROYED BY GRADING.  A NEW SURFACE
 HZ1843'STATION MARK AND REFERENCE MARK 3 WERE SET.  THE BOX SCORE OF THE
 HZ1843'1966 RECOVERY NOTE HAD THE DISTANCE AND DIRECTION TO THE REFERENCE
 HZ1843'MARKS CROSSED.  THE DISTANCE TO REFERENCE MARK 1 CHECKED BUT THE
 HZ1843'DIRECTION WAS FOUND TO BE IN ERROR BY 3 MINUTES AND 10 SECONDS.  A
 HZ1843'NEW DESCRIPTION FOLLOWS--
 HZ1843'
 HZ1843'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF WALTON, ABOUT 4
 HZ1843'MILES WEST OF VERONA AND ON THE NORTHWEST SIDE OF INTERSTATE HIGHWAY
 HZ1843'71, 91 FEET NORTHWEST OF A GUYED POWER POLE, 8 FEET WEST OF CENTERLINE
 HZ1843'OF A DRIVEWAY, 20 FEET SOUTHWEST OF A FENCE AND METAL WITNESS POST
 HZ1843'AND 130 FEET NORTH OF A METAL WITNESS POST AND I 71
 HZ1843'RIGHT-OF-WAY-FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 HZ1843'STAMPED---I-75-T-32 KHD 1964 1979---.
 HZ1843'
 HZ1843'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 14 AT
 HZ1843'VERONA, GO SOUTHWESTERLY ON HIGHWAY 16 FOR 3.35 MILES TO A ROAD
 HZ1843'RIGHT.  TURN RIGHT ON WALNUT LICK ROAD AND GO NORTHWESTERLY FOR 0.95
 HZ1843'MILE TO A ROAD FORK.  TAKE THE LEFT FORK, CROSSING A SMALL BRIDGE
 HZ1843'AND CONTINUE ON WALNUT LICK ROAD FOR 1.1 MILES TO THE OVERPASS OF
 HZ1843'INTERSTATE HIGHWAY 71.  CONTINUE NORTH ON THE ROAD FOR 0.1 MILE TO
 HZ1843'THE AZIMUTH MARK ON THE LEFT AND A GRAVELED ROAD RIGHT.  TURN RIGHT
 HZ1843'ON THE GRAVELED ROAD AND GO EAST AND NORTH FOR 0.15 MILE TO THE
 HZ1843'STATION ON THE LEFT.
 HZ1843'
 HZ1843'REFERENCE MARK 1 IS 93 FEET NORTH OF THE POWER POLE, 10 FEET EAST OF
 HZ1843'THE CENTERLINE OF DRIVEWAY, 1 FOOT SOUTH OF A METAL WITNESS POST AND
 HZ1843'1 FOOT EAST OF A FENCE.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE
 HZ1843'DISK IS STAMPED---I-71 T-32 RM 1 1964---.
 HZ1843'
 HZ1843'REFERENCE MARK 3 IS 66 FEET SOUTHWEST OF THE POWER POLE, 13 FEET
 HZ1843'SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 2 FEET SOUTHEAST OF A METAL
 HZ1843'WITNESS POST AND 2 FEET SOUTH OF A FENCE.  THE MONUMENT PROJECTS 3
 HZ1843'INCHES AND THE DISK IS STAMPED---I-71 T-32 KHD 1964 NO 3 1979---
 HZ1843'
 HZ1843'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1
 HZ1843'FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 HZ1843'THE DISK IS STAMPED---I-71-T-32 1964 AZ 2 1966---.
 HZ1843
 HZ1843                          STATION RECOVERY (1979)
 HZ1843
 HZ1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HZ1843'5.0 MI WEST FROM VERONA.
 HZ1843'ABOUT 3.35 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION
 HZ1843'WITH STATE HIGHWAY 14 IN VERONA, THENCE 0.95 MILE NORTHWEST ALONG
 HZ1843'PAVED ROAD TO A ROAD EURK,THENCE LEFT AND NORTHWEST ALONG PAVED
 HZ1843'ROAD FOR 1.1 MILES TO OVERPASS OF INTERSTATE HIGHWAY 71, THENCE
 HZ1843'NORTH FOR 0.1 MILE TO A GRAVELED DRIVE RIGHT THENCE EAST ON THE
 HZ1843'DRIVE FOR 0.15 MILE TO THE MARK ON THE LEFT, 91 FEET NORTHWEST OF
 HZ1843'GUYED POWER POLE, 8 FEET WEST OF CENTERLINE OF DRIVE,
 HZ1843'20.0 FEET SOUTHWEST A FENCE AND A METAL WITNESS POST, 130 FEET
 HZ1843'NORTH OF RIGHT-OF-WAY FENCE OF INTERSTATE 71.
 HZ1843'THE MARK IS 130 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0762 ***********************************************************************
 HZ0762  DESIGNATION -  I71 T 32 RM 1
 HZ0762  PID         -  HZ0762
 HZ0762  STATE/COUNTY-  KY/GALLATIN
 HZ0762  USGS QUAD   -  VERONA (1981)
 HZ0762
 HZ0762                         *CURRENT SURVEY CONTROL
 HZ0762  ___________________________________________________________________
 HZ0762* NAD 83(1993)-  38 48 00.30978(N)    084 43 58.83271(W)     ADJUSTED  
 HZ0762* NAVD 88     -       243.026  (meters)     797.33   (feet)  ADJUSTED  
 HZ0762  ___________________________________________________________________
 HZ0762  X           -     456,912.445 (meters)                     COMP
 HZ0762  Y           -  -4,956,410.908 (meters)                     COMP
 HZ0762  Z           -   3,975,176.439 (meters)                     COMP
 HZ0762  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 HZ0762  ELLIP HEIGHT-         209.18  (meters)          (04/07/03) GPS OBS
 HZ0762  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0762  DYNAMIC HT  -         242.871 (meters)     796.82  (feet)  COMP
 HZ0762  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 HZ0762
 HZ0762  HORZ ORDER  -  FIRST
 HZ0762  VERT ORDER  -  SECOND    CLASS 0
 HZ0762  ELLP ORDER  -  THIRD     CLASS I
 HZ0762
 HZ0762.The horizontal coordinates were established by GPS observations
 HZ0762.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 HZ0762
 HZ0762.The orthometric height was determined by differential leveling
 HZ0762.and adjusted by the National Geodetic Survey in June 1991..
 HZ0762
 HZ0762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ0762
 HZ0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0762
 HZ0762.The ellipsoidal height was determined by GPS observations
 HZ0762.and is referenced to NAD 83.
 HZ0762
 HZ0762.The geoid height was determined by GEOID03.
 HZ0762
 HZ0762.The dynamic height is computed by dividing the NAVD 88
 HZ0762.geopotential number by the normal gravity value computed on the
 HZ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0762.degrees latitude (g = 980.6199 gals.).
 HZ0762
 HZ0762.The modeled gravity was interpolated from observed gravity values.
 HZ0762
 HZ0762;                    North         East     Units Scale Factor Converg.
 HZ0762;SPC KY1Z     - 1,274,261.102 1,588,346.970   MT  1.00003489   +0 37 27.8
 HZ0762;SPC KY1Z     - 4,180,638.30  5,211,101.68   sFT  1.00003489   +0 37 27.8
 HZ0762;SPC KY N     -   144,418.492   458,042.251   MT  0.99997891   -0 18 01.7
 HZ0762;SPC KY N     -   473,813.00  1,502,760.29   sFT  0.99997891   -0 18 01.7
 HZ0762;UTM  16      - 4,297,033.401   696,865.063   MT  1.00007726   +1 25 15.5
 HZ0762
 HZ0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0762!SPC KY1Z     -   0.99996718  x   1.00003489  =   1.00000207
 HZ0762!SPC KY N     -   0.99996718  x   0.99997891  =   0.99994609
 HZ0762!UTM  16      -   0.99996718  x   1.00007726  =   1.00004444
 HZ0762
 HZ0762                          SUPERSEDED SURVEY CONTROL
 HZ0762
 HZ0762  NAVD 88 (04/07/03)  243.03   (m)          797.3    (f) LEVELING    3  
 HZ0762  NGVD 29 (??/??/92)  243.225  (m)          797.98   (f) ADJ UNCH    2 0
 HZ0762
 HZ0762.Superseded values are not recommended for survey control.
 HZ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0762.See file dsdata.txt to determine how the superseded data were derived.
 HZ0762
 HZ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH9686597033(NAD 83)
 HZ0762_MARKER: DR = REFERENCE MARK DISK
 HZ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0762_STAMPING: I-71 T-32 NO 1 1964
 HZ0762_MARK LOGO: KYDT  
 HZ0762_PROJECTION: RECESSED 10 CENTIMETERS
 HZ0762_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0762+STABILITY: SURFACE MOTION
 HZ0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0762+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 HZ0762
 HZ0762  HISTORY     - Date     Condition        Report By
 HZ0762  HISTORY     - 1964     MONUMENTED       PAS
 HZ0762  HISTORY     - 1966     GOOD             NGS
 HZ0762  HISTORY     - 20020919 GOOD             WOOLPT
 HZ0762
 HZ0762                          STATION DESCRIPTION
 HZ0762
 HZ0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 HZ0762'4.2 MI W FROM VERONA.
 HZ0762'THIS MARK IS LOCATED AT THE I-71 T-32 1964 TRAVERSE STATION SITE,
 HZ0762'3.35 MILES SOUTHWEST ALONG STATE ROUTE 16 FROM THE JUNCTION OF
 HZ0762'STATE ROUTE 14 AT THE POST OFFICE IN VERONA, THENCE 0.95 MILE WEST
 HZ0762'AND NORTHWEST ON WALNUT LICK ROAD TO A FORK, THENCE LEFT, WEST
 HZ0762'AND NORTH ON WALNUT LICK ROAD FOR 1.1 MILES TO THE OVERPASS
 HZ0762'ON INTERSTATE ROUTE 71.  CONTINUE NORTH ON WALNUT LICK ROAD
 HZ0762'(RELOCATED) FOR 0.1 MILE TO OLD WALNUT LICK ROAD ON THE RIGHT,
 HZ0762'THENCE RIGHT, EASTERLY, ON OLD WALNUT LICK ROAD FOR 0.15 MILE
 HZ0762'TO A GRAVELED DRIVEWAY ON THE LEFT WHERE OLD WALNUT KICK ROAD
 HZ0762'DEAD-ENDS AT INTERSTATE ROUTE 71 RIGHT-OF-WAY FENCE, THENCE LEFT,
 HZ0762'NORTHERLY ON THE GRAVELED DRIVEWAY ABOUT 150 FEET TO THE MARK ON
 HZ0762'THE RIGHT.  IT IS 100 FEET NORTHWEST OF A GUYED, POWERLINE
 HZ0762'TRANSFORMER POLE, 10.0 FEET NORTH OF A METAL WITNESS POST AND SIGN,
 HZ0762'10 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY,
 HZ0762'AND 2 FEET EAST OF A FENCE.  IT IS A KENTUCKY DEPARTMENT OF
 HZ0762'HIGHWAYS SURVEY REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH,
 HZ0762'SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 HZ0762'STAMPED I-71 T-32 NO. 1 1964.
 HZ0762
 HZ0762                          STATION RECOVERY (2002)
 HZ0762
 HZ0762'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 HZ0762'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HZ0762' 
 HZ0762'--ADDITIONAL TIES--THE STATION IS 8.0 FEET EAST OF THE CENTERLINE OF
 HZ0762'PRIVATE GRAVEL DRIVE,
 HZ0762'107.3 FEET NORTH OF THE T-INTERSECTION OF FENCE LINES, 91.6 FEET
 HZ0762'NORTH-NORTHWEST OF
 HZ0762'UTILITY POLE --330-2118 FUS H4083--, AND 5.0 FEET WEST-SOUTHWEST OF A
 HZ0762'FENCE LINE AND A WHITE
 HZ0762'WITNESS POST.
 HZ0762' 
 HZ0762'--NOTE--THERE ARE NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 HZ0762'DEGREES ABOVE THE
 HZ0762'HORIZON ARE.
 HZ0762' 
 HZ0762' 
 HZ0762'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0761 ***********************************************************************
 HZ0761  DESIGNATION -  I71 T 32 RM 2
 HZ0761  PID         -  HZ0761
 HZ0761  STATE/COUNTY-  KY/GALLATIN
 HZ0761  USGS QUAD   -  VERONA (1981)
 HZ0761
 HZ0761                         *CURRENT SURVEY CONTROL
 HZ0761  ___________________________________________________________________
 HZ0761* NAD 83(1986)-  38 47 59.     (N)    084 43 59.     (W)     SCALED    
 HZ0761* NAVD 88     -       243.673  (meters)     799.45   (feet)  ADJUSTED  
 HZ0761  ___________________________________________________________________
 HZ0761  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0761  DYNAMIC HT  -         243.518 (meters)     798.94  (feet)  COMP
 HZ0761  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 HZ0761
 HZ0761  VERT ORDER  -  SECOND    CLASS 0
 HZ0761
 HZ0761.The horizontal coordinates were scaled from a topographic map and have
 HZ0761.an estimated accuracy of +/- 6 seconds.
 HZ0761
 HZ0761.The orthometric height was determined by differential leveling
 HZ0761.and adjusted by the National Geodetic Survey in June 1991..
 HZ0761
 HZ0761.The geoid height was determined by GEOID03.
 HZ0761
 HZ0761.The dynamic height is computed by dividing the NAVD 88
 HZ0761.geopotential number by the normal gravity value computed on the
 HZ0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0761.degrees latitude (g = 980.6199 gals.).
 HZ0761
 HZ0761.The modeled gravity was interpolated from observed gravity values.
 HZ0761
 HZ0761;                    North         East    Units  Estimated Accuracy
 HZ0761;SPC KY1Z     - 1,274,220.    1,588,340.      MT  (+/- 180 meters Scaled)
 HZ0761
 HZ0761                          SUPERSEDED SURVEY CONTROL
 HZ0761
 HZ0761  NGVD 29 (??/??/92)  243.872  (m)          800.10   (f) ADJ UNCH    2 0
 HZ0761
 HZ0761.Superseded values are not recommended for survey control.
 HZ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0761.See file dsdata.txt to determine how the superseded data were derived.
 HZ0761
 HZ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH968969(NAD 83)
 HZ0761_MARKER: DR = REFERENCE MARK DISK
 HZ0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0761_STAMPING: I-71 T-32 NO 2 1964
 HZ0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0761+STABILITY: SURFACE MOTION
 HZ0761
 HZ0761  HISTORY     - Date     Condition        Report By
 HZ0761  HISTORY     - 1964     MONUMENTED       PAS
 HZ0761  HISTORY     - 1966     GOOD             NGS
 HZ0761
 HZ0761                          STATION DESCRIPTION
 HZ0761
 HZ0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 HZ0761'4.2 MI W FROM VERONA.
 HZ0761'THIS MARK IS LOCATED AT THE I-71 T-32 1964 TRAVERSE STATION SITE,
 HZ0761'3.35 MILES SOUTHWEST ALONG STATE ROUTE 16 FROM THE JUNCTION OF
 HZ0761'STATE ROUTE 14 AT THE POST OFFICE IN VERONA, THENCE 0.95 MILE WEST
 HZ0761'AND NORTHWEST ON WALNUT LICK ROAD TO A FORK, THENCE LEFT, WEST
 HZ0761'AND NORTH ON WALNUT LICK ROAD FOR 1.1 MILES TO THE OVERPASS ON
 HZ0761'INTERSTATE ROUTE 71.  CONTINUE NORTH ON WALNUT LICK ROAD (RELOCATED)
 HZ0761'FOR 0.1 MILE TO OLD WALNUT LICK ROAD ON THE RIGHT, THENCE RIGHT,
 HZ0761'EASTERLY, ON OLD WALNUT LICK ROAD FOR 0.15 MILE TO A GRAVELED
 HZ0761'DRIVEWAY ON THE LEFT WHERE OLD WALNUT LICK ROAD DEAD-ENDS AT
 HZ0761'INTERSTATE ROUTE 71 RIGHT-OF-WAY FENCE, THENCE LEFT, NORTHERLY ON
 HZ0761'THE GRAVELED DRIVEWAY FOR ABOUT 150 FEET TO THE MARK ON THE LEFT
 HZ0761'IN GRASSY AREA BETWEEN THE DRIVE AND A CULTIVATED FIELD.  IT IS
 HZ0761'46.0 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN, 45 FEET
 HZ0761'NORTHWEST OF A GUYED, POWERLINE TRANSFORMER POLE AND 8 FEET WEST
 HZ0761'OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY.  IT IS A
 HZ0761'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY REFERENCE MARK DISK SET
 HZ0761'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 HZ0761'1 INCH AND THE DISK IS STAMPED I-71 T-32 NO. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1844 ***********************************************************************
 HZ1844  DESIGNATION -  I71 T 32 RM 3
 HZ1844  PID         -  HZ1844
 HZ1844  STATE/COUNTY-  KY/GALLATIN
 HZ1844  USGS QUAD   -  VERONA (1981)
 HZ1844
 HZ1844                         *CURRENT SURVEY CONTROL
 HZ1844  ___________________________________________________________________
 HZ1844* NAD 83(1986)-  38 49 59.     (N)    084 43 59.     (W)     SCALED    
 HZ1844* NAVD 88     -       243.01   (meters)     797.3    (feet)  RESET     
 HZ1844  ___________________________________________________________________
 HZ1844  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HZ1844
 HZ1844  VERT ORDER  -  THIRD
 HZ1844
 HZ1844.The horizontal coordinates were scaled from a topographic map and have
 HZ1844.an estimated accuracy of +/- 6 seconds.
 HZ1844
 HZ1844.The orthometric height was computed from unverified reset data.
 HZ1844.No vertical observational check was made to the station.
 HZ1844
 HZ1844.The geoid height was determined by GEOID03.
 HZ1844
 HZ1844;                    North         East    Units  Estimated Accuracy
 HZ1844;SPC KY1Z     - 1,277,920.    1,588,300.      MT  (+/- 180 meters Scaled)
 HZ1844
 HZ1844                          SUPERSEDED SURVEY CONTROL
 HZ1844
 HZ1844  NGVD 29 (10/08/05)  243.21   (m)          797.9    (f) RESET       3  
 HZ1844
 HZ1844.Superseded values are not recommended for survey control.
 HZ1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1844.See file dsdata.txt to determine how the superseded data were derived.
 HZ1844
 HZ1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ967006(NAD 83)
 HZ1844_MARKER: DR = REFERENCE MARK DISK
 HZ1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1844_STAMPING: I-71 T-32 KHD 1964 NO 3 1979
 HZ1844_PROJECTION: PROJECTING 8 CENTIMETERS
 HZ1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1844+STABILITY: SURFACE MOTION
 HZ1844
 HZ1844  HISTORY     - Date     Condition        Report By
 HZ1844  HISTORY     - 1979     MONUMENTED       NGS
 HZ1844
 HZ1844                          STATION DESCRIPTION
 HZ1844
 HZ1844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HZ1844'5.0 MI WEST FROM VERONA.
 HZ1844'3.35 MILES SOUTHWESTERLY ALONG STATE HIGHWAY 16 FROM ITS JUNCTION
 HZ1844'WITH STATE HIGHWAY 14 IN VERONA, THENCE NORTHWEST ALONG PAVED ROAD
 HZ1844'FOR 0.95 MILE TO A ROAD FORK, TAKE LEFT FORK AND CONTINUE NORTHWEST
 HZ1844'FOR 1.1 MILE TO THE OVER PASS OF INTERSTATE HIGHWAY 71, CONTINUE
 HZ1844'NORTH FOR 0.1 MILE TO A GRAVELED DRIVE RIGHT, TURN RIGHT AND GO
 HZ1844'EAST ON THE DRIVE FOR 0.15 MILE TO THE MARK ON THE RIGHT, 66 FEET
 HZ1844'SOUTHWEST OF A GUYED POWER POLE, 13 FEET SOUTH OF THE CENTERLINE
 HZ1844'OF THE DRIVE, 2 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0767 ***********************************************************************
 HZ0767  DESIGNATION -  I71 T 33
 HZ0767  PID         -  HZ0767
 HZ0767  STATE/COUNTY-  KY/BOONE
 HZ0767  USGS QUAD   -  VERONA (1981)
 HZ0767
 HZ0767                         *CURRENT SURVEY CONTROL
 HZ0767  ___________________________________________________________________
 HZ0767* NAD 83(1993)-  38 50 02.02096(N)    084 41 31.93867(W)     ADJUSTED  
 HZ0767* NAVD 88     -       267.459  (meters)     877.49   (feet)  ADJUSTED  
 HZ0767  ___________________________________________________________________
 HZ0767  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 HZ0767  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0767  DYNAMIC HT  -         267.289 (meters)     876.93  (feet)  COMP
 HZ0767  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 HZ0767
 HZ0767  HORZ ORDER  -  SECOND
 HZ0767  VERT ORDER  -  SECOND    CLASS 0
 HZ0767
 HZ0767.The horizontal coordinates were established by classical geodetic methods
 HZ0767.and adjusted by the National Geodetic Survey in April 1998..
 HZ0767
 HZ0767.The orthometric height was determined by differential leveling
 HZ0767.and adjusted by the National Geodetic Survey in June 1991..
 HZ0767
 HZ0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0767
 HZ0767.The geoid height was determined by GEOID03.
 HZ0767
 HZ0767.The dynamic height is computed by dividing the NAVD 88
 HZ0767.geopotential number by the normal gravity value computed on the
 HZ0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0767.degrees latitude (g = 980.6199 gals.).
 HZ0767
 HZ0767.The modeled gravity was interpolated from observed gravity values.
 HZ0767
 HZ0767;                    North         East     Units Scale Factor Converg.
 HZ0767;SPC KY1Z     - 1,278,053.580 1,591,848.952   MT  1.00004460   +0 38 58.0
 HZ0767;SPC KY1Z     - 4,193,080.79  5,222,591.10   sFT  1.00004460   +0 38 58.0
 HZ0767;SPC KY N     -   148,153.740   461,604.771   MT  0.99998250   -0 16 30.3
 HZ0767;SPC KY N     -   486,067.73  1,514,448.32   sFT  0.99998250   -0 16 30.3
 HZ0767;UTM  16      - 4,300,874.424   700,314.087   MT  1.00009413   +1 26 51.4
 HZ0767
 HZ0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0767!SPC KY1Z     -   0.99996335  x   1.00004460  =   1.00000795
 HZ0767!SPC KY N     -   0.99996335  x   0.99998250  =   0.99994585
 HZ0767!UTM  16      -   0.99996335  x   1.00009413  =   1.00005748
 HZ0767
 HZ0767|---------------------------------------------------------------------|
 HZ0767| PID    Reference Object                     Distance      Geod. Az  |
 HZ0767|                                                           dddmmss.s |
 HZ0767| HZ0768 I71 T 33 RM 1                        44.759 METERS 04408     |
 HZ0767| HZ2510 WALTON MUNICIPAL TANK               APPROX. 7.8 KM 0690938.1 |
 HZ0767| HZ0769 I71 T 33 RM 2                        65.577 METERS 09005     |
 HZ0767| DC2353 I71 T 33 AZ MK                                     1102113.6 |
 HZ0767|---------------------------------------------------------------------|
 HZ0767
 HZ0767                          SUPERSEDED SURVEY CONTROL
 HZ0767
 HZ0767  NAD 83(1993)-  38 50 02.02056(N)    084 41 31.93806(W) AD(       ) 2
 HZ0767  NAD 83(1986)-  38 50 02.01260(N)    084 41 31.95190(W) AD(       ) 2
 HZ0767  NAD 27      -  38 50 01.78862(N)    084 41 32.14252(W) AD(       ) 2
 HZ0767  NGVD 29 (??/??/92)  267.660  (m)          878.15   (f) ADJ UNCH    2 0
 HZ0767
 HZ0767.Superseded values are not recommended for survey control.
 HZ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0767.See file dsdata.txt to determine how the superseded data were derived.
 HZ0767
 HZ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0031400874(NAD 83)
 HZ0767_MARKER: DD = SURVEY DISK
 HZ0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0767_STAMPING: I-71 T-33 1964
 HZ0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0767+STABILITY: SURFACE MOTION
 HZ0767
 HZ0767  HISTORY     - Date     Condition        Report By
 HZ0767  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0767  HISTORY     - 1964     GOOD             PAS
 HZ0767
 HZ0767                          STATION DESCRIPTION
 HZ0767
 HZ0767'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ0767'STATION IS LOCATED ABOUT 5.0 MILES SOUTHWEST OF WALTON, KENTUCKY AND
 HZ0767'ABOUT 1.3 MILES NORTHWEST OF VERONA, KENTUCKY ON THE PROPERTY OF
 HZ0767'MRS.  ELMER RIFFITT.
 HZ0767'
 HZ0767'TO REACH STATION FROM THE I75 AND WALTON INTERCHANGE ON WEST ON STATE
 HZ0767'HIGHWAYS 16, 14, 1292 FOR 0.1 MILE TO JUNCTION OF HIGHWAYS 14 16 AND
 HZ0767'1292.  TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAYS 14 AND 16 FOR
 HZ0767'4.25 MILES TO JUNCTION OF STATE HIGHWAYS 14 AND 16 (IN VERONA).  TURN
 HZ0767'RIGHT AND GO NORTH ON STATE HIGHWAY 14 FOR 1.65 MILES TO DRIVE ON
 HZ0767'RIGHT. CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 14 FOR 0.50 MILE TO
 HZ0767'DRIVE ON LEFT.  TURN LEFT AND GO WEST FOR 0.05 MILE AND END OF TRUCK
 HZ0767'TRAVEL.  PROCEED ON FOOT ABOUT 116.0 FEET NORTH TO TOP OF RIDGE AND
 HZ0767'STATION.
 HZ0767'
 HZ0767'STATION IS LOCATED 116.0 FEET NORTH OF CENTER OF DRIVE, 151.0 FEET
 HZ0767'WEST OF FENCE LINE.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED
 HZ0767'I71 T33 1964.
 HZ0767'
 HZ0767'RM 1 IS LOCATED NORTHEAST OF THE STATION, 3.2 FEET SOUTHWEST OF
 HZ0767'FENCE. THE MARK PROJECTS 2 INCHES AND DISK IS STAMPED I71-T33 NO 1
 HZ0767'1964.
 HZ0767'
 HZ0767'RM 2 IS LOCATED EAST OF STATION, 22.0 FEET SOUTHWEST OF CENTER OF
 HZ0767'HIGHWAY 14, 13.0 FEET NORTH OF CENTER OF DRIVE, 2.2 FEET SOUTHWEST OF
 HZ0767'FENCE.  THE MARK IS SET FLUSH WITH GROUND AND DISK IS STAMPED
 HZ0767'I71-T33 NO 2 1964.
 HZ0767'
 HZ0767'AZIMUTH MARK IS LOCATED 0.50 MILE SOUTHEAST OF STATION.  TO REACH
 HZ0767'AZIMUTH FROM THIS POINT TURN RIGHT ON DRIVE AND GO EAST ABOUT 25.0
 HZ0767'FEET TO AZIMUTHH ON RIGHT, 10 FEET SOUTHEAST OF CENTER OF DRIVE, 2.0
 HZ0767'FEET NORTHWEST OF FENCE , 1.5 FEET NORTHWEST OF METAL WITNESS POST
 HZ0767'AND SIGN.  THE MARK IS SET FLUSH WITH GROUND AND DISK IS STAMPED I71
 HZ0767'T33 1964.
 HZ0767'
 HZ0767'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ0767'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0767'
 HZ0767'HEIGHT OF LIGHT ABOVE STATION MARK 22.27 METERS.
 HZ0767
 HZ0767                          STATION RECOVERY (1964)
 HZ0767
 HZ0767'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0767'2 MI NW FROM VERONA.
 HZ0767'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION
 HZ0767'OF STATE HIGHWAY 16 AT VERONA TO A FIELD ROAD ON THE LEFT AND THE
 HZ0767'MARK ON THE HIGHEST POINT IN THE FIELD, APPROXIMATELY 175 FEET
 HZ0767'SOUTHWEST OF THE CENTER OF ROAD, 240 FEET EAST-NORTHEAST OF AN 18
 HZ0767'INCH LOCUST TREE, 111 FEET NORTH-NORTHWEST OF THE CENTER OF FARM
 HZ0767'LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HZ0767'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0768 ***********************************************************************
 HZ0768  DESIGNATION -  I71 T 33 RM 1
 HZ0768  PID         -  HZ0768
 HZ0768  STATE/COUNTY-  KY/BOONE
 HZ0768  USGS QUAD   -  VERONA (1981)
 HZ0768
 HZ0768                         *CURRENT SURVEY CONTROL
 HZ0768  ___________________________________________________________________
 HZ0768* NAD 83(1986)-  38 50 02.     (N)    084 41 32.     (W)     SCALED    
 HZ0768* NAVD 88     -       265.250  (meters)     870.24   (feet)  ADJUSTED  
 HZ0768  ___________________________________________________________________
 HZ0768  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0768  DYNAMIC HT  -         265.081 (meters)     869.69  (feet)  COMP
 HZ0768  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 HZ0768
 HZ0768  VERT ORDER  -  SECOND    CLASS 0
 HZ0768
 HZ0768.The horizontal coordinates were scaled from a topographic map and have
 HZ0768.an estimated accuracy of +/- 6 seconds.
 HZ0768
 HZ0768.The orthometric height was determined by differential leveling
 HZ0768.and adjusted by the National Geodetic Survey in June 1991..
 HZ0768
 HZ0768.The geoid height was determined by GEOID03.
 HZ0768
 HZ0768.The dynamic height is computed by dividing the NAVD 88
 HZ0768.geopotential number by the normal gravity value computed on the
 HZ0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0768.degrees latitude (g = 980.6199 gals.).
 HZ0768
 HZ0768.The modeled gravity was interpolated from observed gravity values.
 HZ0768
 HZ0768;                    North         East    Units  Estimated Accuracy
 HZ0768;SPC KY1Z     - 1,278,050.    1,591,850.      MT  (+/- 180 meters Scaled)
 HZ0768
 HZ0768                          SUPERSEDED SURVEY CONTROL
 HZ0768
 HZ0768  NGVD 29 (??/??/92)  265.451  (m)          870.90   (f) ADJ UNCH    2 0
 HZ0768
 HZ0768.Superseded values are not recommended for survey control.
 HZ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0768.See file dsdata.txt to determine how the superseded data were derived.
 HZ0768
 HZ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ003008(NAD 83)
 HZ0768_MARKER: DD = SURVEY DISK
 HZ0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0768_STAMPING: I-71 T-33 NO 1 1964
 HZ0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0768+STABILITY: SURFACE MOTION
 HZ0768
 HZ0768  HISTORY     - Date     Condition        Report By
 HZ0768  HISTORY     - 1964     MONUMENTED       PAS
 HZ0768
 HZ0768                          STATION DESCRIPTION
 HZ0768
 HZ0768'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0768'2 MI NW FROM VERONA.
 HZ0768'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE
 HZ0768'JUNCTION OF STATE HIGHWAY 16 AT VERONA TO A FIELD ROAD ON THE
 HZ0768'LEFT, 166 FEET NORTHWEST OF THE CENTER OF FIELD ROAD AT THE
 HZ0768'ENTRANCE INTO FIELD, 25 FEET SOUTHWEST OF THE CENTER OF STATE
 HZ0768'HIGHWAY 14, 3.2 FEET SOUTHWEST OF FENCE LINE.  A KENTUCKY DEPARTMENT
 HZ0768'OF HIGHWAYS REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 HZ0768'POST FLUSH WITH THE GROUND AND ABOUT 5 FEET ABOVE THE LEVEL OF
 HZ0768'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0769 ***********************************************************************
 HZ0769  DESIGNATION -  I71 T 33 RM 2
 HZ0769  PID         -  HZ0769
 HZ0769  STATE/COUNTY-  KY/BOONE
 HZ0769  USGS QUAD   -  VERONA (1981)
 HZ0769
 HZ0769                         *CURRENT SURVEY CONTROL
 HZ0769  ___________________________________________________________________
 HZ0769* NAD 83(1986)-  38 50 02.     (N)    084 41 32.     (W)     SCALED    
 HZ0769* NAVD 88     -       263.404  (meters)     864.18   (feet)  ADJUSTED  
 HZ0769  ___________________________________________________________________
 HZ0769  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0769  DYNAMIC HT  -         263.235 (meters)     863.63  (feet)  COMP
 HZ0769  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 HZ0769
 HZ0769  VERT ORDER  -  SECOND    CLASS 0
 HZ0769
 HZ0769.The horizontal coordinates were scaled from a topographic map and have
 HZ0769.an estimated accuracy of +/- 6 seconds.
 HZ0769
 HZ0769.The orthometric height was determined by differential leveling
 HZ0769.and adjusted by the National Geodetic Survey in June 1991..
 HZ0769
 HZ0769.The geoid height was determined by GEOID03.
 HZ0769
 HZ0769.The dynamic height is computed by dividing the NAVD 88
 HZ0769.geopotential number by the normal gravity value computed on the
 HZ0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0769.degrees latitude (g = 980.6199 gals.).
 HZ0769
 HZ0769.The modeled gravity was interpolated from observed gravity values.
 HZ0769
 HZ0769;                    North         East    Units  Estimated Accuracy
 HZ0769;SPC KY1Z     - 1,278,050.    1,591,850.      MT  (+/- 180 meters Scaled)
 HZ0769
 HZ0769                          SUPERSEDED SURVEY CONTROL
 HZ0769
 HZ0769  NGVD 29 (??/??/92)  263.604  (m)          864.84   (f) ADJ UNCH    2 0
 HZ0769
 HZ0769.Superseded values are not recommended for survey control.
 HZ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0769.See file dsdata.txt to determine how the superseded data were derived.
 HZ0769
 HZ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ003008(NAD 83)
 HZ0769_MARKER: DD = SURVEY DISK
 HZ0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0769_STAMPING: I-71 T-33 NO 2 1964
 HZ0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0769+STABILITY: SURFACE MOTION
 HZ0769
 HZ0769  HISTORY     - Date     Condition        Report By
 HZ0769  HISTORY     - 1964     MONUMENTED       PAS
 HZ0769
 HZ0769                          STATION DESCRIPTION
 HZ0769
 HZ0769'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0769'2 MI NW FROM VERONA.
 HZ0769'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE
 HZ0769'JUNCTION OF STATE HIGHWAY 16 AT VERONA TO A FIELD ROAD ON THE
 HZ0769'LEFT, 29 FEET WEST OF THE JUNCTION OF STATE HIGHWAY 14 AND PRIVATE
 HZ0769'DRIVE NORTH, 23 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 14,
 HZ0769'13 FEET NORTHWEST OF THE CENTER OF FIELD ROAD AND 2.0 FEET
 HZ0769'SOUTHWEST OF FENCE LINE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0769'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 HZ0769'THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0604 ***********************************************************************
 HZ0604  CBN         -  This is a Cooperative Base Network Control Station.
 HZ0604  DESIGNATION -  I71 T 34
 HZ0604  PID         -  HZ0604
 HZ0604  STATE/COUNTY-  KY/BOONE
 HZ0604  USGS QUAD   -  WALTON (1984)
 HZ0604
 HZ0604                         *CURRENT SURVEY CONTROL
 HZ0604  ___________________________________________________________________
 HZ0604* NAD 83(1993)-  38 52 03.98977(N)    084 37 28.17301(W)     ADJUSTED  
 HZ0604* NAVD 88     -       277.108  (meters)     909.15   (feet)  ADJUSTED  
 HZ0604  ___________________________________________________________________
 HZ0604  X           -     465,859.963 (meters)                     COMP
 HZ0604  Y           -  -4,950,871.662 (meters)                     COMP
 HZ0604  Z           -   3,981,051.401 (meters)                     COMP
 HZ0604  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 HZ0604  ELLIP HEIGHT-         243.25  (meters)          (11/03/04) GPS OBS
 HZ0604  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0604  DYNAMIC HT  -         276.930 (meters)     908.56  (feet)  COMP
 HZ0604  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 HZ0604
 HZ0604  HORZ ORDER  -  B
 HZ0604  VERT ORDER  -  SECOND    CLASS 0
 HZ0604  ELLP ORDER  -  THIRD     CLASS I
 HZ0604
 HZ0604.The horizontal coordinates were established by GPS observations
 HZ0604.and adjusted by the National Geodetic Survey in September 1994..
 HZ0604
 HZ0604.The orthometric height was determined by differential leveling
 HZ0604.and adjusted by the National Geodetic Survey in June 1991..
 HZ0604
 HZ0604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ0604
 HZ0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0604
 HZ0604.The ellipsoidal height was determined by GPS observations
 HZ0604.and is referenced to NAD 83.
 HZ0604
 HZ0604.The geoid height was determined by GEOID03.
 HZ0604
 HZ0604.The dynamic height is computed by dividing the NAVD 88
 HZ0604.geopotential number by the normal gravity value computed on the
 HZ0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0604.degrees latitude (g = 980.6199 gals.).
 HZ0604
 HZ0604.The modeled gravity was interpolated from observed gravity values.
 HZ0604
 HZ0604;                    North         East     Units Scale Factor Converg.
 HZ0604;SPC KY1Z     - 1,281,883.403 1,597,682.846   MT  1.00005469   +0 41 27.7
 HZ0604;SPC KY1Z     - 4,205,645.80  5,241,731.14   sFT  1.00005469   +0 41 27.7
 HZ0604;SPC KY N     -   151,888.718   467,499.298   MT  0.99998646   -0 13 58.7
 HZ0604;SPC KY N     -   498,321.57  1,533,787.28   sFT  0.99998646   -0 13 58.7
 HZ0604;UTM  16      - 4,304,785.475   706,094.336   MT  1.00012306   +1 29 28.4
 HZ0604
 HZ0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0604!SPC KY1Z     -   0.99996184  x   1.00005469  =   1.00001652
 HZ0604!SPC KY N     -   0.99996184  x   0.99998646  =   0.99994830
 HZ0604!UTM  16      -   0.99996184  x   1.00012306  =   1.00008489
 HZ0604
 HZ0604:                Primary Azimuth Mark                     Grid Az
 HZ0604:SPC KY1Z     -  WALTON MUNICIPAL TANK                    123 47 02.5
 HZ0604:SPC KY N     -  WALTON MUNICIPAL TANK                    124 42 28.9
 HZ0604:UTM  16      -  WALTON MUNICIPAL TANK                    122 59 01.8
 HZ0604
 HZ0604|---------------------------------------------------------------------|
 HZ0604| PID    Reference Object                     Distance      Geod. Az  |
 HZ0604|                                                           dddmmss.s |
 HZ0604| HZ2510 WALTON MUNICIPAL TANK               APPROX. 1.7 KM 1242830.2 |
 HZ0604| HZ2512 CRITTENDEN MUNICIPAL STANDPIPE      APPROX. 9.6 KM 1710823.7 |
 HZ0604| HZ0605 I71 T 34 RM 1                        11.173 METERS 18440     |
 HZ0604| HZ0602 I71 T 34 AZ MK                      481.469 METERS 3173502.2 |
 HZ0604| HZ0603 I71 T 34 RM 2                        10.892 METERS 34549     |
 HZ0604|---------------------------------------------------------------------|
 HZ0604
 HZ0604                          SUPERSEDED SURVEY CONTROL
 HZ0604
 HZ0604  ELLIP H (09/07/94)  243.31   (m)                       GP(       ) 4 1
 HZ0604  NAD 83(1986)-  38 52 03.98242(N)    084 37 28.18831(W) AD(       ) 2
 HZ0604  NAD 27      -  38 52 03.75842(N)    084 37 28.38477(W) AD(       ) 2
 HZ0604  NAVD 88 (01/02/01)  277.11   (m)          909.2    (f) LEVELING    3  
 HZ0604  NGVD 29 (??/??/92)  277.310  (m)          909.81   (f) ADJ UNCH    2 0
 HZ0604
 HZ0604.Superseded values are not recommended for survey control.
 HZ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0604.See file dsdata.txt to determine how the superseded data were derived.
 HZ0604
 HZ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0609404785(NAD 83)
 HZ0604_MARKER: DD = SURVEY DISK
 HZ0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0604_SP_SET: CONCRETE POST
 HZ0604_STAMPING: I-71 T-34 1964
 HZ0604_MARK LOGO: KYHD  
 HZ0604_PROJECTION: FLUSH
 HZ0604_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0604+STABILITY: SURFACE MOTION
 HZ0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0604+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2003
 HZ0604
 HZ0604  HISTORY     - Date     Condition        Report By
 HZ0604  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0604  HISTORY     - 1964     GOOD             PAS
 HZ0604  HISTORY     - 1965     GOOD             KYHD
 HZ0604  HISTORY     - 1965     GOOD             NGS
 HZ0604  HISTORY     - 19930915 GOOD             NGS
 HZ0604  HISTORY     - 19940207 GOOD
 HZ0604  HISTORY     - 20001010 GOOD             WOOLPT
 HZ0604  HISTORY     - 20020617 GOOD             WOOLPT
 HZ0604  HISTORY     - 20030117 GOOD             WOOLPT
 HZ0604
 HZ0604                          STATION DESCRIPTION
 HZ0604
 HZ0604'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (HB)
 HZ0604'STATION IS LOCATED ABOUT 1.0 MILE NORTHWEST OF WALTON, KENTUCKY,
 HZ0604'ABOUT 0.6 MILE NORTH OF I75 AND WALTON INTERCHANGE SET ON I75 RIGHT
 HZ0604'OF WAY.
 HZ0604'
 HZ0604'TO REACH FROM I75 AND WALTON INTERCHANGE, GO WEST ON STATE HIGHWAYS
 HZ0604'14, 16, 1292 FOR 0.1 MILE TO JUNCTION OF HIGHWAYS 14, 16, 1292.
 HZ0604'TURN RIGHT AND GO NORTH ON HIGHWAY 1292 FOR 0.65 MILE TO STATION ON
 HZ0604'RIGHT.
 HZ0604'
 HZ0604'STATION IS LOCATED 59.0 FEET EAST OF CENTER OF STATE HIGHWAY 1292,
 HZ0604'7.6 FEET EAST OF RIGHT OF WAY FENCE, 7.1 FEET EAST OF METAL WITNESS
 HZ0604'POST AND SIGN.  THE MARK IS SET ON A BANK ABOUT 20 FEET HIGHER THAN
 HZ0604'I75 AND ABOUT 8 FEET HIGHER THAN STATE HIGHWAY 1292.  THE MARK IS SET
 HZ0604'FLUSH WITH GROUND AND DISK STAMPED I71-T34 1964.
 HZ0604'
 HZ0604'RM 1 IS LOCATED SOUTH OF STATION, 1.5 FEET EAST OF RIGHT OF WAY
 HZ0604'FENCE. THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED I71-T34
 HZ0604'NO. 1964.
 HZ0604'
 HZ0604'RM 2 IS LOCATED NORTHWEST OF STATION, 2.0 FEET EAST OF RIGHT OF WAY
 HZ0604'FENCE.  THE MARK PROJECTS 3 INCHES AND IS STAMPED I71-T34 NO.2 1964.
 HZ0604'
 HZ0604'AZIMUTH IS LOCATED ABOUT 0.3 MILE NORTHWEST OF STATION, 40.0 FEET
 HZ0604'NORTHWEST OF POWER POLE B-11 25, 37.0 FEET NORTHWEST OF ROAD AND
 HZ0604'DRIVE INTERSECTION, 26.5 FEET WEST OF CENTER OF DRIVE, 25 FEET NORTH
 HZ0604'OF CENTER OF STATE HIGHWAY 1292, 2 FEET SOUTH OF WOVEN WIRE FENCE.
 HZ0604'THE MARK IS SET FLUSH WITH GROUND AND DISK IS STAMPED I71-T34 1964.
 HZ0604'
 HZ0604'TO REACH AZIMUTH FROM THE STATION, CONTINUE NORTHWEST ON STATE
 HZ0604'HIGHWAY 1292 FOR 0.3 MILE TO DRIVE AND AZIMUTH ON RIGHT.
 HZ0604'
 HZ0604'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ0604'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0604'
 HZ0604'HEIGHT OF LIGHT ABOVE STATION MARK 9.80 METERS.
 HZ0604
 HZ0604                          STATION RECOVERY (1964)
 HZ0604
 HZ0604'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0604'1 MI NW FROM WALTON.
 HZ0604'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAYS 14 AND 16 FROM THE
 HZ0604'JUNCTION OF U.S. HIGHWAY 25 AT WALTON (S. MAIN AND NEEDMORE
 HZ0604'STREETS), THENCE 0.6 MILE NORTH ALONG STATE HIGHWAY 1292 TO THE
 HZ0604'CREST OF A SMALLRISE AND MARK ON THE RIGHT, 122 FEET SOUTHEAST
 HZ0604'OF THE JUNCTION OF STATE HIGHWAY 1292 AND A PRIVATE GRAVEL
 HZ0604'ROAD WEST, 100 FEET WEST OF THE CENTER OF SOUTH BOUND LANE OF
 HZ0604'I-75, 7.4 FEET EAST OF FENCE LINE (I-75 WEST RIGHT OF WAY) AND
 HZ0604'7.0 FEET EAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HZ0604'DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN THE TOP OF A CONCRETE
 HZ0604'POST FLUSH WITH THE GROUND AND ABOUT 10 FEET ABOVE THE LEVEL OF
 HZ0604'STATE HIGHWAY 1292.
 HZ0604
 HZ0604                          STATION RECOVERY (1965)
 HZ0604
 HZ0604'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 HZ0604'STATION, REFERENCE MARKS NO.1 AND 2 AND AZIMUTH MARK FOUND AS
 HZ0604'DESCRIBED AND IN GOOD CONDITION.  THE OLD DESCRIPTION AND TO REACH IS
 HZ0604'ADEQUATE.
 HZ0604'
 HZ0604'HEIGHT OF LIGHT ABOVE STATION MARK 1.59 METERS.
 HZ0604
 HZ0604                          STATION RECOVERY (1965)
 HZ0604
 HZ0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HZ0604'RECOVERED IN GOOD CONDITION.
 HZ0604
 HZ0604                          STATION RECOVERY (1993)
 HZ0604
 HZ0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HZ0604'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHWEST OF WALTON,
 HZ0604'ABOUT 0.6 MI (1.0 KM) NORTH OF INTERSTATE 75 AND WALTON INTERCHANGE
 HZ0604'(EXIT 171). OWNERSHIP--INTERSTATE HIGHWAY 75 RIGHT-OF-WAY.
 HZ0604'TO REACH THE STATION FROM INTERSTATE HIGHWAY 75 AND WALTON INTERCHANGE
 HZ0604'(EXIT 171), GO WEST ON STATE HIGHWAYS 14, 16 AND 1292 FOR 0.1 MI,
 HZ0604'TURN RIGHT AND GO NORTH ON HIGHWAY 1292 FOR 0.65 MI (1.05 KM) TO
 HZ0604'STATION ON THE RIGHT.
 HZ0604'THE STATION IS FLUSH WITH THE GROUND, SET ON A BANK ABOUT 20 FT
 HZ0604'(6.1 M) HIGHER THAN INTERSTATE HIGHWAY 75 AND ABOUT 8 FT. HIGHER THAN
 HZ0604'STATE HIGHWAY 1292.  LOCATED 59.0 FT (18.0 M) EAST OF THE CENTER OF
 HZ0604'STATE HIGHWAY 1292, 7.6 FT (2.3 M) EAST OF RIGHT-OF-WAY FENCE, 7.1 FT
 HZ0604'(2.2 M) EAST OF METAL WITNESS POST AND SIGN.
 HZ0604
 HZ0604                          STATION RECOVERY (1994)
 HZ0604
 HZ0604'RECOVERED 1994
 HZ0604'RECOVERED IN GOOD CONDITION.
 HZ0604
 HZ0604                          STATION RECOVERY (2000)
 HZ0604
 HZ0604'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (GTF)
 HZ0604'RECOVERED AS DESCRIBED.
 HZ0604
 HZ0604                          STATION RECOVERY (2002)
 HZ0604
 HZ0604'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 HZ0604'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HZ0604' 
 HZ0604'--NOTE--THERE ARE NO VISIBLE OBSTRUCTIONS EXTENDING 15 DEGREES ABOVE
 HZ0604'THE HORIZON.
 HZ0604' 
 HZ0604' 
 HZ0604'
 HZ0604
 HZ0604                          STATION RECOVERY (2003)
 HZ0604
 HZ0604'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HZ0604'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0602 ***********************************************************************
 HZ0602  DESIGNATION -  I71 T 34 AZ MK
 HZ0602  PID         -  HZ0602
 HZ0602  STATE/COUNTY-  KY/BOONE
 HZ0602  USGS QUAD   -  VERONA (1981)
 HZ0602
 HZ0602                         *CURRENT SURVEY CONTROL
 HZ0602  ___________________________________________________________________
 HZ0602* NAD 83(1993)-  38 52 15.51640(N)    084 37 41.64469(W)     ADJUSTED  
 HZ0602* NAVD 88     -       278.693  (meters)     914.35   (feet)  ADJUSTED  
 HZ0602  ___________________________________________________________________
 HZ0602  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 HZ0602  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0602  DYNAMIC HT  -         278.514 (meters)     913.76  (feet)  COMP
 HZ0602  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 HZ0602
 HZ0602  HORZ ORDER  -  SECOND
 HZ0602  VERT ORDER  -  SECOND    CLASS 0
 HZ0602
 HZ0602.The horizontal coordinates were established by classical geodetic methods
 HZ0602.and adjusted by the National Geodetic Survey in April 1998..
 HZ0602
 HZ0602.The orthometric height was determined by differential leveling
 HZ0602.and adjusted by the National Geodetic Survey in June 1991..
 HZ0602
 HZ0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0602
 HZ0602.The geoid height was determined by GEOID03.
 HZ0602
 HZ0602.The dynamic height is computed by dividing the NAVD 88
 HZ0602.geopotential number by the normal gravity value computed on the
 HZ0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0602.degrees latitude (g = 980.6199 gals.).
 HZ0602
 HZ0602.The modeled gravity was interpolated from observed gravity values.
 HZ0602
 HZ0602;                    North         East     Units Scale Factor Converg.
 HZ0602;SPC KY1Z     - 1,282,234.933 1,597,353.809   MT  1.00005566   +0 41 19.4
 HZ0602;SPC KY1Z     - 4,206,799.11  5,240,651.62   sFT  1.00005566   +0 41 19.4
 HZ0602;SPC KY N     -   152,245.483   467,175.995   MT  0.99998685   -0 14 07.0
 HZ0602;SPC KY N     -   499,492.06  1,532,726.58   sFT  0.99998685   -0 14 07.0
 HZ0602;UTM  16      - 4,305,132.398   705,760.399   MT  1.00012136   +1 29 20.3
 HZ0602
 HZ0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0602!SPC KY1Z     -   0.99996159  x   1.00005566  =   1.00001725
 HZ0602!SPC KY N     -   0.99996159  x   0.99998685  =   0.99994844
 HZ0602!UTM  16      -   0.99996159  x   1.00012136  =   1.00008294
 HZ0602
 HZ0602                          SUPERSEDED SURVEY CONTROL
 HZ0602
 HZ0602  NAD 83(1993)-  38 52 15.51638(N)    084 37 41.64473(W) AD(       ) 2
 HZ0602  NAD 83(1986)-  38 52 15.50917(N)    084 37 41.66027(W) AD(       ) 2
 HZ0602  NAD 27      -  38 52 15.28507(N)    084 37 41.85624(W) AD(       ) 2
 HZ0602  NGVD 29 (??/??/92)  278.895  (m)          915.01   (f) ADJ UNCH    2 0
 HZ0602
 HZ0602.Superseded values are not recommended for survey control.
 HZ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0602.See file dsdata.txt to determine how the superseded data were derived.
 HZ0602
 HZ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0576005132(NAD 83)
 HZ0602_MARKER: DD = SURVEY DISK
 HZ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0602_STAMPING: I-71 T-34 1934 AZ MK
 HZ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0602+STABILITY: SURFACE MOTION
 HZ0602
 HZ0602  HISTORY     - Date     Condition        Report By
 HZ0602  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0602  HISTORY     - 1964     GOOD             PAS
 HZ0602
 HZ0602                          STATION DESCRIPTION
 HZ0602
 HZ0602'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964
 HZ0602'AZIMUTH IS LOCATED ABOUT 0.3 MILE NORTHWEST OF STATION, 40.0 FEET
 HZ0602'NORTHWEST OF POWER POLE B-11 25, 37.0 FEET NORTHWEST OF ROAD AND
 HZ0602'DRIVE INTERSECTION, 26.5 FEET WEST OF CENTER OF DRIVE, 25 FEET NORTH
 HZ0602'OF CENTER OF STATE HIGHWAY 1292, 2 FEET SOUTH OF WOVEN WIRE FENCE.
 HZ0602'THE MARK IS SET FLUSH WITH GROUND AND DISK IS STAMPED I71-T34 1964.
 HZ0602'
 HZ0602'TO REACH AZIMUTH FROM THE STATION, CONTINUE NORTHWEST ON STATE
 HZ0602'HIGHWAY 1292 FOR 0.3 MILE TO DRIVE AND AZIMUTH ON RIGHT.
 HZ0602
 HZ0602                          STATION RECOVERY (1964)
 HZ0602
 HZ0602'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0602'1.5 MI NW FROM WALTON.
 HZ0602'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAYS 14 AND 16 FROM THE
 HZ0602'JUNCTION OF U.S. HIGHWAY 25 AT WALTON (S. MAIN AND NEEDMORE
 HZ0602'STREETS), THENCE 0.95 MILE NORTH AND NORTHWEST ALONG STATE
 HZ0602'HIGHWAY 1292 TO THE MARK ON THE RIGHT, 39 FEET NORTHWEST OF A POWER
 HZ0602'POLE WITH BRACE WIRE AND BRANCH LINE, 25 FEET WEST OF THE CENTER
 HZ0602'OF PRIVATE GRAVEL DRIVE, 25 FEET NORTHEAST OF THE CENTER OF
 HZ0602'STATE HIGHWAY 1292, 2.0 FEET SOUTH OF FENCE LINE AND 1.3 FEET
 HZ0602'SOUTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HZ0602'OF HIGHWAYS AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 HZ0602'POST PROJECTING 1 INCH AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0605 ***********************************************************************
 HZ0605  DESIGNATION -  I71 T 34 RM 1
 HZ0605  PID         -  HZ0605
 HZ0605  STATE/COUNTY-  KY/BOONE
 HZ0605  USGS QUAD   -  WALTON (1984)
 HZ0605
 HZ0605                         *CURRENT SURVEY CONTROL
 HZ0605  ___________________________________________________________________
 HZ0605* NAD 83(1986)-  38 52 05.     (N)    084 37 28.     (W)     SCALED    
 HZ0605* NAVD 88     -       277.021  (meters)     908.86   (feet)  ADJUSTED  
 HZ0605  ___________________________________________________________________
 HZ0605  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0605  DYNAMIC HT  -         276.842 (meters)     908.27  (feet)  COMP
 HZ0605  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 HZ0605
 HZ0605  VERT ORDER  -  SECOND    CLASS 0
 HZ0605
 HZ0605.The horizontal coordinates were scaled from a topographic map and have
 HZ0605.an estimated accuracy of +/- 6 seconds.
 HZ0605
 HZ0605.The orthometric height was determined by differential leveling
 HZ0605.and adjusted by the National Geodetic Survey in June 1991..
 HZ0605
 HZ0605.The geoid height was determined by GEOID03.
 HZ0605
 HZ0605.The dynamic height is computed by dividing the NAVD 88
 HZ0605.geopotential number by the normal gravity value computed on the
 HZ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0605.degrees latitude (g = 980.6199 gals.).
 HZ0605
 HZ0605.The modeled gravity was interpolated from observed gravity values.
 HZ0605
 HZ0605;                    North         East    Units  Estimated Accuracy
 HZ0605;SPC KY1Z     - 1,281,920.    1,597,690.      MT  (+/- 180 meters Scaled)
 HZ0605
 HZ0605                          SUPERSEDED SURVEY CONTROL
 HZ0605
 HZ0605  NGVD 29 (??/??/92)  277.222  (m)          909.52   (f) ADJ UNCH    2 0
 HZ0605
 HZ0605.Superseded values are not recommended for survey control.
 HZ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0605.See file dsdata.txt to determine how the superseded data were derived.
 HZ0605
 HZ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ060048(NAD 83)
 HZ0605_MARKER: DR = REFERENCE MARK DISK
 HZ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0605_STAMPING: I-71 T-34 NO 1 1964
 HZ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0605+STABILITY: SURFACE MOTION
 HZ0605
 HZ0605  HISTORY     - Date     Condition        Report By
 HZ0605  HISTORY     - 1964     MONUMENTED       PAS
 HZ0605  HISTORY     - 1965     GOOD             NGS
 HZ0605
 HZ0605                          STATION DESCRIPTION
 HZ0605
 HZ0605'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0605'1 M NW FROM WALTON.
 HZ0605'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAYS 14 AND 16 FROM THE
 HZ0605'JUNCTION OF U.S. HIGHWAY 25 AT WALTON (S. MAIN AND NEEDMORE STREETS),
 HZ0605'THENCE 0.6 MILE NORTH ALONG STATE HIGHWAY 1292 TO THE CREST OF A
 HZ0605'SMALL RISE AND MARK ON THE RIGHT, 106 FEET WEST OF THE CENTER
 HZ0605'OF SOUTH BOUND LANE OF I-75, 58 FEET EAST OF THE CENTER OF
 HZ0605'STATE HIGHWAY 1292, 36 FEET SOUTH OF METAL WITNESS POST AND
 HZ0605'SIGN AND 1.4 FEET EAST OF THE WEST RIGHT OF WAY FENCE LINE OF
 HZ0605'I-75.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN
 HZ0605'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 10 FEET
 HZ0605'ABOVE THE LEVEL OF STATE HIGHWAY 1292.
 HZ0605
 HZ0605                          STATION RECOVERY (1965)
 HZ0605
 HZ0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HZ0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0603 ***********************************************************************
 HZ0603  DESIGNATION -  I71 T 34 RM 2
 HZ0603  PID         -  HZ0603
 HZ0603  STATE/COUNTY-  KY/BOONE
 HZ0603  USGS QUAD   -  WALTON (1984)
 HZ0603
 HZ0603                         *CURRENT SURVEY CONTROL
 HZ0603  ___________________________________________________________________
 HZ0603* NAD 83(1986)-  38 52 05.     (N)    084 37 28.     (W)     SCALED    
 HZ0603* NAVD 88     -       277.060  (meters)     908.99   (feet)  ADJUSTED  
 HZ0603  ___________________________________________________________________
 HZ0603  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0603  DYNAMIC HT  -         276.882 (meters)     908.40  (feet)  COMP
 HZ0603  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 HZ0603
 HZ0603  VERT ORDER  -  SECOND    CLASS 0
 HZ0603
 HZ0603.The horizontal coordinates were scaled from a topographic map and have
 HZ0603.an estimated accuracy of +/- 6 seconds.
 HZ0603
 HZ0603.The orthometric height was determined by differential leveling
 HZ0603.and adjusted by the National Geodetic Survey in June 1991..
 HZ0603
 HZ0603.The geoid height was determined by GEOID03.
 HZ0603
 HZ0603.The dynamic height is computed by dividing the NAVD 88
 HZ0603.geopotential number by the normal gravity value computed on the
 HZ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0603.degrees latitude (g = 980.6199 gals.).
 HZ0603
 HZ0603.The modeled gravity was interpolated from observed gravity values.
 HZ0603
 HZ0603;                    North         East    Units  Estimated Accuracy
 HZ0603;SPC KY1Z     - 1,281,920.    1,597,690.      MT  (+/- 180 meters Scaled)
 HZ0603
 HZ0603                          SUPERSEDED SURVEY CONTROL
 HZ0603
 HZ0603  NGVD 29 (??/??/92)  277.262  (m)          909.65   (f) ADJ UNCH    2 0
 HZ0603
 HZ0603.Superseded values are not recommended for survey control.
 HZ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0603.See file dsdata.txt to determine how the superseded data were derived.
 HZ0603
 HZ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ060048(NAD 83)
 HZ0603_MARKER: DD = SURVEY DISK
 HZ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0603_STAMPING: I-71 T-34 1964 NO 2
 HZ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0603+STABILITY: SURFACE MOTION
 HZ0603
 HZ0603  HISTORY     - Date     Condition        Report By
 HZ0603  HISTORY     - 1964     MONUMENTED       PAS
 HZ0603  HISTORY     - 1965     GOOD             NGS
 HZ0603
 HZ0603                          STATION DESCRIPTION
 HZ0603
 HZ0603'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0603'1.2 MI W FROM WALTON.
 HZ0603'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAYS 14 AND 16 FROM THE
 HZ0603'JUNCTION OF U.S. HIGHWAY 25 AT WALTON (S. MAIN AND NEEDMORE
 HZ0603'STREETS), THENCE 0.6 MILE NORTH ALONG STATE HIGHWAY 1292 TO THE
 HZ0603'CREST OF A SMALL RISE AND MARK ON THE RIGHT, 105 FEET WEST OF
 HZ0603'THE CENTER OF THE SOUTH BOUND LANE OF I-75, 88 FEET SOUTHEAST OF
 HZ0603'THE JUNCTION OF STATE HIGHWAY 1292 AND A PRIVATE GRAVEL ROAD
 HZ0603'WEST, 59 FEET EAST OF THE CENTER OF STATE HIGHWAY 1292, 35 FEET
 HZ0603'NORTH OF METAL WITNESS POST AND SIGN, 2.0 FEET EAST OF FENCE
 HZ0603'LINE (WEST RIGHT OF WAY FENCE OF I-75).  A KENTUCKY DEPARTMENT
 HZ0603'OF HIGHWAYS REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 HZ0603'POST PROJECTING 1 INCH AND ABOUT 10 FEET ABOVE THE LEVEL OF STATE
 HZ0603'HIGHWAY 1292.
 HZ0603
 HZ0603                          STATION RECOVERY (1965)
 HZ0603
 HZ0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HZ0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2150 ***********************************************************************
 HZ2150  DESIGNATION -  I71 T 4
 HZ2150  PID         -  HZ2150
 HZ2150  STATE/COUNTY-  KY/JEFFERSON
 HZ2150  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ2150
 HZ2150                         *CURRENT SURVEY CONTROL
 HZ2150  ___________________________________________________________________
 HZ2150* NAD 83(1993)-  38 16 21.68894(N)    085 41 51.93090(W)     ADJUSTED  
 HZ2150* NAVD 88     -       157.6    (meters)     517.     (feet)  VERTCON   
 HZ2150  ___________________________________________________________________
 HZ2150  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 HZ2150  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HZ2150
 HZ2150  HORZ ORDER  -  SECOND
 HZ2150
 HZ2150.The horizontal coordinates were established by classical geodetic methods
 HZ2150.and adjusted by the National Geodetic Survey in December 1995..
 HZ2150
 HZ2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2150
 HZ2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2150
 HZ2150.The geoid height was determined by GEOID03.
 HZ2150
 HZ2150;                    North         East     Units Scale Factor Converg.
 HZ2150;SPC KY1Z     - 1,215,238.147 1,504,571.124   MT  0.99992880   +0 01 55.5
 HZ2150;SPC KY1Z     - 3,986,993.82  4,936,247.10   sFT  0.99992880   +0 01 55.5
 HZ2150;SPC KY N     -    86,761.749   373,321.403   MT  0.99996782   -0 54 02.2
 HZ2150;SPC KY N     -   284,650.84  1,224,805.30   sFT  0.99996782   -0 54 02.2
 HZ2150;SPC IN E     -   335,761.961    97,279.354   MT  0.99996676   -0 01 09.3
 HZ2150;SPC IN E     - 1,101,579.03    319,157.35   sFT  0.99996676   -0 01 09.3
 HZ2150;UTM  16      - 4,236,873.300   613,910.958   MT  0.99975980   +0 48 24.1
 HZ2150
 HZ2150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2150!SPC KY1Z     -   0.99998049  x   0.99992880  =   0.99990930
 HZ2150!SPC KY N     -   0.99998049  x   0.99996782  =   0.99994831
 HZ2150!SPC IN E     -   0.99998049  x   0.99996676  =   0.99994725
 HZ2150!UTM  16      -   0.99998049  x   0.99975980  =   0.99974030
 HZ2150
 HZ2150|---------------------------------------------------------------------|
 HZ2150| PID    Reference Object                     Distance      Geod. Az  |
 HZ2150|                                                           dddmmss.s |
 HZ2150| CG8148 I71 T 4 RM 1                          0.303 METERS 07840     |
 HZ2150| CG8149 I71 T 4 RM 2                         20.732 METERS 23854     |
 HZ2150| HZ2146 LOUISVILLE WATERWKS TWR             APPROX. 0.9 KM 3405629.1 |
 HZ2150| HZ2148 I71 T 4 AZ MK                       APPROX. 0.6 KM 3485809.3 |
 HZ2150|---------------------------------------------------------------------|
 HZ2150
 HZ2150                          SUPERSEDED SURVEY CONTROL
 HZ2150
 HZ2150  NAD 83(1986)-  38 16 21.69072(N)    085 41 51.93762(W) AD(       ) 2
 HZ2150  NAD 27      -  38 16 21.44180(N)    085 41 52.07610(W) AD(       ) 2
 HZ2150  NGVD 29 (07/19/86)  157.8    (m)          518.     (f) VERT ANG       
 HZ2150
 HZ2150.Superseded values are not recommended for survey control.
 HZ2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2150.See file dsdata.txt to determine how the superseded data were derived.
 HZ2150
 HZ2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1391136873(NAD 83)
 HZ2150_MARKER: DD = SURVEY DISK
 HZ2150_SETTING: 0 = UNSPECIFIED SETTING
 HZ2150
 HZ2150  HISTORY     - Date     Condition        Report By
 HZ2150  HISTORY     - 1961     MONUMENTED       KYHD
 HZ2150
 HZ2150                          STATION DESCRIPTION
 HZ2150
 HZ2150'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 HZ2150'THE STATION IS LOCATED IN THE NORTHEASTERN PART OF LOUISVILLE, ON THE
 HZ2150'GROUNDS OF THE VETERANS ADMINISTRATION HOSPITAL. IT IS ON
 HZ2150'A HIGH BLUFF JUST SOUTH OF MELLWOOD AVENUE, AND APPROXIMATELY 600
 HZ2150'FEET NORTH OF THE HOSPITAL.
 HZ2150'
 HZ2150'TO REACH THE STATION FROM THE INTERSECTION OF THIRD STREET AND RIVER
 HZ2150'ROAD WHICH IS JUST WEST OF THE SOUTH END OF CLARK MEMORIAL
 HZ2150'BRIDGE OVER THE OHIO RIVER IN LOUISVILLE, GO NORTHEAST ON RIVER ROAD
 HZ2150'FOR 3.5 MILES TO ZORN AVENUE RIGHT AND THE AZIMUTH MARK ON
 HZ2150'THE LEFT. TURN RIGHT AND GO SOUTHEAST ON ZORN AVENUE FOR 0.55 MILE TO
 HZ2150'ENTRANCE ROAD RIGHT TO THE VETERANS ADMINISTRATION HOSPITAL.
 HZ2150'TURN RIGHT AND GO SOUTHWEST FOR 0.25 MILE TO A BLACK TOP STREET RIGHT
 HZ2150'THAT RUNS BETWEEN HOSPITAL GARAGES AND BOILER PLANT. TURN RIGHT
 HZ2150'ONTO BLACK TOP STREET AND GO NORTH FOR 0.1 MILE TO A FORK. TAKE
 HZ2150'LEFT FORK AND CONTINUE NORTH FOR 0.1 MILE TO THE HOSPITAL DIRECTORS
 HZ2150'HOUSE AND STATION SITE.
 HZ2150'
 HZ2150'THE STATION MARK IS LOCATED 149 FEET NORTH-NORTHEAST OF THE SOUTHEAST
 HZ2150'CORNER OF HOSPITAL DIRECTORS HOUSE, 132 FEET NORTHEAST OF THE
 HZ2150'NORTHEAST CORNER OF BRICK GARAGE, 30 FEET WEST OF FENCE CORNER AND
 HZ2150'8.5 FEET NORTH OF WOVEN WIRE FENCE. THE MARK IS FLUSH AND THE
 HZ2150'DISK IS STAMPED I71-T4-1961.
 HZ2150'
 HZ2150'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 4.0 FEET EAST OF FENCE
 HZ2150'CORNER. THE MARK IS FLUSH AND THE DISK IS STAMPED I71-T4-NO.
 HZ2150'1-1961.
 HZ2150'
 HZ2150'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 96.7 FEET SOUTHWEST
 HZ2150'OF FENCE CORNER AND 2.9 FEET NORTH OF WOVEN WIRE FENCE. THE
 HZ2150'MARK IS FLUSH AND THE DISK IS STAMPED I71-T4-NO.2-1961.
 HZ2150'
 HZ2150'AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF THE STATION, AT THE JUNCTION
 HZ2150'OF RIVER ROAD AND ZORN AVENUE, ACROSS RIVER ROAD FROM A
 HZ2150'STANDARD OIL SERVICE STATION, 95 FEET NORTH-NORTHEAST OF THE
 HZ2150'INTERSECTION OF RIVER ROAD AND THE EAST LANE OF ZORN AVENUE, 86
 HZ2150'FEET NORTHEAST OF THE CENTER OF EAST DRIVE TO LOUISVILLE PUMPING
 HZ2150'STATION, 50 FEET SOUTHWEST OF POWER POLE NO. 12-157, 27 FEET
 HZ2150'SOUTHEAST OF A 15 INCH ELM TREE AND 24.8 FEET NORTHWEST OF THE
 HZ2150'CENTERLINE OF RIVER ROAD. THE MARK IS FLUSH AND THE DISK IS
 HZ2150'STAMPED I71-T4-1961.
 HZ2150'
 HZ2150'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ2150'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HZ2150'
 HZ2150'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2148 ***********************************************************************
 HZ2148  DESIGNATION -  I71 T 4 AZ MK
 HZ2148  PID         -  HZ2148
 HZ2148  STATE/COUNTY-  KY/JEFFERSON
 HZ2148  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ2148
 HZ2148                         *CURRENT SURVEY CONTROL
 HZ2148  ___________________________________________________________________
 HZ2148* NAD 83(1993)-  38 16 39.42838(N)    085 41 56.31778(W)     ADJUSTED  
 HZ2148* NAVD 88     -       131.8    (meters)     432.     (feet)  VERTCON   
 HZ2148  ___________________________________________________________________
 HZ2148  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HZ2148  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HZ2148
 HZ2148  HORZ ORDER  -  SECOND
 HZ2148
 HZ2148.The horizontal coordinates were established by classical geodetic methods
 HZ2148.and adjusted by the National Geodetic Survey in December 1995..
 HZ2148
 HZ2148.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2148
 HZ2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2148
 HZ2148.The geoid height was determined by GEOID03.
 HZ2148
 HZ2148;                    North         East     Units Scale Factor Converg.
 HZ2148;SPC KY1Z     - 1,215,785.024 1,504,464.199   MT  0.99992940   +0 01 52.8
 HZ2148;SPC KY1Z     - 3,988,788.03  4,935,896.29   sFT  0.99992940   +0 01 52.8
 HZ2148;SPC KY N     -    87,310.314   373,223.390   MT  0.99996753   -0 54 04.9
 HZ2148;SPC KY N     -   286,450.59  1,224,483.74   sFT  0.99996753   -0 54 04.9
 HZ2148;SPC IN E     -   336,308.953    97,172.916   MT  0.99996677   -0 01 12.1
 HZ2148;SPC IN E     - 1,103,373.62    318,808.14   sFT  0.99996677   -0 01 12.1
 HZ2148;UTM  16      - 4,237,418.588   613,796.669   MT  0.99975948   +0 48 21.7
 HZ2148
 HZ2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2148!SPC KY1Z     -   0.99998454  x   0.99992940  =   0.99991394
 HZ2148!SPC KY N     -   0.99998454  x   0.99996753  =   0.99995207
 HZ2148!SPC IN E     -   0.99998454  x   0.99996677  =   0.99995131
 HZ2148!UTM  16      -   0.99998454  x   0.99975948  =   0.99974403
 HZ2148
 HZ2148                          SUPERSEDED SURVEY CONTROL
 HZ2148
 HZ2148  NAD 83(1986)-  38 16 39.43015(N)    085 41 56.32449(W) AD(       ) 2
 HZ2148  NAD 27      -  38 16 39.18210(N)    085 41 56.46280(W) AD(       ) 2
 HZ2148  NGVD 29 (07/19/86)  132.0    (m)          433.     (f) VERT ANG       
 HZ2148
 HZ2148.Superseded values are not recommended for survey control.
 HZ2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2148.See file dsdata.txt to determine how the superseded data were derived.
 HZ2148
 HZ2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1379737419(NAD 83)
 HZ2148_MARKER: DD = SURVEY DISK
 HZ2148_SETTING: 0 = UNSPECIFIED SETTING
 HZ2148
 HZ2148  HISTORY     - Date     Condition        Report By
 HZ2148  HISTORY     - 1961     MONUMENTED       PAS
 HZ2148
 HZ2148                          STATION DESCRIPTION
 HZ2148
 HZ2148'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 HZ2148'AZIMUTH MARK IS AT THE JUNCTION
 HZ2148'OF RIVER ROAD AND ZORN AVENUE, ACROSS RIVER ROAD FROM A
 HZ2148'STANDARD OIL SERVICE STATION, 95 FEET NORTH-NORTHEAST OF THE
 HZ2148'INTERSECTION OF RIVER ROAD AND THE EAST LANE OF ZORN AVENUE, 86
 HZ2148'FEET NORTHEAST OF THE CENTER OF EAST DRIVE TO LOUISVILLE PUMPING
 HZ2148'STATION, 50 FEET SOUTHWEST OF POWER POLE NO. 12-157, 27 FEET
 HZ2148'SOUTHEAST OF A 15 INCH ELM TREE AND 24.8 FEET NORTHWEST OF THE
 HZ2148'CENTERLINE OF RIVER ROAD. THE MARK IS FLUSH AND THE DISK IS
 HZ2148'STAMPED I71-T4-1961.
 HZ2148'
 HZ2148'TO REACH THE STATION FROM THE INTERSECTION OF THIRD STREET AND RIVER
 HZ2148'ROAD WHICH IS JUST WEST OF THE SOUTH END OF CLARK MEMORIAL
 HZ2148'BRIDGE OVER THE OHIO RIVER IN LOUISVILLE, GO NORTHEAST ON RIVER ROAD
 HZ2148'FOR 3.5 MILES TO ZORN AVENUE RIGHT AND THE AZIMUTH MARK ON
 HZ2148'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2128 ***********************************************************************
 HZ2128  DESIGNATION -  I71 T 5
 HZ2128  PID         -  HZ2128
 HZ2128  STATE/COUNTY-  KY/OLDHAM
 HZ2128  USGS QUAD   -  ANCHORAGE (1987)
 HZ2128
 HZ2128                         *CURRENT SURVEY CONTROL
 HZ2128  ___________________________________________________________________
 HZ2128* NAD 83(1993)-  38 19 04.21289(N)    085 31 37.86815(W)     ADJUSTED  
 HZ2128* NAVD 88     -       232.0    (meters)     761.     (feet)  VERTCON   
 HZ2128  ___________________________________________________________________
 HZ2128  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 HZ2128  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ2128
 HZ2128  HORZ ORDER  -  SECOND
 HZ2128
 HZ2128.The horizontal coordinates were established by classical geodetic methods
 HZ2128.and adjusted by the National Geodetic Survey in December 1995..
 HZ2128
 HZ2128.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2128
 HZ2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2128
 HZ2128.The geoid height was determined by GEOID03.
 HZ2128
 HZ2128;                    North         East     Units Scale Factor Converg.
 HZ2128;SPC KY1Z     - 1,220,271.034 1,519,484.277   MT  0.99993455   +0 08 12.5
 HZ2128;SPC KY1Z     - 4,003,505.88  4,985,174.67   sFT  0.99993455   +0 08 12.5
 HZ2128;SPC KY N     -    91,551.567   388,314.970   MT  0.99996546   -0 47 40.2
 HZ2128;SPC KY N     -   300,365.43  1,273,996.70   sFT  0.99996546   -0 47 40.2
 HZ2128;UTM  16      - 4,242,106.796   628,752.394   MT  0.99980415   +0 54 47.9
 HZ2128
 HZ2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2128!SPC KY1Z     -   0.99996882  x   0.99993455  =   0.99990338
 HZ2128!SPC KY N     -   0.99996882  x   0.99996546  =   0.99993428
 HZ2128!UTM  16      -   0.99996882  x   0.99980415  =   0.99977298
 HZ2128
 HZ2128:                Primary Azimuth Mark                     Grid Az
 HZ2128:SPC KY1Z     -  I71 T 5 AZ MK                            080 10 30.2
 HZ2128:SPC KY N     -  I71 T 5 AZ MK                            081 06 22.9
 HZ2128:UTM  16      -  I71 T 5 AZ MK                            079 23 54.8
 HZ2128
 HZ2128|---------------------------------------------------------------------|
 HZ2128| PID    Reference Object                     Distance      Geod. Az  |
 HZ2128|                                                           dddmmss.s |
 HZ2128| CG8150 I71 T 5 AZ MK                                      0801842.7 |
 HZ2128| CG8151 I71 T 5 RM 1                         23.785 METERS 08117     |
 HZ2128| HZ2127 BARNETT                             422.225 METERS 2052857.8 |
 HZ2128| CG8152 I71 T 5 RM 2                         28.253 METERS 26428     |
 HZ2128|---------------------------------------------------------------------|
 HZ2128
 HZ2128                          SUPERSEDED SURVEY CONTROL
 HZ2128
 HZ2128  NAD 83(1986)-  38 19 04.21637(N)    085 31 37.87476(W) AD(       ) 2
 HZ2128  NAD 27      -  38 19 03.97430(N)    085 31 38.02450(W) AD(       ) 2
 HZ2128  NGVD 29 (07/19/86)  232.2    (m)          762.     (f) VERT ANG       
 HZ2128
 HZ2128.Superseded values are not recommended for survey control.
 HZ2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2128.See file dsdata.txt to determine how the superseded data were derived.
 HZ2128
 HZ2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2875242107(NAD 83)
 HZ2128_MARKER: DD = SURVEY DISK
 HZ2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2128_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2128
 HZ2128  HISTORY     - Date     Condition        Report By
 HZ2128  HISTORY     - 1960     MONUMENTED       KYHD
 HZ2128
 HZ2128                          STATION DESCRIPTION
 HZ2128
 HZ2128'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1960 (EB)
 HZ2128'THE STATION IS LOCATED ABOUT 2.75 MI.  WEST OF CRESTWOOD ON LAND
 HZ2128'OWNED BY MR. J.C. BARNETT.
 HZ2128'
 HZ2128'TO REACH THE STATION FROM THE POST OFFICE IN CRESTWOOD, GO WEST ON
 HZ2128'STATE HIGHWAY 22 FOR 2.75 MILES TO THE AZIMUTH MARK ON THE
 HZ2128'RIGHT. CONTINUE AHEAD ON HIGHWAY 22 FOR 0.25 MILE TO STATION ON THE
 HZ2128'LEFT.
 HZ2128'
 HZ2128'THE STATION MARK IS LOCATED ABOUT 170 FEET WEST-SOUTHWEST OF
 HZ2128'INTERSECTION OF HIGHWAY 22 AND GRAVEL ROAD NORTHWEST HAUNZ
 HZ2128'LANE, 32.5 FEET SOUTH OF CENTER OF HIGHWAY 22, 3.7 FEET SOUTH OF A
 HZ2128'METAL WITNESS POST AND SIGN AND ABOUT 6 FEET HIGHER THAN
 HZ2128'ROAD. THE MARK IS FLUSH AND THE DISK IS STAMPED I71-T5-1960.
 HZ2128'
 HZ2128'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 95 FEET SOUTHWEST OF
 HZ2128'INTERSECTION OF HIGHWAY 22 AND GRAVEL ROAD NORTHWEST,
 HZ2128'91.5 FEET WEST OF POWER POLE, 29.5 FEET SOUTH OF CENTER OF HIGHWAY,
 HZ2128'1.0 FOOT SOUTH OF WIRE FENCE AND ABOUT 4 FEET HIGHER THAN
 HZ2128'HIGHWAY. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HZ2128'I71-T5-NO. 1-1960.
 HZ2128'
 HZ2128'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 81.5 FEET EAST OF POWER
 HZ2128'POLE, 30.0 FEET SOUTH OF CENTER OF HIGHWAY 1.9 FEET SOUTH OF
 HZ2128'WIRE FENCE AND ABOUT 4 FEET HIGHER THAN HIGHWAY. THE MARK PROJECTS 2
 HZ2128'INCHES AND THE DISK IS STAMPED I71-T5-NO. 2-1960.
 HZ2128'
 HZ2128'AZIMUTH MARK IS ABOUT 0.25 MILE EAST OF THE STATION, 76.5 FEET EAST
 HZ2128'OF TELEPHONE POLE NO. 39, 26.5 FEET NORTH OF CENTER OF
 HZ2128'HIGHWAY, 2.2 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN, 1.2
 HZ2128'FEET SOUTH OF WIRE FENCE AND ABOUT 4 FEET HIGHER THAN HIGHWAY. THE
 HZ2128'MARK IS FLUSH AND THE DISK IS STAMPED I71-T5-1960.
 HZ2128'
 HZ2128'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ2128'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ2128'
 HZ2128'NOTE - A 12 FOOT STAND IS REQUIRED TO SEE BARNETT, 1935.
 HZ2128'
 HZ2128'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2126 ***********************************************************************
 HZ2126  DESIGNATION -  I71 T 6
 HZ2126  PID         -  HZ2126
 HZ2126  STATE/COUNTY-  KY/OLDHAM
 HZ2126  USGS QUAD   -  ANCHORAGE (1987)
 HZ2126
 HZ2126                         *CURRENT SURVEY CONTROL
 HZ2126  ___________________________________________________________________
 HZ2126* NAD 83(1993)-  38 19 59.13828(N)    085 31 56.10412(W)     ADJUSTED  
 HZ2126* NAVD 88     -       222.4    (meters)     730.     (feet)  VERTCON   
 HZ2126  ___________________________________________________________________
 HZ2126  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 HZ2126  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HZ2126
 HZ2126  HORZ ORDER  -  SECOND
 HZ2126
 HZ2126.The horizontal coordinates were established by classical geodetic methods
 HZ2126.and adjusted by the National Geodetic Survey in December 1995..
 HZ2126
 HZ2126.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2126
 HZ2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2126
 HZ2126.The geoid height was determined by GEOID03.
 HZ2126
 HZ2126;                    North         East     Units Scale Factor Converg.
 HZ2126;SPC KY1Z     - 1,221,963.448 1,519,037.363   MT  0.99993663   +0 08 01.3
 HZ2126;SPC KY1Z     - 4,009,058.41  4,983,708.42   sFT  0.99993663   +0 08 01.3
 HZ2126;SPC KY N     -    93,251.072   387,895.611   MT  0.99996481   -0 47 51.5
 HZ2126;SPC KY N     -   305,941.23  1,272,620.85   sFT  0.99996481   -0 47 51.5
 HZ2126;UTM  16      - 4,243,792.774   628,282.644   MT  0.99980267   +0 54 37.7
 HZ2126
 HZ2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2126!SPC KY1Z     -   0.99997033  x   0.99993663  =   0.99990696
 HZ2126!SPC KY N     -   0.99997033  x   0.99996481  =   0.99993514
 HZ2126!UTM  16      -   0.99997033  x   0.99980267  =   0.99977301
 HZ2126
 HZ2126:                Primary Azimuth Mark                     Grid Az
 HZ2126:SPC KY1Z     -  I71 T 6 AZ MK                            154 47 18.8
 HZ2126:SPC KY N     -  I71 T 6 AZ MK                            155 43 11.6
 HZ2126:UTM  16      -  I71 T 6 AZ MK                            154 00 42.4
 HZ2126
 HZ2126|---------------------------------------------------------------------|
 HZ2126| PID    Reference Object                     Distance      Geod. Az  |
 HZ2126|                                                           dddmmss.s |
 HZ2126| CG8153 I71 T 6 AZ MK                                      1545520.1 |
 HZ2126| CG8154 I71 T 6 RM 1                        134.664 METERS 28317     |
 HZ2126| CG8155 I71 T 6 RM 2                        109.619 METERS 32614     |
 HZ2126|---------------------------------------------------------------------|
 HZ2126
 HZ2126                          SUPERSEDED SURVEY CONTROL
 HZ2126
 HZ2126  NAD 83(1986)-  38 19 59.14180(N)    085 31 56.11106(W) AD(       ) 2
 HZ2126  NAD 27      -  38 19 58.90010(N)    085 31 56.26000(W) AD(       ) 2
 HZ2126  NGVD 29 (07/19/86)  222.6    (m)          730.     (f) VERT ANG       
 HZ2126
 HZ2126.Superseded values are not recommended for survey control.
 HZ2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2126.See file dsdata.txt to determine how the superseded data were derived.
 HZ2126
 HZ2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2828343793(NAD 83)
 HZ2126_MARKER: DD = SURVEY DISK
 HZ2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2126_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2126
 HZ2126  HISTORY     - Date     Condition        Report By
 HZ2126  HISTORY     - 1960     MONUMENTED       KYHD
 HZ2126
 HZ2126                          STATION DESCRIPTION
 HZ2126
 HZ2126'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1960 (EB)
 HZ2126'THE STATION IS LOCATED ABOUT 2.9 MILES WEST OF CRESTWOOD ON LAND
 HZ2126'OWNED BY MR. CARL HAUNZ.
 HZ2126'
 HZ2126'TO REACH THE STATION FROM THE POST OFFICE IN CRESTWOOD, GO WEST ON
 HZ2126'STATE HIGHWAY 22 FOR 2.75 MILES TO A GRAVEL ROAD RIGHT HAUNZ
 HZ2126'LANE. TURN RIGHT AND GO NORTHWEST ON GRAVEL ROAD FOR 0.6 MILE TO A
 HZ2126'GATE ON THE RIGHT AT TOP OF HILL.  CONTINUE STRAIGHT AHEAD ON
 HZ2126'GRAVEL ROAD FOR 0.35 MILE TO A PRIVATE ROAD. TURN RIGHT AND GO
 HZ2126'NORTHEAST ON PRIVATE ROAD FOR 0.3 MILE TO TOP OF HILL AND GATE
 HZ2126'ON THE RIGHT. TURN RIGHT THROUGH GATE AND GO SOUTHEAST FOR 0.05 MILE
 HZ2126'TO STATION.
 HZ2126'
 HZ2126'TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT THROUGH GATE
 HZ2126'AND CONTINUE NORTHEAST ACROSS CULTIVATED FIELD FOR 0.2 MILE TO A
 HZ2126'VERY OLD FAMILY CEMETERY ON SOUTH SIDE OF PROPERTY LINE FENCE AND
 HZ2126'MARK AS DESCRIBED.
 HZ2126'
 HZ2126'THE STATION MARK IS LOCATED APPROXIMATELY ON THE HIGHEST POINT OF A
 HZ2126'SMALL HILL IN A CULTIVATED FIELD, 2.0 FEET NORTHEAST OF
 HZ2126'WIRE FENCE. THE MARK IS 12 INCHES BELOW THE SURFACE AND THE DISK IS
 HZ2126'STAMPED I71-T6-1960.
 HZ2126'
 HZ2126'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 16.5 FEET SOUTHEAST OF
 HZ2126'CENTER OF ROAD, 5.1 FEET NORTH OF POWER POLE, 2.9 FEET WEST OF A
 HZ2126'METAL WITNESS POST AND SIGN, 1.6 FEET NORTHWEST OF WIRE FENCE. THE
 HZ2126'MARK IS FLUSH AND THE DISK IS STAMPED I71-T6-NO. 1-1960.
 HZ2126'
 HZ2126'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION, 13.5 FEET
 HZ2126'NORTHWEST OF CENTER OF ROAD, 3.5 FEET SOUTH OF A METAL WITNESS
 HZ2126'POST AND SIGN, 3.2 FEET SOUTHEAST OF WIRE FENCE. THE MARK IS FLUSH
 HZ2126'AND THE DISK IS STAMPED I71-T6-NO.2-1960.
 HZ2126'
 HZ2126'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF STATION, 25.8 FEET
 HZ2126'NORTHWEST OF AN 18 INCH WALNUT TREE, 18.7 FEET NORTHEAST
 HZ2126'OF FENCE CORNER, 3.0 FEET WEST OF A METAL WITNESS POST AND SIGN, 2.2
 HZ2126'FEET NORTHWEST OF FENCE. THE MARK IS FLUSH AND THE DISK IS
 HZ2126'STAMPED I71-T6-1960.
 HZ2126'
 HZ2126'STATION, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE KENTUCKY
 HZ2126'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ2126'
 HZ2126'HEIGHT OF LIGHT ABOVE STATION MARK 3.98 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1216 ***********************************************************************
 HZ1216  DESIGNATION -  I71 T 7
 HZ1216  PID         -  HZ1216
 HZ1216  STATE/COUNTY-  KY/OLDHAM
 HZ1216  USGS QUAD   -  CRESTWOOD (1993)
 HZ1216
 HZ1216                         *CURRENT SURVEY CONTROL
 HZ1216  ___________________________________________________________________
 HZ1216* NAD 83(1993)-  38 20 49.27074(N)    085 29 55.75312(W)     ADJUSTED  
 HZ1216* NAVD 88     -       236.425  (meters)     775.67   (feet)  ADJUSTED  
 HZ1216  ___________________________________________________________________
 HZ1216  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 HZ1216  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ1216  DYNAMIC HT  -         236.266 (meters)     775.15  (feet)  COMP
 HZ1216  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 HZ1216
 HZ1216  HORZ ORDER  -  SECOND
 HZ1216  VERT ORDER  -  SECOND    CLASS 0
 HZ1216
 HZ1216.The horizontal coordinates were established by classical geodetic methods
 HZ1216.and adjusted by the National Geodetic Survey in December 1995..
 HZ1216
 HZ1216.The orthometric height was determined by differential leveling
 HZ1216.and adjusted by the National Geodetic Survey in June 1991..
 HZ1216
 HZ1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1216
 HZ1216.The geoid height was determined by GEOID03.
 HZ1216
 HZ1216.The dynamic height is computed by dividing the NAVD 88
 HZ1216.geopotential number by the normal gravity value computed on the
 HZ1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1216.degrees latitude (g = 980.6199 gals.).
 HZ1216
 HZ1216.The modeled gravity was interpolated from observed gravity values.
 HZ1216
 HZ1216;                    North         East     Units Scale Factor Converg.
 HZ1216;SPC KY1Z     - 1,223,516.481 1,521,955.990   MT  0.99993860   +0 09 15.2
 HZ1216;SPC KY1Z     - 4,014,153.65  4,993,283.94   sFT  0.99993860   +0 09 15.2
 HZ1216;SPC KY N     -    94,756.507   390,839.171   MT  0.99996427   -0 46 36.7
 HZ1216;SPC KY N     -   310,880.31  1,282,278.18   sFT  0.99996427   -0 46 36.7
 HZ1216;UTM  16      - 4,245,385.037   631,179.563   MT  0.99981192   +0 55 53.4
 HZ1216
 HZ1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1216!SPC KY1Z     -   0.99996814  x   0.99993860  =   0.99990674
 HZ1216!SPC KY N     -   0.99996814  x   0.99996427  =   0.99993241
 HZ1216!UTM  16      -   0.99996814  x   0.99981192  =   0.99978007
 HZ1216
 HZ1216|---------------------------------------------------------------------|
 HZ1216| PID    Reference Object                     Distance      Geod. Az  |
 HZ1216|                                                           dddmmss.s |
 HZ1216| HZ1217 I71 T 7 RM 2                        124.115 METERS 01014     |
 HZ1216| HZ1213 I71 T 7 AZ MK                                      0624400.2 |
 HZ1216| HZ1215 I71 T 7 RM 1                        144.699 METERS 26040     |
 HZ1216|---------------------------------------------------------------------|
 HZ1216
 HZ1216                          SUPERSEDED SURVEY CONTROL
 HZ1216
 HZ1216  NAD 83(1986)-  38 20 49.27451(N)    085 29 55.76024(W) AD(       ) 2
 HZ1216  NAD 27      -  38 20 49.03440(N)    085 29 55.91270(W) AD(       ) 2
 HZ1216  NGVD 29 (??/??/92)  236.585  (m)          776.20   (f) ADJ UNCH    2 0
 HZ1216
 HZ1216.Superseded values are not recommended for survey control.
 HZ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1216.See file dsdata.txt to determine how the superseded data were derived.
 HZ1216
 HZ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3118045385(NAD 83)
 HZ1216_MARKER: DD = SURVEY DISK
 HZ1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1216_STAMPING: I71-T7-1960
 HZ1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1216+STABILITY: SURFACE MOTION
 HZ1216
 HZ1216  HISTORY     - Date     Condition        Report By
 HZ1216  HISTORY     - 1960     MONUMENTED       KYHD
 HZ1216  HISTORY     - 1960     GOOD             PAS
 HZ1216
 HZ1216                          STATION DESCRIPTION
 HZ1216
 HZ1216'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1960 (EB)
 HZ1216'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF CRESTWOOD, ON LAND
 HZ1216'OWNED BY MR. CARL CLORE, 4R.
 HZ1216'
 HZ1216'TO REACH THE STATION FROM THE POST OFFICE IN CRESTWOOD, GO WEST ON
 HZ1216'STATE HIGHWAY 22 FOR 0.03 MILE TO JUNCTION WITH STATE HIGHWAY
 HZ1216'329 RIGHT. TURN RIGHT AND GO NORTHWEST ON HIGHWAY 329 FOR 2.0 MILES
 HZ1216'TO A PRIVATE DRIVE LEFT. NOTE. TURN LEFT AND GO WEST ON DRIVE FOR
 HZ1216'0.3 MILE TO A SHEET METAL BARN NEAR TOP OF HILL. CONTINUE WEST ACROSS
 HZ1216'CULTIVATED FIELD FOR 0.15 MILE TO HIGHEST POINT AND STATION.
 HZ1216'
 HZ1216'NOTE- TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHWEST ON
 HZ1216'HIGHWAY 329 FOR 0.1 MILE TO A PRIVATE DRIVE NORTHEAST TO
 HZ1216'MR. CHARLES CARDENS RESIDENCE. TURN RIGHT AND GO NORTHEAST ON DRIVE
 HZ1216'FOR 0.15 MILE TO MR. CARDENS RESIDENCE AND MARK ON THE
 HZ1216'LEFT.
 HZ1216'
 HZ1216'THE STATION MARK IS LOCATED APPROXIMATELY ON THE HIGHEST POINT OF A
 HZ1216'SMALL NORTHEAST-SOUTHWEST RIDGE. THE MARK IS 12 INCHES BELOW THE
 HZ1216'SURFACE AND THE DISK IS STAMPED I71-T7-1960.
 HZ1216'
 HZ1216'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 4.3 FEET EAST OF A
 HZ1216'METAL WITNESS POST AND SIGN AND 1.2 FEET SOUTH OF WIRE FENCE.
 HZ1216'THE MARK IS FLUSH AND THE DISK IS STAMPED I71-T7-NO. 1-1960.
 HZ1216'
 HZ1216'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 3.0 FEET NORTH OF A
 HZ1216'METAL WITNESS POST AND SIGN AND 1.0 FEET EAST OF WIRE FENCE.
 HZ1216'THE MARK IS FLUSH AND THE DISK IS STAMPED I71-T7-NO. 2-1960.
 HZ1216'
 HZ1216'AZIMUTH MARK IS ABOUT 0.6 MILE NORTHEAST OF STATION, 96.5 FEET WEST
 HZ1216'OF THE NORTHWEST CORNER OF MR. CARDENS RESIDENCE, 63.5
 HZ1216'FEET NORTHEAST OF POWER POLE WITH TRANSFORMER, 46.1 FEET NORTH OF THE
 HZ1216'EAST END OF IRON GATE, 3.6 FEET SOUTH-SOUTHWEST OF A METAL
 HZ1216'WITNESS POST AND SIGN AND 2.0 FEET SOUTHWEST OF FENCE CORNER. THE
 HZ1216'MARK IS FLUSH AND THE DISK IS STAMPED I71-T7-1960.
 HZ1216'
 HZ1216'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ1216'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ1216'
 HZ1216'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HZ1216
 HZ1216                          STATION RECOVERY (1960)
 HZ1216
 HZ1216'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1216'2 MI NW FROM CRESTWOOD.
 HZ1216'TO REACH FROM THE POST OFFICE IN CRESTWOOD, GO WEST ON STATE
 HZ1216'HIGHWAY 22 FOR 0.03 MILE TO JUNCTION WITH STATE HIGHWAY 329 RIGHT.
 HZ1216'TURN RIGHT AND GO NORTHWEST ON ROUTE 329 FOR 2.0 MILES TO A PRIVATE
 HZ1216'DRIVE LEFT.  TURN LEFT AND GO WEST ON DRIVE FOR 0.3 MILE TO A SHEET
 HZ1216'METAL BARN NEAR TOP OF HILL.  CONTINUE WEST ACROSS FIELD FOR 0.15
 HZ1216'MILE TO HIGHEST POINT AND STATION.  MARK IS APPROXIMATELY ON THE
 HZ1216'HIGHEST POINT OF HILL.  A KENTUCKY DEPARTMENT OF HIGHWAYS STATION
 HZ1216'MARK DISK SET IN CONCRETE POST 12 INCHES BELOW THE SURFACE AND
 HZ1216'IS STAMPED I71-T7-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1213 ***********************************************************************
 HZ1213  DESIGNATION -  I71 T 7 AZ MK
 HZ1213  PID         -  HZ1213
 HZ1213  STATE/COUNTY-  KY/OLDHAM
 HZ1213  USGS QUAD   -  CRESTWOOD (1993)
 HZ1213
 HZ1213                         *CURRENT SURVEY CONTROL
 HZ1213  ___________________________________________________________________
 HZ1213* NAD 83(1986)-  38 21 04.     (N)    085 29 20.     (W)     SCALED    
 HZ1213* NAVD 88     -       232.277  (meters)     762.06   (feet)  ADJUSTED  
 HZ1213  ___________________________________________________________________
 HZ1213  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ1213  DYNAMIC HT  -         232.120 (meters)     761.55  (feet)  COMP
 HZ1213  MODELED GRAV-     979,950.0   (mgal)                       NAVD 88
 HZ1213
 HZ1213  VERT ORDER  -  SECOND    CLASS 0
 HZ1213
 HZ1213.The horizontal coordinates were scaled from a topographic map and have
 HZ1213.an estimated accuracy of +/- 6 seconds.
 HZ1213
 HZ1213.The orthometric height was determined by differential leveling
 HZ1213.and adjusted by the National Geodetic Survey in June 1991..
 HZ1213
 HZ1213.The geoid height was determined by GEOID03.
 HZ1213
 HZ1213.The dynamic height is computed by dividing the NAVD 88
 HZ1213.geopotential number by the normal gravity value computed on the
 HZ1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1213.degrees latitude (g = 980.6199 gals.).
 HZ1213
 HZ1213.The modeled gravity was interpolated from observed gravity values.
 HZ1213
 HZ1213;                    North         East    Units  Estimated Accuracy
 HZ1213;SPC KY1Z     - 1,223,970.    1,522,820.      MT  (+/- 180 meters Scaled)
 HZ1213
 HZ1213                          SUPERSEDED SURVEY CONTROL
 HZ1213
 HZ1213  NGVD 29 (??/??/92)  232.437  (m)          762.59   (f) ADJ UNCH    2 0
 HZ1213
 HZ1213.Superseded values are not recommended for survey control.
 HZ1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1213.See file dsdata.txt to determine how the superseded data were derived.
 HZ1213
 HZ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH320458(NAD 83)
 HZ1213_MARKER: DD = SURVEY DISK
 HZ1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1213_STAMPING: I71-T7-1960
 HZ1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1213+STABILITY: SURFACE MOTION
 HZ1213
 HZ1213  HISTORY     - Date     Condition        Report By
 HZ1213  HISTORY     - 1960     MONUMENTED       PAS
 HZ1213
 HZ1213                          STATION DESCRIPTION
 HZ1213
 HZ1213'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1213'2.1 MI NW FROM CRESTWOOD.
 HZ1213'TO REACH FROM THE POST OFFICE IN CRESTWOOD, GO WEST ON STATE
 HZ1213'HIGHWAY 22 FOR 0.03 MILE TO JUNCTION WITH STATE HIGHWAY 329
 HZ1213'RIGHT.  TURN RIGHT AND GO NORTHWEST ON ROUTE 329 FOR 2.1 MILES
 HZ1213'TO A PRIVATE DRIVE NORTHEAST TO CARDENS RESIDENCE.  TURN RIGHT AND
 HZ1213'GO NORTHEAST ON DRIVE FOR 0.15 MILE TO RESIDENCE AND MARK.
 HZ1213'MARK IS 96.5 FEET WEST OF NOTHWEST CORNER OF HOUSE, 63.5 FEET
 HZ1213'NORTHEAST OF POWER POLE WITH TRANSFORMER, 46.1 FEET NORTH OF
 HZ1213'EAST END OF IRON GATE, 3.6 FEET SOUTH-SOUTHWEST OF A METAL
 HZ1213'WITNESS POST AND SIGN, 2.0 FEET SOUTHWEST OF FENCE CORNER.  A
 HZ1213'KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN
 HZ1213'CONCRETE POST FLUSH WITH GROUND AND STAMPED I71-T7-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1215 ***********************************************************************
 HZ1215  DESIGNATION -  I71 T 7 RM 1
 HZ1215  PID         -  HZ1215
 HZ1215  STATE/COUNTY-  KY/OLDHAM
 HZ1215  USGS QUAD   -  CRESTWOOD (1993)
 HZ1215
 HZ1215                         *CURRENT SURVEY CONTROL
 HZ1215  ___________________________________________________________________
 HZ1215* NAD 83(1986)-  38 20 53.     (N)    085 29 55.     (W)     SCALED    
 HZ1215* NAVD 88     -       237.080  (meters)     777.82   (feet)  ADJUSTED  
 HZ1215  ___________________________________________________________________
 HZ1215  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ1215  DYNAMIC HT  -         236.921 (meters)     777.30  (feet)  COMP
 HZ1215  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 HZ1215
 HZ1215  VERT ORDER  -  SECOND    CLASS 0
 HZ1215
 HZ1215.The horizontal coordinates were scaled from a topographic map and have
 HZ1215.an estimated accuracy of +/- 6 seconds.
 HZ1215
 HZ1215.The orthometric height was determined by differential leveling
 HZ1215.and adjusted by the National Geodetic Survey in June 1991..
 HZ1215
 HZ1215.The geoid height was determined by GEOID03.
 HZ1215
 HZ1215.The dynamic height is computed by dividing the NAVD 88
 HZ1215.geopotential number by the normal gravity value computed on the
 HZ1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1215.degrees latitude (g = 980.6199 gals.).
 HZ1215
 HZ1215.The modeled gravity was interpolated from observed gravity values.
 HZ1215
 HZ1215;                    North         East    Units  Estimated Accuracy
 HZ1215;SPC KY1Z     - 1,223,630.    1,521,970.      MT  (+/- 180 meters Scaled)
 HZ1215
 HZ1215                          SUPERSEDED SURVEY CONTROL
 HZ1215
 HZ1215  NGVD 29 (??/??/92)  237.240  (m)          778.34   (f) ADJ UNCH    2 0
 HZ1215
 HZ1215.Superseded values are not recommended for survey control.
 HZ1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1215.See file dsdata.txt to determine how the superseded data were derived.
 HZ1215
 HZ1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH311455(NAD 83)
 HZ1215_MARKER: DD = SURVEY DISK
 HZ1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1215_STAMPING: I71-T7-NO 1-1960
 HZ1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1215+STABILITY: SURFACE MOTION
 HZ1215
 HZ1215  HISTORY     - Date     Condition        Report By
 HZ1215  HISTORY     - 1960     MONUMENTED       PAS
 HZ1215
 HZ1215                          STATION DESCRIPTION
 HZ1215
 HZ1215'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1215'2 MI NW FROM CRESTWOOD.
 HZ1215'TO REACH FROM THE POST OFFICE IN CRESTWOOD, GO WEST ON STATE
 HZ1215'HIGHWAY 22 FOR 0.03 MILE TO JUNCTION WITH STATE HIGHWAY 329
 HZ1215'RIGHT.  TURN RIGHT AND GO NORTHWEST ON ROUTE 329 FOR 2.0
 HZ1215'MILES TO A PRIVATE DRIVE LEFT.  TURN LEFT AND GO WEST ON
 HZ1215'DRIVE FOR 0.3 MILE TO A SHEET METAL BARN NEAR TOP OF HILL.
 HZ1215'MARK IS ABOUT 475 FEET NORTH OF THE HIGHEST POINT OF HILL, 4.3
 HZ1215'FEET EAST OF A METAL WITNESS POST AND SIGN, 1.2 FEET SOUTH OF
 HZ1215'WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK
 HZ1215'DISK SET IN CONCRETE POST FLUSH WITH GROUND AND STAMPED I71-77
 HZ1215'NO. 1-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1217 ***********************************************************************
 HZ1217  DESIGNATION -  I71 T 7 RM 2
 HZ1217  PID         -  HZ1217
 HZ1217  STATE/COUNTY-  KY/OLDHAM
 HZ1217  USGS QUAD   -  CRESTWOOD (1993)
 HZ1217
 HZ1217                         *CURRENT SURVEY CONTROL
 HZ1217  ___________________________________________________________________
 HZ1217* NAD 83(1986)-  38 20 49.     (N)    085 29 55.     (W)     SCALED    
 HZ1217* NAVD 88     -       235.347  (meters)     772.13   (feet)  ADJUSTED  
 HZ1217  ___________________________________________________________________
 HZ1217  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ1217  DYNAMIC HT  -         235.188 (meters)     771.61  (feet)  COMP
 HZ1217  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 HZ1217
 HZ1217  VERT ORDER  -  SECOND    CLASS 0
 HZ1217
 HZ1217.The horizontal coordinates were scaled from a topographic map and have
 HZ1217.an estimated accuracy of +/- 6 seconds.
 HZ1217
 HZ1217.The orthometric height was determined by differential leveling
 HZ1217.and adjusted by the National Geodetic Survey in June 1991..
 HZ1217
 HZ1217.The geoid height was determined by GEOID03.
 HZ1217
 HZ1217.The dynamic height is computed by dividing the NAVD 88
 HZ1217.geopotential number by the normal gravity value computed on the
 HZ1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1217.degrees latitude (g = 980.6199 gals.).
 HZ1217
 HZ1217.The modeled gravity was interpolated from observed gravity values.
 HZ1217
 HZ1217;                    North         East    Units  Estimated Accuracy
 HZ1217;SPC KY1Z     - 1,223,510.    1,521,970.      MT  (+/- 180 meters Scaled)
 HZ1217
 HZ1217                          SUPERSEDED SURVEY CONTROL
 HZ1217
 HZ1217  NGVD 29 (??/??/92)  235.507  (m)          772.66   (f) ADJ UNCH    2 0
 HZ1217
 HZ1217.Superseded values are not recommended for survey control.
 HZ1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1217.See file dsdata.txt to determine how the superseded data were derived.
 HZ1217
 HZ1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH311453(NAD 83)
 HZ1217_MARKER: DD = SURVEY DISK
 HZ1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1217_STAMPING: I71-T7 NO 2-1960
 HZ1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1217+STABILITY: SURFACE MOTION
 HZ1217
 HZ1217  HISTORY     - Date     Condition        Report By
 HZ1217  HISTORY     - 1960     MONUMENTED       PAS
 HZ1217
 HZ1217                          STATION DESCRIPTION
 HZ1217
 HZ1217'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1217'2 MI NW FROM CRESTWOOD.
 HZ1217'TO REACH FROM THE POST OFFICE IN CRESTWOOD, GO WEST ON STATE HIGHWAY
 HZ1217'22 FOR 0.03 MILE TO JUNCTION WITH STATE HIGHWAY 329 RIGHT.  TURN
 HZ1217'RIGHT AND GO NORTHWEST ON ROUTE 329 FOR 2.0 MILES TO A PRIVATE
 HZ1217'DRIVE LEFT.  TURN LEFT AND GO WEST ON DRIVE FOR 0.3 MILE TO A
 HZ1217'SHEET METAL BARN NEAR TOP OF HILL.  MARK IS APPROXIMATELY 400
 HZ1217'FEET WEST OF HIGHEST POINT OF HILL, 3.0 FEET NORTH OF A METAL
 HZ1217'WITNESS POST AND SIGN, 1.0 FOOT EAST OF WIRE FENCE.  A KENTUCKY
 HZ1217'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE POST
 HZ1217'FLUSH WITH GROUND AND STAMPED I71-T7-NO. 2-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1211 ***********************************************************************
 HZ1211  DESIGNATION -  I71 T 8
 HZ1211  PID         -  HZ1211
 HZ1211  STATE/COUNTY-  KY/OLDHAM
 HZ1211  USGS QUAD   -  CRESTWOOD (1993)
 HZ1211
 HZ1211                         *CURRENT SURVEY CONTROL
 HZ1211  ___________________________________________________________________
 HZ1211* NAD 83(1993)-  38 21 32.37717(N)    085 28 21.25202(W)     ADJUSTED  
 HZ1211* NAVD 88     -       247.115  (meters)     810.74   (feet)  ADJUSTED  
 HZ1211  ___________________________________________________________________
 HZ1211  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 HZ1211  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HZ1211  DYNAMIC HT  -         246.949 (meters)     810.20  (feet)  COMP
 HZ1211  MODELED GRAV-     979,950.4   (mgal)                       NAVD 88
 HZ1211
 HZ1211  HORZ ORDER  -  SECOND
 HZ1211  VERT ORDER  -  SECOND    CLASS 0
 HZ1211
 HZ1211.The horizontal coordinates were established by classical geodetic methods
 HZ1211.and adjusted by the National Geodetic Survey in December 1995..
 HZ1211
 HZ1211.The orthometric height was determined by differential leveling
 HZ1211.and adjusted by the National Geodetic Survey in June 1991..
 HZ1211
 HZ1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1211
 HZ1211.The geoid height was determined by GEOID03.
 HZ1211
 HZ1211.The dynamic height is computed by dividing the NAVD 88
 HZ1211.geopotential number by the normal gravity value computed on the
 HZ1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1211.degrees latitude (g = 980.6199 gals.).
 HZ1211
 HZ1211.The modeled gravity was interpolated from observed gravity values.
 HZ1211
 HZ1211;                    North         East     Units Scale Factor Converg.
 HZ1211;SPC KY1Z     - 1,224,852.046 1,524,246.611   MT  0.99994034   +0 10 13.2
 HZ1211;SPC KY1Z     - 4,018,535.42  5,000,799.09   sFT  0.99994034   +0 10 13.2
 HZ1211;SPC KY N     -    96,054.711   393,151.246   MT  0.99996386   -0 45 37.9
 HZ1211;SPC KY N     -   315,139.50  1,289,863.71   sFT  0.99996386   -0 45 37.9
 HZ1211;UTM  16      - 4,246,751.392   633,451.569   MT  0.99981933   +0 56 53.0
 HZ1211
 HZ1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1211!SPC KY1Z     -   0.99996646  x   0.99994034  =   0.99990681
 HZ1211!SPC KY N     -   0.99996646  x   0.99996386  =   0.99993033
 HZ1211!UTM  16      -   0.99996646  x   0.99981933  =   0.99978580
 HZ1211
 HZ1211:                Primary Azimuth Mark                     Grid Az
 HZ1211:SPC KY1Z     -  BUCKNER CLAYTON LAMBERT CO TK            046 28 01.2
 HZ1211:SPC KY N     -  BUCKNER CLAYTON LAMBERT CO TK            047 23 52.3
 HZ1211:UTM  16      -  BUCKNER CLAYTON LAMBERT CO TK            045 41 21.4
 HZ1211
 HZ1211|---------------------------------------------------------------------|
 HZ1211| PID    Reference Object                     Distance      Geod. Az  |
 HZ1211|                                                           dddmmss.s |
 HZ1211| HZ2106 BUCKNER CLAYTON LAMBERT CO TK       APPROX. 4.5 KM 0463814.4 |
 HZ1211| HZ1209 I71 T 8 RM 1                                       08455     |
 HZ1211| HZ1210 I71 T 8 RM 2                                       15815     |
 HZ1211| CG8156 I71 T 8 AZ MK                                      2970028.2 |
 HZ1211|---------------------------------------------------------------------|
 HZ1211
 HZ1211                          SUPERSEDED SURVEY CONTROL
 HZ1211
 HZ1211  NAD 83(1986)-  38 21 32.38097(N)    085 28 21.25935(W) AD(       ) 2
 HZ1211  NAD 27      -  38 21 32.14280(N)    085 28 21.41470(W) AD(       ) 2
 HZ1211  NGVD 29 (??/??/92)  247.275  (m)          811.27   (f) ADJ UNCH    2 0
 HZ1211
 HZ1211.Superseded values are not recommended for survey control.
 HZ1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1211.See file dsdata.txt to determine how the superseded data were derived.
 HZ1211
 HZ1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3345246751(NAD 83)
 HZ1211_MARKER: DD = SURVEY DISK
 HZ1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1211_STAMPING: I71-T8-1960
 HZ1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1211+STABILITY: SURFACE MOTION
 HZ1211
 HZ1211  HISTORY     - Date     Condition        Report By
 HZ1211  HISTORY     - 1960     MONUMENTED       KYHD
 HZ1211  HISTORY     - 1960     GOOD             PAS
 HZ1211
 HZ1211                          STATION DESCRIPTION
 HZ1211
 HZ1211'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1960 (EB)
 HZ1211'THE STATION IS LOCATED ABOUT 2.3 MILES NORTHEAST OF CRESTWOOD AND
 HZ1211'ABOUT 6.5 MILES SOUTHWEST OF LAGRANGE ON LAND OWNED BY MR.
 HZ1211'WILLIAM ZARTH, AND IN A CULTIVATED FIELD.
 HZ1211'
 HZ1211'TO REACH THE STATION FROM THE POST OFFICE IN CRESTWOOD, GO EAST ON
 HZ1211'STATE HIGHWAY 22 FOR 0.2 MILE TO JUNCTION WITH STATE HIGHWAY
 HZ1211'146. CONTINUE NORTHEAST ON STATE HIGHWAY 146 FOR 2.15 MILES TO A
 HZ1211'GRAVEL ROAD LEFT. TURN LEFT AND GO NORTHWEST ON GRAVEL RD. FOR
 HZ1211'0.55 MILE TO DRIVE RIGHT. TURN RIGHT AND GO NORTHEAST ON DRIVE FOR
 HZ1211'0.05 MILE TO MR.  ZARTHS RESIDENCE AND STATION SITE.
 HZ1211'
 HZ1211'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHWEST ON
 HZ1211'GRAVEL ROAD FOR 0.3 MILE TO DRIVE RIGHT. TURN RIGHT AND GO
 HZ1211'NORTHEAST ON DRIVE FOR 0.15 MILE TO MARK ON THE RIGHT.
 HZ1211'
 HZ1211'THE STATION MARK IS LOCATED ABOUT 175 FEET NORTH OF THE NORTHEAST
 HZ1211'CORNER OF MR. ZARTHS RESIDENCE, 86.5 FEET NORTHWEST OF
 HZ1211'THE NORTHEAST CORNER OF A CONCRETE BLOCK STORAGE BLDG., 94 FEET
 HZ1211'WEST-NORTHWEST OF GAP AT ENTRANCE TO FIELD. THE MARK IS 12
 HZ1211'INCHES BELOW THE SURFACE AND THE DISK IS STAMPED I71-T8-1960.
 HZ1211'
 HZ1211'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 61 FEET NORTH OF THE
 HZ1211'NORTHEAST CORNER OF BARN, 1.0 FOOT NORTHWEST OF WIRE FENCE.
 HZ1211'THE MARK IS FLUSH AND THE DISK IS STAMPED I71-T8-NO.1-1960.
 HZ1211'
 HZ1211'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION, 4.5 FEET WEST OF THE
 HZ1211'NORTHEAST CORNER OF CONCRETE BLOCK STORAGE BUILDING 2.9
 HZ1211'FEET WEST OF A METAL WITNESS POST AND SIGN. THE MARK IS FLUSH AND THE
 HZ1211'DISK IS STAMPED I71-T8-NO. 2-1960.
 HZ1211'
 HZ1211'AZIMUTH MK. IS ABOUT 0.3 MILE NORTHWEST OF STATION, 87.8 FEET WEST OF
 HZ1211'THE S. W. CORNER OF ONE-STORY DWELLING, 57.5 FEET
 HZ1211'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF CONCRETE BLOCK GARAGE, 35
 HZ1211'FEET SOUTH OF CENTER OF DRIVE, 3.3 FEET SOUTH-SOUTHWEST OF A
 HZ1211'METAL WITNESS POST AND SIGN AND 1.3 FEET NORTHWEST OF FENCE CORNER.
 HZ1211'THE MARK IS FLUSH AND THE DISK IS STAMPED I71-T8-1960.
 HZ1211'
 HZ1211'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ1211'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ1211'
 HZ1211'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HZ1211
 HZ1211                          STATION RECOVERY (1960)
 HZ1211
 HZ1211'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1211'2.3 MI NE FROM CRESTWOOD.
 HZ1211'TO REACH THE STATION FROM THE POST OFFICE IN CRESTWOOD, GO EAST
 HZ1211'ON STATE HIGHWAY 22 FOR 0.2 MILE TO JUNCTION WITH STATE HIGHWAY
 HZ1211'146, CONTINUE NORTHEAST ON ROUTE 146 FOR 2.15 MILES TO GRAVEL
 HZ1211'ROAD LEFT, TURN LEFT AND GO NORTHWEST FOR 0.55 MILE TO DRIVE
 HZ1211'RIGHT, TURN RIGHT AND GO NORTHEAST ON DRIVE FOR 0.05 MILE TO
 HZ1211'ZARTHS RESIDENCE AND STATION SITE.  MARK IS ABOUT 175 FEET
 HZ1211'NORTH OF THE NORTHEAST CORNER OF RESIDENCE, 86.5 FEET NORTHWEST
 HZ1211'OF THE NORTHEAST CORNER OF A CONCRETE BLOCK STORAGE BUILDING,
 HZ1211'94 FEET WEST-NORTHWEST OF GAP IN ENTRNCE TO FIELD.  A STANDARD
 HZ1211'KENTUCKY DEPARTMENT OF HIGHWAYS STATION MARK DISK SET IN CONCRETE
 HZ1211'POST 12 INCHES BELOW THE GROUND SURFACE AND STAMPED I71-T8-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2102 ***********************************************************************
 HZ2102  DESIGNATION -  I71 T 9
 HZ2102  PID         -  HZ2102
 HZ2102  STATE/COUNTY-  KY/OLDHAM
 HZ2102  USGS QUAD   -  CRESTWOOD (1993)
 HZ2102
 HZ2102                         *CURRENT SURVEY CONTROL
 HZ2102  ___________________________________________________________________
 HZ2102* NAD 83(1993)-  38 21 28.34709(N)    085 27 29.29238(W)     ADJUSTED  
 HZ2102* NAVD 88     -       257.0    (meters)     843.     (feet)  VERTCON   
 HZ2102  ___________________________________________________________________
 HZ2102  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HZ2102  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HZ2102
 HZ2102  HORZ ORDER  -  SECOND
 HZ2102
 HZ2102.The horizontal coordinates were established by classical geodetic methods
 HZ2102.and adjusted by the National Geodetic Survey in December 1995..
 HZ2102
 HZ2102.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2102
 HZ2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2102
 HZ2102.The geoid height was determined by GEOID03.
 HZ2102
 HZ2102;                    North         East     Units Scale Factor Converg.
 HZ2102;SPC KY1Z     - 1,224,731.637 1,525,508.420   MT  0.99994017   +0 10 45.1
 HZ2102;SPC KY1Z     - 4,018,140.38  5,004,938.87   sFT  0.99994017   +0 10 45.1
 HZ2102;SPC KY N     -    95,913.817   394,410.962   MT  0.99996389   -0 45 05.6
 HZ2102;SPC KY N     -   314,677.25  1,293,996.63   sFT  0.99996389   -0 45 05.6
 HZ2102;UTM  16      - 4,246,648.135   634,714.746   MT  0.99982350   +0 57 25.1
 HZ2102
 HZ2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2102!SPC KY1Z     -   0.99996491  x   0.99994017  =   0.99990508
 HZ2102!SPC KY N     -   0.99996491  x   0.99996389  =   0.99992880
 HZ2102!UTM  16      -   0.99996491  x   0.99982350  =   0.99978841
 HZ2102
 HZ2102:                Primary Azimuth Mark                     Grid Az
 HZ2102:SPC KY1Z     -  BUCKNER CLAYTON LAMBERT CO TK            031 44 49.5
 HZ2102:SPC KY N     -  BUCKNER CLAYTON LAMBERT CO TK            032 40 40.2
 HZ2102:UTM  16      -  BUCKNER CLAYTON LAMBERT CO TK            030 58 09.5
 HZ2102
 HZ2102|---------------------------------------------------------------------|
 HZ2102| PID    Reference Object                     Distance      Geod. Az  |
 HZ2102|                                                           dddmmss.s |
 HZ2102| HZ2106 BUCKNER CLAYTON LAMBERT CO TK       APPROX. 3.8 KM 0315534.6 |
 HZ2102| CG8157 I71 T 9 AZ MK                                      0585621.3 |
 HZ2102| CG8158 I71 T 9 RM 1                        105.572 METERS 22032     |
 HZ2102| CG8159 I71 T 9 RM 2                         95.072 METERS 31758     |
 HZ2102|---------------------------------------------------------------------|
 HZ2102
 HZ2102                          SUPERSEDED SURVEY CONTROL
 HZ2102
 HZ2102  NAD 83(1986)-  38 21 28.35093(N)    085 27 29.29997(W) AD(       ) 2
 HZ2102  NAD 27      -  38 21 28.11350(N)    085 27 29.45540(W) AD(       ) 2
 HZ2102  NGVD 29 (07/19/86)  257.2    (m)          844.     (f) VERT ANG       
 HZ2102
 HZ2102.Superseded values are not recommended for survey control.
 HZ2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2102.See file dsdata.txt to determine how the superseded data were derived.
 HZ2102
 HZ2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3471546648(NAD 83)
 HZ2102_MARKER: DD = SURVEY DISK
 HZ2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2102_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2102
 HZ2102  HISTORY     - Date     Condition        Report By
 HZ2102  HISTORY     - 1960     MONUMENTED       KYHD
 HZ2102
 HZ2102                          STATION DESCRIPTION
 HZ2102
 HZ2102'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1960 (EB)
 HZ2102'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHEAST OF CRESTWOOD AND
 HZ2102'ABOUT 6 MILES SOUTHWEST OF LAGRANGE. IT IS IN AN OPEN PASTURE
 HZ2102'AND ON LAND OWNED BY MR. E. H. ROEDERER.
 HZ2102'
 HZ2102'TO REACH THE STATION FROM THE POST OFFICE IN CRESTWOOD, GO EAST ON
 HZ2102'STATE HIGHWAY 22 FOR 0.2 MILE TO JUNCTION WITH STATE HIGHWAY
 HZ2102'146. CONTINUE NORTHEAST ON STATE HIGHWAY 146 FOR 2.85 MILES TO A
 HZ2102'PRIVATE DRIVE LEFT. NOTE. TURN LEFT AND GO NORTHWEST ON PRIVATE
 HZ2102'DRIVE FOR 0.15 MILE TO A SHARP CURVE IN DRIVE TO THE RIGHT. CONTINUE
 HZ2102'WEST ON FARM ROAD ACROSS PASTURE FOR 0.1 MILE TO TWO GATES.
 HZ2102'TURN LEFT THROUGH GATE AND CONTINUE SOUTHWEST ACROSS PASTURE FOR 0.1
 HZ2102'MILE TO TOP OF HILL AND STATION.
 HZ2102'
 HZ2102'NOTE- TO REACH AZ. MK. FROM THIS POINT, CONTINUE NORTHEAST ON STATE
 HZ2102'HIGHWAY 146 FOR 0.5 MILE TO MARK ON THE RIGHT.
 HZ2102'
 HZ2102'STATION MARK IS LOCATED APPROXIMATELY 65 FEET WEST OF THE HIGHEST
 HZ2102'POINT OF HILL. THE MARK IS 12 INCHES BELOW THE SURFACE AND THE
 HZ2102'DISK IS STAMPED I71-T9-1960.
 HZ2102'
 HZ2102'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, ABOUT 103 FEET
 HZ2102'SOUTHEAST OF A 4 INCH WILD CHERRY TREE, 27 FEET NORTHWEST OF
 HZ2102'A 4 INCH HACKBERRY TREE, 0.6 FEET EAST OF WIRE FENCE. THE MARK IS
 HZ2102'FLUSH AND THE DISK IS STAMPED I71-T9-NO. 1-1960.
 HZ2102'
 HZ2102'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, ABOUT 205 FEET E.
 HZ2102'OF A 36 INCH SYCAMORE TREE, 5.5 FEET WEST OF FENCE CORNER, 3.8
 HZ2102'FEET EAST OF EAST GATE POST AND 1.2 FEET SOUTH OF WIRE FENCE. THE
 HZ2102'MARK IS FLUSH AND THE DISK IS STAMPED I71-T9-NO. 2-1960.
 HZ2102'
 HZ2102'AZIMUTH MARK IS ABOUT 0.7 MILE NORTHEAST OF STATION, ABOUT 123 FEET
 HZ2102'E.  OF INTERSECTION OF HIGHWAY 146 AND DRIVE NORTH TO BRICK
 HZ2102'HOUSE, 71 FEET SOUTHEAST OF CENTER OF HIGHWAY 146, 16.3 FEET
 HZ2102'NORTHWEST OF NORTH RAIL OF L AND N R.R., 3.3 FEET SOUTH-SOUTHEAST
 HZ2102'OF TELEPHONE POLE AND 2.7 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 HZ2102'POST AND SIGN. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HZ2102'STAMPED I71-T9-1960.
 HZ2102'
 HZ2102'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ2102'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ2102'
 HZ2102'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0421 ***********************************************************************
 GB0421  DESIGNATION -  I75 L 1
 GB0421  PID         -  GB0421
 GB0421  STATE/COUNTY-  KY/WHITLEY
 GB0421  USGS QUAD   -  VOX (1982)
 GB0421
 GB0421                         *CURRENT SURVEY CONTROL
 GB0421  ___________________________________________________________________
 GB0421* NAD 83(1986)-  36 54 40.     (N)    084 10 34.     (W)     SCALED    
 GB0421* NAVD 88     -       355.553  (meters)    1166.51   (feet)  ADJUSTED  
 GB0421  ___________________________________________________________________
 GB0421  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GB0421  DYNAMIC HT  -         355.266 (meters)    1165.57  (feet)  COMP
 GB0421  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 GB0421
 GB0421  VERT ORDER  -  SECOND    CLASS 0
 GB0421
 GB0421.The horizontal coordinates were scaled from a topographic map and have
 GB0421.an estimated accuracy of +/- 6 seconds.
 GB0421
 GB0421.The orthometric height was determined by differential leveling
 GB0421.and adjusted by the National Geodetic Survey in June 1991..
 GB0421
 GB0421.The geoid height was determined by GEOID03.
 GB0421
 GB0421.The dynamic height is computed by dividing the NAVD 88
 GB0421.geopotential number by the normal gravity value computed on the
 GB0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0421.degrees latitude (g = 980.6199 gals.).
 GB0421
 GB0421.The modeled gravity was interpolated from observed gravity values.
 GB0421
 GB0421;                    North         East    Units  Estimated Accuracy
 GB0421;SPC KY1Z     - 1,065,310.    1,640,260.      MT  (+/- 180 meters Scaled)
 GB0421
 GB0421                          SUPERSEDED SURVEY CONTROL
 GB0421
 GB0421  NGVD 29 (??/??/92)  355.708  (m)         1167.02   (f) ADJ UNCH    2 0
 GB0421
 GB0421.Superseded values are not recommended for survey control.
 GB0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0421.See file dsdata.txt to determine how the superseded data were derived.
 GB0421
 GB0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF515887(NAD 83)
 GB0421_MARKER: DD = SURVEY DISK
 GB0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0421_STAMPING: I-75 L-1 1961
 GB0421_MARK LOGO: KYDT  
 GB0421_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0421+STABILITY: SURFACE MOTION
 GB0421
 GB0421  HISTORY     - Date     Condition        Report By
 GB0421  HISTORY     - 1961     MONUMENTED       PAS
 GB0421  HISTORY     - 1962     GOOD             NGS
 GB0421  HISTORY     - 19930801 GOOD             KYDT
 GB0421
 GB0421                          STATION DESCRIPTION
 GB0421
 GB0421'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GB0421'7.1 MI W FROM CORBIN.
 GB0421'ABOUT 6.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 25 W FROM THE POST
 GB0421'OFFICE AT CORBIN, THENCE ABOUT 0.9 MILE NORTHEAST ALONG A GRAVEL
 GB0421'ROAD, AT TOP OF HILL, 24 FEET NORTHEAST OF THE INTERSECTION OF
 GB0421'ROAD AND WOODS ROAD NORTH, 17 FEET SOUTHEAST OF THE CENTER OF
 GB0421'WOODS ROAD, 2.7 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN
 GB0421'AND ABOUT 2 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT OF
 GB0421'HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 GB0421'2 INCHES AND STAMPED I-75 L-1 1961.
 GB0421
 GB0421                          STATION RECOVERY (1962)
 GB0421
 GB0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0421'RECOVERED IN GOOD CONDITION.
 GB0421
 GB0421                          STATION RECOVERY (1993)
 GB0421
 GB0421'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0421'2.3 MILES (3.7 KM) SOUTHWEST ALONG US 25 W FROM I 75 INTERCHANGE IN
 GB0421'CORBIN, THENCE .8 MILE (1.3 KM) NORTHWEST ALONG HIGHTOP ROAD TO MARK
 GB0421'ON RIGHT, 22.5 FEET (6.9 M) NORTHEAST OF CENTERLINE OF HIGHTOP ROAD,
 GB0421'17 FEET (5.2 M) SOUTHEAST OF CENTER OF GRAVEL DRIVE TO THE NORTH, 2.7
 GB0421'FEET (0.8 M) SOUTHWEST OF METAL WITNESS POST AND SIGN, ABOUT 2 FEET
 GB0421'(0.6 M) HIGHER THAN ROAD AND UNDER WHITE PLANK FENCE LINE.  A KYDT
 GB0421'MARK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0420 ***********************************************************************
 GB0420  DESIGNATION -  I75 L 1 A
 GB0420  PID         -  GB0420
 GB0420  STATE/COUNTY-  KY/WHITLEY
 GB0420  USGS QUAD   -  VOX (1982)
 GB0420
 GB0420                         *CURRENT SURVEY CONTROL
 GB0420  ___________________________________________________________________
 GB0420* NAD 83(1986)-  36 55 13.     (N)    084 11 07.     (W)     SCALED    
 GB0420* NAVD 88     -       362.529  (meters)    1189.40   (feet)  ADJUSTED  
 GB0420  ___________________________________________________________________
 GB0420  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB0420  DYNAMIC HT  -         362.238 (meters)    1188.44  (feet)  COMP
 GB0420  MODELED GRAV-     979,815.9   (mgal)                       NAVD 88
 GB0420
 GB0420  VERT ORDER  -  SECOND    CLASS 0
 GB0420
 GB0420.The horizontal coordinates were scaled from a topographic map and have
 GB0420.an estimated accuracy of +/- 6 seconds.
 GB0420
 GB0420.The orthometric height was determined by differential leveling
 GB0420.and adjusted by the National Geodetic Survey in June 1991..
 GB0420
 GB0420.The geoid height was determined by GEOID03.
 GB0420
 GB0420.The dynamic height is computed by dividing the NAVD 88
 GB0420.geopotential number by the normal gravity value computed on the
 GB0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0420.degrees latitude (g = 980.6199 gals.).
 GB0420
 GB0420.The modeled gravity was interpolated from observed gravity values.
 GB0420
 GB0420;                    North         East    Units  Estimated Accuracy
 GB0420;SPC KY1Z     - 1,066,310.    1,639,420.      MT  (+/- 180 meters Scaled)
 GB0420
 GB0420                          SUPERSEDED SURVEY CONTROL
 GB0420
 GB0420  NGVD 29 (??/??/92)  362.684  (m)         1189.91   (f) ADJ UNCH    2 0
 GB0420
 GB0420.Superseded values are not recommended for survey control.
 GB0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0420.See file dsdata.txt to determine how the superseded data were derived.
 GB0420
 GB0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF507897(NAD 83)
 GB0420_MARKER: DD = SURVEY DISK
 GB0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0420_STAMPING: I-75 L 1A 1961
 GB0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0420+STABILITY: SURFACE MOTION
 GB0420
 GB0420  HISTORY     - Date     Condition        Report By
 GB0420  HISTORY     - 1961     MONUMENTED       PAS
 GB0420  HISTORY     - 1962     GOOD             NGS
 GB0420  HISTORY     - 19930801 MARK NOT FOUND   KYDT
 GB0420
 GB0420                          STATION DESCRIPTION
 GB0420
 GB0420'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GB0420'7.9 MI W FROM CORBIN.
 GB0420'ABOUT 6.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 25 W FROM THE POST
 GB0420'OFFICE AT CORBIN, THENCE ABOUT 1.7 MILES NORTHWEST ALONG A
 GB0420'GRAVEL ROAD, 60.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GB0420'1 STORY FRAME HOUSE, 25 FEET SOUTHWEST OF THE CENTER OF ROAD,
 GB0420'16.3 FEET NORTHWEST OF A POWER POLE WITH TRANSFORMER, 7.2 FEET
 GB0420'SOUTHWEST OF FENCE CORNER, 2.7 FEET EAST OF METAL WITNESS POST
 GB0420'AND SIGN AND ABOUT LEVEL WITH ROAD.  A KENTUCKY DEPARTMENT OF
 GB0420'HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 GB0420'4 INCHES AND STAMPED I-75 L-1A 1961.
 GB0420
 GB0420                          STATION RECOVERY (1962)
 GB0420
 GB0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0420'RECOVERED IN GOOD CONDITION.
 GB0420
 GB0420                          STATION RECOVERY (1993)
 GB0420
 GB0420'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0607 ***********************************************************************
 GZ0607  DESIGNATION -  I75 L 10
 GZ0607  PID         -  GZ0607
 GZ0607  STATE/COUNTY-  KY/LAUREL
 GZ0607  USGS QUAD   -  LONDON SW (1979)
 GZ0607
 GZ0607                         *CURRENT SURVEY CONTROL
 GZ0607  ___________________________________________________________________
 GZ0607* NAD 83(1986)-  37 01 19.     (N)    084 09 54.     (W)     SCALED    
 GZ0607* NAVD 88     -       377.515  (meters)    1238.56   (feet)  ADJUSTED  
 GZ0607  ___________________________________________________________________
 GZ0607  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GZ0607  DYNAMIC HT  -         377.217 (meters)    1237.59  (feet)  COMP
 GZ0607  MODELED GRAV-     979,831.9   (mgal)                       NAVD 88
 GZ0607
 GZ0607  VERT ORDER  -  SECOND    CLASS 0
 GZ0607
 GZ0607.The horizontal coordinates were scaled from a topographic map and have
 GZ0607.an estimated accuracy of +/- 6 seconds.
 GZ0607
 GZ0607.The orthometric height was determined by differential leveling
 GZ0607.and adjusted by the National Geodetic Survey in June 1991..
 GZ0607
 GZ0607.The geoid height was determined by GEOID03.
 GZ0607
 GZ0607.The dynamic height is computed by dividing the NAVD 88
 GZ0607.geopotential number by the normal gravity value computed on the
 GZ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0607.degrees latitude (g = 980.6199 gals.).
 GZ0607
 GZ0607.The modeled gravity was interpolated from observed gravity values.
 GZ0607
 GZ0607;                    North         East    Units  Estimated Accuracy
 GZ0607;SPC KY1Z     - 1,077,620.    1,641,040.      MT  (+/- 180 meters Scaled)
 GZ0607
 GZ0607                          SUPERSEDED SURVEY CONTROL
 GZ0607
 GZ0607  NGVD 29 (??/??/92)  377.666  (m)         1239.06   (f) ADJ UNCH    2 0
 GZ0607
 GZ0607.Superseded values are not recommended for survey control.
 GZ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0607.See file dsdata.txt to determine how the superseded data were derived.
 GZ0607
 GZ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG522010(NAD 83)
 GZ0607_MARKER: DD = SURVEY DISK
 GZ0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0607_STAMPING: I 75 L 10 1961
 GZ0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0607+STABILITY: SURFACE MOTION
 GZ0607
 GZ0607  HISTORY     - Date     Condition        Report By
 GZ0607  HISTORY     - 1961     MONUMENTED       PAS
 GZ0607  HISTORY     - 1962     GOOD             PAS
 GZ0607
 GZ0607                          STATION DESCRIPTION
 GZ0607
 GZ0607'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0607'2 MI N FROM KEAVY.
 GZ0607'ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 312 FROM THE
 GZ0607'ELEMENTARY SCHOOL AT KEAVY TO THE JUNCTION OF STATE HIGHWAY
 GZ0607'363, THENCE ABOUT 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 363,
 GZ0607'THENCE ABOUT 0.75 MILE NORTHWEST ALONG A GRAVEL ROAD, 17 FEET
 GZ0607'SOUTHEAST OF THE INTERSECTION OF ROAD AND OLD DIRT ROAD
 GZ0607'NORTHWEST, 14 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 2.1 FEET
 GZ0607'NORTHWEST OF METAL WITNESS POST AND SIGN, 1.5 FEET NORTH OF WIRE
 GZ0607'FENCE AND ABOUT LEVEL WITH ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0607'BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 2 INCHES
 GZ0607'AND STAMPED I-75 L-10 1961.
 GZ0607
 GZ0607                          STATION RECOVERY (1962)
 GZ0607
 GZ0607'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1962
 GZ0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0107 ***********************************************************************
 HZ0107  DESIGNATION -  I75 L 100
 HZ0107  PID         -  HZ0107
 HZ0107  STATE/COUNTY-  KY/FAYETTE
 HZ0107  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0107
 HZ0107                         *CURRENT SURVEY CONTROL
 HZ0107  ___________________________________________________________________
 HZ0107* NAD 83(1986)-  38 06 13.     (N)    084 29 15.     (W)     SCALED    
 HZ0107* NAVD 88     -       287.801  (meters)     944.23   (feet)  ADJUSTED  
 HZ0107  ___________________________________________________________________
 HZ0107  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ0107  DYNAMIC HT  -         287.592 (meters)     943.54  (feet)  COMP
 HZ0107  MODELED GRAV-     979,894.2   (mgal)                       NAVD 88
 HZ0107
 HZ0107  VERT ORDER  -  SECOND    CLASS 0
 HZ0107
 HZ0107.The horizontal coordinates were scaled from a topographic map and have
 HZ0107.an estimated accuracy of +/- 6 seconds.
 HZ0107
 HZ0107.The orthometric height was determined by differential leveling
 HZ0107.and adjusted by the National Geodetic Survey in June 1991..
 HZ0107
 HZ0107.The geoid height was determined by GEOID03.
 HZ0107
 HZ0107.The dynamic height is computed by dividing the NAVD 88
 HZ0107.geopotential number by the normal gravity value computed on the
 HZ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0107.degrees latitude (g = 980.6199 gals.).
 HZ0107
 HZ0107.The modeled gravity was interpolated from observed gravity values.
 HZ0107
 HZ0107;                    North         East    Units  Estimated Accuracy
 HZ0107;SPC KY1Z     - 1,197,220.    1,610,720.      MT  (+/- 180 meters Scaled)
 HZ0107
 HZ0107                          SUPERSEDED SURVEY CONTROL
 HZ0107
 HZ0107  NGVD 29 (??/??/92)  287.963  (m)          944.76   (f) ADJ UNCH    2 0
 HZ0107
 HZ0107.Superseded values are not recommended for survey control.
 HZ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0107.See file dsdata.txt to determine how the superseded data were derived.
 HZ0107
 HZ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH202202(NAD 83)
 HZ0107_MARKER: DD = SURVEY DISK
 HZ0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0107_STAMPING: I75-L100 1960
 HZ0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0107+STABILITY: SURFACE MOTION
 HZ0107
 HZ0107  HISTORY     - Date     Condition        Report By
 HZ0107  HISTORY     - 1960     MONUMENTED       PAS
 HZ0107
 HZ0107                          STATION DESCRIPTION
 HZ0107
 HZ0107'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0107'4 MI N FROM LEXINGTON.
 HZ0107'ABOUT 2.0 MILES NORTHEAST ALONG NEWTON ROAD FROM THE INTERSECTION
 HZ0107'OF BELT LINE ROAD (U.S. HIGHWAYS 421 AND 25 BY-PASS) ON THE
 HZ0107'EAST SIDE OF LEXINGTON, TO THE ENTRANCE TO MAIN CHANCE FARM,
 HZ0107'THENCE NORTHWEST ALONG DRIVE TO MAINE CHANCE FARM FOR 0.15 MILE,
 HZ0107'99 FEET SOUTHWEST OF SOUTHWEST CORNER OF HORSE BARN, 66 FEET
 HZ0107'NORTH NORTHEAST OF A 24 INCH MAPLE TREE, 10 FEET NORTHEAST
 HZ0107'OF DRIVE, 7.5 FEET WEST NORTHWEST OF THE WEST END OF A STONE
 HZ0107'RETAINING WALL, 414 FEET EAST SOUTHEAST OF A POWER POLE.  A
 HZ0107'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 HZ0107'CONCRETE CYLINDER PROJECTING 1 INCH AND STAMPED I75-L100-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0514 ***********************************************************************
 HZ0514  DESIGNATION -  I75 L 101
 HZ0514  PID         -  HZ0514
 HZ0514  STATE/COUNTY-  KY/SCOTT
 HZ0514  USGS QUAD   -  GEORGETOWN (1993)
 HZ0514
 HZ0514                         *CURRENT SURVEY CONTROL
 HZ0514  ___________________________________________________________________
 HZ0514* NAD 83(1986)-  38 12 11.     (N)    084 31 57.     (W)     SCALED    
 HZ0514* NAVD 88     -       265.613  (meters)     871.43   (feet)  ADJUSTED  
 HZ0514  ___________________________________________________________________
 HZ0514  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HZ0514  DYNAMIC HT  -         265.420 (meters)     870.80  (feet)  COMP
 HZ0514  MODELED GRAV-     979,896.6   (mgal)                       NAVD 88
 HZ0514
 HZ0514  VERT ORDER  -  SECOND    CLASS 0
 HZ0514
 HZ0514.The horizontal coordinates were scaled from a topographic map and have
 HZ0514.an estimated accuracy of +/- 6 seconds.
 HZ0514
 HZ0514.The orthometric height was determined by differential leveling
 HZ0514.and adjusted by the National Geodetic Survey in June 1991..
 HZ0514
 HZ0514.The geoid height was determined by GEOID03.
 HZ0514
 HZ0514.The dynamic height is computed by dividing the NAVD 88
 HZ0514.geopotential number by the normal gravity value computed on the
 HZ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0514.degrees latitude (g = 980.6199 gals.).
 HZ0514
 HZ0514.The modeled gravity was interpolated from observed gravity values.
 HZ0514
 HZ0514;                    North         East    Units  Estimated Accuracy
 HZ0514;SPC KY1Z     - 1,208,200.    1,606,630.      MT  (+/- 180 meters Scaled)
 HZ0514
 HZ0514                          SUPERSEDED SURVEY CONTROL
 HZ0514
 HZ0514  NGVD 29 (??/??/92)  265.785  (m)          872.00   (f) ADJ UNCH    2 0
 HZ0514
 HZ0514.Superseded values are not recommended for survey control.
 HZ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0514.See file dsdata.txt to determine how the superseded data were derived.
 HZ0514
 HZ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH160312(NAD 83)
 HZ0514_MARKER: DD = SURVEY DISK
 HZ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0514_STAMPING: I75-L101-1960
 HZ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0514+STABILITY: SURFACE MOTION
 HZ0514
 HZ0514  HISTORY     - Date     Condition        Report By
 HZ0514  HISTORY     - 1960     MONUMENTED       PAS
 HZ0514
 HZ0514                          STATION DESCRIPTION
 HZ0514
 HZ0514'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0514'1 MI SE FROM GEORGETOWN.
 HZ0514'ABOUT 0.5 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 HZ0514'GEORGETOWN TO A GRADE CROSSING OF SOUTHERN RAILWAY, THENCE CONTINUE
 HZ0514'EAST ALONG GRAVEL ROAD FOR 0.95 MILE TO MARK ON THE RIGHT.  IT IS
 HZ0514'ABOUT 130 FEET WEST OF DRIVE NORTH TO A BARN, 38 FEET SOUTHEAST
 HZ0514'OF A POLE MARKING UNDERGROUND TELEPHONE CABLE, 14 FEET SOUTH
 HZ0514'OF CENTER OF ROAD, 2.7 FEET NORTHWEST OF POWER POLE, 1.5 FEET
 HZ0514'NORTH OF FENCE CORNER AND ABOUT 0.5 FOOT LOWER THAN ROAD.  A
 HZ0514'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A
 HZ0514'CONCRETE CYLINDER PROJECTING 1 INCH AND STAMPED I75-L101-1960.
 HZ0514'BENCH MARK IS 1.4 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0399 ***********************************************************************
 HZ0399  DESIGNATION -  I75 L 102
 HZ0399  PID         -  HZ0399
 HZ0399  STATE/COUNTY-  KY/SCOTT
 HZ0399  USGS QUAD   -  DELAPLAIN (1993)
 HZ0399
 HZ0399                         *CURRENT SURVEY CONTROL
 HZ0399  ___________________________________________________________________
 HZ0399* NAD 83(1986)-  38 15 02.     (N)    084 32 53.     (W)     SCALED    
 HZ0399* NAVD 88     -       263.116  (meters)     863.24   (feet)  ADJUSTED  
 HZ0399  ___________________________________________________________________
 HZ0399  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ0399  DYNAMIC HT  -         262.926 (meters)     862.62  (feet)  COMP
 HZ0399  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 HZ0399
 HZ0399  VERT ORDER  -  SECOND    CLASS 0
 HZ0399
 HZ0399.The horizontal coordinates were scaled from a topographic map and have
 HZ0399.an estimated accuracy of +/- 6 seconds.
 HZ0399
 HZ0399.The orthometric height was determined by differential leveling
 HZ0399.and adjusted by the National Geodetic Survey in June 1991..
 HZ0399
 HZ0399.The geoid height was determined by GEOID03.
 HZ0399
 HZ0399.The dynamic height is computed by dividing the NAVD 88
 HZ0399.geopotential number by the normal gravity value computed on the
 HZ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0399.degrees latitude (g = 980.6199 gals.).
 HZ0399
 HZ0399.The modeled gravity was interpolated from observed gravity values.
 HZ0399
 HZ0399;                    North         East    Units  Estimated Accuracy
 HZ0399;SPC KY1Z     - 1,213,460.    1,605,200.      MT  (+/- 180 meters Scaled)
 HZ0399
 HZ0399                          SUPERSEDED SURVEY CONTROL
 HZ0399
 HZ0399  NGVD 29 (??/??/92)  263.294  (m)          863.82   (f) ADJ UNCH    2 0
 HZ0399
 HZ0399.Superseded values are not recommended for survey control.
 HZ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0399.See file dsdata.txt to determine how the superseded data were derived.
 HZ0399
 HZ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH145364(NAD 83)
 HZ0399_MARKER: DD = SURVEY DISK
 HZ0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0399_SP_SET: CULVERT
 HZ0399_STAMPING: I75-L102 1965
 HZ0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0399
 HZ0399  HISTORY     - Date     Condition        Report By
 HZ0399  HISTORY     - 1965     MONUMENTED       PAS
 HZ0399  HISTORY     - 1984     MARK NOT FOUND   NGS
 HZ0399
 HZ0399                          STATION DESCRIPTION
 HZ0399
 HZ0399'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0399'1.7 MI N FROM GEORGETOWN.
 HZ0399'ABOUT 1.85 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE
 HZ0399'I-75 AND U.S. HIGHWAY 62 INTERCHANGE, WHICH IS ABOUT 1 1/2
 HZ0399'MILES NORTHEAST OF GEORGETOWN, ABOUT 0.1 MILE NORTH OF THE NORTH
 HZ0399'EXIT OF REST AREA AND 4395 FEET EAST OF THE CENTERLINE OF EAST
 HZ0399'LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HZ0399'DRILL HOLE IN THE TOP OF THE EAST END OF L SHAPED CONCRETE HEADWALL
 HZ0399'FOR CULVERT UNDER EAST LANE AND STAMPED I75-L102 1965.
 HZ0399
 HZ0399                          STATION RECOVERY (1984)
 HZ0399
 HZ0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HZ0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0413 ***********************************************************************
 HZ0413  DESIGNATION -  I75 L 103 RESET
 HZ0413  PID         -  HZ0413
 HZ0413  STATE/COUNTY-  KY/SCOTT
 HZ0413  USGS QUAD   -  DELAPLAIN (1993)
 HZ0413
 HZ0413                         *CURRENT SURVEY CONTROL
 HZ0413  ___________________________________________________________________
 HZ0413* NAD 83(1986)-  38 19 50.     (N)    084 33 47.     (W)     SCALED    
 HZ0413* NAVD 88     -       275.64   (meters)     904.3    (feet)  RESET     
 HZ0413  ___________________________________________________________________
 HZ0413  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ0413
 HZ0413  VERT ORDER  -  THIRD
 HZ0413
 HZ0413.The horizontal coordinates were scaled from a topographic map and have
 HZ0413.an estimated accuracy of +/- 6 seconds.
 HZ0413
 HZ0413.The orthometric height was computed from unverified reset data.
 HZ0413.No vertical observational check was made to the station.
 HZ0413
 HZ0413.The geoid height was determined by GEOID03.
 HZ0413
 HZ0413;                    North         East    Units  Estimated Accuracy
 HZ0413;SPC KY1Z     - 1,222,320.    1,603,770.      MT  (+/- 180 meters Scaled)
 HZ0413
 HZ0413                          SUPERSEDED SURVEY CONTROL
 HZ0413
 HZ0413  NGVD 29 (??/??/??)  275.82   (m)          904.9    (f) RESET       3  
 HZ0413
 HZ0413.Superseded values are not recommended for survey control.
 HZ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0413.See file dsdata.txt to determine how the superseded data were derived.
 HZ0413
 HZ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH130453(NAD 83)
 HZ0413_MARKER: DB = BENCH MARK DISK
 HZ0413_SETTING: 66 = SET IN ROCK OUTCROP
 HZ0413_SP_SET: BEDROCK
 HZ0413_STAMPING: I75 L103 RESET 1971
 HZ0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ0413+STABILITY: POSITION/ELEVATION WELL
 HZ0413
 HZ0413  HISTORY     - Date     Condition        Report By
 HZ0413  HISTORY     - 1971     MONUMENTED       NGS
 HZ0413
 HZ0413                          STATION DESCRIPTION
 HZ0413
 HZ0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HZ0413'2.5 MI SW FROM SADIEVILLE.
 HZ0413'ABOUT 3.65 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE STATE
 HZ0413'HIGHWAY 32 INTERCHANGE ABOUT 2 MILES WEST OF SADIEVILLE, ALONG
 HZ0413'THE EAST RIGHT-OF-WAY OF THE NORTH BOUND LANES OF INTERSTATE ROUTE
 HZ0413'75, 62 FEET NORTH OF THE APPROXIMATE CENTER OF A LARGE CONCRETE
 HZ0413'CULVERT UNDER THE INTERSTATE, 39 FEET EAST OF TH APPROXIMATE CENTER
 HZ0413'OF THE NORTH BOUND TRAFFIC LANES, OF I-75, 1.2 FEET SOUTH OF A
 HZ0413'METAL WITNESS POST AND SIGN, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 HZ0413'OF THE HIGHWAY.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 HZ0413'IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED I75-L103 RESET
 HZ0413'1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0426 ***********************************************************************
 HZ0426  DESIGNATION -  I75 L 104
 HZ0426  PID         -  HZ0426
 HZ0426  STATE/COUNTY-  KY/SCOTT
 HZ0426  USGS QUAD   -  SADIEVILLE (1978)
 HZ0426
 HZ0426                         *CURRENT SURVEY CONTROL
 HZ0426  ___________________________________________________________________
 HZ0426* NAD 83(1986)-  38 24 08.     (N)    084 34 35.     (W)     SCALED    
 HZ0426* NAVD 88     -       238.444  (meters)     782.29   (feet)  ADJUSTED  
 HZ0426  ___________________________________________________________________
 HZ0426  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0426  DYNAMIC HT  -         238.275 (meters)     781.74  (feet)  COMP
 HZ0426  MODELED GRAV-     979,914.8   (mgal)                       NAVD 88
 HZ0426
 HZ0426  VERT ORDER  -  SECOND    CLASS 0
 HZ0426
 HZ0426.The horizontal coordinates were scaled from a topographic map and have
 HZ0426.an estimated accuracy of +/- 6 seconds.
 HZ0426
 HZ0426.The orthometric height was determined by differential leveling
 HZ0426.and adjusted by the National Geodetic Survey in June 1991..
 HZ0426
 HZ0426.The geoid height was determined by GEOID03.
 HZ0426
 HZ0426.The dynamic height is computed by dividing the NAVD 88
 HZ0426.geopotential number by the normal gravity value computed on the
 HZ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0426.degrees latitude (g = 980.6199 gals.).
 HZ0426
 HZ0426.The modeled gravity was interpolated from observed gravity values.
 HZ0426
 HZ0426;                    North         East    Units  Estimated Accuracy
 HZ0426;SPC KY1Z     - 1,230,260.    1,602,510.      MT  (+/- 180 meters Scaled)
 HZ0426
 HZ0426                          SUPERSEDED SURVEY CONTROL
 HZ0426
 HZ0426  NGVD 29 (??/??/92)  238.619  (m)          782.87   (f) ADJ UNCH    2 0
 HZ0426
 HZ0426.Superseded values are not recommended for survey control.
 HZ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0426.See file dsdata.txt to determine how the superseded data were derived.
 HZ0426
 HZ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH116532(NAD 83)
 HZ0426_MARKER: DB = BENCH MARK DISK
 HZ0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0426_SP_SET: BRIDGE
 HZ0426_STAMPING: I75 L104 1965
 HZ0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0426
 HZ0426  HISTORY     - Date     Condition        Report By
 HZ0426  HISTORY     - 1965     MONUMENTED       PAS
 HZ0426
 HZ0426                          STATION DESCRIPTION
 HZ0426
 HZ0426'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0426'1.2 MI W FROM SADIEVILLE.
 HZ0426'ABOUT 1.75 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0426'AND STATE HIGHWAY 32 INTERCHANGE, WHICH IS ABOUT 2 MILES WEST OF
 HZ0426'SAIDEVILLE, AT THE NORTH END OF EAST CONCRETE BRIDGE OVER BIG
 HZ0426'EAGLE CREEK AND 23 FEET EAST OF THE CENTERLINE OF EAST LANE.  A
 HZ0426'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE
 HZ0426'IN THE TOP OF THE NORTHEAST END OF NORTHEAST WINGWALL OF BRIDGE
 HZ0426'AND STAMPED I75-L104 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ1585 ***********************************************************************
 AJ1585  DESIGNATION -  I75 L 104 RESET
 AJ1585  PID         -  AJ1585
 AJ1585  STATE/COUNTY-  KY/SCOTT
 AJ1585  USGS QUAD   -  SADIEVILLE (1978)
 AJ1585
 AJ1585                         *CURRENT SURVEY CONTROL
 AJ1585  ___________________________________________________________________
 AJ1585* NAD 83(1986)-  38 24 08.     (N)    084 34 35.     (W)     SCALED    
 AJ1585* NAVD 88     -       239.85   (meters)     786.9    (feet)  RESET     
 AJ1585  ___________________________________________________________________
 AJ1585  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AJ1585
 AJ1585  VERT ORDER  -  THIRD
 AJ1585
 AJ1585.The horizontal coordinates were scaled from a topographic map and have
 AJ1585.an estimated accuracy of +/- 6 seconds.
 AJ1585
 AJ1585.The orthometric height was computed from unverified reset data.
 AJ1585.No vertical observational check was made to the station.
 AJ1585
 AJ1585.The geoid height was determined by GEOID03.
 AJ1585
 AJ1585;                    North         East    Units  Estimated Accuracy
 AJ1585;SPC KY1Z     - 1,230,260.    1,602,510.      MT  (+/- 180 meters Scaled)
 AJ1585
 AJ1585                          SUPERSEDED SURVEY CONTROL
 AJ1585
 AJ1585.No superseded survey control is available for this station.
 AJ1585
 AJ1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH116532(NAD 83)
 AJ1585_MARKER: DD = SURVEY DISK
 AJ1585_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ1585_SP_SET: BRIDGE BARRIER WALL
 AJ1585_STAMPING: I75 L 104 1965 RESET 2000
 AJ1585_MARK LOGO: KYDT  
 AJ1585_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1585
 AJ1585  HISTORY     - Date     Condition        Report By
 AJ1585  HISTORY     - 2000     MONUMENTED       KYDT
 AJ1585
 AJ1585                          STATION DESCRIPTION
 AJ1585
 AJ1585'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 AJ1585'1.75 MILES (2.82 KM) NORTH ALONG I 75 FROM I 75/KY 32 INTERCHANGE
 AJ1585'(EXIT 136) , WHICH IS ABOUT 2 MILES (3.2 KM) WEST OF SADIEVILLE, AT
 AJ1585'THE NORTHEAST END OF EAST CONCRETE BRIDGE OVER BIG EAGLE CREEK, SET IN
 AJ1585'THE TOP OF THE NORTH END OF THE EAST BARRIER WALL, 29.7 FEET (9.1 M)
 AJ1585'EAST OF CENTERLINE OF NORTH BOUND LANES, 0.75 FEET (22.86 CM) SOUTH OF
 AJ1585'NORTH END OF BARRIER WALL, 2.95 FEET (0.90 M) ABOVE ROADWAY, A KYDT
 AJ1585'BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0443 ***********************************************************************
 HZ0443  DESIGNATION -  I75 L 105
 HZ0443  PID         -  HZ0443
 HZ0443  STATE/COUNTY-  KY/GRANT
 HZ0443  USGS QUAD   -  SADIEVILLE (1978)
 HZ0443
 HZ0443                         *CURRENT SURVEY CONTROL
 HZ0443  ___________________________________________________________________
 HZ0443* NAD 83(1986)-  38 29 25.     (N)    084 34 20.     (W)     SCALED    
 HZ0443* NAVD 88     -       292.887  (meters)     960.91   (feet)  ADJUSTED  
 HZ0443  ___________________________________________________________________
 HZ0443  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HZ0443  DYNAMIC HT  -         292.680 (meters)     960.23  (feet)  COMP
 HZ0443  MODELED GRAV-     979,916.5   (mgal)                       NAVD 88
 HZ0443
 HZ0443  VERT ORDER  -  SECOND    CLASS 0
 HZ0443
 HZ0443.The horizontal coordinates were scaled from a topographic map and have
 HZ0443.an estimated accuracy of +/- 6 seconds.
 HZ0443
 HZ0443.The orthometric height was determined by differential leveling
 HZ0443.and adjusted by the National Geodetic Survey in June 1991..
 HZ0443
 HZ0443.The geoid height was determined by GEOID03.
 HZ0443
 HZ0443.The dynamic height is computed by dividing the NAVD 88
 HZ0443.geopotential number by the normal gravity value computed on the
 HZ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0443.degrees latitude (g = 980.6199 gals.).
 HZ0443
 HZ0443.The modeled gravity was interpolated from observed gravity values.
 HZ0443
 HZ0443;                    North         East    Units  Estimated Accuracy
 HZ0443;SPC KY1Z     - 1,240,040.    1,602,750.      MT  (+/- 180 meters Scaled)
 HZ0443
 HZ0443                          SUPERSEDED SURVEY CONTROL
 HZ0443
 HZ0443  NGVD 29 (??/??/92)  293.058  (m)          961.47   (f) ADJ UNCH    2 0
 HZ0443
 HZ0443.Superseded values are not recommended for survey control.
 HZ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0443.See file dsdata.txt to determine how the superseded data were derived.
 HZ0443
 HZ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH117630(NAD 83)
 HZ0443_MARKER: DD = SURVEY DISK
 HZ0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0443_SP_SET: CULVERT
 HZ0443_STAMPING: I75-L105 1965
 HZ0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0443+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2002
 HZ0443
 HZ0443  HISTORY     - Date     Condition        Report By
 HZ0443  HISTORY     - 1965     MONUMENTED       PAS
 HZ0443  HISTORY     - 20020709 GOOD             KYDT
 HZ0443
 HZ0443                          STATION DESCRIPTION
 HZ0443
 HZ0443'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0443'0.8 MI W FROM CORINTH.
 HZ0443'ABOUT 0.85 MILE WEST ALONG STATE HIGHWAY 330 FROM THE POST OFFICE
 HZ0443'IN CORINTH, ABOUT 0.8 MILE EAST OF THE INTERSTATE 75 AND STATE
 HZ0443'HIGHWAY 330 INTERCHANGE, ABOUT 135 FEET SOUTH OF THE CENTER OF
 HZ0443'HIGHWAY 330 (UNDER CONSTRUCTION), 53 FEET NORTHWEST OF THE
 HZ0443'NORTHEAST CORNER OF BARN AND 16 FEET SOUTH OF THE CENTER OF OLD
 HZ0443'HIGHWAY 330.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HZ0443'SET IN DRILL HOLE IN THE TOP OF THE EAST END OF THE SOUTH
 HZ0443'CONCRETE HEADWALL OF CULVERT UNDER THE OLD PART OF HIGHWAY
 HZ0443'330 AND STAMPED I75-L105 1965.
 HZ0443
 HZ0443                          STATION RECOVERY (2002)
 HZ0443
 HZ0443'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0443'MARK IS 75 FEET NORTHEAST OF THE NORTHEAST CORNER OF A METAL OFFICE
 HZ0443'BUILDING FOR LP GAS TANK LOT, 19 FEET NORTHWEST OF A 18 INCH ELM TREE,
 HZ0443'25 FEET NORTHEAST OF A 24 INCH LOCUST TREE AND 0.4 FEET NORTH OF A
 HZ0443'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0819 ***********************************************************************
 HZ0819  DESIGNATION -  I75 L 106
 HZ0819  PID         -  HZ0819
 HZ0819  STATE/COUNTY-  KY/GRANT
 HZ0819  USGS QUAD   -  MASON (1976)
 HZ0819
 HZ0819                         *CURRENT SURVEY CONTROL
 HZ0819  ___________________________________________________________________
 HZ0819* NAD 83(1986)-  38 30 15.     (N)    084 35 20.     (W)     SCALED    
 HZ0819* NAVD 88     -       262.601  (meters)     861.55   (feet)  ADJUSTED  
 HZ0819  ___________________________________________________________________
 HZ0819  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HZ0819  DYNAMIC HT  -         262.416 (meters)     860.94  (feet)  COMP
 HZ0819  MODELED GRAV-     979,919.9   (mgal)                       NAVD 88
 HZ0819
 HZ0819  VERT ORDER  -  SECOND    CLASS 0
 HZ0819
 HZ0819.The horizontal coordinates were scaled from a topographic map and have
 HZ0819.an estimated accuracy of +/- 6 seconds.
 HZ0819
 HZ0819.The orthometric height was determined by differential leveling
 HZ0819.and adjusted by the National Geodetic Survey in June 1991..
 HZ0819
 HZ0819.The geoid height was determined by GEOID03.
 HZ0819
 HZ0819.The dynamic height is computed by dividing the NAVD 88
 HZ0819.geopotential number by the normal gravity value computed on the
 HZ0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0819.degrees latitude (g = 980.6199 gals.).
 HZ0819
 HZ0819.The modeled gravity was interpolated from observed gravity values.
 HZ0819
 HZ0819;                    North         East    Units  Estimated Accuracy
 HZ0819;SPC KY1Z     - 1,241,560.    1,601,280.      MT  (+/- 180 meters Scaled)
 HZ0819
 HZ0819                          SUPERSEDED SURVEY CONTROL
 HZ0819
 HZ0819  NGVD 29 (??/??/92)  262.771  (m)          862.11   (f) ADJ UNCH    2 0
 HZ0819
 HZ0819.Superseded values are not recommended for survey control.
 HZ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0819.See file dsdata.txt to determine how the superseded data were derived.
 HZ0819
 HZ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH102645(NAD 83)
 HZ0819_MARKER: DD = SURVEY DISK
 HZ0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0819_STAMPING: I75-L106 1965
 HZ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0819+STABILITY: SURFACE MOTION
 HZ0819
 HZ0819  HISTORY     - Date     Condition        Report By
 HZ0819  HISTORY     - 1965     MONUMENTED       PAS
 HZ0819
 HZ0819                          STATION DESCRIPTION
 HZ0819
 HZ0819'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0819'0.9 MI NW FROM CORINTH.
 HZ0819'ABOUT 0.95 MILE NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0819'AND STATE HIGHWAY NO. 33 INTERCHANGE, WHICH IS ABOUT 1.5 MILES
 HZ0819'WEST OF CORINTH, 107 FEET WEST OF THE CENTERLINE OF WEST LANE,
 HZ0819'74 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF WEST CONCRETE POST
 HZ0819'THAT SUPPORTS SIGN, 1 FOOT EAST OF WEST R/W FENCE, ABOUT 10 FEET
 HZ0819'LOWER THAN WEST LANE AND 2 FEET SOUTHEAST OF METAL WITNESS POST
 HZ0819'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HZ0819'SET IN TOP OF CONCRETE POST PROJECTING 1 INCH AND STAMPED I75-L106
 HZ0819'1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0825 ***********************************************************************
 HZ0825  DESIGNATION -  I75 L 107 KHD RESET
 HZ0825  PID         -  HZ0825
 HZ0825  STATE/COUNTY-  KY/GRANT
 HZ0825  USGS QUAD   -  MASON (1976)
 HZ0825
 HZ0825                         *CURRENT SURVEY CONTROL
 HZ0825  ___________________________________________________________________
 HZ0825* NAD 83(1986)-  38 32 20.     (N)    084 35 28.     (W)     SCALED    
 HZ0825* NAVD 88     -       254.04   (meters)     833.5    (feet)  RESET     
 HZ0825  ___________________________________________________________________
 HZ0825  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0825
 HZ0825  VERT ORDER  -  THIRD
 HZ0825
 HZ0825.The horizontal coordinates were scaled from a topographic map and have
 HZ0825.an estimated accuracy of +/- 6 seconds.
 HZ0825
 HZ0825.The orthometric height was computed from unverified reset data.
 HZ0825.No vertical observational check was made to the station.
 HZ0825
 HZ0825.The geoid height was determined by GEOID03.
 HZ0825
 HZ0825;                    North         East    Units  Estimated Accuracy
 HZ0825;SPC KY1Z     - 1,245,410.    1,601,030.      MT  (+/- 180 meters Scaled)
 HZ0825
 HZ0825                          SUPERSEDED SURVEY CONTROL
 HZ0825
 HZ0825  NGVD 29 (10/08/05)  254.21   (m)          834.0    (f) RESET       3  
 HZ0825
 HZ0825.Superseded values are not recommended for survey control.
 HZ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0825.See file dsdata.txt to determine how the superseded data were derived.
 HZ0825
 HZ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH099683(NAD 83)
 HZ0825_MARKER: DB = BENCH MARK DISK
 HZ0825_SETTING: 66 = SET IN ROCK OUTCROP
 HZ0825_SP_SET: BEDROCK
 HZ0825_STAMPING: I-75 L-107 RESET 1970
 HZ0825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ0825+STABILITY: POSITION/ELEVATION WELL
 HZ0825
 HZ0825  HISTORY     - Date     Condition        Report By
 HZ0825  HISTORY     - 1970     MONUMENTED       NGS
 HZ0825
 HZ0825                          STATION DESCRIPTION
 HZ0825
 HZ0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HZ0825'2 MI NW FROM CORINTH.
 HZ0825'ABOUT 3.5 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE
 HZ0825'INTERCHANGE OF STATE ROUTE 330, 154 FEET NORTH-NORTHWEST OF THE
 HZ0825'NORTH END OF A METAL GUARDRAIL, 107 FEET SOUTH OF THE SOUTH
 HZ0825'END OF A METAL GUARDRAIL, 39 FEET WEST OF THE APPROXIMATE CENTER
 HZ0825'OF THE NORTH BOUND LANES OF INTERSTATE ROUTE 75, 2.8 FEET NORTHEAST
 HZ0825'OF A METAL WITNESS POST AND SIGN, AND ABOUT 3 FEET ABOVE THE
 HZ0825'LEVEL OF THE PAVEMENT.  A STANDARD DISK CEMENTED IN A DRILL
 HZ0825'HOLE IN A LARGE OUTCROPPING OF LIMESTONE BEDROCK IN THE MEDIAN
 HZ0825'STRIP OF THE INTERSTATE, AND THE DISK IS STAMPED I-75 L-107
 HZ0825'RESET 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0830 ***********************************************************************
 HZ0830  DESIGNATION -  I75 L 108
 HZ0830  PID         -  HZ0830
 HZ0830  STATE/COUNTY-  KY/GRANT
 HZ0830  USGS QUAD   -  MASON (1976)
 HZ0830
 HZ0830                         *CURRENT SURVEY CONTROL
 HZ0830  ___________________________________________________________________
 HZ0830* NAD 83(1986)-  38 34 34.     (N)    084 35 23.     (W)     SCALED    
 HZ0830* NAVD 88     -       272.734  (meters)     894.79   (feet)  ADJUSTED  
 HZ0830  ___________________________________________________________________
 HZ0830  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0830  DYNAMIC HT  -         272.545 (meters)     894.17  (feet)  COMP
 HZ0830  MODELED GRAV-     979,930.9   (mgal)                       NAVD 88
 HZ0830
 HZ0830  VERT ORDER  -  SECOND    CLASS 0
 HZ0830
 HZ0830.The horizontal coordinates were scaled from a topographic map and have
 HZ0830.an estimated accuracy of +/- 6 seconds.
 HZ0830
 HZ0830.The orthometric height was determined by differential leveling
 HZ0830.and adjusted by the National Geodetic Survey in June 1991..
 HZ0830
 HZ0830.The geoid height was determined by GEOID03.
 HZ0830
 HZ0830.The dynamic height is computed by dividing the NAVD 88
 HZ0830.geopotential number by the normal gravity value computed on the
 HZ0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0830.degrees latitude (g = 980.6199 gals.).
 HZ0830
 HZ0830.The modeled gravity was interpolated from observed gravity values.
 HZ0830
 HZ0830;                    North         East    Units  Estimated Accuracy
 HZ0830;SPC KY1Z     - 1,249,550.    1,601,100.      MT  (+/- 180 meters Scaled)
 HZ0830
 HZ0830                          SUPERSEDED SURVEY CONTROL
 HZ0830
 HZ0830  NGVD 29 (??/??/92)  272.901  (m)          895.34   (f) ADJ UNCH    2 0
 HZ0830
 HZ0830.Superseded values are not recommended for survey control.
 HZ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0830.See file dsdata.txt to determine how the superseded data were derived.
 HZ0830
 HZ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH099724(NAD 83)
 HZ0830_MARKER: DD = SURVEY DISK
 HZ0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0830_STAMPING: I75-L108 1965
 HZ0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0830+STABILITY: SURFACE MOTION
 HZ0830
 HZ0830  HISTORY     - Date     Condition        Report By
 HZ0830  HISTORY     - 1965     MONUMENTED       PAS
 HZ0830
 HZ0830                          STATION DESCRIPTION
 HZ0830
 HZ0830'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0830'2 MI SW FROM WILLIAMSTOWN.
 HZ0830'ABOUT 3.8 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0830'AND STATE HIGHWAY 36 INTERCHANGE, ON THE SOUTHWEST SIDE OF
 HZ0830'WILLIAMSTOWN, NEAR THE LAWRENCEVILLE ROAD OVERPASS, APPROXIMATELY
 HZ0830'550 FEET SOUTHEAST OF THE EAST OVERPASS, 107 FEET EAST OF THE
 HZ0830'CENTERLINE OF EAST LANE, 23 FEET SOUTH OF A 10 INCH OAK TREE,
 HZ0830'1 FOOT WEST OF THE EAST R/W FENCE AND ABOUT LEVEL WITH EAST
 HZ0830'LANE AND 1 1/2 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.
 HZ0830'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 HZ0830'CONCRETE POST PROJECTING 2 INCHES AND STAMPED I75-L108 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0843 ***********************************************************************
 HZ0843  DESIGNATION -  I75 L 109
 HZ0843  PID         -  HZ0843
 HZ0843  STATE/COUNTY-  KY/GRANT
 HZ0843  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0843
 HZ0843                         *CURRENT SURVEY CONTROL
 HZ0843  ___________________________________________________________________
 HZ0843* NAD 83(1986)-  38 40 17.     (N)    084 35 47.     (W)     SCALED    
 HZ0843* NAVD 88     -       273.704  (meters)     897.98   (feet)  ADJUSTED  
 HZ0843  ___________________________________________________________________
 HZ0843  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ0843  DYNAMIC HT  -         273.519 (meters)     897.37  (feet)  COMP
 HZ0843  MODELED GRAV-     979,947.9   (mgal)                       NAVD 88
 HZ0843
 HZ0843  VERT ORDER  -  SECOND    CLASS 0
 HZ0843
 HZ0843.The horizontal coordinates were scaled from a topographic map and have
 HZ0843.an estimated accuracy of +/- 6 seconds.
 HZ0843
 HZ0843.The orthometric height was determined by differential leveling
 HZ0843.and adjusted by the National Geodetic Survey in June 1991..
 HZ0843
 HZ0843.The geoid height was determined by GEOID03.
 HZ0843
 HZ0843.The dynamic height is computed by dividing the NAVD 88
 HZ0843.geopotential number by the normal gravity value computed on the
 HZ0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0843.degrees latitude (g = 980.6199 gals.).
 HZ0843
 HZ0843.The modeled gravity was interpolated from observed gravity values.
 HZ0843
 HZ0843;                    North         East    Units  Estimated Accuracy
 HZ0843;SPC KY1Z     - 1,260,110.    1,600,390.      MT  (+/- 180 meters Scaled)
 HZ0843
 HZ0843                          SUPERSEDED SURVEY CONTROL
 HZ0843
 HZ0843  NGVD 29 (??/??/92)  273.885  (m)          898.57   (f) ADJ UNCH    2 0
 HZ0843
 HZ0843.Superseded values are not recommended for survey control.
 HZ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0843.See file dsdata.txt to determine how the superseded data were derived.
 HZ0843
 HZ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH091830(NAD 83)
 HZ0843_MARKER: DD = SURVEY DISK
 HZ0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0843_STAMPING: I75-L109 1965
 HZ0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0843+STABILITY: SURFACE MOTION
 HZ0843
 HZ0843  HISTORY     - Date     Condition        Report By
 HZ0843  HISTORY     - 1965     MONUMENTED       PAS
 HZ0843
 HZ0843                          STATION DESCRIPTION
 HZ0843
 HZ0843'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0843'1 MI S FROM DRY RIDGE.
 HZ0843'ABOUT 0.95 MILE SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0843'STATE HIGHWAY 22 INTERCHANGE ON THE WEST SIDE OF DRY RIDGE, 168 FEET
 HZ0843'NORTHEAST OF THE CENTERLINE OF EAST LANE, ABOUT 30 FEET NORTHWEST
 HZ0843'OF A DRAINAGE DITCH, 1.5 FEET SOUTHWEST OF EAST R/W FENCE AND ABOUT
 HZ0843'LEVEL WITH EAST LANE AND 1.5 FEET SOUTH OF METAL WITNESS POST
 HZ0843'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HZ0843'TOP OF CONCRETE POST PROJECTING 2 INCHES AND STAMPED I75-L109 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0606 ***********************************************************************
 GZ0606  DESIGNATION -  I75 L 11
 GZ0606  PID         -  GZ0606
 GZ0606  STATE/COUNTY-  KY/LAUREL
 GZ0606  USGS QUAD   -  LONDON SW (1979)
 GZ0606
 GZ0606                         *CURRENT SURVEY CONTROL
 GZ0606  ___________________________________________________________________
 GZ0606* NAD 83(1986)-  37 01 53.     (N)    084 09 31.     (W)     SCALED    
 GZ0606* NAVD 88     -       364.363  (meters)    1195.41   (feet)  ADJUSTED  
 GZ0606  ___________________________________________________________________
 GZ0606  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GZ0606  DYNAMIC HT  -         364.076 (meters)    1194.47  (feet)  COMP
 GZ0606  MODELED GRAV-     979,833.0   (mgal)                       NAVD 88
 GZ0606
 GZ0606  VERT ORDER  -  SECOND    CLASS 0
 GZ0606
 GZ0606.The horizontal coordinates were scaled from a topographic map and have
 GZ0606.an estimated accuracy of +/- 6 seconds.
 GZ0606
 GZ0606.The orthometric height was determined by differential leveling
 GZ0606.and adjusted by the National Geodetic Survey in June 1991..
 GZ0606
 GZ0606.The geoid height was determined by GEOID03.
 GZ0606
 GZ0606.The dynamic height is computed by dividing the NAVD 88
 GZ0606.geopotential number by the normal gravity value computed on the
 GZ0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0606.degrees latitude (g = 980.6199 gals.).
 GZ0606
 GZ0606.The modeled gravity was interpolated from observed gravity values.
 GZ0606
 GZ0606;                    North         East    Units  Estimated Accuracy
 GZ0606;SPC KY1Z     - 1,078,680.    1,641,590.      MT  (+/- 180 meters Scaled)
 GZ0606
 GZ0606                          SUPERSEDED SURVEY CONTROL
 GZ0606
 GZ0606  NGVD 29 (??/??/92)  364.512  (m)         1195.90   (f) ADJ UNCH    2 0
 GZ0606
 GZ0606.Superseded values are not recommended for survey control.
 GZ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0606.See file dsdata.txt to determine how the superseded data were derived.
 GZ0606
 GZ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG527021(NAD 83)
 GZ0606_MARKER: DD = SURVEY DISK
 GZ0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0606_STAMPING: I 75 L 11 1961
 GZ0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0606+STABILITY: SURFACE MOTION
 GZ0606
 GZ0606  HISTORY     - Date     Condition        Report By
 GZ0606  HISTORY     - 1961     MONUMENTED       PAS
 GZ0606
 GZ0606                          STATION DESCRIPTION
 GZ0606
 GZ0606'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0606'2.5 MI N FROM KEAVY.
 GZ0606'ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 312 FROM THE
 GZ0606'ELEMENTARY SCHOOL AT KEAVY TO THE JUNCTION OF STATE HIGHWAY
 GZ0606'363, THENCE ABOUT 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 363,
 GZ0606'THENCE ABOUT 0.1 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE
 GZ0606'ABOUT 1.05 MILES NORTH ALONG A DIRT ROAD, 54.2 FEET NORTH OF A
 GZ0606'24-INCH RED OAK TREE, 40 FEET WEST OF T-ROAD INTERSECTION,
 GZ0606'13 FEET SOUTHWEST OF THE CENTER OF ROAD WEST, 8.5 FEET
 GZ0606'NORTHWEST OF THE NORTH END OF WOODEN GATE AT ENTRANCE TO PASTURE,
 GZ0606'1.6 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GZ0606'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 GZ0606'POST PROJECTING 2 INCHES AND STAMPED I-75 L-11 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0848 ***********************************************************************
 HZ0848  DESIGNATION -  I75 L 110
 HZ0848  PID         -  HZ0848
 HZ0848  STATE/COUNTY-  KY/GRANT
 HZ0848  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0848
 HZ0848                         *CURRENT SURVEY CONTROL
 HZ0848  ___________________________________________________________________
 HZ0848* NAD 83(1986)-  38 42 30.     (N)    084 36 08.     (W)     SCALED    
 HZ0848* NAVD 88     -       274.129  (meters)     899.37   (feet)  ADJUSTED  
 HZ0848  ___________________________________________________________________
 HZ0848  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0848  DYNAMIC HT  -         273.946 (meters)     898.77  (feet)  COMP
 HZ0848  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 HZ0848
 HZ0848  VERT ORDER  -  SECOND    CLASS 0
 HZ0848
 HZ0848.The horizontal coordinates were scaled from a topographic map and have
 HZ0848.an estimated accuracy of +/- 6 seconds.
 HZ0848
 HZ0848.The orthometric height was determined by differential leveling
 HZ0848.and adjusted by the National Geodetic Survey in June 1991..
 HZ0848
 HZ0848.The geoid height was determined by GEOID03.
 HZ0848
 HZ0848.The dynamic height is computed by dividing the NAVD 88
 HZ0848.geopotential number by the normal gravity value computed on the
 HZ0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0848.degrees latitude (g = 980.6199 gals.).
 HZ0848
 HZ0848.The modeled gravity was interpolated from observed gravity values.
 HZ0848
 HZ0848;                    North         East    Units  Estimated Accuracy
 HZ0848;SPC KY1Z     - 1,264,210.    1,599,830.      MT  (+/- 180 meters Scaled)
 HZ0848
 HZ0848                          SUPERSEDED SURVEY CONTROL
 HZ0848
 HZ0848  NGVD 29 (??/??/92)  274.311  (m)          899.97   (f) ADJ UNCH    2 0
 HZ0848
 HZ0848.Superseded values are not recommended for survey control.
 HZ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0848.See file dsdata.txt to determine how the superseded data were derived.
 HZ0848
 HZ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH084871(NAD 83)
 HZ0848_MARKER: DD = SURVEY DISK
 HZ0848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0848_SP_SET: CULVERT
 HZ0848_STAMPING: I75-L110 1965
 HZ0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0848
 HZ0848  HISTORY     - Date     Condition        Report By
 HZ0848  HISTORY     - 1965     MONUMENTED       PAS
 HZ0848
 HZ0848                          STATION DESCRIPTION
 HZ0848
 HZ0848'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0848'1.8 MI N FROM DRY RIDGE.
 HZ0848'ABOUT 1.8 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0848'STATE HIGHWAY NO. 22 INTERCHANGE ON THE WEST SIDE OF DRY RIDGE, ABOUT
 HZ0848'0.1 MILE SOUTH OF THE BANNISTER ROAD OVERPASS, 41.5 FEET EAST
 HZ0848'OF THE CENTERLINE OF EAST LANE AND ABOUT 4 FEET LOWER THAN EAST
 HZ0848'LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 HZ0848'DRILL HOLE IN THE TOP OF THE NORTH END OF EAST HEADWALL OF CONCRETE
 HZ0848'CULVERT AND STAMPED I75-L110 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0865 ***********************************************************************
 HZ0865  DESIGNATION -  I75 L 111
 HZ0865  PID         -  HZ0865
 HZ0865  STATE/COUNTY-  KY/BOONE
 HZ0865  USGS QUAD   -  UNION (1984)
 HZ0865
 HZ0865                         *CURRENT SURVEY CONTROL
 HZ0865  ___________________________________________________________________
 HZ0865* NAD 83(1986)-  38 52 51.     (N)    084 37 31.     (W)     SCALED    
 HZ0865* NAVD 88     -       264.383  (meters)     867.40   (feet)  ADJUSTED  
 HZ0865  ___________________________________________________________________
 HZ0865  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HZ0865  DYNAMIC HT  -         264.213 (meters)     866.84  (feet)  COMP
 HZ0865  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 HZ0865
 HZ0865  VERT ORDER  -  SECOND    CLASS 0
 HZ0865
 HZ0865.The horizontal coordinates were scaled from a topographic map and have
 HZ0865.an estimated accuracy of +/- 6 seconds.
 HZ0865
 HZ0865.The orthometric height was determined by differential leveling
 HZ0865.and adjusted by the National Geodetic Survey in June 1991..
 HZ0865
 HZ0865.The geoid height was determined by GEOID03.
 HZ0865
 HZ0865.The dynamic height is computed by dividing the NAVD 88
 HZ0865.geopotential number by the normal gravity value computed on the
 HZ0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0865.degrees latitude (g = 980.6199 gals.).
 HZ0865
 HZ0865.The modeled gravity was interpolated from observed gravity values.
 HZ0865
 HZ0865;                    North         East    Units  Estimated Accuracy
 HZ0865;SPC KY1Z     - 1,283,330.    1,597,600.      MT  (+/- 180 meters Scaled)
 HZ0865
 HZ0865                          SUPERSEDED SURVEY CONTROL
 HZ0865
 HZ0865  NGVD 29 (??/??/92)  264.585  (m)          868.06   (f) ADJ UNCH    2 0
 HZ0865
 HZ0865.Superseded values are not recommended for survey control.
 HZ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0865.See file dsdata.txt to determine how the superseded data were derived.
 HZ0865
 HZ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ059062(NAD 83)
 HZ0865_MARKER: DD = SURVEY DISK
 HZ0865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0865_SP_SET: CULVERT
 HZ0865_STAMPING: I75-L111 1965
 HZ0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0865
 HZ0865  HISTORY     - Date     Condition        Report By
 HZ0865  HISTORY     - 1965     MONUMENTED       PAS
 HZ0865  HISTORY     - 1978     MARK NOT FOUND   USGS
 HZ0865
 HZ0865                          STATION DESCRIPTION
 HZ0865
 HZ0865'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0865'1.5 MI NW FROM WALTON.
 HZ0865'ABOUT 1.6 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0865'STATE HIGHWAYS NO. 14 AND 16 INTERCHANGE ON THE WEST SIDE OF WALTON,
 HZ0865'66 FEET EAST OF THE CENTERLINE OF EAST LANE, 44 FEET WEST OF THE
 HZ0865'EAST R/W FENCE AND ABOUT 5 FEET LOWER THAN EAST LANE.  A KENTUCKY
 HZ0865'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN THE TOP
 HZ0865'OF THE SOUTH END OF EAST HEADWALL OF CONCRETE CULVERT AND STAMPED
 HZ0865'I75-L111 1965.
 HZ0865
 HZ0865                          STATION RECOVERY (1978)
 HZ0865
 HZ0865'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HZ0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0866 ***********************************************************************
 HZ0866  DESIGNATION -  I75 L 112
 HZ0866  PID         -  HZ0866
 HZ0866  STATE/COUNTY-  KY/BOONE
 HZ0866  USGS QUAD   -  UNION (1984)
 HZ0866
 HZ0866                         *CURRENT SURVEY CONTROL
 HZ0866  ___________________________________________________________________
 HZ0866* NAD 83(1986)-  38 53 46.     (N)    084 37 37.     (W)     SCALED    
 HZ0866* NAVD 88     -       273.550  (meters)     897.47   (feet)  ADJUSTED  
 HZ0866  ___________________________________________________________________
 HZ0866  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HZ0866  DYNAMIC HT  -         273.375 (meters)     896.90  (feet)  COMP
 HZ0866  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 HZ0866
 HZ0866  VERT ORDER  -  SECOND    CLASS 0
 HZ0866
 HZ0866.The horizontal coordinates were scaled from a topographic map and have
 HZ0866.an estimated accuracy of +/- 6 seconds.
 HZ0866
 HZ0866.The orthometric height was determined by differential leveling
 HZ0866.and adjusted by the National Geodetic Survey in June 1991..
 HZ0866
 HZ0866.The geoid height was determined by GEOID03.
 HZ0866
 HZ0866.The dynamic height is computed by dividing the NAVD 88
 HZ0866.geopotential number by the normal gravity value computed on the
 HZ0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0866.degrees latitude (g = 980.6199 gals.).
 HZ0866
 HZ0866.The modeled gravity was interpolated from observed gravity values.
 HZ0866
 HZ0866;                    North         East    Units  Estimated Accuracy
 HZ0866;SPC KY1Z     - 1,285,030.    1,597,430.      MT  (+/- 180 meters Scaled)
 HZ0866
 HZ0866                          SUPERSEDED SURVEY CONTROL
 HZ0866
 HZ0866  NGVD 29 (??/??/92)  273.754  (m)          898.14   (f) ADJ UNCH    2 0
 HZ0866
 HZ0866.Superseded values are not recommended for survey control.
 HZ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0866.See file dsdata.txt to determine how the superseded data were derived.
 HZ0866
 HZ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ058079(NAD 83)
 HZ0866_MARKER: DD = SURVEY DISK
 HZ0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0866_STAMPING: I75-L112 1965
 HZ0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0866+STABILITY: SURFACE MOTION
 HZ0866
 HZ0866  HISTORY     - Date     Condition        Report By
 HZ0866  HISTORY     - 1965     MONUMENTED       PAS
 HZ0866  HISTORY     - 1986     GOOD             LOCSUR
 HZ0866
 HZ0866                          STATION DESCRIPTION
 HZ0866
 HZ0866'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0866'1.5 MI S FROM RICHWOOD.
 HZ0866'ABOUT 1.5 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0866'STATE HIGHWAY NO. 338 INTERCHANGE AT RICHWOOD, ABOUT 2.6 MILES
 HZ0866'NORTH ALONG I-75 FROM THE STATE HIGHWAYS NO. 14 AND 16 INTERCHANGE
 HZ0866'ON THE WEST SIDE OF WALTON, ABOUT 104 FEET SOUTH OF POWER POLE
 HZ0866'359, 95 FEET EAST OF THE CENTERLINE OF EAST LANE, 1 1/2 FEET WEST
 HZ0866'OF EACH R/W FENCE AND 1 FOOT WEST OF METAL WITNESS POST AND SIGN.
 HZ0866'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 HZ0866'CONCRETE POST PROJECTING 2 INCHES AND STAMPED I75-L112 1965.
 HZ0866
 HZ0866                          STATION RECOVERY (1986)
 HZ0866
 HZ0866'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (BZ)
 HZ0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0867 ***********************************************************************
 HZ0867  DESIGNATION -  I75 L 113
 HZ0867  PID         -  HZ0867
 HZ0867  STATE/COUNTY-  KY/BOONE
 HZ0867  USGS QUAD   -  UNION (1984)
 HZ0867
 HZ0867                         *CURRENT SURVEY CONTROL
 HZ0867  ___________________________________________________________________
 HZ0867* NAD 83(1986)-  38 54 27.     (N)    084 37 41.     (W)     SCALED    
 HZ0867* NAVD 88     -       272.293  (meters)     893.35   (feet)  ADJUSTED  
 HZ0867  ___________________________________________________________________
 HZ0867  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ0867  DYNAMIC HT  -         272.118 (meters)     892.77  (feet)  COMP
 HZ0867  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 HZ0867
 HZ0867  VERT ORDER  -  SECOND    CLASS 0
 HZ0867
 HZ0867.The horizontal coordinates were scaled from a topographic map and have
 HZ0867.an estimated accuracy of +/- 6 seconds.
 HZ0867
 HZ0867.The orthometric height was determined by differential leveling
 HZ0867.and adjusted by the National Geodetic Survey in June 1991..
 HZ0867
 HZ0867.The geoid height was determined by GEOID03.
 HZ0867
 HZ0867.The dynamic height is computed by dividing the NAVD 88
 HZ0867.geopotential number by the normal gravity value computed on the
 HZ0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0867.degrees latitude (g = 980.6199 gals.).
 HZ0867
 HZ0867.The modeled gravity was interpolated from observed gravity values.
 HZ0867
 HZ0867;                    North         East    Units  Estimated Accuracy
 HZ0867;SPC KY1Z     - 1,286,290.    1,597,320.      MT  (+/- 180 meters Scaled)
 HZ0867
 HZ0867                          SUPERSEDED SURVEY CONTROL
 HZ0867
 HZ0867  NGVD 29 (??/??/92)  272.498  (m)          894.02   (f) ADJ UNCH    2 0
 HZ0867
 HZ0867.Superseded values are not recommended for survey control.
 HZ0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0867.See file dsdata.txt to determine how the superseded data were derived.
 HZ0867
 HZ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ056091(NAD 83)
 HZ0867_MARKER: DD = SURVEY DISK
 HZ0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0867_STAMPING: I75-L113 1965
 HZ0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0867+STABILITY: SURFACE MOTION
 HZ0867
 HZ0867  HISTORY     - Date     Condition        Report By
 HZ0867  HISTORY     - 1965     MONUMENTED       PAS
 HZ0867
 HZ0867                          STATION DESCRIPTION
 HZ0867
 HZ0867'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0867'0.8 MI S FROM RICHWOOD.
 HZ0867'ABOUT 0.7 MILE SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0867'STATE HIGHWAY NO. 338 INTERCHANGE AT RICHWOOD, ABOUT 109 FEET
 HZ0867'SOUTH OF POWER POLE 345, 95 FEET EAST OF THE CENTERLINE OF EAST
 HZ0867'LANE, 1 1/2 FEET WEST OF THE EAST R/W FENCE AND 1 FOOT WEST OF
 HZ0867'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0867'BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 2 INCHES
 HZ0867'AND STAMPED I75-L113 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0880 ***********************************************************************
 HZ0880  DESIGNATION -  I75 L 114
 HZ0880  PID         -  HZ0880
 HZ0880  STATE/COUNTY-  KY/BOONE
 HZ0880  USGS QUAD   -  UNION (1984)
 HZ0880
 HZ0880                         *CURRENT SURVEY CONTROL
 HZ0880  ___________________________________________________________________
 HZ0880* NAD 83(1986)-  38 59 09.     (N)    084 38 30.     (W)     SCALED    
 HZ0880* NAVD 88     -       259.597  (meters)     851.69   (feet)  ADJUSTED  
 HZ0880  ___________________________________________________________________
 HZ0880  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HZ0880  DYNAMIC HT  -         259.429 (meters)     851.14  (feet)  COMP
 HZ0880  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 HZ0880
 HZ0880  VERT ORDER  -  SECOND    CLASS 0
 HZ0880
 HZ0880.The horizontal coordinates were scaled from a topographic map and have
 HZ0880.an estimated accuracy of +/- 6 seconds.
 HZ0880
 HZ0880.The orthometric height was determined by differential leveling
 HZ0880.and adjusted by the National Geodetic Survey in June 1991..
 HZ0880
 HZ0880.The geoid height was determined by GEOID03.
 HZ0880
 HZ0880.The dynamic height is computed by dividing the NAVD 88
 HZ0880.geopotential number by the normal gravity value computed on the
 HZ0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0880.degrees latitude (g = 980.6199 gals.).
 HZ0880
 HZ0880.The modeled gravity was interpolated from observed gravity values.
 HZ0880
 HZ0880;                    North         East    Units  Estimated Accuracy
 HZ0880;SPC KY1Z     - 1,294,970.    1,596,040.      MT  (+/- 180 meters Scaled)
 HZ0880
 HZ0880                          SUPERSEDED SURVEY CONTROL
 HZ0880
 HZ0880  NGVD 29 (??/??/92)  259.798  (m)          852.35   (f) ADJ UNCH    2 0
 HZ0880
 HZ0880.Superseded values are not recommended for survey control.
 HZ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0880.See file dsdata.txt to determine how the superseded data were derived.
 HZ0880
 HZ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ042178(NAD 83)
 HZ0880_MARKER: DD = SURVEY DISK
 HZ0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0880_SP_SET: CULVERT
 HZ0880_STAMPING: I75-L114 1965
 HZ0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0880
 HZ0880  HISTORY     - Date     Condition        Report By
 HZ0880  HISTORY     - 1965     MONUMENTED       PAS
 HZ0880
 HZ0880                          STATION DESCRIPTION
 HZ0880
 HZ0880'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0880'1 MI SW FROM FLORENCE.
 HZ0880'MARK IS LOCATED AT THE INTERSTATE ROUTE 75 AND U.S. HIGHWAY NO. 42
 HZ0880'INTERCHANGE ON THE SOUTHWEST SIDE OF FLORENCE, IN THE NORTHEAST
 HZ0880'QUADRANT OF INTERCHANGE ABOUT 114 FEET NORTH OF THE NORTH END
 HZ0880'OF EAST PIER OF NORTH BRIDGE OF U.S. HIGHWAY 42 OVERPASS, 37 FEET
 HZ0880'EAST OF THE EAST EDGE OF EAST LANE OF I-75 AND ABOUT 11 FEET LOWER
 HZ0880'THAN EAST LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 HZ0880'SET IN DRILL HOLE IN THE TOP OF THE SOUTH END OF EAST CONCRETE
 HZ0880'HEADWALL OF CULVERT UNDER EAST LANE AND STAMPED I75-L114 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1101 ***********************************************************************
 JZ1101  DESIGNATION -  I75 L 115
 JZ1101  PID         -  JZ1101
 JZ1101  STATE/COUNTY-  KY/KENTON
 JZ1101  USGS QUAD   -  COVINGTON (1987)
 JZ1101
 JZ1101                         *CURRENT SURVEY CONTROL
 JZ1101  ___________________________________________________________________
 JZ1101* NAD 83(1986)-  39 02 20.     (N)    084 35 25.     (W)     SCALED    
 JZ1101* NAVD 88     -       254.549  (meters)     835.13   (feet)  ADJUSTED  
 JZ1101  ___________________________________________________________________
 JZ1101  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1101  DYNAMIC HT  -         254.387 (meters)     834.60  (feet)  COMP
 JZ1101  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 JZ1101
 JZ1101  VERT ORDER  -  FIRST     CLASS II
 JZ1101
 JZ1101.The horizontal coordinates were scaled from a topographic map and have
 JZ1101.an estimated accuracy of +/- 6 seconds.
 JZ1101
 JZ1101.The orthometric height was determined by differential leveling
 JZ1101.and adjusted by the National Geodetic Survey in July 2002..
 JZ1101.WARNING-Repeat measurements at this control monument indicate possible
 JZ1101.vertical movement.
 JZ1101
 JZ1101.The geoid height was determined by GEOID03.
 JZ1101
 JZ1101.The dynamic height is computed by dividing the NAVD 88
 JZ1101.geopotential number by the normal gravity value computed on the
 JZ1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1101.degrees latitude (g = 980.6199 gals.).
 JZ1101
 JZ1101.The modeled gravity was interpolated from observed gravity values.
 JZ1101
 JZ1101;                    North         East    Units  Estimated Accuracy
 JZ1101;SPC KY1Z     - 1,300,920.    1,600,420.      MT  (+/- 180 meters Scaled)
 JZ1101
 JZ1101                          SUPERSEDED SURVEY CONTROL
 JZ1101
 JZ1101  NAVD 88 (06/15/91)  254.576  (m)          835.22   (f) UNKNOWN     1 2
 JZ1101  NGVD 29 (??/??/92)  254.760  (m)          835.83   (f) ADJ UNCH    1 2
 JZ1101
 JZ1101.Superseded values are not recommended for survey control.
 JZ1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1101.See file dsdata.txt to determine how the superseded data were derived.
 JZ1101
 JZ1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ085238(NAD 83)
 JZ1101_MARKER: DD = SURVEY DISK
 JZ1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1101_SP_SET: CONCRETE POST
 JZ1101_STAMPING: I 75 L 115 1965
 JZ1101_MARK LOGO: KYDT  
 JZ1101_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1101+STABILITY: SURFACE MOTION
 JZ1101
 JZ1101  HISTORY     - Date     Condition        Report By
 JZ1101  HISTORY     - 1965     MONUMENTED       PAS
 JZ1101  HISTORY     - 1985     GOOD             NGS
 JZ1101  HISTORY     - 19971016 GOOD             NGS
 JZ1101
 JZ1101                          STATION DESCRIPTION
 JZ1101
 JZ1101'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 JZ1101'1.6 MI NE FROM ERLANGER.
 JZ1101'1.6 MILES NORTHEAST ALONG INTERSTATE ROUTE 75 FROM THE DONALDSON
 JZ1101'ROAD INTERCHANGE (STATE HIGHWAY NO. 236) ON THE WEST SIDE OF
 JZ1101'ERLANGER, 0.9 MILE SOUTHWEST OF THE BUTTERMILK ROAD INTERCHANGE
 JZ1101'AT CRESCENT PARK, ABOUT 103 FEET SOUTHEAST OF EAST EDGE OF EAST
 JZ1101'LANE, 63 FEET SOUTH OF THE SOUTHWEST END OF CONCRETE HEADWALL
 JZ1101'FOR CULVERT UNDER EAST LANE, 1 1/2 FEET NORTHWEST OF EAST R/W
 JZ1101'FENCE AND 1 FOOT NORTHWEST OF METAL WITNESS POST AND SIGN.  A
 JZ1101'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 JZ1101'CONCRETE POST PROJECTING 1 INCH AND STAMPED I75-L115 1965.
 JZ1101
 JZ1101                          STATION RECOVERY (1985)
 JZ1101
 JZ1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ1101'RECOVERED IN GOOD CONDITION.
 JZ1101
 JZ1101                          STATION RECOVERY (1997)
 JZ1101
 JZ1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 JZ1101'RECOVERED AS DESCRIBED.ALL DISTANCES AND DIRECTIONS ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1102 ***********************************************************************
 JZ1102  DESIGNATION -  I75 L 116
 JZ1102  PID         -  JZ1102
 JZ1102  STATE/COUNTY-  KY/KENTON
 JZ1102  USGS QUAD   -  COVINGTON (1987)
 JZ1102
 JZ1102                         *CURRENT SURVEY CONTROL
 JZ1102  ___________________________________________________________________
 JZ1102* NAD 83(1986)-  39 02 31.     (N)    084 34 55.     (W)     SCALED    
 JZ1102* NAVD 88     -       260.086  (meters)     853.30   (feet)  ADJUSTED  
 JZ1102  ___________________________________________________________________
 JZ1102  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1102  DYNAMIC HT  -         259.921 (meters)     852.76  (feet)  COMP
 JZ1102  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 JZ1102
 JZ1102  VERT ORDER  -  SECOND    CLASS 0
 JZ1102
 JZ1102.The horizontal coordinates were scaled from a topographic map and have
 JZ1102.an estimated accuracy of +/- 6 seconds.
 JZ1102
 JZ1102.The orthometric height was determined by differential leveling
 JZ1102.and adjusted by the National Geodetic Survey in June 1991..
 JZ1102
 JZ1102.The geoid height was determined by GEOID03.
 JZ1102
 JZ1102.The dynamic height is computed by dividing the NAVD 88
 JZ1102.geopotential number by the normal gravity value computed on the
 JZ1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1102.degrees latitude (g = 980.6199 gals.).
 JZ1102
 JZ1102.The modeled gravity was interpolated from observed gravity values.
 JZ1102
 JZ1102;                    North         East    Units  Estimated Accuracy
 JZ1102;SPC KY1Z     - 1,301,260.    1,601,130.      MT  (+/- 180 meters Scaled)
 JZ1102
 JZ1102                          SUPERSEDED SURVEY CONTROL
 JZ1102
 JZ1102  NGVD 29 (??/??/92)  260.300  (m)          854.00   (f) ADJ UNCH    2 0
 JZ1102
 JZ1102.Superseded values are not recommended for survey control.
 JZ1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1102.See file dsdata.txt to determine how the superseded data were derived.
 JZ1102
 JZ1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ092242(NAD 83)
 JZ1102_MARKER: DD = SURVEY DISK
 JZ1102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1102_SP_SET: BRIDGE
 JZ1102_STAMPING: I75-L116 1965
 JZ1102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1102
 JZ1102  HISTORY     - Date     Condition        Report By
 JZ1102  HISTORY     - 1965     MONUMENTED       PAS
 JZ1102  HISTORY     - 1985     MARK NOT FOUND   NGS
 JZ1102  HISTORY     - 1986     GOOD             LOCSUR
 JZ1102
 JZ1102                          STATION DESCRIPTION
 JZ1102
 JZ1102'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 JZ1102'0.5 MI SW FROM CRESCENT PARK.
 JZ1102'0.5 MILE SOUTHWEST ALONG INTERSTATE ROUTE 75 FROM THE BUTTERMILK
 JZ1102'ROAD INTERCHANGE AT CRESCENT PARK, AT THE SOUTHWEST CORNER OF
 JZ1102'EAST BRIDGE OVER SOUTHERN RAILROAD, 11 1/2 FEET SOUTHEAST OF THE
 JZ1102'EAST EDGE OF EAST LANE, 8 FEET SOUTHEAST OF METAL GUARD RAIL,
 JZ1102'4 1/2 FEET SOUTH OF SOUTH END OF CONCRETE GUARD RAIL AND 3 1/2
 JZ1102'FEET WEST OF R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 JZ1102'MARK DISK SET IN DRILL HOLE IN THE TOP OF THE SOUTH END OF THE
 JZ1102'SOUTHWEST WINGWALL OF EAST BRIDGE OVER RAILROAD AND STAMPED
 JZ1102'I75-L116 1965.
 JZ1102
 JZ1102                          STATION RECOVERY (1985)
 JZ1102
 JZ1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ1102'NOT RECOVERED, A NEW BRIDGE HAS BEEN CONSTRUCTED OVER THE SOUTHERN
 JZ1102'RAILROAD, CONSIDER DESTROYED.
 JZ1102
 JZ1102                          STATION RECOVERY (1986)
 JZ1102
 JZ1102'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (AD)
 JZ1102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1103 ***********************************************************************
 JZ1103  DESIGNATION -  I75 L 117
 JZ1103  PID         -  JZ1103
 JZ1103  STATE/COUNTY-  KY/KENTON
 JZ1103  USGS QUAD   -  COVINGTON (1987)
 JZ1103
 JZ1103                         *CURRENT SURVEY CONTROL
 JZ1103  ___________________________________________________________________
 JZ1103* NAD 83(1986)-  39 03 03.     (N)    084 34 02.     (W)     SCALED    
 JZ1103* NAVD 88     -       234.797  (meters)     770.33   (feet)  ADJUSTED  
 JZ1103  ___________________________________________________________________
 JZ1103  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1103  DYNAMIC HT  -         234.649 (meters)     769.84  (feet)  COMP
 JZ1103  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JZ1103
 JZ1103  VERT ORDER  -  SECOND    CLASS 0
 JZ1103
 JZ1103.The horizontal coordinates were scaled from a topographic map and have
 JZ1103.an estimated accuracy of +/- 6 seconds.
 JZ1103
 JZ1103.The orthometric height was determined by differential leveling
 JZ1103.and adjusted by the National Geodetic Survey in June 1991..
 JZ1103
 JZ1103.The geoid height was determined by GEOID03.
 JZ1103
 JZ1103.The dynamic height is computed by dividing the NAVD 88
 JZ1103.geopotential number by the normal gravity value computed on the
 JZ1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1103.degrees latitude (g = 980.6199 gals.).
 JZ1103
 JZ1103.The modeled gravity was interpolated from observed gravity values.
 JZ1103
 JZ1103;                    North         East    Units  Estimated Accuracy
 JZ1103;SPC KY1Z     - 1,302,270.    1,602,400.      MT  (+/- 180 meters Scaled)
 JZ1103
 JZ1103                          SUPERSEDED SURVEY CONTROL
 JZ1103
 JZ1103  NGVD 29 (??/??/92)  235.014  (m)          771.04   (f) ADJ UNCH    2 0
 JZ1103
 JZ1103.Superseded values are not recommended for survey control.
 JZ1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1103.See file dsdata.txt to determine how the superseded data were derived.
 JZ1103
 JZ1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ105252(NAD 83)
 JZ1103_MARKER: DD = SURVEY DISK
 JZ1103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1103_SP_SET: BRIDGE
 JZ1103_STAMPING: I75-L117 1965
 JZ1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1103
 JZ1103  HISTORY     - Date     Condition        Report By
 JZ1103  HISTORY     - 1965     MONUMENTED       PAS
 JZ1103
 JZ1103                          STATION DESCRIPTION
 JZ1103
 JZ1103'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 JZ1103'0.5 MI NE FROM CRESCENT PARK.
 JZ1103'0.5 MILE NORTHEAST ALONG INTERSTATE ROUTE 75 FROM THE BUTTERMILK
 JZ1103'ROAD INTERCHANGE AT CRESCENT PARK, AT THE SOUTHEAST CORNER OF
 JZ1103'SOUTH BRIDGE OVER BEECHWOOD ROAD.  10 FEET EAST OF R/W FENCE,
 JZ1103'8 FEET SOUTH OF THE SOUTH LANE OF I-75, 4 FEET SOUTHEAST OF THE
 JZ1103'SOUTHEAST END OF CONCRETE GUARD RAIL AND 1 1/2 FEET NORTHWEST OF
 JZ1103'THE WEST END OF METAL GUARD RAIL.  A KENTUCKY DEPARTMENT OF
 JZ1103'HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN THE TOP OF THE
 JZ1103'SOUTHEAST END OF SOUTHEAST WINGWALL OF SOUTH BRIDGE AND STAMPED
 JZ1103'I75-L117 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1104 ***********************************************************************
 JZ1104  DESIGNATION -  I75 L 118
 JZ1104  PID         -  JZ1104
 JZ1104  STATE/COUNTY-  KY/KENTON
 JZ1104  USGS QUAD   -  COVINGTON (1987)
 JZ1104
 JZ1104                         *CURRENT SURVEY CONTROL
 JZ1104  ___________________________________________________________________
 JZ1104* NAD 83(1986)-  39 03 02.     (N)    084 32 58.     (W)     SCALED    
 JZ1104* NAVD 88     -       249.707  (meters)     819.25   (feet)  ADJUSTED  
 JZ1104  ___________________________________________________________________
 JZ1104  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1104  DYNAMIC HT  -         249.549 (meters)     818.73  (feet)  COMP
 JZ1104  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 JZ1104
 JZ1104  VERT ORDER  -  SECOND    CLASS 0
 JZ1104
 JZ1104.The horizontal coordinates were scaled from a topographic map and have
 JZ1104.an estimated accuracy of +/- 6 seconds.
 JZ1104
 JZ1104.The orthometric height was determined by differential leveling
 JZ1104.and adjusted by the National Geodetic Survey in June 1991..
 JZ1104
 JZ1104.The geoid height was determined by GEOID03.
 JZ1104
 JZ1104.The dynamic height is computed by dividing the NAVD 88
 JZ1104.geopotential number by the normal gravity value computed on the
 JZ1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1104.degrees latitude (g = 980.6199 gals.).
 JZ1104
 JZ1104.The modeled gravity was interpolated from observed gravity values.
 JZ1104
 JZ1104;                    North         East    Units  Estimated Accuracy
 JZ1104;SPC KY1Z     - 1,302,260.    1,603,940.      MT  (+/- 180 meters Scaled)
 JZ1104
 JZ1104                          SUPERSEDED SURVEY CONTROL
 JZ1104
 JZ1104  NGVD 29 (??/??/92)  249.928  (m)          819.97   (f) ADJ UNCH    2 0
 JZ1104
 JZ1104.Superseded values are not recommended for survey control.
 JZ1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1104.See file dsdata.txt to determine how the superseded data were derived.
 JZ1104
 JZ1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ120252(NAD 83)
 JZ1104_MARKER: DD = SURVEY DISK
 JZ1104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1104_SP_SET: CULVERT
 JZ1104_STAMPING: I75-L118 1965
 JZ1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1104
 JZ1104  HISTORY     - Date     Condition        Report By
 JZ1104  HISTORY     - 1965     MONUMENTED       PAS
 JZ1104  HISTORY     - 1978     MARK NOT FOUND   USGS
 JZ1104
 JZ1104                          STATION DESCRIPTION
 JZ1104
 JZ1104'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 JZ1104'AT SO FORT MITCHELL.
 JZ1104'MARK IS LOCATED AT THE INTERSTATE ROUTE 75 AND U.S. HIGHWAY NO.
 JZ1104'25 INTERCHANGE, WHICH IS ON THE NORTHEAST SIDE OF SOUTH FORT
 JZ1104'MITCHELL, IN THE SOUTHEAST QUADRANT OF INTERCHANGE, 57 FEET
 JZ1104'SOUTHWEST OF METAL LAMP POST, 55 FEET SOUTHWEST OF EAST LEG OF
 JZ1104'SIGN, 19 FEET SOUTHEAST OF EAST EXIT RAMP AND ABOUT 1 FOOT LOWER
 JZ1104'THAN RAMP.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 JZ1104'IN DRILL HOLE IN THE TOP OF THE WEST END OF CONCRETE HEADWALL
 JZ1104'OF CULVERT UNDER EAST RAMP AND STAMPED I75-L118 1965.
 JZ1104
 JZ1104                          STATION RECOVERY (1978)
 JZ1104
 JZ1104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 JZ1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0605 ***********************************************************************
 GZ0605  DESIGNATION -  I75 L 12
 GZ0605  PID         -  GZ0605
 GZ0605  STATE/COUNTY-  KY/LAUREL
 GZ0605  USGS QUAD   -  LONDON SW (1979)
 GZ0605
 GZ0605                         *CURRENT SURVEY CONTROL
 GZ0605  ___________________________________________________________________
 GZ0605* NAD 83(1986)-  37 03 21.     (N)    084 09 30.     (W)     SCALED    
 GZ0605* NAVD 88     -       366.969  (meters)    1203.96   (feet)  ADJUSTED  
 GZ0605  ___________________________________________________________________
 GZ0605  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GZ0605  DYNAMIC HT  -         366.682 (meters)    1203.02  (feet)  COMP
 GZ0605  MODELED GRAV-     979,837.6   (mgal)                       NAVD 88
 GZ0605
 GZ0605  VERT ORDER  -  SECOND    CLASS 0
 GZ0605
 GZ0605.The horizontal coordinates were scaled from a topographic map and have
 GZ0605.an estimated accuracy of +/- 6 seconds.
 GZ0605
 GZ0605.The orthometric height was determined by differential leveling
 GZ0605.and adjusted by the National Geodetic Survey in June 1991..
 GZ0605
 GZ0605.The geoid height was determined by GEOID03.
 GZ0605
 GZ0605.The dynamic height is computed by dividing the NAVD 88
 GZ0605.geopotential number by the normal gravity value computed on the
 GZ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0605.degrees latitude (g = 980.6199 gals.).
 GZ0605
 GZ0605.The modeled gravity was interpolated from observed gravity values.
 GZ0605
 GZ0605;                    North         East    Units  Estimated Accuracy
 GZ0605;SPC KY1Z     - 1,081,390.    1,641,570.      MT  (+/- 180 meters Scaled)
 GZ0605
 GZ0605                          SUPERSEDED SURVEY CONTROL
 GZ0605
 GZ0605  NGVD 29 (??/??/92)  367.125  (m)         1204.48   (f) ADJ UNCH    2 0
 GZ0605
 GZ0605.Superseded values are not recommended for survey control.
 GZ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0605.See file dsdata.txt to determine how the superseded data were derived.
 GZ0605
 GZ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG526048(NAD 83)
 GZ0605_MARKER: DD = SURVEY DISK
 GZ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0605_STAMPING: I 75 L 12 1961
 GZ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0605+STABILITY: SURFACE MOTION
 GZ0605
 GZ0605  HISTORY     - Date     Condition        Report By
 GZ0605  HISTORY     - 1961     MONUMENTED       PAS
 GZ0605
 GZ0605                          STATION DESCRIPTION
 GZ0605
 GZ0605'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0605'6.8 MI SW FROM LONDON.
 GZ0605'ABOUT 6.75 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE
 GZ0605'COURT HOUSE IN LONDON, ABOUT 0.45 MILE NORTHEAST OF COLD HILL
 GZ0605'SCHOOL, ABOUT 161 FEET NORTHWEST AND ACROSS HIGHWAY FROM A 1
 GZ0605'STORY FRAME HOUSE, 28.5 FEET NORTH OF THE INTERSECTION OF
 GZ0605'HIGHWAY AND DRIVE SOUTHWEST, 14.5 FEET WEST OF THE CENTER OF
 GZ0605'FARM ROAD AT GATE, 1.5 FEET SOUTH OF METAL WITNESS POST AND
 GZ0605'SIGN AND ABOUT 1 FOOT LOWER THAN HIGHWAY.  A KENTUCKY DEPARTMENT
 GZ0605'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 GZ0605'3 INCHES AND STAMPED I-75 L-12 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0604 ***********************************************************************
 GZ0604  DESIGNATION -  I75 L 13
 GZ0604  PID         -  GZ0604
 GZ0604  STATE/COUNTY-  KY/LAUREL
 GZ0604  USGS QUAD   -  LONDON SW (1979)
 GZ0604
 GZ0604                         *CURRENT SURVEY CONTROL
 GZ0604  ___________________________________________________________________
 GZ0604* NAD 83(1986)-  37 04 10.     (N)    084 09 02.     (W)     SCALED    
 GZ0604* NAVD 88     -       355.942  (meters)    1167.79   (feet)  ADJUSTED  
 GZ0604  ___________________________________________________________________
 GZ0604  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 GZ0604  DYNAMIC HT  -         355.664 (meters)    1166.87  (feet)  COMP
 GZ0604  MODELED GRAV-     979,838.4   (mgal)                       NAVD 88
 GZ0604
 GZ0604  VERT ORDER  -  SECOND    CLASS 0
 GZ0604
 GZ0604.The horizontal coordinates were scaled from a topographic map and have
 GZ0604.an estimated accuracy of +/- 6 seconds.
 GZ0604
 GZ0604.The orthometric height was determined by differential leveling
 GZ0604.and adjusted by the National Geodetic Survey in June 1991..
 GZ0604
 GZ0604.The geoid height was determined by GEOID03.
 GZ0604
 GZ0604.The dynamic height is computed by dividing the NAVD 88
 GZ0604.geopotential number by the normal gravity value computed on the
 GZ0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0604.degrees latitude (g = 980.6199 gals.).
 GZ0604
 GZ0604.The modeled gravity was interpolated from observed gravity values.
 GZ0604
 GZ0604;                    North         East    Units  Estimated Accuracy
 GZ0604;SPC KY1Z     - 1,082,920.    1,642,230.      MT  (+/- 180 meters Scaled)
 GZ0604
 GZ0604                          SUPERSEDED SURVEY CONTROL
 GZ0604
 GZ0604  NGVD 29 (??/??/92)  356.101  (m)         1168.31   (f) ADJ UNCH    2 0
 GZ0604
 GZ0604.Superseded values are not recommended for survey control.
 GZ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0604.See file dsdata.txt to determine how the superseded data were derived.
 GZ0604
 GZ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG533063(NAD 83)
 GZ0604_MARKER: DD = SURVEY DISK
 GZ0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0604_STAMPING: I 75 L 13 1961
 GZ0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0604+STABILITY: SURFACE MOTION
 GZ0604
 GZ0604  HISTORY     - Date     Condition        Report By
 GZ0604  HISTORY     - 1961     MONUMENTED       PAS
 GZ0604
 GZ0604                          STATION DESCRIPTION
 GZ0604
 GZ0604'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0604'6 MI SW FROM LONDON.
 GZ0604'ABOUT 5.6 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE
 GZ0604'COURT HOUSE IN LONDON TO PLEASANT VIEW CHURCH, THENCE ABOUT
 GZ0604'0.35 MILE NORTHWEST ALONG A GRAVEL ROAD, ABOUT 250 FEET
 GZ0604'SOUTHWEST OF A SHARP CURVE WITH TANGENTS EXTENDING SOUTHEAST
 GZ0604'AND SOUTHWEST, 39.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GZ0604'BARN, 35.5 FEET WEST AND ACROSS ROAD FROM A 12-INCH WHITE
 GZ0604'OAK TREE, 15.5 FEET NORTHWEST OF THE CENTER OF ROAD, 3.0 FEET
 GZ0604'NORTHWEST OF METAL WITNESS POST AND SIGN AND ABOUT 1 FOOT HIGHER
 GZ0604'THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 GZ0604'SET IN TOP OF CONCRETE POST PROJECTING 3 INCHES AND STAMPED
 GZ0604'I-75 L-13 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0602 ***********************************************************************
 GZ0602  DESIGNATION -  I75 L 14
 GZ0602  PID         -  GZ0602
 GZ0602  STATE/COUNTY-  KY/LAUREL
 GZ0602  USGS QUAD   -  LONDON SW (1979)
 GZ0602
 GZ0602                         *CURRENT SURVEY CONTROL
 GZ0602  ___________________________________________________________________
 GZ0602* NAD 83(1986)-  37 05 00.     (N)    084 08 33.     (W)     SCALED    
 GZ0602* NAVD 88     -       375.263  (meters)    1231.18   (feet)  ADJUSTED  
 GZ0602  ___________________________________________________________________
 GZ0602  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GZ0602  DYNAMIC HT  -         374.970 (meters)    1230.21  (feet)  COMP
 GZ0602  MODELED GRAV-     979,838.4   (mgal)                       NAVD 88
 GZ0602
 GZ0602  VERT ORDER  -  SECOND    CLASS 0
 GZ0602
 GZ0602.The horizontal coordinates were scaled from a topographic map and have
 GZ0602.an estimated accuracy of +/- 6 seconds.
 GZ0602
 GZ0602.The orthometric height was determined by differential leveling
 GZ0602.and adjusted by the National Geodetic Survey in June 1991..
 GZ0602
 GZ0602.The geoid height was determined by GEOID03.
 GZ0602
 GZ0602.The dynamic height is computed by dividing the NAVD 88
 GZ0602.geopotential number by the normal gravity value computed on the
 GZ0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0602.degrees latitude (g = 980.6199 gals.).
 GZ0602
 GZ0602.The modeled gravity was interpolated from observed gravity values.
 GZ0602
 GZ0602;                    North         East    Units  Estimated Accuracy
 GZ0602;SPC KY1Z     - 1,084,470.    1,642,920.      MT  (+/- 180 meters Scaled)
 GZ0602
 GZ0602                          SUPERSEDED SURVEY CONTROL
 GZ0602
 GZ0602  NGVD 29 (??/??/92)  375.422  (m)         1231.70   (f) ADJ UNCH    2 0
 GZ0602
 GZ0602.Superseded values are not recommended for survey control.
 GZ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0602.See file dsdata.txt to determine how the superseded data were derived.
 GZ0602
 GZ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG540079(NAD 83)
 GZ0602_MARKER: DD = SURVEY DISK
 GZ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0602_STAMPING: I 75 L 14 1961
 GZ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0602+STABILITY: SURFACE MOTION
 GZ0602
 GZ0602  HISTORY     - Date     Condition        Report By
 GZ0602  HISTORY     - 1961     MONUMENTED       PAS
 GZ0602
 GZ0602                          STATION DESCRIPTION
 GZ0602
 GZ0602'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0602'5.2 MI NW FROM LONDON.
 GZ0602'ABOUT 4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE COURT
 GZ0602'HOUSE IN LONDON, THENCE ABOUT 0.5 MILE NORTHWEST ALONG A GRAVEL
 GZ0602'ROAD, 35.5 FEET WEST OF A FENCE CORNER, 26.0 FEET EAST OF THE
 GZ0602'NORTHEAST CORNER OF BARN, 17 FEET SOUTH OF THE CENTER OF ROAD,
 GZ0602'5.0 FEET EAST OF AN 8-INCH MAPLE TREE, 1.7 FEET NORTHWEST OF METAL
 GZ0602'WITNESS POST AND SIGN AND ABOUT 2 1/2 FEET HIGHER THAN ROAD.
 GZ0602'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0602'CONCRETE POST PROJECTING 3 INCHES AND STAMPED I-75 L-14 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0603 ***********************************************************************
 GZ0603  DESIGNATION -  I75 L 15
 GZ0603  PID         -  GZ0603
 GZ0603  STATE/COUNTY-  KY/LAUREL
 GZ0603  USGS QUAD   -  LONDON SW (1979)
 GZ0603
 GZ0603                         *CURRENT SURVEY CONTROL
 GZ0603  ___________________________________________________________________
 GZ0603* NAD 83(1986)-  37 05 06.     (N)    084 09 15.     (W)     SCALED    
 GZ0603* NAVD 88     -       358.207  (meters)    1175.22   (feet)  ADJUSTED  
 GZ0603  ___________________________________________________________________
 GZ0603  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GZ0603  DYNAMIC HT  -         357.928 (meters)    1174.30  (feet)  COMP
 GZ0603  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 GZ0603
 GZ0603  VERT ORDER  -  SECOND    CLASS 0
 GZ0603
 GZ0603.The horizontal coordinates were scaled from a topographic map and have
 GZ0603.an estimated accuracy of +/- 6 seconds.
 GZ0603
 GZ0603.The orthometric height was determined by differential leveling
 GZ0603.and adjusted by the National Geodetic Survey in June 1991..
 GZ0603
 GZ0603.The geoid height was determined by GEOID03.
 GZ0603
 GZ0603.The dynamic height is computed by dividing the NAVD 88
 GZ0603.geopotential number by the normal gravity value computed on the
 GZ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0603.degrees latitude (g = 980.6199 gals.).
 GZ0603
 GZ0603.The modeled gravity was interpolated from observed gravity values.
 GZ0603
 GZ0603;                    North         East    Units  Estimated Accuracy
 GZ0603;SPC KY1Z     - 1,084,640.    1,641,880.      MT  (+/- 180 meters Scaled)
 GZ0603
 GZ0603                          SUPERSEDED SURVEY CONTROL
 GZ0603
 GZ0603  NGVD 29 (??/??/92)  358.366  (m)         1175.74   (f) ADJ UNCH    2 0
 GZ0603
 GZ0603.Superseded values are not recommended for survey control.
 GZ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0603.See file dsdata.txt to determine how the superseded data were derived.
 GZ0603
 GZ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG529080(NAD 83)
 GZ0603_MARKER: DD = SURVEY DISK
 GZ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0603_STAMPING: I 75 L 15 1961
 GZ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0603+STABILITY: SURFACE MOTION
 GZ0603
 GZ0603  HISTORY     - Date     Condition        Report By
 GZ0603  HISTORY     - 1961     MONUMENTED       PAS
 GZ0603
 GZ0603                          STATION DESCRIPTION
 GZ0603
 GZ0603'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0603'5.5 MI NW FROM LONDON.
 GZ0603'ABOUT 4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE COURT
 GZ0603'HOUSE IN LONDON, THENCE ABOUT 1.25 MILES NORTHWEST ALONG GRAVEL
 GZ0603'ROAD, 54.5 FEET WEST OF THE SOUTHWEST CORNER OF BARN, 50.5
 GZ0603'FEET NORTHEAST AND ACROSS ROAD FROM A 12-INCH MAPLE TREE, 47.5
 GZ0603'FEET EAST OF A TELEPHONE POLE, 39.5 FEET WEST OF THE WEST END OF
 GZ0603'WOODEN GATE, 16 FEET NORTH OF THE CENTER OF ROAD, 2.0 FEET SOUTH
 GZ0603'OF METAL WITNESS POST AND SIGN AND ABOUT 1 FOOT HIGHER THAN
 GZ0603'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 GZ0603'TOP OF CONCRETE POST PROJECTING 2 INCHES AND STAMPED I-75 L-15
 GZ0603'1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0601 ***********************************************************************
 GZ0601  DESIGNATION -  I75 L 16
 GZ0601  PID         -  GZ0601
 GZ0601  STATE/COUNTY-  KY/LAUREL
 GZ0601  USGS QUAD   -  LONDON SW (1979)
 GZ0601
 GZ0601                         *CURRENT SURVEY CONTROL
 GZ0601  ___________________________________________________________________
 GZ0601* NAD 83(1986)-  37 05 59.     (N)    084 09 54.     (W)     SCALED    
 GZ0601* NAVD 88     -       356.797  (meters)    1170.59   (feet)  ADJUSTED  
 GZ0601  ___________________________________________________________________
 GZ0601  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GZ0601  DYNAMIC HT  -         356.521 (meters)    1169.69  (feet)  COMP
 GZ0601  MODELED GRAV-     979,844.7   (mgal)                       NAVD 88
 GZ0601
 GZ0601  VERT ORDER  -  SECOND    CLASS 0
 GZ0601
 GZ0601.The horizontal coordinates were scaled from a topographic map and have
 GZ0601.an estimated accuracy of +/- 6 seconds.
 GZ0601
 GZ0601.The orthometric height was determined by differential leveling
 GZ0601.and adjusted by the National Geodetic Survey in June 1991..
 GZ0601
 GZ0601.The geoid height was determined by GEOID03.
 GZ0601
 GZ0601.The dynamic height is computed by dividing the NAVD 88
 GZ0601.geopotential number by the normal gravity value computed on the
 GZ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0601.degrees latitude (g = 980.6199 gals.).
 GZ0601
 GZ0601.The modeled gravity was interpolated from observed gravity values.
 GZ0601
 GZ0601;                    North         East    Units  Estimated Accuracy
 GZ0601;SPC KY1Z     - 1,086,250.    1,640,890.      MT  (+/- 180 meters Scaled)
 GZ0601
 GZ0601                          SUPERSEDED SURVEY CONTROL
 GZ0601
 GZ0601  NGVD 29 (??/??/92)  356.958  (m)         1171.12   (f) ADJ UNCH    2 0
 GZ0601
 GZ0601.Superseded values are not recommended for survey control.
 GZ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0601.See file dsdata.txt to determine how the superseded data were derived.
 GZ0601
 GZ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG519096(NAD 83)
 GZ0601_MARKER: DD = SURVEY DISK
 GZ0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0601_STAMPING: I 75 L 16 1961
 GZ0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0601+STABILITY: SURFACE MOTION
 GZ0601
 GZ0601  HISTORY     - Date     Condition        Report By
 GZ0601  HISTORY     - 1961     MONUMENTED       PAS
 GZ0601
 GZ0601                          STATION DESCRIPTION
 GZ0601
 GZ0601'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0601'5.6 MI SE FROM BERNSTADT.
 GZ0601'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 80 FROM THE SWISS
 GZ0601'COLONY BAPTIST CHURCH AT BERNSTADT, THENCE ABOUT 2.85 MILES
 GZ0601'SOUTH ALONG A GRAVEL ROAD TO A JUNCTION NEAR WHITSON SCHOOL,
 GZ0601'THENCE ABOUT 0.75 MILE SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 GZ0601'ABOUT 0.4 MILE SOUTH ALONG A DIRT DRIVE, 96.5 FEET NORTHWEST OF
 GZ0601'THE NORTHEAST CORNER OF A LOG DWELLING, 15.5 FEET SOUTHWEST OF
 GZ0601'THE CENTER OF DRIVE, 1.8 FEET SOUTHEAST OF METAL WITNESS POST
 GZ0601'AND SIGN AND ABOUT LEVEL WITH DRIVE.  A KENTUCKY DEPARTMENT
 GZ0601'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 GZ0601'3 INCHES AND STAMPED I-75 L-16 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0600 ***********************************************************************
 GZ0600  DESIGNATION -  I75 L 17
 GZ0600  PID         -  GZ0600
 GZ0600  STATE/COUNTY-  KY/LAUREL
 GZ0600  USGS QUAD   -  LONDON SW (1979)
 GZ0600
 GZ0600                         *CURRENT SURVEY CONTROL
 GZ0600  ___________________________________________________________________
 GZ0600* NAD 83(1986)-  37 06 56.     (N)    084 10 05.     (W)     SCALED    
 GZ0600* NAVD 88     -       368.831  (meters)    1210.07   (feet)  ADJUSTED  
 GZ0600  ___________________________________________________________________
 GZ0600  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GZ0600  DYNAMIC HT  -         368.545 (meters)    1209.13  (feet)  COMP
 GZ0600  MODELED GRAV-     979,845.6   (mgal)                       NAVD 88
 GZ0600
 GZ0600  VERT ORDER  -  SECOND    CLASS 0
 GZ0600
 GZ0600.The horizontal coordinates were scaled from a topographic map and have
 GZ0600.an estimated accuracy of +/- 6 seconds.
 GZ0600
 GZ0600.The orthometric height was determined by differential leveling
 GZ0600.and adjusted by the National Geodetic Survey in June 1991..
 GZ0600
 GZ0600.The geoid height was determined by GEOID03.
 GZ0600
 GZ0600.The dynamic height is computed by dividing the NAVD 88
 GZ0600.geopotential number by the normal gravity value computed on the
 GZ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0600.degrees latitude (g = 980.6199 gals.).
 GZ0600
 GZ0600.The modeled gravity was interpolated from observed gravity values.
 GZ0600
 GZ0600;                    North         East    Units  Estimated Accuracy
 GZ0600;SPC KY1Z     - 1,088,010.    1,640,590.      MT  (+/- 180 meters Scaled)
 GZ0600
 GZ0600                          SUPERSEDED SURVEY CONTROL
 GZ0600
 GZ0600  NGVD 29 (??/??/92)  368.992  (m)         1210.60   (f) ADJ UNCH    2 0
 GZ0600
 GZ0600.Superseded values are not recommended for survey control.
 GZ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0600.See file dsdata.txt to determine how the superseded data were derived.
 GZ0600
 GZ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG516114(NAD 83)
 GZ0600_MARKER: DD = SURVEY DISK
 GZ0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0600_STAMPING: I-75 L-17 1961
 GZ0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0600+STABILITY: SURFACE MOTION
 GZ0600
 GZ0600  HISTORY     - Date     Condition        Report By
 GZ0600  HISTORY     - 1961     MONUMENTED       PAS
 GZ0600
 GZ0600                          STATION DESCRIPTION
 GZ0600
 GZ0600'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0600'4.4 MI SE FROM BERNSTADT.
 GZ0600'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 80 FROM THE SWISS
 GZ0600'COLONY BAPTIST CHURCH AT BERNSTADT, THENCE ABOUT 2.85 MILES SOUTH
 GZ0600'ALONG A GRAVEL ROAD, ABOUT 225 FEET NORTH OF WHITSON SCHOOL, 54
 GZ0600'FEET SOUTHEAST OF T-ROAD INTERSECTION, 42 FEET EAST OF THE
 GZ0600'CENTER OF NORTH-SOUTH ROAD, 32 FEET SOUTH OF THE CENTER OF ROAD
 GZ0600'SOUTHEAST, 25.5 FEET EAST OF A 15-INCH WHITE OAK TREE, 1.9 FEET
 GZ0600'WEST OF METAL WITNESS POST AND SIGN AND ABOUT 1 FOOT LOWER THAN
 GZ0600'INTERSECTION.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 GZ0600'SET IN TOP OF CONCRETE POST PROJECTING 1 INCH AND STAMPED
 GZ0600'I-75 L-17 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0598 ***********************************************************************
 GZ0598  DESIGNATION -  I75 L 19
 GZ0598  PID         -  GZ0598
 GZ0598  STATE/COUNTY-  KY/LAUREL
 GZ0598  USGS QUAD   -  BERNSTADT (1969)
 GZ0598
 GZ0598                         *CURRENT SURVEY CONTROL
 GZ0598  ___________________________________________________________________
 GZ0598* NAD 83(1986)-  37 08 11.     (N)    084 10 03.     (W)     SCALED    
 GZ0598* NAVD 88     -       380.702  (meters)    1249.02   (feet)  ADJUSTED  
 GZ0598  ___________________________________________________________________
 GZ0598  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 GZ0598  DYNAMIC HT  -         380.407 (meters)    1248.05  (feet)  COMP
 GZ0598  MODELED GRAV-     979,845.1   (mgal)                       NAVD 88
 GZ0598
 GZ0598  VERT ORDER  -  SECOND    CLASS 0
 GZ0598
 GZ0598.The horizontal coordinates were scaled from a topographic map and have
 GZ0598.an estimated accuracy of +/- 6 seconds.
 GZ0598
 GZ0598.The orthometric height was determined by differential leveling
 GZ0598.and adjusted by the National Geodetic Survey in June 1991..
 GZ0598
 GZ0598.The geoid height was determined by GEOID03.
 GZ0598
 GZ0598.The dynamic height is computed by dividing the NAVD 88
 GZ0598.geopotential number by the normal gravity value computed on the
 GZ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0598.degrees latitude (g = 980.6199 gals.).
 GZ0598
 GZ0598.The modeled gravity was interpolated from observed gravity values.
 GZ0598
 GZ0598;                    North         East    Units  Estimated Accuracy
 GZ0598;SPC KY1Z     - 1,090,320.    1,640,600.      MT  (+/- 180 meters Scaled)
 GZ0598
 GZ0598                          SUPERSEDED SURVEY CONTROL
 GZ0598
 GZ0598  NGVD 29 (??/??/92)  380.862  (m)         1249.54   (f) ADJ UNCH    2 0
 GZ0598
 GZ0598.Superseded values are not recommended for survey control.
 GZ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0598.See file dsdata.txt to determine how the superseded data were derived.
 GZ0598
 GZ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG516137(NAD 83)
 GZ0598_MARKER: DD = SURVEY DISK
 GZ0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0598_STAMPING: I-75 L-19 1961
 GZ0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0598+STABILITY: SURFACE MOTION
 GZ0598
 GZ0598  HISTORY     - Date     Condition        Report By
 GZ0598  HISTORY     - 1961     MONUMENTED       PAS
 GZ0598
 GZ0598                          STATION DESCRIPTION
 GZ0598
 GZ0598'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0598'2.6 MI SE FROM BERNSTADT.
 GZ0598'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 80 FROM THE SWISS COLONY
 GZ0598'BAPTIST CHURCH AT BERNSTADT, THENCE ABOUT 1.0 MILE SOUTH ALONG A
 GZ0598'GRAVEL ROAD, AT A SHARP CURVE IN ROAD AT ABANDONED STRIP MINE, 38
 GZ0598'FEET SOUTHEAST OF THE INTERSECTION OF ROAD AND DRIVE SOUTH, 17
 GZ0598'FEET EAST OF THE CENTER OF DRIVE, 3.0 FEET SOUTHWEST OF METAL
 GZ0598'WITNESS POST AND SIGN, 1.8 FEET NORTHWEST OF A TELEPHONE POLE AND
 GZ0598'ABOUT 2 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0598'BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 3 INCHES
 GZ0598'AND STAMPED I-75 L-19 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0419 ***********************************************************************
 GB0419  DESIGNATION -  I75 L 2
 GB0419  PID         -  GB0419
 GB0419  STATE/COUNTY-  KY/WHITLEY
 GB0419  USGS QUAD   -  VOX (1982)
 GB0419
 GB0419                         *CURRENT SURVEY CONTROL
 GB0419  ___________________________________________________________________
 GB0419* NAD 83(1986)-  36 55 27.     (N)    084 10 36.     (W)     SCALED    
 GB0419* NAVD 88     -       329.611  (meters)    1081.40   (feet)  ADJUSTED  
 GB0419  ___________________________________________________________________
 GB0419  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GB0419  DYNAMIC HT  -         329.345 (meters)    1080.53  (feet)  COMP
 GB0419  MODELED GRAV-     979,815.2   (mgal)                       NAVD 88
 GB0419
 GB0419  VERT ORDER  -  SECOND    CLASS 0
 GB0419
 GB0419.The horizontal coordinates were scaled from a topographic map and have
 GB0419.an estimated accuracy of +/- 6 seconds.
 GB0419
 GB0419.The orthometric height was determined by differential leveling
 GB0419.and adjusted by the National Geodetic Survey in June 1991..
 GB0419
 GB0419.The geoid height was determined by GEOID03.
 GB0419
 GB0419.The dynamic height is computed by dividing the NAVD 88
 GB0419.geopotential number by the normal gravity value computed on the
 GB0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0419.degrees latitude (g = 980.6199 gals.).
 GB0419
 GB0419.The modeled gravity was interpolated from observed gravity values.
 GB0419
 GB0419;                    North         East    Units  Estimated Accuracy
 GB0419;SPC KY1Z     - 1,066,760.    1,640,180.      MT  (+/- 180 meters Scaled)
 GB0419
 GB0419                          SUPERSEDED SURVEY CONTROL
 GB0419
 GB0419  NGVD 29 (??/??/92)  329.764  (m)         1081.90   (f) ADJ UNCH    2 0
 GB0419
 GB0419.Superseded values are not recommended for survey control.
 GB0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0419.See file dsdata.txt to determine how the superseded data were derived.
 GB0419
 GB0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF514901(NAD 83)
 GB0419_MARKER: DD = SURVEY DISK
 GB0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0419_STAMPING: I-75 L-2 1961
 GB0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0419+STABILITY: SURFACE MOTION
 GB0419
 GB0419  HISTORY     - Date     Condition        Report By
 GB0419  HISTORY     - 1961     MONUMENTED       PAS
 GB0419  HISTORY     - 1962     GOOD             NGS
 GB0419  HISTORY     - 19930801 MARK NOT FOUND   KYDT
 GB0419
 GB0419                          STATION DESCRIPTION
 GB0419
 GB0419'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GB0419'5 MI W FROM CORBIN.
 GB0419'ABOUT 5.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 25 W FROM THE POST
 GB0419'OFFICE IN CORBIN, THENCE ABOUT 1.5 MILES NORTH ALONG STATE
 GB0419'HIGHWAY 727 TO A CROSSROAD, THENCE ABOUT 2.0 MILES WEST ALONG A
 GB0419'BLACK TOP AND A GRAVEL ROAD, ABOUT 120 FEET WEST OF CONOE CREEK,
 GB0419'16.5 FEET NORTH OF THE CENTER OF ROAD, 4.5 FEET SOUTH OF AN
 GB0419'8-INCH PINE TREE AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A
 GB0419'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GB0419'CONCRETE POST PROJECTING 1 INCH AND STAMPED I-75 L-2 1961.
 GB0419
 GB0419                          STATION RECOVERY (1962)
 GB0419
 GB0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0419'RECOVERED IN GOOD CONDITION.
 GB0419
 GB0419                          STATION RECOVERY (1993)
 GB0419
 GB0419'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0597 ***********************************************************************
 GZ0597  DESIGNATION -  I75 L 20
 GZ0597  PID         -  GZ0597
 GZ0597  STATE/COUNTY-  KY/LAUREL
 GZ0597  USGS QUAD   -  BERNSTADT (1969)
 GZ0597
 GZ0597                         *CURRENT SURVEY CONTROL
 GZ0597  ___________________________________________________________________
 GZ0597* NAD 83(1986)-  37 09 23.     (N)    084 10 41.     (W)     SCALED    
 GZ0597* NAVD 88     -       372.070  (meters)    1220.70   (feet)  ADJUSTED  
 GZ0597  ___________________________________________________________________
 GZ0597  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GZ0597  DYNAMIC HT  -         371.782 (meters)    1219.75  (feet)  COMP
 GZ0597  MODELED GRAV-     979,846.6   (mgal)                       NAVD 88
 GZ0597
 GZ0597  VERT ORDER  -  SECOND    CLASS 0
 GZ0597
 GZ0597.The horizontal coordinates were scaled from a topographic map and have
 GZ0597.an estimated accuracy of +/- 6 seconds.
 GZ0597
 GZ0597.The orthometric height was determined by differential leveling
 GZ0597.and adjusted by the National Geodetic Survey in June 1991..
 GZ0597
 GZ0597.The geoid height was determined by GEOID03.
 GZ0597
 GZ0597.The dynamic height is computed by dividing the NAVD 88
 GZ0597.geopotential number by the normal gravity value computed on the
 GZ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0597.degrees latitude (g = 980.6199 gals.).
 GZ0597
 GZ0597.The modeled gravity was interpolated from observed gravity values.
 GZ0597
 GZ0597;                    North         East    Units  Estimated Accuracy
 GZ0597;SPC KY1Z     - 1,092,520.    1,639,630.      MT  (+/- 180 meters Scaled)
 GZ0597
 GZ0597                          SUPERSEDED SURVEY CONTROL
 GZ0597
 GZ0597  NGVD 29 (??/??/92)  372.230  (m)         1221.22   (f) ADJ UNCH    2 0
 GZ0597
 GZ0597.Superseded values are not recommended for survey control.
 GZ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0597.See file dsdata.txt to determine how the superseded data were derived.
 GZ0597
 GZ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG505159(NAD 83)
 GZ0597_MARKER: DD = SURVEY DISK
 GZ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0597_STAMPING: I-75 L-20 1961
 GZ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0597+STABILITY: SURFACE MOTION
 GZ0597
 GZ0597  HISTORY     - Date     Condition        Report By
 GZ0597  HISTORY     - 1961     MONUMENTED       PAS
 GZ0597
 GZ0597                          STATION DESCRIPTION
 GZ0597
 GZ0597'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0597'1.2 MI NE FROM BERNSTADT.
 GZ0597'ABOUT 0.95 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SWISS
 GZ0597'COLONY BAPTIST CHURCH AT BERNSTADT, THENCE ABOUT 0.3 MILE NORTH
 GZ0597'ALONG A GRAVEL ROAD, AT A SHARP CURVE IN ROAD WITH TANGENTS
 GZ0597'EXTENDING SOUTH AND NORTHEAST, 42.5 FEET SOUTH AND ACROSS ROAD
 GZ0597'FROM A 12-INCH TWIN TRUNK POPLAR TREE, 21 FEET EAST OF THE
 GZ0597'INTERSECTION OF ROAD AND DRIVE NORTH, 15 FEET SOUTHEAST OF THE
 GZ0597'CENTER OF ROAD, 12.3 FEET NORTHEAST OF A 15-INCH WHITE OAK TREE,
 GZ0597'2.2 FEET WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GZ0597'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 GZ0597'POST PROJECTING 3 INCHES AND STAMPED I-75 L-20 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0596 ***********************************************************************
 GZ0596  DESIGNATION -  I75 L 21
 GZ0596  PID         -  GZ0596
 GZ0596  STATE/COUNTY-  KY/LAUREL
 GZ0596  USGS QUAD   -  BERNSTADT (1969)
 GZ0596
 GZ0596                         *CURRENT SURVEY CONTROL
 GZ0596  ___________________________________________________________________
 GZ0596* NAD 83(1986)-  37 11 22.     (N)    084 12 56.     (W)     SCALED    
 GZ0596* NAVD 88     -       331.611  (meters)    1087.96   (feet)  ADJUSTED  
 GZ0596  ___________________________________________________________________
 GZ0596  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 GZ0596  DYNAMIC HT  -         331.357 (meters)    1087.13  (feet)  COMP
 GZ0596  MODELED GRAV-     979,855.9   (mgal)                       NAVD 88
 GZ0596
 GZ0596  VERT ORDER  -  SECOND    CLASS 0
 GZ0596
 GZ0596.The horizontal coordinates were scaled from a topographic map and have
 GZ0596.an estimated accuracy of +/- 6 seconds.
 GZ0596
 GZ0596.The orthometric height was determined by differential leveling
 GZ0596.and adjusted by the National Geodetic Survey in June 1991..
 GZ0596
 GZ0596.The geoid height was determined by GEOID03.
 GZ0596
 GZ0596.The dynamic height is computed by dividing the NAVD 88
 GZ0596.geopotential number by the normal gravity value computed on the
 GZ0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0596.degrees latitude (g = 980.6199 gals.).
 GZ0596
 GZ0596.The modeled gravity was interpolated from observed gravity values.
 GZ0596
 GZ0596;                    North         East    Units  Estimated Accuracy
 GZ0596;SPC KY1Z     - 1,096,140.    1,636,230.      MT  (+/- 180 meters Scaled)
 GZ0596
 GZ0596                          SUPERSEDED SURVEY CONTROL
 GZ0596
 GZ0596  NGVD 29 (??/??/92)  331.770  (m)         1088.48   (f) ADJ UNCH    2 0
 GZ0596
 GZ0596.Superseded values are not recommended for survey control.
 GZ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0596.See file dsdata.txt to determine how the superseded data were derived.
 GZ0596
 GZ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG471195(NAD 83)
 GZ0596_MARKER: DD = SURVEY DISK
 GZ0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0596_STAMPING: I-75 L-21 1961
 GZ0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0596+STABILITY: SURFACE MOTION
 GZ0596
 GZ0596  HISTORY     - Date     Condition        Report By
 GZ0596  HISTORY     - 1961     MONUMENTED       PAS
 GZ0596
 GZ0596                          STATION DESCRIPTION
 GZ0596
 GZ0596'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0596'3 MI NW FROM BERNSTADT.
 GZ0596'ABOUT 2.55 MILES NORTH ALONG A BLACK TOP ROAD FROM THE SWISS
 GZ0596'COLONY BAPTIST CHURCH AT BERNSTADT, THENCE ABOUT 0.6 MILE WEST
 GZ0596'ALONG A DIRT ROAD TO AN OLD ROAD RIGHT JUST WEST OF BRANCH,
 GZ0596'THENCE ABOUT 0.2 MILE NORTHWEST ALONG OLD ROAD (ACCESSIBLE BY
 GZ0596'FOUR WHEEL DRIVE VEHICLE ONLY), ABOUT 0.1 MILE NORTHWEST
 GZ0596'OF A STREAM CROSSING, 17.0 FEET NORTHWEST OF A 14-INCH BLACK GUM
 GZ0596'TREE WITH TRIANGULAR BLAZE, 10 FEET SOUTHWEST OF THE CENTER
 GZ0596'OF ROAD, 9.6 FEET SOUTHEAST OF A 10-INCH HICKORY TREE WITH
 GZ0596'TRIANGULAR BLAZE, 2.2 FEET NORTHEAST OF METAL WITNESS POST AND
 GZ0596'SIGN AND ABOUT 1 FOOT LOWER THAN ROAD.  A KENTUCKY DEPARTMENT OF
 GZ0596'HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 GZ0596'3 INCHES AND STAMPED I-75 L-21 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0595 ***********************************************************************
 GZ0595  DESIGNATION -  I75 L 22
 GZ0595  PID         -  GZ0595
 GZ0595  STATE/COUNTY-  KY/LAUREL
 GZ0595  USGS QUAD   -  BERNSTADT (1969)
 GZ0595
 GZ0595                         *CURRENT SURVEY CONTROL
 GZ0595  ___________________________________________________________________
 GZ0595* NAD 83(1986)-  37 11 57.     (N)    084 13 47.     (W)     SCALED    
 GZ0595* NAVD 88     -       377.922  (meters)    1239.90   (feet)  ADJUSTED  
 GZ0595  ___________________________________________________________________
 GZ0595  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 GZ0595  DYNAMIC HT  -         377.635 (meters)    1238.96  (feet)  COMP
 GZ0595  MODELED GRAV-     979,859.9   (mgal)                       NAVD 88
 GZ0595
 GZ0595  VERT ORDER  -  SECOND    CLASS 0
 GZ0595
 GZ0595.The horizontal coordinates were scaled from a topographic map and have
 GZ0595.an estimated accuracy of +/- 6 seconds.
 GZ0595
 GZ0595.The orthometric height was determined by differential leveling
 GZ0595.and adjusted by the National Geodetic Survey in June 1991..
 GZ0595
 GZ0595.The geoid height was determined by GEOID03.
 GZ0595
 GZ0595.The dynamic height is computed by dividing the NAVD 88
 GZ0595.geopotential number by the normal gravity value computed on the
 GZ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0595.degrees latitude (g = 980.6199 gals.).
 GZ0595
 GZ0595.The modeled gravity was interpolated from observed gravity values.
 GZ0595
 GZ0595;                    North         East    Units  Estimated Accuracy
 GZ0595;SPC KY1Z     - 1,097,190.    1,634,960.      MT  (+/- 180 meters Scaled)
 GZ0595
 GZ0595                          SUPERSEDED SURVEY CONTROL
 GZ0595
 GZ0595  NGVD 29 (??/??/92)  378.086  (m)         1240.44   (f) ADJ UNCH    2 0
 GZ0595
 GZ0595.Superseded values are not recommended for survey control.
 GZ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0595.See file dsdata.txt to determine how the superseded data were derived.
 GZ0595
 GZ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG458205(NAD 83)
 GZ0595_MARKER: DD = SURVEY DISK
 GZ0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0595_STAMPING: I-75 L-22 1961
 GZ0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0595+STABILITY: SURFACE MOTION
 GZ0595
 GZ0595  HISTORY     - Date     Condition        Report By
 GZ0595  HISTORY     - 1961     MONUMENTED       PAS
 GZ0595
 GZ0595                          STATION DESCRIPTION
 GZ0595
 GZ0595'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0595'4 MI NW FROM BERNSTADT.
 GZ0595'ABOUT 2.55 MILES NORTH ALONG A BLACK TOP ROAD FROM THE SWISS
 GZ0595'COLONY BAPTIST CHURCH AT BERNSTADT, THENCE ABOUT 0.6 MILE WEST
 GZ0595'ALONG A DIRT ROAD TO AN OLD ROAD RIGHT JUST WEST OF BRANCH, THENCE
 GZ0595'ABOUT 1.45 MILES NORTHWEST ALONG OLD ROAD (ACCESSIBLE BY FOUR
 GZ0595'WHEEL DRIVE VEHICLE ONLY) TO A FORK AT TOP OF RIDGE, TURN
 GZ0595'SHARP RIGHT AND GO NORTHEAST ON OLD ROAD FOR 0.2 MILE, APPROXIMATELY
 GZ0595'150 FEET WEST OF AN OLD HOUSE SITE, 28 FEET SOUTHWEST OF THE
 GZ0595'INTERSECTION OF ROAD AND TRAIL, 16 FEET NORTHEAST OF A TWIN
 GZ0595'10-INCH POST OAK TREE, 10 FEET NORTHWEST OF THE CENTER OF TRAIL,
 GZ0595'10 FEET SOUTH OF THE CENTER OF ROAD, 2.3 FEET NORTHEAST OF METAL
 GZ0595'WITNESS POST AND SIGN AND ABOUT 1 FOOT HIGHER THAN ROAD.  A
 GZ0595'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0595'CONCRETE POST PROJECTING 1 INCH AND STAMPED I-75 L-22 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0594 ***********************************************************************
 GZ0594  DESIGNATION -  I75 L 22 A
 GZ0594  PID         -  GZ0594
 GZ0594  STATE/COUNTY-  KY/LAUREL
 GZ0594  USGS QUAD   -  BERNSTADT (1969)
 GZ0594
 GZ0594                         *CURRENT SURVEY CONTROL
 GZ0594  ___________________________________________________________________
 GZ0594* NAD 83(1986)-  37 11 33.     (N)    084 14 18.     (W)     SCALED    
 GZ0594* NAVD 88     -       391.164  (meters)    1283.34   (feet)  ADJUSTED  
 GZ0594  ___________________________________________________________________
 GZ0594  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GZ0594  DYNAMIC HT  -         390.867 (meters)    1282.37  (feet)  COMP
 GZ0594  MODELED GRAV-     979,859.3   (mgal)                       NAVD 88
 GZ0594
 GZ0594  VERT ORDER  -  SECOND    CLASS 0
 GZ0594
 GZ0594.The horizontal coordinates were scaled from a topographic map and have
 GZ0594.an estimated accuracy of +/- 6 seconds.
 GZ0594
 GZ0594.The orthometric height was determined by differential leveling
 GZ0594.and adjusted by the National Geodetic Survey in June 1991..
 GZ0594
 GZ0594.The geoid height was determined by GEOID03.
 GZ0594
 GZ0594.The dynamic height is computed by dividing the NAVD 88
 GZ0594.geopotential number by the normal gravity value computed on the
 GZ0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0594.degrees latitude (g = 980.6199 gals.).
 GZ0594
 GZ0594.The modeled gravity was interpolated from observed gravity values.
 GZ0594
 GZ0594;                    North         East    Units  Estimated Accuracy
 GZ0594;SPC KY1Z     - 1,096,440.    1,634,210.      MT  (+/- 180 meters Scaled)
 GZ0594
 GZ0594                          SUPERSEDED SURVEY CONTROL
 GZ0594
 GZ0594  NGVD 29 (??/??/92)  391.329  (m)         1283.89   (f) ADJ UNCH    2 0
 GZ0594
 GZ0594.Superseded values are not recommended for survey control.
 GZ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0594.See file dsdata.txt to determine how the superseded data were derived.
 GZ0594
 GZ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG451198(NAD 83)
 GZ0594_MARKER: DD = SURVEY DISK
 GZ0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0594_STAMPING: I-75 L-22A 1961
 GZ0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0594+STABILITY: SURFACE MOTION
 GZ0594
 GZ0594  HISTORY     - Date     Condition        Report By
 GZ0594  HISTORY     - 1961     MONUMENTED       PAS
 GZ0594
 GZ0594                          STATION DESCRIPTION
 GZ0594
 GZ0594'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0594'3.5 MI NW FROM BERNSTADT.
 GZ0594'ABOUT 2.55 MILES NORTH ALONG A BLACK TOP ROAD FROM THE SWISS
 GZ0594'COLONY BAPTIST CHURCH AT BERNSTADT, THENCE ABOUT 0.6 MILE WEST
 GZ0594'ALONG A DIRT ROAD TO AN OLD ROAD RIGHT JUST WEST OF BRANCH, THENCE
 GZ0594'ABOUT 1.45 MILES NORTHWEST ALONG OLD ROAD (ACCESSIBLE BY FOUR
 GZ0594'WHEEL DRIVE VEHICLE ONLY) TO A FORK AT TOP OF RIDGE, TURN LEFT
 GZ0594'AND GO SOUTHWEST ALONG TOP OF RIDGE FOR 0.5 MILE TO A FORK, ABOUT
 GZ0594'39 FEET NORTH OF THE CENTER OF TRIANGLE FORMED BY FORK, 42 FEET
 GZ0594'EAST OF THE CENTER OF NORTHWEST ROAD, 15 FEET NORTHWEST OF THE
 GZ0594'CENTER OF NORTHEAST ROAD, 2.2 FEET SOUTH OF METAL WITNESS
 GZ0594'POST AND SIGN AND ABOUT 2 FEET HIGHER THAN NORTHEAST ROAD.  A
 GZ0594'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0594'CONCRETE POST PROJECTING 2 INCHES AND STAMPED I-75 L-22A 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0592 ***********************************************************************
 GZ0592  DESIGNATION -  I75 L 23
 GZ0592  PID         -  GZ0592
 GZ0592  STATE/COUNTY-  KY/LAUREL
 GZ0592  USGS QUAD   -  BILLOWS (1987)
 GZ0592
 GZ0592                         *CURRENT SURVEY CONTROL
 GZ0592  ___________________________________________________________________
 GZ0592* NAD 83(1986)-  37 12 18.     (N)    084 15 14.     (W)     SCALED    
 GZ0592* NAVD 88     -       302.519  (meters)     992.51   (feet)  ADJUSTED  
 GZ0592  ___________________________________________________________________
 GZ0592  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 GZ0592  DYNAMIC HT  -         302.289 (meters)     991.76  (feet)  COMP
 GZ0592  MODELED GRAV-     979,861.9   (mgal)                       NAVD 88
 GZ0592
 GZ0592  VERT ORDER  -  SECOND    CLASS 0
 GZ0592
 GZ0592.The horizontal coordinates were scaled from a topographic map and have
 GZ0592.an estimated accuracy of +/- 6 seconds.
 GZ0592
 GZ0592.The orthometric height was determined by differential leveling
 GZ0592.and adjusted by the National Geodetic Survey in June 1991..
 GZ0592
 GZ0592.The geoid height was determined by GEOID03.
 GZ0592
 GZ0592.The dynamic height is computed by dividing the NAVD 88
 GZ0592.geopotential number by the normal gravity value computed on the
 GZ0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0592.degrees latitude (g = 980.6199 gals.).
 GZ0592
 GZ0592.The modeled gravity was interpolated from observed gravity values.
 GZ0592
 GZ0592;                    North         East    Units  Estimated Accuracy
 GZ0592;SPC KY1Z     - 1,097,810.    1,632,800.      MT  (+/- 180 meters Scaled)
 GZ0592
 GZ0592                          SUPERSEDED SURVEY CONTROL
 GZ0592
 GZ0592  NGVD 29 (??/??/92)  302.681  (m)          993.05   (f) ADJ UNCH    2 0
 GZ0592
 GZ0592.Superseded values are not recommended for survey control.
 GZ0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0592.See file dsdata.txt to determine how the superseded data were derived.
 GZ0592
 GZ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG437211(NAD 83)
 GZ0592_MARKER: DD = SURVEY DISK
 GZ0592_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0592_SP_SET: ROCK OUTCROP
 GZ0592_STAMPING: I-75 L-23 1961
 GZ0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0592+STABILITY: POSITION/ELEVATION WELL
 GZ0592
 GZ0592  HISTORY     - Date     Condition        Report By
 GZ0592  HISTORY     - 1961     MONUMENTED       PAS
 GZ0592
 GZ0592                          STATION DESCRIPTION
 GZ0592
 GZ0592'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0592'5 MI NW FROM BERNSTADT.
 GZ0592'ABOUT 2.55 MILES NORTH ALONG A BLACK TOP ROAD FROM THE SWISS
 GZ0592'COLONY BAPTIST CHURCH AT BERNSTADT, THENCE ABOUT 0.6 MILE WEST
 GZ0592'ALONG A DIRT ROAD TO AN OLD ROAD RIGHT JUST WEST OF BRANCH, THENCE
 GZ0592'ABOUT 1.45 MILES NORTHWEST ALONG OLD ROAD (ACCESSIBLE BY FOUR
 GZ0592'WHEEL DRIVE VEHICLE ONLY) TO A FORK AT TOP OF RIDGE, TURN LEFT
 GZ0592'AND GO SOUTHWEST ALONG TOP OF RIDGE FOR 0.5 MILE TO ANOTHER
 GZ0592'FORK, TAKE RIGHT FORK AND GO NORTHWEST ON OLD ROAD FOR 1.9 MILES,
 GZ0592'ABOUT 0.25 MILE SOUTH OF LAUREL BRANCH, 29.0 FEET SOUTHWEST
 GZ0592'OF AN 18-INCH CHESTNUT OAK TREE WITH TRIANGULAR BLAZE, 24.3
 GZ0592'FEET NORTHEAST OF A 6-INCH WHITE OAK TREE WITH TRIANGULAR BLAZE,
 GZ0592'12.0 FEET SOUTHEAST OF A 6-INCH WHITE OAK TREE WITH TRIANGULAR
 GZ0592'BLAZE AND 6.5 FEET WEST OF METAL WITNESS POST AND SIGN.  A
 GZ0592'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0592'SANDSTONE OUTCROP THAT IS IN THE MIDDLE OF THE OLD ROAD AND IS
 GZ0592'ABOUT LEVEL WITH ROAD.  THE DISK IS STAMPED I-75 L-23 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0591 ***********************************************************************
 GZ0591  DESIGNATION -  I75 L 23 A
 GZ0591  PID         -  GZ0591
 GZ0591  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0591  USGS QUAD   -  BILLOWS (1987)
 GZ0591
 GZ0591                         *CURRENT SURVEY CONTROL
 GZ0591  ___________________________________________________________________
 GZ0591* NAD 83(1986)-  37 12 49.     (N)    084 16 20.     (W)     SCALED    
 GZ0591* NAVD 88     -       259.806  (meters)     852.38   (feet)  ADJUSTED  
 GZ0591  ___________________________________________________________________
 GZ0591  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 GZ0591  DYNAMIC HT  -         259.608 (meters)     851.73  (feet)  COMP
 GZ0591  MODELED GRAV-     979,861.4   (mgal)                       NAVD 88
 GZ0591
 GZ0591  VERT ORDER  -  SECOND    CLASS 0
 GZ0591
 GZ0591.The horizontal coordinates were scaled from a topographic map and have
 GZ0591.an estimated accuracy of +/- 6 seconds.
 GZ0591
 GZ0591.The orthometric height was determined by differential leveling
 GZ0591.and adjusted by the National Geodetic Survey in June 1991..
 GZ0591
 GZ0591.The geoid height was determined by GEOID03.
 GZ0591
 GZ0591.The dynamic height is computed by dividing the NAVD 88
 GZ0591.geopotential number by the normal gravity value computed on the
 GZ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0591.degrees latitude (g = 980.6199 gals.).
 GZ0591
 GZ0591.The modeled gravity was interpolated from observed gravity values.
 GZ0591
 GZ0591;                    North         East    Units  Estimated Accuracy
 GZ0591;SPC KY1Z     - 1,098,740.    1,631,160.      MT  (+/- 180 meters Scaled)
 GZ0591
 GZ0591                          SUPERSEDED SURVEY CONTROL
 GZ0591
 GZ0591  NGVD 29 (??/??/92)  259.966  (m)          852.91   (f) ADJ UNCH    2 0
 GZ0591
 GZ0591.Superseded values are not recommended for survey control.
 GZ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0591.See file dsdata.txt to determine how the superseded data were derived.
 GZ0591
 GZ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG420220(NAD 83)
 GZ0591_MARKER: DD = SURVEY DISK
 GZ0591_SETTING: 80 = SET IN A BOULDER
 GZ0591_SP_SET: BOULDER
 GZ0591_STAMPING: I-75 L-23A 1961
 GZ0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0591+STABILITY: SURFACE MOTION
 GZ0591
 GZ0591  HISTORY     - Date     Condition        Report By
 GZ0591  HISTORY     - 1961     MONUMENTED       PAS
 GZ0591
 GZ0591                          STATION DESCRIPTION
 GZ0591
 GZ0591'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0591'4 MI E FROM PONGO.
 GZ0591'ABOUT 2.05 MILES NORTHEAST ALONG A DIRT ROAD FROM THE ROAD
 GZ0591'JUNCTION AT PONGO TO A Y-FORK, TAKE RIGHT FORK AND GO SOUTHEAST
 GZ0591'ON DIRT ROAD FOR 0.35 MILE TO A FORK AT PHELPS CEMETERY, TAKE
 GZ0591'RIGHT FORK AND CONTINUE SOUTHEAST ON OLD ROAD (ACCESSIBLE BY
 GZ0591'FOUR WHEEL DRIVE VEHICLE ONLY) FOR 0.45 MILE TO A FORK, TURN
 GZ0591'SHARP LEFT DOWNGRADE AND GO NORTHEAST ON OLD ROAD FOR 0.3 MILE
 GZ0591'TO ANOTHER FORK AT HOLMES BRANCH, TAKE RIGHT FORK AND GO SOUTHEAST
 GZ0591'ON OLD ROAD FOR ABOUT 1.0 MILE,DOWNSTREAM FROM
 GZ0591'THE MOUTH OF HOLMES BRANCH, ABOUT 300 FEET SOUTH ALONG OLD
 GZ0591'ROAD FROM WOODS LINE AT OLD IDLE FIELD, ABOUT 100 FEET WEST
 GZ0591'OF THE WEST BANK OF ROCKCASTLE RIVER, 25.5 FEET NORTHWEST OF AN
 GZ0591'18-INCH SYCAMORE TREE WITH TRIANGULAR BLAZE, 18.5 FEET SOUTHEAST
 GZ0591'OF A 14-INCH POPLAR TREE WITH TRIANGULAR BLAZE, 13 FEET WEST
 GZ0591'OF THE CENTER OF OLD ROAD, 3.0 FEET WEST OF METAL WITNESS POST
 GZ0591'AND SIGN AND ABOUT 6 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT
 GZ0591'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF THE EAST END OF A
 GZ0591'6 X 4 FT SANDSTONE BOULDER AND STAMPED I-75 L-23A-1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0590 ***********************************************************************
 GZ0590  DESIGNATION -  I75 L 24
 GZ0590  PID         -  GZ0590
 GZ0590  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0590  USGS QUAD   -  BILLOWS (1987)
 GZ0590
 GZ0590                         *CURRENT SURVEY CONTROL
 GZ0590  ___________________________________________________________________
 GZ0590* NAD 83(1986)-  37 13 07.     (N)    084 17 01.     (W)     SCALED    
 GZ0590* NAVD 88     -       361.943  (meters)    1187.47   (feet)  ADJUSTED  
 GZ0590  ___________________________________________________________________
 GZ0590  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 GZ0590  DYNAMIC HT  -         361.668 (meters)    1186.57  (feet)  COMP
 GZ0590  MODELED GRAV-     979,859.5   (mgal)                       NAVD 88
 GZ0590
 GZ0590  VERT ORDER  -  SECOND    CLASS 0
 GZ0590
 GZ0590.The horizontal coordinates were scaled from a topographic map and have
 GZ0590.an estimated accuracy of +/- 6 seconds.
 GZ0590
 GZ0590.The orthometric height was determined by differential leveling
 GZ0590.and adjusted by the National Geodetic Survey in June 1991..
 GZ0590
 GZ0590.The geoid height was determined by GEOID03.
 GZ0590
 GZ0590.The dynamic height is computed by dividing the NAVD 88
 GZ0590.geopotential number by the normal gravity value computed on the
 GZ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0590.degrees latitude (g = 980.6199 gals.).
 GZ0590
 GZ0590.The modeled gravity was interpolated from observed gravity values.
 GZ0590
 GZ0590;                    North         East    Units  Estimated Accuracy
 GZ0590;SPC KY1Z     - 1,099,270.    1,630,140.      MT  (+/- 180 meters Scaled)
 GZ0590
 GZ0590                          SUPERSEDED SURVEY CONTROL
 GZ0590
 GZ0590  NGVD 29 (??/??/92)  362.108  (m)         1188.02   (f) ADJ UNCH    2 0
 GZ0590
 GZ0590.Superseded values are not recommended for survey control.
 GZ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0590.See file dsdata.txt to determine how the superseded data were derived.
 GZ0590
 GZ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG410225(NAD 83)
 GZ0590_MARKER: DD = SURVEY DISK
 GZ0590_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0590_SP_SET: ROCK OUTCROP
 GZ0590_STAMPING: I-75 L-24 1961
 GZ0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0590+STABILITY: POSITION/ELEVATION WELL
 GZ0590
 GZ0590  HISTORY     - Date     Condition        Report By
 GZ0590  HISTORY     - 1961     MONUMENTED       PAS
 GZ0590
 GZ0590                          STATION DESCRIPTION
 GZ0590
 GZ0590'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0590'2.9 MI E FROM PONGO.
 GZ0590'ABOUT 2.05 MILES NORTHEAST ALONG A DIRT ROAD FROM THE ROAD
 GZ0590'JUNCTION AT PONGO TO A Y-FORK, TAKE RIGHT FORK AND GO SOUTHEAST
 GZ0590'ON DIRT ROAD FOR 0.35 MILE TO A FORK AT PHELPS CEMETERY, TAKE
 GZ0590'RIGHT FORK AND CONTINUE SOUTHEAST ON OLD ROAD (ACCESSIBLE BY
 GZ0590'FOUR WHEEL DRIVE VEHICLE ONLY) FOR 0.45 MILE TO A FORK, TURN
 GZ0590'SHARP LEFT DOWNGRADE AND GO NORTHEAST ON OLD ROAD FOR 0.1 MILE,
 GZ0590'ABOUT 0.2 MILE SOUTHWEST OF HOLMES BRANCH, 23.5 FEET NORTH OF A
 GZ0590'15-INCH HICKORY TREE WITH TRIANGULAR BLAZE, 15.0 FEET SOUTH OF
 GZ0590'A 14-INCH CHESTNUT OAK TREE WITH TRIANGULAR BLAZE, 9.0 FEET
 GZ0590'EAST OF METAL WITNESS POST AND SIGN AND 6 FEET WEST OF THE
 GZ0590'CENTER OF OLD ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 GZ0590'MARK DISK SET IN DRILL HOLE IN TOP OF A 4 X 8 FT SANDSTONE
 GZ0590'OUTCROP AND STAMPED I-75 L-24 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0589 ***********************************************************************
 GZ0589  DESIGNATION -  I75 L 25
 GZ0589  PID         -  GZ0589
 GZ0589  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0589  USGS QUAD   -  BILLOWS (1987)
 GZ0589
 GZ0589                         *CURRENT SURVEY CONTROL
 GZ0589  ___________________________________________________________________
 GZ0589* NAD 83(1986)-  37 13 11.     (N)    084 17 37.     (W)     SCALED    
 GZ0589* NAVD 88     -       397.002  (meters)    1302.50   (feet)  ADJUSTED  
 GZ0589  ___________________________________________________________________
 GZ0589  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 GZ0589  DYNAMIC HT  -         396.701 (meters)    1301.51  (feet)  COMP
 GZ0589  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 GZ0589
 GZ0589  VERT ORDER  -  SECOND    CLASS 0
 GZ0589
 GZ0589.The horizontal coordinates were scaled from a topographic map and have
 GZ0589.an estimated accuracy of +/- 6 seconds.
 GZ0589
 GZ0589.The orthometric height was determined by differential leveling
 GZ0589.and adjusted by the National Geodetic Survey in June 1991..
 GZ0589
 GZ0589.The geoid height was determined by GEOID03.
 GZ0589
 GZ0589.The dynamic height is computed by dividing the NAVD 88
 GZ0589.geopotential number by the normal gravity value computed on the
 GZ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0589.degrees latitude (g = 980.6199 gals.).
 GZ0589
 GZ0589.The modeled gravity was interpolated from observed gravity values.
 GZ0589
 GZ0589;                    North         East    Units  Estimated Accuracy
 GZ0589;SPC KY1Z     - 1,099,380.    1,629,250.      MT  (+/- 180 meters Scaled)
 GZ0589
 GZ0589                          SUPERSEDED SURVEY CONTROL
 GZ0589
 GZ0589  NGVD 29 (??/??/92)  397.169  (m)         1303.05   (f) ADJ UNCH    2 0
 GZ0589
 GZ0589.Superseded values are not recommended for survey control.
 GZ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0589.See file dsdata.txt to determine how the superseded data were derived.
 GZ0589
 GZ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG401226(NAD 83)
 GZ0589_MARKER: DD = SURVEY DISK
 GZ0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0589_STAMPING: I-75 L-25 1961
 GZ0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0589+STABILITY: SURFACE MOTION
 GZ0589
 GZ0589  HISTORY     - Date     Condition        Report By
 GZ0589  HISTORY     - 1961     MONUMENTED       PAS
 GZ0589
 GZ0589                          STATION DESCRIPTION
 GZ0589
 GZ0589'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0589'2.4 MI E FROM PONGO.
 GZ0589'ABOUT 2.05 MILES NORTHEAST ALONG A DIRT ROAD FROM THE ROAD
 GZ0589'JUNCTION AT PONGO TO A Y-FORK, TAKE RIGHT FORK AND GO SOUTHEAST
 GZ0589'ON DIRT ROAD FOR 0.35 MILE, 83 FEET NORTHWEST OF FENCE CORNER
 GZ0589'AT NORTHWEST CORNER OF PHELPS CEMETERY, 28 FEET SOUTH OF THE
 GZ0589'INTERSECTION OF ROAD AND DRIVE SOUTHWEST TO OLD LOG BARNS, 20
 GZ0589'FEET SOUTHWEST OF THE CENTER OF ROAD, 7 FEET SOUTHEAST OF FENCE
 GZ0589'CORNER, 2.0 FEET NORTH OF METAL WITNESS POST AND SIGN AND ABOUT
 GZ0589'2.5 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0589'BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 3 INCHES
 GZ0589'AND STAMPED I-75 L-25 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0588 ***********************************************************************
 GZ0588  DESIGNATION -  I75 L 26
 GZ0588  PID         -  GZ0588
 GZ0588  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0588  USGS QUAD   -  BILLOWS (1987)
 GZ0588
 GZ0588                         *CURRENT SURVEY CONTROL
 GZ0588  ___________________________________________________________________
 GZ0588* NAD 83(1986)-  37 13 42.     (N)    084 17 47.     (W)     SCALED    
 GZ0588* NAVD 88     -       341.592  (meters)    1120.71   (feet)  ADJUSTED  
 GZ0588  ___________________________________________________________________
 GZ0588  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GZ0588  DYNAMIC HT  -         341.331 (meters)    1119.85  (feet)  COMP
 GZ0588  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 GZ0588
 GZ0588  VERT ORDER  -  SECOND    CLASS 0
 GZ0588
 GZ0588.The horizontal coordinates were scaled from a topographic map and have
 GZ0588.an estimated accuracy of +/- 6 seconds.
 GZ0588
 GZ0588.The orthometric height was determined by differential leveling
 GZ0588.and adjusted by the National Geodetic Survey in June 1991..
 GZ0588
 GZ0588.The geoid height was determined by GEOID03.
 GZ0588
 GZ0588.The dynamic height is computed by dividing the NAVD 88
 GZ0588.geopotential number by the normal gravity value computed on the
 GZ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0588.degrees latitude (g = 980.6199 gals.).
 GZ0588
 GZ0588.The modeled gravity was interpolated from observed gravity values.
 GZ0588
 GZ0588;                    North         East    Units  Estimated Accuracy
 GZ0588;SPC KY1Z     - 1,100,340.    1,628,990.      MT  (+/- 180 meters Scaled)
 GZ0588
 GZ0588                          SUPERSEDED SURVEY CONTROL
 GZ0588
 GZ0588  NGVD 29 (??/??/92)  341.755  (m)         1121.24   (f) ADJ UNCH    2 0
 GZ0588
 GZ0588.Superseded values are not recommended for survey control.
 GZ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0588.See file dsdata.txt to determine how the superseded data were derived.
 GZ0588
 GZ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG398236(NAD 83)
 GZ0588_MARKER: DD = SURVEY DISK
 GZ0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0588_STAMPING: I-75 L-26 1961
 GZ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0588+STABILITY: SURFACE MOTION
 GZ0588
 GZ0588  HISTORY     - Date     Condition        Report By
 GZ0588  HISTORY     - 1961     MONUMENTED       PAS
 GZ0588
 GZ0588                          STATION DESCRIPTION
 GZ0588
 GZ0588'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0588'2.4 MI NE FROM PONGO.
 GZ0588'ABOUT 2.05 MILES NORTHEAST ALONG A DIRT ROAD FROM THE ROAD
 GZ0588'JUNCTION AT PONGO TO A Y-FORK, TAKE LEFT FORK AND CONTINUE
 GZ0588'NORTHEAST ON DIRT ROAD FOR 0.3 MILE, ABOUT 0.6 MILE SOUTHWEST
 GZ0588'OF WHITAKER SCHOOL, ABOUT 120 FEET WEST OF THE SOUTHWEST CORNER
 GZ0588'OF CLIFTON BOONES RESIDENCE, 40.0 FEET SOUTH OF A 12-INCH
 GZ0588'POPLAR TREE WITH TRIANGULAR BLAZE, 15 FEET WEST OF THE CENTER
 GZ0588'OF ROAD, 1.9 FEET EAST OF METAL WITNESS POST AND SIGN AND ABOUT
 GZ0588'3 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0588'BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 1 INCH
 GZ0588'AND STAMPED I-75 L-26 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0587 ***********************************************************************
 GZ0587  DESIGNATION -  I75 L 27
 GZ0587  PID         -  GZ0587
 GZ0587  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0587  USGS QUAD   -  BILLOWS (1987)
 GZ0587
 GZ0587                         *CURRENT SURVEY CONTROL
 GZ0587  ___________________________________________________________________
 GZ0587* NAD 83(1986)-  37 14 41.     (N)    084 18 27.     (W)     SCALED    
 GZ0587* NAVD 88     -       291.066  (meters)     954.94   (feet)  ADJUSTED  
 GZ0587  ___________________________________________________________________
 GZ0587  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GZ0587  DYNAMIC HT  -         290.844 (meters)     954.21  (feet)  COMP
 GZ0587  MODELED GRAV-     979,861.0   (mgal)                       NAVD 88
 GZ0587
 GZ0587  VERT ORDER  -  SECOND    CLASS 0
 GZ0587
 GZ0587.The horizontal coordinates were scaled from a topographic map and have
 GZ0587.an estimated accuracy of +/- 6 seconds.
 GZ0587
 GZ0587.The orthometric height was determined by differential leveling
 GZ0587.and adjusted by the National Geodetic Survey in June 1991..
 GZ0587
 GZ0587.The geoid height was determined by GEOID03.
 GZ0587
 GZ0587.The dynamic height is computed by dividing the NAVD 88
 GZ0587.geopotential number by the normal gravity value computed on the
 GZ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0587.degrees latitude (g = 980.6199 gals.).
 GZ0587
 GZ0587.The modeled gravity was interpolated from observed gravity values.
 GZ0587
 GZ0587;                    North         East    Units  Estimated Accuracy
 GZ0587;SPC KY1Z     - 1,102,140.    1,627,980.      MT  (+/- 180 meters Scaled)
 GZ0587
 GZ0587                          SUPERSEDED SURVEY CONTROL
 GZ0587
 GZ0587  NGVD 29 (??/??/92)  291.229  (m)          955.47   (f) ADJ UNCH    2 0
 GZ0587
 GZ0587.Superseded values are not recommended for survey control.
 GZ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0587.See file dsdata.txt to determine how the superseded data were derived.
 GZ0587
 GZ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG388254(NAD 83)
 GZ0587_MARKER: DD = SURVEY DISK
 GZ0587_SETTING: 80 = SET IN A BOULDER
 GZ0587_SP_SET: BOULDER
 GZ0587_STAMPING: I-75 L-27 1961
 GZ0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0587+STABILITY: SURFACE MOTION
 GZ0587
 GZ0587  HISTORY     - Date     Condition        Report By
 GZ0587  HISTORY     - 1961     MONUMENTED       PAS
 GZ0587
 GZ0587                          STATION DESCRIPTION
 GZ0587
 GZ0587'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0587'8 MI S FROM MT VERNON.
 GZ0587'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE LOUISVILLE
 GZ0587'AND NASHVILLE RAILROAD STATION AT MOUNT VERNON TO THE JUNCTION
 GZ0587'OF U.S. HIGHWAY 150 AND STATE HIGHWAY 1249, THENCE ABOUT 5.5
 GZ0587'MILES SOUTH ALONG STATE HIGHWAY 1249 TO A DIRT ROAD EAST, THENCE
 GZ0587'ABOUT 1.25 MILES EAST ALONG DIRT ROAD TO A FORK AT TOP OF RIDGE,
 GZ0587'TAKE RIGHT FORK AND GO SOUTH ON OLD COUNTY ROAD (ACCESSIBLE BY
 GZ0587'FOUR WHEEL DRIVE VEHICLE ONLY) FOR 4.45 MILES, ABOUT 1.5 MILES
 GZ0587'NORTHWEST OF WHITAKER SCHOOL, ABOUT 174 FEET SOUTHWEST OF THE
 GZ0587'NORTHWEST CORNER OF MR. BURGESS KIRBYS RESIDENCE, 72 FEET SOUTH
 GZ0587'OF THE INTERSECTION OF ROAD AND DRIVE, 43 FEET SOUTHWEST OF
 GZ0587'THE CENTER OF ROAD, 20.5 FEET NORTH OF A 20-INCH RED OAK TREE,
 GZ0587'4.9 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GZ0587'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN TOP
 GZ0587'OF A 4 X 5 FT LIMESTONE BOULDER AND STAMPED I-75 L-27 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0586 ***********************************************************************
 GZ0586  DESIGNATION -  I75 L 28
 GZ0586  PID         -  GZ0586
 GZ0586  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0586  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0586
 GZ0586                         *CURRENT SURVEY CONTROL
 GZ0586  ___________________________________________________________________
 GZ0586* NAD 83(1986)-  37 15 07.     (N)    084 18 57.     (W)     SCALED    
 GZ0586* NAVD 88     -       274.241  (meters)     899.74   (feet)  ADJUSTED  
 GZ0586  ___________________________________________________________________
 GZ0586  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GZ0586  DYNAMIC HT  -         274.033 (meters)     899.06  (feet)  COMP
 GZ0586  MODELED GRAV-     979,865.2   (mgal)                       NAVD 88
 GZ0586
 GZ0586  VERT ORDER  -  SECOND    CLASS 0
 GZ0586
 GZ0586.The horizontal coordinates were scaled from a topographic map and have
 GZ0586.an estimated accuracy of +/- 6 seconds.
 GZ0586
 GZ0586.The orthometric height was determined by differential leveling
 GZ0586.and adjusted by the National Geodetic Survey in June 1991..
 GZ0586
 GZ0586.The geoid height was determined by GEOID03.
 GZ0586
 GZ0586.The dynamic height is computed by dividing the NAVD 88
 GZ0586.geopotential number by the normal gravity value computed on the
 GZ0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0586.degrees latitude (g = 980.6199 gals.).
 GZ0586
 GZ0586.The modeled gravity was interpolated from observed gravity values.
 GZ0586
 GZ0586;                    North         East    Units  Estimated Accuracy
 GZ0586;SPC KY1Z     - 1,102,930.    1,627,230.      MT  (+/- 180 meters Scaled)
 GZ0586
 GZ0586                          SUPERSEDED SURVEY CONTROL
 GZ0586
 GZ0586  NGVD 29 (??/??/92)  274.405  (m)          900.28   (f) ADJ UNCH    2 0
 GZ0586
 GZ0586.Superseded values are not recommended for survey control.
 GZ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0586.See file dsdata.txt to determine how the superseded data were derived.
 GZ0586
 GZ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG380261(NAD 83)
 GZ0586_MARKER: DD = SURVEY DISK
 GZ0586_SETTING: 80 = SET IN A BOULDER
 GZ0586_SP_SET: BOULDER
 GZ0586_STAMPING: I-75 L-28 1961
 GZ0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0586+STABILITY: SURFACE MOTION
 GZ0586
 GZ0586  HISTORY     - Date     Condition        Report By
 GZ0586  HISTORY     - 1961     MONUMENTED       PAS
 GZ0586  HISTORY     - 1969     GOOD             USGS
 GZ0586
 GZ0586                          STATION DESCRIPTION
 GZ0586
 GZ0586'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GZ0586'7.5 MI S FROM MT VERNON.
 GZ0586'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE LOUISVILLE
 GZ0586'AND NASHVILLE RAILROAD STATION AT MT. VERNON TO THE JUNCTION OF
 GZ0586'U.S. HIGHWAY 150 AND STATE HIGHWAY 1249, THENCE ABOUT 5.5 MILES
 GZ0586'SOUTH ALONG STATE HIGHWAY 1249 TO A DIRT ROAD EAST, THENCE
 GZ0586'ABOUT 1.25 MILES EAST ALONG DIRT ROAD TO A FORK AT TOP OF RIDGE,
 GZ0586'TAKE RIGHT FORK AND GO SOUTH ON OLD COUNTY ROAD (ACCESSIBLE BY
 GZ0586'FOUR WHEEL VEHICLE) FOR 3.75 MILES, ABOUT 109 FEET NORTHWEST
 GZ0586'OF THE CENTER OF ROAD AT SMALL DRAIN CROSSING, 28 FEET NE OF
 GZ0586'ROAD FORK.  3.8 FEET NE OF METAL WITNESS POST AND SIGN, AND ABOUT
 GZ0586'7 FEET HIGHER THAN ROAD.  A KY. DEPT OF HWY. BENCH MARK DISK
 GZ0586'IN DRILL HOLE IN TOP OF 10 X 12 FOOT LIMESTONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0585 ***********************************************************************
 GZ0585  DESIGNATION -  I75 L 29
 GZ0585  PID         -  GZ0585
 GZ0585  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0585  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0585
 GZ0585                         *CURRENT SURVEY CONTROL
 GZ0585  ___________________________________________________________________
 GZ0585* NAD 83(1986)-  37 15 38.     (N)    084 19 38.     (W)     SCALED    
 GZ0585* NAVD 88     -       299.757  (meters)     983.45   (feet)  ADJUSTED  
 GZ0585  ___________________________________________________________________
 GZ0585  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GZ0585  DYNAMIC HT  -         299.532 (meters)     982.71  (feet)  COMP
 GZ0585  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 GZ0585
 GZ0585  VERT ORDER  -  SECOND    CLASS 0
 GZ0585
 GZ0585.The horizontal coordinates were scaled from a topographic map and have
 GZ0585.an estimated accuracy of +/- 6 seconds.
 GZ0585
 GZ0585.The orthometric height was determined by differential leveling
 GZ0585.and adjusted by the National Geodetic Survey in June 1991..
 GZ0585
 GZ0585.The geoid height was determined by GEOID03.
 GZ0585
 GZ0585.The dynamic height is computed by dividing the NAVD 88
 GZ0585.geopotential number by the normal gravity value computed on the
 GZ0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0585.degrees latitude (g = 980.6199 gals.).
 GZ0585
 GZ0585.The modeled gravity was interpolated from observed gravity values.
 GZ0585
 GZ0585;                    North         East    Units  Estimated Accuracy
 GZ0585;SPC KY1Z     - 1,103,870.    1,626,200.      MT  (+/- 180 meters Scaled)
 GZ0585
 GZ0585                          SUPERSEDED SURVEY CONTROL
 GZ0585
 GZ0585  NGVD 29 (??/??/92)  299.923  (m)          984.00   (f) ADJ UNCH    2 0
 GZ0585
 GZ0585.Superseded values are not recommended for survey control.
 GZ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0585.See file dsdata.txt to determine how the superseded data were derived.
 GZ0585
 GZ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG370271(NAD 83)
 GZ0585_MARKER: DD = SURVEY DISK
 GZ0585_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0585_SP_SET: ROCK OUTCROP
 GZ0585_STAMPING: I-75 L-29 1961
 GZ0585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0585+STABILITY: POSITION/ELEVATION WELL
 GZ0585
 GZ0585  HISTORY     - Date     Condition        Report By
 GZ0585  HISTORY     - 1961     MONUMENTED       PAS
 GZ0585
 GZ0585                          STATION DESCRIPTION
 GZ0585
 GZ0585'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0585'6.5 MI S FROM MT VERNON.
 GZ0585'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE LOUISVILLE
 GZ0585'AND NASHVILLE RAILROAD STATION AT MOUNT VERNON TO THE JUNCTION
 GZ0585'OF U.S. HIGHWAY 150 AND STATE HIGHWAY 1249, THENCE ABOUT 5.5
 GZ0585'MILES SOUTH ALONG STATE HIGHWAY 1249 TO A DIRT ROAD EAST, THENCE
 GZ0585'ABOUT 1.25 MILES EAST ALONG DIRT ROAD TO A FORK AT TOP OF
 GZ0585'RIDGE, TAKE RIGHT FORK AND GO SOUTH ON OLD COUNTY ROAD (ACCESSIBLE
 GZ0585'BY FOUR WHEEL DRIVE VEHICLE ONLY) FOR 2.8 MILES, ABOUT 3.95
 GZ0585'MILES SOUTHEAST OF SAND SPRINGS POST OFFICE, ABOUT 170 FEET
 GZ0585'SOUTH-SOUTHEAST OF THE CENTER OF ROAD OVER A 24-INCH CONCRETE
 GZ0585'PIPE CULVERT AT SHARP CURVE IN ROAD, 56 FEET EAST OF THE CENTER
 GZ0585'OF ROAD, 33 FEET SOUTH OF AN 18-INCH WHITE OAK TREE WITH TRIANGULAR
 GZ0585'BLAZE, 19 FEET NORTH OF A 12-INCH HICKORY TREE WITH TRIANGULAR
 GZ0585'BLAZE, 9 FEET WEST OF THE CENTER OF TRAIL AND 6.0 FEET EAST OF
 GZ0585'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0585'BENCH MARK DISK SET IN DRILL HOLE IN TOP OF LIMESTONE OUTCROP
 GZ0585'AND STAMPED I-75 L-29 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0418 ***********************************************************************
 GB0418  DESIGNATION -  I75 L 3
 GB0418  PID         -  GB0418
 GB0418  STATE/COUNTY-  KY/WHITLEY
 GB0418  USGS QUAD   -  VOX (1982)
 GB0418
 GB0418                         *CURRENT SURVEY CONTROL
 GB0418  ___________________________________________________________________
 GB0418* NAD 83(1986)-  36 56 07.     (N)    084 10 24.     (W)     SCALED    
 GB0418* NAVD 88     -       344.801  (meters)    1131.23   (feet)  ADJUSTED  
 GB0418  ___________________________________________________________________
 GB0418  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB0418  DYNAMIC HT  -         344.524 (meters)    1130.33  (feet)  COMP
 GB0418  MODELED GRAV-     979,816.3   (mgal)                       NAVD 88
 GB0418
 GB0418  VERT ORDER  -  SECOND    CLASS 0
 GB0418
 GB0418.The horizontal coordinates were scaled from a topographic map and have
 GB0418.an estimated accuracy of +/- 6 seconds.
 GB0418
 GB0418.The orthometric height was determined by differential leveling
 GB0418.and adjusted by the National Geodetic Survey in June 1991..
 GB0418
 GB0418.The geoid height was determined by GEOID03.
 GB0418
 GB0418.The dynamic height is computed by dividing the NAVD 88
 GB0418.geopotential number by the normal gravity value computed on the
 GB0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0418.degrees latitude (g = 980.6199 gals.).
 GB0418
 GB0418.The modeled gravity was interpolated from observed gravity values.
 GB0418
 GB0418;                    North         East    Units  Estimated Accuracy
 GB0418;SPC KY1Z     - 1,067,990.    1,640,460.      MT  (+/- 180 meters Scaled)
 GB0418
 GB0418                          SUPERSEDED SURVEY CONTROL
 GB0418
 GB0418  NGVD 29 (??/??/92)  344.954  (m)         1131.74   (f) ADJ UNCH    2 0
 GB0418
 GB0418.Superseded values are not recommended for survey control.
 GB0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0418.See file dsdata.txt to determine how the superseded data were derived.
 GB0418
 GB0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF517914(NAD 83)
 GB0418_MARKER: DD = SURVEY DISK
 GB0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0418_STAMPING: I-75 L-3 1961
 GB0418_MARK LOGO: KYDT  
 GB0418_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0418+STABILITY: SURFACE MOTION
 GB0418
 GB0418  HISTORY     - Date     Condition        Report By
 GB0418  HISTORY     - 1961     MONUMENTED       PAS
 GB0418  HISTORY     - 1962     GOOD             NGS
 GB0418  HISTORY     - 19930801 GOOD             KYDT
 GB0418
 GB0418                          STATION DESCRIPTION
 GB0418
 GB0418'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GB0418'4.5 MI W FROM CORBIN.
 GB0418'ABOUT 5.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 25 W FROM THE POST
 GB0418'OFFICE AT CORBIN, THENCE, ABOUT 1.5 MILES NORTH ALONG STATE
 GB0418'HIGHWAY 727 TO A CROSSROAD, THENCE ABOUT 1.65 MILES WEST ALONG
 GB0418'A BLACK TOP AND A GRAVEL ROAD, THENCE ABOUT 0.6 MILE NORTH ALONG
 GB0418'A DIRT DRIVE, ON LAND OWNED BY MR. L.S. HENSLEY, AT THE SOUTHEAST
 GB0418'CORNER OF GARDEN FENCE, 42 FEET NORTHWEST OF THE NORTHWEST
 GB0418'CORNER OF MR. HENSLEYS HOUSE, 34.5 FEET SOUTHWEST OF THE
 GB0418'SOUTHWEST CORNER OF SHED, 12 FEET WEST OF THE CENTER OF DRIVE AND
 GB0418'1.3 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GB0418'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 GB0418'POST PROJECTING 1 INCH AND STAMPED I-75 L-3 1961.
 GB0418
 GB0418                          STATION RECOVERY (1962)
 GB0418
 GB0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0418'RECOVERED IN GOOD CONDITION.
 GB0418
 GB0418                          STATION RECOVERY (1993)
 GB0418
 GB0418'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0418'1.4 MILES (2.3 KM) SOUTHWEST ALONG US 25 W FROM I 75 INTERCHANGE IN
 GB0418'CORBIN, THENCE ABOUT 1.5 MILES (2.4 KM) NORTH ALONG KY 727 TO BLUE
 GB0418'DIAMOND ROAD ON LEFT, THENCE 1.65 MILES (2.66 KM) ALONG BLUE DIAMOND
 GB0418'ROAD TO DIRT DRIVE ON RIGHT, THENCE 0.6 MILE (1.0 KM) NORTH ALONG DIRT
 GB0418'DRIVE TO MARK ON LEFT, 42 FEET (12.8 M) NORTHWEST OF NORTHWEST CORNER
 GB0418'OF 1 STORY FRAME HOUSE, 34.5 FEET (10.5 M) SOUTHWEST OF SOUTHWEST
 GB0418'CORNER OF SHED, 12 FEET (3.7 M) WEST OF CENTER OF DIRT DRIVE AND 1
 GB0418'FOOT (0.3 M) WEST OF FIBERGLASS WITNESS POST.  A KYDT DISK SET IN TOP
 GB0418'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0584 ***********************************************************************
 GZ0584  DESIGNATION -  I75 L 30
 GZ0584  PID         -  GZ0584
 GZ0584  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0584  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0584
 GZ0584                         *CURRENT SURVEY CONTROL
 GZ0584  ___________________________________________________________________
 GZ0584* NAD 83(1986)-  37 16 27.     (N)    084 20 07.     (W)     SCALED    
 GZ0584* NAVD 88     -       339.300  (meters)    1113.19   (feet)  ADJUSTED  
 GZ0584  ___________________________________________________________________
 GZ0584  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GZ0584  DYNAMIC HT  -         339.049 (meters)    1112.36  (feet)  COMP
 GZ0584  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 GZ0584
 GZ0584  VERT ORDER  -  SECOND    CLASS 0
 GZ0584
 GZ0584.The horizontal coordinates were scaled from a topographic map and have
 GZ0584.an estimated accuracy of +/- 6 seconds.
 GZ0584
 GZ0584.The orthometric height was determined by differential leveling
 GZ0584.and adjusted by the National Geodetic Survey in June 1991..
 GZ0584
 GZ0584.The geoid height was determined by GEOID03.
 GZ0584
 GZ0584.The dynamic height is computed by dividing the NAVD 88
 GZ0584.geopotential number by the normal gravity value computed on the
 GZ0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0584.degrees latitude (g = 980.6199 gals.).
 GZ0584
 GZ0584.The modeled gravity was interpolated from observed gravity values.
 GZ0584
 GZ0584;                    North         East    Units  Estimated Accuracy
 GZ0584;SPC KY1Z     - 1,105,370.    1,625,460.      MT  (+/- 180 meters Scaled)
 GZ0584
 GZ0584                          SUPERSEDED SURVEY CONTROL
 GZ0584
 GZ0584  NGVD 29 (??/??/92)  339.470  (m)         1113.74   (f) ADJ UNCH    2 0
 GZ0584
 GZ0584.Superseded values are not recommended for survey control.
 GZ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0584.See file dsdata.txt to determine how the superseded data were derived.
 GZ0584
 GZ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG362286(NAD 83)
 GZ0584_MARKER: DD = SURVEY DISK
 GZ0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0584_STAMPING: I-75 L-30 1961
 GZ0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0584+STABILITY: SURFACE MOTION
 GZ0584
 GZ0584  HISTORY     - Date     Condition        Report By
 GZ0584  HISTORY     - 1961     MONUMENTED       PAS
 GZ0584
 GZ0584                          STATION DESCRIPTION
 GZ0584
 GZ0584'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0584'5.5 MI S FROM MT VERNON.
 GZ0584'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE LOUISVILLE
 GZ0584'AND NASHVILLE RAILROAD STATION AT MOUNT VERNON TO THE JUNCTION
 GZ0584'OF U.S. HIGHWAY 150 AND STATE HIGHWAY 1249, THENCE ABOUT 5.5
 GZ0584'MILES SOUTH ALONG STATE HIGHWAY 1249 TO A DIRT ROAD EAST, THENCE
 GZ0584'ABOUT 1.25 MILES EAST ALONG DIRT ROAD TO A FORK AT TOP OF RIDGE,
 GZ0584'TAKE RIGHT FORK AND GO SOUTH ON OLD COUNTY ROAD (ACCESSIBLE BY
 GZ0584'FOUR WHEEL DRIVE VEHICLE ONLY) FOR 0.55 MILE, ABOUT 2.75 MILES
 GZ0584'SOUTHEAST OF SAND SPRINGS POST OFFICE, AT AN OLD COAL TIPPLE
 GZ0584'SITE, 25.5 FEET NORTH OF A 10-INCH RED OAK TREE WITH TRIANGULAR
 GZ0584'BLAZE, 10 FEET WEST OF THE CENTER OF ROAD, 8.0 FEET SOUTH OF
 GZ0584'A 6-INCH POPLAR TREE WITH TRIANGULAR BLAZE, 1.5 FEET NORTHEAST
 GZ0584'OF METAL WITNESS POST AND SIGN AND ABOUT LEVEL WITH ROAD.  A
 GZ0584'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0584'CONCRETE POST PROJECTING 1 INCH AND STAMPED I-75 L-30 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0583 ***********************************************************************
 GZ0583  DESIGNATION -  I75 L 31
 GZ0583  PID         -  GZ0583
 GZ0583  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0583  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0583
 GZ0583                         *CURRENT SURVEY CONTROL
 GZ0583  ___________________________________________________________________
 GZ0583* NAD 83(1986)-  37 17 05.     (N)    084 20 35.     (W)     SCALED    
 GZ0583* NAVD 88     -       318.740  (meters)    1045.73   (feet)  ADJUSTED  
 GZ0583  ___________________________________________________________________
 GZ0583  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GZ0583  DYNAMIC HT  -         318.503 (meters)    1044.96  (feet)  COMP
 GZ0583  MODELED GRAV-     979,877.3   (mgal)                       NAVD 88
 GZ0583
 GZ0583  VERT ORDER  -  SECOND    CLASS 0
 GZ0583
 GZ0583.The horizontal coordinates were scaled from a topographic map and have
 GZ0583.an estimated accuracy of +/- 6 seconds.
 GZ0583
 GZ0583.The orthometric height was determined by differential leveling
 GZ0583.and adjusted by the National Geodetic Survey in June 1991..
 GZ0583
 GZ0583.The geoid height was determined by GEOID03.
 GZ0583
 GZ0583.The dynamic height is computed by dividing the NAVD 88
 GZ0583.geopotential number by the normal gravity value computed on the
 GZ0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0583.degrees latitude (g = 980.6199 gals.).
 GZ0583
 GZ0583.The modeled gravity was interpolated from observed gravity values.
 GZ0583
 GZ0583;                    North         East    Units  Estimated Accuracy
 GZ0583;SPC KY1Z     - 1,106,530.    1,624,760.      MT  (+/- 180 meters Scaled)
 GZ0583
 GZ0583                          SUPERSEDED SURVEY CONTROL
 GZ0583
 GZ0583  NGVD 29 (??/??/92)  318.908  (m)         1046.28   (f) ADJ UNCH    2 0
 GZ0583
 GZ0583.Superseded values are not recommended for survey control.
 GZ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0583.See file dsdata.txt to determine how the superseded data were derived.
 GZ0583
 GZ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG355297(NAD 83)
 GZ0583_MARKER: DD = SURVEY DISK
 GZ0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0583_STAMPING: I-75 L-31 1961
 GZ0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0583+STABILITY: SURFACE MOTION
 GZ0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0583+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 GZ0583
 GZ0583  HISTORY     - Date     Condition        Report By
 GZ0583  HISTORY     - 1961     MONUMENTED       PAS
 GZ0583  HISTORY     - 20050428 GOOD             KYTC
 GZ0583
 GZ0583                          STATION DESCRIPTION
 GZ0583
 GZ0583'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0583'5 MI S FROM MT VERNON.
 GZ0583'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE LOUISVILLE
 GZ0583'AND NASHVILLE RAILROAD STATION AT MOUNT VERNON TO THE JUNCTION
 GZ0583'OF U.S. HIGHWAY 150 AND STATE HIGHWAY 1249, THENCE ABOUT 5.5
 GZ0583'MILES SOUTH ALONG STATE HIGHWAY 1249 TO A DIRT ROAD EAST, THENCE
 GZ0583'ABOUT 0.6 MILE EAST ALONG DIRT ROAD, ABOUT 1.55 MILES SOUTHEAST
 GZ0583'OF SAND SPRINGS POST OFFICE, ON LAND OWNED BY MR. TOM PRICE,
 GZ0583'ABOUT 160 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 1 STORY
 GZ0583'LOG DWELLING, 76 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GZ0583'BARN, 21 FEET NORTH OF THE CENTER OF ROAD, 13 FEET SOUTHWEST
 GZ0583'OF THE CENTER OF WOODEN GATE AT BARN LOT, 2.0 FEET SOUTHWEST
 GZ0583'OF METAL WITNESS POST AND SIGN AND ABOUT 6 FEET HIGHER THAN
 GZ0583'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 GZ0583'IN TOP OF CONCRETE POST PROJECTING 2 INCHES AND STAMPED I-75 L-31
 GZ0583'1961.
 GZ0583
 GZ0583                          STATION RECOVERY (2005)
 GZ0583
 GZ0583'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0582 ***********************************************************************
 GZ0582  DESIGNATION -  I75 L 32
 GZ0582  PID         -  GZ0582
 GZ0582  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0582  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0582
 GZ0582                         *CURRENT SURVEY CONTROL
 GZ0582  ___________________________________________________________________
 GZ0582* NAD 83(1986)-  37 18 25.     (N)    084 22 15.     (W)     SCALED    
 GZ0582* NAVD 88     -       361.088  (meters)    1184.67   (feet)  ADJUSTED  
 GZ0582  ___________________________________________________________________
 GZ0582  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GZ0582  DYNAMIC HT  -         360.818 (meters)    1183.78  (feet)  COMP
 GZ0582  MODELED GRAV-     979,869.8   (mgal)                       NAVD 88
 GZ0582
 GZ0582  VERT ORDER  -  SECOND    CLASS 0
 GZ0582
 GZ0582.The horizontal coordinates were scaled from a topographic map and have
 GZ0582.an estimated accuracy of +/- 6 seconds.
 GZ0582
 GZ0582.The orthometric height was determined by differential leveling
 GZ0582.and adjusted by the National Geodetic Survey in June 1991..
 GZ0582
 GZ0582.The geoid height was determined by GEOID03.
 GZ0582
 GZ0582.The dynamic height is computed by dividing the NAVD 88
 GZ0582.geopotential number by the normal gravity value computed on the
 GZ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0582.degrees latitude (g = 980.6199 gals.).
 GZ0582
 GZ0582.The modeled gravity was interpolated from observed gravity values.
 GZ0582
 GZ0582;                    North         East    Units  Estimated Accuracy
 GZ0582;SPC KY1Z     - 1,108,960.    1,622,260.      MT  (+/- 180 meters Scaled)
 GZ0582
 GZ0582                          SUPERSEDED SURVEY CONTROL
 GZ0582
 GZ0582  NGVD 29 (??/??/92)  361.257  (m)         1185.22   (f) ADJ UNCH    2 0
 GZ0582
 GZ0582.Superseded values are not recommended for survey control.
 GZ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0582.See file dsdata.txt to determine how the superseded data were derived.
 GZ0582
 GZ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG330321(NAD 83)
 GZ0582_MARKER: DD = SURVEY DISK
 GZ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0582_STAMPING: I-75 L-32 1961
 GZ0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0582+STABILITY: SURFACE MOTION
 GZ0582
 GZ0582  HISTORY     - Date     Condition        Report By
 GZ0582  HISTORY     - 1961     MONUMENTED       PAS
 GZ0582
 GZ0582                          STATION DESCRIPTION
 GZ0582
 GZ0582'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0582'4 MI S FROM MT VERNON.
 GZ0582'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE LOUISVILLE
 GZ0582'AND NASHVILLE RAILROAD STATION AT MOUNT VERNON, THENCE ABOUT 1.1
 GZ0582'MILES WEST ALONG U.S. HIGHWAY 150, THENCE ABOUT 3.25 MILES
 GZ0582'SOUTHWEST ALONG STATE HIGHWAY 461 TO A CROSSROAD, THENCE ABOUT
 GZ0582'0.7 MILE SOUTHEAST ALONG GRAVEL ROAD TO A FORK AT JONES BRANCH
 GZ0582'NEAR NORTON SCHOOL, THENCE ABOUT 0.9 MILE NORTHEAST ALONG A
 GZ0582'DIRT ROAD, ABOUT 102 FEET EAST OF THE SOUTHEAST CORNER OF ROBERT
 GZ0582'MILLERS RESIDENCE, 93.5 FEET NORTH OF THE NORTHEAST CORNER OF
 GZ0582'BARN, 23.0 FEET NORTHWEST OF A 12-INCH CEDAR TREE, 12 FEET
 GZ0582'NORTHEAST OF FENCE CORNER AND 1.5 FEET NORTH OF METAL WITNESS
 GZ0582'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 GZ0582'DISK SET IN TOP OF CONCRETE POST PROJECTING 1 INCH AND STAMPED
 GZ0582'I-75 L-32 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0581 ***********************************************************************
 GZ0581  DESIGNATION -  I75 L 33
 GZ0581  PID         -  GZ0581
 GZ0581  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0581  USGS QUAD   -  MARETBURG (1979)
 GZ0581
 GZ0581                         *CURRENT SURVEY CONTROL
 GZ0581  ___________________________________________________________________
 GZ0581* NAD 83(1986)-  37 19 02.     (N)    084 22 40.     (W)     SCALED    
 GZ0581* NAVD 88     -       340.374  (meters)    1116.71   (feet)  ADJUSTED  
 GZ0581  ___________________________________________________________________
 GZ0581  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GZ0581  DYNAMIC HT  -         340.118 (meters)    1115.87  (feet)  COMP
 GZ0581  MODELED GRAV-     979,867.7   (mgal)                       NAVD 88
 GZ0581
 GZ0581  VERT ORDER  -  SECOND    CLASS 0
 GZ0581
 GZ0581.The horizontal coordinates were scaled from a topographic map and have
 GZ0581.an estimated accuracy of +/- 6 seconds.
 GZ0581
 GZ0581.The orthometric height was determined by differential leveling
 GZ0581.and adjusted by the National Geodetic Survey in June 1991..
 GZ0581
 GZ0581.The geoid height was determined by GEOID03.
 GZ0581
 GZ0581.The dynamic height is computed by dividing the NAVD 88
 GZ0581.geopotential number by the normal gravity value computed on the
 GZ0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0581.degrees latitude (g = 980.6199 gals.).
 GZ0581
 GZ0581.The modeled gravity was interpolated from observed gravity values.
 GZ0581
 GZ0581;                    North         East    Units  Estimated Accuracy
 GZ0581;SPC KY1Z     - 1,110,090.    1,621,620.      MT  (+/- 180 meters Scaled)
 GZ0581
 GZ0581                          SUPERSEDED SURVEY CONTROL
 GZ0581
 GZ0581  NGVD 29 (??/??/92)  340.538  (m)         1117.25   (f) ADJ UNCH    2 0
 GZ0581
 GZ0581.Superseded values are not recommended for survey control.
 GZ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0581.See file dsdata.txt to determine how the superseded data were derived.
 GZ0581
 GZ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG323332(NAD 83)
 GZ0581_MARKER: DD = SURVEY DISK
 GZ0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0581_STAMPING: I-75 L-33 1961
 GZ0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0581+STABILITY: SURFACE MOTION
 GZ0581
 GZ0581  HISTORY     - Date     Condition        Report By
 GZ0581  HISTORY     - 1961     MONUMENTED       PAS
 GZ0581
 GZ0581                          STATION DESCRIPTION
 GZ0581
 GZ0581'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0581'3.5 MI SW FROM MT VERNON.
 GZ0581'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE LOUISVILLE
 GZ0581'AND NASHVILLE RAILROAD STATION AT MOUNT VERNON, THENCE ABOUT 1.1
 GZ0581'MILES WEST ALONG U.S. HIGHWAY 150, THENCE ABOUT 2.35 MILES
 GZ0581'SOUTHWEST ALONG STATE HIGHWAY 461, THENCE ABOUT 0.45 MILE
 GZ0581'SOUTHEAST ALONG DIRT ROAD, ABOUT 105 FEET NORTHWEST OF THE
 GZ0581'NORTHWEST CORNER OF BARN, 52 FEET SOUTHWEST OF THE SOUTHWEST
 GZ0581'CORNER OF LUCY BULLOCKS RESIDENCE, 20.5 FEET NORTHEAST OF THE
 GZ0581'CENTER OF ROAD, 2.0 FEET NORTHWEST OF METAL WITNESS POST AND
 GZ0581'SIGN AND 1 FOOT SOUTHWEST OF GARDEN FENCE.  A KENTUCKY DEPARTMENT
 GZ0581'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 GZ0581'1 INCH AND STAMPED I-75 L-33 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0580 ***********************************************************************
 GZ0580  DESIGNATION -  I75 L 34
 GZ0580  PID         -  GZ0580
 GZ0580  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0580  USGS QUAD   -  MARETBURG (1979)
 GZ0580
 GZ0580                         *CURRENT SURVEY CONTROL
 GZ0580  ___________________________________________________________________
 GZ0580* NAD 83(1986)-  37 19 37.     (N)    084 22 41.     (W)     SCALED    
 GZ0580* NAVD 88     -       329.563  (meters)    1081.24   (feet)  ADJUSTED  
 GZ0580  ___________________________________________________________________
 GZ0580  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GZ0580  DYNAMIC HT  -         329.315 (meters)    1080.43  (feet)  COMP
 GZ0580  MODELED GRAV-     979,865.9   (mgal)                       NAVD 88
 GZ0580
 GZ0580  VERT ORDER  -  SECOND    CLASS 0
 GZ0580
 GZ0580.The horizontal coordinates were scaled from a topographic map and have
 GZ0580.an estimated accuracy of +/- 6 seconds.
 GZ0580
 GZ0580.The orthometric height was determined by differential leveling
 GZ0580.and adjusted by the National Geodetic Survey in June 1991..
 GZ0580
 GZ0580.The geoid height was determined by GEOID03.
 GZ0580
 GZ0580.The dynamic height is computed by dividing the NAVD 88
 GZ0580.geopotential number by the normal gravity value computed on the
 GZ0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0580.degrees latitude (g = 980.6199 gals.).
 GZ0580
 GZ0580.The modeled gravity was interpolated from observed gravity values.
 GZ0580
 GZ0580;                    North         East    Units  Estimated Accuracy
 GZ0580;SPC KY1Z     - 1,111,170.    1,621,580.      MT  (+/- 180 meters Scaled)
 GZ0580
 GZ0580                          SUPERSEDED SURVEY CONTROL
 GZ0580
 GZ0580  NGVD 29 (??/??/92)  329.724  (m)         1081.77   (f) ADJ UNCH    2 0
 GZ0580
 GZ0580.Superseded values are not recommended for survey control.
 GZ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0580.See file dsdata.txt to determine how the superseded data were derived.
 GZ0580
 GZ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG323343(NAD 83)
 GZ0580_MARKER: DD = SURVEY DISK
 GZ0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0580_STAMPING: I-75 L-34 1961
 GZ0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0580+STABILITY: SURFACE MOTION
 GZ0580
 GZ0580  HISTORY     - Date     Condition        Report By
 GZ0580  HISTORY     - 1961     MONUMENTED       PAS
 GZ0580
 GZ0580                          STATION DESCRIPTION
 GZ0580
 GZ0580'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0580'2.5 MI SW FROM MT VERNON.
 GZ0580'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE LOUISVILLE
 GZ0580'AND NASHVILLE RAILROAD STATION AT MOUNT VERNON, THENCE ABOUT 1.1
 GZ0580'MILES WEST ALONG U.S. HIGHWAY 150, THENCE ABOUT 2.2 MILES
 GZ0580'SOUTHWEST ALONG STATE HIGHWAY 461, THENCE ABOUT 0.15 MILE NORTH
 GZ0580'ALONG A DIRT DRIVE, ABOUT 100 FEET EAST OF THE SOUTHEAST CORNER
 GZ0580'OF WILLIAM PAYNES RESIDENCE, 15 FEET SOUTHEAST OF THE EAST END
 GZ0580'OF AN 18-INCH CONCRETE PIPE CULVERT, 13 FEET EAST OF THE CENTER
 GZ0580'OF DRIVE, 2.1 FEET NORTHWEST OF METAL WITNESS POST AND SIGN, 1.0
 GZ0580'FOOT WEST OF AN OLD FENCE AND ABOUT LEVEL WITH DRIVE.  A KENTUCKY
 GZ0580'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST
 GZ0580'PROJECTING 2 INCHES AND STAMPED I-75 L-34 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0579 ***********************************************************************
 GZ0579  DESIGNATION -  I75 L 35
 GZ0579  PID         -  GZ0579
 GZ0579  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0579  USGS QUAD   -  MARETBURG (1979)
 GZ0579
 GZ0579                         *CURRENT SURVEY CONTROL
 GZ0579  ___________________________________________________________________
 GZ0579* NAD 83(1986)-  37 20 23.     (N)    084 22 35.     (W)     SCALED    
 GZ0579* NAVD 88     -       366.142  (meters)    1201.25   (feet)  ADJUSTED  
 GZ0579  ___________________________________________________________________
 GZ0579  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GZ0579  DYNAMIC HT  -         365.866 (meters)    1200.35  (feet)  COMP
 GZ0579  MODELED GRAV-     979,864.3   (mgal)                       NAVD 88
 GZ0579
 GZ0579  VERT ORDER  -  SECOND    CLASS 0
 GZ0579
 GZ0579.The horizontal coordinates were scaled from a topographic map and have
 GZ0579.an estimated accuracy of +/- 6 seconds.
 GZ0579
 GZ0579.The orthometric height was determined by differential leveling
 GZ0579.and adjusted by the National Geodetic Survey in June 1991..
 GZ0579
 GZ0579.The geoid height was determined by GEOID03.
 GZ0579
 GZ0579.The dynamic height is computed by dividing the NAVD 88
 GZ0579.geopotential number by the normal gravity value computed on the
 GZ0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0579.degrees latitude (g = 980.6199 gals.).
 GZ0579
 GZ0579.The modeled gravity was interpolated from observed gravity values.
 GZ0579
 GZ0579;                    North         East    Units  Estimated Accuracy
 GZ0579;SPC KY1Z     - 1,112,590.    1,621,710.      MT  (+/- 180 meters Scaled)
 GZ0579
 GZ0579                          SUPERSEDED SURVEY CONTROL
 GZ0579
 GZ0579  NGVD 29 (??/??/92)  366.301  (m)         1201.77   (f) ADJ UNCH    2 0
 GZ0579
 GZ0579.Superseded values are not recommended for survey control.
 GZ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0579.See file dsdata.txt to determine how the superseded data were derived.
 GZ0579
 GZ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG324357(NAD 83)
 GZ0579_MARKER: DD = SURVEY DISK
 GZ0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0579_STAMPING: I-75 L-35 1961
 GZ0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0579+STABILITY: SURFACE MOTION
 GZ0579
 GZ0579  HISTORY     - Date     Condition        Report By
 GZ0579  HISTORY     - 1961     MONUMENTED       PAS
 GZ0579
 GZ0579                          STATION DESCRIPTION
 GZ0579
 GZ0579'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0579'2 MI SW FROM MT VERNON.
 GZ0579'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE LOUISVILLE
 GZ0579'AND NASHVILLE RAILROAD STATION AT MOUNT VERNON, THENCE ABOUT
 GZ0579'2.1 MILES WEST ALONG U.S. HIGHWAY 150, THENCE ABOUT 0.25 MILE
 GZ0579'SOUTH ALONG DIRT ROAD TO A Y-FORK, TAKE LEFT FORK AND CONTINUE
 GZ0579'SOUTH ON OLD DIRT ROAD FOR 0.55 MILE TO THE MARK ON RIGHT, ON
 GZ0579'LAND OWNED BY MR. J.C. BOWLING, ABOUT 100 FEET EAST OF AN 18-INCH
 GZ0579'WALNUT TREE IN PROPERTY LINE FENCE SEPARATING LLOYD MONK AND
 GZ0579'J.C. BOWLINGS PROPERTY, 10 FEET WEST OF THE CENTER OF ROAD AT
 GZ0579'GATE, 2.2 FEET NORTH OF FENCE AND 1.8 FEET NORTH OF METAL WITNESS
 GZ0579'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 GZ0579'SET IN TOP OF CONCRETE POST PROJECTING 2 INCHES AND STAMPED
 GZ0579'I-75 L-35 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0578 ***********************************************************************
 GZ0578  DESIGNATION -  I75 L 36
 GZ0578  PID         -  GZ0578
 GZ0578  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0578  USGS QUAD   -  MARETBURG (1979)
 GZ0578
 GZ0578                         *CURRENT SURVEY CONTROL
 GZ0578  ___________________________________________________________________
 GZ0578* NAD 83(1986)-  37 21 23.     (N)    084 22 47.     (W)     SCALED    
 GZ0578* NAVD 88     -       355.952  (meters)    1167.82   (feet)  ADJUSTED  
 GZ0578  ___________________________________________________________________
 GZ0578  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GZ0578  DYNAMIC HT  -         355.683 (meters)    1166.94  (feet)  COMP
 GZ0578  MODELED GRAV-     979,864.2   (mgal)                       NAVD 88
 GZ0578
 GZ0578  VERT ORDER  -  SECOND    CLASS 0
 GZ0578
 GZ0578.The horizontal coordinates were scaled from a topographic map and have
 GZ0578.an estimated accuracy of +/- 6 seconds.
 GZ0578
 GZ0578.The orthometric height was determined by differential leveling
 GZ0578.and adjusted by the National Geodetic Survey in June 1991..
 GZ0578
 GZ0578.The geoid height was determined by GEOID03.
 GZ0578
 GZ0578.The dynamic height is computed by dividing the NAVD 88
 GZ0578.geopotential number by the normal gravity value computed on the
 GZ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0578.degrees latitude (g = 980.6199 gals.).
 GZ0578
 GZ0578.The modeled gravity was interpolated from observed gravity values.
 GZ0578
 GZ0578;                    North         East    Units  Estimated Accuracy
 GZ0578;SPC KY1Z     - 1,114,430.    1,621,390.      MT  (+/- 180 meters Scaled)
 GZ0578
 GZ0578                          SUPERSEDED SURVEY CONTROL
 GZ0578
 GZ0578  NGVD 29 (??/??/92)  356.107  (m)         1168.33   (f) ADJ UNCH    2 0
 GZ0578
 GZ0578.Superseded values are not recommended for survey control.
 GZ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0578.See file dsdata.txt to determine how the superseded data were derived.
 GZ0578
 GZ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG320376(NAD 83)
 GZ0578_MARKER: DD = SURVEY DISK
 GZ0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0578_STAMPING: I-75 L-36 1961
 GZ0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0578+STABILITY: SURFACE MOTION
 GZ0578
 GZ0578  HISTORY     - Date     Condition        Report By
 GZ0578  HISTORY     - 1961     MONUMENTED       PAS
 GZ0578
 GZ0578                          STATION DESCRIPTION
 GZ0578
 GZ0578'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0578'2 MI W FROM MT VERNON.
 GZ0578'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE LOUISVILLE
 GZ0578'AND NASHVILLE RAILROAD STATION AT MOUNT VERNON, THENCE ABOUT 2.85
 GZ0578'MILES WEST ALONG U.S. HIGHWAY 150 TO A CROSSROAD AT MARETBURG,
 GZ0578'THENCE ABOUT 0.05 MILE NORTH ALONG A GRAVEL ROAD TO AN INTERSECTION
 GZ0578'AT THE L AND N RAILROAD, THENCE ABOUT 0.45 MILE EAST ALONG GRAVEL
 GZ0578'ROAD THAT PARALLELS RAILROAD, ABOUT 0.3 MILE NORTHWEST OF MILE
 GZ0578'POST 127, ABOUT 97 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GZ0578'1 STORY FRAME HOUSE, 89 FEET NORTHWEST OF THE CENTER OF GRADE
 GZ0578'CROSSING, 46.0 FEET NORTH OF THE NORTH RAIL, 30.5 FEET NORTH
 GZ0578'OF THE CENTER OF ROAD, 4.5 FEET SOUTHEAST OF FENCE CORNER AND
 GZ0578'2.0 FEET WEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GZ0578'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 GZ0578'POST PROJECTING 2 INCHES AND STAMPED I-75 L-36 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0577 ***********************************************************************
 GZ0577  DESIGNATION -  I75 L 37
 GZ0577  PID         -  GZ0577
 GZ0577  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0577  USGS QUAD   -  MARETBURG (1979)
 GZ0577
 GZ0577                         *CURRENT SURVEY CONTROL
 GZ0577  ___________________________________________________________________
 GZ0577* NAD 83(1986)-  37 22 13.     (N)    084 23 01.     (W)     SCALED    
 GZ0577* NAVD 88     -       409.287  (meters)    1342.80   (feet)  ADJUSTED  
 GZ0577  ___________________________________________________________________
 GZ0577  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GZ0577  DYNAMIC HT  -         408.979 (meters)    1341.79  (feet)  COMP
 GZ0577  MODELED GRAV-     979,864.1   (mgal)                       NAVD 88
 GZ0577
 GZ0577  VERT ORDER  -  SECOND    CLASS 0
 GZ0577
 GZ0577.The horizontal coordinates were scaled from a topographic map and have
 GZ0577.an estimated accuracy of +/- 6 seconds.
 GZ0577
 GZ0577.The orthometric height was determined by differential leveling
 GZ0577.and adjusted by the National Geodetic Survey in June 1991..
 GZ0577
 GZ0577.The geoid height was determined by GEOID03.
 GZ0577
 GZ0577.The dynamic height is computed by dividing the NAVD 88
 GZ0577.geopotential number by the normal gravity value computed on the
 GZ0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0577.degrees latitude (g = 980.6199 gals.).
 GZ0577
 GZ0577.The modeled gravity was interpolated from observed gravity values.
 GZ0577
 GZ0577;                    North         East    Units  Estimated Accuracy
 GZ0577;SPC KY1Z     - 1,115,970.    1,621,020.      MT  (+/- 180 meters Scaled)
 GZ0577
 GZ0577                          SUPERSEDED SURVEY CONTROL
 GZ0577
 GZ0577  NGVD 29 (??/??/92)  409.443  (m)         1343.31   (f) ADJ UNCH    2 0
 GZ0577
 GZ0577.Superseded values are not recommended for survey control.
 GZ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0577.See file dsdata.txt to determine how the superseded data were derived.
 GZ0577
 GZ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG316391(NAD 83)
 GZ0577_MARKER: DD = SURVEY DISK
 GZ0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0577_STAMPING: I75-L37-1960
 GZ0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0577+STABILITY: SURFACE MOTION
 GZ0577
 GZ0577  HISTORY     - Date     Condition        Report By
 GZ0577  HISTORY     - 1960     MONUMENTED       PAS
 GZ0577
 GZ0577                          STATION DESCRIPTION
 GZ0577
 GZ0577'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0577'3 MI NW FROM MOUNT VERNON.
 GZ0577'ABOUT 2.95 MILES NORTHWEST ALONG STATE HIGHWAY 1326 FROM THE
 GZ0577'POST OFFICE IN MOUNT VERNON TO AN OLD ABANDONED COUNTY ROAD AT A
 GZ0577'FRAME HOUSE (FORMERLY A STORE) NEAR TOP OF HILL, THENCE ABOUT
 GZ0577'0.9 MILE SOUTHWEST ALONG ABANDONED COUNTY ROAD (ACCESSIBLE BY
 GZ0577'A FOUR WHEEL DRIVE VEHICLE ONLY) TO TOP OF BACKBONE RIDGE AND
 GZ0577'THE MARK ON THE LEFT, 51.0 FEET NORTHWEST OF A 15 INCH RED OAK
 GZ0577'TREE, 41.2 FEET SOUTHEAST OF A 30 INCH RED OAK TREE, 18 FEET
 GZ0577'SOUTHEAST OF THE INTERSECTION OF ROAD AND TRAIL SOUTHEAST AT
 GZ0577'TOP OF RIDGE, 6 FEET NORTHEAST OF THE CENTER OF TRAIL AND 1.8
 GZ0577'FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.  A KENTUCKY
 GZ0577'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A
 GZ0577'CONCRETE POST PROJECTING 2 INCHES AND STAMPED I75-L37-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0576 ***********************************************************************
 GZ0576  DESIGNATION -  I75 L 38
 GZ0576  PID         -  GZ0576
 GZ0576  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0576  USGS QUAD   -  BRODHEAD (1953)
 GZ0576
 GZ0576                         *CURRENT SURVEY CONTROL
 GZ0576  ___________________________________________________________________
 GZ0576* NAD 83(1986)-  37 22 51.     (N)    084 22 33.     (W)     SCALED    
 GZ0576* NAVD 88     -       383.691  (meters)    1258.83   (feet)  ADJUSTED  
 GZ0576  ___________________________________________________________________
 GZ0576  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GZ0576  DYNAMIC HT  -         383.402 (meters)    1257.88  (feet)  COMP
 GZ0576  MODELED GRAV-     979,864.1   (mgal)                       NAVD 88
 GZ0576
 GZ0576  VERT ORDER  -  SECOND    CLASS 0
 GZ0576
 GZ0576.The horizontal coordinates were scaled from a topographic map and have
 GZ0576.an estimated accuracy of +/- 6 seconds.
 GZ0576
 GZ0576.The orthometric height was determined by differential leveling
 GZ0576.and adjusted by the National Geodetic Survey in June 1991..
 GZ0576
 GZ0576.The geoid height was determined by GEOID03.
 GZ0576
 GZ0576.The dynamic height is computed by dividing the NAVD 88
 GZ0576.geopotential number by the normal gravity value computed on the
 GZ0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0576.degrees latitude (g = 980.6199 gals.).
 GZ0576
 GZ0576.The modeled gravity was interpolated from observed gravity values.
 GZ0576
 GZ0576;                    North         East    Units  Estimated Accuracy
 GZ0576;SPC KY1Z     - 1,117,150.    1,621,690.      MT  (+/- 180 meters Scaled)
 GZ0576
 GZ0576                          SUPERSEDED SURVEY CONTROL
 GZ0576
 GZ0576  NGVD 29 (??/??/92)  383.845  (m)         1259.33   (f) ADJ UNCH    2 0
 GZ0576
 GZ0576.Superseded values are not recommended for survey control.
 GZ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0576.See file dsdata.txt to determine how the superseded data were derived.
 GZ0576
 GZ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG323403(NAD 83)
 GZ0576_MARKER: DD = SURVEY DISK
 GZ0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0576_STAMPING: I75-L38-1960
 GZ0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0576+STABILITY: SURFACE MOTION
 GZ0576
 GZ0576  HISTORY     - Date     Condition        Report By
 GZ0576  HISTORY     - 1960     MONUMENTED       PAS
 GZ0576
 GZ0576                          STATION DESCRIPTION
 GZ0576
 GZ0576'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0576'2.5 MI NW FROM MOUNT VERNON.
 GZ0576'ABOUT 3.1 MILES NORTHWEST ALONG STATE HIGHWAY 1326 FROM THE
 GZ0576'POST OFFICE IN MOUNT VERNON, AT A T-ROAD NORTH, ABOUT 40 FEET
 GZ0576'EAST OF THE CENTER OF GRAVEL ROAD, 39.8 FEET SOUTH OF A POWER
 GZ0576'POLE WITH TRANSFORMER, 34.3 FEET WEST OF A 10 INCH HICKORY TREE,
 GZ0576'25 FEET NORTH OF THE CENTER OF HIGHWAY, 19.8 FEET EAST OF A
 GZ0576'12 INCH LOCUST TREE, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST
 GZ0576'AND SIGN AND 1.2 FEET SOUTH OF WIRE FENCE.  A KENTUCKY DEPARTMENT
 GZ0576'OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 GZ0576'PROJECTING 1 INCH AND STAMPED I75-L38-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0575 ***********************************************************************
 GZ0575  DESIGNATION -  I75 L 39
 GZ0575  PID         -  GZ0575
 GZ0575  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0575  USGS QUAD   -  WILDIE (1970)
 GZ0575
 GZ0575                         *CURRENT SURVEY CONTROL
 GZ0575  ___________________________________________________________________
 GZ0575* NAD 83(1986)-  37 23 35.     (N)    084 22 28.     (W)     SCALED    
 GZ0575* NAVD 88     -       363.874  (meters)    1193.81   (feet)  ADJUSTED  
 GZ0575  ___________________________________________________________________
 GZ0575  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GZ0575  DYNAMIC HT  -         363.599 (meters)    1192.91  (feet)  COMP
 GZ0575  MODELED GRAV-     979,863.3   (mgal)                       NAVD 88
 GZ0575
 GZ0575  VERT ORDER  -  SECOND    CLASS 0
 GZ0575
 GZ0575.The horizontal coordinates were scaled from a topographic map and have
 GZ0575.an estimated accuracy of +/- 6 seconds.
 GZ0575
 GZ0575.The orthometric height was determined by differential leveling
 GZ0575.and adjusted by the National Geodetic Survey in June 1991..
 GZ0575
 GZ0575.The geoid height was determined by GEOID03.
 GZ0575
 GZ0575.The dynamic height is computed by dividing the NAVD 88
 GZ0575.geopotential number by the normal gravity value computed on the
 GZ0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0575.degrees latitude (g = 980.6199 gals.).
 GZ0575
 GZ0575.The modeled gravity was interpolated from observed gravity values.
 GZ0575
 GZ0575;                    North         East    Units  Estimated Accuracy
 GZ0575;SPC KY1Z     - 1,118,510.    1,621,800.      MT  (+/- 180 meters Scaled)
 GZ0575
 GZ0575                          SUPERSEDED SURVEY CONTROL
 GZ0575
 GZ0575  NGVD 29 (??/??/92)  364.025  (m)         1194.31   (f) ADJ UNCH    2 0
 GZ0575
 GZ0575.Superseded values are not recommended for survey control.
 GZ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0575.See file dsdata.txt to determine how the superseded data were derived.
 GZ0575
 GZ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG324417(NAD 83)
 GZ0575_MARKER: DD = SURVEY DISK
 GZ0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0575_STAMPING: I75-L39-1960
 GZ0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0575+STABILITY: SURFACE MOTION
 GZ0575
 GZ0575  HISTORY     - Date     Condition        Report By
 GZ0575  HISTORY     - 1960     MONUMENTED       PAS
 GZ0575
 GZ0575                          STATION DESCRIPTION
 GZ0575
 GZ0575'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0575'3 MI NW FROM MOUNT VERNON.
 GZ0575'ABOUT 3.1 MILES NORTHWEST ALONG STATE HIGHWAY 1326 FROM THE
 GZ0575'POST OFFICE IN MOUNT VERNON, THENCE ABOUT 0.75 MILE NORTH ALONG
 GZ0575'A GRAVEL ROAD, 39.5 FEET NORTHEAST OF A 6 INCH CEDAR TREE, 34 FEET
 GZ0575'WEST OF THE INTERSECTION OF ROAD AND DRIVE SOUTHWEST, 14 FEET
 GZ0575'NORTHWEST OF THE CENTER OF DRIVE, 2.5 FEET SOUTHEAST OF WIRE
 GZ0575'FENCE, 1.7 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN AND
 GZ0575'ABOUT 2 FEET LOWER THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0575'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ0575'2 INCHES AND STAMPED I75-L39-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0417 ***********************************************************************
 GB0417  DESIGNATION -  I75 L 4
 GB0417  PID         -  GB0417
 GB0417  STATE/COUNTY-  KY/LAUREL
 GB0417  USGS QUAD   -  VOX (1982)
 GB0417
 GB0417                         *CURRENT SURVEY CONTROL
 GB0417  ___________________________________________________________________
 GB0417* NAD 83(1986)-  36 57 06.     (N)    084 10 26.     (W)     SCALED    
 GB0417* NAVD 88     -       359.703  (meters)    1180.13   (feet)  ADJUSTED  
 GB0417  ___________________________________________________________________
 GB0417  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GB0417  DYNAMIC HT  -         359.414 (meters)    1179.18  (feet)  COMP
 GB0417  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 GB0417
 GB0417  VERT ORDER  -  SECOND    CLASS 0
 GB0417
 GB0417.The horizontal coordinates were scaled from a topographic map and have
 GB0417.an estimated accuracy of +/- 6 seconds.
 GB0417
 GB0417.The orthometric height was determined by differential leveling
 GB0417.and adjusted by the National Geodetic Survey in June 1991..
 GB0417
 GB0417.The geoid height was determined by GEOID03.
 GB0417
 GB0417.The dynamic height is computed by dividing the NAVD 88
 GB0417.geopotential number by the normal gravity value computed on the
 GB0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0417.degrees latitude (g = 980.6199 gals.).
 GB0417
 GB0417.The modeled gravity was interpolated from observed gravity values.
 GB0417
 GB0417;                    North         East    Units  Estimated Accuracy
 GB0417;SPC KY1Z     - 1,069,810.    1,640,380.      MT  (+/- 180 meters Scaled)
 GB0417
 GB0417                          SUPERSEDED SURVEY CONTROL
 GB0417
 GB0417  NGVD 29 (??/??/92)  359.856  (m)         1180.63   (f) ADJ UNCH    2 0
 GB0417
 GB0417.Superseded values are not recommended for survey control.
 GB0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0417.See file dsdata.txt to determine how the superseded data were derived.
 GB0417
 GB0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF516932(NAD 83)
 GB0417_MARKER: DD = SURVEY DISK
 GB0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0417_STAMPING: I-75 L-4 1961
 GB0417_MARK LOGO: KYDT  
 GB0417_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0417+STABILITY: SURFACE MOTION
 GB0417
 GB0417  HISTORY     - Date     Condition        Report By
 GB0417  HISTORY     - 1961     MONUMENTED       PAS
 GB0417  HISTORY     - 1962     GOOD             NGS
 GB0417  HISTORY     - 19930801 GOOD             KYDT
 GB0417
 GB0417                          STATION DESCRIPTION
 GB0417
 GB0417'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GB0417'4.8 MI S FROM KEAVY.
 GB0417'ABOUT 2.7 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ELEMENTARY
 GB0417'SCHOOL AT KEAVY, TO JUNCTION, THENCE ABOUT 2.0 MILES SOUTH
 GB0417'ALONG A DIRT ROAD TO A Y-FORK, TAKE LEFT FORK AND GO SOUTHEAST
 GB0417'FOR 0.1 MILE TO MARK ON LEFT, ABOUT 0.15 MILE NORTH OF A STEEL
 GB0417'TOWER FOR POWER TRANSMISSION LINE, AT THE NORTHEAST CORNER OF A
 GB0417'FORMERLY CULTIVATED FIELD, 12.5 FEET NORTHEAST OF THE CENTER
 GB0417'OF ROAD, 9.6 FEET NORTHWEST OF A 6-INCH WHITE OAK TREE, 1.5
 GB0417'FEET SOUTH OF METAL WITNESS POST AND SIGN AND ABOUT LEVEL WITH
 GB0417'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 GB0417'TOP OF CONCRETE POST PROJECTING 4 INCHES AND STAMPED I-75 L-4
 GB0417'1961.
 GB0417
 GB0417                          STATION RECOVERY (1962)
 GB0417
 GB0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0417'RECOVERED IN GOOD CONDITION.
 GB0417
 GB0417                          STATION RECOVERY (1993)
 GB0417
 GB0417'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0417'1.3 MILES (2.1 KM) WEST ALONG KY 770 FROM I75 / KY 770 - US 25 E
 GB0417'INTERCHANGE JUST NORTH OF CORBIN TO JUNCTION OF KY 312, THENCE
 GB0417'NORTHWEST ALONG KY 312 ABOUT .55 MILE (0.89 KM) TO A CROSSROAD, THENCE
 GB0417'SOUTHWEST ALONG PAVED ROAD ABOUT 1.5 MILE (2.4 KM) TO CROSSROADS,
 GB0417'THENCE SOUTH ALONG PAVED ROAD ABOUT 1.9 MILE (3.1 KM) TO Y IN ROAD,
 GB0417'THENCE ALONG LEFT FORK OF Y ABOUT 350 FEET (106.7 M) TO MARK ON LEFT,
 GB0417'IN FRONT YARD OF RESIDENCE OF MR BRACK BAKER, 12.5 FEET (3.8 M)
 GB0417'NORTHEAST OF CENTER OF ROAD, 9.6 FEET (2.9 M) NORTHWEST OF A 10 INCH
 GB0417'WHITE OAK, 1.5 FEET (0.5 M) SOUTH OF METAL WITNESS POST AT BASE OF
 GB0417'SMALL BUSH AND ABOUT LEVEL WITH ROAD, SET IN THE TOP OF CONCRETE POST
 GB0417'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0574 ***********************************************************************
 GZ0574  DESIGNATION -  I75 L 40
 GZ0574  PID         -  GZ0574
 GZ0574  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0574  USGS QUAD   -  WILDIE (1970)
 GZ0574
 GZ0574                         *CURRENT SURVEY CONTROL
 GZ0574  ___________________________________________________________________
 GZ0574* NAD 83(1986)-  37 24 19.     (N)    084 22 24.     (W)     SCALED    
 GZ0574* NAVD 88     -       362.797  (meters)    1190.28   (feet)  ADJUSTED  
 GZ0574  ___________________________________________________________________
 GZ0574  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GZ0574  DYNAMIC HT  -         362.522 (meters)    1189.37  (feet)  COMP
 GZ0574  MODELED GRAV-     979,861.5   (mgal)                       NAVD 88
 GZ0574
 GZ0574  VERT ORDER  -  SECOND    CLASS 0
 GZ0574
 GZ0574.The horizontal coordinates were scaled from a topographic map and have
 GZ0574.an estimated accuracy of +/- 6 seconds.
 GZ0574
 GZ0574.The orthometric height was determined by differential leveling
 GZ0574.and adjusted by the National Geodetic Survey in June 1991..
 GZ0574
 GZ0574.The geoid height was determined by GEOID03.
 GZ0574
 GZ0574.The dynamic height is computed by dividing the NAVD 88
 GZ0574.geopotential number by the normal gravity value computed on the
 GZ0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0574.degrees latitude (g = 980.6199 gals.).
 GZ0574
 GZ0574.The modeled gravity was interpolated from observed gravity values.
 GZ0574
 GZ0574;                    North         East    Units  Estimated Accuracy
 GZ0574;SPC KY1Z     - 1,119,870.    1,621,870.      MT  (+/- 180 meters Scaled)
 GZ0574
 GZ0574                          SUPERSEDED SURVEY CONTROL
 GZ0574
 GZ0574  NGVD 29 (??/??/92)  362.947  (m)         1190.77   (f) ADJ UNCH    2 0
 GZ0574
 GZ0574.Superseded values are not recommended for survey control.
 GZ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0574.See file dsdata.txt to determine how the superseded data were derived.
 GZ0574
 GZ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG324430(NAD 83)
 GZ0574_MARKER: DD = SURVEY DISK
 GZ0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0574_STAMPING: I75-L40-1960
 GZ0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0574+STABILITY: SURFACE MOTION
 GZ0574
 GZ0574  HISTORY     - Date     Condition        Report By
 GZ0574  HISTORY     - 1960     MONUMENTED       PAS
 GZ0574
 GZ0574                          STATION DESCRIPTION
 GZ0574
 GZ0574'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0574'2.5 MI E FROM BRODHEAD.
 GZ0574'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 GZ0574'IN BRODHEAD, THENCE ABOUT 2.75 MILES NORTHEAST ALONG STATE
 GZ0574'HIGHWAY 1505, THENCE ABOUT 1.05 MILES SOUTHEAST ALONG A BLACK
 GZ0574'TOP ROAD, ABOUT 4.9 MILES NORTHWEST OF MOUNT VERNON, ABOUT 108
 GZ0574'FEET SOUTHWEST AND ACROSS ROAD FROM A 1 STORY BRICK HOUSE, 25.8
 GZ0574'FEET WEST OF FENCE CORNER, 14 FEET SOUTHWEST OF THE CENTER OF
 GZ0574'ROAD, 2.5 FEET SOUTHEAST OF A POWER POLE WITH TRANSFORMER, 2.0
 GZ0574'FEET NORTHEAST OF WIRE FENCE AND 1.8 FEET NORTHWEST OF A METAL
 GZ0574'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 GZ0574'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GZ0574'AND STAMPED I75-L40-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0573 ***********************************************************************
 GZ0573  DESIGNATION -  I75 L 41
 GZ0573  PID         -  GZ0573
 GZ0573  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0573  USGS QUAD   -  BRODHEAD (1953)
 GZ0573
 GZ0573                         *CURRENT SURVEY CONTROL
 GZ0573  ___________________________________________________________________
 GZ0573* NAD 83(1986)-  37 25 01.     (N)    084 22 34.     (W)     SCALED    
 GZ0573* NAVD 88     -       373.010  (meters)    1223.78   (feet)  ADJUSTED  
 GZ0573  ___________________________________________________________________
 GZ0573  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GZ0573  DYNAMIC HT  -         372.727 (meters)    1222.86  (feet)  COMP
 GZ0573  MODELED GRAV-     979,858.9   (mgal)                       NAVD 88
 GZ0573
 GZ0573  VERT ORDER  -  SECOND    CLASS 0
 GZ0573
 GZ0573.The horizontal coordinates were scaled from a topographic map and have
 GZ0573.an estimated accuracy of +/- 6 seconds.
 GZ0573
 GZ0573.The orthometric height was determined by differential leveling
 GZ0573.and adjusted by the National Geodetic Survey in June 1991..
 GZ0573
 GZ0573.The geoid height was determined by GEOID03.
 GZ0573
 GZ0573.The dynamic height is computed by dividing the NAVD 88
 GZ0573.geopotential number by the normal gravity value computed on the
 GZ0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0573.degrees latitude (g = 980.6199 gals.).
 GZ0573
 GZ0573.The modeled gravity was interpolated from observed gravity values.
 GZ0573
 GZ0573;                    North         East    Units  Estimated Accuracy
 GZ0573;SPC KY1Z     - 1,121,160.    1,621,610.      MT  (+/- 180 meters Scaled)
 GZ0573
 GZ0573                          SUPERSEDED SURVEY CONTROL
 GZ0573
 GZ0573  NGVD 29 (??/??/92)  373.159  (m)         1224.27   (f) ADJ UNCH    2 0
 GZ0573
 GZ0573.Superseded values are not recommended for survey control.
 GZ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0573.See file dsdata.txt to determine how the superseded data were derived.
 GZ0573
 GZ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG322443(NAD 83)
 GZ0573_MARKER: DD = SURVEY DISK
 GZ0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0573_STAMPING: I75-L41-1960
 GZ0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0573+STABILITY: SURFACE MOTION
 GZ0573
 GZ0573  HISTORY     - Date     Condition        Report By
 GZ0573  HISTORY     - 1960     MONUMENTED       PAS
 GZ0573
 GZ0573                          STATION DESCRIPTION
 GZ0573
 GZ0573'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0573'2.5 MI NE FROM BRODHEAD.
 GZ0573'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 150 FROM THE POST
 GZ0573'OFFICE IN BRODHEAD, THENCE ABOUT 2.75 MILES NORTHEAST ALONG STATE
 GZ0573'HIGHWAY 1505, ABOUT 300 FEET NORTHEAST OF UNION CHAPEL, AT A
 GZ0573'T-ROAD SOUTHEAST, ABOUT 114 FEET SOUTH OF A 15 INCH POPLAR TREE
 GZ0573'IN FENCE LINE, 56.0 FEET NORTH AND ACROSS ROAD FROM A POWER
 GZ0573'POLE, 19 FEET NORTHWEST OF THE CENTER OF HIGHWAY, 1.8 FEET
 GZ0573'EAST OF A METAL WITNESS POST AND SIGN AND 1.5 FEET SOUTHEAST OF
 GZ0573'WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 GZ0573'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND STAMPED
 GZ0573'I75-L41-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0572 ***********************************************************************
 GZ0572  DESIGNATION -  I75 L 42
 GZ0572  PID         -  GZ0572
 GZ0572  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0572  USGS QUAD   -  WILDIE (1970)
 GZ0572
 GZ0572                         *CURRENT SURVEY CONTROL
 GZ0572  ___________________________________________________________________
 GZ0572* NAD 83(1986)-  37 25 22.     (N)    084 22 04.     (W)     SCALED    
 GZ0572* NAVD 88     -       378.529  (meters)    1241.89   (feet)  ADJUSTED  
 GZ0572  ___________________________________________________________________
 GZ0572  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GZ0572  DYNAMIC HT  -         378.241 (meters)    1240.95  (feet)  COMP
 GZ0572  MODELED GRAV-     979,857.3   (mgal)                       NAVD 88
 GZ0572
 GZ0572  VERT ORDER  -  SECOND    CLASS 0
 GZ0572
 GZ0572.The horizontal coordinates were scaled from a topographic map and have
 GZ0572.an estimated accuracy of +/- 6 seconds.
 GZ0572
 GZ0572.The orthometric height was determined by differential leveling
 GZ0572.and adjusted by the National Geodetic Survey in June 1991..
 GZ0572
 GZ0572.The geoid height was determined by GEOID03.
 GZ0572
 GZ0572.The dynamic height is computed by dividing the NAVD 88
 GZ0572.geopotential number by the normal gravity value computed on the
 GZ0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0572.degrees latitude (g = 980.6199 gals.).
 GZ0572
 GZ0572.The modeled gravity was interpolated from observed gravity values.
 GZ0572
 GZ0572;                    North         East    Units  Estimated Accuracy
 GZ0572;SPC KY1Z     - 1,121,820.    1,622,340.      MT  (+/- 180 meters Scaled)
 GZ0572
 GZ0572                          SUPERSEDED SURVEY CONTROL
 GZ0572
 GZ0572  NGVD 29 (??/??/92)  378.677  (m)         1242.38   (f) ADJ UNCH    2 0
 GZ0572
 GZ0572.Superseded values are not recommended for survey control.
 GZ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0572.See file dsdata.txt to determine how the superseded data were derived.
 GZ0572
 GZ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG329450(NAD 83)
 GZ0572_MARKER: DD = SURVEY DISK
 GZ0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0572_STAMPING: I75-L42-1960
 GZ0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0572+STABILITY: SURFACE MOTION
 GZ0572
 GZ0572  HISTORY     - Date     Condition        Report By
 GZ0572  HISTORY     - 1960     MONUMENTED       PAS
 GZ0572
 GZ0572                          STATION DESCRIPTION
 GZ0572
 GZ0572'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0572'3 MI NE FROM BRODHEAD.
 GZ0572'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 GZ0572'IN BRODHEAD, THENCE ABOUT 3.35 MILES NORTHEAST ALONG STATE
 GZ0572'HIGHWAY 1505, 62.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 GZ0572'2 STORY BRICK HOUSE, 46 FEET NORTH OF T-ROAD INTERSECTION, 7.8
 GZ0572'FEET WEST OF A POWER POLE, 1.9 FEET WEST OF A METAL WITNESS POST
 GZ0572'AND SIGN, 1.4 FEET SOUTHWEST OF WIRE FENCE AND ABOUT 1.5 FEET
 GZ0572'HIGHER THAN T-ROAD INTERSECTION.  A KENTUCKY DEPARTMENT OF
 GZ0572'HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GZ0572'3 INCHES AND STAMPED I75-L42-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0571 ***********************************************************************
 GZ0571  DESIGNATION -  I75 L 43
 GZ0571  PID         -  GZ0571
 GZ0571  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0571  USGS QUAD   -  WILDIE (1970)
 GZ0571
 GZ0571                         *CURRENT SURVEY CONTROL
 GZ0571  ___________________________________________________________________
 GZ0571* NAD 83(1986)-  37 25 38.     (N)    084 22 22.     (W)     SCALED    
 GZ0571* NAVD 88     -       384.626  (meters)    1261.89   (feet)  ADJUSTED  
 GZ0571  ___________________________________________________________________
 GZ0571  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GZ0571  DYNAMIC HT  -         384.333 (meters)    1260.93  (feet)  COMP
 GZ0571  MODELED GRAV-     979,856.0   (mgal)                       NAVD 88
 GZ0571
 GZ0571  VERT ORDER  -  SECOND    CLASS 0
 GZ0571
 GZ0571.The horizontal coordinates were scaled from a topographic map and have
 GZ0571.an estimated accuracy of +/- 6 seconds.
 GZ0571
 GZ0571.The orthometric height was determined by differential leveling
 GZ0571.and adjusted by the National Geodetic Survey in June 1991..
 GZ0571
 GZ0571.The geoid height was determined by GEOID03.
 GZ0571
 GZ0571.The dynamic height is computed by dividing the NAVD 88
 GZ0571.geopotential number by the normal gravity value computed on the
 GZ0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0571.degrees latitude (g = 980.6199 gals.).
 GZ0571
 GZ0571.The modeled gravity was interpolated from observed gravity values.
 GZ0571
 GZ0571;                    North         East    Units  Estimated Accuracy
 GZ0571;SPC KY1Z     - 1,122,300.    1,621,890.      MT  (+/- 180 meters Scaled)
 GZ0571
 GZ0571                          SUPERSEDED SURVEY CONTROL
 GZ0571
 GZ0571  NGVD 29 (??/??/92)  384.772  (m)         1262.37   (f) ADJ UNCH    2 0
 GZ0571
 GZ0571.Superseded values are not recommended for survey control.
 GZ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0571.See file dsdata.txt to determine how the superseded data were derived.
 GZ0571
 GZ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG324455(NAD 83)
 GZ0571_MARKER: DD = SURVEY DISK
 GZ0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0571_STAMPING: I75-L43-1960
 GZ0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0571+STABILITY: SURFACE MOTION
 GZ0571
 GZ0571  HISTORY     - Date     Condition        Report By
 GZ0571  HISTORY     - 1960     MONUMENTED       PAS
 GZ0571
 GZ0571                          STATION DESCRIPTION
 GZ0571
 GZ0571'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0571'3.5 MI NE FROM BRODHEAD.
 GZ0571'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 GZ0571'IN BRODHEAD, THENCE ABOUT 3.35 MILES NORTHEAST ALONG STATE
 GZ0571'HIGHWAY 1505 TO A T-ROAD INTERSECTION, THENCE ABOUT 0.85 MILE
 GZ0571'NORTH ALONG HIGHWAY 1505, THENCE ABOUT 0.4 MILE NORTHEAST ALONG
 GZ0571'A GRAVEL DRIVE, ON LAND OWNED BY MR. SEIF PARKERSON, ABOUT 136
 GZ0571'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 1 1/2 STORY FRAME
 GZ0571'HOUSE, 63.7 FEET WEST-SOUTHWEST OF A POWER POLE WITH TRANSFORMER,
 GZ0571'62 FEET EAST OF THE INTERSECTION OF DRIVE AND FARM LANE TO BARN,
 GZ0571'11 FEET SOUTH OF THE CENTER OF DRIVE, 2.6 FEET NORTHEAST OF
 GZ0571'FENCE CORNER AND 2.1 FEET NORTHWEST OF A METAL WITNESS POST AND
 GZ0571'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 GZ0571'TOP OF A CONCRETE POST PROJECTING 1 INCH AND STAMPED I75-L43-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0570 ***********************************************************************
 GZ0570  DESIGNATION -  I75 L 44
 GZ0570  PID         -  GZ0570
 GZ0570  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0570  USGS QUAD   -  WILDIE (1970)
 GZ0570
 GZ0570                         *CURRENT SURVEY CONTROL
 GZ0570  ___________________________________________________________________
 GZ0570* NAD 83(1986)-  37 25 56.     (N)    084 22 17.     (W)     SCALED    
 GZ0570* NAVD 88     -       389.806  (meters)    1278.89   (feet)  ADJUSTED  
 GZ0570  ___________________________________________________________________
 GZ0570  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GZ0570  DYNAMIC HT  -         389.509 (meters)    1277.91  (feet)  COMP
 GZ0570  MODELED GRAV-     979,854.5   (mgal)                       NAVD 88
 GZ0570
 GZ0570  VERT ORDER  -  SECOND    CLASS 0
 GZ0570
 GZ0570.The horizontal coordinates were scaled from a topographic map and have
 GZ0570.an estimated accuracy of +/- 6 seconds.
 GZ0570
 GZ0570.The orthometric height was determined by differential leveling
 GZ0570.and adjusted by the National Geodetic Survey in June 1991..
 GZ0570
 GZ0570.The geoid height was determined by GEOID03.
 GZ0570
 GZ0570.The dynamic height is computed by dividing the NAVD 88
 GZ0570.geopotential number by the normal gravity value computed on the
 GZ0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0570.degrees latitude (g = 980.6199 gals.).
 GZ0570
 GZ0570.The modeled gravity was interpolated from observed gravity values.
 GZ0570
 GZ0570;                    North         East    Units  Estimated Accuracy
 GZ0570;SPC KY1Z     - 1,122,860.    1,622,000.      MT  (+/- 180 meters Scaled)
 GZ0570
 GZ0570                          SUPERSEDED SURVEY CONTROL
 GZ0570
 GZ0570  NGVD 29 (??/??/92)  389.952  (m)         1279.37   (f) ADJ UNCH    2 0
 GZ0570
 GZ0570.Superseded values are not recommended for survey control.
 GZ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0570.See file dsdata.txt to determine how the superseded data were derived.
 GZ0570
 GZ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG325460(NAD 83)
 GZ0570_MARKER: DD = SURVEY DISK
 GZ0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0570_STAMPING: I75-L44-1960
 GZ0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0570+STABILITY: SURFACE MOTION
 GZ0570
 GZ0570  HISTORY     - Date     Condition        Report By
 GZ0570  HISTORY     - 1960     MONUMENTED       PAS
 GZ0570
 GZ0570                          STATION DESCRIPTION
 GZ0570
 GZ0570'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0570'3 MI NE FROM BRODHEAD.
 GZ0570'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 GZ0570'IN BRODHEAD, THENCE ABOUT 3.35 MILES NORTHEAST ALONG STATE
 GZ0570'HIGHWAY 1505 TO A T-ROAD INTERSECTION, THENCE ABOUT 0.85 MILE
 GZ0570'NORTH ALONG HIGHWAY 1505, ABOUT 124 FEET NORTH OF THE NORTHWEST
 GZ0570'CORNER OF A 1 1/2 STORY FRAME HOUSE, 53.5 FEET EAST AND ACROSS
 GZ0570'THE ROAD FROM A POWER POLE WITH TRANSFORMER, 39 FEET NORTHEAST
 GZ0570'OF THE INTERSECTION OF ROAD AND DRIVE EAST, 12.4 FEET NORTHWEST
 GZ0570'OF A POWER POLE, 5.0 FEET SOUTHEAST OF A BRACE POLE, 1.5 FEET
 GZ0570'WEST OF A METAL WITNESS POST AND SIGN, 1.3 FEET SOUTHWEST OF WIRE
 GZ0570'FENCE AND ABOUT 2 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT
 GZ0570'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 GZ0570'PROJECTING 1 INCH AND STAMPED I75-L44-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0569 ***********************************************************************
 GZ0569  DESIGNATION -  I75 L 45
 GZ0569  PID         -  GZ0569
 GZ0569  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0569  USGS QUAD   -  BRODHEAD (1953)
 GZ0569
 GZ0569                         *CURRENT SURVEY CONTROL
 GZ0569  ___________________________________________________________________
 GZ0569* NAD 83(1986)-  37 26 45.     (N)    084 22 45.     (W)     SCALED    
 GZ0569* NAVD 88     -       382.827  (meters)    1255.99   (feet)  ADJUSTED  
 GZ0569  ___________________________________________________________________
 GZ0569  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GZ0569  DYNAMIC HT  -         382.534 (meters)    1255.03  (feet)  COMP
 GZ0569  MODELED GRAV-     979,853.1   (mgal)                       NAVD 88
 GZ0569
 GZ0569  VERT ORDER  -  SECOND    CLASS 0
 GZ0569
 GZ0569.The horizontal coordinates were scaled from a topographic map and have
 GZ0569.an estimated accuracy of +/- 6 seconds.
 GZ0569
 GZ0569.The orthometric height was determined by differential leveling
 GZ0569.and adjusted by the National Geodetic Survey in June 1991..
 GZ0569
 GZ0569.The geoid height was determined by GEOID03.
 GZ0569
 GZ0569.The dynamic height is computed by dividing the NAVD 88
 GZ0569.geopotential number by the normal gravity value computed on the
 GZ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0569.degrees latitude (g = 980.6199 gals.).
 GZ0569
 GZ0569.The modeled gravity was interpolated from observed gravity values.
 GZ0569
 GZ0569;                    North         East    Units  Estimated Accuracy
 GZ0569;SPC KY1Z     - 1,124,360.    1,621,290.      MT  (+/- 180 meters Scaled)
 GZ0569
 GZ0569                          SUPERSEDED SURVEY CONTROL
 GZ0569
 GZ0569  NGVD 29 (??/??/92)  382.971  (m)         1256.46   (f) ADJ UNCH    2 0
 GZ0569
 GZ0569.Superseded values are not recommended for survey control.
 GZ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0569.See file dsdata.txt to determine how the superseded data were derived.
 GZ0569
 GZ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG318475(NAD 83)
 GZ0569_MARKER: DD = SURVEY DISK
 GZ0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0569_STAMPING: I75-L45-1960
 GZ0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0569+STABILITY: SURFACE MOTION
 GZ0569
 GZ0569  HISTORY     - Date     Condition        Report By
 GZ0569  HISTORY     - 1960     MONUMENTED       PAS
 GZ0569
 GZ0569                          STATION DESCRIPTION
 GZ0569
 GZ0569'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0569'3.5 MI SW FROM CONWAY.
 GZ0569'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE
 GZ0569'IN CONWAY, THENCE ABOUT 2.85 MILES SOUTHWEST ALONG A BLACK
 GZ0569'TOP AND A GRAVEL ROAD TO A CROSSROAD AT TOP OF HILL, CONTINUE
 GZ0569'SOUTHWEST ALONG GRAVEL ROAD FOR 1.2 MILES TO MARK ON THE LEFT,
 GZ0569'IT IS ABOUT 5.3 MILES NORTHEAST OF BRODHEAD, ABOUT 104 FEET
 GZ0569'NORTHWEST OF THE NORTHWEST CORNER OF A 1 1/2 STORY ASBESTOS
 GZ0569'SIDING HOUSE, 59 FEET SOUTH OF A TELEPHONE POLE, 52 FEET NORTHEAST
 GZ0569'OF THE INTERSECTION OF ROAD AND DRIVE, 16 FEET EAST OF THE CENTER
 GZ0569'OF ROAD, 2.0 FEET WEST OF WIRE FENCE AND 1.9 FEET WEST OF A
 GZ0569'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0569'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GZ0569'AND STAMPED I75-L45-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0568 ***********************************************************************
 GZ0568  DESIGNATION -  I75 L 46
 GZ0568  PID         -  GZ0568
 GZ0568  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0568  USGS QUAD   -  WILDIE (1970)
 GZ0568
 GZ0568                         *CURRENT SURVEY CONTROL
 GZ0568  ___________________________________________________________________
 GZ0568* NAD 83(1986)-  37 27 13.     (N)    084 21 49.     (W)     SCALED    
 GZ0568* NAVD 88     -       386.790  (meters)    1268.99   (feet)  ADJUSTED  
 GZ0568  ___________________________________________________________________
 GZ0568  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GZ0568  DYNAMIC HT  -         386.493 (meters)    1268.02  (feet)  COMP
 GZ0568  MODELED GRAV-     979,848.4   (mgal)                       NAVD 88
 GZ0568
 GZ0568  VERT ORDER  -  SECOND    CLASS 0
 GZ0568
 GZ0568.The horizontal coordinates were scaled from a topographic map and have
 GZ0568.an estimated accuracy of +/- 6 seconds.
 GZ0568
 GZ0568.The orthometric height was determined by differential leveling
 GZ0568.and adjusted by the National Geodetic Survey in June 1991..
 GZ0568
 GZ0568.The geoid height was determined by GEOID03.
 GZ0568
 GZ0568.The dynamic height is computed by dividing the NAVD 88
 GZ0568.geopotential number by the normal gravity value computed on the
 GZ0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0568.degrees latitude (g = 980.6199 gals.).
 GZ0568
 GZ0568.The modeled gravity was interpolated from observed gravity values.
 GZ0568
 GZ0568;                    North         East    Units  Estimated Accuracy
 GZ0568;SPC KY1Z     - 1,125,240.    1,622,660.      MT  (+/- 180 meters Scaled)
 GZ0568
 GZ0568                          SUPERSEDED SURVEY CONTROL
 GZ0568
 GZ0568  NGVD 29 (??/??/92)  386.931  (m)         1269.46   (f) ADJ UNCH    2 0
 GZ0568
 GZ0568.Superseded values are not recommended for survey control.
 GZ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0568.See file dsdata.txt to determine how the superseded data were derived.
 GZ0568
 GZ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG331484(NAD 83)
 GZ0568_MARKER: DD = SURVEY DISK
 GZ0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0568_STAMPING: I75-L46-1960
 GZ0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0568+STABILITY: SURFACE MOTION
 GZ0568
 GZ0568  HISTORY     - Date     Condition        Report By
 GZ0568  HISTORY     - 1960     MONUMENTED       PAS
 GZ0568
 GZ0568                          STATION DESCRIPTION
 GZ0568
 GZ0568'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0568'3 MI SW FROM CONWAY.
 GZ0568'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE
 GZ0568'IN CONWAY, THENCE ABOUT 2.85 MILES SOUTHWEST ALONG A BLACK TOP
 GZ0568'AND A GRAVEL ROAD TO A CROSSROAD AT TOP OF HILL, THENCE ABOUT 0.6
 GZ0568'MILE SOUTHEAST ALONG A GRAVEL ROAD, AT THE NORTHWEST CORNER OF
 GZ0568'SAYLOR CEMETERY, 28 FEET SOUTHEAST OF THE CENTER OF DRIVE,
 GZ0568'22 FEET SOUTHWEST OF CENTER OF GRAVEL ROAD, 1.9 FEET EAST OF A
 GZ0568'METAL WITNESS POST AND SIGN AND 1.4 FEET NORTHEAST OF WIRE
 GZ0568'FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 GZ0568'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND STAMPED
 GZ0568'I75-L46-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0565 ***********************************************************************
 GZ0565  DESIGNATION -  I75 L 48
 GZ0565  PID         -  GZ0565
 GZ0565  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0565  USGS QUAD   -  WILDIE (1970)
 GZ0565
 GZ0565                         *CURRENT SURVEY CONTROL
 GZ0565  ___________________________________________________________________
 GZ0565* NAD 83(1986)-  37 28 47.     (N)    084 22 01.     (W)     SCALED    
 GZ0565* NAVD 88     -       299.257  (meters)     981.81   (feet)  ADJUSTED  
 GZ0565  ___________________________________________________________________
 GZ0565  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GZ0565  DYNAMIC HT  -         299.027 (meters)     981.06  (feet)  COMP
 GZ0565  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 GZ0565
 GZ0565  VERT ORDER  -  SECOND    CLASS 0
 GZ0565
 GZ0565.The horizontal coordinates were scaled from a topographic map and have
 GZ0565.an estimated accuracy of +/- 6 seconds.
 GZ0565
 GZ0565.The orthometric height was determined by differential leveling
 GZ0565.and adjusted by the National Geodetic Survey in June 1991..
 GZ0565
 GZ0565.The geoid height was determined by GEOID03.
 GZ0565
 GZ0565.The dynamic height is computed by dividing the NAVD 88
 GZ0565.geopotential number by the normal gravity value computed on the
 GZ0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0565.degrees latitude (g = 980.6199 gals.).
 GZ0565
 GZ0565.The modeled gravity was interpolated from observed gravity values.
 GZ0565
 GZ0565;                    North         East    Units  Estimated Accuracy
 GZ0565;SPC KY1Z     - 1,128,140.    1,622,320.      MT  (+/- 180 meters Scaled)
 GZ0565
 GZ0565                          SUPERSEDED SURVEY CONTROL
 GZ0565
 GZ0565  NGVD 29 (??/??/92)  299.396  (m)          982.27   (f) ADJ UNCH    2 0
 GZ0565
 GZ0565.Superseded values are not recommended for survey control.
 GZ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0565.See file dsdata.txt to determine how the superseded data were derived.
 GZ0565
 GZ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG328513(NAD 83)
 GZ0565_MARKER: DD = SURVEY DISK
 GZ0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0565_STAMPING: I75-L48-1960
 GZ0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0565+STABILITY: SURFACE MOTION
 GZ0565
 GZ0565  HISTORY     - Date     Condition        Report By
 GZ0565  HISTORY     - 1960     MONUMENTED       PAS
 GZ0565
 GZ0565                          STATION DESCRIPTION
 GZ0565
 GZ0565'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0565'2 MI W FROM CONWAY.
 GZ0565'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE
 GZ0565'IN CONWAY, THENCE ABOUT 2.85 MILES SOUTHWEST ALONG A BLACK
 GZ0565'TOP AND A GRAVEL ROAD TO A CROSSROAD AT TOP OF HILL, THENCE ABOUT
 GZ0565'0.85 MILE NORTH ALONG GRAVEL ROAD, THENCE ABOUT 0.95 MILE EAST
 GZ0565'AND NORTHEAST ALONG GRAVEL ROAD, ABOUT 0.65 MILE SOUTHWEST OF
 GZ0565'PLEASANT VIEW SCHOOL, 82.5 FEET SOUTH OF A POWER POLE, 34 FEET
 GZ0565'NORTHWEST OF THE CENTER OF ROAD, 20.2 FEET SOUTHEAST OF A 6 INCH
 GZ0565'OAK TREE, 2.0 FEET EAST OF A METAL WITNESS POST AND SIGN AND
 GZ0565'ABOUT 3 FEET LOWER THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0565'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GZ0565'AND STAMPED I75-L48-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0416 ***********************************************************************
 GB0416  DESIGNATION -  I75 L 5
 GB0416  PID         -  GB0416
 GB0416  STATE/COUNTY-  KY/LAUREL
 GB0416  USGS QUAD   -  VOX (1982)
 GB0416
 GB0416                         *CURRENT SURVEY CONTROL
 GB0416  ___________________________________________________________________
 GB0416* NAD 83(1986)-  36 57 34.     (N)    084 10 08.     (W)     SCALED    
 GB0416* NAVD 88     -       363.004  (meters)    1190.96   (feet)  ADJUSTED  
 GB0416  ___________________________________________________________________
 GB0416  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GB0416  DYNAMIC HT  -         362.714 (meters)    1190.00  (feet)  COMP
 GB0416  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GB0416
 GB0416  VERT ORDER  -  SECOND    CLASS 0
 GB0416
 GB0416.The horizontal coordinates were scaled from a topographic map and have
 GB0416.an estimated accuracy of +/- 6 seconds.
 GB0416
 GB0416.The orthometric height was determined by differential leveling
 GB0416.and adjusted by the National Geodetic Survey in June 1991..
 GB0416
 GB0416.The geoid height was determined by GEOID03.
 GB0416
 GB0416.The dynamic height is computed by dividing the NAVD 88
 GB0416.geopotential number by the normal gravity value computed on the
 GB0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0416.degrees latitude (g = 980.6199 gals.).
 GB0416
 GB0416.The modeled gravity was interpolated from observed gravity values.
 GB0416
 GB0416;                    North         East    Units  Estimated Accuracy
 GB0416;SPC KY1Z     - 1,070,680.    1,640,810.      MT  (+/- 180 meters Scaled)
 GB0416
 GB0416                          SUPERSEDED SURVEY CONTROL
 GB0416
 GB0416  NGVD 29 (??/??/92)  363.157  (m)         1191.46   (f) ADJ UNCH    2 0
 GB0416
 GB0416.Superseded values are not recommended for survey control.
 GB0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0416.See file dsdata.txt to determine how the superseded data were derived.
 GB0416
 GB0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF520941(NAD 83)
 GB0416_MARKER: DD = SURVEY DISK
 GB0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0416_STAMPING: I-75 L-5 1961
 GB0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0416+STABILITY: SURFACE MOTION
 GB0416
 GB0416  HISTORY     - Date     Condition        Report By
 GB0416  HISTORY     - UNK      MONUMENTED
 GB0416  HISTORY     - 1962     GOOD             NGS
 GB0416
 GB0416                          STATION DESCRIPTION
 GB0416
 GB0416'DESCRIBED UNK
 GB0416'4 MI S FROM KEAVY.
 GB0416'ABOUT 2.7 MILES SOUTH ALONG A GRAVEL ROAD TO A JUNCTION, THENCE
 GB0416'ABOUT 1.25 MILES SOUTH ALONG A DIRT ROAD, 45 FEET NORTH OF THE
 GB0416'INTERSECTION OF ROAD AND DRIVE NORTHEAST, 29 FEET NORTHEAST OF
 GB0416'THE CENTER OF DRIVE, 23 FEET NORTHWEST OF THE CENTER OF ROAD,
 GB0416'4.9 FEET NORTHWEST OF A POWER LINE JUNCTION POLE, 1.7 FEET EAST
 GB0416'OF METAL WITNESS POST AND SIGN AND ABOUT 1 FOOT HIGHER THAN
 GB0416'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 GB0416'THE TOP OF CONCRETE POST PROJECTING 3 INCHES AND STAMPED I-75
 GB0416'L-5 1961.
 GB0416
 GB0416                          STATION RECOVERY (1962)
 GB0416
 GB0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0188 ***********************************************************************
 GZ0188  DESIGNATION -  I75 L 50
 GZ0188  PID         -  GZ0188
 GZ0188  STATE/COUNTY-  KY/GARRARD
 GZ0188  USGS QUAD   -  BEREA (1993)
 GZ0188
 GZ0188                         *CURRENT SURVEY CONTROL
 GZ0188  ___________________________________________________________________
 GZ0188* NAD 83(1986)-  37 30 04.     (N)    084 22 18.     (W)     SCALED    
 GZ0188* NAVD 88     -       309.873  (meters)    1016.64   (feet)  ADJUSTED  
 GZ0188  ___________________________________________________________________
 GZ0188  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GZ0188  DYNAMIC HT  -         309.637 (meters)    1015.87  (feet)  COMP
 GZ0188  MODELED GRAV-     979,860.9   (mgal)                       NAVD 88
 GZ0188
 GZ0188  VERT ORDER  -  SECOND    CLASS 0
 GZ0188
 GZ0188.The horizontal coordinates were scaled from a topographic map and have
 GZ0188.an estimated accuracy of +/- 6 seconds.
 GZ0188
 GZ0188.The orthometric height was determined by differential leveling
 GZ0188.and adjusted by the National Geodetic Survey in June 1991..
 GZ0188
 GZ0188.The geoid height was determined by GEOID03.
 GZ0188
 GZ0188.The dynamic height is computed by dividing the NAVD 88
 GZ0188.geopotential number by the normal gravity value computed on the
 GZ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0188.degrees latitude (g = 980.6199 gals.).
 GZ0188
 GZ0188.The modeled gravity was interpolated from observed gravity values.
 GZ0188
 GZ0188;                    North         East    Units  Estimated Accuracy
 GZ0188;SPC KY1Z     - 1,130,500.    1,621,870.      MT  (+/- 180 meters Scaled)
 GZ0188
 GZ0188                          SUPERSEDED SURVEY CONTROL
 GZ0188
 GZ0188  NGVD 29 (??/??/92)  310.014  (m)         1017.10   (f) ADJ UNCH    2 0
 GZ0188
 GZ0188.Superseded values are not recommended for survey control.
 GZ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0188.See file dsdata.txt to determine how the superseded data were derived.
 GZ0188
 GZ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG323537(NAD 83)
 GZ0188_MARKER: DD = SURVEY DISK
 GZ0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0188_STAMPING: I75-L50-1960
 GZ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0188+STABILITY: SURFACE MOTION
 GZ0188
 GZ0188  HISTORY     - Date     Condition        Report By
 GZ0188  HISTORY     - 1960     MONUMENTED       PAS
 GZ0188
 GZ0188                          STATION DESCRIPTION
 GZ0188
 GZ0188'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0188'3 MI NW FROM CONWAY.
 GZ0188'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE
 GZ0188'IN CONWAY, THENCE ABOUT 2.85 MILES SOUTHWEST ALONG A BLACK TOP
 GZ0188'AND A GRAVEL ROAD TO A CROSSROAD AT TOP OF HILL, THENCE ABOUT 0.85
 GZ0188'MILE NORTH ALONG GRAVEL ROAD, THENCE ABOUT 1.5 MILES EAST AND
 GZ0188'NORTHEAST ALONG GRAVEL ROAD TO A T-ROAD INTERSECTION JUST SOUTHWEST
 GZ0188'OF PLEASANT VIEW SCHOOL, THENCE ABOUT 1.35 MILES NORTHWEST ALONG
 GZ0188'GRAVEL ROAD, AT A SHARP CURVE IN ROAD, 31 FEET NORTH OF THE
 GZ0188'CENTER OF A SMALL WOODEN BRIDGE OVER DRAIN, 14 FEET EAST OF THE
 GZ0188'CENTER OF ROAD, 13.0 FEET NORTHWEST OF A 12 INCH OAK TREE, 4.0
 GZ0188'FEET SOUTHWEST OF A 12 INCH PINE TREE, 3.2 FEET NORTHWEST OF A
 GZ0188'METAL WITNESS POST AND SIGN AND ABOUT 1 FOOT HIGHER THAN ROAD.
 GZ0188'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0188'A CONCRETE POST PROJECTING 2 INCHES AND STAMPED I75-L50-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0187 ***********************************************************************
 GZ0187  DESIGNATION -  I75 L 51
 GZ0187  PID         -  GZ0187
 GZ0187  STATE/COUNTY-  KY/GARRARD
 GZ0187  USGS QUAD   -  BEREA (1993)
 GZ0187
 GZ0187                         *CURRENT SURVEY CONTROL
 GZ0187  ___________________________________________________________________
 GZ0187* NAD 83(1986)-  37 30 49.     (N)    084 22 06.     (W)     SCALED    
 GZ0187* NAVD 88     -       361.771  (meters)    1186.91   (feet)  ADJUSTED  
 GZ0187  ___________________________________________________________________
 GZ0187  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GZ0187  DYNAMIC HT  -         361.498 (meters)    1186.01  (feet)  COMP
 GZ0187  MODELED GRAV-     979,863.0   (mgal)                       NAVD 88
 GZ0187
 GZ0187  VERT ORDER  -  SECOND    CLASS 0
 GZ0187
 GZ0187.The horizontal coordinates were scaled from a topographic map and have
 GZ0187.an estimated accuracy of +/- 6 seconds.
 GZ0187
 GZ0187.The orthometric height was determined by differential leveling
 GZ0187.and adjusted by the National Geodetic Survey in June 1991..
 GZ0187
 GZ0187.The geoid height was determined by GEOID03.
 GZ0187
 GZ0187.The dynamic height is computed by dividing the NAVD 88
 GZ0187.geopotential number by the normal gravity value computed on the
 GZ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0187.degrees latitude (g = 980.6199 gals.).
 GZ0187
 GZ0187.The modeled gravity was interpolated from observed gravity values.
 GZ0187
 GZ0187;                    North         East    Units  Estimated Accuracy
 GZ0187;SPC KY1Z     - 1,131,900.    1,622,140.      MT  (+/- 180 meters Scaled)
 GZ0187
 GZ0187                          SUPERSEDED SURVEY CONTROL
 GZ0187
 GZ0187  NGVD 29 (??/??/92)  361.915  (m)         1187.38   (f) ADJ UNCH    2 0
 GZ0187
 GZ0187.Superseded values are not recommended for survey control.
 GZ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0187.See file dsdata.txt to determine how the superseded data were derived.
 GZ0187
 GZ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG325551(NAD 83)
 GZ0187_MARKER: DD = SURVEY DISK
 GZ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0187_STAMPING: I75-L51-1960
 GZ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0187+STABILITY: SURFACE MOTION
 GZ0187
 GZ0187  HISTORY     - Date     Condition        Report By
 GZ0187  HISTORY     - 1960     MONUMENTED       PAS
 GZ0187  HISTORY     - 1961     GOOD             PAS
 GZ0187
 GZ0187                          STATION DESCRIPTION
 GZ0187
 GZ0187'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0187'3.5 MI NW FROM CONWAY.
 GZ0187'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE
 GZ0187'IN CONWAY, THENCE ABOUT 2.85 MILES SOUTHWEST ALONG A BLACK TOP
 GZ0187'AND A GRAVEL ROAD TO A CROSSROAD AT TOP OF HILL, THENCE ABOUT 0.85
 GZ0187'MILE NORTH ALONG GRAVEL ROAD, THENCE ABOUT 1.5 MILES EAST AND
 GZ0187'NORTHEAST ALONG GRAVEL ROAD TO A T-ROAD INTERSECTION JUST SOUTHWEST
 GZ0187'OF PLEASANT VIEW SCHOOL, THENCE ABOUT 2.65 MILES NORTHWEST ALONG
 GZ0187'GRAVEL ROAD, THENCE ABOUT 0.3 MILE NORTHEAST ALONG A DIRT DRIVE
 GZ0187'TO A Y-FORK, TAKE RIGHT FORK AND GO SOUTHEAST ON DIRT DRIVE FOR
 GZ0187'0.5 MILE TO A FRAME FARM HOUSE AND END OF TRUCK TRAVEL, THENCE WALK
 GZ0187'EAST ACROSS CULTIVATED FIELD FOR ABOUT 0.25 MILE TO A LOG BARN
 GZ0187'AND MARK.  IT IS 20.3 FEET WEST OF A 10 INCH RED OAK TREE, 9.4 FEET
 GZ0187'NORTHWEST OF A 12 INCH RED OAK TREE, 5.2 FEET SOUTH OF AN 8 INCH
 GZ0187'WHITE OAK TREE IN FENCE CORNER, 4.5 FEET EAST OF THE NORTHEAST
 GZ0187'CORNER OF BARN AND 3.0 FEET NORTH OF A METAL WITNESS POST AND
 GZ0187'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 GZ0187'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND STAMPED I75-L51-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0186 ***********************************************************************
 GZ0186  DESIGNATION -  I75 L 52
 GZ0186  PID         -  GZ0186
 GZ0186  STATE/COUNTY-  KY/GARRARD
 GZ0186  USGS QUAD   -  BEREA (1993)
 GZ0186
 GZ0186                         *CURRENT SURVEY CONTROL
 GZ0186  ___________________________________________________________________
 GZ0186* NAD 83(1986)-  37 31 28.     (N)    084 22 00.     (W)     SCALED    
 GZ0186* NAVD 88     -       373.772  (meters)    1226.28   (feet)  ADJUSTED  
 GZ0186  ___________________________________________________________________
 GZ0186  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GZ0186  DYNAMIC HT  -         373.490 (meters)    1225.36  (feet)  COMP
 GZ0186  MODELED GRAV-     979,864.9   (mgal)                       NAVD 88
 GZ0186
 GZ0186  VERT ORDER  -  SECOND    CLASS 0
 GZ0186
 GZ0186.The horizontal coordinates were scaled from a topographic map and have
 GZ0186.an estimated accuracy of +/- 6 seconds.
 GZ0186
 GZ0186.The orthometric height was determined by differential leveling
 GZ0186.and adjusted by the National Geodetic Survey in June 1991..
 GZ0186
 GZ0186.The geoid height was determined by GEOID03.
 GZ0186
 GZ0186.The dynamic height is computed by dividing the NAVD 88
 GZ0186.geopotential number by the normal gravity value computed on the
 GZ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0186.degrees latitude (g = 980.6199 gals.).
 GZ0186
 GZ0186.The modeled gravity was interpolated from observed gravity values.
 GZ0186
 GZ0186;                    North         East    Units  Estimated Accuracy
 GZ0186;SPC KY1Z     - 1,133,100.    1,622,270.      MT  (+/- 180 meters Scaled)
 GZ0186
 GZ0186                          SUPERSEDED SURVEY CONTROL
 GZ0186
 GZ0186  NGVD 29 (??/??/92)  373.917  (m)         1226.76   (f) ADJ UNCH    2 0
 GZ0186
 GZ0186.Superseded values are not recommended for survey control.
 GZ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0186.See file dsdata.txt to determine how the superseded data were derived.
 GZ0186
 GZ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG327563(NAD 83)
 GZ0186_MARKER: DD = SURVEY DISK
 GZ0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0186_STAMPING: I75-L52-1960
 GZ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0186+STABILITY: SURFACE MOTION
 GZ0186
 GZ0186  HISTORY     - Date     Condition        Report By
 GZ0186  HISTORY     - 1960     MONUMENTED       PAS
 GZ0186
 GZ0186                          STATION DESCRIPTION
 GZ0186
 GZ0186'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0186'4 MI NW FROM CONWAY.
 GZ0186'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE
 GZ0186'IN CONWAY, THENCE ABOUT 2.85 MILES SOUTHWEST ALONG A BLACK TOP
 GZ0186'AND A GRAVEL ROAD TO A CROSSROAD AT TOP OF HILL, THENCE ABOUT 0.85
 GZ0186'MILE NORTH ALONG GRAVEL ROAD, THENCE ABOUT 1.5 MILES EAST AND
 GZ0186'NORTHEAST ALONG GRAVEL ROAD TO A T-ROAD INTERSECTION JUST SOUTHWEST
 GZ0186'OF PLEASANT VIEW SCHOOL, THENCE ABOUT 2.65 MILES NORTHWEST ALONG
 GZ0186'GRAVEL ROAD, THENCE ABOUT 0.3 MILE NORTHEAST ALONG A DIRT DRIVE
 GZ0186'TO A Y-FORK, TAKE LEFT FORK AND CONTINUE NORTHEAST ON DRIVE FOR
 GZ0186'0.7 MILE TO FRANK ROGERS, RESIDENCE, CONTINUE NORTHEAST ON DIM
 GZ0186'ROAD FOR 0.1 MILE TO MARK ON THE RIGHT, AT THE NORTHWEST CORNER
 GZ0186'OF A CULTIVATED FIELD, 44.3 FEET SOUTH OF A 15 INCH BLACK OAK
 GZ0186'TREE, 10 FEET EAST OF CENTER OF DIM ROAD, 1.8 FEET SOUTH OF A
 GZ0186'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAY
 GZ0186'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GZ0186'AND STAMPED I75-L52-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0185 ***********************************************************************
 GZ0185  DESIGNATION -  I75 L 53
 GZ0185  PID         -  GZ0185
 GZ0185  STATE/COUNTY-  KY/GARRARD
 GZ0185  USGS QUAD   -  PAINT LICK (1952)
 GZ0185
 GZ0185                         *CURRENT SURVEY CONTROL
 GZ0185  ___________________________________________________________________
 GZ0185* NAD 83(1986)-  37 30 58.     (N)    084 22 46.     (W)     SCALED    
 GZ0185* NAVD 88     -       352.903  (meters)    1157.82   (feet)  ADJUSTED  
 GZ0185  ___________________________________________________________________
 GZ0185  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GZ0185  DYNAMIC HT  -         352.636 (meters)    1156.94  (feet)  COMP
 GZ0185  MODELED GRAV-     979,863.9   (mgal)                       NAVD 88
 GZ0185
 GZ0185  VERT ORDER  -  SECOND    CLASS 0
 GZ0185
 GZ0185.The horizontal coordinates were scaled from a topographic map and have
 GZ0185.an estimated accuracy of +/- 6 seconds.
 GZ0185
 GZ0185.The orthometric height was determined by differential leveling
 GZ0185.and adjusted by the National Geodetic Survey in June 1991..
 GZ0185
 GZ0185.The geoid height was determined by GEOID03.
 GZ0185
 GZ0185.The dynamic height is computed by dividing the NAVD 88
 GZ0185.geopotential number by the normal gravity value computed on the
 GZ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0185.degrees latitude (g = 980.6199 gals.).
 GZ0185
 GZ0185.The modeled gravity was interpolated from observed gravity values.
 GZ0185
 GZ0185;                    North         East    Units  Estimated Accuracy
 GZ0185;SPC KY1Z     - 1,132,160.    1,621,150.      MT  (+/- 180 meters Scaled)
 GZ0185
 GZ0185                          SUPERSEDED SURVEY CONTROL
 GZ0185
 GZ0185  NGVD 29 (??/??/92)  353.047  (m)         1158.29   (f) ADJ UNCH    2 0
 GZ0185
 GZ0185.Superseded values are not recommended for survey control.
 GZ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0185.See file dsdata.txt to determine how the superseded data were derived.
 GZ0185
 GZ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG316553(NAD 83)
 GZ0185_MARKER: DD = SURVEY DISK
 GZ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0185_STAMPING: I75-L53-1960
 GZ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0185+STABILITY: SURFACE MOTION
 GZ0185
 GZ0185  HISTORY     - Date     Condition        Report By
 GZ0185  HISTORY     - 1960     MONUMENTED       PAS
 GZ0185
 GZ0185                          STATION DESCRIPTION
 GZ0185
 GZ0185'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0185'4 MI NW FROM CONWAY.
 GZ0185'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE IN
 GZ0185'CONWAY, THENCE ABOUT 2.85 MILES SOUTHWEST ALONG A BLACK TOP AND A
 GZ0185'GRAVEL ROAD TO A CROSSROAD AT TOP OF HILL, THENCE ABOUT 0.85
 GZ0185'MILE NORTH ALONG GRAVEL ROAD, THENCE ABOUT 1.5 MILES EAST AND
 GZ0185'NORTHEAST ALONG GRAVEL ROAD TO A T-ROAD INTERSECTION JUST SOUTHWEST
 GZ0185'OF PLEASANT VIEW SCHOOL, THENCE ABOUT 2.65 MILES NORTHWEST ALONG
 GZ0185'GRAVEL ROAD, 52 FEET EAST OF THE INTERSECTION OF ROAD AND DIRT
 GZ0185'DRIVE NORTHEAST, 11 FEET NORTH OF THE CENTER OF ROAD, 7.0 FEET
 GZ0185'SOUTHEAST OF FENCE CORNER, 2.7 FEET SOUTHWEST OF A METAL WITNESS
 GZ0185'POST AND SIGN AND 1.9 FEET SOUTH OF WIRE FENCE.  A KENTUCKY
 GZ0185'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE
 GZ0185'POST PROJECTING 1 INCH AND STAMPED I75-L53-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0183 ***********************************************************************
 GZ0183  DESIGNATION -  I75 L 54
 GZ0183  PID         -  GZ0183
 GZ0183  STATE/COUNTY-  KY/GARRARD
 GZ0183  USGS QUAD   -  PAINT LICK (1952)
 GZ0183
 GZ0183                         *CURRENT SURVEY CONTROL
 GZ0183  ___________________________________________________________________
 GZ0183* NAD 83(1986)-  37 31 55.     (N)    084 23 05.     (W)     SCALED    
 GZ0183* NAVD 88     -       294.756  (meters)     967.05   (feet)  ADJUSTED  
 GZ0183  ___________________________________________________________________
 GZ0183  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GZ0183  DYNAMIC HT  -         294.534 (meters)     966.32  (feet)  COMP
 GZ0183  MODELED GRAV-     979,867.2   (mgal)                       NAVD 88
 GZ0183
 GZ0183  VERT ORDER  -  SECOND    CLASS 0
 GZ0183
 GZ0183.The horizontal coordinates were scaled from a topographic map and have
 GZ0183.an estimated accuracy of +/- 6 seconds.
 GZ0183
 GZ0183.The orthometric height was determined by differential leveling
 GZ0183.and adjusted by the National Geodetic Survey in June 1991..
 GZ0183
 GZ0183.The geoid height was determined by GEOID03.
 GZ0183
 GZ0183.The dynamic height is computed by dividing the NAVD 88
 GZ0183.geopotential number by the normal gravity value computed on the
 GZ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0183.degrees latitude (g = 980.6199 gals.).
 GZ0183
 GZ0183.The modeled gravity was interpolated from observed gravity values.
 GZ0183
 GZ0183;                    North         East    Units  Estimated Accuracy
 GZ0183;SPC KY1Z     - 1,133,910.    1,620,660.      MT  (+/- 180 meters Scaled)
 GZ0183
 GZ0183                          SUPERSEDED SURVEY CONTROL
 GZ0183
 GZ0183  NGVD 29 (??/??/92)  294.899  (m)          967.51   (f) ADJ UNCH    2 0
 GZ0183
 GZ0183.Superseded values are not recommended for survey control.
 GZ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0183.See file dsdata.txt to determine how the superseded data were derived.
 GZ0183
 GZ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG310571(NAD 83)
 GZ0183_MARKER: DD = SURVEY DISK
 GZ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0183_STAMPING: I75-L54-1960
 GZ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0183+STABILITY: SURFACE MOTION
 GZ0183
 GZ0183  HISTORY     - Date     Condition        Report By
 GZ0183  HISTORY     - 1960     MONUMENTED       PAS
 GZ0183
 GZ0183                          STATION DESCRIPTION
 GZ0183
 GZ0183'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0183'6 MI SW FROM BEREA.
 GZ0183'ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 21 FROM THE U.S. POST
 GZ0183'OFFICE IN BEREA, THENCE ABOUT 0.4 MILE SOUTHWEST ALONG A BLACK TOP
 GZ0183'ROAD, THENCE ABOUT 2.7 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT 1
 GZ0183'MILE SOUTHEAST OF CARTERSVILLE, ABOUT 117 FEET SOUTH OF THE SOUTHWEST
 GZ0183'CORNER OF A 1 STORY MASONITE SIDING HOUSE, 63 FEET NORTHEAST OF THE
 GZ0183'CENTER OF A WOODEN BRIDGE OVER WHITE LICK CREEK, 2.2 FEET NORTHWEST
 GZ0183'OF A METAL WITNESS POST AND SIGN AND 1.6 FEET SOUTHWEST OF A
 GZ0183'WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 GZ0183'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND STAMPED
 GZ0183'I75-L54-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0182 ***********************************************************************
 GZ0182  DESIGNATION -  I75 L 55
 GZ0182  PID         -  GZ0182
 GZ0182  STATE/COUNTY-  KY/GARRARD
 GZ0182  USGS QUAD   -  BEREA (1993)
 GZ0182
 GZ0182                         *CURRENT SURVEY CONTROL
 GZ0182  ___________________________________________________________________
 GZ0182* NAD 83(1986)-  37 31 52.     (N)    084 22 20.     (W)     SCALED    
 GZ0182* NAVD 88     -       319.933  (meters)    1049.65   (feet)  ADJUSTED  
 GZ0182  ___________________________________________________________________
 GZ0182  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GZ0182  DYNAMIC HT  -         319.692 (meters)    1048.86  (feet)  COMP
 GZ0182  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 GZ0182
 GZ0182  VERT ORDER  -  SECOND    CLASS 0
 GZ0182
 GZ0182.The horizontal coordinates were scaled from a topographic map and have
 GZ0182.an estimated accuracy of +/- 6 seconds.
 GZ0182
 GZ0182.The orthometric height was determined by differential leveling
 GZ0182.and adjusted by the National Geodetic Survey in June 1991..
 GZ0182
 GZ0182.The geoid height was determined by GEOID03.
 GZ0182
 GZ0182.The dynamic height is computed by dividing the NAVD 88
 GZ0182.geopotential number by the normal gravity value computed on the
 GZ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0182.degrees latitude (g = 980.6199 gals.).
 GZ0182
 GZ0182.The modeled gravity was interpolated from observed gravity values.
 GZ0182
 GZ0182;                    North         East    Units  Estimated Accuracy
 GZ0182;SPC KY1Z     - 1,133,830.    1,621,770.      MT  (+/- 180 meters Scaled)
 GZ0182
 GZ0182                          SUPERSEDED SURVEY CONTROL
 GZ0182
 GZ0182  NGVD 29 (??/??/92)  320.077  (m)         1050.12   (f) ADJ UNCH    2 0
 GZ0182
 GZ0182.Superseded values are not recommended for survey control.
 GZ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0182.See file dsdata.txt to determine how the superseded data were derived.
 GZ0182
 GZ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG321570(NAD 83)
 GZ0182_MARKER: DD = SURVEY DISK
 GZ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0182_STAMPING: I75-L55-1960
 GZ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0182+STABILITY: SURFACE MOTION
 GZ0182
 GZ0182  HISTORY     - Date     Condition        Report By
 GZ0182  HISTORY     - 1960     MONUMENTED       PAS
 GZ0182
 GZ0182                          STATION DESCRIPTION
 GZ0182
 GZ0182'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0182'5 MI SW FROM BEREA.
 GZ0182'ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 21 FROM THE U.S. POST
 GZ0182'OFFICE IN BEREA, THENCE ABOUT 0.4 MILE SOUTHWEST ALONG A BLACK
 GZ0182'TOP ROAD, THENCE ABOUT 1.75 MILES SOUTH AND SOUTHWEST ALONG A
 GZ0182'GRAVEL ROAD, ABOUT 103 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GZ0182'A 1 1/2 STORY ASPHALT SIDING HOUSE, 40.0 FEET SOUTHWEST AND ACROSS
 GZ0182'ROAD FROM A 15 INCH MAPLE TREE, 12 FEET SOUTHEAST OF THE CENTER
 GZ0182'OF ROAD, 8.3 FEET WEST OF A POWER POLE, 2.7 FEET WEST OF A METAL
 GZ0182'WITNESS POST AND SIGN AND 2.0 FEET NORTHWEST OF WIRE FENCE.  A
 GZ0182'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0182'A CONCRETE POST PROJECTING 2 INCHES AND STAMPED I75-L55-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0181 ***********************************************************************
 GZ0181  DESIGNATION -  I75 L 56
 GZ0181  PID         -  GZ0181
 GZ0181  STATE/COUNTY-  KY/GARRARD
 GZ0181  USGS QUAD   -  BEREA (1993)
 GZ0181
 GZ0181                         *CURRENT SURVEY CONTROL
 GZ0181  ___________________________________________________________________
 GZ0181* NAD 83(1986)-  37 32 20.     (N)    084 21 41.     (W)     SCALED    
 GZ0181* NAVD 88     -       330.953  (meters)    1085.80   (feet)  ADJUSTED  
 GZ0181  ___________________________________________________________________
 GZ0181  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GZ0181  DYNAMIC HT  -         330.703 (meters)    1084.98  (feet)  COMP
 GZ0181  MODELED GRAV-     979,867.2   (mgal)                       NAVD 88
 GZ0181
 GZ0181  VERT ORDER  -  SECOND    CLASS 0
 GZ0181
 GZ0181.The horizontal coordinates were scaled from a topographic map and have
 GZ0181.an estimated accuracy of +/- 6 seconds.
 GZ0181
 GZ0181.The orthometric height was determined by differential leveling
 GZ0181.and adjusted by the National Geodetic Survey in June 1991..
 GZ0181
 GZ0181.The geoid height was determined by GEOID03.
 GZ0181
 GZ0181.The dynamic height is computed by dividing the NAVD 88
 GZ0181.geopotential number by the normal gravity value computed on the
 GZ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0181.degrees latitude (g = 980.6199 gals.).
 GZ0181
 GZ0181.The modeled gravity was interpolated from observed gravity values.
 GZ0181
 GZ0181;                    North         East    Units  Estimated Accuracy
 GZ0181;SPC KY1Z     - 1,134,710.    1,622,710.      MT  (+/- 180 meters Scaled)
 GZ0181
 GZ0181                          SUPERSEDED SURVEY CONTROL
 GZ0181
 GZ0181  NGVD 29 (??/??/92)  331.098  (m)         1086.28   (f) ADJ UNCH    2 0
 GZ0181
 GZ0181.Superseded values are not recommended for survey control.
 GZ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0181.See file dsdata.txt to determine how the superseded data were derived.
 GZ0181
 GZ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG331579(NAD 83)
 GZ0181_MARKER: DD = SURVEY DISK
 GZ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0181_STAMPING: I75-L56-1960
 GZ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0181+STABILITY: SURFACE MOTION
 GZ0181
 GZ0181  HISTORY     - Date     Condition        Report By
 GZ0181  HISTORY     - 1960     MONUMENTED       PAS
 GZ0181
 GZ0181                          STATION DESCRIPTION
 GZ0181
 GZ0181'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0181'4.5 MI SW FROM BEREA.
 GZ0181'ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 21 FROM THE U.S. POST
 GZ0181'OFFICE IN BEREA, THENCE ABOUT 0.4 MILE SOUTHWEST ALONG A BLACK
 GZ0181'TOP ROAD, THENCE ABOUT 0.85 MILE SOUTH ALONG A GRAVEL ROAD TO A
 GZ0181'SHARP CURVE IN ROAD NEAR TOP OF GRADE, ABOUT 200 FEET EAST OF A
 GZ0181'FARM POND, ABOUT 45 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GZ0181'CURVE, 11 FEET SOUTHWEST OF CENTER OF ROAD, 2.5 FEET EAST OF A
 GZ0181'METAL WITNESS POST AND SIGN AND 2.0 FEET NORTHEAST OF WIRE FENCE
 GZ0181'AND ABOUT LEVEL WITH ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0181'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GZ0181'AND STAMPED I75-L56-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0180 ***********************************************************************
 GZ0180  DESIGNATION -  I75 L 57
 GZ0180  PID         -  GZ0180
 GZ0180  STATE/COUNTY-  KY/MADISON
 GZ0180  USGS QUAD   -  BEREA (1993)
 GZ0180
 GZ0180                         *CURRENT SURVEY CONTROL
 GZ0180  ___________________________________________________________________
 GZ0180* NAD 83(1986)-  37 33 09.     (N)    084 21 04.     (W)     SCALED    
 GZ0180* NAVD 88     -       282.954  (meters)     928.32   (feet)  ADJUSTED  
 GZ0180  ___________________________________________________________________
 GZ0180  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GZ0180  DYNAMIC HT  -         282.741 (meters)     927.63  (feet)  COMP
 GZ0180  MODELED GRAV-     979,869.0   (mgal)                       NAVD 88
 GZ0180
 GZ0180  VERT ORDER  -  SECOND    CLASS 0
 GZ0180
 GZ0180.The horizontal coordinates were scaled from a topographic map and have
 GZ0180.an estimated accuracy of +/- 6 seconds.
 GZ0180
 GZ0180.The orthometric height was determined by differential leveling
 GZ0180.and adjusted by the National Geodetic Survey in June 1991..
 GZ0180
 GZ0180.The geoid height was determined by GEOID03.
 GZ0180
 GZ0180.The dynamic height is computed by dividing the NAVD 88
 GZ0180.geopotential number by the normal gravity value computed on the
 GZ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0180.degrees latitude (g = 980.6199 gals.).
 GZ0180
 GZ0180.The modeled gravity was interpolated from observed gravity values.
 GZ0180
 GZ0180;                    North         East    Units  Estimated Accuracy
 GZ0180;SPC KY1Z     - 1,136,230.    1,623,600.      MT  (+/- 180 meters Scaled)
 GZ0180
 GZ0180                          SUPERSEDED SURVEY CONTROL
 GZ0180
 GZ0180  NGVD 29 (??/??/92)  283.098  (m)          928.80   (f) ADJ UNCH    2 0
 GZ0180
 GZ0180.Superseded values are not recommended for survey control.
 GZ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0180.See file dsdata.txt to determine how the superseded data were derived.
 GZ0180
 GZ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG339594(NAD 83)
 GZ0180_MARKER: DD = SURVEY DISK
 GZ0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0180_SP_SET: CULVERT
 GZ0180_STAMPING: I75-L57-1960
 GZ0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0180
 GZ0180  HISTORY     - Date     Condition        Report By
 GZ0180  HISTORY     - 1960     MONUMENTED       PAS
 GZ0180
 GZ0180                          STATION DESCRIPTION
 GZ0180
 GZ0180'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0180'3.6 MI W FROM BEREA.
 GZ0180'ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 21 FROM THE U.S. POST
 GZ0180'OFFICE IN BEREA, ABOUT 106 FEET SOUTH OF THE INTERSECTION OF
 GZ0180'HIGHWAY 21 AND A BLACK TOP ROAD SOUTH TO WHITE LICK BAPTIST
 GZ0180'CHURCH, 72.2 FEET NORTH OF THE NORTHWEST CORNER OF VAN WINKLE
 GZ0180'GROCERY STORE, 15 FEET EAST OF THE CENTER OF ROAD.  IN THE TOP
 GZ0180'OF THE SOUTH END OF THE EAST HEADWALL OF CONCRETE BOX CULVERT OVER
 GZ0180'ROCKY BRANCH.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 GZ0180'DISK STAMPED I75-L57-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0179 ***********************************************************************
 GZ0179  DESIGNATION -  I75 L 58
 GZ0179  PID         -  GZ0179
 GZ0179  STATE/COUNTY-  KY/MADISON
 GZ0179  USGS QUAD   -  BEREA (1993)
 GZ0179
 GZ0179                         *CURRENT SURVEY CONTROL
 GZ0179  ___________________________________________________________________
 GZ0179* NAD 83(1986)-  37 34 05.     (N)    084 21 44.     (W)     SCALED    
 GZ0179* NAVD 88     -       269.400  (meters)     883.86   (feet)  ADJUSTED  
 GZ0179  ___________________________________________________________________
 GZ0179  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GZ0179  DYNAMIC HT  -         269.198 (meters)     883.19  (feet)  COMP
 GZ0179  MODELED GRAV-     979,873.0   (mgal)                       NAVD 88
 GZ0179
 GZ0179  VERT ORDER  -  SECOND    CLASS 0
 GZ0179
 GZ0179.The horizontal coordinates were scaled from a topographic map and have
 GZ0179.an estimated accuracy of +/- 6 seconds.
 GZ0179
 GZ0179.The orthometric height was determined by differential leveling
 GZ0179.and adjusted by the National Geodetic Survey in June 1991..
 GZ0179
 GZ0179.The geoid height was determined by GEOID03.
 GZ0179
 GZ0179.The dynamic height is computed by dividing the NAVD 88
 GZ0179.geopotential number by the normal gravity value computed on the
 GZ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0179.degrees latitude (g = 980.6199 gals.).
 GZ0179
 GZ0179.The modeled gravity was interpolated from observed gravity values.
 GZ0179
 GZ0179;                    North         East    Units  Estimated Accuracy
 GZ0179;SPC KY1Z     - 1,137,940.    1,622,590.      MT  (+/- 180 meters Scaled)
 GZ0179
 GZ0179                          SUPERSEDED SURVEY CONTROL
 GZ0179
 GZ0179  NGVD 29 (??/??/92)  269.544  (m)          884.33   (f) ADJ UNCH    2 0
 GZ0179
 GZ0179.Superseded values are not recommended for survey control.
 GZ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0179.See file dsdata.txt to determine how the superseded data were derived.
 GZ0179
 GZ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG329611(NAD 83)
 GZ0179_MARKER: DD = SURVEY DISK
 GZ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0179_STAMPING: I75-L58-1960
 GZ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0179+STABILITY: SURFACE MOTION
 GZ0179
 GZ0179  HISTORY     - Date     Condition        Report By
 GZ0179  HISTORY     - 1960     MONUMENTED       PAS
 GZ0179
 GZ0179                          STATION DESCRIPTION
 GZ0179
 GZ0179'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0179'5 MI W FROM BEREA.
 GZ0179'ABOUT 4.95 MILES WEST ALONG STATE HIGHWAY 21 FROM THE U.S. POST
 GZ0179'OFFICE IN BEREA, ABOUT 0.1 MILE SOUTHWEST OF WALLACETON BAPTIST
 GZ0179'CHURCH, 33.2 FEET NORTHWEST OF A 26 INCH SYCAMORE TREE, 32 FEET
 GZ0179'NORTH OF THE INTERSECTION OF HIGHWAY AND GRAVEL ROAD NORTHEAST,
 GZ0179'27.5 FEET NORTHEAST OF THE CENTER OF HIGHWAY, 2.3 FEET SOUTH OF A
 GZ0179'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0179'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GZ0179'AND STAMPED I75-L58-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0178 ***********************************************************************
 GZ0178  DESIGNATION -  I75 L 59
 GZ0178  PID         -  GZ0178
 GZ0178  STATE/COUNTY-  KY/MADISON
 GZ0178  USGS QUAD   -  BEREA (1993)
 GZ0178
 GZ0178                         *CURRENT SURVEY CONTROL
 GZ0178  ___________________________________________________________________
 GZ0178* NAD 83(1986)-  37 34 20.     (N)    084 20 46.     (W)     SCALED    
 GZ0178* NAVD 88     -       306.262  (meters)    1004.79   (feet)  ADJUSTED  
 GZ0178  ___________________________________________________________________
 GZ0178  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GZ0178  DYNAMIC HT  -         306.033 (meters)    1004.04  (feet)  COMP
 GZ0178  MODELED GRAV-     979,872.2   (mgal)                       NAVD 88
 GZ0178
 GZ0178  VERT ORDER  -  SECOND    CLASS 0
 GZ0178
 GZ0178.The horizontal coordinates were scaled from a topographic map and have
 GZ0178.an estimated accuracy of +/- 6 seconds.
 GZ0178
 GZ0178.The orthometric height was determined by differential leveling
 GZ0178.and adjusted by the National Geodetic Survey in June 1991..
 GZ0178
 GZ0178.The geoid height was determined by GEOID03.
 GZ0178
 GZ0178.The dynamic height is computed by dividing the NAVD 88
 GZ0178.geopotential number by the normal gravity value computed on the
 GZ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0178.degrees latitude (g = 980.6199 gals.).
 GZ0178
 GZ0178.The modeled gravity was interpolated from observed gravity values.
 GZ0178
 GZ0178;                    North         East    Units  Estimated Accuracy
 GZ0178;SPC KY1Z     - 1,138,430.    1,624,010.      MT  (+/- 180 meters Scaled)
 GZ0178
 GZ0178                          SUPERSEDED SURVEY CONTROL
 GZ0178
 GZ0178  NGVD 29 (??/??/92)  306.408  (m)         1005.27   (f) ADJ UNCH    2 0
 GZ0178
 GZ0178.Superseded values are not recommended for survey control.
 GZ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0178.See file dsdata.txt to determine how the superseded data were derived.
 GZ0178
 GZ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG343616(NAD 83)
 GZ0178_MARKER: DD = SURVEY DISK
 GZ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0178_STAMPING: I75-L59-1960
 GZ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0178+STABILITY: SURFACE MOTION
 GZ0178
 GZ0178  HISTORY     - Date     Condition        Report By
 GZ0178  HISTORY     - 1960     MONUMENTED       PAS
 GZ0178
 GZ0178                          STATION DESCRIPTION
 GZ0178
 GZ0178'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0178'3 MI W FROM BEREA.
 GZ0178'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 21 FROM THE U.S. POST
 GZ0178'OFFICE IN BEREA TO A Y-FORK, CONTINUE WEST AND NORTHWEST ALONG
 GZ0178'GRAVEL ROAD FOR 0.7 MILE, THENCE ABOUT 1.15 MILES WEST ALONG
 GZ0178'GRAVEL ROAD, ABOUT 0.5 MILE EAST OF WALLACE CHAPEL, AT A T-ROAD
 GZ0178'NORTH, 85.8 FEET SOUTHEAST AND ACROSS ROAD FROM THE SOUTHEAST
 GZ0178'CORNER OF BARN, 52.0 FEET NORTH AND ACROSS ROAD FROM A POWER
 GZ0178'POLE, 35 FEET NORTHEAST OF T-ROAD INTERSECTION, 2.6 FEET NORTH
 GZ0178'OF A METAL WITNESS POST AN SIGN AND 1.5 FEET WEST OF WIRE FENCE.
 GZ0178'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0178'A CONCRETE POST PROJECTING 2 INCHES AND STAMPED I75-L59-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0415 ***********************************************************************
 GB0415  DESIGNATION -  I75 L 6
 GB0415  PID         -  GB0415
 GB0415  STATE/COUNTY-  KY/LAUREL
 GB0415  USGS QUAD   -  VOX (1982)
 GB0415
 GB0415                         *CURRENT SURVEY CONTROL
 GB0415  ___________________________________________________________________
 GB0415* NAD 83(1986)-  36 58 27.     (N)    084 09 54.     (W)     SCALED    
 GB0415* NAVD 88     -       360.772  (meters)    1183.63   (feet)  ADJUSTED  
 GB0415  ___________________________________________________________________
 GB0415  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GB0415  DYNAMIC HT  -         360.484 (meters)    1182.69  (feet)  COMP
 GB0415  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 GB0415
 GB0415  VERT ORDER  -  SECOND    CLASS 0
 GB0415
 GB0415.The horizontal coordinates were scaled from a topographic map and have
 GB0415.an estimated accuracy of +/- 6 seconds.
 GB0415
 GB0415.The orthometric height was determined by differential leveling
 GB0415.and adjusted by the National Geodetic Survey in June 1991..
 GB0415
 GB0415.The geoid height was determined by GEOID03.
 GB0415
 GB0415.The dynamic height is computed by dividing the NAVD 88
 GB0415.geopotential number by the normal gravity value computed on the
 GB0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0415.degrees latitude (g = 980.6199 gals.).
 GB0415
 GB0415.The modeled gravity was interpolated from observed gravity values.
 GB0415
 GB0415;                    North         East    Units  Estimated Accuracy
 GB0415;SPC KY1Z     - 1,072,320.    1,641,130.      MT  (+/- 180 meters Scaled)
 GB0415
 GB0415                          SUPERSEDED SURVEY CONTROL
 GB0415
 GB0415  NGVD 29 (??/??/92)  360.925  (m)         1184.13   (f) ADJ UNCH    2 0
 GB0415
 GB0415.Superseded values are not recommended for survey control.
 GB0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0415.See file dsdata.txt to determine how the superseded data were derived.
 GB0415
 GB0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF523957(NAD 83)
 GB0415_MARKER: DD = SURVEY DISK
 GB0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0415_STAMPING: K-75 L-6 1961
 GB0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0415+STABILITY: SURFACE MOTION
 GB0415
 GB0415  HISTORY     - Date     Condition        Report By
 GB0415  HISTORY     - 1961     MONUMENTED       PAS
 GB0415  HISTORY     - 1962     GOOD             NGS
 GB0415  HISTORY     - 19930801 MARK NOT FOUND   KYDT
 GB0415
 GB0415                          STATION DESCRIPTION
 GB0415
 GB0415'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GB0415'2.7 MI S FROM KEAVY.
 GB0415'ABOUT 2.7 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ELEMENTARY
 GB0415'SCHOOL AT KEAVY, ABOUT 230 FEET EAST OF THE JUNCTION OF A DIRT
 GB0415'ROAD SOUTH, ABOUT 105 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GB0415'A 1 1/2 STORY ASBESTOS SIDING HOUSE, 45.5 FEET EAST OF THE
 GB0415'CENTER OF DRIVE TO HOUSE, 25 FEET SOUTH OF THE CENTER OF
 GB0415'GRAVEL ROAD, 11 FEET WEST OF A 6-INCH WALNUT TREE, 2.2 FEET
 GB0415'NORTHWEST OF METAL WITNESS POST AND SIGN AND ABOUT 5 FEET HIGHER
 GB0415'THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 GB0415'IN TOP OF CONCRETE POST PROJECTING 2 INCHES AND STAMPED I-75
 GB0415'L-6 1961.
 GB0415
 GB0415                          STATION RECOVERY (1962)
 GB0415
 GB0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0415'RECOVERED IN GOOD CONDITION.
 GB0415
 GB0415                          STATION RECOVERY (1993)
 GB0415
 GB0415'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0177 ***********************************************************************
 GZ0177  DESIGNATION -  I75 L 60
 GZ0177  PID         -  GZ0177
 GZ0177  STATE/COUNTY-  KY/MADISON
 GZ0177  USGS QUAD   -  BEREA (1993)
 GZ0177
 GZ0177                         *CURRENT SURVEY CONTROL
 GZ0177  ___________________________________________________________________
 GZ0177* NAD 83(1986)-  37 35 06.     (N)    084 20 16.     (W)     SCALED    
 GZ0177* NAVD 88     -       297.454  (meters)     975.90   (feet)  ADJUSTED  
 GZ0177  ___________________________________________________________________
 GZ0177  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GZ0177  DYNAMIC HT  -         297.231 (meters)     975.17  (feet)  COMP
 GZ0177  MODELED GRAV-     979,873.4   (mgal)                       NAVD 88
 GZ0177
 GZ0177  VERT ORDER  -  SECOND    CLASS 0
 GZ0177
 GZ0177.The horizontal coordinates were scaled from a topographic map and have
 GZ0177.an estimated accuracy of +/- 6 seconds.
 GZ0177
 GZ0177.The orthometric height was determined by differential leveling
 GZ0177.and adjusted by the National Geodetic Survey in June 1991..
 GZ0177
 GZ0177.The geoid height was determined by GEOID03.
 GZ0177
 GZ0177.The dynamic height is computed by dividing the NAVD 88
 GZ0177.geopotential number by the normal gravity value computed on the
 GZ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0177.degrees latitude (g = 980.6199 gals.).
 GZ0177
 GZ0177.The modeled gravity was interpolated from observed gravity values.
 GZ0177
 GZ0177;                    North         East    Units  Estimated Accuracy
 GZ0177;SPC KY1Z     - 1,139,860.    1,624,720.      MT  (+/- 180 meters Scaled)
 GZ0177
 GZ0177                          SUPERSEDED SURVEY CONTROL
 GZ0177
 GZ0177  NGVD 29 (??/??/92)  297.600  (m)          976.38   (f) ADJ UNCH    2 0
 GZ0177
 GZ0177.Superseded values are not recommended for survey control.
 GZ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0177.See file dsdata.txt to determine how the superseded data were derived.
 GZ0177
 GZ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG350631(NAD 83)
 GZ0177_MARKER: DD = SURVEY DISK
 GZ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0177_STAMPING: I75-L60-1960
 GZ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0177+STABILITY: SURFACE MOTION
 GZ0177
 GZ0177  HISTORY     - Date     Condition        Report By
 GZ0177  HISTORY     - 1960     MONUMENTED       PAS
 GZ0177
 GZ0177                          STATION DESCRIPTION
 GZ0177
 GZ0177'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0177'3 MI NW FROM BEREA.
 GZ0177'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 21 FROM THE U.S. POST
 GZ0177'OFFICE IN BEREA TO A Y-FORK, CONTINUE WEST AND NORTHWEST ALONG
 GZ0177'A GRAVEL ROAD FOR 0.7 MILE, THENCE ABOUT 1.15 MILES WEST ALONG
 GZ0177'A GRAVEL ROAD, THENCE ABOUT 1.15 MILES NORTH ALONG A GRAVEL ROAD
 GZ0177'TO MR. E.G. GUINNS RESIDENCE AND END OF COUNTY ROAD MAINTENANCE,
 GZ0177'86.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF GUINNS RESIDENCE,
 GZ0177'30 FEET NORTHEAST OF THE INTERSECTION OF ROAD AND DRIVE, 21 FEET
 GZ0177'EAST OF THE CENTER OF DRIVE AT GATE, 16 FEET NORTH OF THE CENTER OF
 GZ0177'OLD COUNTY ROAD, 2.1 FEET SOUTHWEST OF A METAL WITNESS POST AND
 GZ0177'SIGN AND 1.5 FEET SOUTH OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF
 GZ0177'HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GZ0177'2 INCHES AND STAMPED I75-L60-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0175 ***********************************************************************
 GZ0175  DESIGNATION -  I75 L 62
 GZ0175  PID         -  GZ0175
 GZ0175  STATE/COUNTY-  KY/MADISON
 GZ0175  USGS QUAD   -  BEREA (1993)
 GZ0175
 GZ0175                         *CURRENT SURVEY CONTROL
 GZ0175  ___________________________________________________________________
 GZ0175* NAD 83(1986)-  37 35 50.     (N)    084 18 38.     (W)     SCALED    
 GZ0175* NAVD 88     -       291.029  (meters)     954.82   (feet)  ADJUSTED  
 GZ0175  ___________________________________________________________________
 GZ0175  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GZ0175  DYNAMIC HT  -         290.810 (meters)     954.10  (feet)  COMP
 GZ0175  MODELED GRAV-     979,872.4   (mgal)                       NAVD 88
 GZ0175
 GZ0175  VERT ORDER  -  SECOND    CLASS 0
 GZ0175
 GZ0175.The horizontal coordinates were scaled from a topographic map and have
 GZ0175.an estimated accuracy of +/- 6 seconds.
 GZ0175
 GZ0175.The orthometric height was determined by differential leveling
 GZ0175.and adjusted by the National Geodetic Survey in June 1991..
 GZ0175
 GZ0175.The geoid height was determined by GEOID03.
 GZ0175
 GZ0175.The dynamic height is computed by dividing the NAVD 88
 GZ0175.geopotential number by the normal gravity value computed on the
 GZ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0175.degrees latitude (g = 980.6199 gals.).
 GZ0175
 GZ0175.The modeled gravity was interpolated from observed gravity values.
 GZ0175
 GZ0175;                    North         East    Units  Estimated Accuracy
 GZ0175;SPC KY1Z     - 1,141,250.    1,627,100.      MT  (+/- 180 meters Scaled)
 GZ0175
 GZ0175                          SUPERSEDED SURVEY CONTROL
 GZ0175
 GZ0175  NGVD 29 (??/??/92)  291.175  (m)          955.30   (f) ADJ UNCH    2 0
 GZ0175
 GZ0175.Superseded values are not recommended for survey control.
 GZ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0175.See file dsdata.txt to determine how the superseded data were derived.
 GZ0175
 GZ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG374645(NAD 83)
 GZ0175_MARKER: DD = SURVEY DISK
 GZ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0175_STAMPING: I75-L62-1960
 GZ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0175+STABILITY: SURFACE MOTION
 GZ0175
 GZ0175  HISTORY     - Date     Condition        Report By
 GZ0175  HISTORY     - 1960     MONUMENTED       PAS
 GZ0175
 GZ0175                          STATION DESCRIPTION
 GZ0175
 GZ0175'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0175'2.2 MI NW FROM BEREA.
 GZ0175'ABOUT 0.45 MILE NORTHEAST ALONG U.S. HIGHWAY 25 FROM THE U.S.
 GZ0175'POST OFFICE IN BEREA, THENCE ABOUT 2.2 MILES NORTHWEST ALONG STATE
 GZ0175'HIGHWAY 595, AT A GRAVEL ROAD NORTH, 35 FEET EAST OF THE CENTER
 GZ0175'OF GRAVEL ROAD, 35.0 FEET NORTHEAST AND ACROSS ROAD FROM A TELEPHONE
 GZ0175'POLE, 16 FEET NORTH OF THE CENTER OF HIGHWAY, 10.5 FEET SOUTHEAST
 GZ0175'OF THE SOUTH END OF GATE, 2.5 FEET SOUTHEAST OF A METAL WITNESS
 GZ0175'POST AND SIGN AND 1.4 FEET SOUTH OF WIRE FENCE.  A KENTUCKY
 GZ0175'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE
 GZ0175'POST PROJECTING 2 INCHES AND STAMPED I75-L62-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0174 ***********************************************************************
 GZ0174  DESIGNATION -  I75 L 63
 GZ0174  PID         -  GZ0174
 GZ0174  STATE/COUNTY-  KY/MADISON
 GZ0174  USGS QUAD   -  BEREA (1993)
 GZ0174
 GZ0174                         *CURRENT SURVEY CONTROL
 GZ0174  ___________________________________________________________________
 GZ0174* NAD 83(1986)-  37 36 39.     (N)    084 19 07.     (W)     SCALED    
 GZ0174* NAVD 88     -       304.095  (meters)     997.68   (feet)  ADJUSTED  
 GZ0174  ___________________________________________________________________
 GZ0174  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GZ0174  DYNAMIC HT  -         303.868 (meters)     996.94  (feet)  COMP
 GZ0174  MODELED GRAV-     979,874.4   (mgal)                       NAVD 88
 GZ0174
 GZ0174  VERT ORDER  -  SECOND    CLASS 0
 GZ0174
 GZ0174.The horizontal coordinates were scaled from a topographic map and have
 GZ0174.an estimated accuracy of +/- 6 seconds.
 GZ0174
 GZ0174.The orthometric height was determined by differential leveling
 GZ0174.and adjusted by the National Geodetic Survey in June 1991..
 GZ0174
 GZ0174.The geoid height was determined by GEOID03.
 GZ0174
 GZ0174.The dynamic height is computed by dividing the NAVD 88
 GZ0174.geopotential number by the normal gravity value computed on the
 GZ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0174.degrees latitude (g = 980.6199 gals.).
 GZ0174
 GZ0174.The modeled gravity was interpolated from observed gravity values.
 GZ0174
 GZ0174;                    North         East    Units  Estimated Accuracy
 GZ0174;SPC KY1Z     - 1,142,750.    1,626,370.      MT  (+/- 180 meters Scaled)
 GZ0174
 GZ0174                          SUPERSEDED SURVEY CONTROL
 GZ0174
 GZ0174  NGVD 29 (??/??/92)  304.244  (m)          998.17   (f) ADJ UNCH    2 0
 GZ0174
 GZ0174.Superseded values are not recommended for survey control.
 GZ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0174.See file dsdata.txt to determine how the superseded data were derived.
 GZ0174
 GZ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG366660(NAD 83)
 GZ0174_MARKER: DD = SURVEY DISK
 GZ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0174_STAMPING: I75-L63-1960
 GZ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0174+STABILITY: SURFACE MOTION
 GZ0174
 GZ0174  HISTORY     - Date     Condition        Report By
 GZ0174  HISTORY     - 1960     MONUMENTED       PAS
 GZ0174  HISTORY     - 1961     GOOD             PAS
 GZ0174
 GZ0174                          STATION DESCRIPTION
 GZ0174
 GZ0174'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0174'3 MI NW FROM BEREA.
 GZ0174'ABOUT 0.45 MILE NORTHEAST ALONG U.S. HIGHWAY 25 FROM THE U.S. POST
 GZ0174'OFFICE IN BEREA, THENCE ABOUT 2.2 MILES NORTHWEST ALONG STATE
 GZ0174'HIGHWAY 595, THENCE ABOUT 0.8 MILE NORTH ALONG GRAVEL ROAD, THENCE
 GZ0174'ABOUT 0.6 MILE WEST ALONG GRAVEL ROAD, 99 FEET SOUTHWEST AND
 GZ0174'ACROSS ROAD FROM THE SOUTHEAST CORNER OF A 2 STORY FRAME HOUSE,
 GZ0174'16.5 FEET SOUTHWEST OF THE CENTER OF ROAD, 3.0 FEET EAST OF
 GZ0174'FENCE CORNER, 2.0 FEET NORTH OF A METAL WITNESS POST AND SIGN
 GZ0174'AND 1.9 FEET NORTHEAST OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF
 GZ0174'HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GZ0174'1 INCH AND STAMPED I75-L63-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0173 ***********************************************************************
 GZ0173  DESIGNATION -  I75 L 64
 GZ0173  PID         -  GZ0173
 GZ0173  STATE/COUNTY-  KY/MADISON
 GZ0173  USGS QUAD   -  BEREA (1993)
 GZ0173
 GZ0173                         *CURRENT SURVEY CONTROL
 GZ0173  ___________________________________________________________________
 GZ0173* NAD 83(1986)-  37 37 18.     (N)    084 18 47.     (W)     SCALED    
 GZ0173* NAVD 88     -       278.610  (meters)     914.07   (feet)  ADJUSTED  
 GZ0173  ___________________________________________________________________
 GZ0173  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GZ0173  DYNAMIC HT  -         278.402 (meters)     913.39  (feet)  COMP
 GZ0173  MODELED GRAV-     979,874.6   (mgal)                       NAVD 88
 GZ0173
 GZ0173  VERT ORDER  -  SECOND    CLASS 0
 GZ0173
 GZ0173.The horizontal coordinates were scaled from a topographic map and have
 GZ0173.an estimated accuracy of +/- 6 seconds.
 GZ0173
 GZ0173.The orthometric height was determined by differential leveling
 GZ0173.and adjusted by the National Geodetic Survey in June 1991..
 GZ0173
 GZ0173.The geoid height was determined by GEOID03.
 GZ0173
 GZ0173.The dynamic height is computed by dividing the NAVD 88
 GZ0173.geopotential number by the normal gravity value computed on the
 GZ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0173.degrees latitude (g = 980.6199 gals.).
 GZ0173
 GZ0173.The modeled gravity was interpolated from observed gravity values.
 GZ0173
 GZ0173;                    North         East    Units  Estimated Accuracy
 GZ0173;SPC KY1Z     - 1,143,960.    1,626,840.      MT  (+/- 180 meters Scaled)
 GZ0173
 GZ0173                          SUPERSEDED SURVEY CONTROL
 GZ0173
 GZ0173  NGVD 29 (??/??/92)  278.759  (m)          914.56   (f) ADJ UNCH    2 0
 GZ0173
 GZ0173.Superseded values are not recommended for survey control.
 GZ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0173.See file dsdata.txt to determine how the superseded data were derived.
 GZ0173
 GZ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG371672(NAD 83)
 GZ0173_MARKER: DD = SURVEY DISK
 GZ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0173_STAMPING: I75-L64-1960
 GZ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0173+STABILITY: SURFACE MOTION
 GZ0173
 GZ0173  HISTORY     - Date     Condition        Report By
 GZ0173  HISTORY     - 1960     MONUMENTED       PAS
 GZ0173  HISTORY     - 1961     GOOD             PAS
 GZ0173
 GZ0173                          STATION DESCRIPTION
 GZ0173
 GZ0173'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0173'3.8 MI NW FROM BEREA.
 GZ0173'ABOUT 0.45 MILE NORTHEAST ALONG U.S. HIGHWAY 25 FROM THE U.S. POST
 GZ0173'OFFICE IN BEREA, THENCE ABOUT 1.35 MILES NORTHWEST ALONG STATE
 GZ0173'HIGHWAY 595 TO MIDDLETOWN, THENCE ABOUT 2.5 MILES NORTH ALONG A
 GZ0173'BLACK TOP ROAD TO AN OVERPASS AT FARRISTOWN CROSSING, THENCE ABOUT
 GZ0173'0.4 MILE NORTHWEST ALONG BLACK TOP ROAD TO A SHARP CURVE IN ROAD
 GZ0173'TO THE RIGHT AND A PRIVATE DRIVE SOUTHWEST, THENCE ABOUT 0.4 MILE
 GZ0173'SOUTHWEST ALONG PRIVATE DRIVE, ON LAND OWNED BY MR. W. TODD
 GZ0173'MOORE, ABOUT 0.2 MILE EAST OF MR. MOORES RESIDENCE, ABOUT 102
 GZ0173'FEET SOUTHWEST OF A WOODEN BRIDGE OVER SMALL STREAM, 21 FEET
 GZ0173'SOUTHEAST OF THE CENTER OF DRIVE, 10.6 FEET EAST OF A 15 INCH
 GZ0173'WALNUT TREE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN
 GZ0173'AND ABOUT 5 FEET HIGHER THAN DRIVE.  A KENTUCKY DEPARTMENT OF
 GZ0173'HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GZ0173'3 INCHES AND STAMPED I75-L64-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0172 ***********************************************************************
 GZ0172  DESIGNATION -  I75 L 65
 GZ0172  PID         -  GZ0172
 GZ0172  STATE/COUNTY-  KY/MADISON
 GZ0172  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0172
 GZ0172                         *CURRENT SURVEY CONTROL
 GZ0172  ___________________________________________________________________
 GZ0172* NAD 83(1986)-  37 38 00.     (N)    084 18 37.     (W)     SCALED    
 GZ0172* NAVD 88     -       302.045  (meters)     990.96   (feet)  ADJUSTED  
 GZ0172  ___________________________________________________________________
 GZ0172  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GZ0172  DYNAMIC HT  -         301.819 (meters)     990.22  (feet)  COMP
 GZ0172  MODELED GRAV-     979,875.0   (mgal)                       NAVD 88
 GZ0172
 GZ0172  VERT ORDER  -  SECOND    CLASS 0
 GZ0172
 GZ0172.The horizontal coordinates were scaled from a topographic map and have
 GZ0172.an estimated accuracy of +/- 6 seconds.
 GZ0172
 GZ0172.The orthometric height was determined by differential leveling
 GZ0172.and adjusted by the National Geodetic Survey in June 1991..
 GZ0172
 GZ0172.The geoid height was determined by GEOID03.
 GZ0172
 GZ0172.The dynamic height is computed by dividing the NAVD 88
 GZ0172.geopotential number by the normal gravity value computed on the
 GZ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0172.degrees latitude (g = 980.6199 gals.).
 GZ0172
 GZ0172.The modeled gravity was interpolated from observed gravity values.
 GZ0172
 GZ0172;                    North         East    Units  Estimated Accuracy
 GZ0172;SPC KY1Z     - 1,145,260.    1,627,070.      MT  (+/- 180 meters Scaled)
 GZ0172
 GZ0172                          SUPERSEDED SURVEY CONTROL
 GZ0172
 GZ0172  NGVD 29 (??/??/92)  302.195  (m)          991.45   (f) ADJ UNCH    2 0
 GZ0172
 GZ0172.Superseded values are not recommended for survey control.
 GZ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0172.See file dsdata.txt to determine how the superseded data were derived.
 GZ0172
 GZ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG373685(NAD 83)
 GZ0172_MARKER: DD = SURVEY DISK
 GZ0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0172_STAMPING: I75-L65-1960
 GZ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0172+STABILITY: SURFACE MOTION
 GZ0172
 GZ0172  HISTORY     - Date     Condition        Report By
 GZ0172  HISTORY     - 1960     MONUMENTED       PAS
 GZ0172  HISTORY     - 1961     GOOD             PAS
 GZ0172
 GZ0172                          STATION DESCRIPTION
 GZ0172
 GZ0172'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0172'4.5 MI NW FROM BEREA.
 GZ0172'ABOUT 0.45 MILE NORTHEAST ALONG U.S. HIGHWAY 25 FROM THE U.S. POST
 GZ0172'OFFICE IN BEREA, THENCE ABOUT 1.35 MILES NORTHWEST ALONG STATE
 GZ0172'HIGHWAY 595 TO MIDDLETOWN, THENCE ABOUT 2.5 MILES NORTH ALONG BLACK
 GZ0172'TOP ROAD TO AN OVERPASS AT FARRISTOWN CROSSING, THENCE ABOUT 1.0
 GZ0172'MILE NORTHWEST AND NORTH ALONG BLACK TOP ROAD TO JUNCTION WITH
 GZ0172'STATE HIGHWAY 1369 AND A GRAVEL ROAD WEST, THENCE ABOUT 0.15 MILE
 GZ0172'WEST ALONG GRAVEL ROAD TO TOP OF HILL AND MARK ON THE LEFT.  ABOUT
 GZ0172'0.75 MILE WEST OF WHITES CROSSING, 20.4 FEET EAST OF A 12 INCH
 GZ0172'WALNUT TREE, 20 FEET WEST OF CENTER OF FARM LANE AT GATE, 16.5
 GZ0172'FEET SOUTH OF CENTER OF ROAD, 1.9 FEET NORTHEAST OF A METAL WITNESS
 GZ0172'POST AND SIGN AND 1.0 FOOT NORTH OF WIRE FENCE.  A KENTUCKY
 GZ0172'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONCRETE
 GZ0172'POST PROJECTING 2 INCHES AND STAMPED I75-L65-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0171 ***********************************************************************
 GZ0171  DESIGNATION -  I75 L 66
 GZ0171  PID         -  GZ0171
 GZ0171  STATE/COUNTY-  KY/MADISON
 GZ0171  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0171
 GZ0171                         *CURRENT SURVEY CONTROL
 GZ0171  ___________________________________________________________________
 GZ0171* NAD 83(1986)-  37 38 54.     (N)    084 18 32.     (W)     SCALED    
 GZ0171* NAVD 88     -       273.465  (meters)     897.19   (feet)  ADJUSTED  
 GZ0171  ___________________________________________________________________
 GZ0171  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GZ0171  DYNAMIC HT  -         273.261 (meters)     896.52  (feet)  COMP
 GZ0171  MODELED GRAV-     979,875.6   (mgal)                       NAVD 88
 GZ0171
 GZ0171  VERT ORDER  -  SECOND    CLASS 0
 GZ0171
 GZ0171.The horizontal coordinates were scaled from a topographic map and have
 GZ0171.an estimated accuracy of +/- 6 seconds.
 GZ0171
 GZ0171.The orthometric height was determined by differential leveling
 GZ0171.and adjusted by the National Geodetic Survey in June 1991..
 GZ0171
 GZ0171.The geoid height was determined by GEOID03.
 GZ0171
 GZ0171.The dynamic height is computed by dividing the NAVD 88
 GZ0171.geopotential number by the normal gravity value computed on the
 GZ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0171.degrees latitude (g = 980.6199 gals.).
 GZ0171
 GZ0171.The modeled gravity was interpolated from observed gravity values.
 GZ0171
 GZ0171;                    North         East    Units  Estimated Accuracy
 GZ0171;SPC KY1Z     - 1,146,920.    1,627,160.      MT  (+/- 180 meters Scaled)
 GZ0171
 GZ0171                          SUPERSEDED SURVEY CONTROL
 GZ0171
 GZ0171  NGVD 29 (??/??/92)  273.613  (m)          897.68   (f) ADJ UNCH    2 0
 GZ0171
 GZ0171.Superseded values are not recommended for survey control.
 GZ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0171.See file dsdata.txt to determine how the superseded data were derived.
 GZ0171
 GZ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG374702(NAD 83)
 GZ0171_MARKER: DD = SURVEY DISK
 GZ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0171_STAMPING: I75-L66-1960
 GZ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0171+STABILITY: SURFACE MOTION
 GZ0171
 GZ0171  HISTORY     - Date     Condition        Report By
 GZ0171  HISTORY     - 1960     MONUMENTED       PAS
 GZ0171  HISTORY     - 1961     GOOD             PAS
 GZ0171
 GZ0171                          STATION DESCRIPTION
 GZ0171
 GZ0171'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0171'6.8 MI S FROM RICHMOND.
 GZ0171'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAYS 25 AND 421 FROM THE
 GZ0171'MADISON COUNTY COURT HOUSE IN RICHMOND, THENCE ABOUT 4.85 MILES
 GZ0171'SOUTHWEST ALONG STATE HIGHWAY 52 TO A CROSSROAD AT TOP OF HILL,
 GZ0171'THENCE ABOUT 3.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD TO A Y
 GZ0171'FORK AT SILVER CREEK, CONTINUE EAST ON BLACK TOP ROAD FOR 0.3
 GZ0171'MILE TO MARK ON LEFT, ABOUT 0.7 MILE WEST OF A GRADE CROSSING OF THE
 GZ0171'L AND N RAILROAD, 41 FEET NORTHWEST OF THE INTERSECTION OF ROAD AND
 GZ0171'GRAVEL DRIVE NORTH, 21.4 FEET WEST OF A 16 INCH SYCAMORE TREE, 16
 GZ0171'FEET NORTH OF THE CENTER OF ROAD, 2.8 FEET WEST OF A METAL WITNESS
 GZ0171'POST AND SIGN, 2.0 FEET SOUTH OF WIRE FENCE AND ABOUT 2 FEET HIGHER
 GZ0171'THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 GZ0171'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND STAMPED
 GZ0171'I75-L66-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0170 ***********************************************************************
 GZ0170  DESIGNATION -  I75 L 67
 GZ0170  PID         -  GZ0170
 GZ0170  STATE/COUNTY-  KY/MADISON
 GZ0170  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0170
 GZ0170                         *CURRENT SURVEY CONTROL
 GZ0170  ___________________________________________________________________
 GZ0170* NAD 83(1986)-  37 39 55.     (N)    084 18 26.     (W)     SCALED    
 GZ0170* NAVD 88     -       303.967  (meters)     997.27   (feet)  ADJUSTED  
 GZ0170  ___________________________________________________________________
 GZ0170  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GZ0170  DYNAMIC HT  -         303.740 (meters)     996.52  (feet)  COMP
 GZ0170  MODELED GRAV-     979,876.1   (mgal)                       NAVD 88
 GZ0170
 GZ0170  VERT ORDER  -  SECOND    CLASS 0
 GZ0170
 GZ0170.The horizontal coordinates were scaled from a topographic map and have
 GZ0170.an estimated accuracy of +/- 6 seconds.
 GZ0170
 GZ0170.The orthometric height was determined by differential leveling
 GZ0170.and adjusted by the National Geodetic Survey in June 1991..
 GZ0170
 GZ0170.The geoid height was determined by GEOID03.
 GZ0170
 GZ0170.The dynamic height is computed by dividing the NAVD 88
 GZ0170.geopotential number by the normal gravity value computed on the
 GZ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0170.degrees latitude (g = 980.6199 gals.).
 GZ0170
 GZ0170.The modeled gravity was interpolated from observed gravity values.
 GZ0170
 GZ0170;                    North         East    Units  Estimated Accuracy
 GZ0170;SPC KY1Z     - 1,148,810.    1,627,280.      MT  (+/- 180 meters Scaled)
 GZ0170
 GZ0170                          SUPERSEDED SURVEY CONTROL
 GZ0170
 GZ0170  NGVD 29 (??/??/92)  304.116  (m)          997.75   (f) ADJ UNCH    2 0
 GZ0170
 GZ0170.Superseded values are not recommended for survey control.
 GZ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0170.See file dsdata.txt to determine how the superseded data were derived.
 GZ0170
 GZ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG375720(NAD 83)
 GZ0170_MARKER: DD = SURVEY DISK
 GZ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0170_STAMPING: I75-L67-1960
 GZ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0170+STABILITY: SURFACE MOTION
 GZ0170
 GZ0170  HISTORY     - Date     Condition        Report By
 GZ0170  HISTORY     - 1960     MONUMENTED       PAS
 GZ0170  HISTORY     - 1961     GOOD             PAS
 GZ0170
 GZ0170                          STATION DESCRIPTION
 GZ0170
 GZ0170'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0170'5.7 MI S FROM RICHMOND.
 GZ0170'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAYS 25 AND 421 FROM THE
 GZ0170'MADISON COUNTY COURT HOUSE IN RICHMOND, THENCE ABOUT 4.85 MILES
 GZ0170'SOUTHWEST ALONG STATE HIGHWAY 52 TO A CROSSROAD AT TOP OF HILL,
 GZ0170'THENCE ABOUT 1.7 MILES SOUTHEAST ALONG A BLACK TOP ROAD, THENCE
 GZ0170'ABOUT 0.95 MILE EAST ALONG A GRAVEL FARM LANE, ABOUT 165 FEET WEST
 GZ0170'OF THE TOP OF HILL, 36.7 FEET EAST OF A 12 INCH HACKBERRY TREE,
 GZ0170'29 FEET NORTHEAST AND ACROSS LANE FROM A GATE AT ENTRANCE TO
 GZ0170'PASTURE, 10 FEET NORTH OF THE CENTER OF LANE, 2.5 FEET SOUTH OF
 GZ0170'WIRE FENCE AND 1.8 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 GZ0170'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0170'A CONCRETE POST PROJECTING 2 INCHES AND STAMPED I75-L67-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0168 ***********************************************************************
 GZ0168  DESIGNATION -  I75 L 68
 GZ0168  PID         -  GZ0168
 GZ0168  STATE/COUNTY-  KY/MADISON
 GZ0168  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0168
 GZ0168                         *CURRENT SURVEY CONTROL
 GZ0168  ___________________________________________________________________
 GZ0168* NAD 83(1986)-  37 40 29.     (N)    084 18 49.     (W)     SCALED    
 GZ0168* NAVD 88     -       301.147  (meters)     988.01   (feet)  ADJUSTED  
 GZ0168  ___________________________________________________________________
 GZ0168  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GZ0168  DYNAMIC HT  -         300.923 (meters)     987.28  (feet)  COMP
 GZ0168  MODELED GRAV-     979,877.5   (mgal)                       NAVD 88
 GZ0168
 GZ0168  VERT ORDER  -  SECOND    CLASS 0
 GZ0168
 GZ0168.The horizontal coordinates were scaled from a topographic map and have
 GZ0168.an estimated accuracy of +/- 6 seconds.
 GZ0168
 GZ0168.The orthometric height was determined by differential leveling
 GZ0168.and adjusted by the National Geodetic Survey in June 1991..
 GZ0168
 GZ0168.The geoid height was determined by GEOID03.
 GZ0168
 GZ0168.The dynamic height is computed by dividing the NAVD 88
 GZ0168.geopotential number by the normal gravity value computed on the
 GZ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0168.degrees latitude (g = 980.6199 gals.).
 GZ0168
 GZ0168.The modeled gravity was interpolated from observed gravity values.
 GZ0168
 GZ0168;                    North         East    Units  Estimated Accuracy
 GZ0168;SPC KY1Z     - 1,149,850.    1,626,700.      MT  (+/- 180 meters Scaled)
 GZ0168
 GZ0168                          SUPERSEDED SURVEY CONTROL
 GZ0168
 GZ0168  NGVD 29 (??/??/92)  301.296  (m)          988.50   (f) ADJ UNCH    2 0
 GZ0168
 GZ0168.Superseded values are not recommended for survey control.
 GZ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0168.See file dsdata.txt to determine how the superseded data were derived.
 GZ0168
 GZ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG369731(NAD 83)
 GZ0168_MARKER: DD = SURVEY DISK
 GZ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0168_STAMPING: I75-L68-1960
 GZ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0168+STABILITY: SURFACE MOTION
 GZ0168
 GZ0168  HISTORY     - Date     Condition        Report By
 GZ0168  HISTORY     - 1960     MONUMENTED       PAS
 GZ0168  HISTORY     - 1961     GOOD             PAS
 GZ0168
 GZ0168                          STATION DESCRIPTION
 GZ0168
 GZ0168'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0168'5 MI S FROM RICHMOND.
 GZ0168'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAYS 25 AND 421 FROM THE
 GZ0168'MADISON COUNTY COURT HOUSE IN RICHMOND, THENCE ABOUT 4.85 MILES
 GZ0168'SOUTHWEST ALONG STATE HIGHWAY 52 TO A CROSSROAD AT TOP OF HILL,
 GZ0168'THENCE ABOUT 1.6 MILES SOUTHEAST ALONG A BLACK TOP ROAD, THENCE
 GZ0168'ABOUT 0.5 MILE NORTHEAST ALONG A BLACK TOP ROAD, ABOUT 113 FEET
 GZ0168'SOUTH-SOUTHEAST OF THE INTERSECTION OF ROAD AND DRIVE NORTHWEST TO
 GZ0168'A TWO STORY FRAME HOUSE, 86.6 FEET NORTHEAST OF THE NORTHEAST
 GZ0168'CORNER OF FRAME GARAGE, 16.5 FEET SOUTHEAST OF THE CENTER OF ROAD,
 GZ0168'1.8 FEET NORTHWEST OF WIRE FENCE AND 1.8 FEET WEST OF A METAL
 GZ0168'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 GZ0168'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 GZ0168'STAMPED I75-L68-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0169 ***********************************************************************
 GZ0169  DESIGNATION -  I75 L 68 RESET
 GZ0169  PID         -  GZ0169
 GZ0169  STATE/COUNTY-  KY/MADISON
 GZ0169  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0169
 GZ0169                         *CURRENT SURVEY CONTROL
 GZ0169  ___________________________________________________________________
 GZ0169* NAD 83(1986)-  37 40 29.     (N)    084 18 49.     (W)     SCALED    
 GZ0169* NAVD 88     -       300.98   (meters)     987.5    (feet)  RESET     
 GZ0169  ___________________________________________________________________
 GZ0169  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GZ0169
 GZ0169  VERT ORDER  -  THIRD
 GZ0169
 GZ0169.The horizontal coordinates were scaled from a topographic map and have
 GZ0169.an estimated accuracy of +/- 6 seconds.
 GZ0169
 GZ0169.The orthometric height was computed from unverified reset data.
 GZ0169.No vertical observational check was made to the station.
 GZ0169
 GZ0169.The geoid height was determined by GEOID03.
 GZ0169
 GZ0169;                    North         East    Units  Estimated Accuracy
 GZ0169;SPC KY1Z     - 1,149,850.    1,626,700.      MT  (+/- 180 meters Scaled)
 GZ0169
 GZ0169                          SUPERSEDED SURVEY CONTROL
 GZ0169
 GZ0169  NGVD 29 (10/08/05)  301.13   (m)          988.0    (f) RESET       3  
 GZ0169
 GZ0169.Superseded values are not recommended for survey control.
 GZ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0169.See file dsdata.txt to determine how the superseded data were derived.
 GZ0169
 GZ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG369731(NAD 83)
 GZ0169_MARKER: DB = BENCH MARK DISK
 GZ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0169_STAMPING: I 75-L 68 RESET 1965
 GZ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0169+STABILITY: SURFACE MOTION
 GZ0169
 GZ0169  HISTORY     - Date     Condition        Report By
 GZ0169  HISTORY     - 1965     MONUMENTED       KYHD
 GZ0169
 GZ0169                          STATION DESCRIPTION
 GZ0169
 GZ0169'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965
 GZ0169'7.1 MI S FROM RICHMOND.
 GZ0169'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAYS 25 AND 421 FROM THE
 GZ0169'MADISON COUNTY COURT HOUSE IN RICHMOND, THENCE ABOUT 4.85 MILES
 GZ0169'SOUTHWEST ALONG STATE HIGHWAY 52 TO A CROSSROAD AT TOP OF HILL,
 GZ0169'THENCE ABOUT 1.6 MILES SOUTHEAST ALONG A BLACK TOP ROAD, THENCE
 GZ0169'ABOUT 0.5 MILE NORTHEAST ALONG A BLACK TOP ROAD, ABOUT 113 FEET
 GZ0169'SOUTH-SOUTHEAST OF THE INTERSECTION OF ROAD AND DRIVE NORTHWEST
 GZ0169'TO A TWO STORY FRAME HOUSE, 86.6 FEET NORTHEAST OF THE NORTHEAST
 GZ0169'CORNER OF A FRAME GARAGE, 16.5 FEET SOUTHEAST OF THE CENTER OF
 GZ0169'ROAD, 1.8 FEET NORTHWEST OF WIRE FENCE AND 1.8 FEET WEST OF A
 GZ0169'METAL WITNESS POST AND SIGN, SET IN TOP OF A CONCRETE POST PROJECTING
 GZ0169'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0167 ***********************************************************************
 GZ0167  DESIGNATION -  I75 L 69
 GZ0167  PID         -  GZ0167
 GZ0167  STATE/COUNTY-  KY/MADISON
 GZ0167  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0167
 GZ0167                         *CURRENT SURVEY CONTROL
 GZ0167  ___________________________________________________________________
 GZ0167* NAD 83(1986)-  37 40 13.     (N)    084 19 17.     (W)     SCALED    
 GZ0167* NAVD 88     -       291.241  (meters)     955.51   (feet)  ADJUSTED  
 GZ0167  ___________________________________________________________________
 GZ0167  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GZ0167  DYNAMIC HT  -         291.024 (meters)     954.80  (feet)  COMP
 GZ0167  MODELED GRAV-     979,878.4   (mgal)                       NAVD 88
 GZ0167
 GZ0167  VERT ORDER  -  SECOND    CLASS 0
 GZ0167
 GZ0167.The horizontal coordinates were scaled from a topographic map and have
 GZ0167.an estimated accuracy of +/- 6 seconds.
 GZ0167
 GZ0167.The orthometric height was determined by differential leveling
 GZ0167.and adjusted by the National Geodetic Survey in June 1991..
 GZ0167
 GZ0167.The geoid height was determined by GEOID03.
 GZ0167
 GZ0167.The dynamic height is computed by dividing the NAVD 88
 GZ0167.geopotential number by the normal gravity value computed on the
 GZ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0167.degrees latitude (g = 980.6199 gals.).
 GZ0167
 GZ0167.The modeled gravity was interpolated from observed gravity values.
 GZ0167
 GZ0167;                    North         East    Units  Estimated Accuracy
 GZ0167;SPC KY1Z     - 1,149,340.    1,626,020.      MT  (+/- 180 meters Scaled)
 GZ0167
 GZ0167                          SUPERSEDED SURVEY CONTROL
 GZ0167
 GZ0167  NGVD 29 (??/??/92)  291.390  (m)          956.00   (f) ADJ UNCH    2 0
 GZ0167
 GZ0167.Superseded values are not recommended for survey control.
 GZ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0167.See file dsdata.txt to determine how the superseded data were derived.
 GZ0167
 GZ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG362726(NAD 83)
 GZ0167_MARKER: DD = SURVEY DISK
 GZ0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0167_STAMPING: I75-L69-1960
 GZ0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0167+STABILITY: SURFACE MOTION
 GZ0167
 GZ0167  HISTORY     - Date     Condition        Report By
 GZ0167  HISTORY     - 1960     MONUMENTED       PAS
 GZ0167  HISTORY     - 1961     GOOD             PAS
 GZ0167
 GZ0167                          STATION DESCRIPTION
 GZ0167
 GZ0167'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0167'5.5 MI SW FROM RICHMOND.
 GZ0167'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAYS 25 AND 421 FROM THE
 GZ0167'MADISON COUNTY COURT HOUSE IN RICHMOND, THENCE ABOUT 4.85 MILES
 GZ0167'SOUTHWEST ALONG STATE HIGHWAY 52 TO A CROSSROAD AT TOP OF HILL,
 GZ0167'THENCE ABOUT 1.6 MILES SOUTHEAST ALONG A BLACK TOP ROAD, ABOUT 0.6
 GZ0167'MILE EAST OF PEYTONTOWN, AT AN OFFSET CROSSROAD, 51.6 FEET
 GZ0167'SOUTHEAST OF A POWER POLE, 50.3 FEET NORTH OF COMBINATION POWER
 GZ0167'TELEPHONE POLE 50, 40.5 FEET EAST OF THE INTERSECTION OF NORTH-SOUTH
 GZ0167'ROAD AND ROAD NORTHEAST, 15.5 FEET SOUTH OF THE CENTER OF ROAD,
 GZ0167'2.0 FEET NORTH OF WIRE FENCE AND 2.0 FEET WEST OF A METAL WITNESS
 GZ0167'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 GZ0167'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND STAMPED
 GZ0167'I75-L69-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0414 ***********************************************************************
 GB0414  DESIGNATION -  I75 L 7
 GB0414  PID         -  GB0414
 GB0414  STATE/COUNTY-  KY/LAUREL
 GB0414  USGS QUAD   -  VOX (1982)
 GB0414
 GB0414                         *CURRENT SURVEY CONTROL
 GB0414  ___________________________________________________________________
 GB0414* NAD 83(1986)-  36 59 12.     (N)    084 10 15.     (W)     SCALED    
 GB0414* NAVD 88     -       380.841  (meters)    1249.48   (feet)  ADJUSTED  
 GB0414  ___________________________________________________________________
 GB0414  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 GB0414  DYNAMIC HT  -         380.538 (meters)    1248.48  (feet)  COMP
 GB0414  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 GB0414
 GB0414  VERT ORDER  -  SECOND    CLASS 0
 GB0414
 GB0414.The horizontal coordinates were scaled from a topographic map and have
 GB0414.an estimated accuracy of +/- 6 seconds.
 GB0414
 GB0414.The orthometric height was determined by differential leveling
 GB0414.and adjusted by the National Geodetic Survey in June 1991..
 GB0414
 GB0414.The geoid height was determined by GEOID03.
 GB0414
 GB0414.The dynamic height is computed by dividing the NAVD 88
 GB0414.geopotential number by the normal gravity value computed on the
 GB0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0414.degrees latitude (g = 980.6199 gals.).
 GB0414
 GB0414.The modeled gravity was interpolated from observed gravity values.
 GB0414
 GB0414;                    North         East    Units  Estimated Accuracy
 GB0414;SPC KY1Z     - 1,073,700.    1,640,590.      MT  (+/- 180 meters Scaled)
 GB0414
 GB0414                          SUPERSEDED SURVEY CONTROL
 GB0414
 GB0414  NGVD 29 (??/??/92)  380.994  (m)         1249.98   (f) ADJ UNCH    2 0
 GB0414
 GB0414.Superseded values are not recommended for survey control.
 GB0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0414.See file dsdata.txt to determine how the superseded data were derived.
 GB0414
 GB0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF518971(NAD 83)
 GB0414_MARKER: DD = SURVEY DISK
 GB0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0414_STAMPING: I-75 L-7 1961
 GB0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0414+STABILITY: SURFACE MOTION
 GB0414
 GB0414  HISTORY     - Date     Condition        Report By
 GB0414  HISTORY     - 1961     MONUMENTED       PAS
 GB0414  HISTORY     - 1962     GOOD             NGS
 GB0414  HISTORY     - 19930801 MARK NOT FOUND   KYDT
 GB0414
 GB0414                          STATION DESCRIPTION
 GB0414
 GB0414'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GB0414'1.5 MI SE FROM KEAVY.
 GB0414'ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ELEMENTARY
 GB0414'SCHOOL AT KEAVY, TO A CROSSROAD NEAR LEVEL GREEN CHURCH, THENCE
 GB0414'ABOUT 0.5 MILE EAST ALONG A DIRT ROAD, 49 FEET SOUTHEAST OF THE
 GB0414'INTERSECTION OF ROAD AND WOODS ROAD SOUTH, 22 FEET SOUTHWEST OF
 GB0414'THE CENTER OF DIRT ROAD, 17.5 FEET EAST OF THE CENTER OF WOODS
 GB0414'ROAD, 12.3 FEET WEST OF AN 18-INCH POST OAK TREE, 2.1 FEET
 GB0414'SOUTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GB0414'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST
 GB0414'PROJECTING 3-INCHES AND STAMPED I-75 L-7 1961.
 GB0414
 GB0414                          STATION RECOVERY (1962)
 GB0414
 GB0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0414'RECOVERED IN GOOD CONDITION.
 GB0414
 GB0414                          STATION RECOVERY (1993)
 GB0414
 GB0414'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0166 ***********************************************************************
 GZ0166  DESIGNATION -  I75 L 70
 GZ0166  PID         -  GZ0166
 GZ0166  STATE/COUNTY-  KY/MADISON
 GZ0166  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0166
 GZ0166                         *CURRENT SURVEY CONTROL
 GZ0166  ___________________________________________________________________
 GZ0166* NAD 83(1986)-  37 40 52.     (N)    084 19 21.     (W)     SCALED    
 GZ0166* NAVD 88     -       305.639  (meters)    1002.75   (feet)  ADJUSTED  
 GZ0166  ___________________________________________________________________
 GZ0166  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GZ0166  DYNAMIC HT  -         305.412 (meters)    1002.01  (feet)  COMP
 GZ0166  MODELED GRAV-     979,879.2   (mgal)                       NAVD 88
 GZ0166
 GZ0166  VERT ORDER  -  SECOND    CLASS 0
 GZ0166
 GZ0166.The horizontal coordinates were scaled from a topographic map and have
 GZ0166.an estimated accuracy of +/- 6 seconds.
 GZ0166
 GZ0166.The orthometric height was determined by differential leveling
 GZ0166.and adjusted by the National Geodetic Survey in June 1991..
 GZ0166
 GZ0166.The geoid height was determined by GEOID03.
 GZ0166
 GZ0166.The dynamic height is computed by dividing the NAVD 88
 GZ0166.geopotential number by the normal gravity value computed on the
 GZ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0166.degrees latitude (g = 980.6199 gals.).
 GZ0166
 GZ0166.The modeled gravity was interpolated from observed gravity values.
 GZ0166
 GZ0166;                    North         East    Units  Estimated Accuracy
 GZ0166;SPC KY1Z     - 1,150,540.    1,625,910.      MT  (+/- 180 meters Scaled)
 GZ0166
 GZ0166                          SUPERSEDED SURVEY CONTROL
 GZ0166
 GZ0166  NGVD 29 (??/??/92)  305.788  (m)         1003.24   (f) ADJ UNCH    2 0
 GZ0166
 GZ0166.Superseded values are not recommended for survey control.
 GZ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0166.See file dsdata.txt to determine how the superseded data were derived.
 GZ0166
 GZ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG361738(NAD 83)
 GZ0166_MARKER: DD = SURVEY DISK
 GZ0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0166_STAMPING: I75-L70-1960
 GZ0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0166+STABILITY: SURFACE MOTION
 GZ0166
 GZ0166  HISTORY     - Date     Condition        Report By
 GZ0166  HISTORY     - 1960     MONUMENTED       PAS
 GZ0166  HISTORY     - 1961     GOOD             PAS
 GZ0166
 GZ0166                          STATION DESCRIPTION
 GZ0166
 GZ0166'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0166'4.5 MI SW FROM RICHMOND.
 GZ0166'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAYS 25 AND 421 FROM THE
 GZ0166'MADISON COUNTY COURT HOUSE IN RICHMOND, THENCE ABOUT 4.85 MILES
 GZ0166'SOUTHWEST ALONG STATE HIGHWAY 52 TO A CROSSROAD AT TOP OF HILL,
 GZ0166'THENCE ABOUT 0.85 MILE SOUTHEAST ALONG A BLACK TOP ROAD, 35.6
 GZ0166'FEET EAST AND ACROSS ROAD FROM COMBINATION POWER TELEPHONE POLE
 GZ0166'25, 31 FEET EAST-SOUTHEAST OF THE INTERSECTION OF ROAD AND DRIVE
 GZ0166'EAST TO JOHN D. ROWLETTES RESIDENCE, 13 FEET NORTHEAST OF THE
 GZ0166'CENTER OF ROAD, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 GZ0166'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A
 GZ0166'CONCRETE POST PROJECTING 1 INCH AND STAMPED I75-L70-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0161 ***********************************************************************
 GZ0161  DESIGNATION -  I75 L 71
 GZ0161  PID         -  GZ0161
 GZ0161  STATE/COUNTY-  KY/MADISON
 GZ0161  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0161
 GZ0161                         *CURRENT SURVEY CONTROL
 GZ0161  ___________________________________________________________________
 GZ0161* NAD 83(1986)-  37 41 51.     (N)    084 19 15.     (W)     SCALED    
 GZ0161* NAVD 88     -       282.834  (meters)     927.93   (feet)  ADJUSTED  
 GZ0161  ___________________________________________________________________
 GZ0161  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GZ0161  DYNAMIC HT  -         282.624 (meters)     927.24  (feet)  COMP
 GZ0161  MODELED GRAV-     979,879.7   (mgal)                       NAVD 88
 GZ0161
 GZ0161  VERT ORDER  -  SECOND    CLASS 0
 GZ0161
 GZ0161.The horizontal coordinates were scaled from a topographic map and have
 GZ0161.an estimated accuracy of +/- 6 seconds.
 GZ0161
 GZ0161.The orthometric height was determined by differential leveling
 GZ0161.and adjusted by the National Geodetic Survey in June 1991..
 GZ0161
 GZ0161.The geoid height was determined by GEOID03.
 GZ0161
 GZ0161.The dynamic height is computed by dividing the NAVD 88
 GZ0161.geopotential number by the normal gravity value computed on the
 GZ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0161.degrees latitude (g = 980.6199 gals.).
 GZ0161
 GZ0161.The modeled gravity was interpolated from observed gravity values.
 GZ0161
 GZ0161;                    North         East    Units  Estimated Accuracy
 GZ0161;SPC KY1Z     - 1,152,360.    1,626,030.      MT  (+/- 180 meters Scaled)
 GZ0161
 GZ0161                          SUPERSEDED SURVEY CONTROL
 GZ0161
 GZ0161  NGVD 29 (??/??/92)  282.982  (m)          928.42   (f) ADJ UNCH    2 0
 GZ0161
 GZ0161.Superseded values are not recommended for survey control.
 GZ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0161.See file dsdata.txt to determine how the superseded data were derived.
 GZ0161
 GZ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG362756(NAD 83)
 GZ0161_MARKER: DD = SURVEY DISK
 GZ0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0161_STAMPING: I75-L71-1960
 GZ0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0161+STABILITY: SURFACE MOTION
 GZ0161
 GZ0161  HISTORY     - Date     Condition        Report By
 GZ0161  HISTORY     - 1960     MONUMENTED       PAS
 GZ0161  HISTORY     - 1961     GOOD             PAS
 GZ0161
 GZ0161                          STATION DESCRIPTION
 GZ0161
 GZ0161'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0161'4 MI SW FROM RICHMOND.
 GZ0161'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAYS 25 AND 421 FROM THE
 GZ0161'MADISON COUNTY COURT HOUSE IN RICHMOND, THENCE ABOUT 3.95 MILES
 GZ0161'SOUTHWEST ALONG STATE HIGHWAY 52, 65 FEET WEST OF INTERSECTION
 GZ0161'OF HIGHWAY AND DRIVE SOUTHEAST TO BERT L. KEARNS RESIDENCE, 33
 GZ0161'FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 13.2 FEET SOUTH-SOUTHWEST
 GZ0161'OF A 6 INCH WALNUT TREE, 2.2 FEET SOUTHEAST OF WIRE FENCE, 2.2
 GZ0161'FEET SOUTH OF A METAL WITNESS POST AND SIGN AND ABOUT 2 FEET HIGHER
 GZ0161'THAN HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 GZ0161'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND STAMPED
 GZ0161'I75-L71-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0160 ***********************************************************************
 GZ0160  DESIGNATION -  I75 L 72
 GZ0160  PID         -  GZ0160
 GZ0160  STATE/COUNTY-  KY/MADISON
 GZ0160  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0160
 GZ0160                         *CURRENT SURVEY CONTROL
 GZ0160  ___________________________________________________________________
 GZ0160* NAD 83(1986)-  37 42 28.     (N)    084 18 54.     (W)     SCALED    
 GZ0160* NAVD 88     -       274.779  (meters)     901.50   (feet)  ADJUSTED  
 GZ0160  ___________________________________________________________________
 GZ0160  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GZ0160  DYNAMIC HT  -         274.574 (meters)     900.83  (feet)  COMP
 GZ0160  MODELED GRAV-     979,878.9   (mgal)                       NAVD 88
 GZ0160
 GZ0160  VERT ORDER  -  SECOND    CLASS 0
 GZ0160
 GZ0160.The horizontal coordinates were scaled from a topographic map and have
 GZ0160.an estimated accuracy of +/- 6 seconds.
 GZ0160
 GZ0160.The orthometric height was determined by differential leveling
 GZ0160.and adjusted by the National Geodetic Survey in June 1991..
 GZ0160
 GZ0160.The geoid height was determined by GEOID03.
 GZ0160
 GZ0160.The dynamic height is computed by dividing the NAVD 88
 GZ0160.geopotential number by the normal gravity value computed on the
 GZ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0160.degrees latitude (g = 980.6199 gals.).
 GZ0160
 GZ0160.The modeled gravity was interpolated from observed gravity values.
 GZ0160
 GZ0160;                    North         East    Units  Estimated Accuracy
 GZ0160;SPC KY1Z     - 1,153,510.    1,626,520.      MT  (+/- 180 meters Scaled)
 GZ0160
 GZ0160                          SUPERSEDED SURVEY CONTROL
 GZ0160
 GZ0160  NGVD 29 (??/??/92)  274.926  (m)          901.99   (f) ADJ UNCH    2 0
 GZ0160
 GZ0160.Superseded values are not recommended for survey control.
 GZ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0160.See file dsdata.txt to determine how the superseded data were derived.
 GZ0160
 GZ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG366767(NAD 83)
 GZ0160_MARKER: DD = SURVEY DISK
 GZ0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0160_STAMPING: I75-L72-1960
 GZ0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0160+STABILITY: SURFACE MOTION
 GZ0160
 GZ0160  HISTORY     - Date     Condition        Report By
 GZ0160  HISTORY     - 1960     MONUMENTED       PAS
 GZ0160  HISTORY     - 1961     GOOD             PAS
 GZ0160
 GZ0160                          STATION DESCRIPTION
 GZ0160
 GZ0160'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0160'3.1 MI SW FROM RICHMOND.
 GZ0160'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAYS 25 AND 421 FROM THE
 GZ0160'MADISON COUNTY COURT HOUSE IN RICHMOND, THENCE ABOUT 3.1 MILES
 GZ0160'SOUTHWEST ALONG STATE HIGHWAY 52, 43.5 FEET SOUTHWEST OF INTERSECTION
 GZ0160'OF HIGHWAY AND FARM ROAD WEST, 43.0 FEET SOUTH OF TELEPHONE POLE
 GZ0160'22, 35.8 FEET WEST OF INTERSECTION OF HIGHWAY AND DRIVE NORTHEAST,
 GZ0160'17.5 FEET SOUTH OF CENTER OF FARM ROAD, 2.3 FEET NORTHEAST OF A
 GZ0160'METAL WITNESS POST AND SIGN AND 2.0 FEET EAST OF WIRE FENCE.  A
 GZ0160'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A
 GZ0160'CONCRETE POST PROJECTING 1 INCH AND STAMPED I75-L72-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0159 ***********************************************************************
 GZ0159  DESIGNATION -  I75 L 73
 GZ0159  PID         -  GZ0159
 GZ0159  STATE/COUNTY-  KY/MADISON
 GZ0159  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0159
 GZ0159                         *CURRENT SURVEY CONTROL
 GZ0159  ___________________________________________________________________
 GZ0159* NAD 83(1986)-  37 43 14.     (N)    084 18 54.     (W)     SCALED    
 GZ0159* NAVD 88     -       265.333  (meters)     870.51   (feet)  ADJUSTED  
 GZ0159  ___________________________________________________________________
 GZ0159  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 GZ0159  DYNAMIC HT  -         265.135 (meters)     869.86  (feet)  COMP
 GZ0159  MODELED GRAV-     979,879.0   (mgal)                       NAVD 88
 GZ0159
 GZ0159  VERT ORDER  -  SECOND    CLASS 0
 GZ0159
 GZ0159.The horizontal coordinates were scaled from a topographic map and have
 GZ0159.an estimated accuracy of +/- 6 seconds.
 GZ0159
 GZ0159.The orthometric height was determined by differential leveling
 GZ0159.and adjusted by the National Geodetic Survey in June 1991..
 GZ0159
 GZ0159.The geoid height was determined by GEOID03.
 GZ0159
 GZ0159.The dynamic height is computed by dividing the NAVD 88
 GZ0159.geopotential number by the normal gravity value computed on the
 GZ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0159.degrees latitude (g = 980.6199 gals.).
 GZ0159
 GZ0159.The modeled gravity was interpolated from observed gravity values.
 GZ0159
 GZ0159;                    North         East    Units  Estimated Accuracy
 GZ0159;SPC KY1Z     - 1,154,930.    1,626,500.      MT  (+/- 180 meters Scaled)
 GZ0159
 GZ0159                          SUPERSEDED SURVEY CONTROL
 GZ0159
 GZ0159  NGVD 29 (??/??/92)  265.479  (m)          870.99   (f) ADJ UNCH    2 0
 GZ0159
 GZ0159.Superseded values are not recommended for survey control.
 GZ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0159.See file dsdata.txt to determine how the superseded data were derived.
 GZ0159
 GZ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG366782(NAD 83)
 GZ0159_MARKER: DD = SURVEY DISK
 GZ0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0159_STAMPING: I75-L73-1960
 GZ0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0159+STABILITY: SURFACE MOTION
 GZ0159
 GZ0159  HISTORY     - Date     Condition        Report By
 GZ0159  HISTORY     - 1960     MONUMENTED       PAS
 GZ0159  HISTORY     - 1961     GOOD             PAS
 GZ0159
 GZ0159                          STATION DESCRIPTION
 GZ0159
 GZ0159'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0159'2.1 MI SW FROM RICHMOND.
 GZ0159'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAYS 25 AND 421 FROM
 GZ0159'THE MADISON COUNTY COURT HOUSE IN RICHMOND, THENCE ABOUT 2.2
 GZ0159'MILES SOUTHWEST ALONG STATE HIGHWAY 52, ABOUT 200 FEET SOUTHWEST
 GZ0159'OF TAYLOR FORK BRANCH, ABOUT 89 FEET SOUTH-SOUTHEAST OF THE
 GZ0159'SOUTHEAST CORNER OF A 1 1/2 STORY FRAME HOUSE, 51.0 FEET
 GZ0159'NORTHWEST OF THE CENTERLINE OF HIGHWAY, 39.3 FEET SOUTHEAST
 GZ0159'OF A COMBINATION POWER TELEPHONE POLE, 31 FEET SOUTH OF CENTER
 GZ0159'OF DRIVE AT GATE, 2.2 FEET EAST OF WIRE FENCE, 2.2 FEET SOUTHWEST
 GZ0159'OF A METAL WITNESS POST AND SIGN AND ABOUT 5 FEET LOWER THAN
 GZ0159'HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 GZ0159'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND STAMPED
 GZ0159'I75-L73-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0158 ***********************************************************************
 GZ0158  DESIGNATION -  I75 L 74
 GZ0158  PID         -  GZ0158
 GZ0158  STATE/COUNTY-  KY/MADISON
 GZ0158  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0158
 GZ0158                         *CURRENT SURVEY CONTROL
 GZ0158  ___________________________________________________________________
 GZ0158* NAD 83(1986)-  37 43 06.     (N)    084 18 03.     (W)     SCALED    
 GZ0158* NAVD 88     -       273.384  (meters)     896.93   (feet)  ADJUSTED  
 GZ0158  ___________________________________________________________________
 GZ0158  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GZ0158  DYNAMIC HT  -         273.180 (meters)     896.26  (feet)  COMP
 GZ0158  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 GZ0158
 GZ0158  VERT ORDER  -  SECOND    CLASS 0
 GZ0158
 GZ0158.The horizontal coordinates were scaled from a topographic map and have
 GZ0158.an estimated accuracy of +/- 6 seconds.
 GZ0158
 GZ0158.The orthometric height was determined by differential leveling
 GZ0158.and adjusted by the National Geodetic Survey in June 1991..
 GZ0158
 GZ0158.The geoid height was determined by GEOID03.
 GZ0158
 GZ0158.The dynamic height is computed by dividing the NAVD 88
 GZ0158.geopotential number by the normal gravity value computed on the
 GZ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0158.degrees latitude (g = 980.6199 gals.).
 GZ0158
 GZ0158.The modeled gravity was interpolated from observed gravity values.
 GZ0158
 GZ0158;                    North         East    Units  Estimated Accuracy
 GZ0158;SPC KY1Z     - 1,154,700.    1,627,750.      MT  (+/- 180 meters Scaled)
 GZ0158
 GZ0158                          SUPERSEDED SURVEY CONTROL
 GZ0158
 GZ0158  NGVD 29 (??/??/92)  273.530  (m)          897.41   (f) ADJ UNCH    2 0
 GZ0158
 GZ0158.Superseded values are not recommended for survey control.
 GZ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0158.See file dsdata.txt to determine how the superseded data were derived.
 GZ0158
 GZ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG379779(NAD 83)
 GZ0158_MARKER: DD = SURVEY DISK
 GZ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0158_STAMPING: I75-L74-1960
 GZ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0158+STABILITY: SURFACE MOTION
 GZ0158
 GZ0158  HISTORY     - Date     Condition        Report By
 GZ0158  HISTORY     - 1960     MONUMENTED       PAS
 GZ0158  HISTORY     - 1961     GOOD             PAS
 GZ0158
 GZ0158                          STATION DESCRIPTION
 GZ0158
 GZ0158'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0158'2 MI S FROM RICHMOND.
 GZ0158'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAYS 25 AND 421 FROM
 GZ0158'THE MADISON COUNTY COURT HOUSE IN RICHMOND, THENCE ABOUT 2.0
 GZ0158'MILES SOUTHWEST ALONG STATE HIGHWAY 52, THENCE ABOUT 0.75 MILE
 GZ0158'EAST ALONG A GRAVEL DRIVE, AT A GATE AT ENTRANCE TO MR. OSCAR
 GZ0158'TUDORS PROPERTY, 9.5 FEET SOUTHWEST OF CENTER OF DRIVE AT
 GZ0158'GATE, 6.0 FEET NORTHWEST OF FENCE CORNER, 1.8 FEET NORTHWEST
 GZ0158'OF A METAL WITNESS POST AND SIGN AND 1.3 FEET NORTH OF WIRE
 GZ0158'FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 GZ0158'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND STAMPED
 GZ0158'I75-L74-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0156 ***********************************************************************
 GZ0156  DESIGNATION -  I75 L 75
 GZ0156  PID         -  GZ0156
 GZ0156  STATE/COUNTY-  KY/MADISON
 GZ0156  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0156
 GZ0156                         *CURRENT SURVEY CONTROL
 GZ0156  ___________________________________________________________________
 GZ0156* NAD 83(1986)-  37 44 38.     (N)    084 17 15.     (W)     SCALED    
 GZ0156* NAVD 88     -       288.553  (meters)     946.69   (feet)  ADJUSTED  
 GZ0156  ___________________________________________________________________
 GZ0156  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GZ0156  DYNAMIC HT  -         288.338 (meters)     945.99  (feet)  COMP
 GZ0156  MODELED GRAV-     979,877.8   (mgal)                       NAVD 88
 GZ0156
 GZ0156  VERT ORDER  -  SECOND    CLASS 0
 GZ0156
 GZ0156.The horizontal coordinates were scaled from a topographic map and have
 GZ0156.an estimated accuracy of +/- 6 seconds.
 GZ0156
 GZ0156.The orthometric height was determined by differential leveling
 GZ0156.and adjusted by the National Geodetic Survey in June 1991..
 GZ0156
 GZ0156.The geoid height was determined by GEOID03.
 GZ0156
 GZ0156.The dynamic height is computed by dividing the NAVD 88
 GZ0156.geopotential number by the normal gravity value computed on the
 GZ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0156.degrees latitude (g = 980.6199 gals.).
 GZ0156
 GZ0156.The modeled gravity was interpolated from observed gravity values.
 GZ0156
 GZ0156;                    North         East    Units  Estimated Accuracy
 GZ0156;SPC KY1Z     - 1,157,560.    1,628,880.      MT  (+/- 180 meters Scaled)
 GZ0156
 GZ0156                          SUPERSEDED SURVEY CONTROL
 GZ0156
 GZ0156  NGVD 29 (??/??/92)  288.701  (m)          947.18   (f) ADJ UNCH    2 0
 GZ0156
 GZ0156.Superseded values are not recommended for survey control.
 GZ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0156.See file dsdata.txt to determine how the superseded data were derived.
 GZ0156
 GZ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG389808(NAD 83)
 GZ0156_MARKER: DD = SURVEY DISK
 GZ0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0156_STAMPING: I75-L75-1960
 GZ0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0156+STABILITY: SURFACE MOTION
 GZ0156
 GZ0156  HISTORY     - Date     Condition        Report By
 GZ0156  HISTORY     - 1960     MONUMENTED       PAS
 GZ0156
 GZ0156                          STATION DESCRIPTION
 GZ0156
 GZ0156'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0156'0.4 MI SE FROM RICHMOND.
 GZ0156'ABOUT 0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 25 AND 421 FROM
 GZ0156'THE MADISON COUNTY COURT HOUSE IN RICHMOND, AT THE L AND N
 GZ0156'RAILROAD STATION, ABOUT 106 FEET NORTHWEST OF THE NEAR RAIL
 GZ0156'OF THE SOUTH BOUND TRACK, 103 FEET WEST OF THE NORTHWEST CORNER
 GZ0156'OF CONCRETE BASE FOR STOP SIGNAL AT CROSSING, 94.5 FEET NORTH
 GZ0156'OF THE NORTHEAST CORNER OF STATION, 56.5 FEET NORTHEAST OF A
 GZ0156'36 INCH ELM TREE AND 2.0 FEET EAST OF A METAL WITNESS POST AND
 GZ0156'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 GZ0156'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AND STAMPED
 GZ0156'I75-L75-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0155 ***********************************************************************
 GZ0155  DESIGNATION -  I75 L 76
 GZ0155  PID         -  GZ0155
 GZ0155  STATE/COUNTY-  KY/MADISON
 GZ0155  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0155
 GZ0155                         *CURRENT SURVEY CONTROL
 GZ0155  ___________________________________________________________________
 GZ0155* NAD 83(1986)-  37 44 30.     (N)    084 18 53.     (W)     SCALED    
 GZ0155* NAVD 88     -       301.074  (meters)     987.77   (feet)  ADJUSTED  
 GZ0155  ___________________________________________________________________
 GZ0155  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GZ0155  DYNAMIC HT  -         300.851 (meters)     987.04  (feet)  COMP
 GZ0155  MODELED GRAV-     979,880.2   (mgal)                       NAVD 88
 GZ0155
 GZ0155  VERT ORDER  -  SECOND    CLASS 0
 GZ0155
 GZ0155.The horizontal coordinates were scaled from a topographic map and have
 GZ0155.an estimated accuracy of +/- 6 seconds.
 GZ0155
 GZ0155.The orthometric height was determined by differential leveling
 GZ0155.and adjusted by the National Geodetic Survey in June 1991..
 GZ0155
 GZ0155.The geoid height was determined by GEOID03.
 GZ0155
 GZ0155.The dynamic height is computed by dividing the NAVD 88
 GZ0155.geopotential number by the normal gravity value computed on the
 GZ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0155.degrees latitude (g = 980.6199 gals.).
 GZ0155
 GZ0155.The modeled gravity was interpolated from observed gravity values.
 GZ0155
 GZ0155;                    North         East    Units  Estimated Accuracy
 GZ0155;SPC KY1Z     - 1,157,270.    1,626,490.      MT  (+/- 180 meters Scaled)
 GZ0155
 GZ0155                          SUPERSEDED SURVEY CONTROL
 GZ0155
 GZ0155  NGVD 29 (??/??/92)  301.222  (m)          988.26   (f) ADJ UNCH    2 0
 GZ0155
 GZ0155.Superseded values are not recommended for survey control.
 GZ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0155.See file dsdata.txt to determine how the superseded data were derived.
 GZ0155
 GZ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG366805(NAD 83)
 GZ0155_MARKER: DD = SURVEY DISK
 GZ0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0155_STAMPING: I75-L76-1960
 GZ0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0155+STABILITY: SURFACE MOTION
 GZ0155
 GZ0155  HISTORY     - Date     Condition        Report By
 GZ0155  HISTORY     - 1960     MONUMENTED       PAS
 GZ0155
 GZ0155                          STATION DESCRIPTION
 GZ0155
 GZ0155'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0155'1.4 MI W FROM RICHMOND.
 GZ0155'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 25 AND 421 FROM
 GZ0155'THE MADISON COUNTY COURT HOUSE IN RICHMOND, THENCE ABOUT 0.65
 GZ0155'MILE SOUTHWEST ALONG STATE HIGHWAY 52 (LANCASTER AVENUE) TO
 GZ0155'BARNES MILL ROAD AT EASTERN STATE COLLEGE, THENCE ABOUT 0.7
 GZ0155'MILE WEST ALONG BARNES MILL ROAD, ABOUT 200 FEET EAST OF A
 GZ0155'2 STORY FRAME HOUSE, 28.5 FEET SOUTHEAST OF THE CENTER OF ROAD,
 GZ0155'10.5 FEET SOUTH SOUTHWEST OF A COMBINATION POWER TELEPHONE POLE,
 GZ0155'2.3 FEET WEST OF A METAL WITNESS POST AND SIGN, 2.1 FEET
 GZ0155'NORTHWEST OF WIRE FENCE AND ABOUT 4 FEET HIGHER THAN ROAD.  A
 GZ0155'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0155'A CONCRETE POST PROJECTING 2 INCHES AND STAMPED I75-L76-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0152 ***********************************************************************
 GZ0152  DESIGNATION -  I75 L 77
 GZ0152  PID         -  GZ0152
 GZ0152  STATE/COUNTY-  KY/MADISON
 GZ0152  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0152
 GZ0152                         *CURRENT SURVEY CONTROL
 GZ0152  ___________________________________________________________________
 GZ0152* NAD 83(1986)-  37 44 54.     (N)    084 17 49.     (W)     SCALED    
 GZ0152* NAVD 88     -       297.172  (meters)     974.97   (feet)  ADJUSTED  
 GZ0152  ___________________________________________________________________
 GZ0152  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GZ0152  DYNAMIC HT  -         296.952 (meters)     974.25  (feet)  COMP
 GZ0152  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 GZ0152
 GZ0152  VERT ORDER  -  SECOND    CLASS 0
 GZ0152
 GZ0152.The horizontal coordinates were scaled from a topographic map and have
 GZ0152.an estimated accuracy of +/- 6 seconds.
 GZ0152
 GZ0152.The orthometric height was determined by differential leveling
 GZ0152.and adjusted by the National Geodetic Survey in June 1991..
 GZ0152
 GZ0152.The geoid height was determined by GEOID03.
 GZ0152
 GZ0152.The dynamic height is computed by dividing the NAVD 88
 GZ0152.geopotential number by the normal gravity value computed on the
 GZ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0152.degrees latitude (g = 980.6199 gals.).
 GZ0152
 GZ0152.The modeled gravity was interpolated from observed gravity values.
 GZ0152
 GZ0152;                    North         East    Units  Estimated Accuracy
 GZ0152;SPC KY1Z     - 1,158,040.    1,628,040.      MT  (+/- 180 meters Scaled)
 GZ0152
 GZ0152                          SUPERSEDED SURVEY CONTROL
 GZ0152
 GZ0152  NGVD 29 (??/??/92)  297.320  (m)          975.46   (f) ADJ UNCH    2 0
 GZ0152
 GZ0152.Superseded values are not recommended for survey control.
 GZ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0152.See file dsdata.txt to determine how the superseded data were derived.
 GZ0152
 GZ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG381813(NAD 83)
 GZ0152_MARKER: DD = SURVEY DISK
 GZ0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0152_SP_SET: STEPS
 GZ0152_STAMPING: I75-L77-1960
 GZ0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0152
 GZ0152  HISTORY     - Date     Condition        Report By
 GZ0152  HISTORY     - 1960     MONUMENTED       PAS
 GZ0152
 GZ0152                          STATION DESCRIPTION
 GZ0152
 GZ0152'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0152'AT RICHMOND.
 GZ0152'AT RICHMOND, AT THE FRONT ENTRANCE TO THE POST OFFICE BUILDING,
 GZ0152'41.6 FEET NORTHEAST OF THE CENTERLINE OF WEST MAIN STREET,
 GZ0152'14.5 FEET NORTHEAST OF THE WEST EDGE OF SIDEWALK, 0.5 FOOT
 GZ0152'NORTH OF THE NORTH FACE OF SOUTH PARAPET WALL OF STEPS.  A
 GZ0152'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP
 GZ0152'OF THE THIRD CONCRETE STEP AND STAMPED I75-L77-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0149 ***********************************************************************
 GZ0149  DESIGNATION -  I75 L 79
 GZ0149  PID         -  GZ0149
 GZ0149  STATE/COUNTY-  KY/MADISON
 GZ0149  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0149
 GZ0149                         *CURRENT SURVEY CONTROL
 GZ0149  ___________________________________________________________________
 GZ0149* NAD 83(1986)-  37 45 17.     (N)    084 18 17.     (W)     SCALED    
 GZ0149* NAVD 88     -       298.358  (meters)     978.86   (feet)  ADJUSTED  
 GZ0149  ___________________________________________________________________
 GZ0149  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GZ0149  DYNAMIC HT  -         298.137 (meters)     978.14  (feet)  COMP
 GZ0149  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 GZ0149
 GZ0149  VERT ORDER  -  SECOND    CLASS 0
 GZ0149
 GZ0149.The horizontal coordinates were scaled from a topographic map and have
 GZ0149.an estimated accuracy of +/- 6 seconds.
 GZ0149
 GZ0149.The orthometric height was determined by differential leveling
 GZ0149.and adjusted by the National Geodetic Survey in June 1991..
 GZ0149
 GZ0149.The geoid height was determined by GEOID03.
 GZ0149
 GZ0149.The dynamic height is computed by dividing the NAVD 88
 GZ0149.geopotential number by the normal gravity value computed on the
 GZ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0149.degrees latitude (g = 980.6199 gals.).
 GZ0149
 GZ0149.The modeled gravity was interpolated from observed gravity values.
 GZ0149
 GZ0149;                    North         East    Units  Estimated Accuracy
 GZ0149;SPC KY1Z     - 1,158,740.    1,627,350.      MT  (+/- 180 meters Scaled)
 GZ0149
 GZ0149                          SUPERSEDED SURVEY CONTROL
 GZ0149
 GZ0149  NGVD 29 (??/??/92)  298.507  (m)          979.35   (f) ADJ UNCH    2 0
 GZ0149
 GZ0149.Superseded values are not recommended for survey control.
 GZ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0149.See file dsdata.txt to determine how the superseded data were derived.
 GZ0149
 GZ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG374820(NAD 83)
 GZ0149_MARKER: DD = SURVEY DISK
 GZ0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0149_SP_SET: SIDEWALK
 GZ0149_STAMPING: I75-L79-1960
 GZ0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0149
 GZ0149  HISTORY     - Date     Condition        Report By
 GZ0149  HISTORY     - 1960     MONUMENTED       PAS
 GZ0149
 GZ0149                          STATION DESCRIPTION
 GZ0149
 GZ0149'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0149'0.8 MI NW FROM RICHMOND.
 GZ0149'ABOUT 0.75 MILE NORTHWEST ALONG U.S. HIGHWAY 25 AND 421 FROM THE
 GZ0149'MADISON COUNTY COURT HOUSE IN RICHMOND, AT THE JUNCTION OF
 GZ0149'STATE HIGHWAY 169, 24.4 FEET WEST OF THE CENTERLINE OF WEST
 GZ0149'MAIN STREET (U.S. 25 AND 421), 18.8 FEET NORTH OF THE CENTERLINE
 GZ0149'OF SOUTH WESTOVER AVENUE (STATE HIGHWAY 169), 10.7 FEET SOUTH
 GZ0149'SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE COLUMN, 1.1 FEET
 GZ0149'NORTH OF THE SOUTH FACE OF CURB.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0149'BENCH MARK DISK SET IN SIDEWALK AND STAMPED I75-L79-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0413 ***********************************************************************
 GB0413  DESIGNATION -  I75 L 8
 GB0413  PID         -  GB0413
 GB0413  STATE/COUNTY-  KY/LAUREL
 GB0413  USGS QUAD   -  VOX (1982)
 GB0413
 GB0413                         *CURRENT SURVEY CONTROL
 GB0413  ___________________________________________________________________
 GB0413* NAD 83(1986)-  36 59 57.     (N)    084 10 10.     (W)     SCALED    
 GB0413* NAVD 88     -       384.353  (meters)    1261.00   (feet)  ADJUSTED  
 GB0413  ___________________________________________________________________
 GB0413  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GB0413  DYNAMIC HT  -         384.048 (meters)    1260.00  (feet)  COMP
 GB0413  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 GB0413
 GB0413  VERT ORDER  -  SECOND    CLASS 0
 GB0413
 GB0413.The horizontal coordinates were scaled from a topographic map and have
 GB0413.an estimated accuracy of +/- 6 seconds.
 GB0413
 GB0413.The orthometric height was determined by differential leveling
 GB0413.and adjusted by the National Geodetic Survey in June 1991..
 GB0413
 GB0413.The geoid height was determined by GEOID03.
 GB0413
 GB0413.The dynamic height is computed by dividing the NAVD 88
 GB0413.geopotential number by the normal gravity value computed on the
 GB0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0413.degrees latitude (g = 980.6199 gals.).
 GB0413
 GB0413.The modeled gravity was interpolated from observed gravity values.
 GB0413
 GB0413;                    North         East    Units  Estimated Accuracy
 GB0413;SPC KY1Z     - 1,075,090.    1,640,690.      MT  (+/- 180 meters Scaled)
 GB0413
 GB0413                          SUPERSEDED SURVEY CONTROL
 GB0413
 GB0413  NGVD 29 (??/??/92)  384.504  (m)         1261.49   (f) ADJ UNCH    2 0
 GB0413
 GB0413.Superseded values are not recommended for survey control.
 GB0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0413.See file dsdata.txt to determine how the superseded data were derived.
 GB0413
 GB0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF518985(NAD 83)
 GB0413_MARKER: DD = SURVEY DISK
 GB0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0413_STAMPING: I-75 L-8 1961
 GB0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0413+STABILITY: SURFACE MOTION
 GB0413
 GB0413  HISTORY     - Date     Condition        Report By
 GB0413  HISTORY     - 1961     MONUMENTED       PAS
 GB0413  HISTORY     - 1962     GOOD             NGS
 GB0413
 GB0413                          STATION DESCRIPTION
 GB0413
 GB0413'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GB0413'AT KEAVY.
 GB0413'AT THE ELEMENTARY SCHOOL AT KEAVY, 69.6 FEET EAST OF THE
 GB0413'SOUTHEAST CORNER OF SCHOOL, 30 FEET NORTHWEST OF THE CENTER OF
 GB0413'STATE HIGHWAY 312, 2.7 FEET NORTHEAST OF A POWER POLE WITH
 GB0413'TRANSFORMER AND 2.7 FEET SOUTHEAST OF METAL WITNESS POST AND
 GB0413'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 GB0413'TOP OF CONCRETE POST PROJECTING 2-INCHES AND STAMPED I-75 L-8
 GB0413'1961.
 GB0413
 GB0413                          STATION RECOVERY (1962)
 GB0413
 GB0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0144 ***********************************************************************
 GZ0144  DESIGNATION -  I75 L 80
 GZ0144  PID         -  GZ0144
 GZ0144  STATE/COUNTY-  KY/MADISON
 GZ0144  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0144
 GZ0144                         *CURRENT SURVEY CONTROL
 GZ0144  ___________________________________________________________________
 GZ0144* NAD 83(1986)-  37 46 22.     (N)    084 18 51.     (W)     SCALED    
 GZ0144* NAVD 88     -       282.695  (meters)     927.48   (feet)  ADJUSTED  
 GZ0144  ___________________________________________________________________
 GZ0144  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GZ0144  DYNAMIC HT  -         282.487 (meters)     926.79  (feet)  COMP
 GZ0144  MODELED GRAV-     979,887.8   (mgal)                       NAVD 88
 GZ0144
 GZ0144  VERT ORDER  -  SECOND    CLASS 0
 GZ0144
 GZ0144.The horizontal coordinates were scaled from a topographic map and have
 GZ0144.an estimated accuracy of +/- 6 seconds.
 GZ0144
 GZ0144.The orthometric height was determined by differential leveling
 GZ0144.and adjusted by the National Geodetic Survey in June 1991..
 GZ0144
 GZ0144.The geoid height was determined by GEOID03.
 GZ0144
 GZ0144.The dynamic height is computed by dividing the NAVD 88
 GZ0144.geopotential number by the normal gravity value computed on the
 GZ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0144.degrees latitude (g = 980.6199 gals.).
 GZ0144
 GZ0144.The modeled gravity was interpolated from observed gravity values.
 GZ0144
 GZ0144;                    North         East    Units  Estimated Accuracy
 GZ0144;SPC KY1Z     - 1,160,730.    1,626,480.      MT  (+/- 180 meters Scaled)
 GZ0144
 GZ0144                          SUPERSEDED SURVEY CONTROL
 GZ0144
 GZ0144  NGVD 29 (??/??/92)  282.845  (m)          927.97   (f) ADJ UNCH    2 0
 GZ0144
 GZ0144.Superseded values are not recommended for survey control.
 GZ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0144.See file dsdata.txt to determine how the superseded data were derived.
 GZ0144
 GZ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG365840(NAD 83)
 GZ0144_MARKER: DD = SURVEY DISK
 GZ0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0144_STAMPING: I75-L80-1960
 GZ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0144+STABILITY: SURFACE MOTION
 GZ0144
 GZ0144  HISTORY     - Date     Condition        Report By
 GZ0144  HISTORY     - 1960     MONUMENTED       PAS
 GZ0144
 GZ0144                          STATION DESCRIPTION
 GZ0144
 GZ0144'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0144'2.2 MI NW FROM RICHMOND.
 GZ0144'ABOUT 2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 25 AND 421 FROM
 GZ0144'THE MADISON COUNTY COURT HOUSE IN RICHMOND, ABOUT 100 FEET NORTH
 GZ0144'NORTHEAST OF INTERSECTION OF HIGHWAY AND DRIVE NORTHEAST, 64.0
 GZ0144'FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY, 21.2 FEET NORTH
 GZ0144'NORTHWEST OF A POWER POLE, 19.5 FEET WEST OF A 24 INCH LOCUST
 GZ0144'TREE, 2.0 FEET WEST SOUTHWEST OF WIRE FENCE, 1.6 FEET WEST
 GZ0144'SOUTHWEST OF A METAL WITNESS POST AND SIGN AND ABOUT LEVEL
 GZ0144'WITH HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 GZ0144'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 GZ0144'STAMPED I75-L80-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0140 ***********************************************************************
 GZ0140  DESIGNATION -  I75 L 81
 GZ0140  PID         -  GZ0140
 GZ0140  STATE/COUNTY-  KY/MADISON
 GZ0140  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0140
 GZ0140                         *CURRENT SURVEY CONTROL
 GZ0140  ___________________________________________________________________
 GZ0140* NAD 83(1986)-  37 47 35.     (N)    084 19 42.     (W)     SCALED    
 GZ0140* NAVD 88     -       269.744  (meters)     884.99   (feet)  ADJUSTED  
 GZ0140  ___________________________________________________________________
 GZ0140  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GZ0140  DYNAMIC HT  -         269.548 (meters)     884.34  (feet)  COMP
 GZ0140  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 GZ0140
 GZ0140  VERT ORDER  -  SECOND    CLASS 0
 GZ0140
 GZ0140.The horizontal coordinates were scaled from a topographic map and have
 GZ0140.an estimated accuracy of +/- 6 seconds.
 GZ0140
 GZ0140.The orthometric height was determined by differential leveling
 GZ0140.and adjusted by the National Geodetic Survey in June 1991..
 GZ0140
 GZ0140.The geoid height was determined by GEOID03.
 GZ0140
 GZ0140.The dynamic height is computed by dividing the NAVD 88
 GZ0140.geopotential number by the normal gravity value computed on the
 GZ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0140.degrees latitude (g = 980.6199 gals.).
 GZ0140
 GZ0140.The modeled gravity was interpolated from observed gravity values.
 GZ0140
 GZ0140;                    North         East    Units  Estimated Accuracy
 GZ0140;SPC KY1Z     - 1,162,960.    1,625,200.      MT  (+/- 180 meters Scaled)
 GZ0140
 GZ0140                          SUPERSEDED SURVEY CONTROL
 GZ0140
 GZ0140  NGVD 29 (??/??/92)  269.896  (m)          885.48   (f) ADJ UNCH    2 0
 GZ0140
 GZ0140.Superseded values are not recommended for survey control.
 GZ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0140.See file dsdata.txt to determine how the superseded data were derived.
 GZ0140
 GZ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG352862(NAD 83)
 GZ0140_MARKER: DD = SURVEY DISK
 GZ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0140_STAMPING: I75-L81-1960
 GZ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0140+STABILITY: SURFACE MOTION
 GZ0140
 GZ0140  HISTORY     - Date     Condition        Report By
 GZ0140  HISTORY     - 1960     MONUMENTED       PAS
 GZ0140
 GZ0140                          STATION DESCRIPTION
 GZ0140
 GZ0140'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0140'4 MI N FROM RICHMOND.
 GZ0140'ABOUT 3.95 MILES NORTHWEST AND NORTH ALONG U.S. HIGHWAY 25 AND
 GZ0140'421 FROM THE MADISON COUNTY COURT HOUSE IN RICHMOND, AT THE ENTRANCE
 GZ0140'TO MR. L.W. MYERS RESIDENCE, 42.5 FEET SOUTHEAST OF THE NORTHEAST
 GZ0140'CORNER OF STONE COLUMN ON SOUTH SIDE OF DRIVE AT IRON GATE,
 GZ0140'37.5 FEET SOUTH OF CENTER OF DRIVE, 30.1 FEET WEST OF THE
 GZ0140'CENTERLINE OF HIGHWAY, 2.4 FEET EAST OF STONE FENCE AND ABOUT
 GZ0140'2 FEET LOWER THAN HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0140'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 GZ0140'GROUND AND STAMPED I75-L81-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0138 ***********************************************************************
 GZ0138  DESIGNATION -  I75 L 82
 GZ0138  PID         -  GZ0138
 GZ0138  STATE/COUNTY-  KY/MADISON
 GZ0138  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0138
 GZ0138                         *CURRENT SURVEY CONTROL
 GZ0138  ___________________________________________________________________
 GZ0138* NAD 83(1986)-  37 48 46.     (N)    084 19 33.     (W)     SCALED    
 GZ0138* NAVD 88     -       276.027  (meters)     905.60   (feet)  ADJUSTED  
 GZ0138  ___________________________________________________________________
 GZ0138  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GZ0138  DYNAMIC HT  -         275.827 (meters)     904.94  (feet)  COMP
 GZ0138  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 GZ0138
 GZ0138  VERT ORDER  -  SECOND    CLASS 0
 GZ0138
 GZ0138.The horizontal coordinates were scaled from a topographic map and have
 GZ0138.an estimated accuracy of +/- 6 seconds.
 GZ0138
 GZ0138.The orthometric height was determined by differential leveling
 GZ0138.and adjusted by the National Geodetic Survey in June 1991..
 GZ0138
 GZ0138.The geoid height was determined by GEOID03.
 GZ0138
 GZ0138.The dynamic height is computed by dividing the NAVD 88
 GZ0138.geopotential number by the normal gravity value computed on the
 GZ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0138.degrees latitude (g = 980.6199 gals.).
 GZ0138
 GZ0138.The modeled gravity was interpolated from observed gravity values.
 GZ0138
 GZ0138;                    North         East    Units  Estimated Accuracy
 GZ0138;SPC KY1Z     - 1,165,150.    1,625,390.      MT  (+/- 180 meters Scaled)
 GZ0138
 GZ0138                          SUPERSEDED SURVEY CONTROL
 GZ0138
 GZ0138  NGVD 29 (??/??/92)  276.180  (m)          906.10   (f) ADJ UNCH    2 0
 GZ0138
 GZ0138.Superseded values are not recommended for survey control.
 GZ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0138.See file dsdata.txt to determine how the superseded data were derived.
 GZ0138
 GZ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG354884(NAD 83)
 GZ0138_MARKER: DD = SURVEY DISK
 GZ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0138_STAMPING: I75-L82-1960
 GZ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0138+STABILITY: SURFACE MOTION
 GZ0138
 GZ0138  HISTORY     - Date     Condition        Report By
 GZ0138  HISTORY     - 1960     MONUMENTED       PAS
 GZ0138
 GZ0138                          STATION DESCRIPTION
 GZ0138
 GZ0138'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0138'5.4 MI N FROM RICHMOND.
 GZ0138'ABOUT 5.35 MILES NORTHWEST AND NORTH ALONG U.S. HIGHWAY 25 AND
 GZ0138'421 FROM THE MADISON COUNTY COURT HOUSE IN RICHMOND, AT THE
 GZ0138'TOP OF A GRADE AT PRIVATE DRIVE EAST, 65.6 FEET EAST OF THE
 GZ0138'CENTERLINE OF HIGHWAY, 26.9 FEET SOUTH OF POWER POLE, 24 FEET
 GZ0138'NORTH OF CENTER OF DRIVE, 5.1 FEET NORTHWEST OF NORTH
 GZ0138'GATE POST, 2.1 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN,
 GZ0138'2.0 FEET WEST OF WIRE FENCE AND ABOUT 2 FEET LOWER THAN HIGHWAY.
 GZ0138'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE
 GZ0138'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND STAMPED I75-L82-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0132 ***********************************************************************
 GZ0132  CBN         -  This is a Cooperative Base Network Control Station.
 GZ0132  DESIGNATION -  I75 L 83
 GZ0132  PID         -  GZ0132
 GZ0132  STATE/COUNTY-  KY/MADISON
 GZ0132  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0132
 GZ0132                         *CURRENT SURVEY CONTROL
 GZ0132  ___________________________________________________________________
 GZ0132* NAD 83(1993)-  37 51 34.68569(N)    084 19 59.19617(W)     ADJUSTED  
 GZ0132* NAVD 88     -       286.293  (meters)     939.28   (feet)  ADJUSTED  
 GZ0132  ___________________________________________________________________
 GZ0132  X           -     497,891.230 (meters)                     COMP
 GZ0132  Y           -  -5,017,564.276 (meters)                     COMP
 GZ0132  Z           -   3,893,310.905 (meters)                     COMP
 GZ0132  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 GZ0132  ELLIP HEIGHT-         253.79  (meters)          (11/03/04) GPS OBS
 GZ0132  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 GZ0132  DYNAMIC HT  -         286.087 (meters)     938.60  (feet)  COMP
 GZ0132  MODELED GRAV-     979,903.0   (mgal)                       NAVD 88
 GZ0132
 GZ0132  HORZ ORDER  -  B
 GZ0132  VERT ORDER  -  SECOND    CLASS 0
 GZ0132  ELLP ORDER  -  THIRD     CLASS I
 GZ0132
 GZ0132.The horizontal coordinates were established by GPS observations
 GZ0132.and adjusted by the National Geodetic Survey in September 1994..
 GZ0132
 GZ0132.The orthometric height was determined by differential leveling
 GZ0132.and adjusted by the National Geodetic Survey in June 1991..
 GZ0132
 GZ0132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ0132
 GZ0132.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0132
 GZ0132.The ellipsoidal height was determined by GPS observations
 GZ0132.and is referenced to NAD 83.
 GZ0132
 GZ0132.The geoid height was determined by GEOID03.
 GZ0132
 GZ0132.The dynamic height is computed by dividing the NAVD 88
 GZ0132.geopotential number by the normal gravity value computed on the
 GZ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0132.degrees latitude (g = 980.6199 gals.).
 GZ0132
 GZ0132.The modeled gravity was interpolated from observed gravity values.
 GZ0132
 GZ0132;                    North         East     Units Scale Factor Converg.
 GZ0132;SPC KY1Z     - 1,170,338.983 1,624,669.125   MT  0.99990498   +0 52 11.7
 GZ0132;SPC KY1Z     - 3,839,687.15  5,330,268.62   sFT  0.99990498   +0 52 11.7
 GZ0132;SPC KY S     -   670,320.267   624,679.514   MT  0.99998738   +0 51 33.4
 GZ0132;SPC KY S     - 2,199,209.08  2,049,469.37   sFT  0.99998738   +0 51 33.4
 GZ0132;SPC KY N     -    39,921.624   492,686.218   MT  1.00001792   -0 03 06.1
 GZ0132;SPC KY N     -   130,976.19  1,616,421.37   sFT  1.00001792   -0 03 06.1
 GZ0132;UTM  16      - 4,193,593.825   734,612.496   MT  1.00027800   +1 38 15.0
 GZ0132
 GZ0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0132!SPC KY1Z     -   0.99996018  x   0.99990498  =   0.99986516
 GZ0132!SPC KY S     -   0.99996018  x   0.99998738  =   0.99994756
 GZ0132!SPC KY N     -   0.99996018  x   1.00001792  =   0.99997810
 GZ0132!UTM  16      -   0.99996018  x   1.00027800  =   1.00023817
 GZ0132
 GZ0132                          SUPERSEDED SURVEY CONTROL
 GZ0132
 GZ0132  ELLIP H (09/07/94)  253.79   (m)                       GP(       ) 4 1
 GZ0132  NAD 83(1986)-  37 51 34.69097(N)    084 19 59.20499(W) AD(       ) 3
 GZ0132  NAVD 88 (01/09/97)  286.29   (m)          939.3    (f) LEVELING    3  
 GZ0132  NGVD 29 (??/??/92)  286.448  (m)          939.79   (f) ADJ UNCH    2 0
 GZ0132
 GZ0132.Superseded values are not recommended for survey control.
 GZ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0132.See file dsdata.txt to determine how the superseded data were derived.
 GZ0132
 GZ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3461293594(NAD 83)
 GZ0132_MARKER: DD = SURVEY DISK
 GZ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0132_SP_SET: CONCRETE POST
 GZ0132_STAMPING: I75-T88 1964
 GZ0132_MARK LOGO: KYHD  
 GZ0132_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0132+STABILITY: SURFACE MOTION
 GZ0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ0132+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 GZ0132
 GZ0132  HISTORY     - Date     Condition        Report By
 GZ0132  HISTORY     - 1960     MONUMENTED       KYDT
 GZ0132  HISTORY     - 19881205 GOOD             NGS
 GZ0132  HISTORY     - 19890405 GOOD
 GZ0132  HISTORY     - 19930922 GOOD             NGS
 GZ0132  HISTORY     - 19951014 GOOD             LOWE
 GZ0132  HISTORY     - 20011008 GOOD             KYDT
 GZ0132  HISTORY     - 20021202 GOOD             WOOLPT
 GZ0132  HISTORY     - 20041027 GOOD             KYTC
 GZ0132
 GZ0132                          STATION DESCRIPTION
 GZ0132
 GZ0132'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1960
 GZ0132'6.5 MI SE FROM ATHENS.
 GZ0132'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0132'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.1 MILES SOUTH
 GZ0132'ALONG CLEVELAND ROAD, THENCE ABOUT 5.1 MILES SOUTHEAST AND SOUTH
 GZ0132'ALONG U.S. HIGHWAY 25 AND 421, ABOUT 8.7 MILES NORTHWEST AND
 GZ0132'NORTH ALONG U.S. 25 AND 421 FROM THE MADISON COUNTY COURT HOUSE
 GZ0132'IN RICHMOND, 77 FEET NORTH NORTHWEST OF INTERSECTION OF HIGHWAY
 GZ0132'AND DRIVE EAST TO THE OLD ACRES FARM, 48 FEET NORTH OF CENTER
 GZ0132'OF FARM ROAD AT CATTLE GUARD, 45.5 FEET SOUTHEAST OF COMBINATION
 GZ0132'POWER TELEPHONE POLE 507, 26.5 FEET WEST OF CENTERLINE OF HIGHWAY,
 GZ0132'1.9 FEET EAST OF A WIRE FENCE, 1.5 FEET EAST OF A METAL WITNESS
 GZ0132'POST AND SIGN, AND ABOUT 3 FEET HIGHER THAN HIGHWAY.  A KENTUCKY
 GZ0132'DEPARTMENT OF HIGHWAYS BENCH MARK SET IN THE TOP OF A CONCRETE
 GZ0132'POST PROJECTING 2 INCHES AND STAMPED I75-L83-1960.
 GZ0132
 GZ0132                          STATION RECOVERY (1988)
 GZ0132
 GZ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GZ0132'THE STATION IS LOCATED ABOUT 12.1 KM (7.50 MI) NORTH OF RICHMOND, 3.2
 GZ0132'KM (2.00 MI) SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAYS 25 AND
 GZ0132'421 AND INTERSTATE HIGHWAY 75, EXIT 97.  THE MARK IS ON THE WEST
 GZ0132'RIGHT-OF-WAY OF STATE HIGHWAYS 25 AND 421, NEXT TO A CHICKEN WIRE
 GZ0132'FENCE AND NORTH OF THE JUNCTION OF LOWER HINES CREEK ROAD.
 GZ0132'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 GZ0132'STATE HIGHWAYS 25 AND 421, NORTHWEST OF RICHMOND, DRIVE EAST, THEN
 GZ0132'SOUTH, FOR 2.37 KM (1.45 MI) ON STATE HIGHWAYS 25 AND 421 TO A PAVED
 GZ0132'ROAD RIGHT, HINES CREEK ROAD, AND THE STATION ON THE RIGHT.
 GZ0132'THE STATION IS A DEPARTMENT OF HIGHWAYS, COMMONWEALTH OF KENTUCKY, AND
 GZ0132'CGS BENCHMARK DISK STAMPED---I-75 L-83 1960---, SET IN A CONCRETE POST
 GZ0132'PROJECTING 0.1 M (0.3 FT) AND ABOUT 1.0 M (3.3 FT) HIGHER THAN THE
 GZ0132'HIGHWAY.  LOCATED 15.5 M (50.9 FT) NORTH OF LOWER HINES CREEK ROAD,
 GZ0132'9.0 M (29.5 FT) WEST OF THE CENTERLINE OF HIGHWAYS 25 AND 421 AND 0.5
 GZ0132'M (1.6 FT) EAST OF A METAL WITNESS POST.  NOTE--STATION IS NEXT TO A
 GZ0132'FENCE, MAY NEED A TALL TRIPOD.
 GZ0132'DESCRIBED BY M.J. WELLSLAGER.
 GZ0132
 GZ0132                          STATION RECOVERY (1989)
 GZ0132
 GZ0132'RECOVERED 1989
 GZ0132'RECOVERED IN GOOD CONDITION.
 GZ0132
 GZ0132                          STATION RECOVERY (1993)
 GZ0132
 GZ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GZ0132'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF RICHMOND, 2.0
 GZ0132'MI (3.2 KM) SOUTHWEST OF INTERSTATE HIGHWAY 75 EXIT 97, 2.0 MI
 GZ0132'(3.2 KM) SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAYS 25, 421 AND
 GZ0132'INTERSTATE 75 AND IS ON THE WESTERN RIGHT OF WAY FOR STATE HIGHWAYS
 GZ0132'25 AND 421. OWNERSHIP--HIGHWAY RIGHT OF WAY.
 GZ0132'TO REACH THE STATION FROM THE EXIT 97 OVERPASS BRIDGE, INTERCHANGE OF
 GZ0132'INTERSTATE 75 AND STATE HIGHWAYS 25 AND 421, GO WEST THEN SOUTH 1.5
 GZ0132'MI (2.4 KM) ON STATE HIGHWAYS 25 AND 421 TO LOWER HINES CREEK ROAD
 GZ0132'RIGHT AND THE STATION ON THE RIGHT.
 GZ0132'THE STATION PROJECTS 8 CM ABOVE THE GROUND.  LOCATED 15.5 M (50.9 FT)
 GZ0132'NORTH OF CENTER OF LOWER HINES CREEK ROAD, 9.0 M (29.5 FT) WEST OF THE
 GZ0132'CENTERLINE OF HIGHWAYS 25 AND 421, 0.8 M (2.6 FT) EAST FROM A BOARD
 GZ0132'FENCE AND 0.5 M (1.6 FT) EAST OF A METAL WITNESS POST.
 GZ0132
 GZ0132                          STATION RECOVERY (1995)
 GZ0132
 GZ0132'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GZ0132'RECOVERED AS DESCRIBED.
 GZ0132
 GZ0132                          STATION RECOVERY (2001)
 GZ0132
 GZ0132'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (GT)
 GZ0132'RECOVERED IN GOOD CONDITION.
 GZ0132
 GZ0132                          STATION RECOVERY (2002)
 GZ0132
 GZ0132'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GZ0132'RECOVERED AS DESCRIBED.
 GZ0132
 GZ0132                          STATION RECOVERY (2004)
 GZ0132
 GZ0132'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2004 (AF)
 GZ0132'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0131 ***********************************************************************
 GZ0131  DESIGNATION -  I75 L 84
 GZ0131  PID         -  GZ0131
 GZ0131  STATE/COUNTY-  KY/MADISON
 GZ0131  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0131
 GZ0131                         *CURRENT SURVEY CONTROL
 GZ0131  ___________________________________________________________________
 GZ0131* NAD 83(1986)-  37 52 18.     (N)    084 20 12.     (W)     SCALED    
 GZ0131* NAVD 88     -       284.445  (meters)     933.22   (feet)  ADJUSTED  
 GZ0131  ___________________________________________________________________
 GZ0131  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 GZ0131  DYNAMIC HT  -         284.240 (meters)     932.54  (feet)  COMP
 GZ0131  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 GZ0131
 GZ0131  VERT ORDER  -  SECOND    CLASS 0
 GZ0131
 GZ0131.The horizontal coordinates were scaled from a topographic map and have
 GZ0131.an estimated accuracy of +/- 6 seconds.
 GZ0131
 GZ0131.The orthometric height was determined by differential leveling
 GZ0131.and adjusted by the National Geodetic Survey in June 1991..
 GZ0131
 GZ0131.The geoid height was determined by GEOID03.
 GZ0131
 GZ0131.The dynamic height is computed by dividing the NAVD 88
 GZ0131.geopotential number by the normal gravity value computed on the
 GZ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0131.degrees latitude (g = 980.6199 gals.).
 GZ0131
 GZ0131.The modeled gravity was interpolated from observed gravity values.
 GZ0131
 GZ0131;                    North         East    Units  Estimated Accuracy
 GZ0131;SPC KY1Z     - 1,171,670.    1,624,340.      MT  (+/- 180 meters Scaled)
 GZ0131
 GZ0131                          SUPERSEDED SURVEY CONTROL
 GZ0131
 GZ0131  NGVD 29 (??/??/92)  284.599  (m)          933.72   (f) ADJ UNCH    2 0
 GZ0131
 GZ0131.Superseded values are not recommended for survey control.
 GZ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0131.See file dsdata.txt to determine how the superseded data were derived.
 GZ0131
 GZ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG342949(NAD 83)
 GZ0131_MARKER: DD = SURVEY DISK
 GZ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0131_STAMPING: I75-L84-1960
 GZ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0131+STABILITY: SURFACE MOTION
 GZ0131
 GZ0131  HISTORY     - Date     Condition        Report By
 GZ0131  HISTORY     - 1960     MONUMENTED       PAS
 GZ0131
 GZ0131                          STATION DESCRIPTION
 GZ0131
 GZ0131'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0131'5.5 MI SE FROM ATHENS.
 GZ0131'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0131'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.1 MILES SOUTH
 GZ0131'ALONG CLEVELAND ROAD, THENCE ABOUT 4.25 MILES SOUTHEAST AND SOUTH
 GZ0131'ALONG U.S. HIGHWAY 25 AND 421, ABOUT 0.85 MILE SOUTH OF THE SOUTH
 GZ0131'END OF CLAYS FERRY BRIDGE OVER KENTUCKY RIVER, 90.0 FEET EAST OF
 GZ0131'TELEPHONE POLE 477, 59 FEET NORTHWEST OF INTERSECTION OF HIGHWAY
 GZ0131'AND DRIVE EAST TO D.B. WELLS RESIDENCE, 35 FEET SOUTH SOUTHEAST
 GZ0131'OF FENCE CORNER, 26.7 FEET WEST OF CENTERLINE OF HIGHWAY, 20
 GZ0131'FEET NORTH OF CENTER OF FARM ROAD, 1.9 FEET SOUTH SOUTHEAST OF
 GZ0131'A METAL WITNESS POST AND SIGN AND ABOUT 1 FOOT HIGHER THAN
 GZ0131'HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 GZ0131'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 GZ0131'STAMPED I75-L84-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2612 ***********************************************************************
 GZ2612  DESIGNATION -  I75 L 85 RESET
 GZ2612  PID         -  GZ2612
 GZ2612  STATE/COUNTY-  KY/MADISON
 GZ2612  USGS QUAD   -  FORD (1993)
 GZ2612
 GZ2612                         *CURRENT SURVEY CONTROL
 GZ2612  ___________________________________________________________________
 GZ2612* NAD 83(1986)-  37 52 56.     (N)    084 20 15.     (W)     SCALED    
 GZ2612* NAVD 88     -       249.16   (meters)     817.5    (feet)  RESET     
 GZ2612  ___________________________________________________________________
 GZ2612  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GZ2612
 GZ2612  VERT ORDER  -  THIRD
 GZ2612
 GZ2612.The horizontal coordinates were scaled from a topographic map and have
 GZ2612.an estimated accuracy of +/- 6 seconds.
 GZ2612
 GZ2612.The orthometric height was computed from unverified reset data.
 GZ2612.No vertical observational check was made to the station.
 GZ2612
 GZ2612.The geoid height was determined by GEOID03.
 GZ2612
 GZ2612;                    North         East    Units  Estimated Accuracy
 GZ2612;SPC KY1Z     - 1,172,840.    1,624,250.      MT  (+/- 180 meters Scaled)
 GZ2612
 GZ2612                          SUPERSEDED SURVEY CONTROL
 GZ2612
 GZ2612  NGVD 29 (10/08/05)  249.32   (m)          818.0    (f) RESET       3  
 GZ2612
 GZ2612.Superseded values are not recommended for survey control.
 GZ2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2612.See file dsdata.txt to determine how the superseded data were derived.
 GZ2612
 GZ2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG341960(NAD 83)
 GZ2612_MARKER: DB = BENCH MARK DISK
 GZ2612_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GZ2612_SP_SET: BRIDGE
 GZ2612_STAMPING: I 75 L 85 RESET 1983
 GZ2612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2612
 GZ2612  HISTORY     - Date     Condition        Report By
 GZ2612  HISTORY     - 1983     MONUMENTED       KYDT
 GZ2612
 GZ2612                          STATION DESCRIPTION
 GZ2612
 GZ2612'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ2612'5.0 MI SE FROM ATHENS.
 GZ2612'0.45 MILE NORTH ALONG INTERSTATE 75 FROM THE OVERPASS OF U.S.
 GZ2612'HIGHWAYS 25 AND 421 AT MILEPOST 97, IN THE SOUTHWEST ABUTMENT
 GZ2612'HEADWALL OF THE SOUTH LANE BRIDGE OVER THE KENTUCKY RIVER
 GZ2612'(CLAYS FERRY BRIDGE), 11.0 FEET NORTH OF THE EAST LEG OF A
 GZ2612'LARGE SIGN, 29.0 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANES,
 GZ2612'AND 6.0 FEET WEST OF THE SOUTHWEST CORNER OF THE BRIDGE.
 GZ2612'THE MARK IS 3.0 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AD9230 ***********************************************************************
 AD9230  DESIGNATION -  I75 L 85 RESET
 AD9230  PID         -  AD9230
 AD9230  STATE/COUNTY-  KY/MADISON
 AD9230  USGS QUAD   -  FORD (1993)
 AD9230
 AD9230                         *CURRENT SURVEY CONTROL
 AD9230  ___________________________________________________________________
 AD9230* NAD 83(1986)-  37 52 56.     (N)    084 20 15.     (W)     SCALED    
 AD9230* NAVD 88     -       250.59   (meters)     822.1    (feet)  RESET     
 AD9230  ___________________________________________________________________
 AD9230  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 AD9230
 AD9230  VERT ORDER  -  THIRD
 AD9230
 AD9230.The horizontal coordinates were scaled from a topographic map and have
 AD9230.an estimated accuracy of +/- 6 seconds.
 AD9230
 AD9230.The orthometric height was computed from unverified reset data.
 AD9230
 AD9230.The geoid height was determined by GEOID03.
 AD9230
 AD9230;                    North         East    Units  Estimated Accuracy
 AD9230;SPC KY1Z     - 1,172,840.    1,624,250.      MT  (+/- 180 meters Scaled)
 AD9230
 AD9230                          SUPERSEDED SURVEY CONTROL
 AD9230
 AD9230.No superseded survey control is available for this station.
 AD9230
 AD9230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG341960(NAD 83)
 AD9230_MARKER: DV = VERTICAL CONTROL DISK
 AD9230_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD9230_SP_SET: BRIDGE WINGWALL
 AD9230_STAMPING: I75 L 85 1960 RESET 1996
 AD9230_MARK LOGO: NGS   
 AD9230_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9230
 AD9230  HISTORY     - Date     Condition        Report By
 AD9230  HISTORY     - 1996     MONUMENTED       KYDT
 AD9230
 AD9230                          STATION DESCRIPTION
 AD9230
 AD9230'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 AD9230'0.45 MILE (0.72 KM) NORTHWEST ALONG INTERSTATE 75 FROM US 25 - US 421
 AD9230'OVERPASS (EXIT 97) , ABOUT 1 MILE (1.6 KM) SOUTHEAST FROM US 25 - US
 AD9230'421 OVERPASS (EXIT 99) IN FAYETTE COUNTY, AT MILE POST 97, A STANDARD
 AD9230'NGS VERTICAL DISK SET IN THE TOP OF THE SOUTHWEST WINGWALL AT THE
 AD9230'SOUTHEAST END OF CLAYS FERRY BRIDGE OVER KENTUCKY RIVER, 35.0 FEET
 AD9230'(10.7 M) SOUTHWEST OF CENTERLINE OF SOUTH BOUND LANES (3) , 1.25 FEET
 AD9230'(0.38 M) SOUTHWEST OF CONCRETE BARRIER WALL AND ABOUT 1.0 FOOT (0.3 M)
 AD9230'ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0129 ***********************************************************************
 GZ0129  DESIGNATION -  I75 L 86
 GZ0129  PID         -  GZ0129
 GZ0129  STATE/COUNTY-  KY/FAYETTE
 GZ0129  USGS QUAD   -  FORD (1993)
 GZ0129
 GZ0129                         *CURRENT SURVEY CONTROL
 GZ0129  ___________________________________________________________________
 GZ0129* NAD 83(1986)-  37 53 32.     (N)    084 21 01.     (W)     SCALED    
 GZ0129* NAVD 88     -       253.870  (meters)     832.91   (feet)  ADJUSTED  
 GZ0129  ___________________________________________________________________
 GZ0129  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 GZ0129  DYNAMIC HT  -         253.687 (meters)     832.30  (feet)  COMP
 GZ0129  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 GZ0129
 GZ0129  VERT ORDER  -  SECOND    CLASS 0
 GZ0129
 GZ0129.The horizontal coordinates were scaled from a topographic map and have
 GZ0129.an estimated accuracy of +/- 6 seconds.
 GZ0129
 GZ0129.The orthometric height was determined by differential leveling
 GZ0129.and adjusted by the National Geodetic Survey in June 1991..
 GZ0129
 GZ0129.The geoid height was determined by GEOID03.
 GZ0129
 GZ0129.The dynamic height is computed by dividing the NAVD 88
 GZ0129.geopotential number by the normal gravity value computed on the
 GZ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0129.degrees latitude (g = 980.6199 gals.).
 GZ0129
 GZ0129.The modeled gravity was interpolated from observed gravity values.
 GZ0129
 GZ0129;                    North         East    Units  Estimated Accuracy
 GZ0129;SPC KY1Z     - 1,173,930.    1,623,100.      MT  (+/- 180 meters Scaled)
 GZ0129
 GZ0129                          SUPERSEDED SURVEY CONTROL
 GZ0129
 GZ0129  NGVD 29 (??/??/92)  254.023  (m)          833.41   (f) ADJ UNCH    2 0
 GZ0129
 GZ0129.Superseded values are not recommended for survey control.
 GZ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0129.See file dsdata.txt to determine how the superseded data were derived.
 GZ0129
 GZ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG329971(NAD 83)
 GZ0129_MARKER: DD = SURVEY DISK
 GZ0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0129_STAMPING: I75-L86-1960
 GZ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0129+STABILITY: SURFACE MOTION
 GZ0129
 GZ0129  HISTORY     - Date     Condition        Report By
 GZ0129  HISTORY     - 1960     MONUMENTED       PAS
 GZ0129
 GZ0129                          STATION DESCRIPTION
 GZ0129
 GZ0129'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0129'4 MI S FROM ATHENS.
 GZ0129'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0129'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.1 MILES SOUTH
 GZ0129'ALONG CLEVELAND ROAD, THENCE ABOUT 2.4 MILES SOUTHEAST ALONG
 GZ0129'U.S. HIGHWAY 25 AND 421, ABOUT 1.0 MILE NORTHWEST OF THE SOUTH
 GZ0129'END OF CLAYS FERRY BRIDGE OVER THE KENTUCKY RIVER, ABOUT 103
 GZ0129'FEET SOUTH OF TELEPHONE POLE 411, 45.9 FEET EAST OF THE CENTERLINE
 GZ0129'OF HIGHWAY, 20.5 FEET WEST NORTHWEST OF TELEPHONE POLE 412,
 GZ0129'1.4 FEET WEST OF WIRE FENCE, 1.1 FEET WEST OF A METAL WITNESS
 GZ0129'POST AND SIGN AND ABOUT 1 FOOT HIGHER THAN HIGHWAY.  A KENTUCKY
 GZ0129'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A
 GZ0129'CONCRETE POST PROJECTING 1 INCH AND STAMPED I75-L86-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0124 ***********************************************************************
 GZ0124  DESIGNATION -  I75 L 87
 GZ0124  PID         -  GZ0124
 GZ0124  STATE/COUNTY-  KY/FAYETTE
 GZ0124  USGS QUAD   -  FORD (1993)
 GZ0124
 GZ0124                         *CURRENT SURVEY CONTROL
 GZ0124  ___________________________________________________________________
 GZ0124* NAD 83(1986)-  37 54 45.     (N)    084 21 43.     (W)     SCALED    
 GZ0124* NAVD 88     -       296.532  (meters)     972.87   (feet)  ADJUSTED  
 GZ0124  ___________________________________________________________________
 GZ0124  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 GZ0124  DYNAMIC HT  -         296.318 (meters)     972.17  (feet)  COMP
 GZ0124  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 GZ0124
 GZ0124  VERT ORDER  -  SECOND    CLASS 0
 GZ0124
 GZ0124.The horizontal coordinates were scaled from a topographic map and have
 GZ0124.an estimated accuracy of +/- 6 seconds.
 GZ0124
 GZ0124.The orthometric height was determined by differential leveling
 GZ0124.and adjusted by the National Geodetic Survey in June 1991..
 GZ0124
 GZ0124.The geoid height was determined by GEOID03.
 GZ0124
 GZ0124.The dynamic height is computed by dividing the NAVD 88
 GZ0124.geopotential number by the normal gravity value computed on the
 GZ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0124.degrees latitude (g = 980.6199 gals.).
 GZ0124
 GZ0124.The modeled gravity was interpolated from observed gravity values.
 GZ0124
 GZ0124;                    North         East    Units  Estimated Accuracy
 GZ0124;SPC KY1Z     - 1,176,170.    1,622,050.      MT  (+/- 180 meters Scaled)
 GZ0124
 GZ0124                          SUPERSEDED SURVEY CONTROL
 GZ0124
 GZ0124  NGVD 29 (??/??/92)  296.685  (m)          973.37   (f) ADJ UNCH    2 0
 GZ0124
 GZ0124.Superseded values are not recommended for survey control.
 GZ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0124.See file dsdata.txt to determine how the superseded data were derived.
 GZ0124
 GZ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG319993(NAD 83)
 GZ0124_MARKER: DD = SURVEY DISK
 GZ0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0124_STAMPING: I75-L87-1960
 GZ0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0124+STABILITY: SURFACE MOTION
 GZ0124
 GZ0124  HISTORY     - Date     Condition        Report By
 GZ0124  HISTORY     - 1960     MONUMENTED       PAS
 GZ0124  HISTORY     - 1963     GOOD             NGS
 GZ0124
 GZ0124                          STATION DESCRIPTION
 GZ0124
 GZ0124'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0124'2.5 MI S FROM ATHENS.
 GZ0124'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0124'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.1 MILES SOUTH
 GZ0124'ALONG CLEVELAND ROAD, THENCE ABOUT 0.8 MILE SOUTHEAST ALONG U.S.
 GZ0124'HIGHWAY 25 AND 421, 68.7 FEET NORTH NORTHEAST OF THE NORTHEAST
 GZ0124'CORNER OF A 1 STORY BRICK SIDING DWELLING, 53.7 FEET SOUTH
 GZ0124'SOUTHWEST AND ACROSS HIGHWAY FROM A TELEPHONE POLE, 27.7 FEET
 GZ0124'SOUTHEAST OF FENCE CORNER, 23.5 FEET WEST SOUTHWEST OF CENTERLINE
 GZ0124'OF HIGHWAY, 1.3 FEET EAST NORTHEAST OF A METAL WITNESS POST
 GZ0124'AND SIGN AND ABOUT 2 FEET HIGHER THAN HIGHWAY.  A KENTUCKY
 GZ0124'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 GZ0124'POST PROJECTING 1 INCH AND STAMPED I75-L87-1960.
 GZ0124
 GZ0124                          STATION RECOVERY (1963)
 GZ0124
 GZ0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GZ0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0118 ***********************************************************************
 GZ0118  DESIGNATION -  I75 L 88
 GZ0118  PID         -  GZ0118
 GZ0118  STATE/COUNTY-  KY/FAYETTE
 GZ0118  USGS QUAD   -  FORD (1993)
 GZ0118
 GZ0118                         *CURRENT SURVEY CONTROL
 GZ0118  ___________________________________________________________________
 GZ0118* NAD 83(1986)-  37 55 34.     (N)    084 22 01.     (W)     SCALED    
 GZ0118* NAVD 88     -       294.357  (meters)     965.74   (feet)  ADJUSTED  
 GZ0118  ___________________________________________________________________
 GZ0118  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 GZ0118  DYNAMIC HT  -         294.144 (meters)     965.04  (feet)  COMP
 GZ0118  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 GZ0118
 GZ0118  VERT ORDER  -  SECOND    CLASS 0
 GZ0118
 GZ0118.The horizontal coordinates were scaled from a topographic map and have
 GZ0118.an estimated accuracy of +/- 6 seconds.
 GZ0118
 GZ0118.The orthometric height was determined by differential leveling
 GZ0118.and adjusted by the National Geodetic Survey in June 1991..
 GZ0118
 GZ0118.The geoid height was determined by GEOID03.
 GZ0118
 GZ0118.The dynamic height is computed by dividing the NAVD 88
 GZ0118.geopotential number by the normal gravity value computed on the
 GZ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0118.degrees latitude (g = 980.6199 gals.).
 GZ0118
 GZ0118.The modeled gravity was interpolated from observed gravity values.
 GZ0118
 GZ0118;                    North         East    Units  Estimated Accuracy
 GZ0118;SPC KY1Z     - 1,177,670.    1,621,580.      MT  (+/- 180 meters Scaled)
 GZ0118
 GZ0118                          SUPERSEDED SURVEY CONTROL
 GZ0118
 GZ0118  NGVD 29 (??/??/92)  294.511  (m)          966.24   (f) ADJ UNCH    2 0
 GZ0118
 GZ0118.Superseded values are not recommended for survey control.
 GZ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0118.See file dsdata.txt to determine how the superseded data were derived.
 GZ0118
 GZ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH314008(NAD 83)
 GZ0118_MARKER: DD = SURVEY DISK
 GZ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0118_STAMPING: I75-L88-1960
 GZ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0118+STABILITY: SURFACE MOTION
 GZ0118
 GZ0118  HISTORY     - Date     Condition        Report By
 GZ0118  HISTORY     - 1960     MONUMENTED       PAS
 GZ0118  HISTORY     - 1963     GOOD             NGS
 GZ0118
 GZ0118                          STATION DESCRIPTION
 GZ0118
 GZ0118'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0118'1.8 MI S FROM ATHENS.
 GZ0118'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0118'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 1.75 MILES SOUTH
 GZ0118'ALONG CLEVELAND ROAD, ABOUT 0.35 MILE NORTHEAST OF THE JUNCTION
 GZ0118'OF CLEVELAND ROAD AND U.S. HIGHWAY 25, 26.5 FEET NORTH OF THE
 GZ0118'NORTHERN MOST PRONG OF A FOUR PRONG CEDAR TREE IN YARD, 19 FEET
 GZ0118'SOUTHEAST OF CENTER OF ROAD, 9 FEET SOUTHWEST OF CENTER OF DRIVE,
 GZ0118'1.7 FEET WEST OF THE WEST END OF A FENCE, 1.7 FEET NORTHWEST OF
 GZ0118'A METAL WITNESS POST AND SIGN AND ABOUT 0.5 FOOT HIGHER THAN
 GZ0118'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 GZ0118'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AND STAMPED
 GZ0118'I75-L88-1960.
 GZ0118
 GZ0118                          STATION RECOVERY (1963)
 GZ0118
 GZ0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GZ0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0117 ***********************************************************************
 GZ0117  DESIGNATION -  I75 L 89
 GZ0117  PID         -  GZ0117
 GZ0117  STATE/COUNTY-  KY/FAYETTE
 GZ0117  USGS QUAD   -  FORD (1993)
 GZ0117
 GZ0117                         *CURRENT SURVEY CONTROL
 GZ0117  ___________________________________________________________________
 GZ0117* NAD 83(1986)-  37 56 20.     (N)    084 21 51.     (W)     SCALED    
 GZ0117* NAVD 88     -       291.352  (meters)     955.88   (feet)  ADJUSTED  
 GZ0117  ___________________________________________________________________
 GZ0117  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 GZ0117  DYNAMIC HT  -         291.142 (meters)     955.19  (feet)  COMP
 GZ0117  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 GZ0117
 GZ0117  VERT ORDER  -  SECOND    CLASS 0
 GZ0117
 GZ0117.The horizontal coordinates were scaled from a topographic map and have
 GZ0117.an estimated accuracy of +/- 6 seconds.
 GZ0117
 GZ0117.The orthometric height was determined by differential leveling
 GZ0117.and adjusted by the National Geodetic Survey in June 1991..
 GZ0117
 GZ0117.The geoid height was determined by GEOID03.
 GZ0117
 GZ0117.The dynamic height is computed by dividing the NAVD 88
 GZ0117.geopotential number by the normal gravity value computed on the
 GZ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0117.degrees latitude (g = 980.6199 gals.).
 GZ0117
 GZ0117.The modeled gravity was interpolated from observed gravity values.
 GZ0117
 GZ0117;                    North         East    Units  Estimated Accuracy
 GZ0117;SPC KY1Z     - 1,179,090.    1,621,810.      MT  (+/- 180 meters Scaled)
 GZ0117
 GZ0117                          SUPERSEDED SURVEY CONTROL
 GZ0117
 GZ0117  NGVD 29 (??/??/92)  291.509  (m)          956.39   (f) ADJ UNCH    2 0
 GZ0117
 GZ0117.Superseded values are not recommended for survey control.
 GZ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0117.See file dsdata.txt to determine how the superseded data were derived.
 GZ0117
 GZ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH316023(NAD 83)
 GZ0117_MARKER: DD = SURVEY DISK
 GZ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0117_STAMPING: I75-L89-1960
 GZ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0117+STABILITY: SURFACE MOTION
 GZ0117
 GZ0117  HISTORY     - Date     Condition        Report By
 GZ0117  HISTORY     - 1960     MONUMENTED       PAS
 GZ0117  HISTORY     - 1963     GOOD             NGS
 GZ0117
 GZ0117                          STATION DESCRIPTION
 GZ0117
 GZ0117'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0117'0.8 MI S FROM ATHENS.
 GZ0117'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0117'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 0.75 MILE SOUTH
 GZ0117'ALONG CLEVELAND ROAD, AT A FARM ENTRANCE TO FIELD AND BARN, 23
 GZ0117'FEET WEST OF THE CENTER OF ROAD, 10.7 FEET NORTHWEST OF
 GZ0117'TELEPHONE POLE 313, 9 FEET SOUTH OF CENTER OF FARM ROAD, 6.2
 GZ0117'FEET SOUTHEAST OF SOUTH GATE POST, 2.5 FEET NORTHEAST OF WIRE
 GZ0117'FENCE, 2.1 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN AND
 GZ0117'ABOUT LEVEL WITH ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 GZ0117'MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GZ0117'AND STAMPED I75-L89-1960.
 GZ0117
 GZ0117                          STATION RECOVERY (1963)
 GZ0117
 GZ0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GZ0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0608 ***********************************************************************
 GZ0608  DESIGNATION -  I75 L 9
 GZ0608  PID         -  GZ0608
 GZ0608  STATE/COUNTY-  KY/LAUREL
 GZ0608  USGS QUAD   -  LONDON SW (1979)
 GZ0608
 GZ0608                         *CURRENT SURVEY CONTROL
 GZ0608  ___________________________________________________________________
 GZ0608* NAD 83(1986)-  37 00 37.     (N)    084 10 16.     (W)     SCALED    
 GZ0608* NAVD 88     -       372.586  (meters)    1222.39   (feet)  ADJUSTED  
 GZ0608  ___________________________________________________________________
 GZ0608  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 GZ0608  DYNAMIC HT  -         372.292 (meters)    1221.43  (feet)  COMP
 GZ0608  MODELED GRAV-     979,830.2   (mgal)                       NAVD 88
 GZ0608
 GZ0608  VERT ORDER  -  SECOND    CLASS 0
 GZ0608
 GZ0608.The horizontal coordinates were scaled from a topographic map and have
 GZ0608.an estimated accuracy of +/- 6 seconds.
 GZ0608
 GZ0608.The orthometric height was determined by differential leveling
 GZ0608.and adjusted by the National Geodetic Survey in June 1991..
 GZ0608
 GZ0608.The geoid height was determined by GEOID03.
 GZ0608
 GZ0608.The dynamic height is computed by dividing the NAVD 88
 GZ0608.geopotential number by the normal gravity value computed on the
 GZ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0608.degrees latitude (g = 980.6199 gals.).
 GZ0608
 GZ0608.The modeled gravity was interpolated from observed gravity values.
 GZ0608
 GZ0608;                    North         East    Units  Estimated Accuracy
 GZ0608;SPC KY1Z     - 1,076,320.    1,640,520.      MT  (+/- 180 meters Scaled)
 GZ0608
 GZ0608                          SUPERSEDED SURVEY CONTROL
 GZ0608
 GZ0608  NGVD 29 (??/??/92)  372.738  (m)         1222.89   (f) ADJ UNCH    2 0
 GZ0608
 GZ0608.Superseded values are not recommended for survey control.
 GZ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0608.See file dsdata.txt to determine how the superseded data were derived.
 GZ0608
 GZ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF516997(NAD 83)
 GZ0608_MARKER: DD = SURVEY DISK
 GZ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0608_STAMPING: I 75 L 9 1961
 GZ0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0608+STABILITY: SURFACE MOTION
 GZ0608
 GZ0608  HISTORY     - Date     Condition        Report By
 GZ0608  HISTORY     - 1961     MONUMENTED       PAS
 GZ0608  HISTORY     - 1962     GOOD             PAS
 GZ0608
 GZ0608                          STATION DESCRIPTION
 GZ0608
 GZ0608'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0608'1.1 MI N FROM KEAVY.
 GZ0608'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 312 FROM THE ELEMENTARY
 GZ0608'SCHOOL AT KEAVY, THENCE ABOUT 0.1 MILE EAST ALONG A DIRT ROAD,
 GZ0608'53.6 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A 1 STORY BRICK
 GZ0608'SIDING DWELLING, 45 FEET EAST OF A 12-INCH POPLAR TREE, 43 FEET
 GZ0608'SOUTH OF THE CENTER OF ROAD, 2.4 FEET NORTHEAST OF METAL WITNESS
 GZ0608'POST AND SIGN AND 2.2 FEET NORTHEAST OF A POWER POLE WITH
 GZ0608'TRANSFORMER.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 GZ0608'DISK SET IN TOP OF CONCRETE POST PROJECTING 2 INCHES AND STAMPED
 GZ0608'I-75 L-9 1961.
 GZ0608
 GZ0608                          STATION RECOVERY (1962)
 GZ0608
 GZ0608'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1962
 GZ0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0116 ***********************************************************************
 GZ0116  DESIGNATION -  I75 L 90
 GZ0116  PID         -  GZ0116
 GZ0116  STATE/COUNTY-  KY/FAYETTE
 GZ0116  USGS QUAD   -  COLETOWN (1993)
 GZ0116
 GZ0116                         *CURRENT SURVEY CONTROL
 GZ0116  ___________________________________________________________________
 GZ0116* NAD 83(1986)-  37 56 47.     (N)    084 22 51.     (W)     SCALED    
 GZ0116* NAVD 88     -       297.438  (meters)     975.84   (feet)  ADJUSTED  
 GZ0116  ___________________________________________________________________
 GZ0116  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 GZ0116  DYNAMIC HT  -         297.223 (meters)     975.14  (feet)  COMP
 GZ0116  MODELED GRAV-     979,899.1   (mgal)                       NAVD 88
 GZ0116
 GZ0116  VERT ORDER  -  SECOND    CLASS 0
 GZ0116
 GZ0116.The horizontal coordinates were scaled from a topographic map and have
 GZ0116.an estimated accuracy of +/- 6 seconds.
 GZ0116
 GZ0116.The orthometric height was determined by differential leveling
 GZ0116.and adjusted by the National Geodetic Survey in June 1991..
 GZ0116
 GZ0116.The geoid height was determined by GEOID03.
 GZ0116
 GZ0116.The dynamic height is computed by dividing the NAVD 88
 GZ0116.geopotential number by the normal gravity value computed on the
 GZ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0116.degrees latitude (g = 980.6199 gals.).
 GZ0116
 GZ0116.The modeled gravity was interpolated from observed gravity values.
 GZ0116
 GZ0116;                    North         East    Units  Estimated Accuracy
 GZ0116;SPC KY1Z     - 1,179,900.    1,620,330.      MT  (+/- 180 meters Scaled)
 GZ0116
 GZ0116                          SUPERSEDED SURVEY CONTROL
 GZ0116
 GZ0116  NGVD 29 (??/??/92)  297.596  (m)          976.36   (f) ADJ UNCH    2 0
 GZ0116
 GZ0116.Superseded values are not recommended for survey control.
 GZ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0116.See file dsdata.txt to determine how the superseded data were derived.
 GZ0116
 GZ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH301031(NAD 83)
 GZ0116_MARKER: DD = SURVEY DISK
 GZ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0116_STAMPING: I75-L90-1960
 GZ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0116+STABILITY: SURFACE MOTION
 GZ0116
 GZ0116  HISTORY     - Date     Condition        Report By
 GZ0116  HISTORY     - 1960     MONUMENTED       PAS
 GZ0116
 GZ0116                          STATION DESCRIPTION
 GZ0116
 GZ0116'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0116'0.8 MI W FROM ATHENS.
 GZ0116'ABOUT 0.85 MILES WEST ALONG THE WALNUT HILL ROAD FROM THE HIGH
 GZ0116'SCHOOL IN ATHENS, THENCE ABOUT 0.3 MILE SOUTH AND SOUTHEAST ALONG
 GZ0116'PRIVATE DRIVE, ABOUT 0.15 MILE SOUTHEAST OF MR. G.L. BURNS
 GZ0116'RESIDENCE, 56.6 FEET SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF
 GZ0116'A LARGE TOBACCO BARN, 18.5 FEET SOUTHWEST OF THE CENTER OF DRIVE,
 GZ0116'10.7 FEET WEST NORTHWEST OF FENCE CORNER, 2.0 FEET NORTH OF
 GZ0116'WIRE FENCE AND 1.7 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 GZ0116'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE
 GZ0116'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND STAMPED
 GZ0116'I75-L90-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0115 ***********************************************************************
 GZ0115  DESIGNATION -  I75 L 91 RESET
 GZ0115  PID         -  GZ0115
 GZ0115  STATE/COUNTY-  KY/FAYETTE
 GZ0115  USGS QUAD   -  COLETOWN (1993)
 GZ0115
 GZ0115                         *CURRENT SURVEY CONTROL
 GZ0115  ___________________________________________________________________
 GZ0115* NAD 83(1986)-  37 57 35.     (N)    084 23 00.     (W)     SCALED    
 GZ0115* NAVD 88     -       311.15   (meters)    1020.8    (feet)  RESET     
 GZ0115  ___________________________________________________________________
 GZ0115  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 GZ0115
 GZ0115  VERT ORDER  -  THIRD
 GZ0115
 GZ0115.The horizontal coordinates were scaled from a topographic map and have
 GZ0115.an estimated accuracy of +/- 6 seconds.
 GZ0115
 GZ0115.The orthometric height was computed from unverified reset data.
 GZ0115.No vertical observational check was made to the station.
 GZ0115
 GZ0115.The geoid height was determined by GEOID03.
 GZ0115
 GZ0115;                    North         East    Units  Estimated Accuracy
 GZ0115;SPC KY1Z     - 1,181,380.    1,620,090.      MT  (+/- 180 meters Scaled)
 GZ0115
 GZ0115                          SUPERSEDED SURVEY CONTROL
 GZ0115
 GZ0115  NGVD 29 (??/??/??)  311.31   (m)         1021.4    (f) RESET       3  
 GZ0115
 GZ0115.Superseded values are not recommended for survey control.
 GZ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0115.See file dsdata.txt to determine how the superseded data were derived.
 GZ0115
 GZ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH298045(NAD 83)
 GZ0115_MARKER: DB = BENCH MARK DISK
 GZ0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0115_SP_SET: CURB
 GZ0115_STAMPING: I75-L91 RESET 1971
 GZ0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0115
 GZ0115  HISTORY     - Date     Condition        Report By
 GZ0115  HISTORY     - 1971     MONUMENTED       NGS
 GZ0115  HISTORY     - 1983     GOOD             KYDT
 GZ0115
 GZ0115                          STATION DESCRIPTION
 GZ0115
 GZ0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GZ0115'1.1 MI NW FROM ATHENS.
 GZ0115'ABOUT 1.1 MILES NORTHWEST ALONG STATE ROUTE 481
 GZ0115'(ATHENS-BOONESVILLE ROAD) FROM THE ELEMENTARY SCHOOL IN THE
 GZ0115'SMALL COMMUNITY OF ATHENS, ABOUT 0.35 OF A MILE EAST-SOUTHEAST
 GZ0115'ALONG STATE ROUTE 418 FROM ITS INTERCHANGE WITH INTERSTATE
 GZ0115'ROUTE 75, 256 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE
 GZ0115'ROUTE 481, 78 FEET EAST-NORTHEAST OF A 60-INCH WHITE OAK TREE,
 GZ0115'20.5 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE ENTRANCE
 GZ0115'ROAD INTO THE BLUE SKY INDUSTRIAL ESTATES, AND 13.6 FEET NORTH
 GZ0115'OF THE CENTER OF THE METAL MANHOLE COVER.  IT IS A STANDARD
 GZ0115'C AND GS BENCH MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF
 GZ0115'THE CONCRETE CURB AND GUTTER ALONG THE NORTHWEST EDGE OF THE
 GZ0115'ENTRANCE ROAD AND THE DISK IS STAMPED I75-L91 RESET 1971.
 GZ0115
 GZ0115                          STATION RECOVERY (1983)
 GZ0115
 GZ0115'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0111 ***********************************************************************
 GZ0111  DESIGNATION -  I75 L 92
 GZ0111  PID         -  GZ0111
 GZ0111  STATE/COUNTY-  KY/FAYETTE
 GZ0111  USGS QUAD   -  FORD (1993)
 GZ0111
 GZ0111                         *CURRENT SURVEY CONTROL
 GZ0111  ___________________________________________________________________
 GZ0111* NAD 83(1986)-  37 58 04.     (N)    084 21 45.     (W)     SCALED    
 GZ0111* NAVD 88     -       269.861  (meters)     885.37   (feet)  ADJUSTED  
 GZ0111  ___________________________________________________________________
 GZ0111  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 GZ0111  DYNAMIC HT  -         269.667 (meters)     884.73  (feet)  COMP
 GZ0111  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 GZ0111
 GZ0111  VERT ORDER  -  SECOND    CLASS 0
 GZ0111
 GZ0111.The horizontal coordinates were scaled from a topographic map and have
 GZ0111.an estimated accuracy of +/- 6 seconds.
 GZ0111
 GZ0111.The orthometric height was determined by differential leveling
 GZ0111.and adjusted by the National Geodetic Survey in June 1991..
 GZ0111
 GZ0111.The geoid height was determined by GEOID03.
 GZ0111
 GZ0111.The dynamic height is computed by dividing the NAVD 88
 GZ0111.geopotential number by the normal gravity value computed on the
 GZ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0111.degrees latitude (g = 980.6199 gals.).
 GZ0111
 GZ0111.The modeled gravity was interpolated from observed gravity values.
 GZ0111
 GZ0111;                    North         East    Units  Estimated Accuracy
 GZ0111;SPC KY1Z     - 1,182,300.    1,621,910.      MT  (+/- 180 meters Scaled)
 GZ0111
 GZ0111                          SUPERSEDED SURVEY CONTROL
 GZ0111
 GZ0111  NGVD 29 (??/??/92)  270.018  (m)          885.88   (f) ADJ UNCH    2 0
 GZ0111
 GZ0111.Superseded values are not recommended for survey control.
 GZ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0111.See file dsdata.txt to determine how the superseded data were derived.
 GZ0111
 GZ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH316055(NAD 83)
 GZ0111_MARKER: DD = SURVEY DISK
 GZ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0111_STAMPING: I75-L92-1960
 GZ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0111+STABILITY: SURFACE MOTION
 GZ0111
 GZ0111  HISTORY     - Date     Condition        Report By
 GZ0111  HISTORY     - 1960     MONUMENTED       PAS
 GZ0111
 GZ0111                          STATION DESCRIPTION
 GZ0111
 GZ0111'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0111'1.2 MI N FROM ATHENS.
 GZ0111'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0111'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 1.35 MILES NORTH
 GZ0111'ALONG CLEVELAND ROAD, ABOUT 132 FEET EAST SOUTHEAST OF THE
 GZ0111'SOUTHEAST CORNER OF MR. PRICE FLANNERYS RESIDENCE, 47.5 FEET
 GZ0111'SOUTHEAST OF A 20 INCH MAPLE TREE, 35.1 FEET WEST NORTHWEST AND
 GZ0111'ACROSS ROAD FROM TELEPHONE POLE 239, 33 FEET SOUTHWEST OF
 GZ0111'INTERSECTION OF ROAD AND DRIVE WEST TO FLANNERYS RESIDENCE, 14.0
 GZ0111'FEET NORTH OF A 20 INCH LOCUST TREE, 12.2 FEET NORTH OF A METAL
 GZ0111'WITNESS POST AND SIGN AND ABOUT LEVEL WITH ROAD.  A KENTUCKY
 GZ0111'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A
 GZ0111'CONCRETE POST PROJECTING 2 INCHES AND STAMPED I75-L92-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0110 ***********************************************************************
 GZ0110  DESIGNATION -  I75 L 93
 GZ0110  PID         -  GZ0110
 GZ0110  STATE/COUNTY-  KY/FAYETTE
 GZ0110  USGS QUAD   -  FORD (1993)
 GZ0110
 GZ0110                         *CURRENT SURVEY CONTROL
 GZ0110  ___________________________________________________________________
 GZ0110* NAD 83(1986)-  37 59 11.     (N)    084 21 49.     (W)     SCALED    
 GZ0110* NAVD 88     -       303.349  (meters)     995.24   (feet)  ADJUSTED  
 GZ0110  ___________________________________________________________________
 GZ0110  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GZ0110  DYNAMIC HT  -         303.131 (meters)     994.52  (feet)  COMP
 GZ0110  MODELED GRAV-     979,900.1   (mgal)                       NAVD 88
 GZ0110
 GZ0110  VERT ORDER  -  SECOND    CLASS 0
 GZ0110
 GZ0110.The horizontal coordinates were scaled from a topographic map and have
 GZ0110.an estimated accuracy of +/- 6 seconds.
 GZ0110
 GZ0110.The orthometric height was determined by differential leveling
 GZ0110.and adjusted by the National Geodetic Survey in June 1991..
 GZ0110
 GZ0110.The geoid height was determined by GEOID03.
 GZ0110
 GZ0110.The dynamic height is computed by dividing the NAVD 88
 GZ0110.geopotential number by the normal gravity value computed on the
 GZ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0110.degrees latitude (g = 980.6199 gals.).
 GZ0110
 GZ0110.The modeled gravity was interpolated from observed gravity values.
 GZ0110
 GZ0110;                    North         East    Units  Estimated Accuracy
 GZ0110;SPC KY1Z     - 1,184,370.    1,621,780.      MT  (+/- 180 meters Scaled)
 GZ0110
 GZ0110                          SUPERSEDED SURVEY CONTROL
 GZ0110
 GZ0110  NGVD 29 (??/??/92)  303.507  (m)          995.76   (f) ADJ UNCH    2 0
 GZ0110
 GZ0110.Superseded values are not recommended for survey control.
 GZ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0110.See file dsdata.txt to determine how the superseded data were derived.
 GZ0110
 GZ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH315075(NAD 83)
 GZ0110_MARKER: DD = SURVEY DISK
 GZ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0110_STAMPING: I75-L93-1960
 GZ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0110+STABILITY: SURFACE MOTION
 GZ0110
 GZ0110  HISTORY     - Date     Condition        Report By
 GZ0110  HISTORY     - 1960     MONUMENTED       PAS
 GZ0110
 GZ0110                          STATION DESCRIPTION
 GZ0110
 GZ0110'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0110'2.5 MI N FROM ATHENS.
 GZ0110'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0110'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.7 MILES NORTH
 GZ0110'ALONG CLEVELAND ROAD, AT THE JUNCTION OF THE CLEVELAND AND
 GZ0110'SULPHUR WELL ROADS, ABOUT 50 FEET NORTH NORTHWEST OF THE
 GZ0110'INTERSECTION, 46.3 FEET NORTH OF POWER POLE 193, 42.3 FEET
 GZ0110'SOUTH SOUTHEAST OF A 15 INCH LOCUST TREE, 33.5 FEET WEST OF THE
 GZ0110'CENTER OF CLEVELAND ROAD, 17.5 FEET NORTHEAST OF THE CENTER OF
 GZ0110'SULPHUR WELL ROAD, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST AND
 GZ0110'SIGN AND ABOUT LEVEL WITH THE ROAD.  A KENTUCKY DEPARTMENT OF
 GZ0110'HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 GZ0110'WITH GROUND AND STAMPED I75-L93-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0109 ***********************************************************************
 GZ0109  DESIGNATION -  I75 L 94
 GZ0109  PID         -  GZ0109
 GZ0109  STATE/COUNTY-  KY/FAYETTE
 GZ0109  USGS QUAD   -  COLETOWN (1993)
 GZ0109
 GZ0109                         *CURRENT SURVEY CONTROL
 GZ0109  ___________________________________________________________________
 GZ0109* NAD 83(1986)-  37 59 30.     (N)    084 22 52.     (W)     SCALED    
 GZ0109* NAVD 88     -       300.610  (meters)     986.25   (feet)  ADJUSTED  
 GZ0109  ___________________________________________________________________
 GZ0109  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 GZ0109  DYNAMIC HT  -         300.393 (meters)     985.54  (feet)  COMP
 GZ0109  MODELED GRAV-     979,899.2   (mgal)                       NAVD 88
 GZ0109
 GZ0109  VERT ORDER  -  SECOND    CLASS 0
 GZ0109
 GZ0109.The horizontal coordinates were scaled from a topographic map and have
 GZ0109.an estimated accuracy of +/- 6 seconds.
 GZ0109
 GZ0109.The orthometric height was determined by differential leveling
 GZ0109.and adjusted by the National Geodetic Survey in June 1991..
 GZ0109
 GZ0109.The geoid height was determined by GEOID03.
 GZ0109
 GZ0109.The dynamic height is computed by dividing the NAVD 88
 GZ0109.geopotential number by the normal gravity value computed on the
 GZ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0109.degrees latitude (g = 980.6199 gals.).
 GZ0109
 GZ0109.The modeled gravity was interpolated from observed gravity values.
 GZ0109
 GZ0109;                    North         East    Units  Estimated Accuracy
 GZ0109;SPC KY1Z     - 1,184,930.    1,620,230.      MT  (+/- 180 meters Scaled)
 GZ0109
 GZ0109                          SUPERSEDED SURVEY CONTROL
 GZ0109
 GZ0109  NGVD 29 (??/??/92)  300.767  (m)          986.77   (f) ADJ UNCH    2 0
 GZ0109
 GZ0109.Superseded values are not recommended for survey control.
 GZ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0109.See file dsdata.txt to determine how the superseded data were derived.
 GZ0109
 GZ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH299081(NAD 83)
 GZ0109_MARKER: DD = SURVEY DISK
 GZ0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0109_STAMPING: I75-L94-1960
 GZ0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0109+STABILITY: SURFACE MOTION
 GZ0109
 GZ0109  HISTORY     - Date     Condition        Report By
 GZ0109  HISTORY     - 1960     MONUMENTED       PAS
 GZ0109  HISTORY     - 1983     GOOD             KYDT
 GZ0109
 GZ0109                          STATION DESCRIPTION
 GZ0109
 GZ0109'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0109'3 MI NW FROM ATHENS.
 GZ0109'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0109'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.7 MILES NORTH
 GZ0109'ALONG CLEVELAND ROAD, THENCE ABOUT 0.3 MILE NORTHWEST ALONG
 GZ0109'SULPHUR WELL ROAD, THENCE ABOUT 0.8 MILE WEST ALONG TODDS ROAD,
 GZ0109'ABOUT 104 FEET WEST NORTHWEST OF CENTER OF ROAD AT WEST END OF
 GZ0109'CONCRETE BRIDGE OVER SMALL STREAM, 32 FEET WEST OF INTERSECTION
 GZ0109'OF ROAD AND FARM ROAD SOUTHWEST, 19.2 FEET NORTH NORTHWEST OF THE
 GZ0109'WEST END OF GATE, 7.0 FEET SOUTH SOUTHEAST OF TELEPHONE POLE 167,
 GZ0109'1.2 FEET NORTHEAST OF WIRE FENCE, 1.1 FEET NORTHEAST OF A METAL
 GZ0109'WITNESS POST AND SIGN AND ABOUT 1 FOOT HIGHER THAN ROAD.  A
 GZ0109'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP
 GZ0109'OF A CONCRETE POST PROJECTING 2 INCHES AND STAMPED I75-L94-1960.
 GZ0109
 GZ0109                          STATION RECOVERY (1983)
 GZ0109
 GZ0109'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0108 ***********************************************************************
 GZ0108  DESIGNATION -  I75 L 95
 GZ0108  PID         -  GZ0108
 GZ0108  STATE/COUNTY-  KY/FAYETTE
 GZ0108  USGS QUAD   -  COLETOWN (1993)
 GZ0108
 GZ0108                         *CURRENT SURVEY CONTROL
 GZ0108  ___________________________________________________________________
 GZ0108* NAD 83(1986)-  37 59 43.     (N)    084 23 36.     (W)     SCALED    
 GZ0108* NAVD 88     -       319.413  (meters)    1047.94   (feet)  ADJUSTED  
 GZ0108  ___________________________________________________________________
 GZ0108  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GZ0108  DYNAMIC HT  -         319.182 (meters)    1047.18  (feet)  COMP
 GZ0108  MODELED GRAV-     979,898.3   (mgal)                       NAVD 88
 GZ0108
 GZ0108  VERT ORDER  -  SECOND    CLASS 0
 GZ0108
 GZ0108.The horizontal coordinates were scaled from a topographic map and have
 GZ0108.an estimated accuracy of +/- 6 seconds.
 GZ0108
 GZ0108.The orthometric height was determined by differential leveling
 GZ0108.and adjusted by the National Geodetic Survey in June 1991..
 GZ0108
 GZ0108.The geoid height was determined by GEOID03.
 GZ0108
 GZ0108.The dynamic height is computed by dividing the NAVD 88
 GZ0108.geopotential number by the normal gravity value computed on the
 GZ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0108.degrees latitude (g = 980.6199 gals.).
 GZ0108
 GZ0108.The modeled gravity was interpolated from observed gravity values.
 GZ0108
 GZ0108;                    North         East    Units  Estimated Accuracy
 GZ0108;SPC KY1Z     - 1,185,310.    1,619,150.      MT  (+/- 180 meters Scaled)
 GZ0108
 GZ0108                          SUPERSEDED SURVEY CONTROL
 GZ0108
 GZ0108  NGVD 29 (??/??/92)  319.570  (m)         1048.46   (f) ADJ UNCH    2 0
 GZ0108
 GZ0108.Superseded values are not recommended for survey control.
 GZ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0108.See file dsdata.txt to determine how the superseded data were derived.
 GZ0108
 GZ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH288084(NAD 83)
 GZ0108_MARKER: DD = SURVEY DISK
 GZ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0108_STAMPING: I75-L95-1960
 GZ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0108+STABILITY: SURFACE MOTION
 GZ0108
 GZ0108  HISTORY     - Date     Condition        Report By
 GZ0108  HISTORY     - 1960     MONUMENTED       PAS
 GZ0108  HISTORY     - 1983     GOOD             KYDT
 GZ0108
 GZ0108                          STATION DESCRIPTION
 GZ0108
 GZ0108'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0108'3.5 MI NW FROM ATHENS.
 GZ0108'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0108'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.7 MILES NORTH
 GZ0108'ALONG CLEVELAND ROAD, THENCE ABOUT 0.3 MILE NORTHWEST ALONG
 GZ0108'SULPHUR WELL ROAD, THENCE ABOUT 1.55 MILES WEST ALONG TODDS
 GZ0108'ROAD, ABOUT 0.4 MILE EAST OF THE INTERSECTION OF TODDS ROAD AND
 GZ0108'WALNUT HILL-CHILESBURG ROAD, ABOUT 90 FEET WEST OF THE SOUTH END
 GZ0108'OF A 12 INCH CORRUGATED METAL PIPE UNDER ROAD, 23.8 FEET WEST
 GZ0108'OF TELEPHONE POLE 140, 22.4 FEET NORTHEAST OF A 14 INCH WALNUT
 GZ0108'TREE, 18.3 FEET SOUTHEAST OF CENTER OF ROAD, 1.8 FEET NORTHWEST
 GZ0108'OF WIRE FENCE AND 1.7 FEET NORTHEAST OF A METAL WITNESS POST
 GZ0108'AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 GZ0108'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AND STAMPED
 GZ0108'I75-L95-1960.
 GZ0108
 GZ0108                          STATION RECOVERY (1983)
 GZ0108
 GZ0108'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ0108'MARK IS 14.5 FEET WEST OF METAL WITNESS POST AND SIGN INSTEAD OF 1.7
 GZ0108'FT NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0171 ***********************************************************************
 HZ0171  DESIGNATION -  I75 L 96
 HZ0171  PID         -  HZ0171
 HZ0171  STATE/COUNTY-  KY/FAYETTE
 HZ0171  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0171
 HZ0171                         *CURRENT SURVEY CONTROL
 HZ0171  ___________________________________________________________________
 HZ0171* NAD 83(1986)-  38 00 38.     (N)    084 23 50.     (W)     SCALED    
 HZ0171* NAVD 88     -       317.365  (meters)    1041.22   (feet)  ADJUSTED  
 HZ0171  ___________________________________________________________________
 HZ0171  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HZ0171  DYNAMIC HT  -         317.136 (meters)    1040.47  (feet)  COMP
 HZ0171  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 HZ0171
 HZ0171  VERT ORDER  -  SECOND    CLASS 0
 HZ0171
 HZ0171.The horizontal coordinates were scaled from a topographic map and have
 HZ0171.an estimated accuracy of +/- 6 seconds.
 HZ0171
 HZ0171.The orthometric height was determined by differential leveling
 HZ0171.and adjusted by the National Geodetic Survey in June 1991..
 HZ0171
 HZ0171.The geoid height was determined by GEOID03.
 HZ0171
 HZ0171.The dynamic height is computed by dividing the NAVD 88
 HZ0171.geopotential number by the normal gravity value computed on the
 HZ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0171.degrees latitude (g = 980.6199 gals.).
 HZ0171
 HZ0171.The modeled gravity was interpolated from observed gravity values.
 HZ0171
 HZ0171;                    North         East    Units  Estimated Accuracy
 HZ0171;SPC KY1Z     - 1,187,000.    1,618,790.      MT  (+/- 180 meters Scaled)
 HZ0171
 HZ0171                          SUPERSEDED SURVEY CONTROL
 HZ0171
 HZ0171  NGVD 29 (??/??/92)  317.522  (m)         1041.74   (f) ADJ UNCH    2 0
 HZ0171
 HZ0171.Superseded values are not recommended for survey control.
 HZ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0171.See file dsdata.txt to determine how the superseded data were derived.
 HZ0171
 HZ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH285101(NAD 83)
 HZ0171_MARKER: DD = SURVEY DISK
 HZ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0171_STAMPING: I75-L96-1960
 HZ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0171+STABILITY: SURFACE MOTION
 HZ0171
 HZ0171  HISTORY     - Date     Condition        Report By
 HZ0171  HISTORY     - 1960     MONUMENTED       PAS
 HZ0171
 HZ0171                          STATION DESCRIPTION
 HZ0171
 HZ0171'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0171'4.5 MI NW FROM ATHENS.
 HZ0171'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 HZ0171'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.7 MILES NORTH ALONG
 HZ0171'CLEVELAND ROAD, THENCE ABOUT 0.3 MILE NORTHWEST ALONG SULPHUR
 HZ0171'WELL ROAD, THENCE ABOUT 1.95 MILES WEST ALONG TODDS ROAD, THENCE
 HZ0171'ABOUT 0.55 MILE NORTHEAST ALONG THE WALNUT HILL-CHILESBURG ROAD,
 HZ0171'THENCE ABOUT 0.7 MILE NORTHWEST ON FARM ROAD ACROSS PASTURE TO
 HZ0171'RAILROAD AND THE MARK.  IT IS ABOUT 1.2 MILES EAST ALONG THE
 HZ0171'C AND O R.R. FROM THE CROSSING AT BRIGHTON, ABOUT 560 FEET WEST
 HZ0171'OF A PRIVATE ROAD CROSSING, 25.2 FEET SOUTH OF THE SOUTH RAIL,
 HZ0171'6.2 FEET NORTHEAST OF THE NORTH END OF GATE, 2.9 FEET NORTHWEST
 HZ0171'OF A METAL WITNESS POST AND SIGN, 1.9 FEET NORTH OF R.R.
 HZ0171'RIGHT-OF-WAY FENCE AND ABOUT 8 FEET LOWER THAN TRACK.  A KENTUCKY
 HZ0171'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 HZ0171'POST FLUSH WITH GROUND AND STAMPED I75-96-1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2578 ***********************************************************************
 HZ2578  DESIGNATION -  I75 L 97 RESET
 HZ2578  PID         -  HZ2578
 HZ2578  STATE/COUNTY-  KY/FAYETTE
 HZ2578  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2578
 HZ2578                         *CURRENT SURVEY CONTROL
 HZ2578  ___________________________________________________________________
 HZ2578* NAD 83(1986)-  38 01 21.     (N)    084 24 36.     (W)     SCALED    
 HZ2578* NAVD 88     -       306.77   (meters)    1006.5    (feet)  RESET     
 HZ2578  ___________________________________________________________________
 HZ2578  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HZ2578
 HZ2578  VERT ORDER  -  THIRD
 HZ2578
 HZ2578.The horizontal coordinates were scaled from a topographic map and have
 HZ2578.an estimated accuracy of +/- 6 seconds.
 HZ2578
 HZ2578.The orthometric height was computed from unverified reset data.
 HZ2578.No vertical observational check was made to the station.
 HZ2578
 HZ2578.The geoid height was determined by GEOID03.
 HZ2578
 HZ2578;                    North         East    Units  Estimated Accuracy
 HZ2578;SPC KY1Z     - 1,188,310.    1,617,650.      MT  (+/- 180 meters Scaled)
 HZ2578
 HZ2578                          SUPERSEDED SURVEY CONTROL
 HZ2578
 HZ2578  NGVD 29 (10/08/05)  306.93   (m)         1007.0    (f) RESET       3  
 HZ2578
 HZ2578.Superseded values are not recommended for survey control.
 HZ2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2578.See file dsdata.txt to determine how the superseded data were derived.
 HZ2578
 HZ2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH273114(NAD 83)
 HZ2578_MARKER: DB = BENCH MARK DISK
 HZ2578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ2578_SP_SET: BRIDGE FLOOR
 HZ2578_STAMPING: I-75 L-97 RESET 1988
 HZ2578_MARK LOGO: NGS   
 HZ2578_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2578+STABILITY: SURFACE MOTION
 HZ2578
 HZ2578  HISTORY     - Date     Condition        Report By
 HZ2578  HISTORY     - 1988     MONUMENTED       KYDT
 HZ2578
 HZ2578                          STATION DESCRIPTION
 HZ2578
 HZ2578'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1988
 HZ2578'3.0 MILES ALONG U.S. HIGHWAY 60 FROM THE INTERSECTION OF BELTLINE ROAD
 HZ2578'(KY 4) ON THE EAST SIDE OF LEXINGTON TO MAN-O-WAR BOULEVARD, (FOMERLY
 HZ2578'BRYANT ROAD), THENCE ABOUT 1.25 MILES SOUTHWEST ALONG MAN-O-WAR
 HZ2578'BOULEVARD TO THE BRIDGE OVER I-75, IN THE SOUTHEAST END OF FLOOR OF
 HZ2578'CONCRETE BRIDGE OVER I-75, LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0153 ***********************************************************************
 HZ0153  DESIGNATION -  I75 L 98
 HZ0153  PID         -  HZ0153
 HZ0153  STATE/COUNTY-  KY/FAYETTE
 HZ0153  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0153
 HZ0153                         *CURRENT SURVEY CONTROL
 HZ0153  ___________________________________________________________________
 HZ0153* NAD 83(1986)-  38 03 05.     (N)    084 25 19.     (W)     SCALED    
 HZ0153* NAVD 88     -       282.277  (meters)     926.10   (feet)  ADJUSTED  
 HZ0153  ___________________________________________________________________
 HZ0153  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HZ0153  DYNAMIC HT  -         282.072 (meters)     925.43  (feet)  COMP
 HZ0153  MODELED GRAV-     979,896.0   (mgal)                       NAVD 88
 HZ0153
 HZ0153  VERT ORDER  -  SECOND    CLASS 0
 HZ0153
 HZ0153.The horizontal coordinates were scaled from a topographic map and have
 HZ0153.an estimated accuracy of +/- 6 seconds.
 HZ0153
 HZ0153.The orthometric height was determined by differential leveling
 HZ0153.and adjusted by the National Geodetic Survey in June 1991..
 HZ0153
 HZ0153.The geoid height was determined by GEOID03.
 HZ0153
 HZ0153.The dynamic height is computed by dividing the NAVD 88
 HZ0153.geopotential number by the normal gravity value computed on the
 HZ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0153.degrees latitude (g = 980.6199 gals.).
 HZ0153
 HZ0153.The modeled gravity was interpolated from observed gravity values.
 HZ0153
 HZ0153;                    North         East    Units  Estimated Accuracy
 HZ0153;SPC KY1Z     - 1,191,500.    1,616,550.      MT  (+/- 180 meters Scaled)
 HZ0153
 HZ0153                          SUPERSEDED SURVEY CONTROL
 HZ0153
 HZ0153  NGVD 29 (??/??/92)  282.432  (m)          926.61   (f) ADJ UNCH    2 0
 HZ0153
 HZ0153.Superseded values are not recommended for survey control.
 HZ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0153.See file dsdata.txt to determine how the superseded data were derived.
 HZ0153
 HZ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH262146(NAD 83)
 HZ0153_MARKER: DD = SURVEY DISK
 HZ0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0153_STAMPING: I75-L98-1960
 HZ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0153+STABILITY: SURFACE MOTION
 HZ0153
 HZ0153  HISTORY     - Date     Condition        Report By
 HZ0153  HISTORY     - 1960     MONUMENTED       PAS
 HZ0153
 HZ0153                          STATION DESCRIPTION
 HZ0153
 HZ0153'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0153'4 MI E FROM LEXINGTON.
 HZ0153'ABOUT 1.4 MILES NORTHEAST ALONG BRYAN STATION ROAD FROM THE
 HZ0153'INTERSECTION OF BELT LINE ROAD (U.S. HIGHWAYS 25 AND 421 BY-PASS)
 HZ0153'ON THE EAST SIDE OF LEXINGTON, TO HUME ROAD, THENCE ABOUT 1.5
 HZ0153'MILES SOUTHEAST ALONG HUME ROAD, ABOUT 0.75 MILE NORTHWEST
 HZ0153'ALONG HUME ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 60, 36.5
 HZ0153'FEET SOUTHEAST OF AN 8 INCH ASH TREE, 21 FEET SOUTHWEST OF
 HZ0153'CENTER OF HUME ROAD, AND DRIVE NORTHEAST, 9 FEET NORTHWEST OF A
 HZ0153'4 INCH WALNUT TREE, 2 FEET NORTHEAST OF A WIRE FENCE.  A KENTUCKY
 HZ0153'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF A CONE
 HZ0153'CYLINDER PROJECTING 2 INCHES AND STAMPED I75-L98-1960.  NOTE-- BENCH
 HZ0153'MARK IS 1.3 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0108 ***********************************************************************
 HZ0108  DESIGNATION -  I75 L 99
 HZ0108  PID         -  HZ0108
 HZ0108  STATE/COUNTY-  KY/FAYETTE
 HZ0108  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0108
 HZ0108                         *CURRENT SURVEY CONTROL
 HZ0108  ___________________________________________________________________
 HZ0108* NAD 83(1986)-  38 05 33.     (N)    084 27 54.     (W)     SCALED    
 HZ0108* NAVD 88     -       285.493  (meters)     936.65   (feet)  ADJUSTED  
 HZ0108  ___________________________________________________________________
 HZ0108  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ0108  DYNAMIC HT  -         285.285 (meters)     935.97  (feet)  COMP
 HZ0108  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 HZ0108
 HZ0108  VERT ORDER  -  SECOND    CLASS 0
 HZ0108
 HZ0108.The horizontal coordinates were scaled from a topographic map and have
 HZ0108.an estimated accuracy of +/- 6 seconds.
 HZ0108
 HZ0108.The orthometric height was determined by differential leveling
 HZ0108.and adjusted by the National Geodetic Survey in June 1991..
 HZ0108
 HZ0108.The geoid height was determined by GEOID03.
 HZ0108
 HZ0108.The dynamic height is computed by dividing the NAVD 88
 HZ0108.geopotential number by the normal gravity value computed on the
 HZ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0108.degrees latitude (g = 980.6199 gals.).
 HZ0108
 HZ0108.The modeled gravity was interpolated from observed gravity values.
 HZ0108
 HZ0108;                    North         East    Units  Estimated Accuracy
 HZ0108;SPC KY1Z     - 1,196,010.    1,612,710.      MT  (+/- 180 meters Scaled)
 HZ0108
 HZ0108                          SUPERSEDED SURVEY CONTROL
 HZ0108
 HZ0108  NGVD 29 (??/??/92)  285.652  (m)          937.18   (f) ADJ UNCH    2 0
 HZ0108
 HZ0108.Superseded values are not recommended for survey control.
 HZ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0108.See file dsdata.txt to determine how the superseded data were derived.
 HZ0108
 HZ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH223191(NAD 83)
 HZ0108_MARKER: DD = SURVEY DISK
 HZ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0108_STAMPING: I75-L99 1960
 HZ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0108+STABILITY: SURFACE MOTION
 HZ0108
 HZ0108  HISTORY     - Date     Condition        Report By
 HZ0108  HISTORY     - 1960     MONUMENTED       PAS
 HZ0108
 HZ0108                          STATION DESCRIPTION
 HZ0108
 HZ0108'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0108'4 MI NE FROM LEXINGTON.
 HZ0108'ABOUT 1.6 MILES NORTHEAST ALONG RUSSELL CAVE PIKE FROM THE
 HZ0108'INTERSECTION OF BELT LINE ROAD (U.S. HIGHWAYS 421 AND 25 BY-PASS)
 HZ0108'ON THE EAST SIDE OF LEXINGTON, ABOUT 0.3 MILE SOUTHWEST OF THE
 HZ0108'INTERSECTION OF SWIGERT AVENUE, AT THE ENTRANCE TO KINGSTON
 HZ0108'FARM, 27 FEET NORTH NORTHWEST OF INTERSECTION OF RUSSELL CAVE
 HZ0108'PIKE AND DRIVE NORTHWEST TO KINGSTON FARM, 25.5 FEET WEST OF
 HZ0108'CENTER OF RUSSELL CAVE PIKE, 7 FEET SOUTHWEST OF A TWIN TRUNK
 HZ0108'WILD CHERRY TREE, 9.2 FEET EAST OF NORTHEAST CORNER OF STONE
 HZ0108'GATE POST, 1 FOOT SOUTH OF STONE FENCE.  A KENTUCKY DEPARTMENT
 HZ0108'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE CYLINDER
 HZ0108'PROJECTING 1 INCH AND STAMPED I75-L99-1960.  NOTE-- BENCH MARK
 HZ0108'IS 2.5 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0645 ***********************************************************************
 GZ0645  DESIGNATION -  I75 L A 100
 GZ0645  PID         -  GZ0645
 GZ0645  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0645  USGS QUAD   -  LIVINGSTON (1969)
 GZ0645
 GZ0645                         *CURRENT SURVEY CONTROL
 GZ0645  ___________________________________________________________________
 GZ0645* NAD 83(1986)-  37 15 49.     (N)    084 14 50.     (W)     SCALED    
 GZ0645* NAVD 88     -       300.846  (meters)     987.03   (feet)  ADJUSTED  
 GZ0645  ___________________________________________________________________
 GZ0645  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GZ0645  DYNAMIC HT  -         300.615 (meters)     986.27  (feet)  COMP
 GZ0645  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 GZ0645
 GZ0645  VERT ORDER  -  SECOND    CLASS 0
 GZ0645
 GZ0645.The horizontal coordinates were scaled from a topographic map and have
 GZ0645.an estimated accuracy of +/- 6 seconds.
 GZ0645
 GZ0645.The orthometric height was determined by differential leveling
 GZ0645.and adjusted by the National Geodetic Survey in June 1991..
 GZ0645
 GZ0645.The geoid height was determined by GEOID03.
 GZ0645
 GZ0645.The dynamic height is computed by dividing the NAVD 88
 GZ0645.geopotential number by the normal gravity value computed on the
 GZ0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0645.degrees latitude (g = 980.6199 gals.).
 GZ0645
 GZ0645.The modeled gravity was interpolated from observed gravity values.
 GZ0645
 GZ0645;                    North         East    Units  Estimated Accuracy
 GZ0645;SPC KY1Z     - 1,104,320.    1,633,290.      MT  (+/- 180 meters Scaled)
 GZ0645
 GZ0645                          SUPERSEDED SURVEY CONTROL
 GZ0645
 GZ0645  NGVD 29 (??/??/92)  301.004  (m)          987.54   (f) ADJ UNCH    2 0
 GZ0645
 GZ0645.Superseded values are not recommended for survey control.
 GZ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0645.See file dsdata.txt to determine how the superseded data were derived.
 GZ0645
 GZ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG441276(NAD 83)
 GZ0645_MARKER: DD = SURVEY DISK
 GZ0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0645_STAMPING: I-75 L-A100 1963
 GZ0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0645+STABILITY: SURFACE MOTION
 GZ0645
 GZ0645  HISTORY     - Date     Condition        Report By
 GZ0645  HISTORY     - 1963     MONUMENTED       PAS
 GZ0645  HISTORY     - 20050428 MARK NOT FOUND   KYTC
 GZ0645
 GZ0645                          STATION DESCRIPTION
 GZ0645
 GZ0645'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0645'2.9 MI SW FROM LIVINGSTON.
 GZ0645'ABOUT 4.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0645'OFFICE AT LIVINGSTON, THENCE ABOUT 1.85 MILES SOUTHWEST ALONG
 GZ0645'STATE HIGHWAY NO. 1329, THENCE ABOUT 1.65 MILES NORTHWEST ALONG
 GZ0645'DIRT ROAD TO AN OLD ROAD RIGHT AT A FRAME HOUSE, THENCE ABOUT 0.05
 GZ0645'MILE NORTHEAST ALONG OLD ROAD, ABOUT 280 FEET EAST OF THE
 GZ0645'SOUTHEAST CORNER OF FRAME HOUSE, 30 FEET SOUTHEAST AND ACROSS
 GZ0645'ROAD FROM A TWIN 12-INCH WHITE OAK TREE, 16 FEET SOUTHEAST OF THE
 GZ0645'CENTER OF OLD ROAD, 1.6 FEET NORTHWEST OF METAL WITNESS POST AND
 GZ0645'SIGN AND ABOUT 5 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT
 GZ0645'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE PROJECTING
 GZ0645'2 INCHES AND STAMPED I-75 L-A100 1963.
 GZ0645
 GZ0645                          STATION RECOVERY (2005)
 GZ0645
 GZ0645'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0644 ***********************************************************************
 GZ0644  DESIGNATION -  I75 L A 101
 GZ0644  PID         -  GZ0644
 GZ0644  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0644  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0644
 GZ0644                         *CURRENT SURVEY CONTROL
 GZ0644  ___________________________________________________________________
 GZ0644* NAD 83(1986)-  37 16 42.     (N)    084 15 04.     (W)     SCALED    
 GZ0644* NAVD 88     -       331.293  (meters)    1086.92   (feet)  ADJUSTED  
 GZ0644  ___________________________________________________________________
 GZ0644  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GZ0644  DYNAMIC HT  -         331.039 (meters)    1086.08  (feet)  COMP
 GZ0644  MODELED GRAV-     979,852.0   (mgal)                       NAVD 88
 GZ0644
 GZ0644  VERT ORDER  -  SECOND    CLASS 0
 GZ0644
 GZ0644.The horizontal coordinates were scaled from a topographic map and have
 GZ0644.an estimated accuracy of +/- 6 seconds.
 GZ0644
 GZ0644.The orthometric height was determined by differential leveling
 GZ0644.and adjusted by the National Geodetic Survey in June 1991..
 GZ0644
 GZ0644.The geoid height was determined by GEOID03.
 GZ0644
 GZ0644.The dynamic height is computed by dividing the NAVD 88
 GZ0644.geopotential number by the normal gravity value computed on the
 GZ0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0644.degrees latitude (g = 980.6199 gals.).
 GZ0644
 GZ0644.The modeled gravity was interpolated from observed gravity values.
 GZ0644
 GZ0644;                    North         East    Units  Estimated Accuracy
 GZ0644;SPC KY1Z     - 1,105,950.    1,632,920.      MT  (+/- 180 meters Scaled)
 GZ0644
 GZ0644                          SUPERSEDED SURVEY CONTROL
 GZ0644
 GZ0644  NGVD 29 (??/??/92)  331.450  (m)         1087.43   (f) ADJ UNCH    2 0
 GZ0644
 GZ0644.Superseded values are not recommended for survey control.
 GZ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0644.See file dsdata.txt to determine how the superseded data were derived.
 GZ0644
 GZ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG437292(NAD 83)
 GZ0644_MARKER: DD = SURVEY DISK
 GZ0644_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0644_SP_SET: ROCK OUTCROP
 GZ0644_STAMPING: I-75 L-A101 1963
 GZ0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0644+STABILITY: POSITION/ELEVATION WELL
 GZ0644
 GZ0644  HISTORY     - Date     Condition        Report By
 GZ0644  HISTORY     - 1963     MONUMENTED       PAS
 GZ0644
 GZ0644                          STATION DESCRIPTION
 GZ0644
 GZ0644'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0644'2.5 MI SW FROM LIVINGSTON.
 GZ0644'ABOUT 4.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0644'OFFICE AT LIVINGSTON, THENCE ABOUT 1.85 MILES SOUTHWEST ALONG
 GZ0644'STATE HIGHWAY NO. 1329, THENCE ABOUT 1.95 MILES NORTHWEST ALONG
 GZ0644'DIRT ROAD TO MR. JAMES SCALF RESIDENCE AND END OF TRUCK TRAVEL.
 GZ0644'FROM THIS POINT, FOLLOW TRAIL NORTHWEST ALONG LONG BRANCH FOR
 GZ0644'ABOUT 0.8 MILE TO MARK.  IT IS APPROXIMATELY 75 YARDS NORTH OF A
 GZ0644'TRAIL FORK, APPROXIMATELY 75 YARDS NORTHEAST OF THE JUNCTION OF
 GZ0644'LONG BRANCH AND SMALL STREAM, 47 FEET NORTHWEST OF THE CENTER OF
 GZ0644'SMALL STREAM, 41 FEET SOUTHEAST OF THE CENTER OF TRAIL, 7 FEET
 GZ0644'NORTH OF A 12-INCH RED OAK TREE AND 3.2 FEET SOUTH-SOUTHEAST OF
 GZ0644'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0644'BENCH MARK DISK SET IN DRILL HOLE IN THE TOP OF SANDSTONE
 GZ0644'OUTCROPPING AND STAMPED I-75 L-A101 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0639 ***********************************************************************
 GZ0639  DESIGNATION -  I75 L A 102
 GZ0639  PID         -  GZ0639
 GZ0639  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0639  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0639
 GZ0639                         *CURRENT SURVEY CONTROL
 GZ0639  ___________________________________________________________________
 GZ0639* NAD 83(1986)-  37 18 00.     (N)    084 16 25.     (W)     SCALED    
 GZ0639* NAVD 88     -       419.618  (meters)    1376.70   (feet)  ADJUSTED  
 GZ0639  ___________________________________________________________________
 GZ0639  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GZ0639  DYNAMIC HT  -         419.303 (meters)    1375.66  (feet)  COMP
 GZ0639  MODELED GRAV-     979,865.8   (mgal)                       NAVD 88
 GZ0639
 GZ0639  VERT ORDER  -  SECOND    CLASS 0
 GZ0639
 GZ0639.The horizontal coordinates were scaled from a topographic map and have
 GZ0639.an estimated accuracy of +/- 6 seconds.
 GZ0639
 GZ0639.The orthometric height was determined by differential leveling
 GZ0639.and adjusted by the National Geodetic Survey in June 1991..
 GZ0639
 GZ0639.The geoid height was determined by GEOID03.
 GZ0639
 GZ0639.The dynamic height is computed by dividing the NAVD 88
 GZ0639.geopotential number by the normal gravity value computed on the
 GZ0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0639.degrees latitude (g = 980.6199 gals.).
 GZ0639
 GZ0639.The modeled gravity was interpolated from observed gravity values.
 GZ0639
 GZ0639;                    North         East    Units  Estimated Accuracy
 GZ0639;SPC KY1Z     - 1,108,320.    1,630,890.      MT  (+/- 180 meters Scaled)
 GZ0639
 GZ0639                          SUPERSEDED SURVEY CONTROL
 GZ0639
 GZ0639  NGVD 29 (??/??/92)  419.786  (m)         1377.25   (f) ADJ UNCH    2 0
 GZ0639
 GZ0639.Superseded values are not recommended for survey control.
 GZ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0639.See file dsdata.txt to determine how the superseded data were derived.
 GZ0639
 GZ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG416316(NAD 83)
 GZ0639_MARKER: DD = SURVEY DISK
 GZ0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0639_STAMPING: I 75 L A102 1963
 GZ0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0639+STABILITY: SURFACE MOTION
 GZ0639
 GZ0639  HISTORY     - Date     Condition        Report By
 GZ0639  HISTORY     - 1963     MONUMENTED       PAS
 GZ0639
 GZ0639                          STATION DESCRIPTION
 GZ0639
 GZ0639'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0639'6.1 MI SE FROM MOUNT VERNON.
 GZ0639'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0639'ROCKCASTLE COUNTY COURT HOUSE AT MOUNT VERNON, THENCE ABOUT
 GZ0639'2.3 MILES SOUTH ALONG A BLACK TOP AND A GRAVEL ROAD, THENCE
 GZ0639'ABOUT 2.6 MILES SOUTHEAST ALONG GRAVEL ROAD TO A WOODS ROAD
 GZ0639'LEFT, TURN SHARP LEFT AND FOLLOW WOODS ROAD NORTH FOR 0.1 MILE
 GZ0639'TO MARK ON LEFT.  IT IS 19 FEET NORTH OF THE CENTER OF WOODS
 GZ0639'ROAD, 9 1/2 FEET NORTHWEST OF A 24-INCH RED OAK TREE, 9 FEET
 GZ0639'NORTH-NORTHEAST OF AN 18-INCH WHITE OAK TREE AND 1.9 FEET
 GZ0639'NORTHEAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GZ0639'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE PROJECTING
 GZ0639'1 INCH AND STAMPED I-75 L-A102 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0634 ***********************************************************************
 GZ0634  DESIGNATION -  I75 L A 103
 GZ0634  PID         -  GZ0634
 GZ0634  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0634  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0634
 GZ0634                         *CURRENT SURVEY CONTROL
 GZ0634  ___________________________________________________________________
 GZ0634* NAD 83(1986)-  37 18 57.     (N)    084 17 54.     (W)     SCALED    
 GZ0634* NAVD 88     -       419.810  (meters)    1377.33   (feet)  ADJUSTED  
 GZ0634  ___________________________________________________________________
 GZ0634  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 GZ0634  DYNAMIC HT  -         419.495 (meters)    1376.29  (feet)  COMP
 GZ0634  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 GZ0634
 GZ0634  VERT ORDER  -  SECOND    CLASS 0
 GZ0634
 GZ0634.The horizontal coordinates were scaled from a topographic map and have
 GZ0634.an estimated accuracy of +/- 6 seconds.
 GZ0634
 GZ0634.The orthometric height was determined by differential leveling
 GZ0634.and adjusted by the National Geodetic Survey in June 1991..
 GZ0634
 GZ0634.The geoid height was determined by GEOID03.
 GZ0634
 GZ0634.The dynamic height is computed by dividing the NAVD 88
 GZ0634.geopotential number by the normal gravity value computed on the
 GZ0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0634.degrees latitude (g = 980.6199 gals.).
 GZ0634
 GZ0634.The modeled gravity was interpolated from observed gravity values.
 GZ0634
 GZ0634;                    North         East    Units  Estimated Accuracy
 GZ0634;SPC KY1Z     - 1,110,040.    1,628,670.      MT  (+/- 180 meters Scaled)
 GZ0634
 GZ0634                          SUPERSEDED SURVEY CONTROL
 GZ0634
 GZ0634  NGVD 29 (??/??/92)  419.972  (m)         1377.86   (f) ADJ UNCH    2 0
 GZ0634
 GZ0634.Superseded values are not recommended for survey control.
 GZ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0634.See file dsdata.txt to determine how the superseded data were derived.
 GZ0634
 GZ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG394333(NAD 83)
 GZ0634_MARKER: DD = SURVEY DISK
 GZ0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0634_STAMPING: I 75 L A103 1963
 GZ0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0634+STABILITY: SURFACE MOTION
 GZ0634
 GZ0634  HISTORY     - Date     Condition        Report By
 GZ0634  HISTORY     - 1963     MONUMENTED       PAS
 GZ0634
 GZ0634                          STATION DESCRIPTION
 GZ0634
 GZ0634'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0634'4 MI SE FROM MOUNT VERNON.
 GZ0634'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0634'ROCKCASTLE COUNTY COURT HOUSE AT MOUNT VERNON, THENCE ABOUT
 GZ0634'2.3 MILES SOUTH ALONG A BLACK TOP AND A GRAVEL ROAD, THENCE
 GZ0634'ABOUT 0.5 MILE SOUTHEAST ALONG GRAVEL ROAD, 63 FEET
 GZ0634'SOUTH-SOUTHEAST AND ACROSS ROAD FROM AN 18-INCH HICKORY TREE,
 GZ0634'2 FEET SOUTHWEST OF THE CENTER OF ROAD, 2.1 FEET NORTHEAST OF
 GZ0634'METAL WITNESS POST AND SIGN AND ABOUT LEVEL WITH ROAD.  A
 GZ0634'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0634'CONCRETE PROJECTING 1 INCH AND STAMPED I-75 L-A103 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0629 ***********************************************************************
 GZ0629  DESIGNATION -  I75 L A 104
 GZ0629  PID         -  GZ0629
 GZ0629  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0629  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0629
 GZ0629                         *CURRENT SURVEY CONTROL
 GZ0629  ___________________________________________________________________
 GZ0629* NAD 83(1986)-  37 19 55.     (N)    084 18 31.     (W)     SCALED    
 GZ0629* NAVD 88     -       411.690  (meters)    1350.69   (feet)  ADJUSTED  
 GZ0629  ___________________________________________________________________
 GZ0629  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GZ0629  DYNAMIC HT  -         411.379 (meters)    1349.67  (feet)  COMP
 GZ0629  MODELED GRAV-     979,861.5   (mgal)                       NAVD 88
 GZ0629
 GZ0629  VERT ORDER  -  SECOND    CLASS 0
 GZ0629
 GZ0629.The horizontal coordinates were scaled from a topographic map and have
 GZ0629.an estimated accuracy of +/- 6 seconds.
 GZ0629
 GZ0629.The orthometric height was determined by differential leveling
 GZ0629.and adjusted by the National Geodetic Survey in June 1991..
 GZ0629
 GZ0629.The geoid height was determined by GEOID03.
 GZ0629
 GZ0629.The dynamic height is computed by dividing the NAVD 88
 GZ0629.geopotential number by the normal gravity value computed on the
 GZ0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0629.degrees latitude (g = 980.6199 gals.).
 GZ0629
 GZ0629.The modeled gravity was interpolated from observed gravity values.
 GZ0629
 GZ0629;                    North         East    Units  Estimated Accuracy
 GZ0629;SPC KY1Z     - 1,111,820.    1,627,730.      MT  (+/- 180 meters Scaled)
 GZ0629
 GZ0629                          SUPERSEDED SURVEY CONTROL
 GZ0629
 GZ0629  NGVD 29 (??/??/92)  411.850  (m)         1351.21   (f) ADJ UNCH    2 0
 GZ0629
 GZ0629.Superseded values are not recommended for survey control.
 GZ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0629.See file dsdata.txt to determine how the superseded data were derived.
 GZ0629
 GZ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG384350(NAD 83)
 GZ0629_MARKER: DD = SURVEY DISK
 GZ0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0629_STAMPING: I 75 L A104 1963
 GZ0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0629+STABILITY: SURFACE MOTION
 GZ0629
 GZ0629  HISTORY     - Date     Condition        Report By
 GZ0629  HISTORY     - 1963     MONUMENTED       PAS
 GZ0629
 GZ0629                          STATION DESCRIPTION
 GZ0629
 GZ0629'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0629'2.7 MI SE FROM MOUNT VERNON.
 GZ0629'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0629'ROCKCASTLE COUNTY COURT HOUSE AT MOUNT VERNON, THENCE ABOUT 1.2
 GZ0629'MILES SOUTH ALONG A BLACK TOP AND A GRAVEL ROAD, ABOUT 73 YARDS
 GZ0629'SOUTHEAST OF A ONE STORY FRAME HOUSE, 24 FEET EAST OF THE CENTER
 GZ0629'OF GRAVEL ROAD, 9 1/2 FEET SOUTHWEST OF A 12-INCH POPLAR TREE,
 GZ0629'1.6 FEET NORTHWEST OF METAL WITNESS POST AND SIGN AND ABOUT 1
 GZ0629'FOOT LOWER THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 GZ0629'MARK DISK SET IN TOP OF CONCRETE PROJECTING 1 INCH AND
 GZ0629'STAMPED I-75 L-A104 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0628 ***********************************************************************
 GZ0628  DESIGNATION -  I75 L A 105
 GZ0628  PID         -  GZ0628
 GZ0628  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0628  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0628
 GZ0628                         *CURRENT SURVEY CONTROL
 GZ0628  ___________________________________________________________________
 GZ0628* NAD 83(1986)-  37 20 19.     (N)    084 19 00.     (W)     SCALED    
 GZ0628* NAVD 88     -       422.376  (meters)    1385.75   (feet)  ADJUSTED  
 GZ0628  ___________________________________________________________________
 GZ0628  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GZ0628  DYNAMIC HT  -         422.056 (meters)    1384.70  (feet)  COMP
 GZ0628  MODELED GRAV-     979,859.1   (mgal)                       NAVD 88
 GZ0628
 GZ0628  VERT ORDER  -  SECOND    CLASS 0
 GZ0628
 GZ0628.The horizontal coordinates were scaled from a topographic map and have
 GZ0628.an estimated accuracy of +/- 6 seconds.
 GZ0628
 GZ0628.The orthometric height was determined by differential leveling
 GZ0628.and adjusted by the National Geodetic Survey in June 1991..
 GZ0628
 GZ0628.The geoid height was determined by GEOID03.
 GZ0628
 GZ0628.The dynamic height is computed by dividing the NAVD 88
 GZ0628.geopotential number by the normal gravity value computed on the
 GZ0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0628.degrees latitude (g = 980.6199 gals.).
 GZ0628
 GZ0628.The modeled gravity was interpolated from observed gravity values.
 GZ0628
 GZ0628;                    North         East    Units  Estimated Accuracy
 GZ0628;SPC KY1Z     - 1,112,550.    1,627,000.      MT  (+/- 180 meters Scaled)
 GZ0628
 GZ0628                          SUPERSEDED SURVEY CONTROL
 GZ0628
 GZ0628  NGVD 29 (??/??/92)  422.535  (m)         1386.27   (f) ADJ UNCH    2 0
 GZ0628
 GZ0628.Superseded values are not recommended for survey control.
 GZ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0628.See file dsdata.txt to determine how the superseded data were derived.
 GZ0628
 GZ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG377358(NAD 83)
 GZ0628_MARKER: DD = SURVEY DISK
 GZ0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0628_STAMPING: I 75 L A105 1963
 GZ0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0628+STABILITY: SURFACE MOTION
 GZ0628
 GZ0628  HISTORY     - Date     Condition        Report By
 GZ0628  HISTORY     - 1963     MONUMENTED       PAS
 GZ0628
 GZ0628                          STATION DESCRIPTION
 GZ0628
 GZ0628'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0628'2 MI SE FROM MOUNT VERNON.
 GZ0628'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0628'COURT HOUSE AT MOUNT VERNON, THENCE ABOUT 0.45 MILE SOUTH ALONG
 GZ0628'A BLACK TOP ROAD, ABOUT 0.25 MILE SOUTH OF NEW CHESTNUT RIDGE
 GZ0628'SCHOOL, ABOUT 110 FEET NORTHWEST AND ACROSS ROAD FROM THE
 GZ0628'NORTHWEST CORNER OF A 1 1/2 STORY FRAME HOUSE, 61 FEET NORTHWEST
 GZ0628'OF THE INTERSECTION OF ROAD AND DIRT DRIVE SOUTH, 30 FEET
 GZ0628'WEST OF THE CENTER OF ROAD, 1.4 FEET EAST OF METAL WITNESS
 GZ0628'POST AND SIGN AND ABOUT LEVEL WITH ROAD.  A KENTUCKY DEPARTMENT
 GZ0628'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE PROJECTING
 GZ0628'1 INCH AND STAMPED I-75 L-A105 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0210 ***********************************************************************
 GZ0210  DESIGNATION -  I75 L A 106
 GZ0210  PID         -  GZ0210
 GZ0210  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0210  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0210
 GZ0210                         *CURRENT SURVEY CONTROL
 GZ0210  ___________________________________________________________________
 GZ0210* NAD 83(1986)-  37 21 47.     (N)    084 19 29.     (W)     SCALED    
 GZ0210* NAVD 88     -       343.012  (meters)    1125.37   (feet)  ADJUSTED  
 GZ0210  ___________________________________________________________________
 GZ0210  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GZ0210  DYNAMIC HT  -         342.752 (meters)    1124.51  (feet)  COMP
 GZ0210  MODELED GRAV-     979,863.5   (mgal)                       NAVD 88
 GZ0210
 GZ0210  VERT ORDER  -  SECOND    CLASS 0
 GZ0210
 GZ0210.The horizontal coordinates were scaled from a topographic map and have
 GZ0210.an estimated accuracy of +/- 6 seconds.
 GZ0210
 GZ0210.The orthometric height was determined by differential leveling
 GZ0210.and adjusted by the National Geodetic Survey in June 1991..
 GZ0210
 GZ0210.The geoid height was determined by GEOID03.
 GZ0210
 GZ0210.The dynamic height is computed by dividing the NAVD 88
 GZ0210.geopotential number by the normal gravity value computed on the
 GZ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0210.degrees latitude (g = 980.6199 gals.).
 GZ0210
 GZ0210.The modeled gravity was interpolated from observed gravity values.
 GZ0210
 GZ0210;                    North         East    Units  Estimated Accuracy
 GZ0210;SPC KY1Z     - 1,115,250.    1,626,250.      MT  (+/- 180 meters Scaled)
 GZ0210
 GZ0210                          SUPERSEDED SURVEY CONTROL
 GZ0210
 GZ0210  NGVD 29 (??/??/92)  343.170  (m)         1125.88   (f) ADJ UNCH    2 0
 GZ0210
 GZ0210.Superseded values are not recommended for survey control.
 GZ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0210.See file dsdata.txt to determine how the superseded data were derived.
 GZ0210
 GZ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG369385(NAD 83)
 GZ0210_MARKER: DD = SURVEY DISK
 GZ0210_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0210_SP_SET: ROCK LEDGE
 GZ0210_STAMPING: I-75 L-A106 1963
 GZ0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0210+STABILITY: POSITION/ELEVATION WELL
 GZ0210
 GZ0210  HISTORY     - Date     Condition        Report By
 GZ0210  HISTORY     - 1963     MONUMENTED       PAS
 GZ0210
 GZ0210                          STATION DESCRIPTION
 GZ0210
 GZ0210'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0210'1.2 MI E FROM MOUNT VERNON.
 GZ0210'ABOUT 1.25 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE
 GZ0210'RAILROAD FROM THE STATION AT MOUNT VERNON, ABOUT 0.35 MILE
 GZ0210'NORTHEAST OF MILEPOST 130, NEAR THE EAST END OF A ROCK CUT,
 GZ0210'DIRECTLY OPPOSITE THE EAST END OF CUT ON NORTH SIDE OF TRACK,
 GZ0210'34 FEET SOUTHWEST AND ACROSS TRACK FROM A COMMUNICATION POLE,
 GZ0210'6.4 FEET SOUTH OF THE SOUTH RAIL AND ABOUT LEVEL WITH TRACK.
 GZ0210'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL
 GZ0210'HOLE IN TOP OF LIMESTONE LEDGE.  THE DISK IS STAMPED I-75 L-A106
 GZ0210'1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0627 ***********************************************************************
 GZ0627  DESIGNATION -  I75 L A 107
 GZ0627  PID         -  GZ0627
 GZ0627  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0627  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0627
 GZ0627                         *CURRENT SURVEY CONTROL
 GZ0627  ___________________________________________________________________
 GZ0627* NAD 83(1986)-  37 21 48.     (N)    084 19 55.     (W)     SCALED    
 GZ0627* NAVD 88     -       305.086  (meters)    1000.94   (feet)  ADJUSTED  
 GZ0627  ___________________________________________________________________
 GZ0627  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GZ0627  DYNAMIC HT  -         304.855 (meters)    1000.18  (feet)  COMP
 GZ0627  MODELED GRAV-     979,864.4   (mgal)                       NAVD 88
 GZ0627
 GZ0627  VERT ORDER  -  SECOND    CLASS 0
 GZ0627
 GZ0627.The horizontal coordinates were scaled from a topographic map and have
 GZ0627.an estimated accuracy of +/- 6 seconds.
 GZ0627
 GZ0627.The orthometric height was determined by differential leveling
 GZ0627.and adjusted by the National Geodetic Survey in June 1991..
 GZ0627
 GZ0627.The geoid height was determined by GEOID03.
 GZ0627
 GZ0627.The dynamic height is computed by dividing the NAVD 88
 GZ0627.geopotential number by the normal gravity value computed on the
 GZ0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0627.degrees latitude (g = 980.6199 gals.).
 GZ0627
 GZ0627.The modeled gravity was interpolated from observed gravity values.
 GZ0627
 GZ0627;                    North         East    Units  Estimated Accuracy
 GZ0627;SPC KY1Z     - 1,115,270.    1,625,610.      MT  (+/- 180 meters Scaled)
 GZ0627
 GZ0627                          SUPERSEDED SURVEY CONTROL
 GZ0627
 GZ0627  NGVD 29 (??/??/92)  305.244  (m)         1001.45   (f) ADJ UNCH    2 0
 GZ0627
 GZ0627.Superseded values are not recommended for survey control.
 GZ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0627.See file dsdata.txt to determine how the superseded data were derived.
 GZ0627
 GZ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG362385(NAD 83)
 GZ0627_MARKER: DD = SURVEY DISK
 GZ0627_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0627_SP_SET: ROCK LEDGE
 GZ0627_STAMPING: I 75 L A107 1963
 GZ0627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0627+STABILITY: POSITION/ELEVATION WELL
 GZ0627
 GZ0627  HISTORY     - Date     Condition        Report By
 GZ0627  HISTORY     - 1963     MONUMENTED       PAS
 GZ0627
 GZ0627                          STATION DESCRIPTION
 GZ0627
 GZ0627'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0627'0.8 MI NE FROM MOUNT VERNON.
 GZ0627'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0627'RAILROAD STATION IN MOUNT VERNON, THENCE ABOUT 0.3 MILE
 GZ0627'NORTHEAST ALONG GRAVEL ROAD, AT CURVE IN ROAD WHERE A SMALL
 GZ0627'BRANCH LEAVES ROAD, 52.4 FEET NORTH OF THE NORTHWEST CORNER OF
 GZ0627'FRAME GARAGE, 46 FEET NORTHEAST OF FENCE CORNER, 8 FEET NORTH
 GZ0627'OF THE CENTER OF ROAD AND ABOUT 3.5 FEET HIGHER THAN ROAD.
 GZ0627'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 GZ0627'DRILL HOLE IN TOP OF A LIMESTONE LEDGE THAT PARALLELS ROAD.
 GZ0627'DISK IS STAMPED I-75 L-A107 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0626 ***********************************************************************
 GZ0626  DESIGNATION -  I75 L A 108
 GZ0626  PID         -  GZ0626
 GZ0626  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0626  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0626
 GZ0626                         *CURRENT SURVEY CONTROL
 GZ0626  ___________________________________________________________________
 GZ0626* NAD 83(1986)-  37 22 25.     (N)    084 19 05.     (W)     SCALED    
 GZ0626* NAVD 88     -       292.294  (meters)     958.97   (feet)  ADJUSTED  
 GZ0626  ___________________________________________________________________
 GZ0626  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GZ0626  DYNAMIC HT  -         292.073 (meters)     958.24  (feet)  COMP
 GZ0626  MODELED GRAV-     979,866.6   (mgal)                       NAVD 88
 GZ0626
 GZ0626  VERT ORDER  -  SECOND    CLASS 0
 GZ0626
 GZ0626.The horizontal coordinates were scaled from a topographic map and have
 GZ0626.an estimated accuracy of +/- 6 seconds.
 GZ0626
 GZ0626.The orthometric height was determined by differential leveling
 GZ0626.and adjusted by the National Geodetic Survey in June 1991..
 GZ0626
 GZ0626.The geoid height was determined by GEOID03.
 GZ0626
 GZ0626.The dynamic height is computed by dividing the NAVD 88
 GZ0626.geopotential number by the normal gravity value computed on the
 GZ0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0626.degrees latitude (g = 980.6199 gals.).
 GZ0626
 GZ0626.The modeled gravity was interpolated from observed gravity values.
 GZ0626
 GZ0626;                    North         East    Units  Estimated Accuracy
 GZ0626;SPC KY1Z     - 1,116,430.    1,626,820.      MT  (+/- 180 meters Scaled)
 GZ0626
 GZ0626                          SUPERSEDED SURVEY CONTROL
 GZ0626
 GZ0626  NGVD 29 (??/??/92)  292.450  (m)          959.48   (f) ADJ UNCH    2 0
 GZ0626
 GZ0626.Superseded values are not recommended for survey control.
 GZ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0626.See file dsdata.txt to determine how the superseded data were derived.
 GZ0626
 GZ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG374396(NAD 83)
 GZ0626_MARKER: DD = SURVEY DISK
 GZ0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0626_STAMPING: I 75 L A108 1963
 GZ0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0626+STABILITY: SURFACE MOTION
 GZ0626
 GZ0626  HISTORY     - Date     Condition        Report By
 GZ0626  HISTORY     - 1963     MONUMENTED       PAS
 GZ0626
 GZ0626                          STATION DESCRIPTION
 GZ0626
 GZ0626'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0626'1.8 MI NE FROM MOUNT VERNON.
 GZ0626'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0626'RAILROAD STATION IN MOUNT VERNON, THENCE ABOUT 1.5 MILES
 GZ0626'NORTHEAST ALONG GRAVEL ROAD, ABOUT 0.8 MILE SOUTHWEST OF
 GZ0626'BUCKEYE CHURCH, ABOUT 0.1 MILE NORTH OF A DRIVE LEADING
 GZ0626'NORTHWEST TO A 2 STORY FRAME HOUSE, NEAR THE TOP OF GRADE,
 GZ0626'16.5 FEET WEST OF THE CENTER OF ROAD, 2.0 FEET EAST OF METAL
 GZ0626'WITNESS POST AND SIGN AND ABOUT 3 FEET LOWER THAN ROAD.  A
 GZ0626'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0626'CONCRETE PROJECTING 2 INCHES AND STAMPED I-75 L-A108 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0625 ***********************************************************************
 GZ0625  DESIGNATION -  I75 L A 109
 GZ0625  PID         -  GZ0625
 GZ0625  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0625  USGS QUAD   -  WILDIE (1970)
 GZ0625
 GZ0625                         *CURRENT SURVEY CONTROL
 GZ0625  ___________________________________________________________________
 GZ0625* NAD 83(1986)-  37 23 06.     (N)    084 19 52.     (W)     SCALED    
 GZ0625* NAVD 88     -       285.815  (meters)     937.71   (feet)  ADJUSTED  
 GZ0625  ___________________________________________________________________
 GZ0625  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GZ0625  DYNAMIC HT  -         285.601 (meters)     937.01  (feet)  COMP
 GZ0625  MODELED GRAV-     979,873.2   (mgal)                       NAVD 88
 GZ0625
 GZ0625  VERT ORDER  -  SECOND    CLASS 0
 GZ0625
 GZ0625.The horizontal coordinates were scaled from a topographic map and have
 GZ0625.an estimated accuracy of +/- 6 seconds.
 GZ0625
 GZ0625.The orthometric height was determined by differential leveling
 GZ0625.and adjusted by the National Geodetic Survey in June 1991..
 GZ0625
 GZ0625.The geoid height was determined by GEOID03.
 GZ0625
 GZ0625.The dynamic height is computed by dividing the NAVD 88
 GZ0625.geopotential number by the normal gravity value computed on the
 GZ0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0625.degrees latitude (g = 980.6199 gals.).
 GZ0625
 GZ0625.The modeled gravity was interpolated from observed gravity values.
 GZ0625
 GZ0625;                    North         East    Units  Estimated Accuracy
 GZ0625;SPC KY1Z     - 1,117,670.    1,625,650.      MT  (+/- 180 meters Scaled)
 GZ0625
 GZ0625                          SUPERSEDED SURVEY CONTROL
 GZ0625
 GZ0625  NGVD 29 (??/??/92)  285.970  (m)          938.22   (f) ADJ UNCH    2 0
 GZ0625
 GZ0625.Superseded values are not recommended for survey control.
 GZ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0625.See file dsdata.txt to determine how the superseded data were derived.
 GZ0625
 GZ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG362409(NAD 83)
 GZ0625_MARKER: DD = SURVEY DISK
 GZ0625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0625_SP_SET: BRIDGE ABUTMENT
 GZ0625_STAMPING: I 75 L A109 1963
 GZ0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0625
 GZ0625  HISTORY     - Date     Condition        Report By
 GZ0625  HISTORY     - 1963     MONUMENTED       PAS
 GZ0625
 GZ0625                          STATION DESCRIPTION
 GZ0625
 GZ0625'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0625'2.3 MI N FROM MOUNT VERNON.
 GZ0625'ABOUT 2.3 MILES NORTH ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0625'RAILROAD STATION IN MOUNT VERNON, AT RENFRO VALLEY, AT CONCRETE
 GZ0625'BRIDGE OVER RENFRO CREEK, 19.5 FEET SOUTHWEST OF THE CENTER OF
 GZ0625'HIGHWAY, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT
 GZ0625'OF BRIDGE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 GZ0625'STAMPED I-75 L-A109 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0612 ***********************************************************************
 GZ0612  DESIGNATION -  I75 L A 111
 GZ0612  PID         -  GZ0612
 GZ0612  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0612  USGS QUAD   -  WILDIE (1970)
 GZ0612
 GZ0612                         *CURRENT SURVEY CONTROL
 GZ0612  ___________________________________________________________________
 GZ0612* NAD 83(1986)-  37 26 10.     (N)    084 20 46.     (W)     SCALED    
 GZ0612* NAVD 88     -       361.685  (meters)    1186.63   (feet)  ADJUSTED  
 GZ0612  ___________________________________________________________________
 GZ0612  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GZ0612  DYNAMIC HT  -         361.408 (meters)    1185.72  (feet)  COMP
 GZ0612  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 GZ0612
 GZ0612  VERT ORDER  -  SECOND    CLASS 0
 GZ0612
 GZ0612.The horizontal coordinates were scaled from a topographic map and have
 GZ0612.an estimated accuracy of +/- 6 seconds.
 GZ0612
 GZ0612.The orthometric height was determined by differential leveling
 GZ0612.and adjusted by the National Geodetic Survey in June 1991..
 GZ0612
 GZ0612.The geoid height was determined by GEOID03.
 GZ0612
 GZ0612.The dynamic height is computed by dividing the NAVD 88
 GZ0612.geopotential number by the normal gravity value computed on the
 GZ0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0612.degrees latitude (g = 980.6199 gals.).
 GZ0612
 GZ0612.The modeled gravity was interpolated from observed gravity values.
 GZ0612
 GZ0612;                    North         East    Units  Estimated Accuracy
 GZ0612;SPC KY1Z     - 1,123,320.    1,624,230.      MT  (+/- 180 meters Scaled)
 GZ0612
 GZ0612                          SUPERSEDED SURVEY CONTROL
 GZ0612
 GZ0612  NGVD 29 (??/??/92)  361.829  (m)         1187.10   (f) ADJ UNCH    2 0
 GZ0612
 GZ0612.Superseded values are not recommended for survey control.
 GZ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0612.See file dsdata.txt to determine how the superseded data were derived.
 GZ0612
 GZ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG347465(NAD 83)
 GZ0612_MARKER: DD = SURVEY DISK
 GZ0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0612_STAMPING: I 75 L A111 1963
 GZ0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0612+STABILITY: SURFACE MOTION
 GZ0612
 GZ0612  HISTORY     - Date     Condition        Report By
 GZ0612  HISTORY     - 1963     MONUMENTED       PAS
 GZ0612
 GZ0612                          STATION DESCRIPTION
 GZ0612
 GZ0612'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0612'6.1 MI N FROM MOUNT VERNON.
 GZ0612'ABOUT 5.3 MILES NORTH ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0612'RAILROAD STATION IN MOUNT VERNON, THENCE ABOUT 1.0 MILE NORTHWEST
 GZ0612'ALONG GRAVEL ROAD (BRINDLE RIDGE ROAD), ABOUT 0.25 MILE NORTHWEST
 GZ0612'OF BRINDLE RIDGE BAPTIST CHURCH, AT MR. HARRISON MINKS RESIDENCE,
 GZ0612'ABOUT 123 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE,
 GZ0612'20.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BARN, 16 FEET
 GZ0612'NORTHEAST OF THE CENTER OF ROAD, 4 FEET NORTH OF A TELEPHONE
 GZ0612'POLE, 2.5 FEET NORTHEAST OF METAL WITNESS POST AND SIGN, 1.1
 GZ0612'FEET NORTHWEST OF BOARD FENCE AND ABOUT 1 FOOT HIGHER THAN
 GZ0612'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 GZ0612'TOP OF CONCRETE PROJECTING 1 INCH AND STAMPED I-75 L-A111 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0611 ***********************************************************************
 GZ0611  DESIGNATION -  I75 L A 112
 GZ0611  PID         -  GZ0611
 GZ0611  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0611  USGS QUAD   -  WILDIE (1970)
 GZ0611
 GZ0611                         *CURRENT SURVEY CONTROL
 GZ0611  ___________________________________________________________________
 GZ0611* NAD 83(1986)-  37 26 37.     (N)    084 20 01.     (W)     SCALED    
 GZ0611* NAVD 88     -       299.970  (meters)     984.15   (feet)  ADJUSTED  
 GZ0611  ___________________________________________________________________
 GZ0611  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GZ0611  DYNAMIC HT  -         299.740 (meters)     983.40  (feet)  COMP
 GZ0611  MODELED GRAV-     979,857.8   (mgal)                       NAVD 88
 GZ0611
 GZ0611  VERT ORDER  -  SECOND    CLASS 0
 GZ0611
 GZ0611.The horizontal coordinates were scaled from a topographic map and have
 GZ0611.an estimated accuracy of +/- 6 seconds.
 GZ0611
 GZ0611.The orthometric height was determined by differential leveling
 GZ0611.and adjusted by the National Geodetic Survey in June 1991..
 GZ0611
 GZ0611.The geoid height was determined by GEOID03.
 GZ0611
 GZ0611.The dynamic height is computed by dividing the NAVD 88
 GZ0611.geopotential number by the normal gravity value computed on the
 GZ0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0611.degrees latitude (g = 980.6199 gals.).
 GZ0611
 GZ0611.The modeled gravity was interpolated from observed gravity values.
 GZ0611
 GZ0611;                    North         East    Units  Estimated Accuracy
 GZ0611;SPC KY1Z     - 1,124,170.    1,625,330.      MT  (+/- 180 meters Scaled)
 GZ0611
 GZ0611                          SUPERSEDED SURVEY CONTROL
 GZ0611
 GZ0611  NGVD 29 (??/??/92)  300.113  (m)          984.62   (f) ADJ UNCH    2 0
 GZ0611
 GZ0611.Superseded values are not recommended for survey control.
 GZ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0611.See file dsdata.txt to determine how the superseded data were derived.
 GZ0611
 GZ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG358474(NAD 83)
 GZ0611_MARKER: DD = SURVEY DISK
 GZ0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0611_STAMPING: I 75 L A112 1963
 GZ0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0611+STABILITY: SURFACE MOTION
 GZ0611
 GZ0611  HISTORY     - Date     Condition        Report By
 GZ0611  HISTORY     - 1963     MONUMENTED       PAS
 GZ0611
 GZ0611                          STATION DESCRIPTION
 GZ0611
 GZ0611'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0611'7 MI N FROM MOUNT VERNON.
 GZ0611'ABOUT 7.2 MILES NORTH ALONG U.S. HIGHWAY NO. 25 FROM THE RAILROAD
 GZ0611'STATION AT MOUNT VERNON, THENCE ABOUT 0.45 MILE WEST ALONG DIRT
 GZ0611'ROAD TO A T-ROAD LEFT, THENCE ABOUT 0.35 MILE SOUTHWEST ALONG
 GZ0611'DIRT ROAD, ABOUT 172 FEET WEST OF THE SOUTHWEST CORNER OF FRAME
 GZ0611'HOUSE, 14 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A SMALL
 GZ0611'STREAM, 13 FEET SOUTHWEST OF THE CENTER OF ROAD, 9 FEET SOUTH
 GZ0611'OF A 24-INCH WHITE OAK TREE, 4.5 FEET EAST OF FENCE CORNER,
 GZ0611'1.7 FEET NORTH OF METAL WITNESS POST AND SIGN AND ABOUT LEVEL
 GZ0611'WITH ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 GZ0611'SET IN TOP OF CONCRETE PROJECTING 1 INCH AND STAMPED I-75 L-A112
 GZ0611'1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0609 ***********************************************************************
 GZ0609  DESIGNATION -  I75 L A 113
 GZ0609  PID         -  GZ0609
 GZ0609  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0609  USGS QUAD   -  WILDIE (1970)
 GZ0609
 GZ0609                         *CURRENT SURVEY CONTROL
 GZ0609  ___________________________________________________________________
 GZ0609* NAD 83(1986)-  37 27 58.     (N)    084 20 17.     (W)     SCALED    
 GZ0609* NAVD 88     -       301.561  (meters)     989.37   (feet)  ADJUSTED  
 GZ0609  ___________________________________________________________________
 GZ0609  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GZ0609  DYNAMIC HT  -         301.331 (meters)     988.62  (feet)  COMP
 GZ0609  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 GZ0609
 GZ0609  VERT ORDER  -  SECOND    CLASS 0
 GZ0609
 GZ0609.The horizontal coordinates were scaled from a topographic map and have
 GZ0609.an estimated accuracy of +/- 6 seconds.
 GZ0609
 GZ0609.The orthometric height was determined by differential leveling
 GZ0609.and adjusted by the National Geodetic Survey in June 1991..
 GZ0609
 GZ0609.The geoid height was determined by GEOID03.
 GZ0609
 GZ0609.The dynamic height is computed by dividing the NAVD 88
 GZ0609.geopotential number by the normal gravity value computed on the
 GZ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0609.degrees latitude (g = 980.6199 gals.).
 GZ0609
 GZ0609.The modeled gravity was interpolated from observed gravity values.
 GZ0609
 GZ0609;                    North         East    Units  Estimated Accuracy
 GZ0609;SPC KY1Z     - 1,126,660.    1,624,900.      MT  (+/- 180 meters Scaled)
 GZ0609
 GZ0609                          SUPERSEDED SURVEY CONTROL
 GZ0609
 GZ0609  NGVD 29 (??/??/92)  301.706  (m)          989.85   (f) ADJ UNCH    2 0
 GZ0609
 GZ0609.Superseded values are not recommended for survey control.
 GZ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0609.See file dsdata.txt to determine how the superseded data were derived.
 GZ0609
 GZ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG354499(NAD 83)
 GZ0609_MARKER: DD = SURVEY DISK
 GZ0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0609_STAMPING: I 75 L A113 1963
 GZ0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0609+STABILITY: SURFACE MOTION
 GZ0609
 GZ0609  HISTORY     - Date     Condition        Report By
 GZ0609  HISTORY     - 1963     MONUMENTED       PAS
 GZ0609
 GZ0609                          STATION DESCRIPTION
 GZ0609
 GZ0609'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0609'8 MI S FROM BEREA.
 GZ0609'ABOUT 7.4 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0609'OFFICE IN BEREA TO THE JUNCTION OF STATE HIGHWAY NO. 1505 AT
 GZ0609'CONWAY, THENCE ABOUT 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY NO.
 GZ0609'1505, NEAR A SHARP CURVE IN HIGHWAY, 89 FEET NORTHEAST OF THE
 GZ0609'INTERSECTION OF HIGHWAY AND DIRT ROAD SOUTHWEST, AT EAST END OF
 GZ0609'FENCE LINE BETWEEN BRADLEY POWELL AND CURTIS ALLEN PROPERTY,
 GZ0609'19 FEET NORTHWEST OF THE CENTER OF HIGHWAY, 1.7 FEET WEST OF
 GZ0609'METAL WITNESS POST AND SIGN AND ABOUT 3 FEET HIGHER THAN HIGHWAY.
 GZ0609'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP
 GZ0609'OF CONCRETE PROJECTING 1 INCH AND STAMPED I-75 L-A113 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0075 ***********************************************************************
 GZ0075  DESIGNATION -  I75 L A 114
 GZ0075  PID         -  GZ0075
 GZ0075  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0075  USGS QUAD   -  BEREA (1993)
 GZ0075
 GZ0075                         *CURRENT SURVEY CONTROL
 GZ0075  ___________________________________________________________________
 GZ0075* NAD 83(1986)-  37 30 51.     (N)    084 19 01.     (W)     SCALED    
 GZ0075* NAVD 88     -       316.339  (meters)    1037.86   (feet)  ADJUSTED  
 GZ0075  ___________________________________________________________________
 GZ0075  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GZ0075  DYNAMIC HT  -         316.097 (meters)    1037.06  (feet)  COMP
 GZ0075  MODELED GRAV-     979,857.4   (mgal)                       NAVD 88
 GZ0075
 GZ0075  VERT ORDER  -  SECOND    CLASS 0
 GZ0075
 GZ0075.The horizontal coordinates were scaled from a topographic map and have
 GZ0075.an estimated accuracy of +/- 6 seconds.
 GZ0075
 GZ0075.The orthometric height was determined by differential leveling
 GZ0075.and adjusted by the National Geodetic Survey in June 1991..
 GZ0075
 GZ0075.The geoid height was determined by GEOID03.
 GZ0075
 GZ0075.The dynamic height is computed by dividing the NAVD 88
 GZ0075.geopotential number by the normal gravity value computed on the
 GZ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0075.degrees latitude (g = 980.6199 gals.).
 GZ0075
 GZ0075.The modeled gravity was interpolated from observed gravity values.
 GZ0075
 GZ0075;                    North         East    Units  Estimated Accuracy
 GZ0075;SPC KY1Z     - 1,132,030.    1,626,680.      MT  (+/- 180 meters Scaled)
 GZ0075
 GZ0075                          SUPERSEDED SURVEY CONTROL
 GZ0075
 GZ0075  NGVD 29 (??/??/92)  316.484  (m)         1038.33   (f) ADJ UNCH    2 0
 GZ0075
 GZ0075.Superseded values are not recommended for survey control.
 GZ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0075.See file dsdata.txt to determine how the superseded data were derived.
 GZ0075
 GZ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG371552(NAD 83)
 GZ0075_MARKER: DD = SURVEY DISK
 GZ0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0075_SP_SET: CONCRETE
 GZ0075_STAMPING: I-75 L-A114 1963
 GZ0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0075
 GZ0075  HISTORY     - Date     Condition        Report By
 GZ0075  HISTORY     - 1963     MONUMENTED       PAS
 GZ0075  HISTORY     - 1985     GOOD             NGS
 GZ0075
 GZ0075                          STATION DESCRIPTION
 GZ0075
 GZ0075'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0075'4.5 MI S FROM BEREA.
 GZ0075'ABOUT 4.4 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0075'POST OFFICE IN BEREA, THENCE ABOUT 0.15 MILE SOUTHEAST ALONG A
 GZ0075'DIRT ROAD, ON THE WEST SIDE OF THE L AND N RAILWAY, ABOUT 0.95
 GZ0075'MILE SOUTH OF THE SOUTH END OF RAILROAD TUNNEL 11, ABOUT 650
 GZ0075'FEET NORTH OF MILE POST C 136- L 246 AT THE NORTH END OF AN
 GZ0075'EMBANKMENT, 197 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE 2,
 GZ0075'157 FEET SOUTH-SOUTHEAST OF POWER LINE JUNCTION POLE 9B-50, 54
 GZ0075'FEET WEST OF THE WEST RAIL OF SOUTH BOUND TRACK, 29 FEET
 GZ0075'EAST OF THE CENTER OF DIRT ROAD, 2.4 FEET SOUTHWEST OF METAL
 GZ0075'WITNESS POST AND SIGN AND ABOUT 1 FOOT LOWER THAN TRACKS.  A
 GZ0075'KENTUCKY DEPARMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0075'CONCRETE FLUSH WITH GROUND AND STAMPED I-75 L-A114 1963.
 GZ0075
 GZ0075                          STATION RECOVERY (1985)
 GZ0075
 GZ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ0075'NEW DESCRIPTION: 6.6 KM (4.8 MI) SOUTH ON U.S. HIGHWAY 25 FROM THE
 GZ0075'POST OFFICE IN BEREA, THEN LEFT (SOUTH) ON A PAVED ROAD 0.4 KM (0.25
 GZ0075'MI) TO THE MARK ON THE LEFT 48.5METERS (159 FT) SOUTH SOUTHEAST OF A
 GZ0075'POWER POLE, 20.3 METERS (66.5 FT) WEST NORTHWEST OF THE WEST RAIL OF
 GZ0075'THE RAILROAD TRACK, 9.1 METERS (30 FT) EAST OF THE CENTERLINE OF THE
 GZ0075'ROAD AND AT THE NORTH END OF AN EMBANKMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0072 ***********************************************************************
 GZ0072  DESIGNATION -  I75 L A 115
 GZ0072  PID         -  GZ0072
 GZ0072  STATE/COUNTY-  KY/MADISON
 GZ0072  USGS QUAD   -  BEREA (1993)
 GZ0072
 GZ0072                         *CURRENT SURVEY CONTROL
 GZ0072  ___________________________________________________________________
 GZ0072* NAD 83(1986)-  37 32 29.     (N)    084 18 52.     (W)     SCALED    
 GZ0072* NAVD 88     -       324.062  (meters)    1063.19   (feet)  ADJUSTED  
 GZ0072  ___________________________________________________________________
 GZ0072  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GZ0072  DYNAMIC HT  -         323.817 (meters)    1062.39  (feet)  COMP
 GZ0072  MODELED GRAV-     979,863.3   (mgal)                       NAVD 88
 GZ0072
 GZ0072  VERT ORDER  -  SECOND    CLASS 0
 GZ0072
 GZ0072.The horizontal coordinates were scaled from a topographic map and have
 GZ0072.an estimated accuracy of +/- 6 seconds.
 GZ0072
 GZ0072.The orthometric height was determined by differential leveling
 GZ0072.and adjusted by the National Geodetic Survey in June 1991..
 GZ0072
 GZ0072.The geoid height was determined by GEOID03.
 GZ0072
 GZ0072.The dynamic height is computed by dividing the NAVD 88
 GZ0072.geopotential number by the normal gravity value computed on the
 GZ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0072.degrees latitude (g = 980.6199 gals.).
 GZ0072
 GZ0072.The modeled gravity was interpolated from observed gravity values.
 GZ0072
 GZ0072;                    North         East    Units  Estimated Accuracy
 GZ0072;SPC KY1Z     - 1,135,050.    1,626,860.      MT  (+/- 180 meters Scaled)
 GZ0072
 GZ0072                          SUPERSEDED SURVEY CONTROL
 GZ0072
 GZ0072  NGVD 29 (??/??/92)  324.209  (m)         1063.68   (f) ADJ UNCH    2 0
 GZ0072
 GZ0072.Superseded values are not recommended for survey control.
 GZ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0072.See file dsdata.txt to determine how the superseded data were derived.
 GZ0072
 GZ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG372583(NAD 83)
 GZ0072_MARKER: DD = SURVEY DISK
 GZ0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0072_SP_SET: CONCRETE
 GZ0072_STAMPING: I-75 L-A115 1963
 GZ0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0072
 GZ0072  HISTORY     - Date     Condition        Report By
 GZ0072  HISTORY     - 1963     MONUMENTED       PAS
 GZ0072
 GZ0072                          STATION DESCRIPTION
 GZ0072
 GZ0072'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0072'2.6 MI S FROM BEREA.
 GZ0072'ABOUT 2.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0072'OFFICE IN BEREA TO DRIVE RIGHT AT IRON GATE, THENCE ABOUT 0.1
 GZ0072'MILE WEST ON DRIVE ACROSS PASTURE TO MR. SAM LUNSFORDS RESIDENCE,
 GZ0072'IN THE NORTHWEST CORNER OF YARD, 71 FEET NORTH OF THE NORTHWEST
 GZ0072'CORNER OF LUNSFORK RESIDENCE, 43 FEET WEST OF THE NORTHEAST
 GZ0072'FENCE CORNER AROUND YARD, 3.5 FEET EAST OF THE NORTHWEST
 GZ0072'FENCE CORNER AROUND YRAD AND 1 FOOT SOUTH OF WIRE FENCE.  A
 GZ0072'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0072'CONCRETE FLUSH WITH GROUND AND STAMPED I-75 L-A115 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0458 ***********************************************************************
 GB0458  DESIGNATION -  I75 L A 62
 GB0458  PID         -  GB0458
 GB0458  STATE/COUNTY-  KY/WHITLEY
 GB0458  USGS QUAD   -  SAXTON (1982)
 GB0458
 GB0458                         *CURRENT SURVEY CONTROL
 GB0458  ___________________________________________________________________
 GB0458* NAD 83(1986)-  36 37 35.     (N)    084 06 43.     (W)     SCALED    
 GB0458* NAVD 88     -       297.460  (meters)     975.92   (feet)  ADJUSTED  
 GB0458  ___________________________________________________________________
 GB0458  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 GB0458  DYNAMIC HT  -         297.205 (meters)     975.08  (feet)  COMP
 GB0458  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 GB0458
 GB0458  VERT ORDER  -  SECOND    CLASS 0
 GB0458
 GB0458.The horizontal coordinates were scaled from a topographic map and have
 GB0458.an estimated accuracy of +/- 6 seconds.
 GB0458
 GB0458.The orthometric height was determined by differential leveling
 GB0458.and adjusted by the National Geodetic Survey in June 1991..
 GB0458
 GB0458.The geoid height was determined by GEOID03.
 GB0458
 GB0458.The dynamic height is computed by dividing the NAVD 88
 GB0458.geopotential number by the normal gravity value computed on the
 GB0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0458.degrees latitude (g = 980.6199 gals.).
 GB0458
 GB0458.The modeled gravity was interpolated from observed gravity values.
 GB0458
 GB0458;                    North         East    Units  Estimated Accuracy
 GB0458;SPC KY1Z     - 1,033,810.    1,646,530.      MT  (+/- 180 meters Scaled)
 GB0458
 GB0458                          SUPERSEDED SURVEY CONTROL
 GB0458
 GB0458  NGVD 29 (??/??/92)  297.608  (m)          976.40   (f) ADJ UNCH    2 0
 GB0458
 GB0458.Superseded values are not recommended for survey control.
 GB0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0458.See file dsdata.txt to determine how the superseded data were derived.
 GB0458
 GB0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF582573(NAD 83)
 GB0458_MARKER: DD = SURVEY DISK
 GB0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0458_SP_SET: BRIDGE
 GB0458_STAMPING: I-75 L-A62 1968
 GB0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0458
 GB0458  HISTORY     - Date     Condition        Report By
 GB0458  HISTORY     - 1968     MONUMENTED       PAS
 GB0458
 GB0458                          STATION DESCRIPTION
 GB0458
 GB0458'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0458'3 MI NE FROM JELLICO.
 GB0458'ABOUT 8.6 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0458'75 AND STATE HIGHWAY 92 INTERCHANGE ON THE SOUTH SIDE OF
 GB0458'WILLIAMSBURG, AT NORTHWEST END OF BRIDGE OVER CLEAR FORK, 22 FEET
 GB0458'WEST OF THE CENTER OF SOUTH BOUND LANE, 6 1/2 FEET WEST OF END
 GB0458'GUARD RAIL POST AND 2 FEET EAST OF END OF HEADWALL.  A KENTUCKY
 GB0458'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN THE
 GB0458'NORTHWEST HEADWALL OF BRIDGE AND STAMPED I-75 L-A62 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0449 ***********************************************************************
 GB0449  DESIGNATION -  I75 L A 63
 GB0449  PID         -  GB0449
 GB0449  STATE/COUNTY-  KY/WHITLEY
 GB0449  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0449
 GB0449                         *CURRENT SURVEY CONTROL
 GB0449  ___________________________________________________________________
 GB0449* NAD 83(1986)-  36 41 12.     (N)    084 08 26.     (W)     SCALED    
 GB0449* NAVD 88     -       305.029  (meters)    1000.75   (feet)  ADJUSTED  
 GB0449  ___________________________________________________________________
 GB0449  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GB0449  DYNAMIC HT  -         304.772 (meters)     999.91  (feet)  COMP
 GB0449  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GB0449
 GB0449  VERT ORDER  -  SECOND    CLASS 0
 GB0449
 GB0449.The horizontal coordinates were scaled from a topographic map and have
 GB0449.an estimated accuracy of +/- 6 seconds.
 GB0449
 GB0449.The orthometric height was determined by differential leveling
 GB0449.and adjusted by the National Geodetic Survey in June 1991..
 GB0449
 GB0449.The geoid height was determined by GEOID03.
 GB0449
 GB0449.The dynamic height is computed by dividing the NAVD 88
 GB0449.geopotential number by the normal gravity value computed on the
 GB0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0449.degrees latitude (g = 980.6199 gals.).
 GB0449
 GB0449.The modeled gravity was interpolated from observed gravity values.
 GB0449
 GB0449;                    North         East    Units  Estimated Accuracy
 GB0449;SPC KY1Z     - 1,040,460.    1,643,860.      MT  (+/- 180 meters Scaled)
 GB0449
 GB0449                          SUPERSEDED SURVEY CONTROL
 GB0449
 GB0449  NGVD 29 (??/??/92)  305.178  (m)         1001.24   (f) ADJ UNCH    2 0
 GB0449
 GB0449.Superseded values are not recommended for survey control.
 GB0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0449.See file dsdata.txt to determine how the superseded data were derived.
 GB0449
 GB0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF554639(NAD 83)
 GB0449_MARKER: DD = SURVEY DISK
 GB0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0449_SP_SET: CULVERT
 GB0449_STAMPING: I-75 L-A63 1968
 GB0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0449+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2006
 GB0449
 GB0449  HISTORY     - Date     Condition        Report By
 GB0449  HISTORY     - 1968     MONUMENTED       PAS
 GB0449  HISTORY     - 20060113 GOOD             KYTC
 GB0449
 GB0449                          STATION DESCRIPTION
 GB0449
 GB0449'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0449'4.25 MI SSE FROM WILLIAMSBURG.
 GB0449'ABOUT 3.3 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0449'75 AND STATE HIGHWAY 92 INTERCHANGE ON THE SOUTH SIDE OF WILLIAMSBURG,
 GB0449'ABOUT 0.55 MILE SOUTH OF MILE POST 8, ABOUT 30 FEET EAST OF THE
 GB0449'EAST EDGE OF NORTH BOUND EMERGENCY STOPPING LANE, 26 FEET EAST
 GB0449'OF METAL GUARD RAIL AND APPROXIMATELY 25 FEET LOWER THAN PAVEMENT.
 GB0449'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL
 GB0449'HOLE IN THE SOUTH END OF EAST CONCRETE HEADWALL OF CULVERT UNDER
 GB0449'NORTH BOUND LANE AND STAMPED I-75 L-A63 1968.
 GB0449
 GB0449                          STATION RECOVERY (2006)
 GB0449
 GB0449'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0447 ***********************************************************************
 GB0447  DESIGNATION -  I75 L A 64
 GB0447  PID         -  GB0447
 GB0447  STATE/COUNTY-  KY/WHITLEY
 GB0447  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0447
 GB0447                         *CURRENT SURVEY CONTROL
 GB0447  ___________________________________________________________________
 GB0447* NAD 83(1986)-  36 42 46.     (N)    084 09 10.     (W)     SCALED    
 GB0447* NAVD 88     -       306.530  (meters)    1005.67   (feet)  ADJUSTED  
 GB0447  ___________________________________________________________________
 GB0447  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 GB0447  DYNAMIC HT  -         306.274 (meters)    1004.83  (feet)  COMP
 GB0447  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 GB0447
 GB0447  VERT ORDER  -  SECOND    CLASS 0
 GB0447
 GB0447.The horizontal coordinates were scaled from a topographic map and have
 GB0447.an estimated accuracy of +/- 6 seconds.
 GB0447
 GB0447.The orthometric height was determined by differential leveling
 GB0447.and adjusted by the National Geodetic Survey in June 1991..
 GB0447
 GB0447.The geoid height was determined by GEOID03.
 GB0447
 GB0447.The dynamic height is computed by dividing the NAVD 88
 GB0447.geopotential number by the normal gravity value computed on the
 GB0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0447.degrees latitude (g = 980.6199 gals.).
 GB0447
 GB0447.The modeled gravity was interpolated from observed gravity values.
 GB0447
 GB0447;                    North         East    Units  Estimated Accuracy
 GB0447;SPC KY1Z     - 1,043,340.    1,642,710.      MT  (+/- 180 meters Scaled)
 GB0447
 GB0447                          SUPERSEDED SURVEY CONTROL
 GB0447
 GB0447  NGVD 29 (??/??/92)  306.684  (m)         1006.18   (f) ADJ UNCH    2 0
 GB0447
 GB0447.Superseded values are not recommended for survey control.
 GB0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0447.See file dsdata.txt to determine how the superseded data were derived.
 GB0447
 GB0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF543667(NAD 83)
 GB0447_MARKER: DD = SURVEY DISK
 GB0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0447_SP_SET: CULVERT
 GB0447_STAMPING: I-75 L-A64 1968
 GB0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0447
 GB0447  HISTORY     - Date     Condition        Report By
 GB0447  HISTORY     - 1968     MONUMENTED       PAS
 GB0447  HISTORY     - 20060113 MARK NOT FOUND   KYTC
 GB0447
 GB0447                          STATION DESCRIPTION
 GB0447
 GB0447'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0447'2.1 MI SSE FROM WILLIAMSBURG.
 GB0447'ABOUT 1.1 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0447'75 AND STATE HIGHWAY 92 INTERCHANGE ON THE SOUTH SIDE OF
 GB0447'WILLIAMSBURG, ABOUT 0.55 MILE SOUTH OF MILE POST 10, 32 FEET WEST
 GB0447'OF THE CENTER OF SOUTH BOUND LANE, 7 FEET WEST OF WEST EDGE OF
 GB0447'EMERGENCY STOPPING LANE AND ABOUT 4 FEET LOWER THAN PAVEMENT.
 GB0447'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL
 GB0447'IN THE NORTH END OF WEST CONCRETE HEADWALL OF CULVERT UNDER SOUTH
 GB0447'BOUND LANE AND STAMPED I-75 L-A64 1968.
 GB0447
 GB0447                          STATION RECOVERY (2006)
 GB0447
 GB0447'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0447'THERE IS PRESENTLY A CONCRETE DITCH THAT PARRALLELS SOUTHBOUND LANES
 GB0447'AT LOCATION, NO SIGN OF REST, CONSIDER DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0446 ***********************************************************************
 GB0446  DESIGNATION -  I75 L A 65
 GB0446  PID         -  GB0446
 GB0446  STATE/COUNTY-  KY/WHITLEY
 GB0446  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0446
 GB0446                         *CURRENT SURVEY CONTROL
 GB0446  ___________________________________________________________________
 GB0446* NAD 83(1986)-  36 43 30.     (N)    084 10 07.     (W)     SCALED    
 GB0446* NAVD 88     -       292.578  (meters)     959.90   (feet)  ADJUSTED  
 GB0446  ___________________________________________________________________
 GB0446  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB0446  DYNAMIC HT  -         292.335 (meters)     959.10  (feet)  COMP
 GB0446  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 GB0446
 GB0446  VERT ORDER  -  SECOND    CLASS 0
 GB0446
 GB0446.The horizontal coordinates were scaled from a topographic map and have
 GB0446.an estimated accuracy of +/- 6 seconds.
 GB0446
 GB0446.The orthometric height was determined by differential leveling
 GB0446.and adjusted by the National Geodetic Survey in June 1991..
 GB0446
 GB0446.The geoid height was determined by GEOID03.
 GB0446
 GB0446.The dynamic height is computed by dividing the NAVD 88
 GB0446.geopotential number by the normal gravity value computed on the
 GB0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0446.degrees latitude (g = 980.6199 gals.).
 GB0446
 GB0446.The modeled gravity was interpolated from observed gravity values.
 GB0446
 GB0446;                    North         East    Units  Estimated Accuracy
 GB0446;SPC KY1Z     - 1,044,670.    1,641,280.      MT  (+/- 180 meters Scaled)
 GB0446
 GB0446                          SUPERSEDED SURVEY CONTROL
 GB0446
 GB0446  NGVD 29 (??/??/92)  292.735  (m)          960.41   (f) ADJ UNCH    2 0
 GB0446
 GB0446.Superseded values are not recommended for survey control.
 GB0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0446.See file dsdata.txt to determine how the superseded data were derived.
 GB0446
 GB0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF528681(NAD 83)
 GB0446_MARKER: DD = SURVEY DISK
 GB0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0446_SP_SET: CULVERT
 GB0446_STAMPING: I-75 L-A65 1968
 GB0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0446
 GB0446  HISTORY     - Date     Condition        Report By
 GB0446  HISTORY     - 1968     MONUMENTED       PAS
 GB0446  HISTORY     - 20060113 MARK NOT FOUND   KYTC
 GB0446
 GB0446                          STATION DESCRIPTION
 GB0446
 GB0446'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0446'1 MI S FROM WILLIAMSBURG.
 GB0446'MARK IS LOCATED AT THE INTERSTATE 75 AND STATE HIGHWAY 92 INTERCHANGE
 GB0446'ON THE SOUTH SIDE OF WILLIAMSBURG.  IT IS IN THE NORTHWEST QUADRANT
 GB0446'OF INTERCHANGE, NEAR THE JUNCTION OF NORTHWEST RAMP AND THE
 GB0446'INTERSTATE 75 SOUTH BOUND LANE, 10 FEET WEST OF THE WEST EDGE OF
 GB0446'NORTHWEST RAMP.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 GB0446'SET IN DRILL HOLE IN THE WEST CONCRETE HEADWALL OF CULVERT UNDER
 GB0446'NORTHWEST RAMP AND STAMPED I-75 L-A65 1968.
 GB0446
 GB0446                          STATION RECOVERY (2006)
 GB0446
 GB0446'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0446'THIS HEADWALL HAS BEEN REPLACED WITH A SLANTING TYPE DURING PREVIOUS
 GB0446'EDGE DRAIN WORK, NO SIGN OF RESET, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0441 ***********************************************************************
 GB0441  DESIGNATION -  I75 L A 66
 GB0441  PID         -  GB0441
 GB0441  STATE/COUNTY-  KY/WHITLEY
 GB0441  USGS QUAD   -  WOFFORD (1982)
 GB0441
 GB0441                         *CURRENT SURVEY CONTROL
 GB0441  ___________________________________________________________________
 GB0441* NAD 83(1986)-  36 45 57.     (N)    084 10 13.     (W)     SCALED    
 GB0441* NAVD 88     -       309.793  (meters)    1016.38   (feet)  ADJUSTED  
 GB0441  ___________________________________________________________________
 GB0441  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB0441  DYNAMIC HT  -         309.539 (meters)    1015.55  (feet)  COMP
 GB0441  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 GB0441
 GB0441  VERT ORDER  -  SECOND    CLASS 0
 GB0441
 GB0441.The horizontal coordinates were scaled from a topographic map and have
 GB0441.an estimated accuracy of +/- 6 seconds.
 GB0441
 GB0441.The orthometric height was determined by differential leveling
 GB0441.and adjusted by the National Geodetic Survey in June 1991..
 GB0441
 GB0441.The geoid height was determined by GEOID03.
 GB0441
 GB0441.The dynamic height is computed by dividing the NAVD 88
 GB0441.geopotential number by the normal gravity value computed on the
 GB0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0441.degrees latitude (g = 980.6199 gals.).
 GB0441
 GB0441.The modeled gravity was interpolated from observed gravity values.
 GB0441
 GB0441;                    North         East    Units  Estimated Accuracy
 GB0441;SPC KY1Z     - 1,049,200.    1,641,050.      MT  (+/- 180 meters Scaled)
 GB0441
 GB0441                          SUPERSEDED SURVEY CONTROL
 GB0441
 GB0441  NGVD 29 (??/??/92)  309.961  (m)         1016.93   (f) ADJ UNCH    2 0
 GB0441
 GB0441.Superseded values are not recommended for survey control.
 GB0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0441.See file dsdata.txt to determine how the superseded data were derived.
 GB0441
 GB0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF525726(NAD 83)
 GB0441_MARKER: DD = SURVEY DISK
 GB0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0441_SP_SET: CULVERT
 GB0441_STAMPING: I-75 L-A66 1968
 GB0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0441
 GB0441  HISTORY     - Date     Condition        Report By
 GB0441  HISTORY     - 1968     MONUMENTED       PAS
 GB0441  HISTORY     - 20060113 MARK NOT FOUND   KYTC
 GB0441
 GB0441                          STATION DESCRIPTION
 GB0441
 GB0441'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0441'1.4 MI NNW FROM WILLIAMSBURG.
 GB0441'ABOUT 3.1 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0441'75 AND STATE HIGHWAY 92 INTERCHANGE, ON THE SOUTH SIDE OF
 GB0441'WILLIAMSBURG, ABOUT 3/4 MILE SOUTH OF INTERSTATE 75 BRIDGES OVER
 GB0441'THE CUMBERLAND RIVER, 9 FEET WEST OF THE WEST EDGE OF SOUTH BOUND
 GB0441'EMERGENCY STOPPING LANE, AND ABOUT 1 FOOT LOWER THAN STOPPING LANE.
 GB0441'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL
 GB0441'HOLE IN THE WEST CONCRETE HEADWALL OF CULVERT UNDER SOUTH BOUND
 GB0441'LANE AND STAMPED I-75 L-A66 1968.
 GB0441
 GB0441                          STATION RECOVERY (2006)
 GB0441
 GB0441'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0441'THIS HEADWALL HAS BEEN REPLACED WITH A SLANTING TYPE DURING PREVIOUS
 GB0441'EDGE DRAIN WORK, NO SIGN OF RESET, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0439 ***********************************************************************
 GB0439  DESIGNATION -  I75 L A 67
 GB0439  PID         -  GB0439
 GB0439  STATE/COUNTY-  KY/WHITLEY
 GB0439  USGS QUAD   -  WOFFORD (1982)
 GB0439
 GB0439                         *CURRENT SURVEY CONTROL
 GB0439  ___________________________________________________________________
 GB0439* NAD 83(1986)-  36 47 34.     (N)    084 10 12.     (W)     SCALED    
 GB0439* NAVD 88     -       349.354  (meters)    1146.17   (feet)  ADJUSTED  
 GB0439  ___________________________________________________________________
 GB0439  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB0439  DYNAMIC HT  -         349.066 (meters)    1145.23  (feet)  COMP
 GB0439  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 GB0439
 GB0439  VERT ORDER  -  SECOND    CLASS 0
 GB0439
 GB0439.The horizontal coordinates were scaled from a topographic map and have
 GB0439.an estimated accuracy of +/- 6 seconds.
 GB0439
 GB0439.The orthometric height was determined by differential leveling
 GB0439.and adjusted by the National Geodetic Survey in June 1991..
 GB0439
 GB0439.The geoid height was determined by GEOID03.
 GB0439
 GB0439.The dynamic height is computed by dividing the NAVD 88
 GB0439.geopotential number by the normal gravity value computed on the
 GB0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0439.degrees latitude (g = 980.6199 gals.).
 GB0439
 GB0439.The modeled gravity was interpolated from observed gravity values.
 GB0439
 GB0439;                    North         East    Units  Estimated Accuracy
 GB0439;SPC KY1Z     - 1,052,190.    1,641,020.      MT  (+/- 180 meters Scaled)
 GB0439
 GB0439                          SUPERSEDED SURVEY CONTROL
 GB0439
 GB0439  NGVD 29 (??/??/92)  349.527  (m)         1146.74   (f) ADJ UNCH    2 0
 GB0439
 GB0439.Superseded values are not recommended for survey control.
 GB0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0439.See file dsdata.txt to determine how the superseded data were derived.
 GB0439
 GB0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF525756(NAD 83)
 GB0439_MARKER: DD = SURVEY DISK
 GB0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0439_SP_SET: CULVERT
 GB0439_STAMPING: I-75 L-A67 1968
 GB0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0439+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2006
 GB0439
 GB0439  HISTORY     - Date     Condition        Report By
 GB0439  HISTORY     - 1968     MONUMENTED       PAS
 GB0439  HISTORY     - 19930803 GOOD             KYDT
 GB0439  HISTORY     - 20060113 GOOD             KYTC
 GB0439
 GB0439                          STATION DESCRIPTION
 GB0439
 GB0439'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0439'3.2 MI N FROM WILLIAMSBURG.
 GB0439'MARK IS LOCATED AT THE INTERSTATE 75 AND U.S. HIGHWAY 25-W
 GB0439'INTERCHANGE WHICH IS ABOUT 3 1/4 MILES NORTH OF WILLIAMSBURG.
 GB0439'IN THE SOUTHWEST QUADRANT OF INTERCHANGE, 9 FEET SOUTHWEST OF
 GB0439'THE SOUTHWEST END OF BRIDGE OVER INTERSTATE 75.  A KENTUCKY
 GB0439'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN THE
 GB0439'EAST END OF SOUTH CONCRETE HEADWALL OF CULVERT UNDER U.S.
 GB0439'HIGHWAY 25-W AND STAMPED I-75 L-A67 1968.
 GB0439
 GB0439                          STATION RECOVERY (1993)
 GB0439
 GB0439'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RDH)
 GB0439'RECOVERED IN GOOD CONDITION.
 GB0439
 GB0439                          STATION RECOVERY (2006)
 GB0439
 GB0439'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0439'MARK IS 0.4 FOOT NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0438 ***********************************************************************
 GB0438  DESIGNATION -  I75 L A 68
 GB0438  PID         -  GB0438
 GB0438  STATE/COUNTY-  KY/WHITLEY
 GB0438  USGS QUAD   -  WOFFORD (1982)
 GB0438
 GB0438                         *CURRENT SURVEY CONTROL
 GB0438  ___________________________________________________________________
 GB0438* NAD 83(1986)-  36 48 27.     (N)    084 10 04.     (W)     SCALED    
 GB0438* NAVD 88     -       335.462  (meters)    1100.59   (feet)  ADJUSTED  
 GB0438  ___________________________________________________________________
 GB0438  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GB0438  DYNAMIC HT  -         335.185 (meters)    1099.69  (feet)  COMP
 GB0438  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GB0438
 GB0438  VERT ORDER  -  SECOND    CLASS 0
 GB0438
 GB0438.The horizontal coordinates were scaled from a topographic map and have
 GB0438.an estimated accuracy of +/- 6 seconds.
 GB0438
 GB0438.The orthometric height was determined by differential leveling
 GB0438.and adjusted by the National Geodetic Survey in June 1991..
 GB0438
 GB0438.The geoid height was determined by GEOID03.
 GB0438
 GB0438.The dynamic height is computed by dividing the NAVD 88
 GB0438.geopotential number by the normal gravity value computed on the
 GB0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0438.degrees latitude (g = 980.6199 gals.).
 GB0438
 GB0438.The modeled gravity was interpolated from observed gravity values.
 GB0438
 GB0438;                    North         East    Units  Estimated Accuracy
 GB0438;SPC KY1Z     - 1,053,820.    1,641,200.      MT  (+/- 180 meters Scaled)
 GB0438
 GB0438                          SUPERSEDED SURVEY CONTROL
 GB0438
 GB0438  NGVD 29 (??/??/92)  335.632  (m)         1101.15   (f) ADJ UNCH    2 0
 GB0438
 GB0438.Superseded values are not recommended for survey control.
 GB0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0438.See file dsdata.txt to determine how the superseded data were derived.
 GB0438
 GB0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF526772(NAD 83)
 GB0438_MARKER: DD = SURVEY DISK
 GB0438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0438_SP_SET: CULVERT
 GB0438_STAMPING: I-75 L-A68 1968
 GB0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0438
 GB0438  HISTORY     - Date     Condition        Report By
 GB0438  HISTORY     - 1968     MONUMENTED       PAS
 GB0438
 GB0438                          STATION DESCRIPTION
 GB0438
 GB0438'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0438'4.4 MI N FROM WILLIAMSBURG.
 GB0438'ABOUT 1.1 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE
 GB0438'INTERSTATE 75 AND U.S. HIGHWAY 25-W INTERCHANGE WHICH IS ABOUT
 GB0438'3 1/4 MILES NORTH OF WILLIAMSBURG, 12 FEET WEST OF THE WEST EDGE
 GB0438'OF SOUTH BOUND EMERGENCY STOPPING LANE AND ABOUT 3 FEET LOWER
 GB0438'THAN STOPPING LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK
 GB0438'DISK SET IN DRILL HOLE IN THE WEST CONCRETE HEADWALL OF CULVERT
 GB0438'UNDER SOUTH BOUND LANE AND STAMPED I-75 L-A68 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0437 ***********************************************************************
 GB0437  DESIGNATION -  I75 L A 69
 GB0437  PID         -  GB0437
 GB0437  STATE/COUNTY-  KY/WHITLEY
 GB0437  USGS QUAD   -  WOFFORD (1982)
 GB0437
 GB0437                         *CURRENT SURVEY CONTROL
 GB0437  ___________________________________________________________________
 GB0437* NAD 83(1986)-  36 49 07.     (N)    084 09 57.     (W)     SCALED    
 GB0437* NAVD 88     -       310.731  (meters)    1019.46   (feet)  ADJUSTED  
 GB0437  ___________________________________________________________________
 GB0437  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GB0437  DYNAMIC HT  -         310.476 (meters)    1018.62  (feet)  COMP
 GB0437  MODELED GRAV-     979,800.3   (mgal)                       NAVD 88
 GB0437
 GB0437  VERT ORDER  -  SECOND    CLASS 0
 GB0437
 GB0437.The horizontal coordinates were scaled from a topographic map and have
 GB0437.an estimated accuracy of +/- 6 seconds.
 GB0437
 GB0437.The orthometric height was determined by differential leveling
 GB0437.and adjusted by the National Geodetic Survey in June 1991..
 GB0437
 GB0437.The geoid height was determined by GEOID03.
 GB0437
 GB0437.The dynamic height is computed by dividing the NAVD 88
 GB0437.geopotential number by the normal gravity value computed on the
 GB0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0437.degrees latitude (g = 980.6199 gals.).
 GB0437
 GB0437.The modeled gravity was interpolated from observed gravity values.
 GB0437
 GB0437;                    North         East    Units  Estimated Accuracy
 GB0437;SPC KY1Z     - 1,055,060.    1,641,350.      MT  (+/- 180 meters Scaled)
 GB0437
 GB0437                          SUPERSEDED SURVEY CONTROL
 GB0437
 GB0437  NGVD 29 (??/??/92)  310.901  (m)         1020.01   (f) ADJ UNCH    2 0
 GB0437
 GB0437.Superseded values are not recommended for survey control.
 GB0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0437.See file dsdata.txt to determine how the superseded data were derived.
 GB0437
 GB0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF528784(NAD 83)
 GB0437_MARKER: DD = SURVEY DISK
 GB0437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0437_SP_SET: BRIDGE CURBING
 GB0437_STAMPING: I-75 L-A69 1968
 GB0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0437
 GB0437  HISTORY     - Date     Condition        Report By
 GB0437  HISTORY     - 1968     MONUMENTED       PAS
 GB0437  HISTORY     - 20060113 POOR             KYTC
 GB0437
 GB0437                          STATION DESCRIPTION
 GB0437
 GB0437'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0437'5.2 MI N FROM WILLIAMSBURG.
 GB0437'ABOUT 2.0 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE
 GB0437'INTERSTATE 75 AND U.S. HIGHWAY 25-W INTERCHANGE WHICH IS ABOUT
 GB0437'3 1/4 MILES NORTH OF WILLIAMSBURG, AT THE NORTHWEST END OF SOUTH
 GB0437'BOUND BRIDGE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 GB0437'SET IN DRILL HOLE IN THE NORTH END OF BRIDGE CURBING AND STAMPED
 GB0437'I-75 L-A69 1968.
 GB0437
 GB0437                          STATION RECOVERY (2006)
 GB0437
 GB0437'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0437'MARK IS DIRECTLY UNDER GUARD RAIL THAT IS ATTACHED TO BRIDGE, PORTION
 GB0437'OF BRIDGE CURBING WITH DISK APPEARS TO HAVE BEEN HIT/DAMAGED, EDGES OF
 GB0437'DISK PRIED UP SLIGHTLY, USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0423 ***********************************************************************
 GB0423  DESIGNATION -  I75 L A 70
 GB0423  PID         -  GB0423
 GB0423  STATE/COUNTY-  KY/WHITLEY
 GB0423  USGS QUAD   -  VOX (1982)
 GB0423
 GB0423                         *CURRENT SURVEY CONTROL
 GB0423  ___________________________________________________________________
 GB0423* NAD 83(1986)-  36 54 26.     (N)    084 07 57.     (W)     SCALED    
 GB0423* NAVD 88     -       397.642  (meters)    1304.60   (feet)  ADJUSTED  
 GB0423  ___________________________________________________________________
 GB0423  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GB0423  DYNAMIC HT  -         397.319 (meters)    1303.54  (feet)  COMP
 GB0423  MODELED GRAV-     979,806.7   (mgal)                       NAVD 88
 GB0423
 GB0423  VERT ORDER  -  SECOND    CLASS 0
 GB0423
 GB0423.The horizontal coordinates were scaled from a topographic map and have
 GB0423.an estimated accuracy of +/- 6 seconds.
 GB0423
 GB0423.The orthometric height was determined by differential leveling
 GB0423.and adjusted by the National Geodetic Survey in June 1991..
 GB0423
 GB0423.The geoid height was determined by GEOID03.
 GB0423
 GB0423.The dynamic height is computed by dividing the NAVD 88
 GB0423.geopotential number by the normal gravity value computed on the
 GB0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0423.degrees latitude (g = 980.6199 gals.).
 GB0423
 GB0423.The modeled gravity was interpolated from observed gravity values.
 GB0423
 GB0423;                    North         East    Units  Estimated Accuracy
 GB0423;SPC KY1Z     - 1,064,940.    1,644,150.      MT  (+/- 180 meters Scaled)
 GB0423
 GB0423                          SUPERSEDED SURVEY CONTROL
 GB0423
 GB0423  NGVD 29 (??/??/92)  397.801  (m)         1305.12   (f) ADJ UNCH    2 0
 GB0423
 GB0423.Superseded values are not recommended for survey control.
 GB0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0423.See file dsdata.txt to determine how the superseded data were derived.
 GB0423
 GB0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF554884(NAD 83)
 GB0423_MARKER: DD = SURVEY DISK
 GB0423_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GB0423_SP_SET: CULVERT HEADWALL
 GB0423_STAMPING: I-75 L-A70 1968
 GB0423_MARK LOGO: PAS   
 GB0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0423+STABILITY: SURFACE MOTION
 GB0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0423+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 GB0423
 GB0423  HISTORY     - Date     Condition        Report By
 GB0423  HISTORY     - 1968     MONUMENTED       PAS
 GB0423  HISTORY     - 19930801 GOOD             KYDT
 GB0423  HISTORY     - 19930803 GOOD             KYDT
 GB0423
 GB0423                          STATION DESCRIPTION
 GB0423
 GB0423'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0423'3.5 MI SW FROM CORBIN.
 GB0423'ABOUT 0.8 MILE SOUTH ALONG INTERSTATE ROUTE 75 FROM THE
 GB0423'INTERSTATE 75 AND U.S. HIGHWAY 25-W INTERCHANGE WHICH IS ABOUT
 GB0423'2 3/4 MILES SOUTHWEST OF CORBIN, ABOUT 450 FEET SOUTH OF MILE
 GB0423'POST 24, 40 FEET WEST OF THE CENTER OF SOUTH BOUND LANE.  A
 GB0423'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE
 GB0423'IN THE SOUTH END OF L SHAPED CONCRETE HEADWALL FOR CULVERT UNDER
 GB0423'SOUTH BOUND LANE AND STAMPED I-75 L-A70 1968.
 GB0423
 GB0423                          STATION RECOVERY (1993)
 GB0423
 GB0423'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0423'RECOVERED AS DESCRIBED.
 GB0423
 GB0423                          STATION RECOVERY (1993)
 GB0423
 GB0423'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RDH)
 GB0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0422 ***********************************************************************
 GB0422  DESIGNATION -  I75 L A 71
 GB0422  PID         -  GB0422
 GB0422  STATE/COUNTY-  KY/WHITLEY
 GB0422  USGS QUAD   -  VOX (1982)
 GB0422
 GB0422                         *CURRENT SURVEY CONTROL
 GB0422  ___________________________________________________________________
 GB0422* NAD 83(1986)-  36 55 03.     (N)    084 07 50.     (W)     SCALED    
 GB0422* NAVD 88     -       345.078  (meters)    1132.14   (feet)  ADJUSTED  
 GB0422  ___________________________________________________________________
 GB0422  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0422  DYNAMIC HT  -         344.797 (meters)    1131.22  (feet)  COMP
 GB0422  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 GB0422
 GB0422  VERT ORDER  -  SECOND    CLASS 0
 GB0422
 GB0422.The horizontal coordinates were scaled from a topographic map and have
 GB0422.an estimated accuracy of +/- 6 seconds.
 GB0422
 GB0422.The orthometric height was determined by differential leveling
 GB0422.and adjusted by the National Geodetic Survey in June 1991..
 GB0422
 GB0422.The geoid height was determined by GEOID03.
 GB0422
 GB0422.The dynamic height is computed by dividing the NAVD 88
 GB0422.geopotential number by the normal gravity value computed on the
 GB0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0422.degrees latitude (g = 980.6199 gals.).
 GB0422
 GB0422.The modeled gravity was interpolated from observed gravity values.
 GB0422
 GB0422;                    North         East    Units  Estimated Accuracy
 GB0422;SPC KY1Z     - 1,066,090.    1,644,300.      MT  (+/- 180 meters Scaled)
 GB0422
 GB0422                          SUPERSEDED SURVEY CONTROL
 GB0422
 GB0422  NGVD 29 (??/??/92)  345.234  (m)         1132.66   (f) ADJ UNCH    2 0
 GB0422
 GB0422.Superseded values are not recommended for survey control.
 GB0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0422.See file dsdata.txt to determine how the superseded data were derived.
 GB0422
 GB0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF556895(NAD 83)
 GB0422_MARKER: DD = SURVEY DISK
 GB0422_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GB0422_SP_SET: CULVERT HEADWALL
 GB0422_STAMPING: I-75 L-A71 1968
 GB0422_MARK LOGO: PAS   
 GB0422_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0422+STABILITY: SURFACE MOTION
 GB0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0422+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 GB0422
 GB0422  HISTORY     - Date     Condition        Report By
 GB0422  HISTORY     - 1968     MONUMENTED       PAS
 GB0422  HISTORY     - 19930801 GOOD             KYDT
 GB0422  HISTORY     - 19930803 GOOD             KYDT
 GB0422
 GB0422                          STATION DESCRIPTION
 GB0422
 GB0422'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0422'2.8 MI SW FROM CORBIN.
 GB0422'MARK IS LOCATED AT THE INTERSTATE ROUTE 75 AND U.S. HIGHWAY 25-W
 GB0422'INTERCHANGE WHICH IS ABOUT 2 3/4 MILES SOUTHWEST OF CORBIN.  IT
 GB0422'IS IN THE SOUTHWEST QUADRANT OF INTERCHANGE AND IS NEAR THE
 GB0422'ENTRANCE RAMP TO THE SOUTH BOUND LANE OF INTERSTATE 75, 59 1/2
 GB0422'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 25-W, 59 FEET NORTH OF
 GB0422'R/W FENCE AND ABOUT 15 FEET LOWER THAN HIGHWAY 25-W.  A KENTUCKY
 GB0422'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE IN THE
 GB0422'WEST END OF SOUTH CONCRETE HEADWALL OF CULVERT UNDER U.S. 25-W
 GB0422'AND STAMPED I-75 L-A71 1968.
 GB0422
 GB0422                          STATION RECOVERY (1993)
 GB0422
 GB0422'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0422'RECOVERED IN GOOD CONDITION.  NOTE--MARK IS ACROSS US 25 W FROM A
 GB0422'STUCKEYS RESTAURANT WHICH IS IN THE NORTHWEST QUADRANT OF INTERCHANGE.
 GB0422
 GB0422                          STATION RECOVERY (1993)
 GB0422
 GB0422'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RDH)
 GB0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0076 ***********************************************************************
 GB0076  DESIGNATION -  I75 L A 72
 GB0076  PID         -  GB0076
 GB0076  STATE/COUNTY-  KY/WHITLEY
 GB0076  USGS QUAD   -  CORBIN (1978)
 GB0076
 GB0076                         *CURRENT SURVEY CONTROL
 GB0076  ___________________________________________________________________
 GB0076* NAD 83(1986)-  36 55 38.     (N)    084 07 23.     (W)     SCALED    
 GB0076* NAVD 88     -       347.916  (meters)    1141.45   (feet)  ADJUSTED  
 GB0076  ___________________________________________________________________
 GB0076  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 GB0076  DYNAMIC HT  -         347.633 (meters)    1140.53  (feet)  COMP
 GB0076  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 GB0076
 GB0076  VERT ORDER  -  SECOND    CLASS 0
 GB0076
 GB0076.The horizontal coordinates were scaled from a topographic map and have
 GB0076.an estimated accuracy of +/- 6 seconds.
 GB0076
 GB0076.The orthometric height was determined by differential leveling
 GB0076.and adjusted by the National Geodetic Survey in June 1991..
 GB0076
 GB0076.The geoid height was determined by GEOID03.
 GB0076
 GB0076.The dynamic height is computed by dividing the NAVD 88
 GB0076.geopotential number by the normal gravity value computed on the
 GB0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0076.degrees latitude (g = 980.6199 gals.).
 GB0076
 GB0076.The modeled gravity was interpolated from observed gravity values.
 GB0076
 GB0076;                    North         East    Units  Estimated Accuracy
 GB0076;SPC KY1Z     - 1,067,180.    1,644,950.      MT  (+/- 180 meters Scaled)
 GB0076
 GB0076                          SUPERSEDED SURVEY CONTROL
 GB0076
 GB0076  NGVD 29 (??/??/92)  348.080  (m)         1141.99   (f) ADJ UNCH    2 0
 GB0076
 GB0076.Superseded values are not recommended for survey control.
 GB0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0076.See file dsdata.txt to determine how the superseded data were derived.
 GB0076
 GB0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF562906(NAD 83)
 GB0076_MARKER: DD = SURVEY DISK
 GB0076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GB0076_SP_SET: CULVERT HEADWALL
 GB0076_STAMPING: I-75 L-A72 1963
 GB0076_MARK LOGO: KYDT  
 GB0076_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0076+STABILITY: SURFACE MOTION
 GB0076
 GB0076  HISTORY     - Date     Condition        Report By
 GB0076  HISTORY     - 1963     MONUMENTED       PAS
 GB0076  HISTORY     - 19930801 GOOD             KYDT
 GB0076
 GB0076                          STATION DESCRIPTION
 GB0076
 GB0076'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GB0076'2 MI SW FROM CORBIN.
 GB0076'ABOUT 2.05 MILES WEST ALONG STATE HIGHWAY NO. 727 (5TH ST.) FROM
 GB0076'THE JUNCTION OF U.S. HIGHWAY NO. 25W AT CORBIN, THENCE ABOUT 0.65
 GB0076'MILE SOUTHEAST ALONG A BLACK TOP ROAD, ABOUT 0.2 MILE WEST OF
 GB0076'BINGHAM CEMETERY, ABOUT 0.05 MILE EAST OF THE PENNINGTON CONCRETE
 GB0076'BLOCK PLANT, 26 FEET SOUTHEAST OF THE INTERSECTION OF ROAD AND
 GB0076'DRIVE TO A 1 STORY BRICK HOUSE AND 13 FEET SOUTH OF THE CENTER
 GB0076'OF ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 GB0076'IN DRILL HOLE IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE
 GB0076'HEADWALL OF CONCRETE BOX CULVERT.  DISK IS STAMPED I-75 L-A72
 GB0076'1963.
 GB0076
 GB0076                          STATION RECOVERY (1993)
 GB0076
 GB0076'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0076'1.3 MILES (2.1 KM) SOUTHWEST ALONG US 25W FROM JUNCTION OF KY 26 IN
 GB0076'CORBIN, THENCE 0.6 MILE (1.0 KM) WEST ALONG KY 1259 TO MARK ON LEFT,
 GB0076'ABOUT 0.2 MILE (0.3 KM) WEST OF BIGHAM CEMETARY, 30 FEET (9.1 M)
 GB0076'SOUTHEAST OF INTERSECTION OF KY 1259 AND DRIVE TO 1 STORY BRICK HOUSE
 GB0076'AND 13 FEET (4.0 M) SOUTH OF CENTERLINE OF KY 1259.  A KYDT MARK SET
 GB0076'IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE
 GB0076'BOX CULVERT.  NOTE--MARK MAY ALSO BE REACHED FROM I75/US25W
 GB0076'INTERCHANGE JUST SOUTHWEST OF CORBIN BY ABOUT 1.5 MILE (2.4 KM) EAST
 GB0076'ALONG US25W TO JUNCTION OF KY 1259, THENCE 0.6 MILE (1.0 KM) WEST
 GB0076'ALONG KY 1259 TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0077 ***********************************************************************
 GB0077  DESIGNATION -  I75 L A 73
 GB0077  PID         -  GB0077
 GB0077  STATE/COUNTY-  KY/WHITLEY
 GB0077  USGS QUAD   -  VOX (1982)
 GB0077
 GB0077                         *CURRENT SURVEY CONTROL
 GB0077  ___________________________________________________________________
 GB0077* NAD 83(1986)-  36 56 07.     (N)    084 07 35.     (W)     SCALED    
 GB0077* NAVD 88     -       356.935  (meters)    1171.04   (feet)  ADJUSTED  
 GB0077  ___________________________________________________________________
 GB0077  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 GB0077  DYNAMIC HT  -         356.646 (meters)    1170.10  (feet)  COMP
 GB0077  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 GB0077
 GB0077  VERT ORDER  -  SECOND    CLASS 0
 GB0077
 GB0077.The horizontal coordinates were scaled from a topographic map and have
 GB0077.an estimated accuracy of +/- 6 seconds.
 GB0077
 GB0077.The orthometric height was determined by differential leveling
 GB0077.and adjusted by the National Geodetic Survey in June 1991..
 GB0077
 GB0077.The geoid height was determined by GEOID03.
 GB0077
 GB0077.The dynamic height is computed by dividing the NAVD 88
 GB0077.geopotential number by the normal gravity value computed on the
 GB0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0077.degrees latitude (g = 980.6199 gals.).
 GB0077
 GB0077.The modeled gravity was interpolated from observed gravity values.
 GB0077
 GB0077;                    North         East    Units  Estimated Accuracy
 GB0077;SPC KY1Z     - 1,068,070.    1,644,640.      MT  (+/- 180 meters Scaled)
 GB0077
 GB0077                          SUPERSEDED SURVEY CONTROL
 GB0077
 GB0077  NGVD 29 (??/??/92)  357.100  (m)         1171.59   (f) ADJ UNCH    2 0
 GB0077
 GB0077.Superseded values are not recommended for survey control.
 GB0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0077.See file dsdata.txt to determine how the superseded data were derived.
 GB0077
 GB0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF559915(NAD 83)
 GB0077_MARKER: DD = SURVEY DISK
 GB0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0077_STAMPING: I-75 L-A73 1963
 GB0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0077+STABILITY: SURFACE MOTION
 GB0077
 GB0077  HISTORY     - Date     Condition        Report By
 GB0077  HISTORY     - 1963     MONUMENTED       PAS
 GB0077
 GB0077                          STATION DESCRIPTION
 GB0077
 GB0077'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GB0077'2.1 MI WSW FROM CORBIN.
 GB0077'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY NO. 727 (5TH STREET)
 GB0077'FROM THE JUNCTION OF U.S. HIGHWAY NO. 25W AT CORBIN, ABOUT 0.1
 GB0077'MILE EAST OF STEEL CHAPEL CHURCH, ABOUT 235 FEET WEST OF T-ROAD
 GB0077'INTERSECTION, 91 FEET EAST OF THE NORTH END OF AN 18-INCH
 GB0077'CONCRETE PIPE CULVERT UNDER HIGHWAY, 67 FEET EAST OF FENCE CORNER,
 GB0077'19 1/2 FEET NORTH OF THE CENTER OF HIGHWAY, 1 1/2 FEET SOUTH OF
 GB0077'BOARD FENCE AND ABOUT 1 FOOT HIGHER THAN HIGHWAY.  A KENTUCKY
 GB0077'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 GB0077'POST FLUSH WITH GROUND AND STAMPED I-75 L-A73 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0078 ***********************************************************************
 GB0078  DESIGNATION -  I75 L A 74
 GB0078  PID         -  GB0078
 GB0078  STATE/COUNTY-  KY/WHITLEY
 GB0078  USGS QUAD   -  VOX (1982)
 GB0078
 GB0078                         *CURRENT SURVEY CONTROL
 GB0078  ___________________________________________________________________
 GB0078* NAD 83(1986)-  36 56 43.     (N)    084 07 34.     (W)     SCALED    
 GB0078* NAVD 88     -       361.673  (meters)    1186.59   (feet)  ADJUSTED  
 GB0078  ___________________________________________________________________
 GB0078  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 GB0078  DYNAMIC HT  -         361.381 (meters)    1185.63  (feet)  COMP
 GB0078  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 GB0078
 GB0078  VERT ORDER  -  SECOND    CLASS 0
 GB0078
 GB0078.The horizontal coordinates were scaled from a topographic map and have
 GB0078.an estimated accuracy of +/- 6 seconds.
 GB0078
 GB0078.The orthometric height was determined by differential leveling
 GB0078.and adjusted by the National Geodetic Survey in June 1991..
 GB0078
 GB0078.The geoid height was determined by GEOID03.
 GB0078
 GB0078.The dynamic height is computed by dividing the NAVD 88
 GB0078.geopotential number by the normal gravity value computed on the
 GB0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0078.degrees latitude (g = 980.6199 gals.).
 GB0078
 GB0078.The modeled gravity was interpolated from observed gravity values.
 GB0078
 GB0078;                    North         East    Units  Estimated Accuracy
 GB0078;SPC KY1Z     - 1,069,180.    1,644,650.      MT  (+/- 180 meters Scaled)
 GB0078
 GB0078                          SUPERSEDED SURVEY CONTROL
 GB0078
 GB0078  NGVD 29 (??/??/92)  361.838  (m)         1187.13   (f) ADJ UNCH    2 0
 GB0078
 GB0078.Superseded values are not recommended for survey control.
 GB0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0078.See file dsdata.txt to determine how the superseded data were derived.
 GB0078
 GB0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF559926(NAD 83)
 GB0078_MARKER: DD = SURVEY DISK
 GB0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0078_STAMPING: I-75 L-A74 1963
 GB0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0078+STABILITY: SURFACE MOTION
 GB0078
 GB0078  HISTORY     - Date     Condition        Report By
 GB0078  HISTORY     - 1963     MONUMENTED       PAS
 GB0078  HISTORY     - 19930801 MARK NOT FOUND   KYDT
 GB0078
 GB0078                          STATION DESCRIPTION
 GB0078
 GB0078'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GB0078'1.7 MI W FROM CORBIN.
 GB0078'ABOUT 0.85 MILE NORTHWEST ALONG STATE HIGHWAY NO. 312 (GORDON
 GB0078'STREET) FROM THE JUNCTION OF U.S. HIGHWAY NO. 25W AT CORBIN,
 GB0078'THENCE ABOUT 1.3 MILES SOUTHWEST ALONG BARTON MILL ROAD, ABOUT
 GB0078'0.8 MILE EAST OF BARTON CHAPEL CHURCH, AT THE JUNCTION OF A
 GB0078'DIRT ROAD SOUTH, 32 FEET SOUTHEAST OF JUNCTION, 17 FEET EAST OF
 GB0078'THE CENTER OF DIRT ROAD, 4 1/2 FEET SOUTH OF FENCE CORNER, 1.6
 GB0078'FEET NORTHWEST OF METAL WITNESS POST AND SIGN, 1 FOOT WEST OF
 GB0078'WIRE FENCE AND ABOUT 2 FEET LOWER THAN JUNCTION.  A KENTUCKY
 GB0078'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 GB0078'POST PROJECTING 2 INCHES AND STAMPED I-75 L-A74 1963.
 GB0078
 GB0078                          STATION RECOVERY (1993)
 GB0078
 GB0078'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0071 ***********************************************************************
 GB0071  DESIGNATION -  I75 L A 75
 GB0071  PID         -  GB0071
 GB0071  STATE/COUNTY-  KY/LAUREL
 GB0071  USGS QUAD   -  CORBIN (1978)
 GB0071
 GB0071                         *CURRENT SURVEY CONTROL
 GB0071  ___________________________________________________________________
 GB0071* NAD 83(1986)-  36 58 22.     (N)    084 06 37.     (W)     SCALED    
 GB0071* NAVD 88     -       349.781  (meters)    1147.57   (feet)  ADJUSTED  
 GB0071  ___________________________________________________________________
 GB0071  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GB0071  DYNAMIC HT  -         349.498 (meters)    1146.64  (feet)  COMP
 GB0071  MODELED GRAV-     979,812.9   (mgal)                       NAVD 88
 GB0071
 GB0071  VERT ORDER  -  SECOND    CLASS 0
 GB0071
 GB0071.The horizontal coordinates were scaled from a topographic map and have
 GB0071.an estimated accuracy of +/- 6 seconds.
 GB0071
 GB0071.The orthometric height was determined by differential leveling
 GB0071.and adjusted by the National Geodetic Survey in June 1991..
 GB0071
 GB0071.The geoid height was determined by GEOID03.
 GB0071
 GB0071.The dynamic height is computed by dividing the NAVD 88
 GB0071.geopotential number by the normal gravity value computed on the
 GB0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0071.degrees latitude (g = 980.6199 gals.).
 GB0071
 GB0071.The modeled gravity was interpolated from observed gravity values.
 GB0071
 GB0071;                    North         East    Units  Estimated Accuracy
 GB0071;SPC KY1Z     - 1,072,250.    1,646,000.      MT  (+/- 180 meters Scaled)
 GB0071
 GB0071                          SUPERSEDED SURVEY CONTROL
 GB0071
 GB0071  NGVD 29 (??/??/92)  349.940  (m)         1148.09   (f) ADJ UNCH    2 0
 GB0071
 GB0071.Superseded values are not recommended for survey control.
 GB0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0071.See file dsdata.txt to determine how the superseded data were derived.
 GB0071
 GB0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF572957(NAD 83)
 GB0071_MARKER: DD = SURVEY DISK
 GB0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0071_STAMPING: I-75 L-A75 1963
 GB0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0071+STABILITY: SURFACE MOTION
 GB0071
 GB0071  HISTORY     - Date     Condition        Report By
 GB0071  HISTORY     - 1963     MONUMENTED       PAS
 GB0071
 GB0071                          STATION DESCRIPTION
 GB0071
 GB0071'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GB0071'2 MI NNW FROM CORBIN.
 GB0071'ABOUT 0.75 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GB0071'OFFICE AT CORBIN, THENCE ABOUT 0.4 MILE NORTHWEST ALONG STATE
 GB0071'HIGHWAY NO. 1223 TO A Y-FORK AT A CHURCH, THENCE ABOUT 1.0 MILE
 GB0071'WEST ALONG A BLACK TOP ROAD, ABOUT 240 FEET NORTHWEST OF A
 GB0071'CONCRETE PIPE CULVERT UNDER ROAD, ABOUT 163 FEET EAST OF THE
 GB0071'INTERSECTION OF ROAD AND DRIVE SOUTH, 36 FEET NORTH-NORTHEAST OF
 GB0071'THE CENTER OF ROAD, 2 FEET SOUTHWEST OF METAL WITNESS POST AND
 GB0071'SIGN, 1.6 FEET SOUTH OF FENCE CORNER AND ABOUT 7 FEET HIGHER THAN
 GB0071'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN
 GB0071'TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I-75 L-A75
 GB0071'1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0070 ***********************************************************************
 GB0070  DESIGNATION -  I75 L A 76
 GB0070  PID         -  GB0070
 GB0070  STATE/COUNTY-  KY/LAUREL
 GB0070  USGS QUAD   -  CORBIN (1978)
 GB0070
 GB0070                         *CURRENT SURVEY CONTROL
 GB0070  ___________________________________________________________________
 GB0070* NAD 83(1986)-  36 57 55.     (N)    084 06 02.     (W)     SCALED    
 GB0070* NAVD 88     -       344.040  (meters)    1128.74   (feet)  ADJUSTED  
 GB0070  ___________________________________________________________________
 GB0070  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB0070  DYNAMIC HT  -         343.761 (meters)    1127.82  (feet)  COMP
 GB0070  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 GB0070
 GB0070  VERT ORDER  -  SECOND    CLASS 0
 GB0070
 GB0070.The horizontal coordinates were scaled from a topographic map and have
 GB0070.an estimated accuracy of +/- 6 seconds.
 GB0070
 GB0070.The orthometric height was determined by differential leveling
 GB0070.and adjusted by the National Geodetic Survey in June 1991..
 GB0070
 GB0070.The geoid height was determined by GEOID03.
 GB0070
 GB0070.The dynamic height is computed by dividing the NAVD 88
 GB0070.geopotential number by the normal gravity value computed on the
 GB0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0070.degrees latitude (g = 980.6199 gals.).
 GB0070
 GB0070.The modeled gravity was interpolated from observed gravity values.
 GB0070
 GB0070;                    North         East    Units  Estimated Accuracy
 GB0070;SPC KY1Z     - 1,071,440.    1,646,880.      MT  (+/- 180 meters Scaled)
 GB0070
 GB0070                          SUPERSEDED SURVEY CONTROL
 GB0070
 GB0070  NGVD 29 (??/??/92)  344.20   (m)         1129.3    (f) COMPUTED    2 0
 GB0070
 GB0070.Superseded values are not recommended for survey control.
 GB0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0070.See file dsdata.txt to determine how the superseded data were derived.
 GB0070
 GB0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF581949(NAD 83)
 GB0070_MARKER: DD = SURVEY DISK
 GB0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0070_STAMPING: I-75 L-A76 1963
 GB0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0070+STABILITY: SURFACE MOTION
 GB0070
 GB0070  HISTORY     - Date     Condition        Report By
 GB0070  HISTORY     - 1963     MONUMENTED       PAS
 GB0070
 GB0070                          STATION DESCRIPTION
 GB0070
 GB0070'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GB0070'1.2 MI N FROM CORBIN.
 GB0070'ABOUT 1.25 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0070'FROM THE STATION AT CORBIN, ABOUT 430 FEET NORTHWEST OF MILE
 GB0070'POST L 171, ABOUT 310 FEET NORTHWEST OF AN OVERPASS, 86 1/2 FEET
 GB0070'EAST-NORTHEAST AND ACROSS ROAD FROM THE SOUTHEAST CORNER OF A
 GB0070'1 STORY FRAME HOUSE, 44 FEET EAST OF THE CENTER OF A BLACK TOP
 GB0070'ROAD, 18 FEET WEST OF THE WEST RAIL OF SOUTH BOUND TRACK, 1.6
 GB0070'FEET WEST OF METAL WITNESS POST AND SIGN AND ABOUT 6 FEET HIGHER
 GB0070'THAN TRACKS.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 GB0070'SET IN TOP OF CONCRETE POST PROJECTING 2 INCHES AND STAMPED
 GB0070'I-75 L-A76 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0069 ***********************************************************************
 GB0069  DESIGNATION -  I75 L A 77
 GB0069  PID         -  GB0069
 GB0069  STATE/COUNTY-  KY/LAUREL
 GB0069  USGS QUAD   -  CORBIN (1978)
 GB0069
 GB0069                         *CURRENT SURVEY CONTROL
 GB0069  ___________________________________________________________________
 GB0069* NAD 83(1986)-  36 58 50.     (N)    084 06 03.     (W)     SCALED    
 GB0069* NAVD 88     -       354.534  (meters)    1163.17   (feet)  ADJUSTED  
 GB0069  ___________________________________________________________________
 GB0069  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 GB0069  DYNAMIC HT  -         354.248 (meters)    1162.23  (feet)  COMP
 GB0069  MODELED GRAV-     979,812.7   (mgal)                       NAVD 88
 GB0069
 GB0069  VERT ORDER  -  SECOND    CLASS 0
 GB0069
 GB0069.The horizontal coordinates were scaled from a topographic map and have
 GB0069.an estimated accuracy of +/- 6 seconds.
 GB0069
 GB0069.The orthometric height was determined by differential leveling
 GB0069.and adjusted by the National Geodetic Survey in June 1991..
 GB0069
 GB0069.The geoid height was determined by GEOID03.
 GB0069
 GB0069.The dynamic height is computed by dividing the NAVD 88
 GB0069.geopotential number by the normal gravity value computed on the
 GB0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0069.degrees latitude (g = 980.6199 gals.).
 GB0069
 GB0069.The modeled gravity was interpolated from observed gravity values.
 GB0069
 GB0069;                    North         East    Units  Estimated Accuracy
 GB0069;SPC KY1Z     - 1,073,130.    1,646,830.      MT  (+/- 180 meters Scaled)
 GB0069
 GB0069                          SUPERSEDED SURVEY CONTROL
 GB0069
 GB0069  NGVD 29 (??/??/92)  354.690  (m)         1163.68   (f) ADJ UNCH    2 0
 GB0069
 GB0069.Superseded values are not recommended for survey control.
 GB0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0069.See file dsdata.txt to determine how the superseded data were derived.
 GB0069
 GB0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF580966(NAD 83)
 GB0069_MARKER: DD = SURVEY DISK
 GB0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0069_STAMPING: I-75 L-A77 1963
 GB0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0069+STABILITY: SURFACE MOTION
 GB0069
 GB0069  HISTORY     - Date     Condition        Report By
 GB0069  HISTORY     - 1963     MONUMENTED       PAS
 GB0069
 GB0069                          STATION DESCRIPTION
 GB0069
 GB0069'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GB0069'2.4 MI N FROM CORBIN.
 GB0069'ABOUT 2.35 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE
 GB0069'RAILROAD FROM THE STATION AT CORBIN, ABOUT 0.15 MILE NORTH OF
 GB0069'MILE POST L 170, 133 FEET NORTHWEST OF THE CENTER OF A ROAD
 GB0069'CROSSING, 61 FEET WEST OF THE WEST RAIL OF SOUTH BOUND TRACK,
 GB0069'27 1/2 FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 19 FEET
 GB0069'NORTH OF A FENCE CORNER, 1.8 FEET SOUTH OF METAL WITNESS POST
 GB0069'AND SIGN AND 1 FOOT EAST OF WIRE FENCE.  A KENTUCKY DEPARTMENT
 GB0069'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE POST FLUSH
 GB0069'WITH GROUND AND STAMPED I-75 L-A77 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0064 ***********************************************************************
 GB0064  DESIGNATION -  I75 L A 78
 GB0064  PID         -  GB0064
 GB0064  STATE/COUNTY-  KY/LAUREL
 GB0064  USGS QUAD   -  CORBIN (1978)
 GB0064
 GB0064                         *CURRENT SURVEY CONTROL
 GB0064  ___________________________________________________________________
 GB0064* NAD 83(1986)-  36 59 32.     (N)    084 06 17.     (W)     SCALED    
 GB0064* NAVD 88     -       358.616  (meters)    1176.56   (feet)  ADJUSTED  
 GB0064  ___________________________________________________________________
 GB0064  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 GB0064  DYNAMIC HT  -         358.327 (meters)    1175.61  (feet)  COMP
 GB0064  MODELED GRAV-     979,815.2   (mgal)                       NAVD 88
 GB0064
 GB0064  VERT ORDER  -  SECOND    CLASS 0
 GB0064
 GB0064.The horizontal coordinates were scaled from a topographic map and have
 GB0064.an estimated accuracy of +/- 6 seconds.
 GB0064
 GB0064.The orthometric height was determined by differential leveling
 GB0064.and adjusted by the National Geodetic Survey in June 1991..
 GB0064
 GB0064.The geoid height was determined by GEOID03.
 GB0064
 GB0064.The dynamic height is computed by dividing the NAVD 88
 GB0064.geopotential number by the normal gravity value computed on the
 GB0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0064.degrees latitude (g = 980.6199 gals.).
 GB0064
 GB0064.The modeled gravity was interpolated from observed gravity values.
 GB0064
 GB0064;                    North         East    Units  Estimated Accuracy
 GB0064;SPC KY1Z     - 1,074,420.    1,646,460.      MT  (+/- 180 meters Scaled)
 GB0064
 GB0064                          SUPERSEDED SURVEY CONTROL
 GB0064
 GB0064  NGVD 29 (??/??/92)  358.77   (m)         1177.1    (f) COMPUTED    2 0
 GB0064
 GB0064.Superseded values are not recommended for survey control.
 GB0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0064.See file dsdata.txt to determine how the superseded data were derived.
 GB0064
 GB0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF576979(NAD 83)
 GB0064_MARKER: DD = SURVEY DISK
 GB0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0064_STAMPING: I-75 L-A78 1963
 GB0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0064+STABILITY: SURFACE MOTION
 GB0064
 GB0064  HISTORY     - Date     Condition        Report By
 GB0064  HISTORY     - 1963     MONUMENTED       PAS
 GB0064
 GB0064                          STATION DESCRIPTION
 GB0064
 GB0064'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GB0064'3.2 MI N FROM CORBIN.
 GB0064'ABOUT 3.25 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE
 GB0064'RAILROAD FROM THE STATION AT CORBIN, ABOUT 3.1 MILES SOUTHWEST
 GB0064'ALONG RAILROAD FROM THE OVERPASS AT LILY, ABOUT 370 FEET SOUTH
 GB0064'OF AN OVERPASS, 22 FEET WEST OF THE WEST RAIL OF SOUTH BOUND
 GB0064'TRACK, 11 FEET SOUTH-SOUTHWEST OF MILE POST L 169, 1.7 FEET
 GB0064'EAST OF METAL WITNESS POST AND SIGN AND ABOUT 2 FEET HIGHER THAN
 GB0064'TRACKS.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 GB0064'IN TOP OF CONCRETE POST PROJECTING 2 INCHES AND STAMPED I-75
 GB0064'L-A78 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0690 ***********************************************************************
 GZ0690  DESIGNATION -  I75 L A 79
 GZ0690  PID         -  GZ0690
 GZ0690  STATE/COUNTY-  KY/LAUREL
 GZ0690  USGS QUAD   -  LILY (1970)
 GZ0690
 GZ0690                         *CURRENT SURVEY CONTROL
 GZ0690  ___________________________________________________________________
 GZ0690* NAD 83(1986)-  37 00 28.     (N)    084 06 01.     (W)     SCALED    
 GZ0690* NAVD 88     -       365.629  (meters)    1199.57   (feet)  ADJUSTED  
 GZ0690  ___________________________________________________________________
 GZ0690  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 GZ0690  DYNAMIC HT  -         365.337 (meters)    1198.61  (feet)  COMP
 GZ0690  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 GZ0690
 GZ0690  VERT ORDER  -  SECOND    CLASS 0
 GZ0690
 GZ0690.The horizontal coordinates were scaled from a topographic map and have
 GZ0690.an estimated accuracy of +/- 6 seconds.
 GZ0690
 GZ0690.The orthometric height was determined by differential leveling
 GZ0690.and adjusted by the National Geodetic Survey in June 1991..
 GZ0690
 GZ0690.The geoid height was determined by GEOID03.
 GZ0690
 GZ0690.The dynamic height is computed by dividing the NAVD 88
 GZ0690.geopotential number by the normal gravity value computed on the
 GZ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0690.degrees latitude (g = 980.6199 gals.).
 GZ0690
 GZ0690.The modeled gravity was interpolated from observed gravity values.
 GZ0690
 GZ0690;                    North         East    Units  Estimated Accuracy
 GZ0690;SPC KY1Z     - 1,076,150.    1,646,830.      MT  (+/- 180 meters Scaled)
 GZ0690
 GZ0690                          SUPERSEDED SURVEY CONTROL
 GZ0690
 GZ0690  NGVD 29 (??/??/92)  365.784  (m)         1200.08   (f) ADJ UNCH    2 0
 GZ0690
 GZ0690.Superseded values are not recommended for survey control.
 GZ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0690.See file dsdata.txt to determine how the superseded data were derived.
 GZ0690
 GZ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF580996(NAD 83)
 GZ0690_MARKER: DD = SURVEY DISK
 GZ0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0690_STAMPING: I-75 L-A79 1963
 GZ0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0690+STABILITY: SURFACE MOTION
 GZ0690
 GZ0690  HISTORY     - Date     Condition        Report By
 GZ0690  HISTORY     - 1963     MONUMENTED       PAS
 GZ0690
 GZ0690                          STATION DESCRIPTION
 GZ0690
 GZ0690'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0690'2 MI SW FROM LILY.
 GZ0690'ABOUT 1.35 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST
 GZ0690'OFFICE AT LILY TO A CROSSROAD, THENCE ABOUT 0.8 MILE SOUTH ALONG
 GZ0690'A DIRT ROAD, ABOUT 0.2 MILE NORTHWEST OF A BRIDGE OVER LAUREL
 GZ0690'RIVER, 41 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 36 FEET
 GZ0690'SOUTHWEST AND ACROSS ROAD FROM A POWER POLE, 33 FEET NORTH OF THE
 GZ0690'NORTHEAST CORNER OF A BARN, 17 FEET WEST OF THE CENTER OF ROAD,
 GZ0690'1.4 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN, 1 FOOT
 GZ0690'EAST OF WIRE FENCE AND ABOUT 3 FEET HIGHER THAN ROAD.  A KENTUCKY
 GZ0690'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 GZ0690'POST PROJECTING 2 INCHES AND STAMPED I-75 L-A79 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0682 ***********************************************************************
 GZ0682  DESIGNATION -  I75 L A 80
 GZ0682  PID         -  GZ0682
 GZ0682  STATE/COUNTY-  KY/LAUREL
 GZ0682  USGS QUAD   -  LILY (1970)
 GZ0682
 GZ0682                         *CURRENT SURVEY CONTROL
 GZ0682  ___________________________________________________________________
 GZ0682* NAD 83(1986)-  37 01 58.     (N)    084 05 40.     (W)     SCALED    
 GZ0682* NAVD 88     -       354.848  (meters)    1164.20   (feet)  ADJUSTED  
 GZ0682  ___________________________________________________________________
 GZ0682  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GZ0682  DYNAMIC HT  -         354.566 (meters)    1163.27  (feet)  COMP
 GZ0682  MODELED GRAV-     979,825.1   (mgal)                       NAVD 88
 GZ0682
 GZ0682  VERT ORDER  -  SECOND    CLASS 0
 GZ0682
 GZ0682.The horizontal coordinates were scaled from a topographic map and have
 GZ0682.an estimated accuracy of +/- 6 seconds.
 GZ0682
 GZ0682.The orthometric height was determined by differential leveling
 GZ0682.and adjusted by the National Geodetic Survey in June 1991..
 GZ0682
 GZ0682.The geoid height was determined by GEOID03.
 GZ0682
 GZ0682.The dynamic height is computed by dividing the NAVD 88
 GZ0682.geopotential number by the normal gravity value computed on the
 GZ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0682.degrees latitude (g = 980.6199 gals.).
 GZ0682
 GZ0682.The modeled gravity was interpolated from observed gravity values.
 GZ0682
 GZ0682;                    North         East    Units  Estimated Accuracy
 GZ0682;SPC KY1Z     - 1,078,940.    1,647,300.      MT  (+/- 180 meters Scaled)
 GZ0682
 GZ0682                          SUPERSEDED SURVEY CONTROL
 GZ0682
 GZ0682  NGVD 29 (??/??/92)  355.001  (m)         1164.70   (f) ADJ UNCH    2 0
 GZ0682
 GZ0682.Superseded values are not recommended for survey control.
 GZ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0682.See file dsdata.txt to determine how the superseded data were derived.
 GZ0682
 GZ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG584024(NAD 83)
 GZ0682_MARKER: DD = SURVEY DISK
 GZ0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0682_STAMPING: I-75 L-A80 1963
 GZ0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0682+STABILITY: SURFACE MOTION
 GZ0682
 GZ0682  HISTORY     - Date     Condition        Report By
 GZ0682  HISTORY     - 1963     MONUMENTED       PAS
 GZ0682
 GZ0682                          STATION DESCRIPTION
 GZ0682
 GZ0682'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0682'1.2 MI NW FROM LILY.
 GZ0682'ABOUT 0.45 MILE WEST ALONG BLACK TOP ROAD FROM THE POST OFFICE
 GZ0682'AT LILY, THENCE ABOUT 0.5 MILE NORTHWEST ALONG A GRAVEL ROAD
 GZ0682'TO A Y-FORK, CONTINUE NORTHWEST ON DIRT ROAD FOR 0.45 MILE TO
 GZ0682'MARK ON RIGHT, 80 FEET EAST AND ACROSS ROAD FROM A POWER POLE,
 GZ0682'61 FEET SOUTHEAST OF THE INTERSECTION OF ROAD AND STRIP MINE
 GZ0682'ENTRANCE ROAD, 19 FEET NORTHEAST OF THE CENTER OF DIRT ROAD,
 GZ0682'6 FEET NORTHWEST OF AN 8-INCH OAK TREE, 2 FEET WEST-SOUTHWEST
 GZ0682'OF METAL WITNESS POST AND SIGN AND ABOUT 2 FEET HIGHER THAN ROAD.
 GZ0682'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0682'CONCRETE POST PROJECTING 1 INCH AND STAMPED I-75 L-A80 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0681 ***********************************************************************
 GZ0681  DESIGNATION -  I75 L A 81
 GZ0681  PID         -  GZ0681
 GZ0681  STATE/COUNTY-  KY/LAUREL
 GZ0681  USGS QUAD   -  LILY (1970)
 GZ0681
 GZ0681                         *CURRENT SURVEY CONTROL
 GZ0681  ___________________________________________________________________
 GZ0681* NAD 83(1986)-  37 02 37.     (N)    084 05 43.     (W)     SCALED    
 GZ0681* NAVD 88     -       353.308  (meters)    1159.14   (feet)  ADJUSTED  
 GZ0681  ___________________________________________________________________
 GZ0681  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 GZ0681  DYNAMIC HT  -         353.027 (meters)    1158.22  (feet)  COMP
 GZ0681  MODELED GRAV-     979,826.5   (mgal)                       NAVD 88
 GZ0681
 GZ0681  VERT ORDER  -  SECOND    CLASS 0
 GZ0681
 GZ0681.The horizontal coordinates were scaled from a topographic map and have
 GZ0681.an estimated accuracy of +/- 6 seconds.
 GZ0681
 GZ0681.The orthometric height was determined by differential leveling
 GZ0681.and adjusted by the National Geodetic Survey in June 1991..
 GZ0681
 GZ0681.The geoid height was determined by GEOID03.
 GZ0681
 GZ0681.The dynamic height is computed by dividing the NAVD 88
 GZ0681.geopotential number by the normal gravity value computed on the
 GZ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0681.degrees latitude (g = 980.6199 gals.).
 GZ0681
 GZ0681.The modeled gravity was interpolated from observed gravity values.
 GZ0681
 GZ0681;                    North         East    Units  Estimated Accuracy
 GZ0681;SPC KY1Z     - 1,080,140.    1,647,200.      MT  (+/- 180 meters Scaled)
 GZ0681
 GZ0681                          SUPERSEDED SURVEY CONTROL
 GZ0681
 GZ0681  NGVD 29 (??/??/92)  353.461  (m)         1159.65   (f) ADJ UNCH    2 0
 GZ0681
 GZ0681.Superseded values are not recommended for survey control.
 GZ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0681.See file dsdata.txt to determine how the superseded data were derived.
 GZ0681
 GZ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG583036(NAD 83)
 GZ0681_MARKER: DD = SURVEY DISK
 GZ0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0681_STAMPING: I-75 L-A81 1963
 GZ0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0681+STABILITY: SURFACE MOTION
 GZ0681
 GZ0681  HISTORY     - Date     Condition        Report By
 GZ0681  HISTORY     - 1963     MONUMENTED       PAS
 GZ0681
 GZ0681                          STATION DESCRIPTION
 GZ0681
 GZ0681'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0681'6 MI S FROM LONDON.
 GZ0681'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 192 FROM
 GZ0681'THE LAUREL COUNTY COURT HOUSE AT LONDON, THENCE ABOUT 1.2 MILES
 GZ0681'SOUTHEAST ALONG BLACK TOP ROAD TO A CROSSROAD, THENCE ABOUT 3.65
 GZ0681'MILES SOUTHWEST ALONG STATE HIGHWAY NO. 363, THENCE ABOUT 0.15 MILE
 GZ0681'SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.65 MILE SOUTHEAST ALONG
 GZ0681'GRAVEL ROAD TO A ONE STORY ROAD, THENCE ABOUT 0.65 MILE SOUTHEAST
 GZ0681'ALONG GRAVEL ROAD TO A ONE STORY FRAME HOUSE ON RIGHT AND END
 GZ0681'OF GRAVEL ROAD, CONTINUE SOUTHEAST ON DIRT ROAD FOR 0.15 MILE
 GZ0681'TO TOP OF HILL AND MARK ON RIGHT.  IT IS 25 FEET SOUTHWEST
 GZ0681'AND ACROSS ROAD FROM A FENCE CORNER, 12 FEET SOUTHWEST OF THE
 GZ0681'CENTER OF ROAD, 6 FEET SOUTHEAST OF FENCE CORNER, 12 FEET SOUTHWEST
 GZ0681'OF THE CENTER OF ROAD, 6 FEET SOUTHEAST OF FENCE CORNER, 2 FEET
 GZ0681'NORTHWEST OF METAL WITNESS POST AND SIGN, 1 FOOT NORTHEAST OF
 GZ0681'WIRE FENCE AND ABOUT 1 FOOT LOWER THAN ROAD.  A KENTUCKY DEPARTMENT
 GZ0681'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE PROJECTING
 GZ0681'1 INCH AND STAMPED I-75 L-A81 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0680 ***********************************************************************
 GZ0680  DESIGNATION -  I75 L A 82
 GZ0680  PID         -  GZ0680
 GZ0680  STATE/COUNTY-  KY/LAUREL
 GZ0680  USGS QUAD   -  LILY (1970)
 GZ0680
 GZ0680                         *CURRENT SURVEY CONTROL
 GZ0680  ___________________________________________________________________
 GZ0680* NAD 83(1986)-  37 03 18.     (N)    084 06 05.     (W)     SCALED    
 GZ0680* NAVD 88     -       356.313  (meters)    1169.00   (feet)  ADJUSTED  
 GZ0680  ___________________________________________________________________
 GZ0680  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GZ0680  DYNAMIC HT  -         356.031 (meters)    1168.08  (feet)  COMP
 GZ0680  MODELED GRAV-     979,828.5   (mgal)                       NAVD 88
 GZ0680
 GZ0680  VERT ORDER  -  SECOND    CLASS 0
 GZ0680
 GZ0680.The horizontal coordinates were scaled from a topographic map and have
 GZ0680.an estimated accuracy of +/- 6 seconds.
 GZ0680
 GZ0680.The orthometric height was determined by differential leveling
 GZ0680.and adjusted by the National Geodetic Survey in June 1991..
 GZ0680
 GZ0680.The geoid height was determined by GEOID03.
 GZ0680
 GZ0680.The dynamic height is computed by dividing the NAVD 88
 GZ0680.geopotential number by the normal gravity value computed on the
 GZ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0680.degrees latitude (g = 980.6199 gals.).
 GZ0680
 GZ0680.The modeled gravity was interpolated from observed gravity values.
 GZ0680
 GZ0680;                    North         East    Units  Estimated Accuracy
 GZ0680;SPC KY1Z     - 1,081,390.    1,646,630.      MT  (+/- 180 meters Scaled)
 GZ0680
 GZ0680                          SUPERSEDED SURVEY CONTROL
 GZ0680
 GZ0680  NGVD 29 (??/??/92)  356.467  (m)         1169.51   (f) ADJ UNCH    2 0
 GZ0680
 GZ0680.Superseded values are not recommended for survey control.
 GZ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0680.See file dsdata.txt to determine how the superseded data were derived.
 GZ0680
 GZ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG577049(NAD 83)
 GZ0680_MARKER: DD = SURVEY DISK
 GZ0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0680_STAMPING: I-75 L-A82 1963
 GZ0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0680+STABILITY: SURFACE MOTION
 GZ0680
 GZ0680  HISTORY     - Date     Condition        Report By
 GZ0680  HISTORY     - 1963     MONUMENTED       PAS
 GZ0680
 GZ0680                          STATION DESCRIPTION
 GZ0680
 GZ0680'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0680'5.2 MI SW FROM LONDON.
 GZ0680'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 192 FROM THE
 GZ0680'LAUREL COUNTY COURT HOUSE AT LONDON, THENCE ABOUT 1.2 MILES
 GZ0680'SOUTHEAST ALONG BLACK TOP ROAD TO A CROSSROAD, THENCE ABOUT 3.65
 GZ0680'MILES SOUTHWEST ALONG STATE HIGHWAY NO. 363, ABOUT 0.25 MILE
 GZ0680'NORTHEAST OF WARD BRANCH, ABOUT 90 FEET SOUTHWEST OF A ROAD
 GZ0680'JUNCTION, 47 FEET WEST OF THE CENTER OF GRAVEL ROAD, 22 FEET
 GZ0680'SOUTHEAST OF THE CENTER OF HIGHWAY, 9 FEET SOUTHWEST OF A 15-INCH
 GZ0680'PINE TREE, 2 FEET NORTHEAST OF METAL WITNESS POST AND SIGN, 1.3
 GZ0680'FEET NORTHWEST OF WIRE FENCE AND ABOUT 5 FEET HIGHER THAN HIGHWAY.
 GZ0680'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0680'CONCRETE PROJECTING 1 INCH AND STAMPED I-75 L-A82 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0675 ***********************************************************************
 GZ0675  DESIGNATION -  I75 L A 83
 GZ0675  PID         -  GZ0675
 GZ0675  STATE/COUNTY-  KY/LAUREL
 GZ0675  USGS QUAD   -  LILY (1970)
 GZ0675
 GZ0675                         *CURRENT SURVEY CONTROL
 GZ0675  ___________________________________________________________________
 GZ0675* NAD 83(1986)-  37 04 53.     (N)    084 05 53.     (W)     SCALED    
 GZ0675* NAVD 88     -       369.058  (meters)    1210.82   (feet)  ADJUSTED  
 GZ0675  ___________________________________________________________________
 GZ0675  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 GZ0675  DYNAMIC HT  -         368.767 (meters)    1209.86  (feet)  COMP
 GZ0675  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 GZ0675
 GZ0675  VERT ORDER  -  SECOND    CLASS 0
 GZ0675
 GZ0675.The horizontal coordinates were scaled from a topographic map and have
 GZ0675.an estimated accuracy of +/- 6 seconds.
 GZ0675
 GZ0675.The orthometric height was determined by differential leveling
 GZ0675.and adjusted by the National Geodetic Survey in June 1991..
 GZ0675
 GZ0675.The geoid height was determined by GEOID03.
 GZ0675
 GZ0675.The dynamic height is computed by dividing the NAVD 88
 GZ0675.geopotential number by the normal gravity value computed on the
 GZ0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0675.degrees latitude (g = 980.6199 gals.).
 GZ0675
 GZ0675.The modeled gravity was interpolated from observed gravity values.
 GZ0675
 GZ0675;                    North         East    Units  Estimated Accuracy
 GZ0675;SPC KY1Z     - 1,084,320.    1,646,880.      MT  (+/- 180 meters Scaled)
 GZ0675
 GZ0675                          SUPERSEDED SURVEY CONTROL
 GZ0675
 GZ0675  NGVD 29 (??/??/92)  369.214  (m)         1211.33   (f) ADJ UNCH    2 0
 GZ0675
 GZ0675.Superseded values are not recommended for survey control.
 GZ0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0675.See file dsdata.txt to determine how the superseded data were derived.
 GZ0675
 GZ0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG579078(NAD 83)
 GZ0675_MARKER: DD = SURVEY DISK
 GZ0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0675_STAMPING: I-75 L-A83 1963
 GZ0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0675+STABILITY: SURFACE MOTION
 GZ0675
 GZ0675  HISTORY     - Date     Condition        Report By
 GZ0675  HISTORY     - 1963     MONUMENTED       PAS
 GZ0675
 GZ0675                          STATION DESCRIPTION
 GZ0675
 GZ0675'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0675'3.6 MI SW FROM LONDON.
 GZ0675'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 192 FROM THE
 GZ0675'LAUREL COUNTY COURT HOUSE AT LONDON, THENCE ABOUT 1.2 MILES
 GZ0675'SOUTHEAST ALONG BLACK TOP ROAD TO A CROSSROAD, THENCE ABOUT 1.7
 GZ0675'MILES SOUTHWEST ALONG STATE HIGHWAY NO. 363, 63 FEET NORTHEAST
 GZ0675'OF THE NORTHEAST CORNER OF A ONE STORY ASBESTOS SIDING HOUSE, 20
 GZ0675'FEET WEST OF THE CENTER OF HIGHWAY, 18 FEET EAST-NORTHEAST OF A
 GZ0675'POWER POLE WITH TRANSFORMER, 2 FEET SOUTH OF A FENCE CORNER, 2 FEE
 GZ0675'NORTHEAST OF TELEPHONE POLE 87 AND ABOUT 4 FEET HIGHER THAN
 GZ0675'HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 GZ0675'IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75 L-A83 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0674 ***********************************************************************
 GZ0674  DESIGNATION -  I75 L A 84
 GZ0674  PID         -  GZ0674
 GZ0674  STATE/COUNTY-  KY/LAUREL
 GZ0674  USGS QUAD   -  LILY (1970)
 GZ0674
 GZ0674                         *CURRENT SURVEY CONTROL
 GZ0674  ___________________________________________________________________
 GZ0674* NAD 83(1986)-  37 05 33.     (N)    084 05 48.     (W)     SCALED    
 GZ0674* NAVD 88     -       351.730  (meters)    1153.97   (feet)  ADJUSTED  
 GZ0674  ___________________________________________________________________
 GZ0674  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GZ0674  DYNAMIC HT  -         351.452 (meters)    1153.06  (feet)  COMP
 GZ0674  MODELED GRAV-     979,829.7   (mgal)                       NAVD 88
 GZ0674
 GZ0674  VERT ORDER  -  SECOND    CLASS 0
 GZ0674
 GZ0674.The horizontal coordinates were scaled from a topographic map and have
 GZ0674.an estimated accuracy of +/- 6 seconds.
 GZ0674
 GZ0674.The orthometric height was determined by differential leveling
 GZ0674.and adjusted by the National Geodetic Survey in June 1991..
 GZ0674
 GZ0674.The geoid height was determined by GEOID03.
 GZ0674
 GZ0674.The dynamic height is computed by dividing the NAVD 88
 GZ0674.geopotential number by the normal gravity value computed on the
 GZ0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0674.degrees latitude (g = 980.6199 gals.).
 GZ0674
 GZ0674.The modeled gravity was interpolated from observed gravity values.
 GZ0674
 GZ0674;                    North         East    Units  Estimated Accuracy
 GZ0674;SPC KY1Z     - 1,085,560.    1,646,980.      MT  (+/- 180 meters Scaled)
 GZ0674
 GZ0674                          SUPERSEDED SURVEY CONTROL
 GZ0674
 GZ0674  NGVD 29 (??/??/92)  351.885  (m)         1154.48   (f) ADJ UNCH    2 0
 GZ0674
 GZ0674.Superseded values are not recommended for survey control.
 GZ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0674.See file dsdata.txt to determine how the superseded data were derived.
 GZ0674
 GZ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG580090(NAD 83)
 GZ0674_MARKER: DD = SURVEY DISK
 GZ0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0674_STAMPING: I-75 L-A84 1963
 GZ0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0674+STABILITY: SURFACE MOTION
 GZ0674
 GZ0674  HISTORY     - Date     Condition        Report By
 GZ0674  HISTORY     - 1963     MONUMENTED       PAS
 GZ0674
 GZ0674                          STATION DESCRIPTION
 GZ0674
 GZ0674'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0674'2.7 MI SW FROM LONDON.
 GZ0674'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 192 FROM THE
 GZ0674'LAUREL COUNTY COURT HOUSE AT LONDON, THENCE ABOUT 1.2 MILES
 GZ0674'SOUTHEAST ALONG BLACK TOP ROAD TO A CROSSROAD, THENCE ABOUT 0.85
 GZ0674'MILE SOUTHWEST ALONG STATE HIGHWAY NO. 363, 90 FEET WEST-SOUTHWEST
 GZ0674'OF THE CENTER OF WOODEN BRIDGE OVER SAMPSON BRANCH, 80 FEET
 GZ0674'SOUTHEAST OF THE SOUTHEAST CORNER OF BARN, 25 1/2 FEET NORTHWEST
 GZ0674'OF THE CENTER OF HIGHWAY, 16 FEET NORTHEAST OF THE CENTER OF DRIVE
 GZ0674'TO BARN, 2 FEET SOUTH OF METAL WITNESS POST AND SIGN, 1 1/2 FEET
 GZ0674'SOUTHEAST OF WIRE FENCE AND ABOUT 1 FOOT HIGHER THAN HIGHWAY.
 GZ0674'A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0674'CONCRETE PROJECTING 1 INCH AND STAMPED I-75 L-A84 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0673 ***********************************************************************
 GZ0673  DESIGNATION -  I75 L A 85
 GZ0673  PID         -  GZ0673
 GZ0673  STATE/COUNTY-  KY/LAUREL
 GZ0673  USGS QUAD   -  LILY (1970)
 GZ0673
 GZ0673                         *CURRENT SURVEY CONTROL
 GZ0673  ___________________________________________________________________
 GZ0673* NAD 83(1986)-  37 06 12.     (N)    084 05 42.     (W)     SCALED    
 GZ0673* NAVD 88     -       355.626  (meters)    1166.75   (feet)  ADJUSTED  
 GZ0673  ___________________________________________________________________
 GZ0673  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 GZ0673  DYNAMIC HT  -         355.345 (meters)    1165.83  (feet)  COMP
 GZ0673  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 GZ0673
 GZ0673  VERT ORDER  -  SECOND    CLASS 0
 GZ0673
 GZ0673.The horizontal coordinates were scaled from a topographic map and have
 GZ0673.an estimated accuracy of +/- 6 seconds.
 GZ0673
 GZ0673.The orthometric height was determined by differential leveling
 GZ0673.and adjusted by the National Geodetic Survey in June 1991..
 GZ0673
 GZ0673.The geoid height was determined by GEOID03.
 GZ0673
 GZ0673.The dynamic height is computed by dividing the NAVD 88
 GZ0673.geopotential number by the normal gravity value computed on the
 GZ0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0673.degrees latitude (g = 980.6199 gals.).
 GZ0673
 GZ0673.The modeled gravity was interpolated from observed gravity values.
 GZ0673
 GZ0673;                    North         East    Units  Estimated Accuracy
 GZ0673;SPC KY1Z     - 1,086,760.    1,647,110.      MT  (+/- 180 meters Scaled)
 GZ0673
 GZ0673                          SUPERSEDED SURVEY CONTROL
 GZ0673
 GZ0673  NGVD 29 (??/??/92)  355.781  (m)         1167.26   (f) ADJ UNCH    2 0
 GZ0673
 GZ0673.Superseded values are not recommended for survey control.
 GZ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0673.See file dsdata.txt to determine how the superseded data were derived.
 GZ0673
 GZ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG581102(NAD 83)
 GZ0673_MARKER: DD = SURVEY DISK
 GZ0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0673_SP_SET: CULVERT
 GZ0673_STAMPING: I-75 L-A85 1963
 GZ0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0673
 GZ0673  HISTORY     - Date     Condition        Report By
 GZ0673  HISTORY     - 1963     MONUMENTED       PAS
 GZ0673
 GZ0673                          STATION DESCRIPTION
 GZ0673
 GZ0673'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0673'2 MI SW FROM LONDON.
 GZ0673'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 192 FROM THE
 GZ0673'LAUREL COUNTY COURT HOUSE AT LONDON, THENCE ABOUT 0.7 MILE
 GZ0673'SOUTHEAST ALONG A BLACK TOP ROAD, AT A LARGE CONCRETE BOX CULVERT
 GZ0673'OVER SAMPSON BRANCH, 11 FEET SOUTHWEST OF THE CENTER OF ROAD.  A
 GZ0673'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE
 GZ0673'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF
 GZ0673'BOX CULVERT.  THE DISK IS STAMPED I-75 L-A85 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0671 ***********************************************************************
 GZ0671  DESIGNATION -  I75 L A 86
 GZ0671  PID         -  GZ0671
 GZ0671  STATE/COUNTY-  KY/LAUREL
 GZ0671  USGS QUAD   -  LONDON (1969)
 GZ0671
 GZ0671                         *CURRENT SURVEY CONTROL
 GZ0671  ___________________________________________________________________
 GZ0671* NAD 83(1986)-  37 07 56.     (N)    084 06 39.     (W)     SCALED    
 GZ0671* NAVD 88     -       383.948  (meters)    1259.67   (feet)  ADJUSTED  
 GZ0671  ___________________________________________________________________
 GZ0671  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GZ0671  DYNAMIC HT  -         383.647 (meters)    1258.68  (feet)  COMP
 GZ0671  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 GZ0671
 GZ0671  VERT ORDER  -  SECOND    CLASS 0
 GZ0671
 GZ0671.The horizontal coordinates were scaled from a topographic map and have
 GZ0671.an estimated accuracy of +/- 6 seconds.
 GZ0671
 GZ0671.The orthometric height was determined by differential leveling
 GZ0671.and adjusted by the National Geodetic Survey in June 1991..
 GZ0671
 GZ0671.The geoid height was determined by GEOID03.
 GZ0671
 GZ0671.The dynamic height is computed by dividing the NAVD 88
 GZ0671.geopotential number by the normal gravity value computed on the
 GZ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0671.degrees latitude (g = 980.6199 gals.).
 GZ0671
 GZ0671.The modeled gravity was interpolated from observed gravity values.
 GZ0671
 GZ0671;                    North         East    Units  Estimated Accuracy
 GZ0671;SPC KY1Z     - 1,089,940.    1,645,640.      MT  (+/- 180 meters Scaled)
 GZ0671
 GZ0671                          SUPERSEDED SURVEY CONTROL
 GZ0671
 GZ0671  NGVD 29 (??/??/92)  384.106  (m)         1260.19   (f) ADJ UNCH    2 0
 GZ0671
 GZ0671.Superseded values are not recommended for survey control.
 GZ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0671.See file dsdata.txt to determine how the superseded data were derived.
 GZ0671
 GZ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG566134(NAD 83)
 GZ0671_MARKER: DD = SURVEY DISK
 GZ0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0671_STAMPING: I-75 L-A86 1963
 GZ0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0671+STABILITY: SURFACE MOTION
 GZ0671
 GZ0671  HISTORY     - Date     Condition        Report By
 GZ0671  HISTORY     - 1963     MONUMENTED       PAS
 GZ0671
 GZ0671                          STATION DESCRIPTION
 GZ0671
 GZ0671'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0671'2 MI W FROM LONDON.
 GZ0671'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 192 (WEST FIFTH
 GZ0671'STREET) FROM THE LAUREL COUNTY COURT HOUSE AT LONDON, THENCE ABOUT
 GZ0671'1.55 MILES WEST ALONG FALLS ROAD, 46 FEET SOUTH-SOUTHEAST AND
 GZ0671'ACROSS ROAD FROM TELEPHONE POLE 39, 34 FEET SOUTHEAST OF THE
 GZ0671'INTERSECTION OF ROAD AND DRIVE NORTH TO MAURICE CAUDILLS
 GZ0671'RESIDENCE, 21 FEET SOUTH OF THE CENTER OF FALLS ROAD, 11 FEET EAST
 GZ0671'OF A 15-INCH WALNUT TREE, 1.7 FEET EAST OF METAL WITNESS POST
 GZ0671'AND SIGN, 1.3 FEET NORTH OF WIRE FENCE AND ABOUT 3 FEET HIGHER
 GZ0671'THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 GZ0671'IN TOP OF CONCRETE PROJECTING 1 INCH AND STAMPED I-75 L-A86 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0670 ***********************************************************************
 GZ0670  DESIGNATION -  I75 L A 87 RESET
 GZ0670  PID         -  GZ0670
 GZ0670  STATE/COUNTY-  KY/LAUREL
 GZ0670  USGS QUAD   -  LONDON (1969)
 GZ0670
 GZ0670                         *CURRENT SURVEY CONTROL
 GZ0670  ___________________________________________________________________
 GZ0670* NAD 83(1986)-  37 08 42.     (N)    084 06 30.     (W)     SCALED    
 GZ0670* NAVD 88     -       372.01   (meters)    1220.5    (feet)  RESET     
 GZ0670  ___________________________________________________________________
 GZ0670  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ0670
 GZ0670  VERT ORDER  -  THIRD
 GZ0670
 GZ0670.The horizontal coordinates were scaled from a topographic map and have
 GZ0670.an estimated accuracy of +/- 6 seconds.
 GZ0670
 GZ0670.The orthometric height was computed from unverified reset data.
 GZ0670.No vertical observational check was made to the station.
 GZ0670
 GZ0670.The geoid height was determined by GEOID03.
 GZ0670
 GZ0670;                    North         East    Units  Estimated Accuracy
 GZ0670;SPC KY1Z     - 1,091,370.    1,645,840.      MT  (+/- 180 meters Scaled)
 GZ0670
 GZ0670                          SUPERSEDED SURVEY CONTROL
 GZ0670
 GZ0670.No superseded survey control is available for this station.
 GZ0670
 GZ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG568148(NAD 83)
 GZ0670_MARKER: DB = BENCH MARK DISK
 GZ0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0670_SP_SET: CULVERT
 GZ0670_STAMPING: I 75 LA87 RESET 1969
 GZ0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0670
 GZ0670  HISTORY     - Date     Condition        Report By
 GZ0670  HISTORY     - 1969     MONUMENTED       CGS
 GZ0670
 GZ0670                          STATION DESCRIPTION
 GZ0670
 GZ0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GZ0670'1.5 MI NW FROM LONDON.
 GZ0670'AT THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND STATE HIGHWAY
 GZ0670'80, AT THE SOUTH SIDE OF HIGHWAY 80 AND EAST SIDE OF I 75, A
 GZ0670'STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF A CONCRETE HEADWALL
 GZ0670'ON THE EAST SIDE OF THE EXIT RAMP FROM THE SOUTH OF I 75, 70 FEET
 GZ0670'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY 80, 74
 GZ0670'FEET EAST OF THE CENTERLINE OF THE EXIT RAMP AND 45 FEET NORTHWEST
 GZ0670'OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0667 ***********************************************************************
 GZ0667  DESIGNATION -  I75 L A 88
 GZ0667  PID         -  GZ0667
 GZ0667  STATE/COUNTY-  KY/LAUREL
 GZ0667  USGS QUAD   -  LONDON (1969)
 GZ0667
 GZ0667                         *CURRENT SURVEY CONTROL
 GZ0667  ___________________________________________________________________
 GZ0667* NAD 83(1986)-  37 09 24.     (N)    084 06 37.     (W)     SCALED    
 GZ0667* NAVD 88     -       353.264  (meters)    1159.00   (feet)  ADJUSTED  
 GZ0667  ___________________________________________________________________
 GZ0667  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GZ0667  DYNAMIC HT  -         352.987 (meters)    1158.09  (feet)  COMP
 GZ0667  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 GZ0667
 GZ0667  VERT ORDER  -  SECOND    CLASS 0
 GZ0667
 GZ0667.The horizontal coordinates were scaled from a topographic map and have
 GZ0667.an estimated accuracy of +/- 6 seconds.
 GZ0667
 GZ0667.The orthometric height was determined by differential leveling
 GZ0667.and adjusted by the National Geodetic Survey in June 1991..
 GZ0667
 GZ0667.The geoid height was determined by GEOID03.
 GZ0667
 GZ0667.The dynamic height is computed by dividing the NAVD 88
 GZ0667.geopotential number by the normal gravity value computed on the
 GZ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0667.degrees latitude (g = 980.6199 gals.).
 GZ0667
 GZ0667.The modeled gravity was interpolated from observed gravity values.
 GZ0667
 GZ0667;                    North         East    Units  Estimated Accuracy
 GZ0667;SPC KY1Z     - 1,092,660.    1,645,640.      MT  (+/- 180 meters Scaled)
 GZ0667
 GZ0667                          SUPERSEDED SURVEY CONTROL
 GZ0667
 GZ0667  NGVD 29 (??/??/92)  353.421  (m)         1159.52   (f) ADJ UNCH    2 0
 GZ0667
 GZ0667.Superseded values are not recommended for survey control.
 GZ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0667.See file dsdata.txt to determine how the superseded data were derived.
 GZ0667
 GZ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG566161(NAD 83)
 GZ0667_MARKER: DD = SURVEY DISK
 GZ0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0667_STAMPING: I-75 L-A88 1963
 GZ0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0667+STABILITY: SURFACE MOTION
 GZ0667
 GZ0667  HISTORY     - Date     Condition        Report By
 GZ0667  HISTORY     - 1963     MONUMENTED       PAS
 GZ0667
 GZ0667                          STATION DESCRIPTION
 GZ0667
 GZ0667'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0667'2.5 MI NW FROM LONDON.
 GZ0667'ABOUT 2.9 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0667'LAUREL COUNTY COURT HOUSE AT LONDON, THENCE ABOUT 0.25 MILE SOUTH
 GZ0667'ALONG GRAVEL ROAD TO A SHARP CURVE RIGHT AND DIRT ROAD STRAIGHT
 GZ0667'AHEAD, THENCE ABOUT 0.1 MILE SOUTH ALONG DIRT ROAD, ABOUT 152 FEET
 GZ0667'NORTH OF THE NORTHEAST CORNER OF A ONE STORY FRAME HOUSE, 35 FEET
 GZ0667'NORTHEAST OF THE INTERSECTION OF ROAD AND DRIVE SOUTHWEST, 18 FEET
 GZ0667'EAST OF THE CENTER OF ROAD, 1.5 FEET WEST OF METAL WITNESS POST
 GZ0667'AND SIGN AND ABOUT 1 1/2 FEET HIGHER THAN ROAD.  A KENTUCKY
 GZ0667'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 GZ0667'PROJECTING 2 INCHES AND STAMPED I-75 L-A88 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0666 ***********************************************************************
 GZ0666  DESIGNATION -  I75 L A 89
 GZ0666  PID         -  GZ0666
 GZ0666  STATE/COUNTY-  KY/LAUREL
 GZ0666  USGS QUAD   -  LONDON (1969)
 GZ0666
 GZ0666                         *CURRENT SURVEY CONTROL
 GZ0666  ___________________________________________________________________
 GZ0666* NAD 83(1986)-  37 10 04.     (N)    084 07 15.     (W)     SCALED    
 GZ0666* NAVD 88     -       344.976  (meters)    1131.81   (feet)  ADJUSTED  
 GZ0666  ___________________________________________________________________
 GZ0666  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GZ0666  DYNAMIC HT  -         344.706 (meters)    1130.92  (feet)  COMP
 GZ0666  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GZ0666
 GZ0666  VERT ORDER  -  SECOND    CLASS 0
 GZ0666
 GZ0666.The horizontal coordinates were scaled from a topographic map and have
 GZ0666.an estimated accuracy of +/- 6 seconds.
 GZ0666
 GZ0666.The orthometric height was determined by differential leveling
 GZ0666.and adjusted by the National Geodetic Survey in June 1991..
 GZ0666
 GZ0666.The geoid height was determined by GEOID03.
 GZ0666
 GZ0666.The dynamic height is computed by dividing the NAVD 88
 GZ0666.geopotential number by the normal gravity value computed on the
 GZ0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0666.degrees latitude (g = 980.6199 gals.).
 GZ0666
 GZ0666.The modeled gravity was interpolated from observed gravity values.
 GZ0666
 GZ0666;                    North         East    Units  Estimated Accuracy
 GZ0666;SPC KY1Z     - 1,093,870.    1,644,690.      MT  (+/- 180 meters Scaled)
 GZ0666
 GZ0666                          SUPERSEDED SURVEY CONTROL
 GZ0666
 GZ0666  NGVD 29 (??/??/92)  345.134  (m)         1132.33   (f) ADJ UNCH    2 0
 GZ0666
 GZ0666.Superseded values are not recommended for survey control.
 GZ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0666.See file dsdata.txt to determine how the superseded data were derived.
 GZ0666
 GZ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG556173(NAD 83)
 GZ0666_MARKER: DD = SURVEY DISK
 GZ0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0666_STAMPING: I-75 L-A89 1963
 GZ0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0666+STABILITY: SURFACE MOTION
 GZ0666
 GZ0666  HISTORY     - Date     Condition        Report By
 GZ0666  HISTORY     - 1963     MONUMENTED       PAS
 GZ0666
 GZ0666                          STATION DESCRIPTION
 GZ0666
 GZ0666'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0666'3.6 MI NW FROM LONDON.
 GZ0666'ABOUT 3.6 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0666'LAUREL COUNTY COURT HOUSE AT LONDON, ACROSS HIGHWAY FROM THE NEW
 GZ0666'SALEM BAPTIST CHURCH, ABOUT 196 FEET SOUTH-SOUTHEAST OF THE
 GZ0666'INTERSECTION OF HIGHWAY AND GRAVEL ROAD SOUTHWEST, 41 FEET
 GZ0666'SOUTHWEST OF THE CENTER OF HIGHWAY, 29 FEET NORTHWEST OF A
 GZ0666'TELEPHONE POLE, 1.7 FEET NORTH-NORTHWEST OF METAL WITNESS POST
 GZ0666'AND SIGN, 1 FOOT NORTHEAST OF WIRE FENCE AND ABOUT 1 FOOT HIGHER
 GZ0666'THAN HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 GZ0666'SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75 L-A89
 GZ0666'1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0665 ***********************************************************************
 GZ0665  DESIGNATION -  I75 L A 90
 GZ0665  PID         -  GZ0665
 GZ0665  STATE/COUNTY-  KY/LAUREL
 GZ0665  USGS QUAD   -  BERNSTADT (1969)
 GZ0665
 GZ0665                         *CURRENT SURVEY CONTROL
 GZ0665  ___________________________________________________________________
 GZ0665* NAD 83(1986)-  37 11 06.     (N)    084 08 10.     (W)     SCALED    
 GZ0665* NAVD 88     -       361.946  (meters)    1187.48   (feet)  ADJUSTED  
 GZ0665  ___________________________________________________________________
 GZ0665  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GZ0665  DYNAMIC HT  -         361.664 (meters)    1186.56  (feet)  COMP
 GZ0665  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 GZ0665
 GZ0665  VERT ORDER  -  SECOND    CLASS 0
 GZ0665
 GZ0665.The horizontal coordinates were scaled from a topographic map and have
 GZ0665.an estimated accuracy of +/- 6 seconds.
 GZ0665
 GZ0665.The orthometric height was determined by differential leveling
 GZ0665.and adjusted by the National Geodetic Survey in June 1991..
 GZ0665
 GZ0665.The geoid height was determined by GEOID03.
 GZ0665
 GZ0665.The dynamic height is computed by dividing the NAVD 88
 GZ0665.geopotential number by the normal gravity value computed on the
 GZ0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0665.degrees latitude (g = 980.6199 gals.).
 GZ0665
 GZ0665.The modeled gravity was interpolated from observed gravity values.
 GZ0665
 GZ0665;                    North         East    Units  Estimated Accuracy
 GZ0665;SPC KY1Z     - 1,095,760.    1,643,300.      MT  (+/- 180 meters Scaled)
 GZ0665
 GZ0665                          SUPERSEDED SURVEY CONTROL
 GZ0665
 GZ0665  NGVD 29 (??/??/92)  362.104  (m)         1188.00   (f) ADJ UNCH    2 0
 GZ0665
 GZ0665.Superseded values are not recommended for survey control.
 GZ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0665.See file dsdata.txt to determine how the superseded data were derived.
 GZ0665
 GZ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG542192(NAD 83)
 GZ0665_MARKER: DD = SURVEY DISK
 GZ0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0665_STAMPING: I-75 L-A90 1963
 GZ0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0665+STABILITY: SURFACE MOTION
 GZ0665
 GZ0665  HISTORY     - Date     Condition        Report By
 GZ0665  HISTORY     - 1963     MONUMENTED       PAS
 GZ0665
 GZ0665                          STATION DESCRIPTION
 GZ0665
 GZ0665'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0665'5.2 MI NW FROM LONDON.
 GZ0665'ABOUT 5.15 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0665'LAUREL COUNTY COURT HOUSE AT LONDON, ABOUT 0.15 MILE SOUTHEAST
 GZ0665'OF CARMICHAEL CHURCH, ABOUT 175 FEET NORTHWEST OF THE NORTHWEST
 GZ0665'END OF THE WEST HEADWALL OF CONCRETE BOX CULVERT UNDER HIGHWAY,
 GZ0665'44 FEET SOUTHWEST OF THE CENTER-LINE OF HIGHWAY, 4 FEET SOUTHEAST
 GZ0665'OF A TELEPHONE POLE, 1.6 FEET NORTHEAST OF METAL WITNESS POST
 GZ0665'AND SIGN AND ABOUT 2 FEET LOWER THAN HIGHWAY.  A KENTUCKY
 GZ0665'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 GZ0665'PROJECTING 1 INCH AND STAMPED I-75 L-A90 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0660 ***********************************************************************
 GZ0660  DESIGNATION -  I75 L A 91
 GZ0660  PID         -  GZ0660
 GZ0660  STATE/COUNTY-  KY/LAUREL
 GZ0660  USGS QUAD   -  BERNSTADT (1969)
 GZ0660
 GZ0660                         *CURRENT SURVEY CONTROL
 GZ0660  ___________________________________________________________________
 GZ0660* NAD 83(1986)-  37 12 08.     (N)    084 09 44.     (W)     SCALED    
 GZ0660* NAVD 88     -       380.201  (meters)    1247.38   (feet)  ADJUSTED  
 GZ0660  ___________________________________________________________________
 GZ0660  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GZ0660  DYNAMIC HT  -         379.908 (meters)    1246.41  (feet)  COMP
 GZ0660  MODELED GRAV-     979,846.8   (mgal)                       NAVD 88
 GZ0660
 GZ0660  VERT ORDER  -  SECOND    CLASS 0
 GZ0660
 GZ0660.The horizontal coordinates were scaled from a topographic map and have
 GZ0660.an estimated accuracy of +/- 6 seconds.
 GZ0660
 GZ0660.The orthometric height was determined by differential leveling
 GZ0660.and adjusted by the National Geodetic Survey in June 1991..
 GZ0660
 GZ0660.The geoid height was determined by GEOID03.
 GZ0660
 GZ0660.The dynamic height is computed by dividing the NAVD 88
 GZ0660.geopotential number by the normal gravity value computed on the
 GZ0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0660.degrees latitude (g = 980.6199 gals.).
 GZ0660
 GZ0660.The modeled gravity was interpolated from observed gravity values.
 GZ0660
 GZ0660;                    North         East    Units  Estimated Accuracy
 GZ0660;SPC KY1Z     - 1,097,630.    1,640,950.      MT  (+/- 180 meters Scaled)
 GZ0660
 GZ0660                          SUPERSEDED SURVEY CONTROL
 GZ0660
 GZ0660  NGVD 29 (??/??/92)  380.360  (m)         1247.90   (f) ADJ UNCH    2 0
 GZ0660
 GZ0660.Superseded values are not recommended for survey control.
 GZ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0660.See file dsdata.txt to determine how the superseded data were derived.
 GZ0660
 GZ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG518210(NAD 83)
 GZ0660_MARKER: DD = SURVEY DISK
 GZ0660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0660_SP_SET: CULVERT
 GZ0660_STAMPING: I-75 L-A91 1963
 GZ0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0660
 GZ0660  HISTORY     - Date     Condition        Report By
 GZ0660  HISTORY     - 1963     MONUMENTED       PAS
 GZ0660
 GZ0660                          STATION DESCRIPTION
 GZ0660
 GZ0660'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0660'7.1 MI NW FROM LONDON.
 GZ0660'ABOUT 7.1 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0660'LAUREL COUNTY COURT HOUSE AT LONDON, ABOUT 164 FEET SOUTH OF THE
 GZ0660'INTERSECTION OF HIGHWAY AND GRAVEL ROAD EAST TO JOHNSON RIDGE
 GZ0660'SCHOOL, 26 FEET EAST OF TELEPHONE POLE 2185, 29 1/2 FEET
 GZ0660'SOUTHWEST OF CENTER-LINE OF HIGHWAY AND ABOUT 5 FEET LOWER THAN
 GZ0660'HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 GZ0660'IN DRILL HOLE IN THE TOP OF THE NORTHWEST END OF THE WEST HEADWALL
 GZ0660'OF CONCRETE CULVERT UNDER HIGHWAY.  THE DISK IS STAMPED I-75 L-A91
 GZ0660'1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0659 ***********************************************************************
 GZ0659  DESIGNATION -  I75 L A 92
 GZ0659  PID         -  GZ0659
 GZ0659  STATE/COUNTY-  KY/LAUREL
 GZ0659  USGS QUAD   -  BERNSTADT (1969)
 GZ0659
 GZ0659                         *CURRENT SURVEY CONTROL
 GZ0659  ___________________________________________________________________
 GZ0659* NAD 83(1986)-  37 12 34.     (N)    084 10 55.     (W)     SCALED    
 GZ0659* NAVD 88     -       387.645  (meters)    1271.80   (feet)  ADJUSTED  
 GZ0659  ___________________________________________________________________
 GZ0659  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GZ0659  DYNAMIC HT  -         387.349 (meters)    1270.83  (feet)  COMP
 GZ0659  MODELED GRAV-     979,854.8   (mgal)                       NAVD 88
 GZ0659
 GZ0659  VERT ORDER  -  SECOND    CLASS 0
 GZ0659
 GZ0659.The horizontal coordinates were scaled from a topographic map and have
 GZ0659.an estimated accuracy of +/- 6 seconds.
 GZ0659
 GZ0659.The orthometric height was determined by differential leveling
 GZ0659.and adjusted by the National Geodetic Survey in June 1991..
 GZ0659
 GZ0659.The geoid height was determined by GEOID03.
 GZ0659
 GZ0659.The dynamic height is computed by dividing the NAVD 88
 GZ0659.geopotential number by the normal gravity value computed on the
 GZ0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0659.degrees latitude (g = 980.6199 gals.).
 GZ0659
 GZ0659.The modeled gravity was interpolated from observed gravity values.
 GZ0659
 GZ0659;                    North         East    Units  Estimated Accuracy
 GZ0659;SPC KY1Z     - 1,098,400.    1,639,180.      MT  (+/- 180 meters Scaled)
 GZ0659
 GZ0659                          SUPERSEDED SURVEY CONTROL
 GZ0659
 GZ0659  NGVD 29 (??/??/92)  387.807  (m)         1272.33   (f) ADJ UNCH    2 0
 GZ0659
 GZ0659.Superseded values are not recommended for survey control.
 GZ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0659.See file dsdata.txt to determine how the superseded data were derived.
 GZ0659
 GZ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG500218(NAD 83)
 GZ0659_MARKER: DD = SURVEY DISK
 GZ0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0659_STAMPING: I-75 L-A92 1963
 GZ0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0659+STABILITY: SURFACE MOTION
 GZ0659
 GZ0659  HISTORY     - Date     Condition        Report By
 GZ0659  HISTORY     - 1963     MONUMENTED       PAS
 GZ0659
 GZ0659                          STATION DESCRIPTION
 GZ0659
 GZ0659'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0659'7.4 MI NW FROM LONDON.
 GZ0659'ABOUT 7.45 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0659'LAUREL COUNTY COURT HOUSE AT LONDON, THENCE ABOUT 0.7 MILE WEST
 GZ0659'ALONG DIRT ROAD TO S.C. CARPENTERS RESIDENCE AND END OF DIRT ROAD,
 GZ0659'CONTINUE WEST ACROSS PASTURE AND FIELDS FOR 0.3 MILE TO WOODS,
 GZ0659'THENCE WALK SOUTHWEST THROUGH WOODS FOR APPROXIMATELY 0.1 MILE
 GZ0659'TO HIGHEST POINT AND MARK.  IT IS 21 1/2 FEET WEST-SOUTHWEST OF
 GZ0659'A 12-INCH CHESTNUT OAK TREE WITH TRIANGULAR BLAZE, 15 FEET
 GZ0659'NORTHWEST OF THE CENTER OF DIM TRAIL, 12 FEET SOUTHEAST OF A
 GZ0659'14-INCH RED OAK TREE WITH TRIANGULAR BLAZE AND 1.7 FEET EAST OF
 GZ0659'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0659'BENCH MARK DISK SET IN TOP OF CONCRETE PROJECTING 2 INCHES AND
 GZ0659'STAMPED I-75 L-A92 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0657 ***********************************************************************
 GZ0657  DESIGNATION -  I75 L A 93
 GZ0657  PID         -  GZ0657
 GZ0657  STATE/COUNTY-  KY/LAUREL
 GZ0657  USGS QUAD   -  BERNSTADT (1969)
 GZ0657
 GZ0657                         *CURRENT SURVEY CONTROL
 GZ0657  ___________________________________________________________________
 GZ0657* NAD 83(1986)-  37 13 21.     (N)    084 10 26.     (W)     SCALED    
 GZ0657* NAVD 88     -       379.132  (meters)    1243.87   (feet)  ADJUSTED  
 GZ0657  ___________________________________________________________________
 GZ0657  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GZ0657  DYNAMIC HT  -         378.842 (meters)    1242.92  (feet)  COMP
 GZ0657  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 GZ0657
 GZ0657  VERT ORDER  -  SECOND    CLASS 0
 GZ0657
 GZ0657.The horizontal coordinates were scaled from a topographic map and have
 GZ0657.an estimated accuracy of +/- 6 seconds.
 GZ0657
 GZ0657.The orthometric height was determined by differential leveling
 GZ0657.and adjusted by the National Geodetic Survey in June 1991..
 GZ0657
 GZ0657.The geoid height was determined by GEOID03.
 GZ0657
 GZ0657.The dynamic height is computed by dividing the NAVD 88
 GZ0657.geopotential number by the normal gravity value computed on the
 GZ0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0657.degrees latitude (g = 980.6199 gals.).
 GZ0657
 GZ0657.The modeled gravity was interpolated from observed gravity values.
 GZ0657
 GZ0657;                    North         East    Units  Estimated Accuracy
 GZ0657;SPC KY1Z     - 1,099,870.    1,639,870.      MT  (+/- 180 meters Scaled)
 GZ0657
 GZ0657                          SUPERSEDED SURVEY CONTROL
 GZ0657
 GZ0657  NGVD 29 (??/??/92)  379.293  (m)         1244.40   (f) ADJ UNCH    2 0
 GZ0657
 GZ0657.Superseded values are not recommended for survey control.
 GZ0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0657.See file dsdata.txt to determine how the superseded data were derived.
 GZ0657
 GZ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG507232(NAD 83)
 GZ0657_MARKER: DD = SURVEY DISK
 GZ0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0657_STAMPING: I-75 L-A93 1963
 GZ0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0657+STABILITY: SURFACE MOTION
 GZ0657
 GZ0657  HISTORY     - Date     Condition        Report By
 GZ0657  HISTORY     - 1963     MONUMENTED       PAS
 GZ0657
 GZ0657                          STATION DESCRIPTION
 GZ0657
 GZ0657'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0657'8 MI SE FROM LIVINGSTON.
 GZ0657'ABOUT 7.95 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0657'POST OFFICE AT LIVINGSTON, ABOUT 8.75 MILES NORTHWEST ALONG U.S.
 GZ0657'HIGHWAY 25 FROM THE LAUREL COUNTY COURT HOUSE AT LONDON, ABOUT
 GZ0657'0.15 MILE EAST OF A ROADSIDE PARK, 71 FEET EAST OF THE NORTH END
 GZ0657'OF AN 18-INCH CONCRETE PIPE CULVERT UNDER HIGHWAY, 67 FEET
 GZ0657'SOUTHEAST OF TELEPHONE POLE 2112, 44 FEET NORTH OF THE CENTER-LINE
 GZ0657'OF HIGHWAY, 1.9 FEET WEST OF METAL WITNESS POST AND SIGN, 1.3 FEET
 GZ0657'SOUTH OF WIRE FENCE AND ABOUT 2 FEET HIGHER THAN HIGHWAY.  A
 GZ0657'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0657'CONCRETE FLUSH WITH GROUND AND STAMPED I-75 L-A93 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0656 ***********************************************************************
 GZ0656  DESIGNATION -  I75 L A 94
 GZ0656  PID         -  GZ0656
 GZ0656  STATE/COUNTY-  KY/LAUREL
 GZ0656  USGS QUAD   -  BERNSTADT (1969)
 GZ0656
 GZ0656                         *CURRENT SURVEY CONTROL
 GZ0656  ___________________________________________________________________
 GZ0656* NAD 83(1986)-  37 13 29.     (N)    084 11 28.     (W)     SCALED    
 GZ0656* NAVD 88     -       330.997  (meters)    1085.95   (feet)  ADJUSTED  
 GZ0656  ___________________________________________________________________
 GZ0656  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GZ0656  DYNAMIC HT  -         330.748 (meters)    1085.13  (feet)  COMP
 GZ0656  MODELED GRAV-     979,866.7   (mgal)                       NAVD 88
 GZ0656
 GZ0656  VERT ORDER  -  SECOND    CLASS 0
 GZ0656
 GZ0656.The horizontal coordinates were scaled from a topographic map and have
 GZ0656.an estimated accuracy of +/- 6 seconds.
 GZ0656
 GZ0656.The orthometric height was determined by differential leveling
 GZ0656.and adjusted by the National Geodetic Survey in June 1991..
 GZ0656
 GZ0656.The geoid height was determined by GEOID03.
 GZ0656
 GZ0656.The dynamic height is computed by dividing the NAVD 88
 GZ0656.geopotential number by the normal gravity value computed on the
 GZ0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0656.degrees latitude (g = 980.6199 gals.).
 GZ0656
 GZ0656.The modeled gravity was interpolated from observed gravity values.
 GZ0656
 GZ0656;                    North         East    Units  Estimated Accuracy
 GZ0656;SPC KY1Z     - 1,100,090.    1,638,340.      MT  (+/- 180 meters Scaled)
 GZ0656
 GZ0656                          SUPERSEDED SURVEY CONTROL
 GZ0656
 GZ0656  NGVD 29 (??/??/92)  331.161  (m)         1086.48   (f) ADJ UNCH    2 0
 GZ0656
 GZ0656.Superseded values are not recommended for survey control.
 GZ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0656.See file dsdata.txt to determine how the superseded data were derived.
 GZ0656
 GZ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG492234(NAD 83)
 GZ0656_MARKER: DD = SURVEY DISK
 GZ0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0656_STAMPING: I-75 L-A94 1963
 GZ0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0656+STABILITY: SURFACE MOTION
 GZ0656
 GZ0656  HISTORY     - Date     Condition        Report By
 GZ0656  HISTORY     - 1963     MONUMENTED       PAS
 GZ0656
 GZ0656                          STATION DESCRIPTION
 GZ0656
 GZ0656'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0656'6.8 MI SE FROM LIVINGSTON.
 GZ0656'ABOUT 6.85 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0656'OFFICE AT LIVINGSTON, ABOUT 299 FEET WEST OF THE SOUTHWEST CORNER
 GZ0656'OF A ONE STORY FRAME BUILDING (TRUCK STOP RESTAURANT), 51 FEET
 GZ0656'SOUTHWEST OF A POWER LINE JUNCTION POLE, 38 FEET NORTH OF THE
 GZ0656'CENTER-LINE OF HIGHWAY AND ABOUT 7 FEET LOWER THAN HIGHWAY.  A
 GZ0656'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN DRILL HOLE
 GZ0656'IN THE TOP OF THE WEST END OF NORTH HEADWALL OF CONCRETE CULVERT
 GZ0656'UNDER HIGHWAY.  THE DISK IS STAMPED I-75 L-A94 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0654 ***********************************************************************
 GZ0654  DESIGNATION -  I75 L A 95
 GZ0654  PID         -  GZ0654
 GZ0654  STATE/COUNTY-  KY/LAUREL
 GZ0654  USGS QUAD   -  BERNSTADT (1969)
 GZ0654
 GZ0654                         *CURRENT SURVEY CONTROL
 GZ0654  ___________________________________________________________________
 GZ0654* NAD 83(1986)-  37 13 28.     (N)    084 13 26.     (W)     SCALED    
 GZ0654* NAVD 88     -       394.439  (meters)    1294.09   (feet)  ADJUSTED  
 GZ0654  ___________________________________________________________________
 GZ0654  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GZ0654  DYNAMIC HT  -         394.142 (meters)    1293.11  (feet)  COMP
 GZ0654  MODELED GRAV-     979,865.9   (mgal)                       NAVD 88
 GZ0654
 GZ0654  VERT ORDER  -  SECOND    CLASS 0
 GZ0654
 GZ0654.The horizontal coordinates were scaled from a topographic map and have
 GZ0654.an estimated accuracy of +/- 6 seconds.
 GZ0654
 GZ0654.The orthometric height was determined by differential leveling
 GZ0654.and adjusted by the National Geodetic Survey in June 1991..
 GZ0654
 GZ0654.The geoid height was determined by GEOID03.
 GZ0654
 GZ0654.The dynamic height is computed by dividing the NAVD 88
 GZ0654.geopotential number by the normal gravity value computed on the
 GZ0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0654.degrees latitude (g = 980.6199 gals.).
 GZ0654
 GZ0654.The modeled gravity was interpolated from observed gravity values.
 GZ0654
 GZ0654;                    North         East    Units  Estimated Accuracy
 GZ0654;SPC KY1Z     - 1,100,010.    1,635,430.      MT  (+/- 180 meters Scaled)
 GZ0654
 GZ0654                          SUPERSEDED SURVEY CONTROL
 GZ0654
 GZ0654  NGVD 29 (??/??/92)  394.606  (m)         1294.64   (f) ADJ UNCH    2 0
 GZ0654
 GZ0654.Superseded values are not recommended for survey control.
 GZ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0654.See file dsdata.txt to determine how the superseded data were derived.
 GZ0654
 GZ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG463233(NAD 83)
 GZ0654_MARKER: DD = SURVEY DISK
 GZ0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0654_STAMPING: I-75 L-A95 1963
 GZ0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0654+STABILITY: SURFACE MOTION
 GZ0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0654+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 GZ0654
 GZ0654  HISTORY     - Date     Condition        Report By
 GZ0654  HISTORY     - 1963     MONUMENTED       PAS
 GZ0654  HISTORY     - 20050428 GOOD             KYTC
 GZ0654
 GZ0654                          STATION DESCRIPTION
 GZ0654
 GZ0654'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0654'5 MI S FROM LIVINGSTON.
 GZ0654'ABOUT 5.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0654'OFFICE AT LIVINGSTON TO A DIRT ROAD RIGHT AT TOP OF HILL, THENCE
 GZ0654'ABOUT 1.25 MILES SOUTHWEST ALONG DIRT ROAD, AT THE JUNCTION OF A
 GZ0654'WOODS ROAD NORTHWEST, ABOUT 70 FEET NORTHWEST OF JUNCTION, 19 FEET
 GZ0654'NORTHEAST OF THE CENTER OF DIRT ROAD, 16 FEET SOUTHWEST OF THE
 GZ0654'CENTER OF WOODS ROAD, 1.5 FEET SOUTHEAST OF METAL WITNESS POST
 GZ0654'AND SIGN AND ABOUT 2 FEET LOWER THAN DIRT ROAD.  A KENTUCKY
 GZ0654'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE
 GZ0654'PROJECTING 1 INCH AND STAMPED I-75 L-A95 1963.
 GZ0654
 GZ0654                          STATION RECOVERY (2005)
 GZ0654
 GZ0654'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0655 ***********************************************************************
 GZ0655  DESIGNATION -  I75 L A 96
 GZ0655  PID         -  GZ0655
 GZ0655  STATE/COUNTY-  KY/LAUREL
 GZ0655  USGS QUAD   -  BERNSTADT (1969)
 GZ0655
 GZ0655                         *CURRENT SURVEY CONTROL
 GZ0655  ___________________________________________________________________
 GZ0655* NAD 83(1986)-  37 14 06.     (N)    084 13 28.     (W)     SCALED    
 GZ0655* NAVD 88     -       364.897  (meters)    1197.17   (feet)  ADJUSTED  
 GZ0655  ___________________________________________________________________
 GZ0655  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ0655  DYNAMIC HT  -         364.623 (meters)    1196.27  (feet)  COMP
 GZ0655  MODELED GRAV-     979,866.2   (mgal)                       NAVD 88
 GZ0655
 GZ0655  VERT ORDER  -  SECOND    CLASS 0
 GZ0655
 GZ0655.The horizontal coordinates were scaled from a topographic map and have
 GZ0655.an estimated accuracy of +/- 6 seconds.
 GZ0655
 GZ0655.The orthometric height was determined by differential leveling
 GZ0655.and adjusted by the National Geodetic Survey in June 1991..
 GZ0655
 GZ0655.The geoid height was determined by GEOID03.
 GZ0655
 GZ0655.The dynamic height is computed by dividing the NAVD 88
 GZ0655.geopotential number by the normal gravity value computed on the
 GZ0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0655.degrees latitude (g = 980.6199 gals.).
 GZ0655
 GZ0655.The modeled gravity was interpolated from observed gravity values.
 GZ0655
 GZ0655;                    North         East    Units  Estimated Accuracy
 GZ0655;SPC KY1Z     - 1,101,180.    1,635,360.      MT  (+/- 180 meters Scaled)
 GZ0655
 GZ0655                          SUPERSEDED SURVEY CONTROL
 GZ0655
 GZ0655  NGVD 29 (??/??/92)  365.063  (m)         1197.71   (f) ADJ UNCH    2 0
 GZ0655
 GZ0655.Superseded values are not recommended for survey control.
 GZ0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0655.See file dsdata.txt to determine how the superseded data were derived.
 GZ0655
 GZ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG462245(NAD 83)
 GZ0655_MARKER: DD = SURVEY DISK
 GZ0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0655_STAMPING: I-75 L-A96 1963
 GZ0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0655+STABILITY: SURFACE MOTION
 GZ0655
 GZ0655  HISTORY     - Date     Condition        Report By
 GZ0655  HISTORY     - 1963     MONUMENTED       PAS
 GZ0655
 GZ0655                          STATION DESCRIPTION
 GZ0655
 GZ0655'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0655'4.5 MI S FROM LIVINGSTON.
 GZ0655'ABOUT 5.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0655'OFFICE AT LIVINGSTON TO A DIRT ROAD RIGHT AT TOP OF HILL, THENCE
 GZ0655'ABOUT 1.25 MILES SOUTHWEST ALONG DIRT ROAD TO A WOODS ROAD RIGHT,
 GZ0655'THENCE ABOUT 0.75 MILE NORTH ALONG WOODS ROAD THAT FOLLOWS TOP
 GZ0655'OF RIDGE, AT A CURVE IN ROAD NORTHWEST, 9 FEET EAST OF THE CENTER
 GZ0655'OF ROAD, 1.5 FEET WEST OF METAL WITNESS POST AND SIGN AND ABOUT 3
 GZ0655'FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 GZ0655'MARK DISK SET IN TOP OF CONCRETE PROJECTING 2 INCHES AND STAMPED
 GZ0655'I-75 L-A96 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0649 ***********************************************************************
 GZ0649  DESIGNATION -  I75 L A 97
 GZ0649  PID         -  GZ0649
 GZ0649  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0649  USGS QUAD   -  BERNSTADT (1969)
 GZ0649
 GZ0649                         *CURRENT SURVEY CONTROL
 GZ0649  ___________________________________________________________________
 GZ0649* NAD 83(1986)-  37 14 36.     (N)    084 13 37.     (W)     SCALED    
 GZ0649* NAVD 88     -       269.536  (meters)     884.30   (feet)  ADJUSTED  
 GZ0649  ___________________________________________________________________
 GZ0649  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GZ0649  DYNAMIC HT  -         269.332 (meters)     883.63  (feet)  COMP
 GZ0649  MODELED GRAV-     979,864.5   (mgal)                       NAVD 88
 GZ0649
 GZ0649  VERT ORDER  -  SECOND    CLASS 0
 GZ0649
 GZ0649.The horizontal coordinates were scaled from a topographic map and have
 GZ0649.an estimated accuracy of +/- 6 seconds.
 GZ0649
 GZ0649.The orthometric height was determined by differential leveling
 GZ0649.and adjusted by the National Geodetic Survey in June 1991..
 GZ0649
 GZ0649.The geoid height was determined by GEOID03.
 GZ0649
 GZ0649.The dynamic height is computed by dividing the NAVD 88
 GZ0649.geopotential number by the normal gravity value computed on the
 GZ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0649.degrees latitude (g = 980.6199 gals.).
 GZ0649
 GZ0649.The modeled gravity was interpolated from observed gravity values.
 GZ0649
 GZ0649;                    North         East    Units  Estimated Accuracy
 GZ0649;SPC KY1Z     - 1,102,100.    1,635,130.      MT  (+/- 180 meters Scaled)
 GZ0649
 GZ0649                          SUPERSEDED SURVEY CONTROL
 GZ0649
 GZ0649  NGVD 29 (??/??/92)  269.699  (m)          884.84   (f) ADJ UNCH    2 0
 GZ0649
 GZ0649.Superseded values are not recommended for survey control.
 GZ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0649.See file dsdata.txt to determine how the superseded data were derived.
 GZ0649
 GZ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG459254(NAD 83)
 GZ0649_MARKER: DD = SURVEY DISK
 GZ0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0649_STAMPING: I-75 L-A97 1963
 GZ0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0649+STABILITY: SURFACE MOTION
 GZ0649
 GZ0649  HISTORY     - Date     Condition        Report By
 GZ0649  HISTORY     - 1963     MONUMENTED       PAS
 GZ0649
 GZ0649                          STATION DESCRIPTION
 GZ0649
 GZ0649'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0649'3.7 MI SSW FROM LIVINGSTON.
 GZ0649'ABOUT 4.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0649'OFFICE AT LIVINGSTON, THENCE ABOUT 0.65 MILE SOUTHWEST AND WEST
 GZ0649'ALONG STATE HIGHWAY NO. 1329, 39 FEET NORTHEAST OF THE CENTER OF
 GZ0649'HIGHWAY, 37 FEET NORTH OF THE NORTH END OF A 24-INCH CONCRETE
 GZ0649'PIPE CULVERT UNDER HIGHWAY, 18 FEET SOUTHEAST OF A 12-INCH RED
 GZ0649'OAK TREE, 1.6 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN AND
 GZ0649'ABOUT 8 FEET HIGHER THAN HIGHWAY.  A KENTUCKY DEPARTMENT OF
 GZ0649'HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE PROJECTING 2
 GZ0649'INCHES AND STAMPED I-75 L-A97 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0648 ***********************************************************************
 GZ0648  DESIGNATION -  I75 L A 98
 GZ0648  PID         -  GZ0648
 GZ0648  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0648  USGS QUAD   -  BERNSTADT (1969)
 GZ0648
 GZ0648                         *CURRENT SURVEY CONTROL
 GZ0648  ___________________________________________________________________
 GZ0648* NAD 83(1986)-  37 14 40.     (N)    084 14 18.     (W)     SCALED    
 GZ0648* NAVD 88     -       266.158  (meters)     873.22   (feet)  ADJUSTED  
 GZ0648  ___________________________________________________________________
 GZ0648  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GZ0648  DYNAMIC HT  -         265.955 (meters)     872.55  (feet)  COMP
 GZ0648  MODELED GRAV-     979,860.8   (mgal)                       NAVD 88
 GZ0648
 GZ0648  VERT ORDER  -  SECOND    CLASS 0
 GZ0648
 GZ0648.The horizontal coordinates were scaled from a topographic map and have
 GZ0648.an estimated accuracy of +/- 6 seconds.
 GZ0648
 GZ0648.The orthometric height was determined by differential leveling
 GZ0648.and adjusted by the National Geodetic Survey in June 1991..
 GZ0648
 GZ0648.The geoid height was determined by GEOID03.
 GZ0648
 GZ0648.The dynamic height is computed by dividing the NAVD 88
 GZ0648.geopotential number by the normal gravity value computed on the
 GZ0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0648.degrees latitude (g = 980.6199 gals.).
 GZ0648
 GZ0648.The modeled gravity was interpolated from observed gravity values.
 GZ0648
 GZ0648;                    North         East    Units  Estimated Accuracy
 GZ0648;SPC KY1Z     - 1,102,210.    1,634,110.      MT  (+/- 180 meters Scaled)
 GZ0648
 GZ0648                          SUPERSEDED SURVEY CONTROL
 GZ0648
 GZ0648  NGVD 29 (??/??/92)  266.318  (m)          873.75   (f) ADJ UNCH    2 0
 GZ0648
 GZ0648.Superseded values are not recommended for survey control.
 GZ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0648.See file dsdata.txt to determine how the superseded data were derived.
 GZ0648
 GZ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG449255(NAD 83)
 GZ0648_MARKER: DD = SURVEY DISK
 GZ0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0648_STAMPING: I-75 L-A98 1963
 GZ0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0648+STABILITY: SURFACE MOTION
 GZ0648
 GZ0648  HISTORY     - Date     Condition        Report By
 GZ0648  HISTORY     - 1963     MONUMENTED       PAS
 GZ0648
 GZ0648                          STATION DESCRIPTION
 GZ0648
 GZ0648'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0648'3.9 MI SSW FROM LIVINGSTON.
 GZ0648'ABOUT 4.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0648'OFFICE AT LIVINGSTON, THENCE ABOUT 1.75 MILES SOUTHWEST ALONG
 GZ0648'STATE HIGHWAY NO. 1329, 84 FEET NORTHEAST OF THE EAST END OF
 GZ0648'AN 18-INCH CONCRETE PIPE CULVERT UNDER HIGHWAY, 76 FEET SOUTHWEST
 GZ0648'OF THE SOUTHWEST CORNER OF A ONE STORY FRAME HOUSE, 38 FEET
 GZ0648'EAST-SOUTHEAST OF THE CENTER OF HIGHWAY, 15 FEET SOUTHEAST OF AN
 GZ0648'R.E.A. POWER POLE WITH TRANSFORMER, 1.8 FEET NORTHWEST OF METAL
 GZ0648'WITNESS POST AND SIGN AND ABOUT 1 FOOT LOWER THAN HIGHWAY.  A
 GZ0648'KENTUCKY DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN TOP OF
 GZ0648'CONCRETE PROJECTING 1 INCH AND STAMPED I-75 L-A98 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0646 ***********************************************************************
 GZ0646  DESIGNATION -  I75 L A 99
 GZ0646  PID         -  GZ0646
 GZ0646  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0646  USGS QUAD   -  LIVINGSTON (1969)
 GZ0646
 GZ0646                         *CURRENT SURVEY CONTROL
 GZ0646  ___________________________________________________________________
 GZ0646* NAD 83(1986)-  37 15 23.     (N)    084 14 45.     (W)     SCALED    
 GZ0646* NAVD 88     -       325.035  (meters)    1066.39   (feet)  ADJUSTED  
 GZ0646  ___________________________________________________________________
 GZ0646  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GZ0646  DYNAMIC HT  -         324.787 (meters)    1065.57  (feet)  COMP
 GZ0646  MODELED GRAV-     979,856.4   (mgal)                       NAVD 88
 GZ0646
 GZ0646  VERT ORDER  -  SECOND    CLASS 0
 GZ0646
 GZ0646.The horizontal coordinates were scaled from a topographic map and have
 GZ0646.an estimated accuracy of +/- 6 seconds.
 GZ0646
 GZ0646.The orthometric height was determined by differential leveling
 GZ0646.and adjusted by the National Geodetic Survey in June 1991..
 GZ0646
 GZ0646.The geoid height was determined by GEOID03.
 GZ0646
 GZ0646.The dynamic height is computed by dividing the NAVD 88
 GZ0646.geopotential number by the normal gravity value computed on the
 GZ0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0646.degrees latitude (g = 980.6199 gals.).
 GZ0646
 GZ0646.The modeled gravity was interpolated from observed gravity values.
 GZ0646
 GZ0646;                    North         East    Units  Estimated Accuracy
 GZ0646;SPC KY1Z     - 1,103,520.    1,633,430.      MT  (+/- 180 meters Scaled)
 GZ0646
 GZ0646                          SUPERSEDED SURVEY CONTROL
 GZ0646
 GZ0646  NGVD 29 (??/??/92)  325.196  (m)         1066.91   (f) ADJ UNCH    2 0
 GZ0646
 GZ0646.Superseded values are not recommended for survey control.
 GZ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0646.See file dsdata.txt to determine how the superseded data were derived.
 GZ0646
 GZ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG442268(NAD 83)
 GZ0646_MARKER: DD = SURVEY DISK
 GZ0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0646_STAMPING: I-75 L-A99 1963
 GZ0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0646+STABILITY: SURFACE MOTION
 GZ0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0646+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 GZ0646
 GZ0646  HISTORY     - Date     Condition        Report By
 GZ0646  HISTORY     - 1963     MONUMENTED       PAS
 GZ0646  HISTORY     - 20050428 GOOD             KYTC
 GZ0646
 GZ0646                          STATION DESCRIPTION
 GZ0646
 GZ0646'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0646'3.5 MI SW FROM LIVINGSTON.
 GZ0646'ABOUT 4.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0646'OFFICE AT LIVINGSTON, THENCE ABOUT 1.85 MILES SOUTHWEST ALONG
 GZ0646'STATE HIGHWAY NO. 1329, THENCE ABOUT 1.1 MILES NORTHWEST ALONG
 GZ0646'DIRT ROAD TO A ROAD RIGHT, TURN SHARP RIGHT AND GO NORTHEAST ON
 GZ0646'DIRT ROAD FOR 0.15 MILE TO MARK ON LEFT.  IT IS 23 FEET NORTHWEST
 GZ0646'OF THE CENTER OF ROAD, 1.5 FEET EAST OF METAL WITNESS POST AND
 GZ0646'SIGN AND ABOUT 9 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT
 GZ0646'OF HIGHWAYS BENCH MARK DISK SET IN TOP OF CONCRETE PROJECTING
 GZ0646'2 INCHES AND STAMPED I-75 L-A99 1963.
 GZ0646
 GZ0646                          STATION RECOVERY (2005)
 GZ0646
 GZ0646'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0827 ***********************************************************************
 HZ0827  DESIGNATION -  I75 T 100
 HZ0827  PID         -  HZ0827
 HZ0827  STATE/COUNTY-  KY/GRANT
 HZ0827  USGS QUAD   -  MASON (1976)
 HZ0827
 HZ0827                         *CURRENT SURVEY CONTROL
 HZ0827  ___________________________________________________________________
 HZ0827* NAD 83(1993)-  38 33 19.42341(N)    084 35 55.92522(W)     ADJUSTED  
 HZ0827* NAVD 88     -       290.137  (meters)     951.89   (feet)  ADJUSTED  
 HZ0827  ___________________________________________________________________
 HZ0827  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 HZ0827  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ0827  DYNAMIC HT  -         289.936 (meters)     951.23  (feet)  COMP
 HZ0827  MODELED GRAV-     979,928.4   (mgal)                       NAVD 88
 HZ0827
 HZ0827  HORZ ORDER  -  SECOND
 HZ0827  VERT ORDER  -  SECOND    CLASS 0
 HZ0827
 HZ0827.The horizontal coordinates were established by classical geodetic methods
 HZ0827.and adjusted by the National Geodetic Survey in April 1998..
 HZ0827
 HZ0827.The orthometric height was determined by differential leveling
 HZ0827.and adjusted by the National Geodetic Survey in June 1991..
 HZ0827
 HZ0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0827
 HZ0827.The geoid height was determined by GEOID03.
 HZ0827
 HZ0827.The dynamic height is computed by dividing the NAVD 88
 HZ0827.geopotential number by the normal gravity value computed on the
 HZ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0827.degrees latitude (g = 980.6199 gals.).
 HZ0827
 HZ0827.The modeled gravity was interpolated from observed gravity values.
 HZ0827
 HZ0827;                    North         East     Units Scale Factor Converg.
 HZ0827;SPC KY1Z     - 1,247,235.491 1,600,334.418   MT  0.99997508   +0 42 24.3
 HZ0827;SPC KY1Z     - 4,091,971.77  5,250,430.50   sFT  0.99997508   +0 42 24.3
 HZ0827;SPC KY N     -   117,203.943   469,591.782   MT  0.99996326   -0 13 01.3
 HZ0827;SPC KY N     -   384,526.60  1,540,652.37   sFT  0.99996326   -0 13 01.3
 HZ0827;UTM  16      - 4,270,173.597   709,226.940   MT  1.00013912   +1 29 49.6
 HZ0827
 HZ0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0827!SPC KY1Z     -   0.99995980  x   0.99997508  =   0.99993488
 HZ0827!SPC KY N     -   0.99995980  x   0.99996326  =   0.99992306
 HZ0827!UTM  16      -   0.99995980  x   1.00013912  =   1.00009891
 HZ0827
 HZ0827:                Primary Azimuth Mark                     Grid Az
 HZ0827:SPC KY1Z     -  WILLIAMSTOWN SRR MICROWAVE TWR           017 37 19.5
 HZ0827:SPC KY N     -  WILLIAMSTOWN SRR MICROWAVE TWR           018 32 45.1
 HZ0827:UTM  16      -  WILLIAMSTOWN SRR MICROWAVE TWR           016 49 54.2
 HZ0827
 HZ0827|---------------------------------------------------------------------|
 HZ0827| PID    Reference Object                     Distance      Geod. Az  |
 HZ0827|                                                           dddmmss.s |
 HZ0827| HZ2516 WILLIAMSTOWN SRR MICROWAVE TWR      APPROX. 9.2 KM 0181943.8 |
 HZ0827| HZ0829 I75 T 100 AZ MK                                    0182244.0 |
 HZ0827| HZ2522 WILLIAMSTOWN MICROWAVE TWR          APPROX. 5.9 KM 0225831.9 |
 HZ0827| HZ2520 WILLIAMSTOWN ATT MICROWAVE TWR      APPROX. 9.4 KM 0245415.0 |
 HZ0827| HZ0828 I75 T 100 RM 1                       10.886 METERS 09310     |
 HZ0827| HZ0826 I75 T 100 RM 2                       11.166 METERS 27158     |
 HZ0827|---------------------------------------------------------------------|
 HZ0827
 HZ0827                          SUPERSEDED SURVEY CONTROL
 HZ0827
 HZ0827  NAD 83(1993)-  38 33 19.42353(N)    084 35 55.92535(W) AD(       ) 2
 HZ0827  NAD 83(1986)-  38 33 19.42725(N)    084 35 55.93486(W) AD(       ) 2
 HZ0827  NAD 27      -  38 33 19.17936(N)    084 35 56.13743(W) AD(       ) 2
 HZ0827  NGVD 29 (??/??/92)  290.307  (m)          952.45   (f) ADJ UNCH    2 0
 HZ0827
 HZ0827.Superseded values are not recommended for survey control.
 HZ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0827.See file dsdata.txt to determine how the superseded data were derived.
 HZ0827
 HZ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0922770174(NAD 83)
 HZ0827_MARKER: DB = BENCH MARK DISK
 HZ0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0827_STAMPING: I75-T100 1964
 HZ0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0827+STABILITY: SURFACE MOTION
 HZ0827
 HZ0827  HISTORY     - Date     Condition        Report By
 HZ0827  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0827  HISTORY     - 1965     GOOD             PAS
 HZ0827  HISTORY     - 19970605 GOOD             WOOLPT
 HZ0827
 HZ0827                          STATION DESCRIPTION
 HZ0827
 HZ0827'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0827'STATION IS LOCATED ABOUT 6 MILES SOUTH OF WILLIAMSTOWN AND ABOUT 5
 HZ0827'MILES NORTHWEST OF CORINTH.  IT IS ON A HIGH BANK NEAR THE MASON
 HZ0827'HOLBROOK ROAD OVERPASS.
 HZ0827'
 HZ0827'TO REACH THE STATION FROM THE I-75 AND STATE HIGHWAY 36 INTERCHANGE
 HZ0827'SOUTHWEST OF WILLIAMSTOWN, GO SOUTH ON I-75 FOR 4.6 MILES TO AZIMUTH
 HZ0827'MARK ON RIGHT.  CONTINUE SOUTH FOR 0.7 MILE TO OVERPASS AND STATION
 HZ0827'ON HIGH BANK WEST OF INTERSTATE R/W FENCE.
 HZ0827'
 HZ0827'STATION MARK IS APPROXIMATELY 185 FEET NORTHWEST OF THE WEST END OF
 HZ0827'BRIDGE OVER WEST LANE OF I-75, 138 FEET WEST OF THE WEST R/W FENCE
 HZ0827'OF I-75, 55 FEET NORTH OF THE CENTER OF MASON HOLBROOK ROAD, 2 FEET
 HZ0827'SOUTHEAST OF METAL WITNESS POST AND SIGN, 2 FEET SOUTH OF WIRE FENCE
 HZ0827'AND ABOUT 20 FEET HIGHER THAN THE MASON-HOLBROOK ROAD.  THE MARK
 HZ0827'PROJECTS 1 INCH AND IS STAMPED I75-T100 1964.
 HZ0827'
 HZ0827'REFERENCE MARK NO.1 IS EAST OF STATION, 103 FEET WEST OF THE WEST R/W
 HZ0827'FENCE OF I-75, 62 FEET NORTH OF THE CENTER OF MASON-HOLBROOK ROAD
 HZ0827'AND 1 FOOT SOUTH OF WIRE FENCE.  THE MARK PROJECTS 1 INCH AND THE
 HZ0827'DISK IS STAMPED I75-T100 NO.1 1964.
 HZ0827'
 HZ0827'REFERENCE MARK NO.2 IS WEST OF STATION, ABOUT 175 FEET WEST OF THE
 HZ0827'WEST R/W FENCE OF I-75, 51 FEET NORTH OF THE CENTER OF MASON HOLBROOK
 HZ0827'ROAD AND 1 FOOT SOUTH OF WIRE FENCE.  THE MARK PROJECTS 1 INCH AND
 HZ0827'THE DISK IS STAMPED I75-T100 NO.2 1964.
 HZ0827'
 HZ0827'AZIMUTH MARK IS ABOUT 0.7 MILE NORTH OF STATION, 35.5 FEET WEST OF
 HZ0827'THE CENTERLINE OF WEST LANE OF I-75, 14 FEET WEST OF THE NORTH END OF
 HZ0827'METAL GUARD RAIL AND ABOUT 3 FEET LOWER THAN WEST LANE.  A KENTUCKY
 HZ0827'DEPARTMENT OF HIGHWAY AZIMUTH MARK DISK SET IN DRILL HOLE IN THE
 HZ0827'TOP OF THE NORTHWEST END OF CONCRETE CATCH BASIN AND STAMPED
 HZ0827'I75-T100 1964.
 HZ0827'
 HZ0827'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 HZ0827'HIGHWAYS SURVEY DISKS SET IN CONCRETE.
 HZ0827'
 HZ0827'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
 HZ0827
 HZ0827                          STATION RECOVERY (1965)
 HZ0827
 HZ0827'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0827'6 MI S FROM WILLIAMSTOWN.
 HZ0827'ABOUT 5.3 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0827'AND STATE HIGHWAY 36 INTERCHANGE, WHICH IS SOUTHWEST OF
 HZ0827'WILLIAMSTOWN, APPROXIMATELY 185 FEET NORTHWEST OF THE WEST END
 HZ0827'OF BRIDGE OVER WEST LANE OF I-75, 138 FEET WEST OF THE WEST R/W
 HZ0827'FENCE OF I-75, 55 FEET NORTH OF THE CENTER OF MASON-HOLBROOK
 HZ0827'ROAD, 2 FEET SOUTH OF WIRE FENCE, 2 FEET SOUTHEAST OF METAL
 HZ0827'WITNESS POST AND SIGN AND ABOUT 20 FEET HIGHER THAN THE
 HZ0827'MASON-HOLBROOK ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 HZ0827'DISK SET IN CONCRETE PROJECTING 1 INCH AND STAMPED I75-T100 1964.
 HZ0827
 HZ0827                          STATION RECOVERY (1997)
 HZ0827
 HZ0827'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997
 HZ0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0829 ***********************************************************************
 HZ0829  DESIGNATION -  I75 T 100 AZ MK
 HZ0829  PID         -  HZ0829
 HZ0829  STATE/COUNTY-  KY/GRANT
 HZ0829  USGS QUAD   -  MASON (1976)
 HZ0829
 HZ0829                         *CURRENT SURVEY CONTROL
 HZ0829  ___________________________________________________________________
 HZ0829* NAD 83(1986)-  38 33 55.     (N)    084 35 41.     (W)     SCALED    
 HZ0829* NAVD 88     -       261.389  (meters)     857.57   (feet)  ADJUSTED  
 HZ0829  ___________________________________________________________________
 HZ0829  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0829  DYNAMIC HT  -         261.208 (meters)     856.98  (feet)  COMP
 HZ0829  MODELED GRAV-     979,929.6   (mgal)                       NAVD 88
 HZ0829
 HZ0829  VERT ORDER  -  SECOND    CLASS 0
 HZ0829
 HZ0829.The horizontal coordinates were scaled from a topographic map and have
 HZ0829.an estimated accuracy of +/- 6 seconds.
 HZ0829
 HZ0829.The orthometric height was determined by differential leveling
 HZ0829.and adjusted by the National Geodetic Survey in June 1991..
 HZ0829
 HZ0829.The geoid height was determined by GEOID03.
 HZ0829
 HZ0829.The dynamic height is computed by dividing the NAVD 88
 HZ0829.geopotential number by the normal gravity value computed on the
 HZ0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0829.degrees latitude (g = 980.6199 gals.).
 HZ0829
 HZ0829.The modeled gravity was interpolated from observed gravity values.
 HZ0829
 HZ0829;                    North         East    Units  Estimated Accuracy
 HZ0829;SPC KY1Z     - 1,248,340.    1,600,680.      MT  (+/- 180 meters Scaled)
 HZ0829
 HZ0829                          SUPERSEDED SURVEY CONTROL
 HZ0829
 HZ0829  NGVD 29 (??/??/92)  261.557  (m)          858.12   (f) ADJ UNCH    2 0
 HZ0829
 HZ0829.Superseded values are not recommended for survey control.
 HZ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0829.See file dsdata.txt to determine how the superseded data were derived.
 HZ0829
 HZ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH095712(NAD 83)
 HZ0829_MARKER: DZ = AZIMUTH MARK DISK
 HZ0829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0829_SP_SET: CATCH BASIN
 HZ0829_STAMPING: I75-T100 1964
 HZ0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0829
 HZ0829  HISTORY     - Date     Condition        Report By
 HZ0829  HISTORY     - 1964     MONUMENTED       PAS
 HZ0829  HISTORY     - 1965     GOOD             PAS
 HZ0829
 HZ0829                          STATION DESCRIPTION
 HZ0829
 HZ0829'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0829'5 MI S FROM WILLIAMSTOWN.
 HZ0829'ABOUT 4.6 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0829'AND STATE HIGHWAY 36 INTERCHANGE, WHICH IS SOUTHWEST OF WILLIAMSTOWN,
 HZ0829'35.5 FEET WEST OF THE CENTERLINE OF WEST LANE OF I-75, 14 FEET
 HZ0829'WEST OF THE NORTH END OF METAL GUARD RAIL AND ABOUT 3 FEET LOWER
 HZ0829'THAN WEST LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK
 HZ0829'DISK SET IN DRILL HOLE IN THE TOP OF THE NORTHWEST END OF CONCRETE
 HZ0829'CATCH BASIN AND STAMPED I75-T100 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0828 ***********************************************************************
 HZ0828  DESIGNATION -  I75 T 100 RM 1
 HZ0828  PID         -  HZ0828
 HZ0828  STATE/COUNTY-  KY/GRANT
 HZ0828  USGS QUAD   -  MASON (1976)
 HZ0828
 HZ0828                         *CURRENT SURVEY CONTROL
 HZ0828  ___________________________________________________________________
 HZ0828* NAD 83(1986)-  38 33 20.     (N)    084 35 55.     (W)     SCALED    
 HZ0828* NAVD 88     -       289.838  (meters)     950.91   (feet)  ADJUSTED  
 HZ0828  ___________________________________________________________________
 HZ0828  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0828  DYNAMIC HT  -         289.637 (meters)     950.25  (feet)  COMP
 HZ0828  MODELED GRAV-     979,928.4   (mgal)                       NAVD 88
 HZ0828
 HZ0828  VERT ORDER  -  SECOND    CLASS 0
 HZ0828
 HZ0828.The horizontal coordinates were scaled from a topographic map and have
 HZ0828.an estimated accuracy of +/- 6 seconds.
 HZ0828
 HZ0828.The orthometric height was determined by differential leveling
 HZ0828.and adjusted by the National Geodetic Survey in June 1991..
 HZ0828
 HZ0828.The geoid height was determined by GEOID03.
 HZ0828
 HZ0828.The dynamic height is computed by dividing the NAVD 88
 HZ0828.geopotential number by the normal gravity value computed on the
 HZ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0828.degrees latitude (g = 980.6199 gals.).
 HZ0828
 HZ0828.The modeled gravity was interpolated from observed gravity values.
 HZ0828
 HZ0828;                    North         East    Units  Estimated Accuracy
 HZ0828;SPC KY1Z     - 1,247,250.    1,600,360.      MT  (+/- 180 meters Scaled)
 HZ0828
 HZ0828                          SUPERSEDED SURVEY CONTROL
 HZ0828
 HZ0828  NGVD 29 (??/??/92)  290.007  (m)          951.46   (f) ADJ UNCH    2 0
 HZ0828
 HZ0828.Superseded values are not recommended for survey control.
 HZ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0828.See file dsdata.txt to determine how the superseded data were derived.
 HZ0828
 HZ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH092701(NAD 83)
 HZ0828_MARKER: DR = REFERENCE MARK DISK
 HZ0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0828_STAMPING: I75-T100 RM 1 1964
 HZ0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0828+STABILITY: SURFACE MOTION
 HZ0828
 HZ0828  HISTORY     - Date     Condition        Report By
 HZ0828  HISTORY     - 1964     MONUMENTED       PAS
 HZ0828  HISTORY     - 1965     GOOD             PAS
 HZ0828
 HZ0828                          STATION DESCRIPTION
 HZ0828
 HZ0828'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0828'6 MI S FROM WILLIAMSTOWN.
 HZ0828'ABOUT 5.3 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0828'AND STATE HIGHWAY 36 INTERCHANGE, WHICH IS SOUTHWEST OF
 HZ0828'WILLIAMSTOWN, 103 FEET WEST OF THE WEST R/W FENCE OF I-75, 62
 HZ0828'FEET NORTH OF THE CENTER OF MASON-HOLBROOK ROAD AND 1 FOOT
 HZ0828'SOUTH OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0828'REFERENCE MARK DISK SET IN CONCRETE PROJECTING 1 INCH AND
 HZ0828'STAMPED I75-T100 R.M. 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0826 ***********************************************************************
 HZ0826  DESIGNATION -  I75 T 100 RM 2
 HZ0826  PID         -  HZ0826
 HZ0826  STATE/COUNTY-  KY/GRANT
 HZ0826  USGS QUAD   -  MASON (1976)
 HZ0826
 HZ0826                         *CURRENT SURVEY CONTROL
 HZ0826  ___________________________________________________________________
 HZ0826* NAD 83(1986)-  38 33 20.     (N)    084 35 55.     (W)     SCALED    
 HZ0826* NAVD 88     -       289.539  (meters)     949.93   (feet)  ADJUSTED  
 HZ0826  ___________________________________________________________________
 HZ0826  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0826  DYNAMIC HT  -         289.339 (meters)     949.27  (feet)  COMP
 HZ0826  MODELED GRAV-     979,928.4   (mgal)                       NAVD 88
 HZ0826
 HZ0826  VERT ORDER  -  SECOND    CLASS 0
 HZ0826
 HZ0826.The horizontal coordinates were scaled from a topographic map and have
 HZ0826.an estimated accuracy of +/- 6 seconds.
 HZ0826
 HZ0826.The orthometric height was determined by differential leveling
 HZ0826.and adjusted by the National Geodetic Survey in June 1991..
 HZ0826
 HZ0826.The geoid height was determined by GEOID03.
 HZ0826
 HZ0826.The dynamic height is computed by dividing the NAVD 88
 HZ0826.geopotential number by the normal gravity value computed on the
 HZ0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0826.degrees latitude (g = 980.6199 gals.).
 HZ0826
 HZ0826.The modeled gravity was interpolated from observed gravity values.
 HZ0826
 HZ0826;                    North         East    Units  Estimated Accuracy
 HZ0826;SPC KY1Z     - 1,247,250.    1,600,360.      MT  (+/- 180 meters Scaled)
 HZ0826
 HZ0826                          SUPERSEDED SURVEY CONTROL
 HZ0826
 HZ0826  NGVD 29 (??/??/92)  289.709  (m)          950.49   (f) ADJ UNCH    2 0
 HZ0826
 HZ0826.Superseded values are not recommended for survey control.
 HZ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0826.See file dsdata.txt to determine how the superseded data were derived.
 HZ0826
 HZ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH092701(NAD 83)
 HZ0826_MARKER: DR = REFERENCE MARK DISK
 HZ0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0826_STAMPING: I75-T100 RM 2 1964
 HZ0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0826+STABILITY: SURFACE MOTION
 HZ0826
 HZ0826  HISTORY     - Date     Condition        Report By
 HZ0826  HISTORY     - 1964     MONUMENTED       PAS
 HZ0826  HISTORY     - 1965     GOOD             PAS
 HZ0826
 HZ0826                          STATION DESCRIPTION
 HZ0826
 HZ0826'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0826'6 MI S FROM WILLIAMSTOWN.
 HZ0826'ABOUT 5.3 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0826'AND STATE HIGHWAY 36 INTERCHANGE, WHICH IS SOUTHWEST OF
 HZ0826'WILLIAMSTOWN, ABOUT 175 FEET WEST OF THE WEST R/W FENCE OF I-75,
 HZ0826'51 FEET NORTH OF THE CENTER OF MASON-HOLBROOK ROAD AND 1 FOOT
 HZ0826'SOUTH OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0826'REFERENCE MARK DISK SET IN CONCRETE PROJECTING 1 INCH AND
 HZ0826'STAMPED I75-T100 R.M. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0832 ***********************************************************************
 HZ0832  DESIGNATION -  I75 T 101
 HZ0832  PID         -  HZ0832
 HZ0832  STATE/COUNTY-  KY/GRANT
 HZ0832  USGS QUAD   -  MASON (1976)
 HZ0832
 HZ0832                         *CURRENT SURVEY CONTROL
 HZ0832  ___________________________________________________________________
 HZ0832* NAD 83(1993)-  38 36 32.54093(N)    084 34 38.31043(W)     ADJUSTED  
 HZ0832* NAVD 88     -       295.192  (meters)     968.48   (feet)  ADJUSTED  
 HZ0832  ___________________________________________________________________
 HZ0832  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 HZ0832  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ0832  DYNAMIC HT  -         294.989 (meters)     967.81  (feet)  COMP
 HZ0832  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 HZ0832
 HZ0832  HORZ ORDER  -  SECOND
 HZ0832  VERT ORDER  -  SECOND    CLASS 0
 HZ0832
 HZ0832.The horizontal coordinates were established by classical geodetic methods
 HZ0832.and adjusted by the National Geodetic Survey in April 1998..
 HZ0832
 HZ0832.The orthometric height was determined by differential leveling
 HZ0832.and adjusted by the National Geodetic Survey in June 1991..
 HZ0832
 HZ0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0832
 HZ0832.The geoid height was determined by GEOID03.
 HZ0832
 HZ0832.The dynamic height is computed by dividing the NAVD 88
 HZ0832.geopotential number by the normal gravity value computed on the
 HZ0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0832.degrees latitude (g = 980.6199 gals.).
 HZ0832
 HZ0832.The modeled gravity was interpolated from observed gravity values.
 HZ0832
 HZ0832;                    North         East     Units Scale Factor Converg.
 HZ0832;SPC KY1Z     - 1,253,213.164 1,602,138.667   MT  0.99998662   +0 43 12.0
 HZ0832;SPC KY1Z     - 4,111,583.52  5,256,349.94   sFT  0.99998662   +0 43 12.0
 HZ0832;SPC KY N     -   123,151.654   471,492.128   MT  0.99996513   -0 12 13.0
 HZ0832;SPC KY N     -   404,040.05  1,546,887.09   sFT  0.99996513   -0 12 13.0
 HZ0832;UTM  16      - 4,276,176.595   710,948.739   MT  1.00014802   +1 30 44.4
 HZ0832
 HZ0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0832!SPC KY1Z     -   0.99995901  x   0.99998662  =   0.99994563
 HZ0832!SPC KY N     -   0.99995901  x   0.99996513  =   0.99992414
 HZ0832!UTM  16      -   0.99995901  x   1.00014802  =   1.00010702
 HZ0832
 HZ0832:                Primary Azimuth Mark                     Grid Az
 HZ0832:SPC KY1Z     -  WILLIAMSTOWN SRR MICROWAVE TWR           019 21 30.2
 HZ0832:SPC KY N     -  WILLIAMSTOWN SRR MICROWAVE TWR           020 16 55.2
 HZ0832:UTM  16      -  WILLIAMSTOWN SRR MICROWAVE TWR           018 33 57.8
 HZ0832
 HZ0832|---------------------------------------------------------------------|
 HZ0832| PID    Reference Object                     Distance      Geod. Az  |
 HZ0832|                                                           dddmmss.s |
 HZ0832| HZ2516 WILLIAMSTOWN SRR MICROWAVE TWR      APPROX. 3.0 KM 0200442.2 |
 HZ0832| HZ0834 I75 T 101 AZ MK                                    0210630.7 |
 HZ0832| HZ2521 WILLIAMSTOWN MUNICIPAL TANK         APPROX. 3.4 KM 0295311.7 |
 HZ0832| HZ2520 WILLIAMSTOWN ATT MICROWAVE TWR      APPROX. 3.3 KM 0390221.7 |
 HZ0832| HZ0833 I75 T 101 RM 1                        8.050 METERS 11015     |
 HZ0832| HZ2522 WILLIAMSTOWN MICROWAVE TWR          APPROX. 0.7 KM 1384618.5 |
 HZ0832| HZ0831 I75 T 101 RM 2                       13.610 METERS 20009     |
 HZ0832|---------------------------------------------------------------------|
 HZ0832
 HZ0832                          SUPERSEDED SURVEY CONTROL
 HZ0832
 HZ0832  NAD 83(1993)-  38 36 32.54119(N)    084 34 38.31059(W) AD(       ) 2
 HZ0832  NAD 83(1986)-  38 36 32.54403(N)    084 34 38.32043(W) AD(       ) 2
 HZ0832  NAD 27      -  38 36 32.29493(N)    084 34 38.52554(W) AD(       ) 2
 HZ0832  NGVD 29 (??/??/92)  295.364  (m)          969.04   (f) ADJ UNCH    2 0
 HZ0832
 HZ0832.Superseded values are not recommended for survey control.
 HZ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0832.See file dsdata.txt to determine how the superseded data were derived.
 HZ0832
 HZ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1094976177(NAD 83)
 HZ0832_MARKER: DD = SURVEY DISK
 HZ0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0832_STAMPING: I75-T101 1964
 HZ0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0832+STABILITY: SURFACE MOTION
 HZ0832
 HZ0832  HISTORY     - Date     Condition        Report By
 HZ0832  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0832  HISTORY     - 1965     GOOD             PAS
 HZ0832  HISTORY     - 19970605 GOOD             WOOLPT
 HZ0832
 HZ0832                          STATION DESCRIPTION
 HZ0832
 HZ0832'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0832'STATION LOCATED ABOUT 2 MILES SOUTHWEST OF WILLIAMSTOWN NEAR THE WEST
 HZ0832'R/W FENCE OF I-75 AND JUST NORTHEAST ON AN OVERPASS.
 HZ0832'
 HZ0832'TO REACH THE STATION FROM THE I-75 AND STATE HIGHWAY 36 INTERCHANGE
 HZ0832'SOUTHWEST OF WILLIAMSTOWN, GO SOUTH ON I-75 FOR 0.6 MILE TO AZIMUTH
 HZ0832'MARK ON RIGHT.  CONTINUE AHEAD FOR 0.7 MILE TO STATION ON RIGHT AT
 HZ0832'THE TOP OF A HIGH CUT BANK NEAR OVERPASS.
 HZ0832'
 HZ0832'STATION MARK IS ABOUT 170 FEET NORTHEAST OF THE CENTER OF A GRAVEL
 HZ0832'ROAD, ABOUT 121 FEET WEST OF THE CENTERLINE OF WEST LANE OF I-75, 48
 HZ0832'FEET NORTHEAST OF TELEPHONE POLE AT FENCE CORNER, 1.5 FEET EAST OF
 HZ0832'WEST R/W FENCE, 1.5 FEET NORTHEAST OF METAL WITNESS POST AND SIGN,
 HZ0832'AND ABOUT 40 FEET HIGHER THAN WEST LANE.  THE MARK IS FLUSH AND THE
 HZ0832'DISK IS STAMPED I75-T101 1964.
 HZ0832'
 HZ0832'REFERENCE MARK NO.1 IS EAST SOUTHEAST OF STATION, ABOUT 170 FEET
 HZ0832'NORTHEAST OF THE CENTER OF GRAVEL ROAD, ABOUT 94 FEET WEST OF THE
 HZ0832'CENTERLINE OF WEST LANE, AND 27 FEET EAST OF THE WEST R/W FENCE.  THE
 HZ0832'MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-101 NO.1 1964.
 HZ0832'
 HZ0832'REFERENCE MARK NO.2 IS SOUTH SOUTHWEST OF STATION, ABOUT 124 FEET
 HZ0832'NORTHEAST OF THE CENTER OF GRAVEL ROAD, ABOUT 121 FEET WEST OF THE
 HZ0832'CENTERLINE OF WEST LANE, 66 FEET NORTH OF FENCE CORNER, 6 FEET EAST
 HZ0832'OF TELEPHONE POLE AT FENCE CORNER AND 1.5 FEET EAST OF THE WEST R/W
 HZ0832'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-101 NO.2
 HZ0832'1964.
 HZ0832'
 HZ0832'AZIMUTH MARK IS ABOUT 0.7 MILE NORTHEAST OF STATION, ABOUT 173 FEET
 HZ0832'SOUTH SOUTHWEST OF FENCE CORNER, ABOUT 107 FEET NORTHWEST OF THE
 HZ0832'CENTER OF WEST LANE 1.5 FEET NORTHEAST OF METAL WITNESS POST AND
 HZ0832'SIGN, 1 FOOT EAST OF THE WEST R/W FENCE AND ABOUT 25 FEET HIGHER THAN
 HZ0832'WEST LANE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-101
 HZ0832'1964.
 HZ0832'
 HZ0832'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARK ARE KENTUCKY
 HZ0832'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HZ0832'
 HZ0832'HEIGHT OF LIGHT ABOVE STATION MARK 1.65 METERS.
 HZ0832
 HZ0832                          STATION RECOVERY (1965)
 HZ0832
 HZ0832'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0832'2 MI SW FROM WILLIAMSTOWN.
 HZ0832'ABOUT 1.3 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0832'AND STATE HIGHWAY 36 INTERCHANGE, WHICH IS SOUTHWEST OF
 HZ0832'WILLIAMSTOWN, ABOUT 170 FEET NORTHEAST OF THE CENTER OF A GRAVEL
 HZ0832'ROAD, ABOUT 121 FEET WEST OF THE CENTERLINE OF WEST LANE OF
 HZ0832'I-75, 48 FEET NORTHEAST OF TELEPHONE POLE AT FENCE CORNER, 1.5
 HZ0832'FEET EAST OF WEST R/W FENCE, 1.5 FEET NORTHEAST OF METAL
 HZ0832'WITNESS POST AND SIGN AND ABOUT 40 FEET HIGHER THAN WEST LANE.
 HZ0832'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN CONCRETE
 HZ0832'AND STAMPED I75-T101 1964.
 HZ0832
 HZ0832                          STATION RECOVERY (1997)
 HZ0832
 HZ0832'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997
 HZ0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0834 ***********************************************************************
 HZ0834  DESIGNATION -  I75 T 101 AZ MK
 HZ0834  PID         -  HZ0834
 HZ0834  STATE/COUNTY-  KY/GRANT
 HZ0834  USGS QUAD   -  MASON (1976)
 HZ0834
 HZ0834                         *CURRENT SURVEY CONTROL
 HZ0834  ___________________________________________________________________
 HZ0834* NAD 83(1986)-  38 37 05.     (N)    084 34 23.     (W)     SCALED    
 HZ0834* NAVD 88     -       291.899  (meters)     957.67   (feet)  ADJUSTED  
 HZ0834  ___________________________________________________________________
 HZ0834  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ0834  DYNAMIC HT  -         291.699 (meters)     957.02  (feet)  COMP
 HZ0834  MODELED GRAV-     979,935.8   (mgal)                       NAVD 88
 HZ0834
 HZ0834  VERT ORDER  -  SECOND    CLASS 0
 HZ0834
 HZ0834.The horizontal coordinates were scaled from a topographic map and have
 HZ0834.an estimated accuracy of +/- 6 seconds.
 HZ0834
 HZ0834.The orthometric height was determined by differential leveling
 HZ0834.and adjusted by the National Geodetic Survey in June 1991..
 HZ0834
 HZ0834.The geoid height was determined by GEOID03.
 HZ0834
 HZ0834.The dynamic height is computed by dividing the NAVD 88
 HZ0834.geopotential number by the normal gravity value computed on the
 HZ0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0834.degrees latitude (g = 980.6199 gals.).
 HZ0834
 HZ0834.The modeled gravity was interpolated from observed gravity values.
 HZ0834
 HZ0834;                    North         East    Units  Estimated Accuracy
 HZ0834;SPC KY1Z     - 1,254,220.    1,602,500.      MT  (+/- 180 meters Scaled)
 HZ0834
 HZ0834                          SUPERSEDED SURVEY CONTROL
 HZ0834
 HZ0834  NGVD 29 (??/??/92)  292.072  (m)          958.24   (f) ADJ UNCH    2 0
 HZ0834
 HZ0834.Superseded values are not recommended for survey control.
 HZ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0834.See file dsdata.txt to determine how the superseded data were derived.
 HZ0834
 HZ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH112771(NAD 83)
 HZ0834_MARKER: DZ = AZIMUTH MARK DISK
 HZ0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0834_STAMPING: I75-T101 1964
 HZ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0834+STABILITY: SURFACE MOTION
 HZ0834
 HZ0834  HISTORY     - Date     Condition        Report By
 HZ0834  HISTORY     - 1964     MONUMENTED       PAS
 HZ0834  HISTORY     - 1965     GOOD             PAS
 HZ0834
 HZ0834                          STATION DESCRIPTION
 HZ0834
 HZ0834'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0834'1.5 MI SW FROM WILLIAMSTOWN.
 HZ0834'ABOUT 0.6 MILE SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0834'AND STATE HIGHWAY 36 INTERCHANGE, WHICH IS SOUTHWEST OF
 HZ0834'WILLIAMSTOWN, ABOUT 173 FEET SOUTHWEST OF FENCE CORNER, ABOUT
 HZ0834'107 FEET NORTHWEST OF THE CENTER OF WEST LAND, 1 FOOT EAST OF
 HZ0834'THE WEST R/W FENCE AND 1.5 FEET NORTHEAST OF METAL WITNESS POST
 HZ0834'AND SIGN AND ABOUT 25 FEET HIGHER THAN WEST LANE.  A KENTUCKY
 HZ0834'DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN CONCRETE FLUSH
 HZ0834'WITH GROUND AND STAMPED I75-T101 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0833 ***********************************************************************
 HZ0833  DESIGNATION -  I75 T 101 RM 1
 HZ0833  PID         -  HZ0833
 HZ0833  STATE/COUNTY-  KY/GRANT
 HZ0833  USGS QUAD   -  MASON (1976)
 HZ0833
 HZ0833                         *CURRENT SURVEY CONTROL
 HZ0833  ___________________________________________________________________
 HZ0833* NAD 83(1986)-  38 36 32.     (N)    084 34 38.     (W)     SCALED    
 HZ0833* NAVD 88     -       294.991  (meters)     967.82   (feet)  ADJUSTED  
 HZ0833  ___________________________________________________________________
 HZ0833  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ0833  DYNAMIC HT  -         294.789 (meters)     967.15  (feet)  COMP
 HZ0833  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 HZ0833
 HZ0833  VERT ORDER  -  SECOND    CLASS 0
 HZ0833
 HZ0833.The horizontal coordinates were scaled from a topographic map and have
 HZ0833.an estimated accuracy of +/- 6 seconds.
 HZ0833
 HZ0833.The orthometric height was determined by differential leveling
 HZ0833.and adjusted by the National Geodetic Survey in June 1991..
 HZ0833
 HZ0833.The geoid height was determined by GEOID03.
 HZ0833
 HZ0833.The dynamic height is computed by dividing the NAVD 88
 HZ0833.geopotential number by the normal gravity value computed on the
 HZ0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0833.degrees latitude (g = 980.6199 gals.).
 HZ0833
 HZ0833.The modeled gravity was interpolated from observed gravity values.
 HZ0833
 HZ0833;                    North         East    Units  Estimated Accuracy
 HZ0833;SPC KY1Z     - 1,253,200.    1,602,150.      MT  (+/- 180 meters Scaled)
 HZ0833
 HZ0833                          SUPERSEDED SURVEY CONTROL
 HZ0833
 HZ0833  NGVD 29 (??/??/92)  295.163  (m)          968.38   (f) ADJ UNCH    2 0
 HZ0833
 HZ0833.Superseded values are not recommended for survey control.
 HZ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0833.See file dsdata.txt to determine how the superseded data were derived.
 HZ0833
 HZ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH109761(NAD 83)
 HZ0833_MARKER: DR = REFERENCE MARK DISK
 HZ0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0833_STAMPING: I75-T101 RM 1 1964
 HZ0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0833+STABILITY: SURFACE MOTION
 HZ0833
 HZ0833  HISTORY     - Date     Condition        Report By
 HZ0833  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0833  HISTORY     - 1965     GOOD             PAS
 HZ0833
 HZ0833                          STATION DESCRIPTION
 HZ0833
 HZ0833'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0833'2 MI SW FROM WILLIAMSTOWN.
 HZ0833'ABOUT 1.3 MILES SOUTHEAST ALONG INTERSTATE ROUTE 75 FROM THE
 HZ0833'I-75 AND STATE HIGHWAY 36 INTERCHANGE, WHICH IS SOUTHWEST OF
 HZ0833'WILLIAMSTOWN, ABOUT 170 FEET NORTHEAST OF THE CENTER OF GRAVEL
 HZ0833'ROAD, ABOUT 94 FEET WEST OF THE CENTERLINE OF WEST LAND AND
 HZ0833'27 FEET EAST OF THE WEST R/W FENCE.  A KENTUCKY DEPARTMENT OF
 HZ0833'HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE FLUSH WITH GROUND
 HZ0833'AND STAMPED I75-T101 R.M. 1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0831 ***********************************************************************
 HZ0831  DESIGNATION -  I75 T 101 RM 2
 HZ0831  PID         -  HZ0831
 HZ0831  STATE/COUNTY-  KY/GRANT
 HZ0831  USGS QUAD   -  MASON (1976)
 HZ0831
 HZ0831                         *CURRENT SURVEY CONTROL
 HZ0831  ___________________________________________________________________
 HZ0831* NAD 83(1986)-  38 36 32.     (N)    084 34 38.     (W)     SCALED    
 HZ0831* NAVD 88     -       295.161  (meters)     968.37   (feet)  ADJUSTED  
 HZ0831  ___________________________________________________________________
 HZ0831  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ0831  DYNAMIC HT  -         294.959 (meters)     967.71  (feet)  COMP
 HZ0831  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 HZ0831
 HZ0831  VERT ORDER  -  SECOND    CLASS 0
 HZ0831
 HZ0831.The horizontal coordinates were scaled from a topographic map and have
 HZ0831.an estimated accuracy of +/- 6 seconds.
 HZ0831
 HZ0831.The orthometric height was determined by differential leveling
 HZ0831.and adjusted by the National Geodetic Survey in June 1991..
 HZ0831
 HZ0831.The geoid height was determined by GEOID03.
 HZ0831
 HZ0831.The dynamic height is computed by dividing the NAVD 88
 HZ0831.geopotential number by the normal gravity value computed on the
 HZ0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0831.degrees latitude (g = 980.6199 gals.).
 HZ0831
 HZ0831.The modeled gravity was interpolated from observed gravity values.
 HZ0831
 HZ0831;                    North         East    Units  Estimated Accuracy
 HZ0831;SPC KY1Z     - 1,253,200.    1,602,150.      MT  (+/- 180 meters Scaled)
 HZ0831
 HZ0831                          SUPERSEDED SURVEY CONTROL
 HZ0831
 HZ0831  NGVD 29 (??/??/92)  295.333  (m)          968.94   (f) ADJ UNCH    2 0
 HZ0831
 HZ0831.Superseded values are not recommended for survey control.
 HZ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0831.See file dsdata.txt to determine how the superseded data were derived.
 HZ0831
 HZ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH109761(NAD 83)
 HZ0831_MARKER: DR = REFERENCE MARK DISK
 HZ0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0831_STAMPING: I75-T101 RM 2 1964
 HZ0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0831+STABILITY: SURFACE MOTION
 HZ0831
 HZ0831  HISTORY     - Date     Condition        Report By
 HZ0831  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0831  HISTORY     - 1965     GOOD             PAS
 HZ0831
 HZ0831                          STATION DESCRIPTION
 HZ0831
 HZ0831'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0831'2 MI SW FROM WILLIAMSTOWN.
 HZ0831'ABOUT 1.3 MILES SOUTHEAST ALONG INTERSTATE ROUTE 75 FROM THE
 HZ0831'I-75 AND STATE HIGHWAY 36 INTERCHANGE, WHICH IS SOUTHWEST OF
 HZ0831'WILLIAMSTOWN, ABOUT 124 FEET NORTHEAST OF THE CENTER OF GRAVEL
 HZ0831'ROAD, ABOUT 121 FEET WEST OF THE CENTERLINE OF WEST LANE, 66
 HZ0831'FEET NORTH OF FENCE CORNER, 6 FEET EAST OF TELEPHONE POLE AT
 HZ0831'FENCE CORNER AND 1.5 FEET EAST OF WEST R/W FENCE.  A KENTUCKY
 HZ0831'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE
 HZ0831'FLUSH WITH GROUND AND STAMPED I75-T101 R.M. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0836 ***********************************************************************
 HZ0836  DESIGNATION -  I75 T 102
 HZ0836  PID         -  HZ0836
 HZ0836  STATE/COUNTY-  KY/GRANT
 HZ0836  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0836
 HZ0836                         *CURRENT SURVEY CONTROL
 HZ0836  ___________________________________________________________________
 HZ0836* NAD 83(1993)-  38 37 51.69812(N)    084 34 33.33648(W)     ADJUSTED  
 HZ0836* NAVD 88     -       292.152  (meters)     958.50   (feet)  ADJUSTED  
 HZ0836  ___________________________________________________________________
 HZ0836  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 HZ0836  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HZ0836  DYNAMIC HT  -         291.952 (meters)     957.85  (feet)  COMP
 HZ0836  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 HZ0836
 HZ0836  HORZ ORDER  -  SECOND
 HZ0836  VERT ORDER  -  FIRST     CLASS II
 HZ0836
 HZ0836.The horizontal coordinates were established by classical geodetic methods
 HZ0836.and adjusted by the National Geodetic Survey in April 1998..
 HZ0836
 HZ0836.The orthometric height was determined by differential leveling
 HZ0836.and adjusted by the National Geodetic Survey in June 1991..
 HZ0836.WARNING-Repeat measurements at this control monument indicate possible
 HZ0836.vertical movement.
 HZ0836
 HZ0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0836
 HZ0836.The geoid height was determined by GEOID03.
 HZ0836
 HZ0836.The dynamic height is computed by dividing the NAVD 88
 HZ0836.geopotential number by the normal gravity value computed on the
 HZ0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0836.degrees latitude (g = 980.6199 gals.).
 HZ0836
 HZ0836.The modeled gravity was interpolated from observed gravity values.
 HZ0836
 HZ0836;                    North         East     Units Scale Factor Converg.
 HZ0836;SPC KY1Z     - 1,255,655.318 1,602,228.292   MT  0.99999160   +0 43 15.0
 HZ0836;SPC KY1Z     - 4,119,595.82  5,256,643.99   sFT  0.99999160   +0 43 15.0
 HZ0836;SPC KY N     -   125,591.990   471,621.104   MT  0.99996615   -0 12 09.9
 HZ0836;SPC KY N     -   412,046.39  1,547,310.24   sFT  0.99996615   -0 12 09.9
 HZ0836;UTM  16      - 4,278,620.145   711,004.578   MT  1.00014831   +1 30 50.1
 HZ0836
 HZ0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0836!SPC KY1Z     -   0.99995948  x   0.99999160  =   0.99995108
 HZ0836!SPC KY N     -   0.99995948  x   0.99996615  =   0.99992563
 HZ0836!UTM  16      -   0.99995948  x   1.00014831  =   1.00010778
 HZ0836
 HZ0836|---------------------------------------------------------------------|
 HZ0836| PID    Reference Object                     Distance      Geod. Az  |
 HZ0836|                                                           dddmmss.s |
 HZ0836| HZ0837 I75 T 102 RM 1                       11.662 METERS 00250     |
 HZ0836| HZ2516 WILLIAMSTOWN SRR MICROWAVE TWR      APPROX. 1.0 KM 0683824.1 |
 HZ0836| HZ2521 WILLIAMSTOWN MUNICIPAL TANK         APPROX. 1.7 KM 0713321.4 |
 HZ0836| HZ0835 I75 T 102 RM 2                       14.658 METERS 13144     |
 HZ0836| HZ2522 WILLIAMSTOWN MICROWAVE TWR          APPROX. 3.0 KM 1735211.8 |
 HZ0836| HZ0838 I75 T 102 AZ MK                                    3281802.8 |
 HZ0836| HZ2519 DRY RIDGE MUNICIPAL TANK            APPROX. 6.0 KM 3470550.8 |
 HZ0836|---------------------------------------------------------------------|
 HZ0836
 HZ0836                          SUPERSEDED SURVEY CONTROL
 HZ0836
 HZ0836  NAD 83(1993)-  38 37 51.69853(N)    084 34 33.33660(W) AD(       ) 2
 HZ0836  NAD 83(1986)-  38 37 51.70054(N)    084 34 33.34658(W) AD(       ) 2
 HZ0836  NAD 27      -  38 37 51.45192(N)    084 34 33.55192(W) AD(       ) 2
 HZ0836  NGVD 29 (??/??/92)  292.314  (m)          959.03   (f) ADJ UNCH    1 2
 HZ0836
 HZ0836.Superseded values are not recommended for survey control.
 HZ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0836.See file dsdata.txt to determine how the superseded data were derived.
 HZ0836
 HZ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1100578620(NAD 83)
 HZ0836_MARKER: DS = TRIANGULATION STATION DISK
 HZ0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0836_SP_SET: CONCRETE POST
 HZ0836_STAMPING: I75-T102 1964
 HZ0836_MARK LOGO: KYDT  
 HZ0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0836+STABILITY: SURFACE MOTION
 HZ0836
 HZ0836  HISTORY     - Date     Condition        Report By
 HZ0836  HISTORY     - 1965     MONUMENTED       KYHD
 HZ0836  HISTORY     - 1965     GOOD             PAS
 HZ0836  HISTORY     - 1986     GOOD             NGS
 HZ0836
 HZ0836                          STATION DESCRIPTION
 HZ0836
 HZ0836'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 HZ0836'STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF WILLIAMSTOWN, AT THE TOP
 HZ0836'OF A HIGH CUT BANK NEAR THE EAST R/W FENCE OF I 75.
 HZ0836'
 HZ0836'TO REACH THE STATION FROM THE I-75 AND STATE HIGHWAY 36 INTERCHANGE
 HZ0836'SOUTHWEST OF WILLIAMSTOWN, GO NORTH ON I-75 FOR 0.45 MILE TO STATION
 HZ0836'ON RIGHT.
 HZ0836'
 HZ0836'STATION MARK IS ABOUT 128 FEET NORTHEAST OF THE CENTERLINE OF EAST
 HZ0836'LANE, 44 FEET WEST OF A POWER POLE WITH 2 GUY WIRES, 41 FEET SOUTH
 HZ0836'SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL BUILDING, 20 FEET
 HZ0836'SOUTHWEST OF EAST R/W FENCE, 19.5 FEET SOUTHWEST OF A METAL WITNESS
 HZ0836'POST AND SIGN AND ABOUT 50 FEET HIGHER THAN EAST LANE.  THE MARK IS
 HZ0836'FLUSH AND IS STAMPED I75-T102 1964.
 HZ0836'
 HZ0836'REFERENCE MARK NO.1 IS NORTH OF STATION, ABOUT 147 FEET NORTHEAST OF
 HZ0836'THE CENTERLINE OF EAST LANE 10 FEET WEST OF SOUTHWEST CORNER OF
 HZ0836'METAL BUILDING AND 1.5 FEET SOUTHWEST OF EAST R/W FENCE.  THE MARK
 HZ0836'IS FLUSH AND THE DISK IS STAMPED I-75 T-102 NO.1 1964.
 HZ0836'
 HZ0836'REFERENCE MARK NO.2 IS EAST OF STATION, ABOUT 147 FEET NORTHEAST OF
 HZ0836'THE CENTERLINE OF EAST LANE, 29 FEET SOUTHWEST OF POWER POLE WITH 2
 HZ0836'GUY WIRES AND 2 FEET SOUTHWEST OF EAST R/W FENCE.  THE MARK IS
 HZ0836'FLUSH AND THE DISK IS STAMPED I-75 T-102 NO.2 1964.
 HZ0836'
 HZ0836'TO REACH AZIMUTH MARK FROM STATION, CONTINUE AHEAD ON INTERSTATE 75
 HZ0836'FOR 0.65 MILE TO MARK ON RIGHT NEAR EAST R/W FENCE.
 HZ0836'
 HZ0836'AZIMUTH MARK IS ABOUT 0.65 MILE NORTHWEST OF STATION, ABOUT 146 FEET
 HZ0836'NORTHEAST OF THE CENTERLINE OF EAST LANE, 2 FEET SOUTHWEST OF EAST
 HZ0836'R/W FENCE, 1.5 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN, AND
 HZ0836'ABOUT 20 FEET HIGHER THAN EAST LANE.  THE MARK PROJECTS 1 INCH AND
 HZ0836'THE DISK IS STAMPED I-75 T-102 1964.
 HZ0836'
 HZ0836'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0836'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HZ0836'
 HZ0836'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
 HZ0836
 HZ0836                          STATION RECOVERY (1965)
 HZ0836
 HZ0836'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0836'1 MI SW FROM WILLIAMSTOWN.
 HZ0836'ABOUT 0.45 MILE NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0836'AND STATE HIGHWAY 36 INTERCHANGE, WHICH IS SOUTHWEST OF
 HZ0836'WILLIAMSTOWN, ABOUT 128 FEET NORTHEAST OF THE CENTERLINE OF
 HZ0836'EAST LANE, 44 FEET WEST OF A POWER POLE WITH 2 GUY WIRES, 41
 HZ0836'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL BUILDING, 20
 HZ0836'FEET SOUTHWEST OF EAST R/W FENCE, 19.5 FEET SOUTHWEST OF METAL
 HZ0836'WITNESS POST AND SIGN AND ABOUT 50 FEET HIGHER THAN EAST LANE.  A
 HZ0836'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN CONCRETE
 HZ0836'FLUSH WITH GROUND AND STAMPED I75-T102 1964.
 HZ0836
 HZ0836                          STATION RECOVERY (1986)
 HZ0836
 HZ0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0838 ***********************************************************************
 HZ0838  DESIGNATION -  I75 T 102 AZ MK
 HZ0838  PID         -  HZ0838
 HZ0838  STATE/COUNTY-  KY/GRANT
 HZ0838  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0838
 HZ0838                         *CURRENT SURVEY CONTROL
 HZ0838  ___________________________________________________________________
 HZ0838* NAD 83(1986)-  38 38 20.     (N)    084 34 55.     (W)     SCALED    
 HZ0838* NAVD 88     -       260.117  (meters)     853.40   (feet)  ADJUSTED  
 HZ0838  ___________________________________________________________________
 HZ0838  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HZ0838  DYNAMIC HT  -         259.939 (meters)     852.82  (feet)  COMP
 HZ0838  MODELED GRAV-     979,940.0   (mgal)                       NAVD 88
 HZ0838
 HZ0838  VERT ORDER  -  SECOND    CLASS 0
 HZ0838
 HZ0838.The horizontal coordinates were scaled from a topographic map and have
 HZ0838.an estimated accuracy of +/- 6 seconds.
 HZ0838
 HZ0838.The orthometric height was determined by differential leveling
 HZ0838.and adjusted by the National Geodetic Survey in June 1991..
 HZ0838
 HZ0838.The geoid height was determined by GEOID03.
 HZ0838
 HZ0838.The dynamic height is computed by dividing the NAVD 88
 HZ0838.geopotential number by the normal gravity value computed on the
 HZ0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0838.degrees latitude (g = 980.6199 gals.).
 HZ0838
 HZ0838.The modeled gravity was interpolated from observed gravity values.
 HZ0838
 HZ0838;                    North         East    Units  Estimated Accuracy
 HZ0838;SPC KY1Z     - 1,256,520.    1,601,690.      MT  (+/- 180 meters Scaled)
 HZ0838
 HZ0838                          SUPERSEDED SURVEY CONTROL
 HZ0838
 HZ0838  NGVD 29 (??/??/92)  260.292  (m)          853.97   (f) ADJ UNCH    2 0
 HZ0838
 HZ0838.Superseded values are not recommended for survey control.
 HZ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0838.See file dsdata.txt to determine how the superseded data were derived.
 HZ0838
 HZ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH104794(NAD 83)
 HZ0838_MARKER: DZ = AZIMUTH MARK DISK
 HZ0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0838_STAMPING: I75-T102 1964
 HZ0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0838+STABILITY: SURFACE MOTION
 HZ0838
 HZ0838  HISTORY     - Date     Condition        Report By
 HZ0838  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0838  HISTORY     - 1965     GOOD             PAS
 HZ0838
 HZ0838                          STATION DESCRIPTION
 HZ0838
 HZ0838'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0838'2 MI SW FROM WILLIAMSTOWN.
 HZ0838'ABOUT 1.10 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0838'AND STATE HIGHWAY 36 INTERCHANGE, WHICH IS SOUTHWEST OF
 HZ0838'WILLIAMSTOWN, ABOUT 146 FEET NORTHEAST OF THE CENTERLINE OF EAST
 HZ0838'LANE, 2 FEET SOUTHWEST OF EAST R/W FENCE, 1.5 FEET SOUTHWEST OF
 HZ0838'METAL WITNESS POST AND SIGN AND ABOUT 20 FEET HIGHER THAN EAST
 HZ0838'LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET
 HZ0838'IN CONCRETE PROJECTING 1 INCH AND STAMPED I75-T102 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0837 ***********************************************************************
 HZ0837  DESIGNATION -  I75 T 102 RM 1
 HZ0837  PID         -  HZ0837
 HZ0837  STATE/COUNTY-  KY/GRANT
 HZ0837  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0837
 HZ0837                         *CURRENT SURVEY CONTROL
 HZ0837  ___________________________________________________________________
 HZ0837* NAD 83(1986)-  38 37 51.     (N)    084 34 33.     (W)     SCALED    
 HZ0837* NAVD 88     -       292.281  (meters)     958.93   (feet)  ADJUSTED  
 HZ0837  ___________________________________________________________________
 HZ0837  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HZ0837  DYNAMIC HT  -         292.081 (meters)     958.27  (feet)  COMP
 HZ0837  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 HZ0837
 HZ0837  VERT ORDER  -  FIRST     CLASS II
 HZ0837
 HZ0837.The horizontal coordinates were scaled from a topographic map and have
 HZ0837.an estimated accuracy of +/- 6 seconds.
 HZ0837
 HZ0837.The orthometric height was determined by differential leveling
 HZ0837.and adjusted by the National Geodetic Survey in June 1991..
 HZ0837.WARNING-Repeat measurements at this control monument indicate possible
 HZ0837.vertical movement.
 HZ0837
 HZ0837.The geoid height was determined by GEOID03.
 HZ0837
 HZ0837.The dynamic height is computed by dividing the NAVD 88
 HZ0837.geopotential number by the normal gravity value computed on the
 HZ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0837.degrees latitude (g = 980.6199 gals.).
 HZ0837
 HZ0837.The modeled gravity was interpolated from observed gravity values.
 HZ0837
 HZ0837;                    North         East    Units  Estimated Accuracy
 HZ0837;SPC KY1Z     - 1,255,630.    1,602,240.      MT  (+/- 180 meters Scaled)
 HZ0837
 HZ0837                          SUPERSEDED SURVEY CONTROL
 HZ0837
 HZ0837  NGVD 29 (??/??/92)  292.485  (m)          959.59   (f) ADJ UNCH    1 2
 HZ0837
 HZ0837.Superseded values are not recommended for survey control.
 HZ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0837.See file dsdata.txt to determine how the superseded data were derived.
 HZ0837
 HZ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH110785(NAD 83)
 HZ0837_MARKER: DR = REFERENCE MARK DISK
 HZ0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0837_SP_SET: CONCRETE POST
 HZ0837_STAMPING: I-75 T-102 NO 1 1964
 HZ0837_MARK LOGO: KYDT  
 HZ0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0837+STABILITY: SURFACE MOTION
 HZ0837
 HZ0837  HISTORY     - Date     Condition        Report By
 HZ0837  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0837  HISTORY     - 1965     GOOD             PAS
 HZ0837  HISTORY     - 1986     GOOD             NGS
 HZ0837
 HZ0837                          STATION DESCRIPTION
 HZ0837
 HZ0837'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0837'1 MI SW FROM WILLIAMSTOWN.
 HZ0837'ABOUT 0.45 MILE NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0837'AND STATE HIGHWAY 36 INTERCHANGE, WHICH IS SOUTHWEST OF
 HZ0837'WILLIAMSTOWN, ABOUT 147 FEET NORTHEAST OF THE CENTERLINE OF EAST
 HZ0837'LANE, 10 FEET WEST OF THE SOUTHWEST CORNER OF METAL BUILDING AND
 HZ0837'1.5 FEET SOUTHWEST OF EAST R/W FENCE.  A KENTUCKY DEPARTMENT OF
 HZ0837'HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE FLUSH WITH GROUND
 HZ0837'AND STAMPED I75-T102 R.M. 1 1964.
 HZ0837
 HZ0837                          STATION RECOVERY (1986)
 HZ0837
 HZ0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0835 ***********************************************************************
 HZ0835  DESIGNATION -  I75 T 102 RM 2
 HZ0835  PID         -  HZ0835
 HZ0835  STATE/COUNTY-  KY/GRANT
 HZ0835  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0835
 HZ0835                         *CURRENT SURVEY CONTROL
 HZ0835  ___________________________________________________________________
 HZ0835* NAD 83(1986)-  38 37 51.     (N)    084 34 33.     (W)     SCALED    
 HZ0835* NAVD 88     -       292.137  (meters)     958.45   (feet)  ADJUSTED  
 HZ0835  ___________________________________________________________________
 HZ0835  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HZ0835  DYNAMIC HT  -         291.938 (meters)     957.80  (feet)  COMP
 HZ0835  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 HZ0835
 HZ0835  VERT ORDER  -  FIRST     CLASS II
 HZ0835
 HZ0835.The horizontal coordinates were scaled from a topographic map and have
 HZ0835.an estimated accuracy of +/- 6 seconds.
 HZ0835
 HZ0835.The orthometric height was determined by differential leveling
 HZ0835.and adjusted by the National Geodetic Survey in June 1991..
 HZ0835.WARNING-Repeat measurements at this control monument indicate possible
 HZ0835.vertical movement.
 HZ0835
 HZ0835.The geoid height was determined by GEOID03.
 HZ0835
 HZ0835.The dynamic height is computed by dividing the NAVD 88
 HZ0835.geopotential number by the normal gravity value computed on the
 HZ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0835.degrees latitude (g = 980.6199 gals.).
 HZ0835
 HZ0835.The modeled gravity was interpolated from observed gravity values.
 HZ0835
 HZ0835;                    North         East    Units  Estimated Accuracy
 HZ0835;SPC KY1Z     - 1,255,630.    1,602,240.      MT  (+/- 180 meters Scaled)
 HZ0835
 HZ0835                          SUPERSEDED SURVEY CONTROL
 HZ0835
 HZ0835  NGVD 29 (??/??/92)  292.324  (m)          959.07   (f) ADJ UNCH    1 2
 HZ0835
 HZ0835.Superseded values are not recommended for survey control.
 HZ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0835.See file dsdata.txt to determine how the superseded data were derived.
 HZ0835
 HZ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH110785(NAD 83)
 HZ0835_MARKER: DR = REFERENCE MARK DISK
 HZ0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0835_SP_SET: CONCRETE POST
 HZ0835_STAMPING: I-75 T-102 NO 2 1964
 HZ0835_MARK LOGO: KYDT  
 HZ0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0835+STABILITY: SURFACE MOTION
 HZ0835
 HZ0835  HISTORY     - Date     Condition        Report By
 HZ0835  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0835  HISTORY     - 1965     GOOD             PAS
 HZ0835  HISTORY     - 1986     GOOD             NGS
 HZ0835
 HZ0835                          STATION DESCRIPTION
 HZ0835
 HZ0835'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0835'1 MI SW FROM WILLIAMSTOWN.
 HZ0835'ABOUT 0.45 MILE NORTH ALONG INTERSTATE ROUTE 75 AND THE I-75
 HZ0835'AND STATE HIGHWAY 36 INTERCHANGE, WHICH IS SOUTHWEST OF
 HZ0835'WILLIAMSTOWN, ABOUT 147 FEET NORTHEAST OF THE CENTERLINE OF
 HZ0835'EAST LANE, 29 FEET SOUTHWEST OF POWER POLE WITH 2 GUY WIRES AND
 HZ0835'2 FEET SOUTHWEST OF EAST R/W FENCE.  A KENTUCKY DEPARTMENT OF
 HZ0835'HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE FLUSH WITH GROUND
 HZ0835'AND STAMPED I75-T102 R.M. 2 1964.
 HZ0835
 HZ0835                          STATION RECOVERY (1986)
 HZ0835
 HZ0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0841 ***********************************************************************
 HZ0841  DESIGNATION -  I75 T 103
 HZ0841  PID         -  HZ0841
 HZ0841  STATE/COUNTY-  KY/GRANT
 HZ0841  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0841
 HZ0841                         *CURRENT SURVEY CONTROL
 HZ0841  ___________________________________________________________________
 HZ0841* NAD 83(1993)-  38 39 33.37858(N)    084 35 10.50323(W)     ADJUSTED  
 HZ0841* NAVD 88     -       293.731  (meters)     963.68   (feet)  ADJUSTED  
 HZ0841  ___________________________________________________________________
 HZ0841  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 HZ0841  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0841  DYNAMIC HT  -         293.533 (meters)     963.03  (feet)  COMP
 HZ0841  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 HZ0841
 HZ0841  HORZ ORDER  -  SECOND
 HZ0841  VERT ORDER  -  SECOND    CLASS 0
 HZ0841
 HZ0841.The horizontal coordinates were established by classical geodetic methods
 HZ0841.and adjusted by the National Geodetic Survey in April 1998..
 HZ0841
 HZ0841.The orthometric height was determined by differential leveling
 HZ0841.and adjusted by the National Geodetic Survey in June 1991..
 HZ0841
 HZ0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0841
 HZ0841.The geoid height was determined by GEOID03.
 HZ0841
 HZ0841.The dynamic height is computed by dividing the NAVD 88
 HZ0841.geopotential number by the normal gravity value computed on the
 HZ0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0841.degrees latitude (g = 980.6199 gals.).
 HZ0841
 HZ0841.The modeled gravity was interpolated from observed gravity values.
 HZ0841
 HZ0841;                    North         East     Units Scale Factor Converg.
 HZ0841;SPC KY1Z     - 1,258,779.192 1,601,290.307   MT  0.99999823   +0 42 52.2
 HZ0841;SPC KY1Z     - 4,129,844.73  5,253,566.62   sFT  0.99999823   +0 42 52.2
 HZ0841;SPC KY N     -   128,730.490   470,733.620   MT  0.99996768   -0 12 33.0
 HZ0841;SPC KY N     -   422,343.28  1,544,398.55   sFT  0.99996768   -0 12 33.0
 HZ0841;UTM  16      - 4,281,731.199   710,023.273   MT  1.00014322   +1 30 30.2
 HZ0841
 HZ0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0841!SPC KY1Z     -   0.99995923  x   0.99999823  =   0.99995746
 HZ0841!SPC KY N     -   0.99995923  x   0.99996768  =   0.99992691
 HZ0841!UTM  16      -   0.99995923  x   1.00014322  =   1.00010244
 HZ0841
 HZ0841:                Primary Azimuth Mark                     Grid Az
 HZ0841:SPC KY1Z     -  WILLIAMSTOWN MUNICIPAL TANK              135 38 27.6
 HZ0841:SPC KY N     -  WILLIAMSTOWN MUNICIPAL TANK              136 33 52.8
 HZ0841:UTM  16      -  WILLIAMSTOWN MUNICIPAL TANK              134 50 49.6
 HZ0841
 HZ0841|---------------------------------------------------------------------|
 HZ0841| PID    Reference Object                     Distance      Geod. Az  |
 HZ0841|                                                           dddmmss.s |
 HZ0841| HZ2521 WILLIAMSTOWN MUNICIPAL TANK         APPROX. 3.6 KM 1362119.8 |
 HZ0841| HZ2520 WILLIAMSTOWN ATT MICROWAVE TWR      APPROX. 4.2 KM 1363331.2 |
 HZ0841| HZ2516 WILLIAMSTOWN SRR MICROWAVE TWR      APPROX. 3.3 KM 1470644.4 |
 HZ0841| HZ2522 WILLIAMSTOWN MICROWAVE TWR          APPROX. 6.2 KM 1684119.5 |
 HZ0841| HZ0839 I75 T 103 AZ MK                                    1861107.7 |
 HZ0841| HZ0840 I75 T 103 RM 2                       10.568 METERS 26258     |
 HZ0841| HZ2519 DRY RIDGE MUNICIPAL TANK            APPROX. 2.8 KM 3504204.7 |
 HZ0841| HZ2518 DRY RIDGE ST POLICE RAD MAST        APPROX. 6.3 KM 3554600.1 |
 HZ0841| HZ0842 I75 T 103 RM 1                       13.230 METERS 35743     |
 HZ0841|---------------------------------------------------------------------|
 HZ0841
 HZ0841                          SUPERSEDED SURVEY CONTROL
 HZ0841
 HZ0841  NAD 83(1993)-  38 39 33.37913(N)    084 35 10.50326(W) AD(       ) 2
 HZ0841  NAD 83(1986)-  38 39 33.38027(N)    084 35 10.51317(W) AD(       ) 2
 HZ0841  NAD 27      -  38 39 33.13365(N)    084 35 10.71824(W) AD(       ) 2
 HZ0841  NGVD 29 (??/??/92)  293.911  (m)          964.27   (f) ADJ UNCH    2 0
 HZ0841
 HZ0841.Superseded values are not recommended for survey control.
 HZ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0841.See file dsdata.txt to determine how the superseded data were derived.
 HZ0841
 HZ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1002381731(NAD 83)
 HZ0841_MARKER: DD = SURVEY DISK
 HZ0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0841_STAMPING: I75-T103 1964
 HZ0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0841+STABILITY: SURFACE MOTION
 HZ0841
 HZ0841  HISTORY     - Date     Condition        Report By
 HZ0841  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0841  HISTORY     - 1965     GOOD             PAS
 HZ0841
 HZ0841                          STATION DESCRIPTION
 HZ0841
 HZ0841'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0841'STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF DRY RIDGE AND ABOUT 2
 HZ0841'MILES NORTHWEST OF WILLIAMSTOWN AT THE EAST R/W FENCE OF I-75 NEAR
 HZ0841'THE BATON ROUGE ROAD OVERPASS.
 HZ0841'
 HZ0841'TO REACH THE STATION FROM THE I-75 AND STATE HIGHWAY 22 INTERCHANGE
 HZ0841'ON THE WEST SIDE OF DRY RIDGE, GO SOUTH ON I-75 FOR 1.9 MILES TO
 HZ0841'STATION ON LEFT.
 HZ0841'
 HZ0841'STATION MARK IS ABOUT 125 FEET EAST OF THE CENTERLINE OF EAST LANE
 HZ0841'ABOUT 79 FEET NORTH OF THE CENTER OF BATON ROUGE ROAD, 49 FEET SOUTH
 HZ0841'OF FENCE CORNER, 1.5 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN
 HZ0841'AND 2.0 FEET WEST R/W FENCE.  THE MARK IS FLUSH AND STAMPED I75-T103
 HZ0841'1964.
 HZ0841'
 HZ0841'REFERENCE MARK NO.1 IS NORTH OF STATION, ABOUT 125 FEET EAST OF THE
 HZ0841'CENTERLINE OF EAST LANE, 6 FEET SOUTH OF FENCE CORNER AND 1.5 FEET
 HZ0841'WEST OF THE EAST R/W FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HZ0841'STAMPED I-75 T-103 NO.1 1964.
 HZ0841'
 HZ0841'REFERENCE MARK NO.2 IS WEST OF STATION, 90 FEET EAST OF THE
 HZ0841'CENTERLINE OF EAST LANE, 79 FEET NORTH OF THE CENTER OF BATON ROUGE
 HZ0841'ROAD, 37 FEET WEST OF EAST R/W FENCE AND 23 FEET NORTH OF METAL FENCE
 HZ0841'POST AT END OF FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I-75
 HZ0841'T-103 NO.2 1964.
 HZ0841'
 HZ0841'TO REACH AZIMUTH MARK FROM STATION, CONTINUE AHEAD FOR 0.8 MILE TO
 HZ0841'MARK ON RIGHT NEAR WEST R/W FENCE.
 HZ0841'
 HZ0841'AZIMUTH MARK IS ABOUT 0.8 MILE SOUTH OF STATION, APPROXIMATELY 315
 HZ0841'FEET NORTHWEST OF THE BARNES PIKE OVERPASS, ABOUT 147 FEET WEST OF
 HZ0841'THE CENTERLINE OF WEST LANE, 36 FEET NORTH OF A 12 INCH TWIN TRUNK
 HZ0841'BITTERNUT TREE, 1.5 FEET NORTHEAST OF METAL WITNESS POST AND SIGN AND
 HZ0841'1 FOOT EAST OF WEST R/W FENCE.  THE MARK PROJECTS 1 INCH AND THE
 HZ0841'DISK IS STAMPED I-75 T-103 1964.
 HZ0841'
 HZ0841'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0841'DEPARTMENT OF HIGHWAY SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HZ0841
 HZ0841                          STATION RECOVERY (1965)
 HZ0841
 HZ0841'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0841'1.5 MI S FROM DRY RIDGE.
 HZ0841'ABOUT 1.9 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0841'STATE HIGHWAY 22 INTERCHANGE, WHICH IS ON THE WEST SIDE OF DRY
 HZ0841'RIDGE, ABOUT 125 FEET EAST OF THE CENTERLINE OF EAST LANE, ABOUT
 HZ0841'79 FEET NORTH OF THE CENTER OF BATON ROUGE ROAD, 49.0 FEET SOUTH
 HZ0841'OF FENCE CORNER, 2.0 FEET WEST OF EAST R/W FENCE AND 1.5 FEET
 HZ0841'SOUTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HZ0841'OF HIGHWAYS AND SURVEY DISK SET IN CONCRETE FLUSH WITH GROUND
 HZ0841'AND STAMPED I75-T103 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0839 ***********************************************************************
 HZ0839  DESIGNATION -  I75 T 103 AZ MK
 HZ0839  PID         -  HZ0839
 HZ0839  STATE/COUNTY-  KY/GRANT
 HZ0839  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0839
 HZ0839                         *CURRENT SURVEY CONTROL
 HZ0839  ___________________________________________________________________
 HZ0839* NAD 83(1986)-  38 38 51.     (N)    084 35 06.     (W)     SCALED    
 HZ0839* NAVD 88     -       272.981  (meters)     895.61   (feet)  ADJUSTED  
 HZ0839  ___________________________________________________________________
 HZ0839  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HZ0839  DYNAMIC HT  -         272.795 (meters)     894.99  (feet)  COMP
 HZ0839  MODELED GRAV-     979,942.0   (mgal)                       NAVD 88
 HZ0839
 HZ0839  VERT ORDER  -  SECOND    CLASS 0
 HZ0839
 HZ0839.The horizontal coordinates were scaled from a topographic map and have
 HZ0839.an estimated accuracy of +/- 6 seconds.
 HZ0839
 HZ0839.The orthometric height was determined by differential leveling
 HZ0839.and adjusted by the National Geodetic Survey in June 1991..
 HZ0839
 HZ0839.The geoid height was determined by GEOID03.
 HZ0839
 HZ0839.The dynamic height is computed by dividing the NAVD 88
 HZ0839.geopotential number by the normal gravity value computed on the
 HZ0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0839.degrees latitude (g = 980.6199 gals.).
 HZ0839
 HZ0839.The modeled gravity was interpolated from observed gravity values.
 HZ0839
 HZ0839;                    North         East    Units  Estimated Accuracy
 HZ0839;SPC KY1Z     - 1,257,470.    1,601,420.      MT  (+/- 180 meters Scaled)
 HZ0839
 HZ0839                          SUPERSEDED SURVEY CONTROL
 HZ0839
 HZ0839  NGVD 29 (??/??/92)  273.158  (m)          896.19   (f) ADJ UNCH    2 0
 HZ0839
 HZ0839.Superseded values are not recommended for survey control.
 HZ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0839.See file dsdata.txt to determine how the superseded data were derived.
 HZ0839
 HZ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH101804(NAD 83)
 HZ0839_MARKER: DZ = AZIMUTH MARK DISK
 HZ0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0839_STAMPING: I75-T103 1964
 HZ0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0839+STABILITY: SURFACE MOTION
 HZ0839
 HZ0839  HISTORY     - Date     Condition        Report By
 HZ0839  HISTORY     - 1964     MONUMENTED       PAS
 HZ0839  HISTORY     - 1965     GOOD             PAS
 HZ0839
 HZ0839                          STATION DESCRIPTION
 HZ0839
 HZ0839'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0839'2.2 MI S FROM DRY RIDGE.
 HZ0839'ABOUT 2.7 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0839'AND STATE HIGHWAY 22 INTERCHANGE, WHICH IS ON THE WEST SIDE OF
 HZ0839'DRY RIDGE, APPROXIMATELY 315 FEET NORTHWEST OF THE BARNES PIKE
 HZ0839'OVERPASS, ABOUT 147 FEET WEST OF THE CENTERLINE OF WEST LANE,
 HZ0839'36 FEET NORTH OF 12 INCH TWIN BITTERNUT, 1 FOOT EAST OF WEST
 HZ0839'R/W FENCE AND 1.5 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.
 HZ0839'A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN
 HZ0839'CONCRETE PROJECTING 1 INCH AND STAMPED I75-T103 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0842 ***********************************************************************
 HZ0842  DESIGNATION -  I75 T 103 RM 1
 HZ0842  PID         -  HZ0842
 HZ0842  STATE/COUNTY-  KY/GRANT
 HZ0842  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0842
 HZ0842                         *CURRENT SURVEY CONTROL
 HZ0842  ___________________________________________________________________
 HZ0842* NAD 83(1986)-  38 39 33.     (N)    084 35 11.     (W)     SCALED    
 HZ0842* NAVD 88     -       293.065  (meters)     961.50   (feet)  ADJUSTED  
 HZ0842  ___________________________________________________________________
 HZ0842  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0842  DYNAMIC HT  -         292.867 (meters)     960.85  (feet)  COMP
 HZ0842  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 HZ0842
 HZ0842  VERT ORDER  -  SECOND    CLASS 0
 HZ0842
 HZ0842.The horizontal coordinates were scaled from a topographic map and have
 HZ0842.an estimated accuracy of +/- 6 seconds.
 HZ0842
 HZ0842.The orthometric height was determined by differential leveling
 HZ0842.and adjusted by the National Geodetic Survey in June 1991..
 HZ0842
 HZ0842.The geoid height was determined by GEOID03.
 HZ0842
 HZ0842.The dynamic height is computed by dividing the NAVD 88
 HZ0842.geopotential number by the normal gravity value computed on the
 HZ0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0842.degrees latitude (g = 980.6199 gals.).
 HZ0842
 HZ0842.The modeled gravity was interpolated from observed gravity values.
 HZ0842
 HZ0842;                    North         East    Units  Estimated Accuracy
 HZ0842;SPC KY1Z     - 1,258,770.    1,601,280.      MT  (+/- 180 meters Scaled)
 HZ0842
 HZ0842                          SUPERSEDED SURVEY CONTROL
 HZ0842
 HZ0842  NGVD 29 (??/??/92)  293.245  (m)          962.09   (f) ADJ UNCH    2 0
 HZ0842
 HZ0842.Superseded values are not recommended for survey control.
 HZ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0842.See file dsdata.txt to determine how the superseded data were derived.
 HZ0842
 HZ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH100817(NAD 83)
 HZ0842_MARKER: DR = REFERENCE MARK DISK
 HZ0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0842_STAMPING: I75-T103 RM 1 1964
 HZ0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0842+STABILITY: SURFACE MOTION
 HZ0842
 HZ0842  HISTORY     - Date     Condition        Report By
 HZ0842  HISTORY     - 1964     MONUMENTED       PAS
 HZ0842  HISTORY     - 1965     GOOD             PAS
 HZ0842
 HZ0842                          STATION DESCRIPTION
 HZ0842
 HZ0842'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0842'1.5 MI S FROM DRY RIDGE.
 HZ0842'ABOUT 1.9 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0842'STATE HIGHWAY 22 INTERCHANGE, WHICH IS ON THE WEST SIDE OF DRY
 HZ0842'RIDGE, ABOUT 125 FEET EAST OF THE CENTERLINE OF EAST LANE, 6 FEET
 HZ0842'SOUTH OF FENCE CORNER AND 1.5 FEET WEST OF EAST R/W FENCE.  A
 HZ0842'KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE
 HZ0842'FLUSH WITH GROUND AND STAMPED I75-T103 R.M. 1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0840 ***********************************************************************
 HZ0840  DESIGNATION -  I75 T 103 RM 2
 HZ0840  PID         -  HZ0840
 HZ0840  STATE/COUNTY-  KY/GRANT
 HZ0840  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0840
 HZ0840                         *CURRENT SURVEY CONTROL
 HZ0840  ___________________________________________________________________
 HZ0840* NAD 83(1986)-  38 39 33.     (N)    084 35 11.     (W)     SCALED    
 HZ0840* NAVD 88     -       293.340  (meters)     962.40   (feet)  ADJUSTED  
 HZ0840  ___________________________________________________________________
 HZ0840  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0840  DYNAMIC HT  -         293.141 (meters)     961.75  (feet)  COMP
 HZ0840  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 HZ0840
 HZ0840  VERT ORDER  -  SECOND    CLASS 0
 HZ0840
 HZ0840.The horizontal coordinates were scaled from a topographic map and have
 HZ0840.an estimated accuracy of +/- 6 seconds.
 HZ0840
 HZ0840.The orthometric height was determined by differential leveling
 HZ0840.and adjusted by the National Geodetic Survey in June 1991..
 HZ0840
 HZ0840.The geoid height was determined by GEOID03.
 HZ0840
 HZ0840.The dynamic height is computed by dividing the NAVD 88
 HZ0840.geopotential number by the normal gravity value computed on the
 HZ0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0840.degrees latitude (g = 980.6199 gals.).
 HZ0840
 HZ0840.The modeled gravity was interpolated from observed gravity values.
 HZ0840
 HZ0840;                    North         East    Units  Estimated Accuracy
 HZ0840;SPC KY1Z     - 1,258,770.    1,601,280.      MT  (+/- 180 meters Scaled)
 HZ0840
 HZ0840                          SUPERSEDED SURVEY CONTROL
 HZ0840
 HZ0840  NGVD 29 (??/??/92)  293.519  (m)          962.99   (f) ADJ UNCH    2 0
 HZ0840
 HZ0840.Superseded values are not recommended for survey control.
 HZ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0840.See file dsdata.txt to determine how the superseded data were derived.
 HZ0840
 HZ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH100817(NAD 83)
 HZ0840_MARKER: DR = REFERENCE MARK DISK
 HZ0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0840_STAMPING: I75-T103 RM 2 1964
 HZ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0840+STABILITY: SURFACE MOTION
 HZ0840
 HZ0840  HISTORY     - Date     Condition        Report By
 HZ0840  HISTORY     - 1964     MONUMENTED       PAS
 HZ0840  HISTORY     - 1965     GOOD             PAS
 HZ0840
 HZ0840                          STATION DESCRIPTION
 HZ0840
 HZ0840'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0840'1.5 MI S FROM DRY RIDGE.
 HZ0840'ABOUT 1.9 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0840'AND STATE HIGHWAY 22 INTERCHANGE, WHICH IS ON THE WEST SIDE OF
 HZ0840'DRY RIDGE, 90 FEET EAST OF THE CENTERLINE OF EAST LANE, 79 FEET
 HZ0840'NORTH OF THE CENTER OF BATON ROUGE ROAD, 37 FEET WEST OF EAST
 HZ0840'R/W FENCE AND 23 FEET NORTH OF METAL FENCE POST AT END OF FENCE.
 HZ0840'A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN
 HZ0840'CONCRETE FLUSH WITH GROUND AND STAMPED I75-T103 R.M. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0846 ***********************************************************************
 HZ0846  DESIGNATION -  I75 T 104
 HZ0846  PID         -  HZ0846
 HZ0846  STATE/COUNTY-  KY/GRANT
 HZ0846  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0846
 HZ0846                         *CURRENT SURVEY CONTROL
 HZ0846  ___________________________________________________________________
 HZ0846* NAD 83(1993)-  38 40 57.78258(N)    084 36 05.21553(W)     ADJUSTED  
 HZ0846* NAVD 88     -       296.919  (meters)     974.14   (feet)  ADJUSTED  
 HZ0846  ___________________________________________________________________
 HZ0846  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 HZ0846  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0846  DYNAMIC HT  -         296.720 (meters)     973.49  (feet)  COMP
 HZ0846  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 HZ0846
 HZ0846  HORZ ORDER  -  SECOND
 HZ0846  VERT ORDER  -  SECOND    CLASS 0
 HZ0846
 HZ0846.The horizontal coordinates were established by classical geodetic methods
 HZ0846.and adjusted by the National Geodetic Survey in April 1998..
 HZ0846
 HZ0846.The orthometric height was determined by differential leveling
 HZ0846.and adjusted by the National Geodetic Survey in June 1991..
 HZ0846
 HZ0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0846
 HZ0846.The geoid height was determined by GEOID03.
 HZ0846
 HZ0846.The dynamic height is computed by dividing the NAVD 88
 HZ0846.geopotential number by the normal gravity value computed on the
 HZ0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0846.degrees latitude (g = 980.6199 gals.).
 HZ0846
 HZ0846.The modeled gravity was interpolated from observed gravity values.
 HZ0846
 HZ0846;                    North         East     Units Scale Factor Converg.
 HZ0846;SPC KY1Z     - 1,261,365.283 1,599,935.552   MT  1.00000391   +0 42 18.6
 HZ0846;SPC KY1Z     - 4,138,329.27  5,249,121.89   sFT  1.00000391   +0 42 18.6
 HZ0846;SPC KY N     -   131,338.000   469,420.776   MT  0.99996913   -0 13 07.0
 HZ0846;SPC KY N     -   430,898.09  1,540,091.33   sFT  0.99996913   -0 13 07.0
 HZ0846;UTM  16      - 4,284,298.619   708,632.610   MT  1.00013604   +1 29 58.7
 HZ0846
 HZ0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0846!SPC KY1Z     -   0.99995873  x   1.00000391  =   0.99996264
 HZ0846!SPC KY N     -   0.99995873  x   0.99996913  =   0.99992786
 HZ0846!UTM  16      -   0.99995873  x   1.00013604  =   1.00009476
 HZ0846
 HZ0846:                Primary Azimuth Mark                     Grid Az
 HZ0846:SPC KY1Z     -  DRY RIDGE ST POLICE RAD MAST             012 29 53.7
 HZ0846:SPC KY N     -  DRY RIDGE ST POLICE RAD MAST             013 25 19.3
 HZ0846:UTM  16      -  DRY RIDGE ST POLICE RAD MAST             011 42 13.6
 HZ0846
 HZ0846|---------------------------------------------------------------------|
 HZ0846| PID    Reference Object                     Distance      Geod. Az  |
 HZ0846|                                                           dddmmss.s |
 HZ0846| HZ2518 DRY RIDGE ST POLICE RAD MAST        APPROX. 3.8 KM 0131212.3 |
 HZ0846| HZ2519 DRY RIDGE MUNICIPAL TANK            APPROX. 0.9 KM 0800429.6 |
 HZ0846| HZ2520 WILLIAMSTOWN ATT MICROWAVE TWR      APPROX. 7.0 KM 1432114.6 |
 HZ0846| HZ2516 WILLIAMSTOWN SRR MICROWAVE TWR      APPROX. 6.2 KM 1495328.1 |
 HZ0846| HZ2522 WILLIAMSTOWN MICROWAVE TWR          APPROX. 9.0 KM 1634123.5 |
 HZ0846| HZ0845 I75 T 104 RM 1                       10.719 METERS 19004     |
 HZ0846| HZ0844 I75 T 104 RM 2                       15.071 METERS 28118     |
 HZ0846| HZ0847 I75 T 104 AZ MK                                    3580744.2 |
 HZ0846|---------------------------------------------------------------------|
 HZ0846
 HZ0846                          SUPERSEDED SURVEY CONTROL
 HZ0846
 HZ0846  NAD 83(1993)-  38 40 57.78328(N)    084 36 05.21545(W) AD(       ) 2
 HZ0846  NAD 83(1986)-  38 40 57.78366(N)    084 36 05.22504(W) AD(       ) 2
 HZ0846  NAD 27      -  38 40 57.53531(N)    084 36 05.42718(W) AD(       ) 2
 HZ0846  NGVD 29 (??/??/92)  297.101  (m)          974.74   (f) ADJ UNCH    2 0
 HZ0846
 HZ0846.Superseded values are not recommended for survey control.
 HZ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0846.See file dsdata.txt to determine how the superseded data were derived.
 HZ0846
 HZ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0863384299(NAD 83)
 HZ0846_MARKER: DD = SURVEY DISK
 HZ0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0846_SP_SET: BRIDGE
 HZ0846_STAMPING: I75-T104 1964
 HZ0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0846
 HZ0846  HISTORY     - Date     Condition        Report By
 HZ0846  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0846  HISTORY     - 1965     GOOD             PAS
 HZ0846
 HZ0846                          STATION DESCRIPTION
 HZ0846
 HZ0846'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0846'STATION IS LOCATED ABOUT 0.6 MILE WEST OF DRY RIDGE AT THE I-75 AND
 HZ0846'STATE HIGHWAY 22 INTERCHANGE AT THE NORTHEAST CORNER OF BRIDGE.
 HZ0846'
 HZ0846'STATION MARK IS 38.0 FEET SOUTHWEST OF POWER POLE WITH STREET LAMP
 HZ0846'AND 18.0 FEET NORTH OF THE CENTERLINE OF NORTH LANE OF HIGHWAY 22.
 HZ0846'THE MARK IS SET IN DRILL HOLE IN THE EAST END OF NORTH SIDEWALK OF
 HZ0846'BRIDGE AND STAMPED I75-T104 1964.
 HZ0846'
 HZ0846'REFERENCE MARK NO.1 SI SOUTH OF STATION 16 FEET SOUTH OF THE
 HZ0846'CENTERLINE OF NORTH LANE OF HIGHWAY 22.  A DISK SET IN THE TOP OF
 HZ0846'EAST ABUTMENT OF BRIDGE AND STAMPED I75 T104 NO.1 1964.
 HZ0846'
 HZ0846'REFERENCE MARK NO.2 IS WEST OF STATION, 17 FEET NORTH OF THE
 HZ0846'CENTERLINE OF NORTH LANE OF HIGHWAY 22.  A DISK SET IN DRILL HOLE IN
 HZ0846'THE TOP OF THE NORTH SIDEWALK OF BRIDGE AND STAMPED I75-T104 NO.2
 HZ0846'1964.
 HZ0846'
 HZ0846'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON INTERSTATE 75 FOR
 HZ0846'0.65 MILE TO MARK ON LEFT NEAR WEST R/W FENCE.  AZIMUTH MARK IS ABOUT
 HZ0846'0.65 MILE NORTH OF STATION, I16 FEET WEST OF THE CENTERLINE OF WEST
 HZ0846'LANE, 60 FEET NORTH OF A FENCE CORNER, 2 FEET SOUTHEAST OF METAL
 HZ0846'WITNESS POST AND SIGN, 1.5 FEET EAST OF THE WEST R/W FENCE AND ABOUT
 HZ0846'10 FEET HIGHER THAN WEST LANE.  A KENTUCKY DEPARTMENT OF HIGHWAY
 HZ0846'AZIMUTH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 1 INCH AND
 HZ0846'STAMPED I75 T104 1964.
 HZ0846'
 HZ0846'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0846'DEPARTMENT OF HIGHWAY SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0846'
 HZ0846'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
 HZ0846
 HZ0846                          STATION RECOVERY (1965)
 HZ0846
 HZ0846'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0846'0.6 MI W FROM DRY RIDGE.
 HZ0846'ABOUT 0.6 MILE WEST OF DRY RIDGE AT THE I-75 AND STATE HIGHWAY 22
 HZ0846'INTERCHANGE, 38.0 FEET SOUTHWEST OF POWER POLE WITH STREET LAMP
 HZ0846'AND 18.0 FEET NORTH OF THE CENTERLINE OF NORTH LANE OF HIGHWAY 22.
 HZ0846'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN DRILL HOLE IN
 HZ0846'THE EAST END OF NORTH SIDEWALK OF BRIDGE AND STAMPED I75-T104 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0847 ***********************************************************************
 HZ0847  DESIGNATION -  I75 T 104 AZ MK
 HZ0847  PID         -  HZ0847
 HZ0847  STATE/COUNTY-  KY/GRANT
 HZ0847  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0847
 HZ0847                         *CURRENT SURVEY CONTROL
 HZ0847  ___________________________________________________________________
 HZ0847* NAD 83(1986)-  38 41 35.     (N)    084 36 08.     (W)     SCALED    
 HZ0847* NAVD 88     -       274.785  (meters)     901.52   (feet)  ADJUSTED  
 HZ0847  ___________________________________________________________________
 HZ0847  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0847  DYNAMIC HT  -         274.602 (meters)     900.92  (feet)  COMP
 HZ0847  MODELED GRAV-     979,952.7   (mgal)                       NAVD 88
 HZ0847
 HZ0847  VERT ORDER  -  SECOND    CLASS 0
 HZ0847
 HZ0847.The horizontal coordinates were scaled from a topographic map and have
 HZ0847.an estimated accuracy of +/- 6 seconds.
 HZ0847
 HZ0847.The orthometric height was determined by differential leveling
 HZ0847.and adjusted by the National Geodetic Survey in June 1991..
 HZ0847
 HZ0847.The geoid height was determined by GEOID03.
 HZ0847
 HZ0847.The dynamic height is computed by dividing the NAVD 88
 HZ0847.geopotential number by the normal gravity value computed on the
 HZ0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0847.degrees latitude (g = 980.6199 gals.).
 HZ0847
 HZ0847.The modeled gravity was interpolated from observed gravity values.
 HZ0847
 HZ0847;                    North         East    Units  Estimated Accuracy
 HZ0847;SPC KY1Z     - 1,262,510.    1,599,850.      MT  (+/- 180 meters Scaled)
 HZ0847
 HZ0847                          SUPERSEDED SURVEY CONTROL
 HZ0847
 HZ0847  NGVD 29 (??/??/92)  274.967  (m)          902.12   (f) ADJ UNCH    2 0
 HZ0847
 HZ0847.Superseded values are not recommended for survey control.
 HZ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0847.See file dsdata.txt to determine how the superseded data were derived.
 HZ0847
 HZ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH085854(NAD 83)
 HZ0847_MARKER: DZ = AZIMUTH MARK DISK
 HZ0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0847_STAMPING: I75-T104 1964
 HZ0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0847+STABILITY: SURFACE MOTION
 HZ0847
 HZ0847  HISTORY     - Date     Condition        Report By
 HZ0847  HISTORY     - 1964     MONUMENTED       PAS
 HZ0847  HISTORY     - 1965     GOOD             PAS
 HZ0847
 HZ0847                          STATION DESCRIPTION
 HZ0847
 HZ0847'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0847'1.3 MI NW FROM DRY RIDGE.
 HZ0847'ABOUT 0.65 MILE NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0847'STATE HIGHWAY 22 INTERCHANGE, WHICH IS ABOUT 0.5 MILE WEST OF DRY
 HZ0847'RIDGE, 116 FEET WEST OF THE CENTERLINE OF WEST LANE, 60 FEET NORTH
 HZ0847'OF A FENCE CORNER, 1.5 FEET EAST OF THE WEST R/W FENCE, 2 FEET
 HZ0847'SOUTHEAST OF METAL WITNESS POST AND SIGN AND ABOUT 10 FEET HIGHER
 HZ0847'THAN THE WEST LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK
 HZ0847'DISK SET IN TOP OF CONCRETE POST PROJECTING 1 INCH AND STAMPED
 HZ0847'I75-T104 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5429 ***********************************************************************
 AI5429  CBN         -  This is a Cooperative Base Network Control Station.
 AI5429  DESIGNATION -  I75 T 104 RESET
 AI5429  PID         -  AI5429
 AI5429  STATE/COUNTY-  KY/GRANT
 AI5429  USGS QUAD   -  WILLIAMSTOWN (1987)
 AI5429
 AI5429                         *CURRENT SURVEY CONTROL
 AI5429  ___________________________________________________________________
 AI5429* NAD 83(1993)-  38 40 58.40387(N)    084 36 05.05088(W)     ADJUSTED  
 AI5429* NAVD 88     -       294.95   (meters)     967.7    (feet)  RESET     
 AI5429  ___________________________________________________________________
 AI5429  X           -     469,065.748 (meters)                     COMP
 AI5429  Y           -  -4,963,494.568 (meters)                     COMP
 AI5429  Z           -   3,965,061.036 (meters)                     COMP
 AI5429  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AI5429  ELLIP HEIGHT-         261.08  (meters)          (11/03/04) GPS OBS
 AI5429  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AI5429
 AI5429  HORZ ORDER  -  A
 AI5429  VERT ORDER  -  THIRD
 AI5429  ELLP ORDER  -  THIRD     CLASS I
 AI5429
 AI5429.The horizontal coordinates were established by GPS observations
 AI5429.and adjusted by the National Geodetic Survey in November 2004..
 AI5429
 AI5429.The orthometric height was computed from unverified reset data.
 AI5429.No vertical observational check was made to the station.
 AI5429
 AI5429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5429
 AI5429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5429
 AI5429.The ellipsoidal height was determined by GPS observations
 AI5429.and is referenced to NAD 83.
 AI5429
 AI5429.The geoid height was determined by GEOID03.
 AI5429
 AI5429;                    North         East     Units Scale Factor Converg.
 AI5429;SPC KY1Z     - 1,261,384.488 1,599,939.296   MT  1.00000395   +0 42 18.7
 AI5429;SPC KY1Z     - 4,138,392.27  5,249,134.17   sFT  1.00000395   +0 42 18.7
 AI5429;SPC KY N     -   131,357.142   469,424.829   MT  0.99996914   -0 13 06.9
 AI5429;SPC KY N     -   430,960.89  1,540,104.63   sFT  0.99996914   -0 13 06.9
 AI5429;UTM  16      - 4,284,317.877   708,636.088   MT  1.00013606   +1 29 58.9
 AI5429
 AI5429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5429!SPC KY1Z     -   0.99995904  x   1.00000395  =   0.99996299
 AI5429!SPC KY N     -   0.99995904  x   0.99996914  =   0.99992818
 AI5429!UTM  16      -   0.99995904  x   1.00013606  =   1.00009509
 AI5429
 AI5429                          SUPERSEDED SURVEY CONTROL
 AI5429
 AI5429  NAVD 88 (11/03/04)  294.95   (m)          967.7    (f) LEVELING    3  
 AI5429
 AI5429.Superseded values are not recommended for survey control.
 AI5429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5429.See file dsdata.txt to determine how the superseded data were derived.
 AI5429
 AI5429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0863684318(NAD 83)
 AI5429_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5429_STAMPING: I-75 T-104 RESET 1999
 AI5429_MARK LOGO: NGS   
 AI5429_PROJECTION: FLUSH
 AI5429_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5429+STABILITY: SURFACE MOTION
 AI5429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5429+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002
 AI5429
 AI5429  HISTORY     - Date     Condition        Report By
 AI5429  HISTORY     - 1999     MONUMENTED       KYDT
 AI5429  HISTORY     - 20021202 GOOD             WOOLPT
 AI5429
 AI5429                          STATION DESCRIPTION
 AI5429
 AI5429'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (ED)
 AI5429'ABOUT 0.6 MILE (1.0 KM) WEST OF DRY RIDGE AT THE I-75 AND STATE
 AI5429'HIGHWAY 22 INTERCHANGE, 48 FEET (14.6 M) NORTH NORTHWEST FROM A POWER
 AI5429'POLE NO 20G135E, 108.8 FEET (33.2 M) NORTH NORTHEAST FROM THE
 AI5429'CENTERLINE OF KENTUCKY 22 (NEW CONSTRUCTION 1999) , 131.4 FEET (40.1
 AI5429'M) NORTH NORTHWEST FROM THE FACE OF A CONCRETE SIGNAL POLE BASE.
 AI5429
 AI5429                          STATION RECOVERY (2002)
 AI5429
 AI5429'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 AI5429'LOCATED IN  GRANT CO., 45 MILES N OF LEXINGTON, 37 MILES S OF
 AI5429'COVINGTON, NEAR DRY RIDGE,  IN THE NE QUADRANT OF THE INTERSECTION OF
 AI5429'I-75 (EXIT 159) AND KY 22.      STATION IS LOCATED IN THE R/W OF
 AI5429'PROPERTY OWNED BY KYTC.     TO REACH FROM THE INTERSECTION OF I-75 AND
 AI5429'KY 22 IN DRY RIDGE, GO 120 FT W OF THE WEST  EDGE OF THE ON RAMP FOR
 AI5429'I-75 NORTHBOUND, AND 80 FT N OF THE NORTH EDGE OF PAVEMENT OF  KY 22
 AI5429'TO STATION.     STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN
 AI5429'DIAMETER POURED CONCRETE POST FLUSH  WITH GROUND, 54.5 FT N FROM A 15
 AI5429'INCH CHERRY TREE, 47.2 FT NW FROM POWER POLE 20G 135E,  132.6 FT WNW
 AI5429'FROM TRAFFIC SIGNAL POLE, 124.2 FT W FROM N END OF GUARDRAIL ALONG
 AI5429'NORTHBOUND RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0845 ***********************************************************************
 HZ0845  DESIGNATION -  I75 T 104 RM 1
 HZ0845  PID         -  HZ0845
 HZ0845  STATE/COUNTY-  KY/GRANT
 HZ0845  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0845
 HZ0845                         *CURRENT SURVEY CONTROL
 HZ0845  ___________________________________________________________________
 HZ0845* NAD 83(1986)-  38 40 57.     (N)    084 36 06.     (W)     SCALED    
 HZ0845* NAVD 88     -       297.059  (meters)     974.60   (feet)  ADJUSTED  
 HZ0845  ___________________________________________________________________
 HZ0845  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0845  DYNAMIC HT  -         296.860 (meters)     973.95  (feet)  COMP
 HZ0845  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 HZ0845
 HZ0845  VERT ORDER  -  SECOND    CLASS 0
 HZ0845
 HZ0845.The horizontal coordinates were scaled from a topographic map and have
 HZ0845.an estimated accuracy of +/- 6 seconds.
 HZ0845
 HZ0845.The orthometric height was determined by differential leveling
 HZ0845.and adjusted by the National Geodetic Survey in June 1991..
 HZ0845
 HZ0845.The geoid height was determined by GEOID03.
 HZ0845
 HZ0845.The dynamic height is computed by dividing the NAVD 88
 HZ0845.geopotential number by the normal gravity value computed on the
 HZ0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0845.degrees latitude (g = 980.6199 gals.).
 HZ0845
 HZ0845.The modeled gravity was interpolated from observed gravity values.
 HZ0845
 HZ0845;                    North         East    Units  Estimated Accuracy
 HZ0845;SPC KY1Z     - 1,261,340.    1,599,920.      MT  (+/- 180 meters Scaled)
 HZ0845
 HZ0845                          SUPERSEDED SURVEY CONTROL
 HZ0845
 HZ0845  NGVD 29 (??/??/92)  297.241  (m)          975.20   (f) ADJ UNCH    2 0
 HZ0845
 HZ0845.Superseded values are not recommended for survey control.
 HZ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0845.See file dsdata.txt to determine how the superseded data were derived.
 HZ0845
 HZ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH086842(NAD 83)
 HZ0845_MARKER: DR = REFERENCE MARK DISK
 HZ0845_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0845_SP_SET: ABUTMENT
 HZ0845_STAMPING: I75-T104 RM 1 1964
 HZ0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0845
 HZ0845  HISTORY     - Date     Condition        Report By
 HZ0845  HISTORY     - 1964     MONUMENTED       PAS
 HZ0845  HISTORY     - 1965     GOOD             PAS
 HZ0845
 HZ0845                          STATION DESCRIPTION
 HZ0845
 HZ0845'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0845'0.6 MI W FROM DRY RIDGE.
 HZ0845'ABOUT 0.6 MILE WEST OF DRY RIDGE AT THE I-75 AND STATE HIGHWAY 22
 HZ0845'INTERCHANGE, AND 16 FEET SOUTH OF THE CENTERLINE OF NORTH LANE
 HZ0845'OF HIGHWAY 22.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK
 HZ0845'DISK SET IN THE TOP OF EAST ABUTMENT OF BRIDGE AND STAMPED I75-T104
 HZ0845'R.M. 1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0844 ***********************************************************************
 HZ0844  DESIGNATION -  I75 T 104 RM 2
 HZ0844  PID         -  HZ0844
 HZ0844  STATE/COUNTY-  KY/GRANT
 HZ0844  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0844
 HZ0844                         *CURRENT SURVEY CONTROL
 HZ0844  ___________________________________________________________________
 HZ0844* NAD 83(1986)-  38 40 57.     (N)    084 36 06.     (W)     SCALED    
 HZ0844* NAVD 88     -       296.891  (meters)     974.05   (feet)  ADJUSTED  
 HZ0844  ___________________________________________________________________
 HZ0844  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0844  DYNAMIC HT  -         296.692 (meters)     973.40  (feet)  COMP
 HZ0844  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 HZ0844
 HZ0844  VERT ORDER  -  SECOND    CLASS 0
 HZ0844
 HZ0844.The horizontal coordinates were scaled from a topographic map and have
 HZ0844.an estimated accuracy of +/- 6 seconds.
 HZ0844
 HZ0844.The orthometric height was determined by differential leveling
 HZ0844.and adjusted by the National Geodetic Survey in June 1991..
 HZ0844
 HZ0844.The geoid height was determined by GEOID03.
 HZ0844
 HZ0844.The dynamic height is computed by dividing the NAVD 88
 HZ0844.geopotential number by the normal gravity value computed on the
 HZ0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0844.degrees latitude (g = 980.6199 gals.).
 HZ0844
 HZ0844.The modeled gravity was interpolated from observed gravity values.
 HZ0844
 HZ0844;                    North         East    Units  Estimated Accuracy
 HZ0844;SPC KY1Z     - 1,261,340.    1,599,920.      MT  (+/- 180 meters Scaled)
 HZ0844
 HZ0844                          SUPERSEDED SURVEY CONTROL
 HZ0844
 HZ0844  NGVD 29 (??/??/92)  297.073  (m)          974.65   (f) ADJ UNCH    2 0
 HZ0844
 HZ0844.Superseded values are not recommended for survey control.
 HZ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0844.See file dsdata.txt to determine how the superseded data were derived.
 HZ0844
 HZ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH086842(NAD 83)
 HZ0844_MARKER: DR = REFERENCE MARK DISK
 HZ0844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0844_SP_SET: BRIDGE
 HZ0844_STAMPING: I75-T104 RM 2 1964
 HZ0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0844
 HZ0844  HISTORY     - Date     Condition        Report By
 HZ0844  HISTORY     - 1964     MONUMENTED       PAS
 HZ0844  HISTORY     - 1965     GOOD             PAS
 HZ0844
 HZ0844                          STATION DESCRIPTION
 HZ0844
 HZ0844'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0844'0.6 MI W FROM DRY RIDGE.
 HZ0844'ABOUT 0.5 MILE WEST OF DRY RIDGE AT THE I-75 AND STATE HIGHWAY 22
 HZ0844'INTERCHANGE AND 17 FEET NORTH OF THE CENTERLINE OF NORTH LANE
 HZ0844'OF HIGHWAY 22.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK
 HZ0844'DISK SET IN DRILL HOLE IN THE TOP OF THE NORTH SIDEWALK OF BRIDGE
 HZ0844'AND STAMPED I-75-T104 R.M. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0850 ***********************************************************************
 HZ0850  DESIGNATION -  I75 T 105
 HZ0850  PID         -  HZ0850
 HZ0850  STATE/COUNTY-  KY/GRANT
 HZ0850  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0850
 HZ0850                         *CURRENT SURVEY CONTROL
 HZ0850  ___________________________________________________________________
 HZ0850* NAD 83(1993)-  38 43 55.14724(N)    084 36 17.82337(W)     ADJUSTED  
 HZ0850* NAVD 88     -       287.028  (meters)     941.69   (feet)  ADJUSTED  
 HZ0850  ___________________________________________________________________
 HZ0850  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 HZ0850  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0850  DYNAMIC HT  -         286.838 (meters)     941.07  (feet)  COMP
 HZ0850  MODELED GRAV-     979,959.7   (mgal)                       NAVD 88
 HZ0850
 HZ0850  HORZ ORDER  -  SECOND
 HZ0850  VERT ORDER  -  SECOND    CLASS 0
 HZ0850
 HZ0850.The horizontal coordinates were established by classical geodetic methods
 HZ0850.and adjusted by the National Geodetic Survey in April 1998..
 HZ0850
 HZ0850.The orthometric height was determined by differential leveling
 HZ0850.and adjusted by the National Geodetic Survey in June 1991..
 HZ0850
 HZ0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0850
 HZ0850.The geoid height was determined by GEOID03.
 HZ0850
 HZ0850.The dynamic height is computed by dividing the NAVD 88
 HZ0850.geopotential number by the normal gravity value computed on the
 HZ0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0850.degrees latitude (g = 980.6199 gals.).
 HZ0850
 HZ0850.The modeled gravity was interpolated from observed gravity values.
 HZ0850
 HZ0850;                    North         East     Units Scale Factor Converg.
 HZ0850;SPC KY1Z     - 1,266,830.413 1,599,563.736   MT  1.00001640   +0 42 10.9
 HZ0850;SPC KY1Z     - 4,156,259.45  5,247,902.02   sFT  1.00001640   +0 42 10.9
 HZ0850;SPC KY N     -   136,808.200   469,137.133   MT  0.99997272   -0 13 14.9
 HZ0850;SPC KY N     -   448,844.90  1,539,160.74   sFT  0.99997272   -0 13 14.9
 HZ0850;UTM  16      - 4,289,758.743   708,184.921   MT  1.00013374   +1 29 56.6
 HZ0850
 HZ0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0850!SPC KY1Z     -   0.99996027  x   1.00001640  =   0.99997667
 HZ0850!SPC KY N     -   0.99996027  x   0.99997272  =   0.99993300
 HZ0850!UTM  16      -   0.99996027  x   1.00013374  =   1.00009401
 HZ0850
 HZ0850:                Primary Azimuth Mark                     Grid Az
 HZ0850:SPC KY1Z     -  I75 T 105 AZ MK                          000 13 16.3
 HZ0850:SPC KY N     -  I75 T 105 AZ MK                          001 08 42.1
 HZ0850:UTM  16      -  I75 T 105 AZ MK                          359 25 30.6
 HZ0850
 HZ0850|---------------------------------------------------------------------|
 HZ0850| PID    Reference Object                     Distance      Geod. Az  |
 HZ0850|                                                           dddmmss.s |
 HZ0850| HZ0852 I75 T 105 AZ MK                                    0005527.2 |
 HZ0850| HZ2518 DRY RIDGE ST POLICE RAD MAST        APPROX. 2.2 KM 1471718.4 |
 HZ0850| HZ0849 I75 T 105 RM 2                       17.972 METERS 17813     |
 HZ0850| HZ2512 CRITTENDEN MUNICIPAL STANDPIPE      APPROX. 5.6 KM 3574400.9 |
 HZ0850| HZ0851 I75 T 105 RM 1                       18.705 METERS 35751     |
 HZ0850|---------------------------------------------------------------------|
 HZ0850
 HZ0850                          SUPERSEDED SURVEY CONTROL
 HZ0850
 HZ0850  NAD 83(1993)-  38 43 55.14801(N)    084 36 17.82286(W) AD(       ) 2
 HZ0850  NAD 83(1986)-  38 43 55.14653(N)    084 36 17.83217(W) AD(       ) 2
 HZ0850  NAD 27      -  38 43 54.90843(N)    084 36 18.03593(W) AD(       ) 2
 HZ0850  NGVD 29 (??/??/92)  287.212  (m)          942.29   (f) ADJ UNCH    2 0
 HZ0850
 HZ0850.Superseded values are not recommended for survey control.
 HZ0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0850.See file dsdata.txt to determine how the superseded data were derived.
 HZ0850
 HZ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0818589759(NAD 83)
 HZ0850_MARKER: DD = SURVEY DISK
 HZ0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0850_STAMPING: I75-T105 1965
 HZ0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0850+STABILITY: SURFACE MOTION
 HZ0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0850+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 HZ0850
 HZ0850  HISTORY     - Date     Condition        Report By
 HZ0850  HISTORY     - 1965     MONUMENTED       KYHD
 HZ0850  HISTORY     - 1965     GOOD             PAS
 HZ0850  HISTORY     - 20020930 GOOD             KYDT
 HZ0850
 HZ0850                          STATION DESCRIPTION
 HZ0850
 HZ0850'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 HZ0850'STATION IS LOCATED ABOUT 3.5 MILES NORTH OF DRY RIDGE AND ABOUT 3.5
 HZ0850'MILES SOUTH OF CRITTENDEN.
 HZ0850'
 HZ0850'TO REACH THE STATION FROM THE I-75 AND STATE HIGHWAY 22 INTERCHANGE
 HZ0850'ON THE WEST SIDE OF DRY RIDGE, GO NORTH ON I-75 FOR 3.5 MILES TO
 HZ0850'OVERPASS AND STATION NEAR WEST R/W FENCE.
 HZ0850'
 HZ0850'STATION MARK IS ABOUT 107 FEET SOUTH OF THE CENTER OF SHERMAN-MT.
 HZ0850'ZION ROAD, 99 FEET WEST OF THE CENTERLINE OF WEST LANE, 61 FEET SOUTH
 HZ0850'SOUTHEAST OF A TELEPHONE POLE NEAR FENCE CORNER, 10.5 FEET EAST OF
 HZ0850'WEST R/W FENCE, 10 FEET EAST OF METAL WITNESS POST AND SIGN AND ABOUT
 HZ0850'25 FEET HIGHER THAN WEST LANE.  THE MARK PROJECTS 2 INCHES AND THE
 HZ0850'DISK IS STAMPED I75-T105 1965.
 HZ0850'
 HZ0850'REFERENCE MARK NO.1 IS NORTH OF STATION, ABOUT 47 FEET SOUTH OF THE
 HZ0850'CENTER OF SHERMAN MT. ZION ROAD, 32 FEET SOUTHWEST OF THE SOUTHWEST
 HZ0850'CORNER OF OVERPASS, AND 11.5 FEET NORTHEAST OF FENCE CORNER.  THE
 HZ0850'MARK PROJECTS 1 INCH AND IS STAMPED I75-T105 NO.1 1965.
 HZ0850'
 HZ0850'REFERENCE MARK NO.2 IS SOUTH OF STATION, ABOUT 109 FEET WEST OF THE
 HZ0850'CENTERLINE OF WEST LANE, 50 FEET NORTHEAST OF NORTHEAST CORNER OF
 HZ0850'ONE STORY FRAME HOUSE, AND 10 FEET EAST OF WEST R/W FENCE THE MARK
 HZ0850'PROJECT 1 INCH AND IS STAMPED I75-T105 NO.2 1965.
 HZ0850'
 HZ0850'AZIMUTH MARK IS ABOUT 0.7 MILE NORTH OF STATION ABOUT 105 FEET EAST
 HZ0850'OF THE CENTERLINE OF I-75, 29 FEET SOUTHWEST OF POWER POLE 10623E, 25
 HZ0850'FEET SOUTH OF FENCE CORNER, 2 FEET WEST OF EAST R/W FENCE AND 1.5
 HZ0850'FEET WEST OF METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND IS
 HZ0850'STAMPED I75-T105, 1965.
 HZ0850'
 HZ0850'TO REACH AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD FOR 0.7 MILE
 HZ0850'TO MARK ON RIGHT NEAR THE EAST R/W FENCE.
 HZ0850'
 HZ0850'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0850'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0850'
 HZ0850'HEIGHT OF LIGHT ABOVE STATION MARK 1.73 METERS.
 HZ0850
 HZ0850                          STATION RECOVERY (1965)
 HZ0850
 HZ0850'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0850'3.5 MI N FROM DRY RIDGE.
 HZ0850'ABOUT 3.5 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0850'STATE HIGHWAY 22 INTERCHANGE, WHICH IS ON THE WEST SIDE OF DRY
 HZ0850'RIDGE, ABOUT 107 FEET SOUTH OF THE CENTER OF SHERMAN-MT. ZION ROAD,
 HZ0850'99.0 FEET WEST OF THE CENTERLINE OF WEST LANE, 61.0 FEET SOUTHEAST
 HZ0850'OF A TELEPHONE POLE NEAR FENCE CORNER, 10.5 FEET EAST OF WEST R/W
 HZ0850'FENCE, 10.0 FEET EAST OF METAL WITNESS POST AND SIGN AND ABOUT 25
 HZ0850'FEET HIGHER THAN WEST LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0850'SURVEY DISK PROJECTING 2 INCHES AND STAMPED I75-T105 1965.
 HZ0850
 HZ0850                          STATION RECOVERY (2002)
 HZ0850
 HZ0850'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0852 ***********************************************************************
 HZ0852  DESIGNATION -  I75 T 105 AZ MK
 HZ0852  PID         -  HZ0852
 HZ0852  STATE/COUNTY-  KY/GRANT
 HZ0852  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0852
 HZ0852                         *CURRENT SURVEY CONTROL
 HZ0852  ___________________________________________________________________
 HZ0852* NAD 83(1986)-  38 44 34.     (N)    084 36 17.     (W)     SCALED    
 HZ0852* NAVD 88     -       280.827  (meters)     921.35   (feet)  ADJUSTED  
 HZ0852  ___________________________________________________________________
 HZ0852  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0852  DYNAMIC HT  -         280.641 (meters)     920.74  (feet)  COMP
 HZ0852  MODELED GRAV-     979,961.8   (mgal)                       NAVD 88
 HZ0852
 HZ0852  VERT ORDER  -  SECOND    CLASS 0
 HZ0852
 HZ0852.The horizontal coordinates were scaled from a topographic map and have
 HZ0852.an estimated accuracy of +/- 6 seconds.
 HZ0852
 HZ0852.The orthometric height was determined by differential leveling
 HZ0852.and adjusted by the National Geodetic Survey in June 1991..
 HZ0852
 HZ0852.The geoid height was determined by GEOID03.
 HZ0852
 HZ0852.The dynamic height is computed by dividing the NAVD 88
 HZ0852.geopotential number by the normal gravity value computed on the
 HZ0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0852.degrees latitude (g = 980.6199 gals.).
 HZ0852
 HZ0852.The modeled gravity was interpolated from observed gravity values.
 HZ0852
 HZ0852;                    North         East    Units  Estimated Accuracy
 HZ0852;SPC KY1Z     - 1,268,030.    1,599,570.      MT  (+/- 180 meters Scaled)
 HZ0852
 HZ0852                          SUPERSEDED SURVEY CONTROL
 HZ0852
 HZ0852  NGVD 29 (??/??/92)  281.011  (m)          921.95   (f) ADJ UNCH    2 0
 HZ0852
 HZ0852.Superseded values are not recommended for survey control.
 HZ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0852.See file dsdata.txt to determine how the superseded data were derived.
 HZ0852
 HZ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH081909(NAD 83)
 HZ0852_MARKER: DZ = AZIMUTH MARK DISK
 HZ0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0852_STAMPING: I75-T105 1965
 HZ0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0852+STABILITY: SURFACE MOTION
 HZ0852
 HZ0852  HISTORY     - Date     Condition        Report By
 HZ0852  HISTORY     - 1965     MONUMENTED       PAS
 HZ0852
 HZ0852                          STATION DESCRIPTION
 HZ0852
 HZ0852'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0852'4 MI N FROM DRY RIDGE.
 HZ0852'ABOUT 4.2 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0852'STATE HIGHWAY 22 INTERCHANGE, WHICH IS ON THE WEST SIDE OF DRY
 HZ0852'RIDGE, ABOUT 105 FEET EAST OF THE CENTERLINE OF I-75, 29.0 FEET
 HZ0852'SOUTHWEST OF POWER POLE 10623E, 25.0 FEET SOUTH OF FENCE CORNER,
 HZ0852'2.0 FEET WEST OF EAST R/W FENCE AND 1.5 FEET WEST OF METAL WITNESS
 HZ0852'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK
 HZ0852'DISK FLUSH WITH GROUND AND STAMPED I75-T105 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0851 ***********************************************************************
 HZ0851  DESIGNATION -  I75 T 105 RM 1
 HZ0851  PID         -  HZ0851
 HZ0851  STATE/COUNTY-  KY/GRANT
 HZ0851  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0851
 HZ0851                         *CURRENT SURVEY CONTROL
 HZ0851  ___________________________________________________________________
 HZ0851* NAD 83(1986)-  38 43 55.     (N)    084 36 18.     (W)     SCALED    
 HZ0851* NAVD 88     -       286.572  (meters)     940.20   (feet)  ADJUSTED  
 HZ0851  ___________________________________________________________________
 HZ0851  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0851  DYNAMIC HT  -         286.383 (meters)     939.57  (feet)  COMP
 HZ0851  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 HZ0851
 HZ0851  VERT ORDER  -  SECOND    CLASS 0
 HZ0851
 HZ0851.The horizontal coordinates were scaled from a topographic map and have
 HZ0851.an estimated accuracy of +/- 6 seconds.
 HZ0851
 HZ0851.The orthometric height was determined by differential leveling
 HZ0851.and adjusted by the National Geodetic Survey in June 1991..
 HZ0851
 HZ0851.The geoid height was determined by GEOID03.
 HZ0851
 HZ0851.The dynamic height is computed by dividing the NAVD 88
 HZ0851.geopotential number by the normal gravity value computed on the
 HZ0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0851.degrees latitude (g = 980.6199 gals.).
 HZ0851
 HZ0851.The modeled gravity was interpolated from observed gravity values.
 HZ0851
 HZ0851;                    North         East    Units  Estimated Accuracy
 HZ0851;SPC KY1Z     - 1,266,830.    1,599,560.      MT  (+/- 180 meters Scaled)
 HZ0851
 HZ0851                          SUPERSEDED SURVEY CONTROL
 HZ0851
 HZ0851  NGVD 29 (??/??/92)  286.757  (m)          940.80   (f) ADJ UNCH    2 0
 HZ0851
 HZ0851.Superseded values are not recommended for survey control.
 HZ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0851.See file dsdata.txt to determine how the superseded data were derived.
 HZ0851
 HZ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH081897(NAD 83)
 HZ0851_MARKER: DR = REFERENCE MARK DISK
 HZ0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0851_STAMPING: I75-T105 RM 1 1965
 HZ0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0851+STABILITY: SURFACE MOTION
 HZ0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0851+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 HZ0851
 HZ0851  HISTORY     - Date     Condition        Report By
 HZ0851  HISTORY     - 1965     MONUMENTED       PAS
 HZ0851  HISTORY     - 20020930 GOOD             KYDT
 HZ0851
 HZ0851                          STATION DESCRIPTION
 HZ0851
 HZ0851'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0851'3.5 MI N FROM DRY RIDGE.
 HZ0851'ABOUT 3.5 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0851'STATE HIGHWAY 22 INTERCHANGE, WHICH IS ON THE WEST SIDE OF DRY
 HZ0851'RIDGE, ABOUT 47 FEET SOUTH OF THE CENTER OF SHERMAN-MT. ZION ROAD,
 HZ0851'32.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF OVERPASS AND 11.5
 HZ0851'FEET NORTHEAST OF FENCE CORNER.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0851'REFERENCE MARK DISK PROJECTING 1 INCH AND STAMPED I75-T105 R.M.
 HZ0851'1 1965.
 HZ0851
 HZ0851                          STATION RECOVERY (2002)
 HZ0851
 HZ0851'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0851'MARK IS 3 FEET SOUTHEAST OF R/W FENCE AND 1 FOOT NORTHWEST OF A METAL
 HZ0851'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0849 ***********************************************************************
 HZ0849  DESIGNATION -  I75 T 105 RM 2
 HZ0849  PID         -  HZ0849
 HZ0849  STATE/COUNTY-  KY/GRANT
 HZ0849  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0849
 HZ0849                         *CURRENT SURVEY CONTROL
 HZ0849  ___________________________________________________________________
 HZ0849* NAD 83(1986)-  38 43 55.     (N)    084 36 18.     (W)     SCALED    
 HZ0849* NAVD 88     -       286.742  (meters)     940.75   (feet)  ADJUSTED  
 HZ0849  ___________________________________________________________________
 HZ0849  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0849  DYNAMIC HT  -         286.553 (meters)     940.13  (feet)  COMP
 HZ0849  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 HZ0849
 HZ0849  VERT ORDER  -  SECOND    CLASS 0
 HZ0849
 HZ0849.The horizontal coordinates were scaled from a topographic map and have
 HZ0849.an estimated accuracy of +/- 6 seconds.
 HZ0849
 HZ0849.The orthometric height was determined by differential leveling
 HZ0849.and adjusted by the National Geodetic Survey in June 1991..
 HZ0849
 HZ0849.The geoid height was determined by GEOID03.
 HZ0849
 HZ0849.The dynamic height is computed by dividing the NAVD 88
 HZ0849.geopotential number by the normal gravity value computed on the
 HZ0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0849.degrees latitude (g = 980.6199 gals.).
 HZ0849
 HZ0849.The modeled gravity was interpolated from observed gravity values.
 HZ0849
 HZ0849;                    North         East    Units  Estimated Accuracy
 HZ0849;SPC KY1Z     - 1,266,830.    1,599,560.      MT  (+/- 180 meters Scaled)
 HZ0849
 HZ0849                          SUPERSEDED SURVEY CONTROL
 HZ0849
 HZ0849  NGVD 29 (??/??/92)  286.927  (m)          941.36   (f) ADJ UNCH    2 0
 HZ0849
 HZ0849.Superseded values are not recommended for survey control.
 HZ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0849.See file dsdata.txt to determine how the superseded data were derived.
 HZ0849
 HZ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH081897(NAD 83)
 HZ0849_MARKER: DR = REFERENCE MARK DISK
 HZ0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0849_STAMPING: I75-T105 RM 2 1965
 HZ0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0849+STABILITY: SURFACE MOTION
 HZ0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0849+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 HZ0849
 HZ0849  HISTORY     - Date     Condition        Report By
 HZ0849  HISTORY     - 1965     MONUMENTED       PAS
 HZ0849  HISTORY     - 20020930 GOOD             KYDT
 HZ0849
 HZ0849                          STATION DESCRIPTION
 HZ0849
 HZ0849'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0849'3.5 MI N FROM DRY RIDGE.
 HZ0849'ABOUT 3.5 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0849'STATE HIGHWAY 22 INTERCHANGE, WHICH IS ON THE WEST SIDE OF DRY
 HZ0849'RIDGE, ABOUT 109 FEET WEST OF THE CENTERLINE OF WEST LANE, 50.0 FEET
 HZ0849'NORTHEAST OF NORTHEAST CORNER OF ONE STORY FRAME HOUSE AND 10.0
 HZ0849'FEET EAST OF WEST R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0849'REFERENCE MARK DISK PROJECTING 1 INCH AND STAMPED I75-T105 R.M.
 HZ0849'2 1965.
 HZ0849
 HZ0849                          STATION RECOVERY (2002)
 HZ0849
 HZ0849'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0854 ***********************************************************************
 HZ0854  DESIGNATION -  I75 T 106
 HZ0854  PID         -  HZ0854
 HZ0854  STATE/COUNTY-  KY/GRANT
 HZ0854  USGS QUAD   -  WALTON (1984)
 HZ0854
 HZ0854                         *CURRENT SURVEY CONTROL
 HZ0854  ___________________________________________________________________
 HZ0854* NAD 83(1993)-  38 47 00.50653(N)    084 36 31.99945(W)     ADJUSTED  
 HZ0854* NAVD 88     -       280.798  (meters)     921.25   (feet)  ADJUSTED  
 HZ0854  ___________________________________________________________________
 HZ0854  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 HZ0854  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0854  DYNAMIC HT  -         280.615 (meters)     920.65  (feet)  COMP
 HZ0854  MODELED GRAV-     979,969.4   (mgal)                       NAVD 88
 HZ0854
 HZ0854  HORZ ORDER  -  SECOND
 HZ0854  VERT ORDER  -  SECOND    CLASS 0
 HZ0854
 HZ0854.The horizontal coordinates were established by classical geodetic methods
 HZ0854.and adjusted by the National Geodetic Survey in April 1998..
 HZ0854
 HZ0854.The orthometric height was determined by differential leveling
 HZ0854.and adjusted by the National Geodetic Survey in June 1991..
 HZ0854
 HZ0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0854
 HZ0854.The geoid height was determined by GEOID03.
 HZ0854
 HZ0854.The dynamic height is computed by dividing the NAVD 88
 HZ0854.geopotential number by the normal gravity value computed on the
 HZ0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0854.degrees latitude (g = 980.6199 gals.).
 HZ0854
 HZ0854.The modeled gravity was interpolated from observed gravity values.
 HZ0854
 HZ0854;                    North         East     Units Scale Factor Converg.
 HZ0854;SPC KY1Z     - 1,272,541.729 1,599,151.465   MT  1.00003025   +0 42 02.2
 HZ0854;SPC KY1Z     - 4,174,997.32  5,246,549.43   sFT  1.00003025   +0 42 02.2
 HZ0854;SPC KY N     -   142,525.144   468,817.015   MT  0.99997727   -0 13 23.7
 HZ0854;SPC KY N     -   467,601.24  1,538,110.49   sFT  0.99997727   -0 13 23.7
 HZ0854;UTM  16      - 4,295,464.396   707,693.205   MT  1.00013121   +1 29 53.8
 HZ0854
 HZ0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0854!SPC KY1Z     -   0.99996125  x   1.00003025  =   0.99999150
 HZ0854!SPC KY N     -   0.99996125  x   0.99997727  =   0.99993852
 HZ0854!UTM  16      -   0.99996125  x   1.00013121  =   1.00009246
 HZ0854
 HZ0854:                Primary Azimuth Mark                     Grid Az
 HZ0854:SPC KY1Z     -  I75 T 106 AZ MK                          017 33 38.9
 HZ0854:SPC KY N     -  I75 T 106 AZ MK                          018 29 04.8
 HZ0854:UTM  16      -  I75 T 106 AZ MK                          016 45 47.3
 HZ0854
 HZ0854|---------------------------------------------------------------------|
 HZ0854| PID    Reference Object                     Distance      Geod. Az  |
 HZ0854|                                                           dddmmss.s |
 HZ0854| HZ0856 I75 T 106 AZ MK                                    0181541.1 |
 HZ0854| HZ0855 I75 T 106 RM 1                       15.927 METERS 03312     |
 HZ0854| HZ0853 I75 T 106 RM 2                       16.484 METERS 21304     |
 HZ0854|---------------------------------------------------------------------|
 HZ0854
 HZ0854                          SUPERSEDED SURVEY CONTROL
 HZ0854
 HZ0854  NAD 83(1993)-  38 47 00.50664(N)    084 36 31.99684(W) AD(       ) 2
 HZ0854  NAD 83(1986)-  38 47 00.50233(N)    084 36 32.00718(W) AD(       ) 2
 HZ0854  NAD 27      -  38 47 00.27133(N)    084 36 32.20929(W) AD(       ) 2
 HZ0854  NGVD 29 (??/??/92)  280.992  (m)          921.89   (f) ADJ UNCH    2 0
 HZ0854
 HZ0854.Superseded values are not recommended for survey control.
 HZ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0854.See file dsdata.txt to determine how the superseded data were derived.
 HZ0854
 HZ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0769395464(NAD 83)
 HZ0854_MARKER: DD = SURVEY DISK
 HZ0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0854_STAMPING: I75-T106 1965
 HZ0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0854+STABILITY: SURFACE MOTION
 HZ0854
 HZ0854  HISTORY     - Date     Condition        Report By
 HZ0854  HISTORY     - 1965     MONUMENTED       KYHD
 HZ0854  HISTORY     - 1965     GOOD             PAS
 HZ0854
 HZ0854                          STATION DESCRIPTION
 HZ0854
 HZ0854'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 HZ0854'STATION IS LOCATED ABOUT 0.5 MILE WEST OF CRITTENDEN AND ABOUT 0.3
 HZ0854'MILE SOUTHWEST OF THE I-75 AND STATE HIGHWAYS 491 AND 1548
 HZ0854'INTERCHANGE, WHICH IS JUST NORTHWEST OF CRITTENED.
 HZ0854'
 HZ0854'STATION MARK IS ABOUT 100 FEET SOUTHEAST OF THE CENTERLINE OF EAST
 HZ0854'LANE, 41.5 FEET NORTH-NORTHWEST CORNER OF BARN, 7.5 FEET NORTHWEST OF
 HZ0854'EAST R/W FENCE, 7 FEET NORTHWEST OF METAL WITNESS POST AND SIGN AND
 HZ0854'ABOUT 20 FEET HIGHER THAN EAST LANE.  THE MARK PROJECTS 2 INCHES AND
 HZ0854'IS STAMPED I75 T106 1965.
 HZ0854'
 HZ0854'REFERENCE MARK NO 1 IS NORHTEAST OF STATION, ABOUT 99 FEET SOUTHEAST
 HZ0854'OF THE CENTERLINE OF EAST LANE, AND 8 FEET NORTHWEST OF THE EAST R/W
 HZ0854'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I75-T106 NO 1
 HZ0854'1965.
 HZ0854'
 HZ0854'REFERENCE MARK NO.2 IS SOUTHWEST OF STATION, ABOUT 144 FEET NORTH
 HZ0854'NORTHEAST OF A POWER POLE, ABOUT 100 FEET SOUTHEAST OF THE CENTERLINE
 HZ0854'OF EAST LANE AND 7.5 FEET NORTHWEST OF EAST R/W FENCE.  THE MARK
 HZ0854'PROJECTS 1 INCH AND IS STAMPED I75-T106 NO 2 1965.
 HZ0854'
 HZ0854'AZIMUTH MARK IS ABOUT 0.3 MILE NORTH NORTHEAST OF STATION AT THE I-75
 HZ0854'AND STATE HIGHWAYS 491 AND 1548 INTERCHANGE, ABOUT 136 FEET
 HZ0854'NORTHWEST END OF OVERPASS, 33 FEET OF THE CENTERLINE OF STATE
 HZ0854'HIGHWAYS 491 AND 1548 AND 13 FEET SOUTHEAST OF THE EDGE OF THE
 HZ0854'NORTHWEST RAMP.  THE MARK IS SET IN THE TOP OF THE WEST CORNER OF L
 HZ0854'SHAPED CONCRETE HEADWALL FOR PIPE CULVERT UNDER RAMP AND STAMPED I75
 HZ0854'T106 1965.
 HZ0854'
 HZ0854'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0854'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0854'
 HZ0854'HEIGHT OF LIGHT ABOVE STATION MARK 15.53 METERS.
 HZ0854
 HZ0854                          STATION RECOVERY (1965)
 HZ0854
 HZ0854'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0854'0.5 MI W FROM CRITTENDEN.
 HZ0854'ABOUT 0.5 MILE WEST OF CRITTENDEN, ABOUT 0.3 MILE SOUTHWEST OF
 HZ0854'THE I-75 AND STATE HIGHWAY 491 AND 1548 INTERCHANGE, WHICH IS JUST
 HZ0854'NORTHWEST OF CRITTENDEN, 100.0 FEET SOUTHEAST OF THE CENTERLINE
 HZ0854'OF EAST LANE, 41.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF BARN,
 HZ0854'7.5 FEET NORTHWEST OF EAST R/W FENCE, 7.0 FEET NORTHWEST OF METAL
 HZ0854'WITNESS POST AND SIGN AND ABOUT 20 FEET HIGHER THAN EAST LANE.
 HZ0854'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK PROJECTING 2 INCHES
 HZ0854'AND STAMPED I75-T106 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0856 ***********************************************************************
 HZ0856  DESIGNATION -  I75 T 106 AZ MK
 HZ0856  PID         -  HZ0856
 HZ0856  STATE/COUNTY-  KY/GRANT
 HZ0856  USGS QUAD   -  WALTON (1984)
 HZ0856
 HZ0856                         *CURRENT SURVEY CONTROL
 HZ0856  ___________________________________________________________________
 HZ0856* NAD 83(1986)-  38 47 17.     (N)    084 36 25.     (W)     SCALED    
 HZ0856* NAVD 88     -       283.067  (meters)     928.70   (feet)  ADJUSTED  
 HZ0856  ___________________________________________________________________
 HZ0856  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0856  DYNAMIC HT  -         282.883 (meters)     928.09  (feet)  COMP
 HZ0856  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 HZ0856
 HZ0856  VERT ORDER  -  SECOND    CLASS 0
 HZ0856
 HZ0856.The horizontal coordinates were scaled from a topographic map and have
 HZ0856.an estimated accuracy of +/- 6 seconds.
 HZ0856
 HZ0856.The orthometric height was determined by differential leveling
 HZ0856.and adjusted by the National Geodetic Survey in June 1991..
 HZ0856
 HZ0856.The geoid height was determined by GEOID03.
 HZ0856
 HZ0856.The dynamic height is computed by dividing the NAVD 88
 HZ0856.geopotential number by the normal gravity value computed on the
 HZ0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0856.degrees latitude (g = 980.6199 gals.).
 HZ0856
 HZ0856.The modeled gravity was interpolated from observed gravity values.
 HZ0856
 HZ0856;                    North         East    Units  Estimated Accuracy
 HZ0856;SPC KY1Z     - 1,273,050.    1,599,310.      MT  (+/- 180 meters Scaled)
 HZ0856
 HZ0856                          SUPERSEDED SURVEY CONTROL
 HZ0856
 HZ0856  NGVD 29 (??/??/92)  283.261  (m)          929.33   (f) ADJ UNCH    2 0
 HZ0856
 HZ0856.Superseded values are not recommended for survey control.
 HZ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0856.See file dsdata.txt to determine how the superseded data were derived.
 HZ0856
 HZ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH078959(NAD 83)
 HZ0856_MARKER: DD = SURVEY DISK
 HZ0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0856_SP_SET: CULVERT
 HZ0856_STAMPING: I75-T106 1965
 HZ0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0856
 HZ0856  HISTORY     - Date     Condition        Report By
 HZ0856  HISTORY     - 1965     MONUMENTED       PAS
 HZ0856
 HZ0856                          STATION DESCRIPTION
 HZ0856
 HZ0856'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0856'1 MI NW FROM CRITTENDEN.
 HZ0856'AT THE I-75 AND STATE HIGHWAYS 491 AND 1548 INTERCHANGE, ABOUT 136
 HZ0856'FEET NORTHWEST OF THE NORTHWEST END OF OVERPASS, 33.0 FEET
 HZ0856'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAYS 491 AND 1548 AND
 HZ0856'13.0 FEET SOUTHEAST OF THE EAST EDGE OF THE NORTHWEST RAMP.  A
 HZ0856'KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN THE TOP
 HZ0856'OF THE WEST CORNER OF L SHAPED CONCRETE HEADWALL FOR PIPE CULVERT
 HZ0856'UNDER RAMP AND STAMPED I75-T106 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0855 ***********************************************************************
 HZ0855  DESIGNATION -  I75 T 106 RM 1
 HZ0855  PID         -  HZ0855
 HZ0855  STATE/COUNTY-  KY/GRANT
 HZ0855  USGS QUAD   -  WALTON (1984)
 HZ0855
 HZ0855                         *CURRENT SURVEY CONTROL
 HZ0855  ___________________________________________________________________
 HZ0855* NAD 83(1986)-  38 47 00.     (N)    084 36 33.     (W)     SCALED    
 HZ0855* NAVD 88     -       280.495  (meters)     920.26   (feet)  ADJUSTED  
 HZ0855  ___________________________________________________________________
 HZ0855  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0855  DYNAMIC HT  -         280.312 (meters)     919.66  (feet)  COMP
 HZ0855  MODELED GRAV-     979,969.4   (mgal)                       NAVD 88
 HZ0855
 HZ0855  VERT ORDER  -  SECOND    CLASS 0
 HZ0855
 HZ0855.The horizontal coordinates were scaled from a topographic map and have
 HZ0855.an estimated accuracy of +/- 6 seconds.
 HZ0855
 HZ0855.The orthometric height was determined by differential leveling
 HZ0855.and adjusted by the National Geodetic Survey in June 1991..
 HZ0855
 HZ0855.The geoid height was determined by GEOID03.
 HZ0855
 HZ0855.The dynamic height is computed by dividing the NAVD 88
 HZ0855.geopotential number by the normal gravity value computed on the
 HZ0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0855.degrees latitude (g = 980.6199 gals.).
 HZ0855
 HZ0855.The modeled gravity was interpolated from observed gravity values.
 HZ0855
 HZ0855;                    North         East    Units  Estimated Accuracy
 HZ0855;SPC KY1Z     - 1,272,530.    1,599,130.      MT  (+/- 180 meters Scaled)
 HZ0855
 HZ0855                          SUPERSEDED SURVEY CONTROL
 HZ0855
 HZ0855  NGVD 29 (??/??/92)  280.689  (m)          920.89   (f) ADJ UNCH    2 0
 HZ0855
 HZ0855.Superseded values are not recommended for survey control.
 HZ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0855.See file dsdata.txt to determine how the superseded data were derived.
 HZ0855
 HZ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH076954(NAD 83)
 HZ0855_MARKER: DR = REFERENCE MARK DISK
 HZ0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0855_STAMPING: I75-T106 RM 1 1965
 HZ0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0855+STABILITY: SURFACE MOTION
 HZ0855
 HZ0855  HISTORY     - Date     Condition        Report By
 HZ0855  HISTORY     - 1965     MONUMENTED       PAS
 HZ0855
 HZ0855                          STATION DESCRIPTION
 HZ0855
 HZ0855'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0855'0.5 MI W FROM CRITTENDEN.
 HZ0855'ABOUT 0.5 MILE WEST OF CRITTENDEN, ABOUT 0.3 MILE SOUTHWEST OF THE
 HZ0855'I-75 AND STATE HIGHWAYS 491 AND 1548 INTERCHANGE, WHICH IS JUST
 HZ0855'NORTHWEST OF CRITTENDEN, ABOUT 99 FEET SOUTHEAST OF THE CENTERLINE
 HZ0855'OF EAST LANE AND 8.0 FEET NORTHWEST OF THE EAST R/W FENCE.  A
 HZ0855'KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET FLUSH
 HZ0855'WITH GROUND AND STAMPED I75-T106 R.M. 1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0853 ***********************************************************************
 HZ0853  DESIGNATION -  I75 T 106 RM 2
 HZ0853  PID         -  HZ0853
 HZ0853  STATE/COUNTY-  KY/GRANT
 HZ0853  USGS QUAD   -  WALTON (1984)
 HZ0853
 HZ0853                         *CURRENT SURVEY CONTROL
 HZ0853  ___________________________________________________________________
 HZ0853* NAD 83(1986)-  38 47 00.     (N)    084 36 33.     (W)     SCALED    
 HZ0853* NAVD 88     -       280.982  (meters)     921.86   (feet)  ADJUSTED  
 HZ0853  ___________________________________________________________________
 HZ0853  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0853  DYNAMIC HT  -         280.799 (meters)     921.25  (feet)  COMP
 HZ0853  MODELED GRAV-     979,969.4   (mgal)                       NAVD 88
 HZ0853
 HZ0853  VERT ORDER  -  SECOND    CLASS 0
 HZ0853
 HZ0853.The horizontal coordinates were scaled from a topographic map and have
 HZ0853.an estimated accuracy of +/- 6 seconds.
 HZ0853
 HZ0853.The orthometric height was determined by differential leveling
 HZ0853.and adjusted by the National Geodetic Survey in June 1991..
 HZ0853
 HZ0853.The geoid height was determined by GEOID03.
 HZ0853
 HZ0853.The dynamic height is computed by dividing the NAVD 88
 HZ0853.geopotential number by the normal gravity value computed on the
 HZ0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0853.degrees latitude (g = 980.6199 gals.).
 HZ0853
 HZ0853.The modeled gravity was interpolated from observed gravity values.
 HZ0853
 HZ0853;                    North         East    Units  Estimated Accuracy
 HZ0853;SPC KY1Z     - 1,272,530.    1,599,130.      MT  (+/- 180 meters Scaled)
 HZ0853
 HZ0853                          SUPERSEDED SURVEY CONTROL
 HZ0853
 HZ0853  NGVD 29 (??/??/92)  281.177  (m)          922.49   (f) ADJ UNCH    2 0
 HZ0853
 HZ0853.Superseded values are not recommended for survey control.
 HZ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0853.See file dsdata.txt to determine how the superseded data were derived.
 HZ0853
 HZ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH076954(NAD 83)
 HZ0853_MARKER: DR = REFERENCE MARK DISK
 HZ0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0853_STAMPING: I75-T106 RM 2 1965
 HZ0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0853+STABILITY: SURFACE MOTION
 HZ0853
 HZ0853  HISTORY     - Date     Condition        Report By
 HZ0853  HISTORY     - 1965     MONUMENTED       PAS
 HZ0853
 HZ0853                          STATION DESCRIPTION
 HZ0853
 HZ0853'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0853'0.5 MI W FROM CRITTENDEN.
 HZ0853'ABOUT 0.5 MILE WEST OF CRITTENDEN, ABOUT 0.3 MILE SOUTHWEST OF THE
 HZ0853'I-75 AND STATE HIGHWAYS 491 AND 1548 INTERCHANGE, WHICH IS JUST
 HZ0853'NORTHWEST OF CRITTENDEN, ABOUT 144 FEET NORTHEAST OF A POWER POLE,
 HZ0853'ABOUT 100 FEET SOUTHEAST OF THE CENTERLINE OF EAST LAND AND 7.5
 HZ0853'FEET NORTHWEST OF EAST R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0853'REFERENCE MARK DISK PROJECTING 1 INCH AND STAMPED I75-T106 R.M. 2
 HZ0853'1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0859 ***********************************************************************
 HZ0859  DESIGNATION -  I75 T 107
 HZ0859  PID         -  HZ0859
 HZ0859  STATE/COUNTY-  KY/KENTON
 HZ0859  USGS QUAD   -  WALTON (1984)
 HZ0859
 HZ0859                         *CURRENT SURVEY CONTROL
 HZ0859  ___________________________________________________________________
 HZ0859* NAD 83(1993)-  38 48 10.00812(N)    084 36 08.51400(W)     ADJUSTED  
 HZ0859* NAVD 88     -       281.878  (meters)     924.79   (feet)  ADJUSTED  
 HZ0859  ___________________________________________________________________
 HZ0859  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 HZ0859  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0859  DYNAMIC HT  -         281.695 (meters)     924.19  (feet)  COMP
 HZ0859  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 HZ0859
 HZ0859  HORZ ORDER  -  SECOND
 HZ0859  VERT ORDER  -  SECOND    CLASS 0
 HZ0859
 HZ0859.The horizontal coordinates were established by classical geodetic methods
 HZ0859.and adjusted by the National Geodetic Survey in April 1998..
 HZ0859
 HZ0859.The orthometric height was determined by differential leveling
 HZ0859.and adjusted by the National Geodetic Survey in June 1991..
 HZ0859
 HZ0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0859
 HZ0859.The geoid height was determined by GEOID03.
 HZ0859
 HZ0859.The dynamic height is computed by dividing the NAVD 88
 HZ0859.geopotential number by the normal gravity value computed on the
 HZ0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0859.degrees latitude (g = 980.6199 gals.).
 HZ0859
 HZ0859.The modeled gravity was interpolated from observed gravity values.
 HZ0859
 HZ0859;                    North         East     Units Scale Factor Converg.
 HZ0859;SPC KY1Z     - 1,274,691.777 1,599,691.929   MT  1.00003565   +0 42 16.6
 HZ0859;SPC KY1Z     - 4,182,051.27  5,248,322.60   sFT  1.00003565   +0 42 16.6
 HZ0859;SPC KY N     -   144,666.082   469,392.043   MT  0.99997918   -0 13 09.1
 HZ0859;SPC KY N     -   474,625.30  1,539,997.06   sFT  0.99997918   -0 13 09.1
 HZ0859;UTM  16      - 4,297,621.978   708,203.722   MT  1.00013383   +1 30 10.8
 HZ0859
 HZ0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0859!SPC KY1Z     -   0.99996108  x   1.00003565  =   0.99999673
 HZ0859!SPC KY N     -   0.99996108  x   0.99997918  =   0.99994026
 HZ0859!UTM  16      -   0.99996108  x   1.00013383  =   1.00009491
 HZ0859
 HZ0859|---------------------------------------------------------------------|
 HZ0859| PID    Reference Object                     Distance      Geod. Az  |
 HZ0859|                                                           dddmmss.s |
 HZ0859| HZ0860 I75 T 107 RM 1                       14.806 METERS 00619     |
 HZ0859| HZ0857 I75 T 107 AZ MK                                    1851330.9 |
 HZ0859| HZ0858 I75 T 107 RM 2                       13.009 METERS 18552     |
 HZ0859| HZ2512 CRITTENDEN MUNICIPAL STANDPIPE      APPROX. 2.3 KM 1911203.2 |
 HZ0859| HZ2510 WALTON MUNICIPAL TANK               APPROX. 6.3 KM 3553025.0 |
 HZ0859|---------------------------------------------------------------------|
 HZ0859
 HZ0859                          SUPERSEDED SURVEY CONTROL
 HZ0859
 HZ0859  NAD 83(1993)-  38 48 10.00638(N)    084 36 08.51112(W) AD(       ) 2
 HZ0859  NAD 83(1986)-  38 48 10.00138(N)    084 36 08.52306(W) AD(       ) 2
 HZ0859  NAD 27      -  38 48 09.77248(N)    084 36 08.72449(W) AD(       ) 2
 HZ0859  NGVD 29 (??/??/92)  282.071  (m)          925.43   (f) ADJ UNCH    2 0
 HZ0859
 HZ0859.Superseded values are not recommended for survey control.
 HZ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0859.See file dsdata.txt to determine how the superseded data were derived.
 HZ0859
 HZ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0820497622(NAD 83)
 HZ0859_MARKER: DD = SURVEY DISK
 HZ0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0859_STAMPING: I75-T107 1965
 HZ0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0859+STABILITY: SURFACE MOTION
 HZ0859
 HZ0859  HISTORY     - Date     Condition        Report By
 HZ0859  HISTORY     - 1965     MONUMENTED       KYHD
 HZ0859  HISTORY     - 1965     GOOD             PAS
 HZ0859
 HZ0859                          STATION DESCRIPTION
 HZ0859
 HZ0859'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 HZ0859'STATION IS LOCATED ABOUT 1.5 MILES NORTH OF CRITTENDEN.  IT IS ON A
 HZ0859'HIGH BANK NEAR EAST R/W FENCE OF INTERSTATE ROUTE 75.
 HZ0859'
 HZ0859'TO REACH THE STATION FROM THE INTERSTATE 75 AND STATE HIGHWAYS 491
 HZ0859'AND 1548 INTERCHANGE, GO NORTH ON I-75 FOR 0.8 MILE TO AZIMUTH MARK
 HZ0859'ON RIGHT.  CONTINUE NORTH ON I 75 FOR 0.4 MILE TO STATION ON RIGHT.
 HZ0859'
 HZ0859'STATION MARK IS ABOUT 107 FEET WEST OF EAST R/W FENCE, 1.5 FEET WEST
 HZ0859'OF METAL WITNESS POST AND SIGN AND ABOUT 25 FEET HIGHER THAN EAST
 HZ0859'LANE.  THE MARK PROJECTS 1 INCH AND IS STAMPED I75-T107 1965.
 HZ0859'
 HZ0859'REFERENCE MARK NO.2 IS 42.68 FEET SOUTH OF STATION, ABOUT 107 FEET
 HZ0859'EAST OF THE CENTERLINE OF EAST LANE AND 1.5 FEET WEST OF THE EAST R/W
 HZ0859'FENCE.  THE MARK PROJECTS 1 INCH AND IS STAMPED I75 T107 NO.2 1965.
 HZ0859'
 HZ0859'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF STATION, ABOUT 120 FEET EAST
 HZ0859'OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 1 INCH AND IS
 HZ0859'STAMPED I75-T107 1965.
 HZ0859'
 HZ0859'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0859'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0859'
 HZ0859'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 HZ0859
 HZ0859                          STATION RECOVERY (1965)
 HZ0859
 HZ0859'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0859'1.5 MI N FROM CRITTENDEN.
 HZ0859'ABOUT 1.50 MILES NORTH OF CRITTENDEN, ON A HIGH BANK NEAR THE
 HZ0859'EAST R/W FENCE OF I-75, ABOUT 107 FEET EAST OF THE CENTERLINE OF
 HZ0859'EAST LANE, 2.0 FEET WEST OF EAST R/W FENCE AND 1.5 FEET WEST OF
 HZ0859'METAL WITNESS POST AND SIGN AND ABOUT 25 FEET HIGHER THAN EAST LANE.
 HZ0859'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK PROJECTING 1 INCH
 HZ0859'AND STAMPED I75-T107 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0857 ***********************************************************************
 HZ0857  DESIGNATION -  I75 T 107 AZ MK
 HZ0857  PID         -  HZ0857
 HZ0857  STATE/COUNTY-  KY/KENTON
 HZ0857  USGS QUAD   -  WALTON (1984)
 HZ0857
 HZ0857                         *CURRENT SURVEY CONTROL
 HZ0857  ___________________________________________________________________
 HZ0857* NAD 83(1986)-  38 47 53.     (N)    084 36 11.     (W)     SCALED    
 HZ0857* NAVD 88     -       278.039  (meters)     912.20   (feet)  ADJUSTED  
 HZ0857  ___________________________________________________________________
 HZ0857  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0857  DYNAMIC HT  -         277.858 (meters)     911.61  (feet)  COMP
 HZ0857  MODELED GRAV-     979,971.3   (mgal)                       NAVD 88
 HZ0857
 HZ0857  VERT ORDER  -  SECOND    CLASS 0
 HZ0857
 HZ0857.The horizontal coordinates were scaled from a topographic map and have
 HZ0857.an estimated accuracy of +/- 6 seconds.
 HZ0857
 HZ0857.The orthometric height was determined by differential leveling
 HZ0857.and adjusted by the National Geodetic Survey in June 1991..
 HZ0857
 HZ0857.The geoid height was determined by GEOID03.
 HZ0857
 HZ0857.The dynamic height is computed by dividing the NAVD 88
 HZ0857.geopotential number by the normal gravity value computed on the
 HZ0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0857.degrees latitude (g = 980.6199 gals.).
 HZ0857
 HZ0857.The modeled gravity was interpolated from observed gravity values.
 HZ0857
 HZ0857;                    North         East    Units  Estimated Accuracy
 HZ0857;SPC KY1Z     - 1,274,170.    1,599,640.      MT  (+/- 180 meters Scaled)
 HZ0857
 HZ0857                          SUPERSEDED SURVEY CONTROL
 HZ0857
 HZ0857  NGVD 29 (??/??/92)  278.231  (m)          912.83   (f) ADJ UNCH    2 0
 HZ0857
 HZ0857.Superseded values are not recommended for survey control.
 HZ0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0857.See file dsdata.txt to determine how the superseded data were derived.
 HZ0857
 HZ0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH081970(NAD 83)
 HZ0857_MARKER: DZ = AZIMUTH MARK DISK
 HZ0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0857_STAMPING: I75-T107 1965
 HZ0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0857+STABILITY: SURFACE MOTION
 HZ0857
 HZ0857  HISTORY     - Date     Condition        Report By
 HZ0857  HISTORY     - 1965     MONUMENTED       PAS
 HZ0857
 HZ0857                          STATION DESCRIPTION
 HZ0857
 HZ0857'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0857'1 MI N FROM CRITTENDEN.
 HZ0857'ABOUT 0.8 MILE NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0857'STATE HIGHWAYS 491 AND 1548 INTERCHANGE, WHICH IS ABOUT 0.5 MILE
 HZ0857'NORTHWEST OF CRITTENDEN, ABOUT 120 FEET EAST OF THE CENTERLINE OF
 HZ0857'EAST LANE, 2.5 FEET WEST OF THE EAST R/W FENCE AND 2.0 FEET WEST
 HZ0857'OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0857'AZIMUTH MARK DISK PROJECTING 1 INCH AND STAMPED I75-T107 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0860 ***********************************************************************
 HZ0860  DESIGNATION -  I75 T 107 RM 1
 HZ0860  PID         -  HZ0860
 HZ0860  STATE/COUNTY-  KY/KENTON
 HZ0860  USGS QUAD   -  WALTON (1984)
 HZ0860
 HZ0860                         *CURRENT SURVEY CONTROL
 HZ0860  ___________________________________________________________________
 HZ0860* NAD 83(1986)-  38 48 10.     (N)    084 36 09.     (W)     SCALED    
 HZ0860* NAVD 88     -       281.756  (meters)     924.39   (feet)  ADJUSTED  
 HZ0860  ___________________________________________________________________
 HZ0860  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0860  DYNAMIC HT  -         281.574 (meters)     923.80  (feet)  COMP
 HZ0860  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 HZ0860
 HZ0860  VERT ORDER  -  SECOND    CLASS 0
 HZ0860
 HZ0860.The horizontal coordinates were scaled from a topographic map and have
 HZ0860.an estimated accuracy of +/- 6 seconds.
 HZ0860
 HZ0860.The orthometric height was determined by differential leveling
 HZ0860.and adjusted by the National Geodetic Survey in June 1991..
 HZ0860
 HZ0860.The geoid height was determined by GEOID03.
 HZ0860
 HZ0860.The dynamic height is computed by dividing the NAVD 88
 HZ0860.geopotential number by the normal gravity value computed on the
 HZ0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0860.degrees latitude (g = 980.6199 gals.).
 HZ0860
 HZ0860.The modeled gravity was interpolated from observed gravity values.
 HZ0860
 HZ0860;                    North         East    Units  Estimated Accuracy
 HZ0860;SPC KY1Z     - 1,274,690.    1,599,680.      MT  (+/- 180 meters Scaled)
 HZ0860
 HZ0860                          SUPERSEDED SURVEY CONTROL
 HZ0860
 HZ0860  NGVD 29 (??/??/92)  281.949  (m)          925.03   (f) ADJ UNCH    2 0
 HZ0860
 HZ0860.Superseded values are not recommended for survey control.
 HZ0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0860.See file dsdata.txt to determine how the superseded data were derived.
 HZ0860
 HZ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH081976(NAD 83)
 HZ0860_MARKER: DR = REFERENCE MARK DISK
 HZ0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0860_STAMPING: I75-T107 RM 1 1965
 HZ0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0860+STABILITY: SURFACE MOTION
 HZ0860
 HZ0860  HISTORY     - Date     Condition        Report By
 HZ0860  HISTORY     - 1965     MONUMENTED       PAS
 HZ0860
 HZ0860                          STATION DESCRIPTION
 HZ0860
 HZ0860'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0860'1.5 MI N FROM CRITTENDEN.
 HZ0860'ABOUT 1.50 MILES NORTH OF CRITTENDEN, ABOUT 107 FEET EAST OF THE
 HZ0860'CENTERLINE OF EAST LAND AND 1.5 FEET WEST OF EAST R/W FENCE.  A
 HZ0860'KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK PROJECTING 2
 HZ0860'INCHES AND STAMPED I75-T107 R.M. 1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0858 ***********************************************************************
 HZ0858  DESIGNATION -  I75 T 107 RM 2
 HZ0858  PID         -  HZ0858
 HZ0858  STATE/COUNTY-  KY/KENTON
 HZ0858  USGS QUAD   -  WALTON (1984)
 HZ0858
 HZ0858                         *CURRENT SURVEY CONTROL
 HZ0858  ___________________________________________________________________
 HZ0858* NAD 83(1986)-  38 48 10.     (N)    084 36 09.     (W)     SCALED    
 HZ0858* NAVD 88     -       281.539  (meters)     923.68   (feet)  ADJUSTED  
 HZ0858  ___________________________________________________________________
 HZ0858  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0858  DYNAMIC HT  -         281.356 (meters)     923.08  (feet)  COMP
 HZ0858  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 HZ0858
 HZ0858  VERT ORDER  -  SECOND    CLASS 0
 HZ0858
 HZ0858.The horizontal coordinates were scaled from a topographic map and have
 HZ0858.an estimated accuracy of +/- 6 seconds.
 HZ0858
 HZ0858.The orthometric height was determined by differential leveling
 HZ0858.and adjusted by the National Geodetic Survey in June 1991..
 HZ0858
 HZ0858.The geoid height was determined by GEOID03.
 HZ0858
 HZ0858.The dynamic height is computed by dividing the NAVD 88
 HZ0858.geopotential number by the normal gravity value computed on the
 HZ0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0858.degrees latitude (g = 980.6199 gals.).
 HZ0858
 HZ0858.The modeled gravity was interpolated from observed gravity values.
 HZ0858
 HZ0858;                    North         East    Units  Estimated Accuracy
 HZ0858;SPC KY1Z     - 1,274,690.    1,599,680.      MT  (+/- 180 meters Scaled)
 HZ0858
 HZ0858                          SUPERSEDED SURVEY CONTROL
 HZ0858
 HZ0858  NGVD 29 (??/??/92)  281.732  (m)          924.32   (f) ADJ UNCH    2 0
 HZ0858
 HZ0858.Superseded values are not recommended for survey control.
 HZ0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0858.See file dsdata.txt to determine how the superseded data were derived.
 HZ0858
 HZ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH081976(NAD 83)
 HZ0858_MARKER: DR = REFERENCE MARK DISK
 HZ0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0858_STAMPING: I75-T107 RM 2 1965
 HZ0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0858+STABILITY: SURFACE MOTION
 HZ0858
 HZ0858  HISTORY     - Date     Condition        Report By
 HZ0858  HISTORY     - 1965     MONUMENTED       PAS
 HZ0858
 HZ0858                          STATION DESCRIPTION
 HZ0858
 HZ0858'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0858'1.5 MI N FROM CRITTENDEN.
 HZ0858'ABOUT 1.50 MILES NORTH OF CRITTENDEN, ABOUT 107 FEET EAST OF THE
 HZ0858'CENTERLINE OF EAST LAND AND 1.5 FEET WEST OF THE EAST R/W FENCE.
 HZ0858'A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK PROJECTING
 HZ0858'1 INCH AND STAMPED I75-T107 R.M. 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0863 ***********************************************************************
 HZ0863  DESIGNATION -  I75 T 108
 HZ0863  PID         -  HZ0863
 HZ0863  STATE/COUNTY-  KY/KENTON
 HZ0863  USGS QUAD   -  WALTON (1984)
 HZ0863
 HZ0863                         *CURRENT SURVEY CONTROL
 HZ0863  ___________________________________________________________________
 HZ0863* NAD 83(1993)-  38 49 45.59581(N)    084 36 02.25960(W)     ADJUSTED  
 HZ0863* NAVD 88     -       275.078  (meters)     902.49   (feet)  ADJUSTED  
 HZ0863  ___________________________________________________________________
 HZ0863  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 HZ0863  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0863  DYNAMIC HT  -         274.901 (meters)     901.90  (feet)  COMP
 HZ0863  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 HZ0863
 HZ0863  HORZ ORDER  -  SECOND
 HZ0863  VERT ORDER  -  SECOND    CLASS 0
 HZ0863
 HZ0863.The horizontal coordinates were established by classical geodetic methods
 HZ0863.and adjusted by the National Geodetic Survey in April 1998..
 HZ0863
 HZ0863.The orthometric height was determined by differential leveling
 HZ0863.and adjusted by the National Geodetic Survey in June 1991..
 HZ0863
 HZ0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0863
 HZ0863.The geoid height was determined by GEOID03.
 HZ0863
 HZ0863.The dynamic height is computed by dividing the NAVD 88
 HZ0863.geopotential number by the normal gravity value computed on the
 HZ0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0863.degrees latitude (g = 980.6199 gals.).
 HZ0863
 HZ0863.The modeled gravity was interpolated from observed gravity values.
 HZ0863
 HZ0863;                    North         East     Units Scale Factor Converg.
 HZ0863;SPC KY1Z     - 1,277,641.132 1,599,806.535   MT  1.00004327   +0 42 20.4
 HZ0863;SPC KY1Z     - 4,191,727.61  5,248,698.61   sFT  1.00004327   +0 42 20.4
 HZ0863;SPC KY N     -   147,613.032   469,554.175   MT  0.99998200   -0 13 05.2
 HZ0863;SPC KY N     -   484,293.76  1,540,528.99   sFT  0.99998200   -0 13 05.2
 HZ0863;UTM  16      - 4,300,572.923   708,277.204   MT  1.00013420   +1 30 17.8
 HZ0863
 HZ0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0863!SPC KY1Z     -   0.99996215  x   1.00004327  =   1.00000542
 HZ0863!SPC KY N     -   0.99996215  x   0.99998200  =   0.99994415
 HZ0863!UTM  16      -   0.99996215  x   1.00013420  =   1.00009635
 HZ0863
 HZ0863|---------------------------------------------------------------------|
 HZ0863| PID    Reference Object                     Distance      Geod. Az  |
 HZ0863|                                                           dddmmss.s |
 HZ0863| HZ0864 I75 T 108 RM 1                       16.589 METERS 14720     |
 HZ0863| HZ0861 I75 T 108 AZ MK                                    1784641.2 |
 HZ0863| HZ0862 I75 T 108 RM 2                       16.552 METERS 33618     |
 HZ0863|---------------------------------------------------------------------|
 HZ0863
 HZ0863                          SUPERSEDED SURVEY CONTROL
 HZ0863
 HZ0863  NAD 83(1993)-  38 49 45.59274(N)    084 36 02.25642(W) AD(       ) 2
 HZ0863  NAD 83(1986)-  38 49 45.58704(N)    084 36 02.27005(W) AD(       ) 2
 HZ0863  NAD 27      -  38 49 45.35981(N)    084 36 02.47051(W) AD(       ) 2
 HZ0863  NGVD 29 (??/??/92)  275.269  (m)          903.11   (f) ADJ UNCH    2 0
 HZ0863
 HZ0863.Superseded values are not recommended for survey control.
 HZ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0863.See file dsdata.txt to determine how the superseded data were derived.
 HZ0863
 HZ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0827700573(NAD 83)
 HZ0863_MARKER: DD = SURVEY DISK
 HZ0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0863_STAMPING: I75-T108 1965
 HZ0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0863+STABILITY: SURFACE MOTION
 HZ0863
 HZ0863  HISTORY     - Date     Condition        Report By
 HZ0863  HISTORY     - 1965     MONUMENTED       KYHD
 HZ0863  HISTORY     - 1965     GOOD             PAS
 HZ0863  HISTORY     - 1986     GOOD             LOCSUR
 HZ0863
 HZ0863                          STATION DESCRIPTION
 HZ0863
 HZ0863'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 HZ0863'STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF WALTON, ABOUT 3.25
 HZ0863'NORTH OF CRITTENDEN ON A BANK NEAR THE EAST R/W FENCE OF I-75 AND
 HZ0863'ABOUT 0.15 MILE NORTHWEST OF EADS ROAD OVERPASS.
 HZ0863'
 HZ0863'TO REACH THE STATION FROM THE I-75 AND STATE HIGHWAYS 14 AND 16
 HZ0863'INTERCHANGE WHICH IS ABOUT 0.75 MILE WEST OF WALTON, GO SOUTHEAST ON
 HZ0863'I-75 FOR 2.6 MILE TO STATION ON LEFT.
 HZ0863'
 HZ0863'STATION MARK IS ABOUT 101 FEET NORTHEAST OF CENTERLINE OF EAST LANE,
 HZ0863'6.5 FEET SOUTHWEST OF THE EAST R/W FENCE, 6 FEET SOUTHWEST OF METAL
 HZ0863'WITNESS POST AND SIGN, AND ABOUT 20 FEET HIGHER THAN EAST LANE.
 HZ0863'THE MARK PROJECTS 2 INCHES AND IS STAMPED I75 T108 1965.
 HZ0863'
 HZ0863'REFERENCE MARK NO.1 IS SOUTHEAST OF STATION, ABOUT 106 FEET NORTHEAST
 HZ0863'OF THE CENTERLINE OF EAST LANE AND 2 FEET SOUTHWEST OF EAST R/W
 HZ0863'FENCE. THE MARK PROJECTS 2 INCHES AND IS STAMPED I75-T108 NO.1 1965.
 HZ0863'REFERENCE MARK NO.2 IS NORTHWEST OF STATION, ABOUT 106 FEET NORTHEAST
 HZ0863'OF THE CENTERLINE OF EAST LANE AND 2 FEET SOUTHWEST OF EAST R/W
 HZ0863'FENCE. THE MARK PROJECTS 2 INCHES AND IS STAMPED I75-T108 NO.2 1965.
 HZ0863'
 HZ0863'AZIMUTH MARK IS ABOUT 0.8 MILE SOUTH-SOUTHEAST OF STATION, ABOUT 107
 HZ0863'FEET EAST OF THE CENTERLINE OF EAST LANE, 2 FEET SOUTHWEST OF METAL
 HZ0863'WITNESS POST AND SIGN, 1.5 FEET WEST OF EAST R/W FENCE AND ABOUT 25
 HZ0863'FEET HIGHER THAN THE EAST LANE.  THE MARK PROJECTS 2 INCHES AND IS
 HZ0863'STAMPED I75-T108 1965.
 HZ0863'
 HZ0863'TO REACH AZIMUTH MARK FROM STATION, CONTINUE AHEAD FOR 0.8 MILE TO
 HZ0863'MARK ON LEFT NEAR EAST R/W FENCE.
 HZ0863'
 HZ0863'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0863'DEPARMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0863'
 HZ0863'HEIGHT OF LIGHT ABOVE STATION MARK 15.29 METERS.
 HZ0863
 HZ0863                          STATION RECOVERY (1965)
 HZ0863
 HZ0863'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0863'1.2 MI S FROM WALTON.
 HZ0863'ABOUT 2.6 MILES SOUTHEAST ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0863'AND STATE HIGHWAYS 14 AND 16 INTERCHANGE, WHICH IS ABOUT 0.75 MILE
 HZ0863'WEST OF WALTON, ABOUT 101 FEET NORTHEAST OF THE CENTERLINE OF EAST
 HZ0863'LANE, 6.5 FEET SOUTHWEST OF THE EAST R/W FENCE, 6.0 FEET SOUTHWEST
 HZ0863'OF METAL WITNESS POST AND SIGN AND ABOUT 20 FEET HIGHER THAN EAST
 HZ0863'LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK PROJECTING
 HZ0863'2 INCHES AND STAMPED I75-T108 1965.
 HZ0863
 HZ0863                          STATION RECOVERY (1986)
 HZ0863
 HZ0863'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (BD)
 HZ0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0861 ***********************************************************************
 HZ0861  DESIGNATION -  I75 T 108 AZ MK
 HZ0861  PID         -  HZ0861
 HZ0861  STATE/COUNTY-  KY/KENTON
 HZ0861  USGS QUAD   -  WALTON (1984)
 HZ0861
 HZ0861                         *CURRENT SURVEY CONTROL
 HZ0861  ___________________________________________________________________
 HZ0861* NAD 83(1986)-  38 49 06.     (N)    084 36 01.     (W)     SCALED    
 HZ0861* NAVD 88     -       282.820  (meters)     927.89   (feet)  ADJUSTED  
 HZ0861  ___________________________________________________________________
 HZ0861  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0861  DYNAMIC HT  -         282.637 (meters)     927.28  (feet)  COMP
 HZ0861  MODELED GRAV-     979,973.8   (mgal)                       NAVD 88
 HZ0861
 HZ0861  VERT ORDER  -  SECOND    CLASS 0
 HZ0861
 HZ0861.The horizontal coordinates were scaled from a topographic map and have
 HZ0861.an estimated accuracy of +/- 6 seconds.
 HZ0861
 HZ0861.The orthometric height was determined by differential leveling
 HZ0861.and adjusted by the National Geodetic Survey in June 1991..
 HZ0861
 HZ0861.The geoid height was determined by GEOID03.
 HZ0861
 HZ0861.The dynamic height is computed by dividing the NAVD 88
 HZ0861.geopotential number by the normal gravity value computed on the
 HZ0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0861.degrees latitude (g = 980.6199 gals.).
 HZ0861
 HZ0861.The modeled gravity was interpolated from observed gravity values.
 HZ0861
 HZ0861;                    North         East    Units  Estimated Accuracy
 HZ0861;SPC KY1Z     - 1,276,420.    1,599,850.      MT  (+/- 180 meters Scaled)
 HZ0861
 HZ0861                          SUPERSEDED SURVEY CONTROL
 HZ0861
 HZ0861  NGVD 29 (??/??/92)  283.011  (m)          928.51   (f) ADJ UNCH    2 0
 HZ0861
 HZ0861.Superseded values are not recommended for survey control.
 HZ0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0861.See file dsdata.txt to determine how the superseded data were derived.
 HZ0861
 HZ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH083993(NAD 83)
 HZ0861_MARKER: DZ = AZIMUTH MARK DISK
 HZ0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0861_STAMPING: I75-T108 1965
 HZ0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0861+STABILITY: SURFACE MOTION
 HZ0861
 HZ0861  HISTORY     - Date     Condition        Report By
 HZ0861  HISTORY     - 1965     MONUMENTED       PAS
 HZ0861
 HZ0861                          STATION DESCRIPTION
 HZ0861
 HZ0861'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0861'1.7 MI S FROM WALTON.
 HZ0861'ABOUT 3.4 MILES SOUTHEAST ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0861'AND STATE HIGHWAYS 14 AND 16 INTERCHANGE, WHICH IS ABOUT 0.75 MILE
 HZ0861'WEST OF WALTON, ABOUT 107 FEET EAST OF THE CENTERLINE OF EAST LANE,
 HZ0861'1.5 FEET WEST OF EAST R/W FENCE, 2.0 FEET SOUTHWEST OF METAL
 HZ0861'WITNESS POST AND SIGN AND ABOUT 25 FEET HIGHER THAN THE EAST LANE.
 HZ0861'A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK PROJECTING
 HZ0861'2 INCHES AND STAMPED I75-T108 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0864 ***********************************************************************
 HZ0864  DESIGNATION -  I75 T 108 RM 1
 HZ0864  PID         -  HZ0864
 HZ0864  STATE/COUNTY-  KY/KENTON
 HZ0864  USGS QUAD   -  WALTON (1984)
 HZ0864
 HZ0864                         *CURRENT SURVEY CONTROL
 HZ0864  ___________________________________________________________________
 HZ0864* NAD 83(1986)-  38 49 45.     (N)    084 36 02.     (W)     SCALED    
 HZ0864* NAVD 88     -       274.614  (meters)     900.96   (feet)  ADJUSTED  
 HZ0864  ___________________________________________________________________
 HZ0864  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0864  DYNAMIC HT  -         274.437 (meters)     900.38  (feet)  COMP
 HZ0864  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 HZ0864
 HZ0864  VERT ORDER  -  SECOND    CLASS 0
 HZ0864
 HZ0864.The horizontal coordinates were scaled from a topographic map and have
 HZ0864.an estimated accuracy of +/- 6 seconds.
 HZ0864
 HZ0864.The orthometric height was determined by differential leveling
 HZ0864.and adjusted by the National Geodetic Survey in June 1991..
 HZ0864
 HZ0864.The geoid height was determined by GEOID03.
 HZ0864
 HZ0864.The dynamic height is computed by dividing the NAVD 88
 HZ0864.geopotential number by the normal gravity value computed on the
 HZ0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0864.degrees latitude (g = 980.6199 gals.).
 HZ0864
 HZ0864.The modeled gravity was interpolated from observed gravity values.
 HZ0864
 HZ0864;                    North         East    Units  Estimated Accuracy
 HZ0864;SPC KY1Z     - 1,277,620.    1,599,810.      MT  (+/- 180 meters Scaled)
 HZ0864
 HZ0864                          SUPERSEDED SURVEY CONTROL
 HZ0864
 HZ0864  NGVD 29 (??/??/92)  274.804  (m)          901.59   (f) ADJ UNCH    2 0
 HZ0864
 HZ0864.Superseded values are not recommended for survey control.
 HZ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0864.See file dsdata.txt to determine how the superseded data were derived.
 HZ0864
 HZ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ082005(NAD 83)
 HZ0864_MARKER: DR = REFERENCE MARK DISK
 HZ0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0864_STAMPING: I75-T108 RM 1 1965
 HZ0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0864+STABILITY: SURFACE MOTION
 HZ0864
 HZ0864  HISTORY     - Date     Condition        Report By
 HZ0864  HISTORY     - 1965     MONUMENTED       PAS
 HZ0864
 HZ0864                          STATION DESCRIPTION
 HZ0864
 HZ0864'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0864'1.2 MI S FROM WALTON.
 HZ0864'ABOUT 2.6 MILES SOUTHEAST ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0864'AND STATE HIGHWAYS 14 AND 16 INTERCHANGE, WHICH IS ABOUT 0.75 MILE
 HZ0864'WEST OF WALTON, ABOUT 106 FEET NORTHEAST OF THE CENTERLINE OF
 HZ0864'EAST LANE AND 2.0 FEET SOUTHWEST OF THE EAST R/W FENCE.  A
 HZ0864'KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK PROJECTING
 HZ0864'2 INCHES AND STAMPED I75-T108 R.M. 1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0862 ***********************************************************************
 HZ0862  DESIGNATION -  I75 T 108 RM 2
 HZ0862  PID         -  HZ0862
 HZ0862  STATE/COUNTY-  KY/KENTON
 HZ0862  USGS QUAD   -  WALTON (1984)
 HZ0862
 HZ0862                         *CURRENT SURVEY CONTROL
 HZ0862  ___________________________________________________________________
 HZ0862* NAD 83(1986)-  38 49 45.     (N)    084 36 02.     (W)     SCALED    
 HZ0862* NAVD 88     -       274.927  (meters)     901.99   (feet)  ADJUSTED  
 HZ0862  ___________________________________________________________________
 HZ0862  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0862  DYNAMIC HT  -         274.749 (meters)     901.41  (feet)  COMP
 HZ0862  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 HZ0862
 HZ0862  VERT ORDER  -  SECOND    CLASS 0
 HZ0862
 HZ0862.The horizontal coordinates were scaled from a topographic map and have
 HZ0862.an estimated accuracy of +/- 6 seconds.
 HZ0862
 HZ0862.The orthometric height was determined by differential leveling
 HZ0862.and adjusted by the National Geodetic Survey in June 1991..
 HZ0862
 HZ0862.The geoid height was determined by GEOID03.
 HZ0862
 HZ0862.The dynamic height is computed by dividing the NAVD 88
 HZ0862.geopotential number by the normal gravity value computed on the
 HZ0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0862.degrees latitude (g = 980.6199 gals.).
 HZ0862
 HZ0862.The modeled gravity was interpolated from observed gravity values.
 HZ0862
 HZ0862;                    North         East    Units  Estimated Accuracy
 HZ0862;SPC KY1Z     - 1,277,620.    1,599,810.      MT  (+/- 180 meters Scaled)
 HZ0862
 HZ0862                          SUPERSEDED SURVEY CONTROL
 HZ0862
 HZ0862  NGVD 29 (??/??/92)  275.117  (m)          902.61   (f) ADJ UNCH    2 0
 HZ0862
 HZ0862.Superseded values are not recommended for survey control.
 HZ0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0862.See file dsdata.txt to determine how the superseded data were derived.
 HZ0862
 HZ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ082005(NAD 83)
 HZ0862_MARKER: DR = REFERENCE MARK DISK
 HZ0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0862_STAMPING: I75-T108 RM 2 1965
 HZ0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0862+STABILITY: SURFACE MOTION
 HZ0862
 HZ0862  HISTORY     - Date     Condition        Report By
 HZ0862  HISTORY     - 1965     MONUMENTED       PAS
 HZ0862
 HZ0862                          STATION DESCRIPTION
 HZ0862
 HZ0862'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0862'1.2 MI S FROM WALTON.
 HZ0862'ABOUT 2.6 MILES SOUTHEAST ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0862'AND STATE HIGHWAYS 14 AND 16 INTERCHANGE, WHICH IS ABOUT 0.75 MILE
 HZ0862'WEST OF WALTON, ABOUT 106 FEET NORTHEAST OF THE CENTERLINE OF EAST
 HZ0862'LANE AND 2.0 FEET SOUTHWEST OF THE EAST R/W FENCE.  A KENTUCKY
 HZ0862'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK PROJECTING 2 INCHES AND
 HZ0862'STAMPED I75-T108 R.M. 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2511 ***********************************************************************
 HZ2511  DESIGNATION -  I75 T 109
 HZ2511  PID         -  HZ2511
 HZ2511  STATE/COUNTY-  KY/BOONE
 HZ2511  USGS QUAD   -  WALTON (1984)
 HZ2511
 HZ2511                         *CURRENT SURVEY CONTROL
 HZ2511  ___________________________________________________________________
 HZ2511* NAD 83(1993)-  38 51 22.18498(N)    084 37 19.78353(W)     ADJUSTED  
 HZ2511* NAVD 88     -       273.0    (meters)     896.     (feet)  VERTCON   
 HZ2511  ___________________________________________________________________
 HZ2511  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 HZ2511  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ2511
 HZ2511  HORZ ORDER  -  SECOND
 HZ2511
 HZ2511.The horizontal coordinates were established by classical geodetic methods
 HZ2511.and adjusted by the National Geodetic Survey in April 1998..
 HZ2511
 HZ2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2511
 HZ2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2511
 HZ2511.The geoid height was determined by GEOID03.
 HZ2511
 HZ2511;                    North         East     Units Scale Factor Converg.
 HZ2511;SPC KY1Z     - 1,280,596.741 1,597,900.673   MT  1.00005119   +0 41 32.8
 HZ2511;SPC KY1Z     - 4,201,424.47  5,242,445.79   sFT  1.00005119   +0 41 32.8
 HZ2511;SPC KY N     -   150,598.797   467,696.335   MT  0.99998506   -0 13 53.4
 HZ2511;SPC KY N     -   494,089.55  1,534,433.73   sFT  0.99998506   -0 13 53.4
 HZ2511;UTM  16      - 4,303,501.889   706,330.123   MT  1.00012426   +1 29 32.3
 HZ2511
 HZ2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2511!SPC KY1Z     -   0.99996248  x   1.00005119  =   1.00001367
 HZ2511!SPC KY N     -   0.99996248  x   0.99998506  =   0.99994754
 HZ2511!UTM  16      -   0.99996248  x   1.00012426  =   1.00008674
 HZ2511
 HZ2511|---------------------------------------------------------------------|
 HZ2511| PID    Reference Object                     Distance      Geod. Az  |
 HZ2511|                                                           dddmmss.s |
 HZ2511| DC2300 I75 T 109 RM 2                       14.503 METERS 17300     |
 HZ2511| DC2298 I71 L 90                                           3421253.3 |
 HZ2511| DC2299 I75 T 109 RM 1                       15.555 METERS 35608     |
 HZ2511|---------------------------------------------------------------------|
 HZ2511
 HZ2511                          SUPERSEDED SURVEY CONTROL
 HZ2511
 HZ2511  NAD 83(1993)-  38 51 22.18582(N)    084 37 19.78359(W) AD(       ) 2
 HZ2511  NAD 83(1986)-  38 51 22.17931(N)    084 37 19.79859(W) AD(       ) 2
 HZ2511  NAD 27      -  38 51 21.95194(N)    084 37 19.99458(W) AD(       ) 2
 HZ2511  NGVD 29 (07/19/86)  273.2    (m)          896.     (f) VERT ANG       
 HZ2511
 HZ2511.Superseded values are not recommended for survey control.
 HZ2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2511.See file dsdata.txt to determine how the superseded data were derived.
 HZ2511
 HZ2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0633003502(NAD 83)
 HZ2511_MARKER: DD = SURVEY DISK
 HZ2511_SETTING: 0 = UNSPECIFIED SETTING
 HZ2511
 HZ2511  HISTORY     - Date     Condition        Report By
 HZ2511  HISTORY     - 1965     MONUMENTED       KYHD
 HZ2511
 HZ2511                          STATION DESCRIPTION
 HZ2511
 HZ2511'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 HZ2511'STATION IS LOCATED ABOUT 0.2 MILE SOUTH OF THE I-75 AND STATE
 HZ2511'HIGHWAYS 14 AND 16 INTERCHANGE, WHICH IS ABOUT 0.75 MILE WEST OF
 HZ2511'WALTON.
 HZ2511'
 HZ2511'STATION MARK IS ABOUT 107 FEET EAST OF THE CENTERLINE OF EAST LANE,
 HZ2511'52.5 FEET SOUTHWEST OF POWER POLE 408, 34 FEET WEST OF THE CENTER OF
 HZ2511'BLACK TOP ROAD THAT PARALLELS EAST R/W FENCE, 3 FEET WEST OF EAST
 HZ2511'R/W FENCE AND 2.5 FEET WEST OF METAL WITNESS POST AND SIGN AND ABOUT
 HZ2511'30 FEET HIGHER THAN EAST LANE.  THE MARK PROJECTS 1 INCH AND IS
 HZ2511'STAMPED I75-T109 1965.
 HZ2511'
 HZ2511'REFERENCE MARK NO.1 IS 51.03 FEET NORTH OF STATION.  ABOUT 108 FEET
 HZ2511'EAST OF THE CENTERLINE OF EAST LANE, 28 FEET WEST OF POWER POLE 408
 HZ2511'AND 2 FEET WEST OF EAST R/W FENCE.  THE MARK PORJECTS 1 INCH AND IS
 HZ2511'STAMPED I75-T109 NO.2 1965.
 HZ2511'
 HZ2511'REFERENCE NO.2 IS 47.58 FEET SOUTH OF STATION.  ABOUT 108 FEET EAST
 HZ2511'OF THEE CENTERLINE OF EAST LANE, 26 FEET WEST OF THE CENTER OF BLACK
 HZ2511'TOP ROAD AND 2 FEET WEST OF EAST R/W FENCE.  THE MARK PROJECTS 1
 HZ2511'INCH AND IS STAMPED I75-T109 NO.2 1965.
 HZ2511'
 HZ2511'BENCH MARK I71-L90 1964 WAS USED FOR THE AZIMUTH MARK.  IT IS ABOUT
 HZ2511'0.2 MILE NORTHWEST OF STATION , AT THE WEST END OF BRIDGE OF I-75
 HZ2511'AND STATE HIGHWAY 14 AND 16 INTERCHANGE, 17.5 FEET SOUTH OF THE
 HZ2511'CENTERLINE OF HIGHWAY 14 AND 16 AND 2.5 FEET SOUTH OF THE NORTH FACE
 HZ2511'OF SOUTH SIDEWALK OF BRIDGE.  A KENTUCKY DEPARTMENT OF HIGHWAYS BENCH
 HZ2511'MARK DIST SET IN DRILL HOLE IN THE TOP OF THE WEST END OF SOUTH
 HZ2511'SIDEWALK OF BRIDGE AND STAMPED I71-L90 1964.
 HZ2511'
 HZ2511'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 HZ2511'HIGHWAYS SURVEY SET IN CONCRETE AS DESCRIBED.
 HZ2511'
 HZ2511'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0870 ***********************************************************************
 HZ0870  DESIGNATION -  I75 T 110
 HZ0870  PID         -  HZ0870
 HZ0870  STATE/COUNTY-  KY/BOONE
 HZ0870  USGS QUAD   -  UNION (1984)
 HZ0870
 HZ0870                         *CURRENT SURVEY CONTROL
 HZ0870  ___________________________________________________________________
 HZ0870* NAD 83(1993)-  38 55 32.04132(N)    084 37 46.88068(W)     ADJUSTED  
 HZ0870* NAVD 88     -       291.076  (meters)     954.97   (feet)  ADJUSTED  
 HZ0870  ___________________________________________________________________
 HZ0870  X           -     465,034.889 (meters)                     COMP
 HZ0870  Y           -  -4,946,913.671 (meters)                     COMP
 HZ0870  Z           -   3,986,053.549 (meters)                     COMP
 HZ0870  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 HZ0870  ELLIP HEIGHT-         257.17  (meters)          (04/07/03) GPS OBS
 HZ0870  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0870  DYNAMIC HT  -         290.889 (meters)     954.36  (feet)  COMP
 HZ0870  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 HZ0870
 HZ0870  HORZ ORDER  -  FIRST
 HZ0870  VERT ORDER  -  SECOND    CLASS 0
 HZ0870  ELLP ORDER  -  THIRD     CLASS I
 HZ0870
 HZ0870.The horizontal coordinates were established by GPS observations
 HZ0870.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 HZ0870
 HZ0870.The orthometric height was determined by differential leveling
 HZ0870.and adjusted by the National Geodetic Survey in June 1991..
 HZ0870
 HZ0870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ0870
 HZ0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0870
 HZ0870.The ellipsoidal height was determined by GPS observations
 HZ0870.and is referenced to NAD 83.
 HZ0870
 HZ0870.The geoid height was determined by GEOID03.
 HZ0870
 HZ0870.The dynamic height is computed by dividing the NAVD 88
 HZ0870.geopotential number by the normal gravity value computed on the
 HZ0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0870.degrees latitude (g = 980.6199 gals.).
 HZ0870
 HZ0870.The modeled gravity was interpolated from observed gravity values.
 HZ0870
 HZ0870;                    North         East     Units Scale Factor Converg.
 HZ0870;SPC KY1Z     - 1,288,293.626 1,597,154.834   MT  1.00007270   +0 41 16.2
 HZ0870;SPC KY1Z     - 4,226,676.67  5,239,998.82   sFT  1.00007270   +0 41 16.2
 HZ0870;SPC KY N     -   158,306.150   467,074.758   MT  0.99999401   -0 14 10.3
 HZ0870;SPC KY N     -   519,376.09  1,532,394.44   sFT  0.99999401   -0 14 10.3
 HZ0870;UTM  16      - 4,311,188.059   705,476.717   MT  1.00011992   +1 29 23.3
 HZ0870
 HZ0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0870!SPC KY1Z     -   0.99995965  x   1.00007270  =   1.00003235
 HZ0870!SPC KY N     -   0.99995965  x   0.99999401  =   0.99995366
 HZ0870!UTM  16      -   0.99995965  x   1.00011992  =   1.00007957
 HZ0870
 HZ0870|---------------------------------------------------------------------|
 HZ0870| PID    Reference Object                     Distance      Geod. Az  |
 HZ0870|                                                           dddmmss.s |
 HZ0870| HZ0871 I75 T 110 RM 1                       11.834 METERS 02327     |
 HZ0870| HZ0869 I75 T 110 RM 2                        8.090 METERS 12640     |
 HZ0870| HZ2510 WALTON MUNICIPAL TANK               APPROX. 7.6 KM 1654340.3 |
 HZ0870| HZ0868 I75 T 110 AZ MK                                    1750953.9 |
 HZ0870| DF5037 NKC 040 AZ MK                       APPROX. 0.6 KM 1984457.6 |
 HZ0870|---------------------------------------------------------------------|
 HZ0870
 HZ0870                          SUPERSEDED SURVEY CONTROL
 HZ0870
 HZ0870  NAD 83(1993)-  38 55 32.04044(N)    084 37 46.87502(W) AD(       ) 2
 HZ0870  NAD 83(1993)-  38 55 32.04083(N)    084 37 46.87610(W) AD(       ) 2
 HZ0870  NAD 83(1986)-  38 55 32.03498(N)    084 37 46.88983(W) AD(       ) 2
 HZ0870  NAD 27      -  38 55 31.81257(N)    084 37 47.08764(W) AD(       ) 2
 HZ0870  NAVD 88 (04/07/03)  291.08   (m)          955.0    (f) LEVELING    3  
 HZ0870  NGVD 29 (??/??/92)  291.282  (m)          955.65   (f) ADJ UNCH    2 0
 HZ0870
 HZ0870.Superseded values are not recommended for survey control.
 HZ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0870.See file dsdata.txt to determine how the superseded data were derived.
 HZ0870
 HZ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0547711188(NAD 83)
 HZ0870_MARKER: DD = SURVEY DISK
 HZ0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0870_STAMPING: I75-T110 1965
 HZ0870_MARK LOGO: KYHD  
 HZ0870_PROJECTION: FLUSH
 HZ0870_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0870+STABILITY: SURFACE MOTION
 HZ0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0870+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2002
 HZ0870
 HZ0870  HISTORY     - Date     Condition        Report By
 HZ0870  HISTORY     - 1965     MONUMENTED       KYHD
 HZ0870  HISTORY     - 1965     GOOD             PAS
 HZ0870  HISTORY     - 1986     GOOD             LOCSUR
 HZ0870  HISTORY     - 20020523 GOOD             WOOLPT
 HZ0870
 HZ0870                          STATION DESCRIPTION
 HZ0870
 HZ0870'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 HZ0870'STATION IS LOCATED ABOUT 5 MILES SOUTH OF FLORENCE AND ABOUT 0.5 MILE
 HZ0870'NORTHWEST OF RICHWOOD.  IT IS ON A HIGH BANK NEAR THE EAST R/W FENCE
 HZ0870'OF INTERSTATE ROUTE 75.
 HZ0870'
 HZ0870'TO REACH THE STATION FROM THE I75 AND STATE HIGHWAY 338 INTERCHANGE
 HZ0870'AT RICHWOOD GO NORTH ON I75 FOR 0.55 MILE TO STATIION ON RIGHT.
 HZ0870'
 HZ0870'STATION MARK IS ABOUT 98 FEET EAST OF THE CENTERLINE OF EAST LANE, 21
 HZ0870'FEET WEST OF THE EAST R/W FENCE, 20.5 FEET WEST OF METAL WITNESS
 HZ0870'POST AND SIGN AND ABOUT 30 FEET HIGHER THAN EAST LANE.  THE MARK
 HZ0870'PROJECTS 2 INCHES AND IS STAMPED I75-T110 1965.
 HZ0870'
 HZ0870'REFERENCE MARK NO.1 IS 38.82 FEET NORTHEAST OF STATION, APPROXIMATELY
 HZ0870'117 FEET EAST OF THE CENTERLINE OF EAST LANE, 1.5 FEET WEST OF THE
 HZ0870'EAST R/W FENCE AND 36.5 FEET NORTH OF METAL WITNESS POST AND SIGN.
 HZ0870'THE MARK PROJECTS 2 INCHES AND IS STAMPED I75-T110 NO.1 1965.
 HZ0870'
 HZ0870'REFERENCE MARK NO.2 IS 26.54 FEET EAST OF STATION, APPROXIMATELY 117
 HZ0870'FEET EAST OF THE CENTERLINE OF EAST LANE, 70.5 FEET NORTHWEST OF
 HZ0870'POWER POLE.  NO 324 AND 1.5 FEET WEST OF EAST R/W FENCE.  THE MARK
 HZ0870'PROJECTS 2 INCHES AND IS STAMPED I75-T110 NO 2 1965.
 HZ0870'
 HZ0870'AZIMUTH MARK IS ABOUT 0.55 MILE SOUTH OF STATION AT THE I75 AND STATE
 HZ0870'HIGHWAY 338 INTERCHANGE, 22.5 FEET EAST OF THE CENTERLINE OF EAST
 HZ0870'LANE, 2.3 FEET NORTHWEST OF THE SOUTHEAST END OF SOUTHEAST WINGWALL
 HZ0870'OF BRIDGE AND 2 FEET EAST OF THE SOUTH END OF CONCRETE GUARD RAIL.
 HZ0870'THE MARK IS SET IN DRILL HOLE IN TOP OF SOUTHEAST WINGWALL OF
 HZ0870'BRIDGE AND STAMPED I75-T110 1965.
 HZ0870'
 HZ0870'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0870'DEPARTMENT OF HIGHWAY SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0870'
 HZ0870'HEIGHT OF LIGHT ABOVE STATION MARK 1.59 METERS.
 HZ0870
 HZ0870                          STATION RECOVERY (1965)
 HZ0870
 HZ0870'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0870'0.2 MI NW FROM RICHWOOD.
 HZ0870'ABOUT 0.55 MILE NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0870'STATE HIGHWAY 338 INTERCHANGE AT RICHWOOD, 98.0 FEET EAST OF THE
 HZ0870'CENTERLINE OF EAST LANE, 21.0 FEET WEST OF THE EAST R/W FENCE, 20.5
 HZ0870'FEET WEST OF METAL WITNESS POST AND SIGN AND ABOUT 30 FEET HIGHER
 HZ0870'THAN EAST LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK
 HZ0870'PROJECTING 2 INCHES AND STAMPED I75-T110 1965.
 HZ0870
 HZ0870                          STATION RECOVERY (1986)
 HZ0870
 HZ0870'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 HZ0870'RECOVERED IN GOOD CONDITION.
 HZ0870
 HZ0870                          STATION RECOVERY (2002)
 HZ0870
 HZ0870'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 HZ0870'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HZ0870' 
 HZ0870'--ADDITIONAL TIES--THE STATION IS APPROXIMATELY 167 FEET
 HZ0870'SOUTH-SOUTHEAST OF PROJECTED
 HZ0870'CENTERLINE OF DUFFEL LANE AND APPROXIMATELY 8 FEET EAST OF THE EAST
 HZ0870'TOP-OF-BANK FOR
 HZ0870'INTERSTATE HIGHWAY 71 AND 75 RIGHT-OF-WAY.
 HZ0870' 
 HZ0870'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 HZ0870'THE HORIZON ARE, A
 HZ0870'UTILITY POLE APPROXIMATELY 150 FEET NORTH EXTENDING 20 DEGREES ABOVE
 HZ0870'THE HORIZON, A
 HZ0870'CLUSTER OF TREES APPROXIMATELY 150 FEET NORTH-NORTHEAST EXTENDING 10
 HZ0870'DEGREES ABOVE
 HZ0870'THE HORIZON, AND A UTILITY POLE APPROXIMATELY 100 FEET SOUTH-SOUTHEAST
 HZ0870'EXTENDING 25
 HZ0870'DEGREES ABOVE THE HORIZON.
 HZ0870' 
 HZ0870' 
 HZ0870' 
 HZ0870' 
 HZ0870'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0868 ***********************************************************************
 HZ0868  DESIGNATION -  I75 T 110 AZ MK
 HZ0868  PID         -  HZ0868
 HZ0868  STATE/COUNTY-  KY/BOONE
 HZ0868  USGS QUAD   -  UNION (1984)
 HZ0868
 HZ0868                         *CURRENT SURVEY CONTROL
 HZ0868  ___________________________________________________________________
 HZ0868* NAD 83(1986)-  38 55 03.     (N)    084 37 45.     (W)     SCALED    
 HZ0868* NAVD 88     -       270.653  (meters)     887.97   (feet)  ADJUSTED  
 HZ0868  ___________________________________________________________________
 HZ0868  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ0868  DYNAMIC HT  -         270.479 (meters)     887.40  (feet)  COMP
 HZ0868  MODELED GRAV-     979,977.6   (mgal)                       NAVD 88
 HZ0868
 HZ0868  VERT ORDER  -  SECOND    CLASS 0
 HZ0868
 HZ0868.The horizontal coordinates were scaled from a topographic map and have
 HZ0868.an estimated accuracy of +/- 6 seconds.
 HZ0868
 HZ0868.The orthometric height was determined by differential leveling
 HZ0868.and adjusted by the National Geodetic Survey in June 1991..
 HZ0868
 HZ0868.The geoid height was determined by GEOID03.
 HZ0868
 HZ0868.The dynamic height is computed by dividing the NAVD 88
 HZ0868.geopotential number by the normal gravity value computed on the
 HZ0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0868.degrees latitude (g = 980.6199 gals.).
 HZ0868
 HZ0868.The modeled gravity was interpolated from observed gravity values.
 HZ0868
 HZ0868;                    North         East    Units  Estimated Accuracy
 HZ0868;SPC KY1Z     - 1,287,400.    1,597,210.      MT  (+/- 180 meters Scaled)
 HZ0868
 HZ0868                          SUPERSEDED SURVEY CONTROL
 HZ0868
 HZ0868  NGVD 29 (??/??/92)  270.857  (m)          888.64   (f) ADJ UNCH    2 0
 HZ0868
 HZ0868.Superseded values are not recommended for survey control.
 HZ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0868.See file dsdata.txt to determine how the superseded data were derived.
 HZ0868
 HZ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ055102(NAD 83)
 HZ0868_MARKER: DZ = AZIMUTH MARK DISK
 HZ0868_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0868_SP_SET: BRIDGE
 HZ0868_STAMPING: I75-T110 1965
 HZ0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0868
 HZ0868  HISTORY     - Date     Condition        Report By
 HZ0868  HISTORY     - 1965     MONUMENTED       PAS
 HZ0868
 HZ0868                          STATION DESCRIPTION
 HZ0868
 HZ0868'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0868'0.1 MI W FROM RICHWOOD.
 HZ0868'BENCH MARK IS LOCATED AT THE I-75 AND STATE HIGHWAY 338 INTERCHANGE,
 HZ0868'22.5 FEET EAST OF THE CENTERLINE OF EAST LANE, 2.3 FEET NORTHWEST
 HZ0868'OF THE SOUTHEAST END OF SOUTHEAST WINGWALL OF BRIDGE AND 2.0 FEET
 HZ0868'EAST OF SOUTH END OF CONCRETE GUARD RAIL.  A KENTUCKY DEPARTMENT
 HZ0868'OF HIGHWAYS AZIMUTH MARK DISK SET IN DRILL HOLE IN TOP OF SOUTHEAST
 HZ0868'WINGWALL OF BRIDGE AND STAMPED I75-T110 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0871 ***********************************************************************
 HZ0871  DESIGNATION -  I75 T 110 RM 1
 HZ0871  PID         -  HZ0871
 HZ0871  STATE/COUNTY-  KY/BOONE
 HZ0871  USGS QUAD   -  UNION (1984)
 HZ0871
 HZ0871                         *CURRENT SURVEY CONTROL
 HZ0871  ___________________________________________________________________
 HZ0871* NAD 83(1986)-  38 55 32.     (N)    084 37 47.     (W)     SCALED    
 HZ0871* NAVD 88     -       291.040  (meters)     954.85   (feet)  ADJUSTED  
 HZ0871  ___________________________________________________________________
 HZ0871  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0871  DYNAMIC HT  -         290.853 (meters)     954.24  (feet)  COMP
 HZ0871  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 HZ0871
 HZ0871  VERT ORDER  -  SECOND    CLASS 0
 HZ0871
 HZ0871.The horizontal coordinates were scaled from a topographic map and have
 HZ0871.an estimated accuracy of +/- 6 seconds.
 HZ0871
 HZ0871.The orthometric height was determined by differential leveling
 HZ0871.and adjusted by the National Geodetic Survey in June 1991..
 HZ0871
 HZ0871.The geoid height was determined by GEOID03.
 HZ0871
 HZ0871.The dynamic height is computed by dividing the NAVD 88
 HZ0871.geopotential number by the normal gravity value computed on the
 HZ0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0871.degrees latitude (g = 980.6199 gals.).
 HZ0871
 HZ0871.The modeled gravity was interpolated from observed gravity values.
 HZ0871
 HZ0871;                    North         East    Units  Estimated Accuracy
 HZ0871;SPC KY1Z     - 1,288,290.    1,597,150.      MT  (+/- 180 meters Scaled)
 HZ0871
 HZ0871                          SUPERSEDED SURVEY CONTROL
 HZ0871
 HZ0871  NGVD 29 (??/??/92)  291.246  (m)          955.53   (f) ADJ UNCH    2 0
 HZ0871
 HZ0871.Superseded values are not recommended for survey control.
 HZ0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0871.See file dsdata.txt to determine how the superseded data were derived.
 HZ0871
 HZ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ054111(NAD 83)
 HZ0871_MARKER: DR = REFERENCE MARK DISK
 HZ0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0871_STAMPING: I75-T110 RM 1 1965
 HZ0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0871+STABILITY: SURFACE MOTION
 HZ0871
 HZ0871  HISTORY     - Date     Condition        Report By
 HZ0871  HISTORY     - 1965     MONUMENTED       PAS
 HZ0871
 HZ0871                          STATION DESCRIPTION
 HZ0871
 HZ0871'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0871'0.2 MI NW FROM RICHWOOD.
 HZ0871'ABOUT 0.55 MILE EAST ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0871'STATE HIGHWAY 338 INTERCHANGE AT RICHWOOD, APPROXIMATELY 117 FEET
 HZ0871'EAST OF THE CENTERLINE OF EAST LANE, 1.5 FEET WEST OF THE EAST
 HZ0871'R/W FENCE AND 36.5 FEET NORTH OF METAL WITNESS POST AND SIGN.
 HZ0871'A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK PROJECTING
 HZ0871'2 INCHES AND STAMPED I75-T110 R.M. 1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0869 ***********************************************************************
 HZ0869  DESIGNATION -  I75 T 110 RM 2
 HZ0869  PID         -  HZ0869
 HZ0869  STATE/COUNTY-  KY/BOONE
 HZ0869  USGS QUAD   -  UNION (1984)
 HZ0869
 HZ0869                         *CURRENT SURVEY CONTROL
 HZ0869  ___________________________________________________________________
 HZ0869* NAD 83(1986)-  38 55 32.     (N)    084 37 47.     (W)     SCALED    
 HZ0869* NAVD 88     -       291.053  (meters)     954.90   (feet)  ADJUSTED  
 HZ0869  ___________________________________________________________________
 HZ0869  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0869  DYNAMIC HT  -         290.866 (meters)     954.28  (feet)  COMP
 HZ0869  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 HZ0869
 HZ0869  VERT ORDER  -  SECOND    CLASS 0
 HZ0869
 HZ0869.The horizontal coordinates were scaled from a topographic map and have
 HZ0869.an estimated accuracy of +/- 6 seconds.
 HZ0869
 HZ0869.The orthometric height was determined by differential leveling
 HZ0869.and adjusted by the National Geodetic Survey in June 1991..
 HZ0869
 HZ0869.The geoid height was determined by GEOID03.
 HZ0869
 HZ0869.The dynamic height is computed by dividing the NAVD 88
 HZ0869.geopotential number by the normal gravity value computed on the
 HZ0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0869.degrees latitude (g = 980.6199 gals.).
 HZ0869
 HZ0869.The modeled gravity was interpolated from observed gravity values.
 HZ0869
 HZ0869;                    North         East    Units  Estimated Accuracy
 HZ0869;SPC KY1Z     - 1,288,290.    1,597,150.      MT  (+/- 180 meters Scaled)
 HZ0869
 HZ0869                          SUPERSEDED SURVEY CONTROL
 HZ0869
 HZ0869  NGVD 29 (??/??/92)  291.258  (m)          955.57   (f) ADJ UNCH    2 0
 HZ0869
 HZ0869.Superseded values are not recommended for survey control.
 HZ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0869.See file dsdata.txt to determine how the superseded data were derived.
 HZ0869
 HZ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ054111(NAD 83)
 HZ0869_MARKER: DR = REFERENCE MARK DISK
 HZ0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0869_STAMPING: I75-T110 RM 2 1965
 HZ0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0869+STABILITY: SURFACE MOTION
 HZ0869
 HZ0869  HISTORY     - Date     Condition        Report By
 HZ0869  HISTORY     - 1965     MONUMENTED       PAS
 HZ0869
 HZ0869                          STATION DESCRIPTION
 HZ0869
 HZ0869'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0869'0.2 MI NW FROM RICHWOOD.
 HZ0869'ABOUT 0.55 MILE EAST ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0869'STATE HIGHWAY 338 INTERCHANGE AT RICHWOOD, APPROXIMATELY 117 FEET
 HZ0869'EAST OF THE CENTERLINE OF EAST LANE, 70.5 FEET NORTHWEST OF POWER
 HZ0869'POLE NO. 324 AND 1.5 FEET WEST OF EAST R/W FENCE.  A KENTUCKY
 HZ0869'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK PROJECTING 2 INCHES
 HZ0869'AND STAMPED I75-T110 R.M. 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0874 ***********************************************************************
 HZ0874  DESIGNATION -  I75 T 111
 HZ0874  PID         -  HZ0874
 HZ0874  STATE/COUNTY-  KY/BOONE
 HZ0874  USGS QUAD   -  UNION (1984)
 HZ0874
 HZ0874                         *CURRENT SURVEY CONTROL
 HZ0874  ___________________________________________________________________
 HZ0874* NAD 83(1993)-  38 57 15.81610(N)    084 38 05.22096(W)     ADJUSTED  
 HZ0874* NAVD 88     -       285.225  (meters)     935.78   (feet)  ADJUSTED  
 HZ0874  ___________________________________________________________________
 HZ0874  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 HZ0874  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HZ0874  DYNAMIC HT  -         285.041 (meters)     935.17  (feet)  COMP
 HZ0874  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 HZ0874
 HZ0874  HORZ ORDER  -  SECOND
 HZ0874  VERT ORDER  -  SECOND    CLASS 0
 HZ0874
 HZ0874.The horizontal coordinates were established by classical geodetic methods
 HZ0874.and adjusted by the National Geodetic Survey in April 1998..
 HZ0874
 HZ0874.The orthometric height was determined by differential leveling
 HZ0874.and adjusted by the National Geodetic Survey in June 1991..
 HZ0874
 HZ0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0874
 HZ0874.The geoid height was determined by GEOID03.
 HZ0874
 HZ0874.The dynamic height is computed by dividing the NAVD 88
 HZ0874.geopotential number by the normal gravity value computed on the
 HZ0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0874.degrees latitude (g = 980.6199 gals.).
 HZ0874
 HZ0874.The modeled gravity was interpolated from observed gravity values.
 HZ0874
 HZ0874;                    North         East     Units Scale Factor Converg.
 HZ0874;SPC KY1Z     - 1,291,488.489 1,596,674.807   MT  1.00008207   +0 41 04.9
 HZ0874;SPC KY1Z     - 4,237,158.48  5,238,423.93   sFT  1.00008207   +0 41 04.9
 HZ0874;SPC KY N     -   161,508.078   466,646.351   MT  0.99999816   -0 14 21.7
 HZ0874;SPC KY N     -   529,881.09  1,530,988.90   sFT  0.99999816   -0 14 21.7
 HZ0874;UTM  16      - 4,314,376.018   704,951.974   MT  1.00011726   +1 29 15.1
 HZ0874
 HZ0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0874!SPC KY1Z     -   0.99996058  x   1.00008207  =   1.00004264
 HZ0874!SPC KY N     -   0.99996058  x   0.99999816  =   0.99995874
 HZ0874!UTM  16      -   0.99996058  x   1.00011726  =   1.00007783
 HZ0874
 HZ0874:                Primary Azimuth Mark                     Grid Az
 HZ0874:SPC KY1Z     -  I75 T 111 AZ MK                          359 42 33.6
 HZ0874:SPC KY N     -  I75 T 111 AZ MK                          000 38 00.2
 HZ0874:UTM  16      -  I75 T 111 AZ MK                          358 54 23.4
 HZ0874
 HZ0874|---------------------------------------------------------------------|
 HZ0874| PID    Reference Object                     Distance      Geod. Az  |
 HZ0874|                                                           dddmmss.s |
 HZ0874| HZ0875 I75 T 111 AZ MK                                    0002338.5 |
 HZ0874| HZ0873 I75 T 111 RM 1                       16.475 METERS 17658     |
 HZ0874| HZ1861 I75 T 111 RM 3                        7.350 METERS 18951     |
 HZ0874| HZ0872 I75 T 111 RM 2                       14.709 METERS 34658     |
 HZ0874|---------------------------------------------------------------------|
 HZ0874
 HZ0874                          SUPERSEDED SURVEY CONTROL
 HZ0874
 HZ0874  NAD 83(1993)-  38 57 15.81686(N)    084 38 05.22285(W) AD(       ) 2
 HZ0874  NAD 83(1986)-  38 57 15.81191(N)    084 38 05.23538(W) AD(       ) 2
 HZ0874  NAD 27      -  38 57 15.59009(N)    084 38 05.43252(W) AD(       ) 2
 HZ0874  NGVD 29 (??/??/92)  285.423  (m)          936.43   (f) ADJ UNCH    2 0
 HZ0874
 HZ0874.Superseded values are not recommended for survey control.
 HZ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0874.See file dsdata.txt to determine how the superseded data were derived.
 HZ0874
 HZ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0495214376(NAD 83)
 HZ0874_MARKER: DD = SURVEY DISK
 HZ0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0874_STAMPING: I75-T111 1965
 HZ0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0874+STABILITY: SURFACE MOTION
 HZ0874
 HZ0874  HISTORY     - Date     Condition        Report By
 HZ0874  HISTORY     - 1965     MONUMENTED       KYHD
 HZ0874  HISTORY     - 1965     GOOD             PAS
 HZ0874  HISTORY     - 1976     GOOD             NGS
 HZ0874  HISTORY     - 1986     GOOD             LOCSUR
 HZ0874
 HZ0874                          STATION DESCRIPTION
 HZ0874
 HZ0874'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 HZ0874'STATION IS LOCATED ABOUT 3 MILES SOUTH OF FLORENCE NEAR THE WEST R/W
 HZ0874'FENCE OF INTERSTATE ROUTE 75.
 HZ0874'
 HZ0874'TO REACH THE STATION FROM THE I75 AND U.S. HIGHWAY 42 INTERCHANGE, GO
 HZ0874'SOUTH ON I75 FOR 1.7 MILES TO THE AZIMUTH MARK ON LEFT.  CONTINUE
 HZ0874'SOUTH ON I75 FOR 0.5 MILE TO STATION ON RIGHT.
 HZ0874'
 HZ0874'STATION MARK IS ABOUT 0.1 MILE SOUTH OF THE MT. ZION ROAD OVERPASS,
 HZ0874'92 FEET WEST OF THE CENTERLINE OF WEST LANE, 37 FEET EAST OF THE
 HZ0874'CENTER OF PAVED ROAD THAT PARALLELS WEST R/W FENCE, 7 FEET EAST OF
 HZ0874'WEST R/W FENCE AND 6.5 FEET EAST OF METAL WITNESS POST AND SIGN.
 HZ0874'THE MARK PROJECTS 2 INCHES AND IS STAMPED I75-T111 1965.
 HZ0874'
 HZ0874'REFERENCE MARK NO.1 IS 54.05 FEET SOUTH OF STATION, 94.5 FEET WEST OF
 HZ0874'THE CENTERLINE OF WEST LANE, 34 FEET OF THE CENTER OF PAVED ROAD AND
 HZ0874'4.5 FEET EAST OF THE WEST R/W FENCE.  THE MARK PROJECTS 1 INCH AND
 HZ0874'IS STAMPED I75-T111 NO.1 1965.
 HZ0874'
 HZ0874'REFERENCE MARK NO.2 IS 48.28 FEET NORTHWEST OF STATION, 97.5 FEET
 HZ0874'WEST OF THE CENTERLINE OF WEST LANE, 31 FEET EAST OF THE CENTER OF
 HZ0874'PAVED ROAD AND 1.5 FEET EAST OF WEST R/W FENCE.  THE MARK PROJECTS
 HZ0874'2 INCHES AND IS STAMPED I75-T111 NO.2 1965.
 HZ0874'
 HZ0874'AZIMUTH MARK IS ABOUT 0.5 MILE NORTH OF STATION, 96 FEET EAST OF THE
 HZ0874'CENTERLINE OF EAST LANE, 33 FEET WEST OF THE CENTER OF GRAVEL ROAD
 HZ0874'THAT PARALLELS EAST R/W FENCE, 2 FEET WEST OF EAST R/W FENCE, 1.5
 HZ0874'FEET WEST OF METAL WITNESS POST AND SIGN AND ABOUT 25 FEET HIGHER
 HZ0874'THAN EAST LANE.
 HZ0874'
 HZ0874'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0874'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0874'
 HZ0874'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS.
 HZ0874
 HZ0874                          STATION RECOVERY (1965)
 HZ0874
 HZ0874'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0874'1.5 MI S FROM FLORENCE.
 HZ0874'ABOUT 2.2 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0874'U.S. HIGHWAY 42 INTERCHANGE, WHICH IS WEST OF FLORENCE, ABOUT 0.1
 HZ0874'MILE SOUTH OF THE MT. ZION ROAD OVERPASS, 92.0 FEET WEST OF THE
 HZ0874'CENTERLINE OF WEST LANE, 37.0 FEET EAST OF THE CENTER OF PAVED ROAD
 HZ0874'THAT PARALLELS WEST R/W FENCE, 7.0 FEET EAST OF R/W FENCE AND 6.5
 HZ0874'FEET EAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HZ0874'OF HIGHWAYS SURVEY DISK PROJECTING 2 INCHES AND STAMPED I75-T111 1965.
 HZ0874
 HZ0874                          STATION RECOVERY (1976)
 HZ0874
 HZ0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ0874'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 HZ0874'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED BY GRADING.
 HZ0874'THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT THE DIRECTION WAS
 HZ0874'FOUND IN ERROR BY 9 MINUTES AND 10 SECONDS.  REFERENCE MARK 3 WAS
 HZ0874'SET.  A NEW DESCRIPTION FOLLOWS--
 HZ0874'
 HZ0874'THE STATION IS 2.2 MILES SOUTH OF THE INTERSTATE HIGHWAY 75 AND
 HZ0874'U.S. HIGHWAY 42 INTERCHANGE, 7 FEET EAST OF A METAL WITNESS POST AND
 HZ0874'THE WEST RIGHT-OF-WAY FENCE LINE, 15 FEET SOUTHEAST OF A POWER
 HZ0874'TRANSFORMER POLE, 37 FEET EAST OF THE CENTERLINE OF A PAVED ROAD
 HZ0874'AND 92 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF THE
 HZ0874'INTERSTATE HIGHWAY 75.  THE MONUMENT IS FLUSH AND THE DISK A
 HZ0874'STANDARD KHD DISK IS STAMPED I 75-T111 1965.
 HZ0874'
 HZ0874'REFERENCE MARK 2 IS A STANDARD KHD DISK STAMPED I 75-T111 NO 2 1965,
 HZ0874'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND,
 HZ0874'36 FEET NORTH OF THE POWER POLE, 98 FEET WEST OF THE CENTERLINE OF
 HZ0874'THE SOUTH BOUND LANE OF THE HIGHWAY, 2 FEET EAST OF THE FENCE AND
 HZ0874'31 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD.
 HZ0874'
 HZ0874'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 HZ0874'I 75 T 111 1965 NO 3 1976, WITH MAGNETS, PROJECTING 2 INCHES, 31
 HZ0874'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 35 FEET SOUTH OF
 HZ0874'THE POWER POLE, 98 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 HZ0874'LANE AND 1 FOOT EAST OF THE FENCE LINE.
 HZ0874'
 HZ0874'THE AZIMUTH MARK IS 0.5 MILE NORTH ALONG THE INTERSTATE HIGHWAY FROM
 HZ0874'THE STATION, 96 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE,
 HZ0874'33 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 2 FEET WEST OF
 HZ0874'THE EAST RIGHT-OF-WAY FENCE, 2 FEET WEST OF A WITNESS POST AND ABOUT
 HZ0874'25 FEET HIGHER THAN THE ROAD LEVEL.  A STANDARD KHD DISK STAMPED
 HZ0874'I 75-T111 1965 SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 HZ0874'FLUSH WITH THE GROUND.
 HZ0874'
 HZ0874'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 HZ0874'SOUTH OF FLORENCE.
 HZ0874'
 HZ0874'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HZ0874
 HZ0874                          STATION RECOVERY (1986)
 HZ0874
 HZ0874'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (BD)
 HZ0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0875 ***********************************************************************
 HZ0875  DESIGNATION -  I75 T 111 AZ MK
 HZ0875  PID         -  HZ0875
 HZ0875  STATE/COUNTY-  KY/BOONE
 HZ0875  USGS QUAD   -  UNION (1984)
 HZ0875
 HZ0875                         *CURRENT SURVEY CONTROL
 HZ0875  ___________________________________________________________________
 HZ0875* NAD 83(1986)-  38 57 41.     (N)    084 38 05.     (W)     SCALED    
 HZ0875* NAVD 88     -       275.620  (meters)     904.26   (feet)  ADJUSTED  
 HZ0875  ___________________________________________________________________
 HZ0875  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HZ0875  DYNAMIC HT  -         275.443 (meters)     903.68  (feet)  COMP
 HZ0875  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 HZ0875
 HZ0875  VERT ORDER  -  SECOND    CLASS 0
 HZ0875
 HZ0875.The horizontal coordinates were scaled from a topographic map and have
 HZ0875.an estimated accuracy of +/- 6 seconds.
 HZ0875
 HZ0875.The orthometric height was determined by differential leveling
 HZ0875.and adjusted by the National Geodetic Survey in June 1991..
 HZ0875
 HZ0875.The geoid height was determined by GEOID03.
 HZ0875
 HZ0875.The dynamic height is computed by dividing the NAVD 88
 HZ0875.geopotential number by the normal gravity value computed on the
 HZ0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0875.degrees latitude (g = 980.6199 gals.).
 HZ0875
 HZ0875.The modeled gravity was interpolated from observed gravity values.
 HZ0875
 HZ0875;                    North         East    Units  Estimated Accuracy
 HZ0875;SPC KY1Z     - 1,292,270.    1,596,670.      MT  (+/- 180 meters Scaled)
 HZ0875
 HZ0875                          SUPERSEDED SURVEY CONTROL
 HZ0875
 HZ0875  NGVD 29 (??/??/92)  275.819  (m)          904.92   (f) ADJ UNCH    2 0
 HZ0875
 HZ0875.Superseded values are not recommended for survey control.
 HZ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0875.See file dsdata.txt to determine how the superseded data were derived.
 HZ0875
 HZ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ049151(NAD 83)
 HZ0875_MARKER: DZ = AZIMUTH MARK DISK
 HZ0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0875_STAMPING: I75-T111 1965
 HZ0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0875+STABILITY: SURFACE MOTION
 HZ0875
 HZ0875  HISTORY     - Date     Condition        Report By
 HZ0875  HISTORY     - 1965     MONUMENTED       PAS
 HZ0875
 HZ0875                          STATION DESCRIPTION
 HZ0875
 HZ0875'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0875'1.2 MI S FROM FLORENCE.
 HZ0875'ABOUT 1.7 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0875'U.S. HIGHWAY 42 INTERCHANGE, WHICH IS WEST OF FLORENCE, 96.0 FEET
 HZ0875'EAST OF THE CENTERLINE OF EAST LANE, 33.0 FEET WEST OF THE CENTER
 HZ0875'OF GRAVEL ROAD THAT PARALLELS EAST R/W FENCE, 2.0 FEET WEST OF
 HZ0875'EAST R/W FENCE, 1.5 FEET WEST OF METAL WITNESS POST AND SIGN AND
 HZ0875'ABOUT 25 FEET HIGHER THAN EAST LANE.  A KENTUCKY DEPARTMENT
 HZ0875'OF HIGHWAYS AZIMUTH MARK DISK PROJECTING 2 INCHES AND STAMPED
 HZ0875'I75-T111 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0873 ***********************************************************************
 HZ0873  DESIGNATION -  I75 T 111 RM 1
 HZ0873  PID         -  HZ0873
 HZ0873  STATE/COUNTY-  KY/BOONE
 HZ0873  USGS QUAD   -  UNION (1984)
 HZ0873
 HZ0873                         *CURRENT SURVEY CONTROL
 HZ0873  ___________________________________________________________________
 HZ0873* NAD 83(1986)-  38 57 16.     (N)    084 38 04.     (W)     SCALED    
 HZ0873* NAVD 88     -       285.214  (meters)     935.74   (feet)  ADJUSTED  
 HZ0873  ___________________________________________________________________
 HZ0873  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HZ0873  DYNAMIC HT  -         285.030 (meters)     935.14  (feet)  COMP
 HZ0873  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 HZ0873
 HZ0873  VERT ORDER  -  SECOND    CLASS 0
 HZ0873
 HZ0873.The horizontal coordinates were scaled from a topographic map and have
 HZ0873.an estimated accuracy of +/- 6 seconds.
 HZ0873
 HZ0873.The orthometric height was determined by differential leveling
 HZ0873.and adjusted by the National Geodetic Survey in June 1991..
 HZ0873
 HZ0873.The geoid height was determined by GEOID03.
 HZ0873
 HZ0873.The dynamic height is computed by dividing the NAVD 88
 HZ0873.geopotential number by the normal gravity value computed on the
 HZ0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0873.degrees latitude (g = 980.6199 gals.).
 HZ0873
 HZ0873.The modeled gravity was interpolated from observed gravity values.
 HZ0873
 HZ0873;                    North         East    Units  Estimated Accuracy
 HZ0873;SPC KY1Z     - 1,291,500.    1,596,700.      MT  (+/- 180 meters Scaled)
 HZ0873
 HZ0873                          SUPERSEDED SURVEY CONTROL
 HZ0873
 HZ0873  NGVD 29 (??/??/92)  285.412  (m)          936.39   (f) ADJ UNCH    2 0
 HZ0873
 HZ0873.Superseded values are not recommended for survey control.
 HZ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0873.See file dsdata.txt to determine how the superseded data were derived.
 HZ0873
 HZ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ049143(NAD 83)
 HZ0873_MARKER: DR = REFERENCE MARK DISK
 HZ0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0873_STAMPING: I75-T111 RM 1 1965
 HZ0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0873+STABILITY: SURFACE MOTION
 HZ0873
 HZ0873  HISTORY     - Date     Condition        Report By
 HZ0873  HISTORY     - 1965     MONUMENTED       PAS
 HZ0873
 HZ0873                          STATION DESCRIPTION
 HZ0873
 HZ0873'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0873'1.5 MI S FROM FLORENCE.
 HZ0873'ABOUT 2.2 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0873'U.S. HIGHWAY 42 INTERCHANGE, WHICH IS WEST OF FLORENCE, 94.5 FEET
 HZ0873'WEST OF THE CENTERLINE OF WEST LANE, 34.0 FEET EAST OF THE CENTER
 HZ0873'OF PAVED ROAD AND 4.5 FEET EAST OF THE WEST R/W FENCE.  A KENTUCKY
 HZ0873'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK PROJECTING 1 INCH AND
 HZ0873'STAMPED I75-T111 R.M. 1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0872 ***********************************************************************
 HZ0872  DESIGNATION -  I75 T 111 RM 2
 HZ0872  PID         -  HZ0872
 HZ0872  STATE/COUNTY-  KY/BOONE
 HZ0872  USGS QUAD   -  UNION (1984)
 HZ0872
 HZ0872                         *CURRENT SURVEY CONTROL
 HZ0872  ___________________________________________________________________
 HZ0872* NAD 83(1986)-  38 57 16.     (N)    084 38 04.     (W)     SCALED    
 HZ0872* NAVD 88     -       285.215  (meters)     935.74   (feet)  ADJUSTED  
 HZ0872  ___________________________________________________________________
 HZ0872  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HZ0872  DYNAMIC HT  -         285.031 (meters)     935.14  (feet)  COMP
 HZ0872  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 HZ0872
 HZ0872  VERT ORDER  -  SECOND    CLASS 0
 HZ0872
 HZ0872.The horizontal coordinates were scaled from a topographic map and have
 HZ0872.an estimated accuracy of +/- 6 seconds.
 HZ0872
 HZ0872.The orthometric height was determined by differential leveling
 HZ0872.and adjusted by the National Geodetic Survey in June 1991..
 HZ0872
 HZ0872.The geoid height was determined by GEOID03.
 HZ0872
 HZ0872.The dynamic height is computed by dividing the NAVD 88
 HZ0872.geopotential number by the normal gravity value computed on the
 HZ0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0872.degrees latitude (g = 980.6199 gals.).
 HZ0872
 HZ0872.The modeled gravity was interpolated from observed gravity values.
 HZ0872
 HZ0872;                    North         East    Units  Estimated Accuracy
 HZ0872;SPC KY1Z     - 1,291,500.    1,596,700.      MT  (+/- 180 meters Scaled)
 HZ0872
 HZ0872                          SUPERSEDED SURVEY CONTROL
 HZ0872
 HZ0872  NGVD 29 (??/??/92)  285.413  (m)          936.39   (f) ADJ UNCH    2 0
 HZ0872
 HZ0872.Superseded values are not recommended for survey control.
 HZ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0872.See file dsdata.txt to determine how the superseded data were derived.
 HZ0872
 HZ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ049143(NAD 83)
 HZ0872_MARKER: DR = REFERENCE MARK DISK
 HZ0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0872_STAMPING: I75-T111 RM 2 1965
 HZ0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0872+STABILITY: SURFACE MOTION
 HZ0872
 HZ0872  HISTORY     - Date     Condition        Report By
 HZ0872  HISTORY     - 1965     MONUMENTED       PAS
 HZ0872
 HZ0872                          STATION DESCRIPTION
 HZ0872
 HZ0872'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0872'1.5 MI S FROM FLORENCE.
 HZ0872'ABOUT 2.2 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0872'U.S. HIGHWAY 42 INTERCHANGE, WHICH IS WEST OF FLORENCE, 97.5 FEET
 HZ0872'WEST OF THE CENTERLINE OF WEST LANE, 31.0 FEET EAST OF THE CENTER
 HZ0872'OF PAVED ROAD AND 1.5 FEET EAST OF WEST R/W FENCE.  A KENTUCKY
 HZ0872'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK PROJECTING 2 INCHES
 HZ0872'AND STAMPED I75-T111 R.M. 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1861 ***********************************************************************
 HZ1861  DESIGNATION -  I75 T 111 RM 3
 HZ1861  PID         -  HZ1861
 HZ1861  STATE/COUNTY-  KY/BOONE
 HZ1861  USGS QUAD   -  UNION (1984)
 HZ1861
 HZ1861                         *CURRENT SURVEY CONTROL
 HZ1861  ___________________________________________________________________
 HZ1861* NAD 83(1986)-  38 57 16.     (N)    084 38 04.     (W)     SCALED    
 HZ1861* NAVD 88     -       285.43   (meters)     936.4    (feet)  RESET     
 HZ1861  ___________________________________________________________________
 HZ1861  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HZ1861
 HZ1861  VERT ORDER  -  THIRD
 HZ1861
 HZ1861.The horizontal coordinates were scaled from a topographic map and have
 HZ1861.an estimated accuracy of +/- 6 seconds.
 HZ1861
 HZ1861.The orthometric height was computed from unverified reset data.
 HZ1861.No vertical observational check was made to the station.
 HZ1861
 HZ1861.The geoid height was determined by GEOID03.
 HZ1861
 HZ1861;                    North         East    Units  Estimated Accuracy
 HZ1861;SPC KY1Z     - 1,291,500.    1,596,700.      MT  (+/- 180 meters Scaled)
 HZ1861
 HZ1861                          SUPERSEDED SURVEY CONTROL
 HZ1861
 HZ1861  NGVD 29 (10/08/05)  285.63   (m)          937.1    (f) RESET       3  
 HZ1861
 HZ1861.Superseded values are not recommended for survey control.
 HZ1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1861.See file dsdata.txt to determine how the superseded data were derived.
 HZ1861
 HZ1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ049143(NAD 83)
 HZ1861_MARKER: DB = BENCH MARK DISK
 HZ1861_SETTING: 0 = UNSPECIFIED SETTING
 HZ1861_STAMPING: I 75 T 111 1965 NO 3 1976
 HZ1861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1861
 HZ1861  HISTORY     - Date     Condition        Report By
 HZ1861  HISTORY     - 1976     MONUMENTED       NGS
 HZ1861
 HZ1861                          STATION DESCRIPTION
 HZ1861
 HZ1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HZ1861'2.2 MI SOUTH FROM FLORENCE.
 HZ1861'2.2 MILES SOUTH ALONG INTERSTATE FROM THE U.S. HIGHWAY 42
 HZ1861'INTERCHANGE IN FLORENCE, 31 FEET EAST OF THE CENTERLINE OF A
 HZ1861'PAVED ROAD, 35 FEET SOUTH OF A POWER TRANSFORMER POLE, 98 FEET
 HZ1861'WEST OF THE SOUTHBOUND LANE OF INTERSTATE HIGHWAY 75, 1 FOOT
 HZ1861'EAST OF THE WEST RIGHT-OF-WAY FENCE LINE.  BENCH MARK BEING A
 HZ1861'PRE-CAST ALUMINUM MONUMENT WITH MAGNETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0877 ***********************************************************************
 HZ0877  DESIGNATION -  I75 T 112
 HZ0877  PID         -  HZ0877
 HZ0877  STATE/COUNTY-  KY/BOONE
 HZ0877  USGS QUAD   -  UNION (1984)
 HZ0877
 HZ0877                         *CURRENT SURVEY CONTROL
 HZ0877  ___________________________________________________________________
 HZ0877* NAD 83(1993)-  38 58 25.41101(N)    084 38 12.38359(W)     ADJUSTED  
 HZ0877* NAVD 88     -       277.017  (meters)     908.85   (feet)  ADJUSTED  
 HZ0877  ___________________________________________________________________
 HZ0877  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 HZ0877  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0877  DYNAMIC HT  -         276.838 (meters)     908.26  (feet)  COMP
 HZ0877  MODELED GRAV-     979,975.8   (mgal)                       NAVD 88
 HZ0877
 HZ0877  HORZ ORDER  -  SECOND
 HZ0877  VERT ORDER  -  SECOND    CLASS 0
 HZ0877
 HZ0877.The horizontal coordinates were established by classical geodetic methods
 HZ0877.and adjusted by the National Geodetic Survey in April 1998..
 HZ0877
 HZ0877.The orthometric height was determined by differential leveling
 HZ0877.and adjusted by the National Geodetic Survey in June 1991..
 HZ0877
 HZ0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0877
 HZ0877.The geoid height was determined by GEOID03.
 HZ0877
 HZ0877.The dynamic height is computed by dividing the NAVD 88
 HZ0877.geopotential number by the normal gravity value computed on the
 HZ0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0877.degrees latitude (g = 980.6199 gals.).
 HZ0877
 HZ0877.The modeled gravity was interpolated from observed gravity values.
 HZ0877
 HZ0877;                    North         East     Units Scale Factor Converg.
 HZ0877;SPC KY1Z     - 1,293,632.589 1,596,476.738   MT  1.00008850   +0 41 00.5
 HZ0877;SPC KY1Z     - 4,244,192.92  5,237,774.10   sFT  1.00008850   +0 41 00.5
 HZ0877;SPC KY N     -   163,654.910   466,482.901   MT  1.00000108   -0 14 26.2
 HZ0877;SPC KY N     -   536,924.48  1,530,452.65   sFT  1.00000108   -0 14 26.2
 HZ0877;UTM  16      - 4,316,517.198   704,723.864   MT  1.00011611   +1 29 12.8
 HZ0877
 HZ0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0877!SPC KY1Z     -   0.99996187  x   1.00008850  =   1.00005036
 HZ0877!SPC KY N     -   0.99996187  x   1.00000108  =   0.99996295
 HZ0877!UTM  16      -   0.99996187  x   1.00011611  =   1.00007797
 HZ0877
 HZ0877|---------------------------------------------------------------------|
 HZ0877| PID    Reference Object                     Distance      Geod. Az  |
 HZ0877|                                                           dddmmss.s |
 HZ0877| HZ0878 I75 T 112 RM 1                       14.275 METERS 16353     |
 HZ0877| HZ0876 I75 T 112 RM 2                        9.183 METERS 25717     |
 HZ0877| HZ0879 I75 T 112 AZ MK                                    3350920.9 |
 HZ0877|---------------------------------------------------------------------|
 HZ0877
 HZ0877                          SUPERSEDED SURVEY CONTROL
 HZ0877
 HZ0877  NAD 83(1993)-  38 58 25.41221(N)    084 38 12.38617(W) AD(       ) 2
 HZ0877  NAD 83(1986)-  38 58 25.40793(N)    084 38 12.39772(W) AD(       ) 2
 HZ0877  NAD 27      -  38 58 25.18653(N)    084 38 12.59409(W) AD(       ) 2
 HZ0877  NGVD 29 (??/??/92)  277.217  (m)          909.50   (f) ADJ UNCH    2 0
 HZ0877
 HZ0877.Superseded values are not recommended for survey control.
 HZ0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0877.See file dsdata.txt to determine how the superseded data were derived.
 HZ0877
 HZ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0472416517(NAD 83)
 HZ0877_MARKER: DD = SURVEY DISK
 HZ0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0877_STAMPING: I75-T112 1965
 HZ0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0877+STABILITY: SURFACE MOTION
 HZ0877
 HZ0877  HISTORY     - Date     Condition        Report By
 HZ0877  HISTORY     - 1965     MONUMENTED       KYHD
 HZ0877  HISTORY     - 1965     GOOD             PAS
 HZ0877
 HZ0877                          STATION DESCRIPTION
 HZ0877
 HZ0877'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 HZ0877'STATION IS LOCATED ABOUT 2 MILES SOUTH OF FLORENCE NEAR THE EAST R/W
 HZ0877'FENCE OF INTERSTATE ROUTE 75.
 HZ0877'
 HZ0877'TO REACH THE STATION FROM THE I-75 AND U.S. HIGHWAY 42 INTERCHANGE GO
 HZ0877'SOUTH ON I-75 FOR 0.45 MILE TO THE AZIMUTH MARK ON RIGHT NEAR
 HZ0877'OVERHEAD TELEPHONE LINE CROSSING.  CONTINUE SOUTH ON I-75 FOR 0.35
 HZ0877'MILE TO STATION ON LEFT.
 HZ0877'
 HZ0877'STATION MARK IS 93 FEET EAST OF THE CENTERLINE OF EAST LANE, 4.5 FEET
 HZ0877'WEST OF THE EAST R/W FENCE, 4 FEET WEST OF METAL WITNESS POST AND
 HZ0877'SIGN AND ABOUT 1 FOOT LOWER THAN EAST LANE.  THE MARK PROJECTS 2
 HZ0877'INCHES AND IS STAMPED I-75 T112 1965.
 HZ0877'
 HZ0877'REFERENCE MARK NO.1 IS 46.83 FEET SOUTH OF STATION, 95 FEET EAST OF
 HZ0877'THE CENTERLINE OF EAST LANE AND 1.5 FEET WEST OF THE EAST R/W FENCE.
 HZ0877'THE MARK PROJECTS 2 INCHES AND IS STAMPED I75-T112 NO.1 1965.
 HZ0877'
 HZ0877'REFERENCE MARK NO.2 IS 30.13 FEET WEST OF STATION, 62.5 FEET EAST OF
 HZ0877'THE CENTERLINE OF EAST LANE AND 35 FEET WEST OF THE EAST R/W FENCE.
 HZ0877'THE MARK PROJECTS 2 INCHES AND IS STAMPED I75-T112 NO.2 1965.
 HZ0877'
 HZ0877'AZIMUTH MARK IS ABOUT 0.35 MILE NORTHWEST OF STATION, 95 FEET WEST OF
 HZ0877'THE CENTERLINE OF WEST LANE, 2 FEET EAST OF THE WEST R/W FENCE, 2.5
 HZ0877'FEET EAST OF METAL WITNESS POST AND SIGN AND ABOUT 8 FEET HIGHER
 HZ0877'THAN WEST LANE.  THE MARK PROJECTS 2 INCHES AND IS STAMPED I75-T112
 HZ0877'1965.
 HZ0877'
 HZ0877'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0877'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 HZ0877'
 HZ0877'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 HZ0877
 HZ0877                          STATION RECOVERY (1965)
 HZ0877
 HZ0877'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0877'1 MI SW FROM FLORENCE.
 HZ0877'ABOUT 0.8 MILE SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0877'U.S. HIGHWAY 42 INTERCHANGE, WHICH IS SOUTHWEST OF FLORENCE, 93.0
 HZ0877'FEET EAST OF THE CENTERLINE OF EAST LANE, 4.5 FEET WEST OF THE
 HZ0877'EAST R/W FENCE, 4.0 FEET WEST OF METAL WITNESS POST AND SIGN AND
 HZ0877'ABOUT 1 FOOT LOWER THAN EAST LANE.  A KENTUCKY DEPARTMENT OF
 HZ0877'HIGHWAYS SURVEY DISK PROJECTING 2 INCHES AND STAMPED I75-T112 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0879 ***********************************************************************
 HZ0879  DESIGNATION -  I75 T 112 AZ MK
 HZ0879  PID         -  HZ0879
 HZ0879  STATE/COUNTY-  KY/BOONE
 HZ0879  USGS QUAD   -  UNION (1984)
 HZ0879
 HZ0879                         *CURRENT SURVEY CONTROL
 HZ0879  ___________________________________________________________________
 HZ0879* NAD 83(1986)-  38 58 44.     (N)    084 38 22.     (W)     SCALED    
 HZ0879* NAVD 88     -       277.010  (meters)     908.82   (feet)  ADJUSTED  
 HZ0879  ___________________________________________________________________
 HZ0879  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HZ0879  DYNAMIC HT  -         276.831 (meters)     908.24  (feet)  COMP
 HZ0879  MODELED GRAV-     979,976.2   (mgal)                       NAVD 88
 HZ0879
 HZ0879  VERT ORDER  -  SECOND    CLASS 0
 HZ0879
 HZ0879.The horizontal coordinates were scaled from a topographic map and have
 HZ0879.an estimated accuracy of +/- 6 seconds.
 HZ0879
 HZ0879.The orthometric height was determined by differential leveling
 HZ0879.and adjusted by the National Geodetic Survey in June 1991..
 HZ0879
 HZ0879.The geoid height was determined by GEOID03.
 HZ0879
 HZ0879.The dynamic height is computed by dividing the NAVD 88
 HZ0879.geopotential number by the normal gravity value computed on the
 HZ0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0879.degrees latitude (g = 980.6199 gals.).
 HZ0879
 HZ0879.The modeled gravity was interpolated from observed gravity values.
 HZ0879
 HZ0879;                    North         East    Units  Estimated Accuracy
 HZ0879;SPC KY1Z     - 1,294,200.    1,596,240.      MT  (+/- 180 meters Scaled)
 HZ0879
 HZ0879                          SUPERSEDED SURVEY CONTROL
 HZ0879
 HZ0879  NGVD 29 (??/??/92)  277.211  (m)          909.48   (f) ADJ UNCH    2 0
 HZ0879
 HZ0879.Superseded values are not recommended for survey control.
 HZ0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0879.See file dsdata.txt to determine how the superseded data were derived.
 HZ0879
 HZ0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ044170(NAD 83)
 HZ0879_MARKER: DZ = AZIMUTH MARK DISK
 HZ0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0879_STAMPING: I75-T112 1965
 HZ0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0879+STABILITY: SURFACE MOTION
 HZ0879
 HZ0879  HISTORY     - Date     Condition        Report By
 HZ0879  HISTORY     - 1965     MONUMENTED       PAS
 HZ0879
 HZ0879                          STATION DESCRIPTION
 HZ0879
 HZ0879'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0879'0.8 MI SW FROM FLORENCE.
 HZ0879'ABOUT 0.45 MILE SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0879'U.S. HIGHWAY 42 INTERCHANGE, WHICH IS SOUTHWEST OF FLORENCE, 95.0
 HZ0879'FEET WEST OF THE CENTERLINE OF WEST LANE, 2.0 FEET EAST OF THE
 HZ0879'WEST R/W FENCE, 2.5 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN
 HZ0879'AND ABOUT 8 FEET HIGHER THAN WEST LANE.  A KENTUCKY DEPARTMENT
 HZ0879'OF HIGHWAYS AZIMUTH MARK DISK PROJECTING 2 INCHES AND STAMPED
 HZ0879'I75-T112 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0878 ***********************************************************************
 HZ0878  DESIGNATION -  I75 T 112 RM 1
 HZ0878  PID         -  HZ0878
 HZ0878  STATE/COUNTY-  KY/BOONE
 HZ0878  USGS QUAD   -  UNION (1984)
 HZ0878
 HZ0878                         *CURRENT SURVEY CONTROL
 HZ0878  ___________________________________________________________________
 HZ0878* NAD 83(1986)-  38 58 25.     (N)    084 38 12.     (W)     SCALED    
 HZ0878* NAVD 88     -       276.872  (meters)     908.37   (feet)  ADJUSTED  
 HZ0878  ___________________________________________________________________
 HZ0878  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0878  DYNAMIC HT  -         276.693 (meters)     907.78  (feet)  COMP
 HZ0878  MODELED GRAV-     979,975.8   (mgal)                       NAVD 88
 HZ0878
 HZ0878  VERT ORDER  -  SECOND    CLASS 0
 HZ0878
 HZ0878.The horizontal coordinates were scaled from a topographic map and have
 HZ0878.an estimated accuracy of +/- 6 seconds.
 HZ0878
 HZ0878.The orthometric height was determined by differential leveling
 HZ0878.and adjusted by the National Geodetic Survey in June 1991..
 HZ0878
 HZ0878.The geoid height was determined by GEOID03.
 HZ0878
 HZ0878.The dynamic height is computed by dividing the NAVD 88
 HZ0878.geopotential number by the normal gravity value computed on the
 HZ0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0878.degrees latitude (g = 980.6199 gals.).
 HZ0878
 HZ0878.The modeled gravity was interpolated from observed gravity values.
 HZ0878
 HZ0878;                    North         East    Units  Estimated Accuracy
 HZ0878;SPC KY1Z     - 1,293,620.    1,596,490.      MT  (+/- 180 meters Scaled)
 HZ0878
 HZ0878                          SUPERSEDED SURVEY CONTROL
 HZ0878
 HZ0878  NGVD 29 (??/??/92)  277.072  (m)          909.03   (f) ADJ UNCH    2 0
 HZ0878
 HZ0878.Superseded values are not recommended for survey control.
 HZ0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0878.See file dsdata.txt to determine how the superseded data were derived.
 HZ0878
 HZ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ047165(NAD 83)
 HZ0878_MARKER: DR = REFERENCE MARK DISK
 HZ0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0878_STAMPING: I75-T112 RM 1 1965
 HZ0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0878+STABILITY: SURFACE MOTION
 HZ0878
 HZ0878  HISTORY     - Date     Condition        Report By
 HZ0878  HISTORY     - 1965     MONUMENTED       PAS
 HZ0878
 HZ0878                          STATION DESCRIPTION
 HZ0878
 HZ0878'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0878'1 MI SW FROM FLORENCE.
 HZ0878'ABOUT 0.8 MILE SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0878'U.S. HIGHWAY 42 INTERCHANGE, WHICH IS SOUTHWEST OF FLORENCE, 95.0
 HZ0878'FEET EAST OF THE CENTERLINE OF EAST LANE AND 1.5 FEET WEST OF
 HZ0878'EAST R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK
 HZ0878'PROJECTING 2 INCHES AND STAMPED I75-T112 R.M. 1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0876 ***********************************************************************
 HZ0876  DESIGNATION -  I75 T 112 RM 2
 HZ0876  PID         -  HZ0876
 HZ0876  STATE/COUNTY-  KY/BOONE
 HZ0876  USGS QUAD   -  UNION (1984)
 HZ0876
 HZ0876                         *CURRENT SURVEY CONTROL
 HZ0876  ___________________________________________________________________
 HZ0876* NAD 83(1986)-  38 58 25.     (N)    084 38 12.     (W)     SCALED    
 HZ0876* NAVD 88     -       276.934  (meters)     908.57   (feet)  ADJUSTED  
 HZ0876  ___________________________________________________________________
 HZ0876  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0876  DYNAMIC HT  -         276.756 (meters)     907.99  (feet)  COMP
 HZ0876  MODELED GRAV-     979,975.8   (mgal)                       NAVD 88
 HZ0876
 HZ0876  VERT ORDER  -  SECOND    CLASS 0
 HZ0876
 HZ0876.The horizontal coordinates were scaled from a topographic map and have
 HZ0876.an estimated accuracy of +/- 6 seconds.
 HZ0876
 HZ0876.The orthometric height was determined by differential leveling
 HZ0876.and adjusted by the National Geodetic Survey in June 1991..
 HZ0876
 HZ0876.The geoid height was determined by GEOID03.
 HZ0876
 HZ0876.The dynamic height is computed by dividing the NAVD 88
 HZ0876.geopotential number by the normal gravity value computed on the
 HZ0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0876.degrees latitude (g = 980.6199 gals.).
 HZ0876
 HZ0876.The modeled gravity was interpolated from observed gravity values.
 HZ0876
 HZ0876;                    North         East    Units  Estimated Accuracy
 HZ0876;SPC KY1Z     - 1,293,620.    1,596,490.      MT  (+/- 180 meters Scaled)
 HZ0876
 HZ0876                          SUPERSEDED SURVEY CONTROL
 HZ0876
 HZ0876  NGVD 29 (??/??/92)  277.134  (m)          909.23   (f) ADJ UNCH    2 0
 HZ0876
 HZ0876.Superseded values are not recommended for survey control.
 HZ0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0876.See file dsdata.txt to determine how the superseded data were derived.
 HZ0876
 HZ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ047165(NAD 83)
 HZ0876_MARKER: DR = REFERENCE MARK DISK
 HZ0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0876_STAMPING: I75-T112 RM 2 1965
 HZ0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0876+STABILITY: SURFACE MOTION
 HZ0876
 HZ0876  HISTORY     - Date     Condition        Report By
 HZ0876  HISTORY     - 1965     MONUMENTED       PAS
 HZ0876
 HZ0876                          STATION DESCRIPTION
 HZ0876
 HZ0876'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0876'1 MI SW FROM FLORENCE.
 HZ0876'ABOUT 0.8 MILE SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0876'U.S. HIGHWAY 42 INTERCHANGE, WHICH IS SOUTHWEST OF FLORENCE, 62.5
 HZ0876'FEET EAST OF THE CENTERLINE OF EAST LANE AND 25.0 FEET WEST OF
 HZ0876'THE EAST R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE
 HZ0876'MARK DISK PROJECTING 2 INCHES AND STAMPED I75-T112 R.M. 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1086 ***********************************************************************
 JZ1086  DESIGNATION -  I75 T 113
 JZ1086  PID         -  JZ1086
 JZ1086  STATE/COUNTY-  KY/BOONE
 JZ1086  USGS QUAD   -  BURLINGTON (1991)
 JZ1086
 JZ1086                         *CURRENT SURVEY CONTROL
 JZ1086  ___________________________________________________________________
 JZ1086* NAD 83(1993)-  39 00 04.71181(N)    084 38 54.17653(W)     ADJUSTED  
 JZ1086* NAVD 88     -       285.397  (meters)     936.34   (feet)  ADJUSTED  
 JZ1086  ___________________________________________________________________
 JZ1086  X           -     462,927.299 (meters)                     COMP
 JZ1086  Y           -  -4,941,796.033 (meters)                     COMP
 JZ1086  Z           -   3,992,588.138 (meters)                     COMP
 JZ1086  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 JZ1086  ELLIP HEIGHT-         251.37  (meters)          (01/02/01) GPS OBS
 JZ1086  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ1086  DYNAMIC HT  -         285.213 (meters)     935.74  (feet)  COMP
 JZ1086  MODELED GRAV-     979,977.8   (mgal)                       NAVD 88
 JZ1086
 JZ1086  HORZ ORDER  -  FIRST
 JZ1086  VERT ORDER  -  SECOND    CLASS 0
 JZ1086  ELLP ORDER  -  THIRD     CLASS II
 JZ1086
 JZ1086.The horizontal coordinates were established by GPS observations
 JZ1086.and adjusted by the National Geodetic Survey in January 2001..
 JZ1086
 JZ1086.The orthometric height was determined by differential leveling
 JZ1086.and adjusted by the National Geodetic Survey in June 1991..
 JZ1086
 JZ1086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1086
 JZ1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1086
 JZ1086.The ellipsoidal height was determined by GPS observations
 JZ1086.and is referenced to NAD 83.
 JZ1086
 JZ1086.The geoid height was determined by GEOID03.
 JZ1086
 JZ1086.The dynamic height is computed by dividing the NAVD 88
 JZ1086.geopotential number by the normal gravity value computed on the
 JZ1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1086.degrees latitude (g = 980.6199 gals.).
 JZ1086
 JZ1086.The modeled gravity was interpolated from observed gravity values.
 JZ1086
 JZ1086;                    North         East     Units Scale Factor Converg.
 JZ1086;SPC KY1Z     - 1,296,682.917 1,595,434.539   MT  1.00009787   +0 40 34.9
 JZ1086;SPC KY1Z     - 4,254,200.54  5,234,354.82   sFT  1.00009787   +0 40 34.9
 JZ1086;SPC KY N     -   166,721.374   465,490.123   MT  1.00000545   -0 14 52.2
 JZ1086;SPC KY N     -   546,985.04  1,527,195.51   sFT  1.00000545   -0 14 52.2
 JZ1086;UTM  16      - 4,319,552.668   703,638.955   MT  1.00011065   +1 28 49.7
 JZ1086
 JZ1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1086!SPC KY1Z     -   0.99996056  x   1.00009787  =   1.00005843
 JZ1086!SPC KY N     -   0.99996056  x   1.00000545  =   0.99996601
 JZ1086!UTM  16      -   0.99996056  x   1.00011065  =   1.00007121
 JZ1086
 JZ1086|---------------------------------------------------------------------|
 JZ1086| PID    Reference Object                     Distance      Geod. Az  |
 JZ1086|                                                           dddmmss.s |
 JZ1086| JZ1085 I75 T 113 RM 1                       16.314 METERS 10657     |
 JZ1086| HZ0881 I75 T 113 AZ MK                                    1543708.5 |
 JZ1086| JZ1084 I75 T 113 RM 2                       12.678 METERS 20336     |
 JZ1086|---------------------------------------------------------------------|
 JZ1086
 JZ1086                          SUPERSEDED SURVEY CONTROL
 JZ1086
 JZ1086  NAD 83(1993)-  39 00 04.71576(N)    084 38 54.16981(W) AD(       ) 2
 JZ1086  NAD 83(1993)-  39 00 04.71673(N)    084 38 54.17358(W) AD(       ) 2
 JZ1086  NAD 83(1986)-  39 00 04.71342(N)    084 38 54.18385(W) AD(       ) 2
 JZ1086  NAD 27      -  39 00 04.49263(N)    084 38 54.37715(W) AD(       ) 2
 JZ1086  NAVD 88 (01/02/01)  285.40   (m)          936.3    (f) LEVELING    3  
 JZ1086  NGVD 29 (??/??/92)  285.601  (m)          937.01   (f) ADJ UNCH    2 0
 JZ1086
 JZ1086.Superseded values are not recommended for survey control.
 JZ1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1086.See file dsdata.txt to determine how the superseded data were derived.
 JZ1086
 JZ1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0363919553(NAD 83)
 JZ1086_MARKER: DD = SURVEY DISK
 JZ1086_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JZ1086_STAMPING: I75-T113 1965
 JZ1086_MARK LOGO: KYHD  
 JZ1086_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1086+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 JZ1086
 JZ1086  HISTORY     - Date     Condition        Report By
 JZ1086  HISTORY     - 1965     MONUMENTED       KYHD
 JZ1086  HISTORY     - 1965     GOOD             PAS
 JZ1086  HISTORY     - 20001010 GOOD             WOOLPT
 JZ1086  HISTORY     - 20040403 GOOD             INDIV
 JZ1086
 JZ1086                          STATION DESCRIPTION
 JZ1086
 JZ1086'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 JZ1086'STATION IS LOCATED AT THE INTERSTATE ROUTE 75 AND STATE HIGHWAY 18
 JZ1086'INTERCHANGE ON THE WEST SIDE OF FLORENCE, IN THE SOUTHWEST
 JZ1086'QUADRANT OF THE INTERCHANGE.
 JZ1086'
 JZ1086'STATION MARK IS 143 FEET WEST OF THE SOUTHWEST CORNER OF SOUTH BRIDGE
 JZ1086'OF HIGHWAY 18 OVER I-75, 51 FEET SOUTH OF THE SOUTH LANE OF
 JZ1086'HIGHWAY 18, 73 FEET SOUTH OF A METAL LAMP POST, 45 FEET SOUTHWEST OF
 JZ1086'THE WEST END OF METAL GUARD RAIL AND 3 FEET NORTHEAST OF METAL
 JZ1086'WITNESS POST AND SIGN. THE MARK PROJECTS 2 INCHES AND IS STAMPED
 JZ1086'I75-T113 1965.
 JZ1086'
 JZ1086'REFERENCE MARK NO. 1 IS 53.52 FEET EAST OF STATION, 93 FEET SOUTHWEST
 JZ1086'OF THE SOUTHWEST END OF SOUTH BRIDGE OF HIGHWAY 18 OVER I-75, 54
 JZ1086'FEET SOUTH OF THE CENTER OF HIGHWAY 18 AND 35 FEET EAST OF THE WEST
 JZ1086'END OF METAL GUARD RAIL. THE MARK PROJECTS 2 INCHES AND IS
 JZ1086'STAMPED I75-T113 NO. 1 1965.
 JZ1086'
 JZ1086'REFERENCE MARK 2 IS 41.59 FEET SOUTH OF STATION, 93 FEET SOUTH OF A
 JZ1086'METAL LAMP POST, 92 FEET SOUTH OF THE CENTER OF SOUTH LANE OF
 JZ1086'HIGHWAY 18 AND 39 FEET SOUTH OF METAL WITNESS POST AND SIGN. THE MARK
 JZ1086'PROJECTS 1 INCH AND IS STAMPED I75-T113 NO. 2 1965.
 JZ1086'
 JZ1086'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHEAST OF STATION AT THE
 JZ1086'NORTHBOUND EXIT OF I-75 AND THE SOUTHEAST RAMP, 65 FEET
 JZ1086'NORTHEAST OF EAST EDGE OF SOUTHEAST RAMP, 60 FEET EAST OF METAL LAMP
 JZ1086'POST, 44 FEET SOUTH OF FENCE CORNER, 2 FEET SOUTHWEST OF EAST
 JZ1086'R/W FENCE AND 1.5 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN. THE
 JZ1086'MARK PROJECTS 1 INCH AND IS STAMPED I75-T113 1965.
 JZ1086'
 JZ1086'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 JZ1086'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 JZ1086'DESCRIBED.
 JZ1086'
 JZ1086'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
 JZ1086
 JZ1086                          STATION RECOVERY (1965)
 JZ1086
 JZ1086'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 JZ1086'0.4 MI W FROM FLORENCE.
 JZ1086'STATION IS LOCATED AT THE INTERSTATE ROUTE 75 AND STATE HIGHWAY
 JZ1086'18 INTERCHANGE, WHICH IS ON THE WEST SIDE OF FLORENCE, 143.0 FEET
 JZ1086'WEST OF THE SOUTHWEST CORNER OF SOUTH BRIDGE OF HIGHWAY 18 OVER
 JZ1086'I-75, 51.0 FEET SOUTH OF THE SOUTH LANE OF HIGHWAY 18, 73.0 FEET
 JZ1086'SOUTH OF A METAL LAMP POST, 45.0 FEET SOUTHWEST OF THE WEST END
 JZ1086'OF METAL GUARD RAIL AND 3.0 FEET NORTHEAST OF METAL WITNESS
 JZ1086'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK
 JZ1086'PROJECTING 2 INCHES AND STAMPED I75-T113 1965.
 JZ1086
 JZ1086                          STATION RECOVERY (2000)
 JZ1086
 JZ1086'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (GTF)
 JZ1086'RECOVERED AS DESCRIBED, EXCEPT THE MARK PROJECTS 6 CM.
 JZ1086
 JZ1086                          STATION RECOVERY (2004)
 JZ1086
 JZ1086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DJR)
 JZ1086'ALSO RECOVERED REFERENCE MARKS 1 AND 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0881 ***********************************************************************
 HZ0881  DESIGNATION -  I75 T 113 AZ MK
 HZ0881  PID         -  HZ0881
 HZ0881  STATE/COUNTY-  KY/BOONE
 HZ0881  USGS QUAD   -  UNION (1984)
 HZ0881
 HZ0881                         *CURRENT SURVEY CONTROL
 HZ0881  ___________________________________________________________________
 HZ0881* NAD 83(1986)-  38 59 52.     (N)    084 38 47.     (W)     SCALED    
 HZ0881* NAVD 88     -       280.766  (meters)     921.15   (feet)  ADJUSTED  
 HZ0881  ___________________________________________________________________
 HZ0881  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 HZ0881  DYNAMIC HT  -         280.585 (meters)     920.55  (feet)  COMP
 HZ0881  MODELED GRAV-     979,977.6   (mgal)                       NAVD 88
 HZ0881
 HZ0881  VERT ORDER  -  SECOND    CLASS 0
 HZ0881
 HZ0881.The horizontal coordinates were scaled from a topographic map and have
 HZ0881.an estimated accuracy of +/- 6 seconds.
 HZ0881
 HZ0881.The orthometric height was determined by differential leveling
 HZ0881.and adjusted by the National Geodetic Survey in June 1991..
 HZ0881
 HZ0881.The geoid height was determined by GEOID03.
 HZ0881
 HZ0881.The dynamic height is computed by dividing the NAVD 88
 HZ0881.geopotential number by the normal gravity value computed on the
 HZ0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0881.degrees latitude (g = 980.6199 gals.).
 HZ0881
 HZ0881.The modeled gravity was interpolated from observed gravity values.
 HZ0881
 HZ0881;                    North         East    Units  Estimated Accuracy
 HZ0881;SPC KY1Z     - 1,296,290.    1,595,610.      MT  (+/- 180 meters Scaled)
 HZ0881
 HZ0881                          SUPERSEDED SURVEY CONTROL
 HZ0881
 HZ0881  NGVD 29 (??/??/92)  280.969  (m)          921.81   (f) ADJ UNCH    2 0
 HZ0881
 HZ0881.Superseded values are not recommended for survey control.
 HZ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0881.See file dsdata.txt to determine how the superseded data were derived.
 HZ0881
 HZ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ038191(NAD 83)
 HZ0881_MARKER: DZ = AZIMUTH MARK DISK
 HZ0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0881_STAMPING: I75-T113 1965
 HZ0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0881+STABILITY: SURFACE MOTION
 HZ0881
 HZ0881  HISTORY     - Date     Condition        Report By
 HZ0881  HISTORY     - 1965     MONUMENTED       KYHD
 HZ0881
 HZ0881                          STATION DESCRIPTION
 HZ0881
 HZ0881'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965
 HZ0881'0.3 MI W FROM FLORENCE.
 HZ0881'LOCATED AT THE NORTHBOUND EXIT OF I-75 AND THE SOUTHEAST RAMP,
 HZ0881'65.0 FEET NORTHEAST OF EAST EDGE OF SOUTHEAST RAMP, 60.0 FEET
 HZ0881'EAST OF METAL LAMP POST, 44.0 FEET SOUTH OF FENCE CORNER,
 HZ0881'2.0 FEET SOUTHWEST OF EAST R/W FENCE AND 1.5 FEET SOUTHWEST OF
 HZ0881'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0881'AZIMUTH MARK DISK PROJECTING 1 INCH AND STAMPED I75-T113 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1085 ***********************************************************************
 JZ1085  DESIGNATION -  I75 T 113 RM 1
 JZ1085  PID         -  JZ1085
 JZ1085  STATE/COUNTY-  KY/BOONE
 JZ1085  USGS QUAD   -  BURLINGTON (1991)
 JZ1085
 JZ1085                         *CURRENT SURVEY CONTROL
 JZ1085  ___________________________________________________________________
 JZ1085* NAD 83(1986)-  39 00 04.     (N)    084 38 53.     (W)     SCALED    
 JZ1085* NAVD 88     -       285.397  (meters)     936.34   (feet)  ADJUSTED  
 JZ1085  ___________________________________________________________________
 JZ1085  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ1085  DYNAMIC HT  -         285.214 (meters)     935.74  (feet)  COMP
 JZ1085  MODELED GRAV-     979,977.8   (mgal)                       NAVD 88
 JZ1085
 JZ1085  VERT ORDER  -  SECOND    CLASS 0
 JZ1085
 JZ1085.The horizontal coordinates were scaled from a topographic map and have
 JZ1085.an estimated accuracy of +/- 6 seconds.
 JZ1085
 JZ1085.The orthometric height was determined by differential leveling
 JZ1085.and adjusted by the National Geodetic Survey in June 1991..
 JZ1085
 JZ1085.The geoid height was determined by GEOID03.
 JZ1085
 JZ1085.The dynamic height is computed by dividing the NAVD 88
 JZ1085.geopotential number by the normal gravity value computed on the
 JZ1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1085.degrees latitude (g = 980.6199 gals.).
 JZ1085
 JZ1085.The modeled gravity was interpolated from observed gravity values.
 JZ1085
 JZ1085;                    North         East    Units  Estimated Accuracy
 JZ1085;SPC KY1Z     - 1,296,660.    1,595,460.      MT  (+/- 180 meters Scaled)
 JZ1085
 JZ1085                          SUPERSEDED SURVEY CONTROL
 JZ1085
 JZ1085  NGVD 29 (??/??/92)  285.601  (m)          937.01   (f) ADJ UNCH    2 0
 JZ1085
 JZ1085.Superseded values are not recommended for survey control.
 JZ1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1085.See file dsdata.txt to determine how the superseded data were derived.
 JZ1085
 JZ1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ036195(NAD 83)
 JZ1085_MARKER: DD = SURVEY DISK
 JZ1085_SETTING: 0 = UNSPECIFIED SETTING
 JZ1085_STAMPING: I75-T113 RM 1 1965
 JZ1085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1085
 JZ1085  HISTORY     - Date     Condition        Report By
 JZ1085  HISTORY     - 1965     MONUMENTED       PAS
 JZ1085
 JZ1085                          STATION DESCRIPTION
 JZ1085
 JZ1085'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 JZ1085'0.4 MI W FROM FLORENCE.
 JZ1085'LOCATED AT THE INTERSTATE ROUTE 75 AND STATE HIGHWAY 18 INTERCHANGE,
 JZ1085'WHICH IS ON THE WEST SIDE OF FLORENCE, 93.0 FEET SOUTHWEST OF THE
 JZ1085'SOUTHWEST END OF SOUTH BRIDGE OF HIGHWAY 18 OVER I-75, 54.0 FEET
 JZ1085'SOUTH OF THE CENTER OF HIGHWAY 18 AND 35.0 FEET EAST OF THE WEST
 JZ1085'END OF METAL GUARD RAIL.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 JZ1085'REFERENCE MARK DISK PROJECTING 2 INCHES AND STAMPED I75-T113 R.M.
 JZ1085'1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1084 ***********************************************************************
 JZ1084  DESIGNATION -  I75 T 113 RM 2
 JZ1084  PID         -  JZ1084
 JZ1084  STATE/COUNTY-  KY/BOONE
 JZ1084  USGS QUAD   -  BURLINGTON (1991)
 JZ1084
 JZ1084                         *CURRENT SURVEY CONTROL
 JZ1084  ___________________________________________________________________
 JZ1084* NAD 83(1986)-  39 00 04.     (N)    084 38 53.     (W)     SCALED    
 JZ1084* NAVD 88     -       285.334  (meters)     936.13   (feet)  ADJUSTED  
 JZ1084  ___________________________________________________________________
 JZ1084  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ1084  DYNAMIC HT  -         285.150 (meters)     935.53  (feet)  COMP
 JZ1084  MODELED GRAV-     979,977.8   (mgal)                       NAVD 88
 JZ1084
 JZ1084  VERT ORDER  -  SECOND    CLASS 0
 JZ1084
 JZ1084.The horizontal coordinates were scaled from a topographic map and have
 JZ1084.an estimated accuracy of +/- 6 seconds.
 JZ1084
 JZ1084.The orthometric height was determined by differential leveling
 JZ1084.and adjusted by the National Geodetic Survey in June 1991..
 JZ1084
 JZ1084.The geoid height was determined by GEOID03.
 JZ1084
 JZ1084.The dynamic height is computed by dividing the NAVD 88
 JZ1084.geopotential number by the normal gravity value computed on the
 JZ1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1084.degrees latitude (g = 980.6199 gals.).
 JZ1084
 JZ1084.The modeled gravity was interpolated from observed gravity values.
 JZ1084
 JZ1084;                    North         East    Units  Estimated Accuracy
 JZ1084;SPC KY1Z     - 1,296,660.    1,595,460.      MT  (+/- 180 meters Scaled)
 JZ1084
 JZ1084                          SUPERSEDED SURVEY CONTROL
 JZ1084
 JZ1084  NGVD 29 (??/??/92)  285.537  (m)          936.80   (f) ADJ UNCH    2 0
 JZ1084
 JZ1084.Superseded values are not recommended for survey control.
 JZ1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1084.See file dsdata.txt to determine how the superseded data were derived.
 JZ1084
 JZ1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ036195(NAD 83)
 JZ1084_MARKER: DD = SURVEY DISK
 JZ1084_SETTING: 0 = UNSPECIFIED SETTING
 JZ1084_STAMPING: I75-T113 RM 2 1965
 JZ1084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1084
 JZ1084  HISTORY     - Date     Condition        Report By
 JZ1084  HISTORY     - 1965     MONUMENTED       PAS
 JZ1084
 JZ1084                          STATION DESCRIPTION
 JZ1084
 JZ1084'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 JZ1084'0.4 MI W FROM FLORENCE.
 JZ1084'LOCATED AT THE INTERSTATE ROUTE 75 AND STATE HIGHWAY 18 INTERCHANGE,
 JZ1084'WHICH IS ON THE WEST SIDE OF FLORENCE, 93.0 FEET SOUTH OF A
 JZ1084'METAL LAMP POST, 92.0 FEET SOUTH OF THE CENTER OF SOUTH LANE OF
 JZ1084'HIGHWAY 18 AND 39.0 FEET SOUTH OF METAL WITNESS POST AND SIGN.
 JZ1084'A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK PROJECTING
 JZ1084'1 INCH AND STAMPED I75-T113 R.M. 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1090 ***********************************************************************
 JZ1090  DESIGNATION -  I75 T 114 AZ MK
 JZ1090  PID         -  JZ1090
 JZ1090  STATE/COUNTY-  KY/BOONE
 JZ1090  USGS QUAD   -  COVINGTON (1987)
 JZ1090
 JZ1090                         *CURRENT SURVEY CONTROL
 JZ1090  ___________________________________________________________________
 JZ1090* NAD 83(1993)-  39 01 04.12367(N)    084 37 18.98652(W)     ADJUSTED  
 JZ1090* NAVD 88     -       273.573  (meters)     897.55   (feet)  ADJUSTED  
 JZ1090  ___________________________________________________________________
 JZ1090  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 JZ1090  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ1090  DYNAMIC HT  -         273.397 (meters)     896.97  (feet)  COMP
 JZ1090  MODELED GRAV-     979,979.0   (mgal)                       NAVD 88
 JZ1090
 JZ1090  HORZ ORDER  -  SECOND
 JZ1090  VERT ORDER  -  SECOND    CLASS 0
 JZ1090
 JZ1090.The horizontal coordinates were established by classical geodetic methods
 JZ1090.and adjusted by the National Geodetic Survey in April 1998..
 JZ1090
 JZ1090.The orthometric height was determined by differential leveling
 JZ1090.and adjusted by the National Geodetic Survey in June 1991..
 JZ1090
 JZ1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1090
 JZ1090.The geoid height was determined by GEOID03.
 JZ1090
 JZ1090.The dynamic height is computed by dividing the NAVD 88
 JZ1090.geopotential number by the normal gravity value computed on the
 JZ1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1090.degrees latitude (g = 980.6199 gals.).
 JZ1090
 JZ1090.The modeled gravity was interpolated from observed gravity values.
 JZ1090
 JZ1090;                    North         East     Units Scale Factor Converg.
 JZ1090;SPC KY1Z     - 1,298,542.457 1,597,702.956   MT  1.00010359   +0 41 33.3
 JZ1090;SPC KY1Z     - 4,260,301.38  5,241,797.11   sFT  1.00010359   +0 41 33.3
 JZ1090;SPC KY N     -   168,543.918   467,788.019   MT  1.00000818   -0 13 52.9
 JZ1090;SPC KY N     -   552,964.50  1,534,734.53   sFT  1.00000818   -0 13 52.9
 JZ1090;UTM  16      - 4,321,443.907   705,881.071   MT  1.00012196   +1 29 51.6
 JZ1090
 JZ1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1090!SPC KY1Z     -   0.99996241  x   1.00010359  =   1.00006600
 JZ1090!SPC KY N     -   0.99996241  x   1.00000818  =   0.99997059
 JZ1090!UTM  16      -   0.99996241  x   1.00012196  =   1.00008437
 JZ1090
 JZ1090:                Primary Azimuth Mark                     Grid Az
 JZ1090:SPC KY1Z     -  CINCINNATI RAD STA JBI FM MAST           029 27 16.5
 JZ1090:SPC KY N     -  CINCINNATI RAD STA JBI FM MAST           030 22 42.7
 JZ1090:UTM  16      -  CINCINNATI RAD STA JBI FM MAST           028 38 58.2
 JZ1090
 JZ1090|---------------------------------------------------------------------|
 JZ1090| PID    Reference Object                     Distance      Geod. Az  |
 JZ1090|                                                           dddmmss.s |
 JZ1090| JZ3213 CINCINNATI RAD STA JBI FM MAST      APPROX.11.2 KM 0300849.8 |
 JZ1090| JZ3597 I75 T 114 RESET                     APPROX. 1.3 KM 2360845.6 |
 JZ1090|---------------------------------------------------------------------|
 JZ1090
 JZ1090                          SUPERSEDED SURVEY CONTROL
 JZ1090
 JZ1090  NAD 83(1993)-  39 01 04.12587(N)    084 37 18.99071(W) AD(       ) 2
 JZ1090  NAD 83(1986)-  39 01 04.12276(N)    084 37 18.99883(W) AD(       ) 2
 JZ1090  NAD 27      -  39 01 03.90112(N)    084 37 19.19515(W) AD(       ) 2
 JZ1090  NGVD 29 (??/??/92)  273.780  (m)          898.23   (f) ADJ UNCH    2 0
 JZ1090
 JZ1090.Superseded values are not recommended for survey control.
 JZ1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1090.See file dsdata.txt to determine how the superseded data were derived.
 JZ1090
 JZ1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0588121444(NAD 83)
 JZ1090_MARKER: DZ = AZIMUTH MARK DISK
 JZ1090_SETTING: 0 = UNSPECIFIED SETTING
 JZ1090_STAMPING: I75-T114 1965
 JZ1090_MARK LOGO: KYHD  
 JZ1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1090
 JZ1090  HISTORY     - Date     Condition        Report By
 JZ1090  HISTORY     - 1965     MONUMENTED       KYHD
 JZ1090  HISTORY     - 1965     GOOD             PAS
 JZ1090
 JZ1090                          STATION DESCRIPTION
 JZ1090
 JZ1090'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 JZ1090'STATION IS LOCATED ABOUT 1 MILE NORTH OF FLORENCE, ABOUT 1 MILE WEST
 JZ1090'OF ERLANGER AND ABOUT 0.75 MILE SOUTHWEST OF THE DONALDSON ROAD
 JZ1090'INTERCHANGE, STATE HIGHWAY 236. IT IS ON A HIGH CUT BANK NEAR THE
 JZ1090'EAST R/W FENCE.  TO REACH THE STATION FROM THE
 JZ1090'I-75 AND STATE HIGHWAY 18 INTERCHANGE, GO NORTHEAST ON I-75 FOR 1.8
 JZ1090'MILES TO STATION ON RIGHT. TO REACH FROM THE DONALDSON ROAD
 JZ1090'INTERCHANGE STATE HIGHWAY 236 GO SOUTHWEST ON I-75 FOR 0.75 MILE TO
 JZ1090'STATION ON LEFT.
 JZ1090'
 JZ1090'STATION MARK IS ABOUT 127 FEET NORTHEAST OF R/W FENCE CORNER, ABOUT
 JZ1090'105 FEET SOUTHEAST OF THE EAST EDGE OF EAST LANE, 4 FEET NORTHWEST
 JZ1090'OF EAST R/W FENCE, 3.5 FEET NORTHWEST OF METAL WITNESS POST AND SIGN
 JZ1090'AND ABOUT 30 FEET HIGHER THAN EAST LANE. THE MARK PROJECTS 1
 JZ1090'INCH AND IS STAMPED I75-T114 1965.
 JZ1090'
 JZ1090'AZIMUTH MARK IS KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 JZ1090'CONCRETE AS DESCRIBED.
 JZ1090'
 JZ1090'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 JZ1090
 JZ1090                          STATION RECOVERY (1965)
 JZ1090
 JZ1090'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 JZ1090'1.2 MI NE FROM FLORENCE.
 JZ1090'1.8 MILES NORTHEAST ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 JZ1090'STATE HIGHWAY 18 INTERCHANGE, ABOUT 127 FEET NORTHEAST OF R/W
 JZ1090'FENCE CORNER, ABOUT 105 FEET SOUTHEAST OF EAST EDGE OF EAST LANE,
 JZ1090'4.0 FEET NORTHWEST OF EAST R/W FENCE.  3.5 FEET NORTHWEST OF
 JZ1090'METAL WITNESS POST AND SIGN AND ABOUT 30 FEET HIGHER THAN EAST
 JZ1090'LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK
 JZ1090'PROJECTING 1 INCH AND STAMPED I75-T114 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3597 ***********************************************************************
 JZ3597  DESIGNATION -  I75 T 114 RESET
 JZ3597  PID         -  JZ3597
 JZ3597  STATE/COUNTY-  KY/BOONE
 JZ3597  USGS QUAD   -  BURLINGTON (1991)
 JZ3597
 JZ3597                         *CURRENT SURVEY CONTROL
 JZ3597  ___________________________________________________________________
 JZ3597* NAD 83(1993)-  39 00 40.83552(N)    084 38 03.48004(W)     ADJUSTED  
 JZ3597* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 JZ3597  ___________________________________________________________________
 JZ3597  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 JZ3597  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ3597
 JZ3597  HORZ ORDER  -  SECOND
 JZ3597
 JZ3597.The horizontal coordinates were established by classical geodetic methods
 JZ3597.and adjusted by the National Geodetic Survey in April 1998..
 JZ3597
 JZ3597.The orthometric height was scaled from a topographic map.
 JZ3597
 JZ3597.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3597
 JZ3597.The geoid height was determined by GEOID03.
 JZ3597
 JZ3597;                    North         East     Units Scale Factor Converg.
 JZ3597;SPC KY1Z     - 1,297,811.412 1,596,641.135   MT  1.00010134   +0 41 06.0
 JZ3597;SPC KY1Z     - 4,257,902.94  5,238,313.46   sFT  1.00010134   +0 41 06.0
 JZ3597;SPC KY N     -   167,830.160   466,714.648   MT  1.00000710   -0 14 20.6
 JZ3597;SPC KY N     -   550,622.78  1,531,212.97   sFT  1.00000710   -0 14 20.6
 JZ3597;UTM  16      - 4,320,698.007   704,829.606   MT  1.00011664   +1 29 22.8
 JZ3597
 JZ3597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3597!SPC KY1Z     -   0.99996097  x   1.00010134  =   1.00006230
 JZ3597!SPC KY N     -   0.99996097  x   1.00000710  =   0.99996807
 JZ3597!UTM  16      -   0.99996097  x   1.00011664  =   1.00007760
 JZ3597
 JZ3597|---------------------------------------------------------------------|
 JZ3597| PID    Reference Object                     Distance      Geod. Az  |
 JZ3597|                                                           dddmmss.s |
 JZ3597| JZ1088 I75 T 114 RM 1                       12.406 METERS 05125     |
 JZ3597| CC9390 I75 T 114 RM 3                       15.485 METERS 05225     |
 JZ3597| JZ1090 I75 T 114 AZ MK                     APPROX. 1.3 KM 0560817.6 |
 JZ3597| JZ3229 ERLANGER CO WATER DIST 1 TANK       APPROX. 3.9 KM 0681330.7 |
 JZ3597| CC9391 I75 T 114 RM 4                       17.465 METERS 22823     |
 JZ3597| JZ1087 I75 T 114 RM 2                       16.203 METERS 23151     |
 JZ3597|---------------------------------------------------------------------|
 JZ3597
 JZ3597                          SUPERSEDED SURVEY CONTROL
 JZ3597
 JZ3597  NAD 83(1993)-  39 00 40.83715(N)    084 38 03.48409(W) AD(       ) 2
 JZ3597  NAD 83(1986)-  39 00 40.83395(N)    084 38 03.49320(W) AD(       ) 2
 JZ3597  NAD 27      -  39 00 40.61268(N)    084 38 03.68821(W) AD(       ) 2
 JZ3597
 JZ3597.Superseded values are not recommended for survey control.
 JZ3597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3597.See file dsdata.txt to determine how the superseded data were derived.
 JZ3597
 JZ3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0483020698(NAD 83)
 JZ3597_MARKER: DS = TRIANGULATION STATION DISK
 JZ3597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3597_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3597_STAMPING: I 75 T 114 1965 1976
 JZ3597_MARK LOGO: NGS   
 JZ3597
 JZ3597  HISTORY     - Date     Condition        Report By
 JZ3597  HISTORY     - 1976     MONUMENTED       NGS
 JZ3597  HISTORY     - 20060429 MARK NOT FOUND   USPSQD
 JZ3597
 JZ3597                          STATION DESCRIPTION
 JZ3597
 JZ3597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JZ3597'THE AZIMUTH MARK AND UNDERGROUND STATION MARK WERE FOUND IN GOOD
 JZ3597'CONDITION.  THE SURFACE STATION MARK AND REFERENCE MARKS WERE
 JZ3597'DESTROYED BY GRADING.  THE DIRECTION TO THE AZIMUTH MARK CHECKED.
 JZ3597'A NEW SURFACE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE SET.  A
 JZ3597'NEW DESCRIPTION FOLLOWS.
 JZ3597'
 JZ3597'THE STATION IS LOCATED ON THE WEST RIGHT-OF-WAY OF INTERSTATE HIGHWAY
 JZ3597'75 AND 71, 83 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE SOUTH
 JZ3597'BOUND LANE OF THE HIGHWAY, 18 FEET EAST OF POWER POLE NO. 123, 3-1/2
 JZ3597'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND 2 FEET NORTHWEST OF A
 JZ3597'METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 JZ3597'IS STAMPED---I 75 T 114 1965 1976.
 JZ3597'
 JZ3597'TO REACH THE STATION FROM THE I 75 AND STATE HIGHWAY 18 INTERCHANGE,
 JZ3597'GO NORTHEAST ON I 75 FOR 0.95 MILE TO THE STATION ON THE LEFT.
 JZ3597'CONTINUE NORTHEAST ON THE HIGHWAY FOR 0.85 MILE TO THE AZIMUTH MARK
 JZ3597'ON THE RIGHT.
 JZ3597'
 JZ3597'REFERENCE MARK 3 IS 82 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 JZ3597'PAVEMENT, 3-1/2 FEET SOUTHEAST OF THE FENCE LINE WITH A METAL
 JZ3597'WITNESS SIGN ATTACHED AND 49 FEET SOUTHWEST OF POWER POLE NO. 122.
 JZ3597'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---T 75 T 114 1965
 JZ3597'NO 3 1976.
 JZ3597'
 JZ3597'REFERENCE MARK 4 IS 79 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 JZ3597'HIGHWAY, 6 FEET SOUTHEAST OF THE FENCE WITH A METAL WITNESS SIGN
 JZ3597'ATTACHED AND 47 FEET SOUTHWEST OF POWER POLE NO. 123.  THE MONUMENT
 JZ3597'IS FLUSH AND THE DISK IS STAMPED---I 75 T 114 1965 NO 4 1976.
 JZ3597'
 JZ3597'THE AZIMUTH MARK IS 45 FEET NORTHEAST OF A POWER POLE, 3-1/2 FEET
 JZ3597'NORTHWEST OF EAST RIGHT-OF-WAY FENCE LINE AND A METAL WITNESS POST
 JZ3597'AND 105 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVEMENT OF THE
 JZ3597'NORTH BOUND LANE OF THE HIGHWAY.  THE MONUMENT PROJECTS 2 INCHES
 JZ3597'AND THE DISK IS STAMPED---I75-T114 1965.
 JZ3597'
 JZ3597'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 JZ3597'NORTHWEST OF FLORENCE.
 JZ3597'
 JZ3597'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JZ3597
 JZ3597                          STATION RECOVERY (2006)
 JZ3597
 JZ3597'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 JZ3597'SURFACE MARKS NOT FOUND.  REFERENCE MARKS NOT FOUND.  POWER POLE 123
 JZ3597'HAS BEEN REPLACED BUT STILL NUMBERED 123.  SAME LOCATION AS PRIOR POLE
 JZ3597'NOT DETERMINED.  NO CONCRETE PROJECTIONS WERE FOUND.  NO WITNESS POSTS
 JZ3597'WERE SEEN IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1097 ***********************************************************************
 JZ1097  DESIGNATION -  I75 T 115 2 RM 4
 JZ1097  PID         -  JZ1097
 JZ1097  STATE/COUNTY-  KY/KENTON
 JZ1097  USGS QUAD   -  COVINGTON (1987)
 JZ1097
 JZ1097                         *CURRENT SURVEY CONTROL
 JZ1097  ___________________________________________________________________
 JZ1097* NAD 83(1986)-  39 01 54.     (N)    084 36 25.     (W)     SCALED    
 JZ1097* NAVD 88     -       270.97   (meters)     889.0    (feet)  RESET     
 JZ1097  ___________________________________________________________________
 JZ1097  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1097
 JZ1097  VERT ORDER  -  THIRD
 JZ1097
 JZ1097.The horizontal coordinates were scaled from a topographic map and have
 JZ1097.an estimated accuracy of +/- 6 seconds.
 JZ1097
 JZ1097.The orthometric height was computed from unverified reset data.
 JZ1097.No vertical observational check was made to the station.
 JZ1097
 JZ1097.The geoid height was determined by GEOID03.
 JZ1097
 JZ1097;                    North         East    Units  Estimated Accuracy
 JZ1097;SPC KY1Z     - 1,300,100.    1,598,980.      MT  (+/- 180 meters Scaled)
 JZ1097
 JZ1097                          SUPERSEDED SURVEY CONTROL
 JZ1097
 JZ1097  NGVD 29 (??/??/??)  271.18   (m)          889.7    (f) RESET       3  
 JZ1097
 JZ1097.Superseded values are not recommended for survey control.
 JZ1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1097.See file dsdata.txt to determine how the superseded data were derived.
 JZ1097
 JZ1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ071230(NAD 83)
 JZ1097_MARKER: DR = REFERENCE MARK DISK
 JZ1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1097_STAMPING: I-75 T-115 2 NO 4 1971
 JZ1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1097+STABILITY: SURFACE MOTION
 JZ1097
 JZ1097  HISTORY     - Date     Condition        Report By
 JZ1097  HISTORY     - 1971     MONUMENTED       NGS
 JZ1097  HISTORY     - 1974     GOOD             NGS
 JZ1097
 JZ1097                          STATION DESCRIPTION
 JZ1097
 JZ1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JZ1097'0.5 MI NW FROM ERLANGER.
 JZ1097'THIS MARK IS AT THE I75-T115 2 1971 TRAVERSE STATION SITE, 157
 JZ1097'FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE SOUTH
 JZ1097'BOUND LANES OF INTERSTATE ROUTE 75, ABOUT 92 FEET NORTH-NORTHEAST
 JZ1097'OF I75-T115 R.M. 2, ABOUT 88 FEET NORTHEAST OF I75-T115 2 R.M.
 JZ1097'3, 48.58 FEET NORTHEAST OF I75-T115 2, 42 FEET EAST-NORTHEAST
 JZ1097'OF A T FENCE CORNER, 30 FEET NORTH-NORTHEAST OF THE APPROXIMATE
 JZ1097'CENTER OF HARTMAN ROAD, 1.4 FEET SOUTH-SOUTHEAST OF A WOODEN
 JZ1097'FENCE, AND 1.0 FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST AND
 JZ1097'SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF AN
 JZ1097'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE
 JZ1097'DISK IS STAMPED I-75 T-115 2 NO 4 1971.
 JZ1097
 JZ1097                          STATION RECOVERY (1974)
 JZ1097
 JZ1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JZ1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ2703 ***********************************************************************
 JZ2703  DESIGNATION -  I75 T 115 4
 JZ2703  PID         -  JZ2703
 JZ2703  STATE/COUNTY-  KY/KENTON
 JZ2703  USGS QUAD   -  COVINGTON (1987)
 JZ2703
 JZ2703                         *CURRENT SURVEY CONTROL
 JZ2703  ___________________________________________________________________
 JZ2703* NAD 83(1993)-  39 01 54.36628(N)    084 36 26.58783(W)     ADJUSTED  
 JZ2703* NAVD 88     -       270.83   (+/-2cm)     888.5    (feet)  VERTCON   
 JZ2703  ___________________________________________________________________
 JZ2703  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 JZ2703  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ2703
 JZ2703  HORZ ORDER  -  THIRD
 JZ2703  VERT ORDER  -  THIRD (See Below)
 JZ2703
 JZ2703.The horizontal coordinates were established by classical geodetic methods
 JZ2703.and adjusted by the National Geodetic Survey in April 1998..
 JZ2703.No horizontal observational check was made to the station.
 JZ2703
 JZ2703.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2703.The vertical order pertains to the NGVD 29 superseded value.
 JZ2703
 JZ2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2703
 JZ2703.The geoid height was determined by GEOID03.
 JZ2703
 JZ2703;                    North         East     Units Scale Factor Converg.
 JZ2703;SPC KY1Z     - 1,300,107.211 1,598,944.569   MT  1.00010849   +0 42 05.5
 JZ2703;SPC KY1Z     - 4,265,435.07  5,245,870.64   sFT  1.00010849   +0 42 05.5
 JZ2703;SPC KY N     -   170,088.300   469,054.579   MT  1.00001055   -0 13 20.3
 JZ2703;SPC KY N     -   558,031.36  1,538,889.90   sFT  1.00001055   -0 13 20.3
 JZ2703;UTM  16      - 4,323,025.991   707,100.589   MT  1.00012816   +1 30 26.2
 JZ2703
 JZ2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2703!SPC KY1Z     -   0.99996285  x   1.00010849  =   1.00007133
 JZ2703!SPC KY N     -   0.99996285  x   1.00001055  =   0.99997340
 JZ2703!UTM  16      -   0.99996285  x   1.00012816  =   1.00009100
 JZ2703
 JZ2703:                Primary Azimuth Mark                     Grid Az
 JZ2703:SPC KY1Z     -  I75 T 115 4 AZ MK                        056 01 41.8
 JZ2703:SPC KY N     -  I75 T 115 4 AZ MK                        056 57 07.6
 JZ2703:UTM  16      -  I75 T 115 4 AZ MK                        055 13 21.1
 JZ2703
 JZ2703|---------------------------------------------------------------------|
 JZ2703| PID    Reference Object                     Distance      Geod. Az  |
 JZ2703|                                                           dddmmss.s |
 JZ2703| CC9392 I75 T 115 4 AZ MK                                  0564347.3 |
 JZ2703| JZ1097 I75 T 115 2 RM 4                     30.785 METERS 08125     |
 JZ2703| JZ1098 I75 T 115 3                          38.521 METERS 11325     |
 JZ2703| JZ1091 I75 T 115 AZ MK                     348.252 METERS 22010     |
 JZ2703| JZ2705 I75 T 115 4 RM 8                     53.700 METERS 23953     |
 JZ2703| JZ2704 I75 T 115 4 RM 7                     10.320 METERS 32832     |
 JZ2703| JZ3233 RADIO STA WCKY TRANSMITTER TWR      APPROX. 3.7 KM 3595711.7 |
 JZ2703|---------------------------------------------------------------------|
 JZ2703
 JZ2703                          SUPERSEDED SURVEY CONTROL
 JZ2703
 JZ2703  NAD 83(1993)-  39 01 54.36927(N)    084 36 26.59261(W) AD(       ) 3
 JZ2703  NAD 83(1986)-  39 01 54.36641(N)    084 36 26.59948(W) AD(       ) 3
 JZ2703  NAD 27      -  39 01 54.14498(N)    084 36 26.79661(W) AD(       ) 3
 JZ2703  NGVD 29 (10/08/05)  271.04   (m)          889.2    (f) RESET       3  
 JZ2703
 JZ2703.Superseded values are not recommended for survey control.
 JZ2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2703.See file dsdata.txt to determine how the superseded data were derived.
 JZ2703
 JZ2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0710123026(NAD 83)
 JZ2703_MARKER: DB = BENCH MARK DISK
 JZ2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2703_STAMPING: I 75 T 115 4 1975
 JZ2703_PROJECTION: FLUSH
 JZ2703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2703+STABILITY: SURFACE MOTION
 JZ2703
 JZ2703  HISTORY     - Date     Condition        Report By
 JZ2703  HISTORY     - 1975     MONUMENTED       KYHD
 JZ2703  HISTORY     - 1975     GOOD             NGS
 JZ2703  HISTORY     - 1976     GOOD             NGS
 JZ2703
 JZ2703                          STATION DESCRIPTION
 JZ2703
 JZ2703'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1975 (CLN)
 JZ2703'THE STATION IS LOCATED NEAR THE FRONT ENTRANCE OF CINEMA 1 2 3
 JZ2703'THEATRE, 46 FEET EAST OF THE NORTHEAST CORNER OF GLASS ENCLOSED
 JZ2703'ENTRANCE, 115 FEET SOUTH OF THE NORTHEAST CORNER OF THE MAIN
 JZ2703'BUILDING, 4 FEET SOUTHEAST OF PAVED CURBING OF DRIVEWAY, 18 FEET
 JZ2703'NORTHEAST OF A METAL STORM DRAIN AND 1 FOOT NORTHWEST OF A METAL
 JZ2703'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JZ2703'I 75 T 115 4 1975.
 JZ2703'
 JZ2703'REFERENCE MARK 4 IS 157 FEET NORTHWEST OF THE CENTERLINE OF THE
 JZ2703'SOUTH BOUND LANE OF INTERSTATE HIGHWAY 75, 42 FEET NORTHEAST OF
 JZ2703'A FENCE CORNER, 30 FEET NORTHWEST OF THE CENTERLINE OF A ROAD, IN A
 JZ2703'FENCE LINE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  THE
 JZ2703'MONUMENT IS FLUSH AND THE DISK IS STAMPED I 75 T 115 2 NO 4 1971.
 JZ2703'
 JZ2703'REFERENCE MARK 7 IS A STANDARD DISK STAMPED I 75 T 115 4 NO 7 1975,
 JZ2703'SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK ON THE SOUTH SIDE OF
 JZ2703'THE CINEMA, 6 INCHES NORTHWEST OF THE SOUTH EDGE OF THE SIDEWALK,
 JZ2703'53 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE GLASS ENCLOSED
 JZ2703'LOBBY AND 84 FEET SOUTH OF THE NORTHEAST CORNER OF THE MAIN PART
 JZ2703'OF THE BUILDING.
 JZ2703'
 JZ2703'THE AZIMUTH MARK IS A STANDARD KY. DEPT. OF HWYS. DISK SET IN THE
 JZ2703'TOP OF A 11 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND, 93 FEET
 JZ2703'NORTH OF A METAL LIGHT POLE, 86 FEET NORTHWEST OF THE NORTH EDGE
 JZ2703'OF THE PAVEMENT OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 75
 JZ2703'AND 13 FEET SOUTHEAST OF A METAL WITNESS POST AND RIGHT-OF-WAY
 JZ2703'FENCE LINE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED I 75
 JZ2703'T 115 1965.
 JZ2703'
 JZ2703'NOTE--THE STATION IS LOCATED ABOUT 0.2 MILE SOUTH OF THE JUNCTION
 JZ2703'OF INTERSTATE HIGHWAY 275 AND 75.
 JZ2703'
 JZ2703'NEAREST TOWN--ERLANGER.
 JZ2703'
 JZ2703'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JZ2703
 JZ2703                          STATION RECOVERY (1975)
 JZ2703
 JZ2703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JZ2703'1.0 MI NORTH FROM ERLANGER.
 JZ2703'LOCATED NEAR THE FRONT OF CINEMA 1 2 3 THEATRE, ABOUT 0.2 MILE
 JZ2703'SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAYS 75 AND 275, 46 FEET EAST
 JZ2703'OF THE NORTHEAST CORNER OF GLASS ENCLOSED LOBBY, 115 FEET SOUTH OF
 JZ2703'THE NORTHEAST CORNER OF THE MAIN BUILDING, 4 FEET SOUTHEAST OF
 JZ2703'PAVED CURBING OF DRIVEWAY, 18 FEET NORTHEAST OF A METAL STORM
 JZ2703'DRAIN.
 JZ2703'THE MARK IS 1.0 FT  NW FROM A WITNESS POST.
 JZ2703
 JZ2703                          STATION RECOVERY (1976)
 JZ2703
 JZ2703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JZ2703'ALL MARKS WERE FOUND IN GOOD CONDITION.  THERE ARE PLANS FOR
 JZ2703'ROAD WORK IN THE AREA WHICH WOULD DESTROYED REFERENCE MARK 4
 JZ2703'AND THE AZIMUTH MARK.  REFERENCE MARK 8 AND A NEW AZIMUTH MARK WERE
 JZ2703'SET.  A NEW DESCRIPTION FOLLOWS--
 JZ2703'
 JZ2703'LOCATED IN FRONT OF SHOWCASE CINEMAS THEATRE, 115 FEET SOUTH OF
 JZ2703'THE SOUTHEAST CORNER OF THE BUILDING, 18.5 FEET SOUTHEAST OF THE
 JZ2703'CENTERLINE OF PAVED DRIVE, 2 FEET NORTHWEST OF A METAL WITNESS
 JZ2703'POST, 66 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GLASS ENCLOSED
 JZ2703'LOBBY, 16.5 FEET EAST OF THE SOUTHEAST CORNER OF A METAL
 JZ2703'STORM DRAIN AND 3 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE
 JZ2703'DRIVE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED I 75 T
 JZ2703'115 4 1975.
 JZ2703'
 JZ2703'REFERENCE MARK 7 IS A STANDARD DISK STAMPED I 75 T 115 4 NO 7
 JZ2703'1975, SET IN A DRILL HOLE IN CONCRETE SIDEWALK, 6 INCHES NORTHWEST
 JZ2703'OF CURB, 84 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING
 JZ2703'AND 53 FEET EAST OF THE SOUTHEAST CORNER OF THE GLASS ENCLOSED
 JZ2703'LOBBY.
 JZ2703'
 JZ2703'REFERENCE MARK 8 IS A STANDARD DISK STAMPED I 75 T 115 4 1975
 JZ2703'NO 8 1976, SET IN A DRILL HOLE IN CONCRETE SIDEWALK (CURBING
 JZ2703'OF DRIVE), 15 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE GLASS
 JZ2703'ENCLOSED LOBBY AND 122 FEET EAST OF THE SOUTHWEST CORNER OF THE
 JZ2703'BUILDING.
 JZ2703'
 JZ2703'THE AZIMUTH MARK IS A STANDARD DISK STAMPED I 75 T 115 4 1975
 JZ2703'1976, SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CURB AND
 JZ2703'GUTTER BOX ON THE SIDE OF RAMP A, 20 FEET WEST OF THE WEST END
 JZ2703'OF RAMP A BRIDGE OF INTERSTATE HIGHWAY 75 AND 275 INTERCHANGE
 JZ2703'AND 20.5 FEET NORTHEAST OF THE CENTERLINE OF RAMP A.
 JZ2703'
 JZ2703'NOTE--THE OLD AZIMUTH MARK AND REFERENCE MARK 4 WERE LEFT INTACT
 JZ2703'IN THE EVENT THAT PLANS ARE CHANGED.
 JZ2703'
 JZ2703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 JZ2703'NORTH OF ERLANGER.
 JZ2703'
 JZ2703'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ2704 ***********************************************************************
 JZ2704  DESIGNATION -  I75 T 115 4 RM 7
 JZ2704  PID         -  JZ2704
 JZ2704  STATE/COUNTY-  KY/KENTON
 JZ2704  USGS QUAD   -  COVINGTON (1987)
 JZ2704
 JZ2704                         *CURRENT SURVEY CONTROL
 JZ2704  ___________________________________________________________________
 JZ2704* NAD 83(1986)-  39 01 53.     (N)    084 36 25.     (W)     SCALED    
 JZ2704* NAVD 88     -       270.98   (+/-2cm)     889.0    (feet)  VERTCON   
 JZ2704  ___________________________________________________________________
 JZ2704  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ2704
 JZ2704  VERT ORDER  -  THIRD (See Below)
 JZ2704
 JZ2704.The horizontal coordinates were scaled from a topographic map and have
 JZ2704.an estimated accuracy of +/- 6 seconds.
 JZ2704
 JZ2704.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2704.The vertical order pertains to the NGVD 29 superseded value.
 JZ2704
 JZ2704.The geoid height was determined by GEOID03.
 JZ2704
 JZ2704;                    North         East    Units  Estimated Accuracy
 JZ2704;SPC KY1Z     - 1,300,070.    1,598,980.      MT  (+/- 180 meters Scaled)
 JZ2704
 JZ2704                          SUPERSEDED SURVEY CONTROL
 JZ2704
 JZ2704  NGVD 29 (10/08/05)  271.19   (m)          889.7    (f) RESET       3  
 JZ2704
 JZ2704.Superseded values are not recommended for survey control.
 JZ2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2704.See file dsdata.txt to determine how the superseded data were derived.
 JZ2704
 JZ2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ071229(NAD 83)
 JZ2704_MARKER: DR = REFERENCE MARK DISK
 JZ2704_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2704_SP_SET: SIDEWALK
 JZ2704_STAMPING: I 75 T 115 4 NO 7 1975
 JZ2704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2704
 JZ2704  HISTORY     - Date     Condition        Report By
 JZ2704  HISTORY     - 1975     MONUMENTED       NGS
 JZ2704
 JZ2704                          STATION DESCRIPTION
 JZ2704
 JZ2704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 JZ2704'1.0 MI NORTH FROM ERLANGER.
 JZ2704'LOCATED NEAR THE MAIN ENTRANCE TO CINEMA 1 2 3 THEATRE, ABOUT 0.2 MILE
 JZ2704'SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAYS 75 AND 275, IN THE
 JZ2704'CONCRETE SIDEWALK ON THE SOUTH SIDE OF THE THEATRE, 6 INCHES NORTHWEST
 JZ2704'OF THE SOUTH EDGE OF THE SIDEWALK, 53 FEET NORTHEAST OF THE
 JZ2704'NORTHEAST CORNER OF A GLASS ENCLOSED LOBBY AND 84 FEET SOUTH OF THE
 JZ2704'NORTHEAST CORNER OF THE MAIN PART OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ2705 ***********************************************************************
 JZ2705  DESIGNATION -  I75 T 115 4 RM 8
 JZ2705  PID         -  JZ2705
 JZ2705  STATE/COUNTY-  KY/KENTON
 JZ2705  USGS QUAD   -  COVINGTON (1987)
 JZ2705
 JZ2705                         *CURRENT SURVEY CONTROL
 JZ2705  ___________________________________________________________________
 JZ2705* NAD 83(1986)-  39 01 53.     (N)    084 36 25.     (W)     SCALED    
 JZ2705* NAVD 88     -       270.99   (+/-2cm)     889.1    (feet)  VERTCON   
 JZ2705  ___________________________________________________________________
 JZ2705  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ2705
 JZ2705  VERT ORDER  -  THIRD (See Below)
 JZ2705
 JZ2705.The horizontal coordinates were scaled from a topographic map and have
 JZ2705.an estimated accuracy of +/- 6 seconds.
 JZ2705
 JZ2705.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2705.The vertical order pertains to the NGVD 29 superseded value.
 JZ2705
 JZ2705.The geoid height was determined by GEOID03.
 JZ2705
 JZ2705;                    North         East    Units  Estimated Accuracy
 JZ2705;SPC KY1Z     - 1,300,070.    1,598,980.      MT  (+/- 180 meters Scaled)
 JZ2705
 JZ2705                          SUPERSEDED SURVEY CONTROL
 JZ2705
 JZ2705  NGVD 29 (10/08/05)  271.19   (m)          889.7    (f) RESET       3  
 JZ2705
 JZ2705.Superseded values are not recommended for survey control.
 JZ2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2705.See file dsdata.txt to determine how the superseded data were derived.
 JZ2705
 JZ2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ071229(NAD 83)
 JZ2705_MARKER: DR = REFERENCE MARK DISK
 JZ2705_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2705_SP_SET: SIDEWALK
 JZ2705_STAMPING: I 75 T 115 4 1975 NO 8 1976
 JZ2705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2705
 JZ2705  HISTORY     - Date     Condition        Report By
 JZ2705  HISTORY     - 1976     MONUMENTED       NGS
 JZ2705
 JZ2705                          STATION DESCRIPTION
 JZ2705
 JZ2705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 JZ2705'1.0 MI NORTH FROM ERLANGER.
 JZ2705'LOCATED AT THE SHOWCASE CINEMA THEATRE, IN THE CONCRETE SIDEWALK
 JZ2705'AT THE FRONT OF THE BUILDING, 15 FEET SOUTHEAST OF THE SOUTHWEST
 JZ2705'CORNER OF A GLASS ENCLOSED LOBBY AND 122 FEET EAST OF THE
 JZ2705'SOUTHWEST CORNER OF THE MAIN BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1091 ***********************************************************************
 JZ1091  DESIGNATION -  I75 T 115 AZ MK
 JZ1091  PID         -  JZ1091
 JZ1091  STATE/COUNTY-  KY/KENTON
 JZ1091  USGS QUAD   -  COVINGTON (1987)
 JZ1091
 JZ1091                         *CURRENT SURVEY CONTROL
 JZ1091  ___________________________________________________________________
 JZ1091* NAD 83(1993)-  39 01 45.73675(N)    084 36 35.92730(W)     ADJUSTED  
 JZ1091* NAVD 88     -       271.490  (meters)     890.71   (feet)  ADJUSTED  
 JZ1091  ___________________________________________________________________
 JZ1091  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 JZ1091  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1091  DYNAMIC HT  -         271.316 (meters)     890.14  (feet)  COMP
 JZ1091  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 JZ1091
 JZ1091  HORZ ORDER  -  THIRD
 JZ1091  VERT ORDER  -  SECOND    CLASS 0
 JZ1091
 JZ1091.The horizontal coordinates were established by classical geodetic methods
 JZ1091.and adjusted by the National Geodetic Survey in April 1998..
 JZ1091.No horizontal observational check was made to the station.
 JZ1091
 JZ1091.The orthometric height was determined by differential leveling
 JZ1091.and adjusted by the National Geodetic Survey in June 1991..
 JZ1091
 JZ1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1091
 JZ1091.The geoid height was determined by GEOID03.
 JZ1091
 JZ1091.The dynamic height is computed by dividing the NAVD 88
 JZ1091.geopotential number by the normal gravity value computed on the
 JZ1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1091.degrees latitude (g = 980.6199 gals.).
 JZ1091
 JZ1091.The modeled gravity was interpolated from observed gravity values.
 JZ1091
 JZ1091;                    North         East     Units Scale Factor Converg.
 JZ1091;SPC KY1Z     - 1,299,838.339 1,598,723.179   MT  1.00010765   +0 41 59.7
 JZ1091;SPC KY1Z     - 4,264,552.95  5,245,144.30   sFT  1.00010765   +0 41 59.7
 JZ1091;SPC KY N     -   169,823.058   468,828.904   MT  1.00001013   -0 13 26.2
 JZ1091;SPC KY N     -   557,161.15  1,538,149.50   sFT  1.00001013   -0 13 26.2
 JZ1091;UTM  16      - 4,322,754.027   706,882.997   MT  1.00012705   +1 30 20.1
 JZ1091
 JZ1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1091!SPC KY1Z     -   0.99996274  x   1.00010765  =   1.00007039
 JZ1091!SPC KY N     -   0.99996274  x   1.00001013  =   0.99997287
 JZ1091!UTM  16      -   0.99996274  x   1.00012705  =   1.00008979
 JZ1091
 JZ1091|---------------------------------------------------------------------|
 JZ1091| PID    Reference Object                     Distance      Geod. Az  |
 JZ1091|                                                           dddmmss.s |
 JZ1091| JZ2703 I75 T 115 4                         348.252 METERS 04010     |
 JZ1091| JZ1095 I75 T 115 2                         357.262 METERS 04300     |
 JZ1091| JZ1098 I75 T 115 3                         361.242 METERS 04602     |
 JZ1091| JZ1094 I75 T 115                           360.047 METERS 04641     |
 JZ1091|---------------------------------------------------------------------|
 JZ1091
 JZ1091                          SUPERSEDED SURVEY CONTROL
 JZ1091
 JZ1091  NAD 83(1993)-  39 01 45.73963(N)    084 36 35.93194(W) AD(       ) 3
 JZ1091  NAD 83(1986)-  39 01 45.73693(N)    084 36 35.93900(W) AD(       ) 3
 JZ1091  NAD 27      -  39 01 45.51568(N)    084 36 36.13632(W) AD(       ) 3
 JZ1091  NGVD 29 (??/??/92)  271.699  (m)          891.40   (f) ADJ UNCH    2 0
 JZ1091
 JZ1091.Superseded values are not recommended for survey control.
 JZ1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1091.See file dsdata.txt to determine how the superseded data were derived.
 JZ1091
 JZ1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0688322754(NAD 83)
 JZ1091_MARKER: DZ = AZIMUTH MARK DISK
 JZ1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1091_STAMPING: I-75 T-115 1965
 JZ1091_MARK LOGO: KYHD  
 JZ1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1091+STABILITY: SURFACE MOTION
 JZ1091
 JZ1091  HISTORY     - Date     Condition        Report By
 JZ1091  HISTORY     - 1975     MONUMENTED       KYHD
 JZ1091  HISTORY     - 1971     GOOD             NGS
 JZ1091  HISTORY     - 1978     MARK NOT FOUND   USGS
 JZ1091
 JZ1091                          STATION DESCRIPTION
 JZ1091
 JZ1091'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1975 (CLN)
 JZ1091'THE AZIMUTH MARK IS A STANDARD KY. DEPT. OF HWYS. DISK SET IN THE
 JZ1091'TOP OF A 11 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND,
 JZ1091'93 FEET NORTH OF A METAL LIGHT POLE, 86 FEET NORTHWEST OF THE NORTH
 JZ1091'EDGE OF THE PAVEMENT OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY
 JZ1091'75 AND 13 FEET SOUTHEAST OF A METAL WITNESS POST AND RIGHT-OF-WAY
 JZ1091'FENCE LINE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED I 75
 JZ1091'STAMPED---I-75 T-115 1965.
 JZ1091'
 JZ1091'NEAREST TOWN--ERLANGER.
 JZ1091
 JZ1091                          STATION RECOVERY (1971)
 JZ1091
 JZ1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JZ1091'0.5 MI N FROM ERLANGER.
 JZ1091'0.3 OF A MILE NORTHEAST ALONG INTERSTATE ROUTE 75 FROM THE
 JZ1091'STATE ROUTE 236 (DONALDSON ROAD) INTERCHANGE, ABOUT 0.25 OF A
 JZ1091'MILE SOUTHWEST OF THE I75-T115 2 1971 TRAVERSE STATION SITE,
 JZ1091'93 FEET NORTH OF A METAL LAMP POLE, 86 FEET NORTH-NORTHWEST OF
 JZ1091'THE NORTH EDGE OF THE SOUTH BOUND TRAFFIC LANES OF I-75, 13.5
 JZ1091'FEET SOUTH-SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 13.0 FEET
 JZ1091'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 JZ1091'STANDARD KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN
 JZ1091'THE TOP OF AN 11-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 JZ1091'DISK IS STAMPED---I-75 T-115 1965.
 JZ1091
 JZ1091                          STATION RECOVERY (1978)
 JZ1091
 JZ1091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 JZ1091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1092 ***********************************************************************
 JZ1092  DESIGNATION -  I75 T 115 RM 2
 JZ1092  PID         -  JZ1092
 JZ1092  STATE/COUNTY-  KY/KENTON
 JZ1092  USGS QUAD   -  COVINGTON (1987)
 JZ1092
 JZ1092                         *CURRENT SURVEY CONTROL
 JZ1092  ___________________________________________________________________
 JZ1092* NAD 83(1986)-  39 01 54.     (N)    084 36 25.     (W)     SCALED    
 JZ1092* NAVD 88     -       270.986  (meters)     889.06   (feet)  ADJUSTED  
 JZ1092  ___________________________________________________________________
 JZ1092  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1092  DYNAMIC HT  -         270.813 (meters)     888.49  (feet)  COMP
 JZ1092  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 JZ1092
 JZ1092  VERT ORDER  -  SECOND    CLASS 0
 JZ1092
 JZ1092.The horizontal coordinates were scaled from a topographic map and have
 JZ1092.an estimated accuracy of +/- 6 seconds.
 JZ1092
 JZ1092.The orthometric height was determined by differential leveling
 JZ1092.and adjusted by the National Geodetic Survey in June 1991..
 JZ1092
 JZ1092.The geoid height was determined by GEOID03.
 JZ1092
 JZ1092.The dynamic height is computed by dividing the NAVD 88
 JZ1092.geopotential number by the normal gravity value computed on the
 JZ1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1092.degrees latitude (g = 980.6199 gals.).
 JZ1092
 JZ1092.The modeled gravity was interpolated from observed gravity values.
 JZ1092
 JZ1092;                    North         East    Units  Estimated Accuracy
 JZ1092;SPC KY1Z     - 1,300,100.    1,598,980.      MT  (+/- 180 meters Scaled)
 JZ1092
 JZ1092                          SUPERSEDED SURVEY CONTROL
 JZ1092
 JZ1092  NGVD 29 (??/??/92)  271.196  (m)          889.75   (f) ADJ UNCH    2 0
 JZ1092
 JZ1092.Superseded values are not recommended for survey control.
 JZ1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1092.See file dsdata.txt to determine how the superseded data were derived.
 JZ1092
 JZ1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ071230(NAD 83)
 JZ1092_MARKER: DR = REFERENCE MARK DISK
 JZ1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1092_STAMPING: I-75 T-115 NO 2 1965
 JZ1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1092+STABILITY: SURFACE MOTION
 JZ1092
 JZ1092  HISTORY     - Date     Condition        Report By
 JZ1092  HISTORY     - 1965     MONUMENTED       PAS
 JZ1092  HISTORY     - 1971     GOOD             NGS
 JZ1092
 JZ1092                          STATION DESCRIPTION
 JZ1092
 JZ1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JZ1092'0.5 MI NW FROM ERLANGER.
 JZ1092'THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS NOW AT THE
 JZ1092'I75-T115 2 1971 TRAVERSE STATION SITE, 95 FEET NORTH-NORTHWEST
 JZ1092'OF THE APPROXIMATE CENTER OF THE SOUTH BOUND LANES OF INTERSTATE
 JZ1092'ROUTE 75, ABOUT 92 FEET SOUTH OF I75-T115 2 R.M. 4, ABOUT 58
 JZ1092'FEET SOUTHEAST OF I75-T115 2 R.M. 3, 64.09 FEET SOUTH-SOUTHEAST
 JZ1092'OF I75-T115 2, 31 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER
 JZ1092'OF HARTMAN ROAD, AND 1.4 FEET SOUTH-SOUTHEAST OF A METAL WITNESS SIGN
 JZ1092'ATTACHED TO THE RIGHT-OF-WAY FENCE.  IT IS A STANDARD KENTUCKY
 JZ1092'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN THE TOP OF A
 JZ1092'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 JZ1092'STAMPED I-75 T-115 NO. 2 1965.  NOTE-- THIS MARK SHOULD NOT BE
 JZ1092'DESTROYED BY NEW CONSTRUCTION.  HOWEVER, AN ELEVATION WAS
 JZ1092'TRANSFERRED TO THE NEW STATION I75-T115 2 AND I75-T115 2 R.M. 3
 JZ1092'FROM THIS MARK, IN THE EVENT IT SHOULD BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1108 ***********************************************************************
 JZ1108  DESIGNATION -  I75 T 116 AZ MK
 JZ1108  PID         -  JZ1108
 JZ1108  STATE/COUNTY-  KY/KENTON
 JZ1108  USGS QUAD   -  COVINGTON (1987)
 JZ1108
 JZ1108                         *CURRENT SURVEY CONTROL
 JZ1108  ___________________________________________________________________
 JZ1108* NAD 83(1993)-  39 03 39.12278(N)    084 31 36.06306(W)     ADJUSTED  
 JZ1108* NAVD 88     -       237.967  (meters)     780.73   (feet)  ADJUSTED  
 JZ1108  ___________________________________________________________________
 JZ1108  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 JZ1108  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1108  DYNAMIC HT  -         237.816 (meters)     780.23  (feet)  COMP
 JZ1108  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JZ1108
 JZ1108  HORZ ORDER  -  SECOND
 JZ1108  VERT ORDER  -  SECOND    CLASS 0
 JZ1108
 JZ1108.The horizontal coordinates were established by classical geodetic methods
 JZ1108.and adjusted by the National Geodetic Survey in April 1998..
 JZ1108
 JZ1108.The orthometric height was determined by differential leveling
 JZ1108.and adjusted by the National Geodetic Survey in June 1991..
 JZ1108
 JZ1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1108
 JZ1108.The geoid height was determined by GEOID03.
 JZ1108
 JZ1108.The dynamic height is computed by dividing the NAVD 88
 JZ1108.geopotential number by the normal gravity value computed on the
 JZ1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1108.degrees latitude (g = 980.6199 gals.).
 JZ1108
 JZ1108.The modeled gravity was interpolated from observed gravity values.
 JZ1108
 JZ1108;                    North         East     Units Scale Factor Converg.
 JZ1108;SPC KY1Z     - 1,303,426.355 1,605,890.154   MT  1.00011891   +0 45 03.8
 JZ1108;SPC KY1Z     - 4,276,324.63  5,268,657.95   sFT  1.00011891   +0 45 03.8
 JZ1108;SPC KY N     -   173,294.743   476,052.054   MT  1.00001568   -0 10 19.6
 JZ1108;SPC KY N     -   568,551.17  1,561,847.45   sFT  1.00001568   -0 10 19.6
 JZ1108;UTM  16      - 4,326,442.729   713,998.964   MT  1.00016393   +1 33 32.9
 JZ1108
 JZ1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1108!SPC KY1Z     -   0.99996801  x   1.00011891  =   1.00008692
 JZ1108!SPC KY N     -   0.99996801  x   1.00001568  =   0.99998369
 JZ1108!UTM  16      -   0.99996801  x   1.00016393  =   1.00013193
 JZ1108
 JZ1108:                Primary Azimuth Mark                     Grid Az
 JZ1108:SPC KY1Z     -  NEWPORT MUNICIPAL TANK                   060 30 54.0
 JZ1108:SPC KY N     -  NEWPORT MUNICIPAL TANK                   061 26 17.4
 JZ1108:UTM  16      -  NEWPORT MUNICIPAL TANK                   059 42 24.9
 JZ1108
 JZ1108|---------------------------------------------------------------------|
 JZ1108| PID    Reference Object                     Distance      Geod. Az  |
 JZ1108|                                                           dddmmss.s |
 JZ1108| JZ3120 NEWPORT MUNICIPAL TANK              APPROX. 3.7 KM 0611557.8 |
 JZ1108| JZ1107 I75 T 116                           APPROX. 1.0 KM 2611251.9 |
 JZ1108| JZ3208 LOOKOUT HEIGHTS CO DIST 1 TANK      APPROX. 1.3 KM 2633536.5 |
 JZ1108|---------------------------------------------------------------------|
 JZ1108
 JZ1108                          SUPERSEDED SURVEY CONTROL
 JZ1108
 JZ1108  NAD 83(1993)-  39 03 39.12847(N)    084 31 36.06945(W) AD(       ) 2
 JZ1108  NAD 83(1986)-  39 03 39.12566(N)    084 31 36.07406(W) AD(       ) 2
 JZ1108  NAD 27      -  39 03 38.90600(N)    084 31 36.26856(W) AD(       ) 2
 JZ1108  NGVD 29 (??/??/92)  238.193  (m)          781.47   (f) ADJ UNCH    2 0
 JZ1108
 JZ1108.Superseded values are not recommended for survey control.
 JZ1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1108.See file dsdata.txt to determine how the superseded data were derived.
 JZ1108
 JZ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1399926443(NAD 83)
 JZ1108_MARKER: DZ = AZIMUTH MARK DISK
 JZ1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1108_STAMPING: I75-T116 1965
 JZ1108_MARK LOGO: KYHD  
 JZ1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1108+STABILITY: SURFACE MOTION
 JZ1108
 JZ1108  HISTORY     - Date     Condition        Report By
 JZ1108  HISTORY     - 1965     MONUMENTED       PAS
 JZ1108  HISTORY     - 19930825 MARK NOT FOUND   LOCENG
 JZ1108
 JZ1108                          STATION DESCRIPTION
 JZ1108
 JZ1108'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 JZ1108'0.6 MI NE FROM FORT WRIGHT.
 JZ1108'0.65 MILE NORTHEAST ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 JZ1108'KYLES LANE INTERCHANGE, ABOUT 54 FEET SOUTHEAST OF THE SOUTHEAST
 JZ1108'EDGE OF PAVEMENT OF SOUTH LANE OF I-75, 22.0 FEET NORTHWEST OF
 JZ1108'SOUTH R/W FENCE, 2.5 FEET NORTHWEST OF METAL WITNESS POST AND
 JZ1108'SIGN AND ABOUT 10 FEET HIGHER THAN SOUTH LANE.  A KENTUCKY
 JZ1108'DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF CONCRETE
 JZ1108'POST PROJECTING 1 INCH AND STAMPED I75-T116 1965.
 JZ1108
 JZ1108                          STATION RECOVERY (1993)
 JZ1108
 JZ1108'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 JZ1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3745 ***********************************************************************
 JZ3745  DESIGNATION -  I75 T 116 EL RESET
 JZ3745  PID         -  JZ3745
 JZ3745  STATE/COUNTY-  KY/KENTON
 JZ3745  USGS QUAD   -  COVINGTON (1987)
 JZ3745
 JZ3745                         *CURRENT SURVEY CONTROL
 JZ3745  ___________________________________________________________________
 JZ3745* NAD 83(1993)-  39 03 41.40986(N)    084 32 23.49732(W)     ADJUSTED  
 JZ3745* NAVD 88     -       274.37   (meters)     900.2    (feet)  LEVELING  
 JZ3745  ___________________________________________________________________
 JZ3745  X           -     471,885.290 (meters)                     COMP
 JZ3745  Y           -  -4,936,712.476 (meters)                     COMP
 JZ3745  Z           -   3,997,772.352 (meters)                     COMP
 JZ3745  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 JZ3745  ELLIP HEIGHT-         240.33  (meters)          (01/02/01) GPS OBS
 JZ3745  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3745
 JZ3745  HORZ ORDER  -  FIRST
 JZ3745  VERT ORDER  -  THIRD ?
 JZ3745  ELLP ORDER  -  THIRD     CLASS II
 JZ3745
 JZ3745.The horizontal coordinates were established by GPS observations
 JZ3745.and adjusted by the National Geodetic Survey in January 2001..
 JZ3745
 JZ3745.The orthometric height was determined by differential leveling.
 JZ3745.The vertical network tie was performed by a horz. field party for horz.
 JZ3745.obs reductions. Reset procedures were used to establish the elevation.
 JZ3745
 JZ3745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3745
 JZ3745.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3745
 JZ3745.The ellipsoidal height was determined by GPS observations
 JZ3745.and is referenced to NAD 83.
 JZ3745
 JZ3745.The geoid height was determined by GEOID03.
 JZ3745
 JZ3745;                    North         East     Units Scale Factor Converg.
 JZ3745;SPC KY1Z     - 1,303,482.016 1,604,748.774   MT  1.00011914   +0 44 34.7
 JZ3745;SPC KY1Z     - 4,276,507.25  5,264,913.27   sFT  1.00011914   +0 44 34.7
 JZ3745;SPC KY N     -   173,368.780   474,911.836   MT  1.00001579   -0 10 49.1
 JZ3745;SPC KY N     -   568,794.07  1,558,106.58   sFT  1.00001579   -0 10 49.1
 JZ3745;UTM  16      - 4,326,482.291   712,856.865   MT  1.00015792   +1 33 03.1
 JZ3745
 JZ3745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3745!SPC KY1Z     -   0.99996229  x   1.00011914  =   1.00008143
 JZ3745!SPC KY N     -   0.99996229  x   1.00001579  =   0.99997808
 JZ3745!UTM  16      -   0.99996229  x   1.00015792  =   1.00012021
 JZ3745
 JZ3745|---------------------------------------------------------------------|
 JZ3745| PID    Reference Object                     Distance      Geod. Az  |
 JZ3745|                                                           dddmmss.s |
 JZ3745| AI8991 401                                 247.476 METERS 16302     |
 JZ3745|---------------------------------------------------------------------|
 JZ3745
 JZ3745                          SUPERSEDED SURVEY CONTROL
 JZ3745
 JZ3745  NGVD 29 (10/08/05)  274.59   (m)          900.9    (f) RESET       3  
 JZ3745
 JZ3745.Superseded values are not recommended for survey control.
 JZ3745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3745.See file dsdata.txt to determine how the superseded data were derived.
 JZ3745
 JZ3745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1285726482(NAD 83)
 JZ3745_MARKER: DV = VERTICAL CONTROL DISK
 JZ3745_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ3745_SP_SET: RETAINING WALL
 JZ3745_STAMPING: I75 T 116 EL RESET
 JZ3745_MARK LOGO: KYDT  
 JZ3745_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3745+STABILITY: SURFACE MOTION
 JZ3745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3745+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 JZ3745
 JZ3745  HISTORY     - Date     Condition        Report By
 JZ3745  HISTORY     - 1990     MONUMENTED       KYDT
 JZ3745  HISTORY     - 20001010 GOOD             WOOLPT
 JZ3745
 JZ3745                          STATION DESCRIPTION
 JZ3745
 JZ3745'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1990
 JZ3745'BEGINNING AT THE INTERSECTION OF INTERSTATE 75 AND KYLES LANE (STATE
 JZ3745'ROUTE 1072) GO 0.2 MILES (0.3 KM) WEST TO DIXIE HIGHWAY (US 42, 25,
 JZ3745'127) , IN THE NORTHEASTERN QUADRANT OF THE INTERSECTION.  BM IS SET
 JZ3745'IN A DRILLED HOLE IN THE TOP OF A CONCRETE RETAINING WALL, LOCATED
 JZ3745'0.5 FEET (15.2 CM) NORTH-NORTHWEST OF THE WEST CORNER OF A SET OF
 JZ3745'STEPS, FROM THE NORTH GUTTER LINE OF INTERSECTION THE DISK IS 9.9
 JZ3745'FEET (3.0 M) WEST.
 JZ3745
 JZ3745                          STATION RECOVERY (2000)
 JZ3745
 JZ3745'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (GTF)
 JZ3745'THE STATION IS LOCATED APPROXIMATELY 9.8 MI (15.8 KM) WEST OF
 JZ3745'BURLINGTON, 6.2 MI (10.0 KM) NORTHEAST OF FLORENCE, 2.3 MI (3.7 KM)
 JZ3745'SOUTHWEST OF COVINGTON, AND IS AT THE GUARDIAN SAVINGS BANK.
 JZ3745'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 71 AND 75 AND
 JZ3745'KYLES LANE, PROCEED WEST 0.2 MI (0.3 KM) ALONG KYLES LANE TO THE
 JZ3745'JUNCTION OF DIXIE HIGHWAY AND THE STATION ON THE RIGHT.
 JZ3745'THE STATION IS LOCATED AT THE SOUTH END OF A RETAINING WALL, 3.0 M
 JZ3745'(9.8 FT) EAST OF THE BACK OF THE CURB OF DIXIE HIGHWAY, AND IS 6.0 M
 JZ3745'(19.7 FT) NORTH OF THE BACK OF THE CURB FOR KYLES LANE.  THE STATION
 JZ3745'IS A BRASS DOT DISK STAMPED-- I75 T 166 EL RESET-- SET IN THE TOP OF
 JZ3745'THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1106 ***********************************************************************
 JZ1106  DESIGNATION -  I75 T 116 RM 1
 JZ1106  PID         -  JZ1106
 JZ1106  STATE/COUNTY-  KY/KENTON
 JZ1106  USGS QUAD   -  COVINGTON (1987)
 JZ1106
 JZ1106                         *CURRENT SURVEY CONTROL
 JZ1106  ___________________________________________________________________
 JZ1106* NAD 83(1986)-  39 03 35.     (N)    084 32 08.     (W)     SCALED    
 JZ1106* NAVD 88     -       273.532  (meters)     897.41   (feet)  ADJUSTED  
 JZ1106  ___________________________________________________________________
 JZ1106  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1106  DYNAMIC HT  -         273.360 (meters)     896.85  (feet)  COMP
 JZ1106  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JZ1106
 JZ1106  VERT ORDER  -  SECOND    CLASS 0
 JZ1106
 JZ1106.The horizontal coordinates were scaled from a topographic map and have
 JZ1106.an estimated accuracy of +/- 6 seconds.
 JZ1106
 JZ1106.The orthometric height was determined by differential leveling
 JZ1106.and adjusted by the National Geodetic Survey in June 1991..
 JZ1106
 JZ1106.The geoid height was determined by GEOID03.
 JZ1106
 JZ1106.The dynamic height is computed by dividing the NAVD 88
 JZ1106.geopotential number by the normal gravity value computed on the
 JZ1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1106.degrees latitude (g = 980.6199 gals.).
 JZ1106
 JZ1106.The modeled gravity was interpolated from observed gravity values.
 JZ1106
 JZ1106;                    North         East    Units  Estimated Accuracy
 JZ1106;SPC KY1Z     - 1,303,290.    1,605,120.      MT  (+/- 180 meters Scaled)
 JZ1106
 JZ1106                          SUPERSEDED SURVEY CONTROL
 JZ1106
 JZ1106  NGVD 29 (??/??/92)  273.757  (m)          898.15   (f) ADJ UNCH    2 0
 JZ1106
 JZ1106.Superseded values are not recommended for survey control.
 JZ1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1106.See file dsdata.txt to determine how the superseded data were derived.
 JZ1106
 JZ1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ132262(NAD 83)
 JZ1106_MARKER: DR = REFERENCE MARK DISK
 JZ1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1106_SP_SET: CONCRETE POST
 JZ1106_STAMPING: I75 T 116 RM 1 1965
 JZ1106_MARK LOGO: PAS   
 JZ1106_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1106+STABILITY: SURFACE MOTION
 JZ1106
 JZ1106  HISTORY     - Date     Condition        Report By
 JZ1106  HISTORY     - 1965     MONUMENTED       PAS
 JZ1106  HISTORY     - 19930825 MARK NOT FOUND   LOCENG
 JZ1106
 JZ1106                          STATION DESCRIPTION
 JZ1106
 JZ1106'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 JZ1106'AT FORT WRIGHT.
 JZ1106'LOCATED AT THE INTERSTATE ROUTE 75 AND KYLES LANE INTERCHANGE,
 JZ1106'WHICH IS JUST SOUTH OF LOOKOUT HEIGHTS AND JUST NORTH OF FORT
 JZ1106'WRIGHT, ABOUT 77 FEET NORTHEAST OF THE CENTERLINE OF EAST LANE OF
 JZ1106'KYLES LANE AND ABOUT 49 FEET SOUTHEAST OF METAL GUARD RAIL.  A
 JZ1106'KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF
 JZ1106'CONCRETE POST PROJECTING 1 INCH AND STAMPED I75-T116 R.M. 1 1965.
 JZ1106
 JZ1106                          STATION RECOVERY (1993)
 JZ1106
 JZ1106'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 JZ1106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1105 ***********************************************************************
 JZ1105  DESIGNATION -  I75 T 116 RM 2
 JZ1105  PID         -  JZ1105
 JZ1105  STATE/COUNTY-  KY/KENTON
 JZ1105  USGS QUAD   -  COVINGTON (1987)
 JZ1105
 JZ1105                         *CURRENT SURVEY CONTROL
 JZ1105  ___________________________________________________________________
 JZ1105* NAD 83(1986)-  39 03 35.     (N)    084 32 08.     (W)     SCALED    
 JZ1105* NAVD 88     -       274.165  (meters)     899.49   (feet)  ADJUSTED  
 JZ1105  ___________________________________________________________________
 JZ1105  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1105  DYNAMIC HT  -         273.993 (meters)     898.93  (feet)  COMP
 JZ1105  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JZ1105
 JZ1105  VERT ORDER  -  SECOND    CLASS 0
 JZ1105
 JZ1105.The horizontal coordinates were scaled from a topographic map and have
 JZ1105.an estimated accuracy of +/- 6 seconds.
 JZ1105
 JZ1105.The orthometric height was determined by differential leveling
 JZ1105.and adjusted by the National Geodetic Survey in June 1991..
 JZ1105
 JZ1105.The geoid height was determined by GEOID03.
 JZ1105
 JZ1105.The dynamic height is computed by dividing the NAVD 88
 JZ1105.geopotential number by the normal gravity value computed on the
 JZ1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1105.degrees latitude (g = 980.6199 gals.).
 JZ1105
 JZ1105.The modeled gravity was interpolated from observed gravity values.
 JZ1105
 JZ1105;                    North         East    Units  Estimated Accuracy
 JZ1105;SPC KY1Z     - 1,303,290.    1,605,120.      MT  (+/- 180 meters Scaled)
 JZ1105
 JZ1105                          SUPERSEDED SURVEY CONTROL
 JZ1105
 JZ1105  NGVD 29 (??/??/92)  274.390  (m)          900.23   (f) ADJ UNCH    2 0
 JZ1105
 JZ1105.Superseded values are not recommended for survey control.
 JZ1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1105.See file dsdata.txt to determine how the superseded data were derived.
 JZ1105
 JZ1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ132262(NAD 83)
 JZ1105_MARKER: DR = REFERENCE MARK DISK
 JZ1105_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ1105_SP_SET: BRIDGE ABUTMENT
 JZ1105_STAMPING: I75 T 116 RM 2 1965
 JZ1105_MARK LOGO: PAS   
 JZ1105_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1105
 JZ1105  HISTORY     - Date     Condition        Report By
 JZ1105  HISTORY     - 1965     MONUMENTED       PAS
 JZ1105  HISTORY     - 19930825 MARK NOT FOUND   LOCENG
 JZ1105
 JZ1105                          STATION DESCRIPTION
 JZ1105
 JZ1105'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 JZ1105'AT FORT WRIGHT.
 JZ1105'LOCATED AT THE INTERSTATE ROUTE 75 AND KYLES LANE INTERCHANGE,
 JZ1105'WHICH IS JUST SOUTH OF LOOKOUT HEIGHTS AND JUST NORTH OF FORT
 JZ1105'WRIGHT, 4.0 FEET NORTHEAST OF THE WEST FACE OF SIDEWALK.  A
 JZ1105'KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN DRILL
 JZ1105'HOLE IN THE TOP OF THE NORTHEAST END OF BRIDGE ABUTMENT AND
 JZ1105'STAMPED I75-T116 R.M. 2 1965.
 JZ1105
 JZ1105                          STATION RECOVERY (1993)
 JZ1105
 JZ1105'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 JZ1105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1111 ***********************************************************************
 JZ1111  DESIGNATION -  I75 T 117
 JZ1111  PID         -  JZ1111
 JZ1111  STATE/COUNTY-  KY/KENTON
 JZ1111  USGS QUAD   -  COVINGTON (1987)
 JZ1111
 JZ1111                         *CURRENT SURVEY CONTROL
 JZ1111  ___________________________________________________________________
 JZ1111* NAD 83(1993)-  39 03 56.93795(N)    084 31 10.36078(W)     ADJUSTED  
 JZ1111* NAVD 88     -       219.462  (meters)     720.02   (feet)  ADJUSTED  
 JZ1111  ___________________________________________________________________
 JZ1111  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JZ1111  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ1111  DYNAMIC HT  -         219.323 (meters)     719.56  (feet)  COMP
 JZ1111  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 JZ1111
 JZ1111  HORZ ORDER  -  SECOND
 JZ1111  VERT ORDER  -  SECOND    CLASS 0
 JZ1111
 JZ1111.The horizontal coordinates were established by classical geodetic methods
 JZ1111.and adjusted by the National Geodetic Survey in April 1998..
 JZ1111
 JZ1111.The orthometric height was determined by differential leveling
 JZ1111.and adjusted by the National Geodetic Survey in June 1991..
 JZ1111
 JZ1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1111
 JZ1111.The geoid height was determined by GEOID03.
 JZ1111
 JZ1111.The dynamic height is computed by dividing the NAVD 88
 JZ1111.geopotential number by the normal gravity value computed on the
 JZ1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1111.degrees latitude (g = 980.6199 gals.).
 JZ1111
 JZ1111.The modeled gravity was interpolated from observed gravity values.
 JZ1111
 JZ1111;                    North         East     Units Scale Factor Converg.
 JZ1111;SPC KY1Z     - 1,303,983.881 1,606,500.870   MT  1.00012071   +0 45 19.6
 JZ1111;SPC KY1Z     - 4,278,153.78  5,270,661.60   sFT  1.00012071   +0 45 19.6
 JZ1111;SPC KY N     -   173,842.301   476,671.609   MT  1.00001658   -0 10 03.6
 JZ1111;SPC KY N     -   570,347.62  1,563,880.10   sFT  1.00001658   -0 10 03.6
 JZ1111;UTM  16      - 4,327,008.840   714,601.784   MT  1.00016711   +1 33 49.7
 JZ1111
 JZ1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1111!SPC KY1Z     -   0.99997091  x   1.00012071  =   1.00009162
 JZ1111!SPC KY N     -   0.99997091  x   1.00001658  =   0.99998749
 JZ1111!UTM  16      -   0.99997091  x   1.00016711  =   1.00013802
 JZ1111
 JZ1111|---------------------------------------------------------------------|
 JZ1111| PID    Reference Object                     Distance      Geod. Az  |
 JZ1111|                                                           dddmmss.s |
 JZ1111| JZ1109 I75 T 117 RM 1                       24.026 METERS 19709     |
 JZ1111| JZ1108 I75 T 116 AZ MK                     APPROX. 0.8 KM 2282144.6 |
 JZ1111| JZ1110 I75 T 117 RM 2                       11.578 METERS 28555     |
 JZ1111| JZ1112 I75 T 117 AZ MK                     APPROX. 2.0 KM 3524351.4 |
 JZ1111| JZ3223 COVINGTON RADIO STATION WZIP        APPROX. 1.6 KM 3541519.9 |
 JZ1111|---------------------------------------------------------------------|
 JZ1111
 JZ1111                          SUPERSEDED SURVEY CONTROL
 JZ1111
 JZ1111  NAD 83(1993)-  39 03 56.94386(N)    084 31 10.36718(W) AD(       ) 2
 JZ1111  NAD 83(1986)-  39 03 56.94117(N)    084 31 10.37152(W) AD(       ) 2
 JZ1111  NAD 27      -  39 03 56.72089(N)    084 31 10.56768(W) AD(       ) 2
 JZ1111  NGVD 29 (??/??/92)  219.689  (m)          720.76   (f) ADJ UNCH    2 0
 JZ1111
 JZ1111.Superseded values are not recommended for survey control.
 JZ1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1111.See file dsdata.txt to determine how the superseded data were derived.
 JZ1111
 JZ1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1460227009(NAD 83)
 JZ1111_MARKER: DD = SURVEY DISK
 JZ1111_SETTING: 0 = UNSPECIFIED SETTING
 JZ1111_STAMPING: I75-T117 1965
 JZ1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1111
 JZ1111  HISTORY     - Date     Condition        Report By
 JZ1111  HISTORY     - 1965     MONUMENTED       KYHD
 JZ1111  HISTORY     - 1965     GOOD             KYHD
 JZ1111
 JZ1111                          STATION DESCRIPTION
 JZ1111
 JZ1111'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 JZ1111'STATION IS LOCATED ABOUT 1 MILE SOUTH OF COVINGTON AND ABOUT 1 MILE
 JZ1111'NORTHEAST OF FORT WRIGHT. IT IS ON A HIGH CUT BANK NEAR THE
 JZ1111'EAST R/W FENCE OF INTERSTATE ROUTE 75.
 JZ1111'
 JZ1111'TO REACH THE STATION FROM THE I-75 AND KYLES LANE INTERCHANGE AT
 JZ1111'LOOKOUT HEIGHTS, GO NORTHEAST ON I-75 FOR 1.1 MILES TO STATION ON
 JZ1111'RIGHT.
 JZ1111'
 JZ1111'STATION MARK IS ABOUT 170 FEET EAST OF THE EAST LANE OF I-75, 5 FEET
 JZ1111'WEST OF EAST R-W FENCE, 4 FEET NORTHWEST OF METAL WITNESS
 JZ1111'POST AND SIGN AND ABOUT 65 FEET HIGHER THAN EAST LANE. THE MARK
 JZ1111'PROJECTS 1 INCH AND IS STAMPED I75-T117 1965.
 JZ1111'
 JZ1111'REFERENCE MARK NO. 1 IS 78.82 FEET SOUTH OF STATION, ABOUT 165 FEET
 JZ1111'SOUTHEAST OF EAST LANE, 37 FEET NORTHWEST OF TELEPHONE POLE
 JZ1111'NO 54 AND 4.5 FEET WEST OF EAST R/W FENCE. THE MARK IS SET IN DRILL
 JZ1111'HOLE IN TOP OF LIMESTONE OUTCROP AND IS STAMPED I75-T117 NO. 1
 JZ1111'1965.
 JZ1111'
 JZ1111'REFERENCE MARK NO. 2 IS 37.99 FEET WEST OF STATION, ABOUT 125 FEET
 JZ1111'EAST OF EAST LANE, 43 FEET WEST OF EAST R/W FENCE AND 77.5 FEET
 JZ1111'SOUTHWEST OF TELEPHONE POLE NO 53. THE MARK PROJECTS 1 INCH AND IS
 JZ1111'STAMPED I75-T117 NO. 2 1965.
 JZ1111'
 JZ1111'AZIMUTH MARK IS ABOUT 1.3 MILES NORTH-NORTHWEST OF STATION, ABOUT 550
 JZ1111'FEET SOUTH OF THE SOUTH END OF INTERSTATE BRIDGE OVER THE
 JZ1111'OHIO RIVER, 74 FEET WEST OF THE WEST EDGE OF PAVEMENT OF 5TH STREET
 JZ1111'EXIT RAMP, 14.5 FEET EAST OF EAST LANE OF INTERSTATE ROUTE 75 AND
 JZ1111'5 FEET EAST OF METAL GUARD RAIL. THE MARK IS SET IN DRILL HOLE IN TOP
 JZ1111'OF SOUTHWEST CORNER OF WESTERNMOST CONCRETE BASE FOR SIGN AND
 JZ1111'IS STAMPED I75-T117 1965.
 JZ1111'
 JZ1111'TO REACH AZIMUTH MARK FROM STATION, CONTINUE AHEAD ON I-75 FOR 1.3
 JZ1111'MILES TO THE 5TH STREET EXIT AND MARK JUST NORTH OF EXIT.
 JZ1111'
 JZ1111'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 JZ1111'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS
 JZ1111'DESCRIBED.
 JZ1111'
 JZ1111'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
 JZ1111
 JZ1111                          STATION RECOVERY (1965)
 JZ1111
 JZ1111'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1965
 JZ1111'AT COVINGTON.
 JZ1111'1.1 MILES NORTHEAST ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 JZ1111'KYLES LANE INTERCHANGE, ABOUT 170 FEET EAST OF THE EAST LANE
 JZ1111'OF I-75, 5.0 FEET WEST OF EAST R/W FENCE, 4.0 FEET NORTHWEST OF
 JZ1111'METAL WITNESS POST AND SIGN AND ABOUT 65 FEET HIGHER THAN EAST
 JZ1111'LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK PROJECTING
 JZ1111'1 INCH AND STAMPED I75-T117 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1112 ***********************************************************************
 JZ1112  DESIGNATION -  I75 T 117 AZ MK
 JZ1112  PID         -  JZ1112
 JZ1112  STATE/COUNTY-  KY/KENTON
 JZ1112  USGS QUAD   -  COVINGTON (1987)
 JZ1112
 JZ1112                         *CURRENT SURVEY CONTROL
 JZ1112  ___________________________________________________________________
 JZ1112* NAD 83(1993)-  39 05 00.53649(N)    084 31 20.76938(W)     ADJUSTED  
 JZ1112* NAVD 88     -       154.451  (meters)     506.73   (feet)  ADJUSTED  
 JZ1112  ___________________________________________________________________
 JZ1112  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 JZ1112  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1112  DYNAMIC HT  -         154.353 (meters)     506.41  (feet)  COMP
 JZ1112  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JZ1112
 JZ1112  HORZ ORDER  -  SECOND
 JZ1112  VERT ORDER  -  SECOND    CLASS 0
 JZ1112
 JZ1112.The horizontal coordinates were established by classical geodetic methods
 JZ1112.and adjusted by the National Geodetic Survey in April 1998..
 JZ1112
 JZ1112.The orthometric height was determined by differential leveling
 JZ1112.and adjusted by the National Geodetic Survey in June 1991..
 JZ1112
 JZ1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1112
 JZ1112.The geoid height was determined by GEOID03.
 JZ1112
 JZ1112.The dynamic height is computed by dividing the NAVD 88
 JZ1112.geopotential number by the normal gravity value computed on the
 JZ1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1112.degrees latitude (g = 980.6199 gals.).
 JZ1112
 JZ1112.The modeled gravity was interpolated from observed gravity values.
 JZ1112
 JZ1112;                    North         East     Units Scale Factor Converg.
 JZ1112;SPC KY1Z     - 1,305,941.913 1,606,224.832   MT  1.00012718   +0 45 13.2
 JZ1112;SPC KY1Z     - 4,284,577.76  5,269,755.97   sFT  1.00012718   +0 45 13.2
 JZ1112;SPC KY N     -   175,804.318   476,427.179   MT  1.00001985   -0 10 10.1
 JZ1112;SPC KY N     -   576,784.67  1,563,078.17   sFT  1.00001985   -0 10 10.1
 JZ1112;UTM  16      - 4,328,962.863   714,298.127   MT  1.00016550   +1 33 45.3
 JZ1112
 JZ1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1112!SPC KY1Z     -   0.99998111  x   1.00012718  =   1.00010829
 JZ1112!SPC KY N     -   0.99998111  x   1.00001985  =   1.00000096
 JZ1112!UTM  16      -   0.99998111  x   1.00016550  =   1.00014661
 JZ1112
 JZ1112                          SUPERSEDED SURVEY CONTROL
 JZ1112
 JZ1112  NAD 83(1993)-  39 05 00.54225(N)    084 31 20.77615(W) AD(       ) 2
 JZ1112  NAD 83(1986)-  39 05 00.53990(N)    084 31 20.78040(W) AD(       ) 2
 JZ1112  NAD 27      -  39 05 00.32023(N)    084 31 20.97569(W) AD(       ) 2
 JZ1112  NGVD 29 (??/??/92)  154.682  (m)          507.49   (f) ADJ UNCH    2 0
 JZ1112
 JZ1112.Superseded values are not recommended for survey control.
 JZ1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1112.See file dsdata.txt to determine how the superseded data were derived.
 JZ1112
 JZ1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1429828963(NAD 83)
 JZ1112_MARKER: DZ = AZIMUTH MARK DISK
 JZ1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1112_SP_SET: SIGN BASE
 JZ1112_STAMPING: I75-T117 1965
 JZ1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1112
 JZ1112  HISTORY     - Date     Condition        Report By
 JZ1112  HISTORY     - 1965     MONUMENTED       KYHD
 JZ1112  HISTORY     - 1965     GOOD             KYHD
 JZ1112  HISTORY     - 1985     MARK NOT FOUND   NGS
 JZ1112
 JZ1112                          STATION DESCRIPTION
 JZ1112
 JZ1112'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965
 JZ1112'STATION IS LOCATED ABOUT 2.3 MILE SOUTH OF COVINGTON AND ABOUT 1 MILE
 JZ1112'NORTHEAST OF FORT WRIGHT. IT IS ON A HIGH CUT BANK NEAR THE
 JZ1112'EAST R/W FENCE OF INTERSTATE ROUTE 75.
 JZ1112'
 JZ1112'TO REACH THE STATION FROM THE I-75 AND KYLES LANE INTERCHANGE AT
 JZ1112'LOOKOUT HEIGHTS, GO NORTHEAST ON I-75 FOR 2.4 MILES TO STATION ON
 JZ1112'RIGHT.
 JZ1112'
 JZ1112'AZIMUTH MARK IS ABOUT 550
 JZ1112'FEET SOUTH OF THE SOUTH END OF INTERSTATE BRIDGE OVER THE
 JZ1112'OHIO RIVER, 74 FEET WEST OF THE WEST EDGE OF PAVEMENT OF 5TH STREET
 JZ1112'EXIT RAMP, 14.5 FEET EAST OF EAST LANE OF INTERSTATE ROUTE 75 AND
 JZ1112'5 FEET EAST OF METAL GUARD RAIL. THE MARK IS SET IN DRILL HOLE IN TOP
 JZ1112'OF SOUTHWEST CORNER OF WESTERNMOST CONCRETE BASE FOR SIGN AND
 JZ1112'IS STAMPED I75-T117 1965.
 JZ1112
 JZ1112                          STATION RECOVERY (1965)
 JZ1112
 JZ1112'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1965
 JZ1112'AT COVINGTON.
 JZ1112'2.4 MILES NORTHEAST ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 JZ1112'KYLES LANE INTERCHANGE, ABOUT 550 FEET SOUTH OF THE SOUTH END OF
 JZ1112'I-75 BRIDGE OVER THE OHIO RIVER, 74.0 FEET WEST OF THE WEST
 JZ1112'EDGE OF PAVEMENT OF 5TH STREET EXIT RAMP, 14.5 FEET EAST OF
 JZ1112'THE EAST LANE OF I-75 AND 5.0 FEET EAST OF METAL GUARD RAIL.  A
 JZ1112'KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN DRILL
 JZ1112'HOLE IN TOP OF CONCRETE BASE FOR SIGN AND STAMPED I75-T117 1965.
 JZ1112
 JZ1112                          STATION RECOVERY (1985)
 JZ1112
 JZ1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ1112'NOT RECOVERED, THIS AREA IS PRESENTLY UNDER CONSTRUCTION AND NO
 JZ1112'EVIDENCE OF A CONCRETE BASE FOR SIGN WAS FOUND, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1109 ***********************************************************************
 JZ1109  DESIGNATION -  I75 T 117 RM 1
 JZ1109  PID         -  JZ1109
 JZ1109  STATE/COUNTY-  KY/KENTON
 JZ1109  USGS QUAD   -  COVINGTON (1987)
 JZ1109
 JZ1109                         *CURRENT SURVEY CONTROL
 JZ1109  ___________________________________________________________________
 JZ1109* NAD 83(1986)-  39 04 09.     (N)    084 31 14.     (W)     SCALED    
 JZ1109* NAVD 88     -       219.369  (meters)     719.71   (feet)  ADJUSTED  
 JZ1109  ___________________________________________________________________
 JZ1109  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ1109  DYNAMIC HT  -         219.230 (meters)     719.26  (feet)  COMP
 JZ1109  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 JZ1109
 JZ1109  VERT ORDER  -  SECOND    CLASS 0
 JZ1109
 JZ1109.The horizontal coordinates were scaled from a topographic map and have
 JZ1109.an estimated accuracy of +/- 6 seconds.
 JZ1109
 JZ1109.The orthometric height was determined by differential leveling
 JZ1109.and adjusted by the National Geodetic Survey in June 1991..
 JZ1109
 JZ1109.The geoid height was determined by GEOID03.
 JZ1109
 JZ1109.The dynamic height is computed by dividing the NAVD 88
 JZ1109.geopotential number by the normal gravity value computed on the
 JZ1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1109.degrees latitude (g = 980.6199 gals.).
 JZ1109
 JZ1109.The modeled gravity was interpolated from observed gravity values.
 JZ1109
 JZ1109;                    North         East    Units  Estimated Accuracy
 JZ1109;SPC KY1Z     - 1,304,360.    1,606,410.      MT  (+/- 180 meters Scaled)
 JZ1109
 JZ1109                          SUPERSEDED SURVEY CONTROL
 JZ1109
 JZ1109  NGVD 29 (??/??/92)  219.596  (m)          720.46   (f) ADJ UNCH    2 0
 JZ1109
 JZ1109.Superseded values are not recommended for survey control.
 JZ1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1109.See file dsdata.txt to determine how the superseded data were derived.
 JZ1109
 JZ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ145273(NAD 83)
 JZ1109_MARKER: DR = REFERENCE MARK DISK
 JZ1109_SETTING: 66 = SET IN ROCK OUTCROP
 JZ1109_SP_SET: ROCK OUTCROP
 JZ1109_STAMPING: I75-T117 RM 1 1965
 JZ1109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ1109+STABILITY: POSITION/ELEVATION WELL
 JZ1109
 JZ1109  HISTORY     - Date     Condition        Report By
 JZ1109  HISTORY     - 1965     MONUMENTED       KYHD
 JZ1109
 JZ1109                          STATION DESCRIPTION
 JZ1109
 JZ1109'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965
 JZ1109'AT COVINGTON.
 JZ1109'1.1 MILES NORTHEAST ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 JZ1109'KYLES LANE INTERCHANGE, ABOUT 165 FEET SOUTHEAST OF EAST LANE,
 JZ1109'37 FEET NORTHWEST OF TELEPHONE POLE 54 AND 4.5 FEET WEST OF EAST
 JZ1109'R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK
 JZ1109'DISK SET IN DRILL HOLE IN TOP OF LIMESTONE OUTCROP AND STAMPED
 JZ1109'I75-T117 R.M. 1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1110 ***********************************************************************
 JZ1110  DESIGNATION -  I75 T 117 RM 2
 JZ1110  PID         -  JZ1110
 JZ1110  STATE/COUNTY-  KY/KENTON
 JZ1110  USGS QUAD   -  COVINGTON (1987)
 JZ1110
 JZ1110                         *CURRENT SURVEY CONTROL
 JZ1110  ___________________________________________________________________
 JZ1110* NAD 83(1986)-  39 04 09.     (N)    084 31 14.     (W)     SCALED    
 JZ1110* NAVD 88     -       219.137  (meters)     718.95   (feet)  ADJUSTED  
 JZ1110  ___________________________________________________________________
 JZ1110  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ1110  DYNAMIC HT  -         218.998 (meters)     718.50  (feet)  COMP
 JZ1110  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 JZ1110
 JZ1110  VERT ORDER  -  SECOND    CLASS 0
 JZ1110
 JZ1110.The horizontal coordinates were scaled from a topographic map and have
 JZ1110.an estimated accuracy of +/- 6 seconds.
 JZ1110
 JZ1110.The orthometric height was determined by differential leveling
 JZ1110.and adjusted by the National Geodetic Survey in June 1991..
 JZ1110
 JZ1110.The geoid height was determined by GEOID03.
 JZ1110
 JZ1110.The dynamic height is computed by dividing the NAVD 88
 JZ1110.geopotential number by the normal gravity value computed on the
 JZ1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1110.degrees latitude (g = 980.6199 gals.).
 JZ1110
 JZ1110.The modeled gravity was interpolated from observed gravity values.
 JZ1110
 JZ1110;                    North         East    Units  Estimated Accuracy
 JZ1110;SPC KY1Z     - 1,304,360.    1,606,410.      MT  (+/- 180 meters Scaled)
 JZ1110
 JZ1110                          SUPERSEDED SURVEY CONTROL
 JZ1110
 JZ1110  NGVD 29 (??/??/92)  219.364  (m)          719.70   (f) ADJ UNCH    2 0
 JZ1110
 JZ1110.Superseded values are not recommended for survey control.
 JZ1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1110.See file dsdata.txt to determine how the superseded data were derived.
 JZ1110
 JZ1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ145273(NAD 83)
 JZ1110_MARKER: DR = REFERENCE MARK DISK
 JZ1110_SETTING: 0 = UNSPECIFIED SETTING
 JZ1110_STAMPING: I75-T117 RM 2 1965
 JZ1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1110
 JZ1110  HISTORY     - Date     Condition        Report By
 JZ1110  HISTORY     - 1965     MONUMENTED       KYHD
 JZ1110
 JZ1110                          STATION DESCRIPTION
 JZ1110
 JZ1110'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965
 JZ1110'AT COVINGTON.
 JZ1110'1.1 MILES NORTHEAST ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 JZ1110'KYLES LANE INTERCHANGE, ABOUT 125 FEET EAST OF EAST LANE, 43.0
 JZ1110'FEET WEST OF EAST R/W FENCE AND 77.5 FEET SOUTHWEST OF TELEPHONE
 JZ1110'POLE 53.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK
 JZ1110'PROJECTING 1 INCH AND STAMPED I75-T117 R.M. 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3225 ***********************************************************************
 JZ3225  DESIGNATION -  I75 T 118
 JZ3225  PID         -  JZ3225
 JZ3225  STATE/COUNTY-  KY/KENTON
 JZ3225  USGS QUAD   -  COVINGTON (1987)
 JZ3225
 JZ3225                         *CURRENT SURVEY CONTROL
 JZ3225  ___________________________________________________________________
 JZ3225* NAD 83(1993)-  39 05 17.56040(N)    084 31 07.09520(W)     ADJUSTED  
 JZ3225* NAVD 88     -       165.3    (meters)     542.     (feet)  VERTCON   
 JZ3225  ___________________________________________________________________
 JZ3225  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 JZ3225  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3225
 JZ3225  HORZ ORDER  -  SECOND
 JZ3225
 JZ3225.The horizontal coordinates were established by classical geodetic methods
 JZ3225.and adjusted by the National Geodetic Survey in April 1998..
 JZ3225
 JZ3225.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3225
 JZ3225.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3225
 JZ3225.The geoid height was determined by GEOID03.
 JZ3225
 JZ3225;                    North         East     Units Scale Factor Converg.
 JZ3225;SPC KY1Z     - 1,306,471.249 1,606,546.571   MT  1.00012893   +0 45 21.6
 JZ3225;SPC KY1Z     - 4,286,314.42  5,270,811.54   sFT  1.00012893   +0 45 21.6
 JZ3225;SPC KY N     -   176,328.346   476,757.368   MT  1.00002074   -0 10 01.6
 JZ3225;SPC KY N     -   578,503.92  1,564,161.46   sFT  1.00002074   -0 10 01.6
 JZ3225;UTM  16      - 4,329,496.711   714,612.371   MT  1.00016716   +1 33 54.5
 JZ3225
 JZ3225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3225!SPC KY1Z     -   0.99997941  x   1.00012893  =   1.00010834
 JZ3225!SPC KY N     -   0.99997941  x   1.00002074  =   1.00000015
 JZ3225!UTM  16      -   0.99997941  x   1.00016716  =   1.00014657
 JZ3225
 JZ3225:                Primary Azimuth Mark                     Grid Az
 JZ3225:SPC KY1Z     -  NEWPORT MUNICIPAL TANK                   116 18 49.4
 JZ3225:SPC KY N     -  NEWPORT MUNICIPAL TANK                   117 14 12.6
 JZ3225:UTM  16      -  NEWPORT MUNICIPAL TANK                   115 30 16.5
 JZ3225
 JZ3225|---------------------------------------------------------------------|
 JZ3225| PID    Reference Object                     Distance      Geod. Az  |
 JZ3225|                                                           dddmmss.s |
 JZ3225| JZ3120 NEWPORT MUNICIPAL TANK              APPROX. 2.8 KM 1170411.0 |
 JZ3225| CC9393 I75 T 118 RM 1                        9.014 METERS 16450     |
 JZ3225| JZ3227 COVINGTON WATER TANK                APPROX. 3.6 KM 1761310.0 |
 JZ3225| JZ3223 COVINGTON RADIO STATION WZIP        APPROX. 0.9 KM 1945118.7 |
 JZ3225| CC9394 I75 T 118 RM 2                        8.223 METERS 25709     |
 JZ3225|---------------------------------------------------------------------|
 JZ3225
 JZ3225                          SUPERSEDED SURVEY CONTROL
 JZ3225
 JZ3225  NAD 83(1993)-  39 05 17.56652(N)    084 31 07.10202(W) AD(       ) 2
 JZ3225  NAD 83(1986)-  39 05 17.56429(N)    084 31 07.10616(W) AD(       ) 2
 JZ3225  NAD 27      -  39 05 17.34432(N)    084 31 07.30214(W) AD(       ) 2
 JZ3225  NGVD 29 (07/19/86)  165.5    (m)          543.     (f) VERT ANG       
 JZ3225
 JZ3225.Superseded values are not recommended for survey control.
 JZ3225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3225.See file dsdata.txt to determine how the superseded data were derived.
 JZ3225
 JZ3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1461229497(NAD 83)
 JZ3225_MARKER: DD = SURVEY DISK
 JZ3225_SETTING: 0 = UNSPECIFIED SETTING
 JZ3225
 JZ3225  HISTORY     - Date     Condition        Report By
 JZ3225  HISTORY     - 1965     MONUMENTED       KYHD
 JZ3225
 JZ3225                          STATION DESCRIPTION
 JZ3225
 JZ3225'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 JZ3225'STATION IS LOCATED IN NORTHERN PART OF COVINGTON ON THE C AND O RAILRO
 JZ3225'OVERHEAD APPROACH TO BRIDGE OVER THE OHIO RIVER.
 JZ3225'
 JZ3225'STATION MARK IS ABOUT 340 FEET SOUTH OF THE SOUTH END OF BRIDGE PIER
 JZ3225'WHERE STEEL STRUCTURE STARTS, ABOUT 220 FEET SOUTH OF SIGNAL
 JZ3225'NO 6639, ABOUT 70 YARDS NORTH OF THIRD STREET, 4 FEET EAST OF EAST
 JZ3225'RAIL, 2 FEET WEST OF STEEL GUARD RAIL ON SIDEWALK, 0.7 FOOT
 JZ3225'EAST OF WEST FACE OF SIDEWALK AND ABOUT 20 FEET HIGHER THAN STREET
 JZ3225'LEVEL U.S. HIGHWAY 25 THAT PARALLELS RAILROAD OVERHEAD. THE MARK
 JZ3225'IS SET IN DRILL HOLE IN TOP OF SIDEWALK OF OVERHEAD AND IS STAMPED
 JZ3225'I75-T118 1965.
 JZ3225'
 JZ3225'REFERENCE MARK NO. 1 IS 29.57 FEET SOUTH OF STATION, 5 FEET EAST OF
 JZ3225'EAST RAIL, 1.5 FEET WEST OF STEEL GUARD RAIL AND 1 FOOT EAST OF
 JZ3225'WEST FACE OF SIDEWALK. THE MARK IS SET IN DRILL HOLE IN TOP OF EAST
 JZ3225'SIDEWALK OF OVERHEAD AND IS STAMPED I75-T118 NO. 1 1965.
 JZ3225'
 JZ3225'REFERENCE MARK NO. 2 IS 26.98 FEET WEST OF STATION, 5 FEET WEST OF
 JZ3225'WEST RAIL, 1.5 FEET EAST OF METAL GUARD RAIL AND 1.5 FEET WEST
 JZ3225'OF EAST FACE OF SIDEWALK. THE MARK IS SET IN DRILL HOLE IN THE TOP OF
 JZ3225'WEST SIDEWALK OF OVERHEAD AND IS STAMPED I75-T118 NO. 2 1965.
 JZ3225'
 JZ3225'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 JZ3225'
 JZ3225'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 JZ3225'HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 JZ3225'
 JZ3225'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2493 ***********************************************************************
 GB2493  DESIGNATION -  I75 T 29 2
 GB2493  PID         -  GB2493
 GB2493  STATE/COUNTY-  KY/WHITLEY
 GB2493  USGS QUAD   -  JELLICO EAST (1982)
 GB2493
 GB2493                         *CURRENT SURVEY CONTROL
 GB2493  ___________________________________________________________________
 GB2493* NAD 83(1993)-  36 36 56.23531(N)    084 06 25.73436(W)     ADJUSTED  
 GB2493* NAVD 88     -       337.6    (meters)    1108.     (feet)  VERTCON   
 GB2493  ___________________________________________________________________
 GB2493  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 GB2493  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB2493
 GB2493  HORZ ORDER  -  SECOND
 GB2493
 GB2493.The horizontal coordinates were established by classical geodetic methods
 GB2493.and adjusted by the National Geodetic Survey in December 1995..
 GB2493
 GB2493.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2493
 GB2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2493
 GB2493.The geoid height was determined by GEOID03.
 GB2493
 GB2493;                    North         East     Units Scale Factor Converg.
 GB2493;SPC KY1Z     - 1,032,624.933 1,646,979.427   MT  1.00014469   +1 00 31.1
 GB2493;SPC KY1Z     - 3,387,870.30  5,403,465.00   sFT  1.00014469   +1 00 31.1
 GB2493;SPC KY S     -   532,604.463   646,961.793   MT  1.00002345   +0 59 46.8
 GB2493;SPC KY S     - 1,747,386.48  2,122,573.82   sFT  1.00002345   +0 59 46.8
 GB2493;SPC TN       -   254,864.294   769,326.627   MT  1.00004134   +1 06 29.3
 GB2493;SPC TN       -   836,167.27  2,524,032.44   sFT  1.00004134   +1 06 29.3
 GB2493;UTM  16      - 4,056,130.776   758,716.376   MT  1.00042472   +1 43 35.0
 GB2493
 GB2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2493!SPC KY1Z     -   0.99995171  x   1.00014469  =   1.00009640
 GB2493!SPC KY S     -   0.99995171  x   1.00002345  =   0.99997516
 GB2493!SPC TN       -   0.99995171  x   1.00004134  =   0.99999305
 GB2493!UTM  16      -   0.99995171  x   1.00042472  =   1.00037641
 GB2493
 GB2493|---------------------------------------------------------------------|
 GB2493| PID    Reference Object                     Distance      Geod. Az  |
 GB2493|                                                           dddmmss.s |
 GB2493| DC2320 I75 T 29 2 RM 3                      14.300 METERS 00634     |
 GB2493| GB0459 I75 T 29                            123.216 METERS 06103     |
 GB2493| GB0462 I75 T 29 AZ MK                      APPROX. 1.8 KM 1765316.1 |
 GB2493| DC2319 I75 T 29 2 RM 4                      16.882 METERS 27445     |
 GB2493|---------------------------------------------------------------------|
 GB2493
 GB2493                          SUPERSEDED SURVEY CONTROL
 GB2493
 GB2493  NAD 83(1993)-  36 36 56.25129(N)    084 06 25.73884(W) AD(       ) 2
 GB2493  NAD 83(1986)-  36 36 56.25169(N)    084 06 25.73892(W) AD(       ) 2
 GB2493  NAD 27      -  36 36 55.94692(N)    084 06 25.96937(W) AD(       ) 2
 GB2493  NGVD 29 (07/19/86)  337.8    (m)         1108.     (f) VERT ANG       
 GB2493
 GB2493.Superseded values are not recommended for survey control.
 GB2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2493.See file dsdata.txt to determine how the superseded data were derived.
 GB2493
 GB2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5871656131(NAD 83)
 GB2493_MARKER: DS = TRIANGULATION STATION DISK
 GB2493_SETTING: 0 = UNSPECIFIED SETTING
 GB2493
 GB2493  HISTORY     - Date     Condition        Report By
 GB2493  HISTORY     - 1969     MONUMENTED       CGS
 GB2493
 GB2493                          STATION DESCRIPTION
 GB2493
 GB2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GB2493'THE STATION IS LOCATED ATOP A HIGH ROCK CUT ALONG THE WEST SIDE OF
 GB2493'INTERSTATE ROUTE
 GB2493'75, ABOUT 10 MILES SOUTHEAST OF WILLIAMSBURG,
 GB2493'KENTUCKY, ABOUT 2.3 MILES NORTHEAST
 GB2493'OF JELLICO, TENNESSEE, AND ABOUT
 GB2493'1.8 MILES NORTH OF THE KENTUCKY-TENNESSEE STATE LINE.
 GB2493'
 GB2493'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE ROUTE 75 AND
 GB2493'STATE ROUTE 92 AT
 GB2493'THE SOUTH EDGE OF WILLIAMSBURG, GO SOUTHERLY ON
 GB2493'INTERSTATE ROUTE 75 FOR 8.85 MILES
 GB2493'TO A POINT JUST AFTER CROSSING A
 GB2493'CONCRETE BRIDGE AND JUST BEFORE ENTERING A LARGE ROCK
 GB2493'CUT.  HERE BEAR
 GB2493'RIGHT OFF THE HIGHWAY AND PACK SOUTHERLY UP A STEEP HILL ALONG THE
 GB2493'WEST SIDE OF THE
 GB2493'INTERSTATE FOR ABOUT 0.15 OF A MILE TO THE TOP OF A
 GB2493'HIGH ROCK CUT, AND THE STATION NEAR
 GB2493'THE SUMMIT AS DESCRIBED.
 GB2493'
 GB2493'THE STATION IS ABOUT 110 FEET ABOVE THE LEVEL OF THE HIGHWAY, 133
 GB2493'FEET EAST OF THE
 GB2493'WEST RIGHT-OF-WAY FENCE, 10 FEET WEST OF THE EDGE OF
 GB2493'THE UPPER STEP IN THE ROCK CUT, AND
 GB2493'0.7 OF A FOOT NORTH OF A METAL
 GB2493'WITNESS POST AND SIGN.  IT IS A STANDARD DISK BRAZED
 GB2493'TO THE TOP OF A
 GB2493'30-INCH LENGTH OF 2-INCH GALVANIZED IRON PIPE, CEMENTED IN A HOLE IN
 GB2493'THE LIMY SHALE
 GB2493'ROCK.  THE TOP OF THE MARK PROJECTS ABOUT 2 INCHES
 GB2493'ABOVE THE FRAGMENTED SURFACE
 GB2493'SHALE AND THE DISK IS STAMPED I 75 T 29
 GB2493'2 1969.
 GB2493'
 GB2493'REFERENCE MARK NO. 3 IS ON THE NORTH SLOPE OF THE HILL ABOUT 3 FEET
 GB2493'BELOW THE
 GB2493'ELEVATION OF THE STATION, 140 FEET EAST OF THE WEST
 GB2493'RIGHT-OF-WAY FENCE, 5 FEET
 GB2493'WEST OF THE EDGE OF THE UPPER STEP IN THE
 GB2493'ROCK CUT, AND 0.7 OF A FOOT EAST OF A METAL
 GB2493'WITNESS POST AND SIGN.
 GB2493'IT IS A STANDARD DISK BRAZED TO THE TOP OF A 30-INCH LENGTH OF
 GB2493'A 2-INCH
 GB2493'GALVANIZED IRON PIPE, CEMENTED IN A HOLE IN THE LIMY SHALE
 GB2493'ROCK.  THE TOP OF THE
 GB2493'MARK PROJECTS ABOUT 2 INCHES ABOVE THE
 GB2493'FRAGMENTED SURFACE SHALE AND THE DISK IS
 GB2493'STAMPED I 75 T 29 2 NO 3
 GB2493'1969.
 GB2493'
 GB2493'REFERENCE MARK NO. 4 IS ON THE EAST SLOPE OF THE HILL ABOUT 2 FEET
 GB2493'ABOVE THE
 GB2493'ELEVATION OF THE STATION, 75.5 FEET EAST OF THE WEST
 GB2493'RIGHT-OF-WAY FENCE, 65 FEET
 GB2493'WEST OF THE EDGE OF THE UPPER STEP IN THE
 GB2493'ROCK CUT, AND 0.8 OF A FOOT EAST OF A METAL
 GB2493'WITNESS POST AND SIGN.
 GB2493'IT IS A STANDARD DISK BRAZED TO THE TOP OF A 30-INCH LENGTH OF
 GB2493'2-INCH GALVANIZED
 GB2493'IRON PIPE, CEMENTED IN A HOLE IN THE LIMY SHALE ROCK.  THE
 GB2493'TOP OF THE MARK PROJECTS
 GB2493'ABOUT 2 INCHES ABOVE THE SODDED SURFACE AND
 GB2493'THE DISK IS STAMPED I 75 T 29 2 NO 4 1969.
 GB2493'
 GB2493'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GB2493'REFERENCE MARK NO.
 GB2493'4 IS 73.81 FEET -22.499 METERS.
 GB2493'
 GB2493'TRAVERSE STATION I-75 T-29 AZIMUTH MARK 1968 IS THE AZIMUTH MARK FOR
 GB2493'THIS STATION.  SEE
 GB2493'DESCRIPTION THEREOF.
 GB2493'
 GB2493'**THIS STATION NOW DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0462 ***********************************************************************
 GB0462  CBN         -  This is a Cooperative Base Network Control Station.
 GB0462  DESIGNATION -  I75 T 29 AZ MK
 GB0462  PID         -  GB0462
 GB0462  STATE/COUNTY-  KY/WHITLEY
 GB0462  USGS QUAD   -  JELLICO EAST (1982)
 GB0462
 GB0462                         *CURRENT SURVEY CONTROL
 GB0462  ___________________________________________________________________
 GB0462* NAD 83(1993)-  36 35 58.69416(N)    084 06 21.85419(W)     ADJUSTED  
 GB0462* NAVD 88     -       318.834  (meters)    1046.04   (feet)  ADJUSTED  
 GB0462  ___________________________________________________________________
 GB0462  X           -     526,460.504 (meters)                     COMP
 GB0462  Y           -  -5,099,737.419 (meters)                     COMP
 GB0462  Z           -   3,781,989.071 (meters)                     COMP
 GB0462  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 GB0462  ELLIP HEIGHT-         288.93  (meters)          (11/03/04) GPS OBS
 GB0462  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB0462  DYNAMIC HT  -         318.560 (meters)    1045.14  (feet)  COMP
 GB0462  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 GB0462
 GB0462  HORZ ORDER  -  B
 GB0462  VERT ORDER  -  SECOND    CLASS 0
 GB0462  ELLP ORDER  -  THIRD     CLASS I
 GB0462
 GB0462.The horizontal coordinates were established by GPS observations
 GB0462.and adjusted by the National Geodetic Survey in September 1994..
 GB0462
 GB0462.The orthometric height was determined by differential leveling
 GB0462.and adjusted by the National Geodetic Survey in June 1991..
 GB0462
 GB0462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB0462
 GB0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0462
 GB0462.The ellipsoidal height was determined by GPS observations
 GB0462.and is referenced to NAD 83.
 GB0462
 GB0462.The geoid height was determined by GEOID03.
 GB0462
 GB0462.The dynamic height is computed by dividing the NAVD 88
 GB0462.geopotential number by the normal gravity value computed on the
 GB0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0462.degrees latitude (g = 980.6199 gals.).
 GB0462
 GB0462.The modeled gravity was interpolated from observed gravity values.
 GB0462
 GB0462;                    North         East     Units Scale Factor Converg.
 GB0462;SPC KY1Z     - 1,030,852.933 1,647,107.094   MT  1.00015080   +1 00 33.5
 GB0462;SPC KY1Z     - 3,382,056.66  5,403,883.86   sFT  1.00015080   +1 00 33.5
 GB0462;SPC KY S     -   530,832.653   647,089.064   MT  1.00002696   +0 59 49.1
 GB0462;SPC KY S     - 1,741,573.46  2,122,991.37   sFT  1.00002696   +0 59 49.1
 GB0462;SPC TN       -   253,092.711   769,457.356   MT  1.00003757   +1 06 31.6
 GB0462;SPC TN       -   830,355.00  2,524,461.34   sFT  1.00003757   +1 06 31.6
 GB0462;UTM  16      - 4,054,360.023   758,866.262   MT  1.00042568   +1 43 35.0
 GB0462
 GB0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0462!SPC KY1Z     -   0.99995466  x   1.00015080  =   1.00010545
 GB0462!SPC KY S     -   0.99995466  x   1.00002696  =   0.99998162
 GB0462!SPC TN       -   0.99995466  x   1.00003757  =   0.99999223
 GB0462!UTM  16      -   0.99995466  x   1.00042568  =   1.00038032
 GB0462
 GB0462:                Primary Azimuth Mark                     Grid Az
 GB0462:SPC KY1Z     -  I75 T 29                                 359 20 49.2
 GB0462:SPC KY S     -  I75 T 29                                 359 21 33.6
 GB0462:SPC TN       -  I75 T 29                                 359 14 51.1
 GB0462:UTM  16      -  I75 T 29                                 358 37 47.7
 GB0462
 GB0462|---------------------------------------------------------------------|
 GB0462| PID    Reference Object                     Distance      Geod. Az  |
 GB0462|                                                           dddmmss.s |
 GB0462| GB0459 I75 T 29                            APPROX. 1.8 KM 0002122.7 |
 GB0462|---------------------------------------------------------------------|
 GB0462
 GB0462                          SUPERSEDED SURVEY CONTROL
 GB0462
 GB0462  ELLIP H (08/03/04)  288.91   (m)                       GP(       ) 4 1
 GB0462  ELLIP H (09/07/94)  288.89   (m)                       GP(       ) 4 1
 GB0462  NAD 83(1993)-  36 35 58.71033(N)    084 06 21.85866(W) AD(       ) 2
 GB0462  NAD 83(1986)-  36 35 58.71080(N)    084 06 21.85867(W) AD(       ) 2
 GB0462  NAD 27      -  36 35 58.40951(N)    084 06 22.09180(W) AD(       ) 2
 GB0462  NAVD 88 (08/03/04)  318.83   (m)         1046.0    (f) LEVELING    3  
 GB0462  NGVD 29 (??/??/92)  318.982  (m)         1046.53   (f) ADJ UNCH    2 0
 GB0462
 GB0462.Superseded values are not recommended for survey control.
 GB0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0462.See file dsdata.txt to determine how the superseded data were derived.
 GB0462
 GB0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5886654360(NAD 83)
 GB0462_MARKER: DZ = AZIMUTH MARK DISK
 GB0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0462_SP_SET: CONCRETE POST
 GB0462_STAMPING: I-75 T-29 1968
 GB0462_MARK LOGO: KYHD  
 GB0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0462+STABILITY: SURFACE MOTION
 GB0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB0462+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GB0462
 GB0462  HISTORY     - Date     Condition        Report By
 GB0462  HISTORY     - 1968     MONUMENTED       KYHD
 GB0462  HISTORY     - 1969     GOOD             KYHD
 GB0462  HISTORY     - 1969     GOOD             NGS
 GB0462  HISTORY     - 19930826 GOOD             NGS
 GB0462  HISTORY     - 20010912 GOOD             KYDT
 GB0462  HISTORY     - 20021127 GOOD             WOOLPT
 GB0462  HISTORY     - 20031010 GOOD             TNDT
 GB0462
 GB0462                          STATION DESCRIPTION
 GB0462
 GB0462'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968 (LW)
 GB0462'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF WILLIAMSBURG, KY.,
 GB0462'ABOUT 1-1/2 MILES
 GB0462'NORTHEAST OF JELLICO, TENNESSEE AND ABOUT 0.55 MILE NORTH ALONG
 GB0462'INTERSTATE ROUTE 75 FROM
 GB0462'THE KENTUCKY-TENNESSEE STATE LINE.  IT IS ON
 GB0462'THE WEST SIDE OF INTERSTATE 75,
 GB0462'APPROXIMATELY 125 FEET WEST OF AND
 GB0462'ABOUT 35 FEET HIGHER THAN THE WEST EDGE OF SOUTH
 GB0462'BOUND EMERGENCY
 GB0462'STOPPING LANE, 43 FEET SOUTHWEST OF R/W FENCE CORNER, 39 FEET SOUTH
 GB0462'OF R/W FENCE
 GB0462'CORNER, 2.7 FEET EAST OF WEST R/W FENCE AND 1.8 FEET
 GB0462'EAST OF METAL WITNESS POST AND
 GB0462'SIGN.  A KENTUCKY DEPARTMENT OF
 GB0462'HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE
 GB0462'FLUSH WITH GROUND AND
 GB0462'STAMPED I-75 T-29 1968.
 GB0462'
 GB0462'TO REACH THE STATION FROM THE INTERSTATE 75 AND STATE HIGHWAY 92
 GB0462'INTERCHANGE (ON THE SOUTH
 GB0462'SIDE OF WILLIAMSBURG), GO SOUTH ON INTERSTATE 75 FOR
 GB0462'10.7 MILES TO STATION ON RIGHT.
 GB0462'
 GB0462'STATION MAY ALSO BE REACHED FROM THE KENTUCKY-TENNESSEE STATE LINE
 GB0462'(WHICH IS APPROXIMATELY
 GB0462'1/2 MILE NORTH OF THE INTERSTATE 75 AND U.  S.  HIGHWAY
 GB0462'25-W INTERCHANGE) BY PROCEEDING
 GB0462'NORTH ON INTERSTATE 75 FOR 0.55 MILE
 GB0462'TO STATION ON LEFT.
 GB0462'
 GB0462'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GB0462
 GB0462                          STATION RECOVERY (1969)
 GB0462
 GB0462'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1969 (LFS)
 GB0462'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GB0462'
 GB0462'FOLLOWING IS A COMPLETE DESCRIPTION.
 GB0462'
 GB0462'THE STATION IS LOCATED ALONG THE WEST RIGHT-OF-WAY OF INTERSTATE
 GB0462'ROUTE 75, ABOUT 11
 GB0462'MILES SOUTH-SOUTHEAST OF WILLIAMSBURG, KENTUCKY,
 GB0462'ABOUT 1.5 MILES NORTH-NORTHEAST OF
 GB0462'JELLICO, TENNESSEE, AND ABOUT 0.6
 GB0462'OF A MILE NORTH OF THE KENTUCKY-TENNESSEE STATE LINE.
 GB0462'
 GB0462'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE ROUTE 75 AND
 GB0462'STATE ROUTE 92 AT
 GB0462'THE SOUTH EDGE OF WILLIAMSBURG, GO SOUTHERLY ON
 GB0462'INTERSTATE ROUTE 75 FOR 10.15 MILES
 GB0462'TO THE MARK ON THE RIGHT AS
 GB0462'DESCRIBED.
 GB0462'
 GB0462'THE MARK IS ABOUT 180 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB0462'MEDIAN OF
 GB0462'INTERSTATE ROUTE 75, 43 FEET SOUTHWEST OF A SOUTHEAST FENCE
 GB0462'CORNER POST AT JOG IN THE
 GB0462'RIGHT-OF-WAY FENCE, 39 FEET SOUTH OF THE
 GB0462'NORTHWEST CORNER POST OF A JOG IN THE
 GB0462'RIGHT-OF-WAY FENCE, 35 FEET
 GB0462'EAST AND ACROSS THE RIGHT-OF-WAY FENCE FROM THE
 GB0462'APPROXIMATE CENTER OF
 GB0462'A GRAVELED FRONTAGE ROAD, 3.7 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 GB0462'1.7 FEET EAST
 GB0462'OF A METAL WITNESS POST AND SIGN, AND ABOUT 35 FEET
 GB0462'ABOVE THE LEVEL OF THE HIGHWAY.
 GB0462'A KENTUCKY DEPARTMENT OF HIGHWAYS
 GB0462'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH,
 GB0462'SQUARE, CONCRETE
 GB0462'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED I-75 T-29
 GB0462'1968.  NO
 GB0462
 GB0462                          STATION RECOVERY (1969)
 GB0462
 GB0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GB0462'1.5 MI NE FROM JELLICO.
 GB0462'TO REACH THE MARK FROM THE INTERCHANGE OF INTERSTATE ROUTE 75
 GB0462'AND STATE ROUTE 92 AT THE SOUTH EDGE OF WILLIAMSBURG, KY., GO
 GB0462'SOUTHERLY ON INTERSTATE ROUTE 75 FOR 10.15 MILES TO THE MARK ON
 GB0462'THE RIGHT.  THE MARK IS ABOUT 0.6 OF A MILE NORTH ALONG THE
 GB0462'INTERSTATE FROM THE KENTUCKY-TENNESSEE STATE LINE, ABOUT 180 FEET
 GB0462'WEST OF THE APPROXIMATE CENTER OF THE MEDIAN OF THE INTERSTATE,
 GB0462'43 FEET SOUTHWEST OF A SOUTHEAST FENCE CORNER POST AT JOG IN THE
 GB0462'RIGHT-OF-WAY FENCE, 39 FEET SOUTH OF THE NORTHWEST CORNER POST OF
 GB0462'A JOG IN THE RIGHT-OF-WAY FENCE, 35 FEET AND ACROSS THE RIGHT-OF-WAY
 GB0462'FENCE FROM THE APPROXIMATE CENTER OF A GRAVELED FRONTAGE ROAD, 3.7
 GB0462'FEET EAST OF THE RIGHT-OF-WAY FENCE, 1.7 FEET EAST OF A METAL
 GB0462'WITNESS POST AND SIGN, AND ABOUT 35 FEET ABOVE THE LEVEL OF THE
 GB0462'HIGHWAY.  IT IS A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK
 GB0462'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 GB0462'PROJECTS 3 INCHES AND THE DISK IS STAMPED I-75 T-29 1968.
 GB0462'NOTE-- AT THE TIME THIS MARK WAS RECOVERED, THE ORIGINAL WORK
 GB0462'HAD NOT YET BEEN FINALED AND ADJUSTED BY THE COAST AND GEODETIC
 GB0462'SURVEY OFFICE, AND THE LINE NO. WAS NOT KNOWN.
 GB0462
 GB0462                          STATION RECOVERY (1993)
 GB0462
 GB0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GB0462'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) NORTHEAST OF JELLICO,
 GB0462'TENNESSEE AND 0.25 MI (0.40 KM) SOUTHEAST OF FAIRVIEW ON A HILL
 GB0462'OVERLOOKING INTERSTATE I-75.  OWNERSHIP--INTERSTATE RIGHT OF WAY.
 GB0462'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75
 GB0462'AND U.S. HIGHWAY 25W IN JELLICO, TENNESSEE, GO NORTHWEST ON HIGHWAY
 GB0462'25W FOR 1.0 MI (1.6 KM) TO A JUNCTION WITH STATE ROUTE 297 AHEAD AND
 GB0462'HIGHWAY 25W NORTH ON THE RIGHT, TURN RIGHT AND GO NORTH ON HIGHWAY
 GB0462'25W FOR 0.8 MI (1.3 KM) TO A FORK JUNCTION WITH STATE ROUTE 1804
 GB0462'RIGHT AT A RAILROAD CROSSING, TURN RIGHT AND GO EAST ON ROUTE 1804
 GB0462'FOR 0.5 MI (0.8 KM) TO A RAILROAD CROSSING, CONTINUE EAST ON ROUTE
 GB0462'1804 FOR 0.6 MI (1.0 KM) TO AN UNNAMED PAVED ROAD ON THE RIGHT, TURN
 GB0462'RIGHT, CROSS RAILROAD TRACKS, AND GO SOUTH ON PAVED ROAD FOR 0.2 MI
 GB0462'(0.3 KM) TO THE TOP OF A HILL AND STATION ON THE LEFT.
 GB0462'LOCATED 6.1 M (20.0 FT) EAST OF THE CENTERLINE OF THE PAVED ROAD, 43
 GB0462'FT (13.1 M) SOUTHWEST OF THE FENCE CORNER, 39 FT (11.9 M) SOUTH OF
 GB0462'NORTHWEST FENCE CORNER, 3.7 FT (1.1 M) EAST OF THE FENCE, 1.7 FT
 GB0462'(0.5 M) EAST OF A METAL WITNESS POST AND SIGN AND 3.9 M (12.8 FT)
 GB0462'EAST OF A CARSONITE WITNESS POST.
 GB0462
 GB0462                          STATION RECOVERY (2001)
 GB0462
 GB0462'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (FT)
 GB0462'RECOVERED IN GOOD CONDITION.
 GB0462
 GB0462                          STATION RECOVERY (2002)
 GB0462
 GB0462'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GB0462'RECOVERED AS DESCRIBED WITH THESE ADDITIONS...
 GB0462' 
 GB0462'STATION IS 9.8 M W OF THE APPROXIMATE CL OF PAVED RD, 13.1 M S OF THE
 GB0462'E R/W CORNER FENCE  POST, 11.9 M S OF THE W R/W CORNER FENCE POST AND
 GB0462'A 0.2 M DIAMETER TREE, 3.8 M W OF AN  ORANGE FIBERGLASS WP, 0.7 M W OF
 GB0462'THE RW FENCE LINE, AND 0.4 M W OF A WHITE METAL WP.
 GB0462
 GB0462                          STATION RECOVERY (2003)
 GB0462
 GB0462'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB0462'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0454 ***********************************************************************
 GB0454  DESIGNATION -  I75 T 30
 GB0454  PID         -  GB0454
 GB0454  STATE/COUNTY-  KY/WHITLEY
 GB0454  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0454
 GB0454                         *CURRENT SURVEY CONTROL
 GB0454  ___________________________________________________________________
 GB0454* NAD 83(1993)-  36 39 03.41477(N)    084 08 02.82455(W)     ADJUSTED  
 GB0454* NAVD 88     -       310.676  (meters)    1019.28   (feet)  ADJUSTED  
 GB0454  ___________________________________________________________________
 GB0454  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 GB0454  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GB0454  DYNAMIC HT  -         310.412 (meters)    1018.41  (feet)  COMP
 GB0454  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 GB0454
 GB0454  HORZ ORDER  -  SECOND
 GB0454  VERT ORDER  -  SECOND    CLASS 0
 GB0454
 GB0454.The horizontal coordinates were established by classical geodetic methods
 GB0454.and adjusted by the National Geodetic Survey in December 1995..
 GB0454
 GB0454.The orthometric height was determined by differential leveling
 GB0454.and adjusted by the National Geodetic Survey in June 1991..
 GB0454
 GB0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0454
 GB0454.The geoid height was determined by GEOID03.
 GB0454
 GB0454.The dynamic height is computed by dividing the NAVD 88
 GB0454.geopotential number by the normal gravity value computed on the
 GB0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0454.degrees latitude (g = 980.6199 gals.).
 GB0454
 GB0454.The modeled gravity was interpolated from observed gravity values.
 GB0454
 GB0454;                    North         East     Units Scale Factor Converg.
 GB0454;SPC KY1Z     - 1,036,503.093 1,644,498.928   MT  1.00013148   +0 59 31.5
 GB0454;SPC KY1Z     - 3,400,593.90  5,395,326.90   sFT  1.00013148   +0 59 31.5
 GB0454;SPC KY S     -   536,482.693   644,482.415   MT  1.00001597   +0 58 47.9
 GB0454;SPC KY S     - 1,760,110.30  2,114,439.39   sFT  1.00001597   +0 58 47.9
 GB0454;UTM  16      - 4,059,978.590   756,186.726   MT  1.00040866   +1 42 42.1
 GB0454
 GB0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0454!SPC KY1Z     -   0.99995593  x   1.00013148  =   1.00008741
 GB0454!SPC KY S     -   0.99995593  x   1.00001597  =   0.99997190
 GB0454!UTM  16      -   0.99995593  x   1.00040866  =   1.00036457
 GB0454
 GB0454:                Primary Azimuth Mark                     Grid Az
 GB0454:SPC KY1Z     -  I75 T 30 AZ                              133 56 14.8
 GB0454:SPC KY S     -  I75 T 30 AZ                              133 56 58.4
 GB0454:UTM  16      -  I75 T 30 AZ                              133 13 04.2
 GB0454
 GB0454|---------------------------------------------------------------------|
 GB0454| PID    Reference Object                     Distance      Geod. Az  |
 GB0454|                                                           dddmmss.s |
 GB0454| GB0457 I75 T 30 AZ                         APPROX. 1.8 KM 1345546.3 |
 GB0454| GB0456 I75 T 30 RM 1                        14.552 METERS 14430     |
 GB0454| GB0455 I75 T 30 RM 2                        13.008 METERS 23327     |
 GB0454|---------------------------------------------------------------------|
 GB0454
 GB0454                          SUPERSEDED SURVEY CONTROL
 GB0454
 GB0454  NAD 83(1986)-  36 39 03.42889(N)    084 08 02.82815(W) AD(       ) 2
 GB0454  NAD 27      -  36 39 03.12591(N)    084 08 03.05578(W) AD(       ) 2
 GB0454  NGVD 29 (??/??/92)  310.824  (m)         1019.76   (f) ADJ UNCH    2 0
 GB0454
 GB0454.Superseded values are not recommended for survey control.
 GB0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0454.See file dsdata.txt to determine how the superseded data were derived.
 GB0454
 GB0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5618759979(NAD 83)
 GB0454_MARKER: DD = SURVEY DISK
 GB0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0454_SP_SET: CONCRETE
 GB0454_STAMPING: I-75 T-30 1968
 GB0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0454
 GB0454  HISTORY     - Date     Condition        Report By
 GB0454  HISTORY     - 1968     MONUMENTED       KYHD
 GB0454  HISTORY     - 1968     GOOD             PAS
 GB0454  HISTORY     - 1976     MARK NOT FOUND   NGS
 GB0454
 GB0454                          STATION DESCRIPTION
 GB0454
 GB0454'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968 (LW)
 GB0454'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF WILLIAMSBURG, KY.
 GB0454'AND ABOUT 4-1/2 MILES
 GB0454'NORTH OF JELLICO, TENNESSEE.  IT IS APPROXIMATELY ON THE
 GB0454'HIGHEST POINT OF A 60 FOOT
 GB0454'EMBANKMENT ON THE WEST SIDE OF INTERSTATE
 GB0454'ROUTE 75.
 GB0454'
 GB0454'TO REACH THE STATION FROM THE INTERSTATE 75 AND STATE HIGHWAY 92
 GB0454'INTERCHANGE (ON THE SOUTH
 GB0454'SIDE OF WILLIAMSBURG), GO SOUTH ON INTERSTATE 75 FOR
 GB0454'6.3 MILES TO STATION ON RIGHT.
 GB0454'
 GB0454'STATION MARK IS APPROXIMATELY 100 FEET WEST OF THE WEST EDGE OF SOUTH
 GB0454'BOUND EMERGENCY STOPPING
 GB0454'LANE, 44-1/2 FEET EAST OF THE WEST R/W FENCE AND
 GB0454'2.9 FEET WEST OF METAL WITNESS POST
 GB0454'AND SIGN.  THE MARK IS FLUSH AND
 GB0454'THE DISK IS STAMPED I-75 T-30 1968.
 GB0454'
 GB0454'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 46.3 FEET EAST OF THE
 GB0454'WEST R/W FENCE.  THE MARK
 GB0454'IS FLUSH AND THE DISK IS STAMPED I-75 T-30 NO.  1
 GB0454'1968.
 GB0454'
 GB0454'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 1.9 FEET EAST OF WEST
 GB0454'R/W FENCE.  THE MARK IS
 GB0454'FLUSH AND THE DISK IS STAMPED I-75 T-30 NO.  2 1968.
 GB0454'
 GB0454'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTHEAST ON INTERSTATE 75
 GB0454'FOR 1.2 MILES TO MARK
 GB0454'ON RIGHT ON HIGH BANK NEAR WEST R/W FENCE.  IT IS
 GB0454'APPROXIMATELY 100 FEET WEST OF AND
 GB0454'ABOUT 60 FEET HIGHER THAN THE WEST
 GB0454'EDGE OF SOUTH BOUND EMERGENCY STOPPING LANE, 34 FEET
 GB0454'SOUTHEAST OF
 GB0454'METAL POST IN R/W FENCE WITH 2 BRACES 24-1/2 FEET EAST OF WEST R/W
 GB0454'FENCE AND 1.9 FEET
 GB0454'EAST OF METAL WITNESS POST AND SIGN.  THE MARK IS
 GB0454'FLUSH AND THE DISK IS STAMPED I-75
 GB0454'T-30 1968.
 GB0454'
 GB0454'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GB0454'DEPARTMENT OF HIGHWAYS
 GB0454'SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GB0454'
 GB0454'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 GB0454
 GB0454                          STATION RECOVERY (1968)
 GB0454
 GB0454'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0454'6.5 MI SSE FROM WILLIAMSBURG.
 GB0454'ABOUT 6.3 MILES SOUTH ALONG INTERSTATE ROUTE 75 AND INTERSTATE 75
 GB0454'AND STATE HIGHWAY 92 INTERCHANGE, WHICH IS ON THE SOUTH SIDE OF
 GB0454'WILLIAMSBURG.  APPROXIMATELY 100 FEET WEST AND ABOUT 60 FEET
 GB0454'HIGHER THAN THE WEST EDGE OF SOUTH BOUND EMERGENCY STOPPING LANE,
 GB0454'44 1/2 FEET EAST OF THE WEST R/W FENCE AND 2.9 FEET WEST OF METAL
 GB0454'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 GB0454'TABLET SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75
 GB0454'T-30 1968.
 GB0454
 GB0454                          STATION RECOVERY (1976)
 GB0454
 GB0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GB0454'THE STATION SITE WAS FOUND WITH ABOUT 30 FEET OF THE TOP GRADED
 GB0454'OFF.  THE STATION AND REFERENCE MARKS ARE ASSUMED DESTROYED BY THE
 GB0454'GRADING.
 GB0454'
 GB0454'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION AND LEFT INTACT.
 GB0454'
 GB0454'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2 MILES
 GB0454'SOUTHEAST OF WILLIAMSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0457 ***********************************************************************
 GB0457  DESIGNATION -  I75 T 30 AZ
 GB0457  PID         -  GB0457
 GB0457  STATE/COUNTY-  KY/WHITLEY
 GB0457  USGS QUAD   -  SAXTON (1982)
 GB0457
 GB0457                         *CURRENT SURVEY CONTROL
 GB0457  ___________________________________________________________________
 GB0457* NAD 83(1993)-  36 38 21.24032(N)    084 07 10.36687(W)     ADJUSTED  
 GB0457* NAVD 88     -       336.439  (meters)    1103.80   (feet)  ADJUSTED  
 GB0457  ___________________________________________________________________
 GB0457  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 GB0457  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 GB0457  DYNAMIC HT  -         336.152 (meters)    1102.86  (feet)  COMP
 GB0457  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 GB0457
 GB0457  HORZ ORDER  -  SECOND
 GB0457  VERT ORDER  -  SECOND    CLASS 0
 GB0457
 GB0457.The horizontal coordinates were established by classical geodetic methods
 GB0457.and adjusted by the National Geodetic Survey in December 1995..
 GB0457
 GB0457.The orthometric height was determined by differential leveling
 GB0457.and adjusted by the National Geodetic Survey in June 1991..
 GB0457
 GB0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0457
 GB0457.The geoid height was determined by GEOID03.
 GB0457
 GB0457.The dynamic height is computed by dividing the NAVD 88
 GB0457.geopotential number by the normal gravity value computed on the
 GB0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0457.degrees latitude (g = 980.6199 gals.).
 GB0457
 GB0457.The modeled gravity was interpolated from observed gravity values.
 GB0457
 GB0457;                    North         East     Units Scale Factor Converg.
 GB0457;SPC KY1Z     - 1,035,225.743 1,645,824.563   MT  1.00013582   +1 00 03.7
 GB0457;SPC KY1Z     - 3,396,403.13  5,399,676.09   sFT  1.00013582   +1 00 03.7
 GB0457;SPC KY S     -   535,205.210   645,807.624   MT  1.00001841   +0 59 19.7
 GB0457;SPC KY S     - 1,755,919.09  2,118,787.18   sFT  1.00001841   +0 59 19.7
 GB0457;UTM  16      - 4,058,717.629   757,528.665   MT  1.00041716   +1 43 11.7
 GB0457
 GB0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0457!SPC KY1Z     -   0.99995190  x   1.00013582  =   1.00008771
 GB0457!SPC KY S     -   0.99995190  x   1.00001841  =   0.99997031
 GB0457!UTM  16      -   0.99995190  x   1.00041716  =   1.00036904
 GB0457
 GB0457:                Primary Azimuth Mark                     Grid Az
 GB0457:SPC KY1Z     -  I75 T 30                                 313 56 13.9
 GB0457:SPC KY S     -  I75 T 30                                 313 56 57.9
 GB0457:UTM  16      -  I75 T 30                                 313 13 05.9
 GB0457
 GB0457|---------------------------------------------------------------------|
 GB0457| PID    Reference Object                     Distance      Geod. Az  |
 GB0457|                                                           dddmmss.s |
 GB0457| GB0454 I75 T 30                            APPROX. 1.8 KM 3145617.6 |
 GB0457|---------------------------------------------------------------------|
 GB0457
 GB0457                          SUPERSEDED SURVEY CONTROL
 GB0457
 GB0457  NAD 83(1986)-  36 38 21.25537(N)    084 07 10.37120(W) AD(       ) 2
 GB0457  NAD 27      -  36 38 20.95165(N)    084 07 10.60062(W) AD(       ) 2
 GB0457  NGVD 29 (??/??/92)  336.588  (m)         1104.29   (f) ADJ UNCH    2 0
 GB0457
 GB0457.Superseded values are not recommended for survey control.
 GB0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0457.See file dsdata.txt to determine how the superseded data were derived.
 GB0457
 GB0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5752958718(NAD 83)
 GB0457_MARKER: DD = SURVEY DISK
 GB0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0457_SP_SET: CONCRETE
 GB0457_STAMPING: I-75 T-30 1968
 GB0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0457
 GB0457  HISTORY     - Date     Condition        Report By
 GB0457  HISTORY     - 1968     MONUMENTED       KYHD
 GB0457  HISTORY     - 1968     GOOD             PAS
 GB0457
 GB0457                          STATION DESCRIPTION
 GB0457
 GB0457'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968 (LW)
 GB0457'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF WILLIAMSBURG, KY.
 GB0457'AND ABOUT 3-1/2 MILES
 GB0457'NORTH OF JELLICO, TENNESSEE.  IT IS ON A HIGH BANK ON THE
 GB0457'WEST SIDE OF INTERSTATE ROUTE
 GB0457'75.  APPROXIMATELY 100 FEET WEST OF AND
 GB0457'ABOUT 60 FEET HIGHER THAN THE WEST EDGE OF SOUTH
 GB0457'BOUND EMERGENCY
 GB0457'STOPPING LANE, 34 FEET SOUTHEAST OF METAL POST IN R/W FENCE WITH 2
 GB0457'BRACES, 24-1/2
 GB0457'FEET EAST OF WEST R/W FENCE AND 1.9 FEET EAST OF METAL
 GB0457'WITNESS POST AND SIGN.  A
 GB0457'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 GB0457'TABLET SET IN TOP OF CONCRETE FLUSH WITH
 GB0457'GROUND AND STAMPED I-75 T-30
 GB0457'1968.
 GB0457'
 GB0457'TO REACH THE STATION FROM THE INTERSTATE 75 AND STATE HIGHWAY 92
 GB0457'INTERCHANGE (ON THE SOUTH
 GB0457'SIDE OF WILLIAMSBURG) GO SOUTH ON INTERSTATE 75 FOR 7.5
 GB0457'MILES TO STATION ON RIGHT AS
 GB0457'DESCRIBED.
 GB0457
 GB0457                          STATION RECOVERY (1968)
 GB0457
 GB0457'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0457'7.5 MI SSE FROM WILLIAMSBURG.
 GB0457'ABOUT 7.5 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0457'75 AND STATE HIGHWAY 92 INTERCHANGE, WHICH IS ON THE SOUTH SIDE
 GB0457'OF WILLIAMSBURG.  APPROXIMATELY 100 FEET WEST OF AND ABOUT 60
 GB0457'FEET HIGHER THAN THE WEST EDGE OF SOUTH BOUND EMERGENCY STOPPING
 GB0457'LANE, 34 FEET SOUTHEAST OF METAL POST IN R/W FENCE WITH 2 BRACES,
 GB0457'24 1/2 FEET EAST OF WEST R/W FENCE AND 1.9 FEET EAST OF METAL
 GB0457'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 GB0457'TABLET SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75
 GB0457'T-30 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0456 ***********************************************************************
 GB0456  DESIGNATION -  I75 T 30 RM 1
 GB0456  PID         -  GB0456
 GB0456  STATE/COUNTY-  KY/WHITLEY
 GB0456  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0456
 GB0456                         *CURRENT SURVEY CONTROL
 GB0456  ___________________________________________________________________
 GB0456* NAD 83(1986)-  36 39 03.     (N)    084 08 03.     (W)     SCALED    
 GB0456* NAVD 88     -       309.626  (meters)    1015.83   (feet)  ADJUSTED  
 GB0456  ___________________________________________________________________
 GB0456  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GB0456  DYNAMIC HT  -         309.362 (meters)    1014.97  (feet)  COMP
 GB0456  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 GB0456
 GB0456  VERT ORDER  -  SECOND    CLASS 0
 GB0456
 GB0456.The horizontal coordinates were scaled from a topographic map and have
 GB0456.an estimated accuracy of +/- 6 seconds.
 GB0456
 GB0456.The orthometric height was determined by differential leveling
 GB0456.and adjusted by the National Geodetic Survey in June 1991..
 GB0456
 GB0456.The geoid height was determined by GEOID03.
 GB0456
 GB0456.The dynamic height is computed by dividing the NAVD 88
 GB0456.geopotential number by the normal gravity value computed on the
 GB0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0456.degrees latitude (g = 980.6199 gals.).
 GB0456
 GB0456.The modeled gravity was interpolated from observed gravity values.
 GB0456
 GB0456;                    North         East    Units  Estimated Accuracy
 GB0456;SPC KY1Z     - 1,036,490.    1,644,500.      MT  (+/- 180 meters Scaled)
 GB0456
 GB0456                          SUPERSEDED SURVEY CONTROL
 GB0456
 GB0456  NGVD 29 (??/??/92)  309.774  (m)         1016.32   (f) ADJ UNCH    2 0
 GB0456
 GB0456.Superseded values are not recommended for survey control.
 GB0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0456.See file dsdata.txt to determine how the superseded data were derived.
 GB0456
 GB0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF561599(NAD 83)
 GB0456_MARKER: DD = SURVEY DISK
 GB0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0456_SP_SET: CONCRETE
 GB0456_STAMPING: I-75 T-30 NO 1 1968
 GB0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0456
 GB0456  HISTORY     - Date     Condition        Report By
 GB0456  HISTORY     - 1968     MONUMENTED       PAS
 GB0456
 GB0456                          STATION DESCRIPTION
 GB0456
 GB0456'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0456'6.5 MI SSE FROM WILLIAMSBURG.
 GB0456'ABOUT 6.3 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0456'75 AND STATE HIGHWAY 92 INTERCHANGE, WHICH IS ON THE SOUTH SIDE
 GB0456'OF WILLIAMSBURG.  APPROXIMATELY 100 FEET WEST OF THE WEST EDGE
 GB0456'OF SOUTH BOUND EMERGENCY STOPPING LANE AND 46 FEET EAST OF THE
 GB0456'WEST R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET
 GB0456'SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-30
 GB0456'NO. 1 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0455 ***********************************************************************
 GB0455  DESIGNATION -  I75 T 30 RM 2
 GB0455  PID         -  GB0455
 GB0455  STATE/COUNTY-  KY/WHITLEY
 GB0455  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0455
 GB0455                         *CURRENT SURVEY CONTROL
 GB0455  ___________________________________________________________________
 GB0455* NAD 83(1986)-  36 39 03.     (N)    084 08 03.     (W)     SCALED    
 GB0455* NAVD 88     -       310.104  (meters)    1017.40   (feet)  ADJUSTED  
 GB0455  ___________________________________________________________________
 GB0455  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GB0455  DYNAMIC HT  -         309.840 (meters)    1016.53  (feet)  COMP
 GB0455  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 GB0455
 GB0455  VERT ORDER  -  SECOND    CLASS 0
 GB0455
 GB0455.The horizontal coordinates were scaled from a topographic map and have
 GB0455.an estimated accuracy of +/- 6 seconds.
 GB0455
 GB0455.The orthometric height was determined by differential leveling
 GB0455.and adjusted by the National Geodetic Survey in June 1991..
 GB0455
 GB0455.The geoid height was determined by GEOID03.
 GB0455
 GB0455.The dynamic height is computed by dividing the NAVD 88
 GB0455.geopotential number by the normal gravity value computed on the
 GB0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0455.degrees latitude (g = 980.6199 gals.).
 GB0455
 GB0455.The modeled gravity was interpolated from observed gravity values.
 GB0455
 GB0455;                    North         East    Units  Estimated Accuracy
 GB0455;SPC KY1Z     - 1,036,490.    1,644,500.      MT  (+/- 180 meters Scaled)
 GB0455
 GB0455                          SUPERSEDED SURVEY CONTROL
 GB0455
 GB0455  NGVD 29 (??/??/92)  310.252  (m)         1017.89   (f) ADJ UNCH    2 0
 GB0455
 GB0455.Superseded values are not recommended for survey control.
 GB0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0455.See file dsdata.txt to determine how the superseded data were derived.
 GB0455
 GB0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF561599(NAD 83)
 GB0455_MARKER: DD = SURVEY DISK
 GB0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0455_SP_SET: CONCRETE
 GB0455_STAMPING: I-75 T-30 NO 2 1968
 GB0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0455
 GB0455  HISTORY     - Date     Condition        Report By
 GB0455  HISTORY     - 1968     MONUMENTED       PAS
 GB0455
 GB0455                          STATION DESCRIPTION
 GB0455
 GB0455'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0455'6.5 MI SSE FROM WILLIAMSBURG.
 GB0455'ABOUT 6.3 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0455'75 AND STATE HIGHWAY 92 INTERCHANGE, WHICH IS ON THE SOUTH SIDE
 GB0455'OF WILLIAMSBURG.  APPROXIMATELY 143 FEET WEST OF THE WEST EDGE
 GB0455'OF SOUTH BOUND EMERGENCY STOPPING LANE AND 2 FEET EAST OF WEST
 GB0455'R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET
 GB0455'IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-30 NO. 2
 GB0455'1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0450 ***********************************************************************
 GB0450  DESIGNATION -  I75 T 31
 GB0450  PID         -  GB0450
 GB0450  STATE/COUNTY-  KY/WHITLEY
 GB0450  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0450
 GB0450                         *CURRENT SURVEY CONTROL
 GB0450  ___________________________________________________________________
 GB0450* NAD 83(1993)-  36 40 39.94945(N)    084 07 55.73657(W)     ADJUSTED  
 GB0450* NAVD 88     -       327.805  (meters)    1075.47   (feet)  ADJUSTED  
 GB0450  ___________________________________________________________________
 GB0450  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 GB0450  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GB0450  DYNAMIC HT  -         327.529 (meters)    1074.57  (feet)  COMP
 GB0450  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 GB0450
 GB0450  HORZ ORDER  -  SECOND
 GB0450  VERT ORDER  -  SECOND    CLASS 0
 GB0450
 GB0450.The horizontal coordinates were established by classical geodetic methods
 GB0450.and adjusted by the National Geodetic Survey in December 1995..
 GB0450
 GB0450.The orthometric height was determined by differential leveling
 GB0450.and adjusted by the National Geodetic Survey in June 1991..
 GB0450
 GB0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0450
 GB0450.The geoid height was determined by GEOID03.
 GB0450
 GB0450.The dynamic height is computed by dividing the NAVD 88
 GB0450.geopotential number by the normal gravity value computed on the
 GB0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0450.degrees latitude (g = 980.6199 gals.).
 GB0450
 GB0450.The modeled gravity was interpolated from observed gravity values.
 GB0450
 GB0450;                    North         East     Units Scale Factor Converg.
 GB0450;SPC KY1Z     - 1,039,481.791 1,644,623.385   MT  1.00012170   +0 59 35.9
 GB0450;SPC KY1Z     - 3,410,366.51  5,395,735.22   sFT  1.00012170   +0 59 35.9
 GB0450;SPC KY S     -   539,461.027   644,607.488   MT  1.00001055   +0 58 52.2
 GB0450;SPC KY S     - 1,769,881.72  2,114,849.73   sFT  1.00001055   +0 58 52.2
 GB0450;UTM  16      - 4,062,959.458   756,273.760   MT  1.00040921   +1 42 50.2
 GB0450
 GB0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0450!SPC KY1Z     -   0.99995324  x   1.00012170  =   1.00007494
 GB0450!SPC KY S     -   0.99995324  x   1.00001055  =   0.99996379
 GB0450!UTM  16      -   0.99995324  x   1.00040921  =   1.00036243
 GB0450
 GB0450|---------------------------------------------------------------------|
 GB0450| PID    Reference Object                     Distance      Geod. Az  |
 GB0450|                                                           dddmmss.s |
 GB0450| GB0452 I75 T 31 RM 1                         8.508 METERS 18022     |
 GB0450| GB0453 I75 T 31 AZ MK                                     1934136.6 |
 GB0450| GB0451 I75 T 31 RM 2                         3.548 METERS 27002     |
 GB0450| GB0448 I75 T 32 AZ MK                      APPROX. 2.6 KM 3362422.1 |
 GB0450|---------------------------------------------------------------------|
 GB0450
 GB0450                          SUPERSEDED SURVEY CONTROL
 GB0450
 GB0450  NAD 83(1986)-  36 40 39.96234(N)    084 07 55.74067(W) AD(       ) 2
 GB0450  NAD 27      -  36 40 39.66117(N)    084 07 55.96969(W) AD(       ) 2
 GB0450  NGVD 29 (??/??/92)  327.953  (m)         1075.96   (f) ADJ UNCH    2 0
 GB0450
 GB0450.Superseded values are not recommended for survey control.
 GB0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0450.See file dsdata.txt to determine how the superseded data were derived.
 GB0450
 GB0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5627462959(NAD 83)
 GB0450_MARKER: DD = SURVEY DISK
 GB0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0450_SP_SET: CONCRETE
 GB0450_STAMPING: I-75 T-31 1968
 GB0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0450
 GB0450  HISTORY     - Date     Condition        Report By
 GB0450  HISTORY     - 1968     MONUMENTED       KYHD
 GB0450  HISTORY     - 1968     GOOD             PAS
 GB0450
 GB0450                          STATION DESCRIPTION
 GB0450
 GB0450'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968 (LW)
 GB0450'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF WILLIAMSBURG ON A
 GB0450'30 FOOT EMBANKMENT NEAR
 GB0450'THE EAST R/W FENCE OF INTERSTATE ROUTE 75.
 GB0450'
 GB0450'TO REACH THE STATION FROM THE INTERSTATE 75 AND STATE HIGHWAY 92
 GB0450'INTERCHANGE (ON THE SOUTH
 GB0450'SIDE OF WILLIAMSBURG), GO SOUTH ON INTERSTATE 75 FOR
 GB0450'4.2 MILES TO STATION ON LEFT.
 GB0450'
 GB0450'STATION MARK IS ABOUT 50 FEET EAST OF EAST EDGE OF NORTH BOUND
 GB0450'EMERGENCY STOPPING
 GB0450'LANE, 2.3 FEET WEST OF EAST R/W FENCE AND 2.2 FEET SOUTHWEST
 GB0450'OF METAL WITNESS POST AND
 GB0450'SIGN.  THE MARK IS SET IN TOP OF CONCRETE
 GB0450'FLUSH WITH GROUND AND THE DISK IS STAMPED
 GB0450'I-75 T-31 1968.
 GB0450'
 GB0450'REFERENCE MARK NO. 1 IS SOUTH OF STATION, 1.9 FEET WEST OF EAST R/W
 GB0450'FENCE.  THE MARK IS SET IN
 GB0450'TOP OF CONCRETE FLUSH WITH GROUND AND THE DISK IS
 GB0450'STAMPED I-75 T-31 NO.  1 1968.
 GB0450'
 GB0450'REFERENCE MARK NO. 2 IS WEST OF STATION 13.9 FEET WEST OF EAST R/W
 GB0450'FENCE.  THE MARK IS SET IN
 GB0450'TOP OF CONCRETE FLUSH WITH GROUND AND THE DISK IS
 GB0450'STAMPED I-75 T- 31 NO.  2 1968.
 GB0450'
 GB0450'TO REACH THE AZIMUTH MARK FROM STATION, CONTINUE SOUTH ON INTERSTATE
 GB0450'75 FOR 1.2 MILES TO MARK ON
 GB0450'RIGHT AT SOUTH END OF BRIDGE.  IT IS 21.6 FEET WEST
 GB0450'OF THE CENTER OF SOUTH BOUND LANE
 GB0450'AND 5.2 FEET NORTH OF END GUARD
 GB0450'RAIL POST.  THE MARK IS SET IN DRILL HOLE IN THE TOP
 GB0450'OF THE WEST
 GB0450'BRIDGE CURBING AT SOUTHWEST END OF BRIDGE.  THE DISK IS STAMPED I-75
 GB0450'T-31 1968.
 GB0450'
 GB0450'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GB0450'DEPARTMENT OF HIGHWAYS
 GB0450'SURVEY TABLETS SET AS DESCRIBED.
 GB0450'
 GB0450'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 GB0450
 GB0450                          STATION RECOVERY (1968)
 GB0450
 GB0450'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0450'4.5 MI SSE FROM WILLIAMSBURG.
 GB0450'ABOUT 4.2 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0450'75 AND STATE HIGHWAY 92 INTERCHANGE, WHCIH IS ON THE SOUTH SIDE
 GB0450'OF WILLIAMSBURG.  ABOUT 50 FEET EAST OF THE EAST EDGE OF NORTH BOUND
 GB0450'EMERGENCY STOPPING LANE, 2.3 FEET WEST OF EAST R/W FENCE AND 2.2
 GB0450'FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GB0450'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE FLUSH
 GB0450'WITH GROUND AND STAMPED I-75 T-31 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0453 ***********************************************************************
 GB0453  DESIGNATION -  I75 T 31 AZ MK
 GB0453  PID         -  GB0453
 GB0453  STATE/COUNTY-  KY/WHITLEY
 GB0453  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0453
 GB0453                         *CURRENT SURVEY CONTROL
 GB0453  ___________________________________________________________________
 GB0453* NAD 83(1986)-  36 39 38.     (N)    084 08 14.     (W)     SCALED    
 GB0453* NAVD 88     -       291.539  (meters)     956.49   (feet)  ADJUSTED  
 GB0453  ___________________________________________________________________
 GB0453  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GB0453  DYNAMIC HT  -         291.292 (meters)     955.68  (feet)  COMP
 GB0453  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 GB0453
 GB0453  VERT ORDER  -  SECOND    CLASS 0
 GB0453
 GB0453.The horizontal coordinates were scaled from a topographic map and have
 GB0453.an estimated accuracy of +/- 6 seconds.
 GB0453
 GB0453.The orthometric height was determined by differential leveling
 GB0453.and adjusted by the National Geodetic Survey in June 1991..
 GB0453
 GB0453.The geoid height was determined by GEOID03.
 GB0453
 GB0453.The dynamic height is computed by dividing the NAVD 88
 GB0453.geopotential number by the normal gravity value computed on the
 GB0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0453.degrees latitude (g = 980.6199 gals.).
 GB0453
 GB0453.The modeled gravity was interpolated from observed gravity values.
 GB0453
 GB0453;                    North         East    Units  Estimated Accuracy
 GB0453;SPC KY1Z     - 1,037,560.    1,644,200.      MT  (+/- 180 meters Scaled)
 GB0453
 GB0453                          SUPERSEDED SURVEY CONTROL
 GB0453
 GB0453  NGVD 29 (??/??/92)  291.69   (m)          957.0    (f) COMPUTED    2 0
 GB0453
 GB0453.Superseded values are not recommended for survey control.
 GB0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0453.See file dsdata.txt to determine how the superseded data were derived.
 GB0453
 GB0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF558610(NAD 83)
 GB0453_MARKER: DD = SURVEY DISK
 GB0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0453_SP_SET: BRIDGE CURB
 GB0453_STAMPING: I-75 T-31 1968
 GB0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0453+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2006
 GB0453
 GB0453  HISTORY     - Date     Condition        Report By
 GB0453  HISTORY     - 1968     MONUMENTED       PAS
 GB0453  HISTORY     - 20060113 GOOD             KYTC
 GB0453
 GB0453                          STATION DESCRIPTION
 GB0453
 GB0453'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0453'5.7 MI SSE FROM WILLIAMSBURG.
 GB0453'ABOUT 5.4 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0453'75 AND STATE HIGHWAY 92 INTERCHANGE, WHICH IS ON THE SOUTH SIDE
 GB0453'OF WILLIAMSBURG.  AT THE SOUTH END OF BRIDGE OVER WOLF CREEK, 21.6
 GB0453'FEET WEST OF THE CENTER OF SOUTH BOUND LANE AND 5.2 FEET NORTH OF
 GB0453'END GUARD RAIL POST.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 GB0453'TABLET SET IN DRILL HOLE IN THE TOP OF WEST BRIDGE CURBING AT
 GB0453'THE SOUTHWEST CORNER OF BRIDGE AND STAMPED I-75 T-31 1968.
 GB0453
 GB0453                          STATION RECOVERY (2006)
 GB0453
 GB0453'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0452 ***********************************************************************
 GB0452  DESIGNATION -  I75 T 31 RM 1
 GB0452  PID         -  GB0452
 GB0452  STATE/COUNTY-  KY/WHITLEY
 GB0452  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0452
 GB0452                         *CURRENT SURVEY CONTROL
 GB0452  ___________________________________________________________________
 GB0452* NAD 83(1986)-  36 40 39.     (N)    084 07 56.     (W)     SCALED    
 GB0452* NAVD 88     -       327.515  (meters)    1074.52   (feet)  ADJUSTED  
 GB0452  ___________________________________________________________________
 GB0452  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GB0452  DYNAMIC HT  -         327.238 (meters)    1073.61  (feet)  COMP
 GB0452  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 GB0452
 GB0452  VERT ORDER  -  SECOND    CLASS 0
 GB0452
 GB0452.The horizontal coordinates were scaled from a topographic map and have
 GB0452.an estimated accuracy of +/- 6 seconds.
 GB0452
 GB0452.The orthometric height was determined by differential leveling
 GB0452.and adjusted by the National Geodetic Survey in June 1991..
 GB0452
 GB0452.The geoid height was determined by GEOID03.
 GB0452
 GB0452.The dynamic height is computed by dividing the NAVD 88
 GB0452.geopotential number by the normal gravity value computed on the
 GB0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0452.degrees latitude (g = 980.6199 gals.).
 GB0452
 GB0452.The modeled gravity was interpolated from observed gravity values.
 GB0452
 GB0452;                    North         East    Units  Estimated Accuracy
 GB0452;SPC KY1Z     - 1,039,450.    1,644,620.      MT  (+/- 180 meters Scaled)
 GB0452
 GB0452                          SUPERSEDED SURVEY CONTROL
 GB0452
 GB0452  NGVD 29 (??/??/92)  327.663  (m)         1075.01   (f) ADJ UNCH    2 0
 GB0452
 GB0452.Superseded values are not recommended for survey control.
 GB0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0452.See file dsdata.txt to determine how the superseded data were derived.
 GB0452
 GB0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF562629(NAD 83)
 GB0452_MARKER: DD = SURVEY DISK
 GB0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0452_SP_SET: CONCRETE
 GB0452_STAMPING: I-75 T-31 NO 1 1968
 GB0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0452
 GB0452  HISTORY     - Date     Condition        Report By
 GB0452  HISTORY     - 1968     MONUMENTED       PAS
 GB0452
 GB0452                          STATION DESCRIPTION
 GB0452
 GB0452'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0452'4.5 MI SSE FROM WILLIAMSBURG.
 GB0452'ABOUT 4.2 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0452'75 AND STATE HIGHWAY 92 INTERCHANGE, WHICH IS ON THE SOUTH SIDE OF
 GB0452'WILLIAMSBURG.  ABOUT 50 FEET EAST EDGE OF NORTH BOUND STOPPING
 GB0452'LANE AND 2 FEET WEST OF THE EAST R/W FENCE.  A KENTUCKY DEPARTMENT
 GB0452'OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE FLUSH WITH GROUND
 GB0452'AND STAMPED I-75 T-31 NO. 1 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0451 ***********************************************************************
 GB0451  DESIGNATION -  I75 T 31 RM 2
 GB0451  PID         -  GB0451
 GB0451  STATE/COUNTY-  KY/WHITLEY
 GB0451  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0451
 GB0451                         *CURRENT SURVEY CONTROL
 GB0451  ___________________________________________________________________
 GB0451* NAD 83(1986)-  36 40 39.     (N)    084 07 56.     (W)     SCALED    
 GB0451* NAVD 88     -       327.872  (meters)    1075.69   (feet)  ADJUSTED  
 GB0451  ___________________________________________________________________
 GB0451  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GB0451  DYNAMIC HT  -         327.595 (meters)    1074.78  (feet)  COMP
 GB0451  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 GB0451
 GB0451  VERT ORDER  -  SECOND    CLASS 0
 GB0451
 GB0451.The horizontal coordinates were scaled from a topographic map and have
 GB0451.an estimated accuracy of +/- 6 seconds.
 GB0451
 GB0451.The orthometric height was determined by differential leveling
 GB0451.and adjusted by the National Geodetic Survey in June 1991..
 GB0451
 GB0451.The geoid height was determined by GEOID03.
 GB0451
 GB0451.The dynamic height is computed by dividing the NAVD 88
 GB0451.geopotential number by the normal gravity value computed on the
 GB0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0451.degrees latitude (g = 980.6199 gals.).
 GB0451
 GB0451.The modeled gravity was interpolated from observed gravity values.
 GB0451
 GB0451;                    North         East    Units  Estimated Accuracy
 GB0451;SPC KY1Z     - 1,039,450.    1,644,620.      MT  (+/- 180 meters Scaled)
 GB0451
 GB0451                          SUPERSEDED SURVEY CONTROL
 GB0451
 GB0451  NGVD 29 (??/??/92)  328.019  (m)         1076.18   (f) ADJ UNCH    2 0
 GB0451
 GB0451.Superseded values are not recommended for survey control.
 GB0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0451.See file dsdata.txt to determine how the superseded data were derived.
 GB0451
 GB0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF562629(NAD 83)
 GB0451_MARKER: DD = SURVEY DISK
 GB0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0451_SP_SET: CONCRETE
 GB0451_STAMPING: I-75 T-31 NO 2 1968
 GB0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0451
 GB0451  HISTORY     - Date     Condition        Report By
 GB0451  HISTORY     - 1968     MONUMENTED       PAS
 GB0451
 GB0451                          STATION DESCRIPTION
 GB0451
 GB0451'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0451'4.5 MI SSE FROM WILLIAMSBURG.
 GB0451'ABOUT 4.2 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0451'75 AND STATE HIGHWAY 92 INTERCHANGE, WHICH IS ON THE SOUTH SIDE
 GB0451'OF WILLIAMSBURG.  ABOUT 38 FEET EAST OF THE EAST EDGE OF NORTH
 GB0451'BOUND EMERGENCY STOPPING LANE AND 14 FEET WEST EAST R/W FENCE.
 GB0451'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 GB0451'CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-31 NO. 2 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2502 ***********************************************************************
 GB2502  DESIGNATION -  I75 T 32
 GB2502  PID         -  GB2502
 GB2502  STATE/COUNTY-  KY/WHITLEY
 GB2502  USGS QUAD   -  WILLIAMSBURG (1982)
 GB2502
 GB2502                         *CURRENT SURVEY CONTROL
 GB2502  ___________________________________________________________________
 GB2502* NAD 83(1993)-  36 42 45.70381(N)    084 09 13.15114(W)     ADJUSTED  
 GB2502* NAVD 88     -       358.7    (meters)    1177.     (feet)  VERTCON   
 GB2502  ___________________________________________________________________
 GB2502  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 GB2502  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 GB2502
 GB2502  HORZ ORDER  -  SECOND
 GB2502
 GB2502.The horizontal coordinates were established by classical geodetic methods
 GB2502.and adjusted by the National Geodetic Survey in December 1995..
 GB2502
 GB2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2502
 GB2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2502
 GB2502.The geoid height was determined by GEOID03.
 GB2502
 GB2502;                    North         East     Units Scale Factor Converg.
 GB2502;SPC KY1Z     - 1,043,325.013 1,642,634.963   MT  1.00010928   +0 58 48.3
 GB2502;SPC KY1Z     - 3,422,975.48  5,389,211.54   sFT  1.00010928   +0 58 48.3
 GB2502;SPC KY S     -   543,304.251   642,620.090   MT  1.00000381   +0 58 05.2
 GB2502;SPC KY S     - 1,782,490.70  2,108,329.41   sFT  1.00000381   +0 58 05.2
 GB2502;UTM  16      - 4,066,778.434   754,236.516   MT  1.00039639   +1 42 08.9
 GB2502
 GB2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2502!SPC KY1Z     -   0.99994838  x   1.00010928  =   1.00005765
 GB2502!SPC KY S     -   0.99994838  x   1.00000381  =   0.99995219
 GB2502!UTM  16      -   0.99994838  x   1.00039639  =   1.00034475
 GB2502
 GB2502:                Primary Azimuth Mark                     Grid Az
 GB2502:SPC KY1Z     -  I75 T 32 AZ MK                           148 19 39.8
 GB2502:SPC KY S     -  I75 T 32 AZ MK                           148 20 22.9
 GB2502:UTM  16      -  I75 T 32 AZ MK                           147 36 19.2
 GB2502
 GB2502|---------------------------------------------------------------------|
 GB2502| PID    Reference Object                     Distance      Geod. Az  |
 GB2502|                                                           dddmmss.s |
 GB2502| GB0448 I75 T 32 AZ MK                      APPROX. 1.7 KM 1491828.1 |
 GB2502| DC2321 I75 T 32 RM 1                         9.205 METERS 23003     |
 GB2502| DC2322 I75 T 32 RM 2                        11.693 METERS 31416     |
 GB2502|---------------------------------------------------------------------|
 GB2502
 GB2502                          SUPERSEDED SURVEY CONTROL
 GB2502
 GB2502  NAD 83(1986)-  36 42 45.71425(N)    084 09 13.15453(W) AD(       ) 2
 GB2502  NAD 27      -  36 42 45.41381(N)    084 09 13.38441(W) AD(       ) 2
 GB2502  NGVD 29 (07/19/86)  358.9    (m)         1177.     (f) VERT ANG       
 GB2502
 GB2502.Superseded values are not recommended for survey control.
 GB2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2502.See file dsdata.txt to determine how the superseded data were derived.
 GB2502
 GB2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5423766778(NAD 83)
 GB2502_MARKER: DD = SURVEY DISK
 GB2502_SETTING: 0 = UNSPECIFIED SETTING
 GB2502
 GB2502  HISTORY     - Date     Condition        Report By
 GB2502  HISTORY     - 1968     MONUMENTED       KYHD
 GB2502
 GB2502                          STATION DESCRIPTION
 GB2502
 GB2502'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968 (LW)
 GB2502'STATION IS LOCATED ABOUT 2 MILES SOUTH OF WILLIAMSBURG ON TOP OF A
 GB2502'HIGH CUT NEAR THE WEST
 GB2502'R/W FENCE OF INTERSTATE ROUTE 75.
 GB2502'
 GB2502'TO REACH THE STATION FROM THE INTERSTATE 75 AND STATE HIGHWAY 92
 GB2502'INTERCHANGE (ON THE SOUTH
 GB2502'SIDE OF WILLIAMSBURG), GO SOUTH ON INTERSTATE 75 FOR
 GB2502'1.1 MILES TO STATION ON RIGHT ON
 GB2502'HIGHEST POINT.
 GB2502'
 GB2502'STATION MARK IS 18.4 FEET EAST OF THE WEST R/W FENCE AND
 GB2502'APPROXIMATELY 175 FEET
 GB2502'HIGHER THAN INTERSTATE 75.  THE MARK IS SET IN DRILL HOLE IN THE
 GB2502'TOP OF LARGE SANDSTONE
 GB2502'OUTCROP AND THE DISK IS STAMPED I-75 T-32
 GB2502'1968.
 GB2502'
 GB2502'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF STATION, 10.3 FEET WEST OF
 GB2502'WEST R/W FENCE.  THE MARK
 GB2502'IS SET IN DRILL HOLE IN THE TOP OF SANDSTONE OUTCROP
 GB2502'AND THE DISK IS STAMPED I-75 T-32
 GB2502'NO.  1 1968.
 GB2502'
 GB2502'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION, 26.7 FEET EAST OF
 GB2502'WEST R/W FENCE.  THE MARK
 GB2502'IS SET IN DRILL HOLE IN THE TOP OF SANDSTONE OUTCROP
 GB2502'AND THE DISK IS STAMPED I-75 T-32
 GB2502'NO.  2 1968.
 GB2502'
 GB2502'TO REACH THE AZIMUTH MARK FROM STATION, CONTINUE SOUTH ON INTERSTATE
 GB2502'75 FOR 1.3 MILES TO MARK
 GB2502'ON LEFT ON EAST SIDE OF NORTH BOUND LANE.  IT IS
 GB2502'APPROXIMATELY 20 FEET EAST OF AND
 GB2502'ABOUT 25 FEET HIGHER THAN THE EAST
 GB2502'EDGE OF NORTH BOUND EMERGENCY STOPPING LANE, 56.3
 GB2502'FEET WEST OF EAST
 GB2502'R/W FENCE AND 2.4 FEET EAST OF METAL WITNESS POST AND SIGN.  THE
 GB2502'MARK IS SET IN TOP
 GB2502'OF CONCRETE FLUSH WITH GROUND AND THE DISK IS STAMPED
 GB2502'I-75 T-32 1968.
 GB2502'
 GB2502'STATION, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY DEPARTMENT OF
 GB2502'HIGHWAYS SURVEY TABLETS SET
 GB2502'AS DESCRIBED.
 GB2502'
 GB2502'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0448 ***********************************************************************
 GB0448  DESIGNATION -  I75 T 32 AZ MK
 GB0448  PID         -  GB0448
 GB0448  STATE/COUNTY-  KY/WHITLEY
 GB0448  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0448
 GB0448                         *CURRENT SURVEY CONTROL
 GB0448  ___________________________________________________________________
 GB0448* NAD 83(1993)-  36 41 58.42603(N)    084 08 38.30253(W)     ADJUSTED  
 GB0448* NAVD 88     -       332.971  (meters)    1092.42   (feet)  ADJUSTED  
 GB0448  ___________________________________________________________________
 GB0448  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 GB0448  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GB0448  DYNAMIC HT  -         332.692 (meters)    1091.51  (feet)  COMP
 GB0448  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 GB0448
 GB0448  HORZ ORDER  -  SECOND
 GB0448  VERT ORDER  -  SECOND    CLASS 0
 GB0448
 GB0448.The horizontal coordinates were established by classical geodetic methods
 GB0448.and adjusted by the National Geodetic Survey in December 1995..
 GB0448
 GB0448.The orthometric height was determined by differential leveling
 GB0448.and adjusted by the National Geodetic Survey in June 1991..
 GB0448
 GB0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0448
 GB0448.The geoid height was determined by GEOID03.
 GB0448
 GB0448.The dynamic height is computed by dividing the NAVD 88
 GB0448.geopotential number by the normal gravity value computed on the
 GB0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0448.degrees latitude (g = 980.6199 gals.).
 GB0448
 GB0448.The modeled gravity was interpolated from observed gravity values.
 GB0448
 GB0448;                    North         East     Units Scale Factor Converg.
 GB0448;SPC KY1Z     - 1,041,882.541 1,643,524.892   MT  1.00011391   +0 59 09.7
 GB0448;SPC KY1Z     - 3,418,242.97  5,392,131.25   sFT  1.00011391   +0 59 09.7
 GB0448;SPC KY S     -   541,861.746   643,509.621   MT  1.00000630   +0 58 26.4
 GB0448;SPC KY S     - 1,777,758.08  2,111,247.81   sFT  1.00000630   +0 58 26.4
 GB0448;UTM  16      - 4,065,346.879   755,144.812   MT  1.00040209   +1 42 27.9
 GB0448
 GB0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0448!SPC KY1Z     -   0.99995243  x   1.00011391  =   1.00006633
 GB0448!SPC KY S     -   0.99995243  x   1.00000630  =   0.99995873
 GB0448!UTM  16      -   0.99995243  x   1.00040209  =   1.00035450
 GB0448
 GB0448:                Primary Azimuth Mark                     Grid Az
 GB0448:SPC KY1Z     -  I75 T 32                                 328 19 39.2
 GB0448:SPC KY S     -  I75 T 32                                 328 20 22.5
 GB0448:UTM  16      -  I75 T 32                                 327 36 21.0
 GB0448
 GB0448|---------------------------------------------------------------------|
 GB0448| PID    Reference Object                     Distance      Geod. Az  |
 GB0448|                                                           dddmmss.s |
 GB0448| GB2502 I75 T 32                            APPROX. 1.7 KM 3291848.9 |
 GB0448|---------------------------------------------------------------------|
 GB0448
 GB0448                          SUPERSEDED SURVEY CONTROL
 GB0448
 GB0448  NAD 83(1986)-  36 41 58.43763(N)    084 08 38.30642(W) AD(       ) 2
 GB0448  NAD 27      -  36 41 58.13715(N)    084 08 38.53583(W) AD(       ) 2
 GB0448  NGVD 29 (??/??/92)  333.122  (m)         1092.92   (f) ADJ UNCH    2 0
 GB0448
 GB0448.Superseded values are not recommended for survey control.
 GB0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0448.See file dsdata.txt to determine how the superseded data were derived.
 GB0448
 GB0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5514565347(NAD 83)
 GB0448_MARKER: DD = SURVEY DISK
 GB0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0448_SP_SET: CONCRETE
 GB0448_STAMPING: I-75 T-32 1968
 GB0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0448
 GB0448  HISTORY     - Date     Condition        Report By
 GB0448  HISTORY     - 1968     MONUMENTED       KYHD
 GB0448  HISTORY     - 1968     GOOD             PAS
 GB0448
 GB0448                          STATION DESCRIPTION
 GB0448
 GB0448'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968 (LW)
 GB0448'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF WILLIAMSBURG, ON THE
 GB0448'EAST SIDE OF INTERSTATE
 GB0448'ROUTE 75 ON A BANK APPROXIMATELY 25 FEET HIGHER THAN
 GB0448'INTERSTATE 75.  56.3 FEET
 GB0448'WEST OF THE EAST R/W FENCE, 20 FEET EAST OF
 GB0448'THE EAST EDGE OF NORTH BOUND EMERGENCY
 GB0448'STOPPING LANE AND 2.4 FEET
 GB0448'EAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GB0448'DEPARTMENT OF
 GB0448'HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE FLUSH WITH GROUND AND
 GB0448'STAMPED I-75
 GB0448'T-32 1968.
 GB0448'
 GB0448'TO REACH THE STATION FROM THE INTERSTATE 75 AND STATE HIGHWAY 92
 GB0448'INTERCHANGE (ON THE SOUTH
 GB0448'SIDE OF WILLIAMSBURG), GO SOUTH ON INTERSTATE 75 FOR
 GB0448'2.4 MILES TO STATION ON LEFT.
 GB0448'
 GB0448'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 GB0448
 GB0448                          STATION RECOVERY (1968)
 GB0448
 GB0448'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0448'3 MI SSE FROM WILLIAMSBURG.
 GB0448'ABOUT 2.4 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0448'75 AND STATE HIGHWAY 92 INTERCHANGE, WHICH IS ON THE SOUTH SIDE
 GB0448'OF WILLIAMSBURG.  APPROXIMATELY 20 FEET EAST AND ABOUT 25 FEET
 GB0448'HIGHER THAN THE EAST EDGE OF NORTH BOUND EMERGENCY STOPPING LANE,
 GB0448'56 FEET WEST OF THE EAST R/W FENCE AND 2.4 FEET EAST OF METAL
 GB0448'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 GB0448'TABLET SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75
 GB0448'T-32 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0443 ***********************************************************************
 GB0443  DESIGNATION -  I75 T 33
 GB0443  PID         -  GB0443
 GB0443  STATE/COUNTY-  KY/WHITLEY
 GB0443  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0443
 GB0443                         *CURRENT SURVEY CONTROL
 GB0443  ___________________________________________________________________
 GB0443* NAD 83(1993)-  36 44 21.74625(N)    084 10 29.90910(W)     ADJUSTED  
 GB0443* NAVD 88     -       349.454  (meters)    1146.50   (feet)  ADJUSTED  
 GB0443  ___________________________________________________________________
 GB0443  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 GB0443  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GB0443  DYNAMIC HT  -         349.166 (meters)    1145.56  (feet)  COMP
 GB0443  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 GB0443
 GB0443  HORZ ORDER  -  SECOND
 GB0443  VERT ORDER  -  SECOND    CLASS 0
 GB0443
 GB0443.The horizontal coordinates were established by classical geodetic methods
 GB0443.and adjusted by the National Geodetic Survey in December 1995..
 GB0443
 GB0443.The orthometric height was determined by differential leveling
 GB0443.and adjusted by the National Geodetic Survey in June 1991..
 GB0443
 GB0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0443
 GB0443.The geoid height was determined by GEOID03.
 GB0443
 GB0443.The dynamic height is computed by dividing the NAVD 88
 GB0443.geopotential number by the normal gravity value computed on the
 GB0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0443.degrees latitude (g = 980.6199 gals.).
 GB0443
 GB0443.The modeled gravity was interpolated from observed gravity values.
 GB0443
 GB0443;                    North         East     Units Scale Factor Converg.
 GB0443;SPC KY1Z     - 1,046,253.106 1,640,680.067   MT  1.00010004   +0 58 01.2
 GB0443;SPC KY1Z     - 3,432,582.07  5,382,797.85   sFT  1.00010004   +0 58 01.2
 GB0443;SPC KY S     -   546,232.447   640,666.004   MT  0.99999891   +0 57 18.7
 GB0443;SPC KY S     - 1,792,097.62  2,101,918.38   sFT  0.99999891   +0 57 18.7
 GB0443;UTM  16      - 4,069,682.452   752,244.256   MT  1.00038395   +1 41 26.7
 GB0443
 GB0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0443!SPC KY1Z     -   0.99994983  x   1.00010004  =   1.00004986
 GB0443!SPC KY S     -   0.99994983  x   0.99999891  =   0.99994874
 GB0443!UTM  16      -   0.99994983  x   1.00038395  =   1.00033376
 GB0443
 GB0443|---------------------------------------------------------------------|
 GB0443| PID    Reference Object                     Distance      Geod. Az  |
 GB0443|                                                           dddmmss.s |
 GB0443| GB0444 I75 T 33 RM 1                        12.673 METERS 06841     |
 GB0443| GB0445 I75 T 33 RM 2                        15.797 METERS 16506     |
 GB0443| GB0442 I75 T 33 AZ MK                                     3581632.0 |
 GB0443|---------------------------------------------------------------------|
 GB0443
 GB0443                          SUPERSEDED SURVEY CONTROL
 GB0443
 GB0443  NAD 83(1986)-  36 44 21.75608(N)    084 10 29.91278(W) AD(       ) 2
 GB0443  NAD 27      -  36 44 21.45401(N)    084 10 30.14430(W) AD(       ) 2
 GB0443  NGVD 29 (??/??/92)  349.617  (m)         1147.04   (f) ADJ UNCH    2 0
 GB0443
 GB0443.Superseded values are not recommended for survey control.
 GB0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0443.See file dsdata.txt to determine how the superseded data were derived.
 GB0443
 GB0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5224469682(NAD 83)
 GB0443_MARKER: DD = SURVEY DISK
 GB0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0443_SP_SET: CONCRETE
 GB0443_STAMPING: I-75 T-33 1968
 GB0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0443
 GB0443  HISTORY     - Date     Condition        Report By
 GB0443  HISTORY     - 1968     MONUMENTED       KYHD
 GB0443  HISTORY     - 1968     GOOD             PAS
 GB0443
 GB0443                          STATION DESCRIPTION
 GB0443
 GB0443'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968 (LW)
 GB0443'STATION IS LOCATED ABOUT 1 MILE WEST OF WILLIAMSBURG ON A HIGH BANK
 GB0443'ON THE WEST SIDE OF
 GB0443'INTERSTATE ROUTE 75.
 GB0443'
 GB0443'TO REACH THE STATION FROM THE INTERSTATE 75 AND STATE HIGHWAY 92
 GB0443'INTERCHANGE (ON THE SOUTH
 GB0443'SIDE OF WILLIAMSBURG), GO NORTH ON INTERSTATE 75 FOR
 GB0443'1.2 MILES TO STATION ON LEFT ON
 GB0443'TOP OF HIGH BANK, NEAR THE WEST R/W
 GB0443'FENCE.
 GB0443'
 GB0443'STATION MARK IS ABOUT 75 FEET WEST OF AND ABOUT 60 FEET HIGHER THAN
 GB0443'THE WEST EDGE OF SOUTH
 GB0443'BOUND EMERGENCY STOPPING LANE, 2.4 FEET EAST OF WEST
 GB0443'R/W FENCE AND 1.7 FEET EAST OF
 GB0443'METAL WITNESS POST AND SIGN.  THE MARK
 GB0443'IS FLUSH AND THE DISK IS STAMPED I-75 T-33 1968.
 GB0443'
 GB0443'REFERENCE MARK NO. 1 IS EAST OF STATION, 43.6 FEET EAST OF WEST R/W
 GB0443'FENCE.  THE MARK IS FLUSH
 GB0443'AND THE DISK IS STAMPED I-75 T-33 NO.  1 1968.
 GB0443'
 GB0443'REFERENCE MARK NO. 2 IS SOUTH OF STATION, 2 FEET EAST OF WEST R/W
 GB0443'FENCE.  THE MARK IS FLUSH
 GB0443'AND THE DISK IS STAMPED I-75 T-33 NO.  2 1968.
 GB0443'
 GB0443'TO REACH AZIMUTH MARK FROM STATION, CONTINUE NORTH ON INTERSTATE 75
 GB0443'FOR 0.9 MILE TO MARK ON
 GB0443'LEFT ON HIGH BANK, NEAR WEST R/W FENCE.  IT IS
 GB0443'APPROXIMATELY 75 FEET WEST AND
 GB0443'ABOUT 65 FEET HIGHER THAN WEST EDGE OF
 GB0443'SOUTH BOUND EMERGENCY STOPPING LANE, 2.6 FEET
 GB0443'EAST OF R/W FENCE AND
 GB0443'1.6 FEET EAST OF METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH
 GB0443'AND THE DISK IS
 GB0443'STAMPED I-75 T-33 1968.
 GB0443'
 GB0443'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GB0443'DEPARTMENT OF HIGHWAYS
 GB0443'SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GB0443'
 GB0443'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 GB0443
 GB0443                          STATION RECOVERY (1968)
 GB0443
 GB0443'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0443'1 MI W FROM WILLIAMSBURG.
 GB0443'ABOUT 1.2 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0443'75 AND STATE HIGHWAY 92 INTERCHANGE, WHICH IS ON THE SOUTH SIDE OF
 GB0443'WILLIAMSBURG.  APPROXIMATELY 75 FEET WEST OF AND ABOUT 60 FEET
 GB0443'HIGHER THAN THE WEST EDGE OF SOUTH BOUND EMERGENCY STOPPING LANE,
 GB0443'2.4 FEET EAST OF THE WEST R/W FENCE AND 1.7 FEET EAST OF METAL
 GB0443'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 GB0443'TABLET SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75
 GB0443'T-33 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0442 ***********************************************************************
 GB0442  DESIGNATION -  I75 T 33 AZ MK
 GB0442  PID         -  GB0442
 GB0442  STATE/COUNTY-  KY/WHITLEY
 GB0442  USGS QUAD   -  WOFFORD (1982)
 GB0442
 GB0442                         *CURRENT SURVEY CONTROL
 GB0442  ___________________________________________________________________
 GB0442* NAD 83(1986)-  36 45 08.     (N)    084 10 32.     (W)     SCALED    
 GB0442* NAVD 88     -       331.869  (meters)    1088.81   (feet)  ADJUSTED  
 GB0442  ___________________________________________________________________
 GB0442  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GB0442  DYNAMIC HT  -         331.597 (meters)    1087.91  (feet)  COMP
 GB0442  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 GB0442
 GB0442  VERT ORDER  -  SECOND    CLASS 0
 GB0442
 GB0442.The horizontal coordinates were scaled from a topographic map and have
 GB0442.an estimated accuracy of +/- 6 seconds.
 GB0442
 GB0442.The orthometric height was determined by differential leveling
 GB0442.and adjusted by the National Geodetic Survey in June 1991..
 GB0442
 GB0442.The geoid height was determined by GEOID03.
 GB0442
 GB0442.The dynamic height is computed by dividing the NAVD 88
 GB0442.geopotential number by the normal gravity value computed on the
 GB0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0442.degrees latitude (g = 980.6199 gals.).
 GB0442
 GB0442.The modeled gravity was interpolated from observed gravity values.
 GB0442
 GB0442;                    North         East    Units  Estimated Accuracy
 GB0442;SPC KY1Z     - 1,047,680.    1,640,600.      MT  (+/- 180 meters Scaled)
 GB0442
 GB0442                          SUPERSEDED SURVEY CONTROL
 GB0442
 GB0442  NGVD 29 (??/??/92)  332.035  (m)         1089.35   (f) ADJ UNCH    2 0
 GB0442
 GB0442.Superseded values are not recommended for survey control.
 GB0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0442.See file dsdata.txt to determine how the superseded data were derived.
 GB0442
 GB0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF521711(NAD 83)
 GB0442_MARKER: DD = SURVEY DISK
 GB0442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0442_SP_SET: CONCRETE
 GB0442_STAMPING: I-75 T-33 1968
 GB0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0442
 GB0442  HISTORY     - Date     Condition        Report By
 GB0442  HISTORY     - 1968     MONUMENTED       KYHD
 GB0442
 GB0442                          STATION DESCRIPTION
 GB0442
 GB0442'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GB0442'1 MI WNW FROM WILLIAMSBURG.
 GB0442'ABOUT 2.1 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0442'75 AND STATE HIGHWAY 92 INTERCHANGE, WHICH IS ON THE SOUTH SIDE
 GB0442'OF WILLIAMSBURG.  APPROXIMATELY 75 FEET WEST AND ABOUT 65 FEET
 GB0442'HIGHER THAN THE WEST EDGE OF SOUTH BOUND EMERGENCY STOPPING LANE,
 GB0442'2.6 FEET EAST OF WEST R/W FENCE AND 1.6 FEET EAST OF METAL WITNESS
 GB0442'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET
 GB0442'SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-33
 GB0442'1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0444 ***********************************************************************
 GB0444  DESIGNATION -  I75 T 33 RM 1
 GB0444  PID         -  GB0444
 GB0444  STATE/COUNTY-  KY/WHITLEY
 GB0444  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0444
 GB0444                         *CURRENT SURVEY CONTROL
 GB0444  ___________________________________________________________________
 GB0444* NAD 83(1986)-  36 44 21.     (N)    084 10 30.     (W)     SCALED    
 GB0444* NAVD 88     -       349.110  (meters)    1145.37   (feet)  ADJUSTED  
 GB0444  ___________________________________________________________________
 GB0444  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GB0444  DYNAMIC HT  -         348.822 (meters)    1144.43  (feet)  COMP
 GB0444  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 GB0444
 GB0444  VERT ORDER  -  SECOND    CLASS 0
 GB0444
 GB0444.The horizontal coordinates were scaled from a topographic map and have
 GB0444.an estimated accuracy of +/- 6 seconds.
 GB0444
 GB0444.The orthometric height was determined by differential leveling
 GB0444.and adjusted by the National Geodetic Survey in June 1991..
 GB0444
 GB0444.The geoid height was determined by GEOID03.
 GB0444
 GB0444.The dynamic height is computed by dividing the NAVD 88
 GB0444.geopotential number by the normal gravity value computed on the
 GB0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0444.degrees latitude (g = 980.6199 gals.).
 GB0444
 GB0444.The modeled gravity was interpolated from observed gravity values.
 GB0444
 GB0444;                    North         East    Units  Estimated Accuracy
 GB0444;SPC KY1Z     - 1,046,230.    1,640,680.      MT  (+/- 180 meters Scaled)
 GB0444
 GB0444                          SUPERSEDED SURVEY CONTROL
 GB0444
 GB0444  NGVD 29 (??/??/92)  349.273  (m)         1145.91   (f) ADJ UNCH    2 0
 GB0444
 GB0444.Superseded values are not recommended for survey control.
 GB0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0444.See file dsdata.txt to determine how the superseded data were derived.
 GB0444
 GB0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF522696(NAD 83)
 GB0444_MARKER: DD = SURVEY DISK
 GB0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0444_SP_SET: CONCRETE
 GB0444_STAMPING: I-75 T-33 NO 1 1968
 GB0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0444
 GB0444  HISTORY     - Date     Condition        Report By
 GB0444  HISTORY     - 1968     MONUMENTED       PAS
 GB0444
 GB0444                          STATION DESCRIPTION
 GB0444
 GB0444'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0444'1 MI W FROM WILLIAMSBURG.
 GB0444'ABOUT 1.2 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0444'75 AND STATE HIGHWAY 92 INTERCHANGE, WHICH IS ON THE SOUTH SIDE OF
 GB0444'WILLIAMSBURG.  APPROXIMATELY 32 FEET WEST OF THE WEST EDGE OF SOUTH
 GB0444'BOUND EMERGENCY STOPPING LANE AND 43 1/2 FEET EAST OF WEST R/W
 GB0444'FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 GB0444'TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-33 NO. 1 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0445 ***********************************************************************
 GB0445  DESIGNATION -  I75 T 33 RM 2
 GB0445  PID         -  GB0445
 GB0445  STATE/COUNTY-  KY/WHITLEY
 GB0445  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0445
 GB0445                         *CURRENT SURVEY CONTROL
 GB0445  ___________________________________________________________________
 GB0445* NAD 83(1986)-  36 44 21.     (N)    084 10 30.     (W)     SCALED    
 GB0445* NAVD 88     -       348.766  (meters)    1144.24   (feet)  ADJUSTED  
 GB0445  ___________________________________________________________________
 GB0445  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GB0445  DYNAMIC HT  -         348.479 (meters)    1143.30  (feet)  COMP
 GB0445  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 GB0445
 GB0445  VERT ORDER  -  SECOND    CLASS 0
 GB0445
 GB0445.The horizontal coordinates were scaled from a topographic map and have
 GB0445.an estimated accuracy of +/- 6 seconds.
 GB0445
 GB0445.The orthometric height was determined by differential leveling
 GB0445.and adjusted by the National Geodetic Survey in June 1991..
 GB0445
 GB0445.The geoid height was determined by GEOID03.
 GB0445
 GB0445.The dynamic height is computed by dividing the NAVD 88
 GB0445.geopotential number by the normal gravity value computed on the
 GB0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0445.degrees latitude (g = 980.6199 gals.).
 GB0445
 GB0445.The modeled gravity was interpolated from observed gravity values.
 GB0445
 GB0445;                    North         East    Units  Estimated Accuracy
 GB0445;SPC KY1Z     - 1,046,230.    1,640,680.      MT  (+/- 180 meters Scaled)
 GB0445
 GB0445                          SUPERSEDED SURVEY CONTROL
 GB0445
 GB0445  NGVD 29 (??/??/92)  348.929  (m)         1144.78   (f) ADJ UNCH    2 0
 GB0445
 GB0445.Superseded values are not recommended for survey control.
 GB0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0445.See file dsdata.txt to determine how the superseded data were derived.
 GB0445
 GB0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF522696(NAD 83)
 GB0445_MARKER: DD = SURVEY DISK
 GB0445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0445_SP_SET: CONCRETE
 GB0445_STAMPING: I-75 T-33 NO 2 1968
 GB0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0445
 GB0445  HISTORY     - Date     Condition        Report By
 GB0445  HISTORY     - 1968     MONUMENTED       PAS
 GB0445
 GB0445                          STATION DESCRIPTION
 GB0445
 GB0445'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0445'1 MI W FROM WILLIAMSBURG.
 GB0445'ABOUT 1.2 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0445'75 FROM STATE HIGHWAY 92 INTERCHANGE, WHIH IS ON THE SOUTH SIDE
 GB0445'OF WILLIAMSBURG.  APPROXIMATELY 75 FEET WEST OF THE WEST EDGE OF
 GB0445'SOUTH BOUND EMERGENCY STOPPING LANE AND 2 FEET EAST OF WEST R/W
 GB0445'FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 GB0445'TOP OF CONCRETE FLUSH WIH GROUND AND STAMPED I-75 T-33 NO. 2 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2485 ***********************************************************************
 GB2485  DESIGNATION -  I75 T 34
 GB2485  PID         -  GB2485
 GB2485  STATE/COUNTY-  KY/WHITLEY
 GB2485  USGS QUAD   -  WOFFORD (1982)
 GB2485
 GB2485                         *CURRENT SURVEY CONTROL
 GB2485  ___________________________________________________________________
 GB2485* NAD 83(1993)-  36 47 31.89453(N)    084 10 09.98250(W)     ADJUSTED  
 GB2485* NAVD 88     -       373.9    (meters)    1227.     (feet)  VERTCON   
 GB2485  ___________________________________________________________________
 GB2485  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 GB2485  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB2485
 GB2485  HORZ ORDER  -  SECOND
 GB2485
 GB2485.The horizontal coordinates were established by classical geodetic methods
 GB2485.and adjusted by the National Geodetic Survey in December 1995..
 GB2485
 GB2485.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2485
 GB2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2485
 GB2485.The geoid height was determined by GEOID03.
 GB2485
 GB2485;                    North         East     Units Scale Factor Converg.
 GB2485;SPC KY1Z     - 1,052,122.651 1,641,075.139   MT  1.00008238   +0 58 13.4
 GB2485;SPC KY1Z     - 3,451,839.06  5,384,094.02   sFT  1.00008238   +0 58 13.4
 GB2485;SPC KY S     -   552,101.342   641,062.248   MT  0.99998984   +0 57 30.8
 GB2485;SPC KY S     - 1,811,352.49  2,103,218.39   sFT  0.99998984   +0 57 30.8
 GB2485;UTM  16      - 4,075,558.251   752,565.146   MT  1.00038593   +1 41 46.2
 GB2485
 GB2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2485!SPC KY1Z     -   0.99994599  x   1.00008238  =   1.00002836
 GB2485!SPC KY S     -   0.99994599  x   0.99998984  =   0.99993583
 GB2485!UTM  16      -   0.99994599  x   1.00038593  =   1.00033190
 GB2485
 GB2485:                Primary Azimuth Mark                     Grid Az
 GB2485:SPC KY1Z     -  I75 T 34 AZ MK                           182 58 25.9
 GB2485:SPC KY S     -  I75 T 34 AZ MK                           182 59 08.5
 GB2485:UTM  16      -  I75 T 34 AZ MK                           182 14 53.1
 GB2485
 GB2485|---------------------------------------------------------------------|
 GB2485| PID    Reference Object                     Distance      Geod. Az  |
 GB2485|                                                           dddmmss.s |
 GB2485| GB0440 I75 T 34 AZ MK                                     1835639.3 |
 GB2485| DC2323 I75 T 34 RM 1                        11.632 METERS 24239     |
 GB2485| DC2324 I75 T 34 RM 2                        17.560 METERS 34700     |
 GB2485|---------------------------------------------------------------------|
 GB2485
 GB2485                          SUPERSEDED SURVEY CONTROL
 GB2485
 GB2485  NAD 83(1986)-  36 47 31.90410(N)    084 10 09.98724(W) AD(       ) 2
 GB2485  NAD 27      -  36 47 31.60264(N)    084 10 10.22691(W) AD(       ) 2
 GB2485  NGVD 29 (07/19/86)  374.1    (m)         1227.     (f) VERT ANG       
 GB2485
 GB2485.Superseded values are not recommended for survey control.
 GB2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2485.See file dsdata.txt to determine how the superseded data were derived.
 GB2485
 GB2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5256575558(NAD 83)
 GB2485_MARKER: DD = SURVEY DISK
 GB2485_SETTING: 0 = UNSPECIFIED SETTING
 GB2485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2485+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2001
 GB2485
 GB2485  HISTORY     - Date     Condition        Report By
 GB2485  HISTORY     - 1968     MONUMENTED       CGS
 GB2485  HISTORY     - 20010912 GOOD             KYDT
 GB2485
 GB2485                          STATION DESCRIPTION
 GB2485
 GB2485'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LW)
 GB2485'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF WILLIAMSBURG.  IT
 GB2485'IS ON THE HIGHEST PART OF
 GB2485'HILL IN THE SOUTHEAST QUADRANT OF THE INTERSTATE
 GB2485'ROUTE 75 AND U.  S.  HIGHWAY 25-W
 GB2485'INTERCHANGE.  72 FEET SOUTHWEST OF
 GB2485'A 10-INCH MAPLE TREE, 37 FEET NORTHWEST OF A 10 INCH
 GB2485'OAK TREE AND 1.9
 GB2485'FEET WEST OF METAL WITNESS POST AND SIGN.  THE MARK IS SET IN TOP OF
 GB2485'CONCRETE FLUSH
 GB2485'WITH GROUND AND THE DISK IS STAMPED I-75 T-34 1968.
 GB2485'
 GB2485'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION, 58 FEET WEST OF A
 GB2485'10-INCH OAK TREE, 16-1/2
 GB2485'FEET EAST OF EDGE OF HIGH CUT.  THE MARK IS SET IN DRILL
 GB2485'HOLE IN THE TOP OF SANDSTONE
 GB2485'OUTCROP AND THE DISK IS STAMPED I-75
 GB2485'T-35 NO.  1 1968.
 GB2485'
 GB2485'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, 83 FEET WEST OF A
 GB2485'10-INCH MAPLE TREE AND 33
 GB2485'FEET EAST OF EDGE OF HIGH CUT.  THE MARK IS SET IN DRILL
 GB2485'HOLE IN THE TOP OF SANDSTONE
 GB2485'OUTCROP AND THE DISK IS STAMPED I-75
 GB2485'T-34 NO.  2 1968.
 GB2485'
 GB2485'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTH ON INTERSTATE 75 FOR
 GB2485'0.9 MILE TO BRIDGE OVER
 GB2485'CUMBERLAND RIVER AND MARK ON RIGHT NEAR NORTHWEST
 GB2485'CORNER OF BRIDGE.  IT IS 20.7
 GB2485'FEET WEST OF THE CENTER OF SOUTH BOUND
 GB2485'LANE AND 6.4 FEET SOUTHWEST OF END GUARD RAIL
 GB2485'POST.  THE MARK IS SET
 GB2485'IN DRILL HOLE IN THE TOP OF THE NORTHWEST WINGWALL OF WEST
 GB2485'BRIDGE AND THE
 GB2485'DISK IS STAMPED I-75 T-34 1968.
 GB2485'
 GB2485'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GB2485'DEPARTMENT OF HIGHWAYS
 GB2485'SURVEY TABLETS SET AS DESCRIBED.
 GB2485'
 GB2485'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GB2485
 GB2485                          STATION RECOVERY (2001)
 GB2485
 GB2485'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (FT)
 GB2485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0440 ***********************************************************************
 GB0440  DESIGNATION -  I75 T 34 AZ MK
 GB0440  PID         -  GB0440
 GB0440  STATE/COUNTY-  KY/WHITLEY
 GB0440  USGS QUAD   -  WOFFORD (1982)
 GB0440
 GB0440                         *CURRENT SURVEY CONTROL
 GB0440  ___________________________________________________________________
 GB0440* NAD 83(1986)-  36 46 44.     (N)    084 10 14.     (W)     SCALED    
 GB0440* NAVD 88     -       296.015  (meters)     971.18   (feet)  ADJUSTED  
 GB0440  ___________________________________________________________________
 GB0440  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB0440  DYNAMIC HT  -         295.770 (meters)     970.37  (feet)  COMP
 GB0440  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 GB0440
 GB0440  VERT ORDER  -  SECOND    CLASS 0
 GB0440
 GB0440.The horizontal coordinates were scaled from a topographic map and have
 GB0440.an estimated accuracy of +/- 6 seconds.
 GB0440
 GB0440.The orthometric height was determined by differential leveling
 GB0440.and adjusted by the National Geodetic Survey in June 1991..
 GB0440
 GB0440.The geoid height was determined by GEOID03.
 GB0440
 GB0440.The dynamic height is computed by dividing the NAVD 88
 GB0440.geopotential number by the normal gravity value computed on the
 GB0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0440.degrees latitude (g = 980.6199 gals.).
 GB0440
 GB0440.The modeled gravity was interpolated from observed gravity values.
 GB0440
 GB0440;                    North         East    Units  Estimated Accuracy
 GB0440;SPC KY1Z     - 1,050,650.    1,641,000.      MT  (+/- 180 meters Scaled)
 GB0440
 GB0440                          SUPERSEDED SURVEY CONTROL
 GB0440
 GB0440  NGVD 29 (??/??/92)  296.185  (m)          971.73   (f) ADJ UNCH    2 0
 GB0440
 GB0440.Superseded values are not recommended for survey control.
 GB0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0440.See file dsdata.txt to determine how the superseded data were derived.
 GB0440
 GB0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF525740(NAD 83)
 GB0440_MARKER: DD = SURVEY DISK
 GB0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0440_SP_SET: BRIDGE
 GB0440_STAMPING: I-75 T-34 1968
 GB0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0440+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2006
 GB0440
 GB0440  HISTORY     - Date     Condition        Report By
 GB0440  HISTORY     - 1968     MONUMENTED       KYHD
 GB0440  HISTORY     - 20060113 GOOD             KYTC
 GB0440
 GB0440                          STATION DESCRIPTION
 GB0440
 GB0440'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GB0440'2.5 MI NW FROM WILLIAMSBURG.
 GB0440'ABOUT 0.9 MILE SOUTH ALONG INTERSTATE ROUTE 75 FROM THE INTERSTATE
 GB0440'75 AND U.S. HIGHWAY 25-W INTERCHANGE, WHICH IS ABOUT 3 1/2
 GB0440'MILES NORTHWEST OF WILLIAMSBURG.  AT THE NORTH END OF BRIDGE OVER
 GB0440'THE CUMBERLAND RIVER, 20.7 FEET WEST OF THE CENTER OF SOUTH BOUND
 GB0440'LANE AND 6.4 FEET SOUTHWEST OF END GUARD RAIL POST.  A KENTUCKY
 GB0440'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN DRILL HOLE IN THE TOP
 GB0440'OF THE NORTHWEST WINGWALL OF WEST BRIDGE AND STAMPED I-75 T-34 1968.
 GB0440
 GB0440                          STATION RECOVERY (2006)
 GB0440
 GB0440'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0433 ***********************************************************************
 GB0433  DESIGNATION -  I75 T 35
 GB0433  PID         -  GB0433
 GB0433  STATE/COUNTY-  KY/WHITLEY
 GB0433  USGS QUAD   -  WOFFORD (1982)
 GB0433
 GB0433                         *CURRENT SURVEY CONTROL
 GB0433  ___________________________________________________________________
 GB0433* NAD 83(1993)-  36 50 38.38569(N)    084 09 35.32726(W)     ADJUSTED  
 GB0433* NAVD 88     -       383.769  (meters)    1259.08   (feet)  ADJUSTED  
 GB0433  ___________________________________________________________________
 GB0433  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 GB0433  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 GB0433  DYNAMIC HT  -         383.455 (meters)    1258.05  (feet)  COMP
 GB0433  MODELED GRAV-     979,803.1   (mgal)                       NAVD 88
 GB0433
 GB0433  HORZ ORDER  -  SECOND
 GB0433  VERT ORDER  -  SECOND    CLASS 0
 GB0433
 GB0433.The horizontal coordinates were established by classical geodetic methods
 GB0433.and adjusted by the National Geodetic Survey in December 1995..
 GB0433
 GB0433.The orthometric height was determined by differential leveling
 GB0433.and adjusted by the National Geodetic Survey in June 1991..
 GB0433
 GB0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0433
 GB0433.The geoid height was determined by GEOID03.
 GB0433
 GB0433.The dynamic height is computed by dividing the NAVD 88
 GB0433.geopotential number by the normal gravity value computed on the
 GB0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0433.degrees latitude (g = 980.6199 gals.).
 GB0433
 GB0433.The modeled gravity was interpolated from observed gravity values.
 GB0433
 GB0433;                    North         East     Units Scale Factor Converg.
 GB0433;SPC KY1Z     - 1,057,885.648 1,641,836.317   MT  1.00006586   +0 58 34.7
 GB0433;SPC KY1Z     - 3,470,746.50  5,386,591.32   sFT  1.00006586   +0 58 34.7
 GB0433;SPC KY S     -   557,863.672   641,824.555   MT  0.99998176   +0 57 51.8
 GB0433;SPC KY S     - 1,830,257.73  2,105,719.39   sFT  0.99998176   +0 57 51.8
 GB0433;UTM  16      - 4,081,332.251   753,253.386   MT  1.00039022   +1 42 14.4
 GB0433
 GB0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0433!SPC KY1Z     -   0.99994445  x   1.00006586  =   1.00001031
 GB0433!SPC KY S     -   0.99994445  x   0.99998176  =   0.99992621
 GB0433!UTM  16      -   0.99994445  x   1.00039022  =   1.00033465
 GB0433
 GB0433|---------------------------------------------------------------------|
 GB0433| PID    Reference Object                     Distance      Geod. Az  |
 GB0433|                                                           dddmmss.s |
 GB0433| GB0434 I75 T 35 RM 1                         7.464 METERS 12259     |
 GB0433| GB0436 I75 T 35 AZ MK                                     2045118.9 |
 GB0433| GB0435 I75 T 35 RM 2                         9.004 METERS 21409     |
 GB0433|---------------------------------------------------------------------|
 GB0433
 GB0433                          SUPERSEDED SURVEY CONTROL
 GB0433
 GB0433  NAD 83(1986)-  36 50 38.39486(N)    084 09 35.33307(W) AD(       ) 2
 GB0433  NAD 27      -  36 50 38.09328(N)    084 09 35.58500(W) AD(       ) 2
 GB0433  NGVD 29 (??/??/92)  383.936  (m)         1259.63   (f) ADJ UNCH    2 0
 GB0433
 GB0433.Superseded values are not recommended for survey control.
 GB0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0433.See file dsdata.txt to determine how the superseded data were derived.
 GB0433
 GB0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5325381332(NAD 83)
 GB0433_MARKER: DD = SURVEY DISK
 GB0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0433_SP_SET: CONCRETE
 GB0433_STAMPING: I-75 T-35 1968
 GB0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0433
 GB0433  HISTORY     - Date     Condition        Report By
 GB0433  HISTORY     - 1968     MONUMENTED       KYHD
 GB0433  HISTORY     - 1968     GOOD             PAS
 GB0433
 GB0433                          STATION DESCRIPTION
 GB0433
 GB0433'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968 (LW)
 GB0433'STATION IS LOCATED ABOUT 7 MILES NORTH OF WILLIAMSBURG AND ABOUT 8
 GB0433'MILES SOUTHWEST OF
 GB0433'CORBIN.  IT IS ON THE EAST SIDE OF INTERSTATE ROUTE 75
 GB0433'AND APPROXIMATELY 400 FEET
 GB0433'NORTH OF AN OVERPASS.
 GB0433'
 GB0433'TO REACH THE STATION FROM THE INTERSTATE 75 AND U. S. HIGHWAY 25-W
 GB0433'INTERCHANGE (ABOUT 3-1/2
 GB0433'MILES NORTHWEST OF WILLIAMSBURG), GO NORTH ON INTERSTATE
 GB0433'75 FOR 3.8 MILES TO STATION ON
 GB0433'RIGHT.
 GB0433'
 GB0433'STATION MARK IS ABOUT 30 FEET EAST OF AND ABOUT 40 FEET HIGHER THAN
 GB0433'THE EAST EDGE OF EAST
 GB0433'EMERGENCY STOPPING LANE, 83 FEET WEST OF EAST R/W FENCE
 GB0433'AND 1.6 FEET WEST OF METAL
 GB0433'WITNESS POST AND SIGN.  THE MARK IS FLUSH
 GB0433'AND THE DISK IS STAMPED I-75 T-35 1968.
 GB0433'
 GB0433'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 58.4 FEET WEST OF EAST
 GB0433'R/W FENCE.  THE MARK IS FLUSH
 GB0433'AND THE DISK IS STAMPED I-75 T-35 NO.  1 1968.
 GB0433'
 GB0433'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 82.2 FEET WEST OF EAST
 GB0433'R/W FENCE.  THE MARK IS FLUSH
 GB0433'AND THE DISK IS STAMPED I-75 T-35 NO.  2 1968.
 GB0433'
 GB0433'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTH ON INTERSTATE 75 FOR
 GB0433'0.6 MILE TO MARK ON RIGHT
 GB0433'NEAR WEST R/W FENCE.  IT IS 2.4 FEET EAST OF R/W
 GB0433'FENCE AND 1.5 FEET I-75 T-35 1968.
 GB0433'
 GB0433'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GB0433'DEPARTMENT OF HIGHWAYS
 GB0433'SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GB0433'
 GB0433'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GB0433
 GB0433                          STATION RECOVERY (1968)
 GB0433
 GB0433'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0433'7.3 MI NNW FROM WILLIAMSBURG.
 GB0433'ABOUT 3.8 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE
 GB0433'INTERSTATE 75 AND U.S. HIGHWAY 25-W INTERCHANGE, WHICH IS ABOUT
 GB0433'3 1/2 MILES NORTHWEST OF WILLIAMSBURG.  APPROXIMATLEY 400 FEET
 GB0433'NORTH OF AN OVERPASS, 30 FEET EAST OF AND ABOUT 40 FEET HIGHER
 GB0433'THAN THE EAST EDGE OF NORTH BOUND EMERGENCY STOPPING LANE, 83
 GB0433'FEET WEST OF THE EAST R/W FENCE AND 1.6 FEET WEST OF METAL
 GB0433'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 GB0433'TABLET SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED
 GB0433'I-75 T-35 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0436 ***********************************************************************
 GB0436  DESIGNATION -  I75 T 35 AZ MK
 GB0436  PID         -  GB0436
 GB0436  STATE/COUNTY-  KY/WHITLEY
 GB0436  USGS QUAD   -  WOFFORD (1982)
 GB0436
 GB0436                         *CURRENT SURVEY CONTROL
 GB0436  ___________________________________________________________________
 GB0436* NAD 83(1986)-  36 50 09.     (N)    084 09 52.     (W)     SCALED    
 GB0436* NAVD 88     -       350.657  (meters)    1150.45   (feet)  ADJUSTED  
 GB0436  ___________________________________________________________________
 GB0436  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GB0436  DYNAMIC HT  -         350.370 (meters)    1149.51  (feet)  COMP
 GB0436  MODELED GRAV-     979,802.5   (mgal)                       NAVD 88
 GB0436
 GB0436  VERT ORDER  -  SECOND    CLASS 0
 GB0436
 GB0436.The horizontal coordinates were scaled from a topographic map and have
 GB0436.an estimated accuracy of +/- 6 seconds.
 GB0436
 GB0436.The orthometric height was determined by differential leveling
 GB0436.and adjusted by the National Geodetic Survey in June 1991..
 GB0436
 GB0436.The geoid height was determined by GEOID03.
 GB0436
 GB0436.The dynamic height is computed by dividing the NAVD 88
 GB0436.geopotential number by the normal gravity value computed on the
 GB0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0436.degrees latitude (g = 980.6199 gals.).
 GB0436
 GB0436.The modeled gravity was interpolated from observed gravity values.
 GB0436
 GB0436;                    North         East    Units  Estimated Accuracy
 GB0436;SPC KY1Z     - 1,056,970.    1,641,440.      MT  (+/- 180 meters Scaled)
 GB0436
 GB0436                          SUPERSEDED SURVEY CONTROL
 GB0436
 GB0436  NGVD 29 (??/??/92)  350.824  (m)         1151.00   (f) ADJ UNCH    2 0
 GB0436
 GB0436.Superseded values are not recommended for survey control.
 GB0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0436.See file dsdata.txt to determine how the superseded data were derived.
 GB0436
 GB0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF528804(NAD 83)
 GB0436_MARKER: DD = SURVEY DISK
 GB0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0436_SP_SET: CONCRETE
 GB0436_STAMPING: I-75 T-35 1968
 GB0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0436+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2006
 GB0436
 GB0436  HISTORY     - Date     Condition        Report By
 GB0436  HISTORY     - 1968     MONUMENTED       KYHD
 GB0436  HISTORY     - 20060113 GOOD             KYTC
 GB0436
 GB0436                          STATION DESCRIPTION
 GB0436
 GB0436'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GB0436'6.7 MI NNW FROM WILLIAMSBURG.
 GB0436'ABOUT 3.2 MILES NORTH ALONG INTERSTATE 75 FROM THE INTERSTATE
 GB0436'75 AND U.S. HIGHWAY 25-W INTERCHANGE, WHICH IS ABOUT 3 1/2
 GB0436'MILES NORTHWEST OF WILLIAMSBURG.  ON THE WEST SIDE OF SOUTH
 GB0436'BOUND LANE, 2.4 FEET EAST OF WEST R/W FENCE AND 1.5 FEET EAST OF
 GB0436'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GB0436'SURVEY TABLET SET IN TOP OF CONCRETE FLUSH WITH GROUND AND
 GB0436'STAMPED I-75 T-35 1968.
 GB0436
 GB0436                          STATION RECOVERY (2006)
 GB0436
 GB0436'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0436'MARK IS 0.5 MILE SOUTH ALONG SOUTHBOUND I75 FROM MILE MARKER 19 AND
 GB0436'ABOUT 9 FEET NORTH OF WARNING POST AND SIGN FOR TRANSCONTINENTAL
 GB0436'CABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0434 ***********************************************************************
 GB0434  DESIGNATION -  I75 T 35 RM 1
 GB0434  PID         -  GB0434
 GB0434  STATE/COUNTY-  KY/WHITLEY
 GB0434  USGS QUAD   -  WOFFORD (1982)
 GB0434
 GB0434                         *CURRENT SURVEY CONTROL
 GB0434  ___________________________________________________________________
 GB0434* NAD 83(1986)-  36 50 38.     (N)    084 09 36.     (W)     SCALED    
 GB0434* NAVD 88     -       383.234  (meters)    1257.33   (feet)  ADJUSTED  
 GB0434  ___________________________________________________________________
 GB0434  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 GB0434  DYNAMIC HT  -         382.921 (meters)    1256.30  (feet)  COMP
 GB0434  MODELED GRAV-     979,803.1   (mgal)                       NAVD 88
 GB0434
 GB0434  VERT ORDER  -  SECOND    CLASS 0
 GB0434
 GB0434.The horizontal coordinates were scaled from a topographic map and have
 GB0434.an estimated accuracy of +/- 6 seconds.
 GB0434
 GB0434.The orthometric height was determined by differential leveling
 GB0434.and adjusted by the National Geodetic Survey in June 1991..
 GB0434
 GB0434.The geoid height was determined by GEOID03.
 GB0434
 GB0434.The dynamic height is computed by dividing the NAVD 88
 GB0434.geopotential number by the normal gravity value computed on the
 GB0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0434.degrees latitude (g = 980.6199 gals.).
 GB0434
 GB0434.The modeled gravity was interpolated from observed gravity values.
 GB0434
 GB0434;                    North         East    Units  Estimated Accuracy
 GB0434;SPC KY1Z     - 1,057,870.    1,641,820.      MT  (+/- 180 meters Scaled)
 GB0434
 GB0434                          SUPERSEDED SURVEY CONTROL
 GB0434
 GB0434  NGVD 29 (??/??/92)  383.401  (m)         1257.87   (f) ADJ UNCH    2 0
 GB0434
 GB0434.Superseded values are not recommended for survey control.
 GB0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0434.See file dsdata.txt to determine how the superseded data were derived.
 GB0434
 GB0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF532813(NAD 83)
 GB0434_MARKER: DD = SURVEY DISK
 GB0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0434_SP_SET: CONCRETE
 GB0434_STAMPING: I-75 T-35 1968
 GB0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0434
 GB0434  HISTORY     - Date     Condition        Report By
 GB0434  HISTORY     - 1968     MONUMENTED       PAS
 GB0434
 GB0434                          STATION DESCRIPTION
 GB0434
 GB0434'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0434'7.3 MI NNW FROM WILLIAMSBURG.
 GB0434'ABOUT 3.8 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE
 GB0434'INTERSTATE 75 AND U.S. HIGHWAY 25-W INTERCHANGE, WHICH IS ABOUT
 GB0434'3 1/2 MILES NORTHWEST OF WILLIAMSBURG.  APPROXIMATELY 400 FEET
 GB0434'NORTH OF AN OVERPASS, APPROXIMATELY 55 FEET EAST OF EAST EDGE OF
 GB0434'NORTH BOUND EMERGENCY STOPPING LANE, 58.4 FEET WEST OF THE EAST
 GB0434'R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET
 GB0434'IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-35 NO.
 GB0434'1 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0435 ***********************************************************************
 GB0435  DESIGNATION -  I75 T 35 RM 2
 GB0435  PID         -  GB0435
 GB0435  STATE/COUNTY-  KY/WHITLEY
 GB0435  USGS QUAD   -  WOFFORD (1982)
 GB0435
 GB0435                         *CURRENT SURVEY CONTROL
 GB0435  ___________________________________________________________________
 GB0435* NAD 83(1986)-  36 50 38.     (N)    084 09 36.     (W)     SCALED    
 GB0435* NAVD 88     -       382.007  (meters)    1253.30   (feet)  ADJUSTED  
 GB0435  ___________________________________________________________________
 GB0435  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 GB0435  DYNAMIC HT  -         381.696 (meters)    1252.28  (feet)  COMP
 GB0435  MODELED GRAV-     979,803.1   (mgal)                       NAVD 88
 GB0435
 GB0435  VERT ORDER  -  SECOND    CLASS 0
 GB0435
 GB0435.The horizontal coordinates were scaled from a topographic map and have
 GB0435.an estimated accuracy of +/- 6 seconds.
 GB0435
 GB0435.The orthometric height was determined by differential leveling
 GB0435.and adjusted by the National Geodetic Survey in June 1991..
 GB0435
 GB0435.The geoid height was determined by GEOID03.
 GB0435
 GB0435.The dynamic height is computed by dividing the NAVD 88
 GB0435.geopotential number by the normal gravity value computed on the
 GB0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0435.degrees latitude (g = 980.6199 gals.).
 GB0435
 GB0435.The modeled gravity was interpolated from observed gravity values.
 GB0435
 GB0435;                    North         East    Units  Estimated Accuracy
 GB0435;SPC KY1Z     - 1,057,870.    1,641,820.      MT  (+/- 180 meters Scaled)
 GB0435
 GB0435                          SUPERSEDED SURVEY CONTROL
 GB0435
 GB0435  NGVD 29 (??/??/92)  382.175  (m)         1253.85   (f) ADJ UNCH    2 0
 GB0435
 GB0435.Superseded values are not recommended for survey control.
 GB0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0435.See file dsdata.txt to determine how the superseded data were derived.
 GB0435
 GB0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF532813(NAD 83)
 GB0435_MARKER: DD = SURVEY DISK
 GB0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0435_SP_SET: CONCRETE
 GB0435_STAMPING: I-75 T-35 NO 2 1968
 GB0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0435
 GB0435  HISTORY     - Date     Condition        Report By
 GB0435  HISTORY     - 1968     MONUMENTED       PAS
 GB0435
 GB0435                          STATION DESCRIPTION
 GB0435
 GB0435'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0435'7.3 MI NNW FROM WILLIAMSBURG.
 GB0435'ABOUT 3.8 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE
 GB0435'INTERSTATE 75 AND U.S. HIGHWAY 25-W INTERCHANGE, WHICH IS ABOUT
 GB0435'3 1/2 MILES NORTHWEST OF WILLIAMSBURG.  APPROXIMATELY 400 FEET
 GB0435'NORTH OF AN OVERPASS, APPROXIMATELY 30 FEET EAST OF THE EAST EDGE
 GB0435'OF NORTH BOUND EMERGENCY STOPPING LANE, 82 FEET WEST OF THE EAST
 GB0435'R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET
 GB0435'IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-35 NO.
 GB0435'2 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0429 ***********************************************************************
 GB0429  DESIGNATION -  I75 T 36
 GB0429  PID         -  GB0429
 GB0429  STATE/COUNTY-  KY/WHITLEY
 GB0429  USGS QUAD   -  WOFFORD (1982)
 GB0429
 GB0429                         *CURRENT SURVEY CONTROL
 GB0429  ___________________________________________________________________
 GB0429* NAD 83(1993)-  36 52 03.58157(N)    084 08 49.42441(W)     ADJUSTED  
 GB0429* NAVD 88     -       352.686  (meters)    1157.10   (feet)  ADJUSTED  
 GB0429  ___________________________________________________________________
 GB0429  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 GB0429  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GB0429  DYNAMIC HT  -         352.398 (meters)    1156.16  (feet)  COMP
 GB0429  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 GB0429
 GB0429  HORZ ORDER  -  SECOND
 GB0429  VERT ORDER  -  SECOND    CLASS 0
 GB0429
 GB0429.The horizontal coordinates were established by classical geodetic methods
 GB0429.and adjusted by the National Geodetic Survey in December 1995..
 GB0429
 GB0429.The orthometric height was determined by differential leveling
 GB0429.and adjusted by the National Geodetic Survey in June 1991..
 GB0429
 GB0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0429
 GB0429.The geoid height was determined by GEOID03.
 GB0429
 GB0429.The dynamic height is computed by dividing the NAVD 88
 GB0429.geopotential number by the normal gravity value computed on the
 GB0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0429.degrees latitude (g = 980.6199 gals.).
 GB0429
 GB0429.The modeled gravity was interpolated from observed gravity values.
 GB0429
 GB0429;                    North         East     Units Scale Factor Converg.
 GB0429;SPC KY1Z     - 1,060,531.161 1,642,928.398   MT  1.00005858   +0 59 02.9
 GB0429;SPC KY1Z     - 3,479,425.98  5,390,174.25   sFT  1.00005858   +0 59 02.9
 GB0429;SPC KY S     -   560,508.739   642,917.100   MT  0.99997833   +0 58 19.6
 GB0429;SPC KY S     - 1,838,935.75  2,109,303.85   sFT  0.99997833   +0 58 19.6
 GB0429;UTM  16      - 4,083,992.308   754,312.113   MT  1.00039683   +1 42 45.3
 GB0429
 GB0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0429!SPC KY1Z     -   0.99994933  x   1.00005858  =   1.00000791
 GB0429!SPC KY S     -   0.99994933  x   0.99997833  =   0.99992766
 GB0429!UTM  16      -   0.99994933  x   1.00039683  =   1.00034614
 GB0429
 GB0429|---------------------------------------------------------------------|
 GB0429| PID    Reference Object                     Distance      Geod. Az  |
 GB0429|                                                           dddmmss.s |
 GB0429| GB0430 I75 T 36 RM 1                         8.878 METERS 02024     |
 GB0429| GB0432 I75 T 36 AZ MK                                     2023827.8 |
 GB0429| GB0431 I75 T 36 RM 2                         5.209 METERS 27620     |
 GB0429| GB0428 I75 T 37 AZ MK                      APPROX. 1.1 KM 3444623.8 |
 GB0429|---------------------------------------------------------------------|
 GB0429
 GB0429                          SUPERSEDED SURVEY CONTROL
 GB0429
 GB0429  NAD 83(1986)-  36 52 03.59055(N)    084 08 49.43077(W) AD(       ) 2
 GB0429  NAD 27      -  36 52 03.28992(N)    084 08 49.68957(W) AD(       ) 2
 GB0429  NGVD 29 (??/??/92)  352.850  (m)         1157.64   (f) ADJ UNCH    2 0
 GB0429
 GB0429.Superseded values are not recommended for survey control.
 GB0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0429.See file dsdata.txt to determine how the superseded data were derived.
 GB0429
 GB0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5431283992(NAD 83)
 GB0429_MARKER: DD = SURVEY DISK
 GB0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0429_SP_SET: CONCRETE
 GB0429_STAMPING: I-75 T-36 1968
 GB0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0429
 GB0429  HISTORY     - Date     Condition        Report By
 GB0429  HISTORY     - 1968     MONUMENTED       KYHD
 GB0429  HISTORY     - 1968     GOOD             PAS
 GB0429
 GB0429                          STATION DESCRIPTION
 GB0429
 GB0429'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968 (LW)
 GB0429'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF CORBIN, ON THE EAST
 GB0429'SIDE OF INTERSTATE
 GB0429'ROUTE 75.
 GB0429'
 GB0429'TO REACH THE STATION FROM THE INTERSTATE 75 AND U.S. HIGHWAY 25-W
 GB0429'INTERCHANGE (ABOUT 2-1/2
 GB0429'MILES SOUTHWEST OF CORBIN), GO SOUTH ON INTERSTATE 75
 GB0429'FOR 3.7 MILES TO STATION ON
 GB0429'LEFT.
 GB0429'
 GB0429'STATION MARK IS APPROXIMATELY 200 FEET EAST OF AND ABOUT 50 FEET
 GB0429'HIGHER THAN THE CENTER OF
 GB0429'NORTH BOUND LANE, 60 FEET WEST OF EAST R/W FENCE, 31
 GB0429'FEET WEST OF A 12-INCH PINE
 GB0429'TREE, 10 FEET WEST OF WOODS LINE AND 2.3
 GB0429'FEET WEST OF METAL WITNESS POST AND SIGN.  THE
 GB0429'MARK IS SET IN TOP OF
 GB0429'CONCRETE FLUSH WITH GROUND AND THE DISK IS STAMPED I-75 T-36
 GB0429'1968.
 GB0429'
 GB0429'REFERENCE MARK NO. 1 IS NORTH OF STATION, 35 FEET NORTHWEST OF
 GB0429'12-INCH PINE TREE AND 5
 GB0429'FEET WEST OF WOODS LINE.  THE MARK IS SET IN TOP OF
 GB0429'CONCRETE FLUSH WITH GROUND
 GB0429'AND THE DISK IS STAMPED I-75 T-36 NO.  1
 GB0429'1968.
 GB0429'
 GB0429'REFERENCE MARK NO. 2 IS WEST OF STATION, 49 FEET WEST OF 12-INCH PINE
 GB0429'TREE AND 28 FEET WEST OF
 GB0429'WOODS LINE.  THE MARK IS SET IN TOP OF CONCRETE FLUSH
 GB0429'WITH GROUND AND THE DISK IS
 GB0429'STAMPED I-75 T-36 NO.  2 1968.
 GB0429'
 GB0429'TO REACH THE AZIMUTH MARK FROM STATION, CONTINUE SOUTH ON INTERSTATE
 GB0429'75 FOR 0.5 MILE TO A LARGE
 GB0429'CONCRETE BOX TYPE CULVERT OVER A GRAVEL ROAD AND MARK
 GB0429'ON RIGHT.  IT IS APPROXIMATELY 50
 GB0429'FEET WEST OF THE CENTER OF SOUTH
 GB0429'BOUND LANE, 25 FEET WEST OF METAL GUARD RAIL AND
 GB0429'APPROXIMATELY 15
 GB0429'FEET SOUTH OF A POINT OVER THE CENTER OF GRAVEL ROAD.  THE MARK IS
 GB0429'SET IN DRILL
 GB0429'HOLE IN THE TOP OF THE SOUTH END OF WEST CONCRETE
 GB0429'HEADWALL OF BOX CULVERT AND THE
 GB0429'DISK IS STAMPED I-75 T-36 1968.
 GB0429'
 GB0429'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GB0429'DEPARTMENT OF HIGHWAYS
 GB0429'SURVEY TABLETS SET AS DESCRIBED.
 GB0429'
 GB0429'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GB0429
 GB0429                          STATION RECOVERY (1968)
 GB0429
 GB0429'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0429'6 MI SW FROM CORBIN.
 GB0429'ABOUT 3.7 MILES SOUTH ALONG INTERSTATE HIGHWAY 75 FROM THE
 GB0429'INTERSTATE 75 AND U.S. HIGHWAY 25-W INTERCHANGE, WHICH IS ABOUT
 GB0429'2 3/4 MILES SOUTHWEST OF CORBIN.  APPROXIMATELY 200 FEET EAST OF
 GB0429'AND ABOUT 50 FEET HIGHER THAN THE CENTER OF NORTH BOUND LANE,
 GB0429'60 FEET WEST OF THE EAST R/W FENCE, 31 FEET WEST OF A 12-INCH
 GB0429'PINE TREE, 10 FEET WEST OF WOODS LINE AND 2.3 FEET WEST OF METAL
 GB0429'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GB0429'SURVEY TABLET SET IN TOP OF CONCRETE FLUSH WITH GROUND AND
 GB0429'STAMPED I-75 T-36 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0432 ***********************************************************************
 GB0432  DESIGNATION -  I75 T 36 AZ MK
 GB0432  PID         -  GB0432
 GB0432  STATE/COUNTY-  KY/WHITLEY
 GB0432  USGS QUAD   -  WOFFORD (1982)
 GB0432
 GB0432                         *CURRENT SURVEY CONTROL
 GB0432  ___________________________________________________________________
 GB0432* NAD 83(1986)-  36 51 38.     (N)    084 09 02.     (W)     SCALED    
 GB0432* NAVD 88     -       334.692  (meters)    1098.07   (feet)  ADJUSTED  
 GB0432  ___________________________________________________________________
 GB0432  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 GB0432  DYNAMIC HT  -         334.418 (meters)    1097.17  (feet)  COMP
 GB0432  MODELED GRAV-     979,803.9   (mgal)                       NAVD 88
 GB0432
 GB0432  VERT ORDER  -  SECOND    CLASS 0
 GB0432
 GB0432.The horizontal coordinates were scaled from a topographic map and have
 GB0432.an estimated accuracy of +/- 6 seconds.
 GB0432
 GB0432.The orthometric height was determined by differential leveling
 GB0432.and adjusted by the National Geodetic Survey in June 1991..
 GB0432
 GB0432.The geoid height was determined by GEOID03.
 GB0432
 GB0432.The dynamic height is computed by dividing the NAVD 88
 GB0432.geopotential number by the normal gravity value computed on the
 GB0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0432.degrees latitude (g = 980.6199 gals.).
 GB0432
 GB0432.The modeled gravity was interpolated from observed gravity values.
 GB0432
 GB0432;                    North         East    Units  Estimated Accuracy
 GB0432;SPC KY1Z     - 1,059,740.    1,642,630.      MT  (+/- 180 meters Scaled)
 GB0432
 GB0432                          SUPERSEDED SURVEY CONTROL
 GB0432
 GB0432  NGVD 29 (??/??/92)  334.857  (m)         1098.61   (f) ADJ UNCH    2 0
 GB0432
 GB0432.Superseded values are not recommended for survey control.
 GB0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0432.See file dsdata.txt to determine how the superseded data were derived.
 GB0432
 GB0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF540831(NAD 83)
 GB0432_MARKER: DD = SURVEY DISK
 GB0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0432_SP_SET: CULVERT
 GB0432_STAMPING: I-75 T-36 1968
 GB0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0432+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2006
 GB0432
 GB0432  HISTORY     - Date     Condition        Report By
 GB0432  HISTORY     - 1968     MONUMENTED       KYHD
 GB0432  HISTORY     - 20060113 GOOD             KYTC
 GB0432
 GB0432                          STATION DESCRIPTION
 GB0432
 GB0432'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968
 GB0432'6.5 MI SW FROM CORBIN.
 GB0432'ABOUT 4.2 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE
 GB0432'INTERSTATE 75 AND U.S. HIGHWAY 25-W INTERCHANGE, WHICH IS ABOUT
 GB0432'2 3/4 MILES SOUTHWEST OF CORBIN.  AT THE SOUTH END OF A LARGE
 GB0432'CONCRETE BOX TYPE CULVERT OVER A GRAVEL ROAD, ABOUT 50 FEET WEST
 GB0432'OF THE CENTER OF SOUTH BOUND LANE, 25 FEET WEST OF METAL GUARD
 GB0432'RAIL AND ABOUT 15 FEET SOUTH OF A POINT OVER THE CENTER OF GRAVEL
 GB0432'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN
 GB0432'DRILL HOLE IN THE TOP OF THE SOUTH END OF WEST CONCRETE HEADWALL
 GB0432'OF BOX CULVERT AND STAMPED I-75 T-36 1968.
 GB0432
 GB0432                          STATION RECOVERY (2006)
 GB0432
 GB0432'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0432'MARK IS 0.6 MILE SOUTH ALONG SOUTHBOUND I75 FROM MILE MARKER 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0430 ***********************************************************************
 GB0430  DESIGNATION -  I75 T 36 RM 1
 GB0430  PID         -  GB0430
 GB0430  STATE/COUNTY-  KY/WHITLEY
 GB0430  USGS QUAD   -  WOFFORD (1982)
 GB0430
 GB0430                         *CURRENT SURVEY CONTROL
 GB0430  ___________________________________________________________________
 GB0430* NAD 83(1986)-  36 52 03.     (N)    084 08 49.     (W)     SCALED    
 GB0430* NAVD 88     -       352.315  (meters)    1155.89   (feet)  ADJUSTED  
 GB0430  ___________________________________________________________________
 GB0430  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GB0430  DYNAMIC HT  -         352.028 (meters)    1154.95  (feet)  COMP
 GB0430  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 GB0430
 GB0430  VERT ORDER  -  SECOND    CLASS 0
 GB0430
 GB0430.The horizontal coordinates were scaled from a topographic map and have
 GB0430.an estimated accuracy of +/- 6 seconds.
 GB0430
 GB0430.The orthometric height was determined by differential leveling
 GB0430.and adjusted by the National Geodetic Survey in June 1991..
 GB0430
 GB0430.The geoid height was determined by GEOID03.
 GB0430
 GB0430.The dynamic height is computed by dividing the NAVD 88
 GB0430.geopotential number by the normal gravity value computed on the
 GB0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0430.degrees latitude (g = 980.6199 gals.).
 GB0430
 GB0430.The modeled gravity was interpolated from observed gravity values.
 GB0430
 GB0430;                    North         East    Units  Estimated Accuracy
 GB0430;SPC KY1Z     - 1,060,510.    1,642,940.      MT  (+/- 180 meters Scaled)
 GB0430
 GB0430                          SUPERSEDED SURVEY CONTROL
 GB0430
 GB0430  NGVD 29 (??/??/92)  352.479  (m)         1156.42   (f) ADJ UNCH    2 0
 GB0430
 GB0430.Superseded values are not recommended for survey control.
 GB0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0430.See file dsdata.txt to determine how the superseded data were derived.
 GB0430
 GB0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF543839(NAD 83)
 GB0430_MARKER: DD = SURVEY DISK
 GB0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0430_SP_SET: CONCRETE
 GB0430_STAMPING: I-75 T-36 NO 1 1968
 GB0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0430
 GB0430  HISTORY     - Date     Condition        Report By
 GB0430  HISTORY     - 1968     MONUMENTED       PAS
 GB0430
 GB0430                          STATION DESCRIPTION
 GB0430
 GB0430'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0430'6 MI SW FROM CORBIN.
 GB0430'ABOUT 3.7 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE
 GB0430'INTERSTATE 75 AND U.S. HIGHWAY 25-W INTERCHANGE WHICH IS ABOUT
 GB0430'2 3/4 MILES SW OF CORBIN.  MARK IS ON THE EAST SIDE OF NORTH
 GB0430'BOUND LANE, 35 FEET NORTHWEST OF A 12-INCH PINE TREE, ABOUT 55
 GB0430'FEET WEST OF EAST R/W FENCE AND 5 FEET WEST OF WOODS LINE.  A
 GB0430'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 GB0430'CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-36 NO. 1 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0431 ***********************************************************************
 GB0431  DESIGNATION -  I75 T 36 RM 2
 GB0431  PID         -  GB0431
 GB0431  STATE/COUNTY-  KY/WHITLEY
 GB0431  USGS QUAD   -  WOFFORD (1982)
 GB0431
 GB0431                         *CURRENT SURVEY CONTROL
 GB0431  ___________________________________________________________________
 GB0431* NAD 83(1986)-  36 52 03.     (N)    084 08 49.     (W)     SCALED    
 GB0431* NAVD 88     -       350.766  (meters)    1150.80   (feet)  ADJUSTED  
 GB0431  ___________________________________________________________________
 GB0431  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GB0431  DYNAMIC HT  -         350.480 (meters)    1149.87  (feet)  COMP
 GB0431  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 GB0431
 GB0431  VERT ORDER  -  SECOND    CLASS 0
 GB0431
 GB0431.The horizontal coordinates were scaled from a topographic map and have
 GB0431.an estimated accuracy of +/- 6 seconds.
 GB0431
 GB0431.The orthometric height was determined by differential leveling
 GB0431.and adjusted by the National Geodetic Survey in June 1991..
 GB0431
 GB0431.The geoid height was determined by GEOID03.
 GB0431
 GB0431.The dynamic height is computed by dividing the NAVD 88
 GB0431.geopotential number by the normal gravity value computed on the
 GB0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0431.degrees latitude (g = 980.6199 gals.).
 GB0431
 GB0431.The modeled gravity was interpolated from observed gravity values.
 GB0431
 GB0431;                    North         East    Units  Estimated Accuracy
 GB0431;SPC KY1Z     - 1,060,510.    1,642,940.      MT  (+/- 180 meters Scaled)
 GB0431
 GB0431                          SUPERSEDED SURVEY CONTROL
 GB0431
 GB0431  NGVD 29 (??/??/92)  350.929  (m)         1151.34   (f) ADJ UNCH    2 0
 GB0431
 GB0431.Superseded values are not recommended for survey control.
 GB0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0431.See file dsdata.txt to determine how the superseded data were derived.
 GB0431
 GB0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF543839(NAD 83)
 GB0431_MARKER: DD = SURVEY DISK
 GB0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0431_SP_SET: CONCRETE
 GB0431_STAMPING: I-75 T-36 NO 2 1968
 GB0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0431
 GB0431  HISTORY     - Date     Condition        Report By
 GB0431  HISTORY     - 1968     MONUMENTED       PAS
 GB0431
 GB0431                          STATION DESCRIPTION
 GB0431
 GB0431'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0431'6 MI SW FROM CORBIN.
 GB0431'ABOUT 3.7 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE
 GB0431'INTERSTATE 75 AND U.S. HIGHWAY 25-W INTERCHANGE, WHICH IS ABOUT
 GB0431'2 3/4 MILES SOUTHWEST OF CORBIN.  MARK IS ON THE EAST SIDE OF
 GB0431'NORTH BOUND LANE, ABOUT 78 FEET WEST OF THE EAST R/W FENCE, 49
 GB0431'FEET WEST OF A 12-INCH PINE TREE AND 28 FEET WEST OF WOODS LINE.
 GB0431'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 GB0431'CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-36 NO. 2 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0425 ***********************************************************************
 GB0425  DESIGNATION -  I75 T 37
 GB0425  PID         -  GB0425
 GB0425  STATE/COUNTY-  KY/WHITLEY
 GB0425  USGS QUAD   -  VOX (1982)
 GB0425
 GB0425                         *CURRENT SURVEY CONTROL
 GB0425  ___________________________________________________________________
 GB0425* NAD 83(1993)-  36 53 17.80438(N)    084 08 58.91479(W)     ADJUSTED  
 GB0425* NAVD 88     -       362.330  (meters)    1188.74   (feet)  ADJUSTED  
 GB0425  ___________________________________________________________________
 GB0425  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 GB0425  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GB0425  DYNAMIC HT  -         362.035 (meters)    1187.78  (feet)  COMP
 GB0425  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 GB0425
 GB0425  HORZ ORDER  -  SECOND
 GB0425  VERT ORDER  -  SECOND    CLASS 0
 GB0425
 GB0425.The horizontal coordinates were established by classical geodetic methods
 GB0425.and adjusted by the National Geodetic Survey in December 1995..
 GB0425
 GB0425.The orthometric height was determined by differential leveling
 GB0425.and adjusted by the National Geodetic Survey in June 1991..
 GB0425
 GB0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0425
 GB0425.The geoid height was determined by GEOID03.
 GB0425
 GB0425.The dynamic height is computed by dividing the NAVD 88
 GB0425.geopotential number by the normal gravity value computed on the
 GB0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0425.degrees latitude (g = 980.6199 gals.).
 GB0425
 GB0425.The modeled gravity was interpolated from observed gravity values.
 GB0425
 GB0425;                    North         East     Units Scale Factor Converg.
 GB0425;SPC KY1Z     - 1,062,814.946 1,642,654.123   MT  1.00005238   +0 58 57.1
 GB0425;SPC KY1Z     - 3,486,918.70  5,389,274.40   sFT  1.00005238   +0 58 57.1
 GB0425;SPC KY S     -   562,792.402   642,643.325   MT  0.99997549   +0 58 13.9
 GB0425;SPC KY S     - 1,846,428.07  2,108,405.64   sFT  0.99997549   +0 58 13.9
 GB0425;UTM  16      - 4,086,273.195   754,008.705   MT  1.00039493   +1 42 42.6
 GB0425
 GB0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0425!SPC KY1Z     -   0.99994782  x   1.00005238  =   1.00000020
 GB0425!SPC KY S     -   0.99994782  x   0.99997549  =   0.99992331
 GB0425!UTM  16      -   0.99994782  x   1.00039493  =   1.00034273
 GB0425
 GB0425:                Primary Azimuth Mark                     Grid Az
 GB0425:SPC KY1Z     -  I75 T 38 AZ MK                           042 21 04.8
 GB0425:SPC KY S     -  I75 T 38 AZ MK                           042 21 48.0
 GB0425:UTM  16      -  I75 T 38 AZ MK                           041 37 19.3
 GB0425
 GB0425|---------------------------------------------------------------------|
 GB0425| PID    Reference Object                     Distance      Geod. Az  |
 GB0425|                                                           dddmmss.s |
 GB0425| GB0424 I75 T 38 AZ MK                      APPROX. 1.0 KM 0432001.9 |
 GB0425| GB0428 I75 T 37 AZ MK                      APPROX. 1.2 KM 1821322.8 |
 GB0425| GB0426 I75 T 37 RM 1                        13.378 METERS 20414     |
 GB0425| GB0427 I75 T 37 RM 2                         7.261 METERS 29952     |
 GB0425|---------------------------------------------------------------------|
 GB0425
 GB0425                          SUPERSEDED SURVEY CONTROL
 GB0425
 GB0425  NAD 83(1986)-  36 53 17.81244(N)    084 08 58.92127(W) AD(       ) 2
 GB0425  NAD 27      -  36 53 17.50870(N)    084 08 59.18203(W) AD(       ) 2
 GB0425  NGVD 29 (??/??/92)  362.492  (m)         1189.28   (f) ADJ UNCH    2 0
 GB0425
 GB0425.Superseded values are not recommended for survey control.
 GB0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0425.See file dsdata.txt to determine how the superseded data were derived.
 GB0425
 GB0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5400986273(NAD 83)
 GB0425_MARKER: DD = SURVEY DISK
 GB0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0425_SP_SET: CONCRETE
 GB0425_STAMPING: I-75 T-37 1968
 GB0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0425
 GB0425  HISTORY     - Date     Condition        Report By
 GB0425  HISTORY     - 1968     MONUMENTED       KYHD
 GB0425  HISTORY     - 1968     GOOD             PAS
 GB0425
 GB0425                          STATION DESCRIPTION
 GB0425
 GB0425'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968 (LW)
 GB0425'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF CORBIN, NEAR THE WEST
 GB0425'R/W FENCE OF INTERSTATE
 GB0425'ROUTE 75.
 GB0425'
 GB0425'TO REACH THE STATION FROM THE INTERSTATE 75 AND U. S. HIGHWAY 25-W
 GB0425'INTERCHANGE (ABOUT 2-1/2
 GB0425'MILES SOUTHWEST OF CORBIN), GO SOUTH ON INTERSTATE ROUTE
 GB0425'75 FOR 2.2 MILES TO STATION ON
 GB0425'RIGHT ON TOP OF A SMALL BANK.
 GB0425'
 GB0425'STATION MARK IS ABOUT 150 FEET WEST OF THE CENTER OF SOUTH BOUND
 GB0425'LANE, 31.3 FEET
 GB0425'SOUTHEAST OF BRACE POST IN WEST R/W FENCE AND 1.1 FEET EAST OF
 GB0425'METAL WITNESS POST AND
 GB0425'SIGN.  THE MARK IS SET IN TOP OF CONCRETE
 GB0425'FLUSH WITH GROUND AND THE DISK IS STAMPED
 GB0425'I-75 T-37 1968.
 GB0425'
 GB0425'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF STATION, 63.3 FEET WEST OF
 GB0425'NORTH END OF METAL GUARD
 GB0425'RAIL AND 26.6 FEET EAST OF WEST R/W FENCE.  THE MARK
 GB0425'IS SET IN TOP OF CONCRETE FLUSH
 GB0425'WITH GROUND AND THE DISK IS STAMPED
 GB0425'I-75 T-37 NO.  1 1968.
 GB0425'
 GB0425'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF STATION, 16 FEET SOUTH OF
 GB0425'BRACE POST IN WEST R/W
 GB0425'FENCE AND 2 FEET EAST OF R/W FENCE.  THE MARK IS SET IN
 GB0425'TOP OF CONCRETE FLUSH WITH
 GB0425'GROUND AND THE DISK IS STAMPED I-75 T-37
 GB0425'NO.  2 1968.
 GB0425'
 GB0425'TO REACH THE AZIMUTH MARK FROM STATION, CONTINUE SOUTH ON INTERSTATE
 GB0425'75 FOR 0.8 MILE TO MARK ON
 GB0425'RIGHT NEAR TOP OF CUT.  IT IS APPROXIMATELY 125 FEET
 GB0425'WEST OF THE CENTER OF SOUTH BOUND
 GB0425'LANE, 37 FEET SOUTHEAST OF BRACE
 GB0425'POST IN R/W FENCE, 25 FEET EAST OF THE WEST R/W
 GB0425'FENCE AND
 GB0425'APPROXIMATELY 30 FEET LOWER THAN TOP OF CUT.  THE MARK IS SET IN
 GB0425'DRILL HOLE IN
 GB0425'THE TOP OF A LARGE SANDSTONE OUTCROP AND THE DISK IS
 GB0425'STAMPED I-75 T-37 1968.
 GB0425'
 GB0425'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GB0425'DEPARTMENT OF HIGHWAYS
 GB0425'SURVEY TABLETS SET AS DESCRIBED.
 GB0425'
 GB0425'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 GB0425
 GB0425                          STATION RECOVERY (1968)
 GB0425
 GB0425'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0425'5 MI SW FROM CORBIN.
 GB0425'ABOUT 2.2 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE
 GB0425'INTERSTATE 75 AND U.S. HIGHWAY 25-W INTERCHANGE, WHICH IS ABOUT
 GB0425'2 3/4 MILES SOUTHWEST OF CORBIN.  ABOUT 150 FEET WEST OF THE
 GB0425'CENTER OF SOUTH BOUND LANE, 31.3 FEET SOUTHEAST OF BRACE POST IN
 GB0425'WEST R/W FENCE AND 1.1 FEET EAST OF METAL WITNESS POST AND SIGN.
 GB0425'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 GB0425'CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-37 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0428 ***********************************************************************
 GB0428  DESIGNATION -  I75 T 37 AZ MK
 GB0428  PID         -  GB0428
 GB0428  STATE/COUNTY-  KY/WHITLEY
 GB0428  USGS QUAD   -  VOX (1982)
 GB0428
 GB0428                         *CURRENT SURVEY CONTROL
 GB0428  ___________________________________________________________________
 GB0428* NAD 83(1993)-  36 52 37.35989(N)    084 09 00.86903(W)     ADJUSTED  
 GB0428* NAVD 88     -       385.856  (meters)    1265.93   (feet)  ADJUSTED  
 GB0428  ___________________________________________________________________
 GB0428  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 GB0428  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GB0428  DYNAMIC HT  -         385.542 (meters)    1264.90  (feet)  COMP
 GB0428  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 GB0428
 GB0428  HORZ ORDER  -  SECOND
 GB0428  VERT ORDER  -  SECOND    CLASS 0
 GB0428
 GB0428.The horizontal coordinates were established by classical geodetic methods
 GB0428.and adjusted by the National Geodetic Survey in December 1995..
 GB0428
 GB0428.The orthometric height was determined by differential leveling
 GB0428.and adjusted by the National Geodetic Survey in June 1991..
 GB0428
 GB0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0428
 GB0428.The geoid height was determined by GEOID03.
 GB0428
 GB0428.The dynamic height is computed by dividing the NAVD 88
 GB0428.geopotential number by the normal gravity value computed on the
 GB0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0428.degrees latitude (g = 980.6199 gals.).
 GB0428
 GB0428.The modeled gravity was interpolated from observed gravity values.
 GB0428
 GB0428;                    North         East     Units Scale Factor Converg.
 GB0428;SPC KY1Z     - 1,061,567.470 1,642,627.110   MT  1.00005575   +0 58 55.9
 GB0428;SPC KY1Z     - 3,482,825.94  5,389,185.78   sFT  1.00005575   +0 58 55.9
 GB0428;SPC KY S     -   561,545.028   642,616.053   MT  0.99997702   +0 58 12.7
 GB0428;SPC KY S     - 1,842,335.65  2,108,316.17   sFT  0.99997702   +0 58 12.7
 GB0428;UTM  16      - 4,085,025.051   753,997.564   MT  1.00039486   +1 42 39.8
 GB0428
 GB0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0428!SPC KY1Z     -   0.99994413  x   1.00005575  =   0.99999987
 GB0428!SPC KY S     -   0.99994413  x   0.99997702  =   0.99992115
 GB0428!UTM  16      -   0.99994413  x   1.00039486  =   1.00033896
 GB0428
 GB0428:                Primary Azimuth Mark                     Grid Az
 GB0428:SPC KY1Z     -  I75 T 37                                 001 14 25.8
 GB0428:SPC KY S     -  I75 T 37                                 001 15 09.0
 GB0428:UTM  16      -  I75 T 37                                 000 30 41.9
 GB0428
 GB0428|---------------------------------------------------------------------|
 GB0428| PID    Reference Object                     Distance      Geod. Az  |
 GB0428|                                                           dddmmss.s |
 GB0428| GB0425 I75 T 37                            APPROX. 1.2 KM 0021321.7 |
 GB0428|---------------------------------------------------------------------|
 GB0428
 GB0428                          SUPERSEDED SURVEY CONTROL
 GB0428
 GB0428  NAD 83(1986)-  36 52 37.36848(N)    084 09 00.87540(W) AD(       ) 2
 GB0428  NAD 27      -  36 52 37.06604(N)    084 09 01.13463(W) AD(       ) 2
 GB0428  NGVD 29 (??/??/92)  386.019  (m)         1266.46   (f) ADJ UNCH    2 0
 GB0428
 GB0428.Superseded values are not recommended for survey control.
 GB0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0428.See file dsdata.txt to determine how the superseded data were derived.
 GB0428
 GB0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5399885025(NAD 83)
 GB0428_MARKER: DD = SURVEY DISK
 GB0428_SETTING: 66 = SET IN ROCK OUTCROP
 GB0428_SP_SET: ROCK OUTCROP
 GB0428_STAMPING: I-75 T 37 1968
 GB0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0428+STABILITY: POSITION/ELEVATION WELL
 GB0428
 GB0428  HISTORY     - Date     Condition        Report By
 GB0428  HISTORY     - 1968     MONUMENTED       KYHD
 GB0428  HISTORY     - 1968     GOOD             PAS
 GB0428
 GB0428                          STATION DESCRIPTION
 GB0428
 GB0428'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968 (LW)
 GB0428'STATION IS LOCATED ABOUT 5-3/4 MILES SOUTHWEST OF CORBIN, NEAR THE
 GB0428'TOP OF A CUT ON THE WEST
 GB0428'SIDE OF INTERSTATE ROUTE 75.  IT IS APPROXIMATELY 125
 GB0428'FEET WEST OF THE CENTER OF SOUTH
 GB0428'BOUND LANE, 37 FEET SOUTHEAST OF
 GB0428'BRACE POST IN R/W FENCE, 25 FEET EAST OF THE WEST
 GB0428'R/W FENCE AND ABOUT
 GB0428'30 FEET LOWER THAN TOP OF CUT.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GB0428'SURVEY TABLET SET
 GB0428'IN DRILL HOLE IN THE TOP OF A LARGE SANDSTONE
 GB0428'OUTCROP AND STAMPED I-75 T-37 1968.
 GB0428'
 GB0428'TO REACH THE STATION FROM THE INTERSTATE 75 AND U. S. HIGHWAY 25-W
 GB0428'INTERCHANGE (ABOUT 2-1/2
 GB0428'MILES SOUTHWEST OF CORBIN), GO SOUTH ON INTERSTATE 75
 GB0428'FOR 3.0 MILES TO STATION ON
 GB0428'RIGHT AS DESCRIBED.
 GB0428'
 GB0428'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 GB0428
 GB0428                          STATION RECOVERY (1968)
 GB0428
 GB0428'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0428'5.8 MI SW FROM CORBIN.
 GB0428'ABOUT 3.0 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE
 GB0428'INTERSTATE 75 AND U.S. HIGHWAY 25-W INTERCHANGE, WHICH IS ABOUT
 GB0428'2 3/4 MILES SOUTHWEST OF CORBIN.  APPROXIMATELY 125 FEET WEST OF
 GB0428'THE CENTER OF SOUTH BOUND LANE, 37 FEET SOUTHEAST OF BRACE POST
 GB0428'IN R/W FENCE, 25 FEET EAST OF THE WEST R/W FENCE AND ABOUT 30
 GB0428'FEET LOWER THAN THE TOP OF CUT.  A KENTUCKY DEPARTMENT OF
 GB0428'HIGHWAYS SURVEY TABLET SET IN DRILL HOLE IN THE TOP OF A LARGE
 GB0428'SANDSTONE OUTCROP AND STAMPED I-75 T-37 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0426 ***********************************************************************
 GB0426  DESIGNATION -  I75 T 37 RM 1
 GB0426  PID         -  GB0426
 GB0426  STATE/COUNTY-  KY/WHITLEY
 GB0426  USGS QUAD   -  VOX (1982)
 GB0426
 GB0426                         *CURRENT SURVEY CONTROL
 GB0426  ___________________________________________________________________
 GB0426* NAD 83(1986)-  36 53 17.     (N)    084 08 59.     (W)     SCALED    
 GB0426* NAVD 88     -       361.889  (meters)    1187.30   (feet)  ADJUSTED  
 GB0426  ___________________________________________________________________
 GB0426  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GB0426  DYNAMIC HT  -         361.595 (meters)    1186.33  (feet)  COMP
 GB0426  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 GB0426
 GB0426  VERT ORDER  -  SECOND    CLASS 0
 GB0426
 GB0426.The horizontal coordinates were scaled from a topographic map and have
 GB0426.an estimated accuracy of +/- 6 seconds.
 GB0426
 GB0426.The orthometric height was determined by differential leveling
 GB0426.and adjusted by the National Geodetic Survey in June 1991..
 GB0426
 GB0426.The geoid height was determined by GEOID03.
 GB0426
 GB0426.The dynamic height is computed by dividing the NAVD 88
 GB0426.geopotential number by the normal gravity value computed on the
 GB0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0426.degrees latitude (g = 980.6199 gals.).
 GB0426
 GB0426.The modeled gravity was interpolated from observed gravity values.
 GB0426
 GB0426;                    North         East    Units  Estimated Accuracy
 GB0426;SPC KY1Z     - 1,062,790.    1,642,650.      MT  (+/- 180 meters Scaled)
 GB0426
 GB0426                          SUPERSEDED SURVEY CONTROL
 GB0426
 GB0426  NGVD 29 (??/??/92)  362.051  (m)         1187.83   (f) ADJ UNCH    2 0
 GB0426
 GB0426.Superseded values are not recommended for survey control.
 GB0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0426.See file dsdata.txt to determine how the superseded data were derived.
 GB0426
 GB0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF540862(NAD 83)
 GB0426_MARKER: DD = SURVEY DISK
 GB0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0426_SP_SET: CONCRETE
 GB0426_STAMPING: I-75 T-37 NO 1 1968
 GB0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0426
 GB0426  HISTORY     - Date     Condition        Report By
 GB0426  HISTORY     - 1968     MONUMENTED       PAS
 GB0426
 GB0426                          STATION DESCRIPTION
 GB0426
 GB0426'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0426'5 MI SW FROM CORBIN.
 GB0426'ABOUT 2.2 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE
 GB0426'INTERSTATE 75 AND U.S. HIGHWAY 25-W INTERCHANGE, WHICH IS ABOUT
 GB0426'2 3/4 SOUTHWEST OF CORBIN.  63.3 FEET WEST OF NORTH END OF GUARD
 GB0426'RAIL AND 26.6 FEET EAST OF WEST R/W FENCE.  A KENTUCKY DEPARTMENT
 GB0426'OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE FLUSH WITH
 GB0426'GROUND AND STAMPED I-75 T-37 NO. 1 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0427 ***********************************************************************
 GB0427  DESIGNATION -  I75 T 37 RM 2
 GB0427  PID         -  GB0427
 GB0427  STATE/COUNTY-  KY/WHITLEY
 GB0427  USGS QUAD   -  VOX (1982)
 GB0427
 GB0427                         *CURRENT SURVEY CONTROL
 GB0427  ___________________________________________________________________
 GB0427* NAD 83(1986)-  36 53 17.     (N)    084 08 59.     (W)     SCALED    
 GB0427* NAVD 88     -       361.184  (meters)    1184.98   (feet)  ADJUSTED  
 GB0427  ___________________________________________________________________
 GB0427  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GB0427  DYNAMIC HT  -         360.890 (meters)    1184.02  (feet)  COMP
 GB0427  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 GB0427
 GB0427  VERT ORDER  -  SECOND    CLASS 0
 GB0427
 GB0427.The horizontal coordinates were scaled from a topographic map and have
 GB0427.an estimated accuracy of +/- 6 seconds.
 GB0427
 GB0427.The orthometric height was determined by differential leveling
 GB0427.and adjusted by the National Geodetic Survey in June 1991..
 GB0427
 GB0427.The geoid height was determined by GEOID03.
 GB0427
 GB0427.The dynamic height is computed by dividing the NAVD 88
 GB0427.geopotential number by the normal gravity value computed on the
 GB0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0427.degrees latitude (g = 980.6199 gals.).
 GB0427
 GB0427.The modeled gravity was interpolated from observed gravity values.
 GB0427
 GB0427;                    North         East    Units  Estimated Accuracy
 GB0427;SPC KY1Z     - 1,062,790.    1,642,650.      MT  (+/- 180 meters Scaled)
 GB0427
 GB0427                          SUPERSEDED SURVEY CONTROL
 GB0427
 GB0427  NGVD 29 (??/??/92)  361.346  (m)         1185.52   (f) ADJ UNCH    2 0
 GB0427
 GB0427.Superseded values are not recommended for survey control.
 GB0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0427.See file dsdata.txt to determine how the superseded data were derived.
 GB0427
 GB0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF540862(NAD 83)
 GB0427_MARKER: DD = SURVEY DISK
 GB0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0427_SP_SET: CONCRETE
 GB0427_STAMPING: I-75 T-37 NO 2 1968
 GB0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0427
 GB0427  HISTORY     - Date     Condition        Report By
 GB0427  HISTORY     - 1968     MONUMENTED       PAS
 GB0427
 GB0427                          STATION DESCRIPTION
 GB0427
 GB0427'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0427'5 MI SW FROM CORBIN.
 GB0427'ABOUT 2.2 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE
 GB0427'INTERSTATE 75 AND U.S. HIGHWAY 25-W INTERCHANGE, WHICH IS ABOUT
 GB0427'2 3/4 MILES SOUTHWEST OF CORBIN.  16 FEET SOUTH OF BRACE POST IN
 GB0427'WEST R/W FENCE AND 2 FEET EAST OF R/W FENCE.  A KENTUCKY
 GB0427'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE
 GB0427'FLUSH WITH GROUND AND STAMPED I-75 T-37 NO. 2 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2486 ***********************************************************************
 GB2486  DESIGNATION -  I75 T 38
 GB2486  PID         -  GB2486
 GB2486  STATE/COUNTY-  KY/WHITLEY
 GB2486  USGS QUAD   -  VOX (1982)
 GB2486
 GB2486                         *CURRENT SURVEY CONTROL
 GB2486  ___________________________________________________________________
 GB2486* NAD 83(1993)-  36 54 19.02318(N)    084 07 55.28853(W)     ADJUSTED  
 GB2486* NAVD 88     -       454.0    (meters)    1489.     (feet)  VERTCON   
 GB2486  ___________________________________________________________________
 GB2486  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 GB2486  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GB2486
 GB2486  HORZ ORDER  -  SECOND
 GB2486
 GB2486.The horizontal coordinates were established by classical geodetic methods
 GB2486.and adjusted by the National Geodetic Survey in December 1995..
 GB2486
 GB2486.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2486
 GB2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2486
 GB2486.The geoid height was determined by GEOID03.
 GB2486
 GB2486;                    North         East     Units Scale Factor Converg.
 GB2486;SPC KY1Z     - 1,064,729.089 1,644,196.740   MT  1.00004736   +0 59 36.1
 GB2486;SPC KY1Z     - 3,493,198.69  5,394,335.47   sFT  1.00004736   +0 59 36.1
 GB2486;SPC KY S     -   564,706.076   644,186.228   MT  0.99997324   +0 58 52.5
 GB2486;SPC KY S     - 1,852,706.52  2,113,467.65   sFT  0.99997324   +0 58 52.5
 GB2486;UTM  16      - 4,088,207.501   755,527.356   MT  1.00040446   +1 43 23.3
 GB2486
 GB2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2486!SPC KY1Z     -   0.99993344  x   1.00004736  =   0.99998079
 GB2486!SPC KY S     -   0.99993344  x   0.99997324  =   0.99990668
 GB2486!UTM  16      -   0.99993344  x   1.00040446  =   1.00033787
 GB2486
 GB2486|---------------------------------------------------------------------|
 GB2486| PID    Reference Object                     Distance      Geod. Az  |
 GB2486|                                                           dddmmss.s |
 GB2486| DC2325 I75 T 38 RM 1                         7.364 METERS 03254     |
 GB2486| GB0424 I75 T 38 AZ MK                      APPROX. 1.4 KM 2172501.3 |
 GB2486| DC2326 I75 T 38 RM 2                         6.745 METERS 29628     |
 GB2486|---------------------------------------------------------------------|
 GB2486
 GB2486                          SUPERSEDED SURVEY CONTROL
 GB2486
 GB2486  NAD 83(1986)-  36 54 19.03054(N)    084 07 55.29572(W) AD(       ) 2
 GB2486  NAD 27      -  36 54 18.72681(N)    084 07 55.56172(W) AD(       ) 2
 GB2486  NGVD 29 (07/19/86)  454.2    (m)         1490.     (f) VERT ANG       
 GB2486
 GB2486.Superseded values are not recommended for survey control.
 GB2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2486.See file dsdata.txt to determine how the superseded data were derived.
 GB2486
 GB2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5552788208(NAD 83)
 GB2486_MARKER: DD = SURVEY DISK
 GB2486_SETTING: 0 = UNSPECIFIED SETTING
 GB2486
 GB2486  HISTORY     - Date     Condition        Report By
 GB2486  HISTORY     - 1968     MONUMENTED       KYHD
 GB2486
 GB2486                          STATION DESCRIPTION
 GB2486
 GB2486'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968 (LW)
 GB2486'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF CORBIN.  ON THE
 GB2486'EAST SIDE OF INTERSTATE
 GB2486'ROUTE 75.  IT IS ON A HIGH CUT BANK ABOUT 100 FEET HIGHER
 GB2486'THAN INTERSTATE 75 AND ON THE
 GB2486'EAST SIDE OF NORTH BOUND LANE.  IT IS
 GB2486'ABOUT 0.2 MILE SOUTH OF MILE POST 24.
 GB2486'
 GB2486'TO REACH THE STATION FROM THE INTERSTATE 75 AND U. S. HIGHWAY 25-W
 GB2486'INTERCHANGE (ABOUT 2-1/2
 GB2486'MILES SOUTHWEST OF CORBIN), GO SOUTH ON INTERSTATE 75
 GB2486'FOR 0.9 MILE TO MARK ON LEFT ON
 GB2486'TOP OF HIGH CUT.
 GB2486'
 GB2486'STATION MARK IS 38.6 FEET NORTHWEST OF AN 18-INCH BLACK OAK TREE,
 GB2486'ABOUT 40 FEET WEST OF
 GB2486'HIGHEST POINT OF HILL AND 33 FEET SOUTHEAST OF EDGE OF CUT.
 GB2486'THE MARK IS SET IN DRILL
 GB2486'HOLE IN THE TOP OF SANDSTONE OUTCROP AND THE
 GB2486'DISK IS STAMPED I-75 T-38 1968.
 GB2486'
 GB2486'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, ABOUT 35 FEET EAST OF
 GB2486'EDGE OF CUT THE MARK IS SET
 GB2486'IN DRILL HOLE IN THE TOP OF SANDSTONE OUTCROP AND THE
 GB2486'DISK IS STAMPED I-75 T-38 NO.  1
 GB2486'1968.
 GB2486'
 GB2486'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, ABOUT 38 FEET EAST OF
 GB2486'EDGE OF CUT THE MARK IS SET
 GB2486'IN DRILL HOLE IN THE TOP OF SANDSTONE OUTCROP AND THE
 GB2486'DISK IS STAMPED I-75 T-38 NO.  2
 GB2486'1968.
 GB2486'
 GB2486'TO REACH THE AZIMUTH MARK FROM STATION, CONTINUE SOUTH ON INTERSTATE
 GB2486'75 FOR 0.8 MILE TO OVERPASS
 GB2486'AND MARK NEAR SOUTHEAST CORNER.  IT IS ABOUT 88 FEET
 GB2486'EAST OF A POINT OVER THE CENTER OF
 GB2486'NORTH BOUND LANE, 41 FEET WEST OF
 GB2486'THE EAST END OF BRIDGE AND 13 FEET SOUTH OF THE
 GB2486'CENTERLINE OF BRIDGE.
 GB2486'THE MARK IS SET IN DRILL HOLE IN THE TOP OF THE SOUTH BRIDGE
 GB2486'CURBING AND THE
 GB2486'DISK IS STAMPED I-75 T-38 1968.
 GB2486'
 GB2486'STATION, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY DEPARTMENT OF
 GB2486'HIGHWAYS SURVEY TABLETS SET
 GB2486'AS DESCRIBED.
 GB2486'
 GB2486'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0424 ***********************************************************************
 GB0424  DESIGNATION -  I75 T 38 AZ MK
 GB0424  PID         -  GB0424
 GB0424  STATE/COUNTY-  KY/WHITLEY
 GB0424  USGS QUAD   -  VOX (1982)
 GB0424
 GB0424                         *CURRENT SURVEY CONTROL
 GB0424  ___________________________________________________________________
 GB0424* NAD 83(1993)-  36 53 41.73271(N)    084 08 30.80610(W)     ADJUSTED  
 GB0424* NAVD 88     -       396.335  (meters)    1300.31   (feet)  ADJUSTED  
 GB0424  ___________________________________________________________________
 GB0424  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 GB0424  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GB0424  DYNAMIC HT  -         396.013 (meters)    1299.25  (feet)  COMP
 GB0424  MODELED GRAV-     979,806.6   (mgal)                       NAVD 88
 GB0424
 GB0424  HORZ ORDER  -  SECOND
 GB0424  VERT ORDER  -  SECOND    CLASS 0
 GB0424
 GB0424.The horizontal coordinates were established by classical geodetic methods
 GB0424.and adjusted by the National Geodetic Survey in December 1995..
 GB0424
 GB0424.The orthometric height was determined by differential leveling
 GB0424.and adjusted by the National Geodetic Survey in June 1991..
 GB0424
 GB0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0424
 GB0424.The geoid height was determined by GEOID03.
 GB0424
 GB0424.The dynamic height is computed by dividing the NAVD 88
 GB0424.geopotential number by the normal gravity value computed on the
 GB0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0424.degrees latitude (g = 980.6199 gals.).
 GB0424
 GB0424.The modeled gravity was interpolated from observed gravity values.
 GB0424
 GB0424;                    North         East     Units Scale Factor Converg.
 GB0424;SPC KY1Z     - 1,063,564.467 1,643,337.362   MT  1.00005041   +0 59 14.3
 GB0424;SPC KY1Z     - 3,489,377.76  5,391,516.00   sFT  1.00005041   +0 59 14.3
 GB0424;SPC KY S     -   563,541.723   643,326.668   MT  0.99997460   +0 58 30.9
 GB0424;SPC KY S     - 1,848,886.47  2,110,647.58   sFT  0.99997460   +0 58 30.9
 GB0424;UTM  16      - 4,087,031.615   754,682.580   MT  1.00039915   +1 43 00.4
 GB0424
 GB0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0424!SPC KY1Z     -   0.99994249  x   1.00005041  =   0.99999289
 GB0424!SPC KY S     -   0.99994249  x   0.99997460  =   0.99991709
 GB0424!UTM  16      -   0.99994249  x   1.00039915  =   1.00034161
 GB0424
 GB0424:                Primary Azimuth Mark                     Grid Az
 GB0424:SPC KY1Z     -  I75 T 38                                 036 25 25.7
 GB0424:SPC KY S     -  I75 T 38                                 036 26 09.1
 GB0424:UTM  16      -  I75 T 38                                 035 41 39.6
 GB0424
 GB0424|---------------------------------------------------------------------|
 GB0424| PID    Reference Object                     Distance      Geod. Az  |
 GB0424|                                                           dddmmss.s |
 GB0424| GB2486 I75 T 38                            APPROX. 1.4 KM 0372440.0 |
 GB0424|---------------------------------------------------------------------|
 GB0424
 GB0424                          SUPERSEDED SURVEY CONTROL
 GB0424
 GB0424  NAD 83(1986)-  36 53 41.74044(N)    084 08 30.81299(W) AD(       ) 2
 GB0424  NAD 27      -  36 53 41.43678(N)    084 08 31.07619(W) AD(       ) 2
 GB0424  NGVD 29 (??/??/92)  396.496  (m)         1300.84   (f) ADJ UNCH    2 0
 GB0424
 GB0424.Superseded values are not recommended for survey control.
 GB0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0424.See file dsdata.txt to determine how the superseded data were derived.
 GB0424
 GB0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5468387032(NAD 83)
 GB0424_MARKER: DD = SURVEY DISK
 GB0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0424_SP_SET: BRIDGE CURB
 GB0424_STAMPING: I75 T-38 1968
 GB0424_MARK LOGO: KYDT  
 GB0424_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0424+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 GB0424
 GB0424  HISTORY     - Date     Condition        Report By
 GB0424  HISTORY     - 1968     MONUMENTED       KYHD
 GB0424  HISTORY     - 1968     GOOD             PAS
 GB0424  HISTORY     - 19930801 GOOD             KYDT
 GB0424  HISTORY     - 19930803 GOOD             KYDT
 GB0424
 GB0424                          STATION DESCRIPTION
 GB0424
 GB0424'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1968 (LW)
 GB0424'STATION IS LOCATED ABOUT 4.3 MILES SOUTHWEST OF CORBIN.  IT IS NEAR
 GB0424'THE EAST END OF BRIDGE
 GB0424'OVER INTERSTATE ROUTE 75.  ABOUT 88 FEET EAST OF A
 GB0424'POINT OVER THE CENTER OF NORTH
 GB0424'BOUND LANE, 41 FEET WEST OF THE EAST
 GB0424'END OF BRIDGE AND 13 FEET SOUTH OF THE CENTER
 GB0424'LINE OF BRIDGE.  A
 GB0424'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN DRILL HOLE
 GB0424'IN THE TOP OF
 GB0424'THE SOUTH BRIDGE CURBING AND STAMPED I-75 T-38 1968.
 GB0424'
 GB0424'TO REACH THE STATION FROM THE INTERSTATE 75 AND U. S. HIGHWAY 25-W
 GB0424'INTERCHANGE (ABOUT 2-1/2
 GB0424'MILES SOUTHWEST OF CORBIN), GO SOUTH ON INTERSTATE 75
 GB0424'FOR 1.7 MILES TO STATION ON
 GB0424'LEFT IN SOUTH CURBING OF OVERHEAD BRIDGE
 GB0424'AS DESCRIBED.
 GB0424'
 GB0424'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GB0424
 GB0424                          STATION RECOVERY (1968)
 GB0424
 GB0424'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1968
 GB0424'4.3 MI SW FROM CORBIN.
 GB0424'ABOUT 1.7 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE
 GB0424'INTERSTATE 75 AND U.S. HIGHWAY 25-W INTERCHANGE, WHICH IS ABOUT
 GB0424'2 3/4 MILES SOUTHWEST OF CORBIN.  NEAR THE EAST END OF OVERPASS,
 GB0424'ABOUT 88 FEET EAST OF A POINT OVER THE CENTER OF NORTH BOUND
 GB0424'LANE, 41 FEET WEST OF THE EAST END OF BRIDGE AND 13 FEET SOUTH
 GB0424'OF THE CENTERLINE OF BRIDGE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GB0424'SURVEY TABLET SET IN DRILL HOLE IN THE TOP OF THE SOUTH BRIDGE
 GB0424'CURBING AND STAMPED I-75 T-38 1968.
 GB0424
 GB0424                          STATION RECOVERY (1993)
 GB0424
 GB0424'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0424'RECOVERED AS DESCRIBED.
 GB0424
 GB0424                          STATION RECOVERY (1993)
 GB0424
 GB0424'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RDH)
 GB0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0067 ***********************************************************************
 GB0067  DESIGNATION -  I75 T 39
 GB0067  PID         -  GB0067
 GB0067  STATE/COUNTY-  KY/LAUREL
 GB0067  USGS QUAD   -  CORBIN (1978)
 GB0067
 GB0067                         *CURRENT SURVEY CONTROL
 GB0067  ___________________________________________________________________
 GB0067* NAD 83(1993)-  36 58 58.25509(N)    084 06 44.96912(W)     ADJUSTED  
 GB0067* NAVD 88     -       397.403  (meters)    1303.81   (feet)  ADJUSTED  
 GB0067  ___________________________________________________________________
 GB0067  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 GB0067  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GB0067  DYNAMIC HT  -         397.084 (meters)    1302.77  (feet)  COMP
 GB0067  MODELED GRAV-     979,814.8   (mgal)                       NAVD 88
 GB0067
 GB0067  HORZ ORDER  -  SECOND
 GB0067  VERT ORDER  -  SECOND    CLASS 0
 GB0067
 GB0067.The horizontal coordinates were established by classical geodetic methods
 GB0067.and adjusted by the National Geodetic Survey in December 1995..
 GB0067
 GB0067.The orthometric height was determined by differential leveling
 GB0067.and adjusted by the National Geodetic Survey in June 1991..
 GB0067
 GB0067.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0067
 GB0067.The geoid height was determined by GEOID03.
 GB0067
 GB0067.The dynamic height is computed by dividing the NAVD 88
 GB0067.geopotential number by the normal gravity value computed on the
 GB0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0067.degrees latitude (g = 980.6199 gals.).
 GB0067
 GB0067.The modeled gravity was interpolated from observed gravity values.
 GB0067
 GB0067;                    North         East     Units Scale Factor Converg.
 GB0067;SPC KY1Z     - 1,073,366.276 1,645,786.353   MT  1.00002556   +1 00 19.3
 GB0067;SPC KY1Z     - 3,521,535.86  5,399,550.73   sFT  1.00002556   +1 00 19.3
 GB0067;SPC KY S     -   573,342.338   645,777.573   MT  0.99996409   +0 59 35.1
 GB0067;SPC KY S     - 1,881,040.65  2,118,688.59   sFT  0.99996409   +0 59 35.1
 GB0067;UTM  16      - 4,096,867.497   757,007.168   MT  1.00041379   +1 44 16.8
 GB0067
 GB0067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0067!SPC KY1Z     -   0.99994234  x   1.00002556  =   0.99996790
 GB0067!SPC KY S     -   0.99994234  x   0.99996409  =   0.99990643
 GB0067!UTM  16      -   0.99994234  x   1.00041379  =   1.00035611
 GB0067
 GB0067:                Primary Azimuth Mark                     Grid Az
 GB0067:SPC KY1Z     -  I75 T 39 AZ MK                           029 58 49.0
 GB0067:SPC KY S     -  I75 T 39 AZ MK                           029 59 33.2
 GB0067:UTM  16      -  I75 T 39 AZ MK                           029 14 51.5
 GB0067
 GB0067|---------------------------------------------------------------------|
 GB0067| PID    Reference Object                     Distance      Geod. Az  |
 GB0067|                                                           dddmmss.s |
 GB0067| GB0065 I75 T 39 AZ MK                                     0305908.3 |
 GB0067| GB0066 I75 T 39 RM 1                        19.490 METERS 03455     |
 GB0067| GB0068 I75 T 39 RM 2                        16.003 METERS 14230     |
 GB0067| GB0081 CORBIN                              APPROX. 3.0 KM 1831634.4 |
 GB0067|---------------------------------------------------------------------|
 GB0067
 GB0067                          SUPERSEDED SURVEY CONTROL
 GB0067
 GB0067  NAD 83(1986)-  36 58 58.26183(N)    084 06 44.97598(W) AD(       ) 2
 GB0067  NAD 27      -  36 58 57.95500(N)    084 06 45.24370(W) AD(       ) 2
 GB0067  NGVD 29 (??/??/92)  397.561  (m)         1304.33   (f) ADJ UNCH    2 0
 GB0067
 GB0067.Superseded values are not recommended for survey control.
 GB0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0067.See file dsdata.txt to determine how the superseded data were derived.
 GB0067
 GB0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5700796867(NAD 83)
 GB0067_MARKER: DD = SURVEY DISK
 GB0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0067_STAMPING: I-75 T-39 1963
 GB0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0067+STABILITY: SURFACE MOTION
 GB0067
 GB0067  HISTORY     - Date     Condition        Report By
 GB0067  HISTORY     - 1963     MONUMENTED       KYHD
 GB0067  HISTORY     - 1963     GOOD             PAS
 GB0067  HISTORY     - 1976     GOOD             NGS
 GB0067
 GB0067                          STATION DESCRIPTION
 GB0067
 GB0067'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GB0067'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF CORBIN.  IT IS
 GB0067'APPROXIMATELY ON
 GB0067'THE HIGHEST POINT OF AN OLD FIELD COVERED WITH BRUSH
 GB0067'AND SMALL PINE TREES AND ON LAND
 GB0067'OWNED BY MRS.  RUBY MOONEYHAM.
 GB0067'
 GB0067'TO REACH THE STATION FROM THE POST OFFICE IN CORBIN, GO NORTHEAST ON
 GB0067'U.S.  HIGHWAY NO.
 GB0067'25 FOR 0.9 MILE TO A GRAVEL ROAD LEFT IN NORTH
 GB0067'CORBIN, TURN LEFT AND GO NORTH ON
 GB0067'GRAVEL ROAD FOR 0.55 MILE TO
 GB0067'JUNCTION WITH A BLACK TOP ROAD, CONTINUE NORTH ON
 GB0067'BLACK TOP ROAD FOR
 GB0067'0.2 MILE TO A T-ROAD LEFT, TURN LEFT AND GO NORTHWEST ON BLACK TOP
 GB0067'ROAD FOR 1.6
 GB0067'MILES TO A SHARP CURVE RIGHT AND AN OLD FIELD ROAD LEFT
 GB0067'(*), TURN LEFT AND GO SOUTHWEST
 GB0067'ON FIELD ROAD FOR 0.6 MILE TO HIGHEST
 GB0067'POINT AND STATION.
 GB0067'
 GB0067'(*) TO REACH AZIMUTH MARK FROM THIS POINT, GO NORTHEAST ON BLACK TOP
 GB0067'ROAD FOR 0.1 MILE
 GB0067'TO TOP OF HILL AND MARK ON LEFT.
 GB0067'
 GB0067'STATION MARK IS 52 FEET NORTH-NORTHEAST OF A 24-INCH RED OAK TREE, 12
 GB0067'FEET NORTHWEST OF
 GB0067'THE CENTER OF ROAD, 7-1/2 FEET NORTHEAST OF OLD
 GB0067'WIRE FENCE AND 1.7 FEET SOUTH OF
 GB0067'METAL WITNESS POST AND SIGN.  THE
 GB0067'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I-75
 GB0067'T-39 1963.
 GB0067'
 GB0067'REFERENCE MARK NO. 1 IS 8 FEET SOUTHEAST OF THE CENTER OF ROAD AND 5
 GB0067'FEET SOUTHWEST OF
 GB0067'A 5-INCH PERSIMMON TREE.  THE MARK PROJECTS 1 INCH
 GB0067'AND THE DISK IS STAMPED I-75 T-39
 GB0067'NO.  1 1963.
 GB0067'
 GB0067'REFERENCE MARK NO. 2 IS 54 FEET EAST OF A 24-INCH RED OAK TREE, 36
 GB0067'FEET SOUTHEAST OF
 GB0067'THE CENTER OF ROAD AND 1-1/2 FEET NORTHEAST OF OLD
 GB0067'WIRE FENCE.  THE MARK PROJECTS 2
 GB0067'INCHES AND THE DISK IS STAMPED I-75
 GB0067'T-39 NO.  2 1963.
 GB0067'
 GB0067'AZIMUTH MARK IS 59 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A
 GB0067'BARN, 19 FEET
 GB0067'NORTHWEST OF THE CENTER OF ROAD, 18 FEET NORTHEAST OF
 GB0067'THE NORTHEAST GATE POST, 1.8
 GB0067'FEET NORTHEAST OF METAL WITNESS POST AND
 GB0067'SIGN, 1 FOOT SOUTHEAST OF WIRE FENCE AND ABOUT
 GB0067'3 FEET HIGHER THAN
 GB0067'ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I-75 T-39 1963
 GB0067'
 GB0067'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GB0067'DEPARTMENT OF
 GB0067'HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GB0067'
 GB0067'HEIGHT OF LIGHT ABOVE STATION MARK 9.7 METERS.
 GB0067
 GB0067                          STATION RECOVERY (1963)
 GB0067
 GB0067'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 GB0067'2.6 MI NNW FROM CORBIN.
 GB0067'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GB0067'OFFICE AT CORBIN, THENCE ABOUT 0.55 MILE NORTH ALONG A GRAVEL
 GB0067'ROAD TO JUNCTION WITH A BLACK TOP ROAD, CONTINUE NORTH ON BLACK
 GB0067'TOP ROAD FOR 0.2 MILE TO A T-ROAD LEFT, THENCE ABOUT 1.6 MILES
 GB0067'NORTHWEST ALONG BLACK TOP ROAD TO A CURVE RIGHT AND AN OLD FIELD
 GB0067'ROAD LEFT, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG FIELD ROAD TO
 GB0067'HIGHEST POINT AND MARK, ABOUT 52 FEET NORTH-NORTHEAST OF A
 GB0067'24-INCH RED OAK TREE, 12 FEET NORTHWEST OF THE CENTER OF ROAD,
 GB0067'7 1/2 FEET NORTHEAST OF AN OLD WIRE FENCE AND 1.7 FEET SOUTH OF
 GB0067'METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GB0067'SURVEY TABLET SET IN TOP OF CONCRETE POST PROJECTING 1 INCH AND
 GB0067'STAMPED I-75 T-39 1963.
 GB0067
 GB0067                          STATION RECOVERY (1976)
 GB0067
 GB0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GB0067'NOT OCCUPIED.
 GB0067'
 GB0067'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 GB0067'AFTER A LONG SEARCH.  THE AZIMUTH MARK WAS NOT FOUND AND COULD
 GB0067'POSSIBLY HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  ALL AZIMUTH
 GB0067'OBJECTS OBSTRUCTED AT THIS TIME BY BUILDINGS OR TREES AND A NEW
 GB0067'AZIMUTH MARK COULD NOT BE SET WITHOUT A POLARIS OBSERVATION.  A
 GB0067'NEW DESCRIPTION FOLLOWS--
 GB0067'
 GB0067'THE STATION IS LOCATED ON THE NORTH SIDE OF PROPOSED SANDY HILLS
 GB0067'SUB-DIVISION, 2 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT NORTH OF
 GB0067'A METAL WITNESS POST, 12 FEET NORTHWEST OF THE CENTERLINE OF A TRACK
 GB0067'ROAD, AND 46 FEET NORTHEAST OF THE CENTERLINE OF THE SUB-DIVISION
 GB0067'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED I-75 T-39
 GB0067'1963.
 GB0067'
 GB0067'TO REACH THE STATION FROM THE I 75 AND U. S. HIGHWAY 25 E
 GB0067'INTERCHANGE, GO WEST ON PAVED ROAD FOR 0.2 MILE TO A GRAVELED
 GB0067'FRONTAGE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE
 GB0067'GRAVELED ROAD FOR 0.4 MILE TO A GRAVELED ROAD LEFT AND SIGN SANDY
 GB0067'HILLS.  TURN LEFT AND GO WESTERLY ON THE GRAVELED ROAD FOR 0.1
 GB0067'MILE TO TOP OF GRADE AND THE STATION ON THE RIGHT.
 GB0067'
 GB0067'REFERENCE MARK 1 IS 109 FEET NORTHEAST OF THE CENTERLINE OF THE
 GB0067'GRAVELED ROAD, 12 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK
 GB0067'ROAD, 1 FOOT SOUTHWEST OF A METAL WITNESS POST AND 16 FEET NORTH OF
 GB0067'A 10 INCH PINE TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GB0067'STAMPED I-75 T-39 NO 1 1963.
 GB0067'
 GB0067'REFERENCE MARK 2 IS 42 FEET NORTHEAST OF THE CENTERLINE OF THE
 GB0067'GRAVELED ROAD, 1 FOOT SOUTHEAST OF THE METAL WITNESS POST, AND 33
 GB0067'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK ROAD AT CUT-BANK.  THE
 GB0067'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED I-75 T-39 NO
 GB0067'2 1963.
 GB0067'
 GB0067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 GB0067'NORTHWEST OF CORBIN.
 GB0067'
 GB0067'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0065 ***********************************************************************
 GB0065  DESIGNATION -  I75 T 39 AZ MK
 GB0065  PID         -  GB0065
 GB0065  STATE/COUNTY-  KY/LAUREL
 GB0065  USGS QUAD   -  CORBIN (1978)
 GB0065
 GB0065                         *CURRENT SURVEY CONTROL
 GB0065  ___________________________________________________________________
 GB0065* NAD 83(1986)-  36 59 29.     (N)    084 06 22.     (W)     SCALED    
 GB0065* NAVD 88     -       380.299  (meters)    1247.70   (feet)  ADJUSTED  
 GB0065  ___________________________________________________________________
 GB0065  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 GB0065  DYNAMIC HT  -         379.993 (meters)    1246.69  (feet)  COMP
 GB0065  MODELED GRAV-     979,815.3   (mgal)                       NAVD 88
 GB0065
 GB0065  VERT ORDER  -  SECOND    CLASS 0
 GB0065
 GB0065.The horizontal coordinates were scaled from a topographic map and have
 GB0065.an estimated accuracy of +/- 6 seconds.
 GB0065
 GB0065.The orthometric height was determined by differential leveling
 GB0065.and adjusted by the National Geodetic Survey in June 1991..
 GB0065
 GB0065.The geoid height was determined by GEOID03.
 GB0065
 GB0065.The dynamic height is computed by dividing the NAVD 88
 GB0065.geopotential number by the normal gravity value computed on the
 GB0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0065.degrees latitude (g = 980.6199 gals.).
 GB0065
 GB0065.The modeled gravity was interpolated from observed gravity values.
 GB0065
 GB0065;                    North         East    Units  Estimated Accuracy
 GB0065;SPC KY1Z     - 1,074,320.    1,646,340.      MT  (+/- 180 meters Scaled)
 GB0065
 GB0065                          SUPERSEDED SURVEY CONTROL
 GB0065
 GB0065  NGVD 29 (??/??/92)  380.455  (m)         1248.21   (f) ADJ UNCH    2 0
 GB0065
 GB0065.Superseded values are not recommended for survey control.
 GB0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0065.See file dsdata.txt to determine how the superseded data were derived.
 GB0065
 GB0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF575978(NAD 83)
 GB0065_MARKER: DZ = AZIMUTH MARK DISK
 GB0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0065_STAMPING: I-75 T-39 1963
 GB0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0065+STABILITY: SURFACE MOTION
 GB0065
 GB0065  HISTORY     - Date     Condition        Report By
 GB0065  HISTORY     - 1963     MONUMENTED       KYHD
 GB0065
 GB0065                          STATION DESCRIPTION
 GB0065
 GB0065'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 GB0065'3.1 MI N FROM CORBIN.
 GB0065'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GB0065'OFFICE AT CORBIN, THENCE ABOUT 0.55 MILE NORTH ALONG A GRAVEL
 GB0065'ROAD TO JUNCTION WITH A BLACK TOP ROAD, CONTINUE NORTH ON BLACK
 GB0065'TOP ROAD FOR 0.2 MILE TO A T-ROAD LEFT, THENCE ABOUT 1.7 MILES
 GB0065'NORTHWEST ALONG BLACK TOP ROAD, AT THE TOP OF HILL, 59 FEET
 GB0065'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A BARN, 19 FEET
 GB0065'NORTHWEST OF THE CENTER OF ROAD, 18 FEET NORTHEAST OF THE
 GB0065'NORTHEAST GATE POST, 1.8 FEET NORTHEAST OF METAL WITNESS POST
 GB0065'AND SIGN, 1 FOOT SOUTHEAST OF WIRE FENCE AND ABOUT 3 FEET HIGHER
 GB0065'THAN ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK
 GB0065'SET IN TOP OF CONCRETE POST PROJECTING 1 INCH AND STAMPED I-75
 GB0065'T-39 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0066 ***********************************************************************
 GB0066  DESIGNATION -  I75 T 39 RM 1
 GB0066  PID         -  GB0066
 GB0066  STATE/COUNTY-  KY/LAUREL
 GB0066  USGS QUAD   -  CORBIN (1978)
 GB0066
 GB0066                         *CURRENT SURVEY CONTROL
 GB0066  ___________________________________________________________________
 GB0066* NAD 83(1986)-  36 58 58.     (N)    084 06 46.     (W)     SCALED    
 GB0066* NAVD 88     -       397.376  (meters)    1303.72   (feet)  ADJUSTED  
 GB0066  ___________________________________________________________________
 GB0066  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GB0066  DYNAMIC HT  -         397.057 (meters)    1302.68  (feet)  COMP
 GB0066  MODELED GRAV-     979,814.9   (mgal)                       NAVD 88
 GB0066
 GB0066  VERT ORDER  -  SECOND    CLASS 0
 GB0066
 GB0066.The horizontal coordinates were scaled from a topographic map and have
 GB0066.an estimated accuracy of +/- 6 seconds.
 GB0066
 GB0066.The orthometric height was determined by differential leveling
 GB0066.and adjusted by the National Geodetic Survey in June 1991..
 GB0066
 GB0066.The geoid height was determined by GEOID03.
 GB0066
 GB0066.The dynamic height is computed by dividing the NAVD 88
 GB0066.geopotential number by the normal gravity value computed on the
 GB0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0066.degrees latitude (g = 980.6199 gals.).
 GB0066
 GB0066.The modeled gravity was interpolated from observed gravity values.
 GB0066
 GB0066;                    North         East    Units  Estimated Accuracy
 GB0066;SPC KY1Z     - 1,073,360.    1,645,760.      MT  (+/- 180 meters Scaled)
 GB0066
 GB0066                          SUPERSEDED SURVEY CONTROL
 GB0066
 GB0066  NGVD 29 (??/??/92)  397.534  (m)         1304.24   (f) ADJ UNCH    2 0
 GB0066
 GB0066.Superseded values are not recommended for survey control.
 GB0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0066.See file dsdata.txt to determine how the superseded data were derived.
 GB0066
 GB0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF569968(NAD 83)
 GB0066_MARKER: DR = REFERENCE MARK DISK
 GB0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0066_STAMPING: I-75 T-39 NO 1 1963
 GB0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0066+STABILITY: SURFACE MOTION
 GB0066
 GB0066  HISTORY     - Date     Condition        Report By
 GB0066  HISTORY     - 1963     MONUMENTED       PAS
 GB0066
 GB0066                          STATION DESCRIPTION
 GB0066
 GB0066'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GB0066'2.6 MI NNW FROM CORBIN.
 GB0066'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GB0066'OFFICE AT CORBIN, THENCE ABOUT 0.55 MILE NORTH ALONG A GRAVEL ROAD
 GB0066'TO JUNCTION WITH A BLACK TOP ROAD, CONTINUE NORTH ON BLACK TOP
 GB0066'ROAD FOR 0.2 MILE TO A T-ROAD LEFT, THENCE ABOUT 1.6 MILES
 GB0066'NORTHWEST ALONG BLACK TOP ROAD TO A CURVE RIGHT AND AN OLD FIELD
 GB0066'ROAD LEFT, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG FIELD ROAD, 8
 GB0066'FEET SOUTHEAST OF THE CENTER OF FIELD ROAD AND 5 FEET SOUTHWEST
 GB0066'OF A 5-INCH PERSIMMON TREE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GB0066'REFERENCE MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 1
 GB0066'INCH AND STAMPED I-75 T-39 NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0068 ***********************************************************************
 GB0068  DESIGNATION -  I75 T 39 RM 2
 GB0068  PID         -  GB0068
 GB0068  STATE/COUNTY-  KY/LAUREL
 GB0068  USGS QUAD   -  CORBIN (1978)
 GB0068
 GB0068                         *CURRENT SURVEY CONTROL
 GB0068  ___________________________________________________________________
 GB0068* NAD 83(1986)-  36 58 58.     (N)    084 06 46.     (W)     SCALED    
 GB0068* NAVD 88     -       396.995  (meters)    1302.47   (feet)  ADJUSTED  
 GB0068  ___________________________________________________________________
 GB0068  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GB0068  DYNAMIC HT  -         396.676 (meters)    1301.43  (feet)  COMP
 GB0068  MODELED GRAV-     979,814.9   (mgal)                       NAVD 88
 GB0068
 GB0068  VERT ORDER  -  SECOND    CLASS 0
 GB0068
 GB0068.The horizontal coordinates were scaled from a topographic map and have
 GB0068.an estimated accuracy of +/- 6 seconds.
 GB0068
 GB0068.The orthometric height was determined by differential leveling
 GB0068.and adjusted by the National Geodetic Survey in June 1991..
 GB0068
 GB0068.The geoid height was determined by GEOID03.
 GB0068
 GB0068.The dynamic height is computed by dividing the NAVD 88
 GB0068.geopotential number by the normal gravity value computed on the
 GB0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0068.degrees latitude (g = 980.6199 gals.).
 GB0068
 GB0068.The modeled gravity was interpolated from observed gravity values.
 GB0068
 GB0068;                    North         East    Units  Estimated Accuracy
 GB0068;SPC KY1Z     - 1,073,360.    1,645,760.      MT  (+/- 180 meters Scaled)
 GB0068
 GB0068                          SUPERSEDED SURVEY CONTROL
 GB0068
 GB0068  NGVD 29 (??/??/92)  397.153  (m)         1302.99   (f) ADJ UNCH    2 0
 GB0068
 GB0068.Superseded values are not recommended for survey control.
 GB0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0068.See file dsdata.txt to determine how the superseded data were derived.
 GB0068
 GB0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF569968(NAD 83)
 GB0068_MARKER: DR = REFERENCE MARK DISK
 GB0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0068_STAMPING: I-75 T-39 NO 2 1963
 GB0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0068+STABILITY: SURFACE MOTION
 GB0068
 GB0068  HISTORY     - Date     Condition        Report By
 GB0068  HISTORY     - 1963     MONUMENTED       PAS
 GB0068
 GB0068                          STATION DESCRIPTION
 GB0068
 GB0068'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GB0068'2.6 MI NNW FROM CORBIN.
 GB0068'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GB0068'OFFICE AT CORBIN, THENCE ABOUT 0.55 MILE NORTH ALONG A GRAVEL
 GB0068'ROAD TO JUNCTION WITH A BLACK TOP ROAD, CONTINUE NORTH ON BLACK
 GB0068'TOP ROAD FOR 0.2 MILE TO A T-ROAD LEFT, THENCE ABOUT 1.6 MILES
 GB0068'NORTHWEST ALONG BLACK TOP ROAD TO A CURVE RIGHT AND AN OLD FIELD
 GB0068'ROAD LEFT, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG FIELD ROAD, 54
 GB0068'FEET EAST OF A 24-INCH RED OAK TREE, 36 FEET SOUTHEAST OF THE
 GB0068'CENTER OF FIELD ROAD, 1 1/2 FEET NORTHEAST OF OLD WIRE FENCE.
 GB0068'A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP
 GB0068'OF CONCRETE POST PROJECTING 2 INCHES AND STAMPED I-75 T-39 NO.
 GB0068'2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0687 ***********************************************************************
 GZ0687  DESIGNATION -  I75 T 40 2
 GZ0687  PID         -  GZ0687
 GZ0687  STATE/COUNTY-  KY/LAUREL
 GZ0687  USGS QUAD   -  LILY (1970)
 GZ0687
 GZ0687                         *CURRENT SURVEY CONTROL
 GZ0687  ___________________________________________________________________
 GZ0687* NAD 83(1993)-  37 01 07.55264(N)    084 05 49.06193(W)     ADJUSTED  
 GZ0687* NAVD 88     -       379.34   (meters)    1244.6    (feet)  RESET     
 GZ0687  ___________________________________________________________________
 GZ0687  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 GZ0687  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 GZ0687
 GZ0687  HORZ ORDER  -  THIRD
 GZ0687  VERT ORDER  -  THIRD
 GZ0687
 GZ0687.The horizontal coordinates were established by classical geodetic methods
 GZ0687.and adjusted by the National Geodetic Survey in December 1995..
 GZ0687.No horizontal observational check was made to the station.
 GZ0687
 GZ0687.The orthometric height was computed from unverified reset data.
 GZ0687.No vertical observational check was made to the station.
 GZ0687
 GZ0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0687
 GZ0687.The geoid height was determined by GEOID03.
 GZ0687
 GZ0687;                    North         East     Units Scale Factor Converg.
 GZ0687;SPC KY1Z     - 1,077,375.981 1,647,098.214   MT  1.00001608   +1 00 53.6
 GZ0687;SPC KY1Z     - 3,534,691.03  5,403,854.72   sFT  1.00001608   +1 00 53.6
 GZ0687;SPC KY S     -   577,351.526   647,090.221   MT  0.99996046   +1 00 09.0
 GZ0687;SPC KY S     - 1,894,194.13  2,122,995.17   sFT  0.99996046   +1 00 09.0
 GZ0687;UTM  16      - 4,100,895.261   758,268.107   MT  1.00042179   +1 44 55.7
 GZ0687
 GZ0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0687!SPC KY1Z     -   0.99994518  x   1.00001608  =   0.99996126
 GZ0687!SPC KY S     -   0.99994518  x   0.99996046  =   0.99990565
 GZ0687!UTM  16      -   0.99994518  x   1.00042179  =   1.00036695
 GZ0687
 GZ0687|---------------------------------------------------------------------|
 GZ0687| PID    Reference Object                     Distance      Geod. Az  |
 GZ0687|                                                           dddmmss.s |
 GZ0687| GZ0688 I75 T 40 2 RM 3                      14.932 METERS 07159     |
 GZ0687| GZ0683 I75 T 40 AZ MK                                     0871351.9 |
 GZ0687| GZ0685 I75 T 40                             16.273 METERS 19121     |
 GZ0687| GZ0689 I75 T 40 2 RM 4                      20.930 METERS 25204     |
 GZ0687|---------------------------------------------------------------------|
 GZ0687
 GZ0687                          SUPERSEDED SURVEY CONTROL
 GZ0687
 GZ0687  NAD 83(1986)-  37 01 07.55952(N)    084 05 49.06838(W) AD(       ) 3
 GZ0687  NAD 27      -  37 01 07.24906(N)    084 05 49.33522(W) AD(       ) 3
 GZ0687  NGVD 29 (07/19/86)  379.50   (m)         1245.1    (f) LEVELING    3  
 GZ0687
 GZ0687.Superseded values are not recommended for survey control.
 GZ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0687.See file dsdata.txt to determine how the superseded data were derived.
 GZ0687
 GZ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG5826800895(NAD 83)
 GZ0687_MARKER: DD = SURVEY DISK
 GZ0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0687_STAMPING: I-75 T-40 2 1965
 GZ0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0687+STABILITY: SURFACE MOTION
 GZ0687
 GZ0687  HISTORY     - Date     Condition        Report By
 GZ0687  HISTORY     - 1965     MONUMENTED       KYHD
 GZ0687  HISTORY     - 1965     GOOD             CGS
 GZ0687
 GZ0687                          STATION DESCRIPTION
 GZ0687
 GZ0687'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (WAZ)
 GZ0687'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF CORBIN AND ABOUT
 GZ0687'1.3 MILES WEST ALONG THE LILY-KEAVY ROAD FROM LILY.
 GZ0687'
 GZ0687'TO REACH THE STATION FROM THE POST OFFICE IN CORBIN, GO NORTHEAST ON
 GZ0687'U.S. HIGHWAY NO. 25 FOR 4.6 MILES TO A CROSSROAD, TURN LEFT AND GO
 GZ0687'WEST ON BLACK TOPPED ROAD FOR 0.2 MILE TO A GRAVEL ROAD RIGHT AT
 GZ0687'SMALL BRIDGE OVER THE LAUREL RIVER.  HERE TURN RIGHT, CROSSING
 GZ0687'BRIDGE AND GO NORTHWEST ON THIS GRAVELED ROAD FOR 0.2 MILE TO A T
 GZ0687'CROSSROAD IN THE SMALL COMMUNITY OF LILY, TURN LEFT ON THE
 GZ0687'LILY-KEAVY ROAD AND GO 1.1 MILES WEST TO THE GEORGE SPURLOCK FARM
 GZ0687'HOUSE ON THE LEFT AND THE AZIMUTH MARK IN SMALL BARN LOT, CONTINUE
 GZ0687'WESTERLY ON LILY-KEAVY ROAD FOR 0.3 MILE TO A FRAME HOUSE ON THE
 GZ0687'RIGHT AND THE STATION AS DESCRIBED.
 GZ0687'
 GZ0687'THE STATION IS 75 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A FRAME
 GZ0687'HOUSE, 55 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 GZ0687'LILY-KEAVY ROAD, 51 FEET SOUTHWEST OF A WOVEN WIRE FENCE, AND 1.3
 GZ0687'FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A COMMONWEALTH
 GZ0687'OF KENTUCKY AND U.S.C. AND G.S. SURVEY DEPARTMENT OF HIGHWAYS STATION
 GZ0687'MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GZ0687'PROJECTS 2 INCHES AND THE DISK IS STAMPED I-75 T-40 2 1965.  THE
 GZ0687'SUB-SURFACE MARK IS ABOUT 36 INCHES BELOW THE SURFACE.
 GZ0687'
 GZ0687'REFERENCE MARK NO. 3 IS 53 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GZ0687'OF THE LILY-KEAVY ROAD, 37 FEET SOUTH OF THE NORTHWEST CORNER
 GZ0687'OF THE FRAME HOUSE, 29 FEET WEST OF THE SOUTHWEST CORNER OF THE FRAME
 GZ0687'HOUSE, AND 1.5 FEET SOUTHWEST OF A WOVEN WIRE FENCE.  IT IS A
 GZ0687'COMMONWEALTH OF KENTUCKY AND U.S.C. AND G.S. SURVEY DEPARTMENT OF
 GZ0687'HIGHWAYS REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GZ0687'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED I-75 T-40 2 NO. 3
 GZ0687'1965.
 GZ0687'
 GZ0687'REFERENCE MARK NO. 4 IS 56 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GZ0687'OF THE LILY-KEAVY ROAD AND NEAR THE WEST END OF A GRAPE ARBOR.  IT
 GZ0687'IS A COMMONWEALTH OF KENTUCKY AND U.S.C. AND G.S. SURVEY DEPARTMENT
 GZ0687'OF HIGHWAYS REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH,
 GZ0687'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED I-75 T-40 2
 GZ0687'NO. 4 1965.
 GZ0687'
 GZ0687'THE AZIMUTH MARK IS 96 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 GZ0687'OF THE SPURLOCK HOME, 35 FEET NORTHWEST OF THE NORTHEAST CORNER
 GZ0687'OF A BARN, 25 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SHED, 21
 GZ0687'FEET EAST OF A FENCE CORNER, 1.7 FEET SOUTHWEST OF A METAL
 GZ0687'WITNESS POST AND SIGN, AND 1.5 FEET SOUTH OF A WIRE FENCE.  IT IS A
 GZ0687'COMMONWEALTH OF KENTUCKY AND U.S.C. AND G.S. SURVEY DEPARTMENT OF
 GZ0687'HIGHWAYS AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GZ0687'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED I-75 T-40 1963.
 GZ0687'
 GZ0687'NOTE - THIS MARK WAS DESTROYED UPON COMPLETION OF OBSERVATION.
 GZ0687
 GZ0687                          STATION RECOVERY (1965)
 GZ0687
 GZ0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GZ0687'1.3 MI W FROM LILY.
 GZ0687'ABOUT 1.3 MILES WEST ALONG THE LILY-KEAVY ROAD FROM THE POST
 GZ0687'OFFICE IN LILY, 75 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 GZ0687'A FRAME HOUSE, 55 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 GZ0687'LILY-KEAVY ROAD, 51 FEET SOUTHWEST OF A WOVEN WIRE FENCE, 1.3
 GZ0687'FEET SOUTH OF A METAL WITNESS POST AND SIGN AND ALONG THE EAST
 GZ0687'EDGE OF A GRAPE ARBOR.  A COMMONWEALTH OF KENTUCKY AND U.S.C.
 GZ0687'AND G.S. SURVEY DEPARTMENT OF HIGHWAYS STATION MARK DISK SET
 GZ0687'IN TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 GZ0687'ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0688 ***********************************************************************
 GZ0688  DESIGNATION -  I75 T 40 2 RM 3
 GZ0688  PID         -  GZ0688
 GZ0688  STATE/COUNTY-  KY/LAUREL
 GZ0688  USGS QUAD   -  LILY (1970)
 GZ0688
 GZ0688                         *CURRENT SURVEY CONTROL
 GZ0688  ___________________________________________________________________
 GZ0688* NAD 83(1986)-  37 01 08.     (N)    084 05 49.     (W)     SCALED    
 GZ0688* NAVD 88     -       379.67   (meters)    1245.6    (feet)  RESET     
 GZ0688  ___________________________________________________________________
 GZ0688  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 GZ0688
 GZ0688  VERT ORDER  -  THIRD
 GZ0688
 GZ0688.The horizontal coordinates were scaled from a topographic map and have
 GZ0688.an estimated accuracy of +/- 6 seconds.
 GZ0688
 GZ0688.The orthometric height was computed from unverified reset data.
 GZ0688.No vertical observational check was made to the station.
 GZ0688
 GZ0688.The geoid height was determined by GEOID03.
 GZ0688
 GZ0688;                    North         East    Units  Estimated Accuracy
 GZ0688;SPC KY1Z     - 1,077,390.    1,647,100.      MT  (+/- 180 meters Scaled)
 GZ0688
 GZ0688                          SUPERSEDED SURVEY CONTROL
 GZ0688
 GZ0688  NGVD 29 (??/??/??)  379.82   (m)         1246.1    (f) RESET       3  
 GZ0688
 GZ0688.Superseded values are not recommended for survey control.
 GZ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0688.See file dsdata.txt to determine how the superseded data were derived.
 GZ0688
 GZ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG582009(NAD 83)
 GZ0688_MARKER: DD = SURVEY DISK
 GZ0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0688_STAMPING: I 75 T 40 2 NO 3 1965
 GZ0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0688+STABILITY: SURFACE MOTION
 GZ0688
 GZ0688  HISTORY     - Date     Condition        Report By
 GZ0688  HISTORY     - 1965     MONUMENTED       CGS
 GZ0688
 GZ0688                          STATION DESCRIPTION
 GZ0688
 GZ0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GZ0688'1.3 MI W FROM LILY.
 GZ0688'AT THE I-75 T-40 2 1965 TRAVERSE STATION SITE ABOUT 1.3 MILES
 GZ0688'WEST ALONG THE LILY-KEAVY ROAD FROM THE POST OFFICE IN LILY,
 GZ0688'53 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE LILY-KEAVY
 GZ0688'ROAD, 37 FEET SOUTH OF THE NORTHWEST CORNER OF A FRAME HOUSE,
 GZ0688'29 FEET WEST OF THE SOUTHWEST CORNER OF THE FRAME HOUSE, AND 1.5
 GZ0688'FEET SOUTHWEST OF A WOVEN WIRE FENCE.  A COMMONWEALTH OF KENTUCKY
 GZ0688'AND U.S.C. AND G.S. SURVEY DEPARTMENT OF HIGHWAYS REFERENCE
 GZ0688'MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GZ0688'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0689 ***********************************************************************
 GZ0689  DESIGNATION -  I75 T 40 2 RM 4
 GZ0689  PID         -  GZ0689
 GZ0689  STATE/COUNTY-  KY/LAUREL
 GZ0689  USGS QUAD   -  LILY (1970)
 GZ0689
 GZ0689                         *CURRENT SURVEY CONTROL
 GZ0689  ___________________________________________________________________
 GZ0689* NAD 83(1986)-  37 01 08.     (N)    084 05 49.     (W)     SCALED    
 GZ0689* NAVD 88     -       378.78   (meters)    1242.7    (feet)  RESET     
 GZ0689  ___________________________________________________________________
 GZ0689  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 GZ0689
 GZ0689  VERT ORDER  -  THIRD
 GZ0689
 GZ0689.The horizontal coordinates were scaled from a topographic map and have
 GZ0689.an estimated accuracy of +/- 6 seconds.
 GZ0689
 GZ0689.The orthometric height was computed from unverified reset data.
 GZ0689.No vertical observational check was made to the station.
 GZ0689
 GZ0689.The geoid height was determined by GEOID03.
 GZ0689
 GZ0689;                    North         East    Units  Estimated Accuracy
 GZ0689;SPC KY1Z     - 1,077,390.    1,647,100.      MT  (+/- 180 meters Scaled)
 GZ0689
 GZ0689                          SUPERSEDED SURVEY CONTROL
 GZ0689
 GZ0689  NGVD 29 (??/??/??)  378.94   (m)         1243.2    (f) RESET       3  
 GZ0689
 GZ0689.Superseded values are not recommended for survey control.
 GZ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0689.See file dsdata.txt to determine how the superseded data were derived.
 GZ0689
 GZ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG582009(NAD 83)
 GZ0689_MARKER: DD = SURVEY DISK
 GZ0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0689_STAMPING: I 75 T 40 2 NO 4 1965
 GZ0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0689+STABILITY: SURFACE MOTION
 GZ0689
 GZ0689  HISTORY     - Date     Condition        Report By
 GZ0689  HISTORY     - 1965     MONUMENTED       CGS
 GZ0689
 GZ0689                          STATION DESCRIPTION
 GZ0689
 GZ0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GZ0689'1.3 MI W FROM LILY.
 GZ0689'AT THE I-75 T-40 2 1965 TRAVERSE STATION SITE ABOUT 1.3 MILES
 GZ0689'WEST ALONG THE LILY-KEAVY ROAD FROM THE POST OFFICE IN LILY,
 GZ0689'56 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE LILY-KEAVY
 GZ0689'ROAD AND NEAR THE WEST END OF A GRAPE ARBOR.  A COMMONWEALTH
 GZ0689'OF KENTUCKY AND U.S.C. AND G.S. SURVEY DEPARTMENT OF HIGHWAYS
 GZ0689'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GZ0689'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0683 ***********************************************************************
 GZ0683  DESIGNATION -  I75 T 40 AZ MK
 GZ0683  PID         -  GZ0683
 GZ0683  STATE/COUNTY-  KY/LAUREL
 GZ0683  USGS QUAD   -  LILY (1970)
 GZ0683
 GZ0683                         *CURRENT SURVEY CONTROL
 GZ0683  ___________________________________________________________________
 GZ0683* NAD 83(1986)-  37 01 08.     (N)    084 05 30.     (W)     SCALED    
 GZ0683* NAVD 88     -       380.482  (meters)    1248.30   (feet)  ADJUSTED  
 GZ0683  ___________________________________________________________________
 GZ0683  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GZ0683  DYNAMIC HT  -         380.179 (meters)    1247.30  (feet)  COMP
 GZ0683  MODELED GRAV-     979,822.5   (mgal)                       NAVD 88
 GZ0683
 GZ0683  VERT ORDER  -  SECOND    CLASS 0
 GZ0683
 GZ0683.The horizontal coordinates were scaled from a topographic map and have
 GZ0683.an estimated accuracy of +/- 6 seconds.
 GZ0683
 GZ0683.The orthometric height was determined by differential leveling
 GZ0683.and adjusted by the National Geodetic Survey in June 1991..
 GZ0683
 GZ0683.The geoid height was determined by GEOID03.
 GZ0683
 GZ0683.The dynamic height is computed by dividing the NAVD 88
 GZ0683.geopotential number by the normal gravity value computed on the
 GZ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0683.degrees latitude (g = 980.6199 gals.).
 GZ0683
 GZ0683.The modeled gravity was interpolated from observed gravity values.
 GZ0683
 GZ0683;                    North         East    Units  Estimated Accuracy
 GZ0683;SPC KY1Z     - 1,077,400.    1,647,570.      MT  (+/- 180 meters Scaled)
 GZ0683
 GZ0683                          SUPERSEDED SURVEY CONTROL
 GZ0683
 GZ0683  NGVD 29 (??/??/92)  380.635  (m)         1248.80   (f) ADJ UNCH    2 0
 GZ0683
 GZ0683.Superseded values are not recommended for survey control.
 GZ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0683.See file dsdata.txt to determine how the superseded data were derived.
 GZ0683
 GZ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG587009(NAD 83)
 GZ0683_MARKER: DZ = AZIMUTH MARK DISK
 GZ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0683_STAMPING: I-75 T-40 1963
 GZ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0683+STABILITY: SURFACE MOTION
 GZ0683
 GZ0683  HISTORY     - Date     Condition        Report By
 GZ0683  HISTORY     - 1963     MONUMENTED       PAS
 GZ0683
 GZ0683                          STATION DESCRIPTION
 GZ0683
 GZ0683'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0683'1 MI W FROM LILY.
 GZ0683'ABOUT 1.05 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST
 GZ0683'OFFICE AT LILY, AT MR. GEORGE SPURLOCKS RESIDENCE, ABOUT 96
 GZ0683'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 35 FEET
 GZ0683'NORTHWEST OF THE NORTHEAST CORNER OF BARN, 25 FEET SOUTHWEST
 GZ0683'OF THE SOUTHWEST CORNER OF SHED, 21 FEET EAST OF FENCE CORNER,
 GZ0683'1.7 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN AND 1 1/2 FEET
 GZ0683'SOUTH OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH
 GZ0683'MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND
 GZ0683'STAMPED I-75 T-40 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0678 ***********************************************************************
 GZ0678  DESIGNATION -  I75 T 41
 GZ0678  PID         -  GZ0678
 GZ0678  STATE/COUNTY-  KY/LAUREL
 GZ0678  USGS QUAD   -  LILY (1970)
 GZ0678
 GZ0678                         *CURRENT SURVEY CONTROL
 GZ0678  ___________________________________________________________________
 GZ0678* NAD 83(1993)-  37 04 08.71475(N)    084 06 02.86771(W)     ADJUSTED  
 GZ0678* NAVD 88     -       369.253  (meters)    1211.46   (feet)  ADJUSTED  
 GZ0678  ___________________________________________________________________
 GZ0678  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 GZ0678  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 GZ0678  DYNAMIC HT  -         368.962 (meters)    1210.50  (feet)  COMP
 GZ0678  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 GZ0678
 GZ0678  HORZ ORDER  -  SECOND
 GZ0678  VERT ORDER  -  SECOND    CLASS 0
 GZ0678
 GZ0678.The horizontal coordinates were established by classical geodetic methods
 GZ0678.and adjusted by the National Geodetic Survey in December 1995..
 GZ0678
 GZ0678.The orthometric height was determined by differential leveling
 GZ0678.and adjusted by the National Geodetic Survey in June 1991..
 GZ0678
 GZ0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0678
 GZ0678.The geoid height was determined by GEOID03.
 GZ0678
 GZ0678.The dynamic height is computed by dividing the NAVD 88
 GZ0678.geopotential number by the normal gravity value computed on the
 GZ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0678.degrees latitude (g = 980.6199 gals.).
 GZ0678
 GZ0678.The modeled gravity was interpolated from observed gravity values.
 GZ0678
 GZ0678;                    North         East     Units Scale Factor Converg.
 GZ0678;SPC KY1Z     - 1,082,953.873 1,646,658.301   MT  1.00000344   +1 00 45.2
 GZ0678;SPC KY1Z     - 3,552,991.17  5,402,411.44   sFT  1.00000344   +1 00 45.2
 GZ0678;SPC KY S     -   582,929.226   646,651.535   MT  0.99995604   +1 00 00.6
 GZ0678;SPC KY S     - 1,912,493.64  2,121,555.91   sFT  0.99995604   +1 00 00.6
 GZ0678;UTM  16      - 4,106,469.339   757,756.472   MT  1.00041853   +1 44 54.7
 GZ0678
 GZ0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0678!SPC KY1Z     -   0.99994678  x   1.00000344  =   0.99995021
 GZ0678!SPC KY S     -   0.99994678  x   0.99995604  =   0.99990282
 GZ0678!UTM  16      -   0.99994678  x   1.00041853  =   1.00036528
 GZ0678
 GZ0678|---------------------------------------------------------------------|
 GZ0678| PID    Reference Object                     Distance      Geod. Az  |
 GZ0678|                                                           dddmmss.s |
 GZ0678| GZ0677 I75 T 41 RM 1                        36.399 METERS 16348     |
 GZ0678| GZ0679 I75 T 41 RM 2                        16.447 METERS 26901     |
 GZ0678| GZ0676 I75 T 41 AZ MK                                     3191453.4 |
 GZ0678|---------------------------------------------------------------------|
 GZ0678
 GZ0678                          SUPERSEDED SURVEY CONTROL
 GZ0678
 GZ0678  NAD 83(1986)-  37 04 08.72192(N)    084 06 02.87379(W) AD(       ) 2
 GZ0678  NAD 27      -  37 04 08.40480(N)    084 06 03.13250(W) AD(       ) 2
 GZ0678  NGVD 29 (??/??/92)  369.409  (m)         1211.97   (f) ADJ UNCH    2 0
 GZ0678
 GZ0678.Superseded values are not recommended for survey control.
 GZ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0678.See file dsdata.txt to determine how the superseded data were derived.
 GZ0678
 GZ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG5775606469(NAD 83)
 GZ0678_MARKER: DD = SURVEY DISK
 GZ0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0678_STAMPING: I-75 T-41 1963
 GZ0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0678+STABILITY: SURFACE MOTION
 GZ0678
 GZ0678  HISTORY     - Date     Condition        Report By
 GZ0678  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0678  HISTORY     - 1963     GOOD             PAS
 GZ0678  HISTORY     - 1965     GOOD             CGS
 GZ0678  HISTORY     - 1970     GOOD             NGS
 GZ0678
 GZ0678                          STATION DESCRIPTION
 GZ0678
 GZ0678'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GZ0678'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF LONDON AND ABOUT
 GZ0678'0.35 MILE NORTH OF PINE GROVE CHURCH.  IT IS IN AN OPEN PASTURE ON
 GZ0678'LAND OWNED BY MR. J.C. REID.
 GZ0678'
 GZ0678'TO REACH THE STATION FROM THE LAUREL COUNTY COURT HOUSE IN LONDON, GO
 GZ0678'SOUTHWEST ON STATE HIGHWAY NO. 192 (WEST 5TH STREET) FOR 1.5
 GZ0678'MILES TO A Y-FORK, TAKE LEFT FORK AND GO SOUTHEAST ON BLACK TOP ROAD
 GZ0678'FOR 1.2 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTHWEST ON STATE
 GZ0678'HIGHWAY NO. 363 FOR 2.45 MILES TO AZIMUTH MARK ON THE LEFT, CONTINUE
 GZ0678'AHEAD ON HIGHWAY 363 FOR 0.25 MILE TO A DRIVE LEFT, TURN LEFT AND
 GZ0678'GO EAST ON DRIVE FOR 0.2 MILE TO STATION ON THE RIGHT.
 GZ0678'
 GZ0678'STATION MARK IS ABOUT 300 FEET NORTH-NORTHEAST OF THE NORTHEAST
 GZ0678'CORNER OF A LARGE BARN, ABOUT 121 FEET NORTH-NORTHWEST OF A FENCE
 GZ0678'CORNER NEAR POND, 118 FEET SOUTH OF THE CENTER OF DRIVE AND 55 FEET
 GZ0678'EAST OF WIRE FENCE.  THE MARK IS 15- INCHES BELOW THE SURFACE
 GZ0678'(AT PROPERTY OWNERS REQUEST) AND THE DISK IS STAMPED I-75 T-41 1963.
 GZ0678'
 GZ0678'REFERENCE MARK NO. 1 IS ABOUT 233 FEET NORTHEAST OF THE NORTHEAST
 GZ0678'CORNER OF BARN AND 2 FEET NORTHEAST OF FENCE CORNER.  THE MARK IS
 GZ0678'FLUSH AND THE DISK IS STAMPED I-75 T-41 NO. 1 1963.
 GZ0678'
 GZ0678'REFERENCE MARK NO. 2 IS ABOUT 107 FEET SOUTH OF THE CENTER OF DRIVE,
 GZ0678'2.2 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN AND 1 FOOT EAST
 GZ0678'OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-41
 GZ0678'NO. 2 1963.
 GZ0678'
 GZ0678'AZIMUTH MARK IS ABOUT 280 FEET NORTHEAST OF A CROSSROAD, 24 FEET
 GZ0678'SOUTHWEST OF A TELEPHONE POLE, 16 FEET SOUTHEAST OF THE CENTER OF
 GZ0678'HIGHWAY, 1-1/2 FEET NORTHWEST OF WIRE FENCE, 1.4 FEET WEST OF METAL
 GZ0678'WITNESS POST AND SIGN AND ABOUT 1 FOOT LOWER THAN HIGHWAY.  THE MARK
 GZ0678'PROJECTS 1 INCH AND THE DISK IS STAMPED I-75 T-41 1963.
 GZ0678'
 GZ0678'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ0678'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ0678'
 GZ0678'HEIGHT OF LIGHT ABOVE STATION MARK 15.8 METERS.
 GZ0678
 GZ0678                          STATION RECOVERY (1963)
 GZ0678
 GZ0678'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0678'4.5 MI SW FROM LONDON.
 GZ0678'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 192 FROM THE
 GZ0678'LAUREL COUNTY COURT HOUSE AT LONDON, THENCE ABOUT 1.2 MILES
 GZ0678'SOUTHEAST ALONG BLACK TOP ROAD TO A CROSSROAD, THENCE ABOUT 2.7
 GZ0678'MILES SOUTHWEST ALONG STATE HIGHWAY NO. 363, THENCE ABOUT 0.2
 GZ0678'MILE EAST ALONG A DIRT DRIVE, ABOUT 300 FEET NORTH-NORTHEAST OF
 GZ0678'THE NORTHEAST CORNER OF A LARGE BARN, ABOUT 121 FEET NORTH-NORTHWEST
 GZ0678'OF FENCE CORNER NEAR POND, 118 FEET SOUTH OF THE CENTER OF DRIVE
 GZ0678'AND 55 FEET EAST OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0678'SURVEY TABLET SET IN TOP OF CONCRETE 15-INCHES BELOW THE SURFACE
 GZ0678'AND STAMPED I-75 T-41 1963.
 GZ0678
 GZ0678                          STATION RECOVERY (1965)
 GZ0678
 GZ0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GZ0678'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 GZ0678'EXCELLENT CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 GZ0678
 GZ0678                          STATION RECOVERY (1970)
 GZ0678
 GZ0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMR)
 GZ0678'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0677 ***********************************************************************
 GZ0677  DESIGNATION -  I75 T 41 RM 1
 GZ0677  PID         -  GZ0677
 GZ0677  STATE/COUNTY-  KY/LAUREL
 GZ0677  USGS QUAD   -  LILY (1970)
 GZ0677
 GZ0677                         *CURRENT SURVEY CONTROL
 GZ0677  ___________________________________________________________________
 GZ0677* NAD 83(1986)-  37 04 08.     (N)    084 06 03.     (W)     SCALED    
 GZ0677* NAVD 88     -       370.566  (meters)    1215.77   (feet)  ADJUSTED  
 GZ0677  ___________________________________________________________________
 GZ0677  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 GZ0677  DYNAMIC HT  -         370.273 (meters)    1214.80  (feet)  COMP
 GZ0677  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 GZ0677
 GZ0677  VERT ORDER  -  SECOND    CLASS 0
 GZ0677
 GZ0677.The horizontal coordinates were scaled from a topographic map and have
 GZ0677.an estimated accuracy of +/- 6 seconds.
 GZ0677
 GZ0677.The orthometric height was determined by differential leveling
 GZ0677.and adjusted by the National Geodetic Survey in June 1991..
 GZ0677
 GZ0677.The geoid height was determined by GEOID03.
 GZ0677
 GZ0677.The dynamic height is computed by dividing the NAVD 88
 GZ0677.geopotential number by the normal gravity value computed on the
 GZ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0677.degrees latitude (g = 980.6199 gals.).
 GZ0677
 GZ0677.The modeled gravity was interpolated from observed gravity values.
 GZ0677
 GZ0677;                    North         East    Units  Estimated Accuracy
 GZ0677;SPC KY1Z     - 1,082,930.    1,646,660.      MT  (+/- 180 meters Scaled)
 GZ0677
 GZ0677                          SUPERSEDED SURVEY CONTROL
 GZ0677
 GZ0677  NGVD 29 (??/??/92)  370.721  (m)         1216.27   (f) ADJ UNCH    2 0
 GZ0677
 GZ0677.Superseded values are not recommended for survey control.
 GZ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0677.See file dsdata.txt to determine how the superseded data were derived.
 GZ0677
 GZ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG577064(NAD 83)
 GZ0677_MARKER: DR = REFERENCE MARK DISK
 GZ0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0677_STAMPING: I-75 T-41 NO 1 1963
 GZ0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0677+STABILITY: SURFACE MOTION
 GZ0677
 GZ0677  HISTORY     - Date     Condition        Report By
 GZ0677  HISTORY     - 1963     MONUMENTED       PAS
 GZ0677
 GZ0677                          STATION DESCRIPTION
 GZ0677
 GZ0677'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0677'4.5 MI SW FROM LONDON.
 GZ0677'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 192 FROM THE
 GZ0677'LAUREL COUNTY COURT HOUSE AT LONDON, THENCE ABOUT 1.2 MILES
 GZ0677'SOUTHEAST ALONG BLACK TOP ROAD TO A CROSSROAD, THENCE ABOUT 2.7
 GZ0677'MILES SOUTHWEST ALONG STATE HIGHWAY NO. 363, THENCE ABOUT 0.2
 GZ0677'MILE EAST ALONG A DIRT DRIVE, ABOUT 233 FEET NORTHEAST OF THE
 GZ0677'NORTHEAST CORNER OF A LARGE BARN AND 2 FEET NORTHEAST OF A FENCE
 GZ0677'CORNER NEAR POND.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE
 GZ0677'MARK DISK SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED
 GZ0677'I-75 T-41 NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0679 ***********************************************************************
 GZ0679  DESIGNATION -  I75 T 41 RM 2
 GZ0679  PID         -  GZ0679
 GZ0679  STATE/COUNTY-  KY/LAUREL
 GZ0679  USGS QUAD   -  LILY (1970)
 GZ0679
 GZ0679                         *CURRENT SURVEY CONTROL
 GZ0679  ___________________________________________________________________
 GZ0679* NAD 83(1986)-  37 04 08.     (N)    084 06 03.     (W)     SCALED    
 GZ0679* NAVD 88     -       368.901  (meters)    1210.30   (feet)  ADJUSTED  
 GZ0679  ___________________________________________________________________
 GZ0679  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 GZ0679  DYNAMIC HT  -         368.610 (meters)    1209.35  (feet)  COMP
 GZ0679  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 GZ0679
 GZ0679  VERT ORDER  -  SECOND    CLASS 0
 GZ0679
 GZ0679.The horizontal coordinates were scaled from a topographic map and have
 GZ0679.an estimated accuracy of +/- 6 seconds.
 GZ0679
 GZ0679.The orthometric height was determined by differential leveling
 GZ0679.and adjusted by the National Geodetic Survey in June 1991..
 GZ0679
 GZ0679.The geoid height was determined by GEOID03.
 GZ0679
 GZ0679.The dynamic height is computed by dividing the NAVD 88
 GZ0679.geopotential number by the normal gravity value computed on the
 GZ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0679.degrees latitude (g = 980.6199 gals.).
 GZ0679
 GZ0679.The modeled gravity was interpolated from observed gravity values.
 GZ0679
 GZ0679;                    North         East    Units  Estimated Accuracy
 GZ0679;SPC KY1Z     - 1,082,930.    1,646,660.      MT  (+/- 180 meters Scaled)
 GZ0679
 GZ0679                          SUPERSEDED SURVEY CONTROL
 GZ0679
 GZ0679  NGVD 29 (??/??/92)  369.056  (m)         1210.81   (f) ADJ UNCH    2 0
 GZ0679
 GZ0679.Superseded values are not recommended for survey control.
 GZ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0679.See file dsdata.txt to determine how the superseded data were derived.
 GZ0679
 GZ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG577064(NAD 83)
 GZ0679_MARKER: DR = REFERENCE MARK DISK
 GZ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0679_STAMPING: I-75 T-41 NO 2 1963
 GZ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0679+STABILITY: SURFACE MOTION
 GZ0679
 GZ0679  HISTORY     - Date     Condition        Report By
 GZ0679  HISTORY     - 1963     MONUMENTED       PAS
 GZ0679
 GZ0679                          STATION DESCRIPTION
 GZ0679
 GZ0679'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0679'4.5 MI SW FROM LONDON.
 GZ0679'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 192 FROM THE
 GZ0679'LAUREL COUNTY COURT HOUSE AT LONDON, THENCE ABOUT 1.2 MILES
 GZ0679'SOUTHEAST ALONG BLACK TOP ROAD TO A CROSSROAD, THENCE ABOUT 2.7
 GZ0679'MILES SOUTHWEST ALONG STATE HIGHWAY NO. 363, THENCE ABOUT 0.2
 GZ0679'MILE EAST ALONG A DIRT DRIVE, ABOUT 107 FEET SOUTH OF THE CENTER
 GZ0679'OF DRIVE, 2.2 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN AND
 GZ0679'1 FOOT EAST OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0679'REFERENCE MARK DISK SET IN TOP OF CONCRETE FLUSH WITH GROUND AND
 GZ0679'STAMPED I-75 T-41 NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2940 ***********************************************************************
 GZ2940  DESIGNATION -  I75 T 42
 GZ2940  PID         -  GZ2940
 GZ2940  STATE/COUNTY-  KY/LAUREL
 GZ2940  USGS QUAD   -  LILY (1970)
 GZ2940
 GZ2940                         *CURRENT SURVEY CONTROL
 GZ2940  ___________________________________________________________________
 GZ2940* NAD 83(1993)-  37 06 44.02760(N)    084 06 03.86563(W)     ADJUSTED  
 GZ2940* NAVD 88     -       392.1    (meters)    1286.     (feet)  VERTCON   
 GZ2940  ___________________________________________________________________
 GZ2940  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 GZ2940  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 GZ2940
 GZ2940  HORZ ORDER  -  SECOND
 GZ2940
 GZ2940.The horizontal coordinates were established by classical geodetic methods
 GZ2940.and adjusted by the National Geodetic Survey in December 1995..
 GZ2940
 GZ2940.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2940
 GZ2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2940
 GZ2940.The geoid height was determined by GEOID03.
 GZ2940
 GZ2940;                    North         East     Units Scale Factor Converg.
 GZ2940;SPC KY1Z     - 1,087,740.604 1,646,549.058   MT  0.99999321   +1 00 44.6
 GZ2940;SPC KY1Z     - 3,568,695.63  5,402,053.03   sFT  0.99999321   +1 00 44.6
 GZ2940;SPC KY S     -   587,715.770   646,543.330   MT  0.99995286   +1 00 00.0
 GZ2940;SPC KY S     - 1,928,197.49  2,121,200.91   sFT  0.99995286   +1 00 00.0
 GZ2940;UTM  16      - 4,111,256.277   757,585.608   MT  1.00041744   +1 45 00.4
 GZ2940
 GZ2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2940!SPC KY1Z     -   0.99994319  x   0.99999321  =   0.99993640
 GZ2940!SPC KY S     -   0.99994319  x   0.99995286  =   0.99989606
 GZ2940!UTM  16      -   0.99994319  x   1.00041744  =   1.00036061
 GZ2940
 GZ2940|---------------------------------------------------------------------|
 GZ2940| PID    Reference Object                     Distance      Geod. Az  |
 GZ2940|                                                           dddmmss.s |
 GZ2940| DC2354 I75 T 42 RM 1                        29.060 METERS 03910     |
 GZ2940| GZ0554 S 199                                              09927     |
 GZ2940| DC2355 I75 T 42 RM 2                        29.258 METERS 13215     |
 GZ2940| GZ0678 I75 T 41                            APPROX. 4.8 KM 1794218.0 |
 GZ2940| DC2356 I75 T 42 RM 3                        12.508 METERS 30635     |
 GZ2940|---------------------------------------------------------------------|
 GZ2940
 GZ2940                          SUPERSEDED SURVEY CONTROL
 GZ2940
 GZ2940  NAD 83(1986)-  37 06 44.03499(N)    084 06 03.87137(W) AD(       ) 2
 GZ2940  NAD 27      -  37 06 43.71290(N)    084 06 04.12480(W) AD(       ) 2
 GZ2940  NGVD 29 (07/19/86)  392.3    (m)         1287.     (f) VERT ANG       
 GZ2940
 GZ2940.Superseded values are not recommended for survey control.
 GZ2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2940.See file dsdata.txt to determine how the superseded data were derived.
 GZ2940
 GZ2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG5758611256(NAD 83)
 GZ2940_MARKER: DD = SURVEY DISK
 GZ2940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2940
 GZ2940  HISTORY     - Date     Condition        Report By
 GZ2940  HISTORY     - 1963     MONUMENTED       KYHD
 GZ2940  HISTORY     - 1970     SEE DESCRIPTION  NGS
 GZ2940
 GZ2940                          STATION DESCRIPTION
 GZ2940
 GZ2940'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GZ2940'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF LONDON.  IT IS
 GZ2940'APPROXIMATELY ON THE HIGHEST POINT OF A HILL IN AN OPEN PASTURE
 GZ2940'ON LAND OWNED BY MR. SAMUEL T. FARLEY.
 GZ2940'
 GZ2940'TO REACH THE STATION FROM THE LAUREL COUNTY COURT HOUSE IN LONDON, GO
 GZ2940'SOUTHWEST ON STATE HIGHWAY NO. 192 (WEST 5TH STREET) FOR 1.5
 GZ2940'MILES TO AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD ON HIGHWAY 192 FOR
 GZ2940'0.2 MILE TO A DRIVE RIGHT, TURN RIGHT ON DRIVE AND GO NORTH FOR
 GZ2940'APPROXIMATELY 100 FEET TO MR. FARLEYS RESIDENCE, FROM HERE WALK
 GZ2940'NORTHEAST ACROSS PASTURE FOR APPROXIMATELY 350 FEET TO
 GZ2940'HIGHEST POINT AND STATION.
 GZ2940'
 GZ2940'STATION MARK IS 109 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A
 GZ2940'1 STORY ASBESTOS SIDING HOUSE, 104 FEET NORTHWEST OF A 24-INCH RED
 GZ2940'OAK TREE, 67 FEET WEST OF WIRE FENCE AND 25 FEET SOUTH OF A 6-INCH
 GZ2940'MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-42
 GZ2940'1963.
 GZ2940'
 GZ2940'REFERENCE MARK NO. 1 IS 68 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GZ2940'HOUSE, 21-1/2 FEET SOUTHEAST OF A 12-INCH WHITE OAK TREE, 2 FEET
 GZ2940'SOUTHWEST OF METAL WITNESS POST AND SIGN AND 1 FOOT WEST OF WIRE
 GZ2940'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-42 NO. 1
 GZ2940'1963.
 GZ2940'
 GZ2940'REFERENCE MARK NO. 2 IS 90 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GZ2940'HOUSE, 16-1/2 FEET NORTH-NORTHEAST OF A 24-INCH RED OAK TREE, AND
 GZ2940'1 FOOT WEST OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GZ2940'I-75 T-42 NO. 2 1963.
 GZ2940'
 GZ2940'U.S.C AND G.S. BENCH MARK S 199 1950 WAS USED FOR THE
 GZ2940'AZIMUTH MARK.  IT IS ABOUT 0.15 MILE EAST OF THE STATION, ABOUT 85
 GZ2940'FEET WEST OF A ROAD JUNCTION, 52 FEET NORTHWEST OF THE CENTER OF
 GZ2940'HIGHWAY 192, 49-1/2 FEET SOUTH OF THE NORTHWEST CORNER OF
 GZ2940'CONCRETE BLOCK STORE BUILDING, 42 FEET SOUTHWEST OF THE SOUTHWEST
 GZ2940'CORNER OF STORE AND 21-1/2 FEET NORTH OF A WATER METER.  A STANDARD
 GZ2940'U.S.C. AND G.S. BENCH MARK DISK SET IN TOP OF CONCRETE FLUSH WITH
 GZ2940'GROUND AND STAMPED S 199 1950 1234.125.
 GZ2940'
 GZ2940'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 GZ2940'HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2940'
 GZ2940'HEIGHT OF LIGHT ABOVE STATION MARK 9.7 METERS.
 GZ2940
 GZ2940                          STATION RECOVERY (1970)
 GZ2940
 GZ2940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GZ2940'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK (BENCH
 GZ2940'MARK S 199 1950) WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GZ2940'REFERENCE MARK NO. 2 WAS FOUND UPROOTED AND THE CONCRETE MONUMENT WAS
 GZ2940'RESET AND THE DISK ALTERED TO READ I-75 T-42 1963 NO 3 1970.  THE
 GZ2940'STATION WAS OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED USING LONDON,
 GZ2940'MARYMOUNT HOSPITAL RADIO MAST AS THE INITIAL.  IN CHECKING THE
 GZ2940'HORIZONTAL ANGLE BETWEEN THE AZIMUTH MARK (BENCH MARK S 199 1950) AND
 GZ2940'REFERENCE MARK NO. 1 THE ANGLE OBSERVED THIS DATE CHECKED THE
 GZ2940'1963 OBSERVED ANGLE WELL WITHIN THE REQUIRED LIMITS.  IN CHECKING
 GZ2940'THE HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION MARK AND
 GZ2940'REFERENCE MARK NO. 1 THE 1963 MEASURED DISTANCE WAS VERIFIED.
 GZ2940'
 GZ2940'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GZ2940'
 GZ2940'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF LONDON, ABOUT
 GZ2940'0.1 OF A MILE NORTH OF STATE ROUTE 192 AND INTERSTATE ROUTE
 GZ2940'75 INTERCHANGE, ABOUT 0.05 OF A MILE NORTHWEST OF STATE ROUTE 192,
 GZ2940'AND ON A HIGH KNOLL JUST EAST OF THE RIGHT-OF-WAY FENCE FOR
 GZ2940'INTERSTATE ROUTE 75.
 GZ2940'
 GZ2940'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 GZ2940'ROUTE 192 AT THE NORTHEAST CORNER OF THE LAUREL COUNTY
 GZ2940'COURTHOUSE IN LONDON, GO SOUTHWESTERLY ON STATE ROUTE 192 (WEST 5TH
 GZ2940'STREET) FOR 1.6 MILES TO THE AZIMUTH MARK (BENCH MARK S 199 1950)
 GZ2940'ON THE RIGHT.  HERE CONTINUE SOUTHWESTERLY ON STATE ROUTE 192 FOR 0.1
 GZ2940'OF A MILE TO A GRAVELED ROAD RIGHT (SHELL SERVICE STATION ON THE
 GZ2940'LEFT).  HERE TURN RIGHT ON THIS GRAVELED ROAD AND GO NORTH, WEST, AND
 GZ2940'NORTH FOR 0.1 OF A MILE TO THE TOP OF A KNOLL JUST EAST OF
 GZ2940'RIGHT-OF-WAY FENCE AND THE MARK AS DESCRIBED.
 GZ2940'
 GZ2940'THE STATION IS 107 FEET NORTH-NORTHWEST OF A 24-INCH BLACK OAK TREE,
 GZ2940'69 FEET WEST OF THE WEST EDGE OF A CUT BANK, 25 FEET SOUTH OF A
 GZ2940'10-INCH MAPLE TREE, 23 FEET EAST OF INTERSTATE ROUTE 75 RIGHT-OF-WAY
 GZ2940'FENCE, AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT
 GZ2940'IS A STANDARD KENTUCKY DEPARTMENT OF HIGHWAYS STATION MARK DISK SET
 GZ2940'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 6 INCHES
 GZ2940'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED I-75 T-42
 GZ2940'1963.
 GZ2940'
 GZ2940'REFERENCE MARK NO. 1 IS 80 FEET EAST-NORTHEAST OF THE 10-INCH MAPLE
 GZ2940'TREE, 22 FEET SOUTH OF AN 18-INCH WHITE OAK TREE, 2 FEET WEST OF THE
 GZ2940'WEST EDGE OF THE CUT BANK, AND 0.8 OF A FOOT NORTH OF A METAL WITNESS
 GZ2940'POST AND SIGN.  IT IS A STANDARD KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ2940'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GZ2940'CONCRETE MONUMENT AND THE DISK IS STAMPED I-75 T-42 NO 1 1963.  NO
 GZ2940'
 GZ2940'REFERENCE MARK NO. 3 IS 92 FEET SOUTHEAST OF A GUYED POWERLINE POLE,
 GZ2940'32.5 FEET SOUTH OF A JOG IN THE INTERSTATE ROUTE 75 RIGHT-OF-WAY
 GZ2940'FENCE, 29 FEET WEST OF THE 10-INCH MAPLE TREE, AND 2.5 FEET EAST OF
 GZ2940'THE RIGHT-OF-WAY FENCE.  IT IS A STANDARD KENTUCKY DEPARTMENT OF
 GZ2940'HIGHWAYS REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GZ2940'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED I-75 T-42
 GZ2940'1963 NO 3 1970.
 GZ2940'
 GZ2940'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GZ2940'REFERENCE MARK NO. 3 IS 105.49 FT - (32.153 METERS).
 GZ2940'
 GZ2940'U.S.C. AND G.S. BENCH MARK S 199 1950 WAS USED AS THE AZIMUTH MARK
 GZ2940'FOR THIS STATION.  IT IS 59 FEET NORTHWEST OF THE APPROXIMATE
 GZ2940'CENTER OF STATE ROUTE 192, 49.5 FEET SOUTH OF THE NORTHWEST CORNER OF
 GZ2940'A BLOCK BUILDING, 44 FEET WEST- SOUTHWEST OF THE SOUTHWEST
 GZ2940'CORNER OF THE BLOCK BUILDING, 15 FEET NORTHWEST OF A GUYED POWERLINE
 GZ2940'TRANSFORMER AND LIGHT POLE, AND 0.7 OF A FOOT SOUTHEAST OF A METAL
 GZ2940'WITNESS POST AND SIGN.  IT IS A STANDARD BENCH MARK DISK SET IN THE
 GZ2940'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GZ2940'STAMPED S 199 1950 1234.125.
 GZ2940'
 GZ2940'NOTE- RECOVERY NOTE FOR THIS STATION SUBMITTED BY W. M. REYNOLDS IN
 GZ2940'1970 AND SIGNED BY J. C. MESSING STATING THAT THE STATION AND
 GZ2940'MARKS WERE PRESUMED TO HAVE BEEN DESTROYED SHOULD BE WITHDRAWN.
 GZ2940'
 GZ2940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1.5 MILES
 GZ2940'SOUTHWEST OF LONDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2939 ***********************************************************************
 GZ2939  DESIGNATION -  I75 T 43
 GZ2939  PID         -  GZ2939
 GZ2939  STATE/COUNTY-  KY/LAUREL
 GZ2939  USGS QUAD   -  LONDON (1969)
 GZ2939
 GZ2939                         *CURRENT SURVEY CONTROL
 GZ2939  ___________________________________________________________________
 GZ2939* NAD 83(1993)-  37 07 45.63755(N)    084 05 40.84806(W)     ADJUSTED  
 GZ2939* NAVD 88     -       428.6    (meters)    1406.     (feet)  VERTCON   
 GZ2939  ___________________________________________________________________
 GZ2939  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 GZ2939  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ2939
 GZ2939  HORZ ORDER  -  SECOND
 GZ2939
 GZ2939.The horizontal coordinates were established by classical geodetic methods
 GZ2939.and adjusted by the National Geodetic Survey in December 1995..
 GZ2939
 GZ2939.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2939
 GZ2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2939
 GZ2939.The geoid height was determined by GEOID03.
 GZ2939
 GZ2939;                    North         East     Units Scale Factor Converg.
 GZ2939;SPC KY1Z     - 1,089,649.644 1,647,083.560   MT  0.99998931   +1 00 58.7
 GZ2939;SPC KY1Z     - 3,574,958.87  5,403,806.65   sFT  0.99998931   +1 00 58.7
 GZ2939;SPC KY S     -   589,624.621   647,078.225   MT  0.99995176   +1 00 14.0
 GZ2939;SPC KY S     - 1,934,460.11  2,122,955.81   sFT  0.99995176   +1 00 14.0
 GZ2939;UTM  16      - 4,113,172.864   758,095.694   MT  1.00042067   +1 45 16.8
 GZ2939
 GZ2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2939!SPC KY1Z     -   0.99993747  x   0.99998931  =   0.99992678
 GZ2939!SPC KY S     -   0.99993747  x   0.99995176  =   0.99988924
 GZ2939!UTM  16      -   0.99993747  x   1.00042067  =   1.00035812
 GZ2939
 GZ2939|---------------------------------------------------------------------|
 GZ2939| PID    Reference Object                     Distance      Geod. Az  |
 GZ2939|                                                           dddmmss.s |
 GZ2939| DC2301 I75 T 43 RM 1                        10.374 METERS 01649     |
 GZ2939| DC2302 I75 T 43 RM 2                        22.730 METERS 14118     |
 GZ2939| GZ2938 HONEY                                 7.710 METERS 19929     |
 GZ2939| GZ0672 I75 T 43 AZ MK                                     2583240.8 |
 GZ2939| GZ2937 LONDON STATE POLICE RADIO MAST      APPROX. 2.2 KM 3304356.4 |
 GZ2939|---------------------------------------------------------------------|
 GZ2939
 GZ2939                          SUPERSEDED SURVEY CONTROL
 GZ2939
 GZ2939  NAD 83(1986)-  37 07 45.64448(N)    084 05 40.85270(W) AD(       ) 2
 GZ2939  NAD 27      -  37 07 45.31930(N)    084 05 41.09860(W) AD(       ) 2
 GZ2939  NGVD 29 (07/19/86)  428.8    (m)         1407.     (f) VERT ANG       
 GZ2939
 GZ2939.Superseded values are not recommended for survey control.
 GZ2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2939.See file dsdata.txt to determine how the superseded data were derived.
 GZ2939
 GZ2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG5809613173(NAD 83)
 GZ2939_MARKER: DD = SURVEY DISK
 GZ2939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2939
 GZ2939  HISTORY     - Date     Condition        Report By
 GZ2939  HISTORY     - 1963     MONUMENTED       KYHD
 GZ2939  HISTORY     - 1970     GOOD             NGS
 GZ2939
 GZ2939                          STATION DESCRIPTION
 GZ2939
 GZ2939'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GZ2939'STATION IS LOCATED ON THE WEST SIDE OF LONDON.  IT IS NEAR THE SOUTH
 GZ2939'END OF AN OLD CEMETERY ON A PROMINENT HILL OVERLOOKING
 GZ2939'LONDON AND IS NEAR MICRO-WAVE AND COMMUNICATION TOWERS OWNED BY THE
 GZ2939'KENTUCKY TELEPHONE COMPANY.
 GZ2939'
 GZ2939'TO REACH THE STATION FROM THE LAUREL COUNTY COURT HOUSE IN LONDON, GO
 GZ2939'SOUTHWEST ON STATE HIGHWAY NO. 192 (WEST FIFTH STREET) FOR 0.25
 GZ2939'MILE TO MILL STREET RIGHT (*), TURN RIGHT AND GO NORTHWEST ON MILL
 GZ2939'STREET FOR 0.55 MILE TO WEST 13TH STREET LEFT, TURN LEFT AND GO
 GZ2939'SOUTHWEST ON WEST 13TH STREET FOR 0.4 MILE TO HIGHEST POINT AT
 GZ2939'COMMUNICATION TOWERS AND STATION.
 GZ2939'
 GZ2939'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHWEST ON
 GZ2939'HIGHWAY 192 FOR 0.15 MILE TO FALLS ROAD RIGHT, TURN RIGHT AND GO WEST
 GZ2939'ON FALLS ROAD FOR 1.0 MILE TO MARK ON RIGHT.
 GZ2939'
 GZ2939'STATION MARK IS LOCATED 75 FEET NORTHWEST OF THE SOUTHEAST CORNER OF
 GZ2939'CYCLONE FENCE AROUND COMMUNICATION TOWERS, 24 FEET WEST OF THE
 GZ2939'CENTER OF ROAD, 20 FEET NORTHEAST OF THE NORTHEAST CORNER OF CYCLONE
 GZ2939'FENCE, 12 FEET NORTHEAST OF A 20-INCH SWEET GUM TREE, 2 FEET EAST
 GZ2939'OF METAL WITNESS POST AND SIGN AND 1.8 FEET SOUTHEAST OF WIRE FENCE.
 GZ2939'THE MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-43 1963.
 GZ2939'
 GZ2939'REFERENCE MARK NO. 1 IS 58 FEET SOUTHWEST OF THE FENCE CORNER, 16
 GZ2939'FEET WEST OF THE CENTER OF ROAD AND 1.4 FEET SOUTHEAST OF WIRE FENCE.
 GZ2939'THE MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-43 NO. 1 1963.
 GZ2939'
 GZ2939'REFERENCE MARK NO. 2 IS 41 FEET NORTHEAST OF A POWER POLE WITH
 GZ2939'TRANSFORMER, 22 FEET SOUTHWEST OF THE CENTER OF ROAD AND 1.6 FEET
 GZ2939'NORTHEAST OF THE SOUTHEAST CORNER OF CYCLONE FENCE.  THE MARK IS
 GZ2939'FLUSH AND THE DISK IS STAMPED I-75 T-43 NO. 2 1963.
 GZ2939'
 GZ2939'AZIMUTH MARK IS ABOUT 0.15 MILE NORTHWEST OF A CROSSROAD, ABOUT 223
 GZ2939'FEET EAST AND ACROSS ROAD FROM THE SOUTHEAST CORNER OF A ONE
 GZ2939'STORY FRAME HOUSE, 39 FT NORTHEAST OF TELEPHONE POLE NO 30 1/2, 21
 GZ2939'FEET NORTHEAST OF THE CENTER OF ROAD, 1.8 FEET SOUTH OF METAL WITNESS
 GZ2939'POST AND SIGN AND 1.4 FEET SOUTHWEST OF WIRE FENCE.  THE MARK IS
 GZ2939'FLUSH AND THE DISK IS STAMPED I-75 T-43 1963.
 GZ2939'
 GZ2939'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2939'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2939'
 GZ2939'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GZ2939
 GZ2939                          STATION RECOVERY (1970)
 GZ2939
 GZ2939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GZ2939'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GZ2939'RECOVERED IN EXCELLENT CONDITION.  THE AZIMUTH MARK HAS BEEN
 GZ2939'DESTROYED BY GRADING IN A NEW SUB-DIVISION AND THE DISK WAS NOT
 GZ2939'RECOVERED.  IN CHECKING THE HORIZONTAL MEASURED DISTANCE BETWEEN THE
 GZ2939'STATION MARK AND THE REFERENCE MARKS, THE 1963 MEASUREMENT TO
 GZ2939'REFERENCE MARK NO. 1 WAS VERIFIED, WHILE A DISCREPANCY OF -0.02 OF
 GZ2939'A FOOT WAS NOTED FOR REFERENCE MARK NO. 2.  THE STATION WAS OCCUPIED
 GZ2939'AND IN CHECKING THE ANGLE BETWEEN THE REFERENCE MARKS, THE 1963
 GZ2939'OBSERVED ANGLE WAS CHECKED WITHIN THE REQUIRED LIMITS.  USC AND GS
 GZ2939'TRIANGULATION STATION HONEY 1950 WAS LOCATED BY WORKING AN
 GZ2939'INVERSE COMPUTATION, AND THE STATION AND ITS REFERENCE MARK NO. 2
 GZ2939'WERE LOCATED.  A TRAVERSE TIE WAS MADE TO HONEY 1950, THE DISTANCE
 GZ2939'BEING 25.29 FEET-7.710 METERS.
 GZ2939'
 GZ2939'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GZ2939'
 GZ2939'THE STATION IS LOCATED NEAR THE SUMMIT OF A HIGH, HEAVILY WOODED HILL
 GZ2939'KNOWN LOCALLY AS CEMETERY HILL, AND NEAR THE SITE OF A MICRO-WAVE
 GZ2939'AND COMMUNICATIONS TOWERS LOCATION, AT THE SOUTH END OF A CEMETERY
 GZ2939'NEAR THE WEST EDGE OF LONDON.
 GZ2939'
 GZ2939'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 GZ2939'ROUTES 80 AND 129 AT THE NORTHEAST CORNER OF THE LAUREL COUNTY
 GZ2939'COURTHOUSE IN LONDON, GO SOUTHWEST ON STATE ROUTE 192 (WEST FIFTH
 GZ2939'ST.) FOR 0.25 OF A MILE TO MILL STREET.  HERE TURN RIGHT ON MILL
 GZ2939'STREET AND GO NORTHWEST FOR 0.55 OF A MILE TO WEST 13TH.  STREET ON
 GZ2939'THE LEFT.  HERE TURN LEFT ON WEST 13TH. STREET AND GO SOUTHWESTERLY
 GZ2939'UP A STEEP HILL FOR 0.4 OF A MILE TO THE SUMMIT OF THE HILL NEAR THE
 GZ2939'ENCLOSURE FOR THE TOWERS AND THE STATION AS DESCRIBED.
 GZ2939'
 GZ2939'THE STATION IS 72 FEET NORTH OF THE WEST LEG OF A TOWER SUPPORTING A
 GZ2939'LARGE REFLECTING ANTENNA, 35 FEET SOUTH-SOUTHWEST OF A FENCE
 GZ2939'CORNER, 30 FEET WEST OF THE APPROXIMATE CENTER OF A GRADED ROAD AT
 GZ2939'POINT OF CURVE, 20.7 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF
 GZ2939'A FENCED ENCLOSURE, 12 FEET NORTH-NORTHEAST OF A 24-INCH SWEETGUM
 GZ2939'TREE, 1.7 FEET EAST- SOUTHEAST OF AN OLD WOVEN WIRE FENCE, AND
 GZ2939'0.9 OF A FOOT EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS
 GZ2939'A KENTUCKY DEPARTMENT OF HIGHWAYS TRAVERSE STATION DISK SET IN
 GZ2939'THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GZ2939'IS STAMPED I-75 T-43 1963.
 GZ2939'
 GZ2939'REFERENCE MARK NO. 1 IS 54.5 FEET NORTH-NORTHEAST OF THE NORTHWEST
 GZ2939'CORNER OF THE FENCED ENCLOSURE, 46 FEET NORTH- NORTHEAST OF
 GZ2939'THE 24-INCH SWEETGUM TREE, 16 FEET WEST OF THE APPROXIMATE CENTER OF
 GZ2939'A GRAVELED ROAD, AND 1.3 FEET SOUTHEAST OF A WOVEN WIRE
 GZ2939'FENCE.  IT IS A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK
 GZ2939'SET IN THE TOP OF A 12- INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GZ2939'THE DISK IS STAMPED I-75 T-43 NO. 1 1963.
 GZ2939'
 GZ2939'REFERENCE MARK NO. 2 IS 66 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 GZ2939'THE FENCED ENCLOSURE, 45 FEET NORTHWEST OF A SECURITY LAMP
 GZ2939'POLE, 42 FEET EAST OF THE EAST LEG OF THE TOWER SUPPORTING A LARGE
 GZ2939'REFLECTING ANTENNA, 25 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GZ2939'A GRADED ROAD, 22 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A GATE
 GZ2939'INTO A FENCED ENCLOSURE, 1.5 FEET NORTHEAST OF THE SOUTHEAST
 GZ2939'CORNER OF A FENCED ENCLOSURE, AND AT THE T FENCE CORNER BETWEEN TWO
 GZ2939'FENCED ENCLOSURES.  IT IS A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ2939'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 GZ2939'CONCRETE MONUMENT AND THE DISK IS STAMPED I-75 T-43 NO. 2 1963.
 GZ2939'
 GZ2939'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GZ2939'REFERENCE MARK NO. 2 IS 97.96 FEET-29.859 METERS.
 GZ2939'
 GZ2939'A TRAVERSE TIE WAS MADE TO C AND GS TRIANGULATION STATION HONEY 1950.
 GZ2939'SEE DESCRIPTION THEREOF, AND PARAGRAPH ONE OF THIS DESCRIPTION,
 GZ2939'LINE 12.
 GZ2939'
 GZ2939'THE HORIZONTAL MEASURED DISTANCE BETWEEN I-75 T43 R.M. NO. 2 AND
 GZ2939'HONEY NO. 2 1950 IS 29.96 FEET-9.133 METERS.
 GZ2939'
 GZ2939'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT WEST EDGE OF
 GZ2939'LONDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2935 ***********************************************************************
 GZ2935  DESIGNATION -  I75 T 44
 GZ2935  PID         -  GZ2935
 GZ2935  STATE/COUNTY-  KY/LAUREL
 GZ2935  USGS QUAD   -  LONDON (1969)
 GZ2935
 GZ2935                         *CURRENT SURVEY CONTROL
 GZ2935  ___________________________________________________________________
 GZ2935* NAD 83(1993)-  37 09 31.66979(N)    084 07 13.86347(W)     ADJUSTED  
 GZ2935* NAVD 88     -       411.1    (meters)    1349.     (feet)  VERTCON   
 GZ2935  ___________________________________________________________________
 GZ2935  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 GZ2935  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ2935
 GZ2935  HORZ ORDER  -  SECOND
 GZ2935
 GZ2935.The horizontal coordinates were established by classical geodetic methods
 GZ2935.and adjusted by the National Geodetic Survey in December 1995..
 GZ2935
 GZ2935.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2935
 GZ2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2935
 GZ2935.The geoid height was determined by GEOID03.
 GZ2935
 GZ2935;                    North         East     Units Scale Factor Converg.
 GZ2935;SPC KY1Z     - 1,092,877.444 1,644,730.921   MT  0.99998280   +1 00 01.6
 GZ2935;SPC KY1Z     - 3,585,548.75  5,396,088.03   sFT  0.99998280   +1 00 01.6
 GZ2935;SPC KY S     -   592,852.813   644,726.362   MT  0.99995006   +0 59 17.6
 GZ2935;SPC KY S     - 1,945,051.27  2,115,239.74   sFT  0.99995006   +0 59 17.6
 GZ2935;UTM  16      - 4,116,371.414   755,700.592   MT  1.00040551   +1 44 24.8
 GZ2935
 GZ2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2935!SPC KY1Z     -   0.99994022  x   0.99998280  =   0.99992302
 GZ2935!SPC KY S     -   0.99994022  x   0.99995006  =   0.99989028
 GZ2935!UTM  16      -   0.99994022  x   1.00040551  =   1.00034570
 GZ2935
 GZ2935:                Primary Azimuth Mark                     Grid Az
 GZ2935:SPC KY1Z     -  LONDON STATE POLICE RADIO MAST           136 52 46.8
 GZ2935:SPC KY S     -  LONDON STATE POLICE RADIO MAST           136 53 30.8
 GZ2935:UTM  16      -  LONDON STATE POLICE RADIO MAST           136 08 23.6
 GZ2935
 GZ2935|---------------------------------------------------------------------|
 GZ2935| PID    Reference Object                     Distance      Geod. Az  |
 GZ2935|                                                           dddmmss.s |
 GZ2935| GZ2937 LONDON STATE POLICE RADIO MAST      APPROX. 1.8 KM 1375248.4 |
 GZ2935| DC2357 I75 T 44 RM 1                        13.026 METERS 25646     |
 GZ2935| DC2358 I75 T 44 RM 2                        10.820 METERS 34404     |
 GZ2935|---------------------------------------------------------------------|
 GZ2935
 GZ2935                          SUPERSEDED SURVEY CONTROL
 GZ2935
 GZ2935  NAD 83(1986)-  37 09 31.67667(N)    084 07 13.86807(W) AD(       ) 2
 GZ2935  NAD 27      -  37 09 31.35390(N)    084 07 14.11260(W) AD(       ) 2
 GZ2935  NGVD 29 (07/19/86)  411.3    (m)         1349.     (f) VERT ANG       
 GZ2935
 GZ2935.Superseded values are not recommended for survey control.
 GZ2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2935.See file dsdata.txt to determine how the superseded data were derived.
 GZ2935
 GZ2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG5570116371(NAD 83)
 GZ2935_MARKER: DD = SURVEY DISK
 GZ2935_SETTING: 0 = UNSPECIFIED SETTING
 GZ2935
 GZ2935  HISTORY     - Date     Condition        Report By
 GZ2935  HISTORY     - 1963     MONUMENTED       KYHD
 GZ2935
 GZ2935                          STATION DESCRIPTION
 GZ2935
 GZ2935'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GZ2935'STATION IS LOCATED ABOUT 2.9 MILES NORTHWEST OF LONDON AND ABOUT 0.55
 GZ2935'MILE SOUTHWEST OF PITTSBURG COMMUNITY.  IT IS APPROXIMATELY ON
 GZ2935'THE HIGHEST POINT OF A WOODED RIDGE.
 GZ2935'
 GZ2935'TO REACH THE STATION FROM THE LAUREL COUNTY COURT HOUSE IN LONDON, GO
 GZ2935'NORTHWEST ON U.S. HIGHWAY NO. 25 FOR 2.9 MILES TO A GRAVEL ROAD
 GZ2935'LEFT, TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.25 MILE TO A DIRT
 GZ2935'ROAD STRAIGHT AHEAD AND SHARP CURVE RIGHT IN GRAVEL ROAD, CONTINUE
 GZ2935'WEST ON GRAVEL ROAD FOR 0.35 MILE TO END OF GRAVEL, CONTINUE STRAIGHT
 GZ2935'AHEAD ON OLD DIRT ROAD FOR APPROXIMATELY 0.05 MILE TO AN OLD BARN
 GZ2935'AND END OF TRUCK TRAVEL.  FROM THIS POINT, WALK NORTH FOR
 GZ2935'APPROXIMATELY 0.25 MILE TO HIGHEST POINT AND STATION.
 GZ2935'
 GZ2935'STATION MARK IS LOCATED 17 FEET SOUTH-SOUTHEAST OF A 14-INCH RED OAK
 GZ2935'TREE WITH TRIANGULAR BLAZE, 10 FEET EAST-NORTHEAST OF A 12-INCH RED
 GZ2935'OAK TREE WITH TRIANGULAR BLAZE AND 1.8 FEET SOUTHWEST OF METAL
 GZ2935'WITNESS POST AND SIGN.  THE MARK IS SET IN TOP OF A 6-INCH IRON PIPE
 GZ2935'FILLED WITH CONCRETE AND PROJECTS 5 INCHES.  THE DISK IS STAMPED I-75
 GZ2935'T-44 1963.
 GZ2935'
 GZ2935'REFERENCE MARK NO. 1 IS 34 FEET WEST-SOUTHWEST OF A 14-INCH RED OAK
 GZ2935'TREE WITH TRIANGULAR BLAZE AND ABOUT 4 FEET LOWER THAN STATION.
 GZ2935'THE MARK IS SET IN TOP OF A 6-INCH IRON PIPE FILLED WITH CONCRETE AND
 GZ2935'PROJECTS 3 INCHES.  THE DISK IS STAMPED I-75 T-44 NO. 1 1963.
 GZ2935'
 GZ2935'REFERENCE MARK NO. 2 IS 19 FEET NORTH-NORTHWEST OF A 12-INCH RED OAK
 GZ2935'TREE WITH TRIANGULAR BLAZE, 19 FEET NE OF A 12-INCH
 GZ2935'CHESTNUT OAK TREE AND ABOUT 6 FEET LOWER THAN STATION.  THE
 GZ2935'MARK IS SET IN TOP OF A 6-INCH
 GZ2935'IRON PIPE FILLED WITH CONCRETE AND PROJECTS 3 INCHES.  THE DISK IS
 GZ2935'STAMPED I-75 T-44 NO.  2 1963.
 GZ2935'
 GZ2935'NO SUITABLE PLACE WAS FOUND FOR AZIMUTH MARK DUE TO WOODED AREA.
 GZ2935'
 GZ2935'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 GZ2935'HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 GZ2935'
 GZ2935'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0663 ***********************************************************************
 GZ0663  DESIGNATION -  I75 T 45
 GZ0663  PID         -  GZ0663
 GZ0663  STATE/COUNTY-  KY/LAUREL
 GZ0663  USGS QUAD   -  BERNSTADT (1969)
 GZ0663
 GZ0663                         *CURRENT SURVEY CONTROL
 GZ0663  ___________________________________________________________________
 GZ0663* NAD 83(1993)-  37 11 21.66629(N)    084 08 56.30518(W)     ADJUSTED  
 GZ0663* NAVD 88     -       385.384  (meters)    1264.38   (feet)  ADJUSTED  
 GZ0663  ___________________________________________________________________
 GZ0663  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 GZ0663  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ0663  DYNAMIC HT  -         385.086 (meters)    1263.40  (feet)  COMP
 GZ0663  MODELED GRAV-     979,844.3   (mgal)                       NAVD 88
 GZ0663
 GZ0663  HORZ ORDER  -  SECOND
 GZ0663  VERT ORDER  -  SECOND    CLASS 0
 GZ0663
 GZ0663.The horizontal coordinates were established by classical geodetic methods
 GZ0663.and adjusted by the National Geodetic Survey in December 1995..
 GZ0663
 GZ0663.The orthometric height was determined by differential leveling
 GZ0663.and adjusted by the National Geodetic Survey in June 1991..
 GZ0663
 GZ0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0663
 GZ0663.The geoid height was determined by GEOID03.
 GZ0663
 GZ0663.The dynamic height is computed by dividing the NAVD 88
 GZ0663.geopotential number by the normal gravity value computed on the
 GZ0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0663.degrees latitude (g = 980.6199 gals.).
 GZ0663
 GZ0663.The modeled gravity was interpolated from observed gravity values.
 GZ0663
 GZ0663;                    North         East     Units Scale Factor Converg.
 GZ0663;SPC KY1Z     - 1,096,224.105 1,642,145.530   MT  0.99997632   +0 58 58.7
 GZ0663;SPC KY1Z     - 3,596,528.58  5,387,605.79   sFT  0.99997632   +0 58 58.7
 GZ0663;SPC KY S     -   596,199.918   642,141.756   MT  0.99994858   +0 58 15.5
 GZ0663;SPC KY S     - 1,956,032.56  2,106,760.08   sFT  0.99994858   +0 58 15.5
 GZ0663;UTM  16      - 4,119,685.764   753,071.066   MT  1.00038902   +1 43 27.2
 GZ0663
 GZ0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0663!SPC KY1Z     -   0.99994426  x   0.99997632  =   0.99992058
 GZ0663!SPC KY S     -   0.99994426  x   0.99994858  =   0.99989284
 GZ0663!UTM  16      -   0.99994426  x   1.00038902  =   1.00033326
 GZ0663
 GZ0663|---------------------------------------------------------------------|
 GZ0663| PID    Reference Object                     Distance      Geod. Az  |
 GZ0663|                                                           dddmmss.s |
 GZ0663| GZ0662 I75 T 45 RM 1                        30.281 METERS 01320     |
 GZ0663| GZ0664 I75 T 45 RM 2                        10.642 METERS 11247     |
 GZ0663| GZ0661 I75 T 45 AZ MK                                     3094124.4 |
 GZ0663|---------------------------------------------------------------------|
 GZ0663
 GZ0663                          SUPERSEDED SURVEY CONTROL
 GZ0663
 GZ0663  NAD 83(1986)-  37 11 21.67306(N)    084 08 56.30968(W) AD(       ) 2
 GZ0663  NAD 27      -  37 11 21.35330(N)    084 08 56.55310(W) AD(       ) 2
 GZ0663  NGVD 29 (??/??/92)  385.543  (m)         1264.90   (f) ADJ UNCH    2 0
 GZ0663
 GZ0663.Superseded values are not recommended for survey control.
 GZ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0663.See file dsdata.txt to determine how the superseded data were derived.
 GZ0663
 GZ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG5307119686(NAD 83)
 GZ0663_MARKER: DD = SURVEY DISK
 GZ0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0663_STAMPING: I-75 T-45 1963
 GZ0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0663+STABILITY: SURFACE MOTION
 GZ0663
 GZ0663  HISTORY     - Date     Condition        Report By
 GZ0663  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0663  HISTORY     - 1963     GOOD             PAS
 GZ0663
 GZ0663                          STATION DESCRIPTION
 GZ0663
 GZ0663'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GZ0663'STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF LONDON AND ABOUT
 GZ0663'1.7 MILES WEST OF EAST BERNSTADT.  IT IS APPROXIMATELY
 GZ0663'650 FEET WEST OF SNUFFER CEMETERY AND IS ON LAND OWNED BY FANNIE AND
 GZ0663'DAN J. GILL.
 GZ0663'
 GZ0663'TO REACH THE STATION FROM THE LAUREL COUNTY COURT HOUSE IN LONDON, GO
 GZ0663'NORTHWEST ON U.S. HIGHWAY NO. 25 FOR 5.95 MILES TO FANNIE GILLS
 GZ0663'RESIDENCE ON LEFT AND STATION.
 GZ0663'
 GZ0663'TO REACH AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST ON U.S.
 GZ0663'HIGHWAY NO. 25 FOR 0.45 MILE TO MARK ON RIGHT.
 GZ0663'
 GZ0663'STATION MARK IS LOCATED IN BACK YARD AT FANNIE GILLS RESIDENCE.  IT
 GZ0663'IS ABOUT 145 FEET SOUTH OF THE CENTER OF U.S. 25, 57-1/2 FEET
 GZ0663'EAST-SOUTHEAST OF A POWER LINE SERVICE POLE, 29-1/2 FEET SOUTHWEST OF
 GZ0663'THE SOUTHWEST CORNER OF HOUSE, 25 FEET WEST OF THE SOUTHWEST CORNER
 GZ0663'OF A CONCRETE BLOCK CELLAR.  THE MARK IS ABOUT 18 INCHES UNDERGROUND
 GZ0663'(AT PROPERTY OWNERS REQUEST) AND THE DISK IS STAMPED I-75 T-45
 GZ0663'1963.
 GZ0663'
 GZ0663'REFERENCE MARK NO. 1 IS 46-1/2 FEET NORTHWEST OF THE NORTHWEST CORNER
 GZ0663'OF HOUSE, 46 FEET SOUTH OF THE CENTER OF HIGHWAY AND ABOUT 9 FEET
 GZ0663'HIGHER THAN HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED I-75
 GZ0663'T-45 NO. 1 1963.
 GZ0663'
 GZ0663'REFERENCE MARK NO. 2 IS 38-1/2 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 GZ0663'OF HOUSE, 15 FEET WEST OF THE NORTHWEST CORNER OF CONCRETE BLOCK
 GZ0663'SHED AND 4-1/2 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF
 GZ0663'CONCRETE BLOCK CELLAR.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GZ0663'I-75 T-45 NO. 2 1963.
 GZ0663'
 GZ0663'AZIMUTH MARK IS LOCATED DIRECTLY ACROSS THE HIGHWAY FROM A RESTAURANT
 GZ0663'AT DOGPATCH, 91 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE
 GZ0663'STORY HOUSE, 147 FEET SOUTHEAST OF A TELEPHONE POLE, 57 FEET
 GZ0663'NORTHEAST OF THE CENTER OF HIGHWAY, 23-1/2 FEET SOUTH-SOUTHEAST OF
 GZ0663'FENCE CORNER, 2 FEET SOUTH OF METAL WITNESS POST AND SIGN, 1.4 FEET
 GZ0663'SOUTHWEST OF WIRE FENCE AND ABOUT 5 FEET HIGHER THAN HIGHWAY.  THE
 GZ0663'MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-45 1963.
 GZ0663'
 GZ0663'STATION, UNDERGROUND REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ0663'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ0663'
 GZ0663'HEIGHT OF LIGHT ABOVE STATION MARK 1.9 METERS.
 GZ0663
 GZ0663                          STATION RECOVERY (1963)
 GZ0663
 GZ0663'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0663'6 MI NW FROM LONDON.
 GZ0663'ABOUT 5.95 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0663'LAUREL COUNTY COURT HOUSE AT LONDON, IN THE BACK YARD AT MRS.
 GZ0663'FANNIE GILLS RESIDENCE, ABOUT 145 FEET SOUTH OF THE CENTER-LINE
 GZ0663'OF HIGHWAY, 57 1/2 FEET EAST-SOUTHEAST OF A POWER LINE SERVICE
 GZ0663'POLE, 29 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MRS. GILLS
 GZ0663'HOUSE, 25 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 GZ0663'CELLAR AND ABOUT 18 INCHES UNDERGROUND.  A KENTUCKY DEPARTMENT
 GZ0663'OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE AND STAMPED I-75
 GZ0663'T-45 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0661 ***********************************************************************
 GZ0661  DESIGNATION -  I75 T 45 AZ MK
 GZ0661  PID         -  GZ0661
 GZ0661  STATE/COUNTY-  KY/LAUREL
 GZ0661  USGS QUAD   -  BERNSTADT (1969)
 GZ0661
 GZ0661                         *CURRENT SURVEY CONTROL
 GZ0661  ___________________________________________________________________
 GZ0661* NAD 83(1986)-  37 11 37.     (N)    084 09 19.     (W)     SCALED    
 GZ0661* NAVD 88     -       379.763  (meters)    1245.94   (feet)  ADJUSTED  
 GZ0661  ___________________________________________________________________
 GZ0661  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ0661  DYNAMIC HT  -         379.469 (meters)    1244.97  (feet)  COMP
 GZ0661  MODELED GRAV-     979,845.4   (mgal)                       NAVD 88
 GZ0661
 GZ0661  VERT ORDER  -  SECOND    CLASS 0
 GZ0661
 GZ0661.The horizontal coordinates were scaled from a topographic map and have
 GZ0661.an estimated accuracy of +/- 6 seconds.
 GZ0661
 GZ0661.The orthometric height was determined by differential leveling
 GZ0661.and adjusted by the National Geodetic Survey in June 1991..
 GZ0661
 GZ0661.The geoid height was determined by GEOID03.
 GZ0661
 GZ0661.The dynamic height is computed by dividing the NAVD 88
 GZ0661.geopotential number by the normal gravity value computed on the
 GZ0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0661.degrees latitude (g = 980.6199 gals.).
 GZ0661
 GZ0661.The modeled gravity was interpolated from observed gravity values.
 GZ0661
 GZ0661;                    North         East    Units  Estimated Accuracy
 GZ0661;SPC KY1Z     - 1,096,690.    1,641,580.      MT  (+/- 180 meters Scaled)
 GZ0661
 GZ0661                          SUPERSEDED SURVEY CONTROL
 GZ0661
 GZ0661  NGVD 29 (??/??/92)  379.922  (m)         1246.46   (f) ADJ UNCH    2 0
 GZ0661
 GZ0661.Superseded values are not recommended for survey control.
 GZ0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0661.See file dsdata.txt to determine how the superseded data were derived.
 GZ0661
 GZ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG524201(NAD 83)
 GZ0661_MARKER: DD = SURVEY DISK
 GZ0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0661_STAMPING: I-75 T-45 1963
 GZ0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0661+STABILITY: SURFACE MOTION
 GZ0661
 GZ0661  HISTORY     - Date     Condition        Report By
 GZ0661  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0661
 GZ0661                          STATION DESCRIPTION
 GZ0661
 GZ0661'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 GZ0661'6.4 MI NW FROM LONDON.
 GZ0661'ABOUT 6.4 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0661'LAUREL COUNTY COURT HOUSE AT LONDON, DIRECTLY ACROSS HIGHWAY FROM
 GZ0661'A RESTAURANT AT DOGPATCH, ABOUT 147 FEET SOUTHEAST OF A TELEPHONE
 GZ0661'POLE, 91 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY
 GZ0661'HOUSE, 57 FEET NORTHEAST OF THE CENTER-LINE OF HIGHWAY, 23 1/2
 GZ0661'FEET SOUTH-SOUTHEAST OF FENCE CORNER, 2 FEET SOUTH OF METAL
 GZ0661'WITNESS POST AND SIGN, 1.4 FEET SOUTHWEST OF WIRE FENCE AND ABOUT
 GZ0661'5 FEET HIGHER THAN HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0661'AZIMUTH MARK DISK SET IN TOP OF CONCRETE FLUSH WITH GROUND AND
 GZ0661'STAMPED I-75 T-45 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0662 ***********************************************************************
 GZ0662  DESIGNATION -  I75 T 45 RM 1
 GZ0662  PID         -  GZ0662
 GZ0662  STATE/COUNTY-  KY/LAUREL
 GZ0662  USGS QUAD   -  BERNSTADT (1969)
 GZ0662
 GZ0662                         *CURRENT SURVEY CONTROL
 GZ0662  ___________________________________________________________________
 GZ0662* NAD 83(1986)-  37 11 21.     (N)    084 08 57.     (W)     SCALED    
 GZ0662* NAVD 88     -       385.060  (meters)    1263.32   (feet)  ADJUSTED  
 GZ0662  ___________________________________________________________________
 GZ0662  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ0662  DYNAMIC HT  -         384.762 (meters)    1262.34  (feet)  COMP
 GZ0662  MODELED GRAV-     979,844.3   (mgal)                       NAVD 88
 GZ0662
 GZ0662  VERT ORDER  -  SECOND    CLASS 0
 GZ0662
 GZ0662.The horizontal coordinates were scaled from a topographic map and have
 GZ0662.an estimated accuracy of +/- 6 seconds.
 GZ0662
 GZ0662.The orthometric height was determined by differential leveling
 GZ0662.and adjusted by the National Geodetic Survey in June 1991..
 GZ0662
 GZ0662.The geoid height was determined by GEOID03.
 GZ0662
 GZ0662.The dynamic height is computed by dividing the NAVD 88
 GZ0662.geopotential number by the normal gravity value computed on the
 GZ0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0662.degrees latitude (g = 980.6199 gals.).
 GZ0662
 GZ0662.The modeled gravity was interpolated from observed gravity values.
 GZ0662
 GZ0662;                    North         East    Units  Estimated Accuracy
 GZ0662;SPC KY1Z     - 1,096,200.    1,642,130.      MT  (+/- 180 meters Scaled)
 GZ0662
 GZ0662                          SUPERSEDED SURVEY CONTROL
 GZ0662
 GZ0662  NGVD 29 (??/??/92)  385.218  (m)         1263.84   (f) ADJ UNCH    2 0
 GZ0662
 GZ0662.Superseded values are not recommended for survey control.
 GZ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0662.See file dsdata.txt to determine how the superseded data were derived.
 GZ0662
 GZ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG530196(NAD 83)
 GZ0662_MARKER: DD = SURVEY DISK
 GZ0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0662_STAMPING: I-75 T-45 NO 1 1963
 GZ0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0662+STABILITY: SURFACE MOTION
 GZ0662
 GZ0662  HISTORY     - Date     Condition        Report By
 GZ0662  HISTORY     - 1963     MONUMENTED       PAS
 GZ0662
 GZ0662                          STATION DESCRIPTION
 GZ0662
 GZ0662'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0662'6 MI NW FROM LONDON.
 GZ0662'ABOUT 5.95 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0662'LAUREL COUNTY COURT HOUSE AT LONDON, 46 1/2 FEET NORTHWEST OF THE
 GZ0662'NORTHWEST CORNER OF MRS. FANNIE GILLS RESIDENCE, 46 FEET SOUTH
 GZ0662'OF THE CENTER-LINE OF HIGHWAY AND ABOUT 9 FEET HIGHER THAN
 GZ0662'HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK
 GZ0662'SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-45
 GZ0662'NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0664 ***********************************************************************
 GZ0664  DESIGNATION -  I75 T 45 RM 2
 GZ0664  PID         -  GZ0664
 GZ0664  STATE/COUNTY-  KY/LAUREL
 GZ0664  USGS QUAD   -  BERNSTADT (1969)
 GZ0664
 GZ0664                         *CURRENT SURVEY CONTROL
 GZ0664  ___________________________________________________________________
 GZ0664* NAD 83(1986)-  37 11 21.     (N)    084 08 57.     (W)     SCALED    
 GZ0664* NAVD 88     -       385.552  (meters)    1264.93   (feet)  ADJUSTED  
 GZ0664  ___________________________________________________________________
 GZ0664  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ0664  DYNAMIC HT  -         385.253 (meters)    1263.95  (feet)  COMP
 GZ0664  MODELED GRAV-     979,844.3   (mgal)                       NAVD 88
 GZ0664
 GZ0664  VERT ORDER  -  SECOND    CLASS 0
 GZ0664
 GZ0664.The horizontal coordinates were scaled from a topographic map and have
 GZ0664.an estimated accuracy of +/- 6 seconds.
 GZ0664
 GZ0664.The orthometric height was determined by differential leveling
 GZ0664.and adjusted by the National Geodetic Survey in June 1991..
 GZ0664
 GZ0664.The geoid height was determined by GEOID03.
 GZ0664
 GZ0664.The dynamic height is computed by dividing the NAVD 88
 GZ0664.geopotential number by the normal gravity value computed on the
 GZ0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0664.degrees latitude (g = 980.6199 gals.).
 GZ0664
 GZ0664.The modeled gravity was interpolated from observed gravity values.
 GZ0664
 GZ0664;                    North         East    Units  Estimated Accuracy
 GZ0664;SPC KY1Z     - 1,096,200.    1,642,130.      MT  (+/- 180 meters Scaled)
 GZ0664
 GZ0664                          SUPERSEDED SURVEY CONTROL
 GZ0664
 GZ0664  NGVD 29 (??/??/92)  385.711  (m)         1265.45   (f) ADJ UNCH    2 0
 GZ0664
 GZ0664.Superseded values are not recommended for survey control.
 GZ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0664.See file dsdata.txt to determine how the superseded data were derived.
 GZ0664
 GZ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG530196(NAD 83)
 GZ0664_MARKER: DD = SURVEY DISK
 GZ0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0664_STAMPING: I-75 T-45 NO 2 1963
 GZ0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0664+STABILITY: SURFACE MOTION
 GZ0664
 GZ0664  HISTORY     - Date     Condition        Report By
 GZ0664  HISTORY     - 1963     MONUMENTED       PAS
 GZ0664
 GZ0664                          STATION DESCRIPTION
 GZ0664
 GZ0664'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0664'6 MI NW FROM LONDON.
 GZ0664'ABOUT 5.95 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0664'LAUREL COUNTY COURT HOUSE AT LONDON, 38 1/2 FEET SOUTHWEST OF
 GZ0664'THE SOUTHEAST CORNER OF MRS. FANNIE GILLS RESIDENCE, 15 FEET WEST
 GZ0664'OF THE NORTHWEST CORNER OF A CONCRETE BLOCK SHED AND 4 1/2 FEET
 GZ0664'WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF CONCRETE BLOCK CELLAR.
 GZ0664'A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP
 GZ0664'OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-45 NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2944 ***********************************************************************
 GZ2944  DESIGNATION -  I75 T 46
 GZ2944  PID         -  GZ2944
 GZ2944  STATE/COUNTY-  KY/LAUREL
 GZ2944  USGS QUAD   -  BERNSTADT (1969)
 GZ2944
 GZ2944                         *CURRENT SURVEY CONTROL
 GZ2944  ___________________________________________________________________
 GZ2944* NAD 83(1993)-  37 10 12.72783(N)    084 11 09.94520(W)     ADJUSTED  
 GZ2944* NAVD 88     -       406.1    (meters)    1332.     (feet)  VERTCON   
 GZ2944  ___________________________________________________________________
 GZ2944  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 GZ2944  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 GZ2944
 GZ2944  HORZ ORDER  -  SECOND
 GZ2944
 GZ2944.The horizontal coordinates were established by classical geodetic methods
 GZ2944.and adjusted by the National Geodetic Survey in December 1995..
 GZ2944
 GZ2944.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2944
 GZ2944.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2944
 GZ2944.The geoid height was determined by GEOID03.
 GZ2944
 GZ2944;                    North         East     Units Scale Factor Converg.
 GZ2944;SPC KY1Z     - 1,094,043.322 1,638,885.595   MT  0.99998035   +0 57 36.6
 GZ2944;SPC KY1Z     - 3,589,373.80  5,376,910.49   sFT  0.99998035   +0 57 36.6
 GZ2944;SPC KY S     -   594,019.874   638,881.465   MT  0.99994947   +0 56 54.4
 GZ2944;SPC KY S     - 1,948,880.20  2,096,063.61   sFT  0.99994947   +0 56 54.4
 GZ2944;UTM  16      - 4,117,462.112   749,838.314   MT  1.00036899   +1 42 03.6
 GZ2944
 GZ2944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2944!SPC KY1Z     -   0.99994099  x   0.99998035  =   0.99992134
 GZ2944!SPC KY S     -   0.99994099  x   0.99994947  =   0.99989046
 GZ2944!UTM  16      -   0.99994099  x   1.00036899  =   1.00030995
 GZ2944
 GZ2944:                Primary Azimuth Mark                     Grid Az
 GZ2944:SPC KY1Z     -  I75 T 46 AZ MK                           019 51 30.6
 GZ2944:SPC KY S     -  I75 T 46 AZ MK                           019 52 12.8
 GZ2944:UTM  16      -  I75 T 46 AZ MK                           019 07 03.6
 GZ2944
 GZ2944|---------------------------------------------------------------------|
 GZ2944| PID    Reference Object                     Distance      Geod. Az  |
 GZ2944|                                                           dddmmss.s |
 GZ2944| DC2359 I75 T 46 AZ MK                                     0204907.2 |
 GZ2944| DC2360 I75 T 46 RM 1                        14.309 METERS 11955     |
 GZ2944| DC2361 I75 T 46 RM 2                        13.923 METERS 30028     |
 GZ2944|---------------------------------------------------------------------|
 GZ2944
 GZ2944                          SUPERSEDED SURVEY CONTROL
 GZ2944
 GZ2944  NAD 83(1986)-  37 10 12.73426(N)    084 11 09.95018(W) AD(       ) 2
 GZ2944  NAD 27      -  37 10 12.41260(N)    084 11 10.18880(W) AD(       ) 2
 GZ2944  NGVD 29 (07/19/86)  406.3    (m)         1333.     (f) VERT ANG       
 GZ2944
 GZ2944.Superseded values are not recommended for survey control.
 GZ2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2944.See file dsdata.txt to determine how the superseded data were derived.
 GZ2944
 GZ2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4983817462(NAD 83)
 GZ2944_MARKER: DD = SURVEY DISK
 GZ2944_SETTING: 0 = UNSPECIFIED SETTING
 GZ2944
 GZ2944  HISTORY     - Date     Condition        Report By
 GZ2944  HISTORY     - 1963     MONUMENTED       KYHD
 GZ2944
 GZ2944                          STATION DESCRIPTION
 GZ2944
 GZ2944'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GZ2944'STATION IS LOCATED ABOUT 6 MILES WEST OF LONDON AND ABOUT 1 MILE
 GZ2944'NORTH OF BERNSTADT COMMUNITY.  IT IS NEAR THE HIGHEST POINT OF AN
 GZ2944'OPEN FIELD AND ON LAND OWNED BY MR. EDD BRUMMETT.
 GZ2944'
 GZ2944'TO REACH THE STATION FROM THE LAUREL COUNTY COURT HOUSE IN LONDON, GO
 GZ2944'NORTHWEST ON U.S. HIGHWAY NO. 25 FOR 1.5 MILES TO THE JUNCTION OF
 GZ2944'STATE HIGHWAY NO. 80 LEFT, TURN LEFT AND GO WEST ON STATE HIGHWAY NO.
 GZ2944'80 FOR 5.4 MILES TO A BLACK TOP ROAD RIGHT AT BERNSTADT COMMUNITY,
 GZ2944'TURN RIGHT AND GO NORTH ON BLACK TOP ROAD FOR 0.9 MILE TO A SIDE ROAD
 GZ2944'RIGHT, TURN RIGHT AND GO NORTHEAST ON GRAVEL ROAD FOR 0.25 MILE
 GZ2944'TO MR. BRUMMETTS RESIDENCE ON RIGHT (*), FROM THIS POINT WALK EAST
 GZ2944'ACROSS PASTURE FOR APPROXIMATELY 0.1 MILE TO HIGHEST POINT AND
 GZ2944'STATION.
 GZ2944'
 GZ2944'(*) TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHEAST ON
 GZ2944'GRAVEL ROAD FOR 0.6 MILE TO MARK ON RIGHT.
 GZ2944'
 GZ2944'STATION MARK IS LOCATED 45 FEET SOUTH OF A 15-INCH CHESTNUT OAK TREE,
 GZ2944'28 FEET WEST OF A 20-INCH RED OAK TREE, 23 FEET NORTHWEST OF FENCE
 GZ2944'CORNER, 1.8 FEET WEST OF METAL WITNESS POST AND SIGN AND 1.6 FEET
 GZ2944'SOUTHWEST OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GZ2944'I-75 T-46 1963.
 GZ2944'
 GZ2944'REFERENCE MARK NO. 1 IS 33 FEET SOUTHEAST OF A 20-INCH RED OAK TREE,
 GZ2944'25 FEET EAST OF FENCE CORNER AND 1.5 FEET SOUTH OF WIRE FENCE.  THE
 GZ2944'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I-75 T-46 NO. 1 1963.
 GZ2944'
 GZ2944'REFERENCE MARK NO. 2 IS 39 FEET SOUTHEAST OF A 20-INCH RED OAK TREE,
 GZ2944'31 FEET SOUTHWEST OF A 15-INCH CHESTNUT OAK TREE AND 1.1 FEET
 GZ2944'SOUTH OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I-75
 GZ2944'T-46 NO. 2 1963.
 GZ2944'
 GZ2944'AZIMUTH MARK IS 80 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 1-1/2
 GZ2944'STORY FRAME HOUSE, 18 FEET SOUTHEAST OF THE CENTER OF ROAD, 2 FEET
 GZ2944'WEST OF FENCE CORNER, 1.3 FEET NORTHWEST OF WIRE FENCE AND ABOUT
 GZ2944'LEVEL WITH ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED I-75
 GZ2944'T-46 1963.
 GZ2944'
 GZ2944'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2944'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2944'
 GZ2944'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2945 ***********************************************************************
 GZ2945  DESIGNATION -  I75 T 47
 GZ2945  PID         -  GZ2945
 GZ2945  STATE/COUNTY-  KY/LAUREL
 GZ2945  USGS QUAD   -  BERNSTADT (1969)
 GZ2945
 GZ2945                         *CURRENT SURVEY CONTROL
 GZ2945  ___________________________________________________________________
 GZ2945* NAD 83(1993)-  37 12 44.03100(N)    084 10 16.91611(W)     ADJUSTED  
 GZ2945* NAVD 88     -       383.5    (meters)    1258.     (feet)  VERTCON   
 GZ2945  ___________________________________________________________________
 GZ2945  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 GZ2945  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GZ2945
 GZ2945  HORZ ORDER  -  SECOND
 GZ2945
 GZ2945.The horizontal coordinates were established by classical geodetic methods
 GZ2945.and adjusted by the National Geodetic Survey in December 1995..
 GZ2945
 GZ2945.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2945
 GZ2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2945
 GZ2945.The geoid height was determined by GEOID03.
 GZ2945
 GZ2945;                    North         East     Units Scale Factor Converg.
 GZ2945;SPC KY1Z     - 1,098,728.960 1,640,114.727   MT  0.99997165   +0 58 09.2
 GZ2945;SPC KY1Z     - 3,604,746.60  5,380,943.07   sFT  0.99997165   +0 58 09.2
 GZ2945;SPC KY S     -   598,705.131   640,111.527   MT  0.99994765   +0 57 26.6
 GZ2945;SPC KY S     - 1,964,251.75  2,100,099.23   sFT  0.99994765   +0 57 26.6
 GZ2945;UTM  16      - 4,122,165.131   751,007.161   MT  1.00037619   +1 42 41.6
 GZ2945
 GZ2945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2945!SPC KY1Z     -   0.99994455  x   0.99997165  =   0.99991621
 GZ2945!SPC KY S     -   0.99994455  x   0.99994765  =   0.99989221
 GZ2945!UTM  16      -   0.99994455  x   1.00037619  =   1.00032072
 GZ2945
 GZ2945:                Primary Azimuth Mark                     Grid Az
 GZ2945:SPC KY1Z     -  I75 T 47 AZ MK                           115 23 40.5
 GZ2945:SPC KY S     -  I75 T 47 AZ MK                           115 24 23.1
 GZ2945:UTM  16      -  I75 T 47 AZ MK                           114 39 08.1
 GZ2945
 GZ2945|---------------------------------------------------------------------|
 GZ2945| PID    Reference Object                     Distance      Geod. Az  |
 GZ2945|                                                           dddmmss.s |
 GZ2945| GZ0658 I75 T 47 AZ MK                                     1162149.7 |
 GZ2945| DC2362 I75 T 47 RM 1                        29.235 METERS 16236     |
 GZ2945| DC2363 I75 T 47 RM 2                        32.984 METERS 28913     |
 GZ2945|---------------------------------------------------------------------|
 GZ2945
 GZ2945                          SUPERSEDED SURVEY CONTROL
 GZ2945
 GZ2945  NAD 83(1986)-  37 12 44.03773(N)    084 10 16.92042(W) AD(       ) 2
 GZ2945  NAD 27      -  37 12 43.72000(N)    084 10 17.16160(W) AD(       ) 2
 GZ2945  NGVD 29 (07/19/86)  383.7    (m)         1259.     (f) VERT ANG       
 GZ2945
 GZ2945.Superseded values are not recommended for survey control.
 GZ2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2945.See file dsdata.txt to determine how the superseded data were derived.
 GZ2945
 GZ2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG5100722165(NAD 83)
 GZ2945_MARKER: DD = SURVEY DISK
 GZ2945_SETTING: 0 = UNSPECIFIED SETTING
 GZ2945
 GZ2945  HISTORY     - Date     Condition        Report By
 GZ2945  HISTORY     - 1963     MONUMENTED       KYHD
 GZ2945
 GZ2945                          STATION DESCRIPTION
 GZ2945
 GZ2945'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GZ2945'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF LONDON AND ABOUT 3
 GZ2945'1/2 MILES WEST-NORTHWEST OF EAST BERNSTADT.  IT IS ON LAND OWNED BY
 GZ2945'MR. EZRA DAUGHERTY.
 GZ2945'
 GZ2945'TO REACH THE STATION FROM THE LAUREL COUNTY COURT HOUSE IN LONDON, GO
 GZ2945'NORTHWEST ON U.S. HIGHWAY NO. 25 FOR 7.45 MILES TO A DIRT ROAD LEFT
 GZ2945'(*), TURN LEFT AND GO WEST ON DIRT ROAD FOR 0.4 MILE TO A DRIVE
 GZ2945'RIGHT, TURN RIGHT AND GO NORTH ON DRIVE FOR 0.25 MILE TO MR.
 GZ2945'DAUGHERTYS RESIDENCE AND STATION.
 GZ2945'
 GZ2945'(*) TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD ON U.S.
 GZ2945'HIGHWAY NO. 25 FOR 0.25 MILE TO A POWER LINE CROSSING AND MARK ON
 GZ2945'THE RIGHT.
 GZ2945'
 GZ2945'STATION MARK IS LOCATED AT THE NORTHWEST CORNER OF A CULTIVATED
 GZ2945'FIELD, 79-1/2 FEET NORTH-NORTHEAST OF A POWER POLE WITH TRANSFORMER,
 GZ2945'65 FEET NORTHEAST OF THE SOUTHEAST CORNER OF MR. DAUGHERTYS HOUSE AND
 GZ2945'57 FEET EAST OF THE NORTHEAST CORNER OF HOUSE.  THE MARK IS FLUSH
 GZ2945'AND THE DISK IS STAMPED I-75 T-47 1963.
 GZ2945'
 GZ2945'R.M. NO. 1 IS 95-1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE,
 GZ2945'32 FEET EAST OF THE NORTHEAST CORNER OF SHED AND 1.3 FEET NORTH OF
 GZ2945'WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-47 NO.
 GZ2945'1 1963.
 GZ2945'
 GZ2945'R.M. NO. 2 IS 52 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 GZ2945'HOUSE, 31-1/2 FEET NORTH OF THE NORTHWEST CORNER OF SHED AND 15
 GZ2945'FEET EAST OF THE CENTER OF OLD ROAD.  THE MARK IS FLUSH AND THE DISK
 GZ2945'IS STAMPED I-75 T-47 NO. 2 1963.
 GZ2945'
 GZ2945'AZIMUTH MARK IS 78 FEET NORTH OF THE INTERSECTION OF HIGHWAY AND DIRT
 GZ2945'ROAD NORTHEAST, 61 FEET NORTHWEST OF THE CENTER OF DIRT ROAD, 44
 GZ2945'FEET EAST OF THE CENTER-LINE OF HIGHWAY, 14-1/2 FEET SOUTHWEST OF A
 GZ2945'COMBINATION POWER AND TELEPHONE POLE NO 35A AND ABOUT 5 FEET
 GZ2945'HIGHER THAN HIGHWAY.  THE MARK IS SET IN DRILL HOLE IN THE TOP OF THE
 GZ2945'EAST END OF A LARGE SANDSTONE OUTCROP.  THE DISK IS STAMPED I-75
 GZ2945'T-47 1963.
 GZ2945'
 GZ2945'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 GZ2945'HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2945'AZIMUTH MARK IS A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET
 GZ2945'AS DESCRIBED.
 GZ2945'
 GZ2945'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0658 ***********************************************************************
 GZ0658  DESIGNATION -  I75 T 47 AZ MK
 GZ0658  PID         -  GZ0658
 GZ0658  STATE/COUNTY-  KY/LAUREL
 GZ0658  USGS QUAD   -  BERNSTADT (1969)
 GZ0658
 GZ0658                         *CURRENT SURVEY CONTROL
 GZ0658  ___________________________________________________________________
 GZ0658* NAD 83(1986)-  37 12 35.     (N)    084 09 56.     (W)     SCALED    
 GZ0658* NAVD 88     -       381.401  (meters)    1251.31   (feet)  ADJUSTED  
 GZ0658  ___________________________________________________________________
 GZ0658  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GZ0658  DYNAMIC HT  -         381.107 (meters)    1250.35  (feet)  COMP
 GZ0658  MODELED GRAV-     979,847.5   (mgal)                       NAVD 88
 GZ0658
 GZ0658  VERT ORDER  -  SECOND    CLASS 0
 GZ0658
 GZ0658.The horizontal coordinates were scaled from a topographic map and have
 GZ0658.an estimated accuracy of +/- 6 seconds.
 GZ0658
 GZ0658.The orthometric height was determined by differential leveling
 GZ0658.and adjusted by the National Geodetic Survey in June 1991..
 GZ0658
 GZ0658.The geoid height was determined by GEOID03.
 GZ0658
 GZ0658.The dynamic height is computed by dividing the NAVD 88
 GZ0658.geopotential number by the normal gravity value computed on the
 GZ0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0658.degrees latitude (g = 980.6199 gals.).
 GZ0658
 GZ0658.The modeled gravity was interpolated from observed gravity values.
 GZ0658
 GZ0658;                    North         East    Units  Estimated Accuracy
 GZ0658;SPC KY1Z     - 1,098,460.    1,640,640.      MT  (+/- 180 meters Scaled)
 GZ0658
 GZ0658                          SUPERSEDED SURVEY CONTROL
 GZ0658
 GZ0658  NGVD 29 (??/??/92)  381.559  (m)         1251.83   (f) ADJ UNCH    2 0
 GZ0658
 GZ0658.Superseded values are not recommended for survey control.
 GZ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0658.See file dsdata.txt to determine how the superseded data were derived.
 GZ0658
 GZ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG515219(NAD 83)
 GZ0658_MARKER: DD = SURVEY DISK
 GZ0658_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0658_SP_SET: ROCK OUTCROP
 GZ0658_STAMPING: I-75 T-47 1963
 GZ0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0658+STABILITY: POSITION/ELEVATION WELL
 GZ0658
 GZ0658  HISTORY     - Date     Condition        Report By
 GZ0658  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0658
 GZ0658                          STATION DESCRIPTION
 GZ0658
 GZ0658'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 GZ0658'7.7 MI NW FROM LONDON.
 GZ0658'ABOUT 7.7 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0658'LAUREL COUNTY COURT HOUSE AT LONDON, AT A POWER LINE CROSSING,
 GZ0658'78 FEET NORTH OF THE INTERSECTION OF HIGHWAY AND DIRT ROAD
 GZ0658'NORTHEAST, 61 FEET NORTHWEST OF THE CENTER OF DIRT ROAD, 44 FEET
 GZ0658'EAST OF THE CENTER-LINE OF HIGHWAY, 14 1/2 FEET SOUTHWEST OF
 GZ0658'COMBINATION POWER AND TELEPHONE POLE 35A AND ABOUT 5 FEET HIGHER
 GZ0658'THAN HIGHWAY.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK
 GZ0658'DISK SET IN DRILL HOLE IN THE TOP OF THE EAST END OF A LARGE
 GZ0658'SANDSTONE OUTCROP.  THE DISK IS STAMPED I-75 T-47 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0650 ***********************************************************************
 GZ0650  DESIGNATION -  I75 T 48
 GZ0650  PID         -  GZ0650
 GZ0650  STATE/COUNTY-  KY/LAUREL
 GZ0650  USGS QUAD   -  BERNSTADT (1969)
 GZ0650
 GZ0650                         *CURRENT SURVEY CONTROL
 GZ0650  ___________________________________________________________________
 GZ0650* NAD 83(1993)-  37 13 43.42818(N)    084 12 58.40085(W)     ADJUSTED  
 GZ0650* NAVD 88     -       397.330  (meters)    1303.57   (feet)  ADJUSTED  
 GZ0650  ___________________________________________________________________
 GZ0650  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 GZ0650  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GZ0650  DYNAMIC HT  -         397.032 (meters)    1302.60  (feet)  COMP
 GZ0650  MODELED GRAV-     979,868.8   (mgal)                       NAVD 88
 GZ0650
 GZ0650  HORZ ORDER  -  SECOND
 GZ0650  VERT ORDER  -  SECOND    CLASS 0
 GZ0650
 GZ0650.The horizontal coordinates were established by classical geodetic methods
 GZ0650.and adjusted by the National Geodetic Survey in December 1995..
 GZ0650
 GZ0650.The orthometric height was determined by differential leveling
 GZ0650.and adjusted by the National Geodetic Survey in June 1991..
 GZ0650
 GZ0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0650
 GZ0650.The geoid height was determined by GEOID03.
 GZ0650
 GZ0650.The dynamic height is computed by dividing the NAVD 88
 GZ0650.geopotential number by the normal gravity value computed on the
 GZ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0650.degrees latitude (g = 980.6199 gals.).
 GZ0650
 GZ0650.The modeled gravity was interpolated from observed gravity values.
 GZ0650
 GZ0650;                    North         East     Units Scale Factor Converg.
 GZ0650;SPC KY1Z     - 1,100,493.378 1,636,103.640   MT  0.99996838   +0 56 30.0
 GZ0650;SPC KY1Z     - 3,610,535.36  5,367,783.36   sFT  0.99996838   +0 56 30.0
 GZ0650;SPC KY S     -   600,470.326   636,100.890   MT  0.99994709   +0 55 48.6
 GZ0650;SPC KY S     - 1,970,043.06  2,086,941.00   sFT  0.99994709   +0 55 48.6
 GZ0650;UTM  16      - 4,123,878.072   746,971.948   MT  1.00035143   +1 41 06.1
 GZ0650
 GZ0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0650!SPC KY1Z     -   0.99994239  x   0.99996838  =   0.99991077
 GZ0650!SPC KY S     -   0.99994239  x   0.99994709  =   0.99988948
 GZ0650!UTM  16      -   0.99994239  x   1.00035143  =   1.00029380
 GZ0650
 GZ0650:                Primary Azimuth Mark                     Grid Az
 GZ0650:SPC KY1Z     -  I75 T 48 AZ MK                           027 40 55.0
 GZ0650:SPC KY S     -  I75 T 48 AZ MK                           027 41 36.4
 GZ0650:UTM  16      -  I75 T 48 AZ MK                           026 56 18.9
 GZ0650
 GZ0650|---------------------------------------------------------------------|
 GZ0650| PID    Reference Object                     Distance      Geod. Az  |
 GZ0650|                                                           dddmmss.s |
 GZ0650| GZ0653 I75 T 48 AZ MK                                     0283725.0 |
 GZ0650| GZ0652 I75 T 48 RM 1                        17.973 METERS 04018     |
 GZ0650| GZ2945 I75 T 47                            APPROX. 4.4 KM 1144109.1 |
 GZ0650| GZ0651 I75 T 48 RM 2                        12.290 METERS 30620     |
 GZ0650|---------------------------------------------------------------------|
 GZ0650
 GZ0650                          SUPERSEDED SURVEY CONTROL
 GZ0650
 GZ0650  NAD 83(1986)-  37 13 43.43512(N)    084 12 58.40500(W) AD(       ) 2
 GZ0650  NAD 27      -  37 13 43.11830(N)    084 12 58.64400(W) AD(       ) 2
 GZ0650  NGVD 29 (??/??/92)  397.498  (m)         1304.12   (f) ADJ UNCH    2 0
 GZ0650
 GZ0650.Superseded values are not recommended for survey control.
 GZ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0650.See file dsdata.txt to determine how the superseded data were derived.
 GZ0650
 GZ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4697223878(NAD 83)
 GZ0650_MARKER: DD = SURVEY DISK
 GZ0650_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GZ0650_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GZ0650_STAMPING: I-75 T-48 1963
 GZ0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0650
 GZ0650  HISTORY     - Date     Condition        Report By
 GZ0650  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0650  HISTORY     - 1963     GOOD             PAS
 GZ0650
 GZ0650                          STATION DESCRIPTION
 GZ0650
 GZ0650'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GZ0650'STATION IS LOCATED ABOUT 5 MILES SOUTH OF LIVINGSTON AND ABOUT 10
 GZ0650'MILES NORTHWEST OF LONDON.  IT IS ON THE TOP OF A WOODED RIDGE
 GZ0650'ON LAND OWNED BY THE U.S. FOREST SERVICE.
 GZ0650'
 GZ0650'TO REACH THE STATION FROM THE POST OFFICE IN LIVINGSTON, ROCKCASTLE
 GZ0650'COUNTY, GO SOUTH ON U.S. HIGHWAY NO. 25 FOR 5.6 MILES TO A DIRT
 GZ0650'ROAD RIGHT AT TOP OF HILL, TURN RIGHT AND GO SOUTHWEST ON DIRT ROAD
 GZ0650'FOR 0.75 MILE TO TOP OF RIDGE AND END OF TRUCK TRAVEL, FROM THIS
 GZ0650'POINT WALK NORTHEAST ALONG TOP OF RIDGE FOR APPROXIMATELY 700 FEET TO
 GZ0650'STATION.
 GZ0650'
 GZ0650'TO REACH AZIMUTH MARK FROM STATION, WALK NORTHEAST ALONG RIDGE FOR
 GZ0650'APPROXIMATELY 0.1 MILE TO MARK.
 GZ0650'
 GZ0650'STATION MARK IS LOCATED APPROXIMATELY IN THE CENTER OF SADDLE, 58
 GZ0650'FEET SOUTH OF A 12-INCH BLACK OAK TREE, 39 FEET SOUTHWEST OF
 GZ0650'A 12-INCH PINE TREE AND 1.5 FEET SOUTH OF METAL WITNESS POST AND
 GZ0650'SIGN.  THE MARK IS SET IN TOP OF A 6-INCH IRON PIPE FILLED WITH
 GZ0650'CONCRETE AND PROJECTING 6 INCHES.  THE DISK IS STAMPED I-75 T-48
 GZ0650'1963.
 GZ0650'
 GZ0650'REFERENCE MARK NO. 1 IS 22 FEET EAST-SOUTHEAST OF A 12-INCH BLACK OAK
 GZ0650'TREE, 21 FEET NORTH OF A 12-INCH PINE TREE.  THE MARK IS SET IN TOP
 GZ0650'OF A 6-INCH IRON PIPE FILLED WITH CONCRETE AND PROJECTING 3 INCHES.
 GZ0650'THE DISK IS STAMPED I-75 T-48 NO. 1 1963.
 GZ0650'
 GZ0650'REFERENCE MARK NO. 2 IS 27 FEET EAST OF A 12-INCH PINE TREE AND ABOUT
 GZ0650'6 FEET LOWER THAN STATION.  THE MARK IS SET IN TOP OF A 6-INCH
 GZ0650'IRON PIPE FILLED WITH CONCRETE AND PROJECTING 3 INCHES.  THE DISK IS
 GZ0650'STAMPED I-75 T-48 NO. 2 1963.
 GZ0650'
 GZ0650'AZIMUTH MARK IS ON THE EAST SLOPE AND IS APPROXIMATELY 55 FEET EAST
 GZ0650'OF THE HIGHEST POINT.  IT IS 48-1/2 FEET NORTHEAST OF A 15-INCH
 GZ0650'BLACK GUM TREE AND 1.4 FEET SOUTH OF METAL WITNESS POST AND SIGN.
 GZ0650'THE MARK IS SET IN TOP OF A 6-INCH IRON PIPE FILLED WITH CONCRETE
 GZ0650'AND PROJECTING 4 INCHES.  THE DISK IS STAMPED I-75 T-48 1963.
 GZ0650'
 GZ0650'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ0650'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 GZ0650'
 GZ0650'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GZ0650
 GZ0650                          STATION RECOVERY (1963)
 GZ0650
 GZ0650'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0650'4.9 MI S FROM LIVINGSTON.
 GZ0650'ABOUT 5.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0650'OFFICE AT LIVINGSTON TO A DIRT ROAD RIGHT AT TOP OF HILL, THENCE
 GZ0650'ABOUT 0.75 MILE SOUTHWEST ALONG DIRT ROAD TO TOP OF RIDGE AND END
 GZ0650'OF TRUCK TRAVEL, THENCE WALK NORTH-NORTHEAST ALONG TOP OF RIDGE
 GZ0650'FOR ABOUT 0.15 MILE TO SADDLE AND MARK.  IT IS 58 FEET SOUTH OF A
 GZ0650'12-INCH BLACK OAK TREE, 39 FEET SOUTHWEST OF A 12-INCH PINE
 GZ0650'TREE AND 1.5 FEET SOUTH OF METAL WITNESS POST AND SIGN.  A
 GZ0650'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN THE TOP OF A
 GZ0650'6-INCH IRON PIPE FILLED WITH CONCRETE AND STAMPED I-75 T-48
 GZ0650'1963.  MARK PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0653 ***********************************************************************
 GZ0653  DESIGNATION -  I75 T 48 AZ MK
 GZ0653  PID         -  GZ0653
 GZ0653  STATE/COUNTY-  KY/LAUREL
 GZ0653  USGS QUAD   -  BERNSTADT (1969)
 GZ0653
 GZ0653                         *CURRENT SURVEY CONTROL
 GZ0653  ___________________________________________________________________
 GZ0653* NAD 83(1986)-  37 13 47.     (N)    084 12 55.     (W)     SCALED    
 GZ0653* NAVD 88     -       402.136  (meters)    1319.34   (feet)  ADJUSTED  
 GZ0653  ___________________________________________________________________
 GZ0653  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ0653  DYNAMIC HT  -         401.835 (meters)    1318.35  (feet)  COMP
 GZ0653  MODELED GRAV-     979,869.0   (mgal)                       NAVD 88
 GZ0653
 GZ0653  VERT ORDER  -  SECOND    CLASS 0
 GZ0653
 GZ0653.The horizontal coordinates were scaled from a topographic map and have
 GZ0653.an estimated accuracy of +/- 6 seconds.
 GZ0653
 GZ0653.The orthometric height was determined by differential leveling
 GZ0653.and adjusted by the National Geodetic Survey in June 1991..
 GZ0653
 GZ0653.The geoid height was determined by GEOID03.
 GZ0653
 GZ0653.The dynamic height is computed by dividing the NAVD 88
 GZ0653.geopotential number by the normal gravity value computed on the
 GZ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0653.degrees latitude (g = 980.6199 gals.).
 GZ0653
 GZ0653.The modeled gravity was interpolated from observed gravity values.
 GZ0653
 GZ0653;                    North         East    Units  Estimated Accuracy
 GZ0653;SPC KY1Z     - 1,100,610.    1,636,190.      MT  (+/- 180 meters Scaled)
 GZ0653
 GZ0653                          SUPERSEDED SURVEY CONTROL
 GZ0653
 GZ0653  NGVD 29 (??/??/92)  402.304  (m)         1319.89   (f) ADJ UNCH    2 0
 GZ0653
 GZ0653.Superseded values are not recommended for survey control.
 GZ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0653.See file dsdata.txt to determine how the superseded data were derived.
 GZ0653
 GZ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG470239(NAD 83)
 GZ0653_MARKER: DZ = AZIMUTH MARK DISK
 GZ0653_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GZ0653_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GZ0653_STAMPING: I-75 T-48 1963
 GZ0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0653
 GZ0653  HISTORY     - Date     Condition        Report By
 GZ0653  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0653  HISTORY     - 1969     MARK NOT FOUND   USGS
 GZ0653
 GZ0653                          STATION DESCRIPTION
 GZ0653
 GZ0653'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 GZ0653'4.8 MI S FROM LIVINGSTON.
 GZ0653'ABOUT 5.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0653'OFFICE AT LIVINGSTON TO A DIRT ROAD RIGHT AT TOP OF HILL, THENCE
 GZ0653'ABOUT 0.75 MILE SOUTHWEST ALONG DIRT ROAD TO TOP OF RIDGE AND END
 GZ0653'OF TRUCK TRAVEL, THENCE WALK NORTH-NORTHEAST ALONG TOP OF RIDGE
 GZ0653'FOR APPROXIMATELY 0.25 MILE TO MARK.  MARK IS LOCATED ABOUT 55
 GZ0653'FEET EAST OF THE HIGHEST POINT OF RIDGE, 48 1/2 FEET NORTHEAST
 GZ0653'OF A 15-INCH BLACK GUM TREE AND 1.4 FEET SOUTH OF METAL WITNESS
 GZ0653'POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK
 GZ0653'DISK SET IN TOP OF A 6-INCH IRON PIPE FILLED WITH CONCRETE AND
 GZ0653'STAMPED I-75 T-48 1963.  MARK PROJECTS 4 INCHES.
 GZ0653
 GZ0653                          STATION RECOVERY (1969)
 GZ0653
 GZ0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GZ0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0652 ***********************************************************************
 GZ0652  DESIGNATION -  I75 T 48 RM 1
 GZ0652  PID         -  GZ0652
 GZ0652  STATE/COUNTY-  KY/LAUREL
 GZ0652  USGS QUAD   -  BERNSTADT (1969)
 GZ0652
 GZ0652                         *CURRENT SURVEY CONTROL
 GZ0652  ___________________________________________________________________
 GZ0652* NAD 83(1986)-  37 13 43.     (N)    084 12 58.     (W)     SCALED    
 GZ0652* NAVD 88     -       397.051  (meters)    1302.66   (feet)  ADJUSTED  
 GZ0652  ___________________________________________________________________
 GZ0652  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GZ0652  DYNAMIC HT  -         396.753 (meters)    1301.68  (feet)  COMP
 GZ0652  MODELED GRAV-     979,868.8   (mgal)                       NAVD 88
 GZ0652
 GZ0652  VERT ORDER  -  SECOND    CLASS 0
 GZ0652
 GZ0652.The horizontal coordinates were scaled from a topographic map and have
 GZ0652.an estimated accuracy of +/- 6 seconds.
 GZ0652
 GZ0652.The orthometric height was determined by differential leveling
 GZ0652.and adjusted by the National Geodetic Survey in June 1991..
 GZ0652
 GZ0652.The geoid height was determined by GEOID03.
 GZ0652
 GZ0652.The dynamic height is computed by dividing the NAVD 88
 GZ0652.geopotential number by the normal gravity value computed on the
 GZ0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0652.degrees latitude (g = 980.6199 gals.).
 GZ0652
 GZ0652.The modeled gravity was interpolated from observed gravity values.
 GZ0652
 GZ0652;                    North         East    Units  Estimated Accuracy
 GZ0652;SPC KY1Z     - 1,100,480.    1,636,110.      MT  (+/- 180 meters Scaled)
 GZ0652
 GZ0652                          SUPERSEDED SURVEY CONTROL
 GZ0652
 GZ0652  NGVD 29 (??/??/92)  397.219  (m)         1303.21   (f) ADJ UNCH    2 0
 GZ0652
 GZ0652.Superseded values are not recommended for survey control.
 GZ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0652.See file dsdata.txt to determine how the superseded data were derived.
 GZ0652
 GZ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG469238(NAD 83)
 GZ0652_MARKER: DR = REFERENCE MARK DISK
 GZ0652_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GZ0652_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GZ0652_STAMPING: I-75 T-48 NO 1 1963
 GZ0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0652
 GZ0652  HISTORY     - Date     Condition        Report By
 GZ0652  HISTORY     - 1963     MONUMENTED       PAS
 GZ0652
 GZ0652                          STATION DESCRIPTION
 GZ0652
 GZ0652'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0652'4.9 MI S FROM LIVINGSTON.
 GZ0652'ABOUT 5.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0652'OFFICE AT LIVINGSTON TO A DIRT ROAD RIGHT AT TOP OF HILL, THENCE
 GZ0652'ABOUT 0.75 MILE SOUTHWEST ALONG DIRT ROAD TO TOP OF RIDGE AND
 GZ0652'END OF TRUCK TRAVEL, THENCE WALK NORTH-NORTHEAST ALONG TOP OF
 GZ0652'RIDGE FOR ABOUT 0.15 MILE TO SADDLE AND MARK.  IT IS 22 FEET
 GZ0652'EAST-SOUTHEAST OF A 12-INCH BLACK OAK TREE AND 21 FEET NORTH OF A
 GZ0652'12-INCH PINE TREE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE
 GZ0652'MARK DISK SET IN TOP OF A 6-INCH IRON PIPE FILLED WITH CONCRETE
 GZ0652'AND STAMPED I-75 T-48 NO. 1 1963.  MARK PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0651 ***********************************************************************
 GZ0651  DESIGNATION -  I75 T 48 RM 2
 GZ0651  PID         -  GZ0651
 GZ0651  STATE/COUNTY-  KY/LAUREL
 GZ0651  USGS QUAD   -  BERNSTADT (1969)
 GZ0651
 GZ0651                         *CURRENT SURVEY CONTROL
 GZ0651  ___________________________________________________________________
 GZ0651* NAD 83(1986)-  37 13 43.     (N)    084 12 58.     (W)     SCALED    
 GZ0651* NAVD 88     -       395.503  (meters)    1297.58   (feet)  ADJUSTED  
 GZ0651  ___________________________________________________________________
 GZ0651  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GZ0651  DYNAMIC HT  -         395.207 (meters)    1296.61  (feet)  COMP
 GZ0651  MODELED GRAV-     979,868.8   (mgal)                       NAVD 88
 GZ0651
 GZ0651  VERT ORDER  -  SECOND    CLASS 0
 GZ0651
 GZ0651.The horizontal coordinates were scaled from a topographic map and have
 GZ0651.an estimated accuracy of +/- 6 seconds.
 GZ0651
 GZ0651.The orthometric height was determined by differential leveling
 GZ0651.and adjusted by the National Geodetic Survey in June 1991..
 GZ0651
 GZ0651.The geoid height was determined by GEOID03.
 GZ0651
 GZ0651.The dynamic height is computed by dividing the NAVD 88
 GZ0651.geopotential number by the normal gravity value computed on the
 GZ0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0651.degrees latitude (g = 980.6199 gals.).
 GZ0651
 GZ0651.The modeled gravity was interpolated from observed gravity values.
 GZ0651
 GZ0651;                    North         East    Units  Estimated Accuracy
 GZ0651;SPC KY1Z     - 1,100,480.    1,636,110.      MT  (+/- 180 meters Scaled)
 GZ0651
 GZ0651                          SUPERSEDED SURVEY CONTROL
 GZ0651
 GZ0651  NGVD 29 (??/??/92)  395.671  (m)         1298.13   (f) ADJ UNCH    2 0
 GZ0651
 GZ0651.Superseded values are not recommended for survey control.
 GZ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0651.See file dsdata.txt to determine how the superseded data were derived.
 GZ0651
 GZ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG469238(NAD 83)
 GZ0651_MARKER: DR = REFERENCE MARK DISK
 GZ0651_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GZ0651_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GZ0651_STAMPING: I-75 T-48 NO 2 1963
 GZ0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0651
 GZ0651  HISTORY     - Date     Condition        Report By
 GZ0651  HISTORY     - 1963     MONUMENTED       PAS
 GZ0651
 GZ0651                          STATION DESCRIPTION
 GZ0651
 GZ0651'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0651'4.9 MI S FROM LIVINGSTON.
 GZ0651'ABOUT 5.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0651'OFFICE AT LIVINGSTON TO A DIRT ROAD RIGHT AT TOP OF HILL, THENCE
 GZ0651'ABOUT 0.75 MILE SOUTHWEST ALONG DIRT ROAD TO TOP OF RIDGE AND END
 GZ0651'OF TRUCK TRAVEL, THENCE WALK NORTH-NORTHEAST ALONG TOP OF RIDGE
 GZ0651'FOR ABOUT 0.15 MILE TO SADDLE AND MARK.  IT IS ON THE NORTHWEST
 GZ0651'SLOPE AND 27 FEET EAST OF A 12-INCH PINE TREE.  A KENTUCKY
 GZ0651'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF A 6-INCH
 GZ0651'IRON PIPE FILLED WITH CONCRETE AND STAMPED I-75 T-48 NO. 2 1963.
 GZ0651'MARK PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2961 ***********************************************************************
 GZ2961  DESIGNATION -  I75 T 49
 GZ2961  PID         -  GZ2961
 GZ2961  STATE/COUNTY-  KY/ROCKCASTLE
 GZ2961  USGS QUAD   -  MOUNT VERNON (1993)
 GZ2961
 GZ2961                         *CURRENT SURVEY CONTROL
 GZ2961  ___________________________________________________________________
 GZ2961* NAD 83(1993)-  37 16 54.55165(N)    084 15 26.26116(W)     ADJUSTED  
 GZ2961* NAVD 88     -       433.5    (meters)    1422.     (feet)  VERTCON   
 GZ2961  ___________________________________________________________________
 GZ2961  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 GZ2961  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GZ2961
 GZ2961  HORZ ORDER  -  SECOND
 GZ2961
 GZ2961.The horizontal coordinates were established by classical geodetic methods
 GZ2961.and adjusted by the National Geodetic Survey in December 1995..
 GZ2961
 GZ2961.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2961
 GZ2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2961
 GZ2961.The geoid height was determined by GEOID03.
 GZ2961
 GZ2961;                    North         East     Units Scale Factor Converg.
 GZ2961;SPC KY1Z     - 1,106,325.350 1,632,365.062   MT  0.99995842   +0 54 59.3
 GZ2961;SPC KY1Z     - 3,629,669.09  5,355,517.71   sFT  0.99995842   +0 54 59.3
 GZ2961;SPC KY S     -   606,302.939   632,363.531   MT  0.99994582   +0 54 19.0
 GZ2961;SPC KY S     - 1,989,178.89  2,074,679.35   sFT  0.99994582   +0 54 19.0
 GZ2961;UTM  16      - 4,129,663.149   743,156.468   MT  1.00032838   +1 39 43.8
 GZ2961
 GZ2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2961!SPC KY1Z     -   0.99993672  x   0.99995842  =   0.99989515
 GZ2961!SPC KY S     -   0.99993672  x   0.99994582  =   0.99988255
 GZ2961!UTM  16      -   0.99993672  x   1.00032838  =   1.00026508
 GZ2961
 GZ2961:                Primary Azimuth Mark                     Grid Az
 GZ2961:SPC KY1Z     -  I75 T 49 AZ MK                           100 46 07.1
 GZ2961:SPC KY S     -  I75 T 49 AZ MK                           100 46 47.4
 GZ2961:UTM  16      -  I75 T 49 AZ MK                           100 01 22.6
 GZ2961
 GZ2961|---------------------------------------------------------------------|
 GZ2961| PID    Reference Object                     Distance      Geod. Az  |
 GZ2961|                                                           dddmmss.s |
 GZ2961| DC2364 I75 T 49 AZ MK                                     1014106.4 |
 GZ2961| GZ0650 I75 T 48                            APPROX. 6.9 KM 1481517.2 |
 GZ2961| DC2365 I75 T 49 RM 1                        14.542 METERS 24416     |
 GZ2961| DC2366 I75 T 49 RM 2                        15.508 METERS 34003     |
 GZ2961|---------------------------------------------------------------------|
 GZ2961
 GZ2961                          SUPERSEDED SURVEY CONTROL
 GZ2961
 GZ2961  NAD 83(1986)-  37 16 54.55898(N)    084 15 26.26483(W) AD(       ) 2
 GZ2961  NAD 27      -  37 16 54.25100(N)    084 15 26.50570(W) AD(       ) 2
 GZ2961  NGVD 29 (07/19/86)  433.7    (m)         1423.     (f) VERT ANG       
 GZ2961
 GZ2961.Superseded values are not recommended for survey control.
 GZ2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2961.See file dsdata.txt to determine how the superseded data were derived.
 GZ2961
 GZ2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4315629663(NAD 83)
 GZ2961_MARKER: DD = SURVEY DISK
 GZ2961_SETTING: 0 = UNSPECIFIED SETTING
 GZ2961
 GZ2961  HISTORY     - Date     Condition        Report By
 GZ2961  HISTORY     - 1963     MONUMENTED       KYHD
 GZ2961
 GZ2961                          STATION DESCRIPTION
 GZ2961
 GZ2961'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GZ2961'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF MOUNT VERNON AND ABOUT
 GZ2961'0.6 MILE SOUTHEAST OF SAND HILL SCHOOL.  IT IS ON THE HIGHEST POINT
 GZ2961'OF A WOODED RIDGE AND ON LAND OWNED BY THE U.S. FOREST SERVICE.
 GZ2961'
 GZ2961'TO REACH THE STATION FROM THE ROCKCASTLE COUNTY COURT HOUSE IN MOUNT
 GZ2961'VERNON, GO EAST ON U.S. HIGHWAY NO. 25 FOR 1.55 MILES TO A ROAD
 GZ2961'RIGHT, TURN RIGHT AND GO SOUTH ON A BLACK TOP AND A GRAVEL ROAD FOR
 GZ2961'2.3 MILES TO A GRAVEL ROAD LEFT, TURN LEFT AND GO SOUTHEAST ON
 GZ2961'GRAVEL ROAD FOR 3.65 MILES TO A FORK, TURN RIGHT AND GO SOUTHWEST ON
 GZ2961'DIRT ROAD FOR 0.1 MILE TO A Y-FORK AT SAND HILL SCHOOL, TAKE LEFT
 GZ2961'FORK (4-WHEEL DRIVE VECHICLE FROM THIS POINT) AND GO SOUTHEAST ON OLD
 GZ2961'WOODS ROAD FOR 0.4 MILE TO A Y-FORK, TAKE LEFT FORK AND CONTINUE
 GZ2961'SOUTHEAST ALONG TOP OF RIDGE FOR 0.2 MILE TO ANOTHER FORK, TAKE
 GZ2961'LEFT FORK AND CONTINUE SOUTHEAST FOR 0.1 MILE TO HIGHEST POINT AND
 GZ2961'STATION ON RIGHT.
 GZ2961'
 GZ2961'TO REACH AZIMUTH MARK FROM STATION, GO EAST ON WOODS ROAD THAT
 GZ2961'FOLLOWS RIDGE FOR 0.1 MILE TO CURVE IN RIDGE AND ROAD RIGHT AND
 GZ2961'MARK ON THE LEFT.
 GZ2961'
 GZ2961'STATION MARK IS LOCATED 65 FEET WEST OF A TWIN TRUNK 24-INCH HICKORY
 GZ2961'TREE, 23 FEET SOUTHWEST OF THE CENTER OF WOODS ROAD, 22 FEET
 GZ2961'SOUTH OF A 30-INCH TWIN TRUNK CHESTNUT OAK TREE AND 1.9 FEET NORTH OF
 GZ2961'METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 1 INCH AND THE
 GZ2961'DISK IS STAMPED I-75 T-49 1963.
 GZ2961'
 GZ2961'REFERENCE MARK NO. 1 IS 45 FEET SOUTH-SOUTHEAST OF AN 18-INCH RED OAK
 GZ2961'TREE, 22 FEET NORTH-NORTHWEST OF A 12-INCH BLACK JACK OAK TREE AND
 GZ2961'ABOUT 4 FEET LOWER THAN STATION.  THE MARK PROJECTS 2 INCHES AND THE
 GZ2961'DISK IS STAMPED I-75 T-49 NO. 1 1963.
 GZ2961'
 GZ2961'REFERENCE MARK NO. 2 IS 30 FEET NORTHWEST OF A 30-INCH TWIN TRUNK
 GZ2961'CHESTNUT OAK TREE, 10 FEET SOUTHWEST OF THE CENTER OF WOODS ROAD AND
 GZ2961'ABOUT 4 FEET LOWER THAN STATION.  THE MARK PROJECTS 2 INCHES AND THE
 GZ2961'DISK IS STAMPED I-75 T-49 NO. 2 1963.
 GZ2961'
 GZ2961'AZIMUTH MARK IS 54 FEET NORTHEAST OF THE CENTER OF ROAD, 29 FEET
 GZ2961'EAST-NORTHEAST OF A 12-INCH HICKORY TREE, 1.7 FEET WEST OF METAL
 GZ2961'WITNESS POST AND SIGN AND ABOUT LEVEL WITH ROAD.  THE MARK PROJECTS 2
 GZ2961'INCHES AND THE DISK IS STAMPED I-75 T-49 1963.
 GZ2961'
 GZ2961'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2961'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2961'
 GZ2961'HEIGHT OF LIGHT ABOVE STATION MARK 9.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0643 ***********************************************************************
 GZ0643  DESIGNATION -  I75 T 50
 GZ0643  PID         -  GZ0643
 GZ0643  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0643  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0643
 GZ0643                         *CURRENT SURVEY CONTROL
 GZ0643  ___________________________________________________________________
 GZ0643* NAD 83(1993)-  37 17 22.12135(N)    084 15 41.36018(W)     ADJUSTED  
 GZ0643* NAVD 88     -       427.265  (meters)    1401.79   (feet)  ADJUSTED  
 GZ0643  ___________________________________________________________________
 GZ0643  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 GZ0643  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GZ0643  DYNAMIC HT  -         426.942 (meters)    1400.73  (feet)  COMP
 GZ0643  MODELED GRAV-     979,860.1   (mgal)                       NAVD 88
 GZ0643
 GZ0643  HORZ ORDER  -  SECOND
 GZ0643  VERT ORDER  -  SECOND    CLASS 0
 GZ0643
 GZ0643.The horizontal coordinates were established by classical geodetic methods
 GZ0643.and adjusted by the National Geodetic Survey in December 1995..
 GZ0643
 GZ0643.The orthometric height was determined by differential leveling
 GZ0643.and adjusted by the National Geodetic Survey in June 1991..
 GZ0643
 GZ0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0643
 GZ0643.The geoid height was determined by GEOID03.
 GZ0643
 GZ0643.The dynamic height is computed by dividing the NAVD 88
 GZ0643.geopotential number by the normal gravity value computed on the
 GZ0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0643.degrees latitude (g = 980.6199 gals.).
 GZ0643
 GZ0643.The modeled gravity was interpolated from observed gravity values.
 GZ0643
 GZ0643;                    North         East     Units Scale Factor Converg.
 GZ0643;SPC KY1Z     - 1,107,169.201 1,631,979.622   MT  0.99995705   +0 54 50.0
 GZ0643;SPC KY1Z     - 3,632,437.62  5,354,253.14   sFT  0.99995705   +0 54 50.0
 GZ0643;SPC KY S     -   607,146.856   631,978.259   MT  0.99994570   +0 54 09.8
 GZ0643;SPC KY S     - 1,991,947.64  2,073,415.34   sFT  0.99994570   +0 54 09.8
 GZ0643;UTM  16      - 4,130,502.221   742,759.928   MT  1.00032601   +1 39 35.7
 GZ0643
 GZ0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0643!SPC KY1Z     -   0.99993771  x   0.99995705  =   0.99989476
 GZ0643!SPC KY S     -   0.99993771  x   0.99994570  =   0.99988342
 GZ0643!UTM  16      -   0.99993771  x   1.00032601  =   1.00026370
 GZ0643
 GZ0643|---------------------------------------------------------------------|
 GZ0643| PID    Reference Object                     Distance      Geod. Az  |
 GZ0643|                                                           dddmmss.s |
 GZ0643| GZ0642 I75 T 50 RM 1                        42.361 METERS 09346     |
 GZ0643| GZ0641 I75 T 50 RM 2                        35.509 METERS 19852     |
 GZ0643| GZ0640 I75 T 50 AZ MK                                     2712931.0 |
 GZ0643| GZ0635 I75 T 51                            APPROX. 3.0 KM 3160154.6 |
 GZ0643|---------------------------------------------------------------------|
 GZ0643
 GZ0643                          SUPERSEDED SURVEY CONTROL
 GZ0643
 GZ0643  NAD 83(1986)-  37 17 22.12828(N)    084 15 41.36359(W) AD(       ) 2
 GZ0643  NAD 27      -  37 17 21.81990(N)    084 15 41.60360(W) AD(       ) 2
 GZ0643  NGVD 29 (??/??/92)  427.431  (m)         1402.33   (f) ADJ UNCH    2 0
 GZ0643
 GZ0643.Superseded values are not recommended for survey control.
 GZ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0643.See file dsdata.txt to determine how the superseded data were derived.
 GZ0643
 GZ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4276030502(NAD 83)
 GZ0643_MARKER: DE = TRAVERSE STATION DISK
 GZ0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0643_STAMPING: I-75 T-50 1963
 GZ0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0643+STABILITY: SURFACE MOTION
 GZ0643
 GZ0643  HISTORY     - Date     Condition        Report By
 GZ0643  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0643  HISTORY     - 1970     GOOD             USGS
 GZ0643  HISTORY     - 1970     GOOD             NGS
 GZ0643  HISTORY     - 1970     GOOD             NGS
 GZ0643
 GZ0643                          STATION DESCRIPTION
 GZ0643
 GZ0643'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GZ0643'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF MOUNT VERNON AND
 GZ0643'ABOUT 0.25 MILE NORTHEAST OF SAND HILL SCHOOL.  IT IS APPROXIMATELY
 GZ0643'ON THE HIGHEST POINT IN AN OPEN FIELD AND ON LAND OWNED BY MR. CLYDE
 GZ0643'BARNETT.
 GZ0643'
 GZ0643'TO REACH THE STATION FROM THE ROCKCASTLE COUNTY COURT HOUSE IN MOUNT
 GZ0643'VERNON, GO EAST ON U.S. HIGHWAY NO. 25 FOR 1.55 MILES TO A ROAD
 GZ0643'RIGHT, TURN RIGHT AND GO SOUTH ON A BLACK TOP AND A GRAVEL ROAD FOR
 GZ0643'2.3 MILES TO A GRAVEL ROAD LEFT, TURN LEFT AND GO SOUTHEAST ON
 GZ0643'GRAVEL ROAD FOR 3.65 MILES TO A FORK AND AZIMUTH MARK ON THE LEFT,
 GZ0643'TURN LEFT AND GO EAST ON DIRT ROAD FOR 0.1 MILE TO STATION ON LEFT.
 GZ0643'
 GZ0643'STATION MARK IS LOCATED ABOUT 212 FEET EAST OF THE SOUTHEAST CORNER
 GZ0643'OF A ONE STORY HOUSE, 134 FEET NORTH-NORTHEAST OF THE CENTER OF
 GZ0643'DIRT ROAD AND 1.5 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.  THE
 GZ0643'MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-50 1963.
 GZ0643'
 GZ0643'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF CULTIVATED FIELD,
 GZ0643'APPROXIMATELY 200 FEET NORTHEAST OF THE CENTER OF DIRT ROAD AND
 GZ0643'13 FEET NORTHWEST OF THE CENTER OF A TRAIL.  THE MARK IS FLUSH AND
 GZ0643'THE DISK IS STAMPED I-75 T-50 NO. 1 1963.
 GZ0643'
 GZ0643'REFERENCE MARK NO. 2 IS APPROXIMATELY 231 FEET SOUTHEAST OF THE
 GZ0643'SOUTHEAST CORNER OF ONE STORY HOUSE, 18 FEET NORTHEAST OF THE
 GZ0643'CENTER OF DIRT ROAD AND ABOUT 6 FEET HIGHER THAN ROAD.  THE MARK IS
 GZ0643'FLUSH AND THE DISK IS STAMPED I-75 T-50 NO. 2 1963.
 GZ0643'
 GZ0643'AZIMUTH MARK IS ABOUT 70 FEET NORTHWEST OF ROAD JUNCTION, 11 FEET
 GZ0643'NORTHEAST OF THE CENTER OF ROAD NORTHWEST, 1.8 FEET SOUTHEAST OF
 GZ0643'METAL WITNESS POST AND SIGN AND ABOUT 1 FOOT HIGHER THAN ROAD.  THE
 GZ0643'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I-75 T-50 1963.
 GZ0643'
 GZ0643'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ0643'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ0643'
 GZ0643'HEIGHT OF LIGHT ABOVE STATION MARK 15.4 METERS.
 GZ0643
 GZ0643                          STATION RECOVERY (1970)
 GZ0643
 GZ0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GZ0643'THE AZIMUTH MARK WAS FOUND DESTROYED.
 GZ0643
 GZ0643                          STATION RECOVERY (1970)
 GZ0643
 GZ0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GZ0643'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GZ0643'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 GZ0643'DESTROYED BY COUNTY ROAD CONSTRUCTION AND WAS FOUND UPROOTED AND
 GZ0643'BROKEN.  THE DISK WAS NOT RECOVERED.  IN CHECKING THE HORIZONTAL
 GZ0643'MEASURED DISTANCE BETWEEN THE STATION AND THE RMS, THE 1963
 GZ0643'MEASUREMENTS WERE VERIFIED.  THE STATION WAS
 GZ0643'OCCUPIED AND THE HORIZONTAL ANGLE OBSERVED BETWEEN THE REFERENCE
 GZ0643'MARKS, AND CHECKED THE 1963 ANGLE WITHIN THE REQUIRED LIMITS.
 GZ0643'
 GZ0643'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GZ0643'
 GZ0643'THE STATION IS LOCATED ON THE HIGHEST POINT IN A SMALL OPEN FIELD,
 GZ0643'ABOUT 6-1/2 MILES SOUTHEAST OF MOUNT VERNON, 2-1/2 MILES
 GZ0643'WEST-SOUTHWEST OF LIVINGSTON, 0.3 OF A MILE NORTHEAST OF INTERSTATE
 GZ0643'ROUTE 75, 0.25 OF A MILE NORTHEAST OF THE SITE OF THE OLD SAND HILL
 GZ0643'SCHOOL, AND IS ON THE PROPERTY OF MR. CLYDE BARNETT.
 GZ0643'
 GZ0643'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 GZ0643'ROUTE 490 JUST SOUTH OF THE POST OFFICE IN LIVINGSTON, GO
 GZ0643'SOUTH AND WEST ON U.S. HIGHWAY 25 FOR 0.6 OF A MILE TO A GRAVELED T
 GZ0643'ROAD RIGHT IN A CURVE.  HERE BEAR RIGHT ON THIS GRAVELED ROAD AND
 GZ0643'GO WESTERLY FOR 0.4 OF A MILE TO A FORK SHARP LEFT, KEEP RIGHT AND
 GZ0643'CONTINUE WEST AND SOUTHWESTERLY ON THE MAIN ROAD FOR 1.3 MILES TO
 GZ0643'A FORK WHERE THE GRAVELED ROAD BEARS LEFT, THE SAND HILL BAPTIST
 GZ0643'CHURCH ON THE RIGHT, AND AN UNIMPROVED SAND ROAD CONTINUES WESTERLY.
 GZ0643'HERE CONTINUE WESTERLY ON THE UNIMPROVED SAND ROAD FOR 0.3 OF A
 GZ0643'MILE TO A FORK, KEEP THE LEFT FORK AND CONTINUE WESTERLY ON A WINDING
 GZ0643'SAND ROAD FOR 0.8 OF A MILE TO THE STATION ON THE RIGHT ABOUT
 GZ0643'40 YARDS ATOP A BANK AND AT THE NORTHEAST EDGE OF A SMALL CULTIVATED
 GZ0643'PLOT AS DESCRIBED.
 GZ0643'
 GZ0643'THE STATION IS 212 FEET EAST OF THE SOUTHEAST CORNER OF A LOG HOUSE,
 GZ0643'132 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE SAND ROAD, 123
 GZ0643'FEET NORTHEAST OF AN 18-INCH RED OAK TREE, 117 FEET NORTH OF AN
 GZ0643'8-INCH HICKORY TREE, 108 FEET NORTHWEST OF A 24-INCH, FORKED
 GZ0643'TRUNKED WHITE OAK TREE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST
 GZ0643'AND SIGN, AND AT THE NORTHEAST EDGE OF A SMALL CULTIVATED FIELD.
 GZ0643'IT IS A KENTUCKY DEPARTMENT OF HIGHWAYS TRAVERSE STATION DISK SET IN
 GZ0643'THE TOP OF A 12- INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GZ0643'IS STAMPED I-75 T-50 1963.
 GZ0643'
 GZ0643'REFERENCE MARK NO. 1 IS 190 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GZ0643'OF THE SAND ROAD, 92 FEET NORTHEAST OF THE 24-INCH, FORKED TRUNKED
 GZ0643'WHITE OAK TREE, 13 FEET NORTHWEST OF THE APPROXIMATE CENTER OF AN OLD
 GZ0643'TRAIL ROAD, AND AT THE EAST EDGE OF THE CLEARING.  IT IS A KENTUCKY
 GZ0643'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN THE TOP OF A
 GZ0643'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GZ0643'I-75 T-50 NO. 1 1963.
 GZ0643'
 GZ0643'REFERENCE MARK NO. 2 IS 230 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GZ0643'THE LOG HOUSE, 25 FEET WEST OF THE 8-INCH HICKORY TREE, 21 FEET EAST
 GZ0643'OF THE 18-INCH RED OAK TREE, 18 FEET NORTHEAST OF THE APPROXIMATE
 GZ0643'CENTER OF THE SAND ROAD, 0.8 OF A FOOT SOUTHEAST OF A METAL WITNESS
 GZ0643'POST AND SIGN, AND AT THE SOUTHWEST EDGE OF THE SMALL CULTIVATED
 GZ0643'FIELD.  IT IS A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK
 GZ0643'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GZ0643'AND THE DISK IS STAMPED I-75 T-50 NO. 2 1963.
 GZ0643'
 GZ0643'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GZ0643'REFERENCE MARK NO. 2 IS 203.20 FT - (61.935 METERS).
 GZ0643'
 GZ0643'NOTE- IT IS NOW IMPOSSIBLE TO REACH THIS STATION BY THE 1963
 GZ0643'TO-REACH.
 GZ0643'
 GZ0643'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 2.5 MILES WSW
 GZ0643'OF LIVINGSTON.
 GZ0643
 GZ0643                          STATION RECOVERY (1970)
 GZ0643
 GZ0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GZ0643'2.5 MI WSW FROM LIVINGSTON.
 GZ0643'MARK RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 GZ0643'FOLLOWS.  ABOUT 0.6 OF A MILE SOUTH AND WEST ALONG U.S. HIGHWAY
 GZ0643'25 FROM THE JUNCTION OF STATE ROUTE 490 IN LIVINGSTON, THENCE
 GZ0643'RIGHT ON GRAVELED ROAD WEST FOR 0.4 MILE TO A ROAD SHARP LEFT,
 GZ0643'THENCE RIGHT, WEST AND SOUTHWEST ON MAIN ROAD FOR 1.3 MILES TO
 GZ0643'A FORK WHERE GRAVELED ROAD BEARS LEFT AND SAND ROAD CONTINUES
 GZ0643'WEST, THENCE WEST ON THE SAND ROAD FOR 0.3 MILE TO A FORK, KEEP
 GZ0643'LEFT FORK, WESTERLY ON WINDING SAND ROAD FOR 0.8 OF A MILE TO THE
 GZ0643'I-75 T-50 TRAVERSE STATION ON THE RIGHT ABOUT 40 YARDS, 212 FEET
 GZ0643'EAST OF THE SOUTHEAST CORNER OF A LOG HOUSE, 138.98 FEET WEST OF
 GZ0643'I-75 T-50 R.M. NO. 1, 132 FEET NORTHEAST OF THE CENTER OF THE
 GZ0643'SAND ROAD, 123 FEET NORTHEAST OF AN 18-INCH RED OAK TREE, 117
 GZ0643'FEET NORTH OF AN 8-INCH HICKORY TREE, 116.50 FEET NORTH OF I-75
 GZ0643'T-50 R.M. NO. 2, 108 FEET NORTHWEST OF A 24-INCH, FORKED TRUNKED
 GZ0643'WHITE OAK TREE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST AND
 GZ0643'SIGN, AND AT THE NORTHEAST EDGE OF A SMALL CULTIVATED FIELD.  A
 GZ0643'KENTUCKY DEPARTMENT OF HIGHWAYS TRAVERSE STATION DISK SET IN THE
 GZ0643'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND STAMPED
 GZ0643'I-75 T-50 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0642 ***********************************************************************
 GZ0642  DESIGNATION -  I75 T 50 RM 1
 GZ0642  PID         -  GZ0642
 GZ0642  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0642  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0642
 GZ0642                         *CURRENT SURVEY CONTROL
 GZ0642  ___________________________________________________________________
 GZ0642* NAD 83(1986)-  37 17 22.     (N)    084 15 42.     (W)     SCALED    
 GZ0642* NAVD 88     -       425.751  (meters)    1396.82   (feet)  ADJUSTED  
 GZ0642  ___________________________________________________________________
 GZ0642  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GZ0642  DYNAMIC HT  -         425.429 (meters)    1395.76  (feet)  COMP
 GZ0642  MODELED GRAV-     979,860.3   (mgal)                       NAVD 88
 GZ0642
 GZ0642  VERT ORDER  -  SECOND    CLASS 0
 GZ0642
 GZ0642.The horizontal coordinates were scaled from a topographic map and have
 GZ0642.an estimated accuracy of +/- 6 seconds.
 GZ0642
 GZ0642.The orthometric height was determined by differential leveling
 GZ0642.and adjusted by the National Geodetic Survey in June 1991..
 GZ0642
 GZ0642.The geoid height was determined by GEOID03.
 GZ0642
 GZ0642.The dynamic height is computed by dividing the NAVD 88
 GZ0642.geopotential number by the normal gravity value computed on the
 GZ0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0642.degrees latitude (g = 980.6199 gals.).
 GZ0642
 GZ0642.The modeled gravity was interpolated from observed gravity values.
 GZ0642
 GZ0642;                    North         East    Units  Estimated Accuracy
 GZ0642;SPC KY1Z     - 1,107,170.    1,631,960.      MT  (+/- 180 meters Scaled)
 GZ0642
 GZ0642                          SUPERSEDED SURVEY CONTROL
 GZ0642
 GZ0642  NGVD 29 (??/??/92)  425.917  (m)         1397.36   (f) ADJ UNCH    2 0
 GZ0642
 GZ0642.Superseded values are not recommended for survey control.
 GZ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0642.See file dsdata.txt to determine how the superseded data were derived.
 GZ0642
 GZ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG427304(NAD 83)
 GZ0642_MARKER: DR = REFERENCE MARK DISK
 GZ0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0642_STAMPING: I-75 T-50 NO 1 1963
 GZ0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0642+STABILITY: SURFACE MOTION
 GZ0642
 GZ0642  HISTORY     - Date     Condition        Report By
 GZ0642  HISTORY     - 1963     MONUMENTED       PAS
 GZ0642  HISTORY     - 1970     GOOD             NGS
 GZ0642
 GZ0642                          STATION DESCRIPTION
 GZ0642
 GZ0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GZ0642'2.5 MI WSW FROM LIVINGSTON.
 GZ0642'THIS MARK RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED AT
 GZ0642'THE I-75 T-50 1963 TRAVERSE STATION SITE, 203.20 FEET NORTHEAST OF
 GZ0642'I-75 T-50 R.M. NO. 2, 190 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GZ0642'OF A SAND ROAD, 138.98 FEET EAST OF I-75 T-50, 92 FEET NORTHEAST
 GZ0642'OF A 24-INCH, FORKED TRUNKED WHITE OAK TREE, 13 FEET NORTHWEST OF
 GZ0642'THE APPROXIMATE CENTER OF AN OLD TRAIL ROAD, AND AT THE EAST EDGE
 GZ0642'OF A CLEARING.  IT IS A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE
 GZ0642'MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GZ0642'MONUMENT AND THE DISK IS STAMPED I-75 T-50 NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0641 ***********************************************************************
 GZ0641  DESIGNATION -  I75 T 50 RM 2
 GZ0641  PID         -  GZ0641
 GZ0641  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0641  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0641
 GZ0641                         *CURRENT SURVEY CONTROL
 GZ0641  ___________________________________________________________________
 GZ0641* NAD 83(1986)-  37 17 22.     (N)    084 15 42.     (W)     SCALED    
 GZ0641* NAVD 88     -       427.433  (meters)    1402.34   (feet)  ADJUSTED  
 GZ0641  ___________________________________________________________________
 GZ0641  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GZ0641  DYNAMIC HT  -         427.109 (meters)    1401.27  (feet)  COMP
 GZ0641  MODELED GRAV-     979,860.3   (mgal)                       NAVD 88
 GZ0641
 GZ0641  VERT ORDER  -  SECOND    CLASS 0
 GZ0641
 GZ0641.The horizontal coordinates were scaled from a topographic map and have
 GZ0641.an estimated accuracy of +/- 6 seconds.
 GZ0641
 GZ0641.The orthometric height was determined by differential leveling
 GZ0641.and adjusted by the National Geodetic Survey in June 1991..
 GZ0641
 GZ0641.The geoid height was determined by GEOID03.
 GZ0641
 GZ0641.The dynamic height is computed by dividing the NAVD 88
 GZ0641.geopotential number by the normal gravity value computed on the
 GZ0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0641.degrees latitude (g = 980.6199 gals.).
 GZ0641
 GZ0641.The modeled gravity was interpolated from observed gravity values.
 GZ0641
 GZ0641;                    North         East    Units  Estimated Accuracy
 GZ0641;SPC KY1Z     - 1,107,170.    1,631,960.      MT  (+/- 180 meters Scaled)
 GZ0641
 GZ0641                          SUPERSEDED SURVEY CONTROL
 GZ0641
 GZ0641  NGVD 29 (??/??/92)  427.599  (m)         1402.88   (f) ADJ UNCH    2 0
 GZ0641
 GZ0641.Superseded values are not recommended for survey control.
 GZ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0641.See file dsdata.txt to determine how the superseded data were derived.
 GZ0641
 GZ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG427304(NAD 83)
 GZ0641_MARKER: DR = REFERENCE MARK DISK
 GZ0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0641_STAMPING: I-75 T-50 NO 2 1963
 GZ0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0641+STABILITY: SURFACE MOTION
 GZ0641
 GZ0641  HISTORY     - Date     Condition        Report By
 GZ0641  HISTORY     - 1963     MONUMENTED       PAS
 GZ0641  HISTORY     - 1970     GOOD             NGS
 GZ0641
 GZ0641                          STATION DESCRIPTION
 GZ0641
 GZ0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GZ0641'2.5 MI WSW FROM LIVINGSTON.
 GZ0641'THIS MARK RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED AT THE
 GZ0641'I-75 T-50 1963 TRAVERSE STATION SITE, 230 FEET SOUTHEAST OF THE
 GZ0641'SOUTHEAST CORNER OF A LOG HOUSE, 203.20 FEET SOUTHWEST OF I-75
 GZ0641'T-50 R.M. NO. 1, 116.50 FEET SOUTH OF I-75 T-50, 25 FEET WEST OF
 GZ0641'AN 8-INCH HICKORY TREE, 21 FEET EAST OF AN 18-INCH RED OAK TREE,
 GZ0641'18 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A SAND ROAD, 0.8 OF
 GZ0641'A FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND AT THE
 GZ0641'SOUTHWEST EDGE OF A SMALL CULTIVATED FIELD.  IT IS A KENTUCKY
 GZ0641'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN THE TOP OF A
 GZ0641'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GZ0641'I-75 T-50 NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0635 ***********************************************************************
 GZ0635  DESIGNATION -  I75 T 51
 GZ0635  PID         -  GZ0635
 GZ0635  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0635  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0635
 GZ0635                         *CURRENT SURVEY CONTROL
 GZ0635  ___________________________________________________________________
 GZ0635* NAD 83(1993)-  37 18 33.09655(N)    084 17 07.08225(W)     ADJUSTED  
 GZ0635* NAVD 88     -       437.426  (meters)    1435.12   (feet)  ADJUSTED  
 GZ0635  ___________________________________________________________________
 GZ0635  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 GZ0635  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GZ0635  DYNAMIC HT  -         437.099 (meters)    1434.05  (feet)  COMP
 GZ0635  MODELED GRAV-     979,867.7   (mgal)                       NAVD 88
 GZ0635
 GZ0635  HORZ ORDER  -  SECOND
 GZ0635  VERT ORDER  -  SECOND    CLASS 0
 GZ0635
 GZ0635.The horizontal coordinates were established by classical geodetic methods
 GZ0635.and adjusted by the National Geodetic Survey in December 1995..
 GZ0635
 GZ0635.The orthometric height was determined by differential leveling
 GZ0635.and adjusted by the National Geodetic Survey in June 1991..
 GZ0635
 GZ0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0635
 GZ0635.The geoid height was determined by GEOID03.
 GZ0635
 GZ0635.The dynamic height is computed by dividing the NAVD 88
 GZ0635.geopotential number by the normal gravity value computed on the
 GZ0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0635.degrees latitude (g = 980.6199 gals.).
 GZ0635
 GZ0635.The modeled gravity was interpolated from observed gravity values.
 GZ0635
 GZ0635;                    North         East     Units Scale Factor Converg.
 GZ0635;SPC KY1Z     - 1,109,323.499 1,629,834.181   MT  0.99995362   +0 53 57.4
 GZ0635;SPC KY1Z     - 3,639,505.51  5,347,214.31   sFT  0.99995362   +0 53 57.4
 GZ0635;SPC KY S     -   609,301.548   629,833.256   MT  0.99994550   +0 53 17.8
 GZ0635;SPC KY S     - 1,999,016.83  2,066,377.94   sFT  0.99994550   +0 53 17.8
 GZ0635;UTM  16      - 4,132,629.160   740,585.812   MT  1.00031306   +1 38 46.4
 GZ0635
 GZ0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0635!SPC KY1Z     -   0.99993613  x   0.99995362  =   0.99988975
 GZ0635!SPC KY S     -   0.99993613  x   0.99994550  =   0.99988163
 GZ0635!UTM  16      -   0.99993613  x   1.00031306  =   1.00024917
 GZ0635
 GZ0635|---------------------------------------------------------------------|
 GZ0635| PID    Reference Object                     Distance      Geod. Az  |
 GZ0635|                                                           dddmmss.s |
 GZ0635| GZ0636 I75 T 51 RM 1                        19.469 METERS 05527     |
 GZ0635| GZ0638 I75 T 51 AZ MK                                     2591801.5 |
 GZ0635| GZ0637 I75 T 51 RM 2                        12.185 METERS 30728     |
 GZ0635| GZ0631 I75 T 52                            APPROX. 2.6 KM 3181535.1 |
 GZ0635|---------------------------------------------------------------------|
 GZ0635
 GZ0635                          SUPERSEDED SURVEY CONTROL
 GZ0635
 GZ0635  NAD 83(1986)-  37 18 33.10331(N)    084 17 07.08557(W) AD(       ) 2
 GZ0635  NAD 27      -  37 18 32.79620(N)    084 17 07.32350(W) AD(       ) 2
 GZ0635  NGVD 29 (??/??/92)  437.589  (m)         1435.66   (f) ADJ UNCH    2 0
 GZ0635
 GZ0635.Superseded values are not recommended for survey control.
 GZ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0635.See file dsdata.txt to determine how the superseded data were derived.
 GZ0635
 GZ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4058632629(NAD 83)
 GZ0635_MARKER: DD = SURVEY DISK
 GZ0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0635_STAMPING: I 75 T 51 1963
 GZ0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0635+STABILITY: SURFACE MOTION
 GZ0635
 GZ0635  HISTORY     - Date     Condition        Report By
 GZ0635  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0635  HISTORY     - 1963     GOOD             PAS
 GZ0635
 GZ0635                          STATION DESCRIPTION
 GZ0635
 GZ0635'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GZ0635'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF MOUNT VERNON AND
 GZ0635'ABOUT 2 MILES NORTHWEST OF SAND HILL SCHOOL.  IT IS ON A WOODED
 GZ0635'RIDGE ON LAND OWNED BY JAMES LAMBERT AND EARL TURNER.
 GZ0635'
 GZ0635'TO REACH THE STATION FROM THE ROCKCASTLE COUNTY COURT HOUSE IN MOUNT
 GZ0635'VERNON, GO EAST ON U.S. HIGHWAY NO. 25 FOR 1.55 MILES TO A ROAD
 GZ0635'RIGHT, TURN RIGHT AND GO SOUTH ON A BLACK TOP AND A GRAVEL ROAD FOR
 GZ0635'2.3 MILES TO A GRAVEL ROAD LEFT, TURN LEFT AND GO SOUTHEAST ON
 GZ0635'GRAVEL ROAD FOR 1.4 MILES TO A WOODS ROAD LEFT, TURN LEFT AND GO EAST
 GZ0635'ON WOODS ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON LEFT.  CONTINUE
 GZ0635'EAST ON WOODS ROAD FOR 0.1 MILE TO STATION ON RIGHT.
 GZ0635'
 GZ0635'STATION IS LOCATED 65 FEET SOUTH OF A 14-INCH BLACK GUM TREE, 23 FEET
 GZ0635'NORTHEAST OF A 30-INCH WHITE OAK TREE, 18 FEET SOUTHEAST OF THE
 GZ0635'CENTER OF ROAD AND 1.5 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.
 GZ0635'THE MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-51 1963.
 GZ0635'
 GZ0635'REFERENCE MARK NO. 1 IS ABOUT 59 FEET EAST OF THE CENTER OF WOODS
 GZ0635'ROAD, 55 FEET SOUTHEAST OF A 14-INCH BLACK GUM TREE AND 12 FEET
 GZ0635'SOUTH OF AN 8-INCH WHITE OAK TREE.  THE MARK PROJECTS 1 INCH AND THE
 GZ0635'DISK IS STAMPED I-75 T-51 NO. 1 1963.
 GZ0635'
 GZ0635'REFERENCE MARK NO. 2 IS 35 FEET NORTH-NORTHWEST OF A 30-INCH WHITE
 GZ0635'OAK TREE, 21 FEET NORTHWEST OF THE CENTER OF WOODS ROAD AND 17
 GZ0635'FEET EAST OF A 15-INCH CHESTNUT OAK TREE.  THE MARK PROJECTS 1 INCH
 GZ0635'AND THE DISK IS STAMPED I-75 T-51 NO.  2 1963.
 GZ0635'
 GZ0635'AZIMUTH MARK IS 38 FEET SOUTHWEST OF A 14-INCH RED OAK TREE, 28 FEET
 GZ0635'NORTHWEST OF THE CENTER OF WOODS ROAD AND 1.7 FEET SOUTHWEST OF
 GZ0635'METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 1 INCH AND THE DISK
 GZ0635'IS STAMPED I-75 T-51 1963.
 GZ0635'
 GZ0635'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ0635'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ0635'
 GZ0635'HEIGHT OF LIGHT ABOVE STATION MARK 17.1 METERS.
 GZ0635
 GZ0635                          STATION RECOVERY (1963)
 GZ0635
 GZ0635'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0635'5 MI SE FROM MOUNT VERNON.
 GZ0635'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0635'ROCKCASTLE COUNTY COURT HOUSE AT MOUNT VERNON, THENCE ABOUT
 GZ0635'2.3 MILES SOUTH ALONG A BLACK TOP AND A GRAVEL ROAD, THENCE
 GZ0635'ABOUT 1.4 MILES SOUTHEAST ALONG GRAVEL ROAD TO A WOODS ROAD LEFT,
 GZ0635'THENCE ABOUT 0.25 MILE EAST ALONG WOODS ROAD, ON LAND OWNED
 GZ0635'BY JAMES LAMBERT AND EARL TURNER, 65 FEET SOUTH OF A 14-INCH
 GZ0635'BLACK GUM TREE, 23 FEET NORTHEAST OF A 30-INCH WHITE OAK TREE,
 GZ0635'18 FEET SOUTHEAST OF THE CENTER OF WOODS ROAD AND 1.5 FEET
 GZ0635'SOUTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GZ0635'OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE FLUSH WITH
 GZ0635'GROUND AND STAMPED I-75 T-51 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0638 ***********************************************************************
 GZ0638  DESIGNATION -  I75 T 51 AZ MK
 GZ0638  PID         -  GZ0638
 GZ0638  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0638  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0638
 GZ0638                         *CURRENT SURVEY CONTROL
 GZ0638  ___________________________________________________________________
 GZ0638* NAD 83(1986)-  37 18 31.     (N)    084 17 14.     (W)     SCALED    
 GZ0638* NAVD 88     -       436.587  (meters)    1432.37   (feet)  ADJUSTED  
 GZ0638  ___________________________________________________________________
 GZ0638  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GZ0638  DYNAMIC HT  -         436.260 (meters)    1431.30  (feet)  COMP
 GZ0638  MODELED GRAV-     979,867.6   (mgal)                       NAVD 88
 GZ0638
 GZ0638  VERT ORDER  -  SECOND    CLASS 0
 GZ0638
 GZ0638.The horizontal coordinates were scaled from a topographic map and have
 GZ0638.an estimated accuracy of +/- 6 seconds.
 GZ0638
 GZ0638.The orthometric height was determined by differential leveling
 GZ0638.and adjusted by the National Geodetic Survey in June 1991..
 GZ0638
 GZ0638.The geoid height was determined by GEOID03.
 GZ0638
 GZ0638.The dynamic height is computed by dividing the NAVD 88
 GZ0638.geopotential number by the normal gravity value computed on the
 GZ0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0638.degrees latitude (g = 980.6199 gals.).
 GZ0638
 GZ0638.The modeled gravity was interpolated from observed gravity values.
 GZ0638
 GZ0638;                    North         East    Units  Estimated Accuracy
 GZ0638;SPC KY1Z     - 1,109,260.    1,629,670.      MT  (+/- 180 meters Scaled)
 GZ0638
 GZ0638                          SUPERSEDED SURVEY CONTROL
 GZ0638
 GZ0638  NGVD 29 (??/??/92)  436.750  (m)         1432.90   (f) ADJ UNCH    2 0
 GZ0638
 GZ0638.Superseded values are not recommended for survey control.
 GZ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0638.See file dsdata.txt to determine how the superseded data were derived.
 GZ0638
 GZ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG404325(NAD 83)
 GZ0638_MARKER: DZ = AZIMUTH MARK DISK
 GZ0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0638_STAMPING: I 75 T 51 1963
 GZ0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0638+STABILITY: SURFACE MOTION
 GZ0638
 GZ0638  HISTORY     - Date     Condition        Report By
 GZ0638  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0638
 GZ0638                          STATION DESCRIPTION
 GZ0638
 GZ0638'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 GZ0638'4.9 MI SE FROM MOUNT VERNON.
 GZ0638'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0638'ROCKCASTLE COUNTY COURT HOUSE AT MOUNT VERNON, THENCE ABOUT
 GZ0638'2.3 MILES SOUTH ALONG A BLACK TOP AND A GRAVEL ROAD, THENCE
 GZ0638'ABOUT 1.4 MILES SOUTHEAST ALONG GRAVEL ROAD TO A WOODS ROAD
 GZ0638'LEFT, THENCE ABOUT 0.15 MILE EAST ALONG WOODS ROAD, ON LAND
 GZ0638'OWNED BY JAMES LAMBERT AND EARL TURNER, 38 FEET SOUTHWEST OF
 GZ0638'A 14-INCH RED OAK TREE, 28 FEET NORTHWEST OF THE CENTER OF
 GZ0638'WOODS ROAD AND 1.7 FEET SOUTHWEST OF METAL WITNESS POST AND
 GZ0638'SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET
 GZ0638'IN TOP OF CONCRETE PROJECTING 1 INCH AND STAMPED I-75 T-51 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0636 ***********************************************************************
 GZ0636  DESIGNATION -  I75 T 51 RM 1
 GZ0636  PID         -  GZ0636
 GZ0636  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0636  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0636
 GZ0636                         *CURRENT SURVEY CONTROL
 GZ0636  ___________________________________________________________________
 GZ0636* NAD 83(1986)-  37 18 33.     (N)    084 17 07.     (W)     SCALED    
 GZ0636* NAVD 88     -       437.198  (meters)    1434.37   (feet)  ADJUSTED  
 GZ0636  ___________________________________________________________________
 GZ0636  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GZ0636  DYNAMIC HT  -         436.871 (meters)    1433.30  (feet)  COMP
 GZ0636  MODELED GRAV-     979,867.7   (mgal)                       NAVD 88
 GZ0636
 GZ0636  VERT ORDER  -  SECOND    CLASS 0
 GZ0636
 GZ0636.The horizontal coordinates were scaled from a topographic map and have
 GZ0636.an estimated accuracy of +/- 6 seconds.
 GZ0636
 GZ0636.The orthometric height was determined by differential leveling
 GZ0636.and adjusted by the National Geodetic Survey in June 1991..
 GZ0636
 GZ0636.The geoid height was determined by GEOID03.
 GZ0636
 GZ0636.The dynamic height is computed by dividing the NAVD 88
 GZ0636.geopotential number by the normal gravity value computed on the
 GZ0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0636.degrees latitude (g = 980.6199 gals.).
 GZ0636
 GZ0636.The modeled gravity was interpolated from observed gravity values.
 GZ0636
 GZ0636;                    North         East    Units  Estimated Accuracy
 GZ0636;SPC KY1Z     - 1,109,320.    1,629,840.      MT  (+/- 180 meters Scaled)
 GZ0636
 GZ0636                          SUPERSEDED SURVEY CONTROL
 GZ0636
 GZ0636  NGVD 29 (??/??/92)  437.361  (m)         1434.91   (f) ADJ UNCH    2 0
 GZ0636
 GZ0636.Superseded values are not recommended for survey control.
 GZ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0636.See file dsdata.txt to determine how the superseded data were derived.
 GZ0636
 GZ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG405326(NAD 83)
 GZ0636_MARKER: DR = REFERENCE MARK DISK
 GZ0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0636_STAMPING: I 75 T 51 NO 1 1963
 GZ0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0636+STABILITY: SURFACE MOTION
 GZ0636
 GZ0636  HISTORY     - Date     Condition        Report By
 GZ0636  HISTORY     - 1963     MONUMENTED       PAS
 GZ0636
 GZ0636                          STATION DESCRIPTION
 GZ0636
 GZ0636'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0636'5 MI SE FROM MOUNT VERNON.
 GZ0636'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0636'ROCKCASTLE COUNTY COURT HOUSE AT MOUNT VERNON, THENCE ABOUT
 GZ0636'2.3 MILES SOUTH ALONG A BLACK TOP AND A GRAVEL ROAD, THENCE
 GZ0636'ABOUT 1.4 MILES SOUTHEAST ALONG GRAVEL ROAD TO A WOODS ROAD LEFT,
 GZ0636'THENCE ABOUT 0.25 MILE EAST ALONG WOODS ROAD, ON LAND OWNED
 GZ0636'BY JAMES LAMBERT AND EARL TURNER, 59 FEET EAST OF THE CENTER
 GZ0636'OF WOODS ROAD, 55 FEET SOUTHEAST OF A 14-INCH BLACK GUM TREE
 GZ0636'AND 12 FEET SOUTH OF AN 8-INCH WHITE OAK TREE.  A KENTUCKY
 GZ0636'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF
 GZ0636'CONCRETE PROJECTING 1 INCH AND STAMPED I-75 T-51 NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0637 ***********************************************************************
 GZ0637  DESIGNATION -  I75 T 51 RM 2
 GZ0637  PID         -  GZ0637
 GZ0637  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0637  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0637
 GZ0637                         *CURRENT SURVEY CONTROL
 GZ0637  ___________________________________________________________________
 GZ0637* NAD 83(1986)-  37 18 33.     (N)    084 17 07.     (W)     SCALED    
 GZ0637* NAVD 88     -       436.725  (meters)    1432.82   (feet)  ADJUSTED  
 GZ0637  ___________________________________________________________________
 GZ0637  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GZ0637  DYNAMIC HT  -         436.398 (meters)    1431.75  (feet)  COMP
 GZ0637  MODELED GRAV-     979,867.7   (mgal)                       NAVD 88
 GZ0637
 GZ0637  VERT ORDER  -  SECOND    CLASS 0
 GZ0637
 GZ0637.The horizontal coordinates were scaled from a topographic map and have
 GZ0637.an estimated accuracy of +/- 6 seconds.
 GZ0637
 GZ0637.The orthometric height was determined by differential leveling
 GZ0637.and adjusted by the National Geodetic Survey in June 1991..
 GZ0637
 GZ0637.The geoid height was determined by GEOID03.
 GZ0637
 GZ0637.The dynamic height is computed by dividing the NAVD 88
 GZ0637.geopotential number by the normal gravity value computed on the
 GZ0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0637.degrees latitude (g = 980.6199 gals.).
 GZ0637
 GZ0637.The modeled gravity was interpolated from observed gravity values.
 GZ0637
 GZ0637;                    North         East    Units  Estimated Accuracy
 GZ0637;SPC KY1Z     - 1,109,320.    1,629,840.      MT  (+/- 180 meters Scaled)
 GZ0637
 GZ0637                          SUPERSEDED SURVEY CONTROL
 GZ0637
 GZ0637  NGVD 29 (??/??/92)  436.888  (m)         1433.36   (f) ADJ UNCH    2 0
 GZ0637
 GZ0637.Superseded values are not recommended for survey control.
 GZ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0637.See file dsdata.txt to determine how the superseded data were derived.
 GZ0637
 GZ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG405326(NAD 83)
 GZ0637_MARKER: DR = REFERENCE MARK DISK
 GZ0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0637_STAMPING: I 75 T 51 NO 2 1963
 GZ0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0637+STABILITY: SURFACE MOTION
 GZ0637
 GZ0637  HISTORY     - Date     Condition        Report By
 GZ0637  HISTORY     - 1963     MONUMENTED       PAS
 GZ0637
 GZ0637                          STATION DESCRIPTION
 GZ0637
 GZ0637'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0637'5 MI SE FROM MOUNT VERNON.
 GZ0637'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0637'ROCKCASTLE COUNTY COURT HOUSE AT MOUNT VERNON, THENCE ABOUT 2.3
 GZ0637'MILES SOUTH ALONG A BLACK TOP AND A GRAVEL ROAD, THENCE ABOUT
 GZ0637'1.4 MILES SOUTHEAST ALONG GRAVEL ROAD TO A WOODS ROAD LEFT,
 GZ0637'THENCE ABOUT 0.25 MILE EAST ALONG WOODS ROAD, ON LAND OWNED
 GZ0637'BY JAMES LAMBERT AND EARL TURNER, 35 FEET NORTH-NORTHWEST OF A
 GZ0637'30-INCH WHITE OAK TREE, 21 FEET NORTHWEST OF THE CENTER OF
 GZ0637'WOODS ROAD AND 17 FEET EAST OF A 15-INCH CHESTNUT OAK TREE.
 GZ0637'A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN
 GZ0637'TOP OF CONCRETE PROJECTING 1 INCH AND STAMPED I-75 T-51 NO. 2
 GZ0637'1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0631 ***********************************************************************
 GZ0631  DESIGNATION -  I75 T 52
 GZ0631  PID         -  GZ0631
 GZ0631  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0631  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0631
 GZ0631                         *CURRENT SURVEY CONTROL
 GZ0631  ___________________________________________________________________
 GZ0631* NAD 83(1993)-  37 19 35.50823(N)    084 18 16.81901(W)     ADJUSTED  
 GZ0631* NAVD 88     -       437.309  (meters)    1434.74   (feet)  ADJUSTED  
 GZ0631  ___________________________________________________________________
 GZ0631  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 GZ0631  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GZ0631  DYNAMIC HT  -         436.981 (meters)    1433.66  (feet)  COMP
 GZ0631  MODELED GRAV-     979,864.0   (mgal)                       NAVD 88
 GZ0631
 GZ0631  HORZ ORDER  -  SECOND
 GZ0631  VERT ORDER  -  SECOND    CLASS 0
 GZ0631
 GZ0631.The horizontal coordinates were established by classical geodetic methods
 GZ0631.and adjusted by the National Geodetic Survey in December 1995..
 GZ0631
 GZ0631.The orthometric height was determined by differential leveling
 GZ0631.and adjusted by the National Geodetic Survey in June 1991..
 GZ0631
 GZ0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0631
 GZ0631.The geoid height was determined by GEOID03.
 GZ0631
 GZ0631.The dynamic height is computed by dividing the NAVD 88
 GZ0631.geopotential number by the normal gravity value computed on the
 GZ0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0631.degrees latitude (g = 980.6199 gals.).
 GZ0631
 GZ0631.The modeled gravity was interpolated from observed gravity values.
 GZ0631
 GZ0631;                    North         East     Units Scale Factor Converg.
 GZ0631;SPC KY1Z     - 1,111,220.480 1,628,087.406   MT  0.99995069   +0 53 14.5
 GZ0631;SPC KY1Z     - 3,645,729.19  5,341,483.43   sFT  0.99995069   +0 53 14.5
 GZ0631;SPC KY S     -   611,198.848   628,086.854   MT  0.99994541   +0 52 35.5
 GZ0631;SPC KY S     - 2,005,241.55  2,060,648.29   sFT  0.99994541   +0 52 35.5
 GZ0631;UTM  16      - 4,134,503.862   738,813.813   MT  1.00030259   +1 38 06.4
 GZ0631
 GZ0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0631!SPC KY1Z     -   0.99993616  x   0.99995069  =   0.99988685
 GZ0631!SPC KY S     -   0.99993616  x   0.99994541  =   0.99988157
 GZ0631!UTM  16      -   0.99993616  x   1.00030259  =   1.00023873
 GZ0631
 GZ0631:                Primary Azimuth Mark                     Grid Az
 GZ0631:SPC KY1Z     -  I75 T 53                                 359 23 13.7
 GZ0631:SPC KY S     -  I75 T 53                                 359 23 52.7
 GZ0631:UTM  16      -  I75 T 53                                 358 38 21.8
 GZ0631
 GZ0631|---------------------------------------------------------------------|
 GZ0631| PID    Reference Object                     Distance      Geod. Az  |
 GZ0631|                                                           dddmmss.s |
 GZ0631| GZ2962 I75 T 53                            APPROX. 2.2 KM 0001628.2 |
 GZ0631| GZ0630 I75 T 52 RM 1                        25.300 METERS 11829     |
 GZ0631| GZ0633 I75 T 52 AZ MK                                     2412330.7 |
 GZ0631| GZ0632 I75 T 52 RM 2                        21.059 METERS 24148     |
 GZ0631|---------------------------------------------------------------------|
 GZ0631
 GZ0631                          SUPERSEDED SURVEY CONTROL
 GZ0631
 GZ0631  NAD 83(1986)-  37 19 35.51467(N)    084 18 16.82227(W) AD(       ) 2
 GZ0631  NAD 27      -  37 19 35.20860(N)    084 18 17.05800(W) AD(       ) 2
 GZ0631  NGVD 29 (??/??/92)  437.471  (m)         1435.27   (f) ADJ UNCH    2 0
 GZ0631
 GZ0631.Superseded values are not recommended for survey control.
 GZ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0631.See file dsdata.txt to determine how the superseded data were derived.
 GZ0631
 GZ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3881434504(NAD 83)
 GZ0631_MARKER: DD = SURVEY DISK
 GZ0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0631_STAMPING: I 75 T 52 1963
 GZ0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0631+STABILITY: SURFACE MOTION
 GZ0631
 GZ0631  HISTORY     - Date     Condition        Report By
 GZ0631  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0631  HISTORY     - 1963     GOOD             PAS
 GZ0631
 GZ0631                          STATION DESCRIPTION
 GZ0631
 GZ0631'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GZ0631'STATION IS LOCATED ABOUT 2.8 MILES SOUTHEAST OF MOUNT VERNON AND
 GZ0631'ABOUT 0.3 MILE NORTH OF OLD CHESTNUT RIDGE SCHOOL.  IT IS AT THE
 GZ0631'NORTHEAST CORNER OF A CULTIVATED FIELD AND ON LAND OWNED BY MRS.
 GZ0631'JOYCE KIRBY.
 GZ0631'
 GZ0631'TO REACH THE STATION FROM THE ROCKCASTLE COUNTY COURT HOUSE IN MOUNT
 GZ0631'VERNON, GO EAST ON U.S. HIGHWAY NO. 25 FOR 1.55 MILES TO A ROAD
 GZ0631'RIGHT, TURN RIGHT AND GO SOUTH ON A BLACK TOP AND A GRAVEL ROAD FOR
 GZ0631'1.75 MILES TO MARK ON LEFT.
 GZ0631'
 GZ0631'TO REACH AZIMUTH MARK FROM STATION, GO SOUTHWEST ON GRAVEL ROAD FOR
 GZ0631'0.1 MILE TO MARK ON THE RIGHT.
 GZ0631'
 GZ0631'STATION MARK IS LOCATED ABOUT 148 FEET NORTHEAST OF THE NORTHEAST
 GZ0631'CORNER OF KIRBY RESIDENCE, 62 FEET SOUTHEAST OF THE CENTER OF
 GZ0631'ROAD, 1.3 FEET WEST OF METAL WITNESS POST AND SIGN AND ABOUT 3 FEET
 GZ0631'HIGHER THAN ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED I-75
 GZ0631'T-52 1963.
 GZ0631'
 GZ0631'REFERENCE MARK NO. 1 IS NEAR THE SOUTHEAST CORNER OF CULTIVATED
 GZ0631'FIELD, ABOUT 179 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF
 GZ0631'KIRBY RESIDENCE AND ABOUT 145 FEET SOUTHEAST OF THE CENTER OF ROAD.
 GZ0631'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I-75 T-52 NO. 1
 GZ0631'1963.
 GZ0631'
 GZ0631'REFERENCE MARK NO. 2 IS 97 FEET EAST OF A POWER POLE WITH
 GZ0631'TRANSFORMER, 85-1/2 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 GZ0631'OF KIRBY RESIDENCE, 39 FEET SOUTHEAST OF THE CENTER OF ROAD AND ABOUT
 GZ0631'LEVEL WITH ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 GZ0631'I-75 T-52 NO. 2 1963.
 GZ0631'
 GZ0631'AZIMUTH MARK IS ABOUT 112 FEET NORTH-NORTHEAST OF THE NORTHEAST
 GZ0631'CORNER OF NORTH CONCRETE HEADWALL FOR CULVERT UNDER ROAD, 30
 GZ0631'FEET NORTHWEST OF THE CENTER OF ROAD, 1.6 FEET SOUTHEAST OF METAL
 GZ0631'WITNESS POST AND SIGN AND ABOUT 10 FEET HIGHER THAN ROAD.  THE
 GZ0631'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I-75 T-52 1963.
 GZ0631'
 GZ0631'SURFACE, UNDERGROUND REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ0631'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ0631'
 GZ0631'HEIGHT OF LIGHT ABOVE STATION MARK 9.5 METERS.
 GZ0631
 GZ0631                          STATION RECOVERY (1963)
 GZ0631
 GZ0631'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0631'3 MI SE FROM MOUNT VERNON.
 GZ0631'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0631'ROCKCASTLE COUNTY COURT HOUSE AT MOUNT VERNON, THENCE ABOUT
 GZ0631'1.75 MILES SOUTH ALONG A BLACK TOP AND A GRAVEL ROAD, ABOUT
 GZ0631'0.3 MILE NORTH OF OLD CHESTNUT RIDGE SCHOOL, AT THE NORTHEAST
 GZ0631'CORNER OF A CULTIVATED FIELD, ABOUT 148 FEET NORTHEAST OF
 GZ0631'THE NORTHEAST CORNER OF A ONE STORY FRAME HOUSE, 62 FEET
 GZ0631'SOUTHEAST OF THE CENTER OF GRAVEL ROAD, 1.3 FEET WEST OF
 GZ0631'METAL WITNESS POST AND SIGN AND ABOUT 3 FEET HIGHER THAN ROAD.
 GZ0631'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 GZ0631'CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-52 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0633 ***********************************************************************
 GZ0633  DESIGNATION -  I75 T 52 AZ MK
 GZ0633  PID         -  GZ0633
 GZ0633  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0633  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0633
 GZ0633                         *CURRENT SURVEY CONTROL
 GZ0633  ___________________________________________________________________
 GZ0633* NAD 83(1986)-  37 19 32.     (N)    084 18 23.     (W)     SCALED    
 GZ0633* NAVD 88     -       440.389  (meters)    1444.84   (feet)  ADJUSTED  
 GZ0633  ___________________________________________________________________
 GZ0633  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GZ0633  DYNAMIC HT  -         440.057 (meters)    1443.75  (feet)  COMP
 GZ0633  MODELED GRAV-     979,863.8   (mgal)                       NAVD 88
 GZ0633
 GZ0633  VERT ORDER  -  SECOND    CLASS 0
 GZ0633
 GZ0633.The horizontal coordinates were scaled from a topographic map and have
 GZ0633.an estimated accuracy of +/- 6 seconds.
 GZ0633
 GZ0633.The orthometric height was determined by differential leveling
 GZ0633.and adjusted by the National Geodetic Survey in June 1991..
 GZ0633
 GZ0633.The geoid height was determined by GEOID03.
 GZ0633
 GZ0633.The dynamic height is computed by dividing the NAVD 88
 GZ0633.geopotential number by the normal gravity value computed on the
 GZ0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0633.degrees latitude (g = 980.6199 gals.).
 GZ0633
 GZ0633.The modeled gravity was interpolated from observed gravity values.
 GZ0633
 GZ0633;                    North         East    Units  Estimated Accuracy
 GZ0633;SPC KY1Z     - 1,111,110.    1,627,940.      MT  (+/- 180 meters Scaled)
 GZ0633
 GZ0633                          SUPERSEDED SURVEY CONTROL
 GZ0633
 GZ0633  NGVD 29 (??/??/92)  440.550  (m)         1445.37   (f) ADJ UNCH    2 0
 GZ0633
 GZ0633.Superseded values are not recommended for survey control.
 GZ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0633.See file dsdata.txt to determine how the superseded data were derived.
 GZ0633
 GZ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG386343(NAD 83)
 GZ0633_MARKER: DZ = AZIMUTH MARK DISK
 GZ0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0633_STAMPING: I 75 T 52 1963
 GZ0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0633+STABILITY: SURFACE MOTION
 GZ0633
 GZ0633  HISTORY     - Date     Condition        Report By
 GZ0633  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0633
 GZ0633                          STATION DESCRIPTION
 GZ0633
 GZ0633'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 GZ0633'3.1 MI SE FROM MOUNT VERNON.
 GZ0633'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0633'ROCKCASTLE COUNTY COURT HOUSE AT MOUNT VERNON, THENCE ABOUT
 GZ0633'1.85 MILES SOUTH ALONG A BLACK TOP AND A GRAVEL ROAD, ABOUT
 GZ0633'0.2 MILE NORTH OF OLD CHESTNUT RIDGE SCHOOL, ABOUT 112 FEET
 GZ0633'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF NORTH CONCRETE
 GZ0633'HEADWALL FOR CULVERT UNDER ROAD, 30 FEET NORTHWEST OF THE
 GZ0633'CENTER OF ROAD, 1.6 FEET SOUTHEAST OF METAL WITNESS POST AND
 GZ0633'SIGN AND ABOUT 10 FEET HIGHER THAN ROAD.  A KENTUCKY DEPARTMENT
 GZ0633'OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF CONCRETE PROJECTING
 GZ0633'1 INCH AND STAMPED I-75 T-52 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0630 ***********************************************************************
 GZ0630  DESIGNATION -  I75 T 52 RM 1
 GZ0630  PID         -  GZ0630
 GZ0630  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0630  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0630
 GZ0630                         *CURRENT SURVEY CONTROL
 GZ0630  ___________________________________________________________________
 GZ0630* NAD 83(1986)-  37 19 35.     (N)    084 18 17.     (W)     SCALED    
 GZ0630* NAVD 88     -       436.465  (meters)    1431.97   (feet)  ADJUSTED  
 GZ0630  ___________________________________________________________________
 GZ0630  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GZ0630  DYNAMIC HT  -         436.137 (meters)    1430.89  (feet)  COMP
 GZ0630  MODELED GRAV-     979,864.0   (mgal)                       NAVD 88
 GZ0630
 GZ0630  VERT ORDER  -  SECOND    CLASS 0
 GZ0630
 GZ0630.The horizontal coordinates were scaled from a topographic map and have
 GZ0630.an estimated accuracy of +/- 6 seconds.
 GZ0630
 GZ0630.The orthometric height was determined by differential leveling
 GZ0630.and adjusted by the National Geodetic Survey in June 1991..
 GZ0630
 GZ0630.The geoid height was determined by GEOID03.
 GZ0630
 GZ0630.The dynamic height is computed by dividing the NAVD 88
 GZ0630.geopotential number by the normal gravity value computed on the
 GZ0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0630.degrees latitude (g = 980.6199 gals.).
 GZ0630
 GZ0630.The modeled gravity was interpolated from observed gravity values.
 GZ0630
 GZ0630;                    North         East    Units  Estimated Accuracy
 GZ0630;SPC KY1Z     - 1,111,210.    1,628,080.      MT  (+/- 180 meters Scaled)
 GZ0630
 GZ0630                          SUPERSEDED SURVEY CONTROL
 GZ0630
 GZ0630  NGVD 29 (??/??/92)  436.627  (m)         1432.50   (f) ADJ UNCH    2 0
 GZ0630
 GZ0630.Superseded values are not recommended for survey control.
 GZ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0630.See file dsdata.txt to determine how the superseded data were derived.
 GZ0630
 GZ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG388344(NAD 83)
 GZ0630_MARKER: DD = SURVEY DISK
 GZ0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0630_STAMPING: I 75 T 52 NO 1 1963
 GZ0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0630+STABILITY: SURFACE MOTION
 GZ0630
 GZ0630  HISTORY     - Date     Condition        Report By
 GZ0630  HISTORY     - 1963     MONUMENTED       PAS
 GZ0630
 GZ0630                          STATION DESCRIPTION
 GZ0630
 GZ0630'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0630'3 MI SE FROM MOUNT VERNON.
 GZ0630'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0630'ROCKCASTLE COUNTY COURT HOUSE AT MOUNT VERNON, THENCE ABOUT
 GZ0630'1.75 MILES SOUTH ALONG A BLACK TOP AND A GRAVEL ROAD, ABOUT 0.3
 GZ0630'MILE NORTH OF OLD CHESTNUT RIDGE SCHOOL, NEAR THE SOUTHEAST
 GZ0630'CORNER OF A CULTIVATED FIELD, ABOUT 179 FEET EAST-NORTHEAST
 GZ0630'OF THE SOUTHEAST CORNER OF A ONE STORY FRAME HOUSE, ABOUT 145
 GZ0630'FEET SOUTHEAST OF THE CENTER OF GRAVEL ROAD.  A KENTUCKY
 GZ0630'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF
 GZ0630'CONCRETE PROJECTING 1 INCH AND STAMPED I-75 T-52 NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0632 ***********************************************************************
 GZ0632  CBN         -  This is a Cooperative Base Network Control Station.
 GZ0632  DESIGNATION -  I75 T 52 RM 2
 GZ0632  PID         -  GZ0632
 GZ0632  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0632  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0632
 GZ0632                         *CURRENT SURVEY CONTROL
 GZ0632  ___________________________________________________________________
 GZ0632* NAD 83(1993)-  37 19 35.18540(N)    084 18 17.57284(W)     ADJUSTED  
 GZ0632* NAVD 88     -       436.586  (meters)    1432.37   (feet)  ADJUSTED  
 GZ0632  ___________________________________________________________________
 GZ0632  X           -     503,957.959 (meters)                     COMP
 GZ0632  Y           -  -5,053,363.856 (meters)                     COMP
 GZ0632  Z           -   3,846,510.580 (meters)                     COMP
 GZ0632  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 GZ0632  ELLIP HEIGHT-         406.12  (meters)          (11/03/04) GPS OBS
 GZ0632  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GZ0632  DYNAMIC HT  -         436.258 (meters)    1431.29  (feet)  COMP
 GZ0632  MODELED GRAV-     979,864.0   (mgal)                       NAVD 88
 GZ0632
 GZ0632  HORZ ORDER  -  A
 GZ0632  VERT ORDER  -  SECOND    CLASS 0
 GZ0632  ELLP ORDER  -  THIRD     CLASS I
 GZ0632
 GZ0632.The horizontal coordinates were established by GPS observations
 GZ0632.and adjusted by the National Geodetic Survey in November 2004..
 GZ0632
 GZ0632.The orthometric height was determined by differential leveling
 GZ0632.and adjusted by the National Geodetic Survey in June 1991..
 GZ0632
 GZ0632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ0632
 GZ0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0632
 GZ0632.The ellipsoidal height was determined by GPS observations
 GZ0632.and is referenced to NAD 83.
 GZ0632
 GZ0632.The geoid height was determined by GEOID03.
 GZ0632
 GZ0632.The dynamic height is computed by dividing the NAVD 88
 GZ0632.geopotential number by the normal gravity value computed on the
 GZ0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0632.degrees latitude (g = 980.6199 gals.).
 GZ0632
 GZ0632.The modeled gravity was interpolated from observed gravity values.
 GZ0632
 GZ0632;                    North         East     Units Scale Factor Converg.
 GZ0632;SPC KY1Z     - 1,111,210.242 1,628,069.005   MT  0.99995070   +0 53 14.1
 GZ0632;SPC KY1Z     - 3,645,695.60  5,341,423.06   sFT  0.99995070   +0 53 14.1
 GZ0632;SPC KY S     -   611,188.614   628,068.451   MT  0.99994541   +0 52 35.1
 GZ0632;SPC KY S     - 2,005,207.98  2,060,587.91   sFT  0.99994541   +0 52 35.1
 GZ0632;UTM  16      - 4,134,493.381   738,795.540   MT  1.00030248   +1 38 05.9
 GZ0632
 GZ0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0632!SPC KY1Z     -   0.99993627  x   0.99995070  =   0.99988698
 GZ0632!SPC KY S     -   0.99993627  x   0.99994541  =   0.99988169
 GZ0632!UTM  16      -   0.99993627  x   1.00030248  =   1.00023873
 GZ0632
 GZ0632                          SUPERSEDED SURVEY CONTROL
 GZ0632
 GZ0632  NAD 83(1993)-  37 19 35.18807(N)    084 18 17.57421(W) AD(       ) B
 GZ0632  ELLIP H (09/07/94)  406.13   (m)                       GP(       ) 4 1
 GZ0632  NAVD 88 (11/03/04)  436.59   (m)         1432.4    (f) LEVELING    3  
 GZ0632  NGVD 29 (??/??/92)  436.747  (m)         1432.89   (f) ADJ UNCH    2 0
 GZ0632
 GZ0632.Superseded values are not recommended for survey control.
 GZ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0632.See file dsdata.txt to determine how the superseded data were derived.
 GZ0632
 GZ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3879634493(NAD 83)
 GZ0632_MARKER: DR = REFERENCE MARK DISK
 GZ0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0632_SP_SET: CONCRETE POST
 GZ0632_STAMPING: I 75 T 52 NO 2 1963
 GZ0632_MARK LOGO: PAS   
 GZ0632_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0632+STABILITY: SURFACE MOTION
 GZ0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ0632+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2002
 GZ0632
 GZ0632  HISTORY     - Date     Condition        Report By
 GZ0632  HISTORY     - 1963     MONUMENTED       PAS
 GZ0632  HISTORY     - 19930826 GOOD             NGS
 GZ0632  HISTORY     - 20010912 GOOD             KYDT
 GZ0632  HISTORY     - 20021126 GOOD             WOOLPT
 GZ0632
 GZ0632                          STATION DESCRIPTION
 GZ0632
 GZ0632'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0632'3 MI SE FROM MOUNT VERNON.
 GZ0632'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0632'ROCKCASTLE COUNTY COURT HOUSE AT MOUNT VERNON, THENCE ABOUT
 GZ0632'1.75 MILES SOUTH ALONG A BLACK TOP AND A GRAVEL ROAD, ABOUT
 GZ0632'0.3 MILE NORTH OF OLD CHESTNUT RIDGE SCHOOL, 85 1/2 FEET
 GZ0632'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A ONE STORY FRAME
 GZ0632'HOUSE, 97 FEET EAST OF A POWER POLE WITH TRANSFORMER, 39 FEET
 GZ0632'SOUTHEAST OF THE CENTER OF GRAVEL ROAD AND ABOUT LEVEL WITH
 GZ0632'ROAD.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET
 GZ0632'IN TOP OF CONCRETE PROJECTING 1 INCH AND STAMPED I-75 T-52
 GZ0632'NO. 2 1963.
 GZ0632
 GZ0632                          STATION RECOVERY (1993)
 GZ0632
 GZ0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GZ0632'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHEAST OF MT VERNON
 GZ0632'AND 0.75 MI (1.21 KM) WEST OF INTERSTATE HIGHWAY 75.
 GZ0632'OWNERSHIP--DARRELL SMITH, ROUTE 5, BOX 225-B, MT VERNON, KY 40456.
 GZ0632'PHONE (606) 256-9417.
 GZ0632'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 25 AND
 GZ0632'INTERSTATE HIGHWAY 75 (EXIT 59) SOUTHEAST OF MT VERNON, GO WEST ON
 GZ0632'HIGHWAY 25 FOR 0.5 MI (0.8 KM) TO STATE ROUTE 3274 ON THE LEFT, TURN
 GZ0632'LEFT AND GO SOUTH ON ROUTE 3274 FOR 1.6 MI (2.6 KM) TO THE TOP OF A
 GZ0632'HILL AND STATION ON THE LEFT.
 GZ0632'THE STATION PROJECTS 0.1 M (0.3 FT) ABOVE GROUND LEVEL.  LOCATED 74.5
 GZ0632'FT (22.7 M) SOUTHWEST FROM A TRIPLE FORKED TREE, 61.4 FT (18.7 M)
 GZ0632'NORTHWEST FROM THE SOUTHWEST CORNER OF A TRAILER HOUSE, 39.6 FT
 GZ0632'(12.1 M) SOUTHEAST FROM THE CENTERLINE OF ROUTE 3274, 14.6 FT
 GZ0632'(4.5 M) EAST-NORTHEAST FROM UTILITY POLE 530S WITH GUY WIRE AND
 GZ0632'LIGHT.
 GZ0632
 GZ0632                          STATION RECOVERY (2001)
 GZ0632
 GZ0632'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RL)
 GZ0632'MARK IS ON LAND OWNED BY DOUGLAS LOVELL, RT 5, BOX 226, MT. VERNON,
 GZ0632'KY. 40456,
 GZ0632
 GZ0632                          STATION RECOVERY (2002)
 GZ0632
 GZ0632'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GZ0632'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2962 ***********************************************************************
 GZ2962  DESIGNATION -  I75 T 53
 GZ2962  PID         -  GZ2962
 GZ2962  STATE/COUNTY-  KY/ROCKCASTLE
 GZ2962  USGS QUAD   -  MOUNT VERNON (1993)
 GZ2962
 GZ2962                         *CURRENT SURVEY CONTROL
 GZ2962  ___________________________________________________________________
 GZ2962* NAD 83(1993)-  37 20 46.46195(N)    084 18 16.39322(W)     ADJUSTED  
 GZ2962* NAVD 88     -       443.8    (meters)    1456.     (feet)  VERTCON   
 GZ2962  ___________________________________________________________________
 GZ2962  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 GZ2962  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GZ2962
 GZ2962  HORZ ORDER  -  SECOND
 GZ2962
 GZ2962.The horizontal coordinates were established by classical geodetic methods
 GZ2962.and adjusted by the National Geodetic Survey in December 1995..
 GZ2962
 GZ2962.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2962
 GZ2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2962
 GZ2962.The geoid height was determined by GEOID03.
 GZ2962
 GZ2962;                    North         East     Units Scale Factor Converg.
 GZ2962;SPC KY1Z     - 1,113,407.692 1,628,064.009   MT  0.99994747   +0 53 14.8
 GZ2962;SPC KY1Z     - 3,652,905.07  5,341,406.67   sFT  0.99994747   +0 53 14.8
 GZ2962;SPC KY S     -   613,386.057   628,063.871   MT  0.99994542   +0 52 35.8
 GZ2962;SPC KY S     - 2,012,417.42  2,060,572.88   sFT  0.99994542   +0 52 35.8
 GZ2962;UTM  16      - 4,136,691.355   738,761.842   MT  1.00030228   +1 38 09.3
 GZ2962
 GZ2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2962!SPC KY1Z     -   0.99993514  x   0.99994747  =   0.99988262
 GZ2962!SPC KY S     -   0.99993514  x   0.99994542  =   0.99988057
 GZ2962!UTM  16      -   0.99993514  x   1.00030228  =   1.00023740
 GZ2962
 GZ2962|---------------------------------------------------------------------|
 GZ2962| PID    Reference Object                     Distance      Geod. Az  |
 GZ2962|                                                           dddmmss.s |
 GZ2962| DC2368 I75 T 53 RM 2                        14.620 METERS 26052     |
 GZ2962| GZ0211 I75 T 53 AZ MK                                     3312544.8 |
 GZ2962| DC2367 I75 T 53 RM 1                        10.963 METERS 35055     |
 GZ2962|---------------------------------------------------------------------|
 GZ2962
 GZ2962                          SUPERSEDED SURVEY CONTROL
 GZ2962
 GZ2962  NAD 83(1986)-  37 20 46.46845(N)    084 18 16.39683(W) AD(       ) 2
 GZ2962  NAD 27      -  37 20 46.16310(N)    084 18 16.63230(W) AD(       ) 2
 GZ2962  NGVD 29 (07/19/86)  444.0    (m)         1457.     (f) VERT ANG       
 GZ2962
 GZ2962.Superseded values are not recommended for survey control.
 GZ2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2962.See file dsdata.txt to determine how the superseded data were derived.
 GZ2962
 GZ2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3876236691(NAD 83)
 GZ2962_MARKER: DD = SURVEY DISK
 GZ2962_SETTING: 0 = UNSPECIFIED SETTING
 GZ2962
 GZ2962  HISTORY     - Date     Condition        Report By
 GZ2962  HISTORY     - 1963     MONUMENTED       KYHD
 GZ2962
 GZ2962                          STATION DESCRIPTION
 GZ2962
 GZ2962'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GZ2962'STATION IS LOCATED ABOUT 2 MILES EAST OF MOUNT VERNON AND ABOUT 0.3
 GZ2962'MILE NORTHEAST OF THE LOUISVILLE AND NASHVILLE RAILROAD TUNNEL
 GZ2962'AT BURR.  IT IS ON THE HIGHEST POINT OF A HILL COVERED WITH SCATTERED
 GZ2962'BRUSH ON THE NORTH SIDE AND WOODS ON THE SOUTH SIDE.  IT IS ON LAND
 GZ2962'OWNED BY MR. BURGESS ROBBINS.
 GZ2962'
 GZ2962'TO REACH THE STATION FROM THE ROCKCASTLE COUNTY COURT HOUSE IN MOUNT
 GZ2962'VERNON, GO EAST ON U.S. HIGHWAY NO. 25 FOR 2.0 MILES TO THE
 GZ2962'JUNCTION OF STATE HIGHWAY NO. 1004 NORTHEAST AND A FARM ROAD NORTH
 GZ2962'(*), TURN LEFT AND GO NORTHEAST ON STATE HIGHWAY NO. 1004 FOR 0.55
 GZ2962'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON DIRT ROAD FOR
 GZ2962'0.05 MILE AND END OF TRUCK TRAVEL.  FROM THIS POINT, WALK SOUTHWEST
 GZ2962'FOR APPROXIMATELY 0.15 MILE TO HIGHEST POINT AND STATION.
 GZ2962'
 GZ2962'(*) TO REACH AZIMUTH MARK FROM THIS POINT, GO NORTH ON FARM ROAD FOR
 GZ2962'1.0 MILE TO A FORK, TAKE LEFT FORK AND GO WEST FOR 0.05 MILE TO
 GZ2962'RAILROAD CROSSING AND MARK.
 GZ2962'
 GZ2962'STATION MARK IS LOCATED 1.7 FEET NORTHEAST OF METAL WITNESS POST AND
 GZ2962'SIGN AND 1.3 FEET NORTH OF OLD WIRE FENCE.  THE MARK IS SET IN
 GZ2962'THE TOP OF A 6-INCH IRON PIPE FILLED WITH CONCRETE AND PROJECTING 6
 GZ2962'INCHES.  THE DISK IS STAMPED I-75 T-53 1963.
 GZ2962'
 GZ2962'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE AND ABOUT 6 FEET LOWER
 GZ2962'THAN STATION.  THE MARK IS SET IN THE TOP OF A 6-INCH IRON PIPE
 GZ2962'FILLED WITH CONCRETE AND PROJECTING 4 INCHES.  THE DISK IS STAMPED
 GZ2962'I-75 T-53 NO. 1 1963.
 GZ2962'
 GZ2962'REFERENCE MARK NO. 2 IS 1.3 FEET NORTH OF OLD WIRE FENCE AND ABOUT 4
 GZ2962'FEET LOWER THAN STATION.  THE MARK IS SET IN THE TOP OF A 6-INCH
 GZ2962'IRON PIPE FILLED WITH CONCRETE AND PROJECTING 4 INCHES.  THE DISK IS
 GZ2962'STAMPED I-75 T-53 NO. 2 1963.
 GZ2962'
 GZ2962'AZIMUTH MARK IS ABOUT 0.15 MILE SOUTHEAST OF MILEPOST L 131, 49 FEET
 GZ2962'SOUTHWEST AND ACROSS TRACK FROM A COMMUNICATION POLE, 30 FEET
 GZ2962'NORTHWEST OF PRIVATE ROAD CROSSING, 19.8 FEET WEST OF THE WEST RAIL,
 GZ2962'14 FEET NORTHWEST OF THE NORTHWEST END OF AN 18-INCH PIPE CULVERT
 GZ2962'UNDER ROAD, 9 FEET EAST OF FENCE CORNER AND 1.7 FEET EAST OF METAL
 GZ2962'WITNESS POST AND SIGN. THE MARK IS SET IN THE TOP OF A 6-INCH IRON
 GZ2962'PIPE FILLED WITH CONCRETE AND PROJECTING 3 INCHES.  THE DISK IS
 GZ2962'STAMPED I-75 T-53 1963.
 GZ2962'
 GZ2962'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2962'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 GZ2962'
 GZ2962'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0211 ***********************************************************************
 GZ0211  DESIGNATION -  I75 T 53 AZ MK
 GZ0211  PID         -  GZ0211
 GZ0211  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0211  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0211
 GZ0211                         *CURRENT SURVEY CONTROL
 GZ0211  ___________________________________________________________________
 GZ0211* NAD 83(1986)-  37 21 18.     (N)    084 18 38.     (W)     SCALED    
 GZ0211* NAVD 88     -       351.393  (meters)    1152.86   (feet)  ADJUSTED  
 GZ0211  ___________________________________________________________________
 GZ0211  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GZ0211  DYNAMIC HT  -         351.125 (meters)    1151.98  (feet)  COMP
 GZ0211  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 GZ0211
 GZ0211  VERT ORDER  -  SECOND    CLASS 0
 GZ0211
 GZ0211.The horizontal coordinates were scaled from a topographic map and have
 GZ0211.an estimated accuracy of +/- 6 seconds.
 GZ0211
 GZ0211.The orthometric height was determined by differential leveling
 GZ0211.and adjusted by the National Geodetic Survey in June 1991..
 GZ0211
 GZ0211.The geoid height was determined by GEOID03.
 GZ0211
 GZ0211.The dynamic height is computed by dividing the NAVD 88
 GZ0211.geopotential number by the normal gravity value computed on the
 GZ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0211.degrees latitude (g = 980.6199 gals.).
 GZ0211
 GZ0211.The modeled gravity was interpolated from observed gravity values.
 GZ0211
 GZ0211;                    North         East    Units  Estimated Accuracy
 GZ0211;SPC KY1Z     - 1,114,370.    1,627,520.      MT  (+/- 180 meters Scaled)
 GZ0211
 GZ0211                          SUPERSEDED SURVEY CONTROL
 GZ0211
 GZ0211  NGVD 29 (??/??/92)  351.549  (m)         1153.37   (f) ADJ UNCH    2 0
 GZ0211
 GZ0211.Superseded values are not recommended for survey control.
 GZ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0211.See file dsdata.txt to determine how the superseded data were derived.
 GZ0211
 GZ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG382376(NAD 83)
 GZ0211_MARKER: DD = SURVEY DISK
 GZ0211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GZ0211_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GZ0211_STAMPING: I-75 T-53 1963
 GZ0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0211
 GZ0211  HISTORY     - Date     Condition        Report By
 GZ0211  HISTORY     - 1963     MONUMENTED       CGS
 GZ0211
 GZ0211                          STATION DESCRIPTION
 GZ0211
 GZ0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GZ0211'2.2 MI E FROM MOUNT VERNON.
 GZ0211'ABOUT 2.2 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0211'FROM THE STATION AT MOUNT VERNON, ABOUT 0.15 MILE SOUTHEAST
 GZ0211'OF MILEPOST 131, AT A PRIVATE ROAD CROSSING, 49 FEET SOUTHWEST
 GZ0211'AND ACROSS TRACK FROM A COMMUNICATION POLE, 30 FEET NORTHWEST
 GZ0211'OF CROSSING, 19.8 FEET WEST OF THE WEST RAIL, 14 FEET NORTHWEST
 GZ0211'OF THE NORTHWEST END OF AN 18-INCH PIPE CULVERT UNDER ROAD,
 GZ0211'9 FEET EAST OF FENCE CORNER, 1.7 FEET EAST OF METAL WITNESS
 GZ0211'POST AND SIGN AND ABOUT 3 FEET HIGHER THAN TRACK.  A KENTUCKY
 GZ0211'DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF A
 GZ0211'6-INCH CAST IRON PIPE FILLED WITH CONCRETE AND PROJECTING 3
 GZ0211'INCHES.  THE DISK IS STAMPED I-75 T-53 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0623 ***********************************************************************
 GZ0623  DESIGNATION -  I75 T 54
 GZ0623  PID         -  GZ0623
 GZ0623  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0623  USGS QUAD   -  WILDIE (1970)
 GZ0623
 GZ0623                         *CURRENT SURVEY CONTROL
 GZ0623  ___________________________________________________________________
 GZ0623* NAD 83(1993)-  37 23 55.05515(N)    084 20 22.34912(W)     ADJUSTED  
 GZ0623* NAVD 88     -       385.631  (meters)    1265.19   (feet)  ADJUSTED  
 GZ0623  ___________________________________________________________________
 GZ0623  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 GZ0623  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GZ0623  DYNAMIC HT  -         385.342 (meters)    1264.24  (feet)  COMP
 GZ0623  MODELED GRAV-     979,868.6   (mgal)                       NAVD 88
 GZ0623
 GZ0623  HORZ ORDER  -  SECOND
 GZ0623  VERT ORDER  -  SECOND    CLASS 0
 GZ0623
 GZ0623.The horizontal coordinates were established by classical geodetic methods
 GZ0623.and adjusted by the National Geodetic Survey in December 1995..
 GZ0623
 GZ0623.The orthometric height was determined by differential leveling
 GZ0623.and adjusted by the National Geodetic Survey in June 1991..
 GZ0623
 GZ0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0623
 GZ0623.The geoid height was determined by GEOID03.
 GZ0623
 GZ0623.The dynamic height is computed by dividing the NAVD 88
 GZ0623.geopotential number by the normal gravity value computed on the
 GZ0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0623.degrees latitude (g = 980.6199 gals.).
 GZ0623
 GZ0623.The modeled gravity was interpolated from observed gravity values.
 GZ0623
 GZ0623;                    North         East     Units Scale Factor Converg.
 GZ0623;SPC KY1Z     - 1,119,173.419 1,624,876.528   MT  0.99993949   +0 51 57.5
 GZ0623;SPC KY1Z     - 3,671,821.46  5,330,949.08   sFT  0.99993949   +0 51 57.5
 GZ0623;SPC KY S     -   619,152.392   624,877.461   MT  0.99994603   +0 51 19.4
 GZ0623;SPC KY S     - 2,031,335.81  2,050,118.80   sFT  0.99994603   +0 51 19.4
 GZ0623;UTM  16      - 4,142,416.890   735,498.069   MT  1.00028320   +1 36 59.7
 GZ0623
 GZ0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0623!SPC KY1Z     -   0.99994432  x   0.99993949  =   0.99988381
 GZ0623!SPC KY S     -   0.99994432  x   0.99994603  =   0.99989035
 GZ0623!UTM  16      -   0.99994432  x   1.00028320  =   1.00022750
 GZ0623
 GZ0623:                Primary Azimuth Mark                     Grid Az
 GZ0623:SPC KY1Z     -  I75 T 54 AZ MK                           050 23 46.1
 GZ0623:SPC KY S     -  I75 T 54 AZ MK                           050 24 24.2
 GZ0623:UTM  16      -  I75 T 54 AZ MK                           049 38 43.9
 GZ0623
 GZ0623|---------------------------------------------------------------------|
 GZ0623| PID    Reference Object                     Distance      Geod. Az  |
 GZ0623|                                                           dddmmss.s |
 GZ0623| GZ0621 I75 T 54 AZ MK                                     0511543.6 |
 GZ0623| GZ0622 I75 T 54 RM 1                        31.943 METERS 05145     |
 GZ0623| GZ0624 I75 T 54 RM 2                        24.223 METERS 15342     |
 GZ0623|---------------------------------------------------------------------|
 GZ0623
 GZ0623                          SUPERSEDED SURVEY CONTROL
 GZ0623
 GZ0623  NAD 83(1986)-  37 23 55.06212(N)    084 20 22.35446(W) AD(       ) 2
 GZ0623  NAD 27      -  37 23 54.76000(N)    084 20 22.58250(W) AD(       ) 2
 GZ0623  NGVD 29 (??/??/92)  385.784  (m)         1265.69   (f) ADJ UNCH    2 0
 GZ0623
 GZ0623.Superseded values are not recommended for survey control.
 GZ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0623.See file dsdata.txt to determine how the superseded data were derived.
 GZ0623
 GZ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3549842417(NAD 83)
 GZ0623_MARKER: DD = SURVEY DISK
 GZ0623_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0623_SP_SET: ROCK OUTCROP
 GZ0623_STAMPING: I 75 T 54 1963
 GZ0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0623+STABILITY: POSITION/ELEVATION WELL
 GZ0623
 GZ0623  HISTORY     - Date     Condition        Report By
 GZ0623  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0623  HISTORY     - 1963     GOOD             PAS
 GZ0623
 GZ0623                          STATION DESCRIPTION
 GZ0623
 GZ0623'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GZ0623'STATION IS LOCATED ABOUT 3 MILES NORTH OF MOUNT VERNON AND ABOUT 1
 GZ0623'MILE NORTHWEST OF RENFRO VALLEY.  IT IS ON THE TOP OF A HILL IN AN
 GZ0623'OPEN PASTURE ON LAND OWNED BY MR. ROBERT COFFEY.
 GZ0623'
 GZ0623'TO REACH THE STATION FROM THE RAILROAD STATION IN MOUNT VERNON, GO
 GZ0623'NORTH ON U.S. HIGHWAY NO. 25 FOR 3.45 MILES TO A GRAVEL DRIVEWAY
 GZ0623'LEFT AND AZIMUTH MARK ON THE RIGHT, TURN LEFT AND GO W ON GRAVEL
 GZ0623'DRIVE FOR 0.15 MILE TO MR. COFFEYS RESIDENCE AND END OF TRUCK
 GZ0623'TRAVEL.  FROM THIS POINT WALK SOUTHWEST ACROSS PASTURE FOR
 GZ0623'APPROXIMATELY 1300 FEET TO TOP OF HILL AND STATION.
 GZ0623'
 GZ0623'STATION MARK IS LOCATED 59 FEET NORTH OF A 10-INCH WALNUT TREE, 33.5
 GZ0623'FEET SOUTHEAST OF A 10-INCH SASSAFRAS TREE IN FENCE LINE AND
 GZ0623'17.4 FT E OF METAL WITNESS POST AND SIGN.  THE MARK IS SET IN DRILL
 GZ0623'HOLE IN TOP OF A 6 X 6 FOOT LIMESTONE OUTCROP THAT IS ABOUT 0.1 FOOT
 GZ0623'HIGHER THAN GROUND.  THE DISK IS STAMPED I-75 T-54 1963.
 GZ0623'
 GZ0623'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, ABOUT 110 FEET EAST OF
 GZ0623'WIRE FENCE.  THE MARK IS SET IN DRILL HOLE IN THE TOP OF THE WEST
 GZ0623'END OF A 2 X 4 FOOT LIMESTONE OUTCROP.  THE DISK IS STAMPED I-75 T-54
 GZ0623'NO. 1 1963.
 GZ0623'
 GZ0623'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION AND 31 FEET EAST OF WIRE
 GZ0623'FENCE.  THE MARK IS SET IN DRILL HOLE IN THE TOP OF THE WEST END OF
 GZ0623'A 3 X 8 FOOT LIMESTONE OUTCROP.  THE DISK IS STAMPED I-75 T-54 NO. 2
 GZ0623'1963.
 GZ0623'
 GZ0623'AZIMUTH MARK IS ABOUT 164 FEET NORTH OF THE INTERSECTION OF HIGHWAY
 GZ0623'NO. 25 AND DRIVE WEST TO MR. COFFEYS RESIDENCE, 46 FEET EAST OF THE
 GZ0623'CENTER OF HIGHWAY, 2 FEET SOUTH OF METAL WITNESS POST AND SIGN AND
 GZ0623'1.5 FEET WEST OF WIRE FENCE.  THE MARK IS SET IN TOP OF CONCRETE
 GZ0623'FLUSH WITH GROUND AND THE DISK IS STAMPED I-75 T-54 1963.
 GZ0623'
 GZ0623'STATION, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 GZ0623'HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 GZ0623'
 GZ0623'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 GZ0623
 GZ0623                          STATION RECOVERY (1963)
 GZ0623
 GZ0623'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0623'3.2 MI N FROM MOUNT VERNON.
 GZ0623'ABOUT 3.45 MILES NORTH ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0623'RAILROAD STATION IN MOUNT VERNON, THENCE ABOUT 0.15 MILE WEST
 GZ0623'ALONG PRIVATE DRIVE TO MR. ROBERT COFFEYS RESIDENCE, THENCE WALK
 GZ0623'SOUTHWEST ACROSS PASTURE FOR APPROXIMATELY 1300 FEET TO TOP OF
 GZ0623'HILL AND MARK.  IT IS 59 FEET NORTH OF A 10-INCH WALNUT TREE,
 GZ0623'33.5 FEET SOUTHEAST OF A 10-INCH SASSAFRAS TREE IN FENCE LINE,
 GZ0623'17.4 FEET EAST OF METAL WITNESS POST AND SIGN AND 15 FEET
 GZ0623'NORTHEAST OF WIRE FENCE.  THE MARK IS SET IN DRILL HOLE IN TOP
 GZ0623'OF A 6 X 6 FT LIMESTONE OUTCROP.  THE DISK IS STAMPED I-75
 GZ0623'T-54 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0621 ***********************************************************************
 GZ0621  DESIGNATION -  I75 T 54 AZ MK
 GZ0621  PID         -  GZ0621
 GZ0621  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0621  USGS QUAD   -  WILDIE (1970)
 GZ0621
 GZ0621                         *CURRENT SURVEY CONTROL
 GZ0621  ___________________________________________________________________
 GZ0621* NAD 83(1986)-  37 24 05.     (N)    084 20 04.     (W)     SCALED    
 GZ0621* NAVD 88     -       328.604  (meters)    1078.10   (feet)  ADJUSTED  
 GZ0621  ___________________________________________________________________
 GZ0621  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GZ0621  DYNAMIC HT  -         328.357 (meters)    1077.28  (feet)  COMP
 GZ0621  MODELED GRAV-     979,868.8   (mgal)                       NAVD 88
 GZ0621
 GZ0621  VERT ORDER  -  SECOND    CLASS 0
 GZ0621
 GZ0621.The horizontal coordinates were scaled from a topographic map and have
 GZ0621.an estimated accuracy of +/- 6 seconds.
 GZ0621
 GZ0621.The orthometric height was determined by differential leveling
 GZ0621.and adjusted by the National Geodetic Survey in June 1991..
 GZ0621
 GZ0621.The geoid height was determined by GEOID03.
 GZ0621
 GZ0621.The dynamic height is computed by dividing the NAVD 88
 GZ0621.geopotential number by the normal gravity value computed on the
 GZ0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0621.degrees latitude (g = 980.6199 gals.).
 GZ0621
 GZ0621.The modeled gravity was interpolated from observed gravity values.
 GZ0621
 GZ0621;                    North         East    Units  Estimated Accuracy
 GZ0621;SPC KY1Z     - 1,119,490.    1,625,320.      MT  (+/- 180 meters Scaled)
 GZ0621
 GZ0621                          SUPERSEDED SURVEY CONTROL
 GZ0621
 GZ0621  NGVD 29 (??/??/92)  328.755  (m)         1078.59   (f) ADJ UNCH    2 0
 GZ0621
 GZ0621.Superseded values are not recommended for survey control.
 GZ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0621.See file dsdata.txt to determine how the superseded data were derived.
 GZ0621
 GZ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG359427(NAD 83)
 GZ0621_MARKER: DD = SURVEY DISK
 GZ0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0621_STAMPING: I 75 T 54 1963
 GZ0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0621+STABILITY: SURFACE MOTION
 GZ0621
 GZ0621  HISTORY     - Date     Condition        Report By
 GZ0621  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0621
 GZ0621                          STATION DESCRIPTION
 GZ0621
 GZ0621'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 GZ0621'3.4 MI N FROM MOUNT VERNON.
 GZ0621'ABOUT 3.45 MILES NORTH ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0621'RAILROAD STATION IN MOUNT VERNON, ABOUT 1.1 MILES NORTH OF
 GZ0621'RENFRO VALLEY, ABOUT 164 FEET NORTH OF THE INTERSECTION OF
 GZ0621'HIGHWAY AND DRIVE WEST, 46 FEET EAST OF THE CENTER OF HIGHWAY,
 GZ0621'2 FEET SOUTH OF METAL WITNESS POST AND SIGN AND 1.5 FEET WEST
 GZ0621'OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK
 GZ0621'DISK SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED
 GZ0621'I-75 T-54 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0622 ***********************************************************************
 GZ0622  DESIGNATION -  I75 T 54 RM 1
 GZ0622  PID         -  GZ0622
 GZ0622  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0622  USGS QUAD   -  WILDIE (1970)
 GZ0622
 GZ0622                         *CURRENT SURVEY CONTROL
 GZ0622  ___________________________________________________________________
 GZ0622* NAD 83(1986)-  37 23 55.     (N)    084 20 23.     (W)     SCALED    
 GZ0622* NAVD 88     -       383.196  (meters)    1257.20   (feet)  ADJUSTED  
 GZ0622  ___________________________________________________________________
 GZ0622  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GZ0622  DYNAMIC HT  -         382.909 (meters)    1256.26  (feet)  COMP
 GZ0622  MODELED GRAV-     979,868.6   (mgal)                       NAVD 88
 GZ0622
 GZ0622  VERT ORDER  -  SECOND    CLASS 0
 GZ0622
 GZ0622.The horizontal coordinates were scaled from a topographic map and have
 GZ0622.an estimated accuracy of +/- 6 seconds.
 GZ0622
 GZ0622.The orthometric height was determined by differential leveling
 GZ0622.and adjusted by the National Geodetic Survey in June 1991..
 GZ0622
 GZ0622.The geoid height was determined by GEOID03.
 GZ0622
 GZ0622.The dynamic height is computed by dividing the NAVD 88
 GZ0622.geopotential number by the normal gravity value computed on the
 GZ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0622.degrees latitude (g = 980.6199 gals.).
 GZ0622
 GZ0622.The modeled gravity was interpolated from observed gravity values.
 GZ0622
 GZ0622;                    North         East    Units  Estimated Accuracy
 GZ0622;SPC KY1Z     - 1,119,170.    1,624,860.      MT  (+/- 180 meters Scaled)
 GZ0622
 GZ0622                          SUPERSEDED SURVEY CONTROL
 GZ0622
 GZ0622  NGVD 29 (??/??/92)  383.350  (m)         1257.71   (f) ADJ UNCH    2 0
 GZ0622
 GZ0622.Superseded values are not recommended for survey control.
 GZ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0622.See file dsdata.txt to determine how the superseded data were derived.
 GZ0622
 GZ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG354424(NAD 83)
 GZ0622_MARKER: DD = SURVEY DISK
 GZ0622_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0622_SP_SET: ROCK OUTCROP
 GZ0622_STAMPING: I 75 T 54 NO 1 1963
 GZ0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0622+STABILITY: POSITION/ELEVATION WELL
 GZ0622
 GZ0622  HISTORY     - Date     Condition        Report By
 GZ0622  HISTORY     - 1963     MONUMENTED       PAS
 GZ0622
 GZ0622                          STATION DESCRIPTION
 GZ0622
 GZ0622'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0622'3.2 MI N FROM MOUNT VERNON.
 GZ0622'ABOUT 3.45 MILES NORTH ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0622'RAILROAD STATION IN MOUNT VERNON, THENCE ABOUT 0.15 MILE WEST ON
 GZ0622'PRIVATE DRIVE TO MR. ROBERT COFFEYS RESIDENCE, THENCE WALK
 GZ0622'SOUTHWEST ACROSS PASTURE FOR APPROXIMATELY 1300 FEET TO TOP OF
 GZ0622'HILL AND MARK.  IT IS ABOUT 110 FEET EAST OF A WIRE FENCE.
 GZ0622'THE MARK IS SET IN DRILL HOLE IN THE TOP OF THE WEST END OF A
 GZ0622'2 X 4 FT LIMESTONE OUTCROP.  THE DISK IS STAMPED I-75 T-54
 GZ0622'NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0624 ***********************************************************************
 GZ0624  DESIGNATION -  I75 T 54 RM 2
 GZ0624  PID         -  GZ0624
 GZ0624  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0624  USGS QUAD   -  WILDIE (1970)
 GZ0624
 GZ0624                         *CURRENT SURVEY CONTROL
 GZ0624  ___________________________________________________________________
 GZ0624* NAD 83(1986)-  37 23 55.     (N)    084 20 23.     (W)     SCALED    
 GZ0624* NAVD 88     -       385.159  (meters)    1263.64   (feet)  ADJUSTED  
 GZ0624  ___________________________________________________________________
 GZ0624  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GZ0624  DYNAMIC HT  -         384.870 (meters)    1262.69  (feet)  COMP
 GZ0624  MODELED GRAV-     979,868.6   (mgal)                       NAVD 88
 GZ0624
 GZ0624  VERT ORDER  -  SECOND    CLASS 0
 GZ0624
 GZ0624.The horizontal coordinates were scaled from a topographic map and have
 GZ0624.an estimated accuracy of +/- 6 seconds.
 GZ0624
 GZ0624.The orthometric height was determined by differential leveling
 GZ0624.and adjusted by the National Geodetic Survey in June 1991..
 GZ0624
 GZ0624.The geoid height was determined by GEOID03.
 GZ0624
 GZ0624.The dynamic height is computed by dividing the NAVD 88
 GZ0624.geopotential number by the normal gravity value computed on the
 GZ0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0624.degrees latitude (g = 980.6199 gals.).
 GZ0624
 GZ0624.The modeled gravity was interpolated from observed gravity values.
 GZ0624
 GZ0624;                    North         East    Units  Estimated Accuracy
 GZ0624;SPC KY1Z     - 1,119,170.    1,624,860.      MT  (+/- 180 meters Scaled)
 GZ0624
 GZ0624                          SUPERSEDED SURVEY CONTROL
 GZ0624
 GZ0624  NGVD 29 (??/??/92)  385.312  (m)         1264.14   (f) ADJ UNCH    2 0
 GZ0624
 GZ0624.Superseded values are not recommended for survey control.
 GZ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0624.See file dsdata.txt to determine how the superseded data were derived.
 GZ0624
 GZ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG354424(NAD 83)
 GZ0624_MARKER: DD = SURVEY DISK
 GZ0624_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0624_SP_SET: ROCK OUTCROP
 GZ0624_STAMPING: I 75 T 54 NO 2 1963
 GZ0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0624+STABILITY: POSITION/ELEVATION WELL
 GZ0624
 GZ0624  HISTORY     - Date     Condition        Report By
 GZ0624  HISTORY     - 1963     MONUMENTED       PAS
 GZ0624
 GZ0624                          STATION DESCRIPTION
 GZ0624
 GZ0624'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0624'3.2 MI N FROM MOUNT VERNON.
 GZ0624'ABOUT 3.45 MILES NORTH ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0624'RAILROAD STATION IN MOUNT VERNON, THENCE ABOUT 0.15 MILE WEST
 GZ0624'ALONG PRIVATE DRIVE TO MR. ROBERT COFFEYS RESIDENCE, THENCE WALK
 GZ0624'SOUTHWEST ACROSS PASTURE FOR APPROXIMATELY 1300 FEET TO TOP OF
 GZ0624'HILL AND MARK.  IT IS 31 FEET EAST OF A WIRE FENCE.  THE MARK
 GZ0624'IS SET IN DRILL HOLE IN THE TOP OF THE WEST END OF A 3 X 8 FT
 GZ0624'LIMESTONE OUTCROP.  THE DISK IS STAMPED I-75 T-54 NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0615 ***********************************************************************
 GZ0615  DESIGNATION -  I75 T 55
 GZ0615  PID         -  GZ0615
 GZ0615  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0615  USGS QUAD   -  WILDIE (1970)
 GZ0615
 GZ0615                         *CURRENT SURVEY CONTROL
 GZ0615  ___________________________________________________________________
 GZ0615* NAD 83(1993)-  37 25 48.72691(N)    084 20 18.02805(W)     ADJUSTED  
 GZ0615* NAVD 88     -       415.578  (meters)    1363.44   (feet)  ADJUSTED  
 GZ0615  ___________________________________________________________________
 GZ0615  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 GZ0615  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GZ0615  DYNAMIC HT  -         415.263 (meters)    1362.41  (feet)  COMP
 GZ0615  MODELED GRAV-     979,859.6   (mgal)                       NAVD 88
 GZ0615
 GZ0615  HORZ ORDER  -  SECOND
 GZ0615  VERT ORDER  -  SECOND    CLASS 0
 GZ0615
 GZ0615.The horizontal coordinates were established by classical geodetic methods
 GZ0615.and adjusted by the National Geodetic Survey in December 1995..
 GZ0615
 GZ0615.The orthometric height was determined by differential leveling
 GZ0615.and adjusted by the National Geodetic Survey in June 1991..
 GZ0615
 GZ0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0615
 GZ0615.The geoid height was determined by GEOID03.
 GZ0615
 GZ0615.The dynamic height is computed by dividing the NAVD 88
 GZ0615.geopotential number by the normal gravity value computed on the
 GZ0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0615.degrees latitude (g = 980.6199 gals.).
 GZ0615
 GZ0615.The modeled gravity was interpolated from observed gravity values.
 GZ0615
 GZ0615;                    North         East     Units Scale Factor Converg.
 GZ0615;SPC KY1Z     - 1,122,678.824 1,624,929.785   MT  0.99993508   +0 52 00.1
 GZ0615;SPC KY1Z     - 3,683,322.11  5,331,123.80   sFT  0.99993508   +0 52 00.1
 GZ0615;SPC KY S     -   622,657.820   624,931.365   MT  0.99994680   +0 51 22.0
 GZ0615;SPC KY S     - 2,042,836.53  2,050,295.65   sFT  0.99994680   +0 51 22.0
 GZ0615;UTM  16      - 4,145,923.905   735,505.365   MT  1.00028324   +1 37 06.5
 GZ0615
 GZ0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0615!SPC KY1Z     -   0.99993964  x   0.99993508  =   0.99987473
 GZ0615!SPC KY S     -   0.99993964  x   0.99994680  =   0.99988645
 GZ0615!UTM  16      -   0.99993964  x   1.00028324  =   1.00022287
 GZ0615
 GZ0615|---------------------------------------------------------------------|
 GZ0615| PID    Reference Object                     Distance      Geod. Az  |
 GZ0615|                                                           dddmmss.s |
 GZ0615| GZ0613 I75 T 55 RM 1                        16.109 METERS 09225     |
 GZ0615| GZ0616 I75 T 55 AZ MK                                     1212555.0 |
 GZ0615| GZ0614 I75 T 55 RM 2                        15.804 METERS 27403     |
 GZ0615|---------------------------------------------------------------------|
 GZ0615
 GZ0615                          SUPERSEDED SURVEY CONTROL
 GZ0615
 GZ0615  NAD 83(1986)-  37 25 48.73407(N)    084 20 18.03379(W) AD(       ) 2
 GZ0615  NAD 27      -  37 25 48.43270(N)    084 20 18.26070(W) AD(       ) 2
 GZ0615  NGVD 29 (??/??/92)  415.727  (m)         1363.93   (f) ADJ UNCH    2 0
 GZ0615
 GZ0615.Superseded values are not recommended for survey control.
 GZ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0615.See file dsdata.txt to determine how the superseded data were derived.
 GZ0615
 GZ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3550545924(NAD 83)
 GZ0615_MARKER: DD = SURVEY DISK
 GZ0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0615_STAMPING: I 75 T 55 1963
 GZ0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0615+STABILITY: SURFACE MOTION
 GZ0615
 GZ0615  HISTORY     - Date     Condition        Report By
 GZ0615  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0615  HISTORY     - 1963     GOOD             PAS
 GZ0615
 GZ0615                          STATION DESCRIPTION
 GZ0615
 GZ0615'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GZ0615'STATION IS LOCATED ABOUT 9 MILES SOUTH OF BEREA AND ABOUT 5 MILES
 GZ0615'NORTH OF MOUNT VERNON.  IT IS IN AN OPEN PASTURE ON LAND OWNED BY
 GZ0615'MR. ERNEST ROBINSON AND IS APPROXIMATELY 250 FEET EAST OF THE HIGHEST
 GZ0615'POINT OF HILL.
 GZ0615'
 GZ0615'TO REACH THE STATION FROM THE RAILROAD STATION IN MOUNT VERNON, GO
 GZ0615'NORTH ON U.S. HIGHWAY NO. 25 FOR 5.3 MILES TO A GRAVEL ROAD
 GZ0615'LEFT TO BRINDLE RIDGE CHURCH, TURN LEFT AND GO NORTHWEST ON GRAVEL
 GZ0615'ROAD FOR 0.05 MILE TO AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHWEST
 GZ0615'ON GRAVEL ROAD FOR 0.3 MILE TO A FENCE LINE WEST, FROM THIS POINT
 GZ0615'WALK WEST ALONG FENCE LINE FOR APPROXIMATELY 500 FEET TO STATION.
 GZ0615'
 GZ0615'STATION MARK IS LOCATED 84 FEET WEST OF AN 18-INCH WALNUT TREE, 24.5
 GZ0615'FEET EAST OF A 15-INCH HICKORY TREE, 2.2 FEET SOUTHEAST OF
 GZ0615'METAL WITNESS POST AND SIGN AND 2 FEET SOUTH OF WIRE FENCE.  THE MARK
 GZ0615'IS FLUSH AND THE DISK IS STAMPED I-75 T-55 1963.
 GZ0615'
 GZ0615'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  IT IS 31 FEET WEST OF
 GZ0615'AN 18-INCH WALNUT TREE AND 1.5 FEET SOUTH OF WIRE FENCE.  THE MARK
 GZ0615'IS FLUSH AND THE DISK IS STAMPED I-75 T-55 NO. 1 1963.
 GZ0615'
 GZ0615'REFERENCE MARK NO. 2 IS WEST OF THE STATION.  IT IS 28 FEET WEST OF A
 GZ0615'15-INCH HICKORY TREE AND 1.5 FEET SOUTH OF WIRE FENCE.  THE MARK
 GZ0615'IS FLUSH AND THE DISK IS STAMPED I-75 T-55 NO. 2 1963.
 GZ0615'
 GZ0615'AZIMUTH MARK IS APPROXIMATELY NEAR THE TOP OF A 35 FOOT ROCK CUT FOR
 GZ0615'HIGHWAY NO. 25, ABOUT 190 FEET NORTH OF THE CENTER OF GRAVEL ROAD,
 GZ0615'98 FEET SOUTH OF A TELEPHONE POLE, 2.0 FEET NORTHEAST OF METAL
 GZ0615'WITNESS POST AND SIGN AND 1.5 FEET EAST OF WIRE FENCE.  THE MARK IS
 GZ0615'FLUSH AND THE DISK IS STAMPED I-75 T-55 1963.
 GZ0615'
 GZ0615'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 GZ0615'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ0615'
 GZ0615'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GZ0615
 GZ0615                          STATION RECOVERY (1963)
 GZ0615
 GZ0615'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0615'5.5 MI N FROM MOUNT VERNON.
 GZ0615'ABOUT 5.3 MILES NORTH ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0615'RAILROAD STATION IN MOUNT VERNON, THENCE ABOUT 0.35 MILE
 GZ0615'NORTHWEST ALONG GRAVEL ROAD (BRINDLE RIDGE ROAD) TO A FENCE
 GZ0615'LINE WEST NEAR TOP OF GRADE, THENCE WALK WEST ALONG FENCE LINE
 GZ0615'FOR APPROXIMATELY 500 FEET TO MARK.  IT IS 84 FEET WEST OF AN
 GZ0615'18-INCH WALNUT TREE, 24.5 FEET EAST OF A 15-INCH HICKORY TREE,
 GZ0615'2.2 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN AND 2 FEET
 GZ0615'SOUTH OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY
 GZ0615'TABLET SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED
 GZ0615'I-75 T-55 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0616 ***********************************************************************
 GZ0616  DESIGNATION -  I75 T 55 AZ MK
 GZ0616  PID         -  GZ0616
 GZ0616  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0616  USGS QUAD   -  WILDIE (1970)
 GZ0616
 GZ0616                         *CURRENT SURVEY CONTROL
 GZ0616  ___________________________________________________________________
 GZ0616* NAD 83(1986)-  37 25 38.     (N)    084 19 58.     (W)     SCALED    
 GZ0616* NAVD 88     -       376.195  (meters)    1234.23   (feet)  ADJUSTED  
 GZ0616  ___________________________________________________________________
 GZ0616  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GZ0616  DYNAMIC HT  -         375.911 (meters)    1233.30  (feet)  COMP
 GZ0616  MODELED GRAV-     979,861.9   (mgal)                       NAVD 88
 GZ0616
 GZ0616  VERT ORDER  -  SECOND    CLASS 0
 GZ0616
 GZ0616.The horizontal coordinates were scaled from a topographic map and have
 GZ0616.an estimated accuracy of +/- 6 seconds.
 GZ0616
 GZ0616.The orthometric height was determined by differential leveling
 GZ0616.and adjusted by the National Geodetic Survey in June 1991..
 GZ0616
 GZ0616.The geoid height was determined by GEOID03.
 GZ0616
 GZ0616.The dynamic height is computed by dividing the NAVD 88
 GZ0616.geopotential number by the normal gravity value computed on the
 GZ0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0616.degrees latitude (g = 980.6199 gals.).
 GZ0616
 GZ0616.The modeled gravity was interpolated from observed gravity values.
 GZ0616
 GZ0616;                    North         East    Units  Estimated Accuracy
 GZ0616;SPC KY1Z     - 1,122,360.    1,625,430.      MT  (+/- 180 meters Scaled)
 GZ0616
 GZ0616                          SUPERSEDED SURVEY CONTROL
 GZ0616
 GZ0616  NGVD 29 (??/??/92)  376.343  (m)         1234.72   (f) ADJ UNCH    2 0
 GZ0616
 GZ0616.Superseded values are not recommended for survey control.
 GZ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0616.See file dsdata.txt to determine how the superseded data were derived.
 GZ0616
 GZ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG360456(NAD 83)
 GZ0616_MARKER: DD = SURVEY DISK
 GZ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0616_STAMPING: I 75 T 55 1963
 GZ0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0616+STABILITY: SURFACE MOTION
 GZ0616
 GZ0616  HISTORY     - Date     Condition        Report By
 GZ0616  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0616
 GZ0616                          STATION DESCRIPTION
 GZ0616
 GZ0616'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 GZ0616'5.4 MI N FROM MOUNT VERNON.
 GZ0616'ABOUT 5.3 MILES NORTH ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0616'RAILROAD STATION IN MOUNT VERNON, THENCE ABOUT 0.05 MILE
 GZ0616'NORTHWEST ALONG GRAVEL ROAD (BRINDLE RIDGE ROAD), NEAR THE TOP
 GZ0616'OF AN APPROXIMATE 35 FT ROCK CUT FOR HIGHWAY, ABOUT 190 FEET
 GZ0616'NORTH OF THE CENTER OF GRAVEL ROAD, 98 FEET SOUTH OF A TELEPHONE
 GZ0616'POLE, 2.0 FEET NORTHEAST OF METAL WITNESS POST AND SIGN AND 1.5
 GZ0616'FEET EAST OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 GZ0616'AZIMUTH MARK DISK SET IN TOP OF CONCRETE FLUSH WITH GROUND AND
 GZ0616'STAMPED I-75 T-55 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0613 ***********************************************************************
 GZ0613  DESIGNATION -  I75 T 55 RM 1
 GZ0613  PID         -  GZ0613
 GZ0613  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0613  USGS QUAD   -  WILDIE (1970)
 GZ0613
 GZ0613                         *CURRENT SURVEY CONTROL
 GZ0613  ___________________________________________________________________
 GZ0613* NAD 83(1986)-  37 25 48.     (N)    084 20 19.     (W)     SCALED    
 GZ0613* NAVD 88     -       414.666  (meters)    1360.45   (feet)  ADJUSTED  
 GZ0613  ___________________________________________________________________
 GZ0613  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GZ0613  DYNAMIC HT  -         414.352 (meters)    1359.42  (feet)  COMP
 GZ0613  MODELED GRAV-     979,859.6   (mgal)                       NAVD 88
 GZ0613
 GZ0613  VERT ORDER  -  SECOND    CLASS 0
 GZ0613
 GZ0613.The horizontal coordinates were scaled from a topographic map and have
 GZ0613.an estimated accuracy of +/- 6 seconds.
 GZ0613
 GZ0613.The orthometric height was determined by differential leveling
 GZ0613.and adjusted by the National Geodetic Survey in June 1991..
 GZ0613
 GZ0613.The geoid height was determined by GEOID03.
 GZ0613
 GZ0613.The dynamic height is computed by dividing the NAVD 88
 GZ0613.geopotential number by the normal gravity value computed on the
 GZ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0613.degrees latitude (g = 980.6199 gals.).
 GZ0613
 GZ0613.The modeled gravity was interpolated from observed gravity values.
 GZ0613
 GZ0613;                    North         East    Units  Estimated Accuracy
 GZ0613;SPC KY1Z     - 1,122,660.    1,624,910.      MT  (+/- 180 meters Scaled)
 GZ0613
 GZ0613                          SUPERSEDED SURVEY CONTROL
 GZ0613
 GZ0613  NGVD 29 (??/??/92)  414.815  (m)         1360.94   (f) ADJ UNCH    2 0
 GZ0613
 GZ0613.Superseded values are not recommended for survey control.
 GZ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0613.See file dsdata.txt to determine how the superseded data were derived.
 GZ0613
 GZ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG354459(NAD 83)
 GZ0613_MARKER: DD = SURVEY DISK
 GZ0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0613_STAMPING: I 75 T 55 NO 1 1963
 GZ0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0613+STABILITY: SURFACE MOTION
 GZ0613
 GZ0613  HISTORY     - Date     Condition        Report By
 GZ0613  HISTORY     - 1963     MONUMENTED       PAS
 GZ0613
 GZ0613                          STATION DESCRIPTION
 GZ0613
 GZ0613'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0613'5.5 MI N FROM MOUNT VERNON.
 GZ0613'ABOUT 5.3 MILES NORTH ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0613'RAILROAD STATION IN MOUNT VERNON, THENCE ABOUT 0.35 MILE
 GZ0613'NORTHWEST ALONG GRAVEL ROAD (BRINDLE RIDGE ROAD) TO A FENCE
 GZ0613'LINE WEST NEAR TOP OF GRADE, THENCE WALK WEST ALONG FENCE LINE
 GZ0613'FOR APPROXIMATELY 500 FEET TO MARK.  IT IS 31 FEET WEST OF AN
 GZ0613'18-INCH WALNUT TREE AND 1.5 FEET SOUTH OF WIRE FENCE.  A KENTUCKY
 GZ0613'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE
 GZ0613'FLUSH WITH GROUND AND STAMPED I-75 T-55 NO. 1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0614 ***********************************************************************
 GZ0614  DESIGNATION -  I75 T 55 RM 2
 GZ0614  PID         -  GZ0614
 GZ0614  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0614  USGS QUAD   -  WILDIE (1970)
 GZ0614
 GZ0614                         *CURRENT SURVEY CONTROL
 GZ0614  ___________________________________________________________________
 GZ0614* NAD 83(1986)-  37 25 48.     (N)    084 20 19.     (W)     SCALED    
 GZ0614* NAVD 88     -       416.643  (meters)    1366.94   (feet)  ADJUSTED  
 GZ0614  ___________________________________________________________________
 GZ0614  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GZ0614  DYNAMIC HT  -         416.327 (meters)    1365.90  (feet)  COMP
 GZ0614  MODELED GRAV-     979,859.6   (mgal)                       NAVD 88
 GZ0614
 GZ0614  VERT ORDER  -  SECOND    CLASS 0
 GZ0614
 GZ0614.The horizontal coordinates were scaled from a topographic map and have
 GZ0614.an estimated accuracy of +/- 6 seconds.
 GZ0614
 GZ0614.The orthometric height was determined by differential leveling
 GZ0614.and adjusted by the National Geodetic Survey in June 1991..
 GZ0614
 GZ0614.The geoid height was determined by GEOID03.
 GZ0614
 GZ0614.The dynamic height is computed by dividing the NAVD 88
 GZ0614.geopotential number by the normal gravity value computed on the
 GZ0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0614.degrees latitude (g = 980.6199 gals.).
 GZ0614
 GZ0614.The modeled gravity was interpolated from observed gravity values.
 GZ0614
 GZ0614;                    North         East    Units  Estimated Accuracy
 GZ0614;SPC KY1Z     - 1,122,660.    1,624,910.      MT  (+/- 180 meters Scaled)
 GZ0614
 GZ0614                          SUPERSEDED SURVEY CONTROL
 GZ0614
 GZ0614  NGVD 29 (??/??/92)  416.792  (m)         1367.43   (f) ADJ UNCH    2 0
 GZ0614
 GZ0614.Superseded values are not recommended for survey control.
 GZ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0614.See file dsdata.txt to determine how the superseded data were derived.
 GZ0614
 GZ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG354459(NAD 83)
 GZ0614_MARKER: DD = SURVEY DISK
 GZ0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0614_STAMPING: I 75 T 55 NO 2 1963
 GZ0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0614+STABILITY: SURFACE MOTION
 GZ0614
 GZ0614  HISTORY     - Date     Condition        Report By
 GZ0614  HISTORY     - 1963     MONUMENTED       PAS
 GZ0614
 GZ0614                          STATION DESCRIPTION
 GZ0614
 GZ0614'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0614'5.5 MI N FROM MOUNT VERNON.
 GZ0614'ABOUT 5.3 MILES NORTH ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0614'RAILROAD STATION IN MOUNT VERNON, THENCE ABOUT 0.35 MILE
 GZ0614'NORTHWEST ALONG GRAVEL ROAD (BRINDLE RIDGE ROAD) TO A FENCE
 GZ0614'LINE WEST NEAR TOP OF GRADE, THENCE WALK WEST ALONG FENCE LINE
 GZ0614'FOR APPROXIMATELY 500 FEET TO MARK.  IT IS 28 FEET WEST OF A
 GZ0614'15-INCH HICKORY TREE AND 1.5 FEET SOUTH OF WIRE FENCE.  A KENTUCKY
 GZ0614'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF
 GZ0614'CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-55 NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2958 ***********************************************************************
 GZ2958  DESIGNATION -  I75 T 56
 GZ2958  PID         -  GZ2958
 GZ2958  STATE/COUNTY-  KY/ROCKCASTLE
 GZ2958  USGS QUAD   -  WILDIE (1970)
 GZ2958
 GZ2958                         *CURRENT SURVEY CONTROL
 GZ2958  ___________________________________________________________________
 GZ2958* NAD 83(1993)-  37 27 19.73608(N)    084 20 21.78181(W)     ADJUSTED  
 GZ2958* NAVD 88     -       373.1    (meters)    1224.     (feet)  VERTCON   
 GZ2958  ___________________________________________________________________
 GZ2958  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 GZ2958  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GZ2958
 GZ2958  HORZ ORDER  -  SECOND
 GZ2958
 GZ2958.The horizontal coordinates were established by classical geodetic methods
 GZ2958.and adjusted by the National Geodetic Survey in December 1995..
 GZ2958
 GZ2958.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2958
 GZ2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2958
 GZ2958.The geoid height was determined by GEOID03.
 GZ2958
 GZ2958;                    North         East     Units Scale Factor Converg.
 GZ2958;SPC KY1Z     - 1,125,482.683 1,624,795.107   MT  0.99993177   +0 51 57.8
 GZ2958;SPC KY1Z     - 3,692,521.10  5,330,681.95   sFT  0.99993177   +0 51 57.8
 GZ2958;SPC KY S     -   625,461.741   624,797.203   MT  0.99994764   +0 51 19.7
 GZ2958;SPC KY S     - 2,052,035.73  2,049,855.49   sFT  0.99994764   +0 51 19.7
 GZ2958;UTM  16      - 4,148,726.733   735,333.827   MT  1.00028224   +1 37 07.6
 GZ2958
 GZ2958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2958!SPC KY1Z     -   0.99994634  x   0.99993177  =   0.99987811
 GZ2958!SPC KY S     -   0.99994634  x   0.99994764  =   0.99989398
 GZ2958!UTM  16      -   0.99994634  x   1.00028224  =   1.00022856
 GZ2958
 GZ2958:                Primary Azimuth Mark                     Grid Az
 GZ2958:SPC KY1Z     -  I75 T 56 AZ MK                           000 44 56.1
 GZ2958:SPC KY S     -  I75 T 56 AZ MK                           000 45 34.2
 GZ2958:UTM  16      -  I75 T 56 AZ MK                           359 59 46.3
 GZ2958
 GZ2958|---------------------------------------------------------------------|
 GZ2958| PID    Reference Object                     Distance      Geod. Az  |
 GZ2958|                                                           dddmmss.s |
 GZ2958| GZ0610 I75 T 56 AZ MK                                     0013653.9 |
 GZ2958| DC2369 I75 T 56 RM 1                        12.579 METERS 07128     |
 GZ2958| DC2370 I75 T 56 RM 2                        11.378 METERS 15358     |
 GZ2958|---------------------------------------------------------------------|
 GZ2958
 GZ2958                          SUPERSEDED SURVEY CONTROL
 GZ2958
 GZ2958  NAD 83(1986)-  37 27 19.74224(N)    084 20 21.78766(W) AD(       ) 2
 GZ2958  NAD 27      -  37 27 19.44240(N)    084 20 22.01490(W) AD(       ) 2
 GZ2958  NGVD 29 (07/19/86)  373.2    (m)         1224.     (f) VERT ANG       
 GZ2958
 GZ2958.Superseded values are not recommended for survey control.
 GZ2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2958.See file dsdata.txt to determine how the superseded data were derived.
 GZ2958
 GZ2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3533448727(NAD 83)
 GZ2958_MARKER: DD = SURVEY DISK
 GZ2958_SETTING: 0 = UNSPECIFIED SETTING
 GZ2958
 GZ2958  HISTORY     - Date     Condition        Report By
 GZ2958  HISTORY     - 1962     MONUMENTED       KYHD
 GZ2958
 GZ2958                          STATION DESCRIPTION
 GZ2958
 GZ2958'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1962 (EB)
 GZ2958'STATION IS LOCATED ABOUT 8.5 MILES SOUTH OF BEREA, ABOUT 7 MILES
 GZ2958'NORTH OF MT. VERNON AND ABOUT 1.5 MILES SOUTH OF CONWAY COMMUNITY.
 GZ2958'IT IS ON THE TOP OF A RIDGE IN A FORMERLY CULTIVATED FIELD ON LAND
 GZ2958'OWNED BY MR. JOHN BANKS.
 GZ2958'
 GZ2958'TO REACH THE STATION FROM THE POST OFFICE IN BEREA, GO SOUTH ON U.S.
 GZ2958'HIGHWAY NO. 25 FOR 7.4 MILES TO THE JUNCTION OF STATE HIGHWAY NO.
 GZ2958'1505 AT CONWAY, TURN RIGHT AND GO SOUTHWEST ON HIGHWAY 1505 FOR 0.7
 GZ2958'MILE TO A SHARP CURVE IN ROAD RIGHT AND A DIRT ROAD STRAIGHT
 GZ2958'AHEAD, CONTINUE SOUTHWEST ON DIRT ROAD FOR 0.5 MILE TO A Y-FORK, TAKE
 GZ2958'LEFT FORK AND GO SOUTHEAST ON DIRT ROAD FOR 0.2 MILE TO MR. JOHN
 GZ2958'BANKS RESIDENCE ON RIGHT AND AZIMUTH MARK.  THIS IS THE END OF TRUCK
 GZ2958'TRAVEL, FROM HERE WALK SOUTH ON TRAIL ALONG WEST SIDE OF BARN AND
 GZ2958'OLD CEMETERY FOR APPROXIMATELY 1200 FEET TO TOP OF RIDGE AND
 GZ2958'STATION.
 GZ2958'
 GZ2958'STATION MARK IS LOCATED 45 FEET WEST OF THE CENTER OF TRAIL AND 1.8
 GZ2958'FEET NORTHEAST OF METAL WITNESS POST AND SIGN.  THE MARK IS SET IN
 GZ2958'TOP OF A 5-INCH CAST IRON PIPE FILLED WITH CONCRETE AND PROJECTING
 GZ2958'5-INCHES.  THE DISK IS STAMPED I-75 T-56 1962.
 GZ2958'
 GZ2958'REFERENCE MARK NO. 1 IS EAST OF STATION, 3 FEET EAST OF THE CENTER OF
 GZ2958'TRAIL.  THE MARK IS SET IN TOP OF A 5-INCH ALUMINUM PIPE
 GZ2958'FILLED WITH CONCRETE AND PROJECTING 4-INCHES.  THE DISK IS STAMPED
 GZ2958'I-75 T-56 NO. 1 1962.
 GZ2958'
 GZ2958'REFERENCE MARK NO. 2 IS SOUTH OF STATION, 40 FEET WEST OF CENTER OF
 GZ2958'TRAIL, AND 13 FEET NORTHWEST OF A TWIN 5-INCH HICKORY TREE.
 GZ2958'THE MARK IS SET IN TOP OF A 5-INCH ALUMINUM PIPE FILLED WITH CONCRETE
 GZ2958'AND PROJECTING 5-INCHES.  THE DISK IS STAMPED I-75 T-56 NO.
 GZ2958'2 1962.
 GZ2958'
 GZ2958'AZIMUTH MARK IS ABOUT 161 FEET EAST OF THE NORTHEAST CORNER OF MR.
 GZ2958'BANKS RESIDENCE, 143 FEET NORTH OF THE NORTHWEST CORNER OF BARN,
 GZ2958'13.5 FEET EAST OF FENCE CORNER, 10 FEET SOUTH OF THE CENTER OF ROAD
 GZ2958'AND 2.1 FEET SOUTH OF METAL WITNESS POST AND SIGN.  THE MARK IS SET
 GZ2958'IN TOP OF CONCRETE FLUSH WITH GROUND AND THE DISK IS STAMPED I-75
 GZ2958'T-56 1962.
 GZ2958'
 GZ2958'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 GZ2958'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET AS DESCRIBED.
 GZ2958'
 GZ2958'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0610 ***********************************************************************
 GZ0610  DESIGNATION -  I75 T 56 AZ MK
 GZ0610  PID         -  GZ0610
 GZ0610  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0610  USGS QUAD   -  WILDIE (1970)
 GZ0610
 GZ0610                         *CURRENT SURVEY CONTROL
 GZ0610  ___________________________________________________________________
 GZ0610* NAD 83(1986)-  37 27 32.     (N)    084 20 21.     (W)     SCALED    
 GZ0610* NAVD 88     -       323.590  (meters)    1061.64   (feet)  ADJUSTED  
 GZ0610  ___________________________________________________________________
 GZ0610  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GZ0610  DYNAMIC HT  -         323.343 (meters)    1060.83  (feet)  COMP
 GZ0610  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 GZ0610
 GZ0610  VERT ORDER  -  SECOND    CLASS 0
 GZ0610
 GZ0610.The horizontal coordinates were scaled from a topographic map and have
 GZ0610.an estimated accuracy of +/- 6 seconds.
 GZ0610
 GZ0610.The orthometric height was determined by differential leveling
 GZ0610.and adjusted by the National Geodetic Survey in June 1991..
 GZ0610
 GZ0610.The geoid height was determined by GEOID03.
 GZ0610
 GZ0610.The dynamic height is computed by dividing the NAVD 88
 GZ0610.geopotential number by the normal gravity value computed on the
 GZ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0610.degrees latitude (g = 980.6199 gals.).
 GZ0610
 GZ0610.The modeled gravity was interpolated from observed gravity values.
 GZ0610
 GZ0610;                    North         East    Units  Estimated Accuracy
 GZ0610;SPC KY1Z     - 1,125,860.    1,624,810.      MT  (+/- 180 meters Scaled)
 GZ0610
 GZ0610                          SUPERSEDED SURVEY CONTROL
 GZ0610
 GZ0610  NGVD 29 (??/??/92)  323.735  (m)         1062.12   (f) ADJ UNCH    2 0
 GZ0610
 GZ0610.Superseded values are not recommended for survey control.
 GZ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0610.See file dsdata.txt to determine how the superseded data were derived.
 GZ0610
 GZ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG353491(NAD 83)
 GZ0610_MARKER: DD = SURVEY DISK
 GZ0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0610_STAMPING: I 75 T 56 1962
 GZ0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0610+STABILITY: SURFACE MOTION
 GZ0610
 GZ0610  HISTORY     - Date     Condition        Report By
 GZ0610  HISTORY     - 1962     MONUMENTED       KYHD
 GZ0610  HISTORY     - 1963     GOOD             PAS
 GZ0610
 GZ0610                          STATION DESCRIPTION
 GZ0610
 GZ0610'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0610'8.6 MI S FROM BEREA.
 GZ0610'ABOUT 7.4 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0610'OFFICE IN BEREA TO THE JUNCTION OF STATE HIGHWAY NO. 1505 AT
 GZ0610'CONWAY, THENCE ABOUT 0.7 MILES SOUTHWEST ALONG STATE HIGHWAY NO.
 GZ0610'1505 TO A SHARP CURVE IN HIGHWAY RIGHT AND DIRT ROAD STRAIGHT
 GZ0610'AHEAD, CONTINUE SOUTHWEST ON DIRT ROAD FOR 0.5 MILE TO A Y-FORK,
 GZ0610'TAKE LEFT FORK AND GO SOUTHEAST ON DIRT ROAD FOR 0.2 MILE TO
 GZ0610'MR. JOHN BANKS RESIDENCE ON THE RIGHT AND MARK.  IT IS ABOUT
 GZ0610'161 FEET EAST OF THE NORTHEAST CORNER OF BANKS RESIDENCE, ABOUT
 GZ0610'143 FEET NORTH OF THE NORTHWEST CORNER OF BARN, 13.5 FEET EAST
 GZ0610'OF FENCE CORNER, 10 FEET SOUTH OF THE CENTER OF ROAD AND 2.1
 GZ0610'FEET SOUTH OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GZ0610'OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF CONCRETE FLUSH WITH
 GZ0610'GROUND AND STAMPED I-75 T-56 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3097 ***********************************************************************
 GZ3097  DESIGNATION -  I75 T 57 RESET
 GZ3097  PID         -  GZ3097
 GZ3097  STATE/COUNTY-  KY/ROCKCASTLE
 GZ3097  USGS QUAD   -  BEREA (1993)
 GZ3097
 GZ3097                         *CURRENT SURVEY CONTROL
 GZ3097  ___________________________________________________________________
 GZ3097* NAD 83(1993)-  37 30 22.39663(N)    084 19 12.18680(W)     ADJUSTED  
 GZ3097* NAVD 88     -       309.41   (+/-2cm)    1015.1    (feet)  VERTCON   
 GZ3097  ___________________________________________________________________
 GZ3097  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 GZ3097  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GZ3097
 GZ3097  HORZ ORDER  -  SECOND
 GZ3097  VERT ORDER  -  THIRD ? (See Below)
 GZ3097
 GZ3097.The horizontal coordinates were established by classical geodetic methods
 GZ3097.and adjusted by the National Geodetic Survey in December 1995..
 GZ3097
 GZ3097.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3097.The vertical order pertains to the NGVD 29 superseded value.
 GZ3097
 GZ3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3097
 GZ3097.The geoid height was determined by GEOID03.
 GZ3097
 GZ3097;                    North         East     Units Scale Factor Converg.
 GZ3097;SPC KY1Z     - 1,131,139.007 1,626,418.964   MT  0.99992569   +0 52 40.6
 GZ3097;SPC KY1Z     - 3,711,078.56  5,336,009.55   sFT  0.99992569   +0 52 40.6
 GZ3097;SPC KY S     -   631,117.877   626,422.144   MT  0.99994990   +0 52 02.0
 GZ3097;SPC KY S     - 2,070,592.57  2,055,186.65   sFT  0.99994990   +0 52 02.0
 GZ3097;UTM  16      - 4,154,405.958   736,883.703   MT  1.00029125   +1 37 56.8
 GZ3097
 GZ3097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3097!SPC KY1Z     -   0.99995635  x   0.99992569  =   0.99988205
 GZ3097!SPC KY S     -   0.99995635  x   0.99994990  =   0.99990626
 GZ3097!UTM  16      -   0.99995635  x   1.00029125  =   1.00024759
 GZ3097
 GZ3097|---------------------------------------------------------------------|
 GZ3097| PID    Reference Object                     Distance      Geod. Az  |
 GZ3097|                                                           dddmmss.s |
 GZ3097| GZ0079 I75 T 57 RM 1                        24.598 METERS 19948     |
 GZ3097| GZ0077 I75 T 57 RM 2                        13.734 METERS 28948     |
 GZ3097| DC2371 I75 T 57 AZ MK                                     3424836.7 |
 GZ3097|---------------------------------------------------------------------|
 GZ3097
 GZ3097                          SUPERSEDED SURVEY CONTROL
 GZ3097
 GZ3097  NAD 83(1986)-  37 30 22.40366(N)    084 19 12.19290(W) AD(       ) 2
 GZ3097  NAD 27      -  37 30 22.10590(N)    084 19 12.42050(W) AD(       ) 2
 GZ3097  NGVD 29 (07/19/86)  309.56   (m)         1015.6    (f) LEVELING    3  
 GZ3097
 GZ3097.Superseded values are not recommended for survey control.
 GZ3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3097.See file dsdata.txt to determine how the superseded data were derived.
 GZ3097
 GZ3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3688454406(NAD 83)
 GZ3097_MARKER: DD = SURVEY DISK
 GZ3097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ3097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ3097
 GZ3097  HISTORY     - Date     Condition        Report By
 GZ3097  HISTORY     - 1981     MONUMENTED       NGS
 GZ3097
 GZ3097                          STATION DESCRIPTION
 GZ3097
 GZ3097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GZ3097'THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE FOUND DESTROYED BY
 GZ3097'GRADING.  REFERENCE MARK 2 WAS NOT FOUND AND IS THOUGHT DESTROYED BY
 GZ3097'THE GRADING.  THE UNDERGROUND STATION MARK AND AZIMUTH MARK WERE FOUND
 GZ3097'IN GOOD CONDITION.  A NEW SURFACE STATION MARK, REFERENCE MARK 3 AND 4
 GZ3097'WERE SET.  A NEW DESCRIPTION FOLLOWS.
 GZ3097'
 GZ3097'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF BEREA, ON THE EAST SIDE
 GZ3097'OF THE L AND N RAILROAD, 120 FEET NORTH OF THE CENTER OF A RAILROAD
 GZ3097'OVERPASS, 11 FEET EAST OF EAST RAIL OF RAILROAD, 14 FEET WEST OF
 GZ3097'TELEPHONE POLE NO F 40 AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 GZ3097'MONUMENT PROJECTS 6 INCHES AND THE DISK, A STANDARD THD DISK, IS
 GZ3097'STAMPED---I-75 T-57 1962 1981---
 GZ3097'
 GZ3097'TO REACH THE STATION FROM THE U.S. POST OFFICE AT BERGA, GO SOUTHERLY
 GZ3097'ON U.S. HIGHWAY 25 FOR 4.85 MILES TO THE AZIMUTH MARK ON THE
 GZ3097'RIGHT.  CONTINUE SOUTH FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT AND GO
 GZ3097'0.1 MILE TO THE OVERPASS AND THE STATION AS DESCRIBED.
 GZ3097'
 GZ3097'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---I-75 T-57 KHD 1962 NO
 GZ3097'3 1981, SET IN A DRILL HOLE IN THE CONCRETE TOP OF OVERPASS, 6 FEET
 GZ3097'EAST OF THE EAST RAIL, 8 FEET NORTH OF THE CENTER OF THE OVERPASS AND
 GZ3097'7 FEET SOUTH OF THE NORTH END OF THE OVERPASS.
 GZ3097'
 GZ3097'REFERENCE MARK 4 IS A STANDARD KHD DISK SET IN TOP OF A SQUARE
 GZ3097'CONCRETE POST PROJECTING 4 INCHES, STAMPED---I-75 T-57 1962 NO 4
 GZ3097'1981---89 FEET NORTH OF NORTH END OF CONCRETE OVERPASS, 19 FEET WEST
 GZ3097'OF THE WEST RAIL OF RAILROAD AND 10 FEET NORTHEAST OF AN 8 INCH CEDAR
 GZ3097'TREE.
 GZ3097'
 GZ3097'THE AZIMUTH MARK IS A STANDARD KHD DISK SET IN TOP OF A SQUARE
 GZ3097'CONCRETE POST FLUSH WITH THE GROUND, STAMPED---I-75 T-57
 GZ3097'1962---.  146 FEET NORTH OF NORTH END OF CONCRETE HEADWALL OF A BOX
 GZ3097'CULVERT, 1 FOOT SOUTH OF A METAL WITNESS POST, 46 FEET WEST OF THE
 GZ3097'CENTERLINE OF THE HIGHWAY, 51 FEET SOUTH OF A FENCE CORNER AND 2 FEET
 GZ3097'EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0079 ***********************************************************************
 GZ0079  DESIGNATION -  I75 T 57 RM 1
 GZ0079  PID         -  GZ0079
 GZ0079  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0079  USGS QUAD   -  BEREA (1993)
 GZ0079
 GZ0079                         *CURRENT SURVEY CONTROL
 GZ0079  ___________________________________________________________________
 GZ0079* NAD 83(1986)-  37 30 22.     (N)    084 19 12.     (W)     SCALED    
 GZ0079* NAVD 88     -       309.510  (meters)    1015.45   (feet)  ADJUSTED  
 GZ0079  ___________________________________________________________________
 GZ0079  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GZ0079  DYNAMIC HT  -         309.273 (meters)    1014.67  (feet)  COMP
 GZ0079  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 GZ0079
 GZ0079  VERT ORDER  -  SECOND    CLASS 0
 GZ0079
 GZ0079.The horizontal coordinates were scaled from a topographic map and have
 GZ0079.an estimated accuracy of +/- 6 seconds.
 GZ0079
 GZ0079.The orthometric height was determined by differential leveling
 GZ0079.and adjusted by the National Geodetic Survey in June 1991..
 GZ0079
 GZ0079.The geoid height was determined by GEOID03.
 GZ0079
 GZ0079.The dynamic height is computed by dividing the NAVD 88
 GZ0079.geopotential number by the normal gravity value computed on the
 GZ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0079.degrees latitude (g = 980.6199 gals.).
 GZ0079
 GZ0079.The modeled gravity was interpolated from observed gravity values.
 GZ0079
 GZ0079;                    North         East    Units  Estimated Accuracy
 GZ0079;SPC KY1Z     - 1,131,130.    1,626,420.      MT  (+/- 180 meters Scaled)
 GZ0079
 GZ0079                          SUPERSEDED SURVEY CONTROL
 GZ0079
 GZ0079  NGVD 29 (??/??/92)  309.657  (m)         1015.93   (f) ADJ UNCH    2 0
 GZ0079
 GZ0079.Superseded values are not recommended for survey control.
 GZ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0079.See file dsdata.txt to determine how the superseded data were derived.
 GZ0079
 GZ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG368543(NAD 83)
 GZ0079_MARKER: DD = SURVEY DISK
 GZ0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0079_SP_SET: CONCRETE
 GZ0079_STAMPING: I-75 T-57 NO 1 1962
 GZ0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0079
 GZ0079  HISTORY     - Date     Condition        Report By
 GZ0079  HISTORY     - 1962     MONUMENTED       KYHD
 GZ0079  HISTORY     - 1963     GOOD             PAS
 GZ0079  HISTORY     - 1985     MARK NOT FOUND   NGS
 GZ0079
 GZ0079                          STATION DESCRIPTION
 GZ0079
 GZ0079'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0079'5.1 MI S FROM BEREA.
 GZ0079'ABOUT 5.1 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0079'OFFICE IN BEREA TO A CROSSROAD, THENCE ABOUT 0.1 MILE EAST
 GZ0079'ALONG GRAVEL ROAD TO RAILROAD OVERPASS, ABOUT 2.2 MILES NORTH
 GZ0079'OF CONWAY, 40 FEET NORTHEAST OF THE CENTER OF OVERPASS AND
 GZ0079'NORTH BOUND TRACK, 9.1 FEET EAST OF THE EAST RAIL OF NORTH BOUND
 GZ0079'TRACK AND ABOUT 1 FOOT LOWER THAN TRACKS.  A KENTUCKY DEPARTMENT
 GZ0079'OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE PROJECTING
 GZ0079'2 INCHES AND STAMPED I-75 T-57 NO. 1 1962.
 GZ0079
 GZ0079                          STATION RECOVERY (1985)
 GZ0079
 GZ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ0079'MARK MAY BE BURIED DUE TO RECENT GRADING ALONG RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0077 ***********************************************************************
 GZ0077  DESIGNATION -  I75 T 57 RM 2
 GZ0077  PID         -  GZ0077
 GZ0077  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0077  USGS QUAD   -  BEREA (1993)
 GZ0077
 GZ0077                         *CURRENT SURVEY CONTROL
 GZ0077  ___________________________________________________________________
 GZ0077* NAD 83(1986)-  37 30 22.     (N)    084 19 12.     (W)     SCALED    
 GZ0077* NAVD 88     -       309.346  (meters)    1014.91   (feet)  ADJUSTED  
 GZ0077  ___________________________________________________________________
 GZ0077  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GZ0077  DYNAMIC HT  -         309.109 (meters)    1014.14  (feet)  COMP
 GZ0077  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 GZ0077
 GZ0077  VERT ORDER  -  SECOND    CLASS 0
 GZ0077
 GZ0077.The horizontal coordinates were scaled from a topographic map and have
 GZ0077.an estimated accuracy of +/- 6 seconds.
 GZ0077
 GZ0077.The orthometric height was determined by differential leveling
 GZ0077.and adjusted by the National Geodetic Survey in June 1991..
 GZ0077
 GZ0077.The geoid height was determined by GEOID03.
 GZ0077
 GZ0077.The dynamic height is computed by dividing the NAVD 88
 GZ0077.geopotential number by the normal gravity value computed on the
 GZ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0077.degrees latitude (g = 980.6199 gals.).
 GZ0077
 GZ0077.The modeled gravity was interpolated from observed gravity values.
 GZ0077
 GZ0077;                    North         East    Units  Estimated Accuracy
 GZ0077;SPC KY1Z     - 1,131,130.    1,626,420.      MT  (+/- 180 meters Scaled)
 GZ0077
 GZ0077                          SUPERSEDED SURVEY CONTROL
 GZ0077
 GZ0077  NGVD 29 (??/??/92)  309.493  (m)         1015.39   (f) ADJ UNCH    2 0
 GZ0077
 GZ0077.Superseded values are not recommended for survey control.
 GZ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0077.See file dsdata.txt to determine how the superseded data were derived.
 GZ0077
 GZ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG368543(NAD 83)
 GZ0077_MARKER: DR = REFERENCE MARK DISK
 GZ0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0077_SP_SET: CONCRETE
 GZ0077_STAMPING: I-75 T-57 NO 2 1962
 GZ0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0077
 GZ0077  HISTORY     - Date     Condition        Report By
 GZ0077  HISTORY     - 1962     MONUMENTED       KYHD
 GZ0077  HISTORY     - 1963     GOOD             PAS
 GZ0077  HISTORY     - 1985     MARK NOT FOUND   NGS
 GZ0077
 GZ0077                          STATION DESCRIPTION
 GZ0077
 GZ0077'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0077'5.1 MI S FROM BEREA.
 GZ0077'ABOUT 5.1 MILES SOUTH ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0077'OFFICE IN BEREA TO A CROSSROAD, THENCE ABOUT 0.1 MILE EAST ALONG
 GZ0077'GRAVEL ROAD TO RAILROAD OVERPASS, ABOUT 2.2 MILES NORTH OF
 GZ0077'CONWAY, ABOUT 120 FEET NORTH OF THE CENTER OF OVERPASS AND
 GZ0077'SOUTH BOUND TRACK, 16.3 FEET WEST OF THE WEST RAIL OF SOUTH
 GZ0077'BOUND TRACK AND ABOUT 2 FEET LOWER THAN TRACKS.  A KENTUCKY
 GZ0077'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF
 GZ0077'CONCRETE PROJECTING 1 INCH AND STAMPED I-75 T-57 NO. 2 1962.
 GZ0077
 GZ0077                          STATION RECOVERY (1985)
 GZ0077
 GZ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ0077'RECENT GRADING HAD BEEN DONE AT THE SITE AND THE MARK MAY BE BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2889 ***********************************************************************
 GZ2889  DESIGNATION -  I75 T 58
 GZ2889  PID         -  GZ2889
 GZ2889  STATE/COUNTY-  KY/ROCKCASTLE
 GZ2889  USGS QUAD   -  BEREA (1993)
 GZ2889
 GZ2889                         *CURRENT SURVEY CONTROL
 GZ2889  ___________________________________________________________________
 GZ2889* NAD 83(1993)-  37 31 43.68508(N)    084 18 42.31608(W)     ADJUSTED  
 GZ2889* NAVD 88     -       386.9    (meters)    1269.     (feet)  VERTCON   
 GZ2889  ___________________________________________________________________
 GZ2889  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 GZ2889  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GZ2889
 GZ2889  HORZ ORDER  -  SECOND
 GZ2889
 GZ2889.The horizontal coordinates were established by classical geodetic methods
 GZ2889.and adjusted by the National Geodetic Survey in December 1995..
 GZ2889
 GZ2889.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2889
 GZ2889.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2889
 GZ2889.The geoid height was determined by GEOID03.
 GZ2889
 GZ2889;                    North         East     Units Scale Factor Converg.
 GZ2889;SPC KY1Z     - 1,133,655.901 1,627,113.846   MT  0.99992324   +0 52 58.9
 GZ2889;SPC KY1Z     - 3,719,336.07  5,338,289.34   sFT  0.99992324   +0 52 58.9
 GZ2889;SPC KY S     -   633,634.706   627,117.516   MT  0.99995115   +0 52 20.1
 GZ2889;SPC KY S     - 2,078,849.86  2,057,468.05   sFT  0.99995115   +0 52 20.1
 GZ2889;UTM  16      - 4,156,932.721   737,545.608   MT  1.00029511   +1 38 18.0
 GZ2889
 GZ2889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2889!SPC KY1Z     -   0.99994422  x   0.99992324  =   0.99986746
 GZ2889!SPC KY S     -   0.99994422  x   0.99995115  =   0.99989537
 GZ2889!UTM  16      -   0.99994422  x   1.00029511  =   1.00023931
 GZ2889
 GZ2889|---------------------------------------------------------------------|
 GZ2889| PID    Reference Object                     Distance      Geod. Az  |
 GZ2889|                                                           dddmmss.s |
 GZ2889| DC2372 I75 T 58 RM 1                        14.229 METERS 18343     |
 GZ2889| GZ3097 I75 T 57 RESET                      APPROX. 2.6 KM 1961901.7 |
 GZ2889| DC2373 I75 T 58 RM 2                        13.004 METERS 28144     |
 GZ2889|---------------------------------------------------------------------|
 GZ2889
 GZ2889                          SUPERSEDED SURVEY CONTROL
 GZ2889
 GZ2889  NAD 83(1986)-  37 31 43.69211(N)    084 18 42.32225(W) AD(       ) 2
 GZ2889  NAD 27      -  37 31 43.39150(N)    084 18 42.55400(W) AD(       ) 2
 GZ2889  NGVD 29 (07/19/86)  387.0    (m)         1270.     (f) VERT ANG       
 GZ2889
 GZ2889.Superseded values are not recommended for survey control.
 GZ2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2889.See file dsdata.txt to determine how the superseded data were derived.
 GZ2889
 GZ2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3754656933(NAD 83)
 GZ2889_MARKER: DD = SURVEY DISK
 GZ2889_SETTING: 0 = UNSPECIFIED SETTING
 GZ2889
 GZ2889  HISTORY     - Date     Condition        Report By
 GZ2889  HISTORY     - 1962     MONUMENTED       KYHD
 GZ2889
 GZ2889                          STATION DESCRIPTION
 GZ2889
 GZ2889'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1962 (EB)
 GZ2889'STATION IS LOCATED ABOUT 3.2 MILES SOUTH OF BEREA.  IT IS ON THE TOP
 GZ2889'OF A WOODED RIDGE JUST EAST OF BOONE GAP AND IS ON THE
 GZ2889'APPROXIMATE MADISON-ROCKCASTLE COUNTY LINE.
 GZ2889'
 GZ2889'TO REACH THE STATION FROM THE POST OFFICE IN BEREA, GO SOUTH ON U. S.
 GZ2889'HIGHWAY NO. 25 FOR 3.4 MILES TO OLD HIGHWAY NO.  25 LEFT AT BOONE
 GZ2889'GAP, TURN LEFT AND GO SOUTHEAST ON OLD HIGHWAY FOR 0.05 MILE TO A
 GZ2889'POINT APPROXIMATELY OVER THE L AND N RAILROAD TUNNELS AND END OF
 GZ2889'TRUCK TRAVEL, FROM THIS POINT WALK NORTHEAST FOR APPROXIMATELY 600
 GZ2889'FEET TO HIGHEST POINT AND STATION.
 GZ2889'
 GZ2889'STATION MARK IS LOCATED 59 FEET NORTHEAST OF A TWIN-TRUNK 15-INCH
 GZ2889'CHESTNUT OAK TREE, 29.5 FEET NORTHWEST OF A TWIN TRUNK 18-INCH
 GZ2889'CHESTNUT OAK TREE AND 2.4 FEET SOUTHWEST OF METAL WITNESS POST AND
 GZ2889'SIGN.  THE MARK PROJECTS 1-INCH AND THE DISK IS STAMPED I-75 T-58
 GZ2889'1962.
 GZ2889'
 GZ2889'REFERENCE MARK NO. 1 IS SOUTH OF STATION, 41.5 FEET EAST OF A
 GZ2889'TWIN-TRUNK 15-INCH CHESTNUT OAK TREE, AND 24.5 FEET SOUTHWEST
 GZ2889'OF A TWIN-TRUNK 18-INCH CHESTNUT OAK TREE.  THE MARK PROJECTS
 GZ2889'2-INCHES AND THE DISK IS STAMPED I-75 T-58 NO. 1
 GZ2889'1962.
 GZ2889'
 GZ2889'REFERENCE MARK NO. 2 IS WEST OF STATION, 23 FEET SOUTHEAST OF A
 GZ2889'24-INCH RED OAK TREE, 19.5 FEET EAST OF A 14-INCH CHESTNUT OAK
 GZ2889'TREE, AND 10 FEET NORTHEAST OF 14-INCH BLACK OAK TREE.  THE MARK IS
 GZ2889'FLUSH AND THE DISK IS STAMPED I-75 T-58 NO. 2 1962.
 GZ2889'
 GZ2889'NO AZIMUTH MARK WAS SET FOR THIS STATION DUE TO WOODED AREA.
 GZ2889'
 GZ2889'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 GZ2889'HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2889'
 GZ2889'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0063 ***********************************************************************
 GZ0063  DESIGNATION -  I75 T 59
 GZ0063  PID         -  GZ0063
 GZ0063  STATE/COUNTY-  KY/MADISON
 GZ0063  USGS QUAD   -  BEREA (1993)
 GZ0063
 GZ0063                         *CURRENT SURVEY CONTROL
 GZ0063  ___________________________________________________________________
 GZ0063* NAD 83(1993)-  37 33 02.92193(N)    084 18 42.62682(W)     ADJUSTED  
 GZ0063* NAVD 88     -       319.899  (meters)    1049.54   (feet)  ADJUSTED  
 GZ0063  ___________________________________________________________________
 GZ0063  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 GZ0063  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ0063  DYNAMIC HT  -         319.658 (meters)    1048.74  (feet)  COMP
 GZ0063  MODELED GRAV-     979,865.4   (mgal)                       NAVD 88
 GZ0063
 GZ0063  HORZ ORDER  -  SECOND
 GZ0063  VERT ORDER  -  SECOND    CLASS 0
 GZ0063
 GZ0063.The horizontal coordinates were established by classical geodetic methods
 GZ0063.and adjusted by the National Geodetic Survey in December 1995..
 GZ0063
 GZ0063.The orthometric height was determined by differential leveling
 GZ0063.and adjusted by the National Geodetic Survey in June 1991..
 GZ0063
 GZ0063.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0063
 GZ0063.The geoid height was determined by GEOID03.
 GZ0063
 GZ0063.The dynamic height is computed by dividing the NAVD 88
 GZ0063.geopotential number by the normal gravity value computed on the
 GZ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0063.degrees latitude (g = 980.6199 gals.).
 GZ0063
 GZ0063.The modeled gravity was interpolated from observed gravity values.
 GZ0063
 GZ0063;                    North         East     Units Scale Factor Converg.
 GZ0063;SPC KY1Z     - 1,136,098.171 1,627,068.576   MT  0.99992100   +0 52 58.7
 GZ0063;SPC KY1Z     - 3,727,348.75  5,338,140.82   sFT  0.99992100   +0 52 58.7
 GZ0063;SPC KY S     -   636,077.057   627,072.704   MT  0.99995253   +0 52 19.9
 GZ0063;SPC KY S     - 2,086,862.81  2,057,321.03   sFT  0.99995253   +0 52 19.9
 GZ0063;UTM  16      - 4,159,375.091   737,468.101   MT  1.00029466   +1 38 20.8
 GZ0063
 GZ0063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0063!SPC KY1Z     -   0.99995474  x   0.99992100  =   0.99987574
 GZ0063!SPC KY S     -   0.99995474  x   0.99995253  =   0.99990727
 GZ0063!UTM  16      -   0.99995474  x   1.00029466  =   1.00024938
 GZ0063
 GZ0063|---------------------------------------------------------------------|
 GZ0063| PID    Reference Object                     Distance      Geod. Az  |
 GZ0063|                                                           dddmmss.s |
 GZ0063| GZ0065 I75 T 59 RM 1                        29.402 METERS 15352     |
 GZ0063| GZ0066 I75 T 59 AZ MK                                     1914840.1 |
 GZ0063| GZ0064 I75 T 59 RM 2                        22.365 METERS 25455     |
 GZ0063|---------------------------------------------------------------------|
 GZ0063
 GZ0063                          SUPERSEDED SURVEY CONTROL
 GZ0063
 GZ0063  NAD 83(1986)-  37 33 02.92904(N)    084 18 42.63301(W) AD(       ) 2
 GZ0063  NAD 27      -  37 33 02.62660(N)    084 18 42.86730(W) AD(       ) 2
 GZ0063  NGVD 29 (??/??/92)  320.048  (m)         1050.02   (f) ADJ UNCH    2 0
 GZ0063
 GZ0063.Superseded values are not recommended for survey control.
 GZ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0063.See file dsdata.txt to determine how the superseded data were derived.
 GZ0063
 GZ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3746859375(NAD 83)
 GZ0063_MARKER: DD = SURVEY DISK
 GZ0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0063_SP_SET: CONCRETE
 GZ0063_STAMPING: I-75 T-59 1962
 GZ0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0063
 GZ0063  HISTORY     - Date     Condition        Report By
 GZ0063  HISTORY     - 1962     MONUMENTED       KYHD
 GZ0063  HISTORY     - 1963     GOOD             PAS
 GZ0063
 GZ0063                          STATION DESCRIPTION
 GZ0063
 GZ0063'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1962 (EB)
 GZ0063'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF BEREA.  IT IS ON THE
 GZ0063'TOP OF A HILL IN BARNYARD, ON LAND OWNED BY MR.  B. F. ANGLIN.
 GZ0063'
 GZ0063'TO REACH THE STATION FROM THE POST OFFICE IN BEREA, GO SOUTHWEST ON
 GZ0063'U. S. HIGHWAY NO. 25 FOR 2.2 MILES TO A DRIVEWAY RIGHT,
 GZ0063'TURN SHARP RIGHT AND GO NORTH ON DRIVE FOR 0.15 MILE TO AZIMUTH MARK
 GZ0063'ON THE RIGHT CONTINUE NORTH ON DRIVE FOR 0.1 MILE TO A GATE ON
 GZ0063'THE RIGHT, GO THROUGH GATE AND CONTINUE NORTHEAST ACROSS PASTURE FOR
 GZ0063'0.15 MILE TO A BARN ON HIGHEST POINT AND STATION.
 GZ0063'
 GZ0063'STATION IS LOCATED ABOUT 181 FEET NORTH OF WIRE FENCE, 91 FEET
 GZ0063'NORTHWEST OF A 14-INCH SASSAFRAS TREE AND 38.5 FEET NORTHEAST
 GZ0063'OF THE NORTHEAST CORNER OF BARN.  THE MARK IS FLUSH AND THE DISK IS
 GZ0063'STAMPED I-75 T-59 1962.
 GZ0063'
 GZ0063'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 78 FEET EAST OF THE
 GZ0063'SOUTHEAST CORNER OF BARN, 29.5 FEET WEST OF A 15- INCH WILD
 GZ0063'CHERRY TREE AND 6 FEET EAST OF A 12-INCH SASSAFRAS TREE.  THE MARK IS
 GZ0063'FLUSH AND THE DISK IS STAMPED I-75 T-59 NO. 1 1962.
 GZ0063'
 GZ0063'REFERENCE MARK NO. 2 IS WEST OF STATION, 7.5 FEET EAST OF THE
 GZ0063'NORTHWEST CORNER OF BARN AND 2.4 FEET NORTH OF THE NORTH FACE
 GZ0063'OF BARN.  THE MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-59 NO. 2
 GZ0063'1962.
 GZ0063'
 GZ0063'AZIMUTH MARK IS 16 FEET EAST OF THE CENTER OF DRIVE, 6 FEET NORTHEAST
 GZ0063'OF FENCE CORNER, 2.6 FEET NORTHEAST OF METAL WITNESS POST AND
 GZ0063'SIGN AND ABOUT 5 FEET HIGHER THAN DRIVE.  THE MARK IS FLUSH AND THE
 GZ0063'DISK IS STAMPED I-75 T-59 1962.
 GZ0063'
 GZ0063'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 GZ0063'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ0063'
 GZ0063'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 GZ0063
 GZ0063                          STATION RECOVERY (1963)
 GZ0063
 GZ0063'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0063'2 MI SW FROM BEREA.
 GZ0063'ABOUT 2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY FROM THE POST
 GZ0063'OFFICE IN BEREA, THENCE ABOUT 0.25 MILE NORTH ALONG PRIVATE
 GZ0063'DRIVE TO A GATE ON RIGHT, GO THROUGH GATE AND CONTINUE NORTHEAST
 GZ0063'ACROSS PASTURE FOR 0.15 MILE TO A BARN ON HIGHEST POINT AND
 GZ0063'MARK.  IT IS ON LAND OWNED BY MR. P.F. ANGLIN, ABOUT 1,1 FEET
 GZ0063'NORTH OF WIRE FENCE, 91 FEET NORTHWEST OF A 14-INCH SASSAFRAS TREE
 GZ0063'AND 38.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF BARN.  A
 GZ0063'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 GZ0063'CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-59 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0066 ***********************************************************************
 GZ0066  DESIGNATION -  I75 T 59 AZ MK
 GZ0066  PID         -  GZ0066
 GZ0066  STATE/COUNTY-  KY/MADISON
 GZ0066  USGS QUAD   -  BEREA (1993)
 GZ0066
 GZ0066                         *CURRENT SURVEY CONTROL
 GZ0066  ___________________________________________________________________
 GZ0066* NAD 83(1986)-  37 32 52.     (N)    084 18 45.     (W)     SCALED    
 GZ0066* NAVD 88     -       317.871  (meters)    1042.88   (feet)  ADJUSTED  
 GZ0066  ___________________________________________________________________
 GZ0066  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GZ0066  DYNAMIC HT  -         317.631 (meters)    1042.09  (feet)  COMP
 GZ0066  MODELED GRAV-     979,864.8   (mgal)                       NAVD 88
 GZ0066
 GZ0066  VERT ORDER  -  SECOND    CLASS 0
 GZ0066
 GZ0066.The horizontal coordinates were scaled from a topographic map and have
 GZ0066.an estimated accuracy of +/- 6 seconds.
 GZ0066
 GZ0066.The orthometric height was determined by differential leveling
 GZ0066.and adjusted by the National Geodetic Survey in June 1991..
 GZ0066
 GZ0066.The geoid height was determined by GEOID03.
 GZ0066
 GZ0066.The dynamic height is computed by dividing the NAVD 88
 GZ0066.geopotential number by the normal gravity value computed on the
 GZ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0066.degrees latitude (g = 980.6199 gals.).
 GZ0066
 GZ0066.The modeled gravity was interpolated from observed gravity values.
 GZ0066
 GZ0066;                    North         East    Units  Estimated Accuracy
 GZ0066;SPC KY1Z     - 1,135,760.    1,627,020.      MT  (+/- 180 meters Scaled)
 GZ0066
 GZ0066                          SUPERSEDED SURVEY CONTROL
 GZ0066
 GZ0066  NGVD 29 (??/??/92)  318.020  (m)         1043.37   (f) ADJ UNCH    2 0
 GZ0066
 GZ0066.Superseded values are not recommended for survey control.
 GZ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0066.See file dsdata.txt to determine how the superseded data were derived.
 GZ0066
 GZ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG374590(NAD 83)
 GZ0066_MARKER: DZ = AZIMUTH MARK DISK
 GZ0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0066_SP_SET: CONCRETE
 GZ0066_STAMPING: I-75 T-59 1962
 GZ0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0066
 GZ0066  HISTORY     - Date     Condition        Report By
 GZ0066  HISTORY     - 1962     MONUMENTED       KYHD
 GZ0066  HISTORY     - 1963     GOOD             PAS
 GZ0066
 GZ0066                          STATION DESCRIPTION
 GZ0066
 GZ0066'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0066'2.2 MI SW FROM BEREA.
 GZ0066'ABOUT 2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0066'POST OFFICE IN BEREA, THENCE ABOUT 0.15 MILE NORTH ALONG
 GZ0066'PRIVATE DRIVE, ON LAND OWNED BY MR. B.F. ANGLIN, 16 FEET EAST OF
 GZ0066'THE CENTER OF DRIVE, 6 FEET NORTHEAST OF FENCE CORNER, 2.6 FEET
 GZ0066'NORTHEAST OF METAL WITNESS POST AND SIGN AND ABOUT 5 FEET
 GZ0066'HIGHER THAN DRIVE.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH
 GZ0066'MARK DISK SET IN TOP OF CONCRETE FLUSH WITH GROUND AND
 GZ0066'STAMPED I-75 T-59 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0065 ***********************************************************************
 GZ0065  DESIGNATION -  I75 T 59 RM 1
 GZ0065  PID         -  GZ0065
 GZ0065  STATE/COUNTY-  KY/MADISON
 GZ0065  USGS QUAD   -  BEREA (1993)
 GZ0065
 GZ0065                         *CURRENT SURVEY CONTROL
 GZ0065  ___________________________________________________________________
 GZ0065* NAD 83(1986)-  37 33 02.     (N)    084 18 43.     (W)     SCALED    
 GZ0065* NAVD 88     -       319.719  (meters)    1048.94   (feet)  ADJUSTED  
 GZ0065  ___________________________________________________________________
 GZ0065  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ0065  DYNAMIC HT  -         319.477 (meters)    1048.15  (feet)  COMP
 GZ0065  MODELED GRAV-     979,865.4   (mgal)                       NAVD 88
 GZ0065
 GZ0065  VERT ORDER  -  SECOND    CLASS 0
 GZ0065
 GZ0065.The horizontal coordinates were scaled from a topographic map and have
 GZ0065.an estimated accuracy of +/- 6 seconds.
 GZ0065
 GZ0065.The orthometric height was determined by differential leveling
 GZ0065.and adjusted by the National Geodetic Survey in June 1991..
 GZ0065
 GZ0065.The geoid height was determined by GEOID03.
 GZ0065
 GZ0065.The dynamic height is computed by dividing the NAVD 88
 GZ0065.geopotential number by the normal gravity value computed on the
 GZ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0065.degrees latitude (g = 980.6199 gals.).
 GZ0065
 GZ0065.The modeled gravity was interpolated from observed gravity values.
 GZ0065
 GZ0065;                    North         East    Units  Estimated Accuracy
 GZ0065;SPC KY1Z     - 1,136,070.    1,627,060.      MT  (+/- 180 meters Scaled)
 GZ0065
 GZ0065                          SUPERSEDED SURVEY CONTROL
 GZ0065
 GZ0065  NGVD 29 (??/??/92)  319.868  (m)         1049.43   (f) ADJ UNCH    2 0
 GZ0065
 GZ0065.Superseded values are not recommended for survey control.
 GZ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0065.See file dsdata.txt to determine how the superseded data were derived.
 GZ0065
 GZ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG374593(NAD 83)
 GZ0065_MARKER: DR = REFERENCE MARK DISK
 GZ0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0065_SP_SET: CONCRETE
 GZ0065_STAMPING: I-75 T-59 NO 1 1962
 GZ0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0065
 GZ0065  HISTORY     - Date     Condition        Report By
 GZ0065  HISTORY     - 1962     MONUMENTED       KYHD
 GZ0065  HISTORY     - 1963     GOOD             PAS
 GZ0065
 GZ0065                          STATION DESCRIPTION
 GZ0065
 GZ0065'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0065'2 MI SW FROM BEREA.
 GZ0065'ABOUT 2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0065'OFFICE IN BEREA, THENCE ABOUT 0.25 MILE NORTH ALONG PRIVATE
 GZ0065'DRIVE TO A GATE ON THE RIGHT, GO THROUGH GATE AND CONTINUE
 GZ0065'NORTHEAST ACROSS PASTURE FOR 0.15 MILE TO A BARN ON HIGHEST
 GZ0065'POINT AND MARK.  IT IS 78 FEET EAST OF THE SOUTHEAST CORNER OF
 GZ0065'BARN, 29.5 FEET WEST OF A 15-INCH WILD CHERRY TREE AND 8 FEET
 GZ0065'EAST OF A 12-INCH SASSAFRAS TREE.  A KENTUCKY DEPARTMENT OF
 GZ0065'HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE FLUSH WITH
 GZ0065'GROUND AND STAMPED I-75 T-59 NO. 1 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0064 ***********************************************************************
 GZ0064  DESIGNATION -  I75 T 59 RM 2
 GZ0064  PID         -  GZ0064
 GZ0064  STATE/COUNTY-  KY/MADISON
 GZ0064  USGS QUAD   -  BEREA (1993)
 GZ0064
 GZ0064                         *CURRENT SURVEY CONTROL
 GZ0064  ___________________________________________________________________
 GZ0064* NAD 83(1986)-  37 33 02.     (N)    084 18 43.     (W)     SCALED    
 GZ0064* NAVD 88     -       320.320  (meters)    1050.92   (feet)  ADJUSTED  
 GZ0064  ___________________________________________________________________
 GZ0064  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ0064  DYNAMIC HT  -         320.078 (meters)    1050.12  (feet)  COMP
 GZ0064  MODELED GRAV-     979,865.4   (mgal)                       NAVD 88
 GZ0064
 GZ0064  VERT ORDER  -  SECOND    CLASS 0
 GZ0064
 GZ0064.The horizontal coordinates were scaled from a topographic map and have
 GZ0064.an estimated accuracy of +/- 6 seconds.
 GZ0064
 GZ0064.The orthometric height was determined by differential leveling
 GZ0064.and adjusted by the National Geodetic Survey in June 1991..
 GZ0064
 GZ0064.The geoid height was determined by GEOID03.
 GZ0064
 GZ0064.The dynamic height is computed by dividing the NAVD 88
 GZ0064.geopotential number by the normal gravity value computed on the
 GZ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0064.degrees latitude (g = 980.6199 gals.).
 GZ0064
 GZ0064.The modeled gravity was interpolated from observed gravity values.
 GZ0064
 GZ0064;                    North         East    Units  Estimated Accuracy
 GZ0064;SPC KY1Z     - 1,136,070.    1,627,060.      MT  (+/- 180 meters Scaled)
 GZ0064
 GZ0064                          SUPERSEDED SURVEY CONTROL
 GZ0064
 GZ0064  NGVD 29 (??/??/92)  320.469  (m)         1051.41   (f) ADJ UNCH    2 0
 GZ0064
 GZ0064.Superseded values are not recommended for survey control.
 GZ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0064.See file dsdata.txt to determine how the superseded data were derived.
 GZ0064
 GZ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG374593(NAD 83)
 GZ0064_MARKER: DR = REFERENCE MARK DISK
 GZ0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0064_SP_SET: CONCRETE
 GZ0064_STAMPING: I-75 T-59 NO 2 1962
 GZ0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0064
 GZ0064  HISTORY     - Date     Condition        Report By
 GZ0064  HISTORY     - 1962     MONUMENTED       KYHD
 GZ0064  HISTORY     - 1963     GOOD             PAS
 GZ0064
 GZ0064                          STATION DESCRIPTION
 GZ0064
 GZ0064'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0064'2 MI SW FROM BEREA.
 GZ0064'ABOUT 2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 25 FROM THE
 GZ0064'POST OFFICE IN BEREA, THENCE ABOUT 0.25 MILE NORTH ALONG
 GZ0064'PRIVATE DRIVE TO A GATE ON THE RIGHT, GO THROUGH GATE AND
 GZ0064'CONTINUE NORTHEAST ACROSS PASTURE FOR 0.15 MILE TO A BARN ON
 GZ0064'HIGHEST POINT AND MARK.  IT IS 7.5 FEET EAST OF THE NORTHWEST
 GZ0064'CORNER OF BARN AND 2.4 FEET NORTH OF THE NORTH FACE OF BARN.
 GZ0064'A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN
 GZ0064'TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-59 NO. 2
 GZ0064'1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0060 ***********************************************************************
 GZ0060  DESIGNATION -  I75 T 60
 GZ0060  PID         -  GZ0060
 GZ0060  STATE/COUNTY-  KY/MADISON
 GZ0060  USGS QUAD   -  BEREA (1993)
 GZ0060
 GZ0060                         *CURRENT SURVEY CONTROL
 GZ0060  ___________________________________________________________________
 GZ0060* NAD 83(1993)-  37 33 46.45252(N)    084 19 03.85592(W)     ADJUSTED  
 GZ0060* NAVD 88     -       322.426  (meters)    1057.83   (feet)  ADJUSTED  
 GZ0060  ___________________________________________________________________
 GZ0060  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 GZ0060  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GZ0060  DYNAMIC HT  -         322.183 (meters)    1057.03  (feet)  COMP
 GZ0060  MODELED GRAV-     979,868.2   (mgal)                       NAVD 88
 GZ0060
 GZ0060  HORZ ORDER  -  SECOND
 GZ0060  VERT ORDER  -  SECOND    CLASS 0
 GZ0060
 GZ0060.The horizontal coordinates were established by classical geodetic methods
 GZ0060.and adjusted by the National Geodetic Survey in December 1995..
 GZ0060
 GZ0060.The orthometric height was determined by differential leveling
 GZ0060.and adjusted by the National Geodetic Survey in June 1991..
 GZ0060
 GZ0060.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0060
 GZ0060.The geoid height was determined by GEOID03.
 GZ0060
 GZ0060.The dynamic height is computed by dividing the NAVD 88
 GZ0060.geopotential number by the normal gravity value computed on the
 GZ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0060.degrees latitude (g = 980.6199 gals.).
 GZ0060
 GZ0060.The modeled gravity was interpolated from observed gravity values.
 GZ0060
 GZ0060;                    North         East     Units Scale Factor Converg.
 GZ0060;SPC KY1Z     - 1,137,431.942 1,626,526.995   MT  0.99991983   +0 52 45.7
 GZ0060;SPC KY1Z     - 3,731,724.63  5,336,363.98   sFT  0.99991983   +0 52 45.7
 GZ0060;SPC KY S     -   637,410.973   626,531.356   MT  0.99995335   +0 52 07.0
 GZ0060;SPC KY S     - 2,091,239.17  2,055,544.96   sFT  0.99995335   +0 52 07.0
 GZ0060;UTM  16      - 4,160,702.091   736,908.752   MT  1.00029138   +1 38 09.4
 GZ0060
 GZ0060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0060!SPC KY1Z     -   0.99995435  x   0.99991983  =   0.99987418
 GZ0060!SPC KY S     -   0.99995435  x   0.99995335  =   0.99990770
 GZ0060!UTM  16      -   0.99995435  x   1.00029138  =   1.00024572
 GZ0060
 GZ0060|---------------------------------------------------------------------|
 GZ0060| PID    Reference Object                     Distance      Geod. Az  |
 GZ0060|                                                           dddmmss.s |
 GZ0060| GZ0059 I75 T 60 RM 1                        10.806 METERS 00237     |
 GZ0060| GZ2885 BEREA COLLEGE WATER TANK            APPROX. 2.7 KM 0625657.0 |
 GZ0060| GZ2886 BEREA DRAPER MEM BLDG SPIRE         APPROX. 2.5 KM 0633649.0 |
 GZ0060| GZ0061 I75 T 60 RM 2                        11.439 METERS 18203     |
 GZ0060| GZ0058 I75 T 60 AZ MK                                     3313041.4 |
 GZ0060|---------------------------------------------------------------------|
 GZ0060
 GZ0060                          SUPERSEDED SURVEY CONTROL
 GZ0060
 GZ0060  NAD 83(1986)-  37 33 46.45952(N)    084 19 03.86203(W) AD(       ) 2
 GZ0060  NAD 27      -  37 33 46.15730(N)    084 19 04.09710(W) AD(       ) 2
 GZ0060  NGVD 29 (??/??/92)  322.575  (m)         1058.31   (f) ADJ UNCH    2 0
 GZ0060
 GZ0060.Superseded values are not recommended for survey control.
 GZ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0060.See file dsdata.txt to determine how the superseded data were derived.
 GZ0060
 GZ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3690960702(NAD 83)
 GZ0060_MARKER: DD = SURVEY DISK
 GZ0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0060_SP_SET: CONCRETE
 GZ0060_STAMPING: I-75 T-60 1962
 GZ0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0060
 GZ0060  HISTORY     - Date     Condition        Report By
 GZ0060  HISTORY     - 1962     MONUMENTED       KYHD
 GZ0060  HISTORY     - 1963     GOOD             PAS
 GZ0060  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 GZ0060
 GZ0060                          STATION DESCRIPTION
 GZ0060
 GZ0060'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1962 (EB)
 GZ0060'STATION IS LOCATED ABOUT 1.5 MILES WEST OF BEREA.  IT IS ON THE
 GZ0060'HIGHEST POINT OF HILL IN AN OPEN PASTURE, ON LAND OWNED BY MR.
 GZ0060'JOHN KILBOURNE.
 GZ0060'
 GZ0060'TO REACH THE STATION FROM THE POST OFFICE IN BEREA, GO WEST ON U.S.
 GZ0060'HIGHWAY NO. 25 FOR 0.65 MILE TO THE JUNCTION OF STATE HIGHWAY
 GZ0060'NO. 21, CONTINUE WEST ON HIGHWAY NO. 21 FOR 0.75 MILE TO A DRIVEWAY
 GZ0060'LEFT AND AZIMUTH MARK ON THE RIGHT, TURN LEFT AND GO SOUTH ON
 GZ0060'DRIVE FOR 0.1 MILE TO MR. KILBOURNES RESIDENCE AND END OF TRUCK
 GZ0060'TRAVEL.  FROM THIS POINT WALK SOUTHEAST ACROSS PASTURE FOR
 GZ0060'APPROXIMATELY 600 FEET TO HIGHEST POINT AND STATION.
 GZ0060'
 GZ0060'STATION MARK IS LOCATED ABOUT 156 FEET NORTHEAST OF KENTUCKY
 GZ0060'UTILITIES POWER TRANSMISSION POLE NO BN-68, 44.5 FEET SOUTH OF
 GZ0060'A 14-INCH WILD CHERRY TREE, 2.0 FEET SOUTHWEST OF METAL WITNESS POST
 GZ0060'AND SIGN AND 1.3 FEET WEST OF WIRE FENCE.  THE MARK IS FLUSH AND THE
 GZ0060'DISK IS STAMPED I-75 T-60 1962.
 GZ0060'
 GZ0060'REFERENCE MARK NO. 1 IS NORTH OF STATION, 9 FEET SOUTH OF A 14-INCH
 GZ0060'WILD CHERRY TREE AND 1.8 FEET WEST OF WIRE FENCE.  THE MARK
 GZ0060'IS FLUSH AND THE DISK IS STAMPED I-75 T-60 NO. 1 1962.
 GZ0060'
 GZ0060'REFERENCE MARK NO. 2 IS SOUTH OF STATION, ABOUT 124 FEET NORTHEAST OF
 GZ0060'K. U. POWER TRANSMISSION POLE NO BN-68, 4.5 FEET SOUTH OF A 5-INCH
 GZ0060'PERSIMMON TREE AND 1.6 FEET WEST OF WIRE FENCE.  THE MARK IS FLUSH
 GZ0060'AND THE DISK IS STAMPED I-75 T-60 NO. 2 1962.
 GZ0060'
 GZ0060'AZIMUTH MARK IS 24 FEET NORTH OF THE CENTER OF HIGHWAY, 12.5 FEET
 GZ0060'WEST OF THE CENTER OF GRAVEL DRIVE NORTH TO MR. E. M.  CENTERS
 GZ0060'RESIDENCE, 3.3 FEET SOUTH OF TELEPHONE POLE NO 16, 2.5 FEET SOUTHEAST
 GZ0060'OF METAL WITNESS POST AND SIGN AND ABOUT 1 FOOT LOWER THAN HIGHWAY.
 GZ0060'THE MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-60 1962.
 GZ0060'
 GZ0060'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 GZ0060'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ0060'
 GZ0060'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GZ0060
 GZ0060                          STATION RECOVERY (1963)
 GZ0060
 GZ0060'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0060'1.4 MI W FROM BEREA.
 GZ0060'ABOUT 0.65 MILE WEST ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0060'OFFICE IN BEREA TO THE JUNCTION OF STATE HIGHWAY NO. 21, THENCE
 GZ0060'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAY NO. 21, THENCE ABOUT
 GZ0060'0.1 MILE SOUTH ALONG PRIVATE DRIVE TO MR. JOHN KILBOURNES
 GZ0060'RESIDENCE.  FROM THIS POINT WALK SOUTHEAST ACROSS PASTURE FOR
 GZ0060'APPROXIMATELY 600 FEET TO HIGHEST POINT OF HILL AND MARK.  IT IS
 GZ0060'ABOUT 156 FEET NORTHEAST OF KENTUCKY UTILITIES POWER TRANSMISSION
 GZ0060'POLE BM-68, 44.5 FEET SOUTH OF A 14-INCH WILD CHERRY TREE,
 GZ0060'2.0 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN AND 1.3 FEET
 GZ0060'WEST OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAY SURVEY
 GZ0060'TABLET SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED
 GZ0060'I-75 T-60 1962.
 GZ0060
 GZ0060                          STATION RECOVERY (1974)
 GZ0060
 GZ0060'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GZ0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0058 ***********************************************************************
 GZ0058  DESIGNATION -  I75 T 60 AZ MK
 GZ0058  PID         -  GZ0058
 GZ0058  STATE/COUNTY-  KY/MADISON
 GZ0058  USGS QUAD   -  BEREA (1993)
 GZ0058
 GZ0058                         *CURRENT SURVEY CONTROL
 GZ0058  ___________________________________________________________________
 GZ0058* NAD 83(1986)-  37 33 55.     (N)    084 19 10.     (W)     SCALED    
 GZ0058* NAVD 88     -       300.604  (meters)     986.23   (feet)  ADJUSTED  
 GZ0058  ___________________________________________________________________
 GZ0058  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GZ0058  DYNAMIC HT  -         300.378 (meters)     985.49  (feet)  COMP
 GZ0058  MODELED GRAV-     979,868.7   (mgal)                       NAVD 88
 GZ0058
 GZ0058  VERT ORDER  -  SECOND    CLASS 0
 GZ0058
 GZ0058.The horizontal coordinates were scaled from a topographic map and have
 GZ0058.an estimated accuracy of +/- 6 seconds.
 GZ0058
 GZ0058.The orthometric height was determined by differential leveling
 GZ0058.and adjusted by the National Geodetic Survey in June 1991..
 GZ0058
 GZ0058.The geoid height was determined by GEOID03.
 GZ0058
 GZ0058.The dynamic height is computed by dividing the NAVD 88
 GZ0058.geopotential number by the normal gravity value computed on the
 GZ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0058.degrees latitude (g = 980.6199 gals.).
 GZ0058
 GZ0058.The modeled gravity was interpolated from observed gravity values.
 GZ0058
 GZ0058;                    North         East    Units  Estimated Accuracy
 GZ0058;SPC KY1Z     - 1,137,690.    1,626,370.      MT  (+/- 180 meters Scaled)
 GZ0058
 GZ0058                          SUPERSEDED SURVEY CONTROL
 GZ0058
 GZ0058  NGVD 29 (??/??/92)  300.753  (m)          986.72   (f) ADJ UNCH    2 0
 GZ0058
 GZ0058.Superseded values are not recommended for survey control.
 GZ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0058.See file dsdata.txt to determine how the superseded data were derived.
 GZ0058
 GZ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG367609(NAD 83)
 GZ0058_MARKER: DZ = AZIMUTH MARK DISK
 GZ0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0058_SP_SET: CONCRETE
 GZ0058_STAMPING: I-75 T-60 1962
 GZ0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0058
 GZ0058  HISTORY     - Date     Condition        Report By
 GZ0058  HISTORY     - 1962     MONUMENTED       KYHD
 GZ0058  HISTORY     - 1963     GOOD             PAS
 GZ0058  HISTORY     - 1985     GOOD             NGS
 GZ0058
 GZ0058                          STATION DESCRIPTION
 GZ0058
 GZ0058'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0058'1.4 MI W FROM BEREA.
 GZ0058'ABOUT 0.65 MILE WEST ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0058'OFFICE IN BEREA TO THE JUNCTION OF STATE HIGHWAY NO. 21, THENCE
 GZ0058'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAY NO. 21, 24 FEET NORTH OF
 GZ0058'THE CENTER OF HIGHWAY, 12.5 FEET WEST OF THE CENTER OF GRAVEL
 GZ0058'DRIVE NORTH TO MR. E.M. CENTERS RESIDENCE, 3.3 FEET SOUTH OF
 GZ0058'TELEPHONE POLE 16, 2.5 FEET SOUTHEAST OF METAL WITNESS POST AND
 GZ0058'SIGN AND ABOUT 1 FOOT LOWER THAN HIGHWAY.  A KENTUCKY DEPARTMENT
 GZ0058'OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF CONCRETE FLUSH WITH
 GZ0058'GROUND AND STAMPED I-75 T-60 1962.
 GZ0058
 GZ0058                          STATION RECOVERY (1985)
 GZ0058
 GZ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0059 ***********************************************************************
 GZ0059  DESIGNATION -  I75 T 60 RM 1
 GZ0059  PID         -  GZ0059
 GZ0059  STATE/COUNTY-  KY/MADISON
 GZ0059  USGS QUAD   -  BEREA (1993)
 GZ0059
 GZ0059                         *CURRENT SURVEY CONTROL
 GZ0059  ___________________________________________________________________
 GZ0059* NAD 83(1986)-  37 33 46.     (N)    084 19 04.     (W)     SCALED    
 GZ0059* NAVD 88     -       321.990  (meters)    1056.40   (feet)  ADJUSTED  
 GZ0059  ___________________________________________________________________
 GZ0059  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GZ0059  DYNAMIC HT  -         321.748 (meters)    1055.60  (feet)  COMP
 GZ0059  MODELED GRAV-     979,868.2   (mgal)                       NAVD 88
 GZ0059
 GZ0059  VERT ORDER  -  SECOND    CLASS 0
 GZ0059
 GZ0059.The horizontal coordinates were scaled from a topographic map and have
 GZ0059.an estimated accuracy of +/- 6 seconds.
 GZ0059
 GZ0059.The orthometric height was determined by differential leveling
 GZ0059.and adjusted by the National Geodetic Survey in June 1991..
 GZ0059
 GZ0059.The geoid height was determined by GEOID03.
 GZ0059
 GZ0059.The dynamic height is computed by dividing the NAVD 88
 GZ0059.geopotential number by the normal gravity value computed on the
 GZ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0059.degrees latitude (g = 980.6199 gals.).
 GZ0059
 GZ0059.The modeled gravity was interpolated from observed gravity values.
 GZ0059
 GZ0059;                    North         East    Units  Estimated Accuracy
 GZ0059;SPC KY1Z     - 1,137,420.    1,626,520.      MT  (+/- 180 meters Scaled)
 GZ0059
 GZ0059                          SUPERSEDED SURVEY CONTROL
 GZ0059
 GZ0059  NGVD 29 (??/??/92)  322.140  (m)         1056.89   (f) ADJ UNCH    2 0
 GZ0059
 GZ0059.Superseded values are not recommended for survey control.
 GZ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0059.See file dsdata.txt to determine how the superseded data were derived.
 GZ0059
 GZ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG369606(NAD 83)
 GZ0059_MARKER: DR = REFERENCE MARK DISK
 GZ0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0059_SP_SET: CONCRETE
 GZ0059_STAMPING: I-75 T-60 NO 1 1962
 GZ0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0059
 GZ0059  HISTORY     - Date     Condition        Report By
 GZ0059  HISTORY     - 1962     MONUMENTED       KYHD
 GZ0059  HISTORY     - 1963     GOOD             PAS
 GZ0059  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 GZ0059
 GZ0059                          STATION DESCRIPTION
 GZ0059
 GZ0059'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0059'1.4 MI W FROM PEREA.
 GZ0059'ABOUT 0.65 MILE WEST ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0059'OFFICE IN BEREA TO THE JUNCTION OF STATE HIGHWAY NO. 21, THENCE
 GZ0059'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAY NO. 21, THENCE ABOUT
 GZ0059'0.1 MILE SOUTH ALONG PRIVATE DRIVE TO MR. JOHN MILBOURNES
 GZ0059'RESIDENCE.  FROM THIS POINT WALK SOUTHEAST ACROSS PASTURE FOR
 GZ0059'APPROXIMATELY 600 FEET TO HIGHEST POINT OF HILL AND MARK.  IT IS
 GZ0059'9 FEET SOUTH OF A 14-INCH WILD CHERRY TREE AND 1.8 FEET
 GZ0059'WEST OF WIRE FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE
 GZ0059'MARK DISK SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED
 GZ0059'I-75 T-60 NO. 1 1962.
 GZ0059
 GZ0059                          STATION RECOVERY (1974)
 GZ0059
 GZ0059'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GZ0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0061 ***********************************************************************
 GZ0061  DESIGNATION -  I75 T 60 RM 2
 GZ0061  PID         -  GZ0061
 GZ0061  STATE/COUNTY-  KY/MADISON
 GZ0061  USGS QUAD   -  BEREA (1993)
 GZ0061
 GZ0061                         *CURRENT SURVEY CONTROL
 GZ0061  ___________________________________________________________________
 GZ0061* NAD 83(1986)-  37 33 46.     (N)    084 19 04.     (W)     SCALED    
 GZ0061* NAVD 88     -       322.546  (meters)    1058.22   (feet)  ADJUSTED  
 GZ0061  ___________________________________________________________________
 GZ0061  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GZ0061  DYNAMIC HT  -         322.303 (meters)    1057.42  (feet)  COMP
 GZ0061  MODELED GRAV-     979,868.2   (mgal)                       NAVD 88
 GZ0061
 GZ0061  VERT ORDER  -  SECOND    CLASS 0
 GZ0061
 GZ0061.The horizontal coordinates were scaled from a topographic map and have
 GZ0061.an estimated accuracy of +/- 6 seconds.
 GZ0061
 GZ0061.The orthometric height was determined by differential leveling
 GZ0061.and adjusted by the National Geodetic Survey in June 1991..
 GZ0061
 GZ0061.The geoid height was determined by GEOID03.
 GZ0061
 GZ0061.The dynamic height is computed by dividing the NAVD 88
 GZ0061.geopotential number by the normal gravity value computed on the
 GZ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0061.degrees latitude (g = 980.6199 gals.).
 GZ0061
 GZ0061.The modeled gravity was interpolated from observed gravity values.
 GZ0061
 GZ0061;                    North         East    Units  Estimated Accuracy
 GZ0061;SPC KY1Z     - 1,137,420.    1,626,520.      MT  (+/- 180 meters Scaled)
 GZ0061
 GZ0061                          SUPERSEDED SURVEY CONTROL
 GZ0061
 GZ0061  NGVD 29 (??/??/92)  322.696  (m)         1058.71   (f) ADJ UNCH    2 0
 GZ0061
 GZ0061.Superseded values are not recommended for survey control.
 GZ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0061.See file dsdata.txt to determine how the superseded data were derived.
 GZ0061
 GZ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG369606(NAD 83)
 GZ0061_MARKER: DR = REFERENCE MARK DISK
 GZ0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0061_SP_SET: CONCRETE
 GZ0061_STAMPING: I-75 T-60 NO 2 1962
 GZ0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0061
 GZ0061  HISTORY     - Date     Condition        Report By
 GZ0061  HISTORY     - 1962     MONUMENTED       KYHD
 GZ0061  HISTORY     - 1963     GOOD             PAS
 GZ0061  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 GZ0061
 GZ0061                          STATION DESCRIPTION
 GZ0061
 GZ0061'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0061'1.4 MI W FROM BEREA.
 GZ0061'ABOUT 0.65 MILE WEST ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0061'OFFICE IN BEREA TO THE JUNCTION OF STATE HIGHWAY NO. 21, THENCE
 GZ0061'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAY NO. 21, THENCE ABOUT
 GZ0061'0.1 MILE SOUTH ALONG PRIVATE DRIVE TO MR. JOHN MILBOURNES
 GZ0061'RESIDENCE.  FROM THIS POINT WALK SOUTHEAST ACROSS PASTURE FOR
 GZ0061'APPROXIMATELY 600 FEET TO HIGHEST POINT OF HILL AND MARK.  IT IS
 GZ0061'ABOUT 124 FEET NORTHEAST OF KENTUCKY UTILITIES POWER TRANSMISSION
 GZ0061'POLE BN-68, 4.5 FEET SOUTH OF A 5-INCH PERSIMMON TREE AND 1.6
 GZ0061'FEET WEST OF WIRE FENCE.  A KENTUCKY DEPARMENT OF HIGHWAYS
 GZ0061'REFERENCE MARK DISK SET IN TOP OF CONCRETE FLUSH WITH GROUND
 GZ0061'AND STAMPED I-75 T-60 NO. 2 1962.
 GZ0061
 GZ0061                          STATION RECOVERY (1974)
 GZ0061
 GZ0061'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GZ0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0055 ***********************************************************************
 GZ0055  DESIGNATION -  I75 T 61
 GZ0055  PID         -  GZ0055
 GZ0055  STATE/COUNTY-  KY/MADISON
 GZ0055  USGS QUAD   -  BEREA (1993)
 GZ0055
 GZ0055                         *CURRENT SURVEY CONTROL
 GZ0055  ___________________________________________________________________
 GZ0055* NAD 83(1993)-  37 34 41.30246(N)    084 18 55.51413(W)     ADJUSTED  
 GZ0055* NAVD 88     -       319.363  (meters)    1047.78   (feet)  ADJUSTED  
 GZ0055  ___________________________________________________________________
 GZ0055  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 GZ0055  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GZ0055  DYNAMIC HT  -         319.123 (meters)    1046.99  (feet)  COMP
 GZ0055  MODELED GRAV-     979,870.5   (mgal)                       NAVD 88
 GZ0055
 GZ0055  HORZ ORDER  -  SECOND
 GZ0055  VERT ORDER  -  SECOND    CLASS 0
 GZ0055
 GZ0055.The horizontal coordinates were established by classical geodetic methods
 GZ0055.and adjusted by the National Geodetic Survey in December 1995..
 GZ0055
 GZ0055.The orthometric height was determined by differential leveling
 GZ0055.and adjusted by the National Geodetic Survey in June 1991..
 GZ0055
 GZ0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0055
 GZ0055.The geoid height was determined by GEOID03.
 GZ0055
 GZ0055.The dynamic height is computed by dividing the NAVD 88
 GZ0055.geopotential number by the normal gravity value computed on the
 GZ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0055.degrees latitude (g = 980.6199 gals.).
 GZ0055
 GZ0055.The modeled gravity was interpolated from observed gravity values.
 GZ0055
 GZ0055;                    North         East     Units Scale Factor Converg.
 GZ0055;SPC KY1Z     - 1,139,125.779 1,626,705.686   MT  0.99991842   +0 52 50.8
 GZ0055;SPC KY1Z     - 3,737,281.83  5,336,950.24   sFT  0.99991842   +0 52 50.8
 GZ0055;SPC KY S     -   639,104.836   626,710.372   MT  0.99995444   +0 52 12.1
 GZ0055;SPC KY S     - 2,096,796.45  2,056,132.28   sFT  0.99995444   +0 52 12.1
 GZ0055;UTM  16      - 4,162,398.773   737,065.112   MT  1.00029230   +1 38 16.6
 GZ0055
 GZ0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0055!SPC KY1Z     -   0.99995484  x   0.99991842  =   0.99987326
 GZ0055!SPC KY S     -   0.99995484  x   0.99995444  =   0.99990928
 GZ0055!UTM  16      -   0.99995484  x   1.00029230  =   1.00024713
 GZ0055
 GZ0055:                Primary Azimuth Mark                     Grid Az
 GZ0055:SPC KY1Z     -  BEREA COLLEGE WATER TANK                 100 43 44.5
 GZ0055:SPC KY S     -  BEREA COLLEGE WATER TANK                 100 44 23.2
 GZ0055:UTM  16      -  BEREA COLLEGE WATER TANK                 099 58 18.7
 GZ0055
 GZ0055|---------------------------------------------------------------------|
 GZ0055| PID    Reference Object                     Distance      Geod. Az  |
 GZ0055|                                                           dddmmss.s |
 GZ0055| GZ2885 BEREA COLLEGE WATER TANK            APPROX. 2.3 KM 1013635.3 |
 GZ0055| GZ2886 BEREA DRAPER MEM BLDG SPIRE         APPROX. 2.1 KM 1054035.1 |
 GZ0055| GZ2887 BEREA PHELPS STOKES CHAPEL TWR      APPROX. 2.2 KM 1093843.7 |
 GZ0055| GZ0054 I75 T 61 AZ MK                                     1102833.5 |
 GZ0055| GZ0056 I75 T 61 RM 1                        13.977 METERS 12707     |
 GZ0055| GZ0057 I75 T 61 RM 2                        13.090 METERS 28156     |
 GZ0055|---------------------------------------------------------------------|
 GZ0055
 GZ0055                          SUPERSEDED SURVEY CONTROL
 GZ0055
 GZ0055  NAD 83(1986)-  37 34 41.30940(N)    084 18 55.52018(W) AD(       ) 2
 GZ0055  NAD 27      -  37 34 41.00720(N)    084 18 55.75730(W) AD(       ) 2
 GZ0055  NGVD 29 (??/??/92)  319.512  (m)         1048.27   (f) ADJ UNCH    2 0
 GZ0055
 GZ0055.Superseded values are not recommended for survey control.
 GZ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0055.See file dsdata.txt to determine how the superseded data were derived.
 GZ0055
 GZ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3706562399(NAD 83)
 GZ0055_MARKER: DD = SURVEY DISK
 GZ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0055_SP_SET: CONCRETE
 GZ0055_STAMPING: I-75 T-61 1962
 GZ0055_MARK LOGO: KYHD  
 GZ0055_PROJECTION: FLUSH
 GZ0055_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0055
 GZ0055  HISTORY     - Date     Condition        Report By
 GZ0055  HISTORY     - 1962     MONUMENTED       KYHD
 GZ0055  HISTORY     - 1963     GOOD             PAS
 GZ0055  HISTORY     - 1985     GOOD             NGS
 GZ0055  HISTORY     - 1988     GOOD             LOCENG
 GZ0055  HISTORY     - 19880827 GOOD             LOCENG
 GZ0055
 GZ0055                          STATION DESCRIPTION
 GZ0055
 GZ0055'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1962 (EB)
 GZ0055'STATION IS LOCATED ABOUT 1.2 MILES NORTHWEST OF BEREA.  IT IS NEAR AN
 GZ0055'OLD CEMETERY ON THE NORTHEAST END OF A LONG RIDGE IN AN OPEN PASTURE
 GZ0055'AND ON LAND OWNED BY MR. FRED WILLIAMS.
 GZ0055'
 GZ0055'TO REACH THE STATION FROM THE POST OFFICE IN BEREA, GO WEST ON U. S.
 GZ0055'HIGHWAY NO. 25 FOR 0.3 MILE TO BROADWAY STREET RIGHT, TURN RIGHT
 GZ0055'AND GO NORTH ON BROADWAY FOR 0.35 MILE TO CROSSROADS, TURN LEFT AND
 GZ0055'GO WEST ON JEFFERSON STREET FOR 0.4 MILE TO A GRAVEL STREET
 GZ0055'RIGHT (*), CONTINUE WEST ON JEFFERSON STREET FOR 0.5 MILE TO A DRIVE
 GZ0055'RIGHT, TURN RIGHT AND GO NORTH ON DRIVE FOR 0.1 MILE TO A TWO STORY
 GZ0055'DWELLING AND END OF TRUCK TRAVEL.  FROM THIS POINT WALK NORTH
 GZ0055'ACROSS PASTURE FOR APPROXIMATELY 900 FEET TO TOP OF RIDGE AND
 GZ0055'STATION.
 GZ0055'
 GZ0055'(*) TO REACH AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO NORTH ON
 GZ0055'GRAVEL STREET TO THE WEST SIDE BAPTIST CHURCH ON RIGHT AND MARK.
 GZ0055'
 GZ0055'STATION MARK IS LOCATED 80.5 FEET EAST OF A 15-INCH HICKORY TREE, 59
 GZ0055'FEET SOUTHWEST OF A 30-INCH HACKBERRY TREE, 32 FEET SOUTH OF
 GZ0055'NORTHWEST FENCE CORNER AROUND OLD CEMETERY, 13.2 FEET SOUTHWEST OF
 GZ0055'METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH AND THE DISK IS
 GZ0055'STAMPED I-75 T-61 1962.
 GZ0055'
 GZ0055'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 41 FEET SOUTH OF AN
 GZ0055'8-INCH CEDAR TREE AND 19.5 FEET NORTHWEST OF A 14-INCH
 GZ0055'HACKBERRY TREE AT SOUTHWEST CORNER OF CEMETERY.  THE MARK IS FLUSH
 GZ0055'AND THE DISK IS STAMPED I-75 T-61 NO. 1 1962.
 GZ0055'
 GZ0055'REFERENCE MARK NO. 2 IS WEST OF STATION.  39 FEET EAST OF A 14-INCH
 GZ0055'HICKORY TREE AND 1.3 FEET SOUTHEAST OF WIRE FENCE.  THE MARK
 GZ0055'IS FLUSH AND THE DISK IS STAMPED I-75 T-61 NO. 2 1962.
 GZ0055'
 GZ0055'AZIMUTH MARK IS AT THE FRONT ENTRANCE TO THE WEST SIDE BAPTIST
 GZ0055'CHURCH, 39 FEET EAST OF THE CENTER OF STREET, 17 FEET NORTHWEST
 GZ0055'OF THE SOUTHWEST CORNER OF CHURCH AND 3.3 FEET NORTH OF NORTH EDGE OF
 GZ0055'SIDE WALK TO SIDE ENTRANCE.  THE MARK IS FLUSH AND THE DISK IS
 GZ0055'STAMPED I-75 T-61 1962.
 GZ0055'
 GZ0055'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 GZ0055'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ0055'
 GZ0055'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GZ0055
 GZ0055                          STATION RECOVERY (1963)
 GZ0055
 GZ0055'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0055'1.2 MI NW FROM BEREA.
 GZ0055'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0055'OFFICE IN BEREA, THENCE ABOUT 0.35 MILE NORTH ALONG BROADWAY
 GZ0055'STREET, THENCE ABOUT 0.9 MILE WEST ALONG JEFFERSON STREET TO A
 GZ0055'DRIVE RIGHT, THENCE ABOUT 0.1 MILE NORTH ON DRIVE TO A TWO
 GZ0055'STORY DWELLING, THENCE WALK NORTH ACROSS PASTURE FOR APPROXIMATELY
 GZ0055'900 FEET TO TOP OF RIDGE AND MARK.  IT IS LOCATED ON THE
 GZ0055'NORTHEAST END OF RIDGE AT AN OLD CEMETERY, 80.5 FEET EAST OF
 GZ0055'A 15-INCH HICKORY TREE, 59 FEET SOUTHWEST OF A 30-INCH HACKBERRY
 GZ0055'TREE, 32 FEET SOUTH OF NORTHWEST FENCE CORNER AROUND OLD CEMETERY
 GZ0055'AND 13.2 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.  A
 GZ0055'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF
 GZ0055'CONCRETE, FLUSH WITH GROUND AND STAMPED I-75 T-61 1962.
 GZ0055
 GZ0055                          STATION RECOVERY (1985)
 GZ0055
 GZ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ0055'RECOVERED IN GOOD CONDITION.
 GZ0055
 GZ0055                          STATION RECOVERY (1988)
 GZ0055
 GZ0055'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (UNK)
 GZ0055'RECOVERED IN GOOD CONDITION.
 GZ0055
 GZ0055                          STATION RECOVERY (1988)
 GZ0055
 GZ0055'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (ERP)
 GZ0055'THE STATION MARK RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.  THE
 GZ0055'AZ MK WAS DESTROYED WHEN THE CHURCH WAS REMODELED.  ALL DISTANCES AND
 GZ0055'DIRECTIONS CHECKED EXCEPT THE DIRECTION TO RM 2 WHICH DIFFERED FROM
 GZ0055'PREVIOUS DATA BY 3 MNUTES AND 30 SECONDS.  AZ MK 2 WAS ESTABLISHED. A
 GZ0055'NEW DESCRIPTION FOLLOWS.
 GZ0055'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) WEST OF BEREA 1.0 KM
 GZ0055'(0.60 MI) NORTH OF THE JUNCTION OF INTERSTATE 75 AND STATE ROUTE 21 AT
 GZ0055'THE SOUTH EDGE OF A RUN-DOWN CEMETARY IN A PASTURE AND ON LAND OWNED
 GZ0055'BY WESLEY WILLIAMS.  TO REACH THE STATION FROM THE JUNCTION OF
 GZ0055'INTERSTATE 75 AND STATE ROUTE 21 GO WEST 0.5 KM (0.30 MI) ON ROUTE 21
 GZ0055'TO DOGWOOD DRIVE THEN NORTH 1.0 KM (0.60 MI) ON DOGWOOD DRIVE TO A
 GZ0055'PAVED ROAD ON THE RIGHT AND A BRICK HOUSE DIRECTLY NORTH OF THE
 GZ0055'INTERSECTION WHERE MR WILLIAMS LIVES. THE STATION IS ABOUT 0.3 KM
 GZ0055'(0.20 MI) EAST NORTHEAST OF THE HOUSE ACROSS A PASTURE AND CAN BE
 GZ0055'DRIVEN TO WITH MR WILLIAMS PERMISSION.
 GZ0055'THE STATION IS A STANDARD KY HD DISK STAMPED--I-75 T-61 1962--, SET
 GZ0055'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (25 CM) IN
 GZ0055'DIAMETER FLUSH WITH GROUND.  THE STATION IS LOCATED 30.2 METERS (99.1
 GZ0055'FT) WEST SOUTHWEST FROM THE TOMB STONE OF BENJAMIN VAUGHN 24.7 METERS
 GZ0055'(81.0 FT) EAST FROM A 20 INCH HICKORY FENCE 6.1 METERS (20.0 FT) SOUTH
 GZ0055'FROM A WIRE FENCE 4.0 METERS (13.1 FT) SOUTHWEST FROM A WITNESS POST.
 GZ0055'REFERENCE MARK NO 1 IS A STANDARD KYHD DISK STAMPED--I 75 T 61 NO 1
 GZ0055'1962--.  THE STATION IS LOCATED 18.1 METERS (59.4 FT) SOUTH SOUTHWEST
 GZ0055'FROM THE TOMB STONE OF BENJAMIN VAUGHN 13.4 METERS (44.0 FT) SOUTHEAST
 GZ0055'FROM A WITNESS POST 2.6 METERS (8.5 FT) NORTHWEST FROM A 15 CM (6
 GZ0055'INCH) CEDAR TREE AND 0.5 METER (1.6 FT) LOWER THAN THE STATION.
 GZ0055'REFERENCE MARK NO 2 IS A STANDARD KYHD DISK STAMPED--I 75 T 61 NO 2
 GZ0055'1962--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (25
 GZ0055'CM) IN DIAMETER FLUSH WITH GROUND.  THE STATION IS LOCATED 31.5 METERS
 GZ0055'(103.3 FT) WEST FROM THE TOMB STONE OF BENJAMIN VAUGHN 16.0 METERS
 GZ0055'(52.5 FT) WEST FROM A WITNESS POST, 11.9 METERS (39.0 FT) EAST FROM A
 GZ0055'50 CM (20 INCH) HICKORY TREE, 0.46 METER (1.51 FT) SOUTH FROM A WIRE
 GZ0055'FENCE AND 0.3 METER (1.0 FT) LOWER THAN THE STATION. AZIMUTH MARK NO 2
 GZ0055'IS A STANDARD NGS DISK STAMPED---I-75 T-61 1962 NO 2 1985---, SET INTO
 GZ0055'THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF THE STATE ROUTE 21
 GZ0055'BRIDGE OVER INTERSTATE 75.  THE STATION IS LOCATED 1.1 METERS (3.6 FT)
 GZ0055'WEST FROM THE EAST EDGE OF THE ABUTMENT, 0.5 METERS (1.6 FT) NORTH
 GZ0055'FROM THE BARRIER WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0054 ***********************************************************************
 GZ0054  DESIGNATION -  I75 T 61 AZ MK
 GZ0054  PID         -  GZ0054
 GZ0054  STATE/COUNTY-  KY/MADISON
 GZ0054  USGS QUAD   -  BEREA (1993)
 GZ0054
 GZ0054                         *CURRENT SURVEY CONTROL
 GZ0054  ___________________________________________________________________
 GZ0054* NAD 83(1986)-  37 34 29.     (N)    084 18 19.     (W)     SCALED    
 GZ0054* NAVD 88     -       295.445  (meters)     969.31   (feet)  ADJUSTED  
 GZ0054  ___________________________________________________________________
 GZ0054  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GZ0054  DYNAMIC HT  -         295.222 (meters)     968.57  (feet)  COMP
 GZ0054  MODELED GRAV-     979,869.6   (mgal)                       NAVD 88
 GZ0054
 GZ0054  VERT ORDER  -  SECOND    CLASS 0
 GZ0054
 GZ0054.The horizontal coordinates were scaled from a topographic map and have
 GZ0054.an estimated accuracy of +/- 6 seconds.
 GZ0054
 GZ0054.The orthometric height was determined by differential leveling
 GZ0054.and adjusted by the National Geodetic Survey in June 1991..
 GZ0054
 GZ0054.The geoid height was determined by GEOID03.
 GZ0054
 GZ0054.The dynamic height is computed by dividing the NAVD 88
 GZ0054.geopotential number by the normal gravity value computed on the
 GZ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0054.degrees latitude (g = 980.6199 gals.).
 GZ0054
 GZ0054.The modeled gravity was interpolated from observed gravity values.
 GZ0054
 GZ0054;                    North         East    Units  Estimated Accuracy
 GZ0054;SPC KY1Z     - 1,138,760.    1,627,610.      MT  (+/- 180 meters Scaled)
 GZ0054
 GZ0054                          SUPERSEDED SURVEY CONTROL
 GZ0054
 GZ0054  NGVD 29 (??/??/92)  295.593  (m)          969.79   (f) ADJ UNCH    2 0
 GZ0054
 GZ0054.Superseded values are not recommended for survey control.
 GZ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0054.See file dsdata.txt to determine how the superseded data were derived.
 GZ0054
 GZ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG379620(NAD 83)
 GZ0054_MARKER: DZ = AZIMUTH MARK DISK
 GZ0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0054_SP_SET: SIDEWALK
 GZ0054_STAMPING: I-75 T-61 1962
 GZ0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0054
 GZ0054  HISTORY     - Date     Condition        Report By
 GZ0054  HISTORY     - 1962     MONUMENTED       KYHD
 GZ0054  HISTORY     - 1963     GOOD             PAS
 GZ0054
 GZ0054                          STATION DESCRIPTION
 GZ0054
 GZ0054'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0054'0.7 MI NW FROM BEREA.
 GZ0054'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0054'OFFICE IN BEREA, THENCE ABOUT 0.35 MILE NORTH ALONG BROADWAY
 GZ0054'STREET, THENCE ABOUT 0.4 MILE WEST ALONG JEFFERSON STREET,
 GZ0054'THENCE ABOUT 0.15 MILE NORTH ALONG A GRAVEL STREET, AT THE
 GZ0054'FRONT ENTRANCE TO THE WEST SIDE BAPTIST CHURCH, 39 FEET EAST OF
 GZ0054'THE CENTER OF STREET, 17 FEET NORTHWEST OF THE SOUTHWEST CORNER
 GZ0054'OF CHURCH AND 3.3 FEET NORTH OF THE NORTH EDGE OF SIDEWALK TO
 GZ0054'SIDE ENTRANCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK
 GZ0054'DISK SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75
 GZ0054'T-61 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0056 ***********************************************************************
 GZ0056  DESIGNATION -  I75 T 61 RM 1
 GZ0056  PID         -  GZ0056
 GZ0056  STATE/COUNTY-  KY/MADISON
 GZ0056  USGS QUAD   -  BEREA (1993)
 GZ0056
 GZ0056                         *CURRENT SURVEY CONTROL
 GZ0056  ___________________________________________________________________
 GZ0056* NAD 83(1986)-  37 34 41.     (N)    084 18 55.     (W)     SCALED    
 GZ0056* NAVD 88     -       318.828  (meters)    1046.02   (feet)  ADJUSTED  
 GZ0056  ___________________________________________________________________
 GZ0056  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GZ0056  DYNAMIC HT  -         318.589 (meters)    1045.24  (feet)  COMP
 GZ0056  MODELED GRAV-     979,870.5   (mgal)                       NAVD 88
 GZ0056
 GZ0056  VERT ORDER  -  SECOND    CLASS 0
 GZ0056
 GZ0056.The horizontal coordinates were scaled from a topographic map and have
 GZ0056.an estimated accuracy of +/- 6 seconds.
 GZ0056
 GZ0056.The orthometric height was determined by differential leveling
 GZ0056.and adjusted by the National Geodetic Survey in June 1991..
 GZ0056
 GZ0056.The geoid height was determined by GEOID03.
 GZ0056
 GZ0056.The dynamic height is computed by dividing the NAVD 88
 GZ0056.geopotential number by the normal gravity value computed on the
 GZ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0056.degrees latitude (g = 980.6199 gals.).
 GZ0056
 GZ0056.The modeled gravity was interpolated from observed gravity values.
 GZ0056
 GZ0056;                    North         East    Units  Estimated Accuracy
 GZ0056;SPC KY1Z     - 1,139,120.    1,626,720.      MT  (+/- 180 meters Scaled)
 GZ0056
 GZ0056                          SUPERSEDED SURVEY CONTROL
 GZ0056
 GZ0056  NGVD 29 (??/??/92)  318.978  (m)         1046.51   (f) ADJ UNCH    2 0
 GZ0056
 GZ0056.Superseded values are not recommended for survey control.
 GZ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0056.See file dsdata.txt to determine how the superseded data were derived.
 GZ0056
 GZ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG370623(NAD 83)
 GZ0056_MARKER: DR = REFERENCE MARK DISK
 GZ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0056_SP_SET: CONCRETE
 GZ0056_STAMPING: I-75 T-61 NO 1 1962
 GZ0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0056
 GZ0056  HISTORY     - Date     Condition        Report By
 GZ0056  HISTORY     - 1962     MONUMENTED       KYHD
 GZ0056  HISTORY     - 1963     GOOD             PAS
 GZ0056  HISTORY     - 1985     GOOD             NGS
 GZ0056
 GZ0056                          STATION DESCRIPTION
 GZ0056
 GZ0056'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0056'1.2 MI NW FROM BEREA.
 GZ0056'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0056'OFFICE IN BEREA, THENCE ABOUT 0.35 MILE NORTH ALONG BROADWAY
 GZ0056'STREET, THENCE ABOUT 0.9 MILE WEST ALONG JEFFERSON STREET TO A
 GZ0056'DRIVE RIGHT, THENCE ABOUT 0.1 MILE NORTH ALONG DRIVE TO A TWO
 GZ0056'STORY DWELLING, THENCE WALK NORTH ACROSS PASTURE FOR APPROXIMATELY
 GZ0056'900 FEET TO TOP OF RIDGE AND MARK.  IT IS LOCATED AT THE
 GZ0056'SOUTHWEST CORNER OF AN OLD CEMETERY, 41 FEET SOUTH OF AN 8-INCH
 GZ0056'CEDAR TREE AND 19.5 FEET NORTHWEST OF A 14-INCH HACKBERRY TREE.
 GZ0056'A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN
 GZ0056'TOP OF CONCRETE, FLUSH WITH GROUND AND STAMPED I-75 T-61 NO. 1
 GZ0056'1962.
 GZ0056
 GZ0056                          STATION RECOVERY (1985)
 GZ0056
 GZ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0057 ***********************************************************************
 GZ0057  DESIGNATION -  I75 T 61 RM 2
 GZ0057  PID         -  GZ0057
 GZ0057  STATE/COUNTY-  KY/MADISON
 GZ0057  USGS QUAD   -  BEREA (1993)
 GZ0057
 GZ0057                         *CURRENT SURVEY CONTROL
 GZ0057  ___________________________________________________________________
 GZ0057* NAD 83(1986)-  37 34 41.     (N)    084 18 55.     (W)     SCALED    
 GZ0057* NAVD 88     -       319.197  (meters)    1047.23   (feet)  ADJUSTED  
 GZ0057  ___________________________________________________________________
 GZ0057  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GZ0057  DYNAMIC HT  -         318.957 (meters)    1046.44  (feet)  COMP
 GZ0057  MODELED GRAV-     979,870.5   (mgal)                       NAVD 88
 GZ0057
 GZ0057  VERT ORDER  -  SECOND    CLASS 0
 GZ0057
 GZ0057.The horizontal coordinates were scaled from a topographic map and have
 GZ0057.an estimated accuracy of +/- 6 seconds.
 GZ0057
 GZ0057.The orthometric height was determined by differential leveling
 GZ0057.and adjusted by the National Geodetic Survey in June 1991..
 GZ0057
 GZ0057.The geoid height was determined by GEOID03.
 GZ0057
 GZ0057.The dynamic height is computed by dividing the NAVD 88
 GZ0057.geopotential number by the normal gravity value computed on the
 GZ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0057.degrees latitude (g = 980.6199 gals.).
 GZ0057
 GZ0057.The modeled gravity was interpolated from observed gravity values.
 GZ0057
 GZ0057;                    North         East    Units  Estimated Accuracy
 GZ0057;SPC KY1Z     - 1,139,120.    1,626,720.      MT  (+/- 180 meters Scaled)
 GZ0057
 GZ0057                          SUPERSEDED SURVEY CONTROL
 GZ0057
 GZ0057  NGVD 29 (??/??/92)  319.346  (m)         1047.72   (f) ADJ UNCH    2 0
 GZ0057
 GZ0057.Superseded values are not recommended for survey control.
 GZ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0057.See file dsdata.txt to determine how the superseded data were derived.
 GZ0057
 GZ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG370623(NAD 83)
 GZ0057_MARKER: DR = REFERENCE MARK DISK
 GZ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0057_SP_SET: CONCRETE
 GZ0057_STAMPING: I-75 T-61 NO 2 1962
 GZ0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0057
 GZ0057  HISTORY     - Date     Condition        Report By
 GZ0057  HISTORY     - 1962     MONUMENTED       KYHD
 GZ0057  HISTORY     - 1963     GOOD             PAS
 GZ0057  HISTORY     - 1985     GOOD             NGS
 GZ0057
 GZ0057                          STATION DESCRIPTION
 GZ0057
 GZ0057'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0057'1.2 MI NW FROM BEREA.
 GZ0057'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY NO. 25 FROM THE POST
 GZ0057'OFFICE IN BEREA, THENCE ABOUT 0.35 MILE NORTH ALONG BROADWAY
 GZ0057'STREET, THENCE ABOUT 0.9 MILE WEST ALONG JEFFERSON STREET TO A
 GZ0057'DRIVE RIGHT, THENCE ABOUT 0.1 MILE NORTH ON DRIVE TO A TWO
 GZ0057'STORY DWELLING, THENCE WALK NORTH ACROSS PASTURE FOR APPROXIMATELY
 GZ0057'900 FEET TO TOP OF RIDGE AND MARK.  IT IS LOCATED NEAR THE
 GZ0057'NORTHWEST CORNER OF AN OLD CEMETERY, 39 FEET EAST OF A 14-INCH
 GZ0057'HICKORY TREE AND 1.3 FEET SOUTHEAST OF WIRE FENCE.  A KENTUCKY
 GZ0057'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN TOP OF CONCRETE
 GZ0057'FLUSH WITH GROUND AND STAMPED I-75 T-61 NO. 2 1962.
 GZ0057
 GZ0057                          STATION RECOVERY (1985)
 GZ0057
 GZ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2890 ***********************************************************************
 GZ2890  DESIGNATION -  I75 T 62
 GZ2890  PID         -  GZ2890
 GZ2890  STATE/COUNTY-  KY/MADISON
 GZ2890  USGS QUAD   -  BEREA (1993)
 GZ2890
 GZ2890                         *CURRENT SURVEY CONTROL
 GZ2890  ___________________________________________________________________
 GZ2890* NAD 83(1993)-  37 35 48.74298(N)    084 18 23.24104(W)     ADJUSTED  
 GZ2890* NAVD 88     -       298.4    (meters)     979.     (feet)  VERTCON   
 GZ2890  ___________________________________________________________________
 GZ2890  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 GZ2890  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GZ2890
 GZ2890  HORZ ORDER  -  SECOND
 GZ2890
 GZ2890.The horizontal coordinates were established by classical geodetic methods
 GZ2890.and adjusted by the National Geodetic Survey in December 1995..
 GZ2890
 GZ2890.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2890
 GZ2890.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2890
 GZ2890.The geoid height was determined by GEOID03.
 GZ2890
 GZ2890;                    North         East     Units Scale Factor Converg.
 GZ2890;SPC KY1Z     - 1,141,216.773 1,627,465.254   MT  0.99991678   +0 53 10.6
 GZ2890;SPC KY1Z     - 3,744,142.03  5,339,442.25   sFT  0.99991678   +0 53 10.6
 GZ2890;SPC KY S     -   641,195.765   627,470.362   MT  0.99995588   +0 52 31.6
 GZ2890;SPC KY S     - 2,103,656.44  2,058,625.68   sFT  0.99995588   +0 52 31.6
 GZ2890;UTM  16      - 4,164,500.418   737,797.245   MT  1.00029658   +1 38 38.8
 GZ2890
 GZ2890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2890!SPC KY1Z     -   0.99995813  x   0.99991678  =   0.99987491
 GZ2890!SPC KY S     -   0.99995813  x   0.99995588  =   0.99991401
 GZ2890!UTM  16      -   0.99995813  x   1.00029658  =   1.00025470
 GZ2890
 GZ2890:                Primary Azimuth Mark                     Grid Az
 GZ2890:SPC KY1Z     -  I75 T 62 AZ MK                           073 12 59.6
 GZ2890:SPC KY S     -  I75 T 62 AZ MK                           073 13 38.6
 GZ2890:UTM  16      -  I75 T 62 AZ MK                           072 27 31.4
 GZ2890
 GZ2890|---------------------------------------------------------------------|
 GZ2890| PID    Reference Object                     Distance      Geod. Az  |
 GZ2890|                                                           dddmmss.s |
 GZ2890| DC2374 I75 T 62 AZ MK                                     0740610.2 |
 GZ2890| DC2375 I75 T 62 RM 1                         7.894 METERS 12110     |
 GZ2890| DC2376 I75 T 62 RM 2                        11.690 METERS 28746     |
 GZ2890|---------------------------------------------------------------------|
 GZ2890
 GZ2890                          SUPERSEDED SURVEY CONTROL
 GZ2890
 GZ2890  NAD 83(1986)-  37 35 48.74999(N)    084 18 23.24694(W) AD(       ) 2
 GZ2890  NAD 27      -  37 35 48.44930(N)    084 18 23.48670(W) AD(       ) 2
 GZ2890  NGVD 29 (07/19/86)  298.6    (m)          980.     (f) VERT ANG       
 GZ2890
 GZ2890.Superseded values are not recommended for survey control.
 GZ2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2890.See file dsdata.txt to determine how the superseded data were derived.
 GZ2890
 GZ2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3779764500(NAD 83)
 GZ2890_MARKER: DD = SURVEY DISK
 GZ2890_SETTING: 0 = UNSPECIFIED SETTING
 GZ2890
 GZ2890  HISTORY     - Date     Condition        Report By
 GZ2890  HISTORY     - 1962     MONUMENTED       KYHD
 GZ2890
 GZ2890                          STATION DESCRIPTION
 GZ2890
 GZ2890'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1962 (EB)
 GZ2890'STATION IS LOCATED ABOUT 2 MILES NORTH OF BEREA, ON LAND OWNED BY MR.
 GZ2890'ROBERT ROSS.
 GZ2890'
 GZ2890'TO REACH THE STATION FROM THE POST OFFICE IN BEREA, GO NORTHEAST ON
 GZ2890'U. S. HIGHWAY NO. 25 FOR 0.45 MILE TO THE JUNCTION OF
 GZ2890'STATE HIGHWAY NO. 595, TURN LEFT AND GO NORTHWEST ON HIGHWAY 595 FOR
 GZ2890'1.5 MILES TO RAILROAD CROSSING AT MIDDLETOWN, *CONTINUE
 GZ2890'NORTHWEST ON HIGHWAY 595 FOR 0.45 MILE TO ROBERT ROSS RESIDENCE ON
 GZ2890'RIGHT AND STATION.
 GZ2890'
 GZ2890'*TO REACH THE AZIMUTH MARK FROM THIS POINT, WALK NORTH ALONG THE L
 GZ2890'AND N RAILROAD FOR APPROXIMATELY 0.45 MILE TO MARK ON RIGHT.
 GZ2890'
 GZ2890'STATION MARK IS LOCATED ABOUT 145 FEET NORTH-NORTHEAST OF THE
 GZ2890'NORTHEAST CORNER OF ROSS RESIDENCE, 27.5 FEET WEST OF FENCE
 GZ2890'CORNER, 2.4 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN AND 1.7
 GZ2890'FEET SOUTH OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 GZ2890'STAMPED I-75 T-62 1962.
 GZ2890'
 GZ2890'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 9.5 FEET SOUTH OF FENCE
 GZ2890'CORNER AND 1.5 FEET WEST OF WIRE FENCE.  THE MARK IS FLUSH AND
 GZ2890'THE DISK IS STAMPED I-75 T-62 NO. 1 1962.
 GZ2890'
 GZ2890'REFERENCE MARK NO. 2 IS WEST OF STATION, 15 FEET EAST OF FENCE
 GZ2890'CORNER, AND 1.4 FEET SOUTH OF WIRE FENCE.  THE MARK IS FLUSH
 GZ2890'AND THE DISK IS STAMPED I-75 T-62 NO. 2 1962.
 GZ2890'
 GZ2890'AZIMUTH MARK IS ABOUT 440 FEET NORTH OF MILEPOST L 240-C130 39 FEET
 GZ2890'SOUTH OF FENCE CORNER, 35 FEET EAST OF THE EAST RAIL OF NORTH
 GZ2890'BOUND TRACK, 6.3 FEET WEST OF WIRE FENCE, 2.3 FEET WEST OF METAL
 GZ2890'WITNESS POST AND SIGN AND ABOUT 1 FOOT HIGHER THAN TRACKS.  THE
 GZ2890'MARK IS SET IN TOP OF A 5-INCH CAST IRON PIPE FILLED WITH CONCRETE
 GZ2890'AND PROJECTING 3-INCHES.  THE DISK IS STAMPED I-75 T-62 1962.
 GZ2890'
 GZ2890'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 GZ2890'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2890'
 GZ2890'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2873 ***********************************************************************
 GZ2873  DESIGNATION -  I75 T 63
 GZ2873  PID         -  GZ2873
 GZ2873  STATE/COUNTY-  KY/MADISON
 GZ2873  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ2873
 GZ2873                         *CURRENT SURVEY CONTROL
 GZ2873  ___________________________________________________________________
 GZ2873* NAD 83(1993)-  37 37 35.51369(N)    084 17 29.35565(W)     ADJUSTED  
 GZ2873* NAVD 88     -       305.6    (meters)    1003.     (feet)  VERTCON   
 GZ2873  ___________________________________________________________________
 GZ2873  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 GZ2873  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GZ2873
 GZ2873  HORZ ORDER  -  SECOND
 GZ2873
 GZ2873.The horizontal coordinates were established by classical geodetic methods
 GZ2873.and adjusted by the National Geodetic Survey in December 1995..
 GZ2873
 GZ2873.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2873
 GZ2873.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2873
 GZ2873.The geoid height was determined by GEOID03.
 GZ2873
 GZ2873;                    North         East     Units Scale Factor Converg.
 GZ2873;SPC KY1Z     - 1,144,528.418 1,628,735.399   MT  0.99991440   +0 53 43.7
 GZ2873;SPC KY1Z     - 3,755,006.98  5,343,609.39   sFT  0.99991440   +0 53 43.7
 GZ2873;SPC KY S     -   644,507.307   628,741.189   MT  0.99995838   +0 53 04.3
 GZ2873;SPC KY S     - 2,114,521.06  2,062,795.05   sFT  0.99995838   +0 53 04.3
 GZ2873;UTM  16      - 4,167,829.864   739,023.919   MT  1.00030378   +1 39 15.7
 GZ2873
 GZ2873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2873!SPC KY1Z     -   0.99995702  x   0.99991440  =   0.99987142
 GZ2873!SPC KY S     -   0.99995702  x   0.99995838  =   0.99991540
 GZ2873!UTM  16      -   0.99995702  x   1.00030378  =   1.00026079
 GZ2873
 GZ2873|---------------------------------------------------------------------|
 GZ2873| PID    Reference Object                     Distance      Geod. Az  |
 GZ2873|                                                           dddmmss.s |
 GZ2873| DC2378 I75 T 63 RM 1                        15.500 METERS 03307     |
 GZ2873| DC2379 I75 T 63 RM 2                        25.000 METERS 30501     |
 GZ2873| DC2377 I75 T 63 AZ MK                                     3265109.8 |
 GZ2873|---------------------------------------------------------------------|
 GZ2873
 GZ2873                          SUPERSEDED SURVEY CONTROL
 GZ2873
 GZ2873  NAD 83(1986)-  37 37 35.52089(N)    084 17 29.36123(W) AD(       ) 2
 GZ2873  NAD 27      -  37 37 35.22050(N)    084 17 29.60570(W) AD(       ) 2
 GZ2873  NGVD 29 (07/19/86)  305.8    (m)         1003.     (f) VERT ANG       
 GZ2873
 GZ2873.Superseded values are not recommended for survey control.
 GZ2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2873.See file dsdata.txt to determine how the superseded data were derived.
 GZ2873
 GZ2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3902467830(NAD 83)
 GZ2873_MARKER: DD = SURVEY DISK
 GZ2873_SETTING: 0 = UNSPECIFIED SETTING
 GZ2873
 GZ2873  HISTORY     - Date     Condition        Report By
 GZ2873  HISTORY     - 1962     MONUMENTED       KYHD
 GZ2873  HISTORY     - 1988     GOOD             LOCENG
 GZ2873
 GZ2873                          STATION DESCRIPTION
 GZ2873
 GZ2873'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1962 (EB)
 GZ2873'STATION IS LOCATED ABOUT 4 MILES NORTH OF BEREA AND ABOUT 8.5 MILES
 GZ2873'SOUTH OF RICHMOND.  IT IS APPROXIMATELY ON THE HIGHEST POINT OF
 GZ2873'HILL IN AN OPEN PASTURE.
 GZ2873'
 GZ2873'TO REACH THE STATION FROM THE POST OFFICE IN BEREA, GO NORTH ON U. S.
 GZ2873'HIGHWAY NO. 25 FOR 4.6 MILES TO THE JUNCTION OF STATE HIGHWAY NO.
 GZ2873'1369 TURN LEFT AND GO WEST ON HIGHWAY NO. 1369 FOR 0.75 MILE TO A
 GZ2873'DRIVEWAY LEFT AT WHITES MEMORIAL CHURCH, *TURN LEFT AND GO SOUTH
 GZ2873'ON DRIVE FOR 0.15 MILE TO A GATE ON RIGHT, GO THROUGH GATE AND ACROSS
 GZ2873'PASTURE WEST FOR 0.1 MILE TO HIGHEST POINT AND STATION.
 GZ2873'
 GZ2873'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON HIGHWAY 1369
 GZ2873'FOR 0.25 MILE TO MARK ON LEFT.
 GZ2873'
 GZ2873'STATION MARK IS LOCATED APPROXIMATELY 220 FEET SOUTHWEST OF THE
 GZ2873'SOUTHWEST CORNER OF BARN, 100 FEET SOUTHWEST OF FENCE CORNER
 GZ2873'AND 45.5 FEET SOUTH OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 GZ2873'STAMPED I-75 T-63 1962.
 GZ2873'
 GZ2873'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, 64 FEET WEST OF FENCE
 GZ2873'CORNER, 1.9 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN AND 1
 GZ2873'FOOT SOUTH OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GZ2873'I-75 T-63 NO. 1 1962.
 GZ2873'
 GZ2873'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, 1.3 FEET SOUTH OF WIRE
 GZ2873'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-63
 GZ2873'NO. 2 1962.
 GZ2873'
 GZ2873'AZIMUTH MARK IS ABOUT 140 FEET NORTHEAST OF AN R. E. A. POWER POLE IN
 GZ2873'PASTURE, 29 FEET SOUTH OF THE CENTER OF HIGHWAY, 1.9 FEET
 GZ2873'NORTHWEST OF METAL WITNESS POST AND SIGN, 1.3 FEET NORTH OF WIRE
 GZ2873'FENCE AND ABOUT LEVEL WITH HIGHWAY.  THE MARK IS FLUSH AND THE DISK
 GZ2873'IS STAMPED I-75 T-63 1962.
 GZ2873'
 GZ2873'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 GZ2873'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2873'
 GZ2873'HEIGHT OF LIGHT ABOVE STATION MARK 9.6 METERS.
 GZ2873
 GZ2873                          STATION RECOVERY (1988)
 GZ2873
 GZ2873'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (UNK)
 GZ2873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2874 ***********************************************************************
 GZ2874  DESIGNATION -  I75 T 64
 GZ2874  PID         -  GZ2874
 GZ2874  STATE/COUNTY-  KY/MADISON
 GZ2874  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ2874
 GZ2874                         *CURRENT SURVEY CONTROL
 GZ2874  ___________________________________________________________________
 GZ2874* NAD 83(1993)-  37 38 17.25734(N)    084 18 36.07566(W)     ADJUSTED  
 GZ2874* NAVD 88     -       307.1    (meters)    1008.     (feet)  VERTCON   
 GZ2874  ___________________________________________________________________
 GZ2874  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GZ2874  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GZ2874
 GZ2874  HORZ ORDER  -  SECOND
 GZ2874
 GZ2874.The horizontal coordinates were established by classical geodetic methods
 GZ2874.and adjusted by the National Geodetic Survey in December 1995..
 GZ2874
 GZ2874.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2874
 GZ2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2874
 GZ2874.The geoid height was determined by GEOID03.
 GZ2874
 GZ2874;                    North         East     Units Scale Factor Converg.
 GZ2874;SPC KY1Z     - 1,145,789.725 1,627,079.831   MT  0.99991355   +0 53 02.7
 GZ2874;SPC KY1Z     - 3,759,145.12  5,338,177.75   sFT  0.99991355   +0 53 02.7
 GZ2874;SPC KY S     -   645,768.984   627,085.786   MT  0.99995943   +0 52 23.9
 GZ2874;SPC KY S     - 2,118,660.41  2,057,363.95   sFT  0.99995943   +0 52 23.9
 GZ2874;UTM  16      - 4,169,069.603   737,351.142   MT  1.00029396   +1 38 36.5
 GZ2874
 GZ2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2874!SPC KY1Z     -   0.99995679  x   0.99991355  =   0.99987034
 GZ2874!SPC KY S     -   0.99995679  x   0.99995943  =   0.99991622
 GZ2874!UTM  16      -   0.99995679  x   1.00029396  =   1.00025074
 GZ2874
 GZ2874:                Primary Azimuth Mark                     Grid Az
 GZ2874:SPC KY1Z     -  I75 T 63                                 127 18 08.2
 GZ2874:SPC KY S     -  I75 T 63                                 127 18 47.0
 GZ2874:UTM  16      -  I75 T 63                                 126 32 34.4
 GZ2874
 GZ2874|---------------------------------------------------------------------|
 GZ2874| PID    Reference Object                     Distance      Geod. Az  |
 GZ2874|                                                           dddmmss.s |
 GZ2874| GZ2873 I75 T 63                            APPROX. 2.1 KM 1281110.9 |
 GZ2874| DC2381 I75 T 64 RM 1                        22.412 METERS 13641     |
 GZ2874| GZ2886 BEREA DRAPER MEM BLDG SPIRE         APPROX. 7.4 KM 1674524.8 |
 GZ2874| DC2382 I75 T 64 RM 2                        20.360 METERS 31545     |
 GZ2874| DC2380 I75 T 64 AZ MK                                     3215222.7 |
 GZ2874|---------------------------------------------------------------------|
 GZ2874
 GZ2874                          SUPERSEDED SURVEY CONTROL
 GZ2874
 GZ2874  NAD 83(1986)-  37 38 17.26465(N)    084 18 36.08137(W) AD(       ) 2
 GZ2874  NAD 27      -  37 38 16.96550(N)    084 18 36.32480(W) AD(       ) 2
 GZ2874  NGVD 29 (07/19/86)  307.3    (m)         1008.     (f) VERT ANG       
 GZ2874
 GZ2874.Superseded values are not recommended for survey control.
 GZ2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2874.See file dsdata.txt to determine how the superseded data were derived.
 GZ2874
 GZ2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3735169070(NAD 83)
 GZ2874_MARKER: DD = SURVEY DISK
 GZ2874_SETTING: 0 = UNSPECIFIED SETTING
 GZ2874
 GZ2874  HISTORY     - Date     Condition        Report By
 GZ2874  HISTORY     - 1962     MONUMENTED       KYHD
 GZ2874
 GZ2874                          STATION DESCRIPTION
 GZ2874
 GZ2874'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1962 (EB)
 GZ2874'STATION IS LOCATED ABOUT 4.7 MILES NORTHWEST OF BEREA AND ABOUT 7.6
 GZ2874'MILES SOUTH OF RICHMOND.  IT IS APPROXIMATELY ON THE HIGHEST
 GZ2874'POINT OF HILL AND IS ABOUT 0.9 MILE SOUTHEAST OF A BRIDGE OVER SILVER
 GZ2874'CREEK.
 GZ2874'
 GZ2874'TO REACH THE STATION FROM THE POST OFFICE IN BEREA, GO NORTH ON U. S.
 GZ2874'HIGHWAY NO. 25 FOR 4.6 MILES TO THE JUNCTION OF STATE HIGHWAY
 GZ2874'NO. 1369, TURN LEFT AND GO WEST ON HIGHWAY 1369 FOR 2.25 MILES TO TOP
 GZ2874'OF HILL AND STATION ON THE LEFT.
 GZ2874'
 GZ2874'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON BLACKTOP
 GZ2874'ROAD FOR 0.15 MILE TO MARK ON THE LEFT.
 GZ2874'
 GZ2874'STATION MARK IS LOCATED ABOUT 196 FEET SOUTH OF THE SOUTHWEST CORNER
 GZ2874'OF A 2 STORY FRAME HOUSE, 40 FEET SOUTHEAST OF THE INTERSECTION
 GZ2874'OF ROAD AND DRIVE, 17 FEET SOUTHWEST OF THE CENTER OF ROAD, 2.5 FEET
 GZ2874'NORTH OF METAL WITNESS POST AND SIGN, 2 FEET NORTHEAST OF BOARD
 GZ2874'FENCE AND ABOUT LEVEL WITH ROAD.  THE MARK IS FLUSH AND THE DISK IS
 GZ2874'STAMPED I-75 T-64 1962.
 GZ2874'
 GZ2874'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, ABOUT 119 FEET
 GZ2874'NORTHWEST OF A TELEPHONE POLE, 17 FEET SOUTHWEST OF THE CENTER OF
 GZ2874'ROAD AND 2 FEET NORTHEAST OF BOARD FENCE.  THE MARK IS FLUSH AND THE
 GZ2874'DISK IS STAMPED I-75 T-64 NO. 1 1962.
 GZ2874'
 GZ2874'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, ABOUT 111 FEET SOUTH
 GZ2874'AND ACROSS ROAD FROM A FENCE CORNER, 37 FEET WEST OF INTERSECTION OF
 GZ2874'ROAD AND DRIVE, 19 FEET SOUTHWEST OF THE CENTER OF ROAD AND 1.5 FEET
 GZ2874'NORTHEAST OF BOARD FENCE.  THE MARK IS FLUSH AND THE DISK IS
 GZ2874'STAMPED I-75 T-64 NO. 2 1962.
 GZ2874'
 GZ2874'AZIMUTH MARK IS DIRECTLY OPPOSITE A LARGE TOBACCO BARN, 88 FEET
 GZ2874'NORTHWEST OF THE INTERSECTION OF ROAD AND DRIVE TO
 GZ2874'BARN, 51 FEET WEST OF A TELEPHONE POLE, 18.5 FEET SOUTHWEST OF THE
 GZ2874'CENTER OF ROAD, 2 FEET
 GZ2874'NORTH OF METAL WITNESS POST AND SIGN, 1.3 FEET NORTHEAST OF BOARD
 GZ2874'FENCE AND ABOUT 1.5 FEET HIGHER THAN THE ROAD.  THE MARK IS FLUSH AND
 GZ2874'THE DISK IS STAMPED I-75 T-64 1962.
 GZ2874'
 GZ2874'SURFACE UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 GZ2874'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2874'
 GZ2874'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2875 ***********************************************************************
 GZ2875  DESIGNATION -  I75 T 65
 GZ2875  PID         -  GZ2875
 GZ2875  STATE/COUNTY-  KY/MADISON
 GZ2875  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ2875
 GZ2875                         *CURRENT SURVEY CONTROL
 GZ2875  ___________________________________________________________________
 GZ2875* NAD 83(1993)-  37 40 07.53602(N)    084 18 56.72877(W)     ADJUSTED  
 GZ2875* NAVD 88     -       310.1    (meters)    1017.     (feet)  VERTCON   
 GZ2875  ___________________________________________________________________
 GZ2875  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 GZ2875  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GZ2875
 GZ2875  HORZ ORDER  -  SECOND
 GZ2875
 GZ2875.The horizontal coordinates were established by classical geodetic methods
 GZ2875.and adjusted by the National Geodetic Survey in December 1995..
 GZ2875
 GZ2875.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2875
 GZ2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2875
 GZ2875.The geoid height was determined by GEOID03.
 GZ2875
 GZ2875;                    North         East     Units Scale Factor Converg.
 GZ2875;SPC KY1Z     - 1,149,181.180 1,626,521.330   MT  0.99991148   +0 52 50.0
 GZ2875;SPC KY1Z     - 3,770,271.92  5,336,345.40   sFT  0.99991148   +0 52 50.0
 GZ2875;SPC KY S     -   649,160.708   626,527.895   MT  0.99996241   +0 52 11.3
 GZ2875;SPC KY S     - 2,129,788.09  2,055,533.60   sFT  0.99996241   +0 52 11.3
 GZ2875;UTM  16      - 4,172,454.637   736,747.479   MT  1.00029043   +1 38 27.9
 GZ2875
 GZ2875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2875!SPC KY1Z     -   0.99995635  x   0.99991148  =   0.99986784
 GZ2875!SPC KY S     -   0.99995635  x   0.99996241  =   0.99991876
 GZ2875!UTM  16      -   0.99995635  x   1.00029043  =   1.00024677
 GZ2875
 GZ2875:                Primary Azimuth Mark                     Grid Az
 GZ2875:SPC KY1Z     -  I75 T 65 AZ MK                           013 57 21.8
 GZ2875:SPC KY S     -  I75 T 65 AZ MK                           013 58 00.5
 GZ2875:UTM  16      -  I75 T 65 AZ MK                           013 11 43.9
 GZ2875
 GZ2875|---------------------------------------------------------------------|
 GZ2875| PID    Reference Object                     Distance      Geod. Az  |
 GZ2875|                                                           dddmmss.s |
 GZ2875| DC2383 I75 T 65 AZ MK                                     0145011.8 |
 GZ2875| DC2384 I75 T 65 RM 1                         9.771 METERS 14456     |
 GZ2875| DC2385 I75 T 65 RM 2                        20.238 METERS 24951     |
 GZ2875|---------------------------------------------------------------------|
 GZ2875
 GZ2875                          SUPERSEDED SURVEY CONTROL
 GZ2875
 GZ2875  NAD 83(1986)-  37 40 07.54356(N)    084 18 56.73449(W) AD(       ) 2
 GZ2875  NAD 27      -  37 40 07.24620(N)    084 18 56.97690(W) AD(       ) 2
 GZ2875  NGVD 29 (07/19/86)  310.2    (m)         1018.     (f) VERT ANG       
 GZ2875
 GZ2875.Superseded values are not recommended for survey control.
 GZ2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2875.See file dsdata.txt to determine how the superseded data were derived.
 GZ2875
 GZ2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3674772455(NAD 83)
 GZ2875_MARKER: DD = SURVEY DISK
 GZ2875_SETTING: 0 = UNSPECIFIED SETTING
 GZ2875
 GZ2875  HISTORY     - Date     Condition        Report By
 GZ2875  HISTORY     - 1962     MONUMENTED       KYHD
 GZ2875
 GZ2875                          STATION DESCRIPTION
 GZ2875
 GZ2875'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1962 (EB)
 GZ2875'STATION IS LOCATED ABOUT 5.6 MILES SOUTH OF RICHMOND AND ABOUT 6.8
 GZ2875'MILES NORTH OF BEREA.
 GZ2875'
 GZ2875'TO REACH THE STATION FROM THE MADISON COUNTY COURT HOUSE IN RICHMOND,
 GZ2875'GO SOUTH ON U. S. HIGHWAY NO. 25 FOR 4.2 MILES TO A T-ROAD RIGHT AND
 GZ2875'ENTRANCE TO BLUE GRASS ORDNANCE DEPOT ON THE LEFT, TURN RIGHT AND GO
 GZ2875'WEST ON BLACK TOP ROAD FOR 4.0 MILES TO THE AZIMUTH MARK ON LEFT,
 GZ2875'CONTINUE AHEAD ON BLACKTOP ROAD FOR 0.5 MILE TO CROSSROAD, TURN LEFT
 GZ2875'AND GO SOUTH ON BLACKTOP ROAD FOR 0.15 MILE TO A FARM LANE LEFT,
 GZ2875'TURN LEFT AND GO EAST ON FARM LANE FOR 0.3 MILE TO STATION ON THE
 GZ2875'LEFT.
 GZ2875'
 GZ2875'STATION MARK IS LOCATED ABOUT 70 FEET EAST OF THE HIGHEST POINT OF
 GZ2875'HILL, 52 FEET EAST OF AN 18-INCH ASH TREE, 27 FEET WEST OF A
 GZ2875'30-INCH HACKBERRY TREE, 14 FEET NORTH OF THE CENTER OF LANE, 2.4 FEET
 GZ2875'SOUTHEAST OF METAL WITNESS POST AND SIGN, 1.6 FEET SOUTH OF
 GZ2875'WOVEN WIRE FENCE AND ABOUT 4 FEET HIGHER THAN LANE.  THE MARK IS
 GZ2875'FLUSH AND THE DISK IS STAMPED I-75 T-65 1962.
 GZ2875'
 GZ2875'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 31 FEET EAST OF A
 GZ2875'24-INCH ASH TREE, 26 FEET WEST OF A 15-INCH LOCUST TREE, 13 FEET
 GZ2875'SOUTH OF THE CENTER OF LANE, 3 FEET SOUTH OF WOVEN WIRE FENCE AND
 GZ2875'ABOUT 3 FEET HIGHER THAN LANE.  THE MARK IS FLUSH AND THE DISK IS
 GZ2875'STAMPED I-75 T-65 NO. 1 1962.
 GZ2875'
 GZ2875'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 85 FEET EAST OF A
 GZ2875'36-INCH ASH TREE, 50 FEET WEST OF A 24-INCH ASH TREE, 14
 GZ2875'FEET SOUTH OF THE CENTER OF LANE, 2 FEET SOUTH OF WOVEN WIRE FENCE
 GZ2875'AND ABOUT 4 FEET HIGHER THAN LANE.  THE MARK IS FLUSH AND THE
 GZ2875'DISK IS STAMPED I-75 T-65 NO. 2 1962.
 GZ2875'
 GZ2875'BENCH MARK I-75 L-68 1960 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT
 GZ2875'113 FEET SOUTH-SOUTHEAST OF INTERSECTION OF ROAD AND DRIVE
 GZ2875'NORTHWEST TO A TWO STORY FRAME HOUSE, 86.6 FEET NORTHEAST OF THE
 GZ2875'NORTHEAST CORNER OF FRAME GARAGE, 16.5 FEET SOUTHEAST OF THE
 GZ2875'CENTER OF ROAD, 1.8 FEET WEST OF METAL WITNESS POST AND SIGN.  THE
 GZ2875'MARK PROJECTS 2-INCHES AND THE DISK IS STAMPED I-75 L-68
 GZ2875'1960.
 GZ2875'
 GZ2875'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 GZ2875'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2875'
 GZ2875'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2876 ***********************************************************************
 GZ2876  DESIGNATION -  I75 T 66
 GZ2876  PID         -  GZ2876
 GZ2876  STATE/COUNTY-  KY/MADISON
 GZ2876  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ2876
 GZ2876                         *CURRENT SURVEY CONTROL
 GZ2876  ___________________________________________________________________
 GZ2876* NAD 83(1993)-  37 40 47.17168(N)    084 18 36.16059(W)     ADJUSTED  
 GZ2876* NAVD 88     -       312.1    (meters)    1024.     (feet)  VERTCON   
 GZ2876  ___________________________________________________________________
 GZ2876  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 GZ2876  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GZ2876
 GZ2876  HORZ ORDER  -  SECOND
 GZ2876
 GZ2876.The horizontal coordinates were established by classical geodetic methods
 GZ2876.and adjusted by the National Geodetic Survey in December 1995..
 GZ2876
 GZ2876.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2876
 GZ2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2876
 GZ2876.The geoid height was determined by GEOID03.
 GZ2876
 GZ2876;                    North         East     Units Scale Factor Converg.
 GZ2876;SPC KY1Z     - 1,150,410.680 1,627,006.442   MT  0.99991080   +0 53 02.7
 GZ2876;SPC KY1Z     - 3,774,305.71  5,337,936.97   sFT  0.99991080   +0 53 02.7
 GZ2876;SPC KY S     -   650,390.181   627,013.264   MT  0.99996355   +0 52 23.8
 GZ2876;SPC KY S     - 2,133,821.79  2,057,126.02   sFT  0.99996355   +0 52 23.8
 GZ2876;UTM  16      - 4,173,690.940   737,216.403   MT  1.00029316   +1 38 42.0
 GZ2876
 GZ2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2876!SPC KY1Z     -   0.99995604  x   0.99991080  =   0.99986685
 GZ2876!SPC KY S     -   0.99995604  x   0.99996355  =   0.99991960
 GZ2876!UTM  16      -   0.99995604  x   1.00029316  =   1.00024919
 GZ2876
 GZ2876|---------------------------------------------------------------------|
 GZ2876| PID    Reference Object                     Distance      Geod. Az  |
 GZ2876|                                                           dddmmss.s |
 GZ2876| DC2387 I75 T 66 RM 1                        20.607 METERS 03450     |
 GZ2876| DC2388 I75 T 66 RM 2                                      13728     |
 GZ2876| DC2386 I75 T 66 AZ MK                                     1772416.4 |
 GZ2876|---------------------------------------------------------------------|
 GZ2876
 GZ2876                          SUPERSEDED SURVEY CONTROL
 GZ2876
 GZ2876  NAD 83(1986)-  37 40 47.17915(N)    084 18 36.16633(W) AD(       ) 2
 GZ2876  NAD 27      -  37 40 46.88330(N)    084 18 36.40900(W) AD(       ) 2
 GZ2876  NGVD 29 (07/19/86)  312.2    (m)         1024.     (f) VERT ANG       
 GZ2876
 GZ2876.Superseded values are not recommended for survey control.
 GZ2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2876.See file dsdata.txt to determine how the superseded data were derived.
 GZ2876
 GZ2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3721673691(NAD 83)
 GZ2876_MARKER: DD = SURVEY DISK
 GZ2876_SETTING: 0 = UNSPECIFIED SETTING
 GZ2876
 GZ2876  HISTORY     - Date     Condition        Report By
 GZ2876  HISTORY     - 1962     MONUMENTED       KYHD
 GZ2876
 GZ2876                          STATION DESCRIPTION
 GZ2876
 GZ2876'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1962 (EB)
 GZ2876'STATION IS LOCATED ABOUT 4.8 MILES SOUTH OF RICHMOND AND ABOUT 7.5
 GZ2876'MILES NORTH OF BEREA.  IT IS IN AN OPEN PASTURE NEAR A LARGE
 GZ2876'BARN AND ON LAND OWNED BY MR. TOM BALDWIN.
 GZ2876'
 GZ2876'TO REACH THE STATION FROM THE MADISON COUNTY COURT HOUSE IN RICHMOND,
 GZ2876'GO SOUTH ON U. S. HIGHWAY NO. 25 FOR 4.2 MILES TO A T-ROAD RIGHT
 GZ2876'AND ENTRANCE TO BLUE GRASS ORDNANCE DEPOT ON THE LEFT, TURN RIGHT,
 GZ2876'AND GO WEST ON BLACK TOP ROAD FOR 3.7 MILES TO A GRAVEL DRIVE
 GZ2876'RIGHT, TURN RIGHT AND GO NORTH ON DRIVE FOR 0.05 MILE TO THE AZIMUTH
 GZ2876'MARK ON RIGHT, CONTINUE AHEAD ON GRAVEL DRIVE FOR 0.2 MILE TO A
 GZ2876'LARGE BARN AND STATION SITE.
 GZ2876'
 GZ2876'STATION MARK IS LOCATED ABOUT 112 FEET WEST OF THE NORTHWEST CORNER
 GZ2876'OF BARN, 41.5 FEET NORTH OF FENCE CORNER, 12.5 FEET SOUTH OF
 GZ2876'THE CENTER OF A WOODEN GATE, 2 FEET WEST OF WOVEN WIRE FENCE AND 1.8
 GZ2876'FEET NORTHWEST OF METAL WITNESS POST AND SIGN.  THE MARK
 GZ2876'PROJECTS 1 INCH AND THE DISK IS STAMPED I-75 T-66 1962.
 GZ2876'
 GZ2876'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, 99.5 FEET NORTHWEST OF
 GZ2876'THE NORTHWEST CORNER OF BARN, 60.5 FEET SOUTHWEST OF
 GZ2876'FENCE CORNER, 50 FEET NORTHEAST OF GATE POST AND 1 FOOT SOUTHEAST OF
 GZ2876'WOVEN WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GZ2876'I-75 T-66 NO. 1 1962.
 GZ2876'
 GZ2876'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION, 54 FEET WEST OF THE
 GZ2876'SOUTHWEST CORNER OF BARN, 34 FEET EAST OF FENCE CORNER AND 1
 GZ2876'FOOT NORTH OF WOVEN WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 GZ2876'STAMPED I-75 T-66 NO. 2 1962.
 GZ2876'
 GZ2876'AZIMUTH MARK IS ABOUT 245 FEET NORTH OF THE INTERSECTION OF BLACK TOP
 GZ2876'ROAD AND DRIVE, 50.0 FEET NORTH OF A POWER POLE, 14 FEET EAST
 GZ2876'OF THE CENTER OF DRIVE, 2.3 FEET NORTHWEST OF METAL WITNESS POST AND
 GZ2876'SIGN AND 1 FOOT WEST OF WIRE FENCE.  THE MARK IS FLUSH AND THE
 GZ2876'DISK IS STAMPED I-75 T-66 1962.
 GZ2876'
 GZ2876'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 GZ2876'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2876'
 GZ2876'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2877 ***********************************************************************
 GZ2877  DESIGNATION -  I75 T 67
 GZ2877  PID         -  GZ2877
 GZ2877  STATE/COUNTY-  KY/MADISON
 GZ2877  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ2877
 GZ2877                         *CURRENT SURVEY CONTROL
 GZ2877  ___________________________________________________________________
 GZ2877* NAD 83(1993)-  37 42 55.68531(N)    084 19 15.00301(W)     ADJUSTED  
 GZ2877* NAVD 88     -       297.1    (meters)     975.     (feet)  VERTCON   
 GZ2877  ___________________________________________________________________
 GZ2877  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 GZ2877  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GZ2877
 GZ2877  HORZ ORDER  -  SECOND
 GZ2877
 GZ2877.The horizontal coordinates were established by classical geodetic methods
 GZ2877.and adjusted by the National Geodetic Survey in December 1995..
 GZ2877
 GZ2877.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2877
 GZ2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2877
 GZ2877.The geoid height was determined by GEOID03.
 GZ2877
 GZ2877;                    North         East     Units Scale Factor Converg.
 GZ2877;SPC KY1Z     - 1,154,357.403 1,625,994.189   MT  0.99990887   +0 52 38.8
 GZ2877;SPC KY1Z     - 3,787,254.25  5,334,615.94   sFT  0.99990887   +0 52 38.8
 GZ2877;SPC KY S     -   654,337.314   626,001.695   MT  0.99996749   +0 52 00.2
 GZ2877;SPC KY S     - 2,146,771.67  2,053,807.23   sFT  0.99996749   +0 52 00.2
 GZ2877;UTM  16      - 4,177,625.355   736,151.375   MT  1.00028695   +1 38 23.0
 GZ2877
 GZ2877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2877!SPC KY1Z     -   0.99995842  x   0.99990887  =   0.99986729
 GZ2877!SPC KY S     -   0.99995842  x   0.99996749  =   0.99992591
 GZ2877!UTM  16      -   0.99995842  x   1.00028695  =   1.00024536
 GZ2877
 GZ2877:                Primary Azimuth Mark                     Grid Az
 GZ2877:SPC KY1Z     -  RICHMOND EASTERN ST COLL TANK            033 08 09.4
 GZ2877:SPC KY S     -  RICHMOND EASTERN ST COLL TANK            033 08 48.0
 GZ2877:UTM  16      -  RICHMOND EASTERN ST COLL TANK            032 22 25.2
 GZ2877
 GZ2877|---------------------------------------------------------------------|
 GZ2877| PID    Reference Object                     Distance      Geod. Az  |
 GZ2877|                                                           dddmmss.s |
 GZ2877| GZ2881 RICHMOND EASTERN ST COLL TANK       APPROX. 3.0 KM 0340048.2 |
 GZ2877| DC2390 I75 T 67 RM 1                         8.063 METERS 19000     |
 GZ2877| DC2389 I75 T 67 AZ MK                                     2375204.5 |
 GZ2877| DC2391 I75 T 67 RM 2                        17.073 METERS 28655     |
 GZ2877|---------------------------------------------------------------------|
 GZ2877
 GZ2877                          SUPERSEDED SURVEY CONTROL
 GZ2877
 GZ2877  NAD 83(1986)-  37 42 55.69280(N)    084 19 15.00879(W) AD(       ) 2
 GZ2877  NAD 27      -  37 42 55.40180(N)    084 19 15.25210(W) AD(       ) 2
 GZ2877  NGVD 29 (07/19/86)  297.2    (m)          975.     (f) VERT ANG       
 GZ2877
 GZ2877.Superseded values are not recommended for survey control.
 GZ2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2877.See file dsdata.txt to determine how the superseded data were derived.
 GZ2877
 GZ2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3615177625(NAD 83)
 GZ2877_MARKER: DD = SURVEY DISK
 GZ2877_SETTING: 0 = UNSPECIFIED SETTING
 GZ2877
 GZ2877  HISTORY     - Date     Condition        Report By
 GZ2877  HISTORY     - 1961     MONUMENTED       KYHD
 GZ2877
 GZ2877                          STATION DESCRIPTION
 GZ2877
 GZ2877'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 GZ2877'STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF RICHMOND, ON LAND
 GZ2877'OWNED BY MR. ED CONGLETON.
 GZ2877'
 GZ2877'TO REACH THE STATION FROM THE MADISON COUNTY COURTHOUSE IN RICHMOND,
 GZ2877'GO NORTHWEST ON U.S. HIGHWAY NO. 25 FOR 0.2 MILE TO JUNCTION WITH
 GZ2877'STATE HIGHWAY NO. 52, TURN LEFT AND GO SW ON STATE HIGHWAY NO. 52 FOR
 GZ2877'2.5 MILES TO A DOUBLE DRIVE AT TOP OF HILL, TURN RIGHT ON THE
 GZ2877'SOUTHERN MOST DRIVE, AND GO WEST FOR 0.3 MILE TO STATION ON THE
 GZ2877'RIGHT.
 GZ2877'
 GZ2877'TO REACH AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD ON DRIVE FOR
 GZ2877'0.4 MILE TO A GATE AND MARK ON THE LEFT.
 GZ2877'
 GZ2877'STATION MARK IS 49 FEET WEST OF A GATE, 43.5 FEET NORTHWEST OF A
 GZ2877'POWER POLE, 14 FEET N OF THE CENTER OF DRIVE, 3.0 FEET SOUTHEAST OF
 GZ2877'A METAL WITNESS POST AND SIGN, 2.2 FEET SOUTH OF STONE FENCE.  THE
 GZ2877'MARK IS FLUSH AND THE DISK IS STAMPED T75-T67-1961.
 GZ2877'
 GZ2877'REFERENCE MARK NO. 1 IS 33.5 FEET WEST OF A POWER POLE, 11 FEET SOUTH
 GZ2877'OF THE CENTER OF DRIVE, 1.7 FEET SOUTH OF WIRE FENCE.  THE MARK
 GZ2877'IS FLUSH AND THE DISK IS STAMPED I75-T67-NO. 1-1961.
 GZ2877'
 GZ2877'REFERENCE MARK NO. 2 IS 74.5 FEET NORTHEAST OF A 10 INCH CEDAR TREE,
 GZ2877'14 FEET NORTH OF THE CENTER OF DRIVE, 2.2 FEET SOUTH OF STONE
 GZ2877'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I75-T67-NO.2-1961.
 GZ2877'
 GZ2877'AZIMUTH MARK IS 67 FEET WEST OF A CONCRETE SILO, 17 FEET SOUTHEAST OF
 GZ2877'THE CENTER OF DRIVE, 15 FEET SOUTHWEST OF GATE, 1.6 FEET NORTH OF
 GZ2877'A METAL WITNESS POST AND SIGN, 1.1 FEET NORTHWEST OF WIRE FENCE.  THE
 GZ2877'MARK IS FLUSH AND THE DISK IS STAMPED I75-T67-1961.
 GZ2877'
 GZ2877'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2877'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2877'
 GZ2877'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2878 ***********************************************************************
 GZ2878  DESIGNATION -  I75 T 68
 GZ2878  PID         -  GZ2878
 GZ2878  STATE/COUNTY-  KY/MADISON
 GZ2878  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ2878
 GZ2878                         *CURRENT SURVEY CONTROL
 GZ2878  ___________________________________________________________________
 GZ2878* NAD 83(1993)-  37 44 21.41444(N)    084 19 15.08360(W)     ADJUSTED  
 GZ2878* NAVD 88     -       300.8    (meters)     987.     (feet)  VERTCON   
 GZ2878  ___________________________________________________________________
 GZ2878  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 GZ2878  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GZ2878
 GZ2878  HORZ ORDER  -  SECOND
 GZ2878
 GZ2878.The horizontal coordinates were established by classical geodetic methods
 GZ2878.and adjusted by the National Geodetic Survey in December 1995..
 GZ2878
 GZ2878.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2878
 GZ2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2878
 GZ2878.The geoid height was determined by GEOID03.
 GZ2878
 GZ2878;                    North         East     Units Scale Factor Converg.
 GZ2878;SPC KY1Z     - 1,156,999.929 1,625,951.744   MT  0.99990779   +0 52 38.8
 GZ2878;SPC KY1Z     - 3,795,923.93  5,334,476.68   sFT  0.99990779   +0 52 38.8
 GZ2878;SPC KY S     -   656,980.007   625,959.742   MT  0.99997034   +0 52 00.2
 GZ2878;SPC KY S     - 2,155,441.91  2,053,669.59   sFT  0.99997034   +0 52 00.2
 GZ2878;UTM  16      - 4,180,268.081   736,073.729   MT  1.00028649   +1 38 26.1
 GZ2878
 GZ2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2878!SPC KY1Z     -   0.99995785  x   0.99990779  =   0.99986564
 GZ2878!SPC KY S     -   0.99995785  x   0.99997034  =   0.99992819
 GZ2878!UTM  16      -   0.99995785  x   1.00028649  =   1.00024433
 GZ2878
 GZ2878:                Primary Azimuth Mark                     Grid Az
 GZ2878:SPC KY1Z     -  RICHMOND MUNICIPAL TANK                  047 51 58.9
 GZ2878:SPC KY S     -  RICHMOND MUNICIPAL TANK                  047 52 37.5
 GZ2878:UTM  16      -  RICHMOND MUNICIPAL TANK                  047 06 11.6
 GZ2878
 GZ2878|---------------------------------------------------------------------|
 GZ2878| PID    Reference Object                     Distance      Geod. Az  |
 GZ2878|                                                           dddmmss.s |
 GZ2878| GZ2909 RICHMOND MUNICIPAL TANK             APPROX. 2.4 KM 0484437.7 |
 GZ2878| GZ2884 RICHMOND US POST OFFICE TOWER       APPROX. 2.4 KM 0633941.2 |
 GZ2878| DC2392 I75 T 68 AZ MK                                     0744821.2 |
 GZ2878| GZ2882 RICHMOND EASTERN ST COLL TWR        APPROX. 1.8 KM 0855646.2 |
 GZ2878| DC2393 I75 T 68 RM 1                        31.696 METERS 08559     |
 GZ2878| DC2394 I75 T 68 RM 2                        44.856 METERS 18045     |
 GZ2878|---------------------------------------------------------------------|
 GZ2878
 GZ2878                          SUPERSEDED SURVEY CONTROL
 GZ2878
 GZ2878  NAD 83(1986)-  37 44 21.42188(N)    084 19 15.08922(W) AD(       ) 2
 GZ2878  NAD 27      -  37 44 21.13130(N)    084 19 15.33190(W) AD(       ) 2
 GZ2878  NGVD 29 (07/19/86)  300.9    (m)          987.     (f) VERT ANG       
 GZ2878
 GZ2878.Superseded values are not recommended for survey control.
 GZ2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2878.See file dsdata.txt to determine how the superseded data were derived.
 GZ2878
 GZ2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3607480268(NAD 83)
 GZ2878_MARKER: DD = SURVEY DISK
 GZ2878_SETTING: 0 = UNSPECIFIED SETTING
 GZ2878
 GZ2878  HISTORY     - Date     Condition        Report By
 GZ2878  HISTORY     - 1961     MONUMENTED       KYHD
 GZ2878
 GZ2878                          STATION DESCRIPTION
 GZ2878
 GZ2878'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 GZ2878'STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF RICHMOND, ON LAND
 GZ2878'OWNED BY MR. L.N. WHITAKER.
 GZ2878'
 GZ2878'TO REACH THE STATION FROM THE MADISON COUNTY COURTHOUSE IN RICHMOND,
 GZ2878'GO NORTHWEST ON U.S. HIGHWAY NO. 25 FOR 0.2 MILE TO JUNCTION WITH
 GZ2878'STATE HIGHWAY NO. 52, TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY NO.
 GZ2878'52 FOR 0.65 MILE TO T-ROAD RIGHT (BARNS MILL ROAD) AT EASTERN
 GZ2878'STATE COLLEGE, TURN RIGHT AND GO WEST ON BARNES MILL ROAD FOR 0.75
 GZ2878'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD ON
 GZ2878'BARNES MILL ROAD FOR 0.4 MILE TO A DRIVE RIGHT, TURN RIGHT AND GO
 GZ2878'NORTH ON DRIVE FOR 0.1 MILE TO A LARGE BARN AND STATION.
 GZ2878'
 GZ2878'STATION MARK IS 47.5 FEET EAST OF THE NORTHEAST CORNER OF BARN, 34.0
 GZ2878'FEET NORTHEAST OF THE SOUTHEAST CORNER OF BARN, 29 FEET WEST OF THE
 GZ2878'CENTER OF DRIVE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GZ2878'I75-T68-1961.
 GZ2878'
 GZ2878'REFERENCE MARK NO. 1 IS 70 FEET EAST OF THE CENTER OF DRIVE, 26.0
 GZ2878'FEET NORTH OF A POWER POLE, 1.5 FEET NORTHWEST OF METAL WITNESS
 GZ2878'POST AND SIGN, 1.0 FOOT WEST OF WIRE FENCE.  THE MARK IS FLUSH AND
 GZ2878'THE DISK IS STAMPED I75-T68 NO. 1-1961.
 GZ2878'
 GZ2878'REFERENCE MARK NO. 2 IS 89.0 FEET WEST OF FENCE CORNER, 88.0 FEET
 GZ2878'NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 83 FEET EAST OF GATE
 GZ2878'AND 1.2 FEET NORTH OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 GZ2878'STAMPED I75-T68-NO.2-1961.
 GZ2878'
 GZ2878'AZIMUTH MARK IS 30 FEET SOUTHEAST OF THE CENTER OF BARNER MILL ROAD,
 GZ2878'3.5 FEET NORTH OF FENCE CORNER, 1.5 FEET NORTHWEST OF BOARD FENCE
 GZ2878'AND 1.3 FEET WEST OF A METAL WITNESS POST AND SIGN.  THE MARK IS
 GZ2878'FLUSH AND THE DISK IS STAMPED I75-T68 1961.
 GZ2878'
 GZ2878'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2878'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2878'
 GZ2878'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2900 ***********************************************************************
 GZ2900  DESIGNATION -  I75 T 69
 GZ2900  PID         -  GZ2900
 GZ2900  STATE/COUNTY-  KY/MADISON
 GZ2900  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ2900
 GZ2900                         *CURRENT SURVEY CONTROL
 GZ2900  ___________________________________________________________________
 GZ2900* NAD 83(1993)-  37 45 22.22232(N)    084 19 17.76667(W)     ADJUSTED  
 GZ2900* NAVD 88     -       296.2    (meters)     972.     (feet)  VERTCON   
 GZ2900  ___________________________________________________________________
 GZ2900  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 GZ2900  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GZ2900
 GZ2900  HORZ ORDER  -  SECOND
 GZ2900
 GZ2900.The horizontal coordinates were established by classical geodetic methods
 GZ2900.and adjusted by the National Geodetic Survey in December 1995..
 GZ2900
 GZ2900.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2900
 GZ2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2900
 GZ2900.The geoid height was determined by GEOID03.
 GZ2900
 GZ2900;                    North         East     Units Scale Factor Converg.
 GZ2900;SPC KY1Z     - 1,158,873.300 1,625,857.373   MT  0.99990713   +0 52 37.1
 GZ2900;SPC KY1Z     - 3,802,070.15  5,334,167.06   sFT  0.99990713   +0 52 37.1
 GZ2900;SPC KY S     -   658,853.516   625,865.716   MT  0.99997246   +0 51 58.6
 GZ2900;SPC KY S     - 2,161,588.58  2,053,361.10   sFT  0.99997246   +0 51 58.6
 GZ2900;UTM  16      - 4,182,140.737   735,954.361   MT  1.00028579   +1 38 26.7
 GZ2900
 GZ2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2900!SPC KY1Z     -   0.99995856  x   0.99990713  =   0.99986570
 GZ2900!SPC KY S     -   0.99995856  x   0.99997246  =   0.99993103
 GZ2900!UTM  16      -   0.99995856  x   1.00028579  =   1.00024434
 GZ2900
 GZ2900:                Primary Azimuth Mark                     Grid Az
 GZ2900:SPC KY1Z     -  RICHMOND MUNICIPAL TANK                  098 22 24.8
 GZ2900:SPC KY S     -  RICHMOND MUNICIPAL TANK                  098 23 03.3
 GZ2900:UTM  16      -  RICHMOND MUNICIPAL TANK                  097 36 35.2
 GZ2900
 GZ2900|---------------------------------------------------------------------|
 GZ2900| PID    Reference Object                     Distance      Geod. Az  |
 GZ2900|                                                           dddmmss.s |
 GZ2900| GZ2909 RICHMOND MUNICIPAL TANK             APPROX. 1.9 KM 0991501.9 |
 GZ2900| DB9438 I75 T 69 RM 1                        13.830 METERS 14051     |
 GZ2900| DB9437 I75 T 69 AZ MK                                     1790052.2 |
 GZ2900| DB9439 I75 T 69 RM 2                        14.597 METERS 26355     |
 GZ2900|---------------------------------------------------------------------|
 GZ2900
 GZ2900                          SUPERSEDED SURVEY CONTROL
 GZ2900
 GZ2900  NAD 83(1986)-  37 45 22.22966(N)    084 19 17.77214(W) AD(       ) 2
 GZ2900  NAD 27      -  37 45 21.94030(N)    084 19 18.01410(W) AD(       ) 2
 GZ2900  NGVD 29 (07/19/86)  296.4    (m)          972.     (f) VERT ANG       
 GZ2900
 GZ2900.Superseded values are not recommended for survey control.
 GZ2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2900.See file dsdata.txt to determine how the superseded data were derived.
 GZ2900
 GZ2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3595482141(NAD 83)
 GZ2900_MARKER: DD = SURVEY DISK
 GZ2900_SETTING: 0 = UNSPECIFIED SETTING
 GZ2900
 GZ2900  HISTORY     - Date     Condition        Report By
 GZ2900  HISTORY     - 1961     MONUMENTED       KYHD
 GZ2900
 GZ2900                          STATION DESCRIPTION
 GZ2900
 GZ2900'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 GZ2900'STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF RICHMOND, ON LAND
 GZ2900'OWNED BY MR. W.A. HANGER.
 GZ2900'
 GZ2900'TO REACH THE STATION FROM THE MADISON COUNTY COURTHOUSE IN RICHMOND,
 GZ2900'GO NORTHWEST ON U.S. HIGHWAY NO. 25 FOR 0.75 MILE TO JUNCTION WITH
 GZ2900'STATE HIGHWAY NO. 169, TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY
 GZ2900'169 FOR 0.45 MILE TO T-ROAD INTERSECTION, TURN LEFT AND GO
 GZ2900'SOUTHWEST ON TATES CREEK ROAD FOR 0.05 MILE TO A PRIVATE DRIVE RIGHT,
 GZ2900'TURN RIGHT AND GO WEST ON DRIVE FOR 0.25 MILE TO A GATE JUST
 GZ2900'SOUTHEAST OF A 2 STORY BRICK HOUSE, PASS THROUGH GATE AND CONTINUE
 GZ2900'WEST FOR 0.25 MILE TO A GATE AND FENCE JUST WEST OF A LARGE BARN
 GZ2900'(*), GO THROUGH GATE AND CONTINUE NORTHWEST ACROSS PASTURE FOR 0.35
 GZ2900'MILE TO A LARGE TOBACCO BARN AND STATION.
 GZ2900'
 GZ2900'(*) TO REACH AZIMUTH MARK FROM THIS POINT, WALK SOUTHWEST ACROSS
 GZ2900'PASTURE FOR APPROXIMATELY 0.25 MILE TO MARK NEAR BARN.
 GZ2900'
 GZ2900'STATION MARK IS 72.6 FEET NE OF THE NE CORNER OF BARN, 42 FEET WEST
 GZ2900'OF FENCE CORNER, 22 FEET EAST OF GATE, 1.8 FEET SOUTH
 GZ2900'OF BOARD FENCE AND 1.6 FEET SOUTHEAST OF A METAL WITNESS POST AND
 GZ2900'SIGN.  THE MARK IS FLUSH AND THE DISK IS STAMPED I75-T69-1961.
 GZ2900'
 GZ2900'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF GATE POST, 4.3 FEET NORTH OF
 GZ2900'THE NORTHWEST CORNER OF SHED AND 1.4 FEET WEST OF BOARD FENCE.  THE
 GZ2900'MARK IS FLUSH AND THE DISK IS STAMPED I75-T69-NO.1-1961.
 GZ2900'
 GZ2900'REFERENCE MARK NO. 2 IS 36.3 FEET NORTHEAST OF THE NORTHEAST CORNER
 GZ2900'OF BARN, 22 FEET WEST OF GATE, 16.8 FEET EAST OF FENCE CORNER AT
 GZ2900'BUILDING, 1.6 FEET SOUTH OF BOARD FENCE.  THE MARK IS FLUSH AND THE
 GZ2900'DISK IS STAMPED I75-T69-NO.2-1961.
 GZ2900'
 GZ2900'AZIMUTH MARK IS ABOUT 110 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GZ2900'BARN, ABOUT 60 FEET NORTH OF SMALL POND, 30 FEET SOUTH OF GATE,
 GZ2900'2.4 FEET E OF FENCE AND 2.2 FEET EAST OF A METAL WITNESS POST AND
 GZ2900'SIGN.  THE MARK IS FLUSH AND THE DISK IS STAMPED I75-T69-1961.
 GZ2900'
 GZ2900'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2900'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2900'
 GZ2900'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2901 ***********************************************************************
 GZ2901  DESIGNATION -  I75 T 70
 GZ2901  PID         -  GZ2901
 GZ2901  STATE/COUNTY-  KY/MADISON
 GZ2901  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ2901
 GZ2901                         *CURRENT SURVEY CONTROL
 GZ2901  ___________________________________________________________________
 GZ2901* NAD 83(1993)-  37 46 46.69913(N)    084 20 06.35839(W)     ADJUSTED  
 GZ2901* NAVD 88     -       291.7    (meters)     957.     (feet)  VERTCON   
 GZ2901  ___________________________________________________________________
 GZ2901  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GZ2901  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GZ2901
 GZ2901  HORZ ORDER  -  SECOND
 GZ2901
 GZ2901.The horizontal coordinates were established by classical geodetic methods
 GZ2901.and adjusted by the National Geodetic Survey in December 1995..
 GZ2901
 GZ2901.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2901
 GZ2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2901
 GZ2901.The geoid height was determined by GEOID03.
 GZ2901
 GZ2901;                    North         East     Units Scale Factor Converg.
 GZ2901;SPC KY1Z     - 1,161,459.156 1,624,628.688   MT  0.99990636   +0 52 07.3
 GZ2901;SPC KY1Z     - 3,810,553.91  5,330,135.95   sFT  0.99990636   +0 52 07.3
 GZ2901;SPC KY S     -   661,439.774   624,637.429   MT  0.99997556   +0 51 29.1
 GZ2901;SPC KY S     - 2,170,073.66  2,049,331.30   sFT  0.99997556   +0 51 29.1
 GZ2901;UTM  16      - 4,184,710.941   734,690.821   MT  1.00027846   +1 37 60.0
 GZ2901
 GZ2901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2901!SPC KY1Z     -   0.99995928  x   0.99990636  =   0.99986565
 GZ2901!SPC KY S     -   0.99995928  x   0.99997556  =   0.99993484
 GZ2901!UTM  16      -   0.99995928  x   1.00027846  =   1.00023773
 GZ2901
 GZ2901|---------------------------------------------------------------------|
 GZ2901| PID    Reference Object                     Distance      Geod. Az  |
 GZ2901|                                                           dddmmss.s |
 GZ2901| DB9441 I75 T 70 RM 1                        24.440 METERS 05432     |
 GZ2901| GZ2909 RICHMOND MUNICIPAL TANK             APPROX. 4.2 KM 1333846.8 |
 GZ2901| DB9440 I75 T 70 AZ MK                                     1461151.3 |
 GZ2901| DB9442 I75 T 70 RM 2                        22.802 METERS 30608     |
 GZ2901|---------------------------------------------------------------------|
 GZ2901
 GZ2901                          SUPERSEDED SURVEY CONTROL
 GZ2901
 GZ2901  NAD 83(1986)-  37 46 46.70670(N)    084 20 06.36363(W) AD(       ) 2
 GZ2901  NAD 27      -  37 46 46.41740(N)    084 20 06.60320(W) AD(       ) 2
 GZ2901  NGVD 29 (07/19/86)  291.9    (m)          958.     (f) VERT ANG       
 GZ2901
 GZ2901.Superseded values are not recommended for survey control.
 GZ2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2901.See file dsdata.txt to determine how the superseded data were derived.
 GZ2901
 GZ2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3469184711(NAD 83)
 GZ2901_MARKER: DD = SURVEY DISK
 GZ2901_SETTING: 0 = UNSPECIFIED SETTING
 GZ2901
 GZ2901  HISTORY     - Date     Condition        Report By
 GZ2901  HISTORY     - 1961     MONUMENTED       KYHD
 GZ2901
 GZ2901                          STATION DESCRIPTION
 GZ2901
 GZ2901'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 GZ2901'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF RICHMOND, ON LAND OWNED
 GZ2901'BY JOHN AND S.S. PARKS.
 GZ2901'
 GZ2901'TO REACH THE STATION FROM THE MADISON COUNTY COURTHOUSE IN RICHMOND,
 GZ2901'GO NORTHWEST ON U.S. HIGHWAY 25 FOR 3.4 MILES TO JUNCTION OF STATE
 GZ2901'HIGHWAY 1156, TURN LEFT ON STATE HIGHWAY 1156 AND GO WEST FOR 0.25
 GZ2901'MILE TO A SIDE ROAD LEFT (*), CONTINUE AHEAD ON HIGHWAY 1156
 GZ2901'FOR 0.15 MILE TO STATION ON THE LEFT.
 GZ2901'
 GZ2901'(*) TO REACH AZIMUTH MARK FROM THIS POINT, TURN LEFT ON SIDE ROAD AND
 GZ2901'GO SOUTH FOR 0.3 MILE TO A LARGE SUB-STATION AND MARK.
 GZ2901'
 GZ2901'STATION MARK IS 65 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 1156, 50
 GZ2901'FEET SOUTH-SOUTHWEST OF GATE AT ENTRANCE TO PASTURE, 22.5 FEET
 GZ2901'SOUTH-SOUTHEAST OF THE WESTERN MOST POWER LINE POLE FOR TRANSMISSION
 GZ2901'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I75-T70-1961.
 GZ2901'
 GZ2901'REFERENCE MARK NO. 1 IS 47 FEET EAST OF GATE, 19 FEET SOUTH OF THE
 GZ2901'CENTER OF HIGHWAY 1156, 1.5 FEET SOUTH OF WIRE FENCE. THE MARK IS
 GZ2901'FLUSH AND THE DISK IS STAMPED I75-T70-NO.1-1961.
 GZ2901'
 GZ2901'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF THE CENTER OF HIGHWAY 1156,
 GZ2901'1.7 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN, 1.4 FEET
 GZ2901'SOUTH OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GZ2901'I75-T70-NO.2-1961.
 GZ2901'
 GZ2901'AZIMUTH MARK IS 19 FEET NORTH OF THE CENTER OF DRIVE, 1.8 FEET
 GZ2901'SOUTHEAST OF A METAL WITNESS POST AND SIGN, 1.5 FEET SOUTH OF
 GZ2901'WOVEN WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GZ2901'I75-T70-1961.
 GZ2901'
 GZ2901'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2901'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2901'
 GZ2901'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2902 ***********************************************************************
 GZ2902  DESIGNATION -  I75 T 71
 GZ2902  PID         -  GZ2902
 GZ2902  STATE/COUNTY-  KY/MADISON
 GZ2902  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ2902
 GZ2902                         *CURRENT SURVEY CONTROL
 GZ2902  ___________________________________________________________________
 GZ2902* NAD 83(1993)-  37 47 52.54708(N)    084 19 40.04355(W)     ADJUSTED  
 GZ2902* NAVD 88     -       283.0    (meters)     928.     (feet)  VERTCON   
 GZ2902  ___________________________________________________________________
 GZ2902  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 GZ2902  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GZ2902
 GZ2902  HORZ ORDER  -  SECOND
 GZ2902
 GZ2902.The horizontal coordinates were established by classical geodetic methods
 GZ2902.and adjusted by the National Geodetic Survey in December 1995..
 GZ2902
 GZ2902.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2902
 GZ2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2902
 GZ2902.The geoid height was determined by GEOID03.
 GZ2902
 GZ2902;                    North         East     Units Scale Factor Converg.
 GZ2902;SPC KY1Z     - 1,163,498.691 1,625,241.561   MT  0.99990588   +0 52 23.5
 GZ2902;SPC KY1Z     - 3,817,245.29  5,332,146.69   sFT  0.99990588   +0 52 23.5
 GZ2902;SPC KY S     -   663,479.340   625,250.724   MT  0.99997809   +0 51 45.1
 GZ2902;SPC KY S     - 2,176,765.13  2,051,343.42   sFT  0.99997809   +0 51 45.1
 GZ2902;SPC KY N     -    33,072.198   493,148.615   MT  1.00002982   -0 02 54.2
 GZ2902;SPC KY N     -   108,504.37  1,617,938.41   sFT  1.00002982   -0 02 54.2
 GZ2902;UTM  16      - 4,186,759.242   735,276.629   MT  1.00028185   +1 38 18.6
 GZ2902
 GZ2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2902!SPC KY1Z     -   0.99996066  x   0.99990588  =   0.99986654
 GZ2902!SPC KY S     -   0.99996066  x   0.99997809  =   0.99993875
 GZ2902!SPC KY N     -   0.99996066  x   1.00002982  =   0.99999047
 GZ2902!UTM  16      -   0.99996066  x   1.00028185  =   1.00024249
 GZ2902
 GZ2902:                Primary Azimuth Mark                     Grid Az
 GZ2902:SPC KY1Z     -  I75 T 71 AZ MK                           009 44 31.1
 GZ2902:SPC KY S     -  I75 T 71 AZ MK                           009 45 09.5
 GZ2902:SPC KY N     -  I75 T 71 AZ MK                           010 39 48.8
 GZ2902:UTM  16      -  I75 T 71 AZ MK                           008 58 36.0
 GZ2902
 GZ2902|---------------------------------------------------------------------|
 GZ2902| PID    Reference Object                     Distance      Geod. Az  |
 GZ2902|                                                           dddmmss.s |
 GZ2902| DB9443 I75 T 71 AZ MK                                     0103654.6 |
 GZ2902| DB9444 I75 T 71 RM 1                        22.346 METERS 22214     |
 GZ2902| DB9445 I75 T 71 RM 2                        31.186 METERS 32101     |
 GZ2902|---------------------------------------------------------------------|
 GZ2902
 GZ2902                          SUPERSEDED SURVEY CONTROL
 GZ2902
 GZ2902  NAD 83(1986)-  37 47 52.55475(N)    084 19 40.04844(W) AD(       ) 2
 GZ2902  NAD 27      -  37 47 52.26610(N)    084 19 40.28960(W) AD(       ) 2
 GZ2902  NGVD 29 (07/19/86)  283.2    (m)          929.     (f) VERT ANG       
 GZ2902
 GZ2902.Superseded values are not recommended for survey control.
 GZ2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2902.See file dsdata.txt to determine how the superseded data were derived.
 GZ2902
 GZ2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3527786759(NAD 83)
 GZ2902_MARKER: DD = SURVEY DISK
 GZ2902_SETTING: 0 = UNSPECIFIED SETTING
 GZ2902
 GZ2902  HISTORY     - Date     Condition        Report By
 GZ2902  HISTORY     - 1961     MONUMENTED       KYHD
 GZ2902
 GZ2902                          STATION DESCRIPTION
 GZ2902
 GZ2902'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 GZ2902'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF RICHMOND. AT THE REDA
 GZ2902'DRIVE-IN THEATRE.
 GZ2902'
 GZ2902'TO REACH THE STATION FROM THE MADISON COUNTY COURTHOUSE IN RICHMOND,
 GZ2902'GO NORTHWEST ON U.S. HIGHWAY NO. 25 FOR 4.15 MILES TO THE REDA
 GZ2902'DRIVE-IN THEATRE ON THE RIGHT AND STATION.
 GZ2902'
 GZ2902'STATION MARK IS ABOUT 103 FEET EAST OF THE CENTER OF U.S. 25, 13.5
 GZ2902'FEET NORTHEAST OF THE CENTER OF EXIT DRIVE, 2.0 FEET SOUTHEAST OF A
 GZ2902'METAL WITNESS POST AND SIGN, 1.5 FEET NORTHEAST OF A BOARD FENCE
 GZ2902'AROUND THE NORTH SIDE OF EXIT DRIVE.  THE MARK IS FLUSH AND THE
 GZ2902'DISK IS STAMPED I75-T71-1961.
 GZ2902'
 GZ2902'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT AHEAD
 GZ2902'ON U.S. HIGHWAY 25 FOR 0.35 MILE TO A DRIVE RIGHT, TURN RIGHT AND
 GZ2902'GO 0.03 MILE TO A GATE AND FENCE, WALK NORTH ALONG FENCE FOR
 GZ2902'APPROXIMATELY 300 FEET AND MARK.
 GZ2902'
 GZ2902'REFERENCE MARK NO. 1 IS 54.5 FEET EAST OF THE CENTER OF U.S. 25, 1.7
 GZ2902'FEET NORTH OF THE NORTHEAST CORNER OF BRICK BASE FOR REDA DRIVE-IN
 GZ2902'SIGN.  THE MARK IS FLUSH AND THE DISK IS STAMPED I75-T71-NO.1-1961.
 GZ2902'
 GZ2902'REFERENCE MARK NO. 2 IS 30.5 FEET EAST OF THE CENTER OF U.S. 25, 16
 GZ2902'FEET SOUTH OF A TELEPHONE POLE AND 5.3 FEET NORTH OF FENCE CORNER.
 GZ2902'THE MARK IS FLUSH AND THE DISK IS STAMPED I75-T71-NO.2-1961.
 GZ2902'
 GZ2902'AZIMUTH MARK IS ABOUT 300 FEET NORTH OF DRIVE, ABOUT 156 FEET EAST OF
 GZ2902'THE CENTER OF U.S. HIGHWAY 25, 44.5 FEET NORTH OF A POWER POLE AND
 GZ2902'1.8 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  THE MARK IS
 GZ2902'FLUSH AND THE DISK IS STAMPED I75-T71 1961.
 GZ2902'
 GZ2902'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2902'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2902'
 GZ2902'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2903 ***********************************************************************
 GZ2903  DESIGNATION -  I75 T 72
 GZ2903  PID         -  GZ2903
 GZ2903  STATE/COUNTY-  KY/MADISON
 GZ2903  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ2903
 GZ2903                         *CURRENT SURVEY CONTROL
 GZ2903  ___________________________________________________________________
 GZ2903* NAD 83(1993)-  37 49 30.87532(N)    084 19 35.31423(W)     ADJUSTED  
 GZ2903* NAVD 88     -       293.0    (meters)     961.     (feet)  VERTCON   
 GZ2903  ___________________________________________________________________
 GZ2903  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 GZ2903  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GZ2903
 GZ2903  HORZ ORDER  -  SECOND
 GZ2903
 GZ2903.The horizontal coordinates were established by classical geodetic methods
 GZ2903.and adjusted by the National Geodetic Survey in December 1995..
 GZ2903
 GZ2903.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2903
 GZ2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2903
 GZ2903.The geoid height was determined by GEOID03.
 GZ2903
 GZ2903;                    North         East     Units Scale Factor Converg.
 GZ2903;SPC KY1Z     - 1,166,531.410 1,625,311.000   MT  0.99990534   +0 52 26.4
 GZ2903;SPC KY1Z     - 3,827,195.13  5,332,374.51   sFT  0.99990534   +0 52 26.4
 GZ2903;SPC KY S     -   666,512.272   625,320.733   MT  0.99998206   +0 51 47.9
 GZ2903;SPC KY S     - 2,186,715.68  2,051,573.10   sFT  0.99998206   +0 51 47.9
 GZ2903;SPC KY N     -    36,103.776   493,266.837   MT  1.00002441   -0 02 51.3
 GZ2903;SPC KY N     -   118,450.47  1,618,326.28   sFT  1.00002441   -0 02 51.3
 GZ2903;UTM  16      - 4,189,793.760   735,305.539   MT  1.00028202   +1 38 25.1
 GZ2903
 GZ2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2903!SPC KY1Z     -   0.99995910  x   0.99990534  =   0.99986444
 GZ2903!SPC KY S     -   0.99995910  x   0.99998206  =   0.99994116
 GZ2903!SPC KY N     -   0.99995910  x   1.00002441  =   0.99998351
 GZ2903!UTM  16      -   0.99995910  x   1.00028202  =   1.00024111
 GZ2903
 GZ2903|---------------------------------------------------------------------|
 GZ2903| PID    Reference Object                     Distance      Geod. Az  |
 GZ2903|                                                           dddmmss.s |
 GZ2903| GZ2913 229 RESET KYGS 1961                  62.932 METERS 11349     |
 GZ2903| GZ0138 I75 L 82                                           1773327.5 |
 GZ2903| DB9446 I75 T 72 RM 1                        50.024 METERS 18407     |
 GZ2903|---------------------------------------------------------------------|
 GZ2903
 GZ2903                          SUPERSEDED SURVEY CONTROL
 GZ2903
 GZ2903  NAD 83(1986)-  37 49 30.88320(N)    084 19 35.31870(W) AD(       ) 2
 GZ2903  NAD 27      -  37 49 30.59410(N)    084 19 35.56180(W) AD(       ) 2
 GZ2903  NGVD 29 (07/19/86)  293.2    (m)          962.     (f) VERT ANG       
 GZ2903
 GZ2903.Superseded values are not recommended for survey control.
 GZ2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2903.See file dsdata.txt to determine how the superseded data were derived.
 GZ2903
 GZ2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3530689794(NAD 83)
 GZ2903_MARKER: DD = SURVEY DISK
 GZ2903_SETTING: 0 = UNSPECIFIED SETTING
 GZ2903
 GZ2903  HISTORY     - Date     Condition        Report By
 GZ2903  HISTORY     - 1961     MONUMENTED       KYHD
 GZ2903
 GZ2903                          STATION DESCRIPTION
 GZ2903
 GZ2903'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 GZ2903'STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF RICHMOND.  IT IS ON
 GZ2903'THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 25.
 GZ2903'
 GZ2903'TO REACH THE STATION FROM THE MADISON COUNTY COURTHOUSE IN RICHMOND,
 GZ2903'GO NORTHWEST ON U.S. HIGHWAY NO. 25 FOR 5.4 MILES TO THE AZIMUTH
 GZ2903'MARK ON THE RIGHT, CONTINUE AHEAD ON U.S. 25 FOR 0.8 MILE TO STATION
 GZ2903'ON THE LEFT.
 GZ2903'
 GZ2903'STATION MARK IS ABOUT 124 FEET WEST OF THE CENTER OF U.S. 25, 42 FEET
 GZ2903'NORTHWEST OF A 36 INCH WALNUT TREE, 18 FEET SE OF A TELEPHONE
 GZ2903'POLE AND 1.6 FEET E OF A METAL WITNESS POST AND SIGN.  THE MARK IS
 GZ2903'FLUSH AND THE DISK IS STAMPED I75-T72-1961.
 GZ2903'
 GZ2903'REFERENCE MARK NO. 1 IS 14 FEET SOUTH OF THE CENTER OF DRIVE, 4.8
 GZ2903'FEET SOUTH OF A TELEPHONE POLE, 1.7 FEET EAST OF WOVEN WIRE FENCE.
 GZ2903'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED I75-T72-NO.1-1961.
 GZ2903'
 GZ2903'NO. 229 (KYGS) IS 67.5 FEET EAST OF THE CENTER OF U.S. 25, 7.7 FEET
 GZ2903'NORTH OF GATE POST, 1.5 FEET NORTH OF A METAL WITNESS POST AND
 GZ2903'SIGN, 0.3 FOOT EAST OF WOVEN WIRE FENCE.  A STATE SURVEY DISK SET IN
 GZ2903'TOP OF A CONCRETE POST FLUSH WITH GROUND AND STAMPED 229 RESET 1954.
 GZ2903'
 GZ2903'BENCH MARK I75-L82-1960 WAS USED FOR THE AZIMUTH MARK.  IT IS 65.6
 GZ2903'FEET EAST OF THE CENTER OF U.S. HIGHWAY 25, 26.9 FEET SOUTH OF A
 GZ2903'POWER POLE, 24 FEET NORTH OF THE CENTER OF GRAVEL DRIVE AND 2.1 FEET
 GZ2903'SOUTHWEST OF A METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 GZ2903'OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 GZ2903'PROJECTING 2 INCHES AND STAMPED I75-L82-1960.
 GZ2903'
 GZ2903'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 1 ARE KENTUCKY DEPARTMENT
 GZ2903'OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2903'
 GZ2903'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2904 ***********************************************************************
 GZ2904  DESIGNATION -  I75 T 73
 GZ2904  PID         -  GZ2904
 GZ2904  STATE/COUNTY-  KY/MADISON
 GZ2904  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ2904
 GZ2904                         *CURRENT SURVEY CONTROL
 GZ2904  ___________________________________________________________________
 GZ2904* NAD 83(1993)-  37 50 03.23787(N)    084 19 32.61001(W)     ADJUSTED  
 GZ2904* NAVD 88     -       302.9    (meters)     994.     (feet)  VERTCON   
 GZ2904  ___________________________________________________________________
 GZ2904  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 GZ2904  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GZ2904
 GZ2904  HORZ ORDER  -  SECOND
 GZ2904
 GZ2904.The horizontal coordinates were established by classical geodetic methods
 GZ2904.and adjusted by the National Geodetic Survey in December 1995..
 GZ2904
 GZ2904.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2904
 GZ2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2904
 GZ2904.The geoid height was determined by GEOID03.
 GZ2904
 GZ2904;                    North         East     Units Scale Factor Converg.
 GZ2904;SPC KY1Z     - 1,167,529.993 1,625,361.894   MT  0.99990521   +0 52 28.0
 GZ2904;SPC KY1Z     - 3,830,471.32  5,332,541.48   sFT  0.99990521   +0 52 28.0
 GZ2904;SPC KY S     -   667,510.922   625,371.817   MT  0.99998342   +0 51 49.6
 GZ2904;SPC KY S     - 2,189,992.08  2,051,740.70   sFT  0.99998342   +0 51 49.6
 GZ2904;SPC KY N     -    37,101.529   493,333.793   MT  1.00002268   -0 02 49.6
 GZ2904;SPC KY N     -   121,723.93  1,618,545.95   sFT  1.00002268   -0 02 49.6
 GZ2904;UTM  16      - 4,190,793.311   735,343.084   MT  1.00028223   +1 38 27.9
 GZ2904
 GZ2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2904!SPC KY1Z     -   0.99995755  x   0.99990521  =   0.99986276
 GZ2904!SPC KY S     -   0.99995755  x   0.99998342  =   0.99994097
 GZ2904!SPC KY N     -   0.99995755  x   1.00002268  =   0.99998023
 GZ2904!UTM  16      -   0.99995755  x   1.00028223  =   1.00023977
 GZ2904
 GZ2904|---------------------------------------------------------------------|
 GZ2904| PID    Reference Object                     Distance      Geod. Az  |
 GZ2904|                                                           dddmmss.s |
 GZ2904| GZ2912 228 RESET KYGS 1961                  19.189 METERS 12548     |
 GZ2904| GZ2884 RICHMOND US POST OFFICE TOWER       APPROX. 9.8 KM 1650156.8 |
 GZ2904| GZ2882 RICHMOND EASTERN ST COLL TWR        APPROX.10.7 KM 1674233.2 |
 GZ2904| DB9447 I75 T 73 AZ MK                                     1793125.2 |
 GZ2904| DB9448 I75 T 73 RM 1                        65.472 METERS 23508     |
 GZ2904|---------------------------------------------------------------------|
 GZ2904
 GZ2904                          SUPERSEDED SURVEY CONTROL
 GZ2904
 GZ2904  NAD 83(1986)-  37 50 03.24534(N)    084 19 32.61442(W) AD(       ) 2
 GZ2904  NAD 27      -  37 50 02.95720(N)    084 19 32.85850(W) AD(       ) 2
 GZ2904  NGVD 29 (07/19/86)  303.1    (m)          994.     (f) VERT ANG       
 GZ2904
 GZ2904.Superseded values are not recommended for survey control.
 GZ2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2904.See file dsdata.txt to determine how the superseded data were derived.
 GZ2904
 GZ2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3534390793(NAD 83)
 GZ2904_MARKER: DD = SURVEY DISK
 GZ2904_SETTING: 0 = UNSPECIFIED SETTING
 GZ2904
 GZ2904  HISTORY     - Date     Condition        Report By
 GZ2904  HISTORY     - 1961     MONUMENTED       KYHD
 GZ2904
 GZ2904                          STATION DESCRIPTION
 GZ2904
 GZ2904'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 GZ2904'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF RICHMOND.  IT IS ON THE
 GZ2904'RIGHT-OF-WAY OF U.S. HIGHWAY NO. 25.
 GZ2904'
 GZ2904'TO REACH THE STATION FROM THE MADISON COUNTY COURTHOUSE IN RICHMOND,
 GZ2904'GO NORTHWEST ON U.S. HIGHWAY NO. 25 FOR 6.4 MILES TO THE AZIMUTH
 GZ2904'MARK ON THE RIGHT, CONTINUE AHEAD ON U.S. 25 FOR 0.35 MILE TO STATION
 GZ2904'ON THE LEFT.
 GZ2904'
 GZ2904'STATION MARK IS ABOUT 134 FEET NORTH OF A POWER POLE, 28 FEET WEST OF
 GZ2904'THE CENTER OF U.S. 25 AND ON A BANK ABOUT 4 FEET HIGHER THAN
 GZ2904'HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED I75-T73-1961.
 GZ2904'
 GZ2904'NO. 228 (KYGS) IS 24.8 FEET EAST OF THE CENTER OF U.S. 25, 4.5 FEET
 GZ2904'NORTH OF A TWIN TRUNK LOCUST TREE, 1.2 FEET SOUTH OF A METAL
 GZ2904'WITNESS POST AND SIGN, 0.5 FOOT WEST OF WIRE FENCE.  A STATE SURVEY
 GZ2904'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES AND
 GZ2904'STAMPED 228 RESET 1954.
 GZ2904'
 GZ2904'R.M. NO. 1 IS 60 FEET SOUTH OF A TELEPHONE POLE, 36 FEET NORTH OF
 GZ2904'TELEPHONE POLE AND 1.3 FEET EAST OF WOVEN WIRE FENCE.  THE MARK
 GZ2904'PROJECTS 3 INCHES AND THE DISK IS STAMPED I75-T73-NO.1-1961.
 GZ2904'
 GZ2904'AZIMUTH MARK IS 66 FEET EAST OF THE CENTER OF U.S. HIGHWAY 25, 48
 GZ2904'FEET NORTHEAST OF A 12 INCH CEDAR TREE, 46 FEET NORTH OF FENCE
 GZ2904'CORNER, 29 FEET NORTH OF A POWER POLE, 2.0 FEET SOUTHWEST OF A METAL
 GZ2904'WITNESS POST AND SIGN, 1.4 FEET WEST OF WOVEN WIRE FENCE.  THE
 GZ2904'MARK IS FLUSH AND THE DISK IS STAMPED I75-T73-1961.
 GZ2904'
 GZ2904'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1 AND AZIMUTH MARKS ARE
 GZ2904'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2904'
 GZ2904'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2897 ***********************************************************************
 GZ2897  DESIGNATION -  I75 T 74
 GZ2897  PID         -  GZ2897
 GZ2897  STATE/COUNTY-  KY/MADISON
 GZ2897  USGS QUAD   -  FORD (1993)
 GZ2897
 GZ2897                         *CURRENT SURVEY CONTROL
 GZ2897  ___________________________________________________________________
 GZ2897* NAD 83(1993)-  37 52 45.32073(N)    084 20 25.90159(W)     ADJUSTED  
 GZ2897* NAVD 88     -       296.4    (meters)     972.     (feet)  VERTCON   
 GZ2897  ___________________________________________________________________
 GZ2897  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 GZ2897  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GZ2897
 GZ2897  HORZ ORDER  -  SECOND
 GZ2897
 GZ2897.The horizontal coordinates were established by classical geodetic methods
 GZ2897.and adjusted by the National Geodetic Survey in December 1995..
 GZ2897
 GZ2897.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2897
 GZ2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2897
 GZ2897.The geoid height was determined by GEOID03.
 GZ2897
 GZ2897;                    North         East     Units Scale Factor Converg.
 GZ2897;SPC KY1Z     - 1,172,506.440 1,623,983.578   MT  0.99990494   +0 51 55.3
 GZ2897;SPC KY1Z     - 3,846,798.21  5,328,019.46   sFT  0.99990494   +0 51 55.3
 GZ2897;SPC KY S     -   672,488.033   623,994.310   MT  0.99999058   +0 51 17.2
 GZ2897;SPC KY S     - 2,206,321.15  2,047,221.33   sFT  0.99999058   +0 51 17.2
 GZ2897;SPC KY N     -    42,100.070   492,035.551   MT  1.00001438   -0 03 22.7
 GZ2897;SPC KY N     -   138,123.31  1,614,286.64   sFT  1.00001438   -0 03 22.7
 GZ2897;UTM  16      - 4,195,752.699   733,897.695   MT  1.00027387   +1 38 01.2
 GZ2897
 GZ2897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2897!SPC KY1Z     -   0.99995859  x   0.99990494  =   0.99986354
 GZ2897!SPC KY S     -   0.99995859  x   0.99999058  =   0.99994917
 GZ2897!SPC KY N     -   0.99995859  x   1.00001438  =   0.99997297
 GZ2897!UTM  16      -   0.99995859  x   1.00027387  =   1.00023245
 GZ2897
 GZ2897|---------------------------------------------------------------------|
 GZ2897| PID    Reference Object                     Distance      Geod. Az  |
 GZ2897|                                                           dddmmss.s |
 GZ2897| DB9450 I75 T 74 RM 1                        21.641 METERS 02218     |
 GZ2897| DB9449 I75 T 74 AZ MK                                     1480028.8 |
 GZ2897| DB9451 I75 T 74 RM 2                        20.813 METERS 27738     |
 GZ2897|---------------------------------------------------------------------|
 GZ2897
 GZ2897                          SUPERSEDED SURVEY CONTROL
 GZ2897
 GZ2897  NAD 83(1986)-  37 52 45.32657(N)    084 20 25.90649(W) AD(       ) 2
 GZ2897  NAD 27      -  37 52 45.04510(N)    084 20 26.15630(W) AD(       ) 2
 GZ2897  NGVD 29 (07/19/86)  296.6    (m)          973.     (f) VERT ANG       
 GZ2897
 GZ2897.Superseded values are not recommended for survey control.
 GZ2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2897.See file dsdata.txt to determine how the superseded data were derived.
 GZ2897
 GZ2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3389895753(NAD 83)
 GZ2897_MARKER: DD = SURVEY DISK
 GZ2897_SETTING: 0 = UNSPECIFIED SETTING
 GZ2897
 GZ2897  HISTORY     - Date     Condition        Report By
 GZ2897  HISTORY     - 1961     MONUMENTED       KYHD
 GZ2897
 GZ2897                          STATION DESCRIPTION
 GZ2897
 GZ2897'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 GZ2897'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF RICHMOND AND ABOUT
 GZ2897'14.5 MILES SOUTHEAST OF LEXINGTON.  IT IS ON A HIGH RIDGE THAT IS
 GZ2897'ABOUT 0.2 MILE SOUTH OF KENTUCKY RIVER AND IS ABOUT 300 FEET WEST OF
 GZ2897'A CEMETERY.
 GZ2897'
 GZ2897'TO REACH THE STATION FROM THE MADISON COUNTY COURTHOUSE IN RICHMOND,
 GZ2897'GO NORTHWEST ON U.S. HIGHWAY NO. 25 FOR 9.65 MILES TO THE AZIMUTH
 GZ2897'MARK ON RIGHT, CONTINUE AHEAD ON U.S. 25 FOR 0.05 MILE TO A Y-FORK,
 GZ2897'TAKE LEFT FORK (OLD HIGHWAY 25) AND CONTINUE FOR 0.2 MILE TO A
 GZ2897'GRAVEL DRIVE LEFT, TURN SHARP LEFT UP HILL AND CONTINUE WEST FOR 0.1
 GZ2897'MILE TO STATION ON THE RIGHT.
 GZ2897'
 GZ2897'STATION MARK IS 52.5 FEET SOUTHEAST OF A 12 INCH WILD CHERRY TREE,
 GZ2897'48.0 FEET SOUTH OF WIRE FENCE AND 26 FEET NORTH OF THE CENTER OF
 GZ2897'DRIVE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I75-T74-1961.
 GZ2897'
 GZ2897'REFERENCE MARK NO. 1 IS 70 FEET NORTH OF THE CENTER OF DRIVE, 5.7
 GZ2897'FEET SOUTHWEST OF A 16 INCH LOCUST TREE, 2.4 FEET EAST OF A METAL
 GZ2897'WITNESS POST AND SIGN, 1 FOOT SOUTH OF WIRE FENCE.  THE MARK IS FLUSH
 GZ2897'AND THE DISK IS STAMPED I75-T74-NO.1- 1961.
 GZ2897'
 GZ2897'REFERENCE MARK NO. 2 IS 68 FEET NORTH OF THE CENTER OF DRIVE, 28.3
 GZ2897'FEET SOUTHWEST OF A 12 INCH WILD CHERRY TREE, 15.2 FEET NORTHEAST
 GZ2897'OF A 8 INCH WILD CHERRY TREE AND 2.5 FEET SOUTH OF WIRE FENCE.  THE
 GZ2897'MARK IS FLUSH AND THE DISK IS STAMPED I75-T74-NO.2-1961.
 GZ2897'
 GZ2897'AZIMUTH MARK IS 53 FEET EAST OF THE CENTER OF U.S. HIGHWAY 25, 5.5
 GZ2897'FEET WEST OF BOARD FENCE, 1.6 FEET NORTHWEST OF A METAL WITNESS
 GZ2897'POST AND SIGN, 1.4 FEET NORTH OF WOVEN WIRE FENCE. THE MARK IS FLUSH
 GZ2897'AND THE DISK IS STAMPED I75-T74-1961.
 GZ2897'
 GZ2897'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2897'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2897'
 GZ2897'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0123 ***********************************************************************
 GZ0123  DESIGNATION -  I75 T 75 AZ MK RESET
 GZ0123  PID         -  GZ0123
 GZ0123  STATE/COUNTY-  KY/FAYETTE
 GZ0123  USGS QUAD   -  FORD (1993)
 GZ0123
 GZ0123                         *CURRENT SURVEY CONTROL
 GZ0123  ___________________________________________________________________
 GZ0123* NAD 83(1986)-  37 54 52.     (N)    084 21 49.     (W)     SCALED    
 GZ0123* NAVD 88     -       294.116  (meters)     964.95   (feet)  ADJUSTED  
 GZ0123  ___________________________________________________________________
 GZ0123  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 GZ0123  DYNAMIC HT  -         293.904 (meters)     964.25  (feet)  COMP
 GZ0123  MODELED GRAV-     979,900.1   (mgal)                       NAVD 88
 GZ0123
 GZ0123  VERT ORDER  -  SECOND    CLASS 0
 GZ0123
 GZ0123.The horizontal coordinates were scaled from a topographic map and have
 GZ0123.an estimated accuracy of +/- 6 seconds.
 GZ0123
 GZ0123.The orthometric height was determined by differential leveling
 GZ0123.and adjusted by the National Geodetic Survey in June 1991..
 GZ0123
 GZ0123.The geoid height was determined by GEOID03.
 GZ0123
 GZ0123.The dynamic height is computed by dividing the NAVD 88
 GZ0123.geopotential number by the normal gravity value computed on the
 GZ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0123.degrees latitude (g = 980.6199 gals.).
 GZ0123
 GZ0123.The modeled gravity was interpolated from observed gravity values.
 GZ0123
 GZ0123;                    North         East    Units  Estimated Accuracy
 GZ0123;SPC KY1Z     - 1,176,380.    1,621,900.      MT  (+/- 180 meters Scaled)
 GZ0123
 GZ0123                          SUPERSEDED SURVEY CONTROL
 GZ0123
 GZ0123  NGVD 29 (??/??/92)  294.27   (m)          965.5    (f) COMPUTED    2 0
 GZ0123
 GZ0123.Superseded values are not recommended for survey control.
 GZ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0123.See file dsdata.txt to determine how the superseded data were derived.
 GZ0123
 GZ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG317996(NAD 83)
 GZ0123_MARKER: DZ = AZIMUTH MARK DISK
 GZ0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0123_SP_SET: CONCRETE
 GZ0123_STAMPING: I-75 T-75 1961 RESET 1963
 GZ0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0123
 GZ0123  HISTORY     - Date     Condition        Report By
 GZ0123  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0123
 GZ0123                          STATION DESCRIPTION
 GZ0123
 GZ0123'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 GZ0123'2.4 MI S FROM ATHENS.
 GZ0123'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD
 GZ0123'FROM THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.1 MILES
 GZ0123'SOUTH ALONG CLEVELAND ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 GZ0123'ALONG U.S. HIGHWAY 25 AND 421, 42 1/2 FEET NORTHEAST OF THE
 GZ0123'CENTER OF HIGHWAY, 18 FEET NORTHWEST OF TELEPHONE POLE 345, 2
 GZ0123'FEET SOUTH OF FENCE CORNER, 1 1/2 FEET NORTHWEST OF METAL
 GZ0123'WITNESS POST AND SIGN AND ABOUT 1 FOOT HIGHER THAN HIGHWAY.
 GZ0123'A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF
 GZ0123'CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-75 1961 RESET 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0121 ***********************************************************************
 GZ0121  DESIGNATION -  I75 T 75 RESET
 GZ0121  PID         -  GZ0121
 GZ0121  STATE/COUNTY-  KY/FAYETTE
 GZ0121  USGS QUAD   -  FORD (1993)
 GZ0121
 GZ0121                         *CURRENT SURVEY CONTROL
 GZ0121  ___________________________________________________________________
 GZ0121* NAD 83(1993)-  37 55 02.22104(N)    084 21 54.65537(W)     ADJUSTED  
 GZ0121* NAVD 88     -       295.812  (meters)     970.51   (feet)  ADJUSTED  
 GZ0121  ___________________________________________________________________
 GZ0121  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 GZ0121  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 GZ0121  DYNAMIC HT  -         295.598 (meters)     969.81  (feet)  COMP
 GZ0121  MODELED GRAV-     979,900.0   (mgal)                       NAVD 88
 GZ0121
 GZ0121  HORZ ORDER  -  THIRD
 GZ0121  VERT ORDER  -  SECOND    CLASS 0
 GZ0121
 GZ0121.The horizontal coordinates were established by classical geodetic methods
 GZ0121.and adjusted by the National Geodetic Survey in December 1995..
 GZ0121.No horizontal observational check was made to the station.
 GZ0121
 GZ0121.The orthometric height was determined by differential leveling
 GZ0121.and adjusted by the National Geodetic Survey in June 1991..
 GZ0121
 GZ0121.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0121
 GZ0121.The geoid height was determined by GEOID03.
 GZ0121
 GZ0121.The dynamic height is computed by dividing the NAVD 88
 GZ0121.geopotential number by the normal gravity value computed on the
 GZ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0121.degrees latitude (g = 980.6199 gals.).
 GZ0121
 GZ0121.The modeled gravity was interpolated from observed gravity values.
 GZ0121
 GZ0121;                    North         East     Units Scale Factor Converg.
 GZ0121;SPC KY1Z     - 1,176,693.993 1,621,752.448   MT  0.99990520   +0 51 00.8
 GZ0121;SPC KY1Z     - 3,860,536.88  5,320,699.49   sFT  0.99990520   +0 51 00.8
 GZ0121;SPC KY N     -    46,323.421   489,871.848   MT  1.00000784   -0 04 17.9
 GZ0121;SPC KY N     -   151,979.42  1,607,187.89   sFT  1.00000784   -0 04 17.9
 GZ0121;SPC KY S     -   676,676.365   621,763.749   MT  0.99999711   +0 50 23.4
 GZ0121;SPC KY S     - 2,220,062.37  2,039,903.23   sFT  0.99999711   +0 50 23.4
 GZ0121;UTM  16      - 4,199,911.437   731,609.738   MT  1.00026075   +1 37 11.6
 GZ0121
 GZ0121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0121!SPC KY1Z     -   0.99995871  x   0.99990520  =   0.99986392
 GZ0121!SPC KY N     -   0.99995871  x   1.00000784  =   0.99996655
 GZ0121!SPC KY S     -   0.99995871  x   0.99999711  =   0.99995582
 GZ0121!UTM  16      -   0.99995871  x   1.00026075  =   1.00021945
 GZ0121
 GZ0121:                Primary Azimuth Mark                     Grid Az
 GZ0121:SPC KY1Z     -  I75 T 75 AZ MK RESET                     152 59 59.9
 GZ0121:SPC KY N     -  I75 T 75 AZ MK RESET                     153 55 18.6
 GZ0121:SPC KY S     -  I75 T 75 AZ MK RESET                     153 00 37.3
 GZ0121:UTM  16      -  I75 T 75 AZ MK RESET                     152 13 49.1
 GZ0121
 GZ0121|---------------------------------------------------------------------|
 GZ0121| PID    Reference Object                     Distance      Geod. Az  |
 GZ0121|                                                           dddmmss.s |
 GZ0121| GZ0123 I75 T 75 AZ MK RESET                               1535100.7 |
 GZ0121| GZ0122 I75 T 75 RM 4                        18.433 METERS 16359     |
 GZ0121| GZ2898 I75 T 75                            336.872 METERS 33916     |
 GZ0121| GZ0120 I75 T 75 RM 3                        20.684 METERS 34512     |
 GZ0121|---------------------------------------------------------------------|
 GZ0121
 GZ0121                          SUPERSEDED SURVEY CONTROL
 GZ0121
 GZ0121  NAD 83(1986)-  37 55 02.22770(N)    084 21 54.66067(W) AD(       ) 3
 GZ0121  NAD 27      -  37 55 01.95125(N)    084 21 54.90781(W) AD(       ) 3
 GZ0121  NGVD 29 (??/??/92)  295.96   (m)          971.0    (f) COMPUTED    2 0
 GZ0121
 GZ0121.Superseded values are not recommended for survey control.
 GZ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0121.See file dsdata.txt to determine how the superseded data were derived.
 GZ0121
 GZ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3161099911(NAD 83)
 GZ0121_MARKER: DD = SURVEY DISK
 GZ0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0121_SP_SET: CONCRETE
 GZ0121_STAMPING: I-75 T-75 1961 RESET 1963
 GZ0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0121
 GZ0121  HISTORY     - Date     Condition        Report By
 GZ0121  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0121  HISTORY     - 1963     GOOD             PAS
 GZ0121
 GZ0121                          STATION DESCRIPTION
 GZ0121
 GZ0121'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963 (EB)
 GZ0121'STATION IS LOCATED ABOUT 11.5 MILES SOUTHEAST OF LEXINGTON AND ABOUT
 GZ0121'13 MILES NORTHWEST OF RICHMOND.  IT IS AT THE EAST R/W FENCE OF THE
 GZ0121'PROPOSED RE-LOCATION OF U. S. HIGHWAY NO. 25.
 GZ0121'
 GZ0121'TO REACH THE STATION FROM THE FAYETTE COUNTY HOUSE IN LEXINGTON, GO
 GZ0121'SOUTHEAST ON U. S. HIGHWAY NO. 25 FOR 12.0 MILES TO STATION ON LEFT.
 GZ0121'
 GZ0121'TO REACH AZIMUTH MARK FROM STATION, CONTINUE SOUTHEAST ON U. S.
 GZ0121'HIGHWAY NO. 25 FOR 0.2 MILE TO MARK ON LEFT.
 GZ0121'
 GZ0121'STATION MARK IS LOCATED AT THE EAST R/W FENCE OF PROPOSED RE-LOCATION
 GZ0121'OF U. S. HIGHWAY NO. 25.  IT IS ABOUT 180 FEET NORTHEAST OF THE
 GZ0121'CENTERLINE OF EXISTING U. S. HIGHWAY 25, ABOUT 63 FEET NORTHEAST OF
 GZ0121'THE APPROXIMATE CENTER OF PROPOSED NEW HIGHWAY NO. 25, 13 FEET
 GZ0121'SOUTH OF TELEPHONE POLE NUMBER 335, 1.8 FEET SOUTHWEST OF FENCE
 GZ0121'CORNER AND 1.5 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.  THE
 GZ0121'MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-75 1961 RESET
 GZ0121'1963.
 GZ0121'
 GZ0121'REFERENCE MARK NO. 3 IS NORTH-NORTHWEST OF STATION, 113 FEET SOUTH OF
 GZ0121'TELEPHONE POLE NUMBER 334, 57 FEET NORTHWEST OF TELEPHONE POLE
 GZ0121'NUMBER 335 AND 2 FEET SOUTHWEST OF EAST R/W FENCE.  THE MARK IS
 GZ0121'FLUSH AND THE DISK IS STAMPED I-75 T-75 NO. 3 1963.
 GZ0121'
 GZ0121'REFERENCE MARK NO. 4 IS SOUTH-SOUTHEAST OF STATION, 98 FEET NORTH
 GZ0121'NORTHWEST OF TELEPHONE POLE NO 336, 71 FEET SOUTH OF TELEPHONE
 GZ0121'POLE NO. 335, AND 1.5 FEET SOUTHWEST OF EAST R/W FENCE.  THE MARK
 GZ0121'IS FLUSH AND THE DISK IS STAMPED I-75 T-75 NO. 4 1963.
 GZ0121'
 GZ0121'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHEAST OF STATION, 42.5 FEET NORTH
 GZ0121'EAST OF THE CENTERLINE OF U. S. HIGHWAY 25, 18 FEET NORTHWEST OF
 GZ0121'METAL WITNESS POST AND SIGN AND ABOUT 1 FOOT HIGHER THAN HIGHWAY.
 GZ0121'THE MARK IS FLUSH AND THE DISK IS STAMPED I-75 T-75 1961 RESET 1963.
 GZ0121'
 GZ0121'SURFACE UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ0121'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED.
 GZ0121'
 GZ0121'HEIGHT OF LIGHT ABOVE STATION MARK IS 1.6 METERS.
 GZ0121
 GZ0121                          STATION RECOVERY (1963)
 GZ0121
 GZ0121'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 GZ0121'2.2 MI S FROM ATHENS.
 GZ0121'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0121'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.1 MILES SOUTH
 GZ0121'ALONG CLEVELAND ROAD, THENCE ABOUT 0.5 MILE SOUTHEAST ALONG
 GZ0121'U.S. HIGHWAY 25 AND 421, AT THE EAST R/W FENCE FOR PROPOSED
 GZ0121'LOCATION OF NEW HIGHWAY 25, ABOUT 180 FEET NORTHEAST OF THE
 GZ0121'CENTERLINE OF EXISTING HIGHWAY 25 AND 421, ABOUT 63 FEET
 GZ0121'NORTHEAST OF THE CENTER OF PROPOSED HIGHWAY, 13 FEET SOUTH OF
 GZ0121'TELEPHONE POLE 335, 1.8 FEET SOUTHWEST OF FENCE CORNER, AND 1.5
 GZ0121'FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 GZ0121'DEPARTMENT OF HIGHWAYS SURVEY TABLET SET IN TOP OF CONCRETE
 GZ0121'FLUSH WITH GROUND AND STAMPED I-75 T-75 RESET 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0120 ***********************************************************************
 GZ0120  DESIGNATION -  I75 T 75 RM 3
 GZ0120  PID         -  GZ0120
 GZ0120  STATE/COUNTY-  KY/FAYETTE
 GZ0120  USGS QUAD   -  FORD (1993)
 GZ0120
 GZ0120                         *CURRENT SURVEY CONTROL
 GZ0120  ___________________________________________________________________
 GZ0120* NAD 83(1986)-  37 55 01.     (N)    084 21 54.     (W)     SCALED    
 GZ0120* NAVD 88     -       295.767  (meters)     970.36   (feet)  ADJUSTED  
 GZ0120  ___________________________________________________________________
 GZ0120  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 GZ0120  DYNAMIC HT  -         295.553 (meters)     969.66  (feet)  COMP
 GZ0120  MODELED GRAV-     979,900.0   (mgal)                       NAVD 88
 GZ0120
 GZ0120  VERT ORDER  -  SECOND    CLASS 0
 GZ0120
 GZ0120.The horizontal coordinates were scaled from a topographic map and have
 GZ0120.an estimated accuracy of +/- 6 seconds.
 GZ0120
 GZ0120.The orthometric height was determined by differential leveling
 GZ0120.and adjusted by the National Geodetic Survey in June 1991..
 GZ0120
 GZ0120.The geoid height was determined by GEOID03.
 GZ0120
 GZ0120.The dynamic height is computed by dividing the NAVD 88
 GZ0120.geopotential number by the normal gravity value computed on the
 GZ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0120.degrees latitude (g = 980.6199 gals.).
 GZ0120
 GZ0120.The modeled gravity was interpolated from observed gravity values.
 GZ0120
 GZ0120;                    North         East    Units  Estimated Accuracy
 GZ0120;SPC KY1Z     - 1,176,660.    1,621,770.      MT  (+/- 180 meters Scaled)
 GZ0120
 GZ0120                          SUPERSEDED SURVEY CONTROL
 GZ0120
 GZ0120  NGVD 29 (??/??/92)  295.920  (m)          970.86   (f) ADJ UNCH    2 0
 GZ0120
 GZ0120.Superseded values are not recommended for survey control.
 GZ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0120.See file dsdata.txt to determine how the superseded data were derived.
 GZ0120
 GZ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG316998(NAD 83)
 GZ0120_MARKER: DR = REFERENCE MARK DISK
 GZ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0120_STAMPING: I-75 T-75 NO 3 1963
 GZ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0120+STABILITY: SURFACE MOTION
 GZ0120
 GZ0120  HISTORY     - Date     Condition        Report By
 GZ0120  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0120
 GZ0120                          STATION DESCRIPTION
 GZ0120
 GZ0120'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 GZ0120'2.2 MI S FROM ATHENS.
 GZ0120'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0120'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.1 MILES SOUTH
 GZ0120'ALONG CLEVELAND ROAD, THENCE ABOUT 0.5 MILE SOUTHEAST ALONG U.S.
 GZ0120'HIGHWAY 25 AND 421, AT THE EAST R/W FENCE FOR PROPOSED LOCATION
 GZ0120'OF NEW HIGHWAY 25, 113 FEET SOUTH OF A TELEPHONE POLE 334, 57
 GZ0120'FEET NORTHWEST OF TELEPHONE POLE 335 AND 2 FEET SOUTHWEST OF EAST
 GZ0120'R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK
 GZ0120'DISK SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75
 GZ0120'T-75 NO. 3 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0122 ***********************************************************************
 GZ0122  DESIGNATION -  I75 T 75 RM 4
 GZ0122  PID         -  GZ0122
 GZ0122  STATE/COUNTY-  KY/FAYETTE
 GZ0122  USGS QUAD   -  FORD (1993)
 GZ0122
 GZ0122                         *CURRENT SURVEY CONTROL
 GZ0122  ___________________________________________________________________
 GZ0122* NAD 83(1986)-  37 55 01.     (N)    084 21 54.     (W)     SCALED    
 GZ0122* NAVD 88     -       294.968  (meters)     967.74   (feet)  ADJUSTED  
 GZ0122  ___________________________________________________________________
 GZ0122  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 GZ0122  DYNAMIC HT  -         294.755 (meters)     967.04  (feet)  COMP
 GZ0122  MODELED GRAV-     979,900.0   (mgal)                       NAVD 88
 GZ0122
 GZ0122  VERT ORDER  -  SECOND    CLASS 0
 GZ0122
 GZ0122.The horizontal coordinates were scaled from a topographic map and have
 GZ0122.an estimated accuracy of +/- 6 seconds.
 GZ0122
 GZ0122.The orthometric height was determined by differential leveling
 GZ0122.and adjusted by the National Geodetic Survey in June 1991..
 GZ0122
 GZ0122.The geoid height was determined by GEOID03.
 GZ0122
 GZ0122.The dynamic height is computed by dividing the NAVD 88
 GZ0122.geopotential number by the normal gravity value computed on the
 GZ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0122.degrees latitude (g = 980.6199 gals.).
 GZ0122
 GZ0122.The modeled gravity was interpolated from observed gravity values.
 GZ0122
 GZ0122;                    North         East    Units  Estimated Accuracy
 GZ0122;SPC KY1Z     - 1,176,660.    1,621,770.      MT  (+/- 180 meters Scaled)
 GZ0122
 GZ0122                          SUPERSEDED SURVEY CONTROL
 GZ0122
 GZ0122  NGVD 29 (??/??/92)  295.121  (m)          968.24   (f) ADJ UNCH    2 0
 GZ0122
 GZ0122.Superseded values are not recommended for survey control.
 GZ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0122.See file dsdata.txt to determine how the superseded data were derived.
 GZ0122
 GZ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG316998(NAD 83)
 GZ0122_MARKER: DR = REFERENCE MARK DISK
 GZ0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0122_SP_SET: CONCRETE
 GZ0122_STAMPING: I-75 T-75 NO 4 1963
 GZ0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0122
 GZ0122  HISTORY     - Date     Condition        Report By
 GZ0122  HISTORY     - 1963     MONUMENTED       KYHD
 GZ0122
 GZ0122                          STATION DESCRIPTION
 GZ0122
 GZ0122'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1963
 GZ0122'2.2 MI S FROM ATHENS.
 GZ0122'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0122'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.1 MILES SOUTH ALONG
 GZ0122'CLEVELAND ROAD, THENCE ABOUT 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY
 GZ0122'25 AND 421, AT THE EAST R/W FENCE FOR PROPOSED LOCATION OF NEW
 GZ0122'HIGHWAY 25, 98 FEET NORTH-NORTHWEST OF TELEPHONE POLE 336, 71
 GZ0122'FEET SOUTH OF TELEPHONE POLE 335 AND 1.5 FEET SOUTHWEST OF EAST
 GZ0122'R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK
 GZ0122'SET IN TOP OF CONCRETE FLUSH WITH GROUND AND STAMPED I-75 T-75
 GZ0122'NO. 4 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2920 ***********************************************************************
 GZ2920  DESIGNATION -  I75 T 75A
 GZ2920  PID         -  GZ2920
 GZ2920  STATE/COUNTY-  KY/FAYETTE
 GZ2920  USGS QUAD   -  COLETOWN (1993)
 GZ2920
 GZ2920                         *CURRENT SURVEY CONTROL
 GZ2920  ___________________________________________________________________
 GZ2920* NAD 83(1993)-  37 55 34.20739(N)    084 24 20.46744(W)     ADJUSTED  
 GZ2920* NAVD 88     -       314.3    (meters)    1031.     (feet)  VERTCON   
 GZ2920  ___________________________________________________________________
 GZ2920  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 GZ2920  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 GZ2920
 GZ2920  HORZ ORDER  -  SECOND
 GZ2920
 GZ2920.The horizontal coordinates were established by classical geodetic methods
 GZ2920.and adjusted by the National Geodetic Survey in December 1995..
 GZ2920
 GZ2920.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2920
 GZ2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2920
 GZ2920.The geoid height was determined by GEOID03.
 GZ2920
 GZ2920;                    North         East     Units Scale Factor Converg.
 GZ2920;SPC KY1Z     - 1,177,627.928 1,618,177.461   MT  0.99990532   +0 49 31.3
 GZ2920;SPC KY1Z     - 3,863,600.96  5,308,970.55   sFT  0.99990532   +0 49 31.3
 GZ2920;SPC KY N     -    47,314.865   486,311.989   MT  1.00000638   -0 05 48.6
 GZ2920;SPC KY N     -   155,232.19  1,595,508.58   sFT  1.00000638   -0 05 48.6
 GZ2920;SPC KY S     -   677,611.026   618,188.597   MT  0.99999870   +0 48 55.0
 GZ2920;SPC KY S     - 2,223,128.84  2,028,173.76   sFT  0.99999870   +0 48 55.0
 GZ2920;UTM  16      - 4,200,797.565   728,021.287   MT  1.00024043   +1 35 43.0
 GZ2920
 GZ2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2920!SPC KY1Z     -   0.99995581  x   0.99990532  =   0.99986114
 GZ2920!SPC KY N     -   0.99995581  x   1.00000638  =   0.99996219
 GZ2920!SPC KY S     -   0.99995581  x   0.99999870  =   0.99995451
 GZ2920!UTM  16      -   0.99995581  x   1.00024043  =   1.00019623
 GZ2920
 GZ2920:                Primary Azimuth Mark                     Grid Az
 GZ2920:SPC KY1Z     -  COLETOWN                                 021 07 39.9
 GZ2920:SPC KY N     -  COLETOWN                                 022 02 59.8
 GZ2920:SPC KY S     -  COLETOWN                                 021 08 16.2
 GZ2920:UTM  16      -  COLETOWN                                 020 21 28.2
 GZ2920
 GZ2920|---------------------------------------------------------------------|
 GZ2920| PID    Reference Object                     Distance      Geod. Az  |
 GZ2920|                                                           dddmmss.s |
 GZ2920| GZ2919 COLETOWN                            APPROX. 1.2 KM 0215711.2 |
 GZ2920| DB9453 I75 T 75A RM 2                       15.033 METERS 27456     |
 GZ2920|---------------------------------------------------------------------|
 GZ2920
 GZ2920                          SUPERSEDED SURVEY CONTROL
 GZ2920
 GZ2920  NAD 83(1986)-  37 55 34.21425(N)    084 24 20.47340(W) AD(       ) 2
 GZ2920  NAD 27      -  37 55 33.92940(N)    084 24 20.70650(W) AD(       ) 2
 GZ2920  NGVD 29 (07/19/86)  314.5    (m)         1032.     (f) VERT ANG       
 GZ2920
 GZ2920.Superseded values are not recommended for survey control.
 GZ2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2920.See file dsdata.txt to determine how the superseded data were derived.
 GZ2920
 GZ2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2802100798(NAD 83)
 GZ2920_MARKER: DD = SURVEY DISK
 GZ2920_SETTING: 0 = UNSPECIFIED SETTING
 GZ2920
 GZ2920  HISTORY     - Date     Condition        Report By
 GZ2920  HISTORY     - 1961     MONUMENTED       KYHD
 GZ2920
 GZ2920                          STATION DESCRIPTION
 GZ2920
 GZ2920'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 GZ2920'STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF RICHMOND AND ABOUT 9
 GZ2920'MILES SOUTHEAST OF LEXINGTON.  IT IS ABOUT 200 FEET NORTHWEST
 GZ2920'OF A 1-1/2 STORY FRAME HOUSE.
 GZ2920'
 GZ2920'TO REACH THE STATION FROM THE FAYETTE COUNTY COURTHOUSE IN LEXINGTON,
 GZ2920'GO SOUTHEAST ON U.S. HIGHWAY NO. 25 FOR 9.2 MILES TO A BLACK
 GZ2920'TOP T-ROAD RIGHT (JACKS CREEK PIKE), TURN RIGHT AND GO SOUTHWEST ON
 GZ2920'JACKS CREEK PIKE FOR 0.95 MILE TO CROSSROAD, TURN LEFT AND GO EAST
 GZ2920'ON WHITES LANE FOR 0.3 MILE TO STATION ON RIGHT.
 GZ2920'
 GZ2920'STATION MARK IS 76.6 FEET EAST OF A 14 INCH HACKBERRY TREE, 56.5 FEET
 GZ2920'WEST OF A 24 INCH HACKBERRY TREE, 13 FEET SOUTH OF THE CENTER OF
 GZ2920'ROAD, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN AND 1.5
 GZ2920'FEET SOUTH OF WOVEN WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 GZ2920'STAMPED I75-T75A-1961.
 GZ2920'
 GZ2920'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 15 FEET SOUTH OF THE
 GZ2920'CENTER OF ROAD, 8.0 FEET WEST OF A 24 INCH HACKBERRY TREE,
 GZ2920'1.1 FEET SOUTH OF WOVEN WIRE FENCE.  THE MARK IS FLUSH AND THE DISK
 GZ2920'IS STAMPED I75-T75A-NO.1-1961.
 GZ2920'
 GZ2920'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 94 FEET SOUTHEAST OF A
 GZ2920'TELEPHONE POLE, 27.2 FEET EAST OF A 14 INCH HACKBERRY TREE,
 GZ2920'11 FEET SOUTH OF THE CENTER OF ROAD AND 1.3 FEET SOUTH OF WOVEN WIRE
 GZ2920'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GZ2920'I75-T75A-NO.2-1961.
 GZ2920'
 GZ2920'NO SUITABLE PLACE FOUND FOR AZIMUTH MARK.
 GZ2920'
 GZ2920'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 GZ2920'HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2920'
 GZ2920'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2921 ***********************************************************************
 GZ2921  DESIGNATION -  I75 T 76
 GZ2921  PID         -  GZ2921
 GZ2921  STATE/COUNTY-  KY/FAYETTE
 GZ2921  USGS QUAD   -  COLETOWN (1993)
 GZ2921
 GZ2921                         *CURRENT SURVEY CONTROL
 GZ2921  ___________________________________________________________________
 GZ2921* NAD 83(1993)-  37 57 45.14960(N)    084 23 12.37644(W)     ADJUSTED  
 GZ2921* NAVD 88     -       320.3    (meters)    1051.     (feet)  VERTCON   
 GZ2921  ___________________________________________________________________
 GZ2921  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 GZ2921  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 GZ2921
 GZ2921  HORZ ORDER  -  SECOND
 GZ2921
 GZ2921.The horizontal coordinates were established by classical geodetic methods
 GZ2921.and adjusted by the National Geodetic Survey in December 1995..
 GZ2921
 GZ2921.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2921
 GZ2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2921
 GZ2921.The geoid height was determined by GEOID03.
 GZ2921
 GZ2921;                    North         East     Units Scale Factor Converg.
 GZ2921;SPC KY1Z     - 1,181,688.455 1,619,781.103   MT  0.99990607   +0 50 13.1
 GZ2921;SPC KY1Z     - 3,876,922.87  5,314,231.84   sFT  0.99990607   +0 50 13.1
 GZ2921;SPC KY N     -    51,349.453   487,980.935   MT  1.00000063   -0 05 06.3
 GZ2921;SPC KY N     -   168,469.00  1,600,984.12   sFT  1.00000063   -0 05 06.3
 GZ2921;SPC KY S     -   681,671.660   619,793.113   MT  1.00000546   +0 49 36.3
 GZ2921;SPC KY S     - 2,236,451.10  2,033,437.90   sFT  1.00000546   +0 49 36.3
 GZ2921;UTM  16      - 4,204,880.676   729,570.701   MT  1.00024915   +1 36 29.6
 GZ2921
 GZ2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2921!SPC KY1Z     -   0.99995489  x   0.99990607  =   0.99986096
 GZ2921!SPC KY N     -   0.99995489  x   1.00000063  =   0.99995552
 GZ2921!SPC KY S     -   0.99995489  x   1.00000546  =   0.99996034
 GZ2921!UTM  16      -   0.99995489  x   1.00024915  =   1.00020402
 GZ2921
 GZ2921:                Primary Azimuth Mark                     Grid Az
 GZ2921:SPC KY1Z     -  I75 T 76 AZ MK                           002 16 34.3
 GZ2921:SPC KY N     -  I75 T 76 AZ MK                           003 11 53.7
 GZ2921:SPC KY S     -  I75 T 76 AZ MK                           002 17 11.1
 GZ2921:UTM  16      -  I75 T 76 AZ MK                           001 30 17.8
 GZ2921
 GZ2921|---------------------------------------------------------------------|
 GZ2921| PID    Reference Object                     Distance      Geod. Az  |
 GZ2921|                                                           dddmmss.s |
 GZ2921| DB9454 I75 T 76 AZ MK                                     0030647.4 |
 GZ2921| DB9455 I75 T 76 RM 1                        18.104 METERS 02004     |
 GZ2921| DB9456 I75 T 76 RM 2                        23.550 METERS 11628     |
 GZ2921| HZ2428 LEXINGTON TV STATION WKYT MAST      APPROX. 9.8 KM 3251151.0 |
 GZ2921|---------------------------------------------------------------------|
 GZ2921
 GZ2921                          SUPERSEDED SURVEY CONTROL
 GZ2921
 GZ2921  NAD 83(1986)-  37 57 45.15703(N)    084 23 12.38215(W) AD(       ) 2
 GZ2921  NAD 27      -  37 57 44.87300(N)    084 23 12.61770(W) AD(       ) 2
 GZ2921  NGVD 29 (07/19/86)  320.5    (m)         1052.     (f) VERT ANG       
 GZ2921
 GZ2921.Superseded values are not recommended for survey control.
 GZ2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2921.See file dsdata.txt to determine how the superseded data were derived.
 GZ2921
 GZ2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2957104881(NAD 83)
 GZ2921_MARKER: DD = SURVEY DISK
 GZ2921_SETTING: 0 = UNSPECIFIED SETTING
 GZ2921
 GZ2921  HISTORY     - Date     Condition        Report By
 GZ2921  HISTORY     - 1961     MONUMENTED       KYHD
 GZ2921
 GZ2921                          STATION DESCRIPTION
 GZ2921
 GZ2921'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1961 (EB)
 GZ2921'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF LEXINGTON AND ABOUT
 GZ2921'16.5 MILES NORTHWEST OF RICHMOND.  IT IS ON A PROMINENT HILL
 GZ2921'IN AN OPEN PASTURE.
 GZ2921'
 GZ2921'TO REACH THE STATION FROM THE FAYETTE COUNTY COURTHOUSE IN LEXINGTON,
 GZ2921'GO SE ON U. S. HIGHWAY NO. 25 FOR 6.8 MILES TO A T-ROAD LEFT,
 GZ2921'TURN LEFT AND GO EAST ON THE ATHENS-BOONESBORO ROAD FOR 2.1 MILES TO
 GZ2921'A DRIVE LEFT (*), CONTINUE AHEAD ON THE ATHENS-BOONESBORO ROAD
 GZ2921'FOR 0.4 MILE TO A GATE ON THE LEFT, TURN LEFT THROUGH GATE AND GO
 GZ2921'NORTH ACROSS PASTURE FOR 0.1 MILE TO TOP OF HILL AND STATION.
 GZ2921'
 GZ2921'(*) TO REACH AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO NORTHEAST
 GZ2921'ON DRIVE FOR 0.35 MILE TO MARK ON THE RIGHT.
 GZ2921'
 GZ2921'STATION MARK IS ABOUT 363 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 GZ2921'OF BARN, ABOUT 339 FEET NORTH-NORTHWEST OF A 48 INCH OAKTREE.
 GZ2921'THE MARK IS FLUSH AND THE DISK IS STAMPED I75-T76-1961.
 GZ2921'
 GZ2921'REFERENCE MARK NO. 1 IS ABOUT 326 FEET WEST OF THE SOUTHWEST CORNER
 GZ2921'OF BARN.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GZ2921'I75-T76-NO.1-1961.
 GZ2921'
 GZ2921'REFERENCE MARK NO. 2 IS ABOUT 318 FEET SOUTHWEST OF THE SOUTHWEST
 GZ2921'CORNER OF BARN AND ABOUT 284 FEET NORTH OF A 48 INCH OAK TREE.
 GZ2921'THE MARK IS FLUSH AND THE DISK IS STAMPED I75-T76-NO.2-1961.
 GZ2921'
 GZ2921'AZIMUTH MARK IS 91 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 2
 GZ2921'STORY BRICK HOUSE, 17 FEET SOUTH OF THE CENTER OF DRIVE, 9.0
 GZ2921'FEET EAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A METAL WITNESS POST
 GZ2921'AND SIGN, 1.5 FEET SOUTH OF BOARD FENCE.  THE MARK IS FLUSH AND
 GZ2921'THE DISK IS STAMPED I75-T76-1961.
 GZ2921'
 GZ2921'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 GZ2921'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE.
 GZ2921'
 GZ2921'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0169 ***********************************************************************
 HZ0169  DESIGNATION -  I75 T 77
 HZ0169  PID         -  HZ0169
 HZ0169  STATE/COUNTY-  KY/FAYETTE
 HZ0169  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0169
 HZ0169                         *CURRENT SURVEY CONTROL
 HZ0169  ___________________________________________________________________
 HZ0169* NAD 83(1993)-  38 00 48.47667(N)    084 25 11.05477(W)     ADJUSTED  
 HZ0169* NAVD 88     -       319.319  (meters)    1047.63   (feet)  ADJUSTED  
 HZ0169  ___________________________________________________________________
 HZ0169  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 HZ0169  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HZ0169  DYNAMIC HT  -         319.088 (meters)    1046.87  (feet)  COMP
 HZ0169  MODELED GRAV-     979,896.5   (mgal)                       NAVD 88
 HZ0169
 HZ0169  HORZ ORDER  -  SECOND
 HZ0169  VERT ORDER  -  SECOND    CLASS 0
 HZ0169
 HZ0169.The horizontal coordinates were established by classical geodetic methods
 HZ0169.and adjusted by the National Geodetic Survey in December 1995..
 HZ0169
 HZ0169.The orthometric height was determined by differential leveling
 HZ0169.and adjusted by the National Geodetic Survey in June 1991..
 HZ0169
 HZ0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0169
 HZ0169.The geoid height was determined by GEOID03.
 HZ0169
 HZ0169.The dynamic height is computed by dividing the NAVD 88
 HZ0169.geopotential number by the normal gravity value computed on the
 HZ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0169.degrees latitude (g = 980.6199 gals.).
 HZ0169
 HZ0169.The modeled gravity was interpolated from observed gravity values.
 HZ0169
 HZ0169;                    North         East     Units Scale Factor Converg.
 HZ0169;SPC KY1Z     - 1,187,297.947 1,616,804.139   MT  0.99990779   +0 49 00.2
 HZ0169;SPC KY1Z     - 3,895,326.68  5,304,464.91   sFT  0.99990779   +0 49 00.2
 HZ0169;SPC KY N     -    57,006.639   485,094.379   MT  0.99999325   -0 06 20.1
 HZ0169;SPC KY N     -   187,029.28  1,591,513.81   sFT  0.99999325   -0 06 20.1
 HZ0169;UTM  16      - 4,210,451.400   726,517.397   MT  1.00023199   +1 35 23.0
 HZ0169
 HZ0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0169!SPC KY1Z     -   0.99995508  x   0.99990779  =   0.99986287
 HZ0169!SPC KY N     -   0.99995508  x   0.99999325  =   0.99994833
 HZ0169!UTM  16      -   0.99995508  x   1.00023199  =   1.00018705
 HZ0169
 HZ0169:                Primary Azimuth Mark                     Grid Az
 HZ0169:SPC KY1Z     -  I75 T 77 AZ MK                           097 08 33.0
 HZ0169:SPC KY N     -  I75 T 77 AZ MK                           098 03 53.3
 HZ0169:UTM  16      -  I75 T 77 AZ MK                           096 22 10.2
 HZ0169
 HZ0169|---------------------------------------------------------------------|
 HZ0169| PID    Reference Object                     Distance      Geod. Az  |
 HZ0169|                                                           dddmmss.s |
 HZ0169| HZ0170 I75 T 77 AZ MK                                     0975733.2 |
 HZ0169| HZ0168 I75 T 77 RM 2                        21.456 METERS 11457     |
 HZ0169| HZ0167 TT 3 T                               21.456 METERS 17320     |
 HZ0169| HZ2426 LEXINGTON WEST BASE                 APPROX. 1.7 KM 2773241.7 |
 HZ0169| HZ2428 LEXINGTON TV STATION WKYT MAST      APPROX. 3.6 KM 3113413.0 |
 HZ0169|---------------------------------------------------------------------|
 HZ0169
 HZ0169                          SUPERSEDED SURVEY CONTROL
 HZ0169
 HZ0169  NAD 83(1986)-  38 00 48.48352(N)    084 25 11.06076(W) AD(       ) 2
 HZ0169  NAD 27      -  38 00 48.20130(N)    084 25 11.28860(W) AD(       ) 2
 HZ0169  NGVD 29 (??/??/92)  319.477  (m)         1048.15   (f) ADJ UNCH    2 0
 HZ0169
 HZ0169.Superseded values are not recommended for survey control.
 HZ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0169.See file dsdata.txt to determine how the superseded data were derived.
 HZ0169
 HZ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2651710451(NAD 83)
 HZ0169_MARKER: DE = TRAVERSE STATION DISK
 HZ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0169_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ0169_STAMPING: I 75 T 77 1960
 HZ0169_MARK LOGO: KYHD  
 HZ0169_PROJECTION: PROJECTING 15 CENTIMETERS
 HZ0169_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0169
 HZ0169  HISTORY     - Date     Condition        Report By
 HZ0169  HISTORY     - 1960     MONUMENTED       KYHD
 HZ0169  HISTORY     - 1960     GOOD             PAS
 HZ0169  HISTORY     - 19600222 GOOD             NGS
 HZ0169
 HZ0169                          STATION DESCRIPTION
 HZ0169
 HZ0169'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1960 (EB)
 HZ0169'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF LEXINGTON, ON THE
 HZ0169'RIGHT OF WAY OF THE CHESAPEAKE AND OHIO RAILROAD.
 HZ0169'
 HZ0169'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0169'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE TO
 HZ0169'INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN LEFT
 HZ0169'AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55 MILE TO
 HZ0169'INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY 60 AND
 HZ0169'CONTINUE EAST FOR 4.75 MILES TO ROAD RIGHT (BRYANT ROAD).  TURN RIGHT
 HZ0169'AND GO SOUTHWEST ON BRYANT ROAD FOR 2.1 MILES TO RAILROAD CROSSING
 HZ0169'AND STATION ON THE RIGHT.
 HZ0169'
 HZ0169'STATION MARK IS LOCATED 39 FEET NORTHWEST OF RAILROAD CROSSING.  25
 HZ0169'FEET SOUTH OF FENCE CORNER, 25 FEET WEST OF APPROXIMATE CENTER OF
 HZ0169'BRYANT ROAD AND ABOUT 6 FEET HIGHER THAN ROAD.  THE MARK PROJECTS 2
 HZ0169'INCHES AND THE DISK IS STAMPED I 75 T 77 1960.
 HZ0169'
 HZ0169'U.S.G.S. TT STA. NO 3T WAS USED AS REFERENCE MARK 1.  IT IS 43 FEET
 HZ0169'SOUTH OF RAILROAD CROSSING, 31 FEET EAST OF APPROXIMATE CENTER OF
 HZ0169'BRYANT ROAD, 14 FEET WEST OF TELEPHONE POLE, 5 FEET EAST OF BROAD
 HZ0169'FENCE, 3 FEET SOUTH OF WIRE FENCE.  MARK IS A U.S.G.S. BRONZE DISK
 HZ0169'SET IN TOP OF A 6 IN X 6 IN CONCRETE POST PROJECTING 3 INCHES AND
 HZ0169'STAMPED TT NO.3T 1927.
 HZ0169'
 HZ0169'REFERENCE MARK 2 IS NORTHWEST OF STATION, ABOUT 106 FEET WEST OF
 HZ0169'APPROXIMATE CENTER OF BRYANT ROAD, 57 FEET NORTH OF NORTH RAIL, 2
 HZ0169'FEET SOUTH OF WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HZ0169'I75 T77 NO.2 1960.
 HZ0169'
 HZ0169'AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION.  IT IS A BANK
 HZ0169'ABOUT 10 FEET HIGHER THAN TRACKS, 31.5 FEET NORTH OF NORTH RAIL, 25
 HZ0169'FEET SOUTH OF FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 HZ0169'STAMPED I75 T77 1960.
 HZ0169'
 HZ0169'TO REACH FROM THE STATION, FOLLOW DIRT ROAD EAST ALONG THE NORTH
 HZ0169'RIGHT OF WAY OF RAILROAD FOR 0.4 MILE TO TOP OF CUT AND MARK ON THE
 HZ0169'RIGHT.
 HZ0169'
 HZ0169'SURFACE, UNDERGROUND, REFERENCE NO.2 AND AZIMUTH MARKS ARE KENTUCKY
 HZ0169'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDER.
 HZ0169'
 HZ0169'STATION MARK IS 1.4 FEET WEST OF METAL WITNESS POST AND SIGN.
 HZ0169'
 HZ0169'AZIMUTH MARK IS 2.7 FEET NORTH OF METAL WITNESS POST AND SIGN.
 HZ0169'
 HZ0169'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 HZ0169
 HZ0169                          STATION RECOVERY (1960)
 HZ0169
 HZ0169'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0169'8.1 MI SE FROM LEXINGTON.
 HZ0169'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0169'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0169'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0169'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55
 HZ0169'MILE TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY
 HZ0169'60 AND CONTINUE EAST FOR 4.75 MILES TO ROAD RIGHT (BRYANT ROAD).
 HZ0169'TURN RIGHT AND GO SOUTHWEST ON BRYANT ROAD FOR 2.1 MILES TO
 HZ0169'RAILROAD CROSSING AND STATION ON THE RIGHT, LOCATED 39 FEET
 HZ0169'NORTHWEST OF RAILROAD CROSSING, 25 FEET SOUTH OF FENCE CORNER, 25
 HZ0169'FEET WEST OF APPROXIMATE CENTER OF BRYANT ROAD AND ABOUT 6 FEET
 HZ0169'HIGHER THAN ROAD.  THE MARK PROJECTS 2 INCHES AND IS 1.4 FEET WEST
 HZ0169'OF METAL WITNESS POST AND SIGN.
 HZ0169
 HZ0169                          STATION RECOVERY (1960)
 HZ0169
 HZ0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 (CLN)
 HZ0169'THE STATION MARK REFERENCE MARK TWO AND TT NO 3 T (USGS) WERE
 HZ0169'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK MONUMENT WAS FOUND WITH
 HZ0169'THE TOP BROKEN OFF.  THE DIRECTIONS TO REFERENCE MARK TWO AND TT NO 3T
 HZ0169'CHECKED PREVIOUS DATA.  THE DISTANCES TO THESE TWO MARKS DID NOT CHECK
 HZ0169'PREVIOUS DATA AND APPEAR TO HAVE BEEN TRANSPOSED.  A NEW AZIMUTH MARK
 HZ0169'WAS ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION. THE STATION IS
 HZ0169'LOCATED IN LEXINGTON ABOUT 8.0 KM (4.95 MI) SOUTHEAST FROM THE CENTER
 HZ0169'OF TOWN ON RAILROAD RIGHT OF WAY. TO REACH THE STATION FROM THE
 HZ0169'JUNCTION OF INTERSTATE 75 AND U S HIGHWAY 60 GO EAST ALONG U S HIGHWAY
 HZ0169'60 FOR 2.3 KM (1.40 MI) TO A JUNCTION WITH BRYANT ROAD ON THE RIGHT.
 HZ0169'TURN RIGHT AND GO SOUTHWEST ALONG BRYANT ROAD FOR 3.4 KM (2.10 MI) TO
 HZ0169'A RAILROAD CROSSING AND THE STATION ON THE RIGHT.
 HZ0169'THE STATION IS A STANDARD KY HD DISK--STAMPED I75-T77 1960--, SET INTO
 HZ0169'THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25 CM) IN DIAMETER
 HZ0169'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  THE STATION IS ABOUT
 HZ0169'1.8 METERS (5.9 FT) HIGHER THAN THE ROAD.  THE STATION IS LOCATED 11.9
 HZ0169'METERS (39.0 FT) NORTHWEST FROM THE CENTER OF THE RAILROAD CROSSING
 HZ0169'7.9 METERS (25.9 FT) SOUTH FROM A FENCE CORNER 7.9 METERS (25.9 FT)
 HZ0169'WEST FROM THE CENTERLINE OF BRYANT ROAD 0.43 METERS (1.41 FT) WEST
 HZ0169'FROM A METAL WITNESS POST AND SIGN 9.60 METERS (31.50 FT) EAST FROM
 HZ0169'THE CENTER OF A MANHOLE COVER. REFERENCE MARK NO 1 IS A STANDARD USGS
 HZ0169'DISK STAMPED--TT STA NO 3T 1927--, SET INTO THE TOP OF A SQUARE
 HZ0169'CONCRETE MONUMENT 6 INCHES (15 CM IN DIAMETER PROJECTING 3 INCHES (8
 HZ0169'CM) ABOVE THE GROUND.  THE STATION IS LOCATED 13 METERS (42.7 FT)
 HZ0169'SOUTH FROM THE CENTER OF THE RAILROAD CROSSING 9.4 METERS (30.8 FT)
 HZ0169'EAST FROM THE CENTERLINE OF BRYANT ROAD 1.5 METERS (4.9 FT) SOUTHEAST
 HZ0169'FROM A FENCE CROSSING 0.43 METERS (1.41 FT) WEST FROM A CARSONITE
 HZ0169'WITNESS POST AND 0.3 METERS (1.0 FT) LOWER THAN THE STATION. REFERENCE
 HZ0169'MARK NO 2 IS A STANDARD KYHD DISK STAMPED--I75 T77 NO 2--,SE INTO THE
 HZ0169'TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25 CM) IN DIAMETE FLUSH
 HZ0169'WITH GROUND.  THE STATION IS LOCATED 32.3 METERS (106.0 FT) WEST FROM
 HZ0169'THE CENTERLINE OF BRYANT ROAD 16.8 METERS (55.1 FT) NORTH FROM THE
 HZ0169'NORTH RAIL OF THE RAILROAD 0.6 METERS (2.0 FT) SOUTH FROM A WIRE FENCE
 HZ0169'0.8 METERS (2.6 FT) SOUTHEAST FROM A CARSONITE WITNESS POAT AND 0.3
 HZ0169'METER (1.0 FT) LOWER THAN THE STATION. AZIMUTH MARK NO 2 IS A STANDARD
 HZ0169'NGS AZIMUTH MARK DISK STAMPED--I75- T77 1960 NO 2 1984, SET FLUSH IN A
 HZ0169'DRILL HOLE IN THE SOUTHEAST CORNER OF A 1.8 METER (5.9 FT) BY 2.4
 HZ0169'METER (7.9 FT) RECTANGULAR CONCRETE CISTERN COVER WHICH IS 0.6 METERS
 HZ0169'(2.0 FT) HIGHER THAN THE GROUND 12.8 METERS (42.0 FT) NORTHEAST OF THE
 HZ0169'NORTHWEST CORNER OF A BARN AND 7.5 METERS (24.6 FT) WEST OF THE
 HZ0169'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0168 ***********************************************************************
 HZ0168  DESIGNATION -  I75 T 77 RM 2
 HZ0168  PID         -  HZ0168
 HZ0168  STATE/COUNTY-  KY/FAYETTE
 HZ0168  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0168
 HZ0168                         *CURRENT SURVEY CONTROL
 HZ0168  ___________________________________________________________________
 HZ0168* NAD 83(1986)-  38 00 48.     (N)    084 25 11.     (W)     SCALED    
 HZ0168* NAVD 88     -       318.91   (+/-2cm)    1046.3    (feet)  VERTCON   
 HZ0168  ___________________________________________________________________
 HZ0168  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HZ0168
 HZ0168  VERT ORDER  -  ? (See Below)
 HZ0168
 HZ0168.The horizontal coordinates were scaled from a topographic map and have
 HZ0168.an estimated accuracy of +/- 6 seconds.
 HZ0168
 HZ0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0168.The vertical order pertains to the NGVD 29 superseded value.
 HZ0168
 HZ0168.The geoid height was determined by GEOID03.
 HZ0168
 HZ0168;                    North         East    Units  Estimated Accuracy
 HZ0168;SPC KY1Z     - 1,187,280.    1,616,810.      MT  (+/- 180 meters Scaled)
 HZ0168
 HZ0168                          SUPERSEDED SURVEY CONTROL
 HZ0168
 HZ0168  NGVD 29 (??/??/92)  319.065  (m)         1046.80   (f) ADJ UNCH    ?  
 HZ0168
 HZ0168.Superseded values are not recommended for survey control.
 HZ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0168.See file dsdata.txt to determine how the superseded data were derived.
 HZ0168
 HZ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH265104(NAD 83)
 HZ0168_MARKER: DR = REFERENCE MARK DISK
 HZ0168_SETTING: 0 = UNSPECIFIED SETTING
 HZ0168_STAMPING: I 75 T 77 NO 2 1960
 HZ0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0168
 HZ0168  HISTORY     - Date     Condition        Report By
 HZ0168  HISTORY     - 1960     MONUMENTED       PAS
 HZ0168
 HZ0168                          STATION DESCRIPTION
 HZ0168
 HZ0168'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0168'8.1 MI SE FROM LEXINGTON.
 HZ0168'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0168'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0168'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0168'LEFT AND GO ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55 MILE TO
 HZ0168'INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY 60
 HZ0168'AND CONTINUE EAST FOR 4.75 MILES TO ROAD RIGHT (BRYANT ROAD).
 HZ0168'TURN RIGHT AND GO SOUTHWEST ON BRYANT ROAD FOR 2.1 MILES TO
 HZ0168'RAILROAD CROSSING AND STATION ON THE RIGHT.  REFERENCE MARK 2 IS
 HZ0168'NORTHWEST OF STATION, ABOUT 106 FEET WEST OF APPROXIMATE CENTER
 HZ0168'OF BRYANT ROAD, 57 FEET NORTH OF NORTH RAIL, 2 FEET SOUTH OF WIRE
 HZ0168'FENCE AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0165 ***********************************************************************
 HZ0165  DESIGNATION -  I75 T 78
 HZ0165  PID         -  HZ0165
 HZ0165  STATE/COUNTY-  KY/FAYETTE
 HZ0165  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0165
 HZ0165                         *CURRENT SURVEY CONTROL
 HZ0165  ___________________________________________________________________
 HZ0165* NAD 83(1993)-  38 02 10.04925(N)    084 23 47.29410(W)     ADJUSTED  
 HZ0165* NAVD 88     -       309.751  (meters)    1016.24   (feet)  ADJUSTED  
 HZ0165  ___________________________________________________________________
 HZ0165  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 HZ0165  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HZ0165  DYNAMIC HT  -         309.527 (meters)    1015.51  (feet)  COMP
 HZ0165  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 HZ0165
 HZ0165  HORZ ORDER  -  SECOND
 HZ0165  VERT ORDER  -  SECOND    CLASS 0
 HZ0165
 HZ0165.The horizontal coordinates were established by classical geodetic methods
 HZ0165.and adjusted by the National Geodetic Survey in December 1995..
 HZ0165
 HZ0165.The orthometric height was determined by differential leveling
 HZ0165.and adjusted by the National Geodetic Survey in June 1991..
 HZ0165
 HZ0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0165
 HZ0165.The geoid height was determined by GEOID03.
 HZ0165
 HZ0165.The dynamic height is computed by dividing the NAVD 88
 HZ0165.geopotential number by the normal gravity value computed on the
 HZ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0165.degrees latitude (g = 980.6199 gals.).
 HZ0165
 HZ0165.The modeled gravity was interpolated from observed gravity values.
 HZ0165
 HZ0165;                    North         East     Units Scale Factor Converg.
 HZ0165;SPC KY1Z     - 1,189,841.913 1,618,810.477   MT  0.99990881   +0 49 51.6
 HZ0165;SPC KY1Z     - 3,903,673.01  5,311,047.37   sFT  0.99990881   +0 49 51.6
 HZ0165;SPC KY N     -    59,518.193   487,141.573   MT  0.99999022   -0 05 28.0
 HZ0165;SPC KY N     -   195,269.27  1,598,230.31   sFT  0.99999022   -0 05 28.0
 HZ0165;UTM  16      - 4,213,023.064   728,489.861   MT  1.00024304   +1 36 17.6
 HZ0165
 HZ0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0165!SPC KY1Z     -   0.99995659  x   0.99990881  =   0.99986540
 HZ0165!SPC KY N     -   0.99995659  x   0.99999022  =   0.99994681
 HZ0165!UTM  16      -   0.99995659  x   1.00024304  =   1.00019962
 HZ0165
 HZ0165|---------------------------------------------------------------------|
 HZ0165| PID    Reference Object                     Distance      Geod. Az  |
 HZ0165|                                                           dddmmss.s |
 HZ0165| HZ0164 I75 T 78 RM 1                        14.716 METERS 09339     |
 HZ0165| HZ2428 LEXINGTON TV STATION WKYT MAST      APPROX. 4.7 KM 2683352.3 |
 HZ0165| HZ0162 I75 T 78 AZ MK                      404.256 METERS 2821641.0 |
 HZ0165| HZ0163 I75 T 78 RM 2                        14.195 METERS 28624     |
 HZ0165|---------------------------------------------------------------------|
 HZ0165
 HZ0165                          SUPERSEDED SURVEY CONTROL
 HZ0165
 HZ0165  NAD 83(1986)-  38 02 10.05748(N)    084 23 47.29998(W) AD(       ) 2
 HZ0165  NAD 27      -  38 02 09.77080(N)    084 23 47.52510(W) AD(       ) 2
 HZ0165  NGVD 29 (??/??/92)  309.909  (m)         1016.76   (f) ADJ UNCH    2 0
 HZ0165
 HZ0165.Superseded values are not recommended for survey control.
 HZ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0165.See file dsdata.txt to determine how the superseded data were derived.
 HZ0165
 HZ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2849013023(NAD 83)
 HZ0165_MARKER: DE = TRAVERSE STATION DISK
 HZ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0165_STAMPING: I 75 T 78 1960
 HZ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0165+STABILITY: SURFACE MOTION
 HZ0165
 HZ0165  HISTORY     - Date     Condition        Report By
 HZ0165  HISTORY     - 1960     MONUMENTED       PAS
 HZ0165  HISTORY     - 1960     GOOD             PAS
 HZ0165  HISTORY     - 1984     GOOD             NGS
 HZ0165  HISTORY     - 1988     GOOD             LOCENG
 HZ0165
 HZ0165                          STATION DESCRIPTION
 HZ0165
 HZ0165'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ0165'THE STATION IS LOCATED ABOUT 5.5 MILES EAST OF LEXINGTON, ON RIGHT OF
 HZ0165'WAY OF U.S. HIGHWAY 60.
 HZ0165'
 HZ0165'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0165'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE TO
 HZ0165'INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN LEFT
 HZ0165'AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55 MILE TO
 HZ0165'INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY 60 AND
 HZ0165'CONTINUE EAST FOR 4.55 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 HZ0165'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO TOP OF GRADE AND STATION ON
 HZ0165'THE LEFT.
 HZ0165'
 HZ0165'STATION MARK IS LOCATED 59.5 FEET NORTH OF APPROXIMATE CENTER OF U.S.
 HZ0165'HIGHWAY 60, 55 FEET SOUTH OF POWER POLE, 14.6 FEET SOUTH OF RIGHT OF
 HZ0165'WAY FENCE AND ABOUT 5 FEET HIGHER THAN HIGHWAY.  THE MARK IS FLUSH
 HZ0165'AND THE DISK IS STAMPED I 75 T 75 1960.
 HZ0165'
 HZ0165'REFERENCE MARK 1 IS NORTHEAST OF STATION, 65 FEET NORTH OF
 HZ0165'APPROXIMATE CENTER OF U.S. HIGHWAY 60, 26 FEET SOUTHWEST OF CONCRETE
 HZ0165'RIGHT OF WAY MARKER, 10.0 FEET SOUTH OF RIGHT OF WAY FENCE.  THE
 HZ0165'MARK IS FLUSH AND THE DISK IS STAMPED I 75 T 78 NO.1 1960.
 HZ0165'
 HZ0165'REFERENCE MARK 2 IS NORTHWEST OF STATION, 64 FEET NORTH OF
 HZ0165'APPROXIMATE CENTER OF U.S. HIGHWAY 60, 54 FEET SOUTHWEST OF POWER
 HZ0165'POLE, 13.5 FEET SOUTHWEST OF WATER METER BOX, 10.5 FEET SOUTH OF
 HZ0165'RIGHT OF WAY FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I 75
 HZ0165'T 78 NO.2 1960.
 HZ0165'
 HZ0165'AZIMUTH MARK IS ABOUT 0.2 MILE WEST OF STATION, ABOUT 103 FEET EAST
 HZ0165'OF TELEPHONE POLE, 88 FEET WEST OF TELEPHONE POLE, 74 FEET SOUTH OF
 HZ0165'APPROXIMATE CENTER OF U.S. HIGHWAY 60, 1.0 FOOT NORTH OF FENCE AND
 HZ0165'ABOUT 5 FEET HIGHER THAN HIGHWAY.  THE MARK PROJECTS 4 INCHES AND THE
 HZ0165'DISK IS STAMPED 1 75 T 78 1960.
 HZ0165'
 HZ0165'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0165'DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN CONCRETE CYLINDERS.
 HZ0165'
 HZ0165'STATION MARK IS 14.2 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.
 HZ0165'
 HZ0165'AZIMUTH MARK IS 1.3 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.
 HZ0165'
 HZ0165'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HZ0165
 HZ0165                          STATION RECOVERY (1960)
 HZ0165
 HZ0165'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0165'6 MI E FROM LEXINGTON.
 HZ0165'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0165'BROADWAY IN LEXINGTON, GO SOUTHWEST ON MAIN STREET FOR 0.7 MILE
 HZ0165'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0165'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55
 HZ0165'MILE TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY
 HZ0165'60 AND CONTINUE EAST FOR 4.55 MILES TO THE AZIMUTH ON THE RIGHT.
 HZ0165'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO TOP OF GRADE AND STATION
 HZ0165'ON THE LEFT.  MARK IS LOCATED 59.5 FEET NORTH OF APPROXIMATE CENTER
 HZ0165'OF U.S. HIGHWAY 60, 55 FEET SOUTH OF POWER POLE, 14.6 FEET SOUTH
 HZ0165'OF RIGHT-OF-WAY FENCE AND ABOUT 5 FEET HIGHER THAN HIGHWAY AND
 HZ0165'SET FLUSH.  MARK IS 14.2 FEET SOUTHWEST OF METAL WITNESS POST AND
 HZ0165'SIGN.
 HZ0165
 HZ0165                          STATION RECOVERY (1984)
 HZ0165
 HZ0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HZ0165'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 HZ0165'MARK WERE FOUND IN GOOD CONDITION.  THE DISTANCES TO THE
 HZ0165'REFERENCE MARKS CHECKED PREVIOUS DATA.  NONE OF THE DIRECTIONS
 HZ0165'CHECKED PREVIOUS DATA SO AN ASTRONOMIC AZIMUTH WAS ABSERVED.
 HZ0165'THE OBSERVED AZIMUTH TO THE AZIMUTH MARK DIFFERED FROM THE
 HZ0165'PUBLISHED BY 8 SECONDS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 HZ0165'
 HZ0165'THE STATION IS LOCATED IN LEXINGTON, ABOUT 8.8 KM (5.5 MI) EAST
 HZ0165'OF THE CENTER OF TOWN, 2.2 KM (1.4 MI) EAST OF THE JUNCTION
 HZ0165'OF INTERSTATE 75 AND U S HIGHWAY 60 AND ON RIGHT OF WAY
 HZ0165'OF U S HIGHWAY 60.
 HZ0165'
 HZ0165'TO REACH THE STATION FROM THE JUNCTION OF INTERSECTION 75
 HZ0165'AND U S HIGHWAY 60 ON THE EAST SIDE OF LEXINGTON, GO
 HZ0165'EAST ON U S 60 FOR 1.8 KM (1.1 MI) TO THE AZIMUTH MARK
 HZ0165'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD 0.5 KM (0.3 MI)
 HZ0165'TO AN INTERSECTION WITH BRYANT ROAD ON THE RIGHT AND
 HZ0165'THE STATION ON THE LEFT AT THE TOP OF A GRADE.
 HZ0165'
 HZ0165'THE STATION IS A STANDARD KYHD DISK STAMPED---I 75
 HZ0165'T 78 1960---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HZ0165'12-INCHES, (30 CM) IN DIAMETER FLUSH WITH GROUND.
 HZ0165'
 HZ0165'LOCATED 64 FEET (19.5 METERS) N OF THE CENTERLINE OF
 HZ0165'U S HIGHWAY 60, 55 FEET (16.9 METERS) S OF POWER POLE
 HZ0165'NUMBER 255, 14.6 FEET (4.5 METERS) S OF THE RIGHT
 HZ0165'OF WAY FENCE, 14.2 FEET (4.3 METERS) S OF A STEEL
 HZ0165'WITNESS POST.
 HZ0165'
 HZ0165'REFERENCE MARK NO 1 IS A STANDARD KYHD DISK
 HZ0165'STAMPED---I 75 T 78 NO 1 1960---SET INTO THE
 HZ0165'TOP A ROUND CONCRETE MOUNMENT 12-INCHES (30 CM) IN
 HZ0165'DIAMETER FLUSH WITH GROUND.
 HZ0165'
 HZ0165'LOCATED 66 FEET (19.8 METERS) N OF THE CENTERLINE
 HZ0165'OF U S HIGHWAY 60, 26 FEET (7.9 METERS) SW OF A CONCRETE
 HZ0165'RIGHT OF WAY MARKER, 10 FEET (3.0 METERS) S OF
 HZ0165'THE RIGHT-OF-WAY FENCE, AND 3.4 FEET (1.0 METERS)
 HZ0165'LOWER THAN THE STATION.
 HZ0165'
 HZ0165'REFERENCE MARK NO 2 IS A STANDARD KYHD DISK
 HZ0165'STAMPED---I 75 T 78 NO 2 1960---SET INTO
 HZ0165'THE TOP OF A ROUND CONCRETE MONUMENT 12-INCHES (30 CM)
 HZ0165'IN DIAMETER FLUSH WITH GROUND.
 HZ0165'
 HZ0165'LOCATED 59 FEET (18.0 METERS) N OF THE CENTERLINE
 HZ0165'OF U S HIGHWAY 60, 54 FEET (16.5 METERS) SW OF
 HZ0165'POWER POLE NUMBER 255, 13.5 FEET (4.1 METERS) SW
 HZ0165'OF A WATER METER BOX, 10.5 FEET (3.2 METERS)
 HZ0165'S OF THE RIGHT OF WAY FENCE.
 HZ0165'
 HZ0165'AZIMUTH MARK NO 1 IS A STANDARD KYDH DISK
 HZ0165'STAMPED---I 75 T 78 1960---SET INTO THE TOP OF
 HZ0165'A ROUND CONCRETE MONUMENT 8-INCHES (20 CM) PROJECTING
 HZ0165'0.4 INCHES (10 CM) ABOVE THE GROUND.
 HZ0165'
 HZ0165'LOCATED 268 FEET (82 METERS) E OF THE CENTERLINE
 HZ0165'OF A DRIVEWAY, 103 FEET (31.4 METERS) E OF POWER
 HZ0165'POLE NUMBER 77, 88 FEET (26.8 METERS) W OF POWER
 HZ0165'POLE NUMBER 76, 76 FEET (23.2 METERS) S OF THE
 HZ0165'CENTERLINE OF U S 60.
 HZ0165'
 HZ0165'TO REACH THE AZIMUTH MARK FROM 1.0 FEET (0.3 METERS) N OF
 HZ0165'THE RIGHT-OF-WAY FENCE, 1.3 FEET (0.4 METERS) NW OF A
 HZ0165'METAL WITNESS POST.
 HZ0165'
 HZ0165'THE JUNCTION OF INTERSTATE 75 AND U S HIGHWAY 60 ON
 HZ0165'THE EAST SIDE OF LEXINGTON, GO EAST 1.8 KM (1.1 MI)
 HZ0165'TO THE STATION ON THE RIGHT.
 HZ0165'
 HZ0165'FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION
 HZ0165'OF I75 T78 AZ MK.
 HZ0165
 HZ0165                          STATION RECOVERY (1988)
 HZ0165
 HZ0165'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (UNK)
 HZ0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0162 ***********************************************************************
 HZ0162  DESIGNATION -  I75 T 78 AZ MK
 HZ0162  PID         -  HZ0162
 HZ0162  STATE/COUNTY-  KY/FAYETTE
 HZ0162  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0162
 HZ0162                         *CURRENT SURVEY CONTROL
 HZ0162  ___________________________________________________________________
 HZ0162* NAD 83(1993)-  38 02 12.83715(N)    084 24 03.49252(W)     ADJUSTED  
 HZ0162* NAVD 88     -       306.378  (meters)    1005.18   (feet)  ADJUSTED  
 HZ0162  ___________________________________________________________________
 HZ0162  X           -     490,769.127 (meters)                     COMP
 HZ0162  Y           -  -5,006,123.557 (meters)                     COMP
 HZ0162  Z           -   3,908,839.031 (meters)                     COMP
 HZ0162  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 HZ0162  ELLIP HEIGHT-         273.34  (meters)          (12/20/95) GPS OBS
 HZ0162  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HZ0162  DYNAMIC HT  -         306.156 (meters)    1004.45  (feet)  COMP
 HZ0162  MODELED GRAV-     979,896.6   (mgal)                       NAVD 88
 HZ0162
 HZ0162  HORZ ORDER  -  FIRST
 HZ0162  VERT ORDER  -  SECOND    CLASS 0
 HZ0162  ELLP ORDER  -  FOURTH    CLASS I
 HZ0162
 HZ0162.The horizontal coordinates were established by GPS observations
 HZ0162.and adjusted by the National Geodetic Survey in December 1995..
 HZ0162
 HZ0162.The orthometric height was determined by differential leveling
 HZ0162.and adjusted by the National Geodetic Survey in June 1991..
 HZ0162
 HZ0162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ0162
 HZ0162.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0162
 HZ0162.The ellipsoidal height was determined by GPS observations
 HZ0162.and is referenced to NAD 83.
 HZ0162
 HZ0162.The geoid height was determined by GEOID03.
 HZ0162
 HZ0162.The dynamic height is computed by dividing the NAVD 88
 HZ0162.geopotential number by the normal gravity value computed on the
 HZ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0162.degrees latitude (g = 980.6199 gals.).
 HZ0162
 HZ0162.The modeled gravity was interpolated from observed gravity values.
 HZ0162
 HZ0162;                    North         East     Units Scale Factor Converg.
 HZ0162;SPC KY1Z     - 1,189,922.135 1,618,414.298   MT  0.99990885   +0 49 41.7
 HZ0162;SPC KY1Z     - 3,903,936.20  5,309,747.58   sFT  0.99990885   +0 49 41.7
 HZ0162;SPC KY N     -    59,604.788   486,746.704   MT  0.99999011   -0 05 38.1
 HZ0162;SPC KY N     -   195,553.38  1,596,934.81   sFT  0.99999011   -0 05 38.1
 HZ0162;UTM  16      - 4,213,097.953   728,092.503   MT  1.00024081   +1 36 07.7
 HZ0162
 HZ0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0162!SPC KY1Z     -   0.99995711  x   0.99990885  =   0.99986596
 HZ0162!SPC KY N     -   0.99995711  x   0.99999011  =   0.99994722
 HZ0162!UTM  16      -   0.99995711  x   1.00024081  =   1.00019791
 HZ0162
 HZ0162                          SUPERSEDED SURVEY CONTROL
 HZ0162
 HZ0162  NAD 83(1986)-  38 02 12.84491(N)    084 24 03.49794(W) AD(       ) 1
 HZ0162  NGVD 29 (??/??/92)  306.54   (m)         1005.7    (f) COMPUTED    2 0
 HZ0162
 HZ0162.Superseded values are not recommended for survey control.
 HZ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0162.See file dsdata.txt to determine how the superseded data were derived.
 HZ0162
 HZ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2809313098(NAD 83)
 HZ0162_MARKER: DD = SURVEY DISK
 HZ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0162_SP_SET: CONCRETE POST
 HZ0162_STAMPING: I 75 T 78 AZI
 HZ0162_MARK LOGO: CGS   
 HZ0162_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HZ0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0162+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 HZ0162
 HZ0162  HISTORY     - Date     Condition        Report By
 HZ0162  HISTORY     - 1960     MONUMENTED       PAS
 HZ0162  HISTORY     - 19900622 GOOD             GRWAS
 HZ0162  HISTORY     - 19901010 GOOD             NGS
 HZ0162  HISTORY     - 19910827 GOOD
 HZ0162
 HZ0162                          STATION DESCRIPTION
 HZ0162
 HZ0162'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0162'5.8 MI E FROM LEXINGTON.
 HZ0162'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0162'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0162'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0162'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55
 HZ0162'MILE TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY
 HZ0162'60 AND CONTINUE EAST FOR 4.55 MILES TO THE AZIMUTH MARK ON THE
 HZ0162'RIGHT, ABOUT 0.2 MILE WEST OF STATION, ABOUT 103 FEET EAST OF
 HZ0162'TELEPHONE POLE, 88 FEET WEST OF TELEPHONE POLE, 74 FEET SOUTH OF
 HZ0162'APPROXIMATE CENTER OF U.S. HIGHWAY 60, 1.0 FOOT NORTH OF FENCE AND
 HZ0162'ABOUT 5 FEET HIGHER THAN HIGHWAY.  THE MARK PROJECTS 4 INCHES AND
 HZ0162'IS 1.3 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.
 HZ0162
 HZ0162                          STATION RECOVERY (1990)
 HZ0162
 HZ0162'RECOVERY NOTE BY GRW AERIAL SURVEY 1990
 HZ0162'RECOVERED IN GOOD CONDITION.
 HZ0162
 HZ0162                          STATION RECOVERY (1990)
 HZ0162
 HZ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HZ0162'RECOVERED IN GOOD CONDITION.
 HZ0162
 HZ0162                          STATION RECOVERY (1991)
 HZ0162
 HZ0162'RECOVERED 1991
 HZ0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0164 ***********************************************************************
 HZ0164  DESIGNATION -  I75 T 78 RM 1
 HZ0164  PID         -  HZ0164
 HZ0164  STATE/COUNTY-  KY/FAYETTE
 HZ0164  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0164
 HZ0164                         *CURRENT SURVEY CONTROL
 HZ0164  ___________________________________________________________________
 HZ0164* NAD 83(1986)-  38 02 09.     (N)    084 23 47.     (W)     SCALED    
 HZ0164* NAVD 88     -       308.72   (+/-2cm)    1012.9    (feet)  VERTCON   
 HZ0164  ___________________________________________________________________
 HZ0164  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HZ0164
 HZ0164  VERT ORDER  -  ? (See Below)
 HZ0164
 HZ0164.The horizontal coordinates were scaled from a topographic map and have
 HZ0164.an estimated accuracy of +/- 6 seconds.
 HZ0164
 HZ0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0164.The vertical order pertains to the NGVD 29 superseded value.
 HZ0164
 HZ0164.The geoid height was determined by GEOID03.
 HZ0164
 HZ0164;                    North         East    Units  Estimated Accuracy
 HZ0164;SPC KY1Z     - 1,189,810.    1,618,820.      MT  (+/- 180 meters Scaled)
 HZ0164
 HZ0164                          SUPERSEDED SURVEY CONTROL
 HZ0164
 HZ0164  NGVD 29 (??/??/92)  308.873  (m)         1013.36   (f) ADJ UNCH    ?  
 HZ0164
 HZ0164.Superseded values are not recommended for survey control.
 HZ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0164.See file dsdata.txt to determine how the superseded data were derived.
 HZ0164
 HZ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH284129(NAD 83)
 HZ0164_MARKER: DR = REFERENCE MARK DISK
 HZ0164_SETTING: 0 = UNSPECIFIED SETTING
 HZ0164_STAMPING: I 75 T 78 NO 1 1960
 HZ0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0164
 HZ0164  HISTORY     - Date     Condition        Report By
 HZ0164  HISTORY     - 1960     MONUMENTED       PAS
 HZ0164
 HZ0164                          STATION DESCRIPTION
 HZ0164
 HZ0164'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0164'6 MI E FROM LEXINGTON.
 HZ0164'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0164'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0164'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0164'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55 MILE
 HZ0164'TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY 60
 HZ0164'AND CONTINUE EAST FOR 4.55 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 HZ0164'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO TOP OF GRADE AND STATION
 HZ0164'ON THE LEFT.  REFERENCE MARK 1 IS NORTHEAST OF STATION, 65 FEET NORTH
 HZ0164'OF APPROXIMATE CENTER OF U.S. HIGHWAY 60, 26 FEET SOUTHWEST OF
 HZ0164'CONCRETE RIGHT OF WAY MARKER, 10.0 FEET SOUTH OF RIGHT OF WAY FENCE
 HZ0164'AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0163 ***********************************************************************
 HZ0163  DESIGNATION -  I75 T 78 RM 2
 HZ0163  PID         -  HZ0163
 HZ0163  STATE/COUNTY-  KY/FAYETTE
 HZ0163  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0163
 HZ0163                         *CURRENT SURVEY CONTROL
 HZ0163  ___________________________________________________________________
 HZ0163* NAD 83(1986)-  38 02 09.     (N)    084 23 47.     (W)     SCALED    
 HZ0163* NAVD 88     -       309.68   (+/-2cm)    1016.0    (feet)  VERTCON   
 HZ0163  ___________________________________________________________________
 HZ0163  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HZ0163
 HZ0163  VERT ORDER  -  ? (See Below)
 HZ0163
 HZ0163.The horizontal coordinates were scaled from a topographic map and have
 HZ0163.an estimated accuracy of +/- 6 seconds.
 HZ0163
 HZ0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0163.The vertical order pertains to the NGVD 29 superseded value.
 HZ0163
 HZ0163.The geoid height was determined by GEOID03.
 HZ0163
 HZ0163;                    North         East    Units  Estimated Accuracy
 HZ0163;SPC KY1Z     - 1,189,810.    1,618,820.      MT  (+/- 180 meters Scaled)
 HZ0163
 HZ0163                          SUPERSEDED SURVEY CONTROL
 HZ0163
 HZ0163  NGVD 29 (??/??/92)  309.836  (m)         1016.52   (f) ADJ UNCH    ?  
 HZ0163
 HZ0163.Superseded values are not recommended for survey control.
 HZ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0163.See file dsdata.txt to determine how the superseded data were derived.
 HZ0163
 HZ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH284129(NAD 83)
 HZ0163_MARKER: DR = REFERENCE MARK DISK
 HZ0163_SETTING: 0 = UNSPECIFIED SETTING
 HZ0163_STAMPING: I 75 T 78 NO 2 1960
 HZ0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0163
 HZ0163  HISTORY     - Date     Condition        Report By
 HZ0163  HISTORY     - 1960     MONUMENTED       PAS
 HZ0163
 HZ0163                          STATION DESCRIPTION
 HZ0163
 HZ0163'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0163'6 MI E FROM LEXINGTON.
 HZ0163'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0163'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE TO
 HZ0163'INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0163'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55
 HZ0163'MILE TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY
 HZ0163'60 AND CONTINUE EAST FOR 4.55 MILES TO THE AZIMUTH MARK ON THE
 HZ0163'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO TOP OF GRADE AND
 HZ0163'STATION ON THE LEFT.  REFERENCE MARK 2 IS NORTHWEST OF THE STATION,
 HZ0163'64 FEET NORTH OF APPROXIMATE CENTER OF U.S. HIGHWAY 60, 54 FEET
 HZ0163'SOUTHWEST OF POWER POLE, 13.5 FEET SOUTHWEST OF WATER METER BOX,
 HZ0163'10.5 FEET SOUTH OF RIGHT OF WAY FENCE AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0156 ***********************************************************************
 HZ0156  DESIGNATION -  I75 T 79
 HZ0156  PID         -  HZ0156
 HZ0156  STATE/COUNTY-  KY/FAYETTE
 HZ0156  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0156
 HZ0156                         *CURRENT SURVEY CONTROL
 HZ0156  ___________________________________________________________________
 HZ0156* NAD 83(1993)-  38 02 28.34124(N)    084 25 12.86918(W)     ADJUSTED  
 HZ0156* NAVD 88     -       299.261  (meters)     981.83   (feet)  ADJUSTED  
 HZ0156  ___________________________________________________________________
 HZ0156  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 HZ0156  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HZ0156  DYNAMIC HT  -         299.044 (meters)     981.11  (feet)  COMP
 HZ0156  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 HZ0156
 HZ0156  HORZ ORDER  -  SECOND
 HZ0156  VERT ORDER  -  SECOND    CLASS 0
 HZ0156
 HZ0156.The horizontal coordinates were established by classical geodetic methods
 HZ0156.and adjusted by the National Geodetic Survey in December 1995..
 HZ0156
 HZ0156.The orthometric height was determined by differential leveling
 HZ0156.and adjusted by the National Geodetic Survey in June 1991..
 HZ0156
 HZ0156.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0156
 HZ0156.The geoid height was determined by GEOID03.
 HZ0156
 HZ0156.The dynamic height is computed by dividing the NAVD 88
 HZ0156.geopotential number by the normal gravity value computed on the
 HZ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0156.degrees latitude (g = 980.6199 gals.).
 HZ0156
 HZ0156.The modeled gravity was interpolated from observed gravity values.
 HZ0156
 HZ0156;                    North         East     Units Scale Factor Converg.
 HZ0156;SPC KY1Z     - 1,190,375.796 1,616,716.019   MT  0.99990906   +0 48 59.1
 HZ0156;SPC KY1Z     - 3,905,424.59  5,304,175.81   sFT  0.99990906   +0 48 59.1
 HZ0156;SPC KY N     -    60,085.763   485,055.811   MT  0.99998956   -0 06 21.2
 HZ0156;SPC KY N     -   197,131.37  1,591,387.27   sFT  0.99998956   -0 06 21.2
 HZ0156;UTM  16      - 4,213,528.773   726,387.694   MT  1.00023126   +1 35 25.4
 HZ0156
 HZ0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0156!SPC KY1Z     -   0.99995824  x   0.99990906  =   0.99986730
 HZ0156!SPC KY N     -   0.99995824  x   0.99998956  =   0.99994780
 HZ0156!UTM  16      -   0.99995824  x   1.00023126  =   1.00018949
 HZ0156
 HZ0156|---------------------------------------------------------------------|
 HZ0156| PID    Reference Object                     Distance      Geod. Az  |
 HZ0156|                                                           dddmmss.s |
 HZ0156| HZ0154 408 2                                17.531 METERS 09445     |
 HZ0156| HZ0157 I75 T 79 AZ MK                                     1005825.0 |
 HZ0156| HZ2428 LEXINGTON TV STATION WKYT MAST      APPROX. 2.7 KM 2553353.7 |
 HZ0156| HZ0155 I75 T 79 RM 2                        15.658 METERS 27557     |
 HZ0156| HZ2431 LEXINGTON TV STATION WLEX MAST      APPROX. 6.5 KM 2945552.9 |
 HZ0156|---------------------------------------------------------------------|
 HZ0156
 HZ0156                          SUPERSEDED SURVEY CONTROL
 HZ0156
 HZ0156  NAD 83(1986)-  38 02 28.34950(N)    084 25 12.87603(W) AD(       ) 2
 HZ0156  NAD 27      -  38 02 28.06170(N)    084 25 13.09680(W) AD(       ) 2
 HZ0156  NGVD 29 (??/??/92)  299.417  (m)          982.34   (f) ADJ UNCH    2 0
 HZ0156
 HZ0156.Superseded values are not recommended for survey control.
 HZ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0156.See file dsdata.txt to determine how the superseded data were derived.
 HZ0156
 HZ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2638813529(NAD 83)
 HZ0156_MARKER: DE = TRAVERSE STATION DISK
 HZ0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0156_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ0156_STAMPING: I 75 T 79 1960
 HZ0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0156
 HZ0156  HISTORY     - Date     Condition        Report By
 HZ0156  HISTORY     - 1960     MONUMENTED       PAS
 HZ0156  HISTORY     - 1960     GOOD             PAS
 HZ0156
 HZ0156                          STATION DESCRIPTION
 HZ0156
 HZ0156'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ0156'THE STATION IS LOCATED ABOUT 4 MILES EAST OF LEXINGTON, ON RIGHT OF
 HZ0156'WAY OF U.S. HIGHWAY 60.
 HZ0156'
 HZ0156'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0156'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE TO
 HZ0156'INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN LEFT
 HZ0156'AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55 MILE TO
 HZ0156'INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S. HIGHWAY 60 AND
 HZ0156'CONTINUE EAST FOR 3.45 MILES TO TOP OF GRADE AND STATION ON THE LEFT.
 HZ0156'
 HZ0156'STATION MARK IS LOCATED 74 FEET NORTH OF APPROXIMATE CENTER OF U.S.
 HZ0156'HIGHWAY 60, 67.5 FEET EAST OF TELEPHONE POLE, 2.0 FEET SOUTH OF
 HZ0156'RIGHT OF WAY FENCE AND ABOUT 4 FEET HIGHER THAN HIGHWAY.  THE MARK
 HZ0156'PROJECTS 2 INCHES AND THE DISK IS STAMPED I 75 T 79 1960.
 HZ0156'
 HZ0156'U.S.C. AND G.S. AND STATE SURVEY TRAVERSE STATION 408-2 WAS USED FOR
 HZ0156'REFERENCE MARK 1.  IT IS 76 FEET WEST OF TELEPHONE POLE, 74 FEET
 HZ0156'NORTH OF APPROXIMATE CENTER OF U.S. HIGHWAY 60, 1.0 FOOT SOUTH OF
 HZ0156'RIGHT OF WAY FENCE.  THE MARK IS A U.S.C. AND G.S. AND STATE SURVEY
 HZ0156'TRAVERSE STATION DISK SET IN TOP OF A CONCRETE POST PROJECTING 2
 HZ0156'INCHES AND STAMPED 408-2 1951.
 HZ0156'
 HZ0156'REFERENCE MARK 2 IS WEST OF STATION, 74 FEET NORTH OF APPROXIMATE
 HZ0156'CENTER OF U.S. HIGHWAY 60, 15.5 FEET EAST OF TELEPHONE POLE, 1.5 FEET
 HZ0156'SOUTH OF RIGHT OF WAY FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HZ0156'STAMPED I 75 T 79 NO.2 1960.
 HZ0156'
 HZ0156'AZIMUTH MARK IS ABOUT 0.25 MILE EAST OF STATION, ABOUT 125 FEET WEST
 HZ0156'OF ENTRANCE TO MEADOWCREST FARM, 97 FEET WEST OF END OF BRICK
 HZ0156'RETAINING WALL, 74 FEET SOUTH OF APPROXIMATE CENTER OF U.S. HIGHWAY
 HZ0156'60 , 45 FEET WEST OF 15 INCH RED OAK TREE, 2.0 FEET NORTH OF WIRE
 HZ0156'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED I 75 T 79
 HZ0156'1960.
 HZ0156'
 HZ0156'TO REACH FROM THE STATION, GO EAST ON U.S. HIGHWAY 60 FOR 0.25 MILE
 HZ0156'TO THE ENTRANCE TO MEADOWCREST FARM AND MARK ON THE RIGHT.
 HZ0156'
 HZ0156'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARK 2 ARE KENTUCKY
 HZ0156'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ0156'
 HZ0156'STATION MARK IS 1.6 FEET SOUTH OF METAL WITNESS POST AND SIGN.
 HZ0156'
 HZ0156'AZIMUTH MARK IS 1.2 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.
 HZ0156'
 HZ0156'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HZ0156
 HZ0156                          STATION RECOVERY (1960)
 HZ0156
 HZ0156'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0156'4.7 MI E FROM LEXINGTON.
 HZ0156'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0156'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0156'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0156'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55
 HZ0156'MILE TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S.
 HZ0156'HIGHWAY 60 AND CONTINUE EAST FOR 3.45 MILES TO TOP OF GARDE AND
 HZ0156'STATION ON THE LEFT, LOCATED 74 FEET NORTH OF APPROXIMATE CENTER
 HZ0156'OF U.S. HIGHWAY 60, 67.5 FEET EAST OF TELEPHONE POLE, 2.0 FEET
 HZ0156'SOUTH OF RIGHT OF WAY FENCE AND ABOUT 4 FEET ABOVE THE LEVEL
 HZ0156'OF THE HIGHWAY, AND PROJECTS 2 INCHES.  STATION IS 1.6 FEET SOUTH
 HZ0156'OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0157 ***********************************************************************
 HZ0157  DESIGNATION -  I75 T 79 AZ MK
 HZ0157  PID         -  HZ0157
 HZ0157  STATE/COUNTY-  KY/FAYETTE
 HZ0157  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0157
 HZ0157                         *CURRENT SURVEY CONTROL
 HZ0157  ___________________________________________________________________
 HZ0157* NAD 83(1986)-  38 02 25.     (N)    084 24 55.     (W)     SCALED    
 HZ0157* NAVD 88     -       293.594  (meters)     963.23   (feet)  ADJUSTED  
 HZ0157  ___________________________________________________________________
 HZ0157  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HZ0157  DYNAMIC HT  -         293.381 (meters)     962.53  (feet)  COMP
 HZ0157  MODELED GRAV-     979,896.3   (mgal)                       NAVD 88
 HZ0157
 HZ0157  VERT ORDER  -  SECOND    CLASS 0
 HZ0157
 HZ0157.The horizontal coordinates were scaled from a topographic map and have
 HZ0157.an estimated accuracy of +/- 6 seconds.
 HZ0157
 HZ0157.The orthometric height was determined by differential leveling
 HZ0157.and adjusted by the National Geodetic Survey in June 1991..
 HZ0157
 HZ0157.The geoid height was determined by GEOID03.
 HZ0157
 HZ0157.The dynamic height is computed by dividing the NAVD 88
 HZ0157.geopotential number by the normal gravity value computed on the
 HZ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0157.degrees latitude (g = 980.6199 gals.).
 HZ0157
 HZ0157.The modeled gravity was interpolated from observed gravity values.
 HZ0157
 HZ0157;                    North         East    Units  Estimated Accuracy
 HZ0157;SPC KY1Z     - 1,190,280.    1,617,150.      MT  (+/- 180 meters Scaled)
 HZ0157
 HZ0157                          SUPERSEDED SURVEY CONTROL
 HZ0157
 HZ0157  NGVD 29 (??/??/92)  293.750  (m)          963.74   (f) ADJ UNCH    2 0
 HZ0157
 HZ0157.Superseded values are not recommended for survey control.
 HZ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0157.See file dsdata.txt to determine how the superseded data were derived.
 HZ0157
 HZ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH268134(NAD 83)
 HZ0157_MARKER: DZ = AZIMUTH MARK DISK
 HZ0157_SETTING: 0 = UNSPECIFIED SETTING
 HZ0157_STAMPING: I 75 T 79 1960
 HZ0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0157
 HZ0157  HISTORY     - Date     Condition        Report By
 HZ0157  HISTORY     - 1960     MONUMENTED       PAS
 HZ0157
 HZ0157                          STATION DESCRIPTION
 HZ0157
 HZ0157'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0157'5 MI E FROM LEXINGTON.
 HZ0157'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0157'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0157'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0157'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55
 HZ0157'MILE TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S.
 HZ0157'HIGHWAY 60 AND CONTINUE EAST FOR 3.45 MILE TO TOP OF GRADE AND
 HZ0157'STATION ON THE LEFT.  AZIMUTH MARK IS ABOUT 0.25 MILE EAST OF
 HZ0157'STATION, ABOUT 125 FEET WEST OF ENTRANCE TO MEADOWCREST FARM,
 HZ0157'97 FEET WEST OF END OF BRICK RETAINING WALL, 74 FEET SOUTH OF
 HZ0157'APPROXIMATE CENTER OF U.S. HIGHWAY 60, 45 FEET WEST OF 15 INCH
 HZ0157'RED OAK TREE, 2.0 FEET NORTH OF WIRE FENCE AND PROJECTS 2 INCHES.
 HZ0157'AZIMUTH MARK IS 1.2 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0155 ***********************************************************************
 HZ0155  DESIGNATION -  I75 T 79 RM 2
 HZ0155  PID         -  HZ0155
 HZ0155  STATE/COUNTY-  KY/FAYETTE
 HZ0155  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0155
 HZ0155                         *CURRENT SURVEY CONTROL
 HZ0155  ___________________________________________________________________
 HZ0155* NAD 83(1986)-  38 02 28.     (N)    084 25 13.     (W)     SCALED    
 HZ0155* NAVD 88     -       298.77   (+/-2cm)     980.2    (feet)  VERTCON   
 HZ0155  ___________________________________________________________________
 HZ0155  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HZ0155
 HZ0155  VERT ORDER  -  ? (See Below)
 HZ0155
 HZ0155.The horizontal coordinates were scaled from a topographic map and have
 HZ0155.an estimated accuracy of +/- 6 seconds.
 HZ0155
 HZ0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0155.The vertical order pertains to the NGVD 29 superseded value.
 HZ0155
 HZ0155.The geoid height was determined by GEOID03.
 HZ0155
 HZ0155;                    North         East    Units  Estimated Accuracy
 HZ0155;SPC KY1Z     - 1,190,370.    1,616,710.      MT  (+/- 180 meters Scaled)
 HZ0155
 HZ0155                          SUPERSEDED SURVEY CONTROL
 HZ0155
 HZ0155  NGVD 29 (??/??/92)  298.923  (m)          980.72   (f) ADJ UNCH    ?  
 HZ0155
 HZ0155.Superseded values are not recommended for survey control.
 HZ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0155.See file dsdata.txt to determine how the superseded data were derived.
 HZ0155
 HZ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH263135(NAD 83)
 HZ0155_MARKER: DR = REFERENCE MARK DISK
 HZ0155_SETTING: 0 = UNSPECIFIED SETTING
 HZ0155_STAMPING: I 75 T 79 NO 2 1960
 HZ0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0155
 HZ0155  HISTORY     - Date     Condition        Report By
 HZ0155  HISTORY     - 1960     MONUMENTED       PAS
 HZ0155
 HZ0155                          STATION DESCRIPTION
 HZ0155
 HZ0155'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0155'4.7 MI E FROM LEXINGTON.
 HZ0155'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0155'BROADWAY IN LEXINGTON, GO SOUTHEAST ON MAIN STREET FOR 0.7 MILE
 HZ0155'TO INTERSECTION OF MIDLAND AVENUE AND U.S. HIGHWAY 60 LEFT.  TURN
 HZ0155'LEFT AND GO EAST ON MIDLAND AVENUE (U.S. HIGHWAY 60) FOR 0.55
 HZ0155'MILE TO INTERSECTION WITH THIRD STREET.  KEEP RIGHT ON U.S.
 HZ0155'HIGHWAY 60 AND CONTINUE EAST FOR 3.45 MILES TO TOP OF GRADE AND
 HZ0155'STATION ON THE LEFT.  REFERENCE MARK 2 IS WEST OF STATION, 74
 HZ0155'FEET NORTH OF APPROXIMATE CENTER OF U.S. HIGHWAY 60, 15.5
 HZ0155'FEET EAST OF TELEPHONE POLE, 1.5 FEET SOUTH OF RIGHT OF WAY
 HZ0155'FENCE AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0110 ***********************************************************************
 HZ0110  DESIGNATION -  I75 T 80
 HZ0110  PID         -  HZ0110
 HZ0110  STATE/COUNTY-  KY/FAYETTE
 HZ0110  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0110
 HZ0110                         *CURRENT SURVEY CONTROL
 HZ0110  ___________________________________________________________________
 HZ0110* NAD 83(1993)-  38 04 18.63234(N)    084 26 52.37677(W)     ADJUSTED  
 HZ0110* NAVD 88     -       313.195  (meters)    1027.54   (feet)  ADJUSTED  
 HZ0110  ___________________________________________________________________
 HZ0110  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 HZ0110  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HZ0110  DYNAMIC HT  -         312.968 (meters)    1026.80  (feet)  COMP
 HZ0110  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 HZ0110
 HZ0110  HORZ ORDER  -  SECOND
 HZ0110  VERT ORDER  -  SECOND    CLASS 0
 HZ0110
 HZ0110.The horizontal coordinates were established by classical geodetic methods
 HZ0110.and adjusted by the National Geodetic Survey in December 1995..
 HZ0110
 HZ0110.The orthometric height was determined by differential leveling
 HZ0110.and adjusted by the National Geodetic Survey in June 1991..
 HZ0110
 HZ0110.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0110
 HZ0110.The geoid height was determined by GEOID03.
 HZ0110
 HZ0110.The dynamic height is computed by dividing the NAVD 88
 HZ0110.geopotential number by the normal gravity value computed on the
 HZ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0110.degrees latitude (g = 980.6199 gals.).
 HZ0110
 HZ0110.The modeled gravity was interpolated from observed gravity values.
 HZ0110
 HZ0110;                    North         East     Units Scale Factor Converg.
 HZ0110;SPC KY1Z     - 1,193,741.514 1,614,242.621   MT  0.99991074   +0 47 58.0
 HZ0110;SPC KY1Z     - 3,916,466.95  5,296,061.00   sFT  0.99991074   +0 47 58.0
 HZ0110;SPC KY N     -    63,491.129   482,636.729   MT  0.99998575   -0 07 23.1
 HZ0110;SPC KY N     -   208,303.81  1,583,450.67   sFT  0.99998575   -0 07 23.1
 HZ0110;UTM  16      - 4,216,861.800   723,868.236   MT  1.00021729   +1 34 27.9
 HZ0110
 HZ0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0110!SPC KY1Z     -   0.99995607  x   0.99991074  =   0.99986682
 HZ0110!SPC KY N     -   0.99995607  x   0.99998575  =   0.99994182
 HZ0110!UTM  16      -   0.99995607  x   1.00021729  =   1.00017335
 HZ0110
 HZ0110|---------------------------------------------------------------------|
 HZ0110| PID    Reference Object                     Distance      Geod. Az  |
 HZ0110|                                                           dddmmss.s |
 HZ0110| HZ0112 I75 T 80 RM 1                        21.455 METERS 23129     |
 HZ0110| HZ2431 LEXINGTON TV STATION WLEX MAST      APPROX. 3.5 KM 2585306.2 |
 HZ0110| HZ0111 I75 T 80 RM 2                        33.716 METERS 31057     |
 HZ0110| HZ0109 I75 T 80 AZ MK                                     3345452.1 |
 HZ0110|---------------------------------------------------------------------|
 HZ0110
 HZ0110                          SUPERSEDED SURVEY CONTROL
 HZ0110
 HZ0110  NAD 83(1986)-  38 04 18.64008(N)    084 26 52.38397(W) AD(       ) 2
 HZ0110  NAD 27      -  38 04 18.35470(N)    084 26 52.60340(W) AD(       ) 2
 HZ0110  NGVD 29 (??/??/92)  313.351  (m)         1028.05   (f) ADJ UNCH    2 0
 HZ0110
 HZ0110.Superseded values are not recommended for survey control.
 HZ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0110.See file dsdata.txt to determine how the superseded data were derived.
 HZ0110
 HZ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2386816862(NAD 83)
 HZ0110_MARKER: DS = TRIANGULATION STATION DISK
 HZ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0110_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ0110_STAMPING: I 75 T 80 1960
 HZ0110_MARK LOGO: KYHD  
 HZ0110_PROJECTION: FLUSH
 HZ0110_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0110
 HZ0110  HISTORY     - Date     Condition        Report By
 HZ0110  HISTORY     - 1960     MONUMENTED       KYHD
 HZ0110  HISTORY     - 1960     GOOD             CGS
 HZ0110  HISTORY     - 19840621 GOOD             CGS
 HZ0110
 HZ0110                          STATION DESCRIPTION
 HZ0110
 HZ0110'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1960 (EB)
 HZ0110'THE STATION IS LOCATED ABOUT 3 MILES MORTHEAST OF LEXINGTON, ABOUT
 HZ0110'0.6 MILE NORTHEAST OF BRYAN STATION SCHOOL, ON LAND OWNED BY MR.
 HZ0110'B.F. DUNN.
 HZ0110'
 HZ0110'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0110'BROADWAY IN LEXINGTON, GO NORTHEAST ON BROADWAY (U.S. HIGHWAY 27 AND
 HZ0110'68) FOR 2.0 MILES TO INTERSECTION OF BELT LINE ROAD (U S HIGHWAY
 HZ0110'25 AND 421 BYPASS).  TURN RIGHT AND GO SOUTHEAST ON BELT LINE ROAD
 HZ0110'FOR 0.2 MILE TO INTERSECTION OF OLD PARIS PIKE.  TURN LEFT AND GO
 HZ0110'NORTHEAST ON OLD PARIS PIKE FOR 1.15 MILES TO ROAD RIGHT (BEVERLEY
 HZ0110'AVENUE).  TURN RIGHT AND GO SOUTHEAST ON BEVERLEY AVENUE FOR 0.35
 HZ0110'MILE TO DRIVE LEFT AT RESIDENCE OF MR. B.F. DUNN.  TURN LEFT AND GO
 HZ0110'NORTHEAST ON DRIVE FOR ABOUT 200 FEET TO A SHARP TURN RIGHT AT
 HZ0110'GARAGE.  TURN RIGHT AND GO SOUTHEAST ON DRIVE FOR ABOUT 200 FEET AT A
 HZ0110'GATE AT ENTRANCE TO PASTURE .  GO THROUGH GATE AND CONTINUE SOUTHEAST
 HZ0110'ACROSS PASTURE FOR 0.15 MILE TO TOP OF HILL AND STATION SITE.
 HZ0110'
 HZ0110'STATION MARK IS LOCATED APPROXIMATLEY ON THE HIGHEST POINT OF HILL IN
 HZ0110'AN OPEN PASTURE, ABOUT 111 FEET SOUTH OF WIRE FENCE AND 71 FEET EAST
 HZ0110'OF WIRE FENCE.  THE MARK IS 12 INCHES BELOW THE SURFACE AND THE
 HZ0110'DISK IS STAMPED I 75 T 80 1960.
 HZ0110'
 HZ0110'REFERENCE MARK 1 IS SOUTHWEST OF STATION, 103 FEET SOUTH OF FENCE
 HZ0110'CORNER, 1 FOOT EAST OF FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HZ0110'STAMPED I 75 T 80 NO.1 1960.
 HZ0110'
 HZ0110'REFERENCE MARK 2 IS NORTHWEST OF STATION, 59 FEET EAST OF FENCE
 HZ0110'CORNER, 1 FOOT SOUTH OF FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HZ0110'STAMPED I 75 T 80 NO.2 1960.
 HZ0110'
 HZ0110'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHEAST ON OLD
 HZ0110'PARIS PIKE FOR 0.2 MILE TO UNDERPASS AT LOUISVILLE AND NASHVILLE
 HZ0110'RAILROAD AND MARK ON THE LEFT.
 HZ0110'
 HZ0110'AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF STATION, 72 FEET WEST OF
 HZ0110'WEST END OF RAILROAD OVERPASS, 40 FEET SOUTH OF POWER POLE, 39 FEET
 HZ0110'SOUTHEAST OF TELEPHONE POLE, 7.0 FEET SOUTH OF SOUTH RAIL.  THE
 HZ0110'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED I 75 T 80 1960.
 HZ0110'
 HZ0110'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0110'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ0110'
 HZ0110'REFERENCE MARK 1 IS 2.3 FEET NORTH OF METAL WITNESS POST AND SIGN.
 HZ0110'
 HZ0110'AZIMUTH MARK IS 1.8 FEET NORTH OF METAL WITNESS POST AND SIGN.
 HZ0110'
 HZ0110'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 HZ0110
 HZ0110                          STATION RECOVERY (1960)
 HZ0110
 HZ0110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HZ0110'3.8 MI NE FROM LEXINGTON.
 HZ0110'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0110'BROADWAY IN LEXINGTON, GO NORTHEAST ON BROADWAY (U.S. HIGHWAYS
 HZ0110'27 AND 68) FOR 2.0 MILES TO INTERSECTION OF BELT LINE ROAD
 HZ0110'(U.S. HIGHWAYS 25 AND 421 BY-PASS).  TURN RIGHT AND GO SOUTHEAST
 HZ0110'ON BELT LINE ROAD FOR 0.2 MILE TO INTERSECTION OF OLD PARIS
 HZ0110'PIKE.  TURN LEFT AND GO NORTHEAST ON OLD PARIS PIKE FOR 1.15
 HZ0110'MILES TO ROAD RIGHT (BEVERELY AVENUE).  TURN RIGHT AND GO
 HZ0110'SOUTHEAST ON BEVERLEY AVENUE FOR 0.35 MILE TO DRIVE LEFT AT
 HZ0110'RESIDENCE OF MR. B.F. DUNN.  TURN LEFT AND GO NORTHEAST ON DRIVE
 HZ0110'LEFT AT RESIDENCE OF MR. B.F. DUNN.  TURN LEFT AND GO NORTHEAST
 HZ0110'ON DRIVE FOR ABOUT 200 FEET TO A SHARP TURN RIGHT AT GARAGE.
 HZ0110'TURN RIGHT AND GO SOUTHEAST ON DRIVE FOR ABOUT 200 FEET TO A
 HZ0110'GATE AT ENTRANCE TO PASTURE.  GO THROUGH GATE AND CONTINUE
 HZ0110'SOUTHEAST ACROSS PASTURE FOR 0.15 MILE TO TOP OF HILL AND STATION
 HZ0110'SITE.  LOCATED APPROXIMATELY ON THE HIGHEST POINT OF HILL IN AN
 HZ0110'OPEN PASTURE, ABOUT 111 FEET SOUTH OF WIRE FENCE AND 71 FEET
 HZ0110'EAST OF WIRE FENCE AND 12 INCHES BELOW THE SURFACE.
 HZ0110
 HZ0110                          STATION RECOVERY (1984)
 HZ0110
 HZ0110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1984 (CLM)
 HZ0110'THE STATION MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HZ0110'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARKS 1 AND 2
 HZ0110'DRIFFERED FROM PREVIOUS DATA.  THE DISTANCES WERE LONGER TO REFERENCE
 HZ0110'MARK 1 BY 0.022 METERS (0.072 FT) AND TO REFERENCE MARK 2 BY 0.027
 HZ0110'METER.  (0.089 FT) THE DIRECTIONS CHECKED PREVIOUS DATA. THE AZIMUTH
 HZ0110'MARK IS NO LONGER VISIBLE DUE TO TREES ON LINE BUT IT WAS LEFT INTACT
 HZ0110'BECAUSE IT IS A BENCH MARK.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A
 HZ0110'NEW DESCRIPTION FOLLOWS.
 HZ0110'THE STATION IS LOCATED IN LEXINGTON ABOUT 5.1 KM (3.15 MI) NORTHEAST
 HZ0110'FROM THE CENTER OF TOWN IN A CULTIVATED FIELD ON TOP OF A HILL.  TO
 HZ0110'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND U S HIGHWAY
 HZ0110'68 GO NORTHEAST ON HIGHWAY 68 FOR 0.5 KM (0.30 MI) TO THE JUNCTION
 HZ0110'WITH OLD PARIS PIKE ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 0.3
 HZ0110'KM (0.20 MI) TO A JUNCTION WITH BEVERLY AVENUE ON THE LEFT.  TURN LEFT
 HZ0110'AND GO SOUTHEAST ON BEVERLY AVENUE FOR 0.5 KM (0.30 MI) TO A SHARP
 HZ0110'CURVE ON THE RIGHT AND A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 HZ0110'NORTHEAST ON THE DRIVE FOR ABOUT 60 METERS (196.8 FT) TO A SHARP RIGHT
 HZ0110'TURN BEHIND A GARAGE.  TURN RIGHT AND GO SOUTHEAST ON AN OVERGROWN
 HZ0110'FARM LANE FOR ABOUT 80 METERS (262.5 FT) TO A PASTURE.  CONTINUE
 HZ0110'SOUTHEAST FOR 0.2 KM (0.10 MI) ACROSS THE PASTURE TO A CULTIVATED
 HZ0110'FIELD THE HIGHEST PART OF A HILL AND THE STATION.
 HZ0110'THE STATION IS A STANDARD KYHD DISK STAMPED--I-75 T-80 1960--, SET
 HZ0110'INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25 CM) IN
 HZ0110'DIAMETER, RECESSED 8 INCHES (20 CM) BELOW THE GROUND.  THE STATION IS
 HZ0110'LOCATED 39.0 METERS (128.0 FT) EAST FROM A FENCE CORNER 34.1 METERS
 HZ0110'(111.9 FT) SOUTHEAST FROM A WIRE FENCE 21.6 METERS (70.9 FT) NORTHEAST
 HZ0110'FROM A WIRE FENCE. REFERENCE MARK NO 1 IS A STANDARD KYHD DISK
 HZ0110'STAMPED--I 75 T 80 NO 1 1960 --, SET INTO THE TOP OF A ROUND CONCRETE
 HZ0110'MONUMENT 10 INCHES (25 CM) IN DIAMETER FLUSH WITH GROUND.  THE STATION
 HZ0110'IS LOCATED 31.4 METERS (103.0 FT) SOUTHEAST FROM A FENCE CORNER 0.7
 HZ0110'METERS (2.3 FT) NORTHWEST FROM A METAL WITNESS POST 0.3 METERS (1.0
 HZ0110'FT) NORTHEAST FROM A WIRE FENCE AND 0.6 METERS (2.0 FT) LOWER THAN THE
 HZ0110'STATION. REFERENCE MARK NO 2 IS A STANDARD KYHD DISK STAMPED--I-75
 HZ0110'T-80 NO 2 1960--, SET INTO THE TOP OF A ROUND CONCRETE MONMENT 10
 HZ0110'INCHES (25 CM) IN DIAMETER FLUSH WITH GROUND.  THE STATION IS LOCATED
 HZ0110'18.0 METERS (59.1 FT) NORTHEAST FROM A FENCE CORNER 0.8 METERS (2.6
 HZ0110'FT) SOUTHWEST FROM A CARSONITE WITNESS POST 0.3 METERS (1.0 FT)
 HZ0110'SOUTHWEAST FROM A WIRE FENCE AND 0.6 METERS (2.0 FT) LOWER THAN THE
 HZ0110'STATION. AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED-- I-75 T-80
 HZ0110'1960 NO 2 1984--, SET FLUSH IN A DRILL HOLE IN THE CONCRETE WALKWWAY
 HZ0110'OF THE NORTHEAST ABUTMENT OF THE BRYAN STATION ROAD BRIDGE OVER
 HZ0110'INTERSTATE 75.  THE STATION IS LOCATED 4.80 METERS (15.75 FT) NORTH
 HZ0110'FROM THE CENTERLINE OF BRYAN STATION ROAD, 1.00 METERS (3.28 FT) WEST
 HZ0110'FROM THE EAST END OF THE BRIDGE.  TO REACH THE AZIMUTH MARK FROM THE
 HZ0110'JUNCTION OF INTERSTATE 75 AND U S HIGHWAY 68, GO SOUTHWEST ON HIGHWAY
 HZ0110'68 FOR 1.8 KM (1.10 MI) TO THE JUNCTION WITH NEW CIRCLE ROAD, TURN
 HZ0110'LEFT AND GO SOUTHEAST OF NEW CIRCLE ROAD FOR 1.1 KM (0.70 MI) TO A
 HZ0110'JUNCTION WITH BRYAN STATION ROAD.  TURN LEFT AND GO NORTHEAST ON BRYAN
 HZ0110'STATION ROAD FOR 1.9 KM, (1.20 MI) ACROSS INTERSTATE 75, TO THE MARK
 HZ0110'ON THE NORTHEAST BRDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0109 ***********************************************************************
 HZ0109  DESIGNATION -  I75 T 80 AZ MK
 HZ0109  PID         -  HZ0109
 HZ0109  STATE/COUNTY-  KY/FAYETTE
 HZ0109  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0109
 HZ0109                         *CURRENT SURVEY CONTROL
 HZ0109  ___________________________________________________________________
 HZ0109* NAD 83(1986)-  38 04 40.     (N)    084 27 05.     (W)     SCALED    
 HZ0109* NAVD 88     -       300.481  (meters)     985.83   (feet)  ADJUSTED  
 HZ0109  ___________________________________________________________________
 HZ0109  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HZ0109  DYNAMIC HT  -         300.263 (meters)     985.11  (feet)  COMP
 HZ0109  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 HZ0109
 HZ0109  VERT ORDER  -  SECOND    CLASS 0
 HZ0109
 HZ0109.The horizontal coordinates were scaled from a topographic map and have
 HZ0109.an estimated accuracy of +/- 6 seconds.
 HZ0109
 HZ0109.The orthometric height was determined by differential leveling
 HZ0109.and adjusted by the National Geodetic Survey in June 1991..
 HZ0109
 HZ0109.The geoid height was determined by GEOID03.
 HZ0109
 HZ0109.The dynamic height is computed by dividing the NAVD 88
 HZ0109.geopotential number by the normal gravity value computed on the
 HZ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0109.degrees latitude (g = 980.6199 gals.).
 HZ0109
 HZ0109.The modeled gravity was interpolated from observed gravity values.
 HZ0109
 HZ0109;                    North         East    Units  Estimated Accuracy
 HZ0109;SPC KY1Z     - 1,194,400.    1,613,930.      MT  (+/- 180 meters Scaled)
 HZ0109
 HZ0109                          SUPERSEDED SURVEY CONTROL
 HZ0109
 HZ0109  NGVD 29 (??/??/92)  300.638  (m)          986.34   (f) ADJ UNCH    2 0
 HZ0109
 HZ0109.Superseded values are not recommended for survey control.
 HZ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0109.See file dsdata.txt to determine how the superseded data were derived.
 HZ0109
 HZ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH235175(NAD 83)
 HZ0109_MARKER: DZ = AZIMUTH MARK DISK
 HZ0109_SETTING: 0 = UNSPECIFIED SETTING
 HZ0109_STAMPING: I 75 T 80 1960
 HZ0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0109
 HZ0109  HISTORY     - Date     Condition        Report By
 HZ0109  HISTORY     - 1960     MONUMENTED       PAS
 HZ0109
 HZ0109                          STATION DESCRIPTION
 HZ0109
 HZ0109'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0109'3.6 MI NE FROM LEXINGTON.
 HZ0109'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0109'BROADWAY IN LEXINGTON, GO NORTHEAST ON BROADWAY (U.S. HIGHWAYS
 HZ0109'27 AND 68) FOR 2.0 MILES TO INTERSECTION OF BELT LINE ROAD (U.S.
 HZ0109'HIGHWAYS 25 AND 421 BY-PASS).  TURN RIGHT AND GO SOUTHEAST ON
 HZ0109'BELT LINE ROAD FOR 0.2 MILE TO INTERSECTION OF OLD PARIS PIKE.
 HZ0109'TURN LEFT AND GO NORTHEAST ON OLD PARIS PIKE FOR 1.15 MILES
 HZ0109'TO ROAD RIGHT (BEVERLEY AVENUE).  CONTINUE NORTHEAST ON OLD
 HZ0109'PARIS PIKE FOR 0.2 MILE TO UNDERPASS AT LOUISVILLE AND NASHVILLE
 HZ0109'RAILROAD AND THE MARK ON THE LEFT, 0.5 MILE NORTHWEST OF STATION,
 HZ0109'72 FEET WEST OF THE WEST END OF RAILROAD OVERPASS, 40 FEET SOUTH OF
 HZ0109'POWER POLE, 39 FEET SOUTHEAST OF TELEPHONE POLE, 7.0 FEET SOUTH
 HZ0109'OF SOUTH RAIL AND PROJECTS 2 INCHES.  AZIMUTH MARK IS 1.8 FEET
 HZ0109'NORTH OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0112 ***********************************************************************
 HZ0112  DESIGNATION -  I75 T 80 RM 1
 HZ0112  PID         -  HZ0112
 HZ0112  STATE/COUNTY-  KY/FAYETTE
 HZ0112  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0112
 HZ0112                         *CURRENT SURVEY CONTROL
 HZ0112  ___________________________________________________________________
 HZ0112* NAD 83(1986)-  38 04 18.     (N)    084 26 52.     (W)     SCALED    
 HZ0112* NAVD 88     -       312.58   (+/-2cm)    1025.5    (feet)  VERTCON   
 HZ0112  ___________________________________________________________________
 HZ0112  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HZ0112
 HZ0112  VERT ORDER  -  ? (See Below)
 HZ0112
 HZ0112.The horizontal coordinates were scaled from a topographic map and have
 HZ0112.an estimated accuracy of +/- 6 seconds.
 HZ0112
 HZ0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0112.The vertical order pertains to the NGVD 29 superseded value.
 HZ0112
 HZ0112.The geoid height was determined by GEOID03.
 HZ0112
 HZ0112;                    North         East    Units  Estimated Accuracy
 HZ0112;SPC KY1Z     - 1,193,720.    1,614,250.      MT  (+/- 180 meters Scaled)
 HZ0112
 HZ0112                          SUPERSEDED SURVEY CONTROL
 HZ0112
 HZ0112  NGVD 29 (??/??/92)  312.734  (m)         1026.03   (f) ADJ UNCH    ?  
 HZ0112
 HZ0112.Superseded values are not recommended for survey control.
 HZ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0112.See file dsdata.txt to determine how the superseded data were derived.
 HZ0112
 HZ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH238168(NAD 83)
 HZ0112_MARKER: DR = REFERENCE MARK DISK
 HZ0112_SETTING: 0 = UNSPECIFIED SETTING
 HZ0112_STAMPING: I 75 T 80 NO 1 1960
 HZ0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0112
 HZ0112  HISTORY     - Date     Condition        Report By
 HZ0112  HISTORY     - 1960     MONUMENTED       PAS
 HZ0112
 HZ0112                          STATION DESCRIPTION
 HZ0112
 HZ0112'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0112'3.8 MI NE FROM LEXINGTON.
 HZ0112'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0112'BROADWAY IN LEXINGTON, GO NORTHEAST ON BROADWAY (U.S. HIGHWAYS
 HZ0112'27 AND 68) FOR 2.0 MILES TO INTERSECTION OF BELT LINE ROAD (U.S.
 HZ0112'HIGHWAYS 25 AND 421 BY-PASS).  TURN RIGHT AND GO SOUTHEAST ON
 HZ0112'BELT LINE ROAD FOR 0.2 MILE TO INTERSECTION OF OLD PARIS PIKE.
 HZ0112'TURN LEFT AND GO NORTHEAST ON OLD PARIS PIKE FOR 1.15 MILES
 HZ0112'TO ROAD RIGHT (BEVERLEY AVENUE).  TURN RIGHT AND GO SOUTHEAST
 HZ0112'ON BEVERLEY AVENUE FOR 0.35 MILE TO DRIVE LEFT AT RESIDENCE
 HZ0112'OF MR. B.F. DUNN.  TURN LEFT AND GO NROTHEAST ON DRIVE FOR
 HZ0112'ABOUT 200 FEET TO A SHARP TURN RIGHT AT GARAGE.  TURN RIGHT AND
 HZ0112'GO SOUTHEAST ON DRIVE FOR ABOUT 200 FEET TO A GATE AT ENTRANCE
 HZ0112'TO PASTURE.  GO THROUGH GATE AND CONTINUE SOUTHEAST ACROSS
 HZ0112'PASTURE FOR 0.15 MILE TO TOP OF HILL AND STATION SITE.  REFERENCE
 HZ0112'MARK 1 IS SOUTHWEST OF STATION, 103 FEET SOUTH OF FENCE CORNER,
 HZ0112'1 FOOT EAST OF FENCE AND SET FLUSH.  REFERENCE MARK 1 IS 2.3
 HZ0112'FEET NORTH OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0111 ***********************************************************************
 HZ0111  DESIGNATION -  I75 T 80 RM 2
 HZ0111  PID         -  HZ0111
 HZ0111  STATE/COUNTY-  KY/FAYETTE
 HZ0111  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0111
 HZ0111                         *CURRENT SURVEY CONTROL
 HZ0111  ___________________________________________________________________
 HZ0111* NAD 83(1986)-  38 04 18.     (N)    084 26 52.     (W)     SCALED    
 HZ0111* NAVD 88     -       312.56   (+/-2cm)    1025.5    (feet)  VERTCON   
 HZ0111  ___________________________________________________________________
 HZ0111  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HZ0111
 HZ0111  VERT ORDER  -  ? (See Below)
 HZ0111
 HZ0111.The horizontal coordinates were scaled from a topographic map and have
 HZ0111.an estimated accuracy of +/- 6 seconds.
 HZ0111
 HZ0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0111.The vertical order pertains to the NGVD 29 superseded value.
 HZ0111
 HZ0111.The geoid height was determined by GEOID03.
 HZ0111
 HZ0111;                    North         East    Units  Estimated Accuracy
 HZ0111;SPC KY1Z     - 1,193,720.    1,614,250.      MT  (+/- 180 meters Scaled)
 HZ0111
 HZ0111                          SUPERSEDED SURVEY CONTROL
 HZ0111
 HZ0111  NGVD 29 (??/??/92)  312.714  (m)         1025.96   (f) ADJ UNCH    ?  
 HZ0111
 HZ0111.Superseded values are not recommended for survey control.
 HZ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0111.See file dsdata.txt to determine how the superseded data were derived.
 HZ0111
 HZ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH238168(NAD 83)
 HZ0111_MARKER: DR = REFERENCE MARK DISK
 HZ0111_SETTING: 0 = UNSPECIFIED SETTING
 HZ0111_STAMPING: I 75 T 80 NO 2 1960
 HZ0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0111
 HZ0111  HISTORY     - Date     Condition        Report By
 HZ0111  HISTORY     - 1960     MONUMENTED       PAS
 HZ0111
 HZ0111                          STATION DESCRIPTION
 HZ0111
 HZ0111'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0111'3.8 MI NE FROM LEXINGTON.
 HZ0111'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ0111'BROADWAY IN LEXINGTON, GO NORTHEAST ON BROADWAY (U.S. HIGHWAYS
 HZ0111'27 AND 68) FOR 2.0 MILES TO INTERSECTION OF BELT LINE ROAD (U.S.
 HZ0111'HIGHWAYS 25 AND 421 BY-PASS).  TURN RIGHT AND GO SOUTHEAST ON
 HZ0111'BELT LINE ROAD FOR 0.2 MILE TO INTERSECTION OF OLD PARIS PIKE,
 HZ0111'TURN LEFT AND GO NORTHEAST ON OLD PARIS PIKE FOR 1.15 MILES
 HZ0111'TO ROAD RIGHT (BEVERLEY AVENUE).  TURN RIGHT AND GO SOUTHEAST
 HZ0111'ON BEVERLEY AVENUE FOR 0.35 MILE TO DRIVE LEFT AT RESIDENCE OF
 HZ0111'MR. B.F DUNN.  TURN LEFT AND GO NORTH EAST ON DRIVE FOR ABOUT
 HZ0111'200 FEET TO A SHARP TURN RIGHT AT GARAGE.  TURN RIGHT AND GO
 HZ0111'SOUTHEAST ON DRIVE FOR ABOUT 200 FEET TO A GATE AT ENTRANCE
 HZ0111'TO PASTURE.  GO THROUGH GATE AND CONTINUE SOUTHEAST ACROSS PASTURE
 HZ0111'FOR 0.15 MILE TO TOP OF HILL AND STATION SITE.  REFERENCE MARK
 HZ0111'2 IS NORTHWEST OF STATION, 59 FEET EAST OF FENCE CORNER, 1 FOOT
 HZ0111'SOUTH OF FENCE AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2435 ***********************************************************************
 HZ2435  DESIGNATION -  I75 T 81
 HZ2435  PID         -  HZ2435
 HZ2435  STATE/COUNTY-  KY/FAYETTE
 HZ2435  USGS QUAD   -  CENTERVILLE (1984)
 HZ2435
 HZ2435                         *CURRENT SURVEY CONTROL
 HZ2435  ___________________________________________________________________
 HZ2435* NAD 83(1993)-  38 08 11.27166(N)    084 29 14.90268(W)     ADJUSTED  
 HZ2435* NAVD 88     -       292.4    (meters)     959.     (feet)  VERTCON   
 HZ2435  ___________________________________________________________________
 HZ2435  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 HZ2435  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ2435
 HZ2435  HORZ ORDER  -  SECOND
 HZ2435
 HZ2435.The horizontal coordinates were established by classical geodetic methods
 HZ2435.and adjusted by the National Geodetic Survey in December 1995..
 HZ2435
 HZ2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2435
 HZ2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2435
 HZ2435.The geoid height was determined by GEOID03.
 HZ2435
 HZ2435;                    North         East     Units Scale Factor Converg.
 HZ2435;SPC KY1Z     - 1,200,865.449 1,610,672.291   MT  0.99991521   +0 46 30.5
 HZ2435;SPC KY1Z     - 3,939,839.39  5,284,347.34   sFT  0.99991521   +0 46 30.5
 HZ2435;SPC KY N     -    70,672.133   479,181.343   MT  0.99997865   -0 08 51.8
 HZ2435;SPC KY N     -   231,863.49  1,572,114.12   sFT  0.99997865   -0 08 51.8
 HZ2435;UTM  16      - 4,223,938.809   720,200.670   MT  1.00019722   +1 33 07.9
 HZ2435
 HZ2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2435!SPC KY1Z     -   0.99995937  x   0.99991521  =   0.99987458
 HZ2435!SPC KY N     -   0.99995937  x   0.99997865  =   0.99993802
 HZ2435!UTM  16      -   0.99995937  x   1.00019722  =   1.00015658
 HZ2435
 HZ2435|---------------------------------------------------------------------|
 HZ2435| PID    Reference Object                     Distance      Geod. Az  |
 HZ2435|                                                           dddmmss.s |
 HZ2435| DC2306 I75 T 81 RM 1                        20.490 METERS 14316     |
 HZ2435| HZ0099 MT HOREB                            APPROX. 0.7 KM 1505135.9 |
 HZ2435| HZ2428 LEXINGTON TV STATION WKYT MAST      APPROX.11.7 KM 1635456.6 |
 HZ2435| DC2307 I75 T 81 RM 2                        22.000 METERS 28821     |
 HZ2435|---------------------------------------------------------------------|
 HZ2435
 HZ2435                          SUPERSEDED SURVEY CONTROL
 HZ2435
 HZ2435  NAD 83(1986)-  38 08 11.27844(N)    084 29 14.91118(W) AD(       ) 2
 HZ2435  NAD 27      -  38 08 11.00330(N)    084 29 15.13120(W) AD(       ) 2
 HZ2435  NGVD 29 (07/19/86)  292.6    (m)          960.     (f) VERT ANG       
 HZ2435
 HZ2435.Superseded values are not recommended for survey control.
 HZ2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2435.See file dsdata.txt to determine how the superseded data were derived.
 HZ2435
 HZ2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2020123939(NAD 83)
 HZ2435_MARKER: DD = SURVEY DISK
 HZ2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2435_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2435
 HZ2435  HISTORY     - Date     Condition        Report By
 HZ2435  HISTORY     - 1960     MONUMENTED       PAS
 HZ2435
 HZ2435                          STATION DESCRIPTION
 HZ2435
 HZ2435'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ2435'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF LEXINGTON, ON THE
 HZ2435'CASTLETON FARM NO.1.
 HZ2435'
 HZ2435'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HZ2435'BROADWAY IN LEXINGTON, GO NORTHEAST ON BROADWAY FOR 2.0 MILES TO THE
 HZ2435'INTERSECTION OF BELT LINE ROAD (U.S. HIGHWAYS 25 AND 421 BY PASS).
 HZ2435'TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 25 AND 421 BY PASS FOR 1.4
 HZ2435'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON NEWTON PIKE (STATE
 HZ2435'HIGHWAY 922) FOR 4.1 MILES TO THE INTERSECTION OF IRONWORKS PIKE.
 HZ2435'CONTINUE STRAIGHT AHEAD ON NEWTOWN PIKE FOR 0.3 MILE TO THE STATION
 HZ2435'ON THE LEFT.
 HZ2435'
 HZ2435'STATION MARK IS LOCATED 44 FEET WEST OF APPROXIMATE CENTER OF NEWTON
 HZ2435'PIKE, 39 FEET NORTH OF NORTHEAST CORNER OF BARN, 4 FEET NORTH OF
 HZ2435'BOARD FENCE AND 3 FEET SOUTH OF WIRE FENCE.  THE MARK PROJECTS 1 INCH
 HZ2435'AND THE DISK IS STAMPED I 75 T 81 1960.
 HZ2435'
 HZ2435'REFERENCE MARK 1 IS SOUTHEAST OF STATION, 16 FEET WEST OF APPROXIMATE
 HZ2435'CENTER OF NEWTOWN PIKE, 9 FEET NORTH OF DRIVE TO BARN, 1.4 FEET EAST
 HZ2435'OF BOARD FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HZ2435'I 75 T 81 NO.1 1960.
 HZ2435'
 HZ2435'REFERENCE MARK 2 IS WEST OF THE STATION, 34 FEET NORTHWEST OF THE
 HZ2435'NORTHWEST CORNER OF BARN, 18 FEET NORTH OF DRIVE AROUND BARN, 6.8
 HZ2435'FEET WEST OF FENCE CORNER, 2.2 FEET NORTH OF BOARD FENCE.  THE MARK
 HZ2435'PROJECTS 1 INCH AND THE DISK IS STAMPED I 75 T 81 NO.2 1960.
 HZ2435'
 HZ2435'NO AZIMUTH MARK WAS ESTABLISHED FROM THIS STATION.
 HZ2435'
 HZ2435'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 HZ2435'HIGHWAYS SURVEY DISKS SET IN CONCRETE CYLINDERS.
 HZ2435'
 HZ2435'STATION MARK IS 2.8 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN.
 HZ2435'
 HZ2435'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0508 ***********************************************************************
 HZ0508  DESIGNATION -  I75 T 82 2
 HZ0508  PID         -  HZ0508
 HZ0508  STATE/COUNTY-  KY/FAYETTE
 HZ0508  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0508
 HZ0508                         *CURRENT SURVEY CONTROL
 HZ0508  ___________________________________________________________________
 HZ0508* NAD 83(1993)-  38 06 39.28495(N)    084 30 50.45059(W)     ADJUSTED  
 HZ0508* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 HZ0508  ___________________________________________________________________
 HZ0508  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 HZ0508  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HZ0508
 HZ0508  HORZ ORDER  -  THIRD
 HZ0508
 HZ0508.The horizontal coordinates were established by classical geodetic methods
 HZ0508.and adjusted by the National Geodetic Survey in December 1995..
 HZ0508.No horizontal observational check was made to the station.
 HZ0508
 HZ0508.The orthometric height was scaled from a topographic map.
 HZ0508
 HZ0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0508
 HZ0508.The geoid height was determined by GEOID03.
 HZ0508
 HZ0508;                    North         East     Units Scale Factor Converg.
 HZ0508;SPC KY1Z     - 1,197,998.569 1,608,383.414   MT  0.99991329   +0 45 31.8
 HZ0508;SPC KY1Z     - 3,930,433.64  5,276,837.92   sFT  0.99991329   +0 45 31.8
 HZ0508;SPC KY N     -    67,842.309   476,846.429   MT  0.99998131   -0 09 51.2
 HZ0508;SPC KY N     -   222,579.31  1,564,453.66   sFT  0.99998131   -0 09 51.2
 HZ0508;UTM  16      - 4,221,040.369   717,950.236   MT  1.00018507   +1 32 05.7
 HZ0508
 HZ0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0508!SPC KY1Z     -   0.99996008  x   0.99991329  =   0.99987337
 HZ0508!SPC KY N     -   0.99996008  x   0.99998131  =   0.99994139
 HZ0508!UTM  16      -   0.99996008  x   1.00018507  =   1.00014514
 HZ0508
 HZ0508|---------------------------------------------------------------------|
 HZ0508| PID    Reference Object                     Distance      Geod. Az  |
 HZ0508|                                                           dddmmss.s |
 HZ0508| HZ0510 I75 T 82 2 RM 5                       6.112 METERS 14906     |
 HZ0508| HZ0504 I75 T 82 AZ MK                      APPROX. 0.6 KM 1535825.1 |
 HZ0508| HZ0509 I75 T 82 2 RM 4                       5.426 METERS 31518     |
 HZ0508| HZ0505 I75 T 82 RM 1                        30.523 METERS 34909     |
 HZ0508| HZ2632 I75 T 82 RESET                       42.632 METERS 35741     |
 HZ0508|---------------------------------------------------------------------|
 HZ0508
 HZ0508                          SUPERSEDED SURVEY CONTROL
 HZ0508
 HZ0508  NAD 83(1986)-  38 06 39.29068(N)    084 30 50.45875(W) AD(       ) 3
 HZ0508  NAD 27      -  38 06 39.02102(N)    084 30 50.67634(W) AD(       ) 3
 HZ0508
 HZ0508.Superseded values are not recommended for survey control.
 HZ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0508.See file dsdata.txt to determine how the superseded data were derived.
 HZ0508
 HZ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1795021040(NAD 83)
 HZ0508_MARKER: DS = TRIANGULATION STATION DISK
 HZ0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0508_STAMPING: I 75 T 82 2 1975
 HZ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0508+STABILITY: SURFACE MOTION
 HZ0508
 HZ0508  HISTORY     - Date     Condition        Report By
 HZ0508  HISTORY     - 1975     MONUMENTED       KYHD
 HZ0508  HISTORY     - 1975     GOOD             NGS
 HZ0508  HISTORY     - 1980     GOOD             NGS
 HZ0508
 HZ0508                          STATION DESCRIPTION
 HZ0508
 HZ0508'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1975 (CLN)
 HZ0508'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF GEORGETOWN, ON THE
 HZ0508'UNIVERSITY OF KENTUCKY COLDSTREAM FARM, 28 FEET SOUTHEAST OF THE
 HZ0508'NORTHEAST CORNER OF A CONCRETE BLOCK CALF BARN, 6 FEET SOUTHEAST OF
 HZ0508'THE SOUTHEAST CORNER OF THE BARN, 6 FEET EAST OF A FENCE AND 10
 HZ0508'FEET EAST OF A METAL SEWER COVER.  THE MONUMENT IS FLUSH AND THE
 HZ0508'DISK IS STAMPED I 75 T 82 2 1975.
 HZ0508'
 HZ0508'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 62, 227
 HZ0508'AND 460 AT GEORGETOWN, GO SOUTHERLY ON HIGHWAY 25 FOR 7.65 MILES
 HZ0508'TO A PAVED DRIVE LEFT.  TURN LEFT AND GO EASTERLY ON PAVED ROAD 0.3
 HZ0508'MILE TO COLDSTREAM DAIRY CENTER AND THE STATION AS DESCRIBED.
 HZ0508'
 HZ0508'REFERENCE MARK 4 IS A STANDARD DISK STAMPED I 75 T 82 2 NO 4 1975,
 HZ0508'SET IN A DRILL HOLE IN THE TOP AND NORTHEAST CORNER OF CONCRETE PAD
 HZ0508'AT THE EAST END OF THE CALF BARN, 9 FEET SOUTHEAST OF THE NORTHEAST
 HZ0508'CORNER OF THE BARN, 15 FEET NORTHEAST OF THE SOUTHEAST CORNER AND
 HZ0508'5 FEET EAST OF THE EAST WALL OF THE BARN.
 HZ0508'
 HZ0508'REFERENCE MARK 5 IS A STANDARD PRE CAST ALUMINUM POST WITH A SCREW
 HZ0508'TYPE CAP STAMPED I 75 T 82 2 NO 5 1975, PROJECTS 2 INCHES, 1 FOOT
 HZ0508'EAST OF THE FENCE AND 20 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 HZ0508'BARN.
 HZ0508'
 HZ0508'THE AZIMUTH MARK IS A STANDARD KY. DEPT. OF HWYS. DISK SET IN THE
 HZ0508'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND, 62 FEET
 HZ0508'SOUTHWEST OF THE SOUTHWEST EDGE OF A LARGE SILO, 17 FEET WEST OF THE
 HZ0508'CENTERLINE OF DRIVEWAY, 56 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 HZ0508'BARN, 2 FEET SOUTHEAST OF WOODEN FENCE AND 1 FOOT EAST OF A METAL
 HZ0508'WITNESS POST.  THE DISK IS STAMPED I 75-T 82 1960.
 HZ0508'
 HZ0508'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST AND
 HZ0508'SOUTHEASTERLY ON PAVED DRIVE FOR 0.55 MILE TO A SIDE ROAD RIGHT.
 HZ0508'TURN RIGHT AND GO SOUTHWESTERLY ON PAVED DRIVE FOR 0.35 MILE TO THE
 HZ0508'MARK AS DESCRIBED.
 HZ0508'
 HZ0508'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HZ0508
 HZ0508                          STATION RECOVERY (1975)
 HZ0508
 HZ0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HZ0508'6 MI SE FROM GEORGETOWN.
 HZ0508'7.65 MILES SOUTHERLY ALONG U.S. HIGHWAY 25 FROM ITS JUNCTION WITH
 HZ0508'U.S. HIGHWAYS 62, 227 AND 460 AT GEORGETOWN TO A PAVED DRIVE LEFT
 HZ0508'TO THE COLDSTREAM FARM DAIRY CENTER, THENCE EASTERLY ON THE PAVED
 HZ0508'ROAD FOR 0.3 MILE TO THE MARK, 28 FEET SOUTHEAST OF THE NORTHEAST
 HZ0508'CORNER OF A CONCRETE BLOCK CALF BARN, 6 FEET SOUTHEAST OF THE
 HZ0508'SOUTHEAST CORNER OF THE BARN, 6 FEET EAST OF A FENCE, 10 FEET EAST
 HZ0508'OF A METAL SEWER COVER, AND SET IN THE TOP OF A ROUND CONCRETE
 HZ0508'POST FLUSH WITH THE GROUND.
 HZ0508
 HZ0508                          STATION RECOVERY (1980)
 HZ0508
 HZ0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RPD)
 HZ0508'THE STATION AND REFERENCE MARKS NO. 4 AND 5 WERE RECOVERED IN GOOD
 HZ0508'CONDITION AS DESCRIBED IN QUAD 380843 STA 1054.  AZIMUTH MARK 1960
 HZ0508'WAS NOT SEARCHED FOR.  THIS STATION IS NOT TO BE CONFUSED WITH
 HZ0508'I 75 T 82 1960, WHICH, ALONG WITH REFERENCE MARK NO. 2, WAS
 HZ0508'REPORTED DESTROYED IN 1975.  REFERENCE MARK NO. 1 HAS SINCE BEEN
 HZ0508'DESTROYED, AND ALL THAT REMAINS OF REFERENCE MARK NO. 3 IS THE
 HZ0508'CONCRETE, WITH THE SHANK AND IMPRINT OF THE DISK STILL THERE.
 HZ0508'
 HZ0508'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHEAST
 HZ0508'OF GEORGETOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0504 ***********************************************************************
 HZ0504  DESIGNATION -  I75 T 82 AZ MK
 HZ0504  PID         -  HZ0504
 HZ0504  STATE/COUNTY-  KY/FAYETTE
 HZ0504  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0504
 HZ0504                         *CURRENT SURVEY CONTROL
 HZ0504  ___________________________________________________________________
 HZ0504* NAD 83(1993)-  38 06 23.11401(N)    084 30 40.45722(W)     ADJUSTED  
 HZ0504* NAVD 88     -       289.088  (meters)     948.45   (feet)  ADJUSTED  
 HZ0504  ___________________________________________________________________
 HZ0504  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 HZ0504  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HZ0504  DYNAMIC HT  -         288.877 (meters)     947.76  (feet)  COMP
 HZ0504  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 HZ0504
 HZ0504  HORZ ORDER  -  THIRD
 HZ0504  VERT ORDER  -  SECOND    CLASS 0
 HZ0504
 HZ0504.The horizontal coordinates were established by classical geodetic methods
 HZ0504.and adjusted by the National Geodetic Survey in December 1995..
 HZ0504.No horizontal observational check was made to the station.
 HZ0504
 HZ0504.The orthometric height was determined by differential leveling
 HZ0504.and adjusted by the National Geodetic Survey in June 1991..
 HZ0504
 HZ0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0504
 HZ0504.The geoid height was determined by GEOID03.
 HZ0504
 HZ0504.The dynamic height is computed by dividing the NAVD 88
 HZ0504.geopotential number by the normal gravity value computed on the
 HZ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0504.degrees latitude (g = 980.6199 gals.).
 HZ0504
 HZ0504.The modeled gravity was interpolated from observed gravity values.
 HZ0504
 HZ0504;                    North         East     Units Scale Factor Converg.
 HZ0504;SPC KY1Z     - 1,197,503.287 1,608,633.439   MT  0.99991297   +0 45 38.0
 HZ0504;SPC KY1Z     - 3,928,808.70  5,277,658.21   sFT  0.99991297   +0 45 38.0
 HZ0504;SPC KY N     -    67,343.028   477,088.459   MT  0.99998179   -0 09 45.0
 HZ0504;SPC KY N     -   220,941.25  1,565,247.72   sFT  0.99998179   -0 09 45.0
 HZ0504;UTM  16      - 4,220,548.384   718,207.015   MT  1.00018645   +1 32 11.3
 HZ0504
 HZ0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0504!SPC KY1Z     -   0.99995988  x   0.99991297  =   0.99987285
 HZ0504!SPC KY N     -   0.99995988  x   0.99998179  =   0.99994167
 HZ0504!UTM  16      -   0.99995988  x   1.00018645  =   1.00014632
 HZ0504
 HZ0504:                Primary Azimuth Mark                     Grid Az
 HZ0504:SPC KY1Z     -  I75 T 82 2                               333 12 53.2
 HZ0504:SPC KY N     -  I75 T 82 2                               334 08 16.2
 HZ0504:UTM  16      -  I75 T 82 2                               332 26 19.9
 HZ0504
 HZ0504|---------------------------------------------------------------------|
 HZ0504| PID    Reference Object                     Distance      Geod. Az  |
 HZ0504|                                                           dddmmss.s |
 HZ0504| HZ0508 I75 T 82 2                          APPROX. 0.6 KM 3335831.2 |
 HZ0504| HZ2632 I75 T 82 RESET                      APPROX. 0.6 KM 3353743.2 |
 HZ0504|---------------------------------------------------------------------|
 HZ0504
 HZ0504                          SUPERSEDED SURVEY CONTROL
 HZ0504
 HZ0504  NAD 83(1986)-  38 06 23.11979(N)    084 30 40.46527(W) AD(       ) 3
 HZ0504  NAD 27      -  38 06 22.84983(N)    084 30 40.68318(W) AD(       ) 3
 HZ0504  NGVD 29 (??/??/92)  289.262  (m)          949.02   (f) ADJ UNCH    2 0
 HZ0504
 HZ0504.Superseded values are not recommended for survey control.
 HZ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0504.See file dsdata.txt to determine how the superseded data were derived.
 HZ0504
 HZ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1820720548(NAD 83)
 HZ0504_MARKER: DZ = AZIMUTH MARK DISK
 HZ0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0504_STAMPING: I 75 T 82 1960
 HZ0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0504+STABILITY: SURFACE MOTION
 HZ0504
 HZ0504  HISTORY     - Date     Condition        Report By
 HZ0504  HISTORY     - 1975     MONUMENTED       NGS
 HZ0504  HISTORY     - 1971     GOOD             NGS
 HZ0504  HISTORY     - 1975     GOOD             NGS
 HZ0504
 HZ0504                          STATION DESCRIPTION
 HZ0504
 HZ0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HZ0504'THE AZIMUTH MARK IS A STANDARD KY. DEPT. OF HWYS. DISK SET IN THE
 HZ0504'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND, 62 FEET
 HZ0504'SOUTHWEST OF THE SOUTHWEST EDGE OF A LARGE SILO, 17 FEET WEST OF THE
 HZ0504'CENTERLINE OF DRIVEWAY, 56 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 HZ0504'BARN, 2 FEET SOUTHEAST OF WOODEN FENCE AND 1 FOOT EAST OF A METAL
 HZ0504'WITNESS POST.  THE DISK IS STAMPED I 75-T 82 1960.
 HZ0504'
 HZ0504'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST AND
 HZ0504'SOUTHEASTERLY ON PAVED DRIVE FOR 0.55 MILE TO A SIDE ROAD RIGHT.
 HZ0504'TURN RIGHT AND GO SOUTHWESTERLY ON PAVED DRIVE FOR 0.35 MILE TO THE
 HZ0504'MARK AS DESCRIBED.
 HZ0504
 HZ0504                          STATION RECOVERY (1971)
 HZ0504
 HZ0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HZ0504'6.4 MI S FROM GEORGETOWN.
 HZ0504'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  TO REACH
 HZ0504'FROM THE JUNCTION OF U.S. HIGHWAYS 25, 62, 227 AND 460 IN GEORGETOWN,
 HZ0504'GO SOUTH-SOUTHEASTERLY ON U.S. HIGHWAY 25 FOR 7.65 MILES TO A PAVED
 HZ0504'DRIVE ON THE LEFT LEADING INTO THE COLDSTREAM DAIRY CENTER.  HERE
 HZ0504'TURN LEFT AND GO IN A GENERAL EASTERLY DIRECTION ON THE PAVED DRIVE
 HZ0504'FOR 0.3 OF A MILE TO THE DAIRY BARN COMPLEX AND TRAVERSE STATION
 HZ0504'I75-T82 1960 1971 NEAR A LARGE BARN.  HERE CONTINUE EAST AND
 HZ0504'SOUTHEASTERLY ON THE PAVED DRIVE FOR 0.55 OF A MILE TO A PAVED
 HZ0504'T DRIVE RIGHT, HERE TURN RIGHT, SOUTHWESTERLY, FOR 0.35 OF A MILE
 HZ0504'TO A LARGE BARN AND SILO ON THE RIGHT, AND THE MARK AS DESCRIBED.
 HZ0504'IT IS ABOUT 0.4 OF A MILE SOUTH-SOUTHEAST OF TRAVERSE STATION
 HZ0504'I75-T82 1960 1971, 62 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A
 HZ0504'LARGE SILO, 56 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE
 HZ0504'BARN, 17 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE PAVED DRIVE,
 HZ0504'1.5 FEET SOUTHEAST OF A WOODEN FENCE, AND 1.0 FOOT EAST OF A METAL
 HZ0504'WITNESS POST AND SIGN.  IT IS A STANDARD KENTUCKY DEPARTMENT OF
 HZ0504'HIGHWAYS AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH, ROUND,
 HZ0504'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HZ0504'I 75 T 82 1960.
 HZ0504
 HZ0504                          STATION RECOVERY (1975)
 HZ0504
 HZ0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HZ0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2462 ***********************************************************************
 HZ2462  DESIGNATION -  I75 T 83
 HZ2462  PID         -  HZ2462
 HZ2462  STATE/COUNTY-  KY/FAYETTE
 HZ2462  USGS QUAD   -  GEORGETOWN (1993)
 HZ2462
 HZ2462                         *CURRENT SURVEY CONTROL
 HZ2462  ___________________________________________________________________
 HZ2462* NAD 83(1993)-  38 07 48.68744(N)    084 31 08.18770(W)     ADJUSTED  
 HZ2462* NAVD 88     -       281.6    (meters)     924.     (feet)  VERTCON   
 HZ2462  ___________________________________________________________________
 HZ2462  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 HZ2462  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ2462
 HZ2462  HORZ ORDER  -  SECOND
 HZ2462
 HZ2462.The horizontal coordinates were established by classical geodetic methods
 HZ2462.and adjusted by the National Geodetic Survey in December 1995..
 HZ2462
 HZ2462.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2462
 HZ2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2462
 HZ2462.The geoid height was determined by GEOID03.
 HZ2462
 HZ2462;                    North         East     Units Scale Factor Converg.
 HZ2462;SPC KY1Z     - 1,200,132.375 1,607,923.168   MT  0.99991472   +0 45 21.0
 HZ2462;SPC KY1Z     - 3,937,434.30  5,275,327.93   sFT  0.99991472   +0 45 21.0
 HZ2462;SPC KY N     -    69,983.394   476,420.591   MT  0.99997928   -0 10 02.3
 HZ2462;SPC KY N     -   229,603.85  1,563,056.56   sFT  0.99997928   -0 10 02.3
 HZ2462;UTM  16      - 4,223,168.316   717,460.987   MT  1.00018245   +1 31 57.1
 HZ2462
 HZ2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2462!SPC KY1Z     -   0.99996106  x   0.99991472  =   0.99987578
 HZ2462!SPC KY N     -   0.99996106  x   0.99997928  =   0.99994034
 HZ2462!UTM  16      -   0.99996106  x   1.00018245  =   1.00014350
 HZ2462
 HZ2462|---------------------------------------------------------------------|
 HZ2462| PID    Reference Object                     Distance      Geod. Az  |
 HZ2462|                                                           dddmmss.s |
 HZ2462| DC2310 I75 T 83 RM 1                        14.312 METERS 08253     |
 HZ2462| DC2309 I75 T 83 AZ MK                                     2532146.0 |
 HZ2462| DC2311 I75 T 83 RM 2                        15.804 METERS 26144     |
 HZ2462|---------------------------------------------------------------------|
 HZ2462
 HZ2462                          SUPERSEDED SURVEY CONTROL
 HZ2462
 HZ2462  NAD 83(1986)-  38 07 48.69335(N)    084 31 08.19622(W) AD(       ) 2
 HZ2462  NAD 27      -  38 07 48.42300(N)    084 31 08.41100(W) AD(       ) 2
 HZ2462  NGVD 29 (07/19/86)  281.8    (m)          925.     (f) VERT ANG       
 HZ2462
 HZ2462.Superseded values are not recommended for survey control.
 HZ2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2462.See file dsdata.txt to determine how the superseded data were derived.
 HZ2462
 HZ2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1746123168(NAD 83)
 HZ2462_MARKER: DD = SURVEY DISK
 HZ2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2462_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2462
 HZ2462  HISTORY     - Date     Condition        Report By
 HZ2462  HISTORY     - 1960     MONUMENTED       PAS
 HZ2462
 HZ2462                          STATION DESCRIPTION
 HZ2462
 HZ2462'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ2462'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF GEORGETOWN, ON
 HZ2462'LAND OWNED BY MRS. HOWARD WELLS.
 HZ2462'
 HZ2462'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 62, 227
 HZ2462'AND 460 IN GEORGETOWN, GO SOUTH ON U.S. HIGHWAY 25 FOR 4.65 MILES TO
 HZ2462'A PRIVATE DRIVE LEFT.  TURN LEFT AND GO EAST FOR 0.15 MILE TO AZIMUTH
 HZ2462'MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO
 HZ2462'STATION ON RIGHT AS DESCRIBED.
 HZ2462'
 HZ2462'STATION MARK IS ON HIGHEST POINT OF A SMALL KNOLL AND IS ABOUT 100
 HZ2462'YARDS NORTHWEST OF A LARGE TOBACCO BARN, 13 FEET SOUTH OF APPROXIMATE
 HZ2462'CENTER OF DRIVER, 1.8 FEET NORTH OF A BOARD FENCE.  THE MARK
 HZ2462'PROJECTS 1 INCH AND THE DISK IS STAMPED I 75 T 83 1960.
 HZ2462'
 HZ2462'REFERENCE MARK 1 IS EAST OF STATION, 14 FEET SOUTH OF APPROXIMATE
 HZ2462'CENTER OF DRIVE, 1.5 FEET NORTH OF BOARD FENCE.  THE MARK PROJECTS 1
 HZ2462'INCH AND THE KISK IS STAMPED I 75 T 83 NO.1 1960.
 HZ2462'
 HZ2462'REFERENCE MARK 2 IS WEST OF THE STATION, 13 FEET SOUTH OF APPROXIMATE
 HZ2462'CENTER OF DRIVE, 1.6 FEET NORTH OF BOARD FENCE.  THE MARK PROJECTS 1
 HZ2462'INCH AND THE DISK IS STAMPED I 75 T 83 NO.2 1960.
 HZ2462'
 HZ2462'AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF STATION, 50 FEET SOUTH OF
 HZ2462'APPROXIMATE CENTER OF DRIVE EAST WEST AND 11 FEET EAST OF DRIVE NORTH
 HZ2462'SOUTH, 1.9 FEET WEST OF BOARD FENCE.  THE MARK IS FLUSH AND THE DISK
 HZ2462'IS STAMPED I 75 T 83 1960.
 HZ2462'
 HZ2462'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ2462'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE CYLINDERS.
 HZ2462'
 HZ2462'STATION MARK IS 4.2 FEET NORTH OF METAL WITNESS POST AND SIGN.
 HZ2462'
 HZ2462'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2460 ***********************************************************************
 HZ2460  DESIGNATION -  I75 T 84
 HZ2460  PID         -  HZ2460
 HZ2460  STATE/COUNTY-  KY/FAYETTE
 HZ2460  USGS QUAD   -  GEORGETOWN (1993)
 HZ2460
 HZ2460                         *CURRENT SURVEY CONTROL
 HZ2460  ___________________________________________________________________
 HZ2460* NAD 83(1993)-  38 08 16.60547(N)    084 31 45.98219(W)     ADJUSTED  
 HZ2460* NAVD 88     -       283.1    (meters)     929.     (feet)  VERTCON   
 HZ2460  ___________________________________________________________________
 HZ2460  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 HZ2460  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HZ2460
 HZ2460  HORZ ORDER  -  SECOND
 HZ2460
 HZ2460.The horizontal coordinates were established by classical geodetic methods
 HZ2460.and adjusted by the National Geodetic Survey in December 1995..
 HZ2460
 HZ2460.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2460
 HZ2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2460
 HZ2460.The geoid height was determined by GEOID03.
 HZ2460
 HZ2460;                    North         East     Units Scale Factor Converg.
 HZ2460;SPC KY1Z     - 1,200,980.937 1,606,991.595   MT  0.99991533   +0 44 57.8
 HZ2460;SPC KY1Z     - 3,940,218.29  5,272,271.59   sFT  0.99991533   +0 44 57.8
 HZ2460;SPC KY N     -    70,846.910   475,502.752   MT  0.99997850   -0 10 25.8
 HZ2460;SPC KY N     -   232,436.90  1,560,045.28   sFT  0.99997850   -0 10 25.8
 HZ2460;UTM  16      - 4,224,004.391   716,517.745   MT  1.00017740   +1 31 34.7
 HZ2460
 HZ2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2460!SPC KY1Z     -   0.99996083  x   0.99991533  =   0.99987616
 HZ2460!SPC KY N     -   0.99996083  x   0.99997850  =   0.99993933
 HZ2460!UTM  16      -   0.99996083  x   1.00017740  =   1.00013822
 HZ2460
 HZ2460|---------------------------------------------------------------------|
 HZ2460| PID    Reference Object                     Distance      Geod. Az  |
 HZ2460|                                                           dddmmss.s |
 HZ2460| HZ2461 I75 T 84 2                           44.595 METERS 01910     |
 HZ2460| HZ2463 WALNUT HALL FARM WATER TANK         APPROX. 3.1 KM 0315729.4 |
 HZ2460| DC2315 I75 T 84 RM 1                        19.784 METERS 14358     |
 HZ2460| DC2314 I75 T 84 AZ MK                                     1991001.4 |
 HZ2460| DC2316 I75 T 84 RM 2                        19.995 METERS 32439     |
 HZ2460|---------------------------------------------------------------------|
 HZ2460
 HZ2460                          SUPERSEDED SURVEY CONTROL
 HZ2460
 HZ2460  NAD 83(1986)-  38 08 16.61123(N)    084 31 45.99073(W) AD(       ) 2
 HZ2460  NAD 27      -  38 08 16.34200(N)    084 31 46.20410(W) AD(       ) 2
 HZ2460  NGVD 29 (07/19/86)  283.3    (m)          929.     (f) VERT ANG       
 HZ2460
 HZ2460.Superseded values are not recommended for survey control.
 HZ2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2460.See file dsdata.txt to determine how the superseded data were derived.
 HZ2460
 HZ2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1651824004(NAD 83)
 HZ2460_MARKER: DD = SURVEY DISK
 HZ2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2460_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2460
 HZ2460  HISTORY     - Date     Condition        Report By
 HZ2460  HISTORY     - 1960     MONUMENTED       PAS
 HZ2460  HISTORY     - 1963     SEE DESCRIPTION  CGS
 HZ2460
 HZ2460                          STATION DESCRIPTION
 HZ2460
 HZ2460'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ2460'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF GEORGETOWN, ON
 HZ2460'LAND OWNED BY MR. WALTER H. SEBASTIAN.
 HZ2460'
 HZ2460'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 62, 227
 HZ2460'AND 460 IN GEORGETOWN, GO SOUTH ON U.S. HIGHWAY 25 FOR 4.3 MILES TO
 HZ2460'AZIMUTH MARK ON THE RIGHT.  FROM THIS POINT, WALK NORTH-NORTHEAST
 HZ2460'FOR ABOUT 600 FEET TO MILE POST NO.75 ON SOUTHERN RAILROAD.  FROM
 HZ2460'THIS POINT, WALK NORTHEAST ACROSS PASTURE FOR APPROXIMATELY 1500 FEET
 HZ2460'TO HIGHEST POINT OF HILL AND STATION AS DESCRIBED.
 HZ2460'
 HZ2460'STATION MARK IS ON HIGHEST POINT OF HILL ALONG NORTH SOUTH FENCE,
 HZ2460'ABOUT 115 YARDS NORTH OF 16 INCH CHERRY TREE, ABOUT 90 YARDS SOUTH OF
 HZ2460'NORTHEAST CORNER OF PASTURE, 2 FEET WEST OF FENCE.  THE MARK IS
 HZ2460'FLUSH AND THE DISK IS STAMPED I 75 T 84 1960.
 HZ2460'
 HZ2460'REFERENCE MARK 1 IS SOUTH OF STATION, 1.5 FEET WEST OF FENCE.  THE
 HZ2460'MARK SI FLUSH AND THE DISK IS STAMPED I 75 T 84 NO.1 1960.
 HZ2460'
 HZ2460'REFERENCE MARK 2 IS NORTH OF STATION, ABOUT 68 YARDS SOUTH OF NORTH
 HZ2460'EAST CORNER OF PASTURE, 1.5 FEET WEST OF FENCE.  THE MARK IS FLUSH
 HZ2460'AND THE DISK IS STAMPED I 75 T 84 NO.2 1960.
 HZ2460'
 HZ2460'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHWEST OF STATION.  IT IS ABOUT 80
 HZ2460'YARDS NORTHWEST OF BRIDGE OVER SOUTHERN RAILROAD, 22 FEET NORTH OF
 HZ2460'POWER POLE, 21 FEET WEST OF APPROXIMATE CENTER OF U.S. HIGHWAY 25,
 HZ2460'5.1 FEET WEST OF GUARD RAIL.  THE MARK IS FLUSH AND THE DISK IS
 HZ2460'STAMPED I 75 T 84 1960.
 HZ2460'
 HZ2460'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ2460'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE CYLINDERS.
 HZ2460'
 HZ2460'STATION MARK IS 2.4 FEET WEST OF METAL WITNESS POST AND SIGN.
 HZ2460'
 HZ2460'AZIMUTH MARK IS 2.5 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.
 HZ2460'
 HZ2460'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 HZ2460
 HZ2460                          STATION RECOVERY (1963)
 HZ2460
 HZ2460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 HZ2460'THE STATION IS ALL MARKS WERE RECOVERED AND FOUND IN FAIR CONDITION.
 HZ2460'DUE TO CONSTRUCTION ON INTERSTATE HIGHWAY 75, THE STATION MARK,
 HZ2460'REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 WOULD BE DESTROYED.  A
 HZ2460'NEW STATION I 75 T 84 2 1963 WAS ESTABLISHED AFTER WHICH THE OLD
 HZ2460'STATION, WITH THE EXCEPTION OF THE AZIMUTH MARK, WAS DESTROYED.
 HZ2460'
 HZ2460'A DISCREPANCY WAS NOTED IN THE TO REACH MILEAGES OF THE ORIGINAL
 HZ2460'DESCRIPTION AND THEY WERE CORRECTED IN THE DESCRIPTION TO THE NEW
 HZ2460'STATION.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2461 ***********************************************************************
 HZ2461  DESIGNATION -  I75 T 84 2
 HZ2461  PID         -  HZ2461
 HZ2461  STATE/COUNTY-  KY/FAYETTE
 HZ2461  USGS QUAD   -  GEORGETOWN (1993)
 HZ2461
 HZ2461                         *CURRENT SURVEY CONTROL
 HZ2461  ___________________________________________________________________
 HZ2461* NAD 83(1993)-  38 08 17.97163(N)    084 31 45.38093(W)     ADJUSTED  
 HZ2461* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 HZ2461  ___________________________________________________________________
 HZ2461  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 HZ2461  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HZ2461
 HZ2461  HORZ ORDER  -  THIRD
 HZ2461
 HZ2461.The horizontal coordinates were established by classical geodetic methods
 HZ2461.and adjusted by the National Geodetic Survey in December 1995..
 HZ2461.No horizontal observational check was made to the station.
 HZ2461
 HZ2461.The orthometric height was scaled from a topographic map.
 HZ2461
 HZ2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2461
 HZ2461.The geoid height was determined by GEOID03.
 HZ2461
 HZ2461;                    North         East     Units Scale Factor Converg.
 HZ2461;SPC KY1Z     - 1,201,023.244 1,607,005.684   MT  0.99991536   +0 44 58.1
 HZ2461;SPC KY1Z     - 3,940,357.09  5,272,317.81   sFT  0.99991536   +0 44 58.1
 HZ2461;SPC KY N     -    70,888.987   475,517.521   MT  0.99997846   -0 10 25.4
 HZ2461;SPC KY N     -   232,574.95  1,560,093.73   sFT  0.99997846   -0 10 25.4
 HZ2461;UTM  16      - 4,224,046.897   716,531.262   MT  1.00017748   +1 31 35.1
 HZ2461
 HZ2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2461!SPC KY1Z     -   0.99996088  x   0.99991536  =   0.99987624
 HZ2461!SPC KY N     -   0.99996088  x   0.99997846  =   0.99993934
 HZ2461!UTM  16      -   0.99996088  x   1.00017748  =   1.00013835
 HZ2461
 HZ2461|---------------------------------------------------------------------|
 HZ2461| PID    Reference Object                     Distance      Geod. Az  |
 HZ2461|                                                           dddmmss.s |
 HZ2461| DC2312 I75 T 84 2 RM 3                      17.575 METERS 00029     |
 HZ2461| HZ2463 WALNUT HALL FARM WATER TANK         APPROX. 3.0 KM 0320845.5 |
 HZ2461| DC2313 I75 T 84 2 RM 4                      18.130 METERS 17914     |
 HZ2461| DC2314 I75 T 84 AZ MK                                     1991003.1 |
 HZ2461|---------------------------------------------------------------------|
 HZ2461
 HZ2461                          SUPERSEDED SURVEY CONTROL
 HZ2461
 HZ2461  NAD 83(1986)-  38 08 17.97739(N)    084 31 45.38948(W) AD(       ) 3
 HZ2461  NAD 27      -  38 08 17.70820(N)    084 31 45.60280(W) AD(       ) 3
 HZ2461
 HZ2461.Superseded values are not recommended for survey control.
 HZ2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2461.See file dsdata.txt to determine how the superseded data were derived.
 HZ2461
 HZ2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1653124047(NAD 83)
 HZ2461_MARKER: DS = TRIANGULATION STATION DISK
 HZ2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2461_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2461
 HZ2461  HISTORY     - Date     Condition        Report By
 HZ2461  HISTORY     - 1963     MONUMENTED       CGS
 HZ2461
 HZ2461                          STATION DESCRIPTION
 HZ2461
 HZ2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 HZ2461'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF GEORGETOWN, AT THE
 HZ2461'TOP OF A CUT AND ALONG THE EAST RIGHT OF WAY OF INTERSTATE HIGHWAY
 HZ2461'75.
 HZ2461'
 HZ2461'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25, 62, 227,
 HZ2461'AND 460 IN GEORGETOWN, GO SOUTH ON U.S. HIGHWAY 25 FOR 6.1 MILES TO
 HZ2461'THE AZIMUTH MARK ON THE RIGHT JUST BEFORE CROSSING A BRIDGE OVER
 HZ2461'THE SOUTHERN RAILROAD.  FROM THIS POINT, PACK NORTH NORTHEAST ABOUT
 HZ2461'600 FEET TO MILE POST NO. 75 ON THE SOUTHERN RAILROAD.  FROM THIS
 HZ2461'POINT PACK NORTHEAST ACROSS PASTURE FOR ABOUT 1200 FEET TO THE RIGHT
 HZ2461'OF WAY FENCE AT THE WEST EDGE OF THE INTERSTATE HIGHWAY, CROSS THE
 HZ2461'FENCE AND CONTINUE ACROSS THE HIGHWAY FOR ABOUT 300 FEET TO THE EAST
 HZ2461'RIGHT OF WAY FENCE AT TOP OF A CUT AND THE STATION AS DESCRIBED.
 HZ2461'THE STATION CAN BE REACHED NO OTHER WAY AT PRESENT, BUT AFTER
 HZ2461'COMPLETION OF THE HIGHWAY IT WILL BE POSSIBLE TO DRIVE DIRECTLY TO
 HZ2461'THE STATION SITE.
 HZ2461'
 HZ2461'THE STATION IS AT THE TOP OF A HIGHWAY CUT ABOUT 150 FEET EAST OF THE
 HZ2461'CENTER OF THE MEDIAN, 2.2 FEET NORTH OF A METAL WITNESS POST AND
 HZ2461'SIGN AND 1.4 FEET WEST OF THE EAST RIGHT OF WAY FENCE.  IT IS A
 HZ2461'STANDARD DISK SET IN THE TOP OF A 9 INCH, ROUND, FLUSH CONCRETE
 HZ2461'MONUMENT, AND THE DISK IS STAMPED I 75 T 84 2 1963.
 HZ2461'
 HZ2461'REFERENCE MARK NO.3 IS AT THE TOP OF THE HIGHWAY CUT ABOUT 150 FEET
 HZ2461'EAST OF THE CENTER OF THE MEDIAN AND ABOUT 1-1/2 FEET BELOW THE
 HZ2461'ELEVATION OF THE STATION, 1.1 FEET SOUTH OF A METAL WITNESS POST AND
 HZ2461'1.0 FOOT WEST OF THE EAST RIGHT OF WAY FENCE.  IT IS A STANDARD DISK
 HZ2461'SET IN THE TOP OF A 9 INCH ROUND, FLUSH CONCRETE MONUMENT, AND THE
 HZ2461'DISK IS STAMPED I 75 T 84 2 NO 3 1963.
 HZ2461'
 HZ2461'REFERENCE MARK NO.4 IS AT THE TOP OF THE HIGHWAY CUT ABOUT 150 FEET
 HZ2461'EAST OF THE CENTER OF THE MEDIAN AND ABOUT 1-1/2 FEET ABOVE THE
 HZ2461'ELEVATION OF THE STATION, 1.1 FEET NORTH OF A METAL WITNESS POST AND
 HZ2461'0.9 FOOT WEST OF THE EAST RIGHT OF WAY FENCE.  IT IS A STANDARD DISK
 HZ2461'SET IN THE TOP OF A 9 INCH, ROUND, FLUSH CONCRETE MONUMENT, AND THE
 HZ2461'DISK IS STAMPED I 75 T 84 2 NO 4 1963.
 HZ2461'
 HZ2461'THE AZIMUTH MARK IS ALONG THE RIGHT OF WAY OF U.S. HIGHWAY 25, ABOUT
 HZ2461'80 YARDS NORTHWEST OF A BRIDGE OVER THE SOUTHERN RAILROAD, 22 FEET
 HZ2461'NORTH OF A POWER POLE, 21 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 HZ2461'HIGHWAY 25, 5.1 FEET WEST OF A GUARD RAIL, AND 2.5 FEET NORTHEAST OF
 HZ2461'A METAL WITNESS POST AND SIGN.  IT IS A KENTUCKY DEPARTMENT OF
 HZ2461'HIGHWAY DISK SET IN THE TOP OF A 9-INCH, ROUND, FLUSH CONCRETE
 HZ2461'MONUMENT, AND THE DISK IS STAMPED I 75 T 84 1960.
 HZ2461'
 HZ2461'NOTE--THIS STATION WAS ESTABLISED ON AN EXTENDED LINE THROUGH OLD
 HZ2461'STATION I 75 T 84 1960 AND ITS AZIMUTH MARK, THE HORIZONTAL MEASURED
 HZ2461'DISTANCE BETWEEN THE OLD AND THE NEW STATION BEING 146.31 FEET
 HZ2461'(44.595 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0511 ***********************************************************************
 HZ0511  DESIGNATION -  I75 T 85
 HZ0511  PID         -  HZ0511
 HZ0511  STATE/COUNTY-  KY/SCOTT
 HZ0511  USGS QUAD   -  GEORGETOWN (1993)
 HZ0511
 HZ0511                         *CURRENT SURVEY CONTROL
 HZ0511  ___________________________________________________________________
 HZ0511* NAD 83(1993)-  38 09 19.50899(N)    084 33 04.55848(W)     ADJUSTED  
 HZ0511* NAVD 88     -       269.074  (meters)     882.79   (feet)  ADJUSTED  
 HZ0511  ___________________________________________________________________
 HZ0511  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 HZ0511  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ0511  DYNAMIC HT  -         268.879 (meters)     882.15  (feet)  COMP
 HZ0511  MODELED GRAV-     979,894.6   (mgal)                       NAVD 88
 HZ0511
 HZ0511  HORZ ORDER  -  SECOND
 HZ0511  VERT ORDER  -  SECOND    CLASS 0
 HZ0511
 HZ0511.The horizontal coordinates were established by classical geodetic methods
 HZ0511.and adjusted by the National Geodetic Survey in December 1995..
 HZ0511
 HZ0511.The orthometric height was determined by differential leveling
 HZ0511.and adjusted by the National Geodetic Survey in June 1991..
 HZ0511
 HZ0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0511
 HZ0511.The geoid height was determined by GEOID03.
 HZ0511
 HZ0511.The dynamic height is computed by dividing the NAVD 88
 HZ0511.geopotential number by the normal gravity value computed on the
 HZ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0511.degrees latitude (g = 980.6199 gals.).
 HZ0511
 HZ0511.The modeled gravity was interpolated from observed gravity values.
 HZ0511
 HZ0511;                    North         East     Units Scale Factor Converg.
 HZ0511;SPC KY1Z     - 1,202,895.326 1,605,053.507   MT  0.99991676   +0 44 09.5
 HZ0511;SPC KY1Z     - 3,946,499.08  5,265,913.05   sFT  0.99991676   +0 44 09.5
 HZ0511;SPC KY N     -    72,792.400   473,595.646   MT  0.99997681   -0 11 14.7
 HZ0511;SPC KY N     -   238,819.73  1,553,788.38   sFT  0.99997681   -0 11 14.7
 HZ0511;UTM  16      - 4,225,892.800   714,553.365   MT  1.00016697   +1 30 48.2
 HZ0511
 HZ0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0511!SPC KY1Z     -   0.99996305  x   0.99991676  =   0.99987981
 HZ0511!SPC KY N     -   0.99996305  x   0.99997681  =   0.99993986
 HZ0511!UTM  16      -   0.99996305  x   1.00016697  =   1.00013001
 HZ0511
 HZ0511:                Primary Azimuth Mark                     Grid Az
 HZ0511:SPC KY1Z     -  I75 T 85 AZ MK                           014 10 03.0
 HZ0511:SPC KY N     -  I75 T 85 AZ MK                           015 05 27.2
 HZ0511:UTM  16      -  I75 T 85 AZ MK                           013 23 24.3
 HZ0511
 HZ0511|---------------------------------------------------------------------|
 HZ0511| PID    Reference Object                     Distance      Geod. Az  |
 HZ0511|                                                           dddmmss.s |
 HZ0511| DC2317 I75 T 85 AZ MK                                     0145412.5 |
 HZ0511| DC2318 I75 T 85 RM 1                        23.694 METERS 11446     |
 HZ0511| HZ0512 I75 T 85 RM 2                        19.770 METERS 29401     |
 HZ0511|---------------------------------------------------------------------|
 HZ0511
 HZ0511                          SUPERSEDED SURVEY CONTROL
 HZ0511
 HZ0511  NAD 83(1986)-  38 09 19.51487(N)    084 33 04.56764(W) AD(       ) 2
 HZ0511  NAD 27      -  38 09 19.24610(N)    084 33 04.77590(W) AD(       ) 2
 HZ0511  NGVD 29 (??/??/92)  269.238  (m)          883.33   (f) ADJ UNCH    2 0
 HZ0511
 HZ0511.Superseded values are not recommended for survey control.
 HZ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0511.See file dsdata.txt to determine how the superseded data were derived.
 HZ0511
 HZ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1455325893(NAD 83)
 HZ0511_MARKER: DE = TRAVERSE STATION DISK
 HZ0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0511_STAMPING: I 75 T 85 1960
 HZ0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0511+STABILITY: SURFACE MOTION
 HZ0511
 HZ0511  HISTORY     - Date     Condition        Report By
 HZ0511  HISTORY     - 1960     MONUMENTED       PAS
 HZ0511  HISTORY     - 1960     GOOD             PAS
 HZ0511
 HZ0511                          STATION DESCRIPTION
 HZ0511
 HZ0511'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ0511'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF GEORGETOWN, ON THE
 HZ0511'IRONWORKS PIKE AND IS ABOUT 100 YARDS WEST OF THE SCOTT FAYETTE
 HZ0511'COUNTY LINE.
 HZ0511'
 HZ0511'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25, 227 AND
 HZ0511'460 IN GEORGETOWN, GO SOUTH ON U.S. HIGHWAY 25 FOR 2.5 MILES TO
 HZ0511'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON U.S. HIGHWAY 25 FOR
 HZ0511'0.6 MILE TO JUNCTION WITH IRONWORKS PIKE.  TURN RIGHT ONTO
 HZ0511'IRONWORKS PIKE AND GO WEST FOR 0.35 MILE TO TOP OF GRADE AND
 HZ0511'STATION ON LEFT AS DESCRIBED.
 HZ0511'
 HZ0511'STATION MARK IS ABOUT 52 YARDS WEST OF DRIVE LEADING NORTH TO J.E.
 HZ0511'WAYMAN RESIDENCE, ABOUT 80 FEET WEST OF HIGHEST POINT OF HILL, 18
 HZ0511'FEET SOUTH OF APPROXIMATE CENTER OF IRONWORKS PIKE, 2.1 FEET NORTH OF
 HZ0511'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED I 75 T
 HZ0511'85 1960.
 HZ0511'
 HZ0511'REFERENCE MARK 1 IS EAST OF STATION AND ON HIGHEST POINT OF HILL 18
 HZ0511'FEET SOUTH OF APPROXIMATE CENTER OF IRONWORKS PIKE, 1.7 FEET NORTH
 HZ0511'OF FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED I 75 T
 HZ0511'85 NO.1 1960.
 HZ0511'
 HZ0511'REFERENCE MARK 2 IS WEST OF STATION, 18 FEET SOUTH OF APPROXIMATE
 HZ0511'CENTER OF IRONWORKS PIKE, 8.7 FEET EAST OF TELEPHONE POLE, 3.4 FEET
 HZ0511'NORTHWEST OF 24 INCH LOCUST TREE, 1.7 FEET NORTH OF FENCE.  THE MARK
 HZ0511'PROJECTS 2 INCHES AND THE DISK IS STAMPED I 75 T 85 NO.2 1960.
 HZ0511'
 HZ0511'AZIMUTH MARK IS ABOUT O.5 MILE NORTH OF STATION, 78 FEET SOUTH OF
 HZ0511'SOUTHWEST CORNER OF SERVICE STATION, 22 FEET EAST OF APPROXIMATE
 HZ0511'CENTER OF US HIGHWAY 25, 2 FEET WEST OF ROCK FENCE, 6 FEET SOUTH OF
 HZ0511'TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I 75 T 85
 HZ0511'1960.
 HZ0511'
 HZ0511'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0511'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE CYLINDERS.
 HZ0511'
 HZ0511'STATION MARK IS 2.6 FEET EAST OF METAL WITNESS POST AND SIGN.
 HZ0511'
 HZ0511'AZIMUTH MARK IS 2.6 FEET SOUTH OF METAL WITNESS POST AND SIGN.
 HZ0511'
 HZ0511'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 HZ0511
 HZ0511                          STATION RECOVERY (1960)
 HZ0511
 HZ0511'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0511'3.4 MI S FROM GEORGETOWN.
 HZ0511'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 62, 227
 HZ0511'AND 460 IN GEORGETOWN, GO SOUTH ON U.S. HIGHWAY 25 FOR 2.5 MILES TO
 HZ0511'AZIMUTH MARK ON LEFT.  CONTINUE AHEAD ON U.S. HIGHWAY 25 FOR 0.6 MILE
 HZ0511'TO JUNCTION WITH IRONWORKS PIKE.  TURN RIGHT ONTO IRONWORKS PIKE AND
 HZ0511'GO WEST FOR 0.35 MILE TO TOP OF GRADE AND STATION ON LEFT.  STATION
 HZ0511'MARK IS ABOUT 52 YARDS WEST OF DRIVE LEADING NORTH TO J.E. WAYMAN
 HZ0511'RESIDENCE, ABOUT 80 FEET WEST OF HIGHEST POINT OF HILL, 18 FEET
 HZ0511'SOUTH OF APPROXIMATE CENTER OF IRONWORKS PIKE, 2.1 FEET NORTH OF
 HZ0511'FENCE, PROJECTS 2 INCHES AND IS STAMPED I 75 T 85 1960.  STATION MARK
 HZ0511'IS 2.6 FEET EAST OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0517 ***********************************************************************
 HZ0517  DESIGNATION -  I75 T 86
 HZ0517  PID         -  HZ0517
 HZ0517  STATE/COUNTY-  KY/SCOTT
 HZ0517  USGS QUAD   -  GEORGETOWN (1993)
 HZ0517
 HZ0517                         *CURRENT SURVEY CONTROL
 HZ0517  ___________________________________________________________________
 HZ0517* NAD 83(1993)-  38 11 15.30971(N)    084 31 53.98440(W)     ADJUSTED  
 HZ0517* NAVD 88     -       281.471  (meters)     923.46   (feet)  ADJUSTED  
 HZ0517  ___________________________________________________________________
 HZ0517  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 HZ0517  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 HZ0517  DYNAMIC HT  -         281.267 (meters)     922.79  (feet)  COMP
 HZ0517  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 HZ0517
 HZ0517  HORZ ORDER  -  SECOND
 HZ0517  VERT ORDER  -  SECOND    CLASS 0
 HZ0517
 HZ0517.The horizontal coordinates were established by classical geodetic methods
 HZ0517.and adjusted by the National Geodetic Survey in December 1995..
 HZ0517
 HZ0517.The orthometric height was determined by differential leveling
 HZ0517.and adjusted by the National Geodetic Survey in June 1991..
 HZ0517
 HZ0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0517
 HZ0517.The geoid height was determined by GEOID03.
 HZ0517
 HZ0517.The dynamic height is computed by dividing the NAVD 88
 HZ0517.geopotential number by the normal gravity value computed on the
 HZ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0517.degrees latitude (g = 980.6199 gals.).
 HZ0517
 HZ0517.The modeled gravity was interpolated from observed gravity values.
 HZ0517
 HZ0517;                    North         East     Units Scale Factor Converg.
 HZ0517;SPC KY1Z     - 1,206,487.492 1,606,724.830   MT  0.99991965   +0 44 52.8
 HZ0517;SPC KY1Z     - 3,958,284.38  5,271,396.38   sFT  0.99991965   +0 44 52.8
 HZ0517;SPC KY N     -    76,357.372   475,324.736   MT  0.99997393   -0 10 30.8
 HZ0517;SPC KY N     -   250,515.81  1,559,461.24   sFT  0.99997393   -0 10 30.8
 HZ0517;UTM  16      - 4,229,508.243   716,176.170   MT  1.00017558   +1 31 35.8
 HZ0517
 HZ0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0517!SPC KY1Z     -   0.99996111  x   0.99991965  =   0.99988077
 HZ0517!SPC KY N     -   0.99996111  x   0.99997393  =   0.99993504
 HZ0517!UTM  16      -   0.99996111  x   1.00017558  =   1.00013669
 HZ0517
 HZ0517|---------------------------------------------------------------------|
 HZ0517| PID    Reference Object                     Distance      Geod. Az  |
 HZ0517|                                                           dddmmss.s |
 HZ0517| HZ0515 I75 T 86 RM 1                        18.100 METERS 10740     |
 HZ0517| HZ0518 I75 T 86 AZ MK                                     1863229.2 |
 HZ0517| HZ0516 I75 T 86 RM 2                        17.790 METERS 28742     |
 HZ0517|---------------------------------------------------------------------|
 HZ0517
 HZ0517                          SUPERSEDED SURVEY CONTROL
 HZ0517
 HZ0517  NAD 83(1986)-  38 11 15.31611(N)    084 31 53.99366(W) AD(       ) 2
 HZ0517  NAD 27      -  38 11 15.04790(N)    084 31 54.20290(W) AD(       ) 2
 HZ0517  NGVD 29 (??/??/92)  281.648  (m)          924.04   (f) ADJ UNCH    2 0
 HZ0517
 HZ0517.Superseded values are not recommended for survey control.
 HZ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0517.See file dsdata.txt to determine how the superseded data were derived.
 HZ0517
 HZ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1617629508(NAD 83)
 HZ0517_MARKER: DE = TRAVERSE STATION DISK
 HZ0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0517_STAMPING: I 75 T 86 1960
 HZ0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0517+STABILITY: SURFACE MOTION
 HZ0517
 HZ0517  HISTORY     - Date     Condition        Report By
 HZ0517  HISTORY     - 1960     MONUMENTED       PAS
 HZ0517  HISTORY     - 1960     GOOD             PAS
 HZ0517
 HZ0517                          STATION DESCRIPTION
 HZ0517
 HZ0517'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ0517'THE STATION IS LOCATED ABOUT 2.2 MILES SOUTHEAST OF GEORGETOWN, ON
 HZ0517'LAND OWNED BY MR. JIM PICKETT.
 HZ0517'
 HZ0517'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 62, 227
 HZ0517'AND 460 IN GEORGETOWN, GO SOUTH ON U.S. HIGHWAY 25 FOR 0.35 MILE TO
 HZ0517'CLAYTON AVENUE LEFT.  TURN LEFT ONTO CLAYTON AVENUE AND GO EAST 1.4
 HZ0517'MILES TO POINT WHERE CLAYTON AVENUE CHANGES TO LEMONS MILL ROAD AT
 HZ0517'THE ELECTRIC PARTS MANUFACTURING COMPANY.  CONTINUE EAST ON LEMONS
 HZ0517'MILL ROAD FOR 1.4 MILES TO LYLE ROAD RIGHT.  TURN RIGHT ONTO LYLE
 HZ0517'ROAD AND GO SOUTH FOR 0.95 MILE TO A DRIVE RIGHT.  TURN RIGHT AND GO
 HZ0517'0.1 MILE TO AZIMUTH MARK ON THE RIGHT.  FROM THIS POINT, WALK NORTH
 HZ0517'ACROSS CULTIVATED FIELD FOR ABOUT 2000 FEET TO STATION AS DESCRIBED.
 HZ0517'
 HZ0517'STATION MARK IS ABOUT 140 YARDS NORTHWEST OF NORTHWEST CORNER OF
 HZ0517'LARGE TOBACCO BARN AND ABOUT 150 FEET EAST ALONG FENCE FROM HIGHEST
 HZ0517'POINT OF HILL, 67 FEET EAST OF 14 INCH LOCUST, 1 FOOT SOUTH OF FENCE.
 HZ0517'THE MARK IS FLUSH AND THE DISK IS STAMPED I 75 T 86 1960.
 HZ0517'
 HZ0517'REFERENCE MARK 1 IS EAST OF STATION, 126 FEET EAST OF 14 INCH LOCUST,
 HZ0517'1 FOOT SOUTH OF FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I
 HZ0517'75 T 86 NO.1 1960.
 HZ0517'
 HZ0517'REFERENCE MARK 2 IS WEST OF STATION, 9 FEET EAST OF 14 INCH LOCUST, 1
 HZ0517'FOOT SOUTH OF FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I 75
 HZ0517'T 86 NO.2 1960.
 HZ0517'
 HZ0517'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF STATION.  IT IS 17 FEET WEST
 HZ0517'OF AN 18 INCH WALNUT TREE, 16 FEET NORTH OF TELEPHONE POLE, 8 FEET
 HZ0517'NORTH OF APPROXIMATE CENTER OF DRIVE, 1 FOOT SOUTH OF FENCE.  THE
 HZ0517'MARK IS FLUSH AND THE DISK IS STAMPED I 75 T 86 1960.
 HZ0517'
 HZ0517'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0517'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE CYLINDERS.
 HZ0517'
 HZ0517'STATION MARK IS 3.0 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.
 HZ0517'
 HZ0517'AZIMUTH MARK IS 2.3 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.
 HZ0517'
 HZ0517'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 HZ0517
 HZ0517                          STATION RECOVERY (1960)
 HZ0517
 HZ0517'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0517'4.6 MI E FROM GEORGETOWN.
 HZ0517'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 62, 227
 HZ0517'AND 460 IN GEORGETOWN, GO SOUTH ON U.S. HIGHWAY 25 FOR 0.35 MILE TO
 HZ0517'CLAYTON AVENUE LEFT.  TURN LEFT ONTO CLAYTON AVENUE AND GO EAST
 HZ0517'1.4 MILES TO POINT WHERE CLAYTON AVENUE CHANGES TO LEMONS MILL ROAD
 HZ0517'AT THE ELECTRIC PARTS MANUFACTURING COMPANY.  CONTINUE EAST ON
 HZ0517'LEMONS MILL ROAD FOR 1.4 MILES TO LYLE ROAD RIGHT.  TURN RIGHT ONTO
 HZ0517'LYLE ROAD AND GO SOUTH FOR 0.95 MILE TO A DRIVE RIGHT.  TURN RIGHT
 HZ0517'AND GO 0.1 MILE TO AZIMUTH MARK ON THE RIGHT, FROM THIS POINT,
 HZ0517'WALK NORTH ACROSS CULTIVATED FIELD FOR ABOUT 2000 FEET TO STATION.
 HZ0517'STATION MARK IS ABOUT 140 YARDS NORTHWEST OF NORTHWEST CORNER
 HZ0517'OF LARGE TOBACCO BARN AND ABOUT 150 FEET EAST ALONG FENCE FROM
 HZ0517'HIGHEST POINT OF HILL, 67 FEET EAST OF 14-INCH LOCUST, 1 FOOT SOUTH
 HZ0517'OF FENCE AND SET FLUSH.  STATION IS 3.0 FEET SOUTHEAST OF METAL
 HZ0517'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0518 ***********************************************************************
 HZ0518  DESIGNATION -  I75 T 86 AZ MK
 HZ0518  PID         -  HZ0518
 HZ0518  STATE/COUNTY-  KY/SCOTT
 HZ0518  USGS QUAD   -  GEORGETOWN (1993)
 HZ0518
 HZ0518                         *CURRENT SURVEY CONTROL
 HZ0518  ___________________________________________________________________
 HZ0518* NAD 83(1986)-  38 10 54.     (N)    084 32 00.     (W)     SCALED    
 HZ0518* NAVD 88     -       274.805  (meters)     901.59   (feet)  ADJUSTED  
 HZ0518  ___________________________________________________________________
 HZ0518  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HZ0518  DYNAMIC HT  -         274.605 (meters)     900.93  (feet)  COMP
 HZ0518  MODELED GRAV-     979,895.6   (mgal)                       NAVD 88
 HZ0518
 HZ0518  VERT ORDER  -  FIRST     CLASS II
 HZ0518
 HZ0518.The horizontal coordinates were scaled from a topographic map and have
 HZ0518.an estimated accuracy of +/- 6 seconds.
 HZ0518
 HZ0518.The orthometric height was determined by differential leveling
 HZ0518.and adjusted by the National Geodetic Survey in June 1991..
 HZ0518
 HZ0518.The geoid height was determined by GEOID03.
 HZ0518
 HZ0518.The dynamic height is computed by dividing the NAVD 88
 HZ0518.geopotential number by the normal gravity value computed on the
 HZ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0518.degrees latitude (g = 980.6199 gals.).
 HZ0518
 HZ0518.The modeled gravity was interpolated from observed gravity values.
 HZ0518
 HZ0518;                    North         East    Units  Estimated Accuracy
 HZ0518;SPC KY1Z     - 1,205,830.    1,606,590.      MT  (+/- 180 meters Scaled)
 HZ0518
 HZ0518                          SUPERSEDED SURVEY CONTROL
 HZ0518
 HZ0518  NGVD 29 (??/??/92)  274.982  (m)          902.17   (f) ADJ UNCH    1 2
 HZ0518
 HZ0518.Superseded values are not recommended for survey control.
 HZ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0518.See file dsdata.txt to determine how the superseded data were derived.
 HZ0518
 HZ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH160288(NAD 83)
 HZ0518_MARKER: DZ = AZIMUTH MARK DISK
 HZ0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0518_SP_SET: CONCRETE POST
 HZ0518_STAMPING: I 75 T 86 1960
 HZ0518_MARK LOGO: KYDT  
 HZ0518_PROJECTION: PROJECTING 4 CENTIMETERS
 HZ0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0518+STABILITY: SURFACE MOTION
 HZ0518
 HZ0518  HISTORY     - Date     Condition        Report By
 HZ0518  HISTORY     - 1960     MONUMENTED       KYHD
 HZ0518  HISTORY     - 1986     GOOD             NGS
 HZ0518
 HZ0518                          STATION DESCRIPTION
 HZ0518
 HZ0518'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1960
 HZ0518'4.2 MI E FROM GEORGETOWN.
 HZ0518'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 62, 227
 HZ0518'AND 460 IN GEORGETOWN, GO SOUTH ON U.S. HIGHWAY 25 FOR 0.35 MILE TO
 HZ0518'CLAYTON AVENUE LEFT.  TURN LEFT ONTO CLAYTON AVENUE AND GO EAST
 HZ0518'1.4 MILES TO POINT WHERE CLAYTON AVENUE CHANGES TO LEMONS MILL ROAD
 HZ0518'AT THE ELECTRIC PARTS MANUFACTURING COMPANY.  CONTINUE EAST ON
 HZ0518'LEMONS MILL ROAD FOR 1.4 MILES TO LYLE ROAD RIGHT.  TURN RIGHT ONTO
 HZ0518'LYLE ROAD AND GO SOUTH FOR 0.95 MILE TO A DRIVE RIGHT.  TURN RIGHT
 HZ0518'AND GO 0.1 MILE TO AZIMUTH MARK ON THE RIGHT.  AZIMUTH MARK IS
 HZ0518'ABOUT 0.4 MILE SOUTH OF STATION, 17 FEET WEST OF AN 18 INCHES
 HZ0518'WALNUT TREE, 16 FEET NORTH OF TELEPHONE POLE, 8 FEET NORTH OF
 HZ0518'APPROXIMATE CENTER OF DRIVE, 1 FOOT SOUTH OF FENCE AND SET FLUSH.
 HZ0518'MARK IS 2.3 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.  AZIMUTH
 HZ0518'MARK IS 2.3 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN.
 HZ0518
 HZ0518                          STATION RECOVERY (1986)
 HZ0518
 HZ0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ0518'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.6 KM (0.4 MI)
 HZ0518'SOUTH ALONG U.S. HIGHWAY 25 FROM THE COURTHOUSE IN GEORGETOWN, THENCE
 HZ0518'1.0 KM (0.65 MI) EAST ALONG CLAYTON AVENUE TO THE BRIDGE OVER THE
 HZ0518'SOUTHERN RAILROAD, THENCE 4.0 KM (2.5 MI) EAST ALONG STATE HIGHWAY
 HZ0518'1963, THENCE 0.2 KM (0.1 MI) WEST ALONG A FARM ROAD TO THE MARK ON THE
 HZ0518'RIGHT, 2.4 METERS (8.0 FT) NORTH OF THE CENTER OF THE ROAD, 4.8 METERS
 HZ0518'(16.0 FT) NORTH OF A TELEPHONE POLE, 0.30 METER (1.0 FT) SOUTH OF A
 HZ0518'FENCE LINE.
 HZ0518'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 HZ0518'THE MARK IS 0.30 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0270 ***********************************************************************
 HZ0270  DESIGNATION -  I75 T 87 AZ MK
 HZ0270  PID         -  HZ0270
 HZ0270  STATE/COUNTY-  KY/SCOTT
 HZ0270  USGS QUAD   -  GEORGETOWN (1993)
 HZ0270
 HZ0270                         *CURRENT SURVEY CONTROL
 HZ0270  ___________________________________________________________________
 HZ0270* NAD 83(1986)-  38 12 48.     (N)    084 32 10.     (W)     SCALED    
 HZ0270* NAVD 88     -       260.182  (meters)     853.61   (feet)  ADJUSTED  
 HZ0270  ___________________________________________________________________
 HZ0270  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HZ0270  DYNAMIC HT  -         259.993 (meters)     852.99  (feet)  COMP
 HZ0270  MODELED GRAV-     979,897.3   (mgal)                       NAVD 88
 HZ0270
 HZ0270  VERT ORDER  -  FIRST     CLASS II
 HZ0270
 HZ0270.The horizontal coordinates were scaled from a topographic map and have
 HZ0270.an estimated accuracy of +/- 6 seconds.
 HZ0270
 HZ0270.The orthometric height was determined by differential leveling
 HZ0270.and adjusted by the National Geodetic Survey in June 1991..
 HZ0270
 HZ0270.The geoid height was determined by GEOID03.
 HZ0270
 HZ0270.The dynamic height is computed by dividing the NAVD 88
 HZ0270.geopotential number by the normal gravity value computed on the
 HZ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0270.degrees latitude (g = 980.6199 gals.).
 HZ0270
 HZ0270.The modeled gravity was interpolated from observed gravity values.
 HZ0270
 HZ0270;                    North         East    Units  Estimated Accuracy
 HZ0270;SPC KY1Z     - 1,209,340.    1,606,300.      MT  (+/- 180 meters Scaled)
 HZ0270
 HZ0270                          SUPERSEDED SURVEY CONTROL
 HZ0270
 HZ0270  NGVD 29 (??/??/92)  260.355  (m)          854.18   (f) ADJ UNCH    1 2
 HZ0270
 HZ0270.Superseded values are not recommended for survey control.
 HZ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0270.See file dsdata.txt to determine how the superseded data were derived.
 HZ0270
 HZ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH157323(NAD 83)
 HZ0270_MARKER: DZ = AZIMUTH MARK DISK
 HZ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0270_STAMPING: I 75 T 87 1960
 HZ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0270+STABILITY: SURFACE MOTION
 HZ0270
 HZ0270  HISTORY     - Date     Condition        Report By
 HZ0270  HISTORY     - 1960     MONUMENTED       PAS
 HZ0270  HISTORY     - 1970     GOOD             NGS
 HZ0270
 HZ0270                          STATION DESCRIPTION
 HZ0270
 HZ0270'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ0270'1.8 MI E FROM GEORGETOWN.
 HZ0270'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25,
 HZ0270'62, 227 AND 460 IN GEORGETOWN, GO EAST ON U.S. HIGHWAYS 62, 227
 HZ0270'AND 460 FOR 1.1 MILE TO Y-FORK.  CONTINUE STRAIGHT AHEAD ON
 HZ0270'U.S. HIGHWAYS 227 AND 460 FOR 0.7 MILE TO TOP OF GRADE AND
 HZ0270'STATION ON RIGHT.  TO REACH AZIMUTH MARK, GO WEST ON U.S. HIGHWAYS
 HZ0270'227 AND 460 FOR 0.25 MILE TO A DRIVE LEFT, TURN LEFT AND GO
 HZ0270'SOUTH FOR 0.2 MILE TO AZIMUTH MARK ON THE RIGHT.  MARK IS ABOUT
 HZ0270'0.4 MILE SOUTHWEST OF STATION, ON LAND OWNED BY MR. LEWIS
 HZ0270'FINDLEY, 17 FEET WEST OF APPROXIMATE CENTER OF DRIVE, 8 FEET
 HZ0270'NORTH OF POINT WHERE WOVEN WIRE FENCE JOINS BOARD FENCE, 1 FOOT
 HZ0270'EAST OF WOVEN WIRE FENCE, SET FLUSH AND STAMPED I 75 T 87 1960.
 HZ0270'AZIMUTH MARK IS 1.4 FEET SOUTH OF METAL WITNESS POST AND SIGN.
 HZ0270
 HZ0270                          STATION RECOVERY (1970)
 HZ0270
 HZ0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HZ0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0397 ***********************************************************************
 HZ0397  DESIGNATION -  I75 T 88
 HZ0397  PID         -  HZ0397
 HZ0397  STATE/COUNTY-  KY/SCOTT
 HZ0397  USGS QUAD   -  GEORGETOWN (1993)
 HZ0397
 HZ0397                         *CURRENT SURVEY CONTROL
 HZ0397  ___________________________________________________________________
 HZ0397* NAD 83(1993)-  38 14 08.61100(N)    084 32 31.90374(W)     ADJUSTED  
 HZ0397* NAVD 88     -       272.241  (meters)     893.18   (feet)  ADJUSTED  
 HZ0397  ___________________________________________________________________
 HZ0397  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 HZ0397  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HZ0397  DYNAMIC HT  -         272.044 (meters)     892.53  (feet)  COMP
 HZ0397  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 HZ0397
 HZ0397  HORZ ORDER  -  SECOND
 HZ0397  VERT ORDER  -  SECOND    CLASS 0
 HZ0397
 HZ0397.The horizontal coordinates were established by classical geodetic methods
 HZ0397.and adjusted by the National Geodetic Survey in December 1995..
 HZ0397
 HZ0397.The orthometric height was determined by differential leveling
 HZ0397.and adjusted by the National Geodetic Survey in June 1991..
 HZ0397
 HZ0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0397
 HZ0397.The geoid height was determined by GEOID03.
 HZ0397
 HZ0397.The dynamic height is computed by dividing the NAVD 88
 HZ0397.geopotential number by the normal gravity value computed on the
 HZ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0397.degrees latitude (g = 980.6199 gals.).
 HZ0397
 HZ0397.The modeled gravity was interpolated from observed gravity values.
 HZ0397
 HZ0397;                    North         East     Units Scale Factor Converg.
 HZ0397;SPC KY1Z     - 1,211,818.113 1,605,733.041   MT  0.99992455   +0 44 29.6
 HZ0397;SPC KY1Z     - 3,975,773.26  5,268,142.49   sFT  0.99992455   +0 44 29.6
 HZ0397;SPC KY N     -    81,703.550   474,418.925   MT  0.99997020   -0 10 54.4
 HZ0397;SPC KY N     -   268,055.73  1,556,489.42   sFT  0.99997020   -0 10 54.4
 HZ0397;UTM  16      - 4,234,826.214   715,111.696   MT  1.00016992   +1 31 18.2
 HZ0397
 HZ0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0397!SPC KY1Z     -   0.99996258  x   0.99992455  =   0.99988713
 HZ0397!SPC KY N     -   0.99996258  x   0.99997020  =   0.99993278
 HZ0397!UTM  16      -   0.99996258  x   1.00016992  =   1.00013249
 HZ0397
 HZ0397|---------------------------------------------------------------------|
 HZ0397| PID    Reference Object                     Distance      Geod. Az  |
 HZ0397|                                                           dddmmss.s |
 HZ0397| HZ0398 I75 T 88 RM 1                        12.743 METERS 00508     |
 HZ0397| HZ0396 I75 T 88 RM 2                        11.989 METERS 14043     |
 HZ0397| HZ0395 I75 T 88 AZ MK                                     1654304.2 |
 HZ0397| HZ2449 FAA MICROWAVE RELAY TOWER           APPROX. 8.1 KM 3292353.2 |
 HZ0397|---------------------------------------------------------------------|
 HZ0397
 HZ0397                          SUPERSEDED SURVEY CONTROL
 HZ0397
 HZ0397  NAD 83(1986)-  38 14 08.61768(N)    084 32 31.91315(W) AD(       ) 2
 HZ0397  NAD 27      -  38 14 08.35045(N)    084 32 32.12135(W) AD(       ) 2
 HZ0397  NGVD 29 (??/??/92)  272.417  (m)          893.75   (f) ADJ UNCH    2 0
 HZ0397
 HZ0397.Superseded values are not recommended for survey control.
 HZ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0397.See file dsdata.txt to determine how the superseded data were derived.
 HZ0397
 HZ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1511234826(NAD 83)
 HZ0397_MARKER: DD = SURVEY DISK
 HZ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0397_STAMPING: I75-T88 1964
 HZ0397_MARK LOGO: KYHD  
 HZ0397_PROJECTION: FLUSH
 HZ0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0397+STABILITY: SURFACE MOTION
 HZ0397
 HZ0397  HISTORY     - Date     Condition        Report By
 HZ0397  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0397  HISTORY     - 1965     GOOD             PAS
 HZ0397  HISTORY     - 1984     GOOD             NGS
 HZ0397  HISTORY     - 19840329 GOOD             NGS
 HZ0397
 HZ0397                          STATION DESCRIPTION
 HZ0397
 HZ0397'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0397'STATION IS LOCATED ABOUT 2.0 MILES NORTHEAST OF GEORGETOWN AND ABOUT
 HZ0397'2.5 MILES SOUTHEAST OF DELAPLAIN COMMUNITY NEAR THE EAST R/S FENCE
 HZ0397'OF INTERSTATE ROUTE 75.
 HZ0397'
 HZ0397'TO REACH THE STATION FROM THE I75 AND U.S. HIGHWAY 62 INTERCHANGE,
 HZ0397'WHICH IS ABOUT 1.5 MILES NORTHEAST OF GEORGETOWN, GO NORTH ON I75 FOR
 HZ0397'0.65 MILL TO STATION ON RIGHT.
 HZ0397'
 HZ0397'STATION MARK IS APPROXIMATELY 210 FEET SOUTH OF A POWER TRANSMISSION
 HZ0397'LINE CROSSING, 90.0 FEET EAST OF THE CENTERLINE OF EAST LANE, 17.0
 HZ0397'FEET WEST OF THE EAST R/W FENCE AND 16.5 FEET WEST OF METAL WITNESS
 HZ0397'POST AND SIGN.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED 175
 HZ0397'T88 1964.
 HZ0397'
 HZ0397'REFERENCE MARK NO.1 IS NORTH OF STATION, ABOUT 106 FEET EAST OF THE
 HZ0397'CENTERLINE OF EAST LANE AND 1 FOOT WEST OF EAST R/W FENCE.  THE MARK
 HZ0397'IS MARK IS FLUSH AND THE DISK IS STAMPED I 75 T 88 NO.1 1964.
 HZ0397'
 HZ0397'REFERENCE MARK NO.2 IS SOUTHEAST OF STATION, ABOUT 105 FEET EAST OF
 HZ0397'THE CENTERLINE OF EAST LANE AND 1-1/2 FEET WEST OF EAST R/W FENCE.
 HZ0397'THE MARK IS FLUSH AND THE DISK IS STAMPED I 75 T 88 NO 2 1964.
 HZ0397'
 HZ0397'AZIMUTH MARK IS ABOUT 0.65 MILE SOUTH OF STATION, AT THE U.S. HIGHWAY
 HZ0397'62 AND INTERSTATE ROUTE 75 INTERCHANGE, AT THE WEST END OF BRIDGE
 HZ0397'OVER I75, 22 FEET NORTHWEST OF THE CENTERLINE OF U.S. 62 AT WEST END
 HZ0397'OF BRIDGE AND 3.2 FEET EAST OF THE WEST END OF NORTHWEST WINGWALL.  A
 HZ0397'KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN DRILL HOLE
 HZ0397'IN THE TOP OF WEST END OF NORTH SIDEWALK OF BRIDGE AND STAMPED AND I
 HZ0397'75 T 88 1964.
 HZ0397'
 HZ0397'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 HZ0397'HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HZ0397'
 HZ0397'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS.
 HZ0397
 HZ0397                          STATION RECOVERY (1965)
 HZ0397
 HZ0397'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0397'2 MI NE FROM GEORGETOWN.
 HZ0397'ABOUT 0.65 MILE NORTHEAST ALONG INTERSTATE ROUTE 75 FROM THE
 HZ0397'I-75 AND U.S. HIGHWAY 62 INTERCHANGE, WHICH IS ABOUT 1.5 MILES
 HZ0397'NORTHEAST OF GEORGETOWN, APPROXIMATELY 210 FEET SOUTH OF A
 HZ0397'POWER TRANSMISSION LINE CROSSING, 90.0 FEET EAST OF THE CENTERLINE
 HZ0397'OF EAST LANE, 17.0 FEET WEST OF THE EAST R/W FENCE AND 16.5
 HZ0397'FEET WEST OF A METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HZ0397'OF HIGHWAYS SURVEY DISK SET IN TOP OF CONCRETE PROJECTING
 HZ0397'1 INCH AND STAMPED I75-T88 1964.
 HZ0397
 HZ0397                          STATION RECOVERY (1984)
 HZ0397
 HZ0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HZ0397'RECOVERED IN GOOD CONDITION.
 HZ0397
 HZ0397                          STATION RECOVERY (1984)
 HZ0397
 HZ0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HZ0397'THE STATION MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HZ0397'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL
 HZ0397'MARKS CHECKED PREVIOUS DATA WITH THE EXCEPTION OF THE DISTANCE TO RM 1
 HZ0397'WHICH WAS 0.012 METER (0.039 FT) LESS THAN INDICATED IN 1964.  THE
 HZ0397'AZIMUTH MARK WAS POSITIONED BY TRAVERSE AT THIS TIME.  ALSO I75 T89 2
 HZ0397'WAS ESTABLISHED BY TRAVERSE.  FOR ADDITIONAL INFORMATION SEE THE
 HZ0397'HORIZONTAL DESCRIPTION OF THESE STATIONS.  FOLLOWING IS A NEW
 HZ0397'DESCRIPTION.
 HZ0397'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) NORTH OF LEXINGTON 3.2
 HZ0397'KM (2.00 MI) NORTHEAST OF GEORGETOWN 1.3 KM (0.80 MI) NORTH OF THE
 HZ0397'JUNCTION OF INTERSTATE 75 AND U S HIGHWAY 62 AND NEAR THE EAST RIGHT
 HZ0397'OF WAY OF I 75.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 HZ0397'75 AND U S HIGHWAY 62 WHICH IS ABOUT 2.4 KM (1.50 MI) NORTHEAST OF
 HZ0397'GEORGETOWN GO NORTH ON I-75 FOR 1.3 KM (0.80 MI) TO THE STATION ON THE
 HZ0397'RIGHT.
 HZ0397'THE STATION IS A STANDARD KYHD DISK STAMPED--I 75 T-88 1964--, SET
 HZ0397'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES (25 CM) IN
 HZ0397'DIAMETER FLUSH WITH GROUND.  THE STATION IS LOCATED 64.0 METERS (210.0
 HZ0397'FT) SOUTH FROM A POWER TRANSMISSION LINE 27.4 METERS (89.9 FT) EAST
 HZ0397'FROM THE CENERLINE OF THE NORTHBOUND LANES OF I 75 5.0 METERS (16.4
 HZ0397'FT) WEST FROM THE EAST RIGHT OF WAY FENCE 5.0 METERS (16.4 FT) SOUTH
 HZ0397'FROM A 0.30 METER (0.98 FT) OAK TREE. REFERENCE MARK NO 1 IS A
 HZ0397'STANDARD KYHD DISK STAMPED--I 75 T 88 NO 1 1964--, SET IN THE TOP OF A
 HZ0397'SQUARE CONCRETE MONUMENT 10 INCHES (25 CM) IN DIAMETER FLUSH WITH THE
 HZ0397'GROUND.  THE STATION IS LOCATED 32.3 METERS (106.0 FT) EAST FROM THE
 HZ0397'CENTERLINE OF THE NORTHBOUND LANES 0.50 METERS (1.64 FT) WEST FROM THE
 HZ0397'EAST RIGHT OF WAY FENCE. REFERENCE MARK NO 2 IS A STANDARD KYHD DISK
 HZ0397'STAMPED--I 75 T 88 NO 2 1964--, SET IN THE TOP OF A SQUARE CONCRETE
 HZ0397'MONUMENT 10 INCHES (25 CM) IN DIAMETER FLUSH WITH THE GROUND.  THE
 HZ0397'STATION IS LOCATED 32.0 METERS (105.0 FT) EAST FROM THE CENTERLINE OF
 HZ0397'THE NORTHBOUND LANES 0.55 METER (1.80 FT) WEST FROM THE EAST RIGHT OF
 HZ0397'WAY FENCE AND A WITNESS SIGN AND 0.1 METER (0.3 FT) LOWER THAN THE
 HZ0397'STATION. AZIMUTH MARK NO 1 IS A STANDARD, KYHD DISK STAMPED---I-75
 HZ0397'T-88 1964---, SET FLUSH IN A DRILL HOLE IN THE WEST END OF THE U S
 HZ0397'HIGHWAY 62 BRIDGE OVER INTERSTATE 75.  THE STATION IS LOCATED 1.0
 HZ0397'METERS (3.3 FT) EAST FROM THE WEST END OF THE NORTHWEST WINGWWALL.  TO
 HZ0397'REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 1.3 KM (0.80 MI) ON
 HZ0397'INTERSTATE 75 TO THE EXIT AT U S HIGHWAY 62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0395 ***********************************************************************
 HZ0395  DESIGNATION -  I75 T 88 AZ MK
 HZ0395  PID         -  HZ0395
 HZ0395  STATE/COUNTY-  KY/SCOTT
 HZ0395  USGS QUAD   -  GEORGETOWN (1993)
 HZ0395
 HZ0395                         *CURRENT SURVEY CONTROL
 HZ0395  ___________________________________________________________________
 HZ0395* NAD 83(1986)-  38 13 29.     (N)    084 32 21.     (W)     SCALED    
 HZ0395* NAVD 88     -       261.280  (meters)     857.22   (feet)  ADJUSTED  
 HZ0395  ___________________________________________________________________
 HZ0395  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HZ0395  DYNAMIC HT  -         261.091 (meters)     856.60  (feet)  COMP
 HZ0395  MODELED GRAV-     979,897.9   (mgal)                       NAVD 88
 HZ0395
 HZ0395  VERT ORDER  -  SECOND    CLASS 0
 HZ0395
 HZ0395.The horizontal coordinates were scaled from a topographic map and have
 HZ0395.an estimated accuracy of +/- 6 seconds.
 HZ0395
 HZ0395.The orthometric height was determined by differential leveling
 HZ0395.and adjusted by the National Geodetic Survey in June 1991..
 HZ0395
 HZ0395.The geoid height was determined by GEOID03.
 HZ0395
 HZ0395.The dynamic height is computed by dividing the NAVD 88
 HZ0395.geopotential number by the normal gravity value computed on the
 HZ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0395.degrees latitude (g = 980.6199 gals.).
 HZ0395
 HZ0395.The modeled gravity was interpolated from observed gravity values.
 HZ0395
 HZ0395;                    North         East    Units  Estimated Accuracy
 HZ0395;SPC KY1Z     - 1,210,600.    1,606,010.      MT  (+/- 180 meters Scaled)
 HZ0395
 HZ0395                          SUPERSEDED SURVEY CONTROL
 HZ0395
 HZ0395  NGVD 29 (??/??/92)  261.455  (m)          857.79   (f) ADJ UNCH    2 0
 HZ0395
 HZ0395.Superseded values are not recommended for survey control.
 HZ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0395.See file dsdata.txt to determine how the superseded data were derived.
 HZ0395
 HZ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH154336(NAD 83)
 HZ0395_MARKER: DZ = AZIMUTH MARK DISK
 HZ0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0395_SP_SET: SIDEWALK
 HZ0395_STAMPING: I75-T88 1964
 HZ0395_MARK LOGO: CGS   
 HZ0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0395
 HZ0395  HISTORY     - Date     Condition        Report By
 HZ0395  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0395  HISTORY     - 1965     GOOD             PAS
 HZ0395  HISTORY     - 19840330 GOOD             NGS
 HZ0395
 HZ0395                          STATION DESCRIPTION
 HZ0395
 HZ0395'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0395'1.5 MI NE FROM GEORGETOWN.
 HZ0395'ABOUT 1.5 MILES NORTHEAST OF GEORGETOWN ALONG INTERSTATE
 HZ0395'ROUTE 75 AT THE U.S. HIGHWY 62 INTERCHANGE AT WEST END OF BRIDGE
 HZ0395'OVER I-75, 22.0 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 HZ0395'62 AT THE WEST END OF BRIDGE AND 3.2 FEET EAST OF THE WEST END
 HZ0395'OF NORTHWEST WINGWALL.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0395'AZIMUTH MARK DISK SET IN DRILL HOLE IN THE TOP OF WEST END OF
 HZ0395'NORTH SIDEWALK OF BRIDGE AND STAMPED I75-T88 1964.
 HZ0395
 HZ0395                          STATION RECOVERY (1984)
 HZ0395
 HZ0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HZ0395'THIS STATION WAS POSITIONED BY TRAVERSE FROM I75 T88 AT THIS TIME. THE
 HZ0395'STATION IS ABOUT 23 KM (14.30 MI) NORTH OF LEXINGTON 2.4 KM (1.50 MI)
 HZ0395'NORTHEAST OF GEORGETOWN AND IN THE WEST END OF THE U S HIGHWAY 62
 HZ0395'BRIDGE OVER INTERSTATE 75.  TO REACH THE STATION FROM THE POST OFFICE
 HZ0395'IN GEORGETOWN GO 2.4 KM (1.50 MI) WEST ALONG U S HIGHWAY 62 TO THE
 HZ0395'JUNCTION WITH I-75 AND THE STATION.  THE STATION IS A STANDARD KYHD
 HZ0395'DISK STAMPED--I-75 T-88 1964--, SET FLUSH IN A DRILL HOLE IN A
 HZ0395'CONCRETE BRIDGE ABUTMENT.  THE STATION IS LOCATED 1.0 METERS (3.3 FT)
 HZ0395'EAST FROM THE WEST END OF THE NORTHWEST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0398 ***********************************************************************
 HZ0398  DESIGNATION -  I75 T 88 RM 1
 HZ0398  PID         -  HZ0398
 HZ0398  STATE/COUNTY-  KY/SCOTT
 HZ0398  USGS QUAD   -  GEORGETOWN (1993)
 HZ0398
 HZ0398                         *CURRENT SURVEY CONTROL
 HZ0398  ___________________________________________________________________
 HZ0398* NAD 83(1986)-  38 14 07.     (N)    084 32 32.     (W)     SCALED    
 HZ0398* NAVD 88     -       272.284  (meters)     893.32   (feet)  ADJUSTED  
 HZ0398  ___________________________________________________________________
 HZ0398  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HZ0398  DYNAMIC HT  -         272.087 (meters)     892.67  (feet)  COMP
 HZ0398  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 HZ0398
 HZ0398  VERT ORDER  -  SECOND    CLASS 0
 HZ0398
 HZ0398.The horizontal coordinates were scaled from a topographic map and have
 HZ0398.an estimated accuracy of +/- 6 seconds.
 HZ0398
 HZ0398.The orthometric height was determined by differential leveling
 HZ0398.and adjusted by the National Geodetic Survey in June 1991..
 HZ0398
 HZ0398.The geoid height was determined by GEOID03.
 HZ0398
 HZ0398.The dynamic height is computed by dividing the NAVD 88
 HZ0398.geopotential number by the normal gravity value computed on the
 HZ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0398.degrees latitude (g = 980.6199 gals.).
 HZ0398
 HZ0398.The modeled gravity was interpolated from observed gravity values.
 HZ0398
 HZ0398;                    North         East    Units  Estimated Accuracy
 HZ0398;SPC KY1Z     - 1,211,770.    1,605,730.      MT  (+/- 180 meters Scaled)
 HZ0398
 HZ0398                          SUPERSEDED SURVEY CONTROL
 HZ0398
 HZ0398  NGVD 29 (??/??/92)  272.461  (m)          893.90   (f) ADJ UNCH    2 0
 HZ0398
 HZ0398.Superseded values are not recommended for survey control.
 HZ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0398.See file dsdata.txt to determine how the superseded data were derived.
 HZ0398
 HZ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH151347(NAD 83)
 HZ0398_MARKER: DR = REFERENCE MARK DISK
 HZ0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0398_STAMPING: I75-T88 RM 1 1964
 HZ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0398+STABILITY: SURFACE MOTION
 HZ0398
 HZ0398  HISTORY     - Date     Condition        Report By
 HZ0398  HISTORY     - 1964     MONUMENTED       CGS
 HZ0398  HISTORY     - 1965     GOOD             NGS
 HZ0398  HISTORY     - 1984     GOOD             NGS
 HZ0398
 HZ0398                          STATION DESCRIPTION
 HZ0398
 HZ0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HZ0398'2 MI NE FROM GEORGETOWN.
 HZ0398'ABOUT 0.65 MILE NORTHEAST ALONG INTERSTATE ROUTE 75 FROM THE
 HZ0398'I-75 AND U.S. HIGHWAY 62 INTERCHANGE, WHICH IS ABOUT 1.5 MILES
 HZ0398'NORTHEAST OF GEORGETOWN, ABOUT 106 FEET EAST OF THE CENTERLINE
 HZ0398'OF EAST LANE AND 1.0 FOOT WEST OF EAST R/W FENCE.  A KENTUCKY
 HZ0398'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE
 HZ0398'FLUSH WITH GROUND AND STAMPED I75-T88 R.M. 1 1964.
 HZ0398
 HZ0398                          STATION RECOVERY (1984)
 HZ0398
 HZ0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HZ0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0396 ***********************************************************************
 HZ0396  DESIGNATION -  I75 T 88 RM 2
 HZ0396  PID         -  HZ0396
 HZ0396  STATE/COUNTY-  KY/SCOTT
 HZ0396  USGS QUAD   -  GEORGETOWN (1993)
 HZ0396
 HZ0396                         *CURRENT SURVEY CONTROL
 HZ0396  ___________________________________________________________________
 HZ0396* NAD 83(1993)-  38 14 08.31006(N)    084 32 31.59156(W)     ADJUSTED  
 HZ0396* NAVD 88     -       272.130  (meters)     892.81   (feet)  ADJUSTED  
 HZ0396  ___________________________________________________________________
 HZ0396  X           -     477,137.498 (meters)                     COMP
 HZ0396  Y           -  -4,993,728.222 (meters)                     COMP
 HZ0396  Z           -   3,926,169.489 (meters)                     COMP
 HZ0396  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 HZ0396  ELLIP HEIGHT-         238.40  (meters)          (01/09/97) GPS OBS
 HZ0396  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HZ0396  DYNAMIC HT  -         271.933 (meters)     892.17  (feet)  COMP
 HZ0396  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 HZ0396
 HZ0396  HORZ ORDER  -  FIRST
 HZ0396  VERT ORDER  -  SECOND    CLASS 0
 HZ0396  ELLP ORDER  -  THIRD     CLASS I
 HZ0396
 HZ0396.The horizontal coordinates were established by GPS observations
 HZ0396.and adjusted by the National Geodetic Survey in January 1997..
 HZ0396
 HZ0396.The orthometric height was determined by differential leveling
 HZ0396.and adjusted by the National Geodetic Survey in June 1991..
 HZ0396
 HZ0396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ0396
 HZ0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0396
 HZ0396.The ellipsoidal height was determined by GPS observations
 HZ0396.and is referenced to NAD 83.
 HZ0396
 HZ0396.The geoid height was determined by GEOID03.
 HZ0396
 HZ0396.The dynamic height is computed by dividing the NAVD 88
 HZ0396.geopotential number by the normal gravity value computed on the
 HZ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0396.degrees latitude (g = 980.6199 gals.).
 HZ0396
 HZ0396.The modeled gravity was interpolated from observed gravity values.
 HZ0396
 HZ0396;                    North         East     Units Scale Factor Converg.
 HZ0396;SPC KY1Z     - 1,211,808.934 1,605,740.752   MT  0.99992454   +0 44 29.8
 HZ0396;SPC KY1Z     - 3,975,743.14  5,268,167.78   sFT  0.99992454   +0 44 29.8
 HZ0396;SPC KY N     -    81,694.247   474,426.487   MT  0.99997021   -0 10 54.2
 HZ0396;SPC KY N     -   268,025.21  1,556,514.23   sFT  0.99997021   -0 10 54.2
 HZ0396;UTM  16      - 4,234,817.139   715,119.533   MT  1.00016996   +1 31 18.4
 HZ0396
 HZ0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0396!SPC KY1Z     -   0.99996259  x   0.99992454  =   0.99988714
 HZ0396!SPC KY N     -   0.99996259  x   0.99997021  =   0.99993281
 HZ0396!UTM  16      -   0.99996259  x   1.00016996  =   1.00013255
 HZ0396
 HZ0396                          SUPERSEDED SURVEY CONTROL
 HZ0396
 HZ0396  NAVD 88 (01/09/97)  272.13   (m)          892.8    (f) LEVELING    3  
 HZ0396  NGVD 29 (??/??/92)  272.306  (m)          893.39   (f) ADJ UNCH    2 0
 HZ0396
 HZ0396.Superseded values are not recommended for survey control.
 HZ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0396.See file dsdata.txt to determine how the superseded data were derived.
 HZ0396
 HZ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1512034817(NAD 83)
 HZ0396_MARKER: DD = SURVEY DISK
 HZ0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0396_STAMPING: I75-T88 RM 2 1964
 HZ0396_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0396+STABILITY: SURFACE MOTION
 HZ0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0396+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1995
 HZ0396
 HZ0396  HISTORY     - Date     Condition        Report By
 HZ0396  HISTORY     - 1964     MONUMENTED       PAS
 HZ0396  HISTORY     - 1965     GOOD             PAS
 HZ0396  HISTORY     - 1984     GOOD             NGS
 HZ0396  HISTORY     - 19951014 GOOD             LOWE
 HZ0396
 HZ0396                          STATION DESCRIPTION
 HZ0396
 HZ0396'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0396'2 MI NE FROM GEORGETOWN.
 HZ0396'ABOUT 0.65 MILE NORTHEAST ALONG INTERSTATE ROUTE 75 FROM THE
 HZ0396'I-75 AND U.S. HIGHWAY 62 INTERCHANGE, WHICH IS ABOUT 1.5 MILES
 HZ0396'NORTHEAST OF GEORGETOWN, ABOUT 105 FEET EAST OF THE CENTERLINE
 HZ0396'OF EAST LANE AND 1.5 FEET WEST OF EAST R/W FENCE.  A KENTUCKY
 HZ0396'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE
 HZ0396'FLUSH WITH GROUND AND STMAPED I75-T88 R.M. 2 1964.
 HZ0396
 HZ0396                          STATION RECOVERY (1984)
 HZ0396
 HZ0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HZ0396'RECOVERED IN GOOD CONDITION.
 HZ0396
 HZ0396                          STATION RECOVERY (1995)
 HZ0396
 HZ0396'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HZ0396'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0402 ***********************************************************************
 HZ0402  DESIGNATION -  I75 T 89
 HZ0402  PID         -  HZ0402
 HZ0402  STATE/COUNTY-  KY/SCOTT
 HZ0402  USGS QUAD   -  DELAPLAIN (1993)
 HZ0402
 HZ0402                         *CURRENT SURVEY CONTROL
 HZ0402  ___________________________________________________________________
 HZ0402* NAD 83(1993)-  38 15 54.15617(N)    084 33 12.83198(W)     ADJUSTED  
 HZ0402* NAVD 88     -       272.332  (meters)     893.48   (feet)  ADJUSTED  
 HZ0402  ___________________________________________________________________
 HZ0402  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 HZ0402  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ0402  DYNAMIC HT  -         272.136 (meters)     892.83  (feet)  COMP
 HZ0402  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 HZ0402
 HZ0402  HORZ ORDER  -  SECOND
 HZ0402  VERT ORDER  -  SECOND    CLASS 0
 HZ0402
 HZ0402.The horizontal coordinates were established by classical geodetic methods
 HZ0402.and adjusted by the National Geodetic Survey in December 1995..
 HZ0402
 HZ0402.The orthometric height was determined by differential leveling
 HZ0402.and adjusted by the National Geodetic Survey in June 1991..
 HZ0402
 HZ0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0402
 HZ0402.The geoid height was determined by GEOID03.
 HZ0402
 HZ0402.The dynamic height is computed by dividing the NAVD 88
 HZ0402.geopotential number by the normal gravity value computed on the
 HZ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0402.degrees latitude (g = 980.6199 gals.).
 HZ0402
 HZ0402.The modeled gravity was interpolated from observed gravity values.
 HZ0402
 HZ0402;                    North         East     Units Scale Factor Converg.
 HZ0402;SPC KY1Z     - 1,215,059.131 1,604,696.122   MT  0.99992789   +0 44 04.4
 HZ0402;SPC KY1Z     - 3,986,406.50  5,264,740.53   sFT  0.99992789   +0 44 04.4
 HZ0402;SPC KY N     -    84,960.996   473,434.326   MT  0.99996828   -0 11 19.8
 HZ0402;SPC KY N     -   278,742.87  1,553,259.12   sFT  0.99996828   -0 11 19.8
 HZ0402;UTM  16      - 4,238,053.581   714,030.457   MT  1.00016420   +1 30 56.3
 HZ0402
 HZ0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0402!SPC KY1Z     -   0.99996257  x   0.99992789  =   0.99989046
 HZ0402!SPC KY N     -   0.99996257  x   0.99996828  =   0.99993085
 HZ0402!UTM  16      -   0.99996257  x   1.00016420  =   1.00012676
 HZ0402
 HZ0402|---------------------------------------------------------------------|
 HZ0402| PID    Reference Object                     Distance      Geod. Az  |
 HZ0402|                                                           dddmmss.s |
 HZ0402| HZ0400 I75 T 89 RM 1                        13.771 METERS 07418     |
 HZ0402| HZ0401 I75 T 89 RM 2                        18.729 METERS 16631     |
 HZ0402| HZ2458 GEORGETOWN MUNICIPAL TANK           APPROX. 6.1 KM 1822810.3 |
 HZ0402| HZ0403 I75 T 89 AZ MK                      APPROX. 1.3 KM 3423732.4 |
 HZ0402|---------------------------------------------------------------------|
 HZ0402
 HZ0402                          SUPERSEDED SURVEY CONTROL
 HZ0402
 HZ0402  NAD 83(1986)-  38 15 54.16283(N)    084 33 12.84129(W) AD(       ) 2
 HZ0402  NAD 27      -  38 15 53.89811(N)    084 33 13.05072(W) AD(       ) 2
 HZ0402  NGVD 29 (??/??/92)  272.513  (m)          894.07   (f) ADJ UNCH    2 0
 HZ0402
 HZ0402.Superseded values are not recommended for survey control.
 HZ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0402.See file dsdata.txt to determine how the superseded data were derived.
 HZ0402
 HZ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1403038054(NAD 83)
 HZ0402_MARKER: DB = BENCH MARK DISK
 HZ0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0402_SP_SET: BRIDGE
 HZ0402_STAMPING: I75 T89 1964
 HZ0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0402
 HZ0402  HISTORY     - Date     Condition        Report By
 HZ0402  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0402  HISTORY     - 1965     GOOD             PAS
 HZ0402
 HZ0402                          STATION DESCRIPTION
 HZ0402
 HZ0402'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0402'STATION IS LOCATED ABOUT 4 MILES NORTH OF GEORGETOWN ON INTERSTATE
 HZ0402'ROUTE 75.
 HZ0402'
 HZ0402'TO REACH THE STATION FROM THE I75 AND U.S. HIGHWAY 62 INTERCHANGE,
 HZ0402'WHICH IS ABOUT 1.5 MILES NORTHEAST OF GEORGETOWN, GO NORTH ON I75 FOR
 HZ0402'2.9 MILES TO STATION AT NORTH END OF WEST OVERPASS.
 HZ0402'
 HZ0402'STATION MARK IS 20.5 FEET EAST OF THE CENTERLINE OF WEST LANE, 8.0
 HZ0402'FEET NORTH OF THE SOUTH END OF METAL GUARD RAIL, AND 7.0 FEET SOUTH
 HZ0402'OF THE NORTHEAST END OF WINGWALL.  THE MARK IS SET IN DRILL HOLE IN
 HZ0402'THE TOP OF EAST SIDEWALK OF WEST BRIDGE AND STAMPED I75 T89 1964.
 HZ0402'
 HZ0402'RM NO.1 IS EAST OF STATION, 44 FEET SOUTH OF THE NORTH END OF WEST
 HZ0402'CONCRETE GUARD RAIL OF THE EAST BRIDGE AND 3.3 FEET WEST OF THE EAST
 HZ0402'FACE OF WEST SIDEWALK.  THE DISK IS SET IN DRILL HOLE IN THE TOP OF
 HZ0402'THE WEST CONCRETE GUARD RAIL OF EAST BRIDGE AND STAMPED I 75 T 89
 HZ0402'NO.1 1964.
 HZ0402'
 HZ0402'RM NO.2 IS SOUTH OF STATION, 39 FEET SOUTH OF THE NORTH END OF EAST
 HZ0402'CONCRETE GUARD RAIL OF WEST BRIDGE AND 2.5 FEET EAST OF THE WEST
 HZ0402'FACE OF EAST SIDEWALK OF WEST BRIDGE.  THE DISK IS SET IN DRILL HOLE
 HZ0402'IN THE TOP OF THE EAST SIDEWALK OF BRIDGE AND STAMPED I75 T 89 NO.2
 HZ0402'1964.
 HZ0402'
 HZ0402'TO REACH AZIMUTH MARK FROM STATION, CONTINUE AHEAD ON I75 FOR 0.8
 HZ0402'MILE TO DELAPLAIN ROAD EXIT AND MARK AT WEST END OF OVERPASS.
 HZ0402'
 HZ0402'AZIMUTH MARK IS ABOUT 0.8 MILE NORTH NORTHWEST OF STATION, AT THE
 HZ0402'DELAPLAIN ROAD EXIT, AT THE WEST END OF OVERPASS, 19.5 FEET SOUTH OF
 HZ0402'THE CENTERLINE OF DELAPLAIN ROAD AT WEST END OF BRIDGE AND 3 FEET
 HZ0402'SOUTHEAST OF THE EAST END OF METAL GUARD RAIL.  THE DISK IS SET IN
 HZ0402'DRILL HOLE IN THE TOP OF THE WEST END OF SOUTH SIDEWALK OF BRIDGE AND
 HZ0402'STAMPED I 75 T 89 1964.
 HZ0402'
 HZ0402'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0402'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET AS DESCRIBED.
 HZ0402'
 HZ0402'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 HZ0402
 HZ0402                          STATION RECOVERY (1965)
 HZ0402
 HZ0402'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0402'4 MI N FROM GEORGETOWN.
 HZ0402'ABOUT 2.9 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0402'AND U.S. HIGHWAY 62 INTERCHANGE, WHICH IS ABOUT 1.5 MILES
 HZ0402'NORTHEAST OF GEORGETOWN, AT THE NORTH END OF WEST OVERPASS, 20.5
 HZ0402'FEET EAST OF THE CENTERLINE OF WEST LANE, 8.0 FEET NORTH OF THE
 HZ0402'SOUTH END OF METAL GUARD RAIL AND 7.0 FEET SOUTH OF THE NORTHEAST
 HZ0402'END OF WINGWALL.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK
 HZ0402'SET IN DRILL HOLE IN THE TOP OF EAST SIDEWALK OF WEST BRIDGE AND
 HZ0402'STAMPED I75-T89 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2574 ***********************************************************************
 HZ2574  DESIGNATION -  I75 T 89 2
 HZ2574  PID         -  HZ2574
 HZ2574  STATE/COUNTY-  KY/SCOTT
 HZ2574  USGS QUAD   -  DELAPLAIN (1993)
 HZ2574
 HZ2574                         *CURRENT SURVEY CONTROL
 HZ2574  ___________________________________________________________________
 HZ2574* NAD 83(1986)-  38 15 53.     (N)    084 33 13.     (W)     SCALED    
 HZ2574* NAVD 88     -       271.50   (meters)     890.7    (feet)  RESET     
 HZ2574  ___________________________________________________________________
 HZ2574  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ2574
 HZ2574  VERT ORDER  -  THIRD
 HZ2574
 HZ2574.The horizontal coordinates were scaled from a topographic map and have
 HZ2574.an estimated accuracy of +/- 6 seconds.
 HZ2574
 HZ2574.The orthometric height was computed from unverified reset data.
 HZ2574.No vertical observational check was made to the station.
 HZ2574
 HZ2574.The geoid height was determined by GEOID03.
 HZ2574
 HZ2574;                    North         East    Units  Estimated Accuracy
 HZ2574;SPC KY1Z     - 1,215,020.    1,604,690.      MT  (+/- 180 meters Scaled)
 HZ2574
 HZ2574                          SUPERSEDED SURVEY CONTROL
 HZ2574
 HZ2574  NGVD 29 (10/08/05)  271.68   (m)          891.3    (f) RESET       3  
 HZ2574
 HZ2574.Superseded values are not recommended for survey control.
 HZ2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2574.See file dsdata.txt to determine how the superseded data were derived.
 HZ2574
 HZ2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH140380(NAD 83)
 HZ2574_MARKER: DS = TRIANGULATION STATION DISK
 HZ2574_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HZ2574_SP_SET: BRIDGE ABUTMENT
 HZ2574_STAMPING: I 75 T 89 2 1983
 HZ2574_MARK LOGO: NGS   
 HZ2574_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2574
 HZ2574  HISTORY     - Date     Condition        Report By
 HZ2574  HISTORY     - 1983     MONUMENTED       NGS
 HZ2574  HISTORY     - 19840330 GOOD             NGS
 HZ2574
 HZ2574                          STATION DESCRIPTION
 HZ2574
 HZ2574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HZ2574'6.4 KM (4.00 MI) NORTH FROM GEORGETOWN.
 HZ2574'4.6 KM (2.85 MI) NORTH ALONG INTERSTATE 75 FROM THE I-75 AND US
 HZ2574'HIGHWAY 62 INTERCHANGE WHICH IS ABOUT 2.4 KM (1.50 MI) NORTHEAST OF
 HZ2574'GEORGETOWN, IN THE SOUTH CONCRETE ABUTMENT OF THE WEST BRIDGE OVER
 HZ2574'THE SOUTHERN RAILWAY, 6.5 M (21.3 FT) NORTH OF THE SOUTH END OF THE
 HZ2574'WEST BARRIER WALL, 1.0 M (3.3 FT) EAST OF THE BASE OF THE WEST
 HZ2574'BARRIER WALL AND 0.34 M (1.1 FT) SOUTHEAST OF THE CENTER OF THE
 HZ2574'EXPANSION JOINT.
 HZ2574'THE MARK IS 0.05 M BELOW THE ASPHALT.
 HZ2574
 HZ2574                          STATION RECOVERY (1984)
 HZ2574
 HZ2574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HZ2574'THIS STATION REPLACES STATION I75 T89 WHICH WAS DESTROYED BY BRIDGE
 HZ2574'CONSTRUCTION IN 1983.THE STATION IS LOCATED ABOUT 27 KM (16.75 MI)
 HZ2574'NORTH OF LEXINGTON 6.4 KM (3.95 MI) NORTHEAST OF GEORGETOWN AND IN THE
 HZ2574'SOUTH END OF THE WEST INTERSTATE 75 BRIDGE OVER THE SOUTHERN RAILWAY.
 HZ2574'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND U S
 HZ2574'HIGHWAY 62 WHICH IS ABOUT 2.4 KM (1.50 MI) NORTHEAST OF GEORGETOWN GO
 HZ2574'4.6 KM (2.85 MI) NORTH ALONG I-75 TO THE STTAION ON THE LEFT.
 HZ2574'THE STATION IS A STANDARD NGS DISK STAMPED, I-75 T-89 2 1983--, SET
 HZ2574'FLUSH IN A DRILL HOLE IN THE SOUTH CONCRETE HEADWALL OF THE SOUTHBOUND
 HZ2574'BRIDGE AND RECESSED 0.05 METERS (0.16 FT) BELOW THE BLACKTOP.  THE
 HZ2574'STATION IS LOCATED 1.0 METERS (3.3 FT) EAST FROM THE BASE OF THE WEST
 HZ2574'BARRIER WALL 6.5 METERS (21.3 FT) NORTH FROM THE SOUTH END OF THE WEST
 HZ2574'BARRIER WALL 0.34 METERS (1.12 FT) SOUTHEAST FROM THE CENTER OF THE
 HZ2574'ARMORED EDGE EXPANSION JOINT.
 HZ2574'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--I 75 T 89 2 NO 3
 HZ2574'1983 --, SET FLUSH IN A DRILL HOLE IN THE TOP OF THE WEST CONCRETE
 HZ2574'BARRIER WALL OF THE SOUTHBOUND BRIDGE OVER THE SOUTHERN RAILWAY. THE
 HZ2574'STATION IS LOCATED 4.9 METERS (16.1 FT) NORTH NORTHEAST FROM THE SOUTH
 HZ2574'END OF THE EAST CONCRETE BARRIER WALL AND 1.1 METERS (3.6 FT) HIGHER
 HZ2574'THAN THE STATION.
 HZ2574'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--I 75 T 89 2 NO 4
 HZ2574'1983--, SET FLUSH IN A DRILL HOLE IN THE TOP OF THE EAST CONCRETE
 HZ2574'BARRIER WALL OF THE SOUTHBOUND BRIDGE OVER SOUTHERN RAILROAD.  THE
 HZ2574'STATION IS LOCATED 21.95 METERS (72.01 FT) NORTH NORTHWEST FROM THE
 HZ2574'SOUTH END OF THE WEST CONCRETE BARRIER WALL AND 1.1 METERS (3.6 FT)
 HZ2574'HIGHER THAN THE STATION. AZIMUTH MARK NO 1 IS A STANDARD KYHD DISK
 HZ2574'STAMPED--I 75 T 89 1964 --, SET FLUSH IN A DRILL HOLE IN A CONCETE
 HZ2574'WALKWAY. THE STATION IS LOCATED 5.8 METERS (19.0 FT) SOUTH FROM THE
 HZ2574'CENTERLINE OF DELAPLAIN ROAD 1.7 METERS (5.6 FT) NORTHEAST FROM THE
 HZ2574'SOUTHEAST END OF THE BRIDGE ABUTMENT.  TO REACH THE AZIMUTH MARK FROM
 HZ2574'THE JUNCTION OF I-75 AND US HIGHWAY 62 GO 6.1 KM (3.80 MI) NORTH ALONG
 HZ2574'I-75 TO THE DELAPLAIN ROAD EXIT AND THE MARK IN THE WEST END OF THE
 HZ2574'BRIDGE OVER I-75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2575 ***********************************************************************
 HZ2575  DESIGNATION -  I75 T 89 2 RM 3
 HZ2575  PID         -  HZ2575
 HZ2575  STATE/COUNTY-  KY/SCOTT
 HZ2575  USGS QUAD   -  DELAPLAIN (1993)
 HZ2575
 HZ2575                         *CURRENT SURVEY CONTROL
 HZ2575  ___________________________________________________________________
 HZ2575* NAD 83(1986)-  38 15 53.     (N)    084 33 13.     (W)     SCALED    
 HZ2575* NAVD 88     -       272.55   (meters)     894.2    (feet)  RESET     
 HZ2575  ___________________________________________________________________
 HZ2575  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ2575
 HZ2575  VERT ORDER  -  THIRD
 HZ2575
 HZ2575.The horizontal coordinates were scaled from a topographic map and have
 HZ2575.an estimated accuracy of +/- 6 seconds.
 HZ2575
 HZ2575.The orthometric height was computed from unverified reset data.
 HZ2575.No vertical observational check was made to the station.
 HZ2575
 HZ2575.The geoid height was determined by GEOID03.
 HZ2575
 HZ2575;                    North         East    Units  Estimated Accuracy
 HZ2575;SPC KY1Z     - 1,215,020.    1,604,690.      MT  (+/- 180 meters Scaled)
 HZ2575
 HZ2575                          SUPERSEDED SURVEY CONTROL
 HZ2575
 HZ2575  NGVD 29 (10/08/05)  272.73   (m)          894.8    (f) RESET       3  
 HZ2575
 HZ2575.Superseded values are not recommended for survey control.
 HZ2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2575.See file dsdata.txt to determine how the superseded data were derived.
 HZ2575
 HZ2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH140380(NAD 83)
 HZ2575_MARKER: DR = REFERENCE MARK DISK
 HZ2575_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ2575_SP_SET: BARRIER WALL
 HZ2575_STAMPING: I 75 T 89 2 NO 3 1983
 HZ2575_MARK LOGO: NGS   
 HZ2575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2575+STABILITY: SURFACE MOTION
 HZ2575
 HZ2575  HISTORY     - Date     Condition        Report By
 HZ2575  HISTORY     - 1983     MONUMENTED       NGS
 HZ2575
 HZ2575                          STATION DESCRIPTION
 HZ2575
 HZ2575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HZ2575'6.4 KM (4.00 MI) NORTH FROM GEORGETOWN.
 HZ2575'4.6 KM (2.85 MI) NORTH ALONG INTERSTATE 75 FROM THE I 75 AND US
 HZ2575'HIGHWAY 62 JUNCTION WHICH IS ABOUT 2.4 KM (1.50 MI) NORTHEAST OF
 HZ2575'GEORGETOWN, AT THE SOUTH END OF THE WEST BRIDGE OVER THE SOUTHERN
 HZ2575'RAILWAY, 4.9 M (16.1 FT) NORTH OF THE SOUTH END OF THE EAST BARRIER
 HZ2575'WALL, IN THE TOP OF THE BARRIER WALL.
 HZ2575'THE MARK IS 1.1 M ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2576 ***********************************************************************
 HZ2576  DESIGNATION -  I75 T 89 2 RM 4
 HZ2576  PID         -  HZ2576
 HZ2576  STATE/COUNTY-  KY/SCOTT
 HZ2576  USGS QUAD   -  DELAPLAIN (1993)
 HZ2576
 HZ2576                         *CURRENT SURVEY CONTROL
 HZ2576  ___________________________________________________________________
 HZ2576* NAD 83(1986)-  38 15 53.     (N)    084 33 13.     (W)     SCALED    
 HZ2576* NAVD 88     -       272.54   (meters)     894.2    (feet)  RESET     
 HZ2576  ___________________________________________________________________
 HZ2576  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ2576
 HZ2576  VERT ORDER  -  THIRD
 HZ2576
 HZ2576.The horizontal coordinates were scaled from a topographic map and have
 HZ2576.an estimated accuracy of +/- 6 seconds.
 HZ2576
 HZ2576.The orthometric height was computed from unverified reset data.
 HZ2576.No vertical observational check was made to the station.
 HZ2576
 HZ2576.The geoid height was determined by GEOID03.
 HZ2576
 HZ2576;                    North         East    Units  Estimated Accuracy
 HZ2576;SPC KY1Z     - 1,215,020.    1,604,690.      MT  (+/- 180 meters Scaled)
 HZ2576
 HZ2576                          SUPERSEDED SURVEY CONTROL
 HZ2576
 HZ2576  NGVD 29 (10/08/05)  272.72   (m)          894.7    (f) RESET       3  
 HZ2576
 HZ2576.Superseded values are not recommended for survey control.
 HZ2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2576.See file dsdata.txt to determine how the superseded data were derived.
 HZ2576
 HZ2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH140380(NAD 83)
 HZ2576_MARKER: DR = REFERENCE MARK DISK
 HZ2576_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ2576_SP_SET: BARRIER WALL
 HZ2576_STAMPING: I 75 T 89 2 NO 4 1983
 HZ2576_MARK LOGO: NGS   
 HZ2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2576+STABILITY: SURFACE MOTION
 HZ2576
 HZ2576  HISTORY     - Date     Condition        Report By
 HZ2576  HISTORY     - 1983     MONUMENTED       NGS
 HZ2576
 HZ2576                          STATION DESCRIPTION
 HZ2576
 HZ2576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HZ2576'6.4 KM (4.00 MI) NORTH FROM GEORGETOWN.
 HZ2576'4.6 KM (2.85 MI) NORTH ALONG INTERSTATE 75 FROM THE I-75 AND US
 HZ2576'HIGHWAY 62 JUNCTION WHICH IS ABOUT 2.4 KM (1.50 MI) NORTHEAST OF
 HZ2576'GEORGETOWN, AT THE SOUTH END OF THE WEST BRIDGE OVER THE SOUTHERN
 HZ2576'RAILWAY, 21.95 M (72.0 FT) NORTH OF THE SOUTH END OF THE WEST BARRIER
 HZ2576'WALL, IN THE TOP OF THE BARRIER WALL.
 HZ2576'THE MARK IS 1.1 M ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0403 ***********************************************************************
 HZ0403  DESIGNATION -  I75 T 89 AZ MK
 HZ0403  PID         -  HZ0403
 HZ0403  STATE/COUNTY-  KY/SCOTT
 HZ0403  USGS QUAD   -  DELAPLAIN (1993)
 HZ0403
 HZ0403                         *CURRENT SURVEY CONTROL
 HZ0403  ___________________________________________________________________
 HZ0403* NAD 83(1993)-  38 16 35.40033(N)    084 33 29.20275(W)     ADJUSTED  
 HZ0403* NAVD 88     -       269.345  (meters)     883.68   (feet)  ADJUSTED  
 HZ0403  ___________________________________________________________________
 HZ0403  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 HZ0403  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HZ0403  DYNAMIC HT  -         269.152 (meters)     883.04  (feet)  COMP
 HZ0403  MODELED GRAV-     979,902.9   (mgal)                       NAVD 88
 HZ0403
 HZ0403  HORZ ORDER  -  SECOND
 HZ0403  VERT ORDER  -  SECOND    CLASS 0
 HZ0403
 HZ0403.The horizontal coordinates were established by classical geodetic methods
 HZ0403.and adjusted by the National Geodetic Survey in December 1995..
 HZ0403
 HZ0403.The orthometric height was determined by differential leveling
 HZ0403.and adjusted by the National Geodetic Survey in June 1991..
 HZ0403
 HZ0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0403
 HZ0403.The geoid height was determined by GEOID03.
 HZ0403
 HZ0403.The dynamic height is computed by dividing the NAVD 88
 HZ0403.geopotential number by the normal gravity value computed on the
 HZ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0403.degrees latitude (g = 980.6199 gals.).
 HZ0403
 HZ0403.The modeled gravity was interpolated from observed gravity values.
 HZ0403
 HZ0403;                    North         East     Units Scale Factor Converg.
 HZ0403;SPC KY1Z     - 1,216,325.557 1,604,281.972   MT  0.99992926   +0 43 54.4
 HZ0403;SPC KY1Z     - 3,990,561.43  5,263,381.77   sFT  0.99992926   +0 43 54.4
 HZ0403;SPC KY N     -    86,233.983   473,040.625   MT  0.99996759   -0 11 30.0
 HZ0403;SPC KY N     -   282,919.33  1,551,967.45   sFT  0.99996759   -0 11 30.0
 HZ0403;UTM  16      - 4,239,314.538   713,598.976   MT  1.00016192   +1 30 47.6
 HZ0403
 HZ0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0403!SPC KY1Z     -   0.99996304  x   0.99992926  =   0.99989230
 HZ0403!SPC KY N     -   0.99996304  x   0.99996759  =   0.99993063
 HZ0403!UTM  16      -   0.99996304  x   1.00016192  =   1.00012496
 HZ0403
 HZ0403:                Primary Azimuth Mark                     Grid Az
 HZ0403:SPC KY1Z     -  I75 T 89                                 161 53 27.9
 HZ0403:SPC KY N     -  I75 T 89                                 162 48 52.3
 HZ0403:UTM  16      -  I75 T 89                                 161 06 34.7
 HZ0403
 HZ0403|---------------------------------------------------------------------|
 HZ0403| PID    Reference Object                     Distance      Geod. Az  |
 HZ0403|                                                           dddmmss.s |
 HZ0403| HZ0402 I75 T 89                            APPROX. 1.3 KM 1623722.3 |
 HZ0403|---------------------------------------------------------------------|
 HZ0403
 HZ0403                          SUPERSEDED SURVEY CONTROL
 HZ0403
 HZ0403  NAD 83(1986)-  38 16 35.40673(N)    084 33 29.21193(W) AD(       ) 2
 HZ0403  NAD 27      -  38 16 35.14243(N)    084 33 29.42153(W) AD(       ) 2
 HZ0403  NGVD 29 (??/??/92)  269.526  (m)          884.27   (f) ADJ UNCH    2 0
 HZ0403
 HZ0403.Superseded values are not recommended for survey control.
 HZ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0403.See file dsdata.txt to determine how the superseded data were derived.
 HZ0403
 HZ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1359939315(NAD 83)
 HZ0403_MARKER: DZ = AZIMUTH MARK DISK
 HZ0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0403_SP_SET: BRIDGE
 HZ0403_STAMPING: I75 T89 1964
 HZ0403_MARK LOGO: KYHD  
 HZ0403_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0403
 HZ0403  HISTORY     - Date     Condition        Report By
 HZ0403  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0403  HISTORY     - 1965     GOOD             PAS
 HZ0403  HISTORY     - 19840621 GOOD             NGS
 HZ0403
 HZ0403                          STATION DESCRIPTION
 HZ0403
 HZ0403'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0403'STATION IS LOCATED ABOUT 4.25 MILES NORTH OF GEORGETOWN AT THE
 HZ0403'DELAPLAIN ROAD EXIT OF I75.
 HZ0403'
 HZ0403'TO REACH THE STATION FROM THE I75 AND U.S. HIGHWAY 62 INTERCHANGE,
 HZ0403'WHICH IS ABOUT 1.5 MILES NORTHEAST OF GEORGETOWN, GO NORTH ON I75 FOR
 HZ0403'3.7 MILES TO BRIDGE AT DELAPLAIN ROAD EXIT AND STATION AT WEST END
 HZ0403'OF BRIDGE.
 HZ0403'
 HZ0403'STATION MARK IS 19.5 FEET SOUTH OF CENTERLINE OF DELAPLAIN ROAD AT
 HZ0403'WEST END OF BRIDGE AND 3.0 FEET SOUTHEAST OF EAST END OF METAL GUARD
 HZ0403'RAIL.
 HZ0403'
 HZ0403'A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN DRILL HOLE
 HZ0403'IN THE TOP OF THE WEST END OF SOUTH SIDEWALK OF BRIDGE AND STAMPED
 HZ0403'175 T89 1964.
 HZ0403'
 HZ0403'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
 HZ0403
 HZ0403                          STATION RECOVERY (1965)
 HZ0403
 HZ0403'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0403'4.8 MI N FROM GEORGETOWN.
 HZ0403'ABOUT 3.7 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0403'AND U.S. HIGHWAY 62 INTERCHANGE, WHICH IS ABOUT 1.5 MILES NORTHEAST
 HZ0403'OF GEORGETOWN, AT THE WEST END OF DELAPLAIN ROAD OVERPASS, 19.5
 HZ0403'FEET SOUTH OF THE CENTERLINE OF DELAPLAIN ROAD AT THE WEST END
 HZ0403'OF BRIDGE AND 3.0 FEET SOUTHEAST OF THE EAST END OF METAL GUARD
 HZ0403'RAIL.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DIST SET
 HZ0403'IN DRILL HILE IN THE TOP OF THE WEST END OF SOUTH SIDEWALK OF
 HZ0403'BRIDGE AND STAMPED I75-T89 1964.
 HZ0403
 HZ0403                          STATION RECOVERY (1984)
 HZ0403
 HZ0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HZ0403'AZIMUTH MARK NO 1 IS A STANDARD KYHD DISK STAMPED--I 75 T 89 1964 --,
 HZ0403'SET FLUSH IN A DRILL HOLE IN A CONCETE WALKWAY. THE STATION IS LOCATED
 HZ0403'5.8 METERS (19.0 FT) SOUTH FROM THE CENTERLINE OF DELAPLAIN ROAD 1.7
 HZ0403'METERS (5.6 FT) NORTHEAST FROM THE SOUTHEAST END OF THE BRIDGE
 HZ0403'ABUTMENT.  TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF I-75 AND U S
 HZ0403'HIGHWAY 62 GO 6.1 KM (3.80 MI) NORTH ALONG I-75 TO THE DELAPLAIN ROAD
 HZ0403'EXIT AND THE MARK IN THE WEST END OF THE BRIDGE OVER I-75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0401 ***********************************************************************
 HZ0401  DESIGNATION -  I75 T 89 RM 2
 HZ0401  PID         -  HZ0401
 HZ0401  STATE/COUNTY-  KY/SCOTT
 HZ0401  USGS QUAD   -  DELAPLAIN (1993)
 HZ0401
 HZ0401                         *CURRENT SURVEY CONTROL
 HZ0401  ___________________________________________________________________
 HZ0401* NAD 83(1986)-  38 15 55.     (N)    084 33 14.     (W)     SCALED    
 HZ0401* NAVD 88     -       272.388  (meters)     893.66   (feet)  ADJUSTED  
 HZ0401  ___________________________________________________________________
 HZ0401  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ0401  DYNAMIC HT  -         272.192 (meters)     893.02  (feet)  COMP
 HZ0401  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 HZ0401
 HZ0401  VERT ORDER  -  SECOND    CLASS 0
 HZ0401
 HZ0401.The horizontal coordinates were scaled from a topographic map and have
 HZ0401.an estimated accuracy of +/- 6 seconds.
 HZ0401
 HZ0401.The orthometric height was determined by differential leveling
 HZ0401.and adjusted by the National Geodetic Survey in June 1991..
 HZ0401
 HZ0401.The geoid height was determined by GEOID03.
 HZ0401
 HZ0401.The dynamic height is computed by dividing the NAVD 88
 HZ0401.geopotential number by the normal gravity value computed on the
 HZ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0401.degrees latitude (g = 980.6199 gals.).
 HZ0401
 HZ0401.The modeled gravity was interpolated from observed gravity values.
 HZ0401
 HZ0401;                    North         East    Units  Estimated Accuracy
 HZ0401;SPC KY1Z     - 1,215,090.    1,604,670.      MT  (+/- 180 meters Scaled)
 HZ0401
 HZ0401                          SUPERSEDED SURVEY CONTROL
 HZ0401
 HZ0401  NGVD 29 (??/??/92)  272.569  (m)          894.25   (f) ADJ UNCH    2 0
 HZ0401
 HZ0401.Superseded values are not recommended for survey control.
 HZ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0401.See file dsdata.txt to determine how the superseded data were derived.
 HZ0401
 HZ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH140380(NAD 83)
 HZ0401_MARKER: DR = REFERENCE MARK DISK
 HZ0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0401_SP_SET: BRIDGE
 HZ0401_STAMPING: I75 T89 RM 2 1964
 HZ0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0401
 HZ0401  HISTORY     - Date     Condition        Report By
 HZ0401  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0401  HISTORY     - 1965     GOOD             PAS
 HZ0401
 HZ0401                          STATION DESCRIPTION
 HZ0401
 HZ0401'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0401'4 MI N FROM GEORGETOWN.
 HZ0401'ABOUT 2.9 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0401'AND U.S. HIGHWAY 62 INTERCHANGE, WHICH IS ABOUT 1.5 MILES NORTHEAST
 HZ0401'OF GEORGETOWN, 39.0 FEET SOUTH OF THE NORTH END OF EAST CONCRETE
 HZ0401'GUARD RAIL OF WEST BRIDGE AND 2.5 FEET EAST OF THE WEST FACE OF
 HZ0401'EAST SIDEWALK AND WEST BRDIGE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0401'REFERENCE MARK DISK SET IN DRILL HOLE IN THE TOP OF THE EAST
 HZ0401'SIDEWALK OF BRIDGE AND STAMPED I75-T89 R.M. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0405 ***********************************************************************
 HZ0405  DESIGNATION -  I75 T 90
 HZ0405  PID         -  HZ0405
 HZ0405  STATE/COUNTY-  KY/SCOTT
 HZ0405  USGS QUAD   -  DELAPLAIN (1993)
 HZ0405
 HZ0405                         *CURRENT SURVEY CONTROL
 HZ0405  ___________________________________________________________________
 HZ0405* NAD 83(1993)-  38 17 08.14844(N)    084 33 33.35922(W)     ADJUSTED  
 HZ0405* NAVD 88     -       280.702  (meters)     920.94   (feet)  ADJUSTED  
 HZ0405  ___________________________________________________________________
 HZ0405  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 HZ0405  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ0405  DYNAMIC HT  -         280.501 (meters)     920.28  (feet)  COMP
 HZ0405  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 HZ0405
 HZ0405  HORZ ORDER  -  SECOND
 HZ0405  VERT ORDER  -  SECOND    CLASS 0
 HZ0405
 HZ0405.The horizontal coordinates were established by classical geodetic methods
 HZ0405.and adjusted by the National Geodetic Survey in December 1995..
 HZ0405
 HZ0405.The orthometric height was determined by differential leveling
 HZ0405.and adjusted by the National Geodetic Survey in June 1991..
 HZ0405
 HZ0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0405
 HZ0405.The geoid height was determined by GEOID03.
 HZ0405
 HZ0405.The dynamic height is computed by dividing the NAVD 88
 HZ0405.geopotential number by the normal gravity value computed on the
 HZ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0405.degrees latitude (g = 980.6199 gals.).
 HZ0405
 HZ0405.The modeled gravity was interpolated from observed gravity values.
 HZ0405
 HZ0405;                    North         East     Units Scale Factor Converg.
 HZ0405;SPC KY1Z     - 1,217,333.865 1,604,168.078   MT  0.99993038   +0 43 51.8
 HZ0405;SPC KY1Z     - 3,993,869.52  5,263,008.10   sFT  0.99993038   +0 43 51.8
 HZ0405;SPC KY N     -    87,244.033   472,942.992   MT  0.99996708   -0 11 32.6
 HZ0405;SPC KY N     -   286,233.13  1,551,647.13   sFT  0.99996708   -0 11 32.6
 HZ0405;UTM  16      - 4,240,321.431   713,471.309   MT  1.00016125   +1 30 46.1
 HZ0405
 HZ0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0405!SPC KY1Z     -   0.99996126  x   0.99993038  =   0.99989164
 HZ0405!SPC KY N     -   0.99996126  x   0.99996708  =   0.99992834
 HZ0405!UTM  16      -   0.99996126  x   1.00016125  =   1.00012251
 HZ0405
 HZ0405:                Primary Azimuth Mark                     Grid Az
 HZ0405:SPC KY1Z     -  I75 T 90 AZ MK                           002 07 09.7
 HZ0405:SPC KY N     -  I75 T 90 AZ MK                           003 02 34.1
 HZ0405:UTM  16      -  I75 T 90 AZ MK                           001 20 15.4
 HZ0405
 HZ0405|---------------------------------------------------------------------|
 HZ0405| PID    Reference Object                     Distance      Geod. Az  |
 HZ0405|                                                           dddmmss.s |
 HZ0405| HZ0407 I75 T 90 AZ MK                                     0025101.5 |
 HZ0405| HZ0406 I75 T 90 RM 1                         8.532 METERS 09119     |
 HZ0405| HZ0403 I75 T 89 AZ MK                      APPROX. 1.0 KM 1741711.3 |
 HZ0405| HZ0404 I75 T 90 RM 2                        12.098 METERS 18011     |
 HZ0405|---------------------------------------------------------------------|
 HZ0405
 HZ0405                          SUPERSEDED SURVEY CONTROL
 HZ0405
 HZ0405  NAD 83(1986)-  38 17 08.15455(N)    084 33 33.36833(W) AD(       ) 2
 HZ0405  NAD 27      -  38 17 07.89048(N)    084 33 33.57814(W) AD(       ) 2
 HZ0405  NGVD 29 (??/??/92)  280.883  (m)          921.53   (f) ADJ UNCH    2 0
 HZ0405
 HZ0405.Superseded values are not recommended for survey control.
 HZ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0405.See file dsdata.txt to determine how the superseded data were derived.
 HZ0405
 HZ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1347140321(NAD 83)
 HZ0405_MARKER: DD = SURVEY DISK
 HZ0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0405_STAMPING: I75 T90 1964
 HZ0405_MARK LOGO: KYHD  
 HZ0405_PROJECTION: PROJECTING 2 CENTIMETERS
 HZ0405_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0405+STABILITY: SURFACE MOTION
 HZ0405
 HZ0405  HISTORY     - Date     Condition        Report By
 HZ0405  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0405  HISTORY     - 1965     GOOD             PAS
 HZ0405  HISTORY     - 1984     GOOD             NGS
 HZ0405  HISTORY     - 19840418 GOOD             NGS
 HZ0405
 HZ0405                          STATION DESCRIPTION
 HZ0405
 HZ0405'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0405'STATION IS LOCATED ABOUT 5 MILES NORTH OF GEORGETOWN AND ABOUT 1 MILE
 HZ0405'NORTHWEST OF DELAPLAIN COMMUNITY.  IT IS ON A BANK NEAR THE WEST R/W
 HZ0405'FENCE OF INTERSTATE ROUTE 75 AND ABOUT 0.6 MILE SOUTH OF A WEIGH
 HZ0405'STATION.
 HZ0405'
 HZ0405'TO REACH THE STATION FROM THE I75 AND U.S. HIGHWAY 62 INTERCHANGE,
 HZ0405'WHICH IS ABOUT 1.5 MILES NORTHEAST OF GEORGETOWN, GO NORTH ON I75 FOR
 HZ0405'4.6 MILES TO STATION ON LEFT NEAR WEST R/W FENCE.
 HZ0405'
 HZ0405'STATION MARK IS 106.0 FEET WEST OF THE CENTERLINE OF WEST LANE, 1.5
 HZ0405'FEET EAST OF THE WEST R/W FENCE, 1.3 FEET EAST OF METAL WITNESS POST
 HZ0405'AND SIGN AND ABOUT 15 FEET HIGHER THAN WEST LANE.  THE MARK
 HZ0405'PROJECTS 1 INCH AND THE DISK IS STAMPED I75 T 90 1964.
 HZ0405'
 HZ0405'RM NO.1 IS EAST OF STATION, ABOUT 78 FEET WEST OF THE CENTERLINE OF
 HZ0405'WEST LANE AND 26.5 FEET EAST OF WEST R/W FENCE.  THE MARK PROJECTS 1
 HZ0405'INCH AND THE DISK IS STAMPED I 75 T 90 NO.1 1964.
 HZ0405'
 HZ0405'RM NO.2 IS SOUTH OF STATION, ABOUT 78 FEET WEST OF THE CENTERLINE OF
 HZ0405'WEST LANE AND 1.5 FEET EAST OF WEST R/W FENCE.  THE MARK PROJECTS 1
 HZ0405'INCH AND THE DISK IS STAMPED I 75 T 90 NO.2 1964.
 HZ0405'
 HZ0405'TO REACH AZIMUTH MARK FROM STATION, CONTINUE AHEAD ON I75 FOR 1.1
 HZ0405'MILES TO MARK ON RIGHT NEAR BRIDGE.
 HZ0405'
 HZ0405'AZIMUTH MARK IS ABOUT 1.1 MILES NORTH OF STATION, IS IS APPROXIMATELY
 HZ0405'285 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE OF OVERPASS,
 HZ0405'106 FEET EAST OF THE CENTERLINE OF EAST LANE, 1.5 FEET SOUTHWEST OF
 HZ0405'METAL WITNESS POST AND SIGN AND 1 FOOT WEST OF EAST R/W FENCE.  THE
 HZ0405'MARK IS FLUSH AND THE DISK IS STAMPED I 75 T 90 1964.
 HZ0405'
 HZ0405'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY
 HZ0405'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HZ0405'
 HZ0405'HEIGHT OF LIGHT ABOVE STATION MARK 9.83 METERS.
 HZ0405
 HZ0405                          STATION RECOVERY (1965)
 HZ0405
 HZ0405'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0405'5 MI N FROM GEORGETOWN.
 HZ0405'ABOUT 5 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0405'U.S. HIGHWAY 62 INTERCHANGE, WHICH IS ABOUT 1.5 MILES NORTHEAST
 HZ0405'OF GEORGETOWN, NEAR THE WEST R/W FENCE AND 0.6 MILES SOUTH OF A
 HZ0405'WEIGHT STATION, 106.0 FEET WEST OF THE CENTERLINE OF WEST LANE,
 HZ0405'1.5 FEET EAST OF THE WEST R/W FENCE, 1.3 FEET EAST OF METAL
 HZ0405'WITNESS POST AND SIGN AND ABOUT 15 FEET HIGHER THAN THE WEST
 HZ0405'LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN THE
 HZ0405'TOP OF CONCRETE PROJECTING 1 INCH AND STAMPED I75-T90 1964.
 HZ0405
 HZ0405                          STATION RECOVERY (1984)
 HZ0405
 HZ0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HZ0405'RECOVERED IN GOOD CONDITION.
 HZ0405
 HZ0405                          STATION RECOVERY (1984)
 HZ0405
 HZ0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HZ0405'THE STATION MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HZ0405'RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO ALL MARKS CHECKED
 HZ0405'PREVIOUS DATA.  THE DISTANCE TO RM 2 CHECKED PREVIOUS DATA.  THE
 HZ0405'DISTANCE TO RM 1 DID NOT CHECK PREVIOUS DATA AND WAS 0.020 METERS
 HZ0405'(0.066 FT) LONGER.  THE AZIMUTH MARK WAS POSITIONED BY TRAVERSE AT
 HZ0405'THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 HZ0405'THE STATION IS LOCATED ABOUT 30 KM (18.65 MI) NORTH OF LEXINGTON 8 KM
 HZ0405'(4.95 MI) NORTHEAST OF GEORGETOWN 1.0 KM (0.60 MI) NORTH OF THE
 HZ0405'DELAPLAIN ROAD CROSSING OF INTERSTATE 75 1.0 KM (0.60 MI) SOUTH OF A
 HZ0405'TRUCK WEIGHT STATION AND NEAR THE WEST RIGHT OF WAY FENCE.  TO REACH
 HZ0405'THE STATION FROM THE JUNCTION OF U S HIGHWAY 62 AND INTERSTATE 75
 HZ0405'WHICH IS 2.4 KM (1.50 MI) NORTHEAST OF GEORGETOWN GO NORTH ON
 HZ0405'INTERSTATE 75 FOR 7.4 KM (4.60 MI) TO THE STATION ON THE LEFT.
 HZ0405'THE STATION IS A STANDARD KYHD DISK STAMPED--I-75 T-90 1964--, SET
 HZ0405'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES (25 CM) IN
 HZ0405'DIAMETER PROJECTING 1 INCH (2 CM) ABOVE THE GROUND.  THE STATION IS
 HZ0405'LOCATED 32 METERS (105.0 FT) WEST FROM THE CENTERLINE OF THE
 HZ0405'SOUTHBOUND LANE 0.46 METERS (1.51 FT) EAST FROM THE WEST RIGHT OF WAY
 HZ0405'FENCE 0.40 METERS (1.31 FT) NORTHEAST FROM A METAL WITNESS POST.
 HZ0405'REFERENCE MARK NO 1 IS A STANDARD KYHD DISK STAMPED--I 75 T 90 NO 1
 HZ0405'1964--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 IN. (25 CM)
 HZ0405'IN DIAMETER PROJECTING 1 INCH 2 CM) ABOVE THE GROUND.  THE STATION IS
 HZ0405'LOCATED 23.8 METERS (78.1 FT) WEST FROM THE CENTERLINE OF THE
 HZ0405'SOUTHBOUND LANES 9.0 METERS (29.5 FT) EAST FROM THE WEST RIGHT OF WAY
 HZ0405'FENCE AND 0.5 METERS (1.6 FT) LOWER THAN THE STATION. REFERENCE MARK
 HZ0405'NO 2 IS A STANDARD KYHD DISK STAMPED--I 75 T 90 NO 2 1964--, SET INTO
 HZ0405'THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES (25 CM) IN DIAMETER
 HZ0405'PROJECTING 1 INCH (2 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 32
 HZ0405'METERS (105.0 FT) WEST FROM THE CENTERLINE OF THE SOUTHBOUND LANES
 HZ0405'0.55 METERS (1.80 FT) SOUTHEAST FROM A METAL WITNESS SIGN 0.46 METERS
 HZ0405'(1.51 FT) EAST FROM THE WEST RIGHT OF WAY FENCE AND 0.2 METERS (0.7
 HZ0405'FT) LOWER THAN THE STATION. AZIMUTH MARK NO 1 IS A STANDARD KYHD DISK
 HZ0405'STAMPED ---I-75 T-90 1964---, SET INTO THE TOP OF A SQUARE CONCRETE
 HZ0405'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE
 HZ0405'STATION IS LOCATED 86.9 METERS (285.1 FT) SOUTHEAST FROM THE SOUTHEAST
 HZ0405'CORNER OF A BRIDGE, 32.3 METERS (106.0 FT) EAST FROM THE CENTERLINE OF
 HZ0405'THE NORTHBOUND LANES, 7.95 METERS (26.08 FT) WEST FROM A POWER POLE,
 HZ0405'0.45 METERS (1.48 FT) SOUTHWEST FROM A METAL WITNESS POST.  TO REACH
 HZ0405'AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON INTERSTATE 75 FOR 1.7
 HZ0405'KM (1.05 MI) TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0407 ***********************************************************************
 HZ0407  DESIGNATION -  I75 T 90 AZ MK
 HZ0407  PID         -  HZ0407
 HZ0407  STATE/COUNTY-  KY/SCOTT
 HZ0407  USGS QUAD   -  DELAPLAIN (1993)
 HZ0407
 HZ0407                         *CURRENT SURVEY CONTROL
 HZ0407  ___________________________________________________________________
 HZ0407* NAD 83(1986)-  38 17 05.     (N)    084 33 31.     (W)     SCALED    
 HZ0407* NAVD 88     -       278.890  (meters)     914.99   (feet)  ADJUSTED  
 HZ0407  ___________________________________________________________________
 HZ0407  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ0407  DYNAMIC HT  -         278.690 (meters)     914.34  (feet)  COMP
 HZ0407  MODELED GRAV-     979,905.6   (mgal)                       NAVD 88
 HZ0407
 HZ0407  VERT ORDER  -  SECOND    CLASS 0
 HZ0407
 HZ0407.The horizontal coordinates were scaled from a topographic map and have
 HZ0407.an estimated accuracy of +/- 6 seconds.
 HZ0407
 HZ0407.The orthometric height was determined by differential leveling
 HZ0407.and adjusted by the National Geodetic Survey in June 1991..
 HZ0407
 HZ0407.The geoid height was determined by GEOID03.
 HZ0407
 HZ0407.The dynamic height is computed by dividing the NAVD 88
 HZ0407.geopotential number by the normal gravity value computed on the
 HZ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0407.degrees latitude (g = 980.6199 gals.).
 HZ0407
 HZ0407.The modeled gravity was interpolated from observed gravity values.
 HZ0407
 HZ0407;                    North         East    Units  Estimated Accuracy
 HZ0407;SPC KY1Z     - 1,217,240.    1,604,230.      MT  (+/- 180 meters Scaled)
 HZ0407
 HZ0407                          SUPERSEDED SURVEY CONTROL
 HZ0407
 HZ0407  NGVD 29 (??/??/92)  279.070  (m)          915.58   (f) ADJ UNCH    2 0
 HZ0407
 HZ0407.Superseded values are not recommended for survey control.
 HZ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0407.See file dsdata.txt to determine how the superseded data were derived.
 HZ0407
 HZ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH135402(NAD 83)
 HZ0407_MARKER: DZ = AZIMUTH MARK DISK
 HZ0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0407_STAMPING: I75 T90 1964
 HZ0407_MARK LOGO: KYHD  
 HZ0407_PROJECTION: FLUSH
 HZ0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0407+STABILITY: SURFACE MOTION
 HZ0407
 HZ0407  HISTORY     - Date     Condition        Report By
 HZ0407  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0407  HISTORY     - 1965     GOOD             PAS
 HZ0407  HISTORY     - 19840418 GOOD             NGS
 HZ0407
 HZ0407                          STATION DESCRIPTION
 HZ0407
 HZ0407'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0407'6 MI N FROM GEORGETOWN.
 HZ0407'ABOUT 6 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0407'U.S. HIGHWAY 62 INTERCHANGE, WHICH IS ABOUT 1.5 MILES NORTHEAST
 HZ0407'OF GEORGETOWN, APPROXIMATELY 285 FEET SOUTHEAST OF THE SOUTHEAST
 HZ0407'CORNER OF BRIDGE OF OVERPASS, 106 FEET EAST OF THE CENTERLINE OF
 HZ0407'EAST LAND, 1.0 FEET WEST OF THE EAST R/W FENCE AND 1.5 FEET
 HZ0407'SOUTHWEST OF METAL WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT
 HZ0407'OF HIGHWAYS AZIMUTH MARK DISK SET IN CONCRETE FLUSH WITH GROUND
 HZ0407'AND STAMPED I75-T90 1964.
 HZ0407
 HZ0407                          STATION RECOVERY (1984)
 HZ0407
 HZ0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HZ0407'THIS STATION WAS POSITIONED BY TRAVERSE FROM I75 T90 AT THIS TIME. THE
 HZ0407'STATION IS LOCATED ABOUT 10 KM (6.20 MI) NORTHEAST OF GEORGETOWN 2.7
 HZ0407'KM (1.65 MI) NORTH OF THE DELAPLAIN EXIT OF INTERSTATE 75 AND ALONG
 HZ0407'THE EAST RIGHT OF WAY FENCE OF INTERSTATE 75.  TO REACH THE STATION
 HZ0407'FROM THE JUNCTION OF U S HIGHWAY 62 AND INTERSTATE 75 WHICH IS ABOUT
 HZ0407'2.4 KM (1.50 MI) NORTHEAST OF GEORGETOWN GO NORTH ON INTERSTATE 75 FOR
 HZ0407'9.1 KM (5.65 MI) TO THE STATION ON THE RIGHT.
 HZ0407'STATION IS A STANDARD KYHD DISK STAMPED--I75 T90 1964--, SET INTO THE
 HZ0407'TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES (25 CM) IN DIAMETER FLUSH
 HZ0407'WITH GROUND.  THE STATION IS LOCATED 86.9 METERS (285.1 FT) SOUTHEAST
 HZ0407'FROM THE SOUTHEAST CORNER OF A BRIDGE OVER STATE ROUTE 620 32.3 METERS
 HZ0407'(106.0 FT) EAST FROM THE CENTRELINE OF THE NORTHBOUND LANES 7.95
 HZ0407'METERS (26.08 FT) WEST FROM A POWER POLE 0.45 METERS (1.48 FT)
 HZ0407'SOUTHWEST FROM A METAL WITNESS POST 0.30 METERS (0.98 FT) WEST FROM
 HZ0407'THE EAST RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0406 ***********************************************************************
 HZ0406  DESIGNATION -  I75 T 90 RM 1
 HZ0406  PID         -  HZ0406
 HZ0406  STATE/COUNTY-  KY/SCOTT
 HZ0406  USGS QUAD   -  DELAPLAIN (1993)
 HZ0406
 HZ0406                         *CURRENT SURVEY CONTROL
 HZ0406  ___________________________________________________________________
 HZ0406* NAD 83(1986)-  38 17 08.     (N)    084 33 33.     (W)     SCALED    
 HZ0406* NAVD 88     -       280.171  (meters)     919.19   (feet)  ADJUSTED  
 HZ0406  ___________________________________________________________________
 HZ0406  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ0406  DYNAMIC HT  -         279.970 (meters)     918.53  (feet)  COMP
 HZ0406  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 HZ0406
 HZ0406  VERT ORDER  -  SECOND    CLASS 0
 HZ0406
 HZ0406.The horizontal coordinates were scaled from a topographic map and have
 HZ0406.an estimated accuracy of +/- 6 seconds.
 HZ0406
 HZ0406.The orthometric height was determined by differential leveling
 HZ0406.and adjusted by the National Geodetic Survey in June 1991..
 HZ0406
 HZ0406.The geoid height was determined by GEOID03.
 HZ0406
 HZ0406.The dynamic height is computed by dividing the NAVD 88
 HZ0406.geopotential number by the normal gravity value computed on the
 HZ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0406.degrees latitude (g = 980.6199 gals.).
 HZ0406
 HZ0406.The modeled gravity was interpolated from observed gravity values.
 HZ0406
 HZ0406;                    North         East    Units  Estimated Accuracy
 HZ0406;SPC KY1Z     - 1,217,330.    1,604,180.      MT  (+/- 180 meters Scaled)
 HZ0406
 HZ0406                          SUPERSEDED SURVEY CONTROL
 HZ0406
 HZ0406  NGVD 29 (??/??/92)  280.351  (m)          919.78   (f) ADJ UNCH    2 0
 HZ0406
 HZ0406.Superseded values are not recommended for survey control.
 HZ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0406.See file dsdata.txt to determine how the superseded data were derived.
 HZ0406
 HZ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH134403(NAD 83)
 HZ0406_MARKER: DR = REFERENCE MARK DISK
 HZ0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0406_STAMPING: I75 T90 RM 1 1964
 HZ0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0406+STABILITY: SURFACE MOTION
 HZ0406
 HZ0406  HISTORY     - Date     Condition        Report By
 HZ0406  HISTORY     - 1964     MONUMENTED       PAS
 HZ0406  HISTORY     - 1965     GOOD             PAS
 HZ0406  HISTORY     - 1984     GOOD             NGS
 HZ0406
 HZ0406                          STATION DESCRIPTION
 HZ0406
 HZ0406'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0406'5 MI N FROM GEORGETOWN.
 HZ0406'ABOUT 5 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0406'U.S. HIGHWAY 62 INTERCHANGE, WHICH IS ABOUT 1.5 MILES NORTHEAST
 HZ0406'OF GEORGETOWN, ABOUT 78.0 FEET WEST OF THE CENTERLINE OF WEST
 HZ0406'LAND AND 26.5 FEET EAST OF WEST R/W FENCE.  A KENTUCKY DEPARTMENT
 HZ0406'OF HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE PROJECTING 1 INCH
 HZ0406'AND STAMPED I75-T90 R.M. 1 1964.
 HZ0406
 HZ0406                          STATION RECOVERY (1984)
 HZ0406
 HZ0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HZ0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0404 ***********************************************************************
 HZ0404  DESIGNATION -  I75 T 90 RM 2
 HZ0404  PID         -  HZ0404
 HZ0404  STATE/COUNTY-  KY/SCOTT
 HZ0404  USGS QUAD   -  DELAPLAIN (1993)
 HZ0404
 HZ0404                         *CURRENT SURVEY CONTROL
 HZ0404  ___________________________________________________________________
 HZ0404* NAD 83(1986)-  38 17 08.     (N)    084 33 33.     (W)     SCALED    
 HZ0404* NAVD 88     -       280.459  (meters)     920.14   (feet)  ADJUSTED  
 HZ0404  ___________________________________________________________________
 HZ0404  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ0404  DYNAMIC HT  -         280.258 (meters)     919.48  (feet)  COMP
 HZ0404  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 HZ0404
 HZ0404  VERT ORDER  -  SECOND    CLASS 0
 HZ0404
 HZ0404.The horizontal coordinates were scaled from a topographic map and have
 HZ0404.an estimated accuracy of +/- 6 seconds.
 HZ0404
 HZ0404.The orthometric height was determined by differential leveling
 HZ0404.and adjusted by the National Geodetic Survey in June 1991..
 HZ0404
 HZ0404.The geoid height was determined by GEOID03.
 HZ0404
 HZ0404.The dynamic height is computed by dividing the NAVD 88
 HZ0404.geopotential number by the normal gravity value computed on the
 HZ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0404.degrees latitude (g = 980.6199 gals.).
 HZ0404
 HZ0404.The modeled gravity was interpolated from observed gravity values.
 HZ0404
 HZ0404;                    North         East    Units  Estimated Accuracy
 HZ0404;SPC KY1Z     - 1,217,330.    1,604,180.      MT  (+/- 180 meters Scaled)
 HZ0404
 HZ0404                          SUPERSEDED SURVEY CONTROL
 HZ0404
 HZ0404  NGVD 29 (??/??/92)  280.640  (m)          920.73   (f) ADJ UNCH    2 0
 HZ0404
 HZ0404.Superseded values are not recommended for survey control.
 HZ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0404.See file dsdata.txt to determine how the superseded data were derived.
 HZ0404
 HZ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH134403(NAD 83)
 HZ0404_MARKER: DR = REFERENCE MARK DISK
 HZ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0404_STAMPING: I75 T90 RM 2 1964
 HZ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0404+STABILITY: SURFACE MOTION
 HZ0404
 HZ0404  HISTORY     - Date     Condition        Report By
 HZ0404  HISTORY     - 1964     MONUMENTED       PAS
 HZ0404  HISTORY     - 1965     GOOD             PAS
 HZ0404  HISTORY     - 1984     GOOD             NGS
 HZ0404
 HZ0404                          STATION DESCRIPTION
 HZ0404
 HZ0404'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0404'5 MI N FROM GEORGETOWN.
 HZ0404'ABOUT 5 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0404'U.S. HIGHWAY 62 INTERCHANGE, WHICH IS ABOUT 1.5 MILES NORTHEAST
 HZ0404'OF GEORGETOWN, ABOUT 106 FEET WEST OF THE CENTERLINE OF WEST
 HZ0404'LANE AND 1.5 FEET EAST OF WEST R/W FENCE.  A KENTUCKY DEPARTMENT
 HZ0404'OF HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE PROJECTING 1
 HZ0404'INCH AND STAMPED I75-T90 R.M. 2 1964.
 HZ0404
 HZ0404                          STATION RECOVERY (1984)
 HZ0404
 HZ0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HZ0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0409 ***********************************************************************
 HZ0409  DESIGNATION -  I75 T 91
 HZ0409  PID         -  HZ0409
 HZ0409  STATE/COUNTY-  KY/SCOTT
 HZ0409  USGS QUAD   -  DELAPLAIN (1993)
 HZ0409
 HZ0409                         *CURRENT SURVEY CONTROL
 HZ0409  ___________________________________________________________________
 HZ0409* NAD 83(1993)-  38 18 36.67330(N)    084 33 33.61721(W)     ADJUSTED  
 HZ0409* NAVD 88     -       305.799  (meters)    1003.28   (feet)  ADJUSTED  
 HZ0409  ___________________________________________________________________
 HZ0409  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 HZ0409  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0409  DYNAMIC HT  -         305.581 (meters)    1002.56  (feet)  COMP
 HZ0409  MODELED GRAV-     979,906.6   (mgal)                       NAVD 88
 HZ0409
 HZ0409  HORZ ORDER  -  SECOND
 HZ0409  VERT ORDER  -  SECOND    CLASS 0
 HZ0409
 HZ0409.The horizontal coordinates were established by classical geodetic methods
 HZ0409.and adjusted by the National Geodetic Survey in December 1995..
 HZ0409
 HZ0409.The orthometric height was determined by differential leveling
 HZ0409.and adjusted by the National Geodetic Survey in June 1991..
 HZ0409
 HZ0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0409
 HZ0409.The geoid height was determined by GEOID03.
 HZ0409
 HZ0409.The dynamic height is computed by dividing the NAVD 88
 HZ0409.geopotential number by the normal gravity value computed on the
 HZ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0409.degrees latitude (g = 980.6199 gals.).
 HZ0409
 HZ0409.The modeled gravity was interpolated from observed gravity values.
 HZ0409
 HZ0409;                    North         East     Units Scale Factor Converg.
 HZ0409;SPC KY1Z     - 1,220,062.945 1,604,126.987   MT  0.99993353   +0 43 51.7
 HZ0409;SPC KY1Z     - 4,002,823.18  5,262,873.29   sFT  0.99993353   +0 43 51.7
 HZ0409;SPC KY N     -    89,973.515   472,945.889   MT  0.99996582   -0 11 32.7
 HZ0409;SPC KY N     -   295,188.11  1,551,656.64   sFT  0.99996582   -0 11 32.7
 HZ0409;UTM  16      - 4,243,050.322   713,392.949   MT  1.00016083   +1 30 48.9
 HZ0409
 HZ0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0409!SPC KY1Z     -   0.99995733  x   0.99993353  =   0.99989086
 HZ0409!SPC KY N     -   0.99995733  x   0.99996582  =   0.99992315
 HZ0409!UTM  16      -   0.99995733  x   1.00016083  =   1.00011815
 HZ0409
 HZ0409:                Primary Azimuth Mark                     Grid Az
 HZ0409:SPC KY1Z     -  I75 T 91 AZ MK                           005 32 47.3
 HZ0409:SPC KY N     -  I75 T 91 AZ MK                           006 28 11.7
 HZ0409:UTM  16      -  I75 T 91 AZ MK                           004 45 50.1
 HZ0409
 HZ0409|---------------------------------------------------------------------|
 HZ0409| PID    Reference Object                     Distance      Geod. Az  |
 HZ0409|                                                           dddmmss.s |
 HZ0409| HZ0411 I75 T 91 AZ MK                      APPROX. 1.1 KM 0061639.0 |
 HZ0409| HZ0410 I75 T 91 RM 1                         7.953 METERS 09604     |
 HZ0409| HZ0408 I75 T 91 RM 2                        10.533 METERS 18005     |
 HZ0409|---------------------------------------------------------------------|
 HZ0409
 HZ0409                          SUPERSEDED SURVEY CONTROL
 HZ0409
 HZ0409  NAD 83(1986)-  38 18 36.67940(N)    084 33 33.62632(W) AD(       ) 2
 HZ0409  NAD 27      -  38 18 36.41699(N)    084 33 33.83604(W) AD(       ) 2
 HZ0409  NGVD 29 (??/??/92)  305.979  (m)         1003.87   (f) ADJ UNCH    2 0
 HZ0409
 HZ0409.Superseded values are not recommended for survey control.
 HZ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0409.See file dsdata.txt to determine how the superseded data were derived.
 HZ0409
 HZ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1339343050(NAD 83)
 HZ0409_MARKER: DD = SURVEY DISK
 HZ0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0409_STAMPING: I75 T91 1964
 HZ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0409+STABILITY: SURFACE MOTION
 HZ0409
 HZ0409  HISTORY     - Date     Condition        Report By
 HZ0409  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0409  HISTORY     - 1965     GOOD             PAS
 HZ0409
 HZ0409                          STATION DESCRIPTION
 HZ0409
 HZ0409'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0409'STATION IS LOCATED ABOUT 5.75 MILES SOUTH OF SADIEVILLE AND ABOUT 2.5
 HZ0409'MILES NORTHWEST OF DELAPLAIN COMMUNITY ON THE TOP OF A HIGH BANK
 HZ0409'NEAR THE WEST R/W FENCE OF INTERSTATE ROUTE 75 AND DIRECTLY OPPOSITE
 HZ0409'A FARM WATER TANK THAT STANDS IN A PASTURE WEST OF STATION.
 HZ0409'
 HZ0409'TO REACH THE STATION FROM THE I75 AND STATE HIGHWAY 32 INTERCHANGE,
 HZ0409'WHICH IS ABOUT 2 MILES WEST OF SADIEVILLE, GO SOUTH ON I75 FOR 4.45
 HZ0409'MILES TO AZIMUTH MARK ON LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.75
 HZ0409'MILE TO STATION ON RIGHT.
 HZ0409'
 HZ0409'STATION MARK IS ABOUT 159 FEET SOUTHWEST OF THE WEST LEG OF SIGN THAT
 HZ0409'INDICATES WEIGH STATION 1 MILE, 106.0 FEET WEST OF THE CENTERLINE OF
 HZ0409'THE WEST LANE, 1.5 FEET EAST OF WEST R/W FENCE, 1.3 FEET EAST OF
 HZ0409'METAL WITNESS POST AND SIGN AND ABOUT 15 FEET HIGHER THAN WEST LANE.
 HZ0409'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED I75 T91
 HZ0409'1964.
 HZ0409'
 HZ0409'REFERENCE MARK NO.1 IS EAST OF STATION, APPROXIMATELY 80 FEET WEST OF
 HZ0409'THE CENTERLINE OF WEST LANE AND 28 FEET EAST OF WEST R/W FENCE.  THE
 HZ0409'MARK IS FLUSH AND THE DISK IS STAMPED I75 T91 NO.1 1964.
 HZ0409'
 HZ0409'REFERENCE MARK NO.2 IS SOUTH OF STATION, APPROXIMATELY 106 FEET WEST
 HZ0409'OF THE CENTERLINE OF WEST LANE AND 1.5 FEET EAST OF WEST R/W FENCE.
 HZ0409'THE MARK IS FLUSH AND THE DISK IS STAMPED I75 T91 NO.2 1964.
 HZ0409'
 HZ0409'AZIMUTH MARK IS ABOUT 0.75 MILE NORTH OF STATION, 59 FEET EAST OF THE
 HZ0409'CENTERLINE OF WEST LANE, 50 FEET WEST OF THE CENTERLINE OF EAST LANE
 HZ0409'AND ABOUT 5 FEET HIGHER THAN EAST LANE.
 HZ0409'
 HZ0409'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF
 HZ0409'HIGHWAYS SURVEYS DISKS SET IN CONCRETE AS DESCRIBED.
 HZ0409'
 HZ0409'HEIGHT OF LIGHT ABOVE STATION MARK 1.61 METERS.
 HZ0409
 HZ0409                          STATION RECOVERY (1965)
 HZ0409
 HZ0409'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0409'5.8 MI S FROM SADIEVILLE.
 HZ0409'ABOUT 5.20 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0409'STATE HIGHWAY 32 INTERCHANGE, WHICH IS ABOUT 2 MILES SOUTH OF
 HZ0409'SADIEVILLE, ABOUT 159 FEET SOUTHWEST OF THE WEST LEG OF SIGN THAT
 HZ0409'INDICATES WEIGH STATION 1 MILE, 106.0 FEET WEST OF THE CENTERLINE
 HZ0409'OF THE WEST LANE, 1.5 FEET EAST OF WEST R/W FENCE, 1.3 FEET EAST
 HZ0409'OF METAL WITNESS POST AND SIGN AND ABOUT 15 FEET HIGHER THAN WEST
 HZ0409'LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK IN TOP OF
 HZ0409'CONCRETE FLUSH WITH GROUND AND STAMPED I75-T91 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0411 ***********************************************************************
 HZ0411  DESIGNATION -  I75 T 91 AZ MK
 HZ0411  PID         -  HZ0411
 HZ0411  STATE/COUNTY-  KY/SCOTT
 HZ0411  USGS QUAD   -  DELAPLAIN (1993)
 HZ0411
 HZ0411                         *CURRENT SURVEY CONTROL
 HZ0411  ___________________________________________________________________
 HZ0411* NAD 83(1993)-  38 19 12.18502(N)    084 33 28.65867(W)     ADJUSTED  
 HZ0411* NAVD 88     -       300.356  (meters)     985.42   (feet)  ADJUSTED  
 HZ0411  ___________________________________________________________________
 HZ0411  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 HZ0411  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0411  DYNAMIC HT  -         300.141 (meters)     984.71  (feet)  COMP
 HZ0411  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 HZ0411
 HZ0411  HORZ ORDER  -  SECOND
 HZ0411  VERT ORDER  -  SECOND    CLASS 0
 HZ0411
 HZ0411.The horizontal coordinates were established by classical geodetic methods
 HZ0411.and adjusted by the National Geodetic Survey in December 1995..
 HZ0411
 HZ0411.The orthometric height was determined by differential leveling
 HZ0411.and adjusted by the National Geodetic Survey in June 1991..
 HZ0411
 HZ0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0411
 HZ0411.The geoid height was determined by GEOID03.
 HZ0411
 HZ0411.The dynamic height is computed by dividing the NAVD 88
 HZ0411.geopotential number by the normal gravity value computed on the
 HZ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0411.degrees latitude (g = 980.6199 gals.).
 HZ0411
 HZ0411.The modeled gravity was interpolated from observed gravity values.
 HZ0411
 HZ0411;                    North         East     Units Scale Factor Converg.
 HZ0411;SPC KY1Z     - 1,221,159.291 1,604,233.450   MT  0.99993485   +0 43 54.7
 HZ0411;SPC KY1Z     - 4,006,420.11  5,263,222.58   sFT  0.99993485   +0 43 54.7
 HZ0411;SPC KY N     -    91,068.037   473,070.012   MT  0.99996536   -0 11 29.7
 HZ0411;SPC KY N     -   298,779.05  1,552,063.86   sFT  0.99996536   -0 11 29.7
 HZ0411;UTM  16      - 4,244,148.268   713,484.447   MT  1.00016131   +1 30 53.2
 HZ0411
 HZ0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0411!SPC KY1Z     -   0.99995818  x   0.99993485  =   0.99989304
 HZ0411!SPC KY N     -   0.99995818  x   0.99996536  =   0.99992355
 HZ0411!UTM  16      -   0.99995818  x   1.00016131  =   1.00011949
 HZ0411
 HZ0411:                Primary Azimuth Mark                     Grid Az
 HZ0411:SPC KY1Z     -  I75 T 91                                 185 32 47.3
 HZ0411:SPC KY N     -  I75 T 91                                 186 28 11.7
 HZ0411:UTM  16      -  I75 T 91                                 184 45 48.8
 HZ0411
 HZ0411|---------------------------------------------------------------------|
 HZ0411| PID    Reference Object                     Distance      Geod. Az  |
 HZ0411|                                                           dddmmss.s |
 HZ0411| HZ0409 I75 T 91                            APPROX. 1.1 KM 1861642.0 |
 HZ0411|---------------------------------------------------------------------|
 HZ0411
 HZ0411                          SUPERSEDED SURVEY CONTROL
 HZ0411
 HZ0411  NAD 83(1986)-  38 19 12.19089(N)    084 33 28.66784(W) AD(       ) 2
 HZ0411  NAD 27      -  38 19 11.92890(N)    084 33 28.87732(W) AD(       ) 2
 HZ0411  NGVD 29 (??/??/92)  300.535  (m)          986.01   (f) ADJ UNCH    2 0
 HZ0411
 HZ0411.Superseded values are not recommended for survey control.
 HZ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0411.See file dsdata.txt to determine how the superseded data were derived.
 HZ0411
 HZ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1348444148(NAD 83)
 HZ0411_MARKER: DZ = AZIMUTH MARK DISK
 HZ0411_SETTING: 66 = SET IN ROCK OUTCROP
 HZ0411_SP_SET: LIMESTONE OUTCROP
 HZ0411_STAMPING: I75 T91 1965
 HZ0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ0411+STABILITY: POSITION/ELEVATION WELL
 HZ0411
 HZ0411  HISTORY     - Date     Condition        Report By
 HZ0411  HISTORY     - 1965     MONUMENTED       KYHD
 HZ0411  HISTORY     - 1965     GOOD             PAS
 HZ0411
 HZ0411                          STATION DESCRIPTION
 HZ0411
 HZ0411'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 HZ0411'STATION IS LOCATED ABOUT 5 MILES SOUTH OF SADIEIVILLE AND ABOUT 3.25
 HZ0411'MILES NORTHWEST OF DELAPLAIN COMMUNITY, IN THE MEDIAN STRIP BETWEEN
 HZ0411'THE EAST AND WEST LANES OF INTERSTATE 75.
 HZ0411'
 HZ0411'TO REACH THE STATION FROM THE I75 AND STATE HIGHWAY 32 INTERCHANGE
 HZ0411'WHICH IS ABOUT 2 MILES WEST OF SADIEVILLE, GO SOUTH ON INTERSTATE
 HZ0411'ROUTE 75 FOR 4.45 MILES TO STATION ON LEFT.
 HZ0411'
 HZ0411'STATION MARK IS 59.0 FEET EAST OF THE CENTERLINE OF WEST LANE, 50.0
 HZ0411'FEET WEST OF THE CENTERLINE OF EAST LANE AND ABOUT 5 FEET HIGHER
 HZ0411'THAN THE EAST LANE.
 HZ0411'
 HZ0411'A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN DRILL HOLE
 HZ0411'IN THE TOP OF LIMESTONE OUTCROP AND STAMPED I75 T91 1964.
 HZ0411'
 HZ0411'HEIGHT OF LIGHT ABOVE STATION MARK 9.90 METERS.
 HZ0411
 HZ0411                          STATION RECOVERY (1965)
 HZ0411
 HZ0411'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0411'5 MI S FROM SADIEVILLE.
 HZ0411'ABOUT 4.45 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0411'STATE HIGHWAY 32 INTERCHANGE, WHICH IS ABOUT 2 MILES SOUTH OF
 HZ0411'SADIEVILLE, 59.0 FEET EAST OF THE CENTERLINE OF WEST LANE, 50.0
 HZ0411'FEET WEST OF THE CENTERLINE OF EAST LANE AND ABOUT 5 FEET HIGHER
 HZ0411'THAN THE EAST LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH
 HZ0411'MARK DISK SET IN DRILL HOLE IN THE TOP OF LIMESTONE OUTCROP AND
 HZ0411'STAMPED I75-T91 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0410 ***********************************************************************
 HZ0410  DESIGNATION -  I75 T 91 RM 1
 HZ0410  PID         -  HZ0410
 HZ0410  STATE/COUNTY-  KY/SCOTT
 HZ0410  USGS QUAD   -  DELAPLAIN (1993)
 HZ0410
 HZ0410                         *CURRENT SURVEY CONTROL
 HZ0410  ___________________________________________________________________
 HZ0410* NAD 83(1986)-  38 18 36.     (N)    084 33 33.     (W)     SCALED    
 HZ0410* NAVD 88     -       305.619  (meters)    1002.68   (feet)  ADJUSTED  
 HZ0410  ___________________________________________________________________
 HZ0410  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0410  DYNAMIC HT  -         305.401 (meters)    1001.97  (feet)  COMP
 HZ0410  MODELED GRAV-     979,906.6   (mgal)                       NAVD 88
 HZ0410
 HZ0410  VERT ORDER  -  SECOND    CLASS 0
 HZ0410
 HZ0410.The horizontal coordinates were scaled from a topographic map and have
 HZ0410.an estimated accuracy of +/- 6 seconds.
 HZ0410
 HZ0410.The orthometric height was determined by differential leveling
 HZ0410.and adjusted by the National Geodetic Survey in June 1991..
 HZ0410
 HZ0410.The geoid height was determined by GEOID03.
 HZ0410
 HZ0410.The dynamic height is computed by dividing the NAVD 88
 HZ0410.geopotential number by the normal gravity value computed on the
 HZ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0410.degrees latitude (g = 980.6199 gals.).
 HZ0410
 HZ0410.The modeled gravity was interpolated from observed gravity values.
 HZ0410
 HZ0410;                    North         East    Units  Estimated Accuracy
 HZ0410;SPC KY1Z     - 1,220,040.    1,604,140.      MT  (+/- 180 meters Scaled)
 HZ0410
 HZ0410                          SUPERSEDED SURVEY CONTROL
 HZ0410
 HZ0410  NGVD 29 (??/??/92)  305.799  (m)         1003.28   (f) ADJ UNCH    2 0
 HZ0410
 HZ0410.Superseded values are not recommended for survey control.
 HZ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0410.See file dsdata.txt to determine how the superseded data were derived.
 HZ0410
 HZ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH134430(NAD 83)
 HZ0410_MARKER: DR = REFERENCE MARK DISK
 HZ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0410_STAMPING: I75 T91 RM 1 1964
 HZ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0410+STABILITY: SURFACE MOTION
 HZ0410
 HZ0410  HISTORY     - Date     Condition        Report By
 HZ0410  HISTORY     - 1964     MONUMENTED       PAS
 HZ0410  HISTORY     - 1965     GOOD             PAS
 HZ0410
 HZ0410                          STATION DESCRIPTION
 HZ0410
 HZ0410'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0410'5.8 MI S FROM SADIEVILLE.
 HZ0410'ABOUT 5.20 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0410'STATE HIGHWAY 32 INTERCHANGE, WHICH IS ABOUT 2 MILES SOUTH OF
 HZ0410'SADIEVILLE, 80.0 FEET WEST OF THE CENTERLINE OF WEST LANE AND
 HZ0410'28.0 FEET EAST OF WEST R/W FENCE.  A KENTUCKY DEPARTMENT OF
 HZ0410'HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE FLUSH WITH GROUND AND
 HZ0410'STAMPED I75-T91 R.M. 1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0408 ***********************************************************************
 HZ0408  DESIGNATION -  I75 T 91 RM 2
 HZ0408  PID         -  HZ0408
 HZ0408  STATE/COUNTY-  KY/SCOTT
 HZ0408  USGS QUAD   -  DELAPLAIN (1993)
 HZ0408
 HZ0408                         *CURRENT SURVEY CONTROL
 HZ0408  ___________________________________________________________________
 HZ0408* NAD 83(1986)-  38 18 36.     (N)    084 33 33.     (W)     SCALED    
 HZ0408* NAVD 88     -       304.980  (meters)    1000.59   (feet)  ADJUSTED  
 HZ0408  ___________________________________________________________________
 HZ0408  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0408  DYNAMIC HT  -         304.762 (meters)     999.87  (feet)  COMP
 HZ0408  MODELED GRAV-     979,906.6   (mgal)                       NAVD 88
 HZ0408
 HZ0408  VERT ORDER  -  SECOND    CLASS 0
 HZ0408
 HZ0408.The horizontal coordinates were scaled from a topographic map and have
 HZ0408.an estimated accuracy of +/- 6 seconds.
 HZ0408
 HZ0408.The orthometric height was determined by differential leveling
 HZ0408.and adjusted by the National Geodetic Survey in June 1991..
 HZ0408
 HZ0408.The geoid height was determined by GEOID03.
 HZ0408
 HZ0408.The dynamic height is computed by dividing the NAVD 88
 HZ0408.geopotential number by the normal gravity value computed on the
 HZ0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0408.degrees latitude (g = 980.6199 gals.).
 HZ0408
 HZ0408.The modeled gravity was interpolated from observed gravity values.
 HZ0408
 HZ0408;                    North         East    Units  Estimated Accuracy
 HZ0408;SPC KY1Z     - 1,220,040.    1,604,140.      MT  (+/- 180 meters Scaled)
 HZ0408
 HZ0408                          SUPERSEDED SURVEY CONTROL
 HZ0408
 HZ0408  NGVD 29 (??/??/92)  305.160  (m)         1001.18   (f) ADJ UNCH    2 0
 HZ0408
 HZ0408.Superseded values are not recommended for survey control.
 HZ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0408.See file dsdata.txt to determine how the superseded data were derived.
 HZ0408
 HZ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH134430(NAD 83)
 HZ0408_MARKER: DR = REFERENCE MARK DISK
 HZ0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0408_STAMPING: I75 T91 RM 2 1964
 HZ0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0408+STABILITY: SURFACE MOTION
 HZ0408
 HZ0408  HISTORY     - Date     Condition        Report By
 HZ0408  HISTORY     - 1964     MONUMENTED       PAS
 HZ0408  HISTORY     - 1965     GOOD             PAS
 HZ0408
 HZ0408                          STATION DESCRIPTION
 HZ0408
 HZ0408'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0408'5.8 MI S FROM SADIEVILLE.
 HZ0408'ABOUT 5.20 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0408'STATE HIGHWAY 32 INTERCHANGE, WHICH IS ABOUT 2 MILES SOUTH OF
 HZ0408'SADIEVILLE, APPROXIMATELY 106 FEET WEST OF THE CENTERLINE OF
 HZ0408'WEST LANE AND 1.5 FEET EAST OF THE WEST R/W FENCE.  A KENTUCKY
 HZ0408'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE FLUSH
 HZ0408'WITH GROUND AND STAMPED I75-T91 R.M. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0415 ***********************************************************************
 HZ0415  DESIGNATION -  I75 T 92
 HZ0415  PID         -  HZ0415
 HZ0415  STATE/COUNTY-  KY/SCOTT
 HZ0415  USGS QUAD   -  DELAPLAIN (1993)
 HZ0415
 HZ0415                         *CURRENT SURVEY CONTROL
 HZ0415  ___________________________________________________________________
 HZ0415* NAD 83(1993)-  38 20 33.98127(N)    084 34 11.08679(W)     ADJUSTED  
 HZ0415* NAVD 88     -       260.710  (meters)     855.35   (feet)  ADJUSTED  
 HZ0415  ___________________________________________________________________
 HZ0415  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 HZ0415  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0415  DYNAMIC HT  -         260.524 (meters)     854.74  (feet)  COMP
 HZ0415  MODELED GRAV-     979,910.4   (mgal)                       NAVD 88
 HZ0415
 HZ0415  HORZ ORDER  -  SECOND
 HZ0415  VERT ORDER  -  SECOND    CLASS 0
 HZ0415
 HZ0415.The horizontal coordinates were established by classical geodetic methods
 HZ0415.and adjusted by the National Geodetic Survey in December 1995..
 HZ0415
 HZ0415.The orthometric height was determined by differential leveling
 HZ0415.and adjusted by the National Geodetic Survey in June 1991..
 HZ0415
 HZ0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0415
 HZ0415.The geoid height was determined by GEOID03.
 HZ0415
 HZ0415.The dynamic height is computed by dividing the NAVD 88
 HZ0415.geopotential number by the normal gravity value computed on the
 HZ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0415.degrees latitude (g = 980.6199 gals.).
 HZ0415
 HZ0415.The modeled gravity was interpolated from observed gravity values.
 HZ0415
 HZ0415;                    North         East     Units Scale Factor Converg.
 HZ0415;SPC KY1Z     - 1,223,667.944 1,603,171.064   MT  0.99993799   +0 43 28.7
 HZ0415;SPC KY1Z     - 4,014,650.58  5,259,737.07   sFT  0.99993799   +0 43 28.7
 HZ0415;SPC KY N     -    93,593.559   472,048.166   MT  0.99996443   -0 11 56.1
 HZ0415;SPC KY N     -   307,064.87  1,548,711.36   sFT  0.99996443   -0 11 56.1
 HZ0415;UTM  16      - 4,246,642.718   712,387.623   MT  1.00015556   +1 30 29.5
 HZ0415
 HZ0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0415!SPC KY1Z     -   0.99996441  x   0.99993799  =   0.99990240
 HZ0415!SPC KY N     -   0.99996441  x   0.99996443  =   0.99992884
 HZ0415!UTM  16      -   0.99996441  x   1.00015556  =   1.00011996
 HZ0415
 HZ0415:                Primary Azimuth Mark                     Grid Az
 HZ0415:SPC KY1Z     -  SADIEVILLE ATT MICROWAVE TOWER           007 49 08.7
 HZ0415:SPC KY N     -  SADIEVILLE ATT MICROWAVE TOWER           008 44 33.5
 HZ0415:UTM  16      -  SADIEVILLE ATT MICROWAVE TOWER           007 02 07.9
 HZ0415
 HZ0415|---------------------------------------------------------------------|
 HZ0415| PID    Reference Object                     Distance      Geod. Az  |
 HZ0415|                                                           dddmmss.s |
 HZ0415| HZ2448 SADIEVILLE ATT MICROWAVE TOWER      APPROX. 3.3 KM 0083237.4 |
 HZ0415| HZ0417 I75 T 92 AZ MK                      APPROX. 1.0 KM 0121632.8 |
 HZ0415| HZ0414 I75 T 92 RM 1                        11.088 METERS 19444     |
 HZ0415| HZ0416 I75 T 92 RM 2                        13.633 METERS 35105     |
 HZ0415|---------------------------------------------------------------------|
 HZ0415
 HZ0415                          SUPERSEDED SURVEY CONTROL
 HZ0415
 HZ0415  NAD 83(1986)-  38 20 33.98712(N)    084 34 11.09607(W) AD(       ) 2
 HZ0415  NAD 27      -  38 20 33.72608(N)    084 34 11.30231(W) AD(       ) 2
 HZ0415  NGVD 29 (??/??/92)  260.889  (m)          855.93   (f) ADJ UNCH    2 0
 HZ0415
 HZ0415.Superseded values are not recommended for survey control.
 HZ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0415.See file dsdata.txt to determine how the superseded data were derived.
 HZ0415
 HZ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1238846643(NAD 83)
 HZ0415_MARKER: DD = SURVEY DISK
 HZ0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0415_STAMPING: I75 T92 1964
 HZ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0415+STABILITY: SURFACE MOTION
 HZ0415
 HZ0415  HISTORY     - Date     Condition        Report By
 HZ0415  HISTORY     - 1965     MONUMENTED       KYHD
 HZ0415  HISTORY     - 1965     GOOD             PAS
 HZ0415
 HZ0415                          STATION DESCRIPTION
 HZ0415
 HZ0415'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 HZ0415'STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF SADIEVILLE NEAR THE WEST
 HZ0415'R/W FENCE OF INTERSTATE ROUTE 75.
 HZ0415'
 HZ0415'TO REACH THE STATION FROM THE I75 AND STATE HIGHWAY 32 INTERCHANGE,
 HZ0415'WHICH IS ABOUT 2 MILES WEST OF SADIEVILLE, GO SOUTH ON I75 FOR 2.0
 HZ0415'MILE TO AZIMUTH MARK ON A HIGH BANK ON LEFT.  CONTINUE AHEAD ON I75
 HZ0415'FOR 0.7 MILE TO STATION ON RIGHT.
 HZ0415'
 HZ0415'STATION MARK IS APPROXIMATELY 200 FEET NORTHWEST OF THE WEST END OF
 HZ0415'CONCRETE CULVERT, ABOUT 150 FEET WEST OF THE CENTERLINE OF WEST
 HZ0415'LANE, 10.0 FEET EAST OF WEST R/W FENCE, 9.3 FEET EAST OF METAL
 HZ0415'WITNESS POST AND SIGN AND ABOUT 8 FEET LOWER THAN WEST LANE.  THE
 HZ0415'MARK IS FLUSH AND THE DISK IS STAMPED I75 T92 1964.
 HZ0415'
 HZ0415'REFERENCE MARK NO.1 IS SOUTHWEST OF STATION, APPROXIMATELY 158 FEET
 HZ0415'WEST OF THE CENTERLINE OF WEST LANE AND 1.5 FEET EAST OF THE WEST
 HZ0415'R/W FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I75 T92
 HZ0415'NO.1 1964.
 HZ0415'
 HZ0415'REFERENCE MARK NO.2 IS NORTHWEST OF STATION, APPROXIMATELY 158 FEET
 HZ0415'WEST OF THE CENTERLINE OF WEST LANE AND 1.5 FEET EAST OF WEST R/W
 HZ0415'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED I75 T92
 HZ0415'NO. 2 1964.
 HZ0415'
 HZ0415'AZIMUTH MARK IS ABOUT 0.7 MILE NORTH OF STATION, ABOUT 110 FEET EAST
 HZ0415'OF THE CENTERLINE OF EAST LANE, 18.5 FEET SOUTHWEST OF A FENCE
 HZ0415'CORNER, 7 FEET WEST OF EAST R/W FENCE, 6 FEET WEST OF METAL WITNESS
 HZ0415'POST AND SIGN.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPEDD
 HZ0415'I75 T92 1964.
 HZ0415'
 HZ0415'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ0415'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HZ0415'
 HZ0415'HEIGHT OF LIGHT ABOVE STATION MARK 1.68 METERS.
 HZ0415
 HZ0415                          STATION RECOVERY (1965)
 HZ0415
 HZ0415'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0415'4.5 MI S FROM SADIEVILLE.
 HZ0415'ABOUT 2.7 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0415'STATE HIGHWAY 32 INTERCHANGE, WHICH IS 2 MILES WEST OF SADIEVILLE,
 HZ0415'APPROXIMATELY 200 FEET NORTHWEST OF THE WEST END OF CONCRETE
 HZ0415'CULVERT, ABOUT 150 FEET WEST OF THE CENTERLINE OF WEST LANE, 10.0
 HZ0415'FEET EAST OF WEST R/W FENCE, 9.3 FEET EAST OF METAL WITNESS POST
 HZ0415'AND SIGN AND ABOUT 8 FEET LOWER THAN THE WEST LANE.  A KENTUCKY
 HZ0415'DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN CONCRETE FLUSH WITH
 HZ0415'GROUND AND STAMPED I75-T92 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0417 ***********************************************************************
 HZ0417  DESIGNATION -  I75 T 92 AZ MK
 HZ0417  PID         -  HZ0417
 HZ0417  STATE/COUNTY-  KY/SCOTT
 HZ0417  USGS QUAD   -  DELAPLAIN (1993)
 HZ0417
 HZ0417                         *CURRENT SURVEY CONTROL
 HZ0417  ___________________________________________________________________
 HZ0417* NAD 83(1993)-  38 21 07.07818(N)    084 34 01.94141(W)     ADJUSTED  
 HZ0417* NAVD 88     -       284.807  (meters)     934.40   (feet)  ADJUSTED  
 HZ0417  ___________________________________________________________________
 HZ0417  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 HZ0417  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HZ0417  DYNAMIC HT  -         284.605 (meters)     933.74  (feet)  COMP
 HZ0417  MODELED GRAV-     979,911.2   (mgal)                       NAVD 88
 HZ0417
 HZ0417  HORZ ORDER  -  SECOND
 HZ0417  VERT ORDER  -  SECOND    CLASS 0
 HZ0417
 HZ0417.The horizontal coordinates were established by classical geodetic methods
 HZ0417.and adjusted by the National Geodetic Survey in December 1995..
 HZ0417
 HZ0417.The orthometric height was determined by differential leveling
 HZ0417.and adjusted by the National Geodetic Survey in June 1991..
 HZ0417
 HZ0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0417
 HZ0417.The geoid height was determined by GEOID03.
 HZ0417
 HZ0417.The dynamic height is computed by dividing the NAVD 88
 HZ0417.geopotential number by the normal gravity value computed on the
 HZ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0417.degrees latitude (g = 980.6199 gals.).
 HZ0417
 HZ0417.The modeled gravity was interpolated from observed gravity values.
 HZ0417
 HZ0417;                    North         East     Units Scale Factor Converg.
 HZ0417;SPC KY1Z     - 1,224,691.127 1,603,380.184   MT  0.99993931   +0 43 34.3
 HZ0417;SPC KY1Z     - 4,018,007.47  5,260,423.15   sFT  0.99993931   +0 43 34.3
 HZ0417;SPC KY N     -    94,613.264   472,273.757   MT  0.99996409   -0 11 50.4
 HZ0417;SPC KY N     -   310,410.35  1,549,451.48   sFT  0.99996409   -0 11 50.4
 HZ0417;UTM  16      - 4,247,668.889   712,582.771   MT  1.00015658   +1 30 36.3
 HZ0417
 HZ0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0417!SPC KY1Z     -   0.99996063  x   0.99993931  =   0.99989994
 HZ0417!SPC KY N     -   0.99996063  x   0.99996409  =   0.99992472
 HZ0417!UTM  16      -   0.99996063  x   1.00015658  =   1.00011720
 HZ0417
 HZ0417:                Primary Azimuth Mark                     Grid Az
 HZ0417:SPC KY1Z     -  I75 T 92                                 191 33 04.2
 HZ0417:SPC KY N     -  I75 T 92                                 192 28 28.9
 HZ0417:UTM  16      -  I75 T 92                                 190 46 02.2
 HZ0417
 HZ0417|---------------------------------------------------------------------|
 HZ0417| PID    Reference Object                     Distance      Geod. Az  |
 HZ0417|                                                           dddmmss.s |
 HZ0417| HZ0415 I75 T 92                            APPROX. 1.0 KM 1921638.5 |
 HZ0417|---------------------------------------------------------------------|
 HZ0417
 HZ0417                          SUPERSEDED SURVEY CONTROL
 HZ0417
 HZ0417  NAD 83(1986)-  38 21 07.08380(N)    084 34 01.95080(W) AD(       ) 2
 HZ0417  NAD 27      -  38 21 06.82305(N)    084 34 02.15677(W) AD(       ) 2
 HZ0417  NGVD 29 (??/??/92)  284.986  (m)          934.99   (f) ADJ UNCH    2 0
 HZ0417
 HZ0417.Superseded values are not recommended for survey control.
 HZ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0417.See file dsdata.txt to determine how the superseded data were derived.
 HZ0417
 HZ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1258347669(NAD 83)
 HZ0417_MARKER: DZ = AZIMUTH MARK DISK
 HZ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0417_STAMPING: I75 T92 1964
 HZ0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0417+STABILITY: SURFACE MOTION
 HZ0417
 HZ0417  HISTORY     - Date     Condition        Report By
 HZ0417  HISTORY     - 1965     MONUMENTED       KYHD
 HZ0417  HISTORY     - 1965     GOOD             PAS
 HZ0417
 HZ0417                          STATION DESCRIPTION
 HZ0417
 HZ0417'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 HZ0417'STATION IS LOCATED ABOUT 3.75 MILES SOUTH OF SADIEVILLE ON A HIGH CUT
 HZ0417'BANK NEAR THE EAST R/W FENCE OF INTERSTATE ROUTE 75.
 HZ0417'
 HZ0417'TO REACH THE STATION FROM THE I75 AND STATE HIGHWAY 32 INTERCHANGE,
 HZ0417'WHICH IS ABOUT 2 MILES WEST OF SADIEVILLE, GO SOUTH ON I75 FOR 2.0
 HZ0417'MILES TO STATION ON LEFT.
 HZ0417'
 HZ0417'STATION MARK IS APPROXIMATELY 110 FEET EAST OF THE CENTERLINE OF EAST
 HZ0417'LANE, 18.5 FEET SOUTHWEST OF A FENCE CORNER, 7.0 FEET WEST OF EAST
 HZ0417'R/W FENCE, 6.0 FEET WEST OF METAL WITNESS POST AND SIGN AND ABOUT 30
 HZ0417'FEET HIGHER THAN EAST LANE.
 HZ0417'
 HZ0417'A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF
 HZ0417'CONCRETE POST PROJECTING 1 INCH AND STAMPED I75 T92 1964.
 HZ0417'
 HZ0417'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
 HZ0417
 HZ0417                          STATION RECOVERY (1965)
 HZ0417
 HZ0417'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0417'3.8 MI S FROM SADIEVILLE.
 HZ0417'ABOUT 2.0 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0417'STATE HIGHWAY 32 INTERCHANGE, WHICH IS 2 MILES WEST OF SADIEVILLE,
 HZ0417'APPROXIMATELY 110 FEET EAST OF THE CENTERLINE OF EAST LANE, 18.5
 HZ0417'FEET SOUTHWEST OF A FENCE CORNER, 7.0 FEET WEST OF EAST R/W
 HZ0417'FENCE, 6.0 FEET WEST OF METAL WITNESS POST AND SIGN AND ABOUT 30
 HZ0417'FEET HIGHER THAN THE EAST LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0417'AZIMUTH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 1 INCH
 HZ0417'AND STAMPED I75-T92 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0414 ***********************************************************************
 HZ0414  DESIGNATION -  I75 T 92 RM 1
 HZ0414  PID         -  HZ0414
 HZ0414  STATE/COUNTY-  KY/SCOTT
 HZ0414  USGS QUAD   -  DELAPLAIN (1993)
 HZ0414
 HZ0414                         *CURRENT SURVEY CONTROL
 HZ0414  ___________________________________________________________________
 HZ0414* NAD 83(1986)-  38 20 33.     (N)    084 34 11.     (W)     SCALED    
 HZ0414* NAVD 88     -       261.106  (meters)     856.65   (feet)  ADJUSTED  
 HZ0414  ___________________________________________________________________
 HZ0414  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0414  DYNAMIC HT  -         260.920 (meters)     856.03  (feet)  COMP
 HZ0414  MODELED GRAV-     979,910.4   (mgal)                       NAVD 88
 HZ0414
 HZ0414  VERT ORDER  -  SECOND    CLASS 0
 HZ0414
 HZ0414.The horizontal coordinates were scaled from a topographic map and have
 HZ0414.an estimated accuracy of +/- 6 seconds.
 HZ0414
 HZ0414.The orthometric height was determined by differential leveling
 HZ0414.and adjusted by the National Geodetic Survey in June 1991..
 HZ0414
 HZ0414.The geoid height was determined by GEOID03.
 HZ0414
 HZ0414.The dynamic height is computed by dividing the NAVD 88
 HZ0414.geopotential number by the normal gravity value computed on the
 HZ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0414.degrees latitude (g = 980.6199 gals.).
 HZ0414
 HZ0414.The modeled gravity was interpolated from observed gravity values.
 HZ0414
 HZ0414;                    North         East    Units  Estimated Accuracy
 HZ0414;SPC KY1Z     - 1,223,640.    1,603,170.      MT  (+/- 180 meters Scaled)
 HZ0414
 HZ0414                          SUPERSEDED SURVEY CONTROL
 HZ0414
 HZ0414  NGVD 29 (??/??/92)  261.284  (m)          857.23   (f) ADJ UNCH    2 0
 HZ0414
 HZ0414.Superseded values are not recommended for survey control.
 HZ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0414.See file dsdata.txt to determine how the superseded data were derived.
 HZ0414
 HZ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH123466(NAD 83)
 HZ0414_MARKER: DR = REFERENCE MARK DISK
 HZ0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0414_STAMPING: I75 T92 RM 1 1964
 HZ0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0414+STABILITY: SURFACE MOTION
 HZ0414
 HZ0414  HISTORY     - Date     Condition        Report By
 HZ0414  HISTORY     - 1964     MONUMENTED       PAS
 HZ0414  HISTORY     - 1965     GOOD             PAS
 HZ0414
 HZ0414                          STATION DESCRIPTION
 HZ0414
 HZ0414'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0414'4.5 MI S FROM SADIEVILLE.
 HZ0414'ABOUT 2.7 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0414'STATE HIGHWAY 32 INTERCHANGE, WHICH IS 2 MILES WEST OF SADIEVILLE,
 HZ0414'APPROXIMATELY 158 FEET WEST OF THE CENTERLINE OF WEST LANE AND
 HZ0414'1.5 FEET EAST OF THE WEST R/W FENCE.  A KENTUCKY DEPARTMENT OF
 HZ0414'HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE PROJECTING 1 INCH
 HZ0414'AND STAMPED I75-T92 R.M. 1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0416 ***********************************************************************
 HZ0416  DESIGNATION -  I75 T 92 RM 2
 HZ0416  PID         -  HZ0416
 HZ0416  STATE/COUNTY-  KY/SCOTT
 HZ0416  USGS QUAD   -  DELAPLAIN (1993)
 HZ0416
 HZ0416                         *CURRENT SURVEY CONTROL
 HZ0416  ___________________________________________________________________
 HZ0416* NAD 83(1986)-  38 20 33.     (N)    084 34 11.     (W)     SCALED    
 HZ0416* NAVD 88     -       260.739  (meters)     855.44   (feet)  ADJUSTED  
 HZ0416  ___________________________________________________________________
 HZ0416  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ0416  DYNAMIC HT  -         260.553 (meters)     854.83  (feet)  COMP
 HZ0416  MODELED GRAV-     979,910.4   (mgal)                       NAVD 88
 HZ0416
 HZ0416  VERT ORDER  -  SECOND    CLASS 0
 HZ0416
 HZ0416.The horizontal coordinates were scaled from a topographic map and have
 HZ0416.an estimated accuracy of +/- 6 seconds.
 HZ0416
 HZ0416.The orthometric height was determined by differential leveling
 HZ0416.and adjusted by the National Geodetic Survey in June 1991..
 HZ0416
 HZ0416.The geoid height was determined by GEOID03.
 HZ0416
 HZ0416.The dynamic height is computed by dividing the NAVD 88
 HZ0416.geopotential number by the normal gravity value computed on the
 HZ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0416.degrees latitude (g = 980.6199 gals.).
 HZ0416
 HZ0416.The modeled gravity was interpolated from observed gravity values.
 HZ0416
 HZ0416;                    North         East    Units  Estimated Accuracy
 HZ0416;SPC KY1Z     - 1,223,640.    1,603,170.      MT  (+/- 180 meters Scaled)
 HZ0416
 HZ0416                          SUPERSEDED SURVEY CONTROL
 HZ0416
 HZ0416  NGVD 29 (??/??/92)  260.918  (m)          856.03   (f) ADJ UNCH    2 0
 HZ0416
 HZ0416.Superseded values are not recommended for survey control.
 HZ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0416.See file dsdata.txt to determine how the superseded data were derived.
 HZ0416
 HZ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH123466(NAD 83)
 HZ0416_MARKER: DR = REFERENCE MARK DISK
 HZ0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0416_STAMPING: I75 T92 RM 2 1964
 HZ0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0416+STABILITY: SURFACE MOTION
 HZ0416
 HZ0416  HISTORY     - Date     Condition        Report By
 HZ0416  HISTORY     - 1964     MONUMENTED       PAS
 HZ0416  HISTORY     - 1965     GOOD             PAS
 HZ0416
 HZ0416                          STATION DESCRIPTION
 HZ0416
 HZ0416'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0416'4.5 MI S FROM SADIEVILLE.
 HZ0416'ABOUT 2.7 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0416'STATE HIGHWAY 32 INTERCHANGE, WHICH IS 2 MILES WEST OF SADIEVILLE,
 HZ0416'APPROXIMATELY 158 FEET WEST OF THE CENTERLINE OF WEST LANE AND
 HZ0416'1.5 FEET EAST OF THE WEST R/W FENCE.  A KENTUCKY DEPARTMENT
 HZ0416'OF HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE PROJECTING 2
 HZ0416'INCHES AND STAMPED I75-T92 R.M. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0420 ***********************************************************************
 HZ0420  DESIGNATION -  I75 T 93
 HZ0420  PID         -  HZ0420
 HZ0420  STATE/COUNTY-  KY/SCOTT
 HZ0420  USGS QUAD   -  DELAPLAIN (1993)
 HZ0420
 HZ0420                         *CURRENT SURVEY CONTROL
 HZ0420  ___________________________________________________________________
 HZ0420* NAD 83(1993)-  38 21 39.02105(N)    084 34 01.10915(W)     ADJUSTED  
 HZ0420* NAVD 88     -       261.127  (meters)     856.71   (feet)  ADJUSTED  
 HZ0420  ___________________________________________________________________
 HZ0420  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 HZ0420  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HZ0420  DYNAMIC HT  -         260.942 (meters)     856.11  (feet)  COMP
 HZ0420  MODELED GRAV-     979,912.1   (mgal)                       NAVD 88
 HZ0420
 HZ0420  HORZ ORDER  -  SECOND
 HZ0420  VERT ORDER  -  SECOND    CLASS 0
 HZ0420
 HZ0420.The horizontal coordinates were established by classical geodetic methods
 HZ0420.and adjusted by the National Geodetic Survey in December 1995..
 HZ0420
 HZ0420.The orthometric height was determined by differential leveling
 HZ0420.and adjusted by the National Geodetic Survey in June 1991..
 HZ0420
 HZ0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0420
 HZ0420.The geoid height was determined by GEOID03.
 HZ0420
 HZ0420.The dynamic height is computed by dividing the NAVD 88
 HZ0420.geopotential number by the normal gravity value computed on the
 HZ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0420.degrees latitude (g = 980.6199 gals.).
 HZ0420
 HZ0420.The modeled gravity was interpolated from observed gravity values.
 HZ0420
 HZ0420;                    North         East     Units Scale Factor Converg.
 HZ0420;SPC KY1Z     - 1,225,676.178 1,603,387.905   MT  0.99994061   +0 43 34.8
 HZ0420;SPC KY1Z     - 4,021,239.26  5,260,448.48   sFT  0.99994061   +0 43 34.8
 HZ0420;SPC KY N     -    95,598.087   472,297.354   MT  0.99996380   -0 11 49.8
 HZ0420;SPC KY N     -   313,641.39  1,549,528.90   sFT  0.99996380   -0 11 49.8
 HZ0420;UTM  16      - 4,248,654.168   712,577.010   MT  1.00015655   +1 30 37.9
 HZ0420
 HZ0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0420!SPC KY1Z     -   0.99996435  x   0.99994061  =   0.99990496
 HZ0420!SPC KY N     -   0.99996435  x   0.99996380  =   0.99992815
 HZ0420!UTM  16      -   0.99996435  x   1.00015655  =   1.00012089
 HZ0420
 HZ0420:                Primary Azimuth Mark                     Grid Az
 HZ0420:SPC KY1Z     -  SADIEVILLE ATT MICROWAVE TOWER           010 26 30.3
 HZ0420:SPC KY N     -  SADIEVILLE ATT MICROWAVE TOWER           011 21 54.9
 HZ0420:UTM  16      -  SADIEVILLE ATT MICROWAVE TOWER           009 39 27.2
 HZ0420
 HZ0420|---------------------------------------------------------------------|
 HZ0420| PID    Reference Object                     Distance      Geod. Az  |
 HZ0420|                                                           dddmmss.s |
 HZ0420| HZ2448 SADIEVILLE ATT MICROWAVE TOWER      APPROX. 1.3 KM 0111005.1 |
 HZ0420| HZ0418 I75 T 93 RM 1                        13.877 METERS 17916     |
 HZ0420| HZ0419 I75 T 93 RM 2                        13.074 METERS 27104     |
 HZ0420| HZ0421 I75 T 93 AZ MK                      APPROX. 0.9 KM 3425210.9 |
 HZ0420|---------------------------------------------------------------------|
 HZ0420
 HZ0420                          SUPERSEDED SURVEY CONTROL
 HZ0420
 HZ0420  NAD 83(1986)-  38 21 39.02641(N)    084 34 01.11856(W) AD(       ) 2
 HZ0420  NAD 27      -  38 21 38.76600(N)    084 34 01.32406(W) AD(       ) 2
 HZ0420  NGVD 29 (??/??/92)  261.305  (m)          857.30   (f) ADJ UNCH    2 0
 HZ0420
 HZ0420.Superseded values are not recommended for survey control.
 HZ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0420.See file dsdata.txt to determine how the superseded data were derived.
 HZ0420
 HZ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1257748654(NAD 83)
 HZ0420_MARKER: DD = SURVEY DISK
 HZ0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0420_SP_SET: MONUMENT
 HZ0420_STAMPING: I 75 T 93 1964
 HZ0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0420
 HZ0420  HISTORY     - Date     Condition        Report By
 HZ0420  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0420  HISTORY     - 1971     GOOD             NGS
 HZ0420  HISTORY     - 1971     GOOD             NGS
 HZ0420
 HZ0420                          STATION DESCRIPTION
 HZ0420
 HZ0420'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0420'STATION IS LOCATED ABOUT 2.75 MILES SOUTHWEST OF SADIEVILLE, ON
 HZ0420'INTERSTATE ROUTE 75, AT THE NORTHEAST END OF WEST CONCRETE BRIDGE
 HZ0420'OVER EAGLE CREEK.
 HZ0420'
 HZ0420'TO REACH THE STATION FROM THE I 75 AND STATE HIGHWAY 32 INTERCHANGE,
 HZ0420'WHICH IS ABOUT 2 MILES WEST OF SADIEVILLE, GO SOUTH ON I 75 FOR 0.8
 HZ0420'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR
 HZ0420'0.55 MILE TO BRIDGE OVER EAGLE CREEK AND STATION AT THE NORTHEAST END
 HZ0420'OF BRIDGE.
 HZ0420'
 HZ0420'STATION MARK IS 24.5 FEET EAST OF THE CENTERLINE OF WEST LANE, 10.0
 HZ0420'FEET NORTHEAST OF THE SOUTH END OF METAL GUARD RAIL, 2.0 FEET WEST
 HZ0420'OF THE NORTHEAST END OF NORTHEAST BRIDGE WINGWALL AND ABOUT LEVEL
 HZ0420'WITH WEST LANE.  THE MARK IS FLUSH AND THE DISK IS STAMPED I75 T93
 HZ0420'1964.
 HZ0420'
 HZ0420'REFERENCE MARK NO.1 IS SOUTH OF STATION, ABOUT 36 FEET SOUTHEAST OF
 HZ0420'THE NORTHEAST CORNER OF WEST BRIDGE AND 3.5 FEET EAST OF THE WEST
 HZ0420'FACE OF EAST SIDEWALK OF WEST BRIDGE.  THE MARK IS SET IN DRILL HOLE
 HZ0420'IN THE TOP OF THE EAST CONCRETE GUARD RAIL OF WEST BRIDGE AND STAMPED
 HZ0420'I75 T93 NO.1 1964.
 HZ0420'
 HZ0420'REFERENCE MARK NO.2 IS WEST OF STATION, 17.5 FEET WEST OF THE
 HZ0420'CENTERLINE OF WEST LANE, 4.5 FEET SOUTH OF THE SOUTH END OF METAL
 HZ0420'GUARD RAIL AT END OF BRIDGE AND 2.3 FEET WEST OF THE EAST FACE OF
 HZ0420'WEST SIDEWALK OF BRIDGE.  THE MARK IS SET IN DRILL HOLE IN THE NORTH
 HZ0420'END OF THE WEST SIDEWALK OF BRIDGE AND STAMPED I75 T93 NO.2 1964.
 HZ0420'
 HZ0420'AZIMUTH MARK IS ABOUT 0.55 MILE NORTH NORTHWEST OF STATION, IN A
 HZ0420'WOODED AREA BETWEEN THE DIVIDED LANES OF INTERSTATE 75, 67 FEET WEST
 HZ0420'OF THE CENTERLINE OF EAST LANE, 41.5 FEET NORTHEAST OF A 6 INCH
 HZ0420'HICKORY TREE, 38 FEET SOUTHEAST OF AN 8 INCH OAK TREE AND 1.5 FEET
 HZ0420'SOUTHEAST OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 1 INCH
 HZ0420'AND THE DISK IS STAMPED I75 T93 1964.
 HZ0420'
 HZ0420'REFERENCE MARKS ARE KENTUCKY DEPARTMENT OF HIGHWAYS DISKS SET IN
 HZ0420'DRILL HOLES AS DESCRIBED.
 HZ0420'
 HZ0420'HEIGHT OF LIGHT ABOVE STATION MARK 1.63 METERS.
 HZ0420
 HZ0420                          STATION RECOVERY (1971)
 HZ0420
 HZ0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HZ0420'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN APPARENT GOOD
 HZ0420'CONDITION.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES
 HZ0420'OBSERVED UPON ALL POINTS USING THE AZIMUTH MARK AS THE INITIAL.  IN
 HZ0420'CHECKING THE HORIZONTAL ANGLES OBSERVED THIS DATE BETWEEN THE
 HZ0420'AZIMUTH MARK AND THE REFERENCE MARKS AGAINST THE 1964 OBSERVED
 HZ0420'VALUES, A DISCREPANCY OF + 02 DEG 34.5 MIN WAS NOTED FOR
 HZ0420'REFERENCE MARK NO. 1 HORIZONTAL MEASURED DISTANCE BETWEEN THE
 HZ0420'STATION MARK AND THE REFERENCE MARKS A DISCREPANCY OF - 0.03
 HZ0420'OF A FOOT WAS NOTED FOR REFERENCE MARK NO. 1 AND - 0.25 OF A
 HZ0420'FOOT FOR REFERENCE MARK NO. 2.
 HZ0420'
 HZ0420'FOLLOWING IS A NEW AND UPDATED DESCRIPTION.
 HZ0420'
 HZ0420'THE STATION IS LOCATED ABOUT 2.75 MILES SOUTHWEST OF SADIEVILLE, IN
 HZ0420'THE MEDIAN OF INTERSTATE ROUTE 75, NEAR THE NORTHEAST CORNER OF THE
 HZ0420'WEST CONCRETE OVERPASS STRUCTURE OVER EAGLE CREEK ROAD.
 HZ0420'
 HZ0420'TO REACH THE STATION FROM THE INTERSTATE ROUTE 75 AND STATE ROUTE
 HZ0420'32 INTERCHANGE ABOUT 2 MILES WEST OF SADIEVILLE, GO SOUTH ON
 HZ0420'INTERSTATE ROUTE 75 FOR 0.8 OF A MILE TO THE AZIMUTH MARK ON THE
 HZ0420'LEFT ATOP A BANK BETWEEN THE DIVIDED LANES.  CONTINUE SOUTH ON
 HZ0420'INTERSTATE ROUTE 75 FOR 0.55 OF A MILE TO THE OVERPASS STRUCTURE
 HZ0420'AND THE STATION AS DESCRIBED.
 HZ0420'
 HZ0420'THE STATION IS 25 FEET EAST OF THE APPROXIMATE CENTER OF THE SOUTH
 HZ0420'BOUND LANES OF INTERSTATE 75, 9 FEET EAST OF A METAL GUARDRAIL, 7.7
 HZ0420'FEET NORTHEAST OF THE NORTH END OF THE EAST CONCRETE GUARDRAIL OF
 HZ0420'THE STRUCTURE, 2.0 FEET NORTH OF THE NORTHEAST END OF THE CONCRETE
 HZ0420'ABUTMENT, AND 0.7 OF A FOOT WEST OF A METAL WITNESS POST AND
 HZ0420'SIGN.  IT IS A KENTUCKY DEPARTMENT OF HIGHWAYS STATION MARK DISK SET
 HZ0420'IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 HZ0420'THE DISK IS STAMPED I-75 T-93 1964.
 HZ0420'
 HZ0420'REFERENCE MARK NO. 1 IS 33.5 FEET SOUTH OF THE SOUTH EDGE OF THE
 HZ0420'GUARDRAIL ANCHOR BLOCK, 20 FEET NORTH OF A POINT DIRECTLY ABOVE THE
 HZ0420'APPROXIMATE CENTER OF EAGLE CREEK ROAD, 18 FEET EAST OF THE
 HZ0420'APPROXIMATE CENTER OF THE SOUTH BOUND TRAFFIC LANES OF THE
 HZ0420'INTERSTATE, AND IN THE TOP OF THE EAST CONCRETE GUARDRAIL OF THE
 HZ0420'STRUCTURE.  IT IS A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE
 HZ0420'MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 HZ0420'GUARDRAIL AND THE DISK IS STAMPED I 75-T 93 NO. 1 1964.
 HZ0420'
 HZ0420'REFERENCE MARK NO. 2 IS 52 FEET NORTH OF A POINT DIRECTLY ABOVE THE
 HZ0420'APPROXIMATE CENTER OF EAGLE CREEK ROAD, 17.5 FEET WEST OF THE
 HZ0420'APPROXIMATE CENTER OF THE SOUTH BOUND LANES OF THE INTERSTATE, 2.3
 HZ0420'FEET WEST OF THE EAST FACE OF THE WEST WALKWAY, AND 0.2 OF A FOOT
 HZ0420'SOUTH OF THE SOUTH EDGE OF THE GUARDRAIL ANCHOR BLOCK.  IT IS A
 HZ0420'KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK CEMENTED IN
 HZ0420'A DRILL HOLE IN THE TOP OF THE WEST CONCRETE WALKWAY AND THE
 HZ0420'DISK IS STAMPED I 75-T 93 NO. 2 1964.
 HZ0420'
 HZ0420'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 HZ0420'REFERENCE MARK NO. 2 IS 63.55 FEET - 19.372 METERS.
 HZ0420'
 HZ0420'THE AZIMUTH MARK IS ABOUT 0.55 OF A MILE NORTH-NORTHWEST OF THE
 HZ0420'STATION ON THE TOP OF A HIGH WOODED BANK BETWEEN THE DIVIDED LANES
 HZ0420'OF INTERSTATE ROUTE 75, 67 FEET WEST OF THE APPROXIMATE CENTER OF
 HZ0420'THE NORTH BOUND TRAFFIC LANES, 41 FEET NORTHEAST OF AN 8-INCH
 HZ0420'HICKORY TREE, 38 FEET SOUTHEAST OF A 10-INCH OAK TREE, ABOUT 15
 HZ0420'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND 1.5 FEET SOUTHEAST OF A
 HZ0420'METAL WITNESS POST AND SIGN.  IT IS A KENTUCKY DEPARTMENT OF
 HZ0420'HIGHWAYS AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 HZ0420'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED I-75 T-93 1964.
 HZ0420'
 HZ0420'ALL MARKS AT THIS STATION ARE BENCH MARKS.
 HZ0420'
 HZ0420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.75 MILES
 HZ0420'SW, OF SADIEVILLE.
 HZ0420
 HZ0420                          STATION RECOVERY (1971)
 HZ0420
 HZ0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HZ0420'2.8 MI SW FROM SADIEVILLE.
 HZ0420'THIS MARK WAS RECOVERED IN GOOD CONDITION.  TO REACH THE MARK
 HZ0420'FROM THE INTERSTATE ROUTE 75 AND STATE ROUTE 32 INTERCHANGE ABOUT
 HZ0420'2 MILES WEST OF SADIEVILLE, GO SOUTH ON INTERSTATE ROUTE 75
 HZ0420'FOR 1.35 MILES TO THE EAGLE CREEK ROAD OVERPASS STRUCTURE AND THE
 HZ0420'I75-T93 TRAVERSE STATION SITE.  THE MARK IS 45.53 FEET NORTH OF
 HZ0420'I75-T93 R.M. 1, 42.90 FEET EAST OF I75-T93 R.M. 2, 25 FEET EAST OF
 HZ0420'THE APPROXIMATE CENTER OF THE SOUTH BOUND LANES OF INTERSTATE 75,
 HZ0420'9 FEET EAST OF A METAL GUARDRAIL, 7.7 FEET NORTHEAST OF THE NORTH
 HZ0420'END OF THE EAST CONCRETE GUARDRAIL OF THE STRUCTURE, 2.0 FEET
 HZ0420'NORTH OF THE NORTHEAST END OF THE CONCRETE ABUTMENT, AND 0.7 OF A
 HZ0420'FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A KENTUCKY
 HZ0420'DEPARTMENT OF HIGHWAYS STATION MARK DISK SET IN THE TOP OF A
 HZ0420'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 HZ0420'I-75 T-93 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0421 ***********************************************************************
 HZ0421  DESIGNATION -  I75 T 93 AZ MK
 HZ0421  PID         -  HZ0421
 HZ0421  STATE/COUNTY-  KY/SCOTT
 HZ0421  USGS QUAD   -  DELAPLAIN (1993)
 HZ0421
 HZ0421                         *CURRENT SURVEY CONTROL
 HZ0421  ___________________________________________________________________
 HZ0421* NAD 83(1993)-  38 22 05.54495(N)    084 34 11.49319(W)     ADJUSTED  
 HZ0421* NAVD 88     -       276.816  (meters)     908.19   (feet)  ADJUSTED  
 HZ0421  ___________________________________________________________________
 HZ0421  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HZ0421  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HZ0421  DYNAMIC HT  -         276.620 (meters)     907.54  (feet)  COMP
 HZ0421  MODELED GRAV-     979,913.0   (mgal)                       NAVD 88
 HZ0421
 HZ0421  HORZ ORDER  -  SECOND
 HZ0421  VERT ORDER  -  SECOND    CLASS 0
 HZ0421
 HZ0421.The horizontal coordinates were established by classical geodetic methods
 HZ0421.and adjusted by the National Geodetic Survey in December 1995..
 HZ0421
 HZ0421.The orthometric height was determined by differential leveling
 HZ0421.and adjusted by the National Geodetic Survey in June 1991..
 HZ0421
 HZ0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0421
 HZ0421.The geoid height was determined by GEOID03.
 HZ0421
 HZ0421.The dynamic height is computed by dividing the NAVD 88
 HZ0421.geopotential number by the normal gravity value computed on the
 HZ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0421.degrees latitude (g = 980.6199 gals.).
 HZ0421
 HZ0421.The modeled gravity was interpolated from observed gravity values.
 HZ0421
 HZ0421;                    North         East     Units Scale Factor Converg.
 HZ0421;SPC KY1Z     - 1,226,490.718 1,603,125.496   MT  0.99994170   +0 43 28.4
 HZ0421;SPC KY1Z     - 4,023,911.63  5,259,587.56   sFT  0.99994170   +0 43 28.4
 HZ0421;SPC KY N     -    96,416.769   472,048.102   MT  0.99996357   -0 11 56.3
 HZ0421;SPC KY N     -   316,327.35  1,548,711.15   sFT  0.99996357   -0 11 56.3
 HZ0421;UTM  16      - 4,249,465.214   712,303.418   MT  1.00015511   +1 30 32.3
 HZ0421
 HZ0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0421!SPC KY1Z     -   0.99996189  x   0.99994170  =   0.99990359
 HZ0421!SPC KY N     -   0.99996189  x   0.99996357  =   0.99992546
 HZ0421!UTM  16      -   0.99996189  x   1.00015511  =   1.00011699
 HZ0421
 HZ0421:                Primary Azimuth Mark                     Grid Az
 HZ0421:SPC KY1Z     -  I75 T 93                                 162 08 36.0
 HZ0421:SPC KY N     -  I75 T 93                                 163 04 00.7
 HZ0421:UTM  16      -  I75 T 93                                 161 21 32.1
 HZ0421
 HZ0421|---------------------------------------------------------------------|
 HZ0421| PID    Reference Object                     Distance      Geod. Az  |
 HZ0421|                                                           dddmmss.s |
 HZ0421| HZ0420 I75 T 93                            APPROX. 0.9 KM 1625204.4 |
 HZ0421|---------------------------------------------------------------------|
 HZ0421
 HZ0421                          SUPERSEDED SURVEY CONTROL
 HZ0421
 HZ0421  NAD 83(1986)-  38 22 05.55007(N)    084 34 11.50251(W) AD(       ) 2
 HZ0421  NAD 27      -  38 22 05.28992(N)    084 34 11.70729(W) AD(       ) 2
 HZ0421  NGVD 29 (??/??/92)  276.994  (m)          908.77   (f) ADJ UNCH    2 0
 HZ0421
 HZ0421.Superseded values are not recommended for survey control.
 HZ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0421.See file dsdata.txt to determine how the superseded data were derived.
 HZ0421
 HZ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1230349465(NAD 83)
 HZ0421_MARKER: DZ = AZIMUTH MARK DISK
 HZ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0421_STAMPING: I75 T93 1964
 HZ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0421+STABILITY: SURFACE MOTION
 HZ0421
 HZ0421  HISTORY     - Date     Condition        Report By
 HZ0421  HISTORY     - 1965     MONUMENTED       KYHD
 HZ0421  HISTORY     - 1965     GOOD             PAS
 HZ0421  HISTORY     - 1971     GOOD             NGS
 HZ0421
 HZ0421                          STATION DESCRIPTION
 HZ0421
 HZ0421'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965 (EB)
 HZ0421'STATION IS LOCATED ABOUT 2.25 MILES SOUTHWEST OF SADIEVILLE.  IT IS
 HZ0421'ON A HIGH BANK IN A WOODED AREA BETWEEN THE DIVIDED LANES OF
 HZ0421'INTERSTATE ROUTE 75.
 HZ0421'
 HZ0421'TO REACH THE STATION FROM THE I 75 AND STATE HIGHWAY 32 INTERCHANGE,
 HZ0421'WHICH IS ABOUT 2 MILES WEST OF SADIEVILLE, GO SOUTH ON INTERSTATE
 HZ0421'75.  FOR 0.8 MILE TO STATION ON LEFT.
 HZ0421'
 HZ0421'STATION MARK IS 67.0 FEET WEST OF THE CENTERLINE OF THE EAST LANE,
 HZ0421'41.5 FEET NORTHEAST OF A 6 INCH HICKORY, 38.0 FEET SOUTHEAST OF AN 8
 HZ0421'INCH OAK, 1.5 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN AND
 HZ0421'ABOUT 15 FEET HIGHER THAN EAST LANE.
 HZ0421'
 HZ0421'A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN THE TOP OF
 HZ0421'A CONCRETE POST PROJECTING 1 INCH AND STAMPED I75 T93 1964.
 HZ0421'
 HZ0421'HEIGHT OF LIGHT ABOVE STATION MARK 1.66 METERS.
 HZ0421
 HZ0421                          STATION RECOVERY (1965)
 HZ0421
 HZ0421'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0421'2.2 MI SW FROM SADIEVILLE.
 HZ0421'ABOUT 0.8 MILE SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0421'AND STATE HIGHWAY 32 INTERCHANGE, WHICH IS ABOUT 2 MILES WEST OF
 HZ0421'SADIEVILLE, 67.0 FEET WEST OF THE CENTERLINE OF THE EAST LANE,
 HZ0421'41.5 FEET NORTHEAST OF A 6 INCH HICKORY, 28.0 FEET SOUTHEAST OF
 HZ0421'AN 8 INCH OAK, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST AND
 HZ0421'SIGN AND ABOUT 15 FEET HIGHER THAN THE EAST LANE.  A KENTUCKY
 HZ0421'DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN THE TOP OF A
 HZ0421'CONCRETE POST PROJECTING 1 INCH AND STAMPED I75-T93 1964.
 HZ0421
 HZ0421                          STATION RECOVERY (1971)
 HZ0421
 HZ0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HZ0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0418 ***********************************************************************
 HZ0418  DESIGNATION -  I75 T 93 RM 1
 HZ0418  PID         -  HZ0418
 HZ0418  STATE/COUNTY-  KY/SCOTT
 HZ0418  USGS QUAD   -  DELAPLAIN (1993)
 HZ0418
 HZ0418                         *CURRENT SURVEY CONTROL
 HZ0418  ___________________________________________________________________
 HZ0418* NAD 83(1986)-  38 21 39.     (N)    084 34 01.     (W)     SCALED    
 HZ0418* NAVD 88     -       262.313  (meters)     860.61   (feet)  ADJUSTED  
 HZ0418  ___________________________________________________________________
 HZ0418  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HZ0418  DYNAMIC HT  -         262.126 (meters)     859.99  (feet)  COMP
 HZ0418  MODELED GRAV-     979,912.2   (mgal)                       NAVD 88
 HZ0418
 HZ0418  VERT ORDER  -  SECOND    CLASS 0
 HZ0418
 HZ0418.The horizontal coordinates were scaled from a topographic map and have
 HZ0418.an estimated accuracy of +/- 6 seconds.
 HZ0418
 HZ0418.The orthometric height was determined by differential leveling
 HZ0418.and adjusted by the National Geodetic Survey in June 1991..
 HZ0418
 HZ0418.The geoid height was determined by GEOID03.
 HZ0418
 HZ0418.The dynamic height is computed by dividing the NAVD 88
 HZ0418.geopotential number by the normal gravity value computed on the
 HZ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0418.degrees latitude (g = 980.6199 gals.).
 HZ0418
 HZ0418.The modeled gravity was interpolated from observed gravity values.
 HZ0418
 HZ0418;                    North         East    Units  Estimated Accuracy
 HZ0418;SPC KY1Z     - 1,225,680.    1,603,390.      MT  (+/- 180 meters Scaled)
 HZ0418
 HZ0418                          SUPERSEDED SURVEY CONTROL
 HZ0418
 HZ0418  NGVD 29 (??/??/92)  262.491  (m)          861.19   (f) ADJ UNCH    2 0
 HZ0418
 HZ0418.Superseded values are not recommended for survey control.
 HZ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0418.See file dsdata.txt to determine how the superseded data were derived.
 HZ0418
 HZ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH125486(NAD 83)
 HZ0418_MARKER: DR = REFERENCE MARK DISK
 HZ0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0418_SP_SET: CONCRETE GUARDRAIL
 HZ0418_STAMPING: I75 T93 NO 1 1964
 HZ0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0418
 HZ0418  HISTORY     - Date     Condition        Report By
 HZ0418  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0418  HISTORY     - 1971     GOOD             NGS
 HZ0418
 HZ0418                          STATION DESCRIPTION
 HZ0418
 HZ0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HZ0418'2.8 MI SW FROM SADIEVILLE.
 HZ0418'THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT THE I75-T93
 HZ0418'1964 TRAVERSE STATION SITE, 63.55 FEET SOUTHEAST OF I75-T93 R.M. 2,
 HZ0418'45.53 FEET SOUTH OF I75-T93, 33.5 FEET SOUTH OF THE SOUTH EDGE OF
 HZ0418'A GUARDRAIL ANCHOR BLOCK, 20 FEET NORTH OF A POINT DIRECTLY ABOVE
 HZ0418'THE APPROXIMATE CENTER OF EAGLE CREEK ROAD, 18 FEET EAST OF THE
 HZ0418'APPROXIMATE CENTER OF THE SOUTH BOUND TRAFFIC LANES OF INTERSTATE
 HZ0418'ROUTE 75, AND IN THE TOP OF THE EAST CONCRETE GUARDRAIL OF THE
 HZ0418'STRUCTURE.  IT IS A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK
 HZ0418'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE GUARDRAIL
 HZ0418'AND THE DISK IS STAMPED I75-T93 NO. 1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0419 ***********************************************************************
 HZ0419  DESIGNATION -  I75 T 93 RM 2
 HZ0419  PID         -  HZ0419
 HZ0419  STATE/COUNTY-  KY/SCOTT
 HZ0419  USGS QUAD   -  DELAPLAIN (1993)
 HZ0419
 HZ0419                         *CURRENT SURVEY CONTROL
 HZ0419  ___________________________________________________________________
 HZ0419* NAD 83(1986)-  38 21 39.     (N)    084 34 01.     (W)     SCALED    
 HZ0419* NAVD 88     -       261.227  (meters)     857.04   (feet)  ADJUSTED  
 HZ0419  ___________________________________________________________________
 HZ0419  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HZ0419  DYNAMIC HT  -         261.042 (meters)     856.44  (feet)  COMP
 HZ0419  MODELED GRAV-     979,912.2   (mgal)                       NAVD 88
 HZ0419
 HZ0419  VERT ORDER  -  SECOND    CLASS 0
 HZ0419
 HZ0419.The horizontal coordinates were scaled from a topographic map and have
 HZ0419.an estimated accuracy of +/- 6 seconds.
 HZ0419
 HZ0419.The orthometric height was determined by differential leveling
 HZ0419.and adjusted by the National Geodetic Survey in June 1991..
 HZ0419
 HZ0419.The geoid height was determined by GEOID03.
 HZ0419
 HZ0419.The dynamic height is computed by dividing the NAVD 88
 HZ0419.geopotential number by the normal gravity value computed on the
 HZ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0419.degrees latitude (g = 980.6199 gals.).
 HZ0419
 HZ0419.The modeled gravity was interpolated from observed gravity values.
 HZ0419
 HZ0419;                    North         East    Units  Estimated Accuracy
 HZ0419;SPC KY1Z     - 1,225,680.    1,603,390.      MT  (+/- 180 meters Scaled)
 HZ0419
 HZ0419                          SUPERSEDED SURVEY CONTROL
 HZ0419
 HZ0419  NGVD 29 (??/??/92)  261.405  (m)          857.63   (f) ADJ UNCH    2 0
 HZ0419
 HZ0419.Superseded values are not recommended for survey control.
 HZ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0419.See file dsdata.txt to determine how the superseded data were derived.
 HZ0419
 HZ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH125486(NAD 83)
 HZ0419_MARKER: DR = REFERENCE MARK DISK
 HZ0419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0419_SP_SET: WALKWAY
 HZ0419_STAMPING: I75 T93 NO 2 1964
 HZ0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0419
 HZ0419  HISTORY     - Date     Condition        Report By
 HZ0419  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0419  HISTORY     - 1971     GOOD             PAS
 HZ0419
 HZ0419                          STATION DESCRIPTION
 HZ0419
 HZ0419'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1971
 HZ0419'2.8 MI SW FROM SADIEVILLE.
 HZ0419'THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT THE I75-T93
 HZ0419'1964 TRAVERSE STATION SITE, 63.55 FEET NORTHWEST OF I75-T93 R.M.
 HZ0419'1, 52 FEET NORTH OF A POINT DIRECTLY ABOVE THE APPROXIMATE CENTER
 HZ0419'OF EAGLE CREEK ROAD, 42.90 FEET WEST OF I75-T93, 17.5 FEET WEST OF
 HZ0419'THE APPROXIMATE CENTER OF THE SOUTH BOUND TRAFFIC LANES OF INTERSTATE
 HZ0419'ROUTE 75, 2.3 FEET WEST OF THE EAST FACE OF THE WEST WALKWAY,
 HZ0419'AND 0.2 OF A FOOT SOUTH OF THE SOUTH EDGE OF THE GUARDRAIL ANCHOR
 HZ0419'BLOCK.  IT IS A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK
 HZ0419'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE WEST CONCRETE
 HZ0419'WALKWAY AND THE DISK IS STAMPED I75-T93 NO. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0423 ***********************************************************************
 HZ0423  DESIGNATION -  I75 T 94
 HZ0423  PID         -  HZ0423
 HZ0423  STATE/COUNTY-  KY/SCOTT
 HZ0423  USGS QUAD   -  SADIEVILLE (1978)
 HZ0423
 HZ0423                         *CURRENT SURVEY CONTROL
 HZ0423  ___________________________________________________________________
 HZ0423* NAD 83(1993)-  38 22 48.14172(N)    084 34 16.85956(W)     ADJUSTED  
 HZ0423* NAVD 88     -       285.732  (meters)     937.44   (feet)  ADJUSTED  
 HZ0423  ___________________________________________________________________
 HZ0423  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 HZ0423  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ0423  DYNAMIC HT  -         285.530 (meters)     936.78  (feet)  COMP
 HZ0423  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 HZ0423
 HZ0423  HORZ ORDER  -  SECOND
 HZ0423  VERT ORDER  -  SECOND    CLASS 0
 HZ0423
 HZ0423.The horizontal coordinates were established by classical geodetic methods
 HZ0423.and adjusted by the National Geodetic Survey in December 1995..
 HZ0423
 HZ0423.The orthometric height was determined by differential leveling
 HZ0423.and adjusted by the National Geodetic Survey in June 1991..
 HZ0423
 HZ0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0423
 HZ0423.The geoid height was determined by GEOID03.
 HZ0423
 HZ0423.The dynamic height is computed by dividing the NAVD 88
 HZ0423.geopotential number by the normal gravity value computed on the
 HZ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0423.degrees latitude (g = 980.6199 gals.).
 HZ0423
 HZ0423.The modeled gravity was interpolated from observed gravity values.
 HZ0423
 HZ0423;                    North         East     Units Scale Factor Converg.
 HZ0423;SPC KY1Z     - 1,227,802.335 1,602,978.656   MT  0.99994349   +0 43 25.1
 HZ0423;SPC KY1Z     - 4,028,214.83  5,259,105.81   sFT  0.99994349   +0 43 25.1
 HZ0423;SPC KY N     -    97,730.609   471,922.419   MT  0.99996323   -0 11 59.6
 HZ0423;SPC KY N     -   320,637.84  1,548,298.80   sFT  0.99996323   -0 11 59.6
 HZ0423;UTM  16      - 4,250,774.974   712,138.595   MT  1.00015425   +1 30 30.4
 HZ0423
 HZ0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0423!SPC KY1Z     -   0.99996049  x   0.99994349  =   0.99990398
 HZ0423!SPC KY N     -   0.99996049  x   0.99996323  =   0.99992372
 HZ0423!UTM  16      -   0.99996049  x   1.00015425  =   1.00011473
 HZ0423
 HZ0423:                Primary Azimuth Mark                     Grid Az
 HZ0423:SPC KY1Z     -  SADIEVILLE ATT MICROWAVE TOWER           143 40 44.0
 HZ0423:SPC KY N     -  SADIEVILLE ATT MICROWAVE TOWER           144 36 08.7
 HZ0423:UTM  16      -  SADIEVILLE ATT MICROWAVE TOWER           142 53 38.7
 HZ0423
 HZ0423|---------------------------------------------------------------------|
 HZ0423| PID    Reference Object                     Distance      Geod. Az  |
 HZ0423|                                                           dddmmss.s |
 HZ0423| HZ2448 SADIEVILLE ATT MICROWAVE TOWER      APPROX. 1.1 KM 1442409.1 |
 HZ0423| HZ0421 I75 T 93 AZ MK                      APPROX. 1.3 KM 1742008.8 |
 HZ0423| HZ0422 I75 T 94 RM 2                        12.801 METERS 26225     |
 HZ0423| HZ0425 I75 T 94 AZ MK                                     3404101.2 |
 HZ0423| HZ0424 I75 T 94 RM 1                        17.962 METERS 34904     |
 HZ0423|---------------------------------------------------------------------|
 HZ0423
 HZ0423                          SUPERSEDED SURVEY CONTROL
 HZ0423
 HZ0423  NAD 83(1986)-  38 22 48.14664(N)    084 34 16.86885(W) AD(       ) 2
 HZ0423  NAD 27      -  38 22 47.88696(N)    084 34 17.07320(W) AD(       ) 2
 HZ0423  NGVD 29 (??/??/92)  285.910  (m)          938.02   (f) ADJ UNCH    2 0
 HZ0423
 HZ0423.Superseded values are not recommended for survey control.
 HZ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0423.See file dsdata.txt to determine how the superseded data were derived.
 HZ0423
 HZ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1213950775(NAD 83)
 HZ0423_MARKER: DD = SURVEY DISK
 HZ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0423_STAMPING: I75 T94 1964
 HZ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0423+STABILITY: SURFACE MOTION
 HZ0423
 HZ0423  HISTORY     - Date     Condition        Report By
 HZ0423  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0423  HISTORY     - 1965     GOOD             PAS
 HZ0423
 HZ0423                          STATION DESCRIPTION
 HZ0423
 HZ0423'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0423'STATION IS LOCATED AT THE INTERSTATE ROUTE 75 AND STATE HIGHWAY 32
 HZ0423'INTERCHANGE, WHICH IS ABOUT 2 MILES WEST OF SADIEVILLE.
 HZ0423'
 HZ0423'STATION MARK IS IN THE NORTHWEST QUADRANT OF THE INTERCHANGE,
 HZ0423'APPROXIMATELY 250 FEET NORTHWEST OF THE WEST END OF BRIDGE OVER I 75
 HZ0423'APPROXIMATELY 125 FEET EAST OF CENTER OF THE NORTHWEST RAMP, 2.0
 HZ0423'FEET EAST OF METAL WITNESS POST AND SIGN AND ABOUT 35 FEET HIGHER
 HZ0423'THAN THE WEST LANE.  THE MARK PROJECTS 1 INCH AND IS STAMPED I75 T94
 HZ0423'1964.
 HZ0423'
 HZ0423'REFERENCE MARK NO.1 IS NORTH OF STATION, APPROXIMATELY 120 FEET EAST
 HZ0423'OF THE CENTER OF THE NORTHWEST RAMP AND ABOUT 3 FEET LOWER THAN
 HZ0423'STATION.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I75 T94
 HZ0423'NO. 1 1964.
 HZ0423'
 HZ0423'REFERENCE MARK NO.2 IS WEST OF STATION, APPROXIMATELY 83 FEET EAST OF
 HZ0423'THE CENTER OF THE NORTHWEST RAMP AND ABOUT 20 FEET HIGHER THAN RAMP.
 HZ0423'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED I75 T94 NO.2
 HZ0423'1964.
 HZ0423'
 HZ0423'TO REACH AZIMUTH MARK FROM THE I75 AND STATE HIGHWAY NO.32
 HZ0423'INTERCHANGE, GO NORTHWEST ON INTERSTATE 75 FOR 0.9 MILE TO MARK ON
 HZ0423'LEFT.
 HZ0423'
 HZ0423'AZIMUTH MARK IS ABOUT 0.9 MILE NORTHWEST OF STATION, 56 FEET WEST OF
 HZ0423'THE CENTERLINE OF THE WEST LANE, 52 FEET EAST OF THE WEST R/W FENCE,
 HZ0423'2.5 FEET NORTHEAST OF METAL WITNESS POST AND SIGN AND ABOUT 7 FEET
 HZ0423'HIGHER THAN WEST LANE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 HZ0423'STAMPED I75 T94 1964.
 HZ0423'
 HZ0423'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ0423'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HZ0423'
 HZ0423'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 HZ0423
 HZ0423                          STATION RECOVERY (1965)
 HZ0423
 HZ0423'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0423'2 MI W FROM SADIEVILLE.
 HZ0423'ABOUT 2 MILES WEST OF SADIEVILLE IN THE NORTHWEST QUADRANT OF
 HZ0423'THE I-75 AND STATE HIGHWAY 32 INTERCHANGE, APPROXIMATELY 250
 HZ0423'FEET NORTHWEST OF WEST END OF BRIDGE OVER I-75, APPROXIMATELY 125
 HZ0423'FEET EAST OF CENTER OF THE NORTHWEST RAMP, 2.0 FEET EAST OF METAL
 HZ0423'WITNESS POST AND SIGN AND ABOUT 35 FEET HIGHER THAN THE WEST LANE.
 HZ0423'A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN CONCRETE
 HZ0423'PROJECTING 1 INCH AND STAMPED I75-T94 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0425 ***********************************************************************
 HZ0425  DESIGNATION -  I75 T 94 AZ MK
 HZ0425  PID         -  HZ0425
 HZ0425  STATE/COUNTY-  KY/SCOTT
 HZ0425  USGS QUAD   -  SADIEVILLE (1978)
 HZ0425
 HZ0425                         *CURRENT SURVEY CONTROL
 HZ0425  ___________________________________________________________________
 HZ0425* NAD 83(1986)-  38 23 27.     (N)    084 34 35.     (W)     SCALED    
 HZ0425* NAVD 88     -       262.946  (meters)     862.68   (feet)  ADJUSTED  
 HZ0425  ___________________________________________________________________
 HZ0425  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ0425  DYNAMIC HT  -         262.760 (meters)     862.07  (feet)  COMP
 HZ0425  MODELED GRAV-     979,914.7   (mgal)                       NAVD 88
 HZ0425
 HZ0425  VERT ORDER  -  SECOND    CLASS 0
 HZ0425
 HZ0425.The horizontal coordinates were scaled from a topographic map and have
 HZ0425.an estimated accuracy of +/- 6 seconds.
 HZ0425
 HZ0425.The orthometric height was determined by differential leveling
 HZ0425.and adjusted by the National Geodetic Survey in June 1991..
 HZ0425
 HZ0425.The geoid height was determined by GEOID03.
 HZ0425
 HZ0425.The dynamic height is computed by dividing the NAVD 88
 HZ0425.geopotential number by the normal gravity value computed on the
 HZ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0425.degrees latitude (g = 980.6199 gals.).
 HZ0425
 HZ0425.The modeled gravity was interpolated from observed gravity values.
 HZ0425
 HZ0425;                    North         East    Units  Estimated Accuracy
 HZ0425;SPC KY1Z     - 1,229,000.    1,602,520.      MT  (+/- 180 meters Scaled)
 HZ0425
 HZ0425                          SUPERSEDED SURVEY CONTROL
 HZ0425
 HZ0425  NGVD 29 (??/??/92)  263.122  (m)          863.26   (f) ADJ UNCH    2 0
 HZ0425
 HZ0425.Superseded values are not recommended for survey control.
 HZ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0425.See file dsdata.txt to determine how the superseded data were derived.
 HZ0425
 HZ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH116519(NAD 83)
 HZ0425_MARKER: DZ = AZIMUTH MARK DISK
 HZ0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0425_STAMPING: I75 T94 1964
 HZ0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0425+STABILITY: SURFACE MOTION
 HZ0425
 HZ0425  HISTORY     - Date     Condition        Report By
 HZ0425  HISTORY     - 1964     MONUMENTED       PAS
 HZ0425  HISTORY     - 1965     GOOD             PAS
 HZ0425
 HZ0425                          STATION DESCRIPTION
 HZ0425
 HZ0425'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0425'2.5 MI NW FROM SADIEVILLE.
 HZ0425'ABOUT 0.9 MILE NORTHWEST ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0425'AND STATE HIGHWAY 32 INTERCHANGE, WHICH IS ABOUT 2 MILES WEST OF
 HZ0425'SADIEVILLE, 56.0 FEET WEST OF THE CENTERLINE OF WEST LANE, 52
 HZ0425'FEET EAST OF THE WEST R/W FENCE, 2.5 FEET NORTHEAST OF METAL
 HZ0425'WITNESS POST AND SIGN AND ABOUT 7 FEET HIGHER THAN WEST LANE.
 HZ0425'A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN CONCRETE
 HZ0425'PROJECTING 1 INCH AND STAMPED I75-T94 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0424 ***********************************************************************
 HZ0424  DESIGNATION -  I75 T 94 RM 1
 HZ0424  PID         -  HZ0424
 HZ0424  STATE/COUNTY-  KY/SCOTT
 HZ0424  USGS QUAD   -  SADIEVILLE (1978)
 HZ0424
 HZ0424                         *CURRENT SURVEY CONTROL
 HZ0424  ___________________________________________________________________
 HZ0424* NAD 83(1986)-  38 22 48.     (N)    084 34 18.     (W)     SCALED    
 HZ0424* NAVD 88     -       285.111  (meters)     935.40   (feet)  ADJUSTED  
 HZ0424  ___________________________________________________________________
 HZ0424  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ0424  DYNAMIC HT  -         284.909 (meters)     934.74  (feet)  COMP
 HZ0424  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 HZ0424
 HZ0424  VERT ORDER  -  SECOND    CLASS 0
 HZ0424
 HZ0424.The horizontal coordinates were scaled from a topographic map and have
 HZ0424.an estimated accuracy of +/- 6 seconds.
 HZ0424
 HZ0424.The orthometric height was determined by differential leveling
 HZ0424.and adjusted by the National Geodetic Survey in June 1991..
 HZ0424
 HZ0424.The geoid height was determined by GEOID03.
 HZ0424
 HZ0424.The dynamic height is computed by dividing the NAVD 88
 HZ0424.geopotential number by the normal gravity value computed on the
 HZ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0424.degrees latitude (g = 980.6199 gals.).
 HZ0424
 HZ0424.The modeled gravity was interpolated from observed gravity values.
 HZ0424
 HZ0424;                    North         East    Units  Estimated Accuracy
 HZ0424;SPC KY1Z     - 1,227,800.    1,602,950.      MT  (+/- 180 meters Scaled)
 HZ0424
 HZ0424                          SUPERSEDED SURVEY CONTROL
 HZ0424
 HZ0424  NGVD 29 (??/??/92)  285.288  (m)          935.98   (f) ADJ UNCH    2 0
 HZ0424
 HZ0424.Superseded values are not recommended for survey control.
 HZ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0424.See file dsdata.txt to determine how the superseded data were derived.
 HZ0424
 HZ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH121507(NAD 83)
 HZ0424_MARKER: DR = REFERENCE MARK DISK
 HZ0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0424_STAMPING: I75 T94 RM 1 1964
 HZ0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0424+STABILITY: SURFACE MOTION
 HZ0424
 HZ0424  HISTORY     - Date     Condition        Report By
 HZ0424  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0424  HISTORY     - 1965     GOOD             PAS
 HZ0424
 HZ0424                          STATION DESCRIPTION
 HZ0424
 HZ0424'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0424'2 MI W FROM SADIEVILLE.
 HZ0424'ABOUT 2 MILES WEST OF SADIEVILLE AT THE INTERSTATE ROUTE 75 AND
 HZ0424'STATE HIGHWAY 32 INTERCHANGE, APPROXIMATELY 120 FEET EAST OF THE
 HZ0424'CENTER OF THE NORTHWEST RAMP.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0424'REFERENCE MARK DISK SET IN CONCRETE PROJECTING 1 INCH AND STAMPED
 HZ0424'I75-T94 R.M. 1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0422 ***********************************************************************
 HZ0422  DESIGNATION -  I75 T 94 RM 2
 HZ0422  PID         -  HZ0422
 HZ0422  STATE/COUNTY-  KY/SCOTT
 HZ0422  USGS QUAD   -  SADIEVILLE (1978)
 HZ0422
 HZ0422                         *CURRENT SURVEY CONTROL
 HZ0422  ___________________________________________________________________
 HZ0422* NAD 83(1986)-  38 22 48.     (N)    084 34 18.     (W)     SCALED    
 HZ0422* NAVD 88     -       284.022  (meters)     931.83   (feet)  ADJUSTED  
 HZ0422  ___________________________________________________________________
 HZ0422  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ0422  DYNAMIC HT  -         283.821 (meters)     931.17  (feet)  COMP
 HZ0422  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 HZ0422
 HZ0422  VERT ORDER  -  SECOND    CLASS 0
 HZ0422
 HZ0422.The horizontal coordinates were scaled from a topographic map and have
 HZ0422.an estimated accuracy of +/- 6 seconds.
 HZ0422
 HZ0422.The orthometric height was determined by differential leveling
 HZ0422.and adjusted by the National Geodetic Survey in June 1991..
 HZ0422
 HZ0422.The geoid height was determined by GEOID03.
 HZ0422
 HZ0422.The dynamic height is computed by dividing the NAVD 88
 HZ0422.geopotential number by the normal gravity value computed on the
 HZ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0422.degrees latitude (g = 980.6199 gals.).
 HZ0422
 HZ0422.The modeled gravity was interpolated from observed gravity values.
 HZ0422
 HZ0422;                    North         East    Units  Estimated Accuracy
 HZ0422;SPC KY1Z     - 1,227,800.    1,602,950.      MT  (+/- 180 meters Scaled)
 HZ0422
 HZ0422                          SUPERSEDED SURVEY CONTROL
 HZ0422
 HZ0422  NGVD 29 (??/??/92)  284.200  (m)          932.41   (f) ADJ UNCH    2 0
 HZ0422
 HZ0422.Superseded values are not recommended for survey control.
 HZ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0422.See file dsdata.txt to determine how the superseded data were derived.
 HZ0422
 HZ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH121507(NAD 83)
 HZ0422_MARKER: DR = REFERENCE MARK DISK
 HZ0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0422_STAMPING: I75 T94 RM 2 1964
 HZ0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0422+STABILITY: SURFACE MOTION
 HZ0422
 HZ0422  HISTORY     - Date     Condition        Report By
 HZ0422  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0422  HISTORY     - 1965     GOOD             PAS
 HZ0422
 HZ0422                          STATION DESCRIPTION
 HZ0422
 HZ0422'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0422'2 MI W FROM SADIEVILLE.
 HZ0422'ABOUT 2 MILES WEST OF SADIEVILLE AT THE INTERSTATE ROUTE 75 AND
 HZ0422'STATE HIGHWAY 32 INTERCHANGE, APPROXIMATELY 83 FEET EAST OF THE
 HZ0422'CENTER OF THE NORTHWEST RAMP AND ABOUT 20 FEET HIGHER THAN THE
 HZ0422'RAMP.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET
 HZ0422'IN CONCRETE PROJECTING 2 INCHES AND STAMPED I75-T94 R.M. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0428 ***********************************************************************
 HZ0428  DESIGNATION -  I75 T 95
 HZ0428  PID         -  HZ0428
 HZ0428  STATE/COUNTY-  KY/SCOTT
 HZ0428  USGS QUAD   -  SADIEVILLE (1978)
 HZ0428
 HZ0428                         *CURRENT SURVEY CONTROL
 HZ0428  ___________________________________________________________________
 HZ0428* NAD 83(1993)-  38 24 48.23876(N)    084 34 48.63993(W)     ADJUSTED  
 HZ0428* NAVD 88     -       276.897  (meters)     908.45   (feet)  ADJUSTED  
 HZ0428  ___________________________________________________________________
 HZ0428  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 HZ0428  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0428  DYNAMIC HT  -         276.702 (meters)     907.81  (feet)  COMP
 HZ0428  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 HZ0428
 HZ0428  HORZ ORDER  -  SECOND
 HZ0428  VERT ORDER  -  SECOND    CLASS 0
 HZ0428
 HZ0428.The horizontal coordinates were established by classical geodetic methods
 HZ0428.and adjusted by the National Geodetic Survey in December 1995..
 HZ0428
 HZ0428.The orthometric height was determined by differential leveling
 HZ0428.and adjusted by the National Geodetic Survey in June 1991..
 HZ0428
 HZ0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0428
 HZ0428.The geoid height was determined by GEOID03.
 HZ0428
 HZ0428.The dynamic height is computed by dividing the NAVD 88
 HZ0428.geopotential number by the normal gravity value computed on the
 HZ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0428.degrees latitude (g = 980.6199 gals.).
 HZ0428
 HZ0428.The modeled gravity was interpolated from observed gravity values.
 HZ0428
 HZ0428;                    North         East     Units Scale Factor Converg.
 HZ0428;SPC KY1Z     - 1,231,495.265 1,602,160.988   MT  0.99994878   +0 43 05.6
 HZ0428;SPC KY1Z     - 4,040,330.72  5,256,423.17   sFT  0.99994878   +0 43 05.6
 HZ0428;SPC KY N     -   101,436.301   471,164.371   MT  0.99996252   -0 12 19.4
 HZ0428;SPC KY N     -   332,795.60  1,545,811.77   sFT  0.99996252   -0 12 19.4
 HZ0428;UTM  16      - 4,254,457.108   711,270.210   MT  1.00014972   +1 30 14.6
 HZ0428
 HZ0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0428!SPC KY1Z     -   0.99996188  x   0.99994878  =   0.99991066
 HZ0428!SPC KY N     -   0.99996188  x   0.99996252  =   0.99992440
 HZ0428!UTM  16      -   0.99996188  x   1.00014972  =   1.00011159
 HZ0428
 HZ0428|---------------------------------------------------------------------|
 HZ0428| PID    Reference Object                     Distance      Geod. Az  |
 HZ0428|                                                           dddmmss.s |
 HZ0428| HZ0429 I75 T 95 RM 1                        19.418 METERS 00956     |
 HZ0428| HZ0430 I75 T 95 AZ MK                      APPROX. 1.5 KM 0104733.1 |
 HZ0428| HZ2448 SADIEVILLE ATT MICROWAVE TOWER      APPROX. 4.8 KM 1630001.7 |
 HZ0428| HZ0427 I75 T 95 RM 2                        16.641 METERS 27529     |
 HZ0428|---------------------------------------------------------------------|
 HZ0428
 HZ0428                          SUPERSEDED SURVEY CONTROL
 HZ0428
 HZ0428  NAD 83(1986)-  38 24 48.24359(N)    084 34 48.64909(W) AD(       ) 2
 HZ0428  NAD 27      -  38 24 47.98644(N)    084 34 48.85239(W) AD(       ) 2
 HZ0428  NGVD 29 (??/??/92)  277.072  (m)          909.03   (f) ADJ UNCH    2 0
 HZ0428
 HZ0428.Superseded values are not recommended for survey control.
 HZ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0428.See file dsdata.txt to determine how the superseded data were derived.
 HZ0428
 HZ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1127054457(NAD 83)
 HZ0428_MARKER: DD = SURVEY DISK
 HZ0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0428_STAMPING: I75 T95 1964
 HZ0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0428+STABILITY: SURFACE MOTION
 HZ0428
 HZ0428  HISTORY     - Date     Condition        Report By
 HZ0428  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0428  HISTORY     - 1965     GOOD             PAS
 HZ0428  HISTORY     - 19970605 GOOD             WOOLPT
 HZ0428
 HZ0428                          STATION DESCRIPTION
 HZ0428
 HZ0428'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0428'STATION IS LOCATED ABOUT 2.75 MILES NORTHWEST OF SADIEVILLE ON A HIGH
 HZ0428'CUT BANK IN MEDIAN BETWEEN THE EAST AND WEST LANES OF INTERSTATE
 HZ0428'ROUTE 75.
 HZ0428'
 HZ0428'TO REACH THE STATION FROM THE I 75 AND STATE HIGHWAY 32 INTERCHANGE,
 HZ0428'WHICH IS ABOUT 2 MILES WEST OF SADIEVILLE, GO NORTH ON I 75 FOR 2.55
 HZ0428'MILES TO STATION ON LEFT.
 HZ0428'
 HZ0428'STATION MARK IS APPROXIMATELY 153 FEET WEST OF THE CENTERLINE OF EAST
 HZ0428'LANE, 1.5 FEET NORTHEAST OF METAL WITNESS POST AND SIGN AND
 HZ0428'APPROXIMATELY 35 FEET HIGHER THAN EAST LANE.  THE MARK IS SET FLUSH
 HZ0428'IN CONCRETE AND DISK IS STAMPED I75 T95 1964.
 HZ0428'
 HZ0428'REFERENCE MARK NO.1 IS NORTH OF STATION, APPROXIMATELY 150 FEET WEST
 HZ0428'OF THE CENTERLINE OF EAST LANE AND ABOUT 6 FEET LOWER THAN STATION.
 HZ0428'THE MARK IS SET IN DRILL HOLE IN THE TOP OF LIMESTONE OUTCROP AND
 HZ0428'IS STAMPED I75 T95 NO.1 1964.
 HZ0428'
 HZ0428'REFERENCE MARK NO.2 IS WEST OF STATION, APPROXIMATELY 208 FEET WEST
 HZ0428'OF THE CENTERLINE OF EAST LANE AND ABOUT LEVEL WITH STATION.  THE
 HZ0428'MARK IS SET IN DRILL HOLE IN THE TOP OF LIMESTONE OUTCROP AND STAMPED
 HZ0428'I75 T95 NO.2 1964.
 HZ0428'
 HZ0428'TO REACH THE AZIMUTH MARK FROM STATION, CONTINUE NORTH ON INTERSTATE
 HZ0428'75 FOR 0.9 MILE TO MARK ON LEFT NEAR WEST R/W FENCE.
 HZ0428'
 HZ0428'AZIMUTH MARK IS APPROXIMATELY 0.9 MILE NORTH OF STATION,
 HZ0428'APPROXIMATELY 139 FEET WEST OF THE CENTERLINE OF WEST LANE, 2 FEET
 HZ0428'EAST OF THE WEST R/W FENCE , 1.5 FEET EAST OF METAL WITNESS POST AND
 HZ0428'SIGN AND APPROXIMATELY 30 FEET HIGHER THAN WEST LANE.  THE MARK IS
 HZ0428'SET FLUSH IN CONCRETE AND THE DISK IS STAMPED I75 T95 1964.
 HZ0428'
 HZ0428'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ0428'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET AS DESCRIBED.
 HZ0428'
 HZ0428'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
 HZ0428
 HZ0428                          STATION RECOVERY (1965)
 HZ0428
 HZ0428'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0428'2.8 MI NW FROM SADIEVILLE.
 HZ0428'ABOUT 2.55 MILES ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0428'STATE HIGHWAY 32 INTERCHANGE, WHICH IS ABOUT 2 MILES WEST OF
 HZ0428'SADIEVILLE, APPROXIMATELY 153 FEET WEST OF THE CENTERLINE OF EAST
 HZ0428'LANE, 1.5 FEET NORTHEAST OF METAL WITNESS POST AND SIGN AND
 HZ0428'APPROXIMATELY 35 FEET HIGHER THAN EAST LANE.  A KENTUCKY DEPARTMENT
 HZ0428'OF HIGHWAYS SURVEY TABLET SET FLUSH IN CONCRETE AND STAMPED I75-T95
 HZ0428'1964.
 HZ0428
 HZ0428                          STATION RECOVERY (1997)
 HZ0428
 HZ0428'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997
 HZ0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0430 ***********************************************************************
 HZ0430  DESIGNATION -  I75 T 95 AZ MK
 HZ0430  PID         -  HZ0430
 HZ0430  STATE/COUNTY-  KY/SCOTT
 HZ0430  USGS QUAD   -  SADIEVILLE (1978)
 HZ0430
 HZ0430                         *CURRENT SURVEY CONTROL
 HZ0430  ___________________________________________________________________
 HZ0430* NAD 83(1993)-  38 25 35.00651(N)    084 34 37.30686(W)     ADJUSTED  
 HZ0430* NAVD 88     -       270.045  (meters)     885.97   (feet)  ADJUSTED  
 HZ0430  ___________________________________________________________________
 HZ0430  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 HZ0430  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HZ0430  DYNAMIC HT  -         269.854 (meters)     885.35  (feet)  COMP
 HZ0430  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 HZ0430
 HZ0430  HORZ ORDER  -  SECOND
 HZ0430  VERT ORDER  -  SECOND    CLASS 0
 HZ0430
 HZ0430.The horizontal coordinates were established by classical geodetic methods
 HZ0430.and adjusted by the National Geodetic Survey in December 1995..
 HZ0430
 HZ0430.The orthometric height was determined by differential leveling
 HZ0430.and adjusted by the National Geodetic Survey in June 1991..
 HZ0430
 HZ0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0430
 HZ0430.The geoid height was determined by GEOID03.
 HZ0430
 HZ0430.The dynamic height is computed by dividing the NAVD 88
 HZ0430.geopotential number by the normal gravity value computed on the
 HZ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0430.degrees latitude (g = 980.6199 gals.).
 HZ0430
 HZ0430.The modeled gravity was interpolated from observed gravity values.
 HZ0430
 HZ0430;                    North         East     Units Scale Factor Converg.
 HZ0430;SPC KY1Z     - 1,232,940.593 1,602,417.772   MT  0.99995093   +0 43 12.6
 HZ0430;SPC KY1Z     - 4,045,072.60  5,257,265.64   sFT  0.99995093   +0 43 12.6
 HZ0430;SPC KY N     -   102,877.321   471,444.422   MT  0.99996233   -0 12 12.4
 HZ0430;SPC KY N     -   337,523.34  1,546,730.57   sFT  0.99996233   -0 12 12.4
 HZ0430;UTM  16      - 4,255,906.113   711,507.189   MT  1.00015095   +1 30 23.2
 HZ0430
 HZ0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0430!SPC KY1Z     -   0.99996295  x   0.99995093  =   0.99991388
 HZ0430!SPC KY N     -   0.99996295  x   0.99996233  =   0.99992528
 HZ0430!UTM  16      -   0.99996295  x   1.00015095  =   1.00011390
 HZ0430
 HZ0430:                Primary Azimuth Mark                     Grid Az
 HZ0430:SPC KY1Z     -  I75 T 95                                 190 04 27.6
 HZ0430:SPC KY N     -  I75 T 95                                 190 59 52.6
 HZ0430:UTM  16      -  I75 T 95                                 189 17 17.0
 HZ0430
 HZ0430|---------------------------------------------------------------------|
 HZ0430| PID    Reference Object                     Distance      Geod. Az  |
 HZ0430|                                                           dddmmss.s |
 HZ0430| HZ0428 I75 T 95                            APPROX. 1.5 KM 1904740.2 |
 HZ0430|---------------------------------------------------------------------|
 HZ0430
 HZ0430                          SUPERSEDED SURVEY CONTROL
 HZ0430
 HZ0430  NAD 83(1986)-  38 25 35.01099(N)    084 34 37.31602(W) AD(       ) 2
 HZ0430  NAD 27      -  38 25 34.75496(N)    084 34 37.51960(W) AD(       ) 2
 HZ0430  NGVD 29 (??/??/92)  270.219  (m)          886.54   (f) ADJ UNCH    2 0
 HZ0430
 HZ0430.Superseded values are not recommended for survey control.
 HZ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0430.See file dsdata.txt to determine how the superseded data were derived.
 HZ0430
 HZ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1150755906(NAD 83)
 HZ0430_MARKER: DZ = AZIMUTH MARK DISK
 HZ0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0430_STAMPING: I75 T95 1964
 HZ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0430+STABILITY: SURFACE MOTION
 HZ0430
 HZ0430  HISTORY     - Date     Condition        Report By
 HZ0430  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0430  HISTORY     - 1965     GOOD             PAS
 HZ0430
 HZ0430                          STATION DESCRIPTION
 HZ0430
 HZ0430'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0430'STATION IS LOCATED ABOUT 3.25 MILES NORTHWEST OF SADIEVILLE NEAR THE
 HZ0430'WEST R/W FENCE OF I 75.
 HZ0430'
 HZ0430'TO REACH THE STATION FROM THE I 75 AND STATE HIGHWAY 32 INTERCHANGE,
 HZ0430'WHICH IS ABOUT 2 MILES WEST OF SADIEVILLE, GO NORTH ON I 75 FOR 3.45
 HZ0430'MILES TO STATION ON LEFT.
 HZ0430'
 HZ0430'STATION MARK IS ABOUT 139 FEET WEST OF THE CENTERLINE OF WEST LANE,
 HZ0430'2.0 FEET EAST OF THE WEST R/W FENCE, 1.5 FEET EAST OF METAL WITNESS
 HZ0430'POST AND SIGN AND APPROXIMATELY 30 FEET HIGHER THAN THE WEST LANE.
 HZ0430'
 HZ0430'A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN TOP OF
 HZ0430'CONCRETE POST FLUSH WITH GROUND AND STAMPED I75 T95 1964.
 HZ0430'
 HZ0430'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 HZ0430
 HZ0430                          STATION RECOVERY (1965)
 HZ0430
 HZ0430'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0430'3.2 MI NW FROM SADIEVILLE.
 HZ0430'ABOUT 3.45 MILES ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0430'STATE HIGHWAY 32 INTERCHANGE, WHICH IS ABOUT 2 MILES WEST OF
 HZ0430'SADIEVILLE, ABOUT 139 FEET WEST OF THE CENTERLINE OF WEST LANE,
 HZ0430'2.0 FEET EAST OF THE WEST R/W FENCE, 1.5 FEET EAST OF METAL
 HZ0430'WITNESS POST AND SIGN AND APRPOXIMATELY 30 FEET HIGHER THAN THE
 HZ0430'WEST LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK
 HZ0430'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND STAMPED I75-T95
 HZ0430'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0429 ***********************************************************************
 HZ0429  DESIGNATION -  I75 T 95 RM 1
 HZ0429  PID         -  HZ0429
 HZ0429  STATE/COUNTY-  KY/SCOTT
 HZ0429  USGS QUAD   -  SADIEVILLE (1978)
 HZ0429
 HZ0429                         *CURRENT SURVEY CONTROL
 HZ0429  ___________________________________________________________________
 HZ0429* NAD 83(1986)-  38 24 47.     (N)    084 34 48.     (W)     SCALED    
 HZ0429* NAVD 88     -       275.754  (meters)     904.70   (feet)  ADJUSTED  
 HZ0429  ___________________________________________________________________
 HZ0429  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0429  DYNAMIC HT  -         275.559 (meters)     904.06  (feet)  COMP
 HZ0429  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 HZ0429
 HZ0429  VERT ORDER  -  SECOND    CLASS 0
 HZ0429
 HZ0429.The horizontal coordinates were scaled from a topographic map and have
 HZ0429.an estimated accuracy of +/- 6 seconds.
 HZ0429
 HZ0429.The orthometric height was determined by differential leveling
 HZ0429.and adjusted by the National Geodetic Survey in June 1991..
 HZ0429
 HZ0429.The geoid height was determined by GEOID03.
 HZ0429
 HZ0429.The dynamic height is computed by dividing the NAVD 88
 HZ0429.geopotential number by the normal gravity value computed on the
 HZ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0429.degrees latitude (g = 980.6199 gals.).
 HZ0429
 HZ0429.The modeled gravity was interpolated from observed gravity values.
 HZ0429
 HZ0429;                    North         East    Units  Estimated Accuracy
 HZ0429;SPC KY1Z     - 1,231,460.    1,602,180.      MT  (+/- 180 meters Scaled)
 HZ0429
 HZ0429                          SUPERSEDED SURVEY CONTROL
 HZ0429
 HZ0429  NGVD 29 (??/??/92)  275.928  (m)          905.27   (f) ADJ UNCH    2 0
 HZ0429
 HZ0429.Superseded values are not recommended for survey control.
 HZ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0429.See file dsdata.txt to determine how the superseded data were derived.
 HZ0429
 HZ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH112544(NAD 83)
 HZ0429_MARKER: DR = REFERENCE MARK DISK
 HZ0429_SETTING: 66 = SET IN ROCK OUTCROP
 HZ0429_SP_SET: LIMESTONE OUTCROP
 HZ0429_STAMPING: I75 T95 RM 1 1964
 HZ0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ0429+STABILITY: POSITION/ELEVATION WELL
 HZ0429
 HZ0429  HISTORY     - Date     Condition        Report By
 HZ0429  HISTORY     - 1964     MONUMENTED       PAS
 HZ0429  HISTORY     - 1965     GOOD             PAS
 HZ0429
 HZ0429                          STATION DESCRIPTION
 HZ0429
 HZ0429'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0429'2.8 MI NW FROM SADIEVILLE.
 HZ0429'ABOUT 2.55 MILES ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND STATE
 HZ0429'HIGHWAY 32 INTERCHANGE, WHICH IS ABOUT 2 MILES WEST OF SADIEVILLE,
 HZ0429'APPROXIMATELY 150 FEET WEST OF THE CENTERLINE OF EAST LANE.  A
 HZ0429'KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN DRILL
 HZ0429'HOLE IN THE TOP OF LIMESTONE OUTCROP AND STAMPED I75-T95 R.M. 1
 HZ0429'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0427 ***********************************************************************
 HZ0427  DESIGNATION -  I75 T 95 RM 2
 HZ0427  PID         -  HZ0427
 HZ0427  STATE/COUNTY-  KY/SCOTT
 HZ0427  USGS QUAD   -  SADIEVILLE (1978)
 HZ0427
 HZ0427                         *CURRENT SURVEY CONTROL
 HZ0427  ___________________________________________________________________
 HZ0427* NAD 83(1986)-  38 24 47.     (N)    084 34 48.     (W)     SCALED    
 HZ0427* NAVD 88     -       276.867  (meters)     908.35   (feet)  ADJUSTED  
 HZ0427  ___________________________________________________________________
 HZ0427  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0427  DYNAMIC HT  -         276.671 (meters)     907.71  (feet)  COMP
 HZ0427  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 HZ0427
 HZ0427  VERT ORDER  -  SECOND    CLASS 0
 HZ0427
 HZ0427.The horizontal coordinates were scaled from a topographic map and have
 HZ0427.an estimated accuracy of +/- 6 seconds.
 HZ0427
 HZ0427.The orthometric height was determined by differential leveling
 HZ0427.and adjusted by the National Geodetic Survey in June 1991..
 HZ0427
 HZ0427.The geoid height was determined by GEOID03.
 HZ0427
 HZ0427.The dynamic height is computed by dividing the NAVD 88
 HZ0427.geopotential number by the normal gravity value computed on the
 HZ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0427.degrees latitude (g = 980.6199 gals.).
 HZ0427
 HZ0427.The modeled gravity was interpolated from observed gravity values.
 HZ0427
 HZ0427;                    North         East    Units  Estimated Accuracy
 HZ0427;SPC KY1Z     - 1,231,460.    1,602,180.      MT  (+/- 180 meters Scaled)
 HZ0427
 HZ0427                          SUPERSEDED SURVEY CONTROL
 HZ0427
 HZ0427  NGVD 29 (??/??/92)  277.042  (m)          908.93   (f) ADJ UNCH    2 0
 HZ0427
 HZ0427.Superseded values are not recommended for survey control.
 HZ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0427.See file dsdata.txt to determine how the superseded data were derived.
 HZ0427
 HZ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH112544(NAD 83)
 HZ0427_MARKER: DR = REFERENCE MARK DISK
 HZ0427_SETTING: 66 = SET IN ROCK OUTCROP
 HZ0427_SP_SET: LIMESTONE OUTCROP
 HZ0427_STAMPING: I75 T95 RM 2 1964
 HZ0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ0427+STABILITY: POSITION/ELEVATION WELL
 HZ0427
 HZ0427  HISTORY     - Date     Condition        Report By
 HZ0427  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0427  HISTORY     - 1965     GOOD             PAS
 HZ0427
 HZ0427                          STATION DESCRIPTION
 HZ0427
 HZ0427'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0427'2.8 MI NW FROM SADIEVILLE.
 HZ0427'ABOUT 2.55 MILES ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0427'STATE HIGHWAY 32 INTERCHANGE, WHICH IS ABOUT 2 MILES WEST OF
 HZ0427'SADIEVILLE, APPROXIMATE 208 FEET WEST OF THE CENTERLINE OF EAST
 HZ0427'LANE AND ABOUT LEVEL WITH STATION.  A KENTUCKY DEPARTMENT OF
 HZ0427'HIGHWAYS REFERENCE MARK DISK SET IN DRILL HOLE IN TOP OF LIMESTONE
 HZ0427'OUTCROP AND STAMPED I75-T95 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0432 ***********************************************************************
 HZ0432  DESIGNATION -  I75 T 96
 HZ0432  PID         -  HZ0432
 HZ0432  STATE/COUNTY-  KY/SCOTT
 HZ0432  USGS QUAD   -  SADIEVILLE (1978)
 HZ0432
 HZ0432                         *CURRENT SURVEY CONTROL
 HZ0432  ___________________________________________________________________
 HZ0432* NAD 83(1993)-  38 26 06.20041(N)    084 34 12.07238(W)     ADJUSTED  
 HZ0432* NAVD 88     -       296.213  (meters)     971.83   (feet)  ADJUSTED  
 HZ0432  ___________________________________________________________________
 HZ0432  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 HZ0432  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ0432  DYNAMIC HT  -         296.003 (meters)     971.14  (feet)  COMP
 HZ0432  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 HZ0432
 HZ0432  HORZ ORDER  -  SECOND
 HZ0432  VERT ORDER  -  SECOND    CLASS 0
 HZ0432
 HZ0432.The horizontal coordinates were established by classical geodetic methods
 HZ0432.and adjusted by the National Geodetic Survey in December 1995..
 HZ0432
 HZ0432.The orthometric height was determined by differential leveling
 HZ0432.and adjusted by the National Geodetic Survey in June 1991..
 HZ0432
 HZ0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0432
 HZ0432.The geoid height was determined by GEOID03.
 HZ0432
 HZ0432.The dynamic height is computed by dividing the NAVD 88
 HZ0432.geopotential number by the normal gravity value computed on the
 HZ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0432.degrees latitude (g = 980.6199 gals.).
 HZ0432
 HZ0432.The modeled gravity was interpolated from observed gravity values.
 HZ0432
 HZ0432;                    North         East     Units Scale Factor Converg.
 HZ0432;SPC KY1Z     - 1,233,910.037 1,603,017.619   MT  0.99995239   +0 43 28.1
 HZ0432;SPC KY1Z     - 4,048,253.18  5,259,233.64   sFT  0.99995239   +0 43 28.1
 HZ0432;SPC KY N     -   103,836.981   472,059.824   MT  0.99996224   -0 11 56.7
 HZ0432;SPC KY N     -   340,671.83  1,548,749.61   sFT  0.99996224   -0 11 56.7
 HZ0432;UTM  16      - 4,256,883.896   712,093.791   MT  1.00015401   +1 30 40.0
 HZ0432
 HZ0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0432!SPC KY1Z     -   0.99995885  x   0.99995239  =   0.99991124
 HZ0432!SPC KY N     -   0.99995885  x   0.99996224  =   0.99992109
 HZ0432!UTM  16      -   0.99995885  x   1.00015401  =   1.00011285
 HZ0432
 HZ0432|---------------------------------------------------------------------|
 HZ0432| PID    Reference Object                     Distance      Geod. Az  |
 HZ0432|                                                           dddmmss.s |
 HZ0432| HZ0433 I75 T 96 RM 1                        14.560 METERS 05339     |
 HZ0432| HZ0431 I75 T 96 RM 2                        12.225 METERS 16303     |
 HZ0432| HZ2448 SADIEVILLE ATT MICROWAVE TOWER      APPROX. 7.0 KM 1754753.0 |
 HZ0432| HZ0434 I75 T 96 AZ MK                                     3552824.7 |
 HZ0432|---------------------------------------------------------------------|
 HZ0432
 HZ0432                          SUPERSEDED SURVEY CONTROL
 HZ0432
 HZ0432  NAD 83(1986)-  38 26 06.20465(N)    084 34 12.08169(W) AD(       ) 2
 HZ0432  NAD 27      -  38 26 05.94935(N)    084 34 12.28599(W) AD(       ) 2
 HZ0432  NGVD 29 (??/??/92)  296.387  (m)          972.40   (f) ADJ UNCH    2 0
 HZ0432
 HZ0432.Superseded values are not recommended for survey control.
 HZ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0432.See file dsdata.txt to determine how the superseded data were derived.
 HZ0432
 HZ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1209456884(NAD 83)
 HZ0432_MARKER: DB = BENCH MARK DISK
 HZ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0432_STAMPING: I75 T96 1964
 HZ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0432+STABILITY: SURFACE MOTION
 HZ0432
 HZ0432  HISTORY     - Date     Condition        Report By
 HZ0432  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0432  HISTORY     - 1965     GOOD             PAS
 HZ0432
 HZ0432                          STATION DESCRIPTION
 HZ0432
 HZ0432'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0432'STATION IS LOCATED ABOUT 4 MILES SOUTH OF CORINTH AND ABOVE 3.50
 HZ0432'MILES NORTHWEST OF SADIEVILLE.  IT IS ON A HIGH CUT BANK NEAR THE
 HZ0432'EAST R/W FENCE OF I 75.
 HZ0432'
 HZ0432'TO REACH THE STATION FROM THE I 75 AND STATE HIGHWAY 32 INTERCHANGE,
 HZ0432'WHICH IS ABOUT 2 MILES WEST OF SADIEVILLE, GO NORTH ON I 75 FOR 4.2
 HZ0432'MILES TO STATION ON RIGHT.
 HZ0432'
 HZ0432'STATION MARK IS LOCATED APPROXIMATELY 158 FEET EAST OF THE CENTERLINE
 HZ0432'OF EAST LANE, 31 FEET SOUTHWEST OF A 20 INCH HACKBERRY, 26.5 FEET
 HZ0432'WEST OF THE EAST R/W FENCE, 26.0 FEET WEST OF METAL WITNESS POST AND
 HZ0432'SIGN AND APPROXIMATELY 45 FEET HIGHER THAN EAST LANE.  THE MARK
 HZ0432'PROJECTS 1 INCH AND IS STAMPED I75 T96 1964.
 HZ0432'
 HZ0432'REFERENCE MARK NO.1 IS NORTHEAST OF STATION, APPROXIMATELY 183 FEET
 HZ0432'EAST OF THE CENTERLINE OF EAST LANE, 16 FEET NORTHEAST OF 20 INCH
 HZ0432'HACKBERRY TREE AND 1.5 FEET WEST OF THE EAST R/W FENCE.  THE MARK IS
 HZ0432'FLUSH AND THE DISK IS STAMPED I75 T96 NO.1 1964.
 HZ0432'
 HZ0432'REFERENCE MARK NO.2 IS SOUTHEAST OF STATION, APPROXIMATELY 183 FEET
 HZ0432'EAST OF THE CENTERLINE OF EAST LANE, 32.5 FEET SOUTH OF METAL
 HZ0432'WITNESS POST AND SIGN AND 1.5 FEET WEST OF EAST R/W FENCE.  THE MARK
 HZ0432'PROJECTS 2 INCHES AND THE DISK IS STAMPED I75 T96 NO.2 1964.
 HZ0432'
 HZ0432'TO REACH AZIMUTH MARK FROM STATION, CONTINUE NORTH ON INTERSTATE 75
 HZ0432'FOR 1.0 MILE TO MARK ON RIGHT AS DESCRIBED.
 HZ0432'
 HZ0432'AZIMUTH MARK IS ABOUT 1.0 MILE NORTH OF STATION, 105 FEET EAST OF THE
 HZ0432'CENTERLINE OF EAST LANE, 1.8 FEET SOUTHWEST OF METAL WITNESS POST
 HZ0432'AND SIGN, 1.5 FEET WEST OF EAST R/W FENCE AND ABOUT 2 FEET HIGHER
 HZ0432'THAN EAST LANE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HZ0432'I75 T96 1964.
 HZ0432'
 HZ0432'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ0432'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HZ0432'
 HZ0432'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
 HZ0432
 HZ0432                          STATION RECOVERY (1965)
 HZ0432
 HZ0432'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0432'3.5 MI NW FROM SADIEVILLE.
 HZ0432'ABOUT 4.2 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0432'AND STATE HIGHWAY INTERCHANGE, WHIH IS ABOUT 2 MILES WEST OF
 HZ0432'SADIEVILLE, APPROXIMATELY 158 FEET EAST OF THE CENTERLINE OF EAST
 HZ0432'LANE, 31 FEET SOUTHWEST OF A 20 INCH HACKBERRY, 26.5 FEET WEST
 HZ0432'OF THE EAST R/W FENCE, 26.0 FEET WEST OF METAL WITNESS POST AND
 HZ0432'SIGN AND APPROXIMATELY 45 FEET HIGHER THAN THE EAST LANE.  A
 HZ0432'KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN CONCRETE
 HZ0432'PROJECTING 1 INCH AND STAMPED I75-T96 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0434 ***********************************************************************
 HZ0434  DESIGNATION -  I75 T 96 AZ MK
 HZ0434  PID         -  HZ0434
 HZ0434  STATE/COUNTY-  KY/SCOTT
 HZ0434  USGS QUAD   -  SADIEVILLE (1978)
 HZ0434
 HZ0434                         *CURRENT SURVEY CONTROL
 HZ0434  ___________________________________________________________________
 HZ0434* NAD 83(1986)-  38 26 56.     (N)    084 34 17.     (W)     SCALED    
 HZ0434* NAVD 88     -       247.098  (meters)     810.69   (feet)  ADJUSTED  
 HZ0434  ___________________________________________________________________
 HZ0434  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ0434  DYNAMIC HT  -         246.923 (meters)     810.11  (feet)  COMP
 HZ0434  MODELED GRAV-     979,915.1   (mgal)                       NAVD 88
 HZ0434
 HZ0434  VERT ORDER  -  SECOND    CLASS 0
 HZ0434
 HZ0434.The horizontal coordinates were scaled from a topographic map and have
 HZ0434.an estimated accuracy of +/- 6 seconds.
 HZ0434
 HZ0434.The orthometric height was determined by differential leveling
 HZ0434.and adjusted by the National Geodetic Survey in June 1991..
 HZ0434
 HZ0434.The geoid height was determined by GEOID03.
 HZ0434
 HZ0434.The dynamic height is computed by dividing the NAVD 88
 HZ0434.geopotential number by the normal gravity value computed on the
 HZ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0434.degrees latitude (g = 980.6199 gals.).
 HZ0434
 HZ0434.The modeled gravity was interpolated from observed gravity values.
 HZ0434
 HZ0434;                    North         East    Units  Estimated Accuracy
 HZ0434;SPC KY1Z     - 1,235,440.    1,602,880.      MT  (+/- 180 meters Scaled)
 HZ0434
 HZ0434                          SUPERSEDED SURVEY CONTROL
 HZ0434
 HZ0434  NGVD 29 (??/??/92)  247.271  (m)          811.25   (f) ADJ UNCH    2 0
 HZ0434
 HZ0434.Superseded values are not recommended for survey control.
 HZ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0434.See file dsdata.txt to determine how the superseded data were derived.
 HZ0434
 HZ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH119584(NAD 83)
 HZ0434_MARKER: DZ = AZIMUTH MARK DISK
 HZ0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0434_STAMPING: I75 T96 1964
 HZ0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0434+STABILITY: SURFACE MOTION
 HZ0434
 HZ0434  HISTORY     - Date     Condition        Report By
 HZ0434  HISTORY     - 1964     MONUMENTED       PAS
 HZ0434  HISTORY     - 1965     GOOD             PAS
 HZ0434
 HZ0434                          STATION DESCRIPTION
 HZ0434
 HZ0434'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0434'4.5 MI NW FROM SADIEVILLE.
 HZ0434'ABOUT 5.2 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0434'AND STATE HIGHWAY 32 INTERCHANGE, WHICH IS ABOUT 2 MILES WEST OF
 HZ0434'SADIEVILLE, 105.00 FEET EAST OF THE CENTERLINE OF EAST LANE, 1.8
 HZ0434'FEET SOUTHWEST OF METAL WITNESS POST AND SIGN, 1.5 FEET WEST OF
 HZ0434'EAST R/W FENCE AND ABOUT 2 FEET HIGHER THAN EAST LANE.  A KENTUCKY
 HZ0434'DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN CONCRETE PROJECTING
 HZ0434'2 INCHES AND STAMPED I75-T96 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0433 ***********************************************************************
 HZ0433  DESIGNATION -  I75 T 96 RM 1
 HZ0433  PID         -  HZ0433
 HZ0433  STATE/COUNTY-  KY/SCOTT
 HZ0433  USGS QUAD   -  SADIEVILLE (1978)
 HZ0433
 HZ0433                         *CURRENT SURVEY CONTROL
 HZ0433  ___________________________________________________________________
 HZ0433* NAD 83(1986)-  38 26 05.     (N)    084 34 13.     (W)     SCALED    
 HZ0433* NAVD 88     -       295.638  (meters)     969.94   (feet)  ADJUSTED  
 HZ0433  ___________________________________________________________________
 HZ0433  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ0433  DYNAMIC HT  -         295.429 (meters)     969.25  (feet)  COMP
 HZ0433  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 HZ0433
 HZ0433  VERT ORDER  -  SECOND    CLASS 0
 HZ0433
 HZ0433.The horizontal coordinates were scaled from a topographic map and have
 HZ0433.an estimated accuracy of +/- 6 seconds.
 HZ0433
 HZ0433.The orthometric height was determined by differential leveling
 HZ0433.and adjusted by the National Geodetic Survey in June 1991..
 HZ0433
 HZ0433.The geoid height was determined by GEOID03.
 HZ0433
 HZ0433.The dynamic height is computed by dividing the NAVD 88
 HZ0433.geopotential number by the normal gravity value computed on the
 HZ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0433.degrees latitude (g = 980.6199 gals.).
 HZ0433
 HZ0433.The modeled gravity was interpolated from observed gravity values.
 HZ0433
 HZ0433;                    North         East    Units  Estimated Accuracy
 HZ0433;SPC KY1Z     - 1,233,870.    1,603,000.      MT  (+/- 180 meters Scaled)
 HZ0433
 HZ0433                          SUPERSEDED SURVEY CONTROL
 HZ0433
 HZ0433  NGVD 29 (??/??/92)  295.812  (m)          970.51   (f) ADJ UNCH    2 0
 HZ0433
 HZ0433.Superseded values are not recommended for survey control.
 HZ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0433.See file dsdata.txt to determine how the superseded data were derived.
 HZ0433
 HZ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH120568(NAD 83)
 HZ0433_MARKER: DR = REFERENCE MARK DISK
 HZ0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0433_STAMPING: I75 T96 RM 1 1964
 HZ0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0433+STABILITY: SURFACE MOTION
 HZ0433
 HZ0433  HISTORY     - Date     Condition        Report By
 HZ0433  HISTORY     - 1964     MONUMENTED       PAS
 HZ0433  HISTORY     - 1965     GOOD             PAS
 HZ0433
 HZ0433                          STATION DESCRIPTION
 HZ0433
 HZ0433'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0433'3.5 MI NW FROM SADIEVILLE.
 HZ0433'ABOUT 4.2 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0433'AND STATE HIGHWAY 32 INTERCHANGE, WHICH IS ABOUT 2 MILES WEST OF
 HZ0433'SADIEVILLE, APPROXIMATELY 183 FEET EAST OF THE CENTERLINE OF EAST
 HZ0433'LANE, 16 FEET NORTHEAST OF 20 INCH HACKBERRY AND 1.5 FEET WEST
 HZ0433'OF THE EAST R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0433'REFERENCE MARK DISK SET IN CONCRETE FLUSH WITH GROUND AND STAMPED
 HZ0433'I75-T96 R.M. 1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0431 ***********************************************************************
 HZ0431  DESIGNATION -  I75 T 96 RM 2
 HZ0431  PID         -  HZ0431
 HZ0431  STATE/COUNTY-  KY/SCOTT
 HZ0431  USGS QUAD   -  SADIEVILLE (1978)
 HZ0431
 HZ0431                         *CURRENT SURVEY CONTROL
 HZ0431  ___________________________________________________________________
 HZ0431* NAD 83(1986)-  38 26 05.     (N)    084 34 13.     (W)     SCALED    
 HZ0431* NAVD 88     -       295.293  (meters)     968.81   (feet)  ADJUSTED  
 HZ0431  ___________________________________________________________________
 HZ0431  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ0431  DYNAMIC HT  -         295.084 (meters)     968.12  (feet)  COMP
 HZ0431  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 HZ0431
 HZ0431  VERT ORDER  -  SECOND    CLASS 0
 HZ0431
 HZ0431.The horizontal coordinates were scaled from a topographic map and have
 HZ0431.an estimated accuracy of +/- 6 seconds.
 HZ0431
 HZ0431.The orthometric height was determined by differential leveling
 HZ0431.and adjusted by the National Geodetic Survey in June 1991..
 HZ0431
 HZ0431.The geoid height was determined by GEOID03.
 HZ0431
 HZ0431.The dynamic height is computed by dividing the NAVD 88
 HZ0431.geopotential number by the normal gravity value computed on the
 HZ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0431.degrees latitude (g = 980.6199 gals.).
 HZ0431
 HZ0431.The modeled gravity was interpolated from observed gravity values.
 HZ0431
 HZ0431;                    North         East    Units  Estimated Accuracy
 HZ0431;SPC KY1Z     - 1,233,870.    1,603,000.      MT  (+/- 180 meters Scaled)
 HZ0431
 HZ0431                          SUPERSEDED SURVEY CONTROL
 HZ0431
 HZ0431  NGVD 29 (??/??/92)  295.467  (m)          969.38   (f) ADJ UNCH    2 0
 HZ0431
 HZ0431.Superseded values are not recommended for survey control.
 HZ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0431.See file dsdata.txt to determine how the superseded data were derived.
 HZ0431
 HZ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH120568(NAD 83)
 HZ0431_MARKER: DR = REFERENCE MARK DISK
 HZ0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0431_STAMPING: I75 T96 RM 2 1964
 HZ0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0431+STABILITY: SURFACE MOTION
 HZ0431
 HZ0431  HISTORY     - Date     Condition        Report By
 HZ0431  HISTORY     - 1964     MONUMENTED       PAS
 HZ0431  HISTORY     - 1965     GOOD             PAS
 HZ0431
 HZ0431                          STATION DESCRIPTION
 HZ0431
 HZ0431'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0431'3.5 MI NW FROM SADIEVILLE.
 HZ0431'ABOUT 4.2 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0431'AND STATE HIGHWAY 32 INTERCHANGE, WHICH IS ABOUT 2 MILES WEST
 HZ0431'OF SADIEVILLE, APPROXIMATELY 183 FEET EAST OF THE CENTERLINE OF
 HZ0431'EAST LANE, 32.5 FEET SOUTH OF METAL WITNESS POST AND SIGN AND
 HZ0431'1.5 FEET WEST OF EAST R/W FENCE.  A KENTUCKY DEPARTMENT OF
 HZ0431'HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE PROJECTING 2 INCHES
 HZ0431'AND STAMPED I75-T96 R.M. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0436 ***********************************************************************
 HZ0436  DESIGNATION -  I75 T 97
 HZ0436  PID         -  HZ0436
 HZ0436  STATE/COUNTY-  KY/SCOTT
 HZ0436  USGS QUAD   -  SADIEVILLE (1978)
 HZ0436
 HZ0436                         *CURRENT SURVEY CONTROL
 HZ0436  ___________________________________________________________________
 HZ0436* NAD 83(1993)-  38 27 39.15788(N)    084 34 30.47328(W)     ADJUSTED  
 HZ0436* NAVD 88     -       291.625  (meters)     956.77   (feet)  ADJUSTED  
 HZ0436  ___________________________________________________________________
 HZ0436  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 HZ0436  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ0436  DYNAMIC HT  -         291.419 (meters)     956.10  (feet)  COMP
 HZ0436  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 HZ0436
 HZ0436  HORZ ORDER  -  SECOND
 HZ0436  VERT ORDER  -  SECOND    CLASS 0
 HZ0436
 HZ0436.The horizontal coordinates were established by classical geodetic methods
 HZ0436.and adjusted by the National Geodetic Survey in December 1995..
 HZ0436
 HZ0436.The orthometric height was determined by differential leveling
 HZ0436.and adjusted by the National Geodetic Survey in June 1991..
 HZ0436
 HZ0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0436
 HZ0436.The geoid height was determined by GEOID03.
 HZ0436
 HZ0436.The dynamic height is computed by dividing the NAVD 88
 HZ0436.geopotential number by the normal gravity value computed on the
 HZ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0436.degrees latitude (g = 980.6199 gals.).
 HZ0436
 HZ0436.The modeled gravity was interpolated from observed gravity values.
 HZ0436
 HZ0436;                    North         East     Units Scale Factor Converg.
 HZ0436;SPC KY1Z     - 1,236,770.367 1,602,535.314   MT  0.99995689   +0 43 16.8
 HZ0436;SPC KY1Z     - 4,057,637.45  5,257,651.28   sFT  0.99995689   +0 43 16.8
 HZ0436;SPC KY N     -   106,704.734   471,623.683   MT  0.99996209   -0 12 08.1
 HZ0436;SPC KY N     -   350,080.45  1,547,318.70   sFT  0.99996209   -0 12 08.1
 HZ0436;UTM  16      - 4,259,737.896   711,572.139   MT  1.00015128   +1 30 31.6
 HZ0436
 HZ0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0436!SPC KY1Z     -   0.99995957  x   0.99995689  =   0.99991646
 HZ0436!SPC KY N     -   0.99995957  x   0.99996209  =   0.99992166
 HZ0436!UTM  16      -   0.99995957  x   1.00015128  =   1.00011084
 HZ0436
 HZ0436|---------------------------------------------------------------------|
 HZ0436| PID    Reference Object                     Distance      Geod. Az  |
 HZ0436|                                                           dddmmss.s |
 HZ0436| HZ0437 I75 T 97 RM 1                        18.740 METERS 02946     |
 HZ0436| HZ0435 I75 T 97 RM 2                        14.809 METERS 10459     |
 HZ0436| HZ2448 SADIEVILLE ATT MICROWAVE TOWER      APPROX. 9.9 KM 1742606.7 |
 HZ0436| HZ0438 I75 T 97 AZ MK                                     3401930.1 |
 HZ0436|---------------------------------------------------------------------|
 HZ0436
 HZ0436                          SUPERSEDED SURVEY CONTROL
 HZ0436
 HZ0436  NAD 83(1986)-  38 27 39.16191(N)    084 34 30.48251(W) AD(       ) 2
 HZ0436  NAD 27      -  38 27 38.90859(N)    084 34 30.68678(W) AD(       ) 2
 HZ0436  NGVD 29 (??/??/92)  291.798  (m)          957.34   (f) ADJ UNCH    2 0
 HZ0436
 HZ0436.Superseded values are not recommended for survey control.
 HZ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0436.See file dsdata.txt to determine how the superseded data were derived.
 HZ0436
 HZ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1157259738(NAD 83)
 HZ0436_MARKER: DB = BENCH MARK DISK
 HZ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0436_STAMPING: I75 T97 1964
 HZ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0436+STABILITY: SURFACE MOTION
 HZ0436
 HZ0436  HISTORY     - Date     Condition        Report By
 HZ0436  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0436  HISTORY     - 1965     GOOD             PAS
 HZ0436
 HZ0436                          STATION DESCRIPTION
 HZ0436
 HZ0436'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0436'STATION IS LOCATED ABOUT 2.50 MILES SOUTHWEST OF CORINTH, ON A HIGH
 HZ0436'CUT BANK, NEAR THE EAST R/W FENCE OF I 75.
 HZ0436'
 HZ0436'TO REACH THE STATION FROM THE I 75 AND STATE HIGHWAY 330 INTERCHANGE,
 HZ0436'WHICH IS ABOUT 1.50 MILES WEST OF CORINTH, GO SOUTH ON INTERSTATE
 HZ0436'ROUTE 75 FOR 1.15 MILES TO AZIMUTH MARK ON RIGHT NEAR THE GRANT SCOTT
 HZ0436'COUNTY LINE.  CONTINUE STRAIGHT AHEAD ON I 75 FOR 1.0 MILE TO MARK
 HZ0436'ON LEFT.
 HZ0436'
 HZ0436'STATION IS APPROXIMATELY 125 FEET EAST OF THE CENTERLINE OF EAST
 HZ0436'LANE, 44.5 FEET WEST OF THE EAST R/W FENCE, 44 FEET WEST OF METAL
 HZ0436'WITNESS POST AND SIGN AND ABOUT 45 FEET HIGHER THAN EAST LANE.
 HZ0436'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED I 75 T97 1964.
 HZ0436'
 HZ0436'REFERENCE MARK NO.1 IS NORTHEAST OF STATION, APPROXIMATELY 167 FEET
 HZ0436'EAST OF THE CENTERLINE OF EAST LANE, 8 FEET SOUTH OF FENCE CORNER
 HZ0436'AND 1.5 FEET WEST OF THE EAST R/W FENCE.  THE MARK IS FLUSH AND THE
 HZ0436'DISK IS STAMPED I75 T97 NO.1 1964.
 HZ0436'
 HZ0436'REFERENCE MARK NO.2 IS SOUTHEAST OF STATION, APPROXIMATELY 167 FEET
 HZ0436'EAST OF THE CENTERLINE OF EAST LANE, 24 FEET SOUTH OF METAL WITNESS
 HZ0436'POST AND SIGN AND 1.5 FEET WEST OF EAST R/W FENCE.  THE MARK
 HZ0436'PROJECTS 2 INCHES AND THE DISK IS STAMPED I75 T97 NO.2 1964.
 HZ0436'
 HZ0436'AZIMUTH MARK IS ABOUT 1 MILE NORTH OF STATION, IT IS JUST NORTH OF
 HZ0436'THE GRANT SCOTT COUNTY LINE, IN GRANT COUNTY, 78 FEET SOUTHWEST OF
 HZ0436'THE CENTERLINE OF WEST LANE, 54 FEET WEST OF THE WEST LEG OF METAL
 HZ0436'SIGN MARKING GRANT SCOTT COUNTY LINE, 53 FEET NORTH OF A 20 INCH
 HZ0436'OAK TREE, 29.5 FEET NORTHEAST OF WEST R/W FENCE AND 29.3 FEET
 HZ0436'NORTHEAST OF METAL WITNESS POST AND SIGN.  THE MARK PROJECTS 1 INCH
 HZ0436'AND THE DISK IS STAMPED I75 T97 1964.
 HZ0436'
 HZ0436'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ0436'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HZ0436'
 HZ0436'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 HZ0436
 HZ0436                          STATION RECOVERY (1965)
 HZ0436
 HZ0436'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0436'2.5 MI SW FROM CORINTH.
 HZ0436'ABOUT 2.15 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0436'AND STATE HIGHWAY 330 INTERCHANGE, WHICH IS ABOUT 1.50 MILES
 HZ0436'WEST OF CORINTH, APPROXIMATELY 125 FEET EAST OF THE CENTERLINE
 HZ0436'OF EAST LANE, 44.5 FEET WEST OF THE EAST R/W FENCE, 44.0 FEET WEST
 HZ0436'OF METAL WITNESS POST AND SIGN AND ABOUT 45 FEET HIGHER THAN EAST
 HZ0436'LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN
 HZ0436'CONCRETE PROJECTING 2 INCHES AND STAMPED I75-T97 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0438 ***********************************************************************
 HZ0438  DESIGNATION -  I75 T 97 AZ MK
 HZ0438  PID         -  HZ0438
 HZ0438  STATE/COUNTY-  KY/GRANT
 HZ0438  USGS QUAD   -  SADIEVILLE (1978)
 HZ0438
 HZ0438                         *CURRENT SURVEY CONTROL
 HZ0438  ___________________________________________________________________
 HZ0438* NAD 83(1986)-  38 28 26.     (N)    084 34 53.     (W)     SCALED    
 HZ0438* NAVD 88     -       254.956  (meters)     836.47   (feet)  ADJUSTED  
 HZ0438  ___________________________________________________________________
 HZ0438  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ0438  DYNAMIC HT  -         254.776 (meters)     835.88  (feet)  COMP
 HZ0438  MODELED GRAV-     979,916.3   (mgal)                       NAVD 88
 HZ0438
 HZ0438  VERT ORDER  -  SECOND    CLASS 0
 HZ0438
 HZ0438.The horizontal coordinates were scaled from a topographic map and have
 HZ0438.an estimated accuracy of +/- 6 seconds.
 HZ0438
 HZ0438.The orthometric height was determined by differential leveling
 HZ0438.and adjusted by the National Geodetic Survey in June 1991..
 HZ0438
 HZ0438.The geoid height was determined by GEOID03.
 HZ0438
 HZ0438.The dynamic height is computed by dividing the NAVD 88
 HZ0438.geopotential number by the normal gravity value computed on the
 HZ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0438.degrees latitude (g = 980.6199 gals.).
 HZ0438
 HZ0438.The modeled gravity was interpolated from observed gravity values.
 HZ0438
 HZ0438;                    North         East    Units  Estimated Accuracy
 HZ0438;SPC KY1Z     - 1,238,210.    1,601,970.      MT  (+/- 180 meters Scaled)
 HZ0438
 HZ0438                          SUPERSEDED SURVEY CONTROL
 HZ0438
 HZ0438  NGVD 29 (??/??/92)  255.128  (m)          837.03   (f) ADJ UNCH    2 0
 HZ0438
 HZ0438.Superseded values are not recommended for survey control.
 HZ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0438.See file dsdata.txt to determine how the superseded data were derived.
 HZ0438
 HZ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH109611(NAD 83)
 HZ0438_MARKER: DZ = AZIMUTH MARK DISK
 HZ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0438_STAMPING: I75 T97 1964
 HZ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0438+STABILITY: SURFACE MOTION
 HZ0438
 HZ0438  HISTORY     - Date     Condition        Report By
 HZ0438  HISTORY     - 1964     MONUMENTED       PAS
 HZ0438  HISTORY     - 1965     GOOD             PAS
 HZ0438
 HZ0438                          STATION DESCRIPTION
 HZ0438
 HZ0438'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0438'1.5 MI SW FROM CORINTH.
 HZ0438'ABOUT 1.15 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0438'AND STATE HIGHWAY 330 INTERCHANGE, WHICH IS ABOUT 1.50 MILES
 HZ0438'WEST OF CORINTH, 78 FEET SOUTHWEST OF THE CENTERLINE OF WEST
 HZ0438'LANE, 54 FEET WEST OF THE WEST LEG OF METAL SIGN MARKING GRANT-SCOTT
 HZ0438'COUNTY LINE, 53 FEET NORTH OF A 20 INCH OAK TREE, 29.5 FEET
 HZ0438'NORTHEAST OF WEST R/W FENCE AND 29.3 FEET NORTHEAST OF METAL
 HZ0438'WITNESS POST AND SIGN.  A KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH
 HZ0438'MARK DISK SET IN CONCRETE PROJECTING 1 INCH AND STAMPED I75-T97
 HZ0438'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0437 ***********************************************************************
 HZ0437  DESIGNATION -  I75 T 97 RM 1
 HZ0437  PID         -  HZ0437
 HZ0437  STATE/COUNTY-  KY/SCOTT
 HZ0437  USGS QUAD   -  SADIEVILLE (1978)
 HZ0437
 HZ0437                         *CURRENT SURVEY CONTROL
 HZ0437  ___________________________________________________________________
 HZ0437* NAD 83(1986)-  38 27 38.     (N)    084 34 31.     (W)     SCALED    
 HZ0437* NAVD 88     -       291.475  (meters)     956.28   (feet)  ADJUSTED  
 HZ0437  ___________________________________________________________________
 HZ0437  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ0437  DYNAMIC HT  -         291.270 (meters)     955.61  (feet)  COMP
 HZ0437  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 HZ0437
 HZ0437  VERT ORDER  -  SECOND    CLASS 0
 HZ0437
 HZ0437.The horizontal coordinates were scaled from a topographic map and have
 HZ0437.an estimated accuracy of +/- 6 seconds.
 HZ0437
 HZ0437.The orthometric height was determined by differential leveling
 HZ0437.and adjusted by the National Geodetic Survey in June 1991..
 HZ0437
 HZ0437.The geoid height was determined by GEOID03.
 HZ0437
 HZ0437.The dynamic height is computed by dividing the NAVD 88
 HZ0437.geopotential number by the normal gravity value computed on the
 HZ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0437.degrees latitude (g = 980.6199 gals.).
 HZ0437
 HZ0437.The modeled gravity was interpolated from observed gravity values.
 HZ0437
 HZ0437;                    North         East    Units  Estimated Accuracy
 HZ0437;SPC KY1Z     - 1,236,740.    1,602,520.      MT  (+/- 180 meters Scaled)
 HZ0437
 HZ0437                          SUPERSEDED SURVEY CONTROL
 HZ0437
 HZ0437  NGVD 29 (??/??/92)  291.648  (m)          956.85   (f) ADJ UNCH    2 0
 HZ0437
 HZ0437.Superseded values are not recommended for survey control.
 HZ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0437.See file dsdata.txt to determine how the superseded data were derived.
 HZ0437
 HZ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH115597(NAD 83)
 HZ0437_MARKER: DR = REFERENCE MARK DISK
 HZ0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0437_STAMPING: I75 T97 RM 1 1964
 HZ0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0437+STABILITY: SURFACE MOTION
 HZ0437
 HZ0437  HISTORY     - Date     Condition        Report By
 HZ0437  HISTORY     - 1964     MONUMENTED       PAS
 HZ0437  HISTORY     - 1965     GOOD             PAS
 HZ0437
 HZ0437                          STATION DESCRIPTION
 HZ0437
 HZ0437'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0437'2.5 MI SW FROM CORINTH.
 HZ0437'ABOUT 2.15 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0437'AND STATE HIGHWAY 330 INTERCHANGE, WHICH IS ABOUT 1.50 MILES
 HZ0437'WEST OF CORINTH, APPROXIMATELY 167 FEET EAST OF THE CENTERLINE
 HZ0437'OF EAST LANE, 8.0 FEET SOUTH OF FENCE CORNER AND 1.5 FEET WEST
 HZ0437'OF THE EAST R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0437'REFERENCE MARK DISK SET IN CONCRETE FLUSH WITH GROUND AND STAMPED
 HZ0437'I75-T97 R.M. 1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0435 ***********************************************************************
 HZ0435  DESIGNATION -  I75 T 97 RM 2
 HZ0435  PID         -  HZ0435
 HZ0435  STATE/COUNTY-  KY/SCOTT
 HZ0435  USGS QUAD   -  SADIEVILLE (1978)
 HZ0435
 HZ0435                         *CURRENT SURVEY CONTROL
 HZ0435  ___________________________________________________________________
 HZ0435* NAD 83(1986)-  38 27 38.     (N)    084 34 31.     (W)     SCALED    
 HZ0435* NAVD 88     -       289.864  (meters)     951.00   (feet)  ADJUSTED  
 HZ0435  ___________________________________________________________________
 HZ0435  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ0435  DYNAMIC HT  -         289.659 (meters)     950.32  (feet)  COMP
 HZ0435  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 HZ0435
 HZ0435  VERT ORDER  -  SECOND    CLASS 0
 HZ0435
 HZ0435.The horizontal coordinates were scaled from a topographic map and have
 HZ0435.an estimated accuracy of +/- 6 seconds.
 HZ0435
 HZ0435.The orthometric height was determined by differential leveling
 HZ0435.and adjusted by the National Geodetic Survey in June 1991..
 HZ0435
 HZ0435.The geoid height was determined by GEOID03.
 HZ0435
 HZ0435.The dynamic height is computed by dividing the NAVD 88
 HZ0435.geopotential number by the normal gravity value computed on the
 HZ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0435.degrees latitude (g = 980.6199 gals.).
 HZ0435
 HZ0435.The modeled gravity was interpolated from observed gravity values.
 HZ0435
 HZ0435;                    North         East    Units  Estimated Accuracy
 HZ0435;SPC KY1Z     - 1,236,740.    1,602,520.      MT  (+/- 180 meters Scaled)
 HZ0435
 HZ0435                          SUPERSEDED SURVEY CONTROL
 HZ0435
 HZ0435  NGVD 29 (??/??/92)  290.037  (m)          951.56   (f) ADJ UNCH    2 0
 HZ0435
 HZ0435.Superseded values are not recommended for survey control.
 HZ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0435.See file dsdata.txt to determine how the superseded data were derived.
 HZ0435
 HZ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH115597(NAD 83)
 HZ0435_MARKER: DD = SURVEY DISK
 HZ0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0435_STAMPING: I75 T97 RM 2 1964
 HZ0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0435+STABILITY: SURFACE MOTION
 HZ0435
 HZ0435  HISTORY     - Date     Condition        Report By
 HZ0435  HISTORY     - 1964     MONUMENTED       PAS
 HZ0435  HISTORY     - 1965     GOOD             PAS
 HZ0435
 HZ0435                          STATION DESCRIPTION
 HZ0435
 HZ0435'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0435'2.5 MI SW FROM CORINTH.
 HZ0435'ABOUT 2.15 MILES SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0435'AND STATE HIGHWAY 330 INTERCHANGE, WHICH IS ABOUT 1.50 MILES WEST
 HZ0435'OF CORINTH, APPROXIMATELY 167 FEET EAST OF THE CENTERLINE OF EAST
 HZ0435'LANE, 24.0 FEET SOUTH OF METAL WITNESS POST AND SIGN AND 1.5
 HZ0435'FEET WEST OF EAST R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0435'REFERENCE MARK DISK SET IN CONCRETE PROJECTING 2 INCHES AND
 HZ0435'STAMPED I75-T97 R.M. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0441 ***********************************************************************
 HZ0441  DESIGNATION -  I75 T 98
 HZ0441  PID         -  HZ0441
 HZ0441  STATE/COUNTY-  KY/GRANT
 HZ0441  USGS QUAD   -  SADIEVILLE (1978)
 HZ0441
 HZ0441                         *CURRENT SURVEY CONTROL
 HZ0441  ___________________________________________________________________
 HZ0441* NAD 83(1993)-  38 29 24.39557(N)    084 35 07.45778(W)     ADJUSTED  
 HZ0441* NAVD 88     -       297.014  (meters)     974.45   (feet)  ADJUSTED  
 HZ0441  ___________________________________________________________________
 HZ0441  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 HZ0441  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HZ0441  DYNAMIC HT  -         296.805 (meters)     973.77  (feet)  COMP
 HZ0441  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 HZ0441
 HZ0441  HORZ ORDER  -  SECOND
 HZ0441  VERT ORDER  -  SECOND    CLASS 0
 HZ0441
 HZ0441.The horizontal coordinates were established by classical geodetic methods
 HZ0441.and adjusted by the National Geodetic Survey in December 1995..
 HZ0441
 HZ0441.The orthometric height was determined by differential leveling
 HZ0441.and adjusted by the National Geodetic Survey in June 1991..
 HZ0441
 HZ0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0441
 HZ0441.The geoid height was determined by GEOID03.
 HZ0441
 HZ0441.The dynamic height is computed by dividing the NAVD 88
 HZ0441.geopotential number by the normal gravity value computed on the
 HZ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0441.degrees latitude (g = 980.6199 gals.).
 HZ0441
 HZ0441.The modeled gravity was interpolated from observed gravity values.
 HZ0441
 HZ0441;                    North         East     Units Scale Factor Converg.
 HZ0441;SPC KY1Z     - 1,240,003.734 1,601,598.263   MT  0.99996222   +0 42 54.1
 HZ0441;SPC KY1Z     - 4,068,245.58  5,254,576.97   sFT  0.99996222   +0 42 54.1
 HZ0441;SPC KY N     -   109,952.794   470,738.871   MT  0.99996216   -0 12 31.1
 HZ0441;SPC KY N     -   360,736.79  1,544,415.78   sFT  0.99996216   -0 12 31.1
 HZ0441;UTM  16      - 4,262,958.681   710,590.528   MT  1.00014618   +1 30 12.0
 HZ0441
 HZ0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0441!SPC KY1Z     -   0.99995872  x   0.99996222  =   0.99992094
 HZ0441!SPC KY N     -   0.99995872  x   0.99996216  =   0.99992088
 HZ0441!UTM  16      -   0.99995872  x   1.00014618  =   1.00010490
 HZ0441
 HZ0441|---------------------------------------------------------------------|
 HZ0441| PID    Reference Object                     Distance      Geod. Az  |
 HZ0441|                                                           dddmmss.s |
 HZ0441| HZ0442 I75 T 98 RM 1                        13.946 METERS 14140     |
 HZ0441| HZ0439 I75 T 98 AZ MK                                     1651321.9 |
 HZ0441| HZ0440 I75 T 98 RM 2                        10.374 METERS 21537     |
 HZ0441|---------------------------------------------------------------------|
 HZ0441
 HZ0441                          SUPERSEDED SURVEY CONTROL
 HZ0441
 HZ0441  NAD 83(1986)-  38 29 24.39980(N)    084 35 07.46720(W) AD(       ) 2
 HZ0441  NAD 27      -  38 29 24.14869(N)    084 35 07.67042(W) AD(       ) 2
 HZ0441  NGVD 29 (??/??/92)  297.186  (m)          975.02   (f) ADJ UNCH    2 0
 HZ0441
 HZ0441.Superseded values are not recommended for survey control.
 HZ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0441.See file dsdata.txt to determine how the superseded data were derived.
 HZ0441
 HZ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1059162959(NAD 83)
 HZ0441_MARKER: DB = BENCH MARK DISK
 HZ0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0441_STAMPING: I75-T98 1964
 HZ0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0441+STABILITY: SURFACE MOTION
 HZ0441
 HZ0441  HISTORY     - Date     Condition        Report By
 HZ0441  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0441  HISTORY     - 1965     GOOD             PAS
 HZ0441  HISTORY     - 19970505 GOOD             WOOLPT
 HZ0441
 HZ0441                          STATION DESCRIPTION
 HZ0441
 HZ0441'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0441'STATION IS LOCATED AT THE INTERSTATE 75 AND STATE HIGHWAY 330
 HZ0441'INTERCHANGE, WHICH IS ABOUT 1.50 MILES WEST OF CORINTH.
 HZ0441'
 HZ0441'STATION MARK IS IN THE SOUTHEAST QUADRANT OF THE INTERCHANGE,
 HZ0441'APPROXIMATELY 123 FEET SOUTHEAST OF THE EAST END OF BRIDGE OVER THE
 HZ0441'EAST LANE OF I 75, 88.0 FEET WEST OF THE CENTERLINE OF THE SOUTHEAST
 HZ0441'RAMP AND 83.0 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 330.
 HZ0441'THE MARK IS FLUSH AND STAMPED I75 T98 1964.
 HZ0441'
 HZ0441'REFERENCE MARK NO.1 IS SOUTHEAST OF STATION, APPROXIMATELY 129 FEET
 HZ0441'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 330, 63 FEET WEST OF THE
 HZ0441'CENTERLINE OF THE SOUTHEAST RAMP AND ABOUT 12 FEET HIGHER THAN RAMP.
 HZ0441'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I75 T98 NO.1 1964.
 HZ0441'
 HZ0441'REFERENCE MARK NO.2 IS SOUTHWEST OF STATION, 117 FEET SOUTHEAST OF
 HZ0441'THE EAST END OF BRIDGE OVER THE EAST LANE OF I 75 AND 100 FEET SOUTH
 HZ0441'OF THE CENTERLINE OF STATE HIGHWAY 330.  THE MARK PROJECTS 2
 HZ0441'INCHES AND THE DISK IS STAMPED I75 T98 NO.2 1964.
 HZ0441'
 HZ0441'TO REACH THE AZIMUTH MARK FROM THE I 75 AND STATE HIGHWAY 330
 HZ0441'INTERCHANGE, GO SOUTH ON INTERSTATE ROUTE 75 FOR 0.5 MILE TO MARK ON
 HZ0441'RIGHT AS DESCRIBED.
 HZ0441'
 HZ0441'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, ON A HIGH BANK
 HZ0441'APPROXIMATELY 25 FEET HIGHER THAN WEST LANE, 104 FEET WEST OF THE
 HZ0441'CENTERLINE OF WEST LANE, 2 FEET EAST OF A FENCE CORNER AT JOG IN WEST
 HZ0441'R/W FENCE AND 2.5 FEET NORTHEAST OF METAL WITNESS POST AND SIGN.
 HZ0441'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED I75 T98 1964.
 HZ0441'
 HZ0441'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ0441'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HZ0441'
 HZ0441'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
 HZ0441
 HZ0441                          STATION RECOVERY (1965)
 HZ0441
 HZ0441'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0441'1.5 MI W FROM CORINTH.
 HZ0441'ABOUT 1.50 MILES WEST OF CORINTH AT THE INTERSTATE ROUTE 75 AND
 HZ0441'STATE HIGHWAY 330 INTERCHANGE, APPROXIMATELY 123 FEET EAST OF THE
 HZ0441'EAST END OF BRIDGE OVER EAST LANE OF I-75, 88.0 FEET WEST OF
 HZ0441'THE CENTERLINE OF THE SOUTHEAST RAMP AND 83.0 FEET SOUTH OF THE
 HZ0441'CENTERLINE OF STATE HIGHWAY 330.  A KENTUCKY DEPARTMENT OF HIGHWAYS
 HZ0441'SURVEY DISK SET IN CONCRETE FLUSH WITH GROUND AND STAMPED
 HZ0441'I75-T98 1964.
 HZ0441
 HZ0441                          STATION RECOVERY (1997)
 HZ0441
 HZ0441'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997
 HZ0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0439 ***********************************************************************
 HZ0439  DESIGNATION -  I75 T 98 AZ MK
 HZ0439  PID         -  HZ0439
 HZ0439  STATE/COUNTY-  KY/GRANT
 HZ0439  USGS QUAD   -  SADIEVILLE (1978)
 HZ0439
 HZ0439                         *CURRENT SURVEY CONTROL
 HZ0439  ___________________________________________________________________
 HZ0439* NAD 83(1986)-  38 29 03.     (N)    084 34 52.     (W)     SCALED    
 HZ0439* NAVD 88     -       275.674  (meters)     904.44   (feet)  ADJUSTED  
 HZ0439  ___________________________________________________________________
 HZ0439  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ0439  DYNAMIC HT  -         275.480 (meters)     903.80  (feet)  COMP
 HZ0439  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 HZ0439
 HZ0439  VERT ORDER  -  SECOND    CLASS 0
 HZ0439
 HZ0439.The horizontal coordinates were scaled from a topographic map and have
 HZ0439.an estimated accuracy of +/- 6 seconds.
 HZ0439
 HZ0439.The orthometric height was determined by differential leveling
 HZ0439.and adjusted by the National Geodetic Survey in June 1991..
 HZ0439
 HZ0439.The geoid height was determined by GEOID03.
 HZ0439
 HZ0439.The dynamic height is computed by dividing the NAVD 88
 HZ0439.geopotential number by the normal gravity value computed on the
 HZ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0439.degrees latitude (g = 980.6199 gals.).
 HZ0439
 HZ0439.The modeled gravity was interpolated from observed gravity values.
 HZ0439
 HZ0439;                    North         East    Units  Estimated Accuracy
 HZ0439;SPC KY1Z     - 1,239,350.    1,601,980.      MT  (+/- 180 meters Scaled)
 HZ0439
 HZ0439                          SUPERSEDED SURVEY CONTROL
 HZ0439
 HZ0439  NGVD 29 (??/??/92)  275.845  (m)          905.00   (f) ADJ UNCH    2 0
 HZ0439
 HZ0439.Superseded values are not recommended for survey control.
 HZ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0439.See file dsdata.txt to determine how the superseded data were derived.
 HZ0439
 HZ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH109623(NAD 83)
 HZ0439_MARKER: DZ = AZIMUTH MARK DISK
 HZ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0439_STAMPING: I75 T98 1964
 HZ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0439+STABILITY: SURFACE MOTION
 HZ0439
 HZ0439  HISTORY     - Date     Condition        Report By
 HZ0439  HISTORY     - 1964     MONUMENTED       PAS
 HZ0439  HISTORY     - 1965     GOOD             PAS
 HZ0439
 HZ0439                          STATION DESCRIPTION
 HZ0439
 HZ0439'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0439'2 MI SW FROM CORINTH.
 HZ0439'ABOUT 0.5 MILE SOUTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0439'STATE HIGHWAY 330 INTERCHANGE, WHICH IS ABOUT 1.50 MILES WEST OF
 HZ0439'CORINTH, 104.0 FEET WEST OF THE CENTERLINE OF WEST LANE, 2.0
 HZ0439'FEET EAST OF A FENCE CORNER AT JOG IN WEST R/W FENCE AND 2.5
 HZ0439'FEET NORTHEAST OF METAL WITNESS POST AND SIGN.  A KENTUCKY
 HZ0439'DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN CONCRETE PROJECTING
 HZ0439'INCHES AND STAMPED I75-T98 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0442 ***********************************************************************
 HZ0442  DESIGNATION -  I75 T 98 RM 1
 HZ0442  PID         -  HZ0442
 HZ0442  STATE/COUNTY-  KY/GRANT
 HZ0442  USGS QUAD   -  SADIEVILLE (1978)
 HZ0442
 HZ0442                         *CURRENT SURVEY CONTROL
 HZ0442  ___________________________________________________________________
 HZ0442* NAD 83(1986)-  38 29 25.     (N)    084 35 08.     (W)     SCALED    
 HZ0442* NAVD 88     -       296.581  (meters)     973.03   (feet)  ADJUSTED  
 HZ0442  ___________________________________________________________________
 HZ0442  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HZ0442  DYNAMIC HT  -         296.373 (meters)     972.35  (feet)  COMP
 HZ0442  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 HZ0442
 HZ0442  VERT ORDER  -  SECOND    CLASS 0
 HZ0442
 HZ0442.The horizontal coordinates were scaled from a topographic map and have
 HZ0442.an estimated accuracy of +/- 6 seconds.
 HZ0442
 HZ0442.The orthometric height was determined by differential leveling
 HZ0442.and adjusted by the National Geodetic Survey in June 1991..
 HZ0442
 HZ0442.The geoid height was determined by GEOID03.
 HZ0442
 HZ0442.The dynamic height is computed by dividing the NAVD 88
 HZ0442.geopotential number by the normal gravity value computed on the
 HZ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0442.degrees latitude (g = 980.6199 gals.).
 HZ0442
 HZ0442.The modeled gravity was interpolated from observed gravity values.
 HZ0442
 HZ0442;                    North         East    Units  Estimated Accuracy
 HZ0442;SPC KY1Z     - 1,240,020.    1,601,590.      MT  (+/- 180 meters Scaled)
 HZ0442
 HZ0442                          SUPERSEDED SURVEY CONTROL
 HZ0442
 HZ0442  NGVD 29 (??/??/92)  296.753  (m)          973.60   (f) ADJ UNCH    2 0
 HZ0442
 HZ0442.Superseded values are not recommended for survey control.
 HZ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0442.See file dsdata.txt to determine how the superseded data were derived.
 HZ0442
 HZ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH105629(NAD 83)
 HZ0442_MARKER: DR = REFERENCE MARK DISK
 HZ0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0442_STAMPING: I75-T98 RM 1 1964
 HZ0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0442+STABILITY: SURFACE MOTION
 HZ0442
 HZ0442  HISTORY     - Date     Condition        Report By
 HZ0442  HISTORY     - 1964     MONUMENTED       PAS
 HZ0442  HISTORY     - 1965     GOOD             PAS
 HZ0442
 HZ0442                          STATION DESCRIPTION
 HZ0442
 HZ0442'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0442'1.5 MI W FROM CORINTH.
 HZ0442'ABOUT 1.50 MILES WEST OF CORINTH AT THE INTERSTATE ROUTE 75
 HZ0442'AND STATE HIGHWAY 330 INTERCHANGE, APPROXIMATELY 129 FEET SOUTH
 HZ0442'OF THE CENTERLINE OF STATE HIGHWAY 330 AND 63.0 FEET WEST OF THE
 HZ0442'CENTERLINE OF THE SOUTHEAST RAMP AND ABOUT 12 FEET HIGHER THAN
 HZ0442'RAMP. A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET
 HZ0442'IN CONCRETE PROJECTING 1 INCH AND STAMPED I75-T98 R.M. 1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0440 ***********************************************************************
 HZ0440  DESIGNATION -  I75 T 98 RM 2
 HZ0440  PID         -  HZ0440
 HZ0440  STATE/COUNTY-  KY/GRANT
 HZ0440  USGS QUAD   -  SADIEVILLE (1978)
 HZ0440
 HZ0440                         *CURRENT SURVEY CONTROL
 HZ0440  ___________________________________________________________________
 HZ0440* NAD 83(1986)-  38 29 25.     (N)    084 35 08.     (W)     SCALED    
 HZ0440* NAVD 88     -       296.663  (meters)     973.30   (feet)  ADJUSTED  
 HZ0440  ___________________________________________________________________
 HZ0440  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HZ0440  DYNAMIC HT  -         296.455 (meters)     972.62  (feet)  COMP
 HZ0440  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 HZ0440
 HZ0440  VERT ORDER  -  SECOND    CLASS 0
 HZ0440
 HZ0440.The horizontal coordinates were scaled from a topographic map and have
 HZ0440.an estimated accuracy of +/- 6 seconds.
 HZ0440
 HZ0440.The orthometric height was determined by differential leveling
 HZ0440.and adjusted by the National Geodetic Survey in June 1991..
 HZ0440
 HZ0440.The geoid height was determined by GEOID03.
 HZ0440
 HZ0440.The dynamic height is computed by dividing the NAVD 88
 HZ0440.geopotential number by the normal gravity value computed on the
 HZ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0440.degrees latitude (g = 980.6199 gals.).
 HZ0440
 HZ0440.The modeled gravity was interpolated from observed gravity values.
 HZ0440
 HZ0440;                    North         East    Units  Estimated Accuracy
 HZ0440;SPC KY1Z     - 1,240,020.    1,601,590.      MT  (+/- 180 meters Scaled)
 HZ0440
 HZ0440                          SUPERSEDED SURVEY CONTROL
 HZ0440
 HZ0440  NGVD 29 (??/??/92)  296.835  (m)          973.87   (f) ADJ UNCH    2 0
 HZ0440
 HZ0440.Superseded values are not recommended for survey control.
 HZ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0440.See file dsdata.txt to determine how the superseded data were derived.
 HZ0440
 HZ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH105629(NAD 83)
 HZ0440_MARKER: DR = REFERENCE MARK DISK
 HZ0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0440_STAMPING: I75-T98 RM 2 1964
 HZ0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0440+STABILITY: SURFACE MOTION
 HZ0440
 HZ0440  HISTORY     - Date     Condition        Report By
 HZ0440  HISTORY     - 1964     MONUMENTED       PAS
 HZ0440  HISTORY     - 1965     GOOD             PAS
 HZ0440
 HZ0440                          STATION DESCRIPTION
 HZ0440
 HZ0440'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0440'1.5 MI W FROM CORINTH.
 HZ0440'ABOUT 1.50 MILES WEST OF CORINTH AT THE INTERSECTION ROUTE 75
 HZ0440'AND STATE HIGHWAY 330 INTERCHANGE, 117.0 FEET SOUTHEAST OF THE
 HZ0440'EAST END OF BRIDGE OVER THE EAST LANE OF I-75 AND 100 FEET
 HZ0440'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 330.  A KENTUCKY
 HZ0440'DEPARTMENT OF HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE
 HZ0440'PROJECTING 2 INCHES AND STAMPED I75-T98 R.M. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0822 ***********************************************************************
 HZ0822  DESIGNATION -  I75 T 99
 HZ0822  PID         -  HZ0822
 HZ0822  STATE/COUNTY-  KY/GRANT
 HZ0822  USGS QUAD   -  MASON (1976)
 HZ0822
 HZ0822                         *CURRENT SURVEY CONTROL
 HZ0822  ___________________________________________________________________
 HZ0822* NAD 83(1993)-  38 31 30.29624(N)    084 35 09.30200(W)     ADJUSTED  
 HZ0822* NAVD 88     -       300.798  (meters)     986.87   (feet)  ADJUSTED  
 HZ0822  ___________________________________________________________________
 HZ0822  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HZ0822  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HZ0822  DYNAMIC HT  -         300.588 (meters)     986.18  (feet)  COMP
 HZ0822  MODELED GRAV-     979,922.7   (mgal)                       NAVD 88
 HZ0822
 HZ0822  HORZ ORDER  -  SECOND
 HZ0822  VERT ORDER  -  SECOND    CLASS 0
 HZ0822
 HZ0822.The horizontal coordinates were established by classical geodetic methods
 HZ0822.and adjusted by the National Geodetic Survey in April 1998..
 HZ0822
 HZ0822.The orthometric height was determined by differential leveling
 HZ0822.and adjusted by the National Geodetic Survey in June 1991..
 HZ0822
 HZ0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0822
 HZ0822.The geoid height was determined by GEOID03.
 HZ0822
 HZ0822.The dynamic height is computed by dividing the NAVD 88
 HZ0822.geopotential number by the normal gravity value computed on the
 HZ0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0822.degrees latitude (g = 980.6199 gals.).
 HZ0822
 HZ0822.The modeled gravity was interpolated from observed gravity values.
 HZ0822
 HZ0822;                    North         East     Units Scale Factor Converg.
 HZ0822;SPC KY1Z     - 1,243,884.891 1,601,505.151   MT  0.99996894   +0 42 52.9
 HZ0822;SPC KY1Z     - 4,080,979.01  5,254,271.48   sFT  0.99996894   +0 42 52.9
 HZ0822;SPC KY N     -   113,834.936   470,708.337   MT  0.99996259   -0 12 32.3
 HZ0822;SPC KY N     -   373,473.45  1,544,315.60   sFT  0.99996259   -0 12 32.3
 HZ0822;UTM  16      - 4,266,838.888   710,443.961   MT  1.00014541   +1 30 15.0
 HZ0822
 HZ0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0822!SPC KY1Z     -   0.99995813  x   0.99996894  =   0.99992707
 HZ0822!SPC KY N     -   0.99995813  x   0.99996259  =   0.99992072
 HZ0822!UTM  16      -   0.99995813  x   1.00014541  =   1.00010353
 HZ0822
 HZ0822:                Primary Azimuth Mark                     Grid Az
 HZ0822:SPC KY1Z     -  WILLIAMSTOWN MICROWAVE TWR               006 56 25.6
 HZ0822:SPC KY N     -  WILLIAMSTOWN MICROWAVE TWR               007 51 50.8
 HZ0822:UTM  16      -  WILLIAMSTOWN MICROWAVE TWR               006 09 03.5
 HZ0822
 HZ0822|---------------------------------------------------------------------|
 HZ0822| PID    Reference Object                     Distance      Geod. Az  |
 HZ0822|                                                           dddmmss.s |
 HZ0822| HZ2522 WILLIAMSTOWN MICROWAVE TWR          APPROX. 8.9 KM 0073918.5 |
 HZ0822| HZ0823 I75 T 99 RM 1                         6.545 METERS 02943     |
 HZ0822| HZ0821 I75 T 99 RM 2                         7.359 METERS 16308     |
 HZ0822| HZ0820 I75 T 99 AZ MK                                     1960127.4 |
 HZ0822|---------------------------------------------------------------------|
 HZ0822
 HZ0822                          SUPERSEDED SURVEY CONTROL
 HZ0822
 HZ0822  NAD 83(1993)-  38 31 30.29629(N)    084 35 09.30206(W) AD(       ) 2
 HZ0822  NAD 83(1986)-  38 31 30.30029(N)    084 35 09.31156(W) AD(       ) 2
 HZ0822  NAD 27      -  38 31 30.05051(N)    084 35 09.51524(W) AD(       ) 2
 HZ0822  NGVD 29 (??/??/92)  300.969  (m)          987.43   (f) ADJ UNCH    2 0
 HZ0822
 HZ0822.Superseded values are not recommended for survey control.
 HZ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0822.See file dsdata.txt to determine how the superseded data were derived.
 HZ0822
 HZ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1044466839(NAD 83)
 HZ0822_MARKER: DD = SURVEY DISK
 HZ0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0822_STAMPING: I75-T99 1964
 HZ0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0822+STABILITY: SURFACE MOTION
 HZ0822
 HZ0822  HISTORY     - Date     Condition        Report By
 HZ0822  HISTORY     - 1964     MONUMENTED       KYHD
 HZ0822  HISTORY     - 1965     GOOD             PAS
 HZ0822
 HZ0822                          STATION DESCRIPTION
 HZ0822
 HZ0822'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1964 (EB)
 HZ0822'STATION IS LOCATED ABOUT 7.50 MILES SOUTH OF WILLIAMSTOWN AND ABOUT
 HZ0822'2.50 MILES NORTHWEST OF CORINTH NEAR THE EAST R/W FENCE OF I 75.
 HZ0822'
 HZ0822'TO REACH THE STATION FROM THE I-75 AND STATE HIGHWAY 330 INTERCHANGE,
 HZ0822'WHICH IS ABOUT 1.50 MILES WEST OF CORINTH, GO NORTH ON I-75 FOR 2.0
 HZ0822'MILES TO AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.5 MILE TO
 HZ0822'STATION ON RIGHT NEAR OVERPASS.
 HZ0822'
 HZ0822'STATION MARK IS APPROXIMATELY 200 FEET SOUTH OF THE EAST OVERPASS OF
 HZ0822'KEEFER ROAD, APPROXIMATELY 119 FEET EAST OF THE CENTERLINE OF EAST
 HZ0822'LANE OF I-75, 40.0 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 HZ0822'BARN, 10.0 FEET WEST OF THE EAST R/W FENCE, 9.5 FEET WEST OF METAL
 HZ0822'WITNESS POST AND SIGN AND ABOUT 40 FEET HIGHER THAN EAST LANE.  THE
 HZ0822'MARK IS FLUSH AND THE DISK IS STAMPED I75-T99 1964.
 HZ0822'
 HZ0822'REFERENCE MARK NO.1 IS NORTHEAST OF STATION, 29 FEET WEST OF THE
 HZ0822'NORTHWEST CORNER OF BARN AND 1.5 FEET WEST OF EAST R/W FENCE.  THE
 HZ0822'MARK IS FLUSH AND THE DISK IS STAMPED I75-T99 NO.1 1964.
 HZ0822'
 HZ0822'REFERENCE MARK NO.2 IS SOUTHEAST OF STATION, 41 FEET NORTHWEST OF THE
 HZ0822'SOUTHWEST CORNER OF BARN, 32 FEET NORTH OF FENCE CORNER AND 1 FOOT
 HZ0822'WEST OF THE EAST R/W FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HZ0822'STAMPED I75-T99 NO.2 1964.
 HZ0822'
 HZ0822'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF STATION, 115 FEET WEST OF THE
 HZ0822'CENTERLINE OF WEST LANE, 74 FEET SOUTH OF FENCE CORNER, 15 FEET EAST
 HZ0822'OF WEST R/W FENCE AND 14.5 FEET EAST OF METAL WITNESS POST AND
 HZ0822'SIGN.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED I75 T99
 HZ0822'1964.
 HZ0822'
 HZ0822'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE KENTUCKY
 HZ0822'DEPARTMENT OF HIGHWAYS SURVEY DISKS SET IN CONCRETE AS DESCRIBED.
 HZ0822'
 HZ0822'HEIGHT OF LIGHT ABOVE STATION MARK 1.64 METERS.
 HZ0822
 HZ0822                          STATION RECOVERY (1965)
 HZ0822
 HZ0822'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0822'2.5 MI NW FROM CORINTH.
 HZ0822'ABOUT 2.5 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0822'AND STATE HIGHWAY 330 INTERCHANGE, WHICH IS ABOUT 1.50 MILES
 HZ0822'WEST OF CORINTH, APPROXIMATELY 200 FEET SOUTH OF EAST OVERPASS
 HZ0822'OF KEEFER ROAD, APPROXIMATELY 119 FEET EAST OF THE CENTERLINE
 HZ0822'OF EAST LANE OF I-75, 40.0 FEET SOUTHWEST OF THE NORTHWEST
 HZ0822'CORNER OF BARN, 10.0 FEET WEST OF THE EAST R/W FENCE, 9.5 FEET
 HZ0822'WEST OF METAL WITNESS POST AND SIGN AND ABOUT 40 FEET HIGHER
 HZ0822'THAN EAST LANE.  A KENTUCKY DEPARTMENT OF HIGHWAYS SURVEY DISK
 HZ0822'SET IN CONCRETE FLUSH WITH GROUND AND STAMPED I75-T99 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0820 ***********************************************************************
 HZ0820  DESIGNATION -  I75 T 99 AZ MK
 HZ0820  PID         -  HZ0820
 HZ0820  STATE/COUNTY-  KY/GRANT
 HZ0820  USGS QUAD   -  MASON (1976)
 HZ0820
 HZ0820                         *CURRENT SURVEY CONTROL
 HZ0820  ___________________________________________________________________
 HZ0820* NAD 83(1986)-  38 31 05.     (N)    084 35 18.     (W)     SCALED    
 HZ0820* NAVD 88     -       292.596  (meters)     959.96   (feet)  ADJUSTED  
 HZ0820  ___________________________________________________________________
 HZ0820  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HZ0820  DYNAMIC HT  -         292.391 (meters)     959.29  (feet)  COMP
 HZ0820  MODELED GRAV-     979,921.8   (mgal)                       NAVD 88
 HZ0820
 HZ0820  VERT ORDER  -  SECOND    CLASS 0
 HZ0820
 HZ0820.The horizontal coordinates were scaled from a topographic map and have
 HZ0820.an estimated accuracy of +/- 6 seconds.
 HZ0820
 HZ0820.The orthometric height was determined by differential leveling
 HZ0820.and adjusted by the National Geodetic Survey in June 1991..
 HZ0820
 HZ0820.The geoid height was determined by GEOID03.
 HZ0820
 HZ0820.The dynamic height is computed by dividing the NAVD 88
 HZ0820.geopotential number by the normal gravity value computed on the
 HZ0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0820.degrees latitude (g = 980.6199 gals.).
 HZ0820
 HZ0820.The modeled gravity was interpolated from observed gravity values.
 HZ0820
 HZ0820;                    North         East    Units  Estimated Accuracy
 HZ0820;SPC KY1Z     - 1,243,100.    1,601,300.      MT  (+/- 180 meters Scaled)
 HZ0820
 HZ0820                          SUPERSEDED SURVEY CONTROL
 HZ0820
 HZ0820  NGVD 29 (??/??/92)  292.767  (m)          960.52   (f) ADJ UNCH    2 0
 HZ0820
 HZ0820.Superseded values are not recommended for survey control.
 HZ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0820.See file dsdata.txt to determine how the superseded data were derived.
 HZ0820
 HZ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH102660(NAD 83)
 HZ0820_MARKER: DZ = AZIMUTH MARK DISK
 HZ0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0820_STAMPING: I75-T99 1964
 HZ0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0820+STABILITY: SURFACE MOTION
 HZ0820
 HZ0820  HISTORY     - Date     Condition        Report By
 HZ0820  HISTORY     - 1964     MONUMENTED       PAS
 HZ0820  HISTORY     - 1965     GOOD             PAS
 HZ0820
 HZ0820                          STATION DESCRIPTION
 HZ0820
 HZ0820'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0820'2 MI NW FROM CORINTH.
 HZ0820'ABOUT 2 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75 AND
 HZ0820'STATE HIGHWAY 330 INTERCHANGE, WHICH IS ABOUT 1.50 MILES WEST
 HZ0820'OF CORINTH, 115.0 FEET WEST OF THE CENTERLINE OF WEST LANE, 74.0
 HZ0820'FEET SOUTH OF FENCE CORNER, 15.0 FEET EAST OF THE WEST R/W
 HZ0820'FENCE AND 14.5 FEET EAST OF METAL WITNESS POST AND SIGN.  A
 HZ0820'KENTUCKY DEPARTMENT OF HIGHWAYS AZIMUTH MARK DISK SET IN CONCRETE
 HZ0820'PROJECTING 1 INCH AND STAMPED I75-T99 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0823 ***********************************************************************
 HZ0823  DESIGNATION -  I75 T 99 RM 1
 HZ0823  PID         -  HZ0823
 HZ0823  STATE/COUNTY-  KY/GRANT
 HZ0823  USGS QUAD   -  MASON (1976)
 HZ0823
 HZ0823                         *CURRENT SURVEY CONTROL
 HZ0823  ___________________________________________________________________
 HZ0823* NAD 83(1986)-  38 31 30.     (N)    084 35 10.     (W)     SCALED    
 HZ0823* NAVD 88     -       300.580  (meters)     986.15   (feet)  ADJUSTED  
 HZ0823  ___________________________________________________________________
 HZ0823  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HZ0823  DYNAMIC HT  -         300.371 (meters)     985.47  (feet)  COMP
 HZ0823  MODELED GRAV-     979,922.7   (mgal)                       NAVD 88
 HZ0823
 HZ0823  VERT ORDER  -  SECOND    CLASS 0
 HZ0823
 HZ0823.The horizontal coordinates were scaled from a topographic map and have
 HZ0823.an estimated accuracy of +/- 6 seconds.
 HZ0823
 HZ0823.The orthometric height was determined by differential leveling
 HZ0823.and adjusted by the National Geodetic Survey in June 1991..
 HZ0823
 HZ0823.The geoid height was determined by GEOID03.
 HZ0823
 HZ0823.The dynamic height is computed by dividing the NAVD 88
 HZ0823.geopotential number by the normal gravity value computed on the
 HZ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0823.degrees latitude (g = 980.6199 gals.).
 HZ0823
 HZ0823.The modeled gravity was interpolated from observed gravity values.
 HZ0823
 HZ0823;                    North         East    Units  Estimated Accuracy
 HZ0823;SPC KY1Z     - 1,243,880.    1,601,490.      MT  (+/- 180 meters Scaled)
 HZ0823
 HZ0823                          SUPERSEDED SURVEY CONTROL
 HZ0823
 HZ0823  NGVD 29 (??/??/92)  300.751  (m)          986.71   (f) ADJ UNCH    2 0
 HZ0823
 HZ0823.Superseded values are not recommended for survey control.
 HZ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0823.See file dsdata.txt to determine how the superseded data were derived.
 HZ0823
 HZ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH104668(NAD 83)
 HZ0823_MARKER: DR = REFERENCE MARK DISK
 HZ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0823_STAMPING: I75-T99 RM 1 1964
 HZ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0823+STABILITY: SURFACE MOTION
 HZ0823
 HZ0823  HISTORY     - Date     Condition        Report By
 HZ0823  HISTORY     - 1964     MONUMENTED       PAS
 HZ0823  HISTORY     - 1965     GOOD             PAS
 HZ0823
 HZ0823                          STATION DESCRIPTION
 HZ0823
 HZ0823'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0823'2.5 MI NW FROM CORINTH.
 HZ0823'ABOUT 2.5 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0823'AND STATE HIGHWAY 330 INTERCHANGE, WHICH IS ABOUT 1.50 MILES
 HZ0823'WEST OF CORINTH, 29.0 FEET WEST OF THE NORTHWEST CORNER OF BARN
 HZ0823'AND 1.5 FEET WEST OF EAST R/W FENCE.  A KENTUCKY DEPARTMENT OF
 HZ0823'HIGHWAYS REFERENCE MARK DISK SET IN CONCRETE FLUSH WITH GROUND
 HZ0823'AND STAMPED I75-T99 R.M. 1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0821 ***********************************************************************
 HZ0821  DESIGNATION -  I75 T 99 RM 2
 HZ0821  PID         -  HZ0821
 HZ0821  STATE/COUNTY-  KY/GRANT
 HZ0821  USGS QUAD   -  MASON (1976)
 HZ0821
 HZ0821                         *CURRENT SURVEY CONTROL
 HZ0821  ___________________________________________________________________
 HZ0821* NAD 83(1986)-  38 31 30.     (N)    084 35 10.     (W)     SCALED    
 HZ0821* NAVD 88     -       300.801  (meters)     986.88   (feet)  ADJUSTED  
 HZ0821  ___________________________________________________________________
 HZ0821  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HZ0821  DYNAMIC HT  -         300.591 (meters)     986.19  (feet)  COMP
 HZ0821  MODELED GRAV-     979,922.7   (mgal)                       NAVD 88
 HZ0821
 HZ0821  VERT ORDER  -  SECOND    CLASS 0
 HZ0821
 HZ0821.The horizontal coordinates were scaled from a topographic map and have
 HZ0821.an estimated accuracy of +/- 6 seconds.
 HZ0821
 HZ0821.The orthometric height was determined by differential leveling
 HZ0821.and adjusted by the National Geodetic Survey in June 1991..
 HZ0821
 HZ0821.The geoid height was determined by GEOID03.
 HZ0821
 HZ0821.The dynamic height is computed by dividing the NAVD 88
 HZ0821.geopotential number by the normal gravity value computed on the
 HZ0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0821.degrees latitude (g = 980.6199 gals.).
 HZ0821
 HZ0821.The modeled gravity was interpolated from observed gravity values.
 HZ0821
 HZ0821;                    North         East    Units  Estimated Accuracy
 HZ0821;SPC KY1Z     - 1,243,880.    1,601,490.      MT  (+/- 180 meters Scaled)
 HZ0821
 HZ0821                          SUPERSEDED SURVEY CONTROL
 HZ0821
 HZ0821  NGVD 29 (??/??/92)  300.972  (m)          987.44   (f) ADJ UNCH    2 0
 HZ0821
 HZ0821.Superseded values are not recommended for survey control.
 HZ0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0821.See file dsdata.txt to determine how the superseded data were derived.
 HZ0821
 HZ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH104668(NAD 83)
 HZ0821_MARKER: DR = REFERENCE MARK DISK
 HZ0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0821_STAMPING: I75-T99 RM 2 1964
 HZ0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0821+STABILITY: SURFACE MOTION
 HZ0821
 HZ0821  HISTORY     - Date     Condition        Report By
 HZ0821  HISTORY     - 1964     MONUMENTED       PAS
 HZ0821  HISTORY     - 1965     GOOD             PAS
 HZ0821
 HZ0821                          STATION DESCRIPTION
 HZ0821
 HZ0821'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0821'2.5 MI NW FROM CORINTH.
 HZ0821'ABOUT 2.5 MILES NORTH ALONG INTERSTATE ROUTE 75 FROM THE I-75
 HZ0821'AND STATE HIGHWAY 330 INTERCHANGE, WHICH IS ABOUT 1.50 MILES
 HZ0821'WEST OF CORINTH, 41.0 FEET NORTHWEST OF THE SOUTHWEST CORNER
 HZ0821'OF BARN, 32.0 FEET NORTH OF FENCE CORNER AND 1.0 FOOT WEST OF THE
 HZ0821'EAST R/W FENCE.  A KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCE
 HZ0821'MARK DISK SET IN CONCRETE FLUSH WITH GROUND AND STAMPED I75-T99
 HZ0821'R.M. 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1504 ***********************************************************************
 HA1504  DESIGNATION -  INDIAN HILL
 HA1504  PID         -  HA1504
 HA1504  STATE/COUNTY-  KY/HANCOCK
 HA1504  USGS QUAD   -  PELLVILLE (1953)
 HA1504
 HA1504                         *CURRENT SURVEY CONTROL
 HA1504  ___________________________________________________________________
 HA1504* NAD 83(1993)-  37 48 11.65334(N)    086 48 59.24536(W)     ADJUSTED  
 HA1504* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 HA1504  ___________________________________________________________________
 HA1504  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 HA1504  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HA1504
 HA1504  HORZ ORDER  -  SECOND
 HA1504
 HA1504.The horizontal coordinates were established by classical geodetic methods
 HA1504.and adjusted by the National Geodetic Survey in December 1995..
 HA1504
 HA1504.The orthometric height was scaled from a topographic map.
 HA1504
 HA1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1504
 HA1504.The geoid height was determined by GEOID03.
 HA1504
 HA1504;                    North         East     Units Scale Factor Converg.
 HA1504;SPC KY1Z     - 1,163,669.942 1,406,091.630   MT  0.99990575   -0 39 17.1
 HA1504;SPC KY1Z     - 3,817,807.13  4,613,152.29   sFT  0.99990575   -0 39 17.1
 HA1504;SPC KY S     -   663,655.706   406,084.716   MT  0.99997884   -0 38 48.4
 HA1504;SPC KY S     - 2,177,343.76  1,332,296.27   sFT  0.99997884   -0 38 48.4
 HA1504;UTM  16      - 4,183,999.989   516,157.549   MT  0.99960322   +0 06 45.0
 HA1504
 HA1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1504!SPC KY1Z     -   0.99997197  x   0.99990575  =   0.99987773
 HA1504!SPC KY S     -   0.99997197  x   0.99997884  =   0.99995082
 HA1504!UTM  16      -   0.99997197  x   0.99960322  =   0.99957521
 HA1504
 HA1504|---------------------------------------------------------------------|
 HA1504| PID    Reference Object                     Distance      Geod. Az  |
 HA1504|                                                           dddmmss.s |
 HA1504| CG8185 INDIAN HILL RM 1                     26.023 METERS 01203     |
 HA1504| CG8186 INDIAN HILL RM 2                     26.371 METERS 10205     |
 HA1504| HA1505 KNOTTSVILLE ST WILLIAMS CH          APPROX. 8.5 KM 2464852.3 |
 HA1504| CG8184 INDIAN HILL AZ MK                                  2721000.3 |
 HA1504|---------------------------------------------------------------------|
 HA1504
 HA1504                          SUPERSEDED SURVEY CONTROL
 HA1504
 HA1504  NAD 83(1986)-  37 48 11.66161(N)    086 48 59.24955(W) AD(       ) 2
 HA1504  NAD 27      -  37 48 11.47000(N)    086 48 59.28200(W) AD(       ) 2
 HA1504
 HA1504.Superseded values are not recommended for survey control.
 HA1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1504.See file dsdata.txt to determine how the superseded data were derived.
 HA1504
 HA1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG1615884000(NAD 83)
 HA1504_MARKER: DS = TRIANGULATION STATION DISK
 HA1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1504
 HA1504  HISTORY     - Date     Condition        Report By
 HA1504  HISTORY     - 1950     MONUMENTED       CGS
 HA1504  HISTORY     - 1958     GOOD             LOCENG
 HA1504
 HA1504                          STATION DESCRIPTION
 HA1504
 HA1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1504'STATION IS LOCATED ABOUT 9 MILES NORTH OF WHITESVILLE AND 5 MILES
 HA1504'NORTHEAST OF KNOTTSVILLE ON THE HIGHEST POINT OF A SMALL KNOLL
 HA1504'LOCALLY KNOWN AS INDIAN HILL.  IT IS 81 FEET SOUTHWEST OF THE
 HA1504'SOUTHWEST CORNER OF A FRAME HOUSE AND 10 FEET SOUTH OF A WHITE
 HA1504'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HA1504'STAMPED INDIAN HILL 1950.
 HA1504'
 HA1504'REFERENCE MARK NO. 1 IS 55 FEET WEST OF THE NORTHWEST CORNER OF
 HA1504'HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HA1504'INDIAN HILL NO 1 1950.
 HA1504'
 HA1504'REFERENCE MARK NO. 2 IS 51 FEET SOUTH OF THE SOUTHWEST CORNER OF
 HA1504'HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HA1504'INDIAN HILL NO 2 1950.
 HA1504'
 HA1504'AZIMUTH MARK IS 30 FEET NORTH OF CENTER OF A FARM ROAD, 9 FEET WEST
 HA1504'OF A DIM TRAIL AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 HA1504'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED INDIAN HILL 1950.
 HA1504'
 HA1504'TO REACH STATION FROM THE ST. WILLIAMS CATHOLIC CHURCH IN
 HA1504'KNOTTSVILLE, GO SOUTHEAST ON STATE HIGHWAY 144 FOR 0.05 MILE TO A
 HA1504'GRAVEL T ROAD LEFT, TURN LEFT AND GO NORTHEAST FOR 1.3 MILES TO A
 HA1504'GRAVEL T ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.5 MILE TO A ROAD
 HA1504'FORK, TURN LEFT AND GO NORTHEAST FOR 1.1 MILES TO ANOTHER GRAVEL T
 HA1504'ROAD LEFT, KEEP STRAIGHT AHEAD ON A DIRT ROAD FOR 2.85 MILES TO A
 HA1504'WOODS ROAD SHARP RIGHT AND A LARGE TRIANGLE BLAZE ON TREE ON RIGHT,
 HA1504'TURN RIGHT AND FOLLOW WOODS ROAD FOR 0.45 MILE TO THE AZIMUTH
 HA1504'MARK ON LEFT AS DESCRIBED, CONTINUE AHEAD ON FARM ROAD FOR 0.3 MILE
 HA1504'TO THE STATION NEAR FRAME HOUSE AS DESCRIBED.
 HA1504'
 HA1504'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA1504
 HA1504                          STATION RECOVERY (1958)
 HA1504
 HA1504'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958 (CFW)
 HA1504'STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 1 RECOVERED IN
 HA1504'EXCELLENT CONDITION.
 HA1504'
 HA1504'REPORTED BY CHARLES F. WILLIAMSON, CHARBON STRIPPING CO. INC.,
 HA1504'MADISONVILLE, KY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2786 ***********************************************************************
 GZ2786  DESIGNATION -  INDIAN KNOB
 GZ2786  PID         -  GZ2786
 GZ2786  STATE/COUNTY-  KY/BULLITT
 GZ2786  USGS QUAD   -  SHEPHERDSVILLE (1991)
 GZ2786
 GZ2786                         *CURRENT SURVEY CONTROL
 GZ2786  ___________________________________________________________________
 GZ2786* NAD 83(1993)-  37 55 08.21860(N)    085 42 47.48196(W)     ADJUSTED  
 GZ2786* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 GZ2786  ___________________________________________________________________
 GZ2786  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 GZ2786  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 GZ2786
 GZ2786  HORZ ORDER  -  SECOND
 GZ2786
 GZ2786.The horizontal coordinates were established by classical geodetic methods
 GZ2786.and adjusted by the National Geodetic Survey in December 1995..
 GZ2786
 GZ2786.The orthometric height was scaled from a topographic map.
 GZ2786
 GZ2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2786
 GZ2786.The geoid height was determined by GEOID03.
 GZ2786
 GZ2786;                    North         East     Units Scale Factor Converg.
 GZ2786;SPC KY1Z     - 1,175,976.158 1,503,236.411   MT  0.99990522   +0 01 21.4
 GZ2786;SPC KY1Z     - 3,858,181.78  4,931,868.13   sFT  0.99990522   +0 01 21.4
 GZ2786;SPC KY N     -    47,523.915   371,347.595   MT  1.00000756   -0 54 36.7
 GZ2786;SPC KY N     -   155,918.04  1,218,329.57   sFT  1.00000756   -0 54 36.7
 GZ2786;UTM  16      - 4,197,602.994   613,105.111   MT  0.99975756   +0 47 27.2
 GZ2786
 GZ2786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2786!SPC KY1Z     -   0.99996177  x   0.99990522  =   0.99986699
 GZ2786!SPC KY N     -   0.99996177  x   1.00000756  =   0.99996933
 GZ2786!UTM  16      -   0.99996177  x   0.99975756  =   0.99971933
 GZ2786
 GZ2786                          SUPERSEDED SURVEY CONTROL
 GZ2786
 GZ2786  NAD 83(1986)-  37 55 08.22507(N)    085 42 47.49054(W) AD(       ) 2
 GZ2786  NAD 27      -  37 55 07.99100(N)    085 42 47.62900(W) AD(       ) 2
 GZ2786
 GZ2786.Superseded values are not recommended for survey control.
 GZ2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2786.See file dsdata.txt to determine how the superseded data were derived.
 GZ2786
 GZ2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG1310597603(NAD 83)
 GZ2786_MARKER: Z = SEE DESCRIPTION
 GZ2786_SETTING: 0 = UNSPECIFIED SETTING
 GZ2786_MARK LOGO: CGS   
 GZ2786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2786
 GZ2786  HISTORY     - Date     Condition        Report By
 GZ2786  HISTORY     - 1883     MONUMENTED       CGS
 GZ2786
 GZ2786                          STATION DESCRIPTION
 GZ2786
 GZ2786'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (JFP)
 GZ2786'ABOUT 1-1/3 MILES SOUTH-SOUTHWEST OF BERDSTOWN JUNCTION ON THE SUMMIT
 GZ2786'OF A CONSPIOUOUS KNOB
 GZ2786'KNOWN LOCALLY AS INDIAN KNOB. THE STATION IS A POLE IN THE TOP OF A
 GZ2786'PINE TREE MARKED WITH A TRIANGULAR BLAZE. THREE OTHER
 GZ2786'TREES, EACH MARKED WITH A BLAZE AND NAILS, ARE AT THE FOLLOWING
 GZ2786'DISTANCES AND DIRECTIONS FROM THE STATION- PINE TREE, 6.25 METERS
 GZ2786'N. 55 DEG E., CHESTNUT OAK TREE, 4.72 METERS N. 24 DEG W., AND A PINE
 GZ2786'TREE, 1.98 METERS S. 6 DEG W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2288 ***********************************************************************
 HY2288  DESIGNATION -  INDIAN RUN
 HY2288  PID         -  HY2288
 HY2288  STATE/COUNTY-  KY/GREENUP
 HY2288  USGS QUAD   -  ASHLAND (1985)
 HY2288
 HY2288                         *CURRENT SURVEY CONTROL
 HY2288  ___________________________________________________________________
 HY2288* NAD 83(1993)-  38 28 48.05590(N)    082 44 36.00027(W)     ADJUSTED  
 HY2288* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 HY2288  ___________________________________________________________________
 HY2288  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 HY2288  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 HY2288
 HY2288  HORZ ORDER  -  SECOND
 HY2288
 HY2288.The horizontal coordinates were established by classical geodetic methods
 HY2288.and adjusted by the National Geodetic Survey in December 1995..
 HY2288
 HY2288.The orthometric height was scaled from a topographic map.
 HY2288
 HY2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2288
 HY2288.The geoid height was determined by GEOID03.
 HY2288
 HY2288;                    North         East     Units Scale Factor Converg.
 HY2288;SPC KY1Z     - 1,242,475.042 1,762,296.510   MT  0.99996035   +1 50 45.5
 HY2288;SPC KY1Z     - 4,076,353.53  5,781,801.13   sFT  0.99996035   +1 50 45.5
 HY2288;SPC KY N     -   109,854.236   631,456.156   MT  0.99996210   +0 56 14.1
 HY2288;SPC KY N     -   360,413.44  2,071,702.41   sFT  0.99996210   +0 56 14.1
 HY2288;SPC OH S     -    53,318.091   578,766.254   MT  1.00005944   -0 09 15.8
 HY2288;UTM  17      - 4,260,515.661   347,937.691   MT  0.99988476   -1 05 05.9
 HY2288
 HY2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2288!SPC KY1Z     -   0.99996282  x   0.99996035  =   0.99992317
 HY2288!SPC KY N     -   0.99996282  x   0.99996210  =   0.99992492
 HY2288!SPC OH S     -   0.99996282  x   1.00005944  =   1.00002225
 HY2288!UTM  17      -   0.99996282  x   0.99988476  =   0.99984758
 HY2288
 HY2288|---------------------------------------------------------------------|
 HY2288| PID    Reference Object                     Distance      Geod. Az  |
 HY2288|                                                           dddmmss.s |
 HY2288| DB9462 INDIAN RUN RM 1                      16.303 METERS 12426     |
 HY2288| DB9463 INDIAN RUN RM 2                      17.450 METERS 20849     |
 HY2288| DB9461 INDIAN RUN AZ MK                                   3005714.3 |
 HY2288|---------------------------------------------------------------------|
 HY2288
 HY2288                          SUPERSEDED SURVEY CONTROL
 HY2288
 HY2288  NAD 83(1986)-  38 28 48.06219(N)    082 44 36.00352(W) AD(       ) 2
 HY2288  NAD 27      -  38 28 47.77000(N)    082 44 36.41300(W) AD(       ) 2
 HY2288
 HY2288.Superseded values are not recommended for survey control.
 HY2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2288.See file dsdata.txt to determine how the superseded data were derived.
 HY2288
 HY2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC4793860516(NAD 83)
 HY2288_MARKER: DS = TRIANGULATION STATION DISK
 HY2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2288
 HY2288  HISTORY     - Date     Condition        Report By
 HY2288  HISTORY     - 1949     MONUMENTED       CGS
 HY2288
 HY2288                          STATION DESCRIPTION
 HY2288
 HY2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2288'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF CANNONSBURG AND 6
 HY2288'MILES NORTH OF PRINCESS ON PROPERTY OWNED BY DAVID HENSLEY.  IT IS
 HY2288'28 FEET WEST OF THE CENTER OF A WOODS ROAD, 18 FEET SOUTHWEST OF A
 HY2288'TWIN 10 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE NORTHEAST SIDE
 HY2288'AND 10 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 HY2288'ABOUT 6 INCHES AND THE DISK IS STAMPED INDIANRUN 1949.
 HY2288'
 HY2288'REFERENCE MARK NO.1 IS 16 FEET NORTHWEST OF A 12 INCH OAK TREE, 11
 HY2288'FEET EAST OF THE CENTER OF THE WOODS ROAD AND 3 FEET EAST OF A FENCE
 HY2288'LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 HY2288'INDIANRUN NO 1 1949.
 HY2288'
 HY2288'REFERENCE MARK NO.2 IS 6 FEET WEST OF A TWIN 6 INCH HICKORY TREE WITH
 HY2288'A TRIANGLE BLAZE ON THE WEST SIDE.  THE MARK PROJECTS ABOUT 8 INCHES
 HY2288'AND THE DISK IS STAMPED INDIANRUN NO 2 1949.
 HY2288'
 HY2288'THE AZIMUTH MARK IS 20 FEET NORTH OF THE CENTER OF A DIRT ROAD AND 4
 HY2288'FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 HY2288'INCHES AND THE DISK IS STAMPED INDIANRUN 1949.
 HY2288'
 HY2288'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2288'HIGHWAY 5 IN PRINCESS GO NORTH ON HIGHWAY 5 FOR 3.8 MILES TO A T
 HY2288'ROAD LEFT, TURN LEFT AND GO NORTH AND WEST ON PAVED ROAD FOR 1.0
 HY2288'MILE TO END OF PAVEMENT, CONTINUE FOR 0.2 MILE TO THE TOWN OF
 HY2288'NAPLES, CONTINUE NORTH ON ROCK ROAD FOR 1.4 MILES TO A T
 HY2288'INTERSECTION, TURN RIGHT AND GO EAST AND NORTH FOLLOWING MAIN
 HY2288'TRAVELED ROCK ROAD FOR 2.8 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO
 HY2288'EAST ON DIRT ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 HY2288'DESCRIBED, CONTINUE EAST ON DIRT ROAD FOR 0.85 MILE TO THE TOP OF
 HY2288'RIDGE AND A T ROAD RIGHT, TURN RIGHT AND GO SOUTH ALONG TOP OF
 HY2288'RIDGE ON WOODS ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT AS
 HY2288'DESCRIBED.
 HY2288'
 HY2288'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2947 ***********************************************************************
 GZ2947  DESIGNATION -  INDIAN TRAIL
 GZ2947  PID         -  GZ2947
 GZ2947  STATE/COUNTY-  KY/LAUREL
 GZ2947  USGS QUAD   -  BILLOWS (1987)
 GZ2947
 GZ2947                         *CURRENT SURVEY CONTROL
 GZ2947  ___________________________________________________________________
 GZ2947* NAD 83(1993)-  37 09 38.06807(N)    084 16 19.67592(W)     ADJUSTED  
 GZ2947* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 GZ2947  ___________________________________________________________________
 GZ2947  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 GZ2947  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 GZ2947
 GZ2947  HORZ ORDER  -  SECOND
 GZ2947
 GZ2947.The horizontal coordinates were established by classical geodetic methods
 GZ2947.and adjusted by the National Geodetic Survey in December 1995..
 GZ2947
 GZ2947.The orthometric height was scaled from a topographic map.
 GZ2947
 GZ2947.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2947
 GZ2947.The geoid height was determined by GEOID03.
 GZ2947
 GZ2947;                    North         East     Units Scale Factor Converg.
 GZ2947;SPC KY1Z     - 1,092,850.463 1,631,262.547   MT  0.99998241   +0 54 26.5
 GZ2947;SPC KY1Z     - 3,585,460.23  5,351,900.54   sFT  0.99998241   +0 54 26.5
 GZ2947;SPC KY S     -   592,828.571   631,258.422   MT  0.99994997   +0 53 46.6
 GZ2947;SPC KY S     - 1,944,971.74  2,071,053.67   sFT  0.99994997   +0 53 46.6
 GZ2947;UTM  16      - 4,116,170.295   742,228.559   MT  1.00032285   +1 38 54.9
 GZ2947
 GZ2947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2947!SPC KY1Z     -   0.99994211  x   0.99998241  =   0.99992452
 GZ2947!SPC KY S     -   0.99994211  x   0.99994997  =   0.99989209
 GZ2947!UTM  16      -   0.99994211  x   1.00032285  =   1.00026494
 GZ2947
 GZ2947:                Primary Azimuth Mark                     Grid Az
 GZ2947:SPC KY1Z     -  INDIAN TRAIL AZ MK                       007 49 04.9
 GZ2947:SPC KY S     -  INDIAN TRAIL AZ MK                       007 49 44.8
 GZ2947:UTM  16      -  INDIAN TRAIL AZ MK                       007 04 36.5
 GZ2947
 GZ2947|---------------------------------------------------------------------|
 GZ2947| PID    Reference Object                     Distance      Geod. Az  |
 GZ2947|                                                           dddmmss.s |
 GZ2947| GZ0503 INDIAN TRAIL AZ MK                                 0084331.4 |
 GZ2947| DB9464 INDIAN TRAIL RM 1                    27.200 METERS 08013     |
 GZ2947| GZ2946 INDIAN TRAIL LOOKOUT TOWER           14.401 METERS 16525     |
 GZ2947| DB9465 INDIAN TRAIL RM 2                    34.991 METERS 19703     |
 GZ2947|---------------------------------------------------------------------|
 GZ2947
 GZ2947                          SUPERSEDED SURVEY CONTROL
 GZ2947
 GZ2947  NAD 83(1986)-  37 09 38.07567(N)    084 16 19.68115(W) AD(       ) 2
 GZ2947  NAD 27      -  37 09 37.77400(N)    084 16 19.91400(W) AD(       ) 2
 GZ2947
 GZ2947.Superseded values are not recommended for survey control.
 GZ2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2947.See file dsdata.txt to determine how the superseded data were derived.
 GZ2947
 GZ2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4222916170(NAD 83)
 GZ2947_MARKER: DS = TRIANGULATION STATION DISK
 GZ2947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2947
 GZ2947  HISTORY     - Date     Condition        Report By
 GZ2947  HISTORY     - 1950     MONUMENTED       CGS
 GZ2947
 GZ2947                          STATION DESCRIPTION
 GZ2947
 GZ2947'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2947'STATION IS LOCATED ABOUT 18 MILES NORTHEAST OF SOMERSET AND 10 MILES
 GZ2947'NORTHWEST OF LONDON AND NEAR THE INDIAN TRAIL LOOKOUT TOWER. IT
 GZ2947'IS 36 FEET NORTH OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 30 FEET
 GZ2947'EAST OF THE CENTER OF THE ROAD AND 5 FEET SOUTH OF A WHITE
 GZ2947'WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GZ2947'STAMPED INDIAN TRAIL 1950.
 GZ2947'
 GZ2947'REFERENCE MARK NO. 1 IS 52 FEET NORTH OF THE NORTHWEST CORNER OF A
 GZ2947'FRAME BUILDING AND 2 FEET SOUTHWEST OF A 10 INCH OAK TREE.
 GZ2947'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED INDIAN TRAIL
 GZ2947'NO 1 1950.
 GZ2947'
 GZ2947'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE CENTER OF THE ROAD AND 7
 GZ2947'FEET NORTH OF AN 18 INCH OAK TREE. THE MARK PROJECTS ABOUT 4
 GZ2947'INCHES AND THE DISK IS STAMPED INDIAN TRAIL NO 2 1950.
 GZ2947'
 GZ2947'AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF STATE HIGHWAY 80, 10
 GZ2947'FEET NORTHWEST OF POWER POLE NO. 365 AND 3 FEET SOUTH OF A
 GZ2947'WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GZ2947'STAMPED INDIAN TRAIL 1950.
 GZ2947'
 GZ2947'TO REACH THE STATION FROM THE PUBLIC SQUARE IN SOMERSET GO NORTHEAST
 GZ2947'ON STATE HIGHWAY 80 FOR 23.2 MILES TO THE ENTRANCE TO THE
 GZ2947'LOOKOUT TOWER ON THE RIGHT, * TURN RIGHT AND GO 0.5 MILE TO THE
 GZ2947'LOOKOUT TOWER AND STATION AS DESCRIBED.
 GZ2947'
 GZ2947'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE ON THE HIGHWAY
 GZ2947'0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GZ2947'
 GZ2947'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0503 ***********************************************************************
 GZ0503  DESIGNATION -  INDIAN TRAIL AZ MK
 GZ0503  PID         -  GZ0503
 GZ0503  STATE/COUNTY-  KY/LAUREL
 GZ0503  USGS QUAD   -  BILLOWS (1987)
 GZ0503
 GZ0503                         *CURRENT SURVEY CONTROL
 GZ0503  ___________________________________________________________________
 GZ0503* NAD 83(1986)-  37 09 58.     (N)    084 16 14.     (W)     SCALED    
 GZ0503* NAVD 88     -       395.73   (meters)    1298.3    (feet)  RESET     
 GZ0503  ___________________________________________________________________
 GZ0503  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GZ0503
 GZ0503  VERT ORDER  -  THIRD
 GZ0503
 GZ0503.The horizontal coordinates were scaled from a topographic map and have
 GZ0503.an estimated accuracy of +/- 6 seconds.
 GZ0503
 GZ0503.The orthometric height was computed from unverified reset data.
 GZ0503.No vertical observational check was made to the station.
 GZ0503
 GZ0503.The geoid height was determined by GEOID03.
 GZ0503
 GZ0503;                    North         East    Units  Estimated Accuracy
 GZ0503;SPC KY1Z     - 1,093,470.    1,631,390.      MT  (+/- 180 meters Scaled)
 GZ0503
 GZ0503                          SUPERSEDED SURVEY CONTROL
 GZ0503
 GZ0503  NGVD 29 (10/08/05)  395.89   (m)         1298.8    (f) RESET       3  
 GZ0503
 GZ0503.Superseded values are not recommended for survey control.
 GZ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0503.See file dsdata.txt to determine how the superseded data were derived.
 GZ0503
 GZ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG423167(NAD 83)
 GZ0503_MARKER: DZ = AZIMUTH MARK DISK
 GZ0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0503_STAMPING: INDIAN TRAIL 1950 1298.862
 GZ0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0503+STABILITY: SURFACE MOTION
 GZ0503
 GZ0503  HISTORY     - Date     Condition        Report By
 GZ0503  HISTORY     - 1950     MONUMENTED       CGS
 GZ0503  HISTORY     - 1957     GOOD             NGS
 GZ0503
 GZ0503                          STATION DESCRIPTION
 GZ0503
 GZ0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ0503'3.4 MI E FROM BILLOWS.
 GZ0503'3.4 MILES EAST ALONG STATE HIGHWAY 80 FROM THE BRIDGE OVER
 GZ0503'LINE CREEK AT BILLOWS, 2.1 MILES SOUTHEAST OF THE STEEL BRIDGE
 GZ0503'OVER ROCKCASTLE RIVER, 4.8 MILES WEST OF THE SWISS COLONY BAPTIST
 GZ0503'CHURCH AT BERNSTADT, 0.15 MILE NORTHEAST OF THE JUNCTION OF ROAD
 GZ0503'SOUTHEAST TO INDIAN TRAIL LOOKOUT TOWER, ABOUT 105 YARDS WEST OF
 GZ0503'A WOODS CROSSROAD, 130 FEET WEST OF BENCH MARK N 51 1935, 35.5
 GZ0503'FEET NORTH OF CENTER LINE OF HIGHWAY, 12.5 FEET SOUTHEAST OF A
 GZ0503'14-INCH OAK TREE.  SET IN A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2946 ***********************************************************************
 GZ2946  DESIGNATION -  INDIAN TRAIL LOOKOUT TOWER
 GZ2946  PID         -  GZ2946
 GZ2946  STATE/COUNTY-  KY/LAUREL
 GZ2946  USGS QUAD   -  BILLOWS (1987)
 GZ2946
 GZ2946                         *CURRENT SURVEY CONTROL
 GZ2946  ___________________________________________________________________
 GZ2946* NAD 83(1993)-  37 09 37.61598(N)    084 16 19.52891(W)     ADJUSTED  
 GZ2946* NAVD 88     -                                                        
 GZ2946  ___________________________________________________________________
 GZ2946  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 GZ2946  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 GZ2946
 GZ2946  HORZ ORDER  -  THIRD
 GZ2946
 GZ2946.The horizontal coordinates were established by classical geodetic methods
 GZ2946.and adjusted by the National Geodetic Survey in December 1995..
 GZ2946
 GZ2946
 GZ2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2946
 GZ2946.The geoid height was determined by GEOID03.
 GZ2946
 GZ2946;                    North         East     Units Scale Factor Converg.
 GZ2946;SPC KY1Z     - 1,092,836.586 1,631,266.395   MT  0.99998244   +0 54 26.6
 GZ2946;SPC KY1Z     - 3,585,414.70  5,351,913.16   sFT  0.99998244   +0 54 26.6
 GZ2946;SPC KY S     -   592,814.693   631,262.266   MT  0.99994997   +0 53 46.7
 GZ2946;SPC KY S     - 1,944,926.21  2,071,066.28   sFT  0.99994997   +0 53 46.7
 GZ2946;UTM  16      - 4,116,156.464   742,232.587   MT  1.00032288   +1 38 54.9
 GZ2946
 GZ2946                          SUPERSEDED SURVEY CONTROL
 GZ2946
 GZ2946  NAD 83(1986)-  37 09 37.62366(N)    084 16 19.53378(W) AD(       ) 4
 GZ2946  NAD 27      -  37 09 37.32000(N)    084 16 19.76600(W) AD(       ) 3
 GZ2946
 GZ2946.Superseded values are not recommended for survey control.
 GZ2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2946.See file dsdata.txt to determine how the superseded data were derived.
 GZ2946
 GZ2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4223316156(NAD 83)
 GZ2946_MARKER: 57 = LOOKOUT TOWER
 GZ2946
 GZ2946  HISTORY     - Date     Condition        Report By
 GZ2946  HISTORY     - 1950     FIRST OBSERVED   CGS
 GZ2946
 GZ2946                          STATION DESCRIPTION
 GZ2946
 GZ2946'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2946'STATION IS LOCATED ABOUT 18 MILES NORTHEAST OF SOMERSET AND 10 MILES
 GZ2946'NORTHWEST OF LONDON.  IT IS A FOUR-LEGGED STEEL STRUCTURE,
 GZ2946'PAINTED GREY AND ABOUT 90 FEET HIGH WITH AN ENCLOSED CAB ON TOP.  A
 GZ2946'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GZ2946'INDIAN TRAIL AND THE DISTANCE WAS FOUND TO BE 47.4 FEET (14.44
 GZ2946'METERS).  THE POINT TRAVERSED TO WAS THE INTERSECTION OF THE BASE
 GZ2946'OF THE TOWER.  THE POINT OBSERVED ON WAS THE APEX OF THE ROOF OF THE
 GZ2946'TOWER.
 GZ2946'
 GZ2946'TO REACH THE STATION FROM THE PUBLIC SQUARE IN SOMERSET GO NORTHEAST
 GZ2946'ON STATE HIGHWAY 80 FOR 23.2 MILES TO THE ENTRANCE TO THE LOOKOUT
 GZ2946'TOWER ON THE RIGHT, TURN RIGHT AND GO 0.5 MILE TO THE LOOKOUT TOWER
 GZ2946'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2116 ***********************************************************************
 HZ2116  DESIGNATION -  INDIANA ORD WKS 6014 SANI TANK
 HZ2116  PID         -  HZ2116
 HZ2116  STATE/COUNTY-  KY/OLDHAM
 HZ2116  USGS QUAD   -  OWEN (1983)
 HZ2116
 HZ2116                         *CURRENT SURVEY CONTROL
 HZ2116  ___________________________________________________________________
 HZ2116* NAD 83(1993)-  38 22 31.85353(N)    085 36 34.85529(W)     ADJUSTED  
 HZ2116* NAVD 88     -                                                        
 HZ2116  ___________________________________________________________________
 HZ2116  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 HZ2116  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HZ2116
 HZ2116  HORZ ORDER  -  THIRD
 HZ2116
 HZ2116.The horizontal coordinates were established by classical geodetic methods
 HZ2116.and adjusted by the National Geodetic Survey in May 1999..
 HZ2116
 HZ2116
 HZ2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2116
 HZ2116.The geoid height was determined by GEOID03.
 HZ2116
 HZ2116;                    North         East     Units Scale Factor Converg.
 HZ2116;SPC KY1Z     - 1,226,659.027 1,512,260.657   MT  0.99994280   +0 05 10.1
 HZ2116;SPC KY1Z     - 4,024,463.82  4,961,475.17   sFT  0.99994280   +0 05 10.1
 HZ2116;SPC KY N     -    98,056.334   381,195.986   MT  0.99996336   -0 50 44.9
 HZ2116;SPC KY N     -   321,706.49  1,250,640.50   sFT  0.99996336   -0 50 44.9
 HZ2116;UTM  16      - 4,248,395.351   621,443.900   MT  0.99978163   +0 51 47.6
 HZ2116
 HZ2116                          SUPERSEDED SURVEY CONTROL
 HZ2116
 HZ2116  NAD 83(1993)-  38 22 31.85368(N)    085 36 34.85533(W) AD(       ) 4
 HZ2116  NAD 83(1986)-  38 22 31.85702(N)    085 36 34.86203(W) AD(       ) 4
 HZ2116  NAD 27      -  38 22 31.61900(N)    085 36 35.00400(W) AD(       ) 3
 HZ2116
 HZ2116.Superseded values are not recommended for survey control.
 HZ2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2116.See file dsdata.txt to determine how the superseded data were derived.
 HZ2116
 HZ2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2144448395(NAD 83)
 HZ2116_MARKER: 53 = ELEVATED TANK
 HZ2116_SETTING: 0 = UNSPECIFIED SETTING
 HZ2116
 HZ2116  HISTORY     - Date     Condition        Report By
 HZ2116  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2116  HISTORY     - 1963     GOOD             AEROS
 HZ2116
 HZ2116                          STATION DESCRIPTION
 HZ2116
 HZ2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2116'THIS IS AN INTERSECTION STATION.
 HZ2116'
 HZ2116'THE STATION IS LOCATED ON GROUNDS OF THE INDIANA ORDNANCE PLANT NO.
 HZ2116'1, WHICH IS ABOUT 8 MI. SE. OF CHARLESTOWN.  IT IS A 6-LEGGED
 HZ2116'STEEL STRUCTURE, 150 FEET HIGH, PAINTED GRAY, AND HAS A CAPACITY OF
 HZ2116'75,000 GALLONS.
 HZ2116'
 HZ2116'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 HZ2116
 HZ2116                          STATION RECOVERY (1963)
 HZ2116
 HZ2116'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2116'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC6006 ***********************************************************************
 AC6006  SACS        -  This is a Secondary Airport Control Station.
 AC6006  DESIGNATION -  IOB A
 AC6006  PID         -  AC6006
 AC6006  STATE/COUNTY-  KY/MONTGOMERY
 AC6006  USGS QUAD   -  MOUNT STERLING (1979)
 AC6006
 AC6006                         *CURRENT SURVEY CONTROL
 AC6006  ___________________________________________________________________
 AC6006* NAD 83(1993)-  38 03 20.38203(N)    083 58 54.81298(W)     ADJUSTED  
 AC6006* NAVD 88     -       307.88   (meters)    1010.1    (feet)  GPS OBS   
 AC6006  ___________________________________________________________________
 AC6006  X           -     527,237.452 (meters)                     COMP
 AC6006  Y           -  -5,001,124.873 (meters)                     COMP
 AC6006  Z           -   3,910,480.181 (meters)                     COMP
 AC6006  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AC6006  ELLIP HEIGHT-         274.99  (meters)          (01/09/97) GPS OBS
 AC6006  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AC6006
 AC6006  HORZ ORDER  -  FIRST
 AC6006  ELLP ORDER  -  FOURTH    CLASS I
 AC6006
 AC6006.This mark is at Mount Sterling-Montgomery Co Airport (IOB)
 AC6006
 AC6006.The horizontal coordinates were established by GPS observations
 AC6006.and adjusted by the National Geodetic Survey in January 1997..
 AC6006
 AC6006.The orthometric height was determined by GPS observations and a
 AC6006.high-resolution geoid model.
 AC6006
 AC6006.GPS derived orthometric heights for airport stations designated as
 AC6006.PACS or SACS are published to 2 decimal places.  This maintains
 AC6006.centimeter relative accuracy between the PACS and SACS.  It does
 AC6006.not indicate centimeter accuracy relative to other marks which are
 AC6006.part of the NAVD 88 network.
 AC6006
 AC6006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6006
 AC6006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6006
 AC6006.The ellipsoidal height was determined by GPS observations
 AC6006.and is referenced to NAD 83.
 AC6006
 AC6006.The geoid height was determined by GEOID03.
 AC6006
 AC6006;                    North         East     Units Scale Factor Converg.
 AC6006;SPC KY1Z     - 1,192,618.506 1,655,156.503   MT  0.99990982   +1 05 08.0
 AC6006;SPC KY1Z     - 3,912,782.55  5,430,292.63   sFT  0.99990982   +1 05 08.0
 AC6006;SPC KY N     -    61,710.735   523,530.410   MT  0.99998773   +0 10 00.4
 AC6006;SPC KY N     -   202,462.64  1,717,616.02   sFT  0.99998773   +0 10 00.4
 AC6006;UTM  17      - 4,216,189.717   238,367.193   MT  1.00044315   -1 50 21.0
 AC6006;UTM  16      - 4,216,292.392   764,811.038   MT  1.00046376   +1 51 41.5
 AC6006
 AC6006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6006!SPC KY1Z     -   0.99995685  x   0.99990982  =   0.99986668
 AC6006!SPC KY N     -   0.99995685  x   0.99998773  =   0.99994458
 AC6006!UTM  17      -   0.99995685  x   1.00044315  =   1.00039998
 AC6006!UTM  16      -   0.99995685  x   1.00046376  =   1.00042059
 AC6006
 AC6006                          SUPERSEDED SURVEY CONTROL
 AC6006
 AC6006.No superseded survey control is available for this station.
 AC6006
 AC6006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC3836716190(NAD 83)
 AC6006_MARKER: DD = SURVEY DISK
 AC6006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6006_STAMPING: IOB A 1995
 AC6006_MARK LOGO: NGS   
 AC6006_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC6006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC6006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6006+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1996
 AC6006
 AC6006  HISTORY     - Date     Condition        Report By
 AC6006  HISTORY     - 1995     MONUMENTED       LOWE
 AC6006  HISTORY     - 19960828 GOOD             NGS
 AC6006
 AC6006                          STATION DESCRIPTION
 AC6006
 AC6006'DESCRIBED BY LOWE ENGINEERS 1995 (GRP)
 AC6006'THE STATION IS LOCATED ABOUT 2.98 KM (1.85 MI) WEST OF MT.  STERLING
 AC6006'AT THE MT.  STERLING AIRPORT.  AIRPORT MANAGER IS MR.  RONALD HILL,
 AC6006'TELEPHONE NUMBER 606-498-1000.  TO REACH THE STATION FROM THE JUNCTION
 AC6006'OF STATE HIGHWAYS 60 AND 11 IN MT.  STERLING GO WEST 3.38 KM (2.10 MI)
 AC6006'ON U.S.  HIGHWAY 60, WEST MAIN STREET, TO A PAVED ROAD RIGHT.  TURN
 AC6006'RIGHT AND GO NORTH 1.37 KM (0.85 MI) ON AIRPORT ROAD TO AIRPORT OFFICE
 AC6006'AND GATE ON RIGHT.  PASS THROUGH GATE, TURN RIGHT, AND GO SOUTHEAST
 AC6006'0.08 KM (0.05 MI) TO TAXIWAY B.  TURN RIGHT ON TAXIWAY B AND GO SOUTH
 AC6006'0.16 KM (0.10 MI) TO STATION ON RIGHT.  THE STATION IS THE CENTER OF A
 AC6006'5 CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE
 AC6006'ENCASED IN 16 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.
 AC6006'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.  THREE CIRCULAR
 AC6006'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS 56.1
 AC6006'M (184.1 FT) WEST-NORTHWEST FROM THE CENTERLINE OF RUNWAY 3.  40.1 M
 AC6006'(131.6 FT) SOUTH-SOUTHEAST FROM OUTSIDE CORNER OF TAXIWAY B AS IT
 AC6006'TURNS TOWARD RUNWAY 3.  29.1 M (95.5 FT) SOUTHWEST FROM CENTERLINE OF
 AC6006'TAXIWAY B AT THE HOLDING LINE.  17.2 M (56.4 FT) WEST-NORTHWEST FROM
 AC6006'NORTHWEST CORNER OF A STEEL GRATE CATCH BASIN.  THIS STATION IS A
 AC6006'SECONDARY AIRPORT CONTROL STATION.
 AC6006
 AC6006                          STATION RECOVERY (1996)
 AC6006
 AC6006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC6006'RECOVERED AS DESCRIBED BY THE CONTRACTOR (LOWE) IN 1995.  THIS IS A
 AC6006'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2540 ***********************************************************************
 HZ2540  DESIGNATION -  IOOF
 HZ2540  PID         -  HZ2540
 HZ2540  STATE/COUNTY-  KY/OWEN
 HZ2540  USGS QUAD   -  NEW LIBERTY (1987)
 HZ2540
 HZ2540                         *CURRENT SURVEY CONTROL
 HZ2540  ___________________________________________________________________
 HZ2540* NAD 83(1993)-  38 32 43.29337(N)    084 57 42.09587(W)     ADJUSTED  
 HZ2540* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 HZ2540  ___________________________________________________________________
 HZ2540  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 HZ2540  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HZ2540
 HZ2540  HORZ ORDER  -  SECOND
 HZ2540
 HZ2540.The horizontal coordinates were established by classical geodetic methods
 HZ2540.and adjusted by the National Geodetic Survey in April 1998..
 HZ2540
 HZ2540.The orthometric height was scaled from a topographic map.
 HZ2540
 HZ2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2540
 HZ2540.The geoid height was determined by GEOID03.
 HZ2540
 HZ2540;                    North         East     Units Scale Factor Converg.
 HZ2540;SPC KY1Z     - 1,245,792.864 1,568,720.355   MT  0.99997302   +0 29 02.4
 HZ2540;SPC KY1Z     - 4,087,238.75  5,146,710.03   sFT  0.99997302   +0 29 02.4
 HZ2540;SPC KY N     -   116,272.012   437,958.891   MT  0.99996301   -0 26 33.8
 HZ2540;SPC KY N     -   381,469.09  1,436,870.13   sFT  0.99996301   -0 26 33.8
 HZ2540;UTM  16      - 4,268,295.939   677,632.949   MT  0.99998859   +1 16 13.7
 HZ2540
 HZ2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2540!SPC KY1Z     -   0.99996374  x   0.99997302  =   0.99993677
 HZ2540!SPC KY N     -   0.99996374  x   0.99996301  =   0.99992676
 HZ2540!UTM  16      -   0.99996374  x   0.99998859  =   0.99995234
 HZ2540
 HZ2540:                Primary Azimuth Mark                     Grid Az
 HZ2540:SPC KY1Z     -  OWENTON MUNICIPAL TANK                   094 43 53.9
 HZ2540:SPC KY N     -  OWENTON MUNICIPAL TANK                   095 39 30.1
 HZ2540:UTM  16      -  OWENTON MUNICIPAL TANK                   093 56 42.6
 HZ2540
 HZ2540|---------------------------------------------------------------------|
 HZ2540| PID    Reference Object                     Distance      Geod. Az  |
 HZ2540|                                                           dddmmss.s |
 HZ2540| HZ2527 OWENTON MUNICIPAL TANK              APPROX.11.2 KM 0951256.3 |
 HZ2540| HZ2531 OWENTON OWEN CO CTHSE DOME          APPROX.10.9 KM 0951919.6 |
 HZ2540| AI6876 IOOF AZ MK                                         1202055.5 |
 HZ2540| AI6877 IOOF RM 1                            22.631 METERS 15715     |
 HZ2540| AI6878 IOOF RM 2                            22.406 METERS 27124     |
 HZ2540|---------------------------------------------------------------------|
 HZ2540
 HZ2540                          SUPERSEDED SURVEY CONTROL
 HZ2540
 HZ2540  NAD 83(1993)-  38 32 43.29355(N)    084 57 42.09605(W) AD(       ) 2
 HZ2540  NAD 83(1986)-  38 32 43.29675(N)    084 57 42.10456(W) AD(       ) 2
 HZ2540  NAD 27      -  38 32 43.06100(N)    084 57 42.28200(W) AD(       ) 2
 HZ2540
 HZ2540.Superseded values are not recommended for survey control.
 HZ2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2540.See file dsdata.txt to determine how the superseded data were derived.
 HZ2540
 HZ2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH7763368296(NAD 83)
 HZ2540_MARKER: DS = TRIANGULATION STATION DISK
 HZ2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2540_STAMPING: IOOF 1949
 HZ2540_MARK LOGO: CGS   
 HZ2540_PROJECTION: FLUSH
 HZ2540_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2540+STABILITY: SURFACE MOTION
 HZ2540
 HZ2540  HISTORY     - Date     Condition        Report By
 HZ2540  HISTORY     - 1949     MONUMENTED       CGS
 HZ2540  HISTORY     - 1963     GOOD             CGS
 HZ2540  HISTORY     - 1964     GOOD             CGS
 HZ2540  HISTORY     - 19840327 GOOD             CGS
 HZ2540
 HZ2540                          STATION DESCRIPTION
 HZ2540
 HZ2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2540'STATION IS LOCATED ABOUT 7 MILES WEST OF OWENTON AND 5 MILES SOUTH OF
 HZ2540'WHEATLEY ON THE PROPERTY OF THE INDEPENDENT ORDER OF ODD FELLOWS.
 HZ2540'THE STATION IS IN THE NORTHEAST CORNER OF CEMETERY.  IT IS 110 FEET
 HZ2540'EAST OF S S BARNES FAMILY MOMUMENT, 8 FEET SOUTHWEST OF A FENCE
 HZ2540'CORNER AND 6 FEET NORTH WEST OF A WHITE WITNESS POST.  THE MARK IS
 HZ2540'FLUSH AND THE DISK IS STAMPED IOOF 1949.
 HZ2540'
 HZ2540'REFERENCE MARK NO.1 IS 1 FOOT WEST OF A FENCELINE.  THE MARK IS FLUSH
 HZ2540'AND THE DISK IS STAMPED IOOF NO 1 1949.
 HZ2540'
 HZ2540'REFERENCE MARK NO.2 IS 45 FEET NORTHEAST OF S S BARNES FAMILY
 HZ2540'MONUMENT, 26 FEET EAST OF A 16 INCH CEDAR TREE AND 1 FOOT SOUTH OF A
 HZ2540'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED IOOF NO.2
 HZ2540'1949.
 HZ2540'
 HZ2540'AZIMUTH MARK IS 15 FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 2
 HZ2540'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCELINE.
 HZ2540'THE MARK IS FLUSH AND THE DISK IS STAMPED IOOF 1949.
 HZ2540'
 HZ2540'TO REACH THE STATION FROM THE OWEN COUNTY COURT HOUSE IN OWENTON, GO
 HZ2540'WEST ON STATE HIGHWAY NO.22 FOR 3.8 MILES TO A PAVED T ROAD
 HZ2540'NORTHWEST, TURN RIGHT ON PAVED ROAD AND GO NORTHWEST FOR 4.5 MILES TO
 HZ2540'THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.3 MILE TO A DRIVEWAY
 HZ2540'INTO CEMETERY ON THE RIGHT, TURN RIGHT INTO CEMETERY AND GO 0.1 MILE
 HZ2540'TO THE NORTHEAST CORNER OF CEMETERY AND THE STATION AS DESCRIBED.
 HZ2540'
 HZ2540'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HZ2540
 HZ2540                          STATION RECOVERY (1963)
 HZ2540
 HZ2540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HRW)
 HZ2540'FOUND STATION AND R.M.
 HZ2540
 HZ2540                          STATION RECOVERY (1964)
 HZ2540
 HZ2540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ2540'THE STATION WAS RECOVERED IN GOOD CONDITION, EXACTLY AS DESCRIBED,
 HZ2540'AND NO CHANGES WERE MADE IN DESCRIBING THIS MARK OTHER THAN THE
 HZ2540'SUBSTITUTION OF A STEEL WITNESS POST WHICH WAS PLACED IN THE SAME
 HZ2540'SPOT AS THE OLD WOODEN WITNESS POST.
 HZ2540'
 HZ2540'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.  IT IS 74.25
 HZ2540'FEET SSE OF THE STATION, 82 FEET SOUTH OF THE NE CEMETERY FENCE
 HZ2540'CORNER POST AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK IS STAMPED
 HZ2540'IOOF NO A 1949.
 HZ2540'
 HZ2540'REFERENCE MARK NO. 2 IS 73.51 FEET WEST OF THE STATION, 78 FEET WEST
 HZ2540'OF THE NE CORNER POST OF THE CEMETERY FENCE AND 1 FOOT SOUTH OF A
 HZ2540'WIRE FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HZ2540'STAMPED IOOF NO 2 1949.
 HZ2540'
 HZ2540'THE AZIMUTH MARK IS 0.4 MILE SE OF THE STATION, 14 FEET NNW OF THE
 HZ2540'CENTERLINE OF THE MAIN ROAD, 1 FOOT SOUTH OF A FENCE CORNER POST
 HZ2540'AND 1 FOOT SE OF A STEEL WITNESS POST WITH SIGN.  THE MARK IS 2
 HZ2540'INCHES UNDERGROUND AND THE DISK IS STAMPED IOOF 1949.
 HZ2540'
 HZ2540'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.1 MILE
 HZ2540'TO THE MAIN ROAD.  TURN LEFT AND GO EASTERLY ON THE MAIN ROAD FOR
 HZ2540'0.4 MILE TO THE MARK ON THE LEFT.
 HZ2540'
 HZ2540'THE TO REACH FOR THE STATION IS GOOD.
 HZ2540
 HZ2540                          STATION RECOVERY (1984)
 HZ2540
 HZ2540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1984 (CLN)
 HZ2540'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HZ2540'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND APPARENTLY HAS BEEN
 HZ2540'DESTROYED BY FARM WORK.  THE DIRECTIONS TO REFERENCE MARKS 1 AND 2 DID
 HZ2540'NOT CHECK PREVIOUS DATA RM 1 DIFFERED BY 3 MINUTES 23 SECONDS RM 2
 HZ2540'DIFFERED BY 10 DEGREES 2 MINUTES 34 SECONDS.  THE DISTANCE TO RM 1 AND
 HZ2540'2 DIFFERED FROM PREVIOUS DATA.  THE DISTANCE TO RM 1 WAS LONGER BY
 HZ2540'0.020 METER (0.066 FT) AND THE DISTANCE TO RM 2 WAS SHORTER BY 0.15
 HZ2540'METER.  (0.49 FT) THESE MARKS SHOWED NO SIGN OF DISTURBANCE.  A NEW
 HZ2540'AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION.
 HZ2540'THE STATION IS LOCATED ABOUT 40 KM (24.85 MI) NORTH OF FRANKFORT 13 KM
 HZ2540'(8.05 MI) WEST OF OWENTON 0.8 KM (0.50 MI) WEST OF SQUIRESVILLE AND IN
 HZ2540'THE NORTHEAST CORNER OF A CEMETARY.  TO REACH THE STATION FROM THE
 HZ2540'OWEN COUNTY COURTHOUSE IN OWENTON GO WEST ON STATE HIGHWAY 22 FOR 6.1
 HZ2540'KM (3.80 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST 7.0
 HZ2540'KM (4.35 MI) TO THE SQUIRESVILLE BAPTIST CHURCH CONTINUE WEST 0.3 KM
 HZ2540'(0.20 MI) TO THE AZIMUTH MARK ON THE LEFT CONTIUNUE WEST 0.3 KM (0.20
 HZ2540'MI) TO AN ENTRANCE DRIVE AT A CEMETARY ON THE RIGHT. TURN RIGHT AND GO
 HZ2540'NORTH 0.1 KM (0.05 MI) TO THE STATION ON THE NORTHEAST CORNER OF THE
 HZ2540'CEMETARY. THE STATION IS A STANDARD CGS DISK STAMPED--IOOF 1949--, SET
 HZ2540'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 HZ2540'DIAMETER FLUSH WITH GROUND.  THE STATION IS LOCATED 33.2 METERS (108.9
 HZ2540'FT) EAST FROM THE BARNES FAMILY MONUMENT 3.0 METERS (9.8 FT) SOUTHWEST
 HZ2540'FROM A FENCE CORNER 2.6 METERS (8.5 FT) SOUTH FROM A WITNESS POST IN A
 HZ2540'FENCE ROW. REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--IOOF NO
 HZ2540'1 1949--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30
 HZ2540'CM) IN DIAMETER FLUSH WITH GROUND.  THE STATION IS LOCATED 13.4 METERS
 HZ2540'(44.0 FT) EAST NORTHEAST FROM THE CENTERLINE OF THE DRIVEWAY 0.3
 HZ2540'METERS (1.0 FT) WEST FROM A WIRE FENCE AND 0.3 METERS (1.0 FT) LOWER
 HZ2540'THAN THE STATION. REFERENCE MARK NO 2 IS A STANDARD CGS DISK
 HZ2540'STAMPED--IOOF NO 2 1949--, IN THE TOP OF A SQUARE CONCRETE MONUMENT 12
 HZ2540'IN. (30 CM) IN DIAMETER RECESSED 3 INCHES (8 CM) BELOW THE GROUND.
 HZ2540'THE STATION IS LOCATED 13.7 METERS (44.9 FT) NORTHEAST FROM THE BARNES
 HZ2540'FAMILY MONUMENT 0.3 0.3 METERS (1.0 FT) SOUTH FROM A WIRE FENCE AND
 HZ2540'0.6 METERS (2.0 FT) HIGHER   THAN THE STATION. AZIMUTH MARK NO 2 IS A
 HZ2540'STANDARD NGS DISK STAMPED---IOOF 1949 NO 2 1984---, SET INTO THE TOP
 HZ2540'OF A ROUND CONCRETE MONUMENT 10 INCHES (25 CM) IN DIAMETER, PROJECTING
 HZ2540'3 INCHES (8 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 6.1 METERS
 HZ2540'(20.0 FT) SOUTH FROM THE CENERLINE OF THE PAVED ROAD, 3.4 METERS (11.2
 HZ2540'FT) EAST FROM THE CENETRLINE OF THE DRIVEWAY, 0.8 METERS (2.6 FT) WEST
 HZ2540'FROM A CARSONITE WITNESS POST, 0.6 METERS (2.0 FT) NORTH FROM A WIRE
 HZ2540'FENCE.  TO REACH THE AZIMUTH MARK FROM THE CEMETARY ENTRANCE NEAR THE
 HZ2540'STATION GO SOUTHEAST ON THE PAVED ROAD 0.3 KM (0.20 MI) TO A DRIVEWAY
 HZ2540'ON THE RIGHT LEADING TO FARMHOUSE RUINS AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1489 ***********************************************************************
 HZ1489  DESIGNATION -  IRON BAR
 HZ1489  PID         -  HZ1489
 HZ1489  STATE/COUNTY-  KY/JEFFERSON
 HZ1489  USGS QUAD   -  NEW ALBANY (1992)
 HZ1489
 HZ1489                         *CURRENT SURVEY CONTROL
 HZ1489  ___________________________________________________________________
 HZ1489* NAD 83(1986)-  38 16 42.     (N)    085 47 26.     (W)     SCALED    
 HZ1489* NAVD 88     -       131.101  (meters)     430.12   (feet)  ADJUSTED  
 HZ1489  ___________________________________________________________________
 HZ1489  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1489  DYNAMIC HT  -         131.012 (meters)     429.83  (feet)  COMP
 HZ1489  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 HZ1489
 HZ1489  VERT ORDER  -  FIRST     CLASS II
 HZ1489
 HZ1489.The horizontal coordinates were scaled from a topographic map and have
 HZ1489.an estimated accuracy of +/- 6 seconds.
 HZ1489
 HZ1489.The orthometric height was determined by differential leveling
 HZ1489.and adjusted by the National Geodetic Survey in June 1991..
 HZ1489.WARNING-Repeat measurements at this control monument indicate possible
 HZ1489.vertical movement.
 HZ1489
 HZ1489.The geoid height was determined by GEOID03.
 HZ1489
 HZ1489.The dynamic height is computed by dividing the NAVD 88
 HZ1489.geopotential number by the normal gravity value computed on the
 HZ1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1489.degrees latitude (g = 980.6199 gals.).
 HZ1489
 HZ1489.The modeled gravity was interpolated from observed gravity values.
 HZ1489
 HZ1489;                    North         East    Units  Estimated Accuracy
 HZ1489;SPC KY1Z     - 1,215,860.    1,496,450.      MT  (+/- 180 meters Scaled)
 HZ1489
 HZ1489                          SUPERSEDED SURVEY CONTROL
 HZ1489
 HZ1489  NGVD 29 (??/??/92)  131.245  (m)          430.59   (f) ADJ UNCH    1 2
 HZ1489
 HZ1489.Superseded values are not recommended for survey control.
 HZ1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1489.See file dsdata.txt to determine how the superseded data were derived.
 HZ1489
 HZ1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH057373(NAD 83)
 HZ1489_MARKER: Z = SEE DESCRIPTION
 HZ1489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1489_SP_SET: ABUTMENT
 HZ1489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1489
 HZ1489  HISTORY     - Date     Condition        Report By
 HZ1489  HISTORY     - UNK      MONUMENTED       RBNF
 HZ1489  HISTORY     - 1954     GOOD             NGS
 HZ1489  HISTORY     - 1967     GOOD             NGS
 HZ1489
 HZ1489                          STATION DESCRIPTION
 HZ1489
 HZ1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1489'AT LOUISVILLE.
 HZ1489'AT LOUISVILLE, AT THE LOUISVILLE AND PORTLAND CANAL, AT LOCK
 HZ1489'41, AT THE NORTH END OF 27TH STREET BRIDGE OVER CANAL, IN THE
 HZ1489'TOP OF STONE COPING ON TOP OF LOCK WALL, 4 FEET NORTH OF THE
 HZ1489'NORTH EDGE OF LOCK WALL, 4.4 FEET WEST OF WEST FACE OF NORTH
 HZ1489'ABUTMENT OF 27TH STREET BRIDGE, ABOUT 18 FEET BELOW LEVEL OF
 HZ1489'BRIDGE FLOOR, IN THE TOP OF THE SOUTHWEST CORNER OF THE SECOND
 HZ1489'STONE SLAB NORTH OF THE LOCK WALL AND THE FIRST SLAB WEST OF
 HZ1489'BRIDGE ABUTMENT, A 1-INCH IRON BAR PROJECTING ABOUT 5 INCHES.
 HZ1489
 HZ1489                          STATION RECOVERY (1967)
 HZ1489
 HZ1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HZ1489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1338 ***********************************************************************
 HA1338  CBN         -  This is a Cooperative Base Network Control Station.
 HA1338  DESIGNATION -  IRVINGTON
 HA1338  PID         -  HA1338
 HA1338  STATE/COUNTY-  KY/MEADE
 HA1338  USGS QUAD   -  IRVINGTON (1953)
 HA1338
 HA1338                         *CURRENT SURVEY CONTROL
 HA1338  ___________________________________________________________________
 HA1338* NAD 83(1993)-  37 54 00.86466(N)    086 16 01.11457(W)     ADJUSTED  
 HA1338* NAVD 88     -       213.0    (meters)     699.     (feet)  GPS OBS   
 HA1338  ___________________________________________________________________
 HA1338  X           -     328,101.362 (meters)                     COMP
 HA1338  Y           -  -5,028,689.038 (meters)                     COMP
 HA1338  Z           -   3,896,823.357 (meters)                     COMP
 HA1338  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 HA1338  ELLIP HEIGHT-         180.50  (meters)          (11/03/04) GPS OBS
 HA1338  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HA1338
 HA1338  HORZ ORDER  -  B
 HA1338  ELLP ORDER  -  THIRD     CLASS I
 HA1338
 HA1338.The horizontal coordinates were established by GPS observations
 HA1338.and adjusted by the National Geodetic Survey in September 1994..
 HA1338
 HA1338.The orthometric height was determined by GPS observations and a
 HA1338.high-resolution geoid model.
 HA1338
 HA1338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1338
 HA1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1338
 HA1338.The ellipsoidal height was determined by GPS observations
 HA1338.and is referenced to NAD 83.
 HA1338
 HA1338.The geoid height was determined by GEOID03.
 HA1338
 HA1338;                    North         East     Units Scale Factor Converg.
 HA1338;SPC KY1Z     - 1,174,024.998 1,454,535.811   MT  0.99990503   -0 19 02.7
 HA1338;SPC KY1Z     - 3,851,780.35  4,772,089.57   sFT  0.99990503   -0 19 02.7
 HA1338;SPC KY S     -   674,016.623   454,531.754   MT  0.99999413   -0 18 48.7
 HA1338;SPC KY S     - 2,211,336.20  1,491,242.93   sFT  0.99999413   -0 18 48.7
 HA1338;UTM  16      - 4,194,999.800   564,445.045   MT  0.99965115   +0 27 01.1
 HA1338
 HA1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1338!SPC KY1Z     -   0.99997168  x   0.99990503  =   0.99987671
 HA1338!SPC KY S     -   0.99997168  x   0.99999413  =   0.99996581
 HA1338!UTM  16      -   0.99997168  x   0.99965115  =   0.99962284
 HA1338
 HA1338|---------------------------------------------------------------------|
 HA1338| PID    Reference Object                     Distance      Geod. Az  |
 HA1338|                                                           dddmmss.s |
 HA1338| CG8207 IRVINGTON RM 1                       15.225 METERS 05130     |
 HA1338| CG8208 IRVINGTON RM 2                       16.770 METERS 13644     |
 HA1338| CG8206 IRVINGTON AZ MK                                    2342404.8 |
 HA1338|---------------------------------------------------------------------|
 HA1338
 HA1338                          SUPERSEDED SURVEY CONTROL
 HA1338
 HA1338  ELLIP H (09/07/94)  180.51   (m)                       GP(       ) 4 1
 HA1338  NAD 83(1986)-  37 54 00.87744(N)    086 16 01.12188(W) AD(       ) 3
 HA1338  NAD 27      -  37 54 00.65200(N)    086 16 01.22200(W) AD(       ) 3
 HA1338
 HA1338.Superseded values are not recommended for survey control.
 HA1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1338.See file dsdata.txt to determine how the superseded data were derived.
 HA1338
 HA1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6444595000(NAD 83)
 HA1338_MARKER: DS = TRIANGULATION STATION DISK
 HA1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1338_SP_SET: CONCRETE POST
 HA1338_STAMPING: IRVINGTON 1950
 HA1338_MARK LOGO: CGS   
 HA1338_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1338+STABILITY: SURFACE MOTION
 HA1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1338+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 HA1338
 HA1338  HISTORY     - Date     Condition        Report By
 HA1338  HISTORY     - 1950     MONUMENTED       CGS
 HA1338  HISTORY     - 1950     GOOD             CGS
 HA1338  HISTORY     - 1982     GOOD             LOCENG
 HA1338  HISTORY     - 19931205 GOOD             NGS
 HA1338  HISTORY     - 19940210 GOOD
 HA1338  HISTORY     - 20010919 GOOD             KYDT
 HA1338  HISTORY     - 20030110 GOOD             WOOLPT
 HA1338
 HA1338                          STATION DESCRIPTION
 HA1338
 HA1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1338'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF IRVINGTON ON PROPERTY
 HA1338'OF MR. LINOEL GREENWELL.  IT IS 28 FEET NORTHWEST OF THE CENTER LINE
 HA1338'OF U.S. HIGHWAY NO. 60, 51 FEET SOUTHWEST OF A POWER LINE POLE, 2
 HA1338'FEET NORTHWEST OF A FENCE LINE AND 6 FEET WEST OF A WHITE WITNESS
 HA1338'POST.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED IRVINGTON 1950.
 HA1338'
 HA1338'REFERENCE MARK NO. 1 IS 33 FEET NORTHWEST OF THE CENTER LINE OF
 HA1338'HIGHWAY, 1 FOOT SOUTHWEST OF A POWER LINE POLE AND 57 FEET
 HA1338'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME BUILDING.  THE MARK
 HA1338'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED IRVINGTON NO 1
 HA1338'1950.
 HA1338'
 HA1338'REFERENCE MARK NO. 2 IS 25 FEET SOUTHEAST OF THE CENTER LINE OF
 HA1338'HIGHWAY AND 1 FOOT NORTHWEST OF A FENCE LINE.  THE MARK PROJECTS
 HA1338'ABOUT 3 INCHES AND THE DISK IS STAMPED IRVINGTON NO 2 1950.
 HA1338'
 HA1338'AZIMUTH MARK IS ABOUT 100 FEET NORTHEAST OF THE BRECKINRIDGE-MEADE
 HA1338'COUNTY LINE, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1
 HA1338'FOOT NORTHWEST OF A FENCE LINE AND 2 FEET NORTHEAST OF A WHITE
 HA1338'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 HA1338'STAMPED IRVINGTON 1950.
 HA1338'
 HA1338'TO REACH THE STATION FROM THE NORTHWEST END OF THE RAILROAD STATION
 HA1338'IN IRVINGTON GO NORTHEAST ON U. S. HIGHWAY NO. 60 FOR 1.35 MILES
 HA1338'TO COUNTY LINE AND AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE
 HA1338'NORTHEAST ON HIGHWAY FOR 0.4 MILE TO STATION ON LEFT AS
 HA1338'DESCRIBED.
 HA1338'
 HA1338'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HA1338
 HA1338                          STATION RECOVERY (1950)
 HA1338
 HA1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 HA1338'RECOVERED IN GOOD CONDITION.
 HA1338
 HA1338                          STATION RECOVERY (1982)
 HA1338
 HA1338'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (RC)
 HA1338'IRVINGTON NO. 2 1950 RECOVERED GOOD.
 HA1338'
 HA1338'AZIMUTH MARK RECOVERED AS DESCRIBED.
 HA1338'
 HA1338'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHEAST OF
 HA1338'IRVINGTON.
 HA1338
 HA1338                          STATION RECOVERY (1993)
 HA1338
 HA1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HA1338'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) WEST OF FORT KNOX, 2.0
 HA1338'MI (3.2 KM) NORTHEAST OF IRVINGTON AT THE TOP OF A SMALL RISE.
 HA1338'OWNERSHIP--HIGHWAY RIGHT OF WAY.
 HA1338'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HA1338'ROUTE 79 IN IRVINGTON, GO NORTHERLY ON STATE ROUTE 79 FOR 0.8 MI
 HA1338'(1.3 KM) TO A RAILROAD CROSSING.  CONTINUE AHEAD ON STATE ROUTE 79
 HA1338'AND GO 0.3 MI (0.5 KM) TO STATE ROUTE 477 ON THE LEFT.  CONTINUE
 HA1338'AHEAD AND GO NORTHEAST FOR 0.85 MI (1.37 KM) TO THE
 HA1338'MEADE/BRECKINRIDGE COUNTY LINE.  CONTINUE AHEAD NORTHEAST ON STATE
 HA1338'ROUTE 79 FOR 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT.
 HA1338'THE STATION IS RECESSED 10 CM BELOW THE LEVEL OF THE GROUND.  LOCATED
 HA1338'29.7 M (97.4 FT) NORTHEAST FROM THE CENTERLINE OF OWENS ROAD, 16.1 M
 HA1338'(52.8 FT) SOUTHWEST FROM THE A UTILITY POLE, 9.2 M (30.2 FT)
 HA1338'NORTHWEST FROM THE CENTERLINE OF STATE ROUTE 79, 0.35 M (1.15 FT)
 HA1338'SOUTHEAST FROM A FENCELINE AND 0.25 M (0.82 FT) SOUTHEAST FROM A
 HA1338'WITNESS POST.
 HA1338
 HA1338                          STATION RECOVERY (1994)
 HA1338
 HA1338'RECOVERED 1994
 HA1338'RECOVERED IN GOOD CONDITION.
 HA1338
 HA1338                          STATION RECOVERY (2001)
 HA1338
 HA1338'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HA1338'THE STATION AND RM 1 WERE RECOVERED THIS DATE, RM 2 WAS FOUND PUSHED
 HA1338'OVER IN GROUND AND THE DISK RECOVERED, AZIMUTH MARK WAS NOT FOUND.
 HA1338
 HA1338                          STATION RECOVERY (2003)
 HA1338
 HA1338'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HA1338'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0438 ***********************************************************************
 GD0438  DESIGNATION -  IX
 GD0438  PID         -  GD0438
 GD0438  STATE/COUNTY-  KY/HICKMAN
 GD0438  USGS QUAD   -  CLINTON (1981)
 GD0438
 GD0438                         *CURRENT SURVEY CONTROL
 GD0438  ___________________________________________________________________
 GD0438* NAD 83(1986)-  36 39 59.     (N)    088 59 38.     (W)     SCALED    
 GD0438* NAVD 88     -       119.078  (meters)     390.68   (feet)  ADJUSTED  
 GD0438  ___________________________________________________________________
 GD0438  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GD0438  DYNAMIC HT  -         118.986 (meters)     390.37  (feet)  COMP
 GD0438  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 GD0438
 GD0438  VERT ORDER  -  FIRST     CLASS II
 GD0438
 GD0438.The horizontal coordinates were scaled from a topographic map and have
 GD0438.an estimated accuracy of +/- 6 seconds.
 GD0438
 GD0438.The orthometric height was determined by differential leveling
 GD0438.and adjusted by the National Geodetic Survey in June 1991..
 GD0438
 GD0438.The geoid height was determined by GEOID03.
 GD0438
 GD0438.The dynamic height is computed by dividing the NAVD 88
 GD0438.geopotential number by the normal gravity value computed on the
 GD0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0438.degrees latitude (g = 980.6199 gals.).
 GD0438
 GD0438.The modeled gravity was interpolated from observed gravity values.
 GD0438
 GD0438;                    North         East    Units  Estimated Accuracy
 GD0438;SPC KY1Z     - 1,042,010.    1,210,020.      MT  (+/- 180 meters Scaled)
 GD0438
 GD0438                          SUPERSEDED SURVEY CONTROL
 GD0438
 GD0438  NGVD 29 (??/??/??)  118.994  (m)          390.40   (f) ADJUSTED    1 2
 GD0438
 GD0438.Superseded values are not recommended for survey control.
 GD0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0438.See file dsdata.txt to determine how the superseded data were derived.
 GD0438
 GD0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF218597(NAD 83)
 GD0438_MARKER: DB = BENCH MARK DISK
 GD0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0438_SP_SET: BUILDING
 GD0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0438
 GD0438  HISTORY     - Date     Condition        Report By
 GD0438  HISTORY     - UNK      MONUMENTED       CGS
 GD0438  HISTORY     - 1948     GOOD             CGS
 GD0438  HISTORY     - 1974     MARK NOT FOUND   NGS
 GD0438
 GD0438                          STATION DESCRIPTION
 GD0438
 GD0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0438'AT CLINTON.
 GD0438'AT CLINTON, NEAR THE SOUTH EDGE AND ON THE WEST END OF THE
 GD0438'LIMESTONE DOOR SILL AT THE SOUTH ENTRANCE TO THE COUNTY COURT
 GD0438'HOUSE, THE LETTERS U.S.B.M. HAVE BEEN WORN AWAY BUT THE 1-INCH
 GD0438'SQUARE IS STILL WELL DEFINED.  NOTE-- REMODELING OF SILL MAY
 GD0438'HAVE COVERED IT.
 GD0438
 GD0438                          STATION RECOVERY (1974)
 GD0438
 GD0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0681 ***********************************************************************
 HZ0681  DESIGNATION -  J
 HZ0681  PID         -  HZ0681
 HZ0681  STATE/COUNTY-  KY/GRANT
 HZ0681  USGS QUAD   -  WALTON (1984)
 HZ0681
 HZ0681                         *CURRENT SURVEY CONTROL
 HZ0681  ___________________________________________________________________
 HZ0681* NAD 83(1986)-  38 46 37.     (N)    084 36 15.     (W)     SCALED    
 HZ0681* NAVD 88     -       281.278  (meters)     922.83   (feet)  ADJUSTED  
 HZ0681  ___________________________________________________________________
 HZ0681  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0681  DYNAMIC HT  -         281.094 (meters)     922.22  (feet)  COMP
 HZ0681  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 HZ0681
 HZ0681  VERT ORDER  -  FIRST     CLASS II
 HZ0681
 HZ0681.The horizontal coordinates were scaled from a topographic map and have
 HZ0681.an estimated accuracy of +/- 6 seconds.
 HZ0681
 HZ0681.The orthometric height was determined by differential leveling
 HZ0681.and adjusted by the National Geodetic Survey in June 1991..
 HZ0681.WARNING-Repeat measurements at this control monument indicate possible
 HZ0681.vertical movement.
 HZ0681
 HZ0681.The geoid height was determined by GEOID03.
 HZ0681
 HZ0681.The dynamic height is computed by dividing the NAVD 88
 HZ0681.geopotential number by the normal gravity value computed on the
 HZ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0681.degrees latitude (g = 980.6199 gals.).
 HZ0681
 HZ0681.The modeled gravity was interpolated from observed gravity values.
 HZ0681
 HZ0681;                    North         East    Units  Estimated Accuracy
 HZ0681;SPC KY1Z     - 1,271,820.    1,599,570.      MT  (+/- 180 meters Scaled)
 HZ0681
 HZ0681                          SUPERSEDED SURVEY CONTROL
 HZ0681
 HZ0681  NGVD 29 (??/??/92)  281.446  (m)          923.38   (f) ADJ UNCH    1 2
 HZ0681
 HZ0681.Superseded values are not recommended for survey control.
 HZ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0681.See file dsdata.txt to determine how the superseded data were derived.
 HZ0681
 HZ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH081947(NAD 83)
 HZ0681_MARKER: B = BOLT
 HZ0681_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HZ0681_SP_SET: FOUNDATION
 HZ0681_MARK LOGO: NONE  
 HZ0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0681+STABILITY: SURFACE MOTION
 HZ0681
 HZ0681  HISTORY     - Date     Condition        Report By
 HZ0681  HISTORY     - UNK      MONUMENTED       CGS
 HZ0681  HISTORY     - 1949     GOOD             NGS
 HZ0681  HISTORY     - 1964     GOOD             NGS
 HZ0681  HISTORY     - 1985     GOOD             NGS
 HZ0681
 HZ0681                          STATION DESCRIPTION
 HZ0681
 HZ0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0681'AT CRITTENDEN.
 HZ0681'AT CRITTENDEN, ABOUT 0.1 MILE NORTHWEST OF THE SOUTHERN RAILWAY
 HZ0681'STATION AT CRITTENDEN, LEADED IN THE FIRST ROW OF STONE MASONRY
 HZ0681'FOUNDATION BELOW THE BASE BOARD IN THE SOUTH FACE OF TWO STORY
 HZ0681'HOUSE OWNED BY JOE COLLINS, 153 FEET WEST OF THE CENTER LINE OF
 HZ0681'U.S. HIGHWAY 25, AND 7.1 FEET EAST OF THE SOUTHWEST CORNER OF THE
 HZ0681'HOUSE.
 HZ0681
 HZ0681                          STATION RECOVERY (1964)
 HZ0681
 HZ0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0681'RECOVERED IN GOOD CONDITION.
 HZ0681
 HZ0681                          STATION RECOVERY (1985)
 HZ0681
 HZ0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1579 ***********************************************************************
 HY1579  DESIGNATION -  J 10
 HY1579  PID         -  HY1579
 HY1579  STATE/COUNTY-  KY/CARTER
 HY1579  USGS QUAD   -  OLIVE HILL (1975)
 HY1579
 HY1579                         *CURRENT SURVEY CONTROL
 HY1579  ___________________________________________________________________
 HY1579* NAD 83(1986)-  38 18 02.     (N)    083 10 26.     (W)     SCALED    
 HY1579* NAVD 88     -       231.373  (meters)     759.10   (feet)  ADJUSTED  
 HY1579  ___________________________________________________________________
 HY1579  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1579  DYNAMIC HT  -         231.217 (meters)     758.58  (feet)  COMP
 HY1579  MODELED GRAV-     979,946.9   (mgal)                       NAVD 88
 HY1579
 HY1579  VERT ORDER  -  FIRST     CLASS I
 HY1579
 HY1579.The horizontal coordinates were scaled from a topographic map and have
 HY1579.an estimated accuracy of +/- 6 seconds.
 HY1579
 HY1579.The orthometric height was determined by differential leveling
 HY1579.and adjusted by the National Geodetic Survey in June 1991..
 HY1579
 HY1579.The geoid height was determined by GEOID03.
 HY1579
 HY1579.The dynamic height is computed by dividing the NAVD 88
 HY1579.geopotential number by the normal gravity value computed on the
 HY1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1579.degrees latitude (g = 980.6199 gals.).
 HY1579
 HY1579.The modeled gravity was interpolated from observed gravity values.
 HY1579
 HY1579;                    North         East    Units  Estimated Accuracy
 HY1579;SPC KY1Z     - 1,221,440.    1,725,300.      MT  (+/- 180 meters Scaled)
 HY1579
 HY1579                          SUPERSEDED SURVEY CONTROL
 HY1579
 HY1579  NGVD 29 (??/??/92)  231.550  (m)          759.68   (f) ADJ UNCH    1 1
 HY1579
 HY1579.Superseded values are not recommended for survey control.
 HY1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1579.See file dsdata.txt to determine how the superseded data were derived.
 HY1579
 HY1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC099413(NAD 83)
 HY1579_MARKER: DB = BENCH MARK DISK
 HY1579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1579_SP_SET: BUILDING
 HY1579_STAMPING: 759.598 J 10 1928
 HY1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1579
 HY1579  HISTORY     - Date     Condition        Report By
 HY1579  HISTORY     - 1928     MONUMENTED       CGS
 HY1579  HISTORY     - 1967     GOOD             NGS
 HY1579
 HY1579                          STATION DESCRIPTION
 HY1579
 HY1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1579'AT OLIVE HILL.
 HY1579'AT OLIVE HILL, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 HY1579'RAILROAD AND CROSS STREET, ABOUT 75 YARDS NORTHEAST OF AND
 HY1579'ACROSS BOTH STREETS FROM THE CHESAPEAKE AND OHIO RAILWAY STATION,
 HY1579'SET VERTICALLY IN THE FACE OF A LARGE TWO-STORIED BRICK BUILDING,
 HY1579'17.2 FEET EAST OF THE EAST CURB OF CROSS STREET, 8.6 FEET NORTH
 HY1579'OF THE NORTH CURB OF RAILROAD STREET, 10.0 FEET EAST OF THE
 HY1579'SOUTHWEST CORNER OF THE BUILDING AND 1 FOOT ABOVE THE LEVEL OF
 HY1579'THE STREETS.  NOTE-- ABOUT 1/3 OF THE DISK IS BELOW THE LEVEL
 HY1579'OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1794 ***********************************************************************
 GY1794  DESIGNATION -  J 11
 GY1794  PID         -  GY1794
 GY1794  STATE/COUNTY-  KY/MORGAN
 GY1794  USGS QUAD   -  CANNEL CITY (1993)
 GY1794
 GY1794                         *CURRENT SURVEY CONTROL
 GY1794  ___________________________________________________________________
 GY1794* NAD 83(1986)-  37 52 17.     (N)    083 15 30.     (W)     SCALED    
 GY1794* NAVD 88     -       244.655  (meters)     802.67   (feet)  ADJUSTED  
 GY1794  ___________________________________________________________________
 GY1794  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GY1794  DYNAMIC HT  -         244.477 (meters)     802.09  (feet)  COMP
 GY1794  MODELED GRAV-     979,893.4   (mgal)                       NAVD 88
 GY1794
 GY1794  VERT ORDER  -  FIRST     CLASS I
 GY1794
 GY1794.The horizontal coordinates were scaled from a topographic map and have
 GY1794.an estimated accuracy of +/- 6 seconds.
 GY1794
 GY1794.The orthometric height was determined by differential leveling
 GY1794.and adjusted by the National Geodetic Survey in June 1991..
 GY1794
 GY1794.The geoid height was determined by GEOID03.
 GY1794
 GY1794.The dynamic height is computed by dividing the NAVD 88
 GY1794.geopotential number by the normal gravity value computed on the
 GY1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1794.degrees latitude (g = 980.6199 gals.).
 GY1794
 GY1794.The modeled gravity was interpolated from observed gravity values.
 GY1794
 GY1794;                    North         East    Units  Estimated Accuracy
 GY1794;SPC KY1Z     - 1,173,620.    1,719,180.      MT  (+/- 180 meters Scaled)
 GY1794
 GY1794                          SUPERSEDED SURVEY CONTROL
 GY1794
 GY1794  NGVD 29 (??/??/92)  244.814  (m)          803.19   (f) ADJ UNCH    1 1
 GY1794
 GY1794.Superseded values are not recommended for survey control.
 GY1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1794.See file dsdata.txt to determine how the superseded data were derived.
 GY1794
 GY1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB013939(NAD 83)
 GY1794_MARKER: DB = BENCH MARK DISK
 GY1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1794_STAMPING: 803.269 J 11 1928
 GY1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1794+STABILITY: SURFACE MOTION
 GY1794
 GY1794  HISTORY     - Date     Condition        Report By
 GY1794  HISTORY     - 1928     MONUMENTED       CGS
 GY1794  HISTORY     - 1967     GOOD             NGS
 GY1794
 GY1794                          STATION DESCRIPTION
 GY1794
 GY1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1794'2.4 MI SE FROM INDEX.
 GY1794'ABOUT 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 191 FROM THE JUNCTION
 GY1794'OF U.S. HIGHWAY 460 AT INDEX, AT THE SMALL VILLAGE OF MALONE,
 GY1794'ABOUT 60 YARDS NORTHEAST OF THE MALONE POST OFFICE BUILDING, 141
 GY1794'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF
 GY1794'THE NORTH CORNER OF A ONE STORY WHITE FRAME HOUSE, 4 FEET SOUTHEAST
 GY1794'OF THE CENTER LINE OF A DRIVEWAY, 1 1/2 FEET NORTHEAST OF A
 GY1794'FENCE LINE, 1.3 FEET NORTHEAST OF A METAL WITNESS POST, 6 FEET
 GY1794'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GY1794'POST 2 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0528 ***********************************************************************
 GD0528  DESIGNATION -  J 118
 GD0528  PID         -  GD0528
 GD0528  STATE/COUNTY-  KY/FULTON
 GD0528  USGS QUAD   -  BONDURANT (1982)
 GD0528
 GD0528                         *CURRENT SURVEY CONTROL
 GD0528  ___________________________________________________________________
 GD0528* NAD 83(1986)-  36 32 50.     (N)    089 15 03.     (W)     SCALED    
 GD0528* NAVD 88     -        89.673  (meters)     294.20   (feet)  ADJUSTED  
 GD0528  ___________________________________________________________________
 GD0528  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0528  DYNAMIC HT  -          89.603 (meters)     293.97  (feet)  COMP
 GD0528  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 GD0528
 GD0528  VERT ORDER  -  FIRST     CLASS I
 GD0528
 GD0528.The horizontal coordinates were scaled from a topographic map and have
 GD0528.an estimated accuracy of +/- 6 seconds.
 GD0528
 GD0528.The orthometric height was determined by differential leveling
 GD0528.and adjusted by the National Geodetic Survey in June 1991..
 GD0528.WARNING-Repeat measurements at this control monument indicate possible
 GD0528.vertical movement.
 GD0528
 GD0528.The geoid height was determined by GEOID03.
 GD0528
 GD0528.The dynamic height is computed by dividing the NAVD 88
 GD0528.geopotential number by the normal gravity value computed on the
 GD0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0528.degrees latitude (g = 980.6199 gals.).
 GD0528
 GD0528.The modeled gravity was interpolated from observed gravity values.
 GD0528
 GD0528;                    North         East    Units  Estimated Accuracy
 GD0528;SPC KY1Z     - 1,029,620.    1,186,570.      MT  (+/- 180 meters Scaled)
 GD0528
 GD0528                          SUPERSEDED SURVEY CONTROL
 GD0528
 GD0528  NGVD 29 (??/??/??)   89.604  (m)          293.98   (f) ADJUSTED    1 1
 GD0528
 GD0528.Superseded values are not recommended for survey control.
 GD0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0528.See file dsdata.txt to determine how the superseded data were derived.
 GD0528
 GD0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF985470(NAD 83)
 GD0528_MARKER: DB = BENCH MARK DISK
 GD0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0528_SP_SET: CULVERT
 GD0528_STAMPING: J 118 1938
 GD0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0528+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2002
 GD0528
 GD0528  HISTORY     - Date     Condition        Report By
 GD0528  HISTORY     - 1938     MONUMENTED       CGS
 GD0528  HISTORY     - 1974     GOOD             NGS
 GD0528  HISTORY     - 20020810 GOOD             USACE
 GD0528
 GD0528                          STATION DESCRIPTION
 GD0528
 GD0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0528'3.8 MI SW FROM HICKMAN.
 GD0528'ABOUT 3.80 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE POST
 GD0528'OFFICE AT HICKMAN, SET NEAR THE JUNCTION OF A BLACKTOP ROAD
 GD0528'LEADING SOUTH FROM THE SMALL COMMUNITY OF ANNA LYNNE, IN THE TOP
 GD0528'OF THE SOUTH CONCRETE HEADWALL OF A 30-INCH PIPE CULVERT UNDER
 GD0528'HIGHWAY, 15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.1
 GD0528'FEET WEST OF THE EAST END OF HEADWALL AND ABOUT LEVEL WITH THE
 GD0528'HIGHWAY.
 GD0528
 GD0528                          STATION RECOVERY (2002)
 GD0528
 GD0528'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0716 ***********************************************************************
 GZ0716  DESIGNATION -  J 12
 GZ0716  PID         -  GZ0716
 GZ0716  STATE/COUNTY-  KY/PULASKI
 GZ0716  USGS QUAD   -  FAUBUSH (1976)
 GZ0716
 GZ0716                         *CURRENT SURVEY CONTROL
 GZ0716  ___________________________________________________________________
 GZ0716* NAD 83(1986)-  37 05 20.     (N)    084 46 37.     (W)     SCALED    
 GZ0716* NAVD 88     -       350.040  (meters)    1148.42   (feet)  ADJUSTED  
 GZ0716  ___________________________________________________________________
 GZ0716  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GZ0716  DYNAMIC HT  -         349.755 (meters)    1147.49  (feet)  COMP
 GZ0716  MODELED GRAV-     979,807.2   (mgal)                       NAVD 88
 GZ0716
 GZ0716  VERT ORDER  -  FIRST     CLASS I
 GZ0716
 GZ0716.The horizontal coordinates were scaled from a topographic map and have
 GZ0716.an estimated accuracy of +/- 6 seconds.
 GZ0716
 GZ0716.The orthometric height was determined by differential leveling
 GZ0716.and adjusted by the National Geodetic Survey in June 1991..
 GZ0716
 GZ0716.The geoid height was determined by GEOID03.
 GZ0716
 GZ0716.The dynamic height is computed by dividing the NAVD 88
 GZ0716.geopotential number by the normal gravity value computed on the
 GZ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0716.degrees latitude (g = 980.6199 gals.).
 GZ0716
 GZ0716.The modeled gravity was interpolated from observed gravity values.
 GZ0716
 GZ0716;                    North         East    Units  Estimated Accuracy
 GZ0716;SPC KY1Z     - 1,084,310.    1,586,510.      MT  (+/- 180 meters Scaled)
 GZ0716
 GZ0716                          SUPERSEDED SURVEY CONTROL
 GZ0716
 GZ0716  NGVD 29 (??/??/92)  350.180  (m)         1148.88   (f) ADJ UNCH    1 1
 GZ0716
 GZ0716.Superseded values are not recommended for survey control.
 GZ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0716.See file dsdata.txt to determine how the superseded data were derived.
 GZ0716
 GZ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG975070(NAD 83)
 GZ0716_MARKER: DB = BENCH MARK DISK
 GZ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0716_STAMPING: J 12 1928 1148.859
 GZ0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0716+STABILITY: SURFACE MOTION
 GZ0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0716+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 GZ0716
 GZ0716  HISTORY     - Date     Condition        Report By
 GZ0716  HISTORY     - 1928     MONUMENTED       CGS
 GZ0716  HISTORY     - 1968     GOOD             NGS
 GZ0716  HISTORY     - 20050502 GOOD             KYDT
 GZ0716
 GZ0716                          STATION DESCRIPTION
 GZ0716
 GZ0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ0716'2 MI NW FROM NANCY.
 GZ0716'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 80 FROM THE POST
 GZ0716'OFFICE AT NANCY, 0.15 MILE WEST OF A JUNCTION OF THE HIGHWAY
 GZ0716'AND A GRAVELED ROAD, 41 FEET SOUTHEAST OF THE CENTERLINE OF
 GZ0716'THE HIGHWAY, 121 FEET NORTHEAST OF THE NORTHWEST CORNER OF AN
 GZ0716'ABANDONED HOUSE, 7 FEET SOUTHEAST OF A TELEPHONE POLE WHICH
 GZ0716'IS BRACED BY TWO GUY WIRES, 0.9 FOOT NORTHWEST OF A METAL
 GZ0716'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 GZ0716'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 GZ0716
 GZ0716                          STATION RECOVERY (2005)
 GZ0716
 GZ0716'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0716'MARK IS SOUTH AND ACROSS ROAD FROM AN ASPHALT DRIVE WITH 2 LARGE BRICK
 GZ0716'PILLARS WITH PLAQUES BEARING THE WORDS PINEYTOP FARM ON THEM, 23 FEET
 GZ0716'EAST-SOUTHEAST OF CENTER OF ASPHALT DRIVE TO MOBILE HOME, 1.5 FEET
 GZ0716'SOUTHWEST OF A 10 INCH ELM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1023 ***********************************************************************
 GC1023  DESIGNATION -  J 120
 GC1023  PID         -  GC1023
 GC1023  STATE/COUNTY-  KY/WARREN
 GC1023  USGS QUAD   -  ROCKFIELD (1979)
 GC1023
 GC1023                         *CURRENT SURVEY CONTROL
 GC1023  ___________________________________________________________________
 GC1023* NAD 83(1986)-  36 59 48.     (N)    086 32 16.     (W)     SCALED    
 GC1023* NAVD 88     -       165.158  (meters)     541.86   (feet)  ADJUSTED  
 GC1023  ___________________________________________________________________
 GC1023  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GC1023  DYNAMIC HT  -         165.029 (meters)     541.43  (feet)  COMP
 GC1023  MODELED GRAV-     979,849.0   (mgal)                       NAVD 88
 GC1023
 GC1023  VERT ORDER  -  SECOND    CLASS 0
 GC1023
 GC1023.The horizontal coordinates were scaled from a topographic map and have
 GC1023.an estimated accuracy of +/- 6 seconds.
 GC1023
 GC1023.The orthometric height was determined by differential leveling
 GC1023.and adjusted by the National Geodetic Survey in June 1991..
 GC1023
 GC1023.The geoid height was determined by GEOID03.
 GC1023
 GC1023.The dynamic height is computed by dividing the NAVD 88
 GC1023.geopotential number by the normal gravity value computed on the
 GC1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1023.degrees latitude (g = 980.6199 gals.).
 GC1023
 GC1023.The modeled gravity was interpolated from observed gravity values.
 GC1023
 GC1023;                    North         East    Units  Estimated Accuracy
 GC1023;SPC KY1Z     - 1,073,920.    1,429,880.      MT  (+/- 180 meters Scaled)
 GC1023
 GC1023                          SUPERSEDED SURVEY CONTROL
 GC1023
 GC1023  NGVD 29 (??/??/92)  165.16   (m)          541.9    (f) COMPUTED    2 0
 GC1023
 GC1023.Superseded values are not recommended for survey control.
 GC1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1023.See file dsdata.txt to determine how the superseded data were derived.
 GC1023
 GC1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF411946(NAD 83)
 GC1023_MARKER: DB = BENCH MARK DISK
 GC1023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1023_SP_SET: CULVERT
 GC1023_STAMPING: J 120 1940
 GC1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1023
 GC1023  HISTORY     - Date     Condition        Report By
 GC1023  HISTORY     - 1940     MONUMENTED       CGS
 GC1023
 GC1023                          STATION DESCRIPTION
 GC1023
 GC1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 GC1023'5.6 MI W FROM BOWLING GREEN.
 GC1023'5.6 MILES WEST ALONG U.S. HIGHWAY 231 FROM THE COURTHOUSE AT
 GC1023'BOWLING GREEN, WARREN COUNTY, 131.2 FEET EAST OF THE EAST SIDE
 GC1023'OF THE PORCH OF THE KIRK-L-BORO STORE (IN 1940), AT A CONCRETE
 GC1023'CULVERT, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL,
 GC1023'16.8 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 GC1023'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 GC1023'J 120 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1191 ***********************************************************************
 GC1191  DESIGNATION -  J 121
 GC1191  PID         -  GC1191
 GC1191  STATE/COUNTY-  KY/TODD
 GC1191  USGS QUAD   -  ELKTON (1982)
 GC1191
 GC1191                         *CURRENT SURVEY CONTROL
 GC1191  ___________________________________________________________________
 GC1191* NAD 83(1986)-  36 48 23.     (N)    087 08 00.     (W)     SCALED    
 GC1191* NAVD 88     -       188.265  (meters)     617.67   (feet)  ADJUSTED  
 GC1191  ___________________________________________________________________
 GC1191  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 GC1191  DYNAMIC HT  -         188.115 (meters)     617.17  (feet)  COMP
 GC1191  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 GC1191
 GC1191  VERT ORDER  -  FIRST     CLASS I
 GC1191
 GC1191.The horizontal coordinates were scaled from a topographic map and have
 GC1191.an estimated accuracy of +/- 6 seconds.
 GC1191
 GC1191.The orthometric height was determined by differential leveling
 GC1191.and adjusted by the National Geodetic Survey in June 1991..
 GC1191
 GC1191.The geoid height was determined by GEOID03.
 GC1191
 GC1191.The dynamic height is computed by dividing the NAVD 88
 GC1191.geopotential number by the normal gravity value computed on the
 GC1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1191.degrees latitude (g = 980.6199 gals.).
 GC1191
 GC1191.The modeled gravity was interpolated from observed gravity values.
 GC1191
 GC1191;                    North         East    Units  Estimated Accuracy
 GC1191;SPC KY1Z     - 1,053,420.    1,376,550.      MT  (+/- 180 meters Scaled)
 GC1191
 GC1191                          SUPERSEDED SURVEY CONTROL
 GC1191
 GC1191  NGVD 29 (??/??/92)  188.345  (m)          617.93   (f) ADJ UNCH    1 1
 GC1191
 GC1191.Superseded values are not recommended for survey control.
 GC1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1191.See file dsdata.txt to determine how the superseded data were derived.
 GC1191
 GC1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF881734(NAD 83)
 GC1191_MARKER: DB = BENCH MARK DISK
 GC1191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1191_SP_SET: CULVERT
 GC1191_STAMPING: J 121 1940
 GC1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1191
 GC1191  HISTORY     - Date     Condition        Report By
 GC1191  HISTORY     - 1940     MONUMENTED       CGS
 GC1191  HISTORY     - 1968     GOOD             NGS
 GC1191
 GC1191                          STATION DESCRIPTION
 GC1191
 GC1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1191'1.2 MI E FROM ELKTON.
 GC1191'ABOUT 1.15 MILES EAST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY
 GC1191'80 FROM THE TODD COUNTY COURTHOUSE AT ELKTON, 15 1/2 FEET SOUTH
 GC1191'OF THE CENTERLINE OF THE HIGHWAY, 60 FEET WEST OF THE CENTERLINE
 GC1191'OF A PRIVATE DRIVEWAY, SET IN THE TOP OF THE EAST END OF THE
 GC1191'SOUTH CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER THE
 GC1191'HIGHWAY, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1450 ***********************************************************************
 HZ1450  DESIGNATION -  J 122
 HZ1450  PID         -  HZ1450
 HZ1450  STATE/COUNTY-  KY/JEFFERSON
 HZ1450  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1450
 HZ1450                         *CURRENT SURVEY CONTROL
 HZ1450  ___________________________________________________________________
 HZ1450* NAD 83(1993)-  38 15 15.45155(N)    085 40 14.80221(W)     ADJUSTED  
 HZ1450* NAVD 88     -       166.834  (meters)     547.35   (feet)  ADJUSTED  
 HZ1450  ___________________________________________________________________
 HZ1450  X           -     378,576.870 (meters)                     COMP
 HZ1450  Y           -  -5,000,797.845 (meters)                     COMP
 HZ1450  Z           -   3,927,730.508 (meters)                     COMP
 HZ1450  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HZ1450  ELLIP HEIGHT-         133.53  (meters)          (01/09/97) GPS OBS
 HZ1450  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1450  DYNAMIC HT  -         166.722 (meters)     546.99  (feet)  COMP
 HZ1450  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 HZ1450
 HZ1450  HORZ ORDER  -  FIRST
 HZ1450  VERT ORDER  -  FIRST     CLASS II
 HZ1450  ELLP ORDER  -  SECOND    CLASS II
 HZ1450
 HZ1450.The horizontal coordinates were established by GPS observations
 HZ1450.and adjusted by the National Geodetic Survey in January 1997..
 HZ1450
 HZ1450.The orthometric height was determined by differential leveling
 HZ1450.and adjusted by the National Geodetic Survey in June 1991..
 HZ1450.WARNING-Repeat measurements at this control monument indicate possible
 HZ1450.vertical movement.
 HZ1450
 HZ1450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1450
 HZ1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1450
 HZ1450.The ellipsoidal height was determined by GPS observations
 HZ1450.and is referenced to NAD 83.
 HZ1450
 HZ1450.The geoid height was determined by GEOID03.
 HZ1450
 HZ1450.The dynamic height is computed by dividing the NAVD 88
 HZ1450.geopotential number by the normal gravity value computed on the
 HZ1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1450.degrees latitude (g = 980.6199 gals.).
 HZ1450
 HZ1450.The modeled gravity was interpolated from observed gravity values.
 HZ1450
 HZ1450;                    North         East     Units Scale Factor Converg.
 HZ1450;SPC KY1Z     - 1,213,197.612 1,506,933.623   MT  0.99992663   +0 02 55.1
 HZ1450;SPC KY1Z     - 3,980,299.17  4,943,998.06   sFT  0.99992663   +0 02 55.1
 HZ1450;SPC KY N     -    84,682.948   375,650.473   MT  0.99996895   -0 53 01.8
 HZ1450;SPC KY N     -   277,830.64  1,232,446.59   sFT  0.99996895   -0 53 01.8
 HZ1450;UTM  16      - 4,234,865.217   616,300.432   MT  0.99976658   +0 49 23.1
 HZ1450
 HZ1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1450!SPC KY1Z     -   0.99997905  x   0.99992663  =   0.99990568
 HZ1450!SPC KY N     -   0.99997905  x   0.99996895  =   0.99994800
 HZ1450!UTM  16      -   0.99997905  x   0.99976658  =   0.99974563
 HZ1450
 HZ1450                          SUPERSEDED SURVEY CONTROL
 HZ1450
 HZ1450  NAVD 88 (01/09/97)  166.83   (m)          547.3    (f) LEVELING    3  
 HZ1450  NGVD 29 (??/??/92)  166.986  (m)          547.85   (f) ADJ UNCH    1 2
 HZ1450
 HZ1450.Superseded values are not recommended for survey control.
 HZ1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1450.See file dsdata.txt to determine how the superseded data were derived.
 HZ1450
 HZ1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1630034865(NAD 83)
 HZ1450_MARKER: DB = BENCH MARK DISK
 HZ1450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1450_SP_SET: LARGE HEADWALL
 HZ1450_STAMPING: J 122 1940
 HZ1450_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1450+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2001
 HZ1450
 HZ1450  HISTORY     - Date     Condition        Report By
 HZ1450  HISTORY     - 1940     MONUMENTED       CGS
 HZ1450  HISTORY     - 1954     GOOD             NGS
 HZ1450  HISTORY     - 1963     GOOD             NGS
 HZ1450  HISTORY     - 1981     GOOD             KYDT
 HZ1450  HISTORY     - 19951215 GOOD             LOWE
 HZ1450  HISTORY     - 20010906 GOOD             KYDT
 HZ1450
 HZ1450                          STATION DESCRIPTION
 HZ1450
 HZ1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1450'AT LOUISVILLE.
 HZ1450'AT LOUISVILLE, AT THE JUNCTION OF FRANKFORT AVENUE AND FENLEY
 HZ1450'AVENUE LEADING NORTHWEST AND CANNONS LANE LEADING SOUTHEAST,
 HZ1450'ABOUT 0.1 MILE WEST OF THE EAST CITY LIMITS OF LOUISVILLE, ABOUT
 HZ1450'0.75 MILE WEST ALONG FRANKFORT AVENUE FROM THE FIRST NATIONAL
 HZ1450'BANK BUILDING AT ST. MATTHEWS, SET IN THE TOP OF THE SOUTHEAST
 HZ1450'CORNER OF CONCRETE BASE OF A RAILROAD SWITCH AND FUSE BOX, 39 FEET
 HZ1450'WEST OF CENTER LINE OF FENLEY AVENUE, 59 FEET NORTH AND ACROSS
 HZ1450'TRACKS FROM NORTH CURB OF FRANKFORT AVENUE, 8 FEET NORTH OF NORTH
 HZ1450'RAIL OF NORTH TRACK OF THE LOUISVILLE AND NASHVILLE RAILROAD,
 HZ1450'6 FEET WEST OF SEMAPHORE NO. 4.1, AND ABOUT LEVEL WITH FRANKFORT
 HZ1450'AVENUE.
 HZ1450
 HZ1450                          STATION RECOVERY (1963)
 HZ1450
 HZ1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1450'RECOVERED IN GOOD CONDITION.
 HZ1450
 HZ1450                          STATION RECOVERY (1981)
 HZ1450
 HZ1450'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1450'RECOVERED IN GOOD CONDITION.
 HZ1450
 HZ1450                          STATION RECOVERY (1995)
 HZ1450
 HZ1450'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HZ1450'RECOVERED IN GOOD CONDITION.
 HZ1450
 HZ1450                          STATION RECOVERY (2001)
 HZ1450
 HZ1450'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (GC)
 HZ1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1535 ***********************************************************************
 HY1535  DESIGNATION -  J 123
 HY1535  PID         -  HY1535
 HY1535  STATE/COUNTY-  KY/ELLIOTT
 HY1535  USGS QUAD   -  BRUIN (1978)
 HY1535
 HY1535                         *CURRENT SURVEY CONTROL
 HY1535  ___________________________________________________________________
 HY1535* NAD 83(1986)-  38 09 49.     (N)    083 02 28.     (W)     SCALED    
 HY1535* NAVD 88     -       242.407  (meters)     795.30   (feet)  ADJUSTED  
 HY1535  ___________________________________________________________________
 HY1535  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY1535  DYNAMIC HT  -         242.241 (meters)     794.75  (feet)  COMP
 HY1535  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 HY1535
 HY1535  VERT ORDER  -  SECOND    CLASS 0
 HY1535
 HY1535.The horizontal coordinates were scaled from a topographic map and have
 HY1535.an estimated accuracy of +/- 6 seconds.
 HY1535
 HY1535.The orthometric height was determined by differential leveling
 HY1535.and adjusted by the National Geodetic Survey in June 1991..
 HY1535
 HY1535.The geoid height was determined by GEOID03.
 HY1535
 HY1535.The dynamic height is computed by dividing the NAVD 88
 HY1535.geopotential number by the normal gravity value computed on the
 HY1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1535.degrees latitude (g = 980.6199 gals.).
 HY1535
 HY1535.The modeled gravity was interpolated from observed gravity values.
 HY1535
 HY1535;                    North         East    Units  Estimated Accuracy
 HY1535;SPC KY1Z     - 1,206,580.    1,737,350.      MT  (+/- 180 meters Scaled)
 HY1535
 HY1535                          SUPERSEDED SURVEY CONTROL
 HY1535
 HY1535  NGVD 29 (??/??/92)  242.591  (m)          795.90   (f) ADJ UNCH    2 0
 HY1535
 HY1535.Superseded values are not recommended for survey control.
 HY1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1535.See file dsdata.txt to determine how the superseded data were derived.
 HY1535
 HY1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC211259(NAD 83)
 HY1535_MARKER: DB = BENCH MARK DISK
 HY1535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1535_SP_SET: CULVERT
 HY1535_STAMPING: J 123 1940 795.901
 HY1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1535
 HY1535  HISTORY     - Date     Condition        Report By
 HY1535  HISTORY     - 1940     MONUMENTED       CGS
 HY1535  HISTORY     - 1955     GOOD             NGS
 HY1535
 HY1535                          STATION DESCRIPTION
 HY1535
 HY1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1535'2 MI SW FROM BRUIN.
 HY1535'2.05 MILES SOUTHWEST OF THE POST OFFICE BRUIN, ALONG STATE
 HY1535'HIGHWAY 7, 0.1 MILE SOUTH OF A LARGE WHITE 2 STORY HOUSE WEST
 HY1535'OF HIGHWAY, IN THE WEST END OF THE SOUTH HEAD WALL OF CULVERT
 HY1535'UNDER THE DRIVE TO A BARN, 28.5 FEET SOUTHEAST OF THE CENTER
 HY1535'LINE OF HIGHWAY, 9.0 FEET SOUTH OF THE CENTER OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0488 ***********************************************************************
 GD0488  DESIGNATION -  J 124
 GD0488  PID         -  GD0488
 GD0488  STATE/COUNTY-  KY/HICKMAN
 GD0488  USGS QUAD   -  ARLINGTON (1982)
 GD0488
 GD0488                         *CURRENT SURVEY CONTROL
 GD0488  ___________________________________________________________________
 GD0488* NAD 83(1986)-  36 45 03.     (N)    089 06 08.     (W)     SCALED    
 GD0488* NAVD 88     -       137.145  (meters)     449.95   (feet)  ADJUSTED  
 GD0488  ___________________________________________________________________
 GD0488  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GD0488  DYNAMIC HT  -         137.040 (meters)     449.61  (feet)  COMP
 GD0488  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 GD0488
 GD0488  VERT ORDER  -  FIRST     CLASS II
 GD0488
 GD0488.The horizontal coordinates were scaled from a topographic map and have
 GD0488.an estimated accuracy of +/- 6 seconds.
 GD0488
 GD0488.The orthometric height was determined by differential leveling
 GD0488.and adjusted by the National Geodetic Survey in June 1991..
 GD0488
 GD0488.The geoid height was determined by GEOID03.
 GD0488
 GD0488.The dynamic height is computed by dividing the NAVD 88
 GD0488.geopotential number by the normal gravity value computed on the
 GD0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0488.degrees latitude (g = 980.6199 gals.).
 GD0488
 GD0488.The modeled gravity was interpolated from observed gravity values.
 GD0488
 GD0488;                    North         East    Units  Estimated Accuracy
 GD0488;SPC KY1Z     - 1,051,710.    1,200,680.      MT  (+/- 180 meters Scaled)
 GD0488
 GD0488                          SUPERSEDED SURVEY CONTROL
 GD0488
 GD0488  NGVD 29 (??/??/??)  137.043  (m)          449.62   (f) ADJUSTED    1 2
 GD0488
 GD0488.Superseded values are not recommended for survey control.
 GD0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0488.See file dsdata.txt to determine how the superseded data were derived.
 GD0488
 GD0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF123692(NAD 83)
 GD0488_MARKER: DB = BENCH MARK DISK
 GD0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0488_STAMPING: J 124 1943
 GD0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0488+STABILITY: SURFACE MOTION
 GD0488
 GD0488  HISTORY     - Date     Condition        Report By
 GD0488  HISTORY     - 1943     MONUMENTED       CGS
 GD0488  HISTORY     - 1957     GOOD             CGS
 GD0488  HISTORY     - 20020813 GOOD             USACE
 GD0488
 GD0488                          STATION DESCRIPTION
 GD0488
 GD0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0488'0.5 MI SE FROM COLUMBUS.
 GD0488'ABOUT 0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 123 FROM THE SCHOOL
 GD0488'AT COLUMBUS, IN THE FRONT YARD OF A HOUSE WITH RED BRICK SIDING,
 GD0488'30 FEET EAST OF CENTER LINE OF HIGHWAY 123, 34 1/2 FEET
 GD0488'WEST-NORTHWEST OF SOUTHWEST CORNER OF HOUSE, 21 FEET NORTH OF A
 GD0488'48-INCH ELM TREE, 5.4 FEET SOUTH OF SOUTH EDGE OF CONCRETE WALK
 GD0488'TO HOUSE, ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE
 GD0488'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GD0488
 GD0488                          STATION RECOVERY (2002)
 GD0488
 GD0488'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0285 ***********************************************************************
 HA0285  DESIGNATION -  J 126
 HA0285  PID         -  HA0285
 HA0285  STATE/COUNTY-  KY/LOGAN
 HA0285  USGS QUAD   -  DUNMOR (1953)
 HA0285
 HA0285                         *CURRENT SURVEY CONTROL
 HA0285  ___________________________________________________________________
 HA0285* NAD 83(1986)-  37 00 32.     (N)    086 57 02.     (W)     SCALED    
 HA0285* NAVD 88     -       135.791  (meters)     445.51   (feet)  ADJUSTED  
 HA0285  ___________________________________________________________________
 HA0285  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HA0285  DYNAMIC HT  -         135.689 (meters)     445.17  (feet)  COMP
 HA0285  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 HA0285
 HA0285  VERT ORDER  -  SECOND    CLASS 0
 HA0285
 HA0285.The horizontal coordinates were scaled from a topographic map and have
 HA0285.an estimated accuracy of +/- 6 seconds.
 HA0285
 HA0285.The orthometric height was determined by differential leveling
 HA0285.and adjusted by the National Geodetic Survey in June 1991..
 HA0285
 HA0285.The geoid height was determined by GEOID03.
 HA0285
 HA0285.The dynamic height is computed by dividing the NAVD 88
 HA0285.geopotential number by the normal gravity value computed on the
 HA0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0285.degrees latitude (g = 980.6199 gals.).
 HA0285
 HA0285.The modeled gravity was interpolated from observed gravity values.
 HA0285
 HA0285;                    North         East    Units  Estimated Accuracy
 HA0285;SPC KY1Z     - 1,075,660.    1,393,150.      MT  (+/- 180 meters Scaled)
 HA0285
 HA0285                          SUPERSEDED SURVEY CONTROL
 HA0285
 HA0285  NGVD 29 (??/??/92)  135.913  (m)          445.91   (f) ADJ UNCH    2 0
 HA0285
 HA0285.Superseded values are not recommended for survey control.
 HA0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0285.See file dsdata.txt to determine how the superseded data were derived.
 HA0285
 HA0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF043958(NAD 83)
 HA0285_MARKER: DB = BENCH MARK DISK
 HA0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0285_STAMPING: J 126 1943
 HA0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0285+STABILITY: SURFACE MOTION
 HA0285
 HA0285  HISTORY     - Date     Condition        Report By
 HA0285  HISTORY     - 1943     MONUMENTED       CGS
 HA0285
 HA0285                          STATION DESCRIPTION
 HA0285
 HA0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HA0285'1.5 MI N FROM LEWISBURG.
 HA0285'1.5 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HA0285'THE STATION AT LEWISBURG, LOGAN COUNTY, 277.5 FEET SOUTH ACROSS
 HA0285'THE TRACK FROM MILEPOST 156, AT A DIRT-ROAD CROSSING, 27 FEET WEST
 HA0285'OF THE CENTERLINE OF THE TRACK, 11.5 FEET NORTH OF THE CENTERLINE
 HA0285'OF THE PRIVATE DIRT ROAD, 6.3 FEET NORTHEAST OF A T-FENCE CORNER,
 HA0285'2.3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 HA0285'TRACK.  A STANDARD DISK, STAMPED J 126 1943 AND SET IN THE TOP OF
 HA0285'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0206 ***********************************************************************
 HA0206  DESIGNATION -  J 127
 HA0206  PID         -  HA0206
 HA0206  STATE/COUNTY-  KY/EDMONSON
 HA0206  USGS QUAD   -  BEE SPRING (1979)
 HA0206
 HA0206                         *CURRENT SURVEY CONTROL
 HA0206  ___________________________________________________________________
 HA0206* NAD 83(1986)-  37 16 00.     (N)    086 16 56.     (W)     SCALED    
 HA0206* NAVD 88     -       218.680  (meters)     717.45   (feet)  ADJUSTED  
 HA0206  ___________________________________________________________________
 HA0206  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HA0206  DYNAMIC HT  -         218.515 (meters)     716.91  (feet)  COMP
 HA0206  MODELED GRAV-     979,868.7   (mgal)                       NAVD 88
 HA0206
 HA0206  VERT ORDER  -  SECOND    CLASS 0
 HA0206
 HA0206.The horizontal coordinates were scaled from a topographic map and have
 HA0206.an estimated accuracy of +/- 6 seconds.
 HA0206
 HA0206.The orthometric height was determined by differential leveling
 HA0206.and adjusted by the National Geodetic Survey in June 1991..
 HA0206
 HA0206.The geoid height was determined by GEOID03.
 HA0206
 HA0206.The dynamic height is computed by dividing the NAVD 88
 HA0206.geopotential number by the normal gravity value computed on the
 HA0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0206.degrees latitude (g = 980.6199 gals.).
 HA0206
 HA0206.The modeled gravity was interpolated from observed gravity values.
 HA0206
 HA0206;                    North         East    Units  Estimated Accuracy
 HA0206;SPC KY1Z     - 1,103,720.    1,452,790.      MT  (+/- 180 meters Scaled)
 HA0206
 HA0206                          SUPERSEDED SURVEY CONTROL
 HA0206
 HA0206  NGVD 29 (??/??/92)  218.800  (m)          717.85   (f) ADJ UNCH    2 0
 HA0206
 HA0206.Superseded values are not recommended for survey control.
 HA0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0206.See file dsdata.txt to determine how the superseded data were derived.
 HA0206
 HA0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG636246(NAD 83)
 HA0206_MARKER: DB = BENCH MARK DISK
 HA0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0206_SP_SET: CULVERT
 HA0206_STAMPING: J 127 1943
 HA0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0206
 HA0206  HISTORY     - Date     Condition        Report By
 HA0206  HISTORY     - 1943     MONUMENTED       CGS
 HA0206
 HA0206                          STATION DESCRIPTION
 HA0206
 HA0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HA0206'1 MI N FROM SWEEDEN.
 HA0206'1.0 MILE NORTH ALONG STATE HIGHWAY 65 FROM THE PUBLIC SCHOOL AT
 HA0206'SWEEDEN, EDMONSON COUNTY, AT A 2-FOOT CONCRETE PIPE CULVERT,
 HA0206'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL, 15.5 FEET
 HA0206'EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 HA0206'HIGHWAY.  A STANDARD DISK, STAMPED J 127 1943.  THIS MARK IS
 HA0206'ALSO 9 MILES SOUTH OF THE GENERAL STORE AT ANNETA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0077 ***********************************************************************
 GD0077  DESIGNATION -  J 128
 GD0077  PID         -  GD0077
 GD0077  STATE/COUNTY-  KY/TRIGG
 GD0077  USGS QUAD   -  FENTON (1986)
 GD0077
 GD0077                         *CURRENT SURVEY CONTROL
 GD0077  ___________________________________________________________________
 GD0077* NAD 83(1986)-  36 46 46.     (N)    088 05 12.     (W)     SCALED    
 GD0077* NAVD 88     -       161.969  (meters)     531.39   (feet)  ADJUSTED  
 GD0077  ___________________________________________________________________
 GD0077  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GD0077  DYNAMIC HT  -         161.841 (meters)     530.97  (feet)  COMP
 GD0077  MODELED GRAV-     979,838.4   (mgal)                       NAVD 88
 GD0077
 GD0077  VERT ORDER  -  FIRST     CLASS II
 GD0077
 GD0077.The horizontal coordinates were scaled from a topographic map and have
 GD0077.an estimated accuracy of +/- 6 seconds.
 GD0077
 GD0077.The orthometric height was determined by differential leveling
 GD0077.and adjusted by the National Geodetic Survey in June 1991..
 GD0077
 GD0077.The geoid height was determined by GEOID03.
 GD0077
 GD0077.The dynamic height is computed by dividing the NAVD 88
 GD0077.geopotential number by the normal gravity value computed on the
 GD0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0077.degrees latitude (g = 980.6199 gals.).
 GD0077
 GD0077.The modeled gravity was interpolated from observed gravity values.
 GD0077
 GD0077;                    North         East    Units  Estimated Accuracy
 GD0077;SPC KY1Z     - 1,052,130.    1,291,410.      MT  (+/- 180 meters Scaled)
 GD0077
 GD0077                          SUPERSEDED SURVEY CONTROL
 GD0077
 GD0077  NGVD 29 (??/??/??)  162.031  (m)          531.60   (f) ADJUSTED    1 2
 GD0077
 GD0077.Superseded values are not recommended for survey control.
 GD0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0077.See file dsdata.txt to determine how the superseded data were derived.
 GD0077
 GD0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF030709(NAD 83)
 GD0077_MARKER: DB = BENCH MARK DISK
 GD0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0077_SP_SET: CULVERT
 GD0077_STAMPING: J 128 1946
 GD0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0077
 GD0077  HISTORY     - Date     Condition        Report By
 GD0077  HISTORY     - 1946     MONUMENTED       CGS
 GD0077  HISTORY     - 1948     GOOD             CGS
 GD0077
 GD0077                          STATION DESCRIPTION
 GD0077
 GD0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0077'3.8 MI W FROM GOLDEN POND.
 GD0077'ABOUT 3.75 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0077'AT GOLDEN POND, ABOUT 1.55 MILES EAST OF THE EAST END OF THE
 GD0077'EGGNERS FERRY BRIDGE OVER THE TENNESSEE RIVER, SET IN THE TOP OF
 GD0077'THE WEST END OF THE 8 FOOT CONCRETE SOUTH HEAD WALL OF AN 18
 GD0077'INCH PIPE CULVERT, 24 FEET SOUTH OF AND ABOUT 5 FEET BELOW THE
 GD0077'CENTER LINE OF THE HIGHWAY.  NOTE-- THE MARK IS ONE FOOT WEST OF
 GD0077'THE EAST END OF THE SOUTH HEADWALL NOT IN THE WEST END OF THE
 GD0077'SOUTH HEADWALL.  3.75 MI W VIA HWY 68 FROM OLD GOLDEN POND.
 GD0077
 GD0077                          STATION RECOVERY (1948)
 GD0077
 GD0077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 GD0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1762 ***********************************************************************
 GC1762  DESIGNATION -  J 131
 GC1762  PID         -  GC1762
 GC1762  STATE/COUNTY-  KY/TRIGG
 GC1762  USGS QUAD   -  CADIZ (1982)
 GC1762
 GC1762                         *CURRENT SURVEY CONTROL
 GC1762  ___________________________________________________________________
 GC1762* NAD 83(1986)-  36 52 03.     (N)    087 46 30.     (W)     SCALED    
 GC1762* NAVD 88     -       152.371  (meters)     499.90   (feet)  ADJUSTED  
 GC1762  ___________________________________________________________________
 GC1762  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC1762  DYNAMIC HT  -         152.253 (meters)     499.52  (feet)  COMP
 GC1762  MODELED GRAV-     979,853.7   (mgal)                       NAVD 88
 GC1762
 GC1762  VERT ORDER  -  FIRST     CLASS II
 GC1762
 GC1762.The horizontal coordinates were scaled from a topographic map and have
 GC1762.an estimated accuracy of +/- 6 seconds.
 GC1762
 GC1762.The orthometric height was determined by differential leveling
 GC1762.and adjusted by the National Geodetic Survey in June 1991..
 GC1762
 GC1762.The geoid height was determined by GEOID03.
 GC1762
 GC1762.The dynamic height is computed by dividing the NAVD 88
 GC1762.geopotential number by the normal gravity value computed on the
 GC1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1762.degrees latitude (g = 980.6199 gals.).
 GC1762
 GC1762.The modeled gravity was interpolated from observed gravity values.
 GC1762
 GC1762;                    North         East    Units  Estimated Accuracy
 GC1762;SPC KY1Z     - 1,061,250.    1,319,440.      MT  (+/- 180 meters Scaled)
 GC1762
 GC1762                          SUPERSEDED SURVEY CONTROL
 GC1762
 GC1762  NGVD 29 (??/??/92)  152.442  (m)          500.14   (f) ADJ UNCH    1 2
 GC1762
 GC1762.Superseded values are not recommended for survey control.
 GC1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1762.See file dsdata.txt to determine how the superseded data were derived.
 GC1762
 GC1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF309804(NAD 83)
 GC1762_MARKER: DB = BENCH MARK DISK
 GC1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1762_STAMPING: J 131 1948
 GC1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1762+STABILITY: SURFACE MOTION
 GC1762
 GC1762  HISTORY     - Date     Condition        Report By
 GC1762  HISTORY     - 1948     MONUMENTED       CGS
 GC1762
 GC1762                          STATION DESCRIPTION
 GC1762
 GC1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1762'3.6 MI E FROM CADIZ.
 GC1762'ABOUT 3.65 MILES EAST ALONG U.S. HIGHWAY 68 FROM THE COURT HOUSE
 GC1762'AT CADIZ, 0.1 MILE NORTHEAST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 GC1762'EAST, 108 FEET SOUTH OF THE CENTER OF THE JUNCTION WITH A GRAVEL
 GC1762'ROAD LEADING NORTH, ABOUT 100 YARDS SOUTHWEST OF A DIAMOND D-X
 GC1762'SERVICE STATION, 101 FEET WEST OF THE WEST CORNER OF A WHITE
 GC1762'CONCRETE BLOCK HOUSE, 82 FEET NORTH OF THE NORTH CORNER OF A
 GC1762'SMALL WHITE CHURCH BUILDING, 39 FEET SOUTHEAST OF THE CENTER
 GC1762'LINE OF THE HIGHWAY, 6 FEET WEST OF A POWER POLE, ABOUT 1 FOOT
 GC1762'LOWER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 GC1762'PROJECTING ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0617 ***********************************************************************
 GD0617  DESIGNATION -  J 132
 GD0617  PID         -  GD0617
 GD0617  STATE/COUNTY-  KY/HICKMAN
 GD0617  USGS QUAD   -  OAKTON (1982)
 GD0617
 GD0617                         *CURRENT SURVEY CONTROL
 GD0617  ___________________________________________________________________
 GD0617* NAD 83(1986)-  36 43 00.     (N)    089 00 33.     (W)     SCALED    
 GD0617* NAVD 88     -       115.619  (meters)     379.33   (feet)  ADJUSTED  
 GD0617  ___________________________________________________________________
 GD0617  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GD0617  DYNAMIC HT  -         115.530 (meters)     379.03  (feet)  COMP
 GD0617  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 GD0617
 GD0617  VERT ORDER  -  FIRST     CLASS I
 GD0617
 GD0617.The horizontal coordinates were scaled from a topographic map and have
 GD0617.an estimated accuracy of +/- 6 seconds.
 GD0617
 GD0617.The orthometric height was determined by differential leveling
 GD0617.and adjusted by the National Geodetic Survey in June 1991..
 GD0617
 GD0617.The geoid height was determined by GEOID03.
 GD0617
 GD0617.The dynamic height is computed by dividing the NAVD 88
 GD0617.geopotential number by the normal gravity value computed on the
 GD0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0617.degrees latitude (g = 980.6199 gals.).
 GD0617
 GD0617.The modeled gravity was interpolated from observed gravity values.
 GD0617
 GD0617;                    North         East    Units  Estimated Accuracy
 GD0617;SPC KY1Z     - 1,047,630.    1,208,850.      MT  (+/- 180 meters Scaled)
 GD0617
 GD0617                          SUPERSEDED SURVEY CONTROL
 GD0617
 GD0617  NGVD 29 (??/??/??)  115.530  (m)          379.03   (f) ADJUSTED    1 1
 GD0617
 GD0617.Superseded values are not recommended for survey control.
 GD0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0617.See file dsdata.txt to determine how the superseded data were derived.
 GD0617
 GD0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF205653(NAD 83)
 GD0617_MARKER: DB = BENCH MARK DISK
 GD0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0617_STAMPING: J 132 1948
 GD0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0617+STABILITY: SURFACE MOTION
 GD0617
 GD0617  HISTORY     - Date     Condition        Report By
 GD0617  HISTORY     - 1948     MONUMENTED       CGS
 GD0617  HISTORY     - 1974     GOOD             NGS
 GD0617  HISTORY     - 20020814 POOR             USACE
 GD0617
 GD0617                          STATION DESCRIPTION
 GD0617
 GD0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0617'3.9 MI N FROM CLINTON.
 GD0617'ABOUT 3.5 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE FEDERAL
 GD0617'BUILDING-POST OFFICE AT CLINTON, THENCE 0.5 MILE WEST ALONG
 GD0617'AN ASPHALT ROAD, AT THE CROSSING OF ILLINOIS CENTRAL RAILROAD,
 GD0617'254 FEET SOUTH-SOUTHEAST OF AND ACROSS 389, 88 FEET SOUTH OF A
 GD0617'POWER POLE, 57.7 FEET EAST OF THE EAST RAIL OF MAIN TRACK,
 GD0617'37.7 FEET NORTH OF THE CENTER LINE OF AN ASPHALT ROAD, 15.5 FEET
 GD0617'NORTH OF A TELEPHONE POLE, 13 FEET NORTH OF A CONCRETE CORNER
 GD0617'POST, 2 FEET WEST OF A FENCE LINE, 2 1/2 FEET ABOVE RAILS AND
 GD0617'IN THE TOP OF A CONCRETE POST PROJECTING 12-INCHES.
 GD0617
 GD0617                          STATION RECOVERY (2002)
 GD0617
 GD0617'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0617'MONUMENT LEANING BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1103 ***********************************************************************
 GC1103  DESIGNATION -  J 133
 GC1103  PID         -  GC1103
 GC1103  STATE/COUNTY-  KY/CHRISTIAN
 GC1103  USGS QUAD   -  OAK GROVE (1982)
 GC1103
 GC1103                         *CURRENT SURVEY CONTROL
 GC1103  ___________________________________________________________________
 GC1103* NAD 83(1986)-  36 41 00.     (N)    087 26 30.     (W)     SCALED    
 GC1103* NAVD 88     -       173.857  (meters)     570.40   (feet)  POSTED    
 GC1103  ___________________________________________________________________
 GC1103  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC1103  DYNAMIC HT  -         173.720 (meters)     569.95  (feet)  COMP
 GC1103  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GC1103
 GC1103  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GC1103
 GC1103.The horizontal coordinates were scaled from a topographic map and have
 GC1103.an estimated accuracy of +/- 6 seconds.
 GC1103
 GC1103.The orthometric height was determined by differential leveling
 GC1103.and adjusted by the National Geodetic Survey in 1992..
 GC1103.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GC1103.rate of 2.1 thru 3.0 mm/km.
 GC1103
 GC1103.The geoid height was determined by GEOID03.
 GC1103
 GC1103.The dynamic height is computed by dividing the NAVD 88
 GC1103.geopotential number by the normal gravity value computed on the
 GC1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1103.degrees latitude (g = 980.6199 gals.).
 GC1103
 GC1103.The modeled gravity was interpolated from observed gravity values.
 GC1103
 GC1103;                    North         East    Units  Estimated Accuracy
 GC1103;SPC KY1Z     - 1,040,220.    1,348,790.      MT  (+/- 180 meters Scaled)
 GC1103
 GC1103                          SUPERSEDED SURVEY CONTROL
 GC1103
 GC1103  NGVD 29 (??/??/92)  173.921  (m)          570.61   (f) ADJ UNCH    1 2
 GC1103
 GC1103.Superseded values are not recommended for survey control.
 GC1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1103.See file dsdata.txt to determine how the superseded data were derived.
 GC1103
 GC1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF605598(NAD 83)
 GC1103_MARKER: DB = BENCH MARK DISK
 GC1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1103_STAMPING: J 133 1949
 GC1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1103+STABILITY: SURFACE MOTION
 GC1103
 GC1103  HISTORY     - Date     Condition        Report By
 GC1103  HISTORY     - 1949     MONUMENTED       CGS
 GC1103  HISTORY     - 20020702 MARK NOT FOUND   KYDT
 GC1103
 GC1103                          STATION DESCRIPTION
 GC1103
 GC1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1103'13.4 MI S FROM HOPKINSVILLE.
 GC1103'13.45 MILES SOUTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1103'JUNCTION OF THE ILLINOIS CENTRAL RAILROAD AT HOPKINSVILLE,
 GC1103'ABOUT 1.3 MILES NORTH OF A ROAD CROSSING AT THOMPSONVILLE
 GC1103'(OAK GROVE STORE AND POST OFFICE), AT A PUBLIC EAST-WEST GRAVEL
 GC1103'ROAD CROSSING, 45 FEET EAST OF THE EAST RAIL, 24 FEET NORTH OF
 GC1103'THE CENTER LINE OF THE GRAVEL ROAD, 3 1/2 FEET WEST OF THE
 GC1103'FENCE LINE, 19 FEET NORTH OF A FENCE CORNER, 36 FEET EAST OF
 GC1103'THE NORTH END OF A 14-INCH CLAY PIPE CULVERT UNDER GRAVEL ROAD,
 GC1103'ABOUT 5 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 GC1103'POST PROJECTING 4 INCHES.
 GC1103
 GC1103                          STATION RECOVERY (2002)
 GC1103
 GC1103'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GC1103'THE BANK HAS BEEN CUT BACK AT LOCATION, PROBABLY GRADED OUT, CONSIDER
 GC1103'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1091 ***********************************************************************
 GC1091  DESIGNATION -  J 134
 GC1091  PID         -  GC1091
 GC1091  STATE/COUNTY-  KY/CHRISTIAN
 GC1091  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1091
 GC1091                         *CURRENT SURVEY CONTROL
 GC1091  ___________________________________________________________________
 GC1091* NAD 83(1986)-  36 47 09.     (N)    087 27 30.     (W)     SCALED    
 GC1091* NAVD 88     -       166.981  (meters)     547.84   (feet)  ADJUSTED  
 GC1091  ___________________________________________________________________
 GC1091  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC1091  DYNAMIC HT  -         166.848 (meters)     547.40  (feet)  COMP
 GC1091  MODELED GRAV-     979,831.5   (mgal)                       NAVD 88
 GC1091
 GC1091  VERT ORDER  -  FIRST     CLASS II
 GC1091
 GC1091.This mark is at Hopkinsville-Christian Co Airport (HVC)
 GC1091
 GC1091.The horizontal coordinates were scaled from a topographic map and have
 GC1091.an estimated accuracy of +/- 6 seconds.
 GC1091
 GC1091.The orthometric height was determined by differential leveling
 GC1091.and adjusted by the National Geodetic Survey in June 1991..
 GC1091
 GC1091.The geoid height was determined by GEOID03.
 GC1091
 GC1091.The dynamic height is computed by dividing the NAVD 88
 GC1091.geopotential number by the normal gravity value computed on the
 GC1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1091.degrees latitude (g = 980.6199 gals.).
 GC1091
 GC1091.The modeled gravity was interpolated from observed gravity values.
 GC1091
 GC1091;                    North         East    Units  Estimated Accuracy
 GC1091;SPC KY1Z     - 1,051,620.    1,347,510.      MT  (+/- 180 meters Scaled)
 GC1091
 GC1091                          SUPERSEDED SURVEY CONTROL
 GC1091
 GC1091  NGVD 29 (??/??/92)  167.052  (m)          548.07   (f) ADJ UNCH    1 2
 GC1091
 GC1091.Superseded values are not recommended for survey control.
 GC1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1091.See file dsdata.txt to determine how the superseded data were derived.
 GC1091
 GC1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF591712(NAD 83)
 GC1091_MARKER: DB = BENCH MARK DISK
 GC1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1091_STAMPING: J 134 1949
 GC1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1091+STABILITY: SURFACE MOTION
 GC1091
 GC1091  HISTORY     - Date     Condition        Report By
 GC1091  HISTORY     - 1949     MONUMENTED       CGS
 GC1091
 GC1091                          STATION DESCRIPTION
 GC1091
 GC1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1091'6.6 MI SE FROM HOPKINSVILLE.
 GC1091'5.7 MILES SOUTH ALONG U.S. HIGHWAY 41A FROM THE POST OFFICE AT
 GC1091'HOPKINSVILLE, THENCE ABOUT 0.85 MILE EAST ALONG A GRAVEL ROAD
 GC1091'LEADING TO GARNETT AIRFIELD, ABOUT 0.15 MILE WEST OF THE TOP OF
 GC1091'A GRADE, 101 YARDS EAST OF THE JUNCTION OF A TREE LINED DRIVE
 GC1091'NORTH TO A FARM HOUSE, 19 FEET SOUTH OF THE CENTER LINE OF
 GC1091'THE GRAVEL ROAD, 1 FOOT NORTH OF THE R/W FENCE, 72 FEET SOUTHEAST
 GC1091'AND ACROSS THE ROAD FROM TELEPHONE POLE, 2 FEET EAST OF A WHITE
 GC1091'WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD AND SET IN THE
 GC1091'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0875 ***********************************************************************
 HA0875  DESIGNATION -  J 135
 HA0875  PID         -  HA0875
 HA0875  STATE/COUNTY-  KY/CALDWELL
 HA0875  USGS QUAD   -  PRINCETON EAST (1967)
 HA0875
 HA0875                         *CURRENT SURVEY CONTROL
 HA0875  ___________________________________________________________________
 HA0875* NAD 83(1986)-  37 02 59.     (N)    087 50 32.     (W)     SCALED    
 HA0875* NAVD 88     -       147.539  (meters)     484.05   (feet)  ADJUSTED  
 HA0875  ___________________________________________________________________
 HA0875  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HA0875  DYNAMIC HT  -         147.426 (meters)     483.68  (feet)  COMP
 HA0875  MODELED GRAV-     979,863.9   (mgal)                       NAVD 88
 HA0875
 HA0875  VERT ORDER  -  FIRST     CLASS I
 HA0875
 HA0875.The horizontal coordinates were scaled from a topographic map and have
 HA0875.an estimated accuracy of +/- 6 seconds.
 HA0875
 HA0875.The orthometric height was determined by differential leveling
 HA0875.and adjusted by the National Geodetic Survey in June 1991..
 HA0875
 HA0875.The geoid height was determined by GEOID03.
 HA0875
 HA0875.The dynamic height is computed by dividing the NAVD 88
 HA0875.geopotential number by the normal gravity value computed on the
 HA0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0875.degrees latitude (g = 980.6199 gals.).
 HA0875
 HA0875.The modeled gravity was interpolated from observed gravity values.
 HA0875
 HA0875;                    North         East    Units  Estimated Accuracy
 HA0875;SPC KY1Z     - 1,081,600.    1,313,900.      MT  (+/- 180 meters Scaled)
 HA0875
 HA0875                          SUPERSEDED SURVEY CONTROL
 HA0875
 HA0875  NGVD 29 (??/??/92)  147.611  (m)          484.29   (f) ADJ UNCH    1 1
 HA0875
 HA0875.Superseded values are not recommended for survey control.
 HA0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0875.See file dsdata.txt to determine how the superseded data were derived.
 HA0875
 HA0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG251007(NAD 83)
 HA0875_MARKER: DB = BENCH MARK DISK
 HA0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0875_STAMPING: J 135 1949
 HA0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0875+STABILITY: SURFACE MOTION
 HA0875
 HA0875  HISTORY     - Date     Condition        Report By
 HA0875  HISTORY     - 1949     MONUMENTED       CGS
 HA0875  HISTORY     - 1968     GOOD             NGS
 HA0875
 HA0875                          STATION DESCRIPTION
 HA0875
 HA0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0875'4.8 MI SE FROM PRINCETON.
 HA0875'ABOUT 0.3 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS
 HA0875'STATE HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL COUNTY
 HA0875'COURTHOUSE AT PRINCETON TO A CROSSING OF THE ILLINOIS CENTRAL
 HA0875'RAILROAD, THENCE 4.55 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL
 HA0875'RAILROAD, 219 YARDS SOUTHEAST OF MILEPOST 104, 91 YARDS SOUTHEAST
 HA0875'OF THE SOUTHEAST END OF A RAILROAD TRESTLE, 47 FEET NORTHEAST
 HA0875'OF THE NORTHEAST RAIL, 1/2 FOOT SOUTHWEST OF A FENCE, 1.5 FEET
 HA0875'SOUTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE
 HA0875'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 HA0875'PROJECTS 1 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0174 ***********************************************************************
 HB0174  DESIGNATION -  J 136
 HB0174  PID         -  HB0174
 HB0174  STATE/COUNTY-  KY/LIVINGSTON
 HB0174  USGS QUAD   -  GRAND RIVERS (1993)
 HB0174
 HB0174                         *CURRENT SURVEY CONTROL
 HB0174  ___________________________________________________________________
 HB0174* NAD 83(1986)-  37 02 44.     (N)    088 14 19.     (W)     SCALED    
 HB0174* NAVD 88     -       120.791  (meters)     396.30   (feet)  ADJUSTED  
 HB0174  ___________________________________________________________________
 HB0174  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HB0174  DYNAMIC HT  -         120.702 (meters)     396.00  (feet)  COMP
 HB0174  MODELED GRAV-     979,887.7   (mgal)                       NAVD 88
 HB0174
 HB0174  VERT ORDER  -  FIRST     CLASS II
 HB0174
 HB0174.The horizontal coordinates were scaled from a topographic map and have
 HB0174.an estimated accuracy of +/- 6 seconds.
 HB0174
 HB0174.The orthometric height was determined by differential leveling
 HB0174.and adjusted by the National Geodetic Survey in June 1991..
 HB0174
 HB0174.The geoid height was determined by GEOID03.
 HB0174
 HB0174.The dynamic height is computed by dividing the NAVD 88
 HB0174.geopotential number by the normal gravity value computed on the
 HB0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0174.degrees latitude (g = 980.6199 gals.).
 HB0174
 HB0174.The modeled gravity was interpolated from observed gravity values.
 HB0174
 HB0174;                    North         East    Units  Estimated Accuracy
 HB0174;SPC KY1Z     - 1,082,000.    1,278,640.      MT  (+/- 180 meters Scaled)
 HB0174
 HB0174                          SUPERSEDED SURVEY CONTROL
 HB0174
 HB0174  NGVD 29 (??/??/??)  120.867  (m)          396.54   (f) ADJUSTED    1 2
 HB0174
 HB0174.Superseded values are not recommended for survey control.
 HB0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0174.See file dsdata.txt to determine how the superseded data were derived.
 HB0174
 HB0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG898006(NAD 83)
 HB0174_MARKER: DB = BENCH MARK DISK
 HB0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0174_STAMPING: J 136 1949
 HB0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0174+STABILITY: SURFACE MOTION
 HB0174
 HB0174  HISTORY     - Date     Condition        Report By
 HB0174  HISTORY     - 1949     MONUMENTED       CGS
 HB0174
 HB0174                          STATION DESCRIPTION
 HB0174
 HB0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0174'2.6 MI S FROM IUKA.
 HB0174'2.65 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO GRAND RIVERS
 HB0174'FROM THE JUNCTION OF OLD U.S. HIGHWAY 62 AT IUKA, ABOUT 1.45 MILES
 HB0174'NORTH OF THE INTERSECTION OF NEW U.S. HIGHWAY 62 NOW UNDER
 HB0174'CONSTRUCTION, 75 FEET SOUTH OF THE TOP OF A GRADE, 34 FEET SOUTHWEST
 HB0174'OF THE CENTER LINE OF THE GRAVEL ROAD, 1 FOOT NORTHEAST OF THE R/W
 HB0174'FENCE, 65.5 FEET SOUTHEAST OF THE SOUTHEAST GATE POST AND FENCE
 HB0174'CORNER, 112 FEET WEST-SOUTHWEST AND ACROSS THE GRAVEL ROAD FROM
 HB0174'THE SOUTHWEST CORNER OF A 1 1/2-STORY FARM HOUSE, 1 FOOT SOUTHEAST
 HB0174'OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE TOP OF THE
 HB0174'GRADE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 HB0174'POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE
 HB0174'ILLINOIS CENTRAL RAILROAD STATION AT GRAND RIVERS BY GOING ABOUT
 HB0174'2.7 MILES NORTH ALONG A GRAVEL ROAD LEADING TO IUKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0247 ***********************************************************************
 HZ0247  DESIGNATION -  J 137
 HZ0247  PID         -  HZ0247
 HZ0247  STATE/COUNTY-  KY/SCOTT
 HZ0247  USGS QUAD   -  SADIEVILLE (1978)
 HZ0247
 HZ0247                         *CURRENT SURVEY CONTROL
 HZ0247  ___________________________________________________________________
 HZ0247* NAD 83(1986)-  38 26 35.     (N)    084 31 35.     (W)     SCALED    
 HZ0247* NAVD 88     -       286.712  (meters)     940.65   (feet)  ADJUSTED  
 HZ0247  ___________________________________________________________________
 HZ0247  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0247  DYNAMIC HT  -         286.509 (meters)     939.99  (feet)  COMP
 HZ0247  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 HZ0247
 HZ0247  VERT ORDER  -  FIRST     CLASS II
 HZ0247
 HZ0247.The horizontal coordinates were scaled from a topographic map and have
 HZ0247.an estimated accuracy of +/- 6 seconds.
 HZ0247
 HZ0247.The orthometric height was determined by differential leveling
 HZ0247.and adjusted by the National Geodetic Survey in June 1991..
 HZ0247
 HZ0247.The geoid height was determined by GEOID03.
 HZ0247
 HZ0247.The dynamic height is computed by dividing the NAVD 88
 HZ0247.geopotential number by the normal gravity value computed on the
 HZ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0247.degrees latitude (g = 980.6199 gals.).
 HZ0247
 HZ0247.The modeled gravity was interpolated from observed gravity values.
 HZ0247
 HZ0247;                    North         East    Units  Estimated Accuracy
 HZ0247;SPC KY1Z     - 1,234,850.    1,606,820.      MT  (+/- 180 meters Scaled)
 HZ0247
 HZ0247                          SUPERSEDED SURVEY CONTROL
 HZ0247
 HZ0247  NGVD 29 (??/??/92)  286.881  (m)          941.21   (f) ADJ UNCH    1 2
 HZ0247
 HZ0247.Superseded values are not recommended for survey control.
 HZ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0247.See file dsdata.txt to determine how the superseded data were derived.
 HZ0247
 HZ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH158578(NAD 83)
 HZ0247_MARKER: DB = BENCH MARK DISK
 HZ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0247_STAMPING: J 137 1949
 HZ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0247+STABILITY: SURFACE MOTION
 HZ0247
 HZ0247  HISTORY     - Date     Condition        Report By
 HZ0247  HISTORY     - 1949     MONUMENTED       CGS
 HZ0247
 HZ0247                          STATION DESCRIPTION
 HZ0247
 HZ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0247'1 MI S FROM HINTON.
 HZ0247'ABOUT 1.0 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 HZ0247'AT HINTON, ABOUT 0.15 MILE NORTH OF MILE POST 53, BETWEEN
 HZ0247'TWO CUTS, 91 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 HZ0247'83 FEET EAST OF A SIGN STATION ONE MILE, 1 FOOT EAST OF A FENCE
 HZ0247'LINE AND INSIDE A PASTURE, 26 FEET NORTHEAST OF A TELEPHONE
 HZ0247'POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET
 HZ0247'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0247'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0139 ***********************************************************************
 HB0139  DESIGNATION -  J 138
 HB0139  PID         -  HB0139
 HB0139  STATE/COUNTY-  KY/CRITTENDEN
 HB0139  USGS QUAD   -  FREDONIA (1954)
 HB0139
 HB0139                         *CURRENT SURVEY CONTROL
 HB0139  ___________________________________________________________________
 HB0139* NAD 83(1986)-  37 13 18.     (N)    088 05 46.     (W)     SCALED    
 HB0139* NAVD 88     -       144.819  (meters)     475.13   (feet)  ADJUSTED  
 HB0139  ___________________________________________________________________
 HB0139  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 HB0139  DYNAMIC HT  -         144.711 (meters)     474.77  (feet)  COMP
 HB0139  MODELED GRAV-     979,881.3   (mgal)                       NAVD 88
 HB0139
 HB0139  VERT ORDER  -  FIRST     CLASS II
 HB0139
 HB0139.The horizontal coordinates were scaled from a topographic map and have
 HB0139.an estimated accuracy of +/- 6 seconds.
 HB0139
 HB0139.The orthometric height was determined by differential leveling
 HB0139.and adjusted by the National Geodetic Survey in June 1991..
 HB0139
 HB0139.The geoid height was determined by GEOID03.
 HB0139
 HB0139.The dynamic height is computed by dividing the NAVD 88
 HB0139.geopotential number by the normal gravity value computed on the
 HB0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0139.degrees latitude (g = 980.6199 gals.).
 HB0139
 HB0139.The modeled gravity was interpolated from observed gravity values.
 HB0139
 HB0139;                    North         East    Units  Estimated Accuracy
 HB0139;SPC KY1Z     - 1,101,210.    1,291,810.      MT  (+/- 180 meters Scaled)
 HB0139
 HB0139                          SUPERSEDED SURVEY CONTROL
 HB0139
 HB0139  NGVD 29 (??/??/??)  144.896  (m)          475.38   (f) ADJUSTED    1 2
 HB0139
 HB0139.Superseded values are not recommended for survey control.
 HB0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0139.See file dsdata.txt to determine how the superseded data were derived.
 HB0139
 HB0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG027200(NAD 83)
 HB0139_MARKER: DB = BENCH MARK DISK
 HB0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0139_STAMPING: J 138 1949
 HB0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0139+STABILITY: SURFACE MOTION
 HB0139
 HB0139  HISTORY     - Date     Condition        Report By
 HB0139  HISTORY     - 1949     MONUMENTED       CGS
 HB0139  HISTORY     - 1985     MARK NOT FOUND   NGS
 HB0139
 HB0139                          STATION DESCRIPTION
 HB0139
 HB0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0139'0.5 MI S FROM MEXICO.
 HB0139'0.5 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0139'STATION AT MEXICO, AT A ROAD CROSSING AND A SPUR LINE LEADING
 HB0139'SOUTHWEST TO A MINE, 123 FEET SOUTH-SOUTHEAST AND ACROSS THE
 HB0139'TRACK FROM A SWITCH AT NORTH END OF SPUR TRACK, 30.5 FEET
 HB0139'NORTHEAST OF THE CENTER OF THE CROSSING AT CENTER OF MAIN TRACK,
 HB0139'19 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 16 FEET
 HB0139'EAST OF THE EAST RAIL OF THE MAIN TRACK, 3 1/2 FEET NORTH OF
 HB0139'A CROSSING WARNING SIGN POST, 1 1/2 FEET NORTH OF A WHITE WOODEN
 HB0139'WITNESS POST, 1/2 FOOT ABOVE THE MAIN TRACK AND SET IN THE TOP
 HB0139'OF A CONCRETE POST PROJECTING 3 INCHES.
 HB0139
 HB0139                          STATION RECOVERY (1985)
 HB0139
 HB0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0846 ***********************************************************************
 HA0846  DESIGNATION -  J 139
 HA0846  PID         -  HA0846
 HA0846  STATE/COUNTY-  KY/WEBSTER
 HA0846  USGS QUAD   -  BLACKFORD (1954)
 HA0846
 HA0846                         *CURRENT SURVEY CONTROL
 HA0846  ___________________________________________________________________
 HA0846* NAD 83(1986)-  37 28 30.     (N)    087 55 51.     (W)     SCALED    
 HA0846* NAVD 88     -       109.395  (meters)     358.91   (feet)  ADJUSTED  
 HA0846  ___________________________________________________________________
 HA0846  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 HA0846  DYNAMIC HT  -         109.316 (meters)     358.65  (feet)  COMP
 HA0846  MODELED GRAV-     979,906.6   (mgal)                       NAVD 88
 HA0846
 HA0846  VERT ORDER  -  FIRST     CLASS II
 HA0846
 HA0846.The horizontal coordinates were scaled from a topographic map and have
 HA0846.an estimated accuracy of +/- 6 seconds.
 HA0846
 HA0846.The orthometric height was determined by differential leveling
 HA0846.and adjusted by the National Geodetic Survey in June 1991..
 HA0846
 HA0846.The geoid height was determined by GEOID03.
 HA0846
 HA0846.The dynamic height is computed by dividing the NAVD 88
 HA0846.geopotential number by the normal gravity value computed on the
 HA0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0846.degrees latitude (g = 980.6199 gals.).
 HA0846
 HA0846.The modeled gravity was interpolated from observed gravity values.
 HA0846
 HA0846;                    North         East    Units  Estimated Accuracy
 HA0846;SPC KY1Z     - 1,128,960.    1,307,130.      MT  (+/- 180 meters Scaled)
 HA0846
 HA0846                          SUPERSEDED SURVEY CONTROL
 HA0846
 HA0846  NGVD 29 (??/??/92)  109.492  (m)          359.23   (f) ADJ UNCH    1 2
 HA0846
 HA0846.Superseded values are not recommended for survey control.
 HA0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0846.See file dsdata.txt to determine how the superseded data were derived.
 HA0846
 HA0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG176479(NAD 83)
 HA0846_MARKER: DB = BENCH MARK DISK
 HA0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0846_STAMPING: J 139 1949
 HA0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0846+STABILITY: SURFACE MOTION
 HA0846
 HA0846  HISTORY     - Date     Condition        Report By
 HA0846  HISTORY     - 1949     MONUMENTED       CGS
 HA0846
 HA0846                          STATION DESCRIPTION
 HA0846
 HA0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HA0846'1.8 MI NW FROM BLACKFORD.
 HA0846'ABOUT 1.85 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 HA0846'FROM THE STATION AT BLACKFORD, AT A DIM FARM ROAD CROSSING, 444
 HA0846'FEET NORTH OF THE NORTH END OF TRESTLE NO. JE-60.5, 28 FEET
 HA0846'EAST-NORTHEAST OF THE CENTER OF THE CROSSING, 30 FEET WEST OF THE
 HA0846'CENTER LINE OF A ROAD PARALLELING THE TRACKS, 6 FEET SOUTHEAST
 HA0846'OF THE CENTER LINE OF THE FARM ROAD, 4 FEET NORTHWEST OF A
 HA0846'TELEPHONE POLE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 HA0846'4 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 HA0846'POST PROJECTING 2 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1916 ***********************************************************************
 GY1916  DESIGNATION -  J 14
 GY1916  PID         -  GY1916
 GY1916  STATE/COUNTY-  KY/BREATHITT
 GY1916  USGS QUAD   -  CANOE (1976)
 GY1916
 GY1916                         *CURRENT SURVEY CONTROL
 GY1916  ___________________________________________________________________
 GY1916* NAD 83(1986)-  37 25 25.     (N)    083 22 31.     (W)     SCALED    
 GY1916* NAVD 88     -       235.701  (meters)     773.30   (feet)  ADJUSTED  
 GY1916  ___________________________________________________________________
 GY1916  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GY1916  DYNAMIC HT  -         235.521 (meters)     772.71  (feet)  COMP
 GY1916  MODELED GRAV-     979,858.6   (mgal)                       NAVD 88
 GY1916
 GY1916  VERT ORDER  -  FIRST     CLASS I
 GY1916
 GY1916.The horizontal coordinates were scaled from a topographic map and have
 GY1916.an estimated accuracy of +/- 6 seconds.
 GY1916
 GY1916.The orthometric height was determined by differential leveling
 GY1916.and adjusted by the National Geodetic Survey in June 1991..
 GY1916.WARNING-Repeat measurements at this control monument indicate possible
 GY1916.vertical movement.
 GY1916
 GY1916.The geoid height was determined by GEOID03.
 GY1916
 GY1916.The dynamic height is computed by dividing the NAVD 88
 GY1916.geopotential number by the normal gravity value computed on the
 GY1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1916.degrees latitude (g = 980.6199 gals.).
 GY1916
 GY1916.The modeled gravity was interpolated from observed gravity values.
 GY1916
 GY1916;                    North         East    Units  Estimated Accuracy
 GY1916;SPC KY1Z     - 1,123,680.    1,710,160.      MT  (+/- 180 meters Scaled)
 GY1916
 GY1916                          SUPERSEDED SURVEY CONTROL
 GY1916
 GY1916  NGVD 29 (??/??/92)  235.863  (m)          773.83   (f) ADJ UNCH    1 1
 GY1916
 GY1916.Superseded values are not recommended for survey control.
 GY1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1916.See file dsdata.txt to determine how the superseded data were derived.
 GY1916
 GY1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB898445(NAD 83)
 GY1916_MARKER: DB = BENCH MARK DISK
 GY1916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1916_SP_SET: WATER TANK BASE
 GY1916_STAMPING: J 14 1930 773.827
 GY1916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1916
 GY1916  HISTORY     - Date     Condition        Report By
 GY1916  HISTORY     - 1930     MONUMENTED       CGS
 GY1916  HISTORY     - 1967     GOOD             NGS
 GY1916
 GY1916                          STATION DESCRIPTION
 GY1916
 GY1916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1916'10.2 MI NW FROM CHAVIES.
 GY1916'ABOUT 10.2 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY1916'RAILROAD FROM DUFFS GENERAL STORE AT CHAVIES, 0.15 MILE NORTHEAST
 GY1916'AND ACROSS THE NORTH FORK KENTUCKY RIVER FROM A STORE AT THE
 GY1916'SMALL COMMUNITY OF WHICK, 0.2 MILE NORTHWEST OF THE NORTHWEST
 GY1916'END OF A RAILROAD BRIDGE OVER THE NORTH FORK KENTUCKY RIVER, 7
 GY1916'RAILS NORTHWEST OF A 6- X 6-FOOT METAL BUILDING, 94 FEET NORTHWEST
 GY1916'AND ACROSS THE TRACK FROM MILEPOST 213, 22 1/2 FEET NORTHEAST OF
 GY1916'THE NORTHEAST RAIL OF THE TRACK, SET IN THE TOP OF THE SOUTH
 GY1916'CORNER OF THE MOST SOUTHERLY OF TWELVE ABANDONED CONCRETE FOOTINGS
 GY1916'FOR A WATER TANK, 29 FEET SOUTH OF A TELEPHONE POLE, 5 INCHES
 GY1916'ABOVE THE LEVEL OF THE GROUND, AND ABOUT 3 FEET BELOW THE LEVEL
 GY1916'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0072 ***********************************************************************
 HB0072  DESIGNATION -  J 140
 HB0072  PID         -  HB0072
 HB0072  STATE/COUNTY-  KY/UNION
 HB0072  USGS QUAD   -  GROVE CENTER (1959)
 HB0072
 HB0072                         *CURRENT SURVEY CONTROL
 HB0072  ___________________________________________________________________
 HB0072* NAD 83(1986)-  37 39 41.     (N)    088 05 32.     (W)     SCALED    
 HB0072* NAVD 88     -       112.376  (meters)     368.69   (feet)  ADJUSTED  
 HB0072  ___________________________________________________________________
 HB0072  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HB0072  DYNAMIC HT  -         112.297 (meters)     368.43  (feet)  COMP
 HB0072  MODELED GRAV-     979,927.9   (mgal)                       NAVD 88
 HB0072
 HB0072  VERT ORDER  -  FIRST     CLASS II
 HB0072
 HB0072.The horizontal coordinates were scaled from a topographic map and have
 HB0072.an estimated accuracy of +/- 6 seconds.
 HB0072
 HB0072.The orthometric height was determined by differential leveling
 HB0072.and adjusted by the National Geodetic Survey in June 1991..
 HB0072
 HB0072.The geoid height was determined by GEOID03.
 HB0072
 HB0072.The dynamic height is computed by dividing the NAVD 88
 HB0072.geopotential number by the normal gravity value computed on the
 HB0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0072.degrees latitude (g = 980.6199 gals.).
 HB0072
 HB0072.The modeled gravity was interpolated from observed gravity values.
 HB0072
 HB0072;                    North         East    Units  Estimated Accuracy
 HB0072;SPC KY1Z     - 1,149,980.    1,293,370.      MT  (+/- 180 meters Scaled)
 HB0072
 HB0072                          SUPERSEDED SURVEY CONTROL
 HB0072
 HB0072  NGVD 29 (??/??/??)  112.474  (m)          369.01   (f) ADJUSTED    1 2
 HB0072
 HB0072.Superseded values are not recommended for survey control.
 HB0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0072.See file dsdata.txt to determine how the superseded data were derived.
 HB0072
 HB0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG036688(NAD 83)
 HB0072_MARKER: DB = BENCH MARK DISK
 HB0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0072_SP_SET: BRIDGE
 HB0072_STAMPING: J 140 1949
 HB0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0072
 HB0072  HISTORY     - Date     Condition        Report By
 HB0072  HISTORY     - 1949     MONUMENTED       CGS
 HB0072
 HB0072                          STATION DESCRIPTION
 HB0072
 HB0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0072'3.2 MI SE FROM BLACKBURN.
 HB0072'ABOUT 2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM BLACKBURN,
 HB0072'THENCE ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 85, ABOUT
 HB0072'0.6 MILE NORTHWEST OF A CROSSROAD, ABOUT 0.1 MILE NORTH OF THE
 HB0072'JUNCTION OF A ROAD EAST, SET IN THE TOP OF THE NORTHWEST END OF
 HB0072'THE SOUTHWEST HEAD WALL OF A 24-FOOT CONCRETE BRIDGE, 26 FEET
 HB0072'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 5 FEET
 HB0072'BELOW THE HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0962 ***********************************************************************
 HZ0962  DESIGNATION -  J 141
 HZ0962  PID         -  HZ0962
 HZ0962  STATE/COUNTY-  KY/CARROLL
 HZ0962  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ0962
 HZ0962                         *CURRENT SURVEY CONTROL
 HZ0962  ___________________________________________________________________
 HZ0962* NAD 83(1986)-  38 37 32.     (N)    085 07 19.     (W)     SCALED    
 HZ0962* NAVD 88     -       144.655  (meters)     474.59   (feet)  ADJUSTED  
 HZ0962  ___________________________________________________________________
 HZ0962  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ0962  DYNAMIC HT  -         144.560 (meters)     474.28  (feet)  COMP
 HZ0962  MODELED GRAV-     979,972.1   (mgal)                       NAVD 88
 HZ0962
 HZ0962  VERT ORDER  -  SECOND    CLASS 0
 HZ0962
 HZ0962.The horizontal coordinates were scaled from a topographic map and have
 HZ0962.an estimated accuracy of +/- 6 seconds.
 HZ0962
 HZ0962.The orthometric height was determined by differential leveling
 HZ0962.and adjusted by the National Geodetic Survey in June 1991..
 HZ0962
 HZ0962.The geoid height was determined by GEOID03.
 HZ0962
 HZ0962.The dynamic height is computed by dividing the NAVD 88
 HZ0962.geopotential number by the normal gravity value computed on the
 HZ0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0962.degrees latitude (g = 980.6199 gals.).
 HZ0962
 HZ0962.The modeled gravity was interpolated from observed gravity values.
 HZ0962
 HZ0962;                    North         East    Units  Estimated Accuracy
 HZ0962;SPC KY1Z     - 1,254,590.    1,554,690.      MT  (+/- 180 meters Scaled)
 HZ0962
 HZ0962                          SUPERSEDED SURVEY CONTROL
 HZ0962
 HZ0962  NGVD 29 (??/??/92)  144.852  (m)          475.24   (f) ADJ UNCH    2 0
 HZ0962
 HZ0962.Superseded values are not recommended for survey control.
 HZ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0962.See file dsdata.txt to determine how the superseded data were derived.
 HZ0962
 HZ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH634768(NAD 83)
 HZ0962_MARKER: DB = BENCH MARK DISK
 HZ0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0962_STAMPING: J 141 1949
 HZ0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0962+STABILITY: SURFACE MOTION
 HZ0962
 HZ0962  HISTORY     - Date     Condition        Report By
 HZ0962  HISTORY     - 1949     MONUMENTED       CGS
 HZ0962
 HZ0962                          STATION DESCRIPTION
 HZ0962
 HZ0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0962'0.4 MI E FROM ENGLISH.
 HZ0962'0.45 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HZ0962'THE STATION AT ENGLISH, AT A FARM ROAD CROSSING, 126 FEET EAST AND
 HZ0962'ACROSS THE FARM ROAD FROM SEMAPHORE NO. 50.3, 42 FEET NORTHEAST
 HZ0962'OF THE CENTER OF THE CROSSING, 34 1/2 FEET NORTH OF THE NORTH
 HZ0962'RAIL, 19 FEET EAST-SOUTHEAST AND ACROSS FARM ROAD FROM A FORKED
 HZ0962'10-INCH APPLE TREE, 11 FEET EAST OF THE CENTER LINE OF THE FARM
 HZ0962'ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 HZ0962'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0962'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0650 ***********************************************************************
 JZ0650  DESIGNATION -  J 142
 JZ0650  PID         -  JZ0650
 JZ0650  STATE/COUNTY-  KY/KENTON
 JZ0650  USGS QUAD   -  COVINGTON (1987)
 JZ0650
 JZ0650                         *CURRENT SURVEY CONTROL
 JZ0650  ___________________________________________________________________
 JZ0650* NAD 83(1986)-  39 04 42.     (N)    084 33 13.     (W)     SCALED    
 JZ0650* NAVD 88     -       183.477  (meters)     601.96   (feet)  ADJUSTED  
 JZ0650  ___________________________________________________________________
 JZ0650  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0650  DYNAMIC HT  -         183.362 (meters)     601.58  (feet)  COMP
 JZ0650  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 JZ0650
 JZ0650  VERT ORDER  -  FIRST     CLASS II
 JZ0650
 JZ0650.The horizontal coordinates were scaled from a topographic map and have
 JZ0650.an estimated accuracy of +/- 6 seconds.
 JZ0650
 JZ0650.The orthometric height was determined by differential leveling
 JZ0650.and adjusted by the National Geodetic Survey in June 1991..
 JZ0650
 JZ0650.The geoid height was determined by GEOID03.
 JZ0650
 JZ0650.The dynamic height is computed by dividing the NAVD 88
 JZ0650.geopotential number by the normal gravity value computed on the
 JZ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0650.degrees latitude (g = 980.6199 gals.).
 JZ0650
 JZ0650.The modeled gravity was interpolated from observed gravity values.
 JZ0650
 JZ0650;                    North         East    Units  Estimated Accuracy
 JZ0650;SPC KY1Z     - 1,305,340.    1,603,540.      MT  (+/- 180 meters Scaled)
 JZ0650
 JZ0650                          SUPERSEDED SURVEY CONTROL
 JZ0650
 JZ0650  NGVD 29 (??/??/92)  183.706  (m)          602.71   (f) ADJ UNCH    1 2
 JZ0650
 JZ0650.Superseded values are not recommended for survey control.
 JZ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0650.See file dsdata.txt to determine how the superseded data were derived.
 JZ0650
 JZ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ116283(NAD 83)
 JZ0650_MARKER: DB = BENCH MARK DISK
 JZ0650_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0650_SP_SET: HEADWALL OF CULVERT
 JZ0650_STAMPING: J 142 1949
 JZ0650_MARK LOGO: CGS   
 JZ0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0650+STABILITY: SURFACE MOTION
 JZ0650
 JZ0650  HISTORY     - Date     Condition        Report By
 JZ0650  HISTORY     - 1949     MONUMENTED       CGS
 JZ0650  HISTORY     - 1985     POOR             NGS
 JZ0650
 JZ0650                          STATION DESCRIPTION
 JZ0650
 JZ0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JZ0650'1.2 MI S FROM LUDLOW.
 JZ0650'1.25 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JZ0650'LUDLOW, ABOUT 95 YARDS SOUTH OF YARD LIMITS SIGN, ABOUT 0.1 MILE
 JZ0650'NORTH OF A STEEL TRESTLE, IN THE TOP AND NORTH END OF THE EAST
 JZ0650'HEADWALL OF A 2 FOOT CONCRETE CULVERT, 10 FEET EAST OF THE EAST
 JZ0650'RAIL OF THE EAST TRACK AND 1.5 FEET BELOW THE LEVEL OF THE
 JZ0650'TRACK.
 JZ0650
 JZ0650                          STATION RECOVERY (1985)
 JZ0650
 JZ0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0650'RECOVERED IN POOR CONDITION, THE 1949 DESCRIPTION IS ADEQUATE, EXCEPT
 JZ0650'THE SPUTHERN RAILWAY STATION AT LUDLOW HAS BEEN RAZED AND THE HEADWALL
 JZ0650'IS LEANING TO THE WEST AND MARK SHOULD BE USED WITH CAUTION.  NOTE-NOT
 JZ0650'LEVELED TO BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9563 ***********************************************************************
 AA9563  DESIGNATION -  J 143 RESET
 AA9563  PID         -  AA9563
 AA9563  STATE/COUNTY-  KY/BOONE
 AA9563  USGS QUAD   -  WALTON (1984)
 AA9563
 AA9563                         *CURRENT SURVEY CONTROL
 AA9563  ___________________________________________________________________
 AA9563* NAD 83(1986)-  38 51 21.     (N)    084 36 19.     (W)     SCALED    
 AA9563* NAVD 88     -       274.73   (meters)     901.3    (feet)  RESET     
 AA9563  ___________________________________________________________________
 AA9563  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AA9563
 AA9563  VERT ORDER  -  THIRD
 AA9563
 AA9563.The horizontal coordinates were scaled from a topographic map and have
 AA9563.an estimated accuracy of +/- 6 seconds.
 AA9563
 AA9563.The orthometric height was computed from unverified reset data.
 AA9563
 AA9563.The geoid height was determined by GEOID03.
 AA9563
 AA9563;                    North         East    Units  Estimated Accuracy
 AA9563;SPC KY1Z     - 1,280,580.    1,599,370.      MT  (+/- 180 meters Scaled)
 AA9563
 AA9563                          SUPERSEDED SURVEY CONTROL
 AA9563
 AA9563.No superseded survey control is available for this station.
 AA9563
 AA9563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ077035(NAD 83)
 AA9563_MARKER: DV = VERTICAL CONTROL DISK
 AA9563_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA9563_SP_SET: BRIDGE WINGWALL
 AA9563_STAMPING: J 143 1949 RESET 1995
 AA9563_MARK LOGO: NGS   
 AA9563_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9563
 AA9563  HISTORY     - Date     Condition        Report By
 AA9563  HISTORY     - 1995     MONUMENTED       KYDT
 AA9563
 AA9563                          STATION DESCRIPTION
 AA9563
 AA9563'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 AA9563'0.60 MILE (0.97 KM) SOUTH ALONG THE CNO AND TP RAILROAD FROM ITS
 AA9563'CROSSING WITH HIGH STREET IN WALTON, ABOUT 0.25 MILE (0.40 KM) NORTH
 AA9563'OF THE BOONE-KENTON COUNTY LINE, SET IN THE TOP OF THE WEST WINGWALL
 AA9563'OF THE SOUTH ABUTMENT OF A 72 FOOT (21.9 M) STEEL RAILROAD BRIDGE OVER
 AA9563'US 25, 25.2 FEET (7.7 M) WEST OF WEST RAIL OF EASTERN MOST SET OF
 AA9563'TRACKS (AT TIME OF RESET, ONLY 1 SET OF TRACKS PRESENT BUT BRIDGE
 AA9563'BUILT TO ACCOMODATE 2 SETS OF TRACKS) , 4 FEET (1.2 M) WEST OF FENCE
 AA9563'AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0297 ***********************************************************************
 HZ0297  DESIGNATION -  J 144
 HZ0297  PID         -  HZ0297
 HZ0297  STATE/COUNTY-  KY/SCOTT
 HZ0297  USGS QUAD   -  GEORGETOWN (1993)
 HZ0297
 HZ0297                         *CURRENT SURVEY CONTROL
 HZ0297  ___________________________________________________________________
 HZ0297* NAD 83(1986)-  38 10 33.     (N)    084 32 28.     (W)     SCALED    
 HZ0297* NAVD 88     -       263.492  (meters)     864.47   (feet)  ADJUSTED  
 HZ0297  ___________________________________________________________________
 HZ0297  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HZ0297  DYNAMIC HT  -         263.300 (meters)     863.84  (feet)  COMP
 HZ0297  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 HZ0297
 HZ0297  VERT ORDER  -  FIRST     CLASS II
 HZ0297
 HZ0297.The horizontal coordinates were scaled from a topographic map and have
 HZ0297.an estimated accuracy of +/- 6 seconds.
 HZ0297
 HZ0297.The orthometric height was determined by differential leveling
 HZ0297.and adjusted by the National Geodetic Survey in June 1991..
 HZ0297.WARNING-Repeat measurements at this control monument indicate possible
 HZ0297.vertical movement.
 HZ0297
 HZ0297.The geoid height was determined by GEOID03.
 HZ0297
 HZ0297.The dynamic height is computed by dividing the NAVD 88
 HZ0297.geopotential number by the normal gravity value computed on the
 HZ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0297.degrees latitude (g = 980.6199 gals.).
 HZ0297
 HZ0297.The modeled gravity was interpolated from observed gravity values.
 HZ0297
 HZ0297;                    North         East    Units  Estimated Accuracy
 HZ0297;SPC KY1Z     - 1,205,170.    1,605,910.      MT  (+/- 180 meters Scaled)
 HZ0297
 HZ0297                          SUPERSEDED SURVEY CONTROL
 HZ0297
 HZ0297  NGVD 29 (??/??/92)  263.670  (m)          865.06   (f) ADJ UNCH    1 2
 HZ0297
 HZ0297.Superseded values are not recommended for survey control.
 HZ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0297.See file dsdata.txt to determine how the superseded data were derived.
 HZ0297
 HZ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH153281(NAD 83)
 HZ0297_MARKER: DB = BENCH MARK DISK
 HZ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0297_STAMPING: J 144 1949 865.057
 HZ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0297+STABILITY: SURFACE MOTION
 HZ0297
 HZ0297  HISTORY     - Date     Condition        Report By
 HZ0297  HISTORY     - 1949     MONUMENTED       CGS
 HZ0297  HISTORY     - 1960     GOOD             NGS
 HZ0297
 HZ0297                          STATION DESCRIPTION
 HZ0297
 HZ0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0297'2.2 MI S FROM GEORGETOWN.
 HZ0297'ABOUT 2.25 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 HZ0297'STATION AT GEORGETOWN, ABOUT 0.4 MILE NORTH OF A CONCRETE BRIDGE
 HZ0297'OVER CANE RIVER, ABOUT 125 YARDS SOUTH OF MILE POST 72, 46 FEET
 HZ0297'WEST OF THE WEST RAIL OF THE WEST TRACK, 2 1/2 FEET EAST OF A
 HZ0297'FENCE LINE, 2 1/2 FEET EAST OF A FENCE CORNER, ABOUT 120 YARDS
 HZ0297'SOUTH OF A CURVE IN THE TRACK WITH TANGENT EXTENDING SOUTH AND
 HZ0297'NORTHWEST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 HZ0297'1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 HZ0297'PROJECTING 4 INCHES.  NOTE-- MARK IS ABOUT 1.85 MILES NORTH OF
 HZ0297'THE STATION AT DONERAIL.
 HZ0297
 HZ0297                          STATION RECOVERY (1960)
 HZ0297
 HZ0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HZ0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1860 ***********************************************************************
 HZ1860  DESIGNATION -  J 145 RESET 1975
 HZ1860  PID         -  HZ1860
 HZ1860  STATE/COUNTY-  KY/FAYETTE
 HZ1860  USGS QUAD   -  GEORGETOWN (1993)
 HZ1860
 HZ1860                         *CURRENT SURVEY CONTROL
 HZ1860  ___________________________________________________________________
 HZ1860* NAD 83(1986)-  38 08 36.     (N)    084 31 10.     (W)     SCALED    
 HZ1860* NAVD 88     -       260.02   (meters)     853.1    (feet)  RESET     
 HZ1860  ___________________________________________________________________
 HZ1860  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ1860
 HZ1860  VERT ORDER  -  THIRD
 HZ1860
 HZ1860.The horizontal coordinates were scaled from a topographic map and have
 HZ1860.an estimated accuracy of +/- 6 seconds.
 HZ1860
 HZ1860.The orthometric height was computed from unverified reset data.
 HZ1860.No vertical observational check was made to the station.
 HZ1860
 HZ1860.The geoid height was determined by GEOID03.
 HZ1860
 HZ1860;                    North         East    Units  Estimated Accuracy
 HZ1860;SPC KY1Z     - 1,201,590.    1,607,860.      MT  (+/- 180 meters Scaled)
 HZ1860
 HZ1860                          SUPERSEDED SURVEY CONTROL
 HZ1860
 HZ1860  NGVD 29 (10/08/05)  260.18   (m)          853.6    (f) RESET       3  
 HZ1860
 HZ1860.Superseded values are not recommended for survey control.
 HZ1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1860.See file dsdata.txt to determine how the superseded data were derived.
 HZ1860
 HZ1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH173246(NAD 83)
 HZ1860_MARKER: DB = BENCH MARK DISK
 HZ1860_SETTING: 0 = UNSPECIFIED SETTING
 HZ1860_STAMPING: J 145 RESET 1975
 HZ1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1860
 HZ1860  HISTORY     - Date     Condition        Report By
 HZ1860  HISTORY     - 1975     MONUMENTED       NGS
 HZ1860
 HZ1860                          STATION DESCRIPTION
 HZ1860
 HZ1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HZ1860'0.95 MI SE FROM DONERAIL.
 HZ1860'0.95 MILE SOUTHEAST ALONG IRONWORKS ROAD FROM THE SOUTHERN RAILWAY
 HZ1860'STATION IN DONERAIL, 0.4 MILE SOUTHEAST OF THE CANE RUN BAPTIST
 HZ1860'CHURCH, 21 FEET WEST OF THE CENTERLINE OF OLD IRONWORKS ROAD, 38
 HZ1860'FEET NORTH OF THE CENERLINE OF A DRIVE WAY, 15 FEET NORTH OF A POWER
 HZ1860'POLE, 5 FEET NORTH OF A 10-INCH WALNUT TREE, 1 FOOT EAST OF A STONE
 HZ1860'FENCE, 118 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY AND SET IN
 HZ1860'THE TOP OF A PRE-CAST ALUMINUM POST WITH THE CAP RIVETED TO THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1131 ***********************************************************************
 HZ1131  DESIGNATION -  J 146
 HZ1131  PID         -  HZ1131
 HZ1131  STATE/COUNTY-  KY/SHELBY
 HZ1131  USGS QUAD   -  NORTH PLEASUREVILLE (1984)
 HZ1131
 HZ1131                         *CURRENT SURVEY CONTROL
 HZ1131  ___________________________________________________________________
 HZ1131* NAD 83(1986)-  38 16 01.     (N)    085 04 26.     (W)     SCALED    
 HZ1131* NAVD 88     -       275.701  (meters)     904.53   (feet)  ADJUSTED  
 HZ1131  ___________________________________________________________________
 HZ1131  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ1131  DYNAMIC HT  -         275.509 (meters)     903.90  (feet)  COMP
 HZ1131  MODELED GRAV-     979,923.6   (mgal)                       NAVD 88
 HZ1131
 HZ1131  VERT ORDER  -  FIRST     CLASS II
 HZ1131
 HZ1131.The horizontal coordinates were scaled from a topographic map and have
 HZ1131.an estimated accuracy of +/- 6 seconds.
 HZ1131
 HZ1131.The orthometric height was determined by differential leveling
 HZ1131.and adjusted by the National Geodetic Survey in June 1991..
 HZ1131
 HZ1131.The geoid height was determined by GEOID03.
 HZ1131
 HZ1131.The dynamic height is computed by dividing the NAVD 88
 HZ1131.geopotential number by the normal gravity value computed on the
 HZ1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1131.degrees latitude (g = 980.6199 gals.).
 HZ1131
 HZ1131.The modeled gravity was interpolated from observed gravity values.
 HZ1131
 HZ1131;                    North         East    Units  Estimated Accuracy
 HZ1131;SPC KY1Z     - 1,214,810.    1,559,160.      MT  (+/- 180 meters Scaled)
 HZ1131
 HZ1131                          SUPERSEDED SURVEY CONTROL
 HZ1131
 HZ1131  NGVD 29 (??/??/92)  275.854  (m)          905.03   (f) ADJ UNCH    1 2
 HZ1131
 HZ1131.Superseded values are not recommended for survey control.
 HZ1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1131.See file dsdata.txt to determine how the superseded data were derived.
 HZ1131
 HZ1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH685371(NAD 83)
 HZ1131_MARKER: DB = BENCH MARK DISK
 HZ1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1131_STAMPING: J 146 1949
 HZ1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1131+STABILITY: SURFACE MOTION
 HZ1131
 HZ1131  HISTORY     - Date     Condition        Report By
 HZ1131  HISTORY     - 1949     MONUMENTED       CGS
 HZ1131
 HZ1131                          STATION DESCRIPTION
 HZ1131
 HZ1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1131'1.6 MI SE FROM CHRISTIANBURG.
 HZ1131'ABOUT 1.65 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1131'RAILROAD FROM THE STATION AT CHRISTIANBURG, ABOUT 0.9 MILE
 HZ1131'NORTHWEST OF THE STATION AT BAGDAD, AT A PRIVATE ROAD CROSSING,
 HZ1131'50 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 37 FEET WEST OF THE
 HZ1131'CENTER LINE OF THE PRIVATE ROAD, 30 FEET SOUTH OF THE SOUTH RAIL,
 HZ1131'33 FEET SOUTHEAST OF MILE POST 51, 21 FEET WEST OF A FENCE CORNER,
 HZ1131'1 FOOT NORTH OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 HZ1131'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 HZ1131'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0365 ***********************************************************************
 HZ0365  DESIGNATION -  J 147
 HZ0365  PID         -  HZ0365
 HZ0365  STATE/COUNTY-  KY/FRANKLIN
 HZ0365  USGS QUAD   -  FRANKFORT EAST (1993)
 HZ0365
 HZ0365                         *CURRENT SURVEY CONTROL
 HZ0365  ___________________________________________________________________
 HZ0365* NAD 83(1986)-  38 14 34.     (N)    084 46 33.     (W)     SCALED    
 HZ0365* NAVD 88     -       225.701  (meters)     740.49   (feet)  ADJUSTED  
 HZ0365  ___________________________________________________________________
 HZ0365  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HZ0365  DYNAMIC HT  -         225.540 (meters)     739.96  (feet)  COMP
 HZ0365  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 HZ0365
 HZ0365  VERT ORDER  -  FIRST     CLASS II
 HZ0365
 HZ0365.The horizontal coordinates were scaled from a topographic map and have
 HZ0365.an estimated accuracy of +/- 6 seconds.
 HZ0365
 HZ0365.The orthometric height was determined by differential leveling
 HZ0365.and adjusted by the National Geodetic Survey in June 1991..
 HZ0365
 HZ0365.The geoid height was determined by GEOID03.
 HZ0365
 HZ0365.The dynamic height is computed by dividing the NAVD 88
 HZ0365.geopotential number by the normal gravity value computed on the
 HZ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0365.degrees latitude (g = 980.6199 gals.).
 HZ0365
 HZ0365.The modeled gravity was interpolated from observed gravity values.
 HZ0365
 HZ0365;                    North         East    Units  Estimated Accuracy
 HZ0365;SPC KY1Z     - 1,212,360.    1,585,270.      MT  (+/- 180 meters Scaled)
 HZ0365
 HZ0365                          SUPERSEDED SURVEY CONTROL
 HZ0365
 HZ0365  NGVD 29 (??/??/92)  225.870  (m)          741.04   (f) ADJ UNCH    1 2
 HZ0365
 HZ0365.Superseded values are not recommended for survey control.
 HZ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0365.See file dsdata.txt to determine how the superseded data were derived.
 HZ0365
 HZ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH946350(NAD 83)
 HZ0365_MARKER: DB = BENCH MARK DISK
 HZ0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0365_STAMPING: J 147 1949
 HZ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0365+STABILITY: SURFACE MOTION
 HZ0365
 HZ0365  HISTORY     - Date     Condition        Report By
 HZ0365  HISTORY     - 1949     MONUMENTED       CGS
 HZ0365
 HZ0365                          STATION DESCRIPTION
 HZ0365
 HZ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0365'2.2 MI NE FROM ELKHORN.
 HZ0365'ABOUT 2.15 MILES NORTHEAST ALONG THE FRANKFORT AND CINCINNATI
 HZ0365'RAILROAD FROM THE STATION AT ELKHORN, AT A BLACK TOP ROAD
 HZ0365'CROSSING, ON TOP OF A SMALL KNOLL, 295 FEET NORTH AND ACROSS
 HZ0365'THE BLACK TOP ROAD FROM MILE POST F 7, 65 FEET NORTH-NORTHEAST
 HZ0365'OF THE CENTER OF THE CROSSING, 27 FEET NORTHWEST OF THE CENTER
 HZ0365'LINE OF THE BLACK TOP ROAD, 26 FEET SOUTHWEST OF A FENCE CORNER,
 HZ0365'16 FEET EAST OF THE EAST RAIL, 1 FOOT NORTHWEST OF A FENCE LINE,
 HZ0365'1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 HZ0365'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0365'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0622 ***********************************************************************
 HZ0622  DESIGNATION -  J 148
 HZ0622  PID         -  HZ0622
 HZ0622  STATE/COUNTY-  KY/GALLATIN
 HZ0622  USGS QUAD   -  PATRIOT (1994)
 HZ0622
 HZ0622                         *CURRENT SURVEY CONTROL
 HZ0622  ___________________________________________________________________
 HZ0622* NAD 83(1986)-  38 46 59.     (N)    084 48 37.     (W)     SCALED    
 HZ0622* NAVD 88     -       144.817  (meters)     475.12   (feet)  ADJUSTED  
 HZ0622  ___________________________________________________________________
 HZ0622  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0622  DYNAMIC HT  -         144.725 (meters)     474.82  (feet)  COMP
 HZ0622  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 HZ0622
 HZ0622  VERT ORDER  -  FIRST     CLASS II
 HZ0622
 HZ0622.The horizontal coordinates were scaled from a topographic map and have
 HZ0622.an estimated accuracy of +/- 6 seconds.
 HZ0622
 HZ0622.The orthometric height was determined by differential leveling
 HZ0622.and adjusted by the National Geodetic Survey in June 1991..
 HZ0622
 HZ0622.The geoid height was determined by GEOID03.
 HZ0622
 HZ0622.The dynamic height is computed by dividing the NAVD 88
 HZ0622.geopotential number by the normal gravity value computed on the
 HZ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0622.degrees latitude (g = 980.6199 gals.).
 HZ0622
 HZ0622.The modeled gravity was interpolated from observed gravity values.
 HZ0622
 HZ0622;                    North         East    Units  Estimated Accuracy
 HZ0622;SPC KY1Z     - 1,272,300.    1,581,650.      MT  (+/- 180 meters Scaled)
 HZ0622
 HZ0622                          SUPERSEDED SURVEY CONTROL
 HZ0622
 HZ0622  NGVD 29 (??/??/92)  145.016  (m)          475.77   (f) ADJ UNCH    1 2
 HZ0622
 HZ0622.Superseded values are not recommended for survey control.
 HZ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0622.See file dsdata.txt to determine how the superseded data were derived.
 HZ0622
 HZ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH902949(NAD 83)
 HZ0622_MARKER: DB = BENCH MARK DISK
 HZ0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0622_SP_SET: ABUTMENT
 HZ0622_STAMPING: J 148 1949
 HZ0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0622
 HZ0622  HISTORY     - Date     Condition        Report By
 HZ0622  HISTORY     - 1949     MONUMENTED       CGS
 HZ0622  HISTORY     - 1964     GOOD             PAS
 HZ0622  HISTORY     - 20000514 MARK NOT FOUND   KYDT
 HZ0622
 HZ0622                          STATION DESCRIPTION
 HZ0622
 HZ0622'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 HZ0622'5.1 MI E FROM WARSAW.
 HZ0622'5.1 MILES EAST ALONG U.S. HIGHWAY 42 FROM THE COURTHOUSE AT
 HZ0622'WARSAW, AT THE JUNCTION OF U.S. HIGHWAY 127 IN THE TOP OF THE
 HZ0622'NORTH END OF THE WEST ABUTMENT OF CONCRETE-STEEL BRIDGE OVER
 HZ0622'CREEK EMPTYING INTO THE OHIO RIVER AT A CURVE IN THE OHIO RIVER,
 HZ0622'NORTH TO WEST, 58 FEET NORTHEAST OF THE CENTER OF THE JUNCTION,
 HZ0622'14.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 42 AND ABOUT
 HZ0622'LEVEL WITH THE HIGHWAY.  NOTE-- THE CONCRETE IN WHICH THE MARK
 HZ0622'IS SET IS DETERIORATED AND CRACKED.  PORTIONS HAVE BEEN PATCHED.
 HZ0622
 HZ0622                          STATION RECOVERY (2000)
 HZ0622
 HZ0622'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HZ0622'A NEW BRIDGE WAS CONSTRUCTED AT THIS LOCATION IN 1988, NO SIGN OF
 HZ0622'RESET, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1984 ***********************************************************************
 GY1984  DESIGNATION -  J 15
 GY1984  PID         -  GY1984
 GY1984  STATE/COUNTY-  KY/PERRY
 GY1984  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1984
 GY1984                         *CURRENT SURVEY CONTROL
 GY1984  ___________________________________________________________________
 GY1984* NAD 83(1986)-  37 13 39.     (N)    083 09 50.     (W)     SCALED    
 GY1984* NAVD 88     -       270.513  (meters)     887.51   (feet)  ADJUSTED  
 GY1984  ___________________________________________________________________
 GY1984  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY1984  DYNAMIC HT  -         270.297 (meters)     886.80  (feet)  COMP
 GY1984  MODELED GRAV-     979,826.9   (mgal)                       NAVD 88
 GY1984
 GY1984  VERT ORDER  -  FIRST     CLASS I
 GY1984
 GY1984.The horizontal coordinates were scaled from a topographic map and have
 GY1984.an estimated accuracy of +/- 6 seconds.
 GY1984
 GY1984.The orthometric height was determined by differential leveling
 GY1984.and adjusted by the National Geodetic Survey in June 1991..
 GY1984
 GY1984.The geoid height was determined by GEOID03.
 GY1984
 GY1984.The dynamic height is computed by dividing the NAVD 88
 GY1984.geopotential number by the normal gravity value computed on the
 GY1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1984.degrees latitude (g = 980.6199 gals.).
 GY1984
 GY1984.The modeled gravity was interpolated from observed gravity values.
 GY1984
 GY1984;                    North         East    Units  Estimated Accuracy
 GY1984;SPC KY1Z     - 1,102,420.    1,729,470.      MT  (+/- 180 meters Scaled)
 GY1984
 GY1984                          SUPERSEDED SURVEY CONTROL
 GY1984
 GY1984  NGVD 29 (??/??/92)  270.681  (m)          888.06   (f) ADJ UNCH    1 1
 GY1984
 GY1984.Superseded values are not recommended for survey control.
 GY1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1984.See file dsdata.txt to determine how the superseded data were derived.
 GY1984
 GY1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB080223(NAD 83)
 GY1984_MARKER: DB = BENCH MARK DISK
 GY1984_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1984_SP_SET: UNDERPASS
 GY1984_STAMPING: J 15 1930
 GY1984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1984+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1994
 GY1984
 GY1984  HISTORY     - Date     Condition        Report By
 GY1984  HISTORY     - 1930     MONUMENTED       CGS
 GY1984  HISTORY     - 1967     GOOD             NGS
 GY1984  HISTORY     - 19940610 GOOD             KYDT
 GY1984
 GY1984                          STATION DESCRIPTION
 GY1984
 GY1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1984'3.1 MI SE FROM HAZARD.
 GY1984'ABOUT 3.1 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1984'RAILROAD FROM THE STATION AT HAZARD, 10 FEET SOUTH OF THE SOUTH
 GY1984'RAIL OF THE TRACK, SET VERTICALLY IN THE MORE WESTERLY OF TWO
 GY1984'CONCRETE COLUMNS OF THE RAILROAD UNDERPASS FOR STATE HIGHWAY
 GY1984'15 WHICH IS THE HIGHWAY BRIDGE OVER THE NORTH FORK KENTUCKY
 GY1984'RIVER, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 GY1984
 GY1984                          STATION RECOVERY (1994)
 GY1984
 GY1984'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0138 ***********************************************************************
 HZ0138  DESIGNATION -  J 150
 HZ0138  PID         -  HZ0138
 HZ0138  STATE/COUNTY-  KY/CLARK
 HZ0138  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0138
 HZ0138                         *CURRENT SURVEY CONTROL
 HZ0138  ___________________________________________________________________
 HZ0138* NAD 83(1986)-  38 01 18.     (N)    084 13 27.     (W)     SCALED    
 HZ0138* NAVD 88     -       294.372  (meters)     965.79   (feet)  ADJUSTED  
 HZ0138  ___________________________________________________________________
 HZ0138  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HZ0138  DYNAMIC HT  -         294.155 (meters)     965.07  (feet)  COMP
 HZ0138  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 HZ0138
 HZ0138  VERT ORDER  -  FIRST     CLASS II
 HZ0138
 HZ0138.The horizontal coordinates were scaled from a topographic map and have
 HZ0138.an estimated accuracy of +/- 6 seconds.
 HZ0138
 HZ0138.The orthometric height was determined by differential leveling
 HZ0138.and adjusted by the National Geodetic Survey in June 1991..
 HZ0138
 HZ0138.The geoid height was determined by GEOID03.
 HZ0138
 HZ0138.The dynamic height is computed by dividing the NAVD 88
 HZ0138.geopotential number by the normal gravity value computed on the
 HZ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0138.degrees latitude (g = 980.6199 gals.).
 HZ0138
 HZ0138.The modeled gravity was interpolated from observed gravity values.
 HZ0138
 HZ0138;                    North         East    Units  Estimated Accuracy
 HZ0138;SPC KY1Z     - 1,188,470.    1,633,960.      MT  (+/- 180 meters Scaled)
 HZ0138
 HZ0138                          SUPERSEDED SURVEY CONTROL
 HZ0138
 HZ0138  NGVD 29 (??/??/92)  294.517  (m)          966.26   (f) ADJ UNCH    1 2
 HZ0138
 HZ0138.Superseded values are not recommended for survey control.
 HZ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0138.See file dsdata.txt to determine how the superseded data were derived.
 HZ0138
 HZ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH436118(NAD 83)
 HZ0138_MARKER: DB = BENCH MARK DISK
 HZ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0138_STAMPING: J 150 1949 966.261
 HZ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0138+STABILITY: SURFACE MOTION
 HZ0138
 HZ0138  HISTORY     - Date     Condition        Report By
 HZ0138  HISTORY     - 1949     MONUMENTED       CGS
 HZ0138  HISTORY     - 1958     GOOD             NGS
 HZ0138
 HZ0138                          STATION DESCRIPTION
 HZ0138
 HZ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0138'3.4 MI NW FROM WINCHESTER.
 HZ0138'ABOUT 3.45 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ0138'RAILROAD FROM THE STATION AT WINCHESTER, ABOUT 0.9 MILE
 HZ0138'NORTHWEST OF THE OVERPASS OF THE TRACK OVER VAN METER ROAD, 50
 HZ0138'FEET NORTHEAST AND ACROSS THE TRACK FROM MILE POST 111, ABOUT
 HZ0138'120 YARDS SOUTHEAST OF A FENCE CORNER, 29 FEET NORTHEAST OF THE
 HZ0138'NORTHEAST RAIL, 1 FOOT SOUTHWEST OF A FENCE LINE, 7 FEET EAST
 HZ0138'OF A TELEPHONE POLE, 65 FEET NORTHEAST AND ACROSS THE TRACK
 HZ0138'FROM A FENCE CORNER IN SOUTHWEST R/W FENCE LINE, ABOUT 2 FEET
 HZ0138'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0138'3 INCHES.  NOTE-- BM IS 2.0 FEET SW OF METAL WITNESS POST AND
 HZ0138'SIGN.  RECOVERED AS DESCRIBED 1963.
 HZ0138
 HZ0138                          STATION RECOVERY (1958)
 HZ0138
 HZ0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0803 ***********************************************************************
 GZ0803  DESIGNATION -  J 151
 GZ0803  PID         -  GZ0803
 GZ0803  STATE/COUNTY-  KY/PULASKI
 GZ0803  USGS QUAD   -  SCIENCE HILL (1961)
 GZ0803
 GZ0803                         *CURRENT SURVEY CONTROL
 GZ0803  ___________________________________________________________________
 GZ0803* NAD 83(1986)-  37 07 50.     (N)    084 37 44.     (W)     SCALED    
 GZ0803* NAVD 88     -       324.263  (meters)    1063.85   (feet)  ADJUSTED  
 GZ0803  ___________________________________________________________________
 GZ0803  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GZ0803  DYNAMIC HT  -         324.009 (meters)    1063.02  (feet)  COMP
 GZ0803  MODELED GRAV-     979,839.6   (mgal)                       NAVD 88
 GZ0803
 GZ0803  VERT ORDER  -  FIRST     CLASS II
 GZ0803
 GZ0803.The horizontal coordinates were scaled from a topographic map and have
 GZ0803.an estimated accuracy of +/- 6 seconds.
 GZ0803
 GZ0803.The orthometric height was determined by differential leveling
 GZ0803.and adjusted by the National Geodetic Survey in June 1991..
 GZ0803
 GZ0803.The geoid height was determined by GEOID03.
 GZ0803
 GZ0803.The dynamic height is computed by dividing the NAVD 88
 GZ0803.geopotential number by the normal gravity value computed on the
 GZ0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0803.degrees latitude (g = 980.6199 gals.).
 GZ0803
 GZ0803.The modeled gravity was interpolated from observed gravity values.
 GZ0803
 GZ0803;                    North         East    Units  Estimated Accuracy
 GZ0803;SPC KY1Z     - 1,089,080.    1,599,620.      MT  (+/- 180 meters Scaled)
 GZ0803
 GZ0803                          SUPERSEDED SURVEY CONTROL
 GZ0803
 GZ0803  NGVD 29 (??/??/92)  324.420  (m)         1064.37   (f) ADJ UNCH    1 2
 GZ0803
 GZ0803.Superseded values are not recommended for survey control.
 GZ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0803.See file dsdata.txt to determine how the superseded data were derived.
 GZ0803
 GZ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG106119(NAD 83)
 GZ0803_MARKER: DB = BENCH MARK DISK
 GZ0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0803_STAMPING: J 151 1950 1064.368
 GZ0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0803+STABILITY: SURFACE MOTION
 GZ0803
 GZ0803  HISTORY     - Date     Condition        Report By
 GZ0803  HISTORY     - 1950     MONUMENTED       CGS
 GZ0803  HISTORY     - 1958     GOOD             NGS
 GZ0803  HISTORY     - 1984     MARK NOT FOUND   NGS
 GZ0803  HISTORY     - 20050509 MARK NOT FOUND   KYDT
 GZ0803
 GZ0803                          STATION DESCRIPTION
 GZ0803
 GZ0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0803'3.4 MI S FROM SCIENCE HILL.
 GZ0803'ABOUT 3.45 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ0803'STATION AT SCIENCE HILL, AT A ROAD CROSSING, ABOUT 0.1 MILE
 GZ0803'NORTH OF MILEPOST 157, 46 FEET EAST OF THE EAST RAIL, 1 FOOT
 GZ0803'WEST OF A FENCE LINE, 2 1/2 FEET SOUTH OF A FENCE CORNER, 44
 GZ0803'FEET SOUTHEAST OF A CROSSING SIGN, 98 FEET SOUTHEAST OF THE
 GZ0803'CENTER OF THE CROSSING OF THE ROAD AND THE EAST TRACK, 28 FEET
 GZ0803'NORTHEAST OF A TELEPHONE POLE, 20 FEET SOUTHWEST OF THE
 GZ0803'CENTER LINE OF THE ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 GZ0803'POST, 6 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 GZ0803'POST PROJECTING 5 INCHES.
 GZ0803
 GZ0803                          STATION RECOVERY (1958)
 GZ0803
 GZ0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0803'RECOVERED IN GOOD CONDITION.
 GZ0803
 GZ0803                          STATION RECOVERY (1984)
 GZ0803
 GZ0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ0803'NOT RECOVERED, BELIEVED COVERED OVER BY ASPHALT FILL AT THIS LOCATION.
 GZ0803
 GZ0803                          STATION RECOVERY (2005)
 GZ0803
 GZ0803'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0766 ***********************************************************************
 GZ0766  DESIGNATION -  J 152
 GZ0766  PID         -  GZ0766
 GZ0766  STATE/COUNTY-  KY/LINCOLN
 GZ0766  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0766
 GZ0766                         *CURRENT SURVEY CONTROL
 GZ0766  ___________________________________________________________________
 GZ0766* NAD 83(1986)-  37 27 09.     (N)    084 45 33.     (W)     SCALED    
 GZ0766* NAVD 88     -       308.199  (meters)    1011.15   (feet)  ADJUSTED  
 GZ0766  ___________________________________________________________________
 GZ0766  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GZ0766  DYNAMIC HT  -         307.959 (meters)    1010.36  (feet)  COMP
 GZ0766  MODELED GRAV-     979,843.9   (mgal)                       NAVD 88
 GZ0766
 GZ0766  VERT ORDER  -  FIRST     CLASS II
 GZ0766
 GZ0766.The horizontal coordinates were scaled from a topographic map and have
 GZ0766.an estimated accuracy of +/- 6 seconds.
 GZ0766
 GZ0766.The orthometric height was determined by differential leveling
 GZ0766.and adjusted by the National Geodetic Survey in June 1991..
 GZ0766
 GZ0766.The geoid height was determined by GEOID03.
 GZ0766
 GZ0766.The dynamic height is computed by dividing the NAVD 88
 GZ0766.geopotential number by the normal gravity value computed on the
 GZ0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0766.degrees latitude (g = 980.6199 gals.).
 GZ0766
 GZ0766.The modeled gravity was interpolated from observed gravity values.
 GZ0766
 GZ0766;                    North         East    Units  Estimated Accuracy
 GZ0766;SPC KY1Z     - 1,124,670.    1,587,660.      MT  (+/- 180 meters Scaled)
 GZ0766
 GZ0766                          SUPERSEDED SURVEY CONTROL
 GZ0766
 GZ0766  NGVD 29 (??/??/92)  308.341  (m)         1011.62   (f) ADJ UNCH    1 2
 GZ0766
 GZ0766.Superseded values are not recommended for survey control.
 GZ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0766.See file dsdata.txt to determine how the superseded data were derived.
 GZ0766
 GZ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG982474(NAD 83)
 GZ0766_MARKER: DB = BENCH MARK DISK
 GZ0766_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0766_SP_SET: ROCK CUT
 GZ0766_STAMPING: J 152 1950 1011.615
 GZ0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0766+STABILITY: POSITION/ELEVATION WELL
 GZ0766
 GZ0766  HISTORY     - Date     Condition        Report By
 GZ0766  HISTORY     - 1950     MONUMENTED       CGS
 GZ0766  HISTORY     - 1958     GOOD             NGS
 GZ0766  HISTORY     - 1981     GOOD
 GZ0766
 GZ0766                          STATION DESCRIPTION
 GZ0766
 GZ0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0766'AT MC KINNEY.
 GZ0766'AT MC KINNEY, ABOUT 0.15 MILE SOUTH ALONG THE SOUTHERN RILWAY
 GZ0766'FROM THE STATION, 42 1/2 FEET NORTH OF THE NORTH END OF THE FIRST
 GZ0766'PIER EAST OF THE WEST END OF THE OVERPASS OF STATE HIGHWAY 198 OVER
 GZ0766'THE TRACKS, 16 1/2 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 GZ0766'SET VERTICALLY IN THE FACE OF A ROCK CUT, AND ABOUT 2 1/2 FEET
 GZ0766'ABOVE THE TRACK.
 GZ0766
 GZ0766                          STATION RECOVERY (1958)
 GZ0766
 GZ0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0766'RECOVERED IN GOOD CONDITION.
 GZ0766
 GZ0766                          STATION RECOVERY (1981)
 GZ0766
 GZ0766'RECOVERED 1981
 GZ0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1229 ***********************************************************************
 GZ1229  DESIGNATION -  J 154
 GZ1229  PID         -  GZ1229
 GZ1229  STATE/COUNTY-  KY/JESSAMINE
 GZ1229  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1229
 GZ1229                         *CURRENT SURVEY CONTROL
 GZ1229  ___________________________________________________________________
 GZ1229* NAD 83(1986)-  37 55 58.     (N)    084 33 28.     (W)     SCALED    
 GZ1229* NAVD 88     -       299.940  (meters)     984.05   (feet)  ADJUSTED  
 GZ1229  ___________________________________________________________________
 GZ1229  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GZ1229  DYNAMIC HT  -         299.715 (meters)     983.32  (feet)  COMP
 GZ1229  MODELED GRAV-     979,868.7   (mgal)                       NAVD 88
 GZ1229
 GZ1229  VERT ORDER  -  FIRST     CLASS II
 GZ1229
 GZ1229.The horizontal coordinates were scaled from a topographic map and have
 GZ1229.an estimated accuracy of +/- 6 seconds.
 GZ1229
 GZ1229.The orthometric height was determined by differential leveling
 GZ1229.and adjusted by the National Geodetic Survey in June 1991..
 GZ1229
 GZ1229.The geoid height was determined by GEOID03.
 GZ1229
 GZ1229.The dynamic height is computed by dividing the NAVD 88
 GZ1229.geopotential number by the normal gravity value computed on the
 GZ1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1229.degrees latitude (g = 980.6199 gals.).
 GZ1229
 GZ1229.The modeled gravity was interpolated from observed gravity values.
 GZ1229
 GZ1229;                    North         East    Units  Estimated Accuracy
 GZ1229;SPC KY1Z     - 1,178,180.    1,604,800.      MT  (+/- 180 meters Scaled)
 GZ1229
 GZ1229                          SUPERSEDED SURVEY CONTROL
 GZ1229
 GZ1229  NGVD 29 (??/??/92)  300.082  (m)          984.52   (f) ADJ UNCH    1 2
 GZ1229
 GZ1229.Superseded values are not recommended for survey control.
 GZ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1229.See file dsdata.txt to determine how the superseded data were derived.
 GZ1229
 GZ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH146011(NAD 83)
 GZ1229_MARKER: DB = BENCH MARK DISK
 GZ1229_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ1229_SP_SET: WINGWALL
 GZ1229_STAMPING: J 154 1950 984.519
 GZ1229_MARK LOGO: CGS   
 GZ1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1229+STABILITY: SURFACE MOTION
 GZ1229
 GZ1229  HISTORY     - Date     Condition        Report By
 GZ1229  HISTORY     - 1950     MONUMENTED       CGS
 GZ1229  HISTORY     - 1958     GOOD             NGS
 GZ1229  HISTORY     - 1985     GOOD             NGS
 GZ1229
 GZ1229                          STATION DESCRIPTION
 GZ1229
 GZ1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1229'3.6 MI N FROM NICHOLASVILLE.
 GZ1229'ABOUT 3.55 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ1229'AT NICHOLASVILLE, SET IN THE TOP OF THE WEST WING WALL OF THE NORTH
 GZ1229'ABUTMENT OF A CONCRETE OVERPASS OVER A NARROW BLACK TOP ROAD, 16
 GZ1229'FEET WEST OF THE WEST RAIL OF THE WEST TRACK AND ABOUT 4 1/2 FEET
 GZ1229'BELOW THE TRACK.
 GZ1229
 GZ1229                          STATION RECOVERY (1958)
 GZ1229
 GZ1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1229'RECOVERED IN GOOD CONDITION.
 GZ1229
 GZ1229                          STATION RECOVERY (1985)
 GZ1229
 GZ1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0742 ***********************************************************************
 GZ0742  DESIGNATION -  J 155
 GZ0742  PID         -  GZ0742
 GZ0742  STATE/COUNTY-  KY/LINCOLN
 GZ0742  USGS QUAD   -  HALLS GAP (1987)
 GZ0742
 GZ0742                         *CURRENT SURVEY CONTROL
 GZ0742  ___________________________________________________________________
 GZ0742* NAD 83(1986)-  37 29 25.     (N)    084 37 36.     (W)     SCALED    
 GZ0742* NAVD 88     -       290.032  (meters)     951.55   (feet)  ADJUSTED  
 GZ0742  ___________________________________________________________________
 GZ0742  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GZ0742  DYNAMIC HT  -         289.807 (meters)     950.81  (feet)  COMP
 GZ0742  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 GZ0742
 GZ0742  VERT ORDER  -  SECOND    CLASS 0
 GZ0742
 GZ0742.The horizontal coordinates were scaled from a topographic map and have
 GZ0742.an estimated accuracy of +/- 6 seconds.
 GZ0742
 GZ0742.The orthometric height was determined by differential leveling
 GZ0742.and adjusted by the National Geodetic Survey in June 1991..
 GZ0742
 GZ0742.The geoid height was determined by GEOID03.
 GZ0742
 GZ0742.The dynamic height is computed by dividing the NAVD 88
 GZ0742.geopotential number by the normal gravity value computed on the
 GZ0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0742.degrees latitude (g = 980.6199 gals.).
 GZ0742
 GZ0742.The modeled gravity was interpolated from observed gravity values.
 GZ0742
 GZ0742;                    North         East    Units  Estimated Accuracy
 GZ0742;SPC KY1Z     - 1,129,000.    1,599,340.      MT  (+/- 180 meters Scaled)
 GZ0742
 GZ0742                          SUPERSEDED SURVEY CONTROL
 GZ0742
 GZ0742  NGVD 29 (??/??/92)  290.176  (m)          952.02   (f) ADJ UNCH    2 0
 GZ0742
 GZ0742.Superseded values are not recommended for survey control.
 GZ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0742.See file dsdata.txt to determine how the superseded data were derived.
 GZ0742
 GZ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG098519(NAD 83)
 GZ0742_MARKER: DB = BENCH MARK DISK
 GZ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0742_STAMPING: J 155 1950 952.019
 GZ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0742+STABILITY: SURFACE MOTION
 GZ0742
 GZ0742  HISTORY     - Date     Condition        Report By
 GZ0742  HISTORY     - 1950     MONUMENTED       CGS
 GZ0742  HISTORY     - 1958     GOOD             NGS
 GZ0742  HISTORY     - 1981     MARK NOT FOUND   KYDT
 GZ0742
 GZ0742                          STATION DESCRIPTION
 GZ0742
 GZ0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0742'2.8 MI SE FROM ROWLAND.
 GZ0742'ABOUT 2.8 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GZ0742'RAILROAD FROM THE STATION AT ROWLAND, ABOUT 0.95 MILE NORTHWEST
 GZ0742'OF MAYWOOD, AT A PRIVATE ROAD CROSSING, 97 FEET NORTH AND ACROSS
 GZ0742'THE TRACK FROM MILE POST 108, 81 FEET NORTHWEST OF TELEPHONE
 GZ0742'POLE NO. E 18, 48 FEET EAST OF THE CENTER OF THE CROSSING, 29
 GZ0742'FEET NORTHEAST OF THE NORTHEAST RAIL, 21 FEET SOUTHEAST OF THE
 GZ0742'CENTER LINE OF THE PRIVATE ROAD, 1 1/2 FEET SOUTHWEST OF A FENCE
 GZ0742'LINE, ABOUT 2 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A
 GZ0742'CONCRETE POST PROJECTING 3 INCHES.
 GZ0742
 GZ0742                          STATION RECOVERY (1958)
 GZ0742
 GZ0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0742'RECOVERED IN GOOD CONDITION.
 GZ0742
 GZ0742                          STATION RECOVERY (1981)
 GZ0742
 GZ0742'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2871 ***********************************************************************
 GY2871  DESIGNATION -  J 156
 GY2871  PID         -  GY2871
 GY2871  STATE/COUNTY-  KY/LEE
 GY2871  USGS QUAD   -  TALLEGA (1976)
 GY2871
 GY2871                         *CURRENT SURVEY CONTROL
 GY2871  ___________________________________________________________________
 GY2871* NAD 83(1986)-  37 34 24.     (N)    083 37 10.     (W)     SCALED    
 GY2871* NAVD 88     -       210.883  (meters)     691.87   (feet)  ADJUSTED  
 GY2871  ___________________________________________________________________
 GY2871  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GY2871  DYNAMIC HT  -         210.722 (meters)     691.34  (feet)  COMP
 GY2871  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 GY2871
 GY2871  VERT ORDER  -  FIRST     CLASS II
 GY2871
 GY2871.The horizontal coordinates were scaled from a topographic map and have
 GY2871.an estimated accuracy of +/- 6 seconds.
 GY2871
 GY2871.The orthometric height was determined by differential leveling
 GY2871.and adjusted by the National Geodetic Survey in June 1991..
 GY2871
 GY2871.The geoid height was determined by GEOID03.
 GY2871
 GY2871.The dynamic height is computed by dividing the NAVD 88
 GY2871.geopotential number by the normal gravity value computed on the
 GY2871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2871.degrees latitude (g = 980.6199 gals.).
 GY2871
 GY2871.The modeled gravity was interpolated from observed gravity values.
 GY2871
 GY2871;                    North         East    Units  Estimated Accuracy
 GY2871;SPC KY1Z     - 1,139,770.    1,688,180.      MT  (+/- 180 meters Scaled)
 GY2871
 GY2871                          SUPERSEDED SURVEY CONTROL
 GY2871
 GY2871  NGVD 29 (??/??/92)  211.049  (m)          692.42   (f) ADJ UNCH    1 2
 GY2871
 GY2871.Superseded values are not recommended for survey control.
 GY2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2871.See file dsdata.txt to determine how the superseded data were derived.
 GY2871
 GY2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB686617(NAD 83)
 GY2871_MARKER: DB = BENCH MARK DISK
 GY2871_SETTING: 66 = SET IN ROCK OUTCROP
 GY2871_SP_SET: ROCK OUTCROP
 GY2871_STAMPING: J 156 1950 692.417
 GY2871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2871+STABILITY: POSITION/ELEVATION WELL
 GY2871
 GY2871  HISTORY     - Date     Condition        Report By
 GY2871  HISTORY     - 1950     MONUMENTED       CGS
 GY2871  HISTORY     - 1958     GOOD             NGS
 GY2871
 GY2871                          STATION DESCRIPTION
 GY2871
 GY2871'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2871'2.4 MI W FROM TALLEGA.
 GY2871'ABOUT 2.35 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY2871'FROM THE STATION AT TALLEGA, ABOUT 0.7 MILE WEST OF THE WEST END
 GY2871'OF TYLER TUNNEL, ABOUT 40 YARDS SOUTHEAST OF TWO SMALL LOG
 GY2871'BARNS, 71 FEET EAST OF THE CENTER OF THE CROSSING OF AN ABANDONED
 GY2871'ROAD LEADING SOUTHEAST AND UP HILL TO OLD FARM HOUSE, 62 1/2
 GY2871'FEET NORTHWEST OF TELEPHONE POLE NO. 8, 19 FEET NORTHEAST OF THE
 GY2871'NORTHEAST RAIL AND ON THE OUTSIDE OF A CURVE IN TRACK, SET IN THE
 GY2871'TOP AND 1.3 FEET NORTHWEST OF THE SOUTHEAST EDGE OF A LARGE VINE
 GY2871'COVERED OUTCROP OF ROCK, AND ABOUT 2 FEET BELOW THE TRACK.
 GY2871
 GY2871                          STATION RECOVERY (1958)
 GY2871
 GY2871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2854 ***********************************************************************
 GY2854  DESIGNATION -  J 157
 GY2854  PID         -  GY2854
 GY2854  STATE/COUNTY-  KY/LEE
 GY2854  USGS QUAD   -  ZACHARIAH (1966)
 GY2854
 GY2854                         *CURRENT SURVEY CONTROL
 GY2854  ___________________________________________________________________
 GY2854* NAD 83(1986)-  37 38 21.     (N)    083 41 44.     (W)     SCALED    
 GY2854* NAVD 88     -       317.749  (meters)    1042.48   (feet)  ADJUSTED  
 GY2854  ___________________________________________________________________
 GY2854  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GY2854  DYNAMIC HT  -         317.506 (meters)    1041.68  (feet)  COMP
 GY2854  MODELED GRAV-     979,854.1   (mgal)                       NAVD 88
 GY2854
 GY2854  VERT ORDER  -  FIRST     CLASS II
 GY2854
 GY2854.The horizontal coordinates were scaled from a topographic map and have
 GY2854.an estimated accuracy of +/- 6 seconds.
 GY2854
 GY2854.The orthometric height was determined by differential leveling
 GY2854.and adjusted by the National Geodetic Survey in June 1991..
 GY2854
 GY2854.The geoid height was determined by GEOID03.
 GY2854
 GY2854.The dynamic height is computed by dividing the NAVD 88
 GY2854.geopotential number by the normal gravity value computed on the
 GY2854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2854.degrees latitude (g = 980.6199 gals.).
 GY2854
 GY2854.The modeled gravity was interpolated from observed gravity values.
 GY2854
 GY2854;                    North         East    Units  Estimated Accuracy
 GY2854;SPC KY1Z     - 1,146,920.    1,681,300.      MT  (+/- 180 meters Scaled)
 GY2854
 GY2854                          SUPERSEDED SURVEY CONTROL
 GY2854
 GY2854  NGVD 29 (??/??/92)  317.905  (m)         1042.99   (f) ADJ UNCH    1 2
 GY2854
 GY2854.Superseded values are not recommended for survey control.
 GY2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2854.See file dsdata.txt to determine how the superseded data were derived.
 GY2854
 GY2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB621691(NAD 83)
 GY2854_MARKER: DB = BENCH MARK DISK
 GY2854_SETTING: 66 = SET IN ROCK OUTCROP
 GY2854_SP_SET: ROCK OUTCROP
 GY2854_STAMPING: J 157 1950 1042.993
 GY2854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2854+STABILITY: POSITION/ELEVATION WELL
 GY2854
 GY2854  HISTORY     - Date     Condition        Report By
 GY2854  HISTORY     - 1950     MONUMENTED       CGS
 GY2854  HISTORY     - 1958     GOOD             NGS
 GY2854
 GY2854                          STATION DESCRIPTION
 GY2854
 GY2854'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2854'3.9 MI S FROM ZOE.
 GY2854'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE CHURCH OF
 GY2854'GOD AT ZOE, AT THE JUNCTION OF A PROMINENT GRAVEL ROAD LEADING
 GY2854'WEST, 26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 78 FEET
 GY2854'SOUTH OF THE PROLONGED CENTER LINE OF THE ROAD WEST, IN THE TOP
 GY2854'AND 2 1/2 FEET NORTHWEST OF THE SOUTHEAST EDGE OF A LARGE
 GY2854'OUTCROPPING OF SANDSTONE IN HIGHWAY DITCH, 6 FEET WEST OF A FENCE
 GY2854'LINE AND ABOUT 1 1/2 FEET BELOW THE HIGHWAY.
 GY2854
 GY2854                          STATION RECOVERY (1958)
 GY2854
 GY2854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2819 ***********************************************************************
 GY2819  DESIGNATION -  J 158
 GY2819  PID         -  GY2819
 GY2819  STATE/COUNTY-  KY/POWELL
 GY2819  USGS QUAD   -  STANTON (1966)
 GY2819
 GY2819                         *CURRENT SURVEY CONTROL
 GY2819  ___________________________________________________________________
 GY2819* NAD 83(1986)-  37 49 58.     (N)    083 47 06.     (W)     SCALED    
 GY2819* NAVD 88     -       200.742  (meters)     658.60   (feet)  ADJUSTED  
 GY2819  ___________________________________________________________________
 GY2819  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GY2819  DYNAMIC HT  -         200.595 (meters)     658.12  (feet)  COMP
 GY2819  MODELED GRAV-     979,894.1   (mgal)                       NAVD 88
 GY2819
 GY2819  VERT ORDER  -  FIRST     CLASS II
 GY2819
 GY2819.The horizontal coordinates were scaled from a topographic map and have
 GY2819.an estimated accuracy of +/- 6 seconds.
 GY2819
 GY2819.The orthometric height was determined by differential leveling
 GY2819.and adjusted by the National Geodetic Survey in June 1991..
 GY2819
 GY2819.The geoid height was determined by GEOID03.
 GY2819
 GY2819.The dynamic height is computed by dividing the NAVD 88
 GY2819.geopotential number by the normal gravity value computed on the
 GY2819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2819.degrees latitude (g = 980.6199 gals.).
 GY2819
 GY2819.The modeled gravity was interpolated from observed gravity values.
 GY2819
 GY2819;                    North         East    Units  Estimated Accuracy
 GY2819;SPC KY1Z     - 1,168,230.    1,672,950.      MT  (+/- 180 meters Scaled)
 GY2819
 GY2819                          SUPERSEDED SURVEY CONTROL
 GY2819
 GY2819  NGVD 29 (??/??/92)  200.901  (m)          659.12   (f) ADJ UNCH    1 2
 GY2819
 GY2819.Superseded values are not recommended for survey control.
 GY2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2819.See file dsdata.txt to determine how the superseded data were derived.
 GY2819
 GY2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB549909(NAD 83)
 GY2819_MARKER: DB = BENCH MARK DISK
 GY2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2819_STAMPING: J 158 1950 659.123
 GY2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2819+STABILITY: SURFACE MOTION
 GY2819
 GY2819  HISTORY     - Date     Condition        Report By
 GY2819  HISTORY     - 1950     MONUMENTED       CGS
 GY2819  HISTORY     - 1958     GOOD             NGS
 GY2819
 GY2819                          STATION DESCRIPTION
 GY2819
 GY2819'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2819'1 MI NW FROM BOWEN.
 GY2819'ABOUT 1.05 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 GY2819'OFFICE AT BOWEN, 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 GY2819'1 FOOT WEST OF A FENCE LINE, 93 FEET NORTH OF THE NORTH END OF
 GY2819'THE EAST CONCRETE HEAD WALL OF A 5-FOOT STONE MASONRY CULVERT,
 GY2819'2 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET
 GY2819'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2819'4 INCHES.
 GY2819
 GY2819                          STATION RECOVERY (1958)
 GY2819
 GY2819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0013 ***********************************************************************
 GZ0013  DESIGNATION -  J 159
 GZ0013  PID         -  GZ0013
 GZ0013  STATE/COUNTY-  KY/CLARK
 GZ0013  USGS QUAD   -  HEDGES (1976)
 GZ0013
 GZ0013                         *CURRENT SURVEY CONTROL
 GZ0013  ___________________________________________________________________
 GZ0013* NAD 83(1986)-  37 58 08.     (N)    084 04 07.     (W)     SCALED    
 GZ0013* NAVD 88     -       324.939  (meters)    1066.07   (feet)  ADJUSTED  
 GZ0013  ___________________________________________________________________
 GZ0013  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 GZ0013  DYNAMIC HT  -         324.697 (meters)    1065.28  (feet)  COMP
 GZ0013  MODELED GRAV-     979,876.4   (mgal)                       NAVD 88
 GZ0013
 GZ0013  VERT ORDER  -  FIRST     CLASS II
 GZ0013
 GZ0013.The horizontal coordinates were scaled from a topographic map and have
 GZ0013.an estimated accuracy of +/- 6 seconds.
 GZ0013
 GZ0013.The orthometric height was determined by differential leveling
 GZ0013.and adjusted by the National Geodetic Survey in June 1991..
 GZ0013
 GZ0013.The geoid height was determined by GEOID03.
 GZ0013
 GZ0013.The dynamic height is computed by dividing the NAVD 88
 GZ0013.geopotential number by the normal gravity value computed on the
 GZ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0013.degrees latitude (g = 980.6199 gals.).
 GZ0013
 GZ0013.The modeled gravity was interpolated from observed gravity values.
 GZ0013
 GZ0013;                    North         East    Units  Estimated Accuracy
 GZ0013;SPC KY1Z     - 1,182,850.    1,647,720.      MT  (+/- 180 meters Scaled)
 GZ0013
 GZ0013                          SUPERSEDED SURVEY CONTROL
 GZ0013
 GZ0013  NGVD 29 (??/??/92)  325.083  (m)         1066.54   (f) ADJ UNCH    1 2
 GZ0013
 GZ0013.Superseded values are not recommended for survey control.
 GZ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0013.See file dsdata.txt to determine how the superseded data were derived.
 GZ0013
 GZ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH575064(NAD 83)
 GZ0013_MARKER: DB = BENCH MARK DISK
 GZ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0013_STAMPING: J 159 1950 1066.543
 GZ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0013+STABILITY: SURFACE MOTION
 GZ0013
 GZ0013  HISTORY     - Date     Condition        Report By
 GZ0013  HISTORY     - 1950     MONUMENTED       CGS
 GZ0013  HISTORY     - 1958     GOOD             NGS
 GZ0013
 GZ0013                          STATION DESCRIPTION
 GZ0013
 GZ0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0013'AT PILOT VIEW.
 GZ0013'AT PILOT VIEW, ALONG STATE HIGHWAY 15, ABOUT 0.15 MILE EAST OF
 GZ0013'THE JUNCTION OF RUCKERVILLE ROAD LEADING SOUTHWEST, 309 FEET
 GZ0013'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE CONSOLIDATED
 GZ0013'SCHOOL, 41 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 GZ0013'NORTHEAST OF A WIRE FENCE, 56 FEET NORTHWEST OF A FENCE CORNER,
 GZ0013'26 FEET SOUTHEAST OF A FENCE CORNER, 75 FEET SOUTHEAST AND
 GZ0013'ACROSS THE HIGHWAY FROM TELEPHONE POLE NO. 294, 2 FEET NORTHWEST
 GZ0013'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY
 GZ0013'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0013
 GZ0013                          STATION RECOVERY (1958)
 GZ0013
 GZ0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0901 ***********************************************************************
 GY0901  DESIGNATION -  J 16
 GY0901  PID         -  GY0901
 GY0901  STATE/COUNTY-  KY/LETCHER
 GY0901  USGS QUAD   -  JENKINS WEST (1992)
 GY0901
 GY0901                         *CURRENT SURVEY CONTROL
 GY0901  ___________________________________________________________________
 GY0901* NAD 83(1986)-  37 10 45.     (N)    082 42 54.     (W)     SCALED    
 GY0901* NAVD 88     -       390.296  (meters)    1280.50   (feet)  ADJUSTED  
 GY0901  ___________________________________________________________________
 GY0901  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GY0901  DYNAMIC HT  -         389.965 (meters)    1279.41  (feet)  COMP
 GY0901  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 GY0901
 GY0901  VERT ORDER  -  FIRST     CLASS I
 GY0901
 GY0901.The horizontal coordinates were scaled from a topographic map and have
 GY0901.an estimated accuracy of +/- 6 seconds.
 GY0901
 GY0901.The orthometric height was determined by differential leveling
 GY0901.and adjusted by the National Geodetic Survey in June 1991..
 GY0901
 GY0901.The geoid height was determined by GEOID03.
 GY0901
 GY0901.The dynamic height is computed by dividing the NAVD 88
 GY0901.geopotential number by the normal gravity value computed on the
 GY0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0901.degrees latitude (g = 980.6199 gals.).
 GY0901
 GY0901.The modeled gravity was interpolated from observed gravity values.
 GY0901
 GY0901;                    North         East    Units  Estimated Accuracy
 GY0901;SPC KY1Z     - 1,098,260.    1,769,460.      MT  (+/- 180 meters Scaled)
 GY0901
 GY0901                          SUPERSEDED SURVEY CONTROL
 GY0901
 GY0901  NGVD 29 (??/??/92)  390.450  (m)         1281.00   (f) ADJ UNCH    1 1
 GY0901
 GY0901.Superseded values are not recommended for survey control.
 GY0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0901.See file dsdata.txt to determine how the superseded data were derived.
 GY0901
 GY0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB477161(NAD 83)
 GY0901_MARKER: DB = BENCH MARK DISK
 GY0901_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0901_SP_SET: ABUTMENT
 GY0901_STAMPING: J 16 1930 1281.001
 GY0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0901
 GY0901  HISTORY     - Date     Condition        Report By
 GY0901  HISTORY     - 1930     MONUMENTED       CGS
 GY0901  HISTORY     - 1967     GOOD             NGS
 GY0901
 GY0901                          STATION DESCRIPTION
 GY0901
 GY0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0901'6.4 MI W FROM JENKINS.
 GY0901'ABOUT 6.4 MILES WEST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 GY0901'AT JENKINS, 0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 119 FROM THE
 GY0901'JUNCTION OF U.S. HIGHWAY 119 AND STATE HIGHWAY 317 AT NEON
 GY0901'JUNCTION, 41 YARDS WEST ALONG AN ABANDONED RAILROAD FROM THE
 GY0901'CROSSING OF THE HIGHWAY AND THE RAILROAD, SET IN THE TOP OF THE
 GY0901'NORTH END OF THE EAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER
 GY0901'BOONE CREEK, 5 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 1.3
 GY0901'FEET EAST OF THE EAST END OF THE NORTH STEEL RAILING OF THE
 GY0901'BRIDGE, 53 YARDS WEST OF BENCH MARK K 16, AND ABOUT 1 1/2 FEET
 GY0901'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0652 ***********************************************************************
 HZ0652  DESIGNATION -  J 160
 HZ0652  PID         -  HZ0652
 HZ0652  STATE/COUNTY-  KY/BOONE
 HZ0652  USGS QUAD   -  RISING SUN (1994)
 HZ0652
 HZ0652                         *CURRENT SURVEY CONTROL
 HZ0652  ___________________________________________________________________
 HZ0652* NAD 83(1986)-  38 59 03.     (N)    084 49 35.     (W)     SCALED    
 HZ0652* NAVD 88     -       154.879  (meters)     508.13   (feet)  ADJUSTED  
 HZ0652  ___________________________________________________________________
 HZ0652  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 HZ0652  DYNAMIC HT  -         154.782 (meters)     507.81  (feet)  COMP
 HZ0652  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 HZ0652
 HZ0652  VERT ORDER  -  FIRST     CLASS II
 HZ0652
 HZ0652.The horizontal coordinates were scaled from a topographic map and have
 HZ0652.an estimated accuracy of +/- 6 seconds.
 HZ0652
 HZ0652.The orthometric height was determined by differential leveling
 HZ0652.and adjusted by the National Geodetic Survey in June 1991..
 HZ0652
 HZ0652.The geoid height was determined by GEOID03.
 HZ0652
 HZ0652.The dynamic height is computed by dividing the NAVD 88
 HZ0652.geopotential number by the normal gravity value computed on the
 HZ0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0652.degrees latitude (g = 980.6199 gals.).
 HZ0652
 HZ0652.The modeled gravity was interpolated from observed gravity values.
 HZ0652
 HZ0652;                    North         East    Units  Estimated Accuracy
 HZ0652;SPC KY1Z     - 1,294,610.    1,580,030.      MT  (+/- 180 meters Scaled)
 HZ0652
 HZ0652                          SUPERSEDED SURVEY CONTROL
 HZ0652
 HZ0652  NGVD 29 (??/??/92)  155.088  (m)          508.82   (f) ADJ UNCH    1 2
 HZ0652
 HZ0652.Superseded values are not recommended for survey control.
 HZ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0652.See file dsdata.txt to determine how the superseded data were derived.
 HZ0652
 HZ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ882172(NAD 83)
 HZ0652_MARKER: DB = BENCH MARK DISK
 HZ0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0652_SP_SET: FOUNDATION
 HZ0652_STAMPING: J 160 1950
 HZ0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0652
 HZ0652  HISTORY     - Date     Condition        Report By
 HZ0652  HISTORY     - 1950     MONUMENTED       CGS
 HZ0652  HISTORY     - 1964     GOOD             NGS
 HZ0652  HISTORY     - 1986     GOOD             LOCSUR
 HZ0652
 HZ0652                          STATION DESCRIPTION
 HZ0652
 HZ0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HZ0652'AT BELLEVIEW.
 HZ0652'AT BELLEVIEW, SET VERTICALLY IN THE SOUTHWEST FACE OF THE CONCRETE
 HZ0652'FOUNDATION OF THE BELLEVIEW SCHOOL, 1.6 FEET SOUTHEAST OF THE
 HZ0652'WEST CORNER OF THE SOUTHWEST WING OF SCHOOL, 11 FEET NORTHWEST
 HZ0652'OF THE CENTER OF THE SOUTHWEST AND MAIN ENTRANCE TO SCHOOL, 77
 HZ0652'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 18 AND ABOUT
 HZ0652'1 1/2 FEET ABOVE THE GROUND.
 HZ0652
 HZ0652                          STATION RECOVERY (1964)
 HZ0652
 HZ0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0652'RECOVERED IN GOOD CONDITION.
 HZ0652
 HZ0652                          STATION RECOVERY (1986)
 HZ0652
 HZ0652'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (BD)
 HZ0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0098 ***********************************************************************
 GZ0098  DESIGNATION -  J 161
 GZ0098  PID         -  GZ0098
 GZ0098  STATE/COUNTY-  KY/MADISON
 GZ0098  USGS QUAD   -  BIGHILL (1979)
 GZ0098
 GZ0098                         *CURRENT SURVEY CONTROL
 GZ0098  ___________________________________________________________________
 GZ0098* NAD 83(1986)-  37 33 12.     (N)    084 13 32.     (W)     SCALED    
 GZ0098* NAVD 88     -       282.480  (meters)     926.77   (feet)  ADJUSTED  
 GZ0098  ___________________________________________________________________
 GZ0098  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GZ0098  DYNAMIC HT  -         282.266 (meters)     926.07  (feet)  COMP
 GZ0098  MODELED GRAV-     979,865.7   (mgal)                       NAVD 88
 GZ0098
 GZ0098  VERT ORDER  -  SECOND    CLASS 0
 GZ0098
 GZ0098.The horizontal coordinates were scaled from a topographic map and have
 GZ0098.an estimated accuracy of +/- 6 seconds.
 GZ0098
 GZ0098.The orthometric height was determined by differential leveling
 GZ0098.and adjusted by the National Geodetic Survey in June 1991..
 GZ0098
 GZ0098.The geoid height was determined by GEOID03.
 GZ0098
 GZ0098.The dynamic height is computed by dividing the NAVD 88
 GZ0098.geopotential number by the normal gravity value computed on the
 GZ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0098.degrees latitude (g = 980.6199 gals.).
 GZ0098
 GZ0098.The modeled gravity was interpolated from observed gravity values.
 GZ0098
 GZ0098;                    North         East    Units  Estimated Accuracy
 GZ0098;SPC KY1Z     - 1,136,500.    1,634,690.      MT  (+/- 180 meters Scaled)
 GZ0098
 GZ0098                          SUPERSEDED SURVEY CONTROL
 GZ0098
 GZ0098  NGVD 29 (??/??/92)  282.630  (m)          927.26   (f) ADJ UNCH    2 0
 GZ0098
 GZ0098.Superseded values are not recommended for survey control.
 GZ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0098.See file dsdata.txt to determine how the superseded data were derived.
 GZ0098
 GZ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG450598(NAD 83)
 GZ0098_MARKER: DB = BENCH MARK DISK
 GZ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0098_STAMPING: J 161 1950 927.262
 GZ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0098+STABILITY: SURFACE MOTION
 GZ0098
 GZ0098  HISTORY     - Date     Condition        Report By
 GZ0098  HISTORY     - 1950     MONUMENTED       CGS
 GZ0098  HISTORY     - 1957     GOOD             NGS
 GZ0098
 GZ0098                          STATION DESCRIPTION
 GZ0098
 GZ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0098'1 MI W FROM BIG HILL.
 GZ0098'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 GZ0098'U.S. HIGHWAY 421 AND POST OFFICE AT BIG HILL, ABOUT 70 YARDS
 GZ0098'EAST OF THE TOP OF A GRADE, 32 FEET NORTH OF THE CENTER LINE OF
 GZ0098'THE HIGHWAY, 43 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 GZ0098'WOODS ROAD LEADING NORTH, ABOUT 47 YARDS WEST OF THE JUNCTION OF
 GZ0098'A WOODS ROAD LEADING SOUTH, 50 FEET EAST AND ACROSS WOODS ROAD
 GZ0098'FROM A 24-INCH OAK TREE, 6 FEET WEST OF A 12-INCH PINE TREE,
 GZ0098'ABOUT 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 GZ0098'CONCRETE POST PROJECTING 3 INCHES.
 GZ0098
 GZ0098                          STATION RECOVERY (1957)
 GZ0098
 GZ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0323 ***********************************************************************
 GZ0323  DESIGNATION -  J 162
 GZ0323  PID         -  GZ0323
 GZ0323  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0323  USGS QUAD   -  WILDIE (1970)
 GZ0323
 GZ0323                         *CURRENT SURVEY CONTROL
 GZ0323  ___________________________________________________________________
 GZ0323* NAD 83(1986)-  37 22 39.     (N)    084 15 09.     (W)     SCALED    
 GZ0323* NAVD 88     -       361.952  (meters)    1187.50   (feet)  ADJUSTED  
 GZ0323  ___________________________________________________________________
 GZ0323  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GZ0323  DYNAMIC HT  -         361.678 (meters)    1186.61  (feet)  COMP
 GZ0323  MODELED GRAV-     979,863.1   (mgal)                       NAVD 88
 GZ0323
 GZ0323  VERT ORDER  -  SECOND    CLASS 0
 GZ0323
 GZ0323.The horizontal coordinates were scaled from a topographic map and have
 GZ0323.an estimated accuracy of +/- 6 seconds.
 GZ0323
 GZ0323.The orthometric height was determined by differential leveling
 GZ0323.and adjusted by the National Geodetic Survey in June 1991..
 GZ0323
 GZ0323.The geoid height was determined by GEOID03.
 GZ0323
 GZ0323.The dynamic height is computed by dividing the NAVD 88
 GZ0323.geopotential number by the normal gravity value computed on the
 GZ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0323.degrees latitude (g = 980.6199 gals.).
 GZ0323
 GZ0323.The modeled gravity was interpolated from observed gravity values.
 GZ0323
 GZ0323;                    North         East    Units  Estimated Accuracy
 GZ0323;SPC KY1Z     - 1,116,950.    1,632,620.      MT  (+/- 180 meters Scaled)
 GZ0323
 GZ0323                          SUPERSEDED SURVEY CONTROL
 GZ0323
 GZ0323  NGVD 29 (??/??/92)  362.116  (m)         1188.04   (f) ADJ UNCH    2 0
 GZ0323
 GZ0323.Superseded values are not recommended for survey control.
 GZ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0323.See file dsdata.txt to determine how the superseded data were derived.
 GZ0323
 GZ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG432402(NAD 83)
 GZ0323_MARKER: DB = BENCH MARK DISK
 GZ0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0323_SP_SET: CULVERT
 GZ0323_STAMPING: J 162 1950 1188.042
 GZ0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0323
 GZ0323  HISTORY     - Date     Condition        Report By
 GZ0323  HISTORY     - 1950     MONUMENTED       CGS
 GZ0323  HISTORY     - 1957     GOOD             NGS
 GZ0323
 GZ0323                          STATION DESCRIPTION
 GZ0323
 GZ0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0323'1.6 MI E FROM BRUSH CREEK.
 GZ0323'ABOUT 1.65 MILES EAST ALONG A NEW ROAD LEADING TO GREAT SALTPETER
 GZ0323'CAVE FROM ORLANDO POST OFFICE AT BRUSH CREEK, ALONG A STEEP
 GZ0323'CURVED GRADE, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, SET
 GZ0323'VERTICALLY IN THE NORTHWEST FACE OF A LARGE MASS OF DARK ROCK
 GZ0323'WITH AN ANGLE POINTING TOWARDS THE ROAD, 24 FEET NORTHEAST OF THE
 GZ0323'SOUTHEAST END OF AN 18-INCH CORRUGATED PIPE CULVERT UNDER
 GZ0323'ROAD, AND ABOUT 5 1/2 FEET ABOVE THE ROAD.
 GZ0323
 GZ0323                          STATION RECOVERY (1957)
 GZ0323
 GZ0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0339 ***********************************************************************
 GZ0339  DESIGNATION -  J 163
 GZ0339  PID         -  GZ0339
 GZ0339  STATE/COUNTY-  KY/JACKSON
 GZ0339  USGS QUAD   -  JOHNETTA (1987)
 GZ0339
 GZ0339                         *CURRENT SURVEY CONTROL
 GZ0339  ___________________________________________________________________
 GZ0339* NAD 83(1986)-  37 26 40.     (N)    084 10 47.     (W)     SCALED    
 GZ0339* NAVD 88     -       421.357  (meters)    1382.40   (feet)  ADJUSTED  
 GZ0339  ___________________________________________________________________
 GZ0339  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GZ0339  DYNAMIC HT  -         421.032 (meters)    1381.34  (feet)  COMP
 GZ0339  MODELED GRAV-     979,843.7   (mgal)                       NAVD 88
 GZ0339
 GZ0339  VERT ORDER  -  SECOND    CLASS 0
 GZ0339
 GZ0339.The horizontal coordinates were scaled from a topographic map and have
 GZ0339.an estimated accuracy of +/- 6 seconds.
 GZ0339
 GZ0339.The orthometric height was determined by differential leveling
 GZ0339.and adjusted by the National Geodetic Survey in June 1991..
 GZ0339
 GZ0339.The geoid height was determined by GEOID03.
 GZ0339
 GZ0339.The dynamic height is computed by dividing the NAVD 88
 GZ0339.geopotential number by the normal gravity value computed on the
 GZ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0339.degrees latitude (g = 980.6199 gals.).
 GZ0339
 GZ0339.The modeled gravity was interpolated from observed gravity values.
 GZ0339
 GZ0339;                    North         East    Units  Estimated Accuracy
 GZ0339;SPC KY1Z     - 1,124,480.    1,638,940.      MT  (+/- 180 meters Scaled)
 GZ0339
 GZ0339                          SUPERSEDED SURVEY CONTROL
 GZ0339
 GZ0339  NGVD 29 (??/??/92)  421.509  (m)         1382.90   (f) ADJ UNCH    2 0
 GZ0339
 GZ0339.Superseded values are not recommended for survey control.
 GZ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0339.See file dsdata.txt to determine how the superseded data were derived.
 GZ0339
 GZ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG494479(NAD 83)
 GZ0339_MARKER: DB = BENCH MARK DISK
 GZ0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0339_STAMPING: J 163 1950 1382.901
 GZ0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0339+STABILITY: SURFACE MOTION
 GZ0339
 GZ0339  HISTORY     - Date     Condition        Report By
 GZ0339  HISTORY     - 1950     MONUMENTED       CGS
 GZ0339  HISTORY     - 1957     GOOD             NGS
 GZ0339
 GZ0339                          STATION DESCRIPTION
 GZ0339
 GZ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0339'2 MI SE FROM THREE LINKS.
 GZ0339'ABOUT 2.0 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING THE
 GZ0339'JACKSON-ROCKCASTLE COUNTY LINE FROM THE POST OFFICE AT THREE
 GZ0339'LINKS, AT THE JUNCTION OF A DIRT ROAD LEADING EAST AND UPHILL,
 GZ0339'35 FEET NORTHEAST OF THE CENTER LINE OF THE COUNTY LINE ROAD
 GZ0339'AT JUNCTION OF ROAD EAST, 1 FOOT SOUTHWEST OF A FENCE LINE, 13
 GZ0339'FEET NORTHWEST OF NORTHWEST GATE POST OF GATE AND FENCE CORNER
 GZ0339'POST, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ0339'1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GZ0339'POST PROJECTING 4 INCHES.
 GZ0339
 GZ0339                          STATION RECOVERY (1957)
 GZ0339
 GZ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3068 ***********************************************************************
 GZ3068  DESIGNATION -  J 164 RESET
 GZ3068  PID         -  GZ3068
 GZ3068  STATE/COUNTY-  KY/JACKSON
 GZ3068  USGS QUAD   -  SANDGAP (1976)
 GZ3068
 GZ3068                         *CURRENT SURVEY CONTROL
 GZ3068  ___________________________________________________________________
 GZ3068* NAD 83(1986)-  37 24 45.     (N)    084 02 15.     (W)     SCALED    
 GZ3068* NAVD 88     -       305.55   (meters)    1002.5    (feet)  RESET     
 GZ3068  ___________________________________________________________________
 GZ3068  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GZ3068
 GZ3068  VERT ORDER  -  THIRD
 GZ3068
 GZ3068.The horizontal coordinates were scaled from a topographic map and have
 GZ3068.an estimated accuracy of +/- 6 seconds.
 GZ3068
 GZ3068.The orthometric height was computed from unverified reset data.
 GZ3068.No vertical observational check was made to the station.
 GZ3068
 GZ3068.The geoid height was determined by GEOID03.
 GZ3068
 GZ3068;                    North         East    Units  Estimated Accuracy
 GZ3068;SPC KY1Z     - 1,121,160.    1,651,590.      MT  (+/- 180 meters Scaled)
 GZ3068
 GZ3068                          SUPERSEDED SURVEY CONTROL
 GZ3068
 GZ3068  NGVD 29 (10/08/05)  305.71   (m)         1003.0    (f) RESET       3  
 GZ3068
 GZ3068.Superseded values are not recommended for survey control.
 GZ3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3068.See file dsdata.txt to determine how the superseded data were derived.
 GZ3068
 GZ3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG621447(NAD 83)
 GZ3068_MARKER: DB = BENCH MARK DISK
 GZ3068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ3068_SP_SET: BRIDGE RAIL
 GZ3068_STAMPING: J 164 RESET 1991
 GZ3068_MARK LOGO: NGS   
 GZ3068_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3068
 GZ3068  HISTORY     - Date     Condition        Report By
 GZ3068  HISTORY     - 1991     MONUMENTED       KYDT
 GZ3068
 GZ3068                          STATION DESCRIPTION
 GZ3068
 GZ3068'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1991
 GZ3068'0.55 MILE NORTHWEST ALONG U.S. 421 FROM THE COURTHOUSE IN MCKEE,
 GZ3068'THENCE 2.75 MILES SOUTHWEST ALONG KY 89, ON THE SOUTHWEST END OF A
 GZ3068'CONCRETE BRIDGE OVER INDIAN CREEK, 22.5 FEET SOUTHEAST OF CENTERLINE
 GZ3068'OF KY 89, AND ABOUT 3 FEET HIGHER THAN ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2591 ***********************************************************************
 GY2591  DESIGNATION -  J 165
 GY2591  PID         -  GY2591
 GY2591  STATE/COUNTY-  KY/OWSLEY
 GY2591  USGS QUAD   -  STURGEON (1976)
 GY2591
 GY2591                         *CURRENT SURVEY CONTROL
 GY2591  ___________________________________________________________________
 GY2591* NAD 83(1986)-  37 27 37.     (N)    083 46 39.     (W)     SCALED    
 GY2591* NAVD 88     -       311.391  (meters)    1021.62   (feet)  ADJUSTED  
 GY2591  ___________________________________________________________________
 GY2591  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GY2591  DYNAMIC HT  -         311.152 (meters)    1020.84  (feet)  COMP
 GY2591  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 GY2591
 GY2591  VERT ORDER  -  SECOND    CLASS 0
 GY2591
 GY2591.The horizontal coordinates were scaled from a topographic map and have
 GY2591.an estimated accuracy of +/- 6 seconds.
 GY2591
 GY2591.The orthometric height was determined by differential leveling
 GY2591.and adjusted by the National Geodetic Survey in June 1991..
 GY2591
 GY2591.The geoid height was determined by GEOID03.
 GY2591
 GY2591.The dynamic height is computed by dividing the NAVD 88
 GY2591.geopotential number by the normal gravity value computed on the
 GY2591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2591.degrees latitude (g = 980.6199 gals.).
 GY2591
 GY2591.The modeled gravity was interpolated from observed gravity values.
 GY2591
 GY2591;                    North         East    Units  Estimated Accuracy
 GY2591;SPC KY1Z     - 1,126,920.    1,674,490.      MT  (+/- 180 meters Scaled)
 GY2591
 GY2591                          SUPERSEDED SURVEY CONTROL
 GY2591
 GY2591  NGVD 29 (??/??/92)  311.555  (m)         1022.16   (f) ADJ UNCH    2 0
 GY2591
 GY2591.Superseded values are not recommended for survey control.
 GY2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2591.See file dsdata.txt to determine how the superseded data were derived.
 GY2591
 GY2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB543495(NAD 83)
 GY2591_MARKER: DB = BENCH MARK DISK
 GY2591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2591_SP_SET: CULVERT
 GY2591_STAMPING: J 165 1950 1022.160
 GY2591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2591
 GY2591  HISTORY     - Date     Condition        Report By
 GY2591  HISTORY     - 1950     MONUMENTED       CGS
 GY2591  HISTORY     - 1957     GOOD             NGS
 GY2591
 GY2591                          STATION DESCRIPTION
 GY2591
 GY2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2591'1 MI NE FROM TRAVELLERS REST.
 GY2591'ABOUT 0.95 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE ROAD
 GY2591'JUNCTION AT TRAVELLERS REST, ABOUT 0.65 MILE SOUTHWEST OF THE
 GY2591'CROSSROADS AT VINCENT, SET IN THE TOP OF THE CENTER OF THE
 GY2591'NORTHWEST HEAD WALL OF A 5-FOOT STONE AND CONCRETE CULVERT,
 GY2591'14 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 GY2591'1/2 FOOT ABOVE THE HIGHWAY.
 GY2591
 GY2591                          STATION RECOVERY (1957)
 GY2591
 GY2591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2548 ***********************************************************************
 GY2548  DESIGNATION -  J 166
 GY2548  PID         -  GY2548
 GY2548  STATE/COUNTY-  KY/JACKSON
 GY2548  USGS QUAD   -  MC KEE (1976)
 GY2548
 GY2548                         *CURRENT SURVEY CONTROL
 GY2548  ___________________________________________________________________
 GY2548* NAD 83(1986)-  37 28 41.     (N)    083 56 40.     (W)     SCALED    
 GY2548* NAVD 88     -       409.679  (meters)    1344.09   (feet)  ADJUSTED  
 GY2548  ___________________________________________________________________
 GY2548  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GY2548  DYNAMIC HT  -         409.356 (meters)    1343.03  (feet)  COMP
 GY2548  MODELED GRAV-     979,830.5   (mgal)                       NAVD 88
 GY2548
 GY2548  VERT ORDER  -  SECOND    CLASS 0
 GY2548
 GY2548.The horizontal coordinates were scaled from a topographic map and have
 GY2548.an estimated accuracy of +/- 6 seconds.
 GY2548
 GY2548.The orthometric height was determined by differential leveling
 GY2548.and adjusted by the National Geodetic Survey in June 1991..
 GY2548
 GY2548.The geoid height was determined by GEOID03.
 GY2548
 GY2548.The dynamic height is computed by dividing the NAVD 88
 GY2548.geopotential number by the normal gravity value computed on the
 GY2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2548.degrees latitude (g = 980.6199 gals.).
 GY2548
 GY2548.The modeled gravity was interpolated from observed gravity values.
 GY2548
 GY2548;                    North         East    Units  Estimated Accuracy
 GY2548;SPC KY1Z     - 1,128,590.    1,659,680.      MT  (+/- 180 meters Scaled)
 GY2548
 GY2548                          SUPERSEDED SURVEY CONTROL
 GY2548
 GY2548  NGVD 29 (??/??/92)  409.831  (m)         1344.59   (f) ADJ UNCH    2 0
 GY2548
 GY2548.Superseded values are not recommended for survey control.
 GY2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2548.See file dsdata.txt to determine how the superseded data were derived.
 GY2548
 GY2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB396519(NAD 83)
 GY2548_MARKER: DB = BENCH MARK DISK
 GY2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2548_STAMPING: J 166 1950 1344.587
 GY2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2548+STABILITY: SURFACE MOTION
 GY2548
 GY2548  HISTORY     - Date     Condition        Report By
 GY2548  HISTORY     - 1950     MONUMENTED       CGS
 GY2548  HISTORY     - 1957     POOR             NGS
 GY2548
 GY2548                          STATION DESCRIPTION
 GY2548
 GY2548'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2548'9.4 MI NE FROM MC KEE.
 GY2548'ABOUT 2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE COURT
 GY2548'HOUSE AT MC KEE, THENCE ABOUT 1.8 MILES NORTHEAST ALONG SAND
 GY2548'LICK CREEK ROAD, THENCE ABOUT 1.25 MILES EAST ALONG A TRAIL LEADING
 GY2548'TO STATE HIGHWAY 89, THENCE ABOUT 1.75 MILES SOUTHEAST ALONG
 GY2548'STATE HIGHWAY 89, THENCE ABOUT 2.0 MILES EAST ALONG A DIRT ROAD,
 GY2548'IN THE WOODS, ABOUT 0.1 MILE SOUTHWEST OF A FARM HOUSE, 21 FEET
 GY2548'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD AND ON THE
 GY2548'OUTSIDE OF A CURVE, AT THE JUNCTION OF A DIM TRAIL SOUTHWEST,
 GY2548'7 FEET SOUTHWEST OF A 16-INCH HICKORY TREE, 16 1/2 FEET EAST OF A
 GY2548'10-INCH HICKORY TREE, 24 FEET SOUTHEAST OF THE CENTER OF THE
 GY2548'JUNCTION OF ROAD AND DIM TRAIL SOUTHWEST, 2 FEET NORTHWEST OF A
 GY2548'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN
 GY2548'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GY2548
 GY2548                          STATION RECOVERY (1957)
 GY2548
 GY2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2548'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2602 ***********************************************************************
 GY2602  DESIGNATION -  J 167
 GY2602  PID         -  GY2602
 GY2602  STATE/COUNTY-  KY/OWSLEY
 GY2602  USGS QUAD   -  STURGEON (1976)
 GY2602
 GY2602                         *CURRENT SURVEY CONTROL
 GY2602  ___________________________________________________________________
 GY2602* NAD 83(1986)-  37 24 03.     (N)    083 45 30.     (W)     SCALED    
 GY2602* NAVD 88     -       278.751  (meters)     914.54   (feet)  ADJUSTED  
 GY2602  ___________________________________________________________________
 GY2602  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY2602  DYNAMIC HT  -         278.535 (meters)     913.83  (feet)  COMP
 GY2602  MODELED GRAV-     979,848.8   (mgal)                       NAVD 88
 GY2602
 GY2602  VERT ORDER  -  SECOND    CLASS 0
 GY2602
 GY2602.The horizontal coordinates were scaled from a topographic map and have
 GY2602.an estimated accuracy of +/- 6 seconds.
 GY2602
 GY2602.The orthometric height was determined by differential leveling
 GY2602.and adjusted by the National Geodetic Survey in June 1991..
 GY2602
 GY2602.The geoid height was determined by GEOID03.
 GY2602
 GY2602.The dynamic height is computed by dividing the NAVD 88
 GY2602.geopotential number by the normal gravity value computed on the
 GY2602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2602.degrees latitude (g = 980.6199 gals.).
 GY2602
 GY2602.The modeled gravity was interpolated from observed gravity values.
 GY2602
 GY2602;                    North         East    Units  Estimated Accuracy
 GY2602;SPC KY1Z     - 1,120,360.    1,676,320.      MT  (+/- 180 meters Scaled)
 GY2602
 GY2602                          SUPERSEDED SURVEY CONTROL
 GY2602
 GY2602  NGVD 29 (??/??/92)  278.914  (m)          915.07   (f) ADJ UNCH    2 0
 GY2602
 GY2602.Superseded values are not recommended for survey control.
 GY2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2602.See file dsdata.txt to determine how the superseded data were derived.
 GY2602
 GY2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB558429(NAD 83)
 GY2602_MARKER: DB = BENCH MARK DISK
 GY2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2602_STAMPING: J 167 1950 915.070
 GY2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2602+STABILITY: SURFACE MOTION
 GY2602
 GY2602  HISTORY     - Date     Condition        Report By
 GY2602  HISTORY     - 1950     MONUMENTED       CGS
 GY2602  HISTORY     - 1957     GOOD             NGS
 GY2602
 GY2602                          STATION DESCRIPTION
 GY2602
 GY2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2602'2 MI E FROM STURGEON.
 GY2602'ABOUT 0.15 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY2602'AT STURGEON, THENCE ABOUT 1.8 MILES EAST ALONG A GRAVEL ROAD,
 GY2602'ABOUT 0.75 MILE WEST OF WALNUT GROVE SCHOOL, ABOUT 165 YARDS
 GY2602'NORTHWEST OF A TWO-STORY FARM HOUSE, ABOUT 118 YARDS SOUTHEAST
 GY2602'OF A ONE-STORY FARM HOUSE, ABOUT 150 YARDS NORTHWEST OF A
 GY2602'36-INCH PIPE CULVERT FOR A SMALL CREEK BRANCH, 36 FEET SOUTHWEST
 GY2602'OF THE CENTER LINE OF THE ROAD, 19 FEET EAST OF A POWER POLE WITH
 GY2602'TRANSFORMER, 18 FEET NORTHEAST OF THE CENTER OF A CREEK, 2 FEET
 GY2602'NORTHEAST OF A WIRE FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 GY2602'POST, ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 GY2602'POST PROJECTING 3 INCHES.  THE GRAVEL ROAD IS STATE HIGHWAY 846.
 GY2602
 GY2602                          STATION RECOVERY (1957)
 GY2602
 GY2602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2761 ***********************************************************************
 GY2761  DESIGNATION -  J 168
 GY2761  PID         -  GY2761
 GY2761  STATE/COUNTY-  KY/OWSLEY
 GY2761  USGS QUAD   -  MISTLETOE (1979)
 GY2761
 GY2761                         *CURRENT SURVEY CONTROL
 GY2761  ___________________________________________________________________
 GY2761* NAD 83(1986)-  37 19 10.     (N)    083 35 40.     (W)     SCALED    
 GY2761* NAVD 88     -       259.317  (meters)     850.78   (feet)  ADJUSTED  
 GY2761  ___________________________________________________________________
 GY2761  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GY2761  DYNAMIC HT  -         259.111 (meters)     850.10  (feet)  COMP
 GY2761  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 GY2761
 GY2761  VERT ORDER  -  SECOND    CLASS 0
 GY2761
 GY2761.The horizontal coordinates were scaled from a topographic map and have
 GY2761.an estimated accuracy of +/- 6 seconds.
 GY2761
 GY2761.The orthometric height was determined by differential leveling
 GY2761.and adjusted by the National Geodetic Survey in June 1991..
 GY2761
 GY2761.The geoid height was determined by GEOID03.
 GY2761
 GY2761.The dynamic height is computed by dividing the NAVD 88
 GY2761.geopotential number by the normal gravity value computed on the
 GY2761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2761.degrees latitude (g = 980.6199 gals.).
 GY2761
 GY2761.The modeled gravity was interpolated from observed gravity values.
 GY2761
 GY2761;                    North         East    Units  Estimated Accuracy
 GY2761;SPC KY1Z     - 1,111,650.    1,691,040.      MT  (+/- 180 meters Scaled)
 GY2761
 GY2761                          SUPERSEDED SURVEY CONTROL
 GY2761
 GY2761  NGVD 29 (??/??/92)  259.478  (m)          851.30   (f) ADJ UNCH    2 0
 GY2761
 GY2761.Superseded values are not recommended for survey control.
 GY2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2761.See file dsdata.txt to determine how the superseded data were derived.
 GY2761
 GY2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB701334(NAD 83)
 GY2761_MARKER: DB = BENCH MARK DISK
 GY2761_SETTING: 66 = SET IN ROCK OUTCROP
 GY2761_SP_SET: ROCK CLIFF
 GY2761_STAMPING: J 168 1950 851.304
 GY2761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2761+STABILITY: POSITION/ELEVATION WELL
 GY2761
 GY2761  HISTORY     - Date     Condition        Report By
 GY2761  HISTORY     - 1950     MONUMENTED       CGS
 GY2761  HISTORY     - 1957     GOOD             NGS
 GY2761
 GY2761                          STATION DESCRIPTION
 GY2761
 GY2761'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2761'1.4 MI NW FROM MISTLETOE.
 GY2761'ABOUT 1.35 MILES NORTHWEST ALONG A ROAD FOLLOWING BUFFALO CREEK
 GY2761'FROM THE POST OFFICE AT MISTLETOE, ABOUT 0.1 MILE NORTHWEST OF
 GY2761'A GROUP OF OIL TANKS, NORTH-NORTHEAST AND ACROSS CREEK FROM AN
 GY2761'OIL COMPANY CORRUGATED TIN BUILDING, 21 YARDS NORTHEAST OF
 GY2761'THE CENTER OF CREEK, 22 FEET NORTHEAST OF CENTER LINE OF ABANDONED
 GY2761'ROAD, SET VERTICALLY IN THE VERTICAL SOUTHWEST FACE OF A
 GY2761'SANDSTONE CLIFF, 3 1/2 FEET ABOVE ABANDONED ROAD, AND ABOUT 8
 GY2761'FEET ABOVE CREEK BED.
 GY2761
 GY2761                          STATION RECOVERY (1957)
 GY2761
 GY2761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0402 ***********************************************************************
 GD0402  DESIGNATION -  J 17
 GD0402  PID         -  GD0402
 GD0402  STATE/COUNTY-  KY/GRAVES
 GD0402  USGS QUAD   -  WATER VALLEY (1981)
 GD0402
 GD0402                         *CURRENT SURVEY CONTROL
 GD0402  ___________________________________________________________________
 GD0402* NAD 83(1986)-  36 35 02.     (N)    088 47 23.     (W)     SCALED    
 GD0402* NAVD 88     -       116.947  (meters)     383.68   (feet)  ADJUSTED  
 GD0402  ___________________________________________________________________
 GD0402  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GD0402  DYNAMIC HT  -         116.855 (meters)     383.38  (feet)  COMP
 GD0402  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 GD0402
 GD0402  VERT ORDER  -  SECOND    CLASS 0
 GD0402
 GD0402.The horizontal coordinates were scaled from a topographic map and have
 GD0402.an estimated accuracy of +/- 6 seconds.
 GD0402
 GD0402.The orthometric height was determined by differential leveling
 GD0402.and adjusted by the National Geodetic Survey in June 1991..
 GD0402
 GD0402.The geoid height was determined by GEOID03.
 GD0402
 GD0402.The dynamic height is computed by dividing the NAVD 88
 GD0402.geopotential number by the normal gravity value computed on the
 GD0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0402.degrees latitude (g = 980.6199 gals.).
 GD0402
 GD0402.The modeled gravity was interpolated from observed gravity values.
 GD0402
 GD0402;                    North         East    Units  Estimated Accuracy
 GD0402;SPC KY1Z     - 1,032,240.    1,227,970.      MT  (+/- 180 meters Scaled)
 GD0402
 GD0402                          SUPERSEDED SURVEY CONTROL
 GD0402
 GD0402  NGVD 29 (??/??/??)  116.934  (m)          383.64   (f) ADJUSTED    2 0
 GD0402
 GD0402.Superseded values are not recommended for survey control.
 GD0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0402.See file dsdata.txt to determine how the superseded data were derived.
 GD0402
 GD0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF398502(NAD 83)
 GD0402_MARKER: DB = BENCH MARK DISK
 GD0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0402_STAMPING: J 17 1933
 GD0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0402+STABILITY: SURFACE MOTION
 GD0402
 GD0402  HISTORY     - Date     Condition        Report By
 GD0402  HISTORY     - 1933     MONUMENTED       CGS
 GD0402  HISTORY     - 20020817 MARK NOT FOUND   USACE
 GD0402
 GD0402                          STATION DESCRIPTION
 GD0402
 GD0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0402'1.8 MI NW FROM WATER VALLEY.
 GD0402'1.8 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0402'WATER VALLEY, GRAVES COUNTY, ABOUT 1/4 MILE SOUTH OF MILEPOST
 GD0402'262, AT A ROAD CROSSING, 14 YARDS EAST OF THE CENTERLINE OF THE
 GD0402'TRACK, 8 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, AND 2 YARDS
 GD0402'SOUTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED J 17 1933
 GD0402'AND SET IN THE TOP OF A CONCRETE POST.
 GD0402
 GD0402                          STATION RECOVERY (2002)
 GD0402
 GD0402'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0402'AREA HAS BEEN DITCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2156 ***********************************************************************
 GY2156  DESIGNATION -  J 170
 GY2156  PID         -  GY2156
 GY2156  STATE/COUNTY-  KY/BREATHITT
 GY2156  USGS QUAD   -  CANOE (1976)
 GY2156
 GY2156                         *CURRENT SURVEY CONTROL
 GY2156  ___________________________________________________________________
 GY2156* NAD 83(1986)-  37 28 18.     (N)    083 28 58.     (W)     SCALED    
 GY2156* NAVD 88     -       219.084  (meters)     718.78   (feet)  ADJUSTED  
 GY2156  ___________________________________________________________________
 GY2156  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GY2156  DYNAMIC HT  -         218.913 (meters)     718.22  (feet)  COMP
 GY2156  MODELED GRAV-     979,846.1   (mgal)                       NAVD 88
 GY2156
 GY2156  VERT ORDER  -  SECOND    CLASS 0
 GY2156
 GY2156.The horizontal coordinates were scaled from a topographic map and have
 GY2156.an estimated accuracy of +/- 6 seconds.
 GY2156
 GY2156.The orthometric height was determined by differential leveling
 GY2156.and adjusted by the National Geodetic Survey in June 1991..
 GY2156
 GY2156.The geoid height was determined by GEOID03.
 GY2156
 GY2156.The dynamic height is computed by dividing the NAVD 88
 GY2156.geopotential number by the normal gravity value computed on the
 GY2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2156.degrees latitude (g = 980.6199 gals.).
 GY2156
 GY2156.The modeled gravity was interpolated from observed gravity values.
 GY2156
 GY2156;                    North         East    Units  Estimated Accuracy
 GY2156;SPC KY1Z     - 1,128,770.    1,700,520.      MT  (+/- 180 meters Scaled)
 GY2156
 GY2156                          SUPERSEDED SURVEY CONTROL
 GY2156
 GY2156  NGVD 29 (??/??/92)  219.243  (m)          719.30   (f) ADJ UNCH    2 0
 GY2156
 GY2156.Superseded values are not recommended for survey control.
 GY2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2156.See file dsdata.txt to determine how the superseded data were derived.
 GY2156
 GY2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB804500(NAD 83)
 GY2156_MARKER: DB = BENCH MARK DISK
 GY2156_SETTING: 66 = SET IN ROCK OUTCROP
 GY2156_SP_SET: ROCK CUT
 GY2156_STAMPING: J 170 1950 719.300
 GY2156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2156+STABILITY: POSITION/ELEVATION WELL
 GY2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2156+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GY2156
 GY2156  HISTORY     - Date     Condition        Report By
 GY2156  HISTORY     - 1950     MONUMENTED       CGS
 GY2156  HISTORY     - 1957     GOOD             NGS
 GY2156  HISTORY     - 19960625 GOOD             KYDT
 GY2156  HISTORY     - 20020730 GOOD             KYDT
 GY2156
 GY2156                          STATION DESCRIPTION
 GY2156
 GY2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2156'3.6 MI E FROM TURKEY.
 GY2156'ABOUT 2.55 MILES NORTHEAST ALONG STATE HIGHWAY 30 FROM THE SCHOOL
 GY2156'AT TURKEY, THENCE ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 315,
 GY2156'ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 30 FROM BRIDGE OVER
 GY2156'MIDDLE FORK OF KENTUCKY RIVER, THENCE ABOUT 1.1 MILES SOUTH ALONG
 GY2156'STATE HIGHWAY 315, SET VERTICALLY IN THE SMOOTH EAST FACE OF A
 GY2156'LONG 7-FOOT THICK LAYER OF SOLID ROCK IN CUT BANK, 68 YARDS SOUTH
 GY2156'OF A 14-INCH PIPE CULVERT WITH CONCRETE HEAD WALLS, 92 1/2 FEET
 GY2156'NORTH OF THE WEST END OF AN 18-INCH PIPE CULVERT WITH CONCRETE
 GY2156'HEADWALLS, 86 FEET NORTH OF AN OFFSET IN LAYER OF ROCK, 21 FEET
 GY2156'SOUTH OF AN OFFSET IN LAYER OF ROCK, 27 FEET WEST OF THE CENTER
 GY2156'LINE OF THE HIGHWAY AND ABOUT 5 FEET ABOVE THE HIGHWAY.
 GY2156
 GY2156                          STATION RECOVERY (1957)
 GY2156
 GY2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2156'RECOVERED IN GOOD CONDITION.
 GY2156
 GY2156                          STATION RECOVERY (1996)
 GY2156
 GY2156'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2156'1 FOOT NORTH OF FIBERGLASS WITNESS POST.
 GY2156
 GY2156                          STATION RECOVERY (2002)
 GY2156
 GY2156'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2103 ***********************************************************************
 GY2103  DESIGNATION -  J 171
 GY2103  PID         -  GY2103
 GY2103  STATE/COUNTY-  KY/PERRY
 GY2103  USGS QUAD   -  KRYPTON (1972)
 GY2103
 GY2103                         *CURRENT SURVEY CONTROL
 GY2103  ___________________________________________________________________
 GY2103* NAD 83(1986)-  37 21 05.     (N)    083 18 04.     (W)     SCALED    
 GY2103* NAVD 88     -       262.822  (meters)     862.28   (feet)  ADJUSTED  
 GY2103  ___________________________________________________________________
 GY2103  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GY2103  DYNAMIC HT  -         262.620 (meters)     861.61  (feet)  COMP
 GY2103  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 GY2103
 GY2103  VERT ORDER  -  SECOND    CLASS 0
 GY2103
 GY2103.The horizontal coordinates were scaled from a topographic map and have
 GY2103.an estimated accuracy of +/- 6 seconds.
 GY2103
 GY2103.The orthometric height was determined by differential leveling
 GY2103.and adjusted by the National Geodetic Survey in June 1991..
 GY2103
 GY2103.The geoid height was determined by GEOID03.
 GY2103
 GY2103.The dynamic height is computed by dividing the NAVD 88
 GY2103.geopotential number by the normal gravity value computed on the
 GY2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2103.degrees latitude (g = 980.6199 gals.).
 GY2103
 GY2103.The modeled gravity was interpolated from observed gravity values.
 GY2103
 GY2103;                    North         East    Units  Estimated Accuracy
 GY2103;SPC KY1Z     - 1,115,830.    1,716,940.      MT  (+/- 180 meters Scaled)
 GY2103
 GY2103                          SUPERSEDED SURVEY CONTROL
 GY2103
 GY2103  NGVD 29 (??/??/92)  262.992  (m)          862.83   (f) ADJ UNCH    2 0
 GY2103
 GY2103.Superseded values are not recommended for survey control.
 GY2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2103.See file dsdata.txt to determine how the superseded data were derived.
 GY2103
 GY2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB961363(NAD 83)
 GY2103_MARKER: DB = BENCH MARK DISK
 GY2103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2103_SP_SET: CULVERT
 GY2103_STAMPING: J 171 1950 862.833
 GY2103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2103+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 GY2103
 GY2103  HISTORY     - Date     Condition        Report By
 GY2103  HISTORY     - 1950     MONUMENTED       CGS
 GY2103  HISTORY     - 1956     GOOD             NGS
 GY2103  HISTORY     - 19960610 GOOD             KYDT
 GY2103  HISTORY     - 19960624 GOOD             KYDT
 GY2103
 GY2103                          STATION DESCRIPTION
 GY2103
 GY2103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2103'3.8 MI E FROM CHAVIES.
 GY2103'3.85 MILES EAST ALONG STATE HIGHWAY 28 FROM THE EAST END OF
 GY2103'BRIDGE OVER NORTH FORK OF KENTUCKY RIVER AT CHAVIES, AT THE
 GY2103'JUNCTION OF A GRAVEL ROAD NORTH TENMILE CREEK, IN THE TOP OF THE
 GY2103'WEST END OF THE SOUTH CONCRETE HEAD WALL OF AN 8-FOOT SKEW
 GY2103'CULVERT FOR TENMILE CREEK, 16 FEET SOUTH OF THE CENTER LINE OF
 GY2103'HIGHWAY, 10 YARDS NORTH OF THE CENTER OF GRAPEVINE CREEK, AND
 GY2103'ABOUT LEVEL WITH HIGHWAY.
 GY2103
 GY2103                          STATION RECOVERY (1996)
 GY2103
 GY2103'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2103'RECOVERED IN GOOD CONDITION.
 GY2103
 GY2103                          STATION RECOVERY (1996)
 GY2103
 GY2103'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2103'MARK MAY ALSO BE REACHED BY GOING 1.65 MILES WEST ALONG KY 28 FROM
 GY2103'JUNCTION WITH KY 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2128 ***********************************************************************
 GY2128  DESIGNATION -  J 172
 GY2128  PID         -  GY2128
 GY2128  STATE/COUNTY-  KY/LESLIE
 GY2128  USGS QUAD   -  BUCKHORN (1979)
 GY2128
 GY2128                         *CURRENT SURVEY CONTROL
 GY2128  ___________________________________________________________________
 GY2128* NAD 83(1986)-  37 16 10.     (N)    083 24 58.     (W)     SCALED    
 GY2128* NAVD 88     -       417.653  (meters)    1370.25   (feet)  ADJUSTED  
 GY2128  ___________________________________________________________________
 GY2128  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GY2128  DYNAMIC HT  -         417.326 (meters)    1369.18  (feet)  COMP
 GY2128  MODELED GRAV-     979,835.3   (mgal)                       NAVD 88
 GY2128
 GY2128  VERT ORDER  -  SECOND    CLASS 0
 GY2128
 GY2128.The horizontal coordinates were scaled from a topographic map and have
 GY2128.an estimated accuracy of +/- 6 seconds.
 GY2128
 GY2128.The orthometric height was determined by differential leveling
 GY2128.and adjusted by the National Geodetic Survey in June 1991..
 GY2128
 GY2128.The geoid height was determined by GEOID03.
 GY2128
 GY2128.The dynamic height is computed by dividing the NAVD 88
 GY2128.geopotential number by the normal gravity value computed on the
 GY2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2128.degrees latitude (g = 980.6199 gals.).
 GY2128
 GY2128.The modeled gravity was interpolated from observed gravity values.
 GY2128
 GY2128;                    North         East    Units  Estimated Accuracy
 GY2128;SPC KY1Z     - 1,106,480.    1,706,980.      MT  (+/- 180 meters Scaled)
 GY2128
 GY2128                          SUPERSEDED SURVEY CONTROL
 GY2128
 GY2128  NGVD 29 (??/??/92)  417.824  (m)         1370.81   (f) ADJ UNCH    2 0
 GY2128
 GY2128.Superseded values are not recommended for survey control.
 GY2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2128.See file dsdata.txt to determine how the superseded data were derived.
 GY2128
 GY2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB857275(NAD 83)
 GY2128_MARKER: DB = BENCH MARK DISK
 GY2128_SETTING: 66 = SET IN ROCK OUTCROP
 GY2128_SP_SET: ROCK LEDGE
 GY2128_STAMPING: J 172 1950 1370.811
 GY2128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2128+STABILITY: POSITION/ELEVATION WELL
 GY2128
 GY2128  HISTORY     - Date     Condition        Report By
 GY2128  HISTORY     - 1950     MONUMENTED       CGS
 GY2128
 GY2128                          STATION DESCRIPTION
 GY2128
 GY2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2128'1.4 MI E FROM SHOAL.
 GY2128'ABOUT 1.35 MILES EAST ALONG A ROUGH ROAD LEADING TO CONFLUENCE
 GY2128'FROM ELKHORN SCHOOL AT SHOAL, ABOUT 0.15 MILE NORTHEAST OF THE
 GY2128'JUNCTION OF A ROAD LEADING NORTH AND DOWNHILL, 11 FEET SOUTHEAST
 GY2128'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP AND 6 INCHES
 GY2128'SOUTHEAST OF THE NORTHWEST EDGE OF A ROCK LEDGE, 7 FEET NORTHEAST
 GY2128'OF SOUTHWEST END OF LEDGE, 12 FEET SOUTHWEST OF THE NORTHEAST END
 GY2128'OF LEDGE, JUST ABOVE A 10-INCH OUTLINE TRIANGLE CHISELED IN
 GY2128'VERTICAL FACE OF SAME LEDGE AND ABOUT 5 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2391 ***********************************************************************
 GY2391  DESIGNATION -  J 173
 GY2391  PID         -  GY2391
 GY2391  STATE/COUNTY-  KY/PERRY
 GY2391  USGS QUAD   -  BUCKHORN (1979)
 GY2391
 GY2391                         *CURRENT SURVEY CONTROL
 GY2391  ___________________________________________________________________
 GY2391* NAD 83(1986)-  37 19 39.     (N)    083 23 08.     (W)     SCALED    
 GY2391* NAVD 88     -       374.761  (meters)    1229.53   (feet)  ADJUSTED  
 GY2391  ___________________________________________________________________
 GY2391  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GY2391  DYNAMIC HT  -         374.469 (meters)    1228.57  (feet)  COMP
 GY2391  MODELED GRAV-     979,838.8   (mgal)                       NAVD 88
 GY2391
 GY2391  VERT ORDER  -  SECOND    CLASS 0
 GY2391
 GY2391.The horizontal coordinates were scaled from a topographic map and have
 GY2391.an estimated accuracy of +/- 6 seconds.
 GY2391
 GY2391.The orthometric height was determined by differential leveling
 GY2391.and adjusted by the National Geodetic Survey in June 1991..
 GY2391
 GY2391.The geoid height was determined by GEOID03.
 GY2391
 GY2391.The dynamic height is computed by dividing the NAVD 88
 GY2391.geopotential number by the normal gravity value computed on the
 GY2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2391.degrees latitude (g = 980.6199 gals.).
 GY2391
 GY2391.The modeled gravity was interpolated from observed gravity values.
 GY2391
 GY2391;                    North         East    Units  Estimated Accuracy
 GY2391;SPC KY1Z     - 1,112,990.    1,709,520.      MT  (+/- 180 meters Scaled)
 GY2391
 GY2391                          SUPERSEDED SURVEY CONTROL
 GY2391
 GY2391  NGVD 29 (??/??/92)  374.931  (m)         1230.09   (f) ADJ UNCH    2 0
 GY2391
 GY2391.Superseded values are not recommended for survey control.
 GY2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2391.See file dsdata.txt to determine how the superseded data were derived.
 GY2391
 GY2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB886338(NAD 83)
 GY2391_MARKER: DB = BENCH MARK DISK
 GY2391_SETTING: 66 = SET IN ROCK OUTCROP
 GY2391_SP_SET: ROCK CUT
 GY2391_STAMPING: J 173 1950 1230.086
 GY2391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2391+STABILITY: POSITION/ELEVATION WELL
 GY2391
 GY2391  HISTORY     - Date     Condition        Report By
 GY2391  HISTORY     - 1950     MONUMENTED       CGS
 GY2391  HISTORY     - 1957     GOOD             NGS
 GY2391
 GY2391                          STATION DESCRIPTION
 GY2391
 GY2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2391'2.8 MI W FROM CHAVIES.
 GY2391'ABOUT 2.8 MILES WEST ALONG STATE HIGHWAY 28 FROM THE LOUISVILLE
 GY2391'AND NASHVILLE RAILROAD STATION AT CHAVIES, ABOUT 0.5 MILE EAST
 GY2391'OF THE TOP OF A GRADE, SET VERTICALLY IN THE SMOOTH VERTICAL
 GY2391'FACE OF A SOLID 5 1/2-FOOT LAYER OF ROCK IN A HIGHWAY CUT, 20
 GY2391'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF
 GY2391'THE SOUTH END OF THE ROCKY PART OF CUT, 92 1/2 FEET NORTH OF
 GY2391'THE EAST END OF AN 18-INCH PIPE CULVERT WITH RIGHT ANGLE SHAPED
 GY2391'STONE HEAD WALLS, AND ABOUT 5 FEET ABOVE THE HIGHWAY.
 GY2391
 GY2391                          STATION RECOVERY (1957)
 GY2391
 GY2391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1954 ***********************************************************************
 GY1954  DESIGNATION -  J 174
 GY1954  PID         -  GY1954
 GY1954  STATE/COUNTY-  KY/PERRY
 GY1954  USGS QUAD   -  KRYPTON (1972)
 GY1954
 GY1954                         *CURRENT SURVEY CONTROL
 GY1954  ___________________________________________________________________
 GY1954* NAD 83(1986)-  37 16 48.     (N)    083 16 49.     (W)     SCALED    
 GY1954* NAVD 88     -       254.402  (meters)     834.65   (feet)  ADJUSTED  
 GY1954  ___________________________________________________________________
 GY1954  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1954  DYNAMIC HT  -         254.205 (meters)     834.00  (feet)  COMP
 GY1954  MODELED GRAV-     979,848.8   (mgal)                       NAVD 88
 GY1954
 GY1954  VERT ORDER  -  FIRST     CLASS I
 GY1954
 GY1954.The horizontal coordinates were scaled from a topographic map and have
 GY1954.an estimated accuracy of +/- 6 seconds.
 GY1954
 GY1954.The orthometric height was determined by differential leveling
 GY1954.and adjusted by the National Geodetic Survey in June 1991..
 GY1954.WARNING-Repeat measurements at this control monument indicate possible
 GY1954.vertical movement.
 GY1954
 GY1954.The geoid height was determined by GEOID03.
 GY1954
 GY1954.The dynamic height is computed by dividing the NAVD 88
 GY1954.geopotential number by the normal gravity value computed on the
 GY1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1954.degrees latitude (g = 980.6199 gals.).
 GY1954
 GY1954.The modeled gravity was interpolated from observed gravity values.
 GY1954
 GY1954;                    North         East    Units  Estimated Accuracy
 GY1954;SPC KY1Z     - 1,107,960.    1,718,990.      MT  (+/- 180 meters Scaled)
 GY1954
 GY1954                          SUPERSEDED SURVEY CONTROL
 GY1954
 GY1954  NGVD 29 (??/??/92)  254.577  (m)          835.22   (f) ADJ UNCH    1 1
 GY1954
 GY1954.Superseded values are not recommended for survey control.
 GY1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1954.See file dsdata.txt to determine how the superseded data were derived.
 GY1954
 GY1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB978283(NAD 83)
 GY1954_MARKER: DB = BENCH MARK DISK
 GY1954_SETTING: 66 = SET IN ROCK OUTCROP
 GY1954_SP_SET: BOULDER
 GY1954_STAMPING: J 174 1950 835.294
 GY1954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1954+STABILITY: POSITION/ELEVATION WELL
 GY1954
 GY1954  HISTORY     - Date     Condition        Report By
 GY1954  HISTORY     - 1950     MONUMENTED       CGS
 GY1954  HISTORY     - 1967     POOR             NGS
 GY1954
 GY1954                          STATION DESCRIPTION
 GY1954
 GY1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1954'8.3 MI NW FROM HAZARD.
 GY1954'ABOUT 8.3 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY1954'RAILROAD FROM THE STATION AT HAZARD, 0.2 MILE NORTHWEST OF A
 GY1954'COUNTRY STORE AT THE COMMUNITY OF BUTTERFLY, 0.5 MILE EAST OF
 GY1954'MILEPOST 234, 7 RAILS SOUTHEAST OF A HOUSE THAT IS SUPPORTED
 GY1954'BY A HIGH CONCRETE BLOCK FOUNDATION, 5 3/4 RAILS NORTHWEST
 GY1954'OF A RED FRAME HOUSE, 31 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 GY1954'RAIL OF THE TRACK, SET VERTICALLY IN THE NORTHEAST FACE OF A
 GY1954'BOULDER WHICH IS PARTIALLY COVERED WITH DIRT, 10 1/2 FEET EAST OF
 GY1954'A 3-FORKED APPLE TREE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 GY1954'GROUND, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1921 ***********************************************************************
 GY1921  DESIGNATION -  J 175
 GY1921  PID         -  GY1921
 GY1921  STATE/COUNTY-  KY/BREATHITT
 GY1921  USGS QUAD   -  HADDIX (1972)
 GY1921
 GY1921                         *CURRENT SURVEY CONTROL
 GY1921  ___________________________________________________________________
 GY1921* NAD 83(1986)-  37 24 28.     (N)    083 22 00.     (W)     SCALED    
 GY1921* NAVD 88     -       236.799  (meters)     776.90   (feet)  ADJUSTED  
 GY1921  ___________________________________________________________________
 GY1921  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GY1921  DYNAMIC HT  -         236.618 (meters)     776.30  (feet)  COMP
 GY1921  MODELED GRAV-     979,859.3   (mgal)                       NAVD 88
 GY1921
 GY1921  VERT ORDER  -  SECOND    CLASS 0
 GY1921
 GY1921.The horizontal coordinates were scaled from a topographic map and have
 GY1921.an estimated accuracy of +/- 6 seconds.
 GY1921
 GY1921.The orthometric height was determined by differential leveling
 GY1921.and adjusted by the National Geodetic Survey in June 1991..
 GY1921
 GY1921.The geoid height was determined by GEOID03.
 GY1921
 GY1921.The dynamic height is computed by dividing the NAVD 88
 GY1921.geopotential number by the normal gravity value computed on the
 GY1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1921.degrees latitude (g = 980.6199 gals.).
 GY1921
 GY1921.The modeled gravity was interpolated from observed gravity values.
 GY1921
 GY1921;                    North         East    Units  Estimated Accuracy
 GY1921;SPC KY1Z     - 1,121,940.    1,710,970.      MT  (+/- 180 meters Scaled)
 GY1921
 GY1921                          SUPERSEDED SURVEY CONTROL
 GY1921
 GY1921  NGVD 29 (??/??/92)  236.967  (m)          777.45   (f) ADJ UNCH    2 0
 GY1921
 GY1921.Superseded values are not recommended for survey control.
 GY1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1921.See file dsdata.txt to determine how the superseded data were derived.
 GY1921
 GY1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB905427(NAD 83)
 GY1921_MARKER: DB = BENCH MARK DISK
 GY1921_SETTING: 66 = SET IN ROCK OUTCROP
 GY1921_SP_SET: ROCK OUTCROP
 GY1921_STAMPING: J 175 1950 777.449
 GY1921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1921+STABILITY: POSITION/ELEVATION WELL
 GY1921
 GY1921  HISTORY     - Date     Condition        Report By
 GY1921  HISTORY     - 1950     MONUMENTED       CGS
 GY1921
 GY1921                          STATION DESCRIPTION
 GY1921
 GY1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY1921'2.2 MI S FROM WHICK.
 GY1921'ABOUT 2.2 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY1921'FROM THE STATION AT WHICK, ABOUT 1.0 MILE NORTH OF THE STATION
 GY1921'PLATFORM AT WOLF COAL, ABOUT 0.35 MILE SOUTH OF MILE POST 215,
 GY1921'ABOUT 120 YARDS SOUTHWEST OF A CURVE WITH TANGENTS EXTENDING
 GY1921'SOUTHWEST AND NORTH, SET HORIZONTALLY IN THE SLANTING SURFACE OF
 GY1921'AN OUTCROP OF ROCK PROTRUDING OUT OF BOTTOM OF HILL INTO RAILROAD
 GY1921'DITCH, 11 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 1/2 FEET
 GY1921'NORTHWEST OF THE SOUTHEAST END OF EXPOSED PORTION OF ROCK OUTCROP
 GY1921'AND ABOUT 1 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0980 ***********************************************************************
 GZ0980  DESIGNATION -  J 176
 GZ0980  PID         -  GZ0980
 GZ0980  STATE/COUNTY-  KY/LINCOLN
 GZ0980  USGS QUAD   -  CRAB ORCHARD (1952)
 GZ0980
 GZ0980                         *CURRENT SURVEY CONTROL
 GZ0980  ___________________________________________________________________
 GZ0980* NAD 83(1986)-  37 23 48.     (N)    084 32 30.     (W)     SCALED    
 GZ0980* NAVD 88     -       339.099  (meters)    1112.53   (feet)  ADJUSTED  
 GZ0980  ___________________________________________________________________
 GZ0980  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GZ0980  DYNAMIC HT  -         338.835 (meters)    1111.66  (feet)  COMP
 GZ0980  MODELED GRAV-     979,840.3   (mgal)                       NAVD 88
 GZ0980
 GZ0980  VERT ORDER  -  SECOND    CLASS 0
 GZ0980
 GZ0980.The horizontal coordinates were scaled from a topographic map and have
 GZ0980.an estimated accuracy of +/- 6 seconds.
 GZ0980
 GZ0980.The orthometric height was determined by differential leveling
 GZ0980.and adjusted by the National Geodetic Survey in June 1991..
 GZ0980
 GZ0980.The geoid height was determined by GEOID03.
 GZ0980
 GZ0980.The dynamic height is computed by dividing the NAVD 88
 GZ0980.geopotential number by the normal gravity value computed on the
 GZ0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0980.degrees latitude (g = 980.6199 gals.).
 GZ0980
 GZ0980.The modeled gravity was interpolated from observed gravity values.
 GZ0980
 GZ0980;                    North         East    Units  Estimated Accuracy
 GZ0980;SPC KY1Z     - 1,118,710.    1,606,990.      MT  (+/- 180 meters Scaled)
 GZ0980
 GZ0980                          SUPERSEDED SURVEY CONTROL
 GZ0980
 GZ0980  NGVD 29 (??/??/92)  339.240  (m)         1112.99   (f) ADJ UNCH    2 0
 GZ0980
 GZ0980.Superseded values are not recommended for survey control.
 GZ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0980.See file dsdata.txt to determine how the superseded data were derived.
 GZ0980
 GZ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG176417(NAD 83)
 GZ0980_MARKER: DB = BENCH MARK DISK
 GZ0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0980_STAMPING: J 176 1950 1112.990
 GZ0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0980+STABILITY: SURFACE MOTION
 GZ0980
 GZ0980  HISTORY     - Date     Condition        Report By
 GZ0980  HISTORY     - 1950     MONUMENTED       CGS
 GZ0980  HISTORY     - 1958     GOOD             NGS
 GZ0980
 GZ0980                          STATION DESCRIPTION
 GZ0980
 GZ0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0980'1 MI N FROM BROUGHTENTOWN.
 GZ0980'ABOUT 1.0 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GZ0980'BROUGHTENTOWN, ABOUT 0.1 MILE NORTH OF A 25-FOOT WOODEN BRIDGE
 GZ0980'OVER CRAB ORCHARD CREEK, AT A FARM ROAD LEADING SOUTHEAST, 75 FEET
 GZ0980'SOUTHEAST OF THE CENTER OF THE JUNCTION, 62 FEET EAST OF THE
 GZ0980'CENTER LINE OF THE ROAD, 43 FEET EAST OF THE NORTH END OF THE
 GZ0980'EAST HEAD WALL OF A TWIN 24-INCH PIPE CULVERT, 15 1/2 FEET
 GZ0980'SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 10 FEET EAST OF A
 GZ0980'24-INCH OAK TREE IN FENCE CORNER, 3 FEET NORTH OF A FENCE LINE,
 GZ0980'1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 GZ0980'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ0980'4 INCHES.
 GZ0980
 GZ0980                          STATION RECOVERY (1958)
 GZ0980
 GZ0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0441 ***********************************************************************
 GZ0441  DESIGNATION -  J 177
 GZ0441  PID         -  GZ0441
 GZ0441  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0441  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0441
 GZ0441                         *CURRENT SURVEY CONTROL
 GZ0441  ___________________________________________________________________
 GZ0441* NAD 83(1986)-  37 16 05.     (N)    084 21 34.     (W)     SCALED    
 GZ0441* NAVD 88     -       291.549  (meters)     956.52   (feet)  ADJUSTED  
 GZ0441  ___________________________________________________________________
 GZ0441  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GZ0441  DYNAMIC HT  -         291.332 (meters)     955.81  (feet)  COMP
 GZ0441  MODELED GRAV-     979,878.1   (mgal)                       NAVD 88
 GZ0441
 GZ0441  VERT ORDER  -  SECOND    CLASS 0
 GZ0441
 GZ0441.The horizontal coordinates were scaled from a topographic map and have
 GZ0441.an estimated accuracy of +/- 6 seconds.
 GZ0441
 GZ0441.The orthometric height was determined by differential leveling
 GZ0441.and adjusted by the National Geodetic Survey in June 1991..
 GZ0441
 GZ0441.The geoid height was determined by GEOID03.
 GZ0441
 GZ0441.The dynamic height is computed by dividing the NAVD 88
 GZ0441.geopotential number by the normal gravity value computed on the
 GZ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0441.degrees latitude (g = 980.6199 gals.).
 GZ0441
 GZ0441.The modeled gravity was interpolated from observed gravity values.
 GZ0441
 GZ0441;                    North         East    Units  Estimated Accuracy
 GZ0441;SPC KY1Z     - 1,104,660.    1,623,330.      MT  (+/- 180 meters Scaled)
 GZ0441
 GZ0441                          SUPERSEDED SURVEY CONTROL
 GZ0441
 GZ0441  NGVD 29 (??/??/92)  291.716  (m)          957.07   (f) ADJ UNCH    2 0
 GZ0441
 GZ0441.Superseded values are not recommended for survey control.
 GZ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0441.See file dsdata.txt to determine how the superseded data were derived.
 GZ0441
 GZ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG341278(NAD 83)
 GZ0441_MARKER: DB = BENCH MARK DISK
 GZ0441_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0441_SP_SET: ROCK OUTCROP
 GZ0441_STAMPING: J 177 1950 957.072
 GZ0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0441+STABILITY: POSITION/ELEVATION WELL
 GZ0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0441+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 GZ0441
 GZ0441  HISTORY     - Date     Condition        Report By
 GZ0441  HISTORY     - 1950     MONUMENTED       CGS
 GZ0441  HISTORY     - 1958     GOOD             NGS
 GZ0441  HISTORY     - 20050428 GOOD             KYTC
 GZ0441
 GZ0441                          STATION DESCRIPTION
 GZ0441
 GZ0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0441'2.2 MI S FROM SAND SPRINGS.
 GZ0441'ABOUT 2.25 MILES SOUTH ALONG A ROAD FROM THE POST OFFICE AT
 GZ0441'SAND SPRINGS, AT THE SOUTHWEST CORNER OF A ROAD TRIANGLE, ABOUT
 GZ0441'0.1 MILE SOUTHWEST OF BLUE SPRINGS SCHOOL, SET IN THE TOP OF THE
 GZ0441'NORTHEAST END OF AN OUTCROP OF LIMESTONE, 93 FEET NORTH AND
 GZ0441'ACROSS ROAD FROM NORTH CORNER OF BULLOCKS STORE, 62 FEET NORTHEAST
 GZ0441'OF THE CENTER OF THE JUNCTION, 37 FEET NORTH OF THE CENTER LINE OF
 GZ0441'THE ROAD EAST, 28 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH,
 GZ0441'ABOUT 1 1/2 FEET ABOVE THE ROAD NORTH AND SET IN A DRILL HOLE.
 GZ0441'NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT HANSFORD BY
 GZ0441'GOING ABOUT 0.65 MILE EAST ALONG A POOR ROCKY ROAD.
 GZ0441
 GZ0441                          STATION RECOVERY (1958)
 GZ0441
 GZ0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0441'RECOVERED IN GOOD CONDITION.
 GZ0441
 GZ0441                          STATION RECOVERY (2005)
 GZ0441
 GZ0441'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0999 ***********************************************************************
 GZ0999  DESIGNATION -  J 178
 GZ0999  PID         -  GZ0999
 GZ0999  STATE/COUNTY-  KY/PULASKI
 GZ0999  USGS QUAD   -  EUBANK (1976)
 GZ0999
 GZ0999                         *CURRENT SURVEY CONTROL
 GZ0999  ___________________________________________________________________
 GZ0999* NAD 83(1986)-  37 16 39.     (N)    084 39 27.     (W)     SCALED    
 GZ0999* NAVD 88     -       366.134  (meters)    1201.22   (feet)  ADJUSTED  
 GZ0999  ___________________________________________________________________
 GZ0999  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GZ0999  DYNAMIC HT  -         365.846 (meters)    1200.28  (feet)  COMP
 GZ0999  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 GZ0999
 GZ0999  VERT ORDER  -  FIRST     CLASS II
 GZ0999
 GZ0999.The horizontal coordinates were scaled from a topographic map and have
 GZ0999.an estimated accuracy of +/- 6 seconds.
 GZ0999
 GZ0999.The orthometric height was determined by differential leveling
 GZ0999.and adjusted by the National Geodetic Survey in June 1991..
 GZ0999
 GZ0999.The geoid height was determined by GEOID03.
 GZ0999
 GZ0999.The dynamic height is computed by dividing the NAVD 88
 GZ0999.geopotential number by the normal gravity value computed on the
 GZ0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0999.degrees latitude (g = 980.6199 gals.).
 GZ0999
 GZ0999.The modeled gravity was interpolated from observed gravity values.
 GZ0999
 GZ0999;                    North         East    Units  Estimated Accuracy
 GZ0999;SPC KY1Z     - 1,105,350.    1,596,890.      MT  (+/- 180 meters Scaled)
 GZ0999
 GZ0999                          SUPERSEDED SURVEY CONTROL
 GZ0999
 GZ0999  NGVD 29 (??/??/92)  366.274  (m)         1201.68   (f) ADJ UNCH    1 2
 GZ0999
 GZ0999.Superseded values are not recommended for survey control.
 GZ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0999.See file dsdata.txt to determine how the superseded data were derived.
 GZ0999
 GZ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG076282(NAD 83)
 GZ0999_MARKER: DB = BENCH MARK DISK
 GZ0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0999_SP_SET: CONCRETE POST
 GZ0999_STAMPING: J 178 1950 1201.684
 GZ0999_MARK LOGO: CGS   
 GZ0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0999+STABILITY: SURFACE MOTION
 GZ0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0999+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 GZ0999
 GZ0999  HISTORY     - Date     Condition        Report By
 GZ0999  HISTORY     - 1950     MONUMENTED       CGS
 GZ0999  HISTORY     - 1958     GOOD             NGS
 GZ0999  HISTORY     - 1984     GOOD             NGS
 GZ0999  HISTORY     - 20050510 GOOD             KYDT
 GZ0999
 GZ0999                          STATION DESCRIPTION
 GZ0999
 GZ0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0999'AT EUBANK.
 GZ0999'AT EUBANK, ALONG STATE HIGHWAY 70, ABOUT 150 YARDS EAST ALONG
 GZ0999'HIGHWAY 70 FROM ITS JUNCTION WITH U.S. HIGHWAY 27 AND EUBANK
 GZ0999'BAPTIST CHURCH, AT THE NORTHEAST CORNER OF A CEMETERY, 36 FEET
 GZ0999'EAST OF THE TOMBSTONE OF NORMAN V. RAGEL, 24 FEET SOUTH OF THE
 GZ0999'CENTER LINE OF THE HIGHWAY, 8 FEET EAST OF THE CENTER LINE OF A
 GZ0999'DIM DRIVE WAY ALONG EAST SIDE OF CEMETERY, 8 1/2 FEET NORTHWEST
 GZ0999'OF TELEPHONE POLE NO. 302, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 GZ0999'POST, ABOUT 1 1/2 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 GZ0999'CONCRETE POST PROJECTING 2 INCHES.
 GZ0999
 GZ0999                          STATION RECOVERY (1958)
 GZ0999
 GZ0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0999'RECOVERED IN GOOD CONDITION.
 GZ0999
 GZ0999                          STATION RECOVERY (1984)
 GZ0999
 GZ0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ0999'RECOVERED IN GOOD CONDITION.
 GZ0999
 GZ0999                          STATION RECOVERY (2005)
 GZ0999
 GZ0999'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0999'MARK IS ABOUT 0.8 MILE WEST ALONG KY 70 FROM JUNCTION OF US 27, 150
 GZ0999'YARDS EAST ALONG KY 70 FROM JUNCTION OF KY 1247 AT EUBANK, 6.5 FEET
 GZ0999'NORTHWEST OF A TELEPHONE POLE, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0416 ***********************************************************************
 GZ0416  DESIGNATION -  J 179
 GZ0416  PID         -  GZ0416
 GZ0416  STATE/COUNTY-  KY/PULASKI
 GZ0416  USGS QUAD   -  SHOPVILLE (1987)
 GZ0416
 GZ0416                         *CURRENT SURVEY CONTROL
 GZ0416  ___________________________________________________________________
 GZ0416* NAD 83(1986)-  37 12 38.     (N)    084 27 53.     (W)     SCALED    
 GZ0416* NAVD 88     -       261.924  (meters)     859.33   (feet)  ADJUSTED  
 GZ0416  ___________________________________________________________________
 GZ0416  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GZ0416  DYNAMIC HT  -         261.726 (meters)     858.68  (feet)  COMP
 GZ0416  MODELED GRAV-     979,867.8   (mgal)                       NAVD 88
 GZ0416
 GZ0416  VERT ORDER  -  SECOND    CLASS 0
 GZ0416
 GZ0416.The horizontal coordinates were scaled from a topographic map and have
 GZ0416.an estimated accuracy of +/- 6 seconds.
 GZ0416
 GZ0416.The orthometric height was determined by differential leveling
 GZ0416.and adjusted by the National Geodetic Survey in June 1991..
 GZ0416
 GZ0416.The geoid height was determined by GEOID03.
 GZ0416
 GZ0416.The dynamic height is computed by dividing the NAVD 88
 GZ0416.geopotential number by the normal gravity value computed on the
 GZ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0416.degrees latitude (g = 980.6199 gals.).
 GZ0416
 GZ0416.The modeled gravity was interpolated from observed gravity values.
 GZ0416
 GZ0416;                    North         East    Units  Estimated Accuracy
 GZ0416;SPC KY1Z     - 1,098,140.    1,614,080.      MT  (+/- 180 meters Scaled)
 GZ0416
 GZ0416                          SUPERSEDED SURVEY CONTROL
 GZ0416
 GZ0416  NGVD 29 (??/??/92)  262.090  (m)          859.87   (f) ADJ UNCH    2 0
 GZ0416
 GZ0416.Superseded values are not recommended for survey control.
 GZ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0416.See file dsdata.txt to determine how the superseded data were derived.
 GZ0416
 GZ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG249212(NAD 83)
 GZ0416_MARKER: DB = BENCH MARK DISK
 GZ0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0416_SP_SET: BRIDGE
 GZ0416_STAMPING: J 179 1950 859.874
 GZ0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0416
 GZ0416  HISTORY     - Date     Condition        Report By
 GZ0416  HISTORY     - 1950     MONUMENTED       CGS
 GZ0416  HISTORY     - 1958     GOOD             NGS
 GZ0416
 GZ0416                          STATION DESCRIPTION
 GZ0416
 GZ0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0416'4.2 MI N FROM SHOPVILLE.
 GZ0416'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0416'SHOPVILLE, THENCE ABOUT 1.45 MILES NORTHEAST ALONG A GRAVEL
 GZ0416'ROAD, THENCE ABOUT 0.6 MILE NORTHWEST ALONG A GRAVEL ROAD,
 GZ0416'THENCE ABOUT 1.95 MILE NORTH ALONG STATE HIGHWAY 461, SET IN
 GZ0416'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT
 GZ0416'OF A 210-FOOT CONCRETE BRIDGE OVER BUCK CREEK, 15 FEET NORTHWEST
 GZ0416'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 GZ0416'HIGHWAY.
 GZ0416
 GZ0416                          STATION RECOVERY (1958)
 GZ0416
 GZ0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0416 ***********************************************************************
 HB0416  DESIGNATION -  J 18
 HB0416  PID         -  HB0416
 HB0416  STATE/COUNTY-  KY/MCCRACKEN
 HB0416  USGS QUAD   -  PADUCAH EAST (1982)
 HB0416
 HB0416                         *CURRENT SURVEY CONTROL
 HB0416  ___________________________________________________________________
 HB0416* NAD 83(1986)-  37 03 07.     (N)    088 34 31.     (W)     SCALED    
 HB0416* NAVD 88     -       103.428  (meters)     339.33   (feet)  ADJUSTED  
 HB0416  ___________________________________________________________________
 HB0416  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 HB0416  DYNAMIC HT  -         103.352 (meters)     339.08  (feet)  COMP
 HB0416  MODELED GRAV-     979,893.2   (mgal)                       NAVD 88
 HB0416
 HB0416  VERT ORDER  -  FIRST     CLASS I
 HB0416
 HB0416.The horizontal coordinates were scaled from a topographic map and have
 HB0416.an estimated accuracy of +/- 6 seconds.
 HB0416
 HB0416.The orthometric height was determined by differential leveling
 HB0416.and adjusted by the National Geodetic Survey in June 1991..
 HB0416
 HB0416.The geoid height was determined by GEOID03.
 HB0416
 HB0416.The dynamic height is computed by dividing the NAVD 88
 HB0416.geopotential number by the normal gravity value computed on the
 HB0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0416.degrees latitude (g = 980.6199 gals.).
 HB0416
 HB0416.The modeled gravity was interpolated from observed gravity values.
 HB0416
 HB0416;                    North         East    Units  Estimated Accuracy
 HB0416;SPC KY1Z     - 1,083,560.    1,248,730.      MT  (+/- 180 meters Scaled)
 HB0416
 HB0416                          SUPERSEDED SURVEY CONTROL
 HB0416
 HB0416  NGVD 29 (??/??/??)  103.451  (m)          339.41   (f) ADJUSTED    1 1
 HB0416
 HB0416.Superseded values are not recommended for survey control.
 HB0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0416.See file dsdata.txt to determine how the superseded data were derived.
 HB0416
 HB0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG599017(NAD 83)
 HB0416_MARKER: DB = BENCH MARK DISK
 HB0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0416_STAMPING: J 18 1933
 HB0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0416+STABILITY: SURFACE MOTION
 HB0416
 HB0416  HISTORY     - Date     Condition        Report By
 HB0416  HISTORY     - 1933     MONUMENTED       CGS
 HB0416  HISTORY     - 1968     GOOD             CGS
 HB0416  HISTORY     - 1972     GOOD             NGS
 HB0416  HISTORY     - 1978     GOOD             DOD
 HB0416  HISTORY     - 1978     GOOD             DOD
 HB0416  HISTORY     - 1978     GOOD             DOD
 HB0416
 HB0416                          STATION DESCRIPTION
 HB0416
 HB0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0416'3.2 MI SE FROM PADUCAH.
 HB0416'ABOUT 0.45 MILE SOUTHWEST ALONG BROADWAY FROM THE POST OFFICE
 HB0416'AT PADUCAH, THENCE 2.75 MILES SOUTHEAST ALONG THE ILLINOIS
 HB0416'CENTRAL RAILROAD, 0.05 MILE SOUTHEAST OF MILEPOST 223, 49 FEET
 HB0416'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 37 FEET
 HB0416'NORTHWEST OF THE CENTERLINE OF YARBRO LANE, 116 FEET SOUTHWEST
 HB0416'AND ACROSS THE TRACK FROM THE CENTERLINE OF BENTON ROAD, 48
 HB0416'FEET NORTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 17
 HB0416'FEET NORTHWEST OF A TELEPHONE POLE, 1.0 FOOT EAST OF A METAL
 HB0416'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND
 HB0416'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 HB0416
 HB0416                          STATION RECOVERY (1972)
 HB0416
 HB0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0416'RECOVERED IN GOOD CONDITION.
 HB0416
 HB0416                          STATION RECOVERY (1978)
 HB0416
 HB0416'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 HB0416'RECOVERED IN GOOD CONDITION.
 HB0416
 HB0416                          STATION RECOVERY (1978)
 HB0416
 HB0416'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 HB0416'RECOVERED IN GOOD CONDITION.
 HB0416
 HB0416                          STATION RECOVERY (1978)
 HB0416
 HB0416'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 HB0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1074 ***********************************************************************
 GZ1074  DESIGNATION -  J 180
 GZ1074  PID         -  GZ1074
 GZ1074  STATE/COUNTY-  KY/PULASKI
 GZ1074  USGS QUAD   -  BOBTOWN (1987)
 GZ1074
 GZ1074                         *CURRENT SURVEY CONTROL
 GZ1074  ___________________________________________________________________
 GZ1074* NAD 83(1986)-  37 10 17.     (N)    084 33 24.     (W)     SCALED    
 GZ1074* NAVD 88     -       339.908  (meters)    1115.18   (feet)  ADJUSTED  
 GZ1074  ___________________________________________________________________
 GZ1074  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GZ1074  DYNAMIC HT  -         339.647 (meters)    1114.33  (feet)  COMP
 GZ1074  MODELED GRAV-     979,853.9   (mgal)                       NAVD 88
 GZ1074
 GZ1074  VERT ORDER  -  SECOND    CLASS 0
 GZ1074
 GZ1074.The horizontal coordinates were scaled from a topographic map and have
 GZ1074.an estimated accuracy of +/- 6 seconds.
 GZ1074
 GZ1074.The orthometric height was determined by differential leveling
 GZ1074.and adjusted by the National Geodetic Survey in June 1991..
 GZ1074
 GZ1074.The geoid height was determined by GEOID03.
 GZ1074
 GZ1074.The dynamic height is computed by dividing the NAVD 88
 GZ1074.geopotential number by the normal gravity value computed on the
 GZ1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1074.degrees latitude (g = 980.6199 gals.).
 GZ1074
 GZ1074.The modeled gravity was interpolated from observed gravity values.
 GZ1074
 GZ1074;                    North         East    Units  Estimated Accuracy
 GZ1074;SPC KY1Z     - 1,093,690.    1,605,980.      MT  (+/- 180 meters Scaled)
 GZ1074
 GZ1074                          SUPERSEDED SURVEY CONTROL
 GZ1074
 GZ1074  NGVD 29 (??/??/92)  340.063  (m)         1115.69   (f) ADJ UNCH    2 0
 GZ1074
 GZ1074.Superseded values are not recommended for survey control.
 GZ1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1074.See file dsdata.txt to determine how the superseded data were derived.
 GZ1074
 GZ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG169166(NAD 83)
 GZ1074_MARKER: DB = BENCH MARK DISK
 GZ1074_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1074_SP_SET: ROCK OUTCROP
 GZ1074_STAMPING: J 180 1950 1115.690
 GZ1074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1074+STABILITY: POSITION/ELEVATION WELL
 GZ1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1074+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 GZ1074
 GZ1074  HISTORY     - Date     Condition        Report By
 GZ1074  HISTORY     - 1950     MONUMENTED       CGS
 GZ1074  HISTORY     - 1983     GOOD             KYDT
 GZ1074  HISTORY     - 20050509 GOOD             KYDT
 GZ1074
 GZ1074                          STATION DESCRIPTION
 GZ1074
 GZ1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1074'5 MI E FROM SCIENCE HILL.
 GZ1074'ABOUT 5.0 MILES EAST ALONG A ROAD FROM THE SOUTHERN RAILWAY
 GZ1074'STATION AT SCIENCE HILL, ABOUT 0.3 MILE EAST OF THE INTERSECTION
 GZ1074'OF STATE HIGHWAY 39, ABOUT 0.35 MILE NORTHWEST OF THE JUNCTION
 GZ1074'OF A DIM ROAD NORTHEAST, ABOUT 100 FEET WEST OF A CURVE IN THE
 GZ1074'ROAD WITH TANGENTS EXTENDING SOUTH AND WEST, SET IN THE TOP
 GZ1074'OF AN OUTCROP OF LIMESTONE, 66 FEET EAST OF A FENCE CORNER,
 GZ1074'28 FEET NORTH OF THE CENTER LINE OF THE ROAD, 22 1/2 FEET
 GZ1074'NORTHWEST OF A 12-INCH CEDAR TREE, AND ABOUT 3 1/2 FEET ABOVE
 GZ1074'THE ROAD.  NOTE-- MARK MAY BE REACHED FROM THE SCHOOL AT SHOPVILLE
 GZ1074'BY GOING ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 80 TO JUNCTION
 GZ1074'OF STATE HIGHWAY 461 AND DIM ROAD NORTH, THENCE ABOUT 0.25
 GZ1074'MILE NORTH ALONG DIM ROAD, THENCE ABOUT 0.75 MILE WEST ALONG
 GZ1074'DIM DIRT ROAD, THENCE ABOUT 2.05 MILES NORTH AND NORTHWEST
 GZ1074'ALONG DIM DIRT ROAD.  NOTE-- MARK MAY BE REACHED FROM THE POST
 GZ1074'OFFICE AT DABNEY BY GOING ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY
 GZ1074'39, THENCE ABOUT 0.3 MILE EAST ALONG A DIRT ROAD.  RECOVERED
 GZ1074'AS DESCRIBED IN JUNE 1958 AND THE MARK IS ALSO 54 FEET NORTHEAST
 GZ1074'OF THE CENTER OF A BOARD GATE AND INSIDE A PASTURE.
 GZ1074
 GZ1074                          STATION RECOVERY (1983)
 GZ1074
 GZ1074'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1074'RECOVERED IN GOOD CONDITION.
 GZ1074
 GZ1074                          STATION RECOVERY (2005)
 GZ1074
 GZ1074'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1074'MARK IS ABOUT 0.3 MILE EAST ALONG COLEMAN ROAD FROM JUNCTION OF KY 39,
 GZ1074'ABOUT 48 YARDS SOUTHWEST OF SOUTH KY RECC POWER POLE 104686, 14 FEET
 GZ1074'NORTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0310 ***********************************************************************
 GZ0310  DESIGNATION -  J 181
 GZ0310  PID         -  GZ0310
 GZ0310  STATE/COUNTY-  KY/LAUREL
 GZ0310  USGS QUAD   -  LONDON (1969)
 GZ0310
 GZ0310                         *CURRENT SURVEY CONTROL
 GZ0310  ___________________________________________________________________
 GZ0310* NAD 83(1986)-  37 12 40.     (N)    084 04 12.     (W)     SCALED    
 GZ0310* NAVD 88     -       319.406  (meters)    1047.92   (feet)  ADJUSTED  
 GZ0310  ___________________________________________________________________
 GZ0310  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GZ0310  DYNAMIC HT  -         319.155 (meters)    1047.09  (feet)  COMP
 GZ0310  MODELED GRAV-     979,837.4   (mgal)                       NAVD 88
 GZ0310
 GZ0310  VERT ORDER  -  SECOND    CLASS 0
 GZ0310
 GZ0310.The horizontal coordinates were scaled from a topographic map and have
 GZ0310.an estimated accuracy of +/- 6 seconds.
 GZ0310
 GZ0310.The orthometric height was determined by differential leveling
 GZ0310.and adjusted by the National Geodetic Survey in June 1991..
 GZ0310
 GZ0310.The geoid height was determined by GEOID03.
 GZ0310
 GZ0310.The dynamic height is computed by dividing the NAVD 88
 GZ0310.geopotential number by the normal gravity value computed on the
 GZ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0310.degrees latitude (g = 980.6199 gals.).
 GZ0310
 GZ0310.The modeled gravity was interpolated from observed gravity values.
 GZ0310
 GZ0310;                    North         East    Units  Estimated Accuracy
 GZ0310;SPC KY1Z     - 1,098,760.    1,649,110.      MT  (+/- 180 meters Scaled)
 GZ0310
 GZ0310                          SUPERSEDED SURVEY CONTROL
 GZ0310
 GZ0310  NGVD 29 (??/??/92)  319.562  (m)         1048.43   (f) ADJ UNCH    2 0
 GZ0310
 GZ0310.Superseded values are not recommended for survey control.
 GZ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0310.See file dsdata.txt to determine how the superseded data were derived.
 GZ0310
 GZ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG600223(NAD 83)
 GZ0310_MARKER: DB = BENCH MARK DISK
 GZ0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0310_SP_SET: BRIDGE
 GZ0310_STAMPING: J 181 1950 1048.430
 GZ0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0310
 GZ0310  HISTORY     - Date     Condition        Report By
 GZ0310  HISTORY     - 1950     MONUMENTED       CGS
 GZ0310  HISTORY     - 1957     GOOD             NGS
 GZ0310
 GZ0310                          STATION DESCRIPTION
 GZ0310
 GZ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0310'3.7 MI NE FROM EAST BERNSTADT.
 GZ0310'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM THE LOUISVILLE
 GZ0310'AND NASHVILLE RAILROAD STATION AT EAST BERNSTADT, THENCE ABOUT
 GZ0310'3.5 MILES NORTHEAST ALONG STATE HIGHWAY 30, ABOUT 3.0 MILES
 GZ0310'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 585 AT GREENMOUNT,
 GZ0310'ABOUT 0.3 MILE SOUTHWEST OF THE JUNCTION OF A ROAD EAST, ABOUT
 GZ0310'350 FEET NORTHEAST OF A FARM DRIVE SOUTHEAST, SET IN THE TOP
 GZ0310'OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 10-FOOT
 GZ0310'CONCRETE BRIDGE, 14 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 GZ0310'THE HIGHWAY AND ABOUT 1/2 FOOT BELOW THE HIGHWAY.
 GZ0310
 GZ0310                          STATION RECOVERY (1957)
 GZ0310
 GZ0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2659 ***********************************************************************
 GY2659  DESIGNATION -  J 183
 GY2659  PID         -  GY2659
 GY2659  STATE/COUNTY-  KY/LAUREL
 GY2659  USGS QUAD   -  BLACKWATER (1979)
 GY2659
 GY2659                         *CURRENT SURVEY CONTROL
 GY2659  ___________________________________________________________________
 GY2659* NAD 83(1986)-  37 05 34.     (N)    083 56 01.     (W)     SCALED    
 GY2659* NAVD 88     -       367.728  (meters)    1206.45   (feet)  ADJUSTED  
 GY2659  ___________________________________________________________________
 GY2659  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GY2659  DYNAMIC HT  -         367.430 (meters)    1205.48  (feet)  COMP
 GY2659  MODELED GRAV-     979,811.1   (mgal)                       NAVD 88
 GY2659
 GY2659  VERT ORDER  -  SECOND    CLASS 0
 GY2659
 GY2659.The horizontal coordinates were scaled from a topographic map and have
 GY2659.an estimated accuracy of +/- 6 seconds.
 GY2659
 GY2659.The orthometric height was determined by differential leveling
 GY2659.and adjusted by the National Geodetic Survey in June 1991..
 GY2659
 GY2659.The geoid height was determined by GEOID03.
 GY2659
 GY2659.The dynamic height is computed by dividing the NAVD 88
 GY2659.geopotential number by the normal gravity value computed on the
 GY2659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2659.degrees latitude (g = 980.6199 gals.).
 GY2659
 GY2659.The modeled gravity was interpolated from observed gravity values.
 GY2659
 GY2659;                    North         East    Units  Estimated Accuracy
 GY2659;SPC KY1Z     - 1,085,860.    1,661,470.      MT  (+/- 180 meters Scaled)
 GY2659
 GY2659                          SUPERSEDED SURVEY CONTROL
 GY2659
 GY2659  NGVD 29 (??/??/92)  367.880  (m)         1206.95   (f) ADJ UNCH    2 0
 GY2659
 GY2659.Superseded values are not recommended for survey control.
 GY2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2659.See file dsdata.txt to determine how the superseded data were derived.
 GY2659
 GY2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB392091(NAD 83)
 GY2659_MARKER: DB = BENCH MARK DISK
 GY2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2659_STAMPING: J 183 1950 1206.953
 GY2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2659+STABILITY: SURFACE MOTION
 GY2659
 GY2659  HISTORY     - Date     Condition        Report By
 GY2659  HISTORY     - 1950     MONUMENTED       CGS
 GY2659  HISTORY     - 1957     POOR             NGS
 GY2659  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2659
 GY2659                          STATION DESCRIPTION
 GY2659
 GY2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2659'0.9 MI NW FROM LIDA.
 GY2659'ABOUT 0.9 MILE NORTHWEST ALONG A DIRT ROAD FROM THE PROVIDENCE
 GY2659'BAPTIST CHURCH AT LIDA, ABOUT 0.45 MILE SOUTHEAST OF THE JUNCTION
 GY2659'OF A NORTH-SOUTH GRAVEL ROAD, ABOUT 0.3 MILE SOUTHEAST OF THE
 GY2659'JUNCTION OF A DIM ROAD NORTHEAST, AT AN ABANDONED TWO-STORY FRAME
 GY2659'HOUSE, 95 FEET NORTH AND ACROSS ROAD FROM THE NORTH CORNER OF A
 GY2659'BARN, 56 FEET WEST OF THE WEST CORNER OF HOUSE, 25 FEET NORTHEAST
 GY2659'OF THE CENTER LINE OF THE ROAD, 6 1/2 FEET NORTH OF A TWIN
 GY2659'PERSIMMON TREE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 GY2659'POST, ABOUT 4 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GY2659'POST PROJECTING 4 INCHES.
 GY2659
 GY2659                          STATION RECOVERY (1957)
 GY2659
 GY2659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2659'MARK RECOVERED IN POOR CONDITION.
 GY2659
 GY2659                          STATION RECOVERY (1977)
 GY2659
 GY2659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0319 ***********************************************************************
 GZ0319  DESIGNATION -  J 184
 GZ0319  PID         -  GZ0319
 GZ0319  STATE/COUNTY-  KY/JACKSON
 GZ0319  USGS QUAD   -  PARROT (1976)
 GZ0319
 GZ0319                         *CURRENT SURVEY CONTROL
 GZ0319  ___________________________________________________________________
 GZ0319* NAD 83(1986)-  37 18 23.     (N)    084 01 28.     (W)     SCALED    
 GZ0319* NAVD 88     -       299.431  (meters)     982.38   (feet)  ADJUSTED  
 GZ0319  ___________________________________________________________________
 GZ0319  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GZ0319  DYNAMIC HT  -         299.197 (meters)     981.62  (feet)  COMP
 GZ0319  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 GZ0319
 GZ0319  VERT ORDER  -  SECOND    CLASS 0
 GZ0319
 GZ0319.The horizontal coordinates were scaled from a topographic map and have
 GZ0319.an estimated accuracy of +/- 6 seconds.
 GZ0319
 GZ0319.The orthometric height was determined by differential leveling
 GZ0319.and adjusted by the National Geodetic Survey in June 1991..
 GZ0319
 GZ0319.The geoid height was determined by GEOID03.
 GZ0319
 GZ0319.The dynamic height is computed by dividing the NAVD 88
 GZ0319.geopotential number by the normal gravity value computed on the
 GZ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0319.degrees latitude (g = 980.6199 gals.).
 GZ0319
 GZ0319.The modeled gravity was interpolated from observed gravity values.
 GZ0319
 GZ0319;                    North         East    Units  Estimated Accuracy
 GZ0319;SPC KY1Z     - 1,109,410.    1,652,960.      MT  (+/- 180 meters Scaled)
 GZ0319
 GZ0319                          SUPERSEDED SURVEY CONTROL
 GZ0319
 GZ0319  NGVD 29 (??/??/92)  299.588  (m)          982.90   (f) ADJ UNCH    2 0
 GZ0319
 GZ0319.Superseded values are not recommended for survey control.
 GZ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0319.See file dsdata.txt to determine how the superseded data were derived.
 GZ0319
 GZ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG637330(NAD 83)
 GZ0319_MARKER: DB = BENCH MARK DISK
 GZ0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0319_SP_SET: BRIDGE
 GZ0319_STAMPING: J 184 1950 982.898
 GZ0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0319+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 GZ0319
 GZ0319  HISTORY     - Date     Condition        Report By
 GZ0319  HISTORY     - 1950     MONUMENTED       CGS
 GZ0319  HISTORY     - 1957     POOR             NGS
 GZ0319  HISTORY     - 20050425 GOOD             KYTC
 GZ0319
 GZ0319                          STATION DESCRIPTION
 GZ0319
 GZ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0319'1.8 MI NE FROM PEOPLES.
 GZ0319'ABOUT 1.85 MILES NORTHEAST ALONG STATE HIGHWAY 30 FROM THE
 GZ0319'POST OFFICE AT PEOPLES, ABOUT 0.25 MILE SOUTHWEST OF NICHOLS
 GZ0319'CROSSROADS, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 GZ0319'HEAD WALL OF A 10-FOOT CONCRETE BRIDGE, 250 FEET NORTHEAST
 GZ0319'OF THE JUNCTION OF A DIM ROAD NORTH, 73 FEET SOUTHEAST OF THE
 GZ0319'EAST CORNER OF A WHITE FRAME HOUSE, 17 1/2 FEET NORTHWEST OF
 GZ0319'THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT BELOW THE
 GZ0319'HIGHWAY.  NOTE-- THE MARK IS MUTILATED BUT SOLID.
 GZ0319
 GZ0319                          STATION RECOVERY (1957)
 GZ0319
 GZ0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0319'MARK RECOVERED IN POOR CONDITION.
 GZ0319
 GZ0319                          STATION RECOVERY (2005)
 GZ0319
 GZ0319'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2648 ***********************************************************************
 GY2648  DESIGNATION -  J 185
 GY2648  PID         -  GY2648
 GY2648  STATE/COUNTY-  KY/CLAY
 GY2648  USGS QUAD   -  PORTERSBURG (1979)
 GY2648
 GY2648                         *CURRENT SURVEY CONTROL
 GY2648  ___________________________________________________________________
 GY2648* NAD 83(1986)-  37 13 33.     (N)    083 52 31.     (W)     SCALED    
 GY2648* NAVD 88     -       339.809  (meters)    1114.86   (feet)  ADJUSTED  
 GY2648  ___________________________________________________________________
 GY2648  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GY2648  DYNAMIC HT  -         339.541 (meters)    1113.98  (feet)  COMP
 GY2648  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 GY2648
 GY2648  VERT ORDER  -  SECOND    CLASS 0
 GY2648
 GY2648.The horizontal coordinates were scaled from a topographic map and have
 GY2648.an estimated accuracy of +/- 6 seconds.
 GY2648
 GY2648.The orthometric height was determined by differential leveling
 GY2648.and adjusted by the National Geodetic Survey in June 1991..
 GY2648
 GY2648.The geoid height was determined by GEOID03.
 GY2648
 GY2648.The dynamic height is computed by dividing the NAVD 88
 GY2648.geopotential number by the normal gravity value computed on the
 GY2648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2648.degrees latitude (g = 980.6199 gals.).
 GY2648
 GY2648.The modeled gravity was interpolated from observed gravity values.
 GY2648
 GY2648;                    North         East    Units  Estimated Accuracy
 GY2648;SPC KY1Z     - 1,100,720.    1,666,360.      MT  (+/- 180 meters Scaled)
 GY2648
 GY2648                          SUPERSEDED SURVEY CONTROL
 GY2648
 GY2648  NGVD 29 (??/??/92)  339.964  (m)         1115.37   (f) ADJ UNCH    2 0
 GY2648
 GY2648.Superseded values are not recommended for survey control.
 GY2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2648.See file dsdata.txt to determine how the superseded data were derived.
 GY2648
 GY2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB448237(NAD 83)
 GY2648_MARKER: DB = BENCH MARK DISK
 GY2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2648_STAMPING: J 185 1950 1115.365
 GY2648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2648+STABILITY: SURFACE MOTION
 GY2648
 GY2648  HISTORY     - Date     Condition        Report By
 GY2648  HISTORY     - 1950     MONUMENTED       CGS
 GY2648  HISTORY     - 1957     GOOD             NGS
 GY2648
 GY2648                          STATION DESCRIPTION
 GY2648
 GY2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2648'1.6 MI E FROM FOGERTOWN.
 GY2648'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 472 FROM THE POST
 GY2648'OFFICE AT FOGERTOWN, ABOUT 0.5 MILE WEST OF MURRY SCHOOL, AT THE
 GY2648'RESIDENCE OF R.H. BRIGMAN, 58 FEET SOUTHWEST OF THE SOUTH CORNER
 GY2648'OF HOUSE, 45 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GY2648'36 FEET NORTH OF THE NORTHWEST END OF A 24-INCH PIPE CULVERT
 GY2648'UNDER HIGHWAY, 8 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVE,
 GY2648'1 1/2 FEET NORTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST OF A
 GY2648'WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE HIGHWAY AND SET
 GY2648'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE
 GY2648'POST OFFICE AT FOGERTOWN HAS BEEN CHANGED AND THE MARK IS NOW 1.4
 GY2648'MILES FROM THE NEW ONE.
 GY2648
 GY2648                          STATION RECOVERY (1957)
 GY2648
 GY2648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2790 ***********************************************************************
 GY2790  DESIGNATION -  J 187
 GY2790  PID         -  GY2790
 GY2790  STATE/COUNTY-  KY/CLAY
 GY2790  USGS QUAD   -  BIG CREEK (1979)
 GY2790
 GY2790                         *CURRENT SURVEY CONTROL
 GY2790  ___________________________________________________________________
 GY2790* NAD 83(1986)-  37 10 01.     (N)    083 35 16.     (W)     SCALED    
 GY2790* NAVD 88     -       259.666  (meters)     851.92   (feet)  ADJUSTED  
 GY2790  ___________________________________________________________________
 GY2790  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GY2790  DYNAMIC HT  -         259.457 (meters)     851.24  (feet)  COMP
 GY2790  MODELED GRAV-     979,821.0   (mgal)                       NAVD 88
 GY2790
 GY2790  VERT ORDER  -  SECOND    CLASS 0
 GY2790
 GY2790.The horizontal coordinates were scaled from a topographic map and have
 GY2790.an estimated accuracy of +/- 6 seconds.
 GY2790
 GY2790.The orthometric height was determined by differential leveling
 GY2790.and adjusted by the National Geodetic Survey in June 1991..
 GY2790
 GY2790.The geoid height was determined by GEOID03.
 GY2790
 GY2790.The dynamic height is computed by dividing the NAVD 88
 GY2790.geopotential number by the normal gravity value computed on the
 GY2790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2790.degrees latitude (g = 980.6199 gals.).
 GY2790
 GY2790.The modeled gravity was interpolated from observed gravity values.
 GY2790
 GY2790;                    North         East    Units  Estimated Accuracy
 GY2790;SPC KY1Z     - 1,094,740.    1,692,020.      MT  (+/- 180 meters Scaled)
 GY2790
 GY2790                          SUPERSEDED SURVEY CONTROL
 GY2790
 GY2790  NGVD 29 (??/??/92)  259.825  (m)          852.44   (f) ADJ UNCH    2 0
 GY2790
 GY2790.Superseded values are not recommended for survey control.
 GY2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2790.See file dsdata.txt to determine how the superseded data were derived.
 GY2790
 GY2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB702165(NAD 83)
 GY2790_MARKER: DB = BENCH MARK DISK
 GY2790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2790_STAMPING: J 187 1950 852.443
 GY2790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2790+STABILITY: SURFACE MOTION
 GY2790
 GY2790  HISTORY     - Date     Condition        Report By
 GY2790  HISTORY     - 1950     MONUMENTED       CGS
 GY2790  HISTORY     - 1957     GOOD             NGS
 GY2790
 GY2790                          STATION DESCRIPTION
 GY2790
 GY2790'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2790'1 MI SE FROM ERILINE.
 GY2790'ABOUT 1.0 MILE SOUTHEAST ALONG A ROAD FOLLOWING RED BIRD RIVER
 GY2790'FROM THE POST OFFICE AT ERILINE, ABOUT 0.9 MILE NORTHEAST OF
 GY2790'THE JUNCTION OF STATE HIGHWAY 80, AT A HOUSE OWNED BY WILLIE
 GY2790'HOLLAND, 105 FEET NORTH OF THE NORTHEAST CORNER OF HOUSE, 57
 GY2790'FEET SOUTH OF THE WEST END OF AN 18-INCH PIPE CULVERT UNDER
 GY2790'ROAD, 27 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 24 1/2
 GY2790'FEET NORTH OF THE NORTHEAST CORNER OF A SMALL SHED, 1 1/2 FEET
 GY2790'EAST OF A FENCE LINE, ABOUT 4 FEET ABOVE THE ROAD AND SET IN
 GY2790'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK
 GY2790'MAY BE REACHED FROM THE POST OFFICE AT BIG CREEK BY GOING ABOUT
 GY2790'1.7 MILES WEST ALONG STATE HIGHWAY 80, THENCE ABOUT 0.9 MILE
 GY2790'NORTHEAST ALONG A ROAD LEADING TO ERILINE.
 GY2790
 GY2790                          STATION RECOVERY (1957)
 GY2790
 GY2790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2403 ***********************************************************************
 GY2403  DESIGNATION -  J 188
 GY2403  PID         -  GY2403
 GY2403  STATE/COUNTY-  KY/LESLIE
 GY2403  USGS QUAD   -  HYDEN WEST (1980)
 GY2403
 GY2403                         *CURRENT SURVEY CONTROL
 GY2403  ___________________________________________________________________
 GY2403* NAD 83(1986)-  37 12 16.     (N)    083 29 20.     (W)     SCALED    
 GY2403* NAVD 88     -       378.545  (meters)    1241.94   (feet)  ADJUSTED  
 GY2403  ___________________________________________________________________
 GY2403  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GY2403  DYNAMIC HT  -         378.234 (meters)    1240.92  (feet)  COMP
 GY2403  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 GY2403
 GY2403  VERT ORDER  -  SECOND    CLASS 0
 GY2403
 GY2403.The horizontal coordinates were scaled from a topographic map and have
 GY2403.an estimated accuracy of +/- 6 seconds.
 GY2403
 GY2403.The orthometric height was determined by differential leveling
 GY2403.and adjusted by the National Geodetic Survey in June 1991..
 GY2403
 GY2403.The geoid height was determined by GEOID03.
 GY2403
 GY2403.The dynamic height is computed by dividing the NAVD 88
 GY2403.geopotential number by the normal gravity value computed on the
 GY2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2403.degrees latitude (g = 980.6199 gals.).
 GY2403
 GY2403.The modeled gravity was interpolated from observed gravity values.
 GY2403
 GY2403;                    North         East    Units  Estimated Accuracy
 GY2403;SPC KY1Z     - 1,099,110.    1,700,700.      MT  (+/- 180 meters Scaled)
 GY2403
 GY2403                          SUPERSEDED SURVEY CONTROL
 GY2403
 GY2403  NGVD 29 (??/??/92)  378.70   (m)         1242.5    (f) COMPUTED    2 0
 GY2403
 GY2403.Superseded values are not recommended for survey control.
 GY2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2403.See file dsdata.txt to determine how the superseded data were derived.
 GY2403
 GY2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB791204(NAD 83)
 GY2403_MARKER: DB = BENCH MARK DISK
 GY2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2403_STAMPING: J 188 1950 1242.452
 GY2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2403+STABILITY: SURFACE MOTION
 GY2403
 GY2403  HISTORY     - Date     Condition        Report By
 GY2403  HISTORY     - 1950     MONUMENTED       CGS
 GY2403  HISTORY     - 1957     GOOD             NGS
 GY2403  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2403  HISTORY     - 20020328 MARK NOT FOUND   KYDT
 GY2403
 GY2403                          STATION DESCRIPTION
 GY2403
 GY2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2403'1.8 MI S FROM SIZEROCK.
 GY2403'ABOUT 1.8 MILES SOUTH ALONG A ROAD FROM THE SCHOOL AT SIZEROCK,
 GY2403'ON THE NORTH SLOPE OF A HILL, 60 FEET SOUTH OF THE SOUTHEAST
 GY2403'CORNER OF A TWO ROOM LOG SHACK, 27 FEET WEST OF THE CENTER LINE
 GY2403'OF THE ROAD, 19 FEET NORTHEAST OF A POWER POLE WITH TRANSFORMER,
 GY2403'16 FEET SOUTHWEST OF THE WEST END OF A 24-INCH PIPE CULVERT UNDER
 GY2403'ROAD, ABOUT 1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 GY2403'CONCRETE POST PROJECTING 5 INCHES.
 GY2403
 GY2403                          STATION RECOVERY (1957)
 GY2403
 GY2403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2403'RECOVERED IN GOOD CONDITION.
 GY2403
 GY2403                          STATION RECOVERY (1977)
 GY2403
 GY2403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2403'MARK NOT FOUND.
 GY2403
 GY2403                          STATION RECOVERY (2002)
 GY2403
 GY2403'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2673 ***********************************************************************
 GY2673  DESIGNATION -  J 189
 GY2673  PID         -  GY2673
 GY2673  STATE/COUNTY-  KY/CLAY
 GY2673  USGS QUAD   -  HIMA (1979)
 GY2673
 GY2673                         *CURRENT SURVEY CONTROL
 GY2673  ___________________________________________________________________
 GY2673* NAD 83(1986)-  37 04 06.     (N)    083 49 11.     (W)     SCALED    
 GY2673* NAVD 88     -       280.281  (meters)     919.56   (feet)  ADJUSTED  
 GY2673  ___________________________________________________________________
 GY2673  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GY2673  DYNAMIC HT  -         280.057 (meters)     918.82  (feet)  COMP
 GY2673  MODELED GRAV-     979,822.8   (mgal)                       NAVD 88
 GY2673
 GY2673  VERT ORDER  -  SECOND    CLASS 0
 GY2673
 GY2673.The horizontal coordinates were scaled from a topographic map and have
 GY2673.an estimated accuracy of +/- 6 seconds.
 GY2673
 GY2673.The orthometric height was determined by differential leveling
 GY2673.and adjusted by the National Geodetic Survey in June 1991..
 GY2673
 GY2673.The geoid height was determined by GEOID03.
 GY2673
 GY2673.The dynamic height is computed by dividing the NAVD 88
 GY2673.geopotential number by the normal gravity value computed on the
 GY2673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2673.degrees latitude (g = 980.6199 gals.).
 GY2673
 GY2673.The modeled gravity was interpolated from observed gravity values.
 GY2673
 GY2673;                    North         East    Units  Estimated Accuracy
 GY2673;SPC KY1Z     - 1,083,350.    1,671,650.      MT  (+/- 180 meters Scaled)
 GY2673
 GY2673                          SUPERSEDED SURVEY CONTROL
 GY2673
 GY2673  NGVD 29 (??/??/92)  280.438  (m)          920.07   (f) ADJ UNCH    2 0
 GY2673
 GY2673.Superseded values are not recommended for survey control.
 GY2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2673.See file dsdata.txt to determine how the superseded data were derived.
 GY2673
 GY2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB493061(NAD 83)
 GY2673_MARKER: DB = BENCH MARK DISK
 GY2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2673_STAMPING: J 189 1950 920.070
 GY2673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2673+STABILITY: SURFACE MOTION
 GY2673
 GY2673  HISTORY     - Date     Condition        Report By
 GY2673  HISTORY     - 1950     MONUMENTED       CGS
 GY2673  HISTORY     - 1957     GOOD             NGS
 GY2673
 GY2673                          STATION DESCRIPTION
 GY2673
 GY2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2673'1.2 MI W FROM COTTONGIN.
 GY2673'ABOUT 0.15 MILES SOUTH ALONG STATE HIGHWAY 11 FROM CONCRETE
 GY2673'BRIDGE OVER GOOSE CREEK, THENCE ABOUT 1.0 MILE NORTHWEST ALONG
 GY2673'A DIRT ROAD, AT THE RESIDENCE OF ROY BROWN, 65 FEET SOUTH OF
 GY2673'THE SOUTH CORNER OF THE HOUSE, 41 FEET NORTH OF THE JUNCTION
 GY2673'OF A DIM ROAD NORTHWEST, 43 FEET SOUTHWEST AND ACROSS ROAD
 GY2673'FROM A 10-INCH FORKED SYCAMORE TREE, 16 1/2 FEET SOUTHWEST OF
 GY2673'THE CENTER LINE OF THE DIM ROAD NORTHWEST, 13 FEET NORTHWEST OF
 GY2673'A FENCE CORNER, 1 1/2 FEET NORTHEAST OF A FENCE LINE, ABOUT
 GY2673'2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GY2673'PROJECTING 4 INCHES.
 GY2673
 GY2673                          STATION RECOVERY (1957)
 GY2673
 GY2673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0445 ***********************************************************************
 HB0445  DESIGNATION -  J 19
 HB0445  PID         -  HB0445
 HB0445  STATE/COUNTY-  KY/MCCRACKEN
 HB0445  USGS QUAD   -  PADUCAH EAST (1982)
 HB0445
 HB0445                         *CURRENT SURVEY CONTROL
 HB0445  ___________________________________________________________________
 HB0445* NAD 83(1986)-  37 01 56.     (N)    088 35 07.     (W)     SCALED    
 HB0445* NAVD 88     -       103.462  (meters)     339.44   (feet)  ADJUSTED  
 HB0445  ___________________________________________________________________
 HB0445  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HB0445  DYNAMIC HT  -         103.385 (meters)     339.19  (feet)  COMP
 HB0445  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 HB0445
 HB0445  VERT ORDER  -  FIRST     CLASS II
 HB0445
 HB0445.The horizontal coordinates were scaled from a topographic map and have
 HB0445.an estimated accuracy of +/- 6 seconds.
 HB0445
 HB0445.The orthometric height was determined by differential leveling
 HB0445.and adjusted by the National Geodetic Survey in June 1991..
 HB0445
 HB0445.The geoid height was determined by GEOID03.
 HB0445
 HB0445.The dynamic height is computed by dividing the NAVD 88
 HB0445.geopotential number by the normal gravity value computed on the
 HB0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0445.degrees latitude (g = 980.6199 gals.).
 HB0445
 HB0445.The modeled gravity was interpolated from observed gravity values.
 HB0445
 HB0445;                    North         East    Units  Estimated Accuracy
 HB0445;SPC KY1Z     - 1,081,400.    1,247,770.      MT  (+/- 180 meters Scaled)
 HB0445
 HB0445                          SUPERSEDED SURVEY CONTROL
 HB0445
 HB0445  NGVD 29 (??/??/??)  103.481  (m)          339.50   (f) ADJUSTED    1 2
 HB0445
 HB0445.Superseded values are not recommended for survey control.
 HB0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0445.See file dsdata.txt to determine how the superseded data were derived.
 HB0445
 HB0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF590996(NAD 83)
 HB0445_MARKER: DB = BENCH MARK DISK
 HB0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0445_STAMPING: J 19 1933
 HB0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0445+STABILITY: SURFACE MOTION
 HB0445
 HB0445  HISTORY     - Date     Condition        Report By
 HB0445  HISTORY     - 1933     MONUMENTED       CGS
 HB0445  HISTORY     - 1934     GOOD             CGS
 HB0445  HISTORY     - 1972     GOOD             NGS
 HB0445
 HB0445                          STATION DESCRIPTION
 HB0445
 HB0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HB0445'2.6 MI S FROM PADUCAH.
 HB0445'2.6 MILE SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 HB0445'RAILWAY FROM UNION STATION AT PADUCAH, MC CRACKEN COUNTY, 3
 HB0445'POLES SOUTH OF MILEPOST 4, 40 FEET EAST OF THE TRACK, AND 15
 HB0445'FEET NORTH OF A PRIVATE ROAD.  A STANDARD DISK, STAMPED J 19 1933
 HB0445'AND SET IN THE TOP OF A CONCRETE POST.
 HB0445
 HB0445                          STATION RECOVERY (1972)
 HB0445
 HB0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2698 ***********************************************************************
 GY2698  DESIGNATION -  J 190
 GY2698  PID         -  GY2698
 GY2698  STATE/COUNTY-  KY/CLAY
 GY2698  USGS QUAD   -  OGLE (1979)
 GY2698
 GY2698                         *CURRENT SURVEY CONTROL
 GY2698  ___________________________________________________________________
 GY2698* NAD 83(1986)-  37 01 52.     (N)    083 41 59.     (W)     SCALED    
 GY2698* NAVD 88     -       287.510  (meters)     943.27   (feet)  ADJUSTED  
 GY2698  ___________________________________________________________________
 GY2698  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GY2698  DYNAMIC HT  -         287.277 (meters)     942.51  (feet)  COMP
 GY2698  MODELED GRAV-     979,813.0   (mgal)                       NAVD 88
 GY2698
 GY2698  VERT ORDER  -  SECOND    CLASS 0
 GY2698
 GY2698.The horizontal coordinates were scaled from a topographic map and have
 GY2698.an estimated accuracy of +/- 6 seconds.
 GY2698
 GY2698.The orthometric height was determined by differential leveling
 GY2698.and adjusted by the National Geodetic Survey in June 1991..
 GY2698
 GY2698.The geoid height was determined by GEOID03.
 GY2698
 GY2698.The dynamic height is computed by dividing the NAVD 88
 GY2698.geopotential number by the normal gravity value computed on the
 GY2698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2698.degrees latitude (g = 980.6199 gals.).
 GY2698
 GY2698.The modeled gravity was interpolated from observed gravity values.
 GY2698
 GY2698;                    North         East    Units  Estimated Accuracy
 GY2698;SPC KY1Z     - 1,079,450.    1,682,410.      MT  (+/- 180 meters Scaled)
 GY2698
 GY2698                          SUPERSEDED SURVEY CONTROL
 GY2698
 GY2698  NGVD 29 (??/??/92)  287.667  (m)          943.79   (f) ADJ UNCH    2 0
 GY2698
 GY2698.Superseded values are not recommended for survey control.
 GY2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2698.See file dsdata.txt to determine how the superseded data were derived.
 GY2698
 GY2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB598017(NAD 83)
 GY2698_MARKER: DB = BENCH MARK DISK
 GY2698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2698_STAMPING: J 190 1950 943.787
 GY2698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2698+STABILITY: SURFACE MOTION
 GY2698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2698+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2002
 GY2698
 GY2698  HISTORY     - Date     Condition        Report By
 GY2698  HISTORY     - 1950     MONUMENTED       CGS
 GY2698  HISTORY     - 1957     GOOD             NGS
 GY2698  HISTORY     - 20020329 GOOD             KYDT
 GY2698
 GY2698                          STATION DESCRIPTION
 GY2698
 GY2698'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2698'0.8 MI NE FROM OGLE.
 GY2698'ABOUT 0.85 MILE NORTHEAST ALONG A NARROW GRAVEL ROAD FROM WOODEN
 GY2698'BRIDGE OVER A CREEK AND POST OFFICE AT OGLE, ABOUT 0.4 MILE WEST
 GY2698'OF A BRIDGE OVER OTTER CREEK, AT A FARM HOUSE, 75 FEET SOUTHEAST
 GY2698'OF SOUTHEAST CORNER OF HOUSE, 33 FEET NORTH OF CENTER LINE OF
 GY2698'ROAD, 23 FEET NORTH OF A FENCE CORNER, 10 FEET SOUTH OF SOUTHEAST
 GY2698'CORNER OF A BARN, 1 1/2 FEET WEST OF A FENCE LINE, ABOUT 2 1/2
 GY2698'FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 GY2698'PROJECTING 5 INCHES.
 GY2698
 GY2698                          STATION RECOVERY (1957)
 GY2698
 GY2698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2698'RECOVERED IN GOOD CONDITION.
 GY2698
 GY2698                          STATION RECOVERY (2002)
 GY2698
 GY2698'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2698'MARK IS 15 FEET EAST OF NORTHEAST CORNER OF A SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0299 ***********************************************************************
 GB0299  DESIGNATION -  J 191
 GB0299  PID         -  GB0299
 GB0299  STATE/COUNTY-  KY/WHITLEY
 GB0299  USGS QUAD   -  WOFFORD (1982)
 GB0299
 GB0299                         *CURRENT SURVEY CONTROL
 GB0299  ___________________________________________________________________
 GB0299* NAD 83(1986)-  36 48 45.     (N)    084 11 23.     (W)     SCALED    
 GB0299* NAVD 88     -       351.038  (meters)    1151.70   (feet)  ADJUSTED  
 GB0299  ___________________________________________________________________
 GB0299  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 GB0299  DYNAMIC HT  -         350.751 (meters)    1150.76  (feet)  COMP
 GB0299  MODELED GRAV-     979,803.5   (mgal)                       NAVD 88
 GB0299
 GB0299  VERT ORDER  -  SECOND    CLASS 0
 GB0299
 GB0299.The horizontal coordinates were scaled from a topographic map and have
 GB0299.an estimated accuracy of +/- 6 seconds.
 GB0299
 GB0299.The orthometric height was determined by differential leveling
 GB0299.and adjusted by the National Geodetic Survey in June 1991..
 GB0299
 GB0299.The geoid height was determined by GEOID03.
 GB0299
 GB0299.The dynamic height is computed by dividing the NAVD 88
 GB0299.geopotential number by the normal gravity value computed on the
 GB0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0299.degrees latitude (g = 980.6199 gals.).
 GB0299
 GB0299.The modeled gravity was interpolated from observed gravity values.
 GB0299
 GB0299;                    North         East    Units  Estimated Accuracy
 GB0299;SPC KY1Z     - 1,054,350.    1,639,230.      MT  (+/- 180 meters Scaled)
 GB0299
 GB0299                          SUPERSEDED SURVEY CONTROL
 GB0299
 GB0299  NGVD 29 (??/??/92)  351.191  (m)         1152.20   (f) ADJ UNCH    2 0
 GB0299
 GB0299.Superseded values are not recommended for survey control.
 GB0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0299.See file dsdata.txt to determine how the superseded data were derived.
 GB0299
 GB0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF506777(NAD 83)
 GB0299_MARKER: DB = BENCH MARK DISK
 GB0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0299_SP_SET: CULVERT
 GB0299_STAMPING: J 191 1950 1152.199
 GB0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0299+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 GB0299
 GB0299  HISTORY     - Date     Condition        Report By
 GB0299  HISTORY     - 1950     MONUMENTED       CGS
 GB0299  HISTORY     - 1957     GOOD             NGS
 GB0299  HISTORY     - 20060109 GOOD             KYTC
 GB0299
 GB0299                          STATION DESCRIPTION
 GB0299
 GB0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0299'1.8 MI NW FROM GOLD BUG.
 GB0299'ABOUT 1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 25W FROM THE POST
 GB0299'OFFICE AT GOLD BUG, ABOUT 0.65 MILE SOUTHEAST OF THE POST OFFICE
 GB0299'AND CROSSROAD AT CLIO, SET IN THE TOP OF THE WEST END OF THE
 GB0299'NORTH HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT, 23 FEET NORTH
 GB0299'OF THE CENTER LINE OF THE HIGHWAY, 75 FEET WEST OF THE EXTENDED
 GB0299'CENTER LINE OF A DRIVE SOUTH TO A RED BRICK TWO STORY HOUSE, AND
 GB0299'ABOUT 5 FEET BELOW THE HIGHWAY.
 GB0299
 GB0299                          STATION RECOVERY (1957)
 GB0299
 GB0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0299'RECOVERED IN GOOD CONDITION.
 GB0299
 GB0299                          STATION RECOVERY (2006)
 GB0299
 GB0299'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0299'MARK IS 60 FEET WEST OF THE JUNCTION OF US 25W AND AVIATION BLVD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0259 ***********************************************************************
 GB0259  DESIGNATION -  J 192
 GB0259  PID         -  GB0259
 GB0259  STATE/COUNTY-  KY/MCCREARY
 GB0259  USGS QUAD   -  WHITLEY CITY (1982)
 GB0259
 GB0259                         *CURRENT SURVEY CONTROL
 GB0259  ___________________________________________________________________
 GB0259* NAD 83(1986)-  36 43 04.     (N)    084 22 54.     (W)     SCALED    
 GB0259* NAVD 88     -       319.852  (meters)    1049.38   (feet)  ADJUSTED  
 GB0259  ___________________________________________________________________
 GB0259  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB0259  DYNAMIC HT  -         319.597 (meters)    1048.54  (feet)  COMP
 GB0259  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 GB0259
 GB0259  VERT ORDER  -  SECOND    CLASS 0
 GB0259
 GB0259.The horizontal coordinates were scaled from a topographic map and have
 GB0259.an estimated accuracy of +/- 6 seconds.
 GB0259
 GB0259.The orthometric height was determined by differential leveling
 GB0259.and adjusted by the National Geodetic Survey in June 1991..
 GB0259
 GB0259.The geoid height was determined by GEOID03.
 GB0259
 GB0259.The dynamic height is computed by dividing the NAVD 88
 GB0259.geopotential number by the normal gravity value computed on the
 GB0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0259.degrees latitude (g = 980.6199 gals.).
 GB0259
 GB0259.The modeled gravity was interpolated from observed gravity values.
 GB0259
 GB0259;                    North         East    Units  Estimated Accuracy
 GB0259;SPC KY1Z     - 1,043,570.    1,622,260.      MT  (+/- 180 meters Scaled)
 GB0259
 GB0259                          SUPERSEDED SURVEY CONTROL
 GB0259
 GB0259  NGVD 29 (??/??/92)  320.000  (m)         1049.87   (f) ADJ UNCH    2 0
 GB0259
 GB0259.Superseded values are not recommended for survey control.
 GB0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0259.See file dsdata.txt to determine how the superseded data were derived.
 GB0259
 GB0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF338667(NAD 83)
 GB0259_MARKER: DB = BENCH MARK DISK
 GB0259_SETTING: 66 = SET IN ROCK OUTCROP
 GB0259_SP_SET: ROCK OUTCROP
 GB0259_STAMPING: J 192 1950 1049.867
 GB0259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0259+STABILITY: POSITION/ELEVATION WELL
 GB0259
 GB0259  HISTORY     - Date     Condition        Report By
 GB0259  HISTORY     - 1950     MONUMENTED       CGS
 GB0259  HISTORY     - 1957     GOOD             NGS
 GB0259  HISTORY     - 19960619 MARK NOT FOUND   KYDT
 GB0259
 GB0259                          STATION DESCRIPTION
 GB0259
 GB0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0259'6.6 MI E FROM WHITLEY CITY.
 GB0259'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE COURT HOUSE AT
 GB0259'WHITLEY CITY, THENCE ABOUT 6.35 MILES EAST ALONG A BLACK TOP AND
 GB0259'GRAVEL ROAD, AT THE CROSSING OF A SMALL CREEK, SET IN THE TOP OF A
 GB0259'FLAT OUTCROP OF ROCK, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 GB0259'83 FEET WEST OF THE NORTHWEST CORNER OF BRIDGE OVER SMALL STREAM,
 GB0259'33 FEET EAST OF THE EAST FACE OF A SMALL ROCK CLIFF, 5 1/2 FEET WEST
 GB0259'OF A 6-INCH HICKORY TREE, 0.5 FOOT WEST OF THE EAST EDGE OF OUTCROP
 GB0259'AND ABOUT 2 FEET ABOVE THE ROAD.
 GB0259
 GB0259                          STATION RECOVERY (1957)
 GB0259
 GB0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0259'RECOVERED IN GOOD CONDITION.
 GB0259
 GB0259                          STATION RECOVERY (1996)
 GB0259
 GB0259'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0366 ***********************************************************************
 GB0366  DESIGNATION -  J 193
 GB0366  PID         -  GB0366
 GB0366  STATE/COUNTY-  KY/MCCREARY
 GB0366  USGS QUAD   -  WHITLEY CITY (1982)
 GB0366
 GB0366                         *CURRENT SURVEY CONTROL
 GB0366  ___________________________________________________________________
 GB0366* NAD 83(1986)-  36 44 58.     (N)    084 25 01.     (W)     SCALED    
 GB0366* NAVD 88     -       395.399  (meters)    1297.24   (feet)  ADJUSTED  
 GB0366  ___________________________________________________________________
 GB0366  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB0366  DYNAMIC HT  -         395.084 (meters)    1296.20  (feet)  COMP
 GB0366  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 GB0366
 GB0366  VERT ORDER  -  SECOND    CLASS 0
 GB0366
 GB0366.The horizontal coordinates were scaled from a topographic map and have
 GB0366.an estimated accuracy of +/- 6 seconds.
 GB0366
 GB0366.The orthometric height was determined by differential leveling
 GB0366.and adjusted by the National Geodetic Survey in June 1991..
 GB0366
 GB0366.The geoid height was determined by GEOID03.
 GB0366
 GB0366.The dynamic height is computed by dividing the NAVD 88
 GB0366.geopotential number by the normal gravity value computed on the
 GB0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0366.degrees latitude (g = 980.6199 gals.).
 GB0366
 GB0366.The modeled gravity was interpolated from observed gravity values.
 GB0366
 GB0366;                    North         East    Units  Estimated Accuracy
 GB0366;SPC KY1Z     - 1,047,030.    1,619,050.      MT  (+/- 180 meters Scaled)
 GB0366
 GB0366                          SUPERSEDED SURVEY CONTROL
 GB0366
 GB0366  NGVD 29 (??/??/92)  395.546  (m)         1297.72   (f) ADJ UNCH    2 0
 GB0366
 GB0366.Superseded values are not recommended for survey control.
 GB0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0366.See file dsdata.txt to determine how the superseded data were derived.
 GB0366
 GB0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF306701(NAD 83)
 GB0366_MARKER: DB = BENCH MARK DISK
 GB0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0366_STAMPING: J 193 1951 1297.720
 GB0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0366+STABILITY: SURFACE MOTION
 GB0366
 GB0366  HISTORY     - Date     Condition        Report By
 GB0366  HISTORY     - 1951     MONUMENTED       CGS
 GB0366  HISTORY     - 1957     GOOD             NGS
 GB0366
 GB0366                          STATION DESCRIPTION
 GB0366
 GB0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0366'9.8 MI SW FROM CUMBERLAND FALLS.
 GB0366'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 90 FROM THE WEST FERRY
 GB0366'LANDING ON THE CUMBERLAND RIVER AT CUMBERLAND FALLS, THENCE
 GB0366'ABOUT 7.2 MILES SOUTHWEST ALONG STATE HIGHWAY 700, THENCE ABOUT
 GB0366'0.5 MILE SOUTHEAST ALONG A DIRT ROAD, AT THE JUNCTION OF A
 GB0366'DIM ROAD SOUTHWEST, 22 FEET WEST OF THE CENTER LINE OF THE
 GB0366'ROAD, 11 FEET NORTHWEST OF THE CENTER LINE OF DIM ROAD, 20 FEET
 GB0366'SOUTHWEST OF AN 18-INCH HICKORY TREE, 36 FEET NORTHEAST OF A
 GB0366'24-INCH HICKORY TREE, ABOUT LEVEL WITH THE ROAD AND SET IN
 GB0366'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GB0366
 GB0366                          STATION RECOVERY (1957)
 GB0366
 GB0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0224 ***********************************************************************
 GB0224  DESIGNATION -  J 194
 GB0224  PID         -  GB0224
 GB0224  STATE/COUNTY-  KY/WHITLEY
 GB0224  USGS QUAD   -  ROCKHOLDS (1981)
 GB0224
 GB0224                         *CURRENT SURVEY CONTROL
 GB0224  ___________________________________________________________________
 GB0224* NAD 83(1986)-  36 48 44.     (N)    084 02 23.     (W)     SCALED    
 GB0224* NAVD 88     -       303.502  (meters)     995.74   (feet)  ADJUSTED  
 GB0224  ___________________________________________________________________
 GB0224  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 GB0224  DYNAMIC HT  -         303.249 (meters)     994.91  (feet)  COMP
 GB0224  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 GB0224
 GB0224  VERT ORDER  -  SECOND    CLASS 0
 GB0224
 GB0224.The horizontal coordinates were scaled from a topographic map and have
 GB0224.an estimated accuracy of +/- 6 seconds.
 GB0224
 GB0224.The orthometric height was determined by differential leveling
 GB0224.and adjusted by the National Geodetic Survey in June 1991..
 GB0224
 GB0224.The geoid height was determined by GEOID03.
 GB0224
 GB0224.The dynamic height is computed by dividing the NAVD 88
 GB0224.geopotential number by the normal gravity value computed on the
 GB0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0224.degrees latitude (g = 980.6199 gals.).
 GB0224
 GB0224.The modeled gravity was interpolated from observed gravity values.
 GB0224
 GB0224;                    North         East    Units  Estimated Accuracy
 GB0224;SPC KY1Z     - 1,054,550.    1,652,610.      MT  (+/- 180 meters Scaled)
 GB0224
 GB0224                          SUPERSEDED SURVEY CONTROL
 GB0224
 GB0224  NGVD 29 (??/??/92)  303.656  (m)          996.24   (f) ADJ UNCH    2 0
 GB0224
 GB0224.Superseded values are not recommended for survey control.
 GB0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0224.See file dsdata.txt to determine how the superseded data were derived.
 GB0224
 GB0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF640781(NAD 83)
 GB0224_MARKER: DB = BENCH MARK DISK
 GB0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0224_SP_SET: CULVERT
 GB0224_STAMPING: J 194 1951 996.245
 GB0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0224
 GB0224  HISTORY     - Date     Condition        Report By
 GB0224  HISTORY     - 1951     MONUMENTED       CGS
 GB0224  HISTORY     - 1957     GOOD             NGS
 GB0224
 GB0224                          STATION DESCRIPTION
 GB0224
 GB0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0224'6.2 MI NW FROM GAUSDALE.
 GB0224'ABOUT 5.45 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB0224'AT GAUSDALE, THENCE ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD,
 GB0224'ABOUT 0.65 MILE SOUTHEAST OF A BRIDGE OVER MEADOW CREEK, SET IN
 GB0224'THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF A 12-FOOT
 GB0224'CONCRETE CULVERT, 12 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GB0224'1 1/2 FEET SOUTH OF THE NORTH END OF THE HEAD WALL AND ABOUT LEVEL
 GB0224'WITH THE ROAD.
 GB0224
 GB0224                          STATION RECOVERY (1957)
 GB0224
 GB0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0182 ***********************************************************************
 GB0182  DESIGNATION -  J 195
 GB0182  PID         -  GB0182
 GB0182  STATE/COUNTY-  KY/MCCREARY
 GB0182  USGS QUAD   -  HOLLYHILL (1982)
 GB0182
 GB0182                         *CURRENT SURVEY CONTROL
 GB0182  ___________________________________________________________________
 GB0182* NAD 83(1986)-  36 39 22.     (N)    084 21 59.     (W)     SCALED    
 GB0182* NAVD 88     -       324.054  (meters)    1063.17   (feet)  ADJUSTED  
 GB0182  ___________________________________________________________________
 GB0182  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GB0182  DYNAMIC HT  -         323.790 (meters)    1062.30  (feet)  COMP
 GB0182  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 GB0182
 GB0182  VERT ORDER  -  SECOND    CLASS 0
 GB0182
 GB0182.The horizontal coordinates were scaled from a topographic map and have
 GB0182.an estimated accuracy of +/- 6 seconds.
 GB0182
 GB0182.The orthometric height was determined by differential leveling
 GB0182.and adjusted by the National Geodetic Survey in June 1991..
 GB0182
 GB0182.The geoid height was determined by GEOID03.
 GB0182
 GB0182.The dynamic height is computed by dividing the NAVD 88
 GB0182.geopotential number by the normal gravity value computed on the
 GB0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0182.degrees latitude (g = 980.6199 gals.).
 GB0182
 GB0182.The modeled gravity was interpolated from observed gravity values.
 GB0182
 GB0182;                    North         East    Units  Estimated Accuracy
 GB0182;SPC KY1Z     - 1,036,740.    1,623,720.      MT  (+/- 180 meters Scaled)
 GB0182
 GB0182                          SUPERSEDED SURVEY CONTROL
 GB0182
 GB0182  NGVD 29 (??/??/92)  324.196  (m)         1063.63   (f) ADJ UNCH    2 0
 GB0182
 GB0182.Superseded values are not recommended for survey control.
 GB0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0182.See file dsdata.txt to determine how the superseded data were derived.
 GB0182
 GB0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF354599(NAD 83)
 GB0182_MARKER: DB = BENCH MARK DISK
 GB0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0182_SP_SET: CULVERT
 GB0182_STAMPING: J 195 1951 1063.633
 GB0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0182+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 GB0182
 GB0182  HISTORY     - Date     Condition        Report By
 GB0182  HISTORY     - 1951     MONUMENTED       CGS
 GB0182  HISTORY     - 1957     GOOD             NGS
 GB0182  HISTORY     - 19960620 GOOD             KYDT
 GB0182
 GB0182                          STATION DESCRIPTION
 GB0182
 GB0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0182'5.2 MI E FROM PINE KNOT.
 GB0182'ABOUT 5.25 MILES EAST ALONG STATE HIGHWAY 92 FROM THE JUNCTION
 GB0182'OF U.S. HIGHWAY 27 AT PINE KNOT, ABOUT 0.25 MILE NORTHEAST OF
 GB0182'THE JUNCTION OF A GRAVEL ROAD SOUTH, ABOUT 0.95 MILE SOUTHWEST
 GB0182'OF THE WEST END OF A BRIDGE OVER MARSH CREEK, ON THE OUTSIDE OF A
 GB0182'CURVE WITH TANGENTS EXTENDING SOUTHWEST AND EAST, SET IN THE
 GB0182'TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 4-FOOT
 GB0182'CONCRETE BOX CULVERT, 17 FEET NORTHWEST OF THE CENTER LINE OF
 GB0182'THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 GB0182
 GB0182                          STATION RECOVERY (1957)
 GB0182
 GB0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0182'RECOVERED IN GOOD CONDITION.
 GB0182
 GB0182                          STATION RECOVERY (1996)
 GB0182
 GB0182'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0182'GRAVEL ROAD SOUTH NOW KY 592 AND BLACKTOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0521 ***********************************************************************
 GZ0521  DESIGNATION -  J 196
 GZ0521  PID         -  GZ0521
 GZ0521  STATE/COUNTY-  KY/PULASKI
 GZ0521  USGS QUAD   -  DYKES (1979)
 GZ0521
 GZ0521                         *CURRENT SURVEY CONTROL
 GZ0521  ___________________________________________________________________
 GZ0521* NAD 83(1986)-  37 04 26.     (N)    084 28 41.     (W)     SCALED    
 GZ0521* NAVD 88     -       338.934  (meters)    1111.99   (feet)  ADJUSTED  
 GZ0521  ___________________________________________________________________
 GZ0521  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GZ0521  DYNAMIC HT  -         338.673 (meters)    1111.13  (feet)  COMP
 GZ0521  MODELED GRAV-     979,851.1   (mgal)                       NAVD 88
 GZ0521
 GZ0521  VERT ORDER  -  SECOND    CLASS 0
 GZ0521
 GZ0521.The horizontal coordinates were scaled from a topographic map and have
 GZ0521.an estimated accuracy of +/- 6 seconds.
 GZ0521
 GZ0521.The orthometric height was determined by differential leveling
 GZ0521.and adjusted by the National Geodetic Survey in June 1991..
 GZ0521
 GZ0521.The geoid height was determined by GEOID03.
 GZ0521
 GZ0521.The dynamic height is computed by dividing the NAVD 88
 GZ0521.geopotential number by the normal gravity value computed on the
 GZ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0521.degrees latitude (g = 980.6199 gals.).
 GZ0521
 GZ0521.The modeled gravity was interpolated from observed gravity values.
 GZ0521
 GZ0521;                    North         East    Units  Estimated Accuracy
 GZ0521;SPC KY1Z     - 1,082,960.    1,613,110.      MT  (+/- 180 meters Scaled)
 GZ0521
 GZ0521                          SUPERSEDED SURVEY CONTROL
 GZ0521
 GZ0521  NGVD 29 (??/??/92)  339.100  (m)         1112.53   (f) ADJ UNCH    2 0
 GZ0521
 GZ0521.Superseded values are not recommended for survey control.
 GZ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0521.See file dsdata.txt to determine how the superseded data were derived.
 GZ0521
 GZ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG241060(NAD 83)
 GZ0521_MARKER: DB = BENCH MARK DISK
 GZ0521_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0521_SP_SET: ROCK OUTCROP
 GZ0521_STAMPING: J 196 1950 1112.531
 GZ0521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0521+STABILITY: POSITION/ELEVATION WELL
 GZ0521
 GZ0521  HISTORY     - Date     Condition        Report By
 GZ0521  HISTORY     - 1950     MONUMENTED       CGS
 GZ0521  HISTORY     - 1958     POOR             NGS
 GZ0521  HISTORY     - 1977     MARK NOT FOUND   USGS
 GZ0521
 GZ0521                          STATION DESCRIPTION
 GZ0521
 GZ0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0521'8 MI SE FROM SOMERSET.
 GZ0521'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 80 FROM THE COURT HOUSE
 GZ0521'AT SOMERSET, THENCE ABOUT 6.55 MILES SOUTHEAST ALONG STATE
 GZ0521'HIGHWAY 192, ABOUT 7.7 MILES NORTHWEST ALONG HIGHWAY 192 FROM THE
 GZ0521'POST OFFICE AND SCHOOL AT MT. VICTORY, AT THE JUNCTION OF A
 GZ0521'ROAD LEADING NORTH AND ON THE OUTSIDE OF A SHARP CURVE IN
 GZ0521'HIGHWAY WITH TANGENTS EXTENDING SOUTH AND SOUTHWEST, 48 FEET
 GZ0521'NORTH OF THE CENTER LINE OF THE HIGHWAY, 26 FEET SOUTHWEST OF THE
 GZ0521'CENTER LINE OF THE SIDE ROAD, 84 FEET NORTHWEST OF THE CENTER
 GZ0521'OF ROAD JUNCTION, 91 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 GZ0521'FARM HOUSE, ABOUT 4 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 GZ0521'OF A FLAT OUTCROP OF ROCK.  NOTE-- THE MARK IS MUTILATED BUT
 GZ0521'SOLID.
 GZ0521
 GZ0521                          STATION RECOVERY (1958)
 GZ0521
 GZ0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0521'MARK RECOVERED IN POOR CONDITION.
 GZ0521
 GZ0521                          STATION RECOVERY (1977)
 GZ0521
 GZ0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GZ0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0492 ***********************************************************************
 GZ0492  DESIGNATION -  J 197
 GZ0492  PID         -  GZ0492
 GZ0492  STATE/COUNTY-  KY/PULASKI
 GZ0492  USGS QUAD   -  DYKES (1979)
 GZ0492
 GZ0492                         *CURRENT SURVEY CONTROL
 GZ0492  ___________________________________________________________________
 GZ0492* NAD 83(1986)-  37 02 39.     (N)    084 23 05.     (W)     SCALED    
 GZ0492* NAVD 88     -       378.305  (meters)    1241.16   (feet)  ADJUSTED  
 GZ0492  ___________________________________________________________________
 GZ0492  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GZ0492  DYNAMIC HT  -         378.016 (meters)    1240.21  (feet)  COMP
 GZ0492  MODELED GRAV-     979,852.6   (mgal)                       NAVD 88
 GZ0492
 GZ0492  VERT ORDER  -  SECOND    CLASS 0
 GZ0492
 GZ0492.The horizontal coordinates were scaled from a topographic map and have
 GZ0492.an estimated accuracy of +/- 6 seconds.
 GZ0492
 GZ0492.The orthometric height was determined by differential leveling
 GZ0492.and adjusted by the National Geodetic Survey in June 1991..
 GZ0492
 GZ0492.The geoid height was determined by GEOID03.
 GZ0492
 GZ0492.The dynamic height is computed by dividing the NAVD 88
 GZ0492.geopotential number by the normal gravity value computed on the
 GZ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0492.degrees latitude (g = 980.6199 gals.).
 GZ0492
 GZ0492.The modeled gravity was interpolated from observed gravity values.
 GZ0492
 GZ0492;                    North         East    Units  Estimated Accuracy
 GZ0492;SPC KY1Z     - 1,079,780.    1,621,450.      MT  (+/- 180 meters Scaled)
 GZ0492
 GZ0492                          SUPERSEDED SURVEY CONTROL
 GZ0492
 GZ0492  NGVD 29 (??/??/92)  378.472  (m)         1241.70   (f) ADJ UNCH    2 0
 GZ0492
 GZ0492.Superseded values are not recommended for survey control.
 GZ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0492.See file dsdata.txt to determine how the superseded data were derived.
 GZ0492
 GZ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG325029(NAD 83)
 GZ0492_MARKER: DB = BENCH MARK DISK
 GZ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0492_STAMPING: J 197 1950 1241.704
 GZ0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0492+STABILITY: SURFACE MOTION
 GZ0492
 GZ0492  HISTORY     - Date     Condition        Report By
 GZ0492  HISTORY     - 1950     MONUMENTED       CGS
 GZ0492  HISTORY     - 1958     GOOD             NGS
 GZ0492  HISTORY     - 1977     MARK NOT FOUND   USGS
 GZ0492
 GZ0492                          STATION DESCRIPTION
 GZ0492
 GZ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0492'1.2 MI N FROM MT VICTORY.
 GZ0492'ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 192 FROM THE POST
 GZ0492'OFFICE AND SCHOOL AT MT. VICTORY, THENCE ABOUT 0.95 MILE NORTH
 GZ0492'ALONG A GRAVEL ROAD, ABOUT 0.5 MILE NORTH OF THE JUNCTION OF A
 GZ0492'ROAD WEST, ABOUT 100 YARDS NORTH OF A SMALL CHURCH, SET AT THE
 GZ0492'JUNCTION OF A THE DRIVE SOUTHWEST TO CHURCH, 48 FEET WEST OF THE
 GZ0492'CENTER LINE OF THE ROAD, 16 FEET NORTHWEST OF THE CENTER LINE
 GZ0492'OF DRIVE SOUTHWEST TO CHURCH, 1 1/2 FEET SOUTHEAST OF A WHITE
 GZ0492'WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW THE ROAD AND SET IN
 GZ0492'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE MARK
 GZ0492'IS WEST AND ACROSS ROAD FROM THE SOUTH END OF A WHITE CONCRETE
 GZ0492'BLOCK HOUSE.
 GZ0492
 GZ0492                          STATION RECOVERY (1958)
 GZ0492
 GZ0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0492'RECOVERED IN GOOD CONDITION.
 GZ0492
 GZ0492                          STATION RECOVERY (1977)
 GZ0492
 GZ0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GZ0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0445 ***********************************************************************
 GZ0445  DESIGNATION -  J 198
 GZ0445  PID         -  GZ0445
 GZ0445  STATE/COUNTY-  KY/PULASKI
 GZ0445  USGS QUAD   -  DYKES (1979)
 GZ0445
 GZ0445                         *CURRENT SURVEY CONTROL
 GZ0445  ___________________________________________________________________
 GZ0445* NAD 83(1986)-  37 06 49.     (N)    084 26 57.     (W)     SCALED    
 GZ0445* NAVD 88     -       256.140  (meters)     840.35   (feet)  ADJUSTED  
 GZ0445  ___________________________________________________________________
 GZ0445  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 GZ0445  DYNAMIC HT  -         255.946 (meters)     839.72  (feet)  COMP
 GZ0445  MODELED GRAV-     979,867.2   (mgal)                       NAVD 88
 GZ0445
 GZ0445  VERT ORDER  -  SECOND    CLASS 0
 GZ0445
 GZ0445.The horizontal coordinates were scaled from a topographic map and have
 GZ0445.an estimated accuracy of +/- 6 seconds.
 GZ0445
 GZ0445.The orthometric height was determined by differential leveling
 GZ0445.and adjusted by the National Geodetic Survey in June 1991..
 GZ0445
 GZ0445.The geoid height was determined by GEOID03.
 GZ0445
 GZ0445.The dynamic height is computed by dividing the NAVD 88
 GZ0445.geopotential number by the normal gravity value computed on the
 GZ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0445.degrees latitude (g = 980.6199 gals.).
 GZ0445
 GZ0445.The modeled gravity was interpolated from observed gravity values.
 GZ0445
 GZ0445;                    North         East    Units  Estimated Accuracy
 GZ0445;SPC KY1Z     - 1,087,410.    1,615,610.      MT  (+/- 180 meters Scaled)
 GZ0445
 GZ0445                          SUPERSEDED SURVEY CONTROL
 GZ0445
 GZ0445  NGVD 29 (??/??/92)  256.309  (m)          840.91   (f) ADJ UNCH    2 0
 GZ0445
 GZ0445.Superseded values are not recommended for survey control.
 GZ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0445.See file dsdata.txt to determine how the superseded data were derived.
 GZ0445
 GZ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG266105(NAD 83)
 GZ0445_MARKER: DB = BENCH MARK DISK
 GZ0445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0445_SP_SET: CULVERT
 GZ0445_STAMPING: J 198 1950 840.907
 GZ0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0445
 GZ0445  HISTORY     - Date     Condition        Report By
 GZ0445  HISTORY     - 1950     MONUMENTED       CGS
 GZ0445  HISTORY     - 1958     GOOD             NGS
 GZ0445
 GZ0445                          STATION DESCRIPTION
 GZ0445
 GZ0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0445'4.8 MI SE FROM SHOPVILLE.
 GZ0445'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0445'SHOPVILLE, THENCE ABOUT 3.65 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 GZ0445'THENCE ABOUT 0.2 MILE WEST ALONG A NARROW ROCKY ROAD, AT THE
 GZ0445'JUNCTION OF A TRAIL LEADING NORTH TO BENT SCHOOL, SET IN THE TOP
 GZ0445'OF A FLAT OUTCROP OF ROCK, 17 FEET NORTH OF THE CENTER LINE OF
 GZ0445'THE ROAD, 15 FEET EAST OF THE CENTER OF TRAIL TO SCHOOL, 16 FEET
 GZ0445'NORTHWEST OF THE NORTH END OF A 24-INCH PIPE CULVERT, ABOUT 2 FEET
 GZ0445'ABOVE THE ROAD.
 GZ0445
 GZ0445                          STATION RECOVERY (1958)
 GZ0445
 GZ0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1282 ***********************************************************************
 GB1282  DESIGNATION -  J 199
 GB1282  PID         -  GB1282
 GB1282  STATE/COUNTY-  KY/PULASKI
 GB1282  USGS QUAD   -  BURNSIDE (1982)
 GB1282
 GB1282                         *CURRENT SURVEY CONTROL
 GB1282  ___________________________________________________________________
 GB1282* NAD 83(1986)-  36 56 32.     (N)    084 31 38.     (W)     SCALED    
 GB1282* NAVD 88     -       277.955  (meters)     911.92   (feet)  ADJUSTED  
 GB1282  ___________________________________________________________________
 GB1282  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB1282  DYNAMIC HT  -         277.742 (meters)     911.23  (feet)  COMP
 GB1282  MODELED GRAV-     979,856.5   (mgal)                       NAVD 88
 GB1282
 GB1282  VERT ORDER  -  SECOND    CLASS 0
 GB1282
 GB1282.The horizontal coordinates were scaled from a topographic map and have
 GB1282.an estimated accuracy of +/- 6 seconds.
 GB1282
 GB1282.The orthometric height was determined by differential leveling
 GB1282.and adjusted by the National Geodetic Survey in June 1991..
 GB1282
 GB1282.The geoid height was determined by GEOID03.
 GB1282
 GB1282.The dynamic height is computed by dividing the NAVD 88
 GB1282.geopotential number by the normal gravity value computed on the
 GB1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1282.degrees latitude (g = 980.6199 gals.).
 GB1282
 GB1282.The modeled gravity was interpolated from observed gravity values.
 GB1282
 GB1282;                    North         East    Units  Estimated Accuracy
 GB1282;SPC KY1Z     - 1,068,290.    1,608,930.      MT  (+/- 180 meters Scaled)
 GB1282
 GB1282                          SUPERSEDED SURVEY CONTROL
 GB1282
 GB1282  NGVD 29 (??/??/92)  278.129  (m)          912.49   (f) ADJ UNCH    2 0
 GB1282
 GB1282.Superseded values are not recommended for survey control.
 GB1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1282.See file dsdata.txt to determine how the superseded data were derived.
 GB1282
 GB1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF202913(NAD 83)
 GB1282_MARKER: DB = BENCH MARK DISK
 GB1282_SETTING: 66 = SET IN ROCK OUTCROP
 GB1282_SP_SET: ROCK OUTCROP
 GB1282_STAMPING: J 199 1950 912.495
 GB1282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1282+STABILITY: POSITION/ELEVATION WELL
 GB1282
 GB1282  HISTORY     - Date     Condition        Report By
 GB1282  HISTORY     - 1950     MONUMENTED       CGS
 GB1282  HISTORY     - 1958     GOOD             NGS
 GB1282
 GB1282                          STATION DESCRIPTION
 GB1282
 GB1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB1282'0.9 MI E FROM SLOANS VALLEY.
 GB1282'0.05 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 GB1282'SLOANS VALLEY, THENCE 0.2 MILE NORTHEAST ALONG GRAVEL ROAD TO
 GB1282'FORK AT SLOANS VALLEY BAPTIST CHURCH, THENCE EAST ALONG THE
 GB1282'RIGHT FORK FOR 0.15 MILE, THENCE SOUTHEAST ALONG ROUGH ROCKY ROAD
 GB1282'FOR 0.5 MILE TO TOP OF GRADE NEAR CROSSROAD, ON THE WEST SLOPE
 GB1282'OF HILL, 72 FEET WEST OF THE CENTER OF THE DIM CROSSROAD, 23 FEET
 GB1282'NORTH OF THE CENTER OF ROAD, 28 FEET SOUTH OF A 14-INCH OAK TREE,
 GB1282'SET IN THE TOP OF A FLAT LIMESTONE OUTCROP, ABOUT 3 FEET ABOVE
 GB1282'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0423 ***********************************************************************
 GD0423  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0423  CBN         -  This is a Cooperative Base Network Control Station.
 GD0423  DESIGNATION -  J 20
 GD0423  PID         -  GD0423
 GD0423  STATE/COUNTY-  KY/GRAVES
 GD0423  USGS QUAD   -  LYNNVILLE (1978)
 GD0423
 GD0423                         *CURRENT SURVEY CONTROL
 GD0423  ___________________________________________________________________
 GD0423* NAD 83(1993)-  36 35 22.73178(N)    088 31 55.14870(W)     ADJUSTED  
 GD0423* NAVD 88     -       159.34   (meters)     522.8    (feet)  GPS OBS   
 GD0423  ___________________________________________________________________
 GD0423  X           -     131,357.561 (meters)                     COMP
 GD0423  Y           -  -5,125,690.597 (meters)                     COMP
 GD0423  Z           -   3,781,004.868 (meters)                     COMP
 GD0423  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 GD0423  ELLIP HEIGHT-         130.99  (meters)          (04/05/04) GPS OBS
 GD0423  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD0423  DYNAMIC HT  -         159.22  (meters)     522.4   (feet)  COMP
 GD0423  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 GD0423
 GD0423  HORZ ORDER  -  FIRST
 GD0423  VERT ORDER  -  THIRD (See Below)
 GD0423  ELLP ORDER  -  FOURTH    CLASS II
 GD0423
 GD0423.The horizontal coordinates were established by GPS observations
 GD0423.and adjusted by the National Geodetic Survey in April 2004..
 GD0423
 GD0423.The orthometric height was determined by GPS observations and a
 GD0423.high-resolution geoid model using precise GPS observation and
 GD0423.processing techniques. It supersedes the leveled height previously
 GD0423.determined for this station.
 GD0423.The vertical order pertains to the first NAVD 88 superseded value.
 GD0423
 GD0423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0423
 GD0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0423
 GD0423.The ellipsoidal height was determined by GPS observations
 GD0423.and is referenced to NAD 83.
 GD0423
 GD0423.The geoid height was determined by GEOID03.
 GD0423
 GD0423.The dynamic height is computed by dividing the NAVD 88
 GD0423.geopotential number by the normal gravity value computed on the
 GD0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0423.degrees latitude (g = 980.6199 gals.).
 GD0423
 GD0423.The modeled gravity was interpolated from observed gravity values.
 GD0423
 GD0423;                    North         East     Units Scale Factor Converg.
 GD0423;SPC KY1Z     - 1,032,159.533 1,251,044.833   MT  1.00015465   -1 42 28.9
 GD0423;SPC KY1Z     - 3,386,343.40  4,104,469.59   sFT  1.00015465   -1 42 28.9
 GD0423;SPC KY S     -   532,109.597   251,075.167   MT  1.00002919   -1 41 13.8
 GD0423;SPC KY S     - 1,745,762.90    823,735.78   sFT  1.00002919   -1 41 13.8
 GD0423;UTM  16      - 4,050,444.492   362,956.166   MT  0.99983139   -0 54 48.0
 GD0423
 GD0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0423!SPC KY1Z     -   0.99997944  x   1.00015465  =   1.00013409
 GD0423!SPC KY S     -   0.99997944  x   1.00002919  =   1.00000863
 GD0423!UTM  16      -   0.99997944  x   0.99983139  =   0.99981084
 GD0423
 GD0423                          SUPERSEDED SURVEY CONTROL
 GD0423
 GD0423  NAD 83(1993)-  36 35 22.73106(N)    088 31 55.14875(W) AD(       ) B
 GD0423  ELLIP H (09/07/94)  131.03   (m)                       GP(       ) 4 1
 GD0423  NAVD 88 (06/15/91)  159.328  (m)          522.73   (f) ADJUSTED    2 0
 GD0423  NGVD 29 (??/??/??)  159.345  (m)          522.78   (f) ADJUSTED    2 0
 GD0423
 GD0423.Superseded values are not recommended for survey control.
 GD0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0423.See file dsdata.txt to determine how the superseded data were derived.
 GD0423
 GD0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF6295650444(NAD 83)
 GD0423_MARKER: DB = BENCH MARK DISK
 GD0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0423_SP_SET: CONCRETE POST
 GD0423_STAMPING: J 20 1934
 GD0423_MARK LOGO: CGS   
 GD0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0423+STABILITY: SURFACE MOTION
 GD0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0423+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD0423
 GD0423  HISTORY     - Date     Condition        Report By
 GD0423  HISTORY     - 1934     MONUMENTED       CGS
 GD0423  HISTORY     - 1971     GOOD             NGS
 GD0423  HISTORY     - 19931216 GOOD             NGS
 GD0423  HISTORY     - 19940301 GOOD
 GD0423  HISTORY     - 19951120 GOOD             LOWE
 GD0423  HISTORY     - 20010820 GOOD             KYDT
 GD0423  HISTORY     - 20020816 GOOD             USACE
 GD0423  HISTORY     - 20021220 GOOD             WOOLPT
 GD0423  HISTORY     - 20031010 GOOD             TNDT
 GD0423
 GD0423                          STATION DESCRIPTION
 GD0423
 GD0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GD0423'5.5 MI W FROM LYNN GROVE.
 GD0423'IN GRAVES COUNTY, ABOUT 5-1/2 MILES WEST ALONG STATE HIGHWAY 94
 GD0423'FROM LYNN GROVE, CALLAWAY COUNTY, AT THE JUNCTION OF STATE
 GD0423'HIGHWAY 97, 43 YARDS EAST OF THE CENTERLINE OF STATE HIGHWAY 97,
 GD0423'AND 10 YARDS SOUTH OF THE CENTERLINE OF STATE HIGHWAY 94.  A
 GD0423'STANDARD DISK, STAMPED J 20 1934 AND SET IN THE TOP OF A CONCRETE
 GD0423'POST.  STATION IS 154.0 FEET S 80 E OF INT. STATE HWY. 97 AND
 GD0423'94 AT TRI-CITY, AND 35.0 FEET SOUTH OF CENTERLINE HWY. 94.
 GD0423
 GD0423                          STATION RECOVERY (1971)
 GD0423
 GD0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0423'RECOVERED IN GOOD CONDITION.
 GD0423
 GD0423                          STATION RECOVERY (1993)
 GD0423
 GD0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GD0423'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) NORTHEAST OF FULTON,
 GD0423'12.0 MI (19.3 KM) SOUTHEAST OF MAYFIELD AND IN THE TOWN OF TRI CITY
 GD0423'IN THE YARD OF FARRIS AUCTION COMPANY.  OWNERSHIP--W. DAN FARRIS,
 GD0423'P.O. BOX 149, HAZEL, KY. PHONE--502-382-2344 OR 502-492-8796.
 GD0423'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 97 AND 94
 GD0423'IN TRI CITY.  GO EAST ON STATE HIGHWAY 94 FOR 141.5 FT (43.1 M) TO
 GD0423'THE STATION ON THE RIGHT.
 GD0423'THE STATION PROJECTS 15 CM ABOVE THE LEVEL OF THE GROUND.  LOCATED
 GD0423'35.4 FT (10.8 M) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE
 GD0423'AUCTION BUILDING, 33.5 FT (10.2 M) SOUTH OF THE CENTERLINE OF STATE
 GD0423'HIGHWAY 94 AND 0.8 FT (24.4 CM) NORTH OF THE NORTH POST OF THE FARRIS
 GD0423'AUCTION COMPANY SIGN.
 GD0423
 GD0423                          STATION RECOVERY (1994)
 GD0423
 GD0423'RECOVERED 1994
 GD0423'RECOVERED IN GOOD CONDITION.
 GD0423
 GD0423                          STATION RECOVERY (1995)
 GD0423
 GD0423'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GD0423'RECOVERED AS DESCRIBED.
 GD0423
 GD0423                          STATION RECOVERY (2001)
 GD0423
 GD0423'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001
 GD0423'RECOVERED IN GOOD CONDITION.
 GD0423
 GD0423                          STATION RECOVERY (2002)
 GD0423
 GD0423'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0423'RECOVERED IN GOOD CONDITION.
 GD0423
 GD0423                          STATION RECOVERY (2002)
 GD0423
 GD0423'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GD0423'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION...
 GD0423' 
 GD0423'STATION IS 12 MI W OF MURRAY KY.
 GD0423' 
 GD0423'PROPERTY OWNER UNKNOWN (NO LONGER PROPERTY OF AUCTION COMPANY).
 GD0423' 
 GD0423'STATION IS 35.4 FT ENE OF NE CORNER OF BLOCK ADDITION TO METAL BLDG
 GD0423'(OLD FERRIS AUCTION  BLDG), AND 42.9 FT NW OF NW CORNER OF FRAME
 GD0423'HOUSE.
 GD0423
 GD0423                          STATION RECOVERY (2003)
 GD0423
 GD0423'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD0423'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1081 ***********************************************************************
 GZ1081  DESIGNATION -  J 200
 GZ1081  PID         -  GZ1081
 GZ1081  STATE/COUNTY-  KY/PULASKI
 GZ1081  USGS QUAD   -  SOMERSET (1987)
 GZ1081
 GZ1081                         *CURRENT SURVEY CONTROL
 GZ1081  ___________________________________________________________________
 GZ1081* NAD 83(1986)-  37 07 21.     (N)    084 33 32.     (W)     SCALED    
 GZ1081* NAVD 88     -       328.653  (meters)    1078.26   (feet)  ADJUSTED  
 GZ1081  ___________________________________________________________________
 GZ1081  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ1081  DYNAMIC HT  -         328.401 (meters)    1077.43  (feet)  COMP
 GZ1081  MODELED GRAV-     979,854.9   (mgal)                       NAVD 88
 GZ1081
 GZ1081  VERT ORDER  -  SECOND    CLASS 0
 GZ1081
 GZ1081.The horizontal coordinates were scaled from a topographic map and have
 GZ1081.an estimated accuracy of +/- 6 seconds.
 GZ1081
 GZ1081.The orthometric height was determined by differential leveling
 GZ1081.and adjusted by the National Geodetic Survey in June 1991..
 GZ1081
 GZ1081.The geoid height was determined by GEOID03.
 GZ1081
 GZ1081.The dynamic height is computed by dividing the NAVD 88
 GZ1081.geopotential number by the normal gravity value computed on the
 GZ1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1081.degrees latitude (g = 980.6199 gals.).
 GZ1081
 GZ1081.The modeled gravity was interpolated from observed gravity values.
 GZ1081
 GZ1081;                    North         East    Units  Estimated Accuracy
 GZ1081;SPC KY1Z     - 1,088,260.    1,605,850.      MT  (+/- 180 meters Scaled)
 GZ1081
 GZ1081                          SUPERSEDED SURVEY CONTROL
 GZ1081
 GZ1081  NGVD 29 (??/??/92)  328.819  (m)         1078.80   (f) ADJ UNCH    2 0
 GZ1081
 GZ1081.Superseded values are not recommended for survey control.
 GZ1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1081.See file dsdata.txt to determine how the superseded data were derived.
 GZ1081
 GZ1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG168112(NAD 83)
 GZ1081_MARKER: DB = BENCH MARK DISK
 GZ1081_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1081_SP_SET: ROCK OUTCROP
 GZ1081_STAMPING: J 200 1950 1078.800
 GZ1081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1081+STABILITY: POSITION/ELEVATION WELL
 GZ1081
 GZ1081  HISTORY     - Date     Condition        Report By
 GZ1081  HISTORY     - 1950     MONUMENTED       CGS
 GZ1081  HISTORY     - 1957     GOOD             NGS
 GZ1081  HISTORY     - 1983     GOOD             KYDT
 GZ1081
 GZ1081                          STATION DESCRIPTION
 GZ1081
 GZ1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1081'3.6 MI NE FROM SOMERSET.
 GZ1081'ABOUT 3.6 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM THE COURT
 GZ1081'HOUSE AT SOMERSET, ABOUT 0.8 MILE NORTHEAST OF A BRIDGE OVER
 GZ1081'PITMAN CREEK, ON THE OUTSIDE OF A CURVE WITH TANGENTS SOUTH AND
 GZ1081'NORTHEAST AND ON THE SOUTH SLOPE OF A LONG CROOKED HILL, 21 FEET
 GZ1081'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 76 FEET SOUTH OF
 GZ1081'THE SOUTH CORNER OF A 1 1/2-STORY IMITATION STONE HOUSE WITH ROCK
 GZ1081'FRONT, 65 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 1-STORY
 GZ1081'WHITE FRAME HOUSE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 GZ1081'OF A FLAT OUTCROP OF ROCK.  THE MARK IS 30 FEET SOUTHEAST OF THE
 GZ1081'FRONT OF SMALL CONCRETE BLOCK GARAGE.
 GZ1081
 GZ1081                          STATION RECOVERY (1957)
 GZ1081
 GZ1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ1081'RECOVERED IN GOOD CONDITION.
 GZ1081
 GZ1081                          STATION RECOVERY (1983)
 GZ1081
 GZ1081'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0545 ***********************************************************************
 GZ0545  DESIGNATION -  J 201
 GZ0545  PID         -  GZ0545
 GZ0545  STATE/COUNTY-  KY/LAUREL
 GZ0545  USGS QUAD   -  LONDON SW (1979)
 GZ0545
 GZ0545                         *CURRENT SURVEY CONTROL
 GZ0545  ___________________________________________________________________
 GZ0545* NAD 83(1986)-  37 02 09.     (N)    084 12 18.     (W)     SCALED    
 GZ0545* NAVD 88     -       387.361  (meters)    1270.87   (feet)  ADJUSTED  
 GZ0545  ___________________________________________________________________
 GZ0545  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GZ0545  DYNAMIC HT  -         387.059 (meters)    1269.88  (feet)  COMP
 GZ0545  MODELED GRAV-     979,837.7   (mgal)                       NAVD 88
 GZ0545
 GZ0545  VERT ORDER  -  SECOND    CLASS 0
 GZ0545
 GZ0545.The horizontal coordinates were scaled from a topographic map and have
 GZ0545.an estimated accuracy of +/- 6 seconds.
 GZ0545
 GZ0545.The orthometric height was determined by differential leveling
 GZ0545.and adjusted by the National Geodetic Survey in June 1991..
 GZ0545
 GZ0545.The geoid height was determined by GEOID03.
 GZ0545
 GZ0545.The dynamic height is computed by dividing the NAVD 88
 GZ0545.geopotential number by the normal gravity value computed on the
 GZ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0545.degrees latitude (g = 980.6199 gals.).
 GZ0545
 GZ0545.The modeled gravity was interpolated from observed gravity values.
 GZ0545
 GZ0545;                    North         East    Units  Estimated Accuracy
 GZ0545;SPC KY1Z     - 1,079,110.    1,637,450.      MT  (+/- 180 meters Scaled)
 GZ0545
 GZ0545                          SUPERSEDED SURVEY CONTROL
 GZ0545
 GZ0545  NGVD 29 (??/??/92)  387.517  (m)         1271.38   (f) ADJ UNCH    2 0
 GZ0545
 GZ0545.Superseded values are not recommended for survey control.
 GZ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0545.See file dsdata.txt to determine how the superseded data were derived.
 GZ0545
 GZ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG485025(NAD 83)
 GZ0545_MARKER: DB = BENCH MARK DISK
 GZ0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0545_STAMPING: J 201 1950 1271.379
 GZ0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0545+STABILITY: SURFACE MOTION
 GZ0545
 GZ0545  HISTORY     - Date     Condition        Report By
 GZ0545  HISTORY     - 1950     MONUMENTED       CGS
 GZ0545  HISTORY     - 1962     POOR             PAS
 GZ0545
 GZ0545                          STATION DESCRIPTION
 GZ0545
 GZ0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0545'10 MI SW FROM LONDON.
 GZ0545'ABOUT 10.0 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE
 GZ0545'COURT HOUSE AT LONDON, ABOUT 0.7 MILE SOUTHWEST OF THE JUNCTION
 GZ0545'OF A ROAD EAST, AT THE WEST END OF HILL TOP SCHOOL YARD, 32
 GZ0545'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 102 FEET NORTHWEST
 GZ0545'OF THE NORTHWEST CORNER OF THE SCHOOL, 1 1/2 FEET NORTHEAST OF A
 GZ0545'FENCE CORNER, 1 FOOT NORTH OF SCHOOL YARD FENCE LINE, 4 FEET
 GZ0545'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ0545'PROJECTING 3 INCHES.  NOTE-- MARK WAS FOUND LEANING APPROXIMATELY
 GZ0545'TWO INCHES TO THE WEST--IT WAS PROBABLY DISTURBED BY A GRADER
 GZ0545'SINCE HIGHWAY 192 WAS RELOCATED SLIGHTLY IN THAT AREA.  IT IS
 GZ0545'29 FEET S OF THE CENTER OF THE HIGHWAY.
 GZ0545
 GZ0545                          STATION RECOVERY (1962)
 GZ0545
 GZ0545'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1962
 GZ0545'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0324 ***********************************************************************
 GB0324  DESIGNATION -  J 202
 GB0324  PID         -  GB0324
 GB0324  STATE/COUNTY-  KY/LAUREL
 GB0324  USGS QUAD   -  VOX (1982)
 GB0324
 GB0324                         *CURRENT SURVEY CONTROL
 GB0324  ___________________________________________________________________
 GB0324* NAD 83(1986)-  36 56 42.     (N)    084 13 51.     (W)     SCALED    
 GB0324* NAVD 88     -       275.613  (meters)     904.24   (feet)  ADJUSTED  
 GB0324  ___________________________________________________________________
 GB0324  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GB0324  DYNAMIC HT  -         275.393 (meters)     903.52  (feet)  COMP
 GB0324  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 GB0324
 GB0324  VERT ORDER  -  SECOND    CLASS 0
 GB0324
 GB0324.The horizontal coordinates were scaled from a topographic map and have
 GB0324.an estimated accuracy of +/- 6 seconds.
 GB0324
 GB0324.The orthometric height was determined by differential leveling
 GB0324.and adjusted by the National Geodetic Survey in June 1991..
 GB0324
 GB0324.The geoid height was determined by GEOID03.
 GB0324
 GB0324.The dynamic height is computed by dividing the NAVD 88
 GB0324.geopotential number by the normal gravity value computed on the
 GB0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0324.degrees latitude (g = 980.6199 gals.).
 GB0324
 GB0324.The modeled gravity was interpolated from observed gravity values.
 GB0324
 GB0324;                    North         East    Units  Estimated Accuracy
 GB0324;SPC KY1Z     - 1,068,990.    1,635,320.      MT  (+/- 180 meters Scaled)
 GB0324
 GB0324                          SUPERSEDED SURVEY CONTROL
 GB0324
 GB0324  NGVD 29 (??/??/92)  275.767  (m)          904.75   (f) ADJ UNCH    2 0
 GB0324
 GB0324.Superseded values are not recommended for survey control.
 GB0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0324.See file dsdata.txt to determine how the superseded data were derived.
 GB0324
 GB0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF465923(NAD 83)
 GB0324_MARKER: DB = BENCH MARK DISK
 GB0324_SETTING: 66 = SET IN ROCK OUTCROP
 GB0324_SP_SET: ROCK OUTCROP
 GB0324_STAMPING: J 202 1950
 GB0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0324+STABILITY: POSITION/ELEVATION WELL
 GB0324
 GB0324  HISTORY     - Date     Condition        Report By
 GB0324  HISTORY     - 1950     MONUMENTED       CGS
 GB0324  HISTORY     - 1958     MARK NOT FOUND   NGS
 GB0324
 GB0324                          STATION DESCRIPTION
 GB0324
 GB0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0324'7.3 MI SW FROM KEAVY.
 GB0324'ABOUT 1.5 MILES WEST AND SOUTH ALONG A GRAVEL ROAD FROM THE
 GB0324'JUNCTION OF STATE HIGHWAY 363 AND POST OFFICE IN KEAVY, THENCE
 GB0324'ABOUT 3.75 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE ABOUT
 GB0324'1.75 MILES SOUTHEAST ALONG A DIM ROAD TO A LARGE CLEARING,
 GB0324'THENCE ABOUT 0.3 MILE SOUTHEAST ALONG FOOT PATH TO OLD ISAAC
 GB0324'BUNDH PLACE NEAR LAUREL RIVER, SET IN THE TOP OF A LARGE
 GB0324'FLAT OUTCROP OF ROCK, 28 FEET NORTHEAST OF THE NORTHEAST CORNER
 GB0324'OF THE OLD HOUSE, 45 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 GB0324'OF STONE CHIMNEY AND ABOUT 1 FOOT ABOVE THE GROUND.  NOTE-- ROAD
 GB0324'CONDITIONS ARE BAD, THE MARK IS PROBABLY IN GOOD CONDITION.
 GB0324
 GB0324                          STATION RECOVERY (1958)
 GB0324
 GB0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0562 ***********************************************************************
 GZ0562  DESIGNATION -  J 203
 GZ0562  PID         -  GZ0562
 GZ0562  STATE/COUNTY-  KY/LAUREL
 GZ0562  USGS QUAD   -  LILY (1970)
 GZ0562
 GZ0562                         *CURRENT SURVEY CONTROL
 GZ0562  ___________________________________________________________________
 GZ0562* NAD 83(1986)-  37 02 35.     (N)    084 00 58.     (W)     SCALED    
 GZ0562* NAVD 88     -       347.502  (meters)    1140.10   (feet)  ADJUSTED  
 GZ0562  ___________________________________________________________________
 GZ0562  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GZ0562  DYNAMIC HT  -         347.220 (meters)    1139.17  (feet)  COMP
 GZ0562  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 GZ0562
 GZ0562  VERT ORDER  -  SECOND    CLASS 0
 GZ0562
 GZ0562.The horizontal coordinates were scaled from a topographic map and have
 GZ0562.an estimated accuracy of +/- 6 seconds.
 GZ0562
 GZ0562.The orthometric height was determined by differential leveling
 GZ0562.and adjusted by the National Geodetic Survey in June 1991..
 GZ0562
 GZ0562.The geoid height was determined by GEOID03.
 GZ0562
 GZ0562.The dynamic height is computed by dividing the NAVD 88
 GZ0562.geopotential number by the normal gravity value computed on the
 GZ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0562.degrees latitude (g = 980.6199 gals.).
 GZ0562
 GZ0562.The modeled gravity was interpolated from observed gravity values.
 GZ0562
 GZ0562;                    North         East    Units  Estimated Accuracy
 GZ0562;SPC KY1Z     - 1,080,200.    1,654,240.      MT  (+/- 180 meters Scaled)
 GZ0562
 GZ0562                          SUPERSEDED SURVEY CONTROL
 GZ0562
 GZ0562  NGVD 29 (??/??/92)  347.652  (m)         1140.59   (f) ADJ UNCH    2 0
 GZ0562
 GZ0562.Superseded values are not recommended for survey control.
 GZ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0562.See file dsdata.txt to determine how the superseded data were derived.
 GZ0562
 GZ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG653038(NAD 83)
 GZ0562_MARKER: DB = BENCH MARK DISK
 GZ0562_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0562_SP_SET: ROCK OUTCROP
 GZ0562_STAMPING: J 203 1950 1140.588
 GZ0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0562+STABILITY: POSITION/ELEVATION WELL
 GZ0562
 GZ0562  HISTORY     - Date     Condition        Report By
 GZ0562  HISTORY     - 1950     MONUMENTED       CGS
 GZ0562  HISTORY     - 1957     GOOD             NGS
 GZ0562
 GZ0562                          STATION DESCRIPTION
 GZ0562
 GZ0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0562'3.4 MI SE FROM FARISTON.
 GZ0562'ABOUT 1.55 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE LOUISVILLE
 GZ0562'AND NASHVILLE RAILROAD STATION AT FARISTON, THENCE ABOUT 1.85
 GZ0562'MILES SOUTHEAST ALONG STATE HIGHWAY 229, ABOUT 0.8 MILE NORTHWEST
 GZ0562'OF BOREING POST OFFICE, ABOUT 1.05 MILES SOUTHEAST OF A CONCRETE
 GZ0562'BRIDGE OVER LAUREL RIVER, ABOUT 0.65 MILE SOUTHEAST OF A CEMETERY
 GZ0562'AND JUNCTION OF A ROAD NORTHEAST, ALONG THE SOUTHEAST SLOPE
 GZ0562'OF A LONG HILL, AT THE SOUTHEAST END OF A ROCK CUT AND AT
 GZ0562'THE JUNCTION OF A ROAD LEADING EAST, SET IN THE TOP OF AN
 GZ0562'OUTCROP OF ROCK AT SOUTHEAST END OF CUT, ABOUT IN LINE
 GZ0562'WITH THE PROLONGED CENTER LINE OF ROAD EAST, 25 FEET SOUTHWEST
 GZ0562'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTHWEST OF THE
 GZ0562'CENTER LINE OF A TRAIL SOUTHWEST, 18 1/2 FEET WEST OF THE
 GZ0562'NORTHWEST END OF A 12-INCH PIPE CULVERT UNDER TRAIL, AND ABOUT
 GZ0562'3 FEET ABOVE THE HIGHWAY.
 GZ0562
 GZ0562                          STATION RECOVERY (1957)
 GZ0562
 GZ0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0251 ***********************************************************************
 GB0251  DESIGNATION -  J 204
 GB0251  PID         -  GB0251
 GB0251  STATE/COUNTY-  KY/KNOX
 GB0251  USGS QUAD   -  CORBIN (1978)
 GB0251
 GB0251                         *CURRENT SURVEY CONTROL
 GB0251  ___________________________________________________________________
 GB0251* NAD 83(1986)-  36 56 29.     (N)    084 00 52.     (W)     SCALED    
 GB0251* NAVD 88     -       335.250  (meters)    1099.90   (feet)  ADJUSTED  
 GB0251  ___________________________________________________________________
 GB0251  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GB0251  DYNAMIC HT  -         334.976 (meters)    1099.00  (feet)  COMP
 GB0251  MODELED GRAV-     979,801.4   (mgal)                       NAVD 88
 GB0251
 GB0251  VERT ORDER  -  SECOND    CLASS 0
 GB0251
 GB0251.The horizontal coordinates were scaled from a topographic map and have
 GB0251.an estimated accuracy of +/- 6 seconds.
 GB0251
 GB0251.The orthometric height was determined by differential leveling
 GB0251.and adjusted by the National Geodetic Survey in June 1991..
 GB0251
 GB0251.The geoid height was determined by GEOID03.
 GB0251
 GB0251.The dynamic height is computed by dividing the NAVD 88
 GB0251.geopotential number by the normal gravity value computed on the
 GB0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0251.degrees latitude (g = 980.6199 gals.).
 GB0251
 GB0251.The modeled gravity was interpolated from observed gravity values.
 GB0251
 GB0251;                    North         East    Units  Estimated Accuracy
 GB0251;SPC KY1Z     - 1,068,920.    1,654,600.      MT  (+/- 180 meters Scaled)
 GB0251
 GB0251                          SUPERSEDED SURVEY CONTROL
 GB0251
 GB0251  NGVD 29 (??/??/92)  335.406  (m)         1100.41   (f) ADJ UNCH    2 0
 GB0251
 GB0251.Superseded values are not recommended for survey control.
 GB0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0251.See file dsdata.txt to determine how the superseded data were derived.
 GB0251
 GB0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF658925(NAD 83)
 GB0251_MARKER: DB = BENCH MARK DISK
 GB0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0251_STAMPING: J 204 1950 1100.411
 GB0251_MARK LOGO: CGS   
 GB0251_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0251+STABILITY: SURFACE MOTION
 GB0251
 GB0251  HISTORY     - Date     Condition        Report By
 GB0251  HISTORY     - 1950     MONUMENTED       CGS
 GB0251  HISTORY     - 1957     GOOD             NGS
 GB0251  HISTORY     - 19930801 GOOD             KYDT
 GB0251
 GB0251                          STATION DESCRIPTION
 GB0251
 GB0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0251'0.5 MI W FROM GRAYS.
 GB0251'ABOUT 0.5 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0251'FROM THE STATION AT GRAYS, AT A FARM ROAD CROSSING, 32 1/2 FEET
 GB0251'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 111 FEET WEST-SOUTHWEST
 GB0251'OF MILE POST 177, 1 1/2 FEET NORTHEAST OF THE EAST GATE POST OF A
 GB0251'GATE TO A PASTURE, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE, ABOUT
 GB0251'2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GB0251'PROJECTING 4 INCHES.  NOTE-- THE MARK IS 59.5 FEET SOUTH OF THE
 GB0251'SOUTH RAIL SINCE ONE TRACK HAS BEEN REMOVED.
 GB0251
 GB0251                          STATION RECOVERY (1957)
 GB0251
 GB0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0251'RECOVERED IN GOOD CONDITION.
 GB0251
 GB0251                          STATION RECOVERY (1993)
 GB0251
 GB0251'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0251'0.5 MILE (0.8 KM) WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0251'FROM A ROAD CROSSING IN THE COMMUNITY OF GRAY AT A FARM ROAD CROSSING,
 GB0251'45 FEET (13.7 M) SOUTH OF SOUTH RAIL, 111 FEET (33.8 M) WEST-SOUTHWEST
 GB0251'OF MILEPOST 177, 14 FEET (4.3 M) EAST OF LONE GATE POST, 21 FEET (6.4
 GB0251'M) EAST-NORTHEAST OF LONE 14 INCH MAPLE, 54.5 FEET (16.6 M)
 GB0251'EAST-SOUTHEAST OF POWER POLE 30, 6 FEET (1.8 M) EAST OF CENTERLINE OF
 GB0251'FARM CROSSING EXTENDED, ABOUT 5 FEET (1.5 M) BELOW TRACK AND SET IN
 GB0251'THE TOP OF A CONCRETE POST PORJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0350 ***********************************************************************
 GB0350  DESIGNATION -  J 205
 GB0350  PID         -  GB0350
 GB0350  STATE/COUNTY-  KY/MCCREARY
 GB0350  USGS QUAD   -  WIBORG (1981)
 GB0350
 GB0350                         *CURRENT SURVEY CONTROL
 GB0350  ___________________________________________________________________
 GB0350* NAD 83(1986)-  36 50 53.     (N)    084 23 02.     (W)     SCALED    
 GB0350* NAVD 88     -       359.849  (meters)    1180.60   (feet)  ADJUSTED  
 GB0350  ___________________________________________________________________
 GB0350  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GB0350  DYNAMIC HT  -         359.566 (meters)    1179.68  (feet)  COMP
 GB0350  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 GB0350
 GB0350  VERT ORDER  -  SECOND    CLASS 0
 GB0350
 GB0350.The horizontal coordinates were scaled from a topographic map and have
 GB0350.an estimated accuracy of +/- 6 seconds.
 GB0350
 GB0350.The orthometric height was determined by differential leveling
 GB0350.and adjusted by the National Geodetic Survey in June 1991..
 GB0350
 GB0350.The geoid height was determined by GEOID03.
 GB0350
 GB0350.The dynamic height is computed by dividing the NAVD 88
 GB0350.geopotential number by the normal gravity value computed on the
 GB0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0350.degrees latitude (g = 980.6199 gals.).
 GB0350
 GB0350.The modeled gravity was interpolated from observed gravity values.
 GB0350
 GB0350;                    North         East    Units  Estimated Accuracy
 GB0350;SPC KY1Z     - 1,058,020.    1,621,850.      MT  (+/- 180 meters Scaled)
 GB0350
 GB0350                          SUPERSEDED SURVEY CONTROL
 GB0350
 GB0350  NGVD 29 (??/??/92)  360.003  (m)         1181.11   (f) ADJ UNCH    2 0
 GB0350
 GB0350.Superseded values are not recommended for survey control.
 GB0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0350.See file dsdata.txt to determine how the superseded data were derived.
 GB0350
 GB0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF332812(NAD 83)
 GB0350_MARKER: DB = BENCH MARK DISK
 GB0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0350_STAMPING: J 205 1950 1181.110
 GB0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0350+STABILITY: SURFACE MOTION
 GB0350
 GB0350  HISTORY     - Date     Condition        Report By
 GB0350  HISTORY     - 1950     MONUMENTED       CGS
 GB0350  HISTORY     - 1957     GOOD             NGS
 GB0350
 GB0350                          STATION DESCRIPTION
 GB0350
 GB0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0350'4 MI W FROM CUMBERLAND FALLS.
 GB0350'ABOUT 3.95 MILES WEST ALONG STATE HIGHWAY 90 FROM THE WEST
 GB0350'FERRY LANDING ON CUMBERLAND RIVER AT CUMBERLAND FALLS, ABOUT
 GB0350'0.85 MILE NORTHWEST OF HONEY BEE POST OFFICE, ABOUT 0.7 MILE
 GB0350'SOUTHEAST OF FIRST CHURCH OF CHRIST AND JUNCTION OF A GRAVEL
 GB0350'ROAD NORTHEAST, SET AT THE JUNCTION OF A DRIVE NORTHEAST TO
 GB0350'MARK E FARM, 36 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GB0350'26 FEET NORTHWEST OF THE CENTER LINE OF DRIVE, 1 FOOT SOUTH OF
 GB0350'THE SOUTH CORNER OF THE NORTHWEST ONE OF FOUR STONE POSTS AT
 GB0350'ENTRANCE DRIVE TO MARK E FARM, 1 FOOT SOUTHWEST OF THE SOUTHWEST
 GB0350'FACE OF ROCK FENCE ABOUT 3 FEET BELOW THE HIGHWAY AND SET IN THE
 GB0350'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB0350
 GB0350                          STATION RECOVERY (1957)
 GB0350
 GB0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2943 ***********************************************************************
 GA2943  DESIGNATION -  J 206
 GA2943  PID         -  GA2943
 GA2943  STATE/COUNTY-  KY/WHITLEY
 GA2943  USGS QUAD   -  FRAKES (1952)
 GA2943
 GA2943                         *CURRENT SURVEY CONTROL
 GA2943  ___________________________________________________________________
 GA2943* NAD 83(1986)-  36 42 36.     (N)    083 57 52.     (W)     SCALED    
 GA2943* NAVD 88     -       294.150  (meters)     965.06   (feet)  ADJUSTED  
 GA2943  ___________________________________________________________________
 GA2943  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GA2943  DYNAMIC HT  -         293.898 (meters)     964.23  (feet)  COMP
 GA2943  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GA2943
 GA2943  VERT ORDER  -  SECOND    CLASS 0
 GA2943
 GA2943.The horizontal coordinates were scaled from a topographic map and have
 GA2943.an estimated accuracy of +/- 6 seconds.
 GA2943
 GA2943.The orthometric height was determined by differential leveling
 GA2943.and adjusted by the National Geodetic Survey in June 1991..
 GA2943
 GA2943.The geoid height was determined by GEOID03.
 GA2943
 GA2943.The dynamic height is computed by dividing the NAVD 88
 GA2943.geopotential number by the normal gravity value computed on the
 GA2943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2943.degrees latitude (g = 980.6199 gals.).
 GA2943
 GA2943.The modeled gravity was interpolated from observed gravity values.
 GA2943
 GA2943;                    North         East    Units  Estimated Accuracy
 GA2943;SPC KY1Z     - 1,043,330.    1,659,550.      MT  (+/- 180 meters Scaled)
 GA2943
 GA2943                          SUPERSEDED SURVEY CONTROL
 GA2943
 GA2943  NGVD 29 (??/??/92)  294.298  (m)          965.54   (f) ADJ UNCH    2 0
 GA2943
 GA2943.Superseded values are not recommended for survey control.
 GA2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2943.See file dsdata.txt to determine how the superseded data were derived.
 GA2943
 GA2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA352667(NAD 83)
 GA2943_MARKER: DB = BENCH MARK DISK
 GA2943_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2943_SP_SET: BRIDGE
 GA2943_STAMPING: J 206 1950 965.543
 GA2943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA2943+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2002
 GA2943
 GA2943  HISTORY     - Date     Condition        Report By
 GA2943  HISTORY     - 1950     MONUMENTED       CGS
 GA2943  HISTORY     - 1957     GOOD             NGS
 GA2943  HISTORY     - 20020408 GOOD             INDIV
 GA2943
 GA2943                          STATION DESCRIPTION
 GA2943
 GA2943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2943'0.5 MI SE FROM CARPENTER.
 GA2943'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 92 FROM THE BAPTIST CHURCH
 GA2943'AND CEMETERY, AT CARPENTER, SET IN THE TOP OF THE NORTHEAST END
 GA2943'OF THE NORTHWEST ABUTMENT OF A 40 FOOT CONCRETE BRIDGE OVER
 GA2943'GOLDEN FORK, 0.1 MILE NORTHWEST OF THE JUNCTION OF A GRAVEL ROAD
 GA2943'NORTHEAST, 14 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, 1.5
 GA2943'FEET NORTHEAST OF CONCRETE BANISTER AND ABOUT LEVEL WITH
 GA2943'HIGHWAY.  NOTE-- MARK IS 1.4 MILES NORTHWEST FROM THE POST OFFICE
 GA2943'AT SILER.
 GA2943
 GA2943                          STATION RECOVERY (2002)
 GA2943
 GA2943'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DAA)
 GA2943'THE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.  A POINT WAS OFFSET
 GA2943'FOR A GPS OBSERVATION.  BECAUSE OF THE LOCATION IN THE STRUCTURE, IT
 GA2943'WAS NOT POSSIBLE TO POSITION A GPS RECEIVER OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2935 ***********************************************************************
 GA2935  DESIGNATION -  J 207
 GA2935  PID         -  GA2935
 GA2935  STATE/COUNTY-  KY/KNOX
 GA2935  USGS QUAD   -  KAYJAY (1983)
 GA2935
 GA2935                         *CURRENT SURVEY CONTROL
 GA2935  ___________________________________________________________________
 GA2935* NAD 83(1986)-  36 43 30.     (N)    083 50 29.     (W)     SCALED    
 GA2935* NAVD 88     -       347.179  (meters)    1139.04   (feet)  ADJUSTED  
 GA2935  ___________________________________________________________________
 GA2935  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GA2935  DYNAMIC HT  -         346.883 (meters)    1138.07  (feet)  COMP
 GA2935  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 GA2935
 GA2935  VERT ORDER  -  SECOND    CLASS 0
 GA2935
 GA2935.The horizontal coordinates were scaled from a topographic map and have
 GA2935.an estimated accuracy of +/- 6 seconds.
 GA2935
 GA2935.The orthometric height was determined by differential leveling
 GA2935.and adjusted by the National Geodetic Survey in June 1991..
 GA2935
 GA2935.The geoid height was determined by GEOID03.
 GA2935
 GA2935.The dynamic height is computed by dividing the NAVD 88
 GA2935.geopotential number by the normal gravity value computed on the
 GA2935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2935.degrees latitude (g = 980.6199 gals.).
 GA2935
 GA2935.The modeled gravity was interpolated from observed gravity values.
 GA2935
 GA2935;                    North         East    Units  Estimated Accuracy
 GA2935;SPC KY1Z     - 1,045,210.    1,670,510.      MT  (+/- 180 meters Scaled)
 GA2935
 GA2935                          SUPERSEDED SURVEY CONTROL
 GA2935
 GA2935  NGVD 29 (??/??/92)  347.328  (m)         1139.53   (f) ADJ UNCH    2 0
 GA2935
 GA2935.Superseded values are not recommended for survey control.
 GA2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2935.See file dsdata.txt to determine how the superseded data were derived.
 GA2935
 GA2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA462681(NAD 83)
 GA2935_MARKER: DB = BENCH MARK DISK
 GA2935_SETTING: 66 = SET IN ROCK OUTCROP
 GA2935_SP_SET: OUTCROP
 GA2935_STAMPING: J 207 1950 1139.525
 GA2935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2935+STABILITY: POSITION/ELEVATION WELL
 GA2935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2935+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2935
 GA2935  HISTORY     - Date     Condition        Report By
 GA2935  HISTORY     - 1950     MONUMENTED       CGS
 GA2935  HISTORY     - 1957     GOOD             NGS
 GA2935  HISTORY     - 20020806 GOOD             KYDT
 GA2935
 GA2935                          STATION DESCRIPTION
 GA2935
 GA2935'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2935'1.6 MI S FROM KAYJAY.
 GA2935'0.15 MILE SOUTHWEST ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT
 GA2935'KAYJAY, THENCE ABOUT 1.45 MILES SOUTH ALONG A GRAVEL ROAD, AT THE
 GA2935'FOOT OF A LONG HILL, ABOUT 0.95 MILE NORTH OF THE TOP OF GRADE,
 GA2935'ABOUT 0.1 MILE SOUTHEAST OF THE SCHOOL AT WHEELER, 74 FEET NORTH
 GA2935'OF THE CENTER LINE OF THE ROAD, 162 FEET NORTHWEST OF THE NORTHWEST
 GA2935'CORNER OF A WOODEN BRIDGE OVER WHEELER CREEK, SET VERTICALLY
 GA2935'IN THE SMOOTH VERTICAL FACE OF AN OUTCROP OF ROCK PROTRUDING
 GA2935'OUT OF BOTTOM OF HILL AND ABOUT 6 FEET ABOVE THE ROAD.  NOTE-- THE
 GA2935'MARK IS ALSO 30 YARDS WEST OF THE CENTERLINE OF A ROAD LEADING
 GA2935'NORTH, AND 12 FEET EAST OF AN 18-INCH BEECH TREE.
 GA2935
 GA2935                          STATION RECOVERY (1957)
 GA2935
 GA2935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2935'RECOVERED IN GOOD CONDITION.
 GA2935
 GA2935                          STATION RECOVERY (2002)
 GA2935
 GA2935'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2935'MARK IS 10 FEET NORTH OF CARSONITE WITNESS POST AND AT BASE OF A 30
 GA2935'INCH BEECH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2919 ***********************************************************************
 GA2919  DESIGNATION -  J 208
 GA2919  PID         -  GA2919
 GA2919  STATE/COUNTY-  KY/KNOX
 GA2919  USGS QUAD   -  BARBOURVILLE (1974)
 GA2919
 GA2919                         *CURRENT SURVEY CONTROL
 GA2919  ___________________________________________________________________
 GA2919* NAD 83(1986)-  36 45 12.     (N)    083 53 27.     (W)     SCALED    
 GA2919* NAVD 88     -       534.844  (meters)    1754.73   (feet)  ADJUSTED  
 GA2919  ___________________________________________________________________
 GA2919  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GA2919  DYNAMIC HT  -         534.397 (meters)    1753.27  (feet)  COMP
 GA2919  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 GA2919
 GA2919  VERT ORDER  -  SECOND    CLASS 0
 GA2919
 GA2919.The horizontal coordinates were scaled from a topographic map and have
 GA2919.an estimated accuracy of +/- 6 seconds.
 GA2919
 GA2919.The orthometric height was determined by differential leveling
 GA2919.and adjusted by the National Geodetic Survey in June 1991..
 GA2919
 GA2919.The geoid height was determined by GEOID03.
 GA2919
 GA2919.The dynamic height is computed by dividing the NAVD 88
 GA2919.geopotential number by the normal gravity value computed on the
 GA2919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2919.degrees latitude (g = 980.6199 gals.).
 GA2919
 GA2919.The modeled gravity was interpolated from observed gravity values.
 GA2919
 GA2919;                    North         East    Units  Estimated Accuracy
 GA2919;SPC KY1Z     - 1,048,270.    1,666,030.      MT  (+/- 180 meters Scaled)
 GA2919
 GA2919                          SUPERSEDED SURVEY CONTROL
 GA2919
 GA2919  NGVD 29 (??/??/92)  534.998  (m)         1755.24   (f) ADJ UNCH    2 0
 GA2919
 GA2919.Superseded values are not recommended for survey control.
 GA2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2919.See file dsdata.txt to determine how the superseded data were derived.
 GA2919
 GA2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA419714(NAD 83)
 GA2919_MARKER: DB = BENCH MARK DISK
 GA2919_SETTING: 66 = SET IN ROCK OUTCROP
 GA2919_SP_SET: OUTCROP
 GA2919_STAMPING: J 208 1951 1755.239
 GA2919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2919+STABILITY: POSITION/ELEVATION WELL
 GA2919
 GA2919  HISTORY     - Date     Condition        Report By
 GA2919  HISTORY     - 1951     MONUMENTED       CGS
 GA2919  HISTORY     - 1957     GOOD             NGS
 GA2919
 GA2919                          STATION DESCRIPTION
 GA2919
 GA2919'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2919'2.9 MI W FROM KAYJAY.
 GA2919'2.4 MILES WEST ALONG A ROUGH ROAD LEADING TO ANCHOR FROM THE
 GA2919'POST OFFICE AT KAYJAY, THENCE ABOUT 0.5 MILES SOUTHWEST ALONG
 GA2919'A TRAIL LEADING TO EAST RIDGE BRANCH, 110 YARDS WEST AND DOWNHILL
 GA2919'ALONG TRAIL FROM THE TOP OF RIDGE, SET IN THE TOP OF A FLAT
 GA2919'IRREGULAR SHAPED OUTCROP OF ROCK, 5 FEET NORTH OF THE CENTER LINE
 GA2919'OF TRAIL AND ABOUT 1 1/2 FEET ABOVE TRAIL.  (ROCK PROJECTS ABOUT
 GA2919'1 1/2 FEET OUT OF GROUND AND IS ABOUT 6 BY 6 FEET AND IS THE
 GA2919'LARGEST ROCK IN THIS VICINITY.
 GA2919
 GA2919                          STATION RECOVERY (1957)
 GA2919
 GA2919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2821 ***********************************************************************
 GA2821  DESIGNATION -  J 209
 GA2821  PID         -  GA2821
 GA2821  STATE/COUNTY-  KY/BELL
 GA2821  USGS QUAD   -  KAYJAY (1983)
 GA2821
 GA2821                         *CURRENT SURVEY CONTROL
 GA2821  ___________________________________________________________________
 GA2821* NAD 83(1986)-  36 38 28.     (N)    083 51 48.     (W)     SCALED    
 GA2821* NAVD 88     -       673.931  (meters)    2211.06   (feet)  ADJUSTED  
 GA2821  ___________________________________________________________________
 GA2821  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GA2821  DYNAMIC HT  -         673.311 (meters)    2209.02  (feet)  COMP
 GA2821  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 GA2821
 GA2821  VERT ORDER  -  SECOND    CLASS 0
 GA2821
 GA2821.The horizontal coordinates were scaled from a topographic map and have
 GA2821.an estimated accuracy of +/- 6 seconds.
 GA2821
 GA2821.The orthometric height was determined by differential leveling
 GA2821.and adjusted by the National Geodetic Survey in June 1991..
 GA2821
 GA2821.The geoid height was determined by GEOID03.
 GA2821
 GA2821.The dynamic height is computed by dividing the NAVD 88
 GA2821.geopotential number by the normal gravity value computed on the
 GA2821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2821.degrees latitude (g = 980.6199 gals.).
 GA2821
 GA2821.The modeled gravity was interpolated from observed gravity values.
 GA2821
 GA2821;                    North         East    Units  Estimated Accuracy
 GA2821;SPC KY1Z     - 1,035,870.    1,668,730.      MT  (+/- 180 meters Scaled)
 GA2821
 GA2821                          SUPERSEDED SURVEY CONTROL
 GA2821
 GA2821  NGVD 29 (??/??/92)  674.040  (m)         2211.41   (f) ADJ UNCH    2 0
 GA2821
 GA2821.Superseded values are not recommended for survey control.
 GA2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2821.See file dsdata.txt to determine how the superseded data were derived.
 GA2821
 GA2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA440588(NAD 83)
 GA2821_MARKER: DB = BENCH MARK DISK
 GA2821_SETTING: 66 = SET IN ROCK OUTCROP
 GA2821_SP_SET: SET IN ROCK OUTCROP
 GA2821_STAMPING: J 209 1951 2211.413
 GA2821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2821+STABILITY: POSITION/ELEVATION WELL
 GA2821
 GA2821  HISTORY     - Date     Condition        Report By
 GA2821  HISTORY     - 1951     MONUMENTED       CGS
 GA2821  HISTORY     - 1957     GOOD             NGS
 GA2821
 GA2821                          STATION DESCRIPTION
 GA2821
 GA2821'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2821'5.6 MI E FROM FRAKES.
 GA2821'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 190 FROM THE POST OFFICE
 GA2821'AT FRAKES, THENCE ABOUT 3.15 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 GA2821'ABOUT 1.35 MILES SOUTHEAST OF NEW VINE BAPTIST CHURCH AT LAUREL
 GA2821'FORK, ABOUT 0.25 MILE SOUTHEAST OF A SMALL WOODEN BRIDGE OVER A
 GA2821'CREEK, SET VERTICALLY IN THE VERTICAL FACE OF A 10 BY 10 FOOT
 GA2821'SANDSTONE ROCK IN A CUT, 25 FEET EAST OF THE CENTER LINE OF THE
 GA2821'ROAD, 5 FEET SOUTH OF THE NORTH END OF ROCK, AND ABOUT 4 FEET
 GA2821'ABOVE THE ROAD.  NOTE-- MARK MAY BE REACHED FROM FONDE, BELL
 GA2821'COUNTY BY GOING ABOUT 4.5 MILES NORTHEAST ALONG STATE HIGHWAY 74
 GA2821'FROM THE JUNCTION OF STATE HIGHWAY 535, THENCE ABOUT 1.45 MILES
 GA2821'NORTHWEST ALONG A GRAVEL ROAD.
 GA2821
 GA2821                          STATION RECOVERY (1957)
 GA2821
 GA2821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3000 ***********************************************************************
 GA3000  DESIGNATION -  J 210
 GA3000  PID         -  GA3000
 GA3000  STATE/COUNTY-  KY/BELL
 GA3000  USGS QUAD   -  FRAKES (1952)
 GA3000
 GA3000                         *CURRENT SURVEY CONTROL
 GA3000  ___________________________________________________________________
 GA3000* NAD 83(1986)-  36 38 57.     (N)    083 55 09.     (W)     SCALED    
 GA3000* NAVD 88     -       429.161  (meters)    1408.01   (feet)  ADJUSTED  
 GA3000  ___________________________________________________________________
 GA3000  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GA3000  DYNAMIC HT  -         428.784 (meters)    1406.77  (feet)  COMP
 GA3000  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 GA3000
 GA3000  VERT ORDER  -  SECOND    CLASS 0
 GA3000
 GA3000.The horizontal coordinates were scaled from a topographic map and have
 GA3000.an estimated accuracy of +/- 6 seconds.
 GA3000
 GA3000.The orthometric height was determined by differential leveling
 GA3000.and adjusted by the National Geodetic Survey in June 1991..
 GA3000
 GA3000.The geoid height was determined by GEOID03.
 GA3000
 GA3000.The dynamic height is computed by dividing the NAVD 88
 GA3000.geopotential number by the normal gravity value computed on the
 GA3000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3000.degrees latitude (g = 980.6199 gals.).
 GA3000
 GA3000.The modeled gravity was interpolated from observed gravity values.
 GA3000
 GA3000;                    North         East    Units  Estimated Accuracy
 GA3000;SPC KY1Z     - 1,036,660.    1,663,720.      MT  (+/- 180 meters Scaled)
 GA3000
 GA3000                          SUPERSEDED SURVEY CONTROL
 GA3000
 GA3000  NGVD 29 (??/??/92)  429.292  (m)         1408.44   (f) ADJ UNCH    2 0
 GA3000
 GA3000.Superseded values are not recommended for survey control.
 GA3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3000.See file dsdata.txt to determine how the superseded data were derived.
 GA3000
 GA3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA390599(NAD 83)
 GA3000_MARKER: DB = BENCH MARK DISK
 GA3000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA3000_SP_SET: CULVERT
 GA3000_STAMPING: J 210 1951 1408.435
 GA3000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3000
 GA3000  HISTORY     - Date     Condition        Report By
 GA3000  HISTORY     - 1951     MONUMENTED       CGS
 GA3000  HISTORY     - 1957     GOOD             NGS
 GA3000
 GA3000                          STATION DESCRIPTION
 GA3000
 GA3000'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA3000'0.6 MI NE FROM FRAKES.
 GA3000'0.6 MILE NORTHEAST ALONG STATE HIGHWAY 190 FROM THE POST OFFICE
 GA3000'AT FRAKES, ABOUT 0.8 MILE NORTHEAST OF HENDERSON SETTLEMENT
 GA3000'MISSIONARY SCHOOL, SET IN THE TOP OF THE SOUTHWEST END OF THE
 GA3000'NORTHWEST HEAD WALL OF A 10-FOOT CONCRETE CULVERT, 16 FEET
 GA3000'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT
 GA3000'BELOW THE HIGHWAY.
 GA3000
 GA3000                          STATION RECOVERY (1957)
 GA3000
 GA3000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA3000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0943 ***********************************************************************
 GZ0943  DESIGNATION -  J 211
 GZ0943  PID         -  GZ0943
 GZ0943  STATE/COUNTY-  KY/CASEY
 GZ0943  USGS QUAD   -  LIBERTY (1979)
 GZ0943
 GZ0943                         *CURRENT SURVEY CONTROL
 GZ0943  ___________________________________________________________________
 GZ0943* NAD 83(1986)-  37 19 50.     (N)    084 56 35.     (W)     SCALED    
 GZ0943* NAVD 88     -       274.927  (meters)     901.99   (feet)  ADJUSTED  
 GZ0943  ___________________________________________________________________
 GZ0943  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GZ0943  DYNAMIC HT  -         274.710 (meters)     901.28  (feet)  COMP
 GZ0943  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 GZ0943
 GZ0943  VERT ORDER  -  SECOND    CLASS 0
 GZ0943
 GZ0943.The horizontal coordinates were scaled from a topographic map and have
 GZ0943.an estimated accuracy of +/- 6 seconds.
 GZ0943
 GZ0943.The orthometric height was determined by differential leveling
 GZ0943.and adjusted by the National Geodetic Survey in June 1991..
 GZ0943
 GZ0943.The geoid height was determined by GEOID03.
 GZ0943
 GZ0943.The dynamic height is computed by dividing the NAVD 88
 GZ0943.geopotential number by the normal gravity value computed on the
 GZ0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0943.degrees latitude (g = 980.6199 gals.).
 GZ0943
 GZ0943.The modeled gravity was interpolated from observed gravity values.
 GZ0943
 GZ0943;                    North         East    Units  Estimated Accuracy
 GZ0943;SPC KY1Z     - 1,110,980.    1,571,510.      MT  (+/- 180 meters Scaled)
 GZ0943
 GZ0943                          SUPERSEDED SURVEY CONTROL
 GZ0943
 GZ0943  NGVD 29 (??/??/92)  275.069  (m)          902.46   (f) ADJ UNCH    2 0
 GZ0943
 GZ0943.Superseded values are not recommended for survey control.
 GZ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0943.See file dsdata.txt to determine how the superseded data were derived.
 GZ0943
 GZ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG822335(NAD 83)
 GZ0943_MARKER: DB = BENCH MARK DISK
 GZ0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0943_STAMPING: J 211 1951 902.456
 GZ0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0943+STABILITY: SURFACE MOTION
 GZ0943
 GZ0943  HISTORY     - Date     Condition        Report By
 GZ0943  HISTORY     - 1951     MONUMENTED       CGS
 GZ0943  HISTORY     - 1958     GOOD             NGS
 GZ0943
 GZ0943                          STATION DESCRIPTION
 GZ0943
 GZ0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0943'1 MI N FROM LIBERTY.
 GZ0943'ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 49 FROM THE COURT HOUSE
 GZ0943'AT LIBERTY, ABOUT 0.1 MILE NORTH OF CITY LIMIT SIGN, BETWEEN THE
 GZ0943'HIGHWAY AND A CREEK BRANCH, 21 FEET WEST OF THE CENTER LINE OF
 GZ0943'HIGHWAY, 123 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A ROAD
 GZ0943'LEADING NORTHWEST AND UP HILL ACROSS A WOODEN BRIDGE, 66 FEET
 GZ0943'NORTH OF THE CENTER OF THE JUNCTION OF A TRAIL LEADING NORTHWEST
 GZ0943'INTO CREEK BRANCH, 12 FEET SOUTH OF A TELEPHONE POLE, ABOUT 90
 GZ0943'YARDS NORTH OF MURPHYS GARAGE AND SERVICE STATION, 3 FEET SOUTHWEST
 GZ0943'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 GZ0943'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0943
 GZ0943                          STATION RECOVERY (1958)
 GZ0943
 GZ0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1415 ***********************************************************************
 GZ1415  DESIGNATION -  J 212
 GZ1415  PID         -  GZ1415
 GZ1415  STATE/COUNTY-  KY/MARION
 GZ1415  USGS QUAD   -  LEBANON EAST (1994)
 GZ1415
 GZ1415                         *CURRENT SURVEY CONTROL
 GZ1415  ___________________________________________________________________
 GZ1415* NAD 83(1986)-  37 31 56.     (N)    085 13 36.     (W)     SCALED    
 GZ1415* NAVD 88     -       221.317  (meters)     726.10   (feet)  ADJUSTED  
 GZ1415  ___________________________________________________________________
 GZ1415  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GZ1415  DYNAMIC HT  -         221.142 (meters)     725.53  (feet)  COMP
 GZ1415  MODELED GRAV-     979,837.6   (mgal)                       NAVD 88
 GZ1415
 GZ1415  VERT ORDER  -  SECOND    CLASS 0
 GZ1415
 GZ1415.The horizontal coordinates were scaled from a topographic map and have
 GZ1415.an estimated accuracy of +/- 6 seconds.
 GZ1415
 GZ1415.The orthometric height was determined by differential leveling
 GZ1415.and adjusted by the National Geodetic Survey in June 1991..
 GZ1415
 GZ1415.The geoid height was determined by GEOID03.
 GZ1415
 GZ1415.The dynamic height is computed by dividing the NAVD 88
 GZ1415.geopotential number by the normal gravity value computed on the
 GZ1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1415.degrees latitude (g = 980.6199 gals.).
 GZ1415
 GZ1415.The modeled gravity was interpolated from observed gravity values.
 GZ1415
 GZ1415;                    North         East    Units  Estimated Accuracy
 GZ1415;SPC KY1Z     - 1,133,190.    1,546,250.      MT  (+/- 180 meters Scaled)
 GZ1415
 GZ1415                          SUPERSEDED SURVEY CONTROL
 GZ1415
 GZ1415  NGVD 29 (??/??/92)  221.455  (m)          726.56   (f) ADJ UNCH    2 0
 GZ1415
 GZ1415.Superseded values are not recommended for survey control.
 GZ1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1415.See file dsdata.txt to determine how the superseded data were derived.
 GZ1415
 GZ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG566553(NAD 83)
 GZ1415_MARKER: DB = BENCH MARK DISK
 GZ1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1415_STAMPING: J 212 1951 726.557
 GZ1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1415+STABILITY: SURFACE MOTION
 GZ1415
 GZ1415  HISTORY     - Date     Condition        Report By
 GZ1415  HISTORY     - 1951     MONUMENTED       CGS
 GZ1415  HISTORY     - 1958     GOOD             NGS
 GZ1415  HISTORY     - 1983     GOOD             KYDT
 GZ1415
 GZ1415                          STATION DESCRIPTION
 GZ1415
 GZ1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1415'3 MI SE FROM LEBANON.
 GZ1415'ABOUT 3.05 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM THE
 GZ1415'JUNCTION OF U.S. HIGHWAY 68 AT LEBANON, ABOUT 1.1 MILES NORTHWEST
 GZ1415'OF A SMALL STEEL BRIDGE OVER CASEY CREEK, ABOUT 105 YARDS
 GZ1415'SOUTHEAST OF AN 8-FOOT CONCRETE CULVERT UNDER HIGHWAY, AT THE
 GZ1415'TOP OF A SMALL GRADE, 23 FEET SOUTHWEST OF THE CENTER LINE OF
 GZ1415'HIGHWAY, 147 FEET SOUTHEAST OF THE JUNCTION OF A SMALL ROAD
 GZ1415'LEADING NORTHEAST AND UPHILL, 2 FEET NORTHEAST OF A FENCE LINE,
 GZ1415'39 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET SOUTH OF A
 GZ1415'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 GZ1415'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1415
 GZ1415                          STATION RECOVERY (1958)
 GZ1415
 GZ1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1415'RECOVERED IN GOOD CONDITION.
 GZ1415
 GZ1415                          STATION RECOVERY (1983)
 GZ1415
 GZ1415'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1727 ***********************************************************************
 GZ1727  DESIGNATION -  J 214
 GZ1727  PID         -  GZ1727
 GZ1727  STATE/COUNTY-  KY/TAYLOR
 GZ1727  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ1727
 GZ1727                         *CURRENT SURVEY CONTROL
 GZ1727  ___________________________________________________________________
 GZ1727* NAD 83(1986)-  37 20 37.     (N)    085 15 18.     (W)     SCALED    
 GZ1727* NAVD 88     -       220.568  (meters)     723.65   (feet)  ADJUSTED  
 GZ1727  ___________________________________________________________________
 GZ1727  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GZ1727  DYNAMIC HT  -         220.391 (meters)     723.07  (feet)  COMP
 GZ1727  MODELED GRAV-     979,826.2   (mgal)                       NAVD 88
 GZ1727
 GZ1727  VERT ORDER  -  SECOND    CLASS 0
 GZ1727
 GZ1727.The horizontal coordinates were scaled from a topographic map and have
 GZ1727.an estimated accuracy of +/- 6 seconds.
 GZ1727
 GZ1727.The orthometric height was determined by differential leveling
 GZ1727.and adjusted by the National Geodetic Survey in June 1991..
 GZ1727
 GZ1727.The geoid height was determined by GEOID03.
 GZ1727
 GZ1727.The dynamic height is computed by dividing the NAVD 88
 GZ1727.geopotential number by the normal gravity value computed on the
 GZ1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1727.degrees latitude (g = 980.6199 gals.).
 GZ1727
 GZ1727.The modeled gravity was interpolated from observed gravity values.
 GZ1727
 GZ1727;                    North         East    Units  Estimated Accuracy
 GZ1727;SPC KY1Z     - 1,112,240.    1,543,860.      MT  (+/- 180 meters Scaled)
 GZ1727
 GZ1727                          SUPERSEDED SURVEY CONTROL
 GZ1727
 GZ1727  NGVD 29 (??/??/92)  220.707  (m)          724.10   (f) ADJ UNCH    2 0
 GZ1727
 GZ1727.Superseded values are not recommended for survey control.
 GZ1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1727.See file dsdata.txt to determine how the superseded data were derived.
 GZ1727
 GZ1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG545344(NAD 83)
 GZ1727_MARKER: DB = BENCH MARK DISK
 GZ1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1727_STAMPING: J 214 1951 724.103
 GZ1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1727+STABILITY: SURFACE MOTION
 GZ1727
 GZ1727  HISTORY     - Date     Condition        Report By
 GZ1727  HISTORY     - 1951     MONUMENTED       CGS
 GZ1727  HISTORY     - 1970     MARK NOT FOUND   NGS
 GZ1727
 GZ1727                          STATION DESCRIPTION
 GZ1727
 GZ1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1727'0.4 MI SW FROM ACTON.
 GZ1727'ABOUT 0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 70 FROM THE
 GZ1727'CROSSROADS AND SCHOOL AT ACTON, ABOUT 90 YARDS SOUTHWEST OF THE
 GZ1727'TOP OF A GRADE, 26 FEET NORTHWEST OF THE CENTER LINE OF THE
 GZ1727'HIGHWAY, 1 FOOT SOUTHEAST OF A FENCE LINE, 171 FEET SOUTH-SOUTHWEST
 GZ1727'OF THE SOUTH CORNER OF A LARGE WHITE BARN, 3 FEET SOUTHWEST OF
 GZ1727'A TELEPHONE POLE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 GZ1727'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1727
 GZ1727                          STATION RECOVERY (1970)
 GZ1727
 GZ1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GZ1727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1593 ***********************************************************************
 GZ1593  DESIGNATION -  J 215
 GZ1593  PID         -  GZ1593
 GZ1593  STATE/COUNTY-  KY/TAYLOR
 GZ1593  USGS QUAD   -  BRADFORDSVILLE (1952)
 GZ1593
 GZ1593                         *CURRENT SURVEY CONTROL
 GZ1593  ___________________________________________________________________
 GZ1593* NAD 83(1986)-  37 24 42.     (N)    085 07 57.     (W)     SCALED    
 GZ1593* NAVD 88     -       245.190  (meters)     804.43   (feet)  ADJUSTED  
 GZ1593  ___________________________________________________________________
 GZ1593  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GZ1593  DYNAMIC HT  -         244.994 (meters)     803.78  (feet)  COMP
 GZ1593  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 GZ1593
 GZ1593  VERT ORDER  -  SECOND    CLASS 0
 GZ1593
 GZ1593.The horizontal coordinates were scaled from a topographic map and have
 GZ1593.an estimated accuracy of +/- 6 seconds.
 GZ1593
 GZ1593.The orthometric height was determined by differential leveling
 GZ1593.and adjusted by the National Geodetic Survey in June 1991..
 GZ1593
 GZ1593.The geoid height was determined by GEOID03.
 GZ1593
 GZ1593.The dynamic height is computed by dividing the NAVD 88
 GZ1593.geopotential number by the normal gravity value computed on the
 GZ1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1593.degrees latitude (g = 980.6199 gals.).
 GZ1593
 GZ1593.The modeled gravity was interpolated from observed gravity values.
 GZ1593
 GZ1593;                    North         East    Units  Estimated Accuracy
 GZ1593;SPC KY1Z     - 1,119,860.    1,554,660.      MT  (+/- 180 meters Scaled)
 GZ1593
 GZ1593                          SUPERSEDED SURVEY CONTROL
 GZ1593
 GZ1593  NGVD 29 (??/??/92)  245.324  (m)          804.87   (f) ADJ UNCH    2 0
 GZ1593
 GZ1593.Superseded values are not recommended for survey control.
 GZ1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1593.See file dsdata.txt to determine how the superseded data were derived.
 GZ1593
 GZ1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG652421(NAD 83)
 GZ1593_MARKER: DB = BENCH MARK DISK
 GZ1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1593_STAMPING: J 215 1951 804.867
 GZ1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1593+STABILITY: SURFACE MOTION
 GZ1593
 GZ1593  HISTORY     - Date     Condition        Report By
 GZ1593  HISTORY     - 1951     MONUMENTED       CGS
 GZ1593  HISTORY     - 1958     GOOD             NGS
 GZ1593  HISTORY     - 1983     GOOD             KYDT
 GZ1593
 GZ1593                          STATION DESCRIPTION
 GZ1593
 GZ1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1593'0.1 MI W FROM MERRIMAC.
 GZ1593'ABOUT 0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE METHODIST
 GZ1593'CHURCH AT MERRIMAC, ABOUT 0.2 MILE WEST OF THE POST OFFICE, 197
 GZ1593'FEET SOUTHWEST OF THE SOUTHWEST END OF AN 80-FOOT STEEL BRIDGE
 GZ1593'OVER A CREEK, 15 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 GZ1593'1 FOOT SOUTHEAST OF A WIRE FENCE, 56 FEET SOUTHWEST OF THE FIRST
 GZ1593'TELEPHONE POLE SOUTHWEST OF BRIDGE, 2 FEET SOUTHWEST OF A WHITE
 GZ1593'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 GZ1593'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1593
 GZ1593                          STATION RECOVERY (1958)
 GZ1593
 GZ1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1593'RECOVERED IN GOOD CONDITION.
 GZ1593
 GZ1593                          STATION RECOVERY (1983)
 GZ1593
 GZ1593'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1041 ***********************************************************************
 GZ1041  DESIGNATION -  J 216
 GZ1041  PID         -  GZ1041
 GZ1041  STATE/COUNTY-  KY/PULASKI
 GZ1041  USGS QUAD   -  SCIENCE HILL (1961)
 GZ1041
 GZ1041                         *CURRENT SURVEY CONTROL
 GZ1041  ___________________________________________________________________
 GZ1041* NAD 83(1986)-  37 09 35.     (N)    084 44 45.     (W)     SCALED    
 GZ1041* NAVD 88     -       333.179  (meters)    1093.10   (feet)  POSTED    
 GZ1041  ___________________________________________________________________
 GZ1041  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GZ1041  DYNAMIC HT  -         332.910 (meters)    1092.22  (feet)  COMP
 GZ1041  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GZ1041
 GZ1041  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GZ1041
 GZ1041.The horizontal coordinates were scaled from a topographic map and have
 GZ1041.an estimated accuracy of +/- 6 seconds.
 GZ1041
 GZ1041.The orthometric height was determined by differential leveling
 GZ1041.and adjusted by the National Geodetic Survey in 1992..
 GZ1041.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GZ1041.rate of 2.1 thru 3.0 mm/km.
 GZ1041
 GZ1041.The geoid height was determined by GEOID03.
 GZ1041
 GZ1041.The dynamic height is computed by dividing the NAVD 88
 GZ1041.geopotential number by the normal gravity value computed on the
 GZ1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1041.degrees latitude (g = 980.6199 gals.).
 GZ1041
 GZ1041.The modeled gravity was interpolated from observed gravity values.
 GZ1041
 GZ1041;                    North         East    Units  Estimated Accuracy
 GZ1041;SPC KY1Z     - 1,092,200.    1,589,190.      MT  (+/- 180 meters Scaled)
 GZ1041
 GZ1041                          SUPERSEDED SURVEY CONTROL
 GZ1041
 GZ1041  NGVD 29 (??/??/92)  333.312  (m)         1093.54   (f) ADJ UNCH    2 0
 GZ1041
 GZ1041.Superseded values are not recommended for survey control.
 GZ1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1041.See file dsdata.txt to determine how the superseded data were derived.
 GZ1041
 GZ1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG001149(NAD 83)
 GZ1041_MARKER: DB = BENCH MARK DISK
 GZ1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1041_STAMPING: J 216 1951 1093.541
 GZ1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1041+STABILITY: SURFACE MOTION
 GZ1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1041+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 GZ1041
 GZ1041  HISTORY     - Date     Condition        Report By
 GZ1041  HISTORY     - 1951     MONUMENTED       CGS
 GZ1041  HISTORY     - 1958     GOOD             NGS
 GZ1041  HISTORY     - 20050509 GOOD             KYDT
 GZ1041
 GZ1041                          STATION DESCRIPTION
 GZ1041
 GZ1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1041'0.6 MI W FROM KING BEE.
 GZ1041'ABOUT 0.6 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1041'AT KING BEE, ABOUT 309 FEET SOUTH-SOUTHWEST AND ACROSS ROAD
 GZ1041'FROM KING BEE SCHOOL BUILDING, 56 FEET SOUTHWEST OF THE
 GZ1041'CENTER LINE OF ROAD, 39 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GZ1041'OF KING BEE CHURCH OF THE NAZARENE, 20 FEET SOUTHWEST OF A
 GZ1041'FENCE CORNER, 1 1/2 FEET NORTHWEST OF A FENCE LINE, 1 1/2
 GZ1041'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET
 GZ1041'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1041'4 INCHES.
 GZ1041
 GZ1041                          STATION RECOVERY (1958)
 GZ1041
 GZ1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1041'RECOVERED IN GOOD CONDITION.
 GZ1041
 GZ1041                          STATION RECOVERY (2005)
 GZ1041
 GZ1041'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1041'MARK IS ABOUT 0.6 MILE WEST ALONG KY 1676 FROM COMMUNITY OF KING BEE,
 GZ1041'AT KING BEE CHURCH OF THE NAZARENE, 36 FEET SOUTHWEST OF FENCE CORNER,
 GZ1041'10 FEET SOUTHWEST OF SOUTH KY RECC POWER POLE 147441 WITH SECURITY
 GZ1041'LIGHT, 6 FEET NORTHEAST OF A 48 INCH FORKED OAK TREE, 1.5 FEET
 GZ1041'NORTHEAST OF ORIGINAL WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0955 ***********************************************************************
 GZ0955  DESIGNATION -  J 217
 GZ0955  PID         -  GZ0955
 GZ0955  STATE/COUNTY-  KY/CASEY
 GZ0955  USGS QUAD   -  PHIL (1953)
 GZ0955
 GZ0955                         *CURRENT SURVEY CONTROL
 GZ0955  ___________________________________________________________________
 GZ0955* NAD 83(1986)-  37 13 04.     (N)    084 56 04.     (W)     SCALED    
 GZ0955* NAVD 88     -       237.847  (meters)     780.34   (feet)  ADJUSTED  
 GZ0955  ___________________________________________________________________
 GZ0955  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GZ0955  DYNAMIC HT  -         237.655 (meters)     779.71  (feet)  COMP
 GZ0955  MODELED GRAV-     979,819.0   (mgal)                       NAVD 88
 GZ0955
 GZ0955  VERT ORDER  -  SECOND    CLASS 0
 GZ0955
 GZ0955.The horizontal coordinates were scaled from a topographic map and have
 GZ0955.an estimated accuracy of +/- 6 seconds.
 GZ0955
 GZ0955.The orthometric height was determined by differential leveling
 GZ0955.and adjusted by the National Geodetic Survey in June 1991..
 GZ0955
 GZ0955.The geoid height was determined by GEOID03.
 GZ0955
 GZ0955.The dynamic height is computed by dividing the NAVD 88
 GZ0955.geopotential number by the normal gravity value computed on the
 GZ0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0955.degrees latitude (g = 980.6199 gals.).
 GZ0955
 GZ0955.The modeled gravity was interpolated from observed gravity values.
 GZ0955
 GZ0955;                    North         East    Units  Estimated Accuracy
 GZ0955;SPC KY1Z     - 1,098,480.    1,572,380.      MT  (+/- 180 meters Scaled)
 GZ0955
 GZ0955                          SUPERSEDED SURVEY CONTROL
 GZ0955
 GZ0955  NGVD 29 (??/??/92)  237.985  (m)          780.79   (f) ADJ UNCH    2 0
 GZ0955
 GZ0955.Superseded values are not recommended for survey control.
 GZ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0955.See file dsdata.txt to determine how the superseded data were derived.
 GZ0955
 GZ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG832210(NAD 83)
 GZ0955_MARKER: DB = BENCH MARK DISK
 GZ0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0955_STAMPING: J 217 1951 780.789
 GZ0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0955+STABILITY: SURFACE MOTION
 GZ0955
 GZ0955  HISTORY     - Date     Condition        Report By
 GZ0955  HISTORY     - 1951     MONUMENTED       CGS
 GZ0955  HISTORY     - 1958     GOOD             NGS
 GZ0955
 GZ0955                          STATION DESCRIPTION
 GZ0955
 GZ0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0955'1.1 MI NE FROM PHIL.
 GZ0955'ABOUT 1.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ0955'AND ROAD JUNCTION AT PHIL, ABOUT 0.75 MILE NORTHEAST OF THE SCHOOL
 GZ0955'AT PHIL, ABOUT 1.05 MILES SOUTHWEST OF LABASCUS POST OFFICE, AT
 GZ0955'THE RESIDENCE OF FORREST TUCKER, 139 FEET SOUTHEAST AND ACROSS
 GZ0955'THE ROAD FROM THE EAST CORNER OF HOUSE, 68 1/2 FEET SOUTHWEST OF
 GZ0955'THE WEST CORNER OF A BARN, 39 FEET SOUTHEAST OF THE CENTER LINE OF
 GZ0955'THE ROAD, 9 1/2 FEET SOUTH OF A 30-INCH SYCAMORE TREE IN A FENCE
 GZ0955'LINE, 10 FEET NORTHEAST OF THE CENTER LINE OF A FARM ROAD SOUTHEAST,
 GZ0955'2 1/2 FEET SOUTHWEST OF A FENCE LINE, 1 1/2 FEET NORTHWEST OF A
 GZ0955'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 GZ0955'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0955
 GZ0955                          STATION RECOVERY (1958)
 GZ0955
 GZ0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0961 ***********************************************************************
 GZ0961  DESIGNATION -  J 218
 GZ0961  PID         -  GZ0961
 GZ0961  STATE/COUNTY-  KY/CASEY
 GZ0961  USGS QUAD   -  YOSEMITE (1979)
 GZ0961
 GZ0961                         *CURRENT SURVEY CONTROL
 GZ0961  ___________________________________________________________________
 GZ0961* NAD 83(1986)-  37 16 13.     (N)    084 52 29.     (W)     SCALED    
 GZ0961* NAVD 88     -       267.791  (meters)     878.58   (feet)  ADJUSTED  
 GZ0961  ___________________________________________________________________
 GZ0961  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GZ0961  DYNAMIC HT  -         267.575 (meters)     877.87  (feet)  COMP
 GZ0961  MODELED GRAV-     979,816.8   (mgal)                       NAVD 88
 GZ0961
 GZ0961  VERT ORDER  -  SECOND    CLASS 0
 GZ0961
 GZ0961.The horizontal coordinates were scaled from a topographic map and have
 GZ0961.an estimated accuracy of +/- 6 seconds.
 GZ0961
 GZ0961.The orthometric height was determined by differential leveling
 GZ0961.and adjusted by the National Geodetic Survey in June 1991..
 GZ0961
 GZ0961.The geoid height was determined by GEOID03.
 GZ0961
 GZ0961.The dynamic height is computed by dividing the NAVD 88
 GZ0961.geopotential number by the normal gravity value computed on the
 GZ0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0961.degrees latitude (g = 980.6199 gals.).
 GZ0961
 GZ0961.The modeled gravity was interpolated from observed gravity values.
 GZ0961
 GZ0961;                    North         East    Units  Estimated Accuracy
 GZ0961;SPC KY1Z     - 1,104,350.    1,577,630.      MT  (+/- 180 meters Scaled)
 GZ0961
 GZ0961                          SUPERSEDED SURVEY CONTROL
 GZ0961
 GZ0961  NGVD 29 (??/??/92)  267.924  (m)          879.01   (f) ADJ UNCH    2 0
 GZ0961
 GZ0961.Superseded values are not recommended for survey control.
 GZ0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0961.See file dsdata.txt to determine how the superseded data were derived.
 GZ0961
 GZ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG884269(NAD 83)
 GZ0961_MARKER: DB = BENCH MARK DISK
 GZ0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0961_STAMPING: J 218 1951 879.014
 GZ0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0961+STABILITY: SURFACE MOTION
 GZ0961
 GZ0961  HISTORY     - Date     Condition        Report By
 GZ0961  HISTORY     - 1951     MONUMENTED       CGS
 GZ0961  HISTORY     - 1958     GOOD             NGS
 GZ0961
 GZ0961                          STATION DESCRIPTION
 GZ0961
 GZ0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0961'1 MI NE FROM GILPIN.
 GZ0961'ABOUT 1.05 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ0961'AT GILPIN, AT TRACE FORK BAPTIST CHURCH AND CEMETERY, 26 FEET WEST
 GZ0961'OF THE CENTER LINE OF THE ROAD, 18 FEET NORTHEAST OF THE TOMBSTONE
 GZ0961'OF MARTHA C. GILPIN, 16 1/2 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 GZ0961'CORNER OF THE CHURCH BUILDING, 7 FEET WEST OF THE NORTHEAST CORNER
 GZ0961'OF THE CEMETERY FENCE, 1 1/2 FEET NORTH OF THE CEMETERY FENCE
 GZ0961'LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2
 GZ0961'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ0961'PROJECTING 4 INCHES.
 GZ0961
 GZ0961                          STATION RECOVERY (1958)
 GZ0961
 GZ0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1026 ***********************************************************************
 GZ1026  DESIGNATION -  J 219
 GZ1026  PID         -  GZ1026
 GZ1026  STATE/COUNTY-  KY/CASEY
 GZ1026  USGS QUAD   -  MINTONVILLE (1976)
 GZ1026
 GZ1026                         *CURRENT SURVEY CONTROL
 GZ1026  ___________________________________________________________________
 GZ1026* NAD 83(1986)-  37 14 25.     (N)    084 50 58.     (W)     SCALED    
 GZ1026* NAVD 88     -       271.495  (meters)     890.73   (feet)  ADJUSTED  
 GZ1026  ___________________________________________________________________
 GZ1026  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GZ1026  DYNAMIC HT  -         271.271 (meters)     889.99  (feet)  COMP
 GZ1026  MODELED GRAV-     979,801.4   (mgal)                       NAVD 88
 GZ1026
 GZ1026  VERT ORDER  -  SECOND    CLASS 0
 GZ1026
 GZ1026.The horizontal coordinates were scaled from a topographic map and have
 GZ1026.an estimated accuracy of +/- 6 seconds.
 GZ1026
 GZ1026.The orthometric height was determined by differential leveling
 GZ1026.and adjusted by the National Geodetic Survey in June 1991..
 GZ1026
 GZ1026.The geoid height was determined by GEOID03.
 GZ1026
 GZ1026.The dynamic height is computed by dividing the NAVD 88
 GZ1026.geopotential number by the normal gravity value computed on the
 GZ1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1026.degrees latitude (g = 980.6199 gals.).
 GZ1026
 GZ1026.The modeled gravity was interpolated from observed gravity values.
 GZ1026
 GZ1026;                    North         East    Units  Estimated Accuracy
 GZ1026;SPC KY1Z     - 1,101,040.    1,579,900.      MT  (+/- 180 meters Scaled)
 GZ1026
 GZ1026                          SUPERSEDED SURVEY CONTROL
 GZ1026
 GZ1026  NGVD 29 (??/??/92)  271.622  (m)          891.15   (f) ADJ UNCH    2 0
 GZ1026
 GZ1026.Superseded values are not recommended for survey control.
 GZ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1026.See file dsdata.txt to determine how the superseded data were derived.
 GZ1026
 GZ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG907236(NAD 83)
 GZ1026_MARKER: DB = BENCH MARK DISK
 GZ1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1026_STAMPING: J 219 1951 891.147
 GZ1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1026+STABILITY: SURFACE MOTION
 GZ1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1026+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 GZ1026
 GZ1026  HISTORY     - Date     Condition        Report By
 GZ1026  HISTORY     - 1951     MONUMENTED       CGS
 GZ1026  HISTORY     - 1958     GOOD             NGS
 GZ1026  HISTORY     - 20050503 GOOD             KYDT
 GZ1026
 GZ1026                          STATION DESCRIPTION
 GZ1026
 GZ1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1026'3 MI W FROM ARGYLE.
 GZ1026'ABOUT 2.95 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE
 GZ1026'AND CROSSROADS AT ARGYLE, ABOUT 0.2 MILE WEST OF JONATHAN FORK
 GZ1026'SCHOOL BUILDING, AT THE JUNCTION OF A ROAD SOUTH, 49 FEET
 GZ1026'SOUTH OF THE CENTER LINE OF THE ROAD, 27 FEET EAST OF THE
 GZ1026'CENTER LINE OF ROAD SOUTH, 7 FEET SOUTH OF A POWER POLE, 1 1/2
 GZ1026'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW
 GZ1026'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GZ1026'INCHES.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT GILPIN
 GZ1026'BY GOING ABOUT 0.75 MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE
 GZ1026'ABOUT 2.65 MILES EAST ALONG A DIRT ROAD LEADING TO ARGYLE.
 GZ1026
 GZ1026                          STATION RECOVERY (1958)
 GZ1026
 GZ1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1026'RECOVERED IN GOOD CONDITION.
 GZ1026
 GZ1026                          STATION RECOVERY (2005)
 GZ1026
 GZ1026'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1026'MARK IS BURIED 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0071 ***********************************************************************
 GD0071  DESIGNATION -  J 22
 GD0071  PID         -  GD0071
 GD0071  STATE/COUNTY-  KY/TRIGG
 GD0071  USGS QUAD   -  FENTON (1986)
 GD0071
 GD0071                         *CURRENT SURVEY CONTROL
 GD0071  ___________________________________________________________________
 GD0071* NAD 83(1986)-  36 47 32.     (N)    088 00 14.     (W)     SCALED    
 GD0071* NAVD 88     -       109.645  (meters)     359.73   (feet)  ADJUSTED  
 GD0071  ___________________________________________________________________
 GD0071  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GD0071  DYNAMIC HT  -         109.559 (meters)     359.44  (feet)  COMP
 GD0071  MODELED GRAV-     979,847.8   (mgal)                       NAVD 88
 GD0071
 GD0071  VERT ORDER  -  FIRST     CLASS II
 GD0071
 GD0071.The horizontal coordinates were scaled from a topographic map and have
 GD0071.an estimated accuracy of +/- 6 seconds.
 GD0071
 GD0071.The orthometric height was determined by differential leveling
 GD0071.and adjusted by the National Geodetic Survey in June 1991..
 GD0071
 GD0071.The geoid height was determined by GEOID03.
 GD0071
 GD0071.The dynamic height is computed by dividing the NAVD 88
 GD0071.geopotential number by the normal gravity value computed on the
 GD0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0071.degrees latitude (g = 980.6199 gals.).
 GD0071
 GD0071.The modeled gravity was interpolated from observed gravity values.
 GD0071
 GD0071;                    North         East    Units  Estimated Accuracy
 GD0071;SPC KY1Z     - 1,053,360.    1,298,840.      MT  (+/- 180 meters Scaled)
 GD0071
 GD0071                          SUPERSEDED SURVEY CONTROL
 GD0071
 GD0071  NGVD 29 (??/??/??)  109.716  (m)          359.96   (f) ADJUSTED    1 2
 GD0071
 GD0071.Superseded values are not recommended for survey control.
 GD0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0071.See file dsdata.txt to determine how the superseded data were derived.
 GD0071
 GD0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF104722(NAD 83)
 GD0071_MARKER: DB = BENCH MARK DISK
 GD0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0071_STAMPING: J 22 1934
 GD0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0071+STABILITY: SURFACE MOTION
 GD0071
 GD0071  HISTORY     - Date     Condition        Report By
 GD0071  HISTORY     - 1934     MONUMENTED       CGS
 GD0071  HISTORY     - 1948     GOOD             CGS
 GD0071  HISTORY     - 1972     GOOD             NGS
 GD0071
 GD0071                          STATION DESCRIPTION
 GD0071
 GD0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0071'1.1 MI E FROM GOLDEN POND.
 GD0071'ABOUT 1.1 MILES EAST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0071'AT GOLDEN POND, 28 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION
 GD0071'OF THE HIGHWAY WITH A GRAVEL ROAD LEADING SOUTHEAST, ABOUT 60
 GD0071'YARDS NORTHEAST OF A BROWN FARM HOUSE ON THE SOUTHEAST SIDE OF
 GD0071'THE HIGHWAY, AT THE NORTH CORNER OF A GARDEN, 76 FEET SOUTHEAST
 GD0071'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF A FENCE CORNER,
 GD0071'2 1/2 FEET NORTHEAST OF A NORTHWEST-SOUTHEAST FENCE ALONG THE
 GD0071'NORTHEAST EDGE OF THE GARDEN, 1 1/2 FEET SOUTHEAST OF THE
 GD0071'SOUTHEAST RIGHT OF WAY FENCE LINE, 4 FEET EAST OF A WHITE WOODEN
 GD0071'WITNESS POST, 5 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 GD0071'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.  NOTE-- MONUMENT
 GD0071'IS PLUS OR MINUS 400 FT S OF NEW HWY 68 AND PLUS OR MINUS
 GD0071'1/2 FOOT UNDER GROUND.  PLUS OR MINUS 35.0 FT S OF E AND W
 GD0071'FENCE LINE ALONG OLD ABANDONED HWY 68 PLUS OR MINUS 1.0 FOOT
 GD0071'E OF 4 IN WILLOW POST AND SIGN AT MONUMENT.
 GD0071
 GD0071                          STATION RECOVERY (1972)
 GD0071
 GD0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0711 ***********************************************************************
 GZ0711  DESIGNATION -  J 220
 GZ0711  PID         -  GZ0711
 GZ0711  STATE/COUNTY-  KY/PULASKI
 GZ0711  USGS QUAD   -  DELMER (1973)
 GZ0711
 GZ0711                         *CURRENT SURVEY CONTROL
 GZ0711  ___________________________________________________________________
 GZ0711* NAD 83(1986)-  37 03 58.     (N)    084 43 48.     (W)     SCALED    
 GZ0711* NAVD 88     -       323.940  (meters)    1062.79   (feet)  ADJUSTED  
 GZ0711  ___________________________________________________________________
 GZ0711  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GZ0711  DYNAMIC HT  -         323.680 (meters)    1061.94  (feet)  COMP
 GZ0711  MODELED GRAV-     979,820.1   (mgal)                       NAVD 88
 GZ0711
 GZ0711  VERT ORDER  -  FIRST     CLASS I
 GZ0711
 GZ0711.The horizontal coordinates were scaled from a topographic map and have
 GZ0711.an estimated accuracy of +/- 6 seconds.
 GZ0711
 GZ0711.The orthometric height was determined by differential leveling
 GZ0711.and adjusted by the National Geodetic Survey in June 1991..
 GZ0711
 GZ0711.The geoid height was determined by GEOID03.
 GZ0711
 GZ0711.The dynamic height is computed by dividing the NAVD 88
 GZ0711.geopotential number by the normal gravity value computed on the
 GZ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0711.degrees latitude (g = 980.6199 gals.).
 GZ0711
 GZ0711.The modeled gravity was interpolated from observed gravity values.
 GZ0711
 GZ0711;                    North         East    Units  Estimated Accuracy
 GZ0711;SPC KY1Z     - 1,081,820.    1,590,710.      MT  (+/- 180 meters Scaled)
 GZ0711
 GZ0711                          SUPERSEDED SURVEY CONTROL
 GZ0711
 GZ0711  NGVD 29 (??/??/92)  324.087  (m)         1063.28   (f) ADJ UNCH    1 1
 GZ0711
 GZ0711.Superseded values are not recommended for survey control.
 GZ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0711.See file dsdata.txt to determine how the superseded data were derived.
 GZ0711
 GZ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG018046(NAD 83)
 GZ0711_MARKER: DB = BENCH MARK DISK
 GZ0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0711_STAMPING: J 220 1951 1063.256
 GZ0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0711+STABILITY: SURFACE MOTION
 GZ0711
 GZ0711  HISTORY     - Date     Condition        Report By
 GZ0711  HISTORY     - 1951     MONUMENTED       CGS
 GZ0711  HISTORY     - 1968     GOOD             NGS
 GZ0711  HISTORY     - 1983     GOOD             KYDT
 GZ0711
 GZ0711                          STATION DESCRIPTION
 GZ0711
 GZ0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ0711'1 MI SE FROM NANCY.
 GZ0711'ABOUT 1.05 MILES SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE
 GZ0711'POST OFFICE AT NANCY, 0.4 MILE EAST OF THE MILL SPRINGS NATIONAL
 GZ0711'CEMETERY, 34 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 37
 GZ0711'FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 86 FEET SOUTHWEST
 GZ0711'OF THE SOUTHWEST CORNER OF A BARN, 29 FEET WEST OF A CORNER
 GZ0711'FENCE POST, 0.9 FOOT EAST OF A METAL WITNESS POST, ABOUT 3
 GZ0711'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GZ0711'CONCRETE POST WHICH PROJECTS 3 INCHES.
 GZ0711
 GZ0711                          STATION RECOVERY (1983)
 GZ0711
 GZ0711'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0193 ***********************************************************************
 GB0193  DESIGNATION -  J 221
 GB0193  PID         -  GB0193
 GB0193  STATE/COUNTY-  KY/WHITLEY
 GB0193  USGS QUAD   -  JELLICO EAST (1982)
 GB0193
 GB0193                         *CURRENT SURVEY CONTROL
 GB0193  ___________________________________________________________________
 GB0193* NAD 83(1986)-  36 36 59.     (N)    084 04 56.     (W)     SCALED    
 GB0193* NAVD 88     -       295.108  (meters)     968.20   (feet)  ADJUSTED  
 GB0193  ___________________________________________________________________
 GB0193  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB0193  DYNAMIC HT  -         294.855 (meters)     967.37  (feet)  COMP
 GB0193  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 GB0193
 GB0193  VERT ORDER  -  SECOND    CLASS 0
 GB0193
 GB0193.The horizontal coordinates were scaled from a topographic map and have
 GB0193.an estimated accuracy of +/- 6 seconds.
 GB0193
 GB0193.The orthometric height was determined by differential leveling
 GB0193.and adjusted by the National Geodetic Survey in June 1991..
 GB0193
 GB0193.The geoid height was determined by GEOID03.
 GB0193
 GB0193.The dynamic height is computed by dividing the NAVD 88
 GB0193.geopotential number by the normal gravity value computed on the
 GB0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0193.degrees latitude (g = 980.6199 gals.).
 GB0193
 GB0193.The modeled gravity was interpolated from observed gravity values.
 GB0193
 GB0193;                    North         East    Units  Estimated Accuracy
 GB0193;SPC KY1Z     - 1,032,750.    1,649,210.      MT  (+/- 180 meters Scaled)
 GB0193
 GB0193                          SUPERSEDED SURVEY CONTROL
 GB0193
 GB0193  NGVD 29 (??/??/92)  295.257  (m)          968.69   (f) ADJ UNCH    2 0
 GB0193
 GB0193.Superseded values are not recommended for survey control.
 GB0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0193.See file dsdata.txt to determine how the superseded data were derived.
 GB0193
 GB0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF609562(NAD 83)
 GB0193_MARKER: DB = BENCH MARK DISK
 GB0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0193_STAMPING: J 221 1951 968.689
 GB0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0193+STABILITY: SURFACE MOTION
 GB0193
 GB0193  HISTORY     - Date     Condition        Report By
 GB0193  HISTORY     - 1951     MONUMENTED       CGS
 GB0193  HISTORY     - 1957     GOOD             NGS
 GB0193
 GB0193                          STATION DESCRIPTION
 GB0193
 GB0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0193'1.4 MI NE FROM LOT.
 GB0193'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 471 FROM THE
 GB0193'OVERPASS OF THE LOUISVILLE AND NASHVILLE RAILROAD OVER THE
 GB0193'HIGHWAY AT LOT, THENCE ABOUT 0.5 MILE EAST ALONG A GRAVEL ROAD,
 GB0193'ABOUT 0.2 MILE NORTHEAST OF A 50-FOOT WOODEN BRIDGE OVER CANE
 GB0193'CREEK, SET AT THE JUNCTION OF A ROAD NORTH AND ON THE OUTSIDE
 GB0193'OF A SHARP CURVE IN MAIN ROAD WITH TANGENTS EXTENDING SOUTH AND
 GB0193'EAST, AT AN OLD ABANDONED STRIP MINE, 60 FEET NORTHWEST OF THE
 GB0193'CENTER LINE OF THE ROAD, 86 FEET NORTH-NORTHWEST OF THE CENTER
 GB0193'OF THE JUNCTION OF THE WEST LEG OF ROAD NORTH, 19 FEET WEST OF
 GB0193'THE CENTER LINE OF ROAD NORTH, 2 FEET SOUTH OF A WHITE WOODEN
 GB0193'WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 GB0193'CONCRETE POST PROJECTING 6 INCHES.
 GB0193
 GB0193                          STATION RECOVERY (1957)
 GB0193
 GB0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1627 ***********************************************************************
 GZ1627  DESIGNATION -  J 222
 GZ1627  PID         -  GZ1627
 GZ1627  STATE/COUNTY-  KY/TAYLOR
 GZ1627  USGS QUAD   -  SALOMA (1961)
 GZ1627
 GZ1627                         *CURRENT SURVEY CONTROL
 GZ1627  ___________________________________________________________________
 GZ1627* NAD 83(1986)-  37 22 58.     (N)    085 25 21.     (W)     SCALED    
 GZ1627* NAVD 88     -       271.514  (meters)     890.79   (feet)  ADJUSTED  
 GZ1627  ___________________________________________________________________
 GZ1627  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GZ1627  DYNAMIC HT  -         271.300 (meters)     890.09  (feet)  COMP
 GZ1627  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GZ1627
 GZ1627  VERT ORDER  -  SECOND    CLASS 0
 GZ1627
 GZ1627.The horizontal coordinates were scaled from a topographic map and have
 GZ1627.an estimated accuracy of +/- 6 seconds.
 GZ1627
 GZ1627.The orthometric height was determined by differential leveling
 GZ1627.and adjusted by the National Geodetic Survey in June 1991..
 GZ1627
 GZ1627.The geoid height was determined by GEOID03.
 GZ1627
 GZ1627.The dynamic height is computed by dividing the NAVD 88
 GZ1627.geopotential number by the normal gravity value computed on the
 GZ1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1627.degrees latitude (g = 980.6199 gals.).
 GZ1627
 GZ1627.The modeled gravity was interpolated from observed gravity values.
 GZ1627
 GZ1627;                    North         East    Units  Estimated Accuracy
 GZ1627;SPC KY1Z     - 1,116,520.    1,529,000.      MT  (+/- 180 meters Scaled)
 GZ1627
 GZ1627                          SUPERSEDED SURVEY CONTROL
 GZ1627
 GZ1627  NGVD 29 (??/??/92)  271.648  (m)          891.23   (f) ADJ UNCH    2 0
 GZ1627
 GZ1627.Superseded values are not recommended for survey control.
 GZ1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1627.See file dsdata.txt to determine how the superseded data were derived.
 GZ1627
 GZ1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG396385(NAD 83)
 GZ1627_MARKER: DB = BENCH MARK DISK
 GZ1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1627_STAMPING: J 222 1951
 GZ1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1627+STABILITY: SURFACE MOTION
 GZ1627
 GZ1627  HISTORY     - Date     Condition        Report By
 GZ1627  HISTORY     - 1951     MONUMENTED       CGS
 GZ1627
 GZ1627                          STATION DESCRIPTION
 GZ1627
 GZ1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1627'2.6 MI SW FROM SALOMA.
 GZ1627'ABOUT 2.55 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE
 GZ1627'CROSSROADS AT SALOMA, ABOUT 0.35 MILE SOUTHWEST OF THE
 GZ1627'INTERSECTION OF STATE HIGHWAY 210, AT PLEASANT UNION CHURCH
 GZ1627'AND SCHOOL, ABOUT 100 YARDS SOUTHEAST OF THE CHURCH, 30 FEET
 GZ1627'NORTHEAST OF THE CENTER LINE OF THE ROAD, 95 FEET SOUTH OF THE
 GZ1627'SOUTH CORNER OF THE SCHOOL, 11 1/2 FEET NORTH OF A 14-INCH WALNUT
 GZ1627'TREE, 29 1/2 FEET NORTHEAST OF A 30-INCH POPLAR TREE, 2 FEET
 GZ1627'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GZ1627'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2217 ***********************************************************************
 GZ2217  DESIGNATION -  J 223
 GZ2217  PID         -  GZ2217
 GZ2217  STATE/COUNTY-  KY/TAYLOR
 GZ2217  USGS QUAD   -  HIBERNIA (1976)
 GZ2217
 GZ2217                         *CURRENT SURVEY CONTROL
 GZ2217  ___________________________________________________________________
 GZ2217* NAD 83(1986)-  37 24 21.     (N)    085 30 11.     (W)     SCALED    
 GZ2217* NAVD 88     -       260.016  (meters)     853.07   (feet)  ADJUSTED  
 GZ2217  ___________________________________________________________________
 GZ2217  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GZ2217  DYNAMIC HT  -         259.814 (meters)     852.41  (feet)  COMP
 GZ2217  MODELED GRAV-     979,845.9   (mgal)                       NAVD 88
 GZ2217
 GZ2217  VERT ORDER  -  SECOND    CLASS 0
 GZ2217
 GZ2217.The horizontal coordinates were scaled from a topographic map and have
 GZ2217.an estimated accuracy of +/- 6 seconds.
 GZ2217
 GZ2217.The orthometric height was determined by differential leveling
 GZ2217.and adjusted by the National Geodetic Survey in June 1991..
 GZ2217
 GZ2217.The geoid height was determined by GEOID03.
 GZ2217
 GZ2217.The dynamic height is computed by dividing the NAVD 88
 GZ2217.geopotential number by the normal gravity value computed on the
 GZ2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2217.degrees latitude (g = 980.6199 gals.).
 GZ2217
 GZ2217.The modeled gravity was interpolated from observed gravity values.
 GZ2217
 GZ2217;                    North         East    Units  Estimated Accuracy
 GZ2217;SPC KY1Z     - 1,119,060.    1,521,860.      MT  (+/- 180 meters Scaled)
 GZ2217
 GZ2217                          SUPERSEDED SURVEY CONTROL
 GZ2217
 GZ2217  NGVD 29 (??/??/92)  260.152  (m)          853.52   (f) ADJ UNCH    2 0
 GZ2217
 GZ2217.Superseded values are not recommended for survey control.
 GZ2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2217.See file dsdata.txt to determine how the superseded data were derived.
 GZ2217
 GZ2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG324409(NAD 83)
 GZ2217_MARKER: DB = BENCH MARK DISK
 GZ2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2217_STAMPING: J 223 1951
 GZ2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2217+STABILITY: SURFACE MOTION
 GZ2217
 GZ2217  HISTORY     - Date     Condition        Report By
 GZ2217  HISTORY     - 1951     MONUMENTED       CGS
 GZ2217  HISTORY     - 1961     MARK NOT FOUND   NGS
 GZ2217
 GZ2217                          STATION DESCRIPTION
 GZ2217
 GZ2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2217'0.6 MI NE FROM MAC.
 GZ2217'ABOUT 0.85 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE
 GZ2217'CROSSROADS AND POST OFFICE AT MAC, ABOUT 0.7 MILE SOUTHWEST OF THE
 GZ2217'JUNCTION OF STATE HIGHWAY 210, ABOUT 0.5 MILE SOUTHWEST OF OAK
 GZ2217'HILL SCHOOL, SET AT THE JUNCTION OF A DRIVE NORTHWEST TO A
 GZ2217'FARM HOUSE, 57 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 19
 GZ2217'FEET NORTH OF THE CENTER LINE OF THE NORTHEAST LEG OF DRIVE,
 GZ2217'54 FEET SOUTHEAST OF THE EAST CORNER OF A PICKET FENCE AROUND
 GZ2217'HOUSE, 15 1/2 FEET EAST OF A 24-INCH MAPLE TREE, 1 FOOT
 GZ2217'SOUTHWEST OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 GZ2217'WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD, ABOUT LEVEL WITH
 GZ2217'DRIVE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ2217'NOTE-- A NEW HOUSE HAS BEEN BUILT ON THE PROPERTY, THE FRONT
 GZ2217'YARD HAS BEEN GRADED, AND THE DRIVEWAY HAS BEEN CHANGED
 GZ2217'SLIGHTLY, APPARENTLY OVER THE BENCH MARK.
 GZ2217
 GZ2217                          STATION RECOVERY (1961)
 GZ2217
 GZ2217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GZ2217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1564 ***********************************************************************
 GZ1564  DESIGNATION -  J 224
 GZ1564  PID         -  GZ1564
 GZ1564  STATE/COUNTY-  KY/TAYLOR
 GZ1564  USGS QUAD   -  GREENSBURG (1987)
 GZ1564
 GZ1564                         *CURRENT SURVEY CONTROL
 GZ1564  ___________________________________________________________________
 GZ1564* NAD 83(1986)-  37 21 27.     (N)    085 27 26.     (W)     SCALED    
 GZ1564* NAVD 88     -       223.692  (meters)     733.90   (feet)  ADJUSTED  
 GZ1564  ___________________________________________________________________
 GZ1564  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GZ1564  DYNAMIC HT  -         223.517 (meters)     733.32  (feet)  COMP
 GZ1564  MODELED GRAV-     979,843.9   (mgal)                       NAVD 88
 GZ1564
 GZ1564  VERT ORDER  -  SECOND    CLASS 0
 GZ1564
 GZ1564.The horizontal coordinates were scaled from a topographic map and have
 GZ1564.an estimated accuracy of +/- 6 seconds.
 GZ1564
 GZ1564.The orthometric height was determined by differential leveling
 GZ1564.and adjusted by the National Geodetic Survey in June 1991..
 GZ1564
 GZ1564.The geoid height was determined by GEOID03.
 GZ1564
 GZ1564.The dynamic height is computed by dividing the NAVD 88
 GZ1564.geopotential number by the normal gravity value computed on the
 GZ1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1564.degrees latitude (g = 980.6199 gals.).
 GZ1564
 GZ1564.The modeled gravity was interpolated from observed gravity values.
 GZ1564
 GZ1564;                    North         East    Units  Estimated Accuracy
 GZ1564;SPC KY1Z     - 1,113,710.    1,525,940.      MT  (+/- 180 meters Scaled)
 GZ1564
 GZ1564                          SUPERSEDED SURVEY CONTROL
 GZ1564
 GZ1564  NGVD 29 (??/??/92)  223.831  (m)          734.35   (f) ADJ UNCH    2 0
 GZ1564
 GZ1564.Superseded values are not recommended for survey control.
 GZ1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1564.See file dsdata.txt to determine how the superseded data were derived.
 GZ1564
 GZ1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG366356(NAD 83)
 GZ1564_MARKER: DB = BENCH MARK DISK
 GZ1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1564_STAMPING: J 224 1951
 GZ1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1564+STABILITY: SURFACE MOTION
 GZ1564
 GZ1564  HISTORY     - Date     Condition        Report By
 GZ1564  HISTORY     - 1951     MONUMENTED       CGS
 GZ1564  HISTORY     - 1961     MARK NOT FOUND   USGS
 GZ1564
 GZ1564                          STATION DESCRIPTION
 GZ1564
 GZ1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1564'AT BENGAL.
 GZ1564'AT BENGAL, AT THE FRIENDSHIP BAPTIST CHURCH, ABOUT 0.15 MILE
 GZ1564'SOUTHEAST OF THE POST, 150 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 GZ1564'CORNER OF THE CHURCH, 36 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GZ1564'ROAD, 18 FEET NORTH OF A 40-INCH BEECH TREE, 44 FEET
 GZ1564'SOUTH-SOUTHEAST OF A 40-INCH BEECH TREE, 2 FEET SOUTHEAST OF
 GZ1564'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 GZ1564'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1564
 GZ1564                          STATION RECOVERY (1961)
 GZ1564
 GZ1564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GZ1564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1661 ***********************************************************************
 GZ1661  DESIGNATION -  J 225
 GZ1661  PID         -  GZ1661
 GZ1661  STATE/COUNTY-  KY/ADAIR
 GZ1661  USGS QUAD   -  CANE VALLEY (1979)
 GZ1661
 GZ1661                         *CURRENT SURVEY CONTROL
 GZ1661  ___________________________________________________________________
 GZ1661* NAD 83(1986)-  37 09 26.     (N)    085 17 14.     (W)     SCALED    
 GZ1661* NAVD 88     -       263.530  (meters)     864.60   (feet)  ADJUSTED  
 GZ1661  ___________________________________________________________________
 GZ1661  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GZ1661  DYNAMIC HT  -         263.321 (meters)     863.91  (feet)  COMP
 GZ1661  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 GZ1661
 GZ1661  VERT ORDER  -  SECOND    CLASS 0
 GZ1661
 GZ1661.The horizontal coordinates were scaled from a topographic map and have
 GZ1661.an estimated accuracy of +/- 6 seconds.
 GZ1661
 GZ1661.The orthometric height was determined by differential leveling
 GZ1661.and adjusted by the National Geodetic Survey in June 1991..
 GZ1661
 GZ1661.The geoid height was determined by GEOID03.
 GZ1661
 GZ1661.The dynamic height is computed by dividing the NAVD 88
 GZ1661.geopotential number by the normal gravity value computed on the
 GZ1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1661.degrees latitude (g = 980.6199 gals.).
 GZ1661
 GZ1661.The modeled gravity was interpolated from observed gravity values.
 GZ1661
 GZ1661;                    North         East    Units  Estimated Accuracy
 GZ1661;SPC KY1Z     - 1,091,540.    1,541,110.      MT  (+/- 180 meters Scaled)
 GZ1661
 GZ1661                          SUPERSEDED SURVEY CONTROL
 GZ1661
 GZ1661  NGVD 29 (??/??/92)  263.681  (m)          865.09   (f) ADJ UNCH    2 0
 GZ1661
 GZ1661.Superseded values are not recommended for survey control.
 GZ1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1661.See file dsdata.txt to determine how the superseded data were derived.
 GZ1661
 GZ1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG520136(NAD 83)
 GZ1661_MARKER: DB = BENCH MARK DISK
 GZ1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1661_STAMPING: J 225 1951 865.093
 GZ1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1661+STABILITY: SURFACE MOTION
 GZ1661
 GZ1661  HISTORY     - Date     Condition        Report By
 GZ1661  HISTORY     - 1951     MONUMENTED       CGS
 GZ1661  HISTORY     - 1958     GOOD             NGS
 GZ1661
 GZ1661                          STATION DESCRIPTION
 GZ1661
 GZ1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1661'2 MI SW FROM ABSHER.
 GZ1661'ABOUT 1.95 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ1661'OFFICE AT ABSHER, AT THE T JUNCTION OF A NORTH-SOUTH GRAVEL ROAD,
 GZ1661'27 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 103
 GZ1661'FEET NORTH OF THE CENTER LINE OF ROAD EAST, 26 FEET NORTHWEST
 GZ1661'OF A 24-INCH MAPLE TREE, 3 FEET NORTH OF A TELEPHONE POLE,
 GZ1661'1 FOOT WEST OF A FENCE LINE, 2 FEET BELOW THE ROAD NORTH AND
 GZ1661'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1661
 GZ1661                          STATION RECOVERY (1958)
 GZ1661
 GZ1661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2136 ***********************************************************************
 GZ2136  DESIGNATION -  J 226
 GZ2136  PID         -  GZ2136
 GZ2136  STATE/COUNTY-  KY/GREEN
 GZ2136  USGS QUAD   -  EXIE (1987)
 GZ2136
 GZ2136                         *CURRENT SURVEY CONTROL
 GZ2136  ___________________________________________________________________
 GZ2136* NAD 83(1986)-  37 13 40.     (N)    085 30 39.     (W)     SCALED    
 GZ2136* NAVD 88     -       173.028  (meters)     567.68   (feet)  ADJUSTED  
 GZ2136  ___________________________________________________________________
 GZ2136  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GZ2136  DYNAMIC HT  -         172.894 (meters)     567.24  (feet)  COMP
 GZ2136  MODELED GRAV-     979,854.3   (mgal)                       NAVD 88
 GZ2136
 GZ2136  VERT ORDER  -  SECOND    CLASS 0
 GZ2136
 GZ2136.The horizontal coordinates were scaled from a topographic map and have
 GZ2136.an estimated accuracy of +/- 6 seconds.
 GZ2136
 GZ2136.The orthometric height was determined by differential leveling
 GZ2136.and adjusted by the National Geodetic Survey in June 1991..
 GZ2136
 GZ2136.The geoid height was determined by GEOID03.
 GZ2136
 GZ2136.The dynamic height is computed by dividing the NAVD 88
 GZ2136.geopotential number by the normal gravity value computed on the
 GZ2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2136.degrees latitude (g = 980.6199 gals.).
 GZ2136
 GZ2136.The modeled gravity was interpolated from observed gravity values.
 GZ2136
 GZ2136;                    North         East    Units  Estimated Accuracy
 GZ2136;SPC KY1Z     - 1,099,300.    1,521,220.      MT  (+/- 180 meters Scaled)
 GZ2136
 GZ2136                          SUPERSEDED SURVEY CONTROL
 GZ2136
 GZ2136  NGVD 29 (??/??/92)  173.178  (m)          568.17   (f) ADJ UNCH    2 0
 GZ2136
 GZ2136.Superseded values are not recommended for survey control.
 GZ2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2136.See file dsdata.txt to determine how the superseded data were derived.
 GZ2136
 GZ2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG321211(NAD 83)
 GZ2136_MARKER: DB = BENCH MARK DISK
 GZ2136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2136_SP_SET: ABUTMENT
 GZ2136_STAMPING: J 226 1951
 GZ2136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2136
 GZ2136  HISTORY     - Date     Condition        Report By
 GZ2136  HISTORY     - 1951     MONUMENTED       CGS
 GZ2136
 GZ2136                          STATION DESCRIPTION
 GZ2136
 GZ2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2136'2.6 MI SW FROM GREENSBURG.
 GZ2136'ABOUT 2.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 68 FROM THE OLD
 GZ2136'COURT HOUSE AT GREENSBURG, ABOUT 1.1 MILES SOUTHWEST OF THE
 GZ2136'JUNCTION OF STATE HIGHWAY 61, SET IN THE TOP OF THE SOUTH END OF
 GZ2136'THE EAST ABUTMENT OF A STEEL BRIDGE OVER RUSSELL CREEK, 15 FEET
 GZ2136'SOUTH OF THE CENTER LINE OF HIGHWAY, 1/2 FOOT NORTH OF SOUTH END
 GZ2136'OF ABUTMENT AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2553 ***********************************************************************
 GZ2553  DESIGNATION -  J 226 RESET 1980
 GZ2553  PID         -  GZ2553
 GZ2553  STATE/COUNTY-  KY/GREEN
 GZ2553  USGS QUAD   -  EXIE (1987)
 GZ2553
 GZ2553                         *CURRENT SURVEY CONTROL
 GZ2553  ___________________________________________________________________
 GZ2553* NAD 83(1986)-  37 13 40.     (N)    085 30 39.     (W)     SCALED    
 GZ2553* NAVD 88     -       170.27   (meters)     558.6    (feet)  RESET     
 GZ2553  ___________________________________________________________________
 GZ2553  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GZ2553
 GZ2553  VERT ORDER  -  THIRD
 GZ2553
 GZ2553.The horizontal coordinates were scaled from a topographic map and have
 GZ2553.an estimated accuracy of +/- 6 seconds.
 GZ2553
 GZ2553.The orthometric height was computed from unverified reset data.
 GZ2553.No vertical observational check was made to the station.
 GZ2553
 GZ2553.The geoid height was determined by GEOID03.
 GZ2553
 GZ2553;                    North         East    Units  Estimated Accuracy
 GZ2553;SPC KY1Z     - 1,099,300.    1,521,220.      MT  (+/- 180 meters Scaled)
 GZ2553
 GZ2553                          SUPERSEDED SURVEY CONTROL
 GZ2553
 GZ2553  NGVD 29 (10/08/05)  170.42   (m)          559.1    (f) RESET       3  
 GZ2553
 GZ2553.Superseded values are not recommended for survey control.
 GZ2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2553.See file dsdata.txt to determine how the superseded data were derived.
 GZ2553
 GZ2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG321211(NAD 83)
 GZ2553_MARKER: DB = BENCH MARK DISK
 GZ2553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2553_SP_SET: CONCRETE BRIDGE
 GZ2553_STAMPING: J 226 RESET 1980
 GZ2553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2553+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 GZ2553
 GZ2553  HISTORY     - Date     Condition        Report By
 GZ2553  HISTORY     - 1980     MONUMENTED       NGS
 GZ2553  HISTORY     - 20010424 GOOD             KYDT
 GZ2553
 GZ2553                          STATION DESCRIPTION
 GZ2553
 GZ2553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GZ2553'2.65 MI SW FROM GREENSBURG.
 GZ2553'2.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 68 FROM THE OLD COURTHOUSE
 GZ2553'IN GREENSBURG, IN THE TOP SOUTHEND OF THE EAST ABUTMENT OF THE
 GZ2553'CONCRETE BRIDGE OVER RUSSELL CREEK, ABOUT 6 FEET LOWER THAN FLOOR
 GZ2553'OF THE BRIDGE, 1 FOOT EAST THE WEST EDGE OF THE ABUTMENT AND
 GZ2553'2 FEET NORTH OF THE SOUTH EDGE OF THE ABUTMENT.
 GZ2553
 GZ2553                          STATION RECOVERY (2001)
 GZ2553
 GZ2553'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2553'MARK IS UNDER BRIDGE IN ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1429 ***********************************************************************
 GZ1429  DESIGNATION -  J 227
 GZ1429  PID         -  GZ1429
 GZ1429  STATE/COUNTY-  KY/MARION
 GZ1429  USGS QUAD   -  LEBANON WEST (1994)
 GZ1429
 GZ1429                         *CURRENT SURVEY CONTROL
 GZ1429  ___________________________________________________________________
 GZ1429* NAD 83(1986)-  37 35 23.     (N)    085 16 01.     (W)     SCALED    
 GZ1429* NAVD 88     -       245.357  (meters)     804.98   (feet)  ADJUSTED  
 GZ1429  ___________________________________________________________________
 GZ1429  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 GZ1429  DYNAMIC HT  -         245.164 (meters)     804.34  (feet)  COMP
 GZ1429  MODELED GRAV-     979,838.3   (mgal)                       NAVD 88
 GZ1429
 GZ1429  VERT ORDER  -  SECOND    CLASS 0
 GZ1429
 GZ1429.The horizontal coordinates were scaled from a topographic map and have
 GZ1429.an estimated accuracy of +/- 6 seconds.
 GZ1429
 GZ1429.The orthometric height was determined by differential leveling
 GZ1429.and adjusted by the National Geodetic Survey in June 1991..
 GZ1429
 GZ1429.The geoid height was determined by GEOID03.
 GZ1429
 GZ1429.The dynamic height is computed by dividing the NAVD 88
 GZ1429.geopotential number by the normal gravity value computed on the
 GZ1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1429.degrees latitude (g = 980.6199 gals.).
 GZ1429
 GZ1429.The modeled gravity was interpolated from observed gravity values.
 GZ1429
 GZ1429;                    North         East    Units  Estimated Accuracy
 GZ1429;SPC KY1Z     - 1,139,550.    1,542,660.      MT  (+/- 180 meters Scaled)
 GZ1429
 GZ1429                          SUPERSEDED SURVEY CONTROL
 GZ1429
 GZ1429  NGVD 29 (??/??/92)  245.492  (m)          805.42   (f) ADJ UNCH    2 0
 GZ1429
 GZ1429.Superseded values are not recommended for survey control.
 GZ1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1429.See file dsdata.txt to determine how the superseded data were derived.
 GZ1429
 GZ1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG530617(NAD 83)
 GZ1429_MARKER: DB = BENCH MARK DISK
 GZ1429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1429_SP_SET: CULVERT
 GZ1429_STAMPING: J 227 1951
 GZ1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1429
 GZ1429  HISTORY     - Date     Condition        Report By
 GZ1429  HISTORY     - 1951     MONUMENTED       CGS
 GZ1429  HISTORY     - 1958     GOOD             NGS
 GZ1429
 GZ1429                          STATION DESCRIPTION
 GZ1429
 GZ1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1429'1.6 MI NW FROM LEBANON.
 GZ1429'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 55 FROM THE POST OFFICE
 GZ1429'AT LEBANON, THENCE ABOUT 1.1 MILES NORTHWEST ALONG STATE HIGHWAY
 GZ1429'429, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD
 GZ1429'WALL OF A 9-FOOT CONCRETE CULVERT, 12 FEET NORTHEAST OF THE
 GZ1429'CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 GZ1429
 GZ1429                          STATION RECOVERY (1958)
 GZ1429
 GZ1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1983 ***********************************************************************
 GZ1983  DESIGNATION -  J 228
 GZ1983  PID         -  GZ1983
 GZ1983  STATE/COUNTY-  KY/GREEN
 GZ1983  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ1983
 GZ1983                         *CURRENT SURVEY CONTROL
 GZ1983  ___________________________________________________________________
 GZ1983* NAD 83(1986)-  37 20 39.     (N)    085 36 04.     (W)     SCALED    
 GZ1983* NAVD 88     -       218.813  (meters)     717.89   (feet)  ADJUSTED  
 GZ1983  ___________________________________________________________________
 GZ1983  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GZ1983  DYNAMIC HT  -         218.645 (meters)     717.34  (feet)  COMP
 GZ1983  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 GZ1983
 GZ1983  VERT ORDER  -  SECOND    CLASS 0
 GZ1983
 GZ1983.The horizontal coordinates were scaled from a topographic map and have
 GZ1983.an estimated accuracy of +/- 6 seconds.
 GZ1983
 GZ1983.The orthometric height was determined by differential leveling
 GZ1983.and adjusted by the National Geodetic Survey in June 1991..
 GZ1983
 GZ1983.The geoid height was determined by GEOID03.
 GZ1983
 GZ1983.The dynamic height is computed by dividing the NAVD 88
 GZ1983.geopotential number by the normal gravity value computed on the
 GZ1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1983.degrees latitude (g = 980.6199 gals.).
 GZ1983
 GZ1983.The modeled gravity was interpolated from observed gravity values.
 GZ1983
 GZ1983;                    North         East    Units  Estimated Accuracy
 GZ1983;SPC KY1Z     - 1,112,200.    1,513,190.      MT  (+/- 180 meters Scaled)
 GZ1983
 GZ1983                          SUPERSEDED SURVEY CONTROL
 GZ1983
 GZ1983  NGVD 29 (??/??/92)  218.951  (m)          718.34   (f) ADJ UNCH    2 0
 GZ1983
 GZ1983.Superseded values are not recommended for survey control.
 GZ1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1983.See file dsdata.txt to determine how the superseded data were derived.
 GZ1983
 GZ1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG239339(NAD 83)
 GZ1983_MARKER: DB = BENCH MARK DISK
 GZ1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1983_STAMPING: J 228 1951
 GZ1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1983+STABILITY: SURFACE MOTION
 GZ1983
 GZ1983  HISTORY     - Date     Condition        Report By
 GZ1983  HISTORY     - 1951     MONUMENTED       CGS
 GZ1983  HISTORY     - 1961     MARK NOT FOUND   NGS
 GZ1983
 GZ1983                          STATION DESCRIPTION
 GZ1983
 GZ1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1983'2.9 MI SW FROM ALLENDALE.
 GZ1983'ABOUT 0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE BAPTIST
 GZ1983'CHURCH AT ALLENDALE, THENCE ABOUT 1.95 MILES SOUTHWEST AND WEST
 GZ1983'ALONG A GRAVEL ROAD, ABOUT 0.2 MILE EAST OF A SCHOOL, ON THE
 GZ1983'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND NORTHEAST,
 GZ1983'AT THE JUNCTION OF A DRIVE SOUTH TO A SMALL UNPAINTED HOUSE, 74
 GZ1983'FEET SOUTH OF THE CENTER LINE OF ROAD, 43 FEET EAST OF CENTER
 GZ1983'LINE OF DRIVE, 65 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GZ1983'HOUSE, 1 FOOT WEST OF A POWER POLE WITH A TRANSFORMER AND IN
 GZ1983'LINE WITH THE ROW OF POLES, ABOUT 6 FEET ABOVE ROAD AND SET IN
 GZ1983'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE ROAD
 GZ1983'HAS BEEN WIDENED AND REGRADED.  THERE IS NO DRIVEWAY NOW AND NO
 GZ1983'POINT IN THE VICINITY OF 6 FEET HIGHER THAN THE ROAD.
 GZ1983
 GZ1983                          STATION RECOVERY (1961)
 GZ1983
 GZ1983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GZ1983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2571 ***********************************************************************
 GZ2571  DESIGNATION -  J 229 RESET 1975
 GZ2571  PID         -  GZ2571
 GZ2571  STATE/COUNTY-  KY/GREEN
 GZ2571  USGS QUAD   -  CENTER (1985)
 GZ2571
 GZ2571                         *CURRENT SURVEY CONTROL
 GZ2571  ___________________________________________________________________
 GZ2571* NAD 83(1986)-  37 10 10.     (N)    085 38 51.     (W)     SCALED    
 GZ2571* NAVD 88     -       169.73   (meters)     556.9    (feet)  RESET     
 GZ2571  ___________________________________________________________________
 GZ2571  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GZ2571
 GZ2571  VERT ORDER  -  THIRD
 GZ2571
 GZ2571.The horizontal coordinates were scaled from a topographic map and have
 GZ2571.an estimated accuracy of +/- 6 seconds.
 GZ2571
 GZ2571.The orthometric height was computed from unverified reset data.
 GZ2571.No vertical observational check was made to the station.
 GZ2571
 GZ2571.The geoid height was determined by GEOID03.
 GZ2571
 GZ2571;                    North         East    Units  Estimated Accuracy
 GZ2571;SPC KY1Z     - 1,092,800.    1,509,100.      MT  (+/- 180 meters Scaled)
 GZ2571
 GZ2571                          SUPERSEDED SURVEY CONTROL
 GZ2571
 GZ2571  NGVD 29 (10/08/05)  169.87   (m)          557.3    (f) RESET       3  
 GZ2571
 GZ2571.Superseded values are not recommended for survey control.
 GZ2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2571.See file dsdata.txt to determine how the superseded data were derived.
 GZ2571
 GZ2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG200145(NAD 83)
 GZ2571_MARKER: DB = BENCH MARK DISK
 GZ2571_SETTING: 0 = UNSPECIFIED SETTING
 GZ2571_STAMPING: J 229 RESET 1975
 GZ2571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2571
 GZ2571  HISTORY     - Date     Condition        Report By
 GZ2571  HISTORY     - 1975     MONUMENTED       NGS
 GZ2571
 GZ2571                          STATION DESCRIPTION
 GZ2571
 GZ2571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GZ2571'2.65 MI SW FROM PIERCE.
 GZ2571'2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 218 FROM THE SCHOOL AND
 GZ2571'CROSSROADS IN PIERCE, 80 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GZ2571'16 FEET NORTH OF A 24-INCH OAK TREE, AND ABOUT 225 FEET SOUTH OF
 GZ2571'THE SOUTH END OF BRIDGE OVER LITTLE BARREN RIVER.  THE MONUMENT IS
 GZ2571'A PRE-CAST ALUMINUM POST WITH A DISK RIVETED TO THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0917 ***********************************************************************
 GZ0917  DESIGNATION -  J 230
 GZ0917  PID         -  GZ0917
 GZ0917  STATE/COUNTY-  KY/CASEY
 GZ0917  USGS QUAD   -  LIBERTY (1979)
 GZ0917
 GZ0917                         *CURRENT SURVEY CONTROL
 GZ0917  ___________________________________________________________________
 GZ0917* NAD 83(1986)-  37 19 15.     (N)    084 55 11.     (W)     SCALED    
 GZ0917* NAVD 88     -       246.890  (meters)     810.00   (feet)  ADJUSTED  
 GZ0917  ___________________________________________________________________
 GZ0917  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GZ0917  DYNAMIC HT  -         246.695 (meters)     809.37  (feet)  COMP
 GZ0917  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 GZ0917
 GZ0917  VERT ORDER  -  SECOND    CLASS 0
 GZ0917
 GZ0917.The horizontal coordinates were scaled from a topographic map and have
 GZ0917.an estimated accuracy of +/- 6 seconds.
 GZ0917
 GZ0917.The orthometric height was determined by differential leveling
 GZ0917.and adjusted by the National Geodetic Survey in June 1991..
 GZ0917
 GZ0917.The geoid height was determined by GEOID03.
 GZ0917
 GZ0917.The dynamic height is computed by dividing the NAVD 88
 GZ0917.geopotential number by the normal gravity value computed on the
 GZ0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0917.degrees latitude (g = 980.6199 gals.).
 GZ0917
 GZ0917.The modeled gravity was interpolated from observed gravity values.
 GZ0917
 GZ0917;                    North         East    Units  Estimated Accuracy
 GZ0917;SPC KY1Z     - 1,109,920.    1,573,590.      MT  (+/- 180 meters Scaled)
 GZ0917
 GZ0917                          SUPERSEDED SURVEY CONTROL
 GZ0917
 GZ0917  NGVD 29 (??/??/92)  247.032  (m)          810.47   (f) ADJ UNCH    2 0
 GZ0917
 GZ0917.Superseded values are not recommended for survey control.
 GZ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0917.See file dsdata.txt to determine how the superseded data were derived.
 GZ0917
 GZ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG843324(NAD 83)
 GZ0917_MARKER: DB = BENCH MARK DISK
 GZ0917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0917_SP_SET: CULVERT
 GZ0917_STAMPING: J 230 1951 810.471
 GZ0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0917
 GZ0917  HISTORY     - Date     Condition        Report By
 GZ0917  HISTORY     - 1951     MONUMENTED       CGS
 GZ0917  HISTORY     - 1958     GOOD             NGS
 GZ0917
 GZ0917                          STATION DESCRIPTION
 GZ0917
 GZ0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0917'1.3 MI NE FROM LIBERTY.
 GZ0917'ABOUT 1.3 MILES NORTHEAST ALONG STATE HIGHWAY 70 FROM THE COURT
 GZ0917'HOUSE AT LIBERTY, ABOUT 0.55 MILE SOUTHWEST OF A SHORT CONCRETE
 GZ0917'BRIDGE OVER GRIDER CREEK, ABOUT 0.4 MILE EAST OF THE EAST END
 GZ0917'OF A LONG BRIDGE OVER GREEN RIVER, SET IN THE TOP OF THE
 GZ0917'NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 6-FOOT SKEW
 GZ0917'CONCRETE CULVERT, 12 FEET NORTHWEST OF THE CENTER LINE OF THE
 GZ0917'HIGHWAY AND ABOUT 1/2 FOOT BELOW THE HIGHWAY.
 GZ0917
 GZ0917                          STATION RECOVERY (1958)
 GZ0917
 GZ0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1292 ***********************************************************************
 GB1292  DESIGNATION -  J 231
 GB1292  PID         -  GB1292
 GB1292  STATE/COUNTY-  KY/WAYNE
 GB1292  USGS QUAD   -  MILL SPRINGS (1978)
 GB1292
 GB1292                         *CURRENT SURVEY CONTROL
 GB1292  ___________________________________________________________________
 GB1292* NAD 83(1986)-  36 57 09.     (N)    084 47 03.     (W)     SCALED    
 GB1292* NAVD 88     -       272.787  (meters)     894.97   (feet)  ADJUSTED  
 GB1292  ___________________________________________________________________
 GB1292  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB1292  DYNAMIC HT  -         272.567 (meters)     894.25  (feet)  COMP
 GB1292  MODELED GRAV-     979,818.0   (mgal)                       NAVD 88
 GB1292
 GB1292  VERT ORDER  -  SECOND    CLASS 0
 GB1292
 GB1292.The horizontal coordinates were scaled from a topographic map and have
 GB1292.an estimated accuracy of +/- 6 seconds.
 GB1292
 GB1292.The orthometric height was determined by differential leveling
 GB1292.and adjusted by the National Geodetic Survey in June 1991..
 GB1292
 GB1292.The geoid height was determined by GEOID03.
 GB1292
 GB1292.The dynamic height is computed by dividing the NAVD 88
 GB1292.geopotential number by the normal gravity value computed on the
 GB1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1292.degrees latitude (g = 980.6199 gals.).
 GB1292
 GB1292.The modeled gravity was interpolated from observed gravity values.
 GB1292
 GB1292;                    North         East    Units  Estimated Accuracy
 GB1292;SPC KY1Z     - 1,069,160.    1,586,030.      MT  (+/- 180 meters Scaled)
 GB1292
 GB1292                          SUPERSEDED SURVEY CONTROL
 GB1292
 GB1292  NGVD 29 (??/??/92)  272.937  (m)          895.46   (f) ADJ UNCH    2 0
 GB1292
 GB1292.Superseded values are not recommended for survey control.
 GB1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1292.See file dsdata.txt to determine how the superseded data were derived.
 GB1292
 GB1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF972918(NAD 83)
 GB1292_MARKER: DB = BENCH MARK DISK
 GB1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1292_STAMPING: J 231 1951 895.461
 GB1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1292+STABILITY: SURFACE MOTION
 GB1292
 GB1292  HISTORY     - Date     Condition        Report By
 GB1292  HISTORY     - 1951     MONUMENTED       CGS
 GB1292  HISTORY     - 1958     POOR             NGS
 GB1292
 GB1292                          STATION DESCRIPTION
 GB1292
 GB1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1292'3.8 MI SW FROM TRIMBLE.
 GB1292'ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 235 FROM THE POST
 GB1292'OFFICE AT TRIMBLE, THENCE ABOUT 3.15 MILES SOUTHWEST AND SOUTH
 GB1292'ALONG A DIRT ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 GB1292'EXTENDING NORTHEAST AND SOUTH, 28 FEET NORTHWEST OF THE CENTER
 GB1292'LINE OF ROAD, 20 FEET WEST OF A TRIANGULAR BLAZED 36-INCH BEECH
 GB1292'TREE, 47 FEET NORTH-NORTHWEST OF A TRIANGULAR BLAZED 8-INCH POPLAR
 GB1292'TREE, 12 FEET NORTHWEST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST OF A
 GB1292'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET
 GB1292'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB1292
 GB1292                          STATION RECOVERY (1958)
 GB1292
 GB1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1292'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1245 ***********************************************************************
 GB1245  DESIGNATION -  J 233
 GB1245  PID         -  GB1245
 GB1245  STATE/COUNTY-  KY/WAYNE
 GB1245  USGS QUAD   -  FRAZER (1982)
 GB1245
 GB1245                         *CURRENT SURVEY CONTROL
 GB1245  ___________________________________________________________________
 GB1245* NAD 83(1986)-  36 52 31.     (N)    084 38 56.     (W)     SCALED    
 GB1245* NAVD 88     -       276.969  (meters)     908.69   (feet)  ADJUSTED  
 GB1245  ___________________________________________________________________
 GB1245  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 GB1245  DYNAMIC HT  -         276.751 (meters)     907.97  (feet)  COMP
 GB1245  MODELED GRAV-     979,835.8   (mgal)                       NAVD 88
 GB1245
 GB1245  VERT ORDER  -  SECOND    CLASS 0
 GB1245
 GB1245.The horizontal coordinates were scaled from a topographic map and have
 GB1245.an estimated accuracy of +/- 6 seconds.
 GB1245
 GB1245.The orthometric height was determined by differential leveling
 GB1245.and adjusted by the National Geodetic Survey in June 1991..
 GB1245
 GB1245.The geoid height was determined by GEOID03.
 GB1245
 GB1245.The dynamic height is computed by dividing the NAVD 88
 GB1245.geopotential number by the normal gravity value computed on the
 GB1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1245.degrees latitude (g = 980.6199 gals.).
 GB1245
 GB1245.The modeled gravity was interpolated from observed gravity values.
 GB1245
 GB1245;                    North         East    Units  Estimated Accuracy
 GB1245;SPC KY1Z     - 1,060,730.    1,598,180.      MT  (+/- 180 meters Scaled)
 GB1245
 GB1245                          SUPERSEDED SURVEY CONTROL
 GB1245
 GB1245  NGVD 29 (??/??/92)  277.127  (m)          909.21   (f) ADJ UNCH    2 0
 GB1245
 GB1245.Superseded values are not recommended for survey control.
 GB1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1245.See file dsdata.txt to determine how the superseded data were derived.
 GB1245
 GB1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF095836(NAD 83)
 GB1245_MARKER: DB = BENCH MARK DISK
 GB1245_SETTING: 66 = SET IN ROCK OUTCROP
 GB1245_SP_SET: ROCK OUTCROP
 GB1245_STAMPING: J 233 1951 909.207
 GB1245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1245+STABILITY: POSITION/ELEVATION WELL
 GB1245
 GB1245  HISTORY     - Date     Condition        Report By
 GB1245  HISTORY     - 1951     MONUMENTED       CGS
 GB1245  HISTORY     - 1957     POOR             NGS
 GB1245
 GB1245                          STATION DESCRIPTION
 GB1245
 GB1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1245'1 MI N FROM DELTA.
 GB1245'ABOUT 1.0 MILE NORTH ALONG A ROUGH ROCKY ROAD FROM THE POST
 GB1245'OFFICE AND ROAD JUNCTION AT DELTA, ABOUT 0.25 MILE SOUTH OF THE
 GB1245'JUNCTION OF A ROAD EAST AND HARVEY DOUGLAS STORE, 28 FEET WEST
 GB1245'OF THE CENTER LINE OF THE ROAD, 313 FEET EAST OF THE SOUTHEAST
 GB1245'CORNER OF A HOUSE, 23 FEET NORTHWEST OF A 16-INCH WALNUT TREE
 GB1245'IN A FENCE LINE, 8 1/2 FEET SOUTHWEST OF A FENCE CORNER, 3 FEET
 GB1245'SOUTH OF A FENCE LINE WEST, ABOUT 3 1/2 FEET ABOVE THE ROAD AND
 GB1245'SET IN THE TOP OF AN OUTCROP OF LIMESTONE ABOUT 2 BY 4 FEET.
 GB1245'NOTE-- THE MARK IS ALSO 35 FEET N NE OF THE NE CORNER OF A BARN.
 GB1245
 GB1245                          STATION RECOVERY (1957)
 GB1245
 GB1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1245'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1186 ***********************************************************************
 GB1186  DESIGNATION -  J 234
 GB1186  PID         -  GB1186
 GB1186  STATE/COUNTY-  KY/WAYNE
 GB1186  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1186
 GB1186                         *CURRENT SURVEY CONTROL
 GB1186  ___________________________________________________________________
 GB1186* NAD 83(1986)-  36 40 24.     (N)    084 49 53.     (W)     SCALED    
 GB1186* NAVD 88     -       391.138  (meters)    1283.26   (feet)  ADJUSTED  
 GB1186  ___________________________________________________________________
 GB1186  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GB1186  DYNAMIC HT  -         390.816 (meters)    1282.20  (feet)  COMP
 GB1186  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 GB1186
 GB1186  VERT ORDER  -  SECOND    CLASS 0
 GB1186
 GB1186.The horizontal coordinates were scaled from a topographic map and have
 GB1186.an estimated accuracy of +/- 6 seconds.
 GB1186
 GB1186.The orthometric height was determined by differential leveling
 GB1186.and adjusted by the National Geodetic Survey in June 1991..
 GB1186
 GB1186.The geoid height was determined by GEOID03.
 GB1186
 GB1186.The dynamic height is computed by dividing the NAVD 88
 GB1186.geopotential number by the normal gravity value computed on the
 GB1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1186.degrees latitude (g = 980.6199 gals.).
 GB1186
 GB1186.The modeled gravity was interpolated from observed gravity values.
 GB1186
 GB1186;                    North         East    Units  Estimated Accuracy
 GB1186;SPC KY1Z     - 1,038,140.    1,582,120.      MT  (+/- 180 meters Scaled)
 GB1186
 GB1186                          SUPERSEDED SURVEY CONTROL
 GB1186
 GB1186  NGVD 29 (??/??/92)  391.277  (m)         1283.71   (f) ADJ UNCH    2 0
 GB1186
 GB1186.Superseded values are not recommended for survey control.
 GB1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1186.See file dsdata.txt to determine how the superseded data were derived.
 GB1186
 GB1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF937608(NAD 83)
 GB1186_MARKER: DB = BENCH MARK DISK
 GB1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1186_STAMPING: J 234 1951 1283.715
 GB1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1186+STABILITY: SURFACE MOTION
 GB1186
 GB1186  HISTORY     - Date     Condition        Report By
 GB1186  HISTORY     - 1951     MONUMENTED       CGS
 GB1186  HISTORY     - 1957     GOOD             NGS
 GB1186
 GB1186                          STATION DESCRIPTION
 GB1186
 GB1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB1186'1.4 MI NW FROM MT PISGAH.
 GB1186'1.45 MILES NORTHWEST ALONG NEW GRAVEL ROAD FROM ROAD JUNCTION
 GB1186'AND CONCRETE BLOCK BUILDING MT. PISGAH (WAS POST OFFICE
 GB1186'BUILDING) TO THE TOP OF LONG GRADE ON MILLSAP RIDGE, AT THE TOP
 GB1186'OF DEEP CUT, 24 FEET WEST OF TOP OF CUT, 8 FEET WEST OF NARROW
 GB1186'GRAVEL ROAD ALONG WEST SIDE OF CUT, ABOUT 60 FEET WEST AND 20
 GB1186'FEET ABOVE 1 LEVEL OF NEW GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1064 ***********************************************************************
 GB1064  DESIGNATION -  J 235
 GB1064  PID         -  GB1064
 GB1064  STATE/COUNTY-  KY/WAYNE
 GB1064  USGS QUAD   -  BELL FARM (1982)
 GB1064
 GB1064                         *CURRENT SURVEY CONTROL
 GB1064  ___________________________________________________________________
 GB1064* NAD 83(1986)-  36 41 37.     (N)    084 44 37.     (W)     SCALED    
 GB1064* NAVD 88     -       374.065  (meters)    1227.24   (feet)  ADJUSTED  
 GB1064  ___________________________________________________________________
 GB1064  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB1064  DYNAMIC HT  -         373.765 (meters)    1226.26  (feet)  COMP
 GB1064  MODELED GRAV-     979,817.3   (mgal)                       NAVD 88
 GB1064
 GB1064  VERT ORDER  -  SECOND    CLASS 0
 GB1064
 GB1064.The horizontal coordinates were scaled from a topographic map and have
 GB1064.an estimated accuracy of +/- 6 seconds.
 GB1064
 GB1064.The orthometric height was determined by differential leveling
 GB1064.and adjusted by the National Geodetic Survey in June 1991..
 GB1064
 GB1064.The geoid height was determined by GEOID03.
 GB1064
 GB1064.The dynamic height is computed by dividing the NAVD 88
 GB1064.geopotential number by the normal gravity value computed on the
 GB1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1064.degrees latitude (g = 980.6199 gals.).
 GB1064
 GB1064.The modeled gravity was interpolated from observed gravity values.
 GB1064
 GB1064;                    North         East    Units  Estimated Accuracy
 GB1064;SPC KY1Z     - 1,040,470.    1,589,950.      MT  (+/- 180 meters Scaled)
 GB1064
 GB1064                          SUPERSEDED SURVEY CONTROL
 GB1064
 GB1064  NGVD 29 (??/??/92)  374.209  (m)         1227.72   (f) ADJ UNCH    2 0
 GB1064
 GB1064.Superseded values are not recommended for survey control.
 GB1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1064.See file dsdata.txt to determine how the superseded data were derived.
 GB1064
 GB1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF015632(NAD 83)
 GB1064_MARKER: DB = BENCH MARK DISK
 GB1064_SETTING: 66 = SET IN ROCK OUTCROP
 GB1064_SP_SET: ROCK LEDGE
 GB1064_STAMPING: J 235 1951 1227.717
 GB1064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1064+STABILITY: POSITION/ELEVATION WELL
 GB1064
 GB1064  HISTORY     - Date     Condition        Report By
 GB1064  HISTORY     - 1951     MONUMENTED       CGS
 GB1064  HISTORY     - 1957     GOOD             NGS
 GB1064
 GB1064                          STATION DESCRIPTION
 GB1064
 GB1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1064'1 MI N FROM PARMLEYSVILLE.
 GB1064'ABOUT 1.0 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AND
 GB1064'CROSSROAD AT PARMLEYSVILLE, AT JUNCTION OF A DIM ROAD NORTHWEST,
 GB1064'ON OUTSIDE OF A CURVE WITH TANGENTS EXTENDING EAST AND
 GB1064'SOUTH-SOUTHWEST, IN THE TOP OF AN OUTCROPPING SANDSTONE LEDGE, 19
 GB1064'FEET NORTHWEST OF CENTER LINE OF ROAD, 74 FEET SOUTHWEST OF CENTER
 GB1064'OF JUNCTION, 108 FEET NORTHEAST OF A POWER POLE, 13 FEET NORTHEAST
 GB1064'OF A 10-INCH TRIANGLE CHISELED IN VERTICAL FACE OF LEDGE, 3 INCHES
 GB1064'NORTHWEST OF SOUTHEAST CORNER OF LEDGE, ABOUT IN LINE WITH
 GB1064'EXTENDED EAST TANGENT OF ROAD AND ABOUT 2 1/2 FEET ABOVE LEVEL OF
 GB1064'ROAD.
 GB1064
 GB1064                          STATION RECOVERY (1957)
 GB1064
 GB1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1675 ***********************************************************************
 GZ1675  DESIGNATION -  J 237
 GZ1675  PID         -  GZ1675
 GZ1675  STATE/COUNTY-  KY/ADAIR
 GZ1675  USGS QUAD   -  MANNSVILLE (1970)
 GZ1675
 GZ1675                         *CURRENT SURVEY CONTROL
 GZ1675  ___________________________________________________________________
 GZ1675* NAD 83(1986)-  37 15 58.     (N)    085 09 12.     (W)     SCALED    
 GZ1675* NAVD 88     -       218.218  (meters)     715.94   (feet)  ADJUSTED  
 GZ1675  ___________________________________________________________________
 GZ1675  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GZ1675  DYNAMIC HT  -         218.043 (meters)     715.36  (feet)  COMP
 GZ1675  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 GZ1675
 GZ1675  VERT ORDER  -  SECOND    CLASS 0
 GZ1675
 GZ1675.The horizontal coordinates were scaled from a topographic map and have
 GZ1675.an estimated accuracy of +/- 6 seconds.
 GZ1675
 GZ1675.The orthometric height was determined by differential leveling
 GZ1675.and adjusted by the National Geodetic Survey in June 1991..
 GZ1675
 GZ1675.The geoid height was determined by GEOID03.
 GZ1675
 GZ1675.The dynamic height is computed by dividing the NAVD 88
 GZ1675.geopotential number by the normal gravity value computed on the
 GZ1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1675.degrees latitude (g = 980.6199 gals.).
 GZ1675
 GZ1675.The modeled gravity was interpolated from observed gravity values.
 GZ1675
 GZ1675;                    North         East    Units  Estimated Accuracy
 GZ1675;SPC KY1Z     - 1,103,690.    1,552,920.      MT  (+/- 180 meters Scaled)
 GZ1675
 GZ1675                          SUPERSEDED SURVEY CONTROL
 GZ1675
 GZ1675  NGVD 29 (??/??/92)  218.360  (m)          716.40   (f) ADJ UNCH    2 0
 GZ1675
 GZ1675.Superseded values are not recommended for survey control.
 GZ1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1675.See file dsdata.txt to determine how the superseded data were derived.
 GZ1675
 GZ1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG637259(NAD 83)
 GZ1675_MARKER: DB = BENCH MARK DISK
 GZ1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1675_STAMPING: J 237 1951 716.403
 GZ1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1675+STABILITY: SURFACE MOTION
 GZ1675
 GZ1675  HISTORY     - Date     Condition        Report By
 GZ1675  HISTORY     - 1951     MONUMENTED       CGS
 GZ1675  HISTORY     - 1958     GOOD             NGS
 GZ1675
 GZ1675                          STATION DESCRIPTION
 GZ1675
 GZ1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1675'4 MI SW FROM CLEMENTSVILLE.
 GZ1675'ABOUT 3.95 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1675'AND JUNCTION OF STATE HIGHWAY 70 AT CLEMENTSVILLE, ABOUT 0.2
 GZ1675'MILE SOUTHWEST OF A BRIDGE OVER CASEY CREEK, ABOUT 0.4 MILE
 GZ1675'EAST OF THE ROAD JUNCTION AT CASEY CREEK, ABOUT 3.3 MILES
 GZ1675'NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND
 GZ1675'INTERSECTION OF STATE HIGHWAY 76 AT KNIFLEY, 35 FEET NORTH OF
 GZ1675'THE CENTER LINE OF GRAVEL ROAD, 25 FEET NORTHEAST OF THE EAST
 GZ1675'END OF A 15-INCH PIPE CULVERT UNDER DIM DRIVE NORTH TO A FIELD,
 GZ1675'71 1/2 FEET EAST-NORTHEAST OF THE NORTH END OF A 48-INCH PIPE
 GZ1675'CULVERT UNDER ROAD, 16 FEET NORTH-NORTHWEST OF A 24-INCH WILD
 GZ1675'CHERRY TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ1675'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1675'PROJECTING 5 INCHES.
 GZ1675
 GZ1675                          STATION RECOVERY (1958)
 GZ1675
 GZ1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1488 ***********************************************************************
 GB1488  DESIGNATION -  J 239 RESET 1964
 GB1488  PID         -  GB1488
 GB1488  STATE/COUNTY-  KY/RUSSELL
 GB1488  USGS QUAD   -  JAMESTOWN (1978)
 GB1488
 GB1488                         *CURRENT SURVEY CONTROL
 GB1488  ___________________________________________________________________
 GB1488* NAD 83(1986)-  36 53 26.     (N)    085 05 50.     (W)     SCALED    
 GB1488* NAVD 88     -       310.23   (meters)    1017.8    (feet)  RESET     
 GB1488  ___________________________________________________________________
 GB1488  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GB1488
 GB1488  VERT ORDER  -  THIRD
 GB1488
 GB1488.The horizontal coordinates were scaled from a topographic map and have
 GB1488.an estimated accuracy of +/- 6 seconds.
 GB1488
 GB1488.The orthometric height was computed from unverified reset data.
 GB1488.No vertical observational check was made to the station.
 GB1488
 GB1488.The geoid height was determined by GEOID03.
 GB1488
 GB1488;                    North         East    Units  Estimated Accuracy
 GB1488;SPC KY1Z     - 1,062,050.    1,558,190.      MT  (+/- 180 meters Scaled)
 GB1488
 GB1488                          SUPERSEDED SURVEY CONTROL
 GB1488
 GB1488  NGVD 29 (??/??/??)  310.36   (m)         1018.2    (f) RESET       3  
 GB1488
 GB1488.Superseded values are not recommended for survey control.
 GB1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1488.See file dsdata.txt to determine how the superseded data were derived.
 GB1488
 GB1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF695844(NAD 83)
 GB1488_MARKER: DB = BENCH MARK DISK
 GB1488_SETTING: 66 = SET IN ROCK OUTCROP
 GB1488_SP_SET: ROCK OUTCROP
 GB1488_STAMPING: J 239 1951 RESET 1964
 GB1488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1488+STABILITY: POSITION/ELEVATION WELL
 GB1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1488+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1488
 GB1488  HISTORY     - Date     Condition        Report By
 GB1488  HISTORY     - 1964     MONUMENTED       CGS
 GB1488  HISTORY     - 20040309 GOOD             KYDT
 GB1488
 GB1488                          STATION DESCRIPTION
 GB1488
 GB1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GB1488'1.1 MI NE FROM ROWENA.
 GB1488'ABOUT 1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 127 FROM THE ROWENA
 GB1488'POST OFFICE, 0.4 MILE SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY
 GB1488'127 AND STATE ROUTES 1370 AND 558 (PRESENT ENTRANCE TO CUMBERLAND
 GB1488'LAKE STATE PARK), 400 FEET WEST OF THE NEW ENTRANCE TO THE PARK,
 GB1488'62 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 127,
 GB1488'35 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 GB1488'1.8 FEET NORTH OF THE SOUTH EDGE OF THE ROCK OUTCROP, AND 1.8
 GB1488'FEET EAST OF THE WEST EDGE OF THE ROCK OUTCROP.  IT IS CEMENTED
 GB1488'IN A DRILL HOLE IN A LARGE ROCK OUTCROP THAT PROJECTS ABOUT 2
 GB1488'FEET ABOVE THE GROUND AND THE DISK IS STAMPED J 239 1951 RESET
 GB1488'1964.
 GB1488
 GB1488                          STATION RECOVERY (2004)
 GB1488
 GB1488'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1488'MARK IS IN ROCK OUTCROP ON NORTH SIDE OF D MANN ROAD, 6 FEET
 GB1488'WEST-SOUTHWEST OF A 6 INCH CEDAR TREE WITH A METAL WITNESS SIGN NAILED
 GB1488'TO IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1849 ***********************************************************************
 GZ1849  DESIGNATION -  J 240
 GZ1849  PID         -  GZ1849
 GZ1849  STATE/COUNTY-  KY/ADAIR
 GZ1849  USGS QUAD   -  MONTPELIER (1976)
 GZ1849
 GZ1849                         *CURRENT SURVEY CONTROL
 GZ1849  ___________________________________________________________________
 GZ1849* NAD 83(1986)-  37 02 24.     (N)    085 10 29.     (W)     SCALED    
 GZ1849* NAVD 88     -       281.543  (meters)     923.70   (feet)  ADJUSTED  
 GZ1849  ___________________________________________________________________
 GZ1849  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GZ1849  DYNAMIC HT  -         281.314 (meters)     922.94  (feet)  COMP
 GZ1849  MODELED GRAV-     979,811.4   (mgal)                       NAVD 88
 GZ1849
 GZ1849  VERT ORDER  -  SECOND    CLASS 0
 GZ1849
 GZ1849.The horizontal coordinates were scaled from a topographic map and have
 GZ1849.an estimated accuracy of +/- 6 seconds.
 GZ1849
 GZ1849.The orthometric height was determined by differential leveling
 GZ1849.and adjusted by the National Geodetic Survey in June 1991..
 GZ1849
 GZ1849.The geoid height was determined by GEOID03.
 GZ1849
 GZ1849.The dynamic height is computed by dividing the NAVD 88
 GZ1849.geopotential number by the normal gravity value computed on the
 GZ1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1849.degrees latitude (g = 980.6199 gals.).
 GZ1849
 GZ1849.The modeled gravity was interpolated from observed gravity values.
 GZ1849
 GZ1849;                    North         East    Units  Estimated Accuracy
 GZ1849;SPC KY1Z     - 1,078,590.    1,551,180.      MT  (+/- 180 meters Scaled)
 GZ1849
 GZ1849                          SUPERSEDED SURVEY CONTROL
 GZ1849
 GZ1849  NGVD 29 (??/??/92)  281.693  (m)          924.19   (f) ADJ UNCH    2 0
 GZ1849
 GZ1849.Superseded values are not recommended for survey control.
 GZ1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1849.See file dsdata.txt to determine how the superseded data were derived.
 GZ1849
 GZ1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG623008(NAD 83)
 GZ1849_MARKER: DB = BENCH MARK DISK
 GZ1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1849_STAMPING: J 240 1951 924.188
 GZ1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1849+STABILITY: SURFACE MOTION
 GZ1849
 GZ1849  HISTORY     - Date     Condition        Report By
 GZ1849  HISTORY     - 1951     MONUMENTED       CGS
 GZ1849  HISTORY     - 1958     GOOD             NGS
 GZ1849  HISTORY     - 20050823 POOR             KYTC
 GZ1849
 GZ1849                          STATION DESCRIPTION
 GZ1849
 GZ1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1849'9.2 MI SE FROM COLUMBIA.
 GZ1849'ABOUT 5.15 MILES EAST ALONG STATE HIGHWAY 80 FROM THE COURT HOUSE
 GZ1849'AT COLUMBIA, THENCE ABOUT 4.0 MILES SOUTHEAST ALONG A GRAVEL AND
 GZ1849'DIRT ROAD, ABOUT 0.9 MILE SOUTHEAST OF A FORD ACROSS RUSSELL
 GZ1849'CREEK, ABOUT 0.7 MILE SOUTHEAST OF A FORD ACROSS BIG CLIFTY CREEK,
 GZ1849'ABOUT 0.2 MILE NORTHWEST OF THE JUNCTION OF A DIM ROAD NORTHEAST,
 GZ1849'ABOUT 115 YARDS SOUTHEAST OF THE TOP OF A GRADE, 14 FEET SOUTHWEST
 GZ1849'OF THE CENTER LINE OF ROAD, 6 1/2 FEET NORTHWEST OF A 14-INCH
 GZ1849'CEDAR TREE IN A FENCE LINE, 1 FOOT NORTHEAST OF FENCE LINE, 13
 GZ1849'FEET NORTHWEST OF A FENCE CORNER, ABOUT 1 FOOT ABOVE ROAD AND SET
 GZ1849'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- MARK
 GZ1849'MAY BE REACHED FROM THE POST OFFICE AND JUNCTION OF STATE
 GZ1849'HIGHWAY 92 AT MONTPELIER BY GOING ABOUT 0.5 MILE NORTHWEST ALONG A
 GZ1849'GRAVEL ROAD, THENCE ABOUT 1.45 MILES NORTHEAST ALONG A DIM ROAD
 GZ1849'AND TRAIL, THENCE ABOUT 1.0 MILE NORTHWEST ALONG A GRADED ROAD.
 GZ1849
 GZ1849                          STATION RECOVERY (1958)
 GZ1849
 GZ1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1849'RECOVERED IN GOOD CONDITION.
 GZ1849
 GZ1849                          STATION RECOVERY (2005)
 GZ1849
 GZ1849'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1849'MARK PROJECTS 1 FOOT AND LEANS SLIGHTLY SOUTHWEST, USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1152 ***********************************************************************
 GZ1152  DESIGNATION -  J 241
 GZ1152  PID         -  GZ1152
 GZ1152  STATE/COUNTY-  KY/PULASKI
 GZ1152  USGS QUAD   -  FAUBUSH (1976)
 GZ1152
 GZ1152                         *CURRENT SURVEY CONTROL
 GZ1152  ___________________________________________________________________
 GZ1152* NAD 83(1986)-  37 01 24.     (N)    084 51 45.     (W)     SCALED    
 GZ1152* NAVD 88     -       312.551  (meters)    1025.43   (feet)  ADJUSTED  
 GZ1152  ___________________________________________________________________
 GZ1152  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GZ1152  DYNAMIC HT  -         312.295 (meters)    1024.59  (feet)  COMP
 GZ1152  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 GZ1152
 GZ1152  VERT ORDER  -  SECOND    CLASS 0
 GZ1152
 GZ1152.The horizontal coordinates were scaled from a topographic map and have
 GZ1152.an estimated accuracy of +/- 6 seconds.
 GZ1152
 GZ1152.The orthometric height was determined by differential leveling
 GZ1152.and adjusted by the National Geodetic Survey in June 1991..
 GZ1152
 GZ1152.The geoid height was determined by GEOID03.
 GZ1152
 GZ1152.The dynamic height is computed by dividing the NAVD 88
 GZ1152.geopotential number by the normal gravity value computed on the
 GZ1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1152.degrees latitude (g = 980.6199 gals.).
 GZ1152
 GZ1152.The modeled gravity was interpolated from observed gravity values.
 GZ1152
 GZ1152;                    North         East    Units  Estimated Accuracy
 GZ1152;SPC KY1Z     - 1,076,960.    1,578,970.      MT  (+/- 180 meters Scaled)
 GZ1152
 GZ1152                          SUPERSEDED SURVEY CONTROL
 GZ1152
 GZ1152  NGVD 29 (??/??/92)  312.689  (m)         1025.88   (f) ADJ UNCH    2 0
 GZ1152
 GZ1152.Superseded values are not recommended for survey control.
 GZ1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1152.See file dsdata.txt to determine how the superseded data were derived.
 GZ1152
 GZ1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF901995(NAD 83)
 GZ1152_MARKER: DB = BENCH MARK DISK
 GZ1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1152_STAMPING: J-241 1951
 GZ1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1152+STABILITY: SURFACE MOTION
 GZ1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1152+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 GZ1152
 GZ1152  HISTORY     - Date     Condition        Report By
 GZ1152  HISTORY     - 1951     MONUMENTED       CGS
 GZ1152  HISTORY     - 1973     GOOD             USGS
 GZ1152  HISTORY     - 20050502 GOOD             KYDT
 GZ1152
 GZ1152                          STATION DESCRIPTION
 GZ1152
 GZ1152'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GZ1152'3.6 MI NE FROM JABEZ.
 GZ1152'ABOUT 3.65 MI. NORTHEAST ALONG A HARD SURFACED ROAD FROM THE
 GZ1152'CROSSROADS AND CHURCH AT JABEZ, ABOUT 0.45 MI NORTHEAST OF VINNIE
 GZ1152'CHURCH, 54 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 56
 GZ1152'FEET SOUTHEAST OF ROAD AT DRIVEWAY EAST, APPROX. 15 FEET
 GZ1152'SOUTHWEST OF DRIVEWAY TO BRICK HOME, 6 FEET SOUTHEAST OF A 9
 GZ1152'INCH OAK TREE, AND 6 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 GZ1152'CONCRETE POST PROJECTING 3 INCHES.
 GZ1152
 GZ1152                          STATION RECOVERY (2005)
 GZ1152
 GZ1152'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1152'MARK IS 26 YARDS NORTHWEST OF NORTHWEST CORNER OF A 1 STORY BRICK
 GZ1152'HOUSE, 27 FEET SOUTHEAST OF A POWER POLE, 6 FEET SOUTHEAST OF A 24
 GZ1152'INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1437 ***********************************************************************
 GB1437  DESIGNATION -  J 242
 GB1437  PID         -  GB1437
 GB1437  STATE/COUNTY-  KY/ADAIR
 GB1437  USGS QUAD   -  AMANDAVILLE (1981)
 GB1437
 GB1437                         *CURRENT SURVEY CONTROL
 GB1437  ___________________________________________________________________
 GB1437* NAD 83(1986)-  36 56 09.     (N)    085 16 30.     (W)     SCALED    
 GB1437* NAVD 88     -       195.799  (meters)     642.38   (feet)  ADJUSTED  
 GB1437  ___________________________________________________________________
 GB1437  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GB1437  DYNAMIC HT  -         195.637 (meters)     641.85  (feet)  COMP
 GB1437  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 GB1437
 GB1437  VERT ORDER  -  SECOND    CLASS 0
 GB1437
 GB1437.The horizontal coordinates were scaled from a topographic map and have
 GB1437.an estimated accuracy of +/- 6 seconds.
 GB1437
 GB1437.The orthometric height was determined by differential leveling
 GB1437.and adjusted by the National Geodetic Survey in June 1991..
 GB1437
 GB1437.The geoid height was determined by GEOID03.
 GB1437
 GB1437.The dynamic height is computed by dividing the NAVD 88
 GB1437.geopotential number by the normal gravity value computed on the
 GB1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1437.degrees latitude (g = 980.6199 gals.).
 GB1437
 GB1437.The modeled gravity was interpolated from observed gravity values.
 GB1437
 GB1437;                    North         East    Units  Estimated Accuracy
 GB1437;SPC KY1Z     - 1,066,980.    1,542,320.      MT  (+/- 180 meters Scaled)
 GB1437
 GB1437                          SUPERSEDED SURVEY CONTROL
 GB1437
 GB1437  NGVD 29 (??/??/92)  195.943  (m)          642.86   (f) ADJ UNCH    2 0
 GB1437
 GB1437.Superseded values are not recommended for survey control.
 GB1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1437.See file dsdata.txt to determine how the superseded data were derived.
 GB1437
 GB1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF536891(NAD 83)
 GB1437_MARKER: DB = BENCH MARK DISK
 GB1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1437_STAMPING: J 242 1951 642.856
 GB1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1437+STABILITY: SURFACE MOTION
 GB1437
 GB1437  HISTORY     - Date     Condition        Report By
 GB1437  HISTORY     - 1951     MONUMENTED       CGS
 GB1437  HISTORY     - 1958     GOOD             NGS
 GB1437  HISTORY     - 20050914 MARK NOT FOUND   KYTC
 GB1437
 GB1437                          STATION DESCRIPTION
 GB1437
 GB1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1437'1 MI S FROM INROAD.
 GB1437'ABOUT 1.05 MILES SOUTH ALONG A GRAVEL ROAD FROM REPUBLICAN SCHOOL
 GB1437'AT INROAD, ABOUT 0.7 MILE NORTH OF THE ADAIR-CUMBERLAND COUNTY
 GB1437'LINE, ABOUT 1.2 MILE NORTHEAST OF BRIDGE OVER DRY FORK, AT THE
 GB1437'NORTHWEST EDGE OF A CLEARING AT SITE OF OLD SAW MILL, 46 FEET
 GB1437'SOUTHWEST OF THE CENTER LINE OF ROAD, 109 FEET NORTH OF THE NORTH
 GB1437'CORNER OF A SMALL ABANDONED FARM HOUSE, 5 1/2 FEET SOUTHEAST OF
 GB1437'A 5-INCH SYCAMORE TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 GB1437'POST, ABOUT 5 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GB1437'POST PROJECTING 4 INCHES.
 GB1437
 GB1437                          STATION RECOVERY (1958)
 GB1437
 GB1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1437'RECOVERED IN GOOD CONDITION.
 GB1437
 GB1437                          STATION RECOVERY (2005)
 GB1437
 GB1437'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1799 ***********************************************************************
 GZ1799  DESIGNATION -  J 243
 GZ1799  PID         -  GZ1799
 GZ1799  STATE/COUNTY-  KY/ADAIR
 GZ1799  USGS QUAD   -  GRADYVILLE (1973)
 GZ1799
 GZ1799                         *CURRENT SURVEY CONTROL
 GZ1799  ___________________________________________________________________
 GZ1799* NAD 83(1986)-  37 03 45.     (N)    085 29 55.     (W)     SCALED    
 GZ1799* NAVD 88     -       310.608  (meters)    1019.05   (feet)  ADJUSTED  
 GZ1799  ___________________________________________________________________
 GZ1799  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GZ1799  DYNAMIC HT  -         310.363 (meters)    1018.25  (feet)  COMP
 GZ1799  MODELED GRAV-     979,831.5   (mgal)                       NAVD 88
 GZ1799
 GZ1799  VERT ORDER  -  SECOND    CLASS 0
 GZ1799
 GZ1799.The horizontal coordinates were scaled from a topographic map and have
 GZ1799.an estimated accuracy of +/- 6 seconds.
 GZ1799
 GZ1799.The orthometric height was determined by differential leveling
 GZ1799.and adjusted by the National Geodetic Survey in June 1991..
 GZ1799
 GZ1799.The geoid height was determined by GEOID03.
 GZ1799
 GZ1799.The dynamic height is computed by dividing the NAVD 88
 GZ1799.geopotential number by the normal gravity value computed on the
 GZ1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1799.degrees latitude (g = 980.6199 gals.).
 GZ1799
 GZ1799.The modeled gravity was interpolated from observed gravity values.
 GZ1799
 GZ1799;                    North         East    Units  Estimated Accuracy
 GZ1799;SPC KY1Z     - 1,080,960.    1,522,360.      MT  (+/- 180 meters Scaled)
 GZ1799
 GZ1799                          SUPERSEDED SURVEY CONTROL
 GZ1799
 GZ1799  NGVD 29 (??/??/92)  310.755  (m)         1019.54   (f) ADJ UNCH    2 0
 GZ1799
 GZ1799.Superseded values are not recommended for survey control.
 GZ1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1799.See file dsdata.txt to determine how the superseded data were derived.
 GZ1799
 GZ1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG334028(NAD 83)
 GZ1799_MARKER: DB = BENCH MARK DISK
 GZ1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1799_STAMPING: J 243 1951
 GZ1799_MARK LOGO: CGS   
 GZ1799_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1799+STABILITY: SURFACE MOTION
 GZ1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1799+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 GZ1799
 GZ1799  HISTORY     - Date     Condition        Report By
 GZ1799  HISTORY     - 1951     MONUMENTED       CGS
 GZ1799  HISTORY     - 19931101 GOOD             KYDT
 GZ1799  HISTORY     - 20050824 GOOD             KYTC
 GZ1799
 GZ1799                          STATION DESCRIPTION
 GZ1799
 GZ1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1799'2.7 MI NW FROM WEED.
 GZ1799'ABOUT 2.7 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION
 GZ1799'OF STATE HIGHWAY 80 AT WEED, AT THE JUNCTION OF A ROAD WEST AND
 GZ1799'AT MARSH CHAPEL CHURCH AND CEMETERY, ABOUT 33 YARDS WEST OF
 GZ1799'CENTER LINE OF ROAD NORTH, ABOUT 63 YARDS NORTH OF CENTER LINE
 GZ1799'OF ROAD WEST, 24 1/2 FEET NORTH OF THE NORTH CORNER OF CHURCH
 GZ1799'BUILDING, 1 FOOT SOUTHEAST OF SOUTHEAST CEMETERY FENCE, 30 FEET
 GZ1799'SOUTHWEST OF EAST CORNER OF CEMETERY FENCE, 57 FEET NORTHEAST
 GZ1799'OF THE CENTER OF CEMETERY GATE, 2 FEET NORTHEAST OF A WHITE
 GZ1799'WOODEN WITNESS POST, ABOUT 20 FEET ABOVE ROAD AND SET IN THE
 GZ1799'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ1799
 GZ1799                          STATION RECOVERY (1993)
 GZ1799
 GZ1799'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1799'2.75 MILES (4.43 KM) NORTHWEST ALONG KY HIGHWAY 768 FROM JUNCTION OF
 GZ1799'KY HIGHWAY 80 IN WEED, AT A JUNCTION OF A ROAD WEST AND AT MORRIS
 GZ1799'CHAPEL CHURCH AND CEMETARY, ABOUT 33 YARDS WEST OF CENTERLINE OF KY
 GZ1799'768, ABOUT 95 FEET (29.0 M) WEST OF CENTERLINE OF ROAD ALONG WEST SIDE
 GZ1799'OF CHURCH, 21 FEET (6.4 M) NORTH OF THE NORTHEAST CORNER OF CHURCH, 51
 GZ1799'FEET (15.5 M) NORTHEAST OF NORTHWEST CORNER OF CHURCH, 6 FEET (1.8 M)
 GZ1799'SOUTH OF TOMBSTONE OF STEWARD JESSIE, ABOUT 20 FEET (6.1 M) ABOVE KY
 GZ1799'768 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ1799
 GZ1799                          STATION RECOVERY (2005)
 GZ1799
 GZ1799'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2056 ***********************************************************************
 GB2056  DESIGNATION -  J 244
 GB2056  PID         -  GB2056
 GB2056  STATE/COUNTY-  KY/METCALFE
 GB2056  USGS QUAD   -  EDMONTON (1982)
 GB2056
 GB2056                         *CURRENT SURVEY CONTROL
 GB2056  ___________________________________________________________________
 GB2056* NAD 83(1986)-  36 55 22.     (N)    085 31 32.     (W)     SCALED    
 GB2056* NAVD 88     -       308.958  (meters)    1013.64   (feet)  ADJUSTED  
 GB2056  ___________________________________________________________________
 GB2056  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GB2056  DYNAMIC HT  -         308.706 (meters)    1012.81  (feet)  COMP
 GB2056  MODELED GRAV-     979,805.9   (mgal)                       NAVD 88
 GB2056
 GB2056  VERT ORDER  -  SECOND    CLASS 0
 GB2056
 GB2056.The horizontal coordinates were scaled from a topographic map and have
 GB2056.an estimated accuracy of +/- 6 seconds.
 GB2056
 GB2056.The orthometric height was determined by differential leveling
 GB2056.and adjusted by the National Geodetic Survey in June 1991..
 GB2056
 GB2056.The geoid height was determined by GEOID03.
 GB2056
 GB2056.The dynamic height is computed by dividing the NAVD 88
 GB2056.geopotential number by the normal gravity value computed on the
 GB2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2056.degrees latitude (g = 980.6199 gals.).
 GB2056
 GB2056.The modeled gravity was interpolated from observed gravity values.
 GB2056
 GB2056;                    North         East    Units  Estimated Accuracy
 GB2056;SPC KY1Z     - 1,065,450.    1,520,000.      MT  (+/- 180 meters Scaled)
 GB2056
 GB2056                          SUPERSEDED SURVEY CONTROL
 GB2056
 GB2056  NGVD 29 (??/??/92)  309.097  (m)         1014.10   (f) ADJ UNCH    2 0
 GB2056
 GB2056.Superseded values are not recommended for survey control.
 GB2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2056.See file dsdata.txt to determine how the superseded data were derived.
 GB2056
 GB2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF313873(NAD 83)
 GB2056_MARKER: DB = BENCH MARK DISK
 GB2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2056_STAMPING: J 244 1951 1014.096
 GB2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2056+STABILITY: SURFACE MOTION
 GB2056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB2056+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 GB2056
 GB2056  HISTORY     - Date     Condition        Report By
 GB2056  HISTORY     - 1951     MONUMENTED       CGS
 GB2056  HISTORY     - 1958     GOOD             NGS
 GB2056  HISTORY     - 20010412 GOOD             KYDT
 GB2056
 GB2056                          STATION DESCRIPTION
 GB2056
 GB2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2056'1.9 MI NW FROM SUBTLE.
 GB2056'ABOUT 1.9 MILES NORTHWEST ALONG STATE HIGHWAY 496 FROM THE POST
 GB2056'OFFICE AT SUBTLE, AT THE NORTH CORNER OF SHIVES CEMETERY AND
 GB2056'AT THE JUNCTION OF A PRIVATE ROAD LEADING SOUTHWEST, 29 FEET
 GB2056'SOUTHWEST OF CENTER LINE OF HIGHWAY, 14 FEET SOUTHEAST OF CENTER
 GB2056'LINE OF ROAD SOUTHWEST, 1 FOOT NORTHWEST OF NORTHWEST CEMETERY
 GB2056'FENCE, 7 FEET SOUTHWEST OF NORTH CORNER OF CEMETERY FENCE, 33 1/2
 GB2056'FEET NORTHWEST OF TOMBSTONE OF GEORGE AND PARMELIA SHIVES, 2
 GB2056'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET
 GB2056'ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB2056'3 INCHES.
 GB2056
 GB2056                          STATION RECOVERY (1958)
 GB2056
 GB2056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2056'RECOVERED IN GOOD CONDITION.
 GB2056
 GB2056                          STATION RECOVERY (2001)
 GB2056
 GB2056'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GB2056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2037 ***********************************************************************
 GB2037  DESIGNATION -  J 245
 GB2037  PID         -  GB2037
 GB2037  STATE/COUNTY-  KY/METCALFE
 GB2037  USGS QUAD   -  SUMMER SHADE (1974)
 GB2037
 GB2037                         *CURRENT SURVEY CONTROL
 GB2037  ___________________________________________________________________
 GB2037* NAD 83(1986)-  36 56 48.     (N)    085 41 47.     (W)     SCALED    
 GB2037* NAVD 88     -       286.512  (meters)     940.00   (feet)  ADJUSTED  
 GB2037  ___________________________________________________________________
 GB2037  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GB2037  DYNAMIC HT  -         286.277 (meters)     939.23  (feet)  COMP
 GB2037  MODELED GRAV-     979,805.6   (mgal)                       NAVD 88
 GB2037
 GB2037  VERT ORDER  -  SECOND    CLASS 0
 GB2037
 GB2037.The horizontal coordinates were scaled from a topographic map and have
 GB2037.an estimated accuracy of +/- 6 seconds.
 GB2037
 GB2037.The orthometric height was determined by differential leveling
 GB2037.and adjusted by the National Geodetic Survey in June 1991..
 GB2037
 GB2037.The geoid height was determined by GEOID03.
 GB2037
 GB2037.The dynamic height is computed by dividing the NAVD 88
 GB2037.geopotential number by the normal gravity value computed on the
 GB2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2037.degrees latitude (g = 980.6199 gals.).
 GB2037
 GB2037.The modeled gravity was interpolated from observed gravity values.
 GB2037
 GB2037;                    North         East    Units  Estimated Accuracy
 GB2037;SPC KY1Z     - 1,068,070.    1,504,780.      MT  (+/- 180 meters Scaled)
 GB2037
 GB2037                          SUPERSEDED SURVEY CONTROL
 GB2037
 GB2037  NGVD 29 (??/??/92)  286.653  (m)          940.46   (f) ADJ UNCH    2 0
 GB2037
 GB2037.Superseded values are not recommended for survey control.
 GB2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2037.See file dsdata.txt to determine how the superseded data were derived.
 GB2037
 GB2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF160897(NAD 83)
 GB2037_MARKER: DB = BENCH MARK DISK
 GB2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2037_STAMPING: J 245 1951 940.461
 GB2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2037+STABILITY: SURFACE MOTION
 GB2037
 GB2037  HISTORY     - Date     Condition        Report By
 GB2037  HISTORY     - 1951     MONUMENTED       CGS
 GB2037  HISTORY     - 1958     GOOD             NGS
 GB2037
 GB2037                          STATION DESCRIPTION
 GB2037
 GB2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2037'2 MI S FROM RANDOLPH.
 GB2037'ABOUT 1.95 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB2037'AT RANDOLPH, ABOUT 0.75 MILE NORTH OF THE JUNCTION OF A ROAD
 GB2037'EAST, ABOUT 0.3 MILE NORTH OF JUNCTION OF A ROAD WEST, 77 YARDS
 GB2037'NORTH OF BOTTOM OF GRADES, ABOUT 105 YARDS NORTH OF A CONCRETE
 GB2037'WALK EAST TO A FARM HOUSE, ABOUT 20 YARDS EAST OF THE EAST EDGE
 GB2037'OF A STOCK POND, 16 FEET WEST OF CENTER LINE OF ROAD, 1 FOOT EAST
 GB2037'OF A FENCE LINE, 153 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GB2037'BARN, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 GB2037'WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 GB2037'INCH.
 GB2037
 GB2037                          STATION RECOVERY (1958)
 GB2037
 GB2037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1169 ***********************************************************************
 GB1169  DESIGNATION -  J 246
 GB1169  PID         -  GB1169
 GB1169  STATE/COUNTY-  KY/WAYNE
 GB1169  USGS QUAD   -  JABEZ (1978)
 GB1169
 GB1169                         *CURRENT SURVEY CONTROL
 GB1169  ___________________________________________________________________
 GB1169* NAD 83(1986)-  36 56 16.     (N)    084 54 55.     (W)     SCALED    
 GB1169* NAVD 88     -       236.071  (meters)     774.51   (feet)  ADJUSTED  
 GB1169  ___________________________________________________________________
 GB1169  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GB1169  DYNAMIC HT  -         235.874 (meters)     773.86  (feet)  COMP
 GB1169  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 GB1169
 GB1169  VERT ORDER  -  SECOND    CLASS 0
 GB1169
 GB1169.The horizontal coordinates were scaled from a topographic map and have
 GB1169.an estimated accuracy of +/- 6 seconds.
 GB1169
 GB1169.The orthometric height was determined by differential leveling
 GB1169.and adjusted by the National Geodetic Survey in June 1991..
 GB1169
 GB1169.The geoid height was determined by GEOID03.
 GB1169
 GB1169.The dynamic height is computed by dividing the NAVD 88
 GB1169.geopotential number by the normal gravity value computed on the
 GB1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1169.degrees latitude (g = 980.6199 gals.).
 GB1169
 GB1169.The modeled gravity was interpolated from observed gravity values.
 GB1169
 GB1169;                    North         East    Units  Estimated Accuracy
 GB1169;SPC KY1Z     - 1,067,420.    1,574,360.      MT  (+/- 180 meters Scaled)
 GB1169
 GB1169                          SUPERSEDED SURVEY CONTROL
 GB1169
 GB1169  NGVD 29 (??/??/92)  236.206  (m)          774.95   (f) ADJ UNCH    2 0
 GB1169
 GB1169.Superseded values are not recommended for survey control.
 GB1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1169.See file dsdata.txt to determine how the superseded data were derived.
 GB1169
 GB1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF856900(NAD 83)
 GB1169_MARKER: DB = BENCH MARK DISK
 GB1169_SETTING: 66 = SET IN ROCK OUTCROP
 GB1169_SP_SET: ROCK OUTCROP
 GB1169_STAMPING: J 246 1951 774.953
 GB1169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1169+STABILITY: POSITION/ELEVATION WELL
 GB1169
 GB1169  HISTORY     - Date     Condition        Report By
 GB1169  HISTORY     - 1951     MONUMENTED       CGS
 GB1169  HISTORY     - 1957     GOOD             NGS
 GB1169
 GB1169                          STATION DESCRIPTION
 GB1169
 GB1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1169'9.6 MI NW FROM MONTICELLO.
 GB1169'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 92 FROM THE
 GB1169'JUNCTION OF STATE HIGHWAY 90 AT MONTICELLO, THENCE ABOUT 6.9
 GB1169'MILES NORTH AND NORTHWEST ALONG A GRAVEL ROAD, ON LEFT BANK OF
 GB1169'RESERVOIR OF WOLF CREEK DAM ON CUMBERLAND RIVER, IN THE TOP OF AN
 GB1169'OUTCROP OF ROCK WHICH FORMS PART OF ROAD BED, 6 FEET SOUTHEAST
 GB1169'OF CENTER LINE OF ROAD(ROAD PREVIOUSLY LED TO U.S. LOCK NO. 21
 GB1169'ON CUMBERLAND RIVER), ABOUT 510 FEET SOUTHWEST OF WATERS EDGE OF
 GB1169'RESERVOIR, 47 FEET EAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED
 GB1169'10-INCH OAK TREE, 26 FEET SOUTH AND ACROSS ROAD FROM A TRIANGULAR
 GB1169'BLAZED 10-INCH OAK TREE, 2 FEET NORTHWEST OF BOTTOM OF DIRT
 GB1169'BENCH CUT AND LEVEL WITH ROAD.  NOTE-- THE MARK IS ALSO 0.95
 GB1169'MILE NW OF THE JUNCTION OF THE ROAD LEAVING NW TO CAMP EARL
 GB1169'WALLACE.
 GB1169
 GB1169                          STATION RECOVERY (1957)
 GB1169
 GB1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1388 ***********************************************************************
 GB1388  DESIGNATION -  J 247
 GB1388  PID         -  GB1388
 GB1388  STATE/COUNTY-  KY/CLINTON
 GB1388  USGS QUAD   -  SAVAGE (1981)
 GB1388
 GB1388                         *CURRENT SURVEY CONTROL
 GB1388  ___________________________________________________________________
 GB1388* NAD 83(1986)-  36 41 15.     (N)    085 04 22.     (W)     SCALED    
 GB1388* NAVD 88     -       306.567  (meters)    1005.80   (feet)  ADJUSTED  
 GB1388  ___________________________________________________________________
 GB1388  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB1388  DYNAMIC HT  -         306.301 (meters)    1004.92  (feet)  COMP
 GB1388  MODELED GRAV-     979,753.8   (mgal)                       NAVD 88
 GB1388
 GB1388  VERT ORDER  -  SECOND    CLASS 0
 GB1388
 GB1388.The horizontal coordinates were scaled from a topographic map and have
 GB1388.an estimated accuracy of +/- 6 seconds.
 GB1388
 GB1388.The orthometric height was determined by differential leveling
 GB1388.and adjusted by the National Geodetic Survey in June 1991..
 GB1388
 GB1388.The geoid height was determined by GEOID03.
 GB1388
 GB1388.The dynamic height is computed by dividing the NAVD 88
 GB1388.geopotential number by the normal gravity value computed on the
 GB1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1388.degrees latitude (g = 980.6199 gals.).
 GB1388
 GB1388.The modeled gravity was interpolated from observed gravity values.
 GB1388
 GB1388;                    North         East    Units  Estimated Accuracy
 GB1388;SPC KY1Z     - 1,039,530.    1,560,530.      MT  (+/- 180 meters Scaled)
 GB1388
 GB1388                          SUPERSEDED SURVEY CONTROL
 GB1388
 GB1388  NGVD 29 (??/??/92)  306.693  (m)         1006.21   (f) ADJ UNCH    2 0
 GB1388
 GB1388.Superseded values are not recommended for survey control.
 GB1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1388.See file dsdata.txt to determine how the superseded data were derived.
 GB1388
 GB1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF721619(NAD 83)
 GB1388_MARKER: DB = BENCH MARK DISK
 GB1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1388_STAMPING: J 247 1951 1006.209
 GB1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1388+STABILITY: SURFACE MOTION
 GB1388
 GB1388  HISTORY     - Date     Condition        Report By
 GB1388  HISTORY     - 1951     MONUMENTED       CGS
 GB1388  HISTORY     - 1958     GOOD             NGS
 GB1388
 GB1388                          STATION DESCRIPTION
 GB1388
 GB1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1388'4.4 MI E FROM ALBANY.
 GB1388'ABOUT 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 350 FROM THE COURT
 GB1388'HOUSE AT ALBANY, THENCE ABOUT 2.05 MILES SOUTHEAST ALONG A
 GB1388'GRAVEL ROAD, ABOUT 2.75 MILES NORTHWEST OF BEECH BOTTOM BAPTIST
 GB1388'CHURCH AT ROLAN, AT THE JUNCTION OF A GRAVEL ROAD NORTH AND
 GB1388'CENTRAL GROVE BAPTIST CHURCH, 24 FEET NORTHEAST OF CENTER LINE
 GB1388'OF ROAD, 35 FEET EAST OF CENTER OF JUNCTION, 134 FEET SOUTHEAST
 GB1388'AND ACROSS ROAD NORTH FROM SOUTHEAST CORNER OF CHURCH, 28 FEET
 GB1388'NORTHWEST OF A POWER POLE, 1 1/2 FEET WEST OF A FENCE LINE,
 GB1388'ABOUT 1 FOOT ABOVE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GB1388'PROJECTING 4 INCHES.
 GB1388
 GB1388                          STATION RECOVERY (1958)
 GB1388
 GB1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1505 ***********************************************************************
 GB1505  DESIGNATION -  J 248
 GB1505  PID         -  GB1505
 GB1505  STATE/COUNTY-  KY/CLINTON
 GB1505  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1505
 GB1505                         *CURRENT SURVEY CONTROL
 GB1505  ___________________________________________________________________
 GB1505* NAD 83(1986)-  36 47 55.     (N)    085 10 51.     (W)     SCALED    
 GB1505* NAVD 88     -       303.247  (meters)     994.90   (feet)  ADJUSTED  
 GB1505  ___________________________________________________________________
 GB1505  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GB1505  DYNAMIC HT  -         302.992 (meters)     994.07  (feet)  COMP
 GB1505  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 GB1505
 GB1505  VERT ORDER  -  SECOND    CLASS 0
 GB1505
 GB1505.The horizontal coordinates were scaled from a topographic map and have
 GB1505.an estimated accuracy of +/- 6 seconds.
 GB1505
 GB1505.The orthometric height was determined by differential leveling
 GB1505.and adjusted by the National Geodetic Survey in June 1991..
 GB1505
 GB1505.The geoid height was determined by GEOID03.
 GB1505
 GB1505.The dynamic height is computed by dividing the NAVD 88
 GB1505.geopotential number by the normal gravity value computed on the
 GB1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1505.degrees latitude (g = 980.6199 gals.).
 GB1505
 GB1505.The modeled gravity was interpolated from observed gravity values.
 GB1505
 GB1505;                    North         East    Units  Estimated Accuracy
 GB1505;SPC KY1Z     - 1,051,800.    1,550,800.      MT  (+/- 180 meters Scaled)
 GB1505
 GB1505                          SUPERSEDED SURVEY CONTROL
 GB1505
 GB1505  NGVD 29 (??/??/92)  303.381  (m)          995.34   (f) ADJ UNCH    2 0
 GB1505
 GB1505.Superseded values are not recommended for survey control.
 GB1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1505.See file dsdata.txt to determine how the superseded data were derived.
 GB1505
 GB1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF622740(NAD 83)
 GB1505_MARKER: DB = BENCH MARK DISK
 GB1505_SETTING: 66 = SET IN ROCK OUTCROP
 GB1505_SP_SET: ROCK LEDGE
 GB1505_STAMPING: J 248 1951 995.342
 GB1505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1505+STABILITY: POSITION/ELEVATION WELL
 GB1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1505+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1505
 GB1505  HISTORY     - Date     Condition        Report By
 GB1505  HISTORY     - 1951     MONUMENTED       CGS
 GB1505  HISTORY     - 1958     GOOD             NGS
 GB1505  HISTORY     - 20040309 GOOD             KYDT
 GB1505
 GB1505                          STATION DESCRIPTION
 GB1505
 GB1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1505'1 MI S FROM AARON.
 GB1505'ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY 35 AND 55 FROM THE
 GB1505'POST OFFICE AND ROAD JUNCTION AT AARON, ABOUT 0.2 MILE NORTH OF
 GB1505'A CHURCH AND CEMETERY, ABOUT 0.6 MILE SOUTH OF A SMALL SCHOOL,
 GB1505'ABOUT 0.2 MILE SOUTH OF A CROSSROAD, ABOUT 0.1 MILE SOUTH OF
 GB1505'L.K. MORRISON RESIDENCE, SET IN THE TOP OF AN OUTCROPPING
 GB1505'LIMESTONE LEDGE ABOUT 9 FEET LONG IN A CUT, 28 FEET WEST OF THE
 GB1505'CENTER LINE OF HIGHWAY, 69 FEET NORTHEAST OF A POWER POLE WHICH
 GB1505'IS ON TOP OF CUT, 180 FEET SOUTH OF NORTH END OF CUT AND ABOUT
 GB1505'3 1/2 FEET ABOVE THE HIGHWAY.
 GB1505
 GB1505                          STATION RECOVERY (1958)
 GB1505
 GB1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1505'RECOVERED IN GOOD CONDITION.
 GB1505
 GB1505                          STATION RECOVERY (2004)
 GB1505
 GB1505'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1505'MARK IS IN FIRST EXPOSED ROCK SOUTH OF NORTH END OF CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1515 ***********************************************************************
 GB1515  DESIGNATION -  J 249
 GB1515  PID         -  GB1515
 GB1515  STATE/COUNTY-  KY/CUMBERLAND
 GB1515  USGS QUAD   -  BURKESVILLE (1982)
 GB1515
 GB1515                         *CURRENT SURVEY CONTROL
 GB1515  ___________________________________________________________________
 GB1515* NAD 83(1986)-  36 51 48.     (N)    085 15 21.     (W)     SCALED    
 GB1515* NAVD 88     -       187.071  (meters)     613.75   (feet)  ADJUSTED  
 GB1515  ___________________________________________________________________
 GB1515  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GB1515  DYNAMIC HT  -         186.916 (meters)     613.24  (feet)  COMP
 GB1515  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 GB1515
 GB1515  VERT ORDER  -  SECOND    CLASS 0
 GB1515
 GB1515.The horizontal coordinates were scaled from a topographic map and have
 GB1515.an estimated accuracy of +/- 6 seconds.
 GB1515
 GB1515.The orthometric height was determined by differential leveling
 GB1515.and adjusted by the National Geodetic Survey in June 1991..
 GB1515
 GB1515.The geoid height was determined by GEOID03.
 GB1515
 GB1515.The dynamic height is computed by dividing the NAVD 88
 GB1515.geopotential number by the normal gravity value computed on the
 GB1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1515.degrees latitude (g = 980.6199 gals.).
 GB1515
 GB1515.The modeled gravity was interpolated from observed gravity values.
 GB1515
 GB1515;                    North         East    Units  Estimated Accuracy
 GB1515;SPC KY1Z     - 1,058,940.    1,544,070.      MT  (+/- 180 meters Scaled)
 GB1515
 GB1515                          SUPERSEDED SURVEY CONTROL
 GB1515
 GB1515  NGVD 29 (??/??/92)  187.211  (m)          614.21   (f) ADJ UNCH    2 0
 GB1515
 GB1515.Superseded values are not recommended for survey control.
 GB1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1515.See file dsdata.txt to determine how the superseded data were derived.
 GB1515
 GB1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF554811(NAD 83)
 GB1515_MARKER: DB = BENCH MARK DISK
 GB1515_SETTING: 66 = SET IN ROCK OUTCROP
 GB1515_SP_SET: ROCK OUTCROP
 GB1515_STAMPING: J 249 1951 614.208
 GB1515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1515+STABILITY: POSITION/ELEVATION WELL
 GB1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1515+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 GB1515
 GB1515  HISTORY     - Date     Condition        Report By
 GB1515  HISTORY     - 1951     MONUMENTED       CGS
 GB1515  HISTORY     - 1958     GOOD             NGS
 GB1515  HISTORY     - 20040310 GOOD             KYDT
 GB1515
 GB1515                          STATION DESCRIPTION
 GB1515
 GB1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1515'6 MI N FROM FOREST COTTAGE.
 GB1515'ABOUT 6.05 MILES NORTH ALONG STATE HIGHWAY 379 FROM THE POST
 GB1515'OFFICE AT FOREST COTTAGE, ABOUT 0.4 MILE NORTH OF A CHURCH, IN
 GB1515'THE TOP OF AN OUTCROP OF LIMESTONE AT THE NORTH END OF A CUT,
 GB1515'20 1/2 FEET EAST OF CENTER LINE OF HIGHWAY, ABOUT 240 FEET
 GB1515'SOUTHEAST AND ACROSS HIGHWAY FROM A 2-STORY WHITE FRAME HOUSE,
 GB1515'152 FEET SOUTH OF SOUTH END OF EAST HEAD WALL OF A 4-FOOT
 GB1515'CONCRETE BOX CULVERT, 8 FEET WEST OF A FENCE LINE, 1/2 FOOT
 GB1515'SOUTHWEST OF A 1/2-INCH SQUARE BOLT SET IN LEDGE AND ABOUT 2 FEET
 GB1515'ABOVE HIGHWAY.
 GB1515
 GB1515                          STATION RECOVERY (1958)
 GB1515
 GB1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1515'RECOVERED IN GOOD CONDITION.
 GB1515
 GB1515                          STATION RECOVERY (2004)
 GB1515
 GB1515'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2638 ***********************************************************************
 GA2638  DESIGNATION -  J 25
 GA2638  PID         -  GA2638
 GA2638  STATE/COUNTY-  KY/BELL
 GA2638  USGS QUAD   -  FORK RIDGE (1959)
 GA2638
 GA2638                         *CURRENT SURVEY CONTROL
 GA2638  ___________________________________________________________________
 GA2638* NAD 83(1986)-  36 36 31.     (N)    083 48 55.     (W)     SCALED    
 GA2638* NAVD 88     -       477.417  (meters)    1566.33   (feet)  ADJUSTED  
 GA2638  ___________________________________________________________________
 GA2638  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GA2638  DYNAMIC HT  -         476.991 (meters)    1564.93  (feet)  COMP
 GA2638  MODELED GRAV-     979,724.4   (mgal)                       NAVD 88
 GA2638
 GA2638  VERT ORDER  -  SECOND    CLASS 0
 GA2638
 GA2638.The horizontal coordinates were scaled from a topographic map and have
 GA2638.an estimated accuracy of +/- 6 seconds.
 GA2638
 GA2638.The orthometric height was determined by differential leveling
 GA2638.and adjusted by the National Geodetic Survey in June 1991..
 GA2638
 GA2638.The geoid height was determined by GEOID03.
 GA2638
 GA2638.The dynamic height is computed by dividing the NAVD 88
 GA2638.geopotential number by the normal gravity value computed on the
 GA2638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2638.degrees latitude (g = 980.6199 gals.).
 GA2638
 GA2638.The modeled gravity was interpolated from observed gravity values.
 GA2638
 GA2638;                    North         East    Units  Estimated Accuracy
 GA2638;SPC KY1Z     - 1,032,350.    1,673,110.      MT  (+/- 180 meters Scaled)
 GA2638
 GA2638                          SUPERSEDED SURVEY CONTROL
 GA2638
 GA2638  NGVD 29 (??/??/92)  477.542  (m)         1566.74   (f) ADJ UNCH    2 0
 GA2638
 GA2638.Superseded values are not recommended for survey control.
 GA2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2638.See file dsdata.txt to determine how the superseded data were derived.
 GA2638
 GA2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA482551(NAD 83)
 GA2638_MARKER: DB = BENCH MARK DISK
 GA2638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2638_STAMPING: J 25 1934 1566.736
 GA2638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2638+STABILITY: SURFACE MOTION
 GA2638
 GA2638  HISTORY     - Date     Condition        Report By
 GA2638  HISTORY     - 1934     MONUMENTED       CGS
 GA2638  HISTORY     - 1951     GOOD             NGS
 GA2638  HISTORY     - 1975     GOOD             NGS
 GA2638
 GA2638                          STATION DESCRIPTION
 GA2638
 GA2638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GA2638'0.6 MI E FROM CAPITO.
 GA2638'0.6 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 GA2638'POST OFFICE AT CAPITO, BETWEEN TRESTLES NO. 19 AND 20, 22 FEET
 GA2638'SOUTH OF THE SOUTH RAIL, 56 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GA2638'OF TRESTLE NO. 20, ACROSS THE TRACK AND STATE HIGHWAY 74 FROM A
 GA2638'MOUNTAIN SLIDE, ABOUT 60 FEET SOUTHWEST AND ACROSS TRACK FROM
 GA2638'CENTER LINE OF HIGHWAY 74, 1 FOOT SOUTHEAST OF A WHITE WOODEN
 GA2638'WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF
 GA2638'A CONCRETE POST PROJECTING 6 INCHES.
 GA2638
 GA2638                          STATION RECOVERY (1975)
 GA2638
 GA2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3229 ***********************************************************************
 GA3229  DESIGNATION -  J 25 RESET
 GA3229  PID         -  GA3229
 GA3229  STATE/COUNTY-  KY/BELL
 GA3229  USGS QUAD   -  FORK RIDGE (1959)
 GA3229
 GA3229                         *CURRENT SURVEY CONTROL
 GA3229  ___________________________________________________________________
 GA3229* NAD 83(1986)-  36 36 31.     (N)    083 48 55.     (W)     SCALED    
 GA3229* NAVD 88     -       477.36   (meters)    1566.1    (feet)  RESET     
 GA3229  ___________________________________________________________________
 GA3229  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GA3229
 GA3229  VERT ORDER  -  THIRD
 GA3229
 GA3229.The horizontal coordinates were scaled from a topographic map and have
 GA3229.an estimated accuracy of +/- 6 seconds.
 GA3229
 GA3229.The orthometric height was computed from unverified reset data.
 GA3229.No vertical observational check was made to the station.
 GA3229
 GA3229.The geoid height was determined by GEOID03.
 GA3229
 GA3229;                    North         East    Units  Estimated Accuracy
 GA3229;SPC KY1Z     - 1,032,350.    1,673,110.      MT  (+/- 180 meters Scaled)
 GA3229
 GA3229                          SUPERSEDED SURVEY CONTROL
 GA3229
 GA3229  NGVD 29 (10/08/05)  477.48   (m)         1566.5    (f) RESET       3  
 GA3229
 GA3229.Superseded values are not recommended for survey control.
 GA3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3229.See file dsdata.txt to determine how the superseded data were derived.
 GA3229
 GA3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA482551(NAD 83)
 GA3229_MARKER: DB = BENCH MARK DISK
 GA3229_SETTING: 0 = UNSPECIFIED SETTING
 GA3229_STAMPING: J 25 RESET 1976
 GA3229_MARK LOGO: NGS   
 GA3229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3229
 GA3229  HISTORY     - Date     Condition        Report By
 GA3229  HISTORY     - 1976     MONUMENTED       NGS
 GA3229
 GA3229                          STATION DESCRIPTION
 GA3229
 GA3229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GA3229'0.6 MI EAST FROM CAPITO.
 GA3229'0.6 MILE EAST ALONG STATE HIGHWAY 74 FROM THE BRIDGE IN CAPITO, 41
 GA3229'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.0 FEET NORTHEAST
 GA3229'OF THE EDGE OF CREEK BANK AND IN CENTER OF AN OLD ABANDONEDRAILROAD
 GA3229'BED.  MONUMENT IS A PRE-CAST ALUMINUM MONUMENT WITH MAGNETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1522 ***********************************************************************
 GB1522  DESIGNATION -  J 250
 GB1522  PID         -  GB1522
 GB1522  STATE/COUNTY-  KY/CUMBERLAND
 GB1522  USGS QUAD   -  AMANDAVILLE (1981)
 GB1522
 GB1522                         *CURRENT SURVEY CONTROL
 GB1522  ___________________________________________________________________
 GB1522* NAD 83(1986)-  36 53 52.     (N)    085 16 26.     (W)     SCALED    
 GB1522* NAVD 88     -       274.661  (meters)     901.12   (feet)  ADJUSTED  
 GB1522  ___________________________________________________________________
 GB1522  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GB1522  DYNAMIC HT  -         274.436 (meters)     900.38  (feet)  COMP
 GB1522  MODELED GRAV-     979,802.2   (mgal)                       NAVD 88
 GB1522
 GB1522  VERT ORDER  -  SECOND    CLASS 0
 GB1522
 GB1522.The horizontal coordinates were scaled from a topographic map and have
 GB1522.an estimated accuracy of +/- 6 seconds.
 GB1522
 GB1522.The orthometric height was determined by differential leveling
 GB1522.and adjusted by the National Geodetic Survey in June 1991..
 GB1522
 GB1522.The geoid height was determined by GEOID03.
 GB1522
 GB1522.The dynamic height is computed by dividing the NAVD 88
 GB1522.geopotential number by the normal gravity value computed on the
 GB1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1522.degrees latitude (g = 980.6199 gals.).
 GB1522
 GB1522.The modeled gravity was interpolated from observed gravity values.
 GB1522
 GB1522;                    North         East    Units  Estimated Accuracy
 GB1522;SPC KY1Z     - 1,062,750.    1,542,440.      MT  (+/- 180 meters Scaled)
 GB1522
 GB1522                          SUPERSEDED SURVEY CONTROL
 GB1522
 GB1522  NGVD 29 (??/??/92)  274.802  (m)          901.58   (f) ADJ UNCH    2 0
 GB1522
 GB1522.Superseded values are not recommended for survey control.
 GB1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1522.See file dsdata.txt to determine how the superseded data were derived.
 GB1522
 GB1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF537849(NAD 83)
 GB1522_MARKER: DB = BENCH MARK DISK
 GB1522_SETTING: 66 = SET IN ROCK OUTCROP
 GB1522_SP_SET: ROCK LEDGE
 GB1522_STAMPING: J 250 1951 901.580
 GB1522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1522+STABILITY: POSITION/ELEVATION WELL
 GB1522
 GB1522  HISTORY     - Date     Condition        Report By
 GB1522  HISTORY     - 1951     MONUMENTED       CGS
 GB1522  HISTORY     - 1958     GOOD             NGS
 GB1522
 GB1522                          STATION DESCRIPTION
 GB1522
 GB1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1522'2.6 MI NW FROM RIBBON.
 GB1522'ABOUT 0.1 MILE NORTH ALONG A GRAVEL ROAD FROM POST OFFICE AT
 GB1522'RIBBON, THENCE ABOUT 1.8 MILES NORTHWEST ALONG A DIM ROAD FOLLOWING
 GB1522'BLACK CREEK, THENCE ABOUT 0.4 MILE NORTHWEST ALONG A DIM TRAIL TO
 GB1522'A LOGGING ROAD WHICH FOLLOWS TOP OF RIDGE, THENCE ABOUT 0.25 MILE
 GB1522'WEST ALONG LOGGING ROAD, IN THE TOP OF EAST CORNER OF AN OUTCROPPING
 GB1522'LIMESTONE LEDGE, 5 1/2 FEET WEST OF CENTER LINE OF RIDGE ROAD,
 GB1522'117 FEET NORTH-NORTHWEST OF JUNCTION OF AN OLD ROAD LEADING
 GB1522'SOUTHWEST TO PUNCHEON CREEK, 31 FEET SOUTH-SOUTHWEST AND ACROSS ROAD
 GB1522'FROM A TRIANGULAR BLAZED 8-INCH OAK TREE AND ABOUT 3 FEET ABOVE
 GB1522'RIDGE ROAD.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT
 GB1522'AMANDAVILLE BY GOING ABOUT 0.15 MILE SOUTH ALONG A GRAVEL ROAD,
 GB1522'THENCE ABOUT 2.25 MILES NORTHEAST AND EAST ALONG A DIM ROAD
 GB1522'FOLLOWING PUNCHEON CREEK.  THENCE ABOUT 0.2 MILE NORTHEAST ALONG
 GB1522'A DIM TRAIL TO TOP OF RIDGE.
 GB1522
 GB1522                          STATION RECOVERY (1958)
 GB1522
 GB1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1997 ***********************************************************************
 GB1997  DESIGNATION -  J 251
 GB1997  PID         -  GB1997
 GB1997  STATE/COUNTY-  KY/CUMBERLAND
 GB1997  USGS QUAD   -  DUBRE (1953)
 GB1997
 GB1997                         *CURRENT SURVEY CONTROL
 GB1997  ___________________________________________________________________
 GB1997* NAD 83(1986)-  36 49 38.     (N)    085 30 25.     (W)     SCALED    
 GB1997* NAVD 88     -       192.223  (meters)     630.65   (feet)  ADJUSTED  
 GB1997  ___________________________________________________________________
 GB1997  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GB1997  DYNAMIC HT  -         192.069 (meters)     630.15  (feet)  COMP
 GB1997  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 GB1997
 GB1997  VERT ORDER  -  SECOND    CLASS 0
 GB1997
 GB1997.The horizontal coordinates were scaled from a topographic map and have
 GB1997.an estimated accuracy of +/- 6 seconds.
 GB1997
 GB1997.The orthometric height was determined by differential leveling
 GB1997.and adjusted by the National Geodetic Survey in June 1991..
 GB1997
 GB1997.The geoid height was determined by GEOID03.
 GB1997
 GB1997.The dynamic height is computed by dividing the NAVD 88
 GB1997.geopotential number by the normal gravity value computed on the
 GB1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1997.degrees latitude (g = 980.6199 gals.).
 GB1997
 GB1997.The modeled gravity was interpolated from observed gravity values.
 GB1997
 GB1997;                    North         East    Units  Estimated Accuracy
 GB1997;SPC KY1Z     - 1,054,840.    1,521,690.      MT  (+/- 180 meters Scaled)
 GB1997
 GB1997                          SUPERSEDED SURVEY CONTROL
 GB1997
 GB1997  NGVD 29 (??/??/92)  192.366  (m)          631.12   (f) ADJ UNCH    2 0
 GB1997
 GB1997.Superseded values are not recommended for survey control.
 GB1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1997.See file dsdata.txt to determine how the superseded data were derived.
 GB1997
 GB1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF331767(NAD 83)
 GB1997_MARKER: DB = BENCH MARK DISK
 GB1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1997_STAMPING: J 251 1951 631.121
 GB1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1997+STABILITY: SURFACE MOTION
 GB1997
 GB1997  HISTORY     - Date     Condition        Report By
 GB1997  HISTORY     - 1951     MONUMENTED       CGS
 GB1997  HISTORY     - 1958     GOOD             NGS
 GB1997
 GB1997                          STATION DESCRIPTION
 GB1997
 GB1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1997'0.4 MI W FROM MARROWBONE.
 GB1997'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 90 FROM THE SCHOOL AT
 GB1997'MARROWBONE, ABOUT 0.15 MILE WEST OF THE POST OFFICE, AT THE
 GB1997'JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST, 54 FEET SOUTH OF
 GB1997'CENTER LINE OF HIGHWAY, 71 FEET NORTHWEST OF CENTER LINE OF ROAD
 GB1997'SOUTHWEST, 134 1/2 FEET NORTHEAST OF THE EAST CORNER OF A
 GB1997'TWO-STORY WHITE FRAME HOUSE, 84 FEET WEST-SOUTHWEST OF TELEPHONE POLE
 GB1997'NO. 930, 30 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE WALK,
 GB1997'10 1/2 FEET EAST OF A POWER POLE, 9 FEET WEST OF A TELEPHONE
 GB1997'POLE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GB1997'1 1/2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GB1997'POST PROJECTING 4 INCHES.
 GB1997
 GB1997                          STATION RECOVERY (1958)
 GB1997
 GB1997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1531 ***********************************************************************
 GB1531  DESIGNATION -  J 252
 GB1531  PID         -  GB1531
 GB1531  STATE/COUNTY-  KY/CUMBERLAND
 GB1531  USGS QUAD   -  BLACKS FERRY (1982)
 GB1531
 GB1531                         *CURRENT SURVEY CONTROL
 GB1531  ___________________________________________________________________
 GB1531* NAD 83(1986)-  36 41 50.     (N)    085 26 24.     (W)     SCALED    
 GB1531* NAVD 88     -       291.654  (meters)     956.87   (feet)  ADJUSTED  
 GB1531  ___________________________________________________________________
 GB1531  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GB1531  DYNAMIC HT  -         291.414 (meters)     956.08  (feet)  COMP
 GB1531  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 GB1531
 GB1531  VERT ORDER  -  SECOND    CLASS 0
 GB1531
 GB1531.The horizontal coordinates were scaled from a topographic map and have
 GB1531.an estimated accuracy of +/- 6 seconds.
 GB1531
 GB1531.The orthometric height was determined by differential leveling
 GB1531.and adjusted by the National Geodetic Survey in June 1991..
 GB1531
 GB1531.The geoid height was determined by GEOID03.
 GB1531
 GB1531.The dynamic height is computed by dividing the NAVD 88
 GB1531.geopotential number by the normal gravity value computed on the
 GB1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1531.degrees latitude (g = 980.6199 gals.).
 GB1531
 GB1531.The modeled gravity was interpolated from observed gravity values.
 GB1531
 GB1531;                    North         East    Units  Estimated Accuracy
 GB1531;SPC KY1Z     - 1,040,430.    1,527,710.      MT  (+/- 180 meters Scaled)
 GB1531
 GB1531                          SUPERSEDED SURVEY CONTROL
 GB1531
 GB1531  NGVD 29 (??/??/92)  291.779  (m)          957.28   (f) ADJ UNCH    2 0
 GB1531
 GB1531.Superseded values are not recommended for survey control.
 GB1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1531.See file dsdata.txt to determine how the superseded data were derived.
 GB1531
 GB1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF393624(NAD 83)
 GB1531_MARKER: DB = BENCH MARK DISK
 GB1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1531_STAMPING: J 252 1951
 GB1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1531+STABILITY: SURFACE MOTION
 GB1531
 GB1531  HISTORY     - Date     Condition        Report By
 GB1531  HISTORY     - 1951     MONUMENTED       CGS
 GB1531
 GB1531                          STATION DESCRIPTION
 GB1531
 GB1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1531'2.9 MI NW FROM LITTRELL.
 GB1531'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB1531'AT LITTRELL, THENCE ABOUT 2.8 MILES NORTHWEST AND WEST ALONG A
 GB1531'GRAVEL ROAD, ABOUT 0.7 MILE NORTHWEST OF BEAR WALLOW SCHOOL AND
 GB1531'GRACE UNION CHURCH, 29 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 GB1531'77 FEET EAST OF EAST CORNER OF RESIDENCE OF R.L. GLASS, 18 1/2 FEET
 GB1531'SOUTH OF SOUTHEAST END OF AN 18-INCH PIPE CULVERT UNDER DRIVE
 GB1531'WAY, 18 FEET SOUTHEAST OF CENTER LINE OF DRIVE WAY, 1 1/2 FEET
 GB1531'NORTHEAST OF A WHITE WOODEN WITNESS 1 FOOT BELOW ROAD AND SET IN
 GB1531'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1556 ***********************************************************************
 GB1556  DESIGNATION -  J 253
 GB1556  PID         -  GB1556
 GB1556  STATE/COUNTY-  KY/CUMBERLAND
 GB1556  USGS QUAD   -  BLACKS FERRY (1982)
 GB1556
 GB1556                         *CURRENT SURVEY CONTROL
 GB1556  ___________________________________________________________________
 GB1556* NAD 83(1986)-  36 38 36.     (N)    085 22 59.     (W)     SCALED    
 GB1556* NAVD 88     -       308.097  (meters)    1010.81   (feet)  ADJUSTED  
 GB1556  ___________________________________________________________________
 GB1556  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GB1556  DYNAMIC HT  -         307.833 (meters)    1009.95  (feet)  COMP
 GB1556  MODELED GRAV-     979,766.3   (mgal)                       NAVD 88
 GB1556
 GB1556  VERT ORDER  -  SECOND    CLASS 0
 GB1556
 GB1556.The horizontal coordinates were scaled from a topographic map and have
 GB1556.an estimated accuracy of +/- 6 seconds.
 GB1556
 GB1556.The orthometric height was determined by differential leveling
 GB1556.and adjusted by the National Geodetic Survey in June 1991..
 GB1556
 GB1556.The geoid height was determined by GEOID03.
 GB1556
 GB1556.The dynamic height is computed by dividing the NAVD 88
 GB1556.geopotential number by the normal gravity value computed on the
 GB1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1556.degrees latitude (g = 980.6199 gals.).
 GB1556
 GB1556.The modeled gravity was interpolated from observed gravity values.
 GB1556
 GB1556;                    North         East    Units  Estimated Accuracy
 GB1556;SPC KY1Z     - 1,034,470.    1,532,820.      MT  (+/- 180 meters Scaled)
 GB1556
 GB1556                          SUPERSEDED SURVEY CONTROL
 GB1556
 GB1556  NGVD 29 (??/??/92)  308.213  (m)         1011.20   (f) ADJ UNCH    2 0
 GB1556
 GB1556.Superseded values are not recommended for survey control.
 GB1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1556.See file dsdata.txt to determine how the superseded data were derived.
 GB1556
 GB1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF445565(NAD 83)
 GB1556_MARKER: DB = BENCH MARK DISK
 GB1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1556_STAMPING: J 253 1951
 GB1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1556+STABILITY: SURFACE MOTION
 GB1556
 GB1556  HISTORY     - Date     Condition        Report By
 GB1556  HISTORY     - 1951     MONUMENTED       CGS
 GB1556  HISTORY     - 1974     GOOD             NGS
 GB1556
 GB1556                          STATION DESCRIPTION
 GB1556
 GB1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1556'0.8 MI N FROM PEYTONSBURG.
 GB1556'ABOUT 0.85 MILE NORTH ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB1556'AT PEYTONSBURG, ABOUT 0.6 MILE SOUTHWEST OF A SCHOOL AND SMALL
 GB1556'SETTLEMENT, ABOUT 0.1 MILE NORTHEAST OF A SMALL CEMETERY, 26 FEET
 GB1556'SOUTHEAST OF CENTER LINE OF HIGHWAY, 105 FEET SOUTHWEST OF CENTER
 GB1556'LINE OF A DIM ROAD SOUTHEAST, 123 FEET SOUTHWEST OF SOUTHEAST END
 GB1556'OF AN 18-INCH PIPE CULVERT UNDER HIGHWAY, 53 FEET NORTH OF A
 GB1556'POWER POLE, 13 FEET NORTHEAST OF CENTER LINE OF A DIM DRIVE WAY
 GB1556'SOUTHEAST TO A SMALL LOG BARN, 1 1/2 FEET NORTH OF A WHITE
 GB1556'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE HIGHWAY AND SET IN THE TOP
 GB1556'OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- A METAL WITNESS
 GB1556'POST WAS SET 1 FOOT NORTHEAST OF THE MARK.
 GB1556
 GB1556                          STATION RECOVERY (1974)
 GB1556
 GB1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GB1556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2785 ***********************************************************************
 GA2785  DESIGNATION -  J 254
 GA2785  PID         -  GA2785
 GA2785  STATE/COUNTY-  KY/BELL
 GA2785  USGS QUAD   -  BALKAN (1974)
 GA2785
 GA2785                         *CURRENT SURVEY CONTROL
 GA2785  ___________________________________________________________________
 GA2785* NAD 83(1986)-  36 49 24.     (N)    083 32 46.     (W)     SCALED    
 GA2785* NAVD 88     -       333.259  (meters)    1093.37   (feet)  ADJUSTED  
 GA2785  ___________________________________________________________________
 GA2785  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA2785  DYNAMIC HT  -         332.973 (meters)    1092.43  (feet)  COMP
 GA2785  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GA2785
 GA2785  VERT ORDER  -  SECOND    CLASS 0
 GA2785
 GA2785.The horizontal coordinates were scaled from a topographic map and have
 GA2785.an estimated accuracy of +/- 6 seconds.
 GA2785
 GA2785.The orthometric height was determined by differential leveling
 GA2785.and adjusted by the National Geodetic Survey in June 1991..
 GA2785
 GA2785.The geoid height was determined by GEOID03.
 GA2785
 GA2785.The dynamic height is computed by dividing the NAVD 88
 GA2785.geopotential number by the normal gravity value computed on the
 GA2785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2785.degrees latitude (g = 980.6199 gals.).
 GA2785
 GA2785.The modeled gravity was interpolated from observed gravity values.
 GA2785
 GA2785;                    North         East    Units  Estimated Accuracy
 GA2785;SPC KY1Z     - 1,056,710.    1,696,620.      MT  (+/- 180 meters Scaled)
 GA2785
 GA2785                          SUPERSEDED SURVEY CONTROL
 GA2785
 GA2785  NGVD 29 (??/??/92)  333.404  (m)         1093.84   (f) ADJ UNCH    2 0
 GA2785
 GA2785.Superseded values are not recommended for survey control.
 GA2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2785.See file dsdata.txt to determine how the superseded data were derived.
 GA2785
 GA2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA729783(NAD 83)
 GA2785_MARKER: DB = BENCH MARK DISK
 GA2785_SETTING: 66 = SET IN ROCK OUTCROP
 GA2785_SP_SET: SET IN ROCK OUTCROP
 GA2785_STAMPING: J 254 1951 1093.843
 GA2785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2785+STABILITY: POSITION/ELEVATION WELL
 GA2785
 GA2785  HISTORY     - Date     Condition        Report By
 GA2785  HISTORY     - 1951     MONUMENTED       CGS
 GA2785  HISTORY     - 1957     GOOD             NGS
 GA2785  HISTORY     - 1975     GOOD             NGS
 GA2785
 GA2785                          STATION DESCRIPTION
 GA2785
 GA2785'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2785'0.8 MI SW FROM STONY FORK.
 GA2785'0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 221 FROM THE BAPTIST
 GA2785'CHURCH AT STONY FORK, ABOUT 0.7 MILE SOUTHWEST OF A 130-FOOT
 GA2785'CONCRETE BRIDGE OVER STONY FORK CREEK, ABOUT 70 YARDS SOUTHWEST
 GA2785'OF THE JUNCTION OF A ROAD EAST AND THE NORTH END OF A FOOT
 GA2785'SUSPENSION BRIDGE OVER A CREEK, IN THE TOP OF THE EAST CORNER
 GA2785'OF A LARGE OUTCROP OF ROCK THAT IS PART OF A CUT NORTHWEST OF
 GA2785'HIGHWAY, 20 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 7 FEET
 GA2785'NORTHWEST OF NORTHWEST END OF A 24-INCH PIPE CULVERT UNDER HIGHWAY,
 GA2785'1 FOOT NORTHEAST OF EXTENDED CENTER OF PIPE CULVERT AND ABOUT
 GA2785'2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 GA2785
 GA2785                          STATION RECOVERY (1957)
 GA2785
 GA2785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2785'RECOVERED IN GOOD CONDITION.
 GA2785
 GA2785                          STATION RECOVERY (1975)
 GA2785
 GA2785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0483 ***********************************************************************
 GY0483  DESIGNATION -  J 255
 GY0483  PID         -  GY0483
 GY0483  STATE/COUNTY-  KY/PIKE
 GY0483  USGS QUAD   -  WILLIAMSON (1992)
 GY0483
 GY0483                         *CURRENT SURVEY CONTROL
 GY0483  ___________________________________________________________________
 GY0483* NAD 83(1986)-  37 41 14.     (N)    082 22 25.     (W)     SCALED    
 GY0483* NAVD 88     -       210.687  (meters)     691.23   (feet)  ADJUSTED  
 GY0483  ___________________________________________________________________
 GY0483  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GY0483  DYNAMIC HT  -         210.531 (meters)     690.72  (feet)  COMP
 GY0483  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 GY0483
 GY0483  VERT ORDER  -  SECOND    CLASS 0
 GY0483
 GY0483.The horizontal coordinates were scaled from a topographic map and have
 GY0483.an estimated accuracy of +/- 6 seconds.
 GY0483
 GY0483.The orthometric height was determined by differential leveling
 GY0483.and adjusted by the National Geodetic Survey in June 1991..
 GY0483
 GY0483.The geoid height was determined by GEOID03.
 GY0483
 GY0483.The dynamic height is computed by dividing the NAVD 88
 GY0483.geopotential number by the normal gravity value computed on the
 GY0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0483.degrees latitude (g = 980.6199 gals.).
 GY0483
 GY0483.The modeled gravity was interpolated from observed gravity values.
 GY0483
 GY0483;                    North         East    Units  Estimated Accuracy
 GY0483;SPC KY1Z     - 1,155,640.    1,797,720.      MT  (+/- 180 meters Scaled)
 GY0483
 GY0483                          SUPERSEDED SURVEY CONTROL
 GY0483
 GY0483  NGVD 29 (??/??/92)  210.910  (m)          691.96   (f) ADJ UNCH    2 0
 GY0483
 GY0483.Superseded values are not recommended for survey control.
 GY0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0483.See file dsdata.txt to determine how the superseded data were derived.
 GY0483
 GY0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB788720(NAD 83)
 GY0483_MARKER: DB = BENCH MARK DISK
 GY0483_SETTING: 66 = SET IN ROCK OUTCROP
 GY0483_SP_SET: ROCK CUT
 GY0483_STAMPING: J 255 1952 691.961
 GY0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0483+STABILITY: POSITION/ELEVATION WELL
 GY0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0483+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 GY0483
 GY0483  HISTORY     - Date     Condition        Report By
 GY0483  HISTORY     - 1952     MONUMENTED       CGS
 GY0483  HISTORY     - 1956     GOOD             NGS
 GY0483  HISTORY     - 20010627 GOOD             KYDT
 GY0483
 GY0483                          STATION DESCRIPTION
 GY0483
 GY0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0483'6.2 MI N FROM SIDNEY.
 GY0483'6.15 MILES NORTH ALONG STATE HIGHWAY 468 FROM THE JUNCTION OF
 GY0483'U.S. HIGHWAY 119 AND BEVINS SCHOOL AT SIDNEY, 0.2 MILE EAST OF A
 GY0483'CONCRETE BLOCK CHURCH, 41 FEET SOUTH SOUTHWEST AND ACROSS HIGHWAY
 GY0483'FROM POWER POLE NO. 940-1, 27 FEET SOUTH OF CENTER OF HIGHWAY,
 GY0483'12.5 FEET EAST OF AN UPRIGHT 18-INCH DRAIN TILE, 8 FEET EAST AND
 GY0483'ABOUT LEVEL WITH THE TOP POINT OF A 12-INCH TRIANGLE CHISELED IN
 GY0483'FACE OF LEDGE, SET IN THE TOP OF A SMALL SHELF AT THE EAST END
 GY0483'OF A ROCK CUT, AT THE CENTER OF SMALL RAVINE, ABOUT 4.5 FEET
 GY0483'ABOVE LEVEL OF HIGHWAY.
 GY0483
 GY0483                          STATION RECOVERY (2001)
 GY0483
 GY0483'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0483'MARK IS 3 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2209 ***********************************************************************
 GZ2209  DESIGNATION -  J 256
 GZ2209  PID         -  GZ2209
 GZ2209  STATE/COUNTY-  KY/LARUE
 GZ2209  USGS QUAD   -  MAGNOLIA (1961)
 GZ2209
 GZ2209                         *CURRENT SURVEY CONTROL
 GZ2209  ___________________________________________________________________
 GZ2209* NAD 83(1986)-  37 26 33.     (N)    085 39 34.     (W)     SCALED    
 GZ2209* NAVD 88     -       291.457  (meters)     956.22   (feet)  ADJUSTED  
 GZ2209  ___________________________________________________________________
 GZ2209  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GZ2209  DYNAMIC HT  -         291.229 (meters)     955.47  (feet)  COMP
 GZ2209  MODELED GRAV-     979,841.8   (mgal)                       NAVD 88
 GZ2209
 GZ2209  VERT ORDER  -  SECOND    CLASS 0
 GZ2209
 GZ2209.The horizontal coordinates were scaled from a topographic map and have
 GZ2209.an estimated accuracy of +/- 6 seconds.
 GZ2209
 GZ2209.The orthometric height was determined by differential leveling
 GZ2209.and adjusted by the National Geodetic Survey in June 1991..
 GZ2209
 GZ2209.The geoid height was determined by GEOID03.
 GZ2209
 GZ2209.The dynamic height is computed by dividing the NAVD 88
 GZ2209.geopotential number by the normal gravity value computed on the
 GZ2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2209.degrees latitude (g = 980.6199 gals.).
 GZ2209
 GZ2209.The modeled gravity was interpolated from observed gravity values.
 GZ2209
 GZ2209;                    North         East    Units  Estimated Accuracy
 GZ2209;SPC KY1Z     - 1,123,100.    1,508,010.      MT  (+/- 180 meters Scaled)
 GZ2209
 GZ2209                          SUPERSEDED SURVEY CONTROL
 GZ2209
 GZ2209  NGVD 29 (??/??/92)  291.574  (m)          956.61   (f) ADJ UNCH    2 0
 GZ2209
 GZ2209.Superseded values are not recommended for survey control.
 GZ2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2209.See file dsdata.txt to determine how the superseded data were derived.
 GZ2209
 GZ2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG185448(NAD 83)
 GZ2209_MARKER: DB = BENCH MARK DISK
 GZ2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2209_STAMPING: J 256 1951
 GZ2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2209+STABILITY: SURFACE MOTION
 GZ2209
 GZ2209  HISTORY     - Date     Condition        Report By
 GZ2209  HISTORY     - 1951     MONUMENTED       CGS
 GZ2209  HISTORY     - 1982     GOOD             KYDT
 GZ2209
 GZ2209                          STATION DESCRIPTION
 GZ2209
 GZ2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2209'0.8 MI SE FROM MT SHERMAN.
 GZ2209'ABOUT 0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE
 GZ2209'POST OFFICE AT MT. SHERMAN, AT A GRAVEL CROSSROAD AND AT THE
 GZ2209'GREEN-LARUE COUNTY LINE, 28 FEET SOUTHWEST OF THE CENTER LINE
 GZ2209'OF HIGHWAY, 22 FEET NORTHWEST OF CENTER LINE OF ROAD SOUTHWEST,
 GZ2209'12 1/2 FEET SOUTH OF A CONCRETE HIGHWAY MARKER POST, 7 FEET
 GZ2209'NORTHWEST OF A FENCE CORNER, 1 1/2 FEET NORTHEAST OF A FENCE
 GZ2209'LINE, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 GZ2209'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 1.7
 GZ2209'MILES NORTHWEST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GZ2209'AT CREAL, GREEN COUNTY.
 GZ2209
 GZ2209                          STATION RECOVERY (1982)
 GZ2209
 GZ2209'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2047 ***********************************************************************
 GZ2047  DESIGNATION -  J 257
 GZ2047  PID         -  GZ2047
 GZ2047  STATE/COUNTY-  KY/HART
 GZ2047  USGS QUAD   -  CANMER (1987)
 GZ2047
 GZ2047                         *CURRENT SURVEY CONTROL
 GZ2047  ___________________________________________________________________
 GZ2047* NAD 83(1986)-  37 22 15.     (N)    085 45 34.     (W)     SCALED    
 GZ2047* NAVD 88     -       236.407  (meters)     775.61   (feet)  ADJUSTED  
 GZ2047  ___________________________________________________________________
 GZ2047  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GZ2047  DYNAMIC HT  -         236.224 (meters)     775.01  (feet)  COMP
 GZ2047  MODELED GRAV-     979,847.1   (mgal)                       NAVD 88
 GZ2047
 GZ2047  VERT ORDER  -  SECOND    CLASS 0
 GZ2047
 GZ2047.The horizontal coordinates were scaled from a topographic map and have
 GZ2047.an estimated accuracy of +/- 6 seconds.
 GZ2047
 GZ2047.The orthometric height was determined by differential leveling
 GZ2047.and adjusted by the National Geodetic Survey in June 1991..
 GZ2047
 GZ2047.The geoid height was determined by GEOID03.
 GZ2047
 GZ2047.The dynamic height is computed by dividing the NAVD 88
 GZ2047.geopotential number by the normal gravity value computed on the
 GZ2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2047.degrees latitude (g = 980.6199 gals.).
 GZ2047
 GZ2047.The modeled gravity was interpolated from observed gravity values.
 GZ2047
 GZ2047;                    North         East    Units  Estimated Accuracy
 GZ2047;SPC KY1Z     - 1,115,150.    1,499,160.      MT  (+/- 180 meters Scaled)
 GZ2047
 GZ2047                          SUPERSEDED SURVEY CONTROL
 GZ2047
 GZ2047  NGVD 29 (??/??/92)  236.534  (m)          776.03   (f) ADJ UNCH    2 0
 GZ2047
 GZ2047.Superseded values are not recommended for survey control.
 GZ2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2047.See file dsdata.txt to determine how the superseded data were derived.
 GZ2047
 GZ2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG098367(NAD 83)
 GZ2047_MARKER: DB = BENCH MARK DISK
 GZ2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2047_STAMPING: J 257 1951
 GZ2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2047+STABILITY: SURFACE MOTION
 GZ2047
 GZ2047  HISTORY     - Date     Condition        Report By
 GZ2047  HISTORY     - 1951     MONUMENTED       CGS
 GZ2047
 GZ2047                          STATION DESCRIPTION
 GZ2047
 GZ2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2047'2.2 MI N FROM LINWOOD.
 GZ2047'ABOUT 2.25 MILES NORTH ALONG U.S. HIGHWAY 31E FROM THE POST OFFICE
 GZ2047'AND CROSSROADS AT LINWOOD, ABOUT 1.05 MILE SOUTH OF A GRAVEL
 GZ2047'CROSSROAD, AT THE SOUTH END OF A SHORT THRU CUT, 48 FEET EAST OF
 GZ2047'THE CENTER LINE OF HIGHWAY, 199 1/2 FEET NORTH OF THE NORTH END
 GZ2047'OF THE EAST CONCRETE HEAD WALL OF A 4-FOOT PIPE CULVERT, 83 FEET
 GZ2047'SOUTHEAST AND ACROSS THE HIGHWAY FROM THE SOUTH END OF A 20-INCH
 GZ2047'PIPE CULVERT UNDER A DIM DRIVE WEST, 1 FOOT WEST OF A FENCE LINE,
 GZ2047'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 GZ2047'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 GZ2047'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2001 ***********************************************************************
 GZ2001  DESIGNATION -  J 258
 GZ2001  PID         -  GZ2001
 GZ2001  STATE/COUNTY-  KY/HART
 GZ2001  USGS QUAD   -  CANMER (1987)
 GZ2001
 GZ2001                         *CURRENT SURVEY CONTROL
 GZ2001  ___________________________________________________________________
 GZ2001* NAD 83(1986)-  37 17 00.     (N)    085 48 05.     (W)     SCALED    
 GZ2001* NAVD 88     -       190.350  (meters)     624.51   (feet)  ADJUSTED  
 GZ2001  ___________________________________________________________________
 GZ2001  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GZ2001  DYNAMIC HT  -         190.204 (meters)     624.03  (feet)  COMP
 GZ2001  MODELED GRAV-     979,859.1   (mgal)                       NAVD 88
 GZ2001
 GZ2001  VERT ORDER  -  SECOND    CLASS 0
 GZ2001
 GZ2001.The horizontal coordinates were scaled from a topographic map and have
 GZ2001.an estimated accuracy of +/- 6 seconds.
 GZ2001
 GZ2001.The orthometric height was determined by differential leveling
 GZ2001.and adjusted by the National Geodetic Survey in June 1991..
 GZ2001
 GZ2001.The geoid height was determined by GEOID03.
 GZ2001
 GZ2001.The dynamic height is computed by dividing the NAVD 88
 GZ2001.geopotential number by the normal gravity value computed on the
 GZ2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2001.degrees latitude (g = 980.6199 gals.).
 GZ2001
 GZ2001.The modeled gravity was interpolated from observed gravity values.
 GZ2001
 GZ2001;                    North         East    Units  Estimated Accuracy
 GZ2001;SPC KY1Z     - 1,105,440.    1,495,440.      MT  (+/- 180 meters Scaled)
 GZ2001
 GZ2001                          SUPERSEDED SURVEY CONTROL
 GZ2001
 GZ2001  NGVD 29 (??/??/92)  190.477  (m)          624.92   (f) ADJ UNCH    2 0
 GZ2001
 GZ2001.Superseded values are not recommended for survey control.
 GZ2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2001.See file dsdata.txt to determine how the superseded data were derived.
 GZ2001
 GZ2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG062269(NAD 83)
 GZ2001_MARKER: DB = BENCH MARK DISK
 GZ2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2001_STAMPING: J 258 1951
 GZ2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2001+STABILITY: SURFACE MOTION
 GZ2001
 GZ2001  HISTORY     - Date     Condition        Report By
 GZ2001  HISTORY     - 1951     MONUMENTED       CGS
 GZ2001
 GZ2001                          STATION DESCRIPTION
 GZ2001
 GZ2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2001'2 MI SW FROM CANMER.
 GZ2001'ABOUT 2.0 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM CANMER DEPOSIT
 GZ2001'BANK AT CANMER, ON THE TOP OF A GRADE AND AT THE NORTHEAST CORNER
 GZ2001'OF AN OPEN PASTURE, 19 FEET SOUTH OF CENTER LINE OF ROAD, 7 FEET
 GZ2001'NORTH OF A 12-INCH CEDAR TREE, 40 FEET SOUTHWEST AND ACROSS ROAD
 GZ2001'FROM A 30-INCH OAK TREE IN A FENCE LINE, 33 1/2 FEET EAST OF A
 GZ2001'12-INCH SASAFRASS TREE IN A FENCE LINE, 2 FEET SOUTH OF FENCE
 GZ2001'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2
 GZ2001'FEET ABOVE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GZ2001'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1967 ***********************************************************************
 GZ1967  DESIGNATION -  J 259
 GZ1967  PID         -  GZ1967
 GZ1967  STATE/COUNTY-  KY/LARUE
 GZ1967  USGS QUAD   -  MAGNOLIA (1961)
 GZ1967
 GZ1967                         *CURRENT SURVEY CONTROL
 GZ1967  ___________________________________________________________________
 GZ1967* NAD 83(1986)-  37 26 34.     (N)    085 40 30.     (W)     SCALED    
 GZ1967* NAVD 88     -       284.809  (meters)     934.41   (feet)  ADJUSTED  
 GZ1967  ___________________________________________________________________
 GZ1967  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GZ1967  DYNAMIC HT  -         284.586 (meters)     933.68  (feet)  COMP
 GZ1967  MODELED GRAV-     979,840.6   (mgal)                       NAVD 88
 GZ1967
 GZ1967  VERT ORDER  -  SECOND    CLASS 0
 GZ1967
 GZ1967.The horizontal coordinates were scaled from a topographic map and have
 GZ1967.an estimated accuracy of +/- 6 seconds.
 GZ1967
 GZ1967.The orthometric height was determined by differential leveling
 GZ1967.and adjusted by the National Geodetic Survey in June 1991..
 GZ1967
 GZ1967.The geoid height was determined by GEOID03.
 GZ1967
 GZ1967.The dynamic height is computed by dividing the NAVD 88
 GZ1967.geopotential number by the normal gravity value computed on the
 GZ1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1967.degrees latitude (g = 980.6199 gals.).
 GZ1967
 GZ1967.The modeled gravity was interpolated from observed gravity values.
 GZ1967
 GZ1967;                    North         East    Units  Estimated Accuracy
 GZ1967;SPC KY1Z     - 1,123,130.    1,506,640.      MT  (+/- 180 meters Scaled)
 GZ1967
 GZ1967                          SUPERSEDED SURVEY CONTROL
 GZ1967
 GZ1967  NGVD 29 (??/??/92)  284.927  (m)          934.80   (f) ADJ UNCH    2 0
 GZ1967
 GZ1967.Superseded values are not recommended for survey control.
 GZ1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1967.See file dsdata.txt to determine how the superseded data were derived.
 GZ1967
 GZ1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG172448(NAD 83)
 GZ1967_MARKER: DB = BENCH MARK DISK
 GZ1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1967_STAMPING: J 259 1951
 GZ1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1967+STABILITY: SURFACE MOTION
 GZ1967
 GZ1967  HISTORY     - Date     Condition        Report By
 GZ1967  HISTORY     - 1951     MONUMENTED       CGS
 GZ1967  HISTORY     - 1982     GOOD             KYDT
 GZ1967
 GZ1967                          STATION DESCRIPTION
 GZ1967
 GZ1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1967'0.8 MI SW FROM MT SHERMAN.
 GZ1967'ABOUT 0.8 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ1967'OFFICE AND JUNCTION OF STATE HIGHWAY 61 AT MT. SHERMAN, ABOUT
 GZ1967'0.65 MILE SOUTH OF ROAD WEST, AT THE T JUNCTION OF AN EAST-WEST
 GZ1967'ROAD AND AT MT. MORIAH CHURCH AND CEMETERY, 47 FEET SOUTH OF THE
 GZ1967'CENTER LINE OF ROAD WEST, ABOUT 55 FEET WEST OF EXTENDED CENTER
 GZ1967'LINE OF ROAD NORTH, 66 FEET WEST OF THE NORTHWEST CORNER OF NORTH
 GZ1967'WING OF CHURCH, 55 FEET NORTHWEST OF NORTHWEST CORNER OF WEST
 GZ1967'WING OF CHURCH, 1 1/2 FEET SOUTH OF A POWEER POLE WITH
 GZ1967'TRANSFORMER ON BRANCH LINE TO CHURCH, ABOUT LEVEL WITH ROAD AND
 GZ1967'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1967
 GZ1967                          STATION RECOVERY (1982)
 GZ1967
 GZ1967'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ1967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3065 ***********************************************************************
 GZ3065  DESIGNATION -  J 259 RESET
 GZ3065  PID         -  GZ3065
 GZ3065  STATE/COUNTY-  KY/LARUE
 GZ3065  USGS QUAD   -  MAGNOLIA (1961)
 GZ3065
 GZ3065                         *CURRENT SURVEY CONTROL
 GZ3065  ___________________________________________________________________
 GZ3065* NAD 83(1986)-  37 26 34.     (N)    085 40 30.     (W)     SCALED    
 GZ3065* NAVD 88     -       285.32   (meters)     936.1    (feet)  RESET     
 GZ3065  ___________________________________________________________________
 GZ3065  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GZ3065
 GZ3065  VERT ORDER  -  THIRD
 GZ3065
 GZ3065.The horizontal coordinates were scaled from a topographic map and have
 GZ3065.an estimated accuracy of +/- 6 seconds.
 GZ3065
 GZ3065.The orthometric height was computed from unverified reset data.
 GZ3065.No vertical observational check was made to the station.
 GZ3065
 GZ3065.The geoid height was determined by GEOID03.
 GZ3065
 GZ3065;                    North         East    Units  Estimated Accuracy
 GZ3065;SPC KY1Z     - 1,123,130.    1,506,640.      MT  (+/- 180 meters Scaled)
 GZ3065
 GZ3065                          SUPERSEDED SURVEY CONTROL
 GZ3065
 GZ3065  NGVD 29 (10/08/05)  285.44   (m)          936.5    (f) RESET       3  
 GZ3065
 GZ3065.Superseded values are not recommended for survey control.
 GZ3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3065.See file dsdata.txt to determine how the superseded data were derived.
 GZ3065
 GZ3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG172448(NAD 83)
 GZ3065_MARKER: DB = BENCH MARK DISK
 GZ3065_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GZ3065+WITH SETTING: PAVEMENT
 GZ3065_SP_SET: SLAB
 GZ3065_STAMPING: J 259 RESET 1987
 GZ3065_MARK LOGO: KYDT  
 GZ3065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ3065+STABILITY: SURFACE MOTION
 GZ3065
 GZ3065  HISTORY     - Date     Condition        Report By
 GZ3065  HISTORY     - 1987     MONUMENTED       KYDT
 GZ3065
 GZ3065                          STATION DESCRIPTION
 GZ3065
 GZ3065'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1987
 GZ3065'1.3 KM (0.80 MI) SW FROM MT SHERMAN.
 GZ3065'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 1905 FROM JUNCTION AT STATE
 GZ3065'HIGHWAY 61 AND POST OFFICE IN MT SHERMAN, IN CONCRETE SLAB IN FRONT
 GZ3065'OF NEW MT MORIAH CHURCH, 2 FEET NORTH OF PORCH, AND 1 FOOT WEST OF
 GZ3065'STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2671 ***********************************************************************
 GA2671  DESIGNATION -  J 26
 GA2671  PID         -  GA2671
 GA2671  STATE/COUNTY-  KY/BELL
 GA2671  USGS QUAD   -  BALKAN (1974)
 GA2671
 GA2671                         *CURRENT SURVEY CONTROL
 GA2671  ___________________________________________________________________
 GA2671* NAD 83(1986)-  36 47 19.     (N)    083 31 29.     (W)     SCALED    
 GA2671* NAVD 88     -       331.988  (meters)    1089.20   (feet)  ADJUSTED  
 GA2671  ___________________________________________________________________
 GA2671  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA2671  DYNAMIC HT  -         331.702 (meters)    1088.26  (feet)  COMP
 GA2671  MODELED GRAV-     979,761.7   (mgal)                       NAVD 88
 GA2671
 GA2671  VERT ORDER  -  SECOND    CLASS 0
 GA2671
 GA2671.The horizontal coordinates were scaled from a topographic map and have
 GA2671.an estimated accuracy of +/- 6 seconds.
 GA2671
 GA2671.The orthometric height was determined by differential leveling
 GA2671.and adjusted by the National Geodetic Survey in June 1991..
 GA2671
 GA2671.The geoid height was determined by GEOID03.
 GA2671
 GA2671.The dynamic height is computed by dividing the NAVD 88
 GA2671.geopotential number by the normal gravity value computed on the
 GA2671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2671.degrees latitude (g = 980.6199 gals.).
 GA2671
 GA2671.The modeled gravity was interpolated from observed gravity values.
 GA2671
 GA2671;                    North         East    Units  Estimated Accuracy
 GA2671;SPC KY1Z     - 1,052,900.    1,698,620.      MT  (+/- 180 meters Scaled)
 GA2671
 GA2671                          SUPERSEDED SURVEY CONTROL
 GA2671
 GA2671  NGVD 29 (??/??/92)  332.138  (m)         1089.69   (f) ADJ UNCH    2 0
 GA2671
 GA2671.Superseded values are not recommended for survey control.
 GA2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2671.See file dsdata.txt to determine how the superseded data were derived.
 GA2671
 GA2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA747743(NAD 83)
 GA2671_MARKER: DB = BENCH MARK DISK
 GA2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2671_STAMPING: J 26 1934 1089.689
 GA2671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2671+STABILITY: SURFACE MOTION
 GA2671
 GA2671  HISTORY     - Date     Condition        Report By
 GA2671  HISTORY     - 1934     MONUMENTED       CGS
 GA2671  HISTORY     - 1952     GOOD             NGS
 GA2671  HISTORY     - 1957     POOR             NGS
 GA2671
 GA2671                          STATION DESCRIPTION
 GA2671
 GA2671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GA2671'AT BLACKMONT.
 GA2671'AT BLACKMONT, ABOUT 0.15 MILE NORTH ALONG THE LOUISVILLE AND
 GA2671'NASHVILLE RAILROAD FROM THE STATION, BETWEEN THE TRACK AND A
 GA2671'DIM ROAD THAT PARALLELS THE TRACK, 46 1/2 FEET EAST OF EAST RAIL
 GA2671'OF EAST MAIN TRACK, 15 FEET WEST OF CENTER LINE OF DIM ROAD,
 GA2671'132 FEET SOUTHEAST AND ACROSS TRACK FROM MILE POST 223, 71 1/2
 GA2671'FEET EAST AND ACROSS TRACK FROM A SWITCH STAND THAT IS AT THE
 GA2671'FIRST TELEPHONE POLE SOUTH OF MILE POST, 2 FEET WEST OF A FENCE
 GA2671'LINE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 GA2671'FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GA2671'PROJECTING 4 INCHES.
 GA2671
 GA2671                          STATION RECOVERY (1957)
 GA2671
 GA2671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2671'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2113 ***********************************************************************
 GZ2113  DESIGNATION -  J 260
 GZ2113  PID         -  GZ2113
 GZ2113  STATE/COUNTY-  KY/METCALFE
 GZ2113  USGS QUAD   -  SULPHUR WELL (1976)
 GZ2113
 GZ2113                         *CURRENT SURVEY CONTROL
 GZ2113  ___________________________________________________________________
 GZ2113* NAD 83(1986)-  37 04 43.     (N)    085 41 45.     (W)     SCALED    
 GZ2113* NAVD 88     -       229.985  (meters)     754.54   (feet)  ADJUSTED  
 GZ2113  ___________________________________________________________________
 GZ2113  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GZ2113  DYNAMIC HT  -         229.801 (meters)     753.94  (feet)  COMP
 GZ2113  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 GZ2113
 GZ2113  VERT ORDER  -  SECOND    CLASS 0
 GZ2113
 GZ2113.The horizontal coordinates were scaled from a topographic map and have
 GZ2113.an estimated accuracy of +/- 6 seconds.
 GZ2113
 GZ2113.The orthometric height was determined by differential leveling
 GZ2113.and adjusted by the National Geodetic Survey in June 1991..
 GZ2113
 GZ2113.The geoid height was determined by GEOID03.
 GZ2113
 GZ2113.The dynamic height is computed by dividing the NAVD 88
 GZ2113.geopotential number by the normal gravity value computed on the
 GZ2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2113.degrees latitude (g = 980.6199 gals.).
 GZ2113
 GZ2113.The modeled gravity was interpolated from observed gravity values.
 GZ2113
 GZ2113;                    North         East    Units  Estimated Accuracy
 GZ2113;SPC KY1Z     - 1,082,720.    1,504,820.      MT  (+/- 180 meters Scaled)
 GZ2113
 GZ2113                          SUPERSEDED SURVEY CONTROL
 GZ2113
 GZ2113  NGVD 29 (??/??/92)  230.125  (m)          755.00   (f) ADJ UNCH    2 0
 GZ2113
 GZ2113.Superseded values are not recommended for survey control.
 GZ2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2113.See file dsdata.txt to determine how the superseded data were derived.
 GZ2113
 GZ2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG159043(NAD 83)
 GZ2113_MARKER: DB = BENCH MARK DISK
 GZ2113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2113_SP_SET: CULVERT
 GZ2113_STAMPING: J 260 1951
 GZ2113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2113
 GZ2113  HISTORY     - Date     Condition        Report By
 GZ2113  HISTORY     - 1951     MONUMENTED       CGS
 GZ2113
 GZ2113                          STATION DESCRIPTION
 GZ2113
 GZ2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2113'AT KNOB LICK.
 GZ2113'AT KNOB LICK, ALONG STATE HIGHWAY 70, AT THE CROSSROADS, SET IN
 GZ2113'THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A
 GZ2113'20-FOOT CONCRETE CULVERT WITH PARTITION OVER A SMALL CREEK, 20
 GZ2113'FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 87 FEET NORTHEAST
 GZ2113'OF CENTER LINE OF ROAD SOUTHEAST AND ABOUT 3 FEET BELOW THE
 GZ2113'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2083 ***********************************************************************
 GZ2083  DESIGNATION -  J 261
 GZ2083  PID         -  GZ2083
 GZ2083  STATE/COUNTY-  KY/BARREN
 GZ2083  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ2083
 GZ2083                         *CURRENT SURVEY CONTROL
 GZ2083  ___________________________________________________________________
 GZ2083* NAD 83(1986)-  37 00 40.     (N)    085 54 13.     (W)     SCALED    
 GZ2083* NAVD 88     -       259.290  (meters)     850.69   (feet)  ADJUSTED  
 GZ2083  ___________________________________________________________________
 GZ2083  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GZ2083  DYNAMIC HT  -         259.083 (meters)     850.01  (feet)  COMP
 GZ2083  MODELED GRAV-     979,823.4   (mgal)                       NAVD 88
 GZ2083
 GZ2083  VERT ORDER  -  SECOND    CLASS 0
 GZ2083
 GZ2083.The horizontal coordinates were scaled from a topographic map and have
 GZ2083.an estimated accuracy of +/- 6 seconds.
 GZ2083
 GZ2083.The orthometric height was determined by differential leveling
 GZ2083.and adjusted by the National Geodetic Survey in June 1991..
 GZ2083
 GZ2083.The geoid height was determined by GEOID03.
 GZ2083
 GZ2083.The dynamic height is computed by dividing the NAVD 88
 GZ2083.geopotential number by the normal gravity value computed on the
 GZ2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2083.degrees latitude (g = 980.6199 gals.).
 GZ2083
 GZ2083.The modeled gravity was interpolated from observed gravity values.
 GZ2083
 GZ2083;                    North         East    Units  Estimated Accuracy
 GZ2083;SPC KY1Z     - 1,075,240.    1,486,330.      MT  (+/- 180 meters Scaled)
 GZ2083
 GZ2083                          SUPERSEDED SURVEY CONTROL
 GZ2083
 GZ2083  NGVD 29 (??/??/92)  259.431  (m)          851.15   (f) ADJ UNCH    2 0
 GZ2083
 GZ2083.Superseded values are not recommended for survey control.
 GZ2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2083.See file dsdata.txt to determine how the superseded data were derived.
 GZ2083
 GZ2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF975966(NAD 83)
 GZ2083_MARKER: DB = BENCH MARK DISK
 GZ2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2083_STAMPING: J 261 1951
 GZ2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2083+STABILITY: SURFACE MOTION
 GZ2083
 GZ2083  HISTORY     - Date     Condition        Report By
 GZ2083  HISTORY     - 1951     MONUMENTED       CGS
 GZ2083
 GZ2083                          STATION DESCRIPTION
 GZ2083
 GZ2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2083'1.2 MI N FROM GLASGOW.
 GZ2083'ABOUT 1.15 MILES NORTH ALONG U.S. HIGHWAY 31E FROM THE COURT
 GZ2083'HOUSE AT GLASGOW, NORTHEAST AND ACROSS HIGHWAY FROM T.J. SAMSON
 GZ2083'COMMUNITY HOSPITAL, SET ALONG THE SOUTHWEST SIDE OF A ROCK
 GZ2083'RETAINING WALL THAT IS ALONG THE SOUTHWEST SIDE OF A LAWN OF A
 GZ2083'ROCK HOUSE, 29 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, 71
 GZ2083'FEET NORTHWEST OF THE CENTER LINE OF A DRIVE TO ROCK HOUSE, 1 1/2
 GZ2083'FEET NORTHEAST OF A POWER POLE, 1 1/2 FEET SOUTHWEST OF SOUTHWEST
 GZ2083'EDGE OF ROCK RETAINING WALL, 78 FEET SOUTHEAST OF THE EXTENDED
 GZ2083'CENTER LINE OF A BLACK TOP STREET SOUTHWEST TO HOSPITAL, ABOUT LEVEL
 GZ2083'WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 GZ2083'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2125 ***********************************************************************
 GZ2125  DESIGNATION -  J 262
 GZ2125  PID         -  GZ2125
 GZ2125  STATE/COUNTY-  KY/METCALFE
 GZ2125  USGS QUAD   -  CENTER (1985)
 GZ2125
 GZ2125                         *CURRENT SURVEY CONTROL
 GZ2125  ___________________________________________________________________
 GZ2125* NAD 83(1986)-  37 07 48.     (N)    085 41 42.     (W)     SCALED    
 GZ2125* NAVD 88     -       228.227  (meters)     748.77   (feet)  ADJUSTED  
 GZ2125  ___________________________________________________________________
 GZ2125  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GZ2125  DYNAMIC HT  -         228.047 (meters)     748.18  (feet)  COMP
 GZ2125  MODELED GRAV-     979,836.2   (mgal)                       NAVD 88
 GZ2125
 GZ2125  VERT ORDER  -  SECOND    CLASS 0
 GZ2125
 GZ2125.The horizontal coordinates were scaled from a topographic map and have
 GZ2125.an estimated accuracy of +/- 6 seconds.
 GZ2125
 GZ2125.The orthometric height was determined by differential leveling
 GZ2125.and adjusted by the National Geodetic Survey in June 1991..
 GZ2125
 GZ2125.The geoid height was determined by GEOID03.
 GZ2125
 GZ2125.The dynamic height is computed by dividing the NAVD 88
 GZ2125.geopotential number by the normal gravity value computed on the
 GZ2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2125.degrees latitude (g = 980.6199 gals.).
 GZ2125
 GZ2125.The modeled gravity was interpolated from observed gravity values.
 GZ2125
 GZ2125;                    North         East    Units  Estimated Accuracy
 GZ2125;SPC KY1Z     - 1,088,420.    1,504,890.      MT  (+/- 180 meters Scaled)
 GZ2125
 GZ2125                          SUPERSEDED SURVEY CONTROL
 GZ2125
 GZ2125  NGVD 29 (??/??/92)  228.367  (m)          749.23   (f) ADJ UNCH    2 0
 GZ2125
 GZ2125.Superseded values are not recommended for survey control.
 GZ2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2125.See file dsdata.txt to determine how the superseded data were derived.
 GZ2125
 GZ2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG159100(NAD 83)
 GZ2125_MARKER: DB = BENCH MARK DISK
 GZ2125_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2125_SP_SET: ROCK OUTCROP
 GZ2125_STAMPING: J 262 1951
 GZ2125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2125+STABILITY: POSITION/ELEVATION WELL
 GZ2125
 GZ2125  HISTORY     - Date     Condition        Report By
 GZ2125  HISTORY     - 1951     MONUMENTED       CGS
 GZ2125  HISTORY     - 20010426 MARK NOT FOUND   KYDT
 GZ2125
 GZ2125                          STATION DESCRIPTION
 GZ2125
 GZ2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2125'0.8 MI S FROM CENTER.
 GZ2125'ABOUT 0.3 MILE SOUTHEAST ALONG A PROMINENT GRAVEL ROAD FROM THE
 GZ2125'CHURCH OF CHRIST AT CENTER, THENCE ABOUT 0.45 MILE SOUTH ALONG A
 GZ2125'GRAVEL ROAD, ABOUT 0.9 MILE NORTH OF A NARROW CROSSROAD, ON THE
 GZ2125'NORTH SIDE OF A SMALL CREEK, SET IN THE TOP OF A LARGE FLAT
 GZ2125'OUTCROP OF ROCK, 15 FEET EAST OF CENTER LINE OF HIGHWAY, 27 FEET
 GZ2125'NORTHEAST OF CENTER OF EAST END OF A 4-FOOT CONCRETE BOX CULVERT
 GZ2125'FOR CREEK, 2 FEET EAST OF A FENCE LINE AND ABOUT 2 FEET BELOW THE
 GZ2125'ROAD.
 GZ2125
 GZ2125                          STATION RECOVERY (2001)
 GZ2125
 GZ2125'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2125'A LARGE METAL PIPE CULVERT HAS BEEN PLACED AT THIS LOCATION, ROAD HAS
 GZ2125'BEEN RAISED, COULD FIND NO SIGN OF ROCK OUTCROP, PROBABLY DESTROYED
 GZ2125'DURING ROAD IMPROVEMENTS OR BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9552 ***********************************************************************
 AA9552  DESIGNATION -  J 263 RESET
 AA9552  PID         -  AA9552
 AA9552  STATE/COUNTY-  KY/KNOX
 AA9552  USGS QUAD   -  ARTEMUS (1974)
 AA9552
 AA9552                         *CURRENT SURVEY CONTROL
 AA9552  ___________________________________________________________________
 AA9552* NAD 83(1986)-  36 50 50.     (N)    083 47 09.     (W)     SCALED    
 AA9552* NAVD 88     -       307.77   (meters)    1009.7    (feet)  RESET     
 AA9552  ___________________________________________________________________
 AA9552  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AA9552
 AA9552  VERT ORDER  -  THIRD
 AA9552
 AA9552.The horizontal coordinates were scaled from a topographic map and have
 AA9552.an estimated accuracy of +/- 6 seconds.
 AA9552
 AA9552.The orthometric height was computed from unverified reset data.
 AA9552
 AA9552.The geoid height was determined by GEOID03.
 AA9552
 AA9552;                    North         East    Units  Estimated Accuracy
 AA9552;SPC KY1Z     - 1,058,880.    1,675,180.      MT  (+/- 180 meters Scaled)
 AA9552
 AA9552                          SUPERSEDED SURVEY CONTROL
 AA9552
 AA9552.No superseded survey control is available for this station.
 AA9552
 AA9552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA516815(NAD 83)
 AA9552_MARKER: DV = VERTICAL CONTROL DISK
 AA9552_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA9552_SP_SET: BRIDGE WINGWALL
 AA9552_STAMPING: J 263 1951 RESET 1992
 AA9552_MARK LOGO: NGS   
 AA9552_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9552+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 AA9552
 AA9552  HISTORY     - Date     Condition        Report By
 AA9552  HISTORY     - 1992     MONUMENTED       KYDT
 AA9552  HISTORY     - 20020806 GOOD             KYDT
 AA9552
 AA9552                          STATION DESCRIPTION
 AA9552
 AA9552'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1992 (RDH)
 AA9552'1.7 MILES (2.7 KM) SOUTHEAST ALONG NEW US 25 E FROM BAUGHMAN, ABOUT .5
 AA9552'MILE (0.8 KM) NORTH ALONG NEW US 25 E FROM FLAT LICK ELEMENTARY
 AA9552'SCHOOL, IN THE SOUTHEAST WINGWALL OF SOUTH ABUTMENT OF THE NORTHBOUND
 AA9552'303 FOOT (92.4 M) CONCRETE HIGHWAY BRIDGE OVER STINKING CREEK, 25.8
 AA9552'FEET (7.9 M) EAST OF CENTERLINE OF US 25 E, ABOUT 1 FOOT (0.3 M) ABOVE
 AA9552'ROADWAY.
 AA9552
 AA9552                          STATION RECOVERY (2002)
 AA9552
 AA9552'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 AA9552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2803 ***********************************************************************
 GA2803  DESIGNATION -  J 265
 GA2803  PID         -  GA2803
 GA2803  STATE/COUNTY-  KY/BELL
 GA2803  USGS QUAD   -  BEVERLY (1979)
 GA2803
 GA2803                         *CURRENT SURVEY CONTROL
 GA2803  ___________________________________________________________________
 GA2803* NAD 83(1986)-  36 54 39.     (N)    083 34 16.     (W)     SCALED    
 GA2803* NAVD 88     -       565.277  (meters)    1854.58   (feet)  ADJUSTED  
 GA2803  ___________________________________________________________________
 GA2803  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA2803  DYNAMIC HT  -         564.803 (meters)    1853.02  (feet)  COMP
 GA2803  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 GA2803
 GA2803  VERT ORDER  -  SECOND    CLASS 0
 GA2803
 GA2803.The horizontal coordinates were scaled from a topographic map and have
 GA2803.an estimated accuracy of +/- 6 seconds.
 GA2803
 GA2803.The orthometric height was determined by differential leveling
 GA2803.and adjusted by the National Geodetic Survey in June 1991..
 GA2803
 GA2803.The geoid height was determined by GEOID03.
 GA2803
 GA2803.The dynamic height is computed by dividing the NAVD 88
 GA2803.geopotential number by the normal gravity value computed on the
 GA2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2803.degrees latitude (g = 980.6199 gals.).
 GA2803
 GA2803.The modeled gravity was interpolated from observed gravity values.
 GA2803
 GA2803;                    North         East    Units  Estimated Accuracy
 GA2803;SPC KY1Z     - 1,066,360.    1,694,160.      MT  (+/- 180 meters Scaled)
 GA2803
 GA2803                          SUPERSEDED SURVEY CONTROL
 GA2803
 GA2803  NGVD 29 (??/??/92)  565.429  (m)         1855.08   (f) ADJ UNCH    2 0
 GA2803
 GA2803.Superseded values are not recommended for survey control.
 GA2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2803.See file dsdata.txt to determine how the superseded data were derived.
 GA2803
 GA2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA709880(NAD 83)
 GA2803_MARKER: DB = BENCH MARK DISK
 GA2803_SETTING: 66 = SET IN ROCK OUTCROP
 GA2803_SP_SET: SET IN ROCK OUTCROP
 GA2803_STAMPING: J 265 1951 1855.078
 GA2803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2803+STABILITY: POSITION/ELEVATION WELL
 GA2803
 GA2803  HISTORY     - Date     Condition        Report By
 GA2803  HISTORY     - 1951     MONUMENTED       CGS
 GA2803  HISTORY     - 1957     GOOD             NGS
 GA2803  HISTORY     - 1977     MARK NOT FOUND   USGS
 GA2803
 GA2803                          STATION DESCRIPTION
 GA2803
 GA2803'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2803'3.1 MI NE FROM FIELD.
 GA2803'3.1 MILES NORTHEAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 GA2803'AND CROCKETT BAPTIST CHURCH AT FIELD, ABOUT 3.3 MILES SOUTHWEST OF
 GA2803'RED BIRD MISSION HOSPITAL AND ROAD JUNCTION AT BEVERLY, ABOUT 0.25
 GA2803'MILE SOUTH OF THE TOP OF A MOUNTAIN, ABOUT 1.15 MILES NORTHEAST OF
 GA2803'JUNCTION OF A ROAD SOUTHEAST, ON THE OUTSIDE OF A SHARP CURVE WITH
 GA2803'TANGENTS EXTENDING SOUTHEAST AND NORTHEAST, SET VERTICALLY IN THE
 GA2803'SOUTHEAST FACE OF A ROCK THAT IS PART OF A CUT NORTHWEST OF HIGHWAY,
 GA2803'48 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 1 1/2 FEET ABOVE
 GA2803'GROUND AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 GA2803
 GA2803                          STATION RECOVERY (1957)
 GA2803
 GA2803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2803'RECOVERED IN GOOD CONDITION.
 GA2803
 GA2803                          STATION RECOVERY (1977)
 GA2803
 GA2803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GA2803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2155 ***********************************************************************
 GB2155  DESIGNATION -  J 266
 GB2155  PID         -  GB2155
 GB2155  STATE/COUNTY-  KY/MONROE
 GB2155  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB2155
 GB2155                         *CURRENT SURVEY CONTROL
 GB2155  ___________________________________________________________________
 GB2155* NAD 83(1986)-  36 43 10.     (N)    085 39 19.     (W)     SCALED    
 GB2155* NAVD 88     -       303.740  (meters)     996.52   (feet)  ADJUSTED  
 GB2155  ___________________________________________________________________
 GB2155  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB2155  DYNAMIC HT  -         303.485 (meters)     995.68  (feet)  COMP
 GB2155  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 GB2155
 GB2155  VERT ORDER  -  SECOND    CLASS 0
 GB2155
 GB2155.The horizontal coordinates were scaled from a topographic map and have
 GB2155.an estimated accuracy of +/- 6 seconds.
 GB2155
 GB2155.The orthometric height was determined by differential leveling
 GB2155.and adjusted by the National Geodetic Survey in June 1991..
 GB2155
 GB2155.The geoid height was determined by GEOID03.
 GB2155
 GB2155.The dynamic height is computed by dividing the NAVD 88
 GB2155.geopotential number by the normal gravity value computed on the
 GB2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2155.degrees latitude (g = 980.6199 gals.).
 GB2155
 GB2155.The modeled gravity was interpolated from observed gravity values.
 GB2155
 GB2155;                    North         East    Units  Estimated Accuracy
 GB2155;SPC KY1Z     - 1,042,860.    1,508,460.      MT  (+/- 180 meters Scaled)
 GB2155
 GB2155                          SUPERSEDED SURVEY CONTROL
 GB2155
 GB2155  NGVD 29 (??/??/92)  303.865  (m)          996.93   (f) ADJ UNCH    2 0
 GB2155
 GB2155.Superseded values are not recommended for survey control.
 GB2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2155.See file dsdata.txt to determine how the superseded data were derived.
 GB2155
 GB2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF200645(NAD 83)
 GB2155_MARKER: DB = BENCH MARK DISK
 GB2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2155_STAMPING: J 266 1951
 GB2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2155+STABILITY: SURFACE MOTION
 GB2155
 GB2155  HISTORY     - Date     Condition        Report By
 GB2155  HISTORY     - 1951     MONUMENTED       CGS
 GB2155
 GB2155                          STATION DESCRIPTION
 GB2155
 GB2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2155'2.3 MI NE FROM TOMPKINSVILLE.
 GB2155'ABOUT 2.3 MILES NORTHEAST ALONG STATE HIGHWAY 100 FROM THE
 GB2155'JUNCTION OF STATE HIGHWAY 163 AT TOMPKINSVILLE, AT LYONS CHAPEL
 GB2155'CHURCH, 32 FEET NORTH OF CENTER LINE OF HIGHWAY, 137 FEET EAST
 GB2155'OF CENTER LINE OF ROAD NORTH, 47 FEET SOUTHEAST OF SOUTHEAST
 GB2155'CORNER OF WOODEN CHURCH BUILDING, 3 FEET NORTHWEST OF A FENCE
 GB2155'CORNER, 2 FEET WEST OF A CHURCH YARD FENCE, 4 FEET NORTHWEST OF
 GB2155'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE HIGHWAY AND SET
 GB2155'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2132 ***********************************************************************
 GB2132  DESIGNATION -  J 267
 GB2132  PID         -  GB2132
 GB2132  STATE/COUNTY-  KY/MONROE
 GB2132  USGS QUAD   -  SULPHUR LICK (1982)
 GB2132
 GB2132                         *CURRENT SURVEY CONTROL
 GB2132  ___________________________________________________________________
 GB2132* NAD 83(1986)-  36 47 18.     (N)    085 38 35.     (W)     SCALED    
 GB2132* NAVD 88     -       321.892  (meters)    1056.07   (feet)  ADJUSTED  
 GB2132  ___________________________________________________________________
 GB2132  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GB2132  DYNAMIC HT  -         321.626 (meters)    1055.20  (feet)  COMP
 GB2132  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 GB2132
 GB2132  VERT ORDER  -  SECOND    CLASS 0
 GB2132
 GB2132.The horizontal coordinates were scaled from a topographic map and have
 GB2132.an estimated accuracy of +/- 6 seconds.
 GB2132
 GB2132.The orthometric height was determined by differential leveling
 GB2132.and adjusted by the National Geodetic Survey in June 1991..
 GB2132
 GB2132.The geoid height was determined by GEOID03.
 GB2132
 GB2132.The dynamic height is computed by dividing the NAVD 88
 GB2132.geopotential number by the normal gravity value computed on the
 GB2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2132.degrees latitude (g = 980.6199 gals.).
 GB2132
 GB2132.The modeled gravity was interpolated from observed gravity values.
 GB2132
 GB2132;                    North         East    Units  Estimated Accuracy
 GB2132;SPC KY1Z     - 1,050,510.    1,509,550.      MT  (+/- 180 meters Scaled)
 GB2132
 GB2132                          SUPERSEDED SURVEY CONTROL
 GB2132
 GB2132  NGVD 29 (??/??/92)  322.021  (m)         1056.50   (f) ADJ UNCH    2 0
 GB2132
 GB2132.Superseded values are not recommended for survey control.
 GB2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2132.See file dsdata.txt to determine how the superseded data were derived.
 GB2132
 GB2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF210722(NAD 83)
 GB2132_MARKER: DB = BENCH MARK DISK
 GB2132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB2132_SP_SET: BUILDING
 GB2132_STAMPING: J 267 1951
 GB2132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB2132
 GB2132  HISTORY     - Date     Condition        Report By
 GB2132  HISTORY     - 1951     MONUMENTED       CGS
 GB2132
 GB2132                          STATION DESCRIPTION
 GB2132
 GB2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2132'9.1 MI NE FROM TOMPKINSVILLE.
 GB2132'ABOUT 6.65 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE COURT
 GB2132'HOUSE AT TOMPKINSVILLE, THENCE ABOUT 2.45 MILES EAST ALONG A
 GB2132'GRAVEL ROAD, AT A SHARP TURN IN GRAVEL ROAD WITH TANGENTS
 GB2132'EXTENDING SOUTH AND WEST, AT PLEASANT HILL CHURCH AND CEMETERY,
 GB2132'SET VERTICALLY IN THE NORTH FACE OF CONCRETE BASEMENT WALL OF
 GB2132'RED BRICK CHURCH BUILDING, 1 FOOT EAST OF NORTHWEST CORNER OF
 GB2132'BUILDING, ABOUT 0.8 FOOT BELOW LOWEST LAYER OF BRICK, ABOUT 29
 GB2132'YARDS SOUTHWEST OF CENTER LINE OF ROAD AT CENTER OF CURVE, AND
 GB2132'ABOUT 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2174 ***********************************************************************
 GB2174  DESIGNATION -  J 268
 GB2174  PID         -  GB2174
 GB2174  STATE/COUNTY-  KY/MONROE
 GB2174  USGS QUAD   -  VERNON (1981)
 GB2174
 GB2174                         *CURRENT SURVEY CONTROL
 GB2174  ___________________________________________________________________
 GB2174* NAD 83(1986)-  36 38 34.     (N)    085 35 08.     (W)     SCALED    
 GB2174* NAVD 88     -       301.767  (meters)     990.05   (feet)  ADJUSTED  
 GB2174  ___________________________________________________________________
 GB2174  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB2174  DYNAMIC HT  -         301.514 (meters)     989.22  (feet)  COMP
 GB2174  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 GB2174
 GB2174  VERT ORDER  -  SECOND    CLASS 0
 GB2174
 GB2174.The horizontal coordinates were scaled from a topographic map and have
 GB2174.an estimated accuracy of +/- 6 seconds.
 GB2174
 GB2174.The orthometric height was determined by differential leveling
 GB2174.and adjusted by the National Geodetic Survey in June 1991..
 GB2174
 GB2174.The geoid height was determined by GEOID03.
 GB2174
 GB2174.The dynamic height is computed by dividing the NAVD 88
 GB2174.geopotential number by the normal gravity value computed on the
 GB2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2174.degrees latitude (g = 980.6199 gals.).
 GB2174
 GB2174.The modeled gravity was interpolated from observed gravity values.
 GB2174
 GB2174;                    North         East    Units  Estimated Accuracy
 GB2174;SPC KY1Z     - 1,034,360.    1,514,710.      MT  (+/- 180 meters Scaled)
 GB2174
 GB2174                          SUPERSEDED SURVEY CONTROL
 GB2174
 GB2174  NGVD 29 (??/??/92)  301.887  (m)          990.44   (f) ADJ UNCH    2 0
 GB2174
 GB2174.Superseded values are not recommended for survey control.
 GB2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2174.See file dsdata.txt to determine how the superseded data were derived.
 GB2174
 GB2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF264561(NAD 83)
 GB2174_MARKER: DB = BENCH MARK DISK
 GB2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2174_STAMPING: J 268 1951
 GB2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2174+STABILITY: SURFACE MOTION
 GB2174
 GB2174  HISTORY     - Date     Condition        Report By
 GB2174  HISTORY     - 1951     MONUMENTED       CGS
 GB2174
 GB2174                          STATION DESCRIPTION
 GB2174
 GB2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2174'2.8 MI E FROM HESTAND.
 GB2174'ABOUT 2.75 MILES EAST ALONG STATE HIGHWAY 216 FROM THE
 GB2174'JUNCTION OF STATE HIGHWAY 163 AT HESTAND, AT THE EAST END OF A
 GB2174'CURVE WITH TANGENTS EXTENDING EAST AND NORTHWEST, 20 FEET
 GB2174'SOUTH OF CENTER LINE OF HIGHWAY, 27 FEET SOUTHEAST OF CENTER OF
 GB2174'JUNCTION OF A TRAIL LEADING SOUTHWEST, 5 FEET SOUTHEAST OF CENTER
 GB2174'OF JUNCTION OF A TRAIL LEADING SOUTHWEST, 5 FEET SOUTHEAST OF A
 GB2174'MAIL BOX, 81 1/2 FEET NORTH OF A POWER POLE, 2 FEET SOUTHEAST OF
 GB2174'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET
 GB2174'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1050 ***********************************************************************
 GB1050  DESIGNATION -  J 269
 GB1050  PID         -  GB1050
 GB1050  STATE/COUNTY-  KY/MCCREARY
 GB1050  USGS QUAD   -  BARTHELL (1982)
 GB1050
 GB1050                         *CURRENT SURVEY CONTROL
 GB1050  ___________________________________________________________________
 GB1050* NAD 83(1986)-  36 40 06.     (N)    084 36 26.     (W)     SCALED    
 GB1050* NAVD 88     -       263.768  (meters)     865.38   (feet)  ADJUSTED  
 GB1050  ___________________________________________________________________
 GB1050  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GB1050  DYNAMIC HT  -         263.556 (meters)     864.68  (feet)  COMP
 GB1050  MODELED GRAV-     979,820.1   (mgal)                       NAVD 88
 GB1050
 GB1050  VERT ORDER  -  SECOND    CLASS 0
 GB1050
 GB1050.The horizontal coordinates were scaled from a topographic map and have
 GB1050.an estimated accuracy of +/- 6 seconds.
 GB1050
 GB1050.The orthometric height was determined by differential leveling
 GB1050.and adjusted by the National Geodetic Survey in June 1991..
 GB1050
 GB1050.The geoid height was determined by GEOID03.
 GB1050
 GB1050.The dynamic height is computed by dividing the NAVD 88
 GB1050.geopotential number by the normal gravity value computed on the
 GB1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1050.degrees latitude (g = 980.6199 gals.).
 GB1050
 GB1050.The modeled gravity was interpolated from observed gravity values.
 GB1050
 GB1050;                    North         East    Units  Estimated Accuracy
 GB1050;SPC KY1Z     - 1,037,810.    1,602,170.      MT  (+/- 180 meters Scaled)
 GB1050
 GB1050                          SUPERSEDED SURVEY CONTROL
 GB1050
 GB1050  NGVD 29 (??/??/92)  263.911  (m)          865.85   (f) ADJ UNCH    2 0
 GB1050
 GB1050.Superseded values are not recommended for survey control.
 GB1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1050.See file dsdata.txt to determine how the superseded data were derived.
 GB1050
 GB1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF138607(NAD 83)
 GB1050_MARKER: DB = BENCH MARK DISK
 GB1050_SETTING: 66 = SET IN ROCK OUTCROP
 GB1050_SP_SET: ROCK OUTCROP
 GB1050_STAMPING: J 269 1951
 GB1050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1050+STABILITY: POSITION/ELEVATION WELL
 GB1050
 GB1050  HISTORY     - Date     Condition        Report By
 GB1050  HISTORY     - 1951     MONUMENTED       CGS
 GB1050  HISTORY     - 1957     GOOD             NGS
 GB1050
 GB1050                          STATION DESCRIPTION
 GB1050
 GB1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1050'3.2 MI SW FROM WHITE OAK JUNCTION.
 GB1050'ABOUT 3.15 MILES SOUTHWEST ALONG THE KENTUCKY-TENNESSEE RAILROAD
 GB1050'FROM THE RAILROAD JUNCTION AT WHITE OAK JUNCTION, ABOUT 1.4 MILES
 GB1050'SOUTHWEST OF A TRESTLE OVER ROCK CREEK, AT WINCHESTER CEMETERY,
 GB1050'SET IN THE TOP OF HIGHEST PART OF AN OUTCROP OF ROCK WHICH IS
 GB1050'LOCATED BETWEEN THE RAILROAD AND CEMETERY, 0.5 FOOT EAST OF WEST
 GB1050'EDGE OF OUTCROP, 10 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL AND ABOUT
 GB1050'3 FEET ABOVE LEVEL OF TRACK.  NOTE-- MARK IS ABOUT 4.15 MILES
 GB1050'EAST ALONG KENTUCKY AND TENNESSEE RAILROAD FROM THE POST OFFICE
 GB1050'AND COMMISSARY AT BELL FARM.
 GB1050
 GB1050                          STATION RECOVERY (1957)
 GB1050
 GB1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1520 ***********************************************************************
 GA1520  DESIGNATION -  J 27
 GA1520  PID         -  GA1520
 GA1520  STATE/COUNTY-  KY/HARLAN
 GA1520  USGS QUAD   -  HARLAN (1978)
 GA1520
 GA1520                         *CURRENT SURVEY CONTROL
 GA1520  ___________________________________________________________________
 GA1520* NAD 83(1986)-  36 47 48.     (N)    083 15 57.     (W)     SCALED    
 GA1520* NAVD 88     -       382.206  (meters)    1253.95   (feet)  ADJUSTED  
 GA1520  ___________________________________________________________________
 GA1520  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1520  DYNAMIC HT  -         381.873 (meters)    1252.86  (feet)  COMP
 GA1520  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 GA1520
 GA1520  VERT ORDER  -  SECOND    CLASS 0
 GA1520
 GA1520.The horizontal coordinates were scaled from a topographic map and have
 GA1520.an estimated accuracy of +/- 6 seconds.
 GA1520
 GA1520.The orthometric height was determined by differential leveling
 GA1520.and adjusted by the National Geodetic Survey in June 1991..
 GA1520
 GA1520.The geoid height was determined by GEOID03.
 GA1520
 GA1520.The dynamic height is computed by dividing the NAVD 88
 GA1520.geopotential number by the normal gravity value computed on the
 GA1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1520.degrees latitude (g = 980.6199 gals.).
 GA1520
 GA1520.The modeled gravity was interpolated from observed gravity values.
 GA1520
 GA1520;                    North         East    Units  Estimated Accuracy
 GA1520;SPC KY1Z     - 1,054,380.    1,721,700.      MT  (+/- 180 meters Scaled)
 GA1520
 GA1520                          SUPERSEDED SURVEY CONTROL
 GA1520
 GA1520  NGVD 29 (??/??/92)  382.344  (m)         1254.41   (f) ADJ UNCH    2 0
 GA1520
 GA1520.Superseded values are not recommended for survey control.
 GA1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1520.See file dsdata.txt to determine how the superseded data were derived.
 GA1520
 GA1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA978747(NAD 83)
 GA1520_MARKER: DB = BENCH MARK DISK
 GA1520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1520_SP_SET: ABUTMENT
 GA1520_STAMPING: J 27 1934 1254.407
 GA1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1520+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 GA1520
 GA1520  HISTORY     - Date     Condition        Report By
 GA1520  HISTORY     - 1934     MONUMENTED       CGS
 GA1520  HISTORY     - 1953     GOOD             NGS
 GA1520  HISTORY     - 1956     GOOD             NGS
 GA1520  HISTORY     - 20010515 GOOD             KYDT
 GA1520
 GA1520                          STATION DESCRIPTION
 GA1520
 GA1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GA1520'0.8 MI SE FROM GLIDDEN.
 GA1520'ABOUT 0.75 MILE SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GA1520'RAILROAD FROM THE STATION AT GLIDDEN, IN THE TOP OF THE EAST END
 GA1520'OF THE SOUTH CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER MARTINS
 GA1520'FORK OF CUMBERLAND RIVER, 5 FEET EAST OF EAST RAIL, 3 1/2 FEET
 GA1520'WEST OF EAST FACE OF ABUTMENT, 1 1/2 FEET SOUTH OF NORTH FACE
 GA1520'OF ABUTMENT AND ABOUT 1 1/2 FEET BELOW TOP OF RAIL.
 GA1520
 GA1520                          STATION RECOVERY (1956)
 GA1520
 GA1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1520'RECOVERED IN GOOD CONDITION.
 GA1520
 GA1520                          STATION RECOVERY (2001)
 GA1520
 GA1520'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1034 ***********************************************************************
 GB1034  DESIGNATION -  J 270
 GB1034  PID         -  GB1034
 GB1034  STATE/COUNTY-  KY/MCCREARY
 GB1034  USGS QUAD   -  BARTHELL (1982)
 GB1034
 GB1034                         *CURRENT SURVEY CONTROL
 GB1034  ___________________________________________________________________
 GB1034* NAD 83(1986)-  36 42 18.     (N)    084 30 39.     (W)     SCALED    
 GB1034* NAVD 88     -       396.201  (meters)    1299.87   (feet)  ADJUSTED  
 GB1034  ___________________________________________________________________
 GB1034  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GB1034  DYNAMIC HT  -         395.882 (meters)    1298.82  (feet)  COMP
 GB1034  MODELED GRAV-     979,813.0   (mgal)                       NAVD 88
 GB1034
 GB1034  VERT ORDER  -  SECOND    CLASS 0
 GB1034
 GB1034.The horizontal coordinates were scaled from a topographic map and have
 GB1034.an estimated accuracy of +/- 6 seconds.
 GB1034
 GB1034.The orthometric height was determined by differential leveling
 GB1034.and adjusted by the National Geodetic Survey in June 1991..
 GB1034
 GB1034.The geoid height was determined by GEOID03.
 GB1034
 GB1034.The dynamic height is computed by dividing the NAVD 88
 GB1034.geopotential number by the normal gravity value computed on the
 GB1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1034.degrees latitude (g = 980.6199 gals.).
 GB1034
 GB1034.The modeled gravity was interpolated from observed gravity values.
 GB1034
 GB1034;                    North         East    Units  Estimated Accuracy
 GB1034;SPC KY1Z     - 1,041,990.    1,610,730.      MT  (+/- 180 meters Scaled)
 GB1034
 GB1034                          SUPERSEDED SURVEY CONTROL
 GB1034
 GB1034  NGVD 29 (??/??/92)  396.342  (m)         1300.33   (f) ADJ UNCH    2 0
 GB1034
 GB1034.Superseded values are not recommended for survey control.
 GB1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1034.See file dsdata.txt to determine how the superseded data were derived.
 GB1034
 GB1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF223650(NAD 83)
 GB1034_MARKER: DB = BENCH MARK DISK
 GB1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1034_STAMPING: J 270 1951 1300.332
 GB1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1034+STABILITY: SURFACE MOTION
 GB1034
 GB1034  HISTORY     - Date     Condition        Report By
 GB1034  HISTORY     - 1951     MONUMENTED       CGS
 GB1034  HISTORY     - 1957     GOOD             NGS
 GB1034
 GB1034                          STATION DESCRIPTION
 GB1034
 GB1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1034'2 MI W FROM STEARNS.
 GB1034'ABOUT 1.95 MILES WEST ALONG STATE HIGHWAY 92 FROM THE JUNCTION
 GB1034'OF U.S. HIGHWAY 27 AT STEARNS, ABOUT 1.95 MILES EAST OF THE POST
 GB1034'OFFICE AT HILL TOP, AT SMITH TOWN SCHOOL, 348 FEET EAST OF
 GB1034'SOUTHEAST CORNER OF STONE SCHOOL BUILDING, 1 FOOT EAST OF EAST
 GB1034'SCHOOL YARD FENCE, 53 FEET NORTH OF CENTER OF A GATE TO SCHOOL
 GB1034'YARD, 21 FEET WEST OF CENTER LINE OF A BLACK TOP ROAD (OLD
 GB1034'HIGHWAY), ABOUT 33 YARDS SOUTHWEST OF CENTER LINE OF HIGHWAY 92,
 GB1034'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 12 FEET
 GB1034'ABOVE LEVEL OF PRESENT HIGHWAY, ABOUT LEVEL WITH OLD HIGHWAY AND
 GB1034'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1034
 GB1034                          STATION RECOVERY (1957)
 GB1034
 GB1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0681 ***********************************************************************
 GY0681  DESIGNATION -  J 271
 GY0681  PID         -  GY0681
 GY0681  STATE/COUNTY-  KY/PIKE
 GY0681  USGS QUAD   -  LICK CREEK (1978)
 GY0681
 GY0681                         *CURRENT SURVEY CONTROL
 GY0681  ___________________________________________________________________
 GY0681* NAD 83(1986)-  37 29 43.     (N)    082 15 49.     (W)     SCALED    
 GY0681* NAVD 88     -       379.054  (meters)    1243.61   (feet)  ADJUSTED  
 GY0681  ___________________________________________________________________
 GY0681  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY0681  DYNAMIC HT  -         378.758 (meters)    1242.64  (feet)  COMP
 GY0681  MODELED GRAV-     979,837.3   (mgal)                       NAVD 88
 GY0681
 GY0681  VERT ORDER  -  SECOND    CLASS 0
 GY0681
 GY0681.The horizontal coordinates were scaled from a topographic map and have
 GY0681.an estimated accuracy of +/- 6 seconds.
 GY0681
 GY0681.The orthometric height was determined by differential leveling
 GY0681.and adjusted by the National Geodetic Survey in June 1991..
 GY0681
 GY0681.The geoid height was determined by GEOID03.
 GY0681
 GY0681.The dynamic height is computed by dividing the NAVD 88
 GY0681.geopotential number by the normal gravity value computed on the
 GY0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0681.degrees latitude (g = 980.6199 gals.).
 GY0681
 GY0681.The modeled gravity was interpolated from observed gravity values.
 GY0681
 GY0681;                    North         East    Units  Estimated Accuracy
 GY0681;SPC KY1Z     - 1,134,710.    1,808,210.      MT  (+/- 180 meters Scaled)
 GY0681
 GY0681                          SUPERSEDED SURVEY CONTROL
 GY0681
 GY0681  NGVD 29 (??/??/92)  379.255  (m)         1244.27   (f) ADJ UNCH    2 0
 GY0681
 GY0681.Superseded values are not recommended for survey control.
 GY0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0681.See file dsdata.txt to determine how the superseded data were derived.
 GY0681
 GY0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB883505(NAD 83)
 GY0681_MARKER: DB = BENCH MARK DISK
 GY0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0681_SP_SET: CULVERT
 GY0681_STAMPING: J 271 1952 1244.272
 GY0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0681
 GY0681  HISTORY     - Date     Condition        Report By
 GY0681  HISTORY     - 1952     MONUMENTED       CGS
 GY0681  HISTORY     - 1956     GOOD             NGS
 GY0681  HISTORY     - 20030416 POOR             KYDT
 GY0681
 GY0681                          STATION DESCRIPTION
 GY0681
 GY0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0681'5.4 MI W FROM COLEMAN.
 GY0681'5.35 MILES WEST ALONG STATE HIGHWAY 632 FROM THE SCHOOL AT
 GY0681'COLEMAN, 0.1 MILE SOUTHWEST OF EDO FREEWILL BAPTIST CHURCH, SET IN
 GY0681'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A
 GY0681'10-FOOT BOX CONCRETE CULVERT, 12 FEET NORTHWEST OF THE CENTER
 GY0681'OF HIGHWAY, 10.5 FEET EAST OF THE EAST CORNER OF WILLIE BALLS
 GY0681'STORE, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 GY0681
 GY0681                          STATION RECOVERY (2003)
 GY0681
 GY0681'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GY0681'THIS CORNER OF HEADWALL IS BROKEN OFF BACK TO DISK, STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1626 ***********************************************************************
 GA1626  DESIGNATION -  J 272
 GA1626  PID         -  GA1626
 GA1626  STATE/COUNTY-  KY/LESLIE
 GA1626  USGS QUAD   -  HELTON (1983)
 GA1626
 GA1626                         *CURRENT SURVEY CONTROL
 GA1626  ___________________________________________________________________
 GA1626* NAD 83(1986)-  36 54 44.     (N)    083 27 21.     (W)     SCALED    
 GA1626* NAVD 88     -       442.528  (meters)    1451.86   (feet)  ADJUSTED  
 GA1626  ___________________________________________________________________
 GA1626  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA1626  DYNAMIC HT  -         442.153 (meters)    1450.63  (feet)  COMP
 GA1626  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 GA1626
 GA1626  VERT ORDER  -  SECOND    CLASS 0
 GA1626
 GA1626.The horizontal coordinates were scaled from a topographic map and have
 GA1626.an estimated accuracy of +/- 6 seconds.
 GA1626
 GA1626.The orthometric height was determined by differential leveling
 GA1626.and adjusted by the National Geodetic Survey in June 1991..
 GA1626
 GA1626.The geoid height was determined by GEOID03.
 GA1626
 GA1626.The dynamic height is computed by dividing the NAVD 88
 GA1626.geopotential number by the normal gravity value computed on the
 GA1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1626.degrees latitude (g = 980.6199 gals.).
 GA1626
 GA1626.The modeled gravity was interpolated from observed gravity values.
 GA1626
 GA1626;                    North         East    Units  Estimated Accuracy
 GA1626;SPC KY1Z     - 1,066,760.    1,704,430.      MT  (+/- 180 meters Scaled)
 GA1626
 GA1626                          SUPERSEDED SURVEY CONTROL
 GA1626
 GA1626  NGVD 29 (??/??/92)  442.678  (m)         1452.35   (f) ADJ UNCH    2 0
 GA1626
 GA1626.Superseded values are not recommended for survey control.
 GA1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1626.See file dsdata.txt to determine how the superseded data were derived.
 GA1626
 GA1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA812879(NAD 83)
 GA1626_MARKER: DB = BENCH MARK DISK
 GA1626_SETTING: 66 = SET IN ROCK OUTCROP
 GA1626_SP_SET: OUTCROP
 GA1626_STAMPING: J 272 1952 1452.353
 GA1626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1626+STABILITY: POSITION/ELEVATION WELL
 GA1626
 GA1626  HISTORY     - Date     Condition        Report By
 GA1626  HISTORY     - 1952     MONUMENTED       CGS
 GA1626  HISTORY     - 1957     POOR             NGS
 GA1626
 GA1626                          STATION DESCRIPTION
 GA1626
 GA1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1626'1.2 MI NE FROM SAYLOR.
 GA1626'ABOUT 1.15 MILES NORTHEAST ALONG A ROAD FOLLOWING MIDDLE FORK OF
 GA1626'KENTUCKY RIVER FROM THE POST OFFICE AT SAYLOR, ABOUT 1.0 MILE
 GA1626'SOUTHWEST OF A ROAD JUNCTION AND CONFLUENCE OF MIDDLE FORK OF
 GA1626'KENTUCKY RIVER AND SPRUCEPINE CREEK, ABOUT 60 YARDS SOUTHWEST OF
 GA1626'THE SOUTHWEST CORNER OF A 60-FOOT WOODEN BRIDGE OVER MIDDLE FORK
 GA1626'OF KENTUCKY RIVER, SET IN THE TOP OF THE SOUTHWEST EDGE OF AN
 GA1626'OUTCROP OF ROCK, 25 FEET SOUTHEAST OF CENTER LINE OF ROAD, 2 FEET
 GA1626'NORTHEAST OF A FENCE LINE, AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
 GA1626
 GA1626                          STATION RECOVERY (1957)
 GA1626
 GA1626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1626'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2771 ***********************************************************************
 GA2771  DESIGNATION -  J 273
 GA2771  PID         -  GA2771
 GA2771  STATE/COUNTY-  KY/BELL
 GA2771  USGS QUAD   -  VARILLA (1991)
 GA2771
 GA2771                         *CURRENT SURVEY CONTROL
 GA2771  ___________________________________________________________________
 GA2771* NAD 83(1986)-  36 42 30.     (N)    083 34 00.     (W)     SCALED    
 GA2771* NAVD 88     -       340.959  (meters)    1118.63   (feet)  ADJUSTED  
 GA2771  ___________________________________________________________________
 GA2771  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GA2771  DYNAMIC HT  -         340.663 (meters)    1117.66  (feet)  COMP
 GA2771  MODELED GRAV-     979,752.1   (mgal)                       NAVD 88
 GA2771
 GA2771  VERT ORDER  -  SECOND    CLASS 0
 GA2771
 GA2771.The horizontal coordinates were scaled from a topographic map and have
 GA2771.an estimated accuracy of +/- 6 seconds.
 GA2771
 GA2771.The orthometric height was determined by differential leveling
 GA2771.and adjusted by the National Geodetic Survey in June 1991..
 GA2771
 GA2771.The geoid height was determined by GEOID03.
 GA2771
 GA2771.The dynamic height is computed by dividing the NAVD 88
 GA2771.geopotential number by the normal gravity value computed on the
 GA2771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2771.degrees latitude (g = 980.6199 gals.).
 GA2771
 GA2771.The modeled gravity was interpolated from observed gravity values.
 GA2771
 GA2771;                    North         East    Units  Estimated Accuracy
 GA2771;SPC KY1Z     - 1,043,900.    1,695,090.      MT  (+/- 180 meters Scaled)
 GA2771
 GA2771                          SUPERSEDED SURVEY CONTROL
 GA2771
 GA2771  NGVD 29 (??/??/92)  341.109  (m)         1119.12   (f) ADJ UNCH    2 0
 GA2771
 GA2771.Superseded values are not recommended for survey control.
 GA2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2771.See file dsdata.txt to determine how the superseded data were derived.
 GA2771
 GA2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA707655(NAD 83)
 GA2771_MARKER: DB = BENCH MARK DISK
 GA2771_SETTING: 66 = SET IN ROCK OUTCROP
 GA2771_SP_SET: SET IN ROCK OUTCROP
 GA2771_STAMPING: J 273 1952 1119.122
 GA2771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2771+STABILITY: POSITION/ELEVATION WELL
 GA2771
 GA2771  HISTORY     - Date     Condition        Report By
 GA2771  HISTORY     - 1952     MONUMENTED       CGS
 GA2771  HISTORY     - 1974     MARK NOT FOUND   USGS
 GA2771
 GA2771                          STATION DESCRIPTION
 GA2771
 GA2771'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA2771'5 MI SE FROM MIRACLE.
 GA2771'4.95 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING BROWNIES
 GA2771'CREEK FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD
 GA2771'AND BRIDGE OVER CUMBERLAND RIVER AT MIRACLE, ABOUT 1.05 MILES
 GA2771'NORTHWEST OF JUNCTION OF A DIRT ROAD SOUTHWEST AND A 2-STORY
 GA2771'SCHOOL BUILDING, ON THE SOUTH SIDE OF A SMALL RAVINE, ON THE
 GA2771'OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 GA2771'SOUTHEAST, SET IN THE TOP OF THE SOUTH END OF A PYRAMID SHAPED
 GA2771'OUTCROP OF ROCK, 24 FEET WEST OF CENTER LINE OF ROAD, 29 FEET
 GA2771'SOUTHWEST OF WEST END OF AN 18-INCH PIPE CULVERT, AND ABOUT 3
 GA2771'FEET ABOVE LEVEL OF ROAD.
 GA2771
 GA2771                          STATION RECOVERY (1974)
 GA2771
 GA2771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GA2771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1643 ***********************************************************************
 GA1643  DESIGNATION -  J 275
 GA1643  PID         -  GA1643
 GA1643  STATE/COUNTY-  KY/LESLIE
 GA1643  USGS QUAD   -  HELTON (1983)
 GA1643
 GA1643                         *CURRENT SURVEY CONTROL
 GA1643  ___________________________________________________________________
 GA1643* NAD 83(1986)-  36 57 42.     (N)    083 27 06.     (W)     SCALED    
 GA1643* NAVD 88     -       391.081  (meters)    1283.07   (feet)  ADJUSTED  
 GA1643  ___________________________________________________________________
 GA1643  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1643  DYNAMIC HT  -         390.753 (meters)    1282.00  (feet)  COMP
 GA1643  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 GA1643
 GA1643  VERT ORDER  -  SECOND    CLASS 0
 GA1643
 GA1643.The horizontal coordinates were scaled from a topographic map and have
 GA1643.an estimated accuracy of +/- 6 seconds.
 GA1643
 GA1643.The orthometric height was determined by differential leveling
 GA1643.and adjusted by the National Geodetic Survey in June 1991..
 GA1643
 GA1643.The geoid height was determined by GEOID03.
 GA1643
 GA1643.The dynamic height is computed by dividing the NAVD 88
 GA1643.geopotential number by the normal gravity value computed on the
 GA1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1643.degrees latitude (g = 980.6199 gals.).
 GA1643
 GA1643.The modeled gravity was interpolated from observed gravity values.
 GA1643
 GA1643;                    North         East    Units  Estimated Accuracy
 GA1643;SPC KY1Z     - 1,072,260.    1,704,670.      MT  (+/- 180 meters Scaled)
 GA1643
 GA1643                          SUPERSEDED SURVEY CONTROL
 GA1643
 GA1643  NGVD 29 (??/??/92)  391.232  (m)         1283.57   (f) ADJ UNCH    2 0
 GA1643
 GA1643.Superseded values are not recommended for survey control.
 GA1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1643.See file dsdata.txt to determine how the superseded data were derived.
 GA1643
 GA1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA817934(NAD 83)
 GA1643_MARKER: DB = BENCH MARK DISK
 GA1643_SETTING: 66 = SET IN ROCK OUTCROP
 GA1643_SP_SET: OUTCROP
 GA1643_STAMPING: J 275 1952 1283.567
 GA1643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1643+STABILITY: POSITION/ELEVATION WELL
 GA1643
 GA1643  HISTORY     - Date     Condition        Report By
 GA1643  HISTORY     - 1952     MONUMENTED       CGS
 GA1643  HISTORY     - 1974     MARK NOT FOUND   NGS
 GA1643
 GA1643                          STATION DESCRIPTION
 GA1643
 GA1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1643'5 MI N FROM SAYLOR.
 GA1643'ABOUT 5.05 MILES NORTH ALONG A ROAD FOLLOWING MIDDLE FORK OF
 GA1643'KENTUCKY RIVER FROM THE POST OFFICE AT SAYLOR, ABOUT 0.4 MILE
 GA1643'NORTH OF WARBRANCH POST OFFICE, AT AN UNPAINTED FARM HOUSE, SET
 GA1643'IN THE TOP OF THE APPROXIMATE HIGH POINT OF A LARGE OUTCROP OF
 GA1643'ROCK, 16 FEET EAST OF CENTER LINE OF ROAD, 45 FEET SOUTHWEST OF
 GA1643'SOUTHWEST CORNER OF HOUSE AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
 GA1643
 GA1643                          STATION RECOVERY (1974)
 GA1643
 GA1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GA1643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1725 ***********************************************************************
 GA1725  DESIGNATION -  J 277
 GA1725  PID         -  GA1725
 GA1725  STATE/COUNTY-  KY/LESLIE
 GA1725  USGS QUAD   -  BLEDSOE (1980)
 GA1725
 GA1725                         *CURRENT SURVEY CONTROL
 GA1725  ___________________________________________________________________
 GA1725* NAD 83(1986)-  36 59 54.     (N)    083 19 11.     (W)     SCALED    
 GA1725* NAVD 88     -       345.772  (meters)    1134.42   (feet)  ADJUSTED  
 GA1725  ___________________________________________________________________
 GA1725  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA1725  DYNAMIC HT  -         345.481 (meters)    1133.47  (feet)  COMP
 GA1725  MODELED GRAV-     979,780.2   (mgal)                       NAVD 88
 GA1725
 GA1725  VERT ORDER  -  SECOND    CLASS 0
 GA1725
 GA1725.The horizontal coordinates were scaled from a topographic map and have
 GA1725.an estimated accuracy of +/- 6 seconds.
 GA1725
 GA1725.The orthometric height was determined by differential leveling
 GA1725.and adjusted by the National Geodetic Survey in June 1991..
 GA1725
 GA1725.The geoid height was determined by GEOID03.
 GA1725
 GA1725.The dynamic height is computed by dividing the NAVD 88
 GA1725.geopotential number by the normal gravity value computed on the
 GA1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1725.degrees latitude (g = 980.6199 gals.).
 GA1725
 GA1725.The modeled gravity was interpolated from observed gravity values.
 GA1725
 GA1725;                    North         East    Units  Estimated Accuracy
 GA1725;SPC KY1Z     - 1,076,620.    1,716,310.      MT  (+/- 180 meters Scaled)
 GA1725
 GA1725                          SUPERSEDED SURVEY CONTROL
 GA1725
 GA1725  NGVD 29 (??/??/92)  345.923  (m)         1134.92   (f) ADJ UNCH    2 0
 GA1725
 GA1725.Superseded values are not recommended for survey control.
 GA1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1725.See file dsdata.txt to determine how the superseded data were derived.
 GA1725
 GA1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA935972(NAD 83)
 GA1725_MARKER: DB = BENCH MARK DISK
 GA1725_SETTING: 66 = SET IN ROCK OUTCROP
 GA1725_SP_SET: SET IN ROCK OUTCROP
 GA1725_STAMPING: J 277 1952 1134.916
 GA1725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1725+STABILITY: POSITION/ELEVATION WELL
 GA1725
 GA1725  HISTORY     - Date     Condition        Report By
 GA1725  HISTORY     - 1952     MONUMENTED       CGS
 GA1725  HISTORY     - 1956     GOOD             NGS
 GA1725  HISTORY     - 1977     MARK NOT FOUND   USGS
 GA1725
 GA1725                          STATION DESCRIPTION
 GA1725
 GA1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1725'5.1 MI SE FROM CHAPPELL.
 GA1725'ABOUT 3.55 MILES SOUTHEAST ALONG A GRAVEL ROAD AND 0.6 MILE
 GA1725'NORTHEAST ALONG A DIRT ROAD FOLLOWING GREASY CREEK FROM THE POST
 GA1725'OFFICE AT CHAPPELL, THENCE ABOUT 0.95 MILE NORTHEAST ALONG WHITE
 GA1725'OAK CREEK ROAD, AT A POINT WHERE ROAD FORDS CREEK, ABOUT 20 YARDS
 GA1725'NORTHEAST OF A CLIFF OF ROCK OVERHANGING CREEK, ON THE NORTHEAST
 GA1725'SIDE OF A RAVINE, SET VERTICALLY IN THE NORTHWEST FACE AT THE
 GA1725'SOUTHEAST END OF A ROCK BLUFF THAT FORMS SOUTHEAST BANK OF CREEK,
 GA1725'36 FEET SOUTHEAST AND ACROSS CREEK FROM CENTER LINE OF ROAD,
 GA1725'2 1/2 FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE CREEK BED.
 GA1725
 GA1725                          STATION RECOVERY (1956)
 GA1725
 GA1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1725'RECOVERED IN GOOD CONDITION.
 GA1725
 GA1725                          STATION RECOVERY (1977)
 GA1725
 GA1725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GA1725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1107 ***********************************************************************
 GY1107  DESIGNATION -  J 278
 GY1107  PID         -  GY1107
 GY1107  STATE/COUNTY-  KY/FLOYD
 GY1107  USGS QUAD   -  MC DOWELL (1992)
 GY1107
 GY1107                         *CURRENT SURVEY CONTROL
 GY1107  ___________________________________________________________________
 GY1107* NAD 83(1986)-  37 22 46.     (N)    082 41 17.     (W)     SCALED    
 GY1107* NAVD 88     -       313.192  (meters)    1027.53   (feet)  ADJUSTED  
 GY1107  ___________________________________________________________________
 GY1107  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GY1107  DYNAMIC HT  -         312.941 (meters)    1026.71  (feet)  COMP
 GY1107  MODELED GRAV-     979,821.8   (mgal)                       NAVD 88
 GY1107
 GY1107  VERT ORDER  -  SECOND    CLASS 0
 GY1107
 GY1107.The horizontal coordinates were scaled from a topographic map and have
 GY1107.an estimated accuracy of +/- 6 seconds.
 GY1107
 GY1107.The orthometric height was determined by differential leveling
 GY1107.and adjusted by the National Geodetic Survey in June 1991..
 GY1107
 GY1107.The geoid height was determined by GEOID03.
 GY1107
 GY1107.The dynamic height is computed by dividing the NAVD 88
 GY1107.geopotential number by the normal gravity value computed on the
 GY1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1107.degrees latitude (g = 980.6199 gals.).
 GY1107
 GY1107.The modeled gravity was interpolated from observed gravity values.
 GY1107
 GY1107;                    North         East    Units  Estimated Accuracy
 GY1107;SPC KY1Z     - 1,120,550.    1,771,120.      MT  (+/- 180 meters Scaled)
 GY1107
 GY1107                          SUPERSEDED SURVEY CONTROL
 GY1107
 GY1107  NGVD 29 (??/??/92)  313.368  (m)         1028.11   (f) ADJ UNCH    2 0
 GY1107
 GY1107.Superseded values are not recommended for survey control.
 GY1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1107.See file dsdata.txt to determine how the superseded data were derived.
 GY1107
 GY1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB505383(NAD 83)
 GY1107_MARKER: DB = BENCH MARK DISK
 GY1107_SETTING: 66 = SET IN ROCK OUTCROP
 GY1107_SP_SET: ROCK OUTCROP
 GY1107_STAMPING: J 278 1953 1028.108
 GY1107_MARK LOGO: CGS   
 GY1107_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY1107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1107+STABILITY: POSITION/ELEVATION WELL
 GY1107
 GY1107  HISTORY     - Date     Condition        Report By
 GY1107  HISTORY     - 1953     MONUMENTED       CGS
 GY1107  HISTORY     - 1956     POOR             NGS
 GY1107  HISTORY     - 19900901 POOR             USGS
 GY1107  HISTORY     - 20040330 POOR             KYDT
 GY1107
 GY1107                          STATION DESCRIPTION
 GY1107
 GY1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1107'2.6 MI E FROM HI HAT.
 GY1107'2.6 MILES EAST ALONG STATE HIGHWAY 979 FROM THE JUNCTION OF STATE
 GY1107'HIGHWAY 122 AT HI HAT, 0.45 MILE EAST OF LAMBERT SCHOOL, AT RIGHT
 GY1107'ANGLE ACROSS HIGHWAY FROM CONFLUENCE OF CLEAR CREEK AND RUNNELS
 GY1107'BRANCH, SET VERTICALLY 3 1/2 FEET ABOVE GROUND IN SOUTH FACE OF
 GY1107'A ROCK CUT, 13 FEET NORTH NORTHEAST OF CENTER LINE OF HIGHWAY,
 GY1107'AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 GY1107
 GY1107                          STATION RECOVERY (1990)
 GY1107
 GY1107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 GY1107'RECOVERED IN POOR CONDITION.  NOTE--BM FOUND MUTILATED BUT SOLID.
 GY1107
 GY1107                          STATION RECOVERY (2004)
 GY1107
 GY1107'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1107'THE EDGES OF DISK HAVE BEEN PRIED UP BUT STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1077 ***********************************************************************
 GY1077  DESIGNATION -  J 279
 GY1077  PID         -  GY1077
 GY1077  STATE/COUNTY-  KY/FLOYD
 GY1077  USGS QUAD   -  WHEELWRIGHT (1992)
 GY1077
 GY1077                         *CURRENT SURVEY CONTROL
 GY1077  ___________________________________________________________________
 GY1077* NAD 83(1986)-  37 19 43.     (N)    082 41 31.     (W)     SCALED    
 GY1077* NAVD 88     -       333.206  (meters)    1093.19   (feet)  ADJUSTED  
 GY1077  ___________________________________________________________________
 GY1077  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY1077  DYNAMIC HT  -         332.936 (meters)    1092.31  (feet)  COMP
 GY1077  MODELED GRAV-     979,812.1   (mgal)                       NAVD 88
 GY1077
 GY1077  VERT ORDER  -  SECOND    CLASS 0
 GY1077
 GY1077.The horizontal coordinates were scaled from a topographic map and have
 GY1077.an estimated accuracy of +/- 6 seconds.
 GY1077
 GY1077.The orthometric height was determined by differential leveling
 GY1077.and adjusted by the National Geodetic Survey in June 1991..
 GY1077
 GY1077.The geoid height was determined by GEOID03.
 GY1077
 GY1077.The dynamic height is computed by dividing the NAVD 88
 GY1077.geopotential number by the normal gravity value computed on the
 GY1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1077.degrees latitude (g = 980.6199 gals.).
 GY1077
 GY1077.The modeled gravity was interpolated from observed gravity values.
 GY1077
 GY1077;                    North         East    Units  Estimated Accuracy
 GY1077;SPC KY1Z     - 1,114,900.    1,770,970.      MT  (+/- 180 meters Scaled)
 GY1077
 GY1077                          SUPERSEDED SURVEY CONTROL
 GY1077
 GY1077  NGVD 29 (??/??/92)  333.377  (m)         1093.75   (f) ADJ UNCH    2 0
 GY1077
 GY1077.Superseded values are not recommended for survey control.
 GY1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1077.See file dsdata.txt to determine how the superseded data were derived.
 GY1077
 GY1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB501326(NAD 83)
 GY1077_MARKER: DB = BENCH MARK DISK
 GY1077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1077_SP_SET: BRIDGE
 GY1077_STAMPING: J 279 1953 1093.754
 GY1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1077
 GY1077  HISTORY     - Date     Condition        Report By
 GY1077  HISTORY     - 1953     MONUMENTED       CGS
 GY1077  HISTORY     - 1956     GOOD             NGS
 GY1077  HISTORY     - 1979     GOOD             LOCENG
 GY1077
 GY1077                          STATION DESCRIPTION
 GY1077
 GY1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1077'AT WEEKSBURY.
 GY1077'AT WEEKSBURY, ABOUT 125 YARDS NORTHEAST ALONG THE CHESAPEAKE AND
 GY1077'OHIO RAILROAD FROM THE STATION, NEAR THE NORTH END OF A TRIANGLE
 GY1077'FORMER BY RAILROAD TRACKS, SET IN THE TOP OF THE WEST END OF THE
 GY1077'BRIDGE SEAT OF SOUTH CONCRETE ABUTMENT OF BRIDGE NO. 233 OVER
 GY1077'LEFT FORK OF BEAVER CREEK, 0.1 MILE SOUTH OF CONFLUENCE OF CALEB
 GY1077'FORK OF LEFT FORK OF BEAVER CREEK, 5 FEET WEST OF THE WEST RAIL
 GY1077'AND ABOUT 3 1/2 FEET BELOW LEVEL OF TRACKS.
 GY1077
 GY1077                          STATION RECOVERY (1979)
 GY1077
 GY1077'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 GY1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0999 ***********************************************************************
 GY0999  DESIGNATION -  J 28
 GY0999  PID         -  GY0999
 GY0999  STATE/COUNTY-  KY/LETCHER
 GY0999  USGS QUAD   -  WHITESBURG (1978)
 GY0999
 GY0999                         *CURRENT SURVEY CONTROL
 GY0999  ___________________________________________________________________
 GY0999* NAD 83(1986)-  37 02 19.     (N)    082 50 28.     (W)     SCALED    
 GY0999* NAVD 88     -       484.587  (meters)    1589.85   (feet)  ADJUSTED  
 GY0999  ___________________________________________________________________
 GY0999  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GY0999  DYNAMIC HT  -         484.159 (meters)    1588.44  (feet)  COMP
 GY0999  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 GY0999
 GY0999  VERT ORDER  -  SECOND    CLASS 0
 GY0999
 GY0999.The horizontal coordinates were scaled from a topographic map and have
 GY0999.an estimated accuracy of +/- 6 seconds.
 GY0999
 GY0999.The orthometric height was determined by differential leveling
 GY0999.and adjusted by the National Geodetic Survey in June 1991..
 GY0999
 GY0999.The geoid height was determined by GEOID03.
 GY0999
 GY0999.The dynamic height is computed by dividing the NAVD 88
 GY0999.geopotential number by the normal gravity value computed on the
 GY0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0999.degrees latitude (g = 980.6199 gals.).
 GY0999
 GY0999.The modeled gravity was interpolated from observed gravity values.
 GY0999
 GY0999;                    North         East    Units  Estimated Accuracy
 GY0999;SPC KY1Z     - 1,082,310.    1,758,760.      MT  (+/- 180 meters Scaled)
 GY0999
 GY0999                          SUPERSEDED SURVEY CONTROL
 GY0999
 GY0999  NGVD 29 (??/??/92)  484.710  (m)         1590.25   (f) ADJ UNCH    2 0
 GY0999
 GY0999.Superseded values are not recommended for survey control.
 GY0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0999.See file dsdata.txt to determine how the superseded data were derived.
 GY0999
 GY0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB362007(NAD 83)
 GY0999_MARKER: DB = BENCH MARK DISK
 GY0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0999_STAMPING: J 28 1934
 GY0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0999+STABILITY: SURFACE MOTION
 GY0999
 GY0999  HISTORY     - Date     Condition        Report By
 GY0999  HISTORY     - 1934     MONUMENTED       CGS
 GY0999  HISTORY     - 1953     GOOD             NGS
 GY0999  HISTORY     - 1956     GOOD             NGS
 GY0999
 GY0999                          STATION DESCRIPTION
 GY0999
 GY0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GY0999'3.4 MI SW FROM OVEN FORK.
 GY0999'3.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION OF
 GY0999'STATE HIGHWAY 806 LEADING SOUTH TO EOLIA AT OVEN FORK, ABOUT 0.8
 GY0999'MILE NORTHEAST OF AN 8-FOOT CULVERT FOR LITTLE JOE DAY BRANCH,
 GY0999'ABOUT 0.1 MILE NORTH OF A FARM HOUSE AND CENTER OF A CURVE WITH
 GY0999'TANGENTS EXTENDING NORTH AND EAST, 25 FEET EAST-NORTHEAST OF
 GY0999'CENTER LINE OF HIGHWAY, 87 FEET NORTH OF CENTER OF EAST END OF AN
 GY0999'18-INCH PIPE CULVERT WITH CRUMBLING CONCRETE HEAD WALL, 67 FEET
 GY0999'SOUTH OF CENTER OF EAST END OF AN 18-INCH PIPE CULVERT WITH
 GY0999'CONCRETE HEAD WALL WHICH IS AT THE SOUTH END OF A PARKING AREA
 GY0999'ON WEST SIDE OF HIGHWAY, ABOUT LEVEL WITH HIGHWAY AND SET IN THE
 GY0999'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GY0999
 GY0999                          STATION RECOVERY (1956)
 GY0999
 GY0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2826 ***********************************************************************
 GA2826  DESIGNATION -  J 280
 GA2826  PID         -  GA2826
 GA2826  STATE/COUNTY-  KY/CLAY
 GA2826  USGS QUAD   -  SCALF (1979)
 GA2826
 GA2826                         *CURRENT SURVEY CONTROL
 GA2826  ___________________________________________________________________
 GA2826* NAD 83(1986)-  36 59 19.     (N)    083 37 38.     (W)     SCALED    
 GA2826* NAVD 88     -       330.995  (meters)    1085.94   (feet)  ADJUSTED  
 GA2826  ___________________________________________________________________
 GA2826  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2826  DYNAMIC HT  -         330.722 (meters)    1085.04  (feet)  COMP
 GA2826  MODELED GRAV-     979,797.4   (mgal)                       NAVD 88
 GA2826
 GA2826  VERT ORDER  -  SECOND    CLASS 0
 GA2826
 GA2826.The horizontal coordinates were scaled from a topographic map and have
 GA2826.an estimated accuracy of +/- 6 seconds.
 GA2826
 GA2826.The orthometric height was determined by differential leveling
 GA2826.and adjusted by the National Geodetic Survey in June 1991..
 GA2826
 GA2826.The geoid height was determined by GEOID03.
 GA2826
 GA2826.The dynamic height is computed by dividing the NAVD 88
 GA2826.geopotential number by the normal gravity value computed on the
 GA2826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2826.degrees latitude (g = 980.6199 gals.).
 GA2826
 GA2826.The modeled gravity was interpolated from observed gravity values.
 GA2826
 GA2826;                    North         East    Units  Estimated Accuracy
 GA2826;SPC KY1Z     - 1,074,880.    1,688,970.      MT  (+/- 180 meters Scaled)
 GA2826
 GA2826                          SUPERSEDED SURVEY CONTROL
 GA2826
 GA2826  NGVD 29 (??/??/92)  331.148  (m)         1086.44   (f) ADJ UNCH    2 0
 GA2826
 GA2826.Superseded values are not recommended for survey control.
 GA2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2826.See file dsdata.txt to determine how the superseded data were derived.
 GA2826
 GA2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA661968(NAD 83)
 GA2826_MARKER: DB = BENCH MARK DISK
 GA2826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2826_SP_SET: CULVERT
 GA2826_STAMPING: J 280 1952 1086.441
 GA2826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2826
 GA2826  HISTORY     - Date     Condition        Report By
 GA2826  HISTORY     - 1952     MONUMENTED       CGS
 GA2826  HISTORY     - 1957     GOOD             NGS
 GA2826
 GA2826                          STATION DESCRIPTION
 GA2826
 GA2826'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA2826'3.7 MI SE FROM BRIGHTSHADE.
 GA2826'3.7 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GA2826'BRIGHTSHADE, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 GA2826'HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT, 16 FEET NORTHEAST OF
 GA2826'CENTER LINE OF ROAD, 91 FEET NORTH OF CENTER OF JUNCTION OF A
 GA2826'DIM ROAD SOUTH, 66 FEET SOUTHEAST OF CENTER OF JUNCTION OF A DIM
 GA2826'ROAD NORTHEAST AND ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.
 GA2826
 GA2826                          STATION RECOVERY (1957)
 GA2826
 GA2826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2712 ***********************************************************************
 GY2712  DESIGNATION -  J 281
 GY2712  PID         -  GY2712
 GY2712  STATE/COUNTY-  KY/CLAY
 GY2712  USGS QUAD   -  CREEKVILLE (1979)
 GY2712
 GY2712                         *CURRENT SURVEY CONTROL
 GY2712  ___________________________________________________________________
 GY2712* NAD 83(1986)-  37 04 39.     (N)    083 33 18.     (W)     SCALED    
 GY2712* NAVD 88     -       274.184  (meters)     899.55   (feet)  ADJUSTED  
 GY2712  ___________________________________________________________________
 GY2712  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GY2712  DYNAMIC HT  -         273.961 (meters)     898.82  (feet)  COMP
 GY2712  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 GY2712
 GY2712  VERT ORDER  -  SECOND    CLASS 0
 GY2712
 GY2712.The horizontal coordinates were scaled from a topographic map and have
 GY2712.an estimated accuracy of +/- 6 seconds.
 GY2712
 GY2712.The orthometric height was determined by differential leveling
 GY2712.and adjusted by the National Geodetic Survey in June 1991..
 GY2712
 GY2712.The geoid height was determined by GEOID03.
 GY2712
 GY2712.The dynamic height is computed by dividing the NAVD 88
 GY2712.geopotential number by the normal gravity value computed on the
 GY2712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2712.degrees latitude (g = 980.6199 gals.).
 GY2712
 GY2712.The modeled gravity was interpolated from observed gravity values.
 GY2712
 GY2712;                    North         East    Units  Estimated Accuracy
 GY2712;SPC KY1Z     - 1,084,890.    1,695,160.      MT  (+/- 180 meters Scaled)
 GY2712
 GY2712                          SUPERSEDED SURVEY CONTROL
 GY2712
 GY2712  NGVD 29 (??/??/92)  274.34   (m)          900.1    (f) COMPUTED    2 0
 GY2712
 GY2712.Superseded values are not recommended for survey control.
 GY2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2712.See file dsdata.txt to determine how the superseded data were derived.
 GY2712
 GY2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB728065(NAD 83)
 GY2712_MARKER: DB = BENCH MARK DISK
 GY2712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2712_SP_SET: BRIDGE
 GY2712_STAMPING: J 281 1952
 GY2712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2712
 GY2712  HISTORY     - Date     Condition        Report By
 GY2712  HISTORY     - 1952     MONUMENTED       CGS
 GY2712
 GY2712                          STATION DESCRIPTION
 GY2712
 GY2712'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2712'AT CREEKVILLE.
 GY2712'AT CREEKVILLE, ABOUT 100 YARDS NORTHWEST ALONG RED BIRD RIVER ROAD
 GY2712'FROM FLAT CREEK CHURCH OF BRETHREN MISSION, ABOUT 0.55 MILE
 GY2712'NORTHWEST OF THE POST OFFICE AT CREEKVILLE, AT JUNCTION OF A ROAD
 GY2712'SOUTHWEST, IN THE TOP OF THE WEST END OF THE SOUTHWEST WING WALL
 GY2712'OF NORTHWEST ABUTMENT OF BRIDGE OVER BIG FLAT CREEK, 14 FEET
 GY2712'SOUTHWEST OF CENTER LINE OF ROAD, 36 FEET SOUTH OF CENTER OF
 GY2712'JUNCTION OF ROAD SOUTHWEST, 2 FEET EAST OF WEST END OF WING
 GY2712'WALL AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2713 ***********************************************************************
 GY2713  DESIGNATION -  J 281 RESET
 GY2713  PID         -  GY2713
 GY2713  STATE/COUNTY-  KY/CLAY
 GY2713  USGS QUAD   -  CREEKVILLE (1979)
 GY2713
 GY2713                         *CURRENT SURVEY CONTROL
 GY2713  ___________________________________________________________________
 GY2713* NAD 83(1986)-  37 04 39.     (N)    083 33 18.     (W)     SCALED    
 GY2713* NAVD 88     -       273.79   (meters)     898.3    (feet)  RESET     
 GY2713  ___________________________________________________________________
 GY2713  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GY2713
 GY2713  VERT ORDER  -  THIRD
 GY2713
 GY2713.The horizontal coordinates were scaled from a topographic map and have
 GY2713.an estimated accuracy of +/- 6 seconds.
 GY2713
 GY2713.The orthometric height was computed from unverified reset data.
 GY2713.No vertical observational check was made to the station.
 GY2713
 GY2713.The geoid height was determined by GEOID03.
 GY2713
 GY2713;                    North         East    Units  Estimated Accuracy
 GY2713;SPC KY1Z     - 1,084,890.    1,695,160.      MT  (+/- 180 meters Scaled)
 GY2713
 GY2713                          SUPERSEDED SURVEY CONTROL
 GY2713
 GY2713  NGVD 29 (??/??/??)  273.95   (m)          898.8    (f) RESET       3  
 GY2713
 GY2713.Superseded values are not recommended for survey control.
 GY2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2713.See file dsdata.txt to determine how the superseded data were derived.
 GY2713
 GY2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB728065(NAD 83)
 GY2713_MARKER: DB = BENCH MARK DISK
 GY2713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2713_SP_SET: CULVERT
 GY2713_STAMPING: J 281 RESET 1957 898.789
 GY2713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2713
 GY2713  HISTORY     - Date     Condition        Report By
 GY2713  HISTORY     - 1957     MONUMENTED       CGS
 GY2713  HISTORY     - 1957     GOOD             NGS
 GY2713
 GY2713                          STATION DESCRIPTION
 GY2713
 GY2713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2713'AT CREEKVILLE.
 GY2713'AT CREEKVILLE, ABOUT 125 YARDS NORTHEAST OF FLAT CREEK CHURCH OF
 GY2713'BRETHERN MISSION, 0.55 MILE NORTHWEST OF THE POST OFFICE AT
 GY2713'CREEKVILLE, AT THE JUNCTION OF A ROAD WEST, SET IN THE TOP OF THE
 GY2713'SOUTH END OF WEST CONCRETE HEAD WALL OF 52-FOOT CULVERT WITH
 GY2713'TWO PARTITIONS FOR BIG FLAT CREEK, 120 FEET SOUTH OF THE CENTER OF
 GY2713'THE JUNCTION OF ROAD WEST, 27 FEET WEST OF THE CENTER OF RED BIRD
 GY2713'RIVER ROAD, ABOUT 7 FEET BELOW LEVEL OF ROADS.  REPORT AND RUBBING
 GY2713'HAS BEEN SUBMITTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1446 ***********************************************************************
 GY1446  DESIGNATION -  J 282
 GY1446  PID         -  GY1446
 GY1446  STATE/COUNTY-  KY/JOHNSON
 GY1446  USGS QUAD   -  PAINTSVILLE (1992)
 GY1446
 GY1446                         *CURRENT SURVEY CONTROL
 GY1446  ___________________________________________________________________
 GY1446* NAD 83(1986)-  37 46 48.     (N)    082 48 40.     (W)     SCALED    
 GY1446* NAVD 88     -       203.198  (meters)     666.66   (feet)  ADJUSTED  
 GY1446  ___________________________________________________________________
 GY1446  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GY1446  DYNAMIC HT  -         203.046 (meters)     666.16  (feet)  COMP
 GY1446  MODELED GRAV-     979,875.8   (mgal)                       NAVD 88
 GY1446
 GY1446  VERT ORDER  -  SECOND    CLASS 0
 GY1446
 GY1446.The horizontal coordinates were scaled from a topographic map and have
 GY1446.an estimated accuracy of +/- 6 seconds.
 GY1446
 GY1446.The orthometric height was determined by differential leveling
 GY1446.and adjusted by the National Geodetic Survey in June 1991..
 GY1446
 GY1446.The geoid height was determined by GEOID03.
 GY1446
 GY1446.The dynamic height is computed by dividing the NAVD 88
 GY1446.geopotential number by the normal gravity value computed on the
 GY1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1446.degrees latitude (g = 980.6199 gals.).
 GY1446
 GY1446.The modeled gravity was interpolated from observed gravity values.
 GY1446
 GY1446;                    North         East    Units  Estimated Accuracy
 GY1446;SPC KY1Z     - 1,164,630.    1,758,830.      MT  (+/- 180 meters Scaled)
 GY1446
 GY1446                          SUPERSEDED SURVEY CONTROL
 GY1446
 GY1446  NGVD 29 (??/??/92)  203.398  (m)          667.31   (f) ADJ UNCH    2 0
 GY1446
 GY1446.Superseded values are not recommended for survey control.
 GY1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1446.See file dsdata.txt to determine how the superseded data were derived.
 GY1446
 GY1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB405829(NAD 83)
 GY1446_MARKER: DB = BENCH MARK DISK
 GY1446_SETTING: 66 = SET IN ROCK OUTCROP
 GY1446_SP_SET: ROCK OUTCROP
 GY1446_STAMPING: J 282 1952 667.315
 GY1446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1446+STABILITY: POSITION/ELEVATION WELL
 GY1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1446+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1994
 GY1446
 GY1446  HISTORY     - Date     Condition        Report By
 GY1446  HISTORY     - 1952     MONUMENTED       CGS
 GY1446  HISTORY     - 1955     GOOD             NGS
 GY1446  HISTORY     - 19941006 GOOD             KYDT
 GY1446
 GY1446                          STATION DESCRIPTION
 GY1446
 GY1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1446'0.9 MI SW FROM HAGER HILL.
 GY1446'0.4 MILE SOUTHWEST ALONG U.S. HIGHWAYS 23 AND 460 FROM THE SCHOOL AT
 GY1446'HAGER HILL, THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD, 0.75 MILE
 GY1446'EAST OF FREEWILL BAPTIST CHURCH, SET IN THE TOP OF A SANDSTONE
 GY1446'OUTCROP, 39 FEET NORTH OF THE CENTER OF ROAD, 27 FEET SOUTHEAST
 GY1446'OF SOUTHEAST CORNER OF FONDO ADAMS RESIDENCE, 18 FEET NORTH OF
 GY1446'EAST END OF A 12-INCH PIPE CULVERT IN NORTH DITCH OF ROAD, 9
 GY1446'FEET WEST OF CENTER OF A DRY WASH, ABOUT 4.5 FEET ABOVE LEVEL
 GY1446'OF ROAD.
 GY1446
 GY1446                          STATION RECOVERY (1994)
 GY1446
 GY1446'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1446' 
 GY1446' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1503 ***********************************************************************
 GY1503  DESIGNATION -  J 283
 GY1503  PID         -  GY1503
 GY1503  STATE/COUNTY-  KY/FLOYD
 GY1503  USGS QUAD   -  MARTIN (1992)
 GY1503
 GY1503                         *CURRENT SURVEY CONTROL
 GY1503  ___________________________________________________________________
 GY1503* NAD 83(1986)-  37 36 12.     (N)    082 50 53.     (W)     SCALED    
 GY1503* NAVD 88     -       218.503  (meters)     716.87   (feet)  ADJUSTED  
 GY1503  ___________________________________________________________________
 GY1503  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GY1503  DYNAMIC HT  -         218.335 (meters)     716.32  (feet)  COMP
 GY1503  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 GY1503
 GY1503  VERT ORDER  -  SECOND    CLASS 0
 GY1503
 GY1503.The horizontal coordinates were scaled from a topographic map and have
 GY1503.an estimated accuracy of +/- 6 seconds.
 GY1503
 GY1503.The orthometric height was determined by differential leveling
 GY1503.and adjusted by the National Geodetic Survey in June 1991..
 GY1503
 GY1503.The geoid height was determined by GEOID03.
 GY1503
 GY1503.The dynamic height is computed by dividing the NAVD 88
 GY1503.geopotential number by the normal gravity value computed on the
 GY1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1503.degrees latitude (g = 980.6199 gals.).
 GY1503
 GY1503.The modeled gravity was interpolated from observed gravity values.
 GY1503
 GY1503;                    North         East    Units  Estimated Accuracy
 GY1503;SPC KY1Z     - 1,144,930.    1,756,190.      MT  (+/- 180 meters Scaled)
 GY1503
 GY1503                          SUPERSEDED SURVEY CONTROL
 GY1503
 GY1503  NGVD 29 (??/??/92)  218.695  (m)          717.50   (f) ADJ UNCH    2 0
 GY1503
 GY1503.Superseded values are not recommended for survey control.
 GY1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1503.See file dsdata.txt to determine how the superseded data were derived.
 GY1503
 GY1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB368634(NAD 83)
 GY1503_MARKER: DB = BENCH MARK DISK
 GY1503_SETTING: 66 = SET IN ROCK OUTCROP
 GY1503_SP_SET: ROCK CUT
 GY1503_STAMPING: J 283 1952 717.502
 GY1503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1503+STABILITY: POSITION/ELEVATION WELL
 GY1503
 GY1503  HISTORY     - Date     Condition        Report By
 GY1503  HISTORY     - 1952     MONUMENTED       CGS
 GY1503  HISTORY     - 1956     GOOD             NGS
 GY1503  HISTORY     - 20010613 MARK NOT FOUND   KYDT
 GY1503
 GY1503                          STATION DESCRIPTION
 GY1503
 GY1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1503'7.7 MI SW FROM PRESTONSBURG.
 GY1503'2.85 MILES SOUTHWEST ALONG STATE HIGHWAY 114 FROM THE CHESAPEAKE
 GY1503'AND OHIO RAILROAD STATION AT PRESTONSBURG, THENCE 3.9 MILES
 GY1503'SOUTHWEST ALONG STATE HIGHWAY 404, THENCE 0.95 MILE EAST AND
 GY1503'SOUTHEAST ALONG STATE HIGHWAY 850, 1.5 MILES NORTHWEST OF THE
 GY1503'POST OFFICE AT RISNER, 0.3 MILE SOUTHWEST OF JOHNSON SCHOOL,
 GY1503'0.1 MILE NORTHEAST OF A MINE CONVEYOR OVERPASS OVER HIGHWAY,
 GY1503'SET VERTICALLY IN NORTHWEST FACE OF A ROCK CUT, 18 FEET
 GY1503'SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 223 FEET NORTHEAST OF
 GY1503'JUNCTION OF A DRIVE SOUTH TO A COAL MINE, 109 FEET SOUTHWEST OF
 GY1503'THE SOUTHWEST END OF A 24-INCH PIPE CULVERT, ABOUT 3.5 FEET
 GY1503'ABOVE LEVEL OF HIGHWAY.
 GY1503
 GY1503                          STATION RECOVERY (2001)
 GY1503
 GY1503'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1492 ***********************************************************************
 GY1492  DESIGNATION -  J 284
 GY1492  PID         -  GY1492
 GY1492  STATE/COUNTY-  KY/FLOYD
 GY1492  USGS QUAD   -  IVYTON (1992)
 GY1492
 GY1492                         *CURRENT SURVEY CONTROL
 GY1492  ___________________________________________________________________
 GY1492* NAD 83(1986)-  37 40 23.     (N)    082 55 19.     (W)     SCALED    
 GY1492* NAVD 88     -       227.012  (meters)     744.79   (feet)  ADJUSTED  
 GY1492  ___________________________________________________________________
 GY1492  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GY1492  DYNAMIC HT  -         226.839 (meters)     744.22  (feet)  COMP
 GY1492  MODELED GRAV-     979,861.2   (mgal)                       NAVD 88
 GY1492
 GY1492  VERT ORDER  -  SECOND    CLASS 0
 GY1492
 GY1492.The horizontal coordinates were scaled from a topographic map and have
 GY1492.an estimated accuracy of +/- 6 seconds.
 GY1492
 GY1492.The orthometric height was determined by differential leveling
 GY1492.and adjusted by the National Geodetic Survey in June 1991..
 GY1492
 GY1492.The geoid height was determined by GEOID03.
 GY1492
 GY1492.The dynamic height is computed by dividing the NAVD 88
 GY1492.geopotential number by the normal gravity value computed on the
 GY1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1492.degrees latitude (g = 980.6199 gals.).
 GY1492
 GY1492.The modeled gravity was interpolated from observed gravity values.
 GY1492
 GY1492;                    North         East    Units  Estimated Accuracy
 GY1492;SPC KY1Z     - 1,152,470.    1,749,430.      MT  (+/- 180 meters Scaled)
 GY1492
 GY1492                          SUPERSEDED SURVEY CONTROL
 GY1492
 GY1492  NGVD 29 (??/??/92)  227.203  (m)          745.42   (f) ADJ UNCH    2 0
 GY1492
 GY1492.Superseded values are not recommended for survey control.
 GY1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1492.See file dsdata.txt to determine how the superseded data were derived.
 GY1492
 GY1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB305712(NAD 83)
 GY1492_MARKER: DB = BENCH MARK DISK
 GY1492_SETTING: 66 = SET IN ROCK OUTCROP
 GY1492_SP_SET: ROCK CUT
 GY1492_STAMPING: J 284 1952 745.415
 GY1492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1492+STABILITY: POSITION/ELEVATION WELL
 GY1492
 GY1492  HISTORY     - Date     Condition        Report By
 GY1492  HISTORY     - 1952     MONUMENTED       CGS
 GY1492  HISTORY     - 1955     GOOD             NGS
 GY1492
 GY1492                          STATION DESCRIPTION
 GY1492
 GY1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1492'4.4 MI SE FROM IVYTON.
 GY1492'4.35 MILES SOUTHEAST ALONG STATE HIGHWAY 114 FROM THE SCHOOL
 GY1492'AT IVYTON, ABOUT 0.4 MILE NORTHWEST OF JOHNSON SCHOOL, 1.45
 GY1492'MILES NORTHWEST OF POST OFFICE AT BRAINARD, SET VERTICALLY IN
 GY1492'THE SOUTHWEST FACE OF AN IRREGULAR SHAPED ROCK CUT, 23 FEET
 GY1492'NORTHEAST OF CENTER LINE OF HIGHWAY, 156 FEET NORTHWEST OF
 GY1492'CENTER OF JUNCTION OF A DIM ROAD SOUTHWEST, 19.5 FEET NORTH
 GY1492'NORTHWEST OF NORTHWEST END OF NORTHEAST HEAD WALL OF AN 18-INCH
 GY1492'PIPE CULVERT AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2346 ***********************************************************************
 GY2346  DESIGNATION -  J 285
 GY2346  PID         -  GY2346
 GY2346  STATE/COUNTY-  KY/LESLIE
 GY2346  USGS QUAD   -  HYDEN EAST (1980)
 GY2346
 GY2346                         *CURRENT SURVEY CONTROL
 GY2346  ___________________________________________________________________
 GY2346* NAD 83(1986)-  37 08 48.     (N)    083 17 41.     (W)     SCALED    
 GY2346* NAVD 88     -       276.408  (meters)     906.85   (feet)  ADJUSTED  
 GY2346  ___________________________________________________________________
 GY2346  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GY2346  DYNAMIC HT  -         276.186 (meters)     906.12  (feet)  COMP
 GY2346  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 GY2346
 GY2346  VERT ORDER  -  SECOND    CLASS 0
 GY2346
 GY2346.The horizontal coordinates were scaled from a topographic map and have
 GY2346.an estimated accuracy of +/- 6 seconds.
 GY2346
 GY2346.The orthometric height was determined by differential leveling
 GY2346.and adjusted by the National Geodetic Survey in June 1991..
 GY2346
 GY2346.The geoid height was determined by GEOID03.
 GY2346
 GY2346.The dynamic height is computed by dividing the NAVD 88
 GY2346.geopotential number by the normal gravity value computed on the
 GY2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2346.degrees latitude (g = 980.6199 gals.).
 GY2346
 GY2346.The modeled gravity was interpolated from observed gravity values.
 GY2346
 GY2346;                    North         East    Units  Estimated Accuracy
 GY2346;SPC KY1Z     - 1,093,140.    1,718,100.      MT  (+/- 180 meters Scaled)
 GY2346
 GY2346                          SUPERSEDED SURVEY CONTROL
 GY2346
 GY2346  NGVD 29 (??/??/92)  276.571  (m)          907.38   (f) ADJ UNCH    2 0
 GY2346
 GY2346.Superseded values are not recommended for survey control.
 GY2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2346.See file dsdata.txt to determine how the superseded data were derived.
 GY2346
 GY2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB962136(NAD 83)
 GY2346_MARKER: DB = BENCH MARK DISK
 GY2346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2346_SP_SET: BRIDGE
 GY2346_STAMPING: J 285 1952 907.383
 GY2346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2346+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1996
 GY2346
 GY2346  HISTORY     - Date     Condition        Report By
 GY2346  HISTORY     - 1952     MONUMENTED       CGS
 GY2346  HISTORY     - 1956     GOOD             NGS
 GY2346  HISTORY     - 19960612 GOOD             KYDT
 GY2346  HISTORY     - 19960626 GOOD             KYDT
 GY2346
 GY2346                          STATION DESCRIPTION
 GY2346
 GY2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2346'1.9 MI SE FROM WOODTON.
 GY2346'ABOUT 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 699 FROM THE
 GY2346'JUNCTION OF STATE HIGHWAY 80 AT WOOTON, ABOUT 1.2 MILES NORTHWEST
 GY2346'OF THE POST OFFICE AND ROAD JUNCTION AT SMILAX, IN THE TOP OF THE
 GY2346'NORTHEAST END OF THE NORTHWEST ABUTMENT OF A 125-FOOT CONCRETE
 GY2346'AND STEEL BRIDGE OVER CUTSHIN CREEK, JUST ABOVE THE CONFLUENCE
 GY2346'OF CUTSHIN AND RACCOON CREEKS, 13 1/2 FEET NORTHEAST OF CENTER
 GY2346'LINE OF HIGHWAY, 1 FOOT NORTHEAST OF CONCRETE RAIL AND ABOUT 1/2
 GY2346'FOOT ABOVE LEVEL OF BRIDGE FLOOR.
 GY2346
 GY2346                          STATION RECOVERY (1956)
 GY2346
 GY2346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2346'RECOVERED IN GOOD CONDITION.
 GY2346
 GY2346                          STATION RECOVERY (1996)
 GY2346
 GY2346'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2346'RECOVERED IN GOOD CONDITION.
 GY2346
 GY2346                          STATION RECOVERY (1996)
 GY2346
 GY2346'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2363 ***********************************************************************
 GY2363  DESIGNATION -  J 286
 GY2363  PID         -  GY2363
 GY2363  STATE/COUNTY-  KY/LESLIE
 GY2363  USGS QUAD   -  CUTSHIN (1980)
 GY2363
 GY2363                         *CURRENT SURVEY CONTROL
 GY2363  ___________________________________________________________________
 GY2363* NAD 83(1986)-  37 03 57.     (N)    083 15 58.     (W)     SCALED    
 GY2363* NAVD 88     -       391.589  (meters)    1284.74   (feet)  ADJUSTED  
 GY2363  ___________________________________________________________________
 GY2363  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GY2363  DYNAMIC HT  -         391.268 (meters)    1283.69  (feet)  COMP
 GY2363  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 GY2363
 GY2363  VERT ORDER  -  SECOND    CLASS 0
 GY2363
 GY2363.The horizontal coordinates were scaled from a topographic map and have
 GY2363.an estimated accuracy of +/- 6 seconds.
 GY2363
 GY2363.The orthometric height was determined by differential leveling
 GY2363.and adjusted by the National Geodetic Survey in June 1991..
 GY2363
 GY2363.The geoid height was determined by GEOID03.
 GY2363
 GY2363.The dynamic height is computed by dividing the NAVD 88
 GY2363.geopotential number by the normal gravity value computed on the
 GY2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2363.degrees latitude (g = 980.6199 gals.).
 GY2363
 GY2363.The modeled gravity was interpolated from observed gravity values.
 GY2363
 GY2363;                    North         East    Units  Estimated Accuracy
 GY2363;SPC KY1Z     - 1,084,240.    1,720,880.      MT  (+/- 180 meters Scaled)
 GY2363
 GY2363                          SUPERSEDED SURVEY CONTROL
 GY2363
 GY2363  NGVD 29 (??/??/92)  391.743  (m)         1285.24   (f) ADJ UNCH    2 0
 GY2363
 GY2363.Superseded values are not recommended for survey control.
 GY2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2363.See file dsdata.txt to determine how the superseded data were derived.
 GY2363
 GY2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB985045(NAD 83)
 GY2363_MARKER: DB = BENCH MARK DISK
 GY2363_SETTING: 66 = SET IN ROCK OUTCROP
 GY2363_SP_SET: ROCK OUTCROP
 GY2363_STAMPING: J 286 1952 1285.243
 GY2363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2363+STABILITY: POSITION/ELEVATION WELL
 GY2363
 GY2363  HISTORY     - Date     Condition        Report By
 GY2363  HISTORY     - 1952     MONUMENTED       CGS
 GY2363  HISTORY     - 1956     GOOD             NGS
 GY2363
 GY2363                          STATION DESCRIPTION
 GY2363
 GY2363'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2363'1.1 MI NE FROM CAUSEY.
 GY2363'ABOUT 1.1 MILES NORTHEAST ALONG A ROAD FROM BAKER FORK SCHOOL
 GY2363'AT CAUSEY, AT A ROAD JUNCTION, ABOUT 30 YARDS NORTH OF CONFLUENCE
 GY2363'OF WOLF CREEK AND BAKER FORK, IN THE TOP AND NEAR LOWER NORTHWEST
 GY2363'EDGE OF A SLANTING OUTCROP OF ROCK, 16 FEET NORTH-NORTHEAST OF
 GY2363'CENTER LINE OF ROAD, 21 FEET NORTHEAST OF CENTER OF A FORD ACROSS
 GY2363'A CREEK AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.  THE MARK IS 2.0
 GY2363'MILES NORTHWEST ALONG A ROAD FROM RHONE GAP SCHOOL AT BIG FORK.
 GY2363
 GY2363                          STATION RECOVERY (1956)
 GY2363
 GY2363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2279 ***********************************************************************
 GY2279  DESIGNATION -  J 287
 GY2279  PID         -  GY2279
 GY2279  STATE/COUNTY-  KY/LESLIE
 GY2279  USGS QUAD   -  HYDEN EAST (1980)
 GY2279
 GY2279                         *CURRENT SURVEY CONTROL
 GY2279  ___________________________________________________________________
 GY2279* NAD 83(1986)-  37 08 02.     (N)    083 15 07.     (W)     SCALED    
 GY2279* NAVD 88     -       309.772  (meters)    1016.31   (feet)  ADJUSTED  
 GY2279  ___________________________________________________________________
 GY2279  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GY2279  DYNAMIC HT  -         309.522 (meters)    1015.49  (feet)  COMP
 GY2279  MODELED GRAV-     979,815.2   (mgal)                       NAVD 88
 GY2279
 GY2279  VERT ORDER  -  SECOND    CLASS 0
 GY2279
 GY2279.The horizontal coordinates were scaled from a topographic map and have
 GY2279.an estimated accuracy of +/- 6 seconds.
 GY2279
 GY2279.The orthometric height was determined by differential leveling
 GY2279.and adjusted by the National Geodetic Survey in June 1991..
 GY2279
 GY2279.The geoid height was determined by GEOID03.
 GY2279
 GY2279.The dynamic height is computed by dividing the NAVD 88
 GY2279.geopotential number by the normal gravity value computed on the
 GY2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2279.degrees latitude (g = 980.6199 gals.).
 GY2279
 GY2279.The modeled gravity was interpolated from observed gravity values.
 GY2279
 GY2279;                    North         East    Units  Estimated Accuracy
 GY2279;SPC KY1Z     - 1,091,820.    1,721,940.      MT  (+/- 180 meters Scaled)
 GY2279
 GY2279                          SUPERSEDED SURVEY CONTROL
 GY2279
 GY2279  NGVD 29 (??/??/92)  309.933  (m)         1016.84   (f) ADJ UNCH    2 0
 GY2279
 GY2279.Superseded values are not recommended for survey control.
 GY2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2279.See file dsdata.txt to determine how the superseded data were derived.
 GY2279
 GY2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB999120(NAD 83)
 GY2279_MARKER: DB = BENCH MARK DISK
 GY2279_SETTING: 66 = SET IN ROCK OUTCROP
 GY2279_SP_SET: ROCK OUTCROP
 GY2279_STAMPING: J 287 1952 PAULS CREEK ROAD 1016.839
 GY2279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2279+STABILITY: POSITION/ELEVATION WELL
 GY2279
 GY2279  HISTORY     - Date     Condition        Report By
 GY2279  HISTORY     - 1952     MONUMENTED       CGS
 GY2279  HISTORY     - 1956     GOOD             NGS
 GY2279
 GY2279                          STATION DESCRIPTION
 GY2279
 GY2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2279'1.2 MI W FROM DALEY.
 GY2279'ABOUT 1.15 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY2279'AND ROAD JUNCTION AT DALEY, ABOUT 1.95 MILES EAST ALONG PAULS
 GY2279'CREEK ROAD FROM POST OFFICE AND JUNCTION OF STATE HIGHWAY 699
 GY2279'AT SMILAX, ABOUT 0.35 MILE NORTHEAST OF LOWER PAULS CREEK SCHOOL,
 GY2279'SET VERTICALLY IN THE SOUTHEAST FACE OF AN OUTCROP OF ROCK, 14
 GY2279'FEET NORTHWEST OF CENTER LINE OF ROAD, 1 FOOT NORTHEAST OF
 GY2279'SOUTHWEST EDGE OF OUTCROP AND ABOUT 3 1/2 FEET ABOVE LEVEL OF
 GY2279'ROAD.
 GY2279
 GY2279                          STATION RECOVERY (1956)
 GY2279
 GY2279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2081 ***********************************************************************
 GY2081  DESIGNATION -  J 288
 GY2081  PID         -  GY2081
 GY2081  STATE/COUNTY-  KY/BREATHITT
 GY2081  USGS QUAD   -  NOBLE (1976)
 GY2081
 GY2081                         *CURRENT SURVEY CONTROL
 GY2081  ___________________________________________________________________
 GY2081* NAD 83(1986)-  37 26 57.     (N)    083 14 05.     (W)     SCALED    
 GY2081* NAVD 88     -       241.610  (meters)     792.68   (feet)  ADJUSTED  
 GY2081  ___________________________________________________________________
 GY2081  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GY2081  DYNAMIC HT  -         241.424 (meters)     792.07  (feet)  COMP
 GY2081  MODELED GRAV-     979,857.9   (mgal)                       NAVD 88
 GY2081
 GY2081  VERT ORDER  -  SECOND    CLASS 0
 GY2081
 GY2081.The horizontal coordinates were scaled from a topographic map and have
 GY2081.an estimated accuracy of +/- 6 seconds.
 GY2081
 GY2081.The orthometric height was determined by differential leveling
 GY2081.and adjusted by the National Geodetic Survey in June 1991..
 GY2081
 GY2081.The geoid height was determined by GEOID03.
 GY2081
 GY2081.The dynamic height is computed by dividing the NAVD 88
 GY2081.geopotential number by the normal gravity value computed on the
 GY2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2081.degrees latitude (g = 980.6199 gals.).
 GY2081
 GY2081.The modeled gravity was interpolated from observed gravity values.
 GY2081
 GY2081;                    North         East    Units  Estimated Accuracy
 GY2081;SPC KY1Z     - 1,126,840.    1,722,520.      MT  (+/- 180 meters Scaled)
 GY2081
 GY2081                          SUPERSEDED SURVEY CONTROL
 GY2081
 GY2081  NGVD 29 (??/??/92)  241.774  (m)          793.22   (f) ADJ UNCH    2 0
 GY2081
 GY2081.Superseded values are not recommended for survey control.
 GY2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2081.See file dsdata.txt to determine how the superseded data were derived.
 GY2081
 GY2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB023470(NAD 83)
 GY2081_MARKER: DB = BENCH MARK DISK
 GY2081_SETTING: 66 = SET IN ROCK OUTCROP
 GY2081_SP_SET: ROCK CUT
 GY2081_STAMPING: J 288 1952 793.220
 GY2081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2081+STABILITY: POSITION/ELEVATION WELL
 GY2081
 GY2081  HISTORY     - Date     Condition        Report By
 GY2081  HISTORY     - 1952     MONUMENTED       CGS
 GY2081  HISTORY     - 1956     GOOD             NGS
 GY2081  HISTORY     - 19961204 POOR             KYDT
 GY2081
 GY2081                          STATION DESCRIPTION
 GY2081
 GY2081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2081'3 MI SE FROM HARDSHELL.
 GY2081'2.95 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM CANEY SCHOOL
 GY2081'AT HARDSHELL, ABOUT 0.15 MILE NORTHEAST OF A CULVERT FOR BEAVER DAM
 GY2081'BRANCH, SET VERTICALLY IN THE NORTHWEST FACE OF A 4-FOOT HIGH
 GY2081'ROCK CUT, 18 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 65 FEET
 GY2081'SOUTHWEST OF NORTHEAST END OF ROCK CUT AND ABOUT 3 FEET ABOVE
 GY2081'LEVEL OF HIGHWAY.
 GY2081
 GY2081                          STATION RECOVERY (1996)
 GY2081
 GY2081'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2081'ROAD NOW KY 486, EDGES OF DISK HAVE BEEN PRIED UP SLIGHTLY, MARK
 GY2081'SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2294 ***********************************************************************
 GY2294  DESIGNATION -  J 289
 GY2294  PID         -  GY2294
 GY2294  STATE/COUNTY-  KY/PERRY
 GY2294  USGS QUAD   -  TILFORD (1976)
 GY2294
 GY2294                         *CURRENT SURVEY CONTROL
 GY2294  ___________________________________________________________________
 GY2294* NAD 83(1986)-  37 01 42.     (N)    083 04 00.     (W)     SCALED    
 GY2294* NAVD 88     -       489.298  (meters)    1605.31   (feet)  ADJUSTED  
 GY2294  ___________________________________________________________________
 GY2294  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GY2294  DYNAMIC HT  -         488.887 (meters)    1603.96  (feet)  COMP
 GY2294  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 GY2294
 GY2294  VERT ORDER  -  SECOND    CLASS 0
 GY2294
 GY2294.The horizontal coordinates were scaled from a topographic map and have
 GY2294.an estimated accuracy of +/- 6 seconds.
 GY2294
 GY2294.The orthometric height was determined by differential leveling
 GY2294.and adjusted by the National Geodetic Survey in June 1991..
 GY2294
 GY2294.The geoid height was determined by GEOID03.
 GY2294
 GY2294.The dynamic height is computed by dividing the NAVD 88
 GY2294.geopotential number by the normal gravity value computed on the
 GY2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2294.degrees latitude (g = 980.6199 gals.).
 GY2294
 GY2294.The modeled gravity was interpolated from observed gravity values.
 GY2294
 GY2294;                    North         East    Units  Estimated Accuracy
 GY2294;SPC KY1Z     - 1,080,570.    1,738,730.      MT  (+/- 180 meters Scaled)
 GY2294
 GY2294                          SUPERSEDED SURVEY CONTROL
 GY2294
 GY2294  NGVD 29 (??/??/92)  489.436  (m)         1605.76   (f) ADJ UNCH    2 0
 GY2294
 GY2294.Superseded values are not recommended for survey control.
 GY2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2294.See file dsdata.txt to determine how the superseded data were derived.
 GY2294
 GY2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB161000(NAD 83)
 GY2294_MARKER: DB = BENCH MARK DISK
 GY2294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2294_SP_SET: CULVERT
 GY2294_STAMPING: J 289 1952 1605.758
 GY2294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2294
 GY2294  HISTORY     - Date     Condition        Report By
 GY2294  HISTORY     - 1952     MONUMENTED       CGS
 GY2294  HISTORY     - 1975     GOOD             LOCENG
 GY2294
 GY2294                          STATION DESCRIPTION
 GY2294
 GY2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2294'1.2 MI SE FROM DELPHIA.
 GY2294'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 463 FROM THE
 GY2294'POST OFFICE AND SCHOOL AT DELPHIA, ABOUT 0.1 MILE SOUTHEAST OF
 GY2294'POST OFFICE AT TILFORD, AT THE OFFICE AND COMMISSARY OF JEWEL
 GY2294'RIDGE COAL MINE, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 GY2294'HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 28 FEET SOUTHWEST OF
 GY2294'CENTER LINE OF HIGHWAY, 80 FEET WEST OF CENTER OF JUNCTION OF A
 GY2294'ROAD NORTHEAST, 31 1/2 FEET NORTHWEST OF NORTH CORNER OF OFFICE
 GY2294'AND COMMISSARY BUILDING AND ABOUT 6 FEET BELOW LEVEL OF HIGHWAY.
 GY2294
 GY2294                          STATION RECOVERY (1975)
 GY2294
 GY2294'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 GY2294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0576 ***********************************************************************
 HZ0576  DESIGNATION -  J 29
 HZ0576  PID         -  HZ0576
 HZ0576  STATE/COUNTY-  KY/GALLATIN
 HZ0576  USGS QUAD   -  SANDERS (1987)
 HZ0576
 HZ0576                         *CURRENT SURVEY CONTROL
 HZ0576  ___________________________________________________________________
 HZ0576* NAD 83(1986)-  38 42 18.     (N)    084 54 38.     (W)     SCALED    
 HZ0576* NAVD 88     -       222.921  (meters)     731.37   (feet)  ADJUSTED  
 HZ0576  ___________________________________________________________________
 HZ0576  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HZ0576  DYNAMIC HT  -         222.778 (meters)     730.90  (feet)  COMP
 HZ0576  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 HZ0576
 HZ0576  VERT ORDER  -  SECOND    CLASS 0
 HZ0576
 HZ0576.The horizontal coordinates were scaled from a topographic map and have
 HZ0576.an estimated accuracy of +/- 6 seconds.
 HZ0576
 HZ0576.The orthometric height was determined by differential leveling
 HZ0576.and adjusted by the National Geodetic Survey in June 1991..
 HZ0576
 HZ0576.The geoid height was determined by GEOID03.
 HZ0576
 HZ0576.The dynamic height is computed by dividing the NAVD 88
 HZ0576.geopotential number by the normal gravity value computed on the
 HZ0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0576.degrees latitude (g = 980.6199 gals.).
 HZ0576
 HZ0576.The modeled gravity was interpolated from observed gravity values.
 HZ0576
 HZ0576;                    North         East    Units  Estimated Accuracy
 HZ0576;SPC KY1Z     - 1,263,550.    1,573,020.      MT  (+/- 180 meters Scaled)
 HZ0576
 HZ0576                          SUPERSEDED SURVEY CONTROL
 HZ0576
 HZ0576  NGVD 29 (??/??/92)  223.114  (m)          732.00   (f) ADJ UNCH    2 0
 HZ0576
 HZ0576.Superseded values are not recommended for survey control.
 HZ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0576.See file dsdata.txt to determine how the superseded data were derived.
 HZ0576
 HZ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH816861(NAD 83)
 HZ0576_MARKER: DB = BENCH MARK DISK
 HZ0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0576_STAMPING: J 29 1935
 HZ0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0576+STABILITY: SURFACE MOTION
 HZ0576
 HZ0576  HISTORY     - Date     Condition        Report By
 HZ0576  HISTORY     - 1935     MONUMENTED       CGS
 HZ0576  HISTORY     - 1938     GOOD             NGS
 HZ0576  HISTORY     - 19920714 MARK NOT FOUND   USPSQD
 HZ0576
 HZ0576                          STATION DESCRIPTION
 HZ0576
 HZ0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HZ0576'2.3 MI N FROM SPARTA.
 HZ0576'2.3 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE STATION AT SPARTA,
 HZ0576'GALLATIN COUNTY, 0.2 MILE NORTH OF A SCHOOL, 150 FEET SOUTH OF A
 HZ0576'CULVERT, 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 9 FEET
 HZ0576'WEST OF TELEPHONE POLE GA 945, AND ABOUT 3 FEET LOWER THAN THE
 HZ0576'HIGHWAY.  A STANDARD DISK, STAMPED J 29 1935 AND SET IN THE TOP
 HZ0576'OF A CONCRETE POST.
 HZ0576
 HZ0576                          STATION RECOVERY (1992)
 HZ0576
 HZ0576'RECOVERY NOTE BY US POWER SQUADRON 1992 (GK)
 HZ0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1132 ***********************************************************************
 GA1132  DESIGNATION -  J 290
 GA1132  PID         -  GA1132
 GA1132  STATE/COUNTY-  KY/HARLAN
 GA1132  USGS QUAD   -  BENHAM (1979)
 GA1132
 GA1132                         *CURRENT SURVEY CONTROL
 GA1132  ___________________________________________________________________
 GA1132* NAD 83(1986)-  36 58 35.     (N)    082 59 18.     (W)     SCALED    
 GA1132* NAVD 88     -       439.182  (meters)    1440.88   (feet)  ADJUSTED  
 GA1132  ___________________________________________________________________
 GA1132  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA1132  DYNAMIC HT  -         438.802 (meters)    1439.64  (feet)  COMP
 GA1132  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 GA1132
 GA1132  VERT ORDER  -  SECOND    CLASS 0
 GA1132
 GA1132.The horizontal coordinates were scaled from a topographic map and have
 GA1132.an estimated accuracy of +/- 6 seconds.
 GA1132
 GA1132.The orthometric height was determined by differential leveling
 GA1132.and adjusted by the National Geodetic Survey in June 1991..
 GA1132
 GA1132.The geoid height was determined by GEOID03.
 GA1132
 GA1132.The dynamic height is computed by dividing the NAVD 88
 GA1132.geopotential number by the normal gravity value computed on the
 GA1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1132.degrees latitude (g = 980.6199 gals.).
 GA1132
 GA1132.The modeled gravity was interpolated from observed gravity values.
 GA1132
 GA1132;                    North         East    Units  Estimated Accuracy
 GA1132;SPC KY1Z     - 1,075,010.    1,745,870.      MT  (+/- 180 meters Scaled)
 GA1132
 GA1132                          SUPERSEDED SURVEY CONTROL
 GA1132
 GA1132  NGVD 29 (??/??/92)  439.307  (m)         1441.29   (f) ADJ UNCH    2 0
 GA1132
 GA1132.Superseded values are not recommended for survey control.
 GA1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1132.See file dsdata.txt to determine how the superseded data were derived.
 GA1132
 GA1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA230941(NAD 83)
 GA1132_MARKER: DB = BENCH MARK DISK
 GA1132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1132_SP_SET: WATER TANK
 GA1132_STAMPING: J 290 1952 1441.293
 GA1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1132
 GA1132  HISTORY     - Date     Condition        Report By
 GA1132  HISTORY     - 1952     MONUMENTED       CGS
 GA1132  HISTORY     - 1956     GOOD             NGS
 GA1132
 GA1132                          STATION DESCRIPTION
 GA1132
 GA1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1132'AT CUMBERLAND.
 GA1132'AT CUMBERLAND, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD,
 GA1132'IN THE TOP OF THE EAST ONE OF THE TWO CONCRETE BASES OF LEGS
 GA1132'NEAREST TO TRACK OF AN ABANDONED RAILROAD WATER TANK, 7 FEET
 GA1132'EAST OF EAST RAIL, 101 FEET SOUTHEAST OF THE SOUTH CORNER OF
 GA1132'STATION, 15 FEET SOUTHWEST OF SOUTHWEST LEG OF A WATER TANK
 GA1132'AND ABOUT LEVEL WITH TRACK.
 GA1132
 GA1132                          STATION RECOVERY (1956)
 GA1132
 GA1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2370 ***********************************************************************
 GY2370  DESIGNATION -  J 291
 GY2370  PID         -  GY2370
 GY2370  STATE/COUNTY-  KY/LESLIE
 GY2370  USGS QUAD   -  CUTSHIN (1980)
 GY2370
 GY2370                         *CURRENT SURVEY CONTROL
 GY2370  ___________________________________________________________________
 GY2370* NAD 83(1986)-  37 01 52.     (N)    083 16 44.     (W)     SCALED    
 GY2370* NAVD 88     -       430.224  (meters)    1411.49   (feet)  ADJUSTED  
 GY2370  ___________________________________________________________________
 GY2370  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GY2370  DYNAMIC HT  -         429.867 (meters)    1410.32  (feet)  COMP
 GY2370  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GY2370
 GY2370  VERT ORDER  -  SECOND    CLASS 0
 GY2370
 GY2370.The horizontal coordinates were scaled from a topographic map and have
 GY2370.an estimated accuracy of +/- 6 seconds.
 GY2370
 GY2370.The orthometric height was determined by differential leveling
 GY2370.and adjusted by the National Geodetic Survey in June 1991..
 GY2370
 GY2370.The geoid height was determined by GEOID03.
 GY2370
 GY2370.The dynamic height is computed by dividing the NAVD 88
 GY2370.geopotential number by the normal gravity value computed on the
 GY2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2370.degrees latitude (g = 980.6199 gals.).
 GY2370
 GY2370.The modeled gravity was interpolated from observed gravity values.
 GY2370
 GY2370;                    North         East    Units  Estimated Accuracy
 GY2370;SPC KY1Z     - 1,080,350.    1,719,850.      MT  (+/- 180 meters Scaled)
 GY2370
 GY2370                          SUPERSEDED SURVEY CONTROL
 GY2370
 GY2370  NGVD 29 (??/??/92)  430.376  (m)         1411.99   (f) ADJ UNCH    2 0
 GY2370
 GY2370.Superseded values are not recommended for survey control.
 GY2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2370.See file dsdata.txt to determine how the superseded data were derived.
 GY2370
 GY2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB973007(NAD 83)
 GY2370_MARKER: DB = BENCH MARK DISK
 GY2370_SETTING: 66 = SET IN ROCK OUTCROP
 GY2370_SP_SET: ROCK BLUFF
 GY2370_STAMPING: J 291 1952 1411.992
 GY2370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2370+STABILITY: POSITION/ELEVATION WELL
 GY2370
 GY2370  HISTORY     - Date     Condition        Report By
 GY2370  HISTORY     - 1952     MONUMENTED       CGS
 GY2370  HISTORY     - 1956     POOR             NGS
 GY2370
 GY2370                          STATION DESCRIPTION
 GY2370
 GY2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2370'9 MI E FROM CHAPPELL.
 GY2370'ABOUT 3.55 MILES SOUTHEAST ALONG A GRAVEL ROAD AND 0.6 MILE
 GY2370'NORTHEAST ALONG A DIRT ROAD FOLLOWING GREASY CREEK FROM POST
 GY2370'OFFICE AT CHAPPELL, THENCE ABOUT 4.55 MILES NORTHEAST ALONG WHITE
 GY2370'OAK CREEK ROAD, THENCE ABOUT 0.3 MILE NORTH ALONG TRAIL FOLLOWING
 GY2370'MOTTS HOLLOW, ABOUT 0.3 MILE NORTH OF WHITE OAK SCHOOL, ABOUT 115
 GY2370'YARDS NORTH OF A WHITE FARM HOUSE, SET VERTICALLY IN THE WEST
 GY2370'FACE OF A LOW OVERHANGING BLUFF OF ROCK, 20 FEET EAST OF CENTER
 GY2370'LINE OF TRAIL, 2 FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL
 GY2370'OF TRAIL.  NOTE--  MARK MAY BE REACHED FROM BAKER FORK SCHOOL
 GY2370'AT CAUSEY BY GOING ABOUT 0.5 MILE SOUTHEAST ALONG A ROAD, THENCE
 GY2370'ABOUT 1.7 MILE SOUTHWEST AND SOUTH ALONG A TRAIL LEADING FROM
 GY2370'GRASSY BRANCH ACROSS MOUNTAIN INTO MOTTS HOLLOW.
 GY2370
 GY2370                          STATION RECOVERY (1956)
 GY2370
 GY2370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2370'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1399 ***********************************************************************
 GY1399  DESIGNATION -  J 292
 GY1399  PID         -  GY1399
 GY1399  STATE/COUNTY-  KY/JOHNSON
 GY1399  USGS QUAD   -  REDBUSH (1992)
 GY1399
 GY1399                         *CURRENT SURVEY CONTROL
 GY1399  ___________________________________________________________________
 GY1399* NAD 83(1986)-  37 53 15.     (N)    082 52 57.     (W)     SCALED    
 GY1399* NAVD 88     -       219.021  (meters)     718.57   (feet)  ADJUSTED  
 GY1399  ___________________________________________________________________
 GY1399  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 GY1399  DYNAMIC HT  -         218.859 (meters)     718.04  (feet)  COMP
 GY1399  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 GY1399
 GY1399  VERT ORDER  -  SECOND    CLASS 0
 GY1399
 GY1399.The horizontal coordinates were scaled from a topographic map and have
 GY1399.an estimated accuracy of +/- 6 seconds.
 GY1399
 GY1399.The orthometric height was determined by differential leveling
 GY1399.and adjusted by the National Geodetic Survey in June 1991..
 GY1399
 GY1399.The geoid height was determined by GEOID03.
 GY1399
 GY1399.The dynamic height is computed by dividing the NAVD 88
 GY1399.geopotential number by the normal gravity value computed on the
 GY1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1399.degrees latitude (g = 980.6199 gals.).
 GY1399
 GY1399.The modeled gravity was interpolated from observed gravity values.
 GY1399
 GY1399;                    North         East    Units  Estimated Accuracy
 GY1399;SPC KY1Z     - 1,176,360.    1,752,180.      MT  (+/- 180 meters Scaled)
 GY1399
 GY1399                          SUPERSEDED SURVEY CONTROL
 GY1399
 GY1399  NGVD 29 (??/??/92)  219.219  (m)          719.22   (f) ADJ UNCH    2 0
 GY1399
 GY1399.Superseded values are not recommended for survey control.
 GY1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1399.See file dsdata.txt to determine how the superseded data were derived.
 GY1399
 GY1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB344950(NAD 83)
 GY1399_MARKER: DB = BENCH MARK DISK
 GY1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1399_STAMPING: J 292 1952 719.221
 GY1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1399+STABILITY: SURFACE MOTION
 GY1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1399+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GY1399
 GY1399  HISTORY     - Date     Condition        Report By
 GY1399  HISTORY     - 1952     MONUMENTED       CGS
 GY1399  HISTORY     - 1955     GOOD             NGS
 GY1399  HISTORY     - 20020806 GOOD             KYDT
 GY1399
 GY1399                          STATION DESCRIPTION
 GY1399
 GY1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1399'4.5 MI NW FROM STAFFORDSVILLE.
 GY1399'4.5 MILES NORTHWEST ALONG STATE HIGHWAY 172 FROM THE JUNCTION
 GY1399'OF U.S. HIGHWAY 460 AT THE WEST EDGE OF STAFFORDSVILLE, 0.45 MILE
 GY1399'NORTH OF CANNONS CHAPEL METHODIST CHURCH, ON THE INSIDE AND AT
 GY1399'THE NORTH END OF A CURVE WITH TANGENTS EXTENDING NORTH AND
 GY1399'SOUTHEAST, AT THE JUNCTION OF A DRIVEWAY LEADING UP HILL EAST TO
 GY1399'A TWO STORY HOUSE, 31 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY,
 GY1399'21 FEET NORTHWEST OF CENTER OF DRIVE, 29 FEET EAST OF THE
 GY1399'NORTHEAST END OF A 24-INCH PIPE CULVERT WITH STONE HEAD WALL, 2
 GY1399'FEET SOUTH OF WHITE WITNESS POST, 1 FOOT ABOVE THE LEVEL OF
 GY1399'HIGHWAY, IN THE TOP OF CONCRETE POST.
 GY1399
 GY1399                          STATION RECOVERY (2002)
 GY1399
 GY1399'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY1399'MARK IS 1 FOOT SOUTHWEST OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1882 ***********************************************************************
 GY1882  DESIGNATION -  J 293
 GY1882  PID         -  GY1882
 GY1882  STATE/COUNTY-  KY/MORGAN
 GY1882  USGS QUAD   -  SALYERSVILLE NORTH (1992)
 GY1882
 GY1882                         *CURRENT SURVEY CONTROL
 GY1882  ___________________________________________________________________
 GY1882* NAD 83(1986)-  37 51 35.     (N)    083 00 23.     (W)     SCALED    
 GY1882* NAVD 88     -       233.886  (meters)     767.34   (feet)  ADJUSTED  
 GY1882  ___________________________________________________________________
 GY1882  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GY1882  DYNAMIC HT  -         233.712 (meters)     766.77  (feet)  COMP
 GY1882  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 GY1882
 GY1882  VERT ORDER  -  SECOND    CLASS 0
 GY1882
 GY1882.The horizontal coordinates were scaled from a topographic map and have
 GY1882.an estimated accuracy of +/- 6 seconds.
 GY1882
 GY1882.The orthometric height was determined by differential leveling
 GY1882.and adjusted by the National Geodetic Survey in June 1991..
 GY1882
 GY1882.The geoid height was determined by GEOID03.
 GY1882
 GY1882.The dynamic height is computed by dividing the NAVD 88
 GY1882.geopotential number by the normal gravity value computed on the
 GY1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1882.degrees latitude (g = 980.6199 gals.).
 GY1882
 GY1882.The modeled gravity was interpolated from observed gravity values.
 GY1882
 GY1882;                    North         East    Units  Estimated Accuracy
 GY1882;SPC KY1Z     - 1,172,950.    1,741,380.      MT  (+/- 180 meters Scaled)
 GY1882
 GY1882                          SUPERSEDED SURVEY CONTROL
 GY1882
 GY1882  NGVD 29 (??/??/92)  234.079  (m)          767.97   (f) ADJ UNCH    2 0
 GY1882
 GY1882.Superseded values are not recommended for survey control.
 GY1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1882.See file dsdata.txt to determine how the superseded data were derived.
 GY1882
 GY1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB235921(NAD 83)
 GY1882_MARKER: DB = BENCH MARK DISK
 GY1882_SETTING: 66 = SET IN ROCK OUTCROP
 GY1882_SP_SET: ROCK OUTCROP
 GY1882_STAMPING: J 293 1952 767.974
 GY1882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1882+STABILITY: POSITION/ELEVATION WELL
 GY1882
 GY1882  HISTORY     - Date     Condition        Report By
 GY1882  HISTORY     - 1952     MONUMENTED       CGS
 GY1882  HISTORY     - 1955     GOOD             NGS
 GY1882  HISTORY     - 19990319 MARK NOT FOUND   KYDT
 GY1882
 GY1882                          STATION DESCRIPTION
 GY1882
 GY1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1882'3.4 MI N FROM WHEELERSBURG.
 GY1882'1.15 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND
 GY1882'ROAD JUNCTION AT WHEELERSBURG, THENCE 2.3 MILES ALONG A NARROW
 GY1882'ROUGH ROAD NORTHEAST, 0.85 MILE NORTHEAST OF A SCHOOL, ABOUT
 GY1882'150 YARDS EAST ALONG A ROAD WHICH HAS JUNCTION WITH ROAD NORTHWEST
 GY1882'IN CREEK BED, THIS ROAD FOLLOWS MINE CREEK ALONG NORTHWEST SIDE
 GY1882'OF CREEK IN MORGAN COUNTY, IN THE TOP OF THE NORTHEAST CORNER OF A
 GY1882'LARGE ROCK OUTCROP, 7 FEET SOUTH OF CENTER OF ROAD, 1 1/2 FEET
 GY1882'SOUTH OF NORTH CORNER OF OUTCROP AND ABOUT 4 FEET ABOVE THE LEVEL
 GY1882'OF ROAD.
 GY1882
 GY1882                          STATION RECOVERY (1999)
 GY1882
 GY1882'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1882'ACCORDING TO LOCAL RESIDENT, MARK WAS TORN OUT WHEN ROAD WAS REBUILT
 GY1882'AND WIDENED IN EARLY 1960'S, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1604 ***********************************************************************
 GY1604  DESIGNATION -  J 294
 GY1604  PID         -  GY1604
 GY1604  STATE/COUNTY-  KY/PIKE
 GY1604  USGS QUAD   -  THOMAS (1992)
 GY1604
 GY1604                         *CURRENT SURVEY CONTROL
 GY1604  ___________________________________________________________________
 GY1604* NAD 83(1986)-  37 38 54.     (N)    082 34 00.     (W)     SCALED    
 GY1604* NAVD 88     -       205.566  (meters)     674.43   (feet)  ADJUSTED  
 GY1604  ___________________________________________________________________
 GY1604  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GY1604  DYNAMIC HT  -         205.413 (meters)     673.93  (feet)  COMP
 GY1604  MODELED GRAV-     979,882.8   (mgal)                       NAVD 88
 GY1604
 GY1604  VERT ORDER  -  SECOND    CLASS 0
 GY1604
 GY1604.The horizontal coordinates were scaled from a topographic map and have
 GY1604.an estimated accuracy of +/- 6 seconds.
 GY1604
 GY1604.The orthometric height was determined by differential leveling
 GY1604.and adjusted by the National Geodetic Survey in June 1991..
 GY1604
 GY1604.The geoid height was determined by GEOID03.
 GY1604
 GY1604.The dynamic height is computed by dividing the NAVD 88
 GY1604.geopotential number by the normal gravity value computed on the
 GY1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1604.degrees latitude (g = 980.6199 gals.).
 GY1604
 GY1604.The modeled gravity was interpolated from observed gravity values.
 GY1604
 GY1604;                    North         East    Units  Estimated Accuracy
 GY1604;SPC KY1Z     - 1,150,730.    1,780,850.      MT  (+/- 180 meters Scaled)
 GY1604
 GY1604                          SUPERSEDED SURVEY CONTROL
 GY1604
 GY1604  NGVD 29 (??/??/92)  205.773  (m)          675.11   (f) ADJ UNCH    2 0
 GY1604
 GY1604.Superseded values are not recommended for survey control.
 GY1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1604.See file dsdata.txt to determine how the superseded data were derived.
 GY1604
 GY1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB617679(NAD 83)
 GY1604_MARKER: DB = BENCH MARK DISK
 GY1604_SETTING: 66 = SET IN ROCK OUTCROP
 GY1604_SP_SET: ROCK OUTCROP
 GY1604_STAMPING: J 294 1952 675.107
 GY1604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1604+STABILITY: POSITION/ELEVATION WELL
 GY1604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1604+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2001
 GY1604
 GY1604  HISTORY     - Date     Condition        Report By
 GY1604  HISTORY     - 1952     MONUMENTED       CGS
 GY1604  HISTORY     - 1956     POOR             NGS
 GY1604  HISTORY     - 20010612 GOOD             KYDT
 GY1604
 GY1604                          STATION DESCRIPTION
 GY1604
 GY1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1604'2.6 MI NW FROM GULNARE.
 GY1604'2.55 MILES NORTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE AND
 GY1604'ROAD JUNCTION AT GULNARE, 1.25 MILES SOUTHEAST OF MC COMBS POST
 GY1604'OFFICE, 1.5 MILE SOUTHEAST OF BANYON SCHOOL, 0.35 MILE NORTHWEST
 GY1604'OF A ROAD JUNCTION AND CROSSING OF DOC JACKSON BRANCH, 22 FEET
 GY1604'SOUTH OF CENTER OF ROAD, IN THE TOP OF A 30 BY 12 FOOT OUTCROP
 GY1604'OF ROCK WHICH FORMS THE NORTH BANK OF JOHNS CREEK AND IS ABOUT
 GY1604'8 FEET HIGH ON CREEK SIDE, 0.6 FOOT WEST OF EAST CORNER OF
 GY1604'ROCK AND ABOUT LEVEL WITH ROAD.
 GY1604
 GY1604                          STATION RECOVERY (2001)
 GY1604
 GY1604'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1589 ***********************************************************************
 GY1589  DESIGNATION -  J 295
 GY1589  PID         -  GY1589
 GY1589  STATE/COUNTY-  KY/PIKE
 GY1589  USGS QUAD   -  THOMAS (1992)
 GY1589
 GY1589                         *CURRENT SURVEY CONTROL
 GY1589  ___________________________________________________________________
 GY1589* NAD 83(1986)-  37 39 15.     (N)    082 31 06.     (W)     SCALED    
 GY1589* NAVD 88     -       216.813  (meters)     711.33   (feet)  ADJUSTED  
 GY1589  ___________________________________________________________________
 GY1589  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GY1589  DYNAMIC HT  -         216.653 (meters)     710.80  (feet)  COMP
 GY1589  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 GY1589
 GY1589  VERT ORDER  -  SECOND    CLASS 0
 GY1589
 GY1589.The horizontal coordinates were scaled from a topographic map and have
 GY1589.an estimated accuracy of +/- 6 seconds.
 GY1589
 GY1589.The orthometric height was determined by differential leveling
 GY1589.and adjusted by the National Geodetic Survey in June 1991..
 GY1589
 GY1589.The geoid height was determined by GEOID03.
 GY1589
 GY1589.The dynamic height is computed by dividing the NAVD 88
 GY1589.geopotential number by the normal gravity value computed on the
 GY1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1589.degrees latitude (g = 980.6199 gals.).
 GY1589
 GY1589.The modeled gravity was interpolated from observed gravity values.
 GY1589
 GY1589;                    North         East    Units  Estimated Accuracy
 GY1589;SPC KY1Z     - 1,151,530.    1,785,090.      MT  (+/- 180 meters Scaled)
 GY1589
 GY1589                          SUPERSEDED SURVEY CONTROL
 GY1589
 GY1589  NGVD 29 (??/??/92)  217.025  (m)          712.02   (f) ADJ UNCH    2 0
 GY1589
 GY1589.Superseded values are not recommended for survey control.
 GY1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1589.See file dsdata.txt to determine how the superseded data were derived.
 GY1589
 GY1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB660685(NAD 83)
 GY1589_MARKER: DB = BENCH MARK DISK
 GY1589_SETTING: 66 = SET IN ROCK OUTCROP
 GY1589_SP_SET: ROCK CLIFF
 GY1589_STAMPING: J 295 1952 712.023
 GY1589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1589+STABILITY: POSITION/ELEVATION WELL
 GY1589
 GY1589  HISTORY     - Date     Condition        Report By
 GY1589  HISTORY     - 1952     MONUMENTED       CGS
 GY1589  HISTORY     - 1956     GOOD             NGS
 GY1589
 GY1589                          STATION DESCRIPTION
 GY1589
 GY1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1589'3.5 MI NW FROM HEENON.
 GY1589'3.5 MILES NORTHWEST ALONG BRUSHY FORK ROAD FROM THE FORKS OF
 GY1589'BRUSHY SCHOOL AT HEENON, 0.3 MILE EAST OF LOWE SCHOOL, ON THE
 GY1589'INSIDE AND AT THE NORTHEAST END OF A SHARP CURVE WITH TANGENTS
 GY1589'EXTENDING NORTH AND NORTHEAST, AND AT JUNCTION OF A PRIVATE
 GY1589'ROAD SOUTH, 65 FEET NORTHEAST OF CENTER OF JUNCTION, 75 FEET
 GY1589'SOUTHWEST OF NORTHEAST END OF ROCK CLIFF, 19 FEET NORTHWEST OF
 GY1589'CENTER OF ROAD, 12 FEET NORTHEAST OF AN 18-INCH ASH TREE, SET
 GY1589'VERTICALLY ABOUT 1/2 FOOT ABOVE GROUND IN EAST FACE OF A SMALL
 GY1589'OFFSET OF A 7-FOOT HIGH CLIFF WHICH FACES SOUTHEAST, 5 FEET
 GY1589'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0482 ***********************************************************************
 GY0482  DESIGNATION -  J 296
 GY0482  PID         -  GY0482
 GY0482  STATE/COUNTY-  KY/PIKE
 GY0482  USGS QUAD   -  VARNEY (1992)
 GY0482
 GY0482                         *CURRENT SURVEY CONTROL
 GY0482  ___________________________________________________________________
 GY0482* NAD 83(1986)-  37 40 27.     (N)    082 22 39.     (W)     SCALED    
 GY0482* NAVD 88     -       207.483  (meters)     680.72   (feet)  ADJUSTED  
 GY0482  ___________________________________________________________________
 GY0482  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GY0482  DYNAMIC HT  -         207.329 (meters)     680.21  (feet)  COMP
 GY0482  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 GY0482
 GY0482  VERT ORDER  -  SECOND    CLASS 0
 GY0482
 GY0482.The horizontal coordinates were scaled from a topographic map and have
 GY0482.an estimated accuracy of +/- 6 seconds.
 GY0482
 GY0482.The orthometric height was determined by differential leveling
 GY0482.and adjusted by the National Geodetic Survey in June 1991..
 GY0482
 GY0482.The geoid height was determined by GEOID03.
 GY0482
 GY0482.The dynamic height is computed by dividing the NAVD 88
 GY0482.geopotential number by the normal gravity value computed on the
 GY0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0482.degrees latitude (g = 980.6199 gals.).
 GY0482
 GY0482.The modeled gravity was interpolated from observed gravity values.
 GY0482
 GY0482;                    North         East    Units  Estimated Accuracy
 GY0482;SPC KY1Z     - 1,154,180.    1,797,430.      MT  (+/- 180 meters Scaled)
 GY0482
 GY0482                          SUPERSEDED SURVEY CONTROL
 GY0482
 GY0482  NGVD 29 (??/??/92)  207.706  (m)          681.45   (f) ADJ UNCH    2 0
 GY0482
 GY0482.Superseded values are not recommended for survey control.
 GY0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0482.See file dsdata.txt to determine how the superseded data were derived.
 GY0482
 GY0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB785705(NAD 83)
 GY0482_MARKER: DB = BENCH MARK DISK
 GY0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0482_SP_SET: CULVERT
 GY0482_STAMPING: J 296 1952 681.449
 GY0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0482+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 GY0482
 GY0482  HISTORY     - Date     Condition        Report By
 GY0482  HISTORY     - 1952     MONUMENTED       CGS
 GY0482  HISTORY     - 1956     GOOD             NGS
 GY0482  HISTORY     - 20010627 GOOD             KYDT
 GY0482
 GY0482                          STATION DESCRIPTION
 GY0482
 GY0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0482'4.8 MI N FROM SIDNEY.
 GY0482'4.8 MILES NORTH ALONG STATE HIGHWAY 468 FROM THE JUNCTION OF U.S.
 GY0482'HIGHWAY 119 AND BEVINS SCHOOL AT SIDNEY, 0.8 MILE NORTH OF THE
 GY0482'JUNCTION OF A GRAVEL ROAD WEST, 14 FEET EAST OF THE CENTER LINE
 GY0482'OF HIGHWAY, IN THE TOP OF THE EAST CONCRETE HEAD WALL, 5.5 FEET
 GY0482'SOUTH OF THE NORTH END, A 6-FOOT CONCRETE AND STONE BOX CULVERT
 GY0482'FOR FRALEY BRANCH, ABOUT 0.5 FOOT ABOVE LEVEL OF HIGHWAY.
 GY0482
 GY0482                          STATION RECOVERY (2001)
 GY0482
 GY0482'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0482'MARK IS ABOUT 1.5 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0728 ***********************************************************************
 GY0728  DESIGNATION -  J 297
 GY0728  PID         -  GY0728
 GY0728  STATE/COUNTY-  KY/PIKE
 GY0728  USGS QUAD   -  LICK CREEK (1978)
 GY0728
 GY0728                         *CURRENT SURVEY CONTROL
 GY0728  ___________________________________________________________________
 GY0728* NAD 83(1986)-  37 24 13.     (N)    082 20 10.     (W)     SCALED    
 GY0728* NAVD 88     -       231.611  (meters)     759.88   (feet)  ADJUSTED  
 GY0728  ___________________________________________________________________
 GY0728  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GY0728  DYNAMIC HT  -         231.430 (meters)     759.28  (feet)  COMP
 GY0728  MODELED GRAV-     979,846.0   (mgal)                       NAVD 88
 GY0728
 GY0728  VERT ORDER  -  SECOND    CLASS 0
 GY0728
 GY0728.The horizontal coordinates were scaled from a topographic map and have
 GY0728.an estimated accuracy of +/- 6 seconds.
 GY0728
 GY0728.The orthometric height was determined by differential leveling
 GY0728.and adjusted by the National Geodetic Survey in June 1991..
 GY0728
 GY0728.The geoid height was determined by GEOID03.
 GY0728
 GY0728.The dynamic height is computed by dividing the NAVD 88
 GY0728.geopotential number by the normal gravity value computed on the
 GY0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0728.degrees latitude (g = 980.6199 gals.).
 GY0728
 GY0728.The modeled gravity was interpolated from observed gravity values.
 GY0728
 GY0728;                    North         East    Units  Estimated Accuracy
 GY0728;SPC KY1Z     - 1,124,310.    1,802,180.      MT  (+/- 180 meters Scaled)
 GY0728
 GY0728                          SUPERSEDED SURVEY CONTROL
 GY0728
 GY0728  NGVD 29 (??/??/92)  231.814  (m)          760.54   (f) ADJ UNCH    2 0
 GY0728
 GY0728.Superseded values are not recommended for survey control.
 GY0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0728.See file dsdata.txt to determine how the superseded data were derived.
 GY0728
 GY0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB817404(NAD 83)
 GY0728_MARKER: DB = BENCH MARK DISK
 GY0728_SETTING: 66 = SET IN ROCK OUTCROP
 GY0728_SP_SET: ROCK CUT
 GY0728_STAMPING: J 297 1952 760.543
 GY0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0728+STABILITY: POSITION/ELEVATION WELL
 GY0728
 GY0728  HISTORY     - Date     Condition        Report By
 GY0728  HISTORY     - 1952     MONUMENTED       CGS
 GY0728  HISTORY     - 1956     POOR             NGS
 GY0728  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY0728
 GY0728                          STATION DESCRIPTION
 GY0728
 GY0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0728'4.2 MI SE FROM PHYLLIS.
 GY0728'0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GY0728'AND SCHOOL AT PHYLLIS, THENCE 4.05 MILES SOUTHEAST ALONG A GRAVEL
 GY0728'ROAD FOLLOWING LEVISA FORK OF BIG SANDY RIVER, 0.6 MILE NORTHWEST
 GY0728'OF SIMMS CREEK SCHOOL, SET VERTICALLY IN THE NORTHEAST FACE OF A
 GY0728'ROCK CUT, 16 FEET SOUTHWEST OF THE CENTER OF TRACK, 46 FEET
 GY0728'SOUTHWEST AND ACROSS TRACK FROM CENTER OF ROAD, 230 FEET SOUTH
 GY0728'SOUTHEAST OF CENTER OF TRACK AND ROAD CROSSING, 108 FEET SOUTHEAST
 GY0728'OF A TELEPHONE POLE, 66 FEET NORTHWEST OF A TELEPHONE POLE AND
 GY0728'ABOUT 1.5 FEET BELOW LEVEL OF TRACK.
 GY0728
 GY0728                          STATION RECOVERY (1976)
 GY0728
 GY0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0494 ***********************************************************************
 GY0494  DESIGNATION -  J 298
 GY0494  PID         -  GY0494
 GY0494  STATE/COUNTY-  KY/PIKE
 GY0494  USGS QUAD   -  META (1992)
 GY0494
 GY0494                         *CURRENT SURVEY CONTROL
 GY0494  ___________________________________________________________________
 GY0494* NAD 83(1986)-  37 33 23.     (N)    082 24 54.     (W)     SCALED    
 GY0494* NAVD 88     -       234.442  (meters)     769.17   (feet)  ADJUSTED  
 GY0494  ___________________________________________________________________
 GY0494  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GY0494  DYNAMIC HT  -         234.264 (meters)     768.58  (feet)  COMP
 GY0494  MODELED GRAV-     979,863.1   (mgal)                       NAVD 88
 GY0494
 GY0494  VERT ORDER  -  SECOND    CLASS 0
 GY0494
 GY0494.The horizontal coordinates were scaled from a topographic map and have
 GY0494.an estimated accuracy of +/- 6 seconds.
 GY0494
 GY0494.The orthometric height was determined by differential leveling
 GY0494.and adjusted by the National Geodetic Survey in June 1991..
 GY0494
 GY0494.The geoid height was determined by GEOID03.
 GY0494
 GY0494.The dynamic height is computed by dividing the NAVD 88
 GY0494.geopotential number by the normal gravity value computed on the
 GY0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0494.degrees latitude (g = 980.6199 gals.).
 GY0494
 GY0494.The modeled gravity was interpolated from observed gravity values.
 GY0494
 GY0494;                    North         East    Units  Estimated Accuracy
 GY0494;SPC KY1Z     - 1,141,000.    1,794,590.      MT  (+/- 180 meters Scaled)
 GY0494
 GY0494                          SUPERSEDED SURVEY CONTROL
 GY0494
 GY0494  NGVD 29 (??/??/92)  234.647  (m)          769.84   (f) ADJ UNCH    2 0
 GY0494
 GY0494.Superseded values are not recommended for survey control.
 GY0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0494.See file dsdata.txt to determine how the superseded data were derived.
 GY0494
 GY0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB750575(NAD 83)
 GY0494_MARKER: DB = BENCH MARK DISK
 GY0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0494_SP_SET: CULVERT
 GY0494_STAMPING: J 298 1952 769.838
 GY0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0494
 GY0494  HISTORY     - Date     Condition        Report By
 GY0494  HISTORY     - 1952     MONUMENTED       CGS
 GY0494  HISTORY     - 1956     GOOD             NGS
 GY0494
 GY0494                          STATION DESCRIPTION
 GY0494
 GY0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0494'2.6 MI SE FROM META.
 GY0494'2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 632 FROM THE JUNCTION OF
 GY0494'U.S. HIGHWAY 119 AT META, 0.55 MILE NORTH OF LAWSON SCHOOL, SET
 GY0494'IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF A 24-FOOT
 GY0494'CONCRETE CULVERT WITH PARTITION (98-632-2) OVER BEVENS BRANCH, 19
 GY0494'FEET EAST OF CENTER OF HIGHWAY, 50 FEET NORTH OF CENTER OF A DIRT
 GY0494'ROAD EAST UP BEVENS BRANCH, ABOUT 2.5 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0754 ***********************************************************************
 GY0754  DESIGNATION -  J 299
 GY0754  PID         -  GY0754
 GY0754  STATE/COUNTY-  KY/PIKE
 GY0754  USGS QUAD   -  HELLIER (1978)
 GY0754
 GY0754                         *CURRENT SURVEY CONTROL
 GY0754  ___________________________________________________________________
 GY0754* NAD 83(1986)-  37 18 50.     (N)    082 28 06.     (W)     SCALED    
 GY0754* NAVD 88     -       297.943  (meters)     977.50   (feet)  ADJUSTED  
 GY0754  ___________________________________________________________________
 GY0754  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GY0754  DYNAMIC HT  -         297.707 (meters)     976.73  (feet)  COMP
 GY0754  MODELED GRAV-     979,831.5   (mgal)                       NAVD 88
 GY0754
 GY0754  VERT ORDER  -  SECOND    CLASS 0
 GY0754
 GY0754.The horizontal coordinates were scaled from a topographic map and have
 GY0754.an estimated accuracy of +/- 6 seconds.
 GY0754
 GY0754.The orthometric height was determined by differential leveling
 GY0754.and adjusted by the National Geodetic Survey in June 1991..
 GY0754
 GY0754.The geoid height was determined by GEOID03.
 GY0754
 GY0754.The dynamic height is computed by dividing the NAVD 88
 GY0754.geopotential number by the normal gravity value computed on the
 GY0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0754.degrees latitude (g = 980.6199 gals.).
 GY0754
 GY0754.The modeled gravity was interpolated from observed gravity values.
 GY0754
 GY0754;                    North         East    Units  Estimated Accuracy
 GY0754;SPC KY1Z     - 1,113,940.    1,790,830.      MT  (+/- 180 meters Scaled)
 GY0754
 GY0754                          SUPERSEDED SURVEY CONTROL
 GY0754
 GY0754  NGVD 29 (??/??/92)  298.134  (m)          978.13   (f) ADJ UNCH    2 0
 GY0754
 GY0754.Superseded values are not recommended for survey control.
 GY0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0754.See file dsdata.txt to determine how the superseded data were derived.
 GY0754
 GY0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB698307(NAD 83)
 GY0754_MARKER: DB = BENCH MARK DISK
 GY0754_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0754_SP_SET: BRIDGE
 GY0754_STAMPING: J 299 1952 978.128
 GY0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0754
 GY0754  HISTORY     - Date     Condition        Report By
 GY0754  HISTORY     - 1952     MONUMENTED       CGS
 GY0754  HISTORY     - 1956     GOOD             NGS
 GY0754  HISTORY     - 20020724 MARK NOT FOUND   KYDT
 GY0754
 GY0754                          STATION DESCRIPTION
 GY0754
 GY0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0754'AT LOOKOUT.
 GY0754'0.15 MILE EAST OF THE SCHOOL AT LOOKOUT, AT JUNCTION OF STATE
 GY0754'HIGHWAY 195 AND GRAVEL ROAD NORTH, 87 FEET NORTH AND ACROSS CREEK
 GY0754'FROM THE CENTER LINE OF HIGHWAY, 26 FEET WEST OF THE NORTHWEST
 GY0754'CORNER OF BRIDGE OVER MARROWBONE CREEK ON ROAD NORTH, SET IN THE
 GY0754'TOP AND 1 FOOT EAST OF THE WEST END OF A STONE RETAINING WALL
 GY0754'THAT EXTENDS WEST FROM THE NORTHWEST CORNER OF BRIDGE, ABOUT 3
 GY0754'FEET BELOW THE LEVEL OF HIGHWAY.
 GY0754
 GY0754                          STATION RECOVERY (2002)
 GY0754
 GY0754'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0960 ***********************************************************************
 HZ0960  DESIGNATION -  J 30
 HZ0960  PID         -  HZ0960
 HZ0960  STATE/COUNTY-  KY/CARROLL
 HZ0960  USGS QUAD   -  WORTHVILLE (1987)
 HZ0960
 HZ0960                         *CURRENT SURVEY CONTROL
 HZ0960  ___________________________________________________________________
 HZ0960* NAD 83(1986)-  38 36 34.     (N)    085 04 05.     (W)     SCALED    
 HZ0960* NAVD 88     -       147.872  (meters)     485.14   (feet)  ADJUSTED  
 HZ0960  ___________________________________________________________________
 HZ0960  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ0960  DYNAMIC HT  -         147.775 (meters)     484.83  (feet)  COMP
 HZ0960  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 HZ0960
 HZ0960  VERT ORDER  -  SECOND    CLASS 0
 HZ0960
 HZ0960.The horizontal coordinates were scaled from a topographic map and have
 HZ0960.an estimated accuracy of +/- 6 seconds.
 HZ0960
 HZ0960.The orthometric height was determined by differential leveling
 HZ0960.and adjusted by the National Geodetic Survey in June 1991..
 HZ0960
 HZ0960.The geoid height was determined by GEOID03.
 HZ0960
 HZ0960.The dynamic height is computed by dividing the NAVD 88
 HZ0960.geopotential number by the normal gravity value computed on the
 HZ0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0960.degrees latitude (g = 980.6199 gals.).
 HZ0960
 HZ0960.The modeled gravity was interpolated from observed gravity values.
 HZ0960
 HZ0960;                    North         East    Units  Estimated Accuracy
 HZ0960;SPC KY1Z     - 1,252,830.    1,559,400.      MT  (+/- 180 meters Scaled)
 HZ0960
 HZ0960                          SUPERSEDED SURVEY CONTROL
 HZ0960
 HZ0960  NGVD 29 (??/??/92)  148.066  (m)          485.78   (f) ADJ UNCH    2 0
 HZ0960
 HZ0960.Superseded values are not recommended for survey control.
 HZ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0960.See file dsdata.txt to determine how the superseded data were derived.
 HZ0960
 HZ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH682752(NAD 83)
 HZ0960_MARKER: DB = BENCH MARK DISK
 HZ0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0960_STAMPING: J 30 1934
 HZ0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0960+STABILITY: SURFACE MOTION
 HZ0960
 HZ0960  HISTORY     - Date     Condition        Report By
 HZ0960  HISTORY     - 1934     MONUMENTED       CGS
 HZ0960  HISTORY     - 1937     GOOD             NGS
 HZ0960
 HZ0960                          STATION DESCRIPTION
 HZ0960
 HZ0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ0960'AT WORTHVILLE.
 HZ0960'AT WORTHVILLE, CARROLL COUNTY, OPPOSITE THE NORTHEAST END OF THE
 HZ0960'LOUISVILLE AND NASHVILLE RAILROAD STATION, 24.2 FEET SOUTHEAST
 HZ0960'OF THE SOUTHEAST RAIL, AND 5.5 FEET NORTHWEST OF A TELEPHONE
 HZ0960'POLE.  A STANDARD DISK, STAMPED J 30 1934 AND SET IN THE TOP
 HZ0960'OF A CONCRETE POST FLUSH WITH THE GROUND.
 HZ0960
 HZ0960                          STATION RECOVERY (1937)
 HZ0960
 HZ0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 HZ0960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1573 ***********************************************************************
 GY1573  DESIGNATION -  J 300
 GY1573  PID         -  GY1573
 GY1573  STATE/COUNTY-  KY/FLOYD
 GY1573  USGS QUAD   -  LANCER (1992)
 GY1573
 GY1573                         *CURRENT SURVEY CONTROL
 GY1573  ___________________________________________________________________
 GY1573* NAD 83(1986)-  37 39 00.     (N)    082 38 47.     (W)     SCALED    
 GY1573* NAVD 88     -       262.272  (meters)     860.47   (feet)  ADJUSTED  
 GY1573  ___________________________________________________________________
 GY1573  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GY1573  DYNAMIC HT  -         262.076 (meters)     859.83  (feet)  COMP
 GY1573  MODELED GRAV-     979,876.0   (mgal)                       NAVD 88
 GY1573
 GY1573  VERT ORDER  -  SECOND    CLASS 0
 GY1573
 GY1573.The horizontal coordinates were scaled from a topographic map and have
 GY1573.an estimated accuracy of +/- 6 seconds.
 GY1573
 GY1573.The orthometric height was determined by differential leveling
 GY1573.and adjusted by the National Geodetic Survey in June 1991..
 GY1573
 GY1573.The geoid height was determined by GEOID03.
 GY1573
 GY1573.The dynamic height is computed by dividing the NAVD 88
 GY1573.geopotential number by the normal gravity value computed on the
 GY1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1573.degrees latitude (g = 980.6199 gals.).
 GY1573
 GY1573.The modeled gravity was interpolated from observed gravity values.
 GY1573
 GY1573;                    North         East    Units  Estimated Accuracy
 GY1573;SPC KY1Z     - 1,150,680.    1,773,810.      MT  (+/- 180 meters Scaled)
 GY1573
 GY1573                          SUPERSEDED SURVEY CONTROL
 GY1573
 GY1573  NGVD 29 (??/??/92)  262.477  (m)          861.14   (f) ADJ UNCH    2 0
 GY1573
 GY1573.Superseded values are not recommended for survey control.
 GY1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1573.See file dsdata.txt to determine how the superseded data were derived.
 GY1573
 GY1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB547682(NAD 83)
 GY1573_MARKER: DB = BENCH MARK DISK
 GY1573_SETTING: 66 = SET IN ROCK OUTCROP
 GY1573_SP_SET: ROCK CUT
 GY1573_STAMPING: J 300 1952 861.143
 GY1573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1573+STABILITY: POSITION/ELEVATION WELL
 GY1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1573+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 GY1573
 GY1573  HISTORY     - Date     Condition        Report By
 GY1573  HISTORY     - 1952     MONUMENTED       CGS
 GY1573  HISTORY     - 1956     GOOD             NGS
 GY1573  HISTORY     - 20011106 GOOD             KYDT
 GY1573
 GY1573                          STATION DESCRIPTION
 GY1573
 GY1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1573'4 MI NE FROM ALVIN.
 GY1573'4.0 MILES NORTHWEST ALONG STATE HIGHWAY 1100 FROM THE JUNCTION
 GY1573'OF U.S. HIGHWAYS 23 AND 460 AT ALVIN, 0.75 MILE NORTH OF THE
 GY1573'JUNCTION OF A DIM ROAD SOUTHEAST AND TOP OF LONG GRADE, 57 FEET
 GY1573'NORTHWEST OF NORTHEAST END OF A 30-INCH PIPE CULVERT FOR A DEEP
 GY1573'RAVINE EXTENDING NORTHEAST FROM THE ROAD, 35 FEET NORTHWEST OF
 GY1573'SOUTHEAST END OF ROCK CUT, 17 FEET NORTHEAST OF CENTER OF ROAD,
 GY1573'7 FEET SOUTHEAST OF THE SOUTHEAST END OF A ROCK LEDGE WHICH
 GY1573'OVERHANGS ABOUT 4 FEET OVER ROCK CUT, SET IN THE TOP OF A SMALL
 GY1573'SHELF AT BOTTOM OF ROCK CUT, ABOUT 2 FEET ABOVE LEVEL OF ROAD.
 GY1573
 GY1573                          STATION RECOVERY (2001)
 GY1573
 GY1573'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1640 ***********************************************************************
 GY1640  DESIGNATION -  J 301
 GY1640  PID         -  GY1640
 GY1640  STATE/COUNTY-  KY/JOHNSON
 GY1640  USGS QUAD   -  OFFUTT (1992)
 GY1640
 GY1640                         *CURRENT SURVEY CONTROL
 GY1640  ___________________________________________________________________
 GY1640* NAD 83(1986)-  37 45 20.     (N)    082 41 35.     (W)     SCALED    
 GY1640* NAVD 88     -       194.782  (meters)     639.05   (feet)  ADJUSTED  
 GY1640  ___________________________________________________________________
 GY1640  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GY1640  DYNAMIC HT  -         194.637 (meters)     638.57  (feet)  COMP
 GY1640  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 GY1640
 GY1640  VERT ORDER  -  SECOND    CLASS 0
 GY1640
 GY1640.The horizontal coordinates were scaled from a topographic map and have
 GY1640.an estimated accuracy of +/- 6 seconds.
 GY1640
 GY1640.The orthometric height was determined by differential leveling
 GY1640.and adjusted by the National Geodetic Survey in June 1991..
 GY1640
 GY1640.The geoid height was determined by GEOID03.
 GY1640
 GY1640.The dynamic height is computed by dividing the NAVD 88
 GY1640.geopotential number by the normal gravity value computed on the
 GY1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1640.degrees latitude (g = 980.6199 gals.).
 GY1640
 GY1640.The modeled gravity was interpolated from observed gravity values.
 GY1640
 GY1640;                    North         East    Units  Estimated Accuracy
 GY1640;SPC KY1Z     - 1,162,250.    1,769,320.      MT  (+/- 180 meters Scaled)
 GY1640
 GY1640                          SUPERSEDED SURVEY CONTROL
 GY1640
 GY1640  NGVD 29 (??/??/92)  194.98   (m)          639.7    (f) COMPUTED    2 0
 GY1640
 GY1640.Superseded values are not recommended for survey control.
 GY1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1640.See file dsdata.txt to determine how the superseded data were derived.
 GY1640
 GY1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB508800(NAD 83)
 GY1640_MARKER: DB = BENCH MARK DISK
 GY1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1640_STAMPING: J 301 1952 639.726
 GY1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1640+STABILITY: SURFACE MOTION
 GY1640
 GY1640  HISTORY     - Date     Condition        Report By
 GY1640  HISTORY     - 1952     MONUMENTED       CGS
 GY1640  HISTORY     - 1956     GOOD             NGS
 GY1640  HISTORY     - 20011228 MARK NOT FOUND   KYDT
 GY1640
 GY1640                          STATION DESCRIPTION
 GY1640
 GY1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1640'0.4 MI W FROM ODDS.
 GY1640'0.45 MILE EAST, SOUTH AND EAST OF CHURCH AND SCHOOL AT ODDS,
 GY1640'0.9 MILE EAST OF DANIELS CREEK CHRISTIAN CHURCH, 167 FEET EAST
 GY1640'OF THE SOUTHEAST CORNER OF A STORE BUILDING, 67 FEET NORTH AND
 GY1640'ACROSS ROAD FROM THE NORTHEAST CORNER OF HENRY WELLS RESIDENCE,
 GY1640'50 FEET NORTH AND ACROSS ROAD FROM A WELL, 30 FEET NORTH OF THE
 GY1640'CENTER OF ROAD, 19 FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET
 GY1640'WEST OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY1640'4 INCHES, ABOUT 2 FEET ABOVE LEVEL OF ROAD.
 GY1640
 GY1640                          STATION RECOVERY (2001)
 GY1640
 GY1640'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1382 ***********************************************************************
 GY1382  DESIGNATION -  J 302
 GY1382  PID         -  GY1382
 GY1382  STATE/COUNTY-  KY/JOHNSON
 GY1382  USGS QUAD   -  SITKA (1992)
 GY1382
 GY1382                         *CURRENT SURVEY CONTROL
 GY1382  ___________________________________________________________________
 GY1382* NAD 83(1986)-  37 53 13.     (N)    082 48 02.     (W)     SCALED    
 GY1382* NAVD 88     -       204.535  (meters)     671.05   (feet)  ADJUSTED  
 GY1382  ___________________________________________________________________
 GY1382  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GY1382  DYNAMIC HT  -         204.383 (meters)     670.55  (feet)  COMP
 GY1382  MODELED GRAV-     979,885.2   (mgal)                       NAVD 88
 GY1382
 GY1382  VERT ORDER  -  SECOND    CLASS 0
 GY1382
 GY1382.The horizontal coordinates were scaled from a topographic map and have
 GY1382.an estimated accuracy of +/- 6 seconds.
 GY1382
 GY1382.The orthometric height was determined by differential leveling
 GY1382.and adjusted by the National Geodetic Survey in June 1991..
 GY1382
 GY1382.The geoid height was determined by GEOID03.
 GY1382
 GY1382.The dynamic height is computed by dividing the NAVD 88
 GY1382.geopotential number by the normal gravity value computed on the
 GY1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1382.degrees latitude (g = 980.6199 gals.).
 GY1382
 GY1382.The modeled gravity was interpolated from observed gravity values.
 GY1382
 GY1382;                    North         East    Units  Estimated Accuracy
 GY1382;SPC KY1Z     - 1,176,520.    1,759,390.      MT  (+/- 180 meters Scaled)
 GY1382
 GY1382                          SUPERSEDED SURVEY CONTROL
 GY1382
 GY1382  NGVD 29 (??/??/92)  204.737  (m)          671.71   (f) ADJ UNCH    2 0
 GY1382
 GY1382.Superseded values are not recommended for survey control.
 GY1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1382.See file dsdata.txt to determine how the superseded data were derived.
 GY1382
 GY1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB416947(NAD 83)
 GY1382_MARKER: DB = BENCH MARK DISK
 GY1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1382_STAMPING: J 302 1952 671.708
 GY1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1382+STABILITY: SURFACE MOTION
 GY1382
 GY1382  HISTORY     - Date     Condition        Report By
 GY1382  HISTORY     - 1952     MONUMENTED       CGS
 GY1382  HISTORY     - 1955     GOOD             NGS
 GY1382  HISTORY     - 19970617 MARK NOT FOUND   KYDT
 GY1382
 GY1382                          STATION DESCRIPTION
 GY1382
 GY1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1382'1.9 MI NW FROM NIPPA.
 GY1382'0.6 MILE NORTH ALONG U.S. HIGHWAY 23 FROM THE TOMS CREEK BAPTIST
 GY1382'CHURCH AT NIPPA, THENCE 1.3 MILES NORTHWEST FROM CASTLES CASH
 GY1382'STORE ALONG A BLACK TOP ROAD, 0.25 MILE SOUTH OF A CONCRETE
 GY1382'BLOCK CHURCH, 0.55 MILE SOUTH OF A CHURCH AND SCHOOL AT STAMBAUGH,
 GY1382'ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND
 GY1382'NORTH, AT THE SOUTHEAST END OF A CUT, 81 FEET NORTH AND ACROSS
 GY1382'ROAD FROM A GARAGE, ABOUT 100 YARDS SOUTH OF A HILL TOP CEMETERY,
 GY1382'36 FEET NORTHEAST OF THE CENTER LINE OF ROAD, 32 FEET NORTH
 GY1382'NORTHEAST OF A 30-INCH PIPE CULVERT, 7 FEET NORTHWEST OF THE
 GY1382'CENTER OF A FARM GATE, 1.5 FEET NORTHWEST OF A WHITE WITNESS
 GY1382'POST, ABOUT 2 FEET ABOVE THE LEVEL OF ROAD.
 GY1382
 GY1382                          STATION RECOVERY (1997)
 GY1382
 GY1382'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0916 ***********************************************************************
 HY0916  DESIGNATION -  J 303
 HY0916  PID         -  HY0916
 HY0916  STATE/COUNTY-  KY/LAWRENCE
 HY0916  USGS QUAD   -  ADAMS (1993)
 HY0916
 HY0916                         *CURRENT SURVEY CONTROL
 HY0916  ___________________________________________________________________
 HY0916* NAD 83(1986)-  38 03 37.     (N)    082 41 17.     (W)     SCALED    
 HY0916* NAVD 88     -       192.382  (meters)     631.17   (feet)  ADJUSTED  
 HY0916  ___________________________________________________________________
 HY0916  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HY0916  DYNAMIC HT  -         192.245 (meters)     630.72  (feet)  COMP
 HY0916  MODELED GRAV-     979,912.3   (mgal)                       NAVD 88
 HY0916
 HY0916  VERT ORDER  -  SECOND    CLASS 0
 HY0916
 HY0916.The horizontal coordinates were scaled from a topographic map and have
 HY0916.an estimated accuracy of +/- 6 seconds.
 HY0916
 HY0916.The orthometric height was determined by differential leveling
 HY0916.and adjusted by the National Geodetic Survey in June 1991..
 HY0916
 HY0916.The geoid height was determined by GEOID03.
 HY0916
 HY0916.The dynamic height is computed by dividing the NAVD 88
 HY0916.geopotential number by the normal gravity value computed on the
 HY0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0916.degrees latitude (g = 980.6199 gals.).
 HY0916
 HY0916.The modeled gravity was interpolated from observed gravity values.
 HY0916
 HY0916;                    North         East    Units  Estimated Accuracy
 HY0916;SPC KY1Z     - 1,196,070.    1,768,650.      MT  (+/- 180 meters Scaled)
 HY0916
 HY0916                          SUPERSEDED SURVEY CONTROL
 HY0916
 HY0916  NGVD 29 (??/??/92)  192.592  (m)          631.86   (f) ADJ UNCH    2 0
 HY0916
 HY0916.Superseded values are not recommended for survey control.
 HY0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0916.See file dsdata.txt to determine how the superseded data were derived.
 HY0916
 HY0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC519138(NAD 83)
 HY0916_MARKER: DB = BENCH MARK DISK
 HY0916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0916_SP_SET: ABUTMENT
 HY0916_STAMPING: J 303 1952 631.862
 HY0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0916
 HY0916  HISTORY     - Date     Condition        Report By
 HY0916  HISTORY     - 1952     MONUMENTED       CGS
 HY0916  HISTORY     - 1955     GOOD             NGS
 HY0916  HISTORY     - 19960729 MARK NOT FOUND   KYDT
 HY0916
 HY0916                          STATION DESCRIPTION
 HY0916
 HY0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0916'7.7 MI SW FROM LOUISA.
 HY0916'1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 23 FROM THE RAILROAD
 HY0916'STATION AT LOUISA, THENCE SOUTHWEST ALONG STATE HIGHWAY 32 FOR
 HY0916'6.1 MILES, 120 YARDS SOUTHWEST OF A SIDE ROAD LEADING SOUTHEAST,
 HY0916'AT A CONCRETE BRIDGE OVER LITTLE BLAINE CREEK, IN THE TOP OF THE
 HY0916'SOUTH END OF THE WEST ABUTMENT, 13 FEET SOUTH OF THE CENTER
 HY0916'LINE OF HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 HY0916
 HY0916                          STATION RECOVERY (1996)
 HY0916
 HY0916'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 HY0916'A NEW CONCRETE BRIDGE WAS BUILT AT THIS LOCATION IN 1988, CONSIDER
 HY0916'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1707 ***********************************************************************
 GY1707  DESIGNATION -  J 304
 GY1707  PID         -  GY1707
 GY1707  STATE/COUNTY-  KY/LAWRENCE
 GY1707  USGS QUAD   -  RICHARDSON (1992)
 GY1707
 GY1707                         *CURRENT SURVEY CONTROL
 GY1707  ___________________________________________________________________
 GY1707* NAD 83(1986)-  37 55 43.     (N)    082 41 28.     (W)     SCALED    
 GY1707* NAVD 88     -       184.018  (meters)     603.73   (feet)  ADJUSTED  
 GY1707  ___________________________________________________________________
 GY1707  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GY1707  DYNAMIC HT  -         183.885 (meters)     603.30  (feet)  COMP
 GY1707  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 GY1707
 GY1707  VERT ORDER  -  SECOND    CLASS 0
 GY1707
 GY1707.The horizontal coordinates were scaled from a topographic map and have
 GY1707.an estimated accuracy of +/- 6 seconds.
 GY1707
 GY1707.The orthometric height was determined by differential leveling
 GY1707.and adjusted by the National Geodetic Survey in June 1991..
 GY1707
 GY1707.The geoid height was determined by GEOID03.
 GY1707
 GY1707.The dynamic height is computed by dividing the NAVD 88
 GY1707.geopotential number by the normal gravity value computed on the
 GY1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1707.degrees latitude (g = 980.6199 gals.).
 GY1707
 GY1707.The modeled gravity was interpolated from observed gravity values.
 GY1707
 GY1707;                    North         East    Units  Estimated Accuracy
 GY1707;SPC KY1Z     - 1,181,450.    1,768,860.      MT  (+/- 180 meters Scaled)
 GY1707
 GY1707                          SUPERSEDED SURVEY CONTROL
 GY1707
 GY1707  NGVD 29 (??/??/92)  184.227  (m)          604.42   (f) ADJ UNCH    2 0
 GY1707
 GY1707.Superseded values are not recommended for survey control.
 GY1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1707.See file dsdata.txt to determine how the superseded data were derived.
 GY1707
 GY1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB513992(NAD 83)
 GY1707_MARKER: DB = BENCH MARK DISK
 GY1707_SETTING: 66 = SET IN ROCK OUTCROP
 GY1707_SP_SET: ROCK LEDGE
 GY1707_STAMPING: J 304 1952 604.418
 GY1707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1707+STABILITY: POSITION/ELEVATION WELL
 GY1707
 GY1707  HISTORY     - Date     Condition        Report By
 GY1707  HISTORY     - 1952     MONUMENTED       CGS
 GY1707  HISTORY     - 1971     GOOD             NGS
 GY1707
 GY1707                          STATION DESCRIPTION
 GY1707
 GY1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GY1707'2.2 MI NE FROM LOWMANSVILLE.
 GY1707'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS ABOUT
 GY1707'2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 23 RE-LOCATED FROM THE
 GY1707'SCHOOL AT LOWMANSVILLE, ABOUT 0.1 OF A MILE EAST ALONG OLD U.S.
 GY1707'HIGHWAY 23 FROM THE POST OFFICE IN THE HAMLET OF ULYSSES, 160 FEET
 GY1707'NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 23 RE-LOCATED, 93
 GY1707'FEET NORTH-NORTHEAST AND ACROSS THE OLD HIGHWAY FROM A 12-INCH
 GY1707'BLACK WALNUT TREE, 89 FEET WEST AND ACROSS A GRADED ROAD FROM THE
 GY1707'WEST END OF A CONCRETE CULVERT, 70 FEET WEST AND ACROSS A GRADED
 GY1707'ROAD FROM A GUYED TELEPHONE POLE, 50 FEET NORTHWEST OF THE
 GY1707'APPROXIMATE CENTER OF THE INTERSECTION OF OLD U.S. HIGHWAY
 GY1707'23 AND A GRADED ROAD, 32 FEET WEST OF THE APPROXIMATE CENTER OF A
 GY1707'GRADED ROAD, 31 FEET NORTH OF THE APPROXIMATE CENTER OF OLD U.S.
 GY1707'HIGHWAY 23, AND 1.4 FEET NORTHWEST OF A METAL WITNESS POST AND
 GY1707'SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A SHELF
 GY1707'IN A SANDSTONE LEDGE ABOUT 2.5 FEET ABOVE THE LEVEL OF THE
 GY1707'HIGHWAY, AND THE DISK IS STAMPED J 304 1952 604.418.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2182 ***********************************************************************
 GY2182  DESIGNATION -  J 305
 GY2182  PID         -  GY2182
 GY2182  STATE/COUNTY-  KY/KNOTT
 GY2182  USGS QUAD   -  VEST (1992)
 GY2182
 GY2182                         *CURRENT SURVEY CONTROL
 GY2182  ___________________________________________________________________
 GY2182* NAD 83(1986)-  37 23 06.     (N)    083 05 35.     (W)     SCALED    
 GY2182* NAVD 88     -       286.174  (meters)     938.89   (feet)  ADJUSTED  
 GY2182  ___________________________________________________________________
 GY2182  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GY2182  DYNAMIC HT  -         285.948 (meters)     938.15  (feet)  COMP
 GY2182  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 GY2182
 GY2182  VERT ORDER  -  SECOND    CLASS 0
 GY2182
 GY2182.The horizontal coordinates were scaled from a topographic map and have
 GY2182.an estimated accuracy of +/- 6 seconds.
 GY2182
 GY2182.The orthometric height was determined by differential leveling
 GY2182.and adjusted by the National Geodetic Survey in June 1991..
 GY2182
 GY2182.The geoid height was determined by GEOID03.
 GY2182
 GY2182.The dynamic height is computed by dividing the NAVD 88
 GY2182.geopotential number by the normal gravity value computed on the
 GY2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2182.degrees latitude (g = 980.6199 gals.).
 GY2182
 GY2182.The modeled gravity was interpolated from observed gravity values.
 GY2182
 GY2182;                    North         East    Units  Estimated Accuracy
 GY2182;SPC KY1Z     - 1,120,070.    1,735,260.      MT  (+/- 180 meters Scaled)
 GY2182
 GY2182                          SUPERSEDED SURVEY CONTROL
 GY2182
 GY2182  NGVD 29 (??/??/92)  286.336  (m)          939.42   (f) ADJ UNCH    2 0
 GY2182
 GY2182.Superseded values are not recommended for survey control.
 GY2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2182.See file dsdata.txt to determine how the superseded data were derived.
 GY2182
 GY2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB147396(NAD 83)
 GY2182_MARKER: DB = BENCH MARK DISK
 GY2182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2182_SP_SET: CULVERT
 GY2182_STAMPING: J 305 1952 939.421
 GY2182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2182+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997
 GY2182
 GY2182  HISTORY     - Date     Condition        Report By
 GY2182  HISTORY     - 1952     MONUMENTED       CGS
 GY2182  HISTORY     - 1956     GOOD             NGS
 GY2182  HISTORY     - 19970211 GOOD             KYDT
 GY2182
 GY2182                          STATION DESCRIPTION
 GY2182
 GY2182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2182'5.6 MI E FROM ARY.
 GY2182'5.55 MILES EAST ALONG A ROAD FOLLOWING BALLS BRANCH FROM THE
 GY2182'JUNCTION OF STATE HIGHWAY 15 AND HIGHWAY BRIDGE OVER BALLS FORK
 GY2182'AT ARY, SET IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL OF A
 GY2182'SKEW 6-FOOT CONCRETE CULVERT FOR ZACH BRANCH, 12 FEET NORTH OF
 GY2182'THE CENTER OF ROAD AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
 GY2182
 GY2182                          STATION RECOVERY (1997)
 GY2182
 GY2182'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY2182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2209 ***********************************************************************
 GY2209  DESIGNATION -  J 306
 GY2209  PID         -  GY2209
 GY2209  STATE/COUNTY-  KY/BREATHITT
 GY2209  USGS QUAD   -  NOBLE (1976)
 GY2209
 GY2209                         *CURRENT SURVEY CONTROL
 GY2209  ___________________________________________________________________
 GY2209* NAD 83(1986)-  37 27 07.     (N)    083 11 21.     (W)     SCALED    
 GY2209* NAVD 88     -       249.624  (meters)     818.97   (feet)  ADJUSTED  
 GY2209  ___________________________________________________________________
 GY2209  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GY2209  DYNAMIC HT  -         249.431 (meters)     818.34  (feet)  COMP
 GY2209  MODELED GRAV-     979,850.8   (mgal)                       NAVD 88
 GY2209
 GY2209  VERT ORDER  -  SECOND    CLASS 0
 GY2209
 GY2209.The horizontal coordinates were scaled from a topographic map and have
 GY2209.an estimated accuracy of +/- 6 seconds.
 GY2209
 GY2209.The orthometric height was determined by differential leveling
 GY2209.and adjusted by the National Geodetic Survey in June 1991..
 GY2209
 GY2209.The geoid height was determined by GEOID03.
 GY2209
 GY2209.The dynamic height is computed by dividing the NAVD 88
 GY2209.geopotential number by the normal gravity value computed on the
 GY2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2209.degrees latitude (g = 980.6199 gals.).
 GY2209
 GY2209.The modeled gravity was interpolated from observed gravity values.
 GY2209
 GY2209;                    North         East    Units  Estimated Accuracy
 GY2209;SPC KY1Z     - 1,127,260.    1,726,540.      MT  (+/- 180 meters Scaled)
 GY2209
 GY2209                          SUPERSEDED SURVEY CONTROL
 GY2209
 GY2209  NGVD 29 (??/??/92)  249.788  (m)          819.51   (f) ADJ UNCH    2 0
 GY2209
 GY2209.Superseded values are not recommended for survey control.
 GY2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2209.See file dsdata.txt to determine how the superseded data were derived.
 GY2209
 GY2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB063472(NAD 83)
 GY2209_MARKER: DB = BENCH MARK DISK
 GY2209_SETTING: 66 = SET IN ROCK OUTCROP
 GY2209_SP_SET: ROCK CUT
 GY2209_STAMPING: J 306 1952 819.513
 GY2209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2209+STABILITY: POSITION/ELEVATION WELL
 GY2209
 GY2209  HISTORY     - Date     Condition        Report By
 GY2209  HISTORY     - 1952     MONUMENTED       CGS
 GY2209  HISTORY     - 1956     GOOD             NGS
 GY2209
 GY2209                          STATION DESCRIPTION
 GY2209
 GY2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2209'AT NOBLE.
 GY2209'AT NOBLE, 130 YARDS NORTHEAST ALONG ROAD FOLLOWING BUCKHORN
 GY2209'CREEK FROM THE POST OFFICE, SET VERTICALLY IN THE NORTHWEST
 GY2209'FACE AND NEAR THE CENTER OF AN 8-FOOT HIGH SOLID ROCK CUT, 15
 GY2209'FEET SOUTHEAST OF CENTER OF ROAD AND ABOUT 2.5 FEET ABOVE LEVEL
 GY2209'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2067 ***********************************************************************
 GY2067  DESIGNATION -  J 307
 GY2067  PID         -  GY2067
 GY2067  STATE/COUNTY-  KY/KNOTT
 GY2067  USGS QUAD   -  CARRIE (1992)
 GY2067
 GY2067                         *CURRENT SURVEY CONTROL
 GY2067  ___________________________________________________________________
 GY2067* NAD 83(1986)-  37 19 54.     (N)    083 00 14.     (W)     SCALED    
 GY2067* NAVD 88     -       307.382  (meters)    1008.47   (feet)  ADJUSTED  
 GY2067  ___________________________________________________________________
 GY2067  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GY2067  DYNAMIC HT  -         307.134 (meters)    1007.66  (feet)  COMP
 GY2067  MODELED GRAV-     979,817.7   (mgal)                       NAVD 88
 GY2067
 GY2067  VERT ORDER  -  SECOND    CLASS 0
 GY2067
 GY2067.The horizontal coordinates were scaled from a topographic map and have
 GY2067.an estimated accuracy of +/- 6 seconds.
 GY2067
 GY2067.The orthometric height was determined by differential leveling
 GY2067.and adjusted by the National Geodetic Survey in June 1991..
 GY2067
 GY2067.The geoid height was determined by GEOID03.
 GY2067
 GY2067.The dynamic height is computed by dividing the NAVD 88
 GY2067.geopotential number by the normal gravity value computed on the
 GY2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2067.degrees latitude (g = 980.6199 gals.).
 GY2067
 GY2067.The modeled gravity was interpolated from observed gravity values.
 GY2067
 GY2067;                    North         East    Units  Estimated Accuracy
 GY2067;SPC KY1Z     - 1,114,380.    1,743,320.      MT  (+/- 180 meters Scaled)
 GY2067
 GY2067                          SUPERSEDED SURVEY CONTROL
 GY2067
 GY2067  NGVD 29 (??/??/92)  307.543  (m)         1009.00   (f) ADJ UNCH    2 0
 GY2067
 GY2067.Superseded values are not recommended for survey control.
 GY2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2067.See file dsdata.txt to determine how the superseded data were derived.
 GY2067
 GY2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB224335(NAD 83)
 GY2067_MARKER: DB = BENCH MARK DISK
 GY2067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2067_SP_SET: CULVERT
 GY2067_STAMPING: J 307 1952 1008.997
 GY2067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2067
 GY2067  HISTORY     - Date     Condition        Report By
 GY2067  HISTORY     - 1952     MONUMENTED       CGS
 GY2067  HISTORY     - 1956     GOOD             NGS
 GY2067  HISTORY     - 19960610 MARK NOT FOUND   KYDT
 GY2067
 GY2067                          STATION DESCRIPTION
 GY2067
 GY2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2067'1.7 MI W FROM HINDMAN.
 GY2067'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 80 FROM THE COURT
 GY2067'HOUSE AT HINDMAN, ABOUT 0.45 MILE SOUTHEAST OF JUNCTION OF
 GY2067'A ROAD NORTH TO VEST AND A BRIDGE OVER OGDEN BRANCH, IN THE
 GY2067'TOP AND 2 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD
 GY2067'WALL OF A 3-FOOT CONCRETE AND STONE CULVERT, 10 FEET EAST OF
 GY2067'CENTER LINE OF HIGHWAY AND ABOUT 1/4 FOOT ABOVE LEVEL OF HIGHWAY.
 GY2067
 GY2067                          STATION RECOVERY (1956)
 GY2067
 GY2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2067'RECOVERED IN GOOD CONDITION.
 GY2067
 GY2067                          STATION RECOVERY (1996)
 GY2067
 GY2067'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2067'THIS CULVERT HAS BEEN REPLACED IN PREVIOUS YEARS, NO SIGN OF RESET,
 GY2067'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2191 ***********************************************************************
 GY2191  DESIGNATION -  J 308
 GY2191  PID         -  GY2191
 GY2191  STATE/COUNTY-  KY/KNOTT
 GY2191  USGS QUAD   -  VEST (1992)
 GY2191
 GY2191                         *CURRENT SURVEY CONTROL
 GY2191  ___________________________________________________________________
 GY2191* NAD 83(1986)-  37 27 38.     (N)    083 02 37.     (W)     SCALED    
 GY2191* NAVD 88     -       291.960  (meters)     957.87   (feet)  ADJUSTED  
 GY2191  ___________________________________________________________________
 GY2191  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GY2191  DYNAMIC HT  -         291.730 (meters)     957.12  (feet)  COMP
 GY2191  MODELED GRAV-     979,836.9   (mgal)                       NAVD 88
 GY2191
 GY2191  VERT ORDER  -  SECOND    CLASS 0
 GY2191
 GY2191.The horizontal coordinates were scaled from a topographic map and have
 GY2191.an estimated accuracy of +/- 6 seconds.
 GY2191
 GY2191.The orthometric height was determined by differential leveling
 GY2191.and adjusted by the National Geodetic Survey in June 1991..
 GY2191
 GY2191.The geoid height was determined by GEOID03.
 GY2191
 GY2191.The dynamic height is computed by dividing the NAVD 88
 GY2191.geopotential number by the normal gravity value computed on the
 GY2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2191.degrees latitude (g = 980.6199 gals.).
 GY2191
 GY2191.The modeled gravity was interpolated from observed gravity values.
 GY2191
 GY2191;                    North         East    Units  Estimated Accuracy
 GY2191;SPC KY1Z     - 1,128,570.    1,739,390.      MT  (+/- 180 meters Scaled)
 GY2191
 GY2191                          SUPERSEDED SURVEY CONTROL
 GY2191
 GY2191  NGVD 29 (??/??/92)  292.119  (m)          958.39   (f) ADJ UNCH    2 0
 GY2191
 GY2191.Superseded values are not recommended for survey control.
 GY2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2191.See file dsdata.txt to determine how the superseded data were derived.
 GY2191
 GY2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB192479(NAD 83)
 GY2191_MARKER: DB = BENCH MARK DISK
 GY2191_SETTING: 66 = SET IN ROCK OUTCROP
 GY2191_SP_SET: ROCK OUTCROP
 GY2191_STAMPING: J 308 1952 958.394
 GY2191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2191+STABILITY: POSITION/ELEVATION WELL
 GY2191
 GY2191  HISTORY     - Date     Condition        Report By
 GY2191  HISTORY     - 1952     MONUMENTED       CGS
 GY2191  HISTORY     - 1956     GOOD             NGS
 GY2191
 GY2191                          STATION DESCRIPTION
 GY2191
 GY2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2191'1.4 MI NW FROM ELMROCK.
 GY2191'1.35 MILES NORTHWEST ALONG A ROUGH ROAD FOLLOWING LAUREL FORK OF
 GY2191'QUICKSAND CREEK FROM THE POST OFFICE AT ELMROCK, IN THE TOP AND
 GY2191'1 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF A LARGE OUTCROP OF
 GY2191'ROCK BETWEEN ROAD AND CREEK, 7 FEET SOUTHWEST OF CENTER OF ROAD,
 GY2191'60 FEET NORTHEAST OF CENTER OF CREEK BED, ABOUT 8 FEET ABOVE
 GY2191'LEVEL OF CREEK BED AND 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1282 ***********************************************************************
 GY1282  DESIGNATION -  J 309
 GY1282  PID         -  GY1282
 GY1282  STATE/COUNTY-  KY/KNOTT
 GY1282  USGS QUAD   -  HANDSHOE (1992)
 GY1282
 GY1282                         *CURRENT SURVEY CONTROL
 GY1282  ___________________________________________________________________
 GY1282* NAD 83(1986)-  37 28 13.     (N)    082 54 35.     (W)     SCALED    
 GY1282* NAVD 88     -       249.417  (meters)     818.30   (feet)  POSTED    
 GY1282  ___________________________________________________________________
 GY1282  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GY1282  DYNAMIC HT  -         249.220 (meters)     817.65  (feet)  COMP
 GY1282  MODELED GRAV-     979,831.8   (mgal)                       NAVD 88
 GY1282
 GY1282  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GY1282
 GY1282.The horizontal coordinates were scaled from a topographic map and have
 GY1282.an estimated accuracy of +/- 6 seconds.
 GY1282
 GY1282.The orthometric height was determined by differential leveling
 GY1282.and adjusted by the National Geodetic Survey in 1992..
 GY1282.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GY1282.rate of 2.1 thru 3.0 mm/km.
 GY1282
 GY1282.The geoid height was determined by GEOID03.
 GY1282
 GY1282.The dynamic height is computed by dividing the NAVD 88
 GY1282.geopotential number by the normal gravity value computed on the
 GY1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1282.degrees latitude (g = 980.6199 gals.).
 GY1282
 GY1282.The modeled gravity was interpolated from observed gravity values.
 GY1282
 GY1282;                    North         East    Units  Estimated Accuracy
 GY1282;SPC KY1Z     - 1,130,000.    1,751,200.      MT  (+/- 180 meters Scaled)
 GY1282
 GY1282                          SUPERSEDED SURVEY CONTROL
 GY1282
 GY1282  NGVD 29 (??/??/92)  249.583  (m)          818.84   (f) ADJ UNCH    2 0
 GY1282
 GY1282.Superseded values are not recommended for survey control.
 GY1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1282.See file dsdata.txt to determine how the superseded data were derived.
 GY1282
 GY1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB311487(NAD 83)
 GY1282_MARKER: DB = BENCH MARK DISK
 GY1282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1282_SP_SET: CULVERT
 GY1282_STAMPING: J 309 1952 818.840
 GY1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1282
 GY1282  HISTORY     - Date     Condition        Report By
 GY1282  HISTORY     - 1952     MONUMENTED       CGS
 GY1282  HISTORY     - 1956     GOOD             NGS
 GY1282
 GY1282                          STATION DESCRIPTION
 GY1282
 GY1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1282'0.2 MI W FROM HANDSHOE.
 GY1282'0.25 MILE WEST ALONG A ROUGH ROAD FROM THE POST OFFICE AND STORE
 GY1282'AT HANDSHOE, ABOUT 0.2 MILE NORTHEAST OF SNAG FORK SCHOOL AND
 GY1282'MOUTH OF SNAG FORK, IN THE TOP OF THE CENTER OF THE NORTH STONE
 GY1282'HEAD WALL OF A 24-INCH PIPE CULVERT, 14 FEET NORTH OF CENTER
 GY1282'OF ROAD, AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1085 ***********************************************************************
 HZ1085  DESIGNATION -  J 31
 HZ1085  PID         -  HZ1085
 HZ1085  STATE/COUNTY-  KY/OLDHAM
 HZ1085  USGS QUAD   -  LA GRANGE (1993)
 HZ1085
 HZ1085                         *CURRENT SURVEY CONTROL
 HZ1085  ___________________________________________________________________
 HZ1085* NAD 83(1986)-  38 27 24.     (N)    085 24 55.     (W)     SCALED    
 HZ1085* NAVD 88     -       244.087  (meters)     800.81   (feet)  ADJUSTED  
 HZ1085  ___________________________________________________________________
 HZ1085  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HZ1085  DYNAMIC HT  -         243.925 (meters)     800.28  (feet)  COMP
 HZ1085  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 HZ1085
 HZ1085  VERT ORDER  -  SECOND    CLASS 0
 HZ1085
 HZ1085.The horizontal coordinates were scaled from a topographic map and have
 HZ1085.an estimated accuracy of +/- 6 seconds.
 HZ1085
 HZ1085.The orthometric height was determined by differential leveling
 HZ1085.and adjusted by the National Geodetic Survey in June 1991..
 HZ1085
 HZ1085.The geoid height was determined by GEOID03.
 HZ1085
 HZ1085.The dynamic height is computed by dividing the NAVD 88
 HZ1085.geopotential number by the normal gravity value computed on the
 HZ1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1085.degrees latitude (g = 980.6199 gals.).
 HZ1085
 HZ1085.The modeled gravity was interpolated from observed gravity values.
 HZ1085
 HZ1085;                    North         East    Units  Estimated Accuracy
 HZ1085;SPC KY1Z     - 1,235,710.    1,529,220.      MT  (+/- 180 meters Scaled)
 HZ1085
 HZ1085                          SUPERSEDED SURVEY CONTROL
 HZ1085
 HZ1085  NGVD 29 (??/??/92)  244.249  (m)          801.34   (f) ADJ UNCH    2 0
 HZ1085
 HZ1085.Superseded values are not recommended for survey control.
 HZ1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1085.See file dsdata.txt to determine how the superseded data were derived.
 HZ1085
 HZ1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH382576(NAD 83)
 HZ1085_MARKER: DB = BENCH MARK DISK
 HZ1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1085_STAMPING: J 31 1934
 HZ1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1085+STABILITY: SURFACE MOTION
 HZ1085
 HZ1085  HISTORY     - Date     Condition        Report By
 HZ1085  HISTORY     - 1934     MONUMENTED       CGS
 HZ1085  HISTORY     - 1953     MARK NOT FOUND   NGS
 HZ1085
 HZ1085                          STATION DESCRIPTION
 HZ1085
 HZ1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1085'4.1 MI NW FROM LAGRANGE.
 HZ1085'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 53 FROM THE COUNTY
 HZ1085'COURTHOUSE AT LAGRANGE, OLDHAM COUNTY, AT THE EAST JUNCTION OF
 HZ1085'U.S. HIGHWAY 42, 91 YARDS SOUTH OF THE CENTERLINE OF U.S.
 HZ1085'HIGHWAY 42, 84 FEET SOUTH OF THE SOUTH POINT OF THE JUNCTION
 HZ1085'TRIANGLE, AT THE TOP OF A BANK, 34.9 FEET EAST OF THE CENTERLINE
 HZ1085'OF STATE HIGHWAY 53, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
 HZ1085'A STANDARD DISK, STAMPED J 31 1934 AND SET IN THE TOP OF A
 HZ1085'CONCRETE POST.
 HZ1085
 HZ1085                          STATION RECOVERY (1953)
 HZ1085
 HZ1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HZ1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0952 ***********************************************************************
 HY0952  DESIGNATION -  J 310
 HY0952  PID         -  HY0952
 HY0952  STATE/COUNTY-  KY/LAWRENCE
 HY0952  USGS QUAD   -  LOUISA (1993)
 HY0952
 HY0952                         *CURRENT SURVEY CONTROL
 HY0952  ___________________________________________________________________
 HY0952* NAD 83(1986)-  38 01 25.     (N)    082 33 09.     (W)     SCALED    
 HY0952* NAVD 88     -       176.326  (meters)     578.50   (feet)  ADJUSTED  
 HY0952  ___________________________________________________________________
 HY0952  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HY0952  DYNAMIC HT  -         176.200 (meters)     578.08  (feet)  COMP
 HY0952  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 HY0952
 HY0952  VERT ORDER  -  SECOND    CLASS 0
 HY0952
 HY0952.The horizontal coordinates were scaled from a topographic map and have
 HY0952.an estimated accuracy of +/- 6 seconds.
 HY0952
 HY0952.The orthometric height was determined by differential leveling
 HY0952.and adjusted by the National Geodetic Survey in June 1991..
 HY0952
 HY0952.The geoid height was determined by GEOID03.
 HY0952
 HY0952.The dynamic height is computed by dividing the NAVD 88
 HY0952.geopotential number by the normal gravity value computed on the
 HY0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0952.degrees latitude (g = 980.6199 gals.).
 HY0952
 HY0952.The modeled gravity was interpolated from observed gravity values.
 HY0952
 HY0952;                    North         East    Units  Estimated Accuracy
 HY0952;SPC KY1Z     - 1,192,400.    1,780,670.      MT  (+/- 180 meters Scaled)
 HY0952
 HY0952                          SUPERSEDED SURVEY CONTROL
 HY0952
 HY0952  NGVD 29 (??/??/92)  176.547  (m)          579.22   (f) ADJ UNCH    2 0
 HY0952
 HY0952.Superseded values are not recommended for survey control.
 HY0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0952.See file dsdata.txt to determine how the superseded data were derived.
 HY0952
 HY0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC637095(NAD 83)
 HY0952_MARKER: DB = BENCH MARK DISK
 HY0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0952_STAMPING: J 310 1952 579.221
 HY0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0952+STABILITY: SURFACE MOTION
 HY0952
 HY0952  HISTORY     - Date     Condition        Report By
 HY0952  HISTORY     - 1952     MONUMENTED       CGS
 HY0952  HISTORY     - 1955     GOOD             NGS
 HY0952
 HY0952                          STATION DESCRIPTION
 HY0952
 HY0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0952'4 MI NW FROM CLIFFORD.
 HY0952'2.85 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT CLIFFORD,
 HY0952'THENCE 1.2 MILES WEST AND SOUTHWEST ALONG A DIRT ROAD, ON THE
 HY0952'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND NORTH
 HY0952'NORTHEAST, AT THE SOUTHWEST END OF A CUT, 130 YARDS NORTHEAST
 HY0952'OF A SMALL HOUSE WITH RED TAR PAPER ROOF, 30 YARDS SOUTHWEST OF
 HY0952'AN OLD SAW MILL SITE, 17 FEET SOUTHEAST OF THE CENTER OF ROAD,
 HY0952'6 FEET NORTH OF THE CENTER OF A DRY WASH, 1.5 FEET WEST OF A
 HY0952'WHITE WITNESS POST, 2.5 FEET ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1663 ***********************************************************************
 GY1663  DESIGNATION -  J 311
 GY1663  PID         -  GY1663
 GY1663  STATE/COUNTY-  KY/MARTIN
 GY1663  USGS QUAD   -  OFFUTT (1992)
 GY1663
 GY1663                         *CURRENT SURVEY CONTROL
 GY1663  ___________________________________________________________________
 GY1663* NAD 83(1986)-  37 51 41.     (N)    082 37 57.     (W)     SCALED    
 GY1663* NAVD 88     -       216.895  (meters)     711.60   (feet)  ADJUSTED  
 GY1663  ___________________________________________________________________
 GY1663  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GY1663  DYNAMIC HT  -         216.734 (meters)     711.07  (feet)  COMP
 GY1663  MODELED GRAV-     979,883.7   (mgal)                       NAVD 88
 GY1663
 GY1663  VERT ORDER  -  SECOND    CLASS 0
 GY1663
 GY1663.The horizontal coordinates were scaled from a topographic map and have
 GY1663.an estimated accuracy of +/- 6 seconds.
 GY1663
 GY1663.The orthometric height was determined by differential leveling
 GY1663.and adjusted by the National Geodetic Survey in June 1991..
 GY1663
 GY1663.The geoid height was determined by GEOID03.
 GY1663
 GY1663.The dynamic height is computed by dividing the NAVD 88
 GY1663.geopotential number by the normal gravity value computed on the
 GY1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1663.degrees latitude (g = 980.6199 gals.).
 GY1663
 GY1663.The modeled gravity was interpolated from observed gravity values.
 GY1663
 GY1663;                    North         East    Units  Estimated Accuracy
 GY1663;SPC KY1Z     - 1,174,170.    1,774,260.      MT  (+/- 180 meters Scaled)
 GY1663
 GY1663                          SUPERSEDED SURVEY CONTROL
 GY1663
 GY1663  NGVD 29 (??/??/92)  217.104  (m)          712.28   (f) ADJ UNCH    2 0
 GY1663
 GY1663.Superseded values are not recommended for survey control.
 GY1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1663.See file dsdata.txt to determine how the superseded data were derived.
 GY1663
 GY1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB563916(NAD 83)
 GY1663_MARKER: DB = BENCH MARK DISK
 GY1663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1663_SP_SET: CULVERT
 GY1663_STAMPING: J 311 1952 712.282
 GY1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1663
 GY1663  HISTORY     - Date     Condition        Report By
 GY1663  HISTORY     - 1952     MONUMENTED       CGS
 GY1663  HISTORY     - 1955     GOOD             NGS
 GY1663  HISTORY     - 20011227 POOR             KYDT
 GY1663
 GY1663                          STATION DESCRIPTION
 GY1663
 GY1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1663'2.4 MI W FROM TOMAHAWK.
 GY1663'2.45 MILES WEST ALONG STATE HIGHWAY 40 FROM THE SCHOOL AT
 GY1663'TOMAHAWK, 74 FEET WEST OF THE CENTER OF THE JUNCTION OF HIGHWAY
 GY1663'AND DRIVE NORTHWEST TO A LOG HOUSE, 17 FEET NORTHWEST OF THE
 GY1663'CENTER LINE OF HIGHWAY, IN THE TOP OF THE SOUTHWEST END OF THE
 GY1663'NORTHWEST CONCRETE HEAD WALL OF 4-FOOT BOX CULVERT UNDER
 GY1663'HIGHWAY, ABOUT LEVEL WITH HIGHWAY.
 GY1663
 GY1663                          STATION RECOVERY (2001)
 GY1663
 GY1663'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1663'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1647 ***********************************************************************
 GY1647  DESIGNATION -  J 312
 GY1647  PID         -  GY1647
 GY1647  STATE/COUNTY-  KY/MARTIN
 GY1647  USGS QUAD   -  INEZ (1992)
 GY1647
 GY1647                         *CURRENT SURVEY CONTROL
 GY1647  ___________________________________________________________________
 GY1647* NAD 83(1986)-  37 50 02.     (N)    082 32 53.     (W)     SCALED    
 GY1647* NAVD 88     -       200.217  (meters)     656.88   (feet)  ADJUSTED  
 GY1647  ___________________________________________________________________
 GY1647  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GY1647  DYNAMIC HT  -         200.070 (meters)     656.40  (feet)  COMP
 GY1647  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 GY1647
 GY1647  VERT ORDER  -  SECOND    CLASS 0
 GY1647
 GY1647.The horizontal coordinates were scaled from a topographic map and have
 GY1647.an estimated accuracy of +/- 6 seconds.
 GY1647
 GY1647.The orthometric height was determined by differential leveling
 GY1647.and adjusted by the National Geodetic Survey in June 1991..
 GY1647
 GY1647.The geoid height was determined by GEOID03.
 GY1647
 GY1647.The dynamic height is computed by dividing the NAVD 88
 GY1647.geopotential number by the normal gravity value computed on the
 GY1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1647.degrees latitude (g = 980.6199 gals.).
 GY1647
 GY1647.The modeled gravity was interpolated from observed gravity values.
 GY1647
 GY1647;                    North         East    Units  Estimated Accuracy
 GY1647;SPC KY1Z     - 1,171,370.    1,781,790.      MT  (+/- 180 meters Scaled)
 GY1647
 GY1647                          SUPERSEDED SURVEY CONTROL
 GY1647
 GY1647  NGVD 29 (??/??/92)  200.431  (m)          657.58   (f) ADJ UNCH    2 0
 GY1647
 GY1647.Superseded values are not recommended for survey control.
 GY1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1647.See file dsdata.txt to determine how the superseded data were derived.
 GY1647
 GY1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB637885(NAD 83)
 GY1647_MARKER: DB = BENCH MARK DISK
 GY1647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1647_SP_SET: CULVERT
 GY1647_STAMPING: J 312 1952 657.581
 GY1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1647+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2001
 GY1647
 GY1647  HISTORY     - Date     Condition        Report By
 GY1647  HISTORY     - 1952     MONUMENTED       CGS
 GY1647  HISTORY     - 1956     GOOD             NGS
 GY1647  HISTORY     - 20011228 GOOD             KYDT
 GY1647
 GY1647                          STATION DESCRIPTION
 GY1647
 GY1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1647'3 MI SW FROM INEZ.
 GY1647'3.0 MILES SOUTHWEST ALONG A GRAVEL ROAD FOLLOWING MIDDLE FORK FROM
 GY1647'THE COURT HOUSE AT INEZ, 1.5 MILES NORTHEAST OF THE POST OFFICE
 GY1647'AND CHURCH AT DEBORD, AT THE WEST END AND ON THE OUTSIDE OF CURVE
 GY1647'WITH TANGENTS EXTENDING WEST AND NORTH, 54 FEET EAST OF POWER POLE
 GY1647'NO. 767-53/30-A, 18 FEET SOUTH OF CENTER OF ROAD, 18 FEET WEST OF
 GY1647'THE CENTER OF DRIVE SOUTH TO A WHITE HOUSE, SET IN THE TOP OF THE
 GY1647'WEST END OF SOUTH CONCRETE HEAD WALL OF A 5-FOOT STONE CULVERT,
 GY1647'ABOUT LEVEL WITH ROAD.
 GY1647
 GY1647                          STATION RECOVERY (2001)
 GY1647
 GY1647'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1647'MARK IS 1 FOOT EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1611 ***********************************************************************
 GY1611  DESIGNATION -  J 313
 GY1611  PID         -  GY1611
 GY1611  STATE/COUNTY-  KY/MARTIN
 GY1611  USGS QUAD   -  THOMAS (1992)
 GY1611
 GY1611                         *CURRENT SURVEY CONTROL
 GY1611  ___________________________________________________________________
 GY1611* NAD 83(1986)-  37 44 10.     (N)    082 31 08.     (W)     SCALED    
 GY1611* NAVD 88     -       203.310  (meters)     667.03   (feet)  ADJUSTED  
 GY1611  ___________________________________________________________________
 GY1611  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GY1611  DYNAMIC HT  -         203.161 (meters)     666.54  (feet)  COMP
 GY1611  MODELED GRAV-     979,891.5   (mgal)                       NAVD 88
 GY1611
 GY1611  VERT ORDER  -  SECOND    CLASS 0
 GY1611
 GY1611.The horizontal coordinates were scaled from a topographic map and have
 GY1611.an estimated accuracy of +/- 6 seconds.
 GY1611
 GY1611.The orthometric height was determined by differential leveling
 GY1611.and adjusted by the National Geodetic Survey in June 1991..
 GY1611
 GY1611.The geoid height was determined by GEOID03.
 GY1611
 GY1611.The dynamic height is computed by dividing the NAVD 88
 GY1611.geopotential number by the normal gravity value computed on the
 GY1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1611.degrees latitude (g = 980.6199 gals.).
 GY1611
 GY1611.The modeled gravity was interpolated from observed gravity values.
 GY1611
 GY1611;                    North         East    Units  Estimated Accuracy
 GY1611;SPC KY1Z     - 1,160,610.    1,784,730.      MT  (+/- 180 meters Scaled)
 GY1611
 GY1611                          SUPERSEDED SURVEY CONTROL
 GY1611
 GY1611  NGVD 29 (??/??/92)  203.52   (m)          667.7    (f) COMPUTED    2 0
 GY1611
 GY1611.Superseded values are not recommended for survey control.
 GY1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1611.See file dsdata.txt to determine how the superseded data were derived.
 GY1611
 GY1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB661776(NAD 83)
 GY1611_MARKER: DB = BENCH MARK DISK
 GY1611_SETTING: 66 = SET IN ROCK OUTCROP
 GY1611_SP_SET: ROCK OUTCROP
 GY1611_STAMPING: J 313 1952 667.728
 GY1611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1611+STABILITY: POSITION/ELEVATION WELL
 GY1611
 GY1611  HISTORY     - Date     Condition        Report By
 GY1611  HISTORY     - 1952     MONUMENTED       CGS
 GY1611  HISTORY     - 1956     GOOD             NGS
 GY1611
 GY1611                          STATION DESCRIPTION
 GY1611
 GY1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1611'5 MI SW FROM MC CLURE.
 GY1611'5.0 MILES SOUTHWEST ALONG A DIRT ROAD FOLLOWING WOLF CREEK FROM
 GY1611'THE SCHOOL AT MC CLURE, 1.4 MILES WEST OF MOUTH OF MEATHOUSE
 GY1611'SCHOOL AND JUNCTION OF ROAD SOUTHEAST ALONG MEATHOUSE CREEK,
 GY1611'0.3 MILE WEST OF A DIM ROAD SOUTH ALONG MC GEE CREEK, IN THE TOP
 GY1611'OF AN OUTCROP PROJECTING OUT OF BANK, 49 FEET SOUTHEAST OF CENTER
 GY1611'OF ROAD AND CREEK AT CENTER OF CONFLUENCE OF A SMALL STREAM FROM
 GY1611'THE NORTH, 27 FEET SOUTH OF CENTER OF ROAD AND CREEK, 10 FEET
 GY1611'EAST OF A 12-INCH TRIANGLE CHISELED IN FACE OF ROCK, 15 FEET WEST
 GY1611'OF A 7-INCH ARROW CHISELED IN FACE OF ROCK AND POINTING TO MARK,
 GY1611'ABOUT 4 FEET ABOVE THE LEVEL OF ROAD AND CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0469 ***********************************************************************
 GY0469  DESIGNATION -  J 314
 GY0469  PID         -  GY0469
 GY0469  STATE/COUNTY-  KY/MARTIN
 GY0469  USGS QUAD   -  VARNEY (1992)
 GY0469
 GY0469                         *CURRENT SURVEY CONTROL
 GY0469  ___________________________________________________________________
 GY0469* NAD 83(1986)-  37 44 23.     (N)    082 26 30.     (W)     SCALED    
 GY0469* NAVD 88     -       206.368  (meters)     677.06   (feet)  ADJUSTED  
 GY0469  ___________________________________________________________________
 GY0469  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GY0469  DYNAMIC HT  -         206.216 (meters)     676.56  (feet)  COMP
 GY0469  MODELED GRAV-     979,890.3   (mgal)                       NAVD 88
 GY0469
 GY0469  VERT ORDER  -  SECOND    CLASS 0
 GY0469
 GY0469.The horizontal coordinates were scaled from a topographic map and have
 GY0469.an estimated accuracy of +/- 6 seconds.
 GY0469
 GY0469.The orthometric height was determined by differential leveling
 GY0469.and adjusted by the National Geodetic Survey in June 1991..
 GY0469
 GY0469.The geoid height was determined by GEOID03.
 GY0469
 GY0469.The dynamic height is computed by dividing the NAVD 88
 GY0469.geopotential number by the normal gravity value computed on the
 GY0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0469.degrees latitude (g = 980.6199 gals.).
 GY0469
 GY0469.The modeled gravity was interpolated from observed gravity values.
 GY0469
 GY0469;                    North         East    Units  Estimated Accuracy
 GY0469;SPC KY1Z     - 1,161,250.    1,791,520.      MT  (+/- 180 meters Scaled)
 GY0469
 GY0469                          SUPERSEDED SURVEY CONTROL
 GY0469
 GY0469  NGVD 29 (??/??/92)  206.588  (m)          677.78   (f) ADJ UNCH    2 0
 GY0469
 GY0469.Superseded values are not recommended for survey control.
 GY0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0469.See file dsdata.txt to determine how the superseded data were derived.
 GY0469
 GY0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB729779(NAD 83)
 GY0469_MARKER: DB = BENCH MARK DISK
 GY0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0469_STAMPING: J 314 1952 677.781
 GY0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0469+STABILITY: SURFACE MOTION
 GY0469
 GY0469  HISTORY     - Date     Condition        Report By
 GY0469  HISTORY     - 1952     MONUMENTED       CGS
 GY0469  HISTORY     - 1956     GOOD             NGS
 GY0469  HISTORY     - 20011226 MARK NOT FOUND   KYDT
 GY0469
 GY0469                          STATION DESCRIPTION
 GY0469
 GY0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0469'1.1 MI N FROM LAURA.
 GY0469'1.1 MILES NORTH ALONG GRAVEL ROAD FROM THE CHURCH OF BRETHERN AT
 GY0469'LAURA, 0.3 MILE SOUTH OF ROCKHOUSE SCHOOL, 0.2 MILE SOUTH OF A
 GY0469'ROAD WEST, 93 FEET EAST OF HEADSTONE ON GRAVE OF MOSE STEPP, 30
 GY0469'FEET NORTH OF CENTER OF ROAD, 7 FEET WEST OF SOUTHWEST EDGE OF A
 GY0469'GROUP OF SURFACE BOULDERS, 5.5 FEET EAST OF THE CENTER OF A DRY
 GY0469'WASH, 1.5 FEET WEST OF A WHITE WITNESS POST, SET IN THE TOP OF A
 GY0469'CONCRETE POST, PROJECTING 2 INCHES AND ABOUT 3.5 FEET ABOVE LEVEL
 GY0469'OF ROAD.
 GY0469
 GY0469                          STATION RECOVERY (2001)
 GY0469
 GY0469'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0660 ***********************************************************************
 GY0660  DESIGNATION -  J 315
 GY0660  PID         -  GY0660
 GY0660  STATE/COUNTY-  KY/PIKE
 GY0660  USGS QUAD   -  LICK CREEK (1978)
 GY0660
 GY0660                         *CURRENT SURVEY CONTROL
 GY0660  ___________________________________________________________________
 GY0660* NAD 83(1986)-  37 25 41.     (N)    082 15 23.     (W)     SCALED    
 GY0660* NAVD 88     -       244.795  (meters)     803.13   (feet)  ADJUSTED  
 GY0660  ___________________________________________________________________
 GY0660  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GY0660  DYNAMIC HT  -         244.604 (meters)     802.50  (feet)  COMP
 GY0660  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 GY0660
 GY0660  VERT ORDER  -  SECOND    CLASS 0
 GY0660
 GY0660.The horizontal coordinates were scaled from a topographic map and have
 GY0660.an estimated accuracy of +/- 6 seconds.
 GY0660
 GY0660.The orthometric height was determined by differential leveling
 GY0660.and adjusted by the National Geodetic Survey in June 1991..
 GY0660
 GY0660.The geoid height was determined by GEOID03.
 GY0660
 GY0660.The dynamic height is computed by dividing the NAVD 88
 GY0660.geopotential number by the normal gravity value computed on the
 GY0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0660.degrees latitude (g = 980.6199 gals.).
 GY0660
 GY0660.The modeled gravity was interpolated from observed gravity values.
 GY0660
 GY0660;                    North         East    Units  Estimated Accuracy
 GY0660;SPC KY1Z     - 1,127,280.    1,809,130.      MT  (+/- 180 meters Scaled)
 GY0660
 GY0660                          SUPERSEDED SURVEY CONTROL
 GY0660
 GY0660  NGVD 29 (??/??/92)  244.997  (m)          803.79   (f) ADJ UNCH    2 0
 GY0660
 GY0660.Superseded values are not recommended for survey control.
 GY0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0660.See file dsdata.txt to determine how the superseded data were derived.
 GY0660
 GY0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB888431(NAD 83)
 GY0660_MARKER: DB = BENCH MARK DISK
 GY0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0660_STAMPING: J 315 1952 803.794
 GY0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0660+STABILITY: SURFACE MOTION
 GY0660
 GY0660  HISTORY     - Date     Condition        Report By
 GY0660  HISTORY     - 1952     MONUMENTED       CGS
 GY0660  HISTORY     - 1956     GOOD             NGS
 GY0660  HISTORY     - 20020723 MARK NOT FOUND   KYDT
 GY0660
 GY0660                          STATION DESCRIPTION
 GY0660
 GY0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0660'0.8 MI W FROM DUNLAP.
 GY0660'0.75 MILE WEST ALONG STATE HIGHWAY 194 FROM THE POST OFFICE
 GY0660'AND ROAD JUNCTION AT DUNLAP, 1.15 MILES NORTHWEST ALONG U.S.
 GY0660'HIGHWAY 460 FROM POST OFFICE AT BIGGS, THENCE 0.75 MILE EAST
 GY0660'ALONG STATE HIGHWAY 194, 32 FEET NORTHWEST OF THE CENTER LINE
 GY0660'OF HIGHWAY, 34 FEET NORTHEAST OF CENTER LINE OF A SURFACED
 GY0660'DRIVE NORTHWEST, 19 FEET WEST NORTHWEST OF SOUTHWEST END OF
 GY0660'NORTHWEST HEAD WALL OF A 24-INCH PIPE CULVERT, 83 FEET SOUTHEAST
 GY0660'OF THE SOUTHEAST RAIL OF NORFOLK AND WESTERN RAILROAD, 15 FEET
 GY0660'NORTH NORTHEAST OF A 30-INCH GUM TREE, ABOUT 2 FEET ABOVE LEVEL
 GY0660'OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GY0660'INCHES.
 GY0660
 GY0660                          STATION RECOVERY (2002)
 GY0660
 GY0660'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0660'NO EVIDENCE OF A PAVED ROAD NORTH AT THIS LOCATION, GROUND LOWER THAN
 GY0660'ROAD NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1131 ***********************************************************************
 GY1131  DESIGNATION -  J 316
 GY1131  PID         -  GY1131
 GY1131  STATE/COUNTY-  KY/PIKE
 GY1131  USGS QUAD   -  DORTON (1992)
 GY1131
 GY1131                         *CURRENT SURVEY CONTROL
 GY1131  ___________________________________________________________________
 GY1131* NAD 83(1986)-  37 21 07.     (N)    082 35 32.     (W)     SCALED    
 GY1131* NAVD 88     -       268.535  (meters)     881.02   (feet)  ADJUSTED  
 GY1131  ___________________________________________________________________
 GY1131  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY1131  DYNAMIC HT  -         268.322 (meters)     880.32  (feet)  COMP
 GY1131  MODELED GRAV-     979,833.5   (mgal)                       NAVD 88
 GY1131
 GY1131  VERT ORDER  -  SECOND    CLASS 0
 GY1131
 GY1131.The horizontal coordinates were scaled from a topographic map and have
 GY1131.an estimated accuracy of +/- 6 seconds.
 GY1131
 GY1131.The orthometric height was determined by differential leveling
 GY1131.and adjusted by the National Geodetic Survey in June 1991..
 GY1131
 GY1131.The geoid height was determined by GEOID03.
 GY1131
 GY1131.The dynamic height is computed by dividing the NAVD 88
 GY1131.geopotential number by the normal gravity value computed on the
 GY1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1131.degrees latitude (g = 980.6199 gals.).
 GY1131
 GY1131.The modeled gravity was interpolated from observed gravity values.
 GY1131
 GY1131;                    North         East    Units  Estimated Accuracy
 GY1131;SPC KY1Z     - 1,117,780.    1,779,710.      MT  (+/- 180 meters Scaled)
 GY1131
 GY1131                          SUPERSEDED SURVEY CONTROL
 GY1131
 GY1131  NGVD 29 (??/??/92)  268.721  (m)          881.63   (f) ADJ UNCH    2 0
 GY1131
 GY1131.Superseded values are not recommended for survey control.
 GY1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1131.See file dsdata.txt to determine how the superseded data were derived.
 GY1131
 GY1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB589351(NAD 83)
 GY1131_MARKER: DB = BENCH MARK DISK
 GY1131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1131_SP_SET: CULVERT
 GY1131_STAMPING: J 316 1953 881.629
 GY1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1131+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 GY1131
 GY1131  HISTORY     - Date     Condition        Report By
 GY1131  HISTORY     - 1953     MONUMENTED       CGS
 GY1131  HISTORY     - 1956     POOR             NGS
 GY1131  HISTORY     - 20040330 GOOD             KYDT
 GY1131
 GY1131                          STATION DESCRIPTION
 GY1131
 GY1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1131'1.4 MI NW FROM VIRGIE.
 GY1131'1.46 MILES NORTHWEST ALONG U.S. HIGHWAY 23 FROM THE HIGH SCHOOL
 GY1131'AT VIRGIE, ABOUT 0.55 MILE NORTH OF COMMUNITY MEMORIAL HOSPITAL,
 GY1131'0.15 MILE NORTH OF JUNCTION OF STATE HIGHWAY 122 WEST, SET IN
 GY1131'THE TOP AND 6.5 FEET NORTH OF THE SOUTH END OF THE EAST
 GY1131'CONCRETE HEAD WALL OF AN 8-FOOT CONCRETE AND STONE BOX CULVERT,
 GY1131'17 FEET EAST OF CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT BELOW
 GY1131'LEVEL OF HIGHWAY.
 GY1131
 GY1131                          STATION RECOVERY (2004)
 GY1131
 GY1131'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1300 ***********************************************************************
 GY1300  DESIGNATION -  J 317
 GY1300  PID         -  GY1300
 GY1300  STATE/COUNTY-  KY/PIKE
 GY1300  USGS QUAD   -  JENKINS EAST (1992)
 GY1300
 GY1300                         *CURRENT SURVEY CONTROL
 GY1300  ___________________________________________________________________
 GY1300* NAD 83(1986)-  37 13 21.     (N)    082 32 40.     (W)     SCALED    
 GY1300* NAVD 88     -       398.502  (meters)    1307.42   (feet)  ADJUSTED  
 GY1300  ___________________________________________________________________
 GY1300  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GY1300  DYNAMIC HT  -         398.170 (meters)    1306.33  (feet)  COMP
 GY1300  MODELED GRAV-     979,787.1   (mgal)                       NAVD 88
 GY1300
 GY1300  VERT ORDER  -  SECOND    CLASS 0
 GY1300
 GY1300.The horizontal coordinates were scaled from a topographic map and have
 GY1300.an estimated accuracy of +/- 6 seconds.
 GY1300
 GY1300.The orthometric height was determined by differential leveling
 GY1300.and adjusted by the National Geodetic Survey in June 1991..
 GY1300
 GY1300.The geoid height was determined by GEOID03.
 GY1300
 GY1300.The dynamic height is computed by dividing the NAVD 88
 GY1300.geopotential number by the normal gravity value computed on the
 GY1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1300.degrees latitude (g = 980.6199 gals.).
 GY1300
 GY1300.The modeled gravity was interpolated from observed gravity values.
 GY1300
 GY1300;                    North         East    Units  Estimated Accuracy
 GY1300;SPC KY1Z     - 1,103,570.    1,784,430.      MT  (+/- 180 meters Scaled)
 GY1300
 GY1300                          SUPERSEDED SURVEY CONTROL
 GY1300
 GY1300  NGVD 29 (??/??/92)  398.663  (m)         1307.95   (f) ADJ UNCH    2 0
 GY1300
 GY1300.Superseded values are not recommended for survey control.
 GY1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1300.See file dsdata.txt to determine how the superseded data were derived.
 GY1300
 GY1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB629206(NAD 83)
 GY1300_MARKER: DB = BENCH MARK DISK
 GY1300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1300_SP_SET: CULVERT
 GY1300_STAMPING: J 317 1952 1307.947
 GY1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1300
 GY1300  HISTORY     - Date     Condition        Report By
 GY1300  HISTORY     - 1952     MONUMENTED       CGS
 GY1300  HISTORY     - 1956     GOOD             NGS
 GY1300
 GY1300                          STATION DESCRIPTION
 GY1300
 GY1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1300'1.6 MI NE FROM SHELBY GAP.
 GY1300'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 197 FROM THE JUNCTION OF
 GY1300'U.S. HIGHWAYS 23 AND 119 AT SHELBY GAP, 0.2 MILE NORTHWEST OF
 GY1300'UPPER ELKHORN SCHOOL, 18 FEET NORTH OF THE CENTER LINE OF
 GY1300'HIGHWAY, SET IN THE TOP AND 1 FOOT WEST OF THE EAST END OF THE
 GY1300'NORTH HEAD WALL OF AN 8-FOOT CONCRETE BOX CUVLERT OVER ANDERSON
 GY1300'BRANCH, ABOUT 0.5 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1219 ***********************************************************************
 GY1219  DESIGNATION -  J 318
 GY1219  PID         -  GY1219
 GY1219  STATE/COUNTY-  KY/FLOYD
 GY1219  USGS QUAD   -  WAYLAND (1992)
 GY1219
 GY1219                         *CURRENT SURVEY CONTROL
 GY1219  ___________________________________________________________________
 GY1219* NAD 83(1986)-  37 27 05.     (N)    082 46 43.     (W)     SCALED    
 GY1219* NAVD 88     -       375.038  (meters)    1230.44   (feet)  ADJUSTED  
 GY1219  ___________________________________________________________________
 GY1219  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GY1219  DYNAMIC HT  -         374.746 (meters)    1229.48  (feet)  COMP
 GY1219  MODELED GRAV-     979,841.3   (mgal)                       NAVD 88
 GY1219
 GY1219  VERT ORDER  -  SECOND    CLASS 0
 GY1219
 GY1219.The horizontal coordinates were scaled from a topographic map and have
 GY1219.an estimated accuracy of +/- 6 seconds.
 GY1219
 GY1219.The orthometric height was determined by differential leveling
 GY1219.and adjusted by the National Geodetic Survey in June 1991..
 GY1219
 GY1219.The geoid height was determined by GEOID03.
 GY1219
 GY1219.The dynamic height is computed by dividing the NAVD 88
 GY1219.geopotential number by the normal gravity value computed on the
 GY1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1219.degrees latitude (g = 980.6199 gals.).
 GY1219
 GY1219.The modeled gravity was interpolated from observed gravity values.
 GY1219
 GY1219;                    North         East    Units  Estimated Accuracy
 GY1219;SPC KY1Z     - 1,128,270.    1,762,850.      MT  (+/- 180 meters Scaled)
 GY1219
 GY1219                          SUPERSEDED SURVEY CONTROL
 GY1219
 GY1219  NGVD 29 (??/??/92)  375.223  (m)         1231.04   (f) ADJ UNCH    2 0
 GY1219
 GY1219.Superseded values are not recommended for survey control.
 GY1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1219.See file dsdata.txt to determine how the superseded data were derived.
 GY1219
 GY1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB426464(NAD 83)
 GY1219_MARKER: DB = BENCH MARK DISK
 GY1219_SETTING: 66 = SET IN ROCK OUTCROP
 GY1219_SP_SET: ROCK CUT
 GY1219_STAMPING: J 318 1952 1231.044
 GY1219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1219+STABILITY: POSITION/ELEVATION WELL
 GY1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1219+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 GY1219
 GY1219  HISTORY     - Date     Condition        Report By
 GY1219  HISTORY     - 1952     MONUMENTED       CGS
 GY1219  HISTORY     - 1956     GOOD             NGS
 GY1219  HISTORY     - 20060124 GOOD             KYTC
 GY1219
 GY1219                          STATION DESCRIPTION
 GY1219
 GY1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1219'2.4 MI SW FROM MINNIE.
 GY1219'2.35 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 GY1219'STATE HIGHWAY 122 AT MINNIE, 0.3 MILE NORTHEAST OF THE TOP OF A
 GY1219'GAP AND A SMALL CEMETERY, SET VERTICALLY IN THE SMOOTH SOUTHEAST
 GY1219'FACE OF ROCK CUT, 22 FEET NORTHWEST OF THE CENTER OF ROAD, 163
 GY1219'FEET NORTHEAST OF NORTHWEST END OF AN 18-INCH PIPE CUVERT AND
 GY1219'ABOUT 4-FEET ABOVE LEVEL OF ROAD.
 GY1219
 GY1219                          STATION RECOVERY (2006)
 GY1219
 GY1219'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0188 ***********************************************************************
 GY0188  DESIGNATION -  J 319
 GY0188  PID         -  GY0188
 GY0188  STATE/COUNTY-  KY/PIKE
 GY0188  USGS QUAD   -  WILLIAMSON (1992)
 GY0188
 GY0188                         *CURRENT SURVEY CONTROL
 GY0188  ___________________________________________________________________
 GY0188* NAD 83(1986)-  37 38 21.     (N)    082 15 22.     (W)     SCALED    
 GY0188* NAVD 88     -       202.774  (meters)     665.27   (feet)  ADJUSTED  
 GY0188  ___________________________________________________________________
 GY0188  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GY0188  DYNAMIC HT  -         202.622 (meters)     664.77  (feet)  COMP
 GY0188  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 GY0188
 GY0188  VERT ORDER  -  SECOND    CLASS 0
 GY0188
 GY0188.The horizontal coordinates were scaled from a topographic map and have
 GY0188.an estimated accuracy of +/- 6 seconds.
 GY0188
 GY0188.The orthometric height was determined by differential leveling
 GY0188.and adjusted by the National Geodetic Survey in June 1991..
 GY0188
 GY0188.The geoid height was determined by GEOID03.
 GY0188
 GY0188.The dynamic height is computed by dividing the NAVD 88
 GY0188.geopotential number by the normal gravity value computed on the
 GY0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0188.degrees latitude (g = 980.6199 gals.).
 GY0188
 GY0188.The modeled gravity was interpolated from observed gravity values.
 GY0188
 GY0188;                    North         East    Units  Estimated Accuracy
 GY0188;SPC KY1Z     - 1,150,700.    1,808,280.      MT  (+/- 180 meters Scaled)
 GY0188
 GY0188                          SUPERSEDED SURVEY CONTROL
 GY0188
 GY0188  NGVD 29 (??/??/92)  203.002  (m)          666.02   (f) ADJ UNCH    2 0
 GY0188
 GY0188.Superseded values are not recommended for survey control.
 GY0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0188.See file dsdata.txt to determine how the superseded data were derived.
 GY0188
 GY0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB891665(NAD 83)
 GY0188_MARKER: DB = BENCH MARK DISK
 GY0188_SETTING: 66 = SET IN ROCK OUTCROP
 GY0188_SP_SET: ROCK CUT
 GY0188_STAMPING: J 319 1952 666.016
 GY0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0188+STABILITY: POSITION/ELEVATION WELL
 GY0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0188+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 GY0188
 GY0188  HISTORY     - Date     Condition        Report By
 GY0188  HISTORY     - 1952     MONUMENTED       CGS
 GY0188  HISTORY     - 1956     GOOD             NGS
 GY0188  HISTORY     - 1981     GOOD             NGS
 GY0188  HISTORY     - 20010627 GOOD             KYDT
 GY0188
 GY0188                          STATION DESCRIPTION
 GY0188
 GY0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0188'1.8 MI NE FROM BELFRY.
 GY0188'1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE HIGH SCHOOL
 GY0188'AT BELFRY, 97 FEET WEST NORTHWEST OF THE SOUTHWEST END OF A 2-FOOT
 GY0188'PIPE CULVERT WITH STONE HEAD WALL, 17.5 FEET SOUTHWEST OF THE
 GY0188'CENTER LINE OF HIGHWAY, SET VERTICALLY IN FACE OF ROCK CUT, ABOUT
 GY0188'2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 GY0188
 GY0188                          STATION RECOVERY (1981)
 GY0188
 GY0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GY0188'RECOVERED IN GOOD CONDITION.
 GY0188
 GY0188                          STATION RECOVERY (2001)
 GY0188
 GY0188'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0080 ***********************************************************************
 HZ0080  DESIGNATION -  J 32
 HZ0080  PID         -  HZ0080
 HZ0080  STATE/COUNTY-  KY/BOURBON
 HZ0080  USGS QUAD   -  CLINTONVILLE (1978)
 HZ0080
 HZ0080                         *CURRENT SURVEY CONTROL
 HZ0080  ___________________________________________________________________
 HZ0080* NAD 83(1986)-  38 07 25.     (N)    084 21 11.     (W)     SCALED    
 HZ0080* NAVD 88     -       277.343  (meters)     909.92   (feet)  ADJUSTED  
 HZ0080  ___________________________________________________________________
 HZ0080  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HZ0080  DYNAMIC HT  -         277.140 (meters)     909.25  (feet)  COMP
 HZ0080  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 HZ0080
 HZ0080  VERT ORDER  -  SECOND    CLASS 0
 HZ0080
 HZ0080.The horizontal coordinates were scaled from a topographic map and have
 HZ0080.an estimated accuracy of +/- 6 seconds.
 HZ0080
 HZ0080.The orthometric height was determined by differential leveling
 HZ0080.and adjusted by the National Geodetic Survey in June 1991..
 HZ0080
 HZ0080.The geoid height was determined by GEOID03.
 HZ0080
 HZ0080.The dynamic height is computed by dividing the NAVD 88
 HZ0080.geopotential number by the normal gravity value computed on the
 HZ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0080.degrees latitude (g = 980.6199 gals.).
 HZ0080
 HZ0080.The modeled gravity was interpolated from observed gravity values.
 HZ0080
 HZ0080;                    North         East    Units  Estimated Accuracy
 HZ0080;SPC KY1Z     - 1,199,610.    1,622,480.      MT  (+/- 180 meters Scaled)
 HZ0080
 HZ0080                          SUPERSEDED SURVEY CONTROL
 HZ0080
 HZ0080  NGVD 29 (??/??/92)  277.516  (m)          910.48   (f) ADJ UNCH    2 0
 HZ0080
 HZ0080.Superseded values are not recommended for survey control.
 HZ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0080.See file dsdata.txt to determine how the superseded data were derived.
 HZ0080
 HZ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH320228(NAD 83)
 HZ0080_MARKER: DB = BENCH MARK DISK
 HZ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0080_STAMPING: J 32 1935 910.484
 HZ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0080+STABILITY: SURFACE MOTION
 HZ0080
 HZ0080  HISTORY     - Date     Condition        Report By
 HZ0080  HISTORY     - 1935     MONUMENTED       CGS
 HZ0080  HISTORY     - 1955     GOOD             NGS
 HZ0080  HISTORY     - 19910119 GOOD             USPSQD
 HZ0080
 HZ0080                          STATION DESCRIPTION
 HZ0080
 HZ0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0080'9.3 MI SW FROM PARIS.
 HZ0080'8.2 MILES SOUTHWEST FROM THE COURTHOUSE AT PARIS, 1.1 MILES
 HZ0080'SOUTHEAST ALONG ANTIOC ROAD, 29.3 FEET SOUTHWEST OF THE CENTER
 HZ0080'OF ROAD, 29.0 FEET NORTHWEST OF THE CENTER OF THE OLD RAILROAD
 HZ0080'GRADE, 18.6 FEET SOUTHWEST OF THE SOUTHWEST HEADWALL OF A
 HZ0080'CULVERT UNDER ROAD, 11.3 FEET SOUTHWEST OF A FENCE CORNER
 HZ0080'POST, 1 FOOT SOUTHEAST OF A FENCE, ABOUT 3 FEET BELOW THE LEVEL
 HZ0080'OF ROAD.
 HZ0080
 HZ0080                          STATION RECOVERY (1991)
 HZ0080
 HZ0080'RECOVERY NOTE BY US POWER SQUADRON 1991 (MD)
 HZ0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1118 ***********************************************************************
 GY1118  DESIGNATION -  J 320
 GY1118  PID         -  GY1118
 GY1118  STATE/COUNTY-  KY/FLOYD
 GY1118  USGS QUAD   -  PIKEVILLE (1992)
 GY1118
 GY1118                         *CURRENT SURVEY CONTROL
 GY1118  ___________________________________________________________________
 GY1118* NAD 83(1986)-  37 27 57.     (N)    082 36 33.     (W)     SCALED    
 GY1118* NAVD 88     -       245.445  (meters)     805.26   (feet)  ADJUSTED  
 GY1118  ___________________________________________________________________
 GY1118  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GY1118  DYNAMIC HT  -         245.255 (meters)     804.64  (feet)  COMP
 GY1118  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 GY1118
 GY1118  VERT ORDER  -  SECOND    CLASS 0
 GY1118
 GY1118.The horizontal coordinates were scaled from a topographic map and have
 GY1118.an estimated accuracy of +/- 6 seconds.
 GY1118
 GY1118.The orthometric height was determined by differential leveling
 GY1118.and adjusted by the National Geodetic Survey in June 1991..
 GY1118
 GY1118.The geoid height was determined by GEOID03.
 GY1118
 GY1118.The dynamic height is computed by dividing the NAVD 88
 GY1118.geopotential number by the normal gravity value computed on the
 GY1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1118.degrees latitude (g = 980.6199 gals.).
 GY1118
 GY1118.The modeled gravity was interpolated from observed gravity values.
 GY1118
 GY1118;                    North         East    Units  Estimated Accuracy
 GY1118;SPC KY1Z     - 1,130,360.    1,777,780.      MT  (+/- 180 meters Scaled)
 GY1118
 GY1118                          SUPERSEDED SURVEY CONTROL
 GY1118
 GY1118  NGVD 29 (??/??/92)  245.638  (m)          805.90   (f) ADJ UNCH    2 0
 GY1118
 GY1118.Superseded values are not recommended for survey control.
 GY1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1118.See file dsdata.txt to determine how the superseded data were derived.
 GY1118
 GY1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB576477(NAD 83)
 GY1118_MARKER: DB = BENCH MARK DISK
 GY1118_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY1118_STAMPING: J 320 1953
 GY1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1118
 GY1118  HISTORY     - Date     Condition        Report By
 GY1118  HISTORY     - 1953     MONUMENTED       CGS
 GY1118  HISTORY     - 1956     POOR             NGS
 GY1118
 GY1118                          STATION DESCRIPTION
 GY1118
 GY1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1118'6.3 MI S FROM HAROLD.
 GY1118'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 979 FROM THE C. AND O. RR.
 GY1118'STATION AT HAROLD, THENCE 4.8 MILES SOUTH AND SOUTHEAST ALONG ROAD
 GY1118'FOLLOWING TOLER CREEK, 0.15 MILE NORTH OF MOTHERS HOME REGULAR
 GY1118'BAPTIST CHURCH, 0.4 MILE NORTH OF TOLER CREEK SCHOOL AND CHURCH
 GY1118'OF CHRIST, ABOUT 125 YARDS NORTH OF THE CONFLUENCE OF TOLER CREEK
 GY1118'AND DEADENING FORK, 8 FEET WEST OF CENTER OF CREEK, 26 FEET WEST
 GY1118'OF THE CENTER OF ROAD, SET VERTICALLY IN THE EAST FACE OF A 1 FOOT
 GY1118'THICK LAYER OF ROCK OVER SHALEY FORMATION OF ROCK, ABOUT 5 1/2
 GY1118'FEET ABOVE CREEK BED, 106 FEET NORTHWEST AND ACROSS ROAD AND
 GY1118'CREEK FROM THE NORTHWEST CORNER OF A BARN AND ABOUT 3 FEET ABOVE
 GY1118'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1536 ***********************************************************************
 GY1536  DESIGNATION -  J 321
 GY1536  PID         -  GY1536
 GY1536  STATE/COUNTY-  KY/FLOYD
 GY1536  USGS QUAD   -  HAROLD (1992)
 GY1536
 GY1536                         *CURRENT SURVEY CONTROL
 GY1536  ___________________________________________________________________
 GY1536* NAD 83(1986)-  37 31 14.     (N)    082 43 16.     (W)     SCALED    
 GY1536* NAVD 88     -       217.638  (meters)     714.03   (feet)  ADJUSTED  
 GY1536  ___________________________________________________________________
 GY1536  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GY1536  DYNAMIC HT  -         217.470 (meters)     713.48  (feet)  COMP
 GY1536  MODELED GRAV-     979,853.9   (mgal)                       NAVD 88
 GY1536
 GY1536  VERT ORDER  -  SECOND    CLASS 0
 GY1536
 GY1536.The horizontal coordinates were scaled from a topographic map and have
 GY1536.an estimated accuracy of +/- 6 seconds.
 GY1536
 GY1536.The orthometric height was determined by differential leveling
 GY1536.and adjusted by the National Geodetic Survey in June 1991..
 GY1536
 GY1536.The geoid height was determined by GEOID03.
 GY1536
 GY1536.The dynamic height is computed by dividing the NAVD 88
 GY1536.geopotential number by the normal gravity value computed on the
 GY1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1536.degrees latitude (g = 980.6199 gals.).
 GY1536
 GY1536.The modeled gravity was interpolated from observed gravity values.
 GY1536
 GY1536;                    North         East    Units  Estimated Accuracy
 GY1536;SPC KY1Z     - 1,136,110.    1,767,690.      MT  (+/- 180 meters Scaled)
 GY1536
 GY1536                          SUPERSEDED SURVEY CONTROL
 GY1536
 GY1536  NGVD 29 (??/??/92)  217.827  (m)          714.65   (f) ADJ UNCH    2 0
 GY1536
 GY1536.Superseded values are not recommended for survey control.
 GY1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1536.See file dsdata.txt to determine how the superseded data were derived.
 GY1536
 GY1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB479540(NAD 83)
 GY1536_MARKER: DB = BENCH MARK DISK
 GY1536_SETTING: 66 = SET IN ROCK OUTCROP
 GY1536_SP_SET: ROCK OUTCROP
 GY1536_STAMPING: J 321 1953 714.654
 GY1536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1536+STABILITY: POSITION/ELEVATION WELL
 GY1536
 GY1536  HISTORY     - Date     Condition        Report By
 GY1536  HISTORY     - 1953     MONUMENTED       CGS
 GY1536  HISTORY     - 1956     GOOD             NGS
 GY1536  HISTORY     - 20010613 MARK NOT FOUND   KYDT
 GY1536
 GY1536                          STATION DESCRIPTION
 GY1536
 GY1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1536'5.4 MI SE FROM MARTIN.
 GY1536'1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 80 FROM HIGH SCHOOL
 GY1536'AT MARTIN, THENCE 2.65 MILES SOUTH ALONG STATE HIGHWAY 122,
 GY1536'THENCE 1.75 MILES SOUTHEAST ALONG ROAD FOLLOWING SPURLOCK
 GY1536'CREEK, 0.75 MILE NORTH OF SPURLOCK SCHOOL, 66 FEET EAST NORTHEAST
 GY1536'OF CENTER OF ROAD AT CENTER OF THE NORTHWEST ONE OF SEVERAL
 GY1536'FORDS ACROSS CREEK, 25.5 FEET NORTHEAST OF CENTER OF A ROAD
 GY1536'SOUTHEAST TO A HOUSE, 165 FEET NORTHWEST OF WEST CORNER OF
 GY1536'HOUSE, SET VERTICALLY IN THE WEST FACE OF A SHALY OUTCROP AT
 GY1536'BOTTOM OF AND ABOUT 5 1/2 FEET ABOVE LEVEL OF ROAD.
 GY1536
 GY1536                          STATION RECOVERY (2001)
 GY1536
 GY1536'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1188 ***********************************************************************
 GY1188  DESIGNATION -  J 323
 GY1188  PID         -  GY1188
 GY1188  STATE/COUNTY-  KY/KNOTT
 GY1188  USGS QUAD   -  KITE (1992)
 GY1188
 GY1188                         *CURRENT SURVEY CONTROL
 GY1188  ___________________________________________________________________
 GY1188* NAD 83(1986)-  37 18 44.     (N)    082 47 10.     (W)     SCALED    
 GY1188* NAVD 88     -       282.172  (meters)     925.76   (feet)  ADJUSTED  
 GY1188  ___________________________________________________________________
 GY1188  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GY1188  DYNAMIC HT  -         281.944 (meters)     925.01  (feet)  COMP
 GY1188  MODELED GRAV-     979,815.4   (mgal)                       NAVD 88
 GY1188
 GY1188  VERT ORDER  -  SECOND    CLASS 0
 GY1188
 GY1188.The horizontal coordinates were scaled from a topographic map and have
 GY1188.an estimated accuracy of +/- 6 seconds.
 GY1188
 GY1188.The orthometric height was determined by differential leveling
 GY1188.and adjusted by the National Geodetic Survey in June 1991..
 GY1188
 GY1188.The geoid height was determined by GEOID03.
 GY1188
 GY1188.The dynamic height is computed by dividing the NAVD 88
 GY1188.geopotential number by the normal gravity value computed on the
 GY1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1188.degrees latitude (g = 980.6199 gals.).
 GY1188
 GY1188.The modeled gravity was interpolated from observed gravity values.
 GY1188
 GY1188;                    North         East    Units  Estimated Accuracy
 GY1188;SPC KY1Z     - 1,112,810.    1,762,680.      MT  (+/- 180 meters Scaled)
 GY1188
 GY1188                          SUPERSEDED SURVEY CONTROL
 GY1188
 GY1188  NGVD 29 (??/??/92)  282.336  (m)          926.30   (f) ADJ UNCH    2 0
 GY1188
 GY1188.Superseded values are not recommended for survey control.
 GY1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1188.See file dsdata.txt to determine how the superseded data were derived.
 GY1188
 GY1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB417310(NAD 83)
 GY1188_MARKER: DB = BENCH MARK DISK
 GY1188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1188_SP_SET: CULVERT
 GY1188_STAMPING: J 323 1953 926.297
 GY1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1188+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 GY1188
 GY1188  HISTORY     - Date     Condition        Report By
 GY1188  HISTORY     - 1953     MONUMENTED       CGS
 GY1188  HISTORY     - 1956     GOOD             NGS
 GY1188  HISTORY     - 20060125 GOOD             KYTC
 GY1188
 GY1188                          STATION DESCRIPTION
 GY1188
 GY1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1188'1.4 MI SE FROM KITE.
 GY1188'1.45 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM POST OFFICE AT
 GY1188'KITE, 1.3 MILES NORTHWEST OF MULLINS STORE AND POST OFFICE AT
 GY1188'HALL, SET IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL OF
 GY1188'A SKEW CONCRETE BOX CULVERT FOR A SMALL BRANCH FROM THE
 GY1188'NORTHEAST, 17 FEET NORTH OF CENTER LINE OF HIGHWAY, 35 FEET
 GY1188'NORTHEAST OF JUNCTION OF A ROAD SOUTH INTO PUNCHEON BRANCH AND
 GY1188'ABOUT 3 1/2 FEET BELOW LEVEL OF HIGHWAY.
 GY1188
 GY1188                          STATION RECOVERY (2006)
 GY1188
 GY1188'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1019 ***********************************************************************
 GY1019  DESIGNATION -  J 324
 GY1019  PID         -  GY1019
 GY1019  STATE/COUNTY-  KY/LETCHER
 GY1019  USGS QUAD   -  MAYKING (1992)
 GY1019
 GY1019                         *CURRENT SURVEY CONTROL
 GY1019  ___________________________________________________________________
 GY1019* NAD 83(1986)-  37 08 28.     (N)    082 49 16.     (W)     SCALED    
 GY1019* NAVD 88     -       368.965  (meters)    1210.51   (feet)  ADJUSTED  
 GY1019  ___________________________________________________________________
 GY1019  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GY1019  DYNAMIC HT  -         368.658 (meters)    1209.51  (feet)  COMP
 GY1019  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 GY1019
 GY1019  VERT ORDER  -  SECOND    CLASS 0
 GY1019
 GY1019.The horizontal coordinates were scaled from a topographic map and have
 GY1019.an estimated accuracy of +/- 6 seconds.
 GY1019
 GY1019.The orthometric height was determined by differential leveling
 GY1019.and adjusted by the National Geodetic Survey in June 1991..
 GY1019
 GY1019.The geoid height was determined by GEOID03.
 GY1019
 GY1019.The dynamic height is computed by dividing the NAVD 88
 GY1019.geopotential number by the normal gravity value computed on the
 GY1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1019.degrees latitude (g = 980.6199 gals.).
 GY1019
 GY1019.The modeled gravity was interpolated from observed gravity values.
 GY1019
 GY1019;                    North         East    Units  Estimated Accuracy
 GY1019;SPC KY1Z     - 1,093,730.    1,760,180.      MT  (+/- 180 meters Scaled)
 GY1019
 GY1019                          SUPERSEDED SURVEY CONTROL
 GY1019
 GY1019  NGVD 29 (??/??/92)  369.121  (m)         1211.02   (f) ADJ UNCH    2 0
 GY1019
 GY1019.Superseded values are not recommended for survey control.
 GY1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1019.See file dsdata.txt to determine how the superseded data were derived.
 GY1019
 GY1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB382120(NAD 83)
 GY1019_MARKER: DB = BENCH MARK DISK
 GY1019_SETTING: 66 = SET IN ROCK OUTCROP
 GY1019_SP_SET: ROCK CUT
 GY1019_STAMPING: J 324 1953 1211.024
 GY1019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1019+STABILITY: POSITION/ELEVATION WELL
 GY1019
 GY1019  HISTORY     - Date     Condition        Report By
 GY1019  HISTORY     - 1953     MONUMENTED       CGS
 GY1019  HISTORY     - 1956     GOOD             NGS
 GY1019
 GY1019                          STATION DESCRIPTION
 GY1019
 GY1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1019'2.6 MI N FROM WHITESBURG.
 GY1019'2.55 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE COURT HOUSE AT
 GY1019'WHITESBURG, 0.4 MILE NORTH OF A BRIDGE OVER SAND LICK CREEK, ABOUT
 GY1019'100 YARDS NORTH OF A BRICK HOUSE WITH STONE FENCE AROUND YARD,
 GY1019'AT THE SOUTH END OF A LONG CUT, SET VERTICALLY IN WEST FACE OF A
 GY1019'ROCK CUT, 162 YARDS SOUTH OF A CULVERT FOR A SMALL BRANCH FROM
 GY1019'THE EAST, 86 YARDS NORTH OF A CULVERT FOR A SMALL BRANCH TO THE
 GY1019'EAST, 26 FEET EAST OF THE CENTER LINE OF HIGHWAY AND ABOUT 5
 GY1019'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1161 ***********************************************************************
 GY1161  DESIGNATION -  J 325
 GY1161  PID         -  GY1161
 GY1161  STATE/COUNTY-  KY/LETCHER
 GY1161  USGS QUAD   -  JENKINS WEST (1992)
 GY1161
 GY1161                         *CURRENT SURVEY CONTROL
 GY1161  ___________________________________________________________________
 GY1161* NAD 83(1986)-  37 13 43.     (N)    082 42 39.     (W)     SCALED    
 GY1161* NAVD 88     -       469.947  (meters)    1541.82   (feet)  ADJUSTED  
 GY1161  ___________________________________________________________________
 GY1161  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GY1161  DYNAMIC HT  -         469.554 (meters)    1540.53  (feet)  COMP
 GY1161  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GY1161
 GY1161  VERT ORDER  -  SECOND    CLASS 0
 GY1161
 GY1161.The horizontal coordinates were scaled from a topographic map and have
 GY1161.an estimated accuracy of +/- 6 seconds.
 GY1161
 GY1161.The orthometric height was determined by differential leveling
 GY1161.and adjusted by the National Geodetic Survey in June 1991..
 GY1161
 GY1161.The geoid height was determined by GEOID03.
 GY1161
 GY1161.The dynamic height is computed by dividing the NAVD 88
 GY1161.geopotential number by the normal gravity value computed on the
 GY1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1161.degrees latitude (g = 980.6199 gals.).
 GY1161
 GY1161.The modeled gravity was interpolated from observed gravity values.
 GY1161
 GY1161;                    North         East    Units  Estimated Accuracy
 GY1161;SPC KY1Z     - 1,103,750.    1,769,650.      MT  (+/- 180 meters Scaled)
 GY1161
 GY1161                          SUPERSEDED SURVEY CONTROL
 GY1161
 GY1161  NGVD 29 (??/??/92)  470.103  (m)         1542.33   (f) ADJ UNCH    2 0
 GY1161
 GY1161.Superseded values are not recommended for survey control.
 GY1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1161.See file dsdata.txt to determine how the superseded data were derived.
 GY1161
 GY1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB482216(NAD 83)
 GY1161_MARKER: DB = BENCH MARK DISK
 GY1161_SETTING: 66 = SET IN ROCK OUTCROP
 GY1161_SP_SET: ROCK CUT
 GY1161_STAMPING: J 325 1953 1542.330
 GY1161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1161+STABILITY: POSITION/ELEVATION WELL
 GY1161
 GY1161  HISTORY     - Date     Condition        Report By
 GY1161  HISTORY     - 1953     MONUMENTED       CGS
 GY1161  HISTORY     - 1956     GOOD             NGS
 GY1161
 GY1161                          STATION DESCRIPTION
 GY1161
 GY1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1161'1.1 MI NW FROM HEMPHILL.
 GY1161'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 275 FROM THE JUNCTION
 GY1161'OF STATE HIGHWAY 317 AT HEMPHILL, 237 FEET NORTHWEST OF NORTH END
 GY1161'OF EAST HEAD WALL OF A 3-FOOT CONCRETE AND STONE CULVERT, SET
 GY1161'VERTICALLY ABOUT 4.5 FEET ABOVE BOTTOM OF DITCH IN THE SOUTHWEST
 GY1161'FACE OF A 25-FOOT HIGH ROCK CUT, 18.5 FEET NORTHEAST OF CENTER
 GY1161'LINE OF HIGHWAY, 102 FEET NORTHWEST OF SOUTHEAST END OF CUT AND
 GY1161'ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH7258 ***********************************************************************
 AH7258  DESIGNATION -  J 327 RESET
 AH7258  PID         -  AH7258
 AH7258  STATE/COUNTY-  KY/HARLAN
 AH7258  USGS QUAD   -  BENHAM (1979)
 AH7258
 AH7258                         *CURRENT SURVEY CONTROL
 AH7258  ___________________________________________________________________
 AH7258* NAD 83(1986)-  36 57 53.     (N)    082 56 55.     (W)     SCALED    
 AH7258* NAVD 88     -       489.36   (meters)    1605.5    (feet)  RESET     
 AH7258  ___________________________________________________________________
 AH7258  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 AH7258
 AH7258  VERT ORDER  -  THIRD
 AH7258
 AH7258.The horizontal coordinates were scaled from a topographic map and have
 AH7258.an estimated accuracy of +/- 6 seconds.
 AH7258
 AH7258.The orthometric height was computed from unverified reset data.
 AH7258
 AH7258.The geoid height was determined by GEOID03.
 AH7258
 AH7258;                    North         East    Units  Estimated Accuracy
 AH7258;SPC KY1Z     - 1,073,820.    1,749,440.      MT  (+/- 180 meters Scaled)
 AH7258
 AH7258                          SUPERSEDED SURVEY CONTROL
 AH7258
 AH7258.No superseded survey control is available for this station.
 AH7258
 AH7258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA265927(NAD 83)
 AH7258_MARKER: DV = VERTICAL CONTROL DISK
 AH7258_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH7258_SP_SET: BRIDGE ABUTMENT
 AH7258_STAMPING: J 327 1953 RESET 1998
 AH7258_MARK LOGO: NGS   
 AH7258_PROJECTION: FLUSH
 AH7258_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7258
 AH7258  HISTORY     - Date     Condition        Report By
 AH7258  HISTORY     - 1998     MONUMENTED       KYDT
 AH7258
 AH7258                          STATION DESCRIPTION
 AH7258
 AH7258'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1998 (RDH)
 AH7258'IN BENHAM, 2.65 MILES (4.26 KM) EAST ALONG KY 160 FROM JUNCTION OF KY
 AH7258'1254 IN CUMBERLAND, 2.0 MILES (3.2 KM) WEST ALONG KY 160 FROM POST
 AH7258'OFFICE IN LYNCH, ABOUT 0.15 MILES (0.24 KM) EAST ALONG KY 160 FROM
 AH7258'POST OFFICE AT BENHAM, SET IN THE TOP OF THE SOUTHEAST END OF THE
 AH7258'NORTHEAST ABUTMENT OF A 328 FOOT (100.0 M) CONCRETE BRIDGE OVER LOONEY
 AH7258'CREEK, 26.0 FEET (7.9 M) SOUTHEAST OF CENTERLINE OF KY 160, 1.0 FOOT
 AH7258'(0.3 M) SOUTHEAST OF SOUTHEAST FACE OF SOUTHEAST BARRIER WALL, ABOUT
 AH7258'LEVEL WITH ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1711 ***********************************************************************
 GA1711  DESIGNATION -  J 328
 GA1711  PID         -  GA1711
 GA1711  STATE/COUNTY-  KY/HARLAN
 GA1711  USGS QUAD   -  LOUELLEN (1982)
 GA1711
 GA1711                         *CURRENT SURVEY CONTROL
 GA1711  ___________________________________________________________________
 GA1711* NAD 83(1986)-  36 55 15.     (N)    083 04 38.     (W)     SCALED    
 GA1711* NAVD 88     -       496.260  (meters)    1628.15   (feet)  ADJUSTED  
 GA1711  ___________________________________________________________________
 GA1711  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1711  DYNAMIC HT  -         495.828 (meters)    1626.73  (feet)  COMP
 GA1711  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 GA1711
 GA1711  VERT ORDER  -  SECOND    CLASS 0
 GA1711
 GA1711.The horizontal coordinates were scaled from a topographic map and have
 GA1711.an estimated accuracy of +/- 6 seconds.
 GA1711
 GA1711.The orthometric height was determined by differential leveling
 GA1711.and adjusted by the National Geodetic Survey in June 1991..
 GA1711
 GA1711.The geoid height was determined by GEOID03.
 GA1711
 GA1711.The dynamic height is computed by dividing the NAVD 88
 GA1711.geopotential number by the normal gravity value computed on the
 GA1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1711.degrees latitude (g = 980.6199 gals.).
 GA1711
 GA1711.The modeled gravity was interpolated from observed gravity values.
 GA1711
 GA1711;                    North         East    Units  Estimated Accuracy
 GA1711;SPC KY1Z     - 1,068,620.    1,738,130.      MT  (+/- 180 meters Scaled)
 GA1711
 GA1711                          SUPERSEDED SURVEY CONTROL
 GA1711
 GA1711  NGVD 29 (??/??/92)  496.405  (m)         1628.62   (f) ADJ UNCH    2 0
 GA1711
 GA1711.Superseded values are not recommended for survey control.
 GA1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1711.See file dsdata.txt to determine how the superseded data were derived.
 GA1711
 GA1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA149881(NAD 83)
 GA1711_MARKER: DB = BENCH MARK DISK
 GA1711_SETTING: 66 = SET IN ROCK OUTCROP
 GA1711_SP_SET: OUTCROP
 GA1711_STAMPING: J 328 1953 1628.622
 GA1711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1711+STABILITY: POSITION/ELEVATION WELL
 GA1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1711+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 GA1711
 GA1711  HISTORY     - Date     Condition        Report By
 GA1711  HISTORY     - 1953     MONUMENTED       CGS
 GA1711  HISTORY     - 1956     GOOD             NGS
 GA1711  HISTORY     - 20010514 GOOD             KYDT
 GA1711
 GA1711                          STATION DESCRIPTION
 GA1711
 GA1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1711'0.9 MI NE FROM LOUELLEN.
 GA1711'0.9 MILE NORTHEAST ALONG A ROAD FOLLOWING FUGITT CREEK FROM THE
 GA1711'JUNCTION OF STATE HIGHWAY 38 AND THE SCHOOL AT LOUELLEN, 41 FEET
 GA1711'NORTHWEST OF THE CENTER OF ROAD AT CENTER OF NORTHEAST STONE
 GA1711'ABUTMENT OF A WOODEN BRIDGE OVER FUGITT CREEK, SET IN THE TOP
 GA1711'AND 2 FEET EAST NORTHEAST OF THE HIGHEST POINT OF THE LARGER
 GA1711'AND ROUNDED OF A GROUP OF ROCK OUTCROPS, 38 FEET NORTH OF CENTER
 GA1711'OF FUGITT CREEK AND ABOUT LEVEL WITH ROAD.
 GA1711
 GA1711                          STATION RECOVERY (2001)
 GA1711
 GA1711'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1694 ***********************************************************************
 GA1694  DESIGNATION -  J 329
 GA1694  PID         -  GA1694
 GA1694  STATE/COUNTY-  KY/HARLAN
 GA1694  USGS QUAD   -  HARLAN (1978)
 GA1694
 GA1694                         *CURRENT SURVEY CONTROL
 GA1694  ___________________________________________________________________
 GA1694* NAD 83(1986)-  36 51 33.     (N)    083 16 59.     (W)     SCALED    
 GA1694* NAVD 88     -       371.144  (meters)    1217.66   (feet)  ADJUSTED  
 GA1694  ___________________________________________________________________
 GA1694  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA1694  DYNAMIC HT  -         370.822 (meters)    1216.61  (feet)  COMP
 GA1694  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 GA1694
 GA1694  VERT ORDER  -  SECOND    CLASS 0
 GA1694
 GA1694.The horizontal coordinates were scaled from a topographic map and have
 GA1694.an estimated accuracy of +/- 6 seconds.
 GA1694
 GA1694.The orthometric height was determined by differential leveling
 GA1694.and adjusted by the National Geodetic Survey in June 1991..
 GA1694
 GA1694.The geoid height was determined by GEOID03.
 GA1694
 GA1694.The dynamic height is computed by dividing the NAVD 88
 GA1694.geopotential number by the normal gravity value computed on the
 GA1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1694.degrees latitude (g = 980.6199 gals.).
 GA1694
 GA1694.The modeled gravity was interpolated from observed gravity values.
 GA1694
 GA1694;                    North         East    Units  Estimated Accuracy
 GA1694;SPC KY1Z     - 1,061,270.    1,719,980.      MT  (+/- 180 meters Scaled)
 GA1694
 GA1694                          SUPERSEDED SURVEY CONTROL
 GA1694
 GA1694  NGVD 29 (??/??/92)  371.288  (m)         1218.13   (f) ADJ UNCH    2 0
 GA1694
 GA1694.Superseded values are not recommended for survey control.
 GA1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1694.See file dsdata.txt to determine how the superseded data were derived.
 GA1694
 GA1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA964816(NAD 83)
 GA1694_MARKER: DB = BENCH MARK DISK
 GA1694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1694_SP_SET: ABUTMENT
 GA1694_STAMPING: J 329 1953 1218.134
 GA1694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1694
 GA1694  HISTORY     - Date     Condition        Report By
 GA1694  HISTORY     - 1953     MONUMENTED       CGS
 GA1694  HISTORY     - 1956     GOOD             NGS
 GA1694  HISTORY     - 20010514 MARK NOT FOUND   KYDT
 GA1694
 GA1694                          STATION DESCRIPTION
 GA1694
 GA1694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1694'2.8 MI E FROM HARLAN.
 GA1694'2.85 MILES EAST ALONG STATE HIGHWAY 38 FROM JUNCTION OF U.S.
 GA1694'HIGHWAY 421 AT HARLAN, 1.1 MILES WEST OF THE JUNCTION OF A ROAD
 GA1694'NORTH TO COXTON SCHOOL, SET IN THE TOP OF THE SOUTH END OF THE
 GA1694'SOUTH WING WALL OF SOUTHWEST CONCRETE ABUTMENT OF A WOOD BECK
 GA1694'STEEL BRIDGE OVER CLOVER FORK ON A PRIVATE ROAD NORTHEAST, 43
 GA1694'FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, 14 FEET SOUTHEAST
 GA1694'OF CENTER LINE OF BRIDGE FLOOR AND ABOUT 2 FEET BELOW LEVEL
 GA1694'OF HIGHWAY.
 GA1694
 GA1694                          STATION RECOVERY (2001)
 GA1694
 GA1694'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1694'A NEW BRIDGE WAS CONSTRUCTED JUST NORTHWEST OF DESCRIBED BRIDGE IN
 GA1694'1982, THE OLD BRIDGE WAS DISMANTLED BUT ABUTMENTS REMAIN, HOWEVER,
 GA1694'WINGWALL WITH MARK HAS EITHER WASHED AWAY OR WAS DESTROYED, MARK LOST.
 GA1694' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1320 ***********************************************************************
 GA1320  DESIGNATION -  J 330
 GA1320  PID         -  GA1320
 GA1320  STATE/COUNTY-  KY/HARLAN
 GA1320  USGS QUAD   -  KEOKEE (1978)
 GA1320
 GA1320                         *CURRENT SURVEY CONTROL
 GA1320  ___________________________________________________________________
 GA1320* NAD 83(1986)-  36 51 55.     (N)    082 59 23.     (W)     SCALED    
 GA1320* NAVD 88     -       570.050  (meters)    1870.24   (feet)  ADJUSTED  
 GA1320  ___________________________________________________________________
 GA1320  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA1320  DYNAMIC HT  -         569.539 (meters)    1868.56  (feet)  COMP
 GA1320  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 GA1320
 GA1320  VERT ORDER  -  SECOND    CLASS 0
 GA1320
 GA1320.The horizontal coordinates were scaled from a topographic map and have
 GA1320.an estimated accuracy of +/- 6 seconds.
 GA1320
 GA1320.The orthometric height was determined by differential leveling
 GA1320.and adjusted by the National Geodetic Survey in June 1991..
 GA1320
 GA1320.The geoid height was determined by GEOID03.
 GA1320
 GA1320.The dynamic height is computed by dividing the NAVD 88
 GA1320.geopotential number by the normal gravity value computed on the
 GA1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1320.degrees latitude (g = 980.6199 gals.).
 GA1320
 GA1320.The modeled gravity was interpolated from observed gravity values.
 GA1320
 GA1320;                    North         East    Units  Estimated Accuracy
 GA1320;SPC KY1Z     - 1,062,680.    1,746,110.      MT  (+/- 180 meters Scaled)
 GA1320
 GA1320                          SUPERSEDED SURVEY CONTROL
 GA1320
 GA1320  NGVD 29 (??/??/92)  570.171  (m)         1870.64   (f) ADJ UNCH    2 0
 GA1320
 GA1320.Superseded values are not recommended for survey control.
 GA1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1320.See file dsdata.txt to determine how the superseded data were derived.
 GA1320
 GA1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA226817(NAD 83)
 GA1320_MARKER: DB = BENCH MARK DISK
 GA1320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1320_SP_SET: CULVERT
 GA1320_STAMPING: J 330 1953
 GA1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1320
 GA1320  HISTORY     - Date     Condition        Report By
 GA1320  HISTORY     - 1953     MONUMENTED       CGS
 GA1320  HISTORY     - 1956     GOOD             NGS
 GA1320
 GA1320                          STATION DESCRIPTION
 GA1320
 GA1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1320'7.2 MI SE FROM LOUELLEN.
 GA1320'ABOUT 7.15 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE
 GA1320'SCHOOL AT LOUELLEN, ABOUT 0.85 MILE SOUTHEAST OF POST OFFICE
 GA1320'AT HOLMES MILL, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 GA1320'HEAD WALL OF A CONCRETE CULVERT FOR MED SHORT BRANCH, 30 FEET
 GA1320'NORTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT 5 FEET BELOW
 GA1320'LEVEL OF HIGHWAY.
 GA1320
 GA1320                          STATION RECOVERY (1956)
 GA1320
 GA1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0976 ***********************************************************************
 HA0976  DESIGNATION -  J 331
 HA0976  PID         -  HA0976
 HA0976  STATE/COUNTY-  KY/HENDERSON
 HA0976  USGS QUAD   -  MOUNT VERNON (1981)
 HA0976
 HA0976                         *CURRENT SURVEY CONTROL
 HA0976  ___________________________________________________________________
 HA0976* NAD 83(1986)-  37 54 46.     (N)    087 52 52.     (W)     SCALED    
 HA0976* NAVD 88     -       109.157  (meters)     358.13   (feet)  ADJUSTED  
 HA0976  ___________________________________________________________________
 HA0976  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HA0976  DYNAMIC HT  -         109.083 (meters)     357.88  (feet)  COMP
 HA0976  MODELED GRAV-     979,946.1   (mgal)                       NAVD 88
 HA0976
 HA0976  VERT ORDER  -  FIRST     CLASS II
 HA0976
 HA0976.The horizontal coordinates were scaled from a topographic map and have
 HA0976.an estimated accuracy of +/- 6 seconds.
 HA0976
 HA0976.The orthometric height was determined by differential leveling
 HA0976.and adjusted by the National Geodetic Survey in June 1991..
 HA0976
 HA0976.The geoid height was determined by GEOID03.
 HA0976
 HA0976.The dynamic height is computed by dividing the NAVD 88
 HA0976.geopotential number by the normal gravity value computed on the
 HA0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0976.degrees latitude (g = 980.6199 gals.).
 HA0976
 HA0976.The modeled gravity was interpolated from observed gravity values.
 HA0976
 HA0976;                    North         East    Units  Estimated Accuracy
 HA0976;SPC KY1Z     - 1,177,430.    1,312,630.      MT  (+/- 180 meters Scaled)
 HA0976
 HA0976                          SUPERSEDED SURVEY CONTROL
 HA0976
 HA0976  NGVD 29 (??/??/92)  109.258  (m)          358.46   (f) ADJ UNCH    1 2
 HA0976
 HA0976.Superseded values are not recommended for survey control.
 HA0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0976.See file dsdata.txt to determine how the superseded data were derived.
 HA0976
 HA0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG225965(NAD 83)
 HA0976_MARKER: DB = BENCH MARK DISK
 HA0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0976_STAMPING: J 331 1953
 HA0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0976+STABILITY: SURFACE MOTION
 HA0976
 HA0976  HISTORY     - Date     Condition        Report By
 HA0976  HISTORY     - 1953     MONUMENTED       CGS
 HA0976  HISTORY     - 1964     GOOD             FAS
 HA0976
 HA0976                          STATION DESCRIPTION
 HA0976
 HA0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0976'13.9 MI NE FROM UNIONTOWN.
 HA0976'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 360 FROM THE
 HA0976'INTERSECTION OF MAIN STREET AT UNIONTOWN, THENCE ABOUT 5.65
 HA0976'MILES NORTHEAST AND NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 6.9
 HA0976'MILES WEST AND NORTH ALONG A ROAD FOLLOWING THE OHIO RIVER TO THE
 HA0976'JUNCTION OF STATE HIGHWAY 136 AT A POINT ABOUT 0.15 MILE SOUTH
 HA0976'OF FERRY LANDING LEADING TO MOUNT VERNON, POSEY COUNTY, INDIANA,
 HA0976'THENCE ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 136.  33 FEET
 HA0976'SOUTHWEST OF CENTER LINE OF HIGHWAY, 35 FEET SOUTH-SOUTHWEST OF
 HA0976'CENTER OF JUNCTION OF A DRIVE NORTHEAST TO A HOUSE, 36 FEET WEST
 HA0976'OF CENTER OF JUNCTION OF A ROAD SOUTHWEST, 27 FEET NORTHWEST OF
 HA0976'CENTER LINE OF ROAD SOUTHWEST, 17 1/2 FEET WEST OF NORTHWEST END
 HA0976'OF A 14-INCH METAL PIPE CULVERT UNDER ROAD SOUTHWEST, 5 FEET
 HA0976'NORTHWEST OF A POWER POLE, 1 FOOT NORTHEAST OF A FENCE LINE, 2
 HA0976'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET
 HA0976'BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HA0976'PROJECTING 2 INCHES.  NOTE-- THE FENCE, WITNESS POST AND THE
 HA0976'14-INCH CULVERT IS GONE, AND THE MARK IS NOW 3 INCHES UNDERGROUND.
 HA0976
 HA0976                          STATION RECOVERY (1964)
 HA0976
 HA0976'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0669 ***********************************************************************
 HA0669  DESIGNATION -  J 332
 HA0669  PID         -  HA0669
 HA0669  STATE/COUNTY-  KY/DAVIESS
 HA0669  USGS QUAD   -  OWENSBORO EAST (1982)
 HA0669
 HA0669                         *CURRENT SURVEY CONTROL
 HA0669  ___________________________________________________________________
 HA0669* NAD 83(1986)-  37 46 29.     (N)    087 06 31.     (W)     SCALED    
 HA0669* NAVD 88     -       120.990  (meters)     396.95   (feet)  ADJUSTED  
 HA0669  ___________________________________________________________________
 HA0669  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HA0669  DYNAMIC HT  -         120.907 (meters)     396.68  (feet)  COMP
 HA0669  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 HA0669
 HA0669  VERT ORDER  -  FIRST     CLASS II
 HA0669
 HA0669.The horizontal coordinates were scaled from a topographic map and have
 HA0669.an estimated accuracy of +/- 6 seconds.
 HA0669
 HA0669.The orthometric height was determined by differential leveling
 HA0669.and adjusted by the National Geodetic Survey in June 1991..
 HA0669
 HA0669.The geoid height was determined by GEOID03.
 HA0669
 HA0669.The dynamic height is computed by dividing the NAVD 88
 HA0669.geopotential number by the normal gravity value computed on the
 HA0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0669.degrees latitude (g = 980.6199 gals.).
 HA0669
 HA0669.The modeled gravity was interpolated from observed gravity values.
 HA0669
 HA0669;                    North         East    Units  Estimated Accuracy
 HA0669;SPC KY1Z     - 1,160,840.    1,380,320.      MT  (+/- 180 meters Scaled)
 HA0669
 HA0669                          SUPERSEDED SURVEY CONTROL
 HA0669
 HA0669  NGVD 29 (??/??/92)  121.091  (m)          397.28   (f) ADJ UNCH    1 2
 HA0669
 HA0669.Superseded values are not recommended for survey control.
 HA0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0669.See file dsdata.txt to determine how the superseded data were derived.
 HA0669
 HA0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG904808(NAD 83)
 HA0669_MARKER: DB = BENCH MARK DISK
 HA0669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0669_SP_SET: BRIDGE
 HA0669_STAMPING: J 332 1953
 HA0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0669
 HA0669  HISTORY     - Date     Condition        Report By
 HA0669  HISTORY     - 1953     MONUMENTED       CGS
 HA0669
 HA0669                          STATION DESCRIPTION
 HA0669
 HA0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0669'AT OWENSBORO.
 HA0669'AT OWENSBORO, AT EAST SECOND AND LEWIS STREET, IN THE TOP OF THE
 HA0669'NORTHWEST CORNER OF THE WEST CONCRETE BASE OF THE FIRST STEEL
 HA0669'PIER NORTH OF SOUTH APPROACH OF THE BRIDGE OVER THE OHIO RIVER,
 HA0669'12 FEET SOUTH OF SOUTH CURB OF EAST 2ND STREET, 5 1/2 FEET EAST
 HA0669'OF EAST CURB OF LEWIS STREET AND ABOUT 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0423 ***********************************************************************
 HA0423  DESIGNATION -  J 333
 HA0423  PID         -  HA0423
 HA0423  STATE/COUNTY-  KY/HANCOCK
 HA0423  USGS QUAD   -  TELL CITY (1980)
 HA0423
 HA0423                         *CURRENT SURVEY CONTROL
 HA0423  ___________________________________________________________________
 HA0423* NAD 83(1986)-  37 58 48.     (N)    086 49 37.     (W)     SCALED    
 HA0423* NAVD 88     -       118.856  (meters)     389.95   (feet)  ADJUSTED  
 HA0423  ___________________________________________________________________
 HA0423  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HA0423  DYNAMIC HT  -         118.773 (meters)     389.67  (feet)  COMP
 HA0423  MODELED GRAV-     979,933.5   (mgal)                       NAVD 88
 HA0423
 HA0423  VERT ORDER  -  FIRST     CLASS II
 HA0423
 HA0423.The horizontal coordinates were scaled from a topographic map and have
 HA0423.an estimated accuracy of +/- 6 seconds.
 HA0423
 HA0423.The orthometric height was determined by differential leveling
 HA0423.and adjusted by the National Geodetic Survey in June 1991..
 HA0423
 HA0423.The geoid height was determined by GEOID03.
 HA0423
 HA0423.The dynamic height is computed by dividing the NAVD 88
 HA0423.geopotential number by the normal gravity value computed on the
 HA0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0423.degrees latitude (g = 980.6199 gals.).
 HA0423
 HA0423.The modeled gravity was interpolated from observed gravity values.
 HA0423
 HA0423;                    North         East    Units  Estimated Accuracy
 HA0423;SPC KY1Z     - 1,183,300.    1,405,400.      MT  (+/- 180 meters Scaled)
 HA0423
 HA0423                          SUPERSEDED SURVEY CONTROL
 HA0423
 HA0423  NGVD 29 (??/??/92)  118.963  (m)          390.30   (f) ADJ UNCH    1 2
 HA0423
 HA0423.Superseded values are not recommended for survey control.
 HA0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0423.See file dsdata.txt to determine how the superseded data were derived.
 HA0423
 HA0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH151036(NAD 83)
 HA0423_MARKER: DB = BENCH MARK DISK
 HA0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0423_STAMPING: J 333 1953
 HA0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0423+STABILITY: SURFACE MOTION
 HA0423
 HA0423  HISTORY     - Date     Condition        Report By
 HA0423  HISTORY     - 1953     MONUMENTED       CGS
 HA0423
 HA0423                          STATION DESCRIPTION
 HA0423
 HA0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0423'5.6 MI NE FROM LEWISPORT.
 HA0423'ABOUT 5.6 MILES NORTHEAST ALONG STATE HIGHWAY 334 FROM THE
 HA0423'BAPTIST CHURCH AT LEWISPORT, AT THE JUNCTION OF A GRAVEL ROAD
 HA0423'LEADING SOUTHEAST, 31 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 HA0423'43 FEET SOUTH OF CENTER OF JUNCTION, 39 FEET SOUTHWEST OF
 HA0423'CENTER LINE OF ROAD SOUTHEAST, 13 1/2 FEET SOUTH OF SOUTHWEST
 HA0423'END OF A 20-INCH PIPE CULVERT UNDER ROAD SOUTHWEST, 6 FEET
 HA0423'NORTHEAST OF A HIGHWAY R/W MARKER POST, 2 FEET NORTHWEST OF A
 HA0423'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 HA0423'1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HA0423'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1383 ***********************************************************************
 HZ1383  DESIGNATION -  J 334
 HZ1383  PID         -  HZ1383
 HZ1383  STATE/COUNTY-  KY/HARDIN
 HZ1383  USGS QUAD   -  KOSMOSDALE (1994)
 HZ1383
 HZ1383                         *CURRENT SURVEY CONTROL
 HZ1383  ___________________________________________________________________
 HZ1383* NAD 83(1986)-  38 00 02.     (N)    085 56 36.     (W)     SCALED    
 HZ1383* NAVD 88     -       133.659  (meters)     438.51   (feet)  ADJUSTED  
 HZ1383  ___________________________________________________________________
 HZ1383  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HZ1383  DYNAMIC HT  -         133.566 (meters)     438.21  (feet)  COMP
 HZ1383  MODELED GRAV-     979,928.1   (mgal)                       NAVD 88
 HZ1383
 HZ1383  VERT ORDER  -  FIRST     CLASS II
 HZ1383
 HZ1383.The horizontal coordinates were scaled from a topographic map and have
 HZ1383.an estimated accuracy of +/- 6 seconds.
 HZ1383
 HZ1383.The orthometric height was determined by differential leveling
 HZ1383.and adjusted by the National Geodetic Survey in June 1991..
 HZ1383
 HZ1383.The geoid height was determined by GEOID03.
 HZ1383
 HZ1383.The dynamic height is computed by dividing the NAVD 88
 HZ1383.geopotential number by the normal gravity value computed on the
 HZ1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1383.degrees latitude (g = 980.6199 gals.).
 HZ1383
 HZ1383.The modeled gravity was interpolated from observed gravity values.
 HZ1383
 HZ1383;                    North         East    Units  Estimated Accuracy
 HZ1383;SPC KY1Z     - 1,185,050.    1,483,020.      MT  (+/- 180 meters Scaled)
 HZ1383
 HZ1383                          SUPERSEDED SURVEY CONTROL
 HZ1383
 HZ1383  NGVD 29 (??/??/92)  133.789  (m)          438.94   (f) ADJ UNCH    1 2
 HZ1383
 HZ1383.Superseded values are not recommended for survey control.
 HZ1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1383.See file dsdata.txt to determine how the superseded data were derived.
 HZ1383
 HZ1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH927064(NAD 83)
 HZ1383_MARKER: DB = BENCH MARK DISK
 HZ1383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1383_SP_SET: ABUTMENT
 HZ1383_STAMPING: J 334 1953
 HZ1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1383
 HZ1383  HISTORY     - Date     Condition        Report By
 HZ1383  HISTORY     - 1953     MONUMENTED       CGS
 HZ1383
 HZ1383                          STATION DESCRIPTION
 HZ1383
 HZ1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HZ1383'AT WEST POINT.
 HZ1383'AT WEST POINT, SET IN THE TOP OF THE WEST END OF THE BRIDGE SEAT
 HZ1383'OF SOUTH ABUTMENT OF U.S. HIGHWAY 31W BRIDGE OVER SALT RIVER,
 HZ1383'134 FEET EAST OF EAST RAIL OF ILLINOIS CENTRAL RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0993 ***********************************************************************
 HA0993  DESIGNATION -  J 335
 HA0993  PID         -  HA0993
 HA0993  STATE/COUNTY-  KY/HENDERSON
 HA0993  USGS QUAD   -  WILSON (1993)
 HA0993
 HA0993                         *CURRENT SURVEY CONTROL
 HA0993  ___________________________________________________________________
 HA0993* NAD 83(1986)-  37 52 04.     (N)    087 41 31.     (W)     SCALED    
 HA0993* NAVD 88     -       111.603  (meters)     366.15   (feet)  ADJUSTED  
 HA0993  ___________________________________________________________________
 HA0993  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HA0993  DYNAMIC HT  -         111.526 (meters)     365.90  (feet)  COMP
 HA0993  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 HA0993
 HA0993  VERT ORDER  -  FIRST     CLASS II
 HA0993
 HA0993.The horizontal coordinates were scaled from a topographic map and have
 HA0993.an estimated accuracy of +/- 6 seconds.
 HA0993
 HA0993.The orthometric height was determined by differential leveling
 HA0993.and adjusted by the National Geodetic Survey in June 1991..
 HA0993
 HA0993.The geoid height was determined by GEOID03.
 HA0993
 HA0993.The dynamic height is computed by dividing the NAVD 88
 HA0993.geopotential number by the normal gravity value computed on the
 HA0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0993.degrees latitude (g = 980.6199 gals.).
 HA0993
 HA0993.The modeled gravity was interpolated from observed gravity values.
 HA0993
 HA0993;                    North         East    Units  Estimated Accuracy
 HA0993;SPC KY1Z     - 1,172,070.    1,329,160.      MT  (+/- 180 meters Scaled)
 HA0993
 HA0993                          SUPERSEDED SURVEY CONTROL
 HA0993
 HA0993  NGVD 29 (??/??/92)  111.703  (m)          366.48   (f) ADJ UNCH    1 2
 HA0993
 HA0993.Superseded values are not recommended for survey control.
 HA0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0993.See file dsdata.txt to determine how the superseded data were derived.
 HA0993
 HA0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG391913(NAD 83)
 HA0993_MARKER: DB = BENCH MARK DISK
 HA0993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0993_SP_SET: CULVERT
 HA0993_STAMPING: J 335 1953
 HA0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0993
 HA0993  HISTORY     - Date     Condition        Report By
 HA0993  HISTORY     - 1953     MONUMENTED       CGS
 HA0993  HISTORY     - 1964     GOOD             FAS
 HA0993
 HA0993                          STATION DESCRIPTION
 HA0993
 HA0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0993'4.4 MI N FROM GENEVA.
 HA0993'ABOUT 4.2 MILES NORTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 HA0993'INTERSECTION OF STATE HIGHWAY 136 AT GENEVA, THENCE ABOUT 0.2
 HA0993'MILE EAST ALONG A ROAD, IN THE TOP AND 3 1/2 FEET EAST OF WEST
 HA0993'END OF THE SOUTH HEAD WALL OF AN 8-FOOT CONCRETE CULVERT, 9 FEET
 HA0993'SOUTH OF CENTER LINE OF ROAD, ABOUT 35 YARDS EAST OF A FARM ROAD
 HA0993'CROSSING AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 HA0993
 HA0993                          STATION RECOVERY (1964)
 HA0993
 HA0993'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1033 ***********************************************************************
 HA1033  DESIGNATION -  J 336
 HA1033  PID         -  HA1033
 HA1033  STATE/COUNTY-  KY/HENDERSON
 HA1033  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1033
 HA1033                         *CURRENT SURVEY CONTROL
 HA1033  ___________________________________________________________________
 HA1033* NAD 83(1986)-  37 53 50.     (N)    087 31 47.     (W)     SCALED    
 HA1033* NAVD 88     -       111.451  (meters)     365.65   (feet)  ADJUSTED  
 HA1033  ___________________________________________________________________
 HA1033  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HA1033  DYNAMIC HT  -         111.374 (meters)     365.40  (feet)  COMP
 HA1033  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 HA1033
 HA1033  VERT ORDER  -  FIRST     CLASS II
 HA1033
 HA1033.The horizontal coordinates were scaled from a topographic map and have
 HA1033.an estimated accuracy of +/- 6 seconds.
 HA1033
 HA1033.The orthometric height was determined by differential leveling
 HA1033.and adjusted by the National Geodetic Survey in June 1991..
 HA1033
 HA1033.The geoid height was determined by GEOID03.
 HA1033
 HA1033.The dynamic height is computed by dividing the NAVD 88
 HA1033.geopotential number by the normal gravity value computed on the
 HA1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1033.degrees latitude (g = 980.6199 gals.).
 HA1033
 HA1033.The modeled gravity was interpolated from observed gravity values.
 HA1033
 HA1033;                    North         East    Units  Estimated Accuracy
 HA1033;SPC KY1Z     - 1,175,060.    1,343,490.      MT  (+/- 180 meters Scaled)
 HA1033
 HA1033                          SUPERSEDED SURVEY CONTROL
 HA1033
 HA1033  NGVD 29 (??/??/92)  111.546  (m)          365.96   (f) ADJ UNCH    1 2
 HA1033
 HA1033.Superseded values are not recommended for survey control.
 HA1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1033.See file dsdata.txt to determine how the superseded data were derived.
 HA1033
 HA1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG534945(NAD 83)
 HA1033_MARKER: DB = BENCH MARK DISK
 HA1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1033_STAMPING: J 336 1953
 HA1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1033+STABILITY: SURFACE MOTION
 HA1033
 HA1033  HISTORY     - Date     Condition        Report By
 HA1033  HISTORY     - 1953     MONUMENTED       CGS
 HA1033  HISTORY     - 1964     GOOD             FAS
 HA1033  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA1033
 HA1033                          STATION DESCRIPTION
 HA1033
 HA1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA1033'4.9 MI NE FROM HENDERSON.
 HA1033'ABOUT 2.65 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 HA1033'JUNCTION OF U.S. HIGHWAY 60 AT HENDERSON, THENCE ABOUT 1.65 MILES
 HA1033'NORTHEAST AND EAST ALONG STATE HIGHWAY 414, THENCE ABOUT 0.6
 HA1033'MILE NORTH ALONG A DIRT ROAD LEADING TO MOUTH OF GREEN RIVER,
 HA1033'ABOUT 155 YARDS SOUTH OF A CURVE WITH TANGENTS EXTENDING SOUTH
 HA1033'AND NORTHEAST, 30 FEET WEST OF CENTER LINE OF ROAD, 4 FEET
 HA1033'NORTH OF THE FIRST POWER POLE SOUTH OF CURVE, 17 1/2 FEET SOUTH
 HA1033'OF CENTER LINE OF A FIELD ROAD LEADING WEST, AT THE SOUTH EDGE
 HA1033'OF A CULTIVATED FIELD AND NORTH EDGE OF A WOODED AREA, ABOUT LEVEL
 HA1033'WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HA1033'INCHES.
 HA1033
 HA1033                          STATION RECOVERY (1964)
 HA1033
 HA1033'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA1033'RECOVERED IN GOOD CONDITION.
 HA1033
 HA1033                          STATION RECOVERY (1988)
 HA1033
 HA1033'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0625 ***********************************************************************
 HA0625  DESIGNATION -  J 337
 HA0625  PID         -  HA0625
 HA0625  STATE/COUNTY-  KY/DAVIESS
 HA0625  USGS QUAD   -  REED (1980)
 HA0625
 HA0625                         *CURRENT SURVEY CONTROL
 HA0625  ___________________________________________________________________
 HA0625* NAD 83(1986)-  37 51 07.     (N)    087 15 58.     (W)     SCALED    
 HA0625* NAVD 88     -       116.012  (meters)     380.62   (feet)  ADJUSTED  
 HA0625  ___________________________________________________________________
 HA0625  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HA0625  DYNAMIC HT  -         115.933 (meters)     380.36  (feet)  COMP
 HA0625  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 HA0625
 HA0625  VERT ORDER  -  FIRST     CLASS II
 HA0625
 HA0625.The horizontal coordinates were scaled from a topographic map and have
 HA0625.an estimated accuracy of +/- 6 seconds.
 HA0625
 HA0625.The orthometric height was determined by differential leveling
 HA0625.and adjusted by the National Geodetic Survey in June 1991..
 HA0625
 HA0625.The geoid height was determined by GEOID03.
 HA0625
 HA0625.The dynamic height is computed by dividing the NAVD 88
 HA0625.geopotential number by the normal gravity value computed on the
 HA0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0625.degrees latitude (g = 980.6199 gals.).
 HA0625
 HA0625.The modeled gravity was interpolated from observed gravity values.
 HA0625
 HA0625;                    North         East    Units  Estimated Accuracy
 HA0625;SPC KY1Z     - 1,169,620.    1,366,590.      MT  (+/- 180 meters Scaled)
 HA0625
 HA0625                          SUPERSEDED SURVEY CONTROL
 HA0625
 HA0625  NGVD 29 (??/??/92)  116.111  (m)          380.94   (f) ADJ UNCH    1 2
 HA0625
 HA0625.Superseded values are not recommended for survey control.
 HA0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0625.See file dsdata.txt to determine how the superseded data were derived.
 HA0625
 HA0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG765894(NAD 83)
 HA0625_MARKER: DB = BENCH MARK DISK
 HA0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0625_STAMPING: J 337 1953
 HA0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0625+STABILITY: SURFACE MOTION
 HA0625
 HA0625  HISTORY     - Date     Condition        Report By
 HA0625  HISTORY     - 1953     MONUMENTED       CGS
 HA0625
 HA0625                          STATION DESCRIPTION
 HA0625
 HA0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0625'2.4 MI NW FROM STANLEY.
 HA0625'ABOUT 0.35 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE CROSSING
 HA0625'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT STANLEY, THENCE ABOUT
 HA0625'2.1 MILES NORTHWEST ALONG A GRAVEL ROAD, ABOUT 0.75 MILE SOUTHEAST
 HA0625'OF A ROAD LEADING SOUTHWEST TO NEWMAN, ON THE INSIDE OF A SLIGHT
 HA0625'CURVE IN ROAD, BETWEEN THE ROAD AND A SLOUGH, 23 FEET NORTHEAST
 HA0625'OF CENTER LINE OF ROAD, 75 FEET NORTH AND ACROSS ROAD FROM TELEPHONE
 HA0625'POLE NO. 32 TO WHICH AT THEIR CROSSING THE TELEPHONE AND POWER
 HA0625'LINES ARE BOTH ATTACHED TO, 9 FEET EAST OF AN 8-INCH HICKORY
 HA0625'TREE, 61 FEET SOUTHWEST OF A 36-INCH HICKORY TREE, 54 YARDS
 HA0625'SOUTHEAST OF A PIPE CULVERT ACROSS A GULLY, ABOUT 1/2 FOOT ABOVE
 HA0625'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0625'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0481 ***********************************************************************
 HA0481  DESIGNATION -  J 338
 HA0481  PID         -  HA0481
 HA0481  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0481  USGS QUAD   -  ROME (1993)
 HA0481
 HA0481                         *CURRENT SURVEY CONTROL
 HA0481  ___________________________________________________________________
 HA0481* NAD 83(1986)-  37 54 45.     (N)    086 32 54.     (W)     SCALED    
 HA0481* NAVD 88     -       161.325  (meters)     529.28   (feet)  ADJUSTED  
 HA0481  ___________________________________________________________________
 HA0481  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HA0481  DYNAMIC HT  -         161.210 (meters)     528.90  (feet)  COMP
 HA0481  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 HA0481
 HA0481  VERT ORDER  -  FIRST     CLASS II
 HA0481
 HA0481.The horizontal coordinates were scaled from a topographic map and have
 HA0481.an estimated accuracy of +/- 6 seconds.
 HA0481
 HA0481.The orthometric height was determined by differential leveling
 HA0481.and adjusted by the National Geodetic Survey in June 1991..
 HA0481.WARNING-Repeat measurements at this control monument indicate possible
 HA0481.vertical movement.
 HA0481
 HA0481.The geoid height was determined by GEOID03.
 HA0481
 HA0481.The dynamic height is computed by dividing the NAVD 88
 HA0481.geopotential number by the normal gravity value computed on the
 HA0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0481.degrees latitude (g = 980.6199 gals.).
 HA0481
 HA0481.The modeled gravity was interpolated from observed gravity values.
 HA0481
 HA0481;                    North         East    Units  Estimated Accuracy
 HA0481;SPC KY1Z     - 1,175,560.    1,429,810.      MT  (+/- 180 meters Scaled)
 HA0481
 HA0481                          SUPERSEDED SURVEY CONTROL
 HA0481
 HA0481  NGVD 29 (??/??/92)  161.424  (m)          529.61   (f) ADJ UNCH    1 2
 HA0481
 HA0481.Superseded values are not recommended for survey control.
 HA0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0481.See file dsdata.txt to determine how the superseded data were derived.
 HA0481
 HA0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG397962(NAD 83)
 HA0481_MARKER: DB = BENCH MARK DISK
 HA0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0481_STAMPING: J 338 1953
 HA0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0481+STABILITY: SURFACE MOTION
 HA0481
 HA0481  HISTORY     - Date     Condition        Report By
 HA0481  HISTORY     - 1953     MONUMENTED       CGS
 HA0481
 HA0481                          STATION DESCRIPTION
 HA0481
 HA0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0481'0.9 MI E FROM ADDISON.
 HA0481'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 HA0481'AND NAVAGATION DAM NO. 45 AT ADDISON, ABOUT 0.25 MILE EAST OF
 HA0481'THE TOP OF A GRADE, ABOUT 0.25 MILE WEST OF THE TOP OF A GRADE,
 HA0481'27 FEET SOUTH OF CENTER LINE OF HIGHWAY, 1 FOOT NORTH OF FENCE
 HA0481'LINE, 6 1/2 FEET SOUTH OF A POWER POLE FROM WHICH LINE CROSSES
 HA0481'THE HIGHWAY TO THE EAST, 119 FEET EAST OF EAST END OF SOUTH
 HA0481'CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT, 107 FEET EAST
 HA0481'OF A FENCE CORNER, ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY AND SET
 HA0481'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0307 ***********************************************************************
 JA0307  DESIGNATION -  J 339
 JA0307  PID         -  JA0307
 JA0307  STATE/COUNTY-  KY/MEADE
 JA0307  USGS QUAD   -  ALTON (1993)
 JA0307
 JA0307                         *CURRENT SURVEY CONTROL
 JA0307  ___________________________________________________________________
 JA0307* NAD 83(1986)-  38 04 16.     (N)    086 23 27.     (W)     SCALED    
 JA0307* NAVD 88     -       208.956  (meters)     685.55   (feet)  ADJUSTED  
 JA0307  ___________________________________________________________________
 JA0307  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JA0307  DYNAMIC HT  -         208.805 (meters)     685.05  (feet)  COMP
 JA0307  MODELED GRAV-     979,900.8   (mgal)                       NAVD 88
 JA0307
 JA0307  VERT ORDER  -  FIRST     CLASS II
 JA0307
 JA0307.The horizontal coordinates were scaled from a topographic map and have
 JA0307.an estimated accuracy of +/- 6 seconds.
 JA0307
 JA0307.The orthometric height was determined by differential leveling
 JA0307.and adjusted by the National Geodetic Survey in June 1991..
 JA0307
 JA0307.The geoid height was determined by GEOID03.
 JA0307
 JA0307.The dynamic height is computed by dividing the NAVD 88
 JA0307.geopotential number by the normal gravity value computed on the
 JA0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0307.degrees latitude (g = 980.6199 gals.).
 JA0307
 JA0307.The modeled gravity was interpolated from observed gravity values.
 JA0307
 JA0307;                    North         East    Units  Estimated Accuracy
 JA0307;SPC KY1Z     - 1,193,060.    1,443,770.      MT  (+/- 180 meters Scaled)
 JA0307
 JA0307                          SUPERSEDED SURVEY CONTROL
 JA0307
 JA0307  NGVD 29 (??/??/92)  209.057  (m)          685.88   (f) ADJ UNCH    1 2
 JA0307
 JA0307.Superseded values are not recommended for survey control.
 JA0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0307.See file dsdata.txt to determine how the superseded data were derived.
 JA0307
 JA0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH534138(NAD 83)
 JA0307_MARKER: DB = BENCH MARK DISK
 JA0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0307_STAMPING: J 339 1953
 JA0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0307+STABILITY: SURFACE MOTION
 JA0307
 JA0307  HISTORY     - Date     Condition        Report By
 JA0307  HISTORY     - 1953     MONUMENTED       CGS
 JA0307  HISTORY     - 1970     MARK NOT FOUND   USGS
 JA0307
 JA0307                          STATION DESCRIPTION
 JA0307
 JA0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0307'2.5 MI S FROM WOLF CREEK.
 JA0307'2.5 MILES SOUTH ALONG STATE HIGHWAY 1047 FROM THE POST OFFICE
 JA0307'AT WOLF CREEK, ABOUT 0.15 MILE NORTH OF THE TOP OF A GRADE AND
 JA0307'JUNCTION OF A ROAD LEADING WEST, ABOUT 0.6 MILE NORTH OF BARR
 JA0307'CEMETERY, ABOUT 145 YARDS SOUTH OF JOHNSONS GROCERY STORE AND
 JA0307'PAN-AM SERVICE STATION, 19 FEET WEST OF CENTER LINE OF HIGHWAY,
 JA0307'47 FEET SOUTH OF SOUTH END OF WEST STONE MASONRY HEAD WALL OF A
 JA0307'PIPE CULVERT, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE
 JA0307'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0307
 JA0307                          STATION RECOVERY (1970)
 JA0307
 JA0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JA0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0325 ***********************************************************************
 JA0325  DESIGNATION -  J 340
 JA0325  PID         -  JA0325
 JA0325  STATE/COUNTY-  KY/MEADE
 JA0325  USGS QUAD   -  LEAVENWORTH (1980)
 JA0325
 JA0325                         *CURRENT SURVEY CONTROL
 JA0325  ___________________________________________________________________
 JA0325* NAD 83(1986)-  38 10 57.     (N)    086 20 18.     (W)     SCALED    
 JA0325* NAVD 88     -       114.268  (meters)     374.89   (feet)  ADJUSTED  
 JA0325  ___________________________________________________________________
 JA0325  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JA0325  DYNAMIC HT  -         114.187 (meters)     374.63  (feet)  COMP
 JA0325  MODELED GRAV-     979,914.7   (mgal)                       NAVD 88
 JA0325
 JA0325  VERT ORDER  -  FIRST     CLASS II
 JA0325
 JA0325.The horizontal coordinates were scaled from a topographic map and have
 JA0325.an estimated accuracy of +/- 6 seconds.
 JA0325
 JA0325.The orthometric height was determined by differential leveling
 JA0325.and adjusted by the National Geodetic Survey in June 1991..
 JA0325
 JA0325.The geoid height was determined by GEOID03.
 JA0325
 JA0325.The dynamic height is computed by dividing the NAVD 88
 JA0325.geopotential number by the normal gravity value computed on the
 JA0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0325.degrees latitude (g = 980.6199 gals.).
 JA0325
 JA0325.The modeled gravity was interpolated from observed gravity values.
 JA0325
 JA0325;                    North         East    Units  Estimated Accuracy
 JA0325;SPC KY1Z     - 1,205,390.    1,448,460.      MT  (+/- 180 meters Scaled)
 JA0325
 JA0325                          SUPERSEDED SURVEY CONTROL
 JA0325
 JA0325  NGVD 29 (??/??/92)  114.378  (m)          375.26   (f) ADJ UNCH    1 2
 JA0325
 JA0325.Superseded values are not recommended for survey control.
 JA0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0325.See file dsdata.txt to determine how the superseded data were derived.
 JA0325
 JA0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH579262(NAD 83)
 JA0325_MARKER: DB = BENCH MARK DISK
 JA0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0325_SP_SET: CONCRETE DAM
 JA0325_STAMPING: J 340 1953
 JA0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0325
 JA0325  HISTORY     - Date     Condition        Report By
 JA0325  HISTORY     - 1953     MONUMENTED       CGS
 JA0325
 JA0325                          STATION DESCRIPTION
 JA0325
 JA0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0325'10.2 MI N FROM BATTLETOWN.
 JA0325'4.8 MILES NORTH ALONG STATE HIGHWAY 228 FROM THE SCHOOL AT
 JA0325'BATTLETOWN, THENCE ABOUT 3.8 MILES NORTHEAST AND NORTHWEST ALONG
 JA0325'A GRAVEL ROAD, THENCE ABOUT 1.6 MILES NORTHWEST ALONG A TRAIL
 JA0325'AND LEFT BANK OF OHIO RIVER, AT LOCK AND DAM NO. 44, SET IN THE
 JA0325'TOP OF THE CENTER OF CONCRETE DAM, 1 FOOT NORTH-NORTHEAST OF
 JA0325'SOUTH-SOUTHWEST END OF DAM AND THE NORTH-NORTHEAST FACE OF
 JA0325'CONCRETE ABUTMENT OR BACKWALL AT SOUTH-SOUTHWEST END OF DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0068 ***********************************************************************
 HA0068  DESIGNATION -  J 341
 HA0068  PID         -  HA0068
 HA0068  STATE/COUNTY-  KY/MEADE
 HA0068  USGS QUAD   -  ROCK HAVEN (1991)
 HA0068
 HA0068                         *CURRENT SURVEY CONTROL
 HA0068  ___________________________________________________________________
 HA0068* NAD 83(1986)-  37 59 30.     (N)    086 00 54.     (W)     SCALED    
 HA0068* NAVD 88     -       132.364  (meters)     434.26   (feet)  ADJUSTED  
 HA0068  ___________________________________________________________________
 HA0068  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HA0068  DYNAMIC HT  -         132.270 (meters)     433.96  (feet)  COMP
 HA0068  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 HA0068
 HA0068  VERT ORDER  -  FIRST     CLASS II
 HA0068
 HA0068.The horizontal coordinates were scaled from a topographic map and have
 HA0068.an estimated accuracy of +/- 6 seconds.
 HA0068
 HA0068.The orthometric height was determined by differential leveling
 HA0068.and adjusted by the National Geodetic Survey in June 1991..
 HA0068
 HA0068.The geoid height was determined by GEOID03.
 HA0068
 HA0068.The dynamic height is computed by dividing the NAVD 88
 HA0068.geopotential number by the normal gravity value computed on the
 HA0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0068.degrees latitude (g = 980.6199 gals.).
 HA0068
 HA0068.The modeled gravity was interpolated from observed gravity values.
 HA0068
 HA0068;                    North         East    Units  Estimated Accuracy
 HA0068;SPC KY1Z     - 1,184,080.    1,476,720.      MT  (+/- 180 meters Scaled)
 HA0068
 HA0068                          SUPERSEDED SURVEY CONTROL
 HA0068
 HA0068  NGVD 29 (??/??/92)  132.486  (m)          434.66   (f) ADJ UNCH    1 2
 HA0068
 HA0068.Superseded values are not recommended for survey control.
 HA0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0068.See file dsdata.txt to determine how the superseded data were derived.
 HA0068
 HA0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH864053(NAD 83)
 HA0068_MARKER: DB = BENCH MARK DISK
 HA0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0068_STAMPING: J 341 1953
 HA0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0068+STABILITY: SURFACE MOTION
 HA0068
 HA0068  HISTORY     - Date     Condition        Report By
 HA0068  HISTORY     - 1953     MONUMENTED       CGS
 HA0068  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0068
 HA0068                          STATION DESCRIPTION
 HA0068
 HA0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0068'3.8 MI W FROM WEST POINT.
 HA0068'ABOUT 3.75 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0068'FROM THE JUNCTION OF THE ILLINOIS CENTRAL RAILROAD AT WEST POINT,
 HA0068'41 1/2 FEET NORTH-NORTHWEST OF THE NORTHWEST RAIL, 59 FEET
 HA0068'WEST-NORTHWEST OF THE CENTER OF A GRAVEL ROAD CROSSING, 33 FEET
 HA0068'WEST OF THE CENTER LINE OF THE ROAD, 23 1/2 FEET NORTH-NORTHEAST
 HA0068'OF POLE 26/13, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 HA0068'3 1/2 FEET BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF  A
 HA0068'CONCRETE POST PROJECTING 4 INCHES.
 HA0068
 HA0068                          STATION RECOVERY (1988)
 HA0068
 HA0068'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 HA0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2312 ***********************************************************************
 GZ2312  DESIGNATION -  J 342
 GZ2312  PID         -  GZ2312
 GZ2312  STATE/COUNTY-  KY/HARDIN
 GZ2312  USGS QUAD   -  CECILIA (1992)
 GZ2312
 GZ2312                         *CURRENT SURVEY CONTROL
 GZ2312  ___________________________________________________________________
 GZ2312* NAD 83(1986)-  37 41 33.     (N)    085 57 46.     (W)     SCALED    
 GZ2312* NAVD 88     -       223.466  (meters)     733.15   (feet)  ADJUSTED  
 GZ2312  ___________________________________________________________________
 GZ2312  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GZ2312  DYNAMIC HT  -         223.299 (meters)     732.61  (feet)  COMP
 GZ2312  MODELED GRAV-     979,875.1   (mgal)                       NAVD 88
 GZ2312
 GZ2312  VERT ORDER  -  FIRST     CLASS II
 GZ2312
 GZ2312.The horizontal coordinates were scaled from a topographic map and have
 GZ2312.an estimated accuracy of +/- 6 seconds.
 GZ2312
 GZ2312.The orthometric height was determined by differential leveling
 GZ2312.and adjusted by the National Geodetic Survey in June 1991..
 GZ2312
 GZ2312.The geoid height was determined by GEOID03.
 GZ2312
 GZ2312.The dynamic height is computed by dividing the NAVD 88
 GZ2312.geopotential number by the normal gravity value computed on the
 GZ2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2312.degrees latitude (g = 980.6199 gals.).
 GZ2312
 GZ2312.The modeled gravity was interpolated from observed gravity values.
 GZ2312
 GZ2312;                    North         East    Units  Estimated Accuracy
 GZ2312;SPC KY1Z     - 1,150,870.    1,481,240.      MT  (+/- 180 meters Scaled)
 GZ2312
 GZ2312                          SUPERSEDED SURVEY CONTROL
 GZ2312
 GZ2312  NGVD 29 (??/??/92)  223.583  (m)          733.54   (f) ADJ UNCH    1 2
 GZ2312
 GZ2312.Superseded values are not recommended for survey control.
 GZ2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2312.See file dsdata.txt to determine how the superseded data were derived.
 GZ2312
 GZ2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG914722(NAD 83)
 GZ2312_MARKER: DB = BENCH MARK DISK
 GZ2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2312_STAMPING: J 342 1953
 GZ2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2312+STABILITY: SURFACE MOTION
 GZ2312
 GZ2312  HISTORY     - Date     Condition        Report By
 GZ2312  HISTORY     - 1953     MONUMENTED       CGS
 GZ2312  HISTORY     - 1982     MARK NOT FOUND   KYDT
 GZ2312  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GZ2312
 GZ2312                          STATION DESCRIPTION
 GZ2312
 GZ2312'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2312'1.8 MI N FROM CECILIA.
 GZ2312'1.85 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GZ2312'STATION AT CECILIA, ABOUT 0.5 MILE SOUTH OF THE STATION AT ST.
 GZ2312'JOHN, 0.1 MILE SOUTH OF MILE POST 45, 32 1/2 FEET WEST OF THE
 GZ2312'WEST RAIL, 99 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GZ2312'WHITE FRAME HOUSE, 2 1/2 FEET NORTHWEST OF A FENCE CORNER, 2 FEET
 GZ2312'WEST OF A FENCE LINE, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 GZ2312'POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE
 GZ2312'POST PROJECTING 4 INCHES.
 GZ2312
 GZ2312                          STATION RECOVERY (1982)
 GZ2312
 GZ2312'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2312'MARK NOT FOUND.
 GZ2312
 GZ2312                          STATION RECOVERY (1988)
 GZ2312
 GZ2312'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 GZ2312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1936 ***********************************************************************
 GZ1936  DESIGNATION -  J 343
 GZ1936  PID         -  GZ1936
 GZ1936  STATE/COUNTY-  KY/HART
 GZ1936  USGS QUAD   -  HORSE CAVE (1966)
 GZ1936
 GZ1936                         *CURRENT SURVEY CONTROL
 GZ1936  ___________________________________________________________________
 GZ1936* NAD 83(1986)-  37 11 15.     (N)    085 53 51.     (W)     SCALED    
 GZ1936* NAVD 88     -       190.289  (meters)     624.31   (feet)  ADJUSTED  
 GZ1936  ___________________________________________________________________
 GZ1936  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GZ1936  DYNAMIC HT  -         190.141 (meters)     623.82  (feet)  COMP
 GZ1936  MODELED GRAV-     979,845.6   (mgal)                       NAVD 88
 GZ1936
 GZ1936  VERT ORDER  -  FIRST     CLASS II
 GZ1936
 GZ1936.The horizontal coordinates were scaled from a topographic map and have
 GZ1936.an estimated accuracy of +/- 6 seconds.
 GZ1936
 GZ1936.The orthometric height was determined by differential leveling
 GZ1936.and adjusted by the National Geodetic Survey in June 1991..
 GZ1936
 GZ1936.The geoid height was determined by GEOID03.
 GZ1936
 GZ1936.The dynamic height is computed by dividing the NAVD 88
 GZ1936.geopotential number by the normal gravity value computed on the
 GZ1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1936.degrees latitude (g = 980.6199 gals.).
 GZ1936
 GZ1936.The modeled gravity was interpolated from observed gravity values.
 GZ1936
 GZ1936;                    North         East    Units  Estimated Accuracy
 GZ1936;SPC KY1Z     - 1,094,810.    1,486,900.      MT  (+/- 180 meters Scaled)
 GZ1936
 GZ1936                          SUPERSEDED SURVEY CONTROL
 GZ1936
 GZ1936  NGVD 29 (??/??/92)  190.408  (m)          624.70   (f) ADJ UNCH    1 2
 GZ1936
 GZ1936.Superseded values are not recommended for survey control.
 GZ1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1936.See file dsdata.txt to determine how the superseded data were derived.
 GZ1936
 GZ1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG978162(NAD 83)
 GZ1936_MARKER: DB = BENCH MARK DISK
 GZ1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1936_STAMPING: J 343 1953
 GZ1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1936+STABILITY: SURFACE MOTION
 GZ1936
 GZ1936  HISTORY     - Date     Condition        Report By
 GZ1936  HISTORY     - 1953     MONUMENTED       CGS
 GZ1936
 GZ1936                          STATION DESCRIPTION
 GZ1936
 GZ1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ1936'0.7 MI NE FROM HORSE CAVE.
 GZ1936'ABOUT 0.7 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GZ1936'RAILROAD FROM THE STATION AT HORSE CAVE, ABOUT 230 YARDS NORTHEAST
 GZ1936'OF MILE POST 80, 30 FEET SOUTHEAST OF SOUTHEAST RAIL, 40 1/2
 GZ1936'FEET NORTHWEST OF CENTER LINE OF U.S. HIGHWAY 31W, 70 FEET
 GZ1936'EAST-NORTHEAST OF CENTER OF CROSSING OF A NARROW GRAVEL ROAD
 GZ1936'LEADING NORTHWEST, 94 1/2 FEET EAST-NORTHEAST AND ACROSS
 GZ1936'RAOD AND TRACK FROM A RAILROAD CITY LIMIT SIGN, 5 FEET NORTHEAST
 GZ1936'OF A TELEPHONE POLE, ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET
 GZ1936'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2067 ***********************************************************************
 GB2067  DESIGNATION -  J 344
 GB2067  PID         -  GB2067
 GB2067  STATE/COUNTY-  KY/METCALFE
 GB2067  USGS QUAD   -  EDMONTON (1982)
 GB2067
 GB2067                         *CURRENT SURVEY CONTROL
 GB2067  ___________________________________________________________________
 GB2067* NAD 83(1986)-  36 59 52.     (N)    085 30 48.     (W)     SCALED    
 GB2067* NAVD 88     -       224.041  (meters)     735.04   (feet)  ADJUSTED  
 GB2067  ___________________________________________________________________
 GB2067  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GB2067  DYNAMIC HT  -         223.863 (meters)     734.46  (feet)  COMP
 GB2067  MODELED GRAV-     979,827.8   (mgal)                       NAVD 88
 GB2067
 GB2067  VERT ORDER  -  FIRST     CLASS I
 GB2067
 GB2067.The horizontal coordinates were scaled from a topographic map and have
 GB2067.an estimated accuracy of +/- 6 seconds.
 GB2067
 GB2067.The orthometric height was determined by differential leveling
 GB2067.and adjusted by the National Geodetic Survey in June 1991..
 GB2067.WARNING-Repeat measurements at this control monument indicate possible
 GB2067.vertical movement.
 GB2067
 GB2067.The geoid height was determined by GEOID03.
 GB2067
 GB2067.The dynamic height is computed by dividing the NAVD 88
 GB2067.geopotential number by the normal gravity value computed on the
 GB2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2067.degrees latitude (g = 980.6199 gals.).
 GB2067
 GB2067.The modeled gravity was interpolated from observed gravity values.
 GB2067
 GB2067;                    North         East    Units  Estimated Accuracy
 GB2067;SPC KY1Z     - 1,073,770.    1,521,070.      MT  (+/- 180 meters Scaled)
 GB2067
 GB2067                          SUPERSEDED SURVEY CONTROL
 GB2067
 GB2067  NGVD 29 (??/??/92)  224.195  (m)          735.55   (f) ADJ UNCH    1 1
 GB2067
 GB2067.Superseded values are not recommended for survey control.
 GB2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2067.See file dsdata.txt to determine how the superseded data were derived.
 GB2067
 GB2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF322956(NAD 83)
 GB2067_MARKER: DB = BENCH MARK DISK
 GB2067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB2067_SP_SET: CULVERT
 GB2067_STAMPING: J 344 1953 735.53
 GB2067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB2067+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 GB2067
 GB2067  HISTORY     - Date     Condition        Report By
 GB2067  HISTORY     - 1953     MONUMENTED       CGS
 GB2067  HISTORY     - 1968     GOOD             NGS
 GB2067  HISTORY     - 20010412 GOOD             KYDT
 GB2067
 GB2067                          STATION DESCRIPTION
 GB2067
 GB2067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB2067'7.6 MI NE FROM EDMONTON.
 GB2067'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY
 GB2067'80 FROM THE METCALFE COUNTY COURTHOUSE AT EDMONTON, THENCE 7.1
 GB2067'MILES NORTHEAST ALONG STATE HIGHWAY 80, 0.8 MILE SOUTHWEST
 GB2067'OF THE METCALFE-ADAIR COUNTY LINE, 0.5 MILE EAST OF A CONCRETE
 GB2067'HIGHWAY BRIDGE OVER EAST FORK LITTLE BARREN RIVER, SET IN THE
 GB2067'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL
 GB2067'OF A BOX CULVERT UNDER THE HIGHWAY, 22 FEET NORTHWEST OF THE
 GB2067'CENTERLINE AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GB2067
 GB2067                          STATION RECOVERY (2001)
 GB2067
 GB2067'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GB2067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0149 ***********************************************************************
 HA0149  DESIGNATION -  J 345
 HA0149  PID         -  HA0149
 HA0149  STATE/COUNTY-  KY/WARREN
 HA0149  USGS QUAD   -  SMITHS GROVE (1994)
 HA0149
 HA0149                         *CURRENT SURVEY CONTROL
 HA0149  ___________________________________________________________________
 HA0149* NAD 83(1986)-  37 03 09.     (N)    086 12 30.     (W)     SCALED    
 HA0149* NAVD 88     -       194.258  (meters)     637.33   (feet)  ADJUSTED  
 HA0149  ___________________________________________________________________
 HA0149  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HA0149  DYNAMIC HT  -         194.107 (meters)     636.83  (feet)  COMP
 HA0149  MODELED GRAV-     979,851.8   (mgal)                       NAVD 88
 HA0149
 HA0149  VERT ORDER  -  FIRST     CLASS I
 HA0149
 HA0149.The horizontal coordinates were scaled from a topographic map and have
 HA0149.an estimated accuracy of +/- 6 seconds.
 HA0149
 HA0149.The orthometric height was determined by differential leveling
 HA0149.and adjusted by the National Geodetic Survey in June 1991..
 HA0149.WARNING-Repeat measurements at this control monument indicate possible
 HA0149.vertical movement.
 HA0149
 HA0149.The geoid height was determined by GEOID03.
 HA0149
 HA0149.The dynamic height is computed by dividing the NAVD 88
 HA0149.geopotential number by the normal gravity value computed on the
 HA0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0149.degrees latitude (g = 980.6199 gals.).
 HA0149
 HA0149.The modeled gravity was interpolated from observed gravity values.
 HA0149
 HA0149;                    North         East    Units  Estimated Accuracy
 HA0149;SPC KY1Z     - 1,079,920.    1,459,230.      MT  (+/- 180 meters Scaled)
 HA0149
 HA0149                          SUPERSEDED SURVEY CONTROL
 HA0149
 HA0149  NGVD 29 (??/??/92)  194.369  (m)          637.69   (f) ADJ UNCH    1 1
 HA0149
 HA0149.Superseded values are not recommended for survey control.
 HA0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0149.See file dsdata.txt to determine how the superseded data were derived.
 HA0149
 HA0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG703009(NAD 83)
 HA0149_MARKER: DB = BENCH MARK DISK
 HA0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0149_SP_SET: BUILDING
 HA0149_STAMPING: J 345 1954
 HA0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0149
 HA0149  HISTORY     - Date     Condition        Report By
 HA0149  HISTORY     - 1954     MONUMENTED       CGS
 HA0149  HISTORY     - 1968     GOOD             NGS
 HA0149
 HA0149                          STATION DESCRIPTION
 HA0149
 HA0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0149'AT SMITHS GROVE.
 HA0149'AT SMITHS GROVE, 90 YARDS NORTH OF THE CENTER OF A CROSSING OF
 HA0149'THE LOUISVILLE AND NASHVILLE RAILROAD AND STATE HIGHWAY 101,
 HA0149'SET VERTICALLY IN THE SOUTH FACE OF THE SOUTH STONE WALL OF
 HA0149'THE FARMERS BANK BUILDING, 1.0 FOOT WEST OF THE SOUTHEAST
 HA0149'CORNER OF THE BUILDING, 74 FEET EAST OF THE CENTERLINE OF
 HA0149'MAIN STREET WHICH IS STATE HIGHWAY 101, 34 FEET NORTH OF THE
 HA0149'CENTERLINE OF FIRST STREET, AND ABOUT 2 1/2 FEET ABOVE THE
 HA0149'LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0943 ***********************************************************************
 GC0943  DESIGNATION -  J 347
 GC0943  PID         -  GC0943
 GC0943  STATE/COUNTY-  KY/LOGAN
 GC0943  USGS QUAD   -  DENNIS (1983)
 GC0943
 GC0943                         *CURRENT SURVEY CONTROL
 GC0943  ___________________________________________________________________
 GC0943* NAD 83(1993)-  36 51 00.41524(N)    086 46 44.45763(W)     ADJUSTED  
 GC0943* NAVD 88     -       196.619  (meters)     645.07   (feet)  ADJUSTED  
 GC0943  ___________________________________________________________________
 GC0943  X           -     287,123.153 (meters)                     COMP
 GC0943  Y           -  -5,102,046.802 (meters)                     COMP
 GC0943  Z           -   3,804,195.844 (meters)                     COMP
 GC0943  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 GC0943  ELLIP HEIGHT-         166.70  (meters)          (02/04/97) GPS OBS
 GC0943  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 GC0943  DYNAMIC HT  -         196.462 (meters)     644.56  (feet)  COMP
 GC0943  MODELED GRAV-     979,828.8   (mgal)                       NAVD 88
 GC0943
 GC0943  HORZ ORDER  -  FIRST
 GC0943  VERT ORDER  -  FIRST     CLASS I
 GC0943  ELLP ORDER  -  FOURTH    CLASS II
 GC0943
 GC0943.The horizontal coordinates were established by GPS observations
 GC0943.and adjusted by the National Geodetic Survey in February 1997..
 GC0943
 GC0943.The orthometric height was determined by differential leveling
 GC0943.and adjusted by the National Geodetic Survey in June 1991..
 GC0943
 GC0943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC0943
 GC0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0943
 GC0943.The ellipsoidal height was determined by GPS observations
 GC0943.and is referenced to NAD 83.
 GC0943
 GC0943.The geoid height was determined by GEOID03.
 GC0943
 GC0943.The dynamic height is computed by dividing the NAVD 88
 GC0943.geopotential number by the normal gravity value computed on the
 GC0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0943.degrees latitude (g = 980.6199 gals.).
 GC0943
 GC0943.The modeled gravity was interpolated from observed gravity values.
 GC0943
 GC0943;                    North         East     Units Scale Factor Converg.
 GC0943;SPC KY1Z     - 1,057,862.320 1,408,222.083   MT  1.00006396   -0 37 54.4
 GC0943;SPC KY1Z     - 3,470,669.96  4,620,141.95   sFT  1.00006396   -0 37 54.4
 GC0943;SPC KY S     -   557,848.924   408,229.665   MT  0.99998086   -0 37 26.6
 GC0943;SPC KY S     - 1,830,209.34  1,339,333.49   sFT  0.99998086   -0 37 26.6
 GC0943;UTM  16      - 4,078,268.173   519,700.827   MT  0.99960478   +0 07 57.1
 GC0943
 GC0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0943!SPC KY1Z     -   0.99997384  x   1.00006396  =   1.00003780
 GC0943!SPC KY S     -   0.99997384  x   0.99998086  =   0.99995470
 GC0943!UTM  16      -   0.99997384  x   0.99960478  =   0.99957863
 GC0943
 GC0943                          SUPERSEDED SURVEY CONTROL
 GC0943
 GC0943  NAVD 88 (02/04/97)  196.62   (m)          645.1    (f) LEVELING    3  
 GC0943  NGVD 29 (??/??/92)  196.732  (m)          645.44   (f) ADJ UNCH    1 1
 GC0943
 GC0943.Superseded values are not recommended for survey control.
 GC0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0943.See file dsdata.txt to determine how the superseded data were derived.
 GC0943
 GC0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1970178268(NAD 83)
 GC0943_MARKER: DB = BENCH MARK DISK
 GC0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0943_STAMPING: J 347 1954
 GC0943_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0943+STABILITY: SURFACE MOTION
 GC0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0943+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 GC0943
 GC0943  HISTORY     - Date     Condition        Report By
 GC0943  HISTORY     - 1954     MONUMENTED       CGS
 GC0943  HISTORY     - 1968     GOOD             NGS
 GC0943  HISTORY     - 19950912 GOOD             KYDT
 GC0943  HISTORY     - 19951112 GOOD             LOWE
 GC0943  HISTORY     - 20010919 GOOD             KYDT
 GC0943
 GC0943                          STATION DESCRIPTION
 GC0943
 GC0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0943'3.8 MI SW FROM AUBURN.
 GC0943'ABOUT 3.75 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0943'RAILROAD FROM THE AUBURN HIGH SCHOOL AT AUBURN, 0.8 MILE
 GC0943'NORTHEAST OF A CROSSING OF THE RAILROAD AND A PAVED ROAD, 0.3
 GC0943'MILE NORTHEAST OF MILEPOST 136, 51 FEET EAST OF THE CENTER OF A
 GC0943'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 28 1/2 FEET
 GC0943'SOUTHEAST OF THE SOUTHEAST RAIL, 15 FEET NORTHEAST OF THE
 GC0943'EXTENDED SOUTHWEST FACE OF A 2-STORY FRAME HOUSE, 9 FEET SOUTHEAST
 GC0943'OF A TELEPHONE POLE, 130 FEET EAST AND ACROSS THE TRACK AND
 GC0943'ROAD FROM BENCH MARK Y 388, ABOUT 2 FEET BELOW THE LEVEL OF
 GC0943'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GC0943'3 INCHES ABOVE THE SURFACE OF THE GROUND.
 GC0943
 GC0943                          STATION RECOVERY (1995)
 GC0943
 GC0943'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0943'MARK IS IN EDGE OF CULTIVATED FIELD.
 GC0943
 GC0943                          STATION RECOVERY (1995)
 GC0943
 GC0943'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GC0943'RECOVERED, NEW TO REACH FOLLOWS.  THE STATION IS ABOUT 14.5 KM (9.00
 GC0943'MI) EAST OF RUSSELLVILLE.  TO REACH THE STATION FROM THE JUNCTION OF
 GC0943'U.S.  HIGHWAYS 68 AND 80 AND COUNTY ROAD 722, GO WEST ON U.S.
 GC0943'HIGHWAYS 68 AND 80 2.6 KM (1.60 MI) TO A GRAVEL PRIVATE DRIVE ON THE
 GC0943'RIGHT.  TURN RIGHT AND GO 0.2 KM (0.10 MI) NORTH TO L AND N RAILROAD
 GC0943'TRACKS AND STATION ON THE RIGHT.  ORIGINAL REFERENCE TIES ARE STILL
 GC0943'GOOD.
 GC0943
 GC0943                          STATION RECOVERY (2001)
 GC0943
 GC0943'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (DP)
 GC0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1156 ***********************************************************************
 GC1156  DESIGNATION -  J 348
 GC1156  PID         -  GC1156
 GC1156  STATE/COUNTY-  KY/TODD
 GC1156  USGS QUAD   -  GUTHRIE (1983)
 GC1156
 GC1156                         *CURRENT SURVEY CONTROL
 GC1156  ___________________________________________________________________
 GC1156* NAD 83(1986)-  36 39 07.     (N)    087 09 36.     (W)     SCALED    
 GC1156* NAVD 88     -       173.009  (meters)     567.61   (feet)  ADJUSTED  
 GC1156  ___________________________________________________________________
 GC1156  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC1156  DYNAMIC HT  -         172.871 (meters)     567.16  (feet)  COMP
 GC1156  MODELED GRAV-     979,826.9   (mgal)                       NAVD 88
 GC1156
 GC1156  VERT ORDER  -  FIRST     CLASS II
 GC1156
 GC1156.The horizontal coordinates were scaled from a topographic map and have
 GC1156.an estimated accuracy of +/- 6 seconds.
 GC1156
 GC1156.The orthometric height was determined by differential leveling
 GC1156.and adjusted by the National Geodetic Survey in June 1991..
 GC1156
 GC1156.The geoid height was determined by GEOID03.
 GC1156
 GC1156.The dynamic height is computed by dividing the NAVD 88
 GC1156.geopotential number by the normal gravity value computed on the
 GC1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1156.degrees latitude (g = 980.6199 gals.).
 GC1156
 GC1156.The modeled gravity was interpolated from observed gravity values.
 GC1156
 GC1156;                    North         East    Units  Estimated Accuracy
 GC1156;SPC KY1Z     - 1,036,320.    1,373,910.      MT  (+/- 180 meters Scaled)
 GC1156
 GC1156                          SUPERSEDED SURVEY CONTROL
 GC1156
 GC1156  NGVD 29 (??/??/92)  173.089  (m)          567.88   (f) ADJ UNCH    1 2
 GC1156
 GC1156.Superseded values are not recommended for survey control.
 GC1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1156.See file dsdata.txt to determine how the superseded data were derived.
 GC1156
 GC1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF856562(NAD 83)
 GC1156_MARKER: DB = BENCH MARK DISK
 GC1156_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GC1156+WITH SETTING: PAVEMENT
 GC1156_STAMPING: J 348 1954
 GC1156_MARK LOGO: CGS   
 GC1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1156
 GC1156  HISTORY     - Date     Condition        Report By
 GC1156  HISTORY     - 1954     MONUMENTED       CGS
 GC1156  HISTORY     - 1984     GOOD             NGS
 GC1156
 GC1156                          STATION DESCRIPTION
 GC1156
 GC1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1156'AT GUTHRIE.
 GC1156'AT GUTHRIE, ABOUT 0.3 MILE NORTHEAST ALONG THE LOUISVILLE AND
 GC1156'NASHVILLE RAILROAD FROM THE STATION, THENCE ABOUT 155 YARDS
 GC1156'NORTHWEST ALONG A STREET, AT THE CITY WATER TOWER, NORTHEAST
 GC1156'AND ACROSS A STREET FROM THE HIGH SCHOOL, IN THE TOP OF THE
 GC1156'SOUTHWEST CORNER OF THE CONCRETE BASE OF THE SOUTH LEG OF WATER
 GC1156'TOWER, 35 FEET NORTHEAST OF CENTER LINE OF STREET AND ABOUT 1 1/2
 GC1156'FEET ABOVE GROUND.
 GC1156
 GC1156                          STATION RECOVERY (1984)
 GC1156
 GC1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1445 ***********************************************************************
 HZ1445  DESIGNATION -  J 349
 HZ1445  PID         -  HZ1445
 HZ1445  STATE/COUNTY-  KY/JEFFERSON
 HZ1445  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1445
 HZ1445                         *CURRENT SURVEY CONTROL
 HZ1445  ___________________________________________________________________
 HZ1445* NAD 83(1986)-  38 14 59.     (N)    085 36 31.     (W)     SCALED    
 HZ1445* NAVD 88     -       170.981  (meters)     560.96   (feet)  ADJUSTED  
 HZ1445  ___________________________________________________________________
 HZ1445  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1445  DYNAMIC HT  -         170.865 (meters)     560.58  (feet)  COMP
 HZ1445  MODELED GRAV-     979,948.3   (mgal)                       NAVD 88
 HZ1445
 HZ1445  VERT ORDER  -  FIRST     CLASS II
 HZ1445
 HZ1445.The horizontal coordinates were scaled from a topographic map and have
 HZ1445.an estimated accuracy of +/- 6 seconds.
 HZ1445
 HZ1445.The orthometric height was determined by differential leveling
 HZ1445.and adjusted by the National Geodetic Survey in June 1991..
 HZ1445
 HZ1445.The geoid height was determined by GEOID03.
 HZ1445
 HZ1445.The dynamic height is computed by dividing the NAVD 88
 HZ1445.geopotential number by the normal gravity value computed on the
 HZ1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1445.degrees latitude (g = 980.6199 gals.).
 HZ1445
 HZ1445.The modeled gravity was interpolated from observed gravity values.
 HZ1445
 HZ1445;                    North         East    Units  Estimated Accuracy
 HZ1445;SPC KY1Z     - 1,212,700.    1,512,380.      MT  (+/- 180 meters Scaled)
 HZ1445
 HZ1445                          SUPERSEDED SURVEY CONTROL
 HZ1445
 HZ1445  NGVD 29 (??/??/92)  171.134  (m)          561.46   (f) ADJ UNCH    1 2
 HZ1445
 HZ1445.Superseded values are not recommended for survey control.
 HZ1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1445.See file dsdata.txt to determine how the superseded data were derived.
 HZ1445
 HZ1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH217344(NAD 83)
 HZ1445_MARKER: DB = BENCH MARK DISK
 HZ1445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1445_SP_SET: BUILDING
 HZ1445_STAMPING: J 349 1954
 HZ1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1445
 HZ1445  HISTORY     - Date     Condition        Report By
 HZ1445  HISTORY     - 1954     MONUMENTED       CGS
 HZ1445  HISTORY     - 1967     GOOD             NGS
 HZ1445  HISTORY     - 1981     GOOD             KYDT
 HZ1445
 HZ1445                          STATION DESCRIPTION
 HZ1445
 HZ1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HZ1445'2.6 MI E FROM ST MATTHEWS.
 HZ1445'THE MARK IS 2.55 MILES EAST ALONG U.S. HIGHWAY 60 AND 460 FROM
 HZ1445'THE LINCOLN FIRST NATIONAL BANK IN ST. MATTHEWS, 80 YARDS NORTH
 HZ1445'OF THE HIGHWAY, SET VERTICALLY IN THE SOUTH FACE AND IN THE
 HZ1445'NORTHWEST CORNER OF THE ANGLE FORMED BY THE ADDITION OF A NEW
 HZ1445'WING AT THE ST. MARGARET MARY CATHOLIC SCHOOL BUILDING, 10 FEET
 HZ1445'NORTH OF THE SOUTHEAST CORNER OF THE WEST WING OF THE BUILDING
 HZ1445'AND ABOUT 2 FEET ABOVE THE GROUND LEVEL.
 HZ1445
 HZ1445                          STATION RECOVERY (1981)
 HZ1445
 HZ1445'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0052 ***********************************************************************
 HZ0052  DESIGNATION -  J 35
 HZ0052  PID         -  HZ0052
 HZ0052  STATE/COUNTY-  KY/PENDLETON
 HZ0052  USGS QUAD   -  GOFORTH (1987)
 HZ0052
 HZ0052                         *CURRENT SURVEY CONTROL
 HZ0052  ___________________________________________________________________
 HZ0052* NAD 83(1993)-  38 38 32.60858(N)    084 28 24.12805(W)     ADJUSTED  
 HZ0052* NAVD 88     -       282.921  (meters)     928.22   (feet)  ADJUSTED  
 HZ0052  ___________________________________________________________________
 HZ0052  X           -     480,425.666 (meters)                     COMP
 HZ0052  Y           -  -4,965,220.212 (meters)                     COMP
 HZ0052  Z           -   3,961,542.857 (meters)                     COMP
 HZ0052  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 HZ0052  ELLIP HEIGHT-         248.90  (meters)          (01/09/97) GPS OBS
 HZ0052  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HZ0052  DYNAMIC HT  -         282.729 (meters)     927.59  (feet)  COMP
 HZ0052  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 HZ0052
 HZ0052  HORZ ORDER  -  FIRST
 HZ0052  VERT ORDER  -  SECOND    CLASS 0
 HZ0052  ELLP ORDER  -  FOURTH    CLASS II
 HZ0052
 HZ0052.The horizontal coordinates were established by GPS observations
 HZ0052.and adjusted by the National Geodetic Survey in January 1997..
 HZ0052
 HZ0052.The orthometric height was determined by differential leveling
 HZ0052.and adjusted by the National Geodetic Survey in June 1991..
 HZ0052
 HZ0052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ0052
 HZ0052.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0052
 HZ0052.The ellipsoidal height was determined by GPS observations
 HZ0052.and is referenced to NAD 83.
 HZ0052
 HZ0052.The geoid height was determined by GEOID03.
 HZ0052
 HZ0052.The dynamic height is computed by dividing the NAVD 88
 HZ0052.geopotential number by the normal gravity value computed on the
 HZ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0052.degrees latitude (g = 980.6199 gals.).
 HZ0052
 HZ0052.The modeled gravity was interpolated from observed gravity values.
 HZ0052
 HZ0052;                    North         East     Units Scale Factor Converg.
 HZ0052;SPC KY1Z     - 1,257,033.947 1,611,140.369   MT  0.99999424   +0 47 01.7
 HZ0052;SPC KY1Z     - 4,124,118.87  5,285,883.03   sFT  0.99999424   +0 47 01.7
 HZ0052;SPC KY N     -   126,826.819   480,553.999   MT  0.99996674   -0 08 20.2
 HZ0052;SPC KY N     -   416,097.66  1,576,617.58   sFT  0.99996674   -0 08 20.2
 HZ0052;UTM  16      - 4,280,122.383   719,898.289   MT  1.00019551   +1 34 42.3
 HZ0052
 HZ0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0052!SPC KY1Z     -   0.99996095  x   0.99999424  =   0.99995519
 HZ0052!SPC KY N     -   0.99996095  x   0.99996674  =   0.99992769
 HZ0052!UTM  16      -   0.99996095  x   1.00019551  =   1.00015645
 HZ0052
 HZ0052                          SUPERSEDED SURVEY CONTROL
 HZ0052
 HZ0052  NAVD 88 (01/09/97)  282.92   (m)          928.2    (f) LEVELING    3  
 HZ0052  NGVD 29 (??/??/92)  283.132  (m)          928.91   (f) ADJ UNCH    2 0
 HZ0052
 HZ0052.Superseded values are not recommended for survey control.
 HZ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0052.See file dsdata.txt to determine how the superseded data were derived.
 HZ0052
 HZ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1989880122(NAD 83)
 HZ0052_MARKER: DB = BENCH MARK DISK
 HZ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0052_STAMPING: J 35 1935 928.909
 HZ0052_MARK LOGO: CGS   
 HZ0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0052+STABILITY: SURFACE MOTION
 HZ0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0052+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2001
 HZ0052
 HZ0052  HISTORY     - Date     Condition        Report By
 HZ0052  HISTORY     - 1935     MONUMENTED       CGS
 HZ0052  HISTORY     - 1955     GOOD             NGS
 HZ0052  HISTORY     - 19951113 GOOD             LOWE
 HZ0052  HISTORY     - 20010905 GOOD             KYDT
 HZ0052
 HZ0052                          STATION DESCRIPTION
 HZ0052
 HZ0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0052'10.6 MI WSW FROM FALMOUTH.
 HZ0052'2.2 MILES NORTHWEST ALONG U.S. HIGHWAY 27 AND STATE HIGHWAY 22
 HZ0052'FROM THE JUNCTION OF THESE HIGHWAYS AT THE NORTHWEST PART OF
 HZ0052'FALMOUTH, THENCE 8.35 MILES WEST AND SOUTHWEST ALONG STATE HIGHWAY
 HZ0052'22, AT THE JUNCTION OF STATE HIGHWAY 1054 SOUTHEAST, 41.0 FEET
 HZ0052'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 22, 26.5 FEET
 HZ0052'NORTHEAST OF THE CENTER LINE OF HIGHWAY 1054, 29.0 FEET SOUTH OF
 HZ0052'RIGHT-OF-WAY FENCE CORNER POST, 18.0 FEET SOUTHEAST OF A TELEPHONE
 HZ0052'POLE, 14.0 FEET SOUTHWEST OF NORTHEAST RIGHT-OF-WAY FENCE OF
 HZ0052'HIGHWAY 1054, ABOUT 5 FEET ABOVE THE LEVEL OF JUNCTION OF HIGHWAYS.
 HZ0052
 HZ0052                          STATION RECOVERY (1995)
 HZ0052
 HZ0052'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HZ0052'RECOVERED AS DESCRIBED, NEW TO REACH FOLLOWS.*  STATION IS ABOUT 9.7
 HZ0052'KM (6.00 MI) NORTHWEST OF FALMOUTH ON STATE HIGHWAY 22 ON THE RIGHT OF
 HZ0052'WAY.*  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 27 AND STATE
 HZ0052'HIGHWAY 22 IN THE NORTHWEST PART OF FALMOUTH, GO NORTHWEST 3.5 KM
 HZ0052'(2.15 MI) TO STATE HIGHWAY 22 ON THE LEFT.  TURN LEFT AND GO WEST ON
 HZ0052'STATE HIGHWAY 22 13.44 KM (8.35 MI) TO THE STATION ON THE LEFT AT THE
 HZ0052'INTERSECTION OF STATE HIGHWAY 22 AND STATE HIGHWAY 1054.*  STATION IS
 HZ0052'A BRASS DISK SET IN A CONCRETE MONUMENT.  STATION IS 12.5 M (41.0 FT)
 HZ0052'FROM CENTERLINE OF STATE HIGHWAY 22.  8.1 M (26.6 FT) NORTHEAST FROM
 HZ0052'CENTERLINE OF STATE HIGHWAY 1054.  5.5 M (18.0 FT) SOUTHEAST FROM A
 HZ0052'TELEPHONE POLE.*
 HZ0052
 HZ0052                          STATION RECOVERY (2001)
 HZ0052
 HZ0052'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HZ0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1147 ***********************************************************************
 HZ1147  DESIGNATION -  J 350
 HZ1147  PID         -  HZ1147
 HZ1147  STATE/COUNTY-  KY/SHELBY
 HZ1147  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1147
 HZ1147                         *CURRENT SURVEY CONTROL
 HZ1147  ___________________________________________________________________
 HZ1147* NAD 83(1986)-  38 12 38.     (N)    085 12 27.     (W)     SCALED    
 HZ1147* NAVD 88     -       215.733  (meters)     707.78   (feet)  ADJUSTED  
 HZ1147  ___________________________________________________________________
 HZ1147  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ1147  DYNAMIC HT  -         215.581 (meters)     707.29  (feet)  COMP
 HZ1147  MODELED GRAV-     979,919.6   (mgal)                       NAVD 88
 HZ1147
 HZ1147  VERT ORDER  -  FIRST     CLASS II
 HZ1147
 HZ1147.The horizontal coordinates were scaled from a topographic map and have
 HZ1147.an estimated accuracy of +/- 6 seconds.
 HZ1147
 HZ1147.The orthometric height was determined by differential leveling
 HZ1147.and adjusted by the National Geodetic Survey in June 1991..
 HZ1147
 HZ1147.The geoid height was determined by GEOID03.
 HZ1147
 HZ1147.The dynamic height is computed by dividing the NAVD 88
 HZ1147.geopotential number by the normal gravity value computed on the
 HZ1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1147.degrees latitude (g = 980.6199 gals.).
 HZ1147
 HZ1147.The modeled gravity was interpolated from observed gravity values.
 HZ1147
 HZ1147;                    North         East    Units  Estimated Accuracy
 HZ1147;SPC KY1Z     - 1,208,480.    1,547,510.      MT  (+/- 180 meters Scaled)
 HZ1147
 HZ1147                          SUPERSEDED SURVEY CONTROL
 HZ1147
 HZ1147  NGVD 29 (??/??/92)  215.882  (m)          708.27   (f) ADJ UNCH    1 2
 HZ1147
 HZ1147.Superseded values are not recommended for survey control.
 HZ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1147.See file dsdata.txt to determine how the superseded data were derived.
 HZ1147
 HZ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH569306(NAD 83)
 HZ1147_MARKER: DB = BENCH MARK DISK
 HZ1147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1147_SP_SET: ABUTMENT
 HZ1147_STAMPING: J 350 1954
 HZ1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1147
 HZ1147  HISTORY     - Date     Condition        Report By
 HZ1147  HISTORY     - 1954     MONUMENTED       CGS
 HZ1147
 HZ1147                          STATION DESCRIPTION
 HZ1147
 HZ1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1147'AT SHELBYVILLE.
 HZ1147'AT SHELBYVILLE, ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 60 AND
 HZ1147'460 FROM THE COURT HOUSE, IN THE TOP OF THE NORTH END OF THE EAST
 HZ1147'ABUTMENT OF HIGHWAY BRIDGE OVER CLEAR CREEK, 23 FEET NORTH OF
 HZ1147'CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1071 ***********************************************************************
 HZ1071  DESIGNATION -  J 351
 HZ1071  PID         -  HZ1071
 HZ1071  STATE/COUNTY-  KY/OLDHAM
 HZ1071  USGS QUAD   -  LA GRANGE (1993)
 HZ1071
 HZ1071                         *CURRENT SURVEY CONTROL
 HZ1071  ___________________________________________________________________
 HZ1071* NAD 83(1986)-  38 26 20.     (N)    085 29 34.     (W)     SCALED    
 HZ1071* NAVD 88     -       235.441  (meters)     772.44   (feet)  ADJUSTED  
 HZ1071  ___________________________________________________________________
 HZ1071  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ1071  DYNAMIC HT  -         235.283 (meters)     771.92  (feet)  COMP
 HZ1071  MODELED GRAV-     979,953.5   (mgal)                       NAVD 88
 HZ1071
 HZ1071  VERT ORDER  -  FIRST     CLASS II
 HZ1071
 HZ1071.The horizontal coordinates were scaled from a topographic map and have
 HZ1071.an estimated accuracy of +/- 6 seconds.
 HZ1071
 HZ1071.The orthometric height was determined by differential leveling
 HZ1071.and adjusted by the National Geodetic Survey in June 1991..
 HZ1071
 HZ1071.The geoid height was determined by GEOID03.
 HZ1071
 HZ1071.The dynamic height is computed by dividing the NAVD 88
 HZ1071.geopotential number by the normal gravity value computed on the
 HZ1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1071.degrees latitude (g = 980.6199 gals.).
 HZ1071
 HZ1071.The modeled gravity was interpolated from observed gravity values.
 HZ1071
 HZ1071;                    North         East    Units  Estimated Accuracy
 HZ1071;SPC KY1Z     - 1,233,720.    1,522,460.      MT  (+/- 180 meters Scaled)
 HZ1071
 HZ1071                          SUPERSEDED SURVEY CONTROL
 HZ1071
 HZ1071  NGVD 29 (??/??/92)  235.602  (m)          772.97   (f) ADJ UNCH    1 2
 HZ1071
 HZ1071.Superseded values are not recommended for survey control.
 HZ1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1071.See file dsdata.txt to determine how the superseded data were derived.
 HZ1071
 HZ1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH315555(NAD 83)
 HZ1071_MARKER: DB = BENCH MARK DISK
 HZ1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1071_STAMPING: J 351 1954
 HZ1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1071+STABILITY: SURFACE MOTION
 HZ1071
 HZ1071  HISTORY     - Date     Condition        Report By
 HZ1071  HISTORY     - 1954     MONUMENTED       CGS
 HZ1071  HISTORY     - 1963     GOOD             NGS
 HZ1071
 HZ1071                          STATION DESCRIPTION
 HZ1071
 HZ1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1071'1 MI NE FROM SKYLIGHT.
 HZ1071'ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 42 FROM LIBERTY
 HZ1071'SCHOOL AT SKYLIGHT, ABOUT 0.2 MILE SOUTHWEST OF JUNCTION OF
 HZ1071'A ROAD WEST, ABOUT 0.5 MILE SOUTHWEST OF JUNCTION OF STATE
 HZ1071'HIGHWAY 393 LEADING SOUTHEAST, AT THE TOP OF A GRADE, 32 FEET
 HZ1071'NORTHWEST OF CENTER LINE OF HIGHWAY, 75 FEET WEST AND ACROSS
 HZ1071'HIGHWAY FROM TELEPHONE POLE NO. 248 1/2, 45 1/2 FEET SOUTHWEST
 HZ1071'OF POWER POLE NO. S003-7, 27 FEET SOUTHWEST OF CENTER OF A FARM
 HZ1071'GATE, 1 FOOT SOUTHEAST OF A FENCE LINE, ABOUT 1 FOOT BELOW
 HZ1071'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ1071'4 INCHES.
 HZ1071
 HZ1071                          STATION RECOVERY (1963)
 HZ1071
 HZ1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0900 ***********************************************************************
 HZ0900  DESIGNATION -  J 352
 HZ0900  PID         -  HZ0900
 HZ0900  STATE/COUNTY-  KY/TRIMBLE
 HZ0900  USGS QUAD   -  MADISON WEST (1993)
 HZ0900
 HZ0900                         *CURRENT SURVEY CONTROL
 HZ0900  ___________________________________________________________________
 HZ0900* NAD 83(1986)-  38 39 36.     (N)    085 24 27.     (W)     SCALED    
 HZ0900* NAVD 88     -       252.469  (meters)     828.31   (feet)  ADJUSTED  
 HZ0900  ___________________________________________________________________
 HZ0900  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ0900  DYNAMIC HT  -         252.303 (meters)     827.76  (feet)  COMP
 HZ0900  MODELED GRAV-     979,965.6   (mgal)                       NAVD 88
 HZ0900
 HZ0900  VERT ORDER  -  FIRST     CLASS II
 HZ0900
 HZ0900.The horizontal coordinates were scaled from a topographic map and have
 HZ0900.an estimated accuracy of +/- 6 seconds.
 HZ0900
 HZ0900.The orthometric height was determined by differential leveling
 HZ0900.and adjusted by the National Geodetic Survey in June 1991..
 HZ0900
 HZ0900.The geoid height was determined by GEOID03.
 HZ0900
 HZ0900.The dynamic height is computed by dividing the NAVD 88
 HZ0900.geopotential number by the normal gravity value computed on the
 HZ0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0900.degrees latitude (g = 980.6199 gals.).
 HZ0900
 HZ0900.The modeled gravity was interpolated from observed gravity values.
 HZ0900
 HZ0900;                    North         East    Units  Estimated Accuracy
 HZ0900;SPC KY1Z     - 1,258,280.    1,529,810.      MT  (+/- 180 meters Scaled)
 HZ0900
 HZ0900                          SUPERSEDED SURVEY CONTROL
 HZ0900
 HZ0900  NGVD 29 (??/??/92)  252.638  (m)          828.86   (f) ADJ UNCH    1 2
 HZ0900
 HZ0900.Superseded values are not recommended for survey control.
 HZ0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0900.See file dsdata.txt to determine how the superseded data were derived.
 HZ0900
 HZ0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH385802(NAD 83)
 HZ0900_MARKER: DB = BENCH MARK DISK
 HZ0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0900_STAMPING: J 352 1954
 HZ0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0900+STABILITY: SURFACE MOTION
 HZ0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0900+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1997
 HZ0900
 HZ0900  HISTORY     - Date     Condition        Report By
 HZ0900  HISTORY     - 1954     MONUMENTED       CGS
 HZ0900  HISTORY     - 1963     GOOD             NGS
 HZ0900  HISTORY     - 19970417 GOOD             KYDT
 HZ0900
 HZ0900                          STATION DESCRIPTION
 HZ0900
 HZ0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0900'5.8 MI SW FROM MILTON.
 HZ0900'1.7 MILES WEST AND SOUTH ALONG U.S. HIGHWAY 421 FROM THE JUNCTION
 HZ0900'OF STATE HIGHWAY 36 AT MILTON, THENCE ABOUT 4.1 MILES SOUTH ALONG
 HZ0900'STATE HIGHWAY 625, ABOUT 0.45 MILE SOUTH OF A CROSSROAD, ABOUT
 HZ0900'90 YARDS NORTH OF A ROAD EAST, 27 FEET EAST OF CENTER LINE OF
 HZ0900'HIGHWAY, 88 FEET NORTH OF NORTH END OF AN 18-INCH PIPE CULVERT
 HZ0900'UNDER A DRIVE WAY, 54 1/2 FEET WEST-NORTHWEST OF NORTHWEST
 HZ0900'CORNER OF A TENANT HOUSE OWNED BY SHELLY OAKLEY, 28 FEET WEST
 HZ0900'OF TELEPHONE POLE NO. 76, 17 FEET NORTHWEST OF AN 18-INCH BLACK
 HZ0900'WALNUT TREE, ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN
 HZ0900'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HZ0900
 HZ0900                          STATION RECOVERY (1963)
 HZ0900
 HZ0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ0900'RECOVERED IN GOOD CONDITION.
 HZ0900
 HZ0900                          STATION RECOVERY (1997)
 HZ0900
 HZ0900'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HZ0900'MARK IS 26.5 FEET SOUTHEAST OF CENTERLINE OF ROAD, 27.2 FEET WEST OF
 HZ0900'POWER POLE NUMBER 50 WITH TRANSFORMER, 12.8 FEET WEST OF 14 INCH
 HZ0900'WALNUT TREE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0916 ***********************************************************************
 HZ0916  DESIGNATION -  J 353
 HZ0916  PID         -  HZ0916
 HZ0916  STATE/COUNTY-  KY/CARROLL
 HZ0916  USGS QUAD   -  MADISON EAST (1994)
 HZ0916
 HZ0916                         *CURRENT SURVEY CONTROL
 HZ0916  ___________________________________________________________________
 HZ0916* NAD 83(1986)-  38 44 07.     (N)    085 17 07.     (W)     SCALED    
 HZ0916* NAVD 88     -       140.649  (meters)     461.45   (feet)  ADJUSTED  
 HZ0916  ___________________________________________________________________
 HZ0916  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ0916  DYNAMIC HT  -         140.557 (meters)     461.14  (feet)  COMP
 HZ0916  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 HZ0916
 HZ0916  VERT ORDER  -  FIRST     CLASS II
 HZ0916
 HZ0916.The horizontal coordinates were scaled from a topographic map and have
 HZ0916.an estimated accuracy of +/- 6 seconds.
 HZ0916
 HZ0916.The orthometric height was determined by differential leveling
 HZ0916.and adjusted by the National Geodetic Survey in June 1991..
 HZ0916
 HZ0916.The geoid height was determined by GEOID03.
 HZ0916
 HZ0916.The dynamic height is computed by dividing the NAVD 88
 HZ0916.geopotential number by the normal gravity value computed on the
 HZ0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0916.degrees latitude (g = 980.6199 gals.).
 HZ0916
 HZ0916.The modeled gravity was interpolated from observed gravity values.
 HZ0916
 HZ0916;                    North         East    Units  Estimated Accuracy
 HZ0916;SPC KY1Z     - 1,266,690.    1,540,410.      MT  (+/- 180 meters Scaled)
 HZ0916
 HZ0916                          SUPERSEDED SURVEY CONTROL
 HZ0916
 HZ0916  NGVD 29 (??/??/92)  140.820  (m)          462.01   (f) ADJ UNCH    1 2
 HZ0916
 HZ0916.Superseded values are not recommended for survey control.
 HZ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0916.See file dsdata.txt to determine how the superseded data were derived.
 HZ0916
 HZ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH490887(NAD 83)
 HZ0916_MARKER: DB = BENCH MARK DISK
 HZ0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0916_STAMPING: J 353 1954
 HZ0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0916+STABILITY: SURFACE MOTION
 HZ0916
 HZ0916  HISTORY     - Date     Condition        Report By
 HZ0916  HISTORY     - 1954     MONUMENTED       CGS
 HZ0916  HISTORY     - 1961     GOOD             NGS
 HZ0916  HISTORY     - 19970417 MARK NOT FOUND   KYDT
 HZ0916
 HZ0916                          STATION DESCRIPTION
 HZ0916
 HZ0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0916'4.8 MI E FROM MILTON.
 HZ0916'4.75 MILES EAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 HZ0916'U.S. HIGHWAY 421 AT MILTON, ABUT 0.55 MILE EAST OF HUNTERS
 HZ0916'BOTTOM LUTHERAN CHURCH AND CEMETERY, 24 FEET SOUTH OF CENTER
 HZ0916'LINE OF HIGHWAY, 64 FEET NORTH-NORTHEAST OF NORTHEAST CORNER
 HZ0916'OF HARRY REYNOLDS RESIDENCE, 15 FEET WEST OF CENTER LINE OF A
 HZ0916'GRAVEL DRIVE SOUTH, 7 1/2 FEET SOUTH-SOUTHWEST OF WEST END OF
 HZ0916'A 20-INCH PIPE CULVERT UNDER ROAD SOUTH, 13 FEET EAST OF AN
 HZ0916'8-INCH BLACK LOCUST TREE, 2 FEET NORTH OF A WHITE WOODEN
 HZ0916'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE
 HZ0916'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HZ0916
 HZ0916                          STATION RECOVERY (1961)
 HZ0916
 HZ0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HZ0916'RECOVERED IN GOOD CONDITION.
 HZ0916
 HZ0916                          STATION RECOVERY (1997)
 HZ0916
 HZ0916'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HZ0916'DRIVE SOUTH APPEARS TO HAVE BEEN WIDENED, POSSIBLY TORN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1075 ***********************************************************************
 HY1075  DESIGNATION -  J 354
 HY1075  PID         -  HY1075
 HY1075  STATE/COUNTY-  KY/GREENUP
 HY1075  USGS QUAD   -  PORTSMOUTH (1975)
 HY1075
 HY1075                         *CURRENT SURVEY CONTROL
 HY1075  ___________________________________________________________________
 HY1075* NAD 83(1986)-  38 41 38.     (N)    082 52 54.     (W)     SCALED    
 HY1075* NAVD 88     -       164.428  (meters)     539.46   (feet)  ADJUSTED  
 HY1075  ___________________________________________________________________
 HY1075  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HY1075  DYNAMIC HT  -         164.325 (meters)     539.12  (feet)  COMP
 HY1075  MODELED GRAV-     979,996.8   (mgal)                       NAVD 88
 HY1075
 HY1075  VERT ORDER  -  FIRST     CLASS I
 HY1075
 HY1075.The horizontal coordinates were scaled from a topographic map and have
 HY1075.an estimated accuracy of +/- 6 seconds.
 HY1075
 HY1075.The orthometric height was determined by differential leveling
 HY1075.and adjusted by the National Geodetic Survey in June 1991..
 HY1075.WARNING-Repeat measurements at this control monument indicate possible
 HY1075.vertical movement.
 HY1075
 HY1075.The geoid height was determined by GEOID03.
 HY1075
 HY1075.The dynamic height is computed by dividing the NAVD 88
 HY1075.geopotential number by the normal gravity value computed on the
 HY1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1075.degrees latitude (g = 980.6199 gals.).
 HY1075
 HY1075.The modeled gravity was interpolated from observed gravity values.
 HY1075
 HY1075;                    North         East    Units  Estimated Accuracy
 HY1075;SPC KY1Z     - 1,265,830.    1,749,500.      MT  (+/- 180 meters Scaled)
 HY1075
 HY1075                          SUPERSEDED SURVEY CONTROL
 HY1075
 HY1075  NGVD 29 (??/??/92)  164.621  (m)          540.09   (f) ADJ UNCH    1 1
 HY1075
 HY1075.Superseded values are not recommended for survey control.
 HY1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1075.See file dsdata.txt to determine how the superseded data were derived.
 HY1075
 HY1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC363844(NAD 83)
 HY1075_MARKER: DB = BENCH MARK DISK
 HY1075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1075_SP_SET: BRIDGE FOUNDATION
 HY1075_STAMPING: J 354 1956
 HY1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1075
 HY1075  HISTORY     - Date     Condition        Report By
 HY1075  HISTORY     - 1956     MONUMENTED       CGS
 HY1075  HISTORY     - 1967     GOOD             NGS
 HY1075
 HY1075                          STATION DESCRIPTION
 HY1075
 HY1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1075'8.5 MI NW FROM GREENUP.
 HY1075'ABOUT 8.5 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1075'FROM THE STATION AT GREENUP, 175 YARDS SOUTH OF MILEPOST 541,
 HY1075'SET ON THE TOP OF THE NORTHEAST CORNER OF THE LOWER PART OF THE
 HY1075'CONCRETE FOUNDATION OF SIGNAL BRIDGE NO. 540.8, 0.9 FOOT NORTHEAST
 HY1075'OF THE NORTHEAST CORNER OF THE UPPER PART OF THE FOUNDATION.
 HY1075'23.5 FEET EAST OF THE EAST RAIL OF THE EAST MAIN TRACK, 8.5 FEET
 HY1075'EAST OF THE EAST RAIL OF A SIDE TRACK, 1 1/2 FEET BELOW THE
 HY1075'LEVEL OF THE TRACK.  NOTE-- MARK MAY BE COVERED WITH ABOUT 1-FOOT
 HY1075'OF BALLAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0817 ***********************************************************************
 HY0817  DESIGNATION -  J 355
 HY0817  PID         -  HY0817
 HY0817  STATE/COUNTY-  KY/BOYD
 HY0817  USGS QUAD   -  CATLETTSBURG (1985)
 HY0817
 HY0817                         *CURRENT SURVEY CONTROL
 HY0817  ___________________________________________________________________
 HY0817* NAD 83(1986)-  38 27 15.     (N)    082 36 43.     (W)     SCALED    
 HY0817* NAVD 88     -       167.248  (meters)     548.71   (feet)  ADJUSTED  
 HY0817  ___________________________________________________________________
 HY0817  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY0817  DYNAMIC HT  -         167.137 (meters)     548.35  (feet)  COMP
 HY0817  MODELED GRAV-     979,964.6   (mgal)                       NAVD 88
 HY0817
 HY0817  VERT ORDER  -  FIRST     CLASS II
 HY0817
 HY0817.The horizontal coordinates were scaled from a topographic map and have
 HY0817.an estimated accuracy of +/- 6 seconds.
 HY0817
 HY0817.The orthometric height was determined by differential leveling
 HY0817.and adjusted by the National Geodetic Survey in June 1991..
 HY0817.WARNING-Repeat measurements at this control monument indicate possible
 HY0817.vertical movement.
 HY0817
 HY0817.The geoid height was determined by GEOID03.
 HY0817
 HY0817.The dynamic height is computed by dividing the NAVD 88
 HY0817.geopotential number by the normal gravity value computed on the
 HY0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0817.degrees latitude (g = 980.6199 gals.).
 HY0817
 HY0817.The modeled gravity was interpolated from observed gravity values.
 HY0817
 HY0817;                    North         East    Units  Estimated Accuracy
 HY0817;SPC KY1Z     - 1,239,990.    1,773,850.      MT  (+/- 180 meters Scaled)
 HY0817
 HY0817                          SUPERSEDED SURVEY CONTROL
 HY0817
 HY0817  NGVD 29 (??/??/92)  167.444  (m)          549.36   (f) ADJ UNCH    1 2
 HY0817
 HY0817.Superseded values are not recommended for survey control.
 HY0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0817.See file dsdata.txt to determine how the superseded data were derived.
 HY0817
 HY0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC593574(NAD 83)
 HY0817_MARKER: DB = BENCH MARK DISK
 HY0817_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HY0817_STAMPING: J 355 1956
 HY0817_MARK LOGO: CGS   
 HY0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0817+STABILITY: SURFACE MOTION
 HY0817
 HY0817  HISTORY     - Date     Condition        Report By
 HY0817  HISTORY     - 1956     MONUMENTED       CGS
 HY0817  HISTORY     - 1984     GOOD             KYDT
 HY0817  HISTORY     - 1984     GOOD             NGS
 HY0817  HISTORY     - 20000424 MARK NOT FOUND   KYDT
 HY0817
 HY0817                          STATION DESCRIPTION
 HY0817
 HY0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0817'2.6 MI SE FROM ASHLAND.
 HY0817'ABOUT 2.6 MILES SOUTHEAST AND SOUTH ALONG THE CHESAPEAKE AND
 HY0817'OHIO RAILWAY FROM THE STATION AT ASHLAND, ABOUT 0.4 MILE SOUTH
 HY0817'OF MILE POST 517, AT THE CROSSING OF 40TH STREET AND NORTHEAST
 HY0817'OF THE INTERSECTION OF 40TH STREET AND U.S. HIGHWAY 23, SET
 HY0817'VERTICALLY ABOUT 2 FEET ABOVE GROUND IN THE WEST FACE OF CONCRETE
 HY0817'FOUNDATION OF RED BRICK TELEGRAPH CONTROL TOWER CLYFFESIDE,
 HY0817'25 FEET EAST OF EAST RAIL OF EAST TRACK, 134 FEET NORTH OF CENTER
 HY0817'LINE OF A ROAD EAST TO CLYFFESIDE PARK AND ASHLAND WATER WORKS,
 HY0817'1.9 FEET SOUTH OF NORTHWEST CORNER OF BUILDING AND ABOUT LEVEL
 HY0817'WITH TRACKS.
 HY0817
 HY0817                          STATION RECOVERY (1984)
 HY0817
 HY0817'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 HY0817'RECOVERED IN GOOD CONDITION.
 HY0817
 HY0817                          STATION RECOVERY (1984)
 HY0817
 HY0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0817'RECOVERED IN GOOD CONDITION.
 HY0817
 HY0817                          STATION RECOVERY (2000)
 HY0817
 HY0817'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY0817'BRICK TOWER AND FOUNDATION HAVE BEEN TORN DOWN, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0502 ***********************************************************************
 GD0502  DESIGNATION -  J 356
 GD0502  PID         -  GD0502
 GD0502  STATE/COUNTY-  KY/HICKMAN
 GD0502  USGS QUAD   -  WOLF ISLAND (1982)
 GD0502
 GD0502                         *CURRENT SURVEY CONTROL
 GD0502  ___________________________________________________________________
 GD0502* NAD 83(1986)-  36 38 40.     (N)    089 08 17.     (W)     SCALED    
 GD0502* NAVD 88     -        92.995  (meters)     305.10   (feet)  ADJUSTED  
 GD0502  ___________________________________________________________________
 GD0502  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GD0502  DYNAMIC HT  -          92.923 (meters)     304.86  (feet)  COMP
 GD0502  MODELED GRAV-     979,859.4   (mgal)                       NAVD 88
 GD0502
 GD0502  VERT ORDER  -  FIRST     CLASS II
 GD0502
 GD0502.The horizontal coordinates were scaled from a topographic map and have
 GD0502.an estimated accuracy of +/- 6 seconds.
 GD0502
 GD0502.The orthometric height was determined by differential leveling
 GD0502.and adjusted by the National Geodetic Survey in June 1991..
 GD0502
 GD0502.The geoid height was determined by GEOID03.
 GD0502
 GD0502.The dynamic height is computed by dividing the NAVD 88
 GD0502.geopotential number by the normal gravity value computed on the
 GD0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0502.degrees latitude (g = 980.6199 gals.).
 GD0502
 GD0502.The modeled gravity was interpolated from observed gravity values.
 GD0502
 GD0502;                    North         East    Units  Estimated Accuracy
 GD0502;SPC KY1Z     - 1,040,030.    1,197,050.      MT  (+/- 180 meters Scaled)
 GD0502
 GD0502                          SUPERSEDED SURVEY CONTROL
 GD0502
 GD0502  NGVD 29 (??/??/??)   92.913  (m)          304.83   (f) ADJUSTED    1 2
 GD0502
 GD0502.Superseded values are not recommended for survey control.
 GD0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0502.See file dsdata.txt to determine how the superseded data were derived.
 GD0502
 GD0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF088575(NAD 83)
 GD0502_MARKER: DB = BENCH MARK DISK
 GD0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0502_STAMPING: J 356 1957
 GD0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0502+STABILITY: SURFACE MOTION
 GD0502
 GD0502  HISTORY     - Date     Condition        Report By
 GD0502  HISTORY     - 1957     MONUMENTED       CGS
 GD0502  HISTORY     - 1967     MARK NOT FOUND   USGS
 GD0502
 GD0502                          STATION DESCRIPTION
 GD0502
 GD0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0502'8.2 MI NE FROM HICKMAN.
 GD0502'ABOUT 1.7 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE
 GD0502'AT HICKMAN, THENCE ABOUT 4.5 MILES NORTH ALONG A BLACK TOP AND
 GD0502'GRAVEL ROAD, THENCE ABOUT 2.0 MILES NORTH AND NORTHEAST ALONG A
 GD0502'DIRT ROAD, AT THE JUNCTION OF A FIELD ROAD EAST, 65 FEET EAST OF
 GD0502'CENTER LINE OF DIRT ROAD, 19 FEET SOUTH OF CENTER LINE OF FIELD
 GD0502'ROAD, 31 FEET WEST OF A 60-INCH PECAN TREE, 46 FEET EAST OF A
 GD0502'TRIANGULAR BLAZED 20-INCH PECAN TREE, 3 1/2 FEET WEST OF A TWIN
 GD0502'10-INCH ELM TREE, 1 1/2 FEET WEST OF A CONCRETE WITNESS POST,
 GD0502'ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 GD0502'POST PROJECTING 2 INCHES.  NOTE-- MARK IS LOCATED NEAR THE
 GD0502'HICKMAN-FULTON COUNTY LINE.
 GD0502
 GD0502                          STATION RECOVERY (1967)
 GD0502
 GD0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GD0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1204 ***********************************************************************
 HA1204  DESIGNATION -  J 356 RESET
 HA1204  PID         -  HA1204
 HA1204  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1204  USGS QUAD   -  GARFIELD (1982)
 HA1204
 HA1204                         *CURRENT SURVEY CONTROL
 HA1204  ___________________________________________________________________
 HA1204* NAD 83(1986)-  37 50 18.     (N)    086 19 25.     (W)     SCALED    
 HA1204* NAVD 88     -       163.92   (meters)     537.8    (feet)  RESET     
 HA1204  ___________________________________________________________________
 HA1204  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HA1204
 HA1204  VERT ORDER  -  THIRD
 HA1204
 HA1204.The horizontal coordinates were scaled from a topographic map and have
 HA1204.an estimated accuracy of +/- 6 seconds.
 HA1204
 HA1204.The orthometric height was computed from unverified reset data.
 HA1204.No vertical observational check was made to the station.
 HA1204
 HA1204.The geoid height was determined by GEOID03.
 HA1204
 HA1204;                    North         East    Units  Estimated Accuracy
 HA1204;SPC KY1Z     - 1,167,180.    1,449,510.      MT  (+/- 180 meters Scaled)
 HA1204
 HA1204                          SUPERSEDED SURVEY CONTROL
 HA1204
 HA1204  NGVD 29 (10/08/05)  164.04   (m)          538.2    (f) RESET       3  
 HA1204
 HA1204.Superseded values are not recommended for survey control.
 HA1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1204.See file dsdata.txt to determine how the superseded data were derived.
 HA1204
 HA1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG595880(NAD 83)
 HA1204_MARKER: DB = BENCH MARK DISK
 HA1204_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA1204_SP_SET: WINGWALL
 HA1204_STAMPING: J 356 RESET 1981
 HA1204_MARK LOGO: KYHD  
 HA1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1204+STABILITY: SURFACE MOTION
 HA1204
 HA1204  HISTORY     - Date     Condition        Report By
 HA1204  HISTORY     - 1981     MONUMENTED       KYHD
 HA1204
 HA1204                          STATION DESCRIPTION
 HA1204
 HA1204'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1981
 HA1204'5.12 KM (3.2 MI) SW FROM IRVINGTON.
 HA1204'5.12 KM (3.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HA1204'WITH STATE HIGHWAY 448 AND THE SCHOOL IN IRVINGTON, IN THE SOUTHWEST
 HA1204'END OF THE WEST WINGWALL OF A CONCRETE BRIDGE OVER SINKING CREEK,
 HA1204'6.1 METERS (20.0 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 HA1204'AND 0.6 METER (2.0 FEET) NORTHEAST OF THE SOUTHWEST END
 HA1204'OF THE WING OF THE BRIDGE.
 HA1204'THE MARK IS 3.0 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0482 ***********************************************************************
 GD0482  DESIGNATION -  J 358
 GD0482  PID         -  GD0482
 GD0482  STATE/COUNTY-  KY/CARLISLE
 GD0482  USGS QUAD   -  ARLINGTON (1982)
 GD0482
 GD0482                         *CURRENT SURVEY CONTROL
 GD0482  ___________________________________________________________________
 GD0482* NAD 83(1986)-  36 48 14.     (N)    089 04 56.     (W)     SCALED    
 GD0482* NAVD 88     -       120.358  (meters)     394.87   (feet)  ADJUSTED  
 GD0482  ___________________________________________________________________
 GD0482  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0482  DYNAMIC HT  -         120.266 (meters)     394.57  (feet)  COMP
 GD0482  MODELED GRAV-     979,861.2   (mgal)                       NAVD 88
 GD0482
 GD0482  VERT ORDER  -  FIRST     CLASS II
 GD0482
 GD0482.The horizontal coordinates were scaled from a topographic map and have
 GD0482.an estimated accuracy of +/- 6 seconds.
 GD0482
 GD0482.The orthometric height was determined by differential leveling
 GD0482.and adjusted by the National Geodetic Survey in June 1991..
 GD0482
 GD0482.The geoid height was determined by GEOID03.
 GD0482
 GD0482.The dynamic height is computed by dividing the NAVD 88
 GD0482.geopotential number by the normal gravity value computed on the
 GD0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0482.degrees latitude (g = 980.6199 gals.).
 GD0482
 GD0482.The modeled gravity was interpolated from observed gravity values.
 GD0482
 GD0482;                    North         East    Units  Estimated Accuracy
 GD0482;SPC KY1Z     - 1,057,540.    1,202,670.      MT  (+/- 180 meters Scaled)
 GD0482
 GD0482                          SUPERSEDED SURVEY CONTROL
 GD0482
 GD0482  NGVD 29 (??/??/??)  120.250  (m)          394.52   (f) ADJUSTED    1 2
 GD0482
 GD0482.Superseded values are not recommended for survey control.
 GD0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0482.See file dsdata.txt to determine how the superseded data were derived.
 GD0482
 GD0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF142751(NAD 83)
 GD0482_MARKER: DB = BENCH MARK DISK
 GD0482_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0482_SP_SET: 46 FEET
 GD0482_STAMPING: J 358 1957
 GD0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0482
 GD0482  HISTORY     - Date     Condition        Report By
 GD0482  HISTORY     - 1957     MONUMENTED       CGS
 GD0482  HISTORY     - 20000601 MARK NOT FOUND   USE
 GD0482
 GD0482                          STATION DESCRIPTION
 GD0482
 GD0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0482'AT BURKLEY.
 GD0482'AT BURKLEY, 360 FEET EAST ALONG STATE HIGHWAY 123 FROM ITS
 GD0482'CROSSING WITH THE GULF, MOBILE AND OHIO RAILROAD, 35 FEET NORTH
 GD0482'OF CENTER LINE OF HIGHWAY, 124 FEET SOUTH-SOUTHEAST OF SOUTHWEST
 GD0482'CORNER OF BURKLEY MISSIONARY BAPTIST CHURCH, 114 FEET
 GD0482'SOUTH-SOUTHWEST OF A WELL HOUSE, 18 FEET EAST-NORTHEAST OF A
 GD0482'POWER POLE, 35 FEET NORTH OF CENTER OF JUNCTION OF HIGHWAY AND
 GD0482'A ROAD SOUTHEAST, 6 1/2 FEET NORTH OF EAST END OF TOP STEP AT
 GD0482'SOUTH END OF CONCRETE WALK LEADING TO CHURCH, ABOUT 2 1/2 FEET
 GD0482'ABOVE LEVEL OF HIGHWAY AND IS A DISK ON TOP OF A COPPER-COATED
 GD0482'STEEL ROD ABOUT 1 INCH BELOW LEVEL OF WALK AND PROTECTED BY A
 GD0482'4-INCH TILE SET FLUSH WITH GROUND.  NOTE-- THE ROD WAS DRIVEN TO
 GD0482'REFUSAL AT A DEPTH OF 46 FEET.
 GD0482
 GD0482                          STATION RECOVERY (2000)
 GD0482
 GD0482'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD0482'THIS MARK SAYS IT WAS NOT RECOVERED AND ALSO IN POOR OR DISTURBED
 GD0482'CONDITION.  FULL DESCRIPTION IN THE DATABASE.  WILL PROBABLY HOLD
 GD0482'POSITION AND ELEVATION WELL.  MONUMENT CONTAINS MAGNETIC MATERIAL. ROD
 GD0482'DEPTH- 46 FT (14.0 M) SLEEVE DEPTH 10 FT (3.0 M) .  MARK IS NOT
 GD0482'SUITABLE FOR GPS USE.  LIGHT TRUCK IS NEEDED FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0059 ***********************************************************************
 HZ0059  DESIGNATION -  J 36
 HZ0059  PID         -  HZ0059
 HZ0059  STATE/COUNTY-  KY/HARRISON
 HZ0059  USGS QUAD   -  CYNTHIANA (1978)
 HZ0059
 HZ0059                         *CURRENT SURVEY CONTROL
 HZ0059  ___________________________________________________________________
 HZ0059* NAD 83(1986)-  38 29 58.     (N)    084 21 21.     (W)     SCALED    
 HZ0059* NAVD 88     -       203.345  (meters)     667.14   (feet)  ADJUSTED  
 HZ0059  ___________________________________________________________________
 HZ0059  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 HZ0059  DYNAMIC HT  -         203.202 (meters)     666.67  (feet)  COMP
 HZ0059  MODELED GRAV-     979,922.1   (mgal)                       NAVD 88
 HZ0059
 HZ0059  VERT ORDER  -  SECOND    CLASS 0
 HZ0059
 HZ0059.The horizontal coordinates were scaled from a topographic map and have
 HZ0059.an estimated accuracy of +/- 6 seconds.
 HZ0059
 HZ0059.The orthometric height was determined by differential leveling
 HZ0059.and adjusted by the National Geodetic Survey in June 1991..
 HZ0059
 HZ0059.The geoid height was determined by GEOID03.
 HZ0059
 HZ0059.The dynamic height is computed by dividing the NAVD 88
 HZ0059.geopotential number by the normal gravity value computed on the
 HZ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0059.degrees latitude (g = 980.6199 gals.).
 HZ0059
 HZ0059.The modeled gravity was interpolated from observed gravity values.
 HZ0059
 HZ0059;                    North         East    Units  Estimated Accuracy
 HZ0059;SPC KY1Z     - 1,241,310.    1,621,610.      MT  (+/- 180 meters Scaled)
 HZ0059
 HZ0059                          SUPERSEDED SURVEY CONTROL
 HZ0059
 HZ0059  NGVD 29 (??/??/92)  203.555  (m)          667.83   (f) ADJ UNCH    2 0
 HZ0059
 HZ0059.Superseded values are not recommended for survey control.
 HZ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0059.See file dsdata.txt to determine how the superseded data were derived.
 HZ0059
 HZ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH305645(NAD 83)
 HZ0059_MARKER: DB = BENCH MARK DISK
 HZ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0059_STAMPING: J 36 1935
 HZ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0059+STABILITY: SURFACE MOTION
 HZ0059
 HZ0059  HISTORY     - Date     Condition        Report By
 HZ0059  HISTORY     - 1935     MONUMENTED       CGS
 HZ0059  HISTORY     - 1955     MARK NOT FOUND   NGS
 HZ0059
 HZ0059                          STATION DESCRIPTION
 HZ0059
 HZ0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0059'0.8 MI NW FROM ROBINSON.
 HZ0059'0.8 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HZ0059'THE STATION AT ROBINSON, HARRISON COUNTY, 11.5 YARDS EAST OF THE
 HZ0059'NORTHEAST RAIL AT THE CROSSING OF THE CENTERLINE OF A MACADAM ROAD,
 HZ0059'9 YARDS NORTHEAST OF THE NORTHEAST RAIL, 7.5 YARDS SOUTHEAST OF
 HZ0059'THE CENTERLINE OF THE ROAD, 2 FEET SOUTHWEST OF THE WIRE FENCE,
 HZ0059'AND ABOUT 2 FEET LOWER THAN THE TRACK.  NOTE-- EXTENSIVE PRODDING
 HZ0059'WAS DONE AT THIS SITE BUT MARK COULD NOT BE RECOVERED, THERE IS
 HZ0059'NO APPARENT REASON FOR THIS MARK TO BE LOST EXCEPT FROM FILL,
 HZ0059'HOWEVER THE MEASUREMENTS PLACE THE MARK NEAR THE SURROUNDING
 HZ0059'LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1798 ***********************************************************************
 GY1798  DESIGNATION -  J 369
 GY1798  PID         -  GY1798
 GY1798  STATE/COUNTY-  KY/MORGAN
 GY1798  USGS QUAD   -  CANNEL CITY (1993)
 GY1798
 GY1798                         *CURRENT SURVEY CONTROL
 GY1798  ___________________________________________________________________
 GY1798* NAD 83(1986)-  37 50 06.     (N)    083 15 05.     (W)     SCALED    
 GY1798* NAVD 88     -       252.922  (meters)     829.79   (feet)  ADJUSTED  
 GY1798  ___________________________________________________________________
 GY1798  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GY1798  DYNAMIC HT  -         252.735 (meters)     829.18  (feet)  COMP
 GY1798  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 GY1798
 GY1798  VERT ORDER  -  FIRST     CLASS I
 GY1798
 GY1798.The horizontal coordinates were scaled from a topographic map and have
 GY1798.an estimated accuracy of +/- 6 seconds.
 GY1798
 GY1798.The orthometric height was determined by differential leveling
 GY1798.and adjusted by the National Geodetic Survey in June 1991..
 GY1798
 GY1798.The geoid height was determined by GEOID03.
 GY1798
 GY1798.The dynamic height is computed by dividing the NAVD 88
 GY1798.geopotential number by the normal gravity value computed on the
 GY1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1798.degrees latitude (g = 980.6199 gals.).
 GY1798
 GY1798.The modeled gravity was interpolated from observed gravity values.
 GY1798
 GY1798;                    North         East    Units  Estimated Accuracy
 GY1798;SPC KY1Z     - 1,169,600.    1,719,900.      MT  (+/- 180 meters Scaled)
 GY1798
 GY1798                          SUPERSEDED SURVEY CONTROL
 GY1798
 GY1798  NGVD 29 (??/??/92)  253.079  (m)          830.31   (f) ADJ UNCH    1 1
 GY1798
 GY1798.Superseded values are not recommended for survey control.
 GY1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1798.See file dsdata.txt to determine how the superseded data were derived.
 GY1798
 GY1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB018898(NAD 83)
 GY1798_MARKER: DB = BENCH MARK DISK
 GY1798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1798_SP_SET: CULVERT
 GY1798_STAMPING: J 369 1967
 GY1798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1798
 GY1798  HISTORY     - Date     Condition        Report By
 GY1798  HISTORY     - 1967     MONUMENTED       CGS
 GY1798
 GY1798                          STATION DESCRIPTION
 GY1798
 GY1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1798'3.7 MI NE FROM CANNEL CITY.
 GY1798'ABOUT 3.7 MILES NORTHEAST ALONG STATE HIGHWAY 191 FROM THE SCHOOL
 GY1798'AT CANNEL CITY, ABOUT 1.0 MILE SOUTH OF A 75-FOOT BRIDGE OVER
 GY1798'CANEY CREEK, SET ON THE TOP OF THE NORTH END OF THE EAST HEAD
 GY1798'WALL OF A 12-FOOT BOX CULVERT UNDER THE HIGHWAY, 16 FEET EAST OF
 GY1798'THE CENTER LINE OF THE HIGHWAY, 10 1/2 FEET SOUTH OF THE NORTH END
 GY1798'OF THE HEAD WALL AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1823 ***********************************************************************
 GY1823  DESIGNATION -  J 370
 GY1823  PID         -  GY1823
 GY1823  STATE/COUNTY-  KY/BREATHITT
 GY1823  USGS QUAD   -  LEE CITY (1965)
 GY1823
 GY1823                         *CURRENT SURVEY CONTROL
 GY1823  ___________________________________________________________________
 GY1823* NAD 83(1986)-  37 40 53.     (N)    083 21 04.     (W)     SCALED    
 GY1823* NAVD 88     -       322.064  (meters)    1056.64   (feet)  ADJUSTED  
 GY1823  ___________________________________________________________________
 GY1823  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GY1823  DYNAMIC HT  -         321.817 (meters)    1055.83  (feet)  COMP
 GY1823  MODELED GRAV-     979,854.6   (mgal)                       NAVD 88
 GY1823
 GY1823  VERT ORDER  -  FIRST     CLASS I
 GY1823
 GY1823.The horizontal coordinates were scaled from a topographic map and have
 GY1823.an estimated accuracy of +/- 6 seconds.
 GY1823
 GY1823.The orthometric height was determined by differential leveling
 GY1823.and adjusted by the National Geodetic Survey in June 1991..
 GY1823
 GY1823.The geoid height was determined by GEOID03.
 GY1823
 GY1823.The dynamic height is computed by dividing the NAVD 88
 GY1823.geopotential number by the normal gravity value computed on the
 GY1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1823.degrees latitude (g = 980.6199 gals.).
 GY1823
 GY1823.The modeled gravity was interpolated from observed gravity values.
 GY1823
 GY1823;                    North         East    Units  Estimated Accuracy
 GY1823;SPC KY1Z     - 1,152,330.    1,711,570.      MT  (+/- 180 meters Scaled)
 GY1823
 GY1823                          SUPERSEDED SURVEY CONTROL
 GY1823
 GY1823  NGVD 29 (??/??/92)  322.216  (m)         1057.14   (f) ADJ UNCH    1 1
 GY1823
 GY1823.Superseded values are not recommended for survey control.
 GY1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1823.See file dsdata.txt to determine how the superseded data were derived.
 GY1823
 GY1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB926730(NAD 83)
 GY1823_MARKER: DB = BENCH MARK DISK
 GY1823_SETTING: 66 = SET IN ROCK OUTCROP
 GY1823_SP_SET: ROCK CUT
 GY1823_STAMPING: J 370 1967
 GY1823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1823+STABILITY: POSITION/ELEVATION WELL
 GY1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1823+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 GY1823
 GY1823  HISTORY     - Date     Condition        Report By
 GY1823  HISTORY     - 1967     MONUMENTED       CGS
 GY1823  HISTORY     - 19960430 GOOD             KYDT
 GY1823
 GY1823                          STATION DESCRIPTION
 GY1823
 GY1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1823'4.2 MI SW FROM LEE CITY.
 GY1823'ABOUT 4.25 MILES SOUTHWEST ALONG STATE HIGHWAY 205 FROM THE
 GY1823'JUNCTION OF A BLACK TOPPED ROAD LEADING SOUTHEAST AT LEE CITY,
 GY1823'ABOUT 0.2 MILE SOUTHWEST OF THE WOLFE-BREATHITT COUNTY LINE, ON
 GY1823'THE SOUTHWEST SLOPE OF A LONG HILL, SET VERTICALLY IN THE SOUTHEAST
 GY1823'FACE OF A ROCK CUT WHICH IS ABOUT 150 YARDS LONG AND 8 FEET HIGH,
 GY1823'175 FEET SOUTHWEST OF THE NORTHEAST END OF THE CUT, 18 FEET
 GY1823'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET ABOVE THE
 GY1823'LEVEL OF THE GROUND AND THE HIGHWAY.
 GY1823
 GY1823                          STATION RECOVERY (1996)
 GY1823
 GY1823'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1823' 
 GY1823' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1775 ***********************************************************************
 GY1775  DESIGNATION -  J 371
 GY1775  PID         -  GY1775
 GY1775  STATE/COUNTY-  KY/MORGAN
 GY1775  USGS QUAD   -  WEST LIBERTY (1993)
 GY1775
 GY1775                         *CURRENT SURVEY CONTROL
 GY1775  ___________________________________________________________________
 GY1775* NAD 83(1986)-  37 56 01.     (N)    083 15 38.     (W)     SCALED    
 GY1775* NAVD 88     -       234.078  (meters)     767.97   (feet)  ADJUSTED  
 GY1775  ___________________________________________________________________
 GY1775  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GY1775  DYNAMIC HT  -         233.908 (meters)     767.41  (feet)  COMP
 GY1775  MODELED GRAV-     979,898.2   (mgal)                       NAVD 88
 GY1775
 GY1775  VERT ORDER  -  FIRST     CLASS I
 GY1775
 GY1775.The horizontal coordinates were scaled from a topographic map and have
 GY1775.an estimated accuracy of +/- 6 seconds.
 GY1775
 GY1775.The orthometric height was determined by differential leveling
 GY1775.and adjusted by the National Geodetic Survey in June 1991..
 GY1775
 GY1775.The geoid height was determined by GEOID03.
 GY1775
 GY1775.The dynamic height is computed by dividing the NAVD 88
 GY1775.geopotential number by the normal gravity value computed on the
 GY1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1775.degrees latitude (g = 980.6199 gals.).
 GY1775
 GY1775.The modeled gravity was interpolated from observed gravity values.
 GY1775
 GY1775;                    North         East    Units  Estimated Accuracy
 GY1775;SPC KY1Z     - 1,180,520.    1,718,800.      MT  (+/- 180 meters Scaled)
 GY1775
 GY1775                          SUPERSEDED SURVEY CONTROL
 GY1775
 GY1775  NGVD 29 (??/??/92)  234.238  (m)          768.50   (f) ADJ UNCH    1 1
 GY1775
 GY1775.Superseded values are not recommended for survey control.
 GY1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1775.See file dsdata.txt to determine how the superseded data were derived.
 GY1775
 GY1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC013008(NAD 83)
 GY1775_MARKER: DB = BENCH MARK DISK
 GY1775_SETTING: 66 = SET IN ROCK OUTCROP
 GY1775_SP_SET: ROCK LEDGE
 GY1775_STAMPING: J 371 1967
 GY1775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1775+STABILITY: POSITION/ELEVATION WELL
 GY1775
 GY1775  HISTORY     - Date     Condition        Report By
 GY1775  HISTORY     - 1967     MONUMENTED       CGS
 GY1775  HISTORY     - 19990316 MARK NOT FOUND   KYDT
 GY1775
 GY1775                          STATION DESCRIPTION
 GY1775
 GY1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1775'1 MI N FROM WEST LIBERTY.
 GY1775'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 GY1775'AT WEST LIBERTY, AT THE OUTSIDE AND NEAR THE EAST END OF A CURVE,
 GY1775'NEAR THE EAST EDGE OF DEVIL HOLLOW, SET ON THE TOP OF A 2-FOOT
 GY1775'HIGH LEDGE OF ROCK, NEAR THE WEST END OF A 75 YARD LONG AND
 GY1775'40 FOOT HIGH CUT, 20 1/2 FEET NORTH OF THE CENTER LINE OF THE
 GY1775'HIGHWAY, 0.6 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK,
 GY1775'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GY1775
 GY1775                          STATION RECOVERY (1999)
 GY1775
 GY1775'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1775'ROCK CUT AT LOCATION NOW 30 FEET NORTH OF CENTERLINE OF ROAD, BELIEVE
 GY1775'MARK TORN OUT, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1586 ***********************************************************************
 HY1586  DESIGNATION -  J 372
 HY1586  PID         -  HY1586
 HY1586  STATE/COUNTY-  KY/CARTER
 HY1586  USGS QUAD   -  OLIVE HILL (1975)
 HY1586
 HY1586                         *CURRENT SURVEY CONTROL
 HY1586  ___________________________________________________________________
 HY1586* NAD 83(1986)-  38 16 29.     (N)    083 11 57.     (W)     SCALED    
 HY1586* NAVD 88     -       236.507  (meters)     775.94   (feet)  ADJUSTED  
 HY1586  ___________________________________________________________________
 HY1586  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HY1586  DYNAMIC HT  -         236.345 (meters)     775.41  (feet)  COMP
 HY1586  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 HY1586
 HY1586  VERT ORDER  -  FIRST     CLASS I
 HY1586
 HY1586.The horizontal coordinates were scaled from a topographic map and have
 HY1586.an estimated accuracy of +/- 6 seconds.
 HY1586
 HY1586.The orthometric height was determined by differential leveling
 HY1586.and adjusted by the National Geodetic Survey in June 1991..
 HY1586
 HY1586.The geoid height was determined by GEOID03.
 HY1586
 HY1586.The dynamic height is computed by dividing the NAVD 88
 HY1586.geopotential number by the normal gravity value computed on the
 HY1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1586.degrees latitude (g = 980.6199 gals.).
 HY1586
 HY1586.The modeled gravity was interpolated from observed gravity values.
 HY1586
 HY1586;                    North         East    Units  Estimated Accuracy
 HY1586;SPC KY1Z     - 1,218,510.    1,723,160.      MT  (+/- 180 meters Scaled)
 HY1586
 HY1586                          SUPERSEDED SURVEY CONTROL
 HY1586
 HY1586  NGVD 29 (??/??/92)  236.682  (m)          776.51   (f) ADJ UNCH    1 1
 HY1586
 HY1586.Superseded values are not recommended for survey control.
 HY1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1586.See file dsdata.txt to determine how the superseded data were derived.
 HY1586
 HY1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC076385(NAD 83)
 HY1586_MARKER: DB = BENCH MARK DISK
 HY1586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1586_SP_SET: BRIDGE
 HY1586_STAMPING: J 372 1967
 HY1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1586
 HY1586  HISTORY     - Date     Condition        Report By
 HY1586  HISTORY     - 1967     MONUMENTED       CGS
 HY1586
 HY1586                          STATION DESCRIPTION
 HY1586
 HY1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1586'2.6 MI SW FROM OLIVE HILL.
 HY1586'ABOUT 2.6 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1586'FROM THE STATION AT OLIVE HILL, ABOUT 0.1 MILE SOUTHWEST OF
 HY1586'MILEPOST 562, SET ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 HY1586'HEAD WALL OF BRIDGE NO. 562-1 OVER TYGARTS CREEK, 7 FEET SOUTHEAST
 HY1586'OF THE SOUTHEAST RAIL AND 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0880 ***********************************************************************
 HY0880  DESIGNATION -  J 373
 HY0880  PID         -  HY0880
 HY0880  STATE/COUNTY-  KY/CARTER
 HY0880  USGS QUAD   -  GRAYSON (1978)
 HY0880
 HY0880                         *CURRENT SURVEY CONTROL
 HY0880  ___________________________________________________________________
 HY0880* NAD 83(1986)-  38 21 19.     (N)    082 57 21.     (W)     SCALED    
 HY0880* NAVD 88     -       189.337  (meters)     621.18   (feet)  ADJUSTED  
 HY0880  ___________________________________________________________________
 HY0880  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HY0880  DYNAMIC HT  -         189.212 (meters)     620.77  (feet)  COMP
 HY0880  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 HY0880
 HY0880  VERT ORDER  -  FIRST     CLASS I
 HY0880
 HY0880.The horizontal coordinates were scaled from a topographic map and have
 HY0880.an estimated accuracy of +/- 6 seconds.
 HY0880
 HY0880.The orthometric height was determined by differential leveling
 HY0880.and adjusted by the National Geodetic Survey in June 1991..
 HY0880
 HY0880.The geoid height was determined by GEOID03.
 HY0880
 HY0880.The dynamic height is computed by dividing the NAVD 88
 HY0880.geopotential number by the normal gravity value computed on the
 HY0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0880.degrees latitude (g = 980.6199 gals.).
 HY0880
 HY0880.The modeled gravity was interpolated from observed gravity values.
 HY0880
 HY0880;                    North         East    Units  Estimated Accuracy
 HY0880;SPC KY1Z     - 1,228,060.    1,744,180.      MT  (+/- 180 meters Scaled)
 HY0880
 HY0880                          SUPERSEDED SURVEY CONTROL
 HY0880
 HY0880  NGVD 29 (??/??/92)  189.518  (m)          621.78   (f) ADJ UNCH    1 1
 HY0880
 HY0880.Superseded values are not recommended for survey control.
 HY0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0880.See file dsdata.txt to determine how the superseded data were derived.
 HY0880
 HY0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC291470(NAD 83)
 HY0880_MARKER: DB = BENCH MARK DISK
 HY0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0880_SP_SET: CULVERT
 HY0880_STAMPING: J 373 1967
 HY0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0880
 HY0880  HISTORY     - Date     Condition        Report By
 HY0880  HISTORY     - 1967     MONUMENTED       CGS
 HY0880
 HY0880                          STATION DESCRIPTION
 HY0880
 HY0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0880'1.9 MI N FROM GRAYSON.
 HY0880'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAYS 1 AND 7 FROM THE
 HY0880'JUNCTION OF U.S. HIGHWAY 60 AT GRAYSON, ABOUT 0.5 MILE SOUTH OF
 HY0880'THE JUNCTION OF THE HIGHWAYS, SET ON THE TOP OF THE NORTH END OF
 HY0880'THE EAST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER THE
 HY0880'HIGHWAY, 14 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND
 HY0880'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1625 ***********************************************************************
 HY1625  DESIGNATION -  J 374
 HY1625  PID         -  HY1625
 HY1625  STATE/COUNTY-  KY/ROWAN
 HY1625  USGS QUAD   -  BANGOR (1983)
 HY1625
 HY1625                         *CURRENT SURVEY CONTROL
 HY1625  ___________________________________________________________________
 HY1625* NAD 83(1986)-  38 07 00.     (N)    083 24 52.     (W)     SCALED    
 HY1625* NAVD 88     -       288.752  (meters)     947.35   (feet)  ADJUSTED  
 HY1625  ___________________________________________________________________
 HY1625  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HY1625  DYNAMIC HT  -         288.546 (meters)     946.67  (feet)  COMP
 HY1625  MODELED GRAV-     979,905.2   (mgal)                       NAVD 88
 HY1625
 HY1625  VERT ORDER  -  FIRST     CLASS I
 HY1625
 HY1625.The horizontal coordinates were scaled from a topographic map and have
 HY1625.an estimated accuracy of +/- 6 seconds.
 HY1625
 HY1625.The orthometric height was determined by differential leveling
 HY1625.and adjusted by the National Geodetic Survey in June 1991..
 HY1625
 HY1625.The geoid height was determined by GEOID03.
 HY1625
 HY1625.The dynamic height is computed by dividing the NAVD 88
 HY1625.geopotential number by the normal gravity value computed on the
 HY1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1625.degrees latitude (g = 980.6199 gals.).
 HY1625
 HY1625.The modeled gravity was interpolated from observed gravity values.
 HY1625
 HY1625;                    North         East    Units  Estimated Accuracy
 HY1625;SPC KY1Z     - 1,200,480.    1,704,770.      MT  (+/- 180 meters Scaled)
 HY1625
 HY1625                          SUPERSEDED SURVEY CONTROL
 HY1625
 HY1625  NGVD 29 (??/??/92)  288.919  (m)          947.90   (f) ADJ UNCH    1 1
 HY1625
 HY1625.Superseded values are not recommended for survey control.
 HY1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1625.See file dsdata.txt to determine how the superseded data were derived.
 HY1625
 HY1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC883215(NAD 83)
 HY1625_MARKER: DB = BENCH MARK DISK
 HY1625_SETTING: 66 = SET IN ROCK OUTCROP
 HY1625_SP_SET: ROCK CUT
 HY1625_STAMPING: J 374 1967
 HY1625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1625+STABILITY: POSITION/ELEVATION WELL
 HY1625
 HY1625  HISTORY     - Date     Condition        Report By
 HY1625  HISTORY     - 1967     MONUMENTED       CGS
 HY1625  HISTORY     - 19970826 MARK NOT FOUND   KYDT
 HY1625
 HY1625                          STATION DESCRIPTION
 HY1625
 HY1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1625'4 MI SE FROM CLEARFIELD.
 HY1625'ABOUT 4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 519 FROM THE POST
 HY1625'OFFICE AT CLEARFIELD, AT THE OUTSIDE OF A CURVE, SET VERTICALLY
 HY1625'IN THE NORTHEAST FACE AND NEAR THE NORTHWEST END OF A ROCK CUT
 HY1625'WHICH IS ABOUT 0.2 MILE LONG AND 10 FEET HIGH NEAR THE NORTHWEST
 HY1625'END, 75 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY
 HY1625'AND A NARROW GRAVELED ROAD LEADING WEST, 22 FEET SOUTHWEST OF
 HY1625'THE CENTER LINE OF THE HIGHWAY, 60 FEET NORTHWEST OF THE SOUTHWEST
 HY1625'END OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, 1 1/2 FEET ABOVE
 HY1625'THE LEVEL OF THE GROUND AND THE HIGHWAY.
 HY1625
 HY1625                          STATION RECOVERY (1997)
 HY1625
 HY1625'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY1625'BELIEVE THIS MARK TORN OUT BY PREVIOUS ROAD WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1591 ***********************************************************************
 HY1591  DESIGNATION -  J 375
 HY1591  PID         -  HY1591
 HY1591  STATE/COUNTY-  KY/CARTER
 HY1591  USGS QUAD   -  OLIVE HILL (1975)
 HY1591
 HY1591                         *CURRENT SURVEY CONTROL
 HY1591  ___________________________________________________________________
 HY1591* NAD 83(1986)-  38 15 52.     (N)    083 14 43.     (W)     SCALED    
 HY1591* NAVD 88     -       250.378  (meters)     821.45   (feet)  ADJUSTED  
 HY1591  ___________________________________________________________________
 HY1591  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HY1591  DYNAMIC HT  -         250.207 (meters)     820.89  (feet)  COMP
 HY1591  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 HY1591
 HY1591  VERT ORDER  -  FIRST     CLASS I
 HY1591
 HY1591.The horizontal coordinates were scaled from a topographic map and have
 HY1591.an estimated accuracy of +/- 6 seconds.
 HY1591
 HY1591.The orthometric height was determined by differential leveling
 HY1591.and adjusted by the National Geodetic Survey in June 1991..
 HY1591
 HY1591.The geoid height was determined by GEOID03.
 HY1591
 HY1591.The dynamic height is computed by dividing the NAVD 88
 HY1591.geopotential number by the normal gravity value computed on the
 HY1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1591.degrees latitude (g = 980.6199 gals.).
 HY1591
 HY1591.The modeled gravity was interpolated from observed gravity values.
 HY1591
 HY1591;                    North         East    Units  Estimated Accuracy
 HY1591;SPC KY1Z     - 1,217,260.    1,719,160.      MT  (+/- 180 meters Scaled)
 HY1591
 HY1591                          SUPERSEDED SURVEY CONTROL
 HY1591
 HY1591  NGVD 29 (??/??/92)  250.553  (m)          822.02   (f) ADJ UNCH    1 1
 HY1591
 HY1591.Superseded values are not recommended for survey control.
 HY1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1591.See file dsdata.txt to determine how the superseded data were derived.
 HY1591
 HY1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC035375(NAD 83)
 HY1591_MARKER: DB = BENCH MARK DISK
 HY1591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1591_SP_SET: CULVERT
 HY1591_STAMPING: J 375 1967
 HY1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1591
 HY1591  HISTORY     - Date     Condition        Report By
 HY1591  HISTORY     - 1967     MONUMENTED       CGS
 HY1591
 HY1591                          STATION DESCRIPTION
 HY1591
 HY1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1591'5.6 MI SW FROM OLIVE HILL.
 HY1591'ABOUT 5.65 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1591'FROM THE STATION AT OLIVE HILL, ABOUT 0.15 MILE NORTHEAST OF
 HY1591'THE CROSSING OF STATE HIGHWAY 174, ABOUT 0.15 MILE SOUTHWEST
 HY1591'OF MILEPOST 565, SET ON THE TOP OF THE SOUTHWEST END OF THE
 HY1591'NORTHWEST CONCRETE HEAD WALL OF A 10-FOOT BOX CULVERT WITH ONE
 HY1591'DIVIDING PIER, 14 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 FEET
 HY1591'NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL AND 4 FEET BELOW
 HY1591'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1756 ***********************************************************************
 HY1756  DESIGNATION -  J 38
 HY1756  PID         -  HY1756
 HY1756  STATE/COUNTY-  KY/FLEMING
 HY1756  USGS QUAD   -  PLUMMERS LANDING (1979)
 HY1756
 HY1756                         *CURRENT SURVEY CONTROL
 HY1756  ___________________________________________________________________
 HY1756* NAD 83(1986)-  38 15 51.     (N)    083 32 08.     (W)     SCALED    
 HY1756* NAVD 88     -       240.835  (meters)     790.14   (feet)  ADJUSTED  
 HY1756  ___________________________________________________________________
 HY1756  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY1756  DYNAMIC HT  -         240.670 (meters)     789.60  (feet)  COMP
 HY1756  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 HY1756
 HY1756  VERT ORDER  -  SECOND    CLASS 0
 HY1756
 HY1756.The horizontal coordinates were scaled from a topographic map and have
 HY1756.an estimated accuracy of +/- 6 seconds.
 HY1756
 HY1756.The orthometric height was determined by differential leveling
 HY1756.and adjusted by the National Geodetic Survey in June 1991..
 HY1756
 HY1756.The geoid height was determined by GEOID03.
 HY1756
 HY1756.The dynamic height is computed by dividing the NAVD 88
 HY1756.geopotential number by the normal gravity value computed on the
 HY1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1756.degrees latitude (g = 980.6199 gals.).
 HY1756
 HY1756.The modeled gravity was interpolated from observed gravity values.
 HY1756
 HY1756;                    North         East    Units  Estimated Accuracy
 HY1756;SPC KY1Z     - 1,216,590.    1,693,770.      MT  (+/- 180 meters Scaled)
 HY1756
 HY1756                          SUPERSEDED SURVEY CONTROL
 HY1756
 HY1756  NGVD 29 (??/??/92)  241.004  (m)          790.69   (f) ADJ UNCH    2 0
 HY1756
 HY1756.Superseded values are not recommended for survey control.
 HY1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1756.See file dsdata.txt to determine how the superseded data were derived.
 HY1756
 HY1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC781381(NAD 83)
 HY1756_MARKER: DB = BENCH MARK DISK
 HY1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1756_STAMPING: J 38 1935 790.694
 HY1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1756+STABILITY: SURFACE MOTION
 HY1756
 HY1756  HISTORY     - Date     Condition        Report By
 HY1756  HISTORY     - 1935     MONUMENTED       CGS
 HY1756  HISTORY     - 1955     GOOD             NGS
 HY1756  HISTORY     - 20030903 MARK NOT FOUND   KYDT
 HY1756
 HY1756                          STATION DESCRIPTION
 HY1756
 HY1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1756'9.2 MI NW FROM MOREHEAD.
 HY1756'9.25 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE JUNCTION
 HY1756'OF STATE HIGHWAY 32 AND U.S. HIGHWAY 60 AT MOREHEAD, 0.9 MILE
 HY1756'NORTHWEST OF THE FLEMING-ROWAN COUNTY LINE, NEAR FOOT OF GRADE,
 HY1756'76.8 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, 50 FEET
 HY1756'SOUTHEAST OF DRIVEWAY TO HOUSE, 23 YARDS SOUTHEAST OF A TWIN
 HY1756'APPLE TREE, IN A SMALL WRECKING YARD, ABOUT 2 FEET BELOW THE
 HY1756'LEVEL OF HIGHWAY.
 HY1756
 HY1756                          STATION RECOVERY (2003)
 HY1756
 HY1756'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HY1756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1901 ***********************************************************************
 GY1901  DESIGNATION -  J 380
 GY1901  PID         -  GY1901
 GY1901  STATE/COUNTY-  KY/BREATHITT
 GY1901  USGS QUAD   -  HADDIX (1972)
 GY1901
 GY1901                         *CURRENT SURVEY CONTROL
 GY1901  ___________________________________________________________________
 GY1901* NAD 83(1986)-  37 29 47.     (N)    083 21 05.     (W)     SCALED    
 GY1901* NAVD 88     -       229.809  (meters)     753.97   (feet)  ADJUSTED  
 GY1901  ___________________________________________________________________
 GY1901  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GY1901  DYNAMIC HT  -         229.633 (meters)     753.39  (feet)  COMP
 GY1901  MODELED GRAV-     979,860.1   (mgal)                       NAVD 88
 GY1901
 GY1901  VERT ORDER  -  FIRST     CLASS I
 GY1901
 GY1901.The horizontal coordinates were scaled from a topographic map and have
 GY1901.an estimated accuracy of +/- 6 seconds.
 GY1901
 GY1901.The orthometric height was determined by differential leveling
 GY1901.and adjusted by the National Geodetic Survey in June 1991..
 GY1901
 GY1901.The geoid height was determined by GEOID03.
 GY1901
 GY1901.The dynamic height is computed by dividing the NAVD 88
 GY1901.geopotential number by the normal gravity value computed on the
 GY1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1901.degrees latitude (g = 980.6199 gals.).
 GY1901
 GY1901.The modeled gravity was interpolated from observed gravity values.
 GY1901
 GY1901;                    North         East    Units  Estimated Accuracy
 GY1901;SPC KY1Z     - 1,131,810.    1,712,070.      MT  (+/- 180 meters Scaled)
 GY1901
 GY1901                          SUPERSEDED SURVEY CONTROL
 GY1901
 GY1901  NGVD 29 (??/??/92)  229.964  (m)          754.47   (f) ADJ UNCH    1 1
 GY1901
 GY1901.Superseded values are not recommended for survey control.
 GY1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1901.See file dsdata.txt to determine how the superseded data were derived.
 GY1901
 GY1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB921525(NAD 83)
 GY1901_MARKER: DB = BENCH MARK DISK
 GY1901_SETTING: 66 = SET IN ROCK OUTCROP
 GY1901_SP_SET: ROCK OUTCROP
 GY1901_STAMPING: J 380 1967
 GY1901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1901+STABILITY: POSITION/ELEVATION WELL
 GY1901
 GY1901  HISTORY     - Date     Condition        Report By
 GY1901  HISTORY     - 1967     MONUMENTED       CGS
 GY1901  HISTORY     - 19960410 MARK NOT FOUND   KYDT
 GY1901
 GY1901                          STATION DESCRIPTION
 GY1901
 GY1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1901'5.7 MI SE FROM JACKSON.
 GY1901'ABOUT 5.7 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1901'RAILROAD FROM THE STATION AT JACKSON, 13 TELEPHONE POLES SOUTHEAST
 GY1901'OF MILEPOST NUMBER 203, 14 FEET SOUTH OF THE SOUTH RAIL OF THE
 GY1901'TRACK, SET IN THE TOP AND 4 FEET WEST OF THE EAST END OF A ROCK
 GY1901'OUTCROP, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 GY1901
 GY1901                          STATION RECOVERY (1996)
 GY1901
 GY1901'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2002 ***********************************************************************
 GY2002  DESIGNATION -  J 381
 GY2002  PID         -  GY2002
 GY2002  STATE/COUNTY-  KY/PERRY
 GY2002  USGS QUAD   -  VICCO (1992)
 GY2002
 GY2002                         *CURRENT SURVEY CONTROL
 GY2002  ___________________________________________________________________
 GY2002* NAD 83(1986)-  37 10 43.     (N)    083 06 50.     (W)     SCALED    
 GY2002* NAVD 88     -       279.737  (meters)     917.77   (feet)  ADJUSTED  
 GY2002  ___________________________________________________________________
 GY2002  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GY2002  DYNAMIC HT  -         279.510 (meters)     917.03  (feet)  COMP
 GY2002  MODELED GRAV-     979,812.1   (mgal)                       NAVD 88
 GY2002
 GY2002  VERT ORDER  -  FIRST     CLASS I
 GY2002
 GY2002.The horizontal coordinates were scaled from a topographic map and have
 GY2002.an estimated accuracy of +/- 6 seconds.
 GY2002
 GY2002.The orthometric height was determined by differential leveling
 GY2002.and adjusted by the National Geodetic Survey in June 1991..
 GY2002
 GY2002.The geoid height was determined by GEOID03.
 GY2002
 GY2002.The dynamic height is computed by dividing the NAVD 88
 GY2002.geopotential number by the normal gravity value computed on the
 GY2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2002.degrees latitude (g = 980.6199 gals.).
 GY2002
 GY2002.The modeled gravity was interpolated from observed gravity values.
 GY2002
 GY2002;                    North         East    Units  Estimated Accuracy
 GY2002;SPC KY1Z     - 1,097,120.    1,734,060.      MT  (+/- 180 meters Scaled)
 GY2002
 GY2002                          SUPERSEDED SURVEY CONTROL
 GY2002
 GY2002  NGVD 29 (??/??/92)  279.893  (m)          918.28   (f) ADJ UNCH    1 1
 GY2002
 GY2002.Superseded values are not recommended for survey control.
 GY2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2002.See file dsdata.txt to determine how the superseded data were derived.
 GY2002
 GY2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB123167(NAD 83)
 GY2002_MARKER: DB = BENCH MARK DISK
 GY2002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2002_SP_SET: CULVERT
 GY2002_STAMPING: J 381 1967
 GY2002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2002
 GY2002  HISTORY     - Date     Condition        Report By
 GY2002  HISTORY     - 1967     MONUMENTED       CGS
 GY2002
 GY2002                          STATION DESCRIPTION
 GY2002
 GY2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY2002'12 MI SE FROM HAZARD.
 GY2002'ABOUT 12.05 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY2002'RAILROAD FROM THE STATION AT HAZARD, 0.5 MILE SOUTHEAST OF
 GY2002'MILEPOST 254, 12 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 GY2002'TRACK, SET IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE
 GY2002'HEAD WALL OF A CULVERT UNDER THE TRACK, 200 FEET SOUTH AND ACROSS
 GY2002'THE TRACK FROM A FARMHOUSE, 116 FEET NORTH OF THE NORTHEAST END
 GY2002'OF A FOOTBRIDGE OVER THE NORTH FORK KENTUCKY RIVER, AND ABOUT
 GY2002'2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2016 ***********************************************************************
 GY2016  DESIGNATION -  J 382
 GY2016  PID         -  GY2016
 GY2016  STATE/COUNTY-  KY/LETCHER
 GY2016  USGS QUAD   -  VICCO (1992)
 GY2016
 GY2016                         *CURRENT SURVEY CONTROL
 GY2016  ___________________________________________________________________
 GY2016* NAD 83(1986)-  37 07 42.     (N)    083 03 03.     (W)     SCALED    
 GY2016* NAVD 88     -       292.947  (meters)     961.11   (feet)  ADJUSTED  
 GY2016  ___________________________________________________________________
 GY2016  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GY2016  DYNAMIC HT  -         292.706 (meters)     960.32  (feet)  COMP
 GY2016  MODELED GRAV-     979,800.5   (mgal)                       NAVD 88
 GY2016
 GY2016  VERT ORDER  -  FIRST     CLASS I
 GY2016
 GY2016.The horizontal coordinates were scaled from a topographic map and have
 GY2016.an estimated accuracy of +/- 6 seconds.
 GY2016
 GY2016.The orthometric height was determined by differential leveling
 GY2016.and adjusted by the National Geodetic Survey in June 1991..
 GY2016
 GY2016.The geoid height was determined by GEOID03.
 GY2016
 GY2016.The dynamic height is computed by dividing the NAVD 88
 GY2016.geopotential number by the normal gravity value computed on the
 GY2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2016.degrees latitude (g = 980.6199 gals.).
 GY2016
 GY2016.The modeled gravity was interpolated from observed gravity values.
 GY2016
 GY2016;                    North         East    Units  Estimated Accuracy
 GY2016;SPC KY1Z     - 1,091,700.    1,739,820.      MT  (+/- 180 meters Scaled)
 GY2016
 GY2016                          SUPERSEDED SURVEY CONTROL
 GY2016
 GY2016  NGVD 29 (??/??/92)  293.094  (m)          961.59   (f) ADJ UNCH    1 1
 GY2016
 GY2016.Superseded values are not recommended for survey control.
 GY2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2016.See file dsdata.txt to determine how the superseded data were derived.
 GY2016
 GY2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB178110(NAD 83)
 GY2016_MARKER: DB = BENCH MARK DISK
 GY2016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2016_SP_SET: WATER TANK BASE
 GY2016_STAMPING: J 382 1967
 GY2016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2016+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2005
 GY2016
 GY2016  HISTORY     - Date     Condition        Report By
 GY2016  HISTORY     - 1967     MONUMENTED       CGS
 GY2016  HISTORY     - 20051103 GOOD             KYTC
 GY2016
 GY2016                          STATION DESCRIPTION
 GY2016
 GY2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY2016'20 MI SE FROM HAZARD.
 GY2016'ABOUT 20.05 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY2016'RAILROAD FROM THE STATION AT HAZARD, OR ABOUT 0.9 MILE NORTHWEST
 GY2016'ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE STATION AT
 GY2016'WHITESBURG, THENCE 0.15 MILE WEST ALONG STATE HIGHWAY 15, THENCE
 GY2016'19.65 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD,
 GY2016'0.35 MILE EAST OF MILEPOST 262, 2 1/2 RAILS SOUTHEAST OF THE
 GY2016'CROSSING OF THE RAILROAD AND A ROAD, 57 1/2 FEET SOUTHEAST OF THE
 GY2016'EAST CORNER OF THE WATTS GENERAL STORE AND POST OFFICE AT THE
 GY2016'SMALL COMMUNITY OF ULVAH, 23 1/2 FEET NORTHEAST OF THE NORTHEAST
 GY2016'RAIL OF THE NORTHEAST TRACK, SET IN THE TOP OF THE EAST CORNER
 GY2016'OF THE MOST NORTHWESTERLY STONE FOOTING FOR AN ABANDONED WATER
 GY2016'TANK, 42 1/2 FEET SOUTHEAST OF A POWER POLE WHICH BEARS A
 GY2016'TRANSFORMER, ABOUT 1 FOOT BELOW THE TOP OF THE FOOTING, ABOUT 1
 GY2016'FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT 3 FEET BELOW THE
 GY2016'LEVEL OF THE TRACK.
 GY2016
 GY2016                          STATION RECOVERY (2005)
 GY2016
 GY2016'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (PS)
 GY2016'THE WATTS GENERAL STORE AND POST OFFICE ARE NOW CLOSED BUT THE
 GY2016'BUILDINGS ARE STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0055 ***********************************************************************
 GB0055  DESIGNATION -  J 386
 GB0055  PID         -  GB0055
 GB0055  STATE/COUNTY-  KY/MCCREARY
 GB0055  USGS QUAD   -  WIBORG (1981)
 GB0055
 GB0055                         *CURRENT SURVEY CONTROL
 GB0055  ___________________________________________________________________
 GB0055* NAD 83(1986)-  36 50 21.     (N)    084 28 58.     (W)     SCALED    
 GB0055* NAVD 88     -       382.866  (meters)    1256.12   (feet)  ADJUSTED  
 GB0055  ___________________________________________________________________
 GB0055  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GB0055  DYNAMIC HT  -         382.564 (meters)    1255.13  (feet)  COMP
 GB0055  MODELED GRAV-     979,831.1   (mgal)                       NAVD 88
 GB0055
 GB0055  VERT ORDER  -  FIRST     CLASS I
 GB0055
 GB0055.The horizontal coordinates were scaled from a topographic map and have
 GB0055.an estimated accuracy of +/- 6 seconds.
 GB0055
 GB0055.The orthometric height was determined by differential leveling
 GB0055.and adjusted by the National Geodetic Survey in June 1991..
 GB0055
 GB0055.The geoid height was determined by GEOID03.
 GB0055
 GB0055.The dynamic height is computed by dividing the NAVD 88
 GB0055.geopotential number by the normal gravity value computed on the
 GB0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0055.degrees latitude (g = 980.6199 gals.).
 GB0055
 GB0055.The modeled gravity was interpolated from observed gravity values.
 GB0055
 GB0055;                    North         East    Units  Estimated Accuracy
 GB0055;SPC KY1Z     - 1,056,910.    1,613,040.      MT  (+/- 180 meters Scaled)
 GB0055
 GB0055                          SUPERSEDED SURVEY CONTROL
 GB0055
 GB0055  NGVD 29 (??/??/92)  383.016  (m)         1256.61   (f) ADJ UNCH    1 1
 GB0055
 GB0055.Superseded values are not recommended for survey control.
 GB0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0055.See file dsdata.txt to determine how the superseded data were derived.
 GB0055
 GB0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF244799(NAD 83)
 GB0055_MARKER: DB = BENCH MARK DISK
 GB0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0055_STAMPING: J 386 1968
 GB0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0055+STABILITY: SURFACE MOTION
 GB0055
 GB0055  HISTORY     - Date     Condition        Report By
 GB0055  HISTORY     - 1968     MONUMENTED       CGS
 GB0055
 GB0055                          STATION DESCRIPTION
 GB0055
 GB0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0055'0.3 MI SW FROM PARKERS LAKE.
 GB0055'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0055'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, THENCE 0.1 MILE WEST
 GB0055'ALONG A GRAVELED ROAD, 162 FEET SOUTHWEST OF THE CENTERLINE OF
 GB0055'THE ROAD, 23 1/2 FEET EAST OF THE EAST RAIL OF THE SOUTHERN
 GB0055'RAILWAY, 2 1/2 FEET NORTH OF A VERTICAL RAILROAD RAIL WHICH FORMS
 GB0055'A BARRIER, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, AND SET
 GB0055'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1451 ***********************************************************************
 GZ1451  DESIGNATION -  J 387
 GZ1451  PID         -  GZ1451
 GZ1451  STATE/COUNTY-  KY/RUSSELL
 GZ1451  USGS QUAD   -  RUSSELL SPRINGS (1973)
 GZ1451
 GZ1451                         *CURRENT SURVEY CONTROL
 GZ1451  ___________________________________________________________________
 GZ1451* NAD 83(1986)-  37 04 15.     (N)    085 06 44.     (W)     SCALED    
 GZ1451* NAVD 88     -       324.354  (meters)    1064.15   (feet)  ADJUSTED  
 GZ1451  ___________________________________________________________________
 GZ1451  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GZ1451  DYNAMIC HT  -         324.089 (meters)    1063.28  (feet)  COMP
 GZ1451  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 GZ1451
 GZ1451  VERT ORDER  -  FIRST     CLASS I
 GZ1451
 GZ1451.The horizontal coordinates were scaled from a topographic map and have
 GZ1451.an estimated accuracy of +/- 6 seconds.
 GZ1451
 GZ1451.The orthometric height was determined by differential leveling
 GZ1451.and adjusted by the National Geodetic Survey in June 1991..
 GZ1451
 GZ1451.The geoid height was determined by GEOID03.
 GZ1451
 GZ1451.The dynamic height is computed by dividing the NAVD 88
 GZ1451.geopotential number by the normal gravity value computed on the
 GZ1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1451.degrees latitude (g = 980.6199 gals.).
 GZ1451
 GZ1451.The modeled gravity was interpolated from observed gravity values.
 GZ1451
 GZ1451;                    North         East    Units  Estimated Accuracy
 GZ1451;SPC KY1Z     - 1,082,050.    1,556,720.      MT  (+/- 180 meters Scaled)
 GZ1451
 GZ1451                          SUPERSEDED SURVEY CONTROL
 GZ1451
 GZ1451  NGVD 29 (??/??/92)  324.495  (m)         1064.61   (f) ADJ UNCH    1 1
 GZ1451
 GZ1451.Superseded values are not recommended for survey control.
 GZ1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1451.See file dsdata.txt to determine how the superseded data were derived.
 GZ1451
 GZ1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG678043(NAD 83)
 GZ1451_MARKER: DB = BENCH MARK DISK
 GZ1451_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GZ1451_SP_SET: 22 FEET
 GZ1451_STAMPING: J 387 1968
 GZ1451_MARK LOGO: CGS   
 GZ1451_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1451
 GZ1451  HISTORY     - Date     Condition        Report By
 GZ1451  HISTORY     - 1968     MONUMENTED       CGS
 GZ1451  HISTORY     - 19930701 GOOD             KYDT
 GZ1451
 GZ1451                          STATION DESCRIPTION
 GZ1451
 GZ1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1451'1.8 MI NW FROM RUSSELL SPRINGS.
 GZ1451'ABOUT 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 80 FROM THE RUSSELL
 GZ1451'SPRINGS ELEMENTARY SCHOOL AT RUSSELL SPRINGS, AT A CROSSING OF
 GZ1451'THE HIGHWAY AND A POWER LINE, 31 FEET NORTHEAST OF THE CENTERLINE
 GZ1451'OF THE HIGHWAY, 2 FEET NORTHEAST OF A POWER POLE AND IN LINE WITH
 GZ1451'A ROW OF POWER POLES, 1 FOOT SOUTHWEST OF A FENCE, 0.9 FOOT NORTHWEST
 GZ1451'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE
 GZ1451'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 GZ1451'22 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE ABOUT LEVEL WITH
 GZ1451'THE SURFACE OF THE GROUND.
 GZ1451
 GZ1451                          STATION RECOVERY (1993)
 GZ1451
 GZ1451'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1451'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1913 ***********************************************************************
 GZ1913  DESIGNATION -  J 388
 GZ1913  PID         -  GZ1913
 GZ1913  STATE/COUNTY-  KY/BARREN
 GZ1913  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ1913
 GZ1913                         *CURRENT SURVEY CONTROL
 GZ1913  ___________________________________________________________________
 GZ1913* NAD 83(1986)-  37 02 09.     (N)    085 57 53.     (W)     SCALED    
 GZ1913* NAVD 88     -       219.089  (meters)     718.79   (feet)  ADJUSTED  
 GZ1913  ___________________________________________________________________
 GZ1913  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GZ1913  DYNAMIC HT  -         218.915 (meters)     718.22  (feet)  COMP
 GZ1913  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 GZ1913
 GZ1913  VERT ORDER  -  FIRST     CLASS I
 GZ1913
 GZ1913.The horizontal coordinates were scaled from a topographic map and have
 GZ1913.an estimated accuracy of +/- 6 seconds.
 GZ1913
 GZ1913.The orthometric height was determined by differential leveling
 GZ1913.and adjusted by the National Geodetic Survey in June 1991..
 GZ1913
 GZ1913.The geoid height was determined by GEOID03.
 GZ1913
 GZ1913.The dynamic height is computed by dividing the NAVD 88
 GZ1913.geopotential number by the normal gravity value computed on the
 GZ1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1913.degrees latitude (g = 980.6199 gals.).
 GZ1913
 GZ1913.The modeled gravity was interpolated from observed gravity values.
 GZ1913
 GZ1913;                    North         East    Units  Estimated Accuracy
 GZ1913;SPC KY1Z     - 1,077,990.    1,480,900.      MT  (+/- 180 meters Scaled)
 GZ1913
 GZ1913                          SUPERSEDED SURVEY CONTROL
 GZ1913
 GZ1913  NGVD 29 (??/??/92)  219.218  (m)          719.22   (f) ADJ UNCH    1 1
 GZ1913
 GZ1913.Superseded values are not recommended for survey control.
 GZ1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1913.See file dsdata.txt to determine how the superseded data were derived.
 GZ1913
 GZ1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF920993(NAD 83)
 GZ1913_MARKER: DB = BENCH MARK DISK
 GZ1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1913_STAMPING: J 388 1968
 GZ1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1913+STABILITY: SURFACE MOTION
 GZ1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1913+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 GZ1913
 GZ1913  HISTORY     - Date     Condition        Report By
 GZ1913  HISTORY     - 1968     MONUMENTED       CGS
 GZ1913  HISTORY     - 20051012 GOOD             GESOLU
 GZ1913
 GZ1913                          STATION DESCRIPTION
 GZ1913
 GZ1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1913'5.4 MI NW FROM GLASGOW.
 GZ1913'ABOUT 0.4 MILE WEST ALONG WEST WASHINGTON STREET FROM THE
 GZ1913'BARREN COUNTY COURTHOUSE AT GLASGOW, THENCE 4.2 MILES NORTHWEST
 GZ1913'ALONG A PAVED ROAD, AT A JUNCTION OF THE PAVED ROAD AND A
 GZ1913'GRAVELED ROAD, 56 FEET SOUTHEAST OF THE CENTERLINE OF THE PAVED
 GZ1913'ROAD AND A GRAVELED ROAD, 56 FEET SOUTHEAST OF THE CENTERLINE
 GZ1913'OF THE PAVED ROAD, 55 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 GZ1913'ROAD, 14 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 1 FOOT
 GZ1913'NORTH OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 1
 GZ1913'FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 GZ1913'CONCRETE POST WHICH PROJECTS 3 INCHES.
 GZ1913
 GZ1913                          STATION RECOVERY (2005)
 GZ1913
 GZ1913'RECOVERY NOTE BY GEOMATICS SOLUTIONS 2005 (HGM)
 GZ1913'2.65 MILES (4.26 KM)NORTHWEST ALONG KY 90 (HAPPY VALLEY ROAD) FROM
 GZ1913'INTERSECTION WITH US 31E BY-PASS IN GLASGOW TO JUNCTION WITH DIPPING
 GZ1913'SPRINGS ROAD, 1.5 MILES (2.4 KM) SOUTHEAST ALONG DIPPING SPRINGS ROAD
 GZ1913'AT JUNCTION WITH MARTIN ROAD, 56 FEET SOUTHEAST OF THE CENTERLINE OF
 GZ1913'DIPPING SPRINGS ROAD, 55 FEET WEST OF THE CENTERLINE OF MARTIN ROAD,
 GZ1913' 
 GZ1913'14 FEET SOUTH OF A GRAVELED ROAD, 5 FEET NORTH OF A FENCE, 1 FOOT
 GZ1913'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF DIPPING
 GZ1913'SPRINGS ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 GZ1913'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0387 ***********************************************************************
 HB0387  DESIGNATION -  J 389
 HB0387  PID         -  HB0387
 HB0387  STATE/COUNTY-  KY/MCCRACKEN
 HB0387  USGS QUAD   -  HEATH (1978)
 HB0387
 HB0387                         *CURRENT SURVEY CONTROL
 HB0387  ___________________________________________________________________
 HB0387* NAD 83(1986)-  37 03 51.     (N)    088 49 36.     (W)     SCALED    
 HB0387* NAVD 88     -       139.326  (meters)     457.11   (feet)  ADJUSTED  
 HB0387  ___________________________________________________________________
 HB0387  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HB0387  DYNAMIC HT  -         139.222 (meters)     456.76  (feet)  COMP
 HB0387  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 HB0387
 HB0387  VERT ORDER  -  FIRST     CLASS I
 HB0387
 HB0387.The horizontal coordinates were scaled from a topographic map and have
 HB0387.an estimated accuracy of +/- 6 seconds.
 HB0387
 HB0387.The orthometric height was determined by differential leveling
 HB0387.and adjusted by the National Geodetic Survey in June 1991..
 HB0387
 HB0387.The geoid height was determined by GEOID03.
 HB0387
 HB0387.The dynamic height is computed by dividing the NAVD 88
 HB0387.geopotential number by the normal gravity value computed on the
 HB0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0387.degrees latitude (g = 980.6199 gals.).
 HB0387
 HB0387.The modeled gravity was interpolated from observed gravity values.
 HB0387
 HB0387;                    North         East    Units  Estimated Accuracy
 HB0387;SPC KY1Z     - 1,085,620.    1,226,420.      MT  (+/- 180 meters Scaled)
 HB0387
 HB0387                          SUPERSEDED SURVEY CONTROL
 HB0387
 HB0387  NGVD 29 (??/??/??)  139.277  (m)          456.94   (f) ADJUSTED    1 1
 HB0387
 HB0387.Superseded values are not recommended for survey control.
 HB0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0387.See file dsdata.txt to determine how the superseded data were derived.
 HB0387
 HB0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG375035(NAD 83)
 HB0387_MARKER: DB = BENCH MARK DISK
 HB0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0387_STAMPING: J 389 1968
 HB0387_MARK LOGO: CGS   
 HB0387_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0387+STABILITY: SURFACE MOTION
 HB0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0387+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2005
 HB0387
 HB0387  HISTORY     - Date     Condition        Report By
 HB0387  HISTORY     - 1968     MONUMENTED       CGS
 HB0387  HISTORY     - 19930801 GOOD             KYDT
 HB0387  HISTORY     - 20050307 GOOD             USACE
 HB0387
 HB0387                          STATION DESCRIPTION
 HB0387
 HB0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0387'3.6 MI E FROM KEVIL.
 HB0387'ABOUT 0.1 MILE SOUTH ALONG WALLACE AVENUE FROM THE POST OFFICE
 HB0387'AT KEVIL, THENCE 3.5 MILES EAST ALONG U.S. HIGHWAY 60, 0.15
 HB0387'MILE SOUTHEAST OF A CROSSING OF THE HIGHWAY AND A POWER LINE,
 HB0387'30 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 180 FEET
 HB0387'SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF A STONE
 HB0387'HOUSE, 40 FEET NORTHWEST OF A TELEPHONE POLE, 18 FEET NORTHWEST OF
 HB0387'THE CENTER OF A WIRE GATE, 10 FEET NORTHEAST OF A 20-INCH HICKORY
 HB0387'TREE, 1 FOOT NORTHEAST OF A FENCE, 1.4 FEET SOUTHWEST OF A METAL
 HB0387'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY,
 HB0387'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
 HB0387
 HB0387                          STATION RECOVERY (1993)
 HB0387
 HB0387'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 HB0387'RECOVERED IN GOOD CONDITION.  NOTE--MARK IS 18 FEET (5.5 M)
 HB0387'WEST-NORTHWEST OF CENTER OF GRAVEL DRIVE TO HOUSE TRAILER.
 HB0387
 HB0387                          STATION RECOVERY (2005)
 HB0387
 HB0387'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 HB0387'ROADWAY IN ORIGINAL DESCRIPTION IS NOW OLD HWY 60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0047 ***********************************************************************
 GZ0047  DESIGNATION -  J 39
 GZ0047  PID         -  GZ0047
 GZ0047  STATE/COUNTY-  KY/MADISON
 GZ0047  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0047
 GZ0047                         *CURRENT SURVEY CONTROL
 GZ0047  ___________________________________________________________________
 GZ0047* NAD 83(1986)-  37 38 42.     (N)    084 17 58.     (W)     SCALED    
 GZ0047* NAVD 88     -       272.435  (meters)     893.81   (feet)  ADJUSTED  
 GZ0047  ___________________________________________________________________
 GZ0047  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GZ0047  DYNAMIC HT  -         272.231 (meters)     893.14  (feet)  COMP
 GZ0047  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 GZ0047
 GZ0047  VERT ORDER  -  SECOND    CLASS 0
 GZ0047
 GZ0047.The horizontal coordinates were scaled from a topographic map and have
 GZ0047.an estimated accuracy of +/- 6 seconds.
 GZ0047
 GZ0047.The orthometric height was determined by differential leveling
 GZ0047.and adjusted by the National Geodetic Survey in June 1991..
 GZ0047
 GZ0047.The geoid height was determined by GEOID03.
 GZ0047
 GZ0047.The dynamic height is computed by dividing the NAVD 88
 GZ0047.geopotential number by the normal gravity value computed on the
 GZ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0047.degrees latitude (g = 980.6199 gals.).
 GZ0047
 GZ0047.The modeled gravity was interpolated from observed gravity values.
 GZ0047
 GZ0047;                    North         East    Units  Estimated Accuracy
 GZ0047;SPC KY1Z     - 1,146,570.    1,628,000.      MT  (+/- 180 meters Scaled)
 GZ0047
 GZ0047                          SUPERSEDED SURVEY CONTROL
 GZ0047
 GZ0047  NGVD 29 (??/??/92)  272.583  (m)          894.30   (f) ADJ UNCH    2 0
 GZ0047
 GZ0047.Superseded values are not recommended for survey control.
 GZ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0047.See file dsdata.txt to determine how the superseded data were derived.
 GZ0047
 GZ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG382698(NAD 83)
 GZ0047_MARKER: DB = BENCH MARK DISK
 GZ0047_SETTING: 0 = UNSPECIFIED SETTING
 GZ0047_STAMPING: J 39 1935 894.329
 GZ0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0047
 GZ0047  HISTORY     - Date     Condition        Report By
 GZ0047  HISTORY     - 1935     MONUMENTED       CGS
 GZ0047  HISTORY     - 1961     GOOD             PAS
 GZ0047
 GZ0047                          STATION DESCRIPTION
 GZ0047
 GZ0047'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0047'5.5 MI N FROM BEREA.
 GZ0047'37.7 FEET NORTHWEST OF THE WEST RAIL OF SOUTH BOUND TRACK, 22
 GZ0047'FEET SOUTH OF THE CENTER OF BLACK TOP ROAD, 4.6 FEET SOUTH OF
 GZ0047'FENCE CORNER, 2.7 FEET NORTHEAST OF A METAL WITNESS POST AND
 GZ0047'SIGN AND 2.3 FEET EAST OF WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0425 ***********************************************************************
 HB0425  DESIGNATION -  J 390
 HB0425  PID         -  HB0425
 HB0425  STATE/COUNTY-  KY/MCCRACKEN
 HB0425  USGS QUAD   -  PADUCAH EAST (1982)
 HB0425
 HB0425                         *CURRENT SURVEY CONTROL
 HB0425  ___________________________________________________________________
 HB0425* NAD 83(1986)-  37 05 10.     (N)    088 35 58.     (W)     SCALED    
 HB0425* NAVD 88     -       104.738  (meters)     343.63   (feet)  ADJUSTED  
 HB0425  ___________________________________________________________________
 HB0425  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HB0425  DYNAMIC HT  -         104.661 (meters)     343.38  (feet)  COMP
 HB0425  MODELED GRAV-     979,899.1   (mgal)                       NAVD 88
 HB0425
 HB0425  VERT ORDER  -  FIRST     CLASS I
 HB0425
 HB0425.The horizontal coordinates were scaled from a topographic map and have
 HB0425.an estimated accuracy of +/- 6 seconds.
 HB0425
 HB0425.The orthometric height was determined by differential leveling
 HB0425.and adjusted by the National Geodetic Survey in June 1991..
 HB0425
 HB0425.The geoid height was determined by GEOID03.
 HB0425
 HB0425.The dynamic height is computed by dividing the NAVD 88
 HB0425.geopotential number by the normal gravity value computed on the
 HB0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0425.degrees latitude (g = 980.6199 gals.).
 HB0425
 HB0425.The modeled gravity was interpolated from observed gravity values.
 HB0425
 HB0425;                    North         East    Units  Estimated Accuracy
 HB0425;SPC KY1Z     - 1,087,420.    1,246,690.      MT  (+/- 180 meters Scaled)
 HB0425
 HB0425                          SUPERSEDED SURVEY CONTROL
 HB0425
 HB0425  NGVD 29 (??/??/??)  104.751  (m)          343.67   (f) ADJUSTED    1 1
 HB0425
 HB0425.Superseded values are not recommended for survey control.
 HB0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0425.See file dsdata.txt to determine how the superseded data were derived.
 HB0425
 HB0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG578056(NAD 83)
 HB0425_MARKER: DB = BENCH MARK DISK
 HB0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0425_SP_SET: STONE GUARD RAIL
 HB0425_STAMPING: J 390 1968
 HB0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0425
 HB0425  HISTORY     - Date     Condition        Report By
 HB0425  HISTORY     - 1968     MONUMENTED       CGS
 HB0425  HISTORY     - 1972     GOOD             NGS
 HB0425  HISTORY     - 1978     GOOD             DOD
 HB0425  HISTORY     - 1978     GOOD             DOD
 HB0425  HISTORY     - 1978     GOOD             DOD
 HB0425  HISTORY     - 20031008 GOOD             USPSQD
 HB0425
 HB0425                          STATION DESCRIPTION
 HB0425
 HB0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0425'AT PADUCAH.
 HB0425'AT PADUCAH, AT THE EAST CORNER OF THE POST OFFICE, SET
 HB0425'VERTICALLY IN THE NORTHEAST FACE OF THE ORNAMENTAL STONE GUARD
 HB0425'RAIL, 1.9 FEET SOUTH OF THE EAST CORNER OF THE BUILDING, 38 FEET
 HB0425'SOUTHWEST OF THE CENTERLINE OF SOUTH 5TH STREET, 39 FEET
 HB0425'NORTHWEST OF THE CENTERLINE OF BROADWAY, AND ABOUT 3 FEET ABOVE
 HB0425'THE LEVEL OF THE SIDEWALK.
 HB0425
 HB0425                          STATION RECOVERY (1972)
 HB0425
 HB0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0425'RECOVERED IN GOOD CONDITION.
 HB0425
 HB0425                          STATION RECOVERY (1978)
 HB0425
 HB0425'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 HB0425'RECOVERED IN GOOD CONDITION.
 HB0425
 HB0425                          STATION RECOVERY (1978)
 HB0425
 HB0425'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 HB0425'RECOVERED IN GOOD CONDITION.
 HB0425
 HB0425                          STATION RECOVERY (1978)
 HB0425
 HB0425'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 HB0425'RECOVERED IN GOOD CONDITION.
 HB0425
 HB0425                          STATION RECOVERY (2003)
 HB0425
 HB0425'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0425'IN DESCRIPTION ON HOW TO FIND.  CHANGE POST OFFICE TO FEDERAL BUILDING
 HB0425' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0902 ***********************************************************************
 HA0902  DESIGNATION -  J 391
 HA0902  PID         -  HA0902
 HA0902  STATE/COUNTY-  KY/CALDWELL
 HA0902  USGS QUAD   -  PRINCETON WEST (1967)
 HA0902
 HA0902                         *CURRENT SURVEY CONTROL
 HA0902  ___________________________________________________________________
 HA0902* NAD 83(1986)-  37 06 16.     (N)    087 58 56.     (W)     SCALED    
 HA0902* NAVD 88     -       169.645  (meters)     556.58   (feet)  ADJUSTED  
 HA0902  ___________________________________________________________________
 HA0902  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HA0902  DYNAMIC HT  -         169.517 (meters)     556.16  (feet)  COMP
 HA0902  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 HA0902
 HA0902  VERT ORDER  -  FIRST     CLASS I
 HA0902
 HA0902.The horizontal coordinates were scaled from a topographic map and have
 HA0902.an estimated accuracy of +/- 6 seconds.
 HA0902
 HA0902.The orthometric height was determined by differential leveling
 HA0902.and adjusted by the National Geodetic Survey in June 1991..
 HA0902
 HA0902.The geoid height was determined by GEOID03.
 HA0902
 HA0902.The dynamic height is computed by dividing the NAVD 88
 HA0902.geopotential number by the normal gravity value computed on the
 HA0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0902.degrees latitude (g = 980.6199 gals.).
 HA0902
 HA0902.The modeled gravity was interpolated from observed gravity values.
 HA0902
 HA0902;                    North         East    Units  Estimated Accuracy
 HA0902;SPC KY1Z     - 1,087,960.    1,301,600.      MT  (+/- 180 meters Scaled)
 HA0902
 HA0902                          SUPERSEDED SURVEY CONTROL
 HA0902
 HA0902  NGVD 29 (??/??/92)  169.703  (m)          556.77   (f) ADJ UNCH    1 1
 HA0902
 HA0902.Superseded values are not recommended for survey control.
 HA0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0902.See file dsdata.txt to determine how the superseded data were derived.
 HA0902
 HA0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG127069(NAD 83)
 HA0902_MARKER: DB = BENCH MARK DISK
 HA0902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0902_SP_SET: CULVERT
 HA0902_STAMPING: J 391 1968
 HA0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0902
 HA0902  HISTORY     - Date     Condition        Report By
 HA0902  HISTORY     - 1968     MONUMENTED       CGS
 HA0902
 HA0902                          STATION DESCRIPTION
 HA0902
 HA0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HA0902'6 MI E FROM EDDYVILLE.
 HA0902'ABOUT 0.1 MILE SOUTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE
 HA0902'AT EDDYVILLE, THENCE 1.35 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND
 HA0902'641, THENCE 4.55 MILES EAST ALONG U.S. HIGHWAY 62, OR ABOUT 0.2
 HA0902'MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS STATE HIGHWAYS
 HA0902'139, 278, AND 293 FROM THE CALDWELL COUNTY COURTHOUSE AT PRINCETON
 HA0902'TO THE ILLINOIS CENTRAL RAILROAD OVERPASS, THENCE 0.5 MILE NORTHWEST
 HA0902'ALONG THE ILLINOIS CENTRAL RAILROAD TO A RAILROAD JUNCTION, THENCE
 HA0902'5.1 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD, THENCE 0.6
 HA0902'MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE WEST ALONG U.S
 HA0902'HIGHWAY 62, 0.2 MILE SOUTH OF A GRAVELED ROAD UNDERPASS FOR THE
 HA0902'WESTERN KENTUCKY PARKWAY, 0.2 MILE WEST OF A JUNCTION OF THE HIGHWAY
 HA0902'AND A GRAVELED ROAD, 31 FEET SOUTH OF THE CENTERLINE OF THE
 HA0902'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL
 HA0902'OF A BOX CULVERT UNDER THE HIGHWAY, 21 FEET EAST OF THE CENTERLINE
 HA0902'OF A TRIAL ROAD, 148 YARDS WEST OF POWER POLE NUMBER 68, AND ABOUT
 HA0902'4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1223 ***********************************************************************
 GC1223  DESIGNATION -  J 392
 GC1223  PID         -  GC1223
 GC1223  STATE/COUNTY-  KY/CHRISTIAN
 GC1223  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1223
 GC1223                         *CURRENT SURVEY CONTROL
 GC1223  ___________________________________________________________________
 GC1223* NAD 83(1986)-  36 51 09.     (N)    087 23 00.     (W)     SCALED    
 GC1223* NAVD 88     -       174.200  (meters)     571.52   (feet)  ADJUSTED  
 GC1223  ___________________________________________________________________
 GC1223  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC1223  DYNAMIC HT  -         174.063 (meters)     571.07  (feet)  COMP
 GC1223  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 GC1223
 GC1223  VERT ORDER  -  FIRST     CLASS I
 GC1223
 GC1223.The horizontal coordinates were scaled from a topographic map and have
 GC1223.an estimated accuracy of +/- 6 seconds.
 GC1223
 GC1223.The orthometric height was determined by differential leveling
 GC1223.and adjusted by the National Geodetic Survey in June 1991..
 GC1223
 GC1223.The geoid height was determined by GEOID03.
 GC1223
 GC1223.The dynamic height is computed by dividing the NAVD 88
 GC1223.geopotential number by the normal gravity value computed on the
 GC1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1223.degrees latitude (g = 980.6199 gals.).
 GC1223
 GC1223.The modeled gravity was interpolated from observed gravity values.
 GC1223
 GC1223;                    North         East    Units  Estimated Accuracy
 GC1223;SPC KY1Z     - 1,058,900.    1,354,330.      MT  (+/- 180 meters Scaled)
 GC1223
 GC1223                          SUPERSEDED SURVEY CONTROL
 GC1223
 GC1223  NGVD 29 (??/??/92)  174.273  (m)          571.76   (f) ADJ UNCH    1 1
 GC1223
 GC1223.Superseded values are not recommended for survey control.
 GC1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1223.See file dsdata.txt to determine how the superseded data were derived.
 GC1223
 GC1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF658785(NAD 83)
 GC1223_MARKER: DB = BENCH MARK DISK
 GC1223_SETTING: 66 = SET IN ROCK OUTCROP
 GC1223_SP_SET: ROCK OUTCROP
 GC1223_STAMPING: J 392 1968
 GC1223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1223+STABILITY: POSITION/ELEVATION WELL
 GC1223
 GC1223  HISTORY     - Date     Condition        Report By
 GC1223  HISTORY     - 1968     MONUMENTED       CGS
 GC1223
 GC1223                          STATION DESCRIPTION
 GC1223
 GC1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1223'4.6 MI W FROM FAIRVIEW.
 GC1223'ABOUT 4.65 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GC1223'FROM THE JEFFERSON DAVIS MONUMENT AT FAIRVIEW, OR ABOUT 0.1 MILE
 GC1223'SOUTHWEST ALONG SOUTH MAIN STREET FROM THE CHRISTIAN COUNTY
 GC1223'COURTHOUSE AT HOPKINSVILLE, THENCE 0.6 MILE EAST ALONG EAST 9TH
 GC1223'STREET WHCIH IS U.S. HIGHWAYS 41 AND 68 AND STATE HIGHWAYS 80
 GC1223'AND 109, THENCE 5.35 MILE WEST OF THE LITTLE RIVER CHURCH OF
 GC1223'CHRIST, 29 1/2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, SET
 GC1223'IN THE TOP OF A FLAT ROCK OUTCROP ABOUT LEVEL WITH THE SURFACE
 GC1223'OF THE GROUND, 134 1/2 FEET EAST OF THE EXTENDED CENTERLINE OF
 GC1223'A DRIVEWAY, 96 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM A
 GC1223'POWER POLE WHICH BEARS A TRANSFORMER, 40 FEET SOUTH OF A 24-INCH
 GC1223'HACKBERRY TREE, 62 FEET EAST OF THE CENTERLINE OF A TRAIL ROAD,
 GC1223'38 1/2 FEET WEST OF A TELEPHONE POLE NUMBER 103, 1 FOOT SOUTH
 GC1223'OF A FENCE, 0.8 FOOT NORTHWEST OF A METAL WITNESS POST, AND
 GC1223'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE8402 ***********************************************************************
 DE8402  DESIGNATION -  J 392 RESET
 DE8402  PID         -  DE8402
 DE8402  STATE/COUNTY-  KY/CHRISTIAN
 DE8402  USGS QUAD   -  HOPKINSVILLE (1982)
 DE8402
 DE8402                         *CURRENT SURVEY CONTROL
 DE8402  ___________________________________________________________________
 DE8402* NAD 83(1986)-  36 51 09.     (N)    087 23 00.     (W)     SCALED    
 DE8402* NAVD 88     -       170.67   (meters)     559.9    (feet)  RESET     
 DE8402  ___________________________________________________________________
 DE8402  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DE8402
 DE8402  VERT ORDER  -  THIRD
 DE8402
 DE8402.The horizontal coordinates were scaled from a topographic map and have
 DE8402.an estimated accuracy of +/- 6 seconds.
 DE8402
 DE8402.The orthometric height was computed from unverified reset data.
 DE8402.No vertical observational check was made to the station.
 DE8402
 DE8402.The geoid height was determined by GEOID03.
 DE8402
 DE8402;                    North         East    Units  Estimated Accuracy
 DE8402;SPC KY1Z     - 1,058,900.    1,354,330.      MT  (+/- 180 meters Scaled)
 DE8402
 DE8402                          SUPERSEDED SURVEY CONTROL
 DE8402
 DE8402.No superseded survey control is available for this station.
 DE8402
 DE8402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF658785(NAD 83)
 DE8402_MARKER: DV = VERTICAL CONTROL DISK
 DE8402_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE8402_SP_SET: BOX CULVERT HEADWALL
 DE8402_STAMPING: J 392 1968 RESET 2002
 DE8402_MARK LOGO: NGS   
 DE8402_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8402+STABILITY: SURFACE MOTION
 DE8402
 DE8402  HISTORY     - Date     Condition        Report By
 DE8402  HISTORY     - 2002     MONUMENTED       KYDT
 DE8402
 DE8402                          STATION DESCRIPTION
 DE8402
 DE8402'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 DE8402'4.4 MILES (7.1 KM) WEST ALONG NEW (4 LANE) US 68/KY 80 FROM THE
 DE8402'CHRISTIAN/TODD COUNTY LINE, ABOUT 2.65 MILES (4.26 KM) EAST ALONG NEW
 DE8402'US 68/KY 80 FROM JUNCTION OF US 68 BYPASS TO THE SOUTH, ABOUT 330 FEET
 DE8402'(100.6 M) EAST ALONG US 68/KY 80 FROM THE JUNCTION OF LITTLE RIVER
 DE8402'CHURCH ROAD TO THE SOUTH, 49.7 FEET (15.1 M) SOUTH OF THE CENTERLINE
 DE8402'OF THE EASTBOUND LANES OF THE HIGHWAY, A VERTICAL CONTROL DISK SET IN
 DE8402'A DRILL HOLE IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A 17
 DE8402'FOOT (5.2 M) CONCRETE BOX CULVERT WITH PARTITION UNDER THE HIGHWAY,
 DE8402'ABOUT 3 FEET (0.9 M) BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0465 ***********************************************************************
 GD0465  DESIGNATION -  J 393
 GD0465  PID         -  GD0465
 GD0465  STATE/COUNTY-  KY/BALLARD
 GD0465  USGS QUAD   -  WICKLIFFE (1983)
 GD0465
 GD0465                         *CURRENT SURVEY CONTROL
 GD0465  ___________________________________________________________________
 GD0465* NAD 83(1986)-  36 56 45.     (N)    089 05 17.     (W)     SCALED    
 GD0465* NAVD 88     -       102.991  (meters)     337.90   (feet)  ADJUSTED  
 GD0465  ___________________________________________________________________
 GD0465  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0465  DYNAMIC HT  -         102.914 (meters)     337.64  (feet)  COMP
 GD0465  MODELED GRAV-     979,880.7   (mgal)                       NAVD 88
 GD0465
 GD0465  VERT ORDER  -  FIRST     CLASS I
 GD0465
 GD0465.The horizontal coordinates were scaled from a topographic map and have
 GD0465.an estimated accuracy of +/- 6 seconds.
 GD0465
 GD0465.The orthometric height was determined by differential leveling
 GD0465.and adjusted by the National Geodetic Survey in June 1991..
 GD0465
 GD0465.The geoid height was determined by GEOID03.
 GD0465
 GD0465.The dynamic height is computed by dividing the NAVD 88
 GD0465.geopotential number by the normal gravity value computed on the
 GD0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0465.degrees latitude (g = 980.6199 gals.).
 GD0465
 GD0465.The modeled gravity was interpolated from observed gravity values.
 GD0465
 GD0465;                    North         East    Units  Estimated Accuracy
 GD0465;SPC KY1Z     - 1,073,300.    1,202,720.      MT  (+/- 180 meters Scaled)
 GD0465
 GD0465                          SUPERSEDED SURVEY CONTROL
 GD0465
 GD0465  NGVD 29 (??/??/??)  102.875  (m)          337.52   (f) ADJUSTED    1 1
 GD0465
 GD0465.Superseded values are not recommended for survey control.
 GD0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0465.See file dsdata.txt to determine how the superseded data were derived.
 GD0465
 GD0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF140909(NAD 83)
 GD0465_MARKER: DB = BENCH MARK DISK
 GD0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0465_SP_SET: OVERPASS
 GD0465_STAMPING: J393 1974
 GD0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0465+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2002
 GD0465
 GD0465  HISTORY     - Date     Condition        Report By
 GD0465  HISTORY     - 1974     MONUMENTED       NGS
 GD0465  HISTORY     - 20020423 GOOD             USACE
 GD0465
 GD0465                          STATION DESCRIPTION
 GD0465
 GD0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0465'1.6 MI S FROM WICKLIFFE.
 GD0465'ABOUT 1.6 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURTHOUSE
 GD0465'AT WICKLIFFE, AT A LARGE STEEL AND CONCRETE OVERPASS, (WHICH IS
 GD0465'EXIT AND ENTRANCE FOR TRUCKS TO THE WESTVACO PAPER COMPANY),
 GD0465'79 1/2 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 51 BELOW
 GD0465'OVERPASS, 13 FEET NORTH OF THE CENTER LINE OF EXIT LANE OF
 GD0465'OVERPASS, 4.4 FEET NORTH OF NORTH FACE OF LARGE STEEL BANNISTER,
 GD0465'SET IN TOP OF THE NORTH END OF THE WEST CONCRETE SEAT OF OVERPASS,
 GD0465'2 1/2 FEET BELOW LANES OF OVERPASS AND ABOUT 30 FEET ABOVE
 GD0465'HIGHWAY.
 GD0465
 GD0465                          STATION RECOVERY (2002)
 GD0465
 GD0465'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0641 ***********************************************************************
 GD0641  DESIGNATION -  J 394
 GD0641  PID         -  GD0641
 GD0641  STATE/COUNTY-  KY/FULTON
 GD0641  USGS QUAD   -  CAYCE (1982)
 GD0641
 GD0641                         *CURRENT SURVEY CONTROL
 GD0641  ___________________________________________________________________
 GD0641* NAD 83(1986)-  36 33 53.     (N)    089 07 06.     (W)     SCALED    
 GD0641* NAVD 88     -        93.951  (meters)     308.24   (feet)  ADJUSTED  
 GD0641  ___________________________________________________________________
 GD0641  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GD0641  DYNAMIC HT  -          93.878 (meters)     308.00  (feet)  COMP
 GD0641  MODELED GRAV-     979,850.4   (mgal)                       NAVD 88
 GD0641
 GD0641  VERT ORDER  -  FIRST     CLASS I
 GD0641
 GD0641.The horizontal coordinates were scaled from a topographic map and have
 GD0641.an estimated accuracy of +/- 6 seconds.
 GD0641
 GD0641.The orthometric height was determined by differential leveling
 GD0641.and adjusted by the National Geodetic Survey in June 1991..
 GD0641
 GD0641.The geoid height was determined by GEOID03.
 GD0641
 GD0641.The dynamic height is computed by dividing the NAVD 88
 GD0641.geopotential number by the normal gravity value computed on the
 GD0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0641.degrees latitude (g = 980.6199 gals.).
 GD0641
 GD0641.The modeled gravity was interpolated from observed gravity values.
 GD0641
 GD0641;                    North         East    Units  Estimated Accuracy
 GD0641;SPC KY1Z     - 1,031,120.    1,198,500.      MT  (+/- 180 meters Scaled)
 GD0641
 GD0641                          SUPERSEDED SURVEY CONTROL
 GD0641
 GD0641  NGVD 29 (??/??/??)   93.882  (m)          308.01   (f) ADJUSTED    1 1
 GD0641
 GD0641.Superseded values are not recommended for survey control.
 GD0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0641.See file dsdata.txt to determine how the superseded data were derived.
 GD0641
 GD0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF104486(NAD 83)
 GD0641_MARKER: DB = BENCH MARK DISK
 GD0641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0641_SP_SET: BRIDGE ABUTMENT
 GD0641_STAMPING: J 394 1974
 GD0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0641
 GD0641  HISTORY     - Date     Condition        Report By
 GD0641  HISTORY     - 1974     MONUMENTED       NGS
 GD0641  HISTORY     - 20020810 MARK NOT FOUND   USACE
 GD0641
 GD0641                          STATION DESCRIPTION
 GD0641
 GD0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0641'4.5 MI E FROM HICKMAN.
 GD0641'ABOUT 4.50 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST
 GD0641'OFFICE AT HICKMAN, SET HORIZONTALLY IN THE TOP SOUTH ABUTMENT
 GD0641'OF THE WEST END OF A 33-FOOT CONCRETE BRIDGE, 15 FEET SOUTH OF
 GD0641'THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE WEST END OF
 GD0641'THE GUARD RAIL ON THE SOUTH SIDE, 1.5 FEET BELOW LEVEL OF THE
 GD0641'HIGHWAY.
 GD0641
 GD0641                          STATION RECOVERY (2002)
 GD0641
 GD0641'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0641'MARK DESTROYED. BRIDGE REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2044 ***********************************************************************
 GC2044  DESIGNATION -  J 400
 GC2044  PID         -  GC2044
 GC2044  STATE/COUNTY-  KY/TODD
 GC2044  USGS QUAD   -  GUTHRIE (1983)
 GC2044
 GC2044                         *CURRENT SURVEY CONTROL
 GC2044  ___________________________________________________________________
 GC2044* NAD 83(1986)-  36 41 15.     (N)    087 08 10.     (W)     SCALED    
 GC2044* NAVD 88     -       185.045  (meters)     607.10   (feet)  ADJUSTED  
 GC2044  ___________________________________________________________________
 GC2044  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2044  DYNAMIC HT  -         184.897 (meters)     606.62  (feet)  COMP
 GC2044  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 GC2044
 GC2044  VERT ORDER  -  FIRST     CLASS II
 GC2044
 GC2044.The horizontal coordinates were scaled from a topographic map and have
 GC2044.an estimated accuracy of +/- 6 seconds.
 GC2044
 GC2044.The orthometric height was determined by differential leveling
 GC2044.and adjusted by the National Geodetic Survey in June 1991..
 GC2044
 GC2044.The geoid height was determined by GEOID03.
 GC2044
 GC2044.The dynamic height is computed by dividing the NAVD 88
 GC2044.geopotential number by the normal gravity value computed on the
 GC2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2044.degrees latitude (g = 980.6199 gals.).
 GC2044
 GC2044.The modeled gravity was interpolated from observed gravity values.
 GC2044
 GC2044;                    North         East    Units  Estimated Accuracy
 GC2044;SPC KY1Z     - 1,040,230.    1,376,110.      MT  (+/- 180 meters Scaled)
 GC2044
 GC2044                          SUPERSEDED SURVEY CONTROL
 GC2044
 GC2044.No superseded survey control is available for this station.
 GC2044
 GC2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF878602(NAD 83)
 GC2044_MARKER: I = METAL ROD
 GC2044_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2044_SP_SET: STAINLESS STEEL ROD
 GC2044_STAMPING: J 400 1984
 GC2044_MARK LOGO: NGS   
 GC2044_PROJECTION: FLUSH
 GC2044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2044_ROD/PIPE-DEPTH: 6.10 meters
 GC2044
 GC2044  HISTORY     - Date     Condition        Report By
 GC2044  HISTORY     - 1984     MONUMENTED       NGS
 GC2044
 GC2044                          STATION DESCRIPTION
 GC2044
 GC2044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2044'6.4 KM (4.0 MI) NE FROM GUTHRIE.
 GC2044'0.1 KM (0.05 MI) EAST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 GC2044'GUTHRIE, THENCE 1.4 KM (0.9 MI) NORTHWEST ALONG STATE HIGHWAY 346,
 GC2044'THENCE 4.9 KM (3.05 MI) NORTHEAST ALONG U.S. HIGHWAY 79 TO A RED BRICK
 GC2044'HOUSE AND THE MARK ON THE LEFT, 23.99 METERS (78.7 FT) NORTHWEST OF
 GC2044'THE CENTERLINE OF THE HIGHWAY, 23.44 METERS (76.9 FT) EAST OF THE
 GC2044'NORTHEAST CORNER OF A ONE LEVEL RED BRICK HOUSE, 12.19 METERS
 GC2044'(40.0 FT) NORTHWEST OF THE CORNER FENCE POST OF A WIRE MESH FENCE,
 GC2044'3.35 METERS (11.0 FT) NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GC2044'DRIVEWAY TO THE HOUSE, AND 0.24 METERS (0.8 FT) SOUTHWEST OF A WIRE
 GC2044'MESH FENCE.
 GC2044'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 GC2044'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2629 ***********************************************************************
 GZ2629  DESIGNATION -  J 402
 GZ2629  PID         -  GZ2629
 GZ2629  STATE/COUNTY-  KY/PULASKI
 GZ2629  USGS QUAD   -  SOMERSET (1987)
 GZ2629
 GZ2629                         *CURRENT SURVEY CONTROL
 GZ2629  ___________________________________________________________________
 GZ2629* NAD 83(1986)-  37 05 17.     (N)    084 36 30.     (W)     SCALED    
 GZ2629* NAVD 88     -       268.823  (meters)     881.96   (feet)  ADJUSTED  
 GZ2629  ___________________________________________________________________
 GZ2629  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GZ2629  DYNAMIC HT  -         268.613 (meters)     881.27  (feet)  COMP
 GZ2629  MODELED GRAV-     979,844.7   (mgal)                       NAVD 88
 GZ2629
 GZ2629  VERT ORDER  -  FIRST     CLASS II
 GZ2629
 GZ2629.The horizontal coordinates were scaled from a topographic map and have
 GZ2629.an estimated accuracy of +/- 6 seconds.
 GZ2629
 GZ2629.The orthometric height was determined by differential leveling
 GZ2629.and adjusted by the National Geodetic Survey in June 1991..
 GZ2629
 GZ2629.The geoid height was determined by GEOID03.
 GZ2629
 GZ2629.The dynamic height is computed by dividing the NAVD 88
 GZ2629.geopotential number by the normal gravity value computed on the
 GZ2629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2629.degrees latitude (g = 980.6199 gals.).
 GZ2629
 GZ2629.The modeled gravity was interpolated from observed gravity values.
 GZ2629
 GZ2629;                    North         East    Units  Estimated Accuracy
 GZ2629;SPC KY1Z     - 1,084,380.    1,601,500.      MT  (+/- 180 meters Scaled)
 GZ2629
 GZ2629                          SUPERSEDED SURVEY CONTROL
 GZ2629
 GZ2629.No superseded survey control is available for this station.
 GZ2629
 GZ2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG125073(NAD 83)
 GZ2629_MARKER: DB = BENCH MARK DISK
 GZ2629_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2629_SP_SET: ROCK OUTCROP
 GZ2629_STAMPING: J 402 1985
 GZ2629_MARK LOGO: NGS   
 GZ2629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2629+STABILITY: POSITION/ELEVATION WELL
 GZ2629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2629+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 GZ2629
 GZ2629  HISTORY     - Date     Condition        Report By
 GZ2629  HISTORY     - 1985     MONUMENTED       NGS
 GZ2629  HISTORY     - 20050512 GOOD             KYDT
 GZ2629
 GZ2629                          STATION DESCRIPTION
 GZ2629
 GZ2629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2629'IN SOMERSET.
 GZ2629'IN SOMERSET, IN TOP OF A ROCK OUTCROP ON THE NORTH SIDE OF THE
 GZ2629'PROPERTY OF THE U.S. ARMY RESERVE CENTER, 239 SOUTH RICHARDSON DRIVE,
 GZ2629'0.2 KM (0.1 MI) NORTH OF THE JUNCTION OF SOUTH MAIN STREET, 41.30
 GZ2629'METERS (135.5 FT) EAST OF THE CENTER OF RICHARDSON DRIVE, 26.73 METERS
 GZ2629'(84.7 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING, 4.70
 GZ2629'METERS (15.3 FT) NORTHEAST OF A POWER POLE WITH AN ELECTRIC METER AND
 GZ2629'LINES RUNNING INTO THE RESERVE BUILDING.
 GZ2629'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 GZ2629'THE MARK IS 2.43 M ABOVE RICHARDSON DRIVE.
 GZ2629
 GZ2629                          STATION RECOVERY (2005)
 GZ2629
 GZ2629'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ2629'THE FORMER U.S. ARMY RESERVE CENTER BUILDING NOW OCCUPIED BY FREI
 GZ2629'PLUMBING BUSINESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2652 ***********************************************************************
 GZ2652  DESIGNATION -  J 403
 GZ2652  PID         -  GZ2652
 GZ2652  STATE/COUNTY-  KY/LINCOLN
 GZ2652  USGS QUAD   -  STANFORD (1979)
 GZ2652
 GZ2652                         *CURRENT SURVEY CONTROL
 GZ2652  ___________________________________________________________________
 GZ2652* NAD 83(1986)-  37 34 45.     (N)    084 44 57.     (W)     SCALED    
 GZ2652* NAVD 88     -       318.431  (meters)    1044.72   (feet)  ADJUSTED  
 GZ2652  ___________________________________________________________________
 GZ2652  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GZ2652  DYNAMIC HT  -         318.185 (meters)    1043.91  (feet)  COMP
 GZ2652  MODELED GRAV-     979,848.9   (mgal)                       NAVD 88
 GZ2652
 GZ2652  VERT ORDER  -  FIRST     CLASS II
 GZ2652
 GZ2652.The horizontal coordinates were scaled from a topographic map and have
 GZ2652.an estimated accuracy of +/- 6 seconds.
 GZ2652
 GZ2652.The orthometric height was determined by differential leveling
 GZ2652.and adjusted by the National Geodetic Survey in June 1991..
 GZ2652
 GZ2652.The geoid height was determined by GEOID03.
 GZ2652
 GZ2652.The dynamic height is computed by dividing the NAVD 88
 GZ2652.geopotential number by the normal gravity value computed on the
 GZ2652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2652.degrees latitude (g = 980.6199 gals.).
 GZ2652
 GZ2652.The modeled gravity was interpolated from observed gravity values.
 GZ2652
 GZ2652;                    North         East    Units  Estimated Accuracy
 GZ2652;SPC KY1Z     - 1,138,740.    1,588,400.      MT  (+/- 180 meters Scaled)
 GZ2652
 GZ2652                          SUPERSEDED SURVEY CONTROL
 GZ2652
 GZ2652.No superseded survey control is available for this station.
 GZ2652
 GZ2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG987615(NAD 83)
 GZ2652_MARKER: I = METAL ROD
 GZ2652_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GZ2652+WITH SETTING: INFORMATION.
 GZ2652_SP_SET: STAINLESS STEEL ROD
 GZ2652_STAMPING: J 403 1985
 GZ2652_MARK LOGO: NGS   
 GZ2652_PROJECTION: FLUSH
 GZ2652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2652_ROD/PIPE-DEPTH: 2.13 meters
 GZ2652
 GZ2652  HISTORY     - Date     Condition        Report By
 GZ2652  HISTORY     - 1985     MONUMENTED       NGS
 GZ2652
 GZ2652                          STATION DESCRIPTION
 GZ2652
 GZ2652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2652'2.8 KM (1.75 MI) ENE FROM SHELBY CITY.
 GZ2652'2.8 KM (1.75 MI) EAST-NORTHEAST ALONG STATE HIGHWAY 1273 FROM THE
 GZ2652'JUNCTION OF U.S. HIGHWAY 127 IN SHELBY CITY TO THE MARK ON THE LEFT,
 GZ2652'IN A CHAIN LINK FENCELINE ON THE SOUTHWEST SIDE OF THE ENTRANCE ROAD
 GZ2652'OF THE TEXAS EASTERN TRANSMISSION CORP. IT IS 9.0 METERS (29.5 FT)
 GZ2652'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 1273, 13.77 METERS
 GZ2652'(45.2 FT) SOUTH OF THE SOUTHWEST ENTRANCE GATE POST OF THE
 GZ2652'CORPORATION, 13.71 METERS (45.0 FT) SOUTHWEST OF GRAVEL ENTRANCE ROAD
 GZ2652'OF THE CORPORATION AND 0.36 METER (1.2 FT) SOUTHEAST OF THE CHAIN LINK
 GZ2652'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GZ2652'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 GZ2652'THE MARK IS 0.48 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1256 ***********************************************************************
 HA1256  DESIGNATION -  J 405
 HA1256  PID         -  HA1256
 HA1256  STATE/COUNTY-  KY/CRITTENDEN
 HA1256  USGS QUAD   -  BLACKFORD (1954)
 HA1256
 HA1256                         *CURRENT SURVEY CONTROL
 HA1256  ___________________________________________________________________
 HA1256* NAD 83(1986)-  37 28 05.     (N)    087 57 03.     (W)     SCALED    
 HA1256* NAVD 88     -       114.611  (meters)     376.02   (feet)  ADJUSTED  
 HA1256  ___________________________________________________________________
 HA1256  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 HA1256  DYNAMIC HT  -         114.528 (meters)     375.75  (feet)  COMP
 HA1256  MODELED GRAV-     979,904.8   (mgal)                       NAVD 88
 HA1256
 HA1256  VERT ORDER  -  FIRST     CLASS II
 HA1256
 HA1256.The horizontal coordinates were scaled from a topographic map and have
 HA1256.an estimated accuracy of +/- 6 seconds.
 HA1256
 HA1256.The orthometric height was determined by differential leveling
 HA1256.and adjusted by the National Geodetic Survey in June 1991..
 HA1256
 HA1256.The geoid height was determined by GEOID03.
 HA1256
 HA1256.The dynamic height is computed by dividing the NAVD 88
 HA1256.geopotential number by the normal gravity value computed on the
 HA1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1256.degrees latitude (g = 980.6199 gals.).
 HA1256
 HA1256.The modeled gravity was interpolated from observed gravity values.
 HA1256
 HA1256;                    North         East    Units  Estimated Accuracy
 HA1256;SPC KY1Z     - 1,128,230.    1,305,340.      MT  (+/- 180 meters Scaled)
 HA1256
 HA1256                          SUPERSEDED SURVEY CONTROL
 HA1256
 HA1256.No superseded survey control is available for this station.
 HA1256
 HA1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG159472(NAD 83)
 HA1256_MARKER: I = METAL ROD
 HA1256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1256_SP_SET: STAINLESS STEEL ROD
 HA1256_STAMPING: J 405 1986
 HA1256_MARK LOGO: NGS   
 HA1256_PROJECTION: FLUSH
 HA1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1256_ROD/PIPE-DEPTH: 3.7  meters
 HA1256
 HA1256  HISTORY     - Date     Condition        Report By
 HA1256  HISTORY     - 1986     MONUMENTED       NGS
 HA1256
 HA1256                          STATION DESCRIPTION
 HA1256
 HA1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1256'10.4 KM (6.45 MI) SE FROM STURGIS.
 HA1256'10.4 KM (6.45 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 60 FROM ITS
 HA1256'JUNCTION WITH STATE HIGHWAY 109 IN STURGIS, 61.3 M (201.1 FT) SOUTH OF
 HA1256'THE CENTER OF TRADEWATER BOTTOM ROAD, 11.3 M (37.1 FT) EAST OF THE
 HA1256'CENTERLINE OF THE HIGHWAY, AND 2.9 M (9.5 FT) SOUTH OF A FENCE CORNER.
 HA1256'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1256'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HA1256'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1283 ***********************************************************************
 HA1283  DESIGNATION -  J 406
 HA1283  PID         -  HA1283
 HA1283  STATE/COUNTY-  KY/HENDERSON
 HA1283  USGS QUAD   -  WILSON (1993)
 HA1283
 HA1283                         *CURRENT SURVEY CONTROL
 HA1283  ___________________________________________________________________
 HA1283* NAD 83(1986)-  37 46 21.     (N)    087 41 36.     (W)     SCALED    
 HA1283* NAVD 88     -       144.713  (meters)     474.78   (feet)  ADJUSTED  
 HA1283  ___________________________________________________________________
 HA1283  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HA1283  DYNAMIC HT  -         144.613 (meters)     474.45  (feet)  COMP
 HA1283  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 HA1283
 HA1283  VERT ORDER  -  FIRST     CLASS II
 HA1283
 HA1283.The horizontal coordinates were scaled from a topographic map and have
 HA1283.an estimated accuracy of +/- 6 seconds.
 HA1283
 HA1283.The orthometric height was determined by differential leveling
 HA1283.and adjusted by the National Geodetic Survey in June 1991..
 HA1283
 HA1283.The geoid height was determined by GEOID03.
 HA1283
 HA1283.The dynamic height is computed by dividing the NAVD 88
 HA1283.geopotential number by the normal gravity value computed on the
 HA1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1283.degrees latitude (g = 980.6199 gals.).
 HA1283
 HA1283.The modeled gravity was interpolated from observed gravity values.
 HA1283
 HA1283;                    North         East    Units  Estimated Accuracy
 HA1283;SPC KY1Z     - 1,161,510.    1,328,820.      MT  (+/- 180 meters Scaled)
 HA1283
 HA1283                          SUPERSEDED SURVEY CONTROL
 HA1283
 HA1283.No superseded survey control is available for this station.
 HA1283
 HA1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG389808(NAD 83)
 HA1283_MARKER: I = METAL ROD
 HA1283_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1283_SP_SET: STAINLESS STEEL ROD
 HA1283_STAMPING: J 406 1986
 HA1283_MARK LOGO: NGS   
 HA1283_PROJECTION: FLUSH
 HA1283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1283+STABILITY: POSITION/ELEVATION WELL
 HA1283_ROD/PIPE-DEPTH: 7.9  meters
 HA1283
 HA1283  HISTORY     - Date     Condition        Report By
 HA1283  HISTORY     - 1986     MONUMENTED       NGS
 HA1283
 HA1283                          STATION DESCRIPTION
 HA1283
 HA1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1283'14.6 KM (9.1 MI) SW FROM HENDERSON.
 HA1283'14.6 KM (9.05 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 60 FROM ITS
 HA1283'JUNCTION WITH U.S. HIGHWAY 41 IN HENDERSON, 97.1 M (318.6 FT)
 HA1283'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.0 M (36.1 FT) NORTHWEST
 HA1283'OF THE EXTENDED CENTER OF A DRIVEWAY LEADING NORTH TO A HOUSE, 6.5 M
 HA1283'(21.3 FT) SOUTHWEST OF THE CENTER OF CORYDON-GENEVA ROAD, 3.0 M
 HA1283'(98.FT) NORTHWEST OF THE SOUTHEAST END OF A FENCE LINE, AND 1.0 M (3.3
 HA1283'FT) NORTHWEST OF A UTILITY POLE AND PEDESTAL NUMBER 1.  NOTE--ACCESS
 HA1283'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1283'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 HA1283'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1251 ***********************************************************************
 HA1251  DESIGNATION -  J 407
 HA1251  PID         -  HA1251
 HA1251  STATE/COUNTY-  KY/CALDWELL
 HA1251  USGS QUAD   -  CRIDER (1967)
 HA1251
 HA1251                         *CURRENT SURVEY CONTROL
 HA1251  ___________________________________________________________________
 HA1251* NAD 83(1986)-  37 09 03.     (N)    087 57 28.     (W)     SCALED    
 HA1251* NAVD 88     -       147.253  (meters)     483.11   (feet)  ADJUSTED  
 HA1251  ___________________________________________________________________
 HA1251  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 HA1251  DYNAMIC HT  -         147.142 (meters)     482.75  (feet)  COMP
 HA1251  MODELED GRAV-     979,878.0   (mgal)                       NAVD 88
 HA1251
 HA1251  VERT ORDER  -  FIRST     CLASS II
 HA1251
 HA1251.The horizontal coordinates were scaled from a topographic map and have
 HA1251.an estimated accuracy of +/- 6 seconds.
 HA1251
 HA1251.The orthometric height was determined by differential leveling
 HA1251.and adjusted by the National Geodetic Survey in June 1991..
 HA1251
 HA1251.The geoid height was determined by GEOID03.
 HA1251
 HA1251.The dynamic height is computed by dividing the NAVD 88
 HA1251.geopotential number by the normal gravity value computed on the
 HA1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1251.degrees latitude (g = 980.6199 gals.).
 HA1251
 HA1251.The modeled gravity was interpolated from observed gravity values.
 HA1251
 HA1251;                    North         East    Units  Estimated Accuracy
 HA1251;SPC KY1Z     - 1,093,050.    1,303,890.      MT  (+/- 180 meters Scaled)
 HA1251
 HA1251                          SUPERSEDED SURVEY CONTROL
 HA1251
 HA1251.No superseded survey control is available for this station.
 HA1251
 HA1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG149120(NAD 83)
 HA1251_MARKER: I = METAL ROD
 HA1251_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1251_SP_SET: STAINLESS STEEL ROD
 HA1251_STAMPING: J 407 1986
 HA1251_MARK LOGO: NGS   
 HA1251_PROJECTION: FLUSH
 HA1251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1251+STABILITY: POSITION/ELEVATION WELL
 HA1251_ROD/PIPE-DEPTH: 4.6  meters
 HA1251
 HA1251  HISTORY     - Date     Condition        Report By
 HA1251  HISTORY     - 1986     MONUMENTED       NGS
 HA1251
 HA1251                          STATION DESCRIPTION
 HA1251
 HA1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1251'7.3 KM (4.55 MI) NW FROM PRINCETON.
 HA1251'7.3 KM (4.55 MI) NORTHWESTERLY ALONG STATE HIGHWAY 91 FROM ITS
 HA1251'JUNCTION WITH THE WESTERN KENTUCKY PARKWAY IN PRINCETON, 9.6 M (31.5
 HA1251'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.5 M (11.5 FT) EAST OF
 HA1251'THE CENTER OF A DRIVEWAY, AND 0.7 M (2.3 FT) EAST OF A FENCE CORNER.
 HA1251'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1251'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 HA1251'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3702 ***********************************************************************
 JZ3702  DESIGNATION -  J 408 RESET
 JZ3702  PID         -  JZ3702
 JZ3702  STATE/COUNTY-  KY/KENTON
 JZ3702  USGS QUAD   -  COVINGTON (1987)
 JZ3702
 JZ3702                         *CURRENT SURVEY CONTROL
 JZ3702  ___________________________________________________________________
 JZ3702* NAD 83(1986)-  39 03 41.     (N)    084 34 04.     (W)     SCALED    
 JZ3702* NAVD 88     -       186.42   (meters)     611.6    (feet)  RESET     
 JZ3702  ___________________________________________________________________
 JZ3702  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3702
 JZ3702  VERT ORDER  -  THIRD
 JZ3702
 JZ3702.The horizontal coordinates were scaled from a topographic map and have
 JZ3702.an estimated accuracy of +/- 6 seconds.
 JZ3702
 JZ3702.The orthometric height was computed from unverified reset data.
 JZ3702.No vertical observational check was made to the station.
 JZ3702
 JZ3702.The geoid height was determined by GEOID03.
 JZ3702
 JZ3702;                    North         East    Units  Estimated Accuracy
 JZ3702;SPC KY1Z     - 1,303,440.    1,602,330.      MT  (+/- 180 meters Scaled)
 JZ3702
 JZ3702                          SUPERSEDED SURVEY CONTROL
 JZ3702
 JZ3702.No superseded survey control is available for this station.
 JZ3702
 JZ3702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ104264(NAD 83)
 JZ3702_MARKER: DV = VERTICAL CONTROL DISK
 JZ3702_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ3702_SP_SET: BRIDGE ABUTMENT
 JZ3702_STAMPING: J 408 RESET 1992
 JZ3702_MARK LOGO: NGS   
 JZ3702_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3702
 JZ3702  HISTORY     - Date     Condition        Report By
 JZ3702  HISTORY     - 1992     MONUMENTED       KYDT
 JZ3702
 JZ3702                          STATION DESCRIPTION
 JZ3702
 JZ3702'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1992
 JZ3702'IN BROMLEY, BEGINNING AT THE INTERSECTION OF INTERSTATE 75 AND KY 371
 JZ3702'(BUTTERMILK PIKE), TRAVEL NORTH NORTHWEST 0.35 MILE (0.56 KM) AND
 JZ3702'TURN NORTHEAST ONTO THE BROMLEY CRESENT SPRINGS ROAD, TRAVEL 1.05
 JZ3702'MILES (1.69 KM) ON THE BROMLEY CRESENT SPRINGS ROAD TO A BRIDGE OVER
 JZ3702'A SMALL CREEK.  THE DISK IS LOCATED IN THE SOUTH BRIDGE ABUTMENT AND
 JZ3702'WEST OF THE ROADWAY, 4.7 FEET (1.4 M) WEST OF THE WEST GUTTER LINE
 JZ3702'(CONCRETE CURB) AND 0.5 FEET (15.2 CM) SOUTH OF THE NORTH FACE OF THE
 JZ3702'SOUTH ABUTMENT, 2.1 FEET (0.6 M) BELOW THE TOP OF THE CONCRETE CURB
 JZ3702'ON THE WEST SIDE OF THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1987 ***********************************************************************
 HZ1987  DESIGNATION -  J 409
 HZ1987  PID         -  HZ1987
 HZ1987  STATE/COUNTY-  KY/FAYETTE
 HZ1987  USGS QUAD   -  GEORGETOWN (1993)
 HZ1987
 HZ1987                         *CURRENT SURVEY CONTROL
 HZ1987  ___________________________________________________________________
 HZ1987* NAD 83(1986)-  38 09 07.     (N)    084 32 30.     (W)     SCALED    
 HZ1987* NAVD 88     -       260.457  (meters)     854.52   (feet)  ADJUSTED  
 HZ1987  ___________________________________________________________________
 HZ1987  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HZ1987  DYNAMIC HT  -         260.268 (meters)     853.90  (feet)  COMP
 HZ1987  MODELED GRAV-     979,894.2   (mgal)                       NAVD 88
 HZ1987
 HZ1987  VERT ORDER  -  FIRST     CLASS II
 HZ1987
 HZ1987.The horizontal coordinates were scaled from a topographic map and have
 HZ1987.an estimated accuracy of +/- 6 seconds.
 HZ1987
 HZ1987.The orthometric height was determined by differential leveling
 HZ1987.and adjusted by the National Geodetic Survey in June 1991..
 HZ1987
 HZ1987.The geoid height was determined by GEOID03.
 HZ1987
 HZ1987.The dynamic height is computed by dividing the NAVD 88
 HZ1987.geopotential number by the normal gravity value computed on the
 HZ1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1987.degrees latitude (g = 980.6199 gals.).
 HZ1987
 HZ1987.The modeled gravity was interpolated from observed gravity values.
 HZ1987
 HZ1987;                    North         East    Units  Estimated Accuracy
 HZ1987;SPC KY1Z     - 1,202,520.    1,605,900.      MT  (+/- 180 meters Scaled)
 HZ1987
 HZ1987                          SUPERSEDED SURVEY CONTROL
 HZ1987
 HZ1987.No superseded survey control is available for this station.
 HZ1987
 HZ1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH154255(NAD 83)
 HZ1987_MARKER: DB = BENCH MARK DISK
 HZ1987_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1987_SP_SET: HEADWALL OF A LARGE BOX CULVER
 HZ1987_STAMPING: J 409 1986
 HZ1987_MARK LOGO: NGS   
 HZ1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1987+STABILITY: SURFACE MOTION
 HZ1987
 HZ1987  HISTORY     - Date     Condition        Report By
 HZ1987  HISTORY     - 1986     MONUMENTED       NGS
 HZ1987
 HZ1987                          STATION DESCRIPTION
 HZ1987
 HZ1987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ1987'7.5 KM (4.65 MI) SOUTH FROM GEORGETOWN.
 HZ1987'7.2 KM (4.5 MI) SOUTH ALONG U.S. HIGHWAY 25 FROM THE COURTHOUSE IN
 HZ1987'GEORGETOWN, THENCE 0.24 KM (0.15 MI) EAST ALONG STATE HIGHWAY 1973 TO
 HZ1987'THE MARK ON THE RIGHT, 16.1 METERS (53.0 FT) SOUTH OF THE CENTERLINE
 HZ1987'OF THE EASTBOUND LANE OF THE HIGHWAY.
 HZ1987'THE MARK IS 1.8 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2677 ***********************************************************************
 GZ2677  DESIGNATION -  J 410
 GZ2677  PID         -  GZ2677
 GZ2677  STATE/COUNTY-  KY/JESSAMINE
 GZ2677  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ2677
 GZ2677                         *CURRENT SURVEY CONTROL
 GZ2677  ___________________________________________________________________
 GZ2677* NAD 83(1986)-  37 54 02.     (N)    084 33 51.     (W)     SCALED    
 GZ2677* NAVD 88     -       304.194  (meters)     998.01   (feet)  ADJUSTED  
 GZ2677  ___________________________________________________________________
 GZ2677  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GZ2677  DYNAMIC HT  -         303.965 (meters)     997.26  (feet)  COMP
 GZ2677  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 GZ2677
 GZ2677  VERT ORDER  -  FIRST     CLASS II
 GZ2677
 GZ2677.The horizontal coordinates were scaled from a topographic map and have
 GZ2677.an estimated accuracy of +/- 6 seconds.
 GZ2677
 GZ2677.The orthometric height was determined by differential leveling
 GZ2677.and adjusted by the National Geodetic Survey in June 1991..
 GZ2677
 GZ2677.The geoid height was determined by GEOID03.
 GZ2677
 GZ2677.The dynamic height is computed by dividing the NAVD 88
 GZ2677.geopotential number by the normal gravity value computed on the
 GZ2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2677.degrees latitude (g = 980.6199 gals.).
 GZ2677
 GZ2677.The modeled gravity was interpolated from observed gravity values.
 GZ2677
 GZ2677;                    North         East    Units  Estimated Accuracy
 GZ2677;SPC KY1Z     - 1,174,600.    1,604,280.      MT  (+/- 180 meters Scaled)
 GZ2677
 GZ2677                          SUPERSEDED SURVEY CONTROL
 GZ2677
 GZ2677.No superseded survey control is available for this station.
 GZ2677
 GZ2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG141975(NAD 83)
 GZ2677_MARKER: I = METAL ROD
 GZ2677_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GZ2677+WITH SETTING: INFORMATION.
 GZ2677_SP_SET: STAINLESS STEEL ROD
 GZ2677_STAMPING: J 410 1985
 GZ2677_MARK LOGO: NGS   
 GZ2677_PROJECTION: FLUSH
 GZ2677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2677_ROD/PIPE-DEPTH: 2.1  meters
 GZ2677
 GZ2677  HISTORY     - Date     Condition        Report By
 GZ2677  HISTORY     - 1985     MONUMENTED       NGS
 GZ2677
 GZ2677                          STATION DESCRIPTION
 GZ2677
 GZ2677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2677'2.3 KM (1.4 MI) NE FROM NICHOLASVILLE.
 GZ2677'2.3 KM (1.45 MI) NORTHEAST ALONG U.S. HIGHWAY 27 FROM THE COUNTY
 GZ2677'COURTHOUSE IN NICHOLASVILLE TO THE MARK ON THE RIGHT, AT THE NORTH
 GZ2677'CORNER OF NORTHEAST STONE BLOCK ENTRANCE GATE OF A STONE BLOCK HOUSE,
 GZ2677'14.29 METERS (49.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GZ2677'9.29 METERS (30.5 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE DRIVE OF
 GZ2677'B AND S EQUIPMENT COMPANY, 10.05 METERS (33.0 FT) WEST-SOUTHWEST OF A
 GZ2677'FIRE HYDRANT, 7.52 METERS (24.7 FT) NORTHEAST OF THE CENTER OF THE
 GZ2677'DRIVE TO THE HOUSE, 2.01 METERS (6.6 FT) SOUTH OF THE SOUTHEAST METAL
 GZ2677'PIPE LEG FOR A COMMUNITY MAIL BOXES WITH 16 BOXES.  NOTE--STAINLESS
 GZ2677'STEEL ROD ANCHORED IN ROCK.  NOTE--ACCESS TO DATUM POINT IS HAD
 GZ2677'THROUGH A 5-INCH LOGO CAP.
 GZ2677'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0088 ***********************************************************************
 GZ0088  DESIGNATION -  J 42
 GZ0088  PID         -  GZ0088
 GZ0088  STATE/COUNTY-  KY/MADISON
 GZ0088  USGS QUAD   -  BIGHILL (1979)
 GZ0088
 GZ0088                         *CURRENT SURVEY CONTROL
 GZ0088  ___________________________________________________________________
 GZ0088* NAD 83(1986)-  37 33 18.     (N)    084 12 31.     (W)     SCALED    
 GZ0088* NAVD 88     -       247.561  (meters)     812.21   (feet)  ADJUSTED  
 GZ0088  ___________________________________________________________________
 GZ0088  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GZ0088  DYNAMIC HT  -         247.374 (meters)     811.59  (feet)  COMP
 GZ0088  MODELED GRAV-     979,868.7   (mgal)                       NAVD 88
 GZ0088
 GZ0088  VERT ORDER  -  SECOND    CLASS 0
 GZ0088
 GZ0088.The horizontal coordinates were scaled from a topographic map and have
 GZ0088.an estimated accuracy of +/- 6 seconds.
 GZ0088
 GZ0088.The orthometric height was determined by differential leveling
 GZ0088.and adjusted by the National Geodetic Survey in June 1991..
 GZ0088
 GZ0088.The geoid height was determined by GEOID03.
 GZ0088
 GZ0088.The dynamic height is computed by dividing the NAVD 88
 GZ0088.geopotential number by the normal gravity value computed on the
 GZ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0088.degrees latitude (g = 980.6199 gals.).
 GZ0088
 GZ0088.The modeled gravity was interpolated from observed gravity values.
 GZ0088
 GZ0088;                    North         East    Units  Estimated Accuracy
 GZ0088;SPC KY1Z     - 1,136,710.    1,636,180.      MT  (+/- 180 meters Scaled)
 GZ0088
 GZ0088                          SUPERSEDED SURVEY CONTROL
 GZ0088
 GZ0088  NGVD 29 (??/??/92)  247.714  (m)          812.71   (f) ADJ UNCH    2 0
 GZ0088
 GZ0088.Superseded values are not recommended for survey control.
 GZ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0088.See file dsdata.txt to determine how the superseded data were derived.
 GZ0088
 GZ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG465601(NAD 83)
 GZ0088_MARKER: DB = BENCH MARK DISK
 GZ0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0088_SP_SET: FOOTING
 GZ0088_STAMPING: J 42 1935 812.708
 GZ0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0088
 GZ0088  HISTORY     - Date     Condition        Report By
 GZ0088  HISTORY     - 1935     MONUMENTED       CGS
 GZ0088  HISTORY     - 1950     GOOD             NGS
 GZ0088  HISTORY     - 1957     GOOD             NGS
 GZ0088
 GZ0088                          STATION DESCRIPTION
 GZ0088
 GZ0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0088'AT BIGHILL.
 GZ0088'AT BIGHILL, ABOUT 32 YARDS NORTH ALONG U.S. HIGHWAY 421 FROM ITS
 GZ0088'JUNCTION WITH STATE HIGHWAY 21, SET IN THE TOP OF THE SOUTH END
 GZ0088'OF THE EAST CONCRETE RAIL FOOTING OF A 20-FOOT CONCRETE BRIDGE
 GZ0088'OVER COW BELL CREEK, 2 1/2 FEET NORTH OF THE SOUTH END OF THE
 GZ0088'RAIL, 10 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.3 FOOT
 GZ0088'WEST OF CONCRETE BANISTER AND ABOUT 0.2 FOOT ABOVE BRIDGE FLOOR.
 GZ0088
 GZ0088                          STATION RECOVERY (1957)
 GZ0088
 GZ0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1321 ***********************************************************************
 GB1321  DESIGNATION -  J 43
 GB1321  PID         -  GB1321
 GB1321  STATE/COUNTY-  KY/CLINTON
 GB1321  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1321
 GB1321                         *CURRENT SURVEY CONTROL
 GB1321  ___________________________________________________________________
 GB1321* NAD 83(1986)-  36 45 21.     (N)    085 12 00.     (W)     SCALED    
 GB1321* NAVD 88     -       300.635  (meters)     986.33   (feet)  ADJUSTED  
 GB1321  ___________________________________________________________________
 GB1321  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GB1321  DYNAMIC HT  -         300.380 (meters)     985.50  (feet)  COMP
 GB1321  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 GB1321
 GB1321  VERT ORDER  -  SECOND    CLASS 0
 GB1321
 GB1321.The horizontal coordinates were scaled from a topographic map and have
 GB1321.an estimated accuracy of +/- 6 seconds.
 GB1321
 GB1321.The orthometric height was determined by differential leveling
 GB1321.and adjusted by the National Geodetic Survey in June 1991..
 GB1321
 GB1321.The geoid height was determined by GEOID03.
 GB1321
 GB1321.The dynamic height is computed by dividing the NAVD 88
 GB1321.geopotential number by the normal gravity value computed on the
 GB1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1321.degrees latitude (g = 980.6199 gals.).
 GB1321
 GB1321.The modeled gravity was interpolated from observed gravity values.
 GB1321
 GB1321;                    North         East    Units  Estimated Accuracy
 GB1321;SPC KY1Z     - 1,047,040.    1,549,120.      MT  (+/- 180 meters Scaled)
 GB1321
 GB1321                          SUPERSEDED SURVEY CONTROL
 GB1321
 GB1321  NGVD 29 (??/??/92)  300.766  (m)          986.76   (f) ADJ UNCH    2 0
 GB1321
 GB1321.Superseded values are not recommended for survey control.
 GB1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1321.See file dsdata.txt to determine how the superseded data were derived.
 GB1321
 GB1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF606692(NAD 83)
 GB1321_MARKER: DB = BENCH MARK DISK
 GB1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1321_STAMPING: J 43 1935 986.763
 GB1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1321+STABILITY: SURFACE MOTION
 GB1321
 GB1321  HISTORY     - Date     Condition        Report By
 GB1321  HISTORY     - 1935     MONUMENTED       CGS
 GB1321  HISTORY     - 1951     GOOD             NGS
 GB1321  HISTORY     - 1958     POOR             NGS
 GB1321
 GB1321                          STATION DESCRIPTION
 GB1321
 GB1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1321'6.2 MI N FROM ALBANY.
 GB1321'ABOUT 6.2 MILES NORTH ALONG STATE HIGHWAY 90 FROM THE COURT
 GB1321'HOUSE AT ALBANY, ABOUT 0.45 MILE SOUTH OF JUNCTION OF STATE
 GB1321'HIGHWAYS 90, 90S AND 55, ABOUT 0.15 MILE NORTH OF A BRICK HOUSE,
 GB1321'ABOUT 0.1 MILE SOUTH OF A WHITE FRAME HOUSE, 31 FEET EAST OF
 GB1321'CENTER LINE OF HIGHWAY, 4 FEET NORTHEAST OF A POWER LINE GUY
 GB1321'POLE, 2 FEET WEST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE
 GB1321'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW HIGHWAY AND SET IN THE
 GB1321'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GB1321
 GB1321                          STATION RECOVERY (1958)
 GB1321
 GB1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1321'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1008 ***********************************************************************
 GB1008  DESIGNATION -  J 44
 GB1008  PID         -  GB1008
 GB1008  STATE/COUNTY-  KY/WAYNE
 GB1008  USGS QUAD   -  MILL SPRINGS (1978)
 GB1008
 GB1008                         *CURRENT SURVEY CONTROL
 GB1008  ___________________________________________________________________
 GB1008* NAD 83(1986)-  36 54 44.     (N)    084 46 45.     (W)     SCALED    
 GB1008* NAVD 88     -       272.448  (meters)     893.86   (feet)  ADJUSTED  
 GB1008  ___________________________________________________________________
 GB1008  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB1008  DYNAMIC HT  -         272.228 (meters)     893.13  (feet)  COMP
 GB1008  MODELED GRAV-     979,819.0   (mgal)                       NAVD 88
 GB1008
 GB1008  VERT ORDER  -  SECOND    CLASS 0
 GB1008
 GB1008.The horizontal coordinates were scaled from a topographic map and have
 GB1008.an estimated accuracy of +/- 6 seconds.
 GB1008
 GB1008.The orthometric height was determined by differential leveling
 GB1008.and adjusted by the National Geodetic Survey in June 1991..
 GB1008
 GB1008.The geoid height was determined by GEOID03.
 GB1008
 GB1008.The dynamic height is computed by dividing the NAVD 88
 GB1008.geopotential number by the normal gravity value computed on the
 GB1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1008.degrees latitude (g = 980.6199 gals.).
 GB1008
 GB1008.The modeled gravity was interpolated from observed gravity values.
 GB1008
 GB1008;                    North         East    Units  Estimated Accuracy
 GB1008;SPC KY1Z     - 1,064,700.    1,586,520.      MT  (+/- 180 meters Scaled)
 GB1008
 GB1008                          SUPERSEDED SURVEY CONTROL
 GB1008
 GB1008  NGVD 29 (??/??/92)  272.598  (m)          894.35   (f) ADJ UNCH    2 0
 GB1008
 GB1008.Superseded values are not recommended for survey control.
 GB1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1008.See file dsdata.txt to determine how the superseded data were derived.
 GB1008
 GB1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF978874(NAD 83)
 GB1008_MARKER: DB = BENCH MARK DISK
 GB1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1008_STAMPING: J 44 1935 894.349
 GB1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1008+STABILITY: SURFACE MOTION
 GB1008
 GB1008  HISTORY     - Date     Condition        Report By
 GB1008  HISTORY     - 1935     MONUMENTED       CGS
 GB1008  HISTORY     - 1951     GOOD             NGS
 GB1008  HISTORY     - 1957     GOOD             NGS
 GB1008
 GB1008                          STATION DESCRIPTION
 GB1008
 GB1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1008'1.2 MI S FROM MILL SPRINGS.
 GB1008'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 90 FROM THE SCHOOL AT
 GB1008'MILL SPRINGS, AT AN OFFSET IN THE R/W FENCE LINE, AT A POINT
 GB1008'WHERE POWER LINE ANGLES NORTHWEST AWAY FROM HIGHWAY, ABOUT
 GB1008'50 YARDS NORTH OF THE CENTER OF A CURVE IN HIGHWAY WITH TANGENTS
 GB1008'EXTENDING NORTH AND SOUTHEAST, 40 FEET WEST OF THE CENTER LINE
 GB1008'OF HIGHWAY, 26 FEET NORTHWEST OF A TELEPHONE POLE, 22 FEET
 GB1008'SOUTHEAST OF A POWER POLE, 26 FEET SOUTHWEST OF A FENCE CORNER,
 GB1008'15 FEET SOUTH OF A FENCE CORNER, 3 FEET EAST OF A FENCE LINE,
 GB1008'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET
 GB1008'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB1008'4 INCHES.  NOTE-- THIS MARK IS 2.75 MILES NE OF THE BAPTIST
 GB1008'CHURCH AT STEUBENVILLE.
 GB1008
 GB1008                          STATION RECOVERY (1957)
 GB1008
 GB1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0021 ***********************************************************************
 GZ0021  DESIGNATION -  J 46
 GZ0021  PID         -  GZ0021
 GZ0021  STATE/COUNTY-  KY/ESTILL
 GZ0021  USGS QUAD   -  PANOLA (1976)
 GZ0021
 GZ0021                         *CURRENT SURVEY CONTROL
 GZ0021  ___________________________________________________________________
 GZ0021* NAD 83(1986)-  37 42 07.     (N)    084 04 26.     (W)     SCALED    
 GZ0021* NAVD 88     -       266.720  (meters)     875.06   (feet)  ADJUSTED  
 GZ0021  ___________________________________________________________________
 GZ0021  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GZ0021  DYNAMIC HT  -         266.519 (meters)     874.40  (feet)  COMP
 GZ0021  MODELED GRAV-     979,867.8   (mgal)                       NAVD 88
 GZ0021
 GZ0021  VERT ORDER  -  SECOND    CLASS 0
 GZ0021
 GZ0021.The horizontal coordinates were scaled from a topographic map and have
 GZ0021.an estimated accuracy of +/- 6 seconds.
 GZ0021
 GZ0021.The orthometric height was determined by differential leveling
 GZ0021.and adjusted by the National Geodetic Survey in June 1991..
 GZ0021
 GZ0021.The geoid height was determined by GEOID03.
 GZ0021
 GZ0021.The dynamic height is computed by dividing the NAVD 88
 GZ0021.geopotential number by the normal gravity value computed on the
 GZ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0021.degrees latitude (g = 980.6199 gals.).
 GZ0021
 GZ0021.The modeled gravity was interpolated from observed gravity values.
 GZ0021
 GZ0021;                    North         East    Units  Estimated Accuracy
 GZ0021;SPC KY1Z     - 1,153,220.    1,647,790.      MT  (+/- 180 meters Scaled)
 GZ0021
 GZ0021                          SUPERSEDED SURVEY CONTROL
 GZ0021
 GZ0021  NGVD 29 (??/??/92)  266.874  (m)          875.57   (f) ADJ UNCH    2 0
 GZ0021
 GZ0021.Superseded values are not recommended for survey control.
 GZ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0021.See file dsdata.txt to determine how the superseded data were derived.
 GZ0021
 GZ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG579767(NAD 83)
 GZ0021_MARKER: DB = BENCH MARK DISK
 GZ0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0021_STAMPING: J 46 1935 875.569
 GZ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0021+STABILITY: SURFACE MOTION
 GZ0021
 GZ0021  HISTORY     - Date     Condition        Report By
 GZ0021  HISTORY     - 1935     MONUMENTED       CGS
 GZ0021  HISTORY     - 1958     GOOD             NGS
 GZ0021
 GZ0021                          STATION DESCRIPTION
 GZ0021
 GZ0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0021'4 MI E FROM BYBEE.
 GZ0021'4.0 MILES EAST ALONG STATE HIGHWAY 52 FROM THE POST OFFICE AT
 GZ0021'BYBEE, 6.65 MILES WEST OF IRVINE, 0.1 MILE EAST OF THE POST OFFICE
 GZ0021'WINSTON, AT A DRIVEWAY SOUTH TO A FARM HOUSE, 28.5 FEET EAST
 GZ0021'OF THE CENTER OF DRIVEWAY, 21.5 FEET SOUTH OF THE CENTER LINE
 GZ0021'OF HIGHWAY, 19.5 FEET EAST OF A FENCE CORNER, 12.9 FEET WEST OF
 GZ0021'THE NORTHWEST CORNER OF A SMALL ABANDONED BUILDING, AND ABOUT
 GZ0021'LEVEL WITH HIGHWAY.  STANDARD DISK IN CONCRETE POST, PROJECTING
 GZ0021'10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0745 ***********************************************************************
 GZ0745  DESIGNATION -  J 47
 GZ0745  PID         -  GZ0745
 GZ0745  STATE/COUNTY-  KY/LINCOLN
 GZ0745  USGS QUAD   -  CRAB ORCHARD (1952)
 GZ0745
 GZ0745                         *CURRENT SURVEY CONTROL
 GZ0745  ___________________________________________________________________
 GZ0745* NAD 83(1986)-  37 28 08.     (N)    084 32 55.     (W)     SCALED    
 GZ0745* NAVD 88     -       283.861  (meters)     931.30   (feet)  ADJUSTED  
 GZ0745  ___________________________________________________________________
 GZ0745  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 GZ0745  DYNAMIC HT  -         283.644 (meters)     930.59  (feet)  COMP
 GZ0745  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 GZ0745
 GZ0745  VERT ORDER  -  SECOND    CLASS 0
 GZ0745
 GZ0745.The horizontal coordinates were scaled from a topographic map and have
 GZ0745.an estimated accuracy of +/- 6 seconds.
 GZ0745
 GZ0745.The orthometric height was determined by differential leveling
 GZ0745.and adjusted by the National Geodetic Survey in June 1991..
 GZ0745
 GZ0745.The geoid height was determined by GEOID03.
 GZ0745
 GZ0745.The dynamic height is computed by dividing the NAVD 88
 GZ0745.geopotential number by the normal gravity value computed on the
 GZ0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0745.degrees latitude (g = 980.6199 gals.).
 GZ0745
 GZ0745.The modeled gravity was interpolated from observed gravity values.
 GZ0745
 GZ0745;                    North         East    Units  Estimated Accuracy
 GZ0745;SPC KY1Z     - 1,126,710.    1,606,270.      MT  (+/- 180 meters Scaled)
 GZ0745
 GZ0745                          SUPERSEDED SURVEY CONTROL
 GZ0745
 GZ0745  NGVD 29 (??/??/92)  284.012  (m)          931.80   (f) ADJ UNCH    2 0
 GZ0745
 GZ0745.Superseded values are not recommended for survey control.
 GZ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0745.See file dsdata.txt to determine how the superseded data were derived.
 GZ0745
 GZ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG167497(NAD 83)
 GZ0745_MARKER: DB = BENCH MARK DISK
 GZ0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0745_STAMPING: J 47 1935
 GZ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0745+STABILITY: SURFACE MOTION
 GZ0745
 GZ0745  HISTORY     - Date     Condition        Report By
 GZ0745  HISTORY     - 1935     MONUMENTED       CGS
 GZ0745  HISTORY     - 1938     GOOD             NGS
 GZ0745  HISTORY     - 1985     GOOD             NGS
 GZ0745
 GZ0745                          STATION DESCRIPTION
 GZ0745
 GZ0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GZ0745'4 MI SE FROM MAYWOOD.
 GZ0745'4.0 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0745'FROM THE STATION AT MAYWOOD, LINCOLN COUNTY, 2 RAILS EAST OF
 GZ0745'MILEPOST L 113, NORTH OF THE WHITLEY HOUSE, IN LINE WITH THE
 GZ0745'CENTERLINE OF A DIRT ROAD, 23.6 FEET NORTH OF THE NORTH RAIL, 2.2
 GZ0745'FEET NORTHEAST OF A POLE, AND LEVEL WITH THE TOP OF THE RAIL.
 GZ0745'A STANDARD DISK, STAMPED J 47 1935 AND SET IN THE TOP OF A
 GZ0745'CONCRETE POST.
 GZ0745
 GZ0745                          STATION RECOVERY (1985)
 GZ0745
 GZ0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ0745'NEW DESC: 3.8 KM (2.4 MI) NORTHWEST ON U.S. HIGHWAY 150 FROM THE
 GZ0745'JUNCTION WITH STATE ROUTE 39 IN CRAB ORCHARD THEN LEFT (SOUTHWEST) ON
 GZ0745'A PAVED ROAD TO A SHARP LEFT TURN AT A RAILROAD AND THE MARK JUST
 GZ0745'NORTH OF THE WILLIAM WHITLEY HOUSE STATE SHRINE, 33.8 METERS (111 FT)
 GZ0745'NORTHWEST OF THE CENTER OF A RAILROAD CROSSING, 17.1 METERS (56 FT)
 GZ0745'NORTHEAST OF MIELPOST 113, 7.3 METERS (24 FT) NORTH OF THE NORTH RAIL
 GZ0745'AND 1.5 METERS (5 FT) EAST OF THE EXTENDED CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0095 ***********************************************************************
 GB0095  DESIGNATION -  J 49
 GB0095  PID         -  GB0095
 GB0095  STATE/COUNTY-  KY/WHITLEY
 GB0095  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0095
 GB0095                         *CURRENT SURVEY CONTROL
 GB0095  ___________________________________________________________________
 GB0095* NAD 83(1986)-  36 44 25.     (N)    084 09 44.     (W)     SCALED    
 GB0095* NAVD 88     -       290.510  (meters)     953.11   (feet)  ADJUSTED  
 GB0095  ___________________________________________________________________
 GB0095  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GB0095  DYNAMIC HT  -         290.269 (meters)     952.32  (feet)  COMP
 GB0095  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 GB0095
 GB0095  VERT ORDER  -  SECOND    CLASS 0
 GB0095
 GB0095.The horizontal coordinates were scaled from a topographic map and have
 GB0095.an estimated accuracy of +/- 6 seconds.
 GB0095
 GB0095.The orthometric height was determined by differential leveling
 GB0095.and adjusted by the National Geodetic Survey in June 1991..
 GB0095.WARNING-Repeat measurements at this control monument indicate possible
 GB0095.vertical movement.
 GB0095
 GB0095.The geoid height was determined by GEOID03.
 GB0095
 GB0095.The dynamic height is computed by dividing the NAVD 88
 GB0095.geopotential number by the normal gravity value computed on the
 GB0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0095.degrees latitude (g = 980.6199 gals.).
 GB0095
 GB0095.The modeled gravity was interpolated from observed gravity values.
 GB0095
 GB0095;                    North         East    Units  Estimated Accuracy
 GB0095;SPC KY1Z     - 1,046,370.    1,641,820.      MT  (+/- 180 meters Scaled)
 GB0095
 GB0095                          SUPERSEDED SURVEY CONTROL
 GB0095
 GB0095  NGVD 29 (??/??/92)  290.664  (m)          953.62   (f) ADJ UNCH    2 0
 GB0095
 GB0095.Superseded values are not recommended for survey control.
 GB0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0095.See file dsdata.txt to determine how the superseded data were derived.
 GB0095
 GB0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF533698(NAD 83)
 GB0095_MARKER: DB = BENCH MARK DISK
 GB0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0095_STAMPING: J 49 1935 953.620
 GB0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0095+STABILITY: SURFACE MOTION
 GB0095
 GB0095  HISTORY     - Date     Condition        Report By
 GB0095  HISTORY     - 1935     MONUMENTED       CGS
 GB0095  HISTORY     - 1950     GOOD             NGS
 GB0095  HISTORY     - 1957     GOOD             NGS
 GB0095  HISTORY     - 20060112 MARK NOT FOUND   KYTC
 GB0095
 GB0095                          STATION DESCRIPTION
 GB0095
 GB0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0095'AT WILLIAMSBURG.
 GB0095'AT WILLIAMSBURG, AT THE LOUISVILLE AND NASHVILLE RAILROAD STATION,
 GB0095'59 FEET SOUTHWEST AND ACROSS THE TRACKS FROM THE SOUTHWEST
 GB0095'SIDE OF THE STATION, 59 1/2 FEET SOUTH AND ACROSS THE TRACKS FROM
 GB0095'A RAILROAD SIGNAL DIRECTLY IN FRONT OF THE TICKET OFFICE, 92
 GB0095'FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 92 AND
 GB0095'BUSINESS ROUTE OF U.S. HIGHWAY 25W, 9 FEET WEST OF THE NORTH
 GB0095'CORNER OF A TOOL SHED, ABOUT 1 1/2 FEET BELOW THE TRACK AND SET
 GB0095'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GB0095
 GB0095                          STATION RECOVERY (1957)
 GB0095
 GB0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0095'RECOVERED IN GOOD CONDITION.
 GB0095
 GB0095                          STATION RECOVERY (2006)
 GB0095
 GB0095'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0128 ***********************************************************************
 GB0128  DESIGNATION -  J 50
 GB0128  PID         -  GB0128
 GB0128  STATE/COUNTY-  KY/WHITLEY
 GB0128  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0128
 GB0128                         *CURRENT SURVEY CONTROL
 GB0128  ___________________________________________________________________
 GB0128* NAD 83(1986)-  36 41 34.     (N)    084 13 52.     (W)     SCALED    
 GB0128* NAVD 88     -       386.397  (meters)    1267.70   (feet)  ADJUSTED  
 GB0128  ___________________________________________________________________
 GB0128  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB0128  DYNAMIC HT  -         386.072 (meters)    1266.64  (feet)  COMP
 GB0128  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 GB0128
 GB0128  VERT ORDER  -  SECOND    CLASS 0
 GB0128
 GB0128.The horizontal coordinates were scaled from a topographic map and have
 GB0128.an estimated accuracy of +/- 6 seconds.
 GB0128
 GB0128.The orthometric height was determined by differential leveling
 GB0128.and adjusted by the National Geodetic Survey in June 1991..
 GB0128
 GB0128.The geoid height was determined by GEOID03.
 GB0128
 GB0128.The dynamic height is computed by dividing the NAVD 88
 GB0128.geopotential number by the normal gravity value computed on the
 GB0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0128.degrees latitude (g = 980.6199 gals.).
 GB0128
 GB0128.The modeled gravity was interpolated from observed gravity values.
 GB0128
 GB0128;                    North         East    Units  Estimated Accuracy
 GB0128;SPC KY1Z     - 1,041,000.    1,635,750.      MT  (+/- 180 meters Scaled)
 GB0128
 GB0128                          SUPERSEDED SURVEY CONTROL
 GB0128
 GB0128  NGVD 29 (??/??/92)  386.539  (m)         1268.17   (f) ADJ UNCH    2 0
 GB0128
 GB0128.Superseded values are not recommended for survey control.
 GB0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0128.See file dsdata.txt to determine how the superseded data were derived.
 GB0128
 GB0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF473643(NAD 83)
 GB0128_MARKER: DB = BENCH MARK DISK
 GB0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0128_STAMPING: J 50 1935 1268.170
 GB0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0128+STABILITY: SURFACE MOTION
 GB0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0128+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 GB0128
 GB0128  HISTORY     - Date     Condition        Report By
 GB0128  HISTORY     - 1935     MONUMENTED       CGS
 GB0128  HISTORY     - 1951     GOOD             NGS
 GB0128  HISTORY     - 1957     GOOD             NGS
 GB0128  HISTORY     - 20060111 GOOD             KYTC
 GB0128
 GB0128                          STATION DESCRIPTION
 GB0128
 GB0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0128'6.4 MI SW FROM WILLIAMSBURG.
 GB0128'ABOUT 6.45 MILES SOUTHWEST ALONG STATE HIGHWAY 92 FROM THE
 GB0128'LOUISVILLE AND NASHVILLE RAILROAD STATION AT WILLIAMSBURG,
 GB0128'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTH AND
 GB0128'NORTHEAST AND ON THE SOUTH SLOPE OF A LONG CROOKED HILL, 30
 GB0128'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 77 FEET NORTH OF
 GB0128'THE WEST END OF A 20-INCH PIPE CULVERT WITH ROCK HEAD WALLS,
 GB0128'18 FEET SOUTH-SOUTHEAST OF A 12-INCH LONE PINE TREE, 23 1/2
 GB0128'FEET NORTHEAST OF A LONE 20-INCH WHITE OAK TREE, ABOUT LEVEL
 GB0128'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB0128'1 INCH.
 GB0128
 GB0128                          STATION RECOVERY (1957)
 GB0128
 GB0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0128'RECOVERED IN GOOD CONDITION.
 GB0128
 GB0128                          STATION RECOVERY (2006)
 GB0128
 GB0128'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0128'MARK IS 32.3 FEET WEST OF CENTERLINE OF KY 92, 23 FEET NORTHEAST OF A
 GB0128'30 INCH OAK TREE AND 2.6 FEET EAST OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0497 ***********************************************************************
 GZ0497  DESIGNATION -  J 51
 GZ0497  PID         -  GZ0497
 GZ0497  STATE/COUNTY-  KY/PULASKI
 GZ0497  USGS QUAD   -  BILLOWS (1987)
 GZ0497
 GZ0497                         *CURRENT SURVEY CONTROL
 GZ0497  ___________________________________________________________________
 GZ0497* NAD 83(1986)-  37 08 40.     (N)    084 22 28.     (W)     SCALED    
 GZ0497* NAVD 88     -       302.960  (meters)     993.96   (feet)  ADJUSTED  
 GZ0497  ___________________________________________________________________
 GZ0497  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GZ0497  DYNAMIC HT  -         302.731 (meters)     993.21  (feet)  COMP
 GZ0497  MODELED GRAV-     979,865.2   (mgal)                       NAVD 88
 GZ0497
 GZ0497  VERT ORDER  -  SECOND    CLASS 0
 GZ0497
 GZ0497.The horizontal coordinates were scaled from a topographic map and have
 GZ0497.an estimated accuracy of +/- 6 seconds.
 GZ0497
 GZ0497.The orthometric height was determined by differential leveling
 GZ0497.and adjusted by the National Geodetic Survey in June 1991..
 GZ0497
 GZ0497.The geoid height was determined by GEOID03.
 GZ0497
 GZ0497.The dynamic height is computed by dividing the NAVD 88
 GZ0497.geopotential number by the normal gravity value computed on the
 GZ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0497.degrees latitude (g = 980.6199 gals.).
 GZ0497
 GZ0497.The modeled gravity was interpolated from observed gravity values.
 GZ0497
 GZ0497;                    North         East    Units  Estimated Accuracy
 GZ0497;SPC KY1Z     - 1,090,920.    1,622,200.      MT  (+/- 180 meters Scaled)
 GZ0497
 GZ0497                          SUPERSEDED SURVEY CONTROL
 GZ0497
 GZ0497  NGVD 29 (??/??/92)  303.128  (m)          994.51   (f) ADJ UNCH    2 0
 GZ0497
 GZ0497.Superseded values are not recommended for survey control.
 GZ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0497.See file dsdata.txt to determine how the superseded data were derived.
 GZ0497
 GZ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG331141(NAD 83)
 GZ0497_MARKER: DB = BENCH MARK DISK
 GZ0497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0497_SP_SET: BOX CULVERT
 GZ0497_STAMPING: J 51 1935 994.512
 GZ0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0497
 GZ0497  HISTORY     - Date     Condition        Report By
 GZ0497  HISTORY     - 1935     MONUMENTED       CGS
 GZ0497  HISTORY     - 1950     GOOD             NGS
 GZ0497  HISTORY     - 1957     GOOD             NGS
 GZ0497
 GZ0497                          STATION DESCRIPTION
 GZ0497
 GZ0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0497'6.4 MI E FROM SHOPVILLE.
 GZ0497'ABOUT 6.4 MILES EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0497'SHOPVILLE, ABOUT 0.2 MILE NORTHWEST OF THE JUNCTION OF A ROAD
 GZ0497'SOUTH AND HARRIS GROCERY STORE, SET IN THE TOP OF THE NORTHEAST
 GZ0497'WING WALL OF A 25-FOOT CONCRETE BRIDGE OVER A SMALL STREAM,
 GZ0497'18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 44 FEET EAST
 GZ0497'OF THE CENTER LINE OF DRIVE TO A BARN, 236 FEET EAST OF THE
 GZ0497'CENTER LINE OF A DRIVE LEADING TO MILES WHITAKER HOME, ABOUT
 GZ0497'1 FOOT BELOW THE HIGHWAY.  NOTE-- THE STRUCTURE IS A 24-FOOT
 GZ0497'BOX CULVERT WITH PARTITION.
 GZ0497
 GZ0497                          STATION RECOVERY (1957)
 GZ0497
 GZ0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2473 ***********************************************************************
 GY2473  DESIGNATION -  J 52
 GY2473  PID         -  GY2473
 GY2473  STATE/COUNTY-  KY/CLAY
 GY2473  USGS QUAD   -  MANCHESTER (1979)
 GY2473
 GY2473                         *CURRENT SURVEY CONTROL
 GY2473  ___________________________________________________________________
 GY2473* NAD 83(1986)-  37 08 11.     (N)    083 45 51.     (W)     SCALED    
 GY2473* NAVD 88     -       257.964  (meters)     846.34   (feet)  ADJUSTED  
 GY2473  ___________________________________________________________________
 GY2473  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GY2473  DYNAMIC HT  -         257.759 (meters)     845.66  (feet)  COMP
 GY2473  MODELED GRAV-     979,828.8   (mgal)                       NAVD 88
 GY2473
 GY2473  VERT ORDER  -  SECOND    CLASS 0
 GY2473
 GY2473.The horizontal coordinates were scaled from a topographic map and have
 GY2473.an estimated accuracy of +/- 6 seconds.
 GY2473
 GY2473.The orthometric height was determined by differential leveling
 GY2473.and adjusted by the National Geodetic Survey in June 1991..
 GY2473
 GY2473.The geoid height was determined by GEOID03.
 GY2473
 GY2473.The dynamic height is computed by dividing the NAVD 88
 GY2473.geopotential number by the normal gravity value computed on the
 GY2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2473.degrees latitude (g = 980.6199 gals.).
 GY2473
 GY2473.The modeled gravity was interpolated from observed gravity values.
 GY2473
 GY2473;                    North         East    Units  Estimated Accuracy
 GY2473;SPC KY1Z     - 1,091,000.    1,676,430.      MT  (+/- 180 meters Scaled)
 GY2473
 GY2473                          SUPERSEDED SURVEY CONTROL
 GY2473
 GY2473  NGVD 29 (??/??/92)  258.124  (m)          846.86   (f) ADJ UNCH    2 0
 GY2473
 GY2473.Superseded values are not recommended for survey control.
 GY2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2473.See file dsdata.txt to determine how the superseded data were derived.
 GY2473
 GY2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB544135(NAD 83)
 GY2473_MARKER: DB = BENCH MARK DISK
 GY2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2473_STAMPING: J 52 1935
 GY2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2473+STABILITY: SURFACE MOTION
 GY2473
 GY2473  HISTORY     - Date     Condition        Report By
 GY2473  HISTORY     - 1935     MONUMENTED       CGS
 GY2473  HISTORY     - 20010829 MARK NOT FOUND   KYDT
 GY2473
 GY2473                          STATION DESCRIPTION
 GY2473
 GY2473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY2473'1.5 MI S FROM MANCHESTER.
 GY2473'ON STATE HIGHWAY NO. 80 AT JUNCTION WITH STATE HIGHWAY NO. 21.
 GY2473'84 FEET SOUTHWEST OF CONCRETE HIGHWAY CULVERT.  43 FEET NORTH OF
 GY2473'CENTER OF HIGHWAY NO. 80.  30 FEET EAST OF ROCK OUTCROP.  2 FEET
 GY2473'BELOW HIGHWAY SURFACE.  ON TOP OF CONCRETE POST.
 GY2473
 GY2473                          STATION RECOVERY (2001)
 GY2473
 GY2473'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY2473'BANKS EXTERIOR WAS REMODELED IN EARLY 1980'S AFTER FIRE, NO SIGN OF
 GY2473'MARK,CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2441 ***********************************************************************
 GY2441  DESIGNATION -  J 53
 GY2441  PID         -  GY2441
 GY2441  STATE/COUNTY-  KY/CLAY
 GY2441  USGS QUAD   -  BARCREEK (1979)
 GY2441
 GY2441                         *CURRENT SURVEY CONTROL
 GY2441  ___________________________________________________________________
 GY2441* NAD 83(1986)-  37 07 36.     (N)    083 44 54.     (W)     SCALED    
 GY2441* NAVD 88     -       261.305  (meters)     857.30   (feet)  ADJUSTED  
 GY2441  ___________________________________________________________________
 GY2441  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GY2441  DYNAMIC HT  -         261.096 (meters)     856.61  (feet)  COMP
 GY2441  MODELED GRAV-     979,826.1   (mgal)                       NAVD 88
 GY2441
 GY2441  VERT ORDER  -  SECOND    CLASS 0
 GY2441
 GY2441.The horizontal coordinates were scaled from a topographic map and have
 GY2441.an estimated accuracy of +/- 6 seconds.
 GY2441
 GY2441.The orthometric height was determined by differential leveling
 GY2441.and adjusted by the National Geodetic Survey in June 1991..
 GY2441
 GY2441.The geoid height was determined by GEOID03.
 GY2441
 GY2441.The dynamic height is computed by dividing the NAVD 88
 GY2441.geopotential number by the normal gravity value computed on the
 GY2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2441.degrees latitude (g = 980.6199 gals.).
 GY2441
 GY2441.The modeled gravity was interpolated from observed gravity values.
 GY2441
 GY2441;                    North         East    Units  Estimated Accuracy
 GY2441;SPC KY1Z     - 1,089,960.    1,677,860.      MT  (+/- 180 meters Scaled)
 GY2441
 GY2441                          SUPERSEDED SURVEY CONTROL
 GY2441
 GY2441  NGVD 29 (??/??/92)  261.461  (m)          857.81   (f) ADJ UNCH    2 0
 GY2441
 GY2441.Superseded values are not recommended for survey control.
 GY2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2441.See file dsdata.txt to determine how the superseded data were derived.
 GY2441
 GY2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB558124(NAD 83)
 GY2441_MARKER: DB = BENCH MARK DISK
 GY2441_SETTING: 66 = SET IN ROCK OUTCROP
 GY2441_SP_SET: ROCK LEDGE
 GY2441_STAMPING: J 53 1935 857.810
 GY2441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2441+STABILITY: POSITION/ELEVATION WELL
 GY2441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY2441+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2002
 GY2441
 GY2441  HISTORY     - Date     Condition        Report By
 GY2441  HISTORY     - 1935     MONUMENTED       CGS
 GY2441  HISTORY     - 1950     GOOD             NGS
 GY2441  HISTORY     - 1957     GOOD             NGS
 GY2441  HISTORY     - 20020329 GOOD             KYDT
 GY2441
 GY2441                          STATION DESCRIPTION
 GY2441
 GY2441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2441'AT GARRARD.
 GY2441'AT GARRARD, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, ABOUT
 GY2441'0.15 MILE NORTH OF CROSSING OF STATE HIGHWAY 80, 165 1/2 FEET
 GY2441'NORTH OF NORTHWEST CORNER OF STATION, 143 FEET NORTH-NORTHEAST
 GY2441'AND ACROSS TRACK FROM MILE POST 208, 85 FEET SOUTH OF A SWITCH
 GY2441'STAND AT NORTH END OF A SIDING, 13 FEET EAST OF EAST RAIL OF MAIN
 GY2441'TRACK, 45 FEET NORTHWEST OF NORTHWEST CORNER OF POST OFFICE, 37
 GY2441'FEET NORTHEAST AND ACROSS TRACK FROM NORTHEAST CORNER OF
 GY2441'FOUNDATION OF A RAILROAD WATER TANK, 7 FEET EAST OF EAST RAIL OF A
 GY2441'SIDE TRACK, ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP
 GY2441'OF A ROCK LEDGE IN A LOW ROCK CUT.
 GY2441
 GY2441                          STATION RECOVERY (1957)
 GY2441
 GY2441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2441'RECOVERED IN GOOD CONDITION.
 GY2441
 GY2441                          STATION RECOVERY (2002)
 GY2441
 GY2441'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2441'MARK IS 3 FEET SOUTHEAST OF THE NORTHWEST FACE EXTENDED OF A ONE STORY
 GY2441'YELLOW VINYL SIDED HOUSE ON THE SOUTHWEST SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2721 ***********************************************************************
 GA2721  DESIGNATION -  J 54
 GA2721  PID         -  GA2721
 GA2721  STATE/COUNTY-  KY/BELL
 GA2721  USGS QUAD   -  MIDDLESBORO NORTH (1974)
 GA2721
 GA2721                         *CURRENT SURVEY CONTROL
 GA2721  ___________________________________________________________________
 GA2721* NAD 83(1986)-  36 44 45.     (N)    083 41 21.     (W)     SCALED    
 GA2721* NAVD 88     -       314.213  (meters)    1030.88   (feet)  ADJUSTED  
 GA2721  ___________________________________________________________________
 GA2721  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA2721  DYNAMIC HT  -         313.944 (meters)    1030.00  (feet)  COMP
 GA2721  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 GA2721
 GA2721  VERT ORDER  -  SECOND    CLASS 0
 GA2721
 GA2721.The horizontal coordinates were scaled from a topographic map and have
 GA2721.an estimated accuracy of +/- 6 seconds.
 GA2721
 GA2721.The orthometric height was determined by differential leveling
 GA2721.and adjusted by the National Geodetic Survey in June 1991..
 GA2721
 GA2721.The geoid height was determined by GEOID03.
 GA2721
 GA2721.The dynamic height is computed by dividing the NAVD 88
 GA2721.geopotential number by the normal gravity value computed on the
 GA2721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2721.degrees latitude (g = 980.6199 gals.).
 GA2721
 GA2721.The modeled gravity was interpolated from observed gravity values.
 GA2721
 GA2721;                    North         East    Units  Estimated Accuracy
 GA2721;SPC KY1Z     - 1,047,820.    1,684,050.      MT  (+/- 180 meters Scaled)
 GA2721
 GA2721                          SUPERSEDED SURVEY CONTROL
 GA2721
 GA2721  NGVD 29 (??/??/92)  314.361  (m)         1031.37   (f) ADJ UNCH    2 0
 GA2721
 GA2721.Superseded values are not recommended for survey control.
 GA2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2721.See file dsdata.txt to determine how the superseded data were derived.
 GA2721
 GA2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA599700(NAD 83)
 GA2721_MARKER: DB = BENCH MARK DISK
 GA2721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2721_SP_SET: ABUTMENT
 GA2721_STAMPING: J 54 1934 1031.366
 GA2721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2721
 GA2721  HISTORY     - Date     Condition        Report By
 GA2721  HISTORY     - 1934     MONUMENTED       CGS
 GA2721  HISTORY     - 1957     GOOD             NGS
 GA2721
 GA2721                          STATION DESCRIPTION
 GA2721
 GA2721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2721'1.3 MI NW FROM HARBELL.
 GA2721'1.3 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA2721'FROM THE STATION AT HARBELL, 1.0 MILE SOUTH OF THE CROSSING OF
 GA2721'STATE HIGHWAY 66 AT PINEVILLE, SET IN THE NORTHEAST END OF THE
 GA2721'SOUTHEAST ABUTMENT OF RAILROAD BRIDGE OVER THE CUMBERLAND RIVER,
 GA2721'5 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 2 FEET BELOW THE LEVEL
 GA2721'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1522 ***********************************************************************
 GZ1522  DESIGNATION -  J 55
 GZ1522  PID         -  GZ1522
 GZ1522  STATE/COUNTY-  KY/ADAIR
 GZ1522  USGS QUAD   -  COLUMBIA (1976)
 GZ1522
 GZ1522                         *CURRENT SURVEY CONTROL
 GZ1522  ___________________________________________________________________
 GZ1522* NAD 83(1986)-  37 06 13.     (N)    085 18 16.     (W)     SCALED    
 GZ1522* NAVD 88     -       222.071  (meters)     728.58   (feet)  ADJUSTED  
 GZ1522  ___________________________________________________________________
 GZ1522  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ1522  DYNAMIC HT  -         221.894 (meters)     728.00  (feet)  COMP
 GZ1522  MODELED GRAV-     979,831.3   (mgal)                       NAVD 88
 GZ1522
 GZ1522  VERT ORDER  -  SECOND    CLASS 0
 GZ1522
 GZ1522.The horizontal coordinates were scaled from a topographic map and have
 GZ1522.an estimated accuracy of +/- 6 seconds.
 GZ1522
 GZ1522.The orthometric height was determined by differential leveling
 GZ1522.and adjusted by the National Geodetic Survey in June 1991..
 GZ1522
 GZ1522.The geoid height was determined by GEOID03.
 GZ1522
 GZ1522.The dynamic height is computed by dividing the NAVD 88
 GZ1522.geopotential number by the normal gravity value computed on the
 GZ1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1522.degrees latitude (g = 980.6199 gals.).
 GZ1522
 GZ1522.The modeled gravity was interpolated from observed gravity values.
 GZ1522
 GZ1522;                    North         East    Units  Estimated Accuracy
 GZ1522;SPC KY1Z     - 1,085,580.    1,539,610.      MT  (+/- 180 meters Scaled)
 GZ1522
 GZ1522                          SUPERSEDED SURVEY CONTROL
 GZ1522
 GZ1522  NGVD 29 (??/??/92)  222.229  (m)          729.10   (f) ADJ UNCH    2 0
 GZ1522
 GZ1522.Superseded values are not recommended for survey control.
 GZ1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1522.See file dsdata.txt to determine how the superseded data were derived.
 GZ1522
 GZ1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG506077(NAD 83)
 GZ1522_MARKER: DB = BENCH MARK DISK
 GZ1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1522_STAMPING: J 55 1935
 GZ1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1522+STABILITY: SURFACE MOTION
 GZ1522
 GZ1522  HISTORY     - Date     Condition        Report By
 GZ1522  HISTORY     - 1935     MONUMENTED       CGS
 GZ1522  HISTORY     - 1943     GOOD             NGS
 GZ1522  HISTORY     - 20050816 MARK NOT FOUND   KYTC
 GZ1522
 GZ1522                          STATION DESCRIPTION
 GZ1522
 GZ1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GZ1522'AT COLUMBIA.
 GZ1522'AT COLUMBIA, ADAIR COUNTY, ON STATE HIGHWAY 55, ABOUT 250 YARDS
 GZ1522'NORTHEAST OF THE COUNTY COURTHOUSE, IN THE FRONT LAWN OF THE
 GZ1522'CHRISTIAN CHURCH, 23 FEET NORTH OF THE WEST CORNER OF THE
 GZ1522'CHURCH, 12.5 FEET WEST OF THE CENTERLINE OF THE SIDEWALK
 GZ1522'LEADING TO THE ENTRANCE, 26.3 FEET SOUTH OF THE CENTERLINE OF THE
 GZ1522'HIGHWAY, AND 1.3 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK.
 GZ1522'A STANDARD DISK, STAMPED J 55 1935 AND SET IN THE TOP OF A
 GZ1522'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 GZ1522
 GZ1522                          STATION RECOVERY (2005)
 GZ1522
 GZ1522'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1200 ***********************************************************************
 HZ1200  DESIGNATION -  J 57
 HZ1200  PID         -  HZ1200
 HZ1200  STATE/COUNTY-  KY/SHELBY
 HZ1200  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1200
 HZ1200                         *CURRENT SURVEY CONTROL
 HZ1200  ___________________________________________________________________
 HZ1200* NAD 83(1986)-  38 10 38.     (N)    085 17 29.     (W)     SCALED    
 HZ1200* NAVD 88     -       212.531  (meters)     697.28   (feet)  ADJUSTED  
 HZ1200  ___________________________________________________________________
 HZ1200  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ1200  DYNAMIC HT  -         212.380 (meters)     696.78  (feet)  COMP
 HZ1200  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 HZ1200
 HZ1200  VERT ORDER  -  SECOND    CLASS 0
 HZ1200
 HZ1200.The horizontal coordinates were scaled from a topographic map and have
 HZ1200.an estimated accuracy of +/- 6 seconds.
 HZ1200
 HZ1200.The orthometric height was determined by differential leveling
 HZ1200.and adjusted by the National Geodetic Survey in June 1991..
 HZ1200
 HZ1200.The geoid height was determined by GEOID03.
 HZ1200
 HZ1200.The dynamic height is computed by dividing the NAVD 88
 HZ1200.geopotential number by the normal gravity value computed on the
 HZ1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1200.degrees latitude (g = 980.6199 gals.).
 HZ1200
 HZ1200.The modeled gravity was interpolated from observed gravity values.
 HZ1200
 HZ1200;                    North         East    Units  Estimated Accuracy
 HZ1200;SPC KY1Z     - 1,204,740.    1,540,180.      MT  (+/- 180 meters Scaled)
 HZ1200
 HZ1200                          SUPERSEDED SURVEY CONTROL
 HZ1200
 HZ1200  NGVD 29 (??/??/92)  212.690  (m)          697.80   (f) ADJ UNCH    2 0
 HZ1200
 HZ1200.Superseded values are not recommended for survey control.
 HZ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1200.See file dsdata.txt to determine how the superseded data were derived.
 HZ1200
 HZ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH496268(NAD 83)
 HZ1200_MARKER: DB = BENCH MARK DISK
 HZ1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1200_STAMPING: J 57 1935
 HZ1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1200+STABILITY: SURFACE MOTION
 HZ1200
 HZ1200  HISTORY     - Date     Condition        Report By
 HZ1200  HISTORY     - 1935     MONUMENTED       CGS
 HZ1200
 HZ1200                          STATION DESCRIPTION
 HZ1200
 HZ1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ1200'5.3 MI S FROM SHELBYVILLE.
 HZ1200'5.3 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ1200'FROM THE STATION AT SHELBYVILLE, SHELBY COUNTY, AT LOGAN SIDING,
 HZ1200'120 FEET SOUTH OF THE SAM HULKER HOUSE, 81 FEET WEST OF THE
 HZ1200'CENTERLINE OF STATE HIGHWAY 55, AT A DIRT-ROAD CROSSING, 72
 HZ1200'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 29.7 FEET EAST
 HZ1200'OF THE EAST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 HZ1200'J 57 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 HZ1200'1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2383 ***********************************************************************
 GZ2383  DESIGNATION -  J 58
 GZ2383  PID         -  GZ2383
 GZ2383  STATE/COUNTY-  KY/LARUE
 GZ2383  USGS QUAD   -  HODGENVILLE (1987)
 GZ2383
 GZ2383                         *CURRENT SURVEY CONTROL
 GZ2383  ___________________________________________________________________
 GZ2383* NAD 83(1986)-  37 30 13.     (N)    085 42 08.     (W)     SCALED    
 GZ2383* NAVD 88     -       238.724  (meters)     783.21   (feet)  ADJUSTED  
 GZ2383  ___________________________________________________________________
 GZ2383  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 GZ2383  DYNAMIC HT  -         238.537 (meters)     782.60  (feet)  COMP
 GZ2383  MODELED GRAV-     979,841.4   (mgal)                       NAVD 88
 GZ2383
 GZ2383  VERT ORDER  -  SECOND    CLASS 0
 GZ2383
 GZ2383.The horizontal coordinates were scaled from a topographic map and have
 GZ2383.an estimated accuracy of +/- 6 seconds.
 GZ2383
 GZ2383.The orthometric height was determined by differential leveling
 GZ2383.and adjusted by the National Geodetic Survey in June 1991..
 GZ2383
 GZ2383.The geoid height was determined by GEOID03.
 GZ2383
 GZ2383.The dynamic height is computed by dividing the NAVD 88
 GZ2383.geopotential number by the normal gravity value computed on the
 GZ2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2383.degrees latitude (g = 980.6199 gals.).
 GZ2383
 GZ2383.The modeled gravity was interpolated from observed gravity values.
 GZ2383
 GZ2383;                    North         East    Units  Estimated Accuracy
 GZ2383;SPC KY1Z     - 1,129,880.    1,504,220.      MT  (+/- 180 meters Scaled)
 GZ2383
 GZ2383                          SUPERSEDED SURVEY CONTROL
 GZ2383
 GZ2383  NGVD 29 (??/??/92)  238.844  (m)          783.61   (f) ADJ UNCH    2 0
 GZ2383
 GZ2383.Superseded values are not recommended for survey control.
 GZ2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2383.See file dsdata.txt to determine how the superseded data were derived.
 GZ2383
 GZ2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG147515(NAD 83)
 GZ2383_MARKER: DB = BENCH MARK DISK
 GZ2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2383_STAMPING: J 58 1935
 GZ2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2383+STABILITY: SURFACE MOTION
 GZ2383
 GZ2383  HISTORY     - Date     Condition        Report By
 GZ2383  HISTORY     - 1935     MONUMENTED       CGS
 GZ2383  HISTORY     - 1951     GOOD             NGS
 GZ2383
 GZ2383                          STATION DESCRIPTION
 GZ2383
 GZ2383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ2383'0.6 MI S FROM BUFFALO.
 GZ2383'ABOUT 0.55 MILE SOUTH ALONG U.S. HIGHWAY 31 E FROM THE POST
 GZ2383'OFFICE AT BUFFALO, AT THE EAST POINT OF TRIANGLE FORMED BY
 GZ2383'THE JUNCTION OF STATE HIGHWAY 61, AT THE JUNCTION OF A DRIVE
 GZ2383'SOUTH TO A WHITE FRAME HOUSE, 36 FEET SOUTH OF CENTER LINE OF
 GZ2383'SOUTH LEG OF HIGHWAY 61, 6 FEET EAST OF CENTER LINE OF DRIVE,
 GZ2383'37 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, 12 1/2
 GZ2383'FEET EAST AND ACROSS DRIVE FROM THE SECOND POWER POLE EAST OF
 GZ2383'HIGHWAY 31 E, ABOUT LEVEL WITH HIGHWAY 61 AND SET IN THE TOP OF A
 GZ2383'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2404 ***********************************************************************
 GZ2404  DESIGNATION -  J 60
 GZ2404  PID         -  GZ2404
 GZ2404  STATE/COUNTY-  KY/NELSON
 GZ2404  USGS QUAD   -  NELSONVILLE (1987)
 GZ2404
 GZ2404                         *CURRENT SURVEY CONTROL
 GZ2404  ___________________________________________________________________
 GZ2404* NAD 83(1986)-  37 42 14.     (N)    085 37 31.     (W)     SCALED    
 GZ2404* NAVD 88     -       144.624  (meters)     474.49   (feet)  ADJUSTED  
 GZ2404  ___________________________________________________________________
 GZ2404  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 GZ2404  DYNAMIC HT  -         144.514 (meters)     474.13  (feet)  COMP
 GZ2404  MODELED GRAV-     979,866.7   (mgal)                       NAVD 88
 GZ2404
 GZ2404  VERT ORDER  -  SECOND    CLASS 0
 GZ2404
 GZ2404.The horizontal coordinates were scaled from a topographic map and have
 GZ2404.an estimated accuracy of +/- 6 seconds.
 GZ2404
 GZ2404.The orthometric height was determined by differential leveling
 GZ2404.and adjusted by the National Geodetic Survey in June 1991..
 GZ2404
 GZ2404.The geoid height was determined by GEOID03.
 GZ2404
 GZ2404.The dynamic height is computed by dividing the NAVD 88
 GZ2404.geopotential number by the normal gravity value computed on the
 GZ2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2404.degrees latitude (g = 980.6199 gals.).
 GZ2404
 GZ2404.The modeled gravity was interpolated from observed gravity values.
 GZ2404
 GZ2404;                    North         East    Units  Estimated Accuracy
 GZ2404;SPC KY1Z     - 1,152,120.    1,511,000.      MT  (+/- 180 meters Scaled)
 GZ2404
 GZ2404                          SUPERSEDED SURVEY CONTROL
 GZ2404
 GZ2404  NGVD 29 (??/??/92)  144.766  (m)          474.95   (f) ADJ UNCH    2 0
 GZ2404
 GZ2404.Superseded values are not recommended for survey control.
 GZ2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2404.See file dsdata.txt to determine how the superseded data were derived.
 GZ2404
 GZ2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG211738(NAD 83)
 GZ2404_MARKER: DB = BENCH MARK DISK
 GZ2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2404_STAMPING: J 60 1935
 GZ2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2404+STABILITY: SURFACE MOTION
 GZ2404
 GZ2404  HISTORY     - Date     Condition        Report By
 GZ2404  HISTORY     - 1935     MONUMENTED       CGS
 GZ2404  HISTORY     - 1982     GOOD             KYDT
 GZ2404
 GZ2404                          STATION DESCRIPTION
 GZ2404
 GZ2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ2404'3.9 MI NW FROM NEW HAVEN.
 GZ2404'3.9 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ2404'FROM THE STATION AT NEW HAVEN, NELSON COUNTY, 9-1/2 RAILS SOUTH
 GZ2404'OF MILEPOST L 41, AT A PRIVATE-ROAD CROSSING, 16 YARDS SOUTH OF
 GZ2404'THE CENTERLINE OF THE ROAD, 27 FEET EAST OF THE EAST RAIL, 4.9
 GZ2404'FEET NORTH OF A TELEPHONE POLE, 4.5 FEET WEST OF A FENCE LINE,
 GZ2404'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 GZ2404'DISK, STAMPED J 60 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GZ2404
 GZ2404                          STATION RECOVERY (1982)
 GZ2404
 GZ2404'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2020 ***********************************************************************
 GB2020  DESIGNATION -  J 62
 GB2020  PID         -  GB2020
 GB2020  STATE/COUNTY-  KY/BARREN
 GB2020  USGS QUAD   -  TEMPLE HILL (1981)
 GB2020
 GB2020                         *CURRENT SURVEY CONTROL
 GB2020  ___________________________________________________________________
 GB2020* NAD 83(1986)-  36 56 51.     (N)    085 50 27.     (W)     SCALED    
 GB2020* NAVD 88     -       236.692  (meters)     776.55   (feet)  ADJUSTED  
 GB2020  ___________________________________________________________________
 GB2020  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GB2020  DYNAMIC HT  -         236.502 (meters)     775.92  (feet)  COMP
 GB2020  MODELED GRAV-     979,820.4   (mgal)                       NAVD 88
 GB2020
 GB2020  VERT ORDER  -  SECOND    CLASS 0
 GB2020
 GB2020.The horizontal coordinates were scaled from a topographic map and have
 GB2020.an estimated accuracy of +/- 6 seconds.
 GB2020
 GB2020.The orthometric height was determined by differential leveling
 GB2020.and adjusted by the National Geodetic Survey in June 1991..
 GB2020
 GB2020.The geoid height was determined by GEOID03.
 GB2020
 GB2020.The dynamic height is computed by dividing the NAVD 88
 GB2020.geopotential number by the normal gravity value computed on the
 GB2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2020.degrees latitude (g = 980.6199 gals.).
 GB2020
 GB2020.The modeled gravity was interpolated from observed gravity values.
 GB2020
 GB2020;                    North         East    Units  Estimated Accuracy
 GB2020;SPC KY1Z     - 1,068,170.    1,491,910.      MT  (+/- 180 meters Scaled)
 GB2020
 GB2020                          SUPERSEDED SURVEY CONTROL
 GB2020
 GB2020  NGVD 29 (??/??/92)  236.834  (m)          777.01   (f) ADJ UNCH    2 0
 GB2020
 GB2020.Superseded values are not recommended for survey control.
 GB2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2020.See file dsdata.txt to determine how the superseded data were derived.
 GB2020
 GB2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF032896(NAD 83)
 GB2020_MARKER: DB = BENCH MARK DISK
 GB2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2020_STAMPING: J 62 1935 777.013
 GB2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2020+STABILITY: SURFACE MOTION
 GB2020
 GB2020  HISTORY     - Date     Condition        Report By
 GB2020  HISTORY     - 1935     MONUMENTED       CGS
 GB2020  HISTORY     - 1951     GOOD             NGS
 GB2020  HISTORY     - 1973     MARK NOT FOUND   USGS
 GB2020
 GB2020                          STATION DESCRIPTION
 GB2020
 GB2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB2020'3.7 MI NW FROM EIGHTY EIGHT.
 GB2020'ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE CHURCH
 GB2020'OF CHRIST AND CEMETERY AT EIGHTY EIGHT, ABOUT 0.9 MILE NORTHWEST
 GB2020'OF A 100-FOOT CONCRETE BRIDGE OVER A CREEK, ABOUT 0.75 MILE
 GB2020'SOUTHEAST OF BETHEL METHODIST CHURCH, ABOUT 0.5 MILE NORTHWEST
 GB2020'OF A 30-FOOT CONCRETE BRIDGE OVER PIERCE CREEK, AT THE JUNCTION
 GB2020'OF A DRIVE NORTHEAST TO A PLANING MILL, 26 FEET SOUTHWEST OF
 GB2020'CENTER LINE OF HIGHWAY, 48 FEET NORTHWEST OF EXTENDED CENTER
 GB2020'LINE OF DRIVE TO MILL, 88 FEET NORTHWEST OF THE SOUTHWEST END OF
 GB2020'A 24-INCH PIPE CULVERT, 3 FEET NORTHEAST OF A FENCE LINE, 1 FOOT
 GB2020'BELOW HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB2020'7 INCHES.  NOTE-- THE MARK MAY ALSO BE REACHED FROM THE
 GB2020'COURTHOUSE AT GLASGOW BY GOING 5.3 MILES SE ALONG STATE HWY.
 GB2020'90.  NOTE-- DESCRIPTION PLACES MARK IN NEW DRIVEWAY OF HOUSE
 GB2020'TRAILER.
 GB2020
 GB2020                          STATION RECOVERY (1973)
 GB2020
 GB2020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GB2020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0003 ***********************************************************************
 GC0003  DESIGNATION -  J 63
 GC0003  PID         -  GC0003
 GC0003  STATE/COUNTY-  KY/BARREN
 GC0003  USGS QUAD   -  LUCAS (1965)
 GC0003
 GC0003                         *CURRENT SURVEY CONTROL
 GC0003  ___________________________________________________________________
 GC0003* NAD 83(1986)-  36 53 15.     (N)    086 02 30.     (W)     SCALED    
 GC0003* NAVD 88     -       212.498  (meters)     697.17   (feet)  ADJUSTED  
 GC0003  ___________________________________________________________________
 GC0003  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GC0003  DYNAMIC HT  -         212.330 (meters)     696.62  (feet)  COMP
 GC0003  MODELED GRAV-     979,835.6   (mgal)                       NAVD 88
 GC0003
 GC0003  VERT ORDER  -  SECOND    CLASS 0
 GC0003
 GC0003.The horizontal coordinates were scaled from a topographic map and have
 GC0003.an estimated accuracy of +/- 6 seconds.
 GC0003
 GC0003.The orthometric height was determined by differential leveling
 GC0003.and adjusted by the National Geodetic Survey in June 1991..
 GC0003
 GC0003.The geoid height was determined by GEOID03.
 GC0003
 GC0003.The dynamic height is computed by dividing the NAVD 88
 GC0003.geopotential number by the normal gravity value computed on the
 GC0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0003.degrees latitude (g = 980.6199 gals.).
 GC0003
 GC0003.The modeled gravity was interpolated from observed gravity values.
 GC0003
 GC0003;                    North         East    Units  Estimated Accuracy
 GC0003;SPC KY1Z     - 1,061,550.    1,474,000.      MT  (+/- 180 meters Scaled)
 GC0003
 GC0003                          SUPERSEDED SURVEY CONTROL
 GC0003
 GC0003  NGVD 29 (??/??/92)  212.630  (m)          697.60   (f) ADJ UNCH    2 0
 GC0003
 GC0003.Superseded values are not recommended for survey control.
 GC0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0003.See file dsdata.txt to determine how the superseded data were derived.
 GC0003
 GC0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF853828(NAD 83)
 GC0003_MARKER: DB = BENCH MARK DISK
 GC0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0003_STAMPING: J 63 1935
 GC0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0003+STABILITY: SURFACE MOTION
 GC0003
 GC0003  HISTORY     - Date     Condition        Report By
 GC0003  HISTORY     - 1935     MONUMENTED       CGS
 GC0003  HISTORY     - 20051017 POOR             GRWAS
 GC0003
 GC0003                          STATION DESCRIPTION
 GC0003
 GC0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0003'0.4 MI S FROM LUCAS.
 GC0003'0.4 MILE SOUTH ALONG U.S. HIGHWAY 31 E FROM THE POST OFFICE AT
 GC0003'LUCAS, BARREN COUNTY, 130 YARDS NORTHWEST OF A SCHOOLHOUSE, 83 FEET
 GC0003'SOUTHWEST OF THE SOUTHWEST END OF THE CONCRETE HEADWALL OF A CULVERT,
 GC0003'28 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2
 GC0003'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 63 1935
 GC0003'AND SET IN THE TOP OF A CONCRETE POST.
 GC0003
 GC0003                          STATION RECOVERY (2005)
 GC0003
 GC0003'RECOVERY NOTE BY GRW AERIAL SURVEY 2005 (LER)
 GC0003'FOUND CONCRETE BASE OF MONUMENT USING DESCRIPTION. TOP OF MONUMENT AND
 GC0003'DISK ARE GONE. SCHOOL IN DESCRIPTION NO LONGER EXISTS BUT HEADWALL IS
 GC0003'STILL GOOD. PERFORMED GPS OBWSERVATION ON USING STEM HOLE WITH GOOD
 GC0003'AGREEMENT WITH OPUS AND OTHER USCGS BM GPS TIES. GPS COMPUTATIONS BY
 GC0003'W. ZIEGLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1350 ***********************************************************************
 GZ1350  DESIGNATION -  J 64
 GZ1350  PID         -  GZ1350
 GZ1350  STATE/COUNTY-  KY/WASHINGTON
 GZ1350  USGS QUAD   -  SPRINGFIELD (1979)
 GZ1350
 GZ1350                         *CURRENT SURVEY CONTROL
 GZ1350  ___________________________________________________________________
 GZ1350* NAD 83(1993)-  37 41 37.98476(N)    085 14 03.40033(W)     ADJUSTED  
 GZ1350* NAVD 88     -       220.860  (meters)     724.60   (feet)  ADJUSTED  
 GZ1350  ___________________________________________________________________
 GZ1350  X           -     419,846.904 (meters)                     COMP
 GZ1350  Y           -  -5,035,953.306 (meters)                     COMP
 GZ1350  Z           -   3,878,728.747 (meters)                     COMP
 GZ1350  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 GZ1350  ELLIP HEIGHT-         187.50  (meters)          (01/09/97) GPS OBS
 GZ1350  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 GZ1350  DYNAMIC HT  -         220.689 (meters)     724.04  (feet)  COMP
 GZ1350  MODELED GRAV-     979,848.0   (mgal)                       NAVD 88
 GZ1350
 GZ1350  HORZ ORDER  -  FIRST
 GZ1350  VERT ORDER  -  SECOND    CLASS 0
 GZ1350  ELLP ORDER  -  SECOND    CLASS II
 GZ1350
 GZ1350.The horizontal coordinates were established by GPS observations
 GZ1350.and adjusted by the National Geodetic Survey in January 1997..
 GZ1350
 GZ1350.The orthometric height was determined by differential leveling
 GZ1350.and adjusted by the National Geodetic Survey in June 1991..
 GZ1350
 GZ1350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ1350
 GZ1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1350
 GZ1350.The ellipsoidal height was determined by GPS observations
 GZ1350.and is referenced to NAD 83.
 GZ1350
 GZ1350.The geoid height was determined by GEOID03.
 GZ1350
 GZ1350.The dynamic height is computed by dividing the NAVD 88
 GZ1350.geopotential number by the normal gravity value computed on the
 GZ1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1350.degrees latitude (g = 980.6199 gals.).
 GZ1350
 GZ1350.The modeled gravity was interpolated from observed gravity values.
 GZ1350
 GZ1350;                    North         East     Units Scale Factor Converg.
 GZ1350;SPC KY1Z     - 1,151,122.936 1,545,480.460   MT  0.99990999   +0 18 59.9
 GZ1350;SPC KY1Z     - 3,776,642.50  5,070,463.81   sFT  0.99990999   +0 18 59.9
 GZ1350;SPC KY S     -   651,112.909   545,482.970   MT  0.99996506   +0 18 46.0
 GZ1350;SPC KY S     - 2,136,192.94  1,789,638.71   sFT  0.99996506   +0 18 46.0
 GZ1350;UTM  16      - 4,173,318.737   655,674.151   MT  0.99989850   +1 04 47.5
 GZ1350
 GZ1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1350!SPC KY1Z     -   0.99997058  x   0.99990999  =   0.99988057
 GZ1350!SPC KY S     -   0.99997058  x   0.99996506  =   0.99993564
 GZ1350!UTM  16      -   0.99997058  x   0.99989850  =   0.99986908
 GZ1350
 GZ1350                          SUPERSEDED SURVEY CONTROL
 GZ1350
 GZ1350  NAVD 88 (01/09/97)  220.86   (m)          724.6    (f) LEVELING    3  
 GZ1350  NGVD 29 (??/??/92)  221.005  (m)          725.08   (f) ADJ UNCH    2 0
 GZ1350
 GZ1350.Superseded values are not recommended for survey control.
 GZ1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1350.See file dsdata.txt to determine how the superseded data were derived.
 GZ1350
 GZ1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5567473319(NAD 83)
 GZ1350_MARKER: DB = BENCH MARK DISK
 GZ1350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1350_SP_SET: HEADWALL
 GZ1350_STAMPING: J 64 1935
 GZ1350_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1350+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1995
 GZ1350
 GZ1350  HISTORY     - Date     Condition        Report By
 GZ1350  HISTORY     - 1935     MONUMENTED       CGS
 GZ1350  HISTORY     - 1950     GOOD             NGS
 GZ1350  HISTORY     - 19951010 GOOD             LOWE
 GZ1350
 GZ1350                          STATION DESCRIPTION
 GZ1350
 GZ1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1350'1 MI NW FROM SPRINGFIELD.
 GZ1350'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 55 FROM THE POST OFFICE AT
 GZ1350'SPRINGFIELD, WASHINGTON COUNTY, 0.2 MILE NORTH OF THE JUNCTION
 GZ1350'OF U.S. HIGHWAY 68, AT THE FIRST CONCRETE BRIDGE OVER A WASH, AT
 GZ1350'THE EAST SIDE OF THE NORTH END OF THE BRIDGE, IN THE TOP OF THE
 GZ1350'WING WALL, AND 10 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 GZ1350'A STANDARD DISK, STAMPED J 64 1935.
 GZ1350
 GZ1350                          STATION RECOVERY (1995)
 GZ1350
 GZ1350'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 GZ1350'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0136 ***********************************************************************
 HB0136  DESIGNATION -  J 64 X
 HB0136  PID         -  HB0136
 HB0136  STATE/COUNTY-  KY/CRITTENDEN
 HB0136  USGS QUAD   -  FREDONIA (1954)
 HB0136
 HB0136                         *CURRENT SURVEY CONTROL
 HB0136  ___________________________________________________________________
 HB0136* NAD 83(1986)-  37 14 45.     (N)    088 05 15.     (W)     SCALED    
 HB0136* NAVD 88     -       170.642  (meters)     559.85   (feet)  ADJUSTED  
 HB0136  ___________________________________________________________________
 HB0136  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HB0136  DYNAMIC HT  -         170.514 (meters)     559.43  (feet)  COMP
 HB0136  MODELED GRAV-     979,880.7   (mgal)                       NAVD 88
 HB0136
 HB0136  VERT ORDER  -  FIRST     CLASS II
 HB0136
 HB0136.The horizontal coordinates were scaled from a topographic map and have
 HB0136.an estimated accuracy of +/- 6 seconds.
 HB0136
 HB0136.The orthometric height was determined by differential leveling
 HB0136.and adjusted by the National Geodetic Survey in June 1991..
 HB0136
 HB0136.The geoid height was determined by GEOID03.
 HB0136
 HB0136.The dynamic height is computed by dividing the NAVD 88
 HB0136.geopotential number by the normal gravity value computed on the
 HB0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0136.degrees latitude (g = 980.6199 gals.).
 HB0136
 HB0136.The modeled gravity was interpolated from observed gravity values.
 HB0136
 HB0136;                    North         East    Units  Estimated Accuracy
 HB0136;SPC KY1Z     - 1,103,870.    1,292,640.      MT  (+/- 180 meters Scaled)
 HB0136
 HB0136                          SUPERSEDED SURVEY CONTROL
 HB0136
 HB0136  NGVD 29 (??/??/??)  170.716  (m)          560.09   (f) ADJUSTED    1 2
 HB0136
 HB0136.Superseded values are not recommended for survey control.
 HB0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0136.See file dsdata.txt to determine how the superseded data were derived.
 HB0136
 HB0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG035226(NAD 83)
 HB0136_MARKER: DB = BENCH MARK DISK
 HB0136_SETTING: 66 = SET IN ROCK OUTCROP
 HB0136_SP_SET: ROCK LEDGE
 HB0136_STAMPING: J 64 X 1935
 HB0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB0136+STABILITY: POSITION/ELEVATION WELL
 HB0136
 HB0136  HISTORY     - Date     Condition        Report By
 HB0136  HISTORY     - 1935     MONUMENTED       CGS
 HB0136  HISTORY     - 1949     GOOD             CGS
 HB0136  HISTORY     - 1985     MARK NOT FOUND   NGS
 HB0136
 HB0136                          STATION DESCRIPTION
 HB0136
 HB0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0136'1.3 MI NE FROM MEXICO.
 HB0136'1.3 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0136'STATION AT MEXICO, ABOUT 0.25 MILE NORTH OF MILE POST E 81, NEAR
 HB0136'THE CENTER OF A CURVE WITH TANGENTS SOUTH-SOUTHWEST AND NORTHWEST,
 HB0136'SET IN THE TOP OF A ROCK LEDGE, 28 FEET EAST OF THE EAST RAIL,
 HB0136'36 FEET NORTH OF A TELEPHONE POLE, 5 1/2 FEET EAST OF THE ROW
 HB0136'OF TELEPHONE POLE, AT A POINT ABOUT OPPOSITE TELEPHONE POLE NO.
 HB0136'2546 OF A LINE OF TELEPHONE POLES ALONG STATE HIGHWAY 91, ABOUT
 HB0136'140 FEET WEST OF THE HIGHWAY AND ABOUT 2 1/2 FEET ABOVE THE
 HB0136'TRACK.
 HB0136
 HB0136                          STATION RECOVERY (1985)
 HB0136
 HB0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2041 ***********************************************************************
 GY2041  DESIGNATION -  J 65
 GY2041  PID         -  GY2041
 GY2041  STATE/COUNTY-  KY/LESLIE
 GY2041  USGS QUAD   -  HYDEN EAST (1980)
 GY2041
 GY2041                         *CURRENT SURVEY CONTROL
 GY2041  ___________________________________________________________________
 GY2041* NAD 83(1986)-  37 10 41.     (N)    083 18 13.     (W)     SCALED    
 GY2041* NAVD 88     -       265.911  (meters)     872.41   (feet)  ADJUSTED  
 GY2041  ___________________________________________________________________
 GY2041  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GY2041  DYNAMIC HT  -         265.699 (meters)     871.71  (feet)  COMP
 GY2041  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 GY2041
 GY2041  VERT ORDER  -  SECOND    CLASS 0
 GY2041
 GY2041.The horizontal coordinates were scaled from a topographic map and have
 GY2041.an estimated accuracy of +/- 6 seconds.
 GY2041
 GY2041.The orthometric height was determined by differential leveling
 GY2041.and adjusted by the National Geodetic Survey in June 1991..
 GY2041
 GY2041.The geoid height was determined by GEOID03.
 GY2041
 GY2041.The dynamic height is computed by dividing the NAVD 88
 GY2041.geopotential number by the normal gravity value computed on the
 GY2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2041.degrees latitude (g = 980.6199 gals.).
 GY2041
 GY2041.The modeled gravity was interpolated from observed gravity values.
 GY2041
 GY2041;                    North         East    Units  Estimated Accuracy
 GY2041;SPC KY1Z     - 1,096,600.    1,717,220.      MT  (+/- 180 meters Scaled)
 GY2041
 GY2041                          SUPERSEDED SURVEY CONTROL
 GY2041
 GY2041  NGVD 29 (??/??/92)  266.075  (m)          872.95   (f) ADJ UNCH    2 0
 GY2041
 GY2041.Superseded values are not recommended for survey control.
 GY2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2041.See file dsdata.txt to determine how the superseded data were derived.
 GY2041
 GY2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB954171(NAD 83)
 GY2041_MARKER: DB = BENCH MARK DISK
 GY2041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2041_SP_SET: BRIDGE
 GY2041_STAMPING: J 65 1935 872.948
 GY2041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2041
 GY2041  HISTORY     - Date     Condition        Report By
 GY2041  HISTORY     - 1935     MONUMENTED       CGS
 GY2041  HISTORY     - 1952     GOOD             NGS
 GY2041  HISTORY     - 1957     POOR             NGS
 GY2041
 GY2041                          STATION DESCRIPTION
 GY2041
 GY2041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY2041'AT WOOTON.
 GY2041'AT WOOTON, ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 80 FROM
 GY2041'THE POST OFFICE, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 GY2041'ABUTMENT OF CONCRETE BRIDGE OVER WOOTON CREEK, 12 FEET NORTHWEST
 GY2041'OF CENTER LINE OF HIGHWAY, 0.7 FOOT NORTHWEST OF CONCRETE
 GY2041'RAILING AND ABOUT LEVEL WITH HIGHWAY.
 GY2041
 GY2041                          STATION RECOVERY (1957)
 GY2041
 GY2041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2041'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE5235 ***********************************************************************
 DE5235  DESIGNATION -  J 65 RESET
 DE5235  PID         -  DE5235
 DE5235  STATE/COUNTY-  KY/LESLIE
 DE5235  USGS QUAD   -  HYDEN EAST (1980)
 DE5235
 DE5235                         *CURRENT SURVEY CONTROL
 DE5235  ___________________________________________________________________
 DE5235* NAD 83(1986)-  37 10 41.     (N)    083 18 13.     (W)     SCALED    
 DE5235* NAVD 88     -       266.73   (meters)     875.1    (feet)  RESET     
 DE5235  ___________________________________________________________________
 DE5235  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DE5235
 DE5235  VERT ORDER  -  THIRD
 DE5235
 DE5235.The horizontal coordinates were scaled from a topographic map and have
 DE5235.an estimated accuracy of +/- 6 seconds.
 DE5235
 DE5235.The orthometric height was computed from unverified reset data.
 DE5235.No vertical observational check was made to the station.
 DE5235
 DE5235.The geoid height was determined by GEOID03.
 DE5235
 DE5235;                    North         East    Units  Estimated Accuracy
 DE5235;SPC KY1Z     - 1,096,600.    1,717,220.      MT  (+/- 180 meters Scaled)
 DE5235
 DE5235                          SUPERSEDED SURVEY CONTROL
 DE5235
 DE5235.No superseded survey control is available for this station.
 DE5235
 DE5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB954171(NAD 83)
 DE5235_MARKER: DV = VERTICAL CONTROL DISK
 DE5235_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE5235_SP_SET: BRIDGE ABUTMENT
 DE5235_STAMPING: J 65 1935 2002
 DE5235_MARK LOGO: NGS   
 DE5235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5235
 DE5235  HISTORY     - Date     Condition        Report By
 DE5235  HISTORY     - 2002     MONUMENTED       KYDT
 DE5235
 DE5235                          STATION DESCRIPTION
 DE5235
 DE5235'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 DE5235'6 MILES (9.7 KM) NORTHEAST ALONG KY. 80 FROM JUNCTION WITH U.S. 421 AT
 DE5235'HYDEN, ABOUT 3.6 MILES (5.8 KM) SOUTHWEST ALONG KY 80 FROM THE
 DE5235'LESLIE/PERRY COUNTY LINE, AT THE COMMINUTY OF WOOTEN.  A VERTICAL
 DE5235'CONTROL DISK SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 DE5235'ABUTMENT OF A 90 CONCRETE BRIDGE OVER SEXTON CREEK, 22.6 FEET (6.9 M)
 DE5235'SOUTHEAST OF THE CENTERLINE OF ROAD, 2.5 FEET (0.8 M) SOUTHEAST OF
 DE5235'SOUTHEAST FACE OF SOUTHEAST BARRIER WALL, ABOUT 1 FOOT (0.3 M) ABOVE
 DE5235'ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1004 ***********************************************************************
 GC1004  DESIGNATION -  J 66
 GC1004  PID         -  GC1004
 GC1004  STATE/COUNTY-  KY/WARREN
 GC1004  USGS QUAD   -  WOODBURN (1979)
 GC1004
 GC1004                         *CURRENT SURVEY CONTROL
 GC1004  ___________________________________________________________________
 GC1004* NAD 83(1986)-  36 49 14.     (N)    086 32 11.     (W)     SCALED    
 GC1004* NAVD 88     -       186.543  (meters)     612.02   (feet)  ADJUSTED  
 GC1004  ___________________________________________________________________
 GC1004  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GC1004  DYNAMIC HT  -         186.393 (meters)     611.52  (feet)  COMP
 GC1004  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 GC1004
 GC1004  VERT ORDER  -  SECOND    CLASS 0
 GC1004
 GC1004.The horizontal coordinates were scaled from a topographic map and have
 GC1004.an estimated accuracy of +/- 6 seconds.
 GC1004
 GC1004.The orthometric height was determined by differential leveling
 GC1004.and adjusted by the National Geodetic Survey in June 1991..
 GC1004
 GC1004.The geoid height was determined by GEOID03.
 GC1004
 GC1004.The dynamic height is computed by dividing the NAVD 88
 GC1004.geopotential number by the normal gravity value computed on the
 GC1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1004.degrees latitude (g = 980.6199 gals.).
 GC1004
 GC1004.The modeled gravity was interpolated from observed gravity values.
 GC1004
 GC1004;                    North         East    Units  Estimated Accuracy
 GC1004;SPC KY1Z     - 1,054,370.    1,429,830.      MT  (+/- 180 meters Scaled)
 GC1004
 GC1004                          SUPERSEDED SURVEY CONTROL
 GC1004
 GC1004  NGVD 29 (??/??/92)  186.661  (m)          612.40   (f) ADJ UNCH    2 0
 GC1004
 GC1004.Superseded values are not recommended for survey control.
 GC1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1004.See file dsdata.txt to determine how the superseded data were derived.
 GC1004
 GC1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF413750(NAD 83)
 GC1004_MARKER: DB = BENCH MARK DISK
 GC1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1004_STAMPING: J 66 1935
 GC1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1004+STABILITY: SURFACE MOTION
 GC1004
 GC1004  HISTORY     - Date     Condition        Report By
 GC1004  HISTORY     - 1935     MONUMENTED       CGS
 GC1004  HISTORY     - 20030709 MARK NOT FOUND   KYDT
 GC1004
 GC1004                          STATION DESCRIPTION
 GC1004
 GC1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC1004'1.7 MI S FROM WOODBURN.
 GC1004'1.7 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1004'FROM THE STATION AT WOODBURN, WARREN COUNTY, 32 YARDS NORTH OF
 GC1004'MILEPOST L 127, 26 YARDS SOUTHWEST OF SEMAPHORE 126.2, AT A
 GC1004'ROADS CROSSING, 25 FEET WEST OF THE WEST RAIL, 16 FEET NORTH OF
 GC1004'THE CENTERLINE OF THE GRAVEL ROAD, 3 FEET EAST OF A FENCE, AND
 GC1004'ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 GC1004'STAMPED J 66 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GC1004
 GC1004                          STATION RECOVERY (2003)
 GC1004
 GC1004'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1397 ***********************************************************************
 GZ1397  DESIGNATION -  J 67
 GZ1397  PID         -  GZ1397
 GZ1397  STATE/COUNTY-  KY/BOYLE
 GZ1397  USGS QUAD   -  GRAVEL SWITCH (1953)
 GZ1397
 GZ1397                         *CURRENT SURVEY CONTROL
 GZ1397  ___________________________________________________________________
 GZ1397* NAD 83(1986)-  37 35 33.     (N)    085 01 43.     (W)     SCALED    
 GZ1397* NAVD 88     -       287.526  (meters)     943.32   (feet)  ADJUSTED  
 GZ1397  ___________________________________________________________________
 GZ1397  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GZ1397  DYNAMIC HT  -         287.301 (meters)     942.59  (feet)  COMP
 GZ1397  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 GZ1397
 GZ1397  VERT ORDER  -  SECOND    CLASS 0
 GZ1397
 GZ1397.The horizontal coordinates were scaled from a topographic map and have
 GZ1397.an estimated accuracy of +/- 6 seconds.
 GZ1397
 GZ1397.The orthometric height was determined by differential leveling
 GZ1397.and adjusted by the National Geodetic Survey in June 1991..
 GZ1397
 GZ1397.The geoid height was determined by GEOID03.
 GZ1397
 GZ1397.The dynamic height is computed by dividing the NAVD 88
 GZ1397.geopotential number by the normal gravity value computed on the
 GZ1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1397.degrees latitude (g = 980.6199 gals.).
 GZ1397
 GZ1397.The modeled gravity was interpolated from observed gravity values.
 GZ1397
 GZ1397;                    North         East    Units  Estimated Accuracy
 GZ1397;SPC KY1Z     - 1,139,990.    1,563,700.      MT  (+/- 180 meters Scaled)
 GZ1397
 GZ1397                          SUPERSEDED SURVEY CONTROL
 GZ1397
 GZ1397  NGVD 29 (??/??/92)  287.666  (m)          943.78   (f) ADJ UNCH    2 0
 GZ1397
 GZ1397.Superseded values are not recommended for survey control.
 GZ1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1397.See file dsdata.txt to determine how the superseded data were derived.
 GZ1397
 GZ1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG740624(NAD 83)
 GZ1397_MARKER: DB = BENCH MARK DISK
 GZ1397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1397_SP_SET: CULVERT
 GZ1397_STAMPING: J 67 1935
 GZ1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1397
 GZ1397  HISTORY     - Date     Condition        Report By
 GZ1397  HISTORY     - 1935     MONUMENTED       CGS
 GZ1397  HISTORY     - 1983     GOOD             KYDT
 GZ1397
 GZ1397                          STATION DESCRIPTION
 GZ1397
 GZ1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ1397'AT ALICETON.
 GZ1397'AT ALICETON, BOYLE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GZ1397'RAILROAD, 13-1/2 RAILS EAST OF THE CROSSING OF THE ALICETON
 GZ1397'ROAD, 9-1/2 RAILS EAST OF MILEPOST L 81, 6-1/2 RAILS WEST OF A
 GZ1397'SECTIONHOUSE, 12 YARDS NORTH OF THE TRACK, IN THE TOP OF THE
 GZ1397'NORTH EAST CORNER OF A CULVERT, 3.7 FEET SOUTH OF A FENCE LINE,
 GZ1397'AND ABOUT 15 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 GZ1397'DISK, STAMPED J 67 1935.
 GZ1397
 GZ1397                          STATION RECOVERY (1983)
 GZ1397
 GZ1397'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1160 ***********************************************************************
 GZ1160  DESIGNATION -  J 68
 GZ1160  PID         -  GZ1160
 GZ1160  STATE/COUNTY-  KY/MERCER
 GZ1160  USGS QUAD   -  SALVISA (1976)
 GZ1160
 GZ1160                         *CURRENT SURVEY CONTROL
 GZ1160  ___________________________________________________________________
 GZ1160* NAD 83(1986)-  37 55 21.     (N)    084 52 19.     (W)     SCALED    
 GZ1160* NAVD 88     -       237.173  (meters)     778.13   (feet)  ADJUSTED  
 GZ1160  ___________________________________________________________________
 GZ1160  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 GZ1160  DYNAMIC HT  -         236.996 (meters)     777.54  (feet)  COMP
 GZ1160  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 GZ1160
 GZ1160  VERT ORDER  -  SECOND    CLASS 0
 GZ1160
 GZ1160.The horizontal coordinates were scaled from a topographic map and have
 GZ1160.an estimated accuracy of +/- 6 seconds.
 GZ1160
 GZ1160.The orthometric height was determined by differential leveling
 GZ1160.and adjusted by the National Geodetic Survey in June 1991..
 GZ1160
 GZ1160.The geoid height was determined by GEOID03.
 GZ1160
 GZ1160.The dynamic height is computed by dividing the NAVD 88
 GZ1160.geopotential number by the normal gravity value computed on the
 GZ1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1160.degrees latitude (g = 980.6199 gals.).
 GZ1160
 GZ1160.The modeled gravity was interpolated from observed gravity values.
 GZ1160
 GZ1160;                    North         East    Units  Estimated Accuracy
 GZ1160;SPC KY1Z     - 1,176,730.    1,577,190.      MT  (+/- 180 meters Scaled)
 GZ1160
 GZ1160                          SUPERSEDED SURVEY CONTROL
 GZ1160
 GZ1160  NGVD 29 (??/??/92)  237.321  (m)          778.61   (f) ADJ UNCH    2 0
 GZ1160
 GZ1160.Superseded values are not recommended for survey control.
 GZ1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1160.See file dsdata.txt to determine how the superseded data were derived.
 GZ1160
 GZ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG870993(NAD 83)
 GZ1160_MARKER: DB = BENCH MARK DISK
 GZ1160_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1160_SP_SET: ROCK OUTCROP
 GZ1160_STAMPING: J 68 1935
 GZ1160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1160+STABILITY: POSITION/ELEVATION WELL
 GZ1160
 GZ1160  HISTORY     - Date     Condition        Report By
 GZ1160  HISTORY     - 1935     MONUMENTED       CGS
 GZ1160
 GZ1160                          STATION DESCRIPTION
 GZ1160
 GZ1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ1160'8.3 MI S FROM LAWRENCEBURG.
 GZ1160'IN MERCER COUNTY, 8.3 MILES SOUTH ALONG THE SOUTHERN RAILWAY
 GZ1160'FROM THE STATION AT LAWRENCEBURG, ANDERSON COUNTY, 114 YARDS
 GZ1160'NORTH OF THE NORTH END OF THE SALVISA STATION, 28 FEET EAST OF
 GZ1160'THE EAST RAIL OF A SIDING, IN THE TOP OF A FLAT ROCK OUTCROP,
 GZ1160'AND ABOUT 6 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 GZ1160'J 68 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0822 ***********************************************************************
 HA0822  DESIGNATION -  J 69
 HA0822  PID         -  HA0822
 HA0822  STATE/COUNTY-  KY/CHRISTIAN
 HA0822  USGS QUAD   -  CROFTON (1969)
 HA0822
 HA0822                         *CURRENT SURVEY CONTROL
 HA0822  ___________________________________________________________________
 HA0822* NAD 83(1986)-  37 02 53.     (N)    087 29 09.     (W)     SCALED    
 HA0822* NAVD 88     -       184.405  (meters)     605.00   (feet)  ADJUSTED  
 HA0822  ___________________________________________________________________
 HA0822  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HA0822  DYNAMIC HT  -         184.264 (meters)     604.54  (feet)  COMP
 HA0822  MODELED GRAV-     979,859.1   (mgal)                       NAVD 88
 HA0822
 HA0822  VERT ORDER  -  SECOND    CLASS 0
 HA0822
 HA0822.The horizontal coordinates were scaled from a topographic map and have
 HA0822.an estimated accuracy of +/- 6 seconds.
 HA0822
 HA0822.The orthometric height was determined by differential leveling
 HA0822.and adjusted by the National Geodetic Survey in June 1991..
 HA0822
 HA0822.The geoid height was determined by GEOID03.
 HA0822
 HA0822.The dynamic height is computed by dividing the NAVD 88
 HA0822.geopotential number by the normal gravity value computed on the
 HA0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0822.degrees latitude (g = 980.6199 gals.).
 HA0822
 HA0822.The modeled gravity was interpolated from observed gravity values.
 HA0822
 HA0822;                    North         East    Units  Estimated Accuracy
 HA0822;SPC KY1Z     - 1,080,760.    1,345,600.      MT  (+/- 180 meters Scaled)
 HA0822
 HA0822                          SUPERSEDED SURVEY CONTROL
 HA0822
 HA0822  NGVD 29 (??/??/92)  184.472  (m)          605.22   (f) ADJ UNCH    2 0
 HA0822
 HA0822.Superseded values are not recommended for survey control.
 HA0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0822.See file dsdata.txt to determine how the superseded data were derived.
 HA0822
 HA0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG568003(NAD 83)
 HA0822_MARKER: DB = BENCH MARK DISK
 HA0822_SETTING: 0 = UNSPECIFIED SETTING
 HA0822_STAMPING: J 69 1935
 HA0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0822
 HA0822  HISTORY     - Date     Condition        Report By
 HA0822  HISTORY     - 1935     MONUMENTED       CGS
 HA0822  HISTORY     - 1951     GOOD             USGS
 HA0822
 HA0822                          STATION DESCRIPTION
 HA0822
 HA0822'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 HA0822'AT CROFTON.
 HA0822'AT CROFTON, CHRISTIAN COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0822'RAILROAD, 37 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE
 HA0822'STATION, 49 YARDS EAST OF THE EAST RAIL, 63 FEET SOUTHEAST OF
 HA0822'THE CENTER OF A ROAD CROSSING, IN THE WEST SIDE OF THE NORTHEAST
 HA0822'CORNER OF A BANK, 11.2 FEET NORTH OF THE CENTER OF A DOORWAY
 HA0822'OF THE BUILDING, AND 3.5 FEET ABOVE THE GROUND.  A STANDARD
 HA0822'DISK, STAMPED J 69 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1186 ***********************************************************************
 GC1186  DESIGNATION -  J 70
 GC1186  PID         -  GC1186
 GC1186  STATE/COUNTY-  KY/TODD
 GC1186  USGS QUAD   -  OLMSTEAD (1985)
 GC1186
 GC1186                         *CURRENT SURVEY CONTROL
 GC1186  ___________________________________________________________________
 GC1186* NAD 83(1986)-  36 48 09.     (N)    087 04 33.     (W)     SCALED    
 GC1186* NAVD 88     -       187.484  (meters)     615.10   (feet)  ADJUSTED  
 GC1186  ___________________________________________________________________
 GC1186  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GC1186  DYNAMIC HT  -         187.334 (meters)     614.61  (feet)  COMP
 GC1186  MODELED GRAV-     979,829.3   (mgal)                       NAVD 88
 GC1186
 GC1186  VERT ORDER  -  FIRST     CLASS I
 GC1186
 GC1186.The horizontal coordinates were scaled from a topographic map and have
 GC1186.an estimated accuracy of +/- 6 seconds.
 GC1186
 GC1186.The orthometric height was determined by differential leveling
 GC1186.and adjusted by the National Geodetic Survey in June 1991..
 GC1186.WARNING-Repeat measurements at this control monument indicate possible
 GC1186.vertical movement.
 GC1186
 GC1186.The geoid height was determined by GEOID03.
 GC1186
 GC1186.The dynamic height is computed by dividing the NAVD 88
 GC1186.geopotential number by the normal gravity value computed on the
 GC1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1186.degrees latitude (g = 980.6199 gals.).
 GC1186
 GC1186.The modeled gravity was interpolated from observed gravity values.
 GC1186
 GC1186;                    North         East    Units  Estimated Accuracy
 GC1186;SPC KY1Z     - 1,052,910.    1,381,680.      MT  (+/- 180 meters Scaled)
 GC1186
 GC1186                          SUPERSEDED SURVEY CONTROL
 GC1186
 GC1186  NGVD 29 (??/??/92)  187.567  (m)          615.38   (f) ADJ UNCH    1 1
 GC1186
 GC1186.Superseded values are not recommended for survey control.
 GC1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1186.See file dsdata.txt to determine how the superseded data were derived.
 GC1186
 GC1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF932729(NAD 83)
 GC1186_MARKER: DB = BENCH MARK DISK
 GC1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1186_STAMPING: J 70 1935
 GC1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1186+STABILITY: SURFACE MOTION
 GC1186
 GC1186  HISTORY     - Date     Condition        Report By
 GC1186  HISTORY     - 1935     MONUMENTED       CGS
 GC1186  HISTORY     - 1968     GOOD             NGS
 GC1186
 GC1186                          STATION DESCRIPTION
 GC1186
 GC1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1186'4.4 MI E FROM ELKTON.
 GC1186'ABOUT 4.45 MILES EAST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY
 GC1186'80 FROM THE TODD COUNTY COURTHOUSE AT ELKTON, 0.5 MILE WEST OF
 GC1186'THE COMMUNITY OF DAYSVILE, 42 1/2 FEET NORTH OF THE CENTERLINE
 GC1186'OF THE HIGHWAY, 106 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 GC1186'FRAME HOUSE, 80 FEET WEST OF THE CENTERLINE OF A PRIVATE
 GC1186'DRIVEWAY, 46 FEET SOUTHWEST OF A 30-INCH PINE TREE, 21 1/2 FEET
 GC1186'NORTHEAST OF A POWER POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 GC1186'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GC1186'POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0774 ***********************************************************************
 HA0774  DESIGNATION -  J 71
 HA0774  PID         -  HA0774
 HA0774  STATE/COUNTY-  KY/MUHLENBERG
 HA0774  USGS QUAD   -  DRAKESBORO (1982)
 HA0774
 HA0774                         *CURRENT SURVEY CONTROL
 HA0774  ___________________________________________________________________
 HA0774* NAD 83(1993)-  37 14 25.01306(N)    087 04 04.30281(W)     ADJUSTED  
 HA0774* NAVD 88     -       122.875  (meters)     403.13   (feet)  ADJUSTED  
 HA0774  ___________________________________________________________________
 HA0774  X           -     260,061.181 (meters)                     COMP
 HA0774  Y           -  -5,077,318.172 (meters)                     COMP
 HA0774  Z           -   3,838,712.235 (meters)                     COMP
 HA0774  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 HA0774  ELLIP HEIGHT-          92.62  (meters)          (01/09/97) GPS OBS
 HA0774  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HA0774  DYNAMIC HT  -         122.782 (meters)     402.83  (feet)  COMP
 HA0774  MODELED GRAV-     979,872.7   (mgal)                       NAVD 88
 HA0774
 HA0774  HORZ ORDER  -  FIRST
 HA0774  VERT ORDER  -  SECOND    CLASS 0
 HA0774  ELLP ORDER  -  FOURTH    CLASS I
 HA0774
 HA0774.The horizontal coordinates were established by GPS observations
 HA0774.and adjusted by the National Geodetic Survey in January 1997..
 HA0774
 HA0774.The orthometric height was determined by differential leveling
 HA0774.and adjusted by the National Geodetic Survey in June 1991..
 HA0774
 HA0774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA0774
 HA0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0774
 HA0774.The ellipsoidal height was determined by GPS observations
 HA0774.and is referenced to NAD 83.
 HA0774
 HA0774.The geoid height was determined by GEOID03.
 HA0774
 HA0774.The dynamic height is computed by dividing the NAVD 88
 HA0774.geopotential number by the normal gravity value computed on the
 HA0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0774.degrees latitude (g = 980.6199 gals.).
 HA0774
 HA0774.The modeled gravity was interpolated from observed gravity values.
 HA0774
 HA0774;                    North         East     Units Scale Factor Converg.
 HA0774;SPC KY1Z     - 1,101,482.465 1,383,072.908   MT  0.99996614   -0 48 32.8
 HA0774;SPC KY1Z     - 3,613,780.39  4,537,631.70   sFT  0.99996614   -0 48 32.8
 HA0774;SPC KY S     -   601,462.971   383,075.082   MT  0.99994674   -0 47 57.2
 HA0774;SPC KY S     - 1,973,299.76  1,256,805.50   sFT  0.99994674   -0 47 57.2
 HA0774;UTM  16      - 4,121,530.266   493,980.968   MT  0.99960045   -0 02 27.8
 HA0774
 HA0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0774!SPC KY1Z     -   0.99998547  x   0.99996614  =   0.99995161
 HA0774!SPC KY S     -   0.99998547  x   0.99994674  =   0.99993221
 HA0774!UTM  16      -   0.99998547  x   0.99960045  =   0.99958592
 HA0774
 HA0774                          SUPERSEDED SURVEY CONTROL
 HA0774
 HA0774  NAVD 88 (01/09/97)  122.88   (m)          403.1    (f) LEVELING    3  
 HA0774  NGVD 29 (??/??/92)  122.991  (m)          403.51   (f) ADJ UNCH    2 0
 HA0774
 HA0774.Superseded values are not recommended for survey control.
 HA0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0774.See file dsdata.txt to determine how the superseded data were derived.
 HA0774
 HA0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9398121530(NAD 83)
 HA0774_MARKER: DB = BENCH MARK DISK
 HA0774_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0774_SP_SET: BRIDGE
 HA0774_STAMPING: J 71 1935
 HA0774_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0774+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 HA0774
 HA0774  HISTORY     - Date     Condition        Report By
 HA0774  HISTORY     - 1935     MONUMENTED       CGS
 HA0774  HISTORY     - 1943     GOOD             NGS
 HA0774  HISTORY     - 19951101 GOOD             LOWE
 HA0774  HISTORY     - 20011008 GOOD             KYDT
 HA0774
 HA0774                          STATION DESCRIPTION
 HA0774
 HA0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0774'0.8 MI SE FROM BEVIER.
 HA0774'0.8 MILE SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0774'FROM THE STATION AT BEVIER, MUHLENBERG COUNTY, 88 YARDS NORTHEAST
 HA0774'OF THE CENTERLINE OF THE TRACK, 80 YARDS SOUTH ACROSS STATE
 HA0774'HIGHWAY 75 FROM THE ABANDONED SITE OF A SMALL COAL MINE, AT A
 HA0774'43-FOOT CONCRETE BRIDGE ON STATE HIGHWAY 75, IN THE TOP OF
 HA0774'THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT, 11.8 FEET SOUTHWEST
 HA0774'OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 HA0774'A STANDARD DISK, STAMPED J 71 1935.
 HA0774
 HA0774                          STATION RECOVERY (1995)
 HA0774
 HA0774'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HA0774'RECOVERED, EXCEPT A NEW TO REACH FOLLOWS,  STATION IS LOCATED ABOUT
 HA0774'8.0 KM (4.95 MI) WEST OF THE TOWN OF DRAKESBORO.  TO REACH THE STATION
 HA0774'FROM THE INTERSECTION OF THE WESTERN KENTUCKY PARKWAY AND STATE
 HA0774'HIGHWAY 431 (EXIT 58) IN CENTRAL CITY.  GO SOUTH ON STATE HIGHWAY 431
 HA0774'6.4 KM (3.95 MI) TO THE SECOND INTERSECTION OF COUNTY ROAD 2017 AND
 HA0774'STATE HIGHWAY 431 ON THE LEFT.  TURN LEFT AND GO EAST-NORTHEAST ON
 HA0774'COUNTY ROAD 2017 FOR 2.7 KM (1.65 MI) TO A BRIDGE OVER A SMALL STREAM
 HA0774'AND STATION ON THE LEFT.  STATION IS A CGS BRASS DISK SET IN A DRILL
 HA0774'HOLE IN THE SOUTHWEST END OF THE SOUTHEAST CORNER OF THE CONCRETE
 HA0774'BRIDGE ABUTMENT.  STATION IS 3.6 M (11.8 FT) SOUTHEAST FROM THE
 HA0774'CENTERLINE OF COUNTY ROAD 2017. 80.46 M (263.98 FT) NORTHEAST FROM THE
 HA0774'CENTERLINE OF THE RAILROAD TRACKS.
 HA0774
 HA0774                          STATION RECOVERY (2001)
 HA0774
 HA0774'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (HE)
 HA0774'MARK IS ALSO REACHED BY GOING 1 MILE SOUTH ALONG US 431 FROM JUNCTION
 HA0774'WITH WESTERN KENTUCKY PARKWAY, EXIT 58, THENCE 3.15 MILES SOUTHEAST
 HA0774'ALONG KY 2107 TO BRIDGE OVER A SMALL STREAM AND THE MARK ON THE RIGHT.
 HA0774' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0579 ***********************************************************************
 HA0579  DESIGNATION -  J 72
 HA0579  PID         -  HA0579
 HA0579  STATE/COUNTY-  KY/DAVIESS
 HA0579  USGS QUAD   -  UTICA (1983)
 HA0579
 HA0579                         *CURRENT SURVEY CONTROL
 HA0579  ___________________________________________________________________
 HA0579* NAD 83(1986)-  37 36 14.     (N)    087 06 49.     (W)     SCALED    
 HA0579* NAVD 88     -       126.556  (meters)     415.21   (feet)  ADJUSTED  
 HA0579  ___________________________________________________________________
 HA0579  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HA0579  DYNAMIC HT  -         126.467 (meters)     414.92  (feet)  COMP
 HA0579  MODELED GRAV-     979,922.7   (mgal)                       NAVD 88
 HA0579
 HA0579  VERT ORDER  -  SECOND    CLASS 0
 HA0579
 HA0579.The horizontal coordinates were scaled from a topographic map and have
 HA0579.an estimated accuracy of +/- 6 seconds.
 HA0579
 HA0579.The orthometric height was determined by differential leveling
 HA0579.and adjusted by the National Geodetic Survey in June 1991..
 HA0579
 HA0579.The geoid height was determined by GEOID03.
 HA0579
 HA0579.The dynamic height is computed by dividing the NAVD 88
 HA0579.geopotential number by the normal gravity value computed on the
 HA0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0579.degrees latitude (g = 980.6199 gals.).
 HA0579
 HA0579.The modeled gravity was interpolated from observed gravity values.
 HA0579
 HA0579;                    North         East    Units  Estimated Accuracy
 HA0579;SPC KY1Z     - 1,141,890.    1,379,600.      MT  (+/- 180 meters Scaled)
 HA0579
 HA0579                          SUPERSEDED SURVEY CONTROL
 HA0579
 HA0579  NGVD 29 (??/??/92)  126.661  (m)          415.55   (f) ADJ UNCH    2 0
 HA0579
 HA0579.Superseded values are not recommended for survey control.
 HA0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0579.See file dsdata.txt to determine how the superseded data were derived.
 HA0579
 HA0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG899618(NAD 83)
 HA0579_MARKER: DB = BENCH MARK DISK
 HA0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0579_STAMPING: J 72 1935
 HA0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0579+STABILITY: SURFACE MOTION
 HA0579
 HA0579  HISTORY     - Date     Condition        Report By
 HA0579  HISTORY     - 1935     MONUMENTED       CGS
 HA0579
 HA0579                          STATION DESCRIPTION
 HA0579
 HA0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0579'AT UTICA.
 HA0579'AT UTICA, DAVIESS COUNTY, ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 HA0579'12 RAILS NORTHWEST OF THE STATION, AT A ROAD CROSSING, 66 FEET EAST
 HA0579'OF THE W.T. BIRKHEAD HOUSE IN 1935, 31 FEET NORTHWEST OF THE
 HA0579'CENTERLINE OF THE CALHOUN ROAD, 28.6 FEET SOUTHWEST OF THE SOUTHWEST
 HA0579'RAIL, 19.5 FEET NORTHEAST OF A 30-INCH BOX ELDER TREE, AND ABOUT
 HA0579'ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 72 1935
 HA0579'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0314 ***********************************************************************
 HA0314  DESIGNATION -  J 73
 HA0314  PID         -  HA0314
 HA0314  STATE/COUNTY-  KY/BUTLER
 HA0314  USGS QUAD   -  CROMWELL (1971)
 HA0314
 HA0314                         *CURRENT SURVEY CONTROL
 HA0314  ___________________________________________________________________
 HA0314* NAD 83(1986)-  37 16 09.     (N)    086 45 01.     (W)     SCALED    
 HA0314* NAVD 88     -       142.244  (meters)     466.68   (feet)  ADJUSTED  
 HA0314  ___________________________________________________________________
 HA0314  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HA0314  DYNAMIC HT  -         142.136 (meters)     466.32  (feet)  COMP
 HA0314  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 HA0314
 HA0314  VERT ORDER  -  SECOND    CLASS 0
 HA0314
 HA0314.The horizontal coordinates were scaled from a topographic map and have
 HA0314.an estimated accuracy of +/- 6 seconds.
 HA0314
 HA0314.The orthometric height was determined by differential leveling
 HA0314.and adjusted by the National Geodetic Survey in June 1991..
 HA0314
 HA0314.The geoid height was determined by GEOID03.
 HA0314
 HA0314.The dynamic height is computed by dividing the NAVD 88
 HA0314.geopotential number by the normal gravity value computed on the
 HA0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0314.degrees latitude (g = 980.6199 gals.).
 HA0314
 HA0314.The modeled gravity was interpolated from observed gravity values.
 HA0314
 HA0314;                    North         East    Units  Estimated Accuracy
 HA0314;SPC KY1Z     - 1,104,340.    1,411,280.      MT  (+/- 180 meters Scaled)
 HA0314
 HA0314                          SUPERSEDED SURVEY CONTROL
 HA0314
 HA0314  NGVD 29 (??/??/92)  142.356  (m)          467.05   (f) ADJ UNCH    2 0
 HA0314
 HA0314.Superseded values are not recommended for survey control.
 HA0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0314.See file dsdata.txt to determine how the superseded data were derived.
 HA0314
 HA0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG221247(NAD 83)
 HA0314_MARKER: DB = BENCH MARK DISK
 HA0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0314_STAMPING: J 73 1935
 HA0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0314+STABILITY: SURFACE MOTION
 HA0314
 HA0314  HISTORY     - Date     Condition        Report By
 HA0314  HISTORY     - 1935     MONUMENTED       CGS
 HA0314  HISTORY     - 1940     GOOD             NGS
 HA0314
 HA0314                          STATION DESCRIPTION
 HA0314
 HA0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HA0314'1.2 MI SE FROM LOGANSPORT.
 HA0314'1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 231 FROM THE POST OFFICE AT
 HA0314'LOGANSPORT, BUTLER COUNTY, 120 FEET NORTHWEST OF THE NORTHWEST
 HA0314'CORNER OF THE BAPTIST CHURCH, IN THE SOUTHEAST CORNER OF A CEMETERY,
 HA0314'36.1 FEET EAST OF THE CENTER OF A GATE TO THE CEMETERY, 79.3 FEET
 HA0314'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.7 FOOT EAST OF
 HA0314'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 73 1935
 HA0314'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 HA0314'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0059 ***********************************************************************
 GC0059  DESIGNATION -  J 74
 GC0059  PID         -  GC0059
 GC0059  STATE/COUNTY-  KY/WARREN
 GC0059  USGS QUAD   -  POLKVILLE (1954)
 GC0059
 GC0059                         *CURRENT SURVEY CONTROL
 GC0059  ___________________________________________________________________
 GC0059* NAD 83(1986)-  36 54 27.     (N)    086 22 14.     (W)     SCALED    
 GC0059* NAVD 88     -       176.207  (meters)     578.11   (feet)  ADJUSTED  
 GC0059  ___________________________________________________________________
 GC0059  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GC0059  DYNAMIC HT  -         176.069 (meters)     577.65  (feet)  COMP
 GC0059  MODELED GRAV-     979,847.1   (mgal)                       NAVD 88
 GC0059
 GC0059  VERT ORDER  -  SECOND    CLASS 0
 GC0059
 GC0059.The horizontal coordinates were scaled from a topographic map and have
 GC0059.an estimated accuracy of +/- 6 seconds.
 GC0059
 GC0059.The orthometric height was determined by differential leveling
 GC0059.and adjusted by the National Geodetic Survey in June 1991..
 GC0059
 GC0059.The geoid height was determined by GEOID03.
 GC0059
 GC0059.The dynamic height is computed by dividing the NAVD 88
 GC0059.geopotential number by the normal gravity value computed on the
 GC0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0059.degrees latitude (g = 980.6199 gals.).
 GC0059
 GC0059.The modeled gravity was interpolated from observed gravity values.
 GC0059
 GC0059;                    North         East    Units  Estimated Accuracy
 GC0059;SPC KY1Z     - 1,063,910.    1,444,690.      MT  (+/- 180 meters Scaled)
 GC0059
 GC0059                          SUPERSEDED SURVEY CONTROL
 GC0059
 GC0059  NGVD 29 (??/??/92)  176.336  (m)          578.53   (f) ADJ UNCH    2 0
 GC0059
 GC0059.Superseded values are not recommended for survey control.
 GC0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0059.See file dsdata.txt to determine how the superseded data were derived.
 GC0059
 GC0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF560847(NAD 83)
 GC0059_MARKER: DB = BENCH MARK DISK
 GC0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0059_STAMPING: J 74 1935
 GC0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0059+STABILITY: SURFACE MOTION
 GC0059
 GC0059  HISTORY     - Date     Condition        Report By
 GC0059  HISTORY     - 1935     MONUMENTED       CGS
 GC0059  HISTORY     - 20020911 MARK NOT FOUND   KYDT
 GC0059
 GC0059                          STATION DESCRIPTION
 GC0059
 GC0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0059'2.4 MI NW FROM ALVATON.
 GC0059'2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 231 FROM THE POST OFFICE
 GC0059'AT ALVATON, WARREN COUNTY, ABOUT 500 YARDS SOUTH OF A SMALL
 GC0059'BUNGALOW, 31 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GC0059'2 FEET NORTHEAST OF A WIRE FENCE, AND LEVEL WITH THE HIGHWAY.
 GC0059'A STANDARD DISK, STAMPED J 74 1935 AND SET IN THE TOP OF A CONCRETE
 GC0059'POST.
 GC0059
 GC0059                          STATION RECOVERY (2002)
 GC0059
 GC0059'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GC0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0090 ***********************************************************************
 HA0090  DESIGNATION -  J 76
 HA0090  PID         -  HA0090
 HA0090  STATE/COUNTY-  KY/GRAYSON
 HA0090  USGS QUAD   -  MADRID (1993)
 HA0090
 HA0090                         *CURRENT SURVEY CONTROL
 HA0090  ___________________________________________________________________
 HA0090* NAD 83(1986)-  37 33 20.     (N)    086 17 39.     (W)     SCALED    
 HA0090* NAVD 88     -       186.050  (meters)     610.40   (feet)  ADJUSTED  
 HA0090  ___________________________________________________________________
 HA0090  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HA0090  DYNAMIC HT  -         185.914 (meters)     609.95  (feet)  COMP
 HA0090  MODELED GRAV-     979,893.8   (mgal)                       NAVD 88
 HA0090
 HA0090  VERT ORDER  -  SECOND    CLASS 0
 HA0090
 HA0090.The horizontal coordinates were scaled from a topographic map and have
 HA0090.an estimated accuracy of +/- 6 seconds.
 HA0090
 HA0090.The orthometric height was determined by differential leveling
 HA0090.and adjusted by the National Geodetic Survey in June 1991..
 HA0090
 HA0090.The geoid height was determined by GEOID03.
 HA0090
 HA0090.The dynamic height is computed by dividing the NAVD 88
 HA0090.geopotential number by the normal gravity value computed on the
 HA0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0090.degrees latitude (g = 980.6199 gals.).
 HA0090
 HA0090.The modeled gravity was interpolated from observed gravity values.
 HA0090
 HA0090;                    North         East    Units  Estimated Accuracy
 HA0090;SPC KY1Z     - 1,135,790.    1,451,920.      MT  (+/- 180 meters Scaled)
 HA0090
 HA0090                          SUPERSEDED SURVEY CONTROL
 HA0090
 HA0090  NGVD 29 (??/??/92)  186.181  (m)          610.83   (f) ADJ UNCH    2 0
 HA0090
 HA0090.Superseded values are not recommended for survey control.
 HA0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0090.See file dsdata.txt to determine how the superseded data were derived.
 HA0090
 HA0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG623567(NAD 83)
 HA0090_MARKER: DB = BENCH MARK DISK
 HA0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0090_SP_SET: CULVERT
 HA0090_STAMPING: J 76 1935
 HA0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0090
 HA0090  HISTORY     - Date     Condition        Report By
 HA0090  HISTORY     - 1935     MONUMENTED       CGS
 HA0090
 HA0090                          STATION DESCRIPTION
 HA0090
 HA0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0090'5.3 MI N FROM LEITCHFIELD.
 HA0090'5.3 MILES NORTH ALONG STATE HIGHWAY 65 FROM LEITCHFIELD, GRAYSON
 HA0090'COUNTY, 92 YARDS SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING
 HA0090'TO THE CLARENCE GANNEWAY HOUSE, AT A CONCRETE CULVERT OVER
 HA0090'FLAT ROCK BRANCH, IN THE TOP OF THE SOUTH END OF THE EAST
 HA0090'HEADWALL, 23.4 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 HA0090'ABOUT 6-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 HA0090'STAMPED J 76 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0749 ***********************************************************************
 HA0749  DESIGNATION -  J 79
 HA0749  PID         -  HA0749
 HA0749  STATE/COUNTY-  KY/OHIO
 HA0749  USGS QUAD   -  EQUALITY (1983)
 HA0749
 HA0749                         *CURRENT SURVEY CONTROL
 HA0749  ___________________________________________________________________
 HA0749* NAD 83(1986)-  37 23 59.     (N)    087 03 17.     (W)     SCALED    
 HA0749* NAVD 88     -       124.462  (meters)     408.34   (feet)  ADJUSTED  
 HA0749  ___________________________________________________________________
 HA0749  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HA0749  DYNAMIC HT  -         124.370 (meters)     408.04  (feet)  COMP
 HA0749  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 HA0749
 HA0749  VERT ORDER  -  SECOND    CLASS 0
 HA0749
 HA0749.The horizontal coordinates were scaled from a topographic map and have
 HA0749.an estimated accuracy of +/- 6 seconds.
 HA0749
 HA0749.The orthometric height was determined by differential leveling
 HA0749.and adjusted by the National Geodetic Survey in June 1991..
 HA0749
 HA0749.The geoid height was determined by GEOID03.
 HA0749
 HA0749.The dynamic height is computed by dividing the NAVD 88
 HA0749.geopotential number by the normal gravity value computed on the
 HA0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0749.degrees latitude (g = 980.6199 gals.).
 HA0749
 HA0749.The modeled gravity was interpolated from observed gravity values.
 HA0749
 HA0749;                    North         East    Units  Estimated Accuracy
 HA0749;SPC KY1Z     - 1,119,160.    1,384,490.      MT  (+/- 180 meters Scaled)
 HA0749
 HA0749                          SUPERSEDED SURVEY CONTROL
 HA0749
 HA0749  NGVD 29 (??/??/92)  124.564  (m)          408.67   (f) ADJ UNCH    2 0
 HA0749
 HA0749.Superseded values are not recommended for survey control.
 HA0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0749.See file dsdata.txt to determine how the superseded data were derived.
 HA0749
 HA0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG951392(NAD 83)
 HA0749_MARKER: DB = BENCH MARK DISK
 HA0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0749_STAMPING: J 79 1935
 HA0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0749+STABILITY: SURFACE MOTION
 HA0749
 HA0749  HISTORY     - Date     Condition        Report By
 HA0749  HISTORY     - 1935     MONUMENTED       CGS
 HA0749
 HA0749                          STATION DESCRIPTION
 HA0749
 HA0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0749'3.9 MI SW FROM CENTERTOWN.
 HA0749'3.9 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0749'FROM THE STATION AT CENTERTOWN, OHIO COUNTY, 0.8 MILE EAST OF THE
 HA0749'STATION AT KRONOS, 0.3 MILE EAST OF MILEPOST 114, AT THE SOUTH
 HA0749'ABUTMENT OF A HIGHWAY BRIDGE, IN THE TOP OF THE NORTHWEST CORNER OF
 HA0749'THE CONCRETE BASE OF THE SECOND PILLAR FROM THE WEST END, 4 INCHES
 HA0749'NORTHWEST OF THE NORTHWEST CORNER OF THE PEDESTAL, 11.2 FEET
 HA0749'SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE TRACK.  A STANDARD
 HA0749'DISK, STAMPED J 79 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1086 ***********************************************************************
 GC1086  DESIGNATION -  J 8
 GC1086  PID         -  GC1086
 GC1086  STATE/COUNTY-  KY/CHRISTIAN
 GC1086  USGS QUAD   -  HOPKINSVILLE (1982)
 GC1086
 GC1086                         *CURRENT SURVEY CONTROL
 GC1086  ___________________________________________________________________
 GC1086* NAD 83(1986)-  36 50 27.     (N)    087 29 55.     (W)     SCALED    
 GC1086* NAVD 88     -       171.970  (meters)     564.20   (feet)  ADJUSTED  
 GC1086  ___________________________________________________________________
 GC1086  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC1086  DYNAMIC HT  -         171.834 (meters)     563.76  (feet)  COMP
 GC1086  MODELED GRAV-     979,835.9   (mgal)                       NAVD 88
 GC1086
 GC1086  VERT ORDER  -  FIRST     CLASS II
 GC1086
 GC1086.The horizontal coordinates were scaled from a topographic map and have
 GC1086.an estimated accuracy of +/- 6 seconds.
 GC1086
 GC1086.The orthometric height was determined by differential leveling
 GC1086.and adjusted by the National Geodetic Survey in June 1991..
 GC1086
 GC1086.The geoid height was determined by GEOID03.
 GC1086
 GC1086.The dynamic height is computed by dividing the NAVD 88
 GC1086.geopotential number by the normal gravity value computed on the
 GC1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1086.degrees latitude (g = 980.6199 gals.).
 GC1086
 GC1086.The modeled gravity was interpolated from observed gravity values.
 GC1086
 GC1086;                    North         East    Units  Estimated Accuracy
 GC1086;SPC KY1Z     - 1,057,790.    1,344,030.      MT  (+/- 180 meters Scaled)
 GC1086
 GC1086                          SUPERSEDED SURVEY CONTROL
 GC1086
 GC1086  NGVD 29 (??/??/92)  172.039  (m)          564.43   (f) ADJ UNCH    1 2
 GC1086
 GC1086.Superseded values are not recommended for survey control.
 GC1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1086.See file dsdata.txt to determine how the superseded data were derived.
 GC1086
 GC1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF555773(NAD 83)
 GC1086_MARKER: DB = BENCH MARK DISK
 GC1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1086_STAMPING: J 8 1921
 GC1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1086+STABILITY: SURFACE MOTION
 GC1086
 GC1086  HISTORY     - Date     Condition        Report By
 GC1086  HISTORY     - 1921     MONUMENTED       CGS
 GC1086  HISTORY     - 1949     GOOD             NGS
 GC1086
 GC1086                          STATION DESCRIPTION
 GC1086
 GC1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1086'2 MI S FROM HOPKINSVILLE.
 GC1086'2.0 MILES SOUTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1086'JUNCTION OF THE ILLINOIS CENTRAL RAILROAD AT HOPKINSVILLE,
 GC1086'AT THE CROSSING OF STATE HIGHWAY 107, 43 FEET EAST OF THE EAST
 GC1086'RAIL, 148 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE CROSSING,
 GC1086'12 FEET WEST OF THE CENTER LINE OF A DRIVE PARALLELING THE TRACK,
 GC1086'19.5 FEET WEST OF A FENCE LINE, 5 FEET WEST OF A LINE OF LARGE
 GC1086'CATALPA TREES, 96 FEET SOUTHEAST AND ACROSS THE TRACK FROM THE
 GC1086'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF A WHITE WOODEN
 GC1086'WITNESS POST, 2 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A
 GC1086'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0358 ***********************************************************************
 HA0358  DESIGNATION -  J 80
 HA0358  PID         -  HA0358
 HA0358  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0358  USGS QUAD   -  GLEN DEAN (1993)
 HA0358
 HA0358                         *CURRENT SURVEY CONTROL
 HA0358  ___________________________________________________________________
 HA0358* NAD 83(1986)-  37 39 12.     (N)    086 32 30.     (W)     SCALED    
 HA0358* NAVD 88     -       142.577  (meters)     467.77   (feet)  POSTED    
 HA0358  ___________________________________________________________________
 HA0358  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HA0358  DYNAMIC HT  -         142.470 (meters)     467.42  (feet)  COMP
 HA0358  MODELED GRAV-     979,907.1   (mgal)                       NAVD 88
 HA0358
 HA0358  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 HA0358
 HA0358.The horizontal coordinates were scaled from a topographic map and have
 HA0358.an estimated accuracy of +/- 6 seconds.
 HA0358
 HA0358.The orthometric height was determined by differential leveling
 HA0358.and adjusted by the National Geodetic Survey in 1992..
 HA0358.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 HA0358.rate greater than 8.0 mm/km.
 HA0358
 HA0358.The geoid height was determined by GEOID03.
 HA0358
 HA0358.The dynamic height is computed by dividing the NAVD 88
 HA0358.geopotential number by the normal gravity value computed on the
 HA0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0358.degrees latitude (g = 980.6199 gals.).
 HA0358
 HA0358.The modeled gravity was interpolated from observed gravity values.
 HA0358
 HA0358;                    North         East    Units  Estimated Accuracy
 HA0358;SPC KY1Z     - 1,146,790.    1,430,150.      MT  (+/- 180 meters Scaled)
 HA0358
 HA0358                          SUPERSEDED SURVEY CONTROL
 HA0358
 HA0358  NGVD 29 (??/??/92)  142.723  (m)          468.25   (f) ADJ UNCH    2 0
 HA0358
 HA0358.Superseded values are not recommended for survey control.
 HA0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0358.See file dsdata.txt to determine how the superseded data were derived.
 HA0358
 HA0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG404674(NAD 83)
 HA0358_MARKER: DB = BENCH MARK DISK
 HA0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0358_STAMPING: J 80 1935
 HA0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0358+STABILITY: SURFACE MOTION
 HA0358
 HA0358  HISTORY     - Date     Condition        Report By
 HA0358  HISTORY     - 1935     MONUMENTED       CGS
 HA0358
 HA0358                          STATION DESCRIPTION
 HA0358
 HA0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0358'AT GLEN DEAN.
 HA0358'AT GLEN DEAN, BRECKINRIDGE COUNTY, ON THE ABANDONED LOUISVILLE
 HA0358'AND NASHVILLE RAILROAD, 43.5 FEET SOUTH OF THE SOUTH SIDE OF THE
 HA0358'FORMER STATION, 69.8 FEET WEST OF THE WEST SIDE OF THE POST
 HA0358'OFFICE, 29.7 FEET EAST OF THE ROADBED, 8 FEET EAST OF THE WEST
 HA0358'WALL OF THE STATION PARK, 2.5 FEET NORTH OF THE SOUTH WALL,
 HA0358'AND ABOUT 2-1/2 FEET HIGHER THAN THE ROADBED.  A STANDARD DISK,
 HA0358'STAMPED J 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0829 ***********************************************************************
 GY0829  DESIGNATION -  J 83
 GY0829  PID         -  GY0829
 GY0829  STATE/COUNTY-  KY/PIKE
 GY0829  USGS QUAD   -  JENKINS EAST (1992)
 GY0829
 GY0829                         *CURRENT SURVEY CONTROL
 GY0829  ___________________________________________________________________
 GY0829* NAD 83(1986)-  37 14 18.     (N)    082 34 09.     (W)     SCALED    
 GY0829* NAVD 88     -       381.259  (meters)    1250.85   (feet)  ADJUSTED  
 GY0829  ___________________________________________________________________
 GY0829  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GY0829  DYNAMIC HT  -         380.944 (meters)    1249.81  (feet)  COMP
 GY0829  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 GY0829
 GY0829  VERT ORDER  -  SECOND    CLASS 0
 GY0829
 GY0829.The horizontal coordinates were scaled from a topographic map and have
 GY0829.an estimated accuracy of +/- 6 seconds.
 GY0829
 GY0829.The orthometric height was determined by differential leveling
 GY0829.and adjusted by the National Geodetic Survey in June 1991..
 GY0829
 GY0829.The geoid height was determined by GEOID03.
 GY0829
 GY0829.The dynamic height is computed by dividing the NAVD 88
 GY0829.geopotential number by the normal gravity value computed on the
 GY0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0829.degrees latitude (g = 980.6199 gals.).
 GY0829
 GY0829.The modeled gravity was interpolated from observed gravity values.
 GY0829
 GY0829;                    North         East    Units  Estimated Accuracy
 GY0829;SPC KY1Z     - 1,105,250.    1,782,180.      MT  (+/- 180 meters Scaled)
 GY0829
 GY0829                          SUPERSEDED SURVEY CONTROL
 GY0829
 GY0829  NGVD 29 (??/??/92)  381.422  (m)         1251.38   (f) ADJ UNCH    2 0
 GY0829
 GY0829.Superseded values are not recommended for survey control.
 GY0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0829.See file dsdata.txt to determine how the superseded data were derived.
 GY0829
 GY0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB608224(NAD 83)
 GY0829_MARKER: DB = BENCH MARK DISK
 GY0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0829_STAMPING: J 83 1935 1251.382
 GY0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0829+STABILITY: SURFACE MOTION
 GY0829
 GY0829  HISTORY     - Date     Condition        Report By
 GY0829  HISTORY     - 1935     MONUMENTED       CGS
 GY0829  HISTORY     - 1956     GOOD             NGS
 GY0829
 GY0829                          STATION DESCRIPTION
 GY0829
 GY0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0829'2 MI N FROM SHELBY GAP.
 GY0829'2.0 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY0829'STATION SIGN AT SHELBY GAP, AT A CROSSING OF U.S. HIGHWAY 23, AT
 GY0829'THE NORTHEAST CORNER OF YARD OF HOME OF SAM POTTER, 7 RAILS
 GY0829'NORTH OF BRIDGE NO. 208, 48 FEET SOUTHWEST OF WEST END OF A 40-INCH
 GY0829'PIPE CULVERT UNDER HIGHWAY AND TRACK, 42 FEET WEST OF THE CENTER
 GY0829'OF CROSSING OF HIGHWAY AND TRACK, 7 FEET SOUTH OF CENTER OF DRIVE
 GY0829'TO THE POTTER FARM, 2 FEET NORTH OF A BOARD FENCE, 7 FEET WEST OF
 GY0829'A FENCE CORNER, IN THE TOP OF A CONCRETE POST, ABOUT 1 FOOT ABOVE
 GY0829'LEVEL OF CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0830 ***********************************************************************
 HY0830  DESIGNATION -  J 84
 HY0830  PID         -  HY0830
 HY0830  STATE/COUNTY-  KY/BOYD
 HY0830  USGS QUAD   -  BURNAUGH (1989)
 HY0830
 HY0830                         *CURRENT SURVEY CONTROL
 HY0830  ___________________________________________________________________
 HY0830* NAD 83(1986)-  38 19 31.     (N)    082 34 49.     (W)     SCALED    
 HY0830* NAVD 88     -       171.896  (meters)     563.96   (feet)  ADJUSTED  
 HY0830  ___________________________________________________________________
 HY0830  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HY0830  DYNAMIC HT  -         171.779 (meters)     563.58  (feet)  COMP
 HY0830  MODELED GRAV-     979,942.6   (mgal)                       NAVD 88
 HY0830
 HY0830  VERT ORDER  -  SECOND    CLASS 0
 HY0830
 HY0830.The horizontal coordinates were scaled from a topographic map and have
 HY0830.an estimated accuracy of +/- 6 seconds.
 HY0830
 HY0830.The orthometric height was determined by differential leveling
 HY0830.and adjusted by the National Geodetic Survey in June 1991..
 HY0830
 HY0830.The geoid height was determined by GEOID03.
 HY0830
 HY0830.The dynamic height is computed by dividing the NAVD 88
 HY0830.geopotential number by the normal gravity value computed on the
 HY0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0830.degrees latitude (g = 980.6199 gals.).
 HY0830
 HY0830.The modeled gravity was interpolated from observed gravity values.
 HY0830
 HY0830;                    North         East    Units  Estimated Accuracy
 HY0830;SPC KY1Z     - 1,225,780.    1,777,100.      MT  (+/- 180 meters Scaled)
 HY0830
 HY0830                          SUPERSEDED SURVEY CONTROL
 HY0830
 HY0830  NGVD 29 (??/??/92)  172.085  (m)          564.58   (f) ADJ UNCH    2 0
 HY0830
 HY0830.Superseded values are not recommended for survey control.
 HY0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0830.See file dsdata.txt to determine how the superseded data were derived.
 HY0830
 HY0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC618430(NAD 83)
 HY0830_MARKER: DB = BENCH MARK DISK
 HY0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0830_STAMPING: J 84 1935
 HY0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0830+STABILITY: SURFACE MOTION
 HY0830
 HY0830  HISTORY     - Date     Condition        Report By
 HY0830  HISTORY     - 1935     MONUMENTED       CGS
 HY0830  HISTORY     - 1955     MARK NOT FOUND   NGS
 HY0830
 HY0830                          STATION DESCRIPTION
 HY0830
 HY0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0830'4.2 MI N FROM BURNAUGH.
 HY0830'4.2 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY0830'STATION AT BURNAUGH, BOYD COUNTY, ABOUT 260 YARDS SOUTH OF
 HY0830'MILEPOST 6, 21 YARDS WEST OF THE WEST RAIL, 105 FEET NORTH OF
 HY0830'THE CENTER LINE OF THE WHITES CREEK ROAD, 28 FEET WEST OF THE
 HY0830'CENTER LINE OF STATE HIGHWAY 3, 93 FEET WEST OF AN UNMARKED
 HY0830'CONCRETE MONUMENT SET BY U.S. ENGINEERS, 7 FEET NORTHEAST OF POLE
 HY0830'192, 2 FEET FROM A BARBED-WIRE FENCE, AND LEVEL WITH THE TRACK.
 HY0830'A STANDARD DISK, STAMPED J 84 1935 AND SET IN THE TOP OF A
 HY0830'CONCRETE POST.  NOTE-- THIS MARK WAS PROBABLY DESTROYED WHEN
 HY0830'GRADING FOR A NEW HOUSE WAS DONE, THE OWNER OF THIS HOUSE DOES
 HY0830'NOT REMEMBER HAVING SEEN THIS MARK, THE HIGHWAY HAS ALSO BEEN
 HY0830'WIDENED AND THIS COULD HAVE DESTROYED THE MARK.  A THOROUGH
 HY0830'SEARCH WAS MADE AND PRODDING DONE BUT MARK COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1342 ***********************************************************************
 GY1342  DESIGNATION -  J 86
 GY1342  PID         -  GY1342
 GY1342  STATE/COUNTY-  KY/FLOYD
 GY1342  USGS QUAD   -  PRESTONSBURG (1992)
 GY1342
 GY1342                         *CURRENT SURVEY CONTROL
 GY1342  ___________________________________________________________________
 GY1342* NAD 83(1986)-  37 39 47.     (N)    082 46 24.     (W)     SCALED    
 GY1342* NAVD 88     -       195.564  (meters)     641.61   (feet)  ADJUSTED  
 GY1342  ___________________________________________________________________
 GY1342  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GY1342  DYNAMIC HT  -         195.415 (meters)     641.12  (feet)  COMP
 GY1342  MODELED GRAV-     979,867.1   (mgal)                       NAVD 88
 GY1342
 GY1342  VERT ORDER  -  SECOND    CLASS 0
 GY1342
 GY1342.The horizontal coordinates were scaled from a topographic map and have
 GY1342.an estimated accuracy of +/- 6 seconds.
 GY1342
 GY1342.The orthometric height was determined by differential leveling
 GY1342.and adjusted by the National Geodetic Survey in June 1991..
 GY1342
 GY1342.The geoid height was determined by GEOID03.
 GY1342
 GY1342.The dynamic height is computed by dividing the NAVD 88
 GY1342.geopotential number by the normal gravity value computed on the
 GY1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1342.degrees latitude (g = 980.6199 gals.).
 GY1342
 GY1342.The modeled gravity was interpolated from observed gravity values.
 GY1342
 GY1342;                    North         East    Units  Estimated Accuracy
 GY1342;SPC KY1Z     - 1,151,760.    1,762,570.      MT  (+/- 180 meters Scaled)
 GY1342
 GY1342                          SUPERSEDED SURVEY CONTROL
 GY1342
 GY1342  NGVD 29 (??/??/92)  195.762  (m)          642.26   (f) ADJ UNCH    2 0
 GY1342
 GY1342.Superseded values are not recommended for survey control.
 GY1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1342.See file dsdata.txt to determine how the superseded data were derived.
 GY1342
 GY1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB435699(NAD 83)
 GY1342_MARKER: DB = BENCH MARK DISK
 GY1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1342_SP_SET: PIER
 GY1342_STAMPING: J 86 1935 642.262
 GY1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1342
 GY1342  HISTORY     - Date     Condition        Report By
 GY1342  HISTORY     - 1935     MONUMENTED       CGS
 GY1342  HISTORY     - 1956     POOR             NGS
 GY1342
 GY1342                          STATION DESCRIPTION
 GY1342
 GY1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1342'0.8 MI S FROM PRESTONBURG.
 GY1342'0.8 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY1342'STATION AT PRESTONBURG, AT A HIGHWAY BRIDGE OVER TRACKS, AT
 GY1342'THE FIRST SET OF PIERS EAST OF TRACK, IN THE SOUTH FACE OF THE
 GY1342'SOUTH PIER, 10 FEET EAST OF THE EAST RAIL, 2.5 FEET ABOVE THE
 GY1342'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF8408 ***********************************************************************
 DF8408  DESIGNATION -  J 86 RESET
 DF8408  PID         -  DF8408
 DF8408  STATE/COUNTY-  KY/FLOYD
 DF8408  USGS QUAD   -  PRESTONSBURG (1992)
 DF8408
 DF8408                         *CURRENT SURVEY CONTROL
 DF8408  ___________________________________________________________________
 DF8408* NAD 83(1986)-  37 39 47.     (N)    082 46 24.     (W)     SCALED    
 DF8408* NAVD 88     -       203.71   (meters)     668.3    (feet)  RESET     
 DF8408  ___________________________________________________________________
 DF8408  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DF8408
 DF8408  VERT ORDER  -  THIRD
 DF8408
 DF8408.The horizontal coordinates were scaled from a topographic map and have
 DF8408.an estimated accuracy of +/- 6 seconds.
 DF8408
 DF8408.The orthometric height was computed from unverified reset data.
 DF8408.No vertical observational check was made to the station.
 DF8408
 DF8408.The geoid height was determined by GEOID03.
 DF8408
 DF8408;                    North         East    Units  Estimated Accuracy
 DF8408;SPC KY1Z     - 1,151,760.    1,762,570.      MT  (+/- 180 meters Scaled)
 DF8408
 DF8408                          SUPERSEDED SURVEY CONTROL
 DF8408
 DF8408.No superseded survey control is available for this station.
 DF8408
 DF8408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB435699(NAD 83)
 DF8408_MARKER: DV = VERTICAL CONTROL DISK
 DF8408_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF8408_SP_SET: BRIDGE ABUTMENT
 DF8408_STAMPING: J 86 1935 RESET 2003
 DF8408_MARK LOGO: NGS   
 DF8408_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8408
 DF8408  HISTORY     - Date     Condition        Report By
 DF8408  HISTORY     - 2003     MONUMENTED       KYDT
 DF8408
 DF8408                          STATION DESCRIPTION
 DF8408
 DF8408'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 DF8408'1.8 MILES (2.9 KM) NORTHWEST ALONG KY 3384 FROM JUNCTION OF US 23
 DF8408'SOUTHEAST ALONG KY 1428, SOUTH LAKE DRIVE, FROM JUNCTION WITH KY 114
 DF8408'AT PRESTONSBURG, THENCE 0.1 MILE (0.2 KM) SOUTHWEST ALONG GRAHAM
 DF8408'STREET, THENCE 0.1 MILE (0.2 KM) SOUTHEAST ALONG FRONT STREET TO
 DF8408'BRIDGE AND MARK ON THE LEFT, A VERTICAL CONTROL DISK SET N THE TOP OF
 DF8408'THE EAST END OF THE SOUTH ABUTMENT OF A 600 FOOT (182.9 M) CONCRETE
 DF8408'BRIDGE OVER THE LEVISA FORK OF THE BIG SANDY RIVER, 18.65 FEET (5.68
 DF8408'M) EAST OF THE CENTERLINE OF THE ROAD, 1.2 FEET (0.4 M) EAST OF THE
 DF8408'EAST FACE OF EAST BARRIER WALL, LEVEL WITH BRIDGE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0542 ***********************************************************************
 GY0542  DESIGNATION -  J 87
 GY0542  PID         -  GY0542
 GY0542  STATE/COUNTY-  KY/PIKE
 GY0542  USGS QUAD   -  MILLARD (1978)
 GY0542
 GY0542                         *CURRENT SURVEY CONTROL
 GY0542  ___________________________________________________________________
 GY0542* NAD 83(1986)-  37 24 17.     (N)    082 26 27.     (W)     SCALED    
 GY0542* NAVD 88     -       214.773  (meters)     704.63   (feet)  ADJUSTED  
 GY0542  ___________________________________________________________________
 GY0542  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GY0542  DYNAMIC HT  -         214.606 (meters)     704.09  (feet)  COMP
 GY0542  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 GY0542
 GY0542  VERT ORDER  -  SECOND    CLASS 0
 GY0542
 GY0542.The horizontal coordinates were scaled from a topographic map and have
 GY0542.an estimated accuracy of +/- 6 seconds.
 GY0542
 GY0542.The orthometric height was determined by differential leveling
 GY0542.and adjusted by the National Geodetic Survey in June 1991..
 GY0542
 GY0542.The geoid height was determined by GEOID03.
 GY0542
 GY0542.The dynamic height is computed by dividing the NAVD 88
 GY0542.geopotential number by the normal gravity value computed on the
 GY0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0542.degrees latitude (g = 980.6199 gals.).
 GY0542
 GY0542.The modeled gravity was interpolated from observed gravity values.
 GY0542
 GY0542;                    North         East    Units  Estimated Accuracy
 GY0542;SPC KY1Z     - 1,124,100.    1,792,910.      MT  (+/- 180 meters Scaled)
 GY0542
 GY0542                          SUPERSEDED SURVEY CONTROL
 GY0542
 GY0542  NGVD 29 (??/??/92)  214.973  (m)          705.29   (f) ADJ UNCH    2 0
 GY0542
 GY0542.Superseded values are not recommended for survey control.
 GY0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0542.See file dsdata.txt to determine how the superseded data were derived.
 GY0542
 GY0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB724407(NAD 83)
 GY0542_MARKER: DB = BENCH MARK DISK
 GY0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0542_STAMPING: J 87 1935 705.291
 GY0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0542+STABILITY: SURFACE MOTION
 GY0542
 GY0542  HISTORY     - Date     Condition        Report By
 GY0542  HISTORY     - 1935     MONUMENTED       CGS
 GY0542  HISTORY     - 1956     GOOD             NGS
 GY0542  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY0542
 GY0542                          STATION DESCRIPTION
 GY0542
 GY0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0542'AT MILLARD.
 GY0542'AT MILLARD, ALONG THE CHESAPEAKE AND OHIO RAILROAD, 162 FEET
 GY0542'SOUTHWEST ACROSS THE TRACK FROM THE STATION, 52 YARDS SOUTHEAST
 GY0542'OF A STORE, 85 FEET NORTHWEST OF A WELL IN YARD OF HOUSE, 63 FEET
 GY0542'SOUTHWEST OF THE SOUTHWEST RAIL, IN A FENCE LINE, COVERED WITH
 GY0542'DIRT THAT WASHES DOWN FROM A GARDEN ON SIDE HILL, ABOUT 4 FEET
 GY0542'BELOW THE LEVEL OF TRACK, A STANDARD DISK IN CONCRETE POST,
 GY0542'FLUSH.
 GY0542
 GY0542                          STATION RECOVERY (1976)
 GY0542
 GY0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0854 ***********************************************************************
 HY0854  DESIGNATION -  J 89
 HY0854  PID         -  HY0854
 HY0854  STATE/COUNTY-  KY/CARTER
 HY0854  USGS QUAD   -  GRAYSON (1978)
 HY0854
 HY0854                         *CURRENT SURVEY CONTROL
 HY0854  ___________________________________________________________________
 HY0854* NAD 83(1986)-  38 15 21.     (N)    082 58 22.     (W)     SCALED    
 HY0854* NAVD 88     -       205.249  (meters)     673.39   (feet)  ADJUSTED  
 HY0854  ___________________________________________________________________
 HY0854  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY0854  DYNAMIC HT  -         205.111 (meters)     672.93  (feet)  COMP
 HY0854  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 HY0854
 HY0854  VERT ORDER  -  SECOND    CLASS 0
 HY0854
 HY0854.The horizontal coordinates were scaled from a topographic map and have
 HY0854.an estimated accuracy of +/- 6 seconds.
 HY0854
 HY0854.The orthometric height was determined by differential leveling
 HY0854.and adjusted by the National Geodetic Survey in June 1991..
 HY0854
 HY0854.The geoid height was determined by GEOID03.
 HY0854
 HY0854.The dynamic height is computed by dividing the NAVD 88
 HY0854.geopotential number by the normal gravity value computed on the
 HY0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0854.degrees latitude (g = 980.6199 gals.).
 HY0854
 HY0854.The modeled gravity was interpolated from observed gravity values.
 HY0854
 HY0854;                    North         East    Units  Estimated Accuracy
 HY0854;SPC KY1Z     - 1,216,980.    1,743,030.      MT  (+/- 180 meters Scaled)
 HY0854
 HY0854                          SUPERSEDED SURVEY CONTROL
 HY0854
 HY0854  NGVD 29 (??/??/92)  205.437  (m)          674.00   (f) ADJ UNCH    2 0
 HY0854
 HY0854.Superseded values are not recommended for survey control.
 HY0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0854.See file dsdata.txt to determine how the superseded data were derived.
 HY0854
 HY0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC273360(NAD 83)
 HY0854_MARKER: DB = BENCH MARK DISK
 HY0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0854_STAMPING: J 89 1935 674.005
 HY0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0854+STABILITY: SURFACE MOTION
 HY0854
 HY0854  HISTORY     - Date     Condition        Report By
 HY0854  HISTORY     - 1935     MONUMENTED       CGS
 HY0854  HISTORY     - 1955     GOOD             NGS
 HY0854  HISTORY     - 1971     MARK NOT FOUND   USGS
 HY0854  HISTORY     - 19970924 MARK NOT FOUND   KYDT
 HY0854
 HY0854                          STATION DESCRIPTION
 HY0854
 HY0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0854'2.5 MI S FROM LEON.
 HY0854'2.5 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE CROSSING OF THE
 HY0854'CHESAPEAKE AND OHIO RAILROAD AT LEON, IN THE FRONT YARD OF THE JOHN
 HY0854'KITCHEN HOME, 42.8 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY,
 HY0854'35 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 27.0 FEET NORTH
 HY0854'OF THE SOUTHEAST CORNER OF YARD, 7.0 FEET WEST OF A WHITE PICKET
 HY0854'FENCE.
 HY0854
 HY0854                          STATION RECOVERY (1971)
 HY0854
 HY0854'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HY0854'MARK NOT FOUND.
 HY0854
 HY0854                          STATION RECOVERY (1997)
 HY0854
 HY0854'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY0854'POSSIBLY TORN OUT WHEN KY 7 WAS PREVIOUSLY REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1764 ***********************************************************************
 GY1764  DESIGNATION -  J 90
 GY1764  PID         -  GY1764
 GY1764  STATE/COUNTY-  KY/MORGAN
 GY1764  USGS QUAD   -  WEST LIBERTY (1993)
 GY1764
 GY1764                         *CURRENT SURVEY CONTROL
 GY1764  ___________________________________________________________________
 GY1764* NAD 83(1986)-  37 59 29.     (N)    083 16 32.     (W)     SCALED    
 GY1764* NAVD 88     -       257.473  (meters)     844.73   (feet)  ADJUSTED  
 GY1764  ___________________________________________________________________
 GY1764  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GY1764  DYNAMIC HT  -         257.287 (meters)     844.12  (feet)  COMP
 GY1764  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 GY1764
 GY1764  VERT ORDER  -  FIRST     CLASS I
 GY1764
 GY1764.The horizontal coordinates were scaled from a topographic map and have
 GY1764.an estimated accuracy of +/- 6 seconds.
 GY1764
 GY1764.The orthometric height was determined by differential leveling
 GY1764.and adjusted by the National Geodetic Survey in June 1991..
 GY1764
 GY1764.The geoid height was determined by GEOID03.
 GY1764
 GY1764.The dynamic height is computed by dividing the NAVD 88
 GY1764.geopotential number by the normal gravity value computed on the
 GY1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1764.degrees latitude (g = 980.6199 gals.).
 GY1764
 GY1764.The modeled gravity was interpolated from observed gravity values.
 GY1764
 GY1764;                    North         East    Units  Estimated Accuracy
 GY1764;SPC KY1Z     - 1,186,900.    1,717,320.      MT  (+/- 180 meters Scaled)
 GY1764
 GY1764                          SUPERSEDED SURVEY CONTROL
 GY1764
 GY1764  NGVD 29 (??/??/92)  257.637  (m)          845.26   (f) ADJ UNCH    1 1
 GY1764
 GY1764.Superseded values are not recommended for survey control.
 GY1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1764.See file dsdata.txt to determine how the superseded data were derived.
 GY1764
 GY1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC001073(NAD 83)
 GY1764_MARKER: DB = BENCH MARK DISK
 GY1764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1764_SP_SET: CULVERT
 GY1764_STAMPING: 845.264 J 90 1935
 GY1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1764+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GY1764
 GY1764  HISTORY     - Date     Condition        Report By
 GY1764  HISTORY     - 1935     MONUMENTED       CGS
 GY1764  HISTORY     - 1967     GOOD             NGS
 GY1764  HISTORY     - 19990316 GOOD             KYDT
 GY1764
 GY1764                          STATION DESCRIPTION
 GY1764
 GY1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1764'2.2 MI S FROM WRIGLEY.
 GY1764'ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE INTERSECTION
 GY1764'OF STATE HIGHWAY 711 AT WRIGLEY, NEAR THE JUNCTION OF A DRIVEWAY
 GY1764'LEADING SOUTHEAST, SET ON THE TOP OF THE NORTHEAST END OF THE
 GY1764'NORTHWEST CONCRETE HEAD WALL OF A BOX CULVERT UNDER THE HIGHWAY,
 GY1764'17 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF THE DRIVEWAY, 13
 GY1764'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 1/2 FOOT
 GY1764'BELOW THE LEVEL OF THE HIGHWAY.
 GY1764
 GY1764                          STATION RECOVERY (1999)
 GY1764
 GY1764'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1873 ***********************************************************************
 GY1873  DESIGNATION -  J 91
 GY1873  PID         -  GY1873
 GY1873  STATE/COUNTY-  KY/MAGOFFIN
 GY1873  USGS QUAD   -  SALYERSVILLE NORTH (1992)
 GY1873
 GY1873                         *CURRENT SURVEY CONTROL
 GY1873  ___________________________________________________________________
 GY1873* NAD 83(1986)-  37 46 02.     (N)    083 02 26.     (W)     SCALED    
 GY1873* NAVD 88     -       271.597  (meters)     891.06   (feet)  ADJUSTED  
 GY1873  ___________________________________________________________________
 GY1873  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GY1873  DYNAMIC HT  -         271.392 (meters)     890.39  (feet)  COMP
 GY1873  MODELED GRAV-     979,869.1   (mgal)                       NAVD 88
 GY1873
 GY1873  VERT ORDER  -  SECOND    CLASS 0
 GY1873
 GY1873.The horizontal coordinates were scaled from a topographic map and have
 GY1873.an estimated accuracy of +/- 6 seconds.
 GY1873
 GY1873.The orthometric height was determined by differential leveling
 GY1873.and adjusted by the National Geodetic Survey in June 1991..
 GY1873
 GY1873.The geoid height was determined by GEOID03.
 GY1873
 GY1873.The dynamic height is computed by dividing the NAVD 88
 GY1873.geopotential number by the normal gravity value computed on the
 GY1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1873.degrees latitude (g = 980.6199 gals.).
 GY1873
 GY1873.The modeled gravity was interpolated from observed gravity values.
 GY1873
 GY1873;                    North         East    Units  Estimated Accuracy
 GY1873;SPC KY1Z     - 1,162,600.    1,738,670.      MT  (+/- 180 meters Scaled)
 GY1873
 GY1873                          SUPERSEDED SURVEY CONTROL
 GY1873
 GY1873  NGVD 29 (??/??/92)  271.790  (m)          891.70   (f) ADJ UNCH    2 0
 GY1873
 GY1873.Superseded values are not recommended for survey control.
 GY1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1873.See file dsdata.txt to determine how the superseded data were derived.
 GY1873
 GY1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB202819(NAD 83)
 GY1873_MARKER: DB = BENCH MARK DISK
 GY1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1873_STAMPING: J 91 1935 891.698
 GY1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1873+STABILITY: SURFACE MOTION
 GY1873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1873+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1999
 GY1873
 GY1873  HISTORY     - Date     Condition        Report By
 GY1873  HISTORY     - 1935     MONUMENTED       CGS
 GY1873  HISTORY     - 1955     GOOD             NGS
 GY1873  HISTORY     - 1983     GOOD             USE
 GY1873  HISTORY     - 19990319 GOOD             KYDT
 GY1873
 GY1873                          STATION DESCRIPTION
 GY1873
 GY1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1873'2 MI NE FROM SALYERSVILLE.
 GY1873'1.95 MILES NORTHEAST ALONG U.S. HIGHWAY 460 FROM THE COURTHOUSE
 GY1873'IN SALYERSVILLE, 2.0 MILES SOUTHWEST OF THE POST OFFICE AT
 GY1873'FALCON, 0.2 MILE EAST OF BRIDGE OVER STATE ROAD FORK, NEAR THE
 GY1873'TOP OF A LOW GRADE, 55 YARDS EAST OF A TAN IMITATION-BRICK HOUSE,
 GY1873'69 FEET EAST OF A TWIN SYCAMORE TREE IN FENCE CORNER, 30 FEET
 GY1873'SOUTH OF THE CENTER LINE OF HIGHWAY, 4 FEET WEST OF A POLE WITH
 GY1873'A BRACE POLE., ABOUT LEVEL WITH HIGHWAY.
 GY1873
 GY1873                          STATION RECOVERY (1983)
 GY1873
 GY1873'RECOVERY NOTE BY US ENGINEERS 1983
 GY1873'RECOVERED IN GOOD CONDITION.
 GY1873
 GY1873                          STATION RECOVERY (1999)
 GY1873
 GY1873'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1873'MARK IS 31.8 FEET SOUTH OF CENTERLINE OF ROAD, 22.7 FEET WEST OF POLE
 GY1873'WITH 3 GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0911 ***********************************************************************
 HY0911  DESIGNATION -  J 92
 HY0911  PID         -  HY0911
 HY0911  STATE/COUNTY-  KY/LAWRENCE
 HY0911  USGS QUAD   -  BLAINE (1993)
 HY0911
 HY0911                         *CURRENT SURVEY CONTROL
 HY0911  ___________________________________________________________________
 HY0911* NAD 83(1986)-  38 01 56.     (N)    082 49 03.     (W)     SCALED    
 HY0911* NAVD 88     -       231.407  (meters)     759.21   (feet)  ADJUSTED  
 HY0911  ___________________________________________________________________
 HY0911  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY0911  DYNAMIC HT  -         231.241 (meters)     758.66  (feet)  COMP
 HY0911  MODELED GRAV-     979,905.8   (mgal)                       NAVD 88
 HY0911
 HY0911  VERT ORDER  -  SECOND    CLASS 0
 HY0911
 HY0911.The horizontal coordinates were scaled from a topographic map and have
 HY0911.an estimated accuracy of +/- 6 seconds.
 HY0911
 HY0911.The orthometric height was determined by differential leveling
 HY0911.and adjusted by the National Geodetic Survey in June 1991..
 HY0911
 HY0911.The geoid height was determined by GEOID03.
 HY0911
 HY0911.The dynamic height is computed by dividing the NAVD 88
 HY0911.geopotential number by the normal gravity value computed on the
 HY0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0911.degrees latitude (g = 980.6199 gals.).
 HY0911
 HY0911.The modeled gravity was interpolated from observed gravity values.
 HY0911
 HY0911;                    North         East    Units  Estimated Accuracy
 HY0911;SPC KY1Z     - 1,192,590.    1,757,390.      MT  (+/- 180 meters Scaled)
 HY0911
 HY0911                          SUPERSEDED SURVEY CONTROL
 HY0911
 HY0911  NGVD 29 (??/??/92)  231.611  (m)          759.88   (f) ADJ UNCH    2 0
 HY0911
 HY0911.Superseded values are not recommended for survey control.
 HY0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0911.See file dsdata.txt to determine how the superseded data were derived.
 HY0911
 HY0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC404109(NAD 83)
 HY0911_MARKER: DB = BENCH MARK DISK
 HY0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0911_STAMPING: J 92 1935 759.877
 HY0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0911+STABILITY: SURFACE MOTION
 HY0911
 HY0911  HISTORY     - Date     Condition        Report By
 HY0911  HISTORY     - 1935     MONUMENTED       CGS
 HY0911  HISTORY     - 1955     GOOD             NGS
 HY0911  HISTORY     - 19960729 MARK NOT FOUND   KYDT
 HY0911
 HY0911                          STATION DESCRIPTION
 HY0911
 HY0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0911'2 MI NE FROM BLAINE.
 HY0911'1.95 MILES NORTHEAST ALONG STATE HIGHWAY 32 FROM THE BANK AT
 HY0911'BLAINE, ON THE EAST SLOPE OF THE GRADE AND ABOUT 0.8 MILE
 HY0911'SOUTHEAST OF THE TOP, ON THE OUTSIDE OF CURVE WITH TANGENTS
 HY0911'EXTENDING NORTH AND SOUTHEAST, AND ABOUT ON LINE WITH THE
 HY0911'CENTER LINE OF HIGHWAY OF THE NORTH TANGENT, 63 FEET SOUTH OF A
 HY0911'FENCE CORNER, 28 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY
 HY0911'ON CURVE, 12 FEET EAST OF A FENCE LINE, 1 FOOT NORTHEAST OF
 HY0911'WHITE WOODEN WITNESS POST, 1.5 FEET ABOVE THE LEVEL OF THE
 HY0911'HIGHWAY.
 HY0911
 HY0911                          STATION RECOVERY (1996)
 HY0911
 HY0911'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 HY0911'SEARCHED FOR BUT NOT FOUND, A DIM ROAD TO THE SOUTHWEST IS AT
 HY0911'LOCATION, POSSIBLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2396 ***********************************************************************
 HZ2396  DESIGNATION -  JACKS
 HZ2396  PID         -  HZ2396
 HZ2396  STATE/COUNTY-  KY/NICHOLAS
 HZ2396  USGS QUAD   -  NORTH MIDDLETOWN (1976)
 HZ2396
 HZ2396                         *CURRENT SURVEY CONTROL
 HZ2396  ___________________________________________________________________
 HZ2396* NAD 83(1993)-  38 14 14.39779(N)    084 01 25.79534(W)     ADJUSTED  
 HZ2396* NAVD 88     -       298.     (meters)     978.     (feet)  SCALED    
 HZ2396  ___________________________________________________________________
 HZ2396  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 HZ2396  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HZ2396
 HZ2396  HORZ ORDER  -  THIRD
 HZ2396
 HZ2396.The horizontal coordinates were established by classical geodetic methods
 HZ2396.and adjusted by the National Geodetic Survey in December 1995..
 HZ2396
 HZ2396.The orthometric height was scaled from a topographic map.
 HZ2396
 HZ2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2396
 HZ2396.The geoid height was determined by GEOID03.
 HZ2396
 HZ2396;                    North         East     Units Scale Factor Converg.
 HZ2396;SPC KY1Z     - 1,212,709.820 1,651,103.666   MT  0.99992473   +1 03 35.3
 HZ2396;SPC KY1Z     - 3,978,698.80  5,416,995.94   sFT  0.99992473   +1 03 35.3
 HZ2396;SPC KY N     -    81,865.705   519,800.085   MT  0.99997009   +0 08 26.5
 HZ2396;SPC KY N     -   268,587.73  1,705,377.45   sFT  0.99997009   +0 08 26.5
 HZ2396;UTM  16      - 4,236,337.385   760,482.894   MT  1.00043572   +1 50 35.0
 HZ2396;UTM  17      - 4,236,472.729   235,344.501   MT  1.00046271   -1 52 21.3
 HZ2396
 HZ2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2396!SPC KY1Z     -   0.99995853  x   0.99992473  =   0.99988326
 HZ2396!SPC KY N     -   0.99995853  x   0.99997009  =   0.99992862
 HZ2396!UTM  16      -   0.99995853  x   1.00043572  =   1.00039423
 HZ2396!UTM  17      -   0.99995853  x   1.00046271  =   1.00042122
 HZ2396
 HZ2396:                Primary Azimuth Mark                     Grid Az
 HZ2396:SPC KY1Z     -  JACKS AZ MK                              119 30 42.9
 HZ2396:SPC KY N     -  JACKS AZ MK                              120 25 51.7
 HZ2396:UTM  16      -  JACKS AZ MK                              118 43 43.2
 HZ2396:UTM  17      -  JACKS AZ MK                              122 26 39.5
 HZ2396
 HZ2396|---------------------------------------------------------------------|
 HZ2396| PID    Reference Object                     Distance      Geod. Az  |
 HZ2396|                                                           dddmmss.s |
 HZ2396| DB9478 JACKS AZ MK                                        1203418.2 |
 HZ2396| DB9479 JACKS RM 1                           23.134 METERS 16829     |
 HZ2396| DB9480 JACKS RM 2                           15.161 METERS 25458     |
 HZ2396| HZ2395 TT 147 M USGS 1954                   42.034 METERS 28040     |
 HZ2396|---------------------------------------------------------------------|
 HZ2396
 HZ2396                          SUPERSEDED SURVEY CONTROL
 HZ2396
 HZ2396  NAD 83(1986)-  38 14 14.40470(N)    084 01 25.80321(W) AD(       ) 3
 HZ2396  NAD 27      -  38 14 14.13400(N)    084 01 26.06400(W) AD(       ) 3
 HZ2396
 HZ2396.Superseded values are not recommended for survey control.
 HZ2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2396.See file dsdata.txt to determine how the superseded data were derived.
 HZ2396
 HZ2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH6048336337(NAD 83)
 HZ2396_MARKER: DS = TRIANGULATION STATION DISK
 HZ2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2396
 HZ2396  HISTORY     - Date     Condition        Report By
 HZ2396  HISTORY     - 1954     MONUMENTED       CGS
 HZ2396
 HZ2396                          STATION DESCRIPTION
 HZ2396
 HZ2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HZ2396'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF CARLISLE, ABOUT 6 MILES
 HZ2396'NORTHWEST OF SHARPSBURG AND ON PROPERTY OWNED BY MRS. J.J. WILSON.
 HZ2396'THE STATION IS 102 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HZ2396'HOUSE , 77 FEET NORTH OF A WHITE WITNESS POST AND 62 FEET NORTHEAST
 HZ2396'OF THE CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS
 HZ2396'STAMPED JACKS 1954.
 HZ2396'
 HZ2396'REFERENCE MARK NO.1 IS 18 FEET NORTHEAST OF THE CENTER OF THE GRAVEL
 HZ2396'ROAD AND 2 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 HZ2396'THE DISK IS STAMPED JACKS NO 1 1954.
 HZ2396'
 HZ2396'REFERENCE MARK NO.2 IS 19 FEET NORTHEAST OF THE CENTER OF THE GRAVEL
 HZ2396'ROAD, 4 FEET EAST OF A TREE AND 1 FOOT NORTHEAST OF A FENCE, THE
 HZ2396'MARK IS FLUSH AND THE DISK IS STAMPED JACKS NO 2 1954.
 HZ2396'
 HZ2396'TT 147 M (USGS) B.M. IS 34 FEET SOUTH OF THE CENTER OF A T-ROAD
 HZ2396'INTERSECTION, 14 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD AND 6
 HZ2396'FEET NORTHEAST OF THE NORTHEAST END OF A GARAGE.  THE DISK IS A U.S.
 HZ2396'GEOLOGICAL SURVEY B.M. SET IN THE TOP OF A 6X6 CONCRETE POST FLUSH
 HZ2396'WITH THE GROUND AND STAMPED TT STA NO 147 M 1928 977.
 HZ2396'
 HZ2396'THE AZIMUTH MARK IS 128 FEET NORTHEAST OF THE CENTER OF A GRAVEL
 HZ2396'ROAD, 13 FEET NORTHEAST OF A LARGE LOCUST TREE, 3 FEET SOUTHWEST OF A
 HZ2396'WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE.  THE MARK IS
 HZ2396'FLUSH AND THE DISK IS STAMPED JACKS 1954.
 HZ2396'
 HZ2396'TO REACH THE STATION FROM THE COURTHOUSE, IN CARLISLE, GO WEST FOR
 HZ2396'0.05 MILE, TURN LEFT FOR 0.1 MILE TO BRIDGE, CROSS BRIDGE AND GO 1.9
 HZ2396'MILES TO A ROAD FORK, TAKE RIGHT FORK AND GO 2.4 MILES TO SIDE ROAD
 HZ2396'LEFT, TURN LEFT AND GO 0.1 MILE TO A ROAD FORK, TAKE RIGHT FORK AND
 HZ2396'GO 1.2 MILE TO A ROAD FORK, TURN LEFT FOR 200 FEET AND THE STATION ON
 HZ2396'THE LEFT AS DESCRIBED.
 HZ2396'
 HZ2396'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE AHEAD SOUTHEAST
 HZ2396'FOR 0.2 MILE TO THE MARK AS DESCRIED.
 HZ2396'
 HZ2396'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2351 ***********************************************************************
 GB2351  DESIGNATION -  JACKS KNOB
 GB2351  PID         -  GB2351
 GB2351  STATE/COUNTY-  KY/CLINTON
 GB2351  USGS QUAD   -  SAVAGE (1981)
 GB2351
 GB2351                         *CURRENT SURVEY CONTROL
 GB2351  ___________________________________________________________________
 GB2351* NAD 83(1993)-  36 44 17.41697(N)    085 05 26.42368(W)     ADJUSTED  
 GB2351* NAVD 88     -       514.     (meters)    1686.     (feet)  SCALED    
 GB2351  ___________________________________________________________________
 GB2351  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 GB2351  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GB2351
 GB2351  HORZ ORDER  -  SECOND
 GB2351
 GB2351.The horizontal coordinates were established by classical geodetic methods
 GB2351.and adjusted by the National Geodetic Survey in December 1995..
 GB2351
 GB2351.The orthometric height was scaled from a topographic map.
 GB2351
 GB2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2351
 GB2351.The geoid height was determined by GEOID03.
 GB2351
 GB2351;                    North         East     Units Scale Factor Converg.
 GB2351;SPC KY1Z     - 1,045,140.501 1,558,893.817   MT  1.00010045   +0 24 17.3
 GB2351;SPC KY1Z     - 3,428,931.79  5,114,470.80   sFT  1.00010045   +0 24 17.3
 GB2351;SPC KY S     -   545,131.910   558,887.862   MT  0.99999913   +0 23 59.5
 GB2351;SPC KY S     - 1,788,486.94  1,833,617.93   sFT  0.99999913   +0 23 59.5
 GB2351;SPC TN       -   267,204.507   681,222.125   MT  1.00007284   +0 31 56.5
 GB2351;SPC TN       -   876,653.45  2,234,976.26   sFT  1.00007284   +0 31 56.5
 GB2351;UTM  16      - 4,067,526.912   670,474.167   MT  0.99995804   +1 08 32.5
 GB2351
 GB2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2351!SPC KY1Z     -   0.99992417  x   1.00010045  =   1.00002461
 GB2351!SPC KY S     -   0.99992417  x   0.99999913  =   0.99992330
 GB2351!SPC TN       -   0.99992417  x   1.00007284  =   0.99999700
 GB2351!UTM  16      -   0.99992417  x   0.99995804  =   0.99988221
 GB2351
 GB2351:                Primary Azimuth Mark                     Grid Az
 GB2351:SPC KY1Z     -  JACKS KNOB AZ MK                         126 03 13.2
 GB2351:SPC KY S     -  JACKS KNOB AZ MK                         126 03 31.0
 GB2351:SPC TN       -  JACKS KNOB AZ MK                         125 55 34.0
 GB2351:UTM  16      -  JACKS KNOB AZ MK                         125 18 58.0
 GB2351
 GB2351|---------------------------------------------------------------------|
 GB2351| PID    Reference Object                     Distance      Geod. Az  |
 GB2351|                                                           dddmmss.s |
 GB2351| CG6635 JACKS KNOB AZ MK                                   1262730.5 |
 GB2351| CG6636 JACKS KNOB RM 1                                    21151     |
 GB2351| CG6637 JACKS KNOB RM 2                                    34355     |
 GB2351|---------------------------------------------------------------------|
 GB2351
 GB2351                          SUPERSEDED SURVEY CONTROL
 GB2351
 GB2351  NAD 83(1986)-  36 44 17.42754(N)    085 05 26.42936(W) AD(       ) 2
 GB2351  NAD 27      -  36 44 17.19000(N)    085 05 26.59700(W) AD(       ) 2
 GB2351
 GB2351.Superseded values are not recommended for survey control.
 GB2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2351.See file dsdata.txt to determine how the superseded data were derived.
 GB2351
 GB2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF7047467527(NAD 83)
 GB2351_MARKER: DS = TRIANGULATION STATION DISK
 GB2351_SETTING: 80 = SET IN A BOULDER
 GB2351_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GB2351
 GB2351  HISTORY     - Date     Condition        Report By
 GB2351  HISTORY     - 1935     MONUMENTED       CGS
 GB2351
 GB2351                          STATION DESCRIPTION
 GB2351
 GB2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2351'STATION IS 4 MILES NE OF ALBANY, 15 MILES WSW OF MONTICELLO, ON A
 GB2351'SMALL WOODED, ROUND-TOPPED KNOB, OWNED BY MR. G.A. GWINN.
 GB2351'
 GB2351'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS,
 GB2351'WEDGED IN DRILL HOLES IN BOULDERS.
 GB2351'
 GB2351'STATION IS AN OLD USGS STATION. THE OLD STONE WAS RECOVERED, BUT THE
 GB2351'BRASS PLUG MARKING THE STATION HAD BEEN REMOVED AND SO A STANDARD
 GB2351'BRONZE DISK WAS SET IN THE OLD DRILL HOLE. IT IS 12 FEET ESE OF
 GB2351'8-INCH TRIANGULAR-BLAZED OAK TREE, 10 FEET SW OF 6-INCH
 GB2351'TRIPLE-NOTCHED OAK TREE, AND 20 FEET N OF 8-INCH TRIANGULAR-BLAZED
 GB2351'OAK TREE.
 GB2351'
 GB2351'REFERENCE MARK NO.1 IS S OF STATION, 12 INCHES ENE OF 8-INCH OAK
 GB2351'TREE, AND 5 PACES SW OF 8-INCH TRIANGULAR-BLAZED OAK, ON S SLOPE OF
 GB2351'RIDGE.
 GB2351'
 GB2351'REFERENCE MARK NO.2 IS NW OF STATION, 6 PACES NW OF 6-INCH TRIPLE OAK
 GB2351'TREE ON N SLOPE OF RIDGE.
 GB2351'
 GB2351'AZIMUTH MARK IS E OF STATION, 60 PACES ESE OF CENTER LINE OF KENTUCKY
 GB2351'ROUTE 90, 75 PACES SE OF WINDING ROAD SIGN, AND 2.4 MILES N OF
 GB2351'SERVICE STATION ON RIGHT, WHICH IS MENTIONED IN DESCRIPTION OF HOW TO
 GB2351'REACH STATION.
 GB2351'
 GB2351'REACHED FROM COURTHOUSE IN ALBANY, GO NE ON KENTUCKY ROUTE 90 FOR 3.6
 GB2351'MILES TO SERVICE STATION ON RIGHT, CONTINUE AHEAD ON 90 FOR 2.9
 GB2351'MILES TO TOP OF GRADE AT FARMHOUSE ON LEFT, AND END OF TRUCK TRAVEL.
 GB2351'FROM HERE, GO W THROUGH CULTIVATED FIELD AND FOLLOW RIDGE FOR 1.0
 GB2351'MILE TO HIGHEST PART OF PROMINENT POINT AND STATION SITE.
 GB2351'
 GB2351'A 4-FOOT STAND REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3252 ***********************************************************************
 GY3252  DESIGNATION -  JACKSON
 GY3252  PID         -  GY3252
 GY3252  STATE/COUNTY-  KY/BREATHITT
 GY3252  USGS QUAD   -  JACKSON (1978)
 GY3252
 GY3252                         *CURRENT SURVEY CONTROL
 GY3252  ___________________________________________________________________
 GY3252* NAD 83(1993)-  37 33 15.59491(N)    083 24 02.70059(W)     ADJUSTED  
 GY3252* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 GY3252  ___________________________________________________________________
 GY3252  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 GY3252  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GY3252
 GY3252  HORZ ORDER  -  THIRD
 GY3252
 GY3252.The horizontal coordinates were established by classical geodetic methods
 GY3252.and adjusted by the National Geodetic Survey in December 1995..
 GY3252
 GY3252.The orthometric height was scaled from a topographic map.
 GY3252
 GY3252.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3252
 GY3252.The geoid height was determined by GEOID03.
 GY3252
 GY3252;                    North         East     Units Scale Factor Converg.
 GY3252;SPC KY1Z     - 1,138,122.184 1,707,544.458   MT  0.99992065   +1 26 32.4
 GY3252;SPC KY1Z     - 3,733,989.20  5,602,168.78   sFT  0.99992065   +1 26 32.4
 GY3252;SPC KY S     -   638,081.190   707,551.654   MT  0.99995276   +1 25 29.0
 GY3252;SPC KY S     - 2,093,438.04  2,321,359.05   sFT  0.99995276   +1 25 29.0
 GY3252;UTM  17      - 4,159,077.982   287,935.265   MT  1.00015397   -1 27 49.8
 GY3252
 GY3252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3252!SPC KY1Z     -   0.99993804  x   0.99992065  =   0.99985869
 GY3252!SPC KY S     -   0.99993804  x   0.99995276  =   0.99989080
 GY3252!UTM  17      -   0.99993804  x   1.00015397  =   1.00009200
 GY3252
 GY3252|---------------------------------------------------------------------|
 GY3252| PID    Reference Object                     Distance      Geod. Az  |
 GY3252|                                                           dddmmss.s |
 GY3252| DB9481 JACKSON RM 1                          5.435 METERS 08035     |
 GY3252| DB9482 JACKSON RM 2                          7.870 METERS 22223     |
 GY3252| GY3298 TERRY                               APPROX.17.2 KM 2301552.3 |
 GY3252|---------------------------------------------------------------------|
 GY3252
 GY3252                          SUPERSEDED SURVEY CONTROL
 GY3252
 GY3252  NAD 83(1986)-  37 33 15.60232(N)    083 24 02.70606(W) AD(       ) 3
 GY3252  NAD 27      -  37 33 15.28500(N)    083 24 03.06000(W) AD(       ) 3
 GY3252
 GY3252.Superseded values are not recommended for survey control.
 GY3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3252.See file dsdata.txt to determine how the superseded data were derived.
 GY3252
 GY3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB8793559078(NAD 83)
 GY3252_MARKER: DS = TRIANGULATION STATION DISK
 GY3252_SETTING: 0 = UNSPECIFIED SETTING
 GY3252
 GY3252  HISTORY     - Date     Condition        Report By
 GY3252  HISTORY     - 1950     MONUMENTED       CGS
 GY3252  HISTORY     - 1959     GOOD             THOMAS
 GY3252
 GY3252                          STATION DESCRIPTION
 GY3252
 GY3252'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3252'STATION IS LOCATED ABOUT 1 MILE WEST OF JACKSON.  IT IS 6 FEET SOUTH
 GY3252'OF A WHITE WITNESS POST.  THE MARK IS UNDERGROUND ABOUT 6 INCHES
 GY3252'AND THE DISK IS STAMPED JACKSON 1950.
 GY3252'
 GY3252'REFERENCE MARK NO. 1.  THE MARK IS A CAST IRON PIPE 4 INCHES IN
 GY3252'DIAMETER FILLED WITH CONCRETE AND PROJECTS 6 INCHES WITH A
 GY3252'STANDARD TRIANGULATION BRONZE REFERENCE MARK DISK ATOP STAMPED
 GY3252'JACKSON NO. 1 1950.
 GY3252'
 GY3252'REFERENCE MARK NO. 2.  THE MARK PROJECTS ABOUT 2 FEET AND THE DISK IS
 GY3252'STAMPED JACKSON NO. 2 1950.
 GY3252'
 GY3252'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3252'
 GY3252'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 15 AND
 GY3252'NO. 30 IN JACKSON, GO SOUTHWEST ON STATE HIGHWAY NO. 30 FOR 1.2 MILE
 GY3252'TO TOP OF HILL AND A DRIVEWAY ON THE RIGHT AND A FOOT PATH ON THE
 GY3252'RIGHT AND END OF TRUCK TRAVEL, HERE PACK NORTH ON FOOT PATH TO THE
 GY3252'HIGHEST POINT ON HILL WHICH IS THE SECOND RIDGE AND THE STATION AS
 GY3252'DESCRIBED.  (30 MINUTE PACK).
 GY3252'
 GY3252'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GY3252
 GY3252                          STATION RECOVERY (1959)
 GY3252
 GY3252'RECOVERY NOTE BY THOMAS ENG AND SURV 1959 (HBW)
 GY3252'STATION WAS FOUND UNDISTURBED.
 GY3252'
 GY3252'REFERENCE MARK 1 IS IN POOR CONDITION, CAST IRON PIPE HAS 2 LARGE
 GY3252'PIECES MISSING.
 GY3252'
 GY3252'REFERENCE MARK 2 IS IN POOR CONDITION, AN ATTEMPT AT REMOVAL BY
 GY3252'PRYING HAS BEEN MADE.  THE DISTANCE FROM REFERENCE MARK 1 TO STATION
 GY3252'WAS FOUND TO BE 5.43 METERS.  THE DISTANCE FROM REFERENCE MARK 2 TO
 GY3252'STATION WAS FOUND TO BE 7.78 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2778 ***********************************************************************
 GZ2778  DESIGNATION -  JACKSON
 GZ2778  PID         -  GZ2778
 GZ2778  STATE/COUNTY-  KY/BULLITT
 GZ2778  USGS QUAD   -  SAMUELS (1991)
 GZ2778
 GZ2778                         *CURRENT SURVEY CONTROL
 GZ2778  ___________________________________________________________________
 GZ2778* NAD 83(1993)-  37 56 44.05465(N)    085 36 12.22713(W)     ADJUSTED  
 GZ2778* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 GZ2778  ___________________________________________________________________
 GZ2778  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 GZ2778  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 GZ2778
 GZ2778  HORZ ORDER  -  FIRST
 GZ2778
 GZ2778.The horizontal coordinates were established by classical geodetic methods
 GZ2778.and adjusted by the National Geodetic Survey in December 1995..
 GZ2778
 GZ2778.The orthometric height was scaled from a topographic map.
 GZ2778
 GZ2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2778
 GZ2778.The geoid height was determined by GEOID03.
 GZ2778
 GZ2778;                    North         East     Units Scale Factor Converg.
 GZ2778;SPC KY1Z     - 1,178,940.178 1,512,884.843   MT  0.99990567   +0 05 24.0
 GZ2778;SPC KY1Z     - 3,867,906.23  4,963,523.02   sFT  0.99990567   +0 05 24.0
 GZ2778;SPC KY N     -    50,330.824   381,043.949   MT  1.00000326   -0 50 30.9
 GZ2778;SPC KY N     -   165,127.05  1,250,141.69   sFT  1.00000326   -0 50 30.9
 GZ2778;SPC KY S     -   678,933.675   512,886.088   MT  1.00000226   +0 05 20.1
 GZ2778;SPC KY S     - 2,227,468.23  1,682,693.77   sFT  1.00000226   +0 05 20.1
 GZ2778;UTM  16      - 4,200,695.755   622,711.627   MT  0.99978546   +0 51 32.0
 GZ2778
 GZ2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2778!SPC KY1Z     -   0.99996100  x   0.99990567  =   0.99986667
 GZ2778!SPC KY N     -   0.99996100  x   1.00000326  =   0.99996426
 GZ2778!SPC KY S     -   0.99996100  x   1.00000226  =   0.99996326
 GZ2778!UTM  16      -   0.99996100  x   0.99978546  =   0.99974647
 GZ2778
 GZ2778:                Primary Azimuth Mark                     Grid Az
 GZ2778:SPC KY1Z     -  MT WASHINGTON CHURCH SPIRE               023 46 50.0
 GZ2778:SPC KY N     -  MT WASHINGTON CHURCH SPIRE               024 42 44.9
 GZ2778:SPC KY S     -  MT WASHINGTON CHURCH SPIRE               023 46 53.9
 GZ2778:UTM  16      -  MT WASHINGTON CHURCH SPIRE               023 00 42.0
 GZ2778
 GZ2778|---------------------------------------------------------------------|
 GZ2778| PID    Reference Object                     Distance      Geod. Az  |
 GZ2778|                                                           dddmmss.s |
 GZ2778| HZ2178 MT WASHINGTON CHURCH SPIRE          APPROX.12.6 KM 0235214.0 |
 GZ2778| GZ2779 WHITE LICK RESET                    APPROX.10.7 KM 1501218.3 |
 GZ2778| GZ2777 DRY KNOB                            APPROX. 1.6 KM 1781317.0 |
 GZ2778| CG8212 JACKSON RM 1                         23.342 METERS 21535     |
 GZ2778| CG8213 JACKSON RM 2                         19.897 METERS 30934     |
 GZ2778|---------------------------------------------------------------------|
 GZ2778
 GZ2778                          SUPERSEDED SURVEY CONTROL
 GZ2778
 GZ2778  NAD 83(1986)-  37 56 44.06120(N)    085 36 12.23650(W) AD(       ) 1
 GZ2778  NAD 27      -  37 56 43.83600(N)    085 36 12.40200(W) AD(       ) 1
 GZ2778
 GZ2778.Superseded values are not recommended for survey control.
 GZ2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2778.See file dsdata.txt to determine how the superseded data were derived.
 GZ2778
 GZ2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2271200696(NAD 83)
 GZ2778_MARKER: H = DRILL HOLE
 GZ2778_SETTING: 80 = SET IN A BOULDER
 GZ2778
 GZ2778  HISTORY     - Date     Condition        Report By
 GZ2778  HISTORY     - 1883     MONUMENTED       CGS
 GZ2778  HISTORY     - 1933     SEE DESCRIPTION  CGS
 GZ2778  HISTORY     - 1948     GOOD             USGS
 GZ2778
 GZ2778                          STATION DESCRIPTION
 GZ2778
 GZ2778'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (JFP)
 GZ2778'STATION IS ABOUT 7 MILES FROM BARDSTOWN JUNCTION AND ABOUT 1-1/4
 GZ2778'MILES EAST OF BIG
 GZ2778'SPRINGS STATION ON THE BARDSTOWN BRANCH OF THE LOUISVILLE AND
 GZ2778'NASHVILLE RAILROAD, ON LAND BELONGING TO DORA JACKSON, ON THE
 GZ2778'TOP OF A ROUNDED KNOB ABOUT 1/4 MILE TO THE NORTHWARD OF HER HOUSE.
 GZ2778'THREE REFERENCE MARKS,
 GZ2778'EACH CONSISTING OF A BOULDER WITH AN ARROW POINTING TOWARD THE
 GZ2778'STATION CHISELED IN ITS UPPER SURFACE, ARE 1.83 METERS FROM THE
 GZ2778'STATION NORTH, EAST AND SOUTH, RESPECTIVELY.
 GZ2778
 GZ2778                          STATION RECOVERY (1933)
 GZ2778
 GZ2778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GZ2778'STATION IS ABOUT 7 MILES EAST-SOUTHEAST OF
 GZ2778'SHEPARDSVILLE ON
 GZ2778'LAND OWNED BY THE JACKSON BROTHERS, ON A FLAT-TOPPED KNOB TO THE
 GZ2778'SOUTHWARD FROM THE OLD DORA JACKSON CABIN. THE MARK IS ON THE WEST
 GZ2778'SIDE OF THE KNOLL (SOMEWHAT THE WEST SLOPE). THERE ARE A FEW ROCKS
 GZ2778'NEAR THE SITE. THE STATION IS 10.2 FEET EAST OF AN 8-INCH HICKORY
 GZ2778'TREE (BLAZE), 13 FEET NORTHWEST OF A 8-INCH CHESTNUT OAK (BLAZE) AND
 GZ2778'NEAR THREE 8-INCH STUMPS. THE MARK PROJECTS 6 INCHES.
 GZ2778'
 GZ2778'TO REACH FROM SHEPHARDSVILLE, GO SOUTH ON STATE HIGHWAY 61 FOR 0.8
 GZ2778'MILE FROM THE COURTHOUSE TO A GRADED ROAD TO THE LEFT, AND TAKE
 GZ2778'LEFT ON THIS ROAD FOR 2.2 MILES TO A FORK. TAKE RIGHT FORK ACROSS TWO
 GZ2778'BRIDGES AND GO 1.9 MILES TO FORK AT CEDAR GROVE CHURCH. TAKE RIGHT
 GZ2778'FORK AND GO 1.8 MILES TO A NARROW LANE TO THE RIGHT, FOLLOW THIS LANE
 GZ2778'FOR ABOUT 1 MILE TO THE OLD DORA JACKSON CABIN ON THE RIGHT. THERE IS
 GZ2778'A DIM TRAIL LEADING TO THE STATION, WHICH IS TO THE SOUTHWARD. A
 GZ2778'TRUCK CAN BE DRIVEN TO THE STATION DURING DRY WEATHER BY TAKING RIGHT
 GZ2778'AFTER PASSING THROUGH FIRST GATE (RAIL FENCE) TO GATE ON THE LITTLE
 GZ2778'RISE, HERE TAKE LEFT THROUGH ORCHARD. FOLLOW TRAIL TO THE TOP OF THE
 GZ2778'RIDGE AND TURN LEFT (120 DEGREES) AT BLAZE ON TREE AND FOLLOW
 GZ2778'THIS TRAIL ON RIDGE TO STATION.
 GZ2778'
 GZ2778'THE STATION AND REFERENCE MARKS WERE RE-MARKED WITH STANDARD BRONZE
 GZ2778'DISKS SET AS DESCRIBED.
 GZ2778'
 GZ2778'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION AND DOWN THE SLOPE A
 GZ2778'LITTLE. THE MARK PROJECTS 10 INCHES. REFERENCE MARK NO. 2 IS
 GZ2778'NORTHWEST OF THE STATION AND PROJECTS 10 INCHES.
 GZ2778'
 GZ2778'A 64-FOOT TOWER WAS ERECTED.
 GZ2778
 GZ2778                          STATION RECOVERY (1948)
 GZ2778
 GZ2778'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GZ2778'STATION STAMPED JACKSON 1883 1933 RECOVERED IN GOOD CONDITION.
 GZ2778'
 GZ2778'THERE IS NO LONGER A TRAIL FROM THE OLD DORA JACKSON CABIN AND FROM
 GZ2778'THIS POINT IS ABOUT A 1/2 HOUR CLIMB TO STATION WHICH IS ON KNOB
 GZ2778'TO SE OF CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2417 ***********************************************************************
 HZ2417  DESIGNATION -  JACOBY
 HZ2417  PID         -  HZ2417
 HZ2417  STATE/COUNTY-  KY/BOURBON
 HZ2417  USGS QUAD   -  PARIS WEST (1987)
 HZ2417
 HZ2417                         *CURRENT SURVEY CONTROL
 HZ2417  ___________________________________________________________________
 HZ2417* NAD 83(1993)-  38 08 46.01666(N)    084 22 11.53300(W)     ADJUSTED  
 HZ2417* NAVD 88     -       307.80   (+/-2cm)    1009.8    (feet)  VERTCON   
 HZ2417  ___________________________________________________________________
 HZ2417  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 HZ2417  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ2417
 HZ2417  HORZ ORDER  -  FIRST
 HZ2417  VERT ORDER  -  THIRD ? (See Below)
 HZ2417
 HZ2417.The horizontal coordinates were established by classical geodetic methods
 HZ2417.and adjusted by the National Geodetic Survey in December 1995..
 HZ2417
 HZ2417.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2417.The vertical order pertains to the NGVD 29 superseded value.
 HZ2417
 HZ2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2417
 HZ2417.The geoid height was determined by GEOID03.
 HZ2417
 HZ2417;                    North         East     Units Scale Factor Converg.
 HZ2417;SPC KY1Z     - 1,202,082.500 1,620,964.704   MT  0.99991599   +0 50 50.4
 HZ2417;SPC KY1Z     - 3,943,832.34  5,318,115.03   sFT  0.99991599   +0 50 50.4
 HZ2417;SPC KY N     -    71,723.404   489,492.660   MT  0.99997770   -0 04 28.4
 HZ2417;SPC KY N     -   235,312.53  1,605,943.84   sFT  0.99997770   -0 04 28.4
 HZ2417;UTM  16      - 4,225,295.829   730,478.806   MT  1.00025427   +1 37 31.0
 HZ2417
 HZ2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2417!SPC KY1Z     -   0.99995696  x   0.99991599  =   0.99987295
 HZ2417!SPC KY N     -   0.99995696  x   0.99997770  =   0.99993466
 HZ2417!UTM  16      -   0.99995696  x   1.00025427  =   1.00021122
 HZ2417
 HZ2417:                Primary Azimuth Mark                     Grid Az
 HZ2417:SPC KY1Z     -  SPARKS                                   099 36 00.8
 HZ2417:SPC KY N     -  SPARKS                                   100 31 19.6
 HZ2417:UTM  16      -  SPARKS                                   098 49 20.2
 HZ2417
 HZ2417|---------------------------------------------------------------------|
 HZ2417| PID    Reference Object                     Distance      Geod. Az  |
 HZ2417|                                                           dddmmss.s |
 HZ2417| HZ2412 SPARKS                              APPROX. 9.8 KM 1002651.2 |
 HZ2417| HZ2421 LEXINGTON SIGNAL DEPOT TANK         APPROX. 8.4 KM 1493818.9 |
 HZ2417| DB9484 JACOBY RM 1                          36.180 METERS 17856     |
 HZ2417| HZ2471 LEXINGTON ST PAULS CATH CH          APPROX.16.1 KM 2260640.4 |
 HZ2417| HZ2432 LEXINGTON RADIO STA WLEX MAST       APPROX.13.6 KM 2285804.2 |
 HZ2417| HZ2468 LEXINGTON RADIO STA WLAP MAST       APPROX.18.4 KM 2315914.6 |
 HZ2417| DB9483 JACOBY AZ MK                                       2465610.9 |
 HZ2417| HZ2469 US PUBLIC HEALTH HOSP TANK          APPROX.16.9 KM 2554956.4 |
 HZ2417| DB9485 JACOBY RM 2                          29.688 METERS 26722     |
 HZ2417| HZ2458 GEORGETOWN MUNICIPAL TANK           APPROX.17.9 KM 2934048.1 |
 HZ2417|---------------------------------------------------------------------|
 HZ2417
 HZ2417                          SUPERSEDED SURVEY CONTROL
 HZ2417
 HZ2417  NAD 83(1986)-  38 08 46.02346(N)    084 22 11.54080(W) AD(       ) 1
 HZ2417  NAD 27      -  38 08 45.74900(N)    084 22 11.77400(W) AD(       ) 1
 HZ2417  NGVD 29 (07/19/86)  307.97   (m)         1010.4    (f) LEVELING    3  
 HZ2417
 HZ2417.Superseded values are not recommended for survey control.
 HZ2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2417.See file dsdata.txt to determine how the superseded data were derived.
 HZ2417
 HZ2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3047925296(NAD 83)
 HZ2417_MARKER: DS = TRIANGULATION STATION DISK
 HZ2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2417_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2417
 HZ2417  HISTORY     - Date     Condition        Report By
 HZ2417  HISTORY     - 1935     MONUMENTED       CGS
 HZ2417  HISTORY     - 1949     GOOD             CGS
 HZ2417  HISTORY     - 1952     GOOD             USGS
 HZ2417
 HZ2417                          STATION DESCRIPTION
 HZ2417
 HZ2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2417'THE STATION IS LOCATED ON THE PROPERTY OF M.R. JACOBY ON THE
 HZ2417'BOURBON-FAYETTE COUNTY LINE ABOUT 8 MILES SW OF PARIS AND 9-1/2 MILES
 HZ2417'NE OF LEXINGTON.  IT IS LOCATED IN A LARGE PASTURE ABOUT 100 YARDS S
 HZ2417'OF THE HARP-ENNIS PIKE AND 68 FEET NNW OF THE SW CORNER OF A
 HZ2417'TOBACCO BARN.  THE MARK IS SET ABOUT 10 INCHES BELOW THE SURFACE.
 HZ2417'
 HZ2417'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2417'DISKS SET IN CONCRETE.
 HZ2417'
 HZ2417'REFERENCE MARK NO.1 IS S OF THE STATION, 1 FOOT W OF THE FENCE LINE
 HZ2417'AND ABOUT 54 FEET S TO THE SW CORNER OF THE TOBACCO BARN.
 HZ2417'
 HZ2417'REFERENCE MARK NO.2 IS W OF THE STATION IN THE PASTURE, 132.7 FEET
 HZ2417'WNW OF THE SW CORNER OF THE TOBACCO BARN.
 HZ2417'
 HZ2417'AZIMUTH MARK IS SW OF THE STATION, 6 INCHES N OF AN E-W FENCE LINE
 HZ2417'AND 120 FEET W OF A FARM GATE AND ROAD LEADING THROUGH THE PASTURE.
 HZ2417'
 HZ2417'TO REACH FROM THE POST OFFICE IN LEXINGTON-- GO NE ON HIGHWAY 27 FOR
 HZ2417'ABOUT 10-1/2 MILES TO THE HARP-ENNIS PIKE TO LEFT.  TURN LEFT ON THE
 HZ2417'PIKE AND GO 0.8 MILE TO A GATE TO THE LEFT.  TURN LEFT THROUGH THE
 HZ2417'GATE AND GO ABOUT 100 YARDS TO A LARGE TOBACCO BARN AND THE STATION.
 HZ2417'
 HZ2417'A 90 FOOT TOWER WILL CLEAR ALL LINES.
 HZ2417'
 HZ2417'CUT INS SHOWN ON THE FACE OF DESCRIPTION ARE VISIBLE FROM GROUND.
 HZ2417
 HZ2417                          STATION RECOVERY (1949)
 HZ2417
 HZ2417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2417'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HZ2417'GOOD CONDITION.  DISTANCES AND DIRECTIONS TO ALL MARKS WERE CHECKED
 HZ2417'AS NOTED BELOW.  OLD DESCRIPTION AND TO REACH IS ADEQUATE.
 HZ2417'
 HZ2417'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2417
 HZ2417                          STATION RECOVERY (1952)
 HZ2417
 HZ2417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952 (MAH)
 HZ2417'STATION FOUND IN GOOD CONDITION.  STATION 51.3 FT. NORTH OF SW CORNER
 HZ2417'OF BARN, 15 FT. NORTH OF NW CORNER OF BARN, 61 FT. ENE OF POWER
 HZ2417'POLE, 8 FT. SOUTH OF WHITE WOODEN WITNESS POST.  RM NO.2 IN GOOD
 HZ2417'CONDITION, RM NO.1 WAS DESTROYED, AZIMUTH MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0558 ***********************************************************************
 HZ0558  DESIGNATION -  JAIL
 HZ0558  PID         -  HZ0558
 HZ0558  STATE/COUNTY-  KY/GALLATIN
 HZ0558  USGS QUAD   -  FLORENCE (1994)
 HZ0558
 HZ0558                         *CURRENT SURVEY CONTROL
 HZ0558  ___________________________________________________________________
 HZ0558* NAD 83(1986)-  38 46 58.     (N)    084 54 06.     (W)     SCALED    
 HZ0558* NAVD 88     -       150.331  (meters)     493.21   (feet)  ADJUSTED  
 HZ0558  ___________________________________________________________________
 HZ0558  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0558  DYNAMIC HT  -         150.236 (meters)     492.90  (feet)  COMP
 HZ0558  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 HZ0558
 HZ0558  VERT ORDER  -  FIRST     CLASS II
 HZ0558
 HZ0558.The horizontal coordinates were scaled from a topographic map and have
 HZ0558.an estimated accuracy of +/- 6 seconds.
 HZ0558
 HZ0558.The orthometric height was determined by differential leveling
 HZ0558.and adjusted by the National Geodetic Survey in June 1991..
 HZ0558
 HZ0558.The geoid height was determined by GEOID03.
 HZ0558
 HZ0558.The dynamic height is computed by dividing the NAVD 88
 HZ0558.geopotential number by the normal gravity value computed on the
 HZ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0558.degrees latitude (g = 980.6199 gals.).
 HZ0558
 HZ0558.The modeled gravity was interpolated from observed gravity values.
 HZ0558
 HZ0558;                    North         East    Units  Estimated Accuracy
 HZ0558;SPC KY1Z     - 1,272,190.    1,573,710.      MT  (+/- 180 meters Scaled)
 HZ0558
 HZ0558                          SUPERSEDED SURVEY CONTROL
 HZ0558
 HZ0558  NGVD 29 (??/??/92)  150.523  (m)          493.84   (f) ADJ UNCH    1 2
 HZ0558
 HZ0558.Superseded values are not recommended for survey control.
 HZ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0558.See file dsdata.txt to determine how the superseded data were derived.
 HZ0558
 HZ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH822947(NAD 83)
 HZ0558_MARKER: Q = CHISELED SQUARE
 HZ0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0558_SP_SET: STEP
 HZ0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0558
 HZ0558  HISTORY     - Date     Condition        Report By
 HZ0558  HISTORY     - UNK      MONUMENTED       CGS
 HZ0558  HISTORY     - 1954     GOOD             NGS
 HZ0558  HISTORY     - 1964     GOOD             NGS
 HZ0558  HISTORY     - 1989     GOOD             USPSQD
 HZ0558  HISTORY     - 19970726 POOR             USPSQD
 HZ0558
 HZ0558                          STATION DESCRIPTION
 HZ0558
 HZ0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ0558'AT WARSAW.
 HZ0558'AT WARSAW, ABOUT 0.1 MILE SOUTHEAST OF THE COURT HOUSE, LOCATED
 HZ0558'AT MAIN CROSS AND EAST PEARL STREETS, IN THE TOP OF THE SOUTHWEST
 HZ0558'END OF THE TOP STEP OF THE NORTHWEST ENTRANCE TO COUNTY JAIL,
 HZ0558'9.8 FEET NORTHEAST OF WEST CORNER OF BUILDING AND ABOUT 1 1/2
 HZ0558'FEET ABOVE GROUND.
 HZ0558
 HZ0558                          STATION RECOVERY (1964)
 HZ0558
 HZ0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0558'RECOVERED IN GOOD CONDITION.
 HZ0558
 HZ0558                          STATION RECOVERY (1989)
 HZ0558
 HZ0558'RECOVERY NOTE BY US POWER SQUADRON 1989 (CS)
 HZ0558'RECOVERED IN GOOD CONDITION.
 HZ0558
 HZ0558                          STATION RECOVERY (1997)
 HZ0558
 HZ0558'RECOVERY NOTE BY US POWER SQUADRON 1997
 HZ0558'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2800 ***********************************************************************
 GZ2800  DESIGNATION -  JAMES
 GZ2800  PID         -  GZ2800
 GZ2800  STATE/COUNTY-  KY/HARDIN
 GZ2800  USGS QUAD   -  NELSONVILLE (1987)
 GZ2800
 GZ2800                         *CURRENT SURVEY CONTROL
 GZ2800  ___________________________________________________________________
 GZ2800* NAD 83(1993)-  37 41 09.67946(N)    085 43 58.17855(W)     ADJUSTED  
 GZ2800* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 GZ2800  ___________________________________________________________________
 GZ2800  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 GZ2800  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GZ2800
 GZ2800  HORZ ORDER  -  SECOND
 GZ2800
 GZ2800.The horizontal coordinates were established by classical geodetic methods
 GZ2800.and adjusted by the National Geodetic Survey in December 1995..
 GZ2800
 GZ2800.The orthometric height was scaled from a topographic map.
 GZ2800
 GZ2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2800
 GZ2800.The geoid height was determined by GEOID03.
 GZ2800
 GZ2800;                    North         East     Units Scale Factor Converg.
 GZ2800;SPC KY1Z     - 1,150,124.811 1,501,514.586   MT  0.99991044   +0 00 38.0
 GZ2800;SPC KY1Z     - 3,773,367.82  4,926,219.10   sFT  0.99991044   +0 00 38.0
 GZ2800;SPC KY S     -   650,116.263   501,514.668   MT  0.99996421   +0 00 37.5
 GZ2800;SPC KY S     - 2,132,923.11  1,645,386.04   sFT  0.99996421   +0 00 37.5
 GZ2800;UTM  16      - 4,171,734.834   611,729.356   MT  0.99975376   +0 46 29.1
 GZ2800
 GZ2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2800!SPC KY1Z     -   0.99995968  x   0.99991044  =   0.99987012
 GZ2800!SPC KY S     -   0.99995968  x   0.99996421  =   0.99992389
 GZ2800!UTM  16      -   0.99995968  x   0.99975376  =   0.99971345
 GZ2800
 GZ2800:                Primary Azimuth Mark                     Grid Az
 GZ2800:SPC KY1Z     -  JAMES AZ MK                              203 49 40.5
 GZ2800:SPC KY S     -  JAMES AZ MK                              203 49 41.0
 GZ2800:UTM  16      -  JAMES AZ MK                              203 03 49.4
 GZ2800
 GZ2800|---------------------------------------------------------------------|
 GZ2800| PID    Reference Object                     Distance      Geod. Az  |
 GZ2800|                                                           dddmmss.s |
 GZ2800| CG8220 JAMES AZ MK                                        2035018.5 |
 GZ2800| CG8221 JAMES RM 1                           26.350 METERS 22155     |
 GZ2800| CG8222 JAMES RM 2                           24.265 METERS 30855     |
 GZ2800| GZ2802 TT 5 TN USGS 1951                    61.237 METERS 31425     |
 GZ2800|---------------------------------------------------------------------|
 GZ2800
 GZ2800                          SUPERSEDED SURVEY CONTROL
 GZ2800
 GZ2800  NAD 83(1986)-  37 41 09.68698(N)    085 43 58.18668(W) AD(       ) 2
 GZ2800  NAD 27      -  37 41 09.45900(N)    085 43 58.33600(W) AD(       ) 2
 GZ2800
 GZ2800.Superseded values are not recommended for survey control.
 GZ2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2800.See file dsdata.txt to determine how the superseded data were derived.
 GZ2800
 GZ2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG1172971735(NAD 83)
 GZ2800_MARKER: DS = TRIANGULATION STATION DISK
 GZ2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2800
 GZ2800  HISTORY     - Date     Condition        Report By
 GZ2800  HISTORY     - 1951     MONUMENTED       CGS
 GZ2800
 GZ2800                          STATION DESCRIPTION
 GZ2800
 GZ2800'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2800'STATION IS LOCATED ABOUT 7.5 MILES NORTH OF HODGENVILLE AND 7 MILES
 GZ2800'EAST OF ELIZABETHTOWN ON THE GROUNDS OF THE JAMES CHAPEL SCHOOL
 GZ2800'HOUSE. IT IS 34 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL
 GZ2800'HOUSE. THE MARK IS SET FLUSH WITH THE GROUND SURFACE AND THE DISK
 GZ2800'STAMPED JAMES 1951.
 GZ2800'
 GZ2800'REFERENCE MARK NO. 1 IS SET IN THE SOUTHWEST SECTION OF THE SCHOOL
 GZ2800'YARD ABOUT 1 FOOT LOWER IN ELEVATION THAN STATION MARK. THE MARK
 GZ2800'IS SET FLUSH WITH THE GROUND SURFACE AND THE DISK STAMPED JAMES NO 1
 GZ2800'1951.
 GZ2800'
 GZ2800'REFERENCE MARK NO. 2 IS 24 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GZ2800'THE SCHOOL HOUSE AND ABOUT 1 FOOT LOWER IN ELEVATION THAN
 GZ2800'STATION MARK. THE MARK IS SET FLUSH WITH THE GROUND SURFACE AND THE
 GZ2800'DISK STAMPED JAMES NO 2 1951.
 GZ2800'
 GZ2800'TT 5 TN (USGS) BM IS 42 FEET SOUTHWEST OF THE CENTER OF GRAVELED ROAD
 GZ2800'AND 13 FEET NORTHEAST OF THE CENTER OF DRIVEWAY INTO SCHOOL YARD.
 GZ2800'THE MARK IS A 6 INCH SQUARE CONCRETE POST PROJECTING ABOUT 10 INCHES
 GZ2800'AND THE DISK A STANDARD U.S.  GEOLOGICAL SURVEY BENCH MARK DISK
 GZ2800'STAMPED TT 5 1933 TN 963 (FEET ABOVE SEA LEVEL).
 GZ2800'
 GZ2800'THE AZIMUTH MARK IS 15 FEET EAST OF THE CENTER OF GRAVELED ROAD, 14
 GZ2800'FEET SOUTH OF THE CENTER OF DRIVEWAY TO BARN, 10 FEET NORTH OF AN
 GZ2800'18 INCH OAK TREE AND 3 FEET SOUTH OF A WHITE WITNESS POST. THE MARK
 GZ2800'PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED JAMES 1951.
 GZ2800'
 GZ2800'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY NO. 31W AND
 GZ2800'STATE HIGHWAY NO. 61 AT THE SOUTH SIDE OF THE COURTHOUSE
 GZ2800'SQUARE IN ELIZABETHTOWN, GO SOUTH ON U.S. HIGHWAY NO. 31W AND STATE
 GZ2800'HIGHWAY NO. 61 FOR 0.4 MILE TO JUNCTION WITH STATE HIGHWAY
 GZ2800'NO. 567 LEFT, TURN LEFT AND FOLLOW HIGHWAY 567 SOUTHEAST
 GZ2800'FOR 4.8 MILES TO THE VALLEY CREEK CHURCH ON
 GZ2800'THE RIGHT, CONTINUE ON HIGHWAY FOR 0.2 MILE TO END OF BLACK TOP AND A
 GZ2800'SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD ON HIGHWAY 567 FOR 2.6
 GZ2800'MILES TO FORK AND THE JAMES CHAPEL SCHOOL HOUSE IN ANGLE, BEAR LEFT
 GZ2800'TO THE SOUTH SIDE OF SCHOOL HOUSE TO DRIVEWAY, TURN RIGHT INTO
 GZ2800'DRIVEWAY AND GO WEST TO STATION AS DESCRIBED.
 GZ2800'
 GZ2800'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ABOUT 0.05 MILE
 GZ2800'TO THE ROAD FORK, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 0.4 MILE
 GZ2800'TO THE MARK ON THE EAST SIDE AS DESCRIBED.
 GZ2800'
 GZ2800'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1468 ***********************************************************************
 GB1468  DESIGNATION -  JAMESTOWN
 GB1468  PID         -  GB1468
 GB1468  STATE/COUNTY-  KY/RUSSELL
 GB1468  USGS QUAD   -  JAMESTOWN (1978)
 GB1468
 GB1468                         *CURRENT SURVEY CONTROL
 GB1468  ___________________________________________________________________
 GB1468* NAD 83(1993)-  36 59 05.14476(N)    085 04 00.38905(W)     ADJUSTED  
 GB1468* NAVD 88     -       311.884  (meters)    1023.24   (feet)  ADJUSTED  
 GB1468  ___________________________________________________________________
 GB1468  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 GB1468  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GB1468  DYNAMIC HT  -         311.625 (meters)    1022.39  (feet)  COMP
 GB1468  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 GB1468
 GB1468  HORZ ORDER  -  THIRD
 GB1468  VERT ORDER  -  SECOND    CLASS 0
 GB1468
 GB1468.The horizontal coordinates were established by classical geodetic methods
 GB1468.and adjusted by the National Geodetic Survey in December 1995..
 GB1468
 GB1468.The orthometric height was determined by differential leveling
 GB1468.and adjusted by the National Geodetic Survey in June 1991..
 GB1468
 GB1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1468
 GB1468.The geoid height was determined by GEOID03.
 GB1468
 GB1468.The dynamic height is computed by dividing the NAVD 88
 GB1468.geopotential number by the normal gravity value computed on the
 GB1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1468.degrees latitude (g = 980.6199 gals.).
 GB1468
 GB1468.The modeled gravity was interpolated from observed gravity values.
 GB1468
 GB1468;                    North         East     Units Scale Factor Converg.
 GB1468;SPC KY1Z     - 1,072,522.252 1,560,828.136   MT  1.00002505   +0 25 10.1
 GB1468;SPC KY1Z     - 3,518,766.76  5,120,816.98   sFT  1.00002505   +0 25 10.1
 GB1468;SPC KY S     -   572,511.267   560,824.429   MT  0.99996389   +0 24 51.7
 GB1468;SPC KY S     - 1,878,314.05  1,839,971.48   sFT  0.99996389   +0 24 51.7
 GB1468;UTM  16      - 4,094,928.644   672,054.199   MT  0.99996469   +1 09 47.9
 GB1468
 GB1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1468!SPC KY1Z     -   0.99995595  x   1.00002505  =   0.99998100
 GB1468!SPC KY S     -   0.99995595  x   0.99996389  =   0.99991984
 GB1468!UTM  16      -   0.99995595  x   0.99996469  =   0.99992064
 GB1468
 GB1468|---------------------------------------------------------------------|
 GB1468| PID    Reference Object                     Distance      Geod. Az  |
 GB1468|                                                           dddmmss.s |
 GB1468| GB2348 JAMESTOWN MUNICIPAL TANK              6.582 METERS 11649     |
 GB1468| GB1469 JAMESTOWN RM 1                        6.090 METERS 17126     |
 GB1468| GB1483 RODGERS                             APPROX. 6.9 KM 1981230.7 |
 GB1468| GB1470 JAMESTOWN RM 2                                     22614     |
 GB1468|---------------------------------------------------------------------|
 GB1468
 GB1468                          SUPERSEDED SURVEY CONTROL
 GB1468
 GB1468  NAD 83(1986)-  36 59 05.15493(N)    085 04 00.39618(W) AD(       ) 3
 GB1468  NAD 27      -  36 59 04.91700(N)    085 04 00.55900(W) AD(       ) 3
 GB1468  NGVD 29 (??/??/92)  312.026  (m)         1023.71   (f) ADJ UNCH    2 0
 GB1468
 GB1468.Superseded values are not recommended for survey control.
 GB1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1468.See file dsdata.txt to determine how the superseded data were derived.
 GB1468
 GB1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF7205494929(NAD 83)
 GB1468_MARKER: DS = TRIANGULATION STATION DISK
 GB1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1468_STAMPING: JAMESTOWN 1951 1023.705
 GB1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1468+STABILITY: SURFACE MOTION
 GB1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1468+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1468
 GB1468  HISTORY     - Date     Condition        Report By
 GB1468  HISTORY     - 1951     MONUMENTED       CGS
 GB1468  HISTORY     - 1951     GOOD             CGS
 GB1468  HISTORY     - 1958     GOOD             CGS
 GB1468  HISTORY     - 1958     GOOD             NGS
 GB1468  HISTORY     - 20040309 GOOD             KYDT
 GB1468
 GB1468                          STATION DESCRIPTION
 GB1468
 GB1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GB1468'STATION IS LOCATED IN THE NORTHWEST EDGE OF JAMESTOWN ON THE HIGHEST
 GB1468'POINT OF A PROMINENT HILL NEAR THE JAMESTOWN MUNICIPAL WATER
 GB1468'TANK. IT IS 19.98 FEET NORTH OF THE WEST LEG OF THE WATER TANK, 9
 GB1468'FEET WEST OF THE NORTH LEG OF WATER TANK AND 9.5 FEET NORTWEST OF
 GB1468'A WHITE WITNESS POST. THE MARK IS SET FLUSH WITH THE GROUND AND THE
 GB1468'DISK STAMPED JAMESTOWN 1951.
 GB1468'
 GB1468'REFERENCE MARK NO. 1 IS SET IN THE NORTHWEST CORNER OF THE CONCRETE
 GB1468'FOUNDATION OF THE WEST LEG OF THE WATER TANK. THE DISK IS SET
 GB1468'FLUSH WITH THE CONCRETE SURFACE AND STAMPED JAMESTOWN NO 1 1951.
 GB1468'
 GB1468'REFERENCE MARK NO. 2 IS 10.5 FEET NORTH OF A 6 INCH WILD CHERRY TREE.
 GB1468'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED JAMESTOWN
 GB1468'NO 2 1951.
 GB1468'
 GB1468'WITH A SMALL AMOUNT OF CLEARING THE SIMCOE DOCKERY MONUMENT LOCATED
 GB1468'IN THE METHODIST CHURCH CEMETERY CAN BE USED AS THE AZIMUTH
 GB1468'MARK. IT IS AN OBELISK STRUCTURE WITH AN OVER ALL HEIGHT OF ABOUT 30
 GB1468'FEET AND ABOUT 50 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GB1468'METHODIST CHURCH. POINT OBSERVED UPON, FINIAL OF MONUMENT.
 GB1468'
 GB1468'TO REACH THE STATION FROM THE CENTER OF THE SQUARE IN JAMESTOWN, GO
 GB1468'SOUTHWEST ON STATE HIGHWAY 35 FOR 0.1 MILE TO T-STREET RIGHT,
 GB1468'TURN RIGHT AND GO NORTH FOR 0.1 MILE TO T-INTERSECTION.  TURN LEFT AND
 GB1468'GO WEST FOR ABOUT 0.05 MILE, TURN RIGHT AND GO NORTH PASSING TWO
 GB1468'HOUSES ON THE LEFT, TURN LEFT ON TRACK ROAD FOR ABOUT 200 FEET TO THE
 GB1468'WATER TANK AND STATION AS DESCRIBED.
 GB1468
 GB1468                          STATION RECOVERY (1951)
 GB1468
 GB1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GB1468'AT JAMESTOWN.
 GB1468'AT JAMESTOWN, ABOUT 0.3 MILE WEST ALONG STREETS FROM THE COURT
 GB1468'HOUSE SQUARE, ON THE TOP OF A HILL AT THE CITY WATER TOWER, 21
 GB1468'FEET NORTHWEST OF THE STAND PIPE OF WATER TOWER, 20 FEET NORTH
 GB1468'OF RM NO. 1, 71 1/2 FEET NORTHEAST OF RM NO. 2, 9 1/2 FEET WEST
 GB1468'OF THE NORTH LEG OF WATER TOWER, AND SET IN THE TOP OF A CONCRETE
 GB1468'POST PROJECTING 2 INCHES.
 GB1468
 GB1468                          STATION RECOVERY (1958)
 GB1468
 GB1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 GB1468'TRIANGULATION DESCRIPTION NOT AVAILABLE AT THIS TIME. ALL MARKS WERE
 GB1468'RECOVERED IN GOOD CONDITION AND ELEVATION STAMPED ON ALL MARKS.
 GB1468
 GB1468                          STATION RECOVERY (1958)
 GB1468
 GB1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1468'RECOVERED IN GOOD CONDITION.
 GB1468
 GB1468                          STATION RECOVERY (2004)
 GB1468
 GB1468'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1468'WATER TANK NO LONGER HERE, CONCRETE BASES FOR LEGS/STANDPIPE REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2348 ***********************************************************************
 GB2348  DESIGNATION -  JAMESTOWN MUNICIPAL TANK
 GB2348  PID         -  GB2348
 GB2348  STATE/COUNTY-  KY/RUSSELL
 GB2348  USGS QUAD   -  JAMESTOWN (1978)
 GB2348
 GB2348                         *CURRENT SURVEY CONTROL
 GB2348  ___________________________________________________________________
 GB2348* NAD 83(1993)-  36 59 05.04842(N)    085 04 00.15154(W)     ADJUSTED  
 GB2348* NAVD 88     -                                                        
 GB2348  ___________________________________________________________________
 GB2348  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 GB2348  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GB2348
 GB2348  HORZ ORDER  -  THIRD
 GB2348
 GB2348.The horizontal coordinates were established by classical geodetic methods
 GB2348.and adjusted by the National Geodetic Survey in December 1995..
 GB2348
 GB2348
 GB2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2348
 GB2348.The geoid height was determined by GEOID03.
 GB2348
 GB2348;                    North         East     Units Scale Factor Converg.
 GB2348;SPC KY1Z     - 1,072,519.325 1,560,834.032   MT  1.00002505   +0 25 10.3
 GB2348;SPC KY1Z     - 3,518,757.15  5,120,836.32   sFT  1.00002505   +0 25 10.3
 GB2348;SPC KY S     -   572,508.340   560,830.324   MT  0.99996389   +0 24 51.8
 GB2348;SPC KY S     - 1,878,304.45  1,839,990.82   sFT  0.99996389   +0 24 51.8
 GB2348;UTM  16      - 4,094,925.794   672,060.132   MT  0.99996471   +1 09 48.1
 GB2348
 GB2348                          SUPERSEDED SURVEY CONTROL
 GB2348
 GB2348  NAD 83(1986)-  36 59 05.05855(N)    085 04 00.15864(W) AD(       ) 4
 GB2348  NAD 27      -  36 59 04.82000(N)    085 04 00.32100(W) AD(       ) 3
 GB2348
 GB2348.Superseded values are not recommended for survey control.
 GB2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2348.See file dsdata.txt to determine how the superseded data were derived.
 GB2348
 GB2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF7206094926(NAD 83)
 GB2348_MARKER: 53 = ELEVATED TANK
 GB2348
 GB2348  HISTORY     - Date     Condition        Report By
 GB2348  HISTORY     - 1951     FIRST OBSERVED   CGS
 GB2348
 GB2348                          STATION DESCRIPTION
 GB2348
 GB2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GB2348'STATION IS LOCATED IN THE NORTHWEST EDGE OF JAMESTOWN ON THE HIGHEST
 GB2348'POINT OF A PROMINENT HILL.  IT IS A FOUR LEGGED STEEL STRUCTURE
 GB2348'ABOUT 100 FEET HIGH.  THE ENTIRE STRUCTURE IS PAINTED ALUMINUM WITH
 GB2348'BLACK LETTERING JAMESTOWN, KY. ON THE NORTH AND SOUTH SIDES OF THE
 GB2348'TANK.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GB2348'JAMESTOWN AND THE DISTANCE IS 21.6 FEET, (6.60 METERS).
 GB2348'
 GB2348'TO REACH THE STATION FROM THE CENTER OF THE SQUARE IN JAMESTOWN, GO
 GB2348'SOUTHWEST ON STATE HIGHWAY 35 FOR 0.1 MILE TO SIDE STREET
 GB2348'RIGHT, TURN RIGHT AND GO NORTH FOR 0.1 MILE TO T-STREET INTERSECTION,
 GB2348'TURN LEFT FOR 0.05 MILE TO SIDE STREET RIGHT, TURN RIGHT NORTH
 GB2348'PASSING TWO HOUSES ON THE LEFT, CONTINUE ON AROUND TO THE NORTHWEST
 GB2348'SIDE OF TWO HOUSES FOR 0.05 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1469 ***********************************************************************
 GB1469  DESIGNATION -  JAMESTOWN RM 1
 GB1469  PID         -  GB1469
 GB1469  STATE/COUNTY-  KY/RUSSELL
 GB1469  USGS QUAD   -  JAMESTOWN (1978)
 GB1469
 GB1469                         *CURRENT SURVEY CONTROL
 GB1469  ___________________________________________________________________
 GB1469* NAD 83(1986)-  36 59 04.     (N)    085 04 00.     (W)     SCALED    
 GB1469* NAVD 88     -       312.215  (meters)    1024.33   (feet)  ADJUSTED  
 GB1469  ___________________________________________________________________
 GB1469  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GB1469  DYNAMIC HT  -         311.956 (meters)    1023.48  (feet)  COMP
 GB1469  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 GB1469
 GB1469  VERT ORDER  -  SECOND    CLASS 0
 GB1469
 GB1469.The horizontal coordinates were scaled from a topographic map and have
 GB1469.an estimated accuracy of +/- 6 seconds.
 GB1469
 GB1469.The orthometric height was determined by differential leveling
 GB1469.and adjusted by the National Geodetic Survey in June 1991..
 GB1469
 GB1469.The geoid height was determined by GEOID03.
 GB1469
 GB1469.The dynamic height is computed by dividing the NAVD 88
 GB1469.geopotential number by the normal gravity value computed on the
 GB1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1469.degrees latitude (g = 980.6199 gals.).
 GB1469
 GB1469.The modeled gravity was interpolated from observed gravity values.
 GB1469
 GB1469;                    North         East    Units  Estimated Accuracy
 GB1469;SPC KY1Z     - 1,072,490.    1,560,840.      MT  (+/- 180 meters Scaled)
 GB1469
 GB1469                          SUPERSEDED SURVEY CONTROL
 GB1469
 GB1469  NGVD 29 (??/??/92)  312.357  (m)         1024.79   (f) ADJ UNCH    2 0
 GB1469
 GB1469.Superseded values are not recommended for survey control.
 GB1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1469.See file dsdata.txt to determine how the superseded data were derived.
 GB1469
 GB1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF720948(NAD 83)
 GB1469_MARKER: DR = REFERENCE MARK DISK
 GB1469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1469_SP_SET: WATER TOWER LEG BASE
 GB1469_STAMPING: JAMESTOWN NO 1 1951 1024.791
 GB1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1469+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1469
 GB1469  HISTORY     - Date     Condition        Report By
 GB1469  HISTORY     - 1951     MONUMENTED       CGS
 GB1469  HISTORY     - 1958     GOOD             NGS
 GB1469  HISTORY     - 20040309 GOOD             KYDT
 GB1469
 GB1469                          STATION DESCRIPTION
 GB1469
 GB1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1469'AT JAMESTOWN.
 GB1469'AT JAMESTOWN, ABOUT 0.3 MILE WEST ALONG STREETS FROM THE COURT
 GB1469'HOUSE SQUARE, ON THE TOP OF A HILL AT THE CITY WATER TOWER,
 GB1469'SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE
 GB1469'OF THE WEST LEG OF WATER TOWER, 20 FEET SOUTH OF STATION MARK,
 GB1469'62 1/2 FEET EAST-NORTHEAST OF RM NO. 2, AND SET IN A DRILL
 GB1469'HOLE.
 GB1469
 GB1469                          STATION RECOVERY (1958)
 GB1469
 GB1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1469'RECOVERED IN GOOD CONDITION.
 GB1469
 GB1469                          STATION RECOVERY (2004)
 GB1469
 GB1469'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1469'WATER TANK NO LONGER HERE, CONCRETE BASES FOR LEGS/STANDPIPE REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1470 ***********************************************************************
 GB1470  DESIGNATION -  JAMESTOWN RM 2
 GB1470  PID         -  GB1470
 GB1470  STATE/COUNTY-  KY/RUSSELL
 GB1470  USGS QUAD   -  JAMESTOWN (1978)
 GB1470
 GB1470                         *CURRENT SURVEY CONTROL
 GB1470  ___________________________________________________________________
 GB1470* NAD 83(1986)-  36 59 04.     (N)    085 04 00.     (W)     SCALED    
 GB1470* NAVD 88     -       310.686  (meters)    1019.31   (feet)  ADJUSTED  
 GB1470  ___________________________________________________________________
 GB1470  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GB1470  DYNAMIC HT  -         310.428 (meters)    1018.46  (feet)  COMP
 GB1470  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 GB1470
 GB1470  VERT ORDER  -  SECOND    CLASS 0
 GB1470
 GB1470.The horizontal coordinates were scaled from a topographic map and have
 GB1470.an estimated accuracy of +/- 6 seconds.
 GB1470
 GB1470.The orthometric height was determined by differential leveling
 GB1470.and adjusted by the National Geodetic Survey in June 1991..
 GB1470
 GB1470.The geoid height was determined by GEOID03.
 GB1470
 GB1470.The dynamic height is computed by dividing the NAVD 88
 GB1470.geopotential number by the normal gravity value computed on the
 GB1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1470.degrees latitude (g = 980.6199 gals.).
 GB1470
 GB1470.The modeled gravity was interpolated from observed gravity values.
 GB1470
 GB1470;                    North         East    Units  Estimated Accuracy
 GB1470;SPC KY1Z     - 1,072,490.    1,560,840.      MT  (+/- 180 meters Scaled)
 GB1470
 GB1470                          SUPERSEDED SURVEY CONTROL
 GB1470
 GB1470  NGVD 29 (??/??/92)  310.828  (m)         1019.77   (f) ADJ UNCH    2 0
 GB1470
 GB1470.Superseded values are not recommended for survey control.
 GB1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1470.See file dsdata.txt to determine how the superseded data were derived.
 GB1470
 GB1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF720948(NAD 83)
 GB1470_MARKER: DR = REFERENCE MARK DISK
 GB1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1470_STAMPING: JAMESTOWN NO 2 1951 1019.775
 GB1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1470+STABILITY: SURFACE MOTION
 GB1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1470+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1470
 GB1470  HISTORY     - Date     Condition        Report By
 GB1470  HISTORY     - 1951     MONUMENTED       CGS
 GB1470  HISTORY     - 1958     GOOD             NGS
 GB1470  HISTORY     - 20040309 GOOD             KYDT
 GB1470
 GB1470                          STATION DESCRIPTION
 GB1470
 GB1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1470'AT JAMESTOWN.
 GB1470'AT JAMESTOWN, ABOUT 0.3 MILE WEST ALONG STREETS FROM THE COURT
 GB1470'HOUSE SQUARE, AT THE TOP OF A HILL, AT THE CITY WATER TOWER, 64
 GB1470'FEET WEST-SOUTHWEST OF RM NO. 1 AND WEST LEG OF WATER TOWER, 71 1/2
 GB1470'FEET SOUTHWEST OF THE STATION MARK, ABOUT 6 FEET BELOW STATION
 GB1470'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GB1470'NOTE-- THE MARK IS COVERED WITH A HEAVY GROWTH OF HONEYSUCKLE
 GB1470'VINES.
 GB1470
 GB1470                          STATION RECOVERY (1958)
 GB1470
 GB1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1470'RECOVERED IN GOOD CONDITION.
 GB1470
 GB1470                          STATION RECOVERY (2004)
 GB1470
 GB1470'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1470'WATER TANK NO LONGER HERE, CONCRETE BASES FOR LEGS/STANDPIPE REMAIN,
 GB1470'MARK IS 26.6 FEET WEST OF CENTER OF BLACKTOP DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0002 ***********************************************************************
 GD0002  DESIGNATION -  JB 1496 TVA
 GD0002  PID         -  GD0002
 GD0002  STATE/COUNTY-  KY/LIVINGSTON
 GD0002  USGS QUAD   -  BIRMINGHAM POINT (1987)
 GD0002
 GD0002                         *CURRENT SURVEY CONTROL
 GD0002  ___________________________________________________________________
 GD0002* NAD 83(1986)-  36 59 43.     (N)    088 13 29.     (W)     SCALED    
 GD0002* NAVD 88     -       135.335  (meters)     444.01   (feet)  ADJUSTED  
 GD0002  ___________________________________________________________________
 GD0002  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GD0002  DYNAMIC HT  -         135.234 (meters)     443.68  (feet)  COMP
 GD0002  MODELED GRAV-     979,879.0   (mgal)                       NAVD 88
 GD0002
 GD0002  VERT ORDER  -  FIRST     CLASS I
 GD0002
 GD0002.The horizontal coordinates were scaled from a topographic map and have
 GD0002.an estimated accuracy of +/- 6 seconds.
 GD0002
 GD0002.The orthometric height was determined by differential leveling
 GD0002.and adjusted by the National Geodetic Survey in June 1991..
 GD0002
 GD0002.The geoid height was determined by GEOID03.
 GD0002
 GD0002.The dynamic height is computed by dividing the NAVD 88
 GD0002.geopotential number by the normal gravity value computed on the
 GD0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0002.degrees latitude (g = 980.6199 gals.).
 GD0002
 GD0002.The modeled gravity was interpolated from observed gravity values.
 GD0002
 GD0002;                    North         East    Units  Estimated Accuracy
 GD0002;SPC KY1Z     - 1,076,390.    1,279,730.      MT  (+/- 180 meters Scaled)
 GD0002
 GD0002                          SUPERSEDED SURVEY CONTROL
 GD0002
 GD0002  NGVD 29 (??/??/??)  135.409  (m)          444.25   (f) ADJUSTED    1 1
 GD0002
 GD0002.Superseded values are not recommended for survey control.
 GD0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0002.See file dsdata.txt to determine how the superseded data were derived.
 GD0002
 GD0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF910950(NAD 83)
 GD0002_MARKER: DD = SURVEY DISK
 GD0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0002_STAMPING: JB-1496 1966
 GD0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0002+STABILITY: SURFACE MOTION
 GD0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0002+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 GD0002
 GD0002  HISTORY     - Date     Condition        Report By
 GD0002  HISTORY     - 1966     MONUMENTED       TVA
 GD0002  HISTORY     - 1968     GOOD             CGS
 GD0002  HISTORY     - 20030805 GOOD             KYDT
 GD0002
 GD0002                          STATION DESCRIPTION
 GD0002
 GD0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0002'2.6 MI S FROM BARKLEY DAM.
 GD0002'ABOUT 0.75 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 GD0002'FROM THE NAVIGATION LOCK AT BARKLEY DAM, THENCE 0.6 MILE SOUTH
 GD0002'ALONG A SIDETRACK, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD TO
 GD0002'THE POST OFFICE AT GRAND RIVERS, THENCE 0.8 MILE SOUTH ALONG
 GD0002'STATE HIGHWAY 453, 0.1 MILE SOUTH OF A WOODEN HIGHWAY BRIDGE
 GD0002'OVER THE ILLINOIS CENTRAL RAILROAD, 81 FEET NORTH OF THE CENTER
 GD0002'OF A JUNCTION OF THE HIGHWAY AND A PAVED ROAD, 36 FEET EAST OF
 GD0002'THE CENTERLINE OF THE HIGHWAY, 68 FEET WEST OF THE CENTERLINE
 GD0002'OF THE PAVED ROAD, 30 FEET SOUTHWEST OF THE WEST END OF A WOODEN
 GD0002'SIGN WHICH READS CANAL RECREATION AREA, 17 FEET SOUTH OF A
 GD0002'10-INCH OAK TREE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 GD0002'4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND A TENNESSEE VALLEY
 GD0002'AUTHORITY DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 GD0002'INCHES.
 GD0002
 GD0002                          STATION RECOVERY (2003)
 GD0002
 GD0002'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GD0002'MARK IS 13 FEET EAST OF GUY WIRE ANCHOR FOR POWER POLE, WITH
 GD0002'TRANSFORMER, NUMBER 641 AND ABOUT 5 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1455 ***********************************************************************
 GD1455  DESIGNATION -  JB 1810 TVA 1971
 GD1455  PID         -  GD1455
 GD1455  STATE/COUNTY-  KY/TRIGG
 GD1455  USGS QUAD   -  FENTON (1986)
 GD1455
 GD1455                         *CURRENT SURVEY CONTROL
 GD1455  ___________________________________________________________________
 GD1455* NAD 83(1993)-  36 46 48.47893(N)    088 03 28.40890(W)     ADJUSTED  
 GD1455* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 GD1455  ___________________________________________________________________
 GD1455  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 GD1455  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD1455
 GD1455  HORZ ORDER  -  THIRD
 GD1455
 GD1455.The horizontal coordinates were established by classical geodetic methods
 GD1455.and adjusted by the National Geodetic Survey in December 1995..
 GD1455.No horizontal observational check was made to the station.
 GD1455
 GD1455.The orthometric height was scaled from a topographic map.
 GD1455
 GD1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1455
 GD1455.The geoid height was determined by GEOID03.
 GD1455
 GD1455;                    North         East     Units Scale Factor Converg.
 GD1455;SPC KY1Z     - 1,052,137.077 1,293,983.969   MT  1.00008634   -1 25 01.0
 GD1455;SPC KY1Z     - 3,451,886.39  4,245,345.74   sFT  1.00008634   -1 25 01.0
 GD1455;SPC KY S     -   552,099.244   294,002.927   MT  0.99999183   -1 23 58.7
 GD1455;SPC KY S     - 1,811,345.60    964,574.60   sFT  0.99999183   -1 23 58.7
 GD1455;SPC TN       -   273,415.624   416,295.562   MT  1.00008469   -1 12 17.2
 GD1455;SPC TN       -   897,031.09  1,365,796.36   sFT  1.00008469   -1 12 17.2
 GD1455;UTM  16      - 4,071,004.092   405,601.129   MT  0.99970978   -0 38 00.4
 GD1455
 GD1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1455!SPC KY1Z     -   0.99997301  x   1.00008634  =   1.00005934
 GD1455!SPC KY S     -   0.99997301  x   0.99999183  =   0.99996484
 GD1455!SPC TN       -   0.99997301  x   1.00008469  =   1.00005769
 GD1455!UTM  16      -   0.99997301  x   0.99970978  =   0.99968279
 GD1455
 GD1455|---------------------------------------------------------------------|
 GD1455| PID    Reference Object                     Distance      Geod. Az  |
 GD1455|                                                           dddmmss.s |
 GD1455| GD0074 MITCHELL                            139.290 METERS 07127     |
 GD1455| GD1454 MITCHELL RESET                      169.388 METERS 08108     |
 GD1455| GD1456 MITCHELL AZ MK RESET                APPROX. 0.6 KM 2791918.4 |
 GD1455|---------------------------------------------------------------------|
 GD1455
 GD1455                          SUPERSEDED SURVEY CONTROL
 GD1455
 GD1455  NAD 83(1986)-  36 46 48.48733(N)    088 03 28.41249(W) AD(       ) 3
 GD1455  NAD 27      -  36 46 48.29755(N)    088 03 28.31441(W) AD(       ) 3
 GD1455
 GD1455.Superseded values are not recommended for survey control.
 GD1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1455.See file dsdata.txt to determine how the superseded data were derived.
 GD1455
 GD1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF0560171004(NAD 83)
 GD1455_MARKER: Z = SEE DESCRIPTION
 GD1455_SETTING: 0 = UNSPECIFIED SETTING
 GD1455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1455
 GD1455  HISTORY     - Date     Condition        Report By
 GD1455  HISTORY     - 1971     MONUMENTED       TVA
 GD1455  HISTORY     - 1986     GOOD             USPSQD
 GD1455
 GD1455                          STATION DESCRIPTION
 GD1455
 GD1455'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1971
 GD1455'STATION IS A BRONZE CAP SET IN THE EAST CORNER OF NE FOOTING OF
 GD1455'THE FIRE LOOKOUT TOWER AND 0.2 FOOT FROM EACH EDGE OF CONCRETE.
 GD1455
 GD1455                          STATION RECOVERY (1986)
 GD1455
 GD1455'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GD1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2176 ***********************************************************************
 HZ2176  DESIGNATION -  JEFFERSONTOWN MUNICIPAL TANK
 HZ2176  PID         -  HZ2176
 HZ2176  STATE/COUNTY-  KY/JEFFERSON
 HZ2176  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ2176
 HZ2176                         *CURRENT SURVEY CONTROL
 HZ2176  ___________________________________________________________________
 HZ2176* NAD 83(1993)-  38 11 37.46147(N)    085 33 54.66113(W)     ADJUSTED  
 HZ2176* NAVD 88     -                                                        
 HZ2176  ___________________________________________________________________
 HZ2176  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 HZ2176  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2176
 HZ2176  HORZ ORDER  -  THIRD
 HZ2176
 HZ2176.The horizontal coordinates were established by classical geodetic methods
 HZ2176.and adjusted by the National Geodetic Survey in December 1995..
 HZ2176
 HZ2176
 HZ2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2176
 HZ2176.The geoid height was determined by GEOID03.
 HZ2176
 HZ2176;                    North         East     Units Scale Factor Converg.
 HZ2176;SPC KY1Z     - 1,206,489.810 1,516,188.774   MT  0.99992023   +0 06 48.5
 HZ2176;SPC KY1Z     - 3,958,291.98  4,974,362.67   sFT  0.99992023   +0 06 48.5
 HZ2176;SPC KY N     -    77,825.159   384,795.725   MT  0.99997341   -0 49 05.3
 HZ2176;SPC KY N     -   255,331.38  1,262,450.64   sFT  0.99997341   -0 49 05.3
 HZ2176;UTM  16      - 4,228,284.016   625,644.031   MT  0.99979442   +0 53 14.3
 HZ2176
 HZ2176                          SUPERSEDED SURVEY CONTROL
 HZ2176
 HZ2176  NAD 83(1986)-  38 11 37.46532(N)    085 33 54.66708(W) AD(       ) 4
 HZ2176  NAD 27      -  38 11 37.20700(N)    085 33 54.81200(W) AD(       ) 3
 HZ2176
 HZ2176.Superseded values are not recommended for survey control.
 HZ2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2176.See file dsdata.txt to determine how the superseded data were derived.
 HZ2176
 HZ2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2564428284(NAD 83)
 HZ2176_MARKER: 53 = ELEVATED TANK
 HZ2176
 HZ2176  HISTORY     - Date     Condition        Report By
 HZ2176  HISTORY     - 1961     FIRST OBSERVED   CGS
 HZ2176
 HZ2176                          STATION DESCRIPTION
 HZ2176
 HZ2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (EB)
 HZ2176'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF JEFFERSONTOWN,
 HZ2176'NEAR THE INTERSECTION OF WATTERSON TRAIL AND TAYLORSVILLE
 HZ2176'ROAD. IT IS A 4 LEGGED STEEL STRUCTURE, PAINTED SILVER AND IS ABOUT
 HZ2176'137 FEET HIGH. THE TANK ATOP HAS THE LEGEND JEFFERSONTOWN PAINTED
 HZ2176'ON THE NORTH SIDE.
 HZ2176'
 HZ2176'THE POINT INTERSECTED WAS THE CENTER OF BALL ON TOP OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2370 ***********************************************************************
 GC2370  DESIGNATION -  JENNINGS
 GC2370  PID         -  GC2370
 GC2370  STATE/COUNTY-  KY/WARREN
 GC2370  USGS QUAD   -  ROCKFIELD (1979)
 GC2370
 GC2370                         *CURRENT SURVEY CONTROL
 GC2370  ___________________________________________________________________
 GC2370* NAD 83(1993)-  36 59 38.33039(N)    086 30 51.97809(W)     ADJUSTED  
 GC2370* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 GC2370  ___________________________________________________________________
 GC2370  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 GC2370  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GC2370
 GC2370  HORZ ORDER  -  THIRD
 GC2370
 GC2370.The horizontal coordinates were established by classical geodetic methods
 GC2370.and adjusted by the National Geodetic Survey in December 1995..
 GC2370
 GC2370.The orthometric height was scaled from a topographic map.
 GC2370
 GC2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2370
 GC2370.The geoid height was determined by GEOID03.
 GC2370
 GC2370;                    North         East     Units Scale Factor Converg.
 GC2370;SPC KY1Z     - 1,073,601.340 1,431,949.925   MT  1.00002258   -0 28 09.6
 GC2370;SPC KY1Z     - 3,522,307.06  4,697,989.05   sFT  1.00002258   -0 28 09.6
 GC2370;SPC KY S     -   573,589.605   431,953.966   MT  0.99996292   -0 27 49.0
 GC2370;SPC KY S     - 1,881,851.90  1,417,168.97   sFT  0.99996292   -0 27 49.0
 GC2370;UTM  16      - 4,094,314.794   543,206.915   MT  0.99962300   +0 17 31.9
 GC2370
 GC2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2370!SPC KY1Z     -   0.99997699  x   1.00002258  =   0.99999957
 GC2370!SPC KY S     -   0.99997699  x   0.99996292  =   0.99993991
 GC2370!UTM  16      -   0.99997699  x   0.99962300  =   0.99960000
 GC2370
 GC2370:                Primary Azimuth Mark                     Grid Az
 GC2370:SPC KY1Z     -  BOWLING GREEN PET MILK N STACK           071 43 22.3
 GC2370:SPC KY S     -  BOWLING GREEN PET MILK N STACK           071 43 01.7
 GC2370:UTM  16      -  BOWLING GREEN PET MILK N STACK           070 57 40.8
 GC2370
 GC2370|---------------------------------------------------------------------|
 GC2370| PID    Reference Object                     Distance      Geod. Az  |
 GC2370|                                                           dddmmss.s |
 GC2370| HA1397 BOWLING GREEN PET MILK N STACK      APPROX. 5.9 KM 0711512.7 |
 GC2370| GC2130 BOWLING GREEN WARREN CO CTHSE       APPROX. 6.4 KM 0912820.8 |
 GC2370| CG6651 JENNINGS RM 1                        10.865 METERS 09614     |
 GC2370| GC1024 H 120                                              1021328.9 |
 GC2370| CG6652 JENNINGS RM 2                        15.138 METERS 18901     |
 GC2370|---------------------------------------------------------------------|
 GC2370
 GC2370                          SUPERSEDED SURVEY CONTROL
 GC2370
 GC2370  NAD 83(1986)-  36 59 38.33943(N)    086 30 51.98357(W) AD(       ) 3
 GC2370  NAD 27      -  36 59 38.19000(N)    086 30 51.98800(W) AD(       ) 3
 GC2370
 GC2370.Superseded values are not recommended for survey control.
 GC2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2370.See file dsdata.txt to determine how the superseded data were derived.
 GC2370
 GC2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4320794315(NAD 83)
 GC2370_MARKER: DS = TRIANGULATION STATION DISK
 GC2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2370
 GC2370  HISTORY     - Date     Condition        Report By
 GC2370  HISTORY     - 1952     MONUMENTED       CGS
 GC2370
 GC2370                          STATION DESCRIPTION
 GC2370
 GC2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2370'STATION IS LOCATED ALONG THE NORTH SIDE OF STATE HIGHWAY 71 ABOUT 3
 GC2370'1/2 MILES WEST OF BOWLING GREEN.  IT IS 25 FEET NORTH OF CENTER
 GC2370'OF HIGHWAY, 19 FEET EAST OF A LARGE OAK TREE, 3 FEET SOUTHEAST OF A
 GC2370'WHITE WITNESS POST AND 2 FEET SOUTH OF A FENCE.  THE MARK PROJECTS
 GC2370'ABOUT 2 INCHES AND THE DISK IS STAMPED JENNINGS 1952.
 GC2370'
 GC2370'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF CENTER OF HIGHWAY, 9 FEET
 GC2370'NORTH OF A LARGE OAK TREE AND 1 FOOT SOUTH OF A FENCE.  THE
 GC2370'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED JENNINGS NO. 1
 GC2370'1952.
 GC2370'
 GC2370'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF CENTER OF HIGHWAY, 17 FEET
 GC2370'NORTHWEST OF A TELEPHONE POLE AND 2 FEET NORTH OF A FENCE.  THE
 GC2370'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED JENNINGS NO. 2
 GC2370'1952.
 GC2370'
 GC2370'BM H 120 WAS USED AS AN AZIMUTH MARK.  IT IS 24 FEET NORTH OF CENTER
 GC2370'OF HIGHWAY 71, 3 FEET SOUTHEAST OF A WHITE WITNESS POST AND 2 FEET
 GC2370'SOUTH OF A FENCE.  THE DISK IS A U.S. COAST AND GEODETIC SURVEY BENCH
 GC2370'MARK DISK SET FLUSH IN OUTCROPPING BEDROCK AND STAMPED H 120 1940.
 GC2370'
 GC2370'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC2370'HIGHWAY 71 IN THE SOUTHWEST EDGE OF BOWLING GREEN, GO WEST ON
 GC2370'HIGHWAY 71 FOR 2.85 MILES TO THE BENCH MARK ON THE RIGHT AS
 GC2370'DESCRIBED.  CONTINUE WEST ON HIGHWAY FOR 0.75 MILE TO THE STATION
 GC2370'ON THE RIGHT AS DESCRIBED.
 GC2370'
 GC2370'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3575 ***********************************************************************
 GA3575  DESIGNATION -  JENSON
 GA3575  PID         -  GA3575
 GA3575  STATE/COUNTY-  KY/BELL
 GA3575  USGS QUAD   -  PINEVILLE (1974)
 GA3575
 GA3575                         *CURRENT SURVEY CONTROL
 GA3575  ___________________________________________________________________
 GA3575* NAD 83(1993)-  36 46 36.07736(N)    083 37 47.66652(W)     ADJUSTED  
 GA3575* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GA3575  ___________________________________________________________________
 GA3575  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 GA3575  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GA3575
 GA3575  HORZ ORDER  -  THIRD
 GA3575
 GA3575.The horizontal coordinates were established by classical geodetic methods
 GA3575.and adjusted by the National Geodetic Survey in December 1995..
 GA3575
 GA3575.The orthometric height was scaled from a topographic map.
 GA3575
 GA3575.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3575
 GA3575.The geoid height was determined by GEOID03.
 GA3575
 GA3575;                    North         East     Units Scale Factor Converg.
 GA3575;SPC KY1Z     - 1,051,357.134 1,689,263.702   MT  1.00008748   +1 18 06.0
 GA3575;SPC KY1Z     - 3,449,327.53  5,542,192.66   sFT  1.00008748   +1 18 06.0
 GA3575;SPC KY S     -   551,324.228   689,246.107   MT  0.99999241   +1 17 08.7
 GA3575;SPC KY S     - 1,808,802.90  2,261,301.60   sFT  0.99999241   +1 17 08.7
 GA3575;UTM  17      - 4,073,326.342   265,295.115   MT  1.00027870   -1 34 30.9
 GA3575
 GA3575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3575!SPC KY1Z     -   0.99995554  x   1.00008748  =   1.00004302
 GA3575!SPC KY S     -   0.99995554  x   0.99999241  =   0.99994795
 GA3575!UTM  17      -   0.99995554  x   1.00027870  =   1.00023423
 GA3575
 GA3575|---------------------------------------------------------------------|
 GA3575| PID    Reference Object                     Distance      Geod. Az  |
 GA3575|                                                           dddmmss.s |
 GA3575| DB9496 JENSON RM 1                          16.100 METERS 15846     |
 GA3575| GA3576 JENSON AZ MK                        APPROX. 0.6 KM 2635531.2 |
 GA3575| DB9497 JENSON RM 2                          18.160 METERS 27138     |
 GA3575|---------------------------------------------------------------------|
 GA3575
 GA3575                          SUPERSEDED SURVEY CONTROL
 GA3575
 GA3575  NAD 83(1993)-  36 46 36.08081(N)    083 37 47.66928(W) AD(       ) 3
 GA3575  NAD 83(1986)-  36 46 36.08551(N)    083 37 47.67020(W) AD(       ) 3
 GA3575  NAD 27      -  36 46 35.78100(N)    083 37 47.98100(W) AD(       ) 3
 GA3575
 GA3575.Superseded values are not recommended for survey control.
 GA3575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3575.See file dsdata.txt to determine how the superseded data were derived.
 GA3575
 GA3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6529573326(NAD 83)
 GA3575_MARKER: DS = TRIANGULATION STATION DISK
 GA3575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3575_STAMPING: JENSON 1950
 GA3575_MARK LOGO: CGS   
 GA3575
 GA3575  HISTORY     - Date     Condition        Report By
 GA3575  HISTORY     - 1950     MONUMENTED       CGS
 GA3575  HISTORY     - 1975     GOOD             NGS
 GA3575
 GA3575                          STATION DESCRIPTION
 GA3575
 GA3575'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3575'STATION IS LOCATED IN JENSON AND IN THE NORTHEAST CORNER OF THE
 GA3575'JENSON SCHOOL GROUND, AND
 GA3575'ABOUT 3 MILES NORTHEAST OF PINEVILLE.  IT IS 87 FEET
 GA3575'NORTHEAST OF THE NORTHEAST
 GA3575'CORNER OF THE SCHOOL, 32 FEET SOUTH OF A
 GA3575'FENCE CORNER AND 9 FEET WEST OF A FENCE LINE
 GA3575'AND WHITE WITNESS POST.
 GA3575'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED JENSON 1950.
 GA3575'
 GA3575'REFERENCE MARK NO. 1 IS 56 FEET EAST OF THE NORTHEAST CORNER OF THE
 GA3575'SCHOOL AND ONE FOOT WEST OF
 GA3575'THE FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND
 GA3575'AND THE DISK IS STAMPED JENSON NO 1 1950.
 GA3575'
 GA3575'REFERENCE MARK NO. 2 IS 93 FEET NORTH OF THE NORTHEAST CORNER OF THE
 GA3575'SCHOOL AND 7 FEET SOUTH OF
 GA3575'THE FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND
 GA3575'AND THE DISK IS STAMPED JENSON NO 2 1950.
 GA3575'
 GA3575'AZIMUTH MARK IS ON THE TANGENT OF THE SOUTH RAIL OF THE RAILROAD
 GA3575'TRACKS.  IT IS 26 FEET NORTH
 GA3575'OF THE NORTH RAIL OF THE TRACKS, 18 FEET SOUTHEAST OF A
 GA3575'20 INCH ELM TREE AND 5 FEET EAST
 GA3575'OF A WHITE WITNESS POST.  THE MARK
 GA3575'IS A 6 INCH CAST IRON PIPE, THAT PROJECTS ABOUT 2
 GA3575'INCHES WITH A DISK
 GA3575'CEMENTED IN THE TOP STAMPED JENSON 1950.
 GA3575'
 GA3575'TO REACH THE STATION FROM THE COURTHOUSE IN PINEVILLE, GO NORTH ON
 GA3575'STATE HIGHWAY 66 1.7
 GA3575'MILES TO THE JUNCTION OF STATE HIGHWAY 221, TURN RIGHT
 GA3575'ON HIGHWAY 221 AND GO 2.2 MILES
 GA3575'TO A T-ROAD LEFT, TURN LEFT AND CROSS
 GA3575'BRIDGE, TURN RIGHT AND GO 0.3 MILE TO THE JENSON
 GA3575'SCHOOL ON THE LEFT
 GA3575'AND STATION AS DESCRIBED.
 GA3575'
 GA3575'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 GA3575
 GA3575                          STATION RECOVERY (1975)
 GA3575
 GA3575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GA3575'NOT OCCUPIED.
 GA3575'
 GA3575'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 GA3575'AFTER A LONG SEARCH.  THE STATION WAS NOT OCCUPIED AT THIS TIME DUE
 GA3575'TO WEATHER.  A NEW DESCRIPTION FOLLOWS--
 GA3575'
 GA3575'THE STATION IS LOCATED AT THE SITE OF THE OLD JENSON SCHOOL (NOW
 GA3575'JENSON CHILD DEVELOPMENT CENTER), 87 FEET NORTHEAST OF THE NORTHEAST
 GA3575'CORNER OF THE BUILDING, 32 FEET SOUTH OF A FENCE CORNER, 35 FEET
 GA3575'SOUTHWEST OF AN 18 INCH POPLAR TREE, 77 FEET SOUTH OF THE SOUTH
 GA3575'RAIL OF RAILROAD TRACKS, 146 FEET NORTH OF POWER POLE NO. 3 AND 92
 GA3575'FEET NORTH OF A FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK
 GA3575'IS STAMPED JENSON 1950.
 GA3575'
 GA3575'TO REACH THE STATION FROM THE BELL COUNTY COURTHOUSE AT PINEVILLE, GO
 GA3575'NORTH ON STATE HIGHWAY 66 FOR 1.7 MILES TO THE JUNCTION OF STATE
 GA3575'HIGHWAY 221.  TURN RIGHT AND GO 2.2 MILES TO A ROAD LEFT AT JENSON.
 GA3575'TURN LEFT CROSSING WOODEN BRIDGE, THEN TURN RIGHT AND GO 0.25 MILE
 GA3575'TO THE CENTER ON THE LEFT AND THE STATION AS DESCRIBED.
 GA3575'
 GA3575'REFERENCE MARK 1 IS 39 FEET NORTH OF A FENCE CORNER, 1 FOOT NORTH OF
 GA3575'A METAL WITNESS POST, 93 FEET NORTH OF THE POWER POLE AND 56 FEET
 GA3575'EAST OF THE NORTHEAST CORNER OF THE BUILDING.  THE MONUMENT IS
 GA3575'FLUSH AND THE DISK IS STAMPED JENSON NO 1 1950.
 GA3575'
 GA3575'REFERENCE MARK 2 IS 93 FEET NORTH OF THE NORTHEAST CORNER OF THE
 GA3575'BUILDING, 1 FOOT EAST OF A METAL WITNESS POST AND 54 FEET SOUTH OF
 GA3575'THE SOUTH RAIL OF THE RAILROAD.
 GA3575'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED JENSON NO 2 1950.
 GA3575'
 GA3575'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JENSON 1950, SET IN THE
 GA3575'TOP OF A 6 INCH CONCRETE FILLED PIPE PROJECTING 2 INCHES, ON A
 GA3575'TANGENT WITH THE SOUTH RAIL OF RAILROAD TRACKS, 5 FEET WEST OF AN
 GA3575'8 INCH POPLAR TREE, 1 FOOT WEST OF A METAL WITNESS POST, 6 FEET
 GA3575'SOUTH OF A 10 INCH ELM TREE AND 26 FEET NORTH OF THE NORTH RAIL OF
 GA3575'THE RAILROAD TRACKS.
 GA3575'
 GA3575'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 GA3575'NORTHEAST OF PINEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3576 ***********************************************************************
 GA3576  DESIGNATION -  JENSON AZ MK
 GA3576  PID         -  GA3576
 GA3576  STATE/COUNTY-  KY/BELL
 GA3576  USGS QUAD   -  PINEVILLE (1974)
 GA3576
 GA3576                         *CURRENT SURVEY CONTROL
 GA3576  ___________________________________________________________________
 GA3576* NAD 83(1993)-  36 46 34.09827(N)    083 38 10.77662(W)     ADJUSTED  
 GA3576* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 GA3576  ___________________________________________________________________
 GA3576  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 GA3576  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GA3576
 GA3576  HORZ ORDER  -  THIRD
 GA3576
 GA3576.The horizontal coordinates were established by classical geodetic methods
 GA3576.and adjusted by the National Geodetic Survey in December 1995..
 GA3576
 GA3576.The orthometric height was scaled from a topographic map.
 GA3576
 GA3576.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3576
 GA3576.The geoid height was determined by GEOID03.
 GA3576
 GA3576;                    North         East     Units Scale Factor Converg.
 GA3576;SPC KY1Z     - 1,051,283.137 1,688,692.107   MT  1.00008766   +1 17 51.8
 GA3576;SPC KY1Z     - 3,449,084.76  5,540,317.35   sFT  1.00008766   +1 17 51.8
 GA3576;SPC KY S     -   551,250.397   688,674.546   MT  0.99999251   +1 16 54.7
 GA3576;SPC KY S     - 1,808,560.68  2,259,426.41   sFT  0.99999251   +1 16 54.7
 GA3576;UTM  17      - 4,073,281.118   264,720.415   MT  1.00028203   -1 34 44.6
 GA3576
 GA3576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3576!SPC KY1Z     -   0.99995413  x   1.00008766  =   1.00004179
 GA3576!SPC KY S     -   0.99995413  x   0.99999251  =   0.99994664
 GA3576!UTM  17      -   0.99995413  x   1.00028203  =   1.00023615
 GA3576
 GA3576:                Primary Azimuth Mark                     Grid Az
 GA3576:SPC KY1Z     -  BIRD RESET                               174 45 37.8
 GA3576:SPC KY S     -  BIRD RESET                               174 46 34.9
 GA3576:UTM  17      -  BIRD RESET                               177 38 14.2
 GA3576
 GA3576|---------------------------------------------------------------------|
 GA3576| PID    Reference Object                     Distance      Geod. Az  |
 GA3576|                                                           dddmmss.s |
 GA3576| GA3583 BIRD RESET                          APPROX. 1.3 KM 1760329.6 |
 GA3576|---------------------------------------------------------------------|
 GA3576
 GA3576                          SUPERSEDED SURVEY CONTROL
 GA3576
 GA3576  NAD 83(1993)-  36 46 34.10172(N)    083 38 10.77938(W) AD(       ) 3
 GA3576  NAD 83(1986)-  36 46 34.10644(N)    083 38 10.78030(W) AD(       ) 3
 GA3576  NAD 27      -  36 46 33.80200(N)    083 38 11.09100(W) AD(       ) 3
 GA3576
 GA3576.Superseded values are not recommended for survey control.
 GA3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3576.See file dsdata.txt to determine how the superseded data were derived.
 GA3576
 GA3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6472073281(NAD 83)
 GA3576_MARKER: DZ = AZIMUTH MARK DISK
 GA3576_SETTING: 0 = UNSPECIFIED SETTING
 GA3576_STAMPING: JENSON 1950
 GA3576_MARK LOGO: CGS   
 GA3576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3576
 GA3576  HISTORY     - Date     Condition        Report By
 GA3576  HISTORY     - 1950     MONUMENTED       CGS
 GA3576
 GA3576                          STATION DESCRIPTION
 GA3576
 GA3576'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3576'STATION IS LOCATED IN JENSON AND ABOUT 3 MILES NORHTEAST OF
 GA3576'PINEVILLE.  IT IS ON THE
 GA3576'TANGENT OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 26 FEET
 GA3576'NORTH OF THE NORTH RAIL,
 GA3576'18 FEET SOUTHEAST OF A 20 INCH ELM TREE AND
 GA3576'5 FEET EAST OF A WHITE WITNESS POST.  THE
 GA3576'MARK IS A 6 INCH CAST IRON
 GA3576'PIPE, THAT PROJECTS ABOUT 2 INCHES WITH A DISK CEMENTED IN
 GA3576'THE TOP AND
 GA3576'STAMPED JENSON 1950.
 GA3576'
 GA3576'TO REACH THE STATION FROM THE COURTHOUSE IN PINEVILLE, GO NORTH ON
 GA3576'STATE HIGHWAY 66 1.7
 GA3576'MILES TO THE JUNCTION OF STATE HIGHWAY 221, TURN RIGHT
 GA3576'ON HIGHWAY 221 AND GO 2.2 MILES
 GA3576'TO A T-ROAD LEFT, TURN LEFT AND CROSS
 GA3576'BRIDGE, TURN LEFT INTO CREEK BED AND FOLLOW ROAD
 GA3576'TO THE NORTH SIDE OF
 GA3576'THE RAILROAD TRACKS, TURN LEFT AND FOLLOW RAILROAD 0.15 MILE TO THE
 GA3576'STATION AS DESCRIBED.
 GA3576'
 GA3576'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2081 ***********************************************************************
 HZ2081  DESIGNATION -  JEPTHA KNOB
 HZ2081  PID         -  HZ2081
 HZ2081  STATE/COUNTY-  KY/SHELBY
 HZ2081  USGS QUAD   -  WADDY (1984)
 HZ2081
 HZ2081                         *CURRENT SURVEY CONTROL
 HZ2081  ___________________________________________________________________
 HZ2081* NAD 83(1993)-  38 10 38.19140(N)    085 06 40.96402(W)     ADJUSTED  
 HZ2081* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 HZ2081  ___________________________________________________________________
 HZ2081  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HZ2081  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ2081
 HZ2081  HORZ ORDER  -  SECOND
 HZ2081
 HZ2081.The horizontal coordinates were established by classical geodetic methods
 HZ2081.and adjusted by the National Geodetic Survey in December 1995..
 HZ2081
 HZ2081.The orthometric height was scaled from a topographic map.
 HZ2081
 HZ2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2081
 HZ2081.The geoid height was determined by GEOID03.
 HZ2081
 HZ2081;                    North         East     Units Scale Factor Converg.
 HZ2081;SPC KY1Z     - 1,204,837.878 1,555,951.381   MT  0.99991869   +0 23 31.5
 HZ2081;SPC KY1Z     - 3,952,872.27  5,104,817.16   sFT  0.99991869   +0 23 31.5
 HZ2081;SPC KY N     -    75,528.103   424,528.461   MT  0.99997482   -0 32 09.0
 HZ2081;SPC KY N     -   247,795.12  1,392,807.13   sFT  0.99997482   -0 32 09.0
 HZ2081;UTM  16      - 4,227,169.908   665,423.070   MT  0.99993703   +1 10 03.4
 HZ2081
 HZ2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2081!SPC KY1Z     -   0.99994849  x   0.99991869  =   0.99986718
 HZ2081!SPC KY N     -   0.99994849  x   0.99997482  =   0.99992331
 HZ2081!UTM  16      -   0.99994849  x   0.99993703  =   0.99988552
 HZ2081
 HZ2081|---------------------------------------------------------------------|
 HZ2081| PID    Reference Object                     Distance      Geod. Az  |
 HZ2081|                                                           dddmmss.s |
 HZ2081| CG8235 JEPTHA KNOB RM 1                     18.157 METERS 05045     |
 HZ2081| CG8234 JEPTHA KNOB AZ MK                                  3080825.9 |
 HZ2081| CG8236 JEPTHA KNOB RM 2                     29.432 METERS 31447     |
 HZ2081|---------------------------------------------------------------------|
 HZ2081
 HZ2081                          SUPERSEDED SURVEY CONTROL
 HZ2081
 HZ2081  NAD 83(1986)-  38 10 38.19467(N)    085 06 40.96875(W) AD(       ) 2
 HZ2081  NAD 27      -  38 10 37.93400(N)    085 06 41.13500(W) AD(       ) 2
 HZ2081
 HZ2081.Superseded values are not recommended for survey control.
 HZ2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2081.See file dsdata.txt to determine how the superseded data were derived.
 HZ2081
 HZ2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6542327170(NAD 83)
 HZ2081_MARKER: DS = TRIANGULATION STATION DISK
 HZ2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2081
 HZ2081  HISTORY     - Date     Condition        Report By
 HZ2081  HISTORY     - 1935     MONUMENTED       CGS
 HZ2081  HISTORY     - 1968     GOOD             CGS
 HZ2081
 HZ2081                          STATION DESCRIPTION
 HZ2081
 HZ2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2081'STATION IS ON THE E SIDE OF JEPTHA KNOB, ABOUT 200 FEET S OF AND 8
 HZ2081'FEET LOWER THAN THE HIGHEST PART. THE KNOB IS ONE MILE S OF CLAY
 HZ2081'VILLAGE, 13.0 MILES W OF FRANKFORT AND 6.25 MILES ESE OF SHELBYVILLE.
 HZ2081'THE STATION IS 28.8 FEET NNW OF A TRIANGULAR-BLAZED 36-INCH OAK
 HZ2081'TREE, 30 FEET SSE OF A FENCE CORNER AND ABOUT 19 FEET S OF THE CENTER
 HZ2081'LINE OF THE FARM ROAD LEADING AROUND THE SIDE OF THE HILL. THE
 HZ2081'PROPERTY IS OWNED BY PAUL F. SCHMIDT.
 HZ2081'
 HZ2081'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2081'DISKS SET IN CONCRETE.
 HZ2081'
 HZ2081'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 7 FEET N OF THE CENTER
 HZ2081'LINE OF THE ROAD AND 20 FEET S OF FENCE LINE.
 HZ2081'
 HZ2081'REFERENCE MARK NO. 2 IS NW OF THE STATION, 7 FEET S OF FENCE LINE AND
 HZ2081'4 FEET NE OF THE CENTER LINE OF THE ROAD.
 HZ2081'
 HZ2081'AZIMUTH MARK IS NW OF THE STATION, 12 FEET NE OF THE CENTER LINE OF
 HZ2081'THE ROAD, 6 FEET SE OF A 6-INCH HACKBERRY TREE AND 2 FEET SW OF
 HZ2081'THE FENCE LINE.
 HZ2081'
 HZ2081'TO REACH THE STATION FROM SHELBYVILLE, GO E ON U.S. HIGHWAY 60 TO THE
 HZ2081'SETTLEMENT OF CLAY VILLAGE. HERE, GO S ON A GRAVEL T-LANE FOR
 HZ2081'0.95 MILE TO THE TOP OF HILL. HERE TURN LEFT THRU GATE AND CROSS BARN
 HZ2081'LOT ABOUT 75 YARDS TO ANOTHER GATE. GO THRU THIS GATE AND FOLLOW
 HZ2081'LANE SE FOR 0.15 MILE TO ITS END. TURN RIGHT AND FOLLOW WAGON ROAD
 HZ2081'ALONG SIDE OF THE HILL FOR ABOUT 0.1 MILE TO A LONE OAK TREE AND
 HZ2081'THE STATION.
 HZ2081'
 HZ2081'AZIMUTH MARK VISIBLE FROM GROUND WITH SLIGHT CLEARING OF HIGH BRUSH.
 HZ2081'
 HZ2081'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 HZ2081'
 HZ2081'NO NATURAL OBJECTS VISIBLE.
 HZ2081
 HZ2081                          STATION RECOVERY (1968)
 HZ2081
 HZ2081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (HB)
 HZ2081'THE STATION AZIMUTH AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND
 HZ2081'IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
 HZ2081'
 HZ2081'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2090 ***********************************************************************
 HZ2090  DESIGNATION -  JERICHO
 HZ2090  PID         -  HZ2090
 HZ2090  STATE/COUNTY-  KY/HENRY
 HZ2090  USGS QUAD   -  SMITHFIELD (1993)
 HZ2090
 HZ2090                         *CURRENT SURVEY CONTROL
 HZ2090  ___________________________________________________________________
 HZ2090* NAD 83(1993)-  38 24 25.47773(N)    085 17 27.85026(W)     ADJUSTED  
 HZ2090* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 HZ2090  ___________________________________________________________________
 HZ2090  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 HZ2090  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ2090
 HZ2090  HORZ ORDER  -  SECOND
 HZ2090
 HZ2090.The horizontal coordinates were established by classical geodetic methods
 HZ2090.and adjusted by the National Geodetic Survey in December 1995..
 HZ2090
 HZ2090.The orthometric height was scaled from a topographic map.
 HZ2090
 HZ2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2090
 HZ2090.The geoid height was determined by GEOID03.
 HZ2090
 HZ2090;                    North         East     Units Scale Factor Converg.
 HZ2090;SPC KY1Z     - 1,230,251.712 1,540,082.900   MT  0.99994775   +0 16 54.4
 HZ2090;SPC KY1Z     - 4,036,250.83  5,052,755.31   sFT  0.99994775   +0 16 54.4
 HZ2090;SPC KY N     -   101,196.696   409,073.406   MT  0.99996263   -0 38 51.4
 HZ2090;SPC KY N     -   332,009.49  1,342,101.67   sFT  0.99996263   -0 38 51.4
 HZ2090;UTM  16      - 4,252,365.284   649,211.453   MT  0.99987419   +1 03 42.7
 HZ2090
 HZ2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2090!SPC KY1Z     -   0.99996228  x   0.99994775  =   0.99991004
 HZ2090!SPC KY N     -   0.99996228  x   0.99996263  =   0.99992492
 HZ2090!UTM  16      -   0.99996228  x   0.99987419  =   0.99983648
 HZ2090
 HZ2090:                Primary Azimuth Mark                     Grid Az
 HZ2090:SPC KY1Z     -  JERICHO AZ MK                            017 40 21.1
 HZ2090:SPC KY N     -  JERICHO AZ MK                            018 36 06.9
 HZ2090:UTM  16      -  JERICHO AZ MK                            016 53 32.8
 HZ2090
 HZ2090|---------------------------------------------------------------------|
 HZ2090| PID    Reference Object                     Distance      Geod. Az  |
 HZ2090|                                                           dddmmss.s |
 HZ2090| CG8237 JERICHO AZ MK                                      0175715.5 |
 HZ2090| CG8238 JERICHO RM 1                         28.798 METERS 14927     |
 HZ2090| HZ2111 LA GRANGE MUNICIPAL TANK            APPROX. 7.6 KM 2710140.8 |
 HZ2090| CG8239 JERICHO RM 2                         30.328 METERS 33625     |
 HZ2090|---------------------------------------------------------------------|
 HZ2090
 HZ2090                          SUPERSEDED SURVEY CONTROL
 HZ2090
 HZ2090  NAD 83(1986)-  38 24 25.48155(N)    085 17 27.85676(W) AD(       ) 2
 HZ2090  NAD 27      -  38 24 25.24500(N)    085 17 28.01200(W) AD(       ) 2
 HZ2090
 HZ2090.Superseded values are not recommended for survey control.
 HZ2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2090.See file dsdata.txt to determine how the superseded data were derived.
 HZ2090
 HZ2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4921152365(NAD 83)
 HZ2090_MARKER: DS = TRIANGULATION STATION DISK
 HZ2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2090
 HZ2090  HISTORY     - Date     Condition        Report By
 HZ2090  HISTORY     - 1949     MONUMENTED       CGS
 HZ2090
 HZ2090                          STATION DESCRIPTION
 HZ2090
 HZ2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2090'STATION IS LOCATED IN THE VILLAGE OF JERICHO WHICH IS ABOUT 6-1/2
 HZ2090'MILES NORTHWEST OF EMINENCE AND ABOUT 6-1/2 MILES SOUTHWEST OF
 HZ2090'NEW CASTLE. IT IS 228 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 180
 HZ2090'FEET WEST OF THE WEST RAIL OF THE LOUISVILLE AND NASHVILLE
 HZ2090'RAILROAD, 48 FEET SOUTHEAST OF A 12 INCH CEDAR TREE, 11 FEET WEST OF
 HZ2090'A WHITE WITNESS POST AND 10 FEET WEST OF A FENCELINE. THE MARK
 HZ2090'IS UNDERGROUND ABOUT 12 INCHES AND THE DISK IS STAMPED JERICHO 1949.
 HZ2090'
 HZ2090'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A FENCELINE. THE MARK IS FLUSH
 HZ2090'AND THE DISK IS STAMPED JERICHO NO 1 1949.
 HZ2090'
 HZ2090'REFERENCE MARK NO 2 IS 82 FEET NORTHEAST OF A 12 INCH CEDAR TREE AND
 HZ2090'2 FEET WEST OF A FENCELINE. THE MARK PROJECTS 6 INCHES AND THE
 HZ2090'DISK IS STAMPED JERICHO NO 2 1949.
 HZ2090'
 HZ2090'TT 6T USGS BM IS 23 FEET NORTH OF THE CENTER OF A DRIVEWAY, 21 FEET
 HZ2090'EAST OF THE EAST RAIL OF RAILROAD AND 21 FEET WEST OF THE
 HZ2090'CENTER OF A GRAVEL ROAD. THE MARK IS A 4X4 INCH CONCRETE POST FLUSH
 HZ2090'WITH THE GROUND WITH A STANDARD USGS BRONZE BENCH MARK DISK ATOP
 HZ2090'STAMPED TT STA NO 6T 1926.
 HZ2090'
 HZ2090'AZIMUTH MARK IS 30 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 2
 HZ2090'FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT SOUTHEAST OF A
 HZ2090'FENCELINE. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED JERICHO
 HZ2090'1949.
 HZ2090'
 HZ2090'TO REACH THE STATION FROM THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ2090'STATION IN EMINENCE, GO WESTERLY ON STATE HIGHWAY NO.  22 FOR 3.9
 HZ2090'MILES TO THE JUNCTION OF STATE HIGHWAY NO. 322, TURN RIGHT ON STATE
 HZ2090'HIGHWAY NO. 322 AND GO NORTHWESTERLY FOR 2.6 MILES TO A GRAVEL
 HZ2090'T-ROAD RIGHT, TURN RIGHT ON GRAVEL ROAD AND GO NORTH FOR 2.15 MILE TO
 HZ2090'A DRIVEWAY ON THE LEFT, TURN LEFT ON DRIVEWAY AND GO 0.5 MILE
 HZ2090'TO A BARN, TURN RIGHT AND PASS THROUGH BARN YARD, THENCE CONTINUE
 HZ2090'NORTH ACROSS PASTURE FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 HZ2090'
 HZ2090'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE INTO DRIVEWAY, GO NORTH
 HZ2090'ON GRAVEL ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HZ2090'
 HZ2090'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5407 ***********************************************************************
 AC5407  CBN         -  This is a Cooperative Base Network Control Station.
 AC5407  PACS        -  This is a Primary Airport Control Station.
 AC5407  DESIGNATION -  JKL A
 AC5407  PID         -  AC5407
 AC5407  STATE/COUNTY-  KY/BREATHITT
 AC5407  USGS QUAD   -  QUICKSAND (1976)
 AC5407
 AC5407                         *CURRENT SURVEY CONTROL
 AC5407  ___________________________________________________________________
 AC5407* NAD 83(1993)-  37 35 32.72711(N)    083 19 01.09981(W)     ADJUSTED  
 AC5407* NAVD 88     -       412.06   (meters)    1351.9    (feet)  GPS OBS   
 AC5407  ___________________________________________________________________
 AC5407  X           -     588,918.177 (meters)                     COMP
 AC5407  Y           -  -5,026,069.711 (meters)                     COMP
 AC5407  Z           -   3,869,929.086 (meters)                     COMP
 AC5407  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AC5407  ELLIP HEIGHT-         380.03  (meters)          (11/03/04) GPS OBS
 AC5407  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 AC5407
 AC5407  HORZ ORDER  -  B
 AC5407  ELLP ORDER  -  THIRD     CLASS I
 AC5407
 AC5407.This mark is at Julian Carroll Airport (JKL)
 AC5407
 AC5407.The horizontal coordinates were established by GPS observations
 AC5407.and adjusted by the National Geodetic Survey in January 1997..
 AC5407
 AC5407.The orthometric height was determined by GPS observations and a
 AC5407.high-resolution geoid model.
 AC5407
 AC5407.GPS derived orthometric heights for airport stations designated as
 AC5407.PACS or SACS are published to 2 decimal places.  This maintains
 AC5407.centimeter relative accuracy between the PACS and SACS.  It does
 AC5407.not indicate centimeter accuracy relative to other marks which are
 AC5407.part of the NAVD 88 network.
 AC5407
 AC5407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5407
 AC5407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5407
 AC5407.The ellipsoidal height was determined by GPS observations
 AC5407.and is referenced to NAD 83.
 AC5407
 AC5407.The geoid height was determined by GEOID03.
 AC5407
 AC5407;                    North         East     Units Scale Factor Converg.
 AC5407;SPC KY1Z     - 1,142,537.848 1,714,833.973   MT  0.99991716   +1 29 37.6
 AC5407;SPC KY1Z     - 3,748,476.26  5,626,084.46   sFT  0.99991716   +1 29 37.6
 AC5407;SPC KY S     -   642,494.728   714,842.807   MT  0.99995553   +1 28 31.9
 AC5407;SPC KY S     - 2,107,918.12  2,345,280.11   sFT  0.99995553   +1 28 31.9
 AC5407;UTM  17      - 4,163,119.153   295,440.956   MT  1.00011544   -1 24 50.2
 AC5407
 AC5407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5407!SPC KY1Z     -   0.99994037  x   0.99991716  =   0.99985753
 AC5407!SPC KY S     -   0.99994037  x   0.99995553  =   0.99989590
 AC5407!UTM  17      -   0.99994037  x   1.00011544  =   1.00005580
 AC5407
 AC5407:                Primary Azimuth Mark                     Grid Az
 AC5407:SPC KY1Z     -  JKL C                                    194 01 57.2
 AC5407:SPC KY S     -  JKL C                                    194 03 02.9
 AC5407:UTM  17      -  JKL C                                    196 56 25.0
 AC5407
 AC5407|---------------------------------------------------------------------|
 AC5407| PID    Reference Object                     Distance      Geod. Az  |
 AC5407|                                                           dddmmss.s |
 AC5407| AC5409 JKL C                               APPROX. 0.5 KM 1953134.8 |
 AC5407| AC5408 JKL B                               APPROX. 0.6 KM 3575920.7 |
 AC5407|---------------------------------------------------------------------|
 AC5407
 AC5407                          SUPERSEDED SURVEY CONTROL
 AC5407
 AC5407  ELLIP H (01/09/97)  380.05   (m)                       GP(       ) 4 1
 AC5407
 AC5407.Superseded values are not recommended for survey control.
 AC5407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5407.See file dsdata.txt to determine how the superseded data were derived.
 AC5407
 AC5407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB9544163119(NAD 83)
 AC5407_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5407_SETTING: 66 = SET IN ROCK OUTCROP
 AC5407_STAMPING: JKL A 1995
 AC5407_MARK LOGO: NGS   
 AC5407_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5407+STABILITY: POSITION/ELEVATION WELL
 AC5407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5407+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 AC5407
 AC5407  HISTORY     - Date     Condition        Report By
 AC5407  HISTORY     - 1995     MONUMENTED       LOWE
 AC5407  HISTORY     - 19960815 GOOD             NGS
 AC5407  HISTORY     - 20021120 GOOD             WOOLPT
 AC5407
 AC5407                          STATION DESCRIPTION
 AC5407
 AC5407'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5407'STATION IS ABOUT 29.0 KM (18.00 MI) SOUTHWEST OF SALYERSVILLE AND
 AC5407'ABOUT 48.3 KM (30.00 MI) NORTH OF HAZARD AT THE JULIAN CARROLL AIRPORT
 AC5407'IN JACKSON.  POINT OF CONTACT IS MAYOR FRANK NOBLE, TELEPHONE NUMBER
 AC5407'606-666-7069.  TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAY
 AC5407'15 AND STATE HIGHWAY 30 IN QUICKSAND ABOUT 6.4 KM (3.95 MI) SOUTHEAST
 AC5407'OF JACKSON, GO EAST ON STATE HIGHWAY 30 7.64 KM (4.75 MI) TO A PAVED
 AC5407'ROAD RIGHT. TURN RIGHT AND GO NORTHERLY 2.4 KM (1.50 MI) TO GATE AHEAD
 AC5407'BY NOAA WEATHER OFFICE.  PASS THROUGH GATE AND GO NORTHWEST ACROSS
 AC5407'APRON TO RAMP TO RUNWAY AND STATION ON THE RIGHT IN THE GRASS.
 AC5407'STATION IS A NGS BRONZE DISK SET IN A DRILL HOLE IN A 2X2 FOOT EXPOSED
 AC5407'ROCK OUTCROP.  STATION IS 44.2 M (145.0 FT) DUE EAST FROM THE
 AC5407'CENTERLINE OF RAMP AT THE HOLD SHORT LINE.  38.9 M (127.6 FT)
 AC5407'WEST-NORTHWEST FROM THE CORNER OF ASPHALT RUNWAY.  28.7 M (94.2 FT)
 AC5407'NORTH-NORTHEAST FROM THE CENTERLINE OF RAMP TO THE RUNWAY.  THIS
 AC5407'STATION IS A PRIMARY AIRPORT CONTROL STATION.
 AC5407
 AC5407                          STATION RECOVERY (1996)
 AC5407
 AC5407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC5407'STATION IS ABOUT 29.0 KM (18.00 MI) SOUTHWEST OF SALYERSVILLE AND
 AC5407'ABOUT 48.3 KM (30.00 MI) NORTH OF HAZARD AT THE JULIAN CARROLL AIRPORT
 AC5407'IN JACKSON.  POINT OF CONTACT IS MAYOR FRANK NOBLE, TELEPHONE NUMBER
 AC5407'606-666-7069. TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAY
 AC5407'15 AND STATE HIGHWAY 30 IN QUICKSAND ABOUT 6.4 KM (3.95 MI) SOUTHEAST
 AC5407'OF JACKSON, GO EAST ON STATE HIGHWAY 30 FOR 4.35 MI (7.00 KM) TO A
 AC5407'PAVED ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON PAVED ROAD FOR 1.35 MI
 AC5407'(2.17 KM) TO GATE AHEAD BY NOAA WEATHER OFFICE.  PASS THROUGH GATE AND
 AC5407'GO NORTHWEST 0.05 MI (0.08 KM) ACROSS APRON TO TAXIWAY TO RUNWAY AND
 AC5407'STATION ON THE RIGHT IN THE GRASS.  STATION IS SET IN A DRILL HOLE IN
 AC5407'A 2X2 FOOT EXPOSED ROCK OUTCROP.  STATION IS 44.2 M (145.0 FT) DUE
 AC5407'EAST FROM THE CENTERLINE OF RAMP AT THE HOLD SHORT LINE.  38.9 M
 AC5407'(127.6 FT) WEST-NORTHWEST FROM THE CORNER OF ASPHALT RUNWAY.  28.7 M
 AC5407'(94.2 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF RAMP TO THE RUNWAY.
 AC5407'THIS STATION IS A PRIMARY AIRPORT CONTROL STATION.
 AC5407
 AC5407                          STATION RECOVERY (2002)
 AC5407
 AC5407'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 AC5407'RECOVERED AS DESCRIBED WITH FOLLOWING ADDITIONS.
 AC5407' 
 AC5407'NGS DESCRIPTION IS OK. THE ROAD LEADING TO THE AIRPORT IS KY 2436. NEW
 AC5407'TIES FOLLOW, 28.52 M ON AN AZIMUTH OF 10 DEGREES FROM THE CENTERLINE
 AC5407'TAXIWAY AT HOLD LINE. 45.60 M ON AN AZIMUTH OF 100 DEGREES FROM THE
 AC5407'CENTERLINE OF RUNWAY 01-19. 38.4 M ON AN AZIMUTH OF 290 DEGREES FROM
 AC5407'THE NORTHWEST CORNER OF THE RAMP. 33.78 M ON AN AZIMUTH OF 310 DEGREES
 AC5407'FROM THE TAXIWAY LIGHT BY THE RAMP. 29.9 M ON AN AZIMUTH OF 10 DEGREES
 AC5407'FROM THE TAXIWAY LIGHT BY THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5408 ***********************************************************************
 AC5408  SACS        -  This is a Secondary Airport Control Station.
 AC5408  DESIGNATION -  JKL B
 AC5408  PID         -  AC5408
 AC5408  STATE/COUNTY-  KY/BREATHITT
 AC5408  USGS QUAD   -  QUICKSAND (1976)
 AC5408
 AC5408                         *CURRENT SURVEY CONTROL
 AC5408  ___________________________________________________________________
 AC5408* NAD 83(1993)-  37 35 52.14473(N)    083 19 01.95668(W)     ADJUSTED  
 AC5408* NAVD 88     -       418.15   (meters)    1371.9    (feet)  GPS OBS   
 AC5408  ___________________________________________________________________
 AC5408  X           -     588,855.357 (meters)                     COMP
 AC5408  Y           -  -5,025,714.202 (meters)                     COMP
 AC5408  Z           -   3,870,407.177 (meters)                     COMP
 AC5408  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AC5408  ELLIP HEIGHT-         386.14  (meters)          (01/09/97) GPS OBS
 AC5408  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 AC5408
 AC5408  HORZ ORDER  -  FIRST
 AC5408  ELLP ORDER  -  FOURTH    CLASS I
 AC5408
 AC5408.This mark is at Julian Carroll Airport (JKL)
 AC5408
 AC5408.The horizontal coordinates were established by GPS observations
 AC5408.and adjusted by the National Geodetic Survey in January 1997..
 AC5408
 AC5408.The orthometric height was determined by GPS observations and a
 AC5408.high-resolution geoid model.
 AC5408
 AC5408.GPS derived orthometric heights for airport stations designated as
 AC5408.PACS or SACS are published to 2 decimal places.  This maintains
 AC5408.centimeter relative accuracy between the PACS and SACS.  It does
 AC5408.not indicate centimeter accuracy relative to other marks which are
 AC5408.part of the NAVD 88 network.
 AC5408
 AC5408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5408
 AC5408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5408
 AC5408.The ellipsoidal height was determined by GPS observations
 AC5408.and is referenced to NAD 83.
 AC5408
 AC5408.The geoid height was determined by GEOID03.
 AC5408
 AC5408;                    North         East     Units Scale Factor Converg.
 AC5408;SPC KY1Z     - 1,143,135.696 1,714,797.357   MT  0.99991670   +1 29 37.1
 AC5408;SPC KY1Z     - 3,750,437.70  5,625,964.33   sFT  0.99991670   +1 29 37.1
 AC5408;SPC KY S     -   643,092.611   714,806.381   MT  0.99995596   +1 28 31.4
 AC5408;SPC KY S     - 2,109,879.67  2,345,160.60   sFT  0.99995596   +1 28 31.4
 AC5408;UTM  17      - 4,163,718.208   295,434.715   MT  1.00011547   -1 24 51.3
 AC5408
 AC5408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5408!SPC KY1Z     -   0.99993941  x   0.99991670  =   0.99985612
 AC5408!SPC KY S     -   0.99993941  x   0.99995596  =   0.99989537
 AC5408!UTM  17      -   0.99993941  x   1.00011547  =   1.00005487
 AC5408
 AC5408:                Primary Azimuth Mark                     Grid Az
 AC5408:SPC KY1Z     -  JKL A                                    176 29 43.1
 AC5408:SPC KY S     -  JKL A                                    176 30 48.8
 AC5408:UTM  17      -  JKL A                                    179 24 11.5
 AC5408
 AC5408|---------------------------------------------------------------------|
 AC5408| PID    Reference Object                     Distance      Geod. Az  |
 AC5408|                                                           dddmmss.s |
 AC5408| AC5407 JKL A                               APPROX. 0.6 KM 1775920.2 |
 AC5408|---------------------------------------------------------------------|
 AC5408
 AC5408                          SUPERSEDED SURVEY CONTROL
 AC5408
 AC5408.No superseded survey control is available for this station.
 AC5408
 AC5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB9543563718(NAD 83)
 AC5408_MARKER: DD = SURVEY DISK
 AC5408_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC5408_STAMPING: JKL B 1995
 AC5408_MARK LOGO: NGS   
 AC5408_PROJECTION: FLUSH
 AC5408_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5408+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1996
 AC5408_ROD/PIPE-DEPTH:  0.9 meters
 AC5408
 AC5408  HISTORY     - Date     Condition        Report By
 AC5408  HISTORY     - 1995     MONUMENTED       LOWE
 AC5408  HISTORY     - 19960815 GOOD             NGS
 AC5408
 AC5408                          STATION DESCRIPTION
 AC5408
 AC5408'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5408'STATION IS ABOUT 29.0 KM (18.00 MI) SOUTHWEST OF SAYLYERSVILLE AND
 AC5408'ABOUT 48.3 KM (30.00 MI) NORTH OF HAZARD AT THE JULLIAN CARROLL
 AC5408'AIRPORT IN JACKSON.  POINT OF CONTACT IS MAYOR FRANK NOBLE, TELEPHONE
 AC5408'NUMBER 606-666-7069.  TO REACH STATION FROM THE INTERSECTION OF STATE
 AC5408'HIGHWAY 15 AND STATE HIWAY 30 IN QUICKSAND ABOUT 6.4 KM (3.95 MI)
 AC5408'SOUTHEAST OF JACKSON, GO EAST ON STATE HIGHWAY 30 7.64 KM (4.75 MI) TO
 AC5408'A PAVED ROAD RIGHT. TURN RIGHT AND GO NORTHERLY 2.4 KM (1.50 MI) TO
 AC5408'GATE AHEAD BY NOAA WEATHER OFFICE.  PASS THROUGH GATE AND GO NORTHWEST
 AC5408'0.11 KM (0.05 MI) ACROSS APRON TO RAMP AND RUNWAY.  TURN RIGHT AND GO
 AC5408'NORTH 0.6 KM (0.35 MI) TO STATION ON LEFT IN GRASS WEST OF RUNWAY.
 AC5408'THE STATION IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO
 AC5408'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT)
 AC5408'PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP
 AC5408'AND CONCRETE ARE SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR
 AC5408'PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  STATION IS 61.5 M (201.8
 AC5408'FT) NORTHWEST FROM THE CENTERLINE OF THE SOUTHERN END OF THE 4TH
 AC5408'RUNWAY STRIPE SOUTH FROM THE END OF RUNWAY 19.  57.9 M (190.0 FT)
 AC5408'WEST-NORTHWEST FROM THE CENTERLINE OF THE RUNWAY.  53.6 M (175.9 FT)
 AC5408'SOUTHWEST FROM A 6 INCH TULIP POPLAR TREE.  THIS STATION IS A
 AC5408'SECONDARY AIRPORT CONTROL STATION.
 AC5408
 AC5408                          STATION RECOVERY (1996)
 AC5408
 AC5408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC5408'STATION IS ABOUT 29.0 KM (18.00 MI) SOUTHWEST OF SAYLYERSVILLE AND
 AC5408'ABOUT 48.3 KM (30.00 MI) NORTH OF HAZARD AT THE JULLIAN CARROLL
 AC5408'AIRPORT IN JACKSON.  POINT OF CONTACT IS MAYOR FRANK NOBLE, TELEPHONE
 AC5408'NUMBER 606-666-7069.  TO REACH STATION FROM THE INTERSECTION OF STATE
 AC5408'HIGHWAY 15 AND STATE HIWAY 30 IN QUICKSAND ABOUT 6.4 KM (3.95 MI)
 AC5408'SOUTHEAST OF JACKSON, GO EAST ON STATE HIGHWAY 30 FOR 4.35 MI (7.00
 AC5408'KM) TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON PAVED ROAD
 AC5408'FOR 1.35 MI (2.17 KM) TO GATE AHEAD BY NOAA WEATHER OFFICE. PASS
 AC5408'THROUGH GATE AND GO NORTHWEST 0.11 KM (0.05 MI) ACROSS APRON TO
 AC5408'TAXIWAY AND RUNWAY.  TURN RIGHT AND GO NORTH ON RUNWAY FOR 0.35 MI
 AC5408'(0.56 KM) TO STATION ON LEFT IN GRASS WEST OF RUNWAY.  THE STATION IS
 AC5408'A FENO ROD WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP
 AC5408'AND CONCRETE ARE SET FLUSH WITH THE GROUND.  STATION IS 61.5 M (201.8
 AC5408'FT) NORTHWEST FROM THE CENTERLINE OF THE SOUTHERN END OF THE 4TH
 AC5408'RUNWAY STRIPE SOUTH FROM THE END OF RUNWAY 19.  57.9 M (190.0 FT)
 AC5408'WEST-NORTHWEST FROM THE CENTERLINE OF THE RUNWAY.  53.6 M (175.9 FT)
 AC5408'SOUTHWEST FROM A 6 INCH TULIP POPLAR TREE.  THIS STATION IS A
 AC5408'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5409 ***********************************************************************
 AC5409  SACS        -  This is a Secondary Airport Control Station.
 AC5409  DESIGNATION -  JKL C
 AC5409  PID         -  AC5409
 AC5409  STATE/COUNTY-  KY/BREATHITT
 AC5409  USGS QUAD   -  QUICKSAND (1976)
 AC5409
 AC5409                         *CURRENT SURVEY CONTROL
 AC5409  ___________________________________________________________________
 AC5409* NAD 83(1993)-  37 35 15.54083(N)    083 19 07.09985(W)     ADJUSTED  
 AC5409* NAVD 88     -       412.18   (meters)    1352.3    (feet)  GPS OBS   
 AC5409  ___________________________________________________________________
 AC5409  X           -     588,809.593 (meters)                     COMP
 AC5409  Y           -  -5,026,407.982 (meters)                     COMP
 AC5409  Z           -   3,869,509.284 (meters)                     COMP
 AC5409  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AC5409  ELLIP HEIGHT-         380.16  (meters)          (01/09/97) GPS OBS
 AC5409  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 AC5409
 AC5409  HORZ ORDER  -  FIRST
 AC5409  ELLP ORDER  -  FOURTH    CLASS I
 AC5409
 AC5409.This mark is at Julian Carroll Airport (JKL)
 AC5409
 AC5409.The horizontal coordinates were established by GPS observations
 AC5409.and adjusted by the National Geodetic Survey in January 1997..
 AC5409
 AC5409.The orthometric height was determined by GPS observations and a
 AC5409.high-resolution geoid model.
 AC5409
 AC5409.GPS derived orthometric heights for airport stations designated as
 AC5409.PACS or SACS are published to 2 decimal places.  This maintains
 AC5409.centimeter relative accuracy between the PACS and SACS.  It does
 AC5409.not indicate centimeter accuracy relative to other marks which are
 AC5409.part of the NAVD 88 network.
 AC5409
 AC5409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5409
 AC5409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5409
 AC5409.The ellipsoidal height was determined by GPS observations
 AC5409.and is referenced to NAD 83.
 AC5409
 AC5409.The geoid height was determined by GEOID03.
 AC5409
 AC5409;                    North         East     Units Scale Factor Converg.
 AC5409;SPC KY1Z     - 1,142,004.379 1,714,700.642   MT  0.99991757   +1 29 33.9
 AC5409;SPC KY1Z     - 3,746,726.03  5,625,647.02   sFT  0.99991757   +1 29 33.9
 AC5409;SPC KY S     -   641,961.281   714,709.302   MT  0.99995516   +1 28 28.3
 AC5409;SPC KY S     - 2,106,167.97  2,344,842.10   sFT  0.99995516   +1 28 28.3
 AC5409;UTM  17      - 4,162,593.030   295,280.704   MT  1.00011625   -1 24 53.3
 AC5409
 AC5409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5409!SPC KY1Z     -   0.99994035  x   0.99991757  =   0.99985792
 AC5409!SPC KY S     -   0.99994035  x   0.99995516  =   0.99989551
 AC5409!UTM  17      -   0.99994035  x   1.00011625  =   1.00005659
 AC5409
 AC5409:                Primary Azimuth Mark                     Grid Az
 AC5409:SPC KY1Z     -  JKL A                                    014 01 57.3
 AC5409:SPC KY S     -  JKL A                                    014 03 02.9
 AC5409:UTM  17      -  JKL A                                    016 56 24.5
 AC5409
 AC5409|---------------------------------------------------------------------|
 AC5409| PID    Reference Object                     Distance      Geod. Az  |
 AC5409|                                                           dddmmss.s |
 AC5409| AC5407 JKL A                               APPROX. 0.5 KM 0153131.2 |
 AC5409|---------------------------------------------------------------------|
 AC5409
 AC5409                          SUPERSEDED SURVEY CONTROL
 AC5409
 AC5409.No superseded survey control is available for this station.
 AC5409
 AC5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB9528162593(NAD 83)
 AC5409_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5409_SETTING: 66 = SET IN ROCK OUTCROP
 AC5409_STAMPING: JKL C 1995
 AC5409_MARK LOGO: NGS   
 AC5409_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5409+STABILITY: POSITION/ELEVATION WELL
 AC5409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5409+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1996
 AC5409
 AC5409  HISTORY     - Date     Condition        Report By
 AC5409  HISTORY     - 1995     MONUMENTED       LOWE
 AC5409  HISTORY     - 19960815 GOOD             NGS
 AC5409
 AC5409                          STATION DESCRIPTION
 AC5409
 AC5409'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5409'STATION IS ABOUT 29.0 KM (18.00 MI) SOUTHWEST OF SAYLYERSVILLE AND
 AC5409'ABOUT 48.3 KM (30.00 MI) NORTH OF HAZARD AT THE JULLIAN CARROLL
 AC5409'AIRPORT IN JACKSON.  POINT OF CONTACT IS MAYOR FRANK NOBLE, TELEPHONE
 AC5409'NUMBER 606-666-7069.  TO REACH STATION FROM THE INTERSECTION OF STATE
 AC5409'HIGHWAY 15 AND STATE HIGHWAY 30 IN QUICKSAND ABOUT 6.4 KM (3.95 MI)
 AC5409'SOUTHEAST OF JACKSON, GO EAST ON STATE HIGHWAY 30 7.64 KM (4.75 MI) TO
 AC5409'A PAVED ROAD RIGHT. TURN RIGHT AND GO NORTHERLY 2.4 KM (1.50 MI) TO
 AC5409'GATE AHEAD BY NOAA WEATHER OFFICE.  PASS THROUGH GATE AND GO NORTHWEST
 AC5409'1.1 KM (0.70 MI) ACROSS APRON TO RAMP AND RUNWAY.  TURN LEFT AND GO
 AC5409'SOUTH 0.5 KM (0.30 MI) TO END OF RUNWAY, CONTINUE SOUTH 0.08 KM (0.05
 AC5409'MI) TO STATION ON RIGHT.  STATION IS A BRONZE DISK SET IN A DRILL HOLE
 AC5409'IN A 2X3 FOOT EXPOSED ROCK OUTCROP.  STATION IS 39.9 M (130.9 FT)
 AC5409'SOUTHWEST FROM THE CENTERLINE OF THE END OF RUNWAY.  29.0 M (95.1 FT)
 AC5409'SOUTH-SOUTHWEST FROM THE WESTERN MOST RED/BLUE COLORED END OF RUNWAY
 AC5409'LIGHT.  27.4 M) WEST-NORTHWEST FROM THE CENTERLINE OF THE RUNWAY
 AC5409'EXTENDED.  THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
 AC5409
 AC5409                          STATION RECOVERY (1996)
 AC5409
 AC5409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC5409'STATION IS ABOUT 29.0 KM (18.00 MI) SOUTHWEST OF SAYLYERSVILLE AND
 AC5409'ABOUT 48.3 KM (30.00 MI) NORTH OF HAZARD AT THE JULLIAN CARROLL
 AC5409'AIRPORT IN JACKSON.  POINT OF CONTACT IS MAYOR FRANK NOBLE, TELEPHONE
 AC5409'NUMBER 606-666-7069.  TO REACH STATION FROM THE INTERSECTION OF STATE
 AC5409'HIGHWAY 15 AND STATE HIGHWAY 30 IN QUICKSAND ABOUT 6.4 KM (3.95 MI)
 AC5409'SOUTHEAST OF JACKSON, GO EAST ON STATE HIGHWAY 30 FOR 4.35 MI (7.00
 AC5409'KM) TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTHERLY FOR 1.35 MI
 AC5409'(2.17 KM) TO GATE AHEAD BY NOAA WEATHER OFFICE.  PASS THROUGH GATE AND
 AC5409'GO NORTHWEST 0.05 MI (0.08 KM) ACROSS APRON TO TAXIWAY AND RUNWAY.
 AC5409'TURN LEFT AND GO SOUTH ON RUNWAY FOR 0.5 KM (0.30 MI) TO END OF
 AC5409'RUNWAY, CONTINUE SOUTH 0.08 KM (0.05 MI) TO STATION ON RIGHT. STATION
 AC5409'IS SET IN A DRILL HOLE IN A 2X3 FOOT EXPOSED ROCK OUTCROP. STATION IS
 AC5409'39.9 M (130.9 FT) SOUTHWEST FROM THE CENTERLINE OF THE END OF RUNWAY.
 AC5409'29.0 M (95.1 FT) SOUTH-SOUTHWEST FROM THE WESTERN MOST RED/BLUE
 AC5409'COLORED END OF RUNWAY LIGHT.  27.4 M) WEST-NORTHWEST FROM THE
 AC5409'CENTERLINE OF THE EXTENDED RUNWAY.  THIS STATION IS A SECONDARY
 AC5409'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3156 ***********************************************************************
 GY3156  DESIGNATION -  JOES KNOB
 GY3156  PID         -  GY3156
 GY3156  STATE/COUNTY-  KY/PIKE
 GY3156  USGS QUAD   -  META (1992)
 GY3156
 GY3156                         *CURRENT SURVEY CONTROL
 GY3156  ___________________________________________________________________
 GY3156* NAD 83(1993)-  37 31 59.05876(N)    082 29 40.94324(W)     ADJUSTED  
 GY3156* NAVD 88     -       558.     (meters)    1831.     (feet)  SCALED    
 GY3156  ___________________________________________________________________
 GY3156  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 GY3156  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GY3156
 GY3156  HORZ ORDER  -  SECOND
 GY3156
 GY3156.The horizontal coordinates were established by classical geodetic methods
 GY3156.and adjusted by the National Geodetic Survey in December 1995..
 GY3156
 GY3156.The orthometric height was scaled from a topographic map.
 GY3156
 GY3156.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3156
 GY3156.The geoid height was determined by GEOID03.
 GY3156
 GY3156;                    North         East     Units Scale Factor Converg.
 GY3156;SPC KY1Z     - 1,138,167.665 1,787,643.220   MT  0.99992280   +1 59 55.0
 GY3156;SPC KY1Z     - 3,734,138.41  5,864,959.46   sFT  0.99992280   +1 59 55.0
 GY3156;SPC KY S     -   638,097.296   787,652.867   MT  0.99995141   +1 58 27.2
 GY3156;SPC KY S     - 2,093,490.88  2,584,157.78   sFT  0.99995141   +1 58 27.2
 GY3156;UTM  17      - 4,155,060.009   367,937.178   MT  0.99981483   -0 54 38.6
 GY3156
 GY3156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3156!SPC KY1Z     -   0.99991744  x   0.99992280  =   0.99984025
 GY3156!SPC KY S     -   0.99991744  x   0.99995141  =   0.99986886
 GY3156!UTM  17      -   0.99991744  x   0.99981483  =   0.99973229
 GY3156
 GY3156:                Primary Azimuth Mark                     Grid Az
 GY3156:SPC KY1Z     -  STRATTON 3                               146 23 38.1
 GY3156:SPC KY S     -  STRATTON 3                               146 25 05.9
 GY3156:UTM  17      -  STRATTON 3                               149 18 11.7
 GY3156
 GY3156|---------------------------------------------------------------------|
 GY3156| PID    Reference Object                     Distance      Geod. Az  |
 GY3156|                                                           dddmmss.s |
 GY3156| GY3190 STRATTON 3                          APPROX. 6.4 KM 1482333.1 |
 GY3156| DB9499 JOES KNOB RM 1                        5.822 METERS 19413     |
 GY3156| DB9500 JOES KNOB RM 2                        5.843 METERS 29524     |
 GY3156|---------------------------------------------------------------------|
 GY3156
 GY3156                          SUPERSEDED SURVEY CONTROL
 GY3156
 GY3156  NAD 83(1993)-  37 31 59.06610(N)    082 29 40.94846(W) AD(       ) 2
 GY3156  NAD 83(1986)-  37 31 59.06639(N)    082 29 40.94863(W) AD(       ) 2
 GY3156  NAD 27      -  37 31 58.71100(N)    082 29 41.40600(W) AD(       ) 2
 GY3156
 GY3156.Superseded values are not recommended for survey control.
 GY3156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3156.See file dsdata.txt to determine how the superseded data were derived.
 GY3156
 GY3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB6793755060(NAD 83)
 GY3156_MARKER: DS = TRIANGULATION STATION DISK
 GY3156_SETTING: 66 = SET IN ROCK OUTCROP
 GY3156
 GY3156  HISTORY     - Date     Condition        Report By
 GY3156  HISTORY     - 1949     MONUMENTED       CGS
 GY3156
 GY3156                          STATION DESCRIPTION
 GY3156
 GY3156'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3156'STATION IS LOCATED ABOUT 4 MILES NORTH OF PIKEVILLE ON HIGHEST POINT
 GY3156'OF A HILL LOCALLY KNOWN AS JOES KNOB.  IT IS 17 FEET WEST OF A
 GY3156'TRIANGLE BLAZED OAK TREE, 9 FEET SOUTH OF A TRINAGLE BLAZED HICKORY
 GY3156'TREE AND 8 FEET SOUTH OF A WHITE WITNESS POST.  THE DISK IS SET
 GY3156'FLUSH IN BEDROCK WHICH IS ABOUT 12 INCHES BELOW THE SURFACE OF THE
 GY3156'GROUND AND IS STAMPED JOES KNOB 1949.
 GY3156'
 GY3156'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF BLAZED HICKORY TREE AND 2
 GY3156'FEET NORTH OF ANOTHER BLAZED HICKORY TREE.  THE MARK IS A BOULDER
 GY3156'WHICH PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED JOES KNOB NO 1
 GY3156'1949.
 GY3156'
 GY3156'REFERENCE MARK NO. 2 IS 36 FEET WEST OF BLAZED OAK TREE, 20 FEET
 GY3156'SOUTHWEST OF A BLAZED HICKORY TREE AND 6 FEET EAST OF A BLAZED
 GY3156'HICKORY TREE.  THE DISK IS WELDED TO THE TOP OF A 4-INCH IRON PIPE
 GY3156'WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED JOES KNOB NO 2 1949.
 GY3156'
 GY3156'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3156'
 GY3156'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 460 AND 23 AND
 GY3156'STATE HIGHWAY 119 IN THE SOUTHWEST SECTION OF PIKEVILLE, GO
 GY3156'SOUTH ON HIGHWAY 119 FOR 0.15 MILE ACROSS BRIDGE, TURN LEFT ON
 GY3156'HIGHWAY AND GO WEST AND NORTH FOR 5.2 MILES TO A T ROAD LEFT JUST
 GY3156'BEYOND AN OLD LOG CHURCH, TURN LEFT ON DIRT ROAD AND GO WEST FOR 0.2
 GY3156'MILE TO A Y JUNCTION, TURN RIGHT AND FOLLOW MAIN DIRT ROAD FOR 1.0
 GY3156'MILE TO A FARM HOUSE ON LEFT AND WELL (WATER) NEAR ROAD.  FROM HERE
 GY3156'PACK UP MOUNTAIN TO THE SOUTHEAST FOLLOWING DIM TRAIL FOR ABOUT
 GY3156'1/4 MILE TO ANOTHER TRAIL, TURN LEFT ON THIS TRAIL FOLLOWING
 GY3156'FENCE LINE FOR ABOUT 1/2 MILE TO WHERE TRAIL LEAVES FENCE, FOLLOW
 GY3156'TRAIL TO TOP OF RIDGE, CONTINUE AHEAD FOR ABOUT 1/2 MILE TO THE
 GY3156'HIGHEST POINT AND STATION AS DESCRIBED.  THIS IS ABOUT 1-1/4 MILES -
 GY3156'1 HOUR PACK.
 GY3156'
 GY3156'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2864 ***********************************************************************
 GZ2864  DESIGNATION -  JOES LICK
 GZ2864  PID         -  GZ2864
 GZ2864  STATE/COUNTY-  KY/MADISON
 GZ2864  USGS QUAD   -  BIGHILL (1979)
 GZ2864
 GZ2864                         *CURRENT SURVEY CONTROL
 GZ2864  ___________________________________________________________________
 GZ2864* NAD 83(1993)-  37 36 23.37699(N)    084 13 44.80235(W)     ADJUSTED  
 GZ2864* NAVD 88     -       452.     (meters)    1483.     (feet)  SCALED    
 GZ2864  ___________________________________________________________________
 GZ2864  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 GZ2864  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GZ2864
 GZ2864  HORZ ORDER  -  SECOND
 GZ2864
 GZ2864.The horizontal coordinates were established by classical geodetic methods
 GZ2864.and adjusted by the National Geodetic Survey in December 1995..
 GZ2864
 GZ2864.The orthometric height was scaled from a topographic map.
 GZ2864
 GZ2864.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2864
 GZ2864.The geoid height was determined by GEOID03.
 GZ2864
 GZ2864;                    North         East     Units Scale Factor Converg.
 GZ2864;SPC KY1Z     - 1,142,392.789 1,634,276.764   MT  0.99991598   +0 56 01.6
 GZ2864;SPC KY1Z     - 3,748,000.34  5,361,789.68   sFT  0.99991598   +0 56 01.6
 GZ2864;SPC KY S     -   642,370.507   634,282.372   MT  0.99995666   +0 55 20.5
 GZ2864;SPC KY S     - 2,107,510.57  2,080,974.75   sFT  0.99995666   +0 55 20.5
 GZ2864;UTM  16      - 4,165,766.937   744,595.324   MT  1.00033697   +1 41 30.2
 GZ2864
 GZ2864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2864!SPC KY1Z     -   0.99993407  x   0.99991598  =   0.99985006
 GZ2864!SPC KY S     -   0.99993407  x   0.99995666  =   0.99989074
 GZ2864!UTM  16      -   0.99993407  x   1.00033697  =   1.00027102
 GZ2864
 GZ2864:                Primary Azimuth Mark                     Grid Az
 GZ2864:SPC KY1Z     -  JOES LICK AZ MK                          002 00 22.2
 GZ2864:SPC KY S     -  JOES LICK AZ MK                          002 01 03.3
 GZ2864:UTM  16      -  JOES LICK AZ MK                          001 14 53.6
 GZ2864
 GZ2864|---------------------------------------------------------------------|
 GZ2864| PID    Reference Object                     Distance      Geod. Az  |
 GZ2864|                                                           dddmmss.s |
 GZ2864| GZ0085 JOES LICK AZ MK                                    0025623.8 |
 GZ2864| DB9501 JOES LICK RM 1                        8.598 METERS 05033     |
 GZ2864| DB9502 JOES LICK RM 2                        6.066 METERS 09242     |
 GZ2864| GZ2887 BEREA PHELPS STOKES CHAPEL TWR      APPROX. 6.8 KM 2350833.2 |
 GZ2864| GZ2886 BEREA DRAPER MEM BLDG SPIRE         APPROX. 6.7 KM 2361811.7 |
 GZ2864| GZ2885 BEREA COLLEGE WATER TANK            APPROX. 6.5 KM 2362051.7 |
 GZ2864| GZ2866 BLUE GRASS ORD DEPOT TK 227         APPROX. 7.9 KM 3531729.4 |
 GZ2864|---------------------------------------------------------------------|
 GZ2864
 GZ2864                          SUPERSEDED SURVEY CONTROL
 GZ2864
 GZ2864  NAD 83(1986)-  37 36 23.38357(N)    084 13 44.80800(W) AD(       ) 2
 GZ2864  NAD 27      -  37 36 23.08500(N)    084 13 45.05400(W) AD(       ) 2
 GZ2864
 GZ2864.Superseded values are not recommended for survey control.
 GZ2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2864.See file dsdata.txt to determine how the superseded data were derived.
 GZ2864
 GZ2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG4459565767(NAD 83)
 GZ2864_MARKER: DS = TRIANGULATION STATION DISK
 GZ2864_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2864
 GZ2864  HISTORY     - Date     Condition        Report By
 GZ2864  HISTORY     - 1951     MONUMENTED       CGS
 GZ2864
 GZ2864                          STATION DESCRIPTION
 GZ2864
 GZ2864'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2864'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF BEREA ON THE
 GZ2864'HIGHEST POINT OF A PROMINENT HILL KNOWN LOCALLY AS JOES LICK KNOB.
 GZ2864'IT IS 31 FEET WEST OF AN 18 INCH OAK TREE AND 9 FEET NORTHEAST OF THE
 GZ2864'SOUTHWEST POINT OF THE OUTCROPPING BEDROCK UPON WHICH THE STATION
 GZ2864'IS LOCATED.  THE DISK IS FLUSH IN THE TOP OF A LARGE MASS OF
 GZ2864'OUTCROPPING BEDROCK WHICH IS ABOUT 15 FEET HIGH AND IS STAMPED
 GZ2864'JOES LICK 1951.
 GZ2864'
 GZ2864'REFERENCE MARK NO. 1 IS 12 FEET NORTHWEST OF THE 18 INCH OAK TREE AND
 GZ2864'ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.  THE DISK IS SET
 GZ2864'FLUSH AND IS STAMPED JOES LICK NO. 1 1951.
 GZ2864'
 GZ2864'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE
 GZ2864'STATION.  THE DISK IS SET FLUSH IN BEDROCK AND IS STAMPED JOES
 GZ2864'LICK NO. 2 1951.
 GZ2864'
 GZ2864'AZIMUTH MARK IS 30 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 421,
 GZ2864'3 FEET WEST OF A POWER LINE POLE AND 2 FEET SOUTHEAST OF A
 GZ2864'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 GZ2864'STAMPED JOES LICK 1951.
 GZ2864'
 GZ2864'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 AND 421
 GZ2864'ABOUT 4-1/2 MILES NORTHEAST OF BEREA, GO SOUTHWEST ON HIGHWAY 25 FOR
 GZ2864'0.3 MILE TO A T ROAD LEFT, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR
 GZ2864'0.35 MILE TO WHERE AN IRON PIPE PASSES BENEATH THE ROAD AND A
 GZ2864'TRIANGLE BLAZE ON AN 8 INCH OAK TREE ON THE LEFT, THIS IS THE END OF
 GZ2864'TRUCK TRAVEL.  FROM HERE PACK IN AN EASTERLY DIRECTION ALONG AN OLD
 GZ2864'TRAIL TO ROCK OUTCROPPINGS AT THE HIGHEST POINT OF THE HILL AND THE
 GZ2864'STATION AS DESCRIBED.
 GZ2864'
 GZ2864'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS 25 AND
 GZ2864'421 GO SOUTHEAST ON HIGHWAY 421 FOR 0.1 MILE TO THE MARK ON THE LEFT
 GZ2864'AS DESCRIBED.
 GZ2864'
 GZ2864'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0085 ***********************************************************************
 GZ0085  DESIGNATION -  JOES LICK AZ MK
 GZ0085  PID         -  GZ0085
 GZ0085  STATE/COUNTY-  KY/MADISON
 GZ0085  USGS QUAD   -  BIGHILL (1979)
 GZ0085
 GZ0085                         *CURRENT SURVEY CONTROL
 GZ0085  ___________________________________________________________________
 GZ0085* NAD 83(1986)-  37 36 57.     (N)    084 13 41.     (W)     SCALED    
 GZ0085* NAVD 88     -       322.27   (meters)    1057.3    (feet)  RESET     
 GZ0085  ___________________________________________________________________
 GZ0085  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GZ0085
 GZ0085  VERT ORDER  -  THIRD
 GZ0085
 GZ0085.The horizontal coordinates were scaled from a topographic map and have
 GZ0085.an estimated accuracy of +/- 6 seconds.
 GZ0085
 GZ0085.The orthometric height was computed from unverified reset data.
 GZ0085.No vertical observational check was made to the station.
 GZ0085
 GZ0085.The geoid height was determined by GEOID03.
 GZ0085
 GZ0085;                    North         East    Units  Estimated Accuracy
 GZ0085;SPC KY1Z     - 1,143,430.    1,634,350.      MT  (+/- 180 meters Scaled)
 GZ0085
 GZ0085                          SUPERSEDED SURVEY CONTROL
 GZ0085
 GZ0085  NGVD 29 (10/08/05)  322.41   (m)         1057.8    (f) RESET       3  
 GZ0085
 GZ0085.Superseded values are not recommended for survey control.
 GZ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0085.See file dsdata.txt to determine how the superseded data were derived.
 GZ0085
 GZ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG446668(NAD 83)
 GZ0085_MARKER: DZ = AZIMUTH MARK DISK
 GZ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0085_STAMPING: JOES LICK 1951 1057.782
 GZ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0085+STABILITY: SURFACE MOTION
 GZ0085
 GZ0085  HISTORY     - Date     Condition        Report By
 GZ0085  HISTORY     - 1951     MONUMENTED       CGS
 GZ0085  HISTORY     - 1957     GOOD             NGS
 GZ0085
 GZ0085                          STATION DESCRIPTION
 GZ0085
 GZ0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ0085'2.4 MI SE FROM KINGSTON.
 GZ0085'2.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM POTTS SERVICE
 GZ0085'GARAGE AT KINGSTON, 0.1 MILE SOUTHEAST ALONG HIGHWAY 421 FROM
 GZ0085'THE JUNCTION OF STATE HIGHWAY 1016, 64 YARDS NORTH NORTHWEST AND
 GZ0085'ACROSS HIGHWAY FROM THE NORTH CORNER OF THE SCHOOL YARD FENCE,
 GZ0085'AND BENCH MARK F 42 1935, 50 YARDS NORTHWEST OF WEST CORNER OF
 GZ0085'BOBTOWN UNION CHURCH YARD, 30 FEET NORTHEAST OF THE CENTER LINE
 GZ0085'OF HIGHWAY, 8 FEET SOUTHEAST OF A SMALL CEDAR TREE IN FENCE
 GZ0085'LINE, 1 FOOT SOUTHWEST OF FENCE LINE, 2 FEET SOUTHEAST OF WHITE
 GZ0085'WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 GZ0085'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2490 ***********************************************************************
 HZ2490  DESIGNATION -  JONES
 HZ2490  PID         -  HZ2490
 HZ2490  STATE/COUNTY-  KY/SCOTT
 HZ2490  USGS QUAD   -  MIDWAY (1984)
 HZ2490
 HZ2490                         *CURRENT SURVEY CONTROL
 HZ2490  ___________________________________________________________________
 HZ2490* NAD 83(1993)-  38 13 11.06347(N)    084 43 22.28299(W)     ADJUSTED  
 HZ2490* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 HZ2490  ___________________________________________________________________
 HZ2490  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 HZ2490  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HZ2490
 HZ2490  HORZ ORDER  -  SECOND
 HZ2490
 HZ2490.The horizontal coordinates were established by classical geodetic methods
 HZ2490.and adjusted by the National Geodetic Survey in December 1995..
 HZ2490
 HZ2490.The orthometric height was scaled from a topographic map.
 HZ2490
 HZ2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2490
 HZ2490.The geoid height was determined by GEOID03.
 HZ2490
 HZ2490;                    North         East     Units Scale Factor Converg.
 HZ2490;SPC KY1Z     - 1,209,854.581 1,589,937.935   MT  0.99992284   +0 37 50.3
 HZ2490;SPC KY1Z     - 3,969,331.24  5,216,321.38   sFT  0.99992284   +0 37 50.3
 HZ2490;SPC KY N     -    79,994.918   458,593.461   MT  0.99997136   -0 17 38.9
 HZ2490;SPC KY N     -   262,449.99  1,504,568.71   sFT  0.99997136   -0 17 38.9
 HZ2490;UTM  16      - 4,232,647.558   699,341.521   MT  1.00008941   +1 24 33.4
 HZ2490
 HZ2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2490!SPC KY1Z     -   0.99996247  x   0.99992284  =   0.99988531
 HZ2490!SPC KY N     -   0.99996247  x   0.99997136  =   0.99993383
 HZ2490!UTM  16      -   0.99996247  x   1.00008941  =   1.00005188
 HZ2490
 HZ2490:                Primary Azimuth Mark                     Grid Az
 HZ2490:SPC KY1Z     -  JONES AZ MK                              008 15 15.6
 HZ2490:SPC KY N     -  JONES AZ MK                              009 10 44.8
 HZ2490:UTM  16      -  JONES AZ MK                              007 28 32.5
 HZ2490
 HZ2490|---------------------------------------------------------------------|
 HZ2490| PID    Reference Object                     Distance      Geod. Az  |
 HZ2490|                                                           dddmmss.s |
 HZ2490| AI6500 JONES AZ MK                                        0085305.9 |
 HZ2490| HZ2452 STAMPING GRD STAGG DISTILL TK       APPROX. 6.4 KM 0261809.6 |
 HZ2490| HZ2458 GEORGETOWN MUNICIPAL TANK           APPROX.14.6 KM 0935700.2 |
 HZ2490| HZ2459 GEORGETOWN ST JOHNS CATH CH         APPROX.15.1 KM 0942146.3 |
 HZ2490| AI6501 JONES RM 1                           31.041 METERS 12633     |
 HZ2490| HZ2469 US PUBLIC HEALTH HOSP TANK          APPROX.19.1 KM 1301431.8 |
 HZ2490| HZ2487 MIDWAY PT DISTILLERS TANK           APPROX. 8.6 KM 1543059.9 |
 HZ2490| HZ2485 MIDWAY MUNICIPAL TANK               APPROX. 8.3 KM 1575255.4 |
 HZ2490| AI6502 JONES RM 2                           34.305 METERS 21653     |
 HZ2490|---------------------------------------------------------------------|
 HZ2490
 HZ2490                          SUPERSEDED SURVEY CONTROL
 HZ2490
 HZ2490  NAD 83(1986)-  38 13 11.06848(N)    084 43 22.29181(W) AD(       ) 2
 HZ2490  NAD 27      -  38 13 10.80700(N)    084 43 22.48000(W) AD(       ) 2
 HZ2490
 HZ2490.Superseded values are not recommended for survey control.
 HZ2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2490.See file dsdata.txt to determine how the superseded data were derived.
 HZ2490
 HZ2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH9934232648(NAD 83)
 HZ2490_MARKER: DS = TRIANGULATION STATION DISK
 HZ2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2490_STAMPING: JONES 1935
 HZ2490_MARK LOGO: CGS   
 HZ2490_PROJECTION: FLUSH
 HZ2490_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2490+STABILITY: SURFACE MOTION
 HZ2490
 HZ2490  HISTORY     - Date     Condition        Report By
 HZ2490  HISTORY     - 1935     MONUMENTED       CGS
 HZ2490  HISTORY     - 1949     GOOD             CGS
 HZ2490  HISTORY     - 1950     GOOD             CGS
 HZ2490  HISTORY     - 1964     GOOD             CGS
 HZ2490  HISTORY     - 19840802 GOOD             NGS
 HZ2490
 HZ2490                          STATION DESCRIPTION
 HZ2490
 HZ2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2490'THE STATION IS LOCATED ON THE PROPERTY OF GARRETT P JONES, ABOUT 9
 HZ2490'MILES WNW OF GEORGETOWN, 8.75 MILES NE OF FRNKFORT AND 5-1/2 MILES
 HZ2490'NNW OF MIDWAY.  IT IS ON THE HIGHEST GROUND IN A PASTURE, ABOUT 25
 HZ2490'FEET S OF A LANE, 27 FEET W OF A 12 INCH TREE AND 150 YARDS SW OF AN
 HZ2490'OLD BARN.
 HZ2490'
 HZ2490'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2490'DISKS SET IN CONCRETE.
 HZ2490'
 HZ2490'REFERENCE MARK NO.1 IS SE OF THE STATION AND ABOUT 24 FEET W OF A 30
 HZ2490'INCH ASH TREE.
 HZ2490'
 HZ2490'REFERENCE MARK NO.2 IS SW OF THE STATION IN THE PASTURE.
 HZ2490'
 HZ2490'AZIMUTH MARK IS N OF THE STATION, 7 FEET NW OF FENCE LINE, 7 FEET SE
 HZ2490'OF A 26 INCH BLACK LOCUST TREE, 15 FEET NW OF THE CENTER LINE OF THE
 HZ2490'ROAD, AND ABOUT 30 FEET NW OF TWO 12 INCH BLACK LOCUST TREES.
 HZ2490'
 HZ2490'TO REACH THE STATION FROM THE COURTHOUSE IN GEORGETOWN--GO W ON
 HZ2490'HIGHWAY 40 FOR 8.65 MILES TO GRAVEL CROSSROADS.  TURN RIGHT, HERE,
 HZ2490'AND GO 0.95 MILE AND TURN LEFT TURN GATE AT TOP OF GRADE AND BARN ON
 HZ2490'THE LEFT.  FOLLOW THIS LANE WSW FOR ABOUT 175 YARDS TO THE HIGHEAST
 HZ2490'GROUND AND THE STATION.
 HZ2490'
 HZ2490'A 77 FOOT TOWER WILL CLEAR ALL LINES.
 HZ2490'
 HZ2490'NO NATURAL OBJECTS ARE VISIBLE.
 HZ2490
 HZ2490                          STATION RECOVERY (1949)
 HZ2490
 HZ2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2490'STATION WAS RECOVERED AS DESCRIBED AND ALL MARK WERE FOUND IN GOOD
 HZ2490'CONDITION.  DISTANCE AND DIRECTION TO ALL MARKS WERE CHECKED AND
 HZ2490'FOUND TO BE CORRECT.  THE OLD DESCRIPTION IS ADEQUATE.
 HZ2490'
 HZ2490'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2490
 HZ2490                          STATION RECOVERY (1950)
 HZ2490
 HZ2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 HZ2490'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 HZ2490'DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 HZ2490
 HZ2490                          STATION RECOVERY (1964)
 HZ2490
 HZ2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HRW)
 HZ2490'LOCATED STATION AND R.M.
 HZ2490
 HZ2490                          STATION RECOVERY (1984)
 HZ2490
 HZ2490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HZ2490'THE STATION MARK AND RM 1 WERE RECOVERED IN FAIR CONDITION BOTH MARKS
 HZ2490'HAD BEEN STRUCK BY FARM MACHINERY BUT WERE STILL SOLID IN THE GROUND.
 HZ2490'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  RM 2 WAS FOUND WITH
 HZ2490'THE TOP BROKEN OFF THE DISK WAS SALVAGED AND THE REMAINING POSITION OF
 HZ2490'THE MONUMENT WAS REMOVED.  NONE OF THE DIRECTIONS CHECKED SO AN
 HZ2490'ASTRONOMIC AZIMUTH DETERMINATION WAS MADE TO RESOLVE THE DISCREPANCY.
 HZ2490'THE DIRECTION TO THE AZIMUTH MARK DIFFERED BY 32.9 SECONDS AND THE
 HZ2490'DIRECTION TO RM 1 DIFFERED BY 4 MINUTES AND 2 SECONDS.  THE DIRECTION
 HZ2490'TO MIDWAY MUNICIPAL WATER TANK DIFFERED BY 15.2 SECONDS.  THE
 HZ2490'DIRECTION TO FAA MICROWAVE TOWER CHECKED PREVIOUS DATA.  THE DISTANCE
 HZ2490'TO RM 1 FAILED TO CHECK AND WAS SHORTER BY 0.045 METERS.  (0.148 FT)
 HZ2490'RM 3 WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 HZ2490'THE STATION IS LOCATED ABOUT 15 KM (9.30 MI) WEST OF GEORGETOWN 13 KM
 HZ2490'(8.05 MI) EAST OF FRANKFORT 8 KM (4.95 MI) NORTH NORTHWEST OF MIDWAY
 HZ2490'ON THE HIGHEST GROUND AT THE NORTHEAST CORNER OF A CULTIVATED FIELD.
 HZ2490'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAYS 60 AND 460 ON
 HZ2490'THE EAST SIDE OF FRANKFORT GO EAST ON U S HIGHWAY 460 FOR 11.4 KM
 HZ2490'(7.10 MI) TO THE JUNCTION WITH FISHERS MILL ROAD.  TURN LEFT GOING
 HZ2490'NORTH ON FISHERS MILL ROAD FOR 1.6 KM (1.00 MI) TO A DIRT ROAD ON THE
 HZ2490'LEFT.  TURN LEFT AND GO 0.2 KM (0.10 MI) WEST ON THE DIRT ROAD TO THE
 HZ2490'HIGHEST GROUND AND THE STATION ON THE LEFT.
 HZ2490'THE STATION IS A STANDARD CGS DISK STAMPED--JONES 1953--, SET INTO THE
 HZ2490'TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER FLUSH
 HZ2490'WITH GROUND.  THE STATION IS LOCATED 36.3 METERS (119.1 FT) WEST
 HZ2490'NORTHWEST FROM A 36 INCH ASH TREE 15.2 METERS (49.9 FT) SOUTHEAST FROM
 HZ2490'THE CENTERLINE OF A DIRT ROAD 8.8 METERS (28.9 FT) SOUTHWEST FROM THE
 HZ2490'CENTERLINE OF A GULLY 0.6 METERS (2.0 FT) NORTHWEST FROM A CARSONITE
 HZ2490'WITNESS POST. REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 HZ2490'STAMPED--JONES NO 1 1935--, SET INTO THE TOP OF A ROUND CONCRETE
 HZ2490'MONUMENT 10 INCHES (25 CM) IN FLUSH WITH GROUND.  THE STATION IS
 HZ2490'LOCATED 46.3 METERS (151.9 FT) DIAMETER SOUTHEAST FROM THE CENTERLINE
 HZ2490'OF THE DIRT ROAD 11.6 METERS (38.1 FT) SOUTHWEST FROM THE CENTERLINE
 HZ2490'OF A GULLY 6.7 METERS (22.0 FT) WEST FROM A 36 INCH ASH TREE 0.5
 HZ2490'METERS (1.6 FT) NORTHWEST FROM A CARSONITE WITNESS POST AND 1.2 METERS
 HZ2490'(3.9 FT) LOWER THAN THE STATION. REFERENCE MARK NO 3 IS A STANDARD NGS
 HZ2490'DISK STAMPED---JONES 1935 NO 3 1984---, SET INTO THE TOP OF A ROUND
 HZ2490'CONCRETE MONUMENT 11 INCHES (28 CM) IN DIAMETER, PROJECTING 2 INCHES
 HZ2490'(5 CM) ABOVE THE GROUND. THE STATION IS LOCATED 35.1 METERS (115.2 FT)
 HZ2490'NORTH NORTHWEST FROM A 36 INCH ASH TREE, 13.1 METERS (43.0 FT)
 HZ2490'SOUTHEAST FROM THE CENTERLINE OF A DIRT ROAD, 5.2 METERS (17.1 FT)
 HZ2490'NORTHEAST FROM THE CENTERLINE OF A GULLY. AZIMUTH MARK NO 1 IS A
 HZ2490'STANDARD CGS STAMPED---JONES 1935---, SET INTO THE TOP OF A ROUND
 HZ2490'CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER, PROJECTING 5 INCHES
 HZ2490'(12 CM) ABOVE THE GROUND. THE STATION IS LOCATED 7.0 METERS (23.0 FT)
 HZ2490'SOUTHWEST FROM THE JUNCTION OF THE PAVED ROAD AND A DRIVEWAY, 9.8
 HZ2490'METERS (32.2 FT) NORTHWEST FROM A 24 INCH DOUBLE TRUNK LOCUST TREE,
 HZ2490'1.8 METERS (5.9 FT) WEST SOUTHWEST FROM A WIRE FENCE, 1.3 METERS (4.3
 HZ2490'FT) SOUTH SOUTHWEST FROM A CARSONITE WITNESS POST.  TO REACH THE
 HZ2490'AZIMUTH MARK FROM THE JUNCTION OF FISHERS MILL ROAD AND THE DIRT ROAD
 HZ2490'LEADING TO THE STATION GO NORTH 0.3 KM (0.20 MI) ON FISHERS MILL ROAD
 HZ2490'TO A DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1627 ***********************************************************************
 HA1627  DESIGNATION -  JONES
 HA1627  PID         -  HA1627
 HA1627  STATE/COUNTY-  KY/WEBSTER
 HA1627  USGS QUAD   -  NEBO (1954)
 HA1627
 HA1627                         *CURRENT SURVEY CONTROL
 HA1627  ___________________________________________________________________
 HA1627* NAD 83(1993)-  37 26 54.46628(N)    087 37 54.17632(W)     ADJUSTED  
 HA1627* NAVD 88     -       186.40   (+/-2cm)     611.5    (feet)  VERTCON   
 HA1627  ___________________________________________________________________
 HA1627  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 HA1627  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 HA1627
 HA1627  HORZ ORDER  -  FIRST
 HA1627  VERT ORDER  -  THIRD ? (See Below)
 HA1627
 HA1627.The horizontal coordinates were established by classical geodetic methods
 HA1627.and adjusted by the National Geodetic Survey in December 1995..
 HA1627
 HA1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1627.The vertical order pertains to the NGVD 29 superseded value.
 HA1627
 HA1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1627
 HA1627.The geoid height was determined by GEOID03.
 HA1627
 HA1627;                    North         East     Units Scale Factor Converg.
 HA1627;SPC KY1Z     - 1,125,439.007 1,333,516.660   MT  0.99993267   -1 09 19.1
 HA1627;SPC KY1Z     - 3,692,377.81  4,375,045.91   sFT  0.99993267   -1 09 19.1
 HA1627;SPC KY S     -   625,409.084   333,513.936   MT  0.99994738   -1 08 28.3
 HA1627;SPC KY S     - 2,051,862.97  1,094,203.64   sFT  0.99994738   -1 08 28.3
 HA1627;UTM  16      - 4,144,811.002   444,123.956   MT  0.99963846   -0 23 02.8
 HA1627
 HA1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1627!SPC KY1Z     -   0.99997547  x   0.99993267  =   0.99990814
 HA1627!SPC KY S     -   0.99997547  x   0.99994738  =   0.99992285
 HA1627!UTM  16      -   0.99997547  x   0.99963846  =   0.99961394
 HA1627
 HA1627:                Primary Azimuth Mark                     Grid Az
 HA1627:SPC KY1Z     -  JONES AZ MK                              019 01 00.3
 HA1627:SPC KY S     -  JONES AZ MK                              019 00 09.5
 HA1627:UTM  16      -  JONES AZ MK                              018 14 44.0
 HA1627
 HA1627|---------------------------------------------------------------------|
 HA1627| PID    Reference Object                     Distance      Geod. Az  |
 HA1627|                                                           dddmmss.s |
 HA1627| CG8242 JONES AZ MK                                        0175141.2 |
 HA1627| CG8243 JONES RM 1                           30.955 METERS 05315     |
 HA1627| CG8244 JONES RM 2                           30.492 METERS 29904     |
 HA1627| HA1698 DIXON MUNICIPAL TANK                APPROX. 9.1 KM 3254329.2 |
 HA1627|---------------------------------------------------------------------|
 HA1627
 HA1627                          SUPERSEDED SURVEY CONTROL
 HA1627
 HA1627  NAD 83(1986)-  37 26 54.47520(N)    087 37 54.17977(W) AD(       ) 1
 HA1627  NAD 27      -  37 26 54.31660(N)    087 37 54.15800(W) AD(       ) 1
 HA1627  NGVD 29 (07/19/86)  186.49   (m)          611.8    (f) LEVELING    3  
 HA1627
 HA1627.Superseded values are not recommended for survey control.
 HA1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1627.See file dsdata.txt to determine how the superseded data were derived.
 HA1627
 HA1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4412444811(NAD 83)
 HA1627_MARKER: DS = TRIANGULATION STATION DISK
 HA1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1627
 HA1627  HISTORY     - Date     Condition        Report By
 HA1627  HISTORY     - 1934     MONUMENTED       CGS
 HA1627  HISTORY     - 1962     GOOD             CGS
 HA1627
 HA1627                          STATION DESCRIPTION
 HA1627
 HA1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1627'ELEVEN MILES NORTHWEST OF MADISONVILLE.  STATION IS ON THE HIGHEST
 HA1627'PART OF A TIMBERED RIDGE BELONGING TO ALONZO JONES, ABOUT 4-1/2
 HA1627'MILES NORTH OF NEBO AND ABOUT 0.2 MILE SOUTH OF RED OAK SCHOOL.  MARK
 HA1627'IS 18 FEET SOUTH OF CENTER OF DIM ROAD, ABOUT 75 YARDS WEST OF
 HA1627'MAIN ROAD, ABOUT 10 PACES WEST OF WIRE FENCE, AND PROJECTS 8 INCHES.
 HA1627'
 HA1627'TO REACH STATION FROM NEBO CROSS ROAD, GO NORTH ON MAIN TRAVELED ROAD
 HA1627'FROM U.S. HIGHWAY 41 PAST TWO CHURCHES FOR 1.9 MILES TO FORK,
 HA1627'TAKE LEFT FORK FOR 0.9 MILE TO INTERSECTION, GO STRAIGHT AHEAD FOR
 HA1627'2.2 MILES TO TOP OF GRADE (0.15 MILE PAST HOME OF R.T. TAYLOR ON
 HA1627'RIGHT), STATION IS ON LEFT AT TOP OF SMALL HILL.
 HA1627'
 HA1627'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HA1627'DISKS SET IN CONCRETE.
 HA1627'
 HA1627'REFERENCE MARK NO.1 IS NORTHEAST OF STATION AND SLIGHTLY LOWER IN
 HA1627'ELEVATION.
 HA1627'
 HA1627'REFERENCE MARK NO.2 IS NORTHWEST OF STATION ON DOWN SLOPE OF HILL.
 HA1627'
 HA1627'AZIMUTH MARK IS NORTH-NORTHEAST OF STATION ON GROUND OF RED OAK
 HA1627'SCHOOL, ABOUT 12 FEET SOUTH-SOUTHWEST OF DOUBLE OAK, AND ABOUT 33
 HA1627'FEET SOUTH OF SOUTHWEST CORNER OF SCHOOL BUILDING.
 HA1627'
 HA1627'A 90-FOOT TOWER REQUIRED.
 HA1627'
 HA1627'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 HA1627
 HA1627                          STATION RECOVERY (1962)
 HA1627
 HA1627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1627'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HA1627'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND
 HA1627'TO BE 0.15 FEET SHORTER THAN PREVIOUSLY MEASURED.  REFERENCE MARK 2
 HA1627'WAS FOUND TO BE 0.11 FEET SHORTER THAN PREVIOUSLY MEASURED.  THE
 HA1627'DIRECTION TO ALL MARKS CHECKED.
 HA1627'
 HA1627'A COMPLETE NEW DESCRIPTION FOLLOWS.
 HA1627'
 HA1627'THE STATION IS ABOUT 11 MILES NORTHWEST OF MADISONVILLE, ABOUT 4-1/2
 HA1627'MILES NORTH OF NEBO, ABOUT 8-1/2 MILES NORTHEAST OF PROVIDENCE,
 HA1627'AND ON THE PROPERTY OF MR. ALONZO JONES.  IT IS 37 FEET EAST OF A 6
 HA1627'INCH OAK TREE, 29 FEET WEST OF A 14 INCH HICKORY TREE, 24 FEET WEST
 HA1627'OF A TWIN TRUNKED HICKORY TREE, 22 FEET SOUTH OF A WIRE FENCE, 12
 HA1627'FEET NORTHWEST OF A 6 INCH ELM TREE, 3 FEET NORTHWEST OF A WITNESS
 HA1627'POST, AND IS APPROXIMATELY 75 YARDS WEST OF THE CENTERLINE OF A
 HA1627'GRAVELED ROAD.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 HA1627'STAMPED JONES 1934.
 HA1627'
 HA1627'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 ALTERNATE AND STATE
 HA1627'HIGHWAY 502 IN NEBO, GO NORTH ON STATE HIGHWAY 502 FOR 1.9 MILES
 HA1627'TO A Y-FORK, AT THE END OF THE PAVED ROAD.  TAKE THE LEFT FORK AND
 HA1627'CONTINUE NORTHERLY ON STATE HIGHWAY 502 (GRAVELED) FOR 0.9 MILE
 HA1627'TO A Y-FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTHERLY ON A NARROW
 HA1627'GRAVELED ROAD FOR 1.6 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 HA1627'NORTHERLY ON THE NARROW GRAVELED ROAD FOR 0.7 MILE TO THE TOP OF A
 HA1627'SMALL GRADE AND THE STATION ON THE LEFT.
 HA1627'
 HA1627'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ON THE
 HA1627'NARROW GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT
 HA1627'IN A FIELD.
 HA1627'
 HA1627'REFERENCE MARK 1 IS 42 FEET SOUTHEAST OF A 6 INCH PINE TREE, AND 71
 HA1627'FEET NORTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 10
 HA1627'INCHES AND THE DISK IS STAMPED JONES NO 1 1934.
 HA1627'
 HA1627'REFERENCE MARK 2 IS 27 FEET EAST OF A 14 INCH HICKORY TREE, 23 FEET
 HA1627'SOUTH OF THE WIRE FENCE, AND 21 FEET SOUTHEAST OF A TWIN
 HA1627'TRUNKED HICKORY TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 HA1627'STAMPED JONES NO 2 1934.
 HA1627'
 HA1627'THE AZIMUTH MARK IS 102 FEET SOUTH OF A 28 INCH OAK TREE, 95 FEET
 HA1627'NORTHEAST OF AN 18 INCH OAK TREE, 75 FEET NORTHWEST OF A 24 INCH
 HA1627'OAK TREE, 73 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, AND 61
 HA1627'FEET EAST OF A WIRE FENCE AND A WITNESS POST.  THE MONUMENT
 HA1627'PROJECTS 14 INCHES AND THE DISK IS STAMPED JONES AZI 1934.
 HA1627'
 HA1627'NO PICTURE POINT AVAILABLE.
 HA1627'
 HA1627'NO MEASUREMENT BETWEEN RMS BRUSH ON LINE.
 HA1627'
 HA1627'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1541 ***********************************************************************
 HA1541  DESIGNATION -  JONES ROAD
 HA1541  PID         -  HA1541
 HA1541  STATE/COUNTY-  KY/MCLEAN
 HA1541  USGS QUAD   -  CALHOUN (1981)
 HA1541
 HA1541                         *CURRENT SURVEY CONTROL
 HA1541  ___________________________________________________________________
 HA1541* NAD 83(1993)-  37 33 56.64153(N)    087 20 46.01496(W)     ADJUSTED  
 HA1541* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 HA1541  ___________________________________________________________________
 HA1541  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 HA1541  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HA1541
 HA1541  HORZ ORDER  -  THIRD
 HA1541
 HA1541.The horizontal coordinates were established by classical geodetic methods
 HA1541.and adjusted by the National Geodetic Survey in December 1995..
 HA1541
 HA1541.The orthometric height was scaled from a topographic map.
 HA1541
 HA1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1541
 HA1541.The geoid height was determined by GEOID03.
 HA1541
 HA1541;                    North         East     Units Scale Factor Converg.
 HA1541;SPC KY1Z     - 1,137,980.860 1,359,004.832   MT  0.99991956   -0 58 47.8
 HA1541;SPC KY1Z     - 3,733,525.54  4,458,668.35   sFT  0.99991956   -0 58 47.8
 HA1541;SPC KY S     -   637,957.043   358,999.873   MT  0.99995354   -0 58 04.7
 HA1541;SPC KY S     - 2,093,030.73  1,177,818.75   sFT  0.99995354   -0 58 04.7
 HA1541;UTM  16      - 4,157,690.347   469,433.636   MT  0.99961151   -0 12 39.7
 HA1541
 HA1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1541!SPC KY1Z     -   0.99998283  x   0.99991956  =   0.99990239
 HA1541!SPC KY S     -   0.99998283  x   0.99995354  =   0.99993637
 HA1541!UTM  16      -   0.99998283  x   0.99961151  =   0.99959434
 HA1541
 HA1541|---------------------------------------------------------------------|
 HA1541| PID    Reference Object                     Distance      Geod. Az  |
 HA1541|                                                           dddmmss.s |
 HA1541| CG8246 JONES ROAD RM 1                      12.756 METERS 11959     |
 HA1541| CG8245 JONES ROAD AZ MK                                   2392229.9 |
 HA1541| CG8247 JONES ROAD RM 2                      10.768 METERS 29305     |
 HA1541|---------------------------------------------------------------------|
 HA1541
 HA1541                          SUPERSEDED SURVEY CONTROL
 HA1541
 HA1541  NAD 83(1986)-  37 33 56.65100(N)    087 20 46.01889(W) AD(       ) 3
 HA1541  NAD 27      -  37 33 56.47100(N)    087 20 46.00900(W) AD(       ) 3
 HA1541
 HA1541.Superseded values are not recommended for survey control.
 HA1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1541.See file dsdata.txt to determine how the superseded data were derived.
 HA1541
 HA1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG6943457690(NAD 83)
 HA1541_MARKER: DS = TRIANGULATION STATION DISK
 HA1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1541
 HA1541  HISTORY     - Date     Condition        Report By
 HA1541  HISTORY     - 1952     MONUMENTED       CGS
 HA1541
 HA1541                          STATION DESCRIPTION
 HA1541
 HA1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1541'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF CALHOUN AND 5 MILES
 HA1541'SOUTHWEST OF BEECH GROVE ON PROPERTY OWNED BY MR. J.W. JONES.  IT IS
 HA1541'50 FEET SOUTHEAST OF A 16 INCH OAK TREE, 20 FEET NORTH OF THE CENTER
 HA1541'OF A GRAVEL ROAD, 8 FEET NORTHEAST OF A WHITE WITNESS POST AND 3
 HA1541'FEET NORTH OF A FENCE LINE.  THE MARK IS UNDERGROUND ABOUT 12 INCHES
 HA1541'AND THE DISK IS STAMPED JONES ROAD 1952.  THE UNDERGROUND STATION
 HA1541'MARK IS STAMPED---JONES 1952---.
 HA1541'
 HA1541'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF THE CENTER OF THE GRAVEL
 HA1541'ROAD AND 1 FOOT NORTH OF THE FENCE LINE.  THE MARK IS FLUSH AND THE
 HA1541'DISK IS STAMPED---JONES ROAD NO. 1 1952---.
 HA1541'
 HA1541'REFERENCE MARK NO. 2 IS 45 FEET SOUTH OF THE 16 INCH OAK TREE, 15
 HA1541'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF
 HA1541'THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED---JONES
 HA1541'ROAD NO. 2 1952---.
 HA1541'
 HA1541'AZIMUTH MARK IS 25 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 15 FEET
 HA1541'SOUTHEAST OF A WHITE WITNESS POST AND 12 FEET EAST OF A TWIN OAK
 HA1541'TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED---JONES ROAD
 HA1541'1952---.
 HA1541'
 HA1541'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 147 AND 136
 HA1541'IN BEECH GROVE GO SOUTH ON HIGHWAY 147 FOR 0.9 MILE TO THE
 HA1541'JUNCTION OF STATE HIGHWAY 256, TURN LEFT ON HIGHWAY 256 AND GO 3.8
 HA1541'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.7 MILE TO A SIDE
 HA1541'ROAD LEFT,* TURN LEFT AND GO 0.2 MILE TO THE STATION ON THE LEFT
 HA1541'AS DESCRIBED.
 HA1541'
 HA1541'*FROM THIS POINT CONTINUE AHEAD ON GRAVEL ROAD FOR 0.6 MILE TO THE
 HA1541'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 HA1541'
 HA1541'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2525 ***********************************************************************
 HZ2525  DESIGNATION -  JONESVILLE
 HZ2525  PID         -  HZ2525
 HZ2525  STATE/COUNTY-  KY/OWEN
 HZ2525  USGS QUAD   -  GLENCOE (1969)
 HZ2525
 HZ2525                         *CURRENT SURVEY CONTROL
 HZ2525  ___________________________________________________________________
 HZ2525* NAD 83(1993)-  38 38 17.04411(N)    084 46 38.72130(W)     ADJUSTED  
 HZ2525* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 HZ2525  ___________________________________________________________________
 HZ2525  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 HZ2525  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HZ2525
 HZ2525  HORZ ORDER  -  THIRD
 HZ2525
 HZ2525.The horizontal coordinates were established by classical geodetic methods
 HZ2525.and adjusted by the National Geodetic Survey in April 1998..
 HZ2525
 HZ2525.The orthometric height was scaled from a topographic map.
 HZ2525
 HZ2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2525
 HZ2525.The geoid height was determined by GEOID03.
 HZ2525
 HZ2525;                    North         East     Units Scale Factor Converg.
 HZ2525;SPC KY1Z     - 1,256,235.044 1,584,676.312   MT  0.99999323   +0 35 49.6
 HZ2525;SPC KY1Z     - 4,121,497.81  5,199,058.87   sFT  0.99999323   +0 35 49.6
 HZ2525;SPC KY N     -   126,454.786   454,081.218   MT  0.99996651   -0 19 41.1
 HZ2525;SPC KY N     -   414,877.08  1,489,764.80   sFT  0.99996651   -0 19 41.1
 HZ2525;UTM  16      - 4,278,957.214   693,444.302   MT  1.00006084   +1 23 17.5
 HZ2525
 HZ2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2525!SPC KY1Z     -   0.99996015  x   0.99999323  =   0.99995338
 HZ2525!SPC KY N     -   0.99996015  x   0.99996651  =   0.99992666
 HZ2525!UTM  16      -   0.99996015  x   1.00006084  =   1.00002098
 HZ2525
 HZ2525|---------------------------------------------------------------------|
 HZ2525| PID    Reference Object                     Distance      Geod. Az  |
 HZ2525|                                                           dddmmss.s |
 HZ2525| DB9513 JONESVILLE RM 1                      21.306 METERS 16550     |
 HZ2525| DB9512 JONESVILLE AZ MK                                   1740844.7 |
 HZ2525| HZ2536 BROMLEY HUB 1949                    APPROX. 9.0 KM 2585832.3 |
 HZ2525| DB9514 JONESVILLE RM 2                      17.761 METERS 28554     |
 HZ2525|---------------------------------------------------------------------|
 HZ2525
 HZ2525                          SUPERSEDED SURVEY CONTROL
 HZ2525
 HZ2525  NAD 83(1993)-  38 38 17.04454(N)    084 46 38.72136(W) AD(       ) 3
 HZ2525  NAD 83(1986)-  38 38 17.04691(N)    084 46 38.73140(W) AD(       ) 3
 HZ2525  NAD 27      -  38 38 16.81000(N)    084 46 38.93200(W) AD(       ) 3
 HZ2525
 HZ2525.Superseded values are not recommended for survey control.
 HZ2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2525.See file dsdata.txt to determine how the superseded data were derived.
 HZ2525
 HZ2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH9344478957(NAD 83)
 HZ2525_MARKER: DS = TRIANGULATION STATION DISK
 HZ2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2525
 HZ2525  HISTORY     - Date     Condition        Report By
 HZ2525  HISTORY     - 1949     MONUMENTED       CGS
 HZ2525  HISTORY     - 1963     GOOD             CGS
 HZ2525  HISTORY     - 1964     GOOD             CGS
 HZ2525
 HZ2525                          STATION DESCRIPTION
 HZ2525
 HZ2525'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2525'STATION IS LOCATED IN THE VILLAGE OF JONESVILLE AT THE NORTHEAST
 HZ2525'CORNER OF THE METHODIST CHURCH GROUNDS.  IT IS 61 FEET NORTHEAST OF
 HZ2525'THE NORTHEAST CORNER OF CHURCH, 12 FEET SOUTHEAST OF A WHITE WITNESS
 HZ2525'POST AND 10 FEET SOUTH OF A FENCE LINE.  THE MARK IS FLUSH WITH THE
 HZ2525'GROUND AND THE DISK IS STAMPED JONESVILLE 1949.
 HZ2525'
 HZ2525'REFERENCE MARK NO.1 IS 56 FEET EAST OF THE NORTHEAST CORNER OF CHURCH
 HZ2525'AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND
 HZ2525'AND THE DISK IS STAMPED JONESVILLE NO 1 1949.
 HZ2525'
 HZ2525'REFERENCE MARK NO.2 IS 67 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 HZ2525'CHURCH AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH WITH THE
 HZ2525'GROUND AND THE DISK IS STAMPED JONESVILLE NO 2 1949.
 HZ2525'
 HZ2525'AZIMUTH MARK IS APPROXIMATELY 0.1 MILE SOUTH OF STATION, 145 FEET
 HZ2525'WEST OF THE CENTER OF STATE HIGHWAY 36, 2 FEET WEST OF A WHITE
 HZ2525'WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS FLUSH
 HZ2525'WITH THE GROUND AND THE DISK IS STAMPED JONESVILLE 1949.
 HZ2525'
 HZ2525'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTH FOR ABOUT 0.05 MILE
 HZ2525'TO A PAVED ROAD, TURN LEFT AND GO EAST FOR 0.05 MILE TO THE JUNCTION
 HZ2525'OF STATE HIGHWAY 36, TURN RIGHT ON HIGHWAY AND GO SOUTH FOR ABOUT
 HZ2525'0.05 MILE TO A GATE ON RIGHT, TURN RIGHT THROUGH GATE AND GO WEST FOR
 HZ2525'ABOUT 150 FEET TO THE MARK NEAR FENCE LINE AS DESCRIBED.
 HZ2525'
 HZ2525'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HZ2525
 HZ2525                          STATION RECOVERY (1963)
 HZ2525
 HZ2525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HRW)
 HZ2525'LOCATED STA. AND R.M.
 HZ2525
 HZ2525                          STATION RECOVERY (1964)
 HZ2525
 HZ2525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ2525'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 HZ2525'AND FOUND IN GOOD CONDITION.
 HZ2525'
 HZ2525'THE STATION MARK IS ADEQUATELY DESCRIBED WITH THE FOLLOWING
 HZ2525'ADDITIONAL NOTES--IT IS 20.3 FEET WSW OF THE SW CORNER OF A SMALL
 HZ2525'OUTHOUSE, 11.6 FEET SSE OF A STEEL WITNESS POST AND SIGN AND 39
 HZ2525'FEET NNE OF AN 18-INCH MAPLE TREE.  THE MARK IS FLUSH WITH THE
 HZ2525'GROUND AND THE DISK IS STAMPED JONESVILLE 1949.
 HZ2525'
 HZ2525'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION BUT
 HZ2525'ITS LOCATION IS INADEQUATELY DESCRIBED IN THE ORIGINAL DESCRIPTION.
 HZ2525'A NEW DESCRIPTION OF THE MARK IS GIVEN BELOW.
 HZ2525'
 HZ2525'THE AZIMUTH MARK IS 141 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 HZ2525'36, 30.3 FEET NW OF THE NORTHWEST CORNER OF MRS. CARRIE STEWARTS
 HZ2525'HOUSE, 3-1/2 FEET EAST OF A GATE POST AND 1/2 FOOT NORTH OF A WIRE
 HZ2525'FENCE.  THE MARK IS ABOUT 2 INCHES UNDERGROUND AND THE DISK IS
 HZ2525'STAMPED JONESVILLE 1949.  THE TO REACH FOR THE AZIMUTH MARK IS
 HZ2525'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1568 ***********************************************************************
 HB1568  DESIGNATION -  JOPPA STEAM ELEC STA SE TOWER
 HB1568  PID         -  HB1568
 HB1568  STATE/COUNTY-  KY/MCCRACKEN
 HB1568  USGS QUAD   -  JOPPA (1982)
 HB1568
 HB1568                         *CURRENT SURVEY CONTROL
 HB1568  ___________________________________________________________________
 HB1568* NAD 83(1993)-  37 11 40.97383(N)    088 51 31.73323(W)     ADJUSTED  
 HB1568* NAVD 88     -                                                        
 HB1568  ___________________________________________________________________
 HB1568  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 HB1568  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 HB1568
 HB1568  HORZ ORDER  -  THIRD
 HB1568
 HB1568.The horizontal coordinates were established by classical geodetic methods
 HB1568.and adjusted by the National Geodetic Survey in October 1999..
 HB1568
 HB1568
 HB1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1568
 HB1568.The geoid height was determined by GEOID03.
 HB1568
 HB1568;                    North         East     Units Scale Factor Converg.
 HB1568;SPC KY1Z     - 1,100,196.821 1,224,044.308   MT  0.99997521   -1 54 31.3
 HB1568;SPC KY1Z     - 3,609,562.40  4,015,885.37   sFT  0.99997521   -1 54 31.3
 HB1568;SPC KY S     -   600,131.290   224,050.482   MT  0.99994835   -1 53 07.4
 HB1568;SPC KY S     - 1,968,930.74    735,072.29   sFT  0.99994835   -1 53 07.4
 HB1568;SPC IL E     -    58,728.738   253,346.547   MT  1.00000180   -0 19 03.6
 HB1568;SPC IL E     -   192,679.20    831,187.80   sFT  1.00000180   -0 19 03.6
 HB1568;UTM  16      - 4,118,091.184   335,024.798   MT  0.99993528   -1 07 26.2
 HB1568
 HB1568                          SUPERSEDED SURVEY CONTROL
 HB1568
 HB1568  NAD 83(1993)-  37 11 40.97856(N)    088 51 31.73179(W) AD(       ) 4
 HB1568  NAD 83(1986)-  37 11 40.98397(N)    088 51 31.73523(W) AD(       ) 4
 HB1568  NAD 27      -  37 11 40.79132(N)    088 51 31.51633(W) AD(       ) 3
 HB1568
 HB1568.Superseded values are not recommended for survey control.
 HB1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1568.See file dsdata.txt to determine how the superseded data were derived.
 HB1568
 HB1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3502518091(NAD 83)
 HB1568_MARKER: 55 = TOWER
 HB1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1568+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003
 HB1568
 HB1568  HISTORY     - Date     Condition        Report By
 HB1568  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1568  HISTORY     - 20031019 GOOD             USPSQD
 HB1568
 HB1568                          STATION DESCRIPTION
 HB1568
 HB1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1568'THE STATIONS ARE THE CENTERS OF THE TOPS OF 4 OF THE 6 HIGH RIVER
 HB1568'CROSSING TRANSMISSION TOWERS OWNED BY ELECTRIC ENERGY, INC. OF JOPPA
 HB1568'ILLINOIS.  THE TOWERS ARE LOCATED ABOUT 2 MILES WEST OF JOPPA AT THE
 HB1568'STEAM ELECTRIC STATION.  THE TOWERS ARE SITUATED IN THE FORM OF A
 HB1568'RECTANGLE WITH THREE TOWERS IN LINE ON EACH SIDE OF THE OHIO RIVER.
 HB1568'THE TOWERS LOCATED WERE THE ONES AT THE CORNERS OF THE RECTANGLE,
 HB1568'THE NORTHEAST TOWER IS NO. 1 ON THE COMPANY PLANS, THE NORTHWEST
 HB1568'TOWER IS NO. 3, THE SOUTHEAST TOWER IS NO. 4 AND THE SOUTHWEST TOWER
 HB1568'IS NO. 6.
 HB1568'
 HB1568'ALL OF THE TOWERS ARE OF 4 LEGGED STEEL CONSTRUCTION, PAINTED IN
 HB1568'ALTERNATE SECTIONS OF RED AND WHITE.  THEY HAVE TWO RED FLASHING
 HB1568'LIGHTS AT THE TOPS AND 3 SETS OF DOUBLE OBSTRUCTION LIGHTS AT
 HB1568'INTERVALS DOWN THE SIDES.  NOS. 1, 4 AND 6 ARE 473 FEET HIGH AND
 HB1568'NO. 3 IS 478 FEET HIGH.
 HB1568
 HB1568                          STATION RECOVERY (2003)
 HB1568
 HB1568'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1569 ***********************************************************************
 HB1569  DESIGNATION -  JOPPA STEAM ELEC STA SW TOWER
 HB1569  PID         -  HB1569
 HB1569  STATE/COUNTY-  KY/MCCRACKEN
 HB1569  USGS QUAD   -  JOPPA (1982)
 HB1569
 HB1569                         *CURRENT SURVEY CONTROL
 HB1569  ___________________________________________________________________
 HB1569* NAD 83(1993)-  37 11 54.96567(N)    088 52 08.18175(W)     ADJUSTED  
 HB1569* NAVD 88     -                                                        
 HB1569  ___________________________________________________________________
 HB1569  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HB1569  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 HB1569
 HB1569  HORZ ORDER  -  THIRD
 HB1569
 HB1569.The horizontal coordinates were established by classical geodetic methods
 HB1569.and adjusted by the National Geodetic Survey in October 1999..
 HB1569
 HB1569
 HB1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1569
 HB1569.The geoid height was determined by GEOID03.
 HB1569
 HB1569;                    North         East     Units Scale Factor Converg.
 HB1569;SPC KY1Z     - 1,100,657.899 1,223,160.341   MT  0.99997441   -1 54 53.7
 HB1569;SPC KY1Z     - 3,611,075.12  4,012,985.22   sFT  0.99997441   -1 54 53.7
 HB1569;SPC KY S     -   600,591.995   223,166.350   MT  0.99994819   -1 53 29.5
 HB1569;SPC KY S     - 1,970,442.24    732,171.60   sFT  0.99994819   -1 53 29.5
 HB1569;SPC IL E     -    59,165.106   252,450.093   MT  1.00000284   -0 19 25.8
 HB1569;SPC IL E     -   194,110.85    828,246.68   sFT  1.00000284   -0 19 25.8
 HB1569;UTM  16      - 4,118,540.095   334,134.632   MT  0.99993891   -1 07 48.6
 HB1569
 HB1569                          SUPERSEDED SURVEY CONTROL
 HB1569
 HB1569  NAD 83(1993)-  37 11 54.97037(N)    088 52 08.18035(W) AD(       ) 4
 HB1569  NAD 83(1986)-  37 11 54.97582(N)    088 52 08.18365(W) AD(       ) 4
 HB1569  NAD 27      -  37 11 54.78272(N)    088 52 07.96207(W) AD(       ) 3
 HB1569
 HB1569.Superseded values are not recommended for survey control.
 HB1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1569.See file dsdata.txt to determine how the superseded data were derived.
 HB1569
 HB1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3413518540(NAD 83)
 HB1569_MARKER: 55 = TOWER
 HB1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1569+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003
 HB1569
 HB1569  HISTORY     - Date     Condition        Report By
 HB1569  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1569  HISTORY     - 20031019 GOOD             USPSQD
 HB1569
 HB1569                          STATION DESCRIPTION
 HB1569
 HB1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1569'THE STATIONS ARE THE CENTERS OF THE TOPS OF 4 OF THE 6 HIGH RIVER
 HB1569'CROSSING TRANSMISSION TOWERS OWNED BY ELECTRIC ENERGY, INC. OF JOPPA
 HB1569'ILLINOIS.  THE TOWERS ARE LOCATED ABOUT 2 MILES WEST OF JOPPA AT THE
 HB1569'STEAM ELECTRIC STATION.  THE TOWERS ARE SITUATED IN THE FORM OF A
 HB1569'RECTANGLE WITH THREE TOWERS IN LINE ON EACH SIDE OF THE OHIO RIVER.
 HB1569'THE TOWERS LOCATED WERE THE ONES AT THE CORNERS OF THE RECTANGLE,
 HB1569'THE NORTHEAST TOWER IS NO. 1 ON THE COMPANY PLANS, THE NORTHWEST
 HB1569'TOWER IS NO. 3, THE SOUTHEAST TOWER IS NO. 4 AND THE SOUTHWEST TOWER
 HB1569'IS NO. 6.
 HB1569'
 HB1569'ALL OF THE TOWERS ARE OF 4 LEGGED STEEL CONSTRUCTION, PAINTED IN
 HB1569'ALTERNATE SECTIONS OF RED AND WHITE.  THEY HAVE TWO RED FLASHING
 HB1569'LIGHTS AT THE TOPS AND 3 SETS OF DOUBLE OBSTRUCTION LIGHTS AT
 HB1569'INTERVALS DOWN THE SIDES.  NOS. 1, 4 AND 6 ARE 473 FEET HIGH AND
 HB1569'NO. 3 IS 478 FEET HIGH.
 HB1569
 HB1569                          STATION RECOVERY (2003)
 HB1569
 HB1569'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2655 ***********************************************************************
 GC2655  DESIGNATION -  JULIEN
 GC2655  PID         -  GC2655
 GC2655  STATE/COUNTY-  KY/TRIGG
 GC2655  USGS QUAD   -  CALEDONIA (1981)
 GC2655
 GC2655                         *CURRENT SURVEY CONTROL
 GC2655  ___________________________________________________________________
 GC2655* NAD 83(1993)-  36 47 55.04763(N)    087 41 56.47220(W)     ADJUSTED  
 GC2655* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 GC2655  ___________________________________________________________________
 GC2655  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 GC2655  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC2655
 GC2655  HORZ ORDER  -  SECOND
 GC2655
 GC2655.The horizontal coordinates were established by classical geodetic methods
 GC2655.and adjusted by the National Geodetic Survey in December 1995..
 GC2655
 GC2655.The orthometric height was scaled from a topographic map.
 GC2655
 GC2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2655
 GC2655.The geoid height was determined by GEOID03.
 GC2655
 GC2655;                    North         East     Units Scale Factor Converg.
 GC2655;SPC KY1Z     - 1,053,458.193 1,326,056.715   MT  1.00008028   -1 11 47.8
 GC2655;SPC KY1Z     - 3,456,220.75  4,350,571.07   sFT  1.00008028   -1 11 47.8
 GC2655;SPC KY S     -   553,429.170   326,072.321   MT  0.99998879   -1 10 55.2
 GC2655;SPC KY S     - 1,815,708.87  1,069,788.94   sFT  0.99998879   -1 10 55.2
 GC2655;UTM  16      - 4,072,761.363   437,639.868   MT  0.99964791   -0 25 07.4
 GC2655
 GC2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2655!SPC KY1Z     -   0.99997981  x   1.00008028  =   1.00006009
 GC2655!SPC KY S     -   0.99997981  x   0.99998879  =   0.99996860
 GC2655!UTM  16      -   0.99997981  x   0.99964791  =   0.99962773
 GC2655
 GC2655|---------------------------------------------------------------------|
 GC2655| PID    Reference Object                     Distance      Geod. Az  |
 GC2655|                                                           dddmmss.s |
 GC2655| CG6667 JULIEN RM 2                          24.131 METERS 12945     |
 GC2655| CG6665 JULIEN AZ MK                                       1333610.9 |
 GC2655| CG6666 JULIEN RM 1                          22.786 METERS 32249     |
 GC2655|---------------------------------------------------------------------|
 GC2655
 GC2655                          SUPERSEDED SURVEY CONTROL
 GC2655
 GC2655  NAD 83(1986)-  36 47 55.05665(N)    087 41 56.47507(W) AD(       ) 2
 GC2655  NAD 27      -  36 47 54.88400(N)    087 41 56.42300(W) AD(       ) 2
 GC2655
 GC2655.Superseded values are not recommended for survey control.
 GC2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2655.See file dsdata.txt to determine how the superseded data were derived.
 GC2655
 GC2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3764072761(NAD 83)
 GC2655_MARKER: DS = TRIANGULATION STATION DISK
 GC2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2655
 GC2655  HISTORY     - Date     Condition        Report By
 GC2655  HISTORY     - 1953     MONUMENTED       CGS
 GC2655  HISTORY     - 1974     MARK NOT FOUND   USGS
 GC2655  HISTORY     - 1975     MARK NOT FOUND   NGS
 GC2655
 GC2655                          STATION DESCRIPTION
 GC2655
 GC2655'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2655'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF GRACEY, 5 MILES
 GC2655'SOUTHWEST OF JULIEN ON PROPERTY OWNED BY MR. A.C.  SHELTON.
 GC2655'IT IS 44 FEET WEST OF THE INTERSECTION OF A GRAVEL ROAD AND A FARM
 GC2655'LANE, WEST, 27 FEET NORTH OF THE CENTER OF THE FARM LANE,
 GC2655'24 FEET NORTHWEST OF THE CENTER OF THE GRAVEL ROAD AND 4 FEET
 GC2655'NORTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS
 GC2655'ABOUT 2 INCHES AND THE DISK IS STAMPED JULIEN 1953.
 GC2655'
 GC2655'REFERENCE MARK NO. 1 IS 20 FEET NORTHWEST OF THE CENTER OF THE GRAVEL
 GC2655'ROAD, 10 FEET SOUTHWEST OF A 16 INCH WALNUT TREE AND 1 FOOT
 GC2655'SOUTHEAST OF A FENCE. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 GC2655'IS STAMPED JULIEN NO 1 1953.
 GC2655'
 GC2655'REFERENCE MARK NO. 2 IS 37 FEET SOUTEAST OF THE CENTER OF THE FARM
 GC2655'LANE, 20 FEET NORTHWEST OF THE CENTER OF THE GRAVEL ROAD AND
 GC2655'1 FOOT NORTHEAST OF A FENCE. THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GC2655'DISK IS STAMPED JULIEN NO 2 1953.
 GC2655'
 GC2655'AZIMUTH MARK IS 19 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 4
 GC2655'FEET NORTHWEST OF A FENCE CORNER, 2 FEET WEST OF A WHITE
 GC2655'WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE. THE MARK PROJECTS ABOUT
 GC2655'2 INCHES AND THE DISK IS STAMPED JULIEN 1953.
 GC2655'
 GC2655'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 272 AND 117
 GC2655'IN JULIEN, GO SOUTHWEST AND WEST ON HIGHWAY 272 FOR 3.9 MILES
 GC2655'TO A CROSSROAD, TURN LEFT ON GRAVEL ROAD AND GO SOUTH AND SOUTHEAST
 GC2655'FOR 1.6 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2655'CONTINUE SOUTHEAST ON GRAVEL ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 GC2655'THE RIGHT AS DESCRIBED.
 GC2655'
 GC2655'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 GC2655
 GC2655                          STATION RECOVERY (1974)
 GC2655
 GC2655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (CB)
 GC2655'NOT FOUND PROBABLY DESTROYED.  SINCE 1953, THE ROAD HAS BEEN
 GC2655'PAVED AND SHOULDERS HAVE BEEN GRADED AND SLOPED.  THE TAPED
 GC2655'POSITION INDICATED GRADING AND SLOPING HAD OCCURRED AT THIS
 GC2655'POINT.  THE ENTIRE AREA IS GRASSED AND MOWED - NO EVIDENCE
 GC2655'COULD BE FOUND.  PRESENT OWNERS HAVE NO KNOWLEDGE OF MARK.  NO
 GC2655'RMS COULD BE FOUND.  THEIR LOCATION MADE THEM VULNERABLE TO
 GC2655'THE ROAD WORK.
 GC2655
 GC2655                          STATION RECOVERY (1975)
 GC2655
 GC2655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GC2655'A SEARCH WAS MADE FOR THE STATION AND REFERENCE MARKS BUT
 GC2655'NOTHING WAS FOUND.  THE ROAD HAS BEEN WIDENED AT THIS POINT
 GC2655'AND ALL MARKS ARE ASSUMED TO HAVE BEEN DESTROYED BY THE GRADING.
 GC2655'
 GC2655'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GC2655'ABOUT 7 MILES SOUTHWEST OF GRACEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1314 ***********************************************************************
 HA1314  DESIGNATION -  JUNCTION
 HA1314  PID         -  HA1314
 HA1314  STATE/COUNTY-  KY/MEADE
 HA1314  USGS QUAD   -  GUSTON (1991)
 HA1314
 HA1314                         *CURRENT SURVEY CONTROL
 HA1314  ___________________________________________________________________
 HA1314* NAD 83(1993)-  37 55 22.65203(N)    086 08 01.37758(W)     ADJUSTED  
 HA1314* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 HA1314  ___________________________________________________________________
 HA1314  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 HA1314  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HA1314
 HA1314  HORZ ORDER  -  THIRD
 HA1314
 HA1314.The horizontal coordinates were established by classical geodetic methods
 HA1314.and adjusted by the National Geodetic Survey in December 1995..
 HA1314
 HA1314.The orthometric height was scaled from a topographic map.
 HA1314
 HA1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1314
 HA1314.The geoid height was determined by GEOID03.
 HA1314
 HA1314;                    North         East     Units Scale Factor Converg.
 HA1314;SPC KY1Z     - 1,176,489.843 1,466,265.343   MT  0.99990527   -0 14 08.1
 HA1314;SPC KY1Z     - 3,859,867.09  4,810,572.21   sFT  0.99990527   -0 14 08.1
 HA1314;SPC KY S     -   676,482.384   466,262.208   MT  0.99999812   -0 13 57.8
 HA1314;SPC KY S     - 2,219,425.95  1,529,728.59   sFT  0.99999812   -0 13 57.8
 HA1314;UTM  16      - 4,197,620.974   576,137.637   MT  0.99967140   +0 31 56.8
 HA1314
 HA1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1314!SPC KY1Z     -   0.99997439  x   0.99990527  =   0.99987966
 HA1314!SPC KY S     -   0.99997439  x   0.99999812  =   0.99997251
 HA1314!UTM  16      -   0.99997439  x   0.99967140  =   0.99964580
 HA1314
 HA1314|---------------------------------------------------------------------|
 HA1314| PID    Reference Object                     Distance      Geod. Az  |
 HA1314|                                                           dddmmss.s |
 HA1314| CG8251 JUNCTION RM 1                         8.400 METERS 09114     |
 HA1314| CG8620 FK 2 659                                           0984841.4 |
 HA1314| HA1310 FLAHERTY                            APPROX. 7.5 KM 1525928.1 |
 HA1314| CG8252 JUNCTION RM 2                        17.219 METERS 19948     |
 HA1314|---------------------------------------------------------------------|
 HA1314
 HA1314                          SUPERSEDED SURVEY CONTROL
 HA1314
 HA1314  NAD 83(1986)-  37 55 22.65927(N)    086 08 01.38300(W) AD(       ) 3
 HA1314  NAD 27      -  37 55 22.42600(N)    086 08 01.49100(W) AD(       ) 3
 HA1314
 HA1314.Superseded values are not recommended for survey control.
 HA1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1314.See file dsdata.txt to determine how the superseded data were derived.
 HA1314
 HA1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG7613897621(NAD 83)
 HA1314_MARKER: DS = TRIANGULATION STATION DISK
 HA1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1314
 HA1314  HISTORY     - Date     Condition        Report By
 HA1314  HISTORY     - 1950     MONUMENTED       CGS
 HA1314  HISTORY     - 1961     MARK NOT FOUND   USGS
 HA1314
 HA1314                          STATION DESCRIPTION
 HA1314
 HA1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1314'STATION IS LOCATED 0.15 MILE WEST OF THE INTERSECTION OF STATE
 HA1314'HIGHWAY 64 AND U.S. HIGHWAY 60, WHICH IS ABOUT 2-1/2 MILES EAST
 HA1314'OF EKRON AND 2 MILES NORTHWEST OF GARRETT.  IT IS 27 FEET NORTH OF
 HA1314'THE CENTER OF HIGHWAY 64, 5 FEET SOUTHEAST OF A WHITE WITNESS POST
 HA1314'AND 3 FEET SOUTH OF A FENCE LINE.  THE MARK IS FLUSH WITH THE SURFACE
 HA1314'OF THE GROUND AND THE DISK IS STAMPED JUNCTION 1950.
 HA1314'
 HA1314'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE CENTER OF HIGHWAY 64 AND
 HA1314'6 FEET SOUTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 HA1314'THE DISK IS STAMPED JUNCTION NO 1 1950.
 HA1314'
 HA1314'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE CENTER OF HIGHWAY 64 AND
 HA1314'1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 HA1314'THE DISK IS STAMPED JUNCTION NO 2 1950.
 HA1314'
 HA1314'FK 2 659 (C. OF E.) WAS USED AS AN AZIMUTH MARK.  IT IS 52 FEET
 HA1314'SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 64 AND U.S. HIGHWAY
 HA1314'60, 23 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 60, 2 FEET SOUTH
 HA1314'OF A TELEPHONE POLE AND 1 FOOT SOUTHWEST OF A WHITE WITNESS
 HA1314'POST.  THE MARK IS A 6 X 6 INCH CONCRETE POST PROJECTING ABOUT 6
 HA1314'INCHES AND THE DISK IS A BRONZE DISK STAMPED CORPS OF ENGINEERS 3
 HA1314'RD. ORDER TRAVERSE STA. NO. FK 2 659.  THIS MARK WAS LOOSE IN THE
 HA1314'GROUND AND WAS REINFORCED BY THIS PARTY BEFORE USING IT AS AN
 HA1314'AZIMUTH MARK.
 HA1314'
 HA1314'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND
 HA1314'STATE HIGHWAY 64 ABOUT 2 MILES NORTHWEST OF GARRETT, GO WEST ON
 HA1314'HIGHWAY 64 FOR 0.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 HA1314'
 HA1314'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HA1314
 HA1314                          STATION RECOVERY (1961)
 HA1314
 HA1314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HA1314'STATION MARK FOUND DESTROYED.  MARK WAS BULLDOZED INTO DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0280 ***********************************************************************
 HZ0280  DESIGNATION -  K 1
 HZ0280  PID         -  HZ0280
 HZ0280  STATE/COUNTY-  KY/ANDERSON
 HZ0280  USGS QUAD   -  LAWRENCEBURG (1987)
 HZ0280
 HZ0280                         *CURRENT SURVEY CONTROL
 HZ0280  ___________________________________________________________________
 HZ0280* NAD 83(1986)-  38 02 12.     (N)    084 53 38.     (W)     SCALED    
 HZ0280* NAVD 88     -       241.051  (meters)     790.85   (feet)  ADJUSTED  
 HZ0280  ___________________________________________________________________
 HZ0280  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HZ0280  DYNAMIC HT  -         240.875 (meters)     790.27  (feet)  COMP
 HZ0280  MODELED GRAV-     979,890.4   (mgal)                       NAVD 88
 HZ0280
 HZ0280  VERT ORDER  -  SECOND    CLASS 0
 HZ0280
 HZ0280.The horizontal coordinates were scaled from a topographic map and have
 HZ0280.an estimated accuracy of +/- 6 seconds.
 HZ0280
 HZ0280.The orthometric height was determined by differential leveling
 HZ0280.and adjusted by the National Geodetic Survey in June 1991..
 HZ0280
 HZ0280.The geoid height was determined by GEOID03.
 HZ0280
 HZ0280.The dynamic height is computed by dividing the NAVD 88
 HZ0280.geopotential number by the normal gravity value computed on the
 HZ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0280.degrees latitude (g = 980.6199 gals.).
 HZ0280
 HZ0280.The modeled gravity was interpolated from observed gravity values.
 HZ0280
 HZ0280;                    North         East    Units  Estimated Accuracy
 HZ0280;SPC KY1Z     - 1,189,390.    1,575,150.      MT  (+/- 180 meters Scaled)
 HZ0280
 HZ0280                          SUPERSEDED SURVEY CONTROL
 HZ0280
 HZ0280  NGVD 29 (??/??/92)  241.192  (m)          791.31   (f) ADJ UNCH    2 0
 HZ0280
 HZ0280.Superseded values are not recommended for survey control.
 HZ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0280.See file dsdata.txt to determine how the superseded data were derived.
 HZ0280
 HZ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH848119(NAD 83)
 HZ0280_MARKER: DD = SURVEY DISK
 HZ0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0280_SP_SET: SIDEWALK
 HZ0280_STAMPING: K 1 KY 1921
 HZ0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0280
 HZ0280  HISTORY     - Date     Condition        Report By
 HZ0280  HISTORY     - 1921     MONUMENTED       USGS
 HZ0280  HISTORY     - 1935     GOOD             NGS
 HZ0280  HISTORY     - 1982     GOOD             KYDT
 HZ0280
 HZ0280                          STATION DESCRIPTION
 HZ0280
 HZ0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HZ0280'AT LAWRENCEBURG.
 HZ0280'AT LAWRENCEBURG, ANDERSON COUNTY, ON MAIN STREET, AT THE
 HZ0280'POST OFFICE, BETWEEN THE TWO STEPS LEADING TO THE WEST FRONT
 HZ0280'ENTRANCE, 12.1 FEET EAST OF THE EAST CURB OF MAIN STREET,
 HZ0280'AND IN THE CONCRETE SIDEWALK.  A UNITED STATES GEOLOGICAL
 HZ0280'SURVEY STANDARD DISK, STAMPED K 1 KY 1921.
 HZ0280
 HZ0280                          STATION RECOVERY (1982)
 HZ0280
 HZ0280'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 HZ0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1582 ***********************************************************************
 HY1582  DESIGNATION -  K 10
 HY1582  PID         -  HY1582
 HY1582  STATE/COUNTY-  KY/CARTER
 HY1582  USGS QUAD   -  OLIVE HILL (1975)
 HY1582
 HY1582                         *CURRENT SURVEY CONTROL
 HY1582  ___________________________________________________________________
 HY1582* NAD 83(1986)-  38 17 50.     (N)    083 10 46.     (W)     SCALED    
 HY1582* NAVD 88     -       232.339  (meters)     762.27   (feet)  ADJUSTED  
 HY1582  ___________________________________________________________________
 HY1582  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1582  DYNAMIC HT  -         232.181 (meters)     761.75  (feet)  COMP
 HY1582  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 HY1582
 HY1582  VERT ORDER  -  FIRST     CLASS I
 HY1582
 HY1582.The horizontal coordinates were scaled from a topographic map and have
 HY1582.an estimated accuracy of +/- 6 seconds.
 HY1582
 HY1582.The orthometric height was determined by differential leveling
 HY1582.and adjusted by the National Geodetic Survey in June 1991..
 HY1582.WARNING-Repeat measurements at this control monument indicate possible
 HY1582.vertical movement.
 HY1582
 HY1582.The geoid height was determined by GEOID03.
 HY1582
 HY1582.The dynamic height is computed by dividing the NAVD 88
 HY1582.geopotential number by the normal gravity value computed on the
 HY1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1582.degrees latitude (g = 980.6199 gals.).
 HY1582
 HY1582.The modeled gravity was interpolated from observed gravity values.
 HY1582
 HY1582;                    North         East    Units  Estimated Accuracy
 HY1582;SPC KY1Z     - 1,221,060.    1,724,820.      MT  (+/- 180 meters Scaled)
 HY1582
 HY1582                          SUPERSEDED SURVEY CONTROL
 HY1582
 HY1582  NGVD 29 (??/??/92)  232.515  (m)          762.84   (f) ADJ UNCH    1 1
 HY1582
 HY1582.Superseded values are not recommended for survey control.
 HY1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1582.See file dsdata.txt to determine how the superseded data were derived.
 HY1582
 HY1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC094410(NAD 83)
 HY1582_MARKER: DB = BENCH MARK DISK
 HY1582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1582_SP_SET: ABUTMENT
 HY1582_STAMPING: 762.735 K 10 1928
 HY1582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1582
 HY1582  HISTORY     - Date     Condition        Report By
 HY1582  HISTORY     - 1928     MONUMENTED       CGS
 HY1582  HISTORY     - 1967     GOOD             NGS
 HY1582
 HY1582                          STATION DESCRIPTION
 HY1582
 HY1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1582'AT OLIVE HILL.
 HY1582'AT OLIVE HILL, ABOUT 0.3 MILE SOUTHWEST ALONG THE CHESAPEAKE
 HY1582'AND OHIO RAILWAY FROM THE STATION, ABOUT 0.2 MILE NORTHEAST OF
 HY1582'MILEPOST 560, SET ON THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 HY1582'ABUTMENT OF A BRIDGE OVER HENDERSON BRANCH, 5.6 FEET NORTHWEST OF
 HY1582'THE NORTHWEST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 HY1582'NOTE-- THERE ARE SOME CRACKS IN THE ABUTMENT BUT MARK APPEARS
 HY1582'TO BE OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1796 ***********************************************************************
 GY1796  DESIGNATION -  K 11
 GY1796  PID         -  GY1796
 GY1796  STATE/COUNTY-  KY/MORGAN
 GY1796  USGS QUAD   -  CANNEL CITY (1993)
 GY1796
 GY1796                         *CURRENT SURVEY CONTROL
 GY1796  ___________________________________________________________________
 GY1796* NAD 83(1986)-  37 51 07.     (N)    083 15 34.     (W)     SCALED    
 GY1796* NAVD 88     -       247.791  (meters)     812.96   (feet)  ADJUSTED  
 GY1796  ___________________________________________________________________
 GY1796  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GY1796  DYNAMIC HT  -         247.609 (meters)     812.36  (feet)  COMP
 GY1796  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 GY1796
 GY1796  VERT ORDER  -  FIRST     CLASS I
 GY1796
 GY1796.The horizontal coordinates were scaled from a topographic map and have
 GY1796.an estimated accuracy of +/- 6 seconds.
 GY1796
 GY1796.The orthometric height was determined by differential leveling
 GY1796.and adjusted by the National Geodetic Survey in June 1991..
 GY1796.WARNING-Repeat measurements at this control monument indicate possible
 GY1796.vertical movement.
 GY1796
 GY1796.The geoid height was determined by GEOID03.
 GY1796
 GY1796.The dynamic height is computed by dividing the NAVD 88
 GY1796.geopotential number by the normal gravity value computed on the
 GY1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1796.degrees latitude (g = 980.6199 gals.).
 GY1796
 GY1796.The modeled gravity was interpolated from observed gravity values.
 GY1796
 GY1796;                    North         East    Units  Estimated Accuracy
 GY1796;SPC KY1Z     - 1,171,460.    1,719,140.      MT  (+/- 180 meters Scaled)
 GY1796
 GY1796                          SUPERSEDED SURVEY CONTROL
 GY1796
 GY1796  NGVD 29 (??/??/92)  247.949  (m)          813.48   (f) ADJ UNCH    1 1
 GY1796
 GY1796.Superseded values are not recommended for survey control.
 GY1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1796.See file dsdata.txt to determine how the superseded data were derived.
 GY1796
 GY1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB012917(NAD 83)
 GY1796_MARKER: DB = BENCH MARK DISK
 GY1796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1796_SP_SET: CULVERT
 GY1796_STAMPING: 813.637 K 11 1928
 GY1796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1796+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GY1796
 GY1796  HISTORY     - Date     Condition        Report By
 GY1796  HISTORY     - 1928     MONUMENTED       CGS
 GY1796  HISTORY     - 1967     GOOD             NGS
 GY1796  HISTORY     - 19990316 GOOD             KYDT
 GY1796
 GY1796                          STATION DESCRIPTION
 GY1796
 GY1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1796'4.3 MI SE FROM INDEX.
 GY1796'ABOUT 4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 191 FROM THE JUNCTION
 GY1796'OF U.S. HIGHWAY 460 AT INDEX, ABOUT 0.3 MILE NORTH OF A 75 FOOT
 GY1796'CONCRETE BRIDGE OVER CANEY CREEK, AT THE INSIDE OF A CURVE, SET
 GY1796'ON THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD
 GY1796'WALL OF A 10-FOOT BOX CULVERT UNDER THE HIGHWAY, 13 FEET SOUTHEAST
 GY1796'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 GY1796
 GY1796                          STATION RECOVERY (1999)
 GY1796
 GY1796'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0527 ***********************************************************************
 GD0527  DESIGNATION -  K 118
 GD0527  PID         -  GD0527
 GD0527  STATE/COUNTY-  KY/FULTON
 GD0527  USGS QUAD   -  HICKMAN (1983)
 GD0527
 GD0527                         *CURRENT SURVEY CONTROL
 GD0527  ___________________________________________________________________
 GD0527* NAD 83(1986)-  36 33 05.     (N)    089 14 04.     (W)     SCALED    
 GD0527* NAVD 88     -        90.531  (meters)     297.02   (feet)  ADJUSTED  
 GD0527  ___________________________________________________________________
 GD0527  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0527  DYNAMIC HT  -          90.460 (meters)     296.78  (feet)  COMP
 GD0527  MODELED GRAV-     979,840.8   (mgal)                       NAVD 88
 GD0527
 GD0527  VERT ORDER  -  FIRST     CLASS I
 GD0527
 GD0527.The horizontal coordinates were scaled from a topographic map and have
 GD0527.an estimated accuracy of +/- 6 seconds.
 GD0527
 GD0527.The orthometric height was determined by differential leveling
 GD0527.and adjusted by the National Geodetic Survey in June 1991..
 GD0527
 GD0527.The geoid height was determined by GEOID03.
 GD0527
 GD0527.The dynamic height is computed by dividing the NAVD 88
 GD0527.geopotential number by the normal gravity value computed on the
 GD0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0527.degrees latitude (g = 980.6199 gals.).
 GD0527
 GD0527.The modeled gravity was interpolated from observed gravity values.
 GD0527
 GD0527;                    North         East    Units  Estimated Accuracy
 GD0527;SPC KY1Z     - 1,030,030.    1,188,050.      MT  (+/- 180 meters Scaled)
 GD0527
 GD0527                          SUPERSEDED SURVEY CONTROL
 GD0527
 GD0527  NGVD 29 (??/??/??)   90.462  (m)          296.79   (f) ADJUSTED    1 1
 GD0527
 GD0527.Superseded values are not recommended for survey control.
 GD0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0527.See file dsdata.txt to determine how the superseded data were derived.
 GD0527
 GD0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF000474(NAD 83)
 GD0527_MARKER: DB = BENCH MARK DISK
 GD0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0527_SP_SET: CULVERT
 GD0527_STAMPING: K 118 1938
 GD0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0527+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2002
 GD0527
 GD0527  HISTORY     - Date     Condition        Report By
 GD0527  HISTORY     - 1938     MONUMENTED       CGS
 GD0527  HISTORY     - 1974     GOOD             NGS
 GD0527  HISTORY     - 20020810 GOOD             USACE
 GD0527
 GD0527                          STATION DESCRIPTION
 GD0527
 GD0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0527'2.8 MI SW FROM HICKMAN.
 GD0527'ABOUT 2.80 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE POST
 GD0527'OFFICE AT HICKMAN, SET IN THE TOP CENTER OF THE SOUTHEAST
 GD0527'CONCRETE HEADWALL OF A 30-INCH PIPE CULVERT UNDER HIGHWAY, 12.1
 GD0527'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 GD0527'WITH THE HIGHWAY.
 GD0527
 GD0527                          STATION RECOVERY (2002)
 GD0527
 GD0527'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0339 ***********************************************************************
 HA0339  DESIGNATION -  K 120
 HA0339  PID         -  HA0339
 HA0339  STATE/COUNTY-  KY/WARREN
 HA0339  USGS QUAD   -  HADLEY (1973)
 HA0339
 HA0339                         *CURRENT SURVEY CONTROL
 HA0339  ___________________________________________________________________
 HA0339* NAD 83(1986)-  37 00 25.     (N)    086 32 54.     (W)     SCALED    
 HA0339* NAVD 88     -       147.673  (meters)     484.49   (feet)  ADJUSTED  
 HA0339  ___________________________________________________________________
 HA0339  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HA0339  DYNAMIC HT  -         147.559 (meters)     484.12  (feet)  COMP
 HA0339  MODELED GRAV-     979,851.8   (mgal)                       NAVD 88
 HA0339
 HA0339  VERT ORDER  -  SECOND    CLASS 0
 HA0339
 HA0339.The horizontal coordinates were scaled from a topographic map and have
 HA0339.an estimated accuracy of +/- 6 seconds.
 HA0339
 HA0339.The orthometric height was determined by differential leveling
 HA0339.and adjusted by the National Geodetic Survey in June 1991..
 HA0339
 HA0339.The geoid height was determined by GEOID03.
 HA0339
 HA0339.The dynamic height is computed by dividing the NAVD 88
 HA0339.geopotential number by the normal gravity value computed on the
 HA0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0339.degrees latitude (g = 980.6199 gals.).
 HA0339
 HA0339.The modeled gravity was interpolated from observed gravity values.
 HA0339
 HA0339;                    North         East    Units  Estimated Accuracy
 HA0339;SPC KY1Z     - 1,075,070.    1,428,950.      MT  (+/- 180 meters Scaled)
 HA0339
 HA0339                          SUPERSEDED SURVEY CONTROL
 HA0339
 HA0339  NGVD 29 (??/??/92)  147.802  (m)          484.91   (f) ADJ UNCH    2 0
 HA0339
 HA0339.Superseded values are not recommended for survey control.
 HA0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0339.See file dsdata.txt to determine how the superseded data were derived.
 HA0339
 HA0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF401957(NAD 83)
 HA0339_MARKER: DB = BENCH MARK DISK
 HA0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0339_SP_SET: CULVERT
 HA0339_STAMPING: K 120 1940
 HA0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0339
 HA0339  HISTORY     - Date     Condition        Report By
 HA0339  HISTORY     - 1940     MONUMENTED       CGS
 HA0339
 HA0339                          STATION DESCRIPTION
 HA0339
 HA0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HA0339'6 MI SE FROM HADLEY.
 HA0339'6.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 231 FROM THE POST OFFICE
 HA0339'AT HADLEY, WARREN COUNTY, AT A CURVE TO THE NORTHWEST, AT A
 HA0339'CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE NORTH
 HA0339'HEADWALL, 11.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 HA0339'1.6 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 HA0339'STAMPED K 120 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1188 ***********************************************************************
 GC1188  DESIGNATION -  K 121 RESET 1974
 GC1188  PID         -  GC1188
 GC1188  STATE/COUNTY-  KY/TODD
 GC1188  USGS QUAD   -  OLMSTEAD (1985)
 GC1188
 GC1188                         *CURRENT SURVEY CONTROL
 GC1188  ___________________________________________________________________
 GC1188* NAD 83(1986)-  36 48 05.     (N)    087 05 41.     (W)     SCALED    
 GC1188* NAVD 88     -       198.01   (+/-2cm)     649.6    (feet)  VERTCON   
 GC1188  ___________________________________________________________________
 GC1188  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GC1188
 GC1188  VERT ORDER  -  THIRD (See Below)
 GC1188
 GC1188.The horizontal coordinates were scaled from a topographic map and have
 GC1188.an estimated accuracy of +/- 6 seconds.
 GC1188
 GC1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC1188.The vertical order pertains to the NGVD 29 superseded value.
 GC1188
 GC1188.The geoid height was determined by GEOID03.
 GC1188
 GC1188;                    North         East    Units  Estimated Accuracy
 GC1188;SPC KY1Z     - 1,052,810.    1,379,990.      MT  (+/- 180 meters Scaled)
 GC1188
 GC1188                          SUPERSEDED SURVEY CONTROL
 GC1188
 GC1188  NGVD 29 (??/??/??)  198.07   (m)          649.8    (f) RESET       3  
 GC1188
 GC1188.Superseded values are not recommended for survey control.
 GC1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1188.See file dsdata.txt to determine how the superseded data were derived.
 GC1188
 GC1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF915728(NAD 83)
 GC1188_MARKER: DB = BENCH MARK DISK
 GC1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1188_STAMPING: K 121 RESET 1974
 GC1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1188+STABILITY: SURFACE MOTION
 GC1188
 GC1188  HISTORY     - Date     Condition        Report By
 GC1188  HISTORY     - 1974     MONUMENTED       NGS
 GC1188
 GC1188                          STATION DESCRIPTION
 GC1188
 GC1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GC1188'3.4 MI E FROM ELKTON.
 GC1188'3.35 MILES EAST ALONG U.S. HIGHWAY 68 FROM THE TODD COUNTY
 GC1188'COURTHOUSE AT ELKTON, 35 FEET NORTH OF THE CENTERLINE OF THE
 GC1188'HIGHWAY, 26 FEET EAST OF THE CENTERLINE OF AN OILED ROAD NORTH,
 GC1188'1 FOOT SOUTHWEST OF A METAL WITNESS POST, 1 FOOT WEST OF A 5 FOOT
 GC1188'TALL 6 X 6 INCH CONCRETE POST, AND SET IN THE TOP OF A ROUND
 GC1188'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1531 ***********************************************************************
 HY1531  DESIGNATION -  K 123
 HY1531  PID         -  HY1531
 HY1531  STATE/COUNTY-  KY/CARTER
 HY1531  USGS QUAD   -  BRUIN (1978)
 HY1531
 HY1531                         *CURRENT SURVEY CONTROL
 HY1531  ___________________________________________________________________
 HY1531* NAD 83(1986)-  38 12 41.     (N)    083 00 34.     (W)     SCALED    
 HY1531* NAVD 88     -       204.167  (meters)     669.84   (feet)  ADJUSTED  
 HY1531  ___________________________________________________________________
 HY1531  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HY1531  DYNAMIC HT  -         204.026 (meters)     669.38  (feet)  COMP
 HY1531  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 HY1531
 HY1531  VERT ORDER  -  SECOND    CLASS 0
 HY1531
 HY1531.The horizontal coordinates were scaled from a topographic map and have
 HY1531.an estimated accuracy of +/- 6 seconds.
 HY1531
 HY1531.The orthometric height was determined by differential leveling
 HY1531.and adjusted by the National Geodetic Survey in June 1991..
 HY1531
 HY1531.The geoid height was determined by GEOID03.
 HY1531
 HY1531.The dynamic height is computed by dividing the NAVD 88
 HY1531.geopotential number by the normal gravity value computed on the
 HY1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1531.degrees latitude (g = 980.6199 gals.).
 HY1531
 HY1531.The modeled gravity was interpolated from observed gravity values.
 HY1531
 HY1531;                    North         East    Units  Estimated Accuracy
 HY1531;SPC KY1Z     - 1,211,960.    1,739,960.      MT  (+/- 180 meters Scaled)
 HY1531
 HY1531                          SUPERSEDED SURVEY CONTROL
 HY1531
 HY1531  NGVD 29 (??/??/92)  204.351  (m)          670.44   (f) ADJ UNCH    2 0
 HY1531
 HY1531.Superseded values are not recommended for survey control.
 HY1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1531.See file dsdata.txt to determine how the superseded data were derived.
 HY1531
 HY1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC240311(NAD 83)
 HY1531_MARKER: DB = BENCH MARK DISK
 HY1531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1531_SP_SET: CULVERT
 HY1531_STAMPING: K 123 1940 670.442
 HY1531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1531
 HY1531  HISTORY     - Date     Condition        Report By
 HY1531  HISTORY     - 1940     MONUMENTED       CGS
 HY1531  HISTORY     - 1955     GOOD             NGS
 HY1531
 HY1531                          STATION DESCRIPTION
 HY1531
 HY1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1531'2 MI NE FROM BRUIN.
 HY1531'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 HY1531'AT BRUIN, 0.05 MILE SOUTH OF A SIDE ROAD WEST ACROSS A STEEL
 HY1531'BRIDGE OVER LITTLE SANDY RIVER, MIDWAY BETWEEN TWO HIGHWAY
 HY1531'CURVE SIGNS, AT AN L-SHAPED CONCRETE CULVERT, IN THE TOP OF
 HY1531'THE NORTH PART OF THE L, 16.5 FEET EAST OF THE CENTER LINE OF
 HY1531'HIGHWAY AND ABOUT 1 FOOT BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0489 ***********************************************************************
 GD0489  DESIGNATION -  K 124
 GD0489  PID         -  GD0489
 GD0489  STATE/COUNTY-  KY/HICKMAN
 GD0489  USGS QUAD   -  OAKTON (1982)
 GD0489
 GD0489                         *CURRENT SURVEY CONTROL
 GD0489  ___________________________________________________________________
 GD0489* NAD 83(1986)-  36 44 36.     (N)    089 06 04.     (W)     SCALED    
 GD0489* NAVD 88     -       111.068  (meters)     364.40   (feet)  ADJUSTED  
 GD0489  ___________________________________________________________________
 GD0489  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GD0489  DYNAMIC HT  -         110.983 (meters)     364.12  (feet)  COMP
 GD0489  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 GD0489
 GD0489  VERT ORDER  -  FIRST     CLASS II
 GD0489
 GD0489.The horizontal coordinates were scaled from a topographic map and have
 GD0489.an estimated accuracy of +/- 6 seconds.
 GD0489
 GD0489.The orthometric height was determined by differential leveling
 GD0489.and adjusted by the National Geodetic Survey in June 1991..
 GD0489.WARNING-Repeat measurements at this control monument indicate possible
 GD0489.vertical movement.
 GD0489
 GD0489.The geoid height was determined by GEOID03.
 GD0489
 GD0489.The dynamic height is computed by dividing the NAVD 88
 GD0489.geopotential number by the normal gravity value computed on the
 GD0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0489.degrees latitude (g = 980.6199 gals.).
 GD0489
 GD0489.The modeled gravity was interpolated from observed gravity values.
 GD0489
 GD0489;                    North         East    Units  Estimated Accuracy
 GD0489;SPC KY1Z     - 1,050,880.    1,200,750.      MT  (+/- 180 meters Scaled)
 GD0489
 GD0489                          SUPERSEDED SURVEY CONTROL
 GD0489
 GD0489  NGVD 29 (??/??/??)  110.967  (m)          364.06   (f) ADJUSTED    1 2
 GD0489
 GD0489.Superseded values are not recommended for survey control.
 GD0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0489.See file dsdata.txt to determine how the superseded data were derived.
 GD0489
 GD0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF124684(NAD 83)
 GD0489_MARKER: DB = BENCH MARK DISK
 GD0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0489_SP_SET: CULVERT
 GD0489_STAMPING: K 124 1943
 GD0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0489+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 GD0489
 GD0489  HISTORY     - Date     Condition        Report By
 GD0489  HISTORY     - 1943     MONUMENTED       CGS
 GD0489  HISTORY     - 1957     GOOD             CGS
 GD0489  HISTORY     - 20020814 GOOD             USACE
 GD0489
 GD0489                          STATION DESCRIPTION
 GD0489
 GD0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0489'1.1 MI SE FROM COLUMBUS.
 GD0489'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 123 FROM THE SCHOOL
 GD0489'AT COLUMBUS, ABOUT 60 FEET SOUTH OF A ROAD INTERSECTION, IN THE
 GD0489'TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A CONCRETE
 GD0489'BOX CULVERT, 18 1/2 FEET WEST OF CENTER LINE OF HIGHWAY AND ABOUT
 GD0489'1/2 FOOT BELOW LEVEL OF HIGHWAY.
 GD0489
 GD0489                          STATION RECOVERY (2002)
 GD0489
 GD0489'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0287 ***********************************************************************
 HA0287  DESIGNATION -  K 126
 HA0287  PID         -  HA0287
 HA0287  STATE/COUNTY-  KY/LOGAN
 HA0287  USGS QUAD   -  DUNMOR (1953)
 HA0287
 HA0287                         *CURRENT SURVEY CONTROL
 HA0287  ___________________________________________________________________
 HA0287* NAD 83(1986)-  37 01 29.     (N)    086 58 07.     (W)     SCALED    
 HA0287* NAVD 88     -       133.105  (meters)     436.70   (feet)  ADJUSTED  
 HA0287  ___________________________________________________________________
 HA0287  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 HA0287  DYNAMIC HT  -         133.004 (meters)     436.36  (feet)  COMP
 HA0287  MODELED GRAV-     979,870.6   (mgal)                       NAVD 88
 HA0287
 HA0287  VERT ORDER  -  SECOND    CLASS 0
 HA0287
 HA0287.The horizontal coordinates were scaled from a topographic map and have
 HA0287.an estimated accuracy of +/- 6 seconds.
 HA0287
 HA0287.The orthometric height was determined by differential leveling
 HA0287.and adjusted by the National Geodetic Survey in June 1991..
 HA0287
 HA0287.The geoid height was determined by GEOID03.
 HA0287
 HA0287.The dynamic height is computed by dividing the NAVD 88
 HA0287.geopotential number by the normal gravity value computed on the
 HA0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0287.degrees latitude (g = 980.6199 gals.).
 HA0287
 HA0287.The modeled gravity was interpolated from observed gravity values.
 HA0287
 HA0287;                    North         East    Units  Estimated Accuracy
 HA0287;SPC KY1Z     - 1,077,440.    1,391,570.      MT  (+/- 180 meters Scaled)
 HA0287
 HA0287                          SUPERSEDED SURVEY CONTROL
 HA0287
 HA0287  NGVD 29 (??/??/92)  133.229  (m)          437.10   (f) ADJ UNCH    2 0
 HA0287
 HA0287.Superseded values are not recommended for survey control.
 HA0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0287.See file dsdata.txt to determine how the superseded data were derived.
 HA0287
 HA0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF027976(NAD 83)
 HA0287_MARKER: DB = BENCH MARK DISK
 HA0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0287_SP_SET: CULVERT
 HA0287_STAMPING: K 126 1943
 HA0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0287
 HA0287  HISTORY     - Date     Condition        Report By
 HA0287  HISTORY     - 1943     MONUMENTED       CGS
 HA0287
 HA0287                          STATION DESCRIPTION
 HA0287
 HA0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HA0287'0.8 MI SE FROM DIAMOND SPRINGS.
 HA0287'0.8 MILE SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HA0287'THE RAILROAD SIDING AT DIAMOND SPRINGS, LOGAN COUNTY, 3.1 MILES
 HA0287'NORTHWEST OF THE STATION AT LEWISBURG, AT A 3- BY 3-FOOT CONCRETE-BOX
 HA0287'CULVERT UNDER STATE HIGHWAY 75, IN THE TOP OF THE NORTHWEST END
 HA0287'OF THE NORTHEAST HEADWALL, 20.7 FEET NORTHEAST OF THE CENTERLINE
 HA0287'OF THE HIGHWAY, 28 FEET NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD,
 HA0287'93.5 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, ABOUT 3 FEET
 HA0287'HIGHER THAN THE TRACK, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 HA0287'A STANDARD DISK, STAMPED K 126 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0203 ***********************************************************************
 HA0203  DESIGNATION -  K 127
 HA0203  PID         -  HA0203
 HA0203  STATE/COUNTY-  KY/EDMONSON
 HA0203  USGS QUAD   -  BROWNSVILLE (1965)
 HA0203
 HA0203                         *CURRENT SURVEY CONTROL
 HA0203  ___________________________________________________________________
 HA0203* NAD 83(1986)-  37 14 32.     (N)    086 17 07.     (W)     SCALED    
 HA0203* NAVD 88     -       227.737  (meters)     747.17   (feet)  ADJUSTED  
 HA0203  ___________________________________________________________________
 HA0203  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HA0203  DYNAMIC HT  -         227.565 (meters)     746.60  (feet)  COMP
 HA0203  MODELED GRAV-     979,867.2   (mgal)                       NAVD 88
 HA0203
 HA0203  VERT ORDER  -  SECOND    CLASS 0
 HA0203
 HA0203.The horizontal coordinates were scaled from a topographic map and have
 HA0203.an estimated accuracy of +/- 6 seconds.
 HA0203
 HA0203.The orthometric height was determined by differential leveling
 HA0203.and adjusted by the National Geodetic Survey in June 1991..
 HA0203
 HA0203.The geoid height was determined by GEOID03.
 HA0203
 HA0203.The dynamic height is computed by dividing the NAVD 88
 HA0203.geopotential number by the normal gravity value computed on the
 HA0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0203.degrees latitude (g = 980.6199 gals.).
 HA0203
 HA0203.The modeled gravity was interpolated from observed gravity values.
 HA0203
 HA0203;                    North         East    Units  Estimated Accuracy
 HA0203;SPC KY1Z     - 1,101,010.    1,452,510.      MT  (+/- 180 meters Scaled)
 HA0203
 HA0203                          SUPERSEDED SURVEY CONTROL
 HA0203
 HA0203  NGVD 29 (??/??/92)  227.854  (m)          747.55   (f) ADJ UNCH    2 0
 HA0203
 HA0203.Superseded values are not recommended for survey control.
 HA0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0203.See file dsdata.txt to determine how the superseded data were derived.
 HA0203
 HA0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG633219(NAD 83)
 HA0203_MARKER: DB = BENCH MARK DISK
 HA0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0203_SP_SET: CULVERT
 HA0203_STAMPING: K 127 1943
 HA0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0203
 HA0203  HISTORY     - Date     Condition        Report By
 HA0203  HISTORY     - 1943     MONUMENTED       CGS
 HA0203
 HA0203                          STATION DESCRIPTION
 HA0203
 HA0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HA0203'0.7 MI NE FROM LINDSEYVILLE.
 HA0203'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 65 FROM THE BAPTIST
 HA0203'CHURCH AT LINDSEYVILLE, EDMONSON COUNTY, 1.0 MILE SOUTHWEST
 HA0203'OF THE PUBLIC SCHOOL AT SWEEDEN, ON THE NORTHEAST SLOPE OF A LONG
 HA0203'HILL, 0.15 MILE SOUTHWEST OF THE JUNCTION OF A STONE ROAD
 HA0203'LEADING SOUTHEAST, AT A 2-FOOT CONCRETE-PIPE CULVERT UNDER THE
 HA0203'HIGHWAY, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL,
 HA0203'18.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 HA0203'1-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 HA0203'K 127 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0110 ***********************************************************************
 GD0110  DESIGNATION -  K 128
 GD0110  PID         -  GD0110
 GD0110  STATE/COUNTY-  KY/CALLOWAY
 GD0110  USGS QUAD   -  HICO (1981)
 GD0110
 GD0110                         *CURRENT SURVEY CONTROL
 GD0110  ___________________________________________________________________
 GD0110* NAD 83(1986)-  36 37 33.     (N)    088 11 47.     (W)     SCALED    
 GD0110* NAVD 88     -       140.912  (meters)     462.31   (feet)  ADJUSTED  
 GD0110  ___________________________________________________________________
 GD0110  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GD0110  DYNAMIC HT  -         140.799 (meters)     461.94  (feet)  COMP
 GD0110  MODELED GRAV-     979,822.1   (mgal)                       NAVD 88
 GD0110
 GD0110  VERT ORDER  -  FIRST     CLASS II
 GD0110
 GD0110.The horizontal coordinates were scaled from a topographic map and have
 GD0110.an estimated accuracy of +/- 6 seconds.
 GD0110
 GD0110.The orthometric height was determined by differential leveling
 GD0110.and adjusted by the National Geodetic Survey in June 1991..
 GD0110
 GD0110.The geoid height was determined by GEOID03.
 GD0110
 GD0110.The dynamic height is computed by dividing the NAVD 88
 GD0110.geopotential number by the normal gravity value computed on the
 GD0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0110.degrees latitude (g = 980.6199 gals.).
 GD0110
 GD0110.The modeled gravity was interpolated from observed gravity values.
 GD0110
 GD0110;                    North         East    Units  Estimated Accuracy
 GD0110;SPC KY1Z     - 1,035,330.    1,281,180.      MT  (+/- 180 meters Scaled)
 GD0110
 GD0110                          SUPERSEDED SURVEY CONTROL
 GD0110
 GD0110  NGVD 29 (??/??/??)  140.962  (m)          462.47   (f) ADJUSTED    1 2
 GD0110
 GD0110.Superseded values are not recommended for survey control.
 GD0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0110.See file dsdata.txt to determine how the superseded data were derived.
 GD0110
 GD0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF930540(NAD 83)
 GD0110_MARKER: DB = BENCH MARK DISK
 GD0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0110_STAMPING: K 128 1946
 GD0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0110+STABILITY: SURFACE MOTION
 GD0110
 GD0110  HISTORY     - Date     Condition        Report By
 GD0110  HISTORY     - 1946     MONUMENTED       CGS
 GD0110  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0110
 GD0110                          STATION DESCRIPTION
 GD0110
 GD0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0110'0.4 MI NW FROM POTTERTOWN.
 GD0110'ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 280 FROM THE SCHOOL
 GD0110'AT POTTERTOWN, THENCE ABOUT 0.1 MILE NORTHWEST ALONG A GRAVEL
 GD0110'ROAD LEADING TO STATE HIGHWAY 94, ABOUT 100 YARDS NORTHWEST OF
 GD0110'THE JUNCTION WITH STATE HIGHWAY 280, ABOUT 75 YARDS SOUTHEAST
 GD0110'OF THE J.D. WICKER RESIDENCE, AT THE JUNCTION OF A GRAVEL ROAD
 GD0110'LEADING NORTHEAST, 90 FEET NORTH ACROSS THE NORTHWEST-AND-SOUTHEAST
 GD0110'ROAD FROM THE NORTH CORNER OF A TOBACCO BARN, 45 FEET NORTHEAST
 GD0110'OF THE CENTER LINE OF THE NORTHWEST-AND-SOUTHEAST ROAD, 41 FEET
 GD0110'SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING NORTHEAST, 10
 GD0110'FEET WEST OF A 12-INCH BLAZED OAK TREE, ABOUT 1/2 FOOT HIGHER
 GD0110'THAN THE ROAD JUNCTION, AND IN THE TOP OF A CONCRETE POST
 GD0110'PROJECTING ABOUT 4 INCHES.  NOTE-- ROAD HAS BEEN WIDENED AND
 GD0110'GRADE WORK DONE.
 GD0110
 GD0110                          STATION RECOVERY (1971)
 GD0110
 GD0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1874 ***********************************************************************
 GZ1874  DESIGNATION -  K 13
 GZ1874  PID         -  GZ1874
 GZ1874  STATE/COUNTY-  KY/METCALFE
 GZ1874  USGS QUAD   -  EAST FORK (1973)
 GZ1874
 GZ1874                         *CURRENT SURVEY CONTROL
 GZ1874  ___________________________________________________________________
 GZ1874* NAD 83(1986)-  37 00 29.     (N)    085 33 17.     (W)     SCALED    
 GZ1874* NAVD 88     -       269.499  (meters)     884.18   (feet)  ADJUSTED  
 GZ1874  ___________________________________________________________________
 GZ1874  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GZ1874  DYNAMIC HT  -         269.284 (meters)     883.48  (feet)  COMP
 GZ1874  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 GZ1874
 GZ1874  VERT ORDER  -  FIRST     CLASS I
 GZ1874
 GZ1874.The horizontal coordinates were scaled from a topographic map and have
 GZ1874.an estimated accuracy of +/- 6 seconds.
 GZ1874
 GZ1874.The orthometric height was determined by differential leveling
 GZ1874.and adjusted by the National Geodetic Survey in June 1991..
 GZ1874
 GZ1874.The geoid height was determined by GEOID03.
 GZ1874
 GZ1874.The dynamic height is computed by dividing the NAVD 88
 GZ1874.geopotential number by the normal gravity value computed on the
 GZ1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1874.degrees latitude (g = 980.6199 gals.).
 GZ1874
 GZ1874.The modeled gravity was interpolated from observed gravity values.
 GZ1874
 GZ1874;                    North         East    Units  Estimated Accuracy
 GZ1874;SPC KY1Z     - 1,074,900.    1,517,380.      MT  (+/- 180 meters Scaled)
 GZ1874
 GZ1874                          SUPERSEDED SURVEY CONTROL
 GZ1874
 GZ1874  NGVD 29 (??/??/92)  269.650  (m)          884.68   (f) ADJ UNCH    1 1
 GZ1874
 GZ1874.Superseded values are not recommended for survey control.
 GZ1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1874.See file dsdata.txt to determine how the superseded data were derived.
 GZ1874
 GZ1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF285967(NAD 83)
 GZ1874_MARKER: DB = BENCH MARK DISK
 GZ1874_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1874_SP_SET: ROCK OUTCROP
 GZ1874_STAMPING: K 13 1928 884.677
 GZ1874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1874+STABILITY: POSITION/ELEVATION WELL
 GZ1874
 GZ1874  HISTORY     - Date     Condition        Report By
 GZ1874  HISTORY     - 1928     MONUMENTED       CGS
 GZ1874  HISTORY     - 1968     GOOD             NGS
 GZ1874
 GZ1874                          STATION DESCRIPTION
 GZ1874
 GZ1874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1874'4.2 MI NE FROM EDMONTON.
 GZ1874'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GZ1874'FROM THE METCALFE COUNTY COURTHOUSE AT EDMONTON, THENCE 3.7 MILES
 GZ1874'NORTHEAST ALONG STATE HIGHWAY 80, THENCE 0.1 MILE NORTHEAST ALONG
 GZ1874'A TRAIL ROAD, SET IN THE TOP AND 0.8 FOOT SOUTHEAST OF THE
 GZ1874'NORTHWEST EDGE OF A LEDGE ON A ROCK OUTCROP, 15 FEET SOUTHEAST
 GZ1874'OF THE CENTERLINE OF THE TRAIL ROAD, 10 FEET NORTHWEST OF AN
 GZ1874'18-INCH OAK TREE WHICH BEARS A TRIANGULAR SHAPED BLAZE ON THE
 GZ1874'NORTH SIDE, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 GZ1874'4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1760 ***********************************************************************
 GC1760  DESIGNATION -  K 131
 GC1760  PID         -  GC1760
 GC1760  STATE/COUNTY-  KY/TRIGG
 GC1760  USGS QUAD   -  COBB (1983)
 GC1760
 GC1760                         *CURRENT SURVEY CONTROL
 GC1760  ___________________________________________________________________
 GC1760* NAD 83(1986)-  36 52 38.     (N)    087 45 28.     (W)     SCALED    
 GC1760* NAVD 88     -       155.595  (meters)     510.48   (feet)  ADJUSTED  
 GC1760  ___________________________________________________________________
 GC1760  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC1760  DYNAMIC HT  -         155.475 (meters)     510.09  (feet)  COMP
 GC1760  MODELED GRAV-     979,854.6   (mgal)                       NAVD 88
 GC1760
 GC1760  VERT ORDER  -  FIRST     CLASS II
 GC1760
 GC1760.The horizontal coordinates were scaled from a topographic map and have
 GC1760.an estimated accuracy of +/- 6 seconds.
 GC1760
 GC1760.The orthometric height was determined by differential leveling
 GC1760.and adjusted by the National Geodetic Survey in June 1991..
 GC1760
 GC1760.The geoid height was determined by GEOID03.
 GC1760
 GC1760.The dynamic height is computed by dividing the NAVD 88
 GC1760.geopotential number by the normal gravity value computed on the
 GC1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1760.degrees latitude (g = 980.6199 gals.).
 GC1760
 GC1760.The modeled gravity was interpolated from observed gravity values.
 GC1760
 GC1760;                    North         East    Units  Estimated Accuracy
 GC1760;SPC KY1Z     - 1,062,290.    1,321,000.      MT  (+/- 180 meters Scaled)
 GC1760
 GC1760                          SUPERSEDED SURVEY CONTROL
 GC1760
 GC1760  NGVD 29 (??/??/92)  155.665  (m)          510.71   (f) ADJ UNCH    1 2
 GC1760
 GC1760.Superseded values are not recommended for survey control.
 GC1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1760.See file dsdata.txt to determine how the superseded data were derived.
 GC1760
 GC1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF324815(NAD 83)
 GC1760_MARKER: DB = BENCH MARK DISK
 GC1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1760_STAMPING: K 131 1948
 GC1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1760+STABILITY: SURFACE MOTION
 GC1760
 GC1760  HISTORY     - Date     Condition        Report By
 GC1760  HISTORY     - 1948     MONUMENTED       CGS
 GC1760
 GC1760                          STATION DESCRIPTION
 GC1760
 GC1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1760'5 MI E FROM CADIZ.
 GC1760'ABOUT 4.65 MILES EAST ALONG U.S. HIGHWAY 68 FROM THE COURT HOUSE
 GC1760'AT CADIZ THENCE 0.3 MILE NORTH ALONG A PRIVATE DIRT ROAD LEADING
 GC1760'PAST THE HOME OF HENRY HALL TO ITS CROSSING WITH THE CADIZ
 GC1760'RAILROAD, ABOUT 5.65 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE
 GC1760'POST OFFICE AT GRACEY THENCE NORTH OVER PREVIOUSLY MENTIONED
 GC1760'DIRT ROAD, IN THE NORTHEAST ANGLE OF THE ROAD CROSSING, 113 FEET
 GC1760'NORTH AND ACROSS THE TRACK FROM THE NORTHWEST CORNER OF AN OLD
 GC1760'BARN, 30 FEET NORTH OF AND ABOUT LEVEL WITH THE NORTH RAIL OF THE
 GC1760'MAIN TRACK, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET
 GC1760'WEST OF A FENCE CORNER, IN LINE WITH AN EAST-WEST FENCE
 GC1760'ROW, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST AND IN THE
 GC1760'TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0616 ***********************************************************************
 GD0616  DESIGNATION -  K 132
 GD0616  PID         -  GD0616
 GD0616  STATE/COUNTY-  KY/HICKMAN
 GD0616  USGS QUAD   -  OAKTON (1982)
 GD0616
 GD0616                         *CURRENT SURVEY CONTROL
 GD0616  ___________________________________________________________________
 GD0616* NAD 83(1986)-  36 44 09.     (N)    089 00 40.     (W)     SCALED    
 GD0616* NAVD 88     -       100.866  (meters)     330.92   (feet)  ADJUSTED  
 GD0616  ___________________________________________________________________
 GD0616  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GD0616  DYNAMIC HT  -         100.788 (meters)     330.67  (feet)  COMP
 GD0616  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 GD0616
 GD0616  VERT ORDER  -  FIRST     CLASS II
 GD0616
 GD0616.The horizontal coordinates were scaled from a topographic map and have
 GD0616.an estimated accuracy of +/- 6 seconds.
 GD0616
 GD0616.The orthometric height was determined by differential leveling
 GD0616.and adjusted by the National Geodetic Survey in June 1991..
 GD0616
 GD0616.The geoid height was determined by GEOID03.
 GD0616
 GD0616.The dynamic height is computed by dividing the NAVD 88
 GD0616.geopotential number by the normal gravity value computed on the
 GD0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0616.degrees latitude (g = 980.6199 gals.).
 GD0616
 GD0616.The modeled gravity was interpolated from observed gravity values.
 GD0616
 GD0616;                    North         East    Units  Estimated Accuracy
 GD0616;SPC KY1Z     - 1,049,760.    1,208,750.      MT  (+/- 180 meters Scaled)
 GD0616
 GD0616                          SUPERSEDED SURVEY CONTROL
 GD0616
 GD0616  NGVD 29 (??/??/??)  100.772  (m)          330.62   (f) ADJUSTED    1 2
 GD0616
 GD0616.Superseded values are not recommended for survey control.
 GD0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0616.See file dsdata.txt to determine how the superseded data were derived.
 GD0616
 GD0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF204674(NAD 83)
 GD0616_MARKER: DB = BENCH MARK DISK
 GD0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0616_STAMPING: K 132 1948
 GD0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0616+STABILITY: SURFACE MOTION
 GD0616
 GD0616  HISTORY     - Date     Condition        Report By
 GD0616  HISTORY     - 1948     MONUMENTED       CGS
 GD0616
 GD0616                          STATION DESCRIPTION
 GD0616
 GD0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0616'4.5 MI N FROM CLINTON.
 GD0616'4.5 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0616'STATION AT CLINTON, ABOUT 0.3 MILE NORTH OF MILE POST C 388, ABOUT
 GD0616'0.25 MILE NORTH OF A TRESTLE ACROSS BRUSH CREEK, 70 YARDS SOUTH
 GD0616'OF THE SOUTH END OF A CUT, 61.5 FEET EAST OF THE EAST RAIL OF
 GD0616'THE EAST TRACK, 2 FEET WEST OF THE R/W FENCE, 174 FEET NORTHEAST
 GD0616'OF A SIGNAL RELAY BOX, 31 FEET EAST-NORTHEAST OF A TELEPHONE
 GD0616'POLE, 48 FEET NORTHEAST OF A 3-INCH IRON PIPE PROJECTING 4 FEET
 GD0616'OUT OF GROUND (APPEARS TO BE PART OF ABANDONED RAILROAD WATER
 GD0616'SYSTEM), 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 GD0616'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0616'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1102 ***********************************************************************
 GC1102  DESIGNATION -  K 133
 GC1102  PID         -  GC1102
 GC1102  STATE/COUNTY-  KY/CHRISTIAN
 GC1102  USGS QUAD   -  OAK GROVE (1982)
 GC1102
 GC1102                         *CURRENT SURVEY CONTROL
 GC1102  ___________________________________________________________________
 GC1102* NAD 83(1986)-  36 41 52.     (N)    087 26 49.     (W)     SCALED    
 GC1102* NAVD 88     -       175.295  (meters)     575.11   (feet)  POSTED    
 GC1102  ___________________________________________________________________
 GC1102  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC1102  DYNAMIC HT  -         175.150 (meters)     574.64  (feet)  COMP
 GC1102  MODELED GRAV-     979,816.4   (mgal)                       NAVD 88
 GC1102
 GC1102  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GC1102
 GC1102.The horizontal coordinates were scaled from a topographic map and have
 GC1102.an estimated accuracy of +/- 6 seconds.
 GC1102
 GC1102.The orthometric height was determined by differential leveling
 GC1102.and adjusted by the National Geodetic Survey in 1992..
 GC1102.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GC1102.rate of 2.1 thru 3.0 mm/km.
 GC1102
 GC1102.The geoid height was determined by GEOID03.
 GC1102
 GC1102.The dynamic height is computed by dividing the NAVD 88
 GC1102.geopotential number by the normal gravity value computed on the
 GC1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1102.degrees latitude (g = 980.6199 gals.).
 GC1102
 GC1102.The modeled gravity was interpolated from observed gravity values.
 GC1102
 GC1102;                    North         East    Units  Estimated Accuracy
 GC1102;SPC KY1Z     - 1,041,830.    1,348,350.      MT  (+/- 180 meters Scaled)
 GC1102
 GC1102                          SUPERSEDED SURVEY CONTROL
 GC1102
 GC1102  NGVD 29 (??/??/92)  175.363  (m)          575.34   (f) ADJ UNCH    1 2
 GC1102
 GC1102.Superseded values are not recommended for survey control.
 GC1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1102.See file dsdata.txt to determine how the superseded data were derived.
 GC1102
 GC1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF600614(NAD 83)
 GC1102_MARKER: DB = BENCH MARK DISK
 GC1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1102_STAMPING: K 133 1949
 GC1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1102+STABILITY: SURFACE MOTION
 GC1102
 GC1102  HISTORY     - Date     Condition        Report By
 GC1102  HISTORY     - 1949     MONUMENTED       CGS
 GC1102  HISTORY     - 1974     MARK NOT FOUND   USGS
 GC1102
 GC1102                          STATION DESCRIPTION
 GC1102
 GC1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1102'12.4 MI S FROM HOPKINSVILLE.
 GC1102'12.4 MILES SOUTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1102'JUNCTION OF THE ILLINOIS CENTRAL RAILROAD AT HOPKINSVILLE,
 GC1102'AT A SMALL PUBLIC ROAD CROSSING, ABOUT 0.15 MILE SOUTH OF MILE
 GC1102'POST H 73, 47.5 FEET EAST OF THE EAST RAIL, 31 FEET SOUTH OF THE
 GC1102'CENTER LINE OF THE ROAD EAST, 1 FOOT WEST OF THE R/W FENCE
 GC1102'LINE, 75 FEET EAST-SOUTHEAST OF THE CENTER OF THE CROSSING,
 GC1102'25 FEET SOUTH OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN
 GC1102'WITNESS POST, 3 1/2 FEET BELOW THE TRACK AND SET IN THE TOP
 GC1102'OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- LARGE CONCRETE
 GC1102'CHUNKS HAVE BEEN DUMPED IN THE VICINITY OF MARK.
 GC1102
 GC1102                          STATION RECOVERY (1974)
 GC1102
 GC1102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GC1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0877 ***********************************************************************
 HA0877  DESIGNATION -  K 135
 HA0877  PID         -  HA0877
 HA0877  STATE/COUNTY-  KY/CALDWELL
 HA0877  USGS QUAD   -  PRINCETON EAST (1967)
 HA0877
 HA0877                         *CURRENT SURVEY CONTROL
 HA0877  ___________________________________________________________________
 HA0877* NAD 83(1986)-  37 03 55.     (N)    087 51 05.     (W)     SCALED    
 HA0877* NAVD 88     -       160.595  (meters)     526.89   (feet)  ADJUSTED  
 HA0877  ___________________________________________________________________
 HA0877  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HA0877  DYNAMIC HT  -         160.473 (meters)     526.49  (feet)  COMP
 HA0877  MODELED GRAV-     979,865.0   (mgal)                       NAVD 88
 HA0877
 HA0877  VERT ORDER  -  FIRST     CLASS I
 HA0877
 HA0877.The horizontal coordinates were scaled from a topographic map and have
 HA0877.an estimated accuracy of +/- 6 seconds.
 HA0877
 HA0877.The orthometric height was determined by differential leveling
 HA0877.and adjusted by the National Geodetic Survey in June 1991..
 HA0877
 HA0877.The geoid height was determined by GEOID03.
 HA0877
 HA0877.The dynamic height is computed by dividing the NAVD 88
 HA0877.geopotential number by the normal gravity value computed on the
 HA0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0877.degrees latitude (g = 980.6199 gals.).
 HA0877
 HA0877.The modeled gravity was interpolated from observed gravity values.
 HA0877
 HA0877;                    North         East    Units  Estimated Accuracy
 HA0877;SPC KY1Z     - 1,083,340.    1,313,130.      MT  (+/- 180 meters Scaled)
 HA0877
 HA0877                          SUPERSEDED SURVEY CONTROL
 HA0877
 HA0877  NGVD 29 (??/??/92)  160.665  (m)          527.12   (f) ADJ UNCH    1 1
 HA0877
 HA0877.Superseded values are not recommended for survey control.
 HA0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0877.See file dsdata.txt to determine how the superseded data were derived.
 HA0877
 HA0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG243024(NAD 83)
 HA0877_MARKER: DB = BENCH MARK DISK
 HA0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0877_SP_SET: CONCRETE POST
 HA0877_STAMPING: K 135 1949
 HA0877_MARK LOGO: CGS   
 HA0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0877+STABILITY: SURFACE MOTION
 HA0877
 HA0877  HISTORY     - Date     Condition        Report By
 HA0877  HISTORY     - 1949     MONUMENTED       CGS
 HA0877  HISTORY     - 1968     GOOD             NGS
 HA0877  HISTORY     - 1985     GOOD             NGS
 HA0877
 HA0877                          STATION DESCRIPTION
 HA0877
 HA0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0877'3.7 MI SE FROM PRINCETON.
 HA0877'ABOUT 0.3 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS
 HA0877'STATE HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL COUNTY
 HA0877'COURTHOUSE AT PRINCETON TO A CROSSING OF THE ILLINOIS CENTRAL
 HA0877'RAILROAD, THENCE 3.4 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL
 HA0877'RAILROAD, 0.1 MILE NORTHWEST OF A CROSSING OF THE RAILROAD AND
 HA0877'A PAVED ROAD, 80 YARDS NORTHWEST OF MILEPOST 103, 0.2 MILE
 HA0877'NORTHEAST OF THE GRINNEL CORPORATION PRINCETON PLANT, 46 FEET
 HA0877'SOUTHWEST OF THE SOUTHWEST RAIL, 21 FEET NORTHWEST OF THE
 HA0877'CENTERLINE OF A TRAIL ROAD, 22 FEET SOUTHWEST OF A TELEPHONE
 HA0877'POLE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 HA0877'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HA0877'WHICH PROJECTS 4 INCHES.
 HA0877
 HA0877                          STATION RECOVERY (1985)
 HA0877
 HA0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0173 ***********************************************************************
 HB0173  DESIGNATION -  K 136
 HB0173  PID         -  HB0173
 HB0173  STATE/COUNTY-  KY/LIVINGSTON
 HB0173  USGS QUAD   -  GRAND RIVERS (1993)
 HB0173
 HB0173                         *CURRENT SURVEY CONTROL
 HB0173  ___________________________________________________________________
 HB0173* NAD 83(1986)-  37 03 26.     (N)    088 14 03.     (W)     SCALED    
 HB0173* NAVD 88     -       107.269  (meters)     351.93   (feet)  ADJUSTED  
 HB0173  ___________________________________________________________________
 HB0173  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HB0173  DYNAMIC HT  -         107.190 (meters)     351.67  (feet)  COMP
 HB0173  MODELED GRAV-     979,889.2   (mgal)                       NAVD 88
 HB0173
 HB0173  VERT ORDER  -  FIRST     CLASS II
 HB0173
 HB0173.The horizontal coordinates were scaled from a topographic map and have
 HB0173.an estimated accuracy of +/- 6 seconds.
 HB0173
 HB0173.The orthometric height was determined by differential leveling
 HB0173.and adjusted by the National Geodetic Survey in June 1991..
 HB0173
 HB0173.The geoid height was determined by GEOID03.
 HB0173
 HB0173.The dynamic height is computed by dividing the NAVD 88
 HB0173.geopotential number by the normal gravity value computed on the
 HB0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0173.degrees latitude (g = 980.6199 gals.).
 HB0173
 HB0173.The modeled gravity was interpolated from observed gravity values.
 HB0173
 HB0173;                    North         East    Units  Estimated Accuracy
 HB0173;SPC KY1Z     - 1,083,280.    1,279,070.      MT  (+/- 180 meters Scaled)
 HB0173
 HB0173                          SUPERSEDED SURVEY CONTROL
 HB0173
 HB0173  NGVD 29 (??/??/??)  107.345  (m)          352.18   (f) ADJUSTED    1 2
 HB0173
 HB0173.Superseded values are not recommended for survey control.
 HB0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0173.See file dsdata.txt to determine how the superseded data were derived.
 HB0173
 HB0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG902019(NAD 83)
 HB0173_MARKER: DB = BENCH MARK DISK
 HB0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0173_STAMPING: K 136 1949
 HB0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0173+STABILITY: SURFACE MOTION
 HB0173
 HB0173  HISTORY     - Date     Condition        Report By
 HB0173  HISTORY     - 1949     MONUMENTED       CGS
 HB0173  HISTORY     - 1965     GOOD             CGS
 HB0173
 HB0173                          STATION DESCRIPTION
 HB0173
 HB0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0173'1.7 MI S FROM IUKA.
 HB0173'1.7 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO GRAND RIVERS FROM
 HB0173'THE JUNCTION OF OLD U.S. HIGHWAY 62 AT IUKA, 57 FEET WEST OF THE
 HB0173'CENTER LINE OF THE GRAVEL ROAD, 33 FEET WEST OF A FENCE CORNER,
 HB0173'41 1/2 FEET WEST-NORTHWEST OF A 28-INCH OAK TREE, 16 FEET SOUTH
 HB0173'OF THE CENTER LINE OF A DRIVE LEADING WEST, 76.5 FEET SOUTH OF
 HB0173'THE SOUTHEAST PORCH CORNER OF A FARM HOUSE, 2 FEET EAST OF A WHITE
 HB0173'WOODEN WITNESS POST, 1 FOOT ABOVE THE GRAVEL ROAD, AND SET IN
 HB0173'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HB0173
 HB0173                          STATION RECOVERY (1965)
 HB0173
 HB0173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HB0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0248 ***********************************************************************
 HZ0248  DESIGNATION -  K 137
 HZ0248  PID         -  HZ0248
 HZ0248  STATE/COUNTY-  KY/SCOTT
 HZ0248  USGS QUAD   -  SADIEVILLE (1978)
 HZ0248
 HZ0248                         *CURRENT SURVEY CONTROL
 HZ0248  ___________________________________________________________________
 HZ0248* NAD 83(1986)-  38 26 04.     (N)    084 31 40.     (W)     SCALED    
 HZ0248* NAVD 88     -       279.023  (meters)     915.43   (feet)  ADJUSTED  
 HZ0248  ___________________________________________________________________
 HZ0248  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0248  DYNAMIC HT  -         278.826 (meters)     914.78  (feet)  COMP
 HZ0248  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 HZ0248
 HZ0248  VERT ORDER  -  FIRST     CLASS II
 HZ0248
 HZ0248.The horizontal coordinates were scaled from a topographic map and have
 HZ0248.an estimated accuracy of +/- 6 seconds.
 HZ0248
 HZ0248.The orthometric height was determined by differential leveling
 HZ0248.and adjusted by the National Geodetic Survey in June 1991..
 HZ0248
 HZ0248.The geoid height was determined by GEOID03.
 HZ0248
 HZ0248.The dynamic height is computed by dividing the NAVD 88
 HZ0248.geopotential number by the normal gravity value computed on the
 HZ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0248.degrees latitude (g = 980.6199 gals.).
 HZ0248
 HZ0248.The modeled gravity was interpolated from observed gravity values.
 HZ0248
 HZ0248;                    North         East    Units  Estimated Accuracy
 HZ0248;SPC KY1Z     - 1,233,890.    1,606,710.      MT  (+/- 180 meters Scaled)
 HZ0248
 HZ0248                          SUPERSEDED SURVEY CONTROL
 HZ0248
 HZ0248  NGVD 29 (??/??/92)  279.194  (m)          915.99   (f) ADJ UNCH    1 2
 HZ0248
 HZ0248.Superseded values are not recommended for survey control.
 HZ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0248.See file dsdata.txt to determine how the superseded data were derived.
 HZ0248
 HZ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH157569(NAD 83)
 HZ0248_MARKER: DB = BENCH MARK DISK
 HZ0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0248_SP_SET: CULVERT
 HZ0248_STAMPING: K 137 1949
 HZ0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0248
 HZ0248  HISTORY     - Date     Condition        Report By
 HZ0248  HISTORY     - 1949     MONUMENTED       CGS
 HZ0248
 HZ0248                          STATION DESCRIPTION
 HZ0248
 HZ0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0248'1.6 MI S FROM HINTON.
 HZ0248'ABOUT 1.6 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 HZ0248'AT HINTON, ABOUT 160 YARDS NORTH OF OVERPASS NO. 53.5, SET IN
 HZ0248'THE TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A
 HZ0248'DOUBLE 24-INCH PIPE CULVERT, 9 1/2 FEET WEST OF THE WEST RAIL
 HZ0248'OF THE WEST TRACK AND ABOUT 1 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0137 ***********************************************************************
 HB0137  DESIGNATION -  K 138
 HB0137  PID         -  HB0137
 HB0137  STATE/COUNTY-  KY/CRITTENDEN
 HB0137  USGS QUAD   -  FREDONIA (1954)
 HB0137
 HB0137                         *CURRENT SURVEY CONTROL
 HB0137  ___________________________________________________________________
 HB0137* NAD 83(1986)-  37 14 36.     (N)    088 05 18.     (W)     SCALED    
 HB0137* NAVD 88     -       166.894  (meters)     547.55   (feet)  ADJUSTED  
 HB0137  ___________________________________________________________________
 HB0137  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HB0137  DYNAMIC HT  -         166.770 (meters)     547.14  (feet)  COMP
 HB0137  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 HB0137
 HB0137  VERT ORDER  -  FIRST     CLASS II
 HB0137
 HB0137.The horizontal coordinates were scaled from a topographic map and have
 HB0137.an estimated accuracy of +/- 6 seconds.
 HB0137
 HB0137.The orthometric height was determined by differential leveling
 HB0137.and adjusted by the National Geodetic Survey in June 1991..
 HB0137
 HB0137.The geoid height was determined by GEOID03.
 HB0137
 HB0137.The dynamic height is computed by dividing the NAVD 88
 HB0137.geopotential number by the normal gravity value computed on the
 HB0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0137.degrees latitude (g = 980.6199 gals.).
 HB0137
 HB0137.The modeled gravity was interpolated from observed gravity values.
 HB0137
 HB0137;                    North         East    Units  Estimated Accuracy
 HB0137;SPC KY1Z     - 1,103,600.    1,292,560.      MT  (+/- 180 meters Scaled)
 HB0137
 HB0137                          SUPERSEDED SURVEY CONTROL
 HB0137
 HB0137  NGVD 29 (??/??/??)  166.969  (m)          547.80   (f) ADJUSTED    1 2
 HB0137
 HB0137.Superseded values are not recommended for survey control.
 HB0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0137.See file dsdata.txt to determine how the superseded data were derived.
 HB0137
 HB0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG034224(NAD 83)
 HB0137_MARKER: DB = BENCH MARK DISK
 HB0137_SETTING: 66 = SET IN ROCK OUTCROP
 HB0137_SP_SET: ROCK OUTCROP
 HB0137_STAMPING: K 138 1949
 HB0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB0137+STABILITY: POSITION/ELEVATION WELL
 HB0137
 HB0137  HISTORY     - Date     Condition        Report By
 HB0137  HISTORY     - 1949     MONUMENTED       CGS
 HB0137  HISTORY     - 1985     MARK NOT FOUND   NGS
 HB0137
 HB0137                          STATION DESCRIPTION
 HB0137
 HB0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0137'1 MI N FROM MEXICO.
 HB0137'1.05 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0137'STATION AT MEXICO, ABOUT 0.15 MILE SOUTH-SOUTHWEST OF THE
 HB0137'CENTER OF A CURVE IN THE TRACK WITH TANGENTS EXTENDING NORTHWEST
 HB0137'AND SOUTH-SOUTHWEST, SET IN THE TOP OF AN OUTCROPPING OF ROCK
 HB0137'PROJECTING OUT OF CUT BANK, 378 FEET SOUTH-SOUTHWEST OF SPEED
 HB0137'WARNING SIGN 15, 37 FEET NORTHEAST AND ACROSS THE TRACK FROM
 HB0137'MILE POST NO. E 81, 12 FEET EAST-SOUTHEAST OF THE NEAR RAIL AND
 HB0137'ABOUT 1 FOOT ABOVE THE TRACK.
 HB0137
 HB0137                          STATION RECOVERY (1985)
 HB0137
 HB0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0845 ***********************************************************************
 HA0845  DESIGNATION -  K 139
 HA0845  PID         -  HA0845
 HA0845  STATE/COUNTY-  KY/UNION
 HA0845  USGS QUAD   -  BLACKFORD (1954)
 HA0845
 HA0845                         *CURRENT SURVEY CONTROL
 HA0845  ___________________________________________________________________
 HA0845* NAD 83(1986)-  37 29 15.     (N)    087 56 18.     (W)     SCALED    
 HA0845* NAVD 88     -       110.627  (meters)     362.95   (feet)  ADJUSTED  
 HA0845  ___________________________________________________________________
 HA0845  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HA0845  DYNAMIC HT  -         110.548 (meters)     362.69  (feet)  COMP
 HA0845  MODELED GRAV-     979,907.1   (mgal)                       NAVD 88
 HA0845
 HA0845  VERT ORDER  -  FIRST     CLASS II
 HA0845
 HA0845.The horizontal coordinates were scaled from a topographic map and have
 HA0845.an estimated accuracy of +/- 6 seconds.
 HA0845
 HA0845.The orthometric height was determined by differential leveling
 HA0845.and adjusted by the National Geodetic Survey in June 1991..
 HA0845
 HA0845.The geoid height was determined by GEOID03.
 HA0845
 HA0845.The dynamic height is computed by dividing the NAVD 88
 HA0845.geopotential number by the normal gravity value computed on the
 HA0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0845.degrees latitude (g = 980.6199 gals.).
 HA0845
 HA0845.The modeled gravity was interpolated from observed gravity values.
 HA0845
 HA0845;                    North         East    Units  Estimated Accuracy
 HA0845;SPC KY1Z     - 1,130,360.    1,306,500.      MT  (+/- 180 meters Scaled)
 HA0845
 HA0845                          SUPERSEDED SURVEY CONTROL
 HA0845
 HA0845  NGVD 29 (??/??/92)  110.725  (m)          363.27   (f) ADJ UNCH    1 2
 HA0845
 HA0845.Superseded values are not recommended for survey control.
 HA0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0845.See file dsdata.txt to determine how the superseded data were derived.
 HA0845
 HA0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG170493(NAD 83)
 HA0845_MARKER: DB = BENCH MARK DISK
 HA0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0845_STAMPING: K 139 1949
 HA0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0845+STABILITY: SURFACE MOTION
 HA0845
 HA0845  HISTORY     - Date     Condition        Report By
 HA0845  HISTORY     - 1949     MONUMENTED       CGS
 HA0845
 HA0845                          STATION DESCRIPTION
 HA0845
 HA0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HA0845'2.8 MI NW FROM BLACKFORD.
 HA0845'ABOUT 2.85 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 HA0845'FROM THE STATION AT BLACKFORD, AT A ROAD CROSSING, 32 FEET
 HA0845'NORTH-NORTHEAST OF THE CENTER OF THE CROSSING, 24 1/2 FEET
 HA0845'NORTHEAST OF THE NORTHEAST RAIL, 25 FEET NORTH OF THE CENTER
 HA0845'LINE OF THE ROAD, 12 FEET NORTH-NORTHEAST OF THE CROSSING SIGN
 HA0845'POST, 3 1/2 FEET SOUTHWEST OF THE CENTER OF THE TELEPHONE WIRES,
 HA0845'1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 1/2
 HA0845'FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 HA0845'PROJECTING 1 INCH.  MARK IS ABOUT 0.75 MILE SOUTHEAST ALONG THE
 HA0845'ILLINOIS CENTRAL RAILROAD FROM ITS CROSSING WITH U.S. HIGHWAY
 HA0845'60 AT SULLIVAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1917 ***********************************************************************
 GY1917  DESIGNATION -  K 14
 GY1917  PID         -  GY1917
 GY1917  STATE/COUNTY-  KY/BREATHITT
 GY1917  USGS QUAD   -  HADDIX (1972)
 GY1917
 GY1917                         *CURRENT SURVEY CONTROL
 GY1917  ___________________________________________________________________
 GY1917* NAD 83(1986)-  37 25 17.     (N)    083 22 20.     (W)     SCALED    
 GY1917* NAVD 88     -       236.725  (meters)     776.66   (feet)  ADJUSTED  
 GY1917  ___________________________________________________________________
 GY1917  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GY1917  DYNAMIC HT  -         236.544 (meters)     776.06  (feet)  COMP
 GY1917  MODELED GRAV-     979,859.0   (mgal)                       NAVD 88
 GY1917
 GY1917  VERT ORDER  -  FIRST     CLASS II
 GY1917
 GY1917.The horizontal coordinates were scaled from a topographic map and have
 GY1917.an estimated accuracy of +/- 6 seconds.
 GY1917
 GY1917.The orthometric height was determined by differential leveling
 GY1917.and adjusted by the National Geodetic Survey in June 1991..
 GY1917
 GY1917.The geoid height was determined by GEOID03.
 GY1917
 GY1917.The dynamic height is computed by dividing the NAVD 88
 GY1917.geopotential number by the normal gravity value computed on the
 GY1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1917.degrees latitude (g = 980.6199 gals.).
 GY1917
 GY1917.The modeled gravity was interpolated from observed gravity values.
 GY1917
 GY1917;                    North         East    Units  Estimated Accuracy
 GY1917;SPC KY1Z     - 1,123,440.    1,710,440.      MT  (+/- 180 meters Scaled)
 GY1917
 GY1917                          SUPERSEDED SURVEY CONTROL
 GY1917
 GY1917  NGVD 29 (??/??/92)  236.89   (m)          777.2    (f) COMPUTED    1 2
 GY1917
 GY1917.Superseded values are not recommended for survey control.
 GY1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1917.See file dsdata.txt to determine how the superseded data were derived.
 GY1917
 GY1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB900442(NAD 83)
 GY1917_MARKER: DB = BENCH MARK DISK
 GY1917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1917_SP_SET: BRIDGE
 GY1917_STAMPING: K 14 1930 770.080
 GY1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1917
 GY1917  HISTORY     - Date     Condition        Report By
 GY1917  HISTORY     - 1930     MONUMENTED       CGS
 GY1917  HISTORY     - 1950     GOOD             NGS
 GY1917
 GY1917                          STATION DESCRIPTION
 GY1917
 GY1917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY1917'AT WHICK.
 GY1917'AT WHICK, ABOUT 0.15 MILE SOUTHEAST ALONG THE LOUISVILLE AND
 GY1917'NASHVILLE RAILROAD FROM THE STATION, ABOUT 0.2 MILE SOUTHEAST OF
 GY1917'MILE POST 213, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 GY1917'CONCRETE ABUTMENT OF A STEEL BRIDGE ACROSS NORTH FORK OF KENTUCKY
 GY1917'RIVER, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT 1 1/2
 GY1917'FEET BELOW THE TRACK.  ELEVATION IS ERRONEOUSLY STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0071 ***********************************************************************
 HB0071  DESIGNATION -  K 140
 HB0071  PID         -  HB0071
 HB0071  STATE/COUNTY-  KY/UNION
 HB0071  USGS QUAD   -  GROVE CENTER (1959)
 HB0071
 HB0071                         *CURRENT SURVEY CONTROL
 HB0071  ___________________________________________________________________
 HB0071* NAD 83(1986)-  37 40 29.     (N)    088 05 38.     (W)     SCALED    
 HB0071* NAVD 88     -       118.542  (meters)     388.92   (feet)  ADJUSTED  
 HB0071  ___________________________________________________________________
 HB0071  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HB0071  DYNAMIC HT  -         118.459 (meters)     388.64  (feet)  COMP
 HB0071  MODELED GRAV-     979,929.9   (mgal)                       NAVD 88
 HB0071
 HB0071  VERT ORDER  -  FIRST     CLASS II
 HB0071
 HB0071.The horizontal coordinates were scaled from a topographic map and have
 HB0071.an estimated accuracy of +/- 6 seconds.
 HB0071
 HB0071.The orthometric height was determined by differential leveling
 HB0071.and adjusted by the National Geodetic Survey in June 1991..
 HB0071
 HB0071.The geoid height was determined by GEOID03.
 HB0071
 HB0071.The dynamic height is computed by dividing the NAVD 88
 HB0071.geopotential number by the normal gravity value computed on the
 HB0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0071.degrees latitude (g = 980.6199 gals.).
 HB0071
 HB0071.The modeled gravity was interpolated from observed gravity values.
 HB0071
 HB0071;                    North         East    Units  Estimated Accuracy
 HB0071;SPC KY1Z     - 1,151,470.    1,293,270.      MT  (+/- 180 meters Scaled)
 HB0071
 HB0071                          SUPERSEDED SURVEY CONTROL
 HB0071
 HB0071  NGVD 29 (??/??/??)  118.640  (m)          389.24   (f) ADJUSTED    1 2
 HB0071
 HB0071.Superseded values are not recommended for survey control.
 HB0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0071.See file dsdata.txt to determine how the superseded data were derived.
 HB0071
 HB0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG035702(NAD 83)
 HB0071_MARKER: DB = BENCH MARK DISK
 HB0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0071_STAMPING: K 140 1949
 HB0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0071+STABILITY: SURFACE MOTION
 HB0071
 HB0071  HISTORY     - Date     Condition        Report By
 HB0071  HISTORY     - 1949     MONUMENTED       CGS
 HB0071
 HB0071                          STATION DESCRIPTION
 HB0071
 HB0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0071'2.3 MI SE FROM BLACKBURN.
 HB0071'ABOUT 2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM BLACKBURN,
 HB0071'AT THE JUNCTION OF STATE HIGHWAY 85, 68 1/2 FEET NORTH-NORTHEAST
 HB0071'AND ACROSS HIGHWAY 56 FROM THE NORTH CORNER OF A HOUSE IN
 HB0071'TRIANGLE FORMED BY JUNCTION, 34 FEET NORTHEAST OF THE CENTER OF
 HB0071'THE JUNCTION, 30 1/2 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY
 HB0071'56, 15.8 FEET SOUTH-SOUTHEAST OF A WELL PUMP, 1 FOOT SOUTH OF A
 HB0071'FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 HB0071'1/2 FOOT ABOVE HIGHWAY 56 AND SET IN THE TOP OF A CONCRETE POST
 HB0071'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0949 ***********************************************************************
 HZ0949  DESIGNATION -  K 141
 HZ0949  PID         -  HZ0949
 HZ0949  STATE/COUNTY-  KY/CARROLL
 HZ0949  USGS QUAD   -  CARROLLTON (1994)
 HZ0949
 HZ0949                         *CURRENT SURVEY CONTROL
 HZ0949  ___________________________________________________________________
 HZ0949* NAD 83(1986)-  38 38 02.     (N)    085 08 25.     (W)     SCALED    
 HZ0949* NAVD 88     -       153.584  (meters)     503.88   (feet)  ADJUSTED  
 HZ0949  ___________________________________________________________________
 HZ0949  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ0949  DYNAMIC HT  -         153.484 (meters)     503.56  (feet)  COMP
 HZ0949  MODELED GRAV-     979,972.6   (mgal)                       NAVD 88
 HZ0949
 HZ0949  VERT ORDER  -  SECOND    CLASS 0
 HZ0949
 HZ0949.The horizontal coordinates were scaled from a topographic map and have
 HZ0949.an estimated accuracy of +/- 6 seconds.
 HZ0949
 HZ0949.The orthometric height was determined by differential leveling
 HZ0949.and adjusted by the National Geodetic Survey in June 1991..
 HZ0949
 HZ0949.The geoid height was determined by GEOID03.
 HZ0949
 HZ0949.The dynamic height is computed by dividing the NAVD 88
 HZ0949.geopotential number by the normal gravity value computed on the
 HZ0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0949.degrees latitude (g = 980.6199 gals.).
 HZ0949
 HZ0949.The modeled gravity was interpolated from observed gravity values.
 HZ0949
 HZ0949;                    North         East    Units  Estimated Accuracy
 HZ0949;SPC KY1Z     - 1,255,500.    1,553,090.      MT  (+/- 180 meters Scaled)
 HZ0949
 HZ0949                          SUPERSEDED SURVEY CONTROL
 HZ0949
 HZ0949  NGVD 29 (??/??/92)  153.782  (m)          504.53   (f) ADJ UNCH    2 0
 HZ0949
 HZ0949.Superseded values are not recommended for survey control.
 HZ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0949.See file dsdata.txt to determine how the superseded data were derived.
 HZ0949
 HZ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH618777(NAD 83)
 HZ0949_MARKER: DB = BENCH MARK DISK
 HZ0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0949_STAMPING: K 141 1949
 HZ0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0949+STABILITY: SURFACE MOTION
 HZ0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0949+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003
 HZ0949
 HZ0949  HISTORY     - Date     Condition        Report By
 HZ0949  HISTORY     - 1949     MONUMENTED       CGS
 HZ0949  HISTORY     - 1964     GOOD             NGS
 HZ0949  HISTORY     - 20030307 GOOD             KYDT
 HZ0949
 HZ0949                          STATION DESCRIPTION
 HZ0949
 HZ0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0949'1 MI NW FROM ENGLISH.
 HZ0949'1.05 MILES NORTHWEST ALONG STATE HIGHWAY 389 FROM ITS
 HZ0949'CROSSING WITH THE LOUISVILLE AND NASHVILLE RAILROAD AT ENGLISH,
 HZ0949'AN THE PROPERTY OF A MR. JONES, ABOUT 0.2 MILE NORTHWEST OF THE
 HZ0949'JUNCTION OF A GRAVEL ROAD SOUTHWEST, 309 FEET WEST-NORTHWEST
 HZ0949'AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF AN IMITATION
 HZ0949'TAN BRICK HOUSE, 55 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HZ0949'69 FEET NORTHWEST OF THE NORTHWEST END OF A 5-FOOT CONCRETE
 HZ0949'BRIDGE UNDER HIGHWAY, 42 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 HZ0949'CORNER OF A BARN, 26 FEET NORTH-NORTHEAST OF THE CENTER OF A SMALL
 HZ0949'DITCH, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 3 FEET
 HZ0949'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HZ0949'PROJECTING 3 INCHES.  NOTE-- THE WITNESS POST NEAR THE MARK IS
 HZ0949'GONE.
 HZ0949
 HZ0949                          STATION RECOVERY (1964)
 HZ0949
 HZ0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0949'RECOVERED IN GOOD CONDITION.
 HZ0949
 HZ0949                          STATION RECOVERY (2003)
 HZ0949
 HZ0949'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0949'MARK IS 54.8 FEET NORTH-NORTHWEST OF NORTH END OF WEST HEADWALL OF 30
 HZ0949'INCH PIPE CULVERT UNDER ROAD, 53.5 FEET WEST OF CENTERLINE OF ROAD,
 HZ0949'26.7 FEET SOUTH-SOUTHWEST OF FENCE CORNER POST AND BENTWOOD FARM SIGN
 HZ0949'AND BURIED 1 INCH. BARN AND HOUSE NO LONGER HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0651 ***********************************************************************
 JZ0651  DESIGNATION -  K 142
 JZ0651  PID         -  JZ0651
 JZ0651  STATE/COUNTY-  KY/KENTON
 JZ0651  USGS QUAD   -  COVINGTON (1987)
 JZ0651
 JZ0651                         *CURRENT SURVEY CONTROL
 JZ0651  ___________________________________________________________________
 JZ0651* NAD 83(1986)-  39 04 08.     (N)    084 33 33.     (W)     SCALED    
 JZ0651* NAVD 88     -       197.638  (meters)     648.42   (feet)  ADJUSTED  
 JZ0651  ___________________________________________________________________
 JZ0651  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0651  DYNAMIC HT  -         197.513 (meters)     648.01  (feet)  COMP
 JZ0651  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 JZ0651
 JZ0651  VERT ORDER  -  FIRST     CLASS II
 JZ0651
 JZ0651.The horizontal coordinates were scaled from a topographic map and have
 JZ0651.an estimated accuracy of +/- 6 seconds.
 JZ0651
 JZ0651.The orthometric height was determined by differential leveling
 JZ0651.and adjusted by the National Geodetic Survey in June 1991..
 JZ0651
 JZ0651.The geoid height was determined by GEOID03.
 JZ0651
 JZ0651.The dynamic height is computed by dividing the NAVD 88
 JZ0651.geopotential number by the normal gravity value computed on the
 JZ0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0651.degrees latitude (g = 980.6199 gals.).
 JZ0651
 JZ0651.The modeled gravity was interpolated from observed gravity values.
 JZ0651
 JZ0651;                    North         East    Units  Estimated Accuracy
 JZ0651;SPC KY1Z     - 1,304,280.    1,603,070.      MT  (+/- 180 meters Scaled)
 JZ0651
 JZ0651                          SUPERSEDED SURVEY CONTROL
 JZ0651
 JZ0651  NGVD 29 (??/??/92)  197.864  (m)          649.16   (f) ADJ UNCH    1 2
 JZ0651
 JZ0651.Superseded values are not recommended for survey control.
 JZ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0651.See file dsdata.txt to determine how the superseded data were derived.
 JZ0651
 JZ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ111272(NAD 83)
 JZ0651_MARKER: DB = BENCH MARK DISK
 JZ0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0651_SP_SET: CULVERT
 JZ0651_STAMPING: K 142 1949
 JZ0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0651
 JZ0651  HISTORY     - Date     Condition        Report By
 JZ0651  HISTORY     - 1949     MONUMENTED       CGS
 JZ0651  HISTORY     - 1985     MARK NOT FOUND   NGS
 JZ0651
 JZ0651                          STATION DESCRIPTION
 JZ0651
 JZ0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JZ0651'2 MI S FROM LUDLOW.
 JZ0651'2.05 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JZ0651'AT LUDLOW, ABOUT 0.15 MILE SOUTH OF SIGNAL 4.9, ABOUT 205 YARDS
 JZ0651'SOUTH OF MILE POST 5, IN THE TOP AND NEAR THE CENTER OF THE EAST
 JZ0651'CONCRETE HEADWALL OF CULVERT WITH A 2 1/2 BY 2 1/2 FOOT CONCRETE
 JZ0651'CATCH BASIN, 7 FEET EAST OF THE EAST RAIL OF THE EAST TRACK AND
 JZ0651'AT THE INSIDE OF A CURVE, 1.5 FEET ABOVE THE LEVEL OF IRON GRILL
 JZ0651'OVER CATCH BASIN AND 1.5 FEET BELOW THE LEVEL OF THE TRACK.
 JZ0651
 JZ0651                          STATION RECOVERY (1985)
 JZ0651
 JZ0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0651'NOT RECOVERED, MARK IS NOW INACCESSIBLE AS RAILROAD TIES HAVE BEEN
 JZ0651'PLACED OVER THE DESCRIBED HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0674 ***********************************************************************
 HZ0674  DESIGNATION -  K 143
 HZ0674  PID         -  HZ0674
 HZ0674  STATE/COUNTY-  KY/KENTON
 HZ0674  USGS QUAD   -  WALTON (1984)
 HZ0674
 HZ0674                         *CURRENT SURVEY CONTROL
 HZ0674  ___________________________________________________________________
 HZ0674* NAD 83(1986)-  38 50 13.     (N)    084 35 35.     (W)     SCALED    
 HZ0674* NAVD 88     -       279.745  (meters)     917.80   (feet)  ADJUSTED  
 HZ0674  ___________________________________________________________________
 HZ0674  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0674  DYNAMIC HT  -         279.564 (meters)     917.20  (feet)  COMP
 HZ0674  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 HZ0674
 HZ0674  VERT ORDER  -  FIRST     CLASS II
 HZ0674
 HZ0674.The horizontal coordinates were scaled from a topographic map and have
 HZ0674.an estimated accuracy of +/- 6 seconds.
 HZ0674
 HZ0674.The orthometric height was determined by differential leveling
 HZ0674.and adjusted by the National Geodetic Survey in June 1991..
 HZ0674.WARNING-Repeat measurements at this control monument indicate possible
 HZ0674.vertical movement.
 HZ0674
 HZ0674.The geoid height was determined by GEOID03.
 HZ0674
 HZ0674.The dynamic height is computed by dividing the NAVD 88
 HZ0674.geopotential number by the normal gravity value computed on the
 HZ0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0674.degrees latitude (g = 980.6199 gals.).
 HZ0674
 HZ0674.The modeled gravity was interpolated from observed gravity values.
 HZ0674
 HZ0674;                    North         East    Units  Estimated Accuracy
 HZ0674;SPC KY1Z     - 1,278,490.    1,600,450.      MT  (+/- 180 meters Scaled)
 HZ0674
 HZ0674                          SUPERSEDED SURVEY CONTROL
 HZ0674
 HZ0674  NGVD 29 (??/??/92)  279.940  (m)          918.44   (f) ADJ UNCH    1 2
 HZ0674
 HZ0674.Superseded values are not recommended for survey control.
 HZ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0674.See file dsdata.txt to determine how the superseded data were derived.
 HZ0674
 HZ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ089014(NAD 83)
 HZ0674_MARKER: DB = BENCH MARK DISK
 HZ0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0674_SP_SET: CONCRETE POST
 HZ0674_STAMPING: K 143 1949
 HZ0674_MARK LOGO: CGS   
 HZ0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0674+STABILITY: SURFACE MOTION
 HZ0674
 HZ0674  HISTORY     - Date     Condition        Report By
 HZ0674  HISTORY     - 1949     MONUMENTED       CGS
 HZ0674  HISTORY     - 1964     GOOD             NGS
 HZ0674  HISTORY     - 1985     GOOD             NGS
 HZ0674
 HZ0674                          STATION DESCRIPTION
 HZ0674
 HZ0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0674'2.6 MI S FROM WALTON.
 HZ0674'2.6 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0674'WALTON, ABOUT 0.1 MILE SOUTH OF MILE POST 23, AT A SMALL PUBLIC
 HZ0674'CROSSING, 55 FEET WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE
 HZ0674'WEST TRACK CROSSING, 53 FEET SOUTH-SOUTHEAST OF A TELEPHONE
 HZ0674'POLE, 45.0 FEET WEST OF THE WEST RAIL, 40 1/2 FEET WEST-NORTHWEST
 HZ0674'OF THE APPROXIMATE CENTER OF A CONCRETE CULVERT, 10 FEET
 HZ0674'WEST-NORTHWEST OF A GATE POST, 2 FEET NORTHEAST OF THE R-O-W
 HZ0674'FENCE, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 HZ0674'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0674
 HZ0674                          STATION RECOVERY (1985)
 HZ0674
 HZ0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0298 ***********************************************************************
 HZ0298  DESIGNATION -  K 144
 HZ0298  PID         -  HZ0298
 HZ0298  STATE/COUNTY-  KY/SCOTT
 HZ0298  USGS QUAD   -  GEORGETOWN (1993)
 HZ0298
 HZ0298                         *CURRENT SURVEY CONTROL
 HZ0298  ___________________________________________________________________
 HZ0298* NAD 83(1986)-  38 09 51.     (N)    084 32 27.     (W)     SCALED    
 HZ0298* NAVD 88     -       264.044  (meters)     866.28   (feet)  ADJUSTED  
 HZ0298  ___________________________________________________________________
 HZ0298  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HZ0298  DYNAMIC HT  -         263.852 (meters)     865.65  (feet)  COMP
 HZ0298  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 HZ0298
 HZ0298  VERT ORDER  -  FIRST     CLASS II
 HZ0298
 HZ0298.The horizontal coordinates were scaled from a topographic map and have
 HZ0298.an estimated accuracy of +/- 6 seconds.
 HZ0298
 HZ0298.The orthometric height was determined by differential leveling
 HZ0298.and adjusted by the National Geodetic Survey in June 1991..
 HZ0298
 HZ0298.The geoid height was determined by GEOID03.
 HZ0298
 HZ0298.The dynamic height is computed by dividing the NAVD 88
 HZ0298.geopotential number by the normal gravity value computed on the
 HZ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0298.degrees latitude (g = 980.6199 gals.).
 HZ0298
 HZ0298.The modeled gravity was interpolated from observed gravity values.
 HZ0298
 HZ0298;                    North         East    Units  Estimated Accuracy
 HZ0298;SPC KY1Z     - 1,203,880.    1,605,960.      MT  (+/- 180 meters Scaled)
 HZ0298
 HZ0298                          SUPERSEDED SURVEY CONTROL
 HZ0298
 HZ0298  NGVD 29 (??/??/92)  264.209  (m)          866.83   (f) ADJ UNCH    1 2
 HZ0298
 HZ0298.Superseded values are not recommended for survey control.
 HZ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0298.See file dsdata.txt to determine how the superseded data were derived.
 HZ0298
 HZ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH154268(NAD 83)
 HZ0298_MARKER: DB = BENCH MARK DISK
 HZ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0298_SP_SET: CONCRETE POST
 HZ0298_STAMPING: K 144 1949 866.826
 HZ0298_MARK LOGO: CGS   
 HZ0298_PROJECTION: FLUSH
 HZ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0298+STABILITY: SURFACE MOTION
 HZ0298
 HZ0298  HISTORY     - Date     Condition        Report By
 HZ0298  HISTORY     - 1949     MONUMENTED       CGS
 HZ0298  HISTORY     - 1958     GOOD             NGS
 HZ0298  HISTORY     - 1986     GOOD             NGS
 HZ0298
 HZ0298                          STATION DESCRIPTION
 HZ0298
 HZ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0298'1 MI N FROM DONERAIL.
 HZ0298'ABOUT 1.05 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 HZ0298'STATION AT DONERAIL, ABOUT 0.4 MILE SOUTH OF A CONCRETE BRIDGE
 HZ0298'OVER CANE RIVER, AT A BLACK TOP ROAD CROSSING, ABOUT 0.1 MILE
 HZ0298'NORTH  OF MILE POST 73, 38.8 FEET SOUTHWEST OF THE SOUTHWEST
 HZ0298'RAIL OF THE SOUTHWEST TRACK, 8 1/2 FEET NORTHEAST OF A FENCE
 HZ0298'LINE, 35 FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD,
 HZ0298'42 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 41 FEET NORTHWEST
 HZ0298'OF A FENCE CORNER, 46 FEET WEST AND ACROSS THE ROAD FROM A CROSSING
 HZ0298'WARNING SIGN, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 HZ0298'ABOUT 1/2 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 HZ0298'POST PROJECTING 4 INCHES.  NOTE-- THE MARK IS MUTILATED.  A
 HZ0298'GRADER BLADE CAUSED THE SCAR.  RECOVERED AS DESCRIBED 1960.
 HZ0298
 HZ0298                          STATION RECOVERY (1958)
 HZ0298
 HZ0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0298'RECOVERED IN GOOD CONDITION.
 HZ0298
 HZ0298                          STATION RECOVERY (1986)
 HZ0298
 HZ0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ0298'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  6.4 KM (4.0 MI)
 HZ0298'SOUTH ALONG U.S. HIGHWAY 25 FROM THE COURTHOUSE IN GEORGETOWN, THENCE
 HZ0298'1.1 KM (0.7 MI) NORTHEAST ALONG STATE HIGHWAY 1963 TO THE SOUTHERN
 HZ0298'RAILROAD AND THE MARK ON THE LEFT, 10.6 METERS (35.0 FT) WEST OF THE
 HZ0298'CENTER OF THE HIGHWAY, 11.8 METERS (38.8 FT) SOUTHWEST OF THE WEST
 HZ0298'RAIL, 0.97 METER (3.2 FT) SOUTHWEST OF A STEEL POST.
 HZ0298'THE MARK IS 0.18 METERS  E FROM  A WITNESS POST
 HZ0298'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0113 ***********************************************************************
 HZ0113  DESIGNATION -  K 145
 HZ0113  PID         -  HZ0113
 HZ0113  STATE/COUNTY-  KY/FAYETTE
 HZ0113  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0113
 HZ0113                         *CURRENT SURVEY CONTROL
 HZ0113  ___________________________________________________________________
 HZ0113* NAD 83(1986)-  38 02 52.     (N)    084 29 52.     (W)     SCALED    
 HZ0113* NAVD 88     -       292.283  (meters)     958.93   (feet)  ADJUSTED  
 HZ0113  ___________________________________________________________________
 HZ0113  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HZ0113  DYNAMIC HT  -         292.069 (meters)     958.23  (feet)  COMP
 HZ0113  MODELED GRAV-     979,891.9   (mgal)                       NAVD 88
 HZ0113
 HZ0113  VERT ORDER  -  FIRST     CLASS II
 HZ0113
 HZ0113.The horizontal coordinates were scaled from a topographic map and have
 HZ0113.an estimated accuracy of +/- 6 seconds.
 HZ0113
 HZ0113.The orthometric height was determined by differential leveling
 HZ0113.and adjusted by the National Geodetic Survey in June 1991..
 HZ0113
 HZ0113.The geoid height was determined by GEOID03.
 HZ0113
 HZ0113.The dynamic height is computed by dividing the NAVD 88
 HZ0113.geopotential number by the normal gravity value computed on the
 HZ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0113.degrees latitude (g = 980.6199 gals.).
 HZ0113
 HZ0113.The modeled gravity was interpolated from observed gravity values.
 HZ0113
 HZ0113;                    North         East    Units  Estimated Accuracy
 HZ0113;SPC KY1Z     - 1,191,010.    1,609,900.      MT  (+/- 180 meters Scaled)
 HZ0113
 HZ0113                          SUPERSEDED SURVEY CONTROL
 HZ0113
 HZ0113  NGVD 29 (??/??/92)  292.439  (m)          959.44   (f) ADJ UNCH    1 2
 HZ0113
 HZ0113.Superseded values are not recommended for survey control.
 HZ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0113.See file dsdata.txt to determine how the superseded data were derived.
 HZ0113
 HZ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH195140(NAD 83)
 HZ0113_MARKER: DB = BENCH MARK DISK
 HZ0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0113_SP_SET: BUILDING
 HZ0113_STAMPING: K 145 1949 959.444
 HZ0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0113+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2004
 HZ0113
 HZ0113  HISTORY     - Date     Condition        Report By
 HZ0113  HISTORY     - 1949     MONUMENTED       CGS
 HZ0113  HISTORY     - 1958     GOOD             NGS
 HZ0113  HISTORY     - 20040602 GOOD             USPSQD
 HZ0113  HISTORY     - 20040629 GOOD             GEOCAC
 HZ0113
 HZ0113                          STATION DESCRIPTION
 HZ0113
 HZ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0113'AT LEXINGTON.
 HZ0113'AT LEXINGTON, AT THE INTERSECTION OF SHORT AND UPPER STREETS,
 HZ0113'AT THE FAYETTE COUNTY COURT HOUSE, SET VERTICALLY IN THE NORTHEAST
 HZ0113'ARCHED FACING OF NORTHEAST ENTRANCE TO COURT HOUSE, 4 1/2 FEET
 HZ0113'SOUTHEAST OF THE CENTER OF THE ENTRANCE, 38 FEET SOUTHWEST
 HZ0113'OF THE SOUTHWEST CURB OF SHORT STREET, 96 FEET NORTHWEST OF THE
 HZ0113'NORTHWEST CURB OF UPPER STREET AND ABOUT 3 1/2 FEET ABOVE
 HZ0113'CONCRETE WALK.
 HZ0113
 HZ0113                          STATION RECOVERY (1958)
 HZ0113
 HZ0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0113'RECOVERED IN GOOD CONDITION.
 HZ0113
 HZ0113                          STATION RECOVERY (2004)
 HZ0113
 HZ0113'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 HZ0113'RECOVERED IN GOOD CONDITION.
 HZ0113
 HZ0113                          STATION RECOVERY (2004)
 HZ0113
 HZ0113'RECOVERY NOTE BY GEOCACHING 2004
 HZ0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1125 ***********************************************************************
 HZ1125  DESIGNATION -  K 146
 HZ1125  PID         -  HZ1125
 HZ1125  STATE/COUNTY-  KY/SHELBY
 HZ1125  USGS QUAD   -  WADDY (1984)
 HZ1125
 HZ1125                         *CURRENT SURVEY CONTROL
 HZ1125  ___________________________________________________________________
 HZ1125* NAD 83(1986)-  38 13 48.     (N)    085 02 14.     (W)     SCALED    
 HZ1125* NAVD 88     -       234.388  (meters)     768.99   (feet)  ADJUSTED  
 HZ1125  ___________________________________________________________________
 HZ1125  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HZ1125  DYNAMIC HT  -         234.222 (meters)     768.44  (feet)  COMP
 HZ1125  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 HZ1125
 HZ1125  VERT ORDER  -  FIRST     CLASS II
 HZ1125
 HZ1125.The horizontal coordinates were scaled from a topographic map and have
 HZ1125.an estimated accuracy of +/- 6 seconds.
 HZ1125
 HZ1125.The orthometric height was determined by differential leveling
 HZ1125.and adjusted by the National Geodetic Survey in June 1991..
 HZ1125
 HZ1125.The geoid height was determined by GEOID03.
 HZ1125
 HZ1125.The dynamic height is computed by dividing the NAVD 88
 HZ1125.geopotential number by the normal gravity value computed on the
 HZ1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1125.degrees latitude (g = 980.6199 gals.).
 HZ1125
 HZ1125.The modeled gravity was interpolated from observed gravity values.
 HZ1125
 HZ1125;                    North         East    Units  Estimated Accuracy
 HZ1125;SPC KY1Z     - 1,210,740.    1,562,400.      MT  (+/- 180 meters Scaled)
 HZ1125
 HZ1125                          SUPERSEDED SURVEY CONTROL
 HZ1125
 HZ1125  NGVD 29 (??/??/92)  234.543  (m)          769.50   (f) ADJ UNCH    1 2
 HZ1125
 HZ1125.Superseded values are not recommended for survey control.
 HZ1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1125.See file dsdata.txt to determine how the superseded data were derived.
 HZ1125
 HZ1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH717331(NAD 83)
 HZ1125_MARKER: DB = BENCH MARK DISK
 HZ1125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1125_SP_SET: CULVERT
 HZ1125_STAMPING: K 146 1949
 HZ1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1125
 HZ1125  HISTORY     - Date     Condition        Report By
 HZ1125  HISTORY     - 1949     MONUMENTED       CGS
 HZ1125
 HZ1125                          STATION DESCRIPTION
 HZ1125
 HZ1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1125'5.8 MI SE FROM CHRISTIANBURG.
 HZ1125'ABOUT 5.75 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1125'RAILROAD FROM THE STATION AT CHRISTIANBURG, ABOUT 0.1 MILE NORTHWEST
 HZ1125'OF MILE POST 55, AT A DIM ROAD CROSSING, SET IN THE TOP OF THE
 HZ1125'SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A STONE CULVERT, 41
 HZ1125'FEET NORTH-NORTHWEST OF THE CENTER OF THE CROSSING, 17 FEET
 HZ1125'NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 9 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0364 ***********************************************************************
 HZ0364  DESIGNATION -  K 147
 HZ0364  PID         -  HZ0364
 HZ0364  STATE/COUNTY-  KY/FRANKLIN
 HZ0364  USGS QUAD   -  SWITZER (1987)
 HZ0364
 HZ0364                         *CURRENT SURVEY CONTROL
 HZ0364  ___________________________________________________________________
 HZ0364* NAD 83(1986)-  38 15 08.     (N)    084 45 49.     (W)     SCALED    
 HZ0364* NAVD 88     -       226.752  (meters)     743.94   (feet)  ADJUSTED  
 HZ0364  ___________________________________________________________________
 HZ0364  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HZ0364  DYNAMIC HT  -         226.591 (meters)     743.41  (feet)  COMP
 HZ0364  MODELED GRAV-     979,913.8   (mgal)                       NAVD 88
 HZ0364
 HZ0364  VERT ORDER  -  FIRST     CLASS II
 HZ0364
 HZ0364.The horizontal coordinates were scaled from a topographic map and have
 HZ0364.an estimated accuracy of +/- 6 seconds.
 HZ0364
 HZ0364.The orthometric height was determined by differential leveling
 HZ0364.and adjusted by the National Geodetic Survey in June 1991..
 HZ0364
 HZ0364.The geoid height was determined by GEOID03.
 HZ0364
 HZ0364.The dynamic height is computed by dividing the NAVD 88
 HZ0364.geopotential number by the normal gravity value computed on the
 HZ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0364.degrees latitude (g = 980.6199 gals.).
 HZ0364
 HZ0364.The modeled gravity was interpolated from observed gravity values.
 HZ0364
 HZ0364;                    North         East    Units  Estimated Accuracy
 HZ0364;SPC KY1Z     - 1,213,420.    1,586,330.      MT  (+/- 180 meters Scaled)
 HZ0364
 HZ0364                          SUPERSEDED SURVEY CONTROL
 HZ0364
 HZ0364  NGVD 29 (??/??/92)  226.922  (m)          744.49   (f) ADJ UNCH    1 2
 HZ0364
 HZ0364.Superseded values are not recommended for survey control.
 HZ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0364.See file dsdata.txt to determine how the superseded data were derived.
 HZ0364
 HZ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH956361(NAD 83)
 HZ0364_MARKER: DB = BENCH MARK DISK
 HZ0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0364_SP_SET: ABUTMENT
 HZ0364_STAMPING: K 147 1949
 HZ0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0364
 HZ0364  HISTORY     - Date     Condition        Report By
 HZ0364  HISTORY     - 1949     MONUMENTED       CGS
 HZ0364
 HZ0364                          STATION DESCRIPTION
 HZ0364
 HZ0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0364'3.2 MI NE FROM ELKHORN.
 HZ0364'ABOUT 3.15 MILES NORTHEAST ALONG THE FRANKFORT AND CINCINNATI
 HZ0364'RAILROAD FROM THE STATION AT ELKHORN, ABOUT 0.6 MILE SOUTHWEST
 HZ0364'OF THE STATION AT SWITZER, ABOUT 105 YARDS EAST AND ACROSS
 HZ0364'THE TRACK FROM MILE POST F 8, SET IN THE TOP OF THE NORTH END
 HZ0364'OF THE NORTH WING WALL OF THE WEST ABUTMENT OF THE SECOND TRESTLE
 HZ0364'WEST OF SWITZER, 6.7 FEET NORTH OF THE NORTH RAIL AND ABOUT 1
 HZ0364'FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0621 ***********************************************************************
 HZ0621  DESIGNATION -  K 148
 HZ0621  PID         -  HZ0621
 HZ0621  STATE/COUNTY-  KY/GALLATIN
 HZ0621  USGS QUAD   -  PATRIOT (1994)
 HZ0621
 HZ0621                         *CURRENT SURVEY CONTROL
 HZ0621  ___________________________________________________________________
 HZ0621* NAD 83(1986)-  38 46 50.     (N)    084 50 08.     (W)     SCALED    
 HZ0621* NAVD 88     -       145.405  (meters)     477.05   (feet)  ADJUSTED  
 HZ0621  ___________________________________________________________________
 HZ0621  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0621  DYNAMIC HT  -         145.313 (meters)     476.75  (feet)  COMP
 HZ0621  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 HZ0621
 HZ0621  VERT ORDER  -  FIRST     CLASS II
 HZ0621
 HZ0621.The horizontal coordinates were scaled from a topographic map and have
 HZ0621.an estimated accuracy of +/- 6 seconds.
 HZ0621
 HZ0621.The orthometric height was determined by differential leveling
 HZ0621.and adjusted by the National Geodetic Survey in June 1991..
 HZ0621
 HZ0621.The geoid height was determined by GEOID03.
 HZ0621
 HZ0621.The dynamic height is computed by dividing the NAVD 88
 HZ0621.geopotential number by the normal gravity value computed on the
 HZ0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0621.degrees latitude (g = 980.6199 gals.).
 HZ0621
 HZ0621.The modeled gravity was interpolated from observed gravity values.
 HZ0621
 HZ0621;                    North         East    Units  Estimated Accuracy
 HZ0621;SPC KY1Z     - 1,272,000.    1,579,460.      MT  (+/- 180 meters Scaled)
 HZ0621
 HZ0621                          SUPERSEDED SURVEY CONTROL
 HZ0621
 HZ0621  NGVD 29 (??/??/92)  145.604  (m)          477.70   (f) ADJ UNCH    1 2
 HZ0621
 HZ0621.Superseded values are not recommended for survey control.
 HZ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0621.See file dsdata.txt to determine how the superseded data were derived.
 HZ0621
 HZ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH880946(NAD 83)
 HZ0621_MARKER: DB = BENCH MARK DISK
 HZ0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0621_SP_SET: BRIDGE
 HZ0621_STAMPING: K 148 1949
 HZ0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0621
 HZ0621  HISTORY     - Date     Condition        Report By
 HZ0621  HISTORY     - 1949     MONUMENTED       CGS
 HZ0621  HISTORY     - 1964     GOOD             NGS
 HZ0621  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 HZ0621
 HZ0621                          STATION DESCRIPTION
 HZ0621
 HZ0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0621'3.8 MI E FROM WARSAW.
 HZ0621'3.75 MILES EAST ALONG U.S. HIGHWAY 42 FROM THE COURT HOUSE AT
 HZ0621'WARSAW, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL
 HZ0621'OF A 12 FOOT CONCRETE BRIDGE UNDER THE HIGHWAY, 55 FEET NORTHWEST
 HZ0621'OF THE NORTHWEST CORNER OF BUNGALOW TYPE FRAME HOUSE, 44 FEET
 HZ0621'WEST OF THE CENTER LINE OF THE NORTH END OF STONE STEPS TO
 HZ0621'HOUSE AND 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 HZ0621
 HZ0621                          STATION RECOVERY (1964)
 HZ0621
 HZ0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0621'RECOVERED IN GOOD CONDITION.
 HZ0621
 HZ0621                          STATION RECOVERY (1997)
 HZ0621
 HZ0621'RECOVERY NOTE BY US POWER SQUADRON 1997
 HZ0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1988 ***********************************************************************
 GY1988  DESIGNATION -  K 15
 GY1988  PID         -  GY1988
 GY1988  STATE/COUNTY-  KY/PERRY
 GY1988  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1988
 GY1988                         *CURRENT SURVEY CONTROL
 GY1988  ___________________________________________________________________
 GY1988* NAD 83(1986)-  37 12 57.     (N)    083 07 58.     (W)     SCALED    
 GY1988* NAVD 88     -       271.854  (meters)     891.91   (feet)  ADJUSTED  
 GY1988  ___________________________________________________________________
 GY1988  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1988  DYNAMIC HT  -         271.636 (meters)     891.19  (feet)  COMP
 GY1988  MODELED GRAV-     979,820.6   (mgal)                       NAVD 88
 GY1988
 GY1988  VERT ORDER  -  FIRST     CLASS I
 GY1988
 GY1988.The horizontal coordinates were scaled from a topographic map and have
 GY1988.an estimated accuracy of +/- 6 seconds.
 GY1988
 GY1988.The orthometric height was determined by differential leveling
 GY1988.and adjusted by the National Geodetic Survey in June 1991..
 GY1988
 GY1988.The geoid height was determined by GEOID03.
 GY1988
 GY1988.The dynamic height is computed by dividing the NAVD 88
 GY1988.geopotential number by the normal gravity value computed on the
 GY1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1988.degrees latitude (g = 980.6199 gals.).
 GY1988
 GY1988.The modeled gravity was interpolated from observed gravity values.
 GY1988
 GY1988;                    North         East    Units  Estimated Accuracy
 GY1988;SPC KY1Z     - 1,101,200.    1,732,270.      MT  (+/- 180 meters Scaled)
 GY1988
 GY1988                          SUPERSEDED SURVEY CONTROL
 GY1988
 GY1988  NGVD 29 (??/??/92)  272.018  (m)          892.45   (f) ADJ UNCH    1 1
 GY1988
 GY1988.Superseded values are not recommended for survey control.
 GY1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1988.See file dsdata.txt to determine how the superseded data were derived.
 GY1988
 GY1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB107209(NAD 83)
 GY1988_MARKER: DB = BENCH MARK DISK
 GY1988_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1988_SP_SET: BRIDGE
 GY1988_STAMPING: K 15 1930 892.446
 GY1988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1988
 GY1988  HISTORY     - Date     Condition        Report By
 GY1988  HISTORY     - 1930     MONUMENTED       CGS
 GY1988  HISTORY     - 1967     GOOD             NGS
 GY1988  HISTORY     - 19940610 MARK NOT FOUND   KYDT
 GY1988
 GY1988                          STATION DESCRIPTION
 GY1988
 GY1988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1988'5.7 MI SE FROM HAZARD.
 GY1988'ABOUT 5.7 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1988'RAILROAD FROM THE STATION AT HAZARD, 6 1/4 POLES SOUTHEAST
 GY1988'OF MILEPOST 248, AT THE NORTH END OF JEFF SIDING, 8 FEET NORTHEAST
 GY1988'OF THE NORTHEAST RAIL OF THE TRACK, SET IN THE TOP OF THE
 GY1988'SOUTHWEST END OF THE NORTHEAST CONCRETE WING WALL AND NEAR THE
 GY1988'EAST END OF THE NORTH ABUTMENT OF RAILROAD BRIDGE NUMBER 101
 GY1988'OVER BUCKEYE CREEK, ABOUT 3 FEET BELOW THE TOP OF THE ABUTMENT,
 GY1988'56 FEET NORTHEAST OF A METAL BATTERY BOX, AND ABOUT 4 FEET BELOW
 GY1988'THE LEVEL OF THE TRACK.
 GY1988
 GY1988                          STATION RECOVERY (1994)
 GY1988
 GY1988'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1988'MARK, IF HERE, WOULD BE UNDER TIMBERS LAIN ATOP HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0139 ***********************************************************************
 HZ0139  DESIGNATION -  K 150
 HZ0139  PID         -  HZ0139
 HZ0139  STATE/COUNTY-  KY/CLARK
 HZ0139  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0139
 HZ0139                         *CURRENT SURVEY CONTROL
 HZ0139  ___________________________________________________________________
 HZ0139* NAD 83(1986)-  38 00 56.     (N)    084 12 40.     (W)     SCALED    
 HZ0139* NAVD 88     -       279.188  (meters)     915.97   (feet)  ADJUSTED  
 HZ0139  ___________________________________________________________________
 HZ0139  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HZ0139  DYNAMIC HT  -         278.982 (meters)     915.29  (feet)  COMP
 HZ0139  MODELED GRAV-     979,882.9   (mgal)                       NAVD 88
 HZ0139
 HZ0139  VERT ORDER  -  FIRST     CLASS II
 HZ0139
 HZ0139.The horizontal coordinates were scaled from a topographic map and have
 HZ0139.an estimated accuracy of +/- 6 seconds.
 HZ0139
 HZ0139.The orthometric height was determined by differential leveling
 HZ0139.and adjusted by the National Geodetic Survey in June 1991..
 HZ0139.WARNING-Repeat measurements at this control monument indicate possible
 HZ0139.vertical movement.
 HZ0139
 HZ0139.The geoid height was determined by GEOID03.
 HZ0139
 HZ0139.The dynamic height is computed by dividing the NAVD 88
 HZ0139.geopotential number by the normal gravity value computed on the
 HZ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0139.degrees latitude (g = 980.6199 gals.).
 HZ0139
 HZ0139.The modeled gravity was interpolated from observed gravity values.
 HZ0139
 HZ0139;                    North         East    Units  Estimated Accuracy
 HZ0139;SPC KY1Z     - 1,187,810.    1,635,120.      MT  (+/- 180 meters Scaled)
 HZ0139
 HZ0139                          SUPERSEDED SURVEY CONTROL
 HZ0139
 HZ0139  NGVD 29 (??/??/92)  279.338  (m)          916.46   (f) ADJ UNCH    1 2
 HZ0139
 HZ0139.Superseded values are not recommended for survey control.
 HZ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0139.See file dsdata.txt to determine how the superseded data were derived.
 HZ0139
 HZ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH448112(NAD 83)
 HZ0139_MARKER: DB = BENCH MARK DISK
 HZ0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0139_SP_SET: ABUTMENT
 HZ0139_STAMPING: K 150 1949 916.409
 HZ0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0139
 HZ0139  HISTORY     - Date     Condition        Report By
 HZ0139  HISTORY     - 1949     MONUMENTED       CGS
 HZ0139  HISTORY     - 1963     GOOD             NGS
 HZ0139
 HZ0139                          STATION DESCRIPTION
 HZ0139
 HZ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0139'2.6 MI NW FROM WINCHESTER.
 HZ0139'ABOUT 2.55 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ0139'RAILROAD FROM THE STATION AT WINCHESTER, ABOUT 285 YARDS NORTHWEST
 HZ0139'OF MILE POST 112, SET IN THE TOP OF THE NORTHEAST END OF THE LOWER
 HZ0139'PART OF THE SOUTHEAST CONCRETE ABUTMENT OF OVERPASS NO. 18A OVER
 HZ0139'VAN METER ROAD, 4.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 HZ0139'ABUTMENT, 13 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 6
 HZ0139'FEET BELOW THE TRACK.
 HZ0139
 HZ0139                          STATION RECOVERY (1963)
 HZ0139
 HZ0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2511 ***********************************************************************
 GZ2511  DESIGNATION -  K 151
 GZ2511  PID         -  GZ2511
 GZ2511  STATE/COUNTY-  KY/PULASKI
 GZ2511  USGS QUAD   -  SCIENCE HILL (1961)
 GZ2511
 GZ2511                         *CURRENT SURVEY CONTROL
 GZ2511  ___________________________________________________________________
 GZ2511* NAD 83(1986)-  37 08 32.     (N)    084 37 48.     (W)     SCALED    
 GZ2511* NAVD 88     -       333.915  (meters)    1095.52   (feet)  ADJUSTED  
 GZ2511  ___________________________________________________________________
 GZ2511  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GZ2511  DYNAMIC HT  -         333.654 (meters)    1094.66  (feet)  COMP
 GZ2511  MODELED GRAV-     979,839.2   (mgal)                       NAVD 88
 GZ2511
 GZ2511  VERT ORDER  -  FIRST     CLASS II
 GZ2511
 GZ2511.The horizontal coordinates were scaled from a topographic map and have
 GZ2511.an estimated accuracy of +/- 6 seconds.
 GZ2511
 GZ2511.The orthometric height was determined by differential leveling
 GZ2511.and adjusted by the National Geodetic Survey in June 1991..
 GZ2511.WARNING-Repeat measurements at this control monument indicate possible
 GZ2511.vertical movement.
 GZ2511
 GZ2511.The geoid height was determined by GEOID03.
 GZ2511
 GZ2511.The dynamic height is computed by dividing the NAVD 88
 GZ2511.geopotential number by the normal gravity value computed on the
 GZ2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2511.degrees latitude (g = 980.6199 gals.).
 GZ2511
 GZ2511.The modeled gravity was interpolated from observed gravity values.
 GZ2511
 GZ2511;                    North         East    Units  Estimated Accuracy
 GZ2511;SPC KY1Z     - 1,090,370.    1,599,500.      MT  (+/- 180 meters Scaled)
 GZ2511
 GZ2511                          SUPERSEDED SURVEY CONTROL
 GZ2511
 GZ2511  NGVD 29 (??/??/92)  334.073  (m)         1096.04   (f) ADJ UNCH    1 2
 GZ2511
 GZ2511.Superseded values are not recommended for survey control.
 GZ2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2511.See file dsdata.txt to determine how the superseded data were derived.
 GZ2511
 GZ2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG104132(NAD 83)
 GZ2511_MARKER: DB = BENCH MARK DISK
 GZ2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2511_SP_SET: CONCRETE POST
 GZ2511_STAMPING: K 151 1950
 GZ2511_MARK LOGO: CGS   
 GZ2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2511+STABILITY: SURFACE MOTION
 GZ2511
 GZ2511  HISTORY     - Date     Condition        Report By
 GZ2511  HISTORY     - UNK      MONUMENTED
 GZ2511  HISTORY     - 1984     GOOD             NGS
 GZ2511  HISTORY     - 20050509 POOR             KYDT
 GZ2511
 GZ2511                          STATION DESCRIPTION
 GZ2511
 GZ2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GZ2511'RECOVERED IN GOOD CONDITION.
 GZ2511
 GZ2511                          STATION RECOVERY (2005)
 GZ2511
 GZ2511'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ2511'MARK IS AT A ROAD CROSSING LEADING TO KY HARDWOOD LUMBER COMPANY, 78.6
 GZ2511'FEET WEST OF CENTERLINE OF US 27, 55.5 FEET NORTHEAST OF CENTER OF
 GZ2511'CROSSING OF ROAD AND EAST TRACKS, 30 FEET NORTH OF CENTER OF ROAD,
 GZ2511'PROJECTING 8 INCHES, POST CHIPPED AND LEANING SLIGHTLY EAST, USE WITH
 GZ2511'CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0764 ***********************************************************************
 GZ0764  DESIGNATION -  K 152
 GZ0764  PID         -  GZ0764
 GZ0764  STATE/COUNTY-  KY/LINCOLN
 GZ0764  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0764
 GZ0764                         *CURRENT SURVEY CONTROL
 GZ0764  ___________________________________________________________________
 GZ0764* NAD 83(1986)-  37 27 58.     (N)    084 45 56.     (W)     SCALED    
 GZ0764* NAVD 88     -       294.042  (meters)     964.70   (feet)  ADJUSTED  
 GZ0764  ___________________________________________________________________
 GZ0764  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GZ0764  DYNAMIC HT  -         293.813 (meters)     963.95  (feet)  COMP
 GZ0764  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 GZ0764
 GZ0764  VERT ORDER  -  FIRST     CLASS II
 GZ0764
 GZ0764.The horizontal coordinates were scaled from a topographic map and have
 GZ0764.an estimated accuracy of +/- 6 seconds.
 GZ0764
 GZ0764.The orthometric height was determined by differential leveling
 GZ0764.and adjusted by the National Geodetic Survey in June 1991..
 GZ0764
 GZ0764.The geoid height was determined by GEOID03.
 GZ0764
 GZ0764.The dynamic height is computed by dividing the NAVD 88
 GZ0764.geopotential number by the normal gravity value computed on the
 GZ0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0764.degrees latitude (g = 980.6199 gals.).
 GZ0764
 GZ0764.The modeled gravity was interpolated from observed gravity values.
 GZ0764
 GZ0764;                    North         East    Units  Estimated Accuracy
 GZ0764;SPC KY1Z     - 1,126,180.    1,587,080.      MT  (+/- 180 meters Scaled)
 GZ0764
 GZ0764                          SUPERSEDED SURVEY CONTROL
 GZ0764
 GZ0764  NGVD 29 (??/??/92)  294.187  (m)          965.18   (f) ADJ UNCH    1 2
 GZ0764
 GZ0764.Superseded values are not recommended for survey control.
 GZ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0764.See file dsdata.txt to determine how the superseded data were derived.
 GZ0764
 GZ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG976489(NAD 83)
 GZ0764_MARKER: DB = BENCH MARK DISK
 GZ0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0764_SP_SET: CULVERT
 GZ0764_STAMPING: K 152 1950 965.179
 GZ0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0764
 GZ0764  HISTORY     - Date     Condition        Report By
 GZ0764  HISTORY     - 1950     MONUMENTED       CGS
 GZ0764  HISTORY     - 1958     GOOD             NGS
 GZ0764  HISTORY     - 1981     GOOD             KYDT
 GZ0764
 GZ0764                          STATION DESCRIPTION
 GZ0764
 GZ0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0764'0.8 MI N FROM MC KINNEY.
 GZ0764'ABOUT 0.85 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ0764'AT MC KINNEY, SET IN THE TOP OF THE NORTH END OF THE WEST HEAD
 GZ0764'WALL OF A 6-FOOT CONCRETE ARCH CULVERT, THE CULVERT IS 8 RAILS
 GZ0764'NORTH OF A PRIVATE ROAD CROSSING.  33 FEET NORTH OF THE CENTER
 GZ0764'OF A PRIVATE ROAD CROSSING, 23 FEET WEST OF THE WEST RAIL OF THE
 GZ0764'WEST TRACK AND ABOUT 10 FEET BELOW THE TRACK.
 GZ0764
 GZ0764                          STATION RECOVERY (1958)
 GZ0764
 GZ0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0764'RECOVERED IN GOOD CONDITION.
 GZ0764
 GZ0764                          STATION RECOVERY (1981)
 GZ0764
 GZ0764'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1287 ***********************************************************************
 GZ1287  DESIGNATION -  K 153
 GZ1287  PID         -  GZ1287
 GZ1287  STATE/COUNTY-  KY/BOYLE
 GZ1287  USGS QUAD   -  DANVILLE (1985)
 GZ1287
 GZ1287                         *CURRENT SURVEY CONTROL
 GZ1287  ___________________________________________________________________
 GZ1287* NAD 83(1986)-  37 40 36.     (N)    084 46 52.     (W)     SCALED    
 GZ1287* NAVD 88     -       280.697  (meters)     920.92   (feet)  ADJUSTED  
 GZ1287  ___________________________________________________________________
 GZ1287  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GZ1287  DYNAMIC HT  -         280.480 (meters)     920.21  (feet)  COMP
 GZ1287  MODELED GRAV-     979,848.2   (mgal)                       NAVD 88
 GZ1287
 GZ1287  VERT ORDER  -  FIRST     CLASS II
 GZ1287
 GZ1287.The horizontal coordinates were scaled from a topographic map and have
 GZ1287.an estimated accuracy of +/- 6 seconds.
 GZ1287
 GZ1287.The orthometric height was determined by differential leveling
 GZ1287.and adjusted by the National Geodetic Survey in June 1991..
 GZ1287
 GZ1287.The geoid height was determined by GEOID03.
 GZ1287
 GZ1287.The dynamic height is computed by dividing the NAVD 88
 GZ1287.geopotential number by the normal gravity value computed on the
 GZ1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1287.degrees latitude (g = 980.6199 gals.).
 GZ1287
 GZ1287.The modeled gravity was interpolated from observed gravity values.
 GZ1287
 GZ1287;                    North         East    Units  Estimated Accuracy
 GZ1287;SPC KY1Z     - 1,149,530.    1,585,460.      MT  (+/- 180 meters Scaled)
 GZ1287
 GZ1287                          SUPERSEDED SURVEY CONTROL
 GZ1287
 GZ1287  NGVD 29 (??/??/92)  280.846  (m)          921.41   (f) ADJ UNCH    1 2
 GZ1287
 GZ1287.Superseded values are not recommended for survey control.
 GZ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1287.See file dsdata.txt to determine how the superseded data were derived.
 GZ1287
 GZ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG956722(NAD 83)
 GZ1287_MARKER: DB = BENCH MARK DISK
 GZ1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1287_STAMPING: K 153 1950 921.409
 GZ1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1287+STABILITY: SURFACE MOTION
 GZ1287
 GZ1287  HISTORY     - Date     Condition        Report By
 GZ1287  HISTORY     - 1950     MONUMENTED       CGS
 GZ1287  HISTORY     - 1958     GOOD             NGS
 GZ1287
 GZ1287                          STATION DESCRIPTION
 GZ1287
 GZ1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1287'2.3 MI N FROM DANVILLE.
 GZ1287'ABOUT 2.3 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1287'STATION AT DANVILLE, AT A PRIVATE ROAD CROSSING, ABOUT 0.2
 GZ1287'MILE SOUTH OF A WOODEN OVERPASS OVER THE TRACKS, ABOUT 450 FEET
 GZ1287'NORTH-NORTHEAST AND ACROSS THE TRACKS FROM SEMAPHORE SIGNAL
 GZ1287'NO. 114.5, 141 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF
 GZ1287'THE PRIVATE ROAD AND EAST TRACK, 127 FEET SOUTH OF THE CENTER
 GZ1287'LINE OF THE ROAD, 45 FEET EAST OF THE EAST RAIL OF THE EAST
 GZ1287'TRACK, 34 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE NO. K 11,
 GZ1287'1 1/2 FEET WEST OF A STONE FENCE, 1 1/2 FEET SOUTH OF A WHITE
 GZ1287'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE
 GZ1287'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1287
 GZ1287                          STATION RECOVERY (1958)
 GZ1287
 GZ1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1224 ***********************************************************************
 GZ1224  DESIGNATION -  K 154
 GZ1224  PID         -  GZ1224
 GZ1224  STATE/COUNTY-  KY/JESSAMINE
 GZ1224  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1224
 GZ1224                         *CURRENT SURVEY CONTROL
 GZ1224  ___________________________________________________________________
 GZ1224* NAD 83(1986)-  37 57 30.     (N)    084 32 46.     (W)     SCALED    
 GZ1224* NAVD 88     -       315.270  (meters)    1034.35   (feet)  ADJUSTED  
 GZ1224  ___________________________________________________________________
 GZ1224  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GZ1224  DYNAMIC HT  -         315.034 (meters)    1033.57  (feet)  COMP
 GZ1224  MODELED GRAV-     979,872.0   (mgal)                       NAVD 88
 GZ1224
 GZ1224  VERT ORDER  -  FIRST     CLASS II
 GZ1224
 GZ1224.The horizontal coordinates were scaled from a topographic map and have
 GZ1224.an estimated accuracy of +/- 6 seconds.
 GZ1224
 GZ1224.The orthometric height was determined by differential leveling
 GZ1224.and adjusted by the National Geodetic Survey in June 1991..
 GZ1224
 GZ1224.The geoid height was determined by GEOID03.
 GZ1224
 GZ1224.The dynamic height is computed by dividing the NAVD 88
 GZ1224.geopotential number by the normal gravity value computed on the
 GZ1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1224.degrees latitude (g = 980.6199 gals.).
 GZ1224
 GZ1224.The modeled gravity was interpolated from observed gravity values.
 GZ1224
 GZ1224;                    North         East    Units  Estimated Accuracy
 GZ1224;SPC KY1Z     - 1,181,030.    1,605,790.      MT  (+/- 180 meters Scaled)
 GZ1224
 GZ1224                          SUPERSEDED SURVEY CONTROL
 GZ1224
 GZ1224  NGVD 29 (??/??/92)  315.418  (m)         1034.83   (f) ADJ UNCH    1 2
 GZ1224
 GZ1224.Superseded values are not recommended for survey control.
 GZ1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1224.See file dsdata.txt to determine how the superseded data were derived.
 GZ1224
 GZ1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH155040(NAD 83)
 GZ1224_MARKER: DB = BENCH MARK DISK
 GZ1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1224_SP_SET: CONCRETE POST
 GZ1224_STAMPING: K 154 1950 1034.834
 GZ1224_MARK LOGO: CGS   
 GZ1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1224+STABILITY: SURFACE MOTION
 GZ1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1224+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2003
 GZ1224
 GZ1224  HISTORY     - Date     Condition        Report By
 GZ1224  HISTORY     - 1950     MONUMENTED       CGS
 GZ1224  HISTORY     - 1958     GOOD             NGS
 GZ1224  HISTORY     - 1981     GOOD             KYDT
 GZ1224  HISTORY     - 1984     GOOD             NGS
 GZ1224  HISTORY     - 20030928 GOOD             GEOCAC
 GZ1224
 GZ1224                          STATION DESCRIPTION
 GZ1224
 GZ1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1224'6.2 MI S FROM LEXINGTON.
 GZ1224'ABOUT 6.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ1224'AT LEXINGTON, ABOUT 5.45 MILES NORTH OF THE STATION A NICHOLASVILLE,
 GZ1224'AT THE FLAG STATION AT BRANNON, 124 FEET SOUTH AND ACROSS A ROAD
 GZ1224'FROM THE SOUTHEAST CORNER OF THE FLAG STATION, 46 FEET EAST OF THE
 GZ1224'EAST RAIL OF THE EAST MAIN TRACK, 33 FEET EAST OF THE EAST RAIL
 GZ1224'OF A SIDE TRACK, 44 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12
 GZ1224'FEET SOUTH OF A TELEPHONE POLE, 17 FEET NORTHWEST OF THE SOUTHWEST
 GZ1224'CORNER OF AN OLD STORE BUILDING, 1 1/2 FEET SOUTH OF A WHITE
 GZ1224'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE TRACK AND SET IN THE
 GZ1224'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1224
 GZ1224                          STATION RECOVERY (1958)
 GZ1224
 GZ1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1224'RECOVERED IN GOOD CONDITION.
 GZ1224
 GZ1224                          STATION RECOVERY (1981)
 GZ1224
 GZ1224'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1224'RECOVERED IN GOOD CONDITION.
 GZ1224
 GZ1224                          STATION RECOVERY (1984)
 GZ1224
 GZ1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ1224'RECOVERED IN GOOD CONDITION.
 GZ1224
 GZ1224                          STATION RECOVERY (2003)
 GZ1224
 GZ1224'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 GZ1224'RECOVERED. MANY 1950 LANDMARKS MISSING.  ONLY TWO LANDMARKS REMAINING
 GZ1224'ARE '44 FEET SOUTH OF CENTER LINE OF THE (BRANNON PIKE) ROAD' AND '46
 GZ1224'FEET EAST OF THE EAST RAIL OF THE EAST MAIN TRACK.'  GONE- 1) SIDE
 GZ1224'TRACK, 2)FLAG TOWER WITHIN 250 FEET, 3) OLD STORE BUILDING, ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0867 ***********************************************************************
 GZ0867  DESIGNATION -  K 155
 GZ0867  PID         -  GZ0867
 GZ0867  STATE/COUNTY-  KY/LINCOLN
 GZ0867  USGS QUAD   -  HALLS GAP (1987)
 GZ0867
 GZ0867                         *CURRENT SURVEY CONTROL
 GZ0867  ___________________________________________________________________
 GZ0867* NAD 83(1986)-  37 29 02.     (N)    084 37 51.     (W)     SCALED    
 GZ0867* NAVD 88     -       289.034  (meters)     948.27   (feet)  ADJUSTED  
 GZ0867  ___________________________________________________________________
 GZ0867  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GZ0867  DYNAMIC HT  -         288.808 (meters)     947.53  (feet)  COMP
 GZ0867  MODELED GRAV-     979,841.9   (mgal)                       NAVD 88
 GZ0867
 GZ0867  VERT ORDER  -  SECOND    CLASS 0
 GZ0867
 GZ0867.The horizontal coordinates were scaled from a topographic map and have
 GZ0867.an estimated accuracy of +/- 6 seconds.
 GZ0867
 GZ0867.The orthometric height was determined by differential leveling
 GZ0867.and adjusted by the National Geodetic Survey in June 1991..
 GZ0867
 GZ0867.The geoid height was determined by GEOID03.
 GZ0867
 GZ0867.The dynamic height is computed by dividing the NAVD 88
 GZ0867.geopotential number by the normal gravity value computed on the
 GZ0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0867.degrees latitude (g = 980.6199 gals.).
 GZ0867
 GZ0867.The modeled gravity was interpolated from observed gravity values.
 GZ0867
 GZ0867;                    North         East    Units  Estimated Accuracy
 GZ0867;SPC KY1Z     - 1,128,290.    1,598,980.      MT  (+/- 180 meters Scaled)
 GZ0867
 GZ0867                          SUPERSEDED SURVEY CONTROL
 GZ0867
 GZ0867  NGVD 29 (??/??/92)  289.176  (m)          948.74   (f) ADJ UNCH    2 0
 GZ0867
 GZ0867.Superseded values are not recommended for survey control.
 GZ0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0867.See file dsdata.txt to determine how the superseded data were derived.
 GZ0867
 GZ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG094511(NAD 83)
 GZ0867_MARKER: DB = BENCH MARK DISK
 GZ0867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0867_SP_SET: BRIDGE
 GZ0867_STAMPING: K 155 1950 948.738
 GZ0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0867
 GZ0867  HISTORY     - Date     Condition        Report By
 GZ0867  HISTORY     - 1950     MONUMENTED       CGS
 GZ0867  HISTORY     - 1958     GOOD             NGS
 GZ0867  HISTORY     - 1981     GOOD             KYDT
 GZ0867
 GZ0867                          STATION DESCRIPTION
 GZ0867
 GZ0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0867'2.1 MI N FROM HALLS GAP.
 GZ0867'ABOUT 2.1 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE FAIRVIEW
 GZ0867'BAPTIST CHURCH AT HALLS GAP, AT THE JUNCTION OF A ROAD SOUTHEAST
 GZ0867'TO MAYWOOD, SET IN THE TOP OF THE NORTH END OF THE EAST HEAD
 GZ0867'WALL OF A 16-FOOT CONCRETE BIRDGE, 138 FEET SOUTH OF THE CENTER
 GZ0867'OF THE JUNCTION OF THE MAYWOOD ROAD, 13 1/2 FEET EAST OF THE
 GZ0867'CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
 GZ0867'NOTE-- MARK IS ABOUT 0.9 MILE NORTHWEST ALONG A GRAVEL ROAD
 GZ0867'FROM THE LOUISVILLE AND NASHVILLE RAILROAD AT MAYWOOD.
 GZ0867
 GZ0867                          STATION RECOVERY (1958)
 GZ0867
 GZ0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0867'RECOVERED IN GOOD CONDITION.
 GZ0867
 GZ0867                          STATION RECOVERY (1981)
 GZ0867
 GZ0867'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2872 ***********************************************************************
 GY2872  DESIGNATION -  K 156
 GY2872  PID         -  GY2872
 GY2872  STATE/COUNTY-  KY/LEE
 GY2872  USGS QUAD   -  TALLEGA (1976)
 GY2872
 GY2872                         *CURRENT SURVEY CONTROL
 GY2872  ___________________________________________________________________
 GY2872* NAD 83(1986)-  37 33 56.     (N)    083 36 51.     (W)     SCALED    
 GY2872* NAVD 88     -       215.708  (meters)     707.70   (feet)  ADJUSTED  
 GY2872  ___________________________________________________________________
 GY2872  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GY2872  DYNAMIC HT  -         215.543 (meters)     707.16  (feet)  COMP
 GY2872  MODELED GRAV-     979,857.9   (mgal)                       NAVD 88
 GY2872
 GY2872  VERT ORDER  -  FIRST     CLASS II
 GY2872
 GY2872.The horizontal coordinates were scaled from a topographic map and have
 GY2872.an estimated accuracy of +/- 6 seconds.
 GY2872
 GY2872.The orthometric height was determined by differential leveling
 GY2872.and adjusted by the National Geodetic Survey in June 1991..
 GY2872
 GY2872.The geoid height was determined by GEOID03.
 GY2872
 GY2872.The dynamic height is computed by dividing the NAVD 88
 GY2872.geopotential number by the normal gravity value computed on the
 GY2872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2872.degrees latitude (g = 980.6199 gals.).
 GY2872
 GY2872.The modeled gravity was interpolated from observed gravity values.
 GY2872
 GY2872;                    North         East    Units  Estimated Accuracy
 GY2872;SPC KY1Z     - 1,138,910.    1,688,670.      MT  (+/- 180 meters Scaled)
 GY2872
 GY2872                          SUPERSEDED SURVEY CONTROL
 GY2872
 GY2872  NGVD 29 (??/??/92)  215.873  (m)          708.24   (f) ADJ UNCH    1 2
 GY2872
 GY2872.Superseded values are not recommended for survey control.
 GY2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2872.See file dsdata.txt to determine how the superseded data were derived.
 GY2872
 GY2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB691608(NAD 83)
 GY2872_MARKER: DB = BENCH MARK DISK
 GY2872_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2872_SP_SET: TUNNEL
 GY2872_STAMPING: K 156 1950 708.243
 GY2872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2872
 GY2872  HISTORY     - Date     Condition        Report By
 GY2872  HISTORY     - 1950     MONUMENTED       CGS
 GY2872  HISTORY     - 1958     GOOD             NGS
 GY2872
 GY2872                          STATION DESCRIPTION
 GY2872
 GY2872'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2872'1.6 MI W FROM TALLEGA.
 GY2872'ABOUT 1.65 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY2872'FROM THE STATION AT TALLEGA, AT THE WEST END OF TYLER TUNNEL, SET
 GY2872'VERTICALLY IN THE WEST CONCRETE FACE AT WEST END OF TUNNEL, 8.8
 GY2872'FEET SOUTH OF THE SOUTH RAIL, 3 FEET SOUTH OF SOUTH TUNNEL WALL
 GY2872'AND ABOUT 3 FEET ABOVE THE TRACK.
 GY2872
 GY2872                          STATION RECOVERY (1958)
 GY2872
 GY2872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2818 ***********************************************************************
 GY2818  DESIGNATION -  K 158
 GY2818  PID         -  GY2818
 GY2818  STATE/COUNTY-  KY/POWELL
 GY2818  USGS QUAD   -  STANTON (1966)
 GY2818
 GY2818                         *CURRENT SURVEY CONTROL
 GY2818  ___________________________________________________________________
 GY2818* NAD 83(1986)-  37 49 43.     (N)    083 47 54.     (W)     SCALED    
 GY2818* NAVD 88     -       201.898  (meters)     662.39   (feet)  ADJUSTED  
 GY2818  ___________________________________________________________________
 GY2818  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GY2818  DYNAMIC HT  -         201.750 (meters)     661.91  (feet)  COMP
 GY2818  MODELED GRAV-     979,893.8   (mgal)                       NAVD 88
 GY2818
 GY2818  VERT ORDER  -  FIRST     CLASS II
 GY2818
 GY2818.The horizontal coordinates were scaled from a topographic map and have
 GY2818.an estimated accuracy of +/- 6 seconds.
 GY2818
 GY2818.The orthometric height was determined by differential leveling
 GY2818.and adjusted by the National Geodetic Survey in June 1991..
 GY2818
 GY2818.The geoid height was determined by GEOID03.
 GY2818
 GY2818.The dynamic height is computed by dividing the NAVD 88
 GY2818.geopotential number by the normal gravity value computed on the
 GY2818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2818.degrees latitude (g = 980.6199 gals.).
 GY2818
 GY2818.The modeled gravity was interpolated from observed gravity values.
 GY2818
 GY2818;                    North         East    Units  Estimated Accuracy
 GY2818;SPC KY1Z     - 1,167,750.    1,671,790.      MT  (+/- 180 meters Scaled)
 GY2818
 GY2818                          SUPERSEDED SURVEY CONTROL
 GY2818
 GY2818  NGVD 29 (??/??/92)  202.057  (m)          662.92   (f) ADJ UNCH    1 2
 GY2818
 GY2818.Superseded values are not recommended for survey control.
 GY2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2818.See file dsdata.txt to determine how the superseded data were derived.
 GY2818
 GY2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB537904(NAD 83)
 GY2818_MARKER: DB = BENCH MARK DISK
 GY2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2818_STAMPING: K 158 1950 662.915
 GY2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2818+STABILITY: SURFACE MOTION
 GY2818
 GY2818  HISTORY     - Date     Condition        Report By
 GY2818  HISTORY     - 1950     MONUMENTED       CGS
 GY2818  HISTORY     - 1958     GOOD             NGS
 GY2818  HISTORY     - 1979     GOOD             DOD
 GY2818
 GY2818                          STATION DESCRIPTION
 GY2818
 GY2818'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2818'2 MI NW FROM BOWEN.
 GY2818'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 GY2818'OFFICE AT BOWEN, 225 FEET NORTHWEST OF THE CENTER OF THE NORTHEAST
 GY2818'END OF A 24-INCH PIPE CULVERT WITH CONCRETE HEAD WALLS, 142 FEET
 GY2818'SOUTHEAST OF THE CENTER OF THE NORTHEAST END OF A 24-INCH PIPE
 GY2818'CULVERT WITH CONCRETE HEAD WALLS, 26 FEET NORTHEAST OF THE
 GY2818'CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF A FENCE LINE, 25
 GY2818'FEET SOUTHEAST OF A FENCE CORNER, 19 FEET NORTHWEST OF A POWER POLE,
 GY2818'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT
 GY2818'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2818'4 INCHES.
 GY2818
 GY2818                          STATION RECOVERY (1958)
 GY2818
 GY2818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2818'RECOVERED IN GOOD CONDITION.
 GY2818
 GY2818                          STATION RECOVERY (1979)
 GY2818
 GY2818'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 GY2818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0012 ***********************************************************************
 GZ0012  DESIGNATION -  K 159
 GZ0012  PID         -  GZ0012
 GZ0012  STATE/COUNTY-  KY/CLARK
 GZ0012  USGS QUAD   -  HEDGES (1976)
 GZ0012
 GZ0012                         *CURRENT SURVEY CONTROL
 GZ0012  ___________________________________________________________________
 GZ0012* NAD 83(1986)-  37 58 28.     (N)    084 04 44.     (W)     SCALED    
 GZ0012* NAVD 88     -       290.702  (meters)     953.74   (feet)  ADJUSTED  
 GZ0012  ___________________________________________________________________
 GZ0012  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 GZ0012  DYNAMIC HT  -         290.485 (meters)     953.03  (feet)  COMP
 GZ0012  MODELED GRAV-     979,876.0   (mgal)                       NAVD 88
 GZ0012
 GZ0012  VERT ORDER  -  FIRST     CLASS II
 GZ0012
 GZ0012.The horizontal coordinates were scaled from a topographic map and have
 GZ0012.an estimated accuracy of +/- 6 seconds.
 GZ0012
 GZ0012.The orthometric height was determined by differential leveling
 GZ0012.and adjusted by the National Geodetic Survey in June 1991..
 GZ0012
 GZ0012.The geoid height was determined by GEOID03.
 GZ0012
 GZ0012.The dynamic height is computed by dividing the NAVD 88
 GZ0012.geopotential number by the normal gravity value computed on the
 GZ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0012.degrees latitude (g = 980.6199 gals.).
 GZ0012
 GZ0012.The modeled gravity was interpolated from observed gravity values.
 GZ0012
 GZ0012;                    North         East    Units  Estimated Accuracy
 GZ0012;SPC KY1Z     - 1,183,450.    1,646,810.      MT  (+/- 180 meters Scaled)
 GZ0012
 GZ0012                          SUPERSEDED SURVEY CONTROL
 GZ0012
 GZ0012  NGVD 29 (??/??/92)  290.846  (m)          954.22   (f) ADJ UNCH    1 2
 GZ0012
 GZ0012.Superseded values are not recommended for survey control.
 GZ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0012.See file dsdata.txt to determine how the superseded data were derived.
 GZ0012
 GZ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH565070(NAD 83)
 GZ0012_MARKER: DB = BENCH MARK DISK
 GZ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0012_STAMPING: K 159 1950 954.217
 GZ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0012+STABILITY: SURFACE MOTION
 GZ0012
 GZ0012  HISTORY     - Date     Condition        Report By
 GZ0012  HISTORY     - 1950     MONUMENTED       CGS
 GZ0012  HISTORY     - 1958     GOOD             NGS
 GZ0012
 GZ0012                          STATION DESCRIPTION
 GZ0012
 GZ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0012'0.8 MI NW FROM PILOT VIEW.
 GZ0012'ABOUT 0.75 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE
 GZ0012'CONSOLIDATED SCHOOL AT PILOT VIEW, AT THE JUNCTION OF
 GZ0012'STONER-EPHESES ROAD LEADING EAST, 52 1/2 FEET NORTH OF THE
 GZ0012'NORTHWEST END OF THE NORTHEAST BANISTER OF A CONCRETE BRIDGE
 GZ0012'OVER STONER CREEK, 42 FEET NORTHEAST OF THE CENTER LINE OF THE
 GZ0012'HIGHWAY 20 FEET EAST OF THE CENTER LINE OF THE MILLER HUNT ROAD
 GZ0012'LEADING NORTH, 15 FEET NORTH OF THE CENTER LINE OF STONER-EPHESES
 GZ0012'ROAD LEADING EAST, 5 FEET EAST OF A FENCE CORNER, 64 FEET
 GZ0012'NORTH-NORTHEAST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE
 GZ0012'NO. 259, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2
 GZ0012'FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ0012'PROJECTING 3 INCHES.
 GZ0012
 GZ0012                          STATION RECOVERY (1958)
 GZ0012
 GZ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0902 ***********************************************************************
 GY0902  DESIGNATION -  K 16
 GY0902  PID         -  GY0902
 GY0902  STATE/COUNTY-  KY/LETCHER
 GY0902  USGS QUAD   -  JENKINS WEST (1992)
 GY0902
 GY0902                         *CURRENT SURVEY CONTROL
 GY0902  ___________________________________________________________________
 GY0902* NAD 83(1986)-  37 10 45.     (N)    082 42 54.     (W)     SCALED    
 GY0902* NAVD 88     -       390.876  (meters)    1282.40   (feet)  ADJUSTED  
 GY0902  ___________________________________________________________________
 GY0902  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GY0902  DYNAMIC HT  -         390.545 (meters)    1281.31  (feet)  COMP
 GY0902  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 GY0902
 GY0902  VERT ORDER  -  FIRST     CLASS I
 GY0902
 GY0902.The horizontal coordinates were scaled from a topographic map and have
 GY0902.an estimated accuracy of +/- 6 seconds.
 GY0902
 GY0902.The orthometric height was determined by differential leveling
 GY0902.and adjusted by the National Geodetic Survey in June 1991..
 GY0902.WARNING-Repeat measurements at this control monument indicate possible
 GY0902.vertical movement.
 GY0902
 GY0902.The geoid height was determined by GEOID03.
 GY0902
 GY0902.The dynamic height is computed by dividing the NAVD 88
 GY0902.geopotential number by the normal gravity value computed on the
 GY0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0902.degrees latitude (g = 980.6199 gals.).
 GY0902
 GY0902.The modeled gravity was interpolated from observed gravity values.
 GY0902
 GY0902;                    North         East    Units  Estimated Accuracy
 GY0902;SPC KY1Z     - 1,098,260.    1,769,460.      MT  (+/- 180 meters Scaled)
 GY0902
 GY0902                          SUPERSEDED SURVEY CONTROL
 GY0902
 GY0902  NGVD 29 (??/??/92)  391.030  (m)         1282.90   (f) ADJ UNCH    1 1
 GY0902
 GY0902.Superseded values are not recommended for survey control.
 GY0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0902.See file dsdata.txt to determine how the superseded data were derived.
 GY0902
 GY0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB477161(NAD 83)
 GY0902_MARKER: DB = BENCH MARK DISK
 GY0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0902_STAMPING: K 16 1930 1282.937
 GY0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0902+STABILITY: SURFACE MOTION
 GY0902
 GY0902  HISTORY     - Date     Condition        Report By
 GY0902  HISTORY     - 1930     MONUMENTED       CGS
 GY0902  HISTORY     - 1967     GOOD             NGS
 GY0902
 GY0902                          STATION DESCRIPTION
 GY0902
 GY0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0902'6.4 MI W FROM JENKINS.
 GY0902'ABOUT 6.4 MILES WEST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 GY0902'AT JENKINS, 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 119 FROM THE
 GY0902'JUNCTION OF U.S. HIGHWAY 119 AND STATE HIGHWAY 317 AT NEON
 GY0902'JUNCTION, 40 FEET EAST OF THE CENTER OF THE CROSSING OF THE
 GY0902'HIGHWAY AND AN ABANDONED RAILROAD, 33 1/2 FEET SOUTHEAST OF THE
 GY0902'SOUTH END OF THE EAST CONCRETE HEAD WALL OF A HIGHWAY BRIDGE
 GY0902'OVER POTTER CREEK, 9 1/2 FEET SOUTH OF THE SOUTH RAIL OF AN
 GY0902'ABANDONED RAILROAD TRACK, 53 YARDS EAST OF BENCH MARK J 16, 1.6
 GY0902'FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 GY0902'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL
 GY0902'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0653 ***********************************************************************
 HZ0653  DESIGNATION -  K 160
 HZ0653  PID         -  HZ0653
 HZ0653  STATE/COUNTY-  KY/BOONE
 HZ0653  USGS QUAD   -  RISING SUN (1994)
 HZ0653
 HZ0653                         *CURRENT SURVEY CONTROL
 HZ0653  ___________________________________________________________________
 HZ0653* NAD 83(1986)-  38 59 39.     (N)    084 49 29.     (W)     SCALED    
 HZ0653* NAVD 88     -       157.941  (meters)     518.18   (feet)  ADJUSTED  
 HZ0653  ___________________________________________________________________
 HZ0653  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 HZ0653  DYNAMIC HT  -         157.842 (meters)     517.85  (feet)  COMP
 HZ0653  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 HZ0653
 HZ0653  VERT ORDER  -  FIRST     CLASS II
 HZ0653
 HZ0653.The horizontal coordinates were scaled from a topographic map and have
 HZ0653.an estimated accuracy of +/- 6 seconds.
 HZ0653
 HZ0653.The orthometric height was determined by differential leveling
 HZ0653.and adjusted by the National Geodetic Survey in June 1991..
 HZ0653
 HZ0653.The geoid height was determined by GEOID03.
 HZ0653
 HZ0653.The dynamic height is computed by dividing the NAVD 88
 HZ0653.geopotential number by the normal gravity value computed on the
 HZ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0653.degrees latitude (g = 980.6199 gals.).
 HZ0653
 HZ0653.The modeled gravity was interpolated from observed gravity values.
 HZ0653
 HZ0653;                    North         East    Units  Estimated Accuracy
 HZ0653;SPC KY1Z     - 1,295,720.    1,580,170.      MT  (+/- 180 meters Scaled)
 HZ0653
 HZ0653                          SUPERSEDED SURVEY CONTROL
 HZ0653
 HZ0653  NGVD 29 (??/??/92)  158.150  (m)          518.86   (f) ADJ UNCH    1 2
 HZ0653
 HZ0653.Superseded values are not recommended for survey control.
 HZ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0653.See file dsdata.txt to determine how the superseded data were derived.
 HZ0653
 HZ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ883183(NAD 83)
 HZ0653_MARKER: DB = BENCH MARK DISK
 HZ0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0653_STAMPING: K 160 1950
 HZ0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0653+STABILITY: SURFACE MOTION
 HZ0653
 HZ0653  HISTORY     - Date     Condition        Report By
 HZ0653  HISTORY     - 1950     MONUMENTED       CGS
 HZ0653  HISTORY     - 1964     GOOD             NGS
 HZ0653
 HZ0653                          STATION DESCRIPTION
 HZ0653
 HZ0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HZ0653'0.9 MI NE FROM BELLEVIEW.
 HZ0653'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 18 FROM THE SCHOOL AT
 HZ0653'BELLEVIEW, AT THE JUNCTION OF STATE HIGHWAY 20, 97 FEET NORTHWEST
 HZ0653'OF THE CENTER LINE OF STATE HIGHWAY 18, 57 1/2 FEET NORTHEAST OF
 HZ0653'THE CENTER LINE OF STATE HIGHWAY 20, 1 FOOT SOUTH OF A FENCE
 HZ0653'LINE, 43 FEET EAST OF A FENCE CORNER, 80 FEET WEST OF A FENCE
 HZ0653'CORNER, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 HZ0653'THE HIGHWAYS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0653'5 INCHES.  NOTE-- THE MARK IS 1 FOOT SOUTHEAST OF A STEEL WITNESS
 HZ0653'POST.
 HZ0653
 HZ0653                          STATION RECOVERY (1964)
 HZ0653
 HZ0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0097 ***********************************************************************
 GZ0097  DESIGNATION -  K 161
 GZ0097  PID         -  GZ0097
 GZ0097  STATE/COUNTY-  KY/MADISON
 GZ0097  USGS QUAD   -  BIGHILL (1979)
 GZ0097
 GZ0097                         *CURRENT SURVEY CONTROL
 GZ0097  ___________________________________________________________________
 GZ0097* NAD 83(1986)-  37 33 08.     (N)    084 14 24.     (W)     SCALED    
 GZ0097* NAVD 88     -       302.287  (meters)     991.75   (feet)  ADJUSTED  
 GZ0097  ___________________________________________________________________
 GZ0097  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GZ0097  DYNAMIC HT  -         302.058 (meters)     991.00  (feet)  COMP
 GZ0097  MODELED GRAV-     979,864.3   (mgal)                       NAVD 88
 GZ0097
 GZ0097  VERT ORDER  -  SECOND    CLASS 0
 GZ0097
 GZ0097.The horizontal coordinates were scaled from a topographic map and have
 GZ0097.an estimated accuracy of +/- 6 seconds.
 GZ0097
 GZ0097.The orthometric height was determined by differential leveling
 GZ0097.and adjusted by the National Geodetic Survey in June 1991..
 GZ0097
 GZ0097.The geoid height was determined by GEOID03.
 GZ0097
 GZ0097.The dynamic height is computed by dividing the NAVD 88
 GZ0097.geopotential number by the normal gravity value computed on the
 GZ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0097.degrees latitude (g = 980.6199 gals.).
 GZ0097
 GZ0097.The modeled gravity was interpolated from observed gravity values.
 GZ0097
 GZ0097;                    North         East    Units  Estimated Accuracy
 GZ0097;SPC KY1Z     - 1,136,360.    1,633,410.      MT  (+/- 180 meters Scaled)
 GZ0097
 GZ0097                          SUPERSEDED SURVEY CONTROL
 GZ0097
 GZ0097  NGVD 29 (??/??/92)  302.437  (m)          992.25   (f) ADJ UNCH    2 0
 GZ0097
 GZ0097.Superseded values are not recommended for survey control.
 GZ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0097.See file dsdata.txt to determine how the superseded data were derived.
 GZ0097
 GZ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG438597(NAD 83)
 GZ0097_MARKER: DB = BENCH MARK DISK
 GZ0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0097_STAMPING: K 161 1950 992.245
 GZ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0097+STABILITY: SURFACE MOTION
 GZ0097
 GZ0097  HISTORY     - Date     Condition        Report By
 GZ0097  HISTORY     - 1950     MONUMENTED       CGS
 GZ0097  HISTORY     - 1957     GOOD             NGS
 GZ0097
 GZ0097                          STATION DESCRIPTION
 GZ0097
 GZ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0097'1.8 MI W FROM BIG HILL.
 GZ0097'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION
 GZ0097'OF U.S. HIGHWAY 421 AND POST OFFICE AT BIG HILL, 28 1/2 FEET
 GZ0097'SOUTH OF THE CENTER LINE OF THE HIGHWAY ON OUTSIDE OF CURVE, 32
 GZ0097'FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH TO
 GZ0097'BEREA COLLEGE WATERSHED, 1 FOOT NORTH OF A FENCE LINE, 16 1/2
 GZ0097'FEET EAST OF A FENCE CORNER, 18 1/2 FEET EAST OF A TELEPHONE
 GZ0097'POLE, 7 FEET SOUTHWEST OF AN 8-INCH TOPPED GUM TREE, 1 1/2
 GZ0097'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ0097'PROJECTING 3 INCHES.
 GZ0097
 GZ0097                          STATION RECOVERY (1957)
 GZ0097
 GZ0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0324 ***********************************************************************
 GZ0324  DESIGNATION -  K 162
 GZ0324  PID         -  GZ0324
 GZ0324  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0324  USGS QUAD   -  JOHNETTA (1987)
 GZ0324
 GZ0324                         *CURRENT SURVEY CONTROL
 GZ0324  ___________________________________________________________________
 GZ0324* NAD 83(1986)-  37 22 57.     (N)    084 14 36.     (W)     SCALED    
 GZ0324* NAVD 88     -       407.402  (meters)    1336.62   (feet)  ADJUSTED  
 GZ0324  ___________________________________________________________________
 GZ0324  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GZ0324  DYNAMIC HT  -         407.093 (meters)    1335.60  (feet)  COMP
 GZ0324  MODELED GRAV-     979,858.9   (mgal)                       NAVD 88
 GZ0324
 GZ0324  VERT ORDER  -  SECOND    CLASS 0
 GZ0324
 GZ0324.The horizontal coordinates were scaled from a topographic map and have
 GZ0324.an estimated accuracy of +/- 6 seconds.
 GZ0324
 GZ0324.The orthometric height was determined by differential leveling
 GZ0324.and adjusted by the National Geodetic Survey in June 1991..
 GZ0324
 GZ0324.The geoid height was determined by GEOID03.
 GZ0324
 GZ0324.The dynamic height is computed by dividing the NAVD 88
 GZ0324.geopotential number by the normal gravity value computed on the
 GZ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0324.degrees latitude (g = 980.6199 gals.).
 GZ0324
 GZ0324.The modeled gravity was interpolated from observed gravity values.
 GZ0324
 GZ0324;                    North         East    Units  Estimated Accuracy
 GZ0324;SPC KY1Z     - 1,117,520.    1,633,420.      MT  (+/- 180 meters Scaled)
 GZ0324
 GZ0324                          SUPERSEDED SURVEY CONTROL
 GZ0324
 GZ0324  NGVD 29 (??/??/92)  407.566  (m)         1337.16   (f) ADJ UNCH    2 0
 GZ0324
 GZ0324.Superseded values are not recommended for survey control.
 GZ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0324.See file dsdata.txt to determine how the superseded data were derived.
 GZ0324
 GZ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG440408(NAD 83)
 GZ0324_MARKER: DB = BENCH MARK DISK
 GZ0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0324_STAMPING: K 162 1950 1337.156
 GZ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0324+STABILITY: SURFACE MOTION
 GZ0324
 GZ0324  HISTORY     - Date     Condition        Report By
 GZ0324  HISTORY     - 1950     MONUMENTED       CGS
 GZ0324  HISTORY     - 1957     GOOD             NGS
 GZ0324
 GZ0324                          STATION DESCRIPTION
 GZ0324
 GZ0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0324'2.3 MI E FROM BRUSH CREEK.
 GZ0324'ABOUT 2.3 MILES EAST ALONG A NEW ROAD LEADING TO GREAT SALTPETER
 GZ0324'CAVE FROM ORLANDO POST OFFICE AT BRUSH CREEK, ABOUT 0.15 MILE
 GZ0324'NORTHEAST OF A FARM HOUSE, ABOUT 27 YARDS WEST-SOUTHWEST OF THE
 GZ0324'TOP OF A GRADE, 35 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 GZ0324'8 FEET NORTH OF A TRIANGULAR BLAZED 14-INCH OAK TREE, 2 FEET
 GZ0324'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GZ0324'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ0324
 GZ0324                          STATION RECOVERY (1957)
 GZ0324
 GZ0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0340 ***********************************************************************
 GZ0340  DESIGNATION -  K 163
 GZ0340  PID         -  GZ0340
 GZ0340  STATE/COUNTY-  KY/JACKSON
 GZ0340  USGS QUAD   -  JOHNETTA (1987)
 GZ0340
 GZ0340                         *CURRENT SURVEY CONTROL
 GZ0340  ___________________________________________________________________
 GZ0340* NAD 83(1986)-  37 26 16.     (N)    084 10 32.     (W)     SCALED    
 GZ0340* NAVD 88     -       450.058  (meters)    1476.57   (feet)  ADJUSTED  
 GZ0340  ___________________________________________________________________
 GZ0340  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GZ0340  DYNAMIC HT  -         449.710 (meters)    1475.42  (feet)  COMP
 GZ0340  MODELED GRAV-     979,844.3   (mgal)                       NAVD 88
 GZ0340
 GZ0340  VERT ORDER  -  SECOND    CLASS 0
 GZ0340
 GZ0340.The horizontal coordinates were scaled from a topographic map and have
 GZ0340.an estimated accuracy of +/- 6 seconds.
 GZ0340
 GZ0340.The orthometric height was determined by differential leveling
 GZ0340.and adjusted by the National Geodetic Survey in June 1991..
 GZ0340
 GZ0340.The geoid height was determined by GEOID03.
 GZ0340
 GZ0340.The dynamic height is computed by dividing the NAVD 88
 GZ0340.geopotential number by the normal gravity value computed on the
 GZ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0340.degrees latitude (g = 980.6199 gals.).
 GZ0340
 GZ0340.The modeled gravity was interpolated from observed gravity values.
 GZ0340
 GZ0340;                    North         East    Units  Estimated Accuracy
 GZ0340;SPC KY1Z     - 1,123,750.    1,639,320.      MT  (+/- 180 meters Scaled)
 GZ0340
 GZ0340                          SUPERSEDED SURVEY CONTROL
 GZ0340
 GZ0340  NGVD 29 (??/??/92)  450.211  (m)         1477.07   (f) ADJ UNCH    2 0
 GZ0340
 GZ0340.Superseded values are not recommended for survey control.
 GZ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0340.See file dsdata.txt to determine how the superseded data were derived.
 GZ0340
 GZ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG498471(NAD 83)
 GZ0340_MARKER: DB = BENCH MARK DISK
 GZ0340_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0340_SP_SET: ROCK CUT
 GZ0340_STAMPING: K 163 1950 1477.067
 GZ0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0340+STABILITY: POSITION/ELEVATION WELL
 GZ0340
 GZ0340  HISTORY     - Date     Condition        Report By
 GZ0340  HISTORY     - 1950     MONUMENTED       CGS
 GZ0340  HISTORY     - 1957     GOOD             NGS
 GZ0340
 GZ0340                          STATION DESCRIPTION
 GZ0340
 GZ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0340'2.7 MI SE FROM THREE LINKS.
 GZ0340'ABOUT 2.7 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING THE
 GZ0340'JACKSON-ROCKCASTLE COUNTY LINE FROM THE POST OFFICE AT THREE
 GZ0340'LINKS, ABOUT 0.1 MILE NORTH OF THE DINING HALL OF THREE LINKS
 GZ0340'BAPTIST CAMP, SET IN THE TOP OF ROCK LEDGE IN CUT, 13 1/2
 GZ0340'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTHEAST
 GZ0340'OF THE SOUTHWEST EDGE OF ROCK CUT, DIRECTLY ABOVE A 1-FOOT
 GZ0340'TRIANGLE CHISELED IN SOUTHWEST FACE OF ROCK CUT, ABOUT 11 YARDS
 GZ0340'NORTH OF A BREAK IN GRADE AND ABOUT 3 FEET ABOVE THE ROAD.
 GZ0340'NOTE-- THE MARK IS MUTILATED BUT SOLID.
 GZ0340
 GZ0340                          STATION RECOVERY (1957)
 GZ0340
 GZ0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0351 ***********************************************************************
 GZ0351  DESIGNATION -  K 164
 GZ0351  PID         -  GZ0351
 GZ0351  STATE/COUNTY-  KY/JACKSON
 GZ0351  USGS QUAD   -  SANDGAP (1976)
 GZ0351
 GZ0351                         *CURRENT SURVEY CONTROL
 GZ0351  ___________________________________________________________________
 GZ0351* NAD 83(1986)-  37 25 19.     (N)    084 01 35.     (W)     SCALED    
 GZ0351* NAVD 88     -       315.046  (meters)    1033.61   (feet)  ADJUSTED  
 GZ0351  ___________________________________________________________________
 GZ0351  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GZ0351  DYNAMIC HT  -         314.797 (meters)    1032.80  (feet)  COMP
 GZ0351  MODELED GRAV-     979,831.8   (mgal)                       NAVD 88
 GZ0351
 GZ0351  VERT ORDER  -  SECOND    CLASS 0
 GZ0351
 GZ0351.The horizontal coordinates were scaled from a topographic map and have
 GZ0351.an estimated accuracy of +/- 6 seconds.
 GZ0351
 GZ0351.The orthometric height was determined by differential leveling
 GZ0351.and adjusted by the National Geodetic Survey in June 1991..
 GZ0351
 GZ0351.The geoid height was determined by GEOID03.
 GZ0351
 GZ0351.The dynamic height is computed by dividing the NAVD 88
 GZ0351.geopotential number by the normal gravity value computed on the
 GZ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0351.degrees latitude (g = 980.6199 gals.).
 GZ0351
 GZ0351.The modeled gravity was interpolated from observed gravity values.
 GZ0351
 GZ0351;                    North         East    Units  Estimated Accuracy
 GZ0351;SPC KY1Z     - 1,122,230.    1,652,550.      MT  (+/- 180 meters Scaled)
 GZ0351
 GZ0351                          SUPERSEDED SURVEY CONTROL
 GZ0351
 GZ0351  NGVD 29 (??/??/92)  315.195  (m)         1034.10   (f) ADJ UNCH    2 0
 GZ0351
 GZ0351.Superseded values are not recommended for survey control.
 GZ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0351.See file dsdata.txt to determine how the superseded data were derived.
 GZ0351
 GZ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG631458(NAD 83)
 GZ0351_MARKER: DB = BENCH MARK DISK
 GZ0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0351_STAMPING: K 164 1950 1034.103
 GZ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0351+STABILITY: SURFACE MOTION
 GZ0351
 GZ0351  HISTORY     - Date     Condition        Report By
 GZ0351  HISTORY     - 1950     MONUMENTED       CGS
 GZ0351  HISTORY     - 1957     GOOD             NGS
 GZ0351
 GZ0351                          STATION DESCRIPTION
 GZ0351
 GZ0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0351'2.2 MI SW FROM MC KEE.
 GZ0351'ABOUT 0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE COURT
 GZ0351'HOUSE AT MC KEE, THENCE ABOUT 1.7 MILES SOUTHWEST ALONG A
 GZ0351'GRAVEL ROAD LEADING TO LIVINGSTON, ABOUT 1.05 MILES NORTHEAST
 GZ0351'OF A 120-FOOT CONCRETE BRIDGE OVER INDIAN CREEK, 233 FEET
 GZ0351'NORTHEAST OF THE NORTHEAST CORNER OF A STORE AND GOLDEN TIP
 GZ0351'SERVICE STATION, 34 FEET SOUTHEAST OF THE SOUTHEAST END OF AN
 GZ0351'18-INCH PIPE CULVERT WITH RIGHT ANGLE SHAPED STONE HEAD WALL,
 GZ0351'43 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTHWEST
 GZ0351'OF A FENCE LINE, 34 FEET NORTHEAST OF A FENCE CORNER, 34 FEET
 GZ0351'SOUTHWEST OF THE CENTER OF A PASTURE GATE, 2 FEET SOUTHWEST OF
 GZ0351'A WHITE WOODEN WITNESS POST, ABOUT 6 FEET ABOVE THE ROAD AND
 GZ0351'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0351
 GZ0351                          STATION RECOVERY (1957)
 GZ0351
 GZ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2589 ***********************************************************************
 GY2589  DESIGNATION -  K 165
 GY2589  PID         -  GY2589
 GY2589  STATE/COUNTY-  KY/OWSLEY
 GY2589  USGS QUAD   -  STURGEON (1976)
 GY2589
 GY2589                         *CURRENT SURVEY CONTROL
 GY2589  ___________________________________________________________________
 GY2589* NAD 83(1986)-  37 26 07.     (N)    083 47 26.     (W)     SCALED    
 GY2589* NAVD 88     -       276.068  (meters)     905.73   (feet)  ADJUSTED  
 GY2589  ___________________________________________________________________
 GY2589  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GY2589  DYNAMIC HT  -         275.854 (meters)     905.03  (feet)  COMP
 GY2589  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 GY2589
 GY2589  VERT ORDER  -  SECOND    CLASS 0
 GY2589
 GY2589.The horizontal coordinates were scaled from a topographic map and have
 GY2589.an estimated accuracy of +/- 6 seconds.
 GY2589
 GY2589.The orthometric height was determined by differential leveling
 GY2589.and adjusted by the National Geodetic Survey in June 1991..
 GY2589
 GY2589.The geoid height was determined by GEOID03.
 GY2589
 GY2589.The dynamic height is computed by dividing the NAVD 88
 GY2589.geopotential number by the normal gravity value computed on the
 GY2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2589.degrees latitude (g = 980.6199 gals.).
 GY2589
 GY2589.The modeled gravity was interpolated from observed gravity values.
 GY2589
 GY2589;                    North         East    Units  Estimated Accuracy
 GY2589;SPC KY1Z     - 1,124,120.    1,673,390.      MT  (+/- 180 meters Scaled)
 GY2589
 GY2589                          SUPERSEDED SURVEY CONTROL
 GY2589
 GY2589  NGVD 29 (??/??/92)  276.230  (m)          906.26   (f) ADJ UNCH    2 0
 GY2589
 GY2589.Superseded values are not recommended for survey control.
 GY2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2589.See file dsdata.txt to determine how the superseded data were derived.
 GY2589
 GY2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB531468(NAD 83)
 GY2589_MARKER: DB = BENCH MARK DISK
 GY2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2589_STAMPING: K 165 1950 906.265
 GY2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2589+STABILITY: SURFACE MOTION
 GY2589
 GY2589  HISTORY     - Date     Condition        Report By
 GY2589  HISTORY     - 1950     MONUMENTED       CGS
 GY2589  HISTORY     - 1957     GOOD             NGS
 GY2589
 GY2589                          STATION DESCRIPTION
 GY2589
 GY2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2589'0.7 MI N FROM STURGEON.
 GY2589'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 30 FROM THE JUNCTION
 GY2589'OF A GRAVEL ROAD SOUTH AT STURGEON, ABOUT 1.05 MILE SOUTH OF
 GY2589'ROAD JUNCTION AT TRAVELLERS REST, 142 FEET NORTH OF THE
 GY2589'JUNCTION OF A ROAD LEADING SOUTHWEST AND DOWNHILL TO A FARM,
 GY2589'275 FEET NORTH OF THE BOTTOM OF GRADES AND A CULVERT, 21 FEET
 GY2589'WEST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTH OF A 16-INCH
 GY2589'PINE TREE IN FENCE LINE, 6 FEET NORTH OF A 6-INCH PINE TREE IN
 GY2589'FENCE LINE, 1 1/2 FEET EAST OF A WIRE FENCE, 2 FEET NORTH OF A
 GY2589'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 GY2589'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GY2589
 GY2589                          STATION RECOVERY (1957)
 GY2589
 GY2589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2549 ***********************************************************************
 GY2549  DESIGNATION -  K 166
 GY2549  PID         -  GY2549
 GY2549  STATE/COUNTY-  KY/JACKSON
 GY2549  USGS QUAD   -  MC KEE (1976)
 GY2549
 GY2549                         *CURRENT SURVEY CONTROL
 GY2549  ___________________________________________________________________
 GY2549* NAD 83(1986)-  37 28 30.     (N)    083 55 47.     (W)     SCALED    
 GY2549* NAVD 88     -       397.457  (meters)    1303.99   (feet)  ADJUSTED  
 GY2549  ___________________________________________________________________
 GY2549  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GY2549  DYNAMIC HT  -         397.146 (meters)    1302.97  (feet)  COMP
 GY2549  MODELED GRAV-     979,836.2   (mgal)                       NAVD 88
 GY2549
 GY2549  VERT ORDER  -  SECOND    CLASS 0
 GY2549
 GY2549.The horizontal coordinates were scaled from a topographic map and have
 GY2549.an estimated accuracy of +/- 6 seconds.
 GY2549
 GY2549.The orthometric height was determined by differential leveling
 GY2549.and adjusted by the National Geodetic Survey in June 1991..
 GY2549
 GY2549.The geoid height was determined by GEOID03.
 GY2549
 GY2549.The dynamic height is computed by dividing the NAVD 88
 GY2549.geopotential number by the normal gravity value computed on the
 GY2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2549.degrees latitude (g = 980.6199 gals.).
 GY2549
 GY2549.The modeled gravity was interpolated from observed gravity values.
 GY2549
 GY2549;                    North         East    Units  Estimated Accuracy
 GY2549;SPC KY1Z     - 1,128,280.    1,660,990.      MT  (+/- 180 meters Scaled)
 GY2549
 GY2549                          SUPERSEDED SURVEY CONTROL
 GY2549
 GY2549  NGVD 29 (??/??/92)  397.612  (m)         1304.50   (f) ADJ UNCH    2 0
 GY2549
 GY2549.Superseded values are not recommended for survey control.
 GY2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2549.See file dsdata.txt to determine how the superseded data were derived.
 GY2549
 GY2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB409516(NAD 83)
 GY2549_MARKER: DB = BENCH MARK DISK
 GY2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2549_STAMPING: K 166 1950 1304.499
 GY2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2549+STABILITY: SURFACE MOTION
 GY2549
 GY2549  HISTORY     - Date     Condition        Report By
 GY2549  HISTORY     - 1950     MONUMENTED       CGS
 GY2549  HISTORY     - 1957     GOOD             NGS
 GY2549
 GY2549                          STATION DESCRIPTION
 GY2549
 GY2549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2549'3.1 MI W FROM NEW ZION.
 GY2549'ABOUT 0.25 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GY2549'NEW ZION, THENCE ABOUT 0.35 MILE SOUTHWEST ALONG A ROAD TO NEW
 GY2549'ZION SCHOOL, THENCE ABOUT 0.6 MILE WEST ALONG A TRAIL TO CROSSING
 GY2549'OF WAR FORK, THENCE ABOUT 0.8 MILE SOUTH ALONG TRAIL FOLLOWING AND
 GY2549'CRISSCROSSING WAR FORK, THENCE ABOUT 0.05 MILE SOUTHWEST ALONG TRAIL
 GY2549'FOLLOWING ELISON FORK, THENCE ABOUT 0.4 MILE WEST AND NORTHWEST
 GY2549'ALONG DIM TRAIL, THENCE ABOUT 0.5 MILE WEST ALONG A FOOT TRAIL,
 GY2549'THENCE ABOUT 0.15 MILE NORTHWEST ALONG A ROAD, AT FORK IN ROAD
 GY2549'AND INSIDE ROAD TRIANGLE, 19 FEET SOUTH OF THE CENTER LINE OF THE
 GY2549'ROAD EAST, 26 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 33
 GY2549'FEET NORTHWEST OF CONNECTING LEG OF ROAD, ABOUT 0.1 MILE WEST OF
 GY2549'A FARM HOUSE AND END OF ROAD LEADING EAST, ABOUT 0.15 MILE NORTH
 GY2549'OF A FARM BUILDING AND END OF ROAD SOUTH, 2 FEET EAST OF A WHITE
 GY2549'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 GY2549'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- MARK MAY BE
 GY2549'REACHED FROM THE COURT HOUSE AT MC KEE BY GOING ABOUT 2.6 MILES
 GY2549'NORTHWEST ALONG U.S. HIGHWAY 421, THENCE ABOUT 1.8 MILES NORTHEAST
 GY2549'ALONG SAND LICK CREEK ROAD, THENCE ABOUT 1.25 MILE EAST ALONG
 GY2549'TRAIL LEADING TO STATE HIGHWAY 89, THENCE ABOUT 1.75 MILES
 GY2549'SOUTHEAST ALONG HIGHWAY 89, THENCE ABOUT 3.1 MILES EAST ALONG DIRT
 GY2549'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2603 ***********************************************************************
 GY2603  DESIGNATION -  K 167
 GY2603  PID         -  GY2603
 GY2603  STATE/COUNTY-  KY/OWSLEY
 GY2603  USGS QUAD   -  STURGEON (1976)
 GY2603
 GY2603                         *CURRENT SURVEY CONTROL
 GY2603  ___________________________________________________________________
 GY2603* NAD 83(1986)-  37 24 35.     (N)    083 46 14.     (W)     SCALED    
 GY2603* NAVD 88     -       292.640  (meters)     960.10   (feet)  ADJUSTED  
 GY2603  ___________________________________________________________________
 GY2603  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY2603  DYNAMIC HT  -         292.413 (meters)     959.36  (feet)  COMP
 GY2603  MODELED GRAV-     979,848.5   (mgal)                       NAVD 88
 GY2603
 GY2603  VERT ORDER  -  SECOND    CLASS 0
 GY2603
 GY2603.The horizontal coordinates were scaled from a topographic map and have
 GY2603.an estimated accuracy of +/- 6 seconds.
 GY2603
 GY2603.The orthometric height was determined by differential leveling
 GY2603.and adjusted by the National Geodetic Survey in June 1991..
 GY2603
 GY2603.The geoid height was determined by GEOID03.
 GY2603
 GY2603.The dynamic height is computed by dividing the NAVD 88
 GY2603.geopotential number by the normal gravity value computed on the
 GY2603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2603.degrees latitude (g = 980.6199 gals.).
 GY2603
 GY2603.The modeled gravity was interpolated from observed gravity values.
 GY2603
 GY2603;                    North         East    Units  Estimated Accuracy
 GY2603;SPC KY1Z     - 1,121,320.    1,675,220.      MT  (+/- 180 meters Scaled)
 GY2603
 GY2603                          SUPERSEDED SURVEY CONTROL
 GY2603
 GY2603  NGVD 29 (??/??/92)  292.801  (m)          960.63   (f) ADJ UNCH    2 0
 GY2603
 GY2603.Superseded values are not recommended for survey control.
 GY2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2603.See file dsdata.txt to determine how the superseded data were derived.
 GY2603
 GY2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB547439(NAD 83)
 GY2603_MARKER: DB = BENCH MARK DISK
 GY2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2603_STAMPING: K 167 1950 860.631
 GY2603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2603+STABILITY: SURFACE MOTION
 GY2603
 GY2603  HISTORY     - Date     Condition        Report By
 GY2603  HISTORY     - 1950     MONUMENTED       CGS
 GY2603  HISTORY     - 1957     GOOD             NGS
 GY2603
 GY2603                          STATION DESCRIPTION
 GY2603
 GY2603'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2603'1 MI E FROM STURGEON.
 GY2603'ABOUT 0.15 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY2603'AT STURGEON, THENCE ABOUT 0.85 MILE EAST ALONG A GRAVEL ROAD, AT
 GY2603'THE NORTHWEST END OF A BENCH CUT, 22 FEET NORTHEAST OF THE CENTER
 GY2603'LINE OF THE ROAD, 100 FEET NORTH-NORTHEAST AND ACROSS ROAD FROM
 GY2603'THE NORTH CORNER OF A 1-STORY FARM HOUSE, 66 FEET SOUTHEAST
 GY2603'OF THE SOUTHEAST END OF A 14-INCH CULVERT UNDER DRIVE LEADING
 GY2603'NORTH AND UPHILL TO BARN AND SMALL HOUSE, 69 FEET WEST OF A POWER
 GY2603'POLE WITH BRANCH LINE, 100 1/2 FEET SOUTHEAST OF THE NORTHEAST
 GY2603'END OF A 40-INCH PIPE CULVERT FOR SMALL CREEK BRANCH, 2 FEET
 GY2603'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 GY2603'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GY2603'THE MARK IS 0.35 MILE EAST OF THE NEW STURGEON SCHOOL AND IS ON
 GY2603'STATE HIGHWAY 846.
 GY2603
 GY2603                          STATION RECOVERY (1957)
 GY2603
 GY2603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2762 ***********************************************************************
 GY2762  DESIGNATION -  K 168
 GY2762  PID         -  GY2762
 GY2762  STATE/COUNTY-  KY/OWSLEY
 GY2762  USGS QUAD   -  MISTLETOE (1979)
 GY2762
 GY2762                         *CURRENT SURVEY CONTROL
 GY2762  ___________________________________________________________________
 GY2762* NAD 83(1986)-  37 19 45.     (N)    083 35 54.     (W)     SCALED    
 GY2762* NAVD 88     -       250.417  (meters)     821.58   (feet)  ADJUSTED  
 GY2762  ___________________________________________________________________
 GY2762  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY2762  DYNAMIC HT  -         250.218 (meters)     820.92  (feet)  COMP
 GY2762  MODELED GRAV-     979,830.2   (mgal)                       NAVD 88
 GY2762
 GY2762  VERT ORDER  -  SECOND    CLASS 0
 GY2762
 GY2762.The horizontal coordinates were scaled from a topographic map and have
 GY2762.an estimated accuracy of +/- 6 seconds.
 GY2762
 GY2762.The orthometric height was determined by differential leveling
 GY2762.and adjusted by the National Geodetic Survey in June 1991..
 GY2762
 GY2762.The geoid height was determined by GEOID03.
 GY2762
 GY2762.The dynamic height is computed by dividing the NAVD 88
 GY2762.geopotential number by the normal gravity value computed on the
 GY2762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2762.degrees latitude (g = 980.6199 gals.).
 GY2762
 GY2762.The modeled gravity was interpolated from observed gravity values.
 GY2762
 GY2762;                    North         East    Units  Estimated Accuracy
 GY2762;SPC KY1Z     - 1,112,720.    1,690,670.      MT  (+/- 180 meters Scaled)
 GY2762
 GY2762                          SUPERSEDED SURVEY CONTROL
 GY2762
 GY2762  NGVD 29 (??/??/92)  250.578  (m)          822.10   (f) ADJ UNCH    2 0
 GY2762
 GY2762.Superseded values are not recommended for survey control.
 GY2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2762.See file dsdata.txt to determine how the superseded data were derived.
 GY2762
 GY2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB697345(NAD 83)
 GY2762_MARKER: DB = BENCH MARK DISK
 GY2762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2762_STAMPING: K 168 1950 822.105
 GY2762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2762+STABILITY: SURFACE MOTION
 GY2762
 GY2762  HISTORY     - Date     Condition        Report By
 GY2762  HISTORY     - 1950     MONUMENTED       CGS
 GY2762  HISTORY     - 1957     POOR             NGS
 GY2762
 GY2762                          STATION DESCRIPTION
 GY2762
 GY2762'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2762'2.2 MI NW FROM MISTLETOE.
 GY2762'ABOUT 2.15 MILES NORTHWEST ALONG A ROAD FOLLOWING BUFFALO CREEK
 GY2762'FROM THE POST OFFICE AT MISTLETOE, AT HIGHLAND SCHOOL, 96 1/2
 GY2762'FEET WEST OF THE WEST CORNER OF SCHOOL BUILDING, 87 FEET NORTH
 GY2762'OF THE CENTER LINE OF BUFFALO CREEK, 1 1/2 FEET SOUTHEAST OF SCHOOL
 GY2762'YARD FENCE, 119 FEET WEST OF THE CENTER OF A WELL, 60 1/2 FEET
 GY2762'NORTH OF A 30-INCH SYCAMORE TREE, 2 FEET WEST OF A WHITE WOODEN
 GY2762'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2762'3 INCHES.
 GY2762
 GY2762                          STATION RECOVERY (1957)
 GY2762
 GY2762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2762'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1895 ***********************************************************************
 GY1895  DESIGNATION -  K 169
 GY1895  PID         -  GY1895
 GY1895  STATE/COUNTY-  KY/BREATHITT
 GY1895  USGS QUAD   -  JACKSON (1978)
 GY1895
 GY1895                         *CURRENT SURVEY CONTROL
 GY1895  ___________________________________________________________________
 GY1895* NAD 83(1986)-  37 32 22.     (N)    083 24 59.     (W)     SCALED    
 GY1895* NAVD 88     -       227.631  (meters)     746.82   (feet)  ADJUSTED  
 GY1895  ___________________________________________________________________
 GY1895  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GY1895  DYNAMIC HT  -         227.455 (meters)     746.24  (feet)  COMP
 GY1895  MODELED GRAV-     979,854.5   (mgal)                       NAVD 88
 GY1895
 GY1895  VERT ORDER  -  SECOND    CLASS 0
 GY1895
 GY1895.The horizontal coordinates were scaled from a topographic map and have
 GY1895.an estimated accuracy of +/- 6 seconds.
 GY1895
 GY1895.The orthometric height was determined by differential leveling
 GY1895.and adjusted by the National Geodetic Survey in June 1991..
 GY1895
 GY1895.The geoid height was determined by GEOID03.
 GY1895
 GY1895.The dynamic height is computed by dividing the NAVD 88
 GY1895.geopotential number by the normal gravity value computed on the
 GY1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1895.degrees latitude (g = 980.6199 gals.).
 GY1895
 GY1895.The modeled gravity was interpolated from observed gravity values.
 GY1895
 GY1895;                    North         East    Units  Estimated Accuracy
 GY1895;SPC KY1Z     - 1,136,440.    1,706,200.      MT  (+/- 180 meters Scaled)
 GY1895
 GY1895                          SUPERSEDED SURVEY CONTROL
 GY1895
 GY1895  NGVD 29 (??/??/92)  227.788  (m)          747.33   (f) ADJ UNCH    2 0
 GY1895
 GY1895.Superseded values are not recommended for survey control.
 GY1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1895.See file dsdata.txt to determine how the superseded data were derived.
 GY1895
 GY1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB865574(NAD 83)
 GY1895_MARKER: DB = BENCH MARK DISK
 GY1895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1895_SP_SET: CULVERT
 GY1895_STAMPING: K 169 1950 747.334
 GY1895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1895+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 GY1895
 GY1895  HISTORY     - Date     Condition        Report By
 GY1895  HISTORY     - 1950     MONUMENTED       CGS
 GY1895  HISTORY     - 1957     GOOD             NGS
 GY1895  HISTORY     - 19960430 GOOD             KYDT
 GY1895
 GY1895                          STATION DESCRIPTION
 GY1895
 GY1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY1895'1.8 MI S FROM ELKATAWA.
 GY1895'ABOUT 1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 52 FROM THE SCHOOL
 GY1895'AT ELKATAWA, THENCE ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 30,
 GY1895'ABOUT 1.0 MILE NORTH OF A CONCRETE BRIDGE OVER CANEY CREEK AND BIG
 GY1895'ROCK SCHOOL, ABOUT 0.1 MILE NORTH OF A STORE, SET IN THE TOP OF THE
 GY1895'NORTH END OF THE EAST HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT,
 GY1895'13 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF
 GY1895'THE CENTER LINE OF A FARM ROAD EAST AND ABOUT 1 FOOT ABOVE THE
 GY1895'HIGHWAY.
 GY1895
 GY1895                          STATION RECOVERY (1957)
 GY1895
 GY1895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY1895'RECOVERED IN GOOD CONDITION.
 GY1895
 GY1895                          STATION RECOVERY (1996)
 GY1895
 GY1895'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0403 ***********************************************************************
 GD0403  DESIGNATION -  K 17
 GD0403  PID         -  GD0403
 GD0403  STATE/COUNTY-  KY/GRAVES
 GD0403  USGS QUAD   -  WATER VALLEY (1981)
 GD0403
 GD0403                         *CURRENT SURVEY CONTROL
 GD0403  ___________________________________________________________________
 GD0403* NAD 83(1986)-  36 36 42.     (N)    088 45 49.     (W)     SCALED    
 GD0403* NAVD 88     -       145.847  (meters)     478.50   (feet)  ADJUSTED  
 GD0403  ___________________________________________________________________
 GD0403  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GD0403  DYNAMIC HT  -         145.732 (meters)     478.12  (feet)  COMP
 GD0403  MODELED GRAV-     979,845.1   (mgal)                       NAVD 88
 GD0403
 GD0403  VERT ORDER  -  SECOND    CLASS 0
 GD0403
 GD0403.The horizontal coordinates were scaled from a topographic map and have
 GD0403.an estimated accuracy of +/- 6 seconds.
 GD0403
 GD0403.The orthometric height was determined by differential leveling
 GD0403.and adjusted by the National Geodetic Survey in June 1991..
 GD0403
 GD0403.The geoid height was determined by GEOID03.
 GD0403
 GD0403.The dynamic height is computed by dividing the NAVD 88
 GD0403.geopotential number by the normal gravity value computed on the
 GD0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0403.degrees latitude (g = 980.6199 gals.).
 GD0403
 GD0403.The modeled gravity was interpolated from observed gravity values.
 GD0403
 GD0403;                    North         East    Units  Estimated Accuracy
 GD0403;SPC KY1Z     - 1,035,250.    1,230,400.      MT  (+/- 180 meters Scaled)
 GD0403
 GD0403                          SUPERSEDED SURVEY CONTROL
 GD0403
 GD0403  NGVD 29 (??/??/??)  145.833  (m)          478.45   (f) ADJUSTED    2 0
 GD0403
 GD0403.Superseded values are not recommended for survey control.
 GD0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0403.See file dsdata.txt to determine how the superseded data were derived.
 GD0403
 GD0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF422532(NAD 83)
 GD0403_MARKER: DB = BENCH MARK DISK
 GD0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0403_STAMPING: K 17 1933
 GD0403_MARK LOGO: CGS   
 GD0403_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0403+STABILITY: SURFACE MOTION
 GD0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0403+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 GD0403
 GD0403  HISTORY     - Date     Condition        Report By
 GD0403  HISTORY     - 1933     MONUMENTED       CGS
 GD0403  HISTORY     - 20020817 GOOD             USACE
 GD0403
 GD0403                          STATION DESCRIPTION
 GD0403
 GD0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0403'4.3 MI N FROM WATER VALLEY.
 GD0403'4.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM WATER
 GD0403'VALLEY, GRAVES COUNTY, ABOUT 1/4 MILE NORTH OF MILEPOST 260, AT
 GD0403'A ROAD CROSSING, 27 YARDS NORTH OF THE CENTERLINE OF THE ROAD,
 GD0403'AND 9 YARDS EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 GD0403'DISK, STAMPED K 17 1933 AND SET IN THE TOP OF A CONCRETE POST.
 GD0403
 GD0403                          STATION RECOVERY (2002)
 GD0403
 GD0403'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0403'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 45 AND STATE
 GD0403'HIGHWAY 94 JUST SW OF WATER VALLEY, KENTUCKY, PROCEED NE ALONG US
 GD0403'HIGHWAY 45 FOR 4.25 MI (6.84 KM) TO ITS JUNCTION WITH BOYD ROAD ON THE
 GD0403'RIGHT.  TURN RIGHT AND PROCEED EAST ALONG BOYD ROAD FOR 0.85 MI (1.37
 GD0403'KM) TO THE CROSSING OF THE OLD RR GRADE AND THE MARK ON THE LEFT.
 GD0403'THIS IS THE POINT WHERE BOYD ROAD MAKES A 90 DEGREE TURN TO THE LEFT
 GD0403'AND PROCEEDS NORTH.  THE STATION IS LOCATED 28.0 FT (8.5 M) WEST AT
 GD0403'BOYD ROAD N, 15.3 FT (4.7 M) NORTH OF A 2 INCH IRON PIPE PROJECTING 4
 GD0403'FT (1.2 M) ABOVE GROUND, 86 FT (26.2 M) NW OF THE JUNCTION OF A GRAVEL
 GD0403'DRIVEWAY IN THE CURVE OF BOYD ROAD AND 73.0 FT (22.5 M) ENE OF THE NE
 GD0403'END OF A 30 INCH GALVANIZED CULVERT UNDER BOYD ROAD EAST.  A STANDARD
 GD0403'CGS DISK SET IN THE TOP OF A SQUARE CONCRETE POST, STAMPED K 17 1933,
 GD0403'PROJECTING 8 INCHES ABOVE GROUND. DESCRIBED BY JAMES M HAMRA, MEM COE,
 GD0403'AT 901 573-4181.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2155 ***********************************************************************
 GY2155  DESIGNATION -  K 170
 GY2155  PID         -  GY2155
 GY2155  STATE/COUNTY-  KY/BREATHITT
 GY2155  USGS QUAD   -  CANOE (1976)
 GY2155
 GY2155                         *CURRENT SURVEY CONTROL
 GY2155  ___________________________________________________________________
 GY2155* NAD 83(1986)-  37 27 43.     (N)    083 28 39.     (W)     SCALED    
 GY2155* NAVD 88     -       227.830  (meters)     747.47   (feet)  ADJUSTED  
 GY2155  ___________________________________________________________________
 GY2155  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GY2155  DYNAMIC HT  -         227.653 (meters)     746.89  (feet)  COMP
 GY2155  MODELED GRAV-     979,846.1   (mgal)                       NAVD 88
 GY2155
 GY2155  VERT ORDER  -  SECOND    CLASS 0
 GY2155
 GY2155.The horizontal coordinates were scaled from a topographic map and have
 GY2155.an estimated accuracy of +/- 6 seconds.
 GY2155
 GY2155.The orthometric height was determined by differential leveling
 GY2155.and adjusted by the National Geodetic Survey in June 1991..
 GY2155
 GY2155.The geoid height was determined by GEOID03.
 GY2155
 GY2155.The dynamic height is computed by dividing the NAVD 88
 GY2155.geopotential number by the normal gravity value computed on the
 GY2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2155.degrees latitude (g = 980.6199 gals.).
 GY2155
 GY2155.The modeled gravity was interpolated from observed gravity values.
 GY2155
 GY2155;                    North         East    Units  Estimated Accuracy
 GY2155;SPC KY1Z     - 1,127,700.    1,701,020.      MT  (+/- 180 meters Scaled)
 GY2155
 GY2155                          SUPERSEDED SURVEY CONTROL
 GY2155
 GY2155  NGVD 29 (??/??/92)  227.989  (m)          747.99   (f) ADJ UNCH    2 0
 GY2155
 GY2155.Superseded values are not recommended for survey control.
 GY2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2155.See file dsdata.txt to determine how the superseded data were derived.
 GY2155
 GY2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB808490(NAD 83)
 GY2155_MARKER: DB = BENCH MARK DISK
 GY2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2155_STAMPING: K 170 1950 747.994
 GY2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2155+STABILITY: SURFACE MOTION
 GY2155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2155+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GY2155
 GY2155  HISTORY     - Date     Condition        Report By
 GY2155  HISTORY     - 1950     MONUMENTED       CGS
 GY2155  HISTORY     - 1957     GOOD             NGS
 GY2155  HISTORY     - 19960625 GOOD             KYDT
 GY2155  HISTORY     - 20020730 GOOD             KYDT
 GY2155
 GY2155                          STATION DESCRIPTION
 GY2155
 GY2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2155'4.6 MI SE FROM TURKEY.
 GY2155'ABOUT 2.55 MILES NORTHEAST ALONG STATE HIGHWAY 30 FROM THE
 GY2155'SCHOOL AT TURKEY, THENCE ABOUT 2.0 MILES SOUTH ALONG STATE
 GY2155'HIGHWAY 315, AT THE NORTH END OF AN 8-FOOT CUT AND AT THE SOUTH
 GY2155'END OF A FILL OF A CREEK BED, 30 FEET WEST OF THE CENTER LINE OF
 GY2155'THE HIGHWAY, 34 FEET EAST OF THE EAST CORNER OF A SMALL CEMETERY,
 GY2155'1 FOOT EAST OF A FENCE LINE, 4 1/2 FEET SOUTH OF THE SOUTH GATE
 GY2155'POST OF A GATE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 GY2155'ABOUT 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 GY2155'CONCRETE POST PROJECTING 3 INCHES.
 GY2155
 GY2155                          STATION RECOVERY (1957)
 GY2155
 GY2155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2155'RECOVERED IN GOOD CONDITION.
 GY2155
 GY2155                          STATION RECOVERY (1996)
 GY2155
 GY2155'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2155'6 FEET SOUTH OF SOUTH GATE POST, 0.5 FOOT SOUTH OF FIBERGLASS WITNESS
 GY2155'POST, BURIED 2 INCHES.
 GY2155
 GY2155                          STATION RECOVERY (2002)
 GY2155
 GY2155'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2104 ***********************************************************************
 GY2104  DESIGNATION -  K 171
 GY2104  PID         -  GY2104
 GY2104  STATE/COUNTY-  KY/PERRY
 GY2104  USGS QUAD   -  KRYPTON (1972)
 GY2104
 GY2104                         *CURRENT SURVEY CONTROL
 GY2104  ___________________________________________________________________
 GY2104* NAD 83(1986)-  37 21 42.     (N)    083 17 37.     (W)     SCALED    
 GY2104* NAVD 88     -       316.770  (meters)    1039.27   (feet)  ADJUSTED  
 GY2104  ___________________________________________________________________
 GY2104  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY2104  DYNAMIC HT  -         316.528 (meters)    1038.48  (feet)  COMP
 GY2104  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 GY2104
 GY2104  VERT ORDER  -  SECOND    CLASS 0
 GY2104
 GY2104.The horizontal coordinates were scaled from a topographic map and have
 GY2104.an estimated accuracy of +/- 6 seconds.
 GY2104
 GY2104.The orthometric height was determined by differential leveling
 GY2104.and adjusted by the National Geodetic Survey in June 1991..
 GY2104
 GY2104.The geoid height was determined by GEOID03.
 GY2104
 GY2104.The dynamic height is computed by dividing the NAVD 88
 GY2104.geopotential number by the normal gravity value computed on the
 GY2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2104.degrees latitude (g = 980.6199 gals.).
 GY2104
 GY2104.The modeled gravity was interpolated from observed gravity values.
 GY2104
 GY2104;                    North         East    Units  Estimated Accuracy
 GY2104;SPC KY1Z     - 1,116,990.    1,717,570.      MT  (+/- 180 meters Scaled)
 GY2104
 GY2104                          SUPERSEDED SURVEY CONTROL
 GY2104
 GY2104  NGVD 29 (??/??/92)  316.941  (m)         1039.83   (f) ADJ UNCH    2 0
 GY2104
 GY2104.Superseded values are not recommended for survey control.
 GY2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2104.See file dsdata.txt to determine how the superseded data were derived.
 GY2104
 GY2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB968374(NAD 83)
 GY2104_MARKER: DB = BENCH MARK DISK
 GY2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2104_STAMPING: K 171 1950 1039.831
 GY2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2104+STABILITY: SURFACE MOTION
 GY2104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2104+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1996
 GY2104
 GY2104  HISTORY     - Date     Condition        Report By
 GY2104  HISTORY     - 1950     MONUMENTED       CGS
 GY2104  HISTORY     - 1956     GOOD             NGS
 GY2104  HISTORY     - 19960610 GOOD             KYDT
 GY2104  HISTORY     - 19960624 MARK NOT FOUND   KYDT
 GY2104
 GY2104                          STATION DESCRIPTION
 GY2104
 GY2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2104'4.8 MI NE FROM CHAVIES.
 GY2104'3.85 MILES EAST ALONG STATE HIGHWAY 28 FROM THE EAST END OF
 GY2104'BRIDGE OVER NORTH FORK OF KENTUCKY RIVER AT CHAVIES, THENCE
 GY2104'ABOUT 1.0 MILE NORTHEAST ALONG A GRAVEL ROAD FOLLOWING TENMILE
 GY2104'CREEK, 123 FEET SOUTHWEST OF SOUTH CORNER OF WOODEN BRIDGE
 GY2104'OVER A CREEK, AND THE FOOT OF A HILL, 15 FEET SOUTH EAST OF
 GY2104'THE CENTER OF ROAD, 1 1/2 FEET NORTHWEST OF A WIRE FENCE AROUND A
 GY2104'HOG PEN, 7 FEET EAST OF CENTER OF A DRIVE TO A FARM HOUSE,
 GY2104'47 FEET WEST OF A POWER POLE, 1 FOOT EAST OF A WHITE WITNESS
 GY2104'POST, 1 FOOT BELOW THE LEVEL OF ROAD.
 GY2104
 GY2104                          STATION RECOVERY (1996)
 GY2104
 GY2104'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2104'RECOVERED IN GOOD CONDITION.
 GY2104
 GY2104                          STATION RECOVERY (1996)
 GY2104
 GY2104'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2127 ***********************************************************************
 GY2127  DESIGNATION -  K 172
 GY2127  PID         -  GY2127
 GY2127  STATE/COUNTY-  KY/LESLIE
 GY2127  USGS QUAD   -  BUCKHORN (1979)
 GY2127
 GY2127                         *CURRENT SURVEY CONTROL
 GY2127  ___________________________________________________________________
 GY2127* NAD 83(1986)-  37 15 59.     (N)    083 24 32.     (W)     SCALED    
 GY2127* NAVD 88     -       391.091  (meters)    1283.10   (feet)  ADJUSTED  
 GY2127  ___________________________________________________________________
 GY2127  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY2127  DYNAMIC HT  -         390.785 (meters)    1282.10  (feet)  COMP
 GY2127  MODELED GRAV-     979,837.3   (mgal)                       NAVD 88
 GY2127
 GY2127  VERT ORDER  -  SECOND    CLASS 0
 GY2127
 GY2127.The horizontal coordinates were scaled from a topographic map and have
 GY2127.an estimated accuracy of +/- 6 seconds.
 GY2127
 GY2127.The orthometric height was determined by differential leveling
 GY2127.and adjusted by the National Geodetic Survey in June 1991..
 GY2127
 GY2127.The geoid height was determined by GEOID03.
 GY2127
 GY2127.The dynamic height is computed by dividing the NAVD 88
 GY2127.geopotential number by the normal gravity value computed on the
 GY2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2127.degrees latitude (g = 980.6199 gals.).
 GY2127
 GY2127.The modeled gravity was interpolated from observed gravity values.
 GY2127
 GY2127;                    North         East    Units  Estimated Accuracy
 GY2127;SPC KY1Z     - 1,106,160.    1,707,630.      MT  (+/- 180 meters Scaled)
 GY2127
 GY2127                          SUPERSEDED SURVEY CONTROL
 GY2127
 GY2127  NGVD 29 (??/??/92)  391.262  (m)         1283.67   (f) ADJ UNCH    2 0
 GY2127
 GY2127.Superseded values are not recommended for survey control.
 GY2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2127.See file dsdata.txt to determine how the superseded data were derived.
 GY2127
 GY2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB864271(NAD 83)
 GY2127_MARKER: DB = BENCH MARK DISK
 GY2127_SETTING: 66 = SET IN ROCK OUTCROP
 GY2127_SP_SET: ROCK LEDGE
 GY2127_STAMPING: K 172 1950 1283.665
 GY2127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2127+STABILITY: POSITION/ELEVATION WELL
 GY2127
 GY2127  HISTORY     - Date     Condition        Report By
 GY2127  HISTORY     - 1950     MONUMENTED       CGS
 GY2127
 GY2127                          STATION DESCRIPTION
 GY2127
 GY2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2127'2.1 MI W FROM CONFLUENCE.
 GY2127'ABOUT 2.1 MILES WEST ALONG A ROUGH ROAD LEADING TO SHOAL FROM
 GY2127'THE POST OFFICE AT CONFLUENCE, ABOUT 280 YARDS SOUTH OF THE TOP
 GY2127'OF A GRADE, SET IN THE TOP OF THE EXPOSED PORTION OF A ROCK
 GY2127'LEDGE, 11 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.6 FOOT EAST
 GY2127'OF THE WEST EDGE OF ROCK LEDGE, JUST ABOVE A 10-INCH TRIANGLE
 GY2127'CHISELED IN VERTICAL SOUTHWEST FACE OF LEDGE AND ABOUT 1 1/2
 GY2127'FEET ABOVE THE ROAD.  NOTE-- MARK IS ABOUT 2.0 MILES EAST ALONG
 GY2127'A ROUGH ROAD LEADING TO CONFLUENCE FROM ELKHORN SCHOOL AT SHOAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2392 ***********************************************************************
 GY2392  DESIGNATION -  K 173
 GY2392  PID         -  GY2392
 GY2392  STATE/COUNTY-  KY/PERRY
 GY2392  USGS QUAD   -  BUCKHORN (1979)
 GY2392
 GY2392                         *CURRENT SURVEY CONTROL
 GY2392  ___________________________________________________________________
 GY2392* NAD 83(1986)-  37 19 55.     (N)    083 23 43.     (W)     SCALED    
 GY2392* NAVD 88     -       426.863  (meters)    1400.47   (feet)  ADJUSTED  
 GY2392  ___________________________________________________________________
 GY2392  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GY2392  DYNAMIC HT  -         426.530 (meters)    1399.37  (feet)  COMP
 GY2392  MODELED GRAV-     979,835.9   (mgal)                       NAVD 88
 GY2392
 GY2392  VERT ORDER  -  SECOND    CLASS 0
 GY2392
 GY2392.The horizontal coordinates were scaled from a topographic map and have
 GY2392.an estimated accuracy of +/- 6 seconds.
 GY2392
 GY2392.The orthometric height was determined by differential leveling
 GY2392.and adjusted by the National Geodetic Survey in June 1991..
 GY2392
 GY2392.The geoid height was determined by GEOID03.
 GY2392
 GY2392.The dynamic height is computed by dividing the NAVD 88
 GY2392.geopotential number by the normal gravity value computed on the
 GY2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2392.degrees latitude (g = 980.6199 gals.).
 GY2392
 GY2392.The modeled gravity was interpolated from observed gravity values.
 GY2392
 GY2392;                    North         East    Units  Estimated Accuracy
 GY2392;SPC KY1Z     - 1,113,460.    1,708,650.      MT  (+/- 180 meters Scaled)
 GY2392
 GY2392                          SUPERSEDED SURVEY CONTROL
 GY2392
 GY2392  NGVD 29 (??/??/92)  427.033  (m)         1401.02   (f) ADJ UNCH    2 0
 GY2392
 GY2392.Superseded values are not recommended for survey control.
 GY2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2392.See file dsdata.txt to determine how the superseded data were derived.
 GY2392
 GY2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB877343(NAD 83)
 GY2392_MARKER: DB = BENCH MARK DISK
 GY2392_SETTING: 66 = SET IN ROCK OUTCROP
 GY2392_SP_SET: ROCK CUT
 GY2392_STAMPING: K 173 1950 1401.024
 GY2392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2392+STABILITY: POSITION/ELEVATION WELL
 GY2392
 GY2392  HISTORY     - Date     Condition        Report By
 GY2392  HISTORY     - 1950     MONUMENTED       CGS
 GY2392  HISTORY     - 1957     GOOD             NGS
 GY2392
 GY2392                          STATION DESCRIPTION
 GY2392
 GY2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2392'3.6 MI W FROM CHAVIES.
 GY2392'ABOUT 3.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE LOUISVILLE
 GY2392'AND NASHVILLE RAILROAD STATION AT CHAVIES, ABOUT 0.25 MILE
 GY2392'WEST OF THE TOP OF A GRADE, SET VERTICALLY IN THE VERTICAL
 GY2392'PART OF FACE OF A TALL ROCK CUT, 19 FEET NORTH OF THE CENTER
 GY2392'LINE OF THE HIGHWAY, 2 1/2 FEET ABOVE BOTTOM OF EXPOSED PORTION
 GY2392'OF ROCK AND ABOUT 4 FEET ABOVE THE HIGHWAY.
 GY2392
 GY2392                          STATION RECOVERY (1957)
 GY2392
 GY2392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1952 ***********************************************************************
 GY1952  DESIGNATION -  K 174
 GY1952  PID         -  GY1952
 GY1952  STATE/COUNTY-  KY/PERRY
 GY1952  USGS QUAD   -  KRYPTON (1972)
 GY1952
 GY1952                         *CURRENT SURVEY CONTROL
 GY1952  ___________________________________________________________________
 GY1952* NAD 83(1986)-  37 16 48.     (N)    083 17 28.     (W)     SCALED    
 GY1952* NAVD 88     -       252.577  (meters)     828.66   (feet)  ADJUSTED  
 GY1952  ___________________________________________________________________
 GY1952  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1952  DYNAMIC HT  -         252.382 (meters)     828.02  (feet)  COMP
 GY1952  MODELED GRAV-     979,850.3   (mgal)                       NAVD 88
 GY1952
 GY1952  VERT ORDER  -  FIRST     CLASS I
 GY1952
 GY1952.The horizontal coordinates were scaled from a topographic map and have
 GY1952.an estimated accuracy of +/- 6 seconds.
 GY1952
 GY1952.The orthometric height was determined by differential leveling
 GY1952.and adjusted by the National Geodetic Survey in June 1991..
 GY1952.WARNING-Repeat measurements at this control monument indicate possible
 GY1952.vertical movement.
 GY1952
 GY1952.The geoid height was determined by GEOID03.
 GY1952
 GY1952.The dynamic height is computed by dividing the NAVD 88
 GY1952.geopotential number by the normal gravity value computed on the
 GY1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1952.degrees latitude (g = 980.6199 gals.).
 GY1952
 GY1952.The modeled gravity was interpolated from observed gravity values.
 GY1952
 GY1952;                    North         East    Units  Estimated Accuracy
 GY1952;SPC KY1Z     - 1,107,940.    1,718,030.      MT  (+/- 180 meters Scaled)
 GY1952
 GY1952                          SUPERSEDED SURVEY CONTROL
 GY1952
 GY1952  NGVD 29 (??/??/92)  252.754  (m)          829.24   (f) ADJ UNCH    1 1
 GY1952
 GY1952.Superseded values are not recommended for survey control.
 GY1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1952.See file dsdata.txt to determine how the superseded data were derived.
 GY1952
 GY1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB968283(NAD 83)
 GY1952_MARKER: DB = BENCH MARK DISK
 GY1952_SETTING: 66 = SET IN ROCK OUTCROP
 GY1952_SP_SET: ROCK OUTCROP
 GY1952_STAMPING: K 174 1950 829.270
 GY1952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1952+STABILITY: POSITION/ELEVATION WELL
 GY1952
 GY1952  HISTORY     - Date     Condition        Report By
 GY1952  HISTORY     - 1950     MONUMENTED       CGS
 GY1952  HISTORY     - 1967     GOOD             NGS
 GY1952
 GY1952                          STATION DESCRIPTION
 GY1952
 GY1952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1952'9.2 MI NW FROM HAZARD.
 GY1952'ABOUT 9.15 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY1952'RAILROAD FROM THE STATION AT HAZARD, 0.7 MILE EAST OF CAMPBELLS
 GY1952'STORE AND POST OFFICE AT THE COMMUNITY OF YERKS, 0.3 MILE SOUTHWEST
 GY1952'OF MILEPOST 234, 0.1 MILE NORTHEAST OF THE GIBSON COUNTRY STORE,
 GY1952'20 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 GY1952'TRACK, SET IN THE TOP OF THE EAST CORNER OF A ROCK OUTCROP,
 GY1952'107 1/2 FEET NORTHEAST OF A CONCRETE BATTERY WELL, 150 FEET
 GY1952'NORTHEAST OF A TELEPHONE POLE WHICH BEARS A TELEPHONE BOX,
 GY1952'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1924 ***********************************************************************
 GY1924  DESIGNATION -  K 175
 GY1924  PID         -  GY1924
 GY1924  STATE/COUNTY-  KY/BREATHITT
 GY1924  USGS QUAD   -  CANOE (1976)
 GY1924
 GY1924                         *CURRENT SURVEY CONTROL
 GY1924  ___________________________________________________________________
 GY1924* NAD 83(1986)-  37 23 43.     (N)    083 23 02.     (W)     SCALED    
 GY1924* NAVD 88     -       238.551  (meters)     782.65   (feet)  ADJUSTED  
 GY1924  ___________________________________________________________________
 GY1924  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GY1924  DYNAMIC HT  -         238.368 (meters)     782.05  (feet)  COMP
 GY1924  MODELED GRAV-     979,855.2   (mgal)                       NAVD 88
 GY1924
 GY1924  VERT ORDER  -  FIRST     CLASS I
 GY1924
 GY1924.The horizontal coordinates were scaled from a topographic map and have
 GY1924.an estimated accuracy of +/- 6 seconds.
 GY1924
 GY1924.The orthometric height was determined by differential leveling
 GY1924.and adjusted by the National Geodetic Survey in June 1991..
 GY1924.WARNING-Repeat measurements at this control monument indicate possible
 GY1924.vertical movement.
 GY1924
 GY1924.The geoid height was determined by GEOID03.
 GY1924
 GY1924.The dynamic height is computed by dividing the NAVD 88
 GY1924.geopotential number by the normal gravity value computed on the
 GY1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1924.degrees latitude (g = 980.6199 gals.).
 GY1924
 GY1924.The modeled gravity was interpolated from observed gravity values.
 GY1924
 GY1924;                    North         East    Units  Estimated Accuracy
 GY1924;SPC KY1Z     - 1,120,510.    1,709,480.      MT  (+/- 180 meters Scaled)
 GY1924
 GY1924                          SUPERSEDED SURVEY CONTROL
 GY1924
 GY1924  NGVD 29 (??/??/92)  238.719  (m)          783.20   (f) ADJ UNCH    1 1
 GY1924
 GY1924.Superseded values are not recommended for survey control.
 GY1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1924.See file dsdata.txt to determine how the superseded data were derived.
 GY1924
 GY1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB889413(NAD 83)
 GY1924_MARKER: DB = BENCH MARK DISK
 GY1924_SETTING: 66 = SET IN ROCK OUTCROP
 GY1924_SP_SET: ROCK OUTCROP
 GY1924_STAMPING: K 175 1950 783.184
 GY1924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1924+STABILITY: POSITION/ELEVATION WELL
 GY1924
 GY1924  HISTORY     - Date     Condition        Report By
 GY1924  HISTORY     - 1950     MONUMENTED       CGS
 GY1924  HISTORY     - 1967     GOOD             NGS
 GY1924
 GY1924                          STATION DESCRIPTION
 GY1924
 GY1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1924'6.5 MI NW FROM CHAVIES.
 GY1924'ABOUT 6.5 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY1924'RAILROAD FROM DUFFS GENERAL STORE AT CHAVIES, 0.3 MILE NORTH OF
 GY1924'MILEPOST 217, 15 1/2 FEET WEST OF THE WEST RAIL OF THE TRACK, SET
 GY1924'VERTICALLY IN THE EAST FACE OF A ROCK OUTCROP WHICH IS ABOUT 5
 GY1924'FEET HIGH, 69 1/2 FEET SOUTH OF THE WEST END OF A 24-INCH CAST
 GY1924'IRON PIPE CULVERT UNDER THE TRACK, ABOUT 2 FEET BELOW THE TOP OF
 GY1924'THE ROCK OUTCROP, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 GY1924'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0976 ***********************************************************************
 GZ0976  DESIGNATION -  K 176
 GZ0976  PID         -  GZ0976
 GZ0976  STATE/COUNTY-  KY/LINCOLN
 GZ0976  USGS QUAD   -  CRAB ORCHARD (1952)
 GZ0976
 GZ0976                         *CURRENT SURVEY CONTROL
 GZ0976  ___________________________________________________________________
 GZ0976* NAD 83(1986)-  37 26 47.     (N)    084 31 31.     (W)     SCALED    
 GZ0976* NAVD 88     -       299.074  (meters)     981.21   (feet)  ADJUSTED  
 GZ0976  ___________________________________________________________________
 GZ0976  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GZ0976  DYNAMIC HT  -         298.843 (meters)     980.45  (feet)  COMP
 GZ0976  MODELED GRAV-     979,850.8   (mgal)                       NAVD 88
 GZ0976
 GZ0976  VERT ORDER  -  SECOND    CLASS 0
 GZ0976
 GZ0976.The horizontal coordinates were scaled from a topographic map and have
 GZ0976.an estimated accuracy of +/- 6 seconds.
 GZ0976
 GZ0976.The orthometric height was determined by differential leveling
 GZ0976.and adjusted by the National Geodetic Survey in June 1991..
 GZ0976
 GZ0976.The geoid height was determined by GEOID03.
 GZ0976
 GZ0976.The dynamic height is computed by dividing the NAVD 88
 GZ0976.geopotential number by the normal gravity value computed on the
 GZ0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0976.degrees latitude (g = 980.6199 gals.).
 GZ0976
 GZ0976.The modeled gravity was interpolated from observed gravity values.
 GZ0976
 GZ0976;                    North         East    Units  Estimated Accuracy
 GZ0976;SPC KY1Z     - 1,124,240.    1,608,360.      MT  (+/- 180 meters Scaled)
 GZ0976
 GZ0976                          SUPERSEDED SURVEY CONTROL
 GZ0976
 GZ0976  NGVD 29 (??/??/92)  299.218  (m)          981.68   (f) ADJ UNCH    2 0
 GZ0976
 GZ0976.Superseded values are not recommended for survey control.
 GZ0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0976.See file dsdata.txt to determine how the superseded data were derived.
 GZ0976
 GZ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG189472(NAD 83)
 GZ0976_MARKER: DB = BENCH MARK DISK
 GZ0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0976_STAMPING: K 176 1950 981.684
 GZ0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0976+STABILITY: SURFACE MOTION
 GZ0976
 GZ0976  HISTORY     - Date     Condition        Report By
 GZ0976  HISTORY     - 1950     MONUMENTED       CGS
 GZ0976  HISTORY     - 1958     GOOD             NGS
 GZ0976
 GZ0976                          STATION DESCRIPTION
 GZ0976
 GZ0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0976'1 MI S FROM CRAB ORCHARD.
 GZ0976'ABOUT 0.3 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0976'FROM THE STATION AT CRAB ORCHARD, THENCE ABOUT 0.7 MILE SOUTH
 GZ0976'ALONG A GRAVEL ROAD, AT A ONE STORY FRAME HOUSE SOUTHEAST OF ROAD,
 GZ0976'ON THE OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS EXTENDING
 GZ0976'NORTH AND SOUTHWEST, 55 1/2 FEET NORTH OF THE NORTH CORNER OF THE
 GZ0976'HOUSE, 41 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 20.8
 GZ0976'FEET SOUTHEAST OF THE NORTH CORNER OF LAWN FENCE, 13 FEET
 GZ0976'SOUTHWEST OF THE CENTER LINE OF A DRIVE SOUTHEAST, 1 1/2 FEET
 GZ0976'NORTHEAST OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN
 GZ0976'WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A
 GZ0976'CONCRETE POST PROJECTING 4 INCHES.
 GZ0976
 GZ0976                          STATION RECOVERY (1958)
 GZ0976
 GZ0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0405 ***********************************************************************
 GZ0405  DESIGNATION -  K 177
 GZ0405  PID         -  GZ0405
 GZ0405  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0405  USGS QUAD   -  MOUNT VERNON (1993)
 GZ0405
 GZ0405                         *CURRENT SURVEY CONTROL
 GZ0405  ___________________________________________________________________
 GZ0405* NAD 83(1986)-  37 15 21.     (N)    084 21 38.     (W)     SCALED    
 GZ0405* NAVD 88     -       312.229  (meters)    1024.37   (feet)  ADJUSTED  
 GZ0405  ___________________________________________________________________
 GZ0405  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GZ0405  DYNAMIC HT  -         311.996 (meters)    1023.61  (feet)  COMP
 GZ0405  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 GZ0405
 GZ0405  VERT ORDER  -  SECOND    CLASS 0
 GZ0405
 GZ0405.The horizontal coordinates were scaled from a topographic map and have
 GZ0405.an estimated accuracy of +/- 6 seconds.
 GZ0405
 GZ0405.The orthometric height was determined by differential leveling
 GZ0405.and adjusted by the National Geodetic Survey in June 1991..
 GZ0405
 GZ0405.The geoid height was determined by GEOID03.
 GZ0405
 GZ0405.The dynamic height is computed by dividing the NAVD 88
 GZ0405.geopotential number by the normal gravity value computed on the
 GZ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0405.degrees latitude (g = 980.6199 gals.).
 GZ0405
 GZ0405.The modeled gravity was interpolated from observed gravity values.
 GZ0405
 GZ0405;                    North         East    Units  Estimated Accuracy
 GZ0405;SPC KY1Z     - 1,103,300.    1,623,250.      MT  (+/- 180 meters Scaled)
 GZ0405
 GZ0405                          SUPERSEDED SURVEY CONTROL
 GZ0405
 GZ0405  NGVD 29 (??/??/92)  312.396  (m)         1024.92   (f) ADJ UNCH    2 0
 GZ0405
 GZ0405.Superseded values are not recommended for survey control.
 GZ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0405.See file dsdata.txt to determine how the superseded data were derived.
 GZ0405
 GZ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG340265(NAD 83)
 GZ0405_MARKER: DB = BENCH MARK DISK
 GZ0405_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0405_SP_SET: ROCK OUTCROP
 GZ0405_STAMPING: K 177 1950 1024.919
 GZ0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0405+STABILITY: POSITION/ELEVATION WELL
 GZ0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0405+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 GZ0405
 GZ0405  HISTORY     - Date     Condition        Report By
 GZ0405  HISTORY     - 1950     MONUMENTED       CGS
 GZ0405  HISTORY     - 1958     GOOD             NGS
 GZ0405  HISTORY     - 20050427 GOOD             KYTC
 GZ0405
 GZ0405                          STATION DESCRIPTION
 GZ0405
 GZ0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0405'3.2 MI S FROM SAND SPRINGS.
 GZ0405'ABOUT 3.2 MILES SOUTH ALONG A ROAD FROM THE POST OFFICE AT SAND
 GZ0405'SPRINGS, ABOUT 0.45 MILE NORTH OF A BRIDGE OVER SKEGGS CREEK,
 GZ0405'ABOUT 0.9 MILE SOUTH OF THE SOUTHEAST CORNER OF A ROAD TRIANGLE,
 GZ0405'AT A DRIVE WAY SOUTH TO A HOUSE, SET IN THE TOP OF AN OUTCROPPING
 GZ0405'OF ROCK, 105 FEET SOUTHWEST OF THE SOUTH CORNER OF SMALL TWO
 GZ0405'ROOM FRAME HOUSE, 35 FEET EAST OF THE CENTER OF THE JUNCTION OF
 GZ0405'ROAD AND DRIVE, 34 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GZ0405'24 FEET NORTHEAST OF A LINE 12-INCH BLACK WALNUT TREE, 22 FEET
 GZ0405'SOUTHWEST OF A LONE 6-INCH BLACK WALNUT TREE, 2 1/2 FEET
 GZ0405'WEST OF THE WEST END OF A 20 BY 12-FOOT FLAT ROCK, AND ABOUT
 GZ0405'6 FEET ABOVE THE ROAD.  NOTE-- THE MARK IS MUTILATED BUT SOLID.
 GZ0405
 GZ0405                          STATION RECOVERY (1958)
 GZ0405
 GZ0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0405'RECOVERED IN GOOD CONDITION.
 GZ0405
 GZ0405                          STATION RECOVERY (2005)
 GZ0405
 GZ0405'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0427 ***********************************************************************
 GZ0427  DESIGNATION -  K 178 RESET 1957
 GZ0427  PID         -  GZ0427
 GZ0427  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0427  USGS QUAD   -  MARETBURG (1979)
 GZ0427
 GZ0427                         *CURRENT SURVEY CONTROL
 GZ0427  ___________________________________________________________________
 GZ0427* NAD 83(1986)-  37 21 41.     (N)    084 27 43.     (W)     SCALED    
 GZ0427* NAVD 88     -       377.31   (meters)    1237.9    (feet)  RESET     
 GZ0427  ___________________________________________________________________
 GZ0427  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GZ0427
 GZ0427  VERT ORDER  -  THIRD
 GZ0427
 GZ0427.The horizontal coordinates were scaled from a topographic map and have
 GZ0427.an estimated accuracy of +/- 6 seconds.
 GZ0427
 GZ0427.The orthometric height was computed from unverified reset data.
 GZ0427.No vertical observational check was made to the station.
 GZ0427
 GZ0427.The geoid height was determined by GEOID03.
 GZ0427
 GZ0427;                    North         East    Units  Estimated Accuracy
 GZ0427;SPC KY1Z     - 1,114,890.    1,614,100.      MT  (+/- 180 meters Scaled)
 GZ0427
 GZ0427                          SUPERSEDED SURVEY CONTROL
 GZ0427
 GZ0427  NGVD 29 (10/08/05)  377.46   (m)         1238.4    (f) RESET       3  
 GZ0427
 GZ0427.Superseded values are not recommended for survey control.
 GZ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0427.See file dsdata.txt to determine how the superseded data were derived.
 GZ0427
 GZ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG247379(NAD 83)
 GZ0427_MARKER: DB = BENCH MARK DISK
 GZ0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0427_STAMPING: K 178 RESET 1957 1238.396
 GZ0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0427+STABILITY: SURFACE MOTION
 GZ0427
 GZ0427  HISTORY     - Date     Condition        Report By
 GZ0427  HISTORY     - 1957     MONUMENTED       CGS
 GZ0427  HISTORY     - 1958     GOOD             NGS
 GZ0427
 GZ0427                          STATION DESCRIPTION
 GZ0427
 GZ0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0427'5.8 MI SW FROM BRODHEAD.
 GZ0427'1.7 MILES SOUTH ALONG U.S. HIGHWAY 150 FROM THE L. AND N. RR.
 GZ0427'STATION AT BRODHEAD, THENCE 2.25 MILES SOUTHWEST ALONG STATE
 GZ0427'HIGHWAY 70, THENCE 1.35 MILES WEST ALONG A GRAVEL ROAD, 0.3
 GZ0427'MILE WEST OF OTTAWA CHURCH, 0.25 MILE WEST OF THE JUNCTION OF A
 GZ0427'ROAD NORTH, AT ON OLD BUILDING, 80 FEET NORTH OF THE CENTER OF
 GZ0427'ROAD, 33.4 FEET NORTH OF THE SOUTHWEST CORNER OF BUILDING, 3 FEET
 GZ0427'SOUTHWEST OF THE NORTHWEST CORNER OF BUILDING, 2.2 FEET WEST OF THE
 GZ0427'WEST WALL, 1.4 FEET SOUTH OF THE END POST IN FENCE LINE EXTENDING
 GZ0427'NORTH, AND ABOUT 4.5 FEET ABOVE THE LEVEL OF ROAD.  STANDARD
 GZ0427'DISK IN CONCRETE POST, PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0415 ***********************************************************************
 GZ0415  DESIGNATION -  K 179
 GZ0415  PID         -  GZ0415
 GZ0415  STATE/COUNTY-  KY/PULASKI
 GZ0415  USGS QUAD   -  SHOPVILLE (1987)
 GZ0415
 GZ0415                         *CURRENT SURVEY CONTROL
 GZ0415  ___________________________________________________________________
 GZ0415* NAD 83(1986)-  37 11 40.     (N)    084 28 07.     (W)     SCALED    
 GZ0415* NAVD 88     -       301.596  (meters)     989.49   (feet)  ADJUSTED  
 GZ0415  ___________________________________________________________________
 GZ0415  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ0415  DYNAMIC HT  -         301.368 (meters)     988.74  (feet)  COMP
 GZ0415  MODELED GRAV-     979,865.4   (mgal)                       NAVD 88
 GZ0415
 GZ0415  VERT ORDER  -  SECOND    CLASS 0
 GZ0415
 GZ0415.The horizontal coordinates were scaled from a topographic map and have
 GZ0415.an estimated accuracy of +/- 6 seconds.
 GZ0415
 GZ0415.The orthometric height was determined by differential leveling
 GZ0415.and adjusted by the National Geodetic Survey in June 1991..
 GZ0415
 GZ0415.The geoid height was determined by GEOID03.
 GZ0415
 GZ0415.The dynamic height is computed by dividing the NAVD 88
 GZ0415.geopotential number by the normal gravity value computed on the
 GZ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0415.degrees latitude (g = 980.6199 gals.).
 GZ0415
 GZ0415.The modeled gravity was interpolated from observed gravity values.
 GZ0415
 GZ0415;                    North         East    Units  Estimated Accuracy
 GZ0415;SPC KY1Z     - 1,096,350.    1,613,760.      MT  (+/- 180 meters Scaled)
 GZ0415
 GZ0415                          SUPERSEDED SURVEY CONTROL
 GZ0415
 GZ0415  NGVD 29 (??/??/92)  301.762  (m)          990.03   (f) ADJ UNCH    2 0
 GZ0415
 GZ0415.Superseded values are not recommended for survey control.
 GZ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0415.See file dsdata.txt to determine how the superseded data were derived.
 GZ0415
 GZ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG246194(NAD 83)
 GZ0415_MARKER: DB = BENCH MARK DISK
 GZ0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0415_STAMPING: K 179 1950 990.031
 GZ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0415+STABILITY: SURFACE MOTION
 GZ0415
 GZ0415  HISTORY     - Date     Condition        Report By
 GZ0415  HISTORY     - 1950     MONUMENTED       CGS
 GZ0415  HISTORY     - 1958     GOOD             NGS
 GZ0415
 GZ0415                          STATION DESCRIPTION
 GZ0415
 GZ0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0415'3.1 MI N FROM SHOPVILLE.
 GZ0415'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0415'SHOPVILLE, THENCE ABOUT 1.45 MILES NORTHEAST ALONG A GRAVEL
 GZ0415'ROAD, THENCE ABOUT 0.6 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE
 GZ0415'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 461, ABOUT 0.4 MILE
 GZ0415'NORTH OF CARTERS STORE AT VALLEY OAK, ABOUT 1.15 MILES SOUTH OF
 GZ0415'BRIDGE OVER BUCK CREEK, AT THE NORTH END OF A SHALLOW CUT, 76
 GZ0415'FEET SOUTH OF A FENCE CORNER, 70 FEET EAST AND ACROSS THE
 GZ0415'HIGHWAY FROM A POWER POLE, ABOUT 10 YARDS SOUTHWEST OF WATERS
 GZ0415'EDGE OF A SMALL STOCK POND WHICH IS LOCATED AT THE NORTHWEST
 GZ0415'CORNER OF A PASTURE, 28 FEET EAST OF THE CENTER LINE OF THE
 GZ0415'HIGHWAY, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A
 GZ0415'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET
 GZ0415'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0415
 GZ0415                          STATION RECOVERY (1958)
 GZ0415
 GZ0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0413 ***********************************************************************
 HB0413  DESIGNATION -  K 18
 HB0413  PID         -  HB0413
 HB0413  STATE/COUNTY-  KY/MCCRACKEN
 HB0413  USGS QUAD   -  PADUCAH EAST (1982)
 HB0413
 HB0413                         *CURRENT SURVEY CONTROL
 HB0413  ___________________________________________________________________
 HB0413* NAD 83(1986)-  37 02 18.     (N)    088 32 35.     (W)     SCALED    
 HB0413* NAVD 88     -       105.913  (meters)     347.48   (feet)  ADJUSTED  
 HB0413  ___________________________________________________________________
 HB0413  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 HB0413  DYNAMIC HT  -         105.834 (meters)     347.22  (feet)  COMP
 HB0413  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 HB0413
 HB0413  VERT ORDER  -  FIRST     CLASS I
 HB0413
 HB0413.The horizontal coordinates were scaled from a topographic map and have
 HB0413.an estimated accuracy of +/- 6 seconds.
 HB0413
 HB0413.The orthometric height was determined by differential leveling
 HB0413.and adjusted by the National Geodetic Survey in June 1991..
 HB0413
 HB0413.The geoid height was determined by GEOID03.
 HB0413
 HB0413.The dynamic height is computed by dividing the NAVD 88
 HB0413.geopotential number by the normal gravity value computed on the
 HB0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0413.degrees latitude (g = 980.6199 gals.).
 HB0413
 HB0413.The modeled gravity was interpolated from observed gravity values.
 HB0413
 HB0413;                    North         East    Units  Estimated Accuracy
 HB0413;SPC KY1Z     - 1,081,960.    1,251,550.      MT  (+/- 180 meters Scaled)
 HB0413
 HB0413                          SUPERSEDED SURVEY CONTROL
 HB0413
 HB0413  NGVD 29 (??/??/??)  105.940  (m)          347.57   (f) ADJUSTED    1 1
 HB0413
 HB0413.Superseded values are not recommended for survey control.
 HB0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0413.See file dsdata.txt to determine how the superseded data were derived.
 HB0413
 HB0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG627002(NAD 83)
 HB0413_MARKER: DB = BENCH MARK DISK
 HB0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0413_STAMPING: K 18 1933
 HB0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0413+STABILITY: SURFACE MOTION
 HB0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0413+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2002
 HB0413
 HB0413  HISTORY     - Date     Condition        Report By
 HB0413  HISTORY     - 1933     MONUMENTED       CGS
 HB0413  HISTORY     - 1968     GOOD             CGS
 HB0413  HISTORY     - 1972     GOOD             NGS
 HB0413  HISTORY     - 20020319 GOOD             USACE
 HB0413  HISTORY     - 20031005 GOOD             USPSQD
 HB0413
 HB0413                          STATION DESCRIPTION
 HB0413
 HB0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0413'5.2 MI SE FROM PADUCAH.
 HB0413'ABOUT 0.45 MILE SOUTHWEST ALONG BROADWAY FROM THE POST OFFICE
 HB0413'AT PADUCAH, THENCE 4.7 MILES SOUTHEAST ALONG THE ILLINOIS
 HB0413'CENTRAL RAILROAD, 0.4 MILE SOUTHEAST OF A RAILROAD BRIDGE OVER
 HB0413'CLARKS RIVER, 22 1/2 RAILS SOUTHEAST OF MILEPOST 221, 71 1/2
 HB0413'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 31
 HB0413'FEET NORTHWEST OF A T FENCE CORNER, 2 FEET NORTHWEST OF A FENCE,
 HB0413'1 1/2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 HB0413'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HB0413'WHICH PROJECTS 2 INCHES.
 HB0413
 HB0413                          STATION RECOVERY (1972)
 HB0413
 HB0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0413'RECOVERED IN GOOD CONDITION.
 HB0413
 HB0413                          STATION RECOVERY (2002)
 HB0413
 HB0413'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0413'RECOVERED IN GOOD CONDITION.
 HB0413
 HB0413                          STATION RECOVERY (2003)
 HB0413
 HB0413'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0311 ***********************************************************************
 GZ0311  DESIGNATION -  K 181
 GZ0311  PID         -  GZ0311
 GZ0311  STATE/COUNTY-  KY/LAUREL
 GZ0311  USGS QUAD   -  LONDON (1969)
 GZ0311
 GZ0311                         *CURRENT SURVEY CONTROL
 GZ0311  ___________________________________________________________________
 GZ0311* NAD 83(1986)-  37 13 20.     (N)    084 03 23.     (W)     SCALED    
 GZ0311* NAVD 88     -       312.354  (meters)    1024.78   (feet)  ADJUSTED  
 GZ0311  ___________________________________________________________________
 GZ0311  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GZ0311  DYNAMIC HT  -         312.109 (meters)    1023.98  (feet)  COMP
 GZ0311  MODELED GRAV-     979,837.5   (mgal)                       NAVD 88
 GZ0311
 GZ0311  VERT ORDER  -  SECOND    CLASS 0
 GZ0311
 GZ0311.The horizontal coordinates were scaled from a topographic map and have
 GZ0311.an estimated accuracy of +/- 6 seconds.
 GZ0311
 GZ0311.The orthometric height was determined by differential leveling
 GZ0311.and adjusted by the National Geodetic Survey in June 1991..
 GZ0311
 GZ0311.The geoid height was determined by GEOID03.
 GZ0311
 GZ0311.The dynamic height is computed by dividing the NAVD 88
 GZ0311.geopotential number by the normal gravity value computed on the
 GZ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0311.degrees latitude (g = 980.6199 gals.).
 GZ0311
 GZ0311.The modeled gravity was interpolated from observed gravity values.
 GZ0311
 GZ0311;                    North         East    Units  Estimated Accuracy
 GZ0311;SPC KY1Z     - 1,100,020.    1,650,300.      MT  (+/- 180 meters Scaled)
 GZ0311
 GZ0311                          SUPERSEDED SURVEY CONTROL
 GZ0311
 GZ0311  NGVD 29 (??/??/92)  312.511  (m)         1025.30   (f) ADJ UNCH    2 0
 GZ0311
 GZ0311.Superseded values are not recommended for survey control.
 GZ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0311.See file dsdata.txt to determine how the superseded data were derived.
 GZ0311
 GZ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG611235(NAD 83)
 GZ0311_MARKER: DB = BENCH MARK DISK
 GZ0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0311_STAMPING: K 181 1950 1025.296
 GZ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0311+STABILITY: SURFACE MOTION
 GZ0311
 GZ0311  HISTORY     - Date     Condition        Report By
 GZ0311  HISTORY     - 1950     MONUMENTED       CGS
 GZ0311  HISTORY     - 1957     POOR             NGS
 GZ0311
 GZ0311                          STATION DESCRIPTION
 GZ0311
 GZ0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0311'2 MI SW FROM GREENMOUNT.
 GZ0311'ABOUT 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE
 GZ0311'JUNCTION OF STATE HIGHWAY 585 AT GREENMOUNT, ABOUT 0.8 MILE
 GZ0311'SOUTHWEST OF THE VILLAGE OF ATLANTA, AT A DRIVE NORTHWEST TO A
 GZ0311'WHITE FRAME HOUSE, 49 FEET SOUTHEAST OF THE CENTER LINE OF
 GZ0311'HIGHWAY AND CENTER OF JUNCTION, 51 FEET WEST OF A LONE 24-INCH
 GZ0311'FORKED MAPLE TREE IN A PASTURE, 9 FEET NORTHEAST OF THE CENTER
 GZ0311'LINE OF A DRIVE WAY SOUTHEAST INTO PASTURE, 11 1/2 FEET SOUTHEAST
 GZ0311'OF THE NORTHEAST END OF A 30-INCH PIPE CULVERT UNDER DRIVE TO
 GZ0311'PASTURE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ0311'4 1/2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GZ0311'POST PROJECTING 2 INCHES.  NOTE-- THE MARK IS MUTILATED BUT
 GZ0311'SOLID.
 GZ0311
 GZ0311                          STATION RECOVERY (1957)
 GZ0311
 GZ0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0311'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0332 ***********************************************************************
 GZ0332  DESIGNATION -  K 182
 GZ0332  PID         -  GZ0332
 GZ0332  STATE/COUNTY-  KY/LAUREL
 GZ0332  USGS QUAD   -  LONDON (1969)
 GZ0332
 GZ0332                         *CURRENT SURVEY CONTROL
 GZ0332  ___________________________________________________________________
 GZ0332* NAD 83(1986)-  37 08 18.     (N)    084 02 49.     (W)     SCALED    
 GZ0332* NAVD 88     -       353.413  (meters)    1159.49   (feet)  ADJUSTED  
 GZ0332  ___________________________________________________________________
 GZ0332  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GZ0332  DYNAMIC HT  -         353.130 (meters)    1158.56  (feet)  COMP
 GZ0332  MODELED GRAV-     979,820.1   (mgal)                       NAVD 88
 GZ0332
 GZ0332  VERT ORDER  -  SECOND    CLASS 0
 GZ0332
 GZ0332.The horizontal coordinates were scaled from a topographic map and have
 GZ0332.an estimated accuracy of +/- 6 seconds.
 GZ0332
 GZ0332.The orthometric height was determined by differential leveling
 GZ0332.and adjusted by the National Geodetic Survey in June 1991..
 GZ0332
 GZ0332.The geoid height was determined by GEOID03.
 GZ0332
 GZ0332.The dynamic height is computed by dividing the NAVD 88
 GZ0332.geopotential number by the normal gravity value computed on the
 GZ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0332.degrees latitude (g = 980.6199 gals.).
 GZ0332
 GZ0332.The modeled gravity was interpolated from observed gravity values.
 GZ0332
 GZ0332;                    North         East    Units  Estimated Accuracy
 GZ0332;SPC KY1Z     - 1,090,720.    1,651,310.      MT  (+/- 180 meters Scaled)
 GZ0332
 GZ0332                          SUPERSEDED SURVEY CONTROL
 GZ0332
 GZ0332  NGVD 29 (??/??/92)  353.564  (m)         1159.98   (f) ADJ UNCH    2 0
 GZ0332
 GZ0332.Superseded values are not recommended for survey control.
 GZ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0332.See file dsdata.txt to determine how the superseded data were derived.
 GZ0332
 GZ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG623143(NAD 83)
 GZ0332_MARKER: DB = BENCH MARK DISK
 GZ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0332_STAMPING: K 182 1950 1159.985
 GZ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0332+STABILITY: SURFACE MOTION
 GZ0332
 GZ0332  HISTORY     - Date     Condition        Report By
 GZ0332  HISTORY     - 1950     MONUMENTED       CGS
 GZ0332  HISTORY     - 1957     GOOD             NGS
 GZ0332
 GZ0332                          STATION DESCRIPTION
 GZ0332
 GZ0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ0332'2 MI NE FROM LONDON.
 GZ0332'0.85 MILE EAST ALONG STATE HIGHWAY 80 FROM THE CROSSING OF THE
 GZ0332'LOUISVILLE AND NASHVILLE RAILROAD AT LONDON, THENCE 1.1 MILES
 GZ0332'NORTHEAST ALONG STATE HIGHWAY 472, 0.25 MILE SOUTHWEST OF THE
 GZ0332'JUNCTION OF A GRAVEL ROAD SOUTH, 0.1 MILE SOUTHWEST OF A 24 FOOT
 GZ0332'CONCRETE CULVERT WITH TWO PARTITIONS, AT THE JUNCTION OF A DIRT
 GZ0332'ROAD NORTHWEST, 51 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY,
 GZ0332'54 FEET SOUTHEAST OF AN 18-INCH BEECH TREE, 27.8 FEET NORTHWEST
 GZ0332'OF A TELEPHONE POLE AND FENCE CORNER, 16.5 FEET NORTHEAST OF
 GZ0332'THE CENTER OF DIRT ROAD, 10.7 FEET SOUTHWEST OF THE THIRD FENCE
 GZ0332'POST FROM CORNER, 8.5 FEET SOUTH OF A LARGE STUMP OF OAK TREE,
 GZ0332'AT THE NORTHEAST EDGE OF THE FILL OF ROAD NORTHWEST, SET IN THE
 GZ0332'TOP OF CONCRETE POST 10 INCHES UNDERGROUND, ABOUT 4 FEET BELOW
 GZ0332'THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2660 ***********************************************************************
 GY2660  DESIGNATION -  K 183
 GY2660  PID         -  GY2660
 GY2660  STATE/COUNTY-  KY/LAUREL
 GY2660  USGS QUAD   -  BLACKWATER (1979)
 GY2660
 GY2660                         *CURRENT SURVEY CONTROL
 GY2660  ___________________________________________________________________
 GY2660* NAD 83(1986)-  37 05 05.     (N)    083 55 21.     (W)     SCALED    
 GY2660* NAVD 88     -       374.713  (meters)    1229.37   (feet)  ADJUSTED  
 GY2660  ___________________________________________________________________
 GY2660  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GY2660  DYNAMIC HT  -         374.410 (meters)    1228.38  (feet)  COMP
 GY2660  MODELED GRAV-     979,811.4   (mgal)                       NAVD 88
 GY2660
 GY2660  VERT ORDER  -  SECOND    CLASS 0
 GY2660
 GY2660.The horizontal coordinates were scaled from a topographic map and have
 GY2660.an estimated accuracy of +/- 6 seconds.
 GY2660
 GY2660.The orthometric height was determined by differential leveling
 GY2660.and adjusted by the National Geodetic Survey in June 1991..
 GY2660
 GY2660.The geoid height was determined by GEOID03.
 GY2660
 GY2660.The dynamic height is computed by dividing the NAVD 88
 GY2660.geopotential number by the normal gravity value computed on the
 GY2660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2660.degrees latitude (g = 980.6199 gals.).
 GY2660
 GY2660.The modeled gravity was interpolated from observed gravity values.
 GY2660
 GY2660;                    North         East    Units  Estimated Accuracy
 GY2660;SPC KY1Z     - 1,084,980.    1,662,480.      MT  (+/- 180 meters Scaled)
 GY2660
 GY2660                          SUPERSEDED SURVEY CONTROL
 GY2660
 GY2660  NGVD 29 (??/??/92)  374.866  (m)         1229.87   (f) ADJ UNCH    2 0
 GY2660
 GY2660.Superseded values are not recommended for survey control.
 GY2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2660.See file dsdata.txt to determine how the superseded data were derived.
 GY2660
 GY2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB402082(NAD 83)
 GY2660_MARKER: DB = BENCH MARK DISK
 GY2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2660_STAMPING: K 183 1950 1229.873
 GY2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2660+STABILITY: SURFACE MOTION
 GY2660
 GY2660  HISTORY     - Date     Condition        Report By
 GY2660  HISTORY     - 1950     MONUMENTED       CGS
 GY2660  HISTORY     - 1957     GOOD             NGS
 GY2660
 GY2660                          STATION DESCRIPTION
 GY2660
 GY2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2660'AT LIDA.
 GY2660'AT LIDA, (FORMERLY VILLAGE OF BUSH), AT THE PROVIDENCE BAPTIST
 GY2660'CHURCH, 257 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 80,
 GY2660'91 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH
 GY2660'BUILDING, 90 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BUSH
 GY2660'MASONIC LODGE, 69 FEET SOUTH OF A POWER POLE WITH TRANSFORMER,
 GY2660'36 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 4 1/2 FEET
 GY2660'SOUTHWEST OF A TELEPHONE POLE, 1 1/2 FEET WEST OF A WHITE WOODEN
 GY2660'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP
 GY2660'OF A CONCRETE POST PROJECTING 5 INCHES.
 GY2660
 GY2660                          STATION RECOVERY (1957)
 GY2660
 GY2660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0320 ***********************************************************************
 GZ0320  DESIGNATION -  K 184
 GZ0320  PID         -  GZ0320
 GZ0320  STATE/COUNTY-  KY/JACKSON
 GZ0320  USGS QUAD   -  PARROT (1976)
 GZ0320
 GZ0320                         *CURRENT SURVEY CONTROL
 GZ0320  ___________________________________________________________________
 GZ0320* NAD 83(1986)-  37 18 30.     (N)    084 01 12.     (W)     SCALED    
 GZ0320* NAVD 88     -       299.748  (meters)     983.42   (feet)  ADJUSTED  
 GZ0320  ___________________________________________________________________
 GZ0320  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GZ0320  DYNAMIC HT  -         299.513 (meters)     982.65  (feet)  COMP
 GZ0320  MODELED GRAV-     979,837.1   (mgal)                       NAVD 88
 GZ0320
 GZ0320  VERT ORDER  -  SECOND    CLASS 0
 GZ0320
 GZ0320.The horizontal coordinates were scaled from a topographic map and have
 GZ0320.an estimated accuracy of +/- 6 seconds.
 GZ0320
 GZ0320.The orthometric height was determined by differential leveling
 GZ0320.and adjusted by the National Geodetic Survey in June 1991..
 GZ0320
 GZ0320.The geoid height was determined by GEOID03.
 GZ0320
 GZ0320.The dynamic height is computed by dividing the NAVD 88
 GZ0320.geopotential number by the normal gravity value computed on the
 GZ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0320.degrees latitude (g = 980.6199 gals.).
 GZ0320
 GZ0320.The modeled gravity was interpolated from observed gravity values.
 GZ0320
 GZ0320;                    North         East    Units  Estimated Accuracy
 GZ0320;SPC KY1Z     - 1,109,630.    1,653,350.      MT  (+/- 180 meters Scaled)
 GZ0320
 GZ0320                          SUPERSEDED SURVEY CONTROL
 GZ0320
 GZ0320  NGVD 29 (??/??/92)  299.904  (m)          983.93   (f) ADJ UNCH    2 0
 GZ0320
 GZ0320.Superseded values are not recommended for survey control.
 GZ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0320.See file dsdata.txt to determine how the superseded data were derived.
 GZ0320
 GZ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG641332(NAD 83)
 GZ0320_MARKER: DB = BENCH MARK DISK
 GZ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0320_STAMPING: K 184 1950 983.935
 GZ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0320+STABILITY: SURFACE MOTION
 GZ0320
 GZ0320  HISTORY     - Date     Condition        Report By
 GZ0320  HISTORY     - 1950     MONUMENTED       CGS
 GZ0320  HISTORY     - 1957     GOOD             NGS
 GZ0320  HISTORY     - 20050425 MARK NOT FOUND   KYTC
 GZ0320
 GZ0320                          STATION DESCRIPTION
 GZ0320
 GZ0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0320'2.1 MI NE FROM PEOPLES.
 GZ0320'ABOUT 2.1 MILES NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST
 GZ0320'OFFICE AT PEOPLES, ABOUT 1.85 MILES SOUTHWEST OF THE POST OFFICE
 GZ0320'AT BOND, AT NICHOLS CROSSROADS, 69 FEET EAST OF THE CENTER OF
 GZ0320'THE INTERSECTION, 60 FEET NORTHEAST OF THE CENTER LINE OF THE
 GZ0320'ROAD SOUTHEAST, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GZ0320'HIGHWAY, 9 1/2 FEET NORTH OF THE NORTH CORNER OF AN OLD STORE
 GZ0320'BUILDING, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 GZ0320'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ0320'4 INCHES.
 GZ0320
 GZ0320                          STATION RECOVERY (1957)
 GZ0320
 GZ0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0320'RECOVERED IN GOOD CONDITION.
 GZ0320
 GZ0320                          STATION RECOVERY (2005)
 GZ0320
 GZ0320'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0320'STORE BUILDING NO LONGER PRESENT, MOBILE HOME SITE, LOT HAS BEEN
 GZ0320'GRADED, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2647 ***********************************************************************
 GY2647  DESIGNATION -  K 185
 GY2647  PID         -  GY2647
 GY2647  STATE/COUNTY-  KY/CLAY
 GY2647  USGS QUAD   -  PORTERSBURG (1979)
 GY2647
 GY2647                         *CURRENT SURVEY CONTROL
 GY2647  ___________________________________________________________________
 GY2647* NAD 83(1986)-  37 13 21.     (N)    083 53 19.     (W)     SCALED    
 GY2647* NAVD 88     -       339.307  (meters)    1113.21   (feet)  ADJUSTED  
 GY2647  ___________________________________________________________________
 GY2647  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GY2647  DYNAMIC HT  -         339.039 (meters)    1112.33  (feet)  COMP
 GY2647  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 GY2647
 GY2647  VERT ORDER  -  SECOND    CLASS 0
 GY2647
 GY2647.The horizontal coordinates were scaled from a topographic map and have
 GY2647.an estimated accuracy of +/- 6 seconds.
 GY2647
 GY2647.The orthometric height was determined by differential leveling
 GY2647.and adjusted by the National Geodetic Survey in June 1991..
 GY2647
 GY2647.The geoid height was determined by GEOID03.
 GY2647
 GY2647.The dynamic height is computed by dividing the NAVD 88
 GY2647.geopotential number by the normal gravity value computed on the
 GY2647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2647.degrees latitude (g = 980.6199 gals.).
 GY2647
 GY2647.The modeled gravity was interpolated from observed gravity values.
 GY2647
 GY2647;                    North         East    Units  Estimated Accuracy
 GY2647;SPC KY1Z     - 1,100,330.    1,665,190.      MT  (+/- 180 meters Scaled)
 GY2647
 GY2647                          SUPERSEDED SURVEY CONTROL
 GY2647
 GY2647  NGVD 29 (??/??/92)  339.462  (m)         1113.72   (f) ADJ UNCH    2 0
 GY2647
 GY2647.Superseded values are not recommended for survey control.
 GY2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2647.See file dsdata.txt to determine how the superseded data were derived.
 GY2647
 GY2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB437234(NAD 83)
 GY2647_MARKER: DB = BENCH MARK DISK
 GY2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2647_STAMPING: K 185 1950 1113.718
 GY2647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2647+STABILITY: SURFACE MOTION
 GY2647
 GY2647  HISTORY     - Date     Condition        Report By
 GY2647  HISTORY     - 1950     MONUMENTED       CGS
 GY2647  HISTORY     - 1957     POOR             NGS
 GY2647
 GY2647                          STATION DESCRIPTION
 GY2647
 GY2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2647'0.8 MI E FROM FOGERTOWN.
 GY2647'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 472 FROM THE POST OFFICE
 GY2647'AT FOGERTOWN, ABOUT 130 YARDS EAST OF A SMALL TWO STORY GREEN
 GY2647'TAR-PAPER COVERED HOUSE, 44 FEET SOUTHEAST OF THE SOUTHEAST
 GY2647'CORNER OF A BARN, 132 FEET WEST OF THE NORTH END OF A 36-INCH
 GY2647'PIPE CULVERT UNDER HIGHWAY, 20 FEET NORTH OF THE CENTER LINE OF
 GY2647'THE HIGHWAY, 23 FEET EAST OF THE CENTER LINE OF A DRIVE TO BARN,
 GY2647'1 1/2 FEET NORTH OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE
 GY2647'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN
 GY2647'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE POST
 GY2647'OFFICE AT FOGERTOWN HAS BEEN CHANGED AND THE MARK IS 0.6 MILE
 GY2647'EAST OF THE NEW POST OFFICE.
 GY2647
 GY2647                          STATION RECOVERY (1957)
 GY2647
 GY2647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2647'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2775 ***********************************************************************
 GY2775  DESIGNATION -  K 186
 GY2775  PID         -  GY2775
 GY2775  STATE/COUNTY-  KY/CLAY
 GY2775  USGS QUAD   -  ONEIDA (1979)
 GY2775
 GY2775                         *CURRENT SURVEY CONTROL
 GY2775  ___________________________________________________________________
 GY2775* NAD 83(1986)-  37 17 22.     (N)    083 44 45.     (W)     SCALED    
 GY2775* NAVD 88     -       282.100  (meters)     925.52   (feet)  ADJUSTED  
 GY2775  ___________________________________________________________________
 GY2775  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GY2775  DYNAMIC HT  -         281.880 (meters)     924.80  (feet)  COMP
 GY2775  MODELED GRAV-     979,841.9   (mgal)                       NAVD 88
 GY2775
 GY2775  VERT ORDER  -  SECOND    CLASS 0
 GY2775
 GY2775.The horizontal coordinates were scaled from a topographic map and have
 GY2775.an estimated accuracy of +/- 6 seconds.
 GY2775
 GY2775.The orthometric height was determined by differential leveling
 GY2775.and adjusted by the National Geodetic Survey in June 1991..
 GY2775
 GY2775.The geoid height was determined by GEOID03.
 GY2775
 GY2775.The dynamic height is computed by dividing the NAVD 88
 GY2775.geopotential number by the normal gravity value computed on the
 GY2775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2775.degrees latitude (g = 980.6199 gals.).
 GY2775
 GY2775.The modeled gravity was interpolated from observed gravity values.
 GY2775
 GY2775;                    North         East    Units  Estimated Accuracy
 GY2775;SPC KY1Z     - 1,108,020.    1,677,690.      MT  (+/- 180 meters Scaled)
 GY2775
 GY2775                          SUPERSEDED SURVEY CONTROL
 GY2775
 GY2775  NGVD 29 (??/??/92)  282.262  (m)          926.05   (f) ADJ UNCH    2 0
 GY2775
 GY2775.Superseded values are not recommended for survey control.
 GY2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2775.See file dsdata.txt to determine how the superseded data were derived.
 GY2775
 GY2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB565305(NAD 83)
 GY2775_MARKER: DB = BENCH MARK DISK
 GY2775_SETTING: 66 = SET IN ROCK OUTCROP
 GY2775_SP_SET: ROCK OUTCROP
 GY2775_STAMPING: K 186 1950 926.055
 GY2775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2775+STABILITY: POSITION/ELEVATION WELL
 GY2775
 GY2775  HISTORY     - Date     Condition        Report By
 GY2775  HISTORY     - 1950     MONUMENTED       CGS
 GY2775  HISTORY     - 1957     POOR             NGS
 GY2775  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2775
 GY2775                          STATION DESCRIPTION
 GY2775
 GY2775'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2775'3.8 MI E FROM CHESTNUTBURG.
 GY2775'ABOUT 2.7 MILES EAST AND NORTHEAST ALONG A DIRT ROAD FROM THE
 GY2775'CROSSROADS AT CHESTNUTBURG, THENCE ABOUT 1.15 MILES
 GY2775'NORTHEAST ALONG A DIRT ROAD FOLLOWING CRADLE BOW BRANCH, AT THE
 GY2775'JUNCTION OF A ROAD SOUTH, 77 FEET WEST AND ACROSS MAIN ROAD FROM
 GY2775'A FENCE CORNER, 33 FEET WEST OF A POINT OF INTERSECTION OF CENTER
 GY2775'LINE OF MAIN ROAD AND WASH ACROSS ROAD, 7 1/2 FEET NORTH OF THE
 GY2775'CENTER LINE OF MAIN ROAD, 22 FEET SOUTHEAST OF A TRIANGULAR
 GY2775'BLAZED 14-INCH OAK TREE, 1 1/2 FEET ABOVE THE ROAD AND SET IN
 GY2775'THE TOP OF AN OUTCROP OF SANDSTONE.
 GY2775
 GY2775                          STATION RECOVERY (1957)
 GY2775
 GY2775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2775'MARK RECOVERED IN POOR CONDITION.
 GY2775
 GY2775                          STATION RECOVERY (1977)
 GY2775
 GY2775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2789 ***********************************************************************
 GY2789  DESIGNATION -  K 187
 GY2789  PID         -  GY2789
 GY2789  STATE/COUNTY-  KY/CLAY
 GY2789  USGS QUAD   -  BIG CREEK (1979)
 GY2789
 GY2789                         *CURRENT SURVEY CONTROL
 GY2789  ___________________________________________________________________
 GY2789* NAD 83(1986)-  37 10 42.     (N)    083 35 46.     (W)     SCALED    
 GY2789* NAVD 88     -       254.611  (meters)     835.34   (feet)  ADJUSTED  
 GY2789  ___________________________________________________________________
 GY2789  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GY2789  DYNAMIC HT  -         254.407 (meters)     834.67  (feet)  COMP
 GY2789  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 GY2789
 GY2789  VERT ORDER  -  SECOND    CLASS 0
 GY2789
 GY2789.The horizontal coordinates were scaled from a topographic map and have
 GY2789.an estimated accuracy of +/- 6 seconds.
 GY2789
 GY2789.The orthometric height was determined by differential leveling
 GY2789.and adjusted by the National Geodetic Survey in June 1991..
 GY2789
 GY2789.The geoid height was determined by GEOID03.
 GY2789
 GY2789.The dynamic height is computed by dividing the NAVD 88
 GY2789.geopotential number by the normal gravity value computed on the
 GY2789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2789.degrees latitude (g = 980.6199 gals.).
 GY2789
 GY2789.The modeled gravity was interpolated from observed gravity values.
 GY2789
 GY2789;                    North         East    Units  Estimated Accuracy
 GY2789;SPC KY1Z     - 1,095,990.    1,691,250.      MT  (+/- 180 meters Scaled)
 GY2789
 GY2789                          SUPERSEDED SURVEY CONTROL
 GY2789
 GY2789  NGVD 29 (??/??/92)  254.770  (m)          835.86   (f) ADJ UNCH    2 0
 GY2789
 GY2789.Superseded values are not recommended for survey control.
 GY2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2789.See file dsdata.txt to determine how the superseded data were derived.
 GY2789
 GY2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB695178(NAD 83)
 GY2789_MARKER: DB = BENCH MARK DISK
 GY2789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2789_STAMPING: K 187 1950 835.858
 GY2789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2789+STABILITY: SURFACE MOTION
 GY2789
 GY2789  HISTORY     - Date     Condition        Report By
 GY2789  HISTORY     - 1950     MONUMENTED       CGS
 GY2789  HISTORY     - 1957     GOOD             NGS
 GY2789  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2789
 GY2789                          STATION DESCRIPTION
 GY2789
 GY2789'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2789'AT ERILINE.
 GY2789'AT ERILINE, AT THE POST OFFICE, 159 FEET EAST AND ACROSS ROAD
 GY2789'FROM THE EAST CORNER OF POST OFFICE, 66 1/2 FEET NORTH OF THE
 GY2789'JUNCTION OF A ROAD NORTHEAST, 66 1/2 FEET NORTHEAST OF THE
 GY2789'CENTER LINE OF ROAD, 19 FEET NORTHWEST OF THE CENTER LINE OF
 GY2789'ROAD NORTHEAST, 1 1/2 FEET SOUTH OF A FENCE LINE, ABOUT LEVEL
 GY2789'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2789'4 INCHES.  NOTE-- THE MARK IS 9 FEET NORTH OF THE NORTH FENCE
 GY2789'LINE ALONG THE ROAD LEADING NORTHEAST.
 GY2789
 GY2789                          STATION RECOVERY (1957)
 GY2789
 GY2789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2789'RECOVERED IN GOOD CONDITION.
 GY2789
 GY2789                          STATION RECOVERY (1977)
 GY2789
 GY2789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2402 ***********************************************************************
 GY2402  DESIGNATION -  K 188
 GY2402  PID         -  GY2402
 GY2402  STATE/COUNTY-  KY/LESLIE
 GY2402  USGS QUAD   -  HYDEN WEST (1980)
 GY2402
 GY2402                         *CURRENT SURVEY CONTROL
 GY2402  ___________________________________________________________________
 GY2402* NAD 83(1986)-  37 11 33.     (N)    083 29 21.     (W)     SCALED    
 GY2402* NAVD 88     -       380.226  (meters)    1247.46   (feet)  ADJUSTED  
 GY2402  ___________________________________________________________________
 GY2402  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GY2402  DYNAMIC HT  -         379.913 (meters)    1246.43  (feet)  COMP
 GY2402  MODELED GRAV-     979,798.8   (mgal)                       NAVD 88
 GY2402
 GY2402  VERT ORDER  -  SECOND    CLASS 0
 GY2402
 GY2402.The horizontal coordinates were scaled from a topographic map and have
 GY2402.an estimated accuracy of +/- 6 seconds.
 GY2402
 GY2402.The orthometric height was determined by differential leveling
 GY2402.and adjusted by the National Geodetic Survey in June 1991..
 GY2402
 GY2402.The geoid height was determined by GEOID03.
 GY2402
 GY2402.The dynamic height is computed by dividing the NAVD 88
 GY2402.geopotential number by the normal gravity value computed on the
 GY2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2402.degrees latitude (g = 980.6199 gals.).
 GY2402
 GY2402.The modeled gravity was interpolated from observed gravity values.
 GY2402
 GY2402;                    North         East    Units  Estimated Accuracy
 GY2402;SPC KY1Z     - 1,097,790.    1,700,710.      MT  (+/- 180 meters Scaled)
 GY2402
 GY2402                          SUPERSEDED SURVEY CONTROL
 GY2402
 GY2402  NGVD 29 (??/??/92)  380.38   (m)         1248.0    (f) COMPUTED    2 0
 GY2402
 GY2402.Superseded values are not recommended for survey control.
 GY2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2402.See file dsdata.txt to determine how the superseded data were derived.
 GY2402
 GY2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB790191(NAD 83)
 GY2402_MARKER: DB = BENCH MARK DISK
 GY2402_SETTING: 66 = SET IN ROCK OUTCROP
 GY2402_SP_SET: ROCK OUTCROP
 GY2402_STAMPING: K 188 1950 1247.967
 GY2402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2402+STABILITY: POSITION/ELEVATION WELL
 GY2402
 GY2402  HISTORY     - Date     Condition        Report By
 GY2402  HISTORY     - 1950     MONUMENTED       CGS
 GY2402  HISTORY     - 1957     POOR             NGS
 GY2402  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2402  HISTORY     - 20020328 MARK NOT FOUND   KYDT
 GY2402  HISTORY     - 20020329 MARK NOT FOUND   KYDT
 GY2402
 GY2402                          STATION DESCRIPTION
 GY2402
 GY2402'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2402'2.7 MI S FROM SIZEROCK.
 GY2402'ABOUT 2.7 MILES SOUTH ALONG A ROAD FROM THE SCHOOL AT SIZE ROCK,
 GY2402'AT BOYD HOSKINS GROCERY STORE, SET IN THE TOP OF AN OUTCROPPING
 GY2402'SANDSTONE LEDGE, 70 FEET SOUTHWEST AND ACROSS ROAD FROM THE WEST
 GY2402'CORNER OF STORE, 67 FEET WEST AND ACROSS ROAD FROM POWER TRANSFORMER
 GY2402'POLE NO. 337-7 (744), 40 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GY2402'ROAD, 22 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A GARAGE, AND
 GY2402'ABOUT 4 1/2 FEET ABOVE THE ROAD.
 GY2402
 GY2402                          STATION RECOVERY (1957)
 GY2402
 GY2402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2402'MARK RECOVERED IN POOR CONDITION.
 GY2402
 GY2402                          STATION RECOVERY (1977)
 GY2402
 GY2402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2402'MARK NOT FOUND.
 GY2402
 GY2402                          STATION RECOVERY (2002)
 GY2402
 GY2402'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2402'THERE HAS BEEN A GRAVEL DRIVE CUT IN AT LOCATION, MARK POSSIBLY
 GY2402'BURIED, PROBABLY TORN OUT.
 GY2402
 GY2402                          STATION RECOVERY (2002)
 GY2402
 GY2402'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2402'THERE IS A GRAVEL DRIVE AT THIS LOCATION NOW, MARK POSSIBLY TORN OUT
 GY2402'OR BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2674 ***********************************************************************
 GY2674  DESIGNATION -  K 189
 GY2674  PID         -  GY2674
 GY2674  STATE/COUNTY-  KY/CLAY
 GY2674  USGS QUAD   -  HIMA (1979)
 GY2674
 GY2674                         *CURRENT SURVEY CONTROL
 GY2674  ___________________________________________________________________
 GY2674* NAD 83(1986)-  37 03 49.     (N)    083 49 57.     (W)     SCALED    
 GY2674* NAVD 88     -       290.898  (meters)     954.39   (feet)  ADJUSTED  
 GY2674  ___________________________________________________________________
 GY2674  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GY2674  DYNAMIC HT  -         290.665 (meters)     953.62  (feet)  COMP
 GY2674  MODELED GRAV-     979,820.9   (mgal)                       NAVD 88
 GY2674
 GY2674  VERT ORDER  -  SECOND    CLASS 0
 GY2674
 GY2674.The horizontal coordinates were scaled from a topographic map and have
 GY2674.an estimated accuracy of +/- 6 seconds.
 GY2674
 GY2674.The orthometric height was determined by differential leveling
 GY2674.and adjusted by the National Geodetic Survey in June 1991..
 GY2674
 GY2674.The geoid height was determined by GEOID03.
 GY2674
 GY2674.The dynamic height is computed by dividing the NAVD 88
 GY2674.geopotential number by the normal gravity value computed on the
 GY2674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2674.degrees latitude (g = 980.6199 gals.).
 GY2674
 GY2674.The modeled gravity was interpolated from observed gravity values.
 GY2674
 GY2674;                    North         East    Units  Estimated Accuracy
 GY2674;SPC KY1Z     - 1,082,800.    1,670,530.      MT  (+/- 180 meters Scaled)
 GY2674
 GY2674                          SUPERSEDED SURVEY CONTROL
 GY2674
 GY2674  NGVD 29 (??/??/92)  291.055  (m)          954.90   (f) ADJ UNCH    2 0
 GY2674
 GY2674.Superseded values are not recommended for survey control.
 GY2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2674.See file dsdata.txt to determine how the superseded data were derived.
 GY2674
 GY2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB481056(NAD 83)
 GY2674_MARKER: DB = BENCH MARK DISK
 GY2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2674_STAMPING: K 189 1950 954.903
 GY2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2674+STABILITY: SURFACE MOTION
 GY2674
 GY2674  HISTORY     - Date     Condition        Report By
 GY2674  HISTORY     - 1950     MONUMENTED       CGS
 GY2674  HISTORY     - 1957     POOR             NGS
 GY2674  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY2674
 GY2674                          STATION DESCRIPTION
 GY2674
 GY2674'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2674'2.1 MI W FROM COTTONGIN.
 GY2674'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 11 FROM CONCRETE
 GY2674'BRIDGE OVER GOOSE CREEK, THENCE ABOUT 1.0 MILE NORTHWEST ALONG
 GY2674'A DIRT ROAD, THENCE ABOUT 0.95 MILE WEST ALONG A DIRT ROAD, AT
 GY2674'THE RESIDENCE OF LARKIN SMITH, ABOUT 0.3 MILE NORTHWEST OF A DIM
 GY2674'ROAD SOUTH, 84 FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE, 21
 GY2674'FEET SOUTHWEST OF THE SOUTH ONE OF TWO 7-INCH PEAR TREES,
 GY2674'17 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 7 FEET
 GY2674'NORTHEAST OF A FENCE CORNER, ABOUT 1 FOOT ABOVE THE ROAD AND
 GY2674'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GY2674
 GY2674                          STATION RECOVERY (1957)
 GY2674
 GY2674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2674'MARK RECOVERED IN POOR CONDITION.
 GY2674
 GY2674                          STATION RECOVERY (1976)
 GY2674
 GY2674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY2674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5289 ***********************************************************************
 DG5289  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5289  DESIGNATION -  K 18X
 DG5289  PID         -  DG5289
 DG5289  STATE/COUNTY-  KY/MCCRACKEN
 DG5289  USGS QUAD   -  PADUCAH EAST (1982)
 DG5289
 DG5289                         *CURRENT SURVEY CONTROL
 DG5289  ___________________________________________________________________
 DG5289* NAD 83(1993)-  37 02 21.89934(N)    088 32 36.70851(W)     ADJUSTED  
 DG5289* NAVD 88     -       104.56   (meters)     343.0    (feet)  GPS OBS   
 DG5289  ___________________________________________________________________
 DG5289  X           -     129,563.454 (meters)                     COMP
 DG5289  Y           -  -5,095,773.179 (meters)                     COMP
 DG5289  Z           -   3,820,931.562 (meters)                     COMP
 DG5289  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 DG5289  ELLIP HEIGHT-          76.01  (meters)          (04/05/04) GPS OBS
 DG5289  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DG5289
 DG5289  HORZ ORDER  -  B
 DG5289  ELLP ORDER  -  FOURTH    CLASS I
 DG5289
 DG5289.The horizontal coordinates were established by GPS observations
 DG5289.and adjusted by the National Geodetic Survey in April 2004..
 DG5289
 DG5289.The orthometric height was determined by GPS observations and a
 DG5289.high-resolution geoid model using precise GPS observation and
 DG5289.processing techniques. It supersedes the leveled height previously
 DG5289.determined for this station.
 DG5289
 DG5289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5289
 DG5289.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5289
 DG5289.The ellipsoidal height was determined by GPS observations
 DG5289.and is referenced to NAD 83.
 DG5289
 DG5289.The geoid height was determined by GEOID03.
 DG5289
 DG5289;                    North         East     Units Scale Factor Converg.
 DG5289;SPC KY1Z     - 1,082,084.625 1,251,506.056   MT  1.00001080   -1 42 54.4
 DG5289;SPC KY1Z     - 3,550,139.31  4,105,982.79   sFT  1.00001080   -1 42 54.4
 DG5289;SPC KY S     -   582,030.416   251,518.136   MT  0.99995856   -1 41 39.0
 DG5289;SPC KY S     - 1,909,544.79    825,189.08   sFT  0.99995856   -1 41 39.0
 DG5289;UTM  16      - 4,100,358.920   362,729.084   MT  0.99983213   -0 55 47.7
 DG5289
 DG5289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5289!SPC KY1Z     -   0.99998807  x   1.00001080  =   0.99999887
 DG5289!SPC KY S     -   0.99998807  x   0.99995856  =   0.99994663
 DG5289!UTM  16      -   0.99998807  x   0.99983213  =   0.99982020
 DG5289
 DG5289                          SUPERSEDED SURVEY CONTROL
 DG5289
 DG5289  NAVD 88 (04/05/04)  104.55   (m)          343.0    (f) LEVELING    3  
 DG5289
 DG5289.Superseded values are not recommended for survey control.
 DG5289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5289.See file dsdata.txt to determine how the superseded data were derived.
 DG5289
 DG5289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6272900359(NAD 83)
 DG5289_MARKER: F = FLANGE-ENCASED ROD
 DG5289_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5289+WITH SETTING: INFORMATION.
 DG5289_STAMPING: K 18X 2002
 DG5289_MARK LOGO: USACE 
 DG5289_PROJECTION: RECESSED 8 CENTIMETERS
 DG5289_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5289+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2002
 DG5289_ROD/PIPE-DEPTH:  2.1 meters
 DG5289
 DG5289  HISTORY     - Date     Condition        Report By
 DG5289  HISTORY     - 20020619 MONUMENTED       EMCINC
 DG5289
 DG5289                          STATION DESCRIPTION
 DG5289
 DG5289'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5289'MARK IS LOCATED IN PADUCAH, KENTUCKY AT KENTUCKY LAKE HOMES (MOBILE
 DG5289'HOMES SALES).TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 DG5289'62 AND U.S. HIGHWAY 60, PROCEED NORTHWEST ON U.S. HIGHWAY 60, 1.13
 DG5289'KILOMETERS (0.7 MILES) TO ENTRANCE OF KENTUCKY LAKE HOMES. FOLLOW
 DG5289'CRUSHED ROCK ROAD 0.16 KILOMETERS (0.1 MILES) TO MARK ON THE
 DG5289'IGHT.MARK IS 106.0 METERS (351.0 FET) NORTH OF NGS BENCHMARK K 18,
 DG5289'31.6 METERS (110.0 FEET) SOUTH OF A CHAINLINK FENCE CORNER AND 2.8
 DG5289'METERS (9.3 FEET) EAST OF A LIGHT POLE AND CARSONITE WITNESS POST.MARK
 DG5289'IS A U.S. ARMY CORPS OF ENGINEERS MEMPHIS DISTRICT ALUMINUM DISC SET
 DG5289'ON A 7-FOOT ALUMINUM ROD.
 DG5289' 
 DG5289'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2703 ***********************************************************************
 GY2703  DESIGNATION -  K 190
 GY2703  PID         -  GY2703
 GY2703  STATE/COUNTY-  KY/CLAY
 GY2703  USGS QUAD   -  OGLE (1979)
 GY2703
 GY2703                         *CURRENT SURVEY CONTROL
 GY2703  ___________________________________________________________________
 GY2703* NAD 83(1986)-  37 04 38.     (N)    083 41 05.     (W)     SCALED    
 GY2703* NAVD 88     -       278.415  (meters)     913.43   (feet)  ADJUSTED  
 GY2703  ___________________________________________________________________
 GY2703  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GY2703  DYNAMIC HT  -         278.190 (meters)     912.70  (feet)  COMP
 GY2703  MODELED GRAV-     979,816.8   (mgal)                       NAVD 88
 GY2703
 GY2703  VERT ORDER  -  SECOND    CLASS 0
 GY2703
 GY2703.The horizontal coordinates were scaled from a topographic map and have
 GY2703.an estimated accuracy of +/- 6 seconds.
 GY2703
 GY2703.The orthometric height was determined by differential leveling
 GY2703.and adjusted by the National Geodetic Survey in June 1991..
 GY2703
 GY2703.The geoid height was determined by GEOID03.
 GY2703
 GY2703.The dynamic height is computed by dividing the NAVD 88
 GY2703.geopotential number by the normal gravity value computed on the
 GY2703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2703.degrees latitude (g = 980.6199 gals.).
 GY2703
 GY2703.The modeled gravity was interpolated from observed gravity values.
 GY2703
 GY2703;                    North         East    Units  Estimated Accuracy
 GY2703;SPC KY1Z     - 1,084,590.    1,683,630.      MT  (+/- 180 meters Scaled)
 GY2703
 GY2703                          SUPERSEDED SURVEY CONTROL
 GY2703
 GY2703  NGVD 29 (??/??/92)  278.572  (m)          913.95   (f) ADJ UNCH    2 0
 GY2703
 GY2703.Superseded values are not recommended for survey control.
 GY2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2703.See file dsdata.txt to determine how the superseded data were derived.
 GY2703
 GY2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB613068(NAD 83)
 GY2703_MARKER: DB = BENCH MARK DISK
 GY2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2703_STAMPING: K 190 1950
 GY2703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2703+STABILITY: SURFACE MOTION
 GY2703
 GY2703  HISTORY     - Date     Condition        Report By
 GY2703  HISTORY     - 1950     MONUMENTED       CGS
 GY2703  HISTORY     - 1957     GOOD             NGS
 GY2703  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2703  HISTORY     - 20020329 MARK NOT FOUND   KYDT
 GY2703
 GY2703                          STATION DESCRIPTION
 GY2703
 GY2703'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2703'1.4 MI SE FROM GOOSEROCK.
 GY2703'ABOUT 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE POST
 GY2703'OFFICE AT GOOSEROCK, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG
 GY2703'A GRAVEL ROAD, ABOUT 0.15 MILE NORTH OF A BRIDGE OVER MARTINS CREEK,
 GY2703'ABOUT 25 YARDS NORTHWEST OF THE TOP OF A GRADE, 361 FEET NORTHWEST
 GY2703'OF CENTER OF JUNCTION OF A ROAD EAST, 180 FEET SOUTHEAST OF
 GY2703'NORTHEAST END OF AN 18-INCH PIPE CULVERT UNDER ROAD, 61 FEET
 GY2703'NORTHWEST OF A 48-INCH ELM TREE IN A FENCE LINE, 18 FEET NORTHEAST
 GY2703'OF CENTER LINE OF ROAD, 20 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT
 GY2703'SOUTHWEST OF A FENCE LINE, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND
 GY2703'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GY2703
 GY2703                          STATION RECOVERY (1957)
 GY2703
 GY2703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2703'RECOVERED IN GOOD CONDITION.
 GY2703
 GY2703                          STATION RECOVERY (1977)
 GY2703
 GY2703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2703'MARK NOT FOUND.
 GY2703
 GY2703                          STATION RECOVERY (2002)
 GY2703
 GY2703'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0300 ***********************************************************************
 GB0300  DESIGNATION -  K 191
 GB0300  PID         -  GB0300
 GB0300  STATE/COUNTY-  KY/WHITLEY
 GB0300  USGS QUAD   -  WOFFORD (1982)
 GB0300
 GB0300                         *CURRENT SURVEY CONTROL
 GB0300  ___________________________________________________________________
 GB0300* NAD 83(1986)-  36 49 03.     (N)    084 12 01.     (W)     SCALED    
 GB0300* NAVD 88     -       319.157  (meters)    1047.10   (feet)  ADJUSTED  
 GB0300  ___________________________________________________________________
 GB0300  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 GB0300  DYNAMIC HT  -         318.897 (meters)    1046.25  (feet)  COMP
 GB0300  MODELED GRAV-     979,806.6   (mgal)                       NAVD 88
 GB0300
 GB0300  VERT ORDER  -  SECOND    CLASS 0
 GB0300
 GB0300.The horizontal coordinates were scaled from a topographic map and have
 GB0300.an estimated accuracy of +/- 6 seconds.
 GB0300
 GB0300.The orthometric height was determined by differential leveling
 GB0300.and adjusted by the National Geodetic Survey in June 1991..
 GB0300
 GB0300.The geoid height was determined by GEOID03.
 GB0300
 GB0300.The dynamic height is computed by dividing the NAVD 88
 GB0300.geopotential number by the normal gravity value computed on the
 GB0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0300.degrees latitude (g = 980.6199 gals.).
 GB0300
 GB0300.The modeled gravity was interpolated from observed gravity values.
 GB0300
 GB0300;                    North         East    Units  Estimated Accuracy
 GB0300;SPC KY1Z     - 1,054,890.    1,638,280.      MT  (+/- 180 meters Scaled)
 GB0300
 GB0300                          SUPERSEDED SURVEY CONTROL
 GB0300
 GB0300  NGVD 29 (??/??/92)  319.311  (m)         1047.61   (f) ADJ UNCH    2 0
 GB0300
 GB0300.Superseded values are not recommended for survey control.
 GB0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0300.See file dsdata.txt to determine how the superseded data were derived.
 GB0300
 GB0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF497782(NAD 83)
 GB0300_MARKER: DB = BENCH MARK DISK
 GB0300_SETTING: 66 = SET IN ROCK OUTCROP
 GB0300_SP_SET: ROCK OUTCROP
 GB0300_STAMPING: K 191 1950 1047.606
 GB0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0300+STABILITY: POSITION/ELEVATION WELL
 GB0300
 GB0300  HISTORY     - Date     Condition        Report By
 GB0300  HISTORY     - 1950     MONUMENTED       CGS
 GB0300  HISTORY     - 1957     GOOD             NGS
 GB0300  HISTORY     - 20060109 MARK NOT FOUND   KYTC
 GB0300
 GB0300                          STATION DESCRIPTION
 GB0300
 GB0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0300'2.4 MI NW FROM GOLD BUG.
 GB0300'ABOUT 2.45 MILES NORTHWEST ALONG U.S. HIGHWAY 25W FROM THE
 GB0300'POST OFFICE AT GOLD BUG, AT THE CROSSROADS AT CLIO, 247
 GB0300'FEET NORTHWEST OF THE WEST CORNER OF CLIO POST OFFICE, SET IN
 GB0300'THE TOP OF A FLAT ROCK OUTCROP IN THE NORTH CORNER OF INTERSECTION,
 GB0300'23 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 GB0300'WEST OF THE CENTER LINE OF THE ROAD NORTH, 20 FEET NORTH OF
 GB0300'THE NORTHWEST END OF A 14-INCH PIPE CULVERT UNDER ROAD NORTH,
 GB0300'1/2 FOOT WEST OF THE EAST EDGE OF OUTCROP, AND ABOUT
 GB0300'LEVEL WITH THE HIGHWAY.
 GB0300
 GB0300                          STATION RECOVERY (1957)
 GB0300
 GB0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0300'RECOVERED IN GOOD CONDITION.
 GB0300
 GB0300                          STATION RECOVERY (2006)
 GB0300
 GB0300'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0260 ***********************************************************************
 GB0260  DESIGNATION -  K 192
 GB0260  PID         -  GB0260
 GB0260  STATE/COUNTY-  KY/MCCREARY
 GB0260  USGS QUAD   -  HOLLYHILL (1982)
 GB0260
 GB0260                         *CURRENT SURVEY CONTROL
 GB0260  ___________________________________________________________________
 GB0260* NAD 83(1986)-  36 43 07.     (N)    084 22 04.     (W)     SCALED    
 GB0260* NAVD 88     -       342.646  (meters)    1124.16   (feet)  ADJUSTED  
 GB0260  ___________________________________________________________________
 GB0260  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GB0260  DYNAMIC HT  -         342.375 (meters)    1123.28  (feet)  COMP
 GB0260  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 GB0260
 GB0260  VERT ORDER  -  SECOND    CLASS 0
 GB0260
 GB0260.The horizontal coordinates were scaled from a topographic map and have
 GB0260.an estimated accuracy of +/- 6 seconds.
 GB0260
 GB0260.The orthometric height was determined by differential leveling
 GB0260.and adjusted by the National Geodetic Survey in June 1991..
 GB0260
 GB0260.The geoid height was determined by GEOID03.
 GB0260
 GB0260.The dynamic height is computed by dividing the NAVD 88
 GB0260.geopotential number by the normal gravity value computed on the
 GB0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0260.degrees latitude (g = 980.6199 gals.).
 GB0260
 GB0260.The modeled gravity was interpolated from observed gravity values.
 GB0260
 GB0260;                    North         East    Units  Estimated Accuracy
 GB0260;SPC KY1Z     - 1,043,680.    1,623,500.      MT  (+/- 180 meters Scaled)
 GB0260
 GB0260                          SUPERSEDED SURVEY CONTROL
 GB0260
 GB0260  NGVD 29 (??/??/92)  342.796  (m)         1124.66   (f) ADJ UNCH    2 0
 GB0260
 GB0260.Superseded values are not recommended for survey control.
 GB0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0260.See file dsdata.txt to determine how the superseded data were derived.
 GB0260
 GB0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF350668(NAD 83)
 GB0260_MARKER: DB = BENCH MARK DISK
 GB0260_SETTING: 66 = SET IN ROCK OUTCROP
 GB0260_SP_SET: ROCK CUT
 GB0260_STAMPING: K 192 1950 1124.657
 GB0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0260+STABILITY: POSITION/ELEVATION WELL
 GB0260
 GB0260  HISTORY     - Date     Condition        Report By
 GB0260  HISTORY     - 1950     MONUMENTED       CGS
 GB0260  HISTORY     - 1957     GOOD             NGS
 GB0260
 GB0260                          STATION DESCRIPTION
 GB0260
 GB0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0260'7.6 MI E FROM WHITLEY CITY.
 GB0260'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE COURT HOUSE AT
 GB0260'WHITLEY CITY, THENCE ABOUT 7.4 MILES EAST ALONG A BLACK TOP AND
 GB0260'GRAVEL ROAD, ABOUT 1.0 MILE WEST OF AN 85-FOOT STEEL BRIDGE OVER A
 GB0260'CREEK, ABOUT 0.3 MILE EAST OF A DIRT ROAD CROSSING, SET VERTICALLY
 GB0260'IN THE FACE OF A BENCH ROCK CUT ON THE SOUTHEAST SLOPE OF A LONG
 GB0260'CROOKED HILL, 12 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT
 GB0260'2 FEET ABOVE THE GROUND AND ABOUT 1 FOOT ABOVE THE ROAD.
 GB0260
 GB0260                          STATION RECOVERY (1957)
 GB0260
 GB0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0365 ***********************************************************************
 GB0365  DESIGNATION -  K 193
 GB0365  PID         -  GB0365
 GB0365  STATE/COUNTY-  KY/MCCREARY
 GB0365  USGS QUAD   -  WHITLEY CITY (1982)
 GB0365
 GB0365                         *CURRENT SURVEY CONTROL
 GB0365  ___________________________________________________________________
 GB0365* NAD 83(1986)-  36 44 43.     (N)    084 24 10.     (W)     SCALED    
 GB0365* NAVD 88     -       388.421  (meters)    1274.34   (feet)  ADJUSTED  
 GB0365  ___________________________________________________________________
 GB0365  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GB0365  DYNAMIC HT  -         388.112 (meters)    1273.33  (feet)  COMP
 GB0365  MODELED GRAV-     979,823.8   (mgal)                       NAVD 88
 GB0365
 GB0365  VERT ORDER  -  SECOND    CLASS 0
 GB0365
 GB0365.The horizontal coordinates were scaled from a topographic map and have
 GB0365.an estimated accuracy of +/- 6 seconds.
 GB0365
 GB0365.The orthometric height was determined by differential leveling
 GB0365.and adjusted by the National Geodetic Survey in June 1991..
 GB0365
 GB0365.The geoid height was determined by GEOID03.
 GB0365
 GB0365.The dynamic height is computed by dividing the NAVD 88
 GB0365.geopotential number by the normal gravity value computed on the
 GB0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0365.degrees latitude (g = 980.6199 gals.).
 GB0365
 GB0365.The modeled gravity was interpolated from observed gravity values.
 GB0365
 GB0365;                    North         East    Units  Estimated Accuracy
 GB0365;SPC KY1Z     - 1,046,590.    1,620,330.      MT  (+/- 180 meters Scaled)
 GB0365
 GB0365                          SUPERSEDED SURVEY CONTROL
 GB0365
 GB0365  NGVD 29 (??/??/92)  388.568  (m)         1274.83   (f) ADJ UNCH    2 0
 GB0365
 GB0365.Superseded values are not recommended for survey control.
 GB0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0365.See file dsdata.txt to determine how the superseded data were derived.
 GB0365
 GB0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF318697(NAD 83)
 GB0365_MARKER: DB = BENCH MARK DISK
 GB0365_SETTING: 66 = SET IN ROCK OUTCROP
 GB0365_SP_SET: ROCK OUTCROP
 GB0365_STAMPING: K 193 1951 1274.827
 GB0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0365+STABILITY: POSITION/ELEVATION WELL
 GB0365
 GB0365  HISTORY     - Date     Condition        Report By
 GB0365  HISTORY     - 1951     MONUMENTED       CGS
 GB0365  HISTORY     - 1957     GOOD             NGS
 GB0365
 GB0365                          STATION DESCRIPTION
 GB0365
 GB0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0365'10.8 MI SW FROM CUMBERLAND FALLS.
 GB0365'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 90 FROM THE WEST FERRY
 GB0365'LANDING ON THE CUMBERLAND RIVER AT CUMBERLAND FALLS, THENCE
 GB0365'ABOUT 7.2 MILES SOUTHWEST ALONG STATE HIGHWAY 700, THENCE ABOUT
 GB0365'1.55 MILES SOUTHEAST ALONG A DIRT ROAD, ABOUT 100 YARDS WEST
 GB0365'OF A LOG FARM HOUSE, SET IN THE TOP OF AN OUTCROP OF ROCK AT THE
 GB0365'JUNCTION OF AN OLD DIM ROAD SOUTH, 27 FEET SOUTH OF THE CENTER
 GB0365'LINE OF ROAD, 31 FEET WEST OF THE CENTER LINE OF OLD DIM ROAD,
 GB0365'19 1/2 FEET WEST OF THE WEST ONE OF 4 OAK TREES ON SAME BASE,
 GB0365'56 FEET SOUTHEAST OF A 20-INCH TWIN WHITE OAK TREE, ABOUT 5 FEET
 GB0365'BELOW THE ROAD.
 GB0365
 GB0365                          STATION RECOVERY (1957)
 GB0365
 GB0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0225 ***********************************************************************
 GB0225  DESIGNATION -  K 194
 GB0225  PID         -  GB0225
 GB0225  STATE/COUNTY-  KY/WHITLEY
 GB0225  USGS QUAD   -  ROCKHOLDS (1981)
 GB0225
 GB0225                         *CURRENT SURVEY CONTROL
 GB0225  ___________________________________________________________________
 GB0225* NAD 83(1986)-  36 48 04.     (N)    084 02 09.     (W)     SCALED    
 GB0225* NAVD 88     -       303.730  (meters)     996.49   (feet)  ADJUSTED  
 GB0225  ___________________________________________________________________
 GB0225  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 GB0225  DYNAMIC HT  -         303.477 (meters)     995.66  (feet)  COMP
 GB0225  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 GB0225
 GB0225  VERT ORDER  -  SECOND    CLASS 0
 GB0225
 GB0225.The horizontal coordinates were scaled from a topographic map and have
 GB0225.an estimated accuracy of +/- 6 seconds.
 GB0225
 GB0225.The orthometric height was determined by differential leveling
 GB0225.and adjusted by the National Geodetic Survey in June 1991..
 GB0225
 GB0225.The geoid height was determined by GEOID03.
 GB0225
 GB0225.The dynamic height is computed by dividing the NAVD 88
 GB0225.geopotential number by the normal gravity value computed on the
 GB0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0225.degrees latitude (g = 980.6199 gals.).
 GB0225
 GB0225.The modeled gravity was interpolated from observed gravity values.
 GB0225
 GB0225;                    North         East    Units  Estimated Accuracy
 GB0225;SPC KY1Z     - 1,053,320.    1,652,980.      MT  (+/- 180 meters Scaled)
 GB0225
 GB0225                          SUPERSEDED SURVEY CONTROL
 GB0225
 GB0225  NGVD 29 (??/??/92)  303.884  (m)          996.99   (f) ADJ UNCH    2 0
 GB0225
 GB0225.Superseded values are not recommended for survey control.
 GB0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0225.See file dsdata.txt to determine how the superseded data were derived.
 GB0225
 GB0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF644769(NAD 83)
 GB0225_MARKER: DB = BENCH MARK DISK
 GB0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0225_STAMPING: K 194 1951 996.993
 GB0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0225+STABILITY: SURFACE MOTION
 GB0225
 GB0225  HISTORY     - Date     Condition        Report By
 GB0225  HISTORY     - 1951     MONUMENTED       CGS
 GB0225  HISTORY     - 1957     GOOD             NGS
 GB0225
 GB0225                          STATION DESCRIPTION
 GB0225
 GB0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0225'5.4 MI NW FROM GAUSDALE.
 GB0225'ABOUT 5.45 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GB0225'OFFICE AT GAUSDALE, ABOUT 1.05 MILES NORTHWEST OF A 25-FOOT CONCRETE
 GB0225'BRIDGE OVER A SMALL CREEK, AT THE JUNCTION OF A GRAVEL ROAD NORTH
 GB0225'AND AT A ONE-STORY WHITE FRAME HOUSE, 79 FEET SOUTHWEST OF THE
 GB0225'CENTER LINE OF THE ROAD, 37 FEET WEST OF THE EXTENDED CENTER LINE
 GB0225'OF THE ROAD NORTH, 71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GB0225'HOUSE, 14 FEET NORTH OF A 30-INCH ELM TREE, 13 FEET SOUTH OF A
 GB0225'FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, ABOUT LEVEL WITH THE
 GB0225'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB0225
 GB0225                          STATION RECOVERY (1957)
 GB0225
 GB0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0183 ***********************************************************************
 GB0183  DESIGNATION -  K 195
 GB0183  PID         -  GB0183
 GB0183  STATE/COUNTY-  KY/MCCREARY
 GB0183  USGS QUAD   -  HOLLYHILL (1982)
 GB0183
 GB0183                         *CURRENT SURVEY CONTROL
 GB0183  ___________________________________________________________________
 GB0183* NAD 83(1986)-  36 39 11.     (N)    084 22 12.     (W)     SCALED    
 GB0183* NAVD 88     -       322.963  (meters)    1059.59   (feet)  ADJUSTED  
 GB0183  ___________________________________________________________________
 GB0183  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GB0183  DYNAMIC HT  -         322.700 (meters)    1058.72  (feet)  COMP
 GB0183  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 GB0183
 GB0183  VERT ORDER  -  SECOND    CLASS 0
 GB0183
 GB0183.The horizontal coordinates were scaled from a topographic map and have
 GB0183.an estimated accuracy of +/- 6 seconds.
 GB0183
 GB0183.The orthometric height was determined by differential leveling
 GB0183.and adjusted by the National Geodetic Survey in June 1991..
 GB0183
 GB0183.The geoid height was determined by GEOID03.
 GB0183
 GB0183.The dynamic height is computed by dividing the NAVD 88
 GB0183.geopotential number by the normal gravity value computed on the
 GB0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0183.degrees latitude (g = 980.6199 gals.).
 GB0183
 GB0183.The modeled gravity was interpolated from observed gravity values.
 GB0183
 GB0183;                    North         East    Units  Estimated Accuracy
 GB0183;SPC KY1Z     - 1,036,400.    1,623,400.      MT  (+/- 180 meters Scaled)
 GB0183
 GB0183                          SUPERSEDED SURVEY CONTROL
 GB0183
 GB0183  NGVD 29 (??/??/92)  323.105  (m)         1060.05   (f) ADJ UNCH    2 0
 GB0183
 GB0183.Superseded values are not recommended for survey control.
 GB0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0183.See file dsdata.txt to determine how the superseded data were derived.
 GB0183
 GB0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF350596(NAD 83)
 GB0183_MARKER: DB = BENCH MARK DISK
 GB0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0183_SP_SET: CULVERT
 GB0183_STAMPING: K 195 1951 1016.054
 GB0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0183+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 GB0183
 GB0183  HISTORY     - Date     Condition        Report By
 GB0183  HISTORY     - 1951     MONUMENTED       CGS
 GB0183  HISTORY     - 1957     GOOD             NGS
 GB0183  HISTORY     - 19960620 GOOD             KYDT
 GB0183
 GB0183                          STATION DESCRIPTION
 GB0183
 GB0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0183'5 MI E FROM PINE KNOT.
 GB0183'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 92 FROM THE JUNCTION OF
 GB0183'U.S. HIGHWAY 27 AT PINE KNOT, AT THE JUNCTION OF A GRAVEL ROAD
 GB0183'LEADING SOUTH, ABOUT 100 YARDS SOUTH OF THE HIGHWAY, SET IN THE
 GB0183'TOP OF THE NORTH END OF THE WEST HEAD WALL OF A 8-FOOT CONCRETE
 GB0183'BOX CULVERT ON GRAVEL ROAD SOUTH, 13 FEET WEST OF THE CENTER
 GB0183'LINE OF THE GRAVEL ROAD AND ABOUT 1 FOOT ABOVE ROAD.
 GB0183
 GB0183                          STATION RECOVERY (1957)
 GB0183
 GB0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0183'RECOVERED IN GOOD CONDITION.
 GB0183
 GB0183                          STATION RECOVERY (1996)
 GB0183
 GB0183'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0183'GRAVEL ROAD SOUTH NOW KY 592 AND BLACKTOP, MARK LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0522 ***********************************************************************
 GZ0522  DESIGNATION -  K 196
 GZ0522  PID         -  GZ0522
 GZ0522  STATE/COUNTY-  KY/PULASKI
 GZ0522  USGS QUAD   -  DYKES (1979)
 GZ0522
 GZ0522                         *CURRENT SURVEY CONTROL
 GZ0522  ___________________________________________________________________
 GZ0522* NAD 83(1986)-  37 04 15.     (N)    084 27 56.     (W)     SCALED    
 GZ0522* NAVD 88     -       366.971  (meters)    1203.97   (feet)  ADJUSTED  
 GZ0522  ___________________________________________________________________
 GZ0522  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GZ0522  DYNAMIC HT  -         366.687 (meters)    1203.04  (feet)  COMP
 GZ0522  MODELED GRAV-     979,846.8   (mgal)                       NAVD 88
 GZ0522
 GZ0522  VERT ORDER  -  SECOND    CLASS 0
 GZ0522
 GZ0522.The horizontal coordinates were scaled from a topographic map and have
 GZ0522.an estimated accuracy of +/- 6 seconds.
 GZ0522
 GZ0522.The orthometric height was determined by differential leveling
 GZ0522.and adjusted by the National Geodetic Survey in June 1991..
 GZ0522
 GZ0522.The geoid height was determined by GEOID03.
 GZ0522
 GZ0522.The dynamic height is computed by dividing the NAVD 88
 GZ0522.geopotential number by the normal gravity value computed on the
 GZ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0522.degrees latitude (g = 980.6199 gals.).
 GZ0522
 GZ0522.The modeled gravity was interpolated from observed gravity values.
 GZ0522
 GZ0522;                    North         East    Units  Estimated Accuracy
 GZ0522;SPC KY1Z     - 1,082,640.    1,614,220.      MT  (+/- 180 meters Scaled)
 GZ0522
 GZ0522                          SUPERSEDED SURVEY CONTROL
 GZ0522
 GZ0522  NGVD 29 (??/??/92)  367.135  (m)         1204.51   (f) ADJ UNCH    2 0
 GZ0522
 GZ0522.Superseded values are not recommended for survey control.
 GZ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0522.See file dsdata.txt to determine how the superseded data were derived.
 GZ0522
 GZ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG253057(NAD 83)
 GZ0522_MARKER: DB = BENCH MARK DISK
 GZ0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0522_STAMPING: K 196 1950 1204.509
 GZ0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0522+STABILITY: SURFACE MOTION
 GZ0522
 GZ0522  HISTORY     - Date     Condition        Report By
 GZ0522  HISTORY     - 1950     MONUMENTED       CGS
 GZ0522  HISTORY     - 1958     GOOD             NGS
 GZ0522
 GZ0522                          STATION DESCRIPTION
 GZ0522
 GZ0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0522'6.9 MI NW FROM MT VICTORY.
 GZ0522'ABOUT 6.9 MILES NORTHWEST ALONG STATE HIGHWAY 192 FROM THE POST
 GZ0522'OFFICE AND SCHOOL AT MT. VICTORY, ABOUT 0.5 MILE SOUTHEAST OF
 GZ0522'THE JUNCTION OF A ROAD SOUTH, ABOUT 0.25 MILE NORTHWEST OF A
 GZ0522'SIDE ROAD EAST AND SMALL STORE, ABOUT 110 YARDS NORTHEAST OF
 GZ0522'WHITE LILLY SCHOOL, SET IN THE WEST CORNER OF THE JUNCTION OF A
 GZ0522'FARM ROAD LEADING NORTHWEST, 23 FEET NORTHWEST OF THE CENTER
 GZ0522'LINE OF THE HIGHWAY, 169 FEET NORTHEAST OF THE CENTER OF THE
 GZ0522'JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, 18 FEET SOUTHWEST OF
 GZ0522'THE CENTER LINE OF THE FARM ROAD NORTHWEST, 4 FEET NORTHWEST OF
 GZ0522'A FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 GZ0522'OF A CONCRETE POST PROJECTING 6 INCHES.
 GZ0522
 GZ0522                          STATION RECOVERY (1958)
 GZ0522
 GZ0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0450 ***********************************************************************
 GZ0450  DESIGNATION -  K 197
 GZ0450  PID         -  GZ0450
 GZ0450  STATE/COUNTY-  KY/PULASKI
 GZ0450  USGS QUAD   -  DYKES (1979)
 GZ0450
 GZ0450                         *CURRENT SURVEY CONTROL
 GZ0450  ___________________________________________________________________
 GZ0450* NAD 83(1986)-  37 05 07.     (N)    084 28 48.     (W)     SCALED    
 GZ0450* NAVD 88     -       351.321  (meters)    1152.63   (feet)  ADJUSTED  
 GZ0450  ___________________________________________________________________
 GZ0450  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GZ0450  DYNAMIC HT  -         351.052 (meters)    1151.74  (feet)  COMP
 GZ0450  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 GZ0450
 GZ0450  VERT ORDER  -  SECOND    CLASS 0
 GZ0450
 GZ0450.The horizontal coordinates were scaled from a topographic map and have
 GZ0450.an estimated accuracy of +/- 6 seconds.
 GZ0450
 GZ0450.The orthometric height was determined by differential leveling
 GZ0450.and adjusted by the National Geodetic Survey in June 1991..
 GZ0450
 GZ0450.The geoid height was determined by GEOID03.
 GZ0450
 GZ0450.The dynamic height is computed by dividing the NAVD 88
 GZ0450.geopotential number by the normal gravity value computed on the
 GZ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0450.degrees latitude (g = 980.6199 gals.).
 GZ0450
 GZ0450.The modeled gravity was interpolated from observed gravity values.
 GZ0450
 GZ0450;                    North         East    Units  Estimated Accuracy
 GZ0450;SPC KY1Z     - 1,084,220.    1,612,920.      MT  (+/- 180 meters Scaled)
 GZ0450
 GZ0450                          SUPERSEDED SURVEY CONTROL
 GZ0450
 GZ0450  NGVD 29 (??/??/92)  351.487  (m)         1153.17   (f) ADJ UNCH    2 0
 GZ0450
 GZ0450.Superseded values are not recommended for survey control.
 GZ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0450.See file dsdata.txt to determine how the superseded data were derived.
 GZ0450
 GZ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG239073(NAD 83)
 GZ0450_MARKER: DB = BENCH MARK DISK
 GZ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0450_STAMPING: K 197 1950 1153.170
 GZ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0450+STABILITY: SURFACE MOTION
 GZ0450
 GZ0450  HISTORY     - Date     Condition        Report By
 GZ0450  HISTORY     - 1950     MONUMENTED       CGS
 GZ0450  HISTORY     - 1958     GOOD             NGS
 GZ0450  HISTORY     - 1977     MARK NOT FOUND   USGS
 GZ0450
 GZ0450                          STATION DESCRIPTION
 GZ0450
 GZ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0450'8.4 MI S FROM SHOPVILLE.
 GZ0450'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0450'SHOPVILLE, THENCE ABOUT 3.65 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 GZ0450'THENCE ABOUT 0.45 MILE WEST ALONG A NARROW ROCKY ROAD, THENCE
 GZ0450'ABOUT 2.5 MILES SOUTH AND WEST ALONG A NARROW ROCKY ROAD, THENCE
 GZ0450'ABOUT 0.8 MILE SOUTH ALONG A GRADED ROAD, ABOUT 0.95 MILE NORTH
 GZ0450'OF THE JUNCTION OF STATE HIGHWAY 192, ABOUT 0.2 MILE NORTH OF THE
 GZ0450'JUNCTION OF A ROAD EAST, AT THE JUNCTION OF A DIM ROAD NORTH,
 GZ0450'32 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 94 FEET EAST
 GZ0450'OF THE CENTER LINE OF ROAD NORTH, 163 FEET NORTH OF THE CENTER OF
 GZ0450'THE JUNCTION, 10 1/2 FEET SOUTHWEST OF A LARGE APPLE TREE, 18
 GZ0450'FEET SOUTHWEST OF A WELL, 49 FEET EAST OF A PEAR TREE, 2 FEET
 GZ0450'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GZ0450'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0450'NOTE-- MARK MAY BE REACHED FROM THE COURT HOUSE AT SOMERSET BY
 GZ0450'GOING ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 80, THENCE ABOUT
 GZ0450'6.55 MILES SOUTHEAST ALONG STATE HIGHWAY 192, THENCE ABOUT 0.95
 GZ0450'MILE NORTH ALONG A GRADED ROAD.
 GZ0450
 GZ0450                          STATION RECOVERY (1958)
 GZ0450
 GZ0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0450'RECOVERED IN GOOD CONDITION.
 GZ0450
 GZ0450                          STATION RECOVERY (1977)
 GZ0450
 GZ0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GZ0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0446 ***********************************************************************
 GZ0446  DESIGNATION -  K 198
 GZ0446  PID         -  GZ0446
 GZ0446  STATE/COUNTY-  KY/PULASKI
 GZ0446  USGS QUAD   -  DYKES (1979)
 GZ0446
 GZ0446                         *CURRENT SURVEY CONTROL
 GZ0446  ___________________________________________________________________
 GZ0446* NAD 83(1986)-  37 06 09.     (N)    084 27 14.     (W)     SCALED    
 GZ0446* NAVD 88     -       301.055  (meters)     987.71   (feet)  ADJUSTED  
 GZ0446  ___________________________________________________________________
 GZ0446  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GZ0446  DYNAMIC HT  -         300.826 (meters)     986.96  (feet)  COMP
 GZ0446  MODELED GRAV-     979,862.2   (mgal)                       NAVD 88
 GZ0446
 GZ0446  VERT ORDER  -  SECOND    CLASS 0
 GZ0446
 GZ0446.The horizontal coordinates were scaled from a topographic map and have
 GZ0446.an estimated accuracy of +/- 6 seconds.
 GZ0446
 GZ0446.The orthometric height was determined by differential leveling
 GZ0446.and adjusted by the National Geodetic Survey in June 1991..
 GZ0446
 GZ0446.The geoid height was determined by GEOID03.
 GZ0446
 GZ0446.The dynamic height is computed by dividing the NAVD 88
 GZ0446.geopotential number by the normal gravity value computed on the
 GZ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0446.degrees latitude (g = 980.6199 gals.).
 GZ0446
 GZ0446.The modeled gravity was interpolated from observed gravity values.
 GZ0446
 GZ0446;                    North         East    Units  Estimated Accuracy
 GZ0446;SPC KY1Z     - 1,086,170.    1,615,210.      MT  (+/- 180 meters Scaled)
 GZ0446
 GZ0446                          SUPERSEDED SURVEY CONTROL
 GZ0446
 GZ0446  NGVD 29 (??/??/92)  301.222  (m)          988.26   (f) ADJ UNCH    2 0
 GZ0446
 GZ0446.Superseded values are not recommended for survey control.
 GZ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0446.See file dsdata.txt to determine how the superseded data were derived.
 GZ0446
 GZ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG262092(NAD 83)
 GZ0446_MARKER: DB = BENCH MARK DISK
 GZ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0446_STAMPING: K 198 1950 988.259
 GZ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0446+STABILITY: SURFACE MOTION
 GZ0446
 GZ0446  HISTORY     - Date     Condition        Report By
 GZ0446  HISTORY     - 1950     MONUMENTED       CGS
 GZ0446  HISTORY     - 1958     GOOD             NGS
 GZ0446
 GZ0446                          STATION DESCRIPTION
 GZ0446
 GZ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0446'5.9 MI SE FROM SHOPVILLE.
 GZ0446'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0446'SHOPVILLE, THENCE ABOUT 3.65 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 GZ0446'THENCE ABOUT 0.45 MILE WEST ALONG A NARROW ROCKY ROAD, THENCE ABOUT
 GZ0446'0.8 MILE SOUTH ALONG A NARROW ROCY ROAD, ON THE OUTSIDE OF A
 GZ0446'CURVE IN THE ROAD WITH TANGENTS EXTENDING NORTH AND SOUTHWEST,
 GZ0446'AT THE JUNCTION OF A ROAD EAST TO A FARM HOUSE, 59 FEET SOUTHEAST
 GZ0446'OF THE CENTER LINE OF ROAD AT JUNCTION OF FARM ROAD, 11 FEET SOUTH
 GZ0446'OF CENTER LINE OF FARM ROAD, 22 1/2 FEET SOUTHEAST OF AN 18-INCH
 GZ0446'SYCAMORE TREE, ABOUT 2 FEET ABOVE THE ROAD AND SET IN TOP OF A
 GZ0446'CONCRETE POST PROJECTING 4 INCHES.
 GZ0446
 GZ0446                          STATION RECOVERY (1958)
 GZ0446
 GZ0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1281 ***********************************************************************
 GB1281  DESIGNATION -  K 199
 GB1281  PID         -  GB1281
 GB1281  STATE/COUNTY-  KY/PULASKI
 GB1281  USGS QUAD   -  BURNSIDE (1982)
 GB1281
 GB1281                         *CURRENT SURVEY CONTROL
 GB1281  ___________________________________________________________________
 GB1281* NAD 83(1986)-  36 56 13.     (N)    084 32 14.     (W)     SCALED    
 GB1281* NAVD 88     -       260.178  (meters)     853.60   (feet)  ADJUSTED  
 GB1281  ___________________________________________________________________
 GB1281  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB1281  DYNAMIC HT  -         259.978 (meters)     852.94  (feet)  COMP
 GB1281  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 GB1281
 GB1281  VERT ORDER  -  SECOND    CLASS 0
 GB1281
 GB1281.The horizontal coordinates were scaled from a topographic map and have
 GB1281.an estimated accuracy of +/- 6 seconds.
 GB1281
 GB1281.The orthometric height was determined by differential leveling
 GB1281.and adjusted by the National Geodetic Survey in June 1991..
 GB1281
 GB1281.The geoid height was determined by GEOID03.
 GB1281
 GB1281.The dynamic height is computed by dividing the NAVD 88
 GB1281.geopotential number by the normal gravity value computed on the
 GB1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1281.degrees latitude (g = 980.6199 gals.).
 GB1281
 GB1281.The modeled gravity was interpolated from observed gravity values.
 GB1281
 GB1281;                    North         East    Units  Estimated Accuracy
 GB1281;SPC KY1Z     - 1,067,700.    1,608,040.      MT  (+/- 180 meters Scaled)
 GB1281
 GB1281                          SUPERSEDED SURVEY CONTROL
 GB1281
 GB1281  NGVD 29 (??/??/92)  260.352  (m)          854.17   (f) ADJ UNCH    2 0
 GB1281
 GB1281.Superseded values are not recommended for survey control.
 GB1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1281.See file dsdata.txt to determine how the superseded data were derived.
 GB1281
 GB1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF193907(NAD 83)
 GB1281_MARKER: DB = BENCH MARK DISK
 GB1281_SETTING: 66 = SET IN ROCK OUTCROP
 GB1281_SP_SET: ROCK OUTCROP
 GB1281_STAMPING: K 199 1950 854.172
 GB1281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1281+STABILITY: POSITION/ELEVATION WELL
 GB1281
 GB1281  HISTORY     - Date     Condition        Report By
 GB1281  HISTORY     - 1950     MONUMENTED       CGS
 GB1281  HISTORY     - 1958     GOOD             NGS
 GB1281
 GB1281                          STATION DESCRIPTION
 GB1281
 GB1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB1281'NEAR SLOANS VALLEY.
 GB1281'0.05 MILE NORTH OF THE POST OFFICE SLOANS VALLEY ALONG U.S.
 GB1281'HIGHWAY 27, AT THE JUNCTION OF A GRAVEL ROAD NORTHEAST AND STONE
 GB1281'MASONRY PILLARS, 35 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY,
 GB1281'27 FEET SOUTHEAST OF THE CENTER OF GRAVEL ROAD NORTHEAST TO
 GB1281'SLOANS VALLEY BAPTIST CHURCH, 18.5 FEET SOUTH OF THE SOUTHEAST
 GB1281'CORNER OF THE MASONRY PILLAR ON SOUTHEAST SIDE OF THE ROAD,
 GB1281'0.5 FOOT SOUTH OF THE SOUTH END OF THE STONE MASONRY WALL
 GB1281'PROJECTING OUT FROM THE STONE PILLARS, SET IN THE TOP OF A
 GB1281'LIMESTONE OUTCROP PROJECTING UNDER STONE WALL, AND ABOUT 3 FEET
 GB1281'ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0421 ***********************************************************************
 GD0421  DESIGNATION -  K 20
 GD0421  PID         -  GD0421
 GD0421  STATE/COUNTY-  KY/CALLOWAY
 GD0421  USGS QUAD   -  LYNN GROVE (1981)
 GD0421
 GD0421                         *CURRENT SURVEY CONTROL
 GD0421  ___________________________________________________________________
 GD0421* NAD 83(1986)-  36 35 20.     (N)    088 29 32.     (W)     SCALED    
 GD0421* NAVD 88     -       162.896  (meters)     534.43   (feet)  ADJUSTED  
 GD0421  ___________________________________________________________________
 GD0421  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0421  DYNAMIC HT  -         162.765 (meters)     534.00  (feet)  COMP
 GD0421  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 GD0421
 GD0421  VERT ORDER  -  SECOND    CLASS 0
 GD0421
 GD0421.The horizontal coordinates were scaled from a topographic map and have
 GD0421.an estimated accuracy of +/- 6 seconds.
 GD0421
 GD0421.The orthometric height was determined by differential leveling
 GD0421.and adjusted by the National Geodetic Survey in June 1991..
 GD0421
 GD0421.The geoid height was determined by GEOID03.
 GD0421
 GD0421.The dynamic height is computed by dividing the NAVD 88
 GD0421.geopotential number by the normal gravity value computed on the
 GD0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0421.degrees latitude (g = 980.6199 gals.).
 GD0421
 GD0421.The modeled gravity was interpolated from observed gravity values.
 GD0421
 GD0421;                    North         East    Units  Estimated Accuracy
 GD0421;SPC KY1Z     - 1,031,970.    1,254,600.      MT  (+/- 180 meters Scaled)
 GD0421
 GD0421                          SUPERSEDED SURVEY CONTROL
 GD0421
 GD0421  NGVD 29 (??/??/??)  162.916  (m)          534.50   (f) ADJUSTED    2 0
 GD0421
 GD0421.Superseded values are not recommended for survey control.
 GD0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0421.See file dsdata.txt to determine how the superseded data were derived.
 GD0421
 GD0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF665503(NAD 83)
 GD0421_MARKER: DB = BENCH MARK DISK
 GD0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0421_STAMPING: K 20 1934
 GD0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0421+STABILITY: SURFACE MOTION
 GD0421
 GD0421  HISTORY     - Date     Condition        Report By
 GD0421  HISTORY     - 1934     MONUMENTED       CGS
 GD0421  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0421
 GD0421                          STATION DESCRIPTION
 GD0421
 GD0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GD0421'3.2 MI W FROM LYNN GROVE.
 GD0421'ABOUT 3-1/4 MILES WEST ALONG STATE HIGHWAY 94 FROM LYNN GROVE,
 GD0421'CALLOWAY COUNTY, 2.2 MILES EAST OF THE JUNCTION OF STATE HIGHWAY
 GD0421'97, AT THE JUNCTION OF A T-ROAD LEADING SOUTH, 14 YARDS SOUTH OF
 GD0421'THE CENTERLINE OF THE HIGHWAY, AND 5 YARDS WEST OF THE CENTERLINE
 GD0421'OF THE ROAD.  A STANDARD DISK, STAMPED K 20 1934 AND SET IN THE
 GD0421'TOP OF A CONCRETE POST.  NOTE-- COULD NOT FIND, FIELD HAS BEEN
 GD0421'CULTIVATED AND PLOWED OUT TO SIDE DITCH.
 GD0421
 GD0421                          STATION RECOVERY (1971)
 GD0421
 GD0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0544 ***********************************************************************
 GZ0544  DESIGNATION -  K 201
 GZ0544  PID         -  GZ0544
 GZ0544  STATE/COUNTY-  KY/LAUREL
 GZ0544  USGS QUAD   -  LONDON SW (1979)
 GZ0544
 GZ0544                         *CURRENT SURVEY CONTROL
 GZ0544  ___________________________________________________________________
 GZ0544* NAD 83(1986)-  37 01 58.     (N)    084 13 05.     (W)     SCALED    
 GZ0544* NAVD 88     -       377.704  (meters)    1239.18   (feet)  ADJUSTED  
 GZ0544  ___________________________________________________________________
 GZ0544  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GZ0544  DYNAMIC HT  -         377.409 (meters)    1238.22  (feet)  COMP
 GZ0544  MODELED GRAV-     979,837.7   (mgal)                       NAVD 88
 GZ0544
 GZ0544  VERT ORDER  -  SECOND    CLASS 0
 GZ0544
 GZ0544.The horizontal coordinates were scaled from a topographic map and have
 GZ0544.an estimated accuracy of +/- 6 seconds.
 GZ0544
 GZ0544.The orthometric height was determined by differential leveling
 GZ0544.and adjusted by the National Geodetic Survey in June 1991..
 GZ0544
 GZ0544.The geoid height was determined by GEOID03.
 GZ0544
 GZ0544.The dynamic height is computed by dividing the NAVD 88
 GZ0544.geopotential number by the normal gravity value computed on the
 GZ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0544.degrees latitude (g = 980.6199 gals.).
 GZ0544
 GZ0544.The modeled gravity was interpolated from observed gravity values.
 GZ0544
 GZ0544;                    North         East    Units  Estimated Accuracy
 GZ0544;SPC KY1Z     - 1,078,750.    1,636,300.      MT  (+/- 180 meters Scaled)
 GZ0544
 GZ0544                          SUPERSEDED SURVEY CONTROL
 GZ0544
 GZ0544  NGVD 29 (??/??/92)  377.860  (m)         1239.70   (f) ADJ UNCH    2 0
 GZ0544
 GZ0544.Superseded values are not recommended for survey control.
 GZ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0544.See file dsdata.txt to determine how the superseded data were derived.
 GZ0544
 GZ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG474021(NAD 83)
 GZ0544_MARKER: DB = BENCH MARK DISK
 GZ0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0544_STAMPING: K 201 1950 1239.696
 GZ0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0544+STABILITY: SURFACE MOTION
 GZ0544
 GZ0544  HISTORY     - Date     Condition        Report By
 GZ0544  HISTORY     - 1950     MONUMENTED       CGS
 GZ0544  HISTORY     - 1962     GOOD             PAS
 GZ0544
 GZ0544                          STATION DESCRIPTION
 GZ0544
 GZ0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0544'11 MI SW FROM LONDON.
 GZ0544'ABOUT 10.95 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE
 GZ0544'COURT HOUSE AT LONDON, ABOUT 0.95 MILE SOUTHWEST OF HIGH TOP
 GZ0544'SCHOOL, ABOUT 0.3 MILE NORTHEAST OF BALD ROCK LOOKOUT TOWER,
 GZ0544'ABOUT 0.3 MILE SOUTHWEST OF THE JUNCTION OF A ROAD SOUTHEAST, ON
 GZ0544'THE OUTSIDE OF A CURVE IN THE HIGHWAY WITH TANGENTS EXTENDING
 GZ0544'SOUTHWEST AND SOUTHEAST, 43 FEET NORTH OF THE CENTER LINE OF THE
 GZ0544'HIGHWAY, 29 FEET NORTH OF THE NORTH END OF A 16-INCH PIPE
 GZ0544'CULVERT WITH STONE HEAD WALLS, 10 1/2 FEET NORTHWEST OF A
 GZ0544'TRIANGULAR BLAZED 14-INCH OAK TREE, ABOUT IN LINE WITH THE
 GZ0544'EXTENDED SOUTHEAST TANGENT OF HIGHWAY, ABOUT LEVEL WITH THE
 GZ0544'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GZ0544'INCHES.  NOTE-- THE MARK IS ABOUT 60 YARDS NORTH OF CENTER OF
 GZ0544'NEW ROAD WHERE CURVE HAS BEEN ALTERED.  HIGHWAY 192 HAS BEEN
 GZ0544'RELOCATED--MARK IS NOW 154 FEET N OF THE CENTER OF HIGHWAY.
 GZ0544
 GZ0544                          STATION RECOVERY (1962)
 GZ0544
 GZ0544'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1962
 GZ0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0556 ***********************************************************************
 GZ0556  DESIGNATION -  K 202
 GZ0556  PID         -  GZ0556
 GZ0556  STATE/COUNTY-  KY/LAUREL
 GZ0556  USGS QUAD   -  LONDON SW (1979)
 GZ0556
 GZ0556                         *CURRENT SURVEY CONTROL
 GZ0556  ___________________________________________________________________
 GZ0556* NAD 83(1986)-  37 01 25.     (N)    084 08 18.     (W)     SCALED    
 GZ0556* NAVD 88     -       379.141  (meters)    1243.90   (feet)  ADJUSTED  
 GZ0556  ___________________________________________________________________
 GZ0556  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 GZ0556  DYNAMIC HT  -         378.842 (meters)    1242.92  (feet)  COMP
 GZ0556  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 GZ0556
 GZ0556  VERT ORDER  -  SECOND    CLASS 0
 GZ0556
 GZ0556.The horizontal coordinates were scaled from a topographic map and have
 GZ0556.an estimated accuracy of +/- 6 seconds.
 GZ0556
 GZ0556.The orthometric height was determined by differential leveling
 GZ0556.and adjusted by the National Geodetic Survey in June 1991..
 GZ0556
 GZ0556.The geoid height was determined by GEOID03.
 GZ0556
 GZ0556.The dynamic height is computed by dividing the NAVD 88
 GZ0556.geopotential number by the normal gravity value computed on the
 GZ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0556.degrees latitude (g = 980.6199 gals.).
 GZ0556
 GZ0556.The modeled gravity was interpolated from observed gravity values.
 GZ0556
 GZ0556;                    North         East    Units  Estimated Accuracy
 GZ0556;SPC KY1Z     - 1,077,850.    1,643,410.      MT  (+/- 180 meters Scaled)
 GZ0556
 GZ0556                          SUPERSEDED SURVEY CONTROL
 GZ0556
 GZ0556  NGVD 29 (??/??/92)  379.295  (m)         1244.40   (f) ADJ UNCH    2 0
 GZ0556
 GZ0556.Superseded values are not recommended for survey control.
 GZ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0556.See file dsdata.txt to determine how the superseded data were derived.
 GZ0556
 GZ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG545013(NAD 83)
 GZ0556_MARKER: DB = BENCH MARK DISK
 GZ0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0556_STAMPING: K 202 1950 1244.404
 GZ0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0556+STABILITY: SURFACE MOTION
 GZ0556
 GZ0556  HISTORY     - Date     Condition        Report By
 GZ0556  HISTORY     - 1950     MONUMENTED       CGS
 GZ0556  HISTORY     - 1958     GOOD             NGS
 GZ0556
 GZ0556                          STATION DESCRIPTION
 GZ0556
 GZ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0556'4.8 MI W FROM LILY.
 GZ0556'ABOUT 2.5 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE
 GZ0556'LOUISVILLE AND NASHVILLE RAILROAD STATION AT LILY, THENCE ABOUT
 GZ0556'1.4 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.9 MILE
 GZ0556'SOUTHWEST ALONG STATE HIGHWAY 363, ABOUT 2.15 MILES NORTHEAST
 GZ0556'ALONG HIGHWAY 363 FROM THE POST OFFICE AT KEAVY, ABOUT 0.9 MILE
 GZ0556'SOUTHWEST OF ROAD JUNCTION AND COXES STORE, AT THE JUNCTION OF
 GZ0556'A ROAD SOUTHEAST AND ON THE OUTSIDE OF A CURVE IN HIGHWAY WITH
 GZ0556'TANGENTS EXTENDING WEST AND NORTHEAST, 23 FEET SOUTHEAST OF THE
 GZ0556'CENTER LINE OF THE HIGHWAY, 42 FEET NORTHEAST OF THE CENTER
 GZ0556'LINE OF THE ROAD SOUTHEAST, 39 FEET NORTHEAST OF THE NORTHEAST
 GZ0556'END OF AN 18-INCH PIPE CULVERT UNDER ROAD SOUTHEAST, ABOUT LEVEL
 GZ0556'WTIH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ0556'PROJECTING 3 INCHES.
 GZ0556
 GZ0556                          STATION RECOVERY (1958)
 GZ0556
 GZ0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0563 ***********************************************************************
 GZ0563  DESIGNATION -  K 203
 GZ0563  PID         -  GZ0563
 GZ0563  STATE/COUNTY-  KY/LAUREL
 GZ0563  USGS QUAD   -  LILY (1970)
 GZ0563
 GZ0563                         *CURRENT SURVEY CONTROL
 GZ0563  ___________________________________________________________________
 GZ0563* NAD 83(1986)-  37 02 14.     (N)    084 00 14.     (W)     SCALED    
 GZ0563* NAVD 88     -       371.938  (meters)    1220.27   (feet)  ADJUSTED  
 GZ0563  ___________________________________________________________________
 GZ0563  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GZ0563  DYNAMIC HT  -         371.636 (meters)    1219.28  (feet)  COMP
 GZ0563  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 GZ0563
 GZ0563  VERT ORDER  -  SECOND    CLASS 0
 GZ0563
 GZ0563.The horizontal coordinates were scaled from a topographic map and have
 GZ0563.an estimated accuracy of +/- 6 seconds.
 GZ0563
 GZ0563.The orthometric height was determined by differential leveling
 GZ0563.and adjusted by the National Geodetic Survey in June 1991..
 GZ0563
 GZ0563.The geoid height was determined by GEOID03.
 GZ0563
 GZ0563.The dynamic height is computed by dividing the NAVD 88
 GZ0563.geopotential number by the normal gravity value computed on the
 GZ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0563.degrees latitude (g = 980.6199 gals.).
 GZ0563
 GZ0563.The modeled gravity was interpolated from observed gravity values.
 GZ0563
 GZ0563;                    North         East    Units  Estimated Accuracy
 GZ0563;SPC KY1Z     - 1,079,580.    1,655,340.      MT  (+/- 180 meters Scaled)
 GZ0563
 GZ0563                          SUPERSEDED SURVEY CONTROL
 GZ0563
 GZ0563  NGVD 29 (??/??/92)  372.089  (m)         1220.76   (f) ADJ UNCH    2 0
 GZ0563
 GZ0563.Superseded values are not recommended for survey control.
 GZ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0563.See file dsdata.txt to determine how the superseded data were derived.
 GZ0563
 GZ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG664032(NAD 83)
 GZ0563_MARKER: DB = BENCH MARK DISK
 GZ0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0563_STAMPING: K 203 1950 1220.762
 GZ0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0563+STABILITY: SURFACE MOTION
 GZ0563
 GZ0563  HISTORY     - Date     Condition        Report By
 GZ0563  HISTORY     - 1950     MONUMENTED       CGS
 GZ0563  HISTORY     - 1957     GOOD             NGS
 GZ0563
 GZ0563                          STATION DESCRIPTION
 GZ0563
 GZ0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ0563'4.4 MI SE FROM FARISTON.
 GZ0563'1.55 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE LOUISVILLE
 GZ0563'AND NASHVILLE RAILROAD STATION AT FARISTON, THENCE 2.85 MILES
 GZ0563'SOUTHEAST ALONG STATE HIGHWAY 229, 0.35 MILE WEST OF CAMP GROUND
 GZ0563'SCHOOL AND CHURCH, 0.2 MILE EAST OF BOREING POST OFFICE, AT THE
 GZ0563'NORTHEAST CORNER OF A YARD OF A NEW BRICK HOUSE, ABOUT 300 FEET
 GZ0563'SOUTH EAST OF POWER POLE WITH TRANSFORMER, ABOUT 55 YARDS
 GZ0563'NORTHEAST OF THE NORTHEAST CORNER OF NEW HOUSE, 104 FEET
 GZ0563'SOUTHWEST AND ACROSS ROAD FROM THE SOUTHWEST CORNER OF A FARM
 GZ0563'HOUSE, 29 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, AND ABOUT
 GZ0563'LEVEL WITH THE HIGHWAY.  STANDARD DISK IN CONCRETE POST PROJECTING
 GZ0563'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0250 ***********************************************************************
 GB0250  DESIGNATION -  K 204
 GB0250  PID         -  GB0250
 GB0250  STATE/COUNTY-  KY/KNOX
 GB0250  USGS QUAD   -  CORBIN (1978)
 GB0250
 GB0250                         *CURRENT SURVEY CONTROL
 GB0250  ___________________________________________________________________
 GB0250* NAD 83(1986)-  36 56 22.     (N)    084 01 54.     (W)     SCALED    
 GB0250* NAVD 88     -       334.324  (meters)    1096.86   (feet)  ADJUSTED  
 GB0250  ___________________________________________________________________
 GB0250  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 GB0250  DYNAMIC HT  -         334.050 (meters)    1095.96  (feet)  COMP
 GB0250  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 GB0250
 GB0250  VERT ORDER  -  SECOND    CLASS 0
 GB0250
 GB0250.The horizontal coordinates were scaled from a topographic map and have
 GB0250.an estimated accuracy of +/- 6 seconds.
 GB0250
 GB0250.The orthometric height was determined by differential leveling
 GB0250.and adjusted by the National Geodetic Survey in June 1991..
 GB0250
 GB0250.The geoid height was determined by GEOID03.
 GB0250
 GB0250.The dynamic height is computed by dividing the NAVD 88
 GB0250.geopotential number by the normal gravity value computed on the
 GB0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0250.degrees latitude (g = 980.6199 gals.).
 GB0250
 GB0250.The modeled gravity was interpolated from observed gravity values.
 GB0250
 GB0250;                    North         East    Units  Estimated Accuracy
 GB0250;SPC KY1Z     - 1,068,680.    1,653,070.      MT  (+/- 180 meters Scaled)
 GB0250
 GB0250                          SUPERSEDED SURVEY CONTROL
 GB0250
 GB0250  NGVD 29 (??/??/92)  334.480  (m)         1097.37   (f) ADJ UNCH    2 0
 GB0250
 GB0250.Superseded values are not recommended for survey control.
 GB0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0250.See file dsdata.txt to determine how the superseded data were derived.
 GB0250
 GB0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF643922(NAD 83)
 GB0250_MARKER: DB = BENCH MARK DISK
 GB0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0250_STAMPING: K 204 1950 1097.373
 GB0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0250+STABILITY: SURFACE MOTION
 GB0250
 GB0250  HISTORY     - Date     Condition        Report By
 GB0250  HISTORY     - 1950     MONUMENTED       CGS
 GB0250  HISTORY     - 1957     GOOD             NGS
 GB0250  HISTORY     - 19930801 MARK NOT FOUND   KYDT
 GB0250
 GB0250                          STATION DESCRIPTION
 GB0250
 GB0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0250'1.5 MI W FROM GRAYS.
 GB0250'ABOUT 1.5 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0250'FROM THE STATION AT GRAYS, AT A PRIVATE ROAD CROSSING, 46 FEET
 GB0250'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 67 FEET SOUTHWEST OF
 GB0250'MILE POST 176, 198 FEET EAST OF THE CENTER LINE OF THE PRIVATE
 GB0250'ROAD, 1 FOOT NORTH OF A FENCE LINE, ABOUT 3 FEET BELOW THE TRACK
 GB0250'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE--
 GB0250'THE MARK IS 60.3 FEET SOUTH OF THE SOUTH RAIL SINCE ONE SET OF
 GB0250'TRACKS HAS BEEN REMOVED.
 GB0250
 GB0250                          STATION RECOVERY (1957)
 GB0250
 GB0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0250'RECOVERED IN GOOD CONDITION.
 GB0250
 GB0250                          STATION RECOVERY (1993)
 GB0250
 GB0250'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0349 ***********************************************************************
 GB0349  DESIGNATION -  K 205
 GB0349  PID         -  GB0349
 GB0349  STATE/COUNTY-  KY/MCCREARY
 GB0349  USGS QUAD   -  WIBORG (1981)
 GB0349
 GB0349                         *CURRENT SURVEY CONTROL
 GB0349  ___________________________________________________________________
 GB0349* NAD 83(1986)-  36 51 29.     (N)    084 23 35.     (W)     SCALED    
 GB0349* NAVD 88     -       366.240  (meters)    1201.57   (feet)  ADJUSTED  
 GB0349  ___________________________________________________________________
 GB0349  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GB0349  DYNAMIC HT  -         365.953 (meters)    1200.63  (feet)  COMP
 GB0349  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 GB0349
 GB0349  VERT ORDER  -  SECOND    CLASS 0
 GB0349
 GB0349.The horizontal coordinates were scaled from a topographic map and have
 GB0349.an estimated accuracy of +/- 6 seconds.
 GB0349
 GB0349.The orthometric height was determined by differential leveling
 GB0349.and adjusted by the National Geodetic Survey in June 1991..
 GB0349
 GB0349.The geoid height was determined by GEOID03.
 GB0349
 GB0349.The dynamic height is computed by dividing the NAVD 88
 GB0349.geopotential number by the normal gravity value computed on the
 GB0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0349.degrees latitude (g = 980.6199 gals.).
 GB0349
 GB0349.The modeled gravity was interpolated from observed gravity values.
 GB0349
 GB0349;                    North         East    Units  Estimated Accuracy
 GB0349;SPC KY1Z     - 1,059,120.    1,621,010.      MT  (+/- 180 meters Scaled)
 GB0349
 GB0349                          SUPERSEDED SURVEY CONTROL
 GB0349
 GB0349  NGVD 29 (??/??/92)  366.394  (m)         1202.08   (f) ADJ UNCH    2 0
 GB0349
 GB0349.Superseded values are not recommended for survey control.
 GB0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0349.See file dsdata.txt to determine how the superseded data were derived.
 GB0349
 GB0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF324822(NAD 83)
 GB0349_MARKER: DB = BENCH MARK DISK
 GB0349_SETTING: 66 = SET IN ROCK OUTCROP
 GB0349_SP_SET: ROCK LEDGE
 GB0349_STAMPING: K 205 1950 1202.078
 GB0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0349+STABILITY: POSITION/ELEVATION WELL
 GB0349
 GB0349  HISTORY     - Date     Condition        Report By
 GB0349  HISTORY     - 1950     MONUMENTED       CGS
 GB0349  HISTORY     - 1957     POOR             NGS
 GB0349
 GB0349                          STATION DESCRIPTION
 GB0349
 GB0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0349'4.8 MI W FROM CUMBERLAND FALLS.
 GB0349'ABOUT 4.85 MILES WEST ALONG STATE HIGHWAY 90 FROM THE WEST
 GB0349'FERRY LANDING ON CUMBERLAND RIVER AT CUMBERLAND FALLS, ABOUT 0.2
 GB0349'MILE NORTHWEST OF THE FIRST CHURCH OF CHRIST AND THE JUNCTION OF
 GB0349'A GRAVEL ROAD NORTHEAST, ABOUT 0.1 MILE SOUTHEAST OF THE JUNCTION
 GB0349'OF A DRIVE TO EAGLE SCHOOL, SET IN THE TOP OF A FLAT LEDGE
 GB0349'OF ROCK IN A SMALL CUT, 21 FEET NORTHEAST OF THE CENTER LINE
 GB0349'OF THE HIGHWAY, 147 FEET SOUTH EAST OF THE NORTHEAST END OF A
 GB0349'24-INCH PIPE CULVERT WITH CONCRETE HEAD WALLS, 1 1/2 FEET
 GB0349'NORTHEAST OF THE SOUTHWEST EDGE OF ROCK AND ABOUT 2 FEET ABOVE
 GB0349'THE HIGHWAY.
 GB0349
 GB0349                          STATION RECOVERY (1957)
 GB0349
 GB0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0349'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2942 ***********************************************************************
 GA2942  DESIGNATION -  K 206
 GA2942  PID         -  GA2942
 GA2942  STATE/COUNTY-  KY/WHITLEY
 GA2942  USGS QUAD   -  FRAKES (1952)
 GA2942
 GA2942                         *CURRENT SURVEY CONTROL
 GA2942  ___________________________________________________________________
 GA2942* NAD 83(1986)-  36 42 05.     (N)    083 57 55.     (W)     SCALED    
 GA2942* NAVD 88     -       299.768  (meters)     983.49   (feet)  ADJUSTED  
 GA2942  ___________________________________________________________________
 GA2942  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GA2942  DYNAMIC HT  -         299.511 (meters)     982.65  (feet)  COMP
 GA2942  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 GA2942
 GA2942  VERT ORDER  -  SECOND    CLASS 0
 GA2942
 GA2942.The horizontal coordinates were scaled from a topographic map and have
 GA2942.an estimated accuracy of +/- 6 seconds.
 GA2942
 GA2942.The orthometric height was determined by differential leveling
 GA2942.and adjusted by the National Geodetic Survey in June 1991..
 GA2942
 GA2942.The geoid height was determined by GEOID03.
 GA2942
 GA2942.The dynamic height is computed by dividing the NAVD 88
 GA2942.geopotential number by the normal gravity value computed on the
 GA2942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2942.degrees latitude (g = 980.6199 gals.).
 GA2942
 GA2942.The modeled gravity was interpolated from observed gravity values.
 GA2942
 GA2942;                    North         East    Units  Estimated Accuracy
 GA2942;SPC KY1Z     - 1,042,380.    1,659,490.      MT  (+/- 180 meters Scaled)
 GA2942
 GA2942                          SUPERSEDED SURVEY CONTROL
 GA2942
 GA2942  NGVD 29 (??/??/92)  299.916  (m)          983.97   (f) ADJ UNCH    2 0
 GA2942
 GA2942.Superseded values are not recommended for survey control.
 GA2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2942.See file dsdata.txt to determine how the superseded data were derived.
 GA2942
 GA2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA350658(NAD 83)
 GA2942_MARKER: DB = BENCH MARK DISK
 GA2942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2942_SP_SET: CULVERT
 GA2942_STAMPING: K 206 1950 983.974
 GA2942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2942
 GA2942  HISTORY     - Date     Condition        Report By
 GA2942  HISTORY     - 1950     MONUMENTED       CGS
 GA2942  HISTORY     - 1957     GOOD             NGS
 GA2942
 GA2942                          STATION DESCRIPTION
 GA2942
 GA2942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2942'0.8 MI NW FROM SILER.
 GA2942'0.75 MILE NORTHWEST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 GA2942'AT SILER, SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL
 GA2942'OF A 3-FOOT CONCRETE BOX CULVERT, 19 FEET WEST OF THE CENTER LINE
 GA2942'OF THE HIGHWAY, AND ABOUT 3 FEET BELOW THE LEVEL OF HIGHWAY AND
 GA2942'ON THE OUTSIDE OF LONG CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2934 ***********************************************************************
 GA2934  DESIGNATION -  K 207
 GA2934  PID         -  GA2934
 GA2934  STATE/COUNTY-  KY/KNOX
 GA2934  USGS QUAD   -  KAYJAY (1983)
 GA2934
 GA2934                         *CURRENT SURVEY CONTROL
 GA2934  ___________________________________________________________________
 GA2934* NAD 83(1986)-  36 44 14.     (N)    083 50 54.     (W)     SCALED    
 GA2934* NAVD 88     -       327.590  (meters)    1074.77   (feet)  ADJUSTED  
 GA2934  ___________________________________________________________________
 GA2934  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GA2934  DYNAMIC HT  -         327.312 (meters)    1073.86  (feet)  COMP
 GA2934  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 GA2934
 GA2934  VERT ORDER  -  SECOND    CLASS 0
 GA2934
 GA2934.The horizontal coordinates were scaled from a topographic map and have
 GA2934.an estimated accuracy of +/- 6 seconds.
 GA2934
 GA2934.The orthometric height was determined by differential leveling
 GA2934.and adjusted by the National Geodetic Survey in June 1991..
 GA2934
 GA2934.The geoid height was determined by GEOID03.
 GA2934
 GA2934.The dynamic height is computed by dividing the NAVD 88
 GA2934.geopotential number by the normal gravity value computed on the
 GA2934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2934.degrees latitude (g = 980.6199 gals.).
 GA2934
 GA2934.The modeled gravity was interpolated from observed gravity values.
 GA2934
 GA2934;                    North         East    Units  Estimated Accuracy
 GA2934;SPC KY1Z     - 1,046,560.    1,669,860.      MT  (+/- 180 meters Scaled)
 GA2934
 GA2934                          SUPERSEDED SURVEY CONTROL
 GA2934
 GA2934  NGVD 29 (??/??/92)  327.741  (m)         1075.26   (f) ADJ UNCH    2 0
 GA2934
 GA2934.Superseded values are not recommended for survey control.
 GA2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2934.See file dsdata.txt to determine how the superseded data were derived.
 GA2934
 GA2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA456695(NAD 83)
 GA2934_MARKER: DB = BENCH MARK DISK
 GA2934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2934_STAMPING: K 207 1950 1075.264
 GA2934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2934+STABILITY: SURFACE MOTION
 GA2934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2934+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2934
 GA2934  HISTORY     - Date     Condition        Report By
 GA2934  HISTORY     - 1950     MONUMENTED       CGS
 GA2934  HISTORY     - 1957     GOOD             NGS
 GA2934  HISTORY     - 20020806 GOOD             KYDT
 GA2934
 GA2934                          STATION DESCRIPTION
 GA2934
 GA2934'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2934'0.6 MI S FROM KAYJAY.
 GA2934'0.15 MILE SOUTHWEST ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT
 GA2934'KAYJAY, THENCE ABOUT 0.5 MILE SOUTH ALONG A GRAVEL ROAD, AT THE
 GA2934'CROSSING OF THE ARTEMUS-JELLICO RAILROAD, 90 FEET EAST OF THE
 GA2934'CENTER LINE OF THE ROAD, 88 FEET EAST OF THE SOUTHEAST CORNER OF A
 GA2934'WOODEN BRIDGE OVER WOLF PEN BRANCH, 2 1/2 FEET NORTHEAST OF THE
 GA2934'NORTHWEST CORNER OF A WIRE FENCE AROUND A POWER TRANSFORMER
 GA2934'SUB-STATION, 33 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF RAILROAD,
 GA2934'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GA2934'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GA2934
 GA2934                          STATION RECOVERY (1957)
 GA2934
 GA2934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2934'RECOVERED IN GOOD CONDITION.
 GA2934
 GA2934                          STATION RECOVERY (2002)
 GA2934
 GA2934'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2934'MARK IS 2.5 FEET NORTHEAST OF THE WEST FENCE AROUND SUB STATION,
 GA2934'INSIDE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2901 ***********************************************************************
 GA2901  DESIGNATION -  K 208
 GA2901  PID         -  GA2901
 GA2901  STATE/COUNTY-  KY/KNOX
 GA2901  USGS QUAD   -  BARBOURVILLE (1974)
 GA2901
 GA2901                         *CURRENT SURVEY CONTROL
 GA2901  ___________________________________________________________________
 GA2901* NAD 83(1986)-  36 52 18.     (N)    083 53 36.     (W)     SCALED    
 GA2901* NAVD 88     -       299.853  (meters)     983.77   (feet)  ADJUSTED  
 GA2901  ___________________________________________________________________
 GA2901  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GA2901  DYNAMIC HT  -         299.607 (meters)     982.96  (feet)  COMP
 GA2901  MODELED GRAV-     979,800.2   (mgal)                       NAVD 88
 GA2901
 GA2901  VERT ORDER  -  SECOND    CLASS 0
 GA2901
 GA2901.The horizontal coordinates were scaled from a topographic map and have
 GA2901.an estimated accuracy of +/- 6 seconds.
 GA2901
 GA2901.The orthometric height was determined by differential leveling
 GA2901.and adjusted by the National Geodetic Survey in June 1991..
 GA2901
 GA2901.The geoid height was determined by GEOID03.
 GA2901
 GA2901.The dynamic height is computed by dividing the NAVD 88
 GA2901.geopotential number by the normal gravity value computed on the
 GA2901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2901.degrees latitude (g = 980.6199 gals.).
 GA2901
 GA2901.The modeled gravity was interpolated from observed gravity values.
 GA2901
 GA2901;                    North         East    Units  Estimated Accuracy
 GA2901;SPC KY1Z     - 1,061,400.    1,665,540.      MT  (+/- 180 meters Scaled)
 GA2901
 GA2901                          SUPERSEDED SURVEY CONTROL
 GA2901
 GA2901  NGVD 29 (??/??/92)  300.011  (m)          984.29   (f) ADJ UNCH    2 0
 GA2901
 GA2901.Superseded values are not recommended for survey control.
 GA2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2901.See file dsdata.txt to determine how the superseded data were derived.
 GA2901
 GA2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA421845(NAD 83)
 GA2901_MARKER: DB = BENCH MARK DISK
 GA2901_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2901_SP_SET: BUILDING
 GA2901_STAMPING: K 208 1951 984.286
 GA2901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2901
 GA2901  HISTORY     - Date     Condition        Report By
 GA2901  HISTORY     - 1951     MONUMENTED       CGS
 GA2901  HISTORY     - 1957     GOOD             NGS
 GA2901  HISTORY     - 20020806 MARK NOT FOUND   KYDT
 GA2901
 GA2901                          STATION DESCRIPTION
 GA2901
 GA2901'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2901'AT BARBOURVILLE.
 GA2901'AT BARBOURVILLE, ABOUT 0.45 MILE NORTHWEST ALONG STATE HIGHWAY 6
 GA2901'(NORTH MAIN STREET) FROM THE COURT HOUSE, THENCE ABOUT 0.1 MILE
 GA2901'SOUTHWEST ALONG SCHOOL STREET, SET VERTICALLY IN THE NORTHWEST
 GA2901'FACE AT THE NORTH CORNER OF THE HIGH SCHOOL BUILDING, 44 1/2
 GA2901'FEET SOUTHEAST OF THE SOUTHEAST CURB OF SCHOOL STREET, 1.8 FEET
 GA2901'SOUTHWEST OF THE NORTH CORNER OF BUILDING AND ABOUT 1 1/2 FEET
 GA2901'ABOVE THE GROUND.
 GA2901
 GA2901                          STATION RECOVERY (1957)
 GA2901
 GA2901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2901'RECOVERED IN GOOD CONDITION.
 GA2901
 GA2901                          STATION RECOVERY (2002)
 GA2901
 GA2901'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2901'THIS BUILDING BURNED IN 1990, CONSIDER DETROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2822 ***********************************************************************
 GA2822  DESIGNATION -  K 209
 GA2822  PID         -  GA2822
 GA2822  STATE/COUNTY-  KY/BELL
 GA2822  USGS QUAD   -  KAYJAY (1983)
 GA2822
 GA2822                         *CURRENT SURVEY CONTROL
 GA2822  ___________________________________________________________________
 GA2822* NAD 83(1986)-  36 38 39.     (N)    083 52 22.     (W)     SCALED    
 GA2822* NAVD 88     -       538.203  (meters)    1765.75   (feet)  ADJUSTED  
 GA2822  ___________________________________________________________________
 GA2822  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GA2822  DYNAMIC HT  -         537.718 (meters)    1764.16  (feet)  COMP
 GA2822  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 GA2822
 GA2822  VERT ORDER  -  SECOND    CLASS 0
 GA2822
 GA2822.The horizontal coordinates were scaled from a topographic map and have
 GA2822.an estimated accuracy of +/- 6 seconds.
 GA2822
 GA2822.The orthometric height was determined by differential leveling
 GA2822.and adjusted by the National Geodetic Survey in June 1991..
 GA2822
 GA2822.The geoid height was determined by GEOID03.
 GA2822
 GA2822.The dynamic height is computed by dividing the NAVD 88
 GA2822.geopotential number by the normal gravity value computed on the
 GA2822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2822.degrees latitude (g = 980.6199 gals.).
 GA2822
 GA2822.The modeled gravity was interpolated from observed gravity values.
 GA2822
 GA2822;                    North         East    Units  Estimated Accuracy
 GA2822;SPC KY1Z     - 1,036,190.    1,667,880.      MT  (+/- 180 meters Scaled)
 GA2822
 GA2822                          SUPERSEDED SURVEY CONTROL
 GA2822
 GA2822  NGVD 29 (??/??/92)  538.321  (m)         1766.14   (f) ADJ UNCH    2 0
 GA2822
 GA2822.Superseded values are not recommended for survey control.
 GA2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2822.See file dsdata.txt to determine how the superseded data were derived.
 GA2822
 GA2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA431592(NAD 83)
 GA2822_MARKER: DB = BENCH MARK DISK
 GA2822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2822_STAMPING: K 209 1951 1766.141
 GA2822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2822+STABILITY: SURFACE MOTION
 GA2822
 GA2822  HISTORY     - Date     Condition        Report By
 GA2822  HISTORY     - 1951     MONUMENTED       CGS
 GA2822  HISTORY     - 1957     GOOD             NGS
 GA2822
 GA2822                          STATION DESCRIPTION
 GA2822
 GA2822'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2822'4.6 MI E FROM FRAKES.
 GA2822'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 190 FROM THE POST OFFICE
 GA2822'AT FRAKES, THENCE ABOUT 2.1 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 GA2822'ABOUT 0.3 MILE SOUTHEAST OF NEW VINE BAPTIST CHURCH AT LAUREL
 GA2822'FORK, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH
 GA2822'OF A FENCE LINE, 36 FEET WEST OF A FENCE CORNER, 79 FEET NORTHWEST
 GA2822'OF THE NORTHWEST PORCH CORNER OF A FARM HOUSE, 2 FEET WEST OF
 GA2822'A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE ROAD AND SET
 GA2822'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GA2822
 GA2822                          STATION RECOVERY (1957)
 GA2822
 GA2822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3001 ***********************************************************************
 GA3001  DESIGNATION -  K 210
 GA3001  PID         -  GA3001
 GA3001  STATE/COUNTY-  KY/BELL
 GA3001  USGS QUAD   -  FRAKES (1952)
 GA3001
 GA3001                         *CURRENT SURVEY CONTROL
 GA3001  ___________________________________________________________________
 GA3001* NAD 83(1986)-  36 38 28.     (N)    083 55 45.     (W)     SCALED    
 GA3001* NAVD 88     -       440.449  (meters)    1445.04   (feet)  ADJUSTED  
 GA3001  ___________________________________________________________________
 GA3001  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GA3001  DYNAMIC HT  -         440.063 (meters)    1443.77  (feet)  COMP
 GA3001  MODELED GRAV-     979,740.7   (mgal)                       NAVD 88
 GA3001
 GA3001  VERT ORDER  -  SECOND    CLASS 0
 GA3001
 GA3001.The horizontal coordinates were scaled from a topographic map and have
 GA3001.an estimated accuracy of +/- 6 seconds.
 GA3001
 GA3001.The orthometric height was determined by differential leveling
 GA3001.and adjusted by the National Geodetic Survey in June 1991..
 GA3001
 GA3001.The geoid height was determined by GEOID03.
 GA3001
 GA3001.The dynamic height is computed by dividing the NAVD 88
 GA3001.geopotential number by the normal gravity value computed on the
 GA3001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3001.degrees latitude (g = 980.6199 gals.).
 GA3001
 GA3001.The modeled gravity was interpolated from observed gravity values.
 GA3001
 GA3001;                    North         East    Units  Estimated Accuracy
 GA3001;SPC KY1Z     - 1,035,750.    1,662,850.      MT  (+/- 180 meters Scaled)
 GA3001
 GA3001                          SUPERSEDED SURVEY CONTROL
 GA3001
 GA3001  NGVD 29 (??/??/92)  440.582  (m)         1445.48   (f) ADJ UNCH    2 0
 GA3001
 GA3001.Superseded values are not recommended for survey control.
 GA3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3001.See file dsdata.txt to determine how the superseded data were derived.
 GA3001
 GA3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA381590(NAD 83)
 GA3001_MARKER: DB = BENCH MARK DISK
 GA3001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3001_STAMPING: K 210 1951 1445.476
 GA3001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3001+STABILITY: SURFACE MOTION
 GA3001
 GA3001  HISTORY     - Date     Condition        Report By
 GA3001  HISTORY     - 1951     MONUMENTED       CGS
 GA3001  HISTORY     - 1957     GOOD             NGS
 GA3001
 GA3001                          STATION DESCRIPTION
 GA3001
 GA3001'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA3001'AT FRAKES.
 GA3001'AT FRAKES, ABOUT 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 190 FROM
 GA3001'THE POST OFFICE, AT HENDERSON SETTLEMENT MISSIONARY SCHOOL, 29
 GA3001'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN LINE WITH A
 GA3001'CONCRETE SIDE WALK LEADING NORTHWEST TO A WOODEN SCHOOL BUILDING,
 GA3001'3 FEET NORTHWEST OF A WIRE FENCE, 18 FEET NORTHEAST OF NORTHEAST
 GA3001'GATE POST OF GATE IN FENCE LINE, 114 1/2 FEET NORTH OF THE NORTH
 GA3001'CORNER OF THE CONCRETE PORCH ENTRANCE OF CHURCH BUILDING, 147
 GA3001'FEET SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF
 GA3001'A PIPE CULVERT UNDER HIGHWAY, 3 FEET NORTHWEST OF A WHITE WOODEN
 GA3001'WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP
 GA3001'OF A CONCRETE POST PROJECTING 3 INCHES.
 GA3001
 GA3001                          STATION RECOVERY (1957)
 GA3001
 GA3001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA3001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0942 ***********************************************************************
 GZ0942  DESIGNATION -  K 211
 GZ0942  PID         -  GZ0942
 GZ0942  STATE/COUNTY-  KY/CASEY
 GZ0942  USGS QUAD   -  LIBERTY (1979)
 GZ0942
 GZ0942                         *CURRENT SURVEY CONTROL
 GZ0942  ___________________________________________________________________
 GZ0942* NAD 83(1986)-  37 20 42.     (N)    084 56 15.     (W)     SCALED    
 GZ0942* NAVD 88     -       328.161  (meters)    1076.64   (feet)  ADJUSTED  
 GZ0942  ___________________________________________________________________
 GZ0942  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GZ0942  DYNAMIC HT  -         327.902 (meters)    1075.79  (feet)  COMP
 GZ0942  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 GZ0942
 GZ0942  VERT ORDER  -  SECOND    CLASS 0
 GZ0942
 GZ0942.The horizontal coordinates were scaled from a topographic map and have
 GZ0942.an estimated accuracy of +/- 6 seconds.
 GZ0942
 GZ0942.The orthometric height was determined by differential leveling
 GZ0942.and adjusted by the National Geodetic Survey in June 1991..
 GZ0942
 GZ0942.The geoid height was determined by GEOID03.
 GZ0942
 GZ0942.The dynamic height is computed by dividing the NAVD 88
 GZ0942.geopotential number by the normal gravity value computed on the
 GZ0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0942.degrees latitude (g = 980.6199 gals.).
 GZ0942
 GZ0942.The modeled gravity was interpolated from observed gravity values.
 GZ0942
 GZ0942;                    North         East    Units  Estimated Accuracy
 GZ0942;SPC KY1Z     - 1,112,590.    1,571,990.      MT  (+/- 180 meters Scaled)
 GZ0942
 GZ0942                          SUPERSEDED SURVEY CONTROL
 GZ0942
 GZ0942  NGVD 29 (??/??/92)  328.302  (m)         1077.10   (f) ADJ UNCH    2 0
 GZ0942
 GZ0942.Superseded values are not recommended for survey control.
 GZ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0942.See file dsdata.txt to determine how the superseded data were derived.
 GZ0942
 GZ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG826351(NAD 83)
 GZ0942_MARKER: DB = BENCH MARK DISK
 GZ0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0942_STAMPING: K 211 1951 1077.104
 GZ0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0942+STABILITY: SURFACE MOTION
 GZ0942
 GZ0942  HISTORY     - Date     Condition        Report By
 GZ0942  HISTORY     - 1951     MONUMENTED       CGS
 GZ0942  HISTORY     - 1958     GOOD             NGS
 GZ0942
 GZ0942                          STATION DESCRIPTION
 GZ0942
 GZ0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0942'2 MI NW FROM LIBERTY.
 GZ0942'ABOUT 1.95 MILES NORTHWEST ALONG STATE HIGHWAY 49 FROM THE COURT
 GZ0942'HOUSE AT LIBERTY, NEAR THE TOP OF A LONG GRADE (BRUSH CREEK HILL),
 GZ0942'26 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY AT THE OUTSIDE OF
 GZ0942'A CURVE WITH TANGENTS EXTENDING SOUTH AND WEST, 1 FOOT SOUTHWEST
 GZ0942'OF A FENCE LINE, 95 FEET SOUTHEAST OF THE CENTER OF A GATE FOR A
 GZ0942'DRIVE NORTHEAST TO A BARN, 105 FEET SOUTHEAST OF THE CENTER OF A
 GZ0942'DRIVE NORTHEAST TO A FARM HOUSE, 2 1/2 FEET NORTHWEST OF A WHITE
 GZ0942'WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW THE HIGHWAY AND SET IN
 GZ0942'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0942
 GZ0942                          STATION RECOVERY (1958)
 GZ0942
 GZ0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1414 ***********************************************************************
 GZ1414  DESIGNATION -  K 212
 GZ1414  PID         -  GZ1414
 GZ1414  STATE/COUNTY-  KY/MARION
 GZ1414  USGS QUAD   -  LEBANON EAST (1994)
 GZ1414
 GZ1414                         *CURRENT SURVEY CONTROL
 GZ1414  ___________________________________________________________________
 GZ1414* NAD 83(1986)-  37 32 46.     (N)    085 14 09.     (W)     SCALED    
 GZ1414* NAVD 88     -       259.804  (meters)     852.37   (feet)  ADJUSTED  
 GZ1414  ___________________________________________________________________
 GZ1414  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GZ1414  DYNAMIC HT  -         259.599 (meters)     851.70  (feet)  COMP
 GZ1414  MODELED GRAV-     979,837.0   (mgal)                       NAVD 88
 GZ1414
 GZ1414  VERT ORDER  -  SECOND    CLASS 0
 GZ1414
 GZ1414.The horizontal coordinates were scaled from a topographic map and have
 GZ1414.an estimated accuracy of +/- 6 seconds.
 GZ1414
 GZ1414.The orthometric height was determined by differential leveling
 GZ1414.and adjusted by the National Geodetic Survey in June 1991..
 GZ1414
 GZ1414.The geoid height was determined by GEOID03.
 GZ1414
 GZ1414.The dynamic height is computed by dividing the NAVD 88
 GZ1414.geopotential number by the normal gravity value computed on the
 GZ1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1414.degrees latitude (g = 980.6199 gals.).
 GZ1414
 GZ1414.The modeled gravity was interpolated from observed gravity values.
 GZ1414
 GZ1414;                    North         East    Units  Estimated Accuracy
 GZ1414;SPC KY1Z     - 1,134,720.    1,545,430.      MT  (+/- 180 meters Scaled)
 GZ1414
 GZ1414                          SUPERSEDED SURVEY CONTROL
 GZ1414
 GZ1414  NGVD 29 (??/??/92)  259.940  (m)          852.82   (f) ADJ UNCH    2 0
 GZ1414
 GZ1414.Superseded values are not recommended for survey control.
 GZ1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1414.See file dsdata.txt to determine how the superseded data were derived.
 GZ1414
 GZ1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG558569(NAD 83)
 GZ1414_MARKER: DB = BENCH MARK DISK
 GZ1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1414_STAMPING: K 212 1951 852.820
 GZ1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1414+STABILITY: SURFACE MOTION
 GZ1414
 GZ1414  HISTORY     - Date     Condition        Report By
 GZ1414  HISTORY     - 1951     MONUMENTED       CGS
 GZ1414  HISTORY     - 1958     GOOD             NGS
 GZ1414  HISTORY     - 1983     GOOD             KYDT
 GZ1414
 GZ1414                          STATION DESCRIPTION
 GZ1414
 GZ1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1414'2 MI SE FROM LEBANON.
 GZ1414'ABOUT 1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM THE
 GZ1414'JUNCTION OF U.S. HIGHWAY 68 AT LEBANON, ABOUT 100 YARDS SOUTH OF A
 GZ1414'CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, ABOUT 85
 GZ1414'YARDS SOUTH OF THE TOP OF A GRADE AND A FENCE CORNER, 25 FEET
 GZ1414'EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF A FENCE
 GZ1414'LINE, 38 FEET NORTH OF A 30-INCH ELM TREE WHICH IS NEAR FENCE
 GZ1414'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 GZ1414'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1414'3 INCHES.
 GZ1414
 GZ1414                          STATION RECOVERY (1958)
 GZ1414
 GZ1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1414'RECOVERED IN GOOD CONDITION.
 GZ1414
 GZ1414                          STATION RECOVERY (1983)
 GZ1414
 GZ1414'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0877 ***********************************************************************
 GZ0877  DESIGNATION -  K 213
 GZ0877  PID         -  GZ0877
 GZ0877  STATE/COUNTY-  KY/LINCOLN
 GZ0877  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0877
 GZ0877                         *CURRENT SURVEY CONTROL
 GZ0877  ___________________________________________________________________
 GZ0877* NAD 83(1986)-  37 28 42.     (N)    084 49 08.     (W)     SCALED    
 GZ0877* NAVD 88     -       320.524  (meters)    1051.59   (feet)  ADJUSTED  
 GZ0877  ___________________________________________________________________
 GZ0877  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GZ0877  DYNAMIC HT  -         320.275 (meters)    1050.77  (feet)  COMP
 GZ0877  MODELED GRAV-     979,842.6   (mgal)                       NAVD 88
 GZ0877
 GZ0877  VERT ORDER  -  SECOND    CLASS 0
 GZ0877
 GZ0877.The horizontal coordinates were scaled from a topographic map and have
 GZ0877.an estimated accuracy of +/- 6 seconds.
 GZ0877
 GZ0877.The orthometric height was determined by differential leveling
 GZ0877.and adjusted by the National Geodetic Survey in June 1991..
 GZ0877
 GZ0877.The geoid height was determined by GEOID03.
 GZ0877
 GZ0877.The dynamic height is computed by dividing the NAVD 88
 GZ0877.geopotential number by the normal gravity value computed on the
 GZ0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0877.degrees latitude (g = 980.6199 gals.).
 GZ0877
 GZ0877.The modeled gravity was interpolated from observed gravity values.
 GZ0877
 GZ0877;                    North         East    Units  Estimated Accuracy
 GZ0877;SPC KY1Z     - 1,127,490.    1,582,350.      MT  (+/- 180 meters Scaled)
 GZ0877
 GZ0877                          SUPERSEDED SURVEY CONTROL
 GZ0877
 GZ0877  NGVD 29 (??/??/92)  320.663  (m)         1052.04   (f) ADJ UNCH    2 0
 GZ0877
 GZ0877.Superseded values are not recommended for survey control.
 GZ0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0877.See file dsdata.txt to determine how the superseded data were derived.
 GZ0877
 GZ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG928501(NAD 83)
 GZ0877_MARKER: DB = BENCH MARK DISK
 GZ0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0877_STAMPING: K 213 1951 1052.042
 GZ0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0877+STABILITY: SURFACE MOTION
 GZ0877
 GZ0877  HISTORY     - Date     Condition        Report By
 GZ0877  HISTORY     - 1951     MONUMENTED       CGS
 GZ0877  HISTORY     - 1958     GOOD             NGS
 GZ0877  HISTORY     - 1981     GOOD             KYDT
 GZ0877
 GZ0877                          STATION DESCRIPTION
 GZ0877
 GZ0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0877'AT HUSTONVILLE.
 GZ0877'AT HUSTONVILE, ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 35
 GZ0877'FROM THE INTERSECTION OF STATE HIGHWAY 78 AT HUSTONVILLE, ABOUT
 GZ0877'0.1 MILE SOUTH OF NORTH CITY LIMITS, 31 FEET WEST OF THE
 GZ0877'CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF A FENCE LINE, 155 1/2
 GZ0877'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A RED BRICK HOUSE,
 GZ0877'78 1/2 FEET SOUTH OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE
 GZ0877'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET
 GZ0877'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0877
 GZ0877                          STATION RECOVERY (1958)
 GZ0877
 GZ0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0877'RECOVERED IN GOOD CONDITION.
 GZ0877
 GZ0877                          STATION RECOVERY (1981)
 GZ0877
 GZ0877'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1728 ***********************************************************************
 GZ1728  DESIGNATION -  K 214
 GZ1728  PID         -  GZ1728
 GZ1728  STATE/COUNTY-  KY/TAYLOR
 GZ1728  USGS QUAD   -  MANNSVILLE (1970)
 GZ1728
 GZ1728                         *CURRENT SURVEY CONTROL
 GZ1728  ___________________________________________________________________
 GZ1728* NAD 83(1986)-  37 21 01.     (N)    085 14 13.     (W)     SCALED    
 GZ1728* NAVD 88     -       220.886  (meters)     724.69   (feet)  ADJUSTED  
 GZ1728  ___________________________________________________________________
 GZ1728  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GZ1728  DYNAMIC HT  -         220.709 (meters)     724.11  (feet)  COMP
 GZ1728  MODELED GRAV-     979,826.1   (mgal)                       NAVD 88
 GZ1728
 GZ1728  VERT ORDER  -  SECOND    CLASS 0
 GZ1728
 GZ1728.The horizontal coordinates were scaled from a topographic map and have
 GZ1728.an estimated accuracy of +/- 6 seconds.
 GZ1728
 GZ1728.The orthometric height was determined by differential leveling
 GZ1728.and adjusted by the National Geodetic Survey in June 1991..
 GZ1728
 GZ1728.The geoid height was determined by GEOID03.
 GZ1728
 GZ1728.The dynamic height is computed by dividing the NAVD 88
 GZ1728.geopotential number by the normal gravity value computed on the
 GZ1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1728.degrees latitude (g = 980.6199 gals.).
 GZ1728
 GZ1728.The modeled gravity was interpolated from observed gravity values.
 GZ1728
 GZ1728;                    North         East    Units  Estimated Accuracy
 GZ1728;SPC KY1Z     - 1,112,990.    1,545,460.      MT  (+/- 180 meters Scaled)
 GZ1728
 GZ1728                          SUPERSEDED SURVEY CONTROL
 GZ1728
 GZ1728  NGVD 29 (??/??/92)  221.024  (m)          725.14   (f) ADJ UNCH    2 0
 GZ1728
 GZ1728.Superseded values are not recommended for survey control.
 GZ1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1728.See file dsdata.txt to determine how the superseded data were derived.
 GZ1728
 GZ1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG561351(NAD 83)
 GZ1728_MARKER: DB = BENCH MARK DISK
 GZ1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1728_STAMPING: K 214 1951 725.143
 GZ1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1728+STABILITY: SURFACE MOTION
 GZ1728
 GZ1728  HISTORY     - Date     Condition        Report By
 GZ1728  HISTORY     - 1951     MONUMENTED       CGS
 GZ1728  HISTORY     - 1958     GOOD             NGS
 GZ1728
 GZ1728                          STATION DESCRIPTION
 GZ1728
 GZ1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1728'0.6 MI NE FROM ACTON.
 GZ1728'ABOUT 0.65 MILE NORTHEAST ALONG STATE HIGHWAY 70 FROM THE
 GZ1728'CROSSROADS AND SCHOOL AT ACTON, 21 FEET NORTHWEST OF THE CENTER
 GZ1728'LINE OF HIGHWAY AT THE CENTER OF CROSSING OF A POWER LINE,
 GZ1728'8 FEET SOUTHWEST OF A TELEPHONE POLE, 18 FEET EAST OF A 26-INCH
 GZ1728'OAK TREE,140 FEET NORTHEAST OF THE NORTHWEST END OF A 24-INCH
 GZ1728'CORRUGATED PIPE CULVERT, 2 1/2 FEET SOUTHEAST OF A FENCE LINE,
 GZ1728'ABOUT 1/2 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GZ1728'POST PROJECTING 3 INCHES.
 GZ1728
 GZ1728                          STATION RECOVERY (1958)
 GZ1728
 GZ1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1594 ***********************************************************************
 GZ1594  DESIGNATION -  K 215
 GZ1594  PID         -  GZ1594
 GZ1594  STATE/COUNTY-  KY/TAYLOR
 GZ1594  USGS QUAD   -  BRADFORDSVILLE NE (1987)
 GZ1594
 GZ1594                         *CURRENT SURVEY CONTROL
 GZ1594  ___________________________________________________________________
 GZ1594* NAD 83(1986)-  37 25 04.     (N)    085 07 12.     (W)     SCALED    
 GZ1594* NAVD 88     -       251.865  (meters)     826.33   (feet)  ADJUSTED  
 GZ1594  ___________________________________________________________________
 GZ1594  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GZ1594  DYNAMIC HT  -         251.664 (meters)     825.67  (feet)  COMP
 GZ1594  MODELED GRAV-     979,827.3   (mgal)                       NAVD 88
 GZ1594
 GZ1594  VERT ORDER  -  SECOND    CLASS 0
 GZ1594
 GZ1594.The horizontal coordinates were scaled from a topographic map and have
 GZ1594.an estimated accuracy of +/- 6 seconds.
 GZ1594
 GZ1594.The orthometric height was determined by differential leveling
 GZ1594.and adjusted by the National Geodetic Survey in June 1991..
 GZ1594
 GZ1594.The geoid height was determined by GEOID03.
 GZ1594
 GZ1594.The dynamic height is computed by dividing the NAVD 88
 GZ1594.geopotential number by the normal gravity value computed on the
 GZ1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1594.degrees latitude (g = 980.6199 gals.).
 GZ1594
 GZ1594.The modeled gravity was interpolated from observed gravity values.
 GZ1594
 GZ1594;                    North         East    Units  Estimated Accuracy
 GZ1594;SPC KY1Z     - 1,120,540.    1,555,770.      MT  (+/- 180 meters Scaled)
 GZ1594
 GZ1594                          SUPERSEDED SURVEY CONTROL
 GZ1594
 GZ1594  NGVD 29 (??/??/92)  251.999  (m)          826.77   (f) ADJ UNCH    2 0
 GZ1594
 GZ1594.Superseded values are not recommended for survey control.
 GZ1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1594.See file dsdata.txt to determine how the superseded data were derived.
 GZ1594
 GZ1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG663428(NAD 83)
 GZ1594_MARKER: DB = BENCH MARK DISK
 GZ1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1594_STAMPING: K 215 1951 826.757
 GZ1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1594+STABILITY: SURFACE MOTION
 GZ1594
 GZ1594  HISTORY     - Date     Condition        Report By
 GZ1594  HISTORY     - 1951     MONUMENTED       CGS
 GZ1594  HISTORY     - 1958     GOOD             NGS
 GZ1594  HISTORY     - 1983     GOOD             KYDT
 GZ1594
 GZ1594                          STATION DESCRIPTION
 GZ1594
 GZ1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1594'0.8 MI NE FROM MERRIMAC.
 GZ1594'ABOUT 0.75 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE METHODIST
 GZ1594'CHURCH AT MERRIMAC, AT THE JUNCTION OF A ROAD NORTHWEST TO
 GZ1594'OAKLAND LAKE, AND AT THE CROSSING OF A NORTH-SOUTH POWER LINE,
 GZ1594'23 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 4 FEET NORTH OF
 GZ1594'A POWER POLE, 1 FOOT NORTHWEST OF A FENCE LINE, 21 FEET EAST
 GZ1594'OF THE SOUTHEAST END OF A 24-INCH PIPE CULVERT UNDER ROAD, 20
 GZ1594'FEET NORTHEAST OF A FENCE CORNER, 1 FOOT BELOW THE JUNCTION AND
 GZ1594'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1594
 GZ1594                          STATION RECOVERY (1958)
 GZ1594
 GZ1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1594'RECOVERED IN GOOD CONDITION.
 GZ1594
 GZ1594                          STATION RECOVERY (1983)
 GZ1594
 GZ1594'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0726 ***********************************************************************
 GZ0726  DESIGNATION -  K 216
 GZ0726  PID         -  GZ0726
 GZ0726  STATE/COUNTY-  KY/PULASKI
 GZ0726  USGS QUAD   -  MINTONVILLE (1976)
 GZ0726
 GZ0726                         *CURRENT SURVEY CONTROL
 GZ0726  ___________________________________________________________________
 GZ0726* NAD 83(1986)-  37 07 59.     (N)    084 51 31.     (W)     SCALED    
 GZ0726* NAVD 88     -       353.165  (meters)    1158.68   (feet)  ADJUSTED  
 GZ0726  ___________________________________________________________________
 GZ0726  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GZ0726  DYNAMIC HT  -         352.874 (meters)    1157.72  (feet)  COMP
 GZ0726  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 GZ0726
 GZ0726  VERT ORDER  -  FIRST     CLASS I
 GZ0726
 GZ0726.The horizontal coordinates were scaled from a topographic map and have
 GZ0726.an estimated accuracy of +/- 6 seconds.
 GZ0726
 GZ0726.The orthometric height was determined by differential leveling
 GZ0726.and adjusted by the National Geodetic Survey in June 1991..
 GZ0726
 GZ0726.The geoid height was determined by GEOID03.
 GZ0726
 GZ0726.The dynamic height is computed by dividing the NAVD 88
 GZ0726.geopotential number by the normal gravity value computed on the
 GZ0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0726.degrees latitude (g = 980.6199 gals.).
 GZ0726
 GZ0726.The modeled gravity was interpolated from observed gravity values.
 GZ0726
 GZ0726;                    North         East    Units  Estimated Accuracy
 GZ0726;SPC KY1Z     - 1,089,140.    1,579,200.      MT  (+/- 180 meters Scaled)
 GZ0726
 GZ0726                          SUPERSEDED SURVEY CONTROL
 GZ0726
 GZ0726  NGVD 29 (??/??/92)  353.292  (m)         1159.09   (f) ADJ UNCH    1 1
 GZ0726
 GZ0726.Superseded values are not recommended for survey control.
 GZ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0726.See file dsdata.txt to determine how the superseded data were derived.
 GZ0726
 GZ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG902117(NAD 83)
 GZ0726_MARKER: DB = BENCH MARK DISK
 GZ0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0726_STAMPING: K 216 1951 1159.092
 GZ0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0726+STABILITY: SURFACE MOTION
 GZ0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0726+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 GZ0726
 GZ0726  HISTORY     - Date     Condition        Report By
 GZ0726  HISTORY     - 1951     MONUMENTED       CGS
 GZ0726  HISTORY     - 1968     GOOD             NGS
 GZ0726  HISTORY     - 1981     GOOD             KYDT
 GZ0726  HISTORY     - 20050503 GOOD             KYDT
 GZ0726
 GZ0726                          STATION DESCRIPTION
 GZ0726
 GZ0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ0726'0.4 MI W FROM CAINS STORE.
 GZ0726'ABOUT 0.45 MILE WEST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GZ0726'AT CAINS STORE, 0.35 MILE EAST OF THE BRADLEYS PLEASURE BAPTIST
 GZ0726'CHURCH, 37 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 44 FEET
 GZ0726'NORTHWEST OF THE CENTER OF A JUNCTION OF THE HIGHWAY AND A
 GZ0726'GRAVELED ROAD, 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 GZ0726'AND A GRAVELED ROAD, 35 FEET WEST OF THE CENTERLINE OF A PRIVATE
 GZ0726'DRIVE, 94 FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 11
 GZ0726'FEET EAST OF A POWER POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE
 GZ0726'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 GZ0726'INCHES.
 GZ0726
 GZ0726                          STATION RECOVERY (1981)
 GZ0726
 GZ0726'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0726'RECOVERED IN GOOD CONDITION.
 GZ0726
 GZ0726                          STATION RECOVERY (2005)
 GZ0726
 GZ0726'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0726'MARK IS 2.5 FEET WEST OF A WATER METER, PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0956 ***********************************************************************
 GZ0956  DESIGNATION -  K 217
 GZ0956  PID         -  GZ0956
 GZ0956  STATE/COUNTY-  KY/CASEY
 GZ0956  USGS QUAD   -  PHIL (1953)
 GZ0956
 GZ0956                         *CURRENT SURVEY CONTROL
 GZ0956  ___________________________________________________________________
 GZ0956* NAD 83(1986)-  37 13 35.     (N)    084 55 07.     (W)     SCALED    
 GZ0956* NAVD 88     -       252.497  (meters)     828.40   (feet)  ADJUSTED  
 GZ0956  ___________________________________________________________________
 GZ0956  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GZ0956  DYNAMIC HT  -         252.292 (meters)     827.73  (feet)  COMP
 GZ0956  MODELED GRAV-     979,814.2   (mgal)                       NAVD 88
 GZ0956
 GZ0956  VERT ORDER  -  SECOND    CLASS 0
 GZ0956
 GZ0956.The horizontal coordinates were scaled from a topographic map and have
 GZ0956.an estimated accuracy of +/- 6 seconds.
 GZ0956
 GZ0956.The orthometric height was determined by differential leveling
 GZ0956.and adjusted by the National Geodetic Survey in June 1991..
 GZ0956
 GZ0956.The geoid height was determined by GEOID03.
 GZ0956
 GZ0956.The dynamic height is computed by dividing the NAVD 88
 GZ0956.geopotential number by the normal gravity value computed on the
 GZ0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0956.degrees latitude (g = 980.6199 gals.).
 GZ0956
 GZ0956.The modeled gravity was interpolated from observed gravity values.
 GZ0956
 GZ0956;                    North         East    Units  Estimated Accuracy
 GZ0956;SPC KY1Z     - 1,099,440.    1,573,780.      MT  (+/- 180 meters Scaled)
 GZ0956
 GZ0956                          SUPERSEDED SURVEY CONTROL
 GZ0956
 GZ0956  NGVD 29 (??/??/92)  252.632  (m)          828.84   (f) ADJ UNCH    2 0
 GZ0956
 GZ0956.Superseded values are not recommended for survey control.
 GZ0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0956.See file dsdata.txt to determine how the superseded data were derived.
 GZ0956
 GZ0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG846220(NAD 83)
 GZ0956_MARKER: DB = BENCH MARK DISK
 GZ0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0956_STAMPING: K 217 1951 828.843
 GZ0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0956+STABILITY: SURFACE MOTION
 GZ0956
 GZ0956  HISTORY     - Date     Condition        Report By
 GZ0956  HISTORY     - 1951     MONUMENTED       CGS
 GZ0956  HISTORY     - 1958     GOOD             NGS
 GZ0956
 GZ0956                          STATION DESCRIPTION
 GZ0956
 GZ0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0956'2.2 MI NE FROM PHIL.
 GZ0956'ABOUT 2.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST
 GZ0956'OFFICE AND ROAD JUNCTION AT PHIL, ABOUT 2.95 MILES SOUTHWEST OF THE
 GZ0956'POST OFFICE AT GILPIN, AT LABASCUS POST OFFICE, 135 FEET
 GZ0956'NORTH-NORTHEAST OF THE NORTHWEST END OF A 36-INCH PIPE CULVERT UNDER
 GZ0956'ROAD, 62 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 35 FEET
 GZ0956'SOUTHWEST OF THE SOUTH CORNER OF GROCERY STORE, 55 FEET WEST OF A
 GZ0956'GASOLINE PUMP, 25 FEET EAST OF A 6-INCH APPLE TREE, 1 1/2 FEET
 GZ0956'SOUTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN
 GZ0956'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP
 GZ0956'OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE POST OFFICE
 GZ0956'IS NO LONGER AT LABASCUS.  THE BUILDING IS NOW A GROCERY STORE.
 GZ0956
 GZ0956                          STATION RECOVERY (1958)
 GZ0956
 GZ0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0962 ***********************************************************************
 GZ0962  DESIGNATION -  K 218
 GZ0962  PID         -  GZ0962
 GZ0962  STATE/COUNTY-  KY/CASEY
 GZ0962  USGS QUAD   -  YOSEMITE (1979)
 GZ0962
 GZ0962                         *CURRENT SURVEY CONTROL
 GZ0962  ___________________________________________________________________
 GZ0962* NAD 83(1986)-  37 16 52.     (N)    084 52 20.     (W)     SCALED    
 GZ0962* NAVD 88     -       277.057  (meters)     908.98   (feet)  ADJUSTED  
 GZ0962  ___________________________________________________________________
 GZ0962  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GZ0962  DYNAMIC HT  -         276.833 (meters)     908.24  (feet)  COMP
 GZ0962  MODELED GRAV-     979,817.3   (mgal)                       NAVD 88
 GZ0962
 GZ0962  VERT ORDER  -  SECOND    CLASS 0
 GZ0962
 GZ0962.The horizontal coordinates were scaled from a topographic map and have
 GZ0962.an estimated accuracy of +/- 6 seconds.
 GZ0962
 GZ0962.The orthometric height was determined by differential leveling
 GZ0962.and adjusted by the National Geodetic Survey in June 1991..
 GZ0962
 GZ0962.The geoid height was determined by GEOID03.
 GZ0962
 GZ0962.The dynamic height is computed by dividing the NAVD 88
 GZ0962.geopotential number by the normal gravity value computed on the
 GZ0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0962.degrees latitude (g = 980.6199 gals.).
 GZ0962
 GZ0962.The modeled gravity was interpolated from observed gravity values.
 GZ0962
 GZ0962;                    North         East    Units  Estimated Accuracy
 GZ0962;SPC KY1Z     - 1,105,550.    1,577,840.      MT  (+/- 180 meters Scaled)
 GZ0962
 GZ0962                          SUPERSEDED SURVEY CONTROL
 GZ0962
 GZ0962  NGVD 29 (??/??/92)  277.188  (m)          909.41   (f) ADJ UNCH    2 0
 GZ0962
 GZ0962.Superseded values are not recommended for survey control.
 GZ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0962.See file dsdata.txt to determine how the superseded data were derived.
 GZ0962
 GZ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG886281(NAD 83)
 GZ0962_MARKER: DB = BENCH MARK DISK
 GZ0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0962_SP_SET: CULVERT
 GZ0962_STAMPING: K 218 1951 909.480
 GZ0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0962
 GZ0962  HISTORY     - Date     Condition        Report By
 GZ0962  HISTORY     - 1951     MONUMENTED       CGS
 GZ0962  HISTORY     - 1958     GOOD             NGS
 GZ0962
 GZ0962                          STATION DESCRIPTION
 GZ0962
 GZ0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0962'1.8 MI NE FROM GILPIN.
 GZ0962'ABOUT 1.8 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST
 GZ0962'OFFICE AT GILPIN, ABOUT 0.75 MILE NORTHEAST OF TRACE FORK BAPTIST
 GZ0962'CHURCH AND CEMETERY, IN THE TOP OF THE SOUTH END OF THE EAST HEAD
 GZ0962'WALL OF A 6-FOOT CONCRETE BOX CULVERT, 135 FEET NORTH-NORTHEAST
 GZ0962'AND ACROSS ROAD FROM THE NORTHEAST CORNER OF A STORE BUILDING,
 GZ0962'13 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT 1 FOOT
 GZ0962'ABOVE THE ROAD.
 GZ0962
 GZ0962                          STATION RECOVERY (1958)
 GZ0962
 GZ0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1027 ***********************************************************************
 GZ1027  DESIGNATION -  K 219
 GZ1027  PID         -  GZ1027
 GZ1027  STATE/COUNTY-  KY/CASEY
 GZ1027  USGS QUAD   -  MINTONVILLE (1976)
 GZ1027
 GZ1027                         *CURRENT SURVEY CONTROL
 GZ1027  ___________________________________________________________________
 GZ1027* NAD 83(1986)-  37 14 29.     (N)    084 51 51.     (W)     SCALED    
 GZ1027* NAVD 88     -       267.831  (meters)     878.71   (feet)  ADJUSTED  
 GZ1027  ___________________________________________________________________
 GZ1027  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GZ1027  DYNAMIC HT  -         267.612 (meters)     877.99  (feet)  COMP
 GZ1027  MODELED GRAV-     979,807.2   (mgal)                       NAVD 88
 GZ1027
 GZ1027  VERT ORDER  -  SECOND    CLASS 0
 GZ1027
 GZ1027.The horizontal coordinates were scaled from a topographic map and have
 GZ1027.an estimated accuracy of +/- 6 seconds.
 GZ1027
 GZ1027.The orthometric height was determined by differential leveling
 GZ1027.and adjusted by the National Geodetic Survey in June 1991..
 GZ1027
 GZ1027.The geoid height was determined by GEOID03.
 GZ1027
 GZ1027.The dynamic height is computed by dividing the NAVD 88
 GZ1027.geopotential number by the normal gravity value computed on the
 GZ1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1027.degrees latitude (g = 980.6199 gals.).
 GZ1027
 GZ1027.The modeled gravity was interpolated from observed gravity values.
 GZ1027
 GZ1027;                    North         East    Units  Estimated Accuracy
 GZ1027;SPC KY1Z     - 1,101,150.    1,578,600.      MT  (+/- 180 meters Scaled)
 GZ1027
 GZ1027                          SUPERSEDED SURVEY CONTROL
 GZ1027
 GZ1027  NGVD 29 (??/??/92)  267.961  (m)          879.14   (f) ADJ UNCH    2 0
 GZ1027
 GZ1027.Superseded values are not recommended for survey control.
 GZ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1027.See file dsdata.txt to determine how the superseded data were derived.
 GZ1027
 GZ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG894237(NAD 83)
 GZ1027_MARKER: DB = BENCH MARK DISK
 GZ1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1027_STAMPING: K 219 1951 879.135
 GZ1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1027+STABILITY: SURFACE MOTION
 GZ1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1027+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 GZ1027
 GZ1027  HISTORY     - Date     Condition        Report By
 GZ1027  HISTORY     - 1951     MONUMENTED       CGS
 GZ1027  HISTORY     - 1958     GOOD             NGS
 GZ1027  HISTORY     - 20050503 GOOD             KYDT
 GZ1027
 GZ1027                          STATION DESCRIPTION
 GZ1027
 GZ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1027'2.5 MI SE FROM GILPIN.
 GZ1027'ABOUT 0.75 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ1027'OFFICE AT GILPIN, THENCE ABOUT 1.75 MILES EAST ALONG A DIRT
 GZ1027'ROAD LEADING TO ARGYLE, ABOUT 1.1 MILES WEST OF JONATHAN FORK
 GZ1027'SCHOOL BUILDING, AT THE FARM HOUSE OF FON ABEL, 84 FEET
 GZ1027'SOUTH AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF HOUSE,
 GZ1027'47 FEET SOUTHEAST AND ACROSS ROAD FROM A POWER POLE WITH A
 GZ1027'TRANSFORMER, 43 FEET NORTH OF THE NORTH FACE OF A BARN, 20 FEET
 GZ1027'SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A FENCE
 GZ1027'LINE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 GZ1027'FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1027'PROJECTING 3 INCHES.
 GZ1027
 GZ1027                          STATION RECOVERY (1958)
 GZ1027
 GZ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1027'RECOVERED IN GOOD CONDITION.
 GZ1027
 GZ1027                          STATION RECOVERY (2005)
 GZ1027
 GZ1027'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1027'MARK IS DIRECTLY SOUTH AND ACROSS ROAD FROM 24 INCH FORKED MAPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0073 ***********************************************************************
 GD0073  DESIGNATION -  K 22
 GD0073  PID         -  GD0073
 GD0073  STATE/COUNTY-  KY/TRIGG
 GD0073  USGS QUAD   -  FENTON (1986)
 GD0073
 GD0073                         *CURRENT SURVEY CONTROL
 GD0073  ___________________________________________________________________
 GD0073* NAD 83(1986)-  36 47 04.     (N)    088 02 18.     (W)     SCALED    
 GD0073* NAVD 88     -       154.208  (meters)     505.93   (feet)  ADJUSTED  
 GD0073  ___________________________________________________________________
 GD0073  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GD0073  DYNAMIC HT  -         154.086 (meters)     505.53  (feet)  COMP
 GD0073  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 GD0073
 GD0073  VERT ORDER  -  FIRST     CLASS II
 GD0073
 GD0073.The horizontal coordinates were scaled from a topographic map and have
 GD0073.an estimated accuracy of +/- 6 seconds.
 GD0073
 GD0073.The orthometric height was determined by differential leveling
 GD0073.and adjusted by the National Geodetic Survey in June 1991..
 GD0073
 GD0073.The geoid height was determined by GEOID03.
 GD0073
 GD0073.The dynamic height is computed by dividing the NAVD 88
 GD0073.geopotential number by the normal gravity value computed on the
 GD0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0073.degrees latitude (g = 980.6199 gals.).
 GD0073
 GD0073.The modeled gravity was interpolated from observed gravity values.
 GD0073
 GD0073;                    North         East    Units  Estimated Accuracy
 GD0073;SPC KY1Z     - 1,052,570.    1,295,740.      MT  (+/- 180 meters Scaled)
 GD0073
 GD0073                          SUPERSEDED SURVEY CONTROL
 GD0073
 GD0073  NGVD 29 (??/??/??)  154.272  (m)          506.14   (f) ADJUSTED    1 2
 GD0073
 GD0073.Superseded values are not recommended for survey control.
 GD0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0073.See file dsdata.txt to determine how the superseded data were derived.
 GD0073
 GD0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF073714(NAD 83)
 GD0073_MARKER: DB = BENCH MARK DISK
 GD0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0073_STAMPING: K 22 1934
 GD0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0073+STABILITY: SURFACE MOTION
 GD0073
 GD0073  HISTORY     - Date     Condition        Report By
 GD0073  HISTORY     - 1934     MONUMENTED       CGS
 GD0073  HISTORY     - 1948     GOOD             CGS
 GD0073  HISTORY     - 1972     GOOD             NGS
 GD0073
 GD0073                          STATION DESCRIPTION
 GD0073
 GD0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0073'1 MI W FROM GOLDEN POND.
 GD0073'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0073'AT GOLDEN POND, 0.75 MILE WEST OF THE SCHOOL AT GOLDEN POND, AT
 GD0073'A ROADSIDE TURNOUT AND PICNIC TABLE, ABOUT 100 YARDS NORTHEAST
 GD0073'OF THE NORTHEAST END OF A CUT AND THE BOTTOM OF A STEAP GRADE, 82
 GD0073'FEET NORTHEAST OF THE CENTER OF THE NORTH HEADWALL OF A 4 FOOT
 GD0073'CONCRETE BOX CULVERT, 36 FEET NORTHWEST OF THE CENTER LINE OF
 GD0073'THE HIGHWAY, 11 FEET NORTH EAST OF A SMALL TELEPHONE POLE, ABOUT
 GD0073'LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 GD0073'PROJECTING ABOUT 3 INCHES.  NOTE-- 1.0 MI W VIA HWY 68 FROM OLD
 GD0073'GOLDEN POND.
 GD0073
 GD0073                          STATION RECOVERY (1972)
 GD0073
 GD0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0712 ***********************************************************************
 GZ0712  DESIGNATION -  K 220
 GZ0712  PID         -  GZ0712
 GZ0712  STATE/COUNTY-  KY/PULASKI
 GZ0712  USGS QUAD   -  DELMER (1973)
 GZ0712
 GZ0712                         *CURRENT SURVEY CONTROL
 GZ0712  ___________________________________________________________________
 GZ0712* NAD 83(1986)-  37 04 06.     (N)    084 44 29.     (W)     SCALED    
 GZ0712* NAVD 88     -       329.825  (meters)    1082.10   (feet)  ADJUSTED  
 GZ0712  ___________________________________________________________________
 GZ0712  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GZ0712  DYNAMIC HT  -         329.559 (meters)    1081.23  (feet)  COMP
 GZ0712  MODELED GRAV-     979,814.4   (mgal)                       NAVD 88
 GZ0712
 GZ0712  VERT ORDER  -  FIRST     CLASS I
 GZ0712
 GZ0712.The horizontal coordinates were scaled from a topographic map and have
 GZ0712.an estimated accuracy of +/- 6 seconds.
 GZ0712
 GZ0712.The orthometric height was determined by differential leveling
 GZ0712.and adjusted by the National Geodetic Survey in June 1991..
 GZ0712
 GZ0712.The geoid height was determined by GEOID03.
 GZ0712
 GZ0712.The dynamic height is computed by dividing the NAVD 88
 GZ0712.geopotential number by the normal gravity value computed on the
 GZ0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0712.degrees latitude (g = 980.6199 gals.).
 GZ0712
 GZ0712.The modeled gravity was interpolated from observed gravity values.
 GZ0712
 GZ0712;                    North         East    Units  Estimated Accuracy
 GZ0712;SPC KY1Z     - 1,082,060.    1,589,700.      MT  (+/- 180 meters Scaled)
 GZ0712
 GZ0712                          SUPERSEDED SURVEY CONTROL
 GZ0712
 GZ0712  NGVD 29 (??/??/92)  329.968  (m)         1082.57   (f) ADJ UNCH    1 1
 GZ0712
 GZ0712.Superseded values are not recommended for survey control.
 GZ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0712.See file dsdata.txt to determine how the superseded data were derived.
 GZ0712
 GZ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG007048(NAD 83)
 GZ0712_MARKER: DB = BENCH MARK DISK
 GZ0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0712_STAMPING: K 220 1951 1082.570
 GZ0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0712+STABILITY: SURFACE MOTION
 GZ0712
 GZ0712  HISTORY     - Date     Condition        Report By
 GZ0712  HISTORY     - 1951     MONUMENTED       CGS
 GZ0712  HISTORY     - 1968     GOOD             NGS
 GZ0712  HISTORY     - 1983     GOOD             KYDT
 GZ0712
 GZ0712                          STATION DESCRIPTION
 GZ0712
 GZ0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ0712'0.4 MI SE FROM NANCY.
 GZ0712'ABOUT 0.45 MILE SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE
 GZ0712'POST OFFICE AT NANCY, 0.2 MILE WEST OF THE MILL SPRINGS NATIONAL
 GZ0712'CEMETERY, 134 FEET EAST OF THE CENTER OF THE JUNCTION OF THE
 GZ0712'HIGHWAY AND STATE HIGHWAY 235, 47 FEET SOUTH OF THE CENTERLINE
 GZ0712'OF THE HIGHWAY, 80 FEET EAST OF THE NORTHEAST CORNER OF A BRICK
 GZ0712'BUILDING, 5 1/2 FEET EAST OF TELEPHONE POLE NUMBER 265, FEET
 GZ0712'NORTHEAST OF A CORNER FENCE POST, 1 FOOT NORTH OF A FENCE, 0.9
 GZ0712'FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 GZ0712'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GZ0712'PROJECTS 1 INCH.
 GZ0712
 GZ0712                          STATION RECOVERY (1983)
 GZ0712
 GZ0712'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0133 ***********************************************************************
 GB0133  DESIGNATION -  K 221
 GB0133  PID         -  GB0133
 GB0133  STATE/COUNTY-  KY/WHITLEY
 GB0133  USGS QUAD   -  JELLICO EAST (1982)
 GB0133
 GB0133                         *CURRENT SURVEY CONTROL
 GB0133  ___________________________________________________________________
 GB0133* NAD 83(1986)-  36 36 04.     (N)    084 06 43.     (W)     SCALED    
 GB0133* NAVD 88     -       297.756  (meters)     976.89   (feet)  ADJUSTED  
 GB0133  ___________________________________________________________________
 GB0133  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 GB0133  DYNAMIC HT  -         297.500 (meters)     976.05  (feet)  COMP
 GB0133  MODELED GRAV-     979,761.7   (mgal)                       NAVD 88
 GB0133
 GB0133  VERT ORDER  -  SECOND    CLASS 0
 GB0133
 GB0133.The horizontal coordinates were scaled from a topographic map and have
 GB0133.an estimated accuracy of +/- 6 seconds.
 GB0133
 GB0133.The orthometric height was determined by differential leveling
 GB0133.and adjusted by the National Geodetic Survey in June 1991..
 GB0133
 GB0133.The geoid height was determined by GEOID03.
 GB0133
 GB0133.The dynamic height is computed by dividing the NAVD 88
 GB0133.geopotential number by the normal gravity value computed on the
 GB0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0133.degrees latitude (g = 980.6199 gals.).
 GB0133
 GB0133.The modeled gravity was interpolated from observed gravity values.
 GB0133
 GB0133;                    North         East    Units  Estimated Accuracy
 GB0133;SPC KY1Z     - 1,031,010.    1,646,580.      MT  (+/- 180 meters Scaled)
 GB0133
 GB0133                          SUPERSEDED SURVEY CONTROL
 GB0133
 GB0133  NGVD 29 (??/??/92)  297.904  (m)          977.37   (f) ADJ UNCH    2 0
 GB0133
 GB0133.Superseded values are not recommended for survey control.
 GB0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0133.See file dsdata.txt to determine how the superseded data were derived.
 GB0133
 GB0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF583545(NAD 83)
 GB0133_MARKER: DB = BENCH MARK DISK
 GB0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0133_STAMPING: K 221 1951 977.373
 GB0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0133+STABILITY: SURFACE MOTION
 GB0133
 GB0133  HISTORY     - Date     Condition        Report By
 GB0133  HISTORY     - 1951     MONUMENTED       CGS
 GB0133  HISTORY     - 1968     GOOD             NGS
 GB0133
 GB0133                          STATION DESCRIPTION
 GB0133
 GB0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0133'1 MI SW FROM LOT.
 GB0133'ABOUT 1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 471 FROM THE
 GB0133'OVERPASS OF THE LOUISVILLE AND NASHVILLE RAILROAD OVER THE
 GB0133'HIGHWAY AT LOT, ABOUT 0.35 MILE NORTHEAST OF A RAILROAD CROSSING,
 GB0133'ABOUT 0.85 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 25W,
 GB0133'SET AT A SMALL GULF SERVICE STATION AND STORE, 41 FEET NORTHWEST
 GB0133'OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTHEAST OF THE EAST
 GB0133'CORNER OF STORE, 4 1/2 FEET SOUTHWEST OF THE SOUTH CORNER OF A
 GB0133'GARAGE, 37 1/2 FEET NORTH OF A GULF SIGN POST, 2 FEET SOUTHEAST
 GB0133'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 GB0133'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GB0133
 GB0133                          STATION RECOVERY (1968)
 GB0133
 GB0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2207 ***********************************************************************
 GZ2207  DESIGNATION -  K 222
 GZ2207  PID         -  GZ2207
 GZ2207  STATE/COUNTY-  KY/GREEN
 GZ2207  USGS QUAD   -  MAGNOLIA (1961)
 GZ2207
 GZ2207                         *CURRENT SURVEY CONTROL
 GZ2207  ___________________________________________________________________
 GZ2207* NAD 83(1986)-  37 25 51.     (N)    085 38 32.     (W)     SCALED    
 GZ2207* NAVD 88     -       219.390  (meters)     719.78   (feet)  ADJUSTED  
 GZ2207  ___________________________________________________________________
 GZ2207  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GZ2207  DYNAMIC HT  -         219.219 (meters)     719.22  (feet)  COMP
 GZ2207  MODELED GRAV-     979,845.6   (mgal)                       NAVD 88
 GZ2207
 GZ2207  VERT ORDER  -  SECOND    CLASS 0
 GZ2207
 GZ2207.The horizontal coordinates were scaled from a topographic map and have
 GZ2207.an estimated accuracy of +/- 6 seconds.
 GZ2207
 GZ2207.The orthometric height was determined by differential leveling
 GZ2207.and adjusted by the National Geodetic Survey in June 1991..
 GZ2207
 GZ2207.The geoid height was determined by GEOID03.
 GZ2207
 GZ2207.The dynamic height is computed by dividing the NAVD 88
 GZ2207.geopotential number by the normal gravity value computed on the
 GZ2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2207.degrees latitude (g = 980.6199 gals.).
 GZ2207
 GZ2207.The modeled gravity was interpolated from observed gravity values.
 GZ2207
 GZ2207;                    North         East    Units  Estimated Accuracy
 GZ2207;SPC KY1Z     - 1,121,810.    1,509,540.      MT  (+/- 180 meters Scaled)
 GZ2207
 GZ2207                          SUPERSEDED SURVEY CONTROL
 GZ2207
 GZ2207  NGVD 29 (??/??/92)  219.512  (m)          720.18   (f) ADJ UNCH    2 0
 GZ2207
 GZ2207.Superseded values are not recommended for survey control.
 GZ2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2207.See file dsdata.txt to determine how the superseded data were derived.
 GZ2207
 GZ2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG201435(NAD 83)
 GZ2207_MARKER: DB = BENCH MARK DISK
 GZ2207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2207_SP_SET: CULVERT
 GZ2207_STAMPING: K 222 1951
 GZ2207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2207
 GZ2207  HISTORY     - Date     Condition        Report By
 GZ2207  HISTORY     - 1951     MONUMENTED       CGS
 GZ2207  HISTORY     - 1982     GOOD             KYDT
 GZ2207
 GZ2207                          STATION DESCRIPTION
 GZ2207
 GZ2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2207'0.4 MI NW FROM CREAL.
 GZ2207'ABOUT 0.35 MILE NORTHWEST ALONG STATE HIGHWAY 61 FROM THE
 GZ2207'POST OFFICE AT CREAL, AT THE JUNCTION OF A NARROW ROAD LEADING
 GZ2207'NORTHEAST AND SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 GZ2207'HEAD WALL OF A 9-FOOT CONCRETE BOX CULVERT, 12 FEET NORTHEAST OF
 GZ2207'THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTHWEST OF THE CENTER
 GZ2207'LINE OF ROAD NORTHEAST AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
 GZ2207
 GZ2207                          STATION RECOVERY (1982)
 GZ2207
 GZ2207'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1868 ***********************************************************************
 GZ1868  DESIGNATION -  K 223
 GZ1868  PID         -  GZ1868
 GZ1868  STATE/COUNTY-  KY/TAYLOR
 GZ1868  USGS QUAD   -  SALOMA (1961)
 GZ1868
 GZ1868                         *CURRENT SURVEY CONTROL
 GZ1868  ___________________________________________________________________
 GZ1868* NAD 83(1986)-  37 24 47.     (N)    085 29 44.     (W)     SCALED    
 GZ1868* NAVD 88     -       247.688  (meters)     812.62   (feet)  ADJUSTED  
 GZ1868  ___________________________________________________________________
 GZ1868  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GZ1868  DYNAMIC HT  -         247.494 (meters)     811.99  (feet)  COMP
 GZ1868  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 GZ1868
 GZ1868  VERT ORDER  -  SECOND    CLASS 0
 GZ1868
 GZ1868.The horizontal coordinates were scaled from a topographic map and have
 GZ1868.an estimated accuracy of +/- 6 seconds.
 GZ1868
 GZ1868.The orthometric height was determined by differential leveling
 GZ1868.and adjusted by the National Geodetic Survey in June 1991..
 GZ1868
 GZ1868.The geoid height was determined by GEOID03.
 GZ1868
 GZ1868.The dynamic height is computed by dividing the NAVD 88
 GZ1868.geopotential number by the normal gravity value computed on the
 GZ1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1868.degrees latitude (g = 980.6199 gals.).
 GZ1868
 GZ1868.The modeled gravity was interpolated from observed gravity values.
 GZ1868
 GZ1868;                    North         East    Units  Estimated Accuracy
 GZ1868;SPC KY1Z     - 1,119,860.    1,522,520.      MT  (+/- 180 meters Scaled)
 GZ1868
 GZ1868                          SUPERSEDED SURVEY CONTROL
 GZ1868
 GZ1868  NGVD 29 (??/??/92)  247.823  (m)          813.07   (f) ADJ UNCH    2 0
 GZ1868
 GZ1868.Superseded values are not recommended for survey control.
 GZ1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1868.See file dsdata.txt to determine how the superseded data were derived.
 GZ1868
 GZ1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG331417(NAD 83)
 GZ1868_MARKER: DB = BENCH MARK DISK
 GZ1868_SETTING: 0 = UNSPECIFIED SETTING
 GZ1868_STAMPING: K 223 1951
 GZ1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1868
 GZ1868  HISTORY     - Date     Condition        Report By
 GZ1868  HISTORY     - 1951     MONUMENTED       CGS
 GZ1868
 GZ1868                          STATION DESCRIPTION
 GZ1868
 GZ1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1868'1.4 MI NE FROM MAC.
 GZ1868'ABOUT 1.35 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST
 GZ1868'OFFICE AND CROSSROADS AT MAC, ABOUT 0.2 MILE NORTHEAST OF OAK HILL
 GZ1868'SCHOOL, AT THE JUNCTION OF STATE HIGHWAY 210, ABOUT 68 YARDS
 GZ1868'NORTHWEST ALONG HIGHWAY 210 FROM THE JUNCTION, SET IN THE TOP OF
 GZ1868'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A 10-FOOT
 GZ1868'BOX CULVERT, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GZ1868'1/2 FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND ABOUT
 GZ1868'6 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2613 ***********************************************************************
 GZ2613  DESIGNATION -  K 224 RESET 1982
 GZ2613  PID         -  GZ2613
 GZ2613  STATE/COUNTY-  KY/TAYLOR
 GZ2613  USGS QUAD   -  GREENSBURG (1987)
 GZ2613
 GZ2613                         *CURRENT SURVEY CONTROL
 GZ2613  ___________________________________________________________________
 GZ2613* NAD 83(1986)-  37 21 42.     (N)    085 28 04.     (W)     SCALED    
 GZ2613* NAVD 88     -       196.21   (meters)     643.7    (feet)  RESET     
 GZ2613  ___________________________________________________________________
 GZ2613  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GZ2613
 GZ2613  VERT ORDER  -  THIRD
 GZ2613
 GZ2613.The horizontal coordinates were scaled from a topographic map and have
 GZ2613.an estimated accuracy of +/- 6 seconds.
 GZ2613
 GZ2613.The orthometric height was computed from unverified reset data.
 GZ2613.No vertical observational check was made to the station.
 GZ2613
 GZ2613.The geoid height was determined by GEOID03.
 GZ2613
 GZ2613;                    North         East    Units  Estimated Accuracy
 GZ2613;SPC KY1Z     - 1,114,170.    1,525,000.      MT  (+/- 180 meters Scaled)
 GZ2613
 GZ2613                          SUPERSEDED SURVEY CONTROL
 GZ2613
 GZ2613  NGVD 29 (10/08/05)  196.35   (m)          644.2    (f) RESET       3  
 GZ2613
 GZ2613.Superseded values are not recommended for survey control.
 GZ2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2613.See file dsdata.txt to determine how the superseded data were derived.
 GZ2613
 GZ2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG356360(NAD 83)
 GZ2613_MARKER: DB = BENCH MARK DISK
 GZ2613_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ2613_SP_SET: WINGWALL
 GZ2613_STAMPING: K 224 RESET 1982
 GZ2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2613+STABILITY: SURFACE MOTION
 GZ2613
 GZ2613  HISTORY     - Date     Condition        Report By
 GZ2613  HISTORY     - 1982     MONUMENTED       NGS
 GZ2613
 GZ2613                          STATION DESCRIPTION
 GZ2613
 GZ2613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GZ2613'1.4 KM (0.9 MI) NW FROM BENGAL.
 GZ2613'1.4 KM (0.9 MI) NORTHWEST ALONG A PAVED ROAD FROM THE FRIENDSHIP
 GZ2613'BAPTIST CHURCH IN BENGAL, IN THE TOP OF THE NORTHWEST WINGWALL OF A
 GZ2613'CONCRETE BRIDGE OVER PITMAN CREEK, 0.3 METER (1.0 FOOT) SOUTH OF
 GZ2613'RAILING, AND 0.15 METER (6 INCHES) EAST OF THE WEST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2137 ***********************************************************************
 GZ2137  DESIGNATION -  K 226
 GZ2137  PID         -  GZ2137
 GZ2137  STATE/COUNTY-  KY/GREEN
 GZ2137  USGS QUAD   -  EXIE (1987)
 GZ2137
 GZ2137                         *CURRENT SURVEY CONTROL
 GZ2137  ___________________________________________________________________
 GZ2137* NAD 83(1986)-  37 13 18.     (N)    085 31 21.     (W)     SCALED    
 GZ2137* NAVD 88     -       224.419  (meters)     736.28   (feet)  ADJUSTED  
 GZ2137  ___________________________________________________________________
 GZ2137  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GZ2137  DYNAMIC HT  -         224.246 (meters)     735.71  (feet)  COMP
 GZ2137  MODELED GRAV-     979,853.6   (mgal)                       NAVD 88
 GZ2137
 GZ2137  VERT ORDER  -  SECOND    CLASS 0
 GZ2137
 GZ2137.The horizontal coordinates were scaled from a topographic map and have
 GZ2137.an estimated accuracy of +/- 6 seconds.
 GZ2137
 GZ2137.The orthometric height was determined by differential leveling
 GZ2137.and adjusted by the National Geodetic Survey in June 1991..
 GZ2137
 GZ2137.The geoid height was determined by GEOID03.
 GZ2137
 GZ2137.The dynamic height is computed by dividing the NAVD 88
 GZ2137.geopotential number by the normal gravity value computed on the
 GZ2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2137.degrees latitude (g = 980.6199 gals.).
 GZ2137
 GZ2137.The modeled gravity was interpolated from observed gravity values.
 GZ2137
 GZ2137;                    North         East    Units  Estimated Accuracy
 GZ2137;SPC KY1Z     - 1,098,620.    1,520,190.      MT  (+/- 180 meters Scaled)
 GZ2137
 GZ2137                          SUPERSEDED SURVEY CONTROL
 GZ2137
 GZ2137  NGVD 29 (??/??/92)  224.568  (m)          736.77   (f) ADJ UNCH    2 0
 GZ2137
 GZ2137.Superseded values are not recommended for survey control.
 GZ2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2137.See file dsdata.txt to determine how the superseded data were derived.
 GZ2137
 GZ2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG310204(NAD 83)
 GZ2137_MARKER: DB = BENCH MARK DISK
 GZ2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2137_STAMPING: K 226 1951
 GZ2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2137+STABILITY: SURFACE MOTION
 GZ2137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2137+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 GZ2137
 GZ2137  HISTORY     - Date     Condition        Report By
 GZ2137  HISTORY     - 1951     MONUMENTED       CGS
 GZ2137  HISTORY     - 20010425 GOOD             KYDT
 GZ2137
 GZ2137                          STATION DESCRIPTION
 GZ2137
 GZ2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2137'3.4 MI SW FROM GREENSBURG.
 GZ2137'ABOUT 3.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 68 FROM THE OLD
 GZ2137'COURT HOUSE AT GREENSBURG, ABOUT 0.8 MILE SOUTHWEST OF A BRIDGE
 GZ2137'OVER RUSSELL CREEK, AT THE JUNCTION OF A ROAD NORTHWEST, 33 FEET
 GZ2137'NORTHWEST OF THE CENTER LINE OF HIGHWAY AT CENTER OF JUNCTION OF A
 GZ2137'DRIVE SOUTHEAST TO A LOG HOUSE, 39 FEET SOUTHWEST OF THE CENTER
 GZ2137'LINE OF ROAD NORTHWEST, 20 FEET WEST OF THE SOUTHWEST END OF A
 GZ2137'14-INCH PIPE CULVERT UNDER ROAD NORTHWEST, 1 FOOT SOUTHEAST OF A
 GZ2137'FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ2137'2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ2137'PROJECTING 3 INCHES.
 GZ2137
 GZ2137                          STATION RECOVERY (2001)
 GZ2137
 GZ2137'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2137'THE DRIVE SOUTHEAST IS NAMED PHILLIPS LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3377 ***********************************************************************
 AB3377  DESIGNATION -  K 227 RESET
 AB3377  PID         -  AB3377
 AB3377  STATE/COUNTY-  KY/MARION
 AB3377  USGS QUAD   -  LEBANON WEST (1994)
 AB3377
 AB3377                         *CURRENT SURVEY CONTROL
 AB3377  ___________________________________________________________________
 AB3377* NAD 83(1986)-  37 34 39.     (N)    085 15 27.     (W)     SCALED    
 AB3377* NAVD 88     -       251.07   (meters)     823.7    (feet)  RESET     
 AB3377  ___________________________________________________________________
 AB3377  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AB3377
 AB3377  VERT ORDER  -  THIRD
 AB3377
 AB3377.The horizontal coordinates were scaled from a topographic map and have
 AB3377.an estimated accuracy of +/- 6 seconds.
 AB3377
 AB3377.The orthometric height was computed from unverified reset data.
 AB3377
 AB3377.The geoid height was determined by GEOID03.
 AB3377
 AB3377;                    North         East    Units  Estimated Accuracy
 AB3377;SPC KY1Z     - 1,138,200.    1,543,500.      MT  (+/- 180 meters Scaled)
 AB3377
 AB3377                          SUPERSEDED SURVEY CONTROL
 AB3377
 AB3377.No superseded survey control is available for this station.
 AB3377
 AB3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG538603(NAD 83)
 AB3377_MARKER: DV = VERTICAL CONTROL DISK
 AB3377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB3377_SP_SET: CULVERT HEADWALL
 AB3377_STAMPING: K 227 1951 1996
 AB3377_MARK LOGO: NGS   
 AB3377_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3377+STABILITY: SURFACE MOTION
 AB3377
 AB3377  HISTORY     - Date     Condition        Report By
 AB3377  HISTORY     - 1996     MONUMENTED       KYDT
 AB3377
 AB3377                          STATION DESCRIPTION
 AB3377
 AB3377'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 AB3377'0.5 MILE (0.8 KM) NORTH ALONG KY 55 FROM THE POST OFFICE IN LEBANON,
 AB3377'THENCE ABOUT 0.25 MILE (0.40 KM) NORTHWEST ALONG KY 429 (ST ROSE
 AB3377'AVE.), AT THE JUNCTION OF HILL STREET, SET IN THE TOP AND CENTER OF
 AB3377'THE NORTHEAST HEADWALL OF A 4 FOOT (1.2 M) CONCRETE BOX CULVERT, 11.5
 AB3377'FEET (3.5 M) NORTHEAST OF CENTERLINE OF HIGHWAY, ABOUT 0.5 FEET (15.2
 AB3377'CM) ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1984 ***********************************************************************
 GZ1984  DESIGNATION -  K 228
 GZ1984  PID         -  GZ1984
 GZ1984  STATE/COUNTY-  KY/GREEN
 GZ1984  USGS QUAD   -  SUMMERSVILLE (1961)
 GZ1984
 GZ1984                         *CURRENT SURVEY CONTROL
 GZ1984  ___________________________________________________________________
 GZ1984* NAD 83(1986)-  37 20 29.     (N)    085 37 10.     (W)     SCALED    
 GZ1984* NAVD 88     -       216.019  (meters)     708.72   (feet)  ADJUSTED  
 GZ1984  ___________________________________________________________________
 GZ1984  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GZ1984  DYNAMIC HT  -         215.853 (meters)     708.18  (feet)  COMP
 GZ1984  MODELED GRAV-     979,857.3   (mgal)                       NAVD 88
 GZ1984
 GZ1984  VERT ORDER  -  SECOND    CLASS 0
 GZ1984
 GZ1984.The horizontal coordinates were scaled from a topographic map and have
 GZ1984.an estimated accuracy of +/- 6 seconds.
 GZ1984
 GZ1984.The orthometric height was determined by differential leveling
 GZ1984.and adjusted by the National Geodetic Survey in June 1991..
 GZ1984
 GZ1984.The geoid height was determined by GEOID03.
 GZ1984
 GZ1984.The dynamic height is computed by dividing the NAVD 88
 GZ1984.geopotential number by the normal gravity value computed on the
 GZ1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1984.degrees latitude (g = 980.6199 gals.).
 GZ1984
 GZ1984.The modeled gravity was interpolated from observed gravity values.
 GZ1984
 GZ1984;                    North         East    Units  Estimated Accuracy
 GZ1984;SPC KY1Z     - 1,111,890.    1,511,570.      MT  (+/- 180 meters Scaled)
 GZ1984
 GZ1984                          SUPERSEDED SURVEY CONTROL
 GZ1984
 GZ1984  NGVD 29 (??/??/92)  216.156  (m)          709.17   (f) ADJ UNCH    2 0
 GZ1984
 GZ1984.Superseded values are not recommended for survey control.
 GZ1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1984.See file dsdata.txt to determine how the superseded data were derived.
 GZ1984
 GZ1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG222336(NAD 83)
 GZ1984_MARKER: DB = BENCH MARK DISK
 GZ1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1984_STAMPING: K 228 1951
 GZ1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1984+STABILITY: SURFACE MOTION
 GZ1984
 GZ1984  HISTORY     - Date     Condition        Report By
 GZ1984  HISTORY     - 1951     MONUMENTED       CGS
 GZ1984
 GZ1984                          STATION DESCRIPTION
 GZ1984
 GZ1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1984'4 MI W FROM ALLENDALE.
 GZ1984'ABOUT 0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE BAPTIST
 GZ1984'CHURCH AT ALLENDALE, THENCE ABOUT 3.0 MILES SOUTHWEST AND WEST
 GZ1984'ALONG A GRAVEL ROAD, ABOUT 0.85 MILE WEST OF A SCHOOL, ABOUT 0.4
 GZ1984'MILE NORTHEAST OF A CHURCH, ABOUT 0.45 MILE NORTHEAST OF A
 GZ1984'BRIDGE OVER BRUSH CREEK, ABOUT 25 YARDS EAST OF THE TOP OF A
 GZ1984'GRADE, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND
 GZ1984'NORTHEAST AND AT THE JUNCTION OF A PRIVATE ROAD NORTHWEST, 31
 GZ1984'FEET NORTH OF CENTER LINE OF ROAD AT CENTER OF JUNCTION, 11
 GZ1984'FEET NORTHEAST OF CENTER LINE OF PRIVATE ROAD, 56 FEET SOUTH OF
 GZ1984'A LONE 10-INCH CEDAR TREE, ABOUT LEVEL WITH ROAD AND SET IN THE
 GZ1984'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE
 GZ1984'REACHED FROM THE POST OFFICE AND ROAD JUNCTION AT HUDGINS BY
 GZ1984'GOING ABOUT 3.95 MILES EAST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2182 ***********************************************************************
 GZ2182  DESIGNATION -  K 229
 GZ2182  PID         -  GZ2182
 GZ2182  STATE/COUNTY-  KY/GREEN
 GZ2182  USGS QUAD   -  CENTER (1985)
 GZ2182
 GZ2182                         *CURRENT SURVEY CONTROL
 GZ2182  ___________________________________________________________________
 GZ2182* NAD 83(1986)-  37 10 07.     (N)    085 39 32.     (W)     SCALED    
 GZ2182* NAVD 88     -       222.994  (meters)     731.61   (feet)  ADJUSTED  
 GZ2182  ___________________________________________________________________
 GZ2182  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GZ2182  DYNAMIC HT  -         222.819 (meters)     731.03  (feet)  COMP
 GZ2182  MODELED GRAV-     979,843.4   (mgal)                       NAVD 88
 GZ2182
 GZ2182  VERT ORDER  -  SECOND    CLASS 0
 GZ2182
 GZ2182.The horizontal coordinates were scaled from a topographic map and have
 GZ2182.an estimated accuracy of +/- 6 seconds.
 GZ2182
 GZ2182.The orthometric height was determined by differential leveling
 GZ2182.and adjusted by the National Geodetic Survey in June 1991..
 GZ2182
 GZ2182.The geoid height was determined by GEOID03.
 GZ2182
 GZ2182.The dynamic height is computed by dividing the NAVD 88
 GZ2182.geopotential number by the normal gravity value computed on the
 GZ2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2182.degrees latitude (g = 980.6199 gals.).
 GZ2182
 GZ2182.The modeled gravity was interpolated from observed gravity values.
 GZ2182
 GZ2182;                    North         East    Units  Estimated Accuracy
 GZ2182;SPC KY1Z     - 1,092,710.    1,508,090.      MT  (+/- 180 meters Scaled)
 GZ2182
 GZ2182                          SUPERSEDED SURVEY CONTROL
 GZ2182
 GZ2182  NGVD 29 (??/??/92)  223.134  (m)          732.07   (f) ADJ UNCH    2 0
 GZ2182
 GZ2182.Superseded values are not recommended for survey control.
 GZ2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2182.See file dsdata.txt to determine how the superseded data were derived.
 GZ2182
 GZ2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG190144(NAD 83)
 GZ2182_MARKER: DB = BENCH MARK DISK
 GZ2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2182_STAMPING: K 229 1951
 GZ2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2182+STABILITY: SURFACE MOTION
 GZ2182
 GZ2182  HISTORY     - Date     Condition        Report By
 GZ2182  HISTORY     - 1951     MONUMENTED       CGS
 GZ2182  HISTORY     - 20010426 MARK NOT FOUND   KYDT
 GZ2182
 GZ2182                          STATION DESCRIPTION
 GZ2182
 GZ2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2182'0.6 MI NE FROM CRAILHOPE.
 GZ2182'ABOUT 0.65 MILE NORTHEAST ALONG STATE HIGHWAY 218 FROM THE
 GZ2182'POST OFFICE AT CRAILHOPE, ABOUT 0.95 MILE WEST OF THE NORTH
 GZ2182'END OF BRIDGE OVER LITTLE BARREN RIVER, ABOUT 0.45 MILE SOUTHWEST
 GZ2182'OF THE JUNCTION OF A GRAVEL ROAD NORTH, AT A SMALL GROCERY STORE,
 GZ2182'28 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 67 1/2 FEET SOUTHEAST
 GZ2182'AND ACROSS HIGHWAY FROM THE EAST CORNER OF STORE, 28 FEET NORTH
 GZ2182'OF THE NORTH CORNER OF A GARAGE, 1 FOOT NORTHWEST OF A FENCE
 GZ2182'CORNER, 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 GZ2182'CONCRETE POST PROJECTING 3 INCHES.
 GZ2182
 GZ2182                          STATION RECOVERY (2001)
 GZ2182
 GZ2182'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2182'LOCATION IS NOW LEVEL WITH ROAD, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0916 ***********************************************************************
 GZ0916  DESIGNATION -  K 230
 GZ0916  PID         -  GZ0916
 GZ0916  STATE/COUNTY-  KY/CASEY
 GZ0916  USGS QUAD   -  LIBERTY (1979)
 GZ0916
 GZ0916                         *CURRENT SURVEY CONTROL
 GZ0916  ___________________________________________________________________
 GZ0916* NAD 83(1986)-  37 18 53.     (N)    084 55 55.     (W)     SCALED    
 GZ0916* NAVD 88     -       243.944  (meters)     800.34   (feet)  ADJUSTED  
 GZ0916  ___________________________________________________________________
 GZ0916  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GZ0916  DYNAMIC HT  -         243.751 (meters)     799.71  (feet)  COMP
 GZ0916  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 GZ0916
 GZ0916  VERT ORDER  -  SECOND    CLASS 0
 GZ0916
 GZ0916.The horizontal coordinates were scaled from a topographic map and have
 GZ0916.an estimated accuracy of +/- 6 seconds.
 GZ0916
 GZ0916.The orthometric height was determined by differential leveling
 GZ0916.and adjusted by the National Geodetic Survey in June 1991..
 GZ0916
 GZ0916.The geoid height was determined by GEOID03.
 GZ0916
 GZ0916.The dynamic height is computed by dividing the NAVD 88
 GZ0916.geopotential number by the normal gravity value computed on the
 GZ0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0916.degrees latitude (g = 980.6199 gals.).
 GZ0916
 GZ0916.The modeled gravity was interpolated from observed gravity values.
 GZ0916
 GZ0916;                    North         East    Units  Estimated Accuracy
 GZ0916;SPC KY1Z     - 1,109,240.    1,572,510.      MT  (+/- 180 meters Scaled)
 GZ0916
 GZ0916                          SUPERSEDED SURVEY CONTROL
 GZ0916
 GZ0916  NGVD 29 (??/??/92)  244.087  (m)          800.81   (f) ADJ UNCH    2 0
 GZ0916
 GZ0916.Superseded values are not recommended for survey control.
 GZ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0916.See file dsdata.txt to determine how the superseded data were derived.
 GZ0916
 GZ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG832317(NAD 83)
 GZ0916_MARKER: DB = BENCH MARK DISK
 GZ0916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0916_SP_SET: CULVERT
 GZ0916_STAMPING: K 230 1951 800.809
 GZ0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0916
 GZ0916  HISTORY     - Date     Condition        Report By
 GZ0916  HISTORY     - 1951     MONUMENTED       CGS
 GZ0916  HISTORY     - 1958     POOR             NGS
 GZ0916  HISTORY     - 1989     GOOD             USPSQD
 GZ0916
 GZ0916                          STATION DESCRIPTION
 GZ0916
 GZ0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0916'AT LIBERTY.
 GZ0916'AT LIBERTY, ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 70 FROM THE
 GZ0916'COURT HOUSE, ABOUT 0.2 MILE EAST OF CASEY COUNTY HIGH SCHOOL,
 GZ0916'ABOUT 0.1 MILE WEST OF EAST CITY LIMITS, SET IN THE TOP OF THE
 GZ0916'WEST END OF THE SOUTH HEAD WALL OF A 12-FOOT CONCRETE CULVERT,
 GZ0916'16 FEET SOUTH OF THE CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH
 GZ0916'HIGHWAY.
 GZ0916
 GZ0916                          STATION RECOVERY (1958)
 GZ0916
 GZ0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0916'MARK RECOVERED IN POOR CONDITION.
 GZ0916
 GZ0916                          STATION RECOVERY (1989)
 GZ0916
 GZ0916'RECOVERY NOTE BY US POWER SQUADRON 1989 (CR)
 GZ0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1293 ***********************************************************************
 GB1293  DESIGNATION -  K 231
 GB1293  PID         -  GB1293
 GB1293  STATE/COUNTY-  KY/WAYNE
 GB1293  USGS QUAD   -  MILL SPRINGS (1978)
 GB1293
 GB1293                         *CURRENT SURVEY CONTROL
 GB1293  ___________________________________________________________________
 GB1293* NAD 83(1986)-  36 56 30.     (N)    084 47 11.     (W)     SCALED    
 GB1293* NAVD 88     -       230.918  (meters)     757.60   (feet)  ADJUSTED  
 GB1293  ___________________________________________________________________
 GB1293  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB1293  DYNAMIC HT  -         230.731 (meters)     756.99  (feet)  COMP
 GB1293  MODELED GRAV-     979,817.7   (mgal)                       NAVD 88
 GB1293
 GB1293  VERT ORDER  -  SECOND    CLASS 0
 GB1293
 GB1293.The horizontal coordinates were scaled from a topographic map and have
 GB1293.an estimated accuracy of +/- 6 seconds.
 GB1293
 GB1293.The orthometric height was determined by differential leveling
 GB1293.and adjusted by the National Geodetic Survey in June 1991..
 GB1293
 GB1293.The geoid height was determined by GEOID03.
 GB1293
 GB1293.The dynamic height is computed by dividing the NAVD 88
 GB1293.geopotential number by the normal gravity value computed on the
 GB1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1293.degrees latitude (g = 980.6199 gals.).
 GB1293
 GB1293.The modeled gravity was interpolated from observed gravity values.
 GB1293
 GB1293;                    North         East    Units  Estimated Accuracy
 GB1293;SPC KY1Z     - 1,067,960.    1,585,840.      MT  (+/- 180 meters Scaled)
 GB1293
 GB1293                          SUPERSEDED SURVEY CONTROL
 GB1293
 GB1293  NGVD 29 (??/??/92)  231.068  (m)          758.10   (f) ADJ UNCH    2 0
 GB1293
 GB1293.Superseded values are not recommended for survey control.
 GB1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1293.See file dsdata.txt to determine how the superseded data were derived.
 GB1293
 GB1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF971906(NAD 83)
 GB1293_MARKER: DB = BENCH MARK DISK
 GB1293_SETTING: 66 = SET IN ROCK OUTCROP
 GB1293_SP_SET: ROCK OUTCROP
 GB1293_STAMPING: K 231 1951 758.096
 GB1293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1293+STABILITY: POSITION/ELEVATION WELL
 GB1293
 GB1293  HISTORY     - Date     Condition        Report By
 GB1293  HISTORY     - 1951     MONUMENTED       CGS
 GB1293  HISTORY     - 1958     GOOD             NGS
 GB1293
 GB1293                          STATION DESCRIPTION
 GB1293
 GB1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1293'4.6 MI SW FROM TRIMBLE.
 GB1293'ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 235 FROM THE POST
 GB1293'OFFICE AT TRIMBLE, THENCE ABOUT 3.95 MILES SOUTHWEST AND SOUTH
 GB1293'ALONG A DIRT ROAD, ON THE RIGHT BANK OF CUMBERLAND RIVER, 238
 GB1293'FEET EAST OF CENTER OF ROAD AT POINT WHERE ROAD ENTERS BACKWATER
 GB1293'OF WOLF CREEK RESOVOIR, 46 FEET NORTHWEST OF THE CENTER LINE
 GB1293'OF ROAD, 94 FEET SOUTHWEST OF JUNCTION OF A ROAD NORTHWEST, 14
 GB1293'FEET NORTH OF A 9-INCH CEDAR TREE, SET IN THE TOP OF A FLAT
 GB1293'LIMESTONE OUTCROP AND ABOUT 4 FEET BELOW THE ROAD JUNCTION.
 GB1293
 GB1293                          STATION RECOVERY (1958)
 GB1293
 GB1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1236 ***********************************************************************
 GB1236  DESIGNATION -  K 232
 GB1236  PID         -  GB1236
 GB1236  STATE/COUNTY-  KY/PULASKI
 GB1236  USGS QUAD   -  BURNSIDE (1982)
 GB1236
 GB1236                         *CURRENT SURVEY CONTROL
 GB1236  ___________________________________________________________________
 GB1236* NAD 83(1986)-  36 58 04.     (N)    084 36 40.     (W)     SCALED    
 GB1236* NAVD 88     -       245.061  (meters)     804.00   (feet)  ADJUSTED  
 GB1236  ___________________________________________________________________
 GB1236  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB1236  DYNAMIC HT  -         244.872 (meters)     803.38  (feet)  COMP
 GB1236  MODELED GRAV-     979,851.6   (mgal)                       NAVD 88
 GB1236
 GB1236  VERT ORDER  -  SECOND    CLASS 0
 GB1236
 GB1236.The horizontal coordinates were scaled from a topographic map and have
 GB1236.an estimated accuracy of +/- 6 seconds.
 GB1236
 GB1236.The orthometric height was determined by differential leveling
 GB1236.and adjusted by the National Geodetic Survey in June 1991..
 GB1236
 GB1236.The geoid height was determined by GEOID03.
 GB1236
 GB1236.The dynamic height is computed by dividing the NAVD 88
 GB1236.geopotential number by the normal gravity value computed on the
 GB1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1236.degrees latitude (g = 980.6199 gals.).
 GB1236
 GB1236.The modeled gravity was interpolated from observed gravity values.
 GB1236
 GB1236;                    North         East    Units  Estimated Accuracy
 GB1236;SPC KY1Z     - 1,071,030.    1,601,420.      MT  (+/- 180 meters Scaled)
 GB1236
 GB1236                          SUPERSEDED SURVEY CONTROL
 GB1236
 GB1236  NGVD 29 (??/??/92)  245.232  (m)          804.57   (f) ADJ UNCH    2 0
 GB1236
 GB1236.Superseded values are not recommended for survey control.
 GB1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1236.See file dsdata.txt to determine how the superseded data were derived.
 GB1236
 GB1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF126939(NAD 83)
 GB1236_MARKER: DB = BENCH MARK DISK
 GB1236_SETTING: 66 = SET IN ROCK OUTCROP
 GB1236_SP_SET: ROCK OUTCROP
 GB1236_STAMPING: K 232 1951 804.565
 GB1236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1236+STABILITY: POSITION/ELEVATION WELL
 GB1236
 GB1236  HISTORY     - Date     Condition        Report By
 GB1236  HISTORY     - 1951     MONUMENTED       CGS
 GB1236  HISTORY     - 1965     MARK NOT FOUND   NGS
 GB1236
 GB1236                          STATION DESCRIPTION
 GB1236
 GB1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1236'1.7 MI S FROM BRONSTON.
 GB1236'ABOUT 0.25 MILE EAST ALONG A BLACK TOP ROAD FROM THE BAPTIST
 GB1236'CHURCH AT BRONSTON, THENCE ABOUT 1.45 MILES SOUTH ALONG A GRAVEL
 GB1236'ROAD, ABOUT 1.25 MILES NORTH OF THE POST OFFICE AT QUINTON, ABOUT
 GB1236'0.5 MILE NORTH OF QUINTON BAPTIST CHURCH, ABOUT 0.2 MILE SOUTH
 GB1236'OF THE JUNCTION OF A ROAD NORTHWEST, ABOUT 25 YARDS SOUTH OF THE
 GB1236'CENTER OF A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST,
 GB1236'SET IN THE TOP OF THE SOUTH END OF AN OUTCROP OF LIMESTONE ABOUT
 GB1236'10 BY 3 FEET, 18 FEET EAST OF CENTER LINE OF ROAD, 116 FEET
 GB1236'SOUTHEAST AND ACROSS ROAD FROM THE SOUTHEAST CORNER OF FRANK
 GB1236'GIBSON FARM HOUSE, 33 FEET SOUTHWEST OF POWER POLE NO. 1 C 37,
 GB1236'7 FEET WEST OF A FENCE LINE AND ABOUT 4 FEET ABOVE THE ROAD.
 GB1236
 GB1236                          STATION RECOVERY (1965)
 GB1236
 GB1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GB1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1246 ***********************************************************************
 GB1246  DESIGNATION -  K 233
 GB1246  PID         -  GB1246
 GB1246  STATE/COUNTY-  KY/WAYNE
 GB1246  USGS QUAD   -  COOPERSVILLE (1983)
 GB1246
 GB1246                         *CURRENT SURVEY CONTROL
 GB1246  ___________________________________________________________________
 GB1246* NAD 83(1986)-  36 51 52.     (N)    084 39 33.     (W)     SCALED    
 GB1246* NAVD 88     -       243.224  (meters)     797.98   (feet)  ADJUSTED  
 GB1246  ___________________________________________________________________
 GB1246  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GB1246  DYNAMIC HT  -         243.032 (meters)     797.35  (feet)  COMP
 GB1246  MODELED GRAV-     979,835.5   (mgal)                       NAVD 88
 GB1246
 GB1246  VERT ORDER  -  SECOND    CLASS 0
 GB1246
 GB1246.The horizontal coordinates were scaled from a topographic map and have
 GB1246.an estimated accuracy of +/- 6 seconds.
 GB1246
 GB1246.The orthometric height was determined by differential leveling
 GB1246.and adjusted by the National Geodetic Survey in June 1991..
 GB1246
 GB1246.The geoid height was determined by GEOID03.
 GB1246
 GB1246.The dynamic height is computed by dividing the NAVD 88
 GB1246.geopotential number by the normal gravity value computed on the
 GB1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1246.degrees latitude (g = 980.6199 gals.).
 GB1246
 GB1246.The modeled gravity was interpolated from observed gravity values.
 GB1246
 GB1246;                    North         East    Units  Estimated Accuracy
 GB1246;SPC KY1Z     - 1,059,520.    1,597,270.      MT  (+/- 180 meters Scaled)
 GB1246
 GB1246                          SUPERSEDED SURVEY CONTROL
 GB1246
 GB1246  NGVD 29 (??/??/92)  243.380  (m)          798.49   (f) ADJ UNCH    2 0
 GB1246
 GB1246.Superseded values are not recommended for survey control.
 GB1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1246.See file dsdata.txt to determine how the superseded data were derived.
 GB1246
 GB1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF086823(NAD 83)
 GB1246_MARKER: DB = BENCH MARK DISK
 GB1246_SETTING: 66 = SET IN ROCK OUTCROP
 GB1246_SP_SET: ROCK OUTCROP
 GB1246_STAMPING: K 233 1951 798.489
 GB1246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1246+STABILITY: POSITION/ELEVATION WELL
 GB1246
 GB1246  HISTORY     - Date     Condition        Report By
 GB1246  HISTORY     - 1951     MONUMENTED       CGS
 GB1246  HISTORY     - 1957     POOR             NGS
 GB1246
 GB1246                          STATION DESCRIPTION
 GB1246
 GB1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1246'AT DELTA.
 GB1246'AT DELTA, AT THE POST OFFICE AND ROAD JUNCTION, SET IN THE TOP
 GB1246'OF A FLAT OUTCROP OF LIMESTONE ABOUT 12 BY 6 FEET, 49 FEET
 GB1246'WEST OF THE CENTER LINE OF ROAD, 185 FEET NORTH OF THE
 GB1246'NORTHWEST CORNER OF STORE AND POST OFFICE, 164 FEET NORTH OF
 GB1246'THE JUNCTION OF A ROAD EAST, 13 FEET SOUTHEAST OF THE SOUTHWEST
 GB1246'CORNER OF A LOG BARN, 9 FEET SOUTH OF SOUTH FACE OF BARN AND
 GB1246'ABOUT 3 1/2 FEET ABOVE THE ROAD.
 GB1246
 GB1246                          STATION RECOVERY (1957)
 GB1246
 GB1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1246'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1187 ***********************************************************************
 GB1187  DESIGNATION -  K 234
 GB1187  PID         -  GB1187
 GB1187  STATE/COUNTY-  KY/WAYNE
 GB1187  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1187
 GB1187                         *CURRENT SURVEY CONTROL
 GB1187  ___________________________________________________________________
 GB1187* NAD 83(1986)-  36 39 46.     (N)    084 49 10.     (W)     SCALED    
 GB1187* NAVD 88     -       282.517  (meters)     926.89   (feet)  ADJUSTED  
 GB1187  ___________________________________________________________________
 GB1187  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GB1187  DYNAMIC HT  -         282.284 (meters)     926.13  (feet)  COMP
 GB1187  MODELED GRAV-     979,800.8   (mgal)                       NAVD 88
 GB1187
 GB1187  VERT ORDER  -  SECOND    CLASS 0
 GB1187
 GB1187.The horizontal coordinates were scaled from a topographic map and have
 GB1187.an estimated accuracy of +/- 6 seconds.
 GB1187
 GB1187.The orthometric height was determined by differential leveling
 GB1187.and adjusted by the National Geodetic Survey in June 1991..
 GB1187
 GB1187.The geoid height was determined by GEOID03.
 GB1187
 GB1187.The dynamic height is computed by dividing the NAVD 88
 GB1187.geopotential number by the normal gravity value computed on the
 GB1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1187.degrees latitude (g = 980.6199 gals.).
 GB1187
 GB1187.The modeled gravity was interpolated from observed gravity values.
 GB1187
 GB1187;                    North         East    Units  Estimated Accuracy
 GB1187;SPC KY1Z     - 1,036,980.    1,583,200.      MT  (+/- 180 meters Scaled)
 GB1187
 GB1187                          SUPERSEDED SURVEY CONTROL
 GB1187
 GB1187  NGVD 29 (??/??/92)  282.654  (m)          927.34   (f) ADJ UNCH    2 0
 GB1187
 GB1187.Superseded values are not recommended for survey control.
 GB1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1187.See file dsdata.txt to determine how the superseded data were derived.
 GB1187
 GB1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF948596(NAD 83)
 GB1187_MARKER: DB = BENCH MARK DISK
 GB1187_SETTING: 66 = SET IN ROCK OUTCROP
 GB1187_SP_SET: ROCK OUTCROP
 GB1187_STAMPING: K 234 1951 927.341
 GB1187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1187+STABILITY: POSITION/ELEVATION WELL
 GB1187
 GB1187  HISTORY     - Date     Condition        Report By
 GB1187  HISTORY     - 1951     MONUMENTED       CGS
 GB1187  HISTORY     - 1957     GOOD             NGS
 GB1187
 GB1187                          STATION DESCRIPTION
 GB1187
 GB1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB1187'0.4 MI NW FROM MT PISGAH.
 GB1187'0.45 MILE NORTHWEST ALONG GRAVEL ROAD FROM ROAD JUNCTION AND
 GB1187'CONCRETE BLOCK BUILDING AT MT. PISGAH (WAS POST OFFICE BUILDING)
 GB1187'AT 2-STORY FARM HOUSE, SET IN THE TOP OF A 2 BY 4 FOOT OUTCROP
 GB1187'OF LIMESTONE, IN GARDEN, 40 FEET WEST OF THE CENTER OF NEW ROAD,
 GB1187'98 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 12.5 FEET
 GB1187'NORTHEAST OF A 16-INCH WALNUT TREE, 19 FEET WEST OF FENCE
 GB1187'LINE, AND ABOUT 6 FEET BELOW THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1063 ***********************************************************************
 GB1063  DESIGNATION -  K 235
 GB1063  PID         -  GB1063
 GB1063  STATE/COUNTY-  KY/WAYNE
 GB1063  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1063
 GB1063                         *CURRENT SURVEY CONTROL
 GB1063  ___________________________________________________________________
 GB1063* NAD 83(1986)-  36 41 02.     (N)    084 45 16.     (W)     SCALED    
 GB1063* NAVD 88     -       272.735  (meters)     894.80   (feet)  ADJUSTED  
 GB1063  ___________________________________________________________________
 GB1063  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GB1063  DYNAMIC HT  -         272.515 (meters)     894.08  (feet)  COMP
 GB1063  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GB1063
 GB1063  VERT ORDER  -  SECOND    CLASS 0
 GB1063
 GB1063.The horizontal coordinates were scaled from a topographic map and have
 GB1063.an estimated accuracy of +/- 6 seconds.
 GB1063
 GB1063.The orthometric height was determined by differential leveling
 GB1063.and adjusted by the National Geodetic Survey in June 1991..
 GB1063
 GB1063.The geoid height was determined by GEOID03.
 GB1063
 GB1063.The dynamic height is computed by dividing the NAVD 88
 GB1063.geopotential number by the normal gravity value computed on the
 GB1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1063.degrees latitude (g = 980.6199 gals.).
 GB1063
 GB1063.The modeled gravity was interpolated from observed gravity values.
 GB1063
 GB1063;                    North         East    Units  Estimated Accuracy
 GB1063;SPC KY1Z     - 1,039,380.    1,588,990.      MT  (+/- 180 meters Scaled)
 GB1063
 GB1063                          SUPERSEDED SURVEY CONTROL
 GB1063
 GB1063  NGVD 29 (??/??/92)  272.878  (m)          895.27   (f) ADJ UNCH    2 0
 GB1063
 GB1063.Superseded values are not recommended for survey control.
 GB1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1063.See file dsdata.txt to determine how the superseded data were derived.
 GB1063
 GB1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF006621(NAD 83)
 GB1063_MARKER: DB = BENCH MARK DISK
 GB1063_SETTING: 66 = SET IN ROCK OUTCROP
 GB1063_SP_SET: ROCK OUTCROP
 GB1063_STAMPING: K 235 1951 895.267
 GB1063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1063+STABILITY: POSITION/ELEVATION WELL
 GB1063
 GB1063  HISTORY     - Date     Condition        Report By
 GB1063  HISTORY     - 1951     MONUMENTED       CGS
 GB1063  HISTORY     - 1957     GOOD             NGS
 GB1063
 GB1063                          STATION DESCRIPTION
 GB1063
 GB1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1063'AT PARMLEYSVILLE.
 GB1063'AT PARMLEYSVILLE, AT POST OFFICE AND AT DIM ROAD CROSSING, SET IN
 GB1063'THE TOP OF A FLAT OUTCROP OF LIMESTONE ABOUT 25 BY 14 FEET, 45
 GB1063'FEET SOUTHEAST OF CENTER LINE OF MAIN ROAD, 61 FEET SOUTHWEST AND
 GB1063'ACROSS DIM ROAD SOUTHEAST FROM WEST CORNER OF STORE AND POST
 GB1063'OFFICE, 51 FEET SOUTH OF CENTER OF CROSSROAD, 32 FEET SOUTHWEST OF
 GB1063'CENTER LINE OF ROAD SOUTHEAST, 31 FEET WEST-NORTHWEST OF A POWER
 GB1063'POLE WITH A TRANSFORMER AND ABOUT LEVEL WITH ROADS.
 GB1063
 GB1063                          STATION RECOVERY (1957)
 GB1063
 GB1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0885 ***********************************************************************
 GZ0885  DESIGNATION -  K 236 RESET
 GZ0885  PID         -  GZ0885
 GZ0885  STATE/COUNTY-  KY/CASEY
 GZ0885  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0885
 GZ0885                         *CURRENT SURVEY CONTROL
 GZ0885  ___________________________________________________________________
 GZ0885* NAD 83(1986)-  37 24 52.     (N)    084 51 15.     (W)     SCALED    
 GZ0885* NAVD 88     -       269.45   (meters)     884.0    (feet)  RESET     
 GZ0885  ___________________________________________________________________
 GZ0885  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GZ0885
 GZ0885  VERT ORDER  -  THIRD
 GZ0885
 GZ0885.The horizontal coordinates were scaled from a topographic map and have
 GZ0885.an estimated accuracy of +/- 6 seconds.
 GZ0885
 GZ0885.The orthometric height was computed from unverified reset data.
 GZ0885.No vertical observational check was made to the station.
 GZ0885
 GZ0885.The geoid height was determined by GEOID03.
 GZ0885
 GZ0885;                    North         East    Units  Estimated Accuracy
 GZ0885;SPC KY1Z     - 1,120,370.    1,579,300.      MT  (+/- 180 meters Scaled)
 GZ0885
 GZ0885                          SUPERSEDED SURVEY CONTROL
 GZ0885
 GZ0885  NGVD 29 (??/??/??)  269.59   (m)          884.5    (f) RESET       3  
 GZ0885
 GZ0885.Superseded values are not recommended for survey control.
 GZ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0885.See file dsdata.txt to determine how the superseded data were derived.
 GZ0885
 GZ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG898430(NAD 83)
 GZ0885_MARKER: DB = BENCH MARK DISK
 GZ0885_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0885_SP_SET: ROCK CLIFF
 GZ0885_STAMPING: K 236 RESET 1961
 GZ0885_MARK LOGO: CGS   
 GZ0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0885+STABILITY: POSITION/ELEVATION WELL
 GZ0885
 GZ0885  HISTORY     - Date     Condition        Report By
 GZ0885  HISTORY     - 1961     MONUMENTED       CGS
 GZ0885  HISTORY     - UNK      GOOD             CGS
 GZ0885  HISTORY     - 1962     GOOD             CGS
 GZ0885
 GZ0885                          STATION DESCRIPTION
 GZ0885
 GZ0885'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 GZ0885'RECOVERED IN GOOD CONDITION.
 GZ0885
 GZ0885                          STATION RECOVERY (1962)
 GZ0885
 GZ0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 GZ0885'AT KIDDS STORE.
 GZ0885'AT KIDDS STORE, AT THE JUNCTION OF STATE HIGHWAY 35 AND A BLACK
 GZ0885'TOP ROAD LEADING NORTHWEST, ABOUT 75 YARDS NORTHWEST ALONG BLACK
 GZ0885'TOP ROAD FROM JUNCTION OF HIGHWAY 35, ABOUT 100 YARDS NORTH AND
 GZ0885'ACROSS ROAD NORTHWEST FROM THE NORTH CORNER OF STORE AND POST
 GZ0885'OFFICE, AND SET IN FACE OF ROCK BLUFF ON EXISTING HIGHWAY KY.
 GZ0885'906, 180 FEET N 27 DEG 00 SEC W FROM ORIGINAL PLATE NO. K-236,
 GZ0885'OBVIOUS FROM EXISTING ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1674 ***********************************************************************
 GZ1674  DESIGNATION -  K 237
 GZ1674  PID         -  GZ1674
 GZ1674  STATE/COUNTY-  KY/ADAIR
 GZ1674  USGS QUAD   -  MANNSVILLE (1970)
 GZ1674
 GZ1674                         *CURRENT SURVEY CONTROL
 GZ1674  ___________________________________________________________________
 GZ1674* NAD 83(1986)-  37 15 39.     (N)    085 09 57.     (W)     SCALED    
 GZ1674* NAVD 88     -       224.297  (meters)     735.88   (feet)  ADJUSTED  
 GZ1674  ___________________________________________________________________
 GZ1674  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GZ1674  DYNAMIC HT  -         224.118 (meters)     735.29  (feet)  COMP
 GZ1674  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 GZ1674
 GZ1674  VERT ORDER  -  SECOND    CLASS 0
 GZ1674
 GZ1674.The horizontal coordinates were scaled from a topographic map and have
 GZ1674.an estimated accuracy of +/- 6 seconds.
 GZ1674
 GZ1674.The orthometric height was determined by differential leveling
 GZ1674.and adjusted by the National Geodetic Survey in June 1991..
 GZ1674
 GZ1674.The geoid height was determined by GEOID03.
 GZ1674
 GZ1674.The dynamic height is computed by dividing the NAVD 88
 GZ1674.geopotential number by the normal gravity value computed on the
 GZ1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1674.degrees latitude (g = 980.6199 gals.).
 GZ1674
 GZ1674.The modeled gravity was interpolated from observed gravity values.
 GZ1674
 GZ1674;                    North         East    Units  Estimated Accuracy
 GZ1674;SPC KY1Z     - 1,103,100.    1,551,820.      MT  (+/- 180 meters Scaled)
 GZ1674
 GZ1674                          SUPERSEDED SURVEY CONTROL
 GZ1674
 GZ1674  NGVD 29 (??/??/92)  224.440  (m)          736.35   (f) ADJ UNCH    2 0
 GZ1674
 GZ1674.Superseded values are not recommended for survey control.
 GZ1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1674.See file dsdata.txt to determine how the superseded data were derived.
 GZ1674
 GZ1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG626253(NAD 83)
 GZ1674_MARKER: DB = BENCH MARK DISK
 GZ1674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1674_SP_SET: CULVERT
 GZ1674_STAMPING: K 237 1951 736.350
 GZ1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1674
 GZ1674  HISTORY     - Date     Condition        Report By
 GZ1674  HISTORY     - 1951     MONUMENTED       CGS
 GZ1674  HISTORY     - 1958     GOOD             NGS
 GZ1674
 GZ1674                          STATION DESCRIPTION
 GZ1674
 GZ1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1674'2.2 MI NE FROM KNIFLEY.
 GZ1674'ABOUT 2.25 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST
 GZ1674'OFFICE AND INTERSECTION OF STATE HIGHWAY 76 AT KNIFLEY, ABOUT
 GZ1674'0.65 MILE SOUTHWEST OF THE ROAD JUNCTION AT CASEY CREEK, ABOUT
 GZ1674'0.3 MILE SOUTHWEST OF A CEMETERY, SET IN THE TOP OF THE
 GZ1674'NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 20-FOOT CONCRETE
 GZ1674'CULVERT WITH PARTITION, 12 1/2 FEET NORTHWEST OF THE CENTER
 GZ1674'LINE OF ROAD AND ABOUT LEVEL WITH ROAD.
 GZ1674
 GZ1674                          STATION RECOVERY (1958)
 GZ1674
 GZ1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1712 ***********************************************************************
 GZ1712  DESIGNATION -  K 238
 GZ1712  PID         -  GZ1712
 GZ1712  STATE/COUNTY-  KY/RUSSELL
 GZ1712  USGS QUAD   -  RUSSELL SPRINGS (1973)
 GZ1712
 GZ1712                         *CURRENT SURVEY CONTROL
 GZ1712  ___________________________________________________________________
 GZ1712* NAD 83(1986)-  37 06 36.     (N)    085 04 08.     (W)     SCALED    
 GZ1712* NAVD 88     -       311.781  (meters)    1022.90   (feet)  ADJUSTED  
 GZ1712  ___________________________________________________________________
 GZ1712  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GZ1712  DYNAMIC HT  -         311.527 (meters)    1022.07  (feet)  COMP
 GZ1712  MODELED GRAV-     979,809.4   (mgal)                       NAVD 88
 GZ1712
 GZ1712  VERT ORDER  -  SECOND    CLASS 0
 GZ1712
 GZ1712.The horizontal coordinates were scaled from a topographic map and have
 GZ1712.an estimated accuracy of +/- 6 seconds.
 GZ1712
 GZ1712.The orthometric height was determined by differential leveling
 GZ1712.and adjusted by the National Geodetic Survey in June 1991..
 GZ1712
 GZ1712.The geoid height was determined by GEOID03.
 GZ1712
 GZ1712.The dynamic height is computed by dividing the NAVD 88
 GZ1712.geopotential number by the normal gravity value computed on the
 GZ1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1712.degrees latitude (g = 980.6199 gals.).
 GZ1712
 GZ1712.The modeled gravity was interpolated from observed gravity values.
 GZ1712
 GZ1712;                    North         East    Units  Estimated Accuracy
 GZ1712;SPC KY1Z     - 1,086,420.    1,560,540.      MT  (+/- 180 meters Scaled)
 GZ1712
 GZ1712                          SUPERSEDED SURVEY CONTROL
 GZ1712
 GZ1712  NGVD 29 (??/??/92)  311.925  (m)         1023.37   (f) ADJ UNCH    2 0
 GZ1712
 GZ1712.Superseded values are not recommended for survey control.
 GZ1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1712.See file dsdata.txt to determine how the superseded data were derived.
 GZ1712
 GZ1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG715088(NAD 83)
 GZ1712_MARKER: DB = BENCH MARK DISK
 GZ1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1712_STAMPING: K 238 1951 1023.374
 GZ1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1712+STABILITY: SURFACE MOTION
 GZ1712
 GZ1712  HISTORY     - Date     Condition        Report By
 GZ1712  HISTORY     - 1951     MONUMENTED       CGS
 GZ1712  HISTORY     - 1958     GOOD             NGS
 GZ1712  HISTORY     - 19930701 MARK NOT FOUND   KYDT
 GZ1712
 GZ1712                          STATION DESCRIPTION
 GZ1712
 GZ1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1712'4.2 MI N FROM RUSSELL SPRINGS.
 GZ1712'ABOUT 0.65 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ1712'RUSSELL SPRINGS, THENCE ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY
 GZ1712'35, THENCE ABOUT 0.9 MILE WEST AND NORTHWEST ALONG A GRAVEL
 GZ1712'ROAD, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A NORTHEAST-SOUTHWEST
 GZ1712'GRAVEL ROAD, 34 FEET EAST OF THE CENTER LINE OF ROAD, 4 FEET
 GZ1712'WEST OF A FENCE LINE, 26 FEET NORTHWEST OF A 14-INCH APPLE TREE
 GZ1712'IN A FENCE LINE, 46 FEET NORTH OF THE CENTER OF A DRIVE TO A
 GZ1712'GARAGE, 140 FEET NORTH OF THE CENTER OF A WELL, 151 FEET NORTH
 GZ1712'OF THE NORTHWEST CORNER OF A 2-STORY FARM HOUSE, ABOUT LEVEL
 GZ1712'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1712'2 INCHES.
 GZ1712
 GZ1712                          STATION RECOVERY (1958)
 GZ1712
 GZ1712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1712'RECOVERED IN GOOD CONDITION.
 GZ1712
 GZ1712                          STATION RECOVERY (1993)
 GZ1712
 GZ1712'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1486 ***********************************************************************
 GB1486  DESIGNATION -  K 239
 GB1486  PID         -  GB1486
 GB1486  STATE/COUNTY-  KY/RUSSELL
 GB1486  USGS QUAD   -  JAMESTOWN (1978)
 GB1486
 GB1486                         *CURRENT SURVEY CONTROL
 GB1486  ___________________________________________________________________
 GB1486* NAD 83(1986)-  36 54 20.     (N)    085 05 38.     (W)     SCALED    
 GB1486* NAVD 88     -       303.469  (meters)     995.63   (feet)  ADJUSTED  
 GB1486  ___________________________________________________________________
 GB1486  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GB1486  DYNAMIC HT  -         303.215 (meters)     994.80  (feet)  COMP
 GB1486  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GB1486
 GB1486  VERT ORDER  -  SECOND    CLASS 0
 GB1486
 GB1486.The horizontal coordinates were scaled from a topographic map and have
 GB1486.an estimated accuracy of +/- 6 seconds.
 GB1486
 GB1486.The orthometric height was determined by differential leveling
 GB1486.and adjusted by the National Geodetic Survey in June 1991..
 GB1486
 GB1486.The geoid height was determined by GEOID03.
 GB1486
 GB1486.The dynamic height is computed by dividing the NAVD 88
 GB1486.geopotential number by the normal gravity value computed on the
 GB1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1486.degrees latitude (g = 980.6199 gals.).
 GB1486
 GB1486.The modeled gravity was interpolated from observed gravity values.
 GB1486
 GB1486;                    North         East    Units  Estimated Accuracy
 GB1486;SPC KY1Z     - 1,063,720.    1,558,480.      MT  (+/- 180 meters Scaled)
 GB1486
 GB1486                          SUPERSEDED SURVEY CONTROL
 GB1486
 GB1486  NGVD 29 (??/??/92)  303.608  (m)          996.09   (f) ADJ UNCH    2 0
 GB1486
 GB1486.Superseded values are not recommended for survey control.
 GB1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1486.See file dsdata.txt to determine how the superseded data were derived.
 GB1486
 GB1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF698860(NAD 83)
 GB1486_MARKER: DB = BENCH MARK DISK
 GB1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1486_STAMPING: K 239 1951 996.087
 GB1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1486+STABILITY: SURFACE MOTION
 GB1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1486+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1486
 GB1486  HISTORY     - Date     Condition        Report By
 GB1486  HISTORY     - 1951     MONUMENTED       CGS
 GB1486  HISTORY     - 1958     GOOD             NGS
 GB1486  HISTORY     - 20040309 GOOD             KYDT
 GB1486
 GB1486                          STATION DESCRIPTION
 GB1486
 GB1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1486'1.4 MI S FROM SEWELLTON.
 GB1486'ABOUT 1.35 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION
 GB1486'OF STATE HIGHWAY 55 AT SEWELLTON, ABOUT 2.15 MILES NORTHEAST OF
 GB1486'THE POST OFFICE AT ROWENA, ABOUT 0.3 MILE NORTH OF STORY GROCERY
 GB1486'STORE, ABOUT 0.75 MILE NORTH OF THE JUNCTION OF A BLACK TOP ROAD
 GB1486'SOUTH (OLD HIGHWAY 35), ABOUT 25 YARDS SOUTH OF A CURVE WITH
 GB1486'TANGENTS EXTENDING SOUTH AND NORTHWEST, 36 FEET WEST OF THE
 GB1486'CENTER LINE OF HIGHWAY, AT THE SOUTH END OF A CUT, ABOUT LEVEL
 GB1486'WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB1486'3 INCHES.
 GB1486
 GB1486                          STATION RECOVERY (1958)
 GB1486
 GB1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1486'RECOVERED IN GOOD CONDITION.
 GB1486
 GB1486                          STATION RECOVERY (2004)
 GB1486
 GB1486'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1486'MARK IS 22.4 FEET WEST OF A MAIL BOX POST, 19.5 FEET NORTHWEST OF
 GB1486'NORTH END 18 INCH NETAL PIPE CULVERT UNDER DRIVE WEST TO HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1437 ***********************************************************************
 GZ1437  DESIGNATION -  K 241
 GZ1437  PID         -  GZ1437
 GZ1437  STATE/COUNTY-  KY/RUSSELL
 GZ1437  USGS QUAD   -  RUSSELL SPRINGS (1973)
 GZ1437
 GZ1437                         *CURRENT SURVEY CONTROL
 GZ1437  ___________________________________________________________________
 GZ1437* NAD 83(1986)-  37 04 27.     (N)    085 01 40.     (W)     SCALED    
 GZ1437* NAVD 88     -       320.846  (meters)    1052.64   (feet)  ADJUSTED  
 GZ1437  ___________________________________________________________________
 GZ1437  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GZ1437  DYNAMIC HT  -         320.582 (meters)    1051.78  (feet)  COMP
 GZ1437  MODELED GRAV-     979,801.0   (mgal)                       NAVD 88
 GZ1437
 GZ1437  VERT ORDER  -  FIRST     CLASS I
 GZ1437
 GZ1437.The horizontal coordinates were scaled from a topographic map and have
 GZ1437.an estimated accuracy of +/- 6 seconds.
 GZ1437
 GZ1437.The orthometric height was determined by differential leveling
 GZ1437.and adjusted by the National Geodetic Survey in June 1991..
 GZ1437
 GZ1437.The geoid height was determined by GEOID03.
 GZ1437
 GZ1437.The dynamic height is computed by dividing the NAVD 88
 GZ1437.geopotential number by the normal gravity value computed on the
 GZ1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1437.degrees latitude (g = 980.6199 gals.).
 GZ1437
 GZ1437.The modeled gravity was interpolated from observed gravity values.
 GZ1437
 GZ1437;                    North         East    Units  Estimated Accuracy
 GZ1437;SPC KY1Z     - 1,082,470.    1,564,220.      MT  (+/- 180 meters Scaled)
 GZ1437
 GZ1437                          SUPERSEDED SURVEY CONTROL
 GZ1437
 GZ1437  NGVD 29 (??/??/92)  320.991  (m)         1053.12   (f) ADJ UNCH    1 1
 GZ1437
 GZ1437.Superseded values are not recommended for survey control.
 GZ1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1437.See file dsdata.txt to determine how the superseded data were derived.
 GZ1437
 GZ1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG753049(NAD 83)
 GZ1437_MARKER: DB = BENCH MARK DISK
 GZ1437_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ1437_SP_SET: CULVERT HEADWALL
 GZ1437_STAMPING: K 241 1951 1053.118
 GZ1437_MARK LOGO: CGS   
 GZ1437_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1437+STABILITY: SURFACE MOTION
 GZ1437
 GZ1437  HISTORY     - Date     Condition        Report By
 GZ1437  HISTORY     - 1951     MONUMENTED       CGS
 GZ1437  HISTORY     - 1968     GOOD             NGS
 GZ1437  HISTORY     - 19930701 GOOD             KYDT
 GZ1437
 GZ1437                          STATION DESCRIPTION
 GZ1437
 GZ1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1437'3.2 MI NE FROM RUSSELL SPRINGS.
 GZ1437'ABOUT 3.25 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM THE
 GZ1437'RUSSELL SPRINGS ELEMENTARY SCHOOL AT RUSSELL SPRINGS, OR ABOUT
 GZ1437'1.65 MILES NORTHWEST ALONG STATE HIGHWAY 76 FROM THE SALEM BAPTIST
 GZ1437'CHURCH AT SALEM, THENCE 1.55 MILES SOUTHWEST ALONG STATE HIGHWAY
 GZ1437'80, 90 YARDS SOUTHWEST OF THE FAIRVIEW BAPTIST CHURCH, 200 FEET
 GZ1437'SOUTHWEST OF THE CENTER OF AN INTERSECTION OF THE HIGHWAY AND
 GZ1437'STATE HIGHWAY 910, SET IN THE TOP OF THE NORTHEAST END OF THE
 GZ1437'SOUTHEAST CONCRETE HEADWALL OF A 3-FOOT BOX CULVERT UNDER THE
 GZ1437'HIGHWAY, 16 FEET SOUTHEAST AND ABOUT 1 FOOT BELOW THE LEVEL OF
 GZ1437'THE HIGHWAY.
 GZ1437
 GZ1437                          STATION RECOVERY (1993)
 GZ1437
 GZ1437'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1437'RECOVERED IN GOOD CONDITION.  NOTE--MARK MAY ALSO BE REACHED BY GOING
 GZ1437'ABOUT 2.55 MILES (4.10 KM) NORTHEAST ALONG KY HIGHWAY 80 FROM JUNCTION
 GZ1437'WITH US HIGHWAY 127 IN RUSSELL SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1436 ***********************************************************************
 GB1436  DESIGNATION -  K 242
 GB1436  PID         -  GB1436
 GB1436  STATE/COUNTY-  KY/ADAIR
 GB1436  USGS QUAD   -  AMANDAVILLE (1981)
 GB1436
 GB1436                         *CURRENT SURVEY CONTROL
 GB1436  ___________________________________________________________________
 GB1436* NAD 83(1986)-  36 56 50.     (N)    085 16 57.     (W)     SCALED    
 GB1436* NAVD 88     -       194.488  (meters)     638.08   (feet)  ADJUSTED  
 GB1436  ___________________________________________________________________
 GB1436  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GB1436  DYNAMIC HT  -         194.328 (meters)     637.56  (feet)  COMP
 GB1436  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 GB1436
 GB1436  VERT ORDER  -  SECOND    CLASS 0
 GB1436
 GB1436.The horizontal coordinates were scaled from a topographic map and have
 GB1436.an estimated accuracy of +/- 6 seconds.
 GB1436
 GB1436.The orthometric height was determined by differential leveling
 GB1436.and adjusted by the National Geodetic Survey in June 1991..
 GB1436
 GB1436.The geoid height was determined by GEOID03.
 GB1436
 GB1436.The dynamic height is computed by dividing the NAVD 88
 GB1436.geopotential number by the normal gravity value computed on the
 GB1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1436.degrees latitude (g = 980.6199 gals.).
 GB1436
 GB1436.The modeled gravity was interpolated from observed gravity values.
 GB1436
 GB1436;                    North         East    Units  Estimated Accuracy
 GB1436;SPC KY1Z     - 1,068,240.    1,541,640.      MT  (+/- 180 meters Scaled)
 GB1436
 GB1436                          SUPERSEDED SURVEY CONTROL
 GB1436
 GB1436  NGVD 29 (??/??/92)  194.633  (m)          638.56   (f) ADJ UNCH    2 0
 GB1436
 GB1436.Superseded values are not recommended for survey control.
 GB1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1436.See file dsdata.txt to determine how the superseded data were derived.
 GB1436
 GB1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF529903(NAD 83)
 GB1436_MARKER: DB = BENCH MARK DISK
 GB1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1436_STAMPING: K 242 1951 638.558
 GB1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1436+STABILITY: SURFACE MOTION
 GB1436
 GB1436  HISTORY     - Date     Condition        Report By
 GB1436  HISTORY     - 1951     MONUMENTED       CGS
 GB1436  HISTORY     - 1958     GOOD             NGS
 GB1436  HISTORY     - 20050914 MARK NOT FOUND   KYTC
 GB1436
 GB1436                          STATION DESCRIPTION
 GB1436
 GB1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1436'AT INROAD.
 GB1436'AT INROAD, AT REPUBLICAN SCHOOL, ABOUT 0.6 MILE SOUTH ALONG A
 GB1436'GRAVEL ROAD FROM THE JUNCTION OF ROAD EAST AND FORD ACROSS BURNS
 GB1436'CREEK, 125 FEET EAST OF THE CENTER LINE OF ROAD, 120 1/2 FEET
 GB1436'SOUTHWEST OF THE SOUTHWEST CORNER OF SCHOOL BUILDING, 97 FEET
 GB1436'SOUTHEAST OF A 40-INCH BEECH TREE, 61 FEET EAST OF A 20-INCH
 GB1436'SYCAMORE TREE, 3 FEET NORTH OF SCHOOL YARD FENCE, 136 FEET
 GB1436'SOUTHWEST OF SCHOOL WELL, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 GB1436'POST, ABOUT 5 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 GB1436'POST PROJECTING 3 INCHES.
 GB1436
 GB1436                          STATION RECOVERY (1958)
 GB1436
 GB1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1436'RECOVERED IN GOOD CONDITION.
 GB1436
 GB1436                          STATION RECOVERY (2005)
 GB1436
 GB1436'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1798 ***********************************************************************
 GZ1798  DESIGNATION -  K 243
 GZ1798  PID         -  GZ1798
 GZ1798  STATE/COUNTY-  KY/ADAIR
 GZ1798  USGS QUAD   -  GRADYVILLE (1973)
 GZ1798
 GZ1798                         *CURRENT SURVEY CONTROL
 GZ1798  ___________________________________________________________________
 GZ1798* NAD 83(1986)-  37 03 28.     (N)    085 29 27.     (W)     SCALED    
 GZ1798* NAVD 88     -       309.019  (meters)    1013.84   (feet)  ADJUSTED  
 GZ1798  ___________________________________________________________________
 GZ1798  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GZ1798  DYNAMIC HT  -         308.775 (meters)    1013.04  (feet)  COMP
 GZ1798  MODELED GRAV-     979,830.6   (mgal)                       NAVD 88
 GZ1798
 GZ1798  VERT ORDER  -  SECOND    CLASS 0
 GZ1798
 GZ1798.The horizontal coordinates were scaled from a topographic map and have
 GZ1798.an estimated accuracy of +/- 6 seconds.
 GZ1798
 GZ1798.The orthometric height was determined by differential leveling
 GZ1798.and adjusted by the National Geodetic Survey in June 1991..
 GZ1798
 GZ1798.The geoid height was determined by GEOID03.
 GZ1798
 GZ1798.The dynamic height is computed by dividing the NAVD 88
 GZ1798.geopotential number by the normal gravity value computed on the
 GZ1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1798.degrees latitude (g = 980.6199 gals.).
 GZ1798
 GZ1798.The modeled gravity was interpolated from observed gravity values.
 GZ1798
 GZ1798;                    North         East    Units  Estimated Accuracy
 GZ1798;SPC KY1Z     - 1,080,440.    1,523,050.      MT  (+/- 180 meters Scaled)
 GZ1798
 GZ1798                          SUPERSEDED SURVEY CONTROL
 GZ1798
 GZ1798  NGVD 29 (??/??/92)  309.166  (m)         1014.32   (f) ADJ UNCH    2 0
 GZ1798
 GZ1798.Superseded values are not recommended for survey control.
 GZ1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1798.See file dsdata.txt to determine how the superseded data were derived.
 GZ1798
 GZ1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG341023(NAD 83)
 GZ1798_MARKER: DB = BENCH MARK DISK
 GZ1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1798_STAMPING: K 243 1951
 GZ1798_MARK LOGO: CGS   
 GZ1798_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1798+STABILITY: SURFACE MOTION
 GZ1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1798+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 GZ1798
 GZ1798  HISTORY     - Date     Condition        Report By
 GZ1798  HISTORY     - 1951     MONUMENTED       CGS
 GZ1798  HISTORY     - 19931101 GOOD             KYDT
 GZ1798  HISTORY     - 20050824 GOOD             KYTC
 GZ1798
 GZ1798                          STATION DESCRIPTION
 GZ1798
 GZ1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1798'2.2 MI NW FROM WEED.
 GZ1798'ABOUT 2.15 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION
 GZ1798'OF STATE HIGHWAY 80 AT WEED, AT MARSH CHAPEL SCHOOL AT BASIL,
 GZ1798'ABOUT 0.55 MILE SOUTHEAST OF MARSH CHAPEL CHURCH AND CEMETERY,
 GZ1798'68 FEET NORTH OF THE CENTER LINE OF ROAD, 97 FEET WEST OF THE
 GZ1798'SOUTHWEST CORNER OF SCHOOL BUILDING, 1 FOOT EAST OF WEST SCHOOL
 GZ1798'YARD FENCE LINE, 6 FEET SOUTH OF AN 8-INCH HICKORY TREE IN FENCE
 GZ1798'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 GZ1798'WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GZ1798'INCHES.
 GZ1798
 GZ1798                          STATION RECOVERY (1993)
 GZ1798
 GZ1798'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1798'2.2 MILES (3.5 KM) NORTHWEST ALONG KY HIGHWAY 768 FROM THE JUNCTION OF
 GZ1798'KY HIGHWAY 80 IN WEED, ABOUT 0.55 MILE (0.89 KM) SOUTHEAST OF MORRIS
 GZ1798'CHAPEL CHURCH AND CEMETARY, 70 FEET (21.3 M) NORTH OF CENTERLINE OF
 GZ1798'HIGHWAY, 6 FEET (1.8 M) SOUTH OF A 12 INCH HICKORY TREE STUMP, 6 FEET
 GZ1798'(1.8 M) SOUTH OF FIBERGLASS WITNESS POST, ABOUT 3 FEET (0.9 M) ABOVE
 GZ1798'HIGHWAY IN CENTER OF GAP IN FENCE LINE AND SET IN THE TOP OF A
 GZ1798'CONCRETE POST PROJECTING 2 INCHES.
 GZ1798
 GZ1798                          STATION RECOVERY (2005)
 GZ1798
 GZ1798'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2057 ***********************************************************************
 GB2057  DESIGNATION -  K 244
 GB2057  PID         -  GB2057
 GB2057  STATE/COUNTY-  KY/METCALFE
 GB2057  USGS QUAD   -  EDMONTON (1982)
 GB2057
 GB2057                         *CURRENT SURVEY CONTROL
 GB2057  ___________________________________________________________________
 GB2057* NAD 83(1986)-  36 55 51.     (N)    085 32 19.     (W)     SCALED    
 GB2057* NAVD 88     -       310.838  (meters)    1019.81   (feet)  ADJUSTED  
 GB2057  ___________________________________________________________________
 GB2057  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GB2057  DYNAMIC HT  -         310.585 (meters)    1018.98  (feet)  COMP
 GB2057  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GB2057
 GB2057  VERT ORDER  -  SECOND    CLASS 0
 GB2057
 GB2057.The horizontal coordinates were scaled from a topographic map and have
 GB2057.an estimated accuracy of +/- 6 seconds.
 GB2057
 GB2057.The orthometric height was determined by differential leveling
 GB2057.and adjusted by the National Geodetic Survey in June 1991..
 GB2057
 GB2057.The geoid height was determined by GEOID03.
 GB2057
 GB2057.The dynamic height is computed by dividing the NAVD 88
 GB2057.geopotential number by the normal gravity value computed on the
 GB2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2057.degrees latitude (g = 980.6199 gals.).
 GB2057
 GB2057.The modeled gravity was interpolated from observed gravity values.
 GB2057
 GB2057;                    North         East    Units  Estimated Accuracy
 GB2057;SPC KY1Z     - 1,066,340.    1,518,830.      MT  (+/- 180 meters Scaled)
 GB2057
 GB2057                          SUPERSEDED SURVEY CONTROL
 GB2057
 GB2057  NGVD 29 (??/??/92)  310.978  (m)         1020.27   (f) ADJ UNCH    2 0
 GB2057
 GB2057.Superseded values are not recommended for survey control.
 GB2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2057.See file dsdata.txt to determine how the superseded data were derived.
 GB2057
 GB2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF301881(NAD 83)
 GB2057_MARKER: DB = BENCH MARK DISK
 GB2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2057_STAMPING: K 244 1951 1020.267
 GB2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2057+STABILITY: SURFACE MOTION
 GB2057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2057+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 GB2057
 GB2057  HISTORY     - Date     Condition        Report By
 GB2057  HISTORY     - 1951     MONUMENTED       CGS
 GB2057  HISTORY     - 1958     GOOD             NGS
 GB2057  HISTORY     - 20010412 GOOD             KYDT
 GB2057
 GB2057                          STATION DESCRIPTION
 GB2057
 GB2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2057'2.8 MI NW FROM SUBTLE.
 GB2057'ABOUT 2.85 MILES NORTHWEST ALONG STATE HIGHWAY 496 FROM THE
 GB2057'POST OFFICE AT SUBTLE, ABOUT 0.1 MILE SOUTHEAST OF A DIM CROSSROAD,
 GB2057'23 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 1 FOOT NORTHEAST
 GB2057'OF A FENCE LINE, 12 1/2 FEET NORTHWEST OF A FENCE CORNER, 72
 GB2057'FEET EAST OF A POWER POLE, 29 FEET WEST OF CENTER OF JUNCTION
 GB2057'OF A FIELD ROAD NORTHEAST, 2 FEET SOUTHEAST OF A WHITE WOODEN
 GB2057'WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF
 GB2057'A CONCRETE POST PROJECTING 3 INCHES.
 GB2057
 GB2057                          STATION RECOVERY (1958)
 GB2057
 GB2057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2057'RECOVERED IN GOOD CONDITION.
 GB2057
 GB2057                          STATION RECOVERY (2001)
 GB2057
 GB2057'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GB2057'MARK IS 9 FEET NORTHWEST OF A FENCE CORNER, POST IS CHIPPED BUT SOLID.
 GB2057' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2036 ***********************************************************************
 GB2036  DESIGNATION -  K 245
 GB2036  PID         -  GB2036
 GB2036  STATE/COUNTY-  KY/METCALFE
 GB2036  USGS QUAD   -  SUMMER SHADE (1974)
 GB2036
 GB2036                         *CURRENT SURVEY CONTROL
 GB2036  ___________________________________________________________________
 GB2036* NAD 83(1986)-  36 57 29.     (N)    085 42 11.     (W)     SCALED    
 GB2036* NAVD 88     -       293.094  (meters)     961.59   (feet)  ADJUSTED  
 GB2036  ___________________________________________________________________
 GB2036  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GB2036  DYNAMIC HT  -         292.854 (meters)     960.81  (feet)  COMP
 GB2036  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 GB2036
 GB2036  VERT ORDER  -  SECOND    CLASS 0
 GB2036
 GB2036.The horizontal coordinates were scaled from a topographic map and have
 GB2036.an estimated accuracy of +/- 6 seconds.
 GB2036
 GB2036.The orthometric height was determined by differential leveling
 GB2036.and adjusted by the National Geodetic Survey in June 1991..
 GB2036
 GB2036.The geoid height was determined by GEOID03.
 GB2036
 GB2036.The dynamic height is computed by dividing the NAVD 88
 GB2036.geopotential number by the normal gravity value computed on the
 GB2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2036.degrees latitude (g = 980.6199 gals.).
 GB2036
 GB2036.The modeled gravity was interpolated from observed gravity values.
 GB2036
 GB2036;                    North         East    Units  Estimated Accuracy
 GB2036;SPC KY1Z     - 1,069,340.    1,504,180.      MT  (+/- 180 meters Scaled)
 GB2036
 GB2036                          SUPERSEDED SURVEY CONTROL
 GB2036
 GB2036  NGVD 29 (??/??/92)  293.235  (m)          962.06   (f) ADJ UNCH    2 0
 GB2036
 GB2036.Superseded values are not recommended for survey control.
 GB2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2036.See file dsdata.txt to determine how the superseded data were derived.
 GB2036
 GB2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF154910(NAD 83)
 GB2036_MARKER: DB = BENCH MARK DISK
 GB2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2036_STAMPING: K 245 1951 962.055
 GB2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2036+STABILITY: SURFACE MOTION
 GB2036
 GB2036  HISTORY     - Date     Condition        Report By
 GB2036  HISTORY     - 1951     MONUMENTED       CGS
 GB2036  HISTORY     - 1958     GOOD             NGS
 GB2036
 GB2036                          STATION DESCRIPTION
 GB2036
 GB2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2036'1 MI S FROM RANDOLPH.
 GB2036'ABOUT 1.05 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB2036'AT RANDOLPH, ABOUT 90 YARDS NORTH OF A CURVE IN THE ROAD WITH
 GB2036'TANGENTS EXTENDING NORTH AND SOUTHEAST, ABOUT 105 YARDS SOUTH
 GB2036'OF THE TOP OF A GRADE, 18 FEET EAST OF CENTER LINE OF ROAD, 1
 GB2036'FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 GB2036'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 GB2036'POST PROJECTING 2 INCHES.
 GB2036
 GB2036                          STATION RECOVERY (1958)
 GB2036
 GB2036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1168 ***********************************************************************
 GB1168  DESIGNATION -  K 246
 GB1168  PID         -  GB1168
 GB1168  STATE/COUNTY-  KY/WAYNE
 GB1168  USGS QUAD   -  JABEZ (1978)
 GB1168
 GB1168                         *CURRENT SURVEY CONTROL
 GB1168  ___________________________________________________________________
 GB1168* NAD 83(1986)-  36 55 49.     (N)    084 55 38.     (W)     SCALED    
 GB1168* NAVD 88     -       306.401  (meters)    1005.25   (feet)  ADJUSTED  
 GB1168  ___________________________________________________________________
 GB1168  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GB1168  DYNAMIC HT  -         306.144 (meters)    1004.41  (feet)  COMP
 GB1168  MODELED GRAV-     979,786.4   (mgal)                       NAVD 88
 GB1168
 GB1168  VERT ORDER  -  SECOND    CLASS 0
 GB1168
 GB1168.The horizontal coordinates were scaled from a topographic map and have
 GB1168.an estimated accuracy of +/- 6 seconds.
 GB1168
 GB1168.The orthometric height was determined by differential leveling
 GB1168.and adjusted by the National Geodetic Survey in June 1991..
 GB1168
 GB1168.The geoid height was determined by GEOID03.
 GB1168
 GB1168.The dynamic height is computed by dividing the NAVD 88
 GB1168.geopotential number by the normal gravity value computed on the
 GB1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1168.degrees latitude (g = 980.6199 gals.).
 GB1168
 GB1168.The modeled gravity was interpolated from observed gravity values.
 GB1168
 GB1168;                    North         East    Units  Estimated Accuracy
 GB1168;SPC KY1Z     - 1,066,580.    1,573,310.      MT  (+/- 180 meters Scaled)
 GB1168
 GB1168                          SUPERSEDED SURVEY CONTROL
 GB1168
 GB1168  NGVD 29 (??/??/92)  306.535  (m)         1005.69   (f) ADJ UNCH    2 0
 GB1168
 GB1168.Superseded values are not recommended for survey control.
 GB1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1168.See file dsdata.txt to determine how the superseded data were derived.
 GB1168
 GB1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF846891(NAD 83)
 GB1168_MARKER: DB = BENCH MARK DISK
 GB1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1168_STAMPING: K 246 1951 1005.690
 GB1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1168+STABILITY: SURFACE MOTION
 GB1168
 GB1168  HISTORY     - Date     Condition        Report By
 GB1168  HISTORY     - 1951     MONUMENTED       CGS
 GB1168  HISTORY     - 1957     GOOD             NGS
 GB1168
 GB1168                          STATION DESCRIPTION
 GB1168
 GB1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1168'8.6 MI NW FROM MONTICELLO.
 GB1168'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 92 FROM THE
 GB1168'JUNCTION OF STATE HIGHWAY 90 AT MONTICELLO, THENCE ABOUT 5.95
 GB1168'MILES NORTH AND NORTHWEST ALONG A GRAVEL ROAD, ABOUT 0.45 MILE
 GB1168'NORTHEAST OF A CHURCH AND CEMETERY, AT JUNCTION OF A DIRT ROAD
 GB1168'NORTHWEST, 21 FEET SOUTHEAST OF CENTER LINE OF ROAD, 53 FEET
 GB1168'SOUTHEAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 10-INCH
 GB1168'POPLAR TREE, 40 FEET SOUTH OF CENTER OF JUNCTION, IN LINE WITH
 GB1168'A ROW OF POWER POLES, ABOUT 1 FOOT ABOVE ROAD AND SET IN THE
 GB1168'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE ROAD
 GB1168'JUNCTION IS NOW A BLACK-TOPPED ROAD LEADING NORTH WEST TO BOYS
 GB1168'CAMP EARL WALLACE.
 GB1168
 GB1168                          STATION RECOVERY (1957)
 GB1168
 GB1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1389 ***********************************************************************
 GB1389  DESIGNATION -  K 247
 GB1389  PID         -  GB1389
 GB1389  STATE/COUNTY-  KY/CLINTON
 GB1389  USGS QUAD   -  SAVAGE (1981)
 GB1389
 GB1389                         *CURRENT SURVEY CONTROL
 GB1389  ___________________________________________________________________
 GB1389* NAD 83(1986)-  36 40 28.     (N)    085 04 00.     (W)     SCALED    
 GB1389* NAVD 88     -       274.875  (meters)     901.82   (feet)  ADJUSTED  
 GB1389  ___________________________________________________________________
 GB1389  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GB1389  DYNAMIC HT  -         274.636 (meters)     901.03  (feet)  COMP
 GB1389  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 GB1389
 GB1389  VERT ORDER  -  SECOND    CLASS 0
 GB1389
 GB1389.The horizontal coordinates were scaled from a topographic map and have
 GB1389.an estimated accuracy of +/- 6 seconds.
 GB1389
 GB1389.The orthometric height was determined by differential leveling
 GB1389.and adjusted by the National Geodetic Survey in June 1991..
 GB1389
 GB1389.The geoid height was determined by GEOID03.
 GB1389
 GB1389.The dynamic height is computed by dividing the NAVD 88
 GB1389.geopotential number by the normal gravity value computed on the
 GB1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1389.degrees latitude (g = 980.6199 gals.).
 GB1389
 GB1389.The modeled gravity was interpolated from observed gravity values.
 GB1389
 GB1389;                    North         East    Units  Estimated Accuracy
 GB1389;SPC KY1Z     - 1,038,080.    1,561,090.      MT  (+/- 180 meters Scaled)
 GB1389
 GB1389                          SUPERSEDED SURVEY CONTROL
 GB1389
 GB1389  NGVD 29 (??/??/92)  275.002  (m)          902.24   (f) ADJ UNCH    2 0
 GB1389
 GB1389.Superseded values are not recommended for survey control.
 GB1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1389.See file dsdata.txt to determine how the superseded data were derived.
 GB1389
 GB1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF727605(NAD 83)
 GB1389_MARKER: DB = BENCH MARK DISK
 GB1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1389_STAMPING: K 247 1951 902.236
 GB1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1389+STABILITY: SURFACE MOTION
 GB1389
 GB1389  HISTORY     - Date     Condition        Report By
 GB1389  HISTORY     - 1951     MONUMENTED       CGS
 GB1389  HISTORY     - 1958     GOOD             NGS
 GB1389
 GB1389                          STATION DESCRIPTION
 GB1389
 GB1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1389'1.8 MI NW FROM ROLAN.
 GB1389'ABOUT 1.8 MILES NORTHWEST ALONG A GRAVEL ROAD FROM BEECH BOTTOM
 GB1389'BAPTIST CHURCH AT ROLAN, ABOUT 0.45 MILE SOUTH OF THE JUNCTION
 GB1389'OF A ROAD NORTHEAST TO SAVAGE, ABOUT 0.2 MILE NORTH OF THE
 GB1389'JUNCTION OF A GRAVEL ROAD SOUTHWEST, 25 FEET EAST OF CENTER LINE
 GB1389'OF ROAD, 190 FEET EAST-SOUTHEAST AND ACROSS ROAD FROM RESIDENCE
 GB1389'OF HUGO BYERS, 73 FEET SOUTHEAST AND ACROSS ROAD FROM A POWER
 GB1389'POLE WITH A TRANSFORMER, 14 FEET NORTH OF CENTER LINE OF A FARM
 GB1389'DRIVE EAST, 12 FEET EAST OF NORTH END OF 12-INCH PIPE CULVERT
 GB1389'UNDER FARM DRIVE, ABOUT 1 FOOT ABOVE ROAD AND SET IN THE TOP
 GB1389'OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1389
 GB1389                          STATION RECOVERY (1958)
 GB1389
 GB1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1506 ***********************************************************************
 GB1506  DESIGNATION -  K 248
 GB1506  PID         -  GB1506
 GB1506  STATE/COUNTY-  KY/CLINTON
 GB1506  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1506
 GB1506                         *CURRENT SURVEY CONTROL
 GB1506  ___________________________________________________________________
 GB1506* NAD 83(1986)-  36 47 11.     (N)    085 10 42.     (W)     SCALED    
 GB1506* NAVD 88     -       301.094  (meters)     987.84   (feet)  ADJUSTED  
 GB1506  ___________________________________________________________________
 GB1506  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GB1506  DYNAMIC HT  -         300.839 (meters)     987.00  (feet)  COMP
 GB1506  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 GB1506
 GB1506  VERT ORDER  -  SECOND    CLASS 0
 GB1506
 GB1506.The horizontal coordinates were scaled from a topographic map and have
 GB1506.an estimated accuracy of +/- 6 seconds.
 GB1506
 GB1506.The orthometric height was determined by differential leveling
 GB1506.and adjusted by the National Geodetic Survey in June 1991..
 GB1506
 GB1506.The geoid height was determined by GEOID03.
 GB1506
 GB1506.The dynamic height is computed by dividing the NAVD 88
 GB1506.geopotential number by the normal gravity value computed on the
 GB1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1506.degrees latitude (g = 980.6199 gals.).
 GB1506
 GB1506.The modeled gravity was interpolated from observed gravity values.
 GB1506
 GB1506;                    North         East    Units  Estimated Accuracy
 GB1506;SPC KY1Z     - 1,050,440.    1,551,030.      MT  (+/- 180 meters Scaled)
 GB1506
 GB1506                          SUPERSEDED SURVEY CONTROL
 GB1506
 GB1506  NGVD 29 (??/??/92)  301.226  (m)          988.27   (f) ADJ UNCH    2 0
 GB1506
 GB1506.Superseded values are not recommended for survey control.
 GB1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1506.See file dsdata.txt to determine how the superseded data were derived.
 GB1506
 GB1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF625727(NAD 83)
 GB1506_MARKER: DB = BENCH MARK DISK
 GB1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1506_STAMPING: K 248 1951 988.272
 GB1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1506+STABILITY: SURFACE MOTION
 GB1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1506+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1506
 GB1506  HISTORY     - Date     Condition        Report By
 GB1506  HISTORY     - 1951     MONUMENTED       CGS
 GB1506  HISTORY     - 1958     GOOD             NGS
 GB1506  HISTORY     - 20040309 GOOD             KYDT
 GB1506
 GB1506                          STATION DESCRIPTION
 GB1506
 GB1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1506'2 MI S FROM AARON.
 GB1506'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE POST
 GB1506'OFFICE AT AARON, AT THE JUNCTION OF STATE HIGHWAY 734, ABOUT 0.1
 GB1506'MILE WEST ALONG HIGHWAY 734 FROM CAVE SPRINGS BAPTIST CHURCH AND
 GB1506'CEMETERY, 34 FEET WEST OF CENTER LINE OF HIGHWAY FROM SOUTHWEST
 GB1506'CORNER OF L.B. BROWNS GROCERY STORE, 13 FEET NORTH OF A POWER
 GB1506'POLE, 3 FEET WEST OF POWER LINE, 1 1/2 FEET SOUTHEAST OF A WHITE
 GB1506'WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE HIGHWAY 55 AND SET IN
 GB1506'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GB1506
 GB1506                          STATION RECOVERY (1958)
 GB1506
 GB1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1506'RECOVERED IN GOOD CONDITION.
 GB1506
 GB1506                          STATION RECOVERY (2004)
 GB1506
 GB1506'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1506'MARK IS 9.6 FEET NORTH OF SOUTH KY RECC POLE 187605, 2 FEET EAST OF
 GB1506'CENTER OF A BUSH AND FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1538 ***********************************************************************
 GB1538  DESIGNATION -  K 249
 GB1538  PID         -  GB1538
 GB1538  STATE/COUNTY-  KY/CUMBERLAND
 GB1538  USGS QUAD   -  WATERVIEW (1982)
 GB1538
 GB1538                         *CURRENT SURVEY CONTROL
 GB1538  ___________________________________________________________________
 GB1538* NAD 83(1986)-  36 46 13.     (N)    085 22 45.     (W)     SCALED    
 GB1538* NAVD 88     -       191.285  (meters)     627.57   (feet)  ADJUSTED  
 GB1538  ___________________________________________________________________
 GB1538  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GB1538  DYNAMIC HT  -         191.129 (meters)     627.06  (feet)  COMP
 GB1538  MODELED GRAV-     979,814.0   (mgal)                       NAVD 88
 GB1538
 GB1538  VERT ORDER  -  SECOND    CLASS 0
 GB1538
 GB1538.The horizontal coordinates were scaled from a topographic map and have
 GB1538.an estimated accuracy of +/- 6 seconds.
 GB1538
 GB1538.The orthometric height was determined by differential leveling
 GB1538.and adjusted by the National Geodetic Survey in June 1991..
 GB1538
 GB1538.The geoid height was determined by GEOID03.
 GB1538
 GB1538.The dynamic height is computed by dividing the NAVD 88
 GB1538.geopotential number by the normal gravity value computed on the
 GB1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1538.degrees latitude (g = 980.6199 gals.).
 GB1538
 GB1538.The modeled gravity was interpolated from observed gravity values.
 GB1538
 GB1538;                    North         East    Units  Estimated Accuracy
 GB1538;SPC KY1Z     - 1,048,560.    1,533,110.      MT  (+/- 180 meters Scaled)
 GB1538
 GB1538                          SUPERSEDED SURVEY CONTROL
 GB1538
 GB1538  NGVD 29 (??/??/92)  191.424  (m)          628.03   (f) ADJ UNCH    2 0
 GB1538
 GB1538.Superseded values are not recommended for survey control.
 GB1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1538.See file dsdata.txt to determine how the superseded data were derived.
 GB1538
 GB1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF446706(NAD 83)
 GB1538_MARKER: DB = BENCH MARK DISK
 GB1538_SETTING: 66 = SET IN ROCK OUTCROP
 GB1538_SP_SET: ROCK LEDGE
 GB1538_STAMPING: K 249 1951
 GB1538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1538+STABILITY: POSITION/ELEVATION WELL
 GB1538
 GB1538  HISTORY     - Date     Condition        Report By
 GB1538  HISTORY     - 1951     MONUMENTED       CGS
 GB1538  HISTORY     - 1974     MARK NOT FOUND   NGS
 GB1538
 GB1538                          STATION DESCRIPTION
 GB1538
 GB1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1538'1.5 MI S FROM BURKESVILLE.
 GB1538'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE COURT HOUSE
 GB1538'AT BURKESVILLE, ABOUT 1.0 MILE SOUTH OF THE JUNCTION OF STATE
 GB1538'HIGHWAY 90 LEADING EAST, IN THE TOP OF AN OUTCROPPING LIMESTONE
 GB1538'LEDGE ABOUT 8 BY 1 FEET, 23 FEET WEST OF CENTER LINE OF HIGHWAY,
 GB1538'81 FEET SOUTH OF THE FIRST POWER POLE NORTH OF A POLE WITH A
 GB1538'TRANSFORMER, 24 FEET NORTH OF THE NORTH END OF THE WEST HEAD WALL
 GB1538'OF A 30-INCH PIPE CULVERT, 27 FEET NORTH-NORTHEAST OF THE EAST END
 GB1538'OF A 24-INCH PIPE CULVERT UNDER A DRIVE NORTH PARALLEL TO HIGHWAY,
 GB1538'18 FEET EAST OF CENTER LINE OF DRIVE AND ABOUT 1 1/2 FEET ABOVE
 GB1538'HIGHWAY.  NOTE-- A NEW AND WIDER ROAD HAS BEEN BUILT IN THE AREA.
 GB1538
 GB1538                          STATION RECOVERY (1974)
 GB1538
 GB1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GB1538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2641 ***********************************************************************
 GA2641  DESIGNATION -  K 25 RESET
 GA2641  PID         -  GA2641
 GA2641  STATE/COUNTY-  KY/BELL
 GA2641  USGS QUAD   -  FORK RIDGE (1959)
 GA2641
 GA2641                         *CURRENT SURVEY CONTROL
 GA2641  ___________________________________________________________________
 GA2641* NAD 83(1986)-  36 36 48.     (N)    083 47 36.     (W)     SCALED    
 GA2641* NAVD 88     -       416.449  (meters)    1366.30   (feet)  ADJUSTED  
 GA2641  ___________________________________________________________________
 GA2641  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GA2641  DYNAMIC HT  -         416.079 (meters)    1365.09  (feet)  COMP
 GA2641  MODELED GRAV-     979,731.4   (mgal)                       NAVD 88
 GA2641
 GA2641  VERT ORDER  -  SECOND    CLASS 0
 GA2641
 GA2641.The horizontal coordinates were scaled from a topographic map and have
 GA2641.an estimated accuracy of +/- 6 seconds.
 GA2641
 GA2641.The orthometric height was determined by differential leveling
 GA2641.and adjusted by the National Geodetic Survey in June 1991..
 GA2641
 GA2641.The geoid height was determined by GEOID03.
 GA2641
 GA2641.The dynamic height is computed by dividing the NAVD 88
 GA2641.geopotential number by the normal gravity value computed on the
 GA2641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2641.degrees latitude (g = 980.6199 gals.).
 GA2641
 GA2641.The modeled gravity was interpolated from observed gravity values.
 GA2641
 GA2641;                    North         East    Units  Estimated Accuracy
 GA2641;SPC KY1Z     - 1,032,910.    1,675,060.      MT  (+/- 180 meters Scaled)
 GA2641
 GA2641                          SUPERSEDED SURVEY CONTROL
 GA2641
 GA2641  NGVD 29 (??/??/92)  416.580  (m)         1366.73   (f) ADJ UNCH    2 0
 GA2641
 GA2641.Superseded values are not recommended for survey control.
 GA2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2641.See file dsdata.txt to determine how the superseded data were derived.
 GA2641
 GA2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA501556(NAD 83)
 GA2641_MARKER: DB = BENCH MARK DISK
 GA2641_SETTING: 66 = SET IN ROCK OUTCROP
 GA2641_SP_SET: ROCK OUTCROP
 GA2641_STAMPING: K 25 RESET 1951 1366.730
 GA2641_MARK LOGO: CGS   
 GA2641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2641+STABILITY: POSITION/ELEVATION WELL
 GA2641
 GA2641  HISTORY     - Date     Condition        Report By
 GA2641  HISTORY     - 1951     MONUMENTED       CGS
 GA2641  HISTORY     - 1957     POOR             NGS
 GA2641
 GA2641                          STATION DESCRIPTION
 GA2641
 GA2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2641'1.9 MI E FROM CAPITO.
 GA2641'1.9 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GA2641'THE POST OFFICE AT CAPITO, ABOUT 295 YARDS WEST OF MILE POST 222,
 GA2641'ABOUT 275 YARDS WEST OF THE CROSSING OF STATE HIGHWAY 74, AT THE
 GA2641'CROSSING OF A ROAD LEADING NORTH TO HIGNITE, 87 YARDS WEST OF THE
 GA2641'WEST END OF TRESTLE NO. 9, 78 FEET NORTH OF THE NORTH RAIL OF THE
 GA2641'MAIN TRACK, 126 FEET NORTH AND ACROSS THE TRACKS FROM THE CENTER
 GA2641'LINE OF HIGHWAY 74, 109 FEET NORTHWEST OF THE CENTER OF THE
 GA2641'CROSSING OF ROAD LEADING TO HIGNITE AND MAIN TRACK OF RAILROAD,
 GA2641'SET IN THE TOP OF THE NORTH END OF A 9-FOOT LONG RIDGE LIKE
 GA2641'OUTCROP OF ROCK AND PROJECTING ABOUT 3 FEET, 31 FEET NORTHEAST
 GA2641'OF THE CENTER LINE OF THE GRAVEL ROAD AND ABOUT 2 FEET ABOVE THE
 GA2641'TRACK.
 GA2641
 GA2641                          STATION RECOVERY (1957)
 GA2641
 GA2641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2641'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1523 ***********************************************************************
 GB1523  DESIGNATION -  K 250
 GB1523  PID         -  GB1523
 GB1523  STATE/COUNTY-  KY/CUMBERLAND
 GB1523  USGS QUAD   -  AMANDAVILLE (1981)
 GB1523
 GB1523                         *CURRENT SURVEY CONTROL
 GB1523  ___________________________________________________________________
 GB1523* NAD 83(1986)-  36 53 46.     (N)    085 16 53.     (W)     SCALED    
 GB1523* NAVD 88     -       207.623  (meters)     681.18   (feet)  ADJUSTED  
 GB1523  ___________________________________________________________________
 GB1523  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GB1523  DYNAMIC HT  -         207.452 (meters)     680.62  (feet)  COMP
 GB1523  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 GB1523
 GB1523  VERT ORDER  -  SECOND    CLASS 0
 GB1523
 GB1523.The horizontal coordinates were scaled from a topographic map and have
 GB1523.an estimated accuracy of +/- 6 seconds.
 GB1523
 GB1523.The orthometric height was determined by differential leveling
 GB1523.and adjusted by the National Geodetic Survey in June 1991..
 GB1523
 GB1523.The geoid height was determined by GEOID03.
 GB1523
 GB1523.The dynamic height is computed by dividing the NAVD 88
 GB1523.geopotential number by the normal gravity value computed on the
 GB1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1523.degrees latitude (g = 980.6199 gals.).
 GB1523
 GB1523.The modeled gravity was interpolated from observed gravity values.
 GB1523
 GB1523;                    North         East    Units  Estimated Accuracy
 GB1523;SPC KY1Z     - 1,062,570.    1,541,770.      MT  (+/- 180 meters Scaled)
 GB1523
 GB1523                          SUPERSEDED SURVEY CONTROL
 GB1523
 GB1523  NGVD 29 (??/??/92)  207.764  (m)          681.64   (f) ADJ UNCH    2 0
 GB1523
 GB1523.Superseded values are not recommended for survey control.
 GB1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1523.See file dsdata.txt to determine how the superseded data were derived.
 GB1523
 GB1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF531847(NAD 83)
 GB1523_MARKER: DB = BENCH MARK DISK
 GB1523_SETTING: 66 = SET IN ROCK OUTCROP
 GB1523_SP_SET: ROCK LEDGE
 GB1523_STAMPING: K 250 1951 681.639
 GB1523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1523+STABILITY: POSITION/ELEVATION WELL
 GB1523
 GB1523  HISTORY     - Date     Condition        Report By
 GB1523  HISTORY     - 1951     MONUMENTED       CGS
 GB1523  HISTORY     - 1958     GOOD             NGS
 GB1523
 GB1523                          STATION DESCRIPTION
 GB1523
 GB1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1523'2 MI E FROM AMANDAVILLE.
 GB1523'ABOUT 0.15 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1523'AT AMANDAVILLE, THENCE ABOUT 1.9 MILES NORTHEAST ALONG A DIM ROAD
 GB1523'FOLLOWING PUNCHEON CREEK, IN THE TOP OF AN OUTCROPPING LIMESTONE
 GB1523'LEDGE ABOUT 12 BY 6 FEET, 16 FEET NORTH OF CENTER LINE OF DIM ROAD,
 GB1523'127 FEET WEST OF CENTER OF ROAD AT CROSSING OF A WASH, 67 FEET
 GB1523'SOUTH OF CENTER OF A STEEL TOWER POWER-TRANSMISSION LINE, 25 YARDS
 GB1523'NORTH AND ACROSS ROAD FROM AN OLD SAW MILL SITE AND ABOUT 3 FEET
 GB1523'ABOVE ROAD.
 GB1523
 GB1523                          STATION RECOVERY (1958)
 GB1523
 GB1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1998 ***********************************************************************
 GB1998  DESIGNATION -  K 251
 GB1998  PID         -  GB1998
 GB1998  STATE/COUNTY-  KY/CUMBERLAND
 GB1998  USGS QUAD   -  DUBRE (1953)
 GB1998
 GB1998                         *CURRENT SURVEY CONTROL
 GB1998  ___________________________________________________________________
 GB1998* NAD 83(1986)-  36 50 17.     (N)    085 31 12.     (W)     SCALED    
 GB1998* NAVD 88     -       187.523  (meters)     615.23   (feet)  ADJUSTED  
 GB1998  ___________________________________________________________________
 GB1998  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GB1998  DYNAMIC HT  -         187.372 (meters)     614.74  (feet)  COMP
 GB1998  MODELED GRAV-     979,823.6   (mgal)                       NAVD 88
 GB1998
 GB1998  VERT ORDER  -  SECOND    CLASS 0
 GB1998
 GB1998.The horizontal coordinates were scaled from a topographic map and have
 GB1998.an estimated accuracy of +/- 6 seconds.
 GB1998
 GB1998.The orthometric height was determined by differential leveling
 GB1998.and adjusted by the National Geodetic Survey in June 1991..
 GB1998
 GB1998.The geoid height was determined by GEOID03.
 GB1998
 GB1998.The dynamic height is computed by dividing the NAVD 88
 GB1998.geopotential number by the normal gravity value computed on the
 GB1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1998.degrees latitude (g = 980.6199 gals.).
 GB1998
 GB1998.The modeled gravity was interpolated from observed gravity values.
 GB1998
 GB1998;                    North         East    Units  Estimated Accuracy
 GB1998;SPC KY1Z     - 1,056,040.    1,520,520.      MT  (+/- 180 meters Scaled)
 GB1998
 GB1998                          SUPERSEDED SURVEY CONTROL
 GB1998
 GB1998  NGVD 29 (??/??/92)  187.666  (m)          615.70   (f) ADJ UNCH    2 0
 GB1998
 GB1998.Superseded values are not recommended for survey control.
 GB1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1998.See file dsdata.txt to determine how the superseded data were derived.
 GB1998
 GB1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF319779(NAD 83)
 GB1998_MARKER: DB = BENCH MARK DISK
 GB1998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1998_SP_SET: CULVERT
 GB1998_STAMPING: K 251 1951 615.701
 GB1998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1998
 GB1998  HISTORY     - Date     Condition        Report By
 GB1998  HISTORY     - 1951     MONUMENTED       CGS
 GB1998  HISTORY     - 1958     GOOD             NGS
 GB1998
 GB1998                          STATION DESCRIPTION
 GB1998
 GB1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1998'1.4 MI W FROM MARROWBONE.
 GB1998'ABOUT 1.35 MILES WEST ALONG STATE HIGHWAY 90 FROM THE SCHOOL AT
 GB1998'MARROWBONE, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD
 GB1998'WALL OF A 6-FOOT CONCRETE CULVERT, 15 FEET NORTHEAST OF CENTER
 GB1998'LINE OF HIGHWAY AND ABOUT 3 1/2 FEET BELOW HIGHWAY.
 GB1998
 GB1998                          STATION RECOVERY (1958)
 GB1998
 GB1998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1403 ***********************************************************************
 GB1403  DESIGNATION -  K 252
 GB1403  PID         -  GB1403
 GB1403  STATE/COUNTY-  KY/METCALFE
 GB1403  USGS QUAD   -  BREEDING (1983)
 GB1403
 GB1403                         *CURRENT SURVEY CONTROL
 GB1403  ___________________________________________________________________
 GB1403* NAD 83(1986)-  36 52 53.     (N)    085 29 48.     (W)     SCALED    
 GB1403* NAVD 88     -       215.940  (meters)     708.46   (feet)  ADJUSTED  
 GB1403  ___________________________________________________________________
 GB1403  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GB1403  DYNAMIC HT  -         215.765 (meters)     707.89  (feet)  COMP
 GB1403  MODELED GRAV-     979,815.3   (mgal)                       NAVD 88
 GB1403
 GB1403  VERT ORDER  -  SECOND    CLASS 0
 GB1403
 GB1403.The horizontal coordinates were scaled from a topographic map and have
 GB1403.an estimated accuracy of +/- 6 seconds.
 GB1403
 GB1403.The orthometric height was determined by differential leveling
 GB1403.and adjusted by the National Geodetic Survey in June 1991..
 GB1403
 GB1403.The geoid height was determined by GEOID03.
 GB1403
 GB1403.The dynamic height is computed by dividing the NAVD 88
 GB1403.geopotential number by the normal gravity value computed on the
 GB1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1403.degrees latitude (g = 980.6199 gals.).
 GB1403
 GB1403.The modeled gravity was interpolated from observed gravity values.
 GB1403
 GB1403;                    North         East    Units  Estimated Accuracy
 GB1403;SPC KY1Z     - 1,060,860.    1,522,590.      MT  (+/- 180 meters Scaled)
 GB1403
 GB1403                          SUPERSEDED SURVEY CONTROL
 GB1403
 GB1403  NGVD 29 (??/??/92)  216.082  (m)          708.93   (f) ADJ UNCH    2 0
 GB1403
 GB1403.Superseded values are not recommended for survey control.
 GB1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1403.See file dsdata.txt to determine how the superseded data were derived.
 GB1403
 GB1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF339827(NAD 83)
 GB1403_MARKER: DB = BENCH MARK DISK
 GB1403_SETTING: 66 = SET IN ROCK OUTCROP
 GB1403_SP_SET: ROCK LEDGE
 GB1403_STAMPING: K 252 1951 708.929
 GB1403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1403+STABILITY: POSITION/ELEVATION WELL
 GB1403
 GB1403  HISTORY     - Date     Condition        Report By
 GB1403  HISTORY     - 1951     MONUMENTED       CGS
 GB1403  HISTORY     - 1958     GOOD             NGS
 GB1403
 GB1403                          STATION DESCRIPTION
 GB1403
 GB1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1403'2.4 MI S FROM SUBTLE.
 GB1403'ABOUT 0.2 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE
 GB1403'AT SUBTLE, THENCE ABOUT 2.15 MILES SOUTH ALONG A DIM MOUNTAIN
 GB1403'ROAD, ABOUT 0.35 MILE NORTH OF THE METCALFE-CUMBERLAND COUNTY LINE,
 GB1403'ABOUT 0.4 MILE NORTH OF CROSSING OF A STEEL TOWER POWER TRANSMISSION
 GB1403'LINE, SET VERTICALLY IN THE FACE OF A LIMESTONE LEDGE, 8 FEET
 GB1403'NORTHEAST OF CENTER LINE OF ROAD, 151 FEET NORTH-NORTHWEST AND ACROSS
 GB1403'ROAD FROM THE NORTH CORNER OF MRS. L. LOYDS FARM HOUSE, 24 FEET
 GB1403'NORTHEAST AND ACROSS ROAD FROM AN 8-INCH CEDAR TREE IN A FENCE LINE,
 GB1403'3 1/2 FEET ABOVE THE ROAD.  NOTE-- A SECTION OF NEW ROAD HAS BEEN
 GB1403'CONSTRUCTED AT THIS LOCATION AND THE MARK IS 55 FEET NORTHEAST OF
 GB1403'THE CENTER OF ROAD, 36 FEET NORTHEAST OF A FENCE LINE, AND ABOUT
 GB1403'18 FEET ABOVE THE LEVEL OF THE NEW ROAD.
 GB1403
 GB1403                          STATION RECOVERY (1958)
 GB1403
 GB1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1558 ***********************************************************************
 GB1558  DESIGNATION -  K 253 RESET 1974
 GB1558  PID         -  GB1558
 GB1558  STATE/COUNTY-  KY/CUMBERLAND
 GB1558  USGS QUAD   -  BLACKS FERRY (1982)
 GB1558
 GB1558                         *CURRENT SURVEY CONTROL
 GB1558  ___________________________________________________________________
 GB1558* NAD 83(1986)-  36 37 58.     (N)    085 23 41.     (W)     SCALED    
 GB1558* NAVD 88     -       310.17   (+/-2cm)    1017.6    (feet)  VERTCON   
 GB1558  ___________________________________________________________________
 GB1558  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GB1558
 GB1558  VERT ORDER  -  THIRD (See Below)
 GB1558
 GB1558.The horizontal coordinates were scaled from a topographic map and have
 GB1558.an estimated accuracy of +/- 6 seconds.
 GB1558
 GB1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB1558.The vertical order pertains to the NGVD 29 superseded value.
 GB1558
 GB1558.The geoid height was determined by GEOID03.
 GB1558
 GB1558;                    North         East    Units  Estimated Accuracy
 GB1558;SPC KY1Z     - 1,033,300.    1,531,780.      MT  (+/- 180 meters Scaled)
 GB1558
 GB1558                          SUPERSEDED SURVEY CONTROL
 GB1558
 GB1558  NGVD 29 (??/??/??)  310.28   (m)         1018.0    (f) RESET       3  
 GB1558
 GB1558.Superseded values are not recommended for survey control.
 GB1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1558.See file dsdata.txt to determine how the superseded data were derived.
 GB1558
 GB1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF435553(NAD 83)
 GB1558_MARKER: DB = BENCH MARK DISK
 GB1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1558_STAMPING: K 253 RESET 1974
 GB1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1558+STABILITY: SURFACE MOTION
 GB1558
 GB1558  HISTORY     - Date     Condition        Report By
 GB1558  HISTORY     - 1974     MONUMENTED       NGS
 GB1558
 GB1558                          STATION DESCRIPTION
 GB1558
 GB1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GB1558'0.1 MI S FROM PEYTONSBURG.
 GB1558'ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB1558'AT PEYTONSBURG, ABOUT 1.55 MILES NORTH OF THE KENTUCKY-TENNESSEE
 GB1558'STATE LINE, ABOUT 0.15 MILE NORTHEAST OF THE OLD XERXES SCHOOL,
 GB1558'155 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 54 FEET
 GB1558'SOUTHWEST OF A POWER POLE, 1 FOOT NORTHEAST OF A METAL WITNESS POST
 GB1558'AND SET IN THE TOP OF A  ROUND CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2786 ***********************************************************************
 GA2786  DESIGNATION -  K 254
 GA2786  PID         -  GA2786
 GA2786  STATE/COUNTY-  KY/BELL
 GA2786  USGS QUAD   -  BALKAN (1974)
 GA2786
 GA2786                         *CURRENT SURVEY CONTROL
 GA2786  ___________________________________________________________________
 GA2786* NAD 83(1986)-  36 49 50.     (N)    083 32 12.     (W)     SCALED    
 GA2786* NAVD 88     -       334.192  (meters)    1096.43   (feet)  ADJUSTED  
 GA2786  ___________________________________________________________________
 GA2786  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA2786  DYNAMIC HT  -         333.905 (meters)    1095.49  (feet)  COMP
 GA2786  MODELED GRAV-     979,765.3   (mgal)                       NAVD 88
 GA2786
 GA2786  VERT ORDER  -  SECOND    CLASS 0
 GA2786
 GA2786.The horizontal coordinates were scaled from a topographic map and have
 GA2786.an estimated accuracy of +/- 6 seconds.
 GA2786
 GA2786.The orthometric height was determined by differential leveling
 GA2786.and adjusted by the National Geodetic Survey in June 1991..
 GA2786
 GA2786.The geoid height was determined by GEOID03.
 GA2786
 GA2786.The dynamic height is computed by dividing the NAVD 88
 GA2786.geopotential number by the normal gravity value computed on the
 GA2786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2786.degrees latitude (g = 980.6199 gals.).
 GA2786
 GA2786.The modeled gravity was interpolated from observed gravity values.
 GA2786
 GA2786;                    North         East    Units  Estimated Accuracy
 GA2786;SPC KY1Z     - 1,057,530.    1,697,440.      MT  (+/- 180 meters Scaled)
 GA2786
 GA2786                          SUPERSEDED SURVEY CONTROL
 GA2786
 GA2786  NGVD 29 (??/??/92)  334.337  (m)         1096.90   (f) ADJ UNCH    2 0
 GA2786
 GA2786.Superseded values are not recommended for survey control.
 GA2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2786.See file dsdata.txt to determine how the superseded data were derived.
 GA2786
 GA2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA737790(NAD 83)
 GA2786_MARKER: DB = BENCH MARK DISK
 GA2786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2786_SP_SET: ABUTMENT
 GA2786_STAMPING: K 254 1951 1096.904
 GA2786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2786
 GA2786  HISTORY     - Date     Condition        Report By
 GA2786  HISTORY     - 1951     MONUMENTED       CGS
 GA2786  HISTORY     - 1957     GOOD             NGS
 GA2786  HISTORY     - 1975     GOOD             NGS
 GA2786
 GA2786                          STATION DESCRIPTION
 GA2786
 GA2786'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2786'AT STONY FORK.
 GA2786'AT STONY FORK, ABOUT 100 YARDS WEST ALONG STATE HIGHWAY 221 FROM
 GA2786'THE BAPTIST CHURCH, IN THE TOP OF NORTH END OF EAST ABUTMENT
 GA2786'OF A 130-FOOT CONCRETE BRIDGE OVER STONY FORK CREEK, 14 FEET
 GA2786'NORTH OF CENTER LINE OF HIGHWAY, 2 FEET NORTH OF NORTH FACE OF
 GA2786'CONCRETE BANISTER AND ABOUT LEVEL WITH HIGHWAY.
 GA2786
 GA2786                          STATION RECOVERY (1957)
 GA2786
 GA2786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2786'RECOVERED IN GOOD CONDITION.
 GA2786
 GA2786                          STATION RECOVERY (1975)
 GA2786
 GA2786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GA2786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0484 ***********************************************************************
 GY0484  DESIGNATION -  K 255
 GY0484  PID         -  GY0484
 GY0484  STATE/COUNTY-  KY/PIKE
 GY0484  USGS QUAD   -  WILLIAMSON (1992)
 GY0484
 GY0484                         *CURRENT SURVEY CONTROL
 GY0484  ___________________________________________________________________
 GY0484* NAD 83(1986)-  37 41 20.     (N)    082 21 40.     (W)     SCALED    
 GY0484* NAVD 88     -       202.497  (meters)     664.36   (feet)  ADJUSTED  
 GY0484  ___________________________________________________________________
 GY0484  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GY0484  DYNAMIC HT  -         202.347 (meters)     663.87  (feet)  COMP
 GY0484  MODELED GRAV-     979,886.0   (mgal)                       NAVD 88
 GY0484
 GY0484  VERT ORDER  -  SECOND    CLASS 0
 GY0484
 GY0484.The horizontal coordinates were scaled from a topographic map and have
 GY0484.an estimated accuracy of +/- 6 seconds.
 GY0484
 GY0484.The orthometric height was determined by differential leveling
 GY0484.and adjusted by the National Geodetic Survey in June 1991..
 GY0484
 GY0484.The geoid height was determined by GEOID03.
 GY0484
 GY0484.The dynamic height is computed by dividing the NAVD 88
 GY0484.geopotential number by the normal gravity value computed on the
 GY0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0484.degrees latitude (g = 980.6199 gals.).
 GY0484
 GY0484.The modeled gravity was interpolated from observed gravity values.
 GY0484
 GY0484;                    North         East    Units  Estimated Accuracy
 GY0484;SPC KY1Z     - 1,155,870.    1,798,820.      MT  (+/- 180 meters Scaled)
 GY0484
 GY0484                          SUPERSEDED SURVEY CONTROL
 GY0484
 GY0484  NGVD 29 (??/??/92)  202.720  (m)          665.09   (f) ADJ UNCH    2 0
 GY0484
 GY0484.Superseded values are not recommended for survey control.
 GY0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0484.See file dsdata.txt to determine how the superseded data were derived.
 GY0484
 GY0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB799721(NAD 83)
 GY0484_MARKER: DB = BENCH MARK DISK
 GY0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0484_SP_SET: CULVERT
 GY0484_STAMPING: K 255 1952 665.091
 GY0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0484+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 GY0484
 GY0484  HISTORY     - Date     Condition        Report By
 GY0484  HISTORY     - 1952     MONUMENTED       CGS
 GY0484  HISTORY     - 1956     GOOD             NGS
 GY0484  HISTORY     - 20010627 GOOD             KYDT
 GY0484
 GY0484                          STATION DESCRIPTION
 GY0484
 GY0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0484'7.3 MI NE FROM SIDNEY.
 GY0484'7.3 MILES NORTHEAST ALONG STATE HIGHWAY 468 FROM THE JUNCTION OF
 GY0484'U.S. HIGHWAY 119 AND BEVINS SCHOOL AT SIDNEY, 0.55 MILE SOUTH OF
 GY0484'MARY ELIZABETH BAPTIST CHURCH, 20 FEET EAST OF THE CENTER LINE
 GY0484'OF HIGHWAY, 20 FEET NORTH OF THE NORTH END OF A LONG BENCH CUT,
 GY0484'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A
 GY0484'20-FOOT CONCRETE BOX CULVERT OVER LONG FORK, ABOUT 1 FOOT BELOW
 GY0484'LEVEL OF HIGHWAY.
 GY0484
 GY0484                          STATION RECOVERY (2001)
 GY0484
 GY0484'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0484'MARK IS 2 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2286 ***********************************************************************
 GZ2286  DESIGNATION -  K 256
 GZ2286  PID         -  GZ2286
 GZ2286  STATE/COUNTY-  KY/HARDIN
 GZ2286  USGS QUAD   -  SONORA (1992)
 GZ2286
 GZ2286                         *CURRENT SURVEY CONTROL
 GZ2286  ___________________________________________________________________
 GZ2286* NAD 83(1986)-  37 32 57.     (N)    085 53 57.     (W)     SCALED    
 GZ2286* NAVD 88     -       216.815  (meters)     711.33   (feet)  ADJUSTED  
 GZ2286  ___________________________________________________________________
 GZ2286  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GZ2286  DYNAMIC HT  -         216.648 (meters)     710.79  (feet)  COMP
 GZ2286  MODELED GRAV-     979,854.7   (mgal)                       NAVD 88
 GZ2286
 GZ2286  VERT ORDER  -  FIRST     CLASS II
 GZ2286
 GZ2286.The horizontal coordinates were scaled from a topographic map and have
 GZ2286.an estimated accuracy of +/- 6 seconds.
 GZ2286
 GZ2286.The orthometric height was determined by differential leveling
 GZ2286.and adjusted by the National Geodetic Survey in June 1991..
 GZ2286
 GZ2286.The geoid height was determined by GEOID03.
 GZ2286
 GZ2286.The dynamic height is computed by dividing the NAVD 88
 GZ2286.geopotential number by the normal gravity value computed on the
 GZ2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2286.degrees latitude (g = 980.6199 gals.).
 GZ2286
 GZ2286.The modeled gravity was interpolated from observed gravity values.
 GZ2286
 GZ2286;                    North         East    Units  Estimated Accuracy
 GZ2286;SPC KY1Z     - 1,134,950.    1,486,820.      MT  (+/- 180 meters Scaled)
 GZ2286
 GZ2286                          SUPERSEDED SURVEY CONTROL
 GZ2286
 GZ2286  NGVD 29 (??/??/92)  216.925  (m)          711.69   (f) ADJ UNCH    1 2
 GZ2286
 GZ2286.Superseded values are not recommended for survey control.
 GZ2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2286.See file dsdata.txt to determine how the superseded data were derived.
 GZ2286
 GZ2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG972563(NAD 83)
 GZ2286_MARKER: DB = BENCH MARK DISK
 GZ2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2286_STAMPING: K 256 1951
 GZ2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2286+STABILITY: SURFACE MOTION
 GZ2286
 GZ2286  HISTORY     - Date     Condition        Report By
 GZ2286  HISTORY     - 1951     MONUMENTED       CGS
 GZ2286  HISTORY     - 1982     GOOD             KYDT
 GZ2286
 GZ2286                          STATION DESCRIPTION
 GZ2286
 GZ2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2286'1.8 MI N FROM SONORA.
 GZ2286'1.8 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GZ2286'THE CROSSING OF STATE HIGHWAY 84 AT SONORA, ABOUT 0.85 MILE SOUTH
 GZ2286'OF THE ROAD CROSSING AT NOLIN, AT A FARM ROAD CROSSING, 28 1/2
 GZ2286'FEET EAST OF THE EAST RAIL, 16 FEET SOUTH OF CENTER LINE OF FARM
 GZ2286'ROAD, 44 FEET NORTH OF FIRST TELEPHONE POLE SOUTH OF FARM ROAD,
 GZ2286'38 FEET SOUTHEAST AND ACROSS FARM ROAD FROM A RAILROAD WHISTLE
 GZ2286'POST, 3 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE
 GZ2286'LINE, ABOUT 4 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 GZ2286'POST PROJECTING 6 INCHES.
 GZ2286
 GZ2286                          STATION RECOVERY (1982)
 GZ2286
 GZ2286'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2048 ***********************************************************************
 GZ2048  DESIGNATION -  K 257
 GZ2048  PID         -  GZ2048
 GZ2048  STATE/COUNTY-  KY/HART
 GZ2048  USGS QUAD   -  CANMER (1987)
 GZ2048
 GZ2048                         *CURRENT SURVEY CONTROL
 GZ2048  ___________________________________________________________________
 GZ2048* NAD 83(1986)-  37 21 30.     (N)    085 45 31.     (W)     SCALED    
 GZ2048* NAVD 88     -       250.722  (meters)     822.58   (feet)  ADJUSTED  
 GZ2048  ___________________________________________________________________
 GZ2048  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GZ2048  DYNAMIC HT  -         250.528 (meters)     821.94  (feet)  COMP
 GZ2048  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 GZ2048
 GZ2048  VERT ORDER  -  SECOND    CLASS 0
 GZ2048
 GZ2048.The horizontal coordinates were scaled from a topographic map and have
 GZ2048.an estimated accuracy of +/- 6 seconds.
 GZ2048
 GZ2048.The orthometric height was determined by differential leveling
 GZ2048.and adjusted by the National Geodetic Survey in June 1991..
 GZ2048
 GZ2048.The geoid height was determined by GEOID03.
 GZ2048
 GZ2048.The dynamic height is computed by dividing the NAVD 88
 GZ2048.geopotential number by the normal gravity value computed on the
 GZ2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2048.degrees latitude (g = 980.6199 gals.).
 GZ2048
 GZ2048.The modeled gravity was interpolated from observed gravity values.
 GZ2048
 GZ2048;                    North         East    Units  Estimated Accuracy
 GZ2048;SPC KY1Z     - 1,113,760.    1,499,240.      MT  (+/- 180 meters Scaled)
 GZ2048
 GZ2048                          SUPERSEDED SURVEY CONTROL
 GZ2048
 GZ2048  NGVD 29 (??/??/92)  250.850  (m)          823.00   (f) ADJ UNCH    2 0
 GZ2048
 GZ2048.Superseded values are not recommended for survey control.
 GZ2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2048.See file dsdata.txt to determine how the superseded data were derived.
 GZ2048
 GZ2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG099353(NAD 83)
 GZ2048_MARKER: DB = BENCH MARK DISK
 GZ2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2048_STAMPING: K 257 1951
 GZ2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2048+STABILITY: SURFACE MOTION
 GZ2048
 GZ2048  HISTORY     - Date     Condition        Report By
 GZ2048  HISTORY     - 1951     MONUMENTED       CGS
 GZ2048
 GZ2048                          STATION DESCRIPTION
 GZ2048
 GZ2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2048'1.4 MI N FROM LINWOOD.
 GZ2048'ABOUT 1.45 MILES NORTH ALONG U.S. HIGHWAY 31E FROM THE POST OFFICE
 GZ2048'AND CROSSROADS AT LINWOOD, ABOUT 0.1 MILE NORTH OF BREAK IN GRADE
 GZ2048'OF A LONG HILL DECENDING SOUTH, AT A DIM JOGGED CROSSROAD
 GZ2048'(PRIVATE ROAD EAST AND A DRIVE WEST TO A CLEARING), 69 FEET
 GZ2048'WEST OF THE CENTER LINE OF HIGHWAY, 22 FEET SOUTH OF THE CENTER
 GZ2048'LINE OF DIM DRIVE WEST, 46 FEET SOUTHWEST OF THE SOUTH END OF A
 GZ2048'12-INCH PIPE CULVERT UNDER DRIVE, 1 FOOT EAST OF A FENCE LINE,
 GZ2048'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 GZ2048'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 GZ2048'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2002 ***********************************************************************
 GZ2002  DESIGNATION -  K 258
 GZ2002  PID         -  GZ2002
 GZ2002  STATE/COUNTY-  KY/HART
 GZ2002  USGS QUAD   -  CANMER (1987)
 GZ2002
 GZ2002                         *CURRENT SURVEY CONTROL
 GZ2002  ___________________________________________________________________
 GZ2002* NAD 83(1986)-  37 17 11.     (N)    085 47 03.     (W)     SCALED    
 GZ2002* NAVD 88     -       191.865  (meters)     629.48   (feet)  ADJUSTED  
 GZ2002  ___________________________________________________________________
 GZ2002  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GZ2002  DYNAMIC HT  -         191.718 (meters)     628.99  (feet)  COMP
 GZ2002  MODELED GRAV-     979,860.0   (mgal)                       NAVD 88
 GZ2002
 GZ2002  VERT ORDER  -  SECOND    CLASS 0
 GZ2002
 GZ2002.The horizontal coordinates were scaled from a topographic map and have
 GZ2002.an estimated accuracy of +/- 6 seconds.
 GZ2002
 GZ2002.The orthometric height was determined by differential leveling
 GZ2002.and adjusted by the National Geodetic Survey in June 1991..
 GZ2002
 GZ2002.The geoid height was determined by GEOID03.
 GZ2002
 GZ2002.The dynamic height is computed by dividing the NAVD 88
 GZ2002.geopotential number by the normal gravity value computed on the
 GZ2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2002.degrees latitude (g = 980.6199 gals.).
 GZ2002
 GZ2002.The modeled gravity was interpolated from observed gravity values.
 GZ2002
 GZ2002;                    North         East    Units  Estimated Accuracy
 GZ2002;SPC KY1Z     - 1,105,770.    1,496,970.      MT  (+/- 180 meters Scaled)
 GZ2002
 GZ2002                          SUPERSEDED SURVEY CONTROL
 GZ2002
 GZ2002  NGVD 29 (??/??/92)  191.993  (m)          629.90   (f) ADJ UNCH    2 0
 GZ2002
 GZ2002.Superseded values are not recommended for survey control.
 GZ2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2002.See file dsdata.txt to determine how the superseded data were derived.
 GZ2002
 GZ2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG077273(NAD 83)
 GZ2002_MARKER: DB = BENCH MARK DISK
 GZ2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2002_STAMPING: K 258 1951
 GZ2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2002+STABILITY: SURFACE MOTION
 GZ2002
 GZ2002  HISTORY     - Date     Condition        Report By
 GZ2002  HISTORY     - 1951     MONUMENTED       CGS
 GZ2002
 GZ2002                          STATION DESCRIPTION
 GZ2002
 GZ2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2002'1 MI SW FROM CANMER.
 GZ2002'ABOUT 1.0 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM CANMER DEPOSIT
 GZ2002'BANK AT CANMER, ABOUT 55 YARDS SOUTHWEST OF A DRIVE NORTHWEST TO
 GZ2002'A LARGE WHITE FARM HOUSE, AT THE SOUTHWEST END OF A CATTLE LANE
 GZ2002'LEADING SOUTHWEST FROM A LARGE BARN, 17 FEET SOUTHEAST OF CENTER
 GZ2002'LINE OF ROAD, 110 FEET SOUTHWEST OF WEST CORNER OF BARN, 36 FEET
 GZ2002'EAST AND ACROSS ROAD FROM A 30-INCH WILD CHERRY TREE, 31 1/2 FEET
 GZ2002'SOUTH AND ACROSS ROAD FROM A 14-INCH WALNUT TREE, 7 1/2 FEET
 GZ2002'NORTHEAST OF A LARGE POST SUPPORTING TWO BOARD GATES, 1 FOOT
 GZ2002'NORTHWEST OF A FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 GZ2002'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 GZ2002'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1990 ***********************************************************************
 GZ1990  DESIGNATION -  K 259
 GZ1990  PID         -  GZ1990
 GZ1990  STATE/COUNTY-  KY/HART
 GZ1990  USGS QUAD   -  HUDGINS (1961)
 GZ1990
 GZ1990                         *CURRENT SURVEY CONTROL
 GZ1990  ___________________________________________________________________
 GZ1990* NAD 83(1986)-  37 21 15.     (N)    085 42 30.     (W)     SCALED    
 GZ1990* NAVD 88     -       184.743  (meters)     606.11   (feet)  ADJUSTED  
 GZ1990  ___________________________________________________________________
 GZ1990  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GZ1990  DYNAMIC HT  -         184.600 (meters)     605.64  (feet)  COMP
 GZ1990  MODELED GRAV-     979,852.8   (mgal)                       NAVD 88
 GZ1990
 GZ1990  VERT ORDER  -  SECOND    CLASS 0
 GZ1990
 GZ1990.The horizontal coordinates were scaled from a topographic map and have
 GZ1990.an estimated accuracy of +/- 6 seconds.
 GZ1990
 GZ1990.The orthometric height was determined by differential leveling
 GZ1990.and adjusted by the National Geodetic Survey in June 1991..
 GZ1990
 GZ1990.The geoid height was determined by GEOID03.
 GZ1990
 GZ1990.The dynamic height is computed by dividing the NAVD 88
 GZ1990.geopotential number by the normal gravity value computed on the
 GZ1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1990.degrees latitude (g = 980.6199 gals.).
 GZ1990
 GZ1990.The modeled gravity was interpolated from observed gravity values.
 GZ1990
 GZ1990;                    North         East    Units  Estimated Accuracy
 GZ1990;SPC KY1Z     - 1,113,300.    1,503,690.      MT  (+/- 180 meters Scaled)
 GZ1990
 GZ1990                          SUPERSEDED SURVEY CONTROL
 GZ1990
 GZ1990  NGVD 29 (??/??/92)  184.875  (m)          606.54   (f) ADJ UNCH    2 0
 GZ1990
 GZ1990.Superseded values are not recommended for survey control.
 GZ1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1990.See file dsdata.txt to determine how the superseded data were derived.
 GZ1990
 GZ1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG143349(NAD 83)
 GZ1990_MARKER: DB = BENCH MARK DISK
 GZ1990_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1990_SP_SET: ROCK LEDGE
 GZ1990_STAMPING: K 259 1951
 GZ1990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1990+STABILITY: POSITION/ELEVATION WELL
 GZ1990
 GZ1990  HISTORY     - Date     Condition        Report By
 GZ1990  HISTORY     - 1951     MONUMENTED       CGS
 GZ1990
 GZ1990                          STATION DESCRIPTION
 GZ1990
 GZ1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1990'3.6 MI NE FROM LINWOOD.
 GZ1990'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 31E FROM THE POST OFFICE
 GZ1990'AND CROSSROADS AT LINWOOD, THENCE ABOUT 0.2 MILE EAST AND
 GZ1990'NORTHEAST ALONG OLD HIGHWAY 31E, THENCE ABOUT 2.75 MILES EAST
 GZ1990'AND NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.2 MILE NORTHEAST OF
 GZ1990'A 50-FOOT WOODEN BRIDGE OVER LYN CAMP CREEK, ON THE SOUTHWEST
 GZ1990'SLOPE OF A LONG CROOKED HILL, ON THE OUTSIDE OF A CURVE WITH
 GZ1990'TANGENTS EXTENDING EAST AND SOUTHWEST, SET IN THE TOP OF THE
 GZ1990'BOTTOM LAYER OF A LEDGE OF ROCK, 21 FEET NORTHWEST OF CENTER
 GZ1990'LINE OF ROAD, 99 FEET NORTHEAST OF THE NORTHEAST END OF A 36-INCH
 GZ1990'PIPE CULVERT UNDER A DRIVE NORTHWEST TO A LARGE WHITE HOUSE, 1
 GZ1990'FOOT NORTHWEST OF SOUTHEAST EDGE OF LEDGE AND ABOUT 2 FEET
 GZ1990'ABOVE THE ROAD.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE
 GZ1990'AND ROAD JUNCTION AT HUDGINS BY GOING ABOUT 1.75 MILES NORTHWEST
 GZ1990'AND WEST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2112 ***********************************************************************
 GZ2112  DESIGNATION -  K 260
 GZ2112  PID         -  GZ2112
 GZ2112  STATE/COUNTY-  KY/METCALFE
 GZ2112  USGS QUAD   -  SULPHUR WELL (1976)
 GZ2112
 GZ2112                         *CURRENT SURVEY CONTROL
 GZ2112  ___________________________________________________________________
 GZ2112* NAD 83(1986)-  37 04 38.     (N)    085 42 55.     (W)     SCALED    
 GZ2112* NAVD 88     -       240.365  (meters)     788.60   (feet)  ADJUSTED  
 GZ2112  ___________________________________________________________________
 GZ2112  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GZ2112  DYNAMIC HT  -         240.173 (meters)     787.97  (feet)  COMP
 GZ2112  MODELED GRAV-     979,825.4   (mgal)                       NAVD 88
 GZ2112
 GZ2112  VERT ORDER  -  SECOND    CLASS 0
 GZ2112
 GZ2112.The horizontal coordinates were scaled from a topographic map and have
 GZ2112.an estimated accuracy of +/- 6 seconds.
 GZ2112
 GZ2112.The orthometric height was determined by differential leveling
 GZ2112.and adjusted by the National Geodetic Survey in June 1991..
 GZ2112
 GZ2112.The geoid height was determined by GEOID03.
 GZ2112
 GZ2112.The dynamic height is computed by dividing the NAVD 88
 GZ2112.geopotential number by the normal gravity value computed on the
 GZ2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2112.degrees latitude (g = 980.6199 gals.).
 GZ2112
 GZ2112.The modeled gravity was interpolated from observed gravity values.
 GZ2112
 GZ2112;                    North         East    Units  Estimated Accuracy
 GZ2112;SPC KY1Z     - 1,082,560.    1,503,090.      MT  (+/- 180 meters Scaled)
 GZ2112
 GZ2112                          SUPERSEDED SURVEY CONTROL
 GZ2112
 GZ2112  NGVD 29 (??/??/92)  240.506  (m)          789.06   (f) ADJ UNCH    2 0
 GZ2112
 GZ2112.Superseded values are not recommended for survey control.
 GZ2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2112.See file dsdata.txt to determine how the superseded data were derived.
 GZ2112
 GZ2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG141042(NAD 83)
 GZ2112_MARKER: DB = BENCH MARK DISK
 GZ2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2112_STAMPING: K 260 1951
 GZ2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2112+STABILITY: SURFACE MOTION
 GZ2112
 GZ2112  HISTORY     - Date     Condition        Report By
 GZ2112  HISTORY     - 1951     MONUMENTED       CGS
 GZ2112
 GZ2112                          STATION DESCRIPTION
 GZ2112
 GZ2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2112'1 MI W FROM KNOB LICK.
 GZ2112'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 70 FROM THE CROSSROADS AT
 GZ2112'KNOB LICK, ABOUT 0.4 MILE WEST OF A HILL TOP CROSSROAD, ABOUT 0.25
 GZ2112'MILE WEST OF CROSSING OF A POWER TRANSMISSION LINE, AT THE JUNCTION
 GZ2112'OF A DIM DRIVE NORTH, 28 FEET NORTH OF CENTER LINE OF HIGHWAY,
 GZ2112'11 FEET EAST OF CENTER LINE OF GATE ACROSS DRIVE, 14 FEET
 GZ2112'NORTH-NORTHEAST OF THE EAST END OF A 30-INCH PIPE CULVERT UNDER
 GZ2112'DRIVE, 20 FEET EAST AND ACROSS DRIVE FROM A FENCE CORNER, 1 FOOT
 GZ2112'SOUTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 GZ2112'POST, ABOUT 1 FOOT ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GZ2112'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2084 ***********************************************************************
 GZ2084  DESIGNATION -  K 261
 GZ2084  PID         -  GZ2084
 GZ2084  STATE/COUNTY-  KY/BARREN
 GZ2084  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ2084
 GZ2084                         *CURRENT SURVEY CONTROL
 GZ2084  ___________________________________________________________________
 GZ2084* NAD 83(1986)-  37 01 28.     (N)    085 54 22.     (W)     SCALED    
 GZ2084* NAVD 88     -       207.750  (meters)     681.59   (feet)  ADJUSTED  
 GZ2084  ___________________________________________________________________
 GZ2084  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GZ2084  DYNAMIC HT  -         207.584 (meters)     681.05  (feet)  COMP
 GZ2084  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 GZ2084
 GZ2084  VERT ORDER  -  SECOND    CLASS 0
 GZ2084
 GZ2084.The horizontal coordinates were scaled from a topographic map and have
 GZ2084.an estimated accuracy of +/- 6 seconds.
 GZ2084
 GZ2084.The orthometric height was determined by differential leveling
 GZ2084.and adjusted by the National Geodetic Survey in June 1991..
 GZ2084
 GZ2084.The geoid height was determined by GEOID03.
 GZ2084
 GZ2084.The dynamic height is computed by dividing the NAVD 88
 GZ2084.geopotential number by the normal gravity value computed on the
 GZ2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2084.degrees latitude (g = 980.6199 gals.).
 GZ2084
 GZ2084.The modeled gravity was interpolated from observed gravity values.
 GZ2084
 GZ2084;                    North         East    Units  Estimated Accuracy
 GZ2084;SPC KY1Z     - 1,076,720.    1,486,110.      MT  (+/- 180 meters Scaled)
 GZ2084
 GZ2084                          SUPERSEDED SURVEY CONTROL
 GZ2084
 GZ2084  NGVD 29 (??/??/92)  207.890  (m)          682.05   (f) ADJ UNCH    2 0
 GZ2084
 GZ2084.Superseded values are not recommended for survey control.
 GZ2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2084.See file dsdata.txt to determine how the superseded data were derived.
 GZ2084
 GZ2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF973981(NAD 83)
 GZ2084_MARKER: DB = BENCH MARK DISK
 GZ2084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2084_SP_SET: CULVERT
 GZ2084_STAMPING: K 261 1951
 GZ2084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2084
 GZ2084  HISTORY     - Date     Condition        Report By
 GZ2084  HISTORY     - 1951     MONUMENTED       CGS
 GZ2084
 GZ2084                          STATION DESCRIPTION
 GZ2084
 GZ2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2084'2.1 MI N FROM GLASGOW.
 GZ2084'ABOUT 2.1 MILES NORTH ALONG U.S. HIGHWAY 31E FROM THE COURT
 GZ2084'HOUSE AT GLASGOW, ABOUT 0.8 MILE SOUTH OF A BRIDGE OVER BEAVER
 GZ2084'CREEK, AT THE JUNCTION OF A PRIVATE BLACK TOP ROAD EAST, SET IN
 GZ2084'THE TOP OF THE SOUTH END OF THE EAST HEAD WALL OF AN 18-FOOT
 GZ2084'CONCRETE CULVERT, 12 FEET EAST OF THE CENTER LINE OF HIGHWAY, 90
 GZ2084'FEET SOUTH OF CENTER LINE OF PRIVATE ROAD AND ABOUT 1/2 FOOT ABOVE
 GZ2084'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2126 ***********************************************************************
 GZ2126  DESIGNATION -  K 262
 GZ2126  PID         -  GZ2126
 GZ2126  STATE/COUNTY-  KY/METCALFE
 GZ2126  USGS QUAD   -  CENTER (1985)
 GZ2126
 GZ2126                         *CURRENT SURVEY CONTROL
 GZ2126  ___________________________________________________________________
 GZ2126* NAD 83(1986)-  37 08 31.     (N)    085 41 35.     (W)     SCALED    
 GZ2126* NAVD 88     -       245.508  (meters)     805.47   (feet)  ADJUSTED  
 GZ2126  ___________________________________________________________________
 GZ2126  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GZ2126  DYNAMIC HT  -         245.315 (meters)     804.84  (feet)  COMP
 GZ2126  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GZ2126
 GZ2126  VERT ORDER  -  SECOND    CLASS 0
 GZ2126
 GZ2126.The horizontal coordinates were scaled from a topographic map and have
 GZ2126.an estimated accuracy of +/- 6 seconds.
 GZ2126
 GZ2126.The orthometric height was determined by differential leveling
 GZ2126.and adjusted by the National Geodetic Survey in June 1991..
 GZ2126
 GZ2126.The geoid height was determined by GEOID03.
 GZ2126
 GZ2126.The dynamic height is computed by dividing the NAVD 88
 GZ2126.geopotential number by the normal gravity value computed on the
 GZ2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2126.degrees latitude (g = 980.6199 gals.).
 GZ2126
 GZ2126.The modeled gravity was interpolated from observed gravity values.
 GZ2126
 GZ2126;                    North         East    Units  Estimated Accuracy
 GZ2126;SPC KY1Z     - 1,089,750.    1,505,060.      MT  (+/- 180 meters Scaled)
 GZ2126
 GZ2126                          SUPERSEDED SURVEY CONTROL
 GZ2126
 GZ2126  NGVD 29 (??/??/92)  245.647  (m)          805.93   (f) ADJ UNCH    2 0
 GZ2126
 GZ2126.Superseded values are not recommended for survey control.
 GZ2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2126.See file dsdata.txt to determine how the superseded data were derived.
 GZ2126
 GZ2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG160114(NAD 83)
 GZ2126_MARKER: DB = BENCH MARK DISK
 GZ2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2126_STAMPING: K 262 1951
 GZ2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2126+STABILITY: SURFACE MOTION
 GZ2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2126+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 GZ2126
 GZ2126  HISTORY     - Date     Condition        Report By
 GZ2126  HISTORY     - 1951     MONUMENTED       CGS
 GZ2126  HISTORY     - 20010426 GOOD             KYDT
 GZ2126
 GZ2126                          STATION DESCRIPTION
 GZ2126
 GZ2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2126'AT CENTER.
 GZ2126'AT CENTER, ABOUT 0.15 MILE NORTHEAST ALONG A BLACK TOP STREET
 GZ2126'FROM THE CHURCH OF CHRIST, BETWEEN THE POOL ROOM AND ATWELL AND
 GZ2126'ATWELL STORE, 40 FEET SOUTHEAST OF CENTER LINE OF STREET, 16 FEET
 GZ2126'NORTHEAST OF THE NORTH CORNER OF ATWELL AND ATWELL STORE, 40 FEET
 GZ2126'SOUTHWEST OF THE WEST CORNER OF POOL ROOM, 7 FEET SOUTHWEST OF THE
 GZ2126'SOUTHEAST END OF AN 18-INCH PIPE CULVERT, 2 FEET NORTHEAST OF A
 GZ2126'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN
 GZ2126'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GZ2126
 GZ2126                          STATION RECOVERY (2001)
 GZ2126
 GZ2126'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2126'MARK IS 40 FEET SOUTHEAST OF CENTERLINE OF ROAD, 18.5 FEET SOUTHWEST
 GZ2126'OF NORTHWEST CORNER CENTER GROCERY, A LARGE CONCRETE BLOCK BUILDING
 GZ2126'WITH BRICK FRONT, 16 FEET NORTHEAST OF CENTER FARM SUPPLY BUILDING,
 GZ2126'1.4 FEET SOUTHWEST OF SOUTHWEST EDGE OF A CONCRETE SLAB, 10 FEET
 GZ2126'NORTHWEST OF A 36 INCH, 3 FEET TALL TREE STUMP AND FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2856 ***********************************************************************
 GA2856  DESIGNATION -  K 263
 GA2856  PID         -  GA2856
 GA2856  STATE/COUNTY-  KY/KNOX
 GA2856  USGS QUAD   -  ARTEMUS (1974)
 GA2856
 GA2856                         *CURRENT SURVEY CONTROL
 GA2856  ___________________________________________________________________
 GA2856* NAD 83(1986)-  36 51 19.     (N)    083 46 27.     (W)     SCALED    
 GA2856* NAVD 88     -       305.075  (meters)    1000.90   (feet)  ADJUSTED  
 GA2856  ___________________________________________________________________
 GA2856  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GA2856  DYNAMIC HT  -         304.822 (meters)    1000.07  (feet)  COMP
 GA2856  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 GA2856
 GA2856  VERT ORDER  -  SECOND    CLASS 0
 GA2856
 GA2856.The horizontal coordinates were scaled from a topographic map and have
 GA2856.an estimated accuracy of +/- 6 seconds.
 GA2856
 GA2856.The orthometric height was determined by differential leveling
 GA2856.and adjusted by the National Geodetic Survey in June 1991..
 GA2856
 GA2856.The geoid height was determined by GEOID03.
 GA2856
 GA2856.The dynamic height is computed by dividing the NAVD 88
 GA2856.geopotential number by the normal gravity value computed on the
 GA2856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2856.degrees latitude (g = 980.6199 gals.).
 GA2856
 GA2856.The modeled gravity was interpolated from observed gravity values.
 GA2856
 GA2856;                    North         East    Units  Estimated Accuracy
 GA2856;SPC KY1Z     - 1,059,800.    1,676,200.      MT  (+/- 180 meters Scaled)
 GA2856
 GA2856                          SUPERSEDED SURVEY CONTROL
 GA2856
 GA2856  NGVD 29 (??/??/92)  305.230  (m)         1001.41   (f) ADJ UNCH    2 0
 GA2856
 GA2856.Superseded values are not recommended for survey control.
 GA2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2856.See file dsdata.txt to determine how the superseded data were derived.
 GA2856
 GA2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA526824(NAD 83)
 GA2856_MARKER: DB = BENCH MARK DISK
 GA2856_SETTING: 66 = SET IN ROCK OUTCROP
 GA2856_SP_SET: SET IN ROCK OUTCROP
 GA2856_STAMPING: K 263 1951 1001.409
 GA2856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2856+STABILITY: POSITION/ELEVATION WELL
 GA2856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2856+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2856
 GA2856  HISTORY     - Date     Condition        Report By
 GA2856  HISTORY     - 1951     MONUMENTED       CGS
 GA2856  HISTORY     - 1957     GOOD             NGS
 GA2856  HISTORY     - 20020806 GOOD             KYDT
 GA2856
 GA2856                          STATION DESCRIPTION
 GA2856
 GA2856'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2856'2.2 MI N FROM FLAT LICK.
 GA2856'1.05 MILES NORTHWEST ALONG U.S. HIGHWAY 25E FROM THE SCHOOL AT
 GA2856'FLAT LICK, THENCE ABOUT 0.45 MILE NORTH ALONG A BLACK TOP ROAD
 GA2856'(OLD HIGHWAY 25E), THENCE ABOUT 0.7 MILE NORTHEAST ALONG STATE
 GA2856'HIGHWAY 223, ABOUT 50 YARDS NORTHWEST OF A FARM HOUSE WITH
 GA2856'IMITATION STONE SIDING, AT THE JUNCTION OF A NARROW ROAD NORTHEAST,
 GA2856'IN THE TOP OF A LARGE SLOPING OUTCROP OF ROCK, 40 FEET SOUTHWEST
 GA2856'OF CENTER LINE OF HIGHWAY, 39 FEET SOUTHEAST OF EXTENDED CENTER
 GA2856'LINE OF ROAD NORTHEAST, 6 FEET SOUTHWEST OF SOUTHWEST FACE OF
 GA2856'A SMALL TIN SHACK, AND ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.
 GA2856'NOTE-- MARK IS ABOUT 2.85 MILES SOUTHWEST ALONG STATE HIGHWAY
 GA2856'223 FROM THE CROSSROADS AND BRIDGE OVER TRACE FORK AT DEWITT.
 GA2856
 GA2856                          STATION RECOVERY (1957)
 GA2856
 GA2856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2856'RECOVERED IN GOOD CONDITION.
 GA2856
 GA2856                          STATION RECOVERY (2002)
 GA2856
 GA2856'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2856'MARK IS AT THE JUNCTION OF DRIVE NORTHEAST TO A LARGE 1 STORY BRICK
 GA2856'HOUSE WITH 3 CAR DETTACHED GARAGE AND 21 FEET NORTHWEST OF THE
 GA2856'NORTHWEST FACE OF A WHITE MOBILE HOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2804 ***********************************************************************
 GA2804  DESIGNATION -  K 265
 GA2804  PID         -  GA2804
 GA2804  STATE/COUNTY-  KY/BELL
 GA2804  USGS QUAD   -  BEVERLY (1979)
 GA2804
 GA2804                         *CURRENT SURVEY CONTROL
 GA2804  ___________________________________________________________________
 GA2804* NAD 83(1986)-  36 55 24.     (N)    083 34 01.     (W)     SCALED    
 GA2804* NAVD 88     -       509.678  (meters)    1672.17   (feet)  ADJUSTED  
 GA2804  ___________________________________________________________________
 GA2804  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA2804  DYNAMIC HT  -         509.251 (meters)    1670.77  (feet)  COMP
 GA2804  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 GA2804
 GA2804  VERT ORDER  -  SECOND    CLASS 0
 GA2804
 GA2804.The horizontal coordinates were scaled from a topographic map and have
 GA2804.an estimated accuracy of +/- 6 seconds.
 GA2804
 GA2804.The orthometric height was determined by differential leveling
 GA2804.and adjusted by the National Geodetic Survey in June 1991..
 GA2804
 GA2804.The geoid height was determined by GEOID03.
 GA2804
 GA2804.The dynamic height is computed by dividing the NAVD 88
 GA2804.geopotential number by the normal gravity value computed on the
 GA2804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2804.degrees latitude (g = 980.6199 gals.).
 GA2804
 GA2804.The modeled gravity was interpolated from observed gravity values.
 GA2804
 GA2804;                    North         East    Units  Estimated Accuracy
 GA2804;SPC KY1Z     - 1,067,760.    1,694,500.      MT  (+/- 180 meters Scaled)
 GA2804
 GA2804                          SUPERSEDED SURVEY CONTROL
 GA2804
 GA2804  NGVD 29 (??/??/92)  509.829  (m)         1672.66   (f) ADJ UNCH    2 0
 GA2804
 GA2804.Superseded values are not recommended for survey control.
 GA2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2804.See file dsdata.txt to determine how the superseded data were derived.
 GA2804
 GA2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA713894(NAD 83)
 GA2804_MARKER: DB = BENCH MARK DISK
 GA2804_SETTING: 66 = SET IN ROCK OUTCROP
 GA2804_SP_SET: SET IN ROCK OUTCROP
 GA2804_STAMPING: K 265 1951 1672.664
 GA2804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2804+STABILITY: POSITION/ELEVATION WELL
 GA2804
 GA2804  HISTORY     - Date     Condition        Report By
 GA2804  HISTORY     - 1951     MONUMENTED       CGS
 GA2804  HISTORY     - 1957     GOOD             NGS
 GA2804  HISTORY     - 1977     MARK NOT FOUND   USGS
 GA2804
 GA2804                          STATION DESCRIPTION
 GA2804
 GA2804'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2804'2.4 MI SW FROM BEVERLY.
 GA2804'2.35 MILES SOUTHWEST ALONG STATE HIGHWAY 66 FROM RED BIRD
 GA2804'MISSION HOSPITAL AT BEVERLY, ABOUT 0.7 MILE NORTHEAST OF THE TOP
 GA2804'OF A MOUNTAIN, ABOUT 0.55 MILE SOUTHWEST OF A 35-FOOT CONCRETE
 GA2804'BRIDGE OVER A SMALL CREEK, ON THE INSIDE OF A LONG CURVE WITH
 GA2804'TANGENTS EXTENDING SOUTH AND EAST, IN THE TOP OF BOTTOM LEDGE OF
 GA2804'A ROCK CUT, 18 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 4 1/2
 GA2804'FEET EAST OF SOUTH END OF A 20-INCH PIPE CULVERT, 1/2 FOOT
 GA2804'SOUTHEAST OF NORTHWEST EDGE OF ROCK AND ABOUT 2 FEET ABOVE LEVEL
 GA2804'OF HIGHWAY.
 GA2804
 GA2804                          STATION RECOVERY (1957)
 GA2804
 GA2804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2804'RECOVERED IN GOOD CONDITION.
 GA2804
 GA2804                          STATION RECOVERY (1977)
 GA2804
 GA2804'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GA2804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2156 ***********************************************************************
 GB2156  DESIGNATION -  K 266
 GB2156  PID         -  GB2156
 GB2156  STATE/COUNTY-  KY/MONROE
 GB2156  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB2156
 GB2156                         *CURRENT SURVEY CONTROL
 GB2156  ___________________________________________________________________
 GB2156* NAD 83(1986)-  36 42 52.     (N)    085 38 20.     (W)     SCALED    
 GB2156* NAVD 88     -       295.287  (meters)     968.79   (feet)  ADJUSTED  
 GB2156  ___________________________________________________________________
 GB2156  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB2156  DYNAMIC HT  -         295.039 (meters)     967.97  (feet)  COMP
 GB2156  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 GB2156
 GB2156  VERT ORDER  -  SECOND    CLASS 0
 GB2156
 GB2156.The horizontal coordinates were scaled from a topographic map and have
 GB2156.an estimated accuracy of +/- 6 seconds.
 GB2156
 GB2156.The orthometric height was determined by differential leveling
 GB2156.and adjusted by the National Geodetic Survey in June 1991..
 GB2156
 GB2156.The geoid height was determined by GEOID03.
 GB2156
 GB2156.The dynamic height is computed by dividing the NAVD 88
 GB2156.geopotential number by the normal gravity value computed on the
 GB2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2156.degrees latitude (g = 980.6199 gals.).
 GB2156
 GB2156.The modeled gravity was interpolated from observed gravity values.
 GB2156
 GB2156;                    North         East    Units  Estimated Accuracy
 GB2156;SPC KY1Z     - 1,042,310.    1,509,930.      MT  (+/- 180 meters Scaled)
 GB2156
 GB2156                          SUPERSEDED SURVEY CONTROL
 GB2156
 GB2156  NGVD 29 (??/??/92)  295.412  (m)          969.20   (f) ADJ UNCH    2 0
 GB2156
 GB2156.Superseded values are not recommended for survey control.
 GB2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2156.See file dsdata.txt to determine how the superseded data were derived.
 GB2156
 GB2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF215640(NAD 83)
 GB2156_MARKER: DB = BENCH MARK DISK
 GB2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2156_STAMPING: K 266 1951
 GB2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2156+STABILITY: SURFACE MOTION
 GB2156
 GB2156  HISTORY     - Date     Condition        Report By
 GB2156  HISTORY     - 1951     MONUMENTED       CGS
 GB2156
 GB2156                          STATION DESCRIPTION
 GB2156
 GB2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2156'3.3 MI NE FROM TOMPKINSVILLE.
 GB2156'ABOUT 3.3 MILES NORTHEAST ALONG STATE HIGHWAY 100 FROM THE
 GB2156'JUNCTION OF STATE HIGHWAY 163 AT TOMPKINSVILLE, ABOUT 1.0 MILE
 GB2156'EAST OF LYONS CHAPEL CHURCH, AT BOTTOM OF GRADES, 28 FEET NORTH
 GB2156'OF CENTERLINE OF HIGHWAY, 1 1/2 FEET SOUTH OF FENCE LINE, 58
 GB2156'FEET WEST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 GB2156'15-INCH PIPE CULVERT UNDER HIGHWAY, 2 FEET WEST OF A WHITE
 GB2156'WOODEN WITNESS POST, 1 FOOT ABOVE HIGHWAY AND SET IN THE TOP OF
 GB2156'A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2128 ***********************************************************************
 GB2128  DESIGNATION -  K 267
 GB2128  PID         -  GB2128
 GB2128  STATE/COUNTY-  KY/MONROE
 GB2128  USGS QUAD   -  SULPHUR LICK (1982)
 GB2128
 GB2128                         *CURRENT SURVEY CONTROL
 GB2128  ___________________________________________________________________
 GB2128* NAD 83(1986)-  36 47 32.     (N)    085 39 14.     (W)     SCALED    
 GB2128* NAVD 88     -       302.917  (meters)     993.82   (feet)  ADJUSTED  
 GB2128  ___________________________________________________________________
 GB2128  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GB2128  DYNAMIC HT  -         302.666 (meters)     993.00  (feet)  COMP
 GB2128  MODELED GRAV-     979,793.8   (mgal)                       NAVD 88
 GB2128
 GB2128  VERT ORDER  -  SECOND    CLASS 0
 GB2128
 GB2128.The horizontal coordinates were scaled from a topographic map and have
 GB2128.an estimated accuracy of +/- 6 seconds.
 GB2128
 GB2128.The orthometric height was determined by differential leveling
 GB2128.and adjusted by the National Geodetic Survey in June 1991..
 GB2128
 GB2128.The geoid height was determined by GEOID03.
 GB2128
 GB2128.The dynamic height is computed by dividing the NAVD 88
 GB2128.geopotential number by the normal gravity value computed on the
 GB2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2128.degrees latitude (g = 980.6199 gals.).
 GB2128
 GB2128.The modeled gravity was interpolated from observed gravity values.
 GB2128
 GB2128;                    North         East    Units  Estimated Accuracy
 GB2128;SPC KY1Z     - 1,050,940.    1,508,580.      MT  (+/- 180 meters Scaled)
 GB2128
 GB2128                          SUPERSEDED SURVEY CONTROL
 GB2128
 GB2128  NGVD 29 (??/??/92)  303.046  (m)          994.24   (f) ADJ UNCH    2 0
 GB2128
 GB2128.Superseded values are not recommended for survey control.
 GB2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2128.See file dsdata.txt to determine how the superseded data were derived.
 GB2128
 GB2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF201726(NAD 83)
 GB2128_MARKER: DB = BENCH MARK DISK
 GB2128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB2128_SP_SET: CULVERT
 GB2128_STAMPING: K 267 1951
 GB2128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2128
 GB2128  HISTORY     - Date     Condition        Report By
 GB2128  HISTORY     - 1951     MONUMENTED       CGS
 GB2128
 GB2128                          STATION DESCRIPTION
 GB2128
 GB2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2128'8.5 MI NE FROM TOMPKINSVILLE.
 GB2128'ABOUT 6.65 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE COURT
 GB2128'HOUSE AT TOMPKINSVILLE, THENCE ABOUT 1.8 MILES EAST ALONG A
 GB2128'GRAVEL ROAD, THENCE ABOUT 0.05 MILE NORTH ALONG A GRAVEL ROAD,
 GB2128'IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF AN 8-FOOT
 GB2128'CONCRETE CULVERT FOR A BRANCH OF SKAGGS CREEK, 15 FEET WEST OF
 GB2128'CENTER LINE OF ROAD NORTH AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2175 ***********************************************************************
 GB2175  DESIGNATION -  K 268
 GB2175  PID         -  GB2175
 GB2175  STATE/COUNTY-  KY/MONROE
 GB2175  USGS QUAD   -  VERNON (1981)
 GB2175
 GB2175                         *CURRENT SURVEY CONTROL
 GB2175  ___________________________________________________________________
 GB2175* NAD 83(1986)-  36 38 39.     (N)    085 34 12.     (W)     SCALED    
 GB2175* NAVD 88     -       274.182  (meters)     899.55   (feet)  ADJUSTED  
 GB2175  ___________________________________________________________________
 GB2175  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB2175  DYNAMIC HT  -         273.953 (meters)     898.79  (feet)  COMP
 GB2175  MODELED GRAV-     979,789.3   (mgal)                       NAVD 88
 GB2175
 GB2175  VERT ORDER  -  SECOND    CLASS 0
 GB2175
 GB2175.The horizontal coordinates were scaled from a topographic map and have
 GB2175.an estimated accuracy of +/- 6 seconds.
 GB2175
 GB2175.The orthometric height was determined by differential leveling
 GB2175.and adjusted by the National Geodetic Survey in June 1991..
 GB2175
 GB2175.The geoid height was determined by GEOID03.
 GB2175
 GB2175.The dynamic height is computed by dividing the NAVD 88
 GB2175.geopotential number by the normal gravity value computed on the
 GB2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2175.degrees latitude (g = 980.6199 gals.).
 GB2175
 GB2175.The modeled gravity was interpolated from observed gravity values.
 GB2175
 GB2175;                    North         East    Units  Estimated Accuracy
 GB2175;SPC KY1Z     - 1,034,520.    1,516,100.      MT  (+/- 180 meters Scaled)
 GB2175
 GB2175                          SUPERSEDED SURVEY CONTROL
 GB2175
 GB2175  NGVD 29 (??/??/92)  274.302  (m)          899.94   (f) ADJ UNCH    2 0
 GB2175
 GB2175.Superseded values are not recommended for survey control.
 GB2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2175.See file dsdata.txt to determine how the superseded data were derived.
 GB2175
 GB2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF278563(NAD 83)
 GB2175_MARKER: DB = BENCH MARK DISK
 GB2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2175_STAMPING: K 268 1951
 GB2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2175+STABILITY: SURFACE MOTION
 GB2175
 GB2175  HISTORY     - Date     Condition        Report By
 GB2175  HISTORY     - 1951     MONUMENTED       CGS
 GB2175
 GB2175                          STATION DESCRIPTION
 GB2175
 GB2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2175'4 MI NW FROM VERNON.
 GB2175'ABOUT 3.95 MILES NORTHWEST AND WEST ALONG STATE HIGHWAY 216 FROM
 GB2175'THE POST OFFICE AT VERNON, ABOUT 3.8 MILES EAST ALONG STATE
 GB2175'HIGHWAY 216 FROM THE JUNCTION OF STATE HIGHWAY 163 AT HESTAND,
 GB2175'ABOUT 0.4 MILE NORTHEAST OF A STORE AND A ROAD SOUTH TO A SCHOOL,
 GB2175'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTHWEST
 GB2175'AND EAST, 32 FEET NORTHWEST OF CENTER LINE OF ROAD, 3 FEET
 GB2175'EAST OF A WIRE FENCE, 67 1/2 FEET SOUTH-SOUTHWEST OF A POWER POLE
 GB2175'FROM WHICH LINE CROSSES HIGHWAY, 2 FEET WEST OF A WHITE WOODEN
 GB2175'WITNESS POST, ABOUT 1 FOOT ABOVE HIGHWAY AND SET IN THE TOP OF A
 GB2175'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1051 ***********************************************************************
 GB1051  DESIGNATION -  K 269
 GB1051  PID         -  GB1051
 GB1051  STATE/COUNTY-  KY/MCCREARY
 GB1051  USGS QUAD   -  BARTHELL (1982)
 GB1051
 GB1051                         *CURRENT SURVEY CONTROL
 GB1051  ___________________________________________________________________
 GB1051* NAD 83(1986)-  36 39 57.     (N)    084 37 00.     (W)     SCALED    
 GB1051* NAVD 88     -       267.354  (meters)     877.14   (feet)  ADJUSTED  
 GB1051  ___________________________________________________________________
 GB1051  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GB1051  DYNAMIC HT  -         267.139 (meters)     876.44  (feet)  COMP
 GB1051  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GB1051
 GB1051  VERT ORDER  -  SECOND    CLASS 0
 GB1051
 GB1051.The horizontal coordinates were scaled from a topographic map and have
 GB1051.an estimated accuracy of +/- 6 seconds.
 GB1051
 GB1051.The orthometric height was determined by differential leveling
 GB1051.and adjusted by the National Geodetic Survey in June 1991..
 GB1051
 GB1051.The geoid height was determined by GEOID03.
 GB1051
 GB1051.The dynamic height is computed by dividing the NAVD 88
 GB1051.geopotential number by the normal gravity value computed on the
 GB1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1051.degrees latitude (g = 980.6199 gals.).
 GB1051
 GB1051.The modeled gravity was interpolated from observed gravity values.
 GB1051
 GB1051;                    North         East    Units  Estimated Accuracy
 GB1051;SPC KY1Z     - 1,037,520.    1,601,330.      MT  (+/- 180 meters Scaled)
 GB1051
 GB1051                          SUPERSEDED SURVEY CONTROL
 GB1051
 GB1051  NGVD 29 (??/??/92)  267.498  (m)          877.62   (f) ADJ UNCH    2 0
 GB1051
 GB1051.Superseded values are not recommended for survey control.
 GB1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1051.See file dsdata.txt to determine how the superseded data were derived.
 GB1051
 GB1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF130604(NAD 83)
 GB1051_MARKER: DB = BENCH MARK DISK
 GB1051_SETTING: 80 = SET IN A BOULDER
 GB1051_SP_SET: BOULDER
 GB1051_STAMPING: K 269 1951 877.616
 GB1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1051+STABILITY: SURFACE MOTION
 GB1051
 GB1051  HISTORY     - Date     Condition        Report By
 GB1051  HISTORY     - 1951     MONUMENTED       CGS
 GB1051  HISTORY     - 1957     GOOD             NGS
 GB1051
 GB1051                          STATION DESCRIPTION
 GB1051
 GB1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1051'3.4 MI E FROM BELL FARM.
 GB1051'ABOUT 3.4 MILES EAST ALONG THE KENTUCKY AND TENNESSEE RAILROAD FROM
 GB1051'THE POST OFFICE AND COMMISSARY AT BELL FARM, ABOUT 0.75 MILE WEST
 GB1051'OF WINCHESTER CEMETERY, SET VERTICALLY ABOUT 2 FEET ABOVE GROUND
 GB1051'NEAR THE SOUTHEAST END OF VERTICAL SOUTHWEST FACE OF A VERY LARGE
 GB1051'SANDSTONE BOULDER, 28 FEET NORTHEAST OF NORTHEAST RAIL AND ABOUT
 GB1051'3 FEET ABOVE LEVEL OF TRACK.
 GB1051
 GB1051                          STATION RECOVERY (1957)
 GB1051
 GB1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1033 ***********************************************************************
 GB1033  DESIGNATION -  K 270
 GB1033  PID         -  GB1033
 GB1033  STATE/COUNTY-  KY/MCCREARY
 GB1033  USGS QUAD   -  BARTHELL (1982)
 GB1033
 GB1033                         *CURRENT SURVEY CONTROL
 GB1033  ___________________________________________________________________
 GB1033* NAD 83(1986)-  36 42 17.     (N)    084 30 23.     (W)     SCALED    
 GB1033* NAVD 88     -       389.971  (meters)    1279.43   (feet)  ADJUSTED  
 GB1033  ___________________________________________________________________
 GB1033  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GB1033  DYNAMIC HT  -         389.657 (meters)    1278.40  (feet)  COMP
 GB1033  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 GB1033
 GB1033  VERT ORDER  -  SECOND    CLASS 0
 GB1033
 GB1033.The horizontal coordinates were scaled from a topographic map and have
 GB1033.an estimated accuracy of +/- 6 seconds.
 GB1033
 GB1033.The orthometric height was determined by differential leveling
 GB1033.and adjusted by the National Geodetic Survey in June 1991..
 GB1033
 GB1033.The geoid height was determined by GEOID03.
 GB1033
 GB1033.The dynamic height is computed by dividing the NAVD 88
 GB1033.geopotential number by the normal gravity value computed on the
 GB1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1033.degrees latitude (g = 980.6199 gals.).
 GB1033
 GB1033.The modeled gravity was interpolated from observed gravity values.
 GB1033
 GB1033;                    North         East    Units  Estimated Accuracy
 GB1033;SPC KY1Z     - 1,041,960.    1,611,130.      MT  (+/- 180 meters Scaled)
 GB1033
 GB1033                          SUPERSEDED SURVEY CONTROL
 GB1033
 GB1033  NGVD 29 (??/??/92)  390.112  (m)         1279.89   (f) ADJ UNCH    2 0
 GB1033
 GB1033.Superseded values are not recommended for survey control.
 GB1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1033.See file dsdata.txt to determine how the superseded data were derived.
 GB1033
 GB1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF227650(NAD 83)
 GB1033_MARKER: DB = BENCH MARK DISK
 GB1033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1033_SP_SET: CULVERT
 GB1033_STAMPING: K 270 1951 1279.892
 GB1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1033
 GB1033  HISTORY     - Date     Condition        Report By
 GB1033  HISTORY     - 1951     MONUMENTED       CGS
 GB1033  HISTORY     - 1957     GOOD             NGS
 GB1033
 GB1033                          STATION DESCRIPTION
 GB1033
 GB1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1033'1.6 MI W FROM STEARNS.
 GB1033'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 92 FROM THE JUNCTION
 GB1033'OF U.S. HIGHWAY 27 AT STEARNS, ABOUT 0.55 MILE WEST OF JUNCTION
 GB1033'OF STATE HIGHWAY 478 LEADING NORTH, ABOUT 70 YARDS WEST OF
 GB1033'PLEASANT ROCK BAPTIST CHURCH, ABOUT 0.15 MILE EAST OF JUNCTION
 GB1033'OF BLACK TOP ROAD WEST, IN THE TOP AND 1 1/2-FEET EAST OF WEST
 GB1033'END OF NORTH CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT, 19
 GB1033'FEET NORTH OF CENTER LINE OF HIGHWAY, 18 FEET WEST OF CENTER LINE
 GB1033'OF A DRIVE NORTH TO A HOUSE AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 GB1033'HIGHWAY.
 GB1033
 GB1033                          STATION RECOVERY (1957)
 GB1033
 GB1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0680 ***********************************************************************
 GY0680  DESIGNATION -  K 271
 GY0680  PID         -  GY0680
 GY0680  STATE/COUNTY-  KY/PIKE
 GY0680  USGS QUAD   -  LICK CREEK (1978)
 GY0680
 GY0680                         *CURRENT SURVEY CONTROL
 GY0680  ___________________________________________________________________
 GY0680* NAD 83(1986)-  37 29 09.     (N)    082 16 36.     (W)     SCALED    
 GY0680* NAVD 88     -       344.426  (meters)    1130.00   (feet)  ADJUSTED  
 GY0680  ___________________________________________________________________
 GY0680  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY0680  DYNAMIC HT  -         344.157 (meters)    1129.12  (feet)  COMP
 GY0680  MODELED GRAV-     979,838.3   (mgal)                       NAVD 88
 GY0680
 GY0680  VERT ORDER  -  SECOND    CLASS 0
 GY0680
 GY0680.The horizontal coordinates were scaled from a topographic map and have
 GY0680.an estimated accuracy of +/- 6 seconds.
 GY0680
 GY0680.The orthometric height was determined by differential leveling
 GY0680.and adjusted by the National Geodetic Survey in June 1991..
 GY0680
 GY0680.The geoid height was determined by GEOID03.
 GY0680
 GY0680.The dynamic height is computed by dividing the NAVD 88
 GY0680.geopotential number by the normal gravity value computed on the
 GY0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0680.degrees latitude (g = 980.6199 gals.).
 GY0680
 GY0680.The modeled gravity was interpolated from observed gravity values.
 GY0680
 GY0680;                    North         East    Units  Estimated Accuracy
 GY0680;SPC KY1Z     - 1,133,620.    1,807,100.      MT  (+/- 180 meters Scaled)
 GY0680
 GY0680                          SUPERSEDED SURVEY CONTROL
 GY0680
 GY0680  NGVD 29 (??/??/92)  344.627  (m)         1130.66   (f) ADJ UNCH    2 0
 GY0680
 GY0680.Superseded values are not recommended for survey control.
 GY0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0680.See file dsdata.txt to determine how the superseded data were derived.
 GY0680
 GY0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB871495(NAD 83)
 GY0680_MARKER: DB = BENCH MARK DISK
 GY0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0680_STAMPING: K 271 1952 1130.664
 GY0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0680+STABILITY: SURFACE MOTION
 GY0680
 GY0680  HISTORY     - Date     Condition        Report By
 GY0680  HISTORY     - 1952     MONUMENTED       CGS
 GY0680  HISTORY     - 1956     GOOD             NGS
 GY0680  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY0680  HISTORY     - 20030416 MARK NOT FOUND   KYDT
 GY0680
 GY0680                          STATION DESCRIPTION
 GY0680
 GY0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0680'6.6 MI W FROM COLEMAN.
 GY0680'6.65 MILES WEST ALONG STATE HIGHWAY 632 FROM THE SCHOOL AT
 GY0680'COLEMAN, 0.25 MILE WEST OF A SCHOOL, 0.75 MILE EAST OF JUNCTION
 GY0680'OF A ROAD SOUTH, 23 FEET NORTHEAST OF CENTER OF ROAD, 88.5 FEET
 GY0680'NORTH AND ACROSS HIGHWAY FROM NORTH CORNER OF THE ULAN JUSTICE
 GY0680'HOME, 22.5 FEET EAST OF SOUTHEAST END OF NORTHEAST CONCRETE
 GY0680'HEAD WALL OF A 24-INCH PIPE CULVERT, ABOUT 25 YARDS SOUTHWEST
 GY0680'OF SOUTHWEST EDGE OF A SAW DUST PILE, 1.5 FEET NORTHWEST OF A WHITE
 GY0680'WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 GY0680'CONCRETE POST PROJECTING 4 INCHES.
 GY0680
 GY0680                          STATION RECOVERY (1976)
 GY0680
 GY0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY0680'MARK NOT FOUND.
 GY0680
 GY0680                          STATION RECOVERY (2003)
 GY0680
 GY0680'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GY0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1640 ***********************************************************************
 GA1640  DESIGNATION -  K 272
 GA1640  PID         -  GA1640
 GA1640  STATE/COUNTY-  KY/LESLIE
 GA1640  USGS QUAD   -  HELTON (1983)
 GA1640
 GA1640                         *CURRENT SURVEY CONTROL
 GA1640  ___________________________________________________________________
 GA1640* NAD 83(1986)-  36 55 24.     (N)    083 26 47.     (W)     SCALED    
 GA1640* NAVD 88     -       406.482  (meters)    1333.60   (feet)  ADJUSTED  
 GA1640  ___________________________________________________________________
 GA1640  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1640  DYNAMIC HT  -         406.138 (meters)    1332.47  (feet)  COMP
 GA1640  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 GA1640
 GA1640  VERT ORDER  -  SECOND    CLASS 0
 GA1640
 GA1640.The horizontal coordinates were scaled from a topographic map and have
 GA1640.an estimated accuracy of +/- 6 seconds.
 GA1640
 GA1640.The orthometric height was determined by differential leveling
 GA1640.and adjusted by the National Geodetic Survey in June 1991..
 GA1640
 GA1640.The geoid height was determined by GEOID03.
 GA1640
 GA1640.The dynamic height is computed by dividing the NAVD 88
 GA1640.geopotential number by the normal gravity value computed on the
 GA1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1640.degrees latitude (g = 980.6199 gals.).
 GA1640
 GA1640.The modeled gravity was interpolated from observed gravity values.
 GA1640
 GA1640;                    North         East    Units  Estimated Accuracy
 GA1640;SPC KY1Z     - 1,068,020.    1,705,240.      MT  (+/- 180 meters Scaled)
 GA1640
 GA1640                          SUPERSEDED SURVEY CONTROL
 GA1640
 GA1640  NGVD 29 (??/??/92)  406.632  (m)         1334.09   (f) ADJ UNCH    2 0
 GA1640
 GA1640.Superseded values are not recommended for survey control.
 GA1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1640.See file dsdata.txt to determine how the superseded data were derived.
 GA1640
 GA1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA820891(NAD 83)
 GA1640_MARKER: DB = BENCH MARK DISK
 GA1640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1640_SP_SET: STEP
 GA1640_STAMPING: K 272 1952 1334.092
 GA1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1640
 GA1640  HISTORY     - Date     Condition        Report By
 GA1640  HISTORY     - 1952     MONUMENTED       CGS
 GA1640  HISTORY     - 1956     GOOD             NGS
 GA1640
 GA1640                          STATION DESCRIPTION
 GA1640
 GA1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1640'2.2 MI NE FROM SAYLOR.
 GA1640'ABOUT 2.15 MILES NORTHEAST ALONG A ROAD FOLLOWING MIDDLE FORK OF
 GA1640'KENTUCKY RIVER FROM THE POST OFFICE AT SAYLOR, AT THE JUNCTION OF
 GA1640'A GRAVEL ROAD LEADING EAST TO HELTON, SET IN THE TOP OF THE SECOND
 GA1640'STEP FROM TOP AT THE SOUTHEAST END OF THE SOUTHWEST STONE ABUTMENT
 GA1640'OF A 60-FOOT WOODEN BRIDGE OVER SPRUCEPINE CREEK, ABOUT 60 YARDS
 GA1640'SOUTHEAST OF CONFLUENCE OF SPRUCEPINE CREEK AND MIDDLE FORK OF
 GA1640'KENTUCKY RIVER, 11 FEET SOUTHEAST OF CENTER LINE OF ROAD, ABOUT
 GA1640'40 YARDS SOUTHWEST OF CENTER OF JUNCTION AND ABOUT 2 FEET BELOW
 GA1640'LEVEL OF ROAD.
 GA1640
 GA1640                          STATION RECOVERY (1956)
 GA1640
 GA1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2772 ***********************************************************************
 GA2772  DESIGNATION -  K 273
 GA2772  PID         -  GA2772
 GA2772  STATE/COUNTY-  KY/BELL
 GA2772  USGS QUAD   -  VARILLA (1991)
 GA2772
 GA2772                         *CURRENT SURVEY CONTROL
 GA2772  ___________________________________________________________________
 GA2772* NAD 83(1986)-  36 42 19.     (N)    083 33 00.     (W)     SCALED    
 GA2772* NAVD 88     -       341.964  (meters)    1121.93   (feet)  ADJUSTED  
 GA2772  ___________________________________________________________________
 GA2772  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GA2772  DYNAMIC HT  -         341.667 (meters)    1120.95  (feet)  COMP
 GA2772  MODELED GRAV-     979,752.0   (mgal)                       NAVD 88
 GA2772
 GA2772  VERT ORDER  -  SECOND    CLASS 0
 GA2772
 GA2772.The horizontal coordinates were scaled from a topographic map and have
 GA2772.an estimated accuracy of +/- 6 seconds.
 GA2772
 GA2772.The orthometric height was determined by differential leveling
 GA2772.and adjusted by the National Geodetic Survey in June 1991..
 GA2772
 GA2772.The geoid height was determined by GEOID03.
 GA2772
 GA2772.The dynamic height is computed by dividing the NAVD 88
 GA2772.geopotential number by the normal gravity value computed on the
 GA2772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2772.degrees latitude (g = 980.6199 gals.).
 GA2772
 GA2772.The modeled gravity was interpolated from observed gravity values.
 GA2772
 GA2772;                    North         East    Units  Estimated Accuracy
 GA2772;SPC KY1Z     - 1,043,600.    1,696,580.      MT  (+/- 180 meters Scaled)
 GA2772
 GA2772                          SUPERSEDED SURVEY CONTROL
 GA2772
 GA2772  NGVD 29 (??/??/92)  342.114  (m)         1122.42   (f) ADJ UNCH    2 0
 GA2772
 GA2772.Superseded values are not recommended for survey control.
 GA2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2772.See file dsdata.txt to determine how the superseded data were derived.
 GA2772
 GA2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA722652(NAD 83)
 GA2772_MARKER: DB = BENCH MARK DISK
 GA2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2772_STAMPING: K 273 1952 1122.419
 GA2772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2772+STABILITY: SURFACE MOTION
 GA2772
 GA2772  HISTORY     - Date     Condition        Report By
 GA2772  HISTORY     - 1952     MONUMENTED       CGS
 GA2772  HISTORY     - 1974     MARK NOT FOUND   USGS
 GA2772
 GA2772                          STATION DESCRIPTION
 GA2772
 GA2772'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA2772'6 MI SE FROM MIRACLE.
 GA2772'6.0 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING BROWNIES CREEK
 GA2772'FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AND
 GA2772'BRIDGE OVER CUMBERLAND RIVER AT MIRACLE, AT THE JUNCTION OF A
 GA2772'ROAD SOUTHWEST, ABOUT 95 YARDS NORTHEAST OF NORTHEAST CORNER OF A
 GA2772'2-STORY SCHOOL BUILDING, 63 FEET SOUTH OF EAST CORNER OF A 45-FOOT
 GA2772'WOODEN BRIDGE OVER BROWNIES CREEK (BRIDGE IS ON ROAD LEADING
 GA2772'SOUTHWEST), 169 FEET SOUTH AND ACROSS CREEK FROM CENTER OF
 GA2772'JUNCTION, 23 FEET SOUTHEAST OF CENTER LINE OF ROAD SOUTHWEST,
 GA2772'26 FEET NORTH OF A 12-INCH PINE TREE, 2 FEET NORTHWEST OF A WHITE
 GA2772'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 GA2772'OF A CONCRETE POST PROJECTING 2 INCHES.
 GA2772
 GA2772                          STATION RECOVERY (1974)
 GA2772
 GA2772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GA2772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2373 ***********************************************************************
 GY2373  DESIGNATION -  K 277
 GY2373  PID         -  GY2373
 GY2373  STATE/COUNTY-  KY/LESLIE
 GY2373  USGS QUAD   -  CUTSHIN (1980)
 GY2373
 GY2373                         *CURRENT SURVEY CONTROL
 GY2373  ___________________________________________________________________
 GY2373* NAD 83(1986)-  37 00 38.     (N)    083 18 41.     (W)     SCALED    
 GY2373* NAVD 88     -       373.516  (meters)    1225.44   (feet)  ADJUSTED  
 GY2373  ___________________________________________________________________
 GY2373  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GY2373  DYNAMIC HT  -         373.204 (meters)    1224.42  (feet)  COMP
 GY2373  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GY2373
 GY2373  VERT ORDER  -  SECOND    CLASS 0
 GY2373
 GY2373.The horizontal coordinates were scaled from a topographic map and have
 GY2373.an estimated accuracy of +/- 6 seconds.
 GY2373
 GY2373.The orthometric height was determined by differential leveling
 GY2373.and adjusted by the National Geodetic Survey in June 1991..
 GY2373
 GY2373.The geoid height was determined by GEOID03.
 GY2373
 GY2373.The dynamic height is computed by dividing the NAVD 88
 GY2373.geopotential number by the normal gravity value computed on the
 GY2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2373.degrees latitude (g = 980.6199 gals.).
 GY2373
 GY2373.The modeled gravity was interpolated from observed gravity values.
 GY2373
 GY2373;                    North         East    Units  Estimated Accuracy
 GY2373;SPC KY1Z     - 1,078,000.    1,717,010.      MT  (+/- 180 meters Scaled)
 GY2373
 GY2373                          SUPERSEDED SURVEY CONTROL
 GY2373
 GY2373  NGVD 29 (??/??/92)  373.668  (m)         1225.94   (f) ADJ UNCH    2 0
 GY2373
 GY2373.Superseded values are not recommended for survey control.
 GY2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2373.See file dsdata.txt to determine how the superseded data were derived.
 GY2373
 GY2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA943985(NAD 83)
 GY2373_MARKER: DB = BENCH MARK DISK
 GY2373_SETTING: 66 = SET IN ROCK OUTCROP
 GY2373_SP_SET: ROCK OUTCROP
 GY2373_STAMPING: K 277 1952 1225.942
 GY2373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2373+STABILITY: POSITION/ELEVATION WELL
 GY2373
 GY2373  HISTORY     - Date     Condition        Report By
 GY2373  HISTORY     - 1952     MONUMENTED       CGS
 GY2373  HISTORY     - 1956     POOR             NGS
 GY2373  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2373
 GY2373                          STATION DESCRIPTION
 GY2373
 GY2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2373'6.2 MI E FROM CHAPPELL.
 GY2373'ABOUT 3.55 MILES SOUTHEAST ALONG A GRAVEL ROAD AND ABOUT 0.6
 GY2373'MILE NORTHEAST ALONG A DIRT ROAD FOLLOWING GREASY CREEK FROM THE
 GY2373'POST OFFICE AT CHAPPELL, THENCE ABOUT 2.0 MILES NORTHEAST ALONG
 GY2373'WHITE OAK CREEK ROAD, AT THE JUNCTION OF A DIM ROAD NORTHWEST, IN
 GY2373'THE TOP OF A FLAT OUTCROP OF ROCK WHICH IS IN THE NORTHEAST TRACK
 GY2373'OF ROAD NORTHWEST, 27 FEET WEST OF CENTER LINE OF WHITE OAK CREEK
 GY2373'ROAD, 8 FEET NORTHEAST OF CENTER LINE OF ROAD NORTHWEST, 3 FEET
 GY2373'SOUTHEAST OF A 12-INCH PINE TREE, 3 FEET SOUTHWEST OF A 12-INCH
 GY2373'PINE TREE, 21 FEET NORTH-NORTHEAST AND ACROSS ROAD NORTHWEST
 GY2373'FROM A 36-INCH BEECH TREE AND ABOUT 2 FEET ABOVE ROAD.
 GY2373
 GY2373                          STATION RECOVERY (1956)
 GY2373
 GY2373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2373'MARK RECOVERED IN POOR CONDITION.
 GY2373
 GY2373                          STATION RECOVERY (1977)
 GY2373
 GY2373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1108 ***********************************************************************
 GY1108  DESIGNATION -  K 278
 GY1108  PID         -  GY1108
 GY1108  STATE/COUNTY-  KY/FLOYD
 GY1108  USGS QUAD   -  MC DOWELL (1992)
 GY1108
 GY1108                         *CURRENT SURVEY CONTROL
 GY1108  ___________________________________________________________________
 GY1108* NAD 83(1986)-  37 22 43.     (N)    082 42 15.     (W)     SCALED    
 GY1108* NAVD 88     -       284.886  (meters)     934.66   (feet)  ADJUSTED  
 GY1108  ___________________________________________________________________
 GY1108  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GY1108  DYNAMIC HT  -         284.658 (meters)     933.92  (feet)  COMP
 GY1108  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 GY1108
 GY1108  VERT ORDER  -  SECOND    CLASS 0
 GY1108
 GY1108.The horizontal coordinates were scaled from a topographic map and have
 GY1108.an estimated accuracy of +/- 6 seconds.
 GY1108
 GY1108.The orthometric height was determined by differential leveling
 GY1108.and adjusted by the National Geodetic Survey in June 1991..
 GY1108
 GY1108.The geoid height was determined by GEOID03.
 GY1108
 GY1108.The dynamic height is computed by dividing the NAVD 88
 GY1108.geopotential number by the normal gravity value computed on the
 GY1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1108.degrees latitude (g = 980.6199 gals.).
 GY1108
 GY1108.The modeled gravity was interpolated from observed gravity values.
 GY1108
 GY1108;                    North         East    Units  Estimated Accuracy
 GY1108;SPC KY1Z     - 1,120,410.    1,769,700.      MT  (+/- 180 meters Scaled)
 GY1108
 GY1108                          SUPERSEDED SURVEY CONTROL
 GY1108
 GY1108  NGVD 29 (??/??/92)  285.062  (m)          935.24   (f) ADJ UNCH    2 0
 GY1108
 GY1108.Superseded values are not recommended for survey control.
 GY1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1108.See file dsdata.txt to determine how the superseded data were derived.
 GY1108
 GY1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB491382(NAD 83)
 GY1108_MARKER: DB = BENCH MARK DISK
 GY1108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1108_SP_SET: BRIDGE
 GY1108_STAMPING: K 278 1953 935.241
 GY1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1108
 GY1108  HISTORY     - Date     Condition        Report By
 GY1108  HISTORY     - 1953     MONUMENTED       CGS
 GY1108  HISTORY     - 1956     POOR             NGS
 GY1108  HISTORY     - 20040330 MARK NOT FOUND   KYDT
 GY1108
 GY1108                          STATION DESCRIPTION
 GY1108
 GY1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1108'1.7 MI E FROM HI HAT.
 GY1108'1.7 MILES EAST ALONG STATE HIGHWAY 979 FROM THE JUNCTION OF STATE
 GY1108'HIGHWAY 122 AT HI HAT, 0.45 MILE WEST OF LAMBERT SCHOOL, 37 YARDS
 GY1108'EAST OF THE CROSSING OF STATE HIGHWAY 979 AND C. AND O. RR., SET
 GY1108'IN THE TOP OF THE SOUTHWEST WING WALL OF THE CONCRETE AND STONE
 GY1108'BRIDGE WITH WOODEN DECK AND STEEL TRUSS OVER CLEAR CREEK, 12 FEET
 GY1108'SOUTH OF THE CENTER LINE OF HIGHWAY, AND ABOUT 3.5 FEET BELOW
 GY1108'LEVEL OF BRIDGE FLOOR.
 GY1108
 GY1108                          STATION RECOVERY (2004)
 GY1108
 GY1108'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1108'THIS BRIDGE WAS REBUILT AND WIDENED IN EARLY 1970'S, WINGWALL NO
 GY1108'LONGER HERE, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1076 ***********************************************************************
 GY1076  DESIGNATION -  K 279
 GY1076  PID         -  GY1076
 GY1076  STATE/COUNTY-  KY/FLOYD
 GY1076  USGS QUAD   -  WHEELWRIGHT (1992)
 GY1076
 GY1076                         *CURRENT SURVEY CONTROL
 GY1076  ___________________________________________________________________
 GY1076* NAD 83(1986)-  37 20 24.     (N)    082 41 37.     (W)     SCALED    
 GY1076* NAVD 88     -       315.459  (meters)    1034.97   (feet)  ADJUSTED  
 GY1076  ___________________________________________________________________
 GY1076  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GY1076  DYNAMIC HT  -         315.204 (meters)    1034.13  (feet)  COMP
 GY1076  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 GY1076
 GY1076  VERT ORDER  -  SECOND    CLASS 0
 GY1076
 GY1076.The horizontal coordinates were scaled from a topographic map and have
 GY1076.an estimated accuracy of +/- 6 seconds.
 GY1076
 GY1076.The orthometric height was determined by differential leveling
 GY1076.and adjusted by the National Geodetic Survey in June 1991..
 GY1076
 GY1076.The geoid height was determined by GEOID03.
 GY1076
 GY1076.The dynamic height is computed by dividing the NAVD 88
 GY1076.geopotential number by the normal gravity value computed on the
 GY1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1076.degrees latitude (g = 980.6199 gals.).
 GY1076
 GY1076.The modeled gravity was interpolated from observed gravity values.
 GY1076
 GY1076;                    North         East    Units  Estimated Accuracy
 GY1076;SPC KY1Z     - 1,116,160.    1,770,780.      MT  (+/- 180 meters Scaled)
 GY1076
 GY1076                          SUPERSEDED SURVEY CONTROL
 GY1076
 GY1076  NGVD 29 (??/??/92)  315.632  (m)         1035.54   (f) ADJ UNCH    2 0
 GY1076
 GY1076.Superseded values are not recommended for survey control.
 GY1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1076.See file dsdata.txt to determine how the superseded data were derived.
 GY1076
 GY1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB499339(NAD 83)
 GY1076_MARKER: DB = BENCH MARK DISK
 GY1076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1076_SP_SET: BRIDGE
 GY1076_STAMPING: K 279 1953 1035.536
 GY1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1076
 GY1076  HISTORY     - Date     Condition        Report By
 GY1076  HISTORY     - 1953     MONUMENTED       CGS
 GY1076  HISTORY     - 1956     GOOD             NGS
 GY1076  HISTORY     - 1979     GOOD             LOCENG
 GY1076
 GY1076                          STATION DESCRIPTION
 GY1076
 GY1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1076'0.8 MI S FROM MELVIN.
 GY1076'0.85 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY1076'CROSSING OF THE STATE HIGHWAY 466 AND JUNCTION OF STATE HIGHWAYS
 GY1076'122 AND 466 AT MELVIN, 1.0 MILE NORTH OF THE STATION AT WEEKSBURY,
 GY1076'0.35 MILE SOUTH OF MELVIN GRADE SCHOOL BRICK, SET IN THE TOP OF
 GY1076'THE EAST END OF THE BRIDGE SEAT OF SOUTH CONCRETE ABUTMENT OF
 GY1076'BRIDGE NO. 224 OVER LEFT FORK OF BEAVER CREEK, 3 1/2 RAILS SOUTH
 GY1076'OF CENTER OF A DIRT ROAD CROSSING, 9 FEET EAST OF THE EAST RAIL
 GY1076'AND ABOUT 4 FEET BELOW LEVEL OF TRACK.
 GY1076
 GY1076                          STATION RECOVERY (1979)
 GY1076
 GY1076'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 GY1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1000 ***********************************************************************
 GY1000  DESIGNATION -  K 28
 GY1000  PID         -  GY1000
 GY1000  STATE/COUNTY-  KY/LETCHER
 GY1000  USGS QUAD   -  WHITESBURG (1978)
 GY1000
 GY1000                         *CURRENT SURVEY CONTROL
 GY1000  ___________________________________________________________________
 GY1000* NAD 83(1986)-  37 02 43.     (N)    082 50 00.     (W)     SCALED    
 GY1000* NAVD 88     -       490.801  (meters)    1610.24   (feet)  ADJUSTED  
 GY1000  ___________________________________________________________________
 GY1000  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GY1000  DYNAMIC HT  -         490.369 (meters)    1608.82  (feet)  COMP
 GY1000  MODELED GRAV-     979,737.3   (mgal)                       NAVD 88
 GY1000
 GY1000  VERT ORDER  -  SECOND    CLASS 0
 GY1000
 GY1000.The horizontal coordinates were scaled from a topographic map and have
 GY1000.an estimated accuracy of +/- 6 seconds.
 GY1000
 GY1000.The orthometric height was determined by differential leveling
 GY1000.and adjusted by the National Geodetic Survey in June 1991..
 GY1000
 GY1000.The geoid height was determined by GEOID03.
 GY1000
 GY1000.The dynamic height is computed by dividing the NAVD 88
 GY1000.geopotential number by the normal gravity value computed on the
 GY1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1000.degrees latitude (g = 980.6199 gals.).
 GY1000
 GY1000.The modeled gravity was interpolated from observed gravity values.
 GY1000
 GY1000;                    North         East    Units  Estimated Accuracy
 GY1000;SPC KY1Z     - 1,083,070.    1,759,420.      MT  (+/- 180 meters Scaled)
 GY1000
 GY1000                          SUPERSEDED SURVEY CONTROL
 GY1000
 GY1000  NGVD 29 (??/??/92)  490.927  (m)         1610.65   (f) ADJ UNCH    2 0
 GY1000
 GY1000.Superseded values are not recommended for survey control.
 GY1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1000.See file dsdata.txt to determine how the superseded data were derived.
 GY1000
 GY1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB369014(NAD 83)
 GY1000_MARKER: DB = BENCH MARK DISK
 GY1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1000_STAMPING: K 28 1953
 GY1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1000+STABILITY: SURFACE MOTION
 GY1000
 GY1000  HISTORY     - Date     Condition        Report By
 GY1000  HISTORY     - 1934     MONUMENTED       CGS
 GY1000  HISTORY     - 1953     GOOD             NGS
 GY1000  HISTORY     - 1956     GOOD             NGS
 GY1000
 GY1000                          STATION DESCRIPTION
 GY1000
 GY1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GY1000'2.4 MI SW FROM OVEN FORK.
 GY1000'2.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION
 GY1000'OF STATE HIGHWAY 806 LEADING SOUTH TO EOLIA AT OVEN FORK, ABOUT
 GY1000'2.05 MILES SOUTHWEST OF THE POST OFFICE AT OVEN FORK, 26 FEET
 GY1000'WEST-NORTHWEST OF CENTER LINE OF HIGHWAY, 14 FEET NORTHWEST OF
 GY1000'CENTER OF WEST-NORTHWEST END OF AN 18-INCH PIPE CULVERT WITH
 GY1000'CONCRETE HEAD WALLS UNDER HIGHWAY, 4 FEET EAST OF THE EAST END
 GY1000'OF WOODEN STEPS LEADING TO A HOUSE WITH HIGH STONE FOUNDATION,
 GY1000'163 FEET SOUTHWEST OF SOUTHWEST END OF NORTHWEST HEAD WALL OF A
 GY1000'4-FOOT CONCRETE CULVERT FOR A CREEK BRANCH FROM THE NORTHWEST,
 GY1000'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GY1000'ABOUT FLUSH WITH GROUND.
 GY1000
 GY1000                          STATION RECOVERY (1956)
 GY1000
 GY1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2827 ***********************************************************************
 GA2827  DESIGNATION -  K 280
 GA2827  PID         -  GA2827
 GA2827  STATE/COUNTY-  KY/CLAY
 GA2827  USGS QUAD   -  BEVERLY (1979)
 GA2827
 GA2827                         *CURRENT SURVEY CONTROL
 GA2827  ___________________________________________________________________
 GA2827* NAD 83(1986)-  36 58 42.     (N)    083 37 13.     (W)     SCALED    
 GA2827* NAVD 88     -       343.641  (meters)    1127.43   (feet)  ADJUSTED  
 GA2827  ___________________________________________________________________
 GA2827  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA2827  DYNAMIC HT  -         343.357 (meters)    1126.50  (feet)  COMP
 GA2827  MODELED GRAV-     979,794.1   (mgal)                       NAVD 88
 GA2827
 GA2827  VERT ORDER  -  SECOND    CLASS 0
 GA2827
 GA2827.The horizontal coordinates were scaled from a topographic map and have
 GA2827.an estimated accuracy of +/- 6 seconds.
 GA2827
 GA2827.The orthometric height was determined by differential leveling
 GA2827.and adjusted by the National Geodetic Survey in June 1991..
 GA2827
 GA2827.The geoid height was determined by GEOID03.
 GA2827
 GA2827.The dynamic height is computed by dividing the NAVD 88
 GA2827.geopotential number by the normal gravity value computed on the
 GA2827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2827.degrees latitude (g = 980.6199 gals.).
 GA2827
 GA2827.The modeled gravity was interpolated from observed gravity values.
 GA2827
 GA2827;                    North         East    Units  Estimated Accuracy
 GA2827;SPC KY1Z     - 1,073,750.    1,689,610.      MT  (+/- 180 meters Scaled)
 GA2827
 GA2827                          SUPERSEDED SURVEY CONTROL
 GA2827
 GA2827  NGVD 29 (??/??/92)  343.794  (m)         1127.93   (f) ADJ UNCH    2 0
 GA2827
 GA2827.Superseded values are not recommended for survey control.
 GA2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2827.See file dsdata.txt to determine how the superseded data were derived.
 GA2827
 GA2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA667956(NAD 83)
 GA2827_MARKER: DB = BENCH MARK DISK
 GA2827_SETTING: 66 = SET IN ROCK OUTCROP
 GA2827_SP_SET: SET IN ROCK OUTCROP
 GA2827_STAMPING: K 280 1952 1127.931
 GA2827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2827+STABILITY: POSITION/ELEVATION WELL
 GA2827
 GA2827  HISTORY     - Date     Condition        Report By
 GA2827  HISTORY     - 1952     MONUMENTED       CGS
 GA2827  HISTORY     - 1957     GOOD             NGS
 GA2827  HISTORY     - 1977     MARK NOT FOUND   USGS
 GA2827
 GA2827                          STATION DESCRIPTION
 GA2827
 GA2827'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA2827'4.6 MI SE FROM BRIGHTSHADE.
 GA2827'4.6 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GA2827'BRIGHTSHADE, ABOUT 0.2 MILE SOUTH OF AN OLD SCHOOL BUILDING, SET
 GA2827'VERTICALLY IN WEST FACE OF AN OUTCROP OF ROCK IN A CUT BANK, 21
 GA2827'FEET EAST OF CENTER LINE OF ROAD, 107 FEET NORTH OF EAST END OF
 GA2827'A 24-INCH PIPE CULVERT, 70 FEET NORTH OF SOUTH END OF CUT AND
 GA2827'ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 GA2827
 GA2827                          STATION RECOVERY (1957)
 GA2827
 GA2827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2827'RECOVERED IN GOOD CONDITION.
 GA2827
 GA2827                          STATION RECOVERY (1977)
 GA2827
 GA2827'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GA2827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2714 ***********************************************************************
 GY2714  DESIGNATION -  K 281
 GY2714  PID         -  GY2714
 GY2714  STATE/COUNTY-  KY/CLAY
 GY2714  USGS QUAD   -  CREEKVILLE (1979)
 GY2714
 GY2714                         *CURRENT SURVEY CONTROL
 GY2714  ___________________________________________________________________
 GY2714* NAD 83(1986)-  37 05 12.     (N)    083 33 05.     (W)     SCALED    
 GY2714* NAVD 88     -       284.220  (meters)     932.48   (feet)  ADJUSTED  
 GY2714  ___________________________________________________________________
 GY2714  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GY2714  DYNAMIC HT  -         283.989 (meters)     931.72  (feet)  COMP
 GY2714  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 GY2714
 GY2714  VERT ORDER  -  SECOND    CLASS 0
 GY2714
 GY2714.The horizontal coordinates were scaled from a topographic map and have
 GY2714.an estimated accuracy of +/- 6 seconds.
 GY2714
 GY2714.The orthometric height was determined by differential leveling
 GY2714.and adjusted by the National Geodetic Survey in June 1991..
 GY2714
 GY2714.The geoid height was determined by GEOID03.
 GY2714
 GY2714.The dynamic height is computed by dividing the NAVD 88
 GY2714.geopotential number by the normal gravity value computed on the
 GY2714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2714.degrees latitude (g = 980.6199 gals.).
 GY2714
 GY2714.The modeled gravity was interpolated from observed gravity values.
 GY2714
 GY2714;                    North         East    Units  Estimated Accuracy
 GY2714;SPC KY1Z     - 1,085,910.    1,695,460.      MT  (+/- 180 meters Scaled)
 GY2714
 GY2714                          SUPERSEDED SURVEY CONTROL
 GY2714
 GY2714  NGVD 29 (??/??/92)  284.378  (m)          933.00   (f) ADJ UNCH    2 0
 GY2714
 GY2714.Superseded values are not recommended for survey control.
 GY2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2714.See file dsdata.txt to determine how the superseded data were derived.
 GY2714
 GY2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB732075(NAD 83)
 GY2714_MARKER: DB = BENCH MARK DISK
 GY2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2714_STAMPING: K 281 1952 932.997
 GY2714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2714+STABILITY: SURFACE MOTION
 GY2714
 GY2714  HISTORY     - Date     Condition        Report By
 GY2714  HISTORY     - 1952     MONUMENTED       CGS
 GY2714  HISTORY     - 1957     GOOD             NGS
 GY2714
 GY2714                          STATION DESCRIPTION
 GY2714
 GY2714'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2714'0.7 MI N FROM CREEKVILLE.
 GY2714'ABOUT 0.7 MILE NORTH ALONG RED BIRD RIVER ROAD FROM FLAT CREEK
 GY2714'CHURCH OF BRETHREN MISSION AT CREEKVILLE, ABOUT 0.8 MILE SOUTH
 GY2714'OF A FORD ACROSS RED BIRD RIVER, ABOUT 0.9 MILE SOUTH OF GILBERTS
 GY2714'CREEK SCHOOL, 35 FEET EAST OF CENTER LINE OF ROAD, 50 FEET
 GY2714'NORTHWEST OF NORTHWEST CORNER OF D.E. LEDFORD RESIDENCE, 2 FEET
 GY2714'SOUTHWEST OF SOUTHWEST CORNER OF A COAL SHED, 1 1/2 FEET WEST OF
 GY2714'LAWN FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GY2714'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2714'3 INCHES.
 GY2714
 GY2714                          STATION RECOVERY (1957)
 GY2714
 GY2714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9561 ***********************************************************************
 AA9561  DESIGNATION -  K 282 RESET
 AA9561  PID         -  AA9561
 AA9561  STATE/COUNTY-  KY/JOHNSON
 AA9561  USGS QUAD   -  PAINTSVILLE (1992)
 AA9561
 AA9561                         *CURRENT SURVEY CONTROL
 AA9561  ___________________________________________________________________
 AA9561* NAD 83(1986)-  37 47 09.     (N)    082 49 45.     (W)     SCALED    
 AA9561* NAVD 88     -       189.15   (meters)     620.6    (feet)  RESET     
 AA9561  ___________________________________________________________________
 AA9561  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 AA9561
 AA9561  VERT ORDER  -  THIRD
 AA9561
 AA9561.The horizontal coordinates were scaled from a topographic map and have
 AA9561.an estimated accuracy of +/- 6 seconds.
 AA9561
 AA9561.The orthometric height was computed from unverified reset data.
 AA9561
 AA9561.The geoid height was determined by GEOID03.
 AA9561
 AA9561;                    North         East    Units  Estimated Accuracy
 AA9561;SPC KY1Z     - 1,165,230.    1,757,220.      MT  (+/- 180 meters Scaled)
 AA9561
 AA9561                          SUPERSEDED SURVEY CONTROL
 AA9561
 AA9561.No superseded survey control is available for this station.
 AA9561
 AA9561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB389836(NAD 83)
 AA9561_MARKER: DV = VERTICAL CONTROL DISK
 AA9561_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA9561_SP_SET: BRIDGE ABUTMENT
 AA9561_STAMPING: K 282 1952 RESET 1994
 AA9561_MARK LOGO: NGS   
 AA9561_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9561
 AA9561  HISTORY     - Date     Condition        Report By
 AA9561  HISTORY     - 1994     MONUMENTED       KYDT
 AA9561
 AA9561                          STATION DESCRIPTION
 AA9561
 AA9561'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 AA9561'0.4 MILE (0.6 KM) NORTH ALONG KENTUCKY STATE HIGHWAY 1428 FROM
 AA9561'JUNCTION WITH NEW US HIGHWAY 23 WHICH IS ABOUT 2.85 MILES (4.59 KM)
 AA9561'SOUTH OF PAINTSVILLE, THENCE 1.6 MILES (2.6 KM) WEST ALONG KENTUCKY
 AA9561'STATE HIGHWAY 825 TO THE FIRST OF TWO CONCRETE BRIDGES JUST WEST OF US
 AA9561'HIGHWAY 23 OVERPASS AND MARK ON THE RIGHT.  SET IN THE TOP OF THE
 AA9561'NORTH END OF THE EAST CONCRETE ABUTMENT AND WINGWALL OF A 97 FOOT
 AA9561'(29.6 M) CONCRETE BRIDGE OVER LICK BRANCH, ABOUT 84 YARDS WEST OF
 AA9561'CENTER OF NEW US HIGHWAY 23 OVERPASS, 17 FEET (5.2 M) NORTH OF
 AA9561'CENTERLINE OF KENTUCKY 825, 1 FOOT (0.3 M) NORTH OF NORTH BARRIER WALL
 AA9561'OF BRIDGE AND ABOUT WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1502 ***********************************************************************
 GY1502  DESIGNATION -  K 283
 GY1502  PID         -  GY1502
 GY1502  STATE/COUNTY-  KY/FLOYD
 GY1502  USGS QUAD   -  MARTIN (1992)
 GY1502
 GY1502                         *CURRENT SURVEY CONTROL
 GY1502  ___________________________________________________________________
 GY1502* NAD 83(1986)-  37 35 34.     (N)    082 50 36.     (W)     SCALED    
 GY1502* NAVD 88     -       209.894  (meters)     688.63   (feet)  ADJUSTED  
 GY1502  ___________________________________________________________________
 GY1502  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GY1502  DYNAMIC HT  -         209.733 (meters)     688.10  (feet)  COMP
 GY1502  MODELED GRAV-     979,855.3   (mgal)                       NAVD 88
 GY1502
 GY1502  VERT ORDER  -  SECOND    CLASS 0
 GY1502
 GY1502.The horizontal coordinates were scaled from a topographic map and have
 GY1502.an estimated accuracy of +/- 6 seconds.
 GY1502
 GY1502.The orthometric height was determined by differential leveling
 GY1502.and adjusted by the National Geodetic Survey in June 1991..
 GY1502
 GY1502.The geoid height was determined by GEOID03.
 GY1502
 GY1502.The dynamic height is computed by dividing the NAVD 88
 GY1502.geopotential number by the normal gravity value computed on the
 GY1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1502.degrees latitude (g = 980.6199 gals.).
 GY1502
 GY1502.The modeled gravity was interpolated from observed gravity values.
 GY1502
 GY1502;                    North         East    Units  Estimated Accuracy
 GY1502;SPC KY1Z     - 1,143,770.    1,756,640.      MT  (+/- 180 meters Scaled)
 GY1502
 GY1502                          SUPERSEDED SURVEY CONTROL
 GY1502
 GY1502  NGVD 29 (??/??/92)  210.085  (m)          689.25   (f) ADJ UNCH    2 0
 GY1502
 GY1502.Superseded values are not recommended for survey control.
 GY1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1502.See file dsdata.txt to determine how the superseded data were derived.
 GY1502
 GY1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB372622(NAD 83)
 GY1502_MARKER: DB = BENCH MARK DISK
 GY1502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1502_SP_SET: CULVERT
 GY1502_STAMPING: K 283 1952 689.254
 GY1502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1502+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2001
 GY1502
 GY1502  HISTORY     - Date     Condition        Report By
 GY1502  HISTORY     - 1952     MONUMENTED       CGS
 GY1502  HISTORY     - 1956     GOOD             NGS
 GY1502  HISTORY     - 20010613 GOOD             KYDT
 GY1502
 GY1502                          STATION DESCRIPTION
 GY1502
 GY1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1502'0.5 MI NW FROM RISNER.
 GY1502'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 850 FROM THE POST
 GY1502'OFFICE AT RISNER, SET IN THE TOP OF THE SOUTHEAST END OF THE
 GY1502'NORTHEAST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT, 18 FEET
 GY1502'NORTHEAST OF THE CENTER LINE OF HIGHWAY, 47 FEET EAST OF CENTER OF
 GY1502'A DIM CROSSROAD, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 GY1502
 GY1502                          STATION RECOVERY (2001)
 GY1502
 GY1502'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1493 ***********************************************************************
 GY1493  DESIGNATION -  K 284
 GY1493  PID         -  GY1493
 GY1493  STATE/COUNTY-  KY/FLOYD
 GY1493  USGS QUAD   -  IVYTON (1992)
 GY1493
 GY1493                         *CURRENT SURVEY CONTROL
 GY1493  ___________________________________________________________________
 GY1493* NAD 83(1986)-  37 41 02.     (N)    082 55 54.     (W)     SCALED    
 GY1493* NAVD 88     -       231.149  (meters)     758.36   (feet)  ADJUSTED  
 GY1493  ___________________________________________________________________
 GY1493  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GY1493  DYNAMIC HT  -         230.972 (meters)     757.78  (feet)  COMP
 GY1493  MODELED GRAV-     979,861.9   (mgal)                       NAVD 88
 GY1493
 GY1493  VERT ORDER  -  SECOND    CLASS 0
 GY1493
 GY1493.The horizontal coordinates were scaled from a topographic map and have
 GY1493.an estimated accuracy of +/- 6 seconds.
 GY1493
 GY1493.The orthometric height was determined by differential leveling
 GY1493.and adjusted by the National Geodetic Survey in June 1991..
 GY1493
 GY1493.The geoid height was determined by GEOID03.
 GY1493
 GY1493.The dynamic height is computed by dividing the NAVD 88
 GY1493.geopotential number by the normal gravity value computed on the
 GY1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1493.degrees latitude (g = 980.6199 gals.).
 GY1493
 GY1493.The modeled gravity was interpolated from observed gravity values.
 GY1493
 GY1493;                    North         East    Units  Estimated Accuracy
 GY1493;SPC KY1Z     - 1,153,640.    1,748,540.      MT  (+/- 180 meters Scaled)
 GY1493
 GY1493                          SUPERSEDED SURVEY CONTROL
 GY1493
 GY1493  NGVD 29 (??/??/92)  231.339  (m)          758.98   (f) ADJ UNCH    2 0
 GY1493
 GY1493.Superseded values are not recommended for survey control.
 GY1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1493.See file dsdata.txt to determine how the superseded data were derived.
 GY1493
 GY1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB296724(NAD 83)
 GY1493_MARKER: DB = BENCH MARK DISK
 GY1493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1493_SP_SET: CULVERT
 GY1493_STAMPING: K 284 1952 758.985
 GY1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1493
 GY1493  HISTORY     - Date     Condition        Report By
 GY1493  HISTORY     - 1952     MONUMENTED       CGS
 GY1493  HISTORY     - 1955     GOOD             NGS
 GY1493
 GY1493                          STATION DESCRIPTION
 GY1493
 GY1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1493'3.4 MI SE FROM IVYTON.
 GY1493'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 114 FROM THE SCHOOL
 GY1493'AT IVYTON, 1.25 MILES SOUTHEAST OF THE MAGOFFIN - FLOYD COUNTY
 GY1493'LINE, 0.1 MILE NORTHWEST OF SALYERS PENTECOST ASSEMBLY CHURCH,
 GY1493'SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL
 GY1493'OF A 5-FOOT CONCRETE AND STONE CULVERT, 17 FEET NORTHEAST OF THE
 GY1493'CENTER LINE OF HIGHWAY, 95 FEET SOUTH OF SOUTH CORNER OF PORCH
 GY1493'OF A FARM HOUSE, 49 FEET SOUTHEAST OF CENTER OF DRIVE TO HOUSE,
 GY1493'ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2278 ***********************************************************************
 GY2278  DESIGNATION -  K 287
 GY2278  PID         -  GY2278
 GY2278  STATE/COUNTY-  KY/LESLIE
 GY2278  USGS QUAD   -  HAZARD SOUTH (1992)
 GY2278
 GY2278                         *CURRENT SURVEY CONTROL
 GY2278  ___________________________________________________________________
 GY2278* NAD 83(1986)-  37 08 08.     (N)    083 13 57.     (W)     SCALED    
 GY2278* NAVD 88     -       325.546  (meters)    1068.06   (feet)  ADJUSTED  
 GY2278  ___________________________________________________________________
 GY2278  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GY2278  DYNAMIC HT  -         325.282 (meters)    1067.20  (feet)  COMP
 GY2278  MODELED GRAV-     979,813.1   (mgal)                       NAVD 88
 GY2278
 GY2278  VERT ORDER  -  SECOND    CLASS 0
 GY2278
 GY2278.The horizontal coordinates were scaled from a topographic map and have
 GY2278.an estimated accuracy of +/- 6 seconds.
 GY2278
 GY2278.The orthometric height was determined by differential leveling
 GY2278.and adjusted by the National Geodetic Survey in June 1991..
 GY2278
 GY2278.The geoid height was determined by GEOID03.
 GY2278
 GY2278.The dynamic height is computed by dividing the NAVD 88
 GY2278.geopotential number by the normal gravity value computed on the
 GY2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2278.degrees latitude (g = 980.6199 gals.).
 GY2278
 GY2278.The modeled gravity was interpolated from observed gravity values.
 GY2278
 GY2278;                    North         East    Units  Estimated Accuracy
 GY2278;SPC KY1Z     - 1,092,050.    1,723,660.      MT  (+/- 180 meters Scaled)
 GY2278
 GY2278                          SUPERSEDED SURVEY CONTROL
 GY2278
 GY2278  NGVD 29 (??/??/92)  325.706  (m)         1068.59   (f) ADJ UNCH    2 0
 GY2278
 GY2278.Superseded values are not recommended for survey control.
 GY2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2278.See file dsdata.txt to determine how the superseded data were derived.
 GY2278
 GY2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB017122(NAD 83)
 GY2278_MARKER: DB = BENCH MARK DISK
 GY2278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2278_SP_SET: BRIDGE
 GY2278_STAMPING: K 287 1952 1068.587
 GY2278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2278
 GY2278  HISTORY     - Date     Condition        Report By
 GY2278  HISTORY     - 1952     MONUMENTED       CGS
 GY2278  HISTORY     - 1956     POOR             NGS
 GY2278  HISTORY     - 19940610 POOR             KYDT
 GY2278
 GY2278                          STATION DESCRIPTION
 GY2278
 GY2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2278'AT DALEY.
 GY2278'AT DALEY, JUST ABOVE THE CONFLUENCE OF PAULS CREEK AND BAER
 GY2278'BRANCH, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD
 GY2278'WALL OF A CONCRETE AND STONE BRIDGE OVER BAER BRANCH, 9 FEET
 GY2278'SOUTH OF CENTER LINE OF PAULS CREEK ROAD, 35 FEET WEST OF NORTH
 GY2278'CORNER OF STORE AND POST OFFICE BUILDING AND ABOUT 1 FOOT ABOVE
 GY2278'LEVEL OF ROAD.
 GY2278
 GY2278                          STATION RECOVERY (1956)
 GY2278
 GY2278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2278'MARK RECOVERED IN POOR CONDITION.
 GY2278
 GY2278                          STATION RECOVERY (1994)
 GY2278
 GY2278'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY2278'MUTILATED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2082 ***********************************************************************
 GY2082  DESIGNATION -  K 288
 GY2082  PID         -  GY2082
 GY2082  STATE/COUNTY-  KY/BREATHITT
 GY2082  USGS QUAD   -  NOBLE (1976)
 GY2082
 GY2082                         *CURRENT SURVEY CONTROL
 GY2082  ___________________________________________________________________
 GY2082* NAD 83(1986)-  37 26 39.     (N)    083 13 04.     (W)     SCALED    
 GY2082* NAVD 88     -       237.067  (meters)     777.78   (feet)  ADJUSTED  
 GY2082  ___________________________________________________________________
 GY2082  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GY2082  DYNAMIC HT  -         236.885 (meters)     777.18  (feet)  COMP
 GY2082  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 GY2082
 GY2082  VERT ORDER  -  SECOND    CLASS 0
 GY2082
 GY2082.The horizontal coordinates were scaled from a topographic map and have
 GY2082.an estimated accuracy of +/- 6 seconds.
 GY2082
 GY2082.The orthometric height was determined by differential leveling
 GY2082.and adjusted by the National Geodetic Survey in June 1991..
 GY2082
 GY2082.The geoid height was determined by GEOID03.
 GY2082
 GY2082.The dynamic height is computed by dividing the NAVD 88
 GY2082.geopotential number by the normal gravity value computed on the
 GY2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2082.degrees latitude (g = 980.6199 gals.).
 GY2082
 GY2082.The modeled gravity was interpolated from observed gravity values.
 GY2082
 GY2082;                    North         East    Units  Estimated Accuracy
 GY2082;SPC KY1Z     - 1,126,320.    1,724,040.      MT  (+/- 180 meters Scaled)
 GY2082
 GY2082                          SUPERSEDED SURVEY CONTROL
 GY2082
 GY2082  NGVD 29 (??/??/92)  237.231  (m)          778.32   (f) ADJ UNCH    2 0
 GY2082
 GY2082.Superseded values are not recommended for survey control.
 GY2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2082.See file dsdata.txt to determine how the superseded data were derived.
 GY2082
 GY2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB038464(NAD 83)
 GY2082_MARKER: DD = SURVEY DISK
 GY2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2082_STAMPING: K 288 1952 778.315
 GY2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2082+STABILITY: SURFACE MOTION
 GY2082
 GY2082  HISTORY     - Date     Condition        Report By
 GY2082  HISTORY     - 1952     MONUMENTED       USGS
 GY2082  HISTORY     - 1956     GOOD             NGS
 GY2082
 GY2082                          STATION DESCRIPTION
 GY2082
 GY2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2082'4.1 MI SE FROM HARDSHELL.
 GY2082'4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM CANEY SCHOOL AT
 GY2082'HARDSHELL, 0.2 MILE WEST OF THE PERRY-BREATHITT COUNTY LINE, AT
 GY2082'U.S. GEOLOGICAL SURVEY STREAM FLOW MEASURING STATION, NORTH OF
 GY2082'HIGHWAY, 32.5 FEET WEST OF NORTHWEST CORNER OF CONCRETE SHAFT OF
 GY2082'STATION, 20 FEET SOUTHWEST OF SOUTH CORNER OF A 4 BY 4 FOOT ROCK,
 GY2082'ABOUT 20 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF
 GY2082'A CONCRETE POST, 14-INCHES BELOW GROUND SURFACE AT FOOT OF SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2295 ***********************************************************************
 GY2295  DESIGNATION -  K 289
 GY2295  PID         -  GY2295
 GY2295  STATE/COUNTY-  KY/PERRY
 GY2295  USGS QUAD   -  TILFORD (1976)
 GY2295
 GY2295                         *CURRENT SURVEY CONTROL
 GY2295  ___________________________________________________________________
 GY2295* NAD 83(1986)-  37 01 40.     (N)    083 05 01.     (W)     SCALED    
 GY2295* NAVD 88     -       455.598  (meters)    1494.74   (feet)  ADJUSTED  
 GY2295  ___________________________________________________________________
 GY2295  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GY2295  DYNAMIC HT  -         455.215 (meters)    1493.48  (feet)  COMP
 GY2295  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GY2295
 GY2295  VERT ORDER  -  SECOND    CLASS 0
 GY2295
 GY2295.The horizontal coordinates were scaled from a topographic map and have
 GY2295.an estimated accuracy of +/- 6 seconds.
 GY2295
 GY2295.The orthometric height was determined by differential leveling
 GY2295.and adjusted by the National Geodetic Survey in June 1991..
 GY2295
 GY2295.The geoid height was determined by GEOID03.
 GY2295
 GY2295.The dynamic height is computed by dividing the NAVD 88
 GY2295.geopotential number by the normal gravity value computed on the
 GY2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2295.degrees latitude (g = 980.6199 gals.).
 GY2295
 GY2295.The modeled gravity was interpolated from observed gravity values.
 GY2295
 GY2295;                    North         East    Units  Estimated Accuracy
 GY2295;SPC KY1Z     - 1,080,460.    1,737,220.      MT  (+/- 180 meters Scaled)
 GY2295
 GY2295                          SUPERSEDED SURVEY CONTROL
 GY2295
 GY2295  NGVD 29 (??/??/92)  455.737  (m)         1495.20   (f) ADJ UNCH    2 0
 GY2295
 GY2295.Superseded values are not recommended for survey control.
 GY2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2295.See file dsdata.txt to determine how the superseded data were derived.
 GY2295
 GY2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA146999(NAD 83)
 GY2295_MARKER: DB = BENCH MARK DISK
 GY2295_SETTING: 66 = SET IN ROCK OUTCROP
 GY2295_SP_SET: BOULDER
 GY2295_STAMPING: K 289 1952 1495.197
 GY2295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2295+STABILITY: POSITION/ELEVATION WELL
 GY2295
 GY2295  HISTORY     - Date     Condition        Report By
 GY2295  HISTORY     - 1952     MONUMENTED       CGS
 GY2295  HISTORY     - 1975     GOOD             LOCENG
 GY2295
 GY2295                          STATION DESCRIPTION
 GY2295
 GY2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2295'0.2 MI SE FROM DELPHIA.
 GY2295'ABOUT 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 463 FROM THE POST
 GY2295'OFFICE AND SCHOOL AT DELPHIA, ABOUT 0.45 MILE NORTHWEST OF MINE
 GY2295'CONVEYOR OVERPASS, BETWEEN THE HIGHWAY AND BLAIR FORK, IN THE
 GY2295'TOP AND 1/2 FOOT SOUTH OF THE NORTH AND TOP EDGE OF A SLOPING
 GY2295'BOULDER ABOUT 30 BY 45 FEET AND SLOPING TOWARDS CREEK, 62 FEET
 GY2295'SOUTHWEST OF CENTER LINE OF HIGHWAY, 26 1/2 FEET WEST OF NORTHEAST
 GY2295'CORNER OF BOULDER, 19 FEET EAST OF NORTHWEST CORNER OF BOULDER
 GY2295'AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.  THE MARK MAY BE COVERED
 GY2295'WITH SLAG FROM A MINE.
 GY2295
 GY2295                          STATION RECOVERY (1975)
 GY2295
 GY2295'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 GY2295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0579 ***********************************************************************
 HZ0579  DESIGNATION -  K 29
 HZ0579  PID         -  HZ0579
 HZ0579  STATE/COUNTY-  KY/GALLATIN
 HZ0579  USGS QUAD   -  SANDERS (1987)
 HZ0579
 HZ0579                         *CURRENT SURVEY CONTROL
 HZ0579  ___________________________________________________________________
 HZ0579* NAD 83(1986)-  38 40 48.     (N)    084 54 33.     (W)     SCALED    
 HZ0579* NAVD 88     -       157.751  (meters)     517.55   (feet)  ADJUSTED  
 HZ0579  ___________________________________________________________________
 HZ0579  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ0579  DYNAMIC HT  -         157.648 (meters)     517.22  (feet)  COMP
 HZ0579  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 HZ0579
 HZ0579  VERT ORDER  -  SECOND    CLASS 0
 HZ0579
 HZ0579.The horizontal coordinates were scaled from a topographic map and have
 HZ0579.an estimated accuracy of +/- 6 seconds.
 HZ0579
 HZ0579.The orthometric height was determined by differential leveling
 HZ0579.and adjusted by the National Geodetic Survey in June 1991..
 HZ0579
 HZ0579.The geoid height was determined by GEOID03.
 HZ0579
 HZ0579.The dynamic height is computed by dividing the NAVD 88
 HZ0579.geopotential number by the normal gravity value computed on the
 HZ0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0579.degrees latitude (g = 980.6199 gals.).
 HZ0579
 HZ0579.The modeled gravity was interpolated from observed gravity values.
 HZ0579
 HZ0579;                    North         East    Units  Estimated Accuracy
 HZ0579;SPC KY1Z     - 1,260,780.    1,573,170.      MT  (+/- 180 meters Scaled)
 HZ0579
 HZ0579                          SUPERSEDED SURVEY CONTROL
 HZ0579
 HZ0579  NGVD 29 (??/??/92)  157.944  (m)          518.19   (f) ADJ UNCH    2 0
 HZ0579
 HZ0579.Superseded values are not recommended for survey control.
 HZ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0579.See file dsdata.txt to determine how the superseded data were derived.
 HZ0579
 HZ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH818833(NAD 83)
 HZ0579_MARKER: DB = BENCH MARK DISK
 HZ0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0579_STAMPING: K 29 1934
 HZ0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0579+STABILITY: SURFACE MOTION
 HZ0579
 HZ0579  HISTORY     - Date     Condition        Report By
 HZ0579  HISTORY     - 1934     MONUMENTED       CGS
 HZ0579  HISTORY     - 1949     MARK NOT FOUND   NGS
 HZ0579  HISTORY     - 19920714 MARK NOT FOUND   USPSQD
 HZ0579
 HZ0579                          STATION DESCRIPTION
 HZ0579
 HZ0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0579'AT SPARTA.
 HZ0579'AT SPARTA, GALLATIN COUNTY, ON STATE HIGHWAY 35, 0.3 MILE WEST
 HZ0579'OF THE POST OFFICE, 85 FEET WEST OF POLE GA 855, 57 FEET SOUTHWEST
 HZ0579'OF THE G.W. MC CORMICK PROPERTY, 13 FEET SOUTHWEST OF THE CENTERLINE
 HZ0579'OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A
 HZ0579'STANDARD DISK, STAMPED K 29 1934 AND SET IN THE TOP OF A CONCRETE
 HZ0579'POST.
 HZ0579
 HZ0579                          STATION RECOVERY (1992)
 HZ0579
 HZ0579'RECOVERY NOTE BY US POWER SQUADRON 1992 (GK)
 HZ0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1727 ***********************************************************************
 GA1727  DESIGNATION -  K 290
 GA1727  PID         -  GA1727
 GA1727  STATE/COUNTY-  KY/HARLAN
 GA1727  USGS QUAD   -  HARLAN (1978)
 GA1727
 GA1727                         *CURRENT SURVEY CONTROL
 GA1727  ___________________________________________________________________
 GA1727* NAD 83(1986)-  36 49 19.     (N)    083 19 57.     (W)     SCALED    
 GA1727* NAVD 88     -       366.425  (meters)    1202.18   (feet)  ADJUSTED  
 GA1727  ___________________________________________________________________
 GA1727  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA1727  DYNAMIC HT  -         366.107 (meters)    1201.14  (feet)  COMP
 GA1727  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 GA1727
 GA1727  VERT ORDER  -  SECOND    CLASS 0
 GA1727
 GA1727.The horizontal coordinates were scaled from a topographic map and have
 GA1727.an estimated accuracy of +/- 6 seconds.
 GA1727
 GA1727.The orthometric height was determined by differential leveling
 GA1727.and adjusted by the National Geodetic Survey in June 1991..
 GA1727
 GA1727.The geoid height was determined by GEOID03.
 GA1727
 GA1727.The dynamic height is computed by dividing the NAVD 88
 GA1727.geopotential number by the normal gravity value computed on the
 GA1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1727.degrees latitude (g = 980.6199 gals.).
 GA1727
 GA1727.The modeled gravity was interpolated from observed gravity values.
 GA1727
 GA1727;                    North         East    Units  Estimated Accuracy
 GA1727;SPC KY1Z     - 1,057,020.    1,715,680.      MT  (+/- 180 meters Scaled)
 GA1727
 GA1727                          SUPERSEDED SURVEY CONTROL
 GA1727
 GA1727  NGVD 29 (??/??/92)  366.568  (m)         1202.65   (f) ADJ UNCH    2 0
 GA1727
 GA1727.Superseded values are not recommended for survey control.
 GA1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1727.See file dsdata.txt to determine how the superseded data were derived.
 GA1727
 GA1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA919776(NAD 83)
 GA1727_MARKER: DB = BENCH MARK DISK
 GA1727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1727_SP_SET: CULVERT
 GA1727_STAMPING: K 290 1952 1202.649
 GA1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1727+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 GA1727
 GA1727  HISTORY     - Date     Condition        Report By
 GA1727  HISTORY     - 1952     MONUMENTED       CGS
 GA1727  HISTORY     - 1956     GOOD             NGS
 GA1727  HISTORY     - 20010515 GOOD             KYDT
 GA1727
 GA1727                          STATION DESCRIPTION
 GA1727
 GA1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1727'1.6 MI SW FROM HARLAN.
 GA1727'ABOUT 0.9 MILE SOUTH ALONG U.S. HIGHWAY 421 FROM THE LOUISVILLE
 GA1727'AND NASHVILLE RAILROAD STATION AT HARLAN, THENCE ABOUT 0.75 MILE
 GA1727'SOUTHWEST ALONG STATE HIGHWAY 72, ABOUT 100 YARDS SOUTHWEST OF
 GA1727'A SIDE ROAD NORTHWEST LEADING TO VILLAGE OF ELCOMB, ON THE
 GA1727'NORTHEAST SLOPE OF A HILL, IN THE TOP OF THE NORTHEAST END OF
 GA1727'SOUTHEAST CONCRETE HEAD WALL OF A 3-FOOT STONE BOX CULVERT, 14
 GA1727'FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 1 1/2 FEET SOUTHWEST OF
 GA1727'NORTHEAST END OF HEAD WALL AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 GA1727'HIGHWAY.
 GA1727
 GA1727                          STATION RECOVERY (1956)
 GA1727
 GA1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1727'RECOVERED IN GOOD CONDITION.
 GA1727
 GA1727                          STATION RECOVERY (2001)
 GA1727
 GA1727'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1400 ***********************************************************************
 GY1400  DESIGNATION -  K 292
 GY1400  PID         -  GY1400
 GY1400  STATE/COUNTY-  KY/JOHNSON
 GY1400  USGS QUAD   -  REDBUSH (1992)
 GY1400
 GY1400                         *CURRENT SURVEY CONTROL
 GY1400  ___________________________________________________________________
 GY1400* NAD 83(1986)-  37 54 01.     (N)    082 53 06.     (W)     SCALED    
 GY1400* NAVD 88     -       215.908  (meters)     708.36   (feet)  ADJUSTED  
 GY1400  ___________________________________________________________________
 GY1400  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GY1400  DYNAMIC HT  -         215.748 (meters)     707.83  (feet)  COMP
 GY1400  MODELED GRAV-     979,886.6   (mgal)                       NAVD 88
 GY1400
 GY1400  VERT ORDER  -  SECOND    CLASS 0
 GY1400
 GY1400.The horizontal coordinates were scaled from a topographic map and have
 GY1400.an estimated accuracy of +/- 6 seconds.
 GY1400
 GY1400.The orthometric height was determined by differential leveling
 GY1400.and adjusted by the National Geodetic Survey in June 1991..
 GY1400
 GY1400.The geoid height was determined by GEOID03.
 GY1400
 GY1400.The dynamic height is computed by dividing the NAVD 88
 GY1400.geopotential number by the normal gravity value computed on the
 GY1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1400.degrees latitude (g = 980.6199 gals.).
 GY1400
 GY1400.The modeled gravity was interpolated from observed gravity values.
 GY1400
 GY1400;                    North         East    Units  Estimated Accuracy
 GY1400;SPC KY1Z     - 1,177,770.    1,751,920.      MT  (+/- 180 meters Scaled)
 GY1400
 GY1400                          SUPERSEDED SURVEY CONTROL
 GY1400
 GY1400  NGVD 29 (??/??/92)  216.106  (m)          709.01   (f) ADJ UNCH    2 0
 GY1400
 GY1400.Superseded values are not recommended for survey control.
 GY1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1400.See file dsdata.txt to determine how the superseded data were derived.
 GY1400
 GY1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB342964(NAD 83)
 GY1400_MARKER: DB = BENCH MARK DISK
 GY1400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1400_SP_SET: CULVERT
 GY1400_STAMPING: K 292 1952 709.008
 GY1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1400+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GY1400
 GY1400  HISTORY     - Date     Condition        Report By
 GY1400  HISTORY     - 1952     MONUMENTED       CGS
 GY1400  HISTORY     - 1955     GOOD             NGS
 GY1400  HISTORY     - 20020806 GOOD             KYDT
 GY1400
 GY1400                          STATION DESCRIPTION
 GY1400
 GY1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1400'5.5 MI NW FROM STAFFORDSVILLE.
 GY1400'5.5 MILES NORTHWEST ALONG STATE HIGHWAY 172 FROM THE JUNCTION OF
 GY1400'U.S. HIGHWAY 460 AT WEST EDGE OF STAFFORDSVILLE, 5.15 MILES
 GY1400'SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE JUNCTION OF STATE
 GY1400'HIGHWAY 469 AT REDBUSH, ABOUT 100 YARDS NORTH OF CURVE WITH
 GY1400'TANGENTS EXTENDING NORTH AND SOUTHEAST, AT THE JUNCTION OF A
 GY1400'NARROW ROAD LEADING EAST, IN TOP OF NORTH END OF EAST CONCRETE
 GY1400'HEAD WALL OF A 4-FOOT CONCRETE AND STONE CULVERT, 14 FEET EAST
 GY1400'OF CENTER LINE OF HIGHWAY, 2 FEET SOUTH OF NORTH END OF HEAD WALL,
 GY1400'ABOUT LEVEL WITH HIGHWAY.
 GY1400
 GY1400                          STATION RECOVERY (2002)
 GY1400
 GY1400'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1883 ***********************************************************************
 GY1883  DESIGNATION -  K 293
 GY1883  PID         -  GY1883
 GY1883  STATE/COUNTY-  KY/MORGAN
 GY1883  USGS QUAD   -  SALYERSVILLE NORTH (1992)
 GY1883
 GY1883                         *CURRENT SURVEY CONTROL
 GY1883  ___________________________________________________________________
 GY1883* NAD 83(1986)-  37 51 59.     (N)    083 00 00.     (W)     SCALED    
 GY1883* NAVD 88     -       227.560  (meters)     746.59   (feet)  ADJUSTED  
 GY1883  ___________________________________________________________________
 GY1883  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GY1883  DYNAMIC HT  -         227.391 (meters)     746.03  (feet)  COMP
 GY1883  MODELED GRAV-     979,881.7   (mgal)                       NAVD 88
 GY1883
 GY1883  VERT ORDER  -  SECOND    CLASS 0
 GY1883
 GY1883.The horizontal coordinates were scaled from a topographic map and have
 GY1883.an estimated accuracy of +/- 6 seconds.
 GY1883
 GY1883.The orthometric height was determined by differential leveling
 GY1883.and adjusted by the National Geodetic Survey in June 1991..
 GY1883
 GY1883.The geoid height was determined by GEOID03.
 GY1883
 GY1883.The dynamic height is computed by dividing the NAVD 88
 GY1883.geopotential number by the normal gravity value computed on the
 GY1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1883.degrees latitude (g = 980.6199 gals.).
 GY1883
 GY1883.The modeled gravity was interpolated from observed gravity values.
 GY1883
 GY1883;                    North         East    Units  Estimated Accuracy
 GY1883;SPC KY1Z     - 1,173,710.    1,741,920.      MT  (+/- 180 meters Scaled)
 GY1883
 GY1883                          SUPERSEDED SURVEY CONTROL
 GY1883
 GY1883  NGVD 29 (??/??/92)  227.753  (m)          747.22   (f) ADJ UNCH    2 0
 GY1883
 GY1883.Superseded values are not recommended for survey control.
 GY1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1883.See file dsdata.txt to determine how the superseded data were derived.
 GY1883
 GY1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB240928(NAD 83)
 GY1883_MARKER: DB = BENCH MARK DISK
 GY1883_SETTING: 66 = SET IN ROCK OUTCROP
 GY1883_SP_SET: ROCK OUTCROP
 GY1883_STAMPING: K 293 1952 747.220
 GY1883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1883+STABILITY: POSITION/ELEVATION WELL
 GY1883
 GY1883  HISTORY     - Date     Condition        Report By
 GY1883  HISTORY     - 1952     MONUMENTED       CGS
 GY1883  HISTORY     - 1955     GOOD             NGS
 GY1883  HISTORY     - 19990319 MARK NOT FOUND   KYDT
 GY1883
 GY1883                          STATION DESCRIPTION
 GY1883
 GY1883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1883'4.2 MI N FROM WHEELERSBURG.
 GY1883'1.15 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND
 GY1883'ROAD JUNCTION AT WHEELERSBURG, THENCE 2.3 MILES NORTHEAST ALONG
 GY1883'A NARROW ROUGH ROAD, THENCE 0.7 MILE EAST AND NORTHEAST, 3.0 MILE
 GY1883'SOUTHWEST OF JUNCTION OF A GRAVEL ROAD NORTHWEST, AT THE NORTHEAST
 GY1883'CORNER OF A SMALL CLEARING, IN THE TOP OF A ROUNDED OUTCROP OF ROCK,
 GY1883'18 FEET WEST OF CENTER OF ROAD, 9 FEET SOUTH OF AN 18-INCH POPLAR
 GY1883'TREE, 6 FEET NORTHWEST OF A 20-INCH OAK TREE, ABOUT 2 FEET ABOVE
 GY1883'THE LEVEL OF ROAD.
 GY1883
 GY1883                          STATION RECOVERY (1999)
 GY1883
 GY1883'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1883'ACCORDING TO LOCAL RESIDENT, MARK WAS TORN OUT WHEN ROAD WAS REBUILT
 GY1883'AND WIDENED IN EARLY 1960'S, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1603 ***********************************************************************
 GY1603  DESIGNATION -  K 294
 GY1603  PID         -  GY1603
 GY1603  STATE/COUNTY-  KY/PIKE
 GY1603  USGS QUAD   -  THOMAS (1992)
 GY1603
 GY1603                         *CURRENT SURVEY CONTROL
 GY1603  ___________________________________________________________________
 GY1603* NAD 83(1986)-  37 38 13.     (N)    082 34 07.     (W)     SCALED    
 GY1603* NAVD 88     -       214.177  (meters)     702.68   (feet)  ADJUSTED  
 GY1603  ___________________________________________________________________
 GY1603  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GY1603  DYNAMIC HT  -         214.017 (meters)     702.15  (feet)  COMP
 GY1603  MODELED GRAV-     979,881.8   (mgal)                       NAVD 88
 GY1603
 GY1603  VERT ORDER  -  SECOND    CLASS 0
 GY1603
 GY1603.The horizontal coordinates were scaled from a topographic map and have
 GY1603.an estimated accuracy of +/- 6 seconds.
 GY1603
 GY1603.The orthometric height was determined by differential leveling
 GY1603.and adjusted by the National Geodetic Survey in June 1991..
 GY1603
 GY1603.The geoid height was determined by GEOID03.
 GY1603
 GY1603.The dynamic height is computed by dividing the NAVD 88
 GY1603.geopotential number by the normal gravity value computed on the
 GY1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1603.degrees latitude (g = 980.6199 gals.).
 GY1603
 GY1603.The modeled gravity was interpolated from observed gravity values.
 GY1603
 GY1603;                    North         East    Units  Estimated Accuracy
 GY1603;SPC KY1Z     - 1,149,460.    1,780,720.      MT  (+/- 180 meters Scaled)
 GY1603
 GY1603                          SUPERSEDED SURVEY CONTROL
 GY1603
 GY1603  NGVD 29 (??/??/92)  214.383  (m)          703.35   (f) ADJ UNCH    2 0
 GY1603
 GY1603.Superseded values are not recommended for survey control.
 GY1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1603.See file dsdata.txt to determine how the superseded data were derived.
 GY1603
 GY1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB616666(NAD 83)
 GY1603_MARKER: DB = BENCH MARK DISK
 GY1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1603_STAMPING: K 294 1952 703.355
 GY1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1603+STABILITY: SURFACE MOTION
 GY1603
 GY1603  HISTORY     - Date     Condition        Report By
 GY1603  HISTORY     - 1952     MONUMENTED       CGS
 GY1603  HISTORY     - 1956     GOOD             NGS
 GY1603  HISTORY     - 20010612 MARK NOT FOUND   KYDT
 GY1603
 GY1603                          STATION DESCRIPTION
 GY1603
 GY1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1603'1.4 MI NW FROM GULNARE.
 GY1603'1.35 MILES NORTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE AND
 GY1603'ROAD JUNCTION AT GULNARE, ON THE INSIDE AND AT THE NORTH END OF
 GY1603'A SHARP CURVE WITH TANGENTS EXTENDING NORTH AND EAST, 35 FEET
 GY1603'EAST OF THE CENTER OF ROAD AT THE JUNCTION OF A FIELD ROAD
 GY1603'NORTHWEST, ON THE NORTH BANK OF THE SOUTH ONE OF TWO RAVINES,
 GY1603'24 FEET NORTH OF THE CENTER OF SOUTH RAVINE, IN CULTIVATED FIELD,
 GY1603'2 FEET NORTHWEST OF A WHITE WITNESS POST, ABOUT 5.5 FEET ABOVE
 GY1603'LEVEL OF ROAD, IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GY1603
 GY1603                          STATION RECOVERY (2001)
 GY1603
 GY1603'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1590 ***********************************************************************
 GY1590  DESIGNATION -  K 295
 GY1590  PID         -  GY1590
 GY1590  STATE/COUNTY-  KY/PIKE
 GY1590  USGS QUAD   -  THOMAS (1992)
 GY1590
 GY1590                         *CURRENT SURVEY CONTROL
 GY1590  ___________________________________________________________________
 GY1590* NAD 83(1986)-  37 39 28.     (N)    082 30 30.     (W)     SCALED    
 GY1590* NAVD 88     -       216.790  (meters)     711.25   (feet)  ADJUSTED  
 GY1590  ___________________________________________________________________
 GY1590  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GY1590  DYNAMIC HT  -         216.630 (meters)     710.73  (feet)  COMP
 GY1590  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 GY1590
 GY1590  VERT ORDER  -  SECOND    CLASS 0
 GY1590
 GY1590.The horizontal coordinates were scaled from a topographic map and have
 GY1590.an estimated accuracy of +/- 6 seconds.
 GY1590
 GY1590.The orthometric height was determined by differential leveling
 GY1590.and adjusted by the National Geodetic Survey in June 1991..
 GY1590
 GY1590.The geoid height was determined by GEOID03.
 GY1590
 GY1590.The dynamic height is computed by dividing the NAVD 88
 GY1590.geopotential number by the normal gravity value computed on the
 GY1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1590.degrees latitude (g = 980.6199 gals.).
 GY1590
 GY1590.The modeled gravity was interpolated from observed gravity values.
 GY1590
 GY1590;                    North         East    Units  Estimated Accuracy
 GY1590;SPC KY1Z     - 1,151,960.    1,785,960.      MT  (+/- 180 meters Scaled)
 GY1590
 GY1590                          SUPERSEDED SURVEY CONTROL
 GY1590
 GY1590  NGVD 29 (??/??/92)  217.002  (m)          711.95   (f) ADJ UNCH    2 0
 GY1590
 GY1590.Superseded values are not recommended for survey control.
 GY1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1590.See file dsdata.txt to determine how the superseded data were derived.
 GY1590
 GY1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB669689(NAD 83)
 GY1590_MARKER: DB = BENCH MARK DISK
 GY1590_SETTING: 66 = SET IN ROCK OUTCROP
 GY1590_SP_SET: ROCK CLIFF
 GY1590_STAMPING: K 295 1952 711.947
 GY1590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1590+STABILITY: POSITION/ELEVATION WELL
 GY1590
 GY1590  HISTORY     - Date     Condition        Report By
 GY1590  HISTORY     - 1952     MONUMENTED       CGS
 GY1590  HISTORY     - 1956     GOOD             NGS
 GY1590
 GY1590                          STATION DESCRIPTION
 GY1590
 GY1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1590'2.8 MI NW FROM HEENON.
 GY1590'2.85 MILES NORTHWEST ALONG BRUSHY FORK ROAD FROM FORKS OF BRUSHY
 GY1590'SCHOOL AT HEENON, 0.95 MILE EAST OF LOWE SCHOOL, 140 YARDS
 GY1590'NORTHWEST OF A SHARP CURVE IN ROAD WITH TANGENTS EXTENDING
 GY1590'NORTHWEST AND NORTHEAST, AND THE JUNCTION OF ROAD SOUTHWEST INTO
 GY1590'LOWE BRANCH, SET VERTICALLY IN THE SLANTING CUT FACE OF A ROCK
 GY1590'CLIFF, 10 FEET NORTHEAST OF CENTER OF ROAD AND ABOUT 2.5 FEET
 GY1590'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1959 ***********************************************************************
 GY1959  DESIGNATION -  K 296
 GY1959  PID         -  GY1959
 GY1959  STATE/COUNTY-  KY/PERRY
 GY1959  USGS QUAD   -  HAZARD NORTH (1992)
 GY1959
 GY1959                         *CURRENT SURVEY CONTROL
 GY1959  ___________________________________________________________________
 GY1959* NAD 83(1986)-  37 16 16.     (N)    083 14 51.     (W)     SCALED    
 GY1959* NAVD 88     -       258.667  (meters)     848.64   (feet)  ADJUSTED  
 GY1959  ___________________________________________________________________
 GY1959  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1959  DYNAMIC HT  -         258.465 (meters)     847.98  (feet)  COMP
 GY1959  MODELED GRAV-     979,844.1   (mgal)                       NAVD 88
 GY1959
 GY1959  VERT ORDER  -  FIRST     CLASS I
 GY1959
 GY1959.The horizontal coordinates were scaled from a topographic map and have
 GY1959.an estimated accuracy of +/- 6 seconds.
 GY1959
 GY1959.The orthometric height was determined by differential leveling
 GY1959.and adjusted by the National Geodetic Survey in June 1991..
 GY1959
 GY1959.The geoid height was determined by GEOID03.
 GY1959
 GY1959.The dynamic height is computed by dividing the NAVD 88
 GY1959.geopotential number by the normal gravity value computed on the
 GY1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1959.degrees latitude (g = 980.6199 gals.).
 GY1959
 GY1959.The modeled gravity was interpolated from observed gravity values.
 GY1959
 GY1959;                    North         East    Units  Estimated Accuracy
 GY1959;SPC KY1Z     - 1,107,050.    1,721,920.      MT  (+/- 180 meters Scaled)
 GY1959
 GY1959                          SUPERSEDED SURVEY CONTROL
 GY1959
 GY1959  NGVD 29 (??/??/92)  258.833  (m)          849.19   (f) ADJ UNCH    1 1
 GY1959
 GY1959.Superseded values are not recommended for survey control.
 GY1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1959.See file dsdata.txt to determine how the superseded data were derived.
 GY1959
 GY1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB007273(NAD 83)
 GY1959_MARKER: DB = BENCH MARK DISK
 GY1959_SETTING: 66 = SET IN ROCK OUTCROP
 GY1959_SP_SET: ROCK OUTCROP
 GY1959_STAMPING: K 296 1952 849.188
 GY1959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1959+STABILITY: POSITION/ELEVATION WELL
 GY1959
 GY1959  HISTORY     - Date     Condition        Report By
 GY1959  HISTORY     - 1952     MONUMENTED       CGS
 GY1959  HISTORY     - 1967     GOOD             NGS
 GY1959
 GY1959                          STATION DESCRIPTION
 GY1959
 GY1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1959'5 MI NW FROM HAZARD.
 GY1959'ABOUT 4.95 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY1959'RAILROAD FROM THE STATION AT HAZARD, 11 POLES NORTHWEST OF
 GY1959'MILEPOST 238, 3 POLES NORTHWEST OF THE SOUTHEAST END OF A SIDING,
 GY1959'62 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK,
 GY1959'SET IN THE TOP OF A ROCK OUTCROP WHICH IS IN THE WEST BANK OF
 GY1959'A STREAM, 4 FEET WEST OF THE WEST EDGE OF THE STREAM, 163 FEET
 GY1959'NORTH AND ACROSS 5 TRACKS FROM A CONCRETE BATTERY WELL, ABOUT
 GY1959'4 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 6 1/2 FEET ABOVE
 GY1959'THE LEVEL OF THE TRACK.  NOTE-- THE ROD WAS HEAL OVER THE
 GY1959'LETTER G IN GEODETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0726 ***********************************************************************
 GY0726  DESIGNATION -  K 297
 GY0726  PID         -  GY0726
 GY0726  STATE/COUNTY-  KY/PIKE
 GY0726  USGS QUAD   -  LICK CREEK (1978)
 GY0726
 GY0726                         *CURRENT SURVEY CONTROL
 GY0726  ___________________________________________________________________
 GY0726* NAD 83(1986)-  37 24 34.     (N)    082 20 43.     (W)     SCALED    
 GY0726* NAVD 88     -       229.040  (meters)     751.44   (feet)  ADJUSTED  
 GY0726  ___________________________________________________________________
 GY0726  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GY0726  DYNAMIC HT  -         228.862 (meters)     750.86  (feet)  COMP
 GY0726  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 GY0726
 GY0726  VERT ORDER  -  SECOND    CLASS 0
 GY0726
 GY0726.The horizontal coordinates were scaled from a topographic map and have
 GY0726.an estimated accuracy of +/- 6 seconds.
 GY0726
 GY0726.The orthometric height was determined by differential leveling
 GY0726.and adjusted by the National Geodetic Survey in June 1991..
 GY0726
 GY0726.The geoid height was determined by GEOID03.
 GY0726
 GY0726.The dynamic height is computed by dividing the NAVD 88
 GY0726.geopotential number by the normal gravity value computed on the
 GY0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0726.degrees latitude (g = 980.6199 gals.).
 GY0726
 GY0726.The modeled gravity was interpolated from observed gravity values.
 GY0726
 GY0726;                    North         East    Units  Estimated Accuracy
 GY0726;SPC KY1Z     - 1,124,930.    1,801,340.      MT  (+/- 180 meters Scaled)
 GY0726
 GY0726                          SUPERSEDED SURVEY CONTROL
 GY0726
 GY0726  NGVD 29 (??/??/92)  229.243  (m)          752.11   (f) ADJ UNCH    2 0
 GY0726
 GY0726.Superseded values are not recommended for survey control.
 GY0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0726.See file dsdata.txt to determine how the superseded data were derived.
 GY0726
 GY0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB809411(NAD 83)
 GY0726_MARKER: DB = BENCH MARK DISK
 GY0726_SETTING: 66 = SET IN ROCK OUTCROP
 GY0726_SP_SET: ROCK CUT
 GY0726_STAMPING: K 297 1952 752.108
 GY0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0726+STABILITY: POSITION/ELEVATION WELL
 GY0726
 GY0726  HISTORY     - Date     Condition        Report By
 GY0726  HISTORY     - 1952     MONUMENTED       CGS
 GY0726  HISTORY     - 1956     GOOD             NGS
 GY0726  HISTORY     - 1976     MARK NOT FOUND   USGS
 GY0726
 GY0726                          STATION DESCRIPTION
 GY0726
 GY0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0726'2.6 MI SE FROM PHYLLIS.
 GY0726'0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GY0726'AT PHYLLIS, THENCE 2.5 MILES SOUTHEAST ALONG A GRAVEL ROAD
 GY0726'FOLLOWING LEVISA FORK OF BIG SANDY RIVER, SET VERTICALLY IN
 GY0726'THE SOUTHEAST FACE OF ROCK CUT, 20 FEET NORTHWEST OF THE CENTER
 GY0726'OF ROAD, 77 FEET NORTHWEST AND ACROSS ROAD AND TRACK FROM TELEPHONE
 GY0726'POLE NO. 389, 87 FEET WEST AND ACROSS ROAD FROM CENTER OF RAILROAD
 GY0726'AND FARM ROAD CROSSING, 136 FEET NORTHWEST AND ACROSS ROAD AND
 GY0726'TRACK FROM WEST CORNER OF A FARM HOUSE, ABOUT 2 FEET ABOVE LEVEL
 GY0726'OF ROAD.
 GY0726
 GY0726                          STATION RECOVERY (1976)
 GY0726
 GY0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GY0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0493 ***********************************************************************
 GY0493  DESIGNATION -  K 298
 GY0493  PID         -  GY0493
 GY0493  STATE/COUNTY-  KY/PIKE
 GY0493  USGS QUAD   -  META (1992)
 GY0493
 GY0493                         *CURRENT SURVEY CONTROL
 GY0493  ___________________________________________________________________
 GY0493* NAD 83(1986)-  37 33 32.     (N)    082 25 17.     (W)     SCALED    
 GY0493* NAVD 88     -       231.037  (meters)     757.99   (feet)  ADJUSTED  
 GY0493  ___________________________________________________________________
 GY0493  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GY0493  DYNAMIC HT  -         230.861 (meters)     757.42  (feet)  COMP
 GY0493  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 GY0493
 GY0493  VERT ORDER  -  SECOND    CLASS 0
 GY0493
 GY0493.The horizontal coordinates were scaled from a topographic map and have
 GY0493.an estimated accuracy of +/- 6 seconds.
 GY0493
 GY0493.The orthometric height was determined by differential leveling
 GY0493.and adjusted by the National Geodetic Survey in June 1991..
 GY0493
 GY0493.The geoid height was determined by GEOID03.
 GY0493
 GY0493.The dynamic height is computed by dividing the NAVD 88
 GY0493.geopotential number by the normal gravity value computed on the
 GY0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0493.degrees latitude (g = 980.6199 gals.).
 GY0493
 GY0493.The modeled gravity was interpolated from observed gravity values.
 GY0493
 GY0493;                    North         East    Units  Estimated Accuracy
 GY0493;SPC KY1Z     - 1,141,260.    1,794,020.      MT  (+/- 180 meters Scaled)
 GY0493
 GY0493                          SUPERSEDED SURVEY CONTROL
 GY0493
 GY0493  NGVD 29 (??/??/92)  231.242  (m)          758.67   (f) ADJ UNCH    2 0
 GY0493
 GY0493.Superseded values are not recommended for survey control.
 GY0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0493.See file dsdata.txt to determine how the superseded data were derived.
 GY0493
 GY0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB744578(NAD 83)
 GY0493_MARKER: DB = BENCH MARK DISK
 GY0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0493_SP_SET: CULVERT
 GY0493_STAMPING: K 298 1952 758.666
 GY0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0493
 GY0493  HISTORY     - Date     Condition        Report By
 GY0493  HISTORY     - 1952     MONUMENTED       CGS
 GY0493  HISTORY     - 1956     GOOD             NGS
 GY0493
 GY0493                          STATION DESCRIPTION
 GY0493
 GY0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0493'2 MI SE FROM META.
 GY0493'2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 632 FROM THE JUNCTION
 GY0493'WITH U.S. HIGHWAY 119 AT META, SET IN THE TOP OF THE NORTHEAST
 GY0493'END OF NORTHWEST HEAD WALL OF A 5-FOOT CONCRETE CULVERT FOR A
 GY0493'BRANCH FOLLOWING BLACK MAN HOLLOW, 23 FEET NORTHWEST OF CENTER
 GY0493'LINE OF HIGHWAY, 1 FOOT SOUTHWEST OF NORTHEAST END OF HEAD WALL
 GY0493'AND ABOUT 4 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0753 ***********************************************************************
 GY0753  DESIGNATION -  K 299
 GY0753  PID         -  GY0753
 GY0753  STATE/COUNTY-  KY/PIKE
 GY0753  USGS QUAD   -  HELLIER (1978)
 GY0753
 GY0753                         *CURRENT SURVEY CONTROL
 GY0753  ___________________________________________________________________
 GY0753* NAD 83(1986)-  37 19 01.     (N)    082 27 34.     (W)     SCALED    
 GY0753* NAVD 88     -       287.711  (meters)     943.93   (feet)  ADJUSTED  
 GY0753  ___________________________________________________________________
 GY0753  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GY0753  DYNAMIC HT  -         287.484 (meters)     943.19  (feet)  COMP
 GY0753  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 GY0753
 GY0753  VERT ORDER  -  SECOND    CLASS 0
 GY0753
 GY0753.The horizontal coordinates were scaled from a topographic map and have
 GY0753.an estimated accuracy of +/- 6 seconds.
 GY0753
 GY0753.The orthometric height was determined by differential leveling
 GY0753.and adjusted by the National Geodetic Survey in June 1991..
 GY0753
 GY0753.The geoid height was determined by GEOID03.
 GY0753
 GY0753.The dynamic height is computed by dividing the NAVD 88
 GY0753.geopotential number by the normal gravity value computed on the
 GY0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0753.degrees latitude (g = 980.6199 gals.).
 GY0753
 GY0753.The modeled gravity was interpolated from observed gravity values.
 GY0753
 GY0753;                    North         East    Units  Estimated Accuracy
 GY0753;SPC KY1Z     - 1,114,310.    1,791,600.      MT  (+/- 180 meters Scaled)
 GY0753
 GY0753                          SUPERSEDED SURVEY CONTROL
 GY0753
 GY0753  NGVD 29 (??/??/92)  287.904  (m)          944.57   (f) ADJ UNCH    2 0
 GY0753
 GY0753.Superseded values are not recommended for survey control.
 GY0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0753.See file dsdata.txt to determine how the superseded data were derived.
 GY0753
 GY0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB706310(NAD 83)
 GY0753_MARKER: DB = BENCH MARK DISK
 GY0753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0753_SP_SET: CULVERT
 GY0753_STAMPING: K 299 1952 944.565
 GY0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0753+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2002
 GY0753
 GY0753  HISTORY     - Date     Condition        Report By
 GY0753  HISTORY     - 1952     MONUMENTED       CGS
 GY0753  HISTORY     - 1956     GOOD             NGS
 GY0753  HISTORY     - 20020724 GOOD             KYDT
 GY0753
 GY0753                          STATION DESCRIPTION
 GY0753
 GY0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0753'0.8 MI NE FROM LOOKOUT.
 GY0753'0.75 MILE NORTHEAST ALONG STATE HIGHWAY 195 FROM THE SCHOOL AT
 GY0753'LOOKOUT, 11 FEET WEST OF THE CENTER LINE OF HIGHWAY, SET IN THE
 GY0753'TOP OF THE SOUTH END OF WEST CONCRETE HEAD WALL OF A 10-FOOT
 GY0753'BOX CULVERT OVER MILL BRANCH, ABOUT 6 INCHES ABOVE THE LEVEL OF
 GY0753'HIGHWAY.
 GY0753
 GY0753                          STATION RECOVERY (2002)
 GY0753
 GY0753'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0959 ***********************************************************************
 HZ0959  DESIGNATION -  K 30
 HZ0959  PID         -  HZ0959
 HZ0959  STATE/COUNTY-  KY/CARROLL
 HZ0959  USGS QUAD   -  WORTHVILLE (1987)
 HZ0959
 HZ0959                         *CURRENT SURVEY CONTROL
 HZ0959  ___________________________________________________________________
 HZ0959* NAD 83(1986)-  38 36 33.     (N)    085 04 10.     (W)     SCALED    
 HZ0959* NAVD 88     -       147.457  (meters)     483.78   (feet)  ADJUSTED  
 HZ0959  ___________________________________________________________________
 HZ0959  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ0959  DYNAMIC HT  -         147.360 (meters)     483.46  (feet)  COMP
 HZ0959  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 HZ0959
 HZ0959  VERT ORDER  -  SECOND    CLASS 0
 HZ0959
 HZ0959.The horizontal coordinates were scaled from a topographic map and have
 HZ0959.an estimated accuracy of +/- 6 seconds.
 HZ0959
 HZ0959.The orthometric height was determined by differential leveling
 HZ0959.and adjusted by the National Geodetic Survey in June 1991..
 HZ0959
 HZ0959.The geoid height was determined by GEOID03.
 HZ0959
 HZ0959.The dynamic height is computed by dividing the NAVD 88
 HZ0959.geopotential number by the normal gravity value computed on the
 HZ0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0959.degrees latitude (g = 980.6199 gals.).
 HZ0959
 HZ0959.The modeled gravity was interpolated from observed gravity values.
 HZ0959
 HZ0959;                    North         East    Units  Estimated Accuracy
 HZ0959;SPC KY1Z     - 1,252,800.    1,559,280.      MT  (+/- 180 meters Scaled)
 HZ0959
 HZ0959                          SUPERSEDED SURVEY CONTROL
 HZ0959
 HZ0959  NGVD 29 (??/??/92)  147.651  (m)          484.42   (f) ADJ UNCH    2 0
 HZ0959
 HZ0959.Superseded values are not recommended for survey control.
 HZ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0959.See file dsdata.txt to determine how the superseded data were derived.
 HZ0959
 HZ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH680751(NAD 83)
 HZ0959_MARKER: DB = BENCH MARK DISK
 HZ0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0959_STAMPING: K 30 1934
 HZ0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0959+STABILITY: SURFACE MOTION
 HZ0959
 HZ0959  HISTORY     - Date     Condition        Report By
 HZ0959  HISTORY     - 1934     MONUMENTED       CGS
 HZ0959  HISTORY     - 1951     GOOD             NGS
 HZ0959
 HZ0959                          STATION DESCRIPTION
 HZ0959
 HZ0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ0959'AT WORTHVILLE.
 HZ0959'AT WORTHVILLE, CARROLL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HZ0959'RAILROAD, 350 FEET SOUTHWEST OF THE STATION, 70 FEET SOUTH OF
 HZ0959'THE CENTERLINE OF U.S. HIGHWAY 227, 22.5 FEET NORTH OF THE
 HZ0959'NORTH RAIL OF A SIDETRACK, AND 8 INCHES LOWER THAN THE TRACK.
 HZ0959'A STANDARD DISK, STAMPED K 30 1934 AND SET IN THE TOP OF A
 HZ0959'CONCRETE POST.
 HZ0959
 HZ0959                          STATION RECOVERY (1951)
 HZ0959
 HZ0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 HZ0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1574 ***********************************************************************
 GY1574  DESIGNATION -  K 300
 GY1574  PID         -  GY1574
 GY1574  STATE/COUNTY-  KY/FLOYD
 GY1574  USGS QUAD   -  LANCER (1992)
 GY1574
 GY1574                         *CURRENT SURVEY CONTROL
 GY1574  ___________________________________________________________________
 GY1574* NAD 83(1986)-  37 39 44.     (N)    082 39 01.     (W)     SCALED    
 GY1574* NAVD 88     -       214.179  (meters)     702.69   (feet)  ADJUSTED  
 GY1574  ___________________________________________________________________
 GY1574  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GY1574  DYNAMIC HT  -         214.019 (meters)     702.16  (feet)  COMP
 GY1574  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 GY1574
 GY1574  VERT ORDER  -  SECOND    CLASS 0
 GY1574
 GY1574.The horizontal coordinates were scaled from a topographic map and have
 GY1574.an estimated accuracy of +/- 6 seconds.
 GY1574
 GY1574.The orthometric height was determined by differential leveling
 GY1574.and adjusted by the National Geodetic Survey in June 1991..
 GY1574
 GY1574.The geoid height was determined by GEOID03.
 GY1574
 GY1574.The dynamic height is computed by dividing the NAVD 88
 GY1574.geopotential number by the normal gravity value computed on the
 GY1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1574.degrees latitude (g = 980.6199 gals.).
 GY1574
 GY1574.The modeled gravity was interpolated from observed gravity values.
 GY1574
 GY1574;                    North         East    Units  Estimated Accuracy
 GY1574;SPC KY1Z     - 1,152,030.    1,773,430.      MT  (+/- 180 meters Scaled)
 GY1574
 GY1574                          SUPERSEDED SURVEY CONTROL
 GY1574
 GY1574  NGVD 29 (??/??/92)  214.383  (m)          703.35   (f) ADJ UNCH    2 0
 GY1574
 GY1574.Superseded values are not recommended for survey control.
 GY1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1574.See file dsdata.txt to determine how the superseded data were derived.
 GY1574
 GY1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB544696(NAD 83)
 GY1574_MARKER: DB = BENCH MARK DISK
 GY1574_SETTING: 66 = SET IN ROCK OUTCROP
 GY1574_SP_SET: ROCK LEDGE
 GY1574_STAMPING: K 300 1952 703.355
 GY1574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1574+STABILITY: POSITION/ELEVATION WELL
 GY1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1574+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 GY1574
 GY1574  HISTORY     - Date     Condition        Report By
 GY1574  HISTORY     - 1952     MONUMENTED       CGS
 GY1574  HISTORY     - 1956     GOOD             NGS
 GY1574  HISTORY     - 20011106 GOOD             KYDT
 GY1574
 GY1574                          STATION DESCRIPTION
 GY1574
 GY1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1574'4.9 MI NE FROM ALVIN.
 GY1574'4.9 MILES NORTHEAST ALONG STATE HIGHWAY 1100 FROM THE JUNCTION OF
 GY1574'U.S. HIGHWAYS 23 AND 460 AT ALVIN, 0.1 MILE NORTH OF JARVIS SCHOOL,
 GY1574'0.55 MILE SOUTHWEST OF THE JUNCTION OF A ROAD NORTHWEST, 226 FEET
 GY1574'SOUTH SOUTHEAST AND ACROSS ROAD FROM THE HOME OF THOMAS JARVIS, 77
 GY1574'FEET NORTH OF SOUTH END OF QUARRY, IN THE TOP OF A NARROW LEDGE
 GY1574'ON WALL OF ABANDONED QUARRY, ABOUT 5 FEET ABOVE THE LEVEL OF ROAD,
 GY1574'32 FEET EAST OF CENTER LINE OF ROAD.
 GY1574
 GY1574                          STATION RECOVERY (2001)
 GY1574
 GY1574'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1641 ***********************************************************************
 GY1641  DESIGNATION -  K 301
 GY1641  PID         -  GY1641
 GY1641  STATE/COUNTY-  KY/JOHNSON
 GY1641  USGS QUAD   -  OFFUTT (1992)
 GY1641
 GY1641                         *CURRENT SURVEY CONTROL
 GY1641  ___________________________________________________________________
 GY1641* NAD 83(1986)-  37 45 42.     (N)    082 40 53.     (W)     SCALED    
 GY1641* NAVD 88     -       197.112  (meters)     646.69   (feet)  ADJUSTED  
 GY1641  ___________________________________________________________________
 GY1641  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GY1641  DYNAMIC HT  -         196.965 (meters)     646.21  (feet)  COMP
 GY1641  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 GY1641
 GY1641  VERT ORDER  -  SECOND    CLASS 0
 GY1641
 GY1641.The horizontal coordinates were scaled from a topographic map and have
 GY1641.an estimated accuracy of +/- 6 seconds.
 GY1641
 GY1641.The orthometric height was determined by differential leveling
 GY1641.and adjusted by the National Geodetic Survey in June 1991..
 GY1641
 GY1641.The geoid height was determined by GEOID03.
 GY1641
 GY1641.The dynamic height is computed by dividing the NAVD 88
 GY1641.geopotential number by the normal gravity value computed on the
 GY1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1641.degrees latitude (g = 980.6199 gals.).
 GY1641
 GY1641.The modeled gravity was interpolated from observed gravity values.
 GY1641
 GY1641;                    North         East    Units  Estimated Accuracy
 GY1641;SPC KY1Z     - 1,162,970.    1,770,320.      MT  (+/- 180 meters Scaled)
 GY1641
 GY1641                          SUPERSEDED SURVEY CONTROL
 GY1641
 GY1641  NGVD 29 (??/??/92)  197.319  (m)          647.37   (f) ADJ UNCH    2 0
 GY1641
 GY1641.Superseded values are not recommended for survey control.
 GY1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1641.See file dsdata.txt to determine how the superseded data were derived.
 GY1641
 GY1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB518807(NAD 83)
 GY1641_MARKER: DB = BENCH MARK DISK
 GY1641_SETTING: 66 = SET IN ROCK OUTCROP
 GY1641_SP_SET: ROCK LEDGE
 GY1641_STAMPING: K 301 1952
 GY1641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1641+STABILITY: POSITION/ELEVATION WELL
 GY1641
 GY1641  HISTORY     - Date     Condition        Report By
 GY1641  HISTORY     - 1952     MONUMENTED       CGS
 GY1641
 GY1641                          STATION DESCRIPTION
 GY1641
 GY1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY1641'0.5 MI E FROM ODDS.
 GY1641'ABOUT 0.5 MILE EAST ALONG A ROAD FROM THE SCHOOL AND CHURCH AT
 GY1641'ODDS, IN THE TOP OF AN OUTCROPPING SANDSTONE LEDGE, 16 FEET
 GY1641'SOUTHEAST OF CENTER LINE OF ROAD AND CREEK BED, 190 FEET SOUTH
 GY1641'AND ACROSS ROAD AND CREEK FROM SOUTHEAST CORNER OF JOE RAMEY
 GY1641'RESIDENCE AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD AND CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1642 ***********************************************************************
 GY1642  DESIGNATION -  K 301 RESET 1956
 GY1642  PID         -  GY1642
 GY1642  STATE/COUNTY-  KY/JOHNSON
 GY1642  USGS QUAD   -  OFFUTT (1992)
 GY1642
 GY1642                         *CURRENT SURVEY CONTROL
 GY1642  ___________________________________________________________________
 GY1642* NAD 83(1986)-  37 45 42.     (N)    082 40 53.     (W)     SCALED    
 GY1642* NAVD 88     -       197.60   (meters)     648.3    (feet)  RESET     
 GY1642  ___________________________________________________________________
 GY1642  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GY1642
 GY1642  VERT ORDER  -  THIRD
 GY1642
 GY1642.The horizontal coordinates were scaled from a topographic map and have
 GY1642.an estimated accuracy of +/- 6 seconds.
 GY1642
 GY1642.The orthometric height was computed from unverified reset data.
 GY1642.No vertical observational check was made to the station.
 GY1642
 GY1642.The geoid height was determined by GEOID03.
 GY1642
 GY1642;                    North         East    Units  Estimated Accuracy
 GY1642;SPC KY1Z     - 1,162,970.    1,770,320.      MT  (+/- 180 meters Scaled)
 GY1642
 GY1642                          SUPERSEDED SURVEY CONTROL
 GY1642
 GY1642  NGVD 29 (10/08/05)  197.81   (m)          649.0    (f) RESET       3  
 GY1642
 GY1642.Superseded values are not recommended for survey control.
 GY1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1642.See file dsdata.txt to determine how the superseded data were derived.
 GY1642
 GY1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB518807(NAD 83)
 GY1642_MARKER: DB = BENCH MARK DISK
 GY1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1642_STAMPING: K 301 RESET 1956 648.977
 GY1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1642+STABILITY: SURFACE MOTION
 GY1642
 GY1642  HISTORY     - Date     Condition        Report By
 GY1642  HISTORY     - 1956     MONUMENTED       CGS
 GY1642  HISTORY     - 1956     GOOD             NGS
 GY1642
 GY1642                          STATION DESCRIPTION
 GY1642
 GY1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1642'0.5 MI E FROM ODDS.
 GY1642'0.5 MILE EAST ALONG ROAD FROM CHURCH AND SCHOOL AT ODDS, AT THE
 GY1642'JOE RAMEY FARM, ABOUT 300 FEET NORTHWEST OF THE NEW ROAD*, 200
 GY1642'FEET NORTHEAST OF THE FARM HOUSE, 40 FEET NORTHWEST AND ACROSS
 GY1642'CREEK FROM OLD ROAD, 70 FEET SOUTHWEST OF THE SOUTH CORNER OF A
 GY1642'BARN, 28.8 FEET NORTHEAST OF THE CENTER OF A GATE AND LANE
 GY1642'NORTHWEST, 20 FEET NORTHWEST OF CENTER OF CREEK, 14 FEET SOUTH OF
 GY1642'CORNER OF BARN LOT, 1 FOOT SOUTHEAST OF FENCE LINE, SET IN THE
 GY1642'TOP OF A CONCRETE POST PROJECTING 2 INCHES, 1 FOOT BELOW THE
 GY1642'LEVEL OF OLD ROAD, 3.5 FEET ABOVE CREEK BED.  *THIS IS ESTIMATED
 GY1642'DISTANCE AS ROAD HAS NOT BEEN STARTED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1383 ***********************************************************************
 GY1383  DESIGNATION -  K 302
 GY1383  PID         -  GY1383
 GY1383  STATE/COUNTY-  KY/JOHNSON
 GY1383  USGS QUAD   -  SITKA (1992)
 GY1383
 GY1383                         *CURRENT SURVEY CONTROL
 GY1383  ___________________________________________________________________
 GY1383* NAD 83(1986)-  37 53 55.     (N)    082 48 28.     (W)     SCALED    
 GY1383* NAVD 88     -       202.487  (meters)     664.33   (feet)  ADJUSTED  
 GY1383  ___________________________________________________________________
 GY1383  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GY1383  DYNAMIC HT  -         202.337 (meters)     663.83  (feet)  COMP
 GY1383  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 GY1383
 GY1383  VERT ORDER  -  SECOND    CLASS 0
 GY1383
 GY1383.The horizontal coordinates were scaled from a topographic map and have
 GY1383.an estimated accuracy of +/- 6 seconds.
 GY1383
 GY1383.The orthometric height was determined by differential leveling
 GY1383.and adjusted by the National Geodetic Survey in June 1991..
 GY1383
 GY1383.The geoid height was determined by GEOID03.
 GY1383
 GY1383.The dynamic height is computed by dividing the NAVD 88
 GY1383.geopotential number by the normal gravity value computed on the
 GY1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1383.degrees latitude (g = 980.6199 gals.).
 GY1383
 GY1383.The modeled gravity was interpolated from observed gravity values.
 GY1383
 GY1383;                    North         East    Units  Estimated Accuracy
 GY1383;SPC KY1Z     - 1,177,800.    1,758,710.      MT  (+/- 180 meters Scaled)
 GY1383
 GY1383                          SUPERSEDED SURVEY CONTROL
 GY1383
 GY1383  NGVD 29 (??/??/92)  202.689  (m)          664.99   (f) ADJ UNCH    2 0
 GY1383
 GY1383.Superseded values are not recommended for survey control.
 GY1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1383.See file dsdata.txt to determine how the superseded data were derived.
 GY1383
 GY1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB410961(NAD 83)
 GY1383_MARKER: DB = BENCH MARK DISK
 GY1383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1383_SP_SET: BRIDGE
 GY1383_STAMPING: K 302 1952 664.989
 GY1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1383+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1997
 GY1383
 GY1383  HISTORY     - Date     Condition        Report By
 GY1383  HISTORY     - 1952     MONUMENTED       CGS
 GY1383  HISTORY     - 1955     GOOD             NGS
 GY1383  HISTORY     - 19970617 GOOD             KYDT
 GY1383
 GY1383                          STATION DESCRIPTION
 GY1383
 GY1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1383'3 MI NW FROM NIPPA.
 GY1383'0.6 MILE NORTH ALONG U.S. HIGHWAY 23 FROM THE TOMS CREEK BAPTIST
 GY1383'CHURCH AT NIPPA, THENCE 2.45 MILES NORTHWEST FROM CASTLES CASH
 GY1383'STORE ALONG A BLACK TOP AND GRAVEL ROAD, 0.6 MILE NORTH OF A
 GY1383'CHURCH AND SCHOOL AT STAMBAUGH, 2.7 MILES SOUTH ALONG A GRAVEL
 GY1383'ROAD FROM THE SCHOOL AT CHANDLERVILLE, IN THE TOP OF THE WEST END
 GY1383'OF THE NORTH STONE ABUTMENT OF FROG ORNEY CREEK BRIDGE, A STEEL
 GY1383'BRIDGE WITH CONCRETE DECK, 13 FEET WEST OF THE CENTER OF ROAD,
 GY1383'ABOUT LEVEL WITH ROAD.
 GY1383
 GY1383                          STATION RECOVERY (1997)
 GY1383
 GY1383'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1388 ***********************************************************************
 GY1388  DESIGNATION -  K 303
 GY1388  PID         -  GY1388
 GY1388  STATE/COUNTY-  KY/JOHNSON
 GY1388  USGS QUAD   -  SITKA (1992)
 GY1388
 GY1388                         *CURRENT SURVEY CONTROL
 GY1388  ___________________________________________________________________
 GY1388* NAD 83(1986)-  37 57 32.     (N)    082 49 19.     (W)     SCALED    
 GY1388* NAVD 88     -       240.558  (meters)     789.23   (feet)  ADJUSTED  
 GY1388  ___________________________________________________________________
 GY1388  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 GY1388  DYNAMIC HT  -         240.382 (meters)     788.65  (feet)  COMP
 GY1388  MODELED GRAV-     979,892.4   (mgal)                       NAVD 88
 GY1388
 GY1388  VERT ORDER  -  SECOND    CLASS 0
 GY1388
 GY1388.The horizontal coordinates were scaled from a topographic map and have
 GY1388.an estimated accuracy of +/- 6 seconds.
 GY1388
 GY1388.The orthometric height was determined by differential leveling
 GY1388.and adjusted by the National Geodetic Survey in June 1991..
 GY1388
 GY1388.The geoid height was determined by GEOID03.
 GY1388
 GY1388.The dynamic height is computed by dividing the NAVD 88
 GY1388.geopotential number by the normal gravity value computed on the
 GY1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1388.degrees latitude (g = 980.6199 gals.).
 GY1388
 GY1388.The modeled gravity was interpolated from observed gravity values.
 GY1388
 GY1388;                    North         East    Units  Estimated Accuracy
 GY1388;SPC KY1Z     - 1,184,440.    1,757,260.      MT  (+/- 180 meters Scaled)
 GY1388
 GY1388                          SUPERSEDED SURVEY CONTROL
 GY1388
 GY1388  NGVD 29 (??/??/92)  240.761  (m)          789.90   (f) ADJ UNCH    2 0
 GY1388
 GY1388.Superseded values are not recommended for survey control.
 GY1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1388.See file dsdata.txt to determine how the superseded data were derived.
 GY1388
 GY1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC399028(NAD 83)
 GY1388_MARKER: DB = BENCH MARK DISK
 GY1388_SETTING: 66 = SET IN ROCK OUTCROP
 GY1388_SP_SET: ROCK LEDGE
 GY1388_STAMPING: K 303 1952 789.897
 GY1388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1388+STABILITY: POSITION/ELEVATION WELL
 GY1388
 GY1388  HISTORY     - Date     Condition        Report By
 GY1388  HISTORY     - 1952     MONUMENTED       CGS
 GY1388  HISTORY     - 1955     GOOD             NGS
 GY1388
 GY1388                          STATION DESCRIPTION
 GY1388
 GY1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1388'1.9 MI N FROM CHANDLERVILLE.
 GY1388'1.9 MILES NORTH ALONG A DIRT ROAD FROM THE SCHOOL AT
 GY1388'CHANDLERVILLE, 0.95 MILE NORTH OF THE JUNCTION OF A DIRT ROAD
 GY1388'EAST, 195 FEET NORTH AND ACROSS ROAD FROM THE L.F. LEMASTER HOME,
 GY1388'38 FEET SOUTHEAST AND ACROSS ROAD FROM A POWER POLE WITH GUY WIRE,
 GY1388'29 FEET NORTHWEST OF FORKED OAK TREE, 11 FEET EAST OF THE CENTER
 GY1388'OF ROAD, IN THE TOP OF A SANDSTONE LEDGE AT FOOT OF HILL, ABOUT 4
 GY1388'FEET ABOVE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0955 ***********************************************************************
 HY0955  DESIGNATION -  K 304
 HY0955  PID         -  HY0955
 HY0955  STATE/COUNTY-  KY/LAWRENCE
 HY0955  USGS QUAD   -  ADAMS (1993)
 HY0955
 HY0955                         *CURRENT SURVEY CONTROL
 HY0955  ___________________________________________________________________
 HY0955* NAD 83(1986)-  38 02 56.     (N)    082 42 47.     (W)     SCALED    
 HY0955* NAVD 88     -       199.099  (meters)     653.21   (feet)  ADJUSTED  
 HY0955  ___________________________________________________________________
 HY0955  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HY0955  DYNAMIC HT  -         198.957 (meters)     652.74  (feet)  COMP
 HY0955  MODELED GRAV-     979,912.2   (mgal)                       NAVD 88
 HY0955
 HY0955  VERT ORDER  -  SECOND    CLASS 0
 HY0955
 HY0955.The horizontal coordinates were scaled from a topographic map and have
 HY0955.an estimated accuracy of +/- 6 seconds.
 HY0955
 HY0955.The orthometric height was determined by differential leveling
 HY0955.and adjusted by the National Geodetic Survey in June 1991..
 HY0955
 HY0955.The geoid height was determined by GEOID03.
 HY0955
 HY0955.The dynamic height is computed by dividing the NAVD 88
 HY0955.geopotential number by the normal gravity value computed on the
 HY0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0955.degrees latitude (g = 980.6199 gals.).
 HY0955
 HY0955.The modeled gravity was interpolated from observed gravity values.
 HY0955
 HY0955;                    North         East    Units  Estimated Accuracy
 HY0955;SPC KY1Z     - 1,194,730.    1,766,490.      MT  (+/- 180 meters Scaled)
 HY0955
 HY0955                          SUPERSEDED SURVEY CONTROL
 HY0955
 HY0955  NGVD 29 (??/??/92)  199.307  (m)          653.89   (f) ADJ UNCH    2 0
 HY0955
 HY0955.Superseded values are not recommended for survey control.
 HY0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0955.See file dsdata.txt to determine how the superseded data were derived.
 HY0955
 HY0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC496126(NAD 83)
 HY0955_MARKER: DB = BENCH MARK DISK
 HY0955_SETTING: 66 = SET IN ROCK OUTCROP
 HY0955_SP_SET: ROCK LEDGE
 HY0955_STAMPING: K 304 1952 653.893
 HY0955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0955+STABILITY: POSITION/ELEVATION WELL
 HY0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0955+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 HY0955
 HY0955  HISTORY     - Date     Condition        Report By
 HY0955  HISTORY     - 1952     MONUMENTED       CGS
 HY0955  HISTORY     - 1955     GOOD             NGS
 HY0955  HISTORY     - 19960729 GOOD             KYDT
 HY0955
 HY0955                          STATION DESCRIPTION
 HY0955
 HY0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0955'0.5 MI S FROM ADAMS.
 HY0955'0.5 MILE SOUTH ALONG A GRAVEL ROAD LEADING TO CHARLEY FROM THE
 HY0955'JUNCTION OF STATE HIGHWAY 32 AND POST OFFICE AT ADAMS, 0.15 MILE
 HY0955'SOUTH OF A 50-FOOT CONCRETE BRIDGE OVER RIGHT FORK OF LITTLE
 HY0955'BLAINE CREEK, 215 FEET NORTHWEST OF THE NORTHEAST END OF A 30-INCH
 HY0955'TILE PIPE CULVERT, 203 FEET SOUTHEAST AND ACROSS ROAD FROM
 HY0955'THE NORTHEAST END OF A FOOT BRIDGE OVER A CREEK TO A 2-STORY
 HY0955'WHITE HOUSE, 25 FEET NORTHWEST OF THE NORTHEAST END OF A 24-INCH
 HY0955'TILE PIPE CULVERT, IN THE TOP OF A SANDSTONE LEDGE PROJECTING OUT
 HY0955'OF CUT, 15 FEET NORTHEAST OF THE CENTER OF THE ROAD, ABOUT 5
 HY0955'FEET ABOVE LEVEL OF ROAD.
 HY0955
 HY0955                          STATION RECOVERY (1996)
 HY0955
 HY0955'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 HY0955'43 FEET NORTH AND ACROSS ROAD FROM A FENCE CORNER, ABOUT 3 FEET ABOVE
 HY0955'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2183 ***********************************************************************
 GY2183  DESIGNATION -  K 305
 GY2183  PID         -  GY2183
 GY2183  STATE/COUNTY-  KY/KNOTT
 GY2183  USGS QUAD   -  VEST (1992)
 GY2183
 GY2183                         *CURRENT SURVEY CONTROL
 GY2183  ___________________________________________________________________
 GY2183* NAD 83(1986)-  37 23 14.     (N)    083 05 09.     (W)     SCALED    
 GY2183* NAVD 88     -       289.616  (meters)     950.18   (feet)  ADJUSTED  
 GY2183  ___________________________________________________________________
 GY2183  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GY2183  DYNAMIC HT  -         289.387 (meters)     949.43  (feet)  COMP
 GY2183  MODELED GRAV-     979,833.4   (mgal)                       NAVD 88
 GY2183
 GY2183  VERT ORDER  -  SECOND    CLASS 0
 GY2183
 GY2183.The horizontal coordinates were scaled from a topographic map and have
 GY2183.an estimated accuracy of +/- 6 seconds.
 GY2183
 GY2183.The orthometric height was determined by differential leveling
 GY2183.and adjusted by the National Geodetic Survey in June 1991..
 GY2183
 GY2183.The geoid height was determined by GEOID03.
 GY2183
 GY2183.The dynamic height is computed by dividing the NAVD 88
 GY2183.geopotential number by the normal gravity value computed on the
 GY2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2183.degrees latitude (g = 980.6199 gals.).
 GY2183
 GY2183.The modeled gravity was interpolated from observed gravity values.
 GY2183
 GY2183;                    North         East    Units  Estimated Accuracy
 GY2183;SPC KY1Z     - 1,120,330.    1,735,890.      MT  (+/- 180 meters Scaled)
 GY2183
 GY2183                          SUPERSEDED SURVEY CONTROL
 GY2183
 GY2183  NGVD 29 (??/??/92)  289.777  (m)          950.71   (f) ADJ UNCH    2 0
 GY2183
 GY2183.Superseded values are not recommended for survey control.
 GY2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2183.See file dsdata.txt to determine how the superseded data were derived.
 GY2183
 GY2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB153398(NAD 83)
 GY2183_MARKER: DB = BENCH MARK DISK
 GY2183_SETTING: 66 = SET IN ROCK OUTCROP
 GY2183_SP_SET: ROCK OUTCROP
 GY2183_STAMPING: K 305 1952 950.710
 GY2183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2183+STABILITY: POSITION/ELEVATION WELL
 GY2183
 GY2183  HISTORY     - Date     Condition        Report By
 GY2183  HISTORY     - 1952     MONUMENTED       CGS
 GY2183  HISTORY     - 1956     GOOD             NGS
 GY2183  HISTORY     - 19970211 MARK NOT FOUND   KYDT
 GY2183
 GY2183                          STATION DESCRIPTION
 GY2183
 GY2183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2183'6.2 MI E FROM ARY.
 GY2183'6.2 MILES EAST ALONG A ROAD FOLLOWING BALLS FORK FROM THE JUNCTION
 GY2183'OF STATE HIGHWAY 15 AND HIGHWAY BRIDGE OVER BALLS FORK AT ARY,
 GY2183'ABOUT 1.8 MILES WEST OF PUNCHEON CAMP SCHOOL, ABOUT 0.65 MILE
 GY2183'EAST OF A CULVERT FOR ZACH BRANCH, ABOUT 0.4 MILE EAST OF GRISBYS
 GY2183'STORE, 40 FEET WEST OF THE CENTER OF ROAD, SET IN THE TOP OF THE
 GY2183'EAST END OF A RIDGE LIKE OUTCROP ABOUT 10 FEET LONG, 34 FEET WEST
 GY2183'OF A WIRE FENCE, IN A WOODED PASTURE, 49 FEET SOUTH OF A CROSS FENCE
 GY2183'ABOUT 2 FEET ABOVE THE GROUND AND 6 1/2 FEET ABOVE THE LEVEL
 GY2183'OF ROAD.
 GY2183
 GY2183                          STATION RECOVERY (1997)
 GY2183
 GY2183'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY2183'BELIEVE MARK GRADED OUT DURING PREVIOUS ROAD WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2208 ***********************************************************************
 GY2208  DESIGNATION -  K 306
 GY2208  PID         -  GY2208
 GY2208  STATE/COUNTY-  KY/BREATHITT
 GY2208  USGS QUAD   -  NOBLE (1976)
 GY2208
 GY2208                         *CURRENT SURVEY CONTROL
 GY2208  ___________________________________________________________________
 GY2208* NAD 83(1986)-  37 27 14.     (N)    083 10 30.     (W)     SCALED    
 GY2208* NAVD 88     -       251.170  (meters)     824.05   (feet)  ADJUSTED  
 GY2208  ___________________________________________________________________
 GY2208  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GY2208  DYNAMIC HT  -         250.975 (meters)     823.41  (feet)  COMP
 GY2208  MODELED GRAV-     979,847.9   (mgal)                       NAVD 88
 GY2208
 GY2208  VERT ORDER  -  SECOND    CLASS 0
 GY2208
 GY2208.The horizontal coordinates were scaled from a topographic map and have
 GY2208.an estimated accuracy of +/- 6 seconds.
 GY2208
 GY2208.The orthometric height was determined by differential leveling
 GY2208.and adjusted by the National Geodetic Survey in June 1991..
 GY2208
 GY2208.The geoid height was determined by GEOID03.
 GY2208
 GY2208.The dynamic height is computed by dividing the NAVD 88
 GY2208.geopotential number by the normal gravity value computed on the
 GY2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2208.degrees latitude (g = 980.6199 gals.).
 GY2208
 GY2208.The modeled gravity was interpolated from observed gravity values.
 GY2208
 GY2208;                    North         East    Units  Estimated Accuracy
 GY2208;SPC KY1Z     - 1,127,510.    1,727,790.      MT  (+/- 180 meters Scaled)
 GY2208
 GY2208                          SUPERSEDED SURVEY CONTROL
 GY2208
 GY2208  NGVD 29 (??/??/92)  251.333  (m)          824.58   (f) ADJ UNCH    2 0
 GY2208
 GY2208.Superseded values are not recommended for survey control.
 GY2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2208.See file dsdata.txt to determine how the superseded data were derived.
 GY2208
 GY2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB076474(NAD 83)
 GY2208_MARKER: DB = BENCH MARK DISK
 GY2208_SETTING: 66 = SET IN ROCK OUTCROP
 GY2208_SP_SET: ROCK CUT
 GY2208_STAMPING: K 306 1952 824.582
 GY2208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2208+STABILITY: POSITION/ELEVATION WELL
 GY2208
 GY2208  HISTORY     - Date     Condition        Report By
 GY2208  HISTORY     - 1952     MONUMENTED       CGS
 GY2208  HISTORY     - 1956     GOOD             NGS
 GY2208
 GY2208                          STATION DESCRIPTION
 GY2208
 GY2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2208'1.2 MI E FROM NOBLE.
 GY2208'1.25 MILE EAST ALONG ROAD FOLLOWING BUCKHORN CREEK FROM POST
 GY2208'OFFICE AT NOBLE, 0.5 MILE WEST OF THE JUNCTION OF ROADS EAST
 GY2208'ALONG BUCKHORN CREEK AND NORTHEAST ALONG CLEMENTS FORK AND
 GY2208'LEADING TO DECOY, ABOUT 0.15 MILE EAST OF THE CONFLUENCE OF
 GY2208'BUCKHORN CREEK AND LEWIS FORK, AT THE WEST END OF A LOG AND
 GY2208'PLANK BRIDGE OVER BUCKHORN CREEK, 12 FEET SOUTH OF CENTER
 GY2208'OF ROAD, 30 FEET SOUTHWEST OF CENTER OF BRIDGE AND CREEK, SET
 GY2208'VERTICALLY ABOUT 2.5 FEET ABOVE GROUND IN THE NORTH FACE OF A
 GY2208'LARGE ROCK OUTCROP AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2173 ***********************************************************************
 GY2173  DESIGNATION -  K 307
 GY2173  PID         -  GY2173
 GY2173  STATE/COUNTY-  KY/KNOTT
 GY2173  USGS QUAD   -  CARRIE (1992)
 GY2173
 GY2173                         *CURRENT SURVEY CONTROL
 GY2173  ___________________________________________________________________
 GY2173* NAD 83(1986)-  37 20 24.     (N)    083 00 16.     (W)     SCALED    
 GY2173* NAVD 88     -       310.221  (meters)    1017.78   (feet)  ADJUSTED  
 GY2173  ___________________________________________________________________
 GY2173  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GY2173  DYNAMIC HT  -         309.972 (meters)    1016.97  (feet)  COMP
 GY2173  MODELED GRAV-     979,819.1   (mgal)                       NAVD 88
 GY2173
 GY2173  VERT ORDER  -  SECOND    CLASS 0
 GY2173
 GY2173.The horizontal coordinates were scaled from a topographic map and have
 GY2173.an estimated accuracy of +/- 6 seconds.
 GY2173
 GY2173.The orthometric height was determined by differential leveling
 GY2173.and adjusted by the National Geodetic Survey in June 1991..
 GY2173
 GY2173.The geoid height was determined by GEOID03.
 GY2173
 GY2173.The dynamic height is computed by dividing the NAVD 88
 GY2173.geopotential number by the normal gravity value computed on the
 GY2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2173.degrees latitude (g = 980.6199 gals.).
 GY2173
 GY2173.The modeled gravity was interpolated from observed gravity values.
 GY2173
 GY2173;                    North         East    Units  Estimated Accuracy
 GY2173;SPC KY1Z     - 1,115,300.    1,743,250.      MT  (+/- 180 meters Scaled)
 GY2173
 GY2173                          SUPERSEDED SURVEY CONTROL
 GY2173
 GY2173  NGVD 29 (??/??/92)  310.384  (m)         1018.32   (f) ADJ UNCH    2 0
 GY2173
 GY2173.Superseded values are not recommended for survey control.
 GY2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2173.See file dsdata.txt to determine how the superseded data were derived.
 GY2173
 GY2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB224344(NAD 83)
 GY2173_MARKER: DB = BENCH MARK DISK
 GY2173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2173_SP_SET: CULVERT
 GY2173_STAMPING: K 307 1952 1018.318
 GY2173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2173
 GY2173  HISTORY     - Date     Condition        Report By
 GY2173  HISTORY     - 1952     MONUMENTED       CGS
 GY2173  HISTORY     - 1956     GOOD             NGS
 GY2173  HISTORY     - 19960612 POOR             KYDT
 GY2173
 GY2173                          STATION DESCRIPTION
 GY2173
 GY2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2173'2.4 MI NW FROM HINDMAN.
 GY2173'2.15 MILES WEST ALONG STATE HIGHWAY 80 FROM THE COURT HOUSE AT
 GY2173'HINDMAN, THENCE 0.25 MILE NORTH ALONG A GRAVEL ROAD LEADING TO
 GY2173'VEST, SET IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF
 GY2173'A 24-FOOT SKEW CONCRETE AND STONE CULVERT FOR OGDEN BRANCH,
 GY2173'10 FEET EAST OF CENTER OF ROAD, 1 1/2 FEET SOUTH OF NORTH END OF
 GY2173'HEAD WALL AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
 GY2173
 GY2173                          STATION RECOVERY (1996)
 GY2173
 GY2173'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2173'MUTILATED BUT SOLID, MARK IS 0.5 FOOT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2190 ***********************************************************************
 GY2190  DESIGNATION -  K 308
 GY2190  PID         -  GY2190
 GY2190  STATE/COUNTY-  KY/KNOTT
 GY2190  USGS QUAD   -  VEST (1992)
 GY2190
 GY2190                         *CURRENT SURVEY CONTROL
 GY2190  ___________________________________________________________________
 GY2190* NAD 83(1986)-  37 27 16.     (N)    083 01 50.     (W)     SCALED    
 GY2190* NAVD 88     -       300.594  (meters)     986.20   (feet)  ADJUSTED  
 GY2190  ___________________________________________________________________
 GY2190  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GY2190  DYNAMIC HT  -         300.357 (meters)     985.42  (feet)  COMP
 GY2190  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 GY2190
 GY2190  VERT ORDER  -  SECOND    CLASS 0
 GY2190
 GY2190.The horizontal coordinates were scaled from a topographic map and have
 GY2190.an estimated accuracy of +/- 6 seconds.
 GY2190
 GY2190.The orthometric height was determined by differential leveling
 GY2190.and adjusted by the National Geodetic Survey in June 1991..
 GY2190
 GY2190.The geoid height was determined by GEOID03.
 GY2190
 GY2190.The dynamic height is computed by dividing the NAVD 88
 GY2190.geopotential number by the normal gravity value computed on the
 GY2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2190.degrees latitude (g = 980.6199 gals.).
 GY2190
 GY2190.The modeled gravity was interpolated from observed gravity values.
 GY2190
 GY2190;                    North         East    Units  Estimated Accuracy
 GY2190;SPC KY1Z     - 1,127,930.    1,740,560.      MT  (+/- 180 meters Scaled)
 GY2190
 GY2190                          SUPERSEDED SURVEY CONTROL
 GY2190
 GY2190  NGVD 29 (??/??/92)  300.753  (m)          986.72   (f) ADJ UNCH    2 0
 GY2190
 GY2190.Superseded values are not recommended for survey control.
 GY2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2190.See file dsdata.txt to determine how the superseded data were derived.
 GY2190
 GY2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB204472(NAD 83)
 GY2190_MARKER: DB = BENCH MARK DISK
 GY2190_SETTING: 66 = SET IN ROCK OUTCROP
 GY2190_SP_SET: ROCK OUTCROP
 GY2190_STAMPING: K 308 1952 986.720
 GY2190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2190+STABILITY: POSITION/ELEVATION WELL
 GY2190
 GY2190  HISTORY     - Date     Condition        Report By
 GY2190  HISTORY     - 1952     MONUMENTED       CGS
 GY2190  HISTORY     - 1956     GOOD             NGS
 GY2190
 GY2190                          STATION DESCRIPTION
 GY2190
 GY2190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2190'0.2 MI NW FROM ELMROCK.
 GY2190'0.25 MILE NORTHWEST OF THE BAKER SCHOOL AND MOUTH OF BAKER BRANCH
 GY2190'ALONG A ROUGH ROAD FOLLOWING LAUREL FORK OF QUICKSAND CREEK, 0.35
 GY2190'MILE NORTHWEST OF THE POST OFFICE AT ELMROCK, 0.2 MILE SOUTHEAST
 GY2190'OF FORD ACROSS DEEPHOLE BRANCH, SET VERTICALLY IN THE NORTHEAST
 GY2190'FACE OF A VERY LARGE OUTCROP OF ROCK, 65 YARDS SOUTHEAST OF
 GY2190'JUNCTION OF A TRAIL LEADING SOUTH SOUTHEAST AND DOWN STREAM ALONG
 GY2190'A CREEK, 9 FEET SOUTHWEST OF CENTER OF ROAD, 9 FEET SOUTHEAST OF
 GY2190'NORTHWEST FACE OF OUTCROP, 2.5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1281 ***********************************************************************
 GY1281  DESIGNATION -  K 309
 GY1281  PID         -  GY1281
 GY1281  STATE/COUNTY-  KY/KNOTT
 GY1281  USGS QUAD   -  HANDSHOE (1992)
 GY1281
 GY1281                         *CURRENT SURVEY CONTROL
 GY1281  ___________________________________________________________________
 GY1281* NAD 83(1986)-  37 28 18.     (N)    082 54 16.     (W)     SCALED    
 GY1281* NAVD 88     -       241.837  (meters)     793.43   (feet)  POSTED    
 GY1281  ___________________________________________________________________
 GY1281  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GY1281  DYNAMIC HT  -         241.650 (meters)     792.81  (feet)  COMP
 GY1281  MODELED GRAV-     979,832.1   (mgal)                       NAVD 88
 GY1281
 GY1281  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GY1281
 GY1281.The horizontal coordinates were scaled from a topographic map and have
 GY1281.an estimated accuracy of +/- 6 seconds.
 GY1281
 GY1281.The orthometric height was determined by differential leveling
 GY1281.and adjusted by the National Geodetic Survey in 1992..
 GY1281.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GY1281.rate of 2.1 thru 3.0 mm/km.
 GY1281
 GY1281.The geoid height was determined by GEOID03.
 GY1281
 GY1281.The dynamic height is computed by dividing the NAVD 88
 GY1281.geopotential number by the normal gravity value computed on the
 GY1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1281.degrees latitude (g = 980.6199 gals.).
 GY1281
 GY1281.The modeled gravity was interpolated from observed gravity values.
 GY1281
 GY1281;                    North         East    Units  Estimated Accuracy
 GY1281;SPC KY1Z     - 1,130,170.    1,751,660.      MT  (+/- 180 meters Scaled)
 GY1281
 GY1281                          SUPERSEDED SURVEY CONTROL
 GY1281
 GY1281  NGVD 29 (??/??/92)  242.004  (m)          793.97   (f) ADJ UNCH    2 0
 GY1281
 GY1281.Superseded values are not recommended for survey control.
 GY1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1281.See file dsdata.txt to determine how the superseded data were derived.
 GY1281
 GY1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB315489(NAD 83)
 GY1281_MARKER: DB = BENCH MARK DISK
 GY1281_SETTING: 66 = SET IN ROCK OUTCROP
 GY1281_SP_SET: ROCK CLIFF
 GY1281_STAMPING: K 309 1952 793.975
 GY1281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1281+STABILITY: POSITION/ELEVATION WELL
 GY1281
 GY1281  HISTORY     - Date     Condition        Report By
 GY1281  HISTORY     - 1952     MONUMENTED       CGS
 GY1281  HISTORY     - 1956     GOOD             NGS
 GY1281
 GY1281                          STATION DESCRIPTION
 GY1281
 GY1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1281'AT HANDSHOE.
 GY1281'AT HANDSHOE, ABOUT 100 YARDS NORTHEAST OF THE STORE AND POST
 GY1281'OFFICE, ABOUT 0.5 MILE NORTHEAST OF SNAG FORK SCHOOL, 48 FEET
 GY1281'SOUTHEAST AND ACROSS SALTLICK CREEK FROM CENTER OF ROAD, SET
 GY1281'VERTICALLY ABOUT 4 FEET ABOVE CREEK BED IN A 6-INCH LAYER OF
 GY1281'ROCK IN A LAYERED CLIFF, 8 FEET SOUTHEAST OF CENTER OF SLATLICK
 GY1281'CREEK AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1086 ***********************************************************************
 HZ1086  DESIGNATION -  K 31
 HZ1086  PID         -  HZ1086
 HZ1086  STATE/COUNTY-  KY/OLDHAM
 HZ1086  USGS QUAD   -  LA GRANGE (1993)
 HZ1086
 HZ1086                         *CURRENT SURVEY CONTROL
 HZ1086  ___________________________________________________________________
 HZ1086* NAD 83(1986)-  38 26 49.     (N)    085 24 34.     (W)     SCALED    
 HZ1086* NAVD 88     -       206.070  (meters)     676.08   (feet)  ADJUSTED  
 HZ1086  ___________________________________________________________________
 HZ1086  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ1086  DYNAMIC HT  -         205.933 (meters)     675.63  (feet)  COMP
 HZ1086  MODELED GRAV-     979,957.2   (mgal)                       NAVD 88
 HZ1086
 HZ1086  VERT ORDER  -  SECOND    CLASS 0
 HZ1086
 HZ1086.The horizontal coordinates were scaled from a topographic map and have
 HZ1086.an estimated accuracy of +/- 6 seconds.
 HZ1086
 HZ1086.The orthometric height was determined by differential leveling
 HZ1086.and adjusted by the National Geodetic Survey in June 1991..
 HZ1086
 HZ1086.The geoid height was determined by GEOID03.
 HZ1086
 HZ1086.The dynamic height is computed by dividing the NAVD 88
 HZ1086.geopotential number by the normal gravity value computed on the
 HZ1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1086.degrees latitude (g = 980.6199 gals.).
 HZ1086
 HZ1086.The modeled gravity was interpolated from observed gravity values.
 HZ1086
 HZ1086;                    North         East    Units  Estimated Accuracy
 HZ1086;SPC KY1Z     - 1,234,630.    1,529,730.      MT  (+/- 180 meters Scaled)
 HZ1086
 HZ1086                          SUPERSEDED SURVEY CONTROL
 HZ1086
 HZ1086  NGVD 29 (??/??/92)  206.232  (m)          676.61   (f) ADJ UNCH    2 0
 HZ1086
 HZ1086.Superseded values are not recommended for survey control.
 HZ1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1086.See file dsdata.txt to determine how the superseded data were derived.
 HZ1086
 HZ1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH387566(NAD 83)
 HZ1086_MARKER: DB = BENCH MARK DISK
 HZ1086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1086_SP_SET: ABUTMENT
 HZ1086_STAMPING: K 31 1934
 HZ1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1086
 HZ1086  HISTORY     - Date     Condition        Report By
 HZ1086  HISTORY     - 1934     MONUMENTED       CGS
 HZ1086
 HZ1086                          STATION DESCRIPTION
 HZ1086
 HZ1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1086'3.3 MI NW FROM LAGRANGE.
 HZ1086'3.3 MILES NORTHWEST ALONG STATE HIGHWAY 53 FROM THE COUNTY
 HZ1086'COURTHOUSE AT LAGRANGE, OLDHAM COUNTY, 0.9 MILE SOUTHEAST OF
 HZ1086'THE JUNCTION OF U.S. HIGHWAY 42, AT A STEEL BRIDGE OVER HARRODS
 HZ1086'CREEK, IN THE TOP OF THE WEST SIDE OF THE SOUTH ABUTMENT, 8
 HZ1086'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1-1/2 FEET
 HZ1086'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 31 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0953 ***********************************************************************
 HY0953  DESIGNATION -  K 310
 HY0953  PID         -  HY0953
 HY0953  STATE/COUNTY-  KY/LAWRENCE
 HY0953  USGS QUAD   -  LOUISA (1993)
 HY0953
 HY0953                         *CURRENT SURVEY CONTROL
 HY0953  ___________________________________________________________________
 HY0953* NAD 83(1986)-  38 02 02.     (N)    082 32 25.     (W)     SCALED    
 HY0953* NAVD 88     -       183.352  (meters)     601.55   (feet)  ADJUSTED  
 HY0953  ___________________________________________________________________
 HY0953  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HY0953  DYNAMIC HT  -         183.222 (meters)     601.12  (feet)  COMP
 HY0953  MODELED GRAV-     979,916.1   (mgal)                       NAVD 88
 HY0953
 HY0953  VERT ORDER  -  SECOND    CLASS 0
 HY0953
 HY0953.The horizontal coordinates were scaled from a topographic map and have
 HY0953.an estimated accuracy of +/- 6 seconds.
 HY0953
 HY0953.The orthometric height was determined by differential leveling
 HY0953.and adjusted by the National Geodetic Survey in June 1991..
 HY0953
 HY0953.The geoid height was determined by GEOID03.
 HY0953
 HY0953.The dynamic height is computed by dividing the NAVD 88
 HY0953.geopotential number by the normal gravity value computed on the
 HY0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0953.degrees latitude (g = 980.6199 gals.).
 HY0953
 HY0953.The modeled gravity was interpolated from observed gravity values.
 HY0953
 HY0953;                    North         East    Units  Estimated Accuracy
 HY0953;SPC KY1Z     - 1,193,580.    1,781,710.      MT  (+/- 180 meters Scaled)
 HY0953
 HY0953                          SUPERSEDED SURVEY CONTROL
 HY0953
 HY0953  NGVD 29 (??/??/92)  183.574  (m)          602.28   (f) ADJ UNCH    2 0
 HY0953
 HY0953.Superseded values are not recommended for survey control.
 HY0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0953.See file dsdata.txt to determine how the superseded data were derived.
 HY0953
 HY0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC648106(NAD 83)
 HY0953_MARKER: DB = BENCH MARK DISK
 HY0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0953_STAMPING: K 310 1952 602.276
 HY0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0953+STABILITY: SURFACE MOTION
 HY0953
 HY0953  HISTORY     - Date     Condition        Report By
 HY0953  HISTORY     - 1952     MONUMENTED       CGS
 HY0953  HISTORY     - 1955     GOOD             NGS
 HY0953
 HY0953                          STATION DESCRIPTION
 HY0953
 HY0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0953'3 MI N FROM CLIFFORD.
 HY0953'2.85 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT
 HY0953'CLIFFORD, THENCE 0.15 MILE WEST ALONG A DIRT ROAD, 66 FEET SOUTH
 HY0953'SOUTHWEST OF A 12-INCH MAPLE TREE WITH TRIANGLE BLAZE, 22 FEET
 HY0953'SOUTHEAST OF THE CENTER OF ROAD, 16.5 FEET SOUTH OF SOUTHEAST
 HY0953'END OF A 24-INCH PIPE CULVERT, 10 FEET SOUTHWEST OF THE CENTER
 HY0953'OF A DRAW, 2 FEET NORTHWEST OF A WHITE WITNESS POST, 1 FOOT
 HY0953'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1664 ***********************************************************************
 GY1664  DESIGNATION -  K 311
 GY1664  PID         -  GY1664
 GY1664  STATE/COUNTY-  KY/MARTIN
 GY1664  USGS QUAD   -  INEZ (1992)
 GY1664
 GY1664                         *CURRENT SURVEY CONTROL
 GY1664  ___________________________________________________________________
 GY1664* NAD 83(1986)-  37 51 40.     (N)    082 37 05.     (W)     SCALED    
 GY1664* NAVD 88     -       211.058  (meters)     692.45   (feet)  ADJUSTED  
 GY1664  ___________________________________________________________________
 GY1664  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GY1664  DYNAMIC HT  -         210.902 (meters)     691.93  (feet)  COMP
 GY1664  MODELED GRAV-     979,887.0   (mgal)                       NAVD 88
 GY1664
 GY1664  VERT ORDER  -  SECOND    CLASS 0
 GY1664
 GY1664.The horizontal coordinates were scaled from a topographic map and have
 GY1664.an estimated accuracy of +/- 6 seconds.
 GY1664
 GY1664.The orthometric height was determined by differential leveling
 GY1664.and adjusted by the National Geodetic Survey in June 1991..
 GY1664
 GY1664.The geoid height was determined by GEOID03.
 GY1664
 GY1664.The dynamic height is computed by dividing the NAVD 88
 GY1664.geopotential number by the normal gravity value computed on the
 GY1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1664.degrees latitude (g = 980.6199 gals.).
 GY1664
 GY1664.The modeled gravity was interpolated from observed gravity values.
 GY1664
 GY1664;                    North         East    Units  Estimated Accuracy
 GY1664;SPC KY1Z     - 1,174,180.    1,775,530.      MT  (+/- 180 meters Scaled)
 GY1664
 GY1664                          SUPERSEDED SURVEY CONTROL
 GY1664
 GY1664  NGVD 29 (??/??/92)  211.268  (m)          693.14   (f) ADJ UNCH    2 0
 GY1664
 GY1664.Superseded values are not recommended for survey control.
 GY1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1664.See file dsdata.txt to determine how the superseded data were derived.
 GY1664
 GY1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB576916(NAD 83)
 GY1664_MARKER: DB = BENCH MARK DISK
 GY1664_SETTING: 66 = SET IN ROCK OUTCROP
 GY1664_SP_SET: ROCK CUT
 GY1664_STAMPING: K 311 1952 693.135
 GY1664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1664+STABILITY: POSITION/ELEVATION WELL
 GY1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1664+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2001
 GY1664
 GY1664  HISTORY     - Date     Condition        Report By
 GY1664  HISTORY     - 1952     MONUMENTED       CGS
 GY1664  HISTORY     - 1955     GOOD             NGS
 GY1664  HISTORY     - 20011227 GOOD             KYDT
 GY1664
 GY1664                          STATION DESCRIPTION
 GY1664
 GY1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1664'1.5 MI W FROM TOMAHAWK.
 GY1664'1.5 MILES WEST ALONG STATE HIGHWAY 40 FROM THE SCHOOL AT TOMAHAWK,
 GY1664'0.15 MILE NORTHWEST OF JUNCTION OF A DIRT ROAD SOUTHWEST, 20
 GY1664'FEET WEST OF CENTER LINE OF HIGHWAY, 8 FEET SOUTHWEST OF A STEEL
 GY1664'SIGN POST, ROADSIDE TABLE 1/2 MILE, 5.5 FEET WEST OF THE NORTH
 GY1664'END OF A STONE HEAD WALL OF A 24-INCH PIPE CULVERT, IN THE TOP OF
 GY1664'A SMALL SHELF IN THE BOTTOM OF A ROCK AND DIRT CUT, ABOUT 3.5
 GY1664'FEET ABOVE LEVEL OF HIGHWAY.
 GY1664
 GY1664                          STATION RECOVERY (2001)
 GY1664
 GY1664'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1664'MARK IS DIRECTLY ACROSS FROM, AND INLINE WITH, A BRICK/CONCRETE BRIDGE
 GY1664'OVER CREEK LEADING TO A LARGE 2 STORY BRICK/VINYL HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1648 ***********************************************************************
 GY1648  DESIGNATION -  K 312
 GY1648  PID         -  GY1648
 GY1648  STATE/COUNTY-  KY/MARTIN
 GY1648  USGS QUAD   -  INEZ (1992)
 GY1648
 GY1648                         *CURRENT SURVEY CONTROL
 GY1648  ___________________________________________________________________
 GY1648* NAD 83(1986)-  37 49 30.     (N)    082 33 26.     (W)     SCALED    
 GY1648* NAVD 88     -       208.276  (meters)     683.32   (feet)  ADJUSTED  
 GY1648  ___________________________________________________________________
 GY1648  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GY1648  DYNAMIC HT  -         208.124 (meters)     682.82  (feet)  COMP
 GY1648  MODELED GRAV-     979,892.2   (mgal)                       NAVD 88
 GY1648
 GY1648  VERT ORDER  -  SECOND    CLASS 0
 GY1648
 GY1648.The horizontal coordinates were scaled from a topographic map and have
 GY1648.an estimated accuracy of +/- 6 seconds.
 GY1648
 GY1648.The orthometric height was determined by differential leveling
 GY1648.and adjusted by the National Geodetic Survey in June 1991..
 GY1648
 GY1648.The geoid height was determined by GEOID03.
 GY1648
 GY1648.The dynamic height is computed by dividing the NAVD 88
 GY1648.geopotential number by the normal gravity value computed on the
 GY1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1648.degrees latitude (g = 980.6199 gals.).
 GY1648
 GY1648.The modeled gravity was interpolated from observed gravity values.
 GY1648
 GY1648;                    North         East    Units  Estimated Accuracy
 GY1648;SPC KY1Z     - 1,170,360.    1,781,010.      MT  (+/- 180 meters Scaled)
 GY1648
 GY1648                          SUPERSEDED SURVEY CONTROL
 GY1648
 GY1648  NGVD 29 (??/??/92)  208.490  (m)          684.02   (f) ADJ UNCH    2 0
 GY1648
 GY1648.Superseded values are not recommended for survey control.
 GY1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1648.See file dsdata.txt to determine how the superseded data were derived.
 GY1648
 GY1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB629875(NAD 83)
 GY1648_MARKER: DB = BENCH MARK DISK
 GY1648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1648_SP_SET: FOUNDATION
 GY1648_STAMPING: K 312 1952
 GY1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1648
 GY1648  HISTORY     - Date     Condition        Report By
 GY1648  HISTORY     - 1952     MONUMENTED       CGS
 GY1648  HISTORY     - 1956     GOOD             NGS
 GY1648  HISTORY     - 20011228 MARK NOT FOUND   KYDT
 GY1648
 GY1648                          STATION DESCRIPTION
 GY1648
 GY1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1648'0.4 MI NE FROM DEBORD.
 GY1648'0.45 MILES NORTHEAST ALONG A GRAVEL ROAD FOLLOWING MIDDLE FORK
 GY1648'FROM THE POST OFFICE AND CHURCH AT DEBORD, SET VERTICALLY IN THE
 GY1648'NORTH FACE OF CONCRETE FOUNDATION OF A CONCRETE BLOCK HOUSE, 44
 GY1648'FEET WEST OF THE NORTHEAST CORNER OF HOUSE, 28 FEET SOUTH OF
 GY1648'THE CENTER OF ROAD, 6 INCHES EAST OF THE NORTHWEST CORNER OF NORTH
 GY1648'WING OF HOUSE, ABOUT 2 FEET ABOVE LEVEL OF ROAD.  ELEVATION
 GY1648'684.021 FEET.  NOTE-- A GAS TANK STAND HAS BEEN BUILT IN FRONT OF
 GY1648'MARK, STAMPING OF RUBBING COULD NOT BE DONE.
 GY1648
 GY1648                          STATION RECOVERY (2001)
 GY1648
 GY1648'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1648'THERE IS A 1 STORY FRAME HOUSE AT LOCATION, OWNER SAID CONCRETE BLOCK
 GY1648'HOUSE WAS TORN DOWN 10-15 YEARS AGO, MARK LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1610 ***********************************************************************
 GY1610  DESIGNATION -  K 313
 GY1610  PID         -  GY1610
 GY1610  STATE/COUNTY-  KY/MARTIN
 GY1610  USGS QUAD   -  THOMAS (1992)
 GY1610
 GY1610                         *CURRENT SURVEY CONTROL
 GY1610  ___________________________________________________________________
 GY1610* NAD 83(1986)-  37 44 10.     (N)    082 30 32.     (W)     SCALED    
 GY1610* NAVD 88     -       200.333  (meters)     657.26   (feet)  ADJUSTED  
 GY1610  ___________________________________________________________________
 GY1610  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GY1610  DYNAMIC HT  -         200.186 (meters)     656.78  (feet)  COMP
 GY1610  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 GY1610
 GY1610  VERT ORDER  -  SECOND    CLASS 0
 GY1610
 GY1610.The horizontal coordinates were scaled from a topographic map and have
 GY1610.an estimated accuracy of +/- 6 seconds.
 GY1610
 GY1610.The orthometric height was determined by differential leveling
 GY1610.and adjusted by the National Geodetic Survey in June 1991..
 GY1610
 GY1610.The geoid height was determined by GEOID03.
 GY1610
 GY1610.The dynamic height is computed by dividing the NAVD 88
 GY1610.geopotential number by the normal gravity value computed on the
 GY1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1610.degrees latitude (g = 980.6199 gals.).
 GY1610
 GY1610.The modeled gravity was interpolated from observed gravity values.
 GY1610
 GY1610;                    North         East    Units  Estimated Accuracy
 GY1610;SPC KY1Z     - 1,160,640.    1,785,610.      MT  (+/- 180 meters Scaled)
 GY1610
 GY1610                          SUPERSEDED SURVEY CONTROL
 GY1610
 GY1610  NGVD 29 (??/??/92)  200.55   (m)          658.0    (f) COMPUTED    2 0
 GY1610
 GY1610.Superseded values are not recommended for survey control.
 GY1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1610.See file dsdata.txt to determine how the superseded data were derived.
 GY1610
 GY1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB670776(NAD 83)
 GY1610_MARKER: DB = BENCH MARK DISK
 GY1610_SETTING: 66 = SET IN ROCK OUTCROP
 GY1610_SP_SET: ROCK LEDGE
 GY1610_STAMPING: K 313 1952 657.961
 GY1610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1610+STABILITY: POSITION/ELEVATION WELL
 GY1610
 GY1610  HISTORY     - Date     Condition        Report By
 GY1610  HISTORY     - 1952     MONUMENTED       CGS
 GY1610  HISTORY     - 1956     GOOD             NGS
 GY1610
 GY1610                          STATION DESCRIPTION
 GY1610
 GY1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1610'4 MI SW FROM MC CLURE.
 GY1610'4.0 MILE SOUTHWEST ALONG A DIRT ROAD FOLLOWING WOLF CREEK FROM
 GY1610'THE SCHOOL AT MC CLURE, 0.4 MILE SOUTHWEST OF MOUTH OF MEATHOUSE
 GY1610'SCHOOL, AND JUNCTION OF ROAD SOUTHEAST ALONG MEATHOUSE CREEK,
 GY1610'ABOUT 0.15 MILE NORTHEAST OF AN UNPAINTED FRAME HOUSE, 110 YARDS
 GY1610'SOUTH OF A GAS WELL, 118 FEET NORTHEAST OF THE CENTER OF A FARM
 GY1610'GATE IN A FENCE LINE, 52 FEET NORTHWEST AND ACROSS CREEK FROM
 GY1610'CENTER OF ROAD, 7 FEET EAST AND BELOW A 14-INCH SYCAMORE TREE
 GY1610'WITH TRIANGULAR BLAZE, SET VERTICALLY IN SOUTHEAST FACE OF
 GY1610'SANDSTONE LEDGE, ABOUT 5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0470 ***********************************************************************
 GY0470  DESIGNATION -  K 314
 GY0470  PID         -  GY0470
 GY0470  STATE/COUNTY-  KY/MARTIN
 GY0470  USGS QUAD   -  VARNEY (1992)
 GY0470
 GY0470                         *CURRENT SURVEY CONTROL
 GY0470  ___________________________________________________________________
 GY0470* NAD 83(1986)-  37 43 38.     (N)    082 26 34.     (W)     SCALED    
 GY0470* NAVD 88     -       208.100  (meters)     682.74   (feet)  ADJUSTED  
 GY0470  ___________________________________________________________________
 GY0470  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GY0470  DYNAMIC HT  -         207.947 (meters)     682.24  (feet)  COMP
 GY0470  MODELED GRAV-     979,889.5   (mgal)                       NAVD 88
 GY0470
 GY0470  VERT ORDER  -  SECOND    CLASS 0
 GY0470
 GY0470.The horizontal coordinates were scaled from a topographic map and have
 GY0470.an estimated accuracy of +/- 6 seconds.
 GY0470
 GY0470.The orthometric height was determined by differential leveling
 GY0470.and adjusted by the National Geodetic Survey in June 1991..
 GY0470
 GY0470.The geoid height was determined by GEOID03.
 GY0470
 GY0470.The dynamic height is computed by dividing the NAVD 88
 GY0470.geopotential number by the normal gravity value computed on the
 GY0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0470.degrees latitude (g = 980.6199 gals.).
 GY0470
 GY0470.The modeled gravity was interpolated from observed gravity values.
 GY0470
 GY0470;                    North         East    Units  Estimated Accuracy
 GY0470;SPC KY1Z     - 1,159,860.    1,791,470.      MT  (+/- 180 meters Scaled)
 GY0470
 GY0470                          SUPERSEDED SURVEY CONTROL
 GY0470
 GY0470  NGVD 29 (??/??/92)  208.321  (m)          683.47   (f) ADJ UNCH    2 0
 GY0470
 GY0470.Superseded values are not recommended for survey control.
 GY0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0470.See file dsdata.txt to determine how the superseded data were derived.
 GY0470
 GY0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB728765(NAD 83)
 GY0470_MARKER: DB = BENCH MARK DISK
 GY0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0470_SP_SET: FOUNDATION
 GY0470_STAMPING: K 314 1952 683.466
 GY0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0470+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2001
 GY0470
 GY0470  HISTORY     - Date     Condition        Report By
 GY0470  HISTORY     - 1952     MONUMENTED       CGS
 GY0470  HISTORY     - 1956     GOOD             NGS
 GY0470  HISTORY     - 20011226 GOOD             KYDT
 GY0470
 GY0470                          STATION DESCRIPTION
 GY0470
 GY0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0470'AT LAURA.
 GY0470'AT LAURA, ABOUT 250 FEET EAST AND ACROSS CREEK FROM THE POST
 GY0470'OFFICE AT LAURA, SET VERTICALLY IN THE WEST FACE OF THE STONE
 GY0470'FOUNDATION OF THE CHURCH OF BRETHERN, 2.5 FEET NORTH OF THE SOUTHWEST
 GY0470'CORNER OF CHURCH BUILDING, 3 FEET BELOW MAIN FLOOR OF BUILDING AND
 GY0470'ABOUT 5 FEET ABOVE LEVEL OF ROAD.
 GY0470
 GY0470                          STATION RECOVERY (2001)
 GY0470
 GY0470'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0661 ***********************************************************************
 GY0661  DESIGNATION -  K 315
 GY0661  PID         -  GY0661
 GY0661  STATE/COUNTY-  KY/PIKE
 GY0661  USGS QUAD   -  LICK CREEK (1978)
 GY0661
 GY0661                         *CURRENT SURVEY CONTROL
 GY0661  ___________________________________________________________________
 GY0661* NAD 83(1986)-  37 25 44.     (N)    082 16 07.     (W)     SCALED    
 GY0661* NAVD 88     -       242.951  (meters)     797.08   (feet)  ADJUSTED  
 GY0661  ___________________________________________________________________
 GY0661  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY0661  DYNAMIC HT  -         242.762 (meters)     796.46  (feet)  COMP
 GY0661  MODELED GRAV-     979,846.2   (mgal)                       NAVD 88
 GY0661
 GY0661  VERT ORDER  -  SECOND    CLASS 0
 GY0661
 GY0661.The horizontal coordinates were scaled from a topographic map and have
 GY0661.an estimated accuracy of +/- 6 seconds.
 GY0661
 GY0661.The orthometric height was determined by differential leveling
 GY0661.and adjusted by the National Geodetic Survey in June 1991..
 GY0661
 GY0661.The geoid height was determined by GEOID03.
 GY0661
 GY0661.The dynamic height is computed by dividing the NAVD 88
 GY0661.geopotential number by the normal gravity value computed on the
 GY0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0661.degrees latitude (g = 980.6199 gals.).
 GY0661
 GY0661.The modeled gravity was interpolated from observed gravity values.
 GY0661
 GY0661;                    North         East    Units  Estimated Accuracy
 GY0661;SPC KY1Z     - 1,127,340.    1,808,040.      MT  (+/- 180 meters Scaled)
 GY0661
 GY0661                          SUPERSEDED SURVEY CONTROL
 GY0661
 GY0661  NGVD 29 (??/??/92)  243.155  (m)          797.75   (f) ADJ UNCH    2 0
 GY0661
 GY0661.Superseded values are not recommended for survey control.
 GY0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0661.See file dsdata.txt to determine how the superseded data were derived.
 GY0661
 GY0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB877432(NAD 83)
 GY0661_MARKER: DB = BENCH MARK DISK
 GY0661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0661_SP_SET: BRIDGE
 GY0661_STAMPING: A 315 1952 797.751
 GY0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0661
 GY0661  HISTORY     - Date     Condition        Report By
 GY0661  HISTORY     - 1952     MONUMENTED       CGS
 GY0661  HISTORY     - 1956     GOOD             NGS
 GY0661
 GY0661                          STATION DESCRIPTION
 GY0661
 GY0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0661'1 MI NW FROM BIGGS.
 GY0661'1.05 MILES NORTHWEST ALONG U.S. HIGHWAY 460 FROM THE POST
 GY0661'OFFICE AT BIGGS, 0.1 MILE SOUTHEAST OF JUNCTION OF STATE HIGHWAY
 GY0661'194, SET IN THE TOP OF THE SOUTHWEST END OF SOUTHEAST ABUTMENT
 GY0661'OF HIGHWAY 460 BRIDGE OVER LEVISA FORK OF BIG SANDY RIVER,
 GY0661'15.5 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY AND 1 FOOT ABOVE
 GY0661'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF8409 ***********************************************************************
 DF8409  DESIGNATION -  K 315 RESET
 DF8409  PID         -  DF8409
 DF8409  STATE/COUNTY-  KY/PIKE
 DF8409  USGS QUAD   -  LICK CREEK (1978)
 DF8409
 DF8409                         *CURRENT SURVEY CONTROL
 DF8409  ___________________________________________________________________
 DF8409* NAD 83(1986)-  37 25 44.     (N)    082 16 07.     (W)     SCALED    
 DF8409* NAVD 88     -       244.55   (meters)     802.3    (feet)  RESET     
 DF8409  ___________________________________________________________________
 DF8409  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DF8409
 DF8409  VERT ORDER  -  THIRD
 DF8409
 DF8409.The horizontal coordinates were scaled from a topographic map and have
 DF8409.an estimated accuracy of +/- 6 seconds.
 DF8409
 DF8409.The orthometric height was computed from unverified reset data.
 DF8409.No vertical observational check was made to the station.
 DF8409
 DF8409.The geoid height was determined by GEOID03.
 DF8409
 DF8409;                    North         East    Units  Estimated Accuracy
 DF8409;SPC KY1Z     - 1,127,340.    1,808,040.      MT  (+/- 180 meters Scaled)
 DF8409
 DF8409                          SUPERSEDED SURVEY CONTROL
 DF8409
 DF8409.No superseded survey control is available for this station.
 DF8409
 DF8409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB877432(NAD 83)
 DF8409_MARKER: DV = VERTICAL CONTROL DISK
 DF8409_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF8409_SP_SET: BRIDGE ABUTMENT
 DF8409_STAMPING: K 315 1952 RESET 2002
 DF8409_MARK LOGO: NGS   
 DF8409_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8409
 DF8409  HISTORY     - Date     Condition        Report By
 DF8409  HISTORY     - 2002     MONUMENTED       KYDT
 DF8409
 DF8409                          STATION DESCRIPTION
 DF8409
 DF8409'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 DF8409'6.05 MILES (9.74 KM) NORTH ALONG KY 1499 FROM THE JUNCTIN OF US 460 AT
 DF8409'MOUTHCARD, ABOUT 0.1 MILE (0.2 KM) SOUTHEAST OF JUNCTION OF KY 194, A
 DF8409'VERTICAL CONTROL DISK SET IN THE TOP OF THE SOUTHWEST END OF THE
 DF8409'SOUTHEAST ABUTMENT OF A 410 FOOT (125.0 M) CONCRETE BRIDGE OVER THE
 DF8409'LEVISA FORK OF THE BIG SANDY RIVER, 25 FEET (7.6 M) SOUTHWEST OF THE
 DF8409'CENTERLINE OF THE ROAD BRIDGE, 1.85 FEET (0.56 M) SOUTHWEST OF THE
 DF8409'SOUTHWEST FACE OF THE SOUTHWEST BARRIER WALL, ABOUT 0.25 FEET (7.62
 DF8409'CM) ABOVE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1132 ***********************************************************************
 GY1132  DESIGNATION -  K 316
 GY1132  PID         -  GY1132
 GY1132  STATE/COUNTY-  KY/PIKE
 GY1132  USGS QUAD   -  DORTON (1992)
 GY1132
 GY1132                         *CURRENT SURVEY CONTROL
 GY1132  ___________________________________________________________________
 GY1132* NAD 83(1986)-  37 21 33.     (N)    082 35 07.     (W)     SCALED    
 GY1132* NAVD 88     -       295.577  (meters)     969.74   (feet)  ADJUSTED  
 GY1132  ___________________________________________________________________
 GY1132  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY1132  DYNAMIC HT  -         295.345 (meters)     968.98  (feet)  COMP
 GY1132  MODELED GRAV-     979,835.5   (mgal)                       NAVD 88
 GY1132
 GY1132  VERT ORDER  -  SECOND    CLASS 0
 GY1132
 GY1132.The horizontal coordinates were scaled from a topographic map and have
 GY1132.an estimated accuracy of +/- 6 seconds.
 GY1132
 GY1132.The orthometric height was determined by differential leveling
 GY1132.and adjusted by the National Geodetic Survey in June 1991..
 GY1132
 GY1132.The geoid height was determined by GEOID03.
 GY1132
 GY1132.The dynamic height is computed by dividing the NAVD 88
 GY1132.geopotential number by the normal gravity value computed on the
 GY1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1132.degrees latitude (g = 980.6199 gals.).
 GY1132
 GY1132.The modeled gravity was interpolated from observed gravity values.
 GY1132
 GY1132;                    North         East    Units  Estimated Accuracy
 GY1132;SPC KY1Z     - 1,118,600.    1,780,300.      MT  (+/- 180 meters Scaled)
 GY1132
 GY1132                          SUPERSEDED SURVEY CONTROL
 GY1132
 GY1132  NGVD 29 (??/??/92)  295.764  (m)          970.35   (f) ADJ UNCH    2 0
 GY1132
 GY1132.Superseded values are not recommended for survey control.
 GY1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1132.See file dsdata.txt to determine how the superseded data were derived.
 GY1132
 GY1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB596358(NAD 83)
 GY1132_MARKER: DB = BENCH MARK DISK
 GY1132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1132_SP_SET: CULVERT
 GY1132_STAMPING: K 316 1953 970.352
 GY1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1132+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 GY1132
 GY1132  HISTORY     - Date     Condition        Report By
 GY1132  HISTORY     - 1953     MONUMENTED       CGS
 GY1132  HISTORY     - 1956     GOOD             NGS
 GY1132  HISTORY     - 20040330 GOOD             KYDT
 GY1132
 GY1132                          STATION DESCRIPTION
 GY1132
 GY1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1132'2.1 MI NW FROM VIRGIE.
 GY1132'2.1 MILES NORTHWEST AND NORTH ALONG U.S. HIGHWAY 23 FROM THE
 GY1132'HIGH SCHOOL AT VIRGIE, 0.8 MILE NORTH OF JUNCTION OF STATE
 GY1132'HIGHWAY 122, 0.2 MILE SOUTH OF TOP OF A GRADE AND GAP, ON THE
 GY1132'INSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND NORTH, SET
 GY1132'IN THE TOP AND 4.5 FEET SOUTHWEST OF NORTHEAST END OF HEAD WALL
 GY1132'OF A 4-FOOT CONCRETE AND STONE CULVERT, 15 FEET NORTHWEST OF
 GY1132'CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 GY1132
 GY1132                          STATION RECOVERY (2004)
 GY1132
 GY1132'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1299 ***********************************************************************
 GY1299  DESIGNATION -  K 317
 GY1299  PID         -  GY1299
 GY1299  STATE/COUNTY-  KY/PIKE
 GY1299  USGS QUAD   -  JENKINS EAST (1992)
 GY1299
 GY1299                         *CURRENT SURVEY CONTROL
 GY1299  ___________________________________________________________________
 GY1299* NAD 83(1986)-  37 13 30.     (N)    082 32 04.     (W)     SCALED    
 GY1299* NAVD 88     -       393.925  (meters)    1292.40   (feet)  ADJUSTED  
 GY1299  ___________________________________________________________________
 GY1299  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GY1299  DYNAMIC HT  -         393.598 (meters)    1291.33  (feet)  COMP
 GY1299  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 GY1299
 GY1299  VERT ORDER  -  SECOND    CLASS 0
 GY1299
 GY1299.The horizontal coordinates were scaled from a topographic map and have
 GY1299.an estimated accuracy of +/- 6 seconds.
 GY1299
 GY1299.The orthometric height was determined by differential leveling
 GY1299.and adjusted by the National Geodetic Survey in June 1991..
 GY1299
 GY1299.The geoid height was determined by GEOID03.
 GY1299
 GY1299.The dynamic height is computed by dividing the NAVD 88
 GY1299.geopotential number by the normal gravity value computed on the
 GY1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1299.degrees latitude (g = 980.6199 gals.).
 GY1299
 GY1299.The modeled gravity was interpolated from observed gravity values.
 GY1299
 GY1299;                    North         East    Units  Estimated Accuracy
 GY1299;SPC KY1Z     - 1,103,880.    1,785,310.      MT  (+/- 180 meters Scaled)
 GY1299
 GY1299                          SUPERSEDED SURVEY CONTROL
 GY1299
 GY1299  NGVD 29 (??/??/92)  394.088  (m)         1292.94   (f) ADJ UNCH    2 0
 GY1299
 GY1299.Superseded values are not recommended for survey control.
 GY1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1299.See file dsdata.txt to determine how the superseded data were derived.
 GY1299
 GY1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB638209(NAD 83)
 GY1299_MARKER: DB = BENCH MARK DISK
 GY1299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1299_SP_SET: CULVERT
 GY1299_STAMPING: K 317 1952 1292.937
 GY1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1299
 GY1299  HISTORY     - Date     Condition        Report By
 GY1299  HISTORY     - 1952     MONUMENTED       CGS
 GY1299  HISTORY     - 1956     POOR             NGS
 GY1299
 GY1299                          STATION DESCRIPTION
 GY1299
 GY1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1299'2.4 MI NE FROM SHELBY GAP.
 GY1299'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 197 FROM THE JUNCTION
 GY1299'OF U.S. HIGHWAYS 23 AND 119 AT SHELBY GAP, 0.6 MILE NORTHEAST
 GY1299'OF UPPER ELKHORN SCHOOL, 15 FEET NORTHWEST OF THE CENTER LINE
 GY1299'OF HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF NORTHWEST
 GY1299'HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT OVER PANTHER BRANCH,
 GY1299'ABOUT 0.5 FOOT ABOVE LEVEL OF HIGHWAY.  NOTE-- DISK WAS RESTAMPED
 GY1299'BUT DENTS WERE TO DEEP TO GET GOOD RUBBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1220 ***********************************************************************
 GY1220  DESIGNATION -  K 318
 GY1220  PID         -  GY1220
 GY1220  STATE/COUNTY-  KY/FLOYD
 GY1220  USGS QUAD   -  WAYLAND (1992)
 GY1220
 GY1220                         *CURRENT SURVEY CONTROL
 GY1220  ___________________________________________________________________
 GY1220* NAD 83(1986)-  37 27 37.     (N)    082 46 04.     (W)     SCALED    
 GY1220* NAVD 88     -       242.920  (meters)     796.98   (feet)  ADJUSTED  
 GY1220  ___________________________________________________________________
 GY1220  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GY1220  DYNAMIC HT  -         242.730 (meters)     796.36  (feet)  COMP
 GY1220  MODELED GRAV-     979,843.0   (mgal)                       NAVD 88
 GY1220
 GY1220  VERT ORDER  -  SECOND    CLASS 0
 GY1220
 GY1220.The horizontal coordinates were scaled from a topographic map and have
 GY1220.an estimated accuracy of +/- 6 seconds.
 GY1220
 GY1220.The orthometric height was determined by differential leveling
 GY1220.and adjusted by the National Geodetic Survey in June 1991..
 GY1220
 GY1220.The geoid height was determined by GEOID03.
 GY1220
 GY1220.The dynamic height is computed by dividing the NAVD 88
 GY1220.geopotential number by the normal gravity value computed on the
 GY1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1220.degrees latitude (g = 980.6199 gals.).
 GY1220
 GY1220.The modeled gravity was interpolated from observed gravity values.
 GY1220
 GY1220;                    North         East    Units  Estimated Accuracy
 GY1220;SPC KY1Z     - 1,129,290.    1,763,780.      MT  (+/- 180 meters Scaled)
 GY1220
 GY1220                          SUPERSEDED SURVEY CONTROL
 GY1220
 GY1220  NGVD 29 (??/??/92)  243.102  (m)          797.58   (f) ADJ UNCH    2 0
 GY1220
 GY1220.Superseded values are not recommended for survey control.
 GY1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1220.See file dsdata.txt to determine how the superseded data were derived.
 GY1220
 GY1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB436474(NAD 83)
 GY1220_MARKER: DB = BENCH MARK DISK
 GY1220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1220_SP_SET: CULVERT
 GY1220_STAMPING: K 318 1952 797.577
 GY1220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1220+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 GY1220
 GY1220  HISTORY     - Date     Condition        Report By
 GY1220  HISTORY     - 1952     MONUMENTED       CGS
 GY1220  HISTORY     - 1956     GOOD             NGS
 GY1220  HISTORY     - 20060124 GOOD             KYTC
 GY1220
 GY1220                          STATION DESCRIPTION
 GY1220
 GY1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1220'1.3 MI SW FROM MINNIE.
 GY1220'1.3 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 GY1220'STATE HIGHWAY 122 AT MINNIE, 0.45 MILE SOUTHWEST OF TWO SCHOOL
 GY1220'BUILDINGS, SET IN THE TOP AND 2 FEET SOUTH OF NORTH END OF THE
 GY1220'WEST HEAD WALL OF AN 8-FOOT CONCRETE BOX CULVERT FOR SIZEMORE
 GY1220'BRANCH, 23 FEET WEST OF CENTER OF ROAD, 25 FEET NORTH OF THE
 GY1220'CENTER OF A DRIVE WEST TO A HOUSE AND ABOUT 7 FEET BELOW LEVEL
 GY1220'OF ROAD.
 GY1220
 GY1220                          STATION RECOVERY (2006)
 GY1220
 GY1220'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0191 ***********************************************************************
 GY0191  DESIGNATION -  K 319
 GY0191  PID         -  GY0191
 GY0191  STATE/COUNTY-  KY/PIKE
 GY0191  USGS QUAD   -  WILLIAMSON (1992)
 GY0191
 GY0191                         *CURRENT SURVEY CONTROL
 GY0191  ___________________________________________________________________
 GY0191* NAD 83(1986)-  37 39 18.     (N)    082 16 19.     (W)     SCALED    
 GY0191* NAVD 88     -       202.013  (meters)     662.77   (feet)  ADJUSTED  
 GY0191  ___________________________________________________________________
 GY0191  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GY0191  DYNAMIC HT  -         201.863 (meters)     662.28  (feet)  COMP
 GY0191  MODELED GRAV-     979,881.3   (mgal)                       NAVD 88
 GY0191
 GY0191  VERT ORDER  -  SECOND    CLASS 0
 GY0191
 GY0191.The horizontal coordinates were scaled from a topographic map and have
 GY0191.an estimated accuracy of +/- 6 seconds.
 GY0191
 GY0191.The orthometric height was determined by differential leveling
 GY0191.and adjusted by the National Geodetic Survey in June 1991..
 GY0191
 GY0191.The geoid height was determined by GEOID03.
 GY0191
 GY0191.The dynamic height is computed by dividing the NAVD 88
 GY0191.geopotential number by the normal gravity value computed on the
 GY0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0191.degrees latitude (g = 980.6199 gals.).
 GY0191
 GY0191.The modeled gravity was interpolated from observed gravity values.
 GY0191
 GY0191;                    North         East    Units  Estimated Accuracy
 GY0191;SPC KY1Z     - 1,152,400.    1,806,810.      MT  (+/- 180 meters Scaled)
 GY0191
 GY0191                          SUPERSEDED SURVEY CONTROL
 GY0191
 GY0191  NGVD 29 (??/??/92)  202.244  (m)          663.53   (f) ADJ UNCH    2 0
 GY0191
 GY0191.Superseded values are not recommended for survey control.
 GY0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0191.See file dsdata.txt to determine how the superseded data were derived.
 GY0191
 GY0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB878682(NAD 83)
 GY0191_MARKER: DB = BENCH MARK DISK
 GY0191_SETTING: 66 = SET IN ROCK OUTCROP
 GY0191_SP_SET: ROCK CUT
 GY0191_STAMPING: K 319 1952 663.529
 GY0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0191+STABILITY: POSITION/ELEVATION WELL
 GY0191
 GY0191  HISTORY     - Date     Condition        Report By
 GY0191  HISTORY     - 1952     MONUMENTED       CGS
 GY0191  HISTORY     - 1956     GOOD             NGS
 GY0191  HISTORY     - 1981     GOOD             NGS
 GY0191  HISTORY     - 20010627 MARK NOT FOUND   KYDT
 GY0191
 GY0191                          STATION DESCRIPTION
 GY0191
 GY0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0191'3.8 MI NE FROM BELFRY.
 GY0191'3.8 MILES NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE HIGH SCHOOL
 GY0191'AT BELFRY, ABOUT 0.4 MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAY
 GY0191'308, 1.05 MILES SOUTHWEST OF TUG RIVER HOSPITAL AT SOUTH WILLIAMSON,
 GY0191'SET IN THE FACE ROCK CUT, 78 FEET SOUTH OF THE CENTER OF A DIRT
 GY0191'ROAD CROSSING, 104 FEET SOUTHEAST AND ACROSS DIRT ROAD FROM
 GY0191'SOUTHWEST END OF A 3-FOOT BOX CULVERT, 95 FEET SOUTHEAST AND
 GY0191'ACROSS DIRT ROAD FROM POWER POLE NO. 966-75, 20 FEET SOUTHWEST
 GY0191'OF CENTER LINE OF HIGHWAY, 16 FEET SOUTHEAST OF NORTHWEST END OF
 GY0191'CUT, 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 GY0191
 GY0191                          STATION RECOVERY (1981)
 GY0191
 GY0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GY0191'RECOVERED IN GOOD CONDITION.
 GY0191
 GY0191                          STATION RECOVERY (2001)
 GY0191
 GY0191'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0191'THIS LOCATION IS NOW AN EMBANKMENT FOR A LARGE SHOPPING MALL PARKING
 GY0191'LOT, MARK MAY BE HERE BUT COVERED, MORE LIKELY TORN OUT DURING
 GY0191'GRADING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0081 ***********************************************************************
 HZ0081  DESIGNATION -  K 32
 HZ0081  PID         -  HZ0081
 HZ0081  STATE/COUNTY-  KY/BOURBON
 HZ0081  USGS QUAD   -  PARIS WEST (1987)
 HZ0081
 HZ0081                         *CURRENT SURVEY CONTROL
 HZ0081  ___________________________________________________________________
 HZ0081* NAD 83(1986)-  38 08 17.     (N)    084 20 24.     (W)     SCALED    
 HZ0081* NAVD 88     -       274.618  (meters)     900.98   (feet)  ADJUSTED  
 HZ0081  ___________________________________________________________________
 HZ0081  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ0081  DYNAMIC HT  -         274.416 (meters)     900.31  (feet)  COMP
 HZ0081  MODELED GRAV-     979,888.2   (mgal)                       NAVD 88
 HZ0081
 HZ0081  VERT ORDER  -  SECOND    CLASS 0
 HZ0081
 HZ0081.The horizontal coordinates were scaled from a topographic map and have
 HZ0081.an estimated accuracy of +/- 6 seconds.
 HZ0081
 HZ0081.The orthometric height was determined by differential leveling
 HZ0081.and adjusted by the National Geodetic Survey in June 1991..
 HZ0081
 HZ0081.The geoid height was determined by GEOID03.
 HZ0081
 HZ0081.The dynamic height is computed by dividing the NAVD 88
 HZ0081.geopotential number by the normal gravity value computed on the
 HZ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0081.degrees latitude (g = 980.6199 gals.).
 HZ0081
 HZ0081.The modeled gravity was interpolated from observed gravity values.
 HZ0081
 HZ0081;                    North         East    Units  Estimated Accuracy
 HZ0081;SPC KY1Z     - 1,201,230.    1,623,600.      MT  (+/- 180 meters Scaled)
 HZ0081
 HZ0081                          SUPERSEDED SURVEY CONTROL
 HZ0081
 HZ0081  NGVD 29 (??/??/92)  274.792  (m)          901.55   (f) ADJ UNCH    2 0
 HZ0081
 HZ0081.Superseded values are not recommended for survey control.
 HZ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0081.See file dsdata.txt to determine how the superseded data were derived.
 HZ0081
 HZ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH331244(NAD 83)
 HZ0081_MARKER: DB = BENCH MARK DISK
 HZ0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0081_SP_SET: BUILDING
 HZ0081_STAMPING: K 32 1935 901.547
 HZ0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0081
 HZ0081  HISTORY     - Date     Condition        Report By
 HZ0081  HISTORY     - 1935     MONUMENTED       CGS
 HZ0081  HISTORY     - 1955     GOOD             NGS
 HZ0081  HISTORY     - 19910119 GOOD             USPSQD
 HZ0081
 HZ0081                          STATION DESCRIPTION
 HZ0081
 HZ0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0081'8.2 MI SW FROM PARIS.
 HZ0081'7.35 MILES SOUTHWEST ALONG U.S. HIGHWAYS 68 AND 27 FROM THE
 HZ0081'COURTHOUSE AT PARIS, TO HUTCHINSON ROAD, THENCE 0.85 MILE
 HZ0081'SOUTHEAST ALONG HUTCHINSON ROAD TO OLD RAILROAD GRADE, 25
 HZ0081'FEET SOUTHWEST OF THE CENTER LINE OF HUTCHINSON ROAD, 33 FEET
 HZ0081'NORTHWEST OF THE CENTER OF OLD GRADE, AT THE NORTHEAST CORNER
 HZ0081'OF THE OLD BRICK STATION, USED NOW AS CABINET SHOP, 0.8 FOOT
 HZ0081'SOUTHWEST OF THE NORTHEAST CORNER SET VERTICALLY, 2.5 FEET
 HZ0081'ABOVE THE LEVEL OF HUTCHINSON ROAD.
 HZ0081
 HZ0081                          STATION RECOVERY (1991)
 HZ0081
 HZ0081'RECOVERY NOTE BY US POWER SQUADRON 1991 (MD)
 HZ0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1119 ***********************************************************************
 GY1119  DESIGNATION -  K 320
 GY1119  PID         -  GY1119
 GY1119  STATE/COUNTY-  KY/FLOYD
 GY1119  USGS QUAD   -  PIKEVILLE (1992)
 GY1119
 GY1119                         *CURRENT SURVEY CONTROL
 GY1119  ___________________________________________________________________
 GY1119* NAD 83(1986)-  37 28 22.     (N)    082 36 43.     (W)     SCALED    
 GY1119* NAVD 88     -       237.051  (meters)     777.72   (feet)  ADJUSTED  
 GY1119  ___________________________________________________________________
 GY1119  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GY1119  DYNAMIC HT  -         236.868 (meters)     777.12  (feet)  COMP
 GY1119  MODELED GRAV-     979,852.0   (mgal)                       NAVD 88
 GY1119
 GY1119  VERT ORDER  -  SECOND    CLASS 0
 GY1119
 GY1119.The horizontal coordinates were scaled from a topographic map and have
 GY1119.an estimated accuracy of +/- 6 seconds.
 GY1119
 GY1119.The orthometric height was determined by differential leveling
 GY1119.and adjusted by the National Geodetic Survey in June 1991..
 GY1119
 GY1119.The geoid height was determined by GEOID03.
 GY1119
 GY1119.The dynamic height is computed by dividing the NAVD 88
 GY1119.geopotential number by the normal gravity value computed on the
 GY1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1119.degrees latitude (g = 980.6199 gals.).
 GY1119
 GY1119.The modeled gravity was interpolated from observed gravity values.
 GY1119
 GY1119;                    North         East    Units  Estimated Accuracy
 GY1119;SPC KY1Z     - 1,131,130.    1,777,510.      MT  (+/- 180 meters Scaled)
 GY1119
 GY1119                          SUPERSEDED SURVEY CONTROL
 GY1119
 GY1119  NGVD 29 (??/??/92)  237.244  (m)          778.36   (f) ADJ UNCH    2 0
 GY1119
 GY1119.Superseded values are not recommended for survey control.
 GY1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1119.See file dsdata.txt to determine how the superseded data were derived.
 GY1119
 GY1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB574485(NAD 83)
 GY1119_MARKER: DB = BENCH MARK DISK
 GY1119_SETTING: 66 = SET IN ROCK OUTCROP
 GY1119_SP_SET: ROCK OUTCROP
 GY1119_STAMPING: K 320 1953 778.358
 GY1119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1119+STABILITY: POSITION/ELEVATION WELL
 GY1119
 GY1119  HISTORY     - Date     Condition        Report By
 GY1119  HISTORY     - 1953     MONUMENTED       CGS
 GY1119  HISTORY     - 1956     GOOD             NGS
 GY1119
 GY1119                          STATION DESCRIPTION
 GY1119
 GY1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1119'5.8 MI S FROM HAROLD.
 GY1119'1.5 MILE SOUTHWEST ALONG STATE HIGHWAY 979 FROM THE C. AND O. RR.
 GY1119'STATION AT HAROLD, THENCE 4.3 MILES SOUTH ALONG ROAD FOLLOWING
 GY1119'TOLER CREEK, 0.35 MILE SOUTH OF THE POST OFFICE AND STORE AT
 GY1119'OSBORN, 97 FEET WEST AND ACROSS CREEK FROM CENTER OF ROAD, 65 FEET
 GY1119'WEST OF CENTER OF TOLER CREEK, SET VERTICALLY 2 1/2 FEET ABOVE
 GY1119'GROUND NEAR THE CENTER OF 15-FOOT LONG AND 4-FOOT HIGH EAST FACE
 GY1119'OF ROCK OUTCROP WHICH IS JUST SOUTH OF A GROUP OF LARGER OUTCROPS,
 GY1119'AND ABOUT 5 FEET ABOVE LEVEL OF CREEK BED AND ABOUT LEVEL WITH
 GY1119'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1537 ***********************************************************************
 GY1537  DESIGNATION -  K 321
 GY1537  PID         -  GY1537
 GY1537  STATE/COUNTY-  KY/FLOYD
 GY1537  USGS QUAD   -  HAROLD (1992)
 GY1537
 GY1537                         *CURRENT SURVEY CONTROL
 GY1537  ___________________________________________________________________
 GY1537* NAD 83(1986)-  37 31 45.     (N)    082 44 14.     (W)     SCALED    
 GY1537* NAVD 88     -       205.069  (meters)     672.80   (feet)  ADJUSTED  
 GY1537  ___________________________________________________________________
 GY1537  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GY1537  DYNAMIC HT  -         204.911 (meters)     672.28  (feet)  COMP
 GY1537  MODELED GRAV-     979,854.1   (mgal)                       NAVD 88
 GY1537
 GY1537  VERT ORDER  -  SECOND    CLASS 0
 GY1537
 GY1537.The horizontal coordinates were scaled from a topographic map and have
 GY1537.an estimated accuracy of +/- 6 seconds.
 GY1537
 GY1537.The orthometric height was determined by differential leveling
 GY1537.and adjusted by the National Geodetic Survey in June 1991..
 GY1537
 GY1537.The geoid height was determined by GEOID03.
 GY1537
 GY1537.The dynamic height is computed by dividing the NAVD 88
 GY1537.geopotential number by the normal gravity value computed on the
 GY1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1537.degrees latitude (g = 980.6199 gals.).
 GY1537
 GY1537.The modeled gravity was interpolated from observed gravity values.
 GY1537
 GY1537;                    North         East    Units  Estimated Accuracy
 GY1537;SPC KY1Z     - 1,137,020.    1,766,240.      MT  (+/- 180 meters Scaled)
 GY1537
 GY1537                          SUPERSEDED SURVEY CONTROL
 GY1537
 GY1537  NGVD 29 (??/??/92)  205.258  (m)          673.42   (f) ADJ UNCH    2 0
 GY1537
 GY1537.Superseded values are not recommended for survey control.
 GY1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1537.See file dsdata.txt to determine how the superseded data were derived.
 GY1537
 GY1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB465549(NAD 83)
 GY1537_MARKER: DB = BENCH MARK DISK
 GY1537_SETTING: 66 = SET IN ROCK OUTCROP
 GY1537_SP_SET: ROCK OUTCROP
 GY1537_STAMPING: K 321 1953 673.417
 GY1537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1537+STABILITY: POSITION/ELEVATION WELL
 GY1537
 GY1537  HISTORY     - Date     Condition        Report By
 GY1537  HISTORY     - 1953     MONUMENTED       CGS
 GY1537  HISTORY     - 1956     GOOD             NGS
 GY1537
 GY1537                          STATION DESCRIPTION
 GY1537
 GY1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1537'4.4 MI S FROM MARTIN.
 GY1537'1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 80 FROM HIGH SCHOOL
 GY1537'AT MARTIN, THENCE 2.65 MILES SOUTH ALONG STATE HIGHWAY 122,
 GY1537'0.7 MILE SOUTHEAST ALONG ROAD ALONG SPURLOCK CREEK, 0.65 MILE
 GY1537'SOUTHEAST OF A SCHOOL AND BRIDGE OVER LEFT FORK OF BEAVER CREEK,
 GY1537'0.2 MILE NORTHWEST OF CROSSING OF A SMALL BRANCH, 0.5 MILE
 GY1537'SOUTHEAST OF JUNCTION OF A ROAD NORTHEAST INTO STRUMBO BRANCH,
 GY1537'19 FEET NORTHEAST IF CENTER OF ROAD, IN THE TOP OF THE HIGHEST
 GY1537'POINT OF A RIDGE SHAPED OUTCROP OF ROCK, 15 FEET SOUTHEAST OF
 GY1537'A SMALL HOLLOW, 19.5 FEET EAST OF NORTHEAST END OF A 15-INCH
 GY1537'PIPE CULVERT, ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD, ABOUT 70
 GY1537'YARD SOUTHEAST OF AN OLD MINE DUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1030 ***********************************************************************
 GY1030  DESIGNATION -  K 322
 GY1030  PID         -  GY1030
 GY1030  STATE/COUNTY-  KY/LETCHER
 GY1030  USGS QUAD   -  BLACKEY (1992)
 GY1030
 GY1030                         *CURRENT SURVEY CONTROL
 GY1030  ___________________________________________________________________
 GY1030* NAD 83(1986)-  37 11 55.     (N)    082 54 49.     (W)     SCALED    
 GY1030* NAVD 88     -       417.304  (meters)    1369.10   (feet)  ADJUSTED  
 GY1030  ___________________________________________________________________
 GY1030  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GY1030  DYNAMIC HT  -         416.963 (meters)    1367.99  (feet)  COMP
 GY1030  MODELED GRAV-     979,800.8   (mgal)                       NAVD 88
 GY1030
 GY1030  VERT ORDER  -  SECOND    CLASS 0
 GY1030
 GY1030.The horizontal coordinates were scaled from a topographic map and have
 GY1030.an estimated accuracy of +/- 6 seconds.
 GY1030
 GY1030.The orthometric height was determined by differential leveling
 GY1030.and adjusted by the National Geodetic Survey in June 1991..
 GY1030
 GY1030.The geoid height was determined by GEOID03.
 GY1030
 GY1030.The dynamic height is computed by dividing the NAVD 88
 GY1030.geopotential number by the normal gravity value computed on the
 GY1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1030.degrees latitude (g = 980.6199 gals.).
 GY1030
 GY1030.The modeled gravity was interpolated from observed gravity values.
 GY1030
 GY1030;                    North         East    Units  Estimated Accuracy
 GY1030;SPC KY1Z     - 1,099,860.    1,751,770.      MT  (+/- 180 meters Scaled)
 GY1030
 GY1030                          SUPERSEDED SURVEY CONTROL
 GY1030
 GY1030  NGVD 29 (??/??/92)  417.461  (m)         1369.62   (f) ADJ UNCH    2 0
 GY1030
 GY1030.Superseded values are not recommended for survey control.
 GY1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1030.See file dsdata.txt to determine how the superseded data were derived.
 GY1030
 GY1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB301186(NAD 83)
 GY1030_MARKER: DB = BENCH MARK DISK
 GY1030_SETTING: 66 = SET IN ROCK OUTCROP
 GY1030_SP_SET: ROCK CUT
 GY1030_STAMPING: K 322 1953 1369.620
 GY1030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1030+STABILITY: POSITION/ELEVATION WELL
 GY1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1030+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2002
 GY1030
 GY1030  HISTORY     - Date     Condition        Report By
 GY1030  HISTORY     - 1953     MONUMENTED       CGS
 GY1030  HISTORY     - 1956     GOOD             NGS
 GY1030  HISTORY     - 20020521 GOOD             KYDT
 GY1030
 GY1030                          STATION DESCRIPTION
 GY1030
 GY1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1030'1 MI NW FROM ISOM.
 GY1030'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 GY1030'OF STATE HIGHWAY 7 AT ISOM, 0.45 MILE SOUTHEAST OF TOP OF GAP
 GY1030'AND THE LETCHER-KNOTT COUNTY LINE, SET VERTICALLY IN THE NORTHEAST
 GY1030'FACE OF ROCK AT THE NORTHWEST END OF ROCK CUT, 19 FEET
 GY1030'SOUTHWEST OF CENTER LINE OF HIGHWAY, 21 FEET NORTHWEST OF CENTER
 GY1030'OF SOUTHWEST END OF A 15-INCH PIPE CULVERT WITH STONE MASONRY
 GY1030'CATCH BASIN, ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
 GY1030
 GY1030                          STATION RECOVERY (2002)
 GY1030
 GY1030'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY1030'THIS PORTION OF OLD KY 15 NOW CALLED GARNER ROAD, MARK IS ABOUT 60
 GY1030'FEET SOUTH OF A GAS LINE CROSSING AND DIRECTLY ACROSS ROAD FROM A
 GY1030'POWER POLE WITH TRANSFORMER NUMBER 35-296.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1018 ***********************************************************************
 GY1018  DESIGNATION -  K 324
 GY1018  PID         -  GY1018
 GY1018  STATE/COUNTY-  KY/LETCHER
 GY1018  USGS QUAD   -  MAYKING (1992)
 GY1018
 GY1018                         *CURRENT SURVEY CONTROL
 GY1018  ___________________________________________________________________
 GY1018* NAD 83(1986)-  37 07 40.     (N)    082 50 03.     (W)     SCALED    
 GY1018* NAVD 88     -       355.100  (meters)    1165.02   (feet)  ADJUSTED  
 GY1018  ___________________________________________________________________
 GY1018  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GY1018  DYNAMIC HT  -         354.802 (meters)    1164.05  (feet)  COMP
 GY1018  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GY1018
 GY1018  VERT ORDER  -  SECOND    CLASS 0
 GY1018
 GY1018.The horizontal coordinates were scaled from a topographic map and have
 GY1018.an estimated accuracy of +/- 6 seconds.
 GY1018
 GY1018.The orthometric height was determined by differential leveling
 GY1018.and adjusted by the National Geodetic Survey in June 1991..
 GY1018
 GY1018.The geoid height was determined by GEOID03.
 GY1018
 GY1018.The dynamic height is computed by dividing the NAVD 88
 GY1018.geopotential number by the normal gravity value computed on the
 GY1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1018.degrees latitude (g = 980.6199 gals.).
 GY1018
 GY1018.The modeled gravity was interpolated from observed gravity values.
 GY1018
 GY1018;                    North         East    Units  Estimated Accuracy
 GY1018;SPC KY1Z     - 1,092,220.    1,759,060.      MT  (+/- 180 meters Scaled)
 GY1018
 GY1018                          SUPERSEDED SURVEY CONTROL
 GY1018
 GY1018  NGVD 29 (??/??/92)  355.256  (m)         1165.54   (f) ADJ UNCH    2 0
 GY1018
 GY1018.Superseded values are not recommended for survey control.
 GY1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1018.See file dsdata.txt to determine how the superseded data were derived.
 GY1018
 GY1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB370106(NAD 83)
 GY1018_MARKER: DB = BENCH MARK DISK
 GY1018_SETTING: 66 = SET IN ROCK OUTCROP
 GY1018_SP_SET: ROCK CLIFF
 GY1018_STAMPING: K 324 1953 1165536
 GY1018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1018+STABILITY: POSITION/ELEVATION WELL
 GY1018
 GY1018  HISTORY     - Date     Condition        Report By
 GY1018  HISTORY     - 1953     MONUMENTED       CGS
 GY1018  HISTORY     - 1956     GOOD             NGS
 GY1018
 GY1018                          STATION DESCRIPTION
 GY1018
 GY1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1018'1.4 MI NW FROM WHITESBURG.
 GY1018'1.35 MILES NORTHWEST AND NORTH ALONG STATE HIGHWAY 15 FROM THE
 GY1018'COURT HOUSE AT WHITESBURG, 0.25 MILE SOUTHWEST OF A BRIDGE OVER
 GY1018'SAND LICK CREEK, SET VERTICALLY IN THE WEST FACE OF ROCK CLIFF, 165
 GY1018'FEET SOUTH OF THE EAST END OF A CULVERT FOR A SMALL HOLLOW FROM THE
 GY1018'EAST, 17 FEET EAST OF THE CENTER LINE OF HIGHWAY AND ABOUT 3 FEET
 GY1018'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1162 ***********************************************************************
 GY1162  DESIGNATION -  K 325
 GY1162  PID         -  GY1162
 GY1162  STATE/COUNTY-  KY/LETCHER
 GY1162  USGS QUAD   -  JENKINS WEST (1992)
 GY1162
 GY1162                         *CURRENT SURVEY CONTROL
 GY1162  ___________________________________________________________________
 GY1162* NAD 83(1986)-  37 14 10.     (N)    082 42 45.     (W)     SCALED    
 GY1162* NAVD 88     -       534.837  (meters)    1754.71   (feet)  ADJUSTED  
 GY1162  ___________________________________________________________________
 GY1162  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GY1162  DYNAMIC HT  -         534.393 (meters)    1753.25  (feet)  COMP
 GY1162  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 GY1162
 GY1162  VERT ORDER  -  SECOND    CLASS 0
 GY1162
 GY1162.The horizontal coordinates were scaled from a topographic map and have
 GY1162.an estimated accuracy of +/- 6 seconds.
 GY1162
 GY1162.The orthometric height was determined by differential leveling
 GY1162.and adjusted by the National Geodetic Survey in June 1991..
 GY1162
 GY1162.The geoid height was determined by GEOID03.
 GY1162
 GY1162.The dynamic height is computed by dividing the NAVD 88
 GY1162.geopotential number by the normal gravity value computed on the
 GY1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1162.degrees latitude (g = 980.6199 gals.).
 GY1162
 GY1162.The modeled gravity was interpolated from observed gravity values.
 GY1162
 GY1162;                    North         East    Units  Estimated Accuracy
 GY1162;SPC KY1Z     - 1,104,580.    1,769,480.      MT  (+/- 180 meters Scaled)
 GY1162
 GY1162                          SUPERSEDED SURVEY CONTROL
 GY1162
 GY1162  NGVD 29 (??/??/92)  534.996  (m)         1755.23   (f) ADJ UNCH    2 0
 GY1162
 GY1162.Superseded values are not recommended for survey control.
 GY1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1162.See file dsdata.txt to determine how the superseded data were derived.
 GY1162
 GY1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB480224(NAD 83)
 GY1162_MARKER: DB = BENCH MARK DISK
 GY1162_SETTING: 66 = SET IN ROCK OUTCROP
 GY1162_SP_SET: ROCK CUT
 GY1162_STAMPING: K 325 1953 1755.233
 GY1162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1162+STABILITY: POSITION/ELEVATION WELL
 GY1162
 GY1162  HISTORY     - Date     Condition        Report By
 GY1162  HISTORY     - 1953     MONUMENTED       CGS
 GY1162  HISTORY     - 1956     GOOD             NGS
 GY1162
 GY1162                          STATION DESCRIPTION
 GY1162
 GY1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1162'1.8 MI NW FROM HEMPHILL.
 GY1162'1.75 MILES NORTHWEST ALONG STATE HIGHWAY 275 FROM THE JUNCTION
 GY1162'OF STATE HIGHWAY 317 AT HEMPHILL, 0.4 MILE EAST OF TOP OF A
 GY1162'GRADE AND THRU CUT, SET VERTICALLY ABOUT 4 FEET ABOVE THE GROUND
 GY1162'IN THE WEST FACE OF AN 18-FOOT HIGH ROCK CUT, 42 FEET SOUTH OF
 GY1162'CONCRETE CATCH BASIN FOR A PIPE CULVERT, 156 FEET NORTHWEST
 GY1162'OF A CONCRETE CATCH BASIN FOR A PIPE CULVERT, 17 FEET EAST OF
 GY1162'CENTER LINE OF HIGHWAY AND ABOUT 2 1/2 FEET ABOVE LEVEL OF
 GY1162'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0900 ***********************************************************************
 GY0900  DESIGNATION -  K 326
 GY0900  PID         -  GY0900
 GY0900  STATE/COUNTY-  KY/LETCHER
 GY0900  USGS QUAD   -  JENKINS WEST (1992)
 GY0900
 GY0900                         *CURRENT SURVEY CONTROL
 GY0900  ___________________________________________________________________
 GY0900* NAD 83(1986)-  37 10 20.     (N)    082 43 24.     (W)     SCALED    
 GY0900* NAVD 88     -       388.486  (meters)    1274.56   (feet)  ADJUSTED  
 GY0900  ___________________________________________________________________
 GY0900  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GY0900  DYNAMIC HT  -         388.157 (meters)    1273.48  (feet)  COMP
 GY0900  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GY0900
 GY0900  VERT ORDER  -  FIRST     CLASS I
 GY0900
 GY0900.The horizontal coordinates were scaled from a topographic map and have
 GY0900.an estimated accuracy of +/- 6 seconds.
 GY0900
 GY0900.The orthometric height was determined by differential leveling
 GY0900.and adjusted by the National Geodetic Survey in June 1991..
 GY0900
 GY0900.The geoid height was determined by GEOID03.
 GY0900
 GY0900.The dynamic height is computed by dividing the NAVD 88
 GY0900.geopotential number by the normal gravity value computed on the
 GY0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0900.degrees latitude (g = 980.6199 gals.).
 GY0900
 GY0900.The modeled gravity was interpolated from observed gravity values.
 GY0900
 GY0900;                    North         East    Units  Estimated Accuracy
 GY0900;SPC KY1Z     - 1,097,460.    1,768,750.      MT  (+/- 180 meters Scaled)
 GY0900
 GY0900                          SUPERSEDED SURVEY CONTROL
 GY0900
 GY0900  NGVD 29 (??/??/92)  388.641  (m)         1275.07   (f) ADJ UNCH    1 1
 GY0900
 GY0900.Superseded values are not recommended for survey control.
 GY0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0900.See file dsdata.txt to determine how the superseded data were derived.
 GY0900
 GY0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB470153(NAD 83)
 GY0900_MARKER: DB = BENCH MARK DISK
 GY0900_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GY0900_SP_SET: RAILROAD BRIDGE ABUTMENT
 GY0900_STAMPING: K 326 1953 1275.066
 GY0900_MARK LOGO: CGS   
 GY0900_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0900
 GY0900  HISTORY     - Date     Condition        Report By
 GY0900  HISTORY     - 1953     MONUMENTED       CGS
 GY0900  HISTORY     - 1967     GOOD             NGS
 GY0900  HISTORY     - 19900801 POOR             USGS
 GY0900
 GY0900                          STATION DESCRIPTION
 GY0900
 GY0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0900'7.1 MI W FROM JENKINS.
 GY0900'ABOUT 6.4 MILES WEST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 GY0900'AT JENKINS, THENCE 0.7 MILE SOUTHWEST ALONG THE LOUISVILLE AND
 GY0900'NASHVILLE RAILROAD, OR ABOUT 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY
 GY0900'119 FROM THE JUNCTION OF U.S. HIGHWAY 119 AND STATE HIGHWAY 317 AT
 GY0900'NEON JUNCTION, 50 YARDS NORTHWEST AND ACROSS U.S. HIGHWAY 119 FROM
 GY0900'THE OLDSMOBILE GARAGE AT THE SMALL COMMUNITY OF WITAKER, SET IN THE
 GY0900'TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 GY0900'NUMBER 139 OVER BOONE CREEK, 5 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE
 GY0900'TRACK, 30 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 GY0900'2 FEET BELOW THE LEVEL OF THE TRACK.
 GY0900
 GY0900                          STATION RECOVERY (1990)
 GY0900
 GY0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 GY0900'RECOVERED IN POOR CONDITION.  NOTE--STEM INTACT, CAP IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1355 ***********************************************************************
 GA1355  DESIGNATION -  K 327
 GA1355  PID         -  GA1355
 GA1355  STATE/COUNTY-  KY/HARLAN
 GA1355  USGS QUAD   -  BENHAM (1979)
 GA1355
 GA1355                         *CURRENT SURVEY CONTROL
 GA1355  ___________________________________________________________________
 GA1355* NAD 83(1986)-  36 57 57.     (N)    082 57 25.     (W)     SCALED    
 GA1355* NAVD 88     -       470.958  (meters)    1545.13   (feet)  ADJUSTED  
 GA1355  ___________________________________________________________________
 GA1355  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA1355  DYNAMIC HT  -         470.538 (meters)    1543.76  (feet)  COMP
 GA1355  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 GA1355
 GA1355  VERT ORDER  -  SECOND    CLASS 0
 GA1355
 GA1355.The horizontal coordinates were scaled from a topographic map and have
 GA1355.an estimated accuracy of +/- 6 seconds.
 GA1355
 GA1355.The orthometric height was determined by differential leveling
 GA1355.and adjusted by the National Geodetic Survey in June 1991..
 GA1355
 GA1355.The geoid height was determined by GEOID03.
 GA1355
 GA1355.The dynamic height is computed by dividing the NAVD 88
 GA1355.geopotential number by the normal gravity value computed on the
 GA1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1355.degrees latitude (g = 980.6199 gals.).
 GA1355
 GA1355.The modeled gravity was interpolated from observed gravity values.
 GA1355
 GA1355;                    North         East    Units  Estimated Accuracy
 GA1355;SPC KY1Z     - 1,073,920.    1,748,700.      MT  (+/- 180 meters Scaled)
 GA1355
 GA1355                          SUPERSEDED SURVEY CONTROL
 GA1355
 GA1355  NGVD 29 (??/??/92)  471.065  (m)         1545.49   (f) ADJ UNCH    2 0
 GA1355
 GA1355.Superseded values are not recommended for survey control.
 GA1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1355.See file dsdata.txt to determine how the superseded data were derived.
 GA1355
 GA1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA257928(NAD 83)
 GA1355_MARKER: B = BOLT
 GA1355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1355_SP_SET: BRIDGE
 GA1355_STAMPING: B M NO 8
 GA1355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1355
 GA1355  HISTORY     - Date     Condition        Report By
 GA1355  HISTORY     - UNK      MONUMENTED       LNRR
 GA1355  HISTORY     - 1956     GOOD             NGS
 GA1355
 GA1355                          STATION DESCRIPTION
 GA1355
 GA1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1355'2 MI SE FROM CUMBERLAND.
 GA1355'2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 160 FROM THE JUNCTION
 GA1355'OF U.S. HIGHWAY 119 AT CUMBERLAND, 2.85 MILES NORTHWEST OF THE
 GA1355'HIGH SCHOOL AT LYNCH, 0.35 MILE NORTHWEST OF POST OFFICE AND
 GA1355'MOOSE HALL AT BENHAM, 136 FEET NORTHEAST AND ACROSS THE L. AND
 GA1355'N. RAILROAD TRACKS FROM CENTER LINE OF HIGHWAY, 84 FEET NORTHEAST
 GA1355'OF THE NORTHEAST RAIL OF MAIN TRACK, AT THE ABANDONED RAILROAD
 GA1355'BRIDGE OF A SPUR TRACK OVER LOONEY CREEK (NOW USED AS FOOT BRIDGE),
 GA1355'A 1 1/4 INCH BOLT SET IN THE CENTER OF A 3-INCH CHISELED SQUARE
 GA1355'IN THE SOUTH END OF THE WEST BRIDGE SEAT, ABOUT 2 FEET BELOW
 GA1355'LEVEL OF HIGHWAY.  NOTE-- B.M. NO. 8 IS CHISELED IN THE CONCRETE
 GA1355'BRIDGE SEAT AROUND THE BOLT.  SECTION FOREMAN ADVISED THAT THE
 GA1355'RAILROAD ENGINEERS ESTABLISHED THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1712 ***********************************************************************
 GA1712  DESIGNATION -  K 328
 GA1712  PID         -  GA1712
 GA1712  STATE/COUNTY-  KY/HARLAN
 GA1712  USGS QUAD   -  LOUELLEN (1982)
 GA1712
 GA1712                         *CURRENT SURVEY CONTROL
 GA1712  ___________________________________________________________________
 GA1712* NAD 83(1986)-  36 55 34.     (N)    083 03 40.     (W)     SCALED    
 GA1712* NAVD 88     -       598.156  (meters)    1962.45   (feet)  ADJUSTED  
 GA1712  ___________________________________________________________________
 GA1712  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA1712  DYNAMIC HT  -         597.639 (meters)    1960.75  (feet)  COMP
 GA1712  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 GA1712
 GA1712  VERT ORDER  -  SECOND    CLASS 0
 GA1712
 GA1712.The horizontal coordinates were scaled from a topographic map and have
 GA1712.an estimated accuracy of +/- 6 seconds.
 GA1712
 GA1712.The orthometric height was determined by differential leveling
 GA1712.and adjusted by the National Geodetic Survey in June 1991..
 GA1712
 GA1712.The geoid height was determined by GEOID03.
 GA1712
 GA1712.The dynamic height is computed by dividing the NAVD 88
 GA1712.geopotential number by the normal gravity value computed on the
 GA1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1712.degrees latitude (g = 980.6199 gals.).
 GA1712
 GA1712.The modeled gravity was interpolated from observed gravity values.
 GA1712
 GA1712;                    North         East    Units  Estimated Accuracy
 GA1712;SPC KY1Z     - 1,069,240.    1,739,550.      MT  (+/- 180 meters Scaled)
 GA1712
 GA1712                          SUPERSEDED SURVEY CONTROL
 GA1712
 GA1712  NGVD 29 (??/??/92)  598.306  (m)         1962.94   (f) ADJ UNCH    2 0
 GA1712
 GA1712.Superseded values are not recommended for survey control.
 GA1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1712.See file dsdata.txt to determine how the superseded data were derived.
 GA1712
 GA1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA164886(NAD 83)
 GA1712_MARKER: DB = BENCH MARK DISK
 GA1712_SETTING: 66 = SET IN ROCK OUTCROP
 GA1712_SP_SET: CUT
 GA1712_STAMPING: K 328 1953 1962.942
 GA1712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1712+STABILITY: POSITION/ELEVATION WELL
 GA1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1712+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 GA1712
 GA1712  HISTORY     - Date     Condition        Report By
 GA1712  HISTORY     - 1953     MONUMENTED       CGS
 GA1712  HISTORY     - 1956     GOOD             NGS
 GA1712  HISTORY     - 20010514 GOOD             KYDT
 GA1712
 GA1712                          STATION DESCRIPTION
 GA1712
 GA1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1712'2 MI NE FROM LOUELLEN.
 GA1712'1.95 MILES NORTHEAST ALONG ROAD FOLLOWING FUGETT CREEK FROM
 GA1712'JUNCTION OF STATE HIGHWAY 38 AND SCHOOL AT LOUELLEN, 0.3 MILE
 GA1712'NORTHEAST OF A BRIDGE AND SLAG DUMP, SET VERTICALLY ABOUT 4 1/2
 GA1712'FEET ABOVE GROUND IN THE SOUTH-SOUTHEAST FACE OF A SMOOTH ROCK
 GA1712'IN A 15-FOOT HIGH ROCK CUT, 17 FEET NORTH NORTHWEST OF CENTER
 GA1712'OF ROAD, 27 YARDS SOUTHWEST OF A LOG CULVERT UNDER ROAD AND
 GA1712'ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 GA1712
 GA1712                          STATION RECOVERY (2001)
 GA1712
 GA1712'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1693 ***********************************************************************
 GA1693  DESIGNATION -  K 329
 GA1693  PID         -  GA1693
 GA1693  STATE/COUNTY-  KY/HARLAN
 GA1693  USGS QUAD   -  HARLAN (1978)
 GA1693
 GA1693                         *CURRENT SURVEY CONTROL
 GA1693  ___________________________________________________________________
 GA1693* NAD 83(1986)-  36 51 29.     (N)    083 17 42.     (W)     SCALED    
 GA1693* NAVD 88     -       369.211  (meters)    1211.32   (feet)  ADJUSTED  
 GA1693  ___________________________________________________________________
 GA1693  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA1693  DYNAMIC HT  -         368.892 (meters)    1210.27  (feet)  COMP
 GA1693  MODELED GRAV-     979,755.2   (mgal)                       NAVD 88
 GA1693
 GA1693  VERT ORDER  -  SECOND    CLASS 0
 GA1693
 GA1693.The horizontal coordinates were scaled from a topographic map and have
 GA1693.an estimated accuracy of +/- 6 seconds.
 GA1693
 GA1693.The orthometric height was determined by differential leveling
 GA1693.and adjusted by the National Geodetic Survey in June 1991..
 GA1693
 GA1693.The geoid height was determined by GEOID03.
 GA1693
 GA1693.The dynamic height is computed by dividing the NAVD 88
 GA1693.geopotential number by the normal gravity value computed on the
 GA1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1693.degrees latitude (g = 980.6199 gals.).
 GA1693
 GA1693.The modeled gravity was interpolated from observed gravity values.
 GA1693
 GA1693;                    North         East    Units  Estimated Accuracy
 GA1693;SPC KY1Z     - 1,061,120.    1,718,920.      MT  (+/- 180 meters Scaled)
 GA1693
 GA1693                          SUPERSEDED SURVEY CONTROL
 GA1693
 GA1693  NGVD 29 (??/??/92)  369.355  (m)         1211.79   (f) ADJ UNCH    2 0
 GA1693
 GA1693.Superseded values are not recommended for survey control.
 GA1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1693.See file dsdata.txt to determine how the superseded data were derived.
 GA1693
 GA1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA954815(NAD 83)
 GA1693_MARKER: DB = BENCH MARK DISK
 GA1693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1693_SP_SET: ABUTMENT
 GA1693_STAMPING: K 329 1953 1211.792
 GA1693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1693+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 GA1693
 GA1693  HISTORY     - Date     Condition        Report By
 GA1693  HISTORY     - 1953     MONUMENTED       CGS
 GA1693  HISTORY     - 1956     GOOD             NGS
 GA1693  HISTORY     - 20010514 GOOD             KYDT
 GA1693
 GA1693                          STATION DESCRIPTION
 GA1693
 GA1693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1693'2 MI E FROM HARLAN.
 GA1693'1.95 MILES EAST ALONG STATE HIGHWAY 38 FROM JUNCTION OF U.S.
 GA1693'HIGHWAY 421 AT HARLAN, ABOUT 115 YARDS SOUTH ALONG THE L. AND N.
 GA1693'RAILROAD FROM THE CROSSING OF HIGHWAY 38, AT THE EAST EDGE OF
 GA1693'VILLAGE OF KITTS, SET IN THE TOP OF THE EAST END OF THE NORTH
 GA1693'CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 8 OVER CLOVER FORK,
 GA1693'7.5 FEET EAST OF THE EAST RAIL AND ABOUT 2 FEET BELOW LEVEL
 GA1693'OF TRACK.
 GA1693
 GA1693                          STATION RECOVERY (2001)
 GA1693
 GA1693'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1791 ***********************************************************************
 HY1791  DESIGNATION -  K 33
 HY1791  PID         -  HY1791
 HY1791  STATE/COUNTY-  KY/FLEMING
 HY1791  USGS QUAD   -  COWAN (1978)
 HY1791
 HY1791                         *CURRENT SURVEY CONTROL
 HY1791  ___________________________________________________________________
 HY1791* NAD 83(1986)-  38 24 34.     (N)    083 53 20.     (W)     SCALED    
 HY1791* NAVD 88     -       279.423  (meters)     916.74   (feet)  ADJUSTED  
 HY1791  ___________________________________________________________________
 HY1791  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HY1791  DYNAMIC HT  -         279.225 (meters)     916.09  (feet)  COMP
 HY1791  MODELED GRAV-     979,911.4   (mgal)                       NAVD 88
 HY1791
 HY1791  VERT ORDER  -  SECOND    CLASS 0
 HY1791
 HY1791.The horizontal coordinates were scaled from a topographic map and have
 HY1791.an estimated accuracy of +/- 6 seconds.
 HY1791
 HY1791.The orthometric height was determined by differential leveling
 HY1791.and adjusted by the National Geodetic Survey in June 1991..
 HY1791
 HY1791.The geoid height was determined by GEOID03.
 HY1791
 HY1791.The dynamic height is computed by dividing the NAVD 88
 HY1791.geopotential number by the normal gravity value computed on the
 HY1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1791.degrees latitude (g = 980.6199 gals.).
 HY1791
 HY1791.The modeled gravity was interpolated from observed gravity values.
 HY1791
 HY1791;                    North         East    Units  Estimated Accuracy
 HY1791;SPC KY1Z     - 1,232,040.    1,662,530.      MT  (+/- 180 meters Scaled)
 HY1791
 HY1791                          SUPERSEDED SURVEY CONTROL
 HY1791
 HY1791  NGVD 29 (??/??/92)  279.609  (m)          917.35   (f) ADJ UNCH    2 0
 HY1791
 HY1791.Superseded values are not recommended for survey control.
 HY1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1791.See file dsdata.txt to determine how the superseded data were derived.
 HY1791
 HY1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC477551(NAD 83)
 HY1791_MARKER: DB = BENCH MARK DISK
 HY1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1791_STAMPING: K 33 1935 917.351
 HY1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1791+STABILITY: SURFACE MOTION
 HY1791
 HY1791  HISTORY     - Date     Condition        Report By
 HY1791  HISTORY     - 1935     MONUMENTED       CGS
 HY1791  HISTORY     - 1955     GOOD             NGS
 HY1791
 HY1791                          STATION DESCRIPTION
 HY1791
 HY1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1791'AT COWAN.
 HY1791'AT COWAN, 0.15 MILE NORTHEAST OF THE BRIDGE WHERE STATE HIGHWAY
 HY1791'32 CROSSES THE LOUISVILLE AND NASHVILLE RAILROAD TRACKS, 6.8
 HY1791'MILES ALONG STATE HIGHWAY 32 FROM THE ROAD WEST TO THE OLD
 HY1791'STATION SITE AT MEYERS, THENCE NORTHEAST ON HIGHWAY 0.2 MILE
 HY1791'TO ROAD NORTHWEST AT STORE AND SERVICE STATION, NORTHWEST ON THIS
 HY1791'ROAD 0.15 MILE TO TRACKS, 352 FEET NORTHEAST OF A PRIVATE ROAD
 HY1791'CROSSING, 87.0 FEET NORTHEAST OF CURVE WHERE ROAD ALONG TRACKS
 HY1791'CURVES BACK TO HIGHWAY, 14.0 FEET NORTHWEST OF THE NORTHWEST
 HY1791'RAIL, AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD AT A GATE
 HY1791'TO FIELD, 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1318 ***********************************************************************
 GA1318  DESIGNATION -  K 330
 GA1318  PID         -  GA1318
 GA1318  STATE/COUNTY-  KY/HARLAN
 GA1318  USGS QUAD   -  KEOKEE (1978)
 GA1318
 GA1318                         *CURRENT SURVEY CONTROL
 GA1318  ___________________________________________________________________
 GA1318* NAD 83(1986)-  36 52 18.     (N)    082 57 37.     (W)     SCALED    
 GA1318* NAVD 88     -       598.196  (meters)    1962.58   (feet)  ADJUSTED  
 GA1318  ___________________________________________________________________
 GA1318  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA1318  DYNAMIC HT  -         597.656 (meters)    1960.81  (feet)  COMP
 GA1318  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 GA1318
 GA1318  VERT ORDER  -  SECOND    CLASS 0
 GA1318
 GA1318.The horizontal coordinates were scaled from a topographic map and have
 GA1318.an estimated accuracy of +/- 6 seconds.
 GA1318
 GA1318.The orthometric height was determined by differential leveling
 GA1318.and adjusted by the National Geodetic Survey in June 1991..
 GA1318
 GA1318.The geoid height was determined by GEOID03.
 GA1318
 GA1318.The dynamic height is computed by dividing the NAVD 88
 GA1318.geopotential number by the normal gravity value computed on the
 GA1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1318.degrees latitude (g = 980.6199 gals.).
 GA1318
 GA1318.The modeled gravity was interpolated from observed gravity values.
 GA1318
 GA1318;                    North         East    Units  Estimated Accuracy
 GA1318;SPC KY1Z     - 1,063,470.    1,748,710.      MT  (+/- 180 meters Scaled)
 GA1318
 GA1318                          SUPERSEDED SURVEY CONTROL
 GA1318
 GA1318  NGVD 29 (??/??/92)  598.310  (m)         1962.96   (f) ADJ UNCH    2 0
 GA1318
 GA1318.Superseded values are not recommended for survey control.
 GA1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1318.See file dsdata.txt to determine how the superseded data were derived.
 GA1318
 GA1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA252824(NAD 83)
 GA1318_MARKER: DB = BENCH MARK DISK
 GA1318_SETTING: 66 = SET IN ROCK OUTCROP
 GA1318_SP_SET: ROCK CUT
 GA1318_STAMPING: K 330 1953
 GA1318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1318+STABILITY: POSITION/ELEVATION WELL
 GA1318
 GA1318  HISTORY     - Date     Condition        Report By
 GA1318  HISTORY     - 1953     MONUMENTED       CGS
 GA1318  HISTORY     - 1956     GOOD             NGS
 GA1318
 GA1318                          STATION DESCRIPTION
 GA1318
 GA1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1318'8.9 MI SE FROM LOUELLEN.
 GA1318'ABOUT 8.9 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE
 GA1318'SCHOOL AT LOUELLEN, ABOUT 0.3 MILE SOUTHWEST OF A CULVERT FOR
 GA1318'HUFF CREEK, SET VERTICALLY ABOUT 4 FEET ABOVE GROUND IN THE
 GA1318'SOUTHEAST FACE OF A 20-FOOT HIGH ROCK CUT, 17 FEET NORTHWEST
 GA1318'OF CENTER LINE OF HIGHWAY, 160 FEET SOUTHWEST OF NORTHWEST
 GA1318'END OF A PIPE CULVERT WITH HEAD WALL AT THE NORTHEAST END
 GA1318'OF CUT AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
 GA1318
 GA1318                          STATION RECOVERY (1956)
 GA1318
 GA1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0977 ***********************************************************************
 HA0977  DESIGNATION -  K 331
 HA0977  PID         -  HA0977
 HA0977  STATE/COUNTY-  KY/HENDERSON
 HA0977  USGS QUAD   -  CABORN (1978)
 HA0977
 HA0977                         *CURRENT SURVEY CONTROL
 HA0977  ___________________________________________________________________
 HA0977* NAD 83(1986)-  37 54 00.     (N)    087 52 08.     (W)     SCALED    
 HA0977* NAVD 88     -       109.928  (meters)     360.66   (feet)  ADJUSTED  
 HA0977  ___________________________________________________________________
 HA0977  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HA0977  DYNAMIC HT  -         109.853 (meters)     360.41  (feet)  COMP
 HA0977  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 HA0977
 HA0977  VERT ORDER  -  FIRST     CLASS II
 HA0977
 HA0977.The horizontal coordinates were scaled from a topographic map and have
 HA0977.an estimated accuracy of +/- 6 seconds.
 HA0977
 HA0977.The orthometric height was determined by differential leveling
 HA0977.and adjusted by the National Geodetic Survey in June 1991..
 HA0977
 HA0977.The geoid height was determined by GEOID03.
 HA0977
 HA0977.The dynamic height is computed by dividing the NAVD 88
 HA0977.geopotential number by the normal gravity value computed on the
 HA0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0977.degrees latitude (g = 980.6199 gals.).
 HA0977
 HA0977.The modeled gravity was interpolated from observed gravity values.
 HA0977
 HA0977;                    North         East    Units  Estimated Accuracy
 HA0977;SPC KY1Z     - 1,175,990.    1,313,670.      MT  (+/- 180 meters Scaled)
 HA0977
 HA0977                          SUPERSEDED SURVEY CONTROL
 HA0977
 HA0977  NGVD 29 (??/??/92)  110.029  (m)          360.99   (f) ADJ UNCH    1 2
 HA0977
 HA0977.Superseded values are not recommended for survey control.
 HA0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0977.See file dsdata.txt to determine how the superseded data were derived.
 HA0977
 HA0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG236950(NAD 83)
 HA0977_MARKER: DB = BENCH MARK DISK
 HA0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0977_STAMPING: K 331 1953
 HA0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0977+STABILITY: SURFACE MOTION
 HA0977
 HA0977  HISTORY     - Date     Condition        Report By
 HA0977  HISTORY     - 1953     MONUMENTED       CGS
 HA0977  HISTORY     - 1964     GOOD             FAS
 HA0977
 HA0977                          STATION DESCRIPTION
 HA0977
 HA0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0977'15 MI NE FROM UNIONTOWN.
 HA0977'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 360 FROM THE
 HA0977'INTERSECTION OF MAIN STREET AT UNIONTOWN, THENCE ABOUT 5.65 MILES
 HA0977'NORTHEAST AND NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 6.9 MILES
 HA0977'WEST AND NORTH ALONG A ROAD FOLLOWING THE OHIO RIVER UPSTREAM TO
 HA0977'THE JUNCTION OF STATE HIGHWAY 136 AT A POINT ABOUT 0.15 MILE SOUTH
 HA0977'OF THE FERRY LANDING LEADING TO MOUNT VERNON, POSEY COUNTY, INDIANA,
 HA0977'THENCE ABOUT 1.85 MILES SOUTHEAST ALONG STATE HIGHWAY 136, 104
 HA0977'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 139 FEET EAST-SOUTHEAST
 HA0977'OF EAST CORNER OF L.S. WHITMAN RESIDENCE, 95 FEET SOUTHEAST OF
 HA0977'CENTER LINE OF A DRIVE WAY, 35 FEET EAST-NORHTEAST OF A 22-INCH
 HA0977'WALNUT TREE, 15 1/2 FEET WEST-NORTHWEST OF A 30-INCH HICKORY TREE,
 HA0977'4 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER, ABOUT 2 FEET
 HA0977'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HA0977'PROJECTING 3 INCHES.  NOTE-- THE WITNESS POST IS GONE AND THE MARK
 HA0977'IS NOW 4 INCHES UNDERGROUND.
 HA0977
 HA0977                          STATION RECOVERY (1964)
 HA0977
 HA0977'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0670 ***********************************************************************
 HA0670  DESIGNATION -  K 332
 HA0670  PID         -  HA0670
 HA0670  STATE/COUNTY-  KY/DAVIESS
 HA0670  USGS QUAD   -  OWENSBORO EAST (1982)
 HA0670
 HA0670                         *CURRENT SURVEY CONTROL
 HA0670  ___________________________________________________________________
 HA0670* NAD 83(1986)-  37 46 33.     (N)    087 05 55.     (W)     SCALED    
 HA0670* NAVD 88     -       123.094  (meters)     403.85   (feet)  ADJUSTED  
 HA0670  ___________________________________________________________________
 HA0670  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HA0670  DYNAMIC HT  -         123.009 (meters)     403.57  (feet)  COMP
 HA0670  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 HA0670
 HA0670  VERT ORDER  -  FIRST     CLASS II
 HA0670
 HA0670.The horizontal coordinates were scaled from a topographic map and have
 HA0670.an estimated accuracy of +/- 6 seconds.
 HA0670
 HA0670.The orthometric height was determined by differential leveling
 HA0670.and adjusted by the National Geodetic Survey in June 1991..
 HA0670
 HA0670.The geoid height was determined by GEOID03.
 HA0670
 HA0670.The dynamic height is computed by dividing the NAVD 88
 HA0670.geopotential number by the normal gravity value computed on the
 HA0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0670.degrees latitude (g = 980.6199 gals.).
 HA0670
 HA0670.The modeled gravity was interpolated from observed gravity values.
 HA0670
 HA0670;                    North         East    Units  Estimated Accuracy
 HA0670;SPC KY1Z     - 1,160,950.    1,381,200.      MT  (+/- 180 meters Scaled)
 HA0670
 HA0670                          SUPERSEDED SURVEY CONTROL
 HA0670
 HA0670  NGVD 29 (??/??/92)  123.195  (m)          404.18   (f) ADJ UNCH    1 2
 HA0670
 HA0670.Superseded values are not recommended for survey control.
 HA0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0670.See file dsdata.txt to determine how the superseded data were derived.
 HA0670
 HA0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG913809(NAD 83)
 HA0670_MARKER: DB = BENCH MARK DISK
 HA0670_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0670_SP_SET: BUILDING
 HA0670_STAMPING: K 332 1953
 HA0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0670
 HA0670  HISTORY     - Date     Condition        Report By
 HA0670  HISTORY     - 1953     MONUMENTED       CGS
 HA0670
 HA0670                          STATION DESCRIPTION
 HA0670
 HA0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0670'AT OWENSBORO.
 HA0670'AT OWENSBORO, ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 60 FROM
 HA0670'THE COURT HOUSE, AT EAST MAIN STREET AND HAMILTON AVENUE, SET
 HA0670'VERTICALLY IN THE SOUTHEAST BRICK FACE OF OWENSBORO MILLING
 HA0670'COMPANY BUILDING, 0.7 FOOT SOUTHWEST OF EAST CORNER OF BUILDING
 HA0670'AND ABOUT 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0424 ***********************************************************************
 HA0424  DESIGNATION -  K 333
 HA0424  PID         -  HA0424
 HA0424  STATE/COUNTY-  KY/HANCOCK
 HA0424  USGS QUAD   -  TELL CITY (1980)
 HA0424
 HA0424                         *CURRENT SURVEY CONTROL
 HA0424  ___________________________________________________________________
 HA0424* NAD 83(1986)-  37 59 18.     (N)    086 48 55.     (W)     SCALED    
 HA0424* NAVD 88     -       116.274  (meters)     381.48   (feet)  ADJUSTED  
 HA0424  ___________________________________________________________________
 HA0424  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HA0424  DYNAMIC HT  -         116.193 (meters)     381.21  (feet)  COMP
 HA0424  MODELED GRAV-     979,932.6   (mgal)                       NAVD 88
 HA0424
 HA0424  VERT ORDER  -  FIRST     CLASS II
 HA0424
 HA0424.The horizontal coordinates were scaled from a topographic map and have
 HA0424.an estimated accuracy of +/- 6 seconds.
 HA0424
 HA0424.The orthometric height was determined by differential leveling
 HA0424.and adjusted by the National Geodetic Survey in June 1991..
 HA0424
 HA0424.The geoid height was determined by GEOID03.
 HA0424
 HA0424.The dynamic height is computed by dividing the NAVD 88
 HA0424.geopotential number by the normal gravity value computed on the
 HA0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0424.degrees latitude (g = 980.6199 gals.).
 HA0424
 HA0424.The modeled gravity was interpolated from observed gravity values.
 HA0424
 HA0424;                    North         East    Units  Estimated Accuracy
 HA0424;SPC KY1Z     - 1,184,210.    1,406,430.      MT  (+/- 180 meters Scaled)
 HA0424
 HA0424                          SUPERSEDED SURVEY CONTROL
 HA0424
 HA0424  NGVD 29 (??/??/92)  116.381  (m)          381.83   (f) ADJ UNCH    1 2
 HA0424
 HA0424.Superseded values are not recommended for survey control.
 HA0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0424.See file dsdata.txt to determine how the superseded data were derived.
 HA0424
 HA0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH162045(NAD 83)
 HA0424_MARKER: DB = BENCH MARK DISK
 HA0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0424_SP_SET: BRIDGE
 HA0424_STAMPING: K 333 1953
 HA0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0424
 HA0424  HISTORY     - Date     Condition        Report By
 HA0424  HISTORY     - 1953     MONUMENTED       CGS
 HA0424  HISTORY     - 1962     GOOD             NGS
 HA0424
 HA0424                          STATION DESCRIPTION
 HA0424
 HA0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0424'6.6 MI NE FROM LEWISPORT.
 HA0424'ABOUT 6.6 MILES NORTHEAST ALONG STATE HIGHWAY 334 FROM THE BAPTIST
 HA0424'CHURCH AT LEWISPORT, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 HA0424'ABUTMENT OF A HIGHWAY BRIDGE OVER MUDDY GUT CREEK, 7 1/2 FEET
 HA0424'SOUTHEAST OF CENTER LINE OF HIGHWAY, 1 FOOT NORTHEAST OF SOUTHWEST
 HA0424'SIDE OF ABUTMENT, 1/2 FOOT NORTHWEST OF SOUTHEAST FACE OF ABUTMENT
 HA0424'AND ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
 HA0424
 HA0424                          STATION RECOVERY (1962)
 HA0424
 HA0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HA0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2348 ***********************************************************************
 GZ2348  DESIGNATION -  K 334
 GZ2348  PID         -  GZ2348
 GZ2348  STATE/COUNTY-  KY/HARDIN
 GZ2348  USGS QUAD   -  FORT KNOX (1991)
 GZ2348
 GZ2348                         *CURRENT SURVEY CONTROL
 GZ2348  ___________________________________________________________________
 GZ2348* NAD 83(1986)-  37 59 32.     (N)    085 57 00.     (W)     SCALED    
 GZ2348* NAVD 88     -       134.285  (meters)     440.57   (feet)  ADJUSTED  
 GZ2348  ___________________________________________________________________
 GZ2348  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GZ2348  DYNAMIC HT  -         134.189 (meters)     440.25  (feet)  COMP
 GZ2348  MODELED GRAV-     979,918.5   (mgal)                       NAVD 88
 GZ2348
 GZ2348  VERT ORDER  -  FIRST     CLASS II
 GZ2348
 GZ2348.The horizontal coordinates were scaled from a topographic map and have
 GZ2348.an estimated accuracy of +/- 6 seconds.
 GZ2348
 GZ2348.The orthometric height was determined by differential leveling
 GZ2348.and adjusted by the National Geodetic Survey in June 1991..
 GZ2348
 GZ2348.The geoid height was determined by GEOID03.
 GZ2348
 GZ2348.The dynamic height is computed by dividing the NAVD 88
 GZ2348.geopotential number by the normal gravity value computed on the
 GZ2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2348.degrees latitude (g = 980.6199 gals.).
 GZ2348
 GZ2348.The modeled gravity was interpolated from observed gravity values.
 GZ2348
 GZ2348;                    North         East    Units  Estimated Accuracy
 GZ2348;SPC KY1Z     - 1,184,130.    1,482,430.      MT  (+/- 180 meters Scaled)
 GZ2348
 GZ2348                          SUPERSEDED SURVEY CONTROL
 GZ2348
 GZ2348  NGVD 29 (??/??/92)  134.412  (m)          440.98   (f) ADJ UNCH    1 2
 GZ2348
 GZ2348.Superseded values are not recommended for survey control.
 GZ2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2348.See file dsdata.txt to determine how the superseded data were derived.
 GZ2348
 GZ2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH921054(NAD 83)
 GZ2348_MARKER: DB = BENCH MARK DISK
 GZ2348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2348_SP_SET: PIER
 GZ2348_STAMPING: K 334 1953
 GZ2348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2348
 GZ2348  HISTORY     - Date     Condition        Report By
 GZ2348  HISTORY     - 1953     MONUMENTED       CGS
 GZ2348
 GZ2348                          STATION DESCRIPTION
 GZ2348
 GZ2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2348'AT WEST POINT.
 GZ2348'AT WEST POINT, AT THE INTERSECTION OF THE ILLINOIS CENTRAL
 GZ2348'AND LOUISVILLE AND NASHVILLE RAILROADS, AT THE OVERPASS OF
 GZ2348'U.S. HIGHWAY 31W OVER THE INTERSECTION, SET VERTICALLY IN NORTH
 GZ2348'FACE OF THE CENTER CONCRETE PIER OF OVERPASS, 8 FEET SOUTH OF
 GZ2348'SOUTH RAIL OF L. AND N. RR, 12 1/2 FEET SOUTH OF CENTER OF
 GZ2348'INTERSECTION, 9 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF I.C.
 GZ2348'RR AND ABOUT 2 1/2 FEET ABOVE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0994 ***********************************************************************
 HA0994  DESIGNATION -  K 335
 HA0994  PID         -  HA0994
 HA0994  STATE/COUNTY-  KY/HENDERSON
 HA0994  USGS QUAD   -  WILSON (1993)
 HA0994
 HA0994                         *CURRENT SURVEY CONTROL
 HA0994  ___________________________________________________________________
 HA0994* NAD 83(1986)-  37 51 19.     (N)    087 41 46.     (W)     SCALED    
 HA0994* NAVD 88     -       112.010  (meters)     367.49   (feet)  ADJUSTED  
 HA0994  ___________________________________________________________________
 HA0994  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HA0994  DYNAMIC HT  -         111.933 (meters)     367.23  (feet)  COMP
 HA0994  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 HA0994
 HA0994  VERT ORDER  -  FIRST     CLASS II
 HA0994
 HA0994.The horizontal coordinates were scaled from a topographic map and have
 HA0994.an estimated accuracy of +/- 6 seconds.
 HA0994
 HA0994.The orthometric height was determined by differential leveling
 HA0994.and adjusted by the National Geodetic Survey in June 1991..
 HA0994
 HA0994.The geoid height was determined by GEOID03.
 HA0994
 HA0994.The dynamic height is computed by dividing the NAVD 88
 HA0994.geopotential number by the normal gravity value computed on the
 HA0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0994.degrees latitude (g = 980.6199 gals.).
 HA0994
 HA0994.The modeled gravity was interpolated from observed gravity values.
 HA0994
 HA0994;                    North         East    Units  Estimated Accuracy
 HA0994;SPC KY1Z     - 1,170,700.    1,328,760.      MT  (+/- 180 meters Scaled)
 HA0994
 HA0994                          SUPERSEDED SURVEY CONTROL
 HA0994
 HA0994  NGVD 29 (??/??/92)  112.111  (m)          367.82   (f) ADJ UNCH    1 2
 HA0994
 HA0994.Superseded values are not recommended for survey control.
 HA0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0994.See file dsdata.txt to determine how the superseded data were derived.
 HA0994
 HA0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG387899(NAD 83)
 HA0994_MARKER: DB = BENCH MARK DISK
 HA0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0994_STAMPING: K 335 1953
 HA0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0994+STABILITY: SURFACE MOTION
 HA0994
 HA0994  HISTORY     - Date     Condition        Report By
 HA0994  HISTORY     - 1953     MONUMENTED       CGS
 HA0994  HISTORY     - 1964     GOOD             FAS
 HA0994
 HA0994                          STATION DESCRIPTION
 HA0994
 HA0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0994'3.4 MI N FROM GENEVA.
 HA0994'ABOUT 3.35 MILES NORTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 HA0994'INTERSECTION OF STATE HIGWHAY 136 AT GENEVA, AT THE OUTSIDE OF A
 HA0994'TURN IN THE ROAD WITH TANGENTS EXTENDING WEST AND NORTH, ABOUT
 HA0994'0.85 MILE SOUTH OF THE T JUNCTION OF AN EAST-WEST ROAD, 36 FEET
 HA0994'SOUTHEAST OF CENTER LINE OF ROAD, 13 FEET SOUTH OF EXTENDED CENTER
 HA0994'LINE OF WEST TANGENT OF ROAD, 13 FEET EAST OF EXTENDED CENTER LINE
 HA0994'OF NORTH TANGENT OF ROAD, 2 FEET WEST OF A FENCE CORNER, 21 FEET
 HA0994'SOUTH OF A POWER AND TELEPHONE POLE (NO. 27) AT A DIRECTIONAL
 HA0994'CHANGE IN LINE EXTENDING NORTH AND WEST, ABOUT 1 FOOT BELOW LEVEL
 HA0994'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HA0994
 HA0994                          STATION RECOVERY (1964)
 HA0994
 HA0994'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0620 ***********************************************************************
 HA0620  DESIGNATION -  K 337
 HA0620  PID         -  HA0620
 HA0620  STATE/COUNTY-  KY/DAVIESS
 HA0620  USGS QUAD   -  REED (1980)
 HA0620
 HA0620                         *CURRENT SURVEY CONTROL
 HA0620  ___________________________________________________________________
 HA0620* NAD 83(1986)-  37 52 10.     (N)    087 17 27.     (W)     SCALED    
 HA0620* NAVD 88     -       116.745  (meters)     383.02   (feet)  ADJUSTED  
 HA0620  ___________________________________________________________________
 HA0620  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HA0620  DYNAMIC HT  -         116.664 (meters)     382.76  (feet)  COMP
 HA0620  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 HA0620
 HA0620  VERT ORDER  -  FIRST     CLASS II
 HA0620
 HA0620.The horizontal coordinates were scaled from a topographic map and have
 HA0620.an estimated accuracy of +/- 6 seconds.
 HA0620
 HA0620.The orthometric height was determined by differential leveling
 HA0620.and adjusted by the National Geodetic Survey in June 1991..
 HA0620
 HA0620.The geoid height was determined by GEOID03.
 HA0620
 HA0620.The dynamic height is computed by dividing the NAVD 88
 HA0620.geopotential number by the normal gravity value computed on the
 HA0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0620.degrees latitude (g = 980.6199 gals.).
 HA0620
 HA0620.The modeled gravity was interpolated from observed gravity values.
 HA0620
 HA0620;                    North         East    Units  Estimated Accuracy
 HA0620;SPC KY1Z     - 1,171,600.    1,364,440.      MT  (+/- 180 meters Scaled)
 HA0620
 HA0620                          SUPERSEDED SURVEY CONTROL
 HA0620
 HA0620  NGVD 29 (??/??/92)  116.843  (m)          383.34   (f) ADJ UNCH    1 2
 HA0620
 HA0620.Superseded values are not recommended for survey control.
 HA0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0620.See file dsdata.txt to determine how the superseded data were derived.
 HA0620
 HA0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG744913(NAD 83)
 HA0620_MARKER: DB = BENCH MARK DISK
 HA0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0620_SP_SET: BRIDGE
 HA0620_STAMPING: K 337 1953
 HA0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0620
 HA0620  HISTORY     - Date     Condition        Report By
 HA0620  HISTORY     - 1953     MONUMENTED       CGS
 HA0620  HISTORY     - 1962     GOOD             NGS
 HA0620
 HA0620                          STATION DESCRIPTION
 HA0620
 HA0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0620'2.2 MI SE FROM CARLINBURG.
 HA0620'ABOUT 0.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION
 HA0620'OF A ROAD WEST TO BEALS AT CARLINBURG, THENCE ABOUT 2.05 MILES
 HA0620'SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 0.15 MILE SOUTHEAST TO
 HA0620'JUNCTION OF A ROAD SOUTHWEST, ABOUT 1.1 MILES NORTHWEST OF THE
 HA0620'JUNCTION OF A ROAD SOUTHWEST TO NEWMAN, IN THE TOP OF THE SOUTHWEST
 HA0620'END OF THE NORTHWEST ABUTMENT OF A 12-FOOT CONCRETE BRIDGE OVER
 HA0620'A DITCH, 14 FEET SOUTHWEST OF CENTER LINE OF ROAD, 3 FEET
 HA0620'SOUTHWEST OF STEEL RAILING AND ABOUT LEVEL WITH ROAD.  MARK IS
 HA0620'ABOUT 0.35 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 HA0620'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT STANLEY,
 HA0620'DAVIESS COUNTY, THENCE ABOUT 3.95 MILES NORTHWEST ALONG A GRAVEL
 HA0620'ROAD LEADING TO CARLINBURG.
 HA0620
 HA0620                          STATION RECOVERY (1962)
 HA0620
 HA0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HA0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0482 ***********************************************************************
 HA0482  DESIGNATION -  K 338
 HA0482  PID         -  HA0482
 HA0482  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0482  USGS QUAD   -  ROME (1993)
 HA0482
 HA0482                         *CURRENT SURVEY CONTROL
 HA0482  ___________________________________________________________________
 HA0482* NAD 83(1986)-  37 54 24.     (N)    086 32 19.     (W)     SCALED    
 HA0482* NAVD 88     -       173.353  (meters)     568.74   (feet)  ADJUSTED  
 HA0482  ___________________________________________________________________
 HA0482  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HA0482  DYNAMIC HT  -         173.229 (meters)     568.34  (feet)  COMP
 HA0482  MODELED GRAV-     979,910.8   (mgal)                       NAVD 88
 HA0482
 HA0482  VERT ORDER  -  FIRST     CLASS II
 HA0482
 HA0482.The horizontal coordinates were scaled from a topographic map and have
 HA0482.an estimated accuracy of +/- 6 seconds.
 HA0482
 HA0482.The orthometric height was determined by differential leveling
 HA0482.and adjusted by the National Geodetic Survey in June 1991..
 HA0482
 HA0482.The geoid height was determined by GEOID03.
 HA0482
 HA0482.The dynamic height is computed by dividing the NAVD 88
 HA0482.geopotential number by the normal gravity value computed on the
 HA0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0482.degrees latitude (g = 980.6199 gals.).
 HA0482
 HA0482.The modeled gravity was interpolated from observed gravity values.
 HA0482
 HA0482;                    North         East    Units  Estimated Accuracy
 HA0482;SPC KY1Z     - 1,174,910.    1,430,650.      MT  (+/- 180 meters Scaled)
 HA0482
 HA0482                          SUPERSEDED SURVEY CONTROL
 HA0482
 HA0482  NGVD 29 (??/??/92)  173.452  (m)          569.07   (f) ADJ UNCH    1 2
 HA0482
 HA0482.Superseded values are not recommended for survey control.
 HA0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0482.See file dsdata.txt to determine how the superseded data were derived.
 HA0482
 HA0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG405955(NAD 83)
 HA0482_MARKER: DB = BENCH MARK DISK
 HA0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0482_SP_SET: CULVERT
 HA0482_STAMPING: K 338 1953
 HA0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0482
 HA0482  HISTORY     - Date     Condition        Report By
 HA0482  HISTORY     - 1953     MONUMENTED       CGS
 HA0482
 HA0482                          STATION DESCRIPTION
 HA0482
 HA0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0482'1.6 MI E FROM ADDISON.
 HA0482'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 HA0482'AND NAVAGATION DAM NO. 45 AT ADDISON, ABOUT 1.2 MILES SOUTH AND
 HA0482'WEST ALONG HIGHWAY 64 FROM ITS CROSSING WITH THE LOUISVILLE AND
 HA0482'NASHVILLE RAILROAD AT STEPHENSPORT, ABOUT 0.7 MILE NORTHWEST OF
 HA0482'JUNCTION OF A ROAD SOUTH, 85 YARDS SOUTHEAST OF JUNCTION OF A
 HA0482'SMALL ROAD LEADING SOUTH, ABOUT 0.15 MILE SOUTHEAST OF THE TOP OF
 HA0482'A GRADE, SET VERTICALLY IN THE 7-FOOT HIGH SMOOTH NORTHEAST
 HA0482'FACE OF A ROCK CLIFF, 30 FEET NORTHWEST OF SOUTHEAST END OF
 HA0482'CLIFF, 21 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 63 FEET
 HA0482'SOUTHEAST OF SOUTHWEST END OF AN 18-INCH PIPE CULVERT WITH RIGHT
 HA0482'ANGLE SHAPED CONCRETE HEAD WALL AND ABOUT 2 FEET ABOVE LEVEL OF
 HA0482'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0313 ***********************************************************************
 JA0313  DESIGNATION -  K 339
 JA0313  PID         -  JA0313
 JA0313  STATE/COUNTY-  KY/MEADE
 JA0313  USGS QUAD   -  NEW AMSTERDAM (1978)
 JA0313
 JA0313                         *CURRENT SURVEY CONTROL
 JA0313  ___________________________________________________________________
 JA0313* NAD 83(1986)-  38 07 20.     (N)    086 22 20.     (W)     SCALED    
 JA0313* NAVD 88     -       154.201  (meters)     505.91   (feet)  ADJUSTED  
 JA0313  ___________________________________________________________________
 JA0313  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JA0313  DYNAMIC HT  -         154.091 (meters)     505.55  (feet)  COMP
 JA0313  MODELED GRAV-     979,912.0   (mgal)                       NAVD 88
 JA0313
 JA0313  VERT ORDER  -  FIRST     CLASS II
 JA0313
 JA0313.The horizontal coordinates were scaled from a topographic map and have
 JA0313.an estimated accuracy of +/- 6 seconds.
 JA0313
 JA0313.The orthometric height was determined by differential leveling
 JA0313.and adjusted by the National Geodetic Survey in June 1991..
 JA0313
 JA0313.The geoid height was determined by GEOID03.
 JA0313
 JA0313.The dynamic height is computed by dividing the NAVD 88
 JA0313.geopotential number by the normal gravity value computed on the
 JA0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0313.degrees latitude (g = 980.6199 gals.).
 JA0313
 JA0313.The modeled gravity was interpolated from observed gravity values.
 JA0313
 JA0313;                    North         East    Units  Estimated Accuracy
 JA0313;SPC KY1Z     - 1,198,720.    1,445,450.      MT  (+/- 180 meters Scaled)
 JA0313
 JA0313                          SUPERSEDED SURVEY CONTROL
 JA0313
 JA0313  NGVD 29 (??/??/92)  154.304  (m)          506.25   (f) ADJ UNCH    1 2
 JA0313
 JA0313.Superseded values are not recommended for survey control.
 JA0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0313.See file dsdata.txt to determine how the superseded data were derived.
 JA0313
 JA0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH550195(NAD 83)
 JA0313_MARKER: DB = BENCH MARK DISK
 JA0313_SETTING: 66 = SET IN ROCK OUTCROP
 JA0313_SP_SET: ROCK CUT
 JA0313_STAMPING: K 339 1953
 JA0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0313+STABILITY: POSITION/ELEVATION WELL
 JA0313
 JA0313  HISTORY     - Date     Condition        Report By
 JA0313  HISTORY     - 1953     MONUMENTED       CGS
 JA0313
 JA0313                          STATION DESCRIPTION
 JA0313
 JA0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0313'1.6 MI NE FROM WOLF CREEK.
 JA0313'1.65 MILES NORTHEAST ALONG A HIGHWAY FROM THE POST OFFICE AT
 JA0313'WOLF CREEK, ON THE WEST-SOUTHWEST SLOPE OF A LONG HILL, ABOUT
 JA0313'30 YARDS WEST OF A 30-INCH PIPE CULVERT, 21 FEET SOUTH-SOUTHEAST
 JA0313'OF CENTER LINE OF HIGHWAY, SET VERTICALLY IN THE NORTH-NORTHWEST
 JA0313'FACE OF A SOLID ROCK IN A ROCK CUT, 2 FEET BELOW TOP OF SOLID
 JA0313'ROCK IN CUT, AND ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0021 ***********************************************************************
 HZ0021  DESIGNATION -  K 34
 HZ0021  PID         -  HZ0021
 HZ0021  STATE/COUNTY-  KY/BRACKEN
 HZ0021  USGS QUAD   -  BROOKSVILLE (1976)
 HZ0021
 HZ0021                         *CURRENT SURVEY CONTROL
 HZ0021  ___________________________________________________________________
 HZ0021* NAD 83(1986)-  38 40 57.     (N)    084 03 55.     (W)     SCALED    
 HZ0021* NAVD 88     -       288.998  (meters)     948.15   (feet)  ADJUSTED  
 HZ0021  ___________________________________________________________________
 HZ0021  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HZ0021  DYNAMIC HT  -         288.803 (meters)     947.51  (feet)  COMP
 HZ0021  MODELED GRAV-     979,949.2   (mgal)                       NAVD 88
 HZ0021
 HZ0021  VERT ORDER  -  SECOND    CLASS 0
 HZ0021
 HZ0021.The horizontal coordinates were scaled from a topographic map and have
 HZ0021.an estimated accuracy of +/- 6 seconds.
 HZ0021
 HZ0021.The orthometric height was determined by differential leveling
 HZ0021.and adjusted by the National Geodetic Survey in June 1991..
 HZ0021
 HZ0021.The geoid height was determined by GEOID03.
 HZ0021
 HZ0021.The dynamic height is computed by dividing the NAVD 88
 HZ0021.geopotential number by the normal gravity value computed on the
 HZ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0021.degrees latitude (g = 980.6199 gals.).
 HZ0021
 HZ0021.The modeled gravity was interpolated from observed gravity values.
 HZ0021
 HZ0021;                    North         East    Units  Estimated Accuracy
 HZ0021;SPC KY1Z     - 1,262,050.    1,646,580.      MT  (+/- 180 meters Scaled)
 HZ0021
 HZ0021                          SUPERSEDED SURVEY CONTROL
 HZ0021
 HZ0021  NGVD 29 (??/??/92)  289.233  (m)          948.93   (f) ADJ UNCH    2 0
 HZ0021
 HZ0021.Superseded values are not recommended for survey control.
 HZ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0021.See file dsdata.txt to determine how the superseded data were derived.
 HZ0021
 HZ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH552856(NAD 83)
 HZ0021_MARKER: DB = BENCH MARK DISK
 HZ0021_SETTING: 0 = UNSPECIFIED SETTING
 HZ0021_STAMPING: K 34 1935 948.925
 HZ0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0021+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 HZ0021
 HZ0021  HISTORY     - Date     Condition        Report By
 HZ0021  HISTORY     - 1935     MONUMENTED       CGS
 HZ0021  HISTORY     - 1955     GOOD             NGS
 HZ0021  HISTORY     - 20030326 GOOD             KYDT
 HZ0021
 HZ0021                          STATION DESCRIPTION
 HZ0021
 HZ0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0021'AT BROOKSVILLE.
 HZ0021'IN THE SOUTHWEST FACE OF THE CITY HALL AT BROOKSVILLE, 28.5
 HZ0021'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAYS
 HZ0021'10 AND 19 A T-INTERSECTION, 1.1 FEET SOUTHEAST OF THE WEST
 HZ0021'CORNER OF BUILDING, AND 5.2 FEET ABOVE THE SIDEWALK, DIRECTLY
 HZ0021'ABOVE THE CORNER STONE.
 HZ0021
 HZ0021                          STATION RECOVERY (2003)
 HZ0021
 HZ0021'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0324 ***********************************************************************
 JA0324  DESIGNATION -  K 340
 JA0324  PID         -  JA0324
 JA0324  STATE/COUNTY-  KY/MEADE
 JA0324  USGS QUAD   -  LEAVENWORTH (1980)
 JA0324
 JA0324                         *CURRENT SURVEY CONTROL
 JA0324  ___________________________________________________________________
 JA0324* NAD 83(1986)-  38 10 04.     (N)    086 19 37.     (W)     SCALED    
 JA0324* NAVD 88     -       150.949  (meters)     495.24   (feet)  ADJUSTED  
 JA0324  ___________________________________________________________________
 JA0324  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JA0324  DYNAMIC HT  -         150.842 (meters)     494.89  (feet)  COMP
 JA0324  MODELED GRAV-     979,916.8   (mgal)                       NAVD 88
 JA0324
 JA0324  VERT ORDER  -  FIRST     CLASS II
 JA0324
 JA0324.The horizontal coordinates were scaled from a topographic map and have
 JA0324.an estimated accuracy of +/- 6 seconds.
 JA0324
 JA0324.The orthometric height was determined by differential leveling
 JA0324.and adjusted by the National Geodetic Survey in June 1991..
 JA0324
 JA0324.The geoid height was determined by GEOID03.
 JA0324
 JA0324.The dynamic height is computed by dividing the NAVD 88
 JA0324.geopotential number by the normal gravity value computed on the
 JA0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0324.degrees latitude (g = 980.6199 gals.).
 JA0324
 JA0324.The modeled gravity was interpolated from observed gravity values.
 JA0324
 JA0324;                    North         East    Units  Estimated Accuracy
 JA0324;SPC KY1Z     - 1,203,750.    1,449,450.      MT  (+/- 180 meters Scaled)
 JA0324
 JA0324                          SUPERSEDED SURVEY CONTROL
 JA0324
 JA0324  NGVD 29 (??/??/92)  151.057  (m)          495.59   (f) ADJ UNCH    1 2
 JA0324
 JA0324.Superseded values are not recommended for survey control.
 JA0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0324.See file dsdata.txt to determine how the superseded data were derived.
 JA0324
 JA0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH589246(NAD 83)
 JA0324_MARKER: DB = BENCH MARK DISK
 JA0324_SETTING: 80 = SET IN A BOULDER
 JA0324_SP_SET: BOULDER
 JA0324_STAMPING: K 340 1953
 JA0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0324+STABILITY: SURFACE MOTION
 JA0324
 JA0324  HISTORY     - Date     Condition        Report By
 JA0324  HISTORY     - 1953     MONUMENTED       CGS
 JA0324
 JA0324                          STATION DESCRIPTION
 JA0324
 JA0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0324'9.1 MI N FROM BATTLETOWN.
 JA0324'4.8 MILES NORTH ALONG STATE HIGHWAY 228 FROM THE SCHOOL AT
 JA0324'BATTLETOWN, THENCE ABOUT 3.8 MILES NORTHEAST AND NORTHWEST ALONG
 JA0324'A GRAVEL ROAD LEADING VIA BLUE RIVER ISLAND BAPTIST CHURCH, THENCE
 JA0324'ABOUT 0.5 MILE NORTHWEST ALONG A TRAIL, ABOUT 1.1 MILES SOUTHEAST
 JA0324'AND UPSTREAM ALONG LEFT BANK OF OHIO RIVER FROM NAVAGATION DAM
 JA0324'NO. 44, ABOUT 0.15 MILE SOUTHEAST ALONG TRAIL FROM ABANDONED
 JA0324'HOUSE AND BARNS, ABOUT 220 YARDS NORTHWEST OF JUNCTION OF A TRAIL
 JA0324'LEADING NORTHEAST AND DOWNHILL TO FARM HOUSE AND FARM BUILDINGS,
 JA0324'ABOUT 30 YARDS SOUTH-SOUTHEAST OF THE TOP OF A GRADE IN TRAIL,
 JA0324'ABOUT 70 FEET WEST OF CROSSING OF TRAIL AND A DRAIN, SET
 JA0324'VERTICALLY ABOUT 1 FOOT ABOVE GROUND IN THE 2-FOOT-HIGH AND
 JA0324'3-FOOT-WIDE EAST FACE OF A MOSTLY-BURIED 7-FOOT-LONG BOULDER, 42
 JA0324'FEET SOUTHWEST OF CENTER OF TRAIL AND ABOUT 8 FEET ABOVE LEVEL
 JA0324'OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2279 ***********************************************************************
 GZ2279  DESIGNATION -  K 341
 GZ2279  PID         -  GZ2279
 GZ2279  STATE/COUNTY-  KY/MEADE
 GZ2279  USGS QUAD   -  FORT KNOX (1991)
 GZ2279
 GZ2279                         *CURRENT SURVEY CONTROL
 GZ2279  ___________________________________________________________________
 GZ2279* NAD 83(1986)-  37 59 16.     (N)    085 59 52.     (W)     SCALED    
 GZ2279* NAVD 88     -       134.374  (meters)     440.86   (feet)  ADJUSTED  
 GZ2279  ___________________________________________________________________
 GZ2279  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GZ2279  DYNAMIC HT  -         134.278 (meters)     440.54  (feet)  COMP
 GZ2279  MODELED GRAV-     979,916.7   (mgal)                       NAVD 88
 GZ2279
 GZ2279  VERT ORDER  -  FIRST     CLASS II
 GZ2279
 GZ2279.The horizontal coordinates were scaled from a topographic map and have
 GZ2279.an estimated accuracy of +/- 6 seconds.
 GZ2279
 GZ2279.The orthometric height was determined by differential leveling
 GZ2279.and adjusted by the National Geodetic Survey in June 1991..
 GZ2279
 GZ2279.The geoid height was determined by GEOID03.
 GZ2279
 GZ2279.The dynamic height is computed by dividing the NAVD 88
 GZ2279.geopotential number by the normal gravity value computed on the
 GZ2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2279.degrees latitude (g = 980.6199 gals.).
 GZ2279
 GZ2279.The modeled gravity was interpolated from observed gravity values.
 GZ2279
 GZ2279;                    North         East    Units  Estimated Accuracy
 GZ2279;SPC KY1Z     - 1,183,640.    1,478,240.      MT  (+/- 180 meters Scaled)
 GZ2279
 GZ2279                          SUPERSEDED SURVEY CONTROL
 GZ2279
 GZ2279  NGVD 29 (??/??/92)  134.498  (m)          441.27   (f) ADJ UNCH    1 2
 GZ2279
 GZ2279.Superseded values are not recommended for survey control.
 GZ2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2279.See file dsdata.txt to determine how the superseded data were derived.
 GZ2279
 GZ2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH880049(NAD 83)
 GZ2279_MARKER: DB = BENCH MARK DISK
 GZ2279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2279_SP_SET: ABUTMENT
 GZ2279_STAMPING: K 341 1953
 GZ2279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2279
 GZ2279  HISTORY     - Date     Condition        Report By
 GZ2279  HISTORY     - 1953     MONUMENTED       CGS
 GZ2279
 GZ2279                          STATION DESCRIPTION
 GZ2279
 GZ2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2279'2.7 MI W FROM WEST POINT.
 GZ2279'2.7 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GZ2279'THE JUNCTION OF THE ILLINOIS CENTRAL RAILROAD AT WEST POINT, IN
 GZ2279'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF BRIDGE
 GZ2279'OVER TIOGA CREEK, 9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 GZ2279'1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2311 ***********************************************************************
 GZ2311  DESIGNATION -  K 342
 GZ2311  PID         -  GZ2311
 GZ2311  STATE/COUNTY-  KY/HARDIN
 GZ2311  USGS QUAD   -  CECILIA (1992)
 GZ2311
 GZ2311                         *CURRENT SURVEY CONTROL
 GZ2311  ___________________________________________________________________
 GZ2311* NAD 83(1986)-  37 40 23.     (N)    085 57 17.     (W)     SCALED    
 GZ2311* NAVD 88     -       216.484  (meters)     710.25   (feet)  ADJUSTED  
 GZ2311  ___________________________________________________________________
 GZ2311  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 GZ2311  DYNAMIC HT  -         216.321 (meters)     709.71  (feet)  COMP
 GZ2311  MODELED GRAV-     979,872.0   (mgal)                       NAVD 88
 GZ2311
 GZ2311  VERT ORDER  -  FIRST     CLASS II
 GZ2311
 GZ2311.The horizontal coordinates were scaled from a topographic map and have
 GZ2311.an estimated accuracy of +/- 6 seconds.
 GZ2311
 GZ2311.The orthometric height was determined by differential leveling
 GZ2311.and adjusted by the National Geodetic Survey in June 1991..
 GZ2311
 GZ2311.The geoid height was determined by GEOID03.
 GZ2311
 GZ2311.The dynamic height is computed by dividing the NAVD 88
 GZ2311.geopotential number by the normal gravity value computed on the
 GZ2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2311.degrees latitude (g = 980.6199 gals.).
 GZ2311
 GZ2311.The modeled gravity was interpolated from observed gravity values.
 GZ2311
 GZ2311;                    North         East    Units  Estimated Accuracy
 GZ2311;SPC KY1Z     - 1,148,710.    1,481,940.      MT  (+/- 180 meters Scaled)
 GZ2311
 GZ2311                          SUPERSEDED SURVEY CONTROL
 GZ2311
 GZ2311  NGVD 29 (??/??/92)  216.601  (m)          710.63   (f) ADJ UNCH    1 2
 GZ2311
 GZ2311.Superseded values are not recommended for survey control.
 GZ2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2311.See file dsdata.txt to determine how the superseded data were derived.
 GZ2311
 GZ2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG921700(NAD 83)
 GZ2311_MARKER: DB = BENCH MARK DISK
 GZ2311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2311_SP_SET: ABUTMENT
 GZ2311_STAMPING: K 342 1953
 GZ2311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2311
 GZ2311  HISTORY     - Date     Condition        Report By
 GZ2311  HISTORY     - 1953     MONUMENTED       CGS
 GZ2311  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GZ2311
 GZ2311                          STATION DESCRIPTION
 GZ2311
 GZ2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2311'0.5 MI N FROM CECILIA.
 GZ2311'0.5 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 GZ2311'AT CECILIA, ABOUT 100 YARDS NORTH OF A ROAD CROSSING, IN THE TOP
 GZ2311'OF THE FIRST STEP DOWN FROM THE TOP OF THE EAST END OF THE SOUTH
 GZ2311'ABUTMENT OF A 10-FOOT RAILROAD BRIDGE NUMBER J 46-5, 26 FEET EAST
 GZ2311'OF THE EAST RAIL OF THE MAIN TRACK, AND 3 FEET BELOW THE LEVEL OF
 GZ2311'THE TRACK.
 GZ2311
 GZ2311                          STATION RECOVERY (1988)
 GZ2311
 GZ2311'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 GZ2311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1935 ***********************************************************************
 GZ1935  DESIGNATION -  K 343
 GZ1935  PID         -  GZ1935
 GZ1935  STATE/COUNTY-  KY/HART
 GZ1935  USGS QUAD   -  HORSE CAVE (1966)
 GZ1935
 GZ1935                         *CURRENT SURVEY CONTROL
 GZ1935  ___________________________________________________________________
 GZ1935* NAD 83(1986)-  37 10 49.     (N)    085 54 26.     (W)     SCALED    
 GZ1935* NAVD 88     -       192.617  (meters)     631.94   (feet)  ADJUSTED  
 GZ1935  ___________________________________________________________________
 GZ1935  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GZ1935  DYNAMIC HT  -         192.466 (meters)     631.45  (feet)  COMP
 GZ1935  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 GZ1935
 GZ1935  VERT ORDER  -  FIRST     CLASS II
 GZ1935
 GZ1935.The horizontal coordinates were scaled from a topographic map and have
 GZ1935.an estimated accuracy of +/- 6 seconds.
 GZ1935
 GZ1935.The orthometric height was determined by differential leveling
 GZ1935.and adjusted by the National Geodetic Survey in June 1991..
 GZ1935
 GZ1935.The geoid height was determined by GEOID03.
 GZ1935
 GZ1935.The dynamic height is computed by dividing the NAVD 88
 GZ1935.geopotential number by the normal gravity value computed on the
 GZ1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1935.degrees latitude (g = 980.6199 gals.).
 GZ1935
 GZ1935.The modeled gravity was interpolated from observed gravity values.
 GZ1935
 GZ1935;                    North         East    Units  Estimated Accuracy
 GZ1935;SPC KY1Z     - 1,094,010.    1,486,040.      MT  (+/- 180 meters Scaled)
 GZ1935
 GZ1935                          SUPERSEDED SURVEY CONTROL
 GZ1935
 GZ1935  NGVD 29 (??/??/92)  192.735  (m)          632.33   (f) ADJ UNCH    1 2
 GZ1935
 GZ1935.Superseded values are not recommended for survey control.
 GZ1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1935.See file dsdata.txt to determine how the superseded data were derived.
 GZ1935
 GZ1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG970154(NAD 83)
 GZ1935_MARKER: DB = BENCH MARK DISK
 GZ1935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1935_SP_SET: FOUNDATION
 GZ1935_STAMPING: K 343 1953
 GZ1935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1935
 GZ1935  HISTORY     - Date     Condition        Report By
 GZ1935  HISTORY     - 1953     MONUMENTED       CGS
 GZ1935
 GZ1935                          STATION DESCRIPTION
 GZ1935
 GZ1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ1935'AT HORSE CAVE.
 GZ1935'AT HORSE CAVE, ABOUT 60 YARDS SOUTHWEST OF THE LOUISVILLE AND
 GZ1935'NASHVILLE RAILROAD STATION, SET VERTICALLY IN THE SOUTHEAST
 GZ1935'FACE OF CONCRETE FOUNDATION OF ANNEX OF OWENS HOTEL, 1.2 FEET
 GZ1935'NORTHEAST OF SOUTH CORNER OF BUILDING, 46 FEET NORTHWEST OF
 GZ1935'NORTHWEST RAIL OF MAIN TRACK AND ABOUT 3/4-FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1870 ***********************************************************************
 GZ1870  DESIGNATION -  K 344
 GZ1870  PID         -  GZ1870
 GZ1870  STATE/COUNTY-  KY/ADAIR
 GZ1870  USGS QUAD   -  EAST FORK (1973)
 GZ1870
 GZ1870                         *CURRENT SURVEY CONTROL
 GZ1870  ___________________________________________________________________
 GZ1870* NAD 83(1986)-  37 00 28.     (N)    085 30 12.     (W)     SCALED    
 GZ1870* NAVD 88     -       218.610  (meters)     717.22   (feet)  ADJUSTED  
 GZ1870  ___________________________________________________________________
 GZ1870  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GZ1870  DYNAMIC HT  -         218.435 (meters)     716.65  (feet)  COMP
 GZ1870  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 GZ1870
 GZ1870  VERT ORDER  -  FIRST     CLASS I
 GZ1870
 GZ1870.The horizontal coordinates were scaled from a topographic map and have
 GZ1870.an estimated accuracy of +/- 6 seconds.
 GZ1870
 GZ1870.The orthometric height was determined by differential leveling
 GZ1870.and adjusted by the National Geodetic Survey in June 1991..
 GZ1870
 GZ1870.The geoid height was determined by GEOID03.
 GZ1870
 GZ1870.The dynamic height is computed by dividing the NAVD 88
 GZ1870.geopotential number by the normal gravity value computed on the
 GZ1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1870.degrees latitude (g = 980.6199 gals.).
 GZ1870
 GZ1870.The modeled gravity was interpolated from observed gravity values.
 GZ1870
 GZ1870;                    North         East    Units  Estimated Accuracy
 GZ1870;SPC KY1Z     - 1,074,880.    1,521,950.      MT  (+/- 180 meters Scaled)
 GZ1870
 GZ1870                          SUPERSEDED SURVEY CONTROL
 GZ1870
 GZ1870  NGVD 29 (??/??/92)  218.765  (m)          717.73   (f) ADJ UNCH    1 1
 GZ1870
 GZ1870.Superseded values are not recommended for survey control.
 GZ1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1870.See file dsdata.txt to determine how the superseded data were derived.
 GZ1870
 GZ1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF331967(NAD 83)
 GZ1870_MARKER: DB = BENCH MARK DISK
 GZ1870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1870_SP_SET: CULVERT
 GZ1870_STAMPING: K 344 1953 717.731
 GZ1870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1870+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 GZ1870
 GZ1870  HISTORY     - Date     Condition        Report By
 GZ1870  HISTORY     - 1953     MONUMENTED       CGS
 GZ1870  HISTORY     - 1968     GOOD             NGS
 GZ1870  HISTORY     - 20010412 GOOD             KYDT
 GZ1870
 GZ1870                          STATION DESCRIPTION
 GZ1870
 GZ1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1870'8.4 MI NE FROM EDMONTON.
 GZ1870'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GZ1870'FROM THE METCALFE COUNTY COURTHOUSE AT EDMONTON, THENCE 7.9 MILES
 GZ1870'NORTHEAST ALONG STATE HIGHWAY 80, 50 YARDS NORTHEAST OF THE
 GZ1870'METCALFE-ADAIR COUNTY LINE, SET IN THE TOP OF THE SOUTHWEST END
 GZ1870'OF THE SOUTHEAST CONCRETE HEADWALL OF A BOX CULVERT UNDER THE
 GZ1870'HIGHWAY, 20 FEET SOUTHEAST OF THE CENTERLINE AND ABOUT LEVEL WITH
 GZ1870'THE HIGHWAY.
 GZ1870
 GZ1870                          STATION RECOVERY (2001)
 GZ1870
 GZ1870'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ1870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0150 ***********************************************************************
 HA0150  DESIGNATION -  K 345
 HA0150  PID         -  HA0150
 HA0150  STATE/COUNTY-  KY/WARREN
 HA0150  USGS QUAD   -  SMITHS GROVE (1994)
 HA0150
 HA0150                         *CURRENT SURVEY CONTROL
 HA0150  ___________________________________________________________________
 HA0150* NAD 83(1986)-  37 03 02.     (N)    086 12 44.     (W)     SCALED    
 HA0150* NAVD 88     -       192.467  (meters)     631.45   (feet)  ADJUSTED  
 HA0150  ___________________________________________________________________
 HA0150  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HA0150  DYNAMIC HT  -         192.318 (meters)     630.96  (feet)  COMP
 HA0150  MODELED GRAV-     979,851.6   (mgal)                       NAVD 88
 HA0150
 HA0150  VERT ORDER  -  FIRST     CLASS I
 HA0150
 HA0150.The horizontal coordinates were scaled from a topographic map and have
 HA0150.an estimated accuracy of +/- 6 seconds.
 HA0150
 HA0150.The orthometric height was determined by differential leveling
 HA0150.and adjusted by the National Geodetic Survey in June 1991..
 HA0150
 HA0150.The geoid height was determined by GEOID03.
 HA0150
 HA0150.The dynamic height is computed by dividing the NAVD 88
 HA0150.geopotential number by the normal gravity value computed on the
 HA0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0150.degrees latitude (g = 980.6199 gals.).
 HA0150
 HA0150.The modeled gravity was interpolated from observed gravity values.
 HA0150
 HA0150;                    North         East    Units  Estimated Accuracy
 HA0150;SPC KY1Z     - 1,079,700.    1,458,880.      MT  (+/- 180 meters Scaled)
 HA0150
 HA0150                          SUPERSEDED SURVEY CONTROL
 HA0150
 HA0150  NGVD 29 (??/??/92)  192.581  (m)          631.83   (f) ADJ UNCH    1 1
 HA0150
 HA0150.Superseded values are not recommended for survey control.
 HA0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0150.See file dsdata.txt to determine how the superseded data were derived.
 HA0150
 HA0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG700007(NAD 83)
 HA0150_MARKER: DB = BENCH MARK DISK
 HA0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0150_STAMPING: K 345 1953
 HA0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0150+STABILITY: SURFACE MOTION
 HA0150
 HA0150  HISTORY     - Date     Condition        Report By
 HA0150  HISTORY     - 1953     MONUMENTED       CGS
 HA0150  HISTORY     - 1968     GOOD             NGS
 HA0150
 HA0150                          STATION DESCRIPTION
 HA0150
 HA0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0150'0.2 MI W FROM SMITHS GROVE.
 HA0150'ABOUT 0.25 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0150'FROM THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 101 AT SMITHS
 HA0150'GROVE, OR ABOUT 2.15 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE
 HA0150'RAILROAD FROM THE POST OFFICE AT OAKLAND, 238 YARDS WEST OF
 HA0150'MILEPOST 100, 44 1/2 FEET SOUTH OF THE SOUTH RAIL, 52 FEET
 HA0150'EAST OF THE 5TH TELEPHONE POLE WEST OF A CROSSING OF THE RAILROAD
 HA0150'AND A GRAVELED ROAD, 3.8 FEET NORTHWEST OF A 4- BY 4-INCH CONCRETE
 HA0150'BOUNDARY MARKER POST WHICH PROJECTS 1 FOOT, 1 FOOT NORTH OF A
 HA0150'FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 4 FEET
 HA0150'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 HA0150'POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0038 ***********************************************************************
 GC0038  DESIGNATION -  K 346
 GC0038  PID         -  GC0038
 GC0038  STATE/COUNTY-  KY/WARREN
 GC0038  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0038
 GC0038                         *CURRENT SURVEY CONTROL
 GC0038  ___________________________________________________________________
 GC0038* NAD 83(1986)-  36 56 31.     (N)    086 29 22.     (W)     SCALED    
 GC0038* NAVD 88     -       169.064  (meters)     554.67   (feet)  ADJUSTED  
 GC0038  ___________________________________________________________________
 GC0038  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GC0038  DYNAMIC HT  -         168.932 (meters)     554.24  (feet)  COMP
 GC0038  MODELED GRAV-     979,845.1   (mgal)                       NAVD 88
 GC0038
 GC0038  VERT ORDER  -  FIRST     CLASS I
 GC0038
 GC0038.The horizontal coordinates were scaled from a topographic map and have
 GC0038.an estimated accuracy of +/- 6 seconds.
 GC0038
 GC0038.The orthometric height was determined by differential leveling
 GC0038.and adjusted by the National Geodetic Survey in June 1991..
 GC0038
 GC0038.The geoid height was determined by GEOID03.
 GC0038
 GC0038.The dynamic height is computed by dividing the NAVD 88
 GC0038.geopotential number by the normal gravity value computed on the
 GC0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0038.degrees latitude (g = 980.6199 gals.).
 GC0038
 GC0038.The modeled gravity was interpolated from observed gravity values.
 GC0038
 GC0038;                    North         East    Units  Estimated Accuracy
 GC0038;SPC KY1Z     - 1,067,810.    1,434,130.      MT  (+/- 180 meters Scaled)
 GC0038
 GC0038                          SUPERSEDED SURVEY CONTROL
 GC0038
 GC0038  NGVD 29 (??/??/92)  169.200  (m)          555.12   (f) ADJ UNCH    1 1
 GC0038
 GC0038.Superseded values are not recommended for survey control.
 GC0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0038.See file dsdata.txt to determine how the superseded data were derived.
 GC0038
 GC0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF454885(NAD 83)
 GC0038_MARKER: DB = BENCH MARK DISK
 GC0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0038_STAMPING: K 346 1954
 GC0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0038+STABILITY: SURFACE MOTION
 GC0038
 GC0038  HISTORY     - Date     Condition        Report By
 GC0038  HISTORY     - 1954     MONUMENTED       CGS
 GC0038  HISTORY     - 1968     GOOD             NGS
 GC0038
 GC0038                          STATION DESCRIPTION
 GC0038
 GC0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0038'5.2 MI SW FROM BOWLING GREEN.
 GC0038'ABOUT 5.2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0038'FROM THE STATION AT BOWLING GREEN, OR ABOUT 4.8 MILES NORTHEAST
 GC0038'ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE POST OFFICE
 GC0038'AT ROCKFIELD, 0.2 MILE SOUTHWEST OF MILEPOST 118, 0.2 MILE
 GC0038'SOUTHWEST OF MEMPHIS JUNCTION, 31 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 GC0038'RAIL OF THE TRACK, 35 FEET SOUTHEAST OF THE CENTER OF THE MORE
 GC0038'NORTHERLY OF TWO RAILROAD CROSSINGS AND A PAVED ROAD, 25 FEET SOUTH
 GC0038'OF THE CENTERLINE OF THE ROAD, 1.0 FOOT NORTH OF A METAL WITNESS
 GC0038'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 GC0038'OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF
 GC0038'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0938 ***********************************************************************
 GC0938  DESIGNATION -  K 347
 GC0938  PID         -  GC0938
 GC0938  STATE/COUNTY-  KY/LOGAN
 GC0938  USGS QUAD   -  DENNIS (1983)
 GC0938
 GC0938                         *CURRENT SURVEY CONTROL
 GC0938  ___________________________________________________________________
 GC0938* NAD 83(1986)-  36 50 31.     (N)    086 47 36.     (W)     SCALED    
 GC0938* NAVD 88     -       193.504  (meters)     634.85   (feet)  ADJUSTED  
 GC0938  ___________________________________________________________________
 GC0938  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC0938  DYNAMIC HT  -         193.350 (meters)     634.35  (feet)  COMP
 GC0938  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 GC0938
 GC0938  VERT ORDER  -  FIRST     CLASS I
 GC0938
 GC0938.The horizontal coordinates were scaled from a topographic map and have
 GC0938.an estimated accuracy of +/- 6 seconds.
 GC0938
 GC0938.The orthometric height was determined by differential leveling
 GC0938.and adjusted by the National Geodetic Survey in June 1991..
 GC0938
 GC0938.The geoid height was determined by GEOID03.
 GC0938
 GC0938.The dynamic height is computed by dividing the NAVD 88
 GC0938.geopotential number by the normal gravity value computed on the
 GC0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0938.degrees latitude (g = 980.6199 gals.).
 GC0938
 GC0938.The modeled gravity was interpolated from observed gravity values.
 GC0938
 GC0938;                    North         East    Units  Estimated Accuracy
 GC0938;SPC KY1Z     - 1,056,970.    1,406,940.      MT  (+/- 180 meters Scaled)
 GC0938
 GC0938                          SUPERSEDED SURVEY CONTROL
 GC0938
 GC0938  NGVD 29 (??/??/92)  193.614  (m)          635.22   (f) ADJ UNCH    1 1
 GC0938
 GC0938.Superseded values are not recommended for survey control.
 GC0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0938.See file dsdata.txt to determine how the superseded data were derived.
 GC0938
 GC0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF184773(NAD 83)
 GC0938_MARKER: DB = BENCH MARK DISK
 GC0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0938_STAMPING: K 347 1954
 GC0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0938+STABILITY: SURFACE MOTION
 GC0938
 GC0938  HISTORY     - Date     Condition        Report By
 GC0938  HISTORY     - 1954     MONUMENTED       CGS
 GC0938  HISTORY     - 1968     GOOD             NGS
 GC0938
 GC0938                          STATION DESCRIPTION
 GC0938
 GC0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0938'4.6 MI SW FROM AUBURN.
 GC0938'ABOUT 4.65 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0938'RAILROAD FROM THE AUBURN HIGH SCHOOL AT AUBURN, 0.4 MILE
 GC0938'NORTHEAST OF MILEPOST 137, 0.15 MILE SOUTHWEST OF A CROSSING
 GC0938'OF THE RAILROAD AND A PAVED ROAD, 33 FEET SOUTHEAST OF THE
 GC0938'SOUTHEAST RAIL OF THE MAIN TRACK, 23 FEET SOUTHEAST OF THE
 GC0938'SOUTHEAST RAIL OF A SIDE TRACK, 130 FEET EAST OF A SWITCH
 GC0938'STAND WHICH IS LOCATED AT THE SOUTHWEST END OF THE SIDING, 12
 GC0938'FEET EAST OF A TELEPHONE POLE, 2 1/2 FEET EAST OF A CORNER
 GC0938'FENCE POST, 1.4 FEET SOUTHEAST OF AN 8- X 8-INCH STONE POST
 GC0938'WITH THE LETTERS L AND N INSCRIBED IN THE TOP, 1.0 FOOT NORTHWEST
 GC0938'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 GC0938'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GC0938'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1444 ***********************************************************************
 HZ1444  DESIGNATION -  K 349
 HZ1444  PID         -  HZ1444
 HZ1444  STATE/COUNTY-  KY/JEFFERSON
 HZ1444  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1444
 HZ1444                         *CURRENT SURVEY CONTROL
 HZ1444  ___________________________________________________________________
 HZ1444* NAD 83(1986)-  38 14 52.     (N)    085 35 29.     (W)     SCALED    
 HZ1444* NAVD 88     -       183.405  (meters)     601.72   (feet)  ADJUSTED  
 HZ1444  ___________________________________________________________________
 HZ1444  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1444  DYNAMIC HT  -         183.281 (meters)     601.31  (feet)  COMP
 HZ1444  MODELED GRAV-     979,947.9   (mgal)                       NAVD 88
 HZ1444
 HZ1444  VERT ORDER  -  FIRST     CLASS II
 HZ1444
 HZ1444.The horizontal coordinates were scaled from a topographic map and have
 HZ1444.an estimated accuracy of +/- 6 seconds.
 HZ1444
 HZ1444.The orthometric height was determined by differential leveling
 HZ1444.and adjusted by the National Geodetic Survey in June 1991..
 HZ1444
 HZ1444.The geoid height was determined by GEOID03.
 HZ1444
 HZ1444.The dynamic height is computed by dividing the NAVD 88
 HZ1444.geopotential number by the normal gravity value computed on the
 HZ1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1444.degrees latitude (g = 980.6199 gals.).
 HZ1444
 HZ1444.The modeled gravity was interpolated from observed gravity values.
 HZ1444
 HZ1444;                    North         East    Units  Estimated Accuracy
 HZ1444;SPC KY1Z     - 1,212,480.    1,513,880.      MT  (+/- 180 meters Scaled)
 HZ1444
 HZ1444                          SUPERSEDED SURVEY CONTROL
 HZ1444
 HZ1444  NGVD 29 (??/??/92)  183.557  (m)          602.22   (f) ADJ UNCH    1 2
 HZ1444
 HZ1444.Superseded values are not recommended for survey control.
 HZ1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1444.See file dsdata.txt to determine how the superseded data were derived.
 HZ1444
 HZ1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH232342(NAD 83)
 HZ1444_MARKER: DB = BENCH MARK DISK
 HZ1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1444_STAMPING: K 349 1954
 HZ1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1444+STABILITY: SURFACE MOTION
 HZ1444
 HZ1444  HISTORY     - Date     Condition        Report By
 HZ1444  HISTORY     - 1954     MONUMENTED       CGS
 HZ1444  HISTORY     - 1967     GOOD             NGS
 HZ1444  HISTORY     - 1981     GOOD             KYDT
 HZ1444
 HZ1444                          STATION DESCRIPTION
 HZ1444
 HZ1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1444'3.6 MI E FROM ST MATTHEWS.
 HZ1444'ABOUT 3.55 MILES EAST ALONG U.S. HIGHWAY 60 AND 460 FROM THE
 HZ1444'FIRST NATIONAL BANK AT ST. MATTHEWS, ABOUT 2.7 MILES WEST OF
 HZ1444'BANK OF MIDDLETOWN AT MIDDLETOWN, JEFFERSON COUNTY, AT THE JUNCTION
 HZ1444'OF BELLEMEADE ROAD LEADING NORTH, 60 FEET NORTH OF CENTER LINE
 HZ1444'OF WEST BOUND TRAFFIC LANE OF HIGHWAY, 18 FEET EAST OF CENTER LINE
 HZ1444'OF BELLEMEADE ROAD, 65 FEET NORTHEAST OF CENTER OF JUNCTION OF
 HZ1444'WEST BOUND TRAFFIC LANE OF HIGHWAY AND BELLEMEADE ROAD, 1 1/2
 HZ1444'FEET SOUTH OF THE WEST END OF A STONE FENCE FLANKING ENTRANCE TO
 HZ1444'BELLEMEADE ROAD, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 HZ1444'POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HZ1444'POST PROJECTING 1 INCH.
 HZ1444
 HZ1444                          STATION RECOVERY (1967)
 HZ1444
 HZ1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HZ1444'RECOVERED IN GOOD CONDITION.
 HZ1444
 HZ1444                          STATION RECOVERY (1981)
 HZ1444
 HZ1444'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1153 ***********************************************************************
 HZ1153  DESIGNATION -  K 350
 HZ1153  PID         -  HZ1153
 HZ1153  STATE/COUNTY-  KY/SHELBY
 HZ1153  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1153
 HZ1153                         *CURRENT SURVEY CONTROL
 HZ1153  ___________________________________________________________________
 HZ1153* NAD 83(1986)-  38 12 43.     (N)    085 13 39.     (W)     SCALED    
 HZ1153* NAVD 88     -       240.995  (meters)     790.66   (feet)  ADJUSTED  
 HZ1153  ___________________________________________________________________
 HZ1153  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ1153  DYNAMIC HT  -         240.825 (meters)     790.11  (feet)  COMP
 HZ1153  MODELED GRAV-     979,919.7   (mgal)                       NAVD 88
 HZ1153
 HZ1153  VERT ORDER  -  FIRST     CLASS II
 HZ1153
 HZ1153.The horizontal coordinates were scaled from a topographic map and have
 HZ1153.an estimated accuracy of +/- 6 seconds.
 HZ1153
 HZ1153.The orthometric height was determined by differential leveling
 HZ1153.and adjusted by the National Geodetic Survey in June 1991..
 HZ1153
 HZ1153.The geoid height was determined by GEOID03.
 HZ1153
 HZ1153.The dynamic height is computed by dividing the NAVD 88
 HZ1153.geopotential number by the normal gravity value computed on the
 HZ1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1153.degrees latitude (g = 980.6199 gals.).
 HZ1153
 HZ1153.The modeled gravity was interpolated from observed gravity values.
 HZ1153
 HZ1153;                    North         East    Units  Estimated Accuracy
 HZ1153;SPC KY1Z     - 1,208,620.    1,545,760.      MT  (+/- 180 meters Scaled)
 HZ1153
 HZ1153                          SUPERSEDED SURVEY CONTROL
 HZ1153
 HZ1153  NGVD 29 (??/??/92)  241.143  (m)          791.15   (f) ADJ UNCH    1 2
 HZ1153
 HZ1153.Superseded values are not recommended for survey control.
 HZ1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1153.See file dsdata.txt to determine how the superseded data were derived.
 HZ1153
 HZ1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH551308(NAD 83)
 HZ1153_MARKER: DB = BENCH MARK DISK
 HZ1153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1153_SP_SET: BUILDING
 HZ1153_STAMPING: K 350 1954
 HZ1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1153
 HZ1153  HISTORY     - Date     Condition        Report By
 HZ1153  HISTORY     - 1954     MONUMENTED       CGS
 HZ1153
 HZ1153                          STATION DESCRIPTION
 HZ1153
 HZ1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1153'AT SHELBYVILLE.
 HZ1153'AT SHELBYVILLE, ABOUT 0.65 MILE WEST ALONG U.S. HIGHWAY 60 AND
 HZ1153'460 FROM THE COURT HOUSE, ON THE NORTH SIDE OF MAIN STREET (HIGHWAY
 HZ1153'60 AND 460) AND JUST EAST OF ALTON ROAD LEADING NORTH, SET
 HZ1153'VERTICALLY IN THE SOUTH FACE OF SOUTHEAST CORNER OF THE NEW
 HZ1153'ADDITION OF THE HIGH SCHOOL BUILDING, 1 FOOT WEST OF CORNER AND
 HZ1153'ABOUT 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1072 ***********************************************************************
 HZ1072  DESIGNATION -  K 351
 HZ1072  PID         -  HZ1072
 HZ1072  STATE/COUNTY-  KY/OLDHAM
 HZ1072  USGS QUAD   -  LA GRANGE (1993)
 HZ1072
 HZ1072                         *CURRENT SURVEY CONTROL
 HZ1072  ___________________________________________________________________
 HZ1072* NAD 83(1986)-  38 26 29.     (N)    085 28 00.     (W)     SCALED    
 HZ1072* NAVD 88     -       229.378  (meters)     752.55   (feet)  ADJUSTED  
 HZ1072  ___________________________________________________________________
 HZ1072  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ1072  DYNAMIC HT  -         229.225 (meters)     752.05  (feet)  COMP
 HZ1072  MODELED GRAV-     979,956.2   (mgal)                       NAVD 88
 HZ1072
 HZ1072  VERT ORDER  -  FIRST     CLASS II
 HZ1072
 HZ1072.The horizontal coordinates were scaled from a topographic map and have
 HZ1072.an estimated accuracy of +/- 6 seconds.
 HZ1072
 HZ1072.The orthometric height was determined by differential leveling
 HZ1072.and adjusted by the National Geodetic Survey in June 1991..
 HZ1072
 HZ1072.The geoid height was determined by GEOID03.
 HZ1072
 HZ1072.The dynamic height is computed by dividing the NAVD 88
 HZ1072.geopotential number by the normal gravity value computed on the
 HZ1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1072.degrees latitude (g = 980.6199 gals.).
 HZ1072
 HZ1072.The modeled gravity was interpolated from observed gravity values.
 HZ1072
 HZ1072;                    North         East    Units  Estimated Accuracy
 HZ1072;SPC KY1Z     - 1,234,000.    1,524,740.      MT  (+/- 180 meters Scaled)
 HZ1072
 HZ1072                          SUPERSEDED SURVEY CONTROL
 HZ1072
 HZ1072  NGVD 29 (??/??/92)  229.540  (m)          753.08   (f) ADJ UNCH    1 2
 HZ1072
 HZ1072.Superseded values are not recommended for survey control.
 HZ1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1072.See file dsdata.txt to determine how the superseded data were derived.
 HZ1072
 HZ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH338559(NAD 83)
 HZ1072_MARKER: DB = BENCH MARK DISK
 HZ1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1072_STAMPING: K 351 1954
 HZ1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1072+STABILITY: SURFACE MOTION
 HZ1072
 HZ1072  HISTORY     - Date     Condition        Report By
 HZ1072  HISTORY     - 1954     MONUMENTED       CGS
 HZ1072
 HZ1072                          STATION DESCRIPTION
 HZ1072
 HZ1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1072'2.4 MI NE FROM SKYLIGHT.
 HZ1072'ABOUT 2.45 MILES NORTHEAST ALONG U.S. HIGHWAY 42 FROM LIBERTY
 HZ1072'SCHOOL AT SKYLIGHT, 29 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 HZ1072'107 FEET SOUTHWEST AND ACROSS HIGHWAY FROM THE SOUTHWEST CORNER
 HZ1072'OF TRIANGLE INN RESTURANT AND TRUCK STOP, 125 FEET WEST OF
 HZ1072'TELEPHONE POLE NO. 281, 17 FEET WEST OF CENTER LINE OF A GATE
 HZ1072'ACROSS A DRIVE TO A FIELD, 12 FEET SOUTHWEST OF WEST END OF AN
 HZ1072'18-INCH PIPE CULVERT UNDER FIELD ROAD, 1 FOOT NORTH OF A FENCE
 HZ1072'LINE, ABUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP
 HZ1072'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0902 ***********************************************************************
 HZ0902  DESIGNATION -  K 352
 HZ0902  PID         -  HZ0902
 HZ0902  STATE/COUNTY-  KY/TRIMBLE
 HZ0902  USGS QUAD   -  MADISON WEST (1993)
 HZ0902
 HZ0902                         *CURRENT SURVEY CONTROL
 HZ0902  ___________________________________________________________________
 HZ0902* NAD 83(1986)-  38 41 18.     (N)    085 23 37.     (W)     SCALED    
 HZ0902* NAVD 88     -       263.743  (meters)     865.30   (feet)  ADJUSTED  
 HZ0902  ___________________________________________________________________
 HZ0902  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ0902  DYNAMIC HT  -         263.570 (meters)     864.73  (feet)  COMP
 HZ0902  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 HZ0902
 HZ0902  VERT ORDER  -  FIRST     CLASS II
 HZ0902
 HZ0902.The horizontal coordinates were scaled from a topographic map and have
 HZ0902.an estimated accuracy of +/- 6 seconds.
 HZ0902
 HZ0902.The orthometric height was determined by differential leveling
 HZ0902.and adjusted by the National Geodetic Survey in June 1991..
 HZ0902
 HZ0902.The geoid height was determined by GEOID03.
 HZ0902
 HZ0902.The dynamic height is computed by dividing the NAVD 88
 HZ0902.geopotential number by the normal gravity value computed on the
 HZ0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0902.degrees latitude (g = 980.6199 gals.).
 HZ0902
 HZ0902.The modeled gravity was interpolated from observed gravity values.
 HZ0902
 HZ0902;                    North         East    Units  Estimated Accuracy
 HZ0902;SPC KY1Z     - 1,261,430.    1,531,010.      MT  (+/- 180 meters Scaled)
 HZ0902
 HZ0902                          SUPERSEDED SURVEY CONTROL
 HZ0902
 HZ0902  NGVD 29 (??/??/92)  263.912  (m)          865.85   (f) ADJ UNCH    1 2
 HZ0902
 HZ0902.Superseded values are not recommended for survey control.
 HZ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0902.See file dsdata.txt to determine how the superseded data were derived.
 HZ0902
 HZ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH397834(NAD 83)
 HZ0902_MARKER: DB = BENCH MARK DISK
 HZ0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0902_STAMPING: K 352 1954
 HZ0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0902+STABILITY: SURFACE MOTION
 HZ0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0902+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1997
 HZ0902
 HZ0902  HISTORY     - Date     Condition        Report By
 HZ0902  HISTORY     - 1954     MONUMENTED       CGS
 HZ0902  HISTORY     - 1963     GOOD             NGS
 HZ0902  HISTORY     - 19970417 GOOD             KYDT
 HZ0902
 HZ0902                          STATION DESCRIPTION
 HZ0902
 HZ0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0902'3.6 MI S FROM MILTON.
 HZ0902'1.7 MILES WEST AND SOUTH ALONG U.S. HIGHWAY 421 FROM THE JUNCTION
 HZ0902'OF STATE HIGHWAY 36 AT MILTON, THENCE ABOUT 1.95 MILES SOUTH ALONG
 HZ0902'STATE HIGHWAY 625, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HZ0902'EXTENDING NORTH AND WEST AND JUNCTION OF A GRAVEL ROAD SOUTH,
 HZ0902'35 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 15 FEET WEST OF
 HZ0902'CENTER LINE OF ROAD SOUTH, 14 1/2 FEET SOUTH OF SOUTHWEST END
 HZ0902'OF A 12-INCH PIPE CULVERT UNDER ROAD SOUTH, 7 FEET EAST-SOUTHEAST
 HZ0902'OF TELEPHONE POLE NO. 45, 2 FEET WEST OF A WHITE WOODEN WITNESS
 HZ0902'POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP
 HZ0902'OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0902
 HZ0902                          STATION RECOVERY (1963)
 HZ0902
 HZ0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ0902'RECOVERED IN GOOD CONDITION.
 HZ0902
 HZ0902                          STATION RECOVERY (1997)
 HZ0902
 HZ0902'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HZ0902'MARK IS 36 FEET SOUTHEAST OF CENTERLINE OF ROAD, 17 FEET WEST OF
 HZ0902'CENTER OF ROAD SOUTH AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1085 ***********************************************************************
 HY1085  DESIGNATION -  K 353
 HY1085  PID         -  HY1085
 HY1085  STATE/COUNTY-  KY/GREENUP
 HY1085  USGS QUAD   -  PORTSMOUTH (1975)
 HY1085
 HY1085                         *CURRENT SURVEY CONTROL
 HY1085  ___________________________________________________________________
 HY1085* NAD 83(1986)-  38 43 16.     (N)    082 58 27.     (W)     SCALED    
 HY1085* NAVD 88     -       162.659  (meters)     533.66   (feet)  ADJUSTED  
 HY1085  ___________________________________________________________________
 HY1085  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY1085  DYNAMIC HT  -         162.557 (meters)     533.32  (feet)  COMP
 HY1085  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 HY1085
 HY1085  VERT ORDER  -  FIRST     CLASS I
 HY1085
 HY1085.The horizontal coordinates were scaled from a topographic map and have
 HY1085.an estimated accuracy of +/- 6 seconds.
 HY1085
 HY1085.The orthometric height was determined by differential leveling
 HY1085.and adjusted by the National Geodetic Survey in June 1991..
 HY1085
 HY1085.The geoid height was determined by GEOID03.
 HY1085
 HY1085.The dynamic height is computed by dividing the NAVD 88
 HY1085.geopotential number by the normal gravity value computed on the
 HY1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1085.degrees latitude (g = 980.6199 gals.).
 HY1085
 HY1085.The modeled gravity was interpolated from observed gravity values.
 HY1085
 HY1085;                    North         East    Units  Estimated Accuracy
 HY1085;SPC KY1Z     - 1,268,600.    1,741,370.      MT  (+/- 180 meters Scaled)
 HY1085
 HY1085                          SUPERSEDED SURVEY CONTROL
 HY1085
 HY1085  NGVD 29 (??/??/92)  162.847  (m)          534.27   (f) ADJ UNCH    1 1
 HY1085
 HY1085.Superseded values are not recommended for survey control.
 HY1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1085.See file dsdata.txt to determine how the superseded data were derived.
 HY1085
 HY1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC283876(NAD 83)
 HY1085_MARKER: DB = BENCH MARK DISK
 HY1085_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HY1085_SP_SET: 38 FEET
 HY1085_STAMPING: K 353 1956
 HY1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1085
 HY1085  HISTORY     - Date     Condition        Report By
 HY1085  HISTORY     - 1956     MONUMENTED       CGS
 HY1085  HISTORY     - 1967     GOOD             NGS
 HY1085  HISTORY     - 1979     GOOD             LOCENG
 HY1085
 HY1085                          STATION DESCRIPTION
 HY1085
 HY1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1085'1.6 MI E FROM SOUTH PORTSMOUTH.
 HY1085'ABOUT 1.6 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY1085'THE STATION AT SOUTH PORTSMOUTH, 242 FEET NORTHWEST OF AND ACROSS
 HY1085'TRACKS FROM THE STATION SIGN AT FULLERTON, 50.5 FEET NORTH OF
 HY1085'AND ACROSS MAIN STREET FORM THE NORTH RAIL OF THE NEAR TRACK,
 HY1085'27 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH STREET, 17 FEET
 HY1085'NORTH OF THE CENTER LINE OF MAIN STREET, 16 FEET SOUTH OF THE
 HY1085'SOUTHWEST CORNER OF A HOUSE AT 4151 MAIN STREET, 13 FEET NORTHEAST
 HY1085'OF POWER LINE POLE 901-4557, 2 FEET WEST OF A METAL WITNESS POST,
 HY1085'2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP
 HY1085'OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED
 HY1085'BY A 6 INCH STEEL PIPE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF
 HY1085'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 38 FEET TO REFUSAL.
 HY1085
 HY1085                          STATION RECOVERY (1979)
 HY1085
 HY1085'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1074 ***********************************************************************
 HY1074  DESIGNATION -  K 354
 HY1074  PID         -  HY1074
 HY1074  STATE/COUNTY-  KY/GREENUP
 HY1074  USGS QUAD   -  PORTSMOUTH (1975)
 HY1074
 HY1074                         *CURRENT SURVEY CONTROL
 HY1074  ___________________________________________________________________
 HY1074* NAD 83(1986)-  38 40 51.     (N)    082 52 56.     (W)     SCALED    
 HY1074* NAVD 88     -       163.194  (meters)     535.41   (feet)  ADJUSTED  
 HY1074  ___________________________________________________________________
 HY1074  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY1074  DYNAMIC HT  -         163.091 (meters)     535.07  (feet)  COMP
 HY1074  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 HY1074
 HY1074  VERT ORDER  -  FIRST     CLASS I
 HY1074
 HY1074.The horizontal coordinates were scaled from a topographic map and have
 HY1074.an estimated accuracy of +/- 6 seconds.
 HY1074
 HY1074.The orthometric height was determined by differential leveling
 HY1074.and adjusted by the National Geodetic Survey in June 1991..
 HY1074
 HY1074.The geoid height was determined by GEOID03.
 HY1074
 HY1074.The dynamic height is computed by dividing the NAVD 88
 HY1074.geopotential number by the normal gravity value computed on the
 HY1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1074.degrees latitude (g = 980.6199 gals.).
 HY1074
 HY1074.The modeled gravity was interpolated from observed gravity values.
 HY1074
 HY1074;                    North         East    Units  Estimated Accuracy
 HY1074;SPC KY1Z     - 1,264,380.    1,749,500.      MT  (+/- 180 meters Scaled)
 HY1074
 HY1074                          SUPERSEDED SURVEY CONTROL
 HY1074
 HY1074  NGVD 29 (??/??/92)  163.387  (m)          536.05   (f) ADJ UNCH    1 1
 HY1074
 HY1074.Superseded values are not recommended for survey control.
 HY1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1074.See file dsdata.txt to determine how the superseded data were derived.
 HY1074
 HY1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC362830(NAD 83)
 HY1074_MARKER: DB = BENCH MARK DISK
 HY1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1074_STAMPING: K 354 1956
 HY1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1074+STABILITY: SURFACE MOTION
 HY1074
 HY1074  HISTORY     - Date     Condition        Report By
 HY1074  HISTORY     - 1956     MONUMENTED       CGS
 HY1074  HISTORY     - 1967     GOOD             NGS
 HY1074
 HY1074                          STATION DESCRIPTION
 HY1074
 HY1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1074'7.6 MI NW FROM GREENUP.
 HY1074'ABOUT 7.6 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1074'FROM THE STATION AT GREENUP, AT EDGINGTON, 146 FEET NORTH OF THE
 HY1074'CENTER LINE OF THE NORTH ONE OF TWO FARM ROAD CROSSING, 41 FEET
 HY1074'WEST OF THE WEST RAIL OF THE WEST TRACK, 26 FEET WEST OF MILEPOST
 HY1074'540, 1 FOOT EAST OF A FENCE LINE, 5 FEET BELOW THE LEVEL OF THE
 HY1074'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 HY1074'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0815 ***********************************************************************
 HY0815  DESIGNATION -  K 355
 HY0815  PID         -  HY0815
 HY0815  STATE/COUNTY-  KY/BOYD
 HY0815  USGS QUAD   -  CATLETTSBURG (1985)
 HY0815
 HY0815                         *CURRENT SURVEY CONTROL
 HY0815  ___________________________________________________________________
 HY0815* NAD 83(1986)-  38 26 41.     (N)    082 36 25.     (W)     SCALED    
 HY0815* NAVD 88     -       165.125  (meters)     541.75   (feet)  ADJUSTED  
 HY0815  ___________________________________________________________________
 HY0815  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY0815  DYNAMIC HT  -         165.016 (meters)     541.39  (feet)  COMP
 HY0815  MODELED GRAV-     979,962.7   (mgal)                       NAVD 88
 HY0815
 HY0815  VERT ORDER  -  FIRST     CLASS II
 HY0815
 HY0815.The horizontal coordinates were scaled from a topographic map and have
 HY0815.an estimated accuracy of +/- 6 seconds.
 HY0815
 HY0815.The orthometric height was determined by differential leveling
 HY0815.and adjusted by the National Geodetic Survey in June 1991..
 HY0815
 HY0815.The geoid height was determined by GEOID03.
 HY0815
 HY0815.The dynamic height is computed by dividing the NAVD 88
 HY0815.geopotential number by the normal gravity value computed on the
 HY0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0815.degrees latitude (g = 980.6199 gals.).
 HY0815
 HY0815.The modeled gravity was interpolated from observed gravity values.
 HY0815
 HY0815;                    North         East    Units  Estimated Accuracy
 HY0815;SPC KY1Z     - 1,238,950.    1,774,320.      MT  (+/- 180 meters Scaled)
 HY0815
 HY0815                          SUPERSEDED SURVEY CONTROL
 HY0815
 HY0815  NGVD 29 (??/??/92)  165.309  (m)          542.35   (f) ADJ UNCH    1 2
 HY0815
 HY0815.Superseded values are not recommended for survey control.
 HY0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0815.See file dsdata.txt to determine how the superseded data were derived.
 HY0815
 HY0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC597563(NAD 83)
 HY0815_MARKER: DB = BENCH MARK DISK
 HY0815_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HY0815+WITH SETTING: PAVEMENT
 HY0815_STAMPING: K 355 1956
 HY0815_MARK LOGO: CGS   
 HY0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0815+STABILITY: SURFACE MOTION
 HY0815
 HY0815  HISTORY     - Date     Condition        Report By
 HY0815  HISTORY     - 1956     MONUMENTED       CGS
 HY0815  HISTORY     - 1984     MARK NOT FOUND   KYDT
 HY0815  HISTORY     - 1984     GOOD             NGS
 HY0815  HISTORY     - 20000424 MARK NOT FOUND   KYDT
 HY0815
 HY0815                          STATION DESCRIPTION
 HY0815
 HY0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0815'3.5 MI SE FROM ASHLAND.
 HY0815'ABOUT 3.25 MILES SOUTHEAST AND SOUTH ALONG THE CHESAPEAKE AND
 HY0815'OHIO RAILWAY FROM THE STATION AT ASHLAND, THENCE 3 BLOCKS EAST
 HY0815'ALONG 48TH STREET, THENCE 1/2 BLOCK SOUTH, AT WCMI RADIO TOWER,
 HY0815'SET VERTICALLY ABOUT 2 FEET ABOVE GROUND IN THE SOUTH FACE OF
 HY0815'THE WEST CONCRETE FOUNDATION OF TOWER.
 HY0815
 HY0815                          STATION RECOVERY (1984)
 HY0815
 HY0815'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 HY0815'MARK NOT FOUND.
 HY0815
 HY0815                          STATION RECOVERY (1984)
 HY0815
 HY0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0815'RECOVERED IN GOOD CONDITION.
 HY0815
 HY0815                          STATION RECOVERY (2000)
 HY0815
 HY0815'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY0815'TOWER AND FOUNDATIONS NO LONGER AT LOCATION, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0016 ***********************************************************************
 HA0016  DESIGNATION -  K 356
 HA0016  PID         -  HA0016
 HA0016  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0016  USGS QUAD   -  GARFIELD (1982)
 HA0016
 HA0016                         *CURRENT SURVEY CONTROL
 HA0016  ___________________________________________________________________
 HA0016* NAD 83(1986)-  37 50 51.     (N)    086 19 11.     (W)     SCALED    
 HA0016* NAVD 88     -       161.167  (meters)     528.76   (feet)  ADJUSTED  
 HA0016  ___________________________________________________________________
 HA0016  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HA0016  DYNAMIC HT  -         161.051 (meters)     528.38  (feet)  COMP
 HA0016  MODELED GRAV-     979,902.5   (mgal)                       NAVD 88
 HA0016
 HA0016  VERT ORDER  -  SECOND    CLASS 0
 HA0016
 HA0016.The horizontal coordinates were scaled from a topographic map and have
 HA0016.an estimated accuracy of +/- 6 seconds.
 HA0016
 HA0016.The orthometric height was determined by differential leveling
 HA0016.and adjusted by the National Geodetic Survey in June 1991..
 HA0016
 HA0016.The geoid height was determined by GEOID03.
 HA0016
 HA0016.The dynamic height is computed by dividing the NAVD 88
 HA0016.geopotential number by the normal gravity value computed on the
 HA0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0016.degrees latitude (g = 980.6199 gals.).
 HA0016
 HA0016.The modeled gravity was interpolated from observed gravity values.
 HA0016
 HA0016;                    North         East    Units  Estimated Accuracy
 HA0016;SPC KY1Z     - 1,168,200.    1,449,860.      MT  (+/- 180 meters Scaled)
 HA0016
 HA0016                          SUPERSEDED SURVEY CONTROL
 HA0016
 HA0016  NGVD 29 (??/??/92)  161.286  (m)          529.15   (f) ADJ UNCH    2 0
 HA0016
 HA0016.Superseded values are not recommended for survey control.
 HA0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0016.See file dsdata.txt to determine how the superseded data were derived.
 HA0016
 HA0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG598891(NAD 83)
 HA0016_MARKER: DB = BENCH MARK DISK
 HA0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0016_SP_SET: CULVERT
 HA0016_STAMPING: K 356 1954
 HA0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0016
 HA0016  HISTORY     - Date     Condition        Report By
 HA0016  HISTORY     - 1954     MONUMENTED       CGS
 HA0016
 HA0016                          STATION DESCRIPTION
 HA0016
 HA0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0016'2.4 MI SW FROM IRVINGTON.
 HA0016'ABOUT 2.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HA0016'OF STATE HIGHWAY 448 AND THE SCHOOL AT IRVINGTON, AT THE JUNCTION
 HA0016'OF STATE HIGHWAY 333 LEADING SOUTHEAST, IN THE TOP OF THE
 HA0016'NORTHWEST END OF THE NORTHEAST HEAD WALL OF AN 8-FOOT CONCRETE
 HA0016'CULVERT UNDER HIGHWAY 333, 78 1/2 FEET SOUTHEAST OF CENTER
 HA0016'LINE OF HIGHWAY 60, 14 FEET NORTHEAST OF CENTER LINE OF HIGHWAY
 HA0016'333 AND ABOUT LEVEL WITH HIGHWAY 333.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0520 ***********************************************************************
 GD0520  DESIGNATION -  K 356
 GD0520  PID         -  GD0520
 GD0520  STATE/COUNTY-  KY/FULTON
 GD0520  USGS QUAD   -  HICKMAN (1983)
 GD0520
 GD0520                         *CURRENT SURVEY CONTROL
 GD0520  ___________________________________________________________________
 GD0520* NAD 83(1986)-  36 34 23.     (N)    089 11 37.     (W)     SCALED    
 GD0520* NAVD 88     -        97.606  (meters)     320.23   (feet)  ADJUSTED  
 GD0520  ___________________________________________________________________
 GD0520  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0520  DYNAMIC HT  -          97.530 (meters)     319.98  (feet)  COMP
 GD0520  MODELED GRAV-     979,850.3   (mgal)                       NAVD 88
 GD0520
 GD0520  VERT ORDER  -  FIRST     CLASS I
 GD0520
 GD0520.The horizontal coordinates were scaled from a topographic map and have
 GD0520.an estimated accuracy of +/- 6 seconds.
 GD0520
 GD0520.The orthometric height was determined by differential leveling
 GD0520.and adjusted by the National Geodetic Survey in June 1991..
 GD0520
 GD0520.The geoid height was determined by GEOID03.
 GD0520
 GD0520.The dynamic height is computed by dividing the NAVD 88
 GD0520.geopotential number by the normal gravity value computed on the
 GD0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0520.degrees latitude (g = 980.6199 gals.).
 GD0520
 GD0520.The modeled gravity was interpolated from observed gravity values.
 GD0520
 GD0520;                    North         East    Units  Estimated Accuracy
 GD0520;SPC KY1Z     - 1,032,290.    1,191,790.      MT  (+/- 180 meters Scaled)
 GD0520
 GD0520                          SUPERSEDED SURVEY CONTROL
 GD0520
 GD0520  NGVD 29 (??/??/??)   97.534  (m)          319.99   (f) ADJUSTED    1 1
 GD0520
 GD0520.Superseded values are not recommended for survey control.
 GD0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0520.See file dsdata.txt to determine how the superseded data were derived.
 GD0520
 GD0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF037497(NAD 83)
 GD0520_MARKER: DB = BENCH MARK DISK
 GD0520_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GD0520_SP_SET: SET INTO WALL OF BUILDING
 GD0520_MARK LOGO: CGS   
 GD0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GD0520+STABILITY: POSITION/ELEVATION WELL
 GD0520
 GD0520  HISTORY     - Date     Condition        Report By
 GD0520  HISTORY     - 1957     MONUMENTED       CGS
 GD0520  HISTORY     - 1974     GOOD             NGS
 GD0520  HISTORY     - 20020810 GOOD             USACE
 GD0520
 GD0520                          STATION DESCRIPTION
 GD0520
 GD0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0520'AT HICKMAN.
 GD0520'AT HICKMAN, AT THE POST OFFICE, ABOUT 0.05 MILE NORTH OF STATE
 GD0520'HIGHWAY 94, AT THE CORNER OF JACKSON AND CUMBERLAND STREET, SET
 GD0520'VERTICALLY IN THE WEST FACE OF THE POST OFFICE NEAR THE NORTHWEST
 GD0520'CORNER, 46 FEET SOUTH OF THE CENTER LINE OF JACKSON STREET, 33
 GD0520'FEET EAST OF THE CENTER LINE OF CUMBERLAND STREET, 1.1 FEET
 GD0520'SOUTH OF THE NORTHWEST CORNER OF THE POST OFFICE AND 2.1 FEET
 GD0520'ABOVE SIDEWALK.
 GD0520
 GD0520                          STATION RECOVERY (2002)
 GD0520
 GD0520'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0520'MONUMENT IS SET IN SIDE OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0474 ***********************************************************************
 GD0474  DESIGNATION -  K 358
 GD0474  PID         -  GD0474
 GD0474  STATE/COUNTY-  KY/CARLISLE
 GD0474  USGS QUAD   -  WICKLIFFE (1983)
 GD0474
 GD0474                         *CURRENT SURVEY CONTROL
 GD0474  ___________________________________________________________________
 GD0474* NAD 83(1986)-  36 53 33.     (N)    089 05 20.     (W)     SCALED    
 GD0474* NAVD 88     -        98.563  (meters)     323.37   (feet)  ADJUSTED  
 GD0474  ___________________________________________________________________
 GD0474  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0474  DYNAMIC HT  -          98.488 (meters)     323.12  (feet)  COMP
 GD0474  MODELED GRAV-     979,872.1   (mgal)                       NAVD 88
 GD0474
 GD0474  VERT ORDER  -  FIRST     CLASS II
 GD0474
 GD0474.The horizontal coordinates were scaled from a topographic map and have
 GD0474.an estimated accuracy of +/- 6 seconds.
 GD0474
 GD0474.The orthometric height was determined by differential leveling
 GD0474.and adjusted by the National Geodetic Survey in June 1991..
 GD0474
 GD0474.The geoid height was determined by GEOID03.
 GD0474
 GD0474.The dynamic height is computed by dividing the NAVD 88
 GD0474.geopotential number by the normal gravity value computed on the
 GD0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0474.degrees latitude (g = 980.6199 gals.).
 GD0474
 GD0474.The modeled gravity was interpolated from observed gravity values.
 GD0474
 GD0474;                    North         East    Units  Estimated Accuracy
 GD0474;SPC KY1Z     - 1,067,380.    1,202,430.      MT  (+/- 180 meters Scaled)
 GD0474
 GD0474                          SUPERSEDED SURVEY CONTROL
 GD0474
 GD0474  NGVD 29 (??/??/??)   98.445  (m)          322.98   (f) ADJUSTED    1 2
 GD0474
 GD0474.Superseded values are not recommended for survey control.
 GD0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0474.See file dsdata.txt to determine how the superseded data were derived.
 GD0474
 GD0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF138849(NAD 83)
 GD0474_MARKER: DB = BENCH MARK DISK
 GD0474_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0474_SP_SET: 72 FEET
 GD0474_STAMPING: K 358 1957
 GD0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0474
 GD0474  HISTORY     - Date     Condition        Report By
 GD0474  HISTORY     - 1957     MONUMENTED       CGS
 GD0474  HISTORY     - 20000601 MARK NOT FOUND   USE
 GD0474
 GD0474                          STATION DESCRIPTION
 GD0474
 GD0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0474'3.2 MI SW FROM WINFORD JUNCTION.
 GD0474'ABOUT 3.15 MILES SOUTHWEST ALONG THE GULF, MOBILE AND OHIO
 GD0474'RAILROAD FROM THE CROSSING OF U.S. HIGHWAY 51 AT WINFORD JUNCTION,
 GD0474'ABOUT 10 TELEPHONE POLES SOUTH OF MILE POST 482, AT CROSSING OF
 GD0474'A ROAD LEADING WEST TO RIVER, 58 FEET EAST-SOUTHEAST OF NEAR RAIL
 GD0474'OF TRACK, 124 FEET NORTH OF CENTER LINE OF ROAD, 32 FEET SOUTH
 GD0474'OF A FENCE CORNER, 12 FEET EAST OF A FENCE LINE, 16 FEET NORTHEAST
 GD0474'OF A 36-INCH TWIN SWEET GUM TREE, ABOUT 7 1/2 RAILS
 GD0474'NORTH-NORTHEAST OF RAILROAD BRIDGE NO. 481-45, 2 FEET WEST OF
 GD0474'A CONCRETE WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK
 GD0474'AND IS A DISK ON COPPER COATED STEEL ROD PROJECTING 2 INCHES
 GD0474'AND PROTECTED BY A 6-INCH CONCRETE TILE PROJECTING 4 INCHES.
 GD0474'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 72 FEET.
 GD0474
 GD0474                          STATION RECOVERY (2000)
 GD0474
 GD0474'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD0474'FULL DESCRIPTION IN DATABASE.  NOT RECOVERED.  WILL PROBABLY HOLD
 GD0474'POSITION AND ELEVATION WELL.  MONUMENT CONTAINS MAGNETIC MATERIAL. ROD
 GD0474'DEPTH 72 FT (21.9 M) SLEEVE DEPTH 10 FT (3.0 M) .  LIGHT TRUCK IS
 GD0474'NEEDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0060 ***********************************************************************
 HZ0060  DESIGNATION -  K 36
 HZ0060  PID         -  HZ0060
 HZ0060  STATE/COUNTY-  KY/HARRISON
 HZ0060  USGS QUAD   -  CYNTHIANA (1978)
 HZ0060
 HZ0060                         *CURRENT SURVEY CONTROL
 HZ0060  ___________________________________________________________________
 HZ0060* NAD 83(1986)-  38 29 25.     (N)    084 20 50.     (W)     SCALED    
 HZ0060* NAVD 88     -       205.227  (meters)     673.32   (feet)  ADJUSTED  
 HZ0060  ___________________________________________________________________
 HZ0060  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 HZ0060  DYNAMIC HT  -         205.083 (meters)     672.84  (feet)  COMP
 HZ0060  MODELED GRAV-     979,919.3   (mgal)                       NAVD 88
 HZ0060
 HZ0060  VERT ORDER  -  SECOND    CLASS 0
 HZ0060
 HZ0060.The horizontal coordinates were scaled from a topographic map and have
 HZ0060.an estimated accuracy of +/- 6 seconds.
 HZ0060
 HZ0060.The orthometric height was determined by differential leveling
 HZ0060.and adjusted by the National Geodetic Survey in June 1991..
 HZ0060
 HZ0060.The geoid height was determined by GEOID03.
 HZ0060
 HZ0060.The dynamic height is computed by dividing the NAVD 88
 HZ0060.geopotential number by the normal gravity value computed on the
 HZ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0060.degrees latitude (g = 980.6199 gals.).
 HZ0060
 HZ0060.The modeled gravity was interpolated from observed gravity values.
 HZ0060
 HZ0060;                    North         East    Units  Estimated Accuracy
 HZ0060;SPC KY1Z     - 1,240,310.    1,622,380.      MT  (+/- 180 meters Scaled)
 HZ0060
 HZ0060                          SUPERSEDED SURVEY CONTROL
 HZ0060
 HZ0060  NGVD 29 (??/??/92)  205.435  (m)          674.00   (f) ADJ UNCH    2 0
 HZ0060
 HZ0060.Superseded values are not recommended for survey control.
 HZ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0060.See file dsdata.txt to determine how the superseded data were derived.
 HZ0060
 HZ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH313635(NAD 83)
 HZ0060_MARKER: DB = BENCH MARK DISK
 HZ0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0060_SP_SET: SIGNAL BASE
 HZ0060_STAMPING: K 36 1935
 HZ0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0060
 HZ0060  HISTORY     - Date     Condition        Report By
 HZ0060  HISTORY     - 1935     MONUMENTED       CGS
 HZ0060  HISTORY     - 1955     GOOD             NGS
 HZ0060
 HZ0060                          STATION DESCRIPTION
 HZ0060
 HZ0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0060'AT ROBINSON.
 HZ0060'AT ROBINSON, HARRISON COUNTY, ABOUT 88 YARDS WEST OF THE WEST
 HZ0060'CORNER OF THE LOUISVILLE AND NASHVILLE RAILROAD STATION, 9 YARDS
 HZ0060'SOUTHEAST OF THE SOUTHEAST RAIL, IN THE TOP OF AN ABANDONED CONCRETE
 HZ0060'SIGNAL-BASE, AND ABOUT 1-1/2 FEET HIGHER THAN THE TRACK.  NOTE-- NO
 HZ0060'CONCRETE BASE OF ANY SORT COULD BE FOUND AT THE SITE CALLED FOR.
 HZ0060'THE POST MASTER AT STORE IN ROBINSON SAYS ALL THE OLD BASES WERE
 HZ0060'PULLED OUT AND MOVED AWAY, THIS ONE COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1799 ***********************************************************************
 GY1799  DESIGNATION -  K 369
 GY1799  PID         -  GY1799
 GY1799  STATE/COUNTY-  KY/MORGAN
 GY1799  USGS QUAD   -  WHITE OAK (1965)
 GY1799
 GY1799                         *CURRENT SURVEY CONTROL
 GY1799  ___________________________________________________________________
 GY1799* NAD 83(1986)-  37 49 34.     (N)    083 14 59.     (W)     SCALED    
 GY1799* NAVD 88     -       257.407  (meters)     844.51   (feet)  ADJUSTED  
 GY1799  ___________________________________________________________________
 GY1799  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GY1799  DYNAMIC HT  -         257.216 (meters)     843.88  (feet)  COMP
 GY1799  MODELED GRAV-     979,883.7   (mgal)                       NAVD 88
 GY1799
 GY1799  VERT ORDER  -  FIRST     CLASS I
 GY1799
 GY1799.The horizontal coordinates were scaled from a topographic map and have
 GY1799.an estimated accuracy of +/- 6 seconds.
 GY1799
 GY1799.The orthometric height was determined by differential leveling
 GY1799.and adjusted by the National Geodetic Survey in June 1991..
 GY1799
 GY1799.The geoid height was determined by GEOID03.
 GY1799
 GY1799.The dynamic height is computed by dividing the NAVD 88
 GY1799.geopotential number by the normal gravity value computed on the
 GY1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1799.degrees latitude (g = 980.6199 gals.).
 GY1799
 GY1799.The modeled gravity was interpolated from observed gravity values.
 GY1799
 GY1799;                    North         East    Units  Estimated Accuracy
 GY1799;SPC KY1Z     - 1,168,620.    1,720,080.      MT  (+/- 180 meters Scaled)
 GY1799
 GY1799                          SUPERSEDED SURVEY CONTROL
 GY1799
 GY1799  NGVD 29 (??/??/92)  257.563  (m)          845.02   (f) ADJ UNCH    1 1
 GY1799
 GY1799.Superseded values are not recommended for survey control.
 GY1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1799.See file dsdata.txt to determine how the superseded data were derived.
 GY1799
 GY1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB020889(NAD 83)
 GY1799_MARKER: DB = BENCH MARK DISK
 GY1799_SETTING: 66 = SET IN ROCK OUTCROP
 GY1799_SP_SET: ROCK LEDGE
 GY1799_STAMPING: K 369 1967
 GY1799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1799+STABILITY: POSITION/ELEVATION WELL
 GY1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1799+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GY1799
 GY1799  HISTORY     - Date     Condition        Report By
 GY1799  HISTORY     - 1967     MONUMENTED       CGS
 GY1799  HISTORY     - 19990316 GOOD             KYDT
 GY1799
 GY1799                          STATION DESCRIPTION
 GY1799
 GY1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1799'3 MI NE FROM CANNEL CITY.
 GY1799'ABOUT 3.05 MILES NORTHEAST ALONG STATE HIGHWAY 191 FROM THE SCHOOL
 GY1799'AT CANNEL CITY, 93 1/2 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 GY1799'OF STATE HIGHWAY 1162 LEADING EAST, SET ON THE TOP OF A ROCK
 GY1799'LEDGE, 61 1/2 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 191,
 GY1799'37 1/2 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 1162 AND ABOUT
 GY1799'2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GY1799
 GY1799                          STATION RECOVERY (1999)
 GY1799
 GY1799'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1799'MARK IS 36 FEET SOUTH OF CENTERLINE OF KY 1162, ABOUT 12 FEET NORTH OF
 GY1799'CENTER OF CREEK, FOUND BURIED 1.2 FEET, APT TO BE COVERED BY SILTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1766 ***********************************************************************
 HY1766  DESIGNATION -  K 37
 HY1766  PID         -  HY1766
 HY1766  STATE/COUNTY-  KY/BATH
 HY1766  USGS QUAD   -  OLYMPIA (1977)
 HY1766
 HY1766                         *CURRENT SURVEY CONTROL
 HY1766  ___________________________________________________________________
 HY1766* NAD 83(1986)-  38 05 14.     (N)    083 44 44.     (W)     SCALED    
 HY1766* NAVD 88     -       224.670  (meters)     737.10   (feet)  ADJUSTED  
 HY1766  ___________________________________________________________________
 HY1766  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HY1766  DYNAMIC HT  -         224.512 (meters)     736.59  (feet)  COMP
 HY1766  MODELED GRAV-     979,921.0   (mgal)                       NAVD 88
 HY1766
 HY1766  VERT ORDER  -  SECOND    CLASS 0
 HY1766
 HY1766.The horizontal coordinates were scaled from a topographic map and have
 HY1766.an estimated accuracy of +/- 6 seconds.
 HY1766
 HY1766.The orthometric height was determined by differential leveling
 HY1766.and adjusted by the National Geodetic Survey in June 1991..
 HY1766
 HY1766.The geoid height was determined by GEOID03.
 HY1766
 HY1766.The dynamic height is computed by dividing the NAVD 88
 HY1766.geopotential number by the normal gravity value computed on the
 HY1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1766.degrees latitude (g = 980.6199 gals.).
 HY1766
 HY1766.The modeled gravity was interpolated from observed gravity values.
 HY1766
 HY1766;                    North         East    Units  Estimated Accuracy
 HY1766;SPC KY1Z     - 1,196,540.    1,675,820.      MT  (+/- 180 meters Scaled)
 HY1766
 HY1766                          SUPERSEDED SURVEY CONTROL
 HY1766
 HY1766  NGVD 29 (??/??/92)  224.818  (m)          737.59   (f) ADJ UNCH    2 0
 HY1766
 HY1766.Superseded values are not recommended for survey control.
 HY1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1766.See file dsdata.txt to determine how the superseded data were derived.
 HY1766
 HY1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC592190(NAD 83)
 HY1766_MARKER: DB = BENCH MARK DISK
 HY1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1766_STAMPING: K 37 1935 737.590
 HY1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1766+STABILITY: SURFACE MOTION
 HY1766
 HY1766  HISTORY     - Date     Condition        Report By
 HY1766  HISTORY     - 1935     MONUMENTED       CGS
 HY1766  HISTORY     - 1955     GOOD             NGS
 HY1766
 HY1766                          STATION DESCRIPTION
 HY1766
 HY1766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1766'0.5 MI E FROM PRESTON.
 HY1766'0.5 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 HY1766'STATION AT PRESTON, AT GRAVEL ROAD CROSSING, 51.7 FEET SOUTH
 HY1766'OF THE SOUTH RAIL, 19.5 FEET WEST OF THE CENTER OF THE ROAD,
 HY1766'6 FEET EAST OF A FENCE CORNER POST, 2 FEET BELOW THE LEVEL OF
 HY1766'TRACK, ABOUT LEVEL WITH THE ROAD.  NOTE-- ALSO REACHED BY ROAD
 HY1766'FROM OLYMPIA, 2.75 7ILES WEST NORTHWEST ALONG STATE HIGHWAY 36
 HY1766'FROM THE RAILROAD CROSSING, THENCE 2.0 MILES SOUTH ALONG STATE
 HY1766'HIGHWAY 965 TO A GRAVEL SIDE ROAD SOUTHEAST, THENCE 0.35 MILE
 HY1766'SOUTHEAST ON GRAVEL TO RAILROAD CROSSING AND MARK AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1824 ***********************************************************************
 GY1824  DESIGNATION -  K 370
 GY1824  PID         -  GY1824
 GY1824  STATE/COUNTY-  KY/BREATHITT
 GY1824  USGS QUAD   -  LEE CITY (1965)
 GY1824
 GY1824                         *CURRENT SURVEY CONTROL
 GY1824  ___________________________________________________________________
 GY1824* NAD 83(1986)-  37 40 24.     (N)    083 21 43.     (W)     SCALED    
 GY1824* NAVD 88     -       289.829  (meters)     950.88   (feet)  ADJUSTED  
 GY1824  ___________________________________________________________________
 GY1824  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GY1824  DYNAMIC HT  -         289.606 (meters)     950.15  (feet)  COMP
 GY1824  MODELED GRAV-     979,854.3   (mgal)                       NAVD 88
 GY1824
 GY1824  VERT ORDER  -  FIRST     CLASS I
 GY1824
 GY1824.The horizontal coordinates were scaled from a topographic map and have
 GY1824.an estimated accuracy of +/- 6 seconds.
 GY1824
 GY1824.The orthometric height was determined by differential leveling
 GY1824.and adjusted by the National Geodetic Survey in June 1991..
 GY1824
 GY1824.The geoid height was determined by GEOID03.
 GY1824
 GY1824.The dynamic height is computed by dividing the NAVD 88
 GY1824.geopotential number by the normal gravity value computed on the
 GY1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1824.degrees latitude (g = 980.6199 gals.).
 GY1824
 GY1824.The modeled gravity was interpolated from observed gravity values.
 GY1824
 GY1824;                    North         East    Units  Estimated Accuracy
 GY1824;SPC KY1Z     - 1,151,410.    1,710,630.      MT  (+/- 180 meters Scaled)
 GY1824
 GY1824                          SUPERSEDED SURVEY CONTROL
 GY1824
 GY1824  NGVD 29 (??/??/92)  289.982  (m)          951.38   (f) ADJ UNCH    1 1
 GY1824
 GY1824.Superseded values are not recommended for survey control.
 GY1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1824.See file dsdata.txt to determine how the superseded data were derived.
 GY1824
 GY1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB916721(NAD 83)
 GY1824_MARKER: DB = BENCH MARK DISK
 GY1824_SETTING: 66 = SET IN ROCK OUTCROP
 GY1824_SP_SET: ROCK CUT
 GY1824_STAMPING: K 370 1967
 GY1824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1824+STABILITY: POSITION/ELEVATION WELL
 GY1824
 GY1824  HISTORY     - Date     Condition        Report By
 GY1824  HISTORY     - 1967     MONUMENTED       CGS
 GY1824  HISTORY     - 19960430 MARK NOT FOUND   KYDT
 GY1824
 GY1824                          STATION DESCRIPTION
 GY1824
 GY1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1824'5.2 MI SW FROM LEE CITY.
 GY1824'ABOUT 5.15 MILES SOUTHWEST ALONG STATE HIGHWAY 205 FROM THE
 GY1824'JUNCTION OF A BLACK TOPPED ROAD LEADING SOUTHEAST AT LEE CITY,
 GY1824'AT THE INSIDE OF A CURVE, SET VERTICALLY IN THE SOUTHEAST FACE OF
 GY1824'A ROCK CUT WHICH IS 3 FEET LONG-2 FEET WIDE AND IS PART OF A HIGH
 GY1824'CUT WHICH IS ABOUT 0.1 MILE LONG, 19 FEET NORTHWEST OF THE CENTER
 GY1824'LINE OF THE HIGHWAY, ABOUT 70 YARDS SOUTHWEST OF THE CENTER OF A
 GY1824'DEEP AND SHORT RAVINE, 1 FOOT SOUTHWEST OF THE NORTHEAST END OF
 GY1824'THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GY1824
 GY1824                          STATION RECOVERY (1996)
 GY1824
 GY1824'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1824'PROBABLY HERE BUT COVERED BY SILTING.
 GY1824' 
 GY1824' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1774 ***********************************************************************
 GY1774  DESIGNATION -  K 371
 GY1774  PID         -  GY1774
 GY1774  STATE/COUNTY-  KY/MORGAN
 GY1774  USGS QUAD   -  WEST LIBERTY (1993)
 GY1774
 GY1774                         *CURRENT SURVEY CONTROL
 GY1774  ___________________________________________________________________
 GY1774* NAD 83(1986)-  37 56 15.     (N)    083 16 32.     (W)     SCALED    
 GY1774* NAVD 88     -       238.833  (meters)     783.57   (feet)  ADJUSTED  
 GY1774  ___________________________________________________________________
 GY1774  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GY1774  DYNAMIC HT  -         238.660 (meters)     783.00  (feet)  COMP
 GY1774  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 GY1774
 GY1774  VERT ORDER  -  FIRST     CLASS I
 GY1774
 GY1774.The horizontal coordinates were scaled from a topographic map and have
 GY1774.an estimated accuracy of +/- 6 seconds.
 GY1774
 GY1774.The orthometric height was determined by differential leveling
 GY1774.and adjusted by the National Geodetic Survey in June 1991..
 GY1774
 GY1774.The geoid height was determined by GEOID03.
 GY1774
 GY1774.The dynamic height is computed by dividing the NAVD 88
 GY1774.geopotential number by the normal gravity value computed on the
 GY1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1774.degrees latitude (g = 980.6199 gals.).
 GY1774
 GY1774.The modeled gravity was interpolated from observed gravity values.
 GY1774
 GY1774;                    North         East    Units  Estimated Accuracy
 GY1774;SPC KY1Z     - 1,180,920.    1,717,480.      MT  (+/- 180 meters Scaled)
 GY1774
 GY1774                          SUPERSEDED SURVEY CONTROL
 GY1774
 GY1774  NGVD 29 (??/??/92)  238.994  (m)          784.10   (f) ADJ UNCH    1 1
 GY1774
 GY1774.Superseded values are not recommended for survey control.
 GY1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1774.See file dsdata.txt to determine how the superseded data were derived.
 GY1774
 GY1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC000013(NAD 83)
 GY1774_MARKER: DB = BENCH MARK DISK
 GY1774_SETTING: 66 = SET IN ROCK OUTCROP
 GY1774_SP_SET: ROCK CUT
 GY1774_STAMPING: K 371 1967
 GY1774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1774+STABILITY: POSITION/ELEVATION WELL
 GY1774
 GY1774  HISTORY     - Date     Condition        Report By
 GY1774  HISTORY     - 1967     MONUMENTED       CGS
 GY1774  HISTORY     - 19990316 MARK NOT FOUND   KYDT
 GY1774
 GY1774                          STATION DESCRIPTION
 GY1774
 GY1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1774'2 MI N FROM WEST LIBERTY.
 GY1774'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 GY1774'AT WEST LIBERTY, ABOUT 0.55 MILE SOUTHEAST OF A 190-FOOT BRIDGE
 GY1774'OVER ELK FORK, ABOUT 0.1 MILE SOUTH OF THE CENTER OF A CURVE,
 GY1774'SET ON THE TOP OF AN EXPOSED ROCK WHICH IS 4 FEET LONG AND
 GY1774'1 1/2 FOOT WIDE, AT THE BASE OF A CUT, 19 1/2 FEET EAST OF THE
 GY1774'CENTER LINE OF THE HIGHWAY AND 2 FEET ABOVE THE LEVEL OF THE
 GY1774'HIGHWAY.
 GY1774
 GY1774                          STATION RECOVERY (1999)
 GY1774
 GY1774'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1774'A DRIVE EAST TO A 1 STORY BRICK HOUSE HAS BEEN CUT IN AT LOCATION,
 GY1774'BELIEVE MARK TORN OUT, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1585 ***********************************************************************
 HY1585  DESIGNATION -  K 372
 HY1585  PID         -  HY1585
 HY1585  STATE/COUNTY-  KY/CARTER
 HY1585  USGS QUAD   -  OLIVE HILL (1975)
 HY1585
 HY1585                         *CURRENT SURVEY CONTROL
 HY1585  ___________________________________________________________________
 HY1585* NAD 83(1986)-  38 17 17.     (N)    083 11 53.     (W)     SCALED    
 HY1585* NAVD 88     -       233.702  (meters)     766.74   (feet)  ADJUSTED  
 HY1585  ___________________________________________________________________
 HY1585  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HY1585  DYNAMIC HT  -         233.542 (meters)     766.21  (feet)  COMP
 HY1585  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 HY1585
 HY1585  VERT ORDER  -  FIRST     CLASS I
 HY1585
 HY1585.The horizontal coordinates were scaled from a topographic map and have
 HY1585.an estimated accuracy of +/- 6 seconds.
 HY1585
 HY1585.The orthometric height was determined by differential leveling
 HY1585.and adjusted by the National Geodetic Survey in June 1991..
 HY1585
 HY1585.The geoid height was determined by GEOID03.
 HY1585
 HY1585.The dynamic height is computed by dividing the NAVD 88
 HY1585.geopotential number by the normal gravity value computed on the
 HY1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1585.degrees latitude (g = 980.6199 gals.).
 HY1585
 HY1585.The modeled gravity was interpolated from observed gravity values.
 HY1585
 HY1585;                    North         East    Units  Estimated Accuracy
 HY1585;SPC KY1Z     - 1,219,990.    1,723,220.      MT  (+/- 180 meters Scaled)
 HY1585
 HY1585                          SUPERSEDED SURVEY CONTROL
 HY1585
 HY1585  NGVD 29 (??/??/92)  233.876  (m)          767.31   (f) ADJ UNCH    1 1
 HY1585
 HY1585.Superseded values are not recommended for survey control.
 HY1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1585.See file dsdata.txt to determine how the superseded data were derived.
 HY1585
 HY1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC077400(NAD 83)
 HY1585_MARKER: DB = BENCH MARK DISK
 HY1585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1585_SP_SET: BRIDGE SEAT
 HY1585_STAMPING: K 372 1967
 HY1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1585
 HY1585  HISTORY     - Date     Condition        Report By
 HY1585  HISTORY     - 1967     MONUMENTED       CGS
 HY1585
 HY1585                          STATION DESCRIPTION
 HY1585
 HY1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1585'1.6 MI SW FROM OLIVE HILL.
 HY1585'ABOUT 1.55 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1585'FROM THE STATION AT OLIVE HILL, ABOUT 6 1/2 RAILS SOUTH OF
 HY1585'MILEPOST 561, SET ON THE TOP OF THE WEST END OF THE SOUTH BRIDGE
 HY1585'SEAT OF BRIDGE NO. 561.1 OVER GRIFFY BRANCH, 6 FEET WEST OF THE
 HY1585'WEST RAIL, 4 FEET EAST OF THE WEST END OF THE BRIDGE SEAT AND
 HY1585'3 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0879 ***********************************************************************
 HY0879  DESIGNATION -  K 373
 HY0879  PID         -  HY0879
 HY0879  STATE/COUNTY-  KY/CARTER
 HY0879  USGS QUAD   -  GRAYSON (1978)
 HY0879
 HY0879                         *CURRENT SURVEY CONTROL
 HY0879  ___________________________________________________________________
 HY0879* NAD 83(1986)-  38 21 45.     (N)    082 57 20.     (W)     SCALED    
 HY0879* NAVD 88     -       178.959  (meters)     587.13   (feet)  ADJUSTED  
 HY0879  ___________________________________________________________________
 HY0879  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HY0879  DYNAMIC HT  -         178.841 (meters)     586.75  (feet)  COMP
 HY0879  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 HY0879
 HY0879  VERT ORDER  -  FIRST     CLASS I
 HY0879
 HY0879.The horizontal coordinates were scaled from a topographic map and have
 HY0879.an estimated accuracy of +/- 6 seconds.
 HY0879
 HY0879.The orthometric height was determined by differential leveling
 HY0879.and adjusted by the National Geodetic Survey in June 1991..
 HY0879
 HY0879.The geoid height was determined by GEOID03.
 HY0879
 HY0879.The dynamic height is computed by dividing the NAVD 88
 HY0879.geopotential number by the normal gravity value computed on the
 HY0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0879.degrees latitude (g = 980.6199 gals.).
 HY0879
 HY0879.The modeled gravity was interpolated from observed gravity values.
 HY0879
 HY0879;                    North         East    Units  Estimated Accuracy
 HY0879;SPC KY1Z     - 1,228,860.    1,744,180.      MT  (+/- 180 meters Scaled)
 HY0879
 HY0879                          SUPERSEDED SURVEY CONTROL
 HY0879
 HY0879  NGVD 29 (??/??/92)  179.140  (m)          587.73   (f) ADJ UNCH    1 1
 HY0879
 HY0879.Superseded values are not recommended for survey control.
 HY0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0879.See file dsdata.txt to determine how the superseded data were derived.
 HY0879
 HY0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC291478(NAD 83)
 HY0879_MARKER: DB = BENCH MARK DISK
 HY0879_SETTING: 66 = SET IN ROCK OUTCROP
 HY0879_SP_SET: ROCK LEDGE
 HY0879_STAMPING: K 373 1967
 HY0879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0879+STABILITY: POSITION/ELEVATION WELL
 HY0879
 HY0879  HISTORY     - Date     Condition        Report By
 HY0879  HISTORY     - 1967     MONUMENTED       CGS
 HY0879
 HY0879                          STATION DESCRIPTION
 HY0879
 HY0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0879'2.4 MI N FROM GRAYSON.
 HY0879'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY 1 AND 7 FROM THE
 HY0879'JUNCTION OF U.S. HIGHWAY 60 AT GRAYSON, 142 1/2 FEET NORTHEAST
 HY0879'OF THE JUNCTION OF THE HIGHWAYS, IN A YARD, SET ON THE TOP OF A
 HY0879'ROCK LEDGE WHICH IS ABOUT 12 FEET LONG- 2 1/2 FEET WIDE AND
 HY0879'1 FOOT HIGH AND LOCATED AT THE BASE OF A 35 FOOT LONG ROCK
 HY0879'AND 20 FEET WIDE, 34 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 HY0879'STATE HIGHWAY 1, 2 1/2 FEET WEST OF THE FACE OF ROCK CUT AND
 HY0879'ABOUT LEVEL WITH THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1624 ***********************************************************************
 HY1624  DESIGNATION -  K 374
 HY1624  PID         -  HY1624
 HY1624  STATE/COUNTY-  KY/ROWAN
 HY1624  USGS QUAD   -  BANGOR (1983)
 HY1624
 HY1624                         *CURRENT SURVEY CONTROL
 HY1624  ___________________________________________________________________
 HY1624* NAD 83(1986)-  38 07 24.     (N)    083 25 03.     (W)     SCALED    
 HY1624* NAVD 88     -       320.101  (meters)    1050.20   (feet)  ADJUSTED  
 HY1624  ___________________________________________________________________
 HY1624  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HY1624  DYNAMIC HT  -         319.871 (meters)    1049.44  (feet)  COMP
 HY1624  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 HY1624
 HY1624  VERT ORDER  -  FIRST     CLASS I
 HY1624
 HY1624.The horizontal coordinates were scaled from a topographic map and have
 HY1624.an estimated accuracy of +/- 6 seconds.
 HY1624
 HY1624.The orthometric height was determined by differential leveling
 HY1624.and adjusted by the National Geodetic Survey in June 1991..
 HY1624
 HY1624.The geoid height was determined by GEOID03.
 HY1624
 HY1624.The dynamic height is computed by dividing the NAVD 88
 HY1624.geopotential number by the normal gravity value computed on the
 HY1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1624.degrees latitude (g = 980.6199 gals.).
 HY1624
 HY1624.The modeled gravity was interpolated from observed gravity values.
 HY1624
 HY1624;                    North         East    Units  Estimated Accuracy
 HY1624;SPC KY1Z     - 1,201,220.    1,704,490.      MT  (+/- 180 meters Scaled)
 HY1624
 HY1624                          SUPERSEDED SURVEY CONTROL
 HY1624
 HY1624  NGVD 29 (??/??/92)  320.267  (m)         1050.74   (f) ADJ UNCH    1 1
 HY1624
 HY1624.Superseded values are not recommended for survey control.
 HY1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1624.See file dsdata.txt to determine how the superseded data were derived.
 HY1624
 HY1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC880222(NAD 83)
 HY1624_MARKER: DB = BENCH MARK DISK
 HY1624_SETTING: 66 = SET IN ROCK OUTCROP
 HY1624_SP_SET: BEDROCK
 HY1624_STAMPING: K 374 1967
 HY1624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1624+STABILITY: POSITION/ELEVATION WELL
 HY1624
 HY1624  HISTORY     - Date     Condition        Report By
 HY1624  HISTORY     - 1967     MONUMENTED       CGS
 HY1624  HISTORY     - 19970826 MARK NOT FOUND   KYDT
 HY1624
 HY1624                          STATION DESCRIPTION
 HY1624
 HY1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1624'3.4 MI SE FROM CLEARFIELD.
 HY1624'ABOUT 3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 519 FROM THE POST
 HY1624'OFFICE AT CLEARFIELD, ABOUT 0.4 MILE SOUTH OF THE JUNCTION OF
 HY1624'STATE HIGHWAY 1274, AT THE OUTSIDE OF A CURVE IN THE HIGHWAY,
 HY1624'ON THE SOUTH SLOPE OF A LONG CROOKED HILL, SET ON THE TOP OF THE
 HY1624'NORTHWEST END OF THE EXPOSED PORTION OF BEDROCK WHICH IS 10 FEET
 HY1624'LONG AND 2 1/2 FEET WIDE, 24 FEET SOUTHEAST OF THE CENTER LINE OF
 HY1624'THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 HY1624
 HY1624                          STATION RECOVERY (1997)
 HY1624
 HY1624'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY1624'BELIEVE THIS MARK TORN OUT BY PREVIOUS ROAD WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1590 ***********************************************************************
 HY1590  DESIGNATION -  K 375
 HY1590  PID         -  HY1590
 HY1590  STATE/COUNTY-  KY/CARTER
 HY1590  USGS QUAD   -  OLIVE HILL (1975)
 HY1590
 HY1590                         *CURRENT SURVEY CONTROL
 HY1590  ___________________________________________________________________
 HY1590* NAD 83(1986)-  38 15 53.     (N)    083 13 44.     (W)     SCALED    
 HY1590* NAVD 88     -       243.313  (meters)     798.27   (feet)  ADJUSTED  
 HY1590  ___________________________________________________________________
 HY1590  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HY1590  DYNAMIC HT  -         243.147 (meters)     797.72  (feet)  COMP
 HY1590  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 HY1590
 HY1590  VERT ORDER  -  FIRST     CLASS I
 HY1590
 HY1590.The horizontal coordinates were scaled from a topographic map and have
 HY1590.an estimated accuracy of +/- 6 seconds.
 HY1590
 HY1590.The orthometric height was determined by differential leveling
 HY1590.and adjusted by the National Geodetic Survey in June 1991..
 HY1590
 HY1590.The geoid height was determined by GEOID03.
 HY1590
 HY1590.The dynamic height is computed by dividing the NAVD 88
 HY1590.geopotential number by the normal gravity value computed on the
 HY1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1590.degrees latitude (g = 980.6199 gals.).
 HY1590
 HY1590.The modeled gravity was interpolated from observed gravity values.
 HY1590
 HY1590;                    North         East    Units  Estimated Accuracy
 HY1590;SPC KY1Z     - 1,217,330.    1,720,590.      MT  (+/- 180 meters Scaled)
 HY1590
 HY1590                          SUPERSEDED SURVEY CONTROL
 HY1590
 HY1590  NGVD 29 (??/??/92)  243.488  (m)          798.84   (f) ADJ UNCH    1 1
 HY1590
 HY1590.Superseded values are not recommended for survey control.
 HY1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1590.See file dsdata.txt to determine how the superseded data were derived.
 HY1590
 HY1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC050375(NAD 83)
 HY1590_MARKER: DB = BENCH MARK DISK
 HY1590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1590_SP_SET: ABUTMENT
 HY1590_STAMPING: K 375 1967
 HY1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1590
 HY1590  HISTORY     - Date     Condition        Report By
 HY1590  HISTORY     - 1967     MONUMENTED       CGS
 HY1590
 HY1590                          STATION DESCRIPTION
 HY1590
 HY1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1590'4.6 MI SW FROM OLIVE HILL.
 HY1590'ABOUT 4.65 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1590'FROM THE STATION AT OLIVE HILL, ABOUT 0.15 MILE WEST OF MILEPOST
 HY1590'564, ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 955 FROM THE
 HY1590'JUNCTION OF STATE HIGHWAY 174, AT SILICA, ABOUT 100 YARDS SOUTH
 HY1590'OF THE TRACK, SET ON THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 HY1590'ABUTMENT OF THE STATE HIGHWAY 955 BRIDGE OVER SOLDIERS FORK, 13
 HY1590'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH
 HY1590'THE HIGHWAY AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2154 ***********************************************************************
 HY2154  DESIGNATION -  K 38 RESET 1978
 HY2154  PID         -  HY2154
 HY2154  STATE/COUNTY-  KY/ROWAN
 HY2154  USGS QUAD   -  FARMERS (1975)
 HY2154
 HY2154                         *CURRENT SURVEY CONTROL
 HY2154  ___________________________________________________________________
 HY2154* NAD 83(1986)-  38 14 23.     (N)    083 30 34.     (W)     SCALED    
 HY2154* NAVD 88     -       270.75   (meters)     888.3    (feet)  RESET     
 HY2154  ___________________________________________________________________
 HY2154  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HY2154
 HY2154  VERT ORDER  -  THIRD
 HY2154
 HY2154.The horizontal coordinates were scaled from a topographic map and have
 HY2154.an estimated accuracy of +/- 6 seconds.
 HY2154
 HY2154.The orthometric height was computed from unverified reset data.
 HY2154.No vertical observational check was made to the station.
 HY2154
 HY2154.The geoid height was determined by GEOID03.
 HY2154
 HY2154;                    North         East    Units  Estimated Accuracy
 HY2154;SPC KY1Z     - 1,213,930.    1,696,120.      MT  (+/- 180 meters Scaled)
 HY2154
 HY2154                          SUPERSEDED SURVEY CONTROL
 HY2154
 HY2154  NGVD 29 (10/08/05)  270.91   (m)          888.8    (f) RESET       3  
 HY2154
 HY2154.Superseded values are not recommended for survey control.
 HY2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2154.See file dsdata.txt to determine how the superseded data were derived.
 HY2154
 HY2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC803353(NAD 83)
 HY2154_MARKER: DB = BENCH MARK DISK
 HY2154_SETTING: 0 = UNSPECIFIED SETTING
 HY2154_STAMPING: K 38 RESET 1978
 HY2154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2154
 HY2154  HISTORY     - Date     Condition        Report By
 HY2154  HISTORY     - 1978     MONUMENTED       NGS
 HY2154
 HY2154                          STATION DESCRIPTION
 HY2154
 HY2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 HY2154'11.3 KM (7.0 MI) NW FROM MOREHEAD.
 HY2154'11.3 KM (7.0 MI) NORTHWEST ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 HY2154'WITH U.S. HIGHWAY 60 IN MOREHEAD, IN TOP OF A ALUMINUM PRE-CAST
 HY2154'MONUMENT, 11.6 METERS (38.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 HY2154'HIGHWAY, 2.1 METERS (7.0 FT) NORTHEAST OF A YARD LIGHT POLE, AND
 HY2154'9.8 METERS (32.0 FT) NORTHEAST OF THE NORTH CORNER OF A FRAME HOUSE.
 HY2154'THE MARK IS 0.5 FT  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1904 ***********************************************************************
 GY1904  DESIGNATION -  K 380
 GY1904  PID         -  GY1904
 GY1904  STATE/COUNTY-  KY/BREATHITT
 GY1904  USGS QUAD   -  HADDIX (1972)
 GY1904
 GY1904                         *CURRENT SURVEY CONTROL
 GY1904  ___________________________________________________________________
 GY1904* NAD 83(1986)-  37 28 44.     (N)    083 21 29.     (W)     SCALED    
 GY1904* NAVD 88     -       232.753  (meters)     763.62   (feet)  ADJUSTED  
 GY1904  ___________________________________________________________________
 GY1904  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GY1904  DYNAMIC HT  -         232.575 (meters)     763.04  (feet)  COMP
 GY1904  MODELED GRAV-     979,859.8   (mgal)                       NAVD 88
 GY1904
 GY1904  VERT ORDER  -  FIRST     CLASS I
 GY1904
 GY1904.The horizontal coordinates were scaled from a topographic map and have
 GY1904.an estimated accuracy of +/- 6 seconds.
 GY1904
 GY1904.The orthometric height was determined by differential leveling
 GY1904.and adjusted by the National Geodetic Survey in June 1991..
 GY1904
 GY1904.The geoid height was determined by GEOID03.
 GY1904
 GY1904.The dynamic height is computed by dividing the NAVD 88
 GY1904.geopotential number by the normal gravity value computed on the
 GY1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1904.degrees latitude (g = 980.6199 gals.).
 GY1904
 GY1904.The modeled gravity was interpolated from observed gravity values.
 GY1904
 GY1904;                    North         East    Units  Estimated Accuracy
 GY1904;SPC KY1Z     - 1,129,850.    1,711,530.      MT  (+/- 180 meters Scaled)
 GY1904
 GY1904                          SUPERSEDED SURVEY CONTROL
 GY1904
 GY1904  NGVD 29 (??/??/92)  232.909  (m)          764.14   (f) ADJ UNCH    1 1
 GY1904
 GY1904.Superseded values are not recommended for survey control.
 GY1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1904.See file dsdata.txt to determine how the superseded data were derived.
 GY1904
 GY1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB914506(NAD 83)
 GY1904_MARKER: DB = BENCH MARK DISK
 GY1904_SETTING: 66 = SET IN ROCK OUTCROP
 GY1904_SP_SET: ROCK OUTCROP
 GY1904_STAMPING: K 380 1967
 GY1904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1904+STABILITY: POSITION/ELEVATION WELL
 GY1904
 GY1904  HISTORY     - Date     Condition        Report By
 GY1904  HISTORY     - 1967     MONUMENTED       CGS
 GY1904
 GY1904                          STATION DESCRIPTION
 GY1904
 GY1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1904'7.5 MI SE FROM JACKSON.
 GY1904'ABOUT 7.5 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1904'RAILROAD FROM THE STATION AT JACKSON, 6 POLES SOUTHWEST OF
 GY1904'MILEPOST 205, 8 RAILS NORTHEAST OF THE SOUTHEAST END OF A FOOTBRIDGE
 GY1904'OVER THE NORTH FORK KENTUCKY RIVER, 17 FEET SOUTHEAST OF THE
 GY1904'SOUTHEAST RAIL OF THE TRACK, SET IN THE TOP AND 10 INCHES SOUTHWEST
 GY1904'OF THE NORTHEAST EDGE OF A 4 1/2- X 9 1/2-FOOT ROCK OUTCROP
 GY1904'ABOUT LEVEL WITH THE GROUND ON THE SOUTHWEST SIDE, ABOUT 2 FEET
 GY1904'ABOVE THE LEVEL OF THE GROUND ON THE NORTHEAST SIDE, AND ABOUT
 GY1904'2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2001 ***********************************************************************
 GY2001  DESIGNATION -  K 381
 GY2001  PID         -  GY2001
 GY2001  STATE/COUNTY-  KY/PERRY
 GY2001  USGS QUAD   -  VICCO (1992)
 GY2001
 GY2001                         *CURRENT SURVEY CONTROL
 GY2001  ___________________________________________________________________
 GY2001* NAD 83(1986)-  37 11 24.     (N)    083 06 47.     (W)     SCALED    
 GY2001* NAVD 88     -       277.040  (meters)     908.92   (feet)  ADJUSTED  
 GY2001  ___________________________________________________________________
 GY2001  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GY2001  DYNAMIC HT  -         276.816 (meters)     908.19  (feet)  COMP
 GY2001  MODELED GRAV-     979,813.9   (mgal)                       NAVD 88
 GY2001
 GY2001  VERT ORDER  -  FIRST     CLASS I
 GY2001
 GY2001.The horizontal coordinates were scaled from a topographic map and have
 GY2001.an estimated accuracy of +/- 6 seconds.
 GY2001
 GY2001.The orthometric height was determined by differential leveling
 GY2001.and adjusted by the National Geodetic Survey in June 1991..
 GY2001
 GY2001.The geoid height was determined by GEOID03.
 GY2001
 GY2001.The dynamic height is computed by dividing the NAVD 88
 GY2001.geopotential number by the normal gravity value computed on the
 GY2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2001.degrees latitude (g = 980.6199 gals.).
 GY2001
 GY2001.The modeled gravity was interpolated from observed gravity values.
 GY2001
 GY2001;                    North         East    Units  Estimated Accuracy
 GY2001;SPC KY1Z     - 1,098,380.    1,734,100.      MT  (+/- 180 meters Scaled)
 GY2001
 GY2001                          SUPERSEDED SURVEY CONTROL
 GY2001
 GY2001  NGVD 29 (??/??/92)  277.198  (m)          909.44   (f) ADJ UNCH    1 1
 GY2001
 GY2001.Superseded values are not recommended for survey control.
 GY2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2001.See file dsdata.txt to determine how the superseded data were derived.
 GY2001
 GY2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB124180(NAD 83)
 GY2001_MARKER: DB = BENCH MARK DISK
 GY2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2001_STAMPING: K 381 1967
 GY2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2001+STABILITY: SURFACE MOTION
 GY2001
 GY2001  HISTORY     - Date     Condition        Report By
 GY2001  HISTORY     - 1967     MONUMENTED       CGS
 GY2001
 GY2001                          STATION DESCRIPTION
 GY2001
 GY2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY2001'11.2 MI SE FROM HAZARD.
 GY2001'ABOUT 11.15 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY2001'RAILROAD FROM THE STATION AT HAZARD, 0.45 MILE NORTH OF MILEPOST
 GY2001'254, 45 FEET EAST OF THE EAST RAIL OF THE TRACK, 32 1/2 FEET
 GY2001'NORTH OF A 2-INCH PIPE LINE WHICH PASSES BENEATH THE TRACK, 15
 GY2001'FEET NORTH OF THE CENTERLINE OF A TRAIL ROAD WHICH LEADS UP A
 GY2001'WOODED RAVINE, 17 FEET EAST OF THE CENTERLINE OF A DIRT ROAD,
 GY2001'4 1/2 FEET SOUTHEAST OF A 14-INCH APPLE TREE, 1.8 FEET NORTH OF
 GY2001'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE DIRT
 GY2001'ROAD, ABOUT 6 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 GY2001'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0883 ***********************************************************************
 GY0883  DESIGNATION -  K 382
 GY0883  PID         -  GY0883
 GY0883  STATE/COUNTY-  KY/LETCHER
 GY0883  USGS QUAD   -  WHITESBURG (1978)
 GY0883
 GY0883                         *CURRENT SURVEY CONTROL
 GY0883  ___________________________________________________________________
 GY0883* NAD 83(1986)-  37 06 56.     (N)    082 48 51.     (W)     SCALED    
 GY0883* NAVD 88     -       351.795  (meters)    1154.18   (feet)  ADJUSTED  
 GY0883  ___________________________________________________________________
 GY0883  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GY0883  DYNAMIC HT  -         351.499 (meters)    1153.21  (feet)  COMP
 GY0883  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 GY0883
 GY0883  VERT ORDER  -  FIRST     CLASS I
 GY0883
 GY0883.The horizontal coordinates were scaled from a topographic map and have
 GY0883.an estimated accuracy of +/- 6 seconds.
 GY0883
 GY0883.The orthometric height was determined by differential leveling
 GY0883.and adjusted by the National Geodetic Survey in June 1991..
 GY0883
 GY0883.The geoid height was determined by GEOID03.
 GY0883
 GY0883.The dynamic height is computed by dividing the NAVD 88
 GY0883.geopotential number by the normal gravity value computed on the
 GY0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0883.degrees latitude (g = 980.6199 gals.).
 GY0883
 GY0883.The modeled gravity was interpolated from observed gravity values.
 GY0883
 GY0883;                    North         East    Units  Estimated Accuracy
 GY0883;SPC KY1Z     - 1,090,920.    1,760,880.      MT  (+/- 180 meters Scaled)
 GY0883
 GY0883                          SUPERSEDED SURVEY CONTROL
 GY0883
 GY0883  NGVD 29 (??/??/92)  351.95   (m)         1154.7    (f) COMPUTED    1 1
 GY0883
 GY0883.Superseded values are not recommended for survey control.
 GY0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0883.See file dsdata.txt to determine how the superseded data were derived.
 GY0883
 GY0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB388092(NAD 83)
 GY0883_MARKER: DB = BENCH MARK DISK
 GY0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0883_SP_SET: STEP
 GY0883_STAMPING: K 382 1967
 GY0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0883+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2002
 GY0883
 GY0883  HISTORY     - Date     Condition        Report By
 GY0883  HISTORY     - 1967     MONUMENTED       CGS
 GY0883  HISTORY     - 20020522 GOOD             KYDT
 GY0883
 GY0883                          STATION DESCRIPTION
 GY0883
 GY0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY0883'0.6 MI E FROM WHITESBURG.
 GY0883'ABOUT 0.65 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY0883'FROM THE STATION AT WHITESBURG, 0.15 MILE NORTHWEST OF THE NORTHWEST
 GY0883'END OF A RAILROAD TUNNEL, 9 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 GY0883'RAIL OF THE TRACK, AND SET IN THE TOP OF THE 2ND STONE STEP BELOW
 GY0883'THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST STONE ABUTMENT OF
 GY0883'RAILROAD BRIDGE NUMBER 126 OVER THE NORTH FORK KENTUCKY RIVER.
 GY0883
 GY0883                          STATION RECOVERY (2002)
 GY0883
 GY0883'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0883'RAILROAD HAS BEEN ABANDONED, TRACKS TAKEN UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0062 ***********************************************************************
 GB0062  DESIGNATION -  K 386
 GB0062  PID         -  GB0062
 GB0062  STATE/COUNTY-  KY/MCCREARY
 GB0062  USGS QUAD   -  HAIL (1982)
 GB0062
 GB0062                         *CURRENT SURVEY CONTROL
 GB0062  ___________________________________________________________________
 GB0062* NAD 83(1986)-  36 53 13.     (N)    084 29 40.     (W)     SCALED    
 GB0062* NAVD 88     -       356.348  (meters)    1169.12   (feet)  ADJUSTED  
 GB0062  ___________________________________________________________________
 GB0062  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GB0062  DYNAMIC HT  -         356.069 (meters)    1168.20  (feet)  COMP
 GB0062  MODELED GRAV-     979,835.0   (mgal)                       NAVD 88
 GB0062
 GB0062  VERT ORDER  -  FIRST     CLASS I
 GB0062
 GB0062.The horizontal coordinates were scaled from a topographic map and have
 GB0062.an estimated accuracy of +/- 6 seconds.
 GB0062
 GB0062.The orthometric height was determined by differential leveling
 GB0062.and adjusted by the National Geodetic Survey in June 1991..
 GB0062
 GB0062.The geoid height was determined by GEOID03.
 GB0062
 GB0062.The dynamic height is computed by dividing the NAVD 88
 GB0062.geopotential number by the normal gravity value computed on the
 GB0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0062.degrees latitude (g = 980.6199 gals.).
 GB0062
 GB0062.The modeled gravity was interpolated from observed gravity values.
 GB0062
 GB0062;                    North         East    Units  Estimated Accuracy
 GB0062;SPC KY1Z     - 1,062,200.    1,611,930.      MT  (+/- 180 meters Scaled)
 GB0062
 GB0062                          SUPERSEDED SURVEY CONTROL
 GB0062
 GB0062  NGVD 29 (??/??/92)  356.504  (m)         1169.63   (f) ADJ UNCH    1 1
 GB0062
 GB0062.Superseded values are not recommended for survey control.
 GB0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0062.See file dsdata.txt to determine how the superseded data were derived.
 GB0062
 GB0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF232852(NAD 83)
 GB0062_MARKER: DB = BENCH MARK DISK
 GB0062_SETTING: 66 = SET IN ROCK OUTCROP
 GB0062_SP_SET: ROCK OUTCROP
 GB0062_STAMPING: K 386 1968
 GB0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0062+STABILITY: POSITION/ELEVATION WELL
 GB0062
 GB0062  HISTORY     - Date     Condition        Report By
 GB0062  HISTORY     - 1968     MONUMENTED       CGS
 GB0062
 GB0062                          STATION DESCRIPTION
 GB0062
 GB0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0062'4.2 MI N FROM PARKERS LAKE.
 GB0062'ABOUT 1.75 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0062'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, THENCE 1.0 MILE NORTH
 GB0062'ALONG THE SOUTHERN RAILWAY, THENCE 1.15 MILES NORTH ALONG AN
 GB0062'ABANDONED RAILROAD GRADE, THENCE 0.1 MILE EAST ALONG A TRAIL
 GB0062'ROAD, THENCE 0.15 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE 0.05
 GB0062'MILE EAST ALONG A GRAVELED ROAD, THENCE 0.05 MILE NORTH ALONG
 GB0062'U.S. HIGHWAY 27, OR ABOUT 3.0 MILES SOUTH ALONG THE SOUTHERN
 GB0062'RAILWAY FROM THE STATION AT BURNSIDE, THENCE 7.2 MILES SOUTHEAST
 GB0062'ALONG U.S. HIGHWAY 27, 31 FEET EAST OF THE CENTERLINE OF THE
 GB0062'HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP IN THE EAST BANK OF A
 GB0062'CUT FOR THE HIGHWAY, 0.3 MILE EAST OF BENCH MARK Q 149, 1.2 FEET
 GB0062'SOUTH OF A METAL WITNESS POST, AND ABOUT 1 FOOT ABOVE THE LEVEL
 GB0062'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AD9232 ***********************************************************************
 AD9232  DESIGNATION -  K 388 RESET
 AD9232  PID         -  AD9232
 AD9232  STATE/COUNTY-  KY/BARREN
 AD9232  USGS QUAD   -  GLASGOW NORTH (1979)
 AD9232
 AD9232                         *CURRENT SURVEY CONTROL
 AD9232  ___________________________________________________________________
 AD9232* NAD 83(1986)-  37 01 46.     (N)    085 57 40.     (W)     SCALED    
 AD9232* NAVD 88     -       212.72   (meters)     697.9    (feet)  RESET     
 AD9232  ___________________________________________________________________
 AD9232  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 AD9232
 AD9232  VERT ORDER  -  THIRD
 AD9232
 AD9232.The horizontal coordinates were scaled from a topographic map and have
 AD9232.an estimated accuracy of +/- 6 seconds.
 AD9232
 AD9232.The orthometric height was computed from unverified reset data.
 AD9232
 AD9232.The geoid height was determined by GEOID03.
 AD9232
 AD9232;                    North         East    Units  Estimated Accuracy
 AD9232;SPC KY1Z     - 1,077,280.    1,481,220.      MT  (+/- 180 meters Scaled)
 AD9232
 AD9232                          SUPERSEDED SURVEY CONTROL
 AD9232
 AD9232.No superseded survey control is available for this station.
 AD9232
 AD9232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF924986(NAD 83)
 AD9232_MARKER: DV = VERTICAL CONTROL DISK
 AD9232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9232_STAMPING: K 388 1968 RESET 1997
 AD9232_MARK LOGO: NGS   
 AD9232_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9232+STABILITY: SURFACE MOTION
 AD9232
 AD9232  HISTORY     - Date     Condition        Report By
 AD9232  HISTORY     - 1997     MONUMENTED       KYDT
 AD9232  HISTORY     - 20010823 MARK NOT FOUND   KYDT
 AD9232
 AD9232                          STATION DESCRIPTION
 AD9232
 AD9232'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 AD9232'2.65 MILES (4.26 KM) NORHWEST ALONG KY 90 FROM INTERSECTION WITH US 31
 AD9232'E BY-PASS IN GLASGOW, THENCE 1.5 MILES (2.4 KM) WEST AND SOUTH ALONG
 AD9232'DRIPPING SPRINGS ROAD, THENCE 0.35 MILE (0.56 KM) SOUTHEAST ALONG
 AD9232'MARTIN ROAD (GRAVEL) TO A GATE AND MARK ON THE LEFT, 37.6 FEET (11.5
 AD9232'M) EAST-NORTHEAST OF CENTERLINE OF GRAVEL ROAD AT JUNCTION OF A GRAVEL
 AD9232'ROAD WEST, 35.5 FEET (10.8 M) EAST OF EAST GATE POST, 14.9 FEET (4.5
 AD9232'M) SOUTHEAST OF A FENCE LINE, 50 FEET (15.2 M) SOUTHEAST OF A LARGE
 AD9232'OIL TANK, 60.4 FEET (18.4 M) NORTHEAST AND ACCROSS ROAD FROM 10 INCH
 AD9232'WALNUT TREE, 24.5 FEET (7.5 M) EAST-SOUTHEAST OF FENCE CORNER, 1 FOOT
 AD9232'(0.3 M) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST, SET IN TOP OF A
 AD9232'CONCRETE POST PROJECTING 1 INCH.
 AD9232
 AD9232                          STATION RECOVERY (2001)
 AD9232
 AD9232'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 AD9232'CONCRETE POST FOUND WITH TOP PORTION SHEARED OFF PROBABLY BY MOWING
 AD9232'MACHINE, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0385 ***********************************************************************
 HB0385  DESIGNATION -  K 389
 HB0385  PID         -  HB0385
 HB0385  STATE/COUNTY-  KY/MCCRACKEN
 HB0385  USGS QUAD   -  HEATH (1978)
 HB0385
 HB0385                         *CURRENT SURVEY CONTROL
 HB0385  ___________________________________________________________________
 HB0385* NAD 83(1986)-  37 03 46.     (N)    088 48 53.     (W)     SCALED    
 HB0385* NAVD 88     -       122.097  (meters)     400.58   (feet)  ADJUSTED  
 HB0385  ___________________________________________________________________
 HB0385  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HB0385  DYNAMIC HT  -         122.006 (meters)     400.28  (feet)  COMP
 HB0385  MODELED GRAV-     979,887.6   (mgal)                       NAVD 88
 HB0385
 HB0385  VERT ORDER  -  FIRST     CLASS I
 HB0385
 HB0385.The horizontal coordinates were scaled from a topographic map and have
 HB0385.an estimated accuracy of +/- 6 seconds.
 HB0385
 HB0385.The orthometric height was determined by differential leveling
 HB0385.and adjusted by the National Geodetic Survey in June 1991..
 HB0385
 HB0385.The geoid height was determined by GEOID03.
 HB0385
 HB0385.The dynamic height is computed by dividing the NAVD 88
 HB0385.geopotential number by the normal gravity value computed on the
 HB0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0385.degrees latitude (g = 980.6199 gals.).
 HB0385
 HB0385.The modeled gravity was interpolated from observed gravity values.
 HB0385
 HB0385;                    North         East    Units  Estimated Accuracy
 HB0385;SPC KY1Z     - 1,085,430.    1,227,480.      MT  (+/- 180 meters Scaled)
 HB0385
 HB0385                          SUPERSEDED SURVEY CONTROL
 HB0385
 HB0385  NGVD 29 (??/??/??)  122.052  (m)          400.43   (f) ADJUSTED    1 1
 HB0385
 HB0385.Superseded values are not recommended for survey control.
 HB0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0385.See file dsdata.txt to determine how the superseded data were derived.
 HB0385
 HB0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG386033(NAD 83)
 HB0385_MARKER: DB = BENCH MARK DISK
 HB0385_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HB0385_SP_SET: CULVERT HEADWALL
 HB0385_STAMPING: K 389 1968
 HB0385_MARK LOGO: CGS   
 HB0385_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0385+STABILITY: SURFACE MOTION
 HB0385
 HB0385  HISTORY     - Date     Condition        Report By
 HB0385  HISTORY     - 1968     MONUMENTED       CGS
 HB0385  HISTORY     - 19930801 GOOD             KYDT
 HB0385  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 HB0385
 HB0385                          STATION DESCRIPTION
 HB0385
 HB0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0385'4.4 MI E FROM KEVIL.
 HB0385'ABOUT 0.1 MILE SOUTH ALONG WALLACE AVENUE FROM THE POST OFFICE
 HB0385'AT KEVIL, THENCE 4.35 MILES EAST ALONG U.S. HIGHWAY 60, OR
 HB0385'ABOUT 0.3 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0385'THE POST OFFICE AT WEST PADUCAH TO MAXON CROSSING, THENCE 1.1
 HB0385'MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD, THENCE 3.1 MILES
 HB0385'WEST ALONG U.S. HIGHWAY 60, 146 YARDS WEST OF THE CENTER OF AN
 HB0385'INTERSECTION OF THE HIGHWAY AND KELLY ROAD, 109 YARDS WEST OF
 HB0385'THE SOUTHWEST CORNER OF A DX SERVICE STATION, SET IN THE CENTER
 HB0385'OF THE TOP OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT UNDER
 HB0385'THE HIGHWAY, 24 FEET NORTH OF THE CENTERLINE AND ABOUT 3 FEET
 HB0385'BELOW THE LEVEL OF THE HIGHWAY.
 HB0385
 HB0385                          STATION RECOVERY (1993)
 HB0385
 HB0385'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 HB0385'RECOVERED AS DESCRIBED.
 HB0385
 HB0385                          STATION RECOVERY (2003)
 HB0385
 HB0385'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0048 ***********************************************************************
 GZ0048  DESIGNATION -  K 39
 GZ0048  PID         -  GZ0048
 GZ0048  STATE/COUNTY-  KY/MADISON
 GZ0048  USGS QUAD   -  RICHMOND SOUTH (1987)
 GZ0048
 GZ0048                         *CURRENT SURVEY CONTROL
 GZ0048  ___________________________________________________________________
 GZ0048* NAD 83(1993)-  37 38 21.67506(N)    084 17 58.50424(W)     ADJUSTED  
 GZ0048* NAVD 88     -       275.836  (meters)     904.97   (feet)  ADJUSTED  
 GZ0048  ___________________________________________________________________
 GZ0048  X           -     502,313.112 (meters)                     COMP
 GZ0048  Y           -  -5,032,159.147 (meters)                     COMP
 GZ0048  Z           -   3,873,972.250 (meters)                     COMP
 GZ0048  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 GZ0048  ELLIP HEIGHT-         244.09  (meters)          (01/09/97) GPS OBS
 GZ0048  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GZ0048  DYNAMIC HT  -         275.630 (meters)     904.30  (feet)  COMP
 GZ0048  MODELED GRAV-     979,874.0   (mgal)                       NAVD 88
 GZ0048
 GZ0048  HORZ ORDER  -  FIRST
 GZ0048  VERT ORDER  -  SECOND    CLASS 0
 GZ0048  ELLP ORDER  -  FOURTH    CLASS I
 GZ0048
 GZ0048.The horizontal coordinates were established by GPS observations
 GZ0048.and adjusted by the National Geodetic Survey in January 1997..
 GZ0048
 GZ0048.The orthometric height was determined by differential leveling
 GZ0048.and adjusted by the National Geodetic Survey in June 1991..
 GZ0048
 GZ0048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ0048
 GZ0048.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0048
 GZ0048.The ellipsoidal height was determined by GPS observations
 GZ0048.and is referenced to NAD 83.
 GZ0048
 GZ0048.The geoid height was determined by GEOID03.
 GZ0048
 GZ0048.The dynamic height is computed by dividing the NAVD 88
 GZ0048.geopotential number by the normal gravity value computed on the
 GZ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0048.degrees latitude (g = 980.6199 gals.).
 GZ0048
 GZ0048.The modeled gravity was interpolated from observed gravity values.
 GZ0048
 GZ0048;                    North         East     Units Scale Factor Converg.
 GZ0048;SPC KY1Z     - 1,145,940.160 1,627,998.675   MT  0.99991346   +0 53 25.8
 GZ0048;SPC KY1Z     - 3,759,638.67  5,341,192.32   sFT  0.99991346   +0 53 25.8
 GZ0048;SPC KY S     -   645,919.252   628,004.700   MT  0.99995955   +0 52 46.6
 GZ0048;SPC KY S     - 2,119,153.41  2,060,378.75   sFT  0.99995955   +0 52 46.6
 GZ0048;UTM  16      - 4,169,232.265   738,268.262   MT  1.00029933   +1 38 59.6
 GZ0048
 GZ0048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0048!SPC KY1Z     -   0.99996170  x   0.99991346  =   0.99987516
 GZ0048!SPC KY S     -   0.99996170  x   0.99995955  =   0.99992125
 GZ0048!UTM  16      -   0.99996170  x   1.00029933  =   1.00026102
 GZ0048
 GZ0048                          SUPERSEDED SURVEY CONTROL
 GZ0048
 GZ0048  NAVD 88 (01/09/97)  275.84   (m)          905.0    (f) LEVELING    3  
 GZ0048  NGVD 29 (??/??/92)  275.988  (m)          905.47   (f) ADJ UNCH    2 0
 GZ0048
 GZ0048.Superseded values are not recommended for survey control.
 GZ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0048.See file dsdata.txt to determine how the superseded data were derived.
 GZ0048
 GZ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3826869232(NAD 83)
 GZ0048_MARKER: DB = BENCH MARK DISK
 GZ0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0048_SP_SET: HEADWALL
 GZ0048_STAMPING: K 39 1935 905.471
 GZ0048_MARK LOGO: CGS   
 GZ0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ0048+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 GZ0048
 GZ0048  HISTORY     - Date     Condition        Report By
 GZ0048  HISTORY     - 1935     MONUMENTED       CGS
 GZ0048  HISTORY     - 1958     POOR             NGS
 GZ0048  HISTORY     - 1961     GOOD             NGS
 GZ0048  HISTORY     - 19951001 GOOD             LOWE
 GZ0048  HISTORY     - 20011008 GOOD             KYDT
 GZ0048
 GZ0048                          STATION DESCRIPTION
 GZ0048
 GZ0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0048'4.9 MI N FROM BEREA.
 GZ0048'4.9 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0048'FROM THE STATION AT BEREA, MADISON COUNTY, 0.6 MILE NORTH OF
 GZ0048'WHITES STATION, 40 YARDS SOUTH OF MILEPOST C 127, AT RAILROAD
 GZ0048'BRIDGE NO. 49 OVER A SMALL STREAM, IN THE TOP OF THE WEST END
 GZ0048'OF THE NORTH ABUTMENT, 6 FEET WEST OF THE WEST RAIL, AND ABOUT
 GZ0048'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 39 1935.
 GZ0048
 GZ0048                          STATION RECOVERY (1961)
 GZ0048
 GZ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GZ0048'RECOVERED IN GOOD CONDITION.
 GZ0048
 GZ0048                          STATION RECOVERY (1995)
 GZ0048
 GZ0048'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GZ0048'RECOVERED AS DESCRIBED.
 GZ0048
 GZ0048                          STATION RECOVERY (2001)
 GZ0048
 GZ0048'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (GT)
 GZ0048'ABOUT 5.5 MILES NORTH ALONG US 25 FROM THE JUNCTION WITH KY 21 AT
 GZ0048'BEREA, THENCE 1.7 MILES WEST ALONG MENALAUS ROAD TO CSX RAILROAD
 GZ0048'CROSSING, THENCE 0.4 MILE SOUTH ALONG RAILROAD TO BRIDGE OVER SILVER
 GZ0048'CREEK AND MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0248 ***********************************************************************
 HB0248  DESIGNATION -  K 390
 HB0248  PID         -  HB0248
 HB0248  STATE/COUNTY-  KY/MARSHALL
 HB0248  USGS QUAD   -  CALVERT CITY (1993)
 HB0248
 HB0248                         *CURRENT SURVEY CONTROL
 HB0248  ___________________________________________________________________
 HB0248* NAD 83(1986)-  37 01 55.     (N)    088 21 00.     (W)     SCALED    
 HB0248* NAVD 88     -       106.383  (meters)     349.02   (feet)  ADJUSTED  
 HB0248  ___________________________________________________________________
 HB0248  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HB0248  DYNAMIC HT  -         106.304 (meters)     348.77  (feet)  COMP
 HB0248  MODELED GRAV-     979,889.8   (mgal)                       NAVD 88
 HB0248
 HB0248  VERT ORDER  -  FIRST     CLASS I
 HB0248
 HB0248.The horizontal coordinates were scaled from a topographic map and have
 HB0248.an estimated accuracy of +/- 6 seconds.
 HB0248
 HB0248.The orthometric height was determined by differential leveling
 HB0248.and adjusted by the National Geodetic Survey in June 1991..
 HB0248
 HB0248.The geoid height was determined by GEOID03.
 HB0248
 HB0248.The dynamic height is computed by dividing the NAVD 88
 HB0248.geopotential number by the normal gravity value computed on the
 HB0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0248.degrees latitude (g = 980.6199 gals.).
 HB0248
 HB0248.The modeled gravity was interpolated from observed gravity values.
 HB0248
 HB0248;                    North         East    Units  Estimated Accuracy
 HB0248;SPC KY1Z     - 1,080,760.    1,268,690.      MT  (+/- 180 meters Scaled)
 HB0248
 HB0248                          SUPERSEDED SURVEY CONTROL
 HB0248
 HB0248  NGVD 29 (??/??/??)  106.437  (m)          349.20   (f) ADJUSTED    1 1
 HB0248
 HB0248.Superseded values are not recommended for survey control.
 HB0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0248.See file dsdata.txt to determine how the superseded data were derived.
 HB0248
 HB0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF799992(NAD 83)
 HB0248_MARKER: DB = BENCH MARK DISK
 HB0248_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB0248_SP_SET: 35 FEET
 HB0248_STAMPING: K 390 1968
 HB0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0248
 HB0248  HISTORY     - Date     Condition        Report By
 HB0248  HISTORY     - 1968     MONUMENTED       CGS
 HB0248  HISTORY     - 1971     GOOD             NGS
 HB0248
 HB0248                          STATION DESCRIPTION
 HB0248
 HB0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0248'AT CALVERT CITY.
 HB0248'AT CALVERT CITY, 42 FEET SOUTHEAST OF THE CENTER OF A CROSSING
 HB0248'OF THE ILLINOIS CENTRAL RAILROAD AND STATE HIGHWAY 95, 0.1 MILE
 HB0248'WEST OF MILEPOST 209, 14 FEET SOUTH OF THE SOUTH RAIL OF THE
 HB0248'SOUTH TRACK, 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 41
 HB0248'FEET NORTH OF THE CENTERLINE OF RAILROAD AVENUE WHICH PARALLELS
 HB0248'THE TRACKS, 40 1/2 FEET WEST OF TELEPHONE POLE NUMBER F 42 E AND
 HB0248'IN LINE WITH A ROW OF TELEPHONE POLES, 76 FEET NORTH OF THE
 HB0248'NORTHWEST CORNER OF DRAFFENS DEPARTMENT STORE, 1.2 FEET NORTHWEST
 HB0248'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 HB0248'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 HB0248'DRIVEN TO A DEPTH OF 35 FEET AND IS ENCASED IN A 6-INCH CAST IRON
 HB0248'PIPE WHICH PROJECTS 7 INCHES.
 HB0248
 HB0248                          STATION RECOVERY (1971)
 HB0248
 HB0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HB0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0900 ***********************************************************************
 HA0900  DESIGNATION -  K 391
 HA0900  PID         -  HA0900
 HA0900  STATE/COUNTY-  KY/CALDWELL
 HA0900  USGS QUAD   -  PRINCETON WEST (1967)
 HA0900
 HA0900                         *CURRENT SURVEY CONTROL
 HA0900  ___________________________________________________________________
 HA0900* NAD 83(1986)-  37 05 43.     (N)    087 58 54.     (W)     SCALED    
 HA0900* NAVD 88     -       163.836  (meters)     537.52   (feet)  ADJUSTED  
 HA0900  ___________________________________________________________________
 HA0900  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HA0900  DYNAMIC HT  -         163.712 (meters)     537.11  (feet)  COMP
 HA0900  MODELED GRAV-     979,871.8   (mgal)                       NAVD 88
 HA0900
 HA0900  VERT ORDER  -  FIRST     CLASS I
 HA0900
 HA0900.The horizontal coordinates were scaled from a topographic map and have
 HA0900.an estimated accuracy of +/- 6 seconds.
 HA0900
 HA0900.The orthometric height was determined by differential leveling
 HA0900.and adjusted by the National Geodetic Survey in June 1991..
 HA0900
 HA0900.The geoid height was determined by GEOID03.
 HA0900
 HA0900.The dynamic height is computed by dividing the NAVD 88
 HA0900.geopotential number by the normal gravity value computed on the
 HA0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0900.degrees latitude (g = 980.6199 gals.).
 HA0900
 HA0900.The modeled gravity was interpolated from observed gravity values.
 HA0900
 HA0900;                    North         East    Units  Estimated Accuracy
 HA0900;SPC KY1Z     - 1,086,940.    1,301,620.      MT  (+/- 180 meters Scaled)
 HA0900
 HA0900                          SUPERSEDED SURVEY CONTROL
 HA0900
 HA0900  NGVD 29 (??/??/92)  163.894  (m)          537.71   (f) ADJ UNCH    1 1
 HA0900
 HA0900.Superseded values are not recommended for survey control.
 HA0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0900.See file dsdata.txt to determine how the superseded data were derived.
 HA0900
 HA0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG127058(NAD 83)
 HA0900_MARKER: DB = BENCH MARK DISK
 HA0900_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HA0900_SP_SET: 27 FEET
 HA0900_STAMPING: K 391 1968
 HA0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0900
 HA0900  HISTORY     - Date     Condition        Report By
 HA0900  HISTORY     - 1968     MONUMENTED       CGS
 HA0900
 HA0900                          STATION DESCRIPTION
 HA0900
 HA0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HA0900'5.8 MI W FROM PRINCETON.
 HA0900'ABOUT 0.2 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS
 HA0900'STATE HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL COUNTY COURTHOUSE
 HA0900'AT PRINCETON TO THE ILLINOIS CENTRAL RAILROAD OVERPASS, THENCE
 HA0900'0.5 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD TO A
 HA0900'RAILROAD JUNCTION, THENCE 5.1 MILES WEST ALONG THE ILLINOIS CENTRAL
 HA0900'RAILROAD, OR ABOUT 0.1 MILE SOUTHEAST ALONG EAST MAIN STREET FROM
 HA0900'THE POST OFFICE AT EDDYVILLE, THENCE 1.35 MILES NORTHEAST ALONG
 HA0900'U.S. HIGHWAYS 62 AND 641, THENCE 4.75 MILES EAST ALONG U.S. HIGHWAY
 HA0900'62, THENCE 0.6 MILE SOUTH ALONG A GRAVELED ROAD, 0.15 MILE EAST
 HA0900'OF A SIGN WHICH READS DULANEY STATION, 169 FEET NORTH OF THE NORTH
 HA0900'RAIL OF THE MAIN TRACK, 138 FEET NORTH OF THE NORTH RAIL OF A
 HA0900'SIDETRACK, 53 FEET NORTHWEST OF THE CENTERLINE OF THE GRAVELED
 HA0900'ROAD, 8 FEET EAST OF A 26-INCH OAK TREE, 1 1/2 FEET SOUTH OF A
 HA0900'FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 7 FEET BELOW
 HA0900'THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 HA0900'ROD THAT IS DRIVEN TO A DEPTH OF 27 FEET AND IS ENCASED IN A 6-INCH
 HA0900'CAST IRON PIPE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE5439 ***********************************************************************
 AE5439  DESIGNATION -  K 392 RESET
 AE5439  PID         -  AE5439
 AE5439  STATE/COUNTY-  KY/CHRISTIAN
 AE5439  USGS QUAD   -  PEMBROKE (1981)
 AE5439
 AE5439                         *CURRENT SURVEY CONTROL
 AE5439  ___________________________________________________________________
 AE5439* NAD 83(1986)-  36 51 06.     (N)    087 22 11.     (W)     SCALED    
 AE5439* NAVD 88     -       172.94   (meters)     567.4    (feet)  RESET     
 AE5439  ___________________________________________________________________
 AE5439  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AE5439
 AE5439  VERT ORDER  -  THIRD
 AE5439
 AE5439.The horizontal coordinates were scaled from a topographic map and have
 AE5439.an estimated accuracy of +/- 6 seconds.
 AE5439
 AE5439.The orthometric height was computed from unverified reset data.
 AE5439
 AE5439.The geoid height was determined by GEOID03.
 AE5439
 AE5439;                    North         East    Units  Estimated Accuracy
 AE5439;SPC KY1Z     - 1,058,780.    1,355,540.      MT  (+/- 180 meters Scaled)
 AE5439
 AE5439                          SUPERSEDED SURVEY CONTROL
 AE5439
 AE5439.No superseded survey control is available for this station.
 AE5439
 AE5439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF670784(NAD 83)
 AE5439_MARKER: DV = VERTICAL CONTROL DISK
 AE5439_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE5439_SP_SET: CULVERT HEADWALL
 AE5439_STAMPING: K 392 1968 RESET 1997
 AE5439_MARK LOGO: NGS   
 AE5439_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5439+STABILITY: SURFACE MOTION
 AE5439
 AE5439  HISTORY     - Date     Condition        Report By
 AE5439  HISTORY     - 1997     MONUMENTED       KYDT
 AE5439
 AE5439                          STATION DESCRIPTION
 AE5439
 AE5439'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 AE5439'1.2 MILES (1.9 KM) EAST ALONG US 68 FROM JUNCTION OF NEW HOPKINSVILLE
 AE5439'BYPASS, ABOUT 1.5 MILES (2.4 KM) WEST ALONG OLD US 68 FROM THE
 AE5439'JEFFERSON DAVIS MONUMENT AT FAIRVIEW, KENTUCKY.  THENCE 2.5 MILES (4.0
 AE5439'KM) WEST ALONG NEW US 68 (4 LANE HIGHWAY) , AT A CROSSROAD, 65 FEET
 AE5439'(19.8 M) NORTH OF CENTERLINE OF WEST BOUND LANE OF US 68, SET IN THE
 AE5439'TOP AND CENTER OF THE NORTH HEADWALL OF A 20 FOOT (6.1 M) DOUBLE
 AE5439'BARRELL CONCRETE BOX CULVERT UNDER HIGHWAY, 102 FEET (31.1 M) EAST OF
 AE5439'CENTERLINE OF MILLS LANE (GRAVEL) , ABOUT 8 FEET (2.4 M) BELOW LEVEL
 AE5439'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0467 ***********************************************************************
 GD0467  DESIGNATION -  K 393
 GD0467  PID         -  GD0467
 GD0467  STATE/COUNTY-  KY/BALLARD
 GD0467  USGS QUAD   -  WICKLIFFE (1983)
 GD0467
 GD0467                         *CURRENT SURVEY CONTROL
 GD0467  ___________________________________________________________________
 GD0467* NAD 83(1986)-  36 56 20.     (N)    089 04 58.     (W)     SCALED    
 GD0467* NAVD 88     -        95.880  (meters)     314.57   (feet)  ADJUSTED  
 GD0467  ___________________________________________________________________
 GD0467  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0467  DYNAMIC HT  -          95.808 (meters)     314.33  (feet)  COMP
 GD0467  MODELED GRAV-     979,879.6   (mgal)                       NAVD 88
 GD0467
 GD0467  VERT ORDER  -  FIRST     CLASS I
 GD0467
 GD0467.The horizontal coordinates were scaled from a topographic map and have
 GD0467.an estimated accuracy of +/- 6 seconds.
 GD0467
 GD0467.The orthometric height was determined by differential leveling
 GD0467.and adjusted by the National Geodetic Survey in June 1991..
 GD0467
 GD0467.The geoid height was determined by GEOID03.
 GD0467
 GD0467.The dynamic height is computed by dividing the NAVD 88
 GD0467.geopotential number by the normal gravity value computed on the
 GD0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0467.degrees latitude (g = 980.6199 gals.).
 GD0467
 GD0467.The modeled gravity was interpolated from observed gravity values.
 GD0467
 GD0467;                    North         East    Units  Estimated Accuracy
 GD0467;SPC KY1Z     - 1,072,510.    1,203,160.      MT  (+/- 180 meters Scaled)
 GD0467
 GD0467                          SUPERSEDED SURVEY CONTROL
 GD0467
 GD0467  NGVD 29 (??/??/??)   95.766  (m)          314.19   (f) ADJUSTED    1 1
 GD0467
 GD0467.Superseded values are not recommended for survey control.
 GD0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0467.See file dsdata.txt to determine how the superseded data were derived.
 GD0467
 GD0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF145901(NAD 83)
 GD0467_MARKER: DB = BENCH MARK DISK
 GD0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0467_SP_SET: CULVERT
 GD0467_STAMPING: K 393 1974
 GD0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0467+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2002
 GD0467
 GD0467  HISTORY     - Date     Condition        Report By
 GD0467  HISTORY     - 1974     MONUMENTED       NGS
 GD0467  HISTORY     - 20020423 GOOD             USACE
 GD0467
 GD0467                          STATION DESCRIPTION
 GD0467
 GD0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0467'2.1 MI SW FROM WICKLIFFE.
 GD0467'ABOUT 2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 GD0467'COURTHOUSE AT WICKLIFFE, 74 FEET NORTHEAST OF THE CENTER LINE OF
 GD0467'THE HIGHWAY, 36.5 FEET SOUTHEAST OF THE CENTER LINE OF ASPHALT
 GD0467'(MAIN ENTRANCE TO THE WESTVACO PAPER COMPANY), 14.5 FEET SOUTHEAST
 GD0467'OF A STEEL GUARD RAIL, SET IN TOP AND CENTER OF THE SOUTHEAST
 GD0467'CONCRETE HEADWALL OF A 6 FT BY 3 FT BOX CULVERT UNDER ENTRANCE
 GD0467'TO WESTVACO COMPANY, 6 1/2 FEET BELOW HIGHWAY.
 GD0467
 GD0467                          STATION RECOVERY (2002)
 GD0467
 GD0467'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0647 ***********************************************************************
 GD0647  DESIGNATION -  K 394
 GD0647  PID         -  GD0647
 GD0647  STATE/COUNTY-  KY/FULTON
 GD0647  USGS QUAD   -  CAYCE (1982)
 GD0647
 GD0647                         *CURRENT SURVEY CONTROL
 GD0647  ___________________________________________________________________
 GD0647* NAD 83(1986)-  36 33 42.     (N)    089 03 07.     (W)     SCALED    
 GD0647* NAVD 88     -       100.416  (meters)     329.45   (feet)  ADJUSTED  
 GD0647  ___________________________________________________________________
 GD0647  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GD0647  DYNAMIC HT  -         100.338 (meters)     329.19  (feet)  COMP
 GD0647  MODELED GRAV-     979,854.1   (mgal)                       NAVD 88
 GD0647
 GD0647  VERT ORDER  -  FIRST     CLASS I
 GD0647
 GD0647.The horizontal coordinates were scaled from a topographic map and have
 GD0647.an estimated accuracy of +/- 6 seconds.
 GD0647
 GD0647.The orthometric height was determined by differential leveling
 GD0647.and adjusted by the National Geodetic Survey in June 1991..
 GD0647
 GD0647.The geoid height was determined by GEOID03.
 GD0647
 GD0647.The dynamic height is computed by dividing the NAVD 88
 GD0647.geopotential number by the normal gravity value computed on the
 GD0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0647.degrees latitude (g = 980.6199 gals.).
 GD0647
 GD0647.The modeled gravity was interpolated from observed gravity values.
 GD0647
 GD0647;                    North         East    Units  Estimated Accuracy
 GD0647;SPC KY1Z     - 1,030,570.    1,204,420.      MT  (+/- 180 meters Scaled)
 GD0647
 GD0647                          SUPERSEDED SURVEY CONTROL
 GD0647
 GD0647  NGVD 29 (??/??/??)  100.349  (m)          329.23   (f) ADJUSTED    1 1
 GD0647
 GD0647.Superseded values are not recommended for survey control.
 GD0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0647.See file dsdata.txt to determine how the superseded data were derived.
 GD0647
 GD0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF163482(NAD 83)
 GD0647_MARKER: DB = BENCH MARK DISK
 GD0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0647_SP_SET: CULVERT
 GD0647_STAMPING: K 394 1974
 GD0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0647+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2002
 GD0647
 GD0647  HISTORY     - Date     Condition        Report By
 GD0647  HISTORY     - 1974     MONUMENTED       NGS
 GD0647  HISTORY     - 20020418 GOOD             USACE
 GD0647
 GD0647                          STATION DESCRIPTION
 GD0647
 GD0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0647'1.2 MI NW FROM CAYCE.
 GD0647'ABOUT 1.25 MILES NORTHWEST ALONG STATE HIGHWAY 94 FROM THE
 GD0647'INTERSECTION OF STATE HIGHWAY 239 AT CAYCE, AT A CURVE IN THE
 GD0647'ROAD SET HORIZONTALLY IN THE TOP CENTER OF THE SOUTHEAST HEADWALL
 GD0647'OF AN 8-FOOT CONCRETE BOX CULVERT WITH WINGWALLS, 11.7 FEET
 GD0647'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4.9 FEET SOUTHWEST
 GD0647'OF THE NORTHEAST END OF THE CULVERT, 4.9 FEET NORTHEAST OF THE
 GD0647'SOUTHWEST END, 0.5 FOOT ABOVE THE HIGHWAY.
 GD0647
 GD0647                          STATION RECOVERY (2002)
 GD0647
 GD0647'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5288 ***********************************************************************
 DG5288  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5288  DESIGNATION -  K 394X
 DG5288  PID         -  DG5288
 DG5288  STATE/COUNTY-  KY/FULTON
 DG5288  USGS QUAD   -  CAYCE (1982)
 DG5288
 DG5288                         *CURRENT SURVEY CONTROL
 DG5288  ___________________________________________________________________
 DG5288* NAD 83(1993)-  36 33 42.15600(N)    089 03 06.95395(W)     ADJUSTED  
 DG5288* NAVD 88     -       100.74   (meters)     330.5    (feet)  GPS OBS   
 DG5288  ___________________________________________________________________
 DG5288  X           -      84,868.130 (meters)                     COMP
 DG5288  Y           -  -5,128,471.891 (meters)                     COMP
 DG5288  Z           -   3,778,480.358 (meters)                     COMP
 DG5288  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DG5288  ELLIP HEIGHT-          72.66  (meters)          (04/05/04) GPS OBS
 DG5288  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DG5288
 DG5288  HORZ ORDER  -  B
 DG5288  ELLP ORDER  -  FOURTH    CLASS II
 DG5288
 DG5288.The horizontal coordinates were established by GPS observations
 DG5288.and adjusted by the National Geodetic Survey in April 2004..
 DG5288
 DG5288.The orthometric height was determined by GPS observations and a
 DG5288.high-resolution geoid model using precise GPS observation and
 DG5288.processing techniques. It supersedes the leveled height previously
 DG5288.determined for this station.
 DG5288
 DG5288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5288
 DG5288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5288
 DG5288.The ellipsoidal height was determined by GPS observations
 DG5288.and is referenced to NAD 83.
 DG5288
 DG5288.The geoid height was determined by GEOID03.
 DG5288
 DG5288;                    North         East     Units Scale Factor Converg.
 DG5288;SPC KY1Z     - 1,030,577.377 1,204,423.960   MT  1.00016558   -2 01 38.1
 DG5288;SPC KY1Z     - 3,381,152.61  3,951,514.28   sFT  1.00016558   -2 01 38.1
 DG5288;SPC KY S     -   530,509.086   204,460.880   MT  1.00003558   -2 00 09.0
 DG5288;SPC KY S     - 1,740,511.89    670,802.07   sFT  1.00003558   -2 00 09.0
 DG5288;UTM  16      - 4,048,212.405   316,373.143   MT  1.00001544   -1 13 21.6
 DG5288
 DG5288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5288!SPC KY1Z     -   0.99998860  x   1.00016558  =   1.00015418
 DG5288!SPC KY S     -   0.99998860  x   1.00003558  =   1.00002418
 DG5288!UTM  16      -   0.99998860  x   1.00001544  =   1.00000404
 DG5288
 DG5288                          SUPERSEDED SURVEY CONTROL
 DG5288
 DG5288  NAVD 88 (04/05/04)  100.72   (m)          330.4    (f) LEVELING    3  
 DG5288
 DG5288.Superseded values are not recommended for survey control.
 DG5288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5288.See file dsdata.txt to determine how the superseded data were derived.
 DG5288
 DG5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1637348212(NAD 83)
 DG5288_MARKER: F = FLANGE-ENCASED ROD
 DG5288_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5288+WITH SETTING: INFORMATION.
 DG5288_STAMPING: K 394X 2002
 DG5288_MARK LOGO: USACE 
 DG5288_PROJECTION: RECESSED 8 CENTIMETERS
 DG5288_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5288+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 DG5288_ROD/PIPE-DEPTH: 2.1  meters
 DG5288
 DG5288  HISTORY     - Date     Condition        Report By
 DG5288  HISTORY     - 20020619 MONUMENTED       EMCINC
 DG5288  HISTORY     - 20030714 GOOD             EMCINC
 DG5288
 DG5288                          STATION DESCRIPTION
 DG5288
 DG5288'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5288'MARK IS LOCATED WEST OF CAYCE, KENTUCKY.TO REACH THE MARK FROM THE
 DG5288'INTERSECTION OF STATE HIGHWAY 239 AND STATE HIGHWAY 94, PROCEED WEST
 DG5288'ON STATE HIGHWAY 94, 1.94 KILOMETERS (1.2 MILES) TO MARK ON THE
 DG5288'EFT.MARK IS 87.0 METERS (288.0 FEET) EAST OF NGS BENCHMARK K 394, 8.3
 DG5288'METERS (27.2 FEET) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 94 AND 0.3
 DG5288'METERS (1.0 FEET) NORTH OF A CARSONITE WITNESS POST.THE MARK IS A U.S.
 DG5288'ARMY CORPS OF ENGINEERS ALUMINUM CAP SET ON AN ALUMINUM ROD, RECESSED
 DG5288'0.1 METERS (0.3 FEET) BELOW GROUND.
 DG5288' 
 DG5288'
 DG5288
 DG5288                          STATION RECOVERY (2003)
 DG5288
 DG5288'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DG5288'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0834 ***********************************************************************
 HA0834  DESIGNATION -  K 40
 HA0834  PID         -  HA0834
 HA0834  STATE/COUNTY-  KY/WEBSTER
 HA0834  USGS QUAD   -  PROVIDENCE (1954)
 HA0834
 HA0834                         *CURRENT SURVEY CONTROL
 HA0834  ___________________________________________________________________
 HA0834* NAD 83(1986)-  37 23 38.     (N)    087 45 39.     (W)     SCALED    
 HA0834* NAVD 88     -       116.464  (meters)     382.10   (feet)  ADJUSTED  
 HA0834  ___________________________________________________________________
 HA0834  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HA0834  DYNAMIC HT  -         116.379 (meters)     381.82  (feet)  COMP
 HA0834  MODELED GRAV-     979,897.6   (mgal)                       NAVD 88
 HA0834
 HA0834  VERT ORDER  -  SECOND    CLASS 0
 HA0834
 HA0834.The horizontal coordinates were scaled from a topographic map and have
 HA0834.an estimated accuracy of +/- 6 seconds.
 HA0834
 HA0834.The orthometric height was determined by differential leveling
 HA0834.and adjusted by the National Geodetic Survey in June 1991..
 HA0834
 HA0834.The geoid height was determined by GEOID03.
 HA0834
 HA0834.The dynamic height is computed by dividing the NAVD 88
 HA0834.geopotential number by the normal gravity value computed on the
 HA0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0834.degrees latitude (g = 980.6199 gals.).
 HA0834
 HA0834.The modeled gravity was interpolated from observed gravity values.
 HA0834
 HA0834;                    North         East    Units  Estimated Accuracy
 HA0834;SPC KY1Z     - 1,119,620.    1,321,960.      MT  (+/- 180 meters Scaled)
 HA0834
 HA0834                          SUPERSEDED SURVEY CONTROL
 HA0834
 HA0834  NGVD 29 (??/??/92)  116.560  (m)          382.41   (f) ADJ UNCH    2 0
 HA0834
 HA0834.Superseded values are not recommended for survey control.
 HA0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0834.See file dsdata.txt to determine how the superseded data were derived.
 HA0834
 HA0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG326388(NAD 83)
 HA0834_MARKER: DB = BENCH MARK DISK
 HA0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0834_STAMPING: K 40 1934
 HA0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0834+STABILITY: SURFACE MOTION
 HA0834
 HA0834  HISTORY     - Date     Condition        Report By
 HA0834  HISTORY     - 1934     MONUMENTED       CGS
 HA0834  HISTORY     - 1952     MARK NOT FOUND   USGS
 HA0834  HISTORY     - 1954     MARK NOT FOUND   USGS
 HA0834
 HA0834                          STATION DESCRIPTION
 HA0834
 HA0834'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HA0834'AT PROVIDENCE.
 HA0834'AT PROVIDENCE, WEBSTER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0834'RAILROAD, 110 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE
 HA0834'STATION, 122 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF
 HA0834'SOUTH BROADWAY, 41.8 FEET NORTHWEST OF THE NORTH END OF THE WEST
 HA0834'ABUTMENT OF BRIDGE 389, 13.7 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 HA0834'1/2 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED K 40 1934
 HA0834'AND SET IN THE TOP OF A CONCRETE POST.
 HA0834
 HA0834                          STATION RECOVERY (1954)
 HA0834
 HA0834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HA0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2045 ***********************************************************************
 GC2045  DESIGNATION -  K 400
 GC2045  PID         -  GC2045
 GC2045  STATE/COUNTY-  KY/TODD
 GC2045  USGS QUAD   -  ALLENSVILLE (1950)
 GC2045
 GC2045                         *CURRENT SURVEY CONTROL
 GC2045  ___________________________________________________________________
 GC2045* NAD 83(1986)-  36 41 46.     (N)    087 07 24.     (W)     SCALED    
 GC2045* NAVD 88     -       172.457  (meters)     565.80   (feet)  ADJUSTED  
 GC2045  ___________________________________________________________________
 GC2045  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GC2045  DYNAMIC HT  -         172.319 (meters)     565.35  (feet)  COMP
 GC2045  MODELED GRAV-     979,824.5   (mgal)                       NAVD 88
 GC2045
 GC2045  VERT ORDER  -  FIRST     CLASS II
 GC2045
 GC2045.The horizontal coordinates were scaled from a topographic map and have
 GC2045.an estimated accuracy of +/- 6 seconds.
 GC2045
 GC2045.The orthometric height was determined by differential leveling
 GC2045.and adjusted by the National Geodetic Survey in June 1991..
 GC2045
 GC2045.The geoid height was determined by GEOID03.
 GC2045
 GC2045.The dynamic height is computed by dividing the NAVD 88
 GC2045.geopotential number by the normal gravity value computed on the
 GC2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2045.degrees latitude (g = 980.6199 gals.).
 GC2045
 GC2045.The modeled gravity was interpolated from observed gravity values.
 GC2045
 GC2045;                    North         East    Units  Estimated Accuracy
 GC2045;SPC KY1Z     - 1,041,170.    1,377,260.      MT  (+/- 180 meters Scaled)
 GC2045
 GC2045                          SUPERSEDED SURVEY CONTROL
 GC2045
 GC2045.No superseded survey control is available for this station.
 GC2045
 GC2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF889611(NAD 83)
 GC2045_MARKER: I = METAL ROD
 GC2045_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GC2045+WITH SETTING: INFORMATION.
 GC2045_SP_SET: SHALLOW SET METAL ROD
 GC2045_STAMPING: K 400 1984
 GC2045_MARK LOGO: NGS   
 GC2045_PROJECTION: FLUSH
 GC2045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2045_ROD/PIPE-DEPTH: 1.83 meters
 GC2045
 GC2045  HISTORY     - Date     Condition        Report By
 GC2045  HISTORY     - 1984     MONUMENTED       NGS
 GC2045
 GC2045                          STATION DESCRIPTION
 GC2045
 GC2045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2045'8.0 KM (5.0 MI) NE FROM GUTHRIE.
 GC2045'0.1 KM (0.05 MI) EAST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 GC2045'GUTHRIE, THENCE 1.4 KM (0.9 MI) NORTHWEST ALONG STATE HIGHWAY 346,
 GC2045'THENCE 6.5 KM (4.05 MI) NORTHEAST ALONG U.S. HIGHWAY 79 TO THE
 GC2045'JUNCTION OF SNADRON MILL ROAD ON THE RIGHT AND THE MARK ON THE LEFT,
 GC2045'10.73 METERS (35.2 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GC2045'57.61 METERS (189.0 FT) SOUTHWEST OF THE EXTENDED CENTER OF SNADRON
 GC2045'MILL ROAD, 45.66 METERS (149.8 FT) SOUTHWEST OF A TELEPHONE JUNCTION
 GC2045'BOX, AND 4.18 METERS (13.7 FT) SOUTHWEST OF THE NORTHEAST END OF A
 GC2045'FENCE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 GC2045'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 GC2045'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2628 ***********************************************************************
 GZ2628  DESIGNATION -  K 402
 GZ2628  PID         -  GZ2628
 GZ2628  STATE/COUNTY-  KY/PULASKI
 GZ2628  USGS QUAD   -  SOMERSET (1987)
 GZ2628
 GZ2628                         *CURRENT SURVEY CONTROL
 GZ2628  ___________________________________________________________________
 GZ2628* NAD 83(1986)-  37 05 03.     (N)    084 36 24.     (W)     SCALED    
 GZ2628* NAVD 88     -       280.029  (meters)     918.73   (feet)  ADJUSTED  
 GZ2628  ___________________________________________________________________
 GZ2628  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GZ2628  DYNAMIC HT  -         279.812 (meters)     918.02  (feet)  COMP
 GZ2628  MODELED GRAV-     979,845.0   (mgal)                       NAVD 88
 GZ2628
 GZ2628  VERT ORDER  -  FIRST     CLASS II
 GZ2628
 GZ2628.The horizontal coordinates were scaled from a topographic map and have
 GZ2628.an estimated accuracy of +/- 6 seconds.
 GZ2628
 GZ2628.The orthometric height was determined by differential leveling
 GZ2628.and adjusted by the National Geodetic Survey in June 1991..
 GZ2628
 GZ2628.The geoid height was determined by GEOID03.
 GZ2628
 GZ2628.The dynamic height is computed by dividing the NAVD 88
 GZ2628.geopotential number by the normal gravity value computed on the
 GZ2628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2628.degrees latitude (g = 980.6199 gals.).
 GZ2628
 GZ2628.The modeled gravity was interpolated from observed gravity values.
 GZ2628
 GZ2628;                    North         East    Units  Estimated Accuracy
 GZ2628;SPC KY1Z     - 1,083,950.    1,601,660.      MT  (+/- 180 meters Scaled)
 GZ2628
 GZ2628                          SUPERSEDED SURVEY CONTROL
 GZ2628
 GZ2628.No superseded survey control is available for this station.
 GZ2628
 GZ2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG127068(NAD 83)
 GZ2628_MARKER: DB = BENCH MARK DISK
 GZ2628_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2628_SP_SET: ROCK OUTCROP
 GZ2628_STAMPING: K 402 1985
 GZ2628_MARK LOGO: NGS   
 GZ2628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2628+STABILITY: POSITION/ELEVATION WELL
 GZ2628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2628+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 GZ2628
 GZ2628  HISTORY     - Date     Condition        Report By
 GZ2628  HISTORY     - 1985     MONUMENTED       NGS
 GZ2628  HISTORY     - 20050512 GOOD             KYDT
 GZ2628
 GZ2628                          STATION DESCRIPTION
 GZ2628
 GZ2628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2628'IN SOMERSET.
 GZ2628'IN SOMERSET, 0.2 KM (0.1 MI) EAST ALONG SWAIN STREET FROM THE JUNCTION
 GZ2628'OF SOUTH MAIN STREET TO THE MARK ON THE RIGHT, IN TOP OF A ROCK
 GZ2628'OUTCROP, 4.0 METERS (13.0 FT) SOUTH OF THE SOUTH CURB OF SWAIN STREET,
 GZ2628'10.45 METERS (34.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL
 GZ2628'STORM DRAIN, 2.13 METERS (7.0 FT) NORTH OF A CHAIN LINK FENCE.
 GZ2628'THE MARK IS 0.23 METERS  E FROM  A WITNESS POST
 GZ2628'THE MARK IS 0.45 M ABOVE STREETS.
 GZ2628
 GZ2628                          STATION RECOVERY (2005)
 GZ2628
 GZ2628'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ2628'SWAIN STREET HAS BEEN RENAMED DEARL WHITAKER LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2654 ***********************************************************************
 GZ2654  DESIGNATION -  K 403
 GZ2654  PID         -  GZ2654
 GZ2654  STATE/COUNTY-  KY/BOYLE
 GZ2654  USGS QUAD   -  JUNCTION CITY (1979)
 GZ2654
 GZ2654                         *CURRENT SURVEY CONTROL
 GZ2654  ___________________________________________________________________
 GZ2654* NAD 83(1986)-  37 34 36.     (N)    084 46 04.     (W)     SCALED    
 GZ2654* NAVD 88     -       306.982  (meters)    1007.16   (feet)  ADJUSTED  
 GZ2654  ___________________________________________________________________
 GZ2654  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GZ2654  DYNAMIC HT  -         306.743 (meters)    1006.37  (feet)  COMP
 GZ2654  MODELED GRAV-     979,844.1   (mgal)                       NAVD 88
 GZ2654
 GZ2654  VERT ORDER  -  FIRST     CLASS II
 GZ2654
 GZ2654.The horizontal coordinates were scaled from a topographic map and have
 GZ2654.an estimated accuracy of +/- 6 seconds.
 GZ2654
 GZ2654.The orthometric height was determined by differential leveling
 GZ2654.and adjusted by the National Geodetic Survey in June 1991..
 GZ2654
 GZ2654.The geoid height was determined by GEOID03.
 GZ2654
 GZ2654.The dynamic height is computed by dividing the NAVD 88
 GZ2654.geopotential number by the normal gravity value computed on the
 GZ2654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2654.degrees latitude (g = 980.6199 gals.).
 GZ2654
 GZ2654.The modeled gravity was interpolated from observed gravity values.
 GZ2654
 GZ2654;                    North         East    Units  Estimated Accuracy
 GZ2654;SPC KY1Z     - 1,138,450.    1,586,760.      MT  (+/- 180 meters Scaled)
 GZ2654
 GZ2654                          SUPERSEDED SURVEY CONTROL
 GZ2654
 GZ2654.No superseded survey control is available for this station.
 GZ2654
 GZ2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG971611(NAD 83)
 GZ2654_MARKER: I = METAL ROD
 GZ2654_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GZ2654+WITH SETTING: INFORMATION.
 GZ2654_SP_SET: STAINLESS STEEL ROD
 GZ2654_STAMPING: K 403 1985
 GZ2654_MARK LOGO: NGS   
 GZ2654_PROJECTION: FLUSH
 GZ2654_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2654+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1995
 GZ2654_ROD/PIPE-DEPTH: 3.0  meters
 GZ2654
 GZ2654  HISTORY     - Date     Condition        Report By
 GZ2654  HISTORY     - 1985     MONUMENTED       NGS
 GZ2654  HISTORY     - 19951010 GOOD             LOWE
 GZ2654
 GZ2654                          STATION DESCRIPTION
 GZ2654
 GZ2654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2654'1.8 KM (1.1 MI) NORTH FROM SHELBY CITY.
 GZ2654'1.8 KM (1.1 MI) NORTH ALONG U.S. HIGHWAY 127 FROM THE JUNCTION OF
 GZ2654'STATE HIGHWAY 1273 IN SHELBY CITY TO THE MARK ON THE LEFT, AT THE
 GZ2654'JUNCTION OF BONTA LANE.  IT IS 9.6 METERS (31.5 FT) WEST OF THE
 GZ2654'CENTERLINE OF U.S. HIGHWAY 127, 5.94 METERS (19.5 FT) NORTH OF THE
 GZ2654'CENTER OF BONTA LANE, 5.48 METERS (18.0 FT) SOUTH OF THE CENTER OF A
 GZ2654'PAVED ENTRANCE DRIVE LEADING UP TO A SINGLE STORY BRICK HOUSE,
 GZ2654'2.13 METERS (7.0 FT) WEST OF A METAL POST WITH SIGN (BONTA LANE) AND
 GZ2654'0.45 METER (1.5 FT) WEST OF A TELEPHONE POLE.  NOTE--ACCESS TO DATUM
 GZ2654'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GZ2654'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 GZ2654
 GZ2654                          STATION RECOVERY (1995)
 GZ2654
 GZ2654'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 GZ2654'1995 RECOVERY.  STATION IS LOCATED IN SHELBY CITY ON THE COUNTY RIGHT
 GZ2654'OF WAY.  TO REACH FROM THE JUNCTION OF NEW U.S.  HIGHWAY 127 AND STATE
 GZ2654'HIGHWAY 300, GO NORTH 1.45 MILES (2.33 KM) ON NEW U.S.  HIGHWAY 127 TO
 GZ2654'THE STATION ON THE LEFT AT THE JUNCTION OF BONTA LANE.  STATION IS
 GZ2654'31.5 FEET (9.6 M) WEST FROM THE CENTERLINE OF NEW U.S. HIGHWAY 127,
 GZ2654'19.5 FEET (5.9 M) NORTH OF THE CENTER OF BONTA LANE, 18.0 FEET (5.5 M)
 GZ2654'SOUTH OF THE CENTER OF PINE HILL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1255 ***********************************************************************
 HA1255  DESIGNATION -  K 405
 HA1255  PID         -  HA1255
 HA1255  STATE/COUNTY-  KY/CRITTENDEN
 HA1255  USGS QUAD   -  BLACKFORD (1954)
 HA1255
 HA1255                         *CURRENT SURVEY CONTROL
 HA1255  ___________________________________________________________________
 HA1255* NAD 83(1986)-  37 27 18.     (N)    087 57 26.     (W)     SCALED    
 HA1255* NAVD 88     -       115.221  (meters)     378.02   (feet)  ADJUSTED  
 HA1255  ___________________________________________________________________
 HA1255  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HA1255  DYNAMIC HT  -         115.137 (meters)     377.75  (feet)  COMP
 HA1255  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 HA1255
 HA1255  VERT ORDER  -  FIRST     CLASS II
 HA1255
 HA1255.The horizontal coordinates were scaled from a topographic map and have
 HA1255.an estimated accuracy of +/- 6 seconds.
 HA1255
 HA1255.The orthometric height was determined by differential leveling
 HA1255.and adjusted by the National Geodetic Survey in June 1991..
 HA1255
 HA1255.The geoid height was determined by GEOID03.
 HA1255
 HA1255.The dynamic height is computed by dividing the NAVD 88
 HA1255.geopotential number by the normal gravity value computed on the
 HA1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1255.degrees latitude (g = 980.6199 gals.).
 HA1255
 HA1255.The modeled gravity was interpolated from observed gravity values.
 HA1255
 HA1255;                    North         East    Units  Estimated Accuracy
 HA1255;SPC KY1Z     - 1,126,800.    1,304,740.      MT  (+/- 180 meters Scaled)
 HA1255
 HA1255                          SUPERSEDED SURVEY CONTROL
 HA1255
 HA1255.No superseded survey control is available for this station.
 HA1255
 HA1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG153457(NAD 83)
 HA1255_MARKER: I = METAL ROD
 HA1255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1255_SP_SET: STAINLESS STEEL ROD
 HA1255_STAMPING: K 405 1986
 HA1255_MARK LOGO: NGS   
 HA1255_PROJECTION: FLUSH
 HA1255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1255+STABILITY: POSITION/ELEVATION WELL
 HA1255_ROD/PIPE-DEPTH: 14.6 meters
 HA1255
 HA1255  HISTORY     - Date     Condition        Report By
 HA1255  HISTORY     - 1986     MONUMENTED       NGS
 HA1255
 HA1255                          STATION DESCRIPTION
 HA1255
 HA1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1255'12.2 KM (7.6 MI) SE FROM STURGIS.
 HA1255'12.2 KM (7.6 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HA1255'WITH STATE HIGHWAY 109 IN STURGIS, 0.4 KM (0.25 MI) SOUTHWEST OF
 HA1255'BLACKFORD CHURCH ROAD, 12.3 M (40.4 FT) NORTHEAST OF THE CENTER OF A
 HA1255'GATE AND FIELD ENTRANCE, 10.5 M (34.4 FT) SOUTHWEST OF A FENCE CORNER,
 HA1255'AND 8.7 M (28.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 HA1255'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1255'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 HA1255'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1282 ***********************************************************************
 HA1282  DESIGNATION -  K 406
 HA1282  PID         -  HA1282
 HA1282  STATE/COUNTY-  KY/HENDERSON
 HA1282  USGS QUAD   -  WILSON (1993)
 HA1282
 HA1282                         *CURRENT SURVEY CONTROL
 HA1282  ___________________________________________________________________
 HA1282* NAD 83(1986)-  37 45 16.     (N)    087 41 57.     (W)     SCALED    
 HA1282* NAVD 88     -       134.891  (meters)     442.55   (feet)  ADJUSTED  
 HA1282  ___________________________________________________________________
 HA1282  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HA1282  DYNAMIC HT  -         134.798 (meters)     442.25  (feet)  COMP
 HA1282  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 HA1282
 HA1282  VERT ORDER  -  FIRST     CLASS II
 HA1282
 HA1282.The horizontal coordinates were scaled from a topographic map and have
 HA1282.an estimated accuracy of +/- 6 seconds.
 HA1282
 HA1282.The orthometric height was determined by differential leveling
 HA1282.and adjusted by the National Geodetic Survey in June 1991..
 HA1282
 HA1282.The geoid height was determined by GEOID03.
 HA1282
 HA1282.The dynamic height is computed by dividing the NAVD 88
 HA1282.geopotential number by the normal gravity value computed on the
 HA1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1282.degrees latitude (g = 980.6199 gals.).
 HA1282
 HA1282.The modeled gravity was interpolated from observed gravity values.
 HA1282
 HA1282;                    North         East    Units  Estimated Accuracy
 HA1282;SPC KY1Z     - 1,159,510.    1,328,260.      MT  (+/- 180 meters Scaled)
 HA1282
 HA1282                          SUPERSEDED SURVEY CONTROL
 HA1282
 HA1282.No superseded survey control is available for this station.
 HA1282
 HA1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG384788(NAD 83)
 HA1282_MARKER: I = METAL ROD
 HA1282_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1282_SP_SET: STAINLESS STEEL ROD
 HA1282_STAMPING: K 406 1986
 HA1282_MARK LOGO: NGS   
 HA1282_PROJECTION: FLUSH
 HA1282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1282+STABILITY: POSITION/ELEVATION WELL
 HA1282_ROD/PIPE-DEPTH: 6.4  meters
 HA1282
 HA1282  HISTORY     - Date     Condition        Report By
 HA1282  HISTORY     - 1986     MONUMENTED       NGS
 HA1282
 HA1282                          STATION DESCRIPTION
 HA1282
 HA1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1282'16.6 KM (10.3 MI) SW FROM HENDERSON.
 HA1282'16.6 KM (10.3 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 60 FROM ITS
 HA1282'JUNCTION WITH U.S. HIGHWAY 41 IN HENDERSON, 93.0 M (305.1 FT)
 HA1282'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.7 M (12.1 FT) SOUTHWEST
 HA1282'OF THE CENTER OF DIAMAOND ISLAND ROAD, AND 3.3 M (10.8 FT) NORTHWEST
 HA1282'OF A UTILITY POLE WITH TWO GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS
 HA1282'HAD THROUGH A 5-INCH LOGO CAP.
 HA1282'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 HA1282'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1250 ***********************************************************************
 HA1250  DESIGNATION -  K 407
 HA1250  PID         -  HA1250
 HA1250  STATE/COUNTY-  KY/CALDWELL
 HA1250  USGS QUAD   -  PRINCETON WEST (1967)
 HA1250
 HA1250                         *CURRENT SURVEY CONTROL
 HA1250  ___________________________________________________________________
 HA1250* NAD 83(1986)-  37 07 21.     (N)    087 53 35.     (W)     SCALED    
 HA1250* NAVD 88     -       156.483  (meters)     513.39   (feet)  ADJUSTED  
 HA1250  ___________________________________________________________________
 HA1250  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 HA1250  DYNAMIC HT  -         156.365 (meters)     513.01  (feet)  COMP
 HA1250  MODELED GRAV-     979,872.9   (mgal)                       NAVD 88
 HA1250
 HA1250  VERT ORDER  -  FIRST     CLASS II
 HA1250
 HA1250.The horizontal coordinates were scaled from a topographic map and have
 HA1250.an estimated accuracy of +/- 6 seconds.
 HA1250
 HA1250.The orthometric height was determined by differential leveling
 HA1250.and adjusted by the National Geodetic Survey in June 1991..
 HA1250
 HA1250.The geoid height was determined by GEOID03.
 HA1250
 HA1250.The dynamic height is computed by dividing the NAVD 88
 HA1250.geopotential number by the normal gravity value computed on the
 HA1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1250.degrees latitude (g = 980.6199 gals.).
 HA1250
 HA1250.The modeled gravity was interpolated from observed gravity values.
 HA1250
 HA1250;                    North         East    Units  Estimated Accuracy
 HA1250;SPC KY1Z     - 1,089,770.    1,309,570.      MT  (+/- 180 meters Scaled)
 HA1250
 HA1250                          SUPERSEDED SURVEY CONTROL
 HA1250
 HA1250.No superseded survey control is available for this station.
 HA1250
 HA1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG206088(NAD 83)
 HA1250_MARKER: DB = BENCH MARK DISK
 HA1250_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HA1250_SP_SET: PIER
 HA1250_STAMPING: K 407 1986
 HA1250_MARK LOGO: NGS   
 HA1250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1250+STABILITY: POSITION/ELEVATION WELL
 HA1250
 HA1250  HISTORY     - Date     Condition        Report By
 HA1250  HISTORY     - 1986     MONUMENTED       NGS
 HA1250
 HA1250                          STATION DESCRIPTION
 HA1250
 HA1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1250'IN PRINCETON.
 HA1250'IN PRINCETON, AT THE JUNCTION OF STATE HIGHWAY 91 AND THE WESTERN
 HA1250'KENTUCKY PARKWAY, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY
 HA1250'1 OF 3 COLUMNS OF THE CENTER PIER OF THE HIGHWAY OVERPASS, 8.4 M
 HA1250'(27.6 FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 HA1250'PARKWAY, 8.2 M (26.9 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND
 HA1250'LANES OF THE PARKWAY, AND 3.2 M (10.5 FT) SOUTHEAST OF THE CENTER OF
 HA1250'THE HIGHWAY.
 HA1250'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ2895 ***********************************************************************
 JZ2895  DESIGNATION -  K 408
 JZ2895  PID         -  JZ2895
 JZ2895  STATE/COUNTY-  KY/KENTON
 JZ2895  USGS QUAD   -  COVINGTON (1987)
 JZ2895
 JZ2895                         *CURRENT SURVEY CONTROL
 JZ2895  ___________________________________________________________________
 JZ2895* NAD 83(1986)-  39 03 18.     (N)    084 34 08.     (W)     SCALED    
 JZ2895* NAVD 88     -       229.680  (meters)     753.54   (feet)  ADJUSTED  
 JZ2895  ___________________________________________________________________
 JZ2895  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2895  DYNAMIC HT  -         229.535 (meters)     753.07  (feet)  COMP
 JZ2895  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 JZ2895
 JZ2895  VERT ORDER  -  FIRST     CLASS II
 JZ2895
 JZ2895.The horizontal coordinates were scaled from a topographic map and have
 JZ2895.an estimated accuracy of +/- 6 seconds.
 JZ2895
 JZ2895.The orthometric height was determined by differential leveling
 JZ2895.and adjusted by the National Geodetic Survey in June 1991..
 JZ2895
 JZ2895.The geoid height was determined by GEOID03.
 JZ2895
 JZ2895.The dynamic height is computed by dividing the NAVD 88
 JZ2895.geopotential number by the normal gravity value computed on the
 JZ2895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2895.degrees latitude (g = 980.6199 gals.).
 JZ2895
 JZ2895.The modeled gravity was interpolated from observed gravity values.
 JZ2895
 JZ2895;                    North         East    Units  Estimated Accuracy
 JZ2895;SPC KY1Z     - 1,302,730.    1,602,250.      MT  (+/- 180 meters Scaled)
 JZ2895
 JZ2895                          SUPERSEDED SURVEY CONTROL
 JZ2895
 JZ2895.No superseded survey control is available for this station.
 JZ2895
 JZ2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ103256(NAD 83)
 JZ2895_MARKER: I = METAL ROD
 JZ2895_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2895_SP_SET: STAINLESS STEEL ROD
 JZ2895_STAMPING: K 408 1986
 JZ2895_MARK LOGO: NGS   
 JZ2895_PROJECTION: FLUSH
 JZ2895_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ2895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2895_ROD/PIPE-DEPTH: 4.5  meters
 JZ2895
 JZ2895  HISTORY     - Date     Condition        Report By
 JZ2895  HISTORY     - 1986     MONUMENTED       NGS
 JZ2895  HISTORY     - 19971020 GOOD             NGS
 JZ2895
 JZ2895                          STATION DESCRIPTION
 JZ2895
 JZ2895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2895'0.8 KM (0.5 MI) NE FROM CRESCENT SPRINGS.
 JZ2895'0.8 KM (0.5 MI) NORTHEAST ALONG BROMLEY AND CRESCENT SPRINGS ROAD NO.
 JZ2895'1005 FROM THE INTERSECTION OF STATE HIGHWAY 371 IN CRESCENT SPRINGS TO
 JZ2895'THE MARK ON THE RIGHT AND AT THE SOUTHEAST CORNER OF A FENCE
 JZ2895'SURROUNDING AN ELECTRIC SUBSTATION, 13.2 METERS (43.5 FT) NORTHWEST OF
 JZ2895'THE CENTER OF THE ROAD, 19.2 METERS (63.0 FT) SOUTHWEST OF THE CENTER
 JZ2895'OF BEECHWOOD ROAD NO. 1011, 0.39 METER (1.3 FT) NORTHEAST OF THE
 JZ2895'SOUTHEAST CORNER OF THE FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JZ2895'THROUGH A 5-INCH LOGO CAP.
 JZ2895'THE MARK IS 0.18 M BELOW ROAD 1005.
 JZ2895
 JZ2895                          STATION RECOVERY (1997)
 JZ2895
 JZ2895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 JZ2895'RECOVERED AS DESCRIBED.  ALL DISTANCES AND DIRECTIONS ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1988 ***********************************************************************
 HZ1988  DESIGNATION -  K 409
 HZ1988  PID         -  HZ1988
 HZ1988  STATE/COUNTY-  KY/FAYETTE
 HZ1988  USGS QUAD   -  GEORGETOWN (1993)
 HZ1988
 HZ1988                         *CURRENT SURVEY CONTROL
 HZ1988  ___________________________________________________________________
 HZ1988* NAD 83(1986)-  38 07 54.     (N)    084 31 50.     (W)     SCALED    
 HZ1988* NAVD 88     -       290.204  (meters)     952.11   (feet)  ADJUSTED  
 HZ1988  ___________________________________________________________________
 HZ1988  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ1988  DYNAMIC HT  -         289.993 (meters)     951.42  (feet)  COMP
 HZ1988  MODELED GRAV-     979,892.8   (mgal)                       NAVD 88
 HZ1988
 HZ1988  VERT ORDER  -  FIRST     CLASS II
 HZ1988
 HZ1988.The horizontal coordinates were scaled from a topographic map and have
 HZ1988.an estimated accuracy of +/- 6 seconds.
 HZ1988
 HZ1988.The orthometric height was determined by differential leveling
 HZ1988.and adjusted by the National Geodetic Survey in June 1991..
 HZ1988
 HZ1988.The geoid height was determined by GEOID03.
 HZ1988
 HZ1988.The dynamic height is computed by dividing the NAVD 88
 HZ1988.geopotential number by the normal gravity value computed on the
 HZ1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1988.degrees latitude (g = 980.6199 gals.).
 HZ1988
 HZ1988.The modeled gravity was interpolated from observed gravity values.
 HZ1988
 HZ1988;                    North         East    Units  Estimated Accuracy
 HZ1988;SPC KY1Z     - 1,200,280.    1,606,900.      MT  (+/- 180 meters Scaled)
 HZ1988
 HZ1988                          SUPERSEDED SURVEY CONTROL
 HZ1988
 HZ1988.No superseded survey control is available for this station.
 HZ1988
 HZ1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH164233(NAD 83)
 HZ1988_MARKER: DB = BENCH MARK DISK
 HZ1988_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HZ1988_SP_SET: MASSIVE RETAINING WALL
 HZ1988_STAMPING: K 409 1986
 HZ1988_MARK LOGO: NGS   
 HZ1988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1988
 HZ1988  HISTORY     - Date     Condition        Report By
 HZ1988  HISTORY     - 1986     MONUMENTED       NGS
 HZ1988
 HZ1988                          STATION DESCRIPTION
 HZ1988
 HZ1988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ1988'9.4 KM (5.85 MI) SOUTH FROM GEORGETOWN.
 HZ1988'9.4 KM (5.85 MI) SOUTH ALONG U.S. HIGHWAY 25 FROM THE COURTHOUSE IN
 HZ1988'GEORGETOWN TO THE BRIDGE OVER THE SOUTHERN RAILROAD AND THE MARK IN
 HZ1988'THE SOUTHEAST END OF THE BRIDGE, ALSO 6.8 KM (4.2 MI) NORTH ALONG
 HZ1988'U.S. HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAY 4 (NEW CIRCLE
 HZ1988'ROAD) ON THE NORTH SIDE OF LEXINGTON, 6.4 METERS (21.3 FT) SOUTH OF
 HZ1988'THE CENTERLINE OF THE HIGHWAY.
 HZ1988'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2678 ***********************************************************************
 GZ2678  DESIGNATION -  K 410
 GZ2678  PID         -  GZ2678
 GZ2678  STATE/COUNTY-  KY/JESSAMINE
 GZ2678  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ2678
 GZ2678                         *CURRENT SURVEY CONTROL
 GZ2678  ___________________________________________________________________
 GZ2678* NAD 83(1986)-  37 54 46.     (N)    084 33 47.     (W)     SCALED    
 GZ2678* NAVD 88     -       306.639  (meters)    1006.03   (feet)  ADJUSTED  
 GZ2678  ___________________________________________________________________
 GZ2678  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 GZ2678  DYNAMIC HT  -         306.407 (meters)    1005.27  (feet)  COMP
 GZ2678  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 GZ2678
 GZ2678  VERT ORDER  -  FIRST     CLASS II
 GZ2678
 GZ2678.The horizontal coordinates were scaled from a topographic map and have
 GZ2678.an estimated accuracy of +/- 6 seconds.
 GZ2678
 GZ2678.The orthometric height was determined by differential leveling
 GZ2678.and adjusted by the National Geodetic Survey in June 1991..
 GZ2678
 GZ2678.The geoid height was determined by GEOID03.
 GZ2678
 GZ2678.The dynamic height is computed by dividing the NAVD 88
 GZ2678.geopotential number by the normal gravity value computed on the
 GZ2678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2678.degrees latitude (g = 980.6199 gals.).
 GZ2678
 GZ2678.The modeled gravity was interpolated from observed gravity values.
 GZ2678
 GZ2678;                    North         East    Units  Estimated Accuracy
 GZ2678;SPC KY1Z     - 1,175,950.    1,604,360.      MT  (+/- 180 meters Scaled)
 GZ2678
 GZ2678                          SUPERSEDED SURVEY CONTROL
 GZ2678
 GZ2678.No superseded survey control is available for this station.
 GZ2678
 GZ2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG142989(NAD 83)
 GZ2678_MARKER: DB = BENCH MARK DISK
 GZ2678_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ2678_SP_SET: HEADWALL
 GZ2678_STAMPING: K 410 1986
 GZ2678_MARK LOGO: NGS   
 GZ2678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2678+STABILITY: SURFACE MOTION
 GZ2678
 GZ2678  HISTORY     - Date     Condition        Report By
 GZ2678  HISTORY     - 1986     MONUMENTED       NGS
 GZ2678
 GZ2678                          STATION DESCRIPTION
 GZ2678
 GZ2678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 GZ2678'3.9 KM (2.4 MI) NE FROM NICHOLASVILLE.
 GZ2678'3.5 KM (2.2 MI) NORTHEAST ALONG U.S. HIGHWAY 27 FROM THE COUNTY
 GZ2678'COURTHOUSE IN NICHOLASVILLE, THENCE 0.3 KM (0.2 MI) NORTHWEST ALONG
 GZ2678'BAKER LANE TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTHWEST END OF
 GZ2678'THE NORTHWEST HEADWALL OF A CONCRETE PIPE CULVERT UNDER THE SOUTHERN
 GZ2678'RAILROAD, 6.10 METERS (20.0 FT) NORTH OF THE CENTER OF BAKER LANE,
 GZ2678'7.77 METERS (25.5 FT) WEST OF THE WEST RAIL OF THE TRACKS.
 GZ2678'NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE A ROD IN THE AREA, BUT WOULD
 GZ2678'NOT ANCHOR.
 GZ2678'THE MARK IS 0.91 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0089 ***********************************************************************
 GZ0089  DESIGNATION -  K 42
 GZ0089  PID         -  GZ0089
 GZ0089  STATE/COUNTY-  KY/MADISON
 GZ0089  USGS QUAD   -  BIGHILL (1979)
 GZ0089
 GZ0089                         *CURRENT SURVEY CONTROL
 GZ0089  ___________________________________________________________________
 GZ0089* NAD 83(1986)-  37 33 18.     (N)    084 12 31.     (W)     SCALED    
 GZ0089* NAVD 88     -       246.580  (meters)     808.99   (feet)  ADJUSTED  
 GZ0089  ___________________________________________________________________
 GZ0089  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GZ0089  DYNAMIC HT  -         246.394 (meters)     808.38  (feet)  COMP
 GZ0089  MODELED GRAV-     979,868.7   (mgal)                       NAVD 88
 GZ0089
 GZ0089  VERT ORDER  -  SECOND    CLASS 0
 GZ0089
 GZ0089.The horizontal coordinates were scaled from a topographic map and have
 GZ0089.an estimated accuracy of +/- 6 seconds.
 GZ0089
 GZ0089.The orthometric height was determined by differential leveling
 GZ0089.and adjusted by the National Geodetic Survey in June 1991..
 GZ0089.WARNING-Repeat measurements at this control monument indicate possible
 GZ0089.vertical movement.
 GZ0089
 GZ0089.The geoid height was determined by GEOID03.
 GZ0089
 GZ0089.The dynamic height is computed by dividing the NAVD 88
 GZ0089.geopotential number by the normal gravity value computed on the
 GZ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0089.degrees latitude (g = 980.6199 gals.).
 GZ0089
 GZ0089.The modeled gravity was interpolated from observed gravity values.
 GZ0089
 GZ0089;                    North         East    Units  Estimated Accuracy
 GZ0089;SPC KY1Z     - 1,136,710.    1,636,180.      MT  (+/- 180 meters Scaled)
 GZ0089
 GZ0089                          SUPERSEDED SURVEY CONTROL
 GZ0089
 GZ0089  NGVD 29 (??/??/92)  246.732  (m)          809.49   (f) ADJ UNCH    2 0
 GZ0089
 GZ0089.Superseded values are not recommended for survey control.
 GZ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0089.See file dsdata.txt to determine how the superseded data were derived.
 GZ0089
 GZ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG465601(NAD 83)
 GZ0089_MARKER: DB = BENCH MARK DISK
 GZ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0089_STAMPING: K 42 1935 809.487
 GZ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0089+STABILITY: SURFACE MOTION
 GZ0089
 GZ0089  HISTORY     - Date     Condition        Report By
 GZ0089  HISTORY     - 1935     MONUMENTED       CGS
 GZ0089  HISTORY     - 1950     GOOD             NGS
 GZ0089  HISTORY     - 1957     POOR             NGS
 GZ0089
 GZ0089                          STATION DESCRIPTION
 GZ0089
 GZ0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0089'AT BIGHILL.
 GZ0089'AT BIGHILL, AT THE JUNCTION OF STATE HIGHWAY 21 AND U.S. HIGHWAY
 GZ0089'421, 124 FEET WEST OF THE CENTER LINE OF HIGHWAY 421, 21 FEET
 GZ0089'NORTH OF THE CENTER LINE OF HIGHWAY 21, 42 FEET SOUTH-SOUTHEAST
 GZ0089'OF THE SOUTHEAST CORNER OF BRICK CHIMNEY OF A TWO STORY HOUSE,
 GZ0089'26.2 FEET WEST OF THE SOUTHWEST CORNER OF AN ABANDONED STORE
 GZ0089'BUILDING, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2
 GZ0089'FOOT BELOW HIGHWAY 21 AND SET IN THE TOP OF A CONCRETE POST
 GZ0089'PROJECTING 4 INCHES.
 GZ0089
 GZ0089                          STATION RECOVERY (1957)
 GZ0089
 GZ0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0089'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1006 ***********************************************************************
 GB1006  DESIGNATION -  K 44
 GB1006  PID         -  GB1006
 GB1006  STATE/COUNTY-  KY/WAYNE
 GB1006  USGS QUAD   -  MILL SPRINGS (1978)
 GB1006
 GB1006                         *CURRENT SURVEY CONTROL
 GB1006  ___________________________________________________________________
 GB1006* NAD 83(1986)-  36 55 47.     (N)    084 46 01.     (W)     SCALED    
 GB1006* NAVD 88     -       262.257  (meters)     860.42   (feet)  ADJUSTED  
 GB1006  ___________________________________________________________________
 GB1006  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB1006  DYNAMIC HT  -         262.047 (meters)     859.73  (feet)  COMP
 GB1006  MODELED GRAV-     979,822.2   (mgal)                       NAVD 88
 GB1006
 GB1006  VERT ORDER  -  SECOND    CLASS 0
 GB1006
 GB1006.The horizontal coordinates were scaled from a topographic map and have
 GB1006.an estimated accuracy of +/- 6 seconds.
 GB1006
 GB1006.The orthometric height was determined by differential leveling
 GB1006.and adjusted by the National Geodetic Survey in June 1991..
 GB1006
 GB1006.The geoid height was determined by GEOID03.
 GB1006
 GB1006.The dynamic height is computed by dividing the NAVD 88
 GB1006.geopotential number by the normal gravity value computed on the
 GB1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1006.degrees latitude (g = 980.6199 gals.).
 GB1006
 GB1006.The modeled gravity was interpolated from observed gravity values.
 GB1006
 GB1006;                    North         East    Units  Estimated Accuracy
 GB1006;SPC KY1Z     - 1,066,650.    1,587,590.      MT  (+/- 180 meters Scaled)
 GB1006
 GB1006                          SUPERSEDED SURVEY CONTROL
 GB1006
 GB1006  NGVD 29 (??/??/92)  262.410  (m)          860.92   (f) ADJ UNCH    2 0
 GB1006
 GB1006.Superseded values are not recommended for survey control.
 GB1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1006.See file dsdata.txt to determine how the superseded data were derived.
 GB1006
 GB1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF988894(NAD 83)
 GB1006_MARKER: DB = BENCH MARK DISK
 GB1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1006_STAMPING: K 44 1935 860.923
 GB1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1006+STABILITY: SURFACE MOTION
 GB1006
 GB1006  HISTORY     - Date     Condition        Report By
 GB1006  HISTORY     - 1935     MONUMENTED       CGS
 GB1006  HISTORY     - 1951     GOOD             NGS
 GB1006  HISTORY     - 1957     GOOD             NGS
 GB1006
 GB1006                          STATION DESCRIPTION
 GB1006
 GB1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1006'0.8 MI E FROM MILL SPRINGS.
 GB1006'ABOUT 0.75 MILE EAST ALONG STATE HIGHWAY 90 FROM THE SCHOOL AT
 GB1006'MILL SPRINGS, ON THE INSIDE OF A CURVE WITH TANGENTS
 GB1006'EXTENDING WEST AND SOUTHEAST, 28 FEET SOUTH OF CENTER LINE OF
 GB1006'HIGHWAY, 179 FEET SOUTH-SOUTHEAST AND ACROSS HIGHWAY FROM THE
 GB1006'SOUTHEAST CORNER OF MILL SPRINGS METHODIST CHURCH, 178 FEET
 GB1006'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 70 FEET
 GB1006'NORTH-NORTHWEST OF A POWER POLE WITH TRANSFORMER, 37 FEET
 GB1006'WEST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE LINE, 1
 GB1006'FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GB1006'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GB1006'INCHES.  NOTE-- MARK IS 0.7 MILES SW OF MILL SPRINGS CHRISTIAN
 GB1006'CHURCH, AND 0.35 MILE NW OF A ROAD FORD AND BROWNS GROCERY.
 GB1006
 GB1006                          STATION RECOVERY (1957)
 GB1006
 GB1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2886 ***********************************************************************
 GY2886  DESIGNATION -  K 45
 GY2886  PID         -  GY2886
 GY2886  STATE/COUNTY-  KY/LEE
 GY2886  USGS QUAD   -  HEIDELBERG (1976)
 GY2886
 GY2886                         *CURRENT SURVEY CONTROL
 GY2886  ___________________________________________________________________
 GY2886* NAD 83(1986)-  37 33 09.     (N)    083 46 29.     (W)     SCALED    
 GY2886* NAVD 88     -       202.015  (meters)     662.78   (feet)  ADJUSTED  
 GY2886  ___________________________________________________________________
 GY2886  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GY2886  DYNAMIC HT  -         201.862 (meters)     662.28  (feet)  COMP
 GY2886  MODELED GRAV-     979,866.3   (mgal)                       NAVD 88
 GY2886
 GY2886  VERT ORDER  -  SECOND    CLASS 0
 GY2886
 GY2886.The horizontal coordinates were scaled from a topographic map and have
 GY2886.an estimated accuracy of +/- 6 seconds.
 GY2886
 GY2886.The orthometric height was determined by differential leveling
 GY2886.and adjusted by the National Geodetic Survey in June 1991..
 GY2886
 GY2886.The geoid height was determined by GEOID03.
 GY2886
 GY2886.The dynamic height is computed by dividing the NAVD 88
 GY2886.geopotential number by the normal gravity value computed on the
 GY2886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2886.degrees latitude (g = 980.6199 gals.).
 GY2886
 GY2886.The modeled gravity was interpolated from observed gravity values.
 GY2886
 GY2886;                    North         East    Units  Estimated Accuracy
 GY2886;SPC KY1Z     - 1,137,150.    1,674,520.      MT  (+/- 180 meters Scaled)
 GY2886
 GY2886                          SUPERSEDED SURVEY CONTROL
 GY2886
 GY2886  NGVD 29 (??/??/92)  202.179  (m)          663.32   (f) ADJ UNCH    2 0
 GY2886
 GY2886.Superseded values are not recommended for survey control.
 GY2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2886.See file dsdata.txt to determine how the superseded data were derived.
 GY2886
 GY2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB548597(NAD 83)
 GY2886_MARKER: DB = BENCH MARK DISK
 GY2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2886_STAMPING: K 45 1935
 GY2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2886+STABILITY: SURFACE MOTION
 GY2886
 GY2886  HISTORY     - Date     Condition        Report By
 GY2886  HISTORY     - 1935     MONUMENTED       CGS
 GY2886  HISTORY     - 1958     MARK NOT FOUND   NGS
 GY2886
 GY2886                          STATION DESCRIPTION
 GY2886
 GY2886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY2886'AT HEIDELBERG.
 GY2886'AT HEIDELBERT, LEE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GY2886'RAILROAD, 50 YARDS EAST OF MILEPOST L 170, 50 YARDS SOUTHWEST
 GY2886'OF THE JOHN D RAWLINGS STORE IN 1935, 54 FEET SOUTH OF THE SOUTH
 GY2886'RAIL OF THE MAIN TRACK, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 GY2886'A STANDARD DISK, STAMPED K 45 1935 AND SET IN THE TOP OF A
 GY2886'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0746 ***********************************************************************
 GZ0746  DESIGNATION -  K 47
 GZ0746  PID         -  GZ0746
 GZ0746  STATE/COUNTY-  KY/LINCOLN
 GZ0746  USGS QUAD   -  CRAB ORCHARD (1952)
 GZ0746
 GZ0746                         *CURRENT SURVEY CONTROL
 GZ0746  ___________________________________________________________________
 GZ0746* NAD 83(1986)-  37 27 29.     (N)    084 30 55.     (W)     SCALED    
 GZ0746* NAVD 88     -       287.233  (meters)     942.36   (feet)  ADJUSTED  
 GZ0746  ___________________________________________________________________
 GZ0746  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GZ0746  DYNAMIC HT  -         287.013 (meters)     941.64  (feet)  COMP
 GZ0746  MODELED GRAV-     979,854.9   (mgal)                       NAVD 88
 GZ0746
 GZ0746  VERT ORDER  -  SECOND    CLASS 0
 GZ0746
 GZ0746.The horizontal coordinates were scaled from a topographic map and have
 GZ0746.an estimated accuracy of +/- 6 seconds.
 GZ0746
 GZ0746.The orthometric height was determined by differential leveling
 GZ0746.and adjusted by the National Geodetic Survey in June 1991..
 GZ0746
 GZ0746.The geoid height was determined by GEOID03.
 GZ0746
 GZ0746.The dynamic height is computed by dividing the NAVD 88
 GZ0746.geopotential number by the normal gravity value computed on the
 GZ0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0746.degrees latitude (g = 980.6199 gals.).
 GZ0746
 GZ0746.The modeled gravity was interpolated from observed gravity values.
 GZ0746
 GZ0746;                    North         East    Units  Estimated Accuracy
 GZ0746;SPC KY1Z     - 1,125,550.    1,609,230.      MT  (+/- 180 meters Scaled)
 GZ0746
 GZ0746                          SUPERSEDED SURVEY CONTROL
 GZ0746
 GZ0746  NGVD 29 (??/??/92)  287.381  (m)          942.85   (f) ADJ UNCH    2 0
 GZ0746
 GZ0746.Superseded values are not recommended for survey control.
 GZ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0746.See file dsdata.txt to determine how the superseded data were derived.
 GZ0746
 GZ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG197485(NAD 83)
 GZ0746_MARKER: DB = BENCH MARK DISK
 GZ0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0746_STAMPING: K 47 1935
 GZ0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0746+STABILITY: SURFACE MOTION
 GZ0746
 GZ0746  HISTORY     - Date     Condition        Report By
 GZ0746  HISTORY     - 1935     MONUMENTED       CGS
 GZ0746  HISTORY     - 1950     GOOD             NGS
 GZ0746
 GZ0746                          STATION DESCRIPTION
 GZ0746
 GZ0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0746'AT CRAB ORCHARD.
 GZ0746'AT CRAB ORCHARD, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, IN
 GZ0746'THE SOUTHEAST CORNER OF A FENCED LOT WEST OF THE STATION, 70 1/2
 GZ0746'FEET WEST OF THE SOUTHWEST CORNER OF THE STATION, 30 FEET NORTH
 GZ0746'OF THE NORTH RAIL OF THE MAIN TRACK, 29 1/2 FEET NORTHEAST OF A
 GZ0746'SWITCH STAND, 13 FEET WEST OF A TELEPHONE POLE, 5 1/2 FEET
 GZ0746'NORTHWEST OF A FENCE CORNER, 4 1/2 FEET NORTH OF FENCE LINE
 GZ0746'WEST, 4 FEET WEST OF FENCE LINE NORTH, 1 1/2 FEET SOUTH OF A
 GZ0746'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN THE
 GZ0746'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0096 ***********************************************************************
 GB0096  DESIGNATION -  K 49
 GB0096  PID         -  GB0096
 GB0096  STATE/COUNTY-  KY/WHITLEY
 GB0096  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0096
 GB0096                         *CURRENT SURVEY CONTROL
 GB0096  ___________________________________________________________________
 GB0096* NAD 83(1986)-  36 44 24.     (N)    084 09 42.     (W)     SCALED    
 GB0096* NAVD 88     -       291.769  (meters)     957.25   (feet)  ADJUSTED  
 GB0096  ___________________________________________________________________
 GB0096  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GB0096  DYNAMIC HT  -         291.527 (meters)     956.45  (feet)  COMP
 GB0096  MODELED GRAV-     979,797.0   (mgal)                       NAVD 88
 GB0096
 GB0096  VERT ORDER  -  SECOND    CLASS 0
 GB0096
 GB0096.The horizontal coordinates were scaled from a topographic map and have
 GB0096.an estimated accuracy of +/- 6 seconds.
 GB0096
 GB0096.The orthometric height was determined by differential leveling
 GB0096.and adjusted by the National Geodetic Survey in June 1991..
 GB0096
 GB0096.The geoid height was determined by GEOID03.
 GB0096
 GB0096.The dynamic height is computed by dividing the NAVD 88
 GB0096.geopotential number by the normal gravity value computed on the
 GB0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0096.degrees latitude (g = 980.6199 gals.).
 GB0096
 GB0096.The modeled gravity was interpolated from observed gravity values.
 GB0096
 GB0096;                    North         East    Units  Estimated Accuracy
 GB0096;SPC KY1Z     - 1,046,340.    1,641,870.      MT  (+/- 180 meters Scaled)
 GB0096
 GB0096                          SUPERSEDED SURVEY CONTROL
 GB0096
 GB0096  NGVD 29 (??/??/92)  291.922  (m)          957.75   (f) ADJ UNCH    2 0
 GB0096
 GB0096.Superseded values are not recommended for survey control.
 GB0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0096.See file dsdata.txt to determine how the superseded data were derived.
 GB0096
 GB0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF534697(NAD 83)
 GB0096_MARKER: DB = BENCH MARK DISK
 GB0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0096_STAMPING: K 49 1935 957.747
 GB0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0096+STABILITY: SURFACE MOTION
 GB0096
 GB0096  HISTORY     - Date     Condition        Report By
 GB0096  HISTORY     - 1935     MONUMENTED       CGS
 GB0096  HISTORY     - 1950     GOOD             NGS
 GB0096  HISTORY     - 1957     GOOD             NGS
 GB0096  HISTORY     - 20060112 MARK NOT FOUND   KYTC
 GB0096
 GB0096                          STATION DESCRIPTION
 GB0096
 GB0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0096'AT WILLIAMSBURG.
 GB0096'AT WILLIAMSBURG, AT THE LOUISVILLE AND NASHVILLE RAILROAD STATION,
 GB0096'146 FEET SOUTH AND ACROSS THE TRACKS FROM THE SOUTH CORNER OF THE
 GB0096'STATION, 24 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 GB0096'SOUTHWEST TRACK, 30 FEET NORTHWEST OF THE NORTH CORNER OF DEPOT
 GB0096'RESTAURANT, 15 FEET SOUTHWEST OF THE SOUTHEAST END OF A 24-INCH
 GB0096'PIPE CULVERT PARALLELING THE TRACK, ABOUT 2 FEET ABOVE THE TRACK
 GB0096'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GB0096
 GB0096                          STATION RECOVERY (1957)
 GB0096
 GB0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0096'RECOVERED IN GOOD CONDITION.
 GB0096
 GB0096                          STATION RECOVERY (2006)
 GB0096
 GB0096'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0129 ***********************************************************************
 GB0129  DESIGNATION -  K 50
 GB0129  PID         -  GB0129
 GB0129  STATE/COUNTY-  KY/WHITLEY
 GB0129  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0129
 GB0129                         *CURRENT SURVEY CONTROL
 GB0129  ___________________________________________________________________
 GB0129* NAD 83(1986)-  36 42 34.     (N)    084 12 45.     (W)     SCALED    
 GB0129* NAVD 88     -       424.265  (meters)    1391.94   (feet)  ADJUSTED  
 GB0129  ___________________________________________________________________
 GB0129  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB0129  DYNAMIC HT  -         423.906 (meters)    1390.76  (feet)  COMP
 GB0129  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 GB0129
 GB0129  VERT ORDER  -  SECOND    CLASS 0
 GB0129
 GB0129.The horizontal coordinates were scaled from a topographic map and have
 GB0129.an estimated accuracy of +/- 6 seconds.
 GB0129
 GB0129.The orthometric height was determined by differential leveling
 GB0129.and adjusted by the National Geodetic Survey in June 1991..
 GB0129
 GB0129.The geoid height was determined by GEOID03.
 GB0129
 GB0129.The dynamic height is computed by dividing the NAVD 88
 GB0129.geopotential number by the normal gravity value computed on the
 GB0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0129.degrees latitude (g = 980.6199 gals.).
 GB0129
 GB0129.The modeled gravity was interpolated from observed gravity values.
 GB0129
 GB0129;                    North         East    Units  Estimated Accuracy
 GB0129;SPC KY1Z     - 1,042,880.    1,637,380.      MT  (+/- 180 meters Scaled)
 GB0129
 GB0129                          SUPERSEDED SURVEY CONTROL
 GB0129
 GB0129  NGVD 29 (??/??/92)  424.406  (m)         1392.41   (f) ADJ UNCH    2 0
 GB0129
 GB0129.Superseded values are not recommended for survey control.
 GB0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0129.See file dsdata.txt to determine how the superseded data were derived.
 GB0129
 GB0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF489662(NAD 83)
 GB0129_MARKER: DB = BENCH MARK DISK
 GB0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0129_STAMPING: K 50 1935 1392.405
 GB0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0129+STABILITY: SURFACE MOTION
 GB0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0129+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 GB0129
 GB0129  HISTORY     - Date     Condition        Report By
 GB0129  HISTORY     - 1935     MONUMENTED       CGS
 GB0129  HISTORY     - 1957     GOOD             NGS
 GB0129  HISTORY     - 20060111 GOOD             KYTC
 GB0129
 GB0129                          STATION DESCRIPTION
 GB0129
 GB0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0129'4.4 MI SW FROM WILLIAMSBURG.
 GB0129'4.4 MILES SOUTHWEST ALONG STATE HIGHWAY 92 FROM THE L. AND N.
 GB0129'RR. STATION AT WILLIAMSBURG, ABOUT 125 YARDS WEST SOUTHWEST OF
 GB0129'SHARP CURVE AND HIGH CHALKY CUT OF HIGHWAY, ON THE EAST SLOPE
 GB0129'OF LONG CROOKED GRADE, ON THE SOUTHEAST EDGE OF A WIDE PARKING
 GB0129'AREA, ABOUT 85 FEET EAST SOUTHEAST AND ACROSS HIGHWAY AND PARKING
 GB0129'AREA FROM CORNER OF AN ANGLE STONE HEADWALL OF A 24-INCH TILE
 GB0129'CULVERT, 54 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 35 FEET EAST
 GB0129'NORTHEAST OF A TELEPHONE POLE, ABOUT LEVEL WITH HIGHWAY.
 GB0129
 GB0129                          STATION RECOVERY (2006)
 GB0129
 GB0129'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0129'MARK IS 49 FEET SOUTH-SOUTHWEST OF CENTERLINE OF KY 92, 25.75 FEET
 GB0129'SOUTH-SOUTHWEST OF GUARD RAIL AND 0.5 FOOT NORTH-NORTHEAST OF A
 GB0129'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0499 ***********************************************************************
 GZ0499  DESIGNATION -  K 51
 GZ0499  PID         -  GZ0499
 GZ0499  STATE/COUNTY-  KY/PULASKI
 GZ0499  USGS QUAD   -  BILLOWS (1987)
 GZ0499
 GZ0499                         *CURRENT SURVEY CONTROL
 GZ0499  ___________________________________________________________________
 GZ0499* NAD 83(1986)-  37 09 18.     (N)    084 20 36.     (W)     SCALED    
 GZ0499* NAVD 88     -       297.211  (meters)     975.10   (feet)  ADJUSTED  
 GZ0499  ___________________________________________________________________
 GZ0499  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 GZ0499  DYNAMIC HT  -         296.987 (meters)     974.36  (feet)  COMP
 GZ0499  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 GZ0499
 GZ0499  VERT ORDER  -  SECOND    CLASS 0
 GZ0499
 GZ0499.The horizontal coordinates were scaled from a topographic map and have
 GZ0499.an estimated accuracy of +/- 6 seconds.
 GZ0499
 GZ0499.The orthometric height was determined by differential leveling
 GZ0499.and adjusted by the National Geodetic Survey in June 1991..
 GZ0499
 GZ0499.The geoid height was determined by GEOID03.
 GZ0499
 GZ0499.The dynamic height is computed by dividing the NAVD 88
 GZ0499.geopotential number by the normal gravity value computed on the
 GZ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0499.degrees latitude (g = 980.6199 gals.).
 GZ0499
 GZ0499.The modeled gravity was interpolated from observed gravity values.
 GZ0499
 GZ0499;                    North         East    Units  Estimated Accuracy
 GZ0499;SPC KY1Z     - 1,092,130.    1,624,950.      MT  (+/- 180 meters Scaled)
 GZ0499
 GZ0499                          SUPERSEDED SURVEY CONTROL
 GZ0499
 GZ0499  NGVD 29 (??/??/92)  297.377  (m)          975.64   (f) ADJ UNCH    2 0
 GZ0499
 GZ0499.Superseded values are not recommended for survey control.
 GZ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0499.See file dsdata.txt to determine how the superseded data were derived.
 GZ0499
 GZ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG359153(NAD 83)
 GZ0499_MARKER: DB = BENCH MARK DISK
 GZ0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0499_STAMPING: K 51 1935 975.644
 GZ0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0499+STABILITY: SURFACE MOTION
 GZ0499
 GZ0499  HISTORY     - Date     Condition        Report By
 GZ0499  HISTORY     - 1935     MONUMENTED       CGS
 GZ0499  HISTORY     - 1950     GOOD             NGS
 GZ0499  HISTORY     - 1957     GOOD             NGS
 GZ0499
 GZ0499                          STATION DESCRIPTION
 GZ0499
 GZ0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0499'8.6 MI E FROM SHOPVILLE.
 GZ0499'ABOUT 8.6 MILES EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0499'SHOPVILLE, ABOUT 1.1 MILES EAST OF SANDY GAP SCHOOL, ABOUT 0.85
 GZ0499'MILE EAST OF A ROAD SOUTH AND A COAL LOADING STATION, AT THE
 GZ0499'NORTHEAST CORNER OF THE GREEN ADAM FARM, 31 FEET SOUTH OF THE
 GZ0499'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF A RAIL FENCE, ABOUT
 GZ0499'1 FOOT LOWER THAN THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GZ0499'POST PROJECTING 8 INCHES.
 GZ0499
 GZ0499                          STATION RECOVERY (1957)
 GZ0499
 GZ0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2472 ***********************************************************************
 GY2472  DESIGNATION -  K 52
 GY2472  PID         -  GY2472
 GY2472  STATE/COUNTY-  KY/CLAY
 GY2472  USGS QUAD   -  MANCHESTER (1979)
 GY2472
 GY2472                         *CURRENT SURVEY CONTROL
 GY2472  ___________________________________________________________________
 GY2472* NAD 83(1986)-  37 08 11.     (N)    083 45 45.     (W)     SCALED    
 GY2472* NAVD 88     -       259.580  (meters)     851.64   (feet)  ADJUSTED  
 GY2472  ___________________________________________________________________
 GY2472  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GY2472  DYNAMIC HT  -         259.373 (meters)     850.96  (feet)  COMP
 GY2472  MODELED GRAV-     979,828.6   (mgal)                       NAVD 88
 GY2472
 GY2472  VERT ORDER  -  SECOND    CLASS 0
 GY2472
 GY2472.The horizontal coordinates were scaled from a topographic map and have
 GY2472.an estimated accuracy of +/- 6 seconds.
 GY2472
 GY2472.The orthometric height was determined by differential leveling
 GY2472.and adjusted by the National Geodetic Survey in June 1991..
 GY2472
 GY2472.The geoid height was determined by GEOID03.
 GY2472
 GY2472.The dynamic height is computed by dividing the NAVD 88
 GY2472.geopotential number by the normal gravity value computed on the
 GY2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2472.degrees latitude (g = 980.6199 gals.).
 GY2472
 GY2472.The modeled gravity was interpolated from observed gravity values.
 GY2472
 GY2472;                    North         East    Units  Estimated Accuracy
 GY2472;SPC KY1Z     - 1,091,010.    1,676,580.      MT  (+/- 180 meters Scaled)
 GY2472
 GY2472                          SUPERSEDED SURVEY CONTROL
 GY2472
 GY2472  NGVD 29 (??/??/92)  259.740  (m)          852.16   (f) ADJ UNCH    2 0
 GY2472
 GY2472.Superseded values are not recommended for survey control.
 GY2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2472.See file dsdata.txt to determine how the superseded data were derived.
 GY2472
 GY2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB546135(NAD 83)
 GY2472_MARKER: DB = BENCH MARK DISK
 GY2472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2472_SP_SET: BRIDGE
 GY2472_STAMPING: K 52 1935 852.164
 GY2472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2472+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2001
 GY2472
 GY2472  HISTORY     - Date     Condition        Report By
 GY2472  HISTORY     - 1935     MONUMENTED       CGS
 GY2472  HISTORY     - 1957     GOOD             NGS
 GY2472  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2472  HISTORY     - 20010829 GOOD             KYDT
 GY2472
 GY2472                          STATION DESCRIPTION
 GY2472
 GY2472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2472'1.3 MI S FROM MANCHESTER.
 GY2472'1.3 MILES SOUTH ALONG U.S. HIGHWAY 421 FROM THE SQUARE AT MANCHESTER,
 GY2472'AT THE JUNCTION WITH STATE HIGHWAY 80, ABOUT 75 YARDS EAST OF THE
 GY2472'CENTER OF THE JUNCTION, 10.5 FEET NORTH OF THE CENTER LINE OF
 GY2472'HIGHWAY, 2 FEET WEST OF THE EAST END OF THE NORTH CONCRETE RAIL
 GY2472'FOOTING, ABOUT 8 INCHES ABOVE LEVEL OF HIGHWAY.  NOTE-- A NEW
 GY2472'GUARD RAIL POST HAS BEEN CAST ON THE EAST END OF BRIDGE AND IT
 GY2472'COVERS ALMOST HALF OF DISK.
 GY2472
 GY2472                          STATION RECOVERY (1977)
 GY2472
 GY2472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2472'MARK NOT FOUND.
 GY2472
 GY2472                          STATION RECOVERY (2001)
 GY2472
 GY2472'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY2472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2469 ***********************************************************************
 GY2469  DESIGNATION -  K 53
 GY2469  PID         -  GY2469
 GY2469  STATE/COUNTY-  KY/CLAY
 GY2469  USGS QUAD   -  HIMA (1979)
 GY2469
 GY2469                         *CURRENT SURVEY CONTROL
 GY2469  ___________________________________________________________________
 GY2469* NAD 83(1986)-  37 05 55.     (N)    083 45 16.     (W)     SCALED    
 GY2469* NAVD 88     -       262.304  (meters)     860.58   (feet)  ADJUSTED  
 GY2469  ___________________________________________________________________
 GY2469  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GY2469  DYNAMIC HT  -         262.094 (meters)     859.89  (feet)  COMP
 GY2469  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 GY2469
 GY2469  VERT ORDER  -  SECOND    CLASS 0
 GY2469
 GY2469.The horizontal coordinates were scaled from a topographic map and have
 GY2469.an estimated accuracy of +/- 6 seconds.
 GY2469
 GY2469.The orthometric height was determined by differential leveling
 GY2469.and adjusted by the National Geodetic Survey in June 1991..
 GY2469
 GY2469.The geoid height was determined by GEOID03.
 GY2469
 GY2469.The dynamic height is computed by dividing the NAVD 88
 GY2469.geopotential number by the normal gravity value computed on the
 GY2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2469.degrees latitude (g = 980.6199 gals.).
 GY2469
 GY2469.The modeled gravity was interpolated from observed gravity values.
 GY2469
 GY2469;                    North         East    Units  Estimated Accuracy
 GY2469;SPC KY1Z     - 1,086,830.    1,677,380.      MT  (+/- 180 meters Scaled)
 GY2469
 GY2469                          SUPERSEDED SURVEY CONTROL
 GY2469
 GY2469  NGVD 29 (??/??/92)  262.462  (m)          861.09   (f) ADJ UNCH    2 0
 GY2469
 GY2469.Superseded values are not recommended for survey control.
 GY2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2469.See file dsdata.txt to determine how the superseded data were derived.
 GY2469
 GY2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB552093(NAD 83)
 GY2469_MARKER: DB = BENCH MARK DISK
 GY2469_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY2469_SP_SET: UNSPECIFIED ROCK
 GY2469_STAMPING: K 53 1935 861.094
 GY2469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2469
 GY2469  HISTORY     - Date     Condition        Report By
 GY2469  HISTORY     - 1935     MONUMENTED       CGS
 GY2469  HISTORY     - 1957     POOR             NGS
 GY2469  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2469
 GY2469                          STATION DESCRIPTION
 GY2469
 GY2469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2469'2.1 MI S FROM GARRARD.
 GY2469'2.1 MILES SOUTH ALONG THE L. AND N. RR. FROM THE STATION AT
 GY2469'GARRARD, 3.9 MILES NORTH OF THE HIGHWAY CROSSING AT COTTONGIN,
 GY2469'0.1 MILE EAST ACROSS CREEK AND TRACK FROM STATE HIGHWAY 11, 16 1/2
 GY2469'RAILS SOUTH OF MILE POST 206, 14 RAILS SOUTH OF A ROAD CROSSING,
 GY2469'3 RAILS NORTH OF A ROAD CROSSING, 6 1/2 RAILS NORTH OF THE NORTH
 GY2469'END OF RAILROAD BRIDGE, 18.5 FEET EAST OF THE EAST RAIL, AND ABOUT
 GY2469'LEVEL WITH TRACK.
 GY2469
 GY2469                          STATION RECOVERY (1977)
 GY2469
 GY2469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8263 ***********************************************************************
 AA8263  DESIGNATION -  K 54 RESET
 AA8263  PID         -  AA8263
 AA8263  STATE/COUNTY-  KY/BELL
 AA8263  USGS QUAD   -  MIDDLESBORO NORTH (1974)
 AA8263
 AA8263                         *CURRENT SURVEY CONTROL
 AA8263  ___________________________________________________________________
 AA8263* NAD 83(1986)-  36 43 55.     (N)    083 40 29.     (W)     SCALED    
 AA8263* NAVD 88     -       313.33   (meters)    1028.0    (feet)  RESET     
 AA8263  ___________________________________________________________________
 AA8263  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 AA8263
 AA8263  VERT ORDER  -  THIRD
 AA8263
 AA8263.The horizontal coordinates were scaled from a topographic map and have
 AA8263.an estimated accuracy of +/- 6 seconds.
 AA8263
 AA8263.The orthometric height was computed from unverified reset data.
 AA8263.No vertical observational check was made to the station.
 AA8263
 AA8263.The geoid height was determined by GEOID03.
 AA8263
 AA8263;                    North         East    Units  Estimated Accuracy
 AA8263;SPC KY1Z     - 1,046,300.    1,685,370.      MT  (+/- 180 meters Scaled)
 AA8263
 AA8263                          SUPERSEDED SURVEY CONTROL
 AA8263
 AA8263  NGVD 29 (10/08/05)  313.48   (m)         1028.5    (f) RESET       3  
 AA8263
 AA8263.Superseded values are not recommended for survey control.
 AA8263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8263.See file dsdata.txt to determine how the superseded data were derived.
 AA8263
 AA8263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA611684(NAD 83)
 AA8263_MARKER: DB = BENCH MARK DISK
 AA8263_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA8263+WITH SETTING: PAVEMENT
 AA8263_SP_SET: BLOCK SIGNAL FOUNDATION
 AA8263_STAMPING: K 54 RESET 1938
 AA8263_MARK LOGO: CGS   
 AA8263_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8263+STABILITY: SURFACE MOTION
 AA8263
 AA8263  HISTORY     - Date     Condition        Report By
 AA8263  HISTORY     - 1938     MONUMENTED       CGS
 AA8263
 AA8263                          STATION DESCRIPTION
 AA8263
 AA8263'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 AA8263'IN HARBELL, FROM THE BRICK INTERLOCKING TOWER, SET IN SIGNAL NUMBER
 AA8263'2052, 10.2 FEET (3.1 M) NORTHEAST OF THE CENTERLINE OF NORTHBOUND MAIN
 AA8263'TRACK, AND 360 FEET (109.7 M) EASTWARDLY FROM ORIGINAL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1524 ***********************************************************************
 GZ1524  DESIGNATION -  K 55
 GZ1524  PID         -  GZ1524
 GZ1524  STATE/COUNTY-  KY/ADAIR
 GZ1524  USGS QUAD   -  CANE VALLEY (1979)
 GZ1524
 GZ1524                         *CURRENT SURVEY CONTROL
 GZ1524  ___________________________________________________________________
 GZ1524* NAD 83(1986)-  37 07 56.     (N)    085 17 55.     (W)     SCALED    
 GZ1524* NAVD 88     -       240.703  (meters)     789.71   (feet)  ADJUSTED  
 GZ1524  ___________________________________________________________________
 GZ1524  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GZ1524  DYNAMIC HT  -         240.512 (meters)     789.08  (feet)  COMP
 GZ1524  MODELED GRAV-     979,831.9   (mgal)                       NAVD 88
 GZ1524
 GZ1524  VERT ORDER  -  SECOND    CLASS 0
 GZ1524
 GZ1524.The horizontal coordinates were scaled from a topographic map and have
 GZ1524.an estimated accuracy of +/- 6 seconds.
 GZ1524
 GZ1524.The orthometric height was determined by differential leveling
 GZ1524.and adjusted by the National Geodetic Survey in June 1991..
 GZ1524
 GZ1524.The geoid height was determined by GEOID03.
 GZ1524
 GZ1524.The dynamic height is computed by dividing the NAVD 88
 GZ1524.geopotential number by the normal gravity value computed on the
 GZ1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1524.degrees latitude (g = 980.6199 gals.).
 GZ1524
 GZ1524.The modeled gravity was interpolated from observed gravity values.
 GZ1524
 GZ1524;                    North         East    Units  Estimated Accuracy
 GZ1524;SPC KY1Z     - 1,088,760.    1,540,110.      MT  (+/- 180 meters Scaled)
 GZ1524
 GZ1524                          SUPERSEDED SURVEY CONTROL
 GZ1524
 GZ1524  NGVD 29 (??/??/92)  240.858  (m)          790.22   (f) ADJ UNCH    2 0
 GZ1524
 GZ1524.Superseded values are not recommended for survey control.
 GZ1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1524.See file dsdata.txt to determine how the superseded data were derived.
 GZ1524
 GZ1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG511108(NAD 83)
 GZ1524_MARKER: DB = BENCH MARK DISK
 GZ1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1524_STAMPING: K 55 1935
 GZ1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1524+STABILITY: SURFACE MOTION
 GZ1524
 GZ1524  HISTORY     - Date     Condition        Report By
 GZ1524  HISTORY     - 1935     MONUMENTED       CGS
 GZ1524  HISTORY     - 1940     GOOD             NGS
 GZ1524  HISTORY     - 20050826 MARK NOT FOUND   KYTC
 GZ1524
 GZ1524                          STATION DESCRIPTION
 GZ1524
 GZ1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GZ1524'2.2 MI N FROM COLUMBIA.
 GZ1524'2.2 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE COUNTY
 GZ1524'COURTHOUSE AT COLUMBIA, ADAIR COUNTY, ABOUT 120 FEET SOUTHEAST
 GZ1524'OF A 30-INCH MAPLE TREE, AT THE MYRA BUTLER HOUSE (A WHITEHOUSE
 GZ1524'WITH A RED ROOF), 70.8 FEET SOUTHEAST OF THE SOUTHEAST GATEPOST
 GZ1524'OF A GATE TO THE HOUSE, 43.5 FEET SOUTHWEST OF THE CENTER OF THE
 GZ1524'JUNCTION OF A DRIVEWAY LEADING TO THE HOUSE, 12.5 FEET SOUTH
 GZ1524'OF THE CENTERLINE OF THE DRIVEWAY, 41.1 FEET SOUTHWEST OF THE
 GZ1524'CENTERLINE OF STATE HIGHWAY 55, 1.8 FEET NORTH OF THE FENCE,
 GZ1524'0.5 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 GZ1524'THE HIGHWAY.  A STANDARD DISK, STAMPED K 55 1935 AND SET IN THE
 GZ1524'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GZ1524
 GZ1524                          STATION RECOVERY (2005)
 GZ1524
 GZ1524'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1344 ***********************************************************************
 GZ1344  DESIGNATION -  K 56
 GZ1344  PID         -  GZ1344
 GZ1344  STATE/COUNTY-  KY/WASHINGTON
 GZ1344  USGS QUAD   -  SPRINGFIELD (1979)
 GZ1344
 GZ1344                         *CURRENT SURVEY CONTROL
 GZ1344  ___________________________________________________________________
 GZ1344* NAD 83(1986)-  37 41 02.     (N)    085 13 22.     (W)     SCALED    
 GZ1344* NAVD 88     -       229.436  (meters)     752.74   (feet)  ADJUSTED  
 GZ1344  ___________________________________________________________________
 GZ1344  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 GZ1344  DYNAMIC HT  -         229.257 (meters)     752.15  (feet)  COMP
 GZ1344  MODELED GRAV-     979,845.3   (mgal)                       NAVD 88
 GZ1344
 GZ1344  VERT ORDER  -  SECOND    CLASS 0
 GZ1344
 GZ1344.The horizontal coordinates were scaled from a topographic map and have
 GZ1344.an estimated accuracy of +/- 6 seconds.
 GZ1344
 GZ1344.The orthometric height was determined by differential leveling
 GZ1344.and adjusted by the National Geodetic Survey in June 1991..
 GZ1344
 GZ1344.The geoid height was determined by GEOID03.
 GZ1344
 GZ1344.The dynamic height is computed by dividing the NAVD 88
 GZ1344.geopotential number by the normal gravity value computed on the
 GZ1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1344.degrees latitude (g = 980.6199 gals.).
 GZ1344
 GZ1344.The modeled gravity was interpolated from observed gravity values.
 GZ1344
 GZ1344;                    North         East    Units  Estimated Accuracy
 GZ1344;SPC KY1Z     - 1,150,020.    1,546,500.      MT  (+/- 180 meters Scaled)
 GZ1344
 GZ1344                          SUPERSEDED SURVEY CONTROL
 GZ1344
 GZ1344  NGVD 29 (??/??/92)  229.578  (m)          753.21   (f) ADJ UNCH    2 0
 GZ1344
 GZ1344.Superseded values are not recommended for survey control.
 GZ1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1344.See file dsdata.txt to determine how the superseded data were derived.
 GZ1344
 GZ1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG567722(NAD 83)
 GZ1344_MARKER: DB = BENCH MARK DISK
 GZ1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1344_STAMPING: K 56 1935
 GZ1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1344+STABILITY: SURFACE MOTION
 GZ1344
 GZ1344  HISTORY     - Date     Condition        Report By
 GZ1344  HISTORY     - 1935     MONUMENTED       CGS
 GZ1344  HISTORY     - 1950     GOOD             NGS
 GZ1344
 GZ1344                          STATION DESCRIPTION
 GZ1344
 GZ1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1344'AT SPRINGFIELD.
 GZ1344'AT SPRINGFIELD, WASHINGTON COUNTY, ON STATE HIGHWAY 55, 0.2
 GZ1344'MILE SOUTH OF THE COUNTY COURTHOUSE, 43.4 FEET EAST OF THE
 GZ1344'WEST SIDE OF THE LOUISVILLE AND NASHVILLE RAILROAD STATION, 27
 GZ1344'FEET NORTH OF THE CENTERLINE OF A DRIVEWAY TO THE STATION, AT
 GZ1344'THE SOUTHEAST ANGLE OF THE CROSSING OF THE L AND N R.R. SIDING,
 GZ1344'33.5 FEET SOUTH OF THE SOUTH RAIL, 27.5 FEET EAST OF THE
 GZ1344'CENTERLINE OF THE HIGHWAY, 3.2 FEET EAST OF THE FENCE, AND LEVEL
 GZ1344'WITH THE SIDEWALK.  A STANDARD DISK, STAMPED K 56 1935 AND SET
 GZ1344'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1201 ***********************************************************************
 HZ1201  DESIGNATION -  K 57
 HZ1201  PID         -  HZ1201
 HZ1201  STATE/COUNTY-  KY/SHELBY
 HZ1201  USGS QUAD   -  SIMPSONVILLE (1978)
 HZ1201
 HZ1201                         *CURRENT SURVEY CONTROL
 HZ1201  ___________________________________________________________________
 HZ1201* NAD 83(1986)-  38 11 47.     (N)    085 15 59.     (W)     SCALED    
 HZ1201* NAVD 88     -       214.997  (meters)     705.37   (feet)  ADJUSTED  
 HZ1201  ___________________________________________________________________
 HZ1201  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ1201  DYNAMIC HT  -         214.845 (meters)     704.87  (feet)  COMP
 HZ1201  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 HZ1201
 HZ1201  VERT ORDER  -  SECOND    CLASS 0
 HZ1201
 HZ1201.The horizontal coordinates were scaled from a topographic map and have
 HZ1201.an estimated accuracy of +/- 6 seconds.
 HZ1201
 HZ1201.The orthometric height was determined by differential leveling
 HZ1201.and adjusted by the National Geodetic Survey in June 1991..
 HZ1201
 HZ1201.The geoid height was determined by GEOID03.
 HZ1201
 HZ1201.The dynamic height is computed by dividing the NAVD 88
 HZ1201.geopotential number by the normal gravity value computed on the
 HZ1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1201.degrees latitude (g = 980.6199 gals.).
 HZ1201
 HZ1201.The modeled gravity was interpolated from observed gravity values.
 HZ1201
 HZ1201;                    North         East    Units  Estimated Accuracy
 HZ1201;SPC KY1Z     - 1,206,880.    1,542,360.      MT  (+/- 180 meters Scaled)
 HZ1201
 HZ1201                          SUPERSEDED SURVEY CONTROL
 HZ1201
 HZ1201  NGVD 29 (??/??/92)  215.157  (m)          705.89   (f) ADJ UNCH    2 0
 HZ1201
 HZ1201.Superseded values are not recommended for survey control.
 HZ1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1201.See file dsdata.txt to determine how the superseded data were derived.
 HZ1201
 HZ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH518290(NAD 83)
 HZ1201_MARKER: DB = BENCH MARK DISK
 HZ1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1201_STAMPING: K 57 1935
 HZ1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1201+STABILITY: SURFACE MOTION
 HZ1201
 HZ1201  HISTORY     - Date     Condition        Report By
 HZ1201  HISTORY     - 1935     MONUMENTED       CGS
 HZ1201
 HZ1201                          STATION DESCRIPTION
 HZ1201
 HZ1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ1201'3.5 MI SW FROM SHELBYVILLE.
 HZ1201'3.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ1201'FROM THE STATION AT SHELBYVILLE, SHELBY COUNTY, 150 YARDS
 HZ1201'NORTHWEST OF A STONE QUARRY, 85 YARDS NORTHEAST OF A STEEL
 HZ1201'BRIDGE OVER A CREEK, AT A DIRT-ROAD CROSSING, 48.3 FEET
 HZ1201'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 15.2 FEET WEST OF THE
 HZ1201'NORTHWEST RAIL, 18 FEET SOUTH OF A FENCE CORNER, AND ABOUT
 HZ1201'1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 57 1935
 HZ1201'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2306 ***********************************************************************
 GZ2306  DESIGNATION -  K 6
 GZ2306  PID         -  GZ2306
 GZ2306  STATE/COUNTY-  KY/HARDIN
 GZ2306  USGS QUAD   -  CECILIA (1992)
 GZ2306
 GZ2306                         *CURRENT SURVEY CONTROL
 GZ2306  ___________________________________________________________________
 GZ2306* NAD 83(1986)-  37 41 05.     (N)    085 55 06.     (W)     SCALED    
 GZ2306* NAVD 88     -       229.428  (meters)     752.72   (feet)  ADJUSTED  
 GZ2306  ___________________________________________________________________
 GZ2306  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 GZ2306  DYNAMIC HT  -         229.256 (meters)     752.15  (feet)  COMP
 GZ2306  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 GZ2306
 GZ2306  VERT ORDER  -  FIRST     CLASS II
 GZ2306
 GZ2306.The horizontal coordinates were scaled from a topographic map and have
 GZ2306.an estimated accuracy of +/- 6 seconds.
 GZ2306
 GZ2306.The orthometric height was determined by differential leveling
 GZ2306.and adjusted by the National Geodetic Survey in June 1991..
 GZ2306
 GZ2306.The geoid height was determined by GEOID03.
 GZ2306
 GZ2306.The dynamic height is computed by dividing the NAVD 88
 GZ2306.geopotential number by the normal gravity value computed on the
 GZ2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2306.degrees latitude (g = 980.6199 gals.).
 GZ2306
 GZ2306.The modeled gravity was interpolated from observed gravity values.
 GZ2306
 GZ2306;                    North         East    Units  Estimated Accuracy
 GZ2306;SPC KY1Z     - 1,149,990.    1,485,150.      MT  (+/- 180 meters Scaled)
 GZ2306
 GZ2306                          SUPERSEDED SURVEY CONTROL
 GZ2306
 GZ2306  NGVD 29 (??/??/92)  229.546  (m)          753.10   (f) ADJ UNCH    1 2
 GZ2306
 GZ2306.Superseded values are not recommended for survey control.
 GZ2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2306.See file dsdata.txt to determine how the superseded data were derived.
 GZ2306
 GZ2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG953713(NAD 83)
 GZ2306_MARKER: DB = BENCH MARK DISK
 GZ2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2306_STAMPING: K 6 1921
 GZ2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2306+STABILITY: SURFACE MOTION
 GZ2306
 GZ2306  HISTORY     - Date     Condition        Report By
 GZ2306  HISTORY     - 1921     MONUMENTED       CGS
 GZ2306  HISTORY     - 1953     GOOD             NGS
 GZ2306  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GZ2306
 GZ2306                          STATION DESCRIPTION
 GZ2306
 GZ2306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GZ2306'2.6 MI NE FROM CECILIA.
 GZ2306'2.55 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GZ2306'STATION AT CECILIA, 3.65 MILES WEST OF THE STATION AT ELIZABETHTOWN,
 GZ2306'26 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 44 FEET SOUTHEAST AND
 GZ2306'ACROSS THE TRACK FROM POLE 2138, 34 FEET SOUTH OF THE CENTER OF
 GZ2306'AN ABANDONED ROAD CROSSING, 21 FEET SOUTHWEST OF THE CENTER LINE
 GZ2306'OF THE ABANDONED ROAD, 11 1/2 FEET SOUTHWEST OF A FENCE CORNER
 GZ2306'AND IN THE FENCE LINE, 2 FEET ABOVE THE LEVEL OF THE TRACK AND IN
 GZ2306'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ2306
 GZ2306                          STATION RECOVERY (1988)
 GZ2306
 GZ2306'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 GZ2306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2405 ***********************************************************************
 GZ2405  DESIGNATION -  K 60
 GZ2405  PID         -  GZ2405
 GZ2405  STATE/COUNTY-  KY/LARUE
 GZ2405  USGS QUAD   -  NEW HAVEN (1987)
 GZ2405
 GZ2405                         *CURRENT SURVEY CONTROL
 GZ2405  ___________________________________________________________________
 GZ2405* NAD 83(1986)-  37 40 39.     (N)    085 36 44.     (W)     SCALED    
 GZ2405* NAVD 88     -       148.417  (meters)     486.93   (feet)  ADJUSTED  
 GZ2405  ___________________________________________________________________
 GZ2405  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 GZ2405  DYNAMIC HT  -         148.303 (meters)     486.56  (feet)  COMP
 GZ2405  MODELED GRAV-     979,864.2   (mgal)                       NAVD 88
 GZ2405
 GZ2405  VERT ORDER  -  SECOND    CLASS 0
 GZ2405
 GZ2405.The horizontal coordinates were scaled from a topographic map and have
 GZ2405.an estimated accuracy of +/- 6 seconds.
 GZ2405
 GZ2405.The orthometric height was determined by differential leveling
 GZ2405.and adjusted by the National Geodetic Survey in June 1991..
 GZ2405
 GZ2405.The geoid height was determined by GEOID03.
 GZ2405
 GZ2405.The dynamic height is computed by dividing the NAVD 88
 GZ2405.geopotential number by the normal gravity value computed on the
 GZ2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2405.degrees latitude (g = 980.6199 gals.).
 GZ2405
 GZ2405.The modeled gravity was interpolated from observed gravity values.
 GZ2405
 GZ2405;                    North         East    Units  Estimated Accuracy
 GZ2405;SPC KY1Z     - 1,149,190.    1,512,150.      MT  (+/- 180 meters Scaled)
 GZ2405
 GZ2405                          SUPERSEDED SURVEY CONTROL
 GZ2405
 GZ2405  NGVD 29 (??/??/92)  148.558  (m)          487.39   (f) ADJ UNCH    2 0
 GZ2405
 GZ2405.Superseded values are not recommended for survey control.
 GZ2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2405.See file dsdata.txt to determine how the superseded data were derived.
 GZ2405
 GZ2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG223709(NAD 83)
 GZ2405_MARKER: DB = BENCH MARK DISK
 GZ2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2405_STAMPING: K 60 1935
 GZ2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2405+STABILITY: SURFACE MOTION
 GZ2405
 GZ2405  HISTORY     - Date     Condition        Report By
 GZ2405  HISTORY     - 1935     MONUMENTED       CGS
 GZ2405
 GZ2405                          STATION DESCRIPTION
 GZ2405
 GZ2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ2405'1.9 MI NW FROM NEW HAVEN.
 GZ2405'IN LARUE COUNTY, 1.9 MILES NORTHWEST ALONG THE LOUISVILLE AND
 GZ2405'NASHVILLE RAILROAD FROM THE STATION AT NEW HAVEN, NELSON COUNTY,
 GZ2405'32 YARDS NORTH OF THE STATION AT LYONS, 6-1/2 RAILS NORTHWEST
 GZ2405'OF A CATTLE-LOADING PLATFORM, 14 YARDS SOUTH OF THE CENTER OF A
 GZ2405'CROSSING, 19.3 FEET EAST OF THE EAST RAIL, 2.8 FEET NORTH OF A
 GZ2405'TELEPHONE POLE, AND ABOUT 6 INCHES LOWER THAN THE TOP OF THE
 GZ2405'RAIL.  A STANDARD DISK, STAMPED K 60 1935 AND SET IN THE TOP OF A
 GZ2405'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1204 ***********************************************************************
 GB1204  DESIGNATION -  K 61
 GB1204  PID         -  GB1204
 GB1204  STATE/COUNTY-  KY/PULASKI
 GB1204  USGS QUAD   -  BURNSIDE (1982)
 GB1204
 GB1204                         *CURRENT SURVEY CONTROL
 GB1204  ___________________________________________________________________
 GB1204* NAD 83(1986)-  36 54 53.     (N)    084 31 20.     (W)     SCALED    
 GB1204* NAVD 88     -       308.012  (meters)    1010.54   (feet)  ADJUSTED  
 GB1204  ___________________________________________________________________
 GB1204  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GB1204  DYNAMIC HT  -         307.773 (meters)    1009.75  (feet)  COMP
 GB1204  MODELED GRAV-     979,845.8   (mgal)                       NAVD 88
 GB1204
 GB1204  VERT ORDER  -  FIRST     CLASS II
 GB1204
 GB1204.The horizontal coordinates were scaled from a topographic map and have
 GB1204.an estimated accuracy of +/- 6 seconds.
 GB1204
 GB1204.The orthometric height was determined by differential leveling
 GB1204.and adjusted by the National Geodetic Survey in June 1991..
 GB1204
 GB1204.The geoid height was determined by GEOID03.
 GB1204
 GB1204.The dynamic height is computed by dividing the NAVD 88
 GB1204.geopotential number by the normal gravity value computed on the
 GB1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1204.degrees latitude (g = 980.6199 gals.).
 GB1204
 GB1204.The modeled gravity was interpolated from observed gravity values.
 GB1204
 GB1204;                    North         East    Units  Estimated Accuracy
 GB1204;SPC KY1Z     - 1,065,250.    1,609,410.      MT  (+/- 180 meters Scaled)
 GB1204
 GB1204                          SUPERSEDED SURVEY CONTROL
 GB1204
 GB1204  NGVD 29 (??/??/92)  308.175  (m)         1011.07   (f) ADJ UNCH    1 2
 GB1204
 GB1204.Superseded values are not recommended for survey control.
 GB1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1204.See file dsdata.txt to determine how the superseded data were derived.
 GB1204
 GB1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF207882(NAD 83)
 GB1204_MARKER: DB = BENCH MARK DISK
 GB1204_SETTING: 66 = SET IN ROCK OUTCROP
 GB1204_SP_SET: ROCK OUTCROP
 GB1204_STAMPING: K 61 1935 1011.071
 GB1204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1204+STABILITY: POSITION/ELEVATION WELL
 GB1204
 GB1204  HISTORY     - Date     Condition        Report By
 GB1204  HISTORY     - 1935     MONUMENTED       CGS
 GB1204  HISTORY     - 1968     GOOD             NGS
 GB1204
 GB1204                          STATION DESCRIPTION
 GB1204
 GB1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB1204'6.4 MI N FROM PARKERS LAKE.
 GB1204'ABOUT 1.75 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB1204'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, THENCE 1.0 MILE NORTH
 GB1204'ALONG THE SOUTHERN RAILWAY, THENCE 3.6 MILES NORTHWEST ALONG AN
 GB1204'ABANDONED RAILROAD GRADE, 0.25 MILE NORTHWEST OF THE NORTHWEST END
 GB1204'OF AN ABANDONED RAILROAD BRIDGE OVER GUM LICK BRANCH, 0.1 MILE
 GB1204'SOUTHEAST OF A JUNCTION OF THE RAILROAD GRADE AND A TRAIL ROAD,
 GB1204'SET IN THE SOUTHWEST SIDE OF A SLANTING ROCK OUTCROP, 28 1/2 FEET
 GB1204'NORTHEAST OF THE CENTERLINE OF THE RAILROAD GRADE, AND ABOUT LEVEL
 GB1204'WITH THE GROUND.  NOTE-- THIS MARK WAS NOT LEVELED TO BY THIS
 GB1204'PARTY IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2021 ***********************************************************************
 GB2021  DESIGNATION -  K 62
 GB2021  PID         -  GB2021
 GB2021  STATE/COUNTY-  KY/BARREN
 GB2021  USGS QUAD   -  TEMPLE HILL (1981)
 GB2021
 GB2021                         *CURRENT SURVEY CONTROL
 GB2021  ___________________________________________________________________
 GB2021* NAD 83(1986)-  36 57 52.     (N)    085 52 22.     (W)     SCALED    
 GB2021* NAVD 88     -       230.676  (meters)     756.81   (feet)  ADJUSTED  
 GB2021  ___________________________________________________________________
 GB2021  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GB2021  DYNAMIC HT  -         230.491 (meters)     756.20  (feet)  COMP
 GB2021  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 GB2021
 GB2021  VERT ORDER  -  SECOND    CLASS 0
 GB2021
 GB2021.The horizontal coordinates were scaled from a topographic map and have
 GB2021.an estimated accuracy of +/- 6 seconds.
 GB2021
 GB2021.The orthometric height was determined by differential leveling
 GB2021.and adjusted by the National Geodetic Survey in June 1991..
 GB2021
 GB2021.The geoid height was determined by GEOID03.
 GB2021
 GB2021.The dynamic height is computed by dividing the NAVD 88
 GB2021.geopotential number by the normal gravity value computed on the
 GB2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2021.degrees latitude (g = 980.6199 gals.).
 GB2021
 GB2021.The modeled gravity was interpolated from observed gravity values.
 GB2021
 GB2021;                    North         East    Units  Estimated Accuracy
 GB2021;SPC KY1Z     - 1,070,050.    1,489,070.      MT  (+/- 180 meters Scaled)
 GB2021
 GB2021                          SUPERSEDED SURVEY CONTROL
 GB2021
 GB2021  NGVD 29 (??/??/92)  230.816  (m)          757.27   (f) ADJ UNCH    2 0
 GB2021
 GB2021.Superseded values are not recommended for survey control.
 GB2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2021.See file dsdata.txt to determine how the superseded data were derived.
 GB2021
 GB2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF003915(NAD 83)
 GB2021_MARKER: DB = BENCH MARK DISK
 GB2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2021_STAMPING: K 62 1935
 GB2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2021+STABILITY: SURFACE MOTION
 GB2021
 GB2021  HISTORY     - Date     Condition        Report By
 GB2021  HISTORY     - 1935     MONUMENTED       CGS
 GB2021  HISTORY     - 1958     MARK NOT FOUND   NGS
 GB2021
 GB2021                          STATION DESCRIPTION
 GB2021
 GB2021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB2021'3.2 MI SE FROM GLASGOW.
 GB2021'3.2 MILES EAST ALONG STATE HIGHWAY 90 FROM THE COURTHOUSE AT
 GB2021'GLASGOW, BARREN COUNTY, ABOUT 300 YARDS EAST OF A LARGE BARN WITH
 GB2021'A TIN ROOF, 57 FEET WEST OF A WALK LEADING TO A HOUSE, 33 FEET
 GB2021'NORTH OF THE CENTERLINE OF THE HIGHWAY, 35 FEET SOUTH OF A
 GB2021'FENCE LINE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  NOTE-- NONE
 GB2021'OF THE REFERENCE POINTS COULD BE FOUND, MANY CHANGES HAVE TAKEN
 GB2021'PLACE IN THIS AREA AND NO LOCAL HELP WAS AVAILABLE.  MARK MAY
 GB2021'STILL BE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0004 ***********************************************************************
 GC0004  DESIGNATION -  K 63
 GC0004  PID         -  GC0004
 GC0004  STATE/COUNTY-  KY/BARREN
 GC0004  USGS QUAD   -  AUSTIN (1994)
 GC0004
 GC0004                         *CURRENT SURVEY CONTROL
 GC0004  ___________________________________________________________________
 GC0004* NAD 83(1986)-  36 51 58.     (N)    086 04 21.     (W)     SCALED    
 GC0004* NAVD 88     -       162.045  (meters)     531.64   (feet)  ADJUSTED  
 GC0004  ___________________________________________________________________
 GC0004  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GC0004  DYNAMIC HT  -         161.917 (meters)     531.22  (feet)  COMP
 GC0004  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 GC0004
 GC0004  VERT ORDER  -  SECOND    CLASS 0
 GC0004
 GC0004.The horizontal coordinates were scaled from a topographic map and have
 GC0004.an estimated accuracy of +/- 6 seconds.
 GC0004
 GC0004.The orthometric height was determined by differential leveling
 GC0004.and adjusted by the National Geodetic Survey in June 1991..
 GC0004
 GC0004.The geoid height was determined by GEOID03.
 GC0004
 GC0004.The dynamic height is computed by dividing the NAVD 88
 GC0004.geopotential number by the normal gravity value computed on the
 GC0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0004.degrees latitude (g = 980.6199 gals.).
 GC0004
 GC0004.The modeled gravity was interpolated from observed gravity values.
 GC0004
 GC0004;                    North         East    Units  Estimated Accuracy
 GC0004;SPC KY1Z     - 1,059,180.    1,471,240.      MT  (+/- 180 meters Scaled)
 GC0004
 GC0004                          SUPERSEDED SURVEY CONTROL
 GC0004
 GC0004  NGVD 29 (??/??/92)  162.176  (m)          532.07   (f) ADJ UNCH    2 0
 GC0004
 GC0004.Superseded values are not recommended for survey control.
 GC0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0004.See file dsdata.txt to determine how the superseded data were derived.
 GC0004
 GC0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF826804(NAD 83)
 GC0004_MARKER: DB = BENCH MARK DISK
 GC0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0004_STAMPING: K 63 1935
 GC0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0004+STABILITY: SURFACE MOTION
 GC0004
 GC0004  HISTORY     - Date     Condition        Report By
 GC0004  HISTORY     - 1935     MONUMENTED       CGS
 GC0004
 GC0004                          STATION DESCRIPTION
 GC0004
 GC0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0004'2.8 MI S FROM LUCAS.
 GC0004'2.8 MILES SOUTH ALONG U.S. HIGHWAY 31E FROM THE POST OFFICE AT
 GC0004'LUCAS, BARREN COUNTY, 0.2 MILE NORTH OF THE JUNCTION OF THE ROAD
 GC0004'LEADING TO AUSTIN, ABOUT 200 YARDS SOUTH OF A LARGE TILE SILO.
 GC0004'55 YARDS NORTH OF A 3- BY 3-FOOT CONCRETE-BOX CULVERT, 27 FEET WEST
 GC0004'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE
 GC0004'HIGHWAY.  A STANDARD DISK, STAMPED K 63 1935 AND SET IN THE TOP
 GC0004'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1347 ***********************************************************************
 GZ1347  DESIGNATION -  K 64
 GZ1347  PID         -  GZ1347
 GZ1347  STATE/COUNTY-  KY/WASHINGTON
 GZ1347  USGS QUAD   -  SPRINGFIELD (1979)
 GZ1347
 GZ1347                         *CURRENT SURVEY CONTROL
 GZ1347  ___________________________________________________________________
 GZ1347* NAD 83(1986)-  37 41 07.     (N)    085 13 18.     (W)     SCALED    
 GZ1347* NAVD 88     -       236.329  (meters)     775.36   (feet)  ADJUSTED  
 GZ1347  ___________________________________________________________________
 GZ1347  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 GZ1347  DYNAMIC HT  -         236.144 (meters)     774.75  (feet)  COMP
 GZ1347  MODELED GRAV-     979,845.5   (mgal)                       NAVD 88
 GZ1347
 GZ1347  VERT ORDER  -  SECOND    CLASS 0
 GZ1347
 GZ1347.The horizontal coordinates were scaled from a topographic map and have
 GZ1347.an estimated accuracy of +/- 6 seconds.
 GZ1347
 GZ1347.The orthometric height was determined by differential leveling
 GZ1347.and adjusted by the National Geodetic Survey in June 1991..
 GZ1347
 GZ1347.The geoid height was determined by GEOID03.
 GZ1347
 GZ1347.The dynamic height is computed by dividing the NAVD 88
 GZ1347.geopotential number by the normal gravity value computed on the
 GZ1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1347.degrees latitude (g = 980.6199 gals.).
 GZ1347
 GZ1347.The modeled gravity was interpolated from observed gravity values.
 GZ1347
 GZ1347;                    North         East    Units  Estimated Accuracy
 GZ1347;SPC KY1Z     - 1,150,170.    1,546,600.      MT  (+/- 180 meters Scaled)
 GZ1347
 GZ1347                          SUPERSEDED SURVEY CONTROL
 GZ1347
 GZ1347  NGVD 29 (??/??/92)  236.471  (m)          775.82   (f) ADJ UNCH    2 0
 GZ1347
 GZ1347.Superseded values are not recommended for survey control.
 GZ1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1347.See file dsdata.txt to determine how the superseded data were derived.
 GZ1347
 GZ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG568723(NAD 83)
 GZ1347_MARKER: DB = BENCH MARK DISK
 GZ1347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1347_SP_SET: BUILDING
 GZ1347_STAMPING: K 64 1935
 GZ1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1347
 GZ1347  HISTORY     - Date     Condition        Report By
 GZ1347  HISTORY     - 1935     MONUMENTED       CGS
 GZ1347  HISTORY     - 1954     GOOD             NGS
 GZ1347
 GZ1347                          STATION DESCRIPTION
 GZ1347
 GZ1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GZ1347'AT SPRINGFIELD.
 GZ1347'AT SPRINGFIELD, WASHINGTON COUNTY, ON COURT STREET, AT THE
 GZ1347'SOUTHEAST CORNER OF THE COUNTY CLERK OFFICE BUILDING, IN THE
 GZ1347'BRICK WALL, 2.2 FEET NORTH OF THE REAR OF THE LOUISVILLE STORE
 GZ1347'BUILDING, AND 4.7 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 GZ1347'STAMPED K 64 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0138 ***********************************************************************
 HB0138  DESIGNATION -  K 64 X
 HB0138  PID         -  HB0138
 HB0138  STATE/COUNTY-  KY/CRITTENDEN
 HB0138  USGS QUAD   -  FREDONIA (1954)
 HB0138
 HB0138                         *CURRENT SURVEY CONTROL
 HB0138  ___________________________________________________________________
 HB0138* NAD 83(1986)-  37 13 45.     (N)    088 05 42.     (W)     SCALED    
 HB0138* NAVD 88     -       149.710  (meters)     491.17   (feet)  ADJUSTED  
 HB0138  ___________________________________________________________________
 HB0138  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HB0138  DYNAMIC HT  -         149.598 (meters)     490.81  (feet)  COMP
 HB0138  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 HB0138
 HB0138  VERT ORDER  -  FIRST     CLASS II
 HB0138
 HB0138.The horizontal coordinates were scaled from a topographic map and have
 HB0138.an estimated accuracy of +/- 6 seconds.
 HB0138
 HB0138.The orthometric height was determined by differential leveling
 HB0138.and adjusted by the National Geodetic Survey in June 1991..
 HB0138
 HB0138.The geoid height was determined by GEOID03.
 HB0138
 HB0138.The dynamic height is computed by dividing the NAVD 88
 HB0138.geopotential number by the normal gravity value computed on the
 HB0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0138.degrees latitude (g = 980.6199 gals.).
 HB0138
 HB0138.The modeled gravity was interpolated from observed gravity values.
 HB0138
 HB0138;                    North         East    Units  Estimated Accuracy
 HB0138;SPC KY1Z     - 1,102,040.    1,291,920.      MT  (+/- 180 meters Scaled)
 HB0138
 HB0138                          SUPERSEDED SURVEY CONTROL
 HB0138
 HB0138  NGVD 29 (??/??/??)  149.787  (m)          491.43   (f) ADJUSTED    1 2
 HB0138
 HB0138.Superseded values are not recommended for survey control.
 HB0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0138.See file dsdata.txt to determine how the superseded data were derived.
 HB0138
 HB0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG028208(NAD 83)
 HB0138_MARKER: DB = BENCH MARK DISK
 HB0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0138_SP_SET: FOUNDATION
 HB0138_STAMPING: K 64 X 1935
 HB0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0138
 HB0138  HISTORY     - Date     Condition        Report By
 HB0138  HISTORY     - 1935     MONUMENTED       CGS
 HB0138  HISTORY     - 1949     GOOD             CGS
 HB0138  HISTORY     - 1985     MARK NOT FOUND   NGS
 HB0138
 HB0138                          STATION DESCRIPTION
 HB0138
 HB0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0138'AT MEXICO.
 HB0138'AT MEXICO, ALONG THE ILLINOIS CENTRAL RAILROAD, SET IN THE
 HB0138'TOP OF THE SOUTH CONCRETE FOUNDATION OF AN OLD SCALE PIT, 184
 HB0138'FEET SOUTHEAST AND ACROSS THE TRACKS FROM THE SOUTHEAST CORNER
 HB0138'OF THE STATION BUILDING, 117 FEET EAST OF THE CENTER OF A
 HB0138'ROAD CROSSING AND MAIN TRACK, 113 1/2 FEET EAST OF THE EAST RAIL,
 HB0138'9 FEET EAST OF THE SOUTHWEST CORNER OF THE SCALE FOUNDATION, AND
 HB0138'ABOUT LEVEL WITH THE TRACK.
 HB0138
 HB0138                          STATION RECOVERY (1985)
 HB0138
 HB0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1003 ***********************************************************************
 GC1003  DESIGNATION -  K 66
 GC1003  PID         -  GC1003
 GC1003  STATE/COUNTY-  KY/WARREN
 GC1003  USGS QUAD   -  WOODBURN (1979)
 GC1003
 GC1003                         *CURRENT SURVEY CONTROL
 GC1003  ___________________________________________________________________
 GC1003* NAD 83(1986)-  36 50 35.     (N)    086 31 40.     (W)     SCALED    
 GC1003* NAVD 88     -       194.417  (meters)     637.85   (feet)  ADJUSTED  
 GC1003  ___________________________________________________________________
 GC1003  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 GC1003  DYNAMIC HT  -         194.262 (meters)     637.34  (feet)  COMP
 GC1003  MODELED GRAV-     979,827.6   (mgal)                       NAVD 88
 GC1003
 GC1003  VERT ORDER  -  SECOND    CLASS 0
 GC1003
 GC1003.The horizontal coordinates were scaled from a topographic map and have
 GC1003.an estimated accuracy of +/- 6 seconds.
 GC1003
 GC1003.The orthometric height was determined by differential leveling
 GC1003.and adjusted by the National Geodetic Survey in June 1991..
 GC1003
 GC1003.The geoid height was determined by GEOID03.
 GC1003
 GC1003.The dynamic height is computed by dividing the NAVD 88
 GC1003.geopotential number by the normal gravity value computed on the
 GC1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1003.degrees latitude (g = 980.6199 gals.).
 GC1003
 GC1003.The modeled gravity was interpolated from observed gravity values.
 GC1003
 GC1003;                    North         East    Units  Estimated Accuracy
 GC1003;SPC KY1Z     - 1,056,860.    1,430,620.      MT  (+/- 180 meters Scaled)
 GC1003
 GC1003                          SUPERSEDED SURVEY CONTROL
 GC1003
 GC1003  NGVD 29 (??/??/92)  194.536  (m)          638.24   (f) ADJ UNCH    2 0
 GC1003
 GC1003.Superseded values are not recommended for survey control.
 GC1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1003.See file dsdata.txt to determine how the superseded data were derived.
 GC1003
 GC1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF421775(NAD 83)
 GC1003_MARKER: DB = BENCH MARK DISK
 GC1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1003_STAMPING: K 66 1935
 GC1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1003+STABILITY: SURFACE MOTION
 GC1003
 GC1003  HISTORY     - Date     Condition        Report By
 GC1003  HISTORY     - 1935     MONUMENTED       CGS
 GC1003  HISTORY     - 20030709 MARK NOT FOUND   KYDT
 GC1003
 GC1003                          STATION DESCRIPTION
 GC1003
 GC1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC1003'AT WOODBURN.
 GC1003'AT WOODBURN, WARREN COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC1003'RAILROAD, 120 YARDS NORTH OF THE STATION, 66 YARDS NORTH OF AN
 GC1003'ASPHALT-STREET CROSSING, 28 FEET WEST OF THE WEST RAIL OF THE
 GC1003'MAIN TRACK, 2.8 FEET EAST OF A FENCE, AND LEVEL WITH THE TOP
 GC1003'OF THE RAIL.  A STANDARD DISK, STAMPED K 66 1935 AND SET
 GC1003'IN THE TOP OF A CONCRETE POST.
 GC1003
 GC1003                          STATION RECOVERY (2003)
 GC1003
 GC1003'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1176 ***********************************************************************
 GZ1176  DESIGNATION -  K 67
 GZ1176  PID         -  GZ1176
 GZ1176  STATE/COUNTY-  KY/BOYLE
 GZ1176  USGS QUAD   -  PARKSVILLE (1952)
 GZ1176
 GZ1176                         *CURRENT SURVEY CONTROL
 GZ1176  ___________________________________________________________________
 GZ1176* NAD 83(1986)-  37 35 56.     (N)    084 59 58.     (W)     SCALED    
 GZ1176* NAVD 88     -       304.203  (meters)     998.04   (feet)  ADJUSTED  
 GZ1176  ___________________________________________________________________
 GZ1176  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GZ1176  DYNAMIC HT  -         303.965 (meters)     997.26  (feet)  COMP
 GZ1176  MODELED GRAV-     979,839.4   (mgal)                       NAVD 88
 GZ1176
 GZ1176  VERT ORDER  -  SECOND    CLASS 0
 GZ1176
 GZ1176.The horizontal coordinates were scaled from a topographic map and have
 GZ1176.an estimated accuracy of +/- 6 seconds.
 GZ1176
 GZ1176.The orthometric height was determined by differential leveling
 GZ1176.and adjusted by the National Geodetic Survey in June 1991..
 GZ1176
 GZ1176.The geoid height was determined by GEOID03.
 GZ1176
 GZ1176.The dynamic height is computed by dividing the NAVD 88
 GZ1176.geopotential number by the normal gravity value computed on the
 GZ1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1176.degrees latitude (g = 980.6199 gals.).
 GZ1176
 GZ1176.The modeled gravity was interpolated from observed gravity values.
 GZ1176
 GZ1176;                    North         East    Units  Estimated Accuracy
 GZ1176;SPC KY1Z     - 1,140,720.    1,566,270.      MT  (+/- 180 meters Scaled)
 GZ1176
 GZ1176                          SUPERSEDED SURVEY CONTROL
 GZ1176
 GZ1176  NGVD 29 (??/??/92)  304.341  (m)          998.49   (f) ADJ UNCH    2 0
 GZ1176
 GZ1176.Superseded values are not recommended for survey control.
 GZ1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1176.See file dsdata.txt to determine how the superseded data were derived.
 GZ1176
 GZ1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG766631(NAD 83)
 GZ1176_MARKER: DB = BENCH MARK DISK
 GZ1176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1176_SP_SET: CULVERT
 GZ1176_STAMPING: K 67 1935
 GZ1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1176
 GZ1176  HISTORY     - Date     Condition        Report By
 GZ1176  HISTORY     - 1935     MONUMENTED       CGS
 GZ1176  HISTORY     - 1981     GOOD             KYDT
 GZ1176
 GZ1176                          STATION DESCRIPTION
 GZ1176
 GZ1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ1176'1.1 MI W FROM BRUMFIELD.
 GZ1176'1.1 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GZ1176'THE STATION AT BRUMFIELD, BOYLE COUNTY, 16-3/4 RAILS WEST OF
 GZ1176'MILEPOST L 83, IN THE TOP OF THE NORTHWEST CORNER OF A CULVERT,
 GZ1176'8 YARDS NORTH OF THE TRACK, 4.4 FEET SOUTH OF A FENCE, AND ABOUT
 GZ1176'20 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 GZ1176'K 67 1935.
 GZ1176
 GZ1176                          STATION RECOVERY (1981)
 GZ1176
 GZ1176'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1162 ***********************************************************************
 GZ1162  DESIGNATION -  K 68
 GZ1162  PID         -  GZ1162
 GZ1162  STATE/COUNTY-  KY/MERCER
 GZ1162  USGS QUAD   -  MC BRAYER (1967)
 GZ1162
 GZ1162                         *CURRENT SURVEY CONTROL
 GZ1162  ___________________________________________________________________
 GZ1162* NAD 83(1986)-  37 53 43.     (N)    084 52 32.     (W)     SCALED    
 GZ1162* NAVD 88     -       240.046  (meters)     787.55   (feet)  ADJUSTED  
 GZ1162  ___________________________________________________________________
 GZ1162  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GZ1162  DYNAMIC HT  -         239.866 (meters)     786.96  (feet)  COMP
 GZ1162  MODELED GRAV-     979,873.4   (mgal)                       NAVD 88
 GZ1162
 GZ1162  VERT ORDER  -  SECOND    CLASS 0
 GZ1162
 GZ1162.The horizontal coordinates were scaled from a topographic map and have
 GZ1162.an estimated accuracy of +/- 6 seconds.
 GZ1162
 GZ1162.The orthometric height was determined by differential leveling
 GZ1162.and adjusted by the National Geodetic Survey in June 1991..
 GZ1162
 GZ1162.The geoid height was determined by GEOID03.
 GZ1162
 GZ1162.The dynamic height is computed by dividing the NAVD 88
 GZ1162.geopotential number by the normal gravity value computed on the
 GZ1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1162.degrees latitude (g = 980.6199 gals.).
 GZ1162
 GZ1162.The modeled gravity was interpolated from observed gravity values.
 GZ1162
 GZ1162;                    North         East    Units  Estimated Accuracy
 GZ1162;SPC KY1Z     - 1,173,710.    1,576,910.      MT  (+/- 180 meters Scaled)
 GZ1162
 GZ1162                          SUPERSEDED SURVEY CONTROL
 GZ1162
 GZ1162  NGVD 29 (??/??/92)  240.194  (m)          788.04   (f) ADJ UNCH    2 0
 GZ1162
 GZ1162.Superseded values are not recommended for survey control.
 GZ1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1162.See file dsdata.txt to determine how the superseded data were derived.
 GZ1162
 GZ1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG867963(NAD 83)
 GZ1162_MARKER: DB = BENCH MARK DISK
 GZ1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1162_STAMPING: K 68 1935
 GZ1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1162+STABILITY: SURFACE MOTION
 GZ1162
 GZ1162  HISTORY     - Date     Condition        Report By
 GZ1162  HISTORY     - 1935     MONUMENTED       CGS
 GZ1162
 GZ1162                          STATION DESCRIPTION
 GZ1162
 GZ1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ1162'10.3 MI S FROM LAWRENCEBURG.
 GZ1162'IN MERCER COUNTY, 10.3 MILES SOUTH ALONG THE SOUTHERN RAILWAY
 GZ1162'FROM THE STATION AT LAWRENCEBURG, ANDERSON COUNTY, 95.7 FEET
 GZ1162'NORTH OF THE NORTH END OF THE VANARSDELL STATION, 32.2 FEET
 GZ1162'SOUTHWEST OF A MAIL RACK, AT THE NORTHWEST CORNER OF A DIRT-ROAD
 GZ1162'CROSSING, 26 FEET WEST OF THE WEST RAIL, 4 FEET EAST OF THE FENCE,
 GZ1162'AND LEVEL WITH THE TRACK.  A STANDARD DISK STAMPED K 68 1935 AND
 GZ1162'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0824 ***********************************************************************
 HA0824  DESIGNATION -  K 69
 HA0824  PID         -  HA0824
 HA0824  STATE/COUNTY-  KY/CHRISTIAN
 HA0824  USGS QUAD   -  CROFTON (1969)
 HA0824
 HA0824                         *CURRENT SURVEY CONTROL
 HA0824  ___________________________________________________________________
 HA0824* NAD 83(1986)-  37 02 53.     (N)    087 29 09.     (W)     SCALED    
 HA0824* NAVD 88     -       184.423  (meters)     605.06   (feet)  ADJUSTED  
 HA0824  ___________________________________________________________________
 HA0824  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HA0824  DYNAMIC HT  -         184.281 (meters)     604.60  (feet)  COMP
 HA0824  MODELED GRAV-     979,859.1   (mgal)                       NAVD 88
 HA0824
 HA0824  VERT ORDER  -  SECOND    CLASS 0
 HA0824
 HA0824.The horizontal coordinates were scaled from a topographic map and have
 HA0824.an estimated accuracy of +/- 6 seconds.
 HA0824
 HA0824.The orthometric height was determined by differential leveling
 HA0824.and adjusted by the National Geodetic Survey in June 1991..
 HA0824
 HA0824.The geoid height was determined by GEOID03.
 HA0824
 HA0824.The dynamic height is computed by dividing the NAVD 88
 HA0824.geopotential number by the normal gravity value computed on the
 HA0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0824.degrees latitude (g = 980.6199 gals.).
 HA0824
 HA0824.The modeled gravity was interpolated from observed gravity values.
 HA0824
 HA0824;                    North         East    Units  Estimated Accuracy
 HA0824;SPC KY1Z     - 1,080,760.    1,345,600.      MT  (+/- 180 meters Scaled)
 HA0824
 HA0824                          SUPERSEDED SURVEY CONTROL
 HA0824
 HA0824  NGVD 29 (??/??/92)  184.489  (m)          605.28   (f) ADJ UNCH    2 0
 HA0824
 HA0824.Superseded values are not recommended for survey control.
 HA0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0824.See file dsdata.txt to determine how the superseded data were derived.
 HA0824
 HA0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG568003(NAD 83)
 HA0824_MARKER: DB = BENCH MARK DISK
 HA0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0824_STAMPING: K 69 1935
 HA0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0824+STABILITY: SURFACE MOTION
 HA0824
 HA0824  HISTORY     - Date     Condition        Report By
 HA0824  HISTORY     - 1935     MONUMENTED       CGS
 HA0824  HISTORY     - 1951     GOOD             USGS
 HA0824
 HA0824                          STATION DESCRIPTION
 HA0824
 HA0824'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 HA0824'AT CROFTON.
 HA0824'AT CROFTON, CHRISTIAN COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0824'RAILROAD, 22 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION,
 HA0824'AT A DIRT-ROAD CROSSING, 65 YARDS SOUTHWEST OF THE CENTERLINE OF THE
 HA0824'ROAD, 9 YARDS WEST OF THE WEST RAIL, 9.5 FEET SOUTH OF A POLE, AND
 HA0824'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 69
 HA0824'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0163 ***********************************************************************
 HA0163  DESIGNATION -  K 7
 HA0163  PID         -  HA0163
 HA0163  STATE/COUNTY-  KY/WARREN
 HA0163  USGS QUAD   -  BRISTOW (1979)
 HA0163
 HA0163                         *CURRENT SURVEY CONTROL
 HA0163  ___________________________________________________________________
 HA0163* NAD 83(1986)-  37 01 46.     (N)    086 18 27.     (W)     SCALED    
 HA0163* NAVD 88     -       170.058  (meters)     557.93   (feet)  ADJUSTED  
 HA0163  ___________________________________________________________________
 HA0163  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HA0163  DYNAMIC HT  -         169.926 (meters)     557.50  (feet)  COMP
 HA0163  MODELED GRAV-     979,850.0   (mgal)                       NAVD 88
 HA0163
 HA0163  VERT ORDER  -  FIRST     CLASS I
 HA0163
 HA0163.The horizontal coordinates were scaled from a topographic map and have
 HA0163.an estimated accuracy of +/- 6 seconds.
 HA0163
 HA0163.The orthometric height was determined by differential leveling
 HA0163.and adjusted by the National Geodetic Survey in June 1991..
 HA0163
 HA0163.The geoid height was determined by GEOID03.
 HA0163
 HA0163.The dynamic height is computed by dividing the NAVD 88
 HA0163.geopotential number by the normal gravity value computed on the
 HA0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0163.degrees latitude (g = 980.6199 gals.).
 HA0163
 HA0163.The modeled gravity was interpolated from observed gravity values.
 HA0163
 HA0163;                    North         East    Units  Estimated Accuracy
 HA0163;SPC KY1Z     - 1,077,410.    1,450,400.      MT  (+/- 180 meters Scaled)
 HA0163
 HA0163                          SUPERSEDED SURVEY CONTROL
 HA0163
 HA0163  NGVD 29 (??/??/92)  170.180  (m)          558.33   (f) ADJ UNCH    1 1
 HA0163
 HA0163.Superseded values are not recommended for survey control.
 HA0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0163.See file dsdata.txt to determine how the superseded data were derived.
 HA0163
 HA0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF615983(NAD 83)
 HA0163_MARKER: DB = BENCH MARK DISK
 HA0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0163_STAMPING: K 7 1921
 HA0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0163+STABILITY: SURFACE MOTION
 HA0163
 HA0163  HISTORY     - Date     Condition        Report By
 HA0163  HISTORY     - 1921     MONUMENTED       CGS
 HA0163  HISTORY     - 1968     GOOD             NGS
 HA0163
 HA0163                          STATION DESCRIPTION
 HA0163
 HA0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0163'3.3 MI SW FROM OAKLAND.
 HA0163'ABOUT 3.3 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HA0163'RAILROAD FROM THE POST OFFICE AT OAKLAND, OR ABOUT 7.55 MILES
 HA0163'NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 HA0163'STATION AT BOWLING GREEN, 70 FEET NORTHWEST OF THE CENTER OF A
 HA0163'CROSSING OF THE RAILROAD AND A PAVED ROAD, 30 FEET NORTH OF THE
 HA0163'NORTH RAIL, 32 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A PORCH
 HA0163'ON A FRAME HOUSE, 17 1/2 FEET EAST OF A 30-INCH MAPLE TREE, 1.1
 HA0163'FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 HA0163'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL
 HA0163'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0775 ***********************************************************************
 HA0775  DESIGNATION -  K 71
 HA0775  PID         -  HA0775
 HA0775  STATE/COUNTY-  KY/MUHLENBERG
 HA0775  USGS QUAD   -  DRAKESBORO (1982)
 HA0775
 HA0775                         *CURRENT SURVEY CONTROL
 HA0775  ___________________________________________________________________
 HA0775* NAD 83(1986)-  37 14 42.     (N)    087 04 53.     (W)     SCALED    
 HA0775* NAVD 88     -       128.277  (meters)     420.86   (feet)  ADJUSTED  
 HA0775  ___________________________________________________________________
 HA0775  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HA0775  DYNAMIC HT  -         128.179 (meters)     420.53  (feet)  COMP
 HA0775  MODELED GRAV-     979,871.9   (mgal)                       NAVD 88
 HA0775
 HA0775  VERT ORDER  -  SECOND    CLASS 0
 HA0775
 HA0775.The horizontal coordinates were scaled from a topographic map and have
 HA0775.an estimated accuracy of +/- 6 seconds.
 HA0775
 HA0775.The orthometric height was determined by differential leveling
 HA0775.and adjusted by the National Geodetic Survey in June 1991..
 HA0775
 HA0775.The geoid height was determined by GEOID03.
 HA0775
 HA0775.The dynamic height is computed by dividing the NAVD 88
 HA0775.geopotential number by the normal gravity value computed on the
 HA0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0775.degrees latitude (g = 980.6199 gals.).
 HA0775
 HA0775.The modeled gravity was interpolated from observed gravity values.
 HA0775
 HA0775;                    North         East    Units  Estimated Accuracy
 HA0775;SPC KY1Z     - 1,102,020.    1,381,880.      MT  (+/- 180 meters Scaled)
 HA0775
 HA0775                          SUPERSEDED SURVEY CONTROL
 HA0775
 HA0775  NGVD 29 (??/??/92)  128.390  (m)          421.23   (f) ADJ UNCH    2 0
 HA0775
 HA0775.Superseded values are not recommended for survey control.
 HA0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0775.See file dsdata.txt to determine how the superseded data were derived.
 HA0775
 HA0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG927220(NAD 83)
 HA0775_MARKER: DB = BENCH MARK DISK
 HA0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0775_STAMPING: K 71 1935
 HA0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0775+STABILITY: SURFACE MOTION
 HA0775
 HA0775  HISTORY     - Date     Condition        Report By
 HA0775  HISTORY     - 1935     MONUMENTED       CGS
 HA0775  HISTORY     - 1943     GOOD             NGS
 HA0775
 HA0775                          STATION DESCRIPTION
 HA0775
 HA0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0775'AT BEVIER.
 HA0775'AT BEVIER, MUHLENBERG COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0775'RAILROAD, 18 FEET SOUTHEAST OF THE SOUTHEAST END OF THE STATION,
 HA0775'31 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, 2.2 FEET
 HA0775'SOUTHEAST OF THE SOUTHEAST SIDE OF A RAILROAD TELEPHONE BOOTH,
 HA0775'1.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 HA0775'3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED K 71 1935
 HA0775'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 HA0775'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0581 ***********************************************************************
 HA0581  DESIGNATION -  K 72
 HA0581  PID         -  HA0581
 HA0581  STATE/COUNTY-  KY/DAVIESS
 HA0581  USGS QUAD   -  SUTHERLAND (1983)
 HA0581
 HA0581                         *CURRENT SURVEY CONTROL
 HA0581  ___________________________________________________________________
 HA0581* NAD 83(1986)-  37 38 22.     (N)    087 07 06.     (W)     SCALED    
 HA0581* NAVD 88     -       123.619  (meters)     405.57   (feet)  ADJUSTED  
 HA0581  ___________________________________________________________________
 HA0581  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HA0581  DYNAMIC HT  -         123.533 (meters)     405.29  (feet)  COMP
 HA0581  MODELED GRAV-     979,927.2   (mgal)                       NAVD 88
 HA0581
 HA0581  VERT ORDER  -  SECOND    CLASS 0
 HA0581
 HA0581.The horizontal coordinates were scaled from a topographic map and have
 HA0581.an estimated accuracy of +/- 6 seconds.
 HA0581
 HA0581.The orthometric height was determined by differential leveling
 HA0581.and adjusted by the National Geodetic Survey in June 1991..
 HA0581
 HA0581.The geoid height was determined by GEOID03.
 HA0581
 HA0581.The dynamic height is computed by dividing the NAVD 88
 HA0581.geopotential number by the normal gravity value computed on the
 HA0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0581.degrees latitude (g = 980.6199 gals.).
 HA0581
 HA0581.The modeled gravity was interpolated from observed gravity values.
 HA0581
 HA0581;                    North         East    Units  Estimated Accuracy
 HA0581;SPC KY1Z     - 1,145,840.    1,379,250.      MT  (+/- 180 meters Scaled)
 HA0581
 HA0581                          SUPERSEDED SURVEY CONTROL
 HA0581
 HA0581  NGVD 29 (??/??/92)  123.726  (m)          405.92   (f) ADJ UNCH    2 0
 HA0581
 HA0581.Superseded values are not recommended for survey control.
 HA0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0581.See file dsdata.txt to determine how the superseded data were derived.
 HA0581
 HA0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG895658(NAD 83)
 HA0581_MARKER: DB = BENCH MARK DISK
 HA0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0581_STAMPING: K 72 1935
 HA0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0581+STABILITY: SURFACE MOTION
 HA0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0581+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2004
 HA0581
 HA0581  HISTORY     - Date     Condition        Report By
 HA0581  HISTORY     - 1935     MONUMENTED       CGS
 HA0581  HISTORY     - 20040210 GOOD             INDIV
 HA0581
 HA0581                          STATION DESCRIPTION
 HA0581
 HA0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0581'2.6 MI NW FROM UTICA.
 HA0581'2.6 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0581'FROM THE STATION AT UTICA, DAVIESS COUNTY, 0.2 MILE SOUTH OF
 HA0581'MILEPOST 206, 5 1/2 RAILS NORTHWEST OF THE CROSSING OF STATE
 HA0581'HIGHWAY 75, 26 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5.6 FEET
 HA0581'NORTH OF A FENCE CORNER, 2.3 FEET NORTHWEST OF THE FENCE, AND LEVEL
 HA0581'WITH THE TRACK.  A STANDARD DISK, STAMPED K 72 1935 AND SET IN THE
 HA0581'TOP OF A CONCRETE POST.
 HA0581
 HA0581                          STATION RECOVERY (2004)
 HA0581
 HA0581'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TAT)
 HA0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0060 ***********************************************************************
 GC0060  DESIGNATION -  K 74
 GC0060  PID         -  GC0060
 GC0060  STATE/COUNTY-  KY/WARREN
 GC0060  USGS QUAD   -  POLKVILLE (1954)
 GC0060
 GC0060                         *CURRENT SURVEY CONTROL
 GC0060  ___________________________________________________________________
 GC0060* NAD 83(1986)-  36 52 36.     (N)    086 21 13.     (W)     SCALED    
 GC0060* NAVD 88     -       199.681  (meters)     655.12   (feet)  ADJUSTED  
 GC0060  ___________________________________________________________________
 GC0060  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GC0060  DYNAMIC HT  -         199.525 (meters)     654.61  (feet)  COMP
 GC0060  MODELED GRAV-     979,844.0   (mgal)                       NAVD 88
 GC0060
 GC0060  VERT ORDER  -  SECOND    CLASS 0
 GC0060
 GC0060.The horizontal coordinates were scaled from a topographic map and have
 GC0060.an estimated accuracy of +/- 6 seconds.
 GC0060
 GC0060.The orthometric height was determined by differential leveling
 GC0060.and adjusted by the National Geodetic Survey in June 1991..
 GC0060
 GC0060.The geoid height was determined by GEOID03.
 GC0060
 GC0060.The dynamic height is computed by dividing the NAVD 88
 GC0060.geopotential number by the normal gravity value computed on the
 GC0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0060.degrees latitude (g = 980.6199 gals.).
 GC0060
 GC0060.The modeled gravity was interpolated from observed gravity values.
 GC0060
 GC0060;                    North         East    Units  Estimated Accuracy
 GC0060;SPC KY1Z     - 1,060,480.    1,446,180.      MT  (+/- 180 meters Scaled)
 GC0060
 GC0060                          SUPERSEDED SURVEY CONTROL
 GC0060
 GC0060  NGVD 29 (??/??/92)  199.810  (m)          655.54   (f) ADJ UNCH    2 0
 GC0060
 GC0060.Superseded values are not recommended for survey control.
 GC0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0060.See file dsdata.txt to determine how the superseded data were derived.
 GC0060
 GC0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF576813(NAD 83)
 GC0060_MARKER: DB = BENCH MARK DISK
 GC0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0060_STAMPING: K 74 1935
 GC0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0060+STABILITY: SURFACE MOTION
 GC0060
 GC0060  HISTORY     - Date     Condition        Report By
 GC0060  HISTORY     - 1935     MONUMENTED       CGS
 GC0060  HISTORY     - 20020911 MARK NOT FOUND   KYDT
 GC0060
 GC0060                          STATION DESCRIPTION
 GC0060
 GC0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0060'0.2 MI N FROM ALVATON.
 GC0060'0.2 MILE NORTH ALONG U.S. HIGHWAY 231 FROM THE POST OFFICE AT
 GC0060'ALVATON, WARREN COUNTY, ABOUT 150 YARDS WEST OF THE PUBLIC
 GC0060'SCHOOL, 47 FEET NORTH OF THE CENTERLINE OF THE SCHOOL DRIVE, 22
 GC0060'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 GC0060'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 74 1935 AND SET IN
 GC0060'THE TOP OF A CONCRETE POST.
 GC0060
 GC0060                          STATION RECOVERY (2002)
 GC0060
 GC0060'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GC0060'THERE HAS BEEN RECENT UNDERGROUND UTILITY WORK AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0202 ***********************************************************************
 HA0202  DESIGNATION -  K 75
 HA0202  PID         -  HA0202
 HA0202  STATE/COUNTY-  KY/EDMONSON
 HA0202  USGS QUAD   -  BROWNSVILLE (1965)
 HA0202
 HA0202                         *CURRENT SURVEY CONTROL
 HA0202  ___________________________________________________________________
 HA0202* NAD 83(1986)-  37 14 05.     (N)    086 17 44.     (W)     SCALED    
 HA0202* NAVD 88     -       212.726  (meters)     697.92   (feet)  ADJUSTED  
 HA0202  ___________________________________________________________________
 HA0202  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HA0202  DYNAMIC HT  -         212.564 (meters)     697.39  (feet)  COMP
 HA0202  MODELED GRAV-     979,865.4   (mgal)                       NAVD 88
 HA0202
 HA0202  VERT ORDER  -  SECOND    CLASS 0
 HA0202
 HA0202.The horizontal coordinates were scaled from a topographic map and have
 HA0202.an estimated accuracy of +/- 6 seconds.
 HA0202
 HA0202.The orthometric height was determined by differential leveling
 HA0202.and adjusted by the National Geodetic Survey in June 1991..
 HA0202
 HA0202.The geoid height was determined by GEOID03.
 HA0202
 HA0202.The dynamic height is computed by dividing the NAVD 88
 HA0202.geopotential number by the normal gravity value computed on the
 HA0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0202.degrees latitude (g = 980.6199 gals.).
 HA0202
 HA0202.The modeled gravity was interpolated from observed gravity values.
 HA0202
 HA0202;                    North         East    Units  Estimated Accuracy
 HA0202;SPC KY1Z     - 1,100,180.    1,451,590.      MT  (+/- 180 meters Scaled)
 HA0202
 HA0202                          SUPERSEDED SURVEY CONTROL
 HA0202
 HA0202  NGVD 29 (??/??/92)  212.842  (m)          698.30   (f) ADJ UNCH    2 0
 HA0202
 HA0202.Superseded values are not recommended for survey control.
 HA0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0202.See file dsdata.txt to determine how the superseded data were derived.
 HA0202
 HA0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG624211(NAD 83)
 HA0202_MARKER: DB = BENCH MARK DISK
 HA0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0202_STAMPING: K 75 1935
 HA0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0202+STABILITY: SURFACE MOTION
 HA0202
 HA0202  HISTORY     - Date     Condition        Report By
 HA0202  HISTORY     - 1935     MONUMENTED       CGS
 HA0202  HISTORY     - 1943     GOOD             NGS
 HA0202
 HA0202                          STATION DESCRIPTION
 HA0202
 HA0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0202'AT LINDSEYVILLE.
 HA0202'AT LINDSEYVILLE, EDMONSON COUNTY, 174.8 FEET WEST ACROSS STATE
 HA0202'HIGHWAY 65 FROM THE SOUTHWEST CORNER OF THE BAPTIST CHURCH,
 HA0202'IN LINE WITH THE SOUTH SIDE OF THE CHURCH, 67 YARDS SOUTHWEST
 HA0202'OF THE CENTERLINE OF A DIRT ROAD LEADING WEST, 31.5 FEET NORTHWEST
 HA0202'OF THE CENTERLINE OF THE HIGHWAY, 4 FEET SOUTH OF A FENCE
 HA0202'CORNER, 1.4 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND
 HA0202'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 HA0202'K 75 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0202'0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0091 ***********************************************************************
 HA0091  DESIGNATION -  K 76
 HA0091  PID         -  HA0091
 HA0091  STATE/COUNTY-  KY/GRAYSON
 HA0091  USGS QUAD   -  MADRID (1993)
 HA0091
 HA0091                         *CURRENT SURVEY CONTROL
 HA0091  ___________________________________________________________________
 HA0091* NAD 83(1986)-  37 34 37.     (N)    086 19 24.     (W)     SCALED    
 HA0091* NAVD 88     -       187.536  (meters)     615.27   (feet)  ADJUSTED  
 HA0091  ___________________________________________________________________
 HA0091  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HA0091  DYNAMIC HT  -         187.400 (meters)     614.83  (feet)  COMP
 HA0091  MODELED GRAV-     979,899.8   (mgal)                       NAVD 88
 HA0091
 HA0091  VERT ORDER  -  SECOND    CLASS 0
 HA0091
 HA0091.The horizontal coordinates were scaled from a topographic map and have
 HA0091.an estimated accuracy of +/- 6 seconds.
 HA0091
 HA0091.The orthometric height was determined by differential leveling
 HA0091.and adjusted by the National Geodetic Survey in June 1991..
 HA0091
 HA0091.The geoid height was determined by GEOID03.
 HA0091
 HA0091.The dynamic height is computed by dividing the NAVD 88
 HA0091.geopotential number by the normal gravity value computed on the
 HA0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0091.degrees latitude (g = 980.6199 gals.).
 HA0091
 HA0091.The modeled gravity was interpolated from observed gravity values.
 HA0091
 HA0091;                    North         East    Units  Estimated Accuracy
 HA0091;SPC KY1Z     - 1,138,180.    1,449,360.      MT  (+/- 180 meters Scaled)
 HA0091
 HA0091                          SUPERSEDED SURVEY CONTROL
 HA0091
 HA0091  NGVD 29 (??/??/92)  187.670  (m)          615.71   (f) ADJ UNCH    2 0
 HA0091
 HA0091.Superseded values are not recommended for survey control.
 HA0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0091.See file dsdata.txt to determine how the superseded data were derived.
 HA0091
 HA0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG597590(NAD 83)
 HA0091_MARKER: DB = BENCH MARK DISK
 HA0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0091_STAMPING: K 76 1935
 HA0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0091+STABILITY: SURFACE MOTION
 HA0091
 HA0091  HISTORY     - Date     Condition        Report By
 HA0091  HISTORY     - 1935     MONUMENTED       CGS
 HA0091
 HA0091                          STATION DESCRIPTION
 HA0091
 HA0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0091'7.7 MI N FROM LEITCHFIELD.
 HA0091'7.7 MILES NORTH ALONG STATE HIGHWAY 65 FROM LEITCHFIELD, GRAYSON
 HA0091'COUNTY, 145 YARDS NORTH OF THE CENTER OF THE JUNCTION OF A
 HA0091'DRIVEWAY LEADING TO THE L. HAWKINS HOUSE, 28.4 FEET WEST OF THE
 HA0091'CENTERLINE OF THE HIGHWAY, 9.5 FEET NORTH OF THE CENTERLINE OF
 HA0091'A FARM DRIVEWAY, 14.8 FEET SOUTHWEST OF THE WEST HEADWALL OF A
 HA0091'CONCRETE CULVERT, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A
 HA0091'STANDARD DISK, STAMPED K 76 1935 AND SET IN THE TOP OF A CONCRETE
 HA0091'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0385 ***********************************************************************
 HA0385  DESIGNATION -  K 77
 HA0385  PID         -  HA0385
 HA0385  STATE/COUNTY-  KY/DAVIESS
 HA0385  USGS QUAD   -  WHITESVILLE (1953)
 HA0385
 HA0385                         *CURRENT SURVEY CONTROL
 HA0385  ___________________________________________________________________
 HA0385* NAD 83(1986)-  37 40 03.     (N)    086 50 26.     (W)     SCALED    
 HA0385* NAVD 88     -       136.994  (meters)     449.45   (feet)  ADJUSTED  
 HA0385  ___________________________________________________________________
 HA0385  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HA0385  DYNAMIC HT  -         136.898 (meters)     449.14  (feet)  COMP
 HA0385  MODELED GRAV-     979,930.6   (mgal)                       NAVD 88
 HA0385
 HA0385  VERT ORDER  -  SECOND    CLASS 0
 HA0385
 HA0385.The horizontal coordinates were scaled from a topographic map and have
 HA0385.an estimated accuracy of +/- 6 seconds.
 HA0385
 HA0385.The orthometric height was determined by differential leveling
 HA0385.and adjusted by the National Geodetic Survey in June 1991..
 HA0385
 HA0385.The geoid height was determined by GEOID03.
 HA0385
 HA0385.The dynamic height is computed by dividing the NAVD 88
 HA0385.geopotential number by the normal gravity value computed on the
 HA0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0385.degrees latitude (g = 980.6199 gals.).
 HA0385
 HA0385.The modeled gravity was interpolated from observed gravity values.
 HA0385
 HA0385;                    North         East    Units  Estimated Accuracy
 HA0385;SPC KY1Z     - 1,148,630.    1,403,790.      MT  (+/- 180 meters Scaled)
 HA0385
 HA0385                          SUPERSEDED SURVEY CONTROL
 HA0385
 HA0385  NGVD 29 (??/??/92)  137.094  (m)          449.78   (f) ADJ UNCH    2 0
 HA0385
 HA0385.Superseded values are not recommended for survey control.
 HA0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0385.See file dsdata.txt to determine how the superseded data were derived.
 HA0385
 HA0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG140689(NAD 83)
 HA0385_MARKER: DB = BENCH MARK DISK
 HA0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0385_SP_SET: BRIDGE
 HA0385_STAMPING: K 77 1935
 HA0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0385
 HA0385  HISTORY     - Date     Condition        Report By
 HA0385  HISTORY     - 1935     MONUMENTED       CGS
 HA0385  HISTORY     - 20050516 MARK NOT FOUND   KYTC
 HA0385
 HA0385                          STATION DESCRIPTION
 HA0385
 HA0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0385'2.2 MI NW FROM DEANEFIELD.
 HA0385'IN DAVIESS COUNTY, 2.2 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL
 HA0385'RAILROAD FROM THE STATION AT DEANEFIELD, OHIO COUNTY, 0.4 MILE
 HA0385'NORTHWEST OF MILEPOST HB 23-0 18, 0.3 MILE NORTHWEST OF THE
 HA0385'OHIO-DAVIESS COUNTY LINE, 0.2 MILE NORTHWEST OF THE COLLIERS
 HA0385'CROSSING AND GLAG STOP, 100 FEET SOUTH OF BRIDGE NO. JO 23 5, 78
 HA0385'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 10 FEET NORTHEAST OF THE
 HA0385'CENTERLINE OF STATE HIGHWAY 54, AT THE EAST CORNER OF A CONCRETE
 HA0385'HIGHWAY BRIDGE, IN THE CENTER OF THE TOP OF THE SOUTHEAST WING
 HA0385'WALL, AND 1.4 FEET NORTHEAST OF THE RAILING.  A STANDARD DISK,
 HA0385'STAMPED K 77 1935.
 HA0385
 HA0385                          STATION RECOVERY (2005)
 HA0385
 HA0385'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 HA0385'THIS BRIDGE HAS BEEN WIDENED, MARK IF HERE WOULD BE COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0356 ***********************************************************************
 HA0356  DESIGNATION -  K 80
 HA0356  PID         -  HA0356
 HA0356  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0356  USGS QUAD   -  GLEN DEAN (1993)
 HA0356
 HA0356                         *CURRENT SURVEY CONTROL
 HA0356  ___________________________________________________________________
 HA0356* NAD 83(1986)-  37 41 19.     (N)    086 31 40.     (W)     SCALED    
 HA0356* NAVD 88     -       174.527  (meters)     572.59   (feet)  POSTED    
 HA0356  ___________________________________________________________________
 HA0356  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HA0356  DYNAMIC HT  -         174.400 (meters)     572.18  (feet)  COMP
 HA0356  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 HA0356
 HA0356  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HA0356
 HA0356.The horizontal coordinates were scaled from a topographic map and have
 HA0356.an estimated accuracy of +/- 6 seconds.
 HA0356
 HA0356.The orthometric height was determined by differential leveling
 HA0356.and adjusted by the National Geodetic Survey in 1992..
 HA0356.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HA0356.rate of 2.1 thru 3.0 mm/km.
 HA0356
 HA0356.The geoid height was determined by GEOID03.
 HA0356
 HA0356.The dynamic height is computed by dividing the NAVD 88
 HA0356.geopotential number by the normal gravity value computed on the
 HA0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0356.degrees latitude (g = 980.6199 gals.).
 HA0356
 HA0356.The modeled gravity was interpolated from observed gravity values.
 HA0356
 HA0356;                    North         East    Units  Estimated Accuracy
 HA0356;SPC KY1Z     - 1,150,700.    1,431,410.      MT  (+/- 180 meters Scaled)
 HA0356
 HA0356                          SUPERSEDED SURVEY CONTROL
 HA0356
 HA0356  NGVD 29 (??/??/92)  174.663  (m)          573.04   (f) ADJ UNCH    2 0
 HA0356
 HA0356.Superseded values are not recommended for survey control.
 HA0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0356.See file dsdata.txt to determine how the superseded data were derived.
 HA0356
 HA0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG416713(NAD 83)
 HA0356_MARKER: DB = BENCH MARK DISK
 HA0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0356_STAMPING: K 80 1935
 HA0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0356+STABILITY: SURFACE MOTION
 HA0356
 HA0356  HISTORY     - Date     Condition        Report By
 HA0356  HISTORY     - 1935     MONUMENTED       CGS
 HA0356
 HA0356                          STATION DESCRIPTION
 HA0356
 HA0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0356'1.5 MI SW FROM MC QUADY.
 HA0356'1.5 MILES SOUTHWEST ALONG THE ABANDONED LOUISVILLE AND NASHVILLE
 HA0356'RAILROAD FROM THE FORMER STATION AT MC QUADY, BRECKINRIDGE
 HA0356'COUNTY, 21.5 FEET EAST OF THE ROADBED, 7 FEET WEST OF THE
 HA0356'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROADBED.  A STANDARD DISK,
 HA0356'STAMPED K 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HA0356'NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT NOT RECOVERED IN
 HA0356'AUGUST 1952.  IT WAS REPORTED AT THAT TIME THAT THE ROADBED HAS
 HA0356'BEEN CONVERTED INTO A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0005 ***********************************************************************
 HA0005  DESIGNATION -  K 81
 HA0005  PID         -  HA0005
 HA0005  STATE/COUNTY-  KY/MEADE
 HA0005  USGS QUAD   -  GUSTON (1991)
 HA0005
 HA0005                         *CURRENT SURVEY CONTROL
 HA0005  ___________________________________________________________________
 HA0005* NAD 83(1986)-  37 56 37.     (N)    086 09 59.     (W)     SCALED    
 HA0005* NAVD 88     -       201.824  (meters)     662.15   (feet)  ADJUSTED  
 HA0005  ___________________________________________________________________
 HA0005  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HA0005  DYNAMIC HT  -         201.679 (meters)     661.68  (feet)  COMP
 HA0005  MODELED GRAV-     979,907.2   (mgal)                       NAVD 88
 HA0005
 HA0005  VERT ORDER  -  SECOND    CLASS 0
 HA0005
 HA0005.The horizontal coordinates were scaled from a topographic map and have
 HA0005.an estimated accuracy of +/- 6 seconds.
 HA0005
 HA0005.The orthometric height was determined by differential leveling
 HA0005.and adjusted by the National Geodetic Survey in June 1991..
 HA0005
 HA0005.The geoid height was determined by GEOID03.
 HA0005
 HA0005.The dynamic height is computed by dividing the NAVD 88
 HA0005.geopotential number by the normal gravity value computed on the
 HA0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0005.degrees latitude (g = 980.6199 gals.).
 HA0005
 HA0005.The modeled gravity was interpolated from observed gravity values.
 HA0005
 HA0005;                    North         East    Units  Estimated Accuracy
 HA0005;SPC KY1Z     - 1,178,790.    1,463,400.      MT  (+/- 180 meters Scaled)
 HA0005
 HA0005                          SUPERSEDED SURVEY CONTROL
 HA0005
 HA0005  NGVD 29 (??/??/92)  201.932  (m)          662.51   (f) ADJ UNCH    2 0
 HA0005
 HA0005.Superseded values are not recommended for survey control.
 HA0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0005.See file dsdata.txt to determine how the superseded data were derived.
 HA0005
 HA0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG732998(NAD 83)
 HA0005_MARKER: DB = BENCH MARK DISK
 HA0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0005_STAMPING: K 81 1935
 HA0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0005+STABILITY: SURFACE MOTION
 HA0005
 HA0005  HISTORY     - Date     Condition        Report By
 HA0005  HISTORY     - 1935     MONUMENTED       CGS
 HA0005  HISTORY     - 1961     MARK NOT FOUND   USGS
 HA0005
 HA0005                          STATION DESCRIPTION
 HA0005
 HA0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0005'2 MI NE FROM EKRON.
 HA0005'2.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0005'FROM THE STATION AT EKRON, MEADE COUNTY, 60 YARDS SOUTHWEST OF
 HA0005'SIGNAL 402, AT A ROAD CROSSING, 33.5 FEET SOUTH OF THE CENTER OF
 HA0005'THE CROSSING, 25.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN A
 HA0005'FENCE LINE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 HA0005'DISK, STAMPED K 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HA0005
 HA0005                          STATION RECOVERY (1961)
 HA0005
 HA0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HA0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0164 ***********************************************************************
 GY0164  CBN         -  This is a Cooperative Base Network Control Station.
 GY0164  DESIGNATION -  K 82
 GY0164  PID         -  GY0164
 GY0164  STATE/COUNTY-  KY/PIKE
 GY0164  USGS QUAD   -  META (1992)
 GY0164
 GY0164                         *CURRENT SURVEY CONTROL
 GY0164  ___________________________________________________________________
 GY0164* NAD 83(1993)-  37 34 13.03337(N)    082 26 13.07300(W)     ADJUSTED  
 GY0164* NAVD 88     -       225.612  (meters)     740.20   (feet)  ADJUSTED  
 GY0164  ___________________________________________________________________
 GY0164  X           -     666,219.049 (meters)                     COMP
 GY0164  Y           -  -5,017,771.374 (meters)                     COMP
 GY0164  Z           -   3,867,868.396 (meters)                     COMP
 GY0164  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 GY0164  ELLIP HEIGHT-         193.96  (meters)          (11/03/04) GPS OBS
 GY0164  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GY0164  DYNAMIC HT  -         225.442 (meters)     739.64  (feet)  COMP
 GY0164  MODELED GRAV-     979,870.0   (mgal)                       NAVD 88
 GY0164
 GY0164  HORZ ORDER  -  B
 GY0164  VERT ORDER  -  SECOND    CLASS 0
 GY0164  ELLP ORDER  -  THIRD     CLASS I
 GY0164
 GY0164.The horizontal coordinates were established by GPS observations
 GY0164.and adjusted by the National Geodetic Survey in September 1994..
 GY0164
 GY0164.The orthometric height was determined by differential leveling
 GY0164.and adjusted by the National Geodetic Survey in June 1991..
 GY0164.WARNING-GPS observations at this control monument resulted in a GPS
 GY0164.derived orthometric height which differed from the leveled height by
 GY0164.more than one decimeter (0.1 meter).
 GY0164
 GY0164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GY0164
 GY0164.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY0164
 GY0164.The ellipsoidal height was determined by GPS observations
 GY0164.and is referenced to NAD 83.
 GY0164
 GY0164.The geoid height was determined by GEOID03.
 GY0164
 GY0164.The dynamic height is computed by dividing the NAVD 88
 GY0164.geopotential number by the normal gravity value computed on the
 GY0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0164.degrees latitude (g = 980.6199 gals.).
 GY0164
 GY0164.The modeled gravity was interpolated from observed gravity values.
 GY0164
 GY0164;                    North         East     Units Scale Factor Converg.
 GY0164;SPC KY1Z     - 1,142,474.727 1,792,596.658   MT  0.99991914   +2 02 02.7
 GY0164;SPC KY1Z     - 3,748,269.17  5,881,210.87   sFT  0.99991914   +2 02 02.7
 GY0164;SPC KY S     -   642,402.365   792,608.313   MT  0.99995387   +2 00 33.2
 GY0164;SPC KY S     - 2,107,615.09  2,600,415.77   sFT  0.99995387   +2 00 33.2
 GY0164;UTM  17      - 4,159,109.594   373,102.286   MT  0.99979835   -0 52 34.6
 GY0164
 GY0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY0164!SPC KY1Z     -   0.99996956  x   0.99991914  =   0.99988871
 GY0164!SPC KY S     -   0.99996956  x   0.99995387  =   0.99992344
 GY0164!UTM  17      -   0.99996956  x   0.99979835  =   0.99976792
 GY0164
 GY0164                          SUPERSEDED SURVEY CONTROL
 GY0164
 GY0164  ELLIP H (09/07/94)  193.97   (m)                       GP(       ) 4 1
 GY0164  NAVD 88 (11/03/04)  225.61   (m)          740.2    (f) LEVELING    3  
 GY0164  NGVD 29 (??/??/92)  225.818  (m)          740.87   (f) ADJ UNCH    2 0
 GY0164
 GY0164.Superseded values are not recommended for survey control.
 GY0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0164.See file dsdata.txt to determine how the superseded data were derived.
 GY0164
 GY0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB7310259110(NAD 83)
 GY0164_MARKER: DB = BENCH MARK DISK
 GY0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0164_SP_SET: CONCRETE POST
 GY0164_STAMPING: K 82 1935 740.871
 GY0164_MARK LOGO: CGS   
 GY0164_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0164+STABILITY: SURFACE MOTION
 GY0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY0164+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 GY0164
 GY0164  HISTORY     - Date     Condition        Report By
 GY0164  HISTORY     - 1935     MONUMENTED       CGS
 GY0164  HISTORY     - 1956     GOOD             NGS
 GY0164  HISTORY     - 1981     GOOD             NGS
 GY0164  HISTORY     - 19930826 GOOD             NGS
 GY0164  HISTORY     - 19950608 GOOD             NGS
 GY0164  HISTORY     - 19950803 GOOD             NGS
 GY0164  HISTORY     - 19980501 GOOD             JCLS
 GY0164  HISTORY     - 20010626 GOOD             KYDT
 GY0164  HISTORY     - 20021120 GOOD             WOOLPT
 GY0164  HISTORY     - 20060307 GOOD             JCLS
 GY0164
 GY0164                          STATION DESCRIPTION
 GY0164
 GY0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0164'AT META.
 GY0164'AT META, ALONG STATE HIGHWAY 632 ABOUT 275 FEET SOUTHEAST OF
 GY0164'THE JUNCTION OF U.S. HIGHWAY 119, 111 FEET NORTH OF THE NORTHEAST
 GY0164'CORNER OF CONCRETE BRIDGE OVER BENT BRANCH, 50 FEET SOUTHEAST OF
 GY0164'THE SOUTH CORNER OF THE POST OFFICE BUILDING, 67 FEET EAST OF
 GY0164'THE CENTER LINE OF HIGHWAY, 37 FEET NORTH NORTHEAST OF A
 GY0164'20-INCH SYCAMORE TREE, 2 FEET SOUTHWEST OF FENCE LINE, 24 FEET
 GY0164'NORTHWEST OF A FENCE CORNER, 3 FEET BELOW THE LEVEL OF HIGHWAY
 GY0164'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GY0164
 GY0164                          STATION RECOVERY (1981)
 GY0164
 GY0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GY0164'RECOVERED IN GOOD CONDITION.
 GY0164
 GY0164                          STATION RECOVERY (1993)
 GY0164
 GY0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GY0164'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTHEAST OF PIKEVILLE IN
 GY0164'META. OWNERSHIP--STATE HIGHWAY RIGHT OF WAY. IF NEEDED, CONTACT MR.
 GY0164'HARRY REED AT (606) 631-1270.
 GY0164'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119 AND STATE
 GY0164'HIGHWAY 194 WEST, GO NORTHEAST ON HIGHWAY 119 FOR 0.2 MI (0.3 KM) TO
 GY0164'JOHNS CREEK SCHOOL ON THE RIGHT, CONTINUE EAST ON HIGHWAY 119 FOR 0.8
 GY0164'MI (1.3 KM) TO THE JUNCTION WITH STATE HIGHWAY 194 EAST ON THE RIGHT,
 GY0164'CONTINUE EAST ON HIGHWAY 119 FOR 0.8 MI (1.3 KM) TO THE JUNCTION WITH
 GY0164'STATE ROUTE 2169 ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON ROUTE 2169
 GY0164'FOR 100 M (328.1 FT) TO A BRIDGE AND STATION ON THE LEFT.
 GY0164'LOCATED 20.8 M (68.2 FT) EAST FROM THE CENTERLINE OF ROUTE 2169, 29.4
 GY0164'M (96.5 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE BRIDGE
 GY0164'ABUTMENT, 25.5 M (83.7 FT) SOUTH FROM THE CENTERLINE OF AN UNNAMED
 GY0164'RESIDENTIAL STREET, 7.2 M (23.6 FT) SOUTH FROM AN ABANDONED POWER
 GY0164'POLE, 1.0 M (3.3 FT) WEST FROM A GARDEN FENCE, AND 3.9 M (12.8 FT)
 GY0164'EAST FROM THE CENTER OF A GRAVEL DRIVEWAY.
 GY0164
 GY0164                          STATION RECOVERY (1995)
 GY0164
 GY0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CS)
 GY0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993  THE STATION IS LOCATED
 GY0164'ABOUT 7 MI (11.3 KM) NORTHEAST OF PIKEVILLE IN META.  OWNERSHIP--STATE
 GY0164'HIGHWAY RIGHT OF WAY.  IF NEEDED, CONTACT MR.  MAX ROBERTS (606)
 GY0164'631-1042.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 119
 GY0164'AND STATE HIGHWAY 194 WEST, GO NORTHEAST ON HIGHWAY 119 FOR 0.2 MI
 GY0164'(0.3 KM) TO JOHNS CREEK SCHOOL ON THE RIGHT, CONTINUE EAST ON HIGHWAY
 GY0164'119 FOR 0.8 MI (1.3 KM) TO THE JUNCTION WITH STATE ROUTE 2169 ON THE
 GY0164'RIGHT.  TURN RIGHT AND GO SOUTH ON ROUTE 2169 FOR 100 M (328.1 FT) TO
 GY0164'A BRIDGE AND STATION ON THE LEFT.  LOCATED 20.8 M (68.2 FT) EAST FROM
 GY0164'THE CENTERLINE OF ROUTE 2169, 29.4 M (96.5 FT) NORTHEAST FROM THE
 GY0164'NORTHEAST CORNER OF THE BRIDGE ABUTMENT, 25.5 M (83.7 FT) SOUTH FROM
 GY0164'THE CENTERLINE OF AN UNAMED RESIDENTIAL STREET, 7.2 M (23.6 FT) SOUTH
 GY0164'FROM AN ABANDONED POWER POLE, AND 3.9 M (12.8 FT) EAST FROM THE CENTER
 GY0164'OF A GRAVEL DRIVEWAY.
 GY0164
 GY0164                          STATION RECOVERY (1995)
 GY0164
 GY0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GY0164'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTHEAST OF PIKEVILLE, IN
 GY0164'META.  OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.  IF NEEDED, CONTACT MR
 GY0164'MAX ROBERTS 606-631-1042.  PLEASE DO NOT BLOCK HIS DRIVEWAY.  TO REACH
 GY0164'THE STATION FROM THE JUNCTION OF US HIGHWAY 119 AND STATE HIGHWAY 194
 GY0164'WEST, GO NORTHEAST ON HIGHWAY 119 FOR 0.2 MI (0.3 KM) TO JOHNS CREEK
 GY0164'SCHOOL ON THE RIGHT.  CONTINUE EAST ON HIGHWAY 119 FOR 1.6 MI (2.6 KM)
 GY0164'TO THE JUNCTION WITH STATE ROUTE 2169 ON THE RIGHT. TURN RIGHT AND GO
 GY0164'SOUTH ON ROUTE 2169 FOR 106.4 M (349.1 FT) TO THE STATION ON THE LEFT,
 GY0164'JUST EAST OF A GRAVEL DRIVEWAY BEFORE THE BRIDGE.  LOCATED 20.8 M
 GY0164'(68.2 FT) EAST FROM THE CENTERLINE OF ROUTE 2169, 29.4 M (96.5 FT)
 GY0164'NORTHEAST FROM THE NORTHEAST CORNER OF THE BRIDGE ABUTMENT, 25.5 M
 GY0164'(83.7 FT) SOUTH FROM THE CENTERLINE OF AN UNMARKED RESIDENTIAL STREET,
 GY0164'7.2 M (23.6 FT) SOUTH FROM AN ABANDONED POWER POLE AND 4.1 M (13.5 FT)
 GY0164'EAST FROM THE CENTER OF A GRAVEL DRIVEWAY.
 GY0164
 GY0164                          STATION RECOVERY (1998)
 GY0164
 GY0164'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 GY0164'RECOVERED IN GOOD CONDITION.
 GY0164
 GY0164                          STATION RECOVERY (2001)
 GY0164
 GY0164'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0164'MARK IS 82 FEET SOUTH OF CENTERLINE OF HELENA AVENUE, 13 FEET EAST OF
 GY0164'CENTERLINE OF GRAVEL DRIVE, AT WEST EDGE OF GARDEN PLOT AND FLUSH WITH
 GY0164'GROUND.
 GY0164
 GY0164                          STATION RECOVERY (2002)
 GY0164
 GY0164'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GY0164'RECOVERED AS DESCRIBED WITH THESE ADDITIONS...
 GY0164' 
 GY0164''UNNAMED RESIDENTIAL STREET' IS NOW KNOWN AS E. HELENA.  STATION IS
 GY0164'WEST OF HOUSE AT 25  E. HELENA.
 GY0164' 
 GY0164'STATION IS 2.28 M E OF GRAVEL DRIVE, 5.27 M NW OF FENCE CORNER.
 GY0164
 GY0164                          STATION RECOVERY (2006)
 GY0164
 GY0164'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 GY0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0831 ***********************************************************************
 GY0831  DESIGNATION -  K 83
 GY0831  PID         -  GY0831
 GY0831  STATE/COUNTY-  KY/PIKE
 GY0831  USGS QUAD   -  DORTON (1992)
 GY0831
 GY0831                         *CURRENT SURVEY CONTROL
 GY0831  ___________________________________________________________________
 GY0831* NAD 83(1986)-  37 15 39.     (N)    082 34 22.     (W)     SCALED    
 GY0831* NAVD 88     -       334.560  (meters)    1097.64   (feet)  POSTED    
 GY0831  ___________________________________________________________________
 GY0831  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY0831  DYNAMIC HT  -         334.290 (meters)    1096.75  (feet)  COMP
 GY0831  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 GY0831
 GY0831  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GY0831
 GY0831.The horizontal coordinates were scaled from a topographic map and have
 GY0831.an estimated accuracy of +/- 6 seconds.
 GY0831
 GY0831.The orthometric height was determined by differential leveling
 GY0831.and adjusted by the National Geodetic Survey in 1992..
 GY0831.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GY0831.rate of 1.1 thru 2.0 mm/km.
 GY0831
 GY0831.The geoid height was determined by GEOID03.
 GY0831
 GY0831.The dynamic height is computed by dividing the NAVD 88
 GY0831.geopotential number by the normal gravity value computed on the
 GY0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0831.degrees latitude (g = 980.6199 gals.).
 GY0831
 GY0831.The modeled gravity was interpolated from observed gravity values.
 GY0831
 GY0831;                    North         East    Units  Estimated Accuracy
 GY0831;SPC KY1Z     - 1,107,740.    1,781,780.      MT  (+/- 180 meters Scaled)
 GY0831
 GY0831                          SUPERSEDED SURVEY CONTROL
 GY0831
 GY0831  NGVD 29 (??/??/92)  334.734  (m)         1098.21   (f) ADJ UNCH    2 0
 GY0831
 GY0831.Superseded values are not recommended for survey control.
 GY0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0831.See file dsdata.txt to determine how the superseded data were derived.
 GY0831
 GY0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB605249(NAD 83)
 GY0831_MARKER: DB = BENCH MARK DISK
 GY0831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0831_SP_SET: BRIDGE
 GY0831_STAMPING: K 83 1935 1098.206
 GY0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0831
 GY0831  HISTORY     - Date     Condition        Report By
 GY0831  HISTORY     - 1935     MONUMENTED       CGS
 GY0831  HISTORY     - 1956     GOOD             NGS
 GY0831
 GY0831                          STATION DESCRIPTION
 GY0831
 GY0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0831'1.3 MI S FROM DORTON.
 GY0831'1.3 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD, FROM THE
 GY0831'STATION SIGN AND SCHOOL AT DORTON, 40 YARDS EAST AND ACROSS TRACK
 GY0831'FROM THE CENTER OF HIGHWAY, 4.5 FEET EAST OF THE EAST RAIL, IN
 GY0831'THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE
 GY0831'NO. 188 OVER A CREEK AND ROAD LEADING EAST OFF U.S. HIGHWAY 23,
 GY0831'1 FOOT BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0831 ***********************************************************************
 HY0831  DESIGNATION -  K 84
 HY0831  PID         -  HY0831
 HY0831  STATE/COUNTY-  KY/BOYD
 HY0831  USGS QUAD   -  BURNAUGH (1989)
 HY0831
 HY0831                         *CURRENT SURVEY CONTROL
 HY0831  ___________________________________________________________________
 HY0831* NAD 83(1986)-  38 18 14.     (N)    082 34 51.     (W)     SCALED    
 HY0831* NAVD 88     -       168.923  (meters)     554.21   (feet)  ADJUSTED  
 HY0831  ___________________________________________________________________
 HY0831  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY0831  DYNAMIC HT  -         168.807 (meters)     553.83  (feet)  COMP
 HY0831  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 HY0831
 HY0831  VERT ORDER  -  SECOND    CLASS 0
 HY0831
 HY0831.The horizontal coordinates were scaled from a topographic map and have
 HY0831.an estimated accuracy of +/- 6 seconds.
 HY0831
 HY0831.The orthometric height was determined by differential leveling
 HY0831.and adjusted by the National Geodetic Survey in June 1991..
 HY0831
 HY0831.The geoid height was determined by GEOID03.
 HY0831
 HY0831.The dynamic height is computed by dividing the NAVD 88
 HY0831.geopotential number by the normal gravity value computed on the
 HY0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0831.degrees latitude (g = 980.6199 gals.).
 HY0831
 HY0831.The modeled gravity was interpolated from observed gravity values.
 HY0831
 HY0831;                    North         East    Units  Estimated Accuracy
 HY0831;SPC KY1Z     - 1,223,410.    1,777,130.      MT  (+/- 180 meters Scaled)
 HY0831
 HY0831                          SUPERSEDED SURVEY CONTROL
 HY0831
 HY0831  NGVD 29 (??/??/92)  169.118  (m)          554.85   (f) ADJ UNCH    2 0
 HY0831
 HY0831.Superseded values are not recommended for survey control.
 HY0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0831.See file dsdata.txt to determine how the superseded data were derived.
 HY0831
 HY0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC617407(NAD 83)
 HY0831_MARKER: DB = BENCH MARK DISK
 HY0831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0831_SP_SET: WATER SPOUT BASE
 HY0831_STAMPING: K 84 1935 554.930
 HY0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0831
 HY0831  HISTORY     - Date     Condition        Report By
 HY0831  HISTORY     - 1935     MONUMENTED       CGS
 HY0831  HISTORY     - 1955     GOOD             NGS
 HY0831  HISTORY     - 1972     MARK NOT FOUND   USGS
 HY0831  HISTORY     - 1984     MARK NOT FOUND   KYDT
 HY0831
 HY0831                          STATION DESCRIPTION
 HY0831
 HY0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0831'2.6 MI N FROM BURNAUGH.
 HY0831'2.6 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 HY0831'STATION AT BURNAUGH, 30 YARDS SOUTHWEST OF A SIGNAL, 23 YARDS
 HY0831'EAST OF THE CENTER LINE OF STATE HIGHWAY 3, 11 FEET WEST OF THE
 HY0831'WEST RAIL, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 HY0831'BASE OF A WATER SPOUT, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 HY0831'TRACK.
 HY0831
 HY0831                          STATION RECOVERY (1972)
 HY0831
 HY0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HY0831'MARK NOT FOUND.
 HY0831
 HY0831                          STATION RECOVERY (1984)
 HY0831
 HY0831'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 HY0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1309 ***********************************************************************
 GY1309  DESIGNATION -  K 85
 GY1309  PID         -  GY1309
 GY1309  STATE/COUNTY-  KY/LAWRENCE
 GY1309  USGS QUAD   -  RICHARDSON (1992)
 GY1309
 GY1309                         *CURRENT SURVEY CONTROL
 GY1309  ___________________________________________________________________
 GY1309* NAD 83(1986)-  37 56 37.     (N)    082 38 41.     (W)     SCALED    
 GY1309* NAVD 88     -       182.593  (meters)     599.06   (feet)  ADJUSTED  
 GY1309  ___________________________________________________________________
 GY1309  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GY1309  DYNAMIC HT  -         182.460 (meters)     598.62  (feet)  COMP
 GY1309  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 GY1309
 GY1309  VERT ORDER  -  SECOND    CLASS 0
 GY1309
 GY1309.The horizontal coordinates were scaled from a topographic map and have
 GY1309.an estimated accuracy of +/- 6 seconds.
 GY1309
 GY1309.The orthometric height was determined by differential leveling
 GY1309.and adjusted by the National Geodetic Survey in June 1991..
 GY1309
 GY1309.The geoid height was determined by GEOID03.
 GY1309
 GY1309.The dynamic height is computed by dividing the NAVD 88
 GY1309.geopotential number by the normal gravity value computed on the
 GY1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1309.degrees latitude (g = 980.6199 gals.).
 GY1309
 GY1309.The modeled gravity was interpolated from observed gravity values.
 GY1309
 GY1309;                    North         East    Units  Estimated Accuracy
 GY1309;SPC KY1Z     - 1,183,250.    1,772,880.      MT  (+/- 180 meters Scaled)
 GY1309
 GY1309                          SUPERSEDED SURVEY CONTROL
 GY1309
 GY1309  NGVD 29 (??/??/92)  182.803  (m)          599.75   (f) ADJ UNCH    2 0
 GY1309
 GY1309.Superseded values are not recommended for survey control.
 GY1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1309.See file dsdata.txt to determine how the superseded data were derived.
 GY1309
 GY1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC554008(NAD 83)
 GY1309_MARKER: DB = BENCH MARK DISK
 GY1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1309_STAMPING: K 85 1935 599.746
 GY1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1309+STABILITY: SURFACE MOTION
 GY1309
 GY1309  HISTORY     - Date     Condition        Report By
 GY1309  HISTORY     - 1935     MONUMENTED       CGS
 GY1309  HISTORY     - 1955     GOOD             NGS
 GY1309
 GY1309                          STATION DESCRIPTION
 GY1309
 GY1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1309'AT RICHARDSON.
 GY1309'AT RICHARDSON, ALONG THE CHESAPEAKE AND OHIO RAILROAD, 48 FEET SOUTH
 GY1309'OF THE SOUTHWEST CORNER OF THE STATION, 104.5 FEET WEST OF THE
 GY1309'SOUTHWEST CORNER OF A HOUSE OWNED BY THE RAILROAD, 13.5 FEET EAST
 GY1309'OF THE EAST RAIL OF THE NORTH-BOUND TRACK, 9 FEET NORTH OF THE
 GY1309'NORTHWEST CORNER OF A BATTERY CASE, SET IN THE TOP OF A CONCRETE
 GY1309'POST PROJECTING 1 INCH, AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 GY1309'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1343 ***********************************************************************
 GY1343  DESIGNATION -  K 86
 GY1343  PID         -  GY1343
 GY1343  STATE/COUNTY-  KY/FLOYD
 GY1343  USGS QUAD   -  LANCER (1992)
 GY1343
 GY1343                         *CURRENT SURVEY CONTROL
 GY1343  ___________________________________________________________________
 GY1343* NAD 83(1986)-  37 39 58.     (N)    082 43 54.     (W)     SCALED    
 GY1343* NAVD 88     -       193.136  (meters)     633.65   (feet)  ADJUSTED  
 GY1343  ___________________________________________________________________
 GY1343  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GY1343  DYNAMIC HT  -         192.990 (meters)     633.17  (feet)  COMP
 GY1343  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 GY1343
 GY1343  VERT ORDER  -  SECOND    CLASS 0
 GY1343
 GY1343.The horizontal coordinates were scaled from a topographic map and have
 GY1343.an estimated accuracy of +/- 6 seconds.
 GY1343
 GY1343.The orthometric height was determined by differential leveling
 GY1343.and adjusted by the National Geodetic Survey in June 1991..
 GY1343
 GY1343.The geoid height was determined by GEOID03.
 GY1343
 GY1343.The dynamic height is computed by dividing the NAVD 88
 GY1343.geopotential number by the normal gravity value computed on the
 GY1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1343.degrees latitude (g = 980.6199 gals.).
 GY1343
 GY1343.The modeled gravity was interpolated from observed gravity values.
 GY1343
 GY1343;                    North         East    Units  Estimated Accuracy
 GY1343;SPC KY1Z     - 1,152,220.    1,766,240.      MT  (+/- 180 meters Scaled)
 GY1343
 GY1343                          SUPERSEDED SURVEY CONTROL
 GY1343
 GY1343  NGVD 29 (??/??/92)  193.336  (m)          634.30   (f) ADJ UNCH    2 0
 GY1343
 GY1343.Superseded values are not recommended for survey control.
 GY1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1343.See file dsdata.txt to determine how the superseded data were derived.
 GY1343
 GY1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB472701(NAD 83)
 GY1343_MARKER: DB = BENCH MARK DISK
 GY1343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1343_SP_SET: BRIDGE ABUTMENT
 GY1343_STAMPING: K 86 1935 634.303
 GY1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1343+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 GY1343
 GY1343  HISTORY     - Date     Condition        Report By
 GY1343  HISTORY     - 1935     MONUMENTED       CGS
 GY1343  HISTORY     - 1956     GOOD             NGS
 GY1343  HISTORY     - 1980     GOOD             DOD
 GY1343  HISTORY     - 20011106 GOOD             KYDT
 GY1343
 GY1343                          STATION DESCRIPTION
 GY1343
 GY1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1343'3.4 MI S FROM PRESTONBURG.
 GY1343'3.4 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY1343'STATION AT PRESTONBURG, 27 RAILS SOUTHWEST OF THE BULL CREEK
 GY1343'STATION SIGN, AT BRIDGE NO. 771 OVER BULL CREEK, IN THE TOP OF
 GY1343'THE SOUTHEAST END OF THE NORTHEAST BRIDGE SEAT, 7 FEET SOUTHEAST
 GY1343'OF THE SOUTHEAST RAIL, 7.5 FEET BELOW THE LEVEL OF TRACK.
 GY1343
 GY1343                          STATION RECOVERY (1980)
 GY1343
 GY1343'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1343'RECOVERED IN GOOD CONDITION.
 GY1343
 GY1343                          STATION RECOVERY (2001)
 GY1343
 GY1343'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0543 ***********************************************************************
 GY0543  DESIGNATION -  K 87
 GY0543  PID         -  GY0543
 GY0543  STATE/COUNTY-  KY/PIKE
 GY0543  USGS QUAD   -  MILLARD (1978)
 GY0543
 GY0543                         *CURRENT SURVEY CONTROL
 GY0543  ___________________________________________________________________
 GY0543* NAD 83(1986)-  37 22 55.     (N)    082 26 24.     (W)     SCALED    
 GY0543* NAVD 88     -       217.179  (meters)     712.53   (feet)  ADJUSTED  
 GY0543  ___________________________________________________________________
 GY0543  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY0543  DYNAMIC HT  -         217.010 (meters)     711.97  (feet)  COMP
 GY0543  MODELED GRAV-     979,849.4   (mgal)                       NAVD 88
 GY0543
 GY0543  VERT ORDER  -  SECOND    CLASS 0
 GY0543
 GY0543.The horizontal coordinates were scaled from a topographic map and have
 GY0543.an estimated accuracy of +/- 6 seconds.
 GY0543
 GY0543.The orthometric height was determined by differential leveling
 GY0543.and adjusted by the National Geodetic Survey in June 1991..
 GY0543
 GY0543.The geoid height was determined by GEOID03.
 GY0543
 GY0543.The dynamic height is computed by dividing the NAVD 88
 GY0543.geopotential number by the normal gravity value computed on the
 GY0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0543.degrees latitude (g = 980.6199 gals.).
 GY0543
 GY0543.The modeled gravity was interpolated from observed gravity values.
 GY0543
 GY0543;                    North         East    Units  Estimated Accuracy
 GY0543;SPC KY1Z     - 1,121,580.    1,793,070.      MT  (+/- 180 meters Scaled)
 GY0543
 GY0543                          SUPERSEDED SURVEY CONTROL
 GY0543
 GY0543  NGVD 29 (??/??/92)  217.380  (m)          713.19   (f) ADJ UNCH    2 0
 GY0543
 GY0543.Superseded values are not recommended for survey control.
 GY0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0543.See file dsdata.txt to determine how the superseded data were derived.
 GY0543
 GY0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB725382(NAD 83)
 GY0543_MARKER: DB = BENCH MARK DISK
 GY0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0543_SP_SET: STEP
 GY0543_STAMPING: K 87 1935 713.188
 GY0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0543+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 GY0543
 GY0543  HISTORY     - Date     Condition        Report By
 GY0543  HISTORY     - 1935     MONUMENTED       CGS
 GY0543  HISTORY     - 1956     GOOD             NGS
 GY0543  HISTORY     - 20050329 GOOD             KYDT
 GY0543
 GY0543                          STATION DESCRIPTION
 GY0543
 GY0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0543'1.7 MI S FROM MILLARD.
 GY0543'1.7 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY0543'STATION AT MILLARD, AT WINWRIGHT, 5 RAILS SOUTH OF THE STATION
 GY0543'SIGN, SET IN THE TOP OF THE CONCRETE BOTTOM STEP TO THE MAY
 GY0543'RESIDENCE, 33 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT
 GY0543'BELOW THE LEVEL OF TRACK.
 GY0543
 GY0543                          STATION RECOVERY (2005)
 GY0543
 GY0543'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GY0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0023 ***********************************************************************
 GC0023  DESIGNATION -  K 9
 GC0023  PID         -  GC0023
 GC0023  STATE/COUNTY-  KY/WARREN
 GC0023  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0023
 GC0023                         *CURRENT SURVEY CONTROL
 GC0023  ___________________________________________________________________
 GC0023* NAD 83(1986)-  36 59 46.     (N)    086 26 46.     (W)     SCALED    
 GC0023* NAVD 88     -       153.482  (meters)     503.55   (feet)  ADJUSTED  
 GC0023  ___________________________________________________________________
 GC0023  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GC0023  DYNAMIC HT  -         153.364 (meters)     503.16  (feet)  COMP
 GC0023  MODELED GRAV-     979,856.7   (mgal)                       NAVD 88
 GC0023
 GC0023  VERT ORDER  -  FIRST     CLASS I
 GC0023
 GC0023.The horizontal coordinates were scaled from a topographic map and have
 GC0023.an estimated accuracy of +/- 6 seconds.
 GC0023
 GC0023.The orthometric height was determined by differential leveling
 GC0023.and adjusted by the National Geodetic Survey in June 1991..
 GC0023
 GC0023.The geoid height was determined by GEOID03.
 GC0023
 GC0023.The dynamic height is computed by dividing the NAVD 88
 GC0023.geopotential number by the normal gravity value computed on the
 GC0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0023.degrees latitude (g = 980.6199 gals.).
 GC0023
 GC0023.The modeled gravity was interpolated from observed gravity values.
 GC0023
 GC0023;                    North         East    Units  Estimated Accuracy
 GC0023;SPC KY1Z     - 1,073,790.    1,438,030.      MT  (+/- 180 meters Scaled)
 GC0023
 GC0023                          SUPERSEDED SURVEY CONTROL
 GC0023
 GC0023  NGVD 29 (??/??/92)  153.614  (m)          503.98   (f) ADJ UNCH    1 1
 GC0023
 GC0023.Superseded values are not recommended for survey control.
 GC0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0023.See file dsdata.txt to determine how the superseded data were derived.
 GC0023
 GC0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF492945(NAD 83)
 GC0023_MARKER: DB = BENCH MARK DISK
 GC0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0023_SP_SET: BUILDING
 GC0023_STAMPING: K 9 1921
 GC0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0023
 GC0023  HISTORY     - Date     Condition        Report By
 GC0023  HISTORY     - 1921     MONUMENTED       CGS
 GC0023  HISTORY     - 1968     GOOD             NGS
 GC0023
 GC0023                          STATION DESCRIPTION
 GC0023
 GC0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0023'0.5 MI SW FROM BOWLING GREEN.
 GC0023'ABOUT 0.45 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0023'RAILROAD FROM THE STATION AT BOWLING GREEN, THENCE 0.05 MILE
 GC0023'SOUTHEAST ALONG 10TH STREET, AT THE NORTH CORNER OF THE INTERSECTION
 GC0023'OF 10TH STREET AND ADAMS STREET, SET VERTICALLY IN THE SOUTHEAST
 GC0023'FACE OF THE SOUTHEAST BRICK WALL OF THE SCOTT TOBACCO COMPANY PLANT,
 GC0023'1.7 FEET NORTHEAST OF THE SOUTH CORNER OF THE BUILDING, 43 FEET
 GC0023'NORTHEAST OF THE NORTHEAST CURB OF 10TH STREET, 8 FEET NORTHWEST
 GC0023'OF THE NORTHWEST CURB OF ADAMS STREET, AND ABOUT 1 1/2 FEET ABOVE
 GC0023'THE LEVEL OF THE CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1768 ***********************************************************************
 GY1768  DESIGNATION -  K 90
 GY1768  PID         -  GY1768
 GY1768  STATE/COUNTY-  KY/MORGAN
 GY1768  USGS QUAD   -  WEST LIBERTY (1993)
 GY1768
 GY1768                         *CURRENT SURVEY CONTROL
 GY1768  ___________________________________________________________________
 GY1768* NAD 83(1986)-  37 58 01.     (N)    083 16 49.     (W)     SCALED    
 GY1768* NAVD 88     -       238.532  (meters)     782.58   (feet)  ADJUSTED  
 GY1768  ___________________________________________________________________
 GY1768  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GY1768  DYNAMIC HT  -         238.358 (meters)     782.01  (feet)  COMP
 GY1768  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 GY1768
 GY1768  VERT ORDER  -  FIRST     CLASS I
 GY1768
 GY1768.The horizontal coordinates were scaled from a topographic map and have
 GY1768.an estimated accuracy of +/- 6 seconds.
 GY1768
 GY1768.The orthometric height was determined by differential leveling
 GY1768.and adjusted by the National Geodetic Survey in June 1991..
 GY1768.WARNING-Repeat measurements at this control monument indicate possible
 GY1768.vertical movement.
 GY1768
 GY1768.The geoid height was determined by GEOID03.
 GY1768
 GY1768.The dynamic height is computed by dividing the NAVD 88
 GY1768.geopotential number by the normal gravity value computed on the
 GY1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1768.degrees latitude (g = 980.6199 gals.).
 GY1768
 GY1768.The modeled gravity was interpolated from observed gravity values.
 GY1768
 GY1768;                    North         East    Units  Estimated Accuracy
 GY1768;SPC KY1Z     - 1,184,170.    1,716,970.      MT  (+/- 180 meters Scaled)
 GY1768
 GY1768                          SUPERSEDED SURVEY CONTROL
 GY1768
 GY1768  NGVD 29 (??/??/92)  238.693  (m)          783.11   (f) ADJ UNCH    1 1
 GY1768
 GY1768.Superseded values are not recommended for survey control.
 GY1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1768.See file dsdata.txt to determine how the superseded data were derived.
 GY1768
 GY1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC996046(NAD 83)
 GY1768_MARKER: DB = BENCH MARK DISK
 GY1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1768_STAMPING: K 90 1935 783.168
 GY1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1768+STABILITY: SURFACE MOTION
 GY1768
 GY1768  HISTORY     - Date     Condition        Report By
 GY1768  HISTORY     - 1935     MONUMENTED       CGS
 GY1768  HISTORY     - 1967     GOOD             NGS
 GY1768  HISTORY     - 19990316 MARK NOT FOUND   KYDT
 GY1768
 GY1768                          STATION DESCRIPTION
 GY1768
 GY1768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1768'3.9 MI S FROM WRIGLEY.
 GY1768'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE INTERSECTION
 GY1768'OF STATE HIGHWAY 711 AT WRIGLEY, ABOUT 0.2 MILE NORTH OF THE
 GY1768'JUNCTION OF STATE HIGHWAY 976 LEADING WEST, 29 1/2 FEET EAST
 GY1768'OF THE CENTER LINE OF THE HIGHWAY, 60 FEET SOUTH OF A 48-INCH
 GY1768'ELM TREE, 32 FEET NORTHEAST OF THE NORTH END OF THE EAST HEAD
 GY1768'WALL OF A 2 FOOT BOX CULVERT UNDER THE HIGHWAY, 1 FOOT WEST
 GY1768'OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 GY1768'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 GY1768'THE LEVEL OF THE GROUND.
 GY1768
 GY1768                          STATION RECOVERY (1999)
 GY1768
 GY1768'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1874 ***********************************************************************
 GY1874  DESIGNATION -  K 91
 GY1874  PID         -  GY1874
 GY1874  STATE/COUNTY-  KY/MAGOFFIN
 GY1874  USGS QUAD   -  SALYERSVILLE NORTH (1992)
 GY1874
 GY1874                         *CURRENT SURVEY CONTROL
 GY1874  ___________________________________________________________________
 GY1874* NAD 83(1986)-  37 47 04.     (N)    083 00 39.     (W)     SCALED    
 GY1874* NAVD 88     -       284.913  (meters)     934.75   (feet)  ADJUSTED  
 GY1874  ___________________________________________________________________
 GY1874  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GY1874  DYNAMIC HT  -         284.697 (meters)     934.04  (feet)  COMP
 GY1874  MODELED GRAV-     979,863.7   (mgal)                       NAVD 88
 GY1874
 GY1874  VERT ORDER  -  SECOND    CLASS 0
 GY1874
 GY1874.The horizontal coordinates were scaled from a topographic map and have
 GY1874.an estimated accuracy of +/- 6 seconds.
 GY1874
 GY1874.The orthometric height was determined by differential leveling
 GY1874.and adjusted by the National Geodetic Survey in June 1991..
 GY1874
 GY1874.The geoid height was determined by GEOID03.
 GY1874
 GY1874.The dynamic height is computed by dividing the NAVD 88
 GY1874.geopotential number by the normal gravity value computed on the
 GY1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1874.degrees latitude (g = 980.6199 gals.).
 GY1874
 GY1874.The modeled gravity was interpolated from observed gravity values.
 GY1874
 GY1874;                    North         East    Units  Estimated Accuracy
 GY1874;SPC KY1Z     - 1,164,590.    1,741,230.      MT  (+/- 180 meters Scaled)
 GY1874
 GY1874                          SUPERSEDED SURVEY CONTROL
 GY1874
 GY1874  NGVD 29 (??/??/92)  285.103  (m)          935.38   (f) ADJ UNCH    2 0
 GY1874
 GY1874.Superseded values are not recommended for survey control.
 GY1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1874.See file dsdata.txt to determine how the superseded data were derived.
 GY1874
 GY1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB229838(NAD 83)
 GY1874_MARKER: DB = BENCH MARK DISK
 GY1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1874_STAMPING: K 91 1935 935.375
 GY1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1874+STABILITY: SURFACE MOTION
 GY1874
 GY1874  HISTORY     - Date     Condition        Report By
 GY1874  HISTORY     - 1935     MONUMENTED       CGS
 GY1874  HISTORY     - 1955     GOOD             NGS
 GY1874  HISTORY     - 19990319 MARK NOT FOUND   KYDT
 GY1874
 GY1874                          STATION DESCRIPTION
 GY1874
 GY1874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1874'AT FALCON.
 GY1874'AT FALCON, ALONG U.S. HIGHWAY 460, 0.2 MILE NORTHEAST OF THE
 GY1874'POST OFFICE, 0.5 MILE SOUTHWEST OF THE JUNCTION OF A GRAVEL
 GY1874'ROAD LEADING NORTHWEST, AT THE ORA CAUDILL GROCERY, 42 FEET
 GY1874'SOUTHWEST OF DRIVE BETWEEN HOUSE AND STORE, 27 FEET SOUTHEAST
 GY1874'OF THE CENTER LINE OF HIGHWAY, 9 FEET NORTHWEST OF THE WEST
 GY1874'CORNER OF THE GROCERY, 1 FOOT BELOW THE LEVEL OF HIGHWAY.
 GY1874
 GY1874                          STATION RECOVERY (1999)
 GY1874
 GY1874'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1912 ***********************************************************************
 HY1912  DESIGNATION -  K 92
 HY1912  PID         -  HY1912
 HY1912  STATE/COUNTY-  KY/LAWRENCE
 HY1912  USGS QUAD   -  BLAINE (1993)
 HY1912
 HY1912                         *CURRENT SURVEY CONTROL
 HY1912  ___________________________________________________________________
 HY1912* NAD 83(1986)-  38 02 38.     (N)    082 48 10.     (W)     SCALED    
 HY1912* NAVD 88     -       194.947  (meters)     639.59   (feet)  ADJUSTED  
 HY1912  ___________________________________________________________________
 HY1912  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HY1912  DYNAMIC HT  -         194.807 (meters)     639.13  (feet)  COMP
 HY1912  MODELED GRAV-     979,910.1   (mgal)                       NAVD 88
 HY1912
 HY1912  VERT ORDER  -  SECOND    CLASS 0
 HY1912
 HY1912.The horizontal coordinates were scaled from a topographic map and have
 HY1912.an estimated accuracy of +/- 6 seconds.
 HY1912
 HY1912.The orthometric height was determined by differential leveling
 HY1912.and adjusted by the National Geodetic Survey in June 1991..
 HY1912
 HY1912.The geoid height was determined by GEOID03.
 HY1912
 HY1912.The dynamic height is computed by dividing the NAVD 88
 HY1912.geopotential number by the normal gravity value computed on the
 HY1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1912.degrees latitude (g = 980.6199 gals.).
 HY1912
 HY1912.The modeled gravity was interpolated from observed gravity values.
 HY1912
 HY1912;                    North         East    Units  Estimated Accuracy
 HY1912;SPC KY1Z     - 1,193,930.    1,758,640.      MT  (+/- 180 meters Scaled)
 HY1912
 HY1912                          SUPERSEDED SURVEY CONTROL
 HY1912
 HY1912  NGVD 29 (??/??/92)  195.153  (m)          640.26   (f) ADJ UNCH    2 0
 HY1912
 HY1912.Superseded values are not recommended for survey control.
 HY1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1912.See file dsdata.txt to determine how the superseded data were derived.
 HY1912
 HY1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC418122(NAD 83)
 HY1912_MARKER: DB = BENCH MARK DISK
 HY1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1912_STAMPING: K 92 1935 640.264
 HY1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1912+STABILITY: SURFACE MOTION
 HY1912
 HY1912  HISTORY     - Date     Condition        Report By
 HY1912  HISTORY     - 1935     MONUMENTED       CGS
 HY1912  HISTORY     - 1955     GOOD             NGS
 HY1912
 HY1912                          STATION DESCRIPTION
 HY1912
 HY1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1912'3.8 MI NE FROM BLAINE.
 HY1912'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 32 FROM THE BANK AT
 HY1912'BLAINE, AT THE SOUTHEAST CORNER OF MRS. JAY SALYERS YARD, 25
 HY1912'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 28 FEET
 HY1912'NORTH OF THE CENTER LINE OF HIGHWAY, AND ABOUT LEVEL WITH THE
 HY1912'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0379 ***********************************************************************
 GB0379  DESIGNATION -  K U
 GB0379  PID         -  GB0379
 GB0379  STATE/COUNTY-  KY/LAUREL
 GB0379  USGS QUAD   -  SAWYER (1981)
 GB0379
 GB0379                         *CURRENT SURVEY CONTROL
 GB0379  ___________________________________________________________________
 GB0379* NAD 83(1993)-  36 58 00.56378(N)    084 18 38.00267(W)     ADJUSTED  
 GB0379* NAVD 88     -       370.260  (meters)    1214.76   (feet)  ADJUSTED  
 GB0379  ___________________________________________________________________
 GB0379  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 GB0379  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB0379  DYNAMIC HT  -         369.968 (meters)    1213.80  (feet)  COMP
 GB0379  MODELED GRAV-     979,831.9   (mgal)                       NAVD 88
 GB0379
 GB0379  HORZ ORDER  -  SECOND
 GB0379  VERT ORDER  -  SECOND    CLASS 0
 GB0379
 GB0379.The horizontal coordinates were established by classical geodetic methods
 GB0379.and adjusted by the National Geodetic Survey in December 1995..
 GB0379
 GB0379.The orthometric height was determined by differential leveling
 GB0379.and adjusted by the National Geodetic Survey in June 1991..
 GB0379
 GB0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0379
 GB0379.The geoid height was determined by GEOID03.
 GB0379
 GB0379.The dynamic height is computed by dividing the NAVD 88
 GB0379.geopotential number by the normal gravity value computed on the
 GB0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0379.degrees latitude (g = 980.6199 gals.).
 GB0379
 GB0379.The modeled gravity was interpolated from observed gravity values.
 GB0379
 GB0379;                    North         East     Units Scale Factor Converg.
 GB0379;SPC KY1Z     - 1,071,297.284 1,628,181.689   MT  1.00002992   +0 53 01.5
 GB0379;SPC KY1Z     - 3,514,747.84  5,341,792.76   sFT  1.00002992   +0 53 01.5
 GB0379;SPC KY S     -   571,277.020   628,173.597   MT  0.99996583   +0 52 22.7
 GB0379;SPC KY S     - 1,874,264.69  2,060,932.88   sFT  0.99996583   +0 52 22.7
 GB0379;UTM  16      - 4,094,572.555   739,424.602   MT  1.00030624   +1 37 05.1
 GB0379
 GB0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0379!SPC KY1Z     -   0.99994654  x   1.00002992  =   0.99997646
 GB0379!SPC KY S     -   0.99994654  x   0.99996583  =   0.99991237
 GB0379!UTM  16      -   0.99994654  x   1.00030624  =   1.00025276
 GB0379
 GB0379                          SUPERSEDED SURVEY CONTROL
 GB0379
 GB0379  NAD 83(1986)-  36 58 00.57180(N)    084 18 38.00686(W) AD(       ) 2
 GB0379  NAD 27      -  36 58 00.26900(N)    084 18 38.23600(W) AD(       ) 2
 GB0379  NGVD 29 (??/??/92)  370.417  (m)         1215.28   (f) ADJ UNCH    2 0
 GB0379
 GB0379.Superseded values are not recommended for survey control.
 GB0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0379.See file dsdata.txt to determine how the superseded data were derived.
 GB0379
 GB0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF3942594573(NAD 83)
 GB0379_MARKER: DD = SURVEY DISK
 GB0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0379_STAMPING: K U 1215.276
 GB0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0379+STABILITY: SURFACE MOTION
 GB0379
 GB0379  HISTORY     - Date     Condition        Report By
 GB0379  HISTORY     - 1950     MONUMENTED       USE
 GB0379  HISTORY     - 1950     GOOD             NGS
 GB0379  HISTORY     - 1958     GOOD             NGS
 GB0379
 GB0379                          STATION DESCRIPTION
 GB0379
 GB0379'DESCRIBED BY US ENGINEERS 1950
 GB0379'KU (USE) IS 70 FEET NORTHEAST OF THE CENTER OF WOODS ROAD, 41 FEET
 GB0379'EAST OF THE
 GB0379'NORTHWEST CORNER OF A SMALL FRAME BUILDING, 24 FEET
 GB0379'NORTHEAST OF A 12 INCH OAK
 GB0379'TREE WITH A TRIANGLE BLAZE ON THE NORTH
 GB0379'SIDE.  21 FEET EAST OF A WHITE WITNESS POST
 GB0379'AND 18 FEET SOUTHWEST OF
 GB0379'A FENCE LINE.  THE MARK IS A 6 BY 6 INCH CONCRETE POST WHICH
 GB0379'PROJECTS 6 INCHES
 GB0379'WITH A USE BRONZE DISK ATOP STAMPED KU.
 GB0379'
 GB0379'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 8) AND
 GB0379'192 WHICH IS ABOUT 1 MILES
 GB0379'EAST OF SOMERSET, GO SOUTHEAST ON STATE HIGHWAY NO.
 GB0379'192 FOR 15.1 MILES TO THE VILLAGE
 GB0379'OF MOUNT VICTORY AND A T-ROAD
 GB0379'RIGHT, CONTINUE ON STATE HIGHWAY NO.  192 FOR 2.3
 GB0379'MILES TO WHERE ROAD
 GB0379'FORKS, TAKE LEFT ROAD AND GO 2.9 MILES TO A STEEL BRIDGE, CONTINUE
 GB0379'ON HIGHWAY FOR 4.3
 GB0379'MILES TO A T-ROAD RIGHT, ROCKCUMBS ROAD, TURN RIGHT
 GB0379'AND GO 3.2 MILES TO THE AZIMUTH
 GB0379'MARK ON THE RIGHT, CONTINUE FOR 0.05
 GB0379'MILE TO A DIM WOODS ROAD LEFT, TURN LEFT ON WOODS
 GB0379'ROAD AND GO 0.1
 GB0379'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GB0379
 GB0379                          STATION RECOVERY (1950)
 GB0379
 GB0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GB0379'19.2 MI SW FROM LONDON.
 GB0379'ABOUT 15.75 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE
 GB0379'COURT HOUSE AT LONDON, THENCE ABOUT 3.3 MILES SOUTHWEST ALONG
 GB0379'ROCKCULMA ROAD, THENCE ABOUT 0.1 MILE EAST ALONG ROUGH DIM ROAD,
 GB0379'AT THE HIGHEST PART OF A HILL, DIRECTLY UNDER THE OLD ABANDONED
 GB0379'K.U. LOOKOUT TOWER, 71 FEET NORTHEAST OF THE CENTER LINE OF THE
 GB0379'ROAD, 40 1/2 FEET NORTH OF THE NORTHWEST CORNER OF A TAR PAPER
 GB0379'COVERED SHACK, 91 FEET WEST OF THE SOUTHWEST LEG OF A POWER
 GB0379'TRANSMISSION LINE POLE, 49 FEET SOUTHEAST OF A 30-INCH OAK TREE,
 GB0379'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB0379
 GB0379                          STATION RECOVERY (1958)
 GB0379
 GB0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0380 ***********************************************************************
 GB0380  DESIGNATION -  K U RM 1
 GB0380  PID         -  GB0380
 GB0380  STATE/COUNTY-  KY/LAUREL
 GB0380  USGS QUAD   -  SAWYER (1981)
 GB0380
 GB0380                         *CURRENT SURVEY CONTROL
 GB0380  ___________________________________________________________________
 GB0380* NAD 83(1986)-  36 58 00.     (N)    084 18 39.     (W)     SCALED    
 GB0380* NAVD 88     -       368.938  (meters)    1210.42   (feet)  ADJUSTED  
 GB0380  ___________________________________________________________________
 GB0380  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB0380  DYNAMIC HT  -         368.647 (meters)    1209.47  (feet)  COMP
 GB0380  MODELED GRAV-     979,831.9   (mgal)                       NAVD 88
 GB0380
 GB0380  VERT ORDER  -  SECOND    CLASS 0
 GB0380
 GB0380.The horizontal coordinates were scaled from a topographic map and have
 GB0380.an estimated accuracy of +/- 6 seconds.
 GB0380
 GB0380.The orthometric height was determined by differential leveling
 GB0380.and adjusted by the National Geodetic Survey in June 1991..
 GB0380
 GB0380.The geoid height was determined by GEOID03.
 GB0380
 GB0380.The dynamic height is computed by dividing the NAVD 88
 GB0380.geopotential number by the normal gravity value computed on the
 GB0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0380.degrees latitude (g = 980.6199 gals.).
 GB0380
 GB0380.The modeled gravity was interpolated from observed gravity values.
 GB0380
 GB0380;                    North         East    Units  Estimated Accuracy
 GB0380;SPC KY1Z     - 1,071,280.    1,628,160.      MT  (+/- 180 meters Scaled)
 GB0380
 GB0380                          SUPERSEDED SURVEY CONTROL
 GB0380
 GB0380  NGVD 29 (??/??/92)  369.095  (m)         1210.94   (f) ADJ UNCH    2 0
 GB0380
 GB0380.Superseded values are not recommended for survey control.
 GB0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0380.See file dsdata.txt to determine how the superseded data were derived.
 GB0380
 GB0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF394945(NAD 83)
 GB0380_MARKER: DD = SURVEY DISK
 GB0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0380_STAMPING: KU 1 1210.939
 GB0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0380+STABILITY: SURFACE MOTION
 GB0380
 GB0380  HISTORY     - Date     Condition        Report By
 GB0380  HISTORY     - UNK      MONUMENTED       DOD
 GB0380  HISTORY     - 1950     GOOD             NGS
 GB0380  HISTORY     - 1958     GOOD             NGS
 GB0380
 GB0380                          STATION DESCRIPTION
 GB0380
 GB0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0380'19.2 MI SW FROM LONDON.
 GB0380'ABOUT 15.75 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE COURT
 GB0380'HOUSE AT LONDON, THENCE ABOUT 3.3 MILES SOUTHWEST ALONG ROCKCULMA
 GB0380'ROAD, THENCE ABOUT 0.1 MILE EAST ALONG A DIM ROUGH ROAD, AT THE
 GB0380'OLD K.U. LOOKOUT TOWER (ABANDONED), 16 FEET NORTHEAST OF THE
 GB0380'CENTER LINE OF THE ROAD, 41 FEET SOUTHEAST OF THE SOUTHEAST
 GB0380'CORNER OF A TAR PAPER COVERED SHACK, 8 FEET WEST OF A TRIANGULAR
 GB0380'BLAZED 12-INCH OAK TREE, 83 FEET SOUTH OF THE STATION MARK, 2 FEET
 GB0380'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB0380'12 INCHES.
 GB0380
 GB0380                          STATION RECOVERY (1958)
 GB0380
 GB0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5723 ***********************************************************************
 AC5723  CBN         -  This is a Cooperative Base Network Control Station.
 AC5723  PACS        -  This is a Primary Airport Control Station.
 AC5723  DESIGNATION -  K22 A
 AC5723  PID         -  AC5723
 AC5723  STATE/COUNTY-  KY/MARTIN
 AC5723  USGS QUAD   -  OFFUTT (1992)
 AC5723
 AC5723                         *CURRENT SURVEY CONTROL
 AC5723  ___________________________________________________________________
 AC5723* NAD 83(1993)-  37 45 04.79453(N)    082 38 16.10989(W)     ADJUSTED  
 AC5723* NAVD 88     -       366.59   (meters)    1202.7    (feet)  GPS OBS   
 AC5723  ___________________________________________________________________
 AC5723  X           -     647,066.740 (meters)                     COMP
 AC5723  Y           -  -5,008,009.554 (meters)                     COMP
 AC5723  Z           -   3,883,862.190 (meters)                     COMP
 AC5723  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 AC5723  ELLIP HEIGHT-         334.32  (meters)          (11/03/04) GPS OBS
 AC5723  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 AC5723
 AC5723  HORZ ORDER  -  B
 AC5723  ELLP ORDER  -  THIRD     CLASS I
 AC5723
 AC5723.This mark is at Big Sandy Regional Airport (K22)
 AC5723
 AC5723.The horizontal coordinates were established by GPS observations
 AC5723.and adjusted by the National Geodetic Survey in January 1997..
 AC5723
 AC5723.The orthometric height was determined by GPS observations and a
 AC5723.high-resolution geoid model.
 AC5723
 AC5723.GPS derived orthometric heights for airport stations designated as
 AC5723.PACS or SACS are published to 2 decimal places.  This maintains
 AC5723.centimeter relative accuracy between the PACS and SACS.  It does
 AC5723.not indicate centimeter accuracy relative to other marks which are
 AC5723.part of the NAVD 88 network.
 AC5723
 AC5723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5723
 AC5723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5723
 AC5723.The ellipsoidal height was determined by GPS observations
 AC5723.and is referenced to NAD 83.
 AC5723
 AC5723.The geoid height was determined by GEOID03.
 AC5723
 AC5723;                    North         East     Units Scale Factor Converg.
 AC5723;SPC KY1Z     - 1,161,945.329 1,774,195.646   MT  0.99990731   +1 54 38.7
 AC5723;SPC KY1Z     - 3,812,148.97  5,820,840.22   sFT  0.99990731   +1 54 38.7
 AC5723;SPC KY S     -   661,881.669   774,214.576   MT  0.99997185   +1 53 14.7
 AC5723;SPC KY S     - 2,171,523.44  2,540,068.99   sFT  0.99997185   +1 53 14.7
 AC5723;UTM  17      - 4,179,488.097   355,715.644   MT  0.99985642   -1 00 10.4
 AC5723
 AC5723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5723!SPC KY1Z     -   0.99994754  x   0.99990731  =   0.99985486
 AC5723!SPC KY S     -   0.99994754  x   0.99997185  =   0.99991939
 AC5723!UTM  17      -   0.99994754  x   0.99985642  =   0.99980397
 AC5723
 AC5723                          SUPERSEDED SURVEY CONTROL
 AC5723
 AC5723  ELLIP H (01/09/97)  334.34   (m)                       GP(       ) 4 2
 AC5723
 AC5723.Superseded values are not recommended for survey control.
 AC5723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5723.See file dsdata.txt to determine how the superseded data were derived.
 AC5723
 AC5723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB5571679488(NAD 83)
 AC5723_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5723_SETTING: 66 = SET IN ROCK OUTCROP
 AC5723_STAMPING: K22 A 1995
 AC5723_MARK LOGO: NGS   
 AC5723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5723+STABILITY: POSITION/ELEVATION WELL
 AC5723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5723+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 AC5723
 AC5723  HISTORY     - Date     Condition        Report By
 AC5723  HISTORY     - 1995     MONUMENTED       LOWE
 AC5723  HISTORY     - 19960810 GOOD             NGS
 AC5723  HISTORY     - 20021120 GOOD             WOOLPT
 AC5723  HISTORY     - 20050817 GOOD             WOOLPT
 AC5723
 AC5723                          STATION DESCRIPTION
 AC5723
 AC5723'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5723'STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTH OF PRESTONSBURG AND
 AC5723'ABOUT 19.3 KM (12.00 MI) SOUTHEAST OF PAINTSVILLE.  LOCATED AT THE BIG
 AC5723'SANDY REGIONAL AIRPORT, JAMES MINEER AIRPORT MANAGER TELEPHONE NUMBER
 AC5723'606-298-5930.*  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AC5723'HIGHWAYS 23,460 AND 3 IN PRESTONSBURG, GO SOUTH ON STATE HIGHWAY 3
 AC5723'11.83 KM (7.35 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT ON
 AC5723'AIRPORT ROAD AND GO 5.3 KM (3.30 MI) TO OFFICE AND GATE AHEAD.  FROM
 AC5723'THE GATE GO NORTHEAST 0.08 KM (0.05 MI) TO ASPHALT ROAD/TAXIWAY.  TURN
 AC5723'RIGHT AND GO EAST 0.2 KM (0.10 MI) ACROSS APRON TO THE INTERSECTION OF
 AC5723'THE RAMP AND TAXIWAY. TURN LEFT AND GO NORTH 0.40 KM (0.25 MI) TO
 AC5723'STATION ON LEFT.*  THE STATION IS A BRONZE NGS DISK SET IN A DRILL
 AC5723'HOLE IN A 4X5 FOOT TRIANGULAR SHAPE EXPOSED ROCK OUTCROP.  STATION IS
 AC5723'45.7 METERS (149.9 FT) NORTHEAST FROM THE CENTER OF THREE WOOD FENCE
 AC5723'POSTS AT THE TOP OF A SLOPE.  25.6 METERS (84.0 FT) SOUTHEAST OF THE
 AC5723'SOUTH WOOD GATE POST.  18.9 METERS (62.0 FT) NORTHWEST FROM THE
 AC5723'CENTERLINE OF THE TAXIWAY.*  THIS STATION IS A PRIMARY AIRPORT CONTROL
 AC5723'STATION.*
 AC5723
 AC5723                          STATION RECOVERY (1996)
 AC5723
 AC5723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (MLB)
 AC5723'STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTH OF PRESTONSBURG AND
 AC5723'ABOUT 19.3 KM (12.00 MI) SOUTHEAST OF PAINTSVILLE.  LOCATED AT THE BIG
 AC5723'SANDY REGIONAL AIRPORT, JAMES MINEER AIRPORT MANAGER TELEPHONE NUMBER
 AC5723'606-298-5930.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS
 AC5723'23,460 AND STATE HIGHWAY 321 3.5 MI (5.6 KM) NORTH OF PRESTONSBURG, GO
 AC5723'NORTH ON US HIGHWAYS 23 AND 460 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF
 AC5723'STATE HIGHWAY 3 SOUTH.  CONTINUE NORTH ON HIGHWAYS 23 AND 460 FOR 0.5
 AC5723'MI (0.8 KM) TO THE JUNCTION OF STATE HIGHWAY 3 NORTH.  TURN RIGHT EAST
 AC5723'ON HIGHWAY 3 FOR 6.8 MI (10.9 KM) TO A PAVED ROAD ON THE RIGHT.  TURN
 AC5723'RIGHT SOUTH ON AIRPORT ROAD FOR 3.0 MI (4.8 KM) TO AIRPORT OFFICE AND
 AC5723'GATE.  FROM THE GATE GO NORTHEAST FOR 0.08 KM (0.05 MI) TO ASPHALT
 AC5723'ROAD/TAXIWAY.  TURN RIGHT AND GO EAST FOR 0.2 KM (0.10 MI) ACROSS
 AC5723'APRON TO THE TAXIWAY.  TURN LEFT AND GO NORTH ON TAXIWAY FOR 0.40 KM
 AC5723'(0.25 MI) TO STATION ON LEFT.  THE STATION IS A NGS HORIZONTAL CONTROL
 AC5723'DISK SET IN A DRILL HOLE IN A 4X5 FOOT TRIANGULAR SHAPE EXPOSED ROCK
 AC5723'OUTCROP.  STATION IS 45.7 METERS (149.9 FT) NORTHEAST FROM THE CENTER
 AC5723'OF THREE WOOD FENCE POSTS AT THE TOP OF A SLOPE.  25.6 METERS (84.0
 AC5723'FT) SOUTHEAST OF THE SOUTH WOOD GATE POST.  18.9 METERS (62.0 FT)
 AC5723'NORTHWEST FROM THE CENTERLINE OF THE TAXIWAY. THIS STATION IS A
 AC5723'PRIMARY AIRPORT CONTROL STATION.
 AC5723
 AC5723                          STATION RECOVERY (2002)
 AC5723
 AC5723'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 AC5723'RECOVERED AS DESCRIBED.
 AC5723
 AC5723                          STATION RECOVERY (2005)
 AC5723
 AC5723'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CTS)
 AC5723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5724 ***********************************************************************
 AC5724  SACS        -  This is a Secondary Airport Control Station.
 AC5724  DESIGNATION -  K22 B
 AC5724  PID         -  AC5724
 AC5724  STATE/COUNTY-  KY/MARTIN
 AC5724  USGS QUAD   -  OFFUTT (1992)
 AC5724
 AC5724                         *CURRENT SURVEY CONTROL
 AC5724  ___________________________________________________________________
 AC5724* NAD 83(1993)-  37 45 20.80618(N)    082 38 01.58529(W)     ADJUSTED  
 AC5724* NAVD 88     -       371.23   (meters)    1217.9    (feet)  GPS OBS   
 AC5724  ___________________________________________________________________
 AC5724  X           -     647,381.107 (meters)                     COMP
 AC5724  Y           -  -5,007,667.861 (meters)                     COMP
 AC5724  Z           -   3,884,255.374 (meters)                     COMP
 AC5724  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 AC5724  ELLIP HEIGHT-         338.98  (meters)          (01/09/97) GPS OBS
 AC5724  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 AC5724
 AC5724  HORZ ORDER  -  FIRST
 AC5724  ELLP ORDER  -  FOURTH    CLASS II
 AC5724
 AC5724.This mark is at Big Sandy Regional Airport (K22)
 AC5724
 AC5724.The horizontal coordinates were established by GPS observations
 AC5724.and adjusted by the National Geodetic Survey in January 1997..
 AC5724
 AC5724.The orthometric height was determined by GPS observations and a
 AC5724.high-resolution geoid model.
 AC5724
 AC5724.GPS derived orthometric heights for airport stations designated as
 AC5724.PACS or SACS are published to 2 decimal places.  This maintains
 AC5724.centimeter relative accuracy between the PACS and SACS.  It does
 AC5724.not indicate centimeter accuracy relative to other marks which are
 AC5724.part of the NAVD 88 network.
 AC5724
 AC5724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5724
 AC5724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5724
 AC5724.The ellipsoidal height was determined by GPS observations
 AC5724.and is referenced to NAD 83.
 AC5724
 AC5724.The geoid height was determined by GEOID03.
 AC5724
 AC5724;                    North         East     Units Scale Factor Converg.
 AC5724;SPC KY1Z     - 1,162,450.526 1,774,534.498   MT  0.99990715   +1 54 47.7
 AC5724;SPC KY1Z     - 3,813,806.43  5,821,951.93   sFT  0.99990715   +1 54 47.7
 AC5724;SPC KY S     -   662,386.761   774,553.656   MT  0.99997241   +1 53 23.5
 AC5724;SPC KY S     - 2,173,180.57  2,541,181.45   sFT  0.99997241   +1 53 23.5
 AC5724;UTM  17      - 4,179,975.391   356,079.720   MT  0.99985512   -1 00 01.9
 AC5724
 AC5724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5724!SPC KY1Z     -   0.99994681  x   0.99990715  =   0.99985397
 AC5724!SPC KY S     -   0.99994681  x   0.99997241  =   0.99991922
 AC5724!UTM  17      -   0.99994681  x   0.99985512  =   0.99980194
 AC5724
 AC5724                          SUPERSEDED SURVEY CONTROL
 AC5724
 AC5724.No superseded survey control is available for this station.
 AC5724
 AC5724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB5608079975(NAD 83)
 AC5724_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5724_SETTING: 66 = SET IN ROCK OUTCROP
 AC5724_STAMPING: K22 B 1995
 AC5724_MARK LOGO: NGS   
 AC5724_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5724+STABILITY: POSITION/ELEVATION WELL
 AC5724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5724+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 AC5724
 AC5724  HISTORY     - Date     Condition        Report By
 AC5724  HISTORY     - 1995     MONUMENTED       LOWE
 AC5724  HISTORY     - 19960810 GOOD             NGS
 AC5724  HISTORY     - 20050817 GOOD             WOOLPT
 AC5724
 AC5724                          STATION DESCRIPTION
 AC5724
 AC5724'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5724'STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTH OF PRESTONSBURG AND
 AC5724'ABOUT 19.3 KM (12.00 MI) SOUTHEAST OF PAINTSVILLE.  LOCATED AT THE BIG
 AC5724'SANDY REGIONAL AIRPORT, JAMES MINEER AIRPORT MANAGER TELEPHONE NUMBER
 AC5724'606-298-5930.*  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AC5724'HIGHWAYS 23,460 AND 3 IN PRESTONSBURG, GO SOUTH ON STATE HIGHWAY 3
 AC5724'11.83 KM (7.35 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT ON AIRPORT ROAD
 AC5724'AND GO WEST 5.3 KM (3.30 MI) TO OFFICE AND GATE TO APRON AHEAD.  FROM
 AC5724'THE GATE GO NORTHEAST 0.08 KM (0.05 MI) TO ASPHALT ROAD/TAXIWAY.  TURN
 AC5724'RIGHT AND GO EAST 0.2 KM (0.10 MI) ACROSS APRON TO THE INTERSECTION OF
 AC5724'THE RAMP AND TAXIWAY.  TURN LEFT AND GO NORTH 1.1 KM (0.70 MI) TO
 AC5724'STATION ON RIGHT IN GRASS BETWEEN THE TAXIWAY AND RUNWAY.*  STATION IS
 AC5724'A BRONZE NGS CAP SET IN A DRILL HOLE IN A 1X2 FOOT EXPOSED ROCK
 AC5724'OUTCROP.  STATION IS 53.3 METERS (174.9 FT) NORTHWEST OF THE
 AC5724'CENTERLINE OF THE RUNWAY.  39.2 METERS (128.6 FT) DUE EAST OF A
 AC5724'TAXIWAY LIGHT.  36.2 METERS (118.8 FT) DUE SOUTH OF A TAXIWAY LIGHT.
 AC5724'30.5 METERS (100.1 FT) SOUTHEAST FROM THE CENTERLINE OF THE TAXIWAY.*
 AC5724'THE STATION IS A SECONDARY AIRPORT CONTROL STATION.*
 AC5724
 AC5724                          STATION RECOVERY (1996)
 AC5724
 AC5724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (MLB)
 AC5724'STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTH OF PRESTONSBURG AND
 AC5724'ABOUT 19.3 KM (12.00 MI) SOUTHEAST OF PAINTSVILLE.  LOCATED AT THE BIG
 AC5724'SANDY REGIONAL AIRPORT, JAMES MINEER AIRPORT MANAGER TELEPHONE NUMBER
 AC5724'606-298-5930.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS
 AC5724'23,460 AND STATE HIGHWAY 321 3.5 MI (5.6 KM) NORTH OF PRESTONSBURG, GO
 AC5724'NORTH ON US HIGHWAYS 23 AND 460 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF
 AC5724'STATE HIGHWAY 3 SOUTH.  CONTINUE NORTH ON US HIGHWAYS 23 AND 460 FOR
 AC5724'0.5 MI (0.8 KM) TO THE JUNCTION OF STATE HIGHWAY 3 NORTH.  TURN RIGHT
 AC5724'EAST ON HIGHWAY 3 FOR 6.8 MI (10.9 KM) TO A PAVED ROAD RIGHT.  TURN
 AC5724'RIGHT ON AIRPORT ROAD AND GO SOUTH FOR 3.0 MI (4.8 KM) TO AIRPORT
 AC5724'OFFICE AND GATE.  FROM THE GATE GO NORTHEAST 0.08 KM (0.05 MI) TO
 AC5724'ASPHALT ROAD/TAXIWAY.  TURN RIGHT AND GO EAST 0.2 KM (0.10 MI) ACROSS
 AC5724'APRON TO THE TAXIWAY.  TURN LEFT AND GO NORTH ON TAXIWAY FOR 0.6 MI
 AC5724'(1.0 KM) TO STATION ON THE RIGHT, IN GRASS BETWEEN THE TAXIWAY AND
 AC5724'RUNWAY, BETWEEN THE 2ND AND 3RD TAXIWAY LIGHTS FROM THE THREE TAXIWAY
 AC5724'LIGHTS IN THE CURVE AT THE END OF THE TAXIWAY.  THE STATION IS A NGS
 AC5724'HORIZONTAL CONTROL DISC SET IN A DRILL HOLE IN A 1X2 FOOT EXPOSED ROCK
 AC5724'OUTCROP.  STATION IS 53.3 METERS (174.9 FT) NORTHWEST OF THE
 AC5724'CENTERLINE OF THE RUNWAY.  39.2 METERS (128.6 FT) DUE EAST OF A
 AC5724'TAXIWAY LIGHT.  36.2 METERS (118.8 FT) DUE SOUTH OF A TAXIWAY LIGHT.
 AC5724'30.5 METERS (100.1 FT) SOUTHEAST FROM THE CENTERLINE OF THE TAXIWAY.
 AC5724'THE STATION IS A SECONDARY AIRPORT CONTROL STATION.
 AC5724
 AC5724                          STATION RECOVERY (2005)
 AC5724
 AC5724'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CTS)
 AC5724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5725 ***********************************************************************
 AC5725  SACS        -  This is a Secondary Airport Control Station.
 AC5725  DESIGNATION -  K22 C
 AC5725  PID         -  AC5725
 AC5725  STATE/COUNTY-  KY/MARTIN
 AC5725  USGS QUAD   -  LANCER (1992)
 AC5725
 AC5725                         *CURRENT SURVEY CONTROL
 AC5725  ___________________________________________________________________
 AC5725* NAD 83(1993)-  37 44 41.93393(N)    082 38 31.65534(W)     ADJUSTED  
 AC5725* NAVD 88     -       356.08   (meters)    1168.2    (feet)  GPS OBS   
 AC5725  ___________________________________________________________________
 AC5725  X           -     646,743.501 (meters)                     COMP
 AC5725  Y           -  -5,008,478.033 (meters)                     COMP
 AC5725  Z           -   3,883,298.435 (meters)                     COMP
 AC5725  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 AC5725  ELLIP HEIGHT-         323.83  (meters)          (01/09/97) GPS OBS
 AC5725  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 AC5725
 AC5725  HORZ ORDER  -  FIRST
 AC5725  ELLP ORDER  -  FOURTH    CLASS II
 AC5725
 AC5725.This mark is at Big Sandy Regional Airport (K22)
 AC5725
 AC5725.The horizontal coordinates were established by GPS observations
 AC5725.and adjusted by the National Geodetic Survey in January 1997..
 AC5725
 AC5725.The orthometric height was determined by GPS observations and a
 AC5725.high-resolution geoid model.
 AC5725
 AC5725.GPS derived orthometric heights for airport stations designated as
 AC5725.PACS or SACS are published to 2 decimal places.  This maintains
 AC5725.centimeter relative accuracy between the PACS and SACS.  It does
 AC5725.not indicate centimeter accuracy relative to other marks which are
 AC5725.part of the NAVD 88 network.
 AC5725
 AC5725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5725
 AC5725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5725
 AC5725.The ellipsoidal height was determined by GPS observations
 AC5725.and is referenced to NAD 83.
 AC5725
 AC5725.The geoid height was determined by GEOID03.
 AC5725
 AC5725;                    North         East     Units Scale Factor Converg.
 AC5725;SPC KY1Z     - 1,161,228.291 1,773,838.805   MT  0.99990756   +1 54 29.2
 AC5725;SPC KY1Z     - 3,809,796.48  5,819,669.48   sFT  0.99990756   +1 54 29.2
 AC5725;SPC KY S     -   661,164.729   773,857.420   MT  0.99997105   +1 53 05.3
 AC5725;SPC KY S     - 2,169,171.28  2,538,897.22   sFT  0.99997105   +1 53 05.3
 AC5725;UTM  17      - 4,178,790.158   355,322.837   MT  0.99985782   -1 00 19.4
 AC5725
 AC5725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5725!SPC KY1Z     -   0.99994919  x   0.99990756  =   0.99985675
 AC5725!SPC KY S     -   0.99994919  x   0.99997105  =   0.99992024
 AC5725!UTM  17      -   0.99994919  x   0.99985782  =   0.99980701
 AC5725
 AC5725                          SUPERSEDED SURVEY CONTROL
 AC5725
 AC5725.No superseded survey control is available for this station.
 AC5725
 AC5725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB5532378790(NAD 83)
 AC5725_MARKER: DD = SURVEY DISK
 AC5725_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC5725_STAMPING: K22 C 1995
 AC5725_MARK LOGO: NGS   
 AC5725_PROJECTION: FLUSH
 AC5725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5725+STABILITY: SURFACE MOTION
 AC5725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5725+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 AC5725_ROD/PIPE-DEPTH:  1.0 meters
 AC5725
 AC5725  HISTORY     - Date     Condition        Report By
 AC5725  HISTORY     - 1995     MONUMENTED       LOWE
 AC5725  HISTORY     - 19960810 GOOD             NGS
 AC5725  HISTORY     - 20050817 GOOD             WOOLPT
 AC5725
 AC5725                          STATION DESCRIPTION
 AC5725
 AC5725'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5725'STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTH OF PRESTONSBURG AND
 AC5725'ABOUT 19.3 KM (12.00 MI) SOUTHEAST OF PAINTSVILLE.  LOCATED AT THE BIG
 AC5725'SANDY REGIONAL AIRPORT, JAMES MINEER AIRPORT MANAGER TELEPHONE NUMBER
 AC5725'606-298-5930.*  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AC5725'HIGHWAYS 23,460 AND 3 IN PRESTONSBURG, GO SOUTH ON STATE HIWAY 3 11.83
 AC5725'KM (7.35 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT ON AIRPORT ROAD AND GO
 AC5725'5.3 KM (3.30 MI) TO OFFICE AND GATE TO APRON.  FROM GATE GO NORTHEAST
 AC5725'0.08 KM (0.05 MI) TO ASPHALT ROAD/TAXIWAY.  TURN RIGHT AND GO 0.2 KM
 AC5725'(0.10 MI) ACROSS APRON TO THE INTERSECTION OF THE RAMP AND TAXIWAY.
 AC5725'TURN RIGHT AND GO 0.5 KM (0.30 MI) TO END OF TAXIWAY, CONTINUE 0.08 KM
 AC5725'(0.05 MI) IN GRASS TO STATION NEAR THE TOP OF A SLOPE.*  THE STATION
 AC5725'IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO THE TOP OF A
 AC5725'1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE
 AC5725'WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AC5725'CONCRETE ARE SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS
 AC5725'EXTEND FROM THE BOTTOM OF THE PIPE.  STATION IS 67.7 M (222.1 FT)
 AC5725'SOUTHWEST FROM THE CENTERLINE OF THE RAMP AT THE HOLD SHORT LINE.
 AC5725'64.6 M (211.9 FT) NORTHWEST FROM THE CENTERLINE OF THE RUNWAY
 AC5725'EXTENDED.  27.1 M (88.9 FT) DUE EAST OF THE CORNER OF A WOOD FENCE
 AC5725'POST.*  THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.*
 AC5725
 AC5725                          STATION RECOVERY (1996)
 AC5725
 AC5725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC5725'STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTH OF PRESTONSBURG AND
 AC5725'ABOUT 19.3 KM (12.00 MI) SOUTHEAST OF PAINTSVILLE.  LOCATED AT THE BIG
 AC5725'SANDY REGIONAL AIRPORT, JAMES MINEER AIRPORT MANAGER TELEPHONE NUMBER
 AC5725'606-298-5930.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS
 AC5725'23,460 AND STATE HIGHWAY 321 3.5 MI (5.6 KM) NORTH OF PRESTONSBURG, GO
 AC5725'NORTH ON US HIGHWAYS 23 AND 460 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF
 AC5725'STATE HIGHWAY 3 SOUTH.  CONTINUE NORTH ON HIGHWAYS 23 AND 460 FOR 0.5
 AC5725'MI (0.8 KM) TO THE JUNCTION OF HIGHWAY 3 NORTH. TURN RIGHT EAST ON
 AC5725'HIGHWAY 3 FOR 6.8 MI (10.9 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT
 AC5725'SOUTH ON AIRPORT ROAD FOR 3.0 MI (4.8 KM) TO THE AIRPORT OFFICE AND
 AC5725'GATE.  FROM GATE GO NORTHEAST 0.08 KM (0.05 MI) TO ASPHALT
 AC5725'ROAD/TAXIWAY.  TURN RIGHT AND GO 0.2 KM (0.10 MI) ACROSS APRON TO THE
 AC5725'TAXIWAY.  TURN RIGHT AND GO 0.2 MI (0.3 KM) TO THE END OF TAXIWAY,
 AC5725'CONTINUE 0.1 MI (0.2 KM) ACROSS GRASS TO STATION NEAR THE EDGE OF A
 AC5725'BANK.  THE STATION IS A FENO ROD WITH A NGS LOGO CAP SURROUNDED BY
 AC5725'CONCRETE.  STATION IS 67.7 M (222.1 FT) SOUTHWEST FROM THE CENTERLINE
 AC5725'OF THE RAMP AT THE HOLD SHORT LINE.  64.6 M (211.9 FT) NORTHWEST FROM
 AC5725'THE CENTERLINE OF THE EXTENDED RUNWAY.  27.1 M (88.9 FT) DUE EAST OF
 AC5725'THE CORNER OF A WOOD FENCE POST.   THIS STATION IS A SECONDARY AIRPORT
 AC5725'CONTROL STATION.
 AC5725
 AC5725                          STATION RECOVERY (2005)
 AC5725
 AC5725'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CTS)
 AC5725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7989 ***********************************************************************
 DG7989  CBN         -  This is a Cooperative Base Network Control Station.
 DG7989  DESIGNATION -  KAPS 4 AUDUBON CBL
 DG7989  PID         -  DG7989
 DG7989  STATE/COUNTY-  KY/DAVIESS
 DG7989  USGS QUAD   -  OWENSBORO WEST (1980)
 DG7989
 DG7989                         *CURRENT SURVEY CONTROL
 DG7989  ___________________________________________________________________
 DG7989* NAD 83(1993)-  37 45 52.02347(N)    087 13 21.00426(W)     ADJUSTED  
 DG7989* NAVD 88     -       122.1    (meters)     401.     (feet)  GPS OBS   
 DG7989  ___________________________________________________________________
 DG7989  X           -     244,640.447 (meters)                     COMP
 DG7989  Y           -  -5,042,624.533 (meters)                     COMP
 DG7989  Z           -   3,884,864.661 (meters)                     COMP
 DG7989  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DG7989  ELLIP HEIGHT-          91.34  (meters)          (11/03/04) GPS OBS
 DG7989  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DG7989
 DG7989  HORZ ORDER  -  A
 DG7989  ELLP ORDER  -  THIRD     CLASS I
 DG7989
 DG7989.The horizontal coordinates were established by GPS observations
 DG7989.and adjusted by the National Geodetic Survey in November 2004..
 DG7989
 DG7989.The orthometric height was determined by GPS observations and a
 DG7989.high-resolution geoid model.
 DG7989
 DG7989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7989
 DG7989.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7989
 DG7989.The ellipsoidal height was determined by GPS observations
 DG7989.and is referenced to NAD 83.
 DG7989
 DG7989.The geoid height was determined by GEOID03.
 DG7989
 DG7989;                    North         East     Units Scale Factor Converg.
 DG7989;SPC KY1Z     - 1,159,852.299 1,370,271.484   MT  0.99990684   -0 54 14.6
 DG7989;SPC KY1Z     - 3,805,282.08  4,495,632.36   sFT  0.99990684   -0 54 14.6
 DG7989;SPC KY S     -   659,831.845   370,262.700   MT  0.99997354   -0 53 34.9
 DG7989;SPC KY S     - 2,164,798.31  1,214,770.21   sFT  0.99997354   -0 53 34.9
 DG7989;UTM  16      - 4,179,704.193   480,402.660   MT  0.99960473   -0 08 10.5
 DG7989
 DG7989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7989!SPC KY1Z     -   0.99998567  x   0.99990684  =   0.99989251
 DG7989!SPC KY S     -   0.99998567  x   0.99997354  =   0.99995921
 DG7989!UTM  16      -   0.99998567  x   0.99960473  =   0.99959040
 DG7989
 DG7989                          SUPERSEDED SURVEY CONTROL
 DG7989
 DG7989.No superseded survey control is available for this station.
 DG7989
 DG7989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8040379704(NAD 83)
 DG7989_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DG7989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7989_STAMPING: KAPS 4
 DG7989_PROJECTION: FLUSH
 DG7989_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7989+STABILITY: SURFACE MOTION
 DG7989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7989+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG7989
 DG7989  HISTORY     - Date     Condition        Report By
 DG7989  HISTORY     - 20021112 MONUMENTED       KAPS
 DG7989
 DG7989                          STATION DESCRIPTION
 DG7989
 DG7989'DESCRIBED BY KENTUCKY ASSOC PROF SURV 2002 (CSM)
 DG7989'LOCATED IN DAVIESS COUNTY, 6 MILES WEST OF OWENSBORO, 20.5 MILES
 DG7989'EAST-SOUTHEAST OF  HENDERSON, ALONG THE SOUTH SIDE OF THE AUDUBON
 DG7989'PARKWAY.     STATION IS LOCATED IN THE RIGHT OF WAY OF PROPERTY OWNED
 DG7989'BY KYTC.     TO REACH FROM THE INTERSECTION OF STATE ROUTE 1554 AND
 DG7989'AUDUBON PARKWAY, TRAVEL EAST  ON THE AUDUBON PARKWAY FOR 2.15 MILES TO
 DG7989'THE STATION ON THE RIGHT, NEAR MILEPOST 20.2  (STATION 1135+00), IN
 DG7989'THE GRASSY AREA BETWEEN THE ROADWAY AND THE RIGHT OF WAY  FENCELINE.
 DG7989'STATION IS A BRASS DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST
 DG7989'FLUSH WITH GROUND,  IT IS 20 FEET NORTH OF THE SOUTH RIGHT OF WAY
 DG7989'FENCE FOR THE PARKWAY, AND 65.5 FT  EAST-NORTHEAST OF TREE IN FENCE
 DG7989'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2499 ***********************************************************************
 GC2499  DESIGNATION -  KEELING
 GC2499  PID         -  GC2499
 GC2499  STATE/COUNTY-  KY/TODD
 GC2499  USGS QUAD   -  PEMBROKE (1981)
 GC2499
 GC2499                         *CURRENT SURVEY CONTROL
 GC2499  ___________________________________________________________________
 GC2499* NAD 83(1993)-  36 50 59.26165(N)    087 15 43.50287(W)     ADJUSTED  
 GC2499* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 GC2499  ___________________________________________________________________
 GC2499  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 GC2499  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GC2499
 GC2499  HORZ ORDER  -  FIRST
 GC2499
 GC2499.The horizontal coordinates were established by classical geodetic methods
 GC2499.and adjusted by the National Geodetic Survey in December 1995..
 GC2499
 GC2499.The orthometric height was scaled from a topographic map.
 GC2499
 GC2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2499
 GC2499.The geoid height was determined by GEOID03.
 GC2499
 GC2499;                    North         East     Units Scale Factor Converg.
 GC2499;SPC KY1Z     - 1,058,413.344 1,365,139.839   MT  1.00006406   -0 55 42.1
 GC2499;SPC KY1Z     - 3,472,477.78  4,478,796.29   sFT  1.00006406   -0 55 42.1
 GC2499;SPC KY S     -   558,392.739   365,150.910   MT  0.99998090   -0 55 01.3
 GC2499;SPC KY S     - 1,831,993.51  1,197,999.28   sFT  0.99998090   -0 55 01.3
 GC2499;UTM  16      - 4,078,241.890   476,634.972   MT  0.99960673   -0 09 25.8
 GC2499
 GC2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2499!SPC KY1Z     -   0.99996417  x   1.00006406  =   1.00002823
 GC2499!SPC KY S     -   0.99996417  x   0.99998090  =   0.99994507
 GC2499!UTM  16      -   0.99996417  x   0.99960673  =   0.99957091
 GC2499
 GC2499|---------------------------------------------------------------------|
 GC2499| PID    Reference Object                     Distance      Geod. Az  |
 GC2499|                                                           dddmmss.s |
 GC2499| CG6681 KEELING RM 1                         23.930 METERS 07413     |
 GC2499| GC2426 ELKTON                              APPROX.15.4 KM 1062745.5 |
 GC2499| GC2498 FAIRVIEW JEFFERSON DAVIS MON        APPROX. 3.5 KM 2555222.5 |
 GC2499| CG6682 KEELING RM 2                                       30800     |
 GC2499|---------------------------------------------------------------------|
 GC2499
 GC2499                          SUPERSEDED SURVEY CONTROL
 GC2499
 GC2499  NAD 83(1986)-  36 50 59.27129(N)    087 15 43.50656(W) AD(       ) 1
 GC2499  NAD 27      -  36 50 59.12400(N)    087 15 43.50200(W) AD(       ) 1
 GC2499
 GC2499.Superseded values are not recommended for survey control.
 GC2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2499.See file dsdata.txt to determine how the superseded data were derived.
 GC2499
 GC2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7663578242(NAD 83)
 GC2499_MARKER: DS = TRIANGULATION STATION DISK
 GC2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2499
 GC2499  HISTORY     - Date     Condition        Report By
 GC2499  HISTORY     - 1930     MONUMENTED       CGS
 GC2499  HISTORY     - 1935     GOOD             CGS
 GC2499  HISTORY     - 1950     GOOD             CGS
 GC2499
 GC2499                          STATION DESCRIPTION
 GC2499
 GC2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2499'ABOUT 6 MILES WEST-NORTHWEST OF ELKTON, AND 2 MILES EAST-NORTHEAST OF
 GC2499'FAIRVIEW, ON THE SOUTH END OF A WELL KNOWN RIDGE KNOWN AS KEELINGS
 GC2499'KNOB, ON LAND OWNED BY J.W. KEELING.
 GC2499'
 GC2499'REACHED FROM ELKTON WEST ON HIGHWAY 68 FOR 6 MILES TO HOUSE ON NORTH
 GC2499'SIDE OF HIGHWAY AND SOUTHEAST OF KNOB.  TAKE LANE NORTH PAST HOUSE,
 GC2499'TURN LEFT THRU GATE AT CORNER OF BARN, AND FOLLOW WAGON-ROAD NORTH
 GC2499'0.5 MILE.  TAKE LEFT BRANCH AND CLIMB TO CULTIVATED FIELD AT TOP
 GC2499'OF RIDGE, TURN LEFT AND ASCEND TO SECOND CULTIVATED FIELD ON HIGHEST
 GC2499'PART OF RIDGE.  STATION IS ABOUT 15 METERS NORTHWEST OF HIGHEST
 GC2499'PART OF RIDGE, 8 METERS EAST OF NORTH WING OF FIELD AND 4 METERS
 GC2499'NORTH MAIN SECTION OF FIELD.
 GC2499'
 GC2499'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GC2499'SET IN CONCRETE.
 GC2499'
 GC2499'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, 18 METERS NORTH OF
 GC2499'FIELD.
 GC2499'
 GC2499'REFERENCE MARK NO. 2 IS WEST-BY-NORTH OF STATION AT CORNER OF FIELD
 GC2499'WHERE SIDES RUN TO EAST AND SOUTHWEST.
 GC2499'
 GC2499'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 GC2499
 GC2499                          STATION RECOVERY (1935)
 GC2499
 GC2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GC2499'SURFACE AND REFERENCE MARKERS IN GOOD CONDITION. DESCRIPTION EASILY
 GC2499'FOLLOWED.
 GC2499
 GC2499                          STATION RECOVERY (1950)
 GC2499
 GC2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2499'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 GC2499'STATION WAS NOT OCCUPIED BY THIS PARTY.  THE ORIGINAL
 GC2499'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2477 ***********************************************************************
 HZ2477  DESIGNATION -  KEENELAND RACE TRACK TANK
 HZ2477  PID         -  HZ2477
 HZ2477  STATE/COUNTY-  KY/FAYETTE
 HZ2477  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2477
 HZ2477                         *CURRENT SURVEY CONTROL
 HZ2477  ___________________________________________________________________
 HZ2477* NAD 83(1993)-  38 03 10.25349(N)    084 36 27.48284(W)     ADJUSTED  
 HZ2477* NAVD 88     -                                                        
 HZ2477  ___________________________________________________________________
 HZ2477  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 HZ2477  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HZ2477
 HZ2477  HORZ ORDER  -  THIRD
 HZ2477
 HZ2477.The horizontal coordinates were established by classical geodetic methods
 HZ2477.and adjusted by the National Geodetic Survey in December 1995..
 HZ2477
 HZ2477
 HZ2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2477
 HZ2477.The geoid height was determined by GEOID03.
 HZ2477
 HZ2477;                    North         East     Units Scale Factor Converg.
 HZ2477;SPC KY1Z     - 1,191,449.989 1,600,253.197   MT  0.99990967   +0 42 04.9
 HZ2477;SPC KY1Z     - 3,908,948.84  5,250,164.03   sFT  0.99990967   +0 42 04.9
 HZ2477;SPC KY N     -    61,425.141   468,611.124   MT  0.99998808   -0 13 20.9
 HZ2477;SPC KY N     -   201,525.65  1,537,435.00   sFT  0.99998808   -0 13 20.9
 HZ2477;UTM  16      - 4,214,380.749   709,907.300   MT  1.00014269   +1 28 30.6
 HZ2477
 HZ2477                          SUPERSEDED SURVEY CONTROL
 HZ2477
 HZ2477  NAD 83(1986)-  38 03 10.25937(N)    084 36 27.49167(W) AD(       ) 4
 HZ2477  NAD 27      -  38 03 09.98000(N)    084 36 27.70000(W) AD(       ) 3
 HZ2477
 HZ2477.Superseded values are not recommended for survey control.
 HZ2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2477.See file dsdata.txt to determine how the superseded data were derived.
 HZ2477
 HZ2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0990714381(NAD 83)
 HZ2477_MARKER: 53 = ELEVATED TANK
 HZ2477
 HZ2477  HISTORY     - Date     Condition        Report By
 HZ2477  HISTORY     - 1949     FIRST OBSERVED   CGS
 HZ2477  HISTORY     - 1976     GOOD             NGS
 HZ2477
 HZ2477                          STATION DESCRIPTION
 HZ2477
 HZ2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2477'THE STATION IS LOCATED ABOUT 5 MILES WEST OF LEXINGTON ON THE NORTH
 HZ2477'PART OF THE GROUNDS OF THE KEENELAND RACE TRACK.  IT IS ON A SMALL
 HZ2477'KNOLL NEAR THE HORSE BARNS.  IT IS A 4 LEGGED STEEL STRUCTURE WITH A
 HZ2477'TANK ATOP, ABOUT 40 FEET HIGH, PAINTED BLACK AND HAS THE LEGEND
 HZ2477'KEENELAND PAINTED IN LARGE ORANGE LETTERS ON THE SOUTH SIDE OF THE
 HZ2477'TANK.  THE POINT OF INTERSECTION WAS THE BALL AT THE CENTER OF THE
 HZ2477'TOP OF THE TANK.
 HZ2477'
 HZ2477'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 60 (WEST
 HZ2477'HIGH STREET) AND MERINO STREET AT THE SOUTHWEST END OF A VIADUCT
 HZ2477'OVER RAILROAD TRACKS IN LEXINGTON, GO WEST ON U.S. HIGHWAY 60 FOR
 HZ2477'5.5 MILES TO THE ENTRANCE TO THE RACE TRACK ON THE RIGHT, TURN RIGHT
 HZ2477'AND GO NORTH ON PAVED ROAD FOR 0.6 MILES TO POINT WHERE ROAD CURVES
 HZ2477'LEFT, CONTINUE NORTH UP HILL FOR ABOUT 0.1 MILE TO TOP OF HILL AND
 HZ2477'STATION AS DESCRIBED.
 HZ2477
 HZ2477                          STATION RECOVERY (1976)
 HZ2477
 HZ2477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TGR)
 HZ2477'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HZ2477'
 HZ2477'STATION IS APPROX. 55 FEET WNW OF A MUCH LARGER TANK, ALSO PAINTED
 HZ2477'BLACK.
 HZ2477'
 HZ2477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF
 HZ2477'LEXINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2781 ***********************************************************************
 GZ2781  DESIGNATION -  KEITH RESET
 GZ2781  PID         -  GZ2781
 GZ2781  STATE/COUNTY-  KY/NELSON
 GZ2781  USGS QUAD   -  LEBANON JUNCTION (1991)
 GZ2781
 GZ2781                         *CURRENT SURVEY CONTROL
 GZ2781  ___________________________________________________________________
 GZ2781* NAD 83(1993)-  37 48 02.00358(N)    085 42 04.89943(W)     ADJUSTED  
 GZ2781* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 GZ2781  ___________________________________________________________________
 GZ2781  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 GZ2781  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 GZ2781
 GZ2781  HORZ ORDER  -  FIRST
 GZ2781
 GZ2781.The horizontal coordinates were established by classical geodetic methods
 GZ2781.and adjusted by the National Geodetic Survey in December 1995..
 GZ2781
 GZ2781.The orthometric height was scaled from a topographic map.
 GZ2781
 GZ2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2781
 GZ2781.The geoid height was determined by GEOID03.
 GZ2781
 GZ2781;                    North         East     Units Scale Factor Converg.
 GZ2781;SPC KY1Z     - 1,162,836.984 1,504,283.228   MT  0.99990582   +0 01 47.5
 GZ2781;SPC KY1Z     - 3,815,074.34  4,935,302.56   sFT  0.99990582   +0 01 47.5
 GZ2781;SPC KY S     -   662,829.227   504,283.539   MT  0.99997846   +0 01 46.2
 GZ2781;SPC KY S     - 2,174,632.22  1,654,470.24   sFT  0.99997846   +0 01 46.2
 GZ2781;SPC KY N     -    34,367.955   372,180.475   MT  1.00002929   -0 54 10.2
 GZ2781;SPC KY N     -   112,755.53  1,221,062.11   sFT  1.00002929   -0 54 10.2
 GZ2781;UTM  16      - 4,184,480.929   614,327.594   MT  0.99976099   +0 47 45.7
 GZ2781
 GZ2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2781!SPC KY1Z     -   0.99996647  x   0.99990582  =   0.99987229
 GZ2781!SPC KY S     -   0.99996647  x   0.99997846  =   0.99994493
 GZ2781!SPC KY N     -   0.99996647  x   1.00002929  =   0.99999576
 GZ2781!UTM  16      -   0.99996647  x   0.99976099  =   0.99972746
 GZ2781
 GZ2781:                Primary Azimuth Mark                     Grid Az
 GZ2781:SPC KY1Z     -  KEITH AZ MK                              124 53 50.2
 GZ2781:SPC KY S     -  KEITH AZ MK                              124 53 51.5
 GZ2781:SPC KY N     -  KEITH AZ MK                              125 49 47.9
 GZ2781:UTM  16      -  KEITH AZ MK                              124 07 52.0
 GZ2781
 GZ2781|---------------------------------------------------------------------|
 GZ2781| PID    Reference Object                     Distance      Geod. Az  |
 GZ2781|                                                           dddmmss.s |
 GZ2781| CG8693 KEITH AZ MK                                        1245537.7 |
 GZ2781| CG8694 KEITH RM 1                           13.743 METERS 18514     |
 GZ2781| CG8696 KEITH RM SOUTH                        1.829 METERS 18526     |
 GZ2781| CG8695 KEITH RM 2                                         26158     |
 GZ2781|---------------------------------------------------------------------|
 GZ2781
 GZ2781                          SUPERSEDED SURVEY CONTROL
 GZ2781
 GZ2781  NAD 83(1986)-  37 48 02.01067(N)    085 42 04.90788(W) AD(       ) 1
 GZ2781  NAD 27      -  37 48 01.77400(N)    085 42 05.04200(W) AD(       ) 1
 GZ2781
 GZ2781.Superseded values are not recommended for survey control.
 GZ2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2781.See file dsdata.txt to determine how the superseded data were derived.
 GZ2781
 GZ2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG1432884481(NAD 83)
 GZ2781_MARKER: H = DRILL HOLE
 GZ2781_SETTING: 80 = SET IN A BOULDER
 GZ2781
 GZ2781  HISTORY     - Date     Condition        Report By
 GZ2781  HISTORY     - 1883     MONUMENTED       CGS
 GZ2781  HISTORY     - 1933     SEE DESCRIPTION  CGS
 GZ2781  HISTORY     - 1948     GOOD             USGS
 GZ2781  HISTORY     - 1951     GOOD             CGS
 GZ2781
 GZ2781                          STATION DESCRIPTION
 GZ2781
 GZ2781'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (JFP)
 GZ2781'ABOUT 5 MILES BY ROAD NORTHWEST OF BOSTON, ON THE NORTHEAST END OF A
 GZ2781'LARGE FLAT-APPEARING HILL KNOWN LOCALLY AS KEITHS KNOB. THE STATION
 GZ2781'IS ON LAND BELONGING TO GEORGE M. MILLER, ON THE END OF THE RIDGE
 GZ2781'DIRECTLY BACK OF HIS HOUSE.
 GZ2781'THREE REFERENCE MARKS, EACH CONSISTING OF A BOULDER WITH AN ARROW
 GZ2781'POINTING TOWARD THE STATION CHISELED IN ITS UPPER SURFACE, ARE
 GZ2781'1.83 METERS FROM THE STATION NORTH, EAST AND SOUTH RESPECTIVELY.
 GZ2781
 GZ2781                          STATION RECOVERY (1933)
 GZ2781
 GZ2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GZ2781'A NEW DESCRIPTION FOLLOWS- STATION IS ABOUT 2 MILES WEST-NORTHWEST
 GZ2781'OF BOSTON, AND 3
 GZ2781'MILES SOUTH-SOUTHEAST OF LEBANON JUNCTION, ON THE HIGHEST POINT AT
 GZ2781'THE NORTHEAST END OF A LARGE FLAT-APPEARING HILL, KNOWN
 GZ2781'AS KEITHS KNOB, ON LAND OWNED BY ANNE F. CROW. (THE KNOB IS HIGHER TO
 GZ2781'THE SOUTHWEST).  THE MARK IS 50 FEET NORTH OF AN OLD EAST-WEST
 GZ2781'WOVEN-WIRE FENCE AT THE POINT WHERE IT SWINGS SOUTHWEST ALONG THE
 GZ2781'CREST OF THE RIDGE. IT WAS RE-MARKED 1933,
 GZ2781'AND IS FLUSH WITH THE GROUND.
 GZ2781'
 GZ2781'TO REACH FROM BOSTON, GO NORTHWEST ON ROAD ALONG THE SOUTHWEST SIDE
 GZ2781'OF THE RAILROAD 1.6 MILES TO T-ROAD, TURN RIGHT, AND GO 0.6 MILE TO
 GZ2781'THE CROW HOUSE, AND THE END OF TRUCK TRAVEL. FROM HERE GO OUT THROUGH
 GZ2781'THE PASTURE AND FOLLOW THE FENCE BACK FROM THE BARN AND UP THE
 GZ2781'SLOPE TO THE FENCE CORNER AND THE STATION 50 FEET NORTH ON THE CREST
 GZ2781'OF THE HILL.
 GZ2781'
 GZ2781'REFERENCE MARK NO.1 (1933),IS 5 FEET NORTH OF THE WIRE
 GZ2781'FENCE. THE BOULDER IS FLUSH WITH THE GROUND. IT IS SOUTH OF THE
 GZ2781'STATION. REFERENCE MARK NO.2 (1933),IS 50 FEET NORTHWEST
 GZ2781'OF THE ABOVE FENCE CORNER, 5 FEET EAST OF A 14-INCH OAK, ON THE
 GZ2781'WEST SLOPE OF THE HILL, AND PROJECTS 2 INCHES. IT IS WEST OF THE
 GZ2781'STATION. REFERENCE MARK NO. 3 (1883) IS SOUTH OF THE STATION, AND
 GZ2781'IS AN ARROW CHISELED IN A BOULDER, AND POINTING TOWARD THE STATION.
 GZ2781'THE BOULDER IS FLUSH WITH THE GROUND.
 GZ2781'
 GZ2781'AZIMUTH MARK IS SOUTHEAST OF THE STATION, 12 FEET EAST OF THE
 GZ2781'HIGHWAY, 4 FEET NORTH OF A GATE, AND ACROSS THE ROAD FROM A WHITE
 GZ2781'HOUSE WITH A STONE CHIMNEY ON THE SOUTH END AND A LARGE CEDAR TREE IN
 GZ2781'THE YARD. THE HOUSE IS THE RESIDENCE OF ANNIE F. CROW. THE MARK
 GZ2781'PROJECTS 3 INCHES.
 GZ2781
 GZ2781                          STATION RECOVERY (1948)
 GZ2781
 GZ2781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GZ2781'STATION STAMPED KEITH 1883 1933 RECOVERED IN GOOD CONDITION.
 GZ2781'
 GZ2781'TO REACH FROM BOSTON, BEGIN AT INTERSECTION OF ROUTES 61 AND 62 AND
 GZ2781'GO NW ON ROUTE 61 FOR 1.4 MILES TO A CROSS ROADS, TURN LEFT
 GZ2781'CROSSING RAILROAD AND CONTINUE W FOR 0.8 MILES TO A T-ROAD NW. 500
 GZ2781'FEET S OF THIS INTERSECTION IS THE ANNE F.  CROW PROPERTY FORMERLY.
 GZ2781'STANDING ON THIS T-ROAD INTERSECTION LOOKING UP ROAD TO NW, KEITHS
 GZ2781'KNOB AND STATION IS DIRECTLY IN FRONT OF YOU, FIRST KNOB SOUTH OF
 GZ2781'ROAD.
 GZ2781
 GZ2781                          STATION RECOVERY (1951)
 GZ2781
 GZ2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2781'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GZ2781'CONDITION. THIS STATION IS ON A DOWN HILL SLOPE OF A RIDGE AND
 GZ2781'CONSIDERABLY LOWER THAN THE NEW STATION BOSTON ESTABLISHED BY THIS
 GZ2781'PARTY AND PRECLUDING ANY BUILDING TO MAKE THESE STATIONS
 GZ2781'INTERVISIBLE. THE AZIMUTH MARK TO THIS STATION WAS ALSO USED FOR
 GZ2781'STATION BOSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2369 ***********************************************************************
 HZ2369  DESIGNATION -  KELAT
 HZ2369  PID         -  HZ2369
 HZ2369  STATE/COUNTY-  KY/HARRISON
 HZ2369  USGS QUAD   -  KELAT (1984)
 HZ2369
 HZ2369                         *CURRENT SURVEY CONTROL
 HZ2369  ___________________________________________________________________
 HZ2369* NAD 83(1993)-  38 31 31.33513(N)    084 18 45.37236(W)     ADJUSTED  
 HZ2369* NAVD 88     -       294.35   (+/-2cm)     965.7    (feet)  VERTCON   
 HZ2369  ___________________________________________________________________
 HZ2369  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 HZ2369  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 HZ2369
 HZ2369  HORZ ORDER  -  FIRST
 HZ2369  VERT ORDER  -  THIRD ? (See Below)
 HZ2369
 HZ2369.The horizontal coordinates were established by classical geodetic methods
 HZ2369.and adjusted by the National Geodetic Survey in April 1998..
 HZ2369
 HZ2369.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2369.The vertical order pertains to the NGVD 29 superseded value.
 HZ2369
 HZ2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2369
 HZ2369.The geoid height was determined by GEOID03.
 HZ2369
 HZ2369;                    North         East     Units Scale Factor Converg.
 HZ2369;SPC KY1Z     - 1,244,249.099 1,625,335.242   MT  0.99996900   +0 52 57.0
 HZ2369;SPC KY1Z     - 4,082,173.92  5,332,454.04   sFT  0.99996900   +0 52 57.0
 HZ2369;SPC KY N     -   113,815.409   494,541.050   MT  0.99996259   -0 02 20.2
 HZ2369;SPC KY N     -   373,409.39  1,622,506.76   sFT  0.99996259   -0 02 20.2
 HZ2369;UTM  16      - 4,267,532.123   734,272.485   MT  1.00027593   +1 40 28.7
 HZ2369
 HZ2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2369!SPC KY1Z     -   0.99995916  x   0.99996900  =   0.99992817
 HZ2369!SPC KY N     -   0.99995916  x   0.99996259  =   0.99992176
 HZ2369!UTM  16      -   0.99995916  x   1.00027593  =   1.00023508
 HZ2369
 HZ2369:                Primary Azimuth Mark                     Grid Az
 HZ2369:SPC KY1Z     -  KELAT AZ MK                              022 07 29.4
 HZ2369:SPC KY N     -  KELAT AZ MK                              023 02 46.6
 HZ2369:UTM  16      -  KELAT AZ MK                              021 19 57.7
 HZ2369
 HZ2369|---------------------------------------------------------------------|
 HZ2369| PID    Reference Object                     Distance      Geod. Az  |
 HZ2369|                                                           dddmmss.s |
 HZ2369| DB9515 KELAT AZ MK                                        0230026.4 |
 HZ2369| HZ2370 TT 27 M USGS 1935                    26.609 METERS 12027     |
 HZ2369| HZ2392 WAITES RESET                        APPROX.18.3 KM 1413704.6 |
 HZ2369| DB9516 KELAT RM 1                           23.893 METERS 14240     |
 HZ2369| DB9517 KELAT RM 2                           18.166 METERS 26121     |
 HZ2369|---------------------------------------------------------------------|
 HZ2369
 HZ2369                          SUPERSEDED SURVEY CONTROL
 HZ2369
 HZ2369  NAD 83(1993)-  38 31 31.33512(N)    084 18 45.37271(W) AD(       ) 1
 HZ2369  NAD 83(1986)-  38 31 31.34094(N)    084 18 45.38169(W) AD(       ) 1
 HZ2369  NAD 27      -  38 31 31.07400(N)    084 18 45.60900(W) AD(       ) 1
 HZ2369  NGVD 29 (07/19/86)  294.56   (m)          966.4    (f) LEVELING    3  
 HZ2369
 HZ2369.Superseded values are not recommended for survey control.
 HZ2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2369.See file dsdata.txt to determine how the superseded data were derived.
 HZ2369
 HZ2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3427267532(NAD 83)
 HZ2369_MARKER: DS = TRIANGULATION STATION DISK
 HZ2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2369_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2369
 HZ2369  HISTORY     - Date     Condition        Report By
 HZ2369  HISTORY     - 1935     MONUMENTED       CGS
 HZ2369  HISTORY     - 1949     GOOD             CGS
 HZ2369
 HZ2369                          STATION DESCRIPTION
 HZ2369
 HZ2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2369'STATION IS ABOUT 9 MILES NNW OF CYNTHIANA ABOUT 4 MILES E OF BERRY AT
 HZ2369'THE INTERSECTION OF THE KELAT BERRY ROAD AND HIGHWAY 27 IN THE
 HZ2369'SETTLEMENT OF KELAT WHICH IS ABOUT 11-1/2 MILES N BY ROAD FROM
 HZ2369'CYNTHIANA AND 14-1/2 MILES S BY ROAD FROM FALMOUTH ALONG HIGHWAY 27.
 HZ2369'
 HZ2369'THE STATION IS IN THE YARD OF THE FAIRVIEW BAPTIST CHURCH, 11.2 FEET
 HZ2369'E OF THE NE CORNER OF CHURCH (CONSIDERING CHURCH TO FACE S) AND IN
 HZ2369'LINE WITH N SIDE (REAR), 20 PACES NW CENTER LINE OF THE KELAT BERRY
 HZ2369'ROAD AND 62.3 FEET WSW OF THE SW CORNER OF JESS ROBINSONS GAS
 HZ2369'STATION (CONSIDERING GAS STATION TO FACE S).  MARK IS SET FLUSH
 HZ2369'WITH GROUND.
 HZ2369'
 HZ2369'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2369'DISKS SET IN CONCRETE.
 HZ2369'
 HZ2369'REFERENCE MARK NO.1 IS SE OF STATION IN THE NW CORNER OF CONCRETE
 HZ2369'PORCH TO J.W. BRANNOCKS GENERAL STORE, 16 INCHES S OF N EDGE AND 12
 HZ2369'INCHES E OF W EDGE.
 HZ2369'
 HZ2369'REFERENCE MARK NO.2 IS WSW OF STATION, 6 YARDS NW OF THE NW CORNER OF
 HZ2369'CHURCH.  MARK PROJECTS 8 INCHES.
 HZ2369'
 HZ2369'AZIMUTH MARK IS NNE OF STATION ON PROPERTY OF THE METHODIST
 HZ2369'PARSONAGE, 8 YARDS NW OF CENTER LINE OF HIGHWAY 27 AND 1-1/2 YARDS NE
 HZ2369'CENTER LINE OF DRIVE TO GARAGE.  MARK PROJECTS 14 INCHES.
 HZ2369'
 HZ2369'TT STATION 27M U.S.G.S. IS ESE OF STATION IN THE NE CORNER OF
 HZ2369'CONCRETE PORCH OF GENERAL STORE, 2 FEET S OF N EDGE AND 2 FEET W OF
 HZ2369'THE E EDGE.
 HZ2369'
 HZ2369'A 64 FOOT TOWER WILL CLEAR ALL LINES.
 HZ2369'
 HZ2369'NO NATURAL OBJECTS VISIBLE FROM GROUND.
 HZ2369
 HZ2369                          STATION RECOVERY (1949)
 HZ2369
 HZ2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2369'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HZ2369'GOOD CONDITION.  DISTANCE TO REFERENCE MARK NO.1 FAILED TO CHECK AS
 HZ2369'NOTED ABOVE.  DIRECTIONS TO ALL MARKS FAILED TO CHECK AS NOTED ABOVE.
 HZ2369'
 HZ2369'STATION IS LOCATED ABOUT 13 MILES EAST OF CORINTH, 10 MILES SOUTH OF
 HZ2369'FALMOUTH AND 10 MILES NORTH OF CYNTHIANA IN THE VILLAGE OF KELAT ON
 HZ2369'THE PROPERTY OF THE FAIRVIEW BAPTIST CHURCH.  IT IS 60 FEET NORTH
 HZ2369'OF THE CENTER OF PAVED STREET, 10 FEET SOUTHWEST OF A FENCE LINE
 HZ2369'AND 10 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 HZ2369'WITH THE GROUND AND THE DISK IS STAMPED KELAT 1935.
 HZ2369'
 HZ2369'REFERENCE MARK NO.1 IS 78.39 FEET SOUTHEAST OF STATION.  THE DISK IS
 HZ2369'SET FLUSH IN A CONCRETE PORCH OF A SMALL GENERAL STORE, AND IS
 HZ2369'STAMPED KELAT NO 1 1935.
 HZ2369'
 HZ2369'REFERENCE MARK NO.2 IS 59.60 FEET WEST OF STATION AND 21 FEET WEST OF
 HZ2369'THE NORTHWEST CORNER OF CHURCH.  THE MARK PROJECTS ABOUT 6 INCHES
 HZ2369'AND THE DISK IS STAMPED KELAT NO 2 1935.
 HZ2369'
 HZ2369'TT 27 M (USGS) IS 87.30 FEET SOUTHEAST OF STATION.  THE DISK IS SET
 HZ2369'FLUSH IN THE CONCRETE PORCH OF THE GENERAL STORE AND IS STAMPED TT
 HZ2369'STA NO 27M 1928.
 HZ2369'
 HZ2369'AZIMUTH MARK IS 0.15 MILE NORTH OF STATION, 100 FEET SOUTHWEST OF A
 HZ2369'WHITE FRAME HOUSE, 24 FEET NORTHWEST OF CENTER OF A PAVED STREET AND
 HZ2369'4 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE
 HZ2369'GROUND AND THE DISK IS STAMPED KELAT 1935.
 HZ2369'
 HZ2369'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 27 IN
 HZ2369'CYNTHIANA, GO NORTH ON HIGHWAY 27 FOR 9.3 MILES TO A GRAVEL T ROAD
 HZ2369'LEFT, TURN ON GRAVEL ROAD AND GO WEST FOR 1.4 MILES TO THE VILLAGE OF
 HZ2369'KELAT AND STATION ON RIGHT AS DESCRIBED, NEAR A CHRUCH.
 HZ2369'
 HZ2369'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTH ON PAVED STREET FOR
 HZ2369'0.15 MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 HZ2369'
 HZ2369'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1362 ***********************************************************************
 HA1362  DESIGNATION -  KELLY
 HA1362  PID         -  HA1362
 HA1362  STATE/COUNTY-  KY/GRAYSON
 HA1362  USGS QUAD   -  CLARKSON (1967)
 HA1362
 HA1362                         *CURRENT SURVEY CONTROL
 HA1362  ___________________________________________________________________
 HA1362* NAD 83(1993)-  37 24 34.55671(N)    086 13 38.42455(W)     ADJUSTED  
 HA1362* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 HA1362  ___________________________________________________________________
 HA1362  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 HA1362  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 HA1362
 HA1362  HORZ ORDER  -  FIRST
 HA1362
 HA1362.The horizontal coordinates were established by classical geodetic methods
 HA1362.and adjusted by the National Geodetic Survey in December 1995..
 HA1362
 HA1362.The orthometric height was scaled from a topographic map.
 HA1362
 HA1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1362
 HA1362.The geoid height was determined by GEOID03.
 HA1362
 HA1362;                    North         East     Units Scale Factor Converg.
 HA1362;SPC KY1Z     - 1,119,555.513 1,457,742.959   MT  0.99993792   -0 17 35.0
 HA1362;SPC KY1Z     - 3,673,075.05  4,782,611.69   sFT  0.99993792   -0 17 35.0
 HA1362;SPC KY S     -   619,544.695   457,742.602   MT  0.99994627   -0 17 22.2
 HA1362;SPC KY S     - 2,032,622.89  1,501,777.19   sFT  0.99994627   -0 17 22.2
 HA1362;UTM  16      - 4,140,592.208   568,378.259   MT  0.99965759   +0 28 09.9
 HA1362
 HA1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1362!SPC KY1Z     -   0.99996337  x   0.99993792  =   0.99990129
 HA1362!SPC KY S     -   0.99996337  x   0.99994627  =   0.99990964
 HA1362!UTM  16      -   0.99996337  x   0.99965759  =   0.99962097
 HA1362
 HA1362:                Primary Azimuth Mark                     Grid Az
 HA1362:SPC KY1Z     -  KELLY AZ MK                              048 33 31.8
 HA1362:SPC KY S     -  KELLY AZ MK                              048 33 19.0
 HA1362:UTM  16      -  KELLY AZ MK                              047 47 46.9
 HA1362
 HA1362|---------------------------------------------------------------------|
 HA1362| PID    Reference Object                     Distance      Geod. Az  |
 HA1362|                                                           dddmmss.s |
 HA1362| CG8700 KELLY AZ MK                                        0481556.8 |
 HA1362| CG8701 KELLY RM 1                           22.480 METERS 11610     |
 HA1362| CG8702 KELLY RM 2                           23.189 METERS 23322     |
 HA1362| HA1363 MID VALLEY OIL RAD RELAY TWR        APPROX. 1.0 KM 2392812.0 |
 HA1362| HA1406 LEITCHFIELD MUNICIPAL TANK          APPROX.10.2 KM 3240019.5 |
 HA1362|---------------------------------------------------------------------|
 HA1362
 HA1362                          SUPERSEDED SURVEY CONTROL
 HA1362
 HA1362  NAD 83(1986)-  37 24 34.56507(N)    086 13 38.43118(W) AD(       ) 1
 HA1362  NAD 27      -  37 24 34.37000(N)    086 13 38.52500(W) AD(       ) 1
 HA1362
 HA1362.Superseded values are not recommended for survey control.
 HA1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1362.See file dsdata.txt to determine how the superseded data were derived.
 HA1362
 HA1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6837840592(NAD 83)
 HA1362_MARKER: DS = TRIANGULATION STATION DISK
 HA1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1362
 HA1362  HISTORY     - Date     Condition        Report By
 HA1362  HISTORY     - 1950     MONUMENTED       CGS
 HA1362  HISTORY     - 1952     GOOD             CGS
 HA1362  HISTORY     - 1968     GOOD             CGS
 HA1362
 HA1362                          STATION DESCRIPTION
 HA1362
 HA1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1362'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF LEITCHFIELD, ABOUT
 HA1362'6 MILES SOUTH OF CLARKSON AND ABOUT 0.6 MILE SOUTHWEST OF
 HA1362'PEONIA. IT IS 6 FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS
 HA1362'4 INCHES AND THE DISK IS STAMPED KELLY 1950.
 HA1362'
 HA1362'REFERENCE MARK NO. 1. THE MARK PROJECTS 4 INCHES AND THE DISK IS
 HA1362'STAMPED KELLY NO 1 1950.
 HA1362'
 HA1362'REFERENCE MARK NO. 2. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HA1362'STAMPED KELLY NO 2 1950.
 HA1362'
 HA1362'AZIMUTH MARK IS 110 FEET EAST OF THE NORTHEAST CORNER OF ST. ANTHONY
 HA1362'CATHOLIC CHURCH AND 22 FEET NORTHWEST OF THE CENTER OF STATE
 HA1362'HIGHWAY NO. 226. THE MARK IS FLUSH AND THE DISK IS STAMPED KELLY
 HA1362'1950.
 HA1362'
 HA1362'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 62 AND
 HA1362'STATE HIGHWAY NO. 88 IN CLARKSON, GO SOUTH ON STATE HIGHWAY NO. 88
 HA1362'FOR 5.95 MILES TO THE JUNCTION OF STATE HIGHWAY NO. 226 IN PEONIA,
 HA1362'TURN RIGHT ON STATE HIGHWAY NO. 226 AND GO 0.1 MILE TO A CHURCH ON
 HA1362'THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED, CONTINUE FOR 0.3 MILE TO
 HA1362'A DIRT ROAD LEFT, TURN LEFT ON DIRT ROAD AND GO UP HILL FOR 0.1
 HA1362'MILE, HERE TURN RIGHT AND GO ACROSS FIELD UP HILL FOR 0.15 MILE TO
 HA1362'THE TOP OF A BARE HILL AND THE STATION AS DESCRIBED.
 HA1362'
 HA1362'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HA1362
 HA1362                          STATION RECOVERY (1952)
 HA1362
 HA1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1362'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HA1362'CONDITION. THE OLD DESCRIPTION IS ADEQUATE.
 HA1362'
 HA1362'BM U 75 IS 0.6 MILE NORTHEAST OF THE STATION. IT IS 26 FEET EAST OF
 HA1362'THE CENTER OF STATE HIGHWAY 88, 21 FEET SOUTH OF THE CENTER OF GRAVEL
 HA1362'ROAD, 2 FEET WEST OF A FENCELINE AND 1.5 FEET SOUTH OF A WHITE
 HA1362'WITNESS POST. THE MARK IS A 6X6 INCH CONCRETE POST AND IS FLUSH
 HA1362'WITH A BRONZE USG AND GS BENCH MARK DISK SET IN THE TOP STAMPED U 75
 HA1362'1935.
 HA1362'
 HA1362'TO REACH THE BM U 75 FROM THE JUNCTION OF STATE HIGHWAYS 226 AND 88
 HA1362'IN PEONIA, GO SOUTHEAST ON STATE HIGHWAY 88 FOR 0.05 MILE TO THE MARK
 HA1362'ON THE LEFT.
 HA1362'
 HA1362'HEIGHT OF LIGHT ABOVE THE STATION MARK 22 METERS.
 HA1362
 HA1362                          STATION RECOVERY (1968)
 HA1362
 HA1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HA1362'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HA1362'
 HA1362'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HA1362'
 HA1362'THE STATION IS LOCATED ATOP A RATHER PROMINENT BRUSH COVERED KNOLL
 HA1362'ABOUT 6-1/2 MILES SOUTHEAST OF LEITCHFIELD, 6 MILES SOUTH OF
 HA1362'CLARKSON AND ABOUT 0.6 OF A MILE SOUTHWEST OF THE T INTERSECTION OF
 HA1362'STATE ROUTE 88 AND STATE ROUTE 226 IN THE SMALL COMMUNITY OF
 HA1362'PEONIA.
 HA1362'
 HA1362'TO REACH THE STATION FROM THE POST OFFICE IN CLARKSON, GO WEST ON
 HA1362'U.S. HIGHWAY 62 FOR 0.1 OF A MILE TO THE T INTERSECTION
 HA1362'WITH STATE ROUTE 88 ON THE LEFT. HERE TURN LEFT AND GO SOUTHERLY ON
 HA1362'STATE ROUTE 88 FOR 5.95 MILES TO THE JUNCTION WITH STATE ROUTE 226
 HA1362'IN PEONIA. HERE TURN LEFT AND GO WEST-SOUTHWESTERLY ON STATE ROUTE
 HA1362'226 FOR ABOUT 0.1 OF A MILE TO THE AZIMUTH MARK ON THE RIGHT NEAR
 HA1362'THE DRIVE INTO ST. ANTHONYS CATHOLIC CHURCH. CONTINUE WESTERLY ON
 HA1362'STATE ROUTE 226 FOR 0.3 OF A MILE TO A GRADED ROAD LEFT, TURN
 HA1362'LEFT AND GO SOUTHWESTERLY ON THIS GRADED ROAD UPHILL FOR ABOUT 0.1
 HA1362'OF A MILE TO AN OLD GAP IN THE FENCE ON THE RIGHT AND A DIM TRACK
 HA1362'ROAD, HERE BEAR TO THE RIGHT, PASSING THROUGH THE WIRE GAP AND
 HA1362'CONTINUE WESTERLY ACROSS OPEN PASTURE FOR ABOUT 0.15 OF A MILE TO THE
 HA1362'SUMMIT AND THE STATION AS DESCRIBED.  NOTE--THIS LAST MILEAGE IS VERY
 HA1362'ROUGH AND CANNOT BE DRIVEN BY CONVENTIONAL VEHICLES IN WET WEATHER.
 HA1362'
 HA1362'THE STATION IS 193 FEET NORTHEAST OF A 12-INCH RED CEDAR TREE ON THE
 HA1362'SOUTHWEST BROW OF THE KNOLL, 146 FEET WEST OF A 12-INCH RED CEDAR
 HA1362'ON THE EAST BROW OF THE KNOLL, 91 FEET NORTH OF A 16-INCH WHITE OAK
 HA1362'TREE ON THE SOUTH BROW OF THE KNOLL, 47 FEET SOUTH OF A 10-INCH,
 HA1362'TRIPLE-TRUNKED, RED CEDAR TREE ON THE NORTH BROW OF THE KNOLL, AND
 HA1362'0.8 OF A FOOT NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN.
 HA1362'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 HA1362'MONUMENT THAT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED KELLY
 HA1362'1950.
 HA1362'
 HA1362'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE KNOLL ABOUT 3
 HA1362'FEET BELOW THE ELEVATION OF THE STATION, 89 FEET SOUTHWEST OF THE
 HA1362'12-INCH RED CEDAR TREE ON THE EAST BROW OF THE KNOLL AND 45 FEET
 HA1362'NORTH OF THE 16-INCH WHITE OAK TREE ON THE SOUTH BROW OF THE
 HA1362'KNOLL. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 HA1362'CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH AND THE DISK IS
 HA1362'STAMPED KELLY NO 1 1950.
 HA1362'
 HA1362'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE KNOLL ABOUT 2
 HA1362'FEET BELOW THE ELEVATION OF THE STATION, 119 FEET NORTH-NORTHEAST
 HA1362'OF THE 12-INCH RED CEDAR TREE ON THE SOUTHWEST BROW OF THE KNOLL AND
 HA1362'116 FEET WEST OF THE 16-INCH WHITE OAK TREE ON THE SOUTH BROW OF THE
 HA1362'KNOLL. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 HA1362'CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH AND THE DISK IS
 HA1362'STAMPED KELLY NO 2 1950.
 HA1362'
 HA1362'DUE TO NUMEROUS SMALL CEDAR AND PINE SAPLINGS ON LINE BETWEEN THE
 HA1362'REFERENCE MARKS, NO EFFORT WAS MADE TO MEASURE BETWEEN THE
 HA1362'MARKS.
 HA1362'
 HA1362'BENCH MARK U 75 1935 IS NORTHEAST OF THE STATION NEAR THE JUNCTION OF
 HA1362'STATE ROUTE 88 AND STATE ROUTE 226, 228 FEET SOUTHEAST OF THE
 HA1362'APPROXIMATE CENTER OF THE JUNCTION OF THE HIGHWAYS, 26 FEET NORTHEAST
 HA1362'OF THE APPROXIMATE CENTER OF STATE ROUTE 88, 19 FEET SOUTHEAST
 HA1362'OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 8 FEET SOUTHEAST OF A
 HA1362'FENCE CORNER, 2 FEET SOUTHWEST OF A FENCE, AND 0.8 OF A FOOT SOUTH
 HA1362'OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE
 HA1362'TOP OF A 6-INCH BY 6-INCH SQUARE, CONCRETE MONUMENT ABOUT 1 INCH
 HA1362'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED U 75
 HA1362'1935.
 HA1362'
 HA1362'THE AZIMUTH MARK IS ABOUT 0.1 OF A MILE SOUTHWEST OF THE JUNCTION OF
 HA1362'STATE ROUTE 88 AND STATE ROUTE 226, 115 FEET EAST OF THE SOUTHEAST
 HA1362'CORNER OF ST. ANTHONYS CATHOLIC CHURCH, 83 FEET SOUTH OF AN 18-INCH
 HA1362'BLACK OAK TREE, 55 FEET SOUTH-SOUTHEAST OF A GUYED
 HA1362'TELEPHONE POLE, 23 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 HA1362'ROUTE 226, AND 15 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A
 HA1362'GRAVELED DRIVEWAY. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 HA1362'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH AND THE DISK
 HA1362'IS STAMPED KELLY 1950. NOTE 16A. DUE TO THE AZIMUTHS MARKS
 HA1362'LOCATION IN A LANDSCAPED AREA, NO WITNESS POST WAS SET.
 HA1362'
 HA1362'THIS WAS NOT AN OCCUPIED STATION AT THE TIME OF THIS RECOVERY.
 HA1362'
 HA1362'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 0.6 MILE SOUTHWEST
 HA1362'OF PEONIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2507 ***********************************************************************
 HZ2507  DESIGNATION -  KENTUCKY
 HZ2507  PID         -  HZ2507
 HZ2507  STATE/COUNTY-  KY/OWEN
 HZ2507  USGS QUAD   -  GRATZ (1987)
 HZ2507
 HZ2507                         *CURRENT SURVEY CONTROL
 HZ2507  ___________________________________________________________________
 HZ2507* NAD 83(1993)-  38 26 57.23216(N)    084 54 06.20951(W)     ADJUSTED  
 HZ2507* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 HZ2507  ___________________________________________________________________
 HZ2507  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 HZ2507  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HZ2507
 HZ2507  HORZ ORDER  -  SECOND
 HZ2507
 HZ2507.The horizontal coordinates were established by classical geodetic methods
 HZ2507.and adjusted by the National Geodetic Survey in December 1995..
 HZ2507
 HZ2507.The orthometric height was scaled from a topographic map.
 HZ2507
 HZ2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2507
 HZ2507.The geoid height was determined by GEOID03.
 HZ2507
 HZ2507;                    North         East     Units Scale Factor Converg.
 HZ2507;SPC KY1Z     - 1,235,168.743 1,574,044.934   MT  0.99995483   +0 31 14.9
 HZ2507;SPC KY1Z     - 4,052,382.78  5,164,179.09   sFT  0.99995483   +0 31 14.9
 HZ2507;SPC KY N     -   105,563.200   443,110.983   MT  0.99996213   -0 24 19.5
 HZ2507;SPC KY N     -   346,335.27  1,453,773.28   sFT  0.99996213   -0 24 19.5
 HZ2507;UTM  16      - 4,257,745.413   683,102.859   MT  1.00001290   +1 18 18.4
 HZ2507
 HZ2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2507!SPC KY1Z     -   0.99996280  x   0.99995483  =   0.99991763
 HZ2507!SPC KY N     -   0.99996280  x   0.99996213  =   0.99992493
 HZ2507!UTM  16      -   0.99996280  x   1.00001290  =   0.99997570
 HZ2507
 HZ2507:                Primary Azimuth Mark                     Grid Az
 HZ2507:SPC KY1Z     -  KENTUCKY AZ MK                           151 44 32.8
 HZ2507:SPC KY N     -  KENTUCKY AZ MK                           152 40 07.2
 HZ2507:UTM  16      -  KENTUCKY AZ MK                           150 57 29.3
 HZ2507
 HZ2507|---------------------------------------------------------------------|
 HZ2507| PID    Reference Object                     Distance      Geod. Az  |
 HZ2507|                                                           dddmmss.s |
 HZ2507| DB9521 KENTUCKY AZ MK                                     1521547.7 |
 HZ2507| DB9522 KENTUCKY RM 1                        31.809 METERS 18701     |
 HZ2507| DB9523 KENTUCKY RM 2                        40.563 METERS 27812     |
 HZ2507|---------------------------------------------------------------------|
 HZ2507
 HZ2507                          SUPERSEDED SURVEY CONTROL
 HZ2507
 HZ2507  NAD 83(1986)-  38 26 57.23597(N)    084 54 06.21793(W) AD(       ) 2
 HZ2507  NAD 27      -  38 26 56.99100(N)    084 54 06.39700(W) AD(       ) 2
 HZ2507
 HZ2507.Superseded values are not recommended for survey control.
 HZ2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2507.See file dsdata.txt to determine how the superseded data were derived.
 HZ2507
 HZ2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8310357745(NAD 83)
 HZ2507_MARKER: DS = TRIANGULATION STATION DISK
 HZ2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2507
 HZ2507  HISTORY     - Date     Condition        Report By
 HZ2507  HISTORY     - 1949     MONUMENTED       CGS
 HZ2507  HISTORY     - 1963     GOOD             CGS
 HZ2507
 HZ2507                          STATION DESCRIPTION
 HZ2507
 HZ2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2507'STATION IS LOCATED ABOUT 18 MILES NORTH OF FRANKFORT AND 7 MILES
 HZ2507'SOUTHWEST OF OWENTON ON THE HIGHEST POINT OF A BARE KNOLL.  IT IS 6
 HZ2507'FEET SOUTH OF A SPACE WHITE WITNESS POST.  THE MARK IS ABOUT 12
 HZ2507'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 HZ2507'KENTUCKY 1949.
 HZ2507'
 HZ2507'REFERENCE MARK NO.1 IS 2 FEET WEST OF A FENCE LINE.  THE MARK
 HZ2507'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED KENTUCKY NO 1 1949.
 HZ2507'
 HZ2507'REFERENCE MARK NO.2 IS 1 FOOT NORTH OF A FENCE LINE.  THE MARK
 HZ2507'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED KENTUCKY NO 2 1949.
 HZ2507'
 HZ2507'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHEAST OF STATION, 24 FEET
 HZ2507'NORTH OF CENTER OF STATE HIGHWAY 355, 1 FOOT WEST OF A POWER POLE
 HZ2507'AND 1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6
 HZ2507'INCHES AND THE DISK IS STAMPED KENTUCKY 1949.
 HZ2507'
 HZ2507'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND 355, WHICH
 HZ2507'IS ABOUT 1/2 MILE NORTH OF MONTEREY, GO WEST ON HIGHWAY 355 FOR 1.95
 HZ2507'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE AHEAD
 HZ2507'ON HIGHWAY FOR 0.25 MILE TO A GATE AND FARM ROAD ON RIGHT, TURN RIGHT
 HZ2507'THROUGH GATE AND FOLLOW A ROCKY ROAD UP A STEEP HILL FOR 0.7 MILE TO
 HZ2507'A GATE AND ROAD FORK JUST BEYOND GATE, TURN LEFT AT ROAD FORK AND GO
 HZ2507'WEST FOR 0.3 MILE TO A T DIRT ROAD INTERSECTION, TURN LEFT THROUGH
 HZ2507'THE CENTER OF A CULTIVATED FIELD AND GO WEST AND SOUTH FOR 0.1 MILE
 HZ2507'THROUGH A GATE AND RIDGE BEYOND GATE, TURN LEFT ON TOP OF THE BARE
 HZ2507'RIDGE AND GO SOUTH FOR ABOUT 0.1 MILE TO THE HIGHEST POINT AND
 HZ2507'STATION AS DESCRIBED.
 HZ2507'
 HZ2507'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HZ2507
 HZ2507                          STATION RECOVERY (1963)
 HZ2507
 HZ2507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HRW)
 HZ2507'LOCATED STA AND RM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3592 ***********************************************************************
 GA3592  DESIGNATION -  KENTUCKY CORNER RESET
 GA3592  PID         -  GA3592
 GA3592  STATE/COUNTY-  KY/BELL
 GA3592  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3592
 GA3592                         *CURRENT SURVEY CONTROL
 GA3592  ___________________________________________________________________
 GA3592* NAD 83(1993)-  36 34 57.22341(N)    083 41 28.21280(W)     ADJUSTED  
 GA3592* NAVD 88     -       692.3    (meters)    2271.     (feet)  VERTCON   
 GA3592  ___________________________________________________________________
 GA3592  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 GA3592  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GA3592
 GA3592  HORZ ORDER  -  THIRD
 GA3592
 GA3592.The horizontal coordinates were established by classical geodetic methods
 GA3592.and adjusted by the National Geodetic Survey in December 1995..
 GA3592
 GA3592.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3592
 GA3592.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3592
 GA3592.The geoid height was determined by GEOID03.
 GA3592
 GA3592;                    North         East     Units Scale Factor Converg.
 GA3592;SPC KY1Z     - 1,029,694.815 1,684,270.863   MT  1.00015740   +1 15 50.5
 GA3592;SPC KY1Z     - 3,378,257.07  5,525,811.99   sFT  1.00015740   +1 15 50.5
 GA3592;SPC KY S     -   529,665.677   684,247.898   MT  1.00003079   +1 14 55.0
 GA3592;SPC KY S     - 1,737,744.81  2,244,903.31   sFT  1.00003079   +1 14 55.0
 GA3592;SPC TN       -   251,995.408   806,618.566   MT  1.00003363   +1 21 06.1
 GA3592;SPC TN       -   826,754.93  2,646,381.08   sFT  1.00003363   +1 21 06.1
 GA3592;UTM  17      - 4,051,937.745   259,221.790   MT  1.00031431   -1 36 16.8
 GA3592
 GA3592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3592!SPC KY1Z     -   0.99989615  x   1.00015740  =   1.00005354
 GA3592!SPC KY S     -   0.99989615  x   1.00003079  =   0.99992694
 GA3592!SPC TN       -   0.99989615  x   1.00003363  =   0.99992978
 GA3592!UTM  17      -   0.99989615  x   1.00031431  =   1.00021043
 GA3592
 GA3592|---------------------------------------------------------------------|
 GA3592| PID    Reference Object                     Distance      Geod. Az  |
 GA3592|                                                           dddmmss.s |
 GA3592| DB9526 KENTUCKY CORNER RM 2                 15.862 METERS 02619     |
 GA3592| DB9527 KENTUCKY CORNER RM 3                 16.184 METERS 02620     |
 GA3592| DB9528 KENTUCKY CORNER RM 4                  9.525 METERS 11337     |
 GA3592| GA3503 SHORT RESET                         APPROX.51.0 KM 1155101.2 |
 GA3592| DB9525 KENTUCKY CORNER RM 1                 42.267 METERS 11936     |
 GA3592| DB9524 KENTUCKY CORNER AZ MK                              1771335.4 |
 GA3592|---------------------------------------------------------------------|
 GA3592
 GA3592                          SUPERSEDED SURVEY CONTROL
 GA3592
 GA3592  NAD 83(1993)-  36 34 57.21682(N)    083 41 28.20196(W) AD(       ) 3
 GA3592  NAD 83(1986)-  36 34 57.23254(N)    083 41 28.21428(W) AD(       ) 3
 GA3592  NAD 27      -  36 34 56.95370(N)    083 41 28.52140(W) AD(       ) 3
 GA3592  NGVD 29 (07/19/86)  692.4    (m)         2272.     (f) VERT ANG       
 GA3592
 GA3592.Superseded values are not recommended for survey control.
 GA3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3592.See file dsdata.txt to determine how the superseded data were derived.
 GA3592
 GA3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5922251938(NAD 83)
 GA3592
 GA3592  HISTORY     - Date     Condition        Report By
 GA3592  HISTORY     - 1963     MONUMENTED       CGS
 GA3592  HISTORY     - 1934     GOOD             CGS
 GA3592  HISTORY     - 1938     SEE DESCRIPTION  KYHD
 GA3592  HISTORY     - 1963     SEE DESCRIPTION  CGS
 GA3592
 GA3592                          STATION DESCRIPTION
 GA3592
 GA3592'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3592'STATION IS ABOUT 2 MILES SW OF CUMBERLAND GAP, ABOUT 2 MILES SE OF
 GA3592'MIDDLESBORO,
 GA3592'KENTUCKY, ABOUT 1 MILE NW OF HAMILTON SPRINGS, ON RIDGE
 GA3592'OF CUMBERLAND MOUNTAIN, AT
 GA3592'POINT JUST BEFORE IT DROPS OFF RAPIDLY,
 GA3592'SLIGHTLY ON WESTERN SIDE NEAR POINT SUPPOSED
 GA3592'TO BE CLOSE TO CORNER
 GA3592'COMMON TO STATES OF KENTUCKY, AND TENNESSEE, AND IN 1893 WAS 6
 GA3592'FEET 5 INCHES S 11 DEG E FROM PINE TREE.
 GA3592'
 GA3592'STATION MARK IS DRILL HOLE 2 INCHES DEEP AT INTERSECTION OF N-S AND
 GA3592'E-W GROOVES CUT IN
 GA3592'LARGE ROCK.  ROCK IS LETTERED U.S.C.S.  ON EASTERN
 GA3592'FACE.  STONE MENTIONED IN INSCRIPTION
 GA3592'ON CUT-STONE MONUMENT AT
 GA3592'CUMBERLAND GAP, AS BEING AT 7 PINES AND 2 BLACK OAKS
 GA3592'COULD NOT BE
 GA3592'IDENTIFIED WHEN STATION WAS ESTABLISHED.  IN 1934 TWO REFERENCE MARKS
 GA3592'AND AN AZIMUTH
 GA3592'MARK WERE ESTABLISHED.
 GA3592'
 GA3592'REFERENCE MARK NO. 1 A STANDARD BRONZE DISK IS IN PROJECTING SLAB OF
 GA3592'ROCK FLUSH WITH
 GA3592'SURFACE OF GROUND, ABOUT 10 FEET E OF PATH, ABOUT 10
 GA3592'FEET W OF BLUFF, ABOUT 6 FEET SW
 GA3592'OF SLANTING 6-INCH OAK SNAG, AND
 GA3592'138.67 FEET FROM STATION.
 GA3592'
 GA3592'REFERENCE MARK NO. 2 STANDARD BRONZE DISK IS IN EASTERN EDGE OF ROCK
 GA3592'OUTCROP, ON
 GA3592'WESTERN SIDE OF RIDGE, ABOUT 45 FEET FROM CREST, ABOUT 12
 GA3592'FEET SW OF 18-INCH OAK, AND
 GA3592'52.04 FEET FROM STATION N 26 DEG 19 MIN E.
 GA3592'
 GA3592'AZIMUTH MARK IS IN BOULDER ON CREST OF RIDGE, ABOUT 225 FEET FROM
 GA3592'STATION.
 GA3592'
 GA3592'TO REACH FROM CUMBERLAND GAP, (ABOUT 4 MILES E OF MIDDLESBORO, ON U.
 GA3592'S.  HIGHWAY 25 E),
 GA3592'FOLLOW TRAIL UP RIDGE TO S ABOUT 1/2 MILE TO
 GA3592'STATION VIRGINIA CORNER, AND CONTINUE
 GA3592'ALONG BACKBONE OF RIDGE, OVER
 GA3592'SERIES OF KNOBS ABOUT 2 MILES TO STATION SITE.
 GA3592
 GA3592                          STATION RECOVERY (1938)
 GA3592
 GA3592'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1938
 GA3592'STATION MARK, A STANDARD DISK IN DRILL HOLE AT INTERSECTION OF TWO
 GA3592'GROOVES IN A LARGE
 GA3592'BOULDER WITH USGS CARVED ON FACE OF
 GA3592'BOULDER.  REFERENCE MARKS AND AZIMUTH
 GA3592'MARK WERE ALSO STANDARD DISKS
 GA3592'IN DRILL HOLES IN BOULDERS AND WERE ALSO RECOVERED IN
 GA3592'GOOD CONDITION, AS DESCRIBED.
 GA3592'
 GA3592'TO REACH STATION FROM POINTON U. S. HIGHWAY 25 E AT CUMBERLAND GAP,
 GA3592'TURN S UP TRAIL TO
 GA3592'TOP OF RIDGE AND FOLLOW BACKBONE OF MOUNTAIN OVER
 GA3592'SEVERAL KNOBS CROSSING VIRGINIA
 GA3592'CORNER APPROXIMATELY 1/2 MILE S OF
 GA3592'HIGHWAY AND ABOUT 2 MILES TO THE STATION ON
 GA3592'WESTERN SLOPE WHERE RIDGE
 GA3592'DROPS OFF VERY RAPIDLY.
 GA3592
 GA3592                          STATION RECOVERY (1963)
 GA3592
 GA3592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA3592'REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED,
 GA3592'HOWEVER, THE ORIGINAL DRILL
 GA3592'HOLES FOR THE STATION AND REFERENCE MARK NO 2 WERE
 GA3592'FOUND WITHOUT DISKS.  A NEW DISK WAS
 GA3592'SET IN THE ORIGINAL DRILL HOLE
 GA3592'FOR THE STATION AND REFERENCE MARKS NO 3 AND NO 4 WERE
 GA3592'ESTABLISHED BY
 GA3592'THIS PARTY.  THE HORIZONTAL DISTANCE AND DIRECTION TO REFERENCE MARK
 GA3592'NO 1 WAS CHECKED.
 GA3592'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GA3592'
 GA3592'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF CUMBERLAND GAP AND
 GA3592'ABOUT 2 MILES SOUTHEAST
 GA3592'OF MIDDLESBORO, KENTUCKY, ON THE RIDGE OF CUMBERLAND
 GA3592'MOUNTAIN AT A POINT JUST BEFORE IT
 GA3592'DROPS OFF RAPIDLY, SLIGHTLY ON THE
 GA3592'WESTERN SIDE NEAR A POINT SAID TO BE A CORNER COMMON
 GA3592'TO THE STATES OF KENTUCKY AND TENNESSEE.
 GA3592'
 GA3592'TO REACH THE STATION FROM U. S. HIGHWAY 25E IN CUMBERLAND GAP, TURN
 GA3592'SOUTH AND FOLLOW GRAVELED
 GA3592'FOOT TRAIL UP THE RIDGE FOR ABOUT 1/2 MILE TO STATION
 GA3592'VIRGINIA CORNER 2 ALSO KNOWN
 GA3592'LOCALLY AS THE TRI-STATE MARKER.
 GA3592'CONTINUE ALONG TRAIL FOR ABOUT 1/2 MILE TO AN
 GA3592'OLD FORT SITE, THENCE,
 GA3592'FOLLOW ALONG FOR BACKBONE OF THE RIDGE OVER SEVERAL KNOBS FOR
 GA3592'ABOUT 1 1/2 MILES
 GA3592'TO THE STATION AS DESCRIBED.
 GA3592'
 GA3592'THE STATION IS ON THE NORTH EDGE OF THE RIDGE.  THE STATION MARK IS A
 GA3592'STANDARD DISK CEMENTED
 GA3592'FLUSH IN A DRILL HOLE AT THE INTERSECTION OF
 GA3592'NORTH-SOUTH AND EAST-WEST
 GA3592'GROOVES CUT IN A LARGE ROCK WHICH PROJECTS
 GA3592'ABOUT 5 FEET, AND THE DISK IS STAMPED
 GA3592'KENTUCKY CORNER 1893 1963.
 GA3592'CARVED ON THE EASTERN FACE OF THE ROCK ARE THE LETTERS U S C S.
 GA3592'
 GA3592'REFERENCE MARK NO 1 IS A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE
 GA3592'IN A LARGE BOULDER
 GA3592'WHICH IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 GA3592'KENTUCKY CORNER NO 1 1893 1934.
 GA3592'
 GA3592'REFERENCE MARK NO 3 IS A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE
 GA3592'IN OUTCROPPING
 GA3592'BEDROCK ON THE NORTH EDGE OF THE RIDGE, AND THE DISK IS
 GA3592'STAMPED KENTUCKY CORNER NO 3 1893 1963.
 GA3592'
 GA3592'REFERENCE MARK NO 4 IS A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE
 GA3592'IN A BOULDER, AND THE
 GA3592'DISK IS STAMPED KENTUCKY CORNER NO 4 1893 1963.
 GA3592'THE AZIMUTH MARK IS ABOUT 225 FEET
 GA3592'SOUTH OF THE STATION.  IT IS A STANDARD DISK
 GA3592'CEMENTED FLUSH IN A DRILL HOLE IN A BOULDER, AND THE
 GA3592'DISK IS STAMPED
 GA3592'KENTUCKY CORNER AZI 1934.
 GA3592'
 GA3592'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3592'
 GA3592'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3612 ***********************************************************************
 GA3612  DESIGNATION -  KENTUCKY RIDGE LOT
 GA3612  PID         -  GA3612
 GA3612  STATE/COUNTY-  KY/BELL
 GA3612  USGS QUAD   -  KAYJAY (1983)
 GA3612
 GA3612                         *CURRENT SURVEY CONTROL
 GA3612  ___________________________________________________________________
 GA3612* NAD 83(1993)-  36 43 49.64476(N)    083 46 22.90157(W)     ADJUSTED  
 GA3612* NAVD 88     -                                                        
 GA3612  ___________________________________________________________________
 GA3612  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 GA3612  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GA3612
 GA3612  HORZ ORDER  -  THIRD
 GA3612
 GA3612.The horizontal coordinates were established by classical geodetic methods
 GA3612.and adjusted by the National Geodetic Survey in December 1995..
 GA3612
 GA3612
 GA3612.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3612
 GA3612.The geoid height was determined by GEOID03.
 GA3612
 GA3612;                    North         East     Units Scale Factor Converg.
 GA3612;SPC KY1Z     - 1,045,946.907 1,676,597.768   MT  1.00010311   +1 12 49.6
 GA3612;SPC KY1Z     - 3,431,577.48  5,500,637.84   sFT  1.00010311   +1 12 49.6
 GA3612;SPC KY S     -   545,917.931   676,579.975   MT  1.00000052   +1 11 56.3
 GA3612;SPC KY S     - 1,791,065.75  2,219,746.13   sFT  1.00000052   +1 11 56.3
 GA3612;UTM  17      - 4,068,557.152   252,370.901   MT  1.00035552   -1 39 33.3
 GA3612
 GA3612                          SUPERSEDED SURVEY CONTROL
 GA3612
 GA3612  NAD 83(1993)-  36 43 49.64879(N)    083 46 22.90527(W) AD(       ) 4
 GA3612  NAD 83(1986)-  36 43 49.65299(N)    083 46 22.90498(W) AD(       ) 4
 GA3612  NAD 27      -  36 43 49.34600(N)    083 46 23.19800(W) AD(       ) 3
 GA3612
 GA3612.Superseded values are not recommended for survey control.
 GA3612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3612.See file dsdata.txt to determine how the superseded data were derived.
 GA3612
 GA3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5237168557(NAD 83)
 GA3612_MARKER: 57 = LOOKOUT TOWER
 GA3612_MARK LOGO: CGS   
 GA3612
 GA3612  HISTORY     - Date     Condition        Report By
 GA3612  HISTORY     - 1950     FIRST OBSERVED   CGS
 GA3612
 GA3612                          STATION DESCRIPTION
 GA3612
 GA3612'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3612'STATION IS LOCATED IN THE KENTUCKY RIDGE STATE FOREST ON THE PINE
 GA3612'MOUNTAIN RANGE AND
 GA3612'ABOUT 5 MILES SOUTHWEST OF PINEVILLE.  IT IS A
 GA3612'FOUR LEGGED STEEL STRUCTURE ABOUT 65
 GA3612'FEET HIGH, PAINTED GREY WITH AN
 GA3612'ENCLOSED CAB ON TOP.  A TRAVERSE CONNECTION WAS MADE FROM
 GA3612'TRIANGULATION STATION PINE MTN AND THE DISTANCE WAS FOUND TO BE 123.6
 GA3612'FEET 37.67 METERS.
 GA3612'THE POINT TRAVERSE TO WAS THE INTERSECTION OF THE
 GA3612'BASE OF THE TOWER.  THE POINT
 GA3612'OBSERVED ON WAS THE CENTER OF THE ROOF OF THE TOWER.
 GA3612'
 GA3612'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA3612'HIGHWAY 190 ABOUT 1.5
 GA3612'MILES SOUTH OF PINEVILLE, GO SOUTHWEST ON HIGHWAY 190
 GA3612'FOR 2.1 MILES TO WHERE THE
 GA3612'HIGHWAY TURNS LEFT AND THE PAVEMENT
 GA3612'CONTINUES, TURN LEFT WITH HIGHWAY 190 AND GO
 GA3612'2.3 MILES TO THE
 GA3612'ENTRANCE OF KENTUCKY RIDGE STATE FOREST, CONTINUE ON HIGHWAY
 GA3612'0.2 MILE TO A
 GA3612'REVERSE FORK AND SIGN RECREATION AREA, TURN SHARP RIGHT AND GO
 GA3612'1.3 MILES TO THE LODGE
 GA3612'ON THE LEFT, CONTINUE ON MAIN ROAD, KEEP LEFT
 GA3612'AT ALL FORKS FOR 2.6 MILES TO A STAIRWAY
 GA3612'ON THE RIGHT AND SIGN
 GA3612'KENTUCKY RIDGE FOREST PINE MOUNTAIN LOOKOUT, TURN RIGHT UP
 GA3612'STAIRS AND FOLLOW
 GA3612'PATH UP HILL ABOUT 0.15 MILE TO THE LOOKOUT TOWER AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2438 ***********************************************************************
 GC2438  DESIGNATION -  KENTUCKY TENN BDRY MON 27 1930
 GC2438  PID         -  GC2438
 GC2438  STATE/COUNTY-  KY/LOGAN
 GC2438  USGS QUAD   -  ALLENSVILLE (1950)
 GC2438
 GC2438                         *CURRENT SURVEY CONTROL
 GC2438  ___________________________________________________________________
 GC2438* NAD 83(1993)-  36 38 37.77163(N)    087 01 00.19901(W)     ADJUSTED  
 GC2438* NAVD 88     -       185.34   (+/-2cm)     608.1    (feet)  VERTCON   
 GC2438  ___________________________________________________________________
 GC2438  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 GC2438  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GC2438
 GC2438  HORZ ORDER  -  SECOND
 GC2438  VERT ORDER  -  THIRD ? (See Below)
 GC2438
 GC2438.The horizontal coordinates were established by classical geodetic methods
 GC2438.and adjusted by the National Geodetic Survey in December 1995..
 GC2438
 GC2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2438.The vertical order pertains to the NGVD 29 superseded value.
 GC2438
 GC2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2438
 GC2438.The geoid height was determined by GEOID03.
 GC2438
 GC2438;                    North         East     Units Scale Factor Converg.
 GC2438;SPC KY1Z     - 1,035,230.371 1,386,711.517   MT  1.00013411   -0 46 39.8
 GC2438;SPC KY1Z     - 3,396,418.31  4,549,569.37   sFT  1.00013411   -0 46 39.8
 GC2438;SPC KY S     -   535,216.005   386,724.647   MT  1.00001745   -0 46 05.6
 GC2438;SPC KY S     - 1,755,954.51  1,268,779.11   sFT  1.00001745   -0 46 05.6
 GC2438;SPC TN       -   256,829.090   509,076.766   MT  1.00004818   -0 35 42.8
 GC2438;SPC TN       -   842,613.44  1,670,196.02   sFT  1.00004818   -0 35 42.8
 GC2438;UTM  16      - 4,055,362.087   498,505.236   MT  0.99960003   -0 00 35.9
 GC2438
 GC2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2438!SPC KY1Z     -   0.99997557  x   1.00013411  =   1.00010968
 GC2438!SPC KY S     -   0.99997557  x   1.00001745  =   0.99999302
 GC2438!SPC TN       -   0.99997557  x   1.00004818  =   1.00002375
 GC2438!UTM  16      -   0.99997557  x   0.99960003  =   0.99957561
 GC2438
 GC2438                          SUPERSEDED SURVEY CONTROL
 GC2438
 GC2438  NAD 83(1993)-  36 38 37.77648(N)    087 01 00.20221(W) AD(       ) 2
 GC2438  NAD 83(1986)-  36 38 37.78049(N)    087 01 00.20168(W) AD(       ) 2
 GC2438  NAD 27      -  36 38 37.62400(N)    087 01 00.20500(W) AD(       ) 2
 GC2438  NGVD 29 (07/19/86)  185.42   (m)          608.3    (f) LEVELING    3  
 GC2438
 GC2438.Superseded values are not recommended for survey control.
 GC2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2438.See file dsdata.txt to determine how the superseded data were derived.
 GC2438
 GC2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9850555362(NAD 83)
 GC2438_MARKER: DS = TRIANGULATION STATION DISK
 GC2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2438_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2438+STABILITY: SURFACE MOTION
 GC2438
 GC2438  HISTORY     - Date     Condition        Report By
 GC2438  HISTORY     - 1930     MONUMENTED       CGS
 GC2438  HISTORY     - 1935     GOOD             CGS
 GC2438  HISTORY     - 19901001 MARK NOT FOUND   KAPS
 GC2438
 GC2438                          STATION DESCRIPTION
 GC2438
 GC2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2438'ABOUT 5-1/2 MILES NORTHEAST OF ADAMS, TENN., 7-1/2 MILES SOUTH OF
 GC2438'OLMSTEAD, KY., 1/2 MILE SOUTH OF KEYSBURG, KY., AND ON LAND OWNED BY
 GC2438'ROBERT YOUNG.  TO REACH FROM ADAMS, GO NORTH 1-3/4 MILES ON OLD ROUTE
 GC2438'11 TO FORK, THEN ON RIGHT-HAND ROAD 1.7 MILES NORTH AND NORTHEAST-
 GC2438'KEEP LEFT MAIN ROAD NORTHEAST 2.4 MILES TO SQUARE CORNER TO RIGHT.
 GC2438'MONUMENT IS 100 YARDS NORTHEAST OF SQUARE CORNER, 30 YARDS NORTH OF
 GC2438'ROAD, 250 YARDS WEST OF NORTH-AND-SOUTH FENCE WITH SEVERAL CEDAR
 GC2438'TREES IN IT, AND 50 YARDS NORTHWEST OF OLD PEACH TREE.  MARK IS
 GC2438'STANDARD STATION DISK IN TOP OF 8-INCH SQUARE STONE POST
 GC2438'PROJECTING ABOUT 2 FEET ABOVE GROUND, AND LEANING SLIGHTLY.
 GC2438
 GC2438                          STATION RECOVERY (1935)
 GC2438
 GC2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GC2438'STATION MARKER IN GOOD CONDITION.  DESCRIPTIONS EASILY FOLLOWED.
 GC2438
 GC2438                          STATION RECOVERY (1990)
 GC2438
 GC2438'RECOVERY NOTE BY KENTUCKY ASSOC PROF SURV 1990 (JRA)
 GC2438'REPORTING RECOVERY ON BEHALF OF KENTUCKY ASSOCIATION OF PROFESSIONAL
 GC2438'SURVEYORS AND TENNESSEE ASSOCIATION OF PROFESSIONAL SURVEYORS.
 GC2438'RECOVERY NOTES TAKEN FROM FOUR STEPS WEST, HISTORY OF THE BOUNDARY
 GC2438'BETWEEN VA. AND N.C - KY. AND TENN., BICENTENNIAL EDITION, 1992.
 GC2438' 
 GC2438'KY-TN MONUMENT 27
 GC2438' 
 GC2438'DESCRIPTION AND CONDITION -  ACCORDING TO A LOCAL RESIDENT, THE
 GC2438'MONUMENT WAS PLOWED OVER AND REMOVED FROM THE FIELD AND HE DID NOT
 GC2438'KNOW WHAT HAD HAPPENED TO IT.
 GC2438' 
 GC2438'DIRECTIONS -  FROM KEYSBURG, KY TAKE KY HWY 96 AND TRAVEL SOUTH
 GC2438'APPROXIMATELY 1 MILE.  THEN TURN RIGHT ON THE FIRST COIUNTRY ROAD AND
 GC2438'TRAVEL APPROXIMATELY 0.8 MILE.  MONUMENT SHOULD HAVE BEEN IN THE OPEN
 GC2438'FIELD TO THE RIGHT OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2102 ***********************************************************************
 GC2102  DESIGNATION -  KENTUCKY TENNESSEE BDRY MON
 GC2102  PID         -  GC2102
 GC2102  STATE/COUNTY-  KY/SIMPSON
 GC2102  USGS QUAD   -  HICKORY FLAT (1967)
 GC2102
 GC2102                         *CURRENT SURVEY CONTROL
 GC2102  ___________________________________________________________________
 GC2102* NAD 83(1993)-  36 39 06.23180(N)    086 27 35.22454(W)     ADJUSTED  
 GC2102* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 GC2102  ___________________________________________________________________
 GC2102  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 GC2102  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GC2102
 GC2102  HORZ ORDER  -  SECOND
 GC2102
 GC2102.The horizontal coordinates were established by classical geodetic methods
 GC2102.and adjusted by the National Geodetic Survey in December 1995..
 GC2102
 GC2102.The orthometric height was scaled from a topographic map.
 GC2102
 GC2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2102
 GC2102.The geoid height was determined by GEOID03.
 GC2102
 GC2102;                    North         East     Units Scale Factor Converg.
 GC2102;SPC KY1Z     - 1,035,580.280 1,436,526.196   MT  1.00013119   -0 26 08.8
 GC2102;SPC KY1Z     - 3,397,566.30  4,713,003.03   sFT  1.00013119   -0 26 08.8
 GC2102;SPC KY S     -   535,572.316   436,533.503   MT  1.00001581   -0 25 49.6
 GC2102;SPC KY S     - 1,757,123.51  1,432,193.67   sFT  1.00001581   -0 25 49.6
 GC2102;SPC TN       -   257,330.711   558,885.996   MT  1.00005014   -0 16 09.0
 GC2102;SPC TN       -   844,259.17  1,833,611.81   sFT  1.00005014   -0 16 09.0
 GC2102;UTM  16      - 4,056,374.783   548,284.780   MT  0.99962872   +0 19 21.0
 GC2102
 GC2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2102!SPC KY1Z     -   0.99996719  x   1.00013119  =   1.00009837
 GC2102!SPC KY S     -   0.99996719  x   1.00001581  =   0.99998300
 GC2102!SPC TN       -   0.99996719  x   1.00005014  =   1.00001732
 GC2102!UTM  16      -   0.99996719  x   0.99962872  =   0.99959592
 GC2102
 GC2102                          SUPERSEDED SURVEY CONTROL
 GC2102
 GC2102  NAD 83(1993)-  36 39 06.24039(N)    086 27 35.22885(W) AD(       ) 2
 GC2102  NAD 83(1986)-  36 39 06.24090(N)    086 27 35.22874(W) AD(       ) 2
 GC2102  NAD 27      -  36 39 06.10000(N)    086 27 35.25000(W) AD(       ) 2
 GC2102
 GC2102.Superseded values are not recommended for survey control.
 GC2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2102.See file dsdata.txt to determine how the superseded data were derived.
 GC2102
 GC2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4828556375(NAD 83)
 GC2102_MARKER: V = STONE MONUMENT
 GC2102_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2102_SP_SET: OBJECT IMBEDDED IN GROUND
 GC2102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2102
 GC2102  HISTORY     - Date     Condition        Report By
 GC2102  HISTORY     - 1933     MONUMENTED       CGS
 GC2102  HISTORY     - 19920626 GOOD             KAPS
 GC2102
 GC2102                          STATION DESCRIPTION
 GC2102
 GC2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2102'A ROUGH-CUT LIMESTONE POST, ABOUT 3 BY 6 INCHES, PROJECTING ABOUT 4
 GC2102'INCHES ABOVE SURFACE OF GROUND, WITHOUT ANY MARKS OF IDENTIFICATION,
 GC2102'BUT LOCALLY CONSIDERED A MARKER FOR BOUNDARY BETWEEN KENTUCKY AND
 GC2102'TENNESSEE. IT IS 56 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER
 GC2102'OF HOUSE OF MODIST PERRY, 15 FEET WEST OF CENTER LINE OF ROAD, AND
 GC2102'15.4 FEET FROM STATION PERRY, N 50 DEG 24 MIN E.
 GC2102
 GC2102                          STATION RECOVERY (1992)
 GC2102
 GC2102'RECOVERY NOTE BY KENTUCKY ASSOC PROF SURV 1992 (JRA)
 GC2102'RECOVERY NOTE BY KENTUCKY ASSOC PROF SURV
 GC2102'REPORTING RECOVERY ON BEHALF OF KENTUCKY ASSOCIATION OF PROFESSIONAL
 GC2102'SURVEYORS AND TENNESSEE ASSOCIATION OF PROFESSIONAL SURVEYORS.
 GC2102'RECOVERY NOTES TAKEN FROM FOUR STEPS WEST, HISTORY OF THE BOUNDARY
 GC2102'BETWEEN VA. AND N.C - KY. AND TENN., BICENTENNIAL EDITION, 1992.
 GC2102' 
 GC2102'KY-TN MONUMENT 34
 GC2102' 
 GC2102'DESCRIPTION AND CONDITION -  ALTHOUGH THE MARKINGS ARE NOT LEGIBLE -
 GC2102'THE MONUMENT IS IN EXCELLENT PHYSICAL CONDITION LOCATED IN A VERY
 GC2102'REMOTE AREA.
 GC2102' 
 GC2102'DIRECTIONS -  FROM HICKORY FLAT, KY, TAKE KY HWY 622 SOUTH
 GC2102'APPROXIMATELY 3.6 MILES TO KY HWY 73 IN THE RAPIDS COMMUNITY.
 GC2102'MONUMENT IS LOCATED S 70 DEGREES 15' FEET E APPROXIMATELY 16,200 FEET
 GC2102'(SCALED) FROM INTERSECTION EAST OF A 'BLUE LINE' CREEK AND WEST OF
 GC2102'SULPHUR FORK CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1651 ***********************************************************************
 HA1651  DESIGNATION -  KENTUCKY UTIL RAD KIW 88 MAST
 HA1651  PID         -  HA1651
 HA1651  STATE/COUNTY-  KY/CALDWELL
 HA1651  USGS QUAD   -  CRIDER (1967)
 HA1651
 HA1651                         *CURRENT SURVEY CONTROL
 HA1651  ___________________________________________________________________
 HA1651* NAD 83(1993)-  37 10 50.51828(N)    087 59 53.90260(W)     ADJUSTED  
 HA1651* NAVD 88     -                                                        
 HA1651  ___________________________________________________________________
 HA1651  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 HA1651  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HA1651
 HA1651  HORZ ORDER  -  THIRD
 HA1651
 HA1651.The horizontal coordinates were established by classical geodetic methods
 HA1651.and adjusted by the National Geodetic Survey in December 1995..
 HA1651
 HA1651
 HA1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1651
 HA1651.The geoid height was determined by GEOID03.
 HA1651
 HA1651;                    North         East     Units Scale Factor Converg.
 HA1651;SPC KY1Z     - 1,096,449.367 1,300,372.752   MT  0.99997812   -1 22 49.3
 HA1651;SPC KY1Z     - 3,597,267.63  4,266,306.27   sFT  0.99997812   -1 22 49.3
 HA1651;SPC KY S     -   596,410.696   300,378.103   MT  0.99994897   -1 21 48.6
 HA1651;SPC KY S     - 1,956,724.09    985,490.49   sFT  0.99994897   -1 21 48.6
 HA1651;UTM  16      - 4,115,384.838   411,384.051   MT  0.99969673   -0 36 12.0
 HA1651
 HA1651                          SUPERSEDED SURVEY CONTROL
 HA1651
 HA1651  NAD 83(1986)-  37 10 50.52668(N)    087 59 53.90545(W) AD(       ) 4
 HA1651  NAD 27      -  37 10 50.33902(N)    087 59 53.84089(W) AD(       ) 3
 HA1651
 HA1651.Superseded values are not recommended for survey control.
 HA1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1651.See file dsdata.txt to determine how the superseded data were derived.
 HA1651
 HA1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1138415385(NAD 83)
 HA1651_MARKER: 42 = RADIO/TV MAST
 HA1651
 HA1651  HISTORY     - Date     Condition        Report By
 HA1651  HISTORY     - 1962     FIRST OBSERVED   CGS
 HA1651
 HA1651                          STATION DESCRIPTION
 HA1651
 HA1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1651'THE STATION IS THE CENTER OF THE TOP OF THE MAST, ABOUT 4 MILES
 HA1651'SOUTHEAST OF FREDONIA, ABOUT 8-1/2 MILES NORTHWEST OF PRINCETON,
 HA1651'AND IS OWNED AND OPERATED BY THE KENTUCKY UTILITIES COMPANY OF
 HA1651'FREDONIA KENTUCKY.  IT IS A GUYED STEEL STRUCTURE PAINTED IN
 HA1651'ALTERNATE STECTIONS OF INTERNATIONAL ORANGE AND WHITE, AND HAS 2
 HA1651'LARGE SCREENS AT THE TOP.  THE OVERALL HEIGHT IS 175 FEET.
 HA1651'
 HA1651'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 641 AND STATE HIGHWAY 91
 HA1651'IN FREDONIA, GO SOUTHEAST ON STATE HIGHWAY 91 FOR 3.7 MILES TO A
 HA1651'SIDE ROAD LEFT AND A FRAME HOUSE IN THE NORTHWEST ANGLE.  TURN LEFT
 HA1651'AND GO NORTHERLY ON A GRAVELED ROAD FOR 0.75 MILE TO THE TOP OF A
 HA1651'GRADE AND A T-ROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 HA1651'0.05 MILE TO THE STATION ON THE RIGHT IN A FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2496 ***********************************************************************
 HZ2496  DESIGNATION -  KESSLER
 HZ2496  PID         -  HZ2496
 HZ2496  STATE/COUNTY-  KY/WOODFORD
 HZ2496  USGS QUAD   -  TYRONE (1984)
 HZ2496
 HZ2496                         *CURRENT SURVEY CONTROL
 HZ2496  ___________________________________________________________________
 HZ2496* NAD 83(1993)-  38 03 55.05048(N)    084 47 12.29161(W)     ADJUSTED  
 HZ2496* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 HZ2496  ___________________________________________________________________
 HZ2496  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 HZ2496  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ2496
 HZ2496  HORZ ORDER  -  SECOND
 HZ2496
 HZ2496.The horizontal coordinates were established by classical geodetic methods
 HZ2496.and adjusted by the National Geodetic Survey in December 1995..
 HZ2496
 HZ2496.The orthometric height was scaled from a topographic map.
 HZ2496
 HZ2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2496
 HZ2496.The geoid height was determined by GEOID03.
 HZ2496
 HZ2496;                    North         East     Units Scale Factor Converg.
 HZ2496;SPC KY1Z     - 1,192,653.668 1,584,520.678   MT  0.99991036   +0 35 29.0
 HZ2496;SPC KY1Z     - 3,912,897.91  5,198,548.26   sFT  0.99991036   +0 35 29.0
 HZ2496;SPC KY N     -    62,882.637   452,898.861   MT  0.99998654   -0 20 02.0
 HZ2496;SPC KY N     -   206,307.45  1,485,885.68   sFT  0.99998654   -0 20 02.0
 HZ2496;SPC KY S     -   692,643.425   584,530.553   MT  1.00002675   +0 35 03.0
 HZ2496;SPC KY S     - 2,272,447.64  1,917,747.32   sFT  1.00002675   +0 35 03.0
 HZ2496;UTM  16      - 4,215,372.066   694,156.922   MT  1.00006430   +1 21 54.1
 HZ2496
 HZ2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2496!SPC KY1Z     -   0.99996056  x   0.99991036  =   0.99987092
 HZ2496!SPC KY N     -   0.99996056  x   0.99998654  =   0.99994710
 HZ2496!SPC KY S     -   0.99996056  x   1.00002675  =   0.99998731
 HZ2496!UTM  16      -   0.99996056  x   1.00006430  =   1.00002486
 HZ2496
 HZ2496:                Primary Azimuth Mark                     Grid Az
 HZ2496:SPC KY1Z     -  KESSLER AZ MK                            050 37 18.5
 HZ2496:SPC KY N     -  KESSLER AZ MK                            051 32 49.5
 HZ2496:SPC KY S     -  KESSLER AZ MK                            050 37 44.5
 HZ2496:UTM  16      -  KESSLER AZ MK                            049 50 53.4
 HZ2496
 HZ2496|---------------------------------------------------------------------|
 HZ2496| PID    Reference Object                     Distance      Geod. Az  |
 HZ2496|                                                           dddmmss.s |
 HZ2496| DB9529 KESSLER AZ MK                                      0511247.5 |
 HZ2496| HZ2479 VERSAILLIS MUNICIPAL TANK           APPROX. 5.0 KM 1011451.2 |
 HZ2496| DB9530 KESSLER RM 1                         51.795 METERS 11600     |
 HZ2496| DB9531 KESSLER RM 2                         24.024 METERS 28340     |
 HZ2496|---------------------------------------------------------------------|
 HZ2496
 HZ2496                          SUPERSEDED SURVEY CONTROL
 HZ2496
 HZ2496  NAD 83(1986)-  38 03 55.05441(N)    084 47 12.29922(W) AD(       ) 2
 HZ2496  NAD 27      -  38 03 54.78000(N)    084 47 12.48600(W) AD(       ) 2
 HZ2496
 HZ2496.Superseded values are not recommended for survey control.
 HZ2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2496.See file dsdata.txt to determine how the superseded data were derived.
 HZ2496
 HZ2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH9415715372(NAD 83)
 HZ2496_MARKER: DS = TRIANGULATION STATION DISK
 HZ2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2496_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2496
 HZ2496  HISTORY     - Date     Condition        Report By
 HZ2496  HISTORY     - 1935     MONUMENTED       CGS
 HZ2496  HISTORY     - 1963     GOOD             CGS
 HZ2496
 HZ2496                          STATION DESCRIPTION
 HZ2496
 HZ2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2496'STATION IS ABOUT 3 MILES W OF VERSAILLES ON THE HIGHEAST POINT OF A
 HZ2496'BARE HILL ABOUT 2-1/2 MILES E OF THE KENTUCKY RIVER AND 1/4 MILES S
 HZ2496'OF THE CLIFTON PIKE.  IT IS ON THE BARE TOP OF HILL, 16.3 FEET N OF
 HZ2496'EW FENCE LINE, AND SET 8 INCHES BELOW GROUND LEVEL.
 HZ2496'
 HZ2496'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2496'DISKS SET IN CONCRETE.
 HZ2496'
 HZ2496'REFERENCE MARK NO.1 IS E OF STATION, 18 INCHES W OF NS FENCE LINE AND
 HZ2496'4 PLACES N OF EW FENCE LINE.
 HZ2496'
 HZ2496'REFERENCE MARK NO.2 IS W OF STATION, 18 INCHES N OF FENCE LINE AND 5
 HZ2496'PACES E OF 15 INCH MULBERRY TREE.
 HZ2496'
 HZ2496'AZIMUTH MARK IS NE OF STATION, 4 PACES SW OF GATEPOST, 4 PACES WSW OF
 HZ2496'ROAD LEADING TO HOUSE AND 12 PACES S OF CENTER LINE OF CLIFTON PIKE.
 HZ2496'
 HZ2496'TO REACH FROM THE POST OFFICE IN VERSAILLES GO W ON U.S. HIGHWAY 62
 HZ2496'FOR 0.35 MILE TO ROAD FORK.  KEEP STRAIGHT AHEAD ON CLIFTON PIKE FOR
 HZ2496'2.8 MILES TO WIRE GATE ON LEFT.  TURN LEFT THROUGH GATE AND GO 0.1
 HZ2496'MILE TO WOODEN GATE JUST S OF BARN.  GO THROUGH GATE AND FOLLOW DIM
 HZ2496'ROAD TO TOP OF HILL.
 HZ2496'
 HZ2496'A 90 FOOT TOWER IS REQUIRED.
 HZ2496
 HZ2496                          STATION RECOVERY (1963)
 HZ2496
 HZ2496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (TL)
 HZ2496'STATION MARK KESSLER LOCATED STATION PINPOINTED SAME.
 HZ2496'
 HZ2496'KESSLER 1935  18 INCHES UNDER GROUND INSTEAD OF 8 INCHES, 192
 HZ2496'FEET FROM LIGHT POLE N OF STATION AND 88 FEET W OF 8 INCH LOCUST TREE,
 HZ2496'30 FEET FROM E W FENCE STATION  N 16 FT FROM E-W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3572 ***********************************************************************
 GA3572  DESIGNATION -  KETTLE
 GA3572  PID         -  GA3572
 GA3572  STATE/COUNTY-  KY/BELL
 GA3572  USGS QUAD   -  BALKAN (1974)
 GA3572
 GA3572                         *CURRENT SURVEY CONTROL
 GA3572  ___________________________________________________________________
 GA3572* NAD 83(1993)-  36 47 09.36703(N)    083 34 49.21560(W)     ADJUSTED  
 GA3572* NAVD 88     -       683.     (meters)    2241.     (feet)  SCALED    
 GA3572  ___________________________________________________________________
 GA3572  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 GA3572  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GA3572
 GA3572  HORZ ORDER  -  THIRD
 GA3572
 GA3572.The horizontal coordinates were established by classical geodetic methods
 GA3572.and adjusted by the National Geodetic Survey in December 1995..
 GA3572
 GA3572.The orthometric height was scaled from a topographic map.
 GA3572
 GA3572.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3572
 GA3572.The geoid height was determined by GEOID03.
 GA3572
 GA3572;                    North         East     Units Scale Factor Converg.
 GA3572;SPC KY1Z     - 1,052,484.838 1,693,664.214   MT  1.00008443   +1 19 55.5
 GA3572;SPC KY1Z     - 3,453,027.34  5,556,630.01   sFT  1.00008443   +1 19 55.5
 GA3572;SPC KY S     -   552,450.591   693,646.521   MT  0.99999087   +1 18 56.9
 GA3572;SPC KY S     - 1,812,498.31  2,275,738.63   sFT  0.99999087   +1 18 56.9
 GA3572;UTM  17      - 4,074,231.885   269,747.490   MT  1.00025319   -1 32 45.1
 GA3572
 GA3572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3572!SPC KY1Z     -   0.99989765  x   1.00008443  =   0.99998207
 GA3572!SPC KY S     -   0.99989765  x   0.99999087  =   0.99988852
 GA3572!UTM  17      -   0.99989765  x   1.00025319  =   1.00015081
 GA3572
 GA3572|---------------------------------------------------------------------|
 GA3572| PID    Reference Object                     Distance      Geod. Az  |
 GA3572|                                                           dddmmss.s |
 GA3572| DB9535 KETTLE RM 1                           4.249 METERS 03836     |
 GA3572| DB9536 KETTLE RM 2                           3.627 METERS 26710     |
 GA3572| GA3573 KETTLE AZ MK                        APPROX. 1.1 KM 3313024.3 |
 GA3572|---------------------------------------------------------------------|
 GA3572
 GA3572                          SUPERSEDED SURVEY CONTROL
 GA3572
 GA3572  NAD 83(1993)-  36 47 09.37043(N)    083 34 49.21859(W) AD(       ) 3
 GA3572  NAD 83(1986)-  36 47 09.37521(N)    083 34 49.21979(W) AD(       ) 3
 GA3572  NAD 27      -  36 47 09.07600(N)    083 34 49.52500(W) AD(       ) 3
 GA3572
 GA3572.Superseded values are not recommended for survey control.
 GA3572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3572.See file dsdata.txt to determine how the superseded data were derived.
 GA3572
 GA3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6974774232(NAD 83)
 GA3572_MARKER: DS = TRIANGULATION STATION DISK
 GA3572_SETTING: 80 = SET IN A BOULDER
 GA3572_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3572_STAMPING: KETTLE 1950
 GA3572_MARK LOGO: CGS   
 GA3572
 GA3572  HISTORY     - Date     Condition        Report By
 GA3572  HISTORY     - 1950     MONUMENTED       CGS
 GA3572
 GA3572                          STATION DESCRIPTION
 GA3572
 GA3572'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3572'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF PINEVILLE.  IT IS ON
 GA3572'THE HIGHEST POINT IN THE
 GA3572'VICINITY.  THE MARK IS FLUSH WITH THE GROUND AND THE
 GA3572'DISK IS STAMPED KETTLE 1950.
 GA3572'
 GA3572'REFERENCE MARK NO. 1.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GA3572'IS STAMPED KETTLE NO 1 1950.
 GA3572'
 GA3572'REFERENCE MARK NO. 2.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GA3572'IS STAMPED KETTLE NO 2 1950.
 GA3572'
 GA3572'AZIMUTH MARK IS 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 GA3572'HOUSE, 32 FEET NORTH OF THE
 GA3572'CENTER OF STATE HIGHWAY NO.  221, 8 FEET WEST OF A
 GA3572'WHITE WITNESS POST AND 7 FEET SOUTH
 GA3572'OF A FENCELINE.  THE MARK IS
 GA3572'FLUSH AND THE DISK IS STAMPED KETTLE 1950.
 GA3572'
 GA3572'TO REACH THE STATION FROM THE BELL COUNTY COURT HOUSE IN PINEVILLE,
 GA3572'GO NORTH ON STATE HIGHWAY
 GA3572'NO.  66 FOR 1.7 MILES TO THE JUNCTION OF STATE
 GA3572'HIGHWAY NO.  221, TURN RIGHT ON
 GA3572'STATE HIGHWAY NO.  221 AND GO 4.25
 GA3572'MILES TO A CONCRETE BRIDGE, CONTINUE ON HIGHWAY
 GA3572'FOR 1.1 MILE TO THE
 GA3572'AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.05 MILE TO A LANE ON THE
 GA3572'RIGHT, THIS IS
 GA3572'END OF TRUCK TRAVEL, HERE PACK SOUTH ON LANE TO A
 GA3572'CREEK, TURN RIGHT AND GO TO A
 GA3572'FOOT BRIDGE ACROSS CREEK, CROSS CREEK
 GA3572'ON FOOT BRIDGE AND GO ON PATH TO A HOUSE ON THE
 GA3572'RIGHT, PASS AROUND
 GA3572'THE HOUSE ON THE EAST SIDE TO BARN, HERE GO UP HILL ON PATH TO ITS
 GA3572'END, CONTINUE
 GA3572'UP HILL TO THE HIGHEST POINT OF HILL AND THE STATION AS DESCRIBED.
 GA3572'
 GA3572'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3573 ***********************************************************************
 GA3573  DESIGNATION -  KETTLE AZ MK
 GA3573  PID         -  GA3573
 GA3573  STATE/COUNTY-  KY/BELL
 GA3573  USGS QUAD   -  BALKAN (1974)
 GA3573
 GA3573                         *CURRENT SURVEY CONTROL
 GA3573  ___________________________________________________________________
 GA3573* NAD 83(1993)-  36 47 41.21724(N)    083 35 10.71233(W)     ADJUSTED  
 GA3573* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 GA3573  ___________________________________________________________________
 GA3573  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 GA3573  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GA3573
 GA3573  HORZ ORDER  -  THIRD
 GA3573
 GA3573.The horizontal coordinates were established by classical geodetic methods
 GA3573.and adjusted by the National Geodetic Survey in December 1995..
 GA3573
 GA3573.The orthometric height was scaled from a topographic map.
 GA3573
 GA3573.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3573
 GA3573.The geoid height was determined by GEOID03.
 GA3573
 GA3573;                    North         East     Units Scale Factor Converg.
 GA3573;SPC KY1Z     - 1,053,454.096 1,693,108.546   MT  1.00008153   +1 19 42.3
 GA3573;SPC KY1Z     - 3,456,207.31  5,554,806.95   sFT  1.00008153   +1 19 42.3
 GA3573;SPC KY S     -   553,419.917   693,091.179   MT  0.99998941   +1 18 43.9
 GA3573;SPC KY S     - 1,815,678.51  2,273,916.64   sFT  0.99998941   +1 18 43.9
 GA3573;UTM  17      - 4,075,227.992   269,241.103   MT  1.00025607   -1 32 59.1
 GA3573
 GA3573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3573!SPC KY1Z     -   0.99995225  x   1.00008153  =   1.00003378
 GA3573!SPC KY S     -   0.99995225  x   0.99998941  =   0.99994167
 GA3573!UTM  17      -   0.99995225  x   1.00025607  =   1.00020831
 GA3573
 GA3573:                Primary Azimuth Mark                     Grid Az
 GA3573:SPC KY1Z     -  KETTLE                                   150 10 29.1
 GA3573:SPC KY S     -  KETTLE                                   150 11 27.5
 GA3573:UTM  17      -  KETTLE                                   153 03 10.5
 GA3573
 GA3573|---------------------------------------------------------------------|
 GA3573| PID    Reference Object                     Distance      Geod. Az  |
 GA3573|                                                           dddmmss.s |
 GA3573| GA3572 KETTLE                              APPROX. 1.1 KM 1513011.4 |
 GA3573|---------------------------------------------------------------------|
 GA3573
 GA3573                          SUPERSEDED SURVEY CONTROL
 GA3573
 GA3573  NAD 83(1993)-  36 47 41.22056(N)    083 35 10.71526(W) AD(       ) 3
 GA3573  NAD 83(1986)-  36 47 41.22524(N)    083 35 10.71646(W) AD(       ) 3
 GA3573  NAD 27      -  36 47 40.92800(N)    083 35 11.02300(W) AD(       ) 3
 GA3573
 GA3573.Superseded values are not recommended for survey control.
 GA3573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3573.See file dsdata.txt to determine how the superseded data were derived.
 GA3573
 GA3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6924175228(NAD 83)
 GA3573_MARKER: DZ = AZIMUTH MARK DISK
 GA3573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3573_STAMPING: KETTLE 1950
 GA3573_MARK LOGO: CGS   
 GA3573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3573+STABILITY: SURFACE MOTION
 GA3573
 GA3573  HISTORY     - Date     Condition        Report By
 GA3573  HISTORY     - 1950     MONUMENTED       CGS
 GA3573
 GA3573                          STATION DESCRIPTION
 GA3573
 GA3573'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3573'STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 221 ABOUT 7
 GA3573'MILES NORTHEAST OF
 GA3573'PINEVILLE.  IT IS 50 FEET SOUTHWEST OF THE SOUTHWEST
 GA3573'CORNER OF A HOUSE, 32 FEET
 GA3573'NORTH OF CENTER OF HIGHWAY 221, 8 FEET
 GA3573'WEST OF A WHITE WITNESS POST AND 7 FEET SOUTH
 GA3573'OF A FENCE.  THE MARK
 GA3573'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED KETTLE 1950.
 GA3573'
 GA3573'TO REACH THE STATION FROM THE BELL COUNTY COURTHOUSE IN PINEVILLE, GO
 GA3573'NORTH ON STATE HIGHWAY 66
 GA3573'FOR 1.7 MILES TO THE JUNCTION OF STATE HIGHWAY 221.
 GA3573'TURN RIGHT ON HIGHWAY 221 AND GO
 GA3573'4.25 MILES TO A CONCRETE BRIDGE.
 GA3573'CONTINUE ON HIGHWAY FOR 1.1 MILES TO A HOUSE ON THE
 GA3573'LEFT AND MARK AS DESCRIBED.
 GA3573'
 GA3573'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0391 ***********************************************************************
 HB0391  CBN         -  This is a Cooperative Base Network Control Station.
 HB0391  DESIGNATION -  KEVIL
 HB0391  PID         -  HB0391
 HB0391  STATE/COUNTY-  KY/MCCRACKEN
 HB0391  USGS QUAD   -  HEATH (1978)
 HB0391
 HB0391                         *CURRENT SURVEY CONTROL
 HB0391  ___________________________________________________________________
 HB0391* NAD 83(1993)-  37 04 35.49878(N)    088 52 04.39455(W)     ADJUSTED  
 HB0391* NAVD 88     -       139.493  (meters)     457.65   (feet)  ADJUSTED  
 HB0391  ___________________________________________________________________
 HB0391  X           -     100,665.358 (meters)                     COMP
 HB0391  Y           -  -5,093,971.575 (meters)                     COMP
 HB0391  Z           -   3,824,239.490 (meters)                     COMP
 HB0391  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HB0391  ELLIP HEIGHT-         111.17  (meters)          (11/03/04) GPS OBS
 HB0391  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB0391  DYNAMIC HT  -         139.390 (meters)     457.32  (feet)  COMP
 HB0391  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 HB0391
 HB0391  HORZ ORDER  -  B
 HB0391  VERT ORDER  -  FIRST     CLASS I
 HB0391  ELLP ORDER  -  THIRD     CLASS I
 HB0391
 HB0391.The horizontal coordinates were established by GPS observations
 HB0391.and adjusted by the National Geodetic Survey in September 1994..
 HB0391
 HB0391.The orthometric height was determined by differential leveling
 HB0391.and adjusted by the National Geodetic Survey in June 1991..
 HB0391.WARNING-Repeat measurements at this control monument indicate possible
 HB0391.vertical movement.
 HB0391
 HB0391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB0391
 HB0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0391
 HB0391.The ellipsoidal height was determined by GPS observations
 HB0391.and is referenced to NAD 83.
 HB0391
 HB0391.The geoid height was determined by GEOID03.
 HB0391
 HB0391.The dynamic height is computed by dividing the NAVD 88
 HB0391.geopotential number by the normal gravity value computed on the
 HB0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0391.degrees latitude (g = 980.6199 gals.).
 HB0391
 HB0391.The modeled gravity was interpolated from observed gravity values.
 HB0391
 HB0391;                    North         East     Units Scale Factor Converg.
 HB0391;SPC KY1Z     - 1,087,114.692 1,222,801.138   MT  1.00000164   -1 54 51.3
 HB0391;SPC KY1Z     - 3,566,642.12  4,011,806.73   sFT  1.00000164   -1 54 51.3
 HB0391;SPC KY S     -   587,049.133   222,812.687   MT  0.99995545   -1 53 27.2
 HB0391;SPC KY S     - 1,926,010.36    731,011.29   sFT  0.99995545   -1 53 27.2
 HB0391;UTM  16      - 4,104,993.889   333,961.328   MT  0.99993962   -1 07 34.9
 HB0391
 HB0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0391!SPC KY1Z     -   0.99998255  x   1.00000164  =   0.99998419
 HB0391!SPC KY S     -   0.99998255  x   0.99995545  =   0.99993801
 HB0391!UTM  16      -   0.99998255  x   0.99993962  =   0.99992218
 HB0391
 HB0391|---------------------------------------------------------------------|
 HB0391| PID    Reference Object                     Distance      Geod. Az  |
 HB0391|                                                           dddmmss.s |
 HB0391| HB0390 KEVIL RM 1                           26.482 METERS 15255     |
 HB0391| CI3995 KEVIL AZ MK 2                                      2863704.1 |
 HB0391| HB0392 KEVIL RM 2 AZIMUTH                                 2865553.0 |
 HB0391| HB1257 KEVIL RM 3                            4.360 METERS 30358     |
 HB0391|---------------------------------------------------------------------|
 HB0391
 HB0391                          SUPERSEDED SURVEY CONTROL
 HB0391
 HB0391  ELLIP H (09/07/94)  111.20   (m)                       GP(       ) 4 1
 HB0391  NAD 83(1986)-  37 04 35.50912(N)    088 52 04.39821(W) AD(       ) 1
 HB0391  NAD 27      -  37 04 35.31600(N)    088 52 04.18500(W) AD(       ) 1
 HB0391  NAVD 88 (03/31/98)  139.49   (m)          457.6    (f) LEVELING    3  
 HB0391  NGVD 29 (??/??/??)  139.435  (m)          457.46   (f) ADJUSTED    1 1
 HB0391
 HB0391.Superseded values are not recommended for survey control.
 HB0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0391.See file dsdata.txt to determine how the superseded data were derived.
 HB0391
 HB0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3396104994(NAD 83)
 HB0391_MARKER: DS = TRIANGULATION STATION DISK
 HB0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0391_SP_SET: CONCRETE POST
 HB0391_STAMPING: KEVIL 1930
 HB0391_MARK LOGO: CGS   
 HB0391_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0391+STABILITY: SURFACE MOTION
 HB0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0391+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2003
 HB0391
 HB0391  HISTORY     - Date     Condition        Report By
 HB0391  HISTORY     - 1930     MONUMENTED       CGS
 HB0391  HISTORY     - 1935     GOOD             CGS
 HB0391  HISTORY     - 1957     GOOD             CGS
 HB0391  HISTORY     - 1968     GOOD             CGS
 HB0391  HISTORY     - 1968     GOOD             CGS
 HB0391  HISTORY     - 1969     GOOD             CGS
 HB0391  HISTORY     - 1969     GOOD             CGS
 HB0391  HISTORY     - 1976     GOOD             NGS
 HB0391  HISTORY     - 19890114 GOOD             NGS
 HB0391  HISTORY     - 19900214 GOOD             NGS
 HB0391  HISTORY     - 19931117 GOOD             NGS
 HB0391  HISTORY     - 19940301 GOOD
 HB0391  HISTORY     - 19970227 GOOD             NGS
 HB0391  HISTORY     - 19970627 GOOD             NGS
 HB0391  HISTORY     - 19980909 GOOD             ILDT
 HB0391  HISTORY     - 20010817 GOOD             KYDT
 HB0391  HISTORY     - 20010817 GOOD             KYDT
 HB0391  HISTORY     - 20030106 GOOD             WOOLPT
 HB0391  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 HB0391
 HB0391                          STATION DESCRIPTION
 HB0391
 HB0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB0391'ABOUT 15 MILES WEST OF PADUCAH, AND 1.1 MILES EAST OF KEVIL ON LAND
 HB0391'OWNED BY EDGAR STEVENS. STATION IS ON NORTH RIGHT-OF-WAY OF
 HB0391'HIGHWAY ROUTE 60, 7.49 METERS EAST OF NORTH CONCRETE RIGHT-OF-WAY
 HB0391'MARKER AND 45 METERS EAST OF LOVERSVILLE AND WOODVILLE
 HB0391'GRAVEL ROAD THAT LEAVES THE HIGHWAY TO THE SOUTH, AND ON SOUTH FENCE
 HB0391'LINE TO FIELD.
 HB0391'
 HB0391'REACHED FROM PADUCAH BY U.S. HIGHWAY 60 THRU MAXON MILLS 15 MILES TO
 HB0391'WITHIN 0.2 MILE OF BALLARD-MCCRACKEN COUNTY LINE.
 HB0391'
 HB0391'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HB0391'SET IN CONCRETE.
 HB0391'
 HB0391'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION ON SOUTH RIGHT-OF-WAY
 HB0391'LINE AND FENCE LINE.
 HB0391'
 HB0391'REFERENCE MARK NO. 2 IS WEST-BY-SOUTH OF STATION ON SOUTH
 HB0391'RIGHT-OF-WAY AND FENCE LINE, 20.0 METERS EAST OF GATE ON SOUTH FENCE
 HB0391'LINE, AND ABOUT 50 METERS WEST OF BALLARD-MCCRACKEN COUNTY LINE.
 HB0391'
 HB0391'HEIGHT OF SIGNAL ABOVE STATION MARK- 30 METERS.
 HB0391
 HB0391                          STATION RECOVERY (1935)
 HB0391
 HB0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 HB0391'SURFACE AND REFERENCE MARKERS IN GOOD CONDITION. DESCRIPTIONS EASILY
 HB0391'FOLLOWED AND CORRECT.
 HB0391
 HB0391                          STATION RECOVERY (1957)
 HB0391
 HB0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 HB0391'STATION RECOVERED IN GOOD CONDTION. DESCRIPTION IS COMPLETE AND
 HB0391'SUFFICIENT.
 HB0391
 HB0391                          STATION RECOVERY (1968)
 HB0391
 HB0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 HB0391'THE STATION MARK, STAMPED KEVIL 1930, IS ABOUT 0.1 MILE SOUTH ALONG
 HB0391'WALLACE AVENUE FROM THE POST OFFICE AT KEVIL, THENCE 1.15 MILES EAST
 HB0391'ALONG U.S. HIGHWAY 60, 131 FEET EAST OF THE MCCRACKEN-BALLARD COUNTY
 HB0391'LINE, 0.2 MILE EAST OF A PHILLIPS 66 SERVICE STATION, 30 FEET NORTH
 HB0391'OF THE CENTERLINE OF THE HIGHWAY, 165 FEET EAST OF THE EXTENDED
 HB0391'CENTERLINE OF A PAVED ROAD, 130 FEET EAST OF A POWER POLE WHICH
 HB0391'BEARS A TRANSFORMER, 1-1/2 FEET SOUTH OF A CONCRETE HIGHWAY RIGHT OF
 HB0391'WAY MARKER POST, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2
 HB0391'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HB0391'POST WHICH PROJECTS 1 INCH.
 HB0391'
 HB0391'R. M. 1, STAMPED KEVIL 1930 NO 1, IS 87.15 FEET SOUTHEAST AND ACROSS
 HB0391'THE HIGHWAY FROM THE STATION MARK, 172 FEET EAST OF THE
 HB0391'MCCRACKEN-BALLARD COUNTY LINE, 30 FEET SOUTH OF THE CENTERLINE OF THE
 HB0391'HIGHWAY, 201 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 19-1/2 FEET
 HB0391'WEST OF A TELEPHONE POLE AND IN LINE WITH A ROW OF TELEPHONE POLES,
 HB0391'37-1/2 FEET EAST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER POST,
 HB0391'1.3 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 HB0391'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 HB0391'PROJECTS 4 INCHES.
 HB0391'
 HB0391'R.M. 2, STAMPED KEVIL NO II 1930, IS 0.2 MILE WEST OF THE STATION
 HB0391'MARK, 0.15 MILE WEST OF THE BALLARD-MCCRACKEN COUNTY LINE, 29 FEET
 HB0391'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 105 FEET NORTHEAST OF THE
 HB0391'NORTHEAST CORNER OF A PHILLIPS 66 SERVICE STATION, 50 FEET
 HB0391'WEST OF THE EXTENDED CENTERLINE OF A PAVED ROAD, 56-1/2 FEET EAST OF
 HB0391'A POWER POLE, 44-1/2 FEET EAST OF A CORNER FENCE POST, 1 FOOT
 HB0391'NORTH OF A FENCE, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1
 HB0391'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HB0391'CONCRETE POST WHICH PROJECTS 4 INCHES.
 HB0391'
 HB0391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 1.25 MILES
 HB0391'EAST.
 HB0391
 HB0391                          STATION RECOVERY (1968)
 HB0391
 HB0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HB0391'1.2 MI E FROM KEVIL.
 HB0391'ABOUT 0.1 MILE SOUTH ALONG WALLACE AVENUE FROM THE POST OFFICE
 HB0391'AT KEVIL, THENCE 1.15 MILES EAST ALONG U.S. HIGHWAY 60, 131 FEET
 HB0391'EAST OF THE MC CRACKEN-BALLARD COUNTY LINE, 0.2 MILE EAST OF A
 HB0391'PHILLIPS 66 SERVICE STATION, 30 FEET NORTH OF THE CENTERLINE
 HB0391'OF THE HIGHWAY, 165 FEET EAST OF THE EXTENDED CENTERLINE OF A
 HB0391'PAVED ROAD, 130 FEET EAST OF A POWER POLE WHICH BEARS A
 HB0391'TRANSFORMER, 1 1/2 FEET SOUTH OF A CONCRETE HIGHWAY RIGHT OF
 HB0391'WAY MARKER POST, 0.2 MILE EAST OF KEVIL NO II, 87.15 FEET
 HB0391'NORTHWEST AND ACROSS THE HIGHWAY FROM KEVIL NO 1, 1.5 FEET
 HB0391'WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 HB0391'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HB0391'1 INCH.
 HB0391
 HB0391                          STATION RECOVERY (1969)
 HB0391
 HB0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DLW)
 HB0391'RECOVERED IN GOOD CONDITION.
 HB0391'
 HB0391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.1 MILES EAST
 HB0391'OF KEVIL.
 HB0391
 HB0391                          STATION RECOVERY (1969)
 HB0391
 HB0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HB0391'RECOVERED IN GOOD CONDITION.
 HB0391
 HB0391                          STATION RECOVERY (1976)
 HB0391
 HB0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HB0391'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 HB0391'(R.M. NO. 2) WAS FOUND IN GOOD CONDITION AFTER A LONG SEARCH.  IT
 HB0391'WAS FOUND COVERED BY ABOUT 6 INCHES OF STONE AND IN A DRIVEWAY.
 HB0391'REFERENCE MARK 1 WAS FOUND DISTURBED WITH THE ARROW POINTING AWAY
 HB0391'FROM THE STATION AND TO THE NORTHEAST.  THE MARK WAS SOLID AND
 HB0391'LEFT INTACT AND STAMPED AS FOUND.  REFERENCE MARK 3 WAS SET.  A NEW
 HB0391'AZIMUTH MARK WAS SET.  A NEW DESCRIPTION FOLLOWS--
 HB0391'
 HB0391'THE STATION IS LOCATED ON ROAD RIGHT-OF-WAY, 12 FEET NORTH OF THE
 HB0391'WEST END OF A CONCRETE PIPE UNDER DRIVEWAY, 14 FEET SOUTHEAST OF A
 HB0391'POWER POLE, 29 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 12 FEET
 HB0391'WEST OF THE CENTERLINE OF THE DRIVEWAY, 24 FEET WEST OF A CONCRET
 HB0391'RIGHT-OF-WAY POST, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 110
 HB0391'FEET EAST OF BALLARD COUNTY LINE SIGN POST, 130 FEET EAST OF A POWER
 HB0391'POLE AND 165 FEET EAST OF THE EXTENDED CENTERLINE OF RUTHERFORD
 HB0391'ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 HB0391'STAMPED---KEVIL 1930.
 HB0391'
 HB0391'TO REACH THE STATION FROM THE POST OFFICE AT KEVIL, GO SOUTH ON
 HB0391'WALLACE AVE. FOR 0.1 MILE.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 60
 HB0391'FOR 0.95 MILE TO THE AZIMUTH MARK AND REFERENCE MARK 2 ON THE
 HB0391'RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.2 MILE TO THE STATION ON
 HB0391'THE LEFT.
 HB0391'
 HB0391'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 HB0391'1 FOOT EAST OF A METAL WITNESS POST, 201 FEET EAST OF THE CENTERLINE
 HB0391'OF RUTHERFORD ROAD, 172 FEET EAST OF THE COUNTY LINE AND 20 FEET
 HB0391'WEST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 HB0391'DISK IS STAMPED---KEVIL NO 1 1930.
 HB0391'
 HB0391'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT (WITH
 HB0391'MAGNETS) FLUSK WITH THE GROUND STAMPED---KEVIL 1930 NO 3 1976, 1
 HB0391'FOOT SOUTHWEST OF POWER POLE, 25 FEET WEST OF THE CENTERLINE OF THE
 HB0391'DRIVEWAY, 32 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 21
 HB0391'FEET NORTHWEST OF THE WEST END OF THE CONCRETE PIPE.
 HB0391'
 HB0391'REFERENCE MARK 2 IS 50 FEET WEST OF THE EXTENDED CENTERLINE OF
 HB0391'APPERSON ROAD, 29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 56
 HB0391'FEET EAST OF A POWER POLE, 7 FEET NORTHWEST OF THE NORTHWEST
 HB0391'CORNER OF A CONCRETE RETAINING WALL, 10 FEET SOUTHWEST OF THE EAST
 HB0391'END OF A METAL PIPE UNDER DRIVEWAY AND ABOUT 6 INCHES UNDER AND
 HB0391'AT THE EAST EDGE OF THE DRIVEWAY.  THE DISK IS SET IN THE TOP OF A
 HB0391'SQUARE CONCRETE POST AND IS STAMPED---KEVIL NO 11 1930.
 HB0391'
 HB0391'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---KEVIL 1930 1976, SET IN
 HB0391'A DRILL HOLE IN THE TOP AND NORTHWEST CORNER OF A CONCRETE RETAINING
 HB0391'WALL OF PATIO OF THE KAINTUCK DAIRY BAR, 10 FEET SOUTH OF THE EAST
 HB0391'END OF METAL PIPE UNDER DRIVEWAY, 34 FEET SOUTH OF THE CENTERLINE
 HB0391'OF THE HIGHWAY, 25 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, 45
 HB0391'FEET WEST OF THE EXTENDED CENTERLINE OF APPERSON ROAD AND 60 FEET
 HB0391'EAST OF A POWER POLE.
 HB0391'
 HB0391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE EAST
 HB0391'OF KEVIL.
 HB0391'
 HB0391'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HB0391
 HB0391                          STATION RECOVERY (1989)
 HB0391
 HB0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HB0391'THE STATION IS ABOUT 24.1 KM (15.00 MI) WEST OF PADUCAH, 1.9 KM
 HB0391'(1.20 MI) EAST OF KEVIL AND ON THE NORTH RIGHT-OF-WAY OF US HIGHWAY
 HB0391'60.  OWNERSHIP--VIDAMAE GRIEF, RT 2, KEVIL, KY 42053, PHONE
 HB0391'502-462-3659.
 HB0391'TO REACH THE STATION FROM THE POST OFFICE IN KEVIL, DRIVE SOUTH FOR
 HB0391'0.16 KM (0.10 MI) ON WALLACE AVENUE TO THE JUNCTION OF US HIGHWAY 60.
 HB0391'TURN LEFT AND DRIVE EAST FOR 1.82 KM (1.15 MI) ON HIGHWAY 60 TO THE
 HB0391'FARMERS INSURANCE AGENCY RIGHT AND THE RESIDENCE OF MRS. GRIEF AND
 HB0391'STATION LEFT.
 HB0391'THE STATION IS A STANDARD HORIZONTAL CONTROL DISK STAMPED---KEVIL
 HB0391'1930---, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.
 HB0391'LOCATED 33.5 M (109.9 FT) EAST OF A BALLARD COUNTY LINE SIGN, 8.8 M
 HB0391'(28.9 FT) NORTH OF THE CENTERLINE OF HIGHWAY 60, 7.3 M (24.0 FT) WEST
 HB0391'OF A CONCRETE RIGHT-OF-WAY POST, 4.3 M (14.1 FT) SOUTHEAST OF A POWER
 HB0391'POLE, 3.7 M (12.1 FT) NORTH OF THE WEST END OF A CONCRETE PIPE UNDER
 HB0391'THE DRIVEWAY AND 0.3 M (1.0 FT) NORTHWEST OF A METAL WITNESS POST.
 HB0391'DESCRIBED M.J. WELLSLAGER.
 HB0391
 HB0391                          STATION RECOVERY (1990)
 HB0391
 HB0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HB0391'STATION IS LOCATED ABOUT 1.85 KM (1.15 MI) EAST OF KEVIL, ON U.S.
 HB0391'HIGHWAY 60 RIGHT-OF-WAY.  OWNERSHIP KENTUCKY DEPARTMENT OF
 HB0391'TRANSPORTATION.
 HB0391'TO REACH THE STATION FROM THE POST OFFICE AT KEVIL, GO SOUTH ON
 HB0391'WALLACE AVENUE FOR 0.15 KM (0.10 MI) TO ITS JUNCTION WITH U.S. HIGHWAY
 HB0391'60.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 60 FOR 1.85 KM (1.15 MI) TO
 HB0391'THE STATION ON THE LEFT, ACROSS THE HIGHWAY FROM AN OFFICE BUILDING
 HB0391'(JACKSON PURCHASE AGRICULTURAL CREDIT ASSOCIATION AND WADE FARM
 HB0391'FINANCIAL SERVICES).
 HB0391'THE STATION IS 50.0 M (164.0 FT) EAST OF THE EXTENDED CENTER OF
 HB0391'RUTHERFORD ROAD (COUNTY ROAD 2532), 26.5 M (86.9 FT) EAST OF A SIGN
 HB0391'POST (BALLARD COUNTY), 9.0 M (29.5 FT) NORTH OF THE CENTERLINE OF THE
 HB0391'HIGHWAY, 7.4 M (24.3 FT) WEST OF A CONCRETE RIGHT-OF-WAY POST, 4.3 M
 HB0391'(14.1 FT) EAST-SOUTHEAST OF A POWER POLE, 3.7 M (12.1 FT) NORTH OF THE
 HB0391'CENTER OF THE WEST END OF A CONCRETE PIPE UNDER A DRIVEWAY, 3.7 M
 HB0391'(12.1 FT) WEST OF THE CENTER OF A GRAVELED DRIVEWAY, AND 0.5 M
 HB0391'(1.6 FT) WEST-NORTHWEST OF A METAL WITNESS POST.  THE MONUMENT
 HB0391'PROJECTS FOUR CENTIMETERS ABOVE THE GROUND SURFACE.
 HB0391'DESCRIBED BY SFH.
 HB0391
 HB0391                          STATION RECOVERY (1993)
 HB0391
 HB0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HB0391'THE STATION IS LOCATED ABOUT 1.85 KM (1.15 MI) EAST OF KEVIL, ON U.S.
 HB0391'HIGHWAY 60 RIGHT-OF-WAY.  OWNERSHIP--KENTUCKY TRANSPORTATION CABINET.
 HB0391'TO REACH THE STATION FROM THE POST OFFICE IN KEVIL, GO SOUTH ON
 HB0391'WALLACE AVENUE FOR 0.15 KM (0.10 MI) TO ITS JUNCTION WITH U.S.
 HB0391'HIGHWAY 60. TURN LEFT AND GO EAST ON U.S. HIGHWAY 60 FOR 1.85 KM
 HB0391'(1.15 MI) TO THE STATION ON THE LEFT, ACROSS THE HIGHWAY FROM AN
 HB0391'OFFICE BUILDING (JACKSON PURCHASE AGRICULTURAL CREDIT ASSOCIATION AND
 HB0391'WADE FARM FINANCIAL SERVICES).
 HB0391'THE STATION PROJECTS 4 CM ABOVE THE LEVEL OF THE GROUND.  LOCATED 50.0
 HB0391'M (164.0 FT) EAST OF THE EXTENDED CENTER OF RUTHERFORD ROAD (COUNTY
 HB0391'ROAD 2532), 26.5 M (86.9 FT) EAST OF A SIGN POST (BALLARD COUNTY),
 HB0391'9.0 M (29.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 7.4 M
 HB0391'(24.3 FT) WEST OF A CONCRETE RIGHT-OF-WAY POST, 4.3 M (14.1 FT)
 HB0391'EAST-SOUTHEAST OF A POWER POLE, 3.7 M (12.1 FT) NORTH OF THE CENTER OF
 HB0391'THE WEST END OF A CONCRETE PIPE UNDER A DRIVEWAY, 3.7 M (12.1 FT)
 HB0391'WEST OF THE CENTER OF A GRAVELED DRIVEWAY AND 0.5 M (1.6 FT)
 HB0391'WEST-NOPRTHWEST OF A METAL WITNESS POST.
 HB0391
 HB0391                          STATION RECOVERY (1994)
 HB0391
 HB0391'RECOVERED 1994
 HB0391'RECOVERED IN GOOD CONDITION.
 HB0391
 HB0391                          STATION RECOVERY (1997)
 HB0391
 HB0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HB0391'RECOVERED AS DESCRIBED.
 HB0391
 HB0391                          STATION RECOVERY (1997)
 HB0391
 HB0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HB0391'RECOVERED AS DESCRIBED, EXCEPT THAT RUTHERFORD ROAD IS NOW COUNTY LINE
 HB0391'ROAD.
 HB0391
 HB0391                          STATION RECOVERY (1998)
 HB0391
 HB0391'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (DB)
 HB0391'RECOVERED AS DESCRIBED
 HB0391
 HB0391                          STATION RECOVERY (2001)
 HB0391
 HB0391'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001
 HB0391'RECOVERED IN GOOD CONDITION.
 HB0391
 HB0391                          STATION RECOVERY (2001)
 HB0391
 HB0391'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (JG)
 HB0391'RECOVERED IN GOOD CONDITION.
 HB0391
 HB0391                          STATION RECOVERY (2003)
 HB0391
 HB0391'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HB0391'RECOVERED AS DESCRIBED WITH THESE ADDITIONS...
 HB0391' 
 HB0391'STATION IS IN FRONT OF RESIDENCE AT 12345 HINKLEVILLE ROAD, KEVIL KY.
 HB0391' 
 HB0391'STATION IS 3.0 FT N OF BRICK PEDESTAL ON W SIDE OF DRIVEWAY, AND 24.2
 HB0391'FT NW OF BRICK  PEDESTAL ON ON E SIDE OF DRIVEWAY.
 HB0391
 HB0391                          STATION RECOVERY (2003)
 HB0391
 HB0391'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0391'JACKSON PURCHASE AG CREDIT ASSOCIATION NOW AT MARKER LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1258 ***********************************************************************
 HB1258  DESIGNATION -  KEVIL AZ MK 2
 HB1258  PID         -  HB1258
 HB1258  STATE/COUNTY-  KY/BALLARD
 HB1258  USGS QUAD   -  HEATH (1978)
 HB1258
 HB1258                         *CURRENT SURVEY CONTROL
 HB1258  ___________________________________________________________________
 HB1258* NAD 83(1986)-  37 04 38.     (N)    088 52 15.     (W)     SCALED    
 HB1258* NAVD 88     -       136.72   (meters)     448.6    (feet)  RESET     
 HB1258  ___________________________________________________________________
 HB1258  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB1258
 HB1258  VERT ORDER  -  THIRD
 HB1258
 HB1258.The horizontal coordinates were scaled from a topographic map and have
 HB1258.an estimated accuracy of +/- 6 seconds.
 HB1258
 HB1258.The orthometric height was computed from unverified reset data.
 HB1258.No vertical observational check was made to the station.
 HB1258
 HB1258.The geoid height was determined by GEOID03.
 HB1258
 HB1258;                    North         East    Units  Estimated Accuracy
 HB1258;SPC KY1Z     - 1,087,200.    1,222,540.      MT  (+/- 180 meters Scaled)
 HB1258
 HB1258                          SUPERSEDED SURVEY CONTROL
 HB1258
 HB1258  NGVD 29 (10/08/05)  136.66   (m)          448.4    (f) RESET       3  
 HB1258
 HB1258.Superseded values are not recommended for survey control.
 HB1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1258.See file dsdata.txt to determine how the superseded data were derived.
 HB1258
 HB1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG337050(NAD 83)
 HB1258_MARKER: DZ = AZIMUTH MARK DISK
 HB1258_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HB1258_SP_SET: RETAINING WALL
 HB1258_STAMPING: KEVIL 1930 1976
 HB1258_MARK LOGO: NGS   
 HB1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1258+STABILITY: SURFACE MOTION
 HB1258
 HB1258  HISTORY     - Date     Condition        Report By
 HB1258  HISTORY     - 1976     MONUMENTED       NGS
 HB1258
 HB1258                          STATION DESCRIPTION
 HB1258
 HB1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB1258'0.95 MI EAST FROM KEVIL.
 HB1258'0.1 MILE SOUTH ALONG WALLACE AVENUE FROM THE POST OFFICE IN KEVIL,
 HB1258'THENCE EAST ALONG U.S. HIGHWAY 60 FOR 0.95 MILE TO THE MARK ON THE
 HB1258'RIGHT, IN THE TOP AND NORTHWEST CORNER OF A CONCRETE RETAINING
 HB1258'WALL OF PATIO OF KAINTUCK DAIRY BAR, 10 FEET SOUTH OF THE EAST END
 HB1258'OF A METAL PIPE UNDER DRIVEWAY 34, FEET SOUTH OF THE CENTERLINE
 HB1258'OF THE HIGHWAY, 25 FEET EAST OF THE CENTERLINE OF DRIVEWAY,I45
 HB1258'FEET WEST OF THE EXTENDED CENTERLINE OF APPERSON ROAD AND 60 FEET
 HB1258'EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0390 ***********************************************************************
 HB0390  DESIGNATION -  KEVIL RM 1
 HB0390  PID         -  HB0390
 HB0390  STATE/COUNTY-  KY/MCCRACKEN
 HB0390  USGS QUAD   -  HEATH (1978)
 HB0390
 HB0390                         *CURRENT SURVEY CONTROL
 HB0390  ___________________________________________________________________
 HB0390* NAD 83(1986)-  37 04 35.     (N)    088 52 04.     (W)     SCALED    
 HB0390* NAVD 88     -       139.849  (meters)     458.82   (feet)  ADJUSTED  
 HB0390  ___________________________________________________________________
 HB0390  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB0390  DYNAMIC HT  -         139.745 (meters)     458.48  (feet)  COMP
 HB0390  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 HB0390
 HB0390  VERT ORDER  -  FIRST     CLASS I
 HB0390
 HB0390.The horizontal coordinates were scaled from a topographic map and have
 HB0390.an estimated accuracy of +/- 6 seconds.
 HB0390
 HB0390.The orthometric height was determined by differential leveling
 HB0390.and adjusted by the National Geodetic Survey in June 1991..
 HB0390.WARNING-Repeat measurements at this control monument indicate possible
 HB0390.vertical movement.
 HB0390
 HB0390.The geoid height was determined by GEOID03.
 HB0390
 HB0390.The dynamic height is computed by dividing the NAVD 88
 HB0390.geopotential number by the normal gravity value computed on the
 HB0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0390.degrees latitude (g = 980.6199 gals.).
 HB0390
 HB0390.The modeled gravity was interpolated from observed gravity values.
 HB0390
 HB0390;                    North         East    Units  Estimated Accuracy
 HB0390;SPC KY1Z     - 1,087,100.    1,222,810.      MT  (+/- 180 meters Scaled)
 HB0390
 HB0390                          SUPERSEDED SURVEY CONTROL
 HB0390
 HB0390  NGVD 29 (??/??/??)  139.791  (m)          458.63   (f) ADJUSTED    1 1
 HB0390
 HB0390.Superseded values are not recommended for survey control.
 HB0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0390.See file dsdata.txt to determine how the superseded data were derived.
 HB0390
 HB0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG339049(NAD 83)
 HB0390_MARKER: DR = REFERENCE MARK DISK
 HB0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0390_STAMPING: KEVIL 1930 NO 1
 HB0390_MARK LOGO: CGS   
 HB0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0390+STABILITY: SURFACE MOTION
 HB0390
 HB0390  HISTORY     - Date     Condition        Report By
 HB0390  HISTORY     - 1930     MONUMENTED       CGS
 HB0390  HISTORY     - 1968     GOOD             CGS
 HB0390  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 HB0390
 HB0390                          STATION DESCRIPTION
 HB0390
 HB0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0390'1.2 MI E FROM KEVIL.
 HB0390'ABOUT 0.1 MILE SOUTH ALONG WALLACE AVENUE FROM THE POST OFFICE
 HB0390'AT KEVIL, THENCE 1.15 MILES EAST ALONG U.S. HIGHWAY 60, 172 FEET
 HB0390'EAST OF THE MC CRACKEN-BALLARD COUNTY LINE, 30 FEET SOUTH OF THE
 HB0390'CENTERLINE OF THE HIGHWAY, 201 FEET EAST OF THE CENTERLINE OF A
 HB0390'PAVED ROAD, 19 1/2 FEET WEST OF A TELEPHONE POLE AND IN LINE
 HB0390'WITH A ROW OF TELEPHONE POLES, 37 1/2 FEET EAST OF A CONCRETE
 HB0390'HIGHWAY RIGHT OF WAY POST, 87.15 FEET SOUTHEAST AND ACROSS THE
 HB0390'HIGHWAY FROM TRIANGULATION STATION KEVIL, 1.3 FEET EAST OF A METAL
 HB0390'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 HB0390'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 HB0390
 HB0390                          STATION RECOVERY (2003)
 HB0390
 HB0390'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0390'JACKSON PURCHASE AG CREDIT ASSOCIATION NOW AT MARKER LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0392 ***********************************************************************
 HB0392  DESIGNATION -  KEVIL RM 2 AZIMUTH
 HB0392  PID         -  HB0392
 HB0392  STATE/COUNTY-  KY/BALLARD
 HB0392  USGS QUAD   -  HEATH (1978)
 HB0392
 HB0392                         *CURRENT SURVEY CONTROL
 HB0392  ___________________________________________________________________
 HB0392* NAD 83(1986)-  37 04 38.     (N)    088 52 15.     (W)     SCALED    
 HB0392* NAVD 88     -       136.507  (meters)     447.86   (feet)  ADJUSTED  
 HB0392  ___________________________________________________________________
 HB0392  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB0392  DYNAMIC HT  -         136.406 (meters)     447.53  (feet)  COMP
 HB0392  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 HB0392
 HB0392  VERT ORDER  -  FIRST     CLASS I
 HB0392
 HB0392.The horizontal coordinates were scaled from a topographic map and have
 HB0392.an estimated accuracy of +/- 6 seconds.
 HB0392
 HB0392.The orthometric height was determined by differential leveling
 HB0392.and adjusted by the National Geodetic Survey in June 1991..
 HB0392
 HB0392.The geoid height was determined by GEOID03.
 HB0392
 HB0392.The dynamic height is computed by dividing the NAVD 88
 HB0392.geopotential number by the normal gravity value computed on the
 HB0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0392.degrees latitude (g = 980.6199 gals.).
 HB0392
 HB0392.The modeled gravity was interpolated from observed gravity values.
 HB0392
 HB0392;                    North         East    Units  Estimated Accuracy
 HB0392;SPC KY1Z     - 1,087,200.    1,222,540.      MT  (+/- 180 meters Scaled)
 HB0392
 HB0392                          SUPERSEDED SURVEY CONTROL
 HB0392
 HB0392  NGVD 29 (??/??/??)  136.449  (m)          447.67   (f) ADJUSTED    1 1
 HB0392
 HB0392.Superseded values are not recommended for survey control.
 HB0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0392.See file dsdata.txt to determine how the superseded data were derived.
 HB0392
 HB0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG337050(NAD 83)
 HB0392_MARKER: DR = REFERENCE MARK DISK
 HB0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0392_STAMPING: KEVIL NO II 1930
 HB0392_MARK LOGO: CGS   
 HB0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0392+STABILITY: SURFACE MOTION
 HB0392
 HB0392  HISTORY     - Date     Condition        Report By
 HB0392  HISTORY     - 1930     MONUMENTED       CGS
 HB0392  HISTORY     - 1968     GOOD             CGS
 HB0392  HISTORY     - 1969     GOOD             CGS
 HB0392  HISTORY     - 1976     GOOD             NGS
 HB0392
 HB0392                          STATION DESCRIPTION
 HB0392
 HB0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0392'1 MI E FROM KEVIL.
 HB0392'ABOUT 0.1 MILE SOUTH ALONG WALLACE AVENUE FROM THE POST OFFICE
 HB0392'AT KEVIL, THENCE 0.95 MILE EAST ALONG U.S. HIGHWAY 60, 0.15 MILE
 HB0392'WEST OF THE BALLARD-MC CRACKEN COUNTY LINE, 29 FEET SOUTH OF
 HB0392'THE CENTERLINE OF THE HIGHWAY, 105 FEET NORTHEAST OF THE NORTHEAST
 HB0392'CORNER OF A PHILLIPS 66 SERVICE STATION, 50 FEET WEST OF THE
 HB0392'EXTENDED CENTERLINE OF A PAVED ROAD, 56 1/2 FEET EAST OF A POWER
 HB0392'POLE, 44 1/2 FEET EAST OF A CORNER FENCE POST, 1 FOOT NORTH OF A
 HB0392'FENCE, 0.2 MILE WEST OF TRIANGULATION STATION KEVIL, 1.3 FEET
 HB0392'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 HB0392'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 HB0392'PROJECTS 4 INCHES.
 HB0392
 HB0392                          STATION RECOVERY (1969)
 HB0392
 HB0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HB0392'RECOVERED IN GOOD CONDITION.
 HB0392
 HB0392                          STATION RECOVERY (1976)
 HB0392
 HB0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HB0392'MARK WAS FOUND AFTER A LONG SEARCH UNDER ABOUT 6 INCHES OF GRAVEL IN
 HB0392'A DRIVEWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1257 ***********************************************************************
 HB1257  DESIGNATION -  KEVIL RM 3
 HB1257  PID         -  HB1257
 HB1257  STATE/COUNTY-  KY/MCCRACKEN
 HB1257  USGS QUAD   -  HEATH (1978)
 HB1257
 HB1257                         *CURRENT SURVEY CONTROL
 HB1257  ___________________________________________________________________
 HB1257* NAD 83(1986)-  37 04 35.     (N)    088 52 04.     (W)     SCALED    
 HB1257* NAVD 88     -       139.41   (meters)     457.4    (feet)  RESET     
 HB1257  ___________________________________________________________________
 HB1257  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB1257
 HB1257  VERT ORDER  -  THIRD
 HB1257
 HB1257.The horizontal coordinates were scaled from a topographic map and have
 HB1257.an estimated accuracy of +/- 6 seconds.
 HB1257
 HB1257.The orthometric height was computed from unverified reset data.
 HB1257.No vertical observational check was made to the station.
 HB1257
 HB1257.The geoid height was determined by GEOID03.
 HB1257
 HB1257;                    North         East    Units  Estimated Accuracy
 HB1257;SPC KY1Z     - 1,087,100.    1,222,810.      MT  (+/- 180 meters Scaled)
 HB1257
 HB1257                          SUPERSEDED SURVEY CONTROL
 HB1257
 HB1257  NGVD 29 (10/08/05)  139.35   (m)          457.2    (f) RESET       3  
 HB1257
 HB1257.Superseded values are not recommended for survey control.
 HB1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1257.See file dsdata.txt to determine how the superseded data were derived.
 HB1257
 HB1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG339049(NAD 83)
 HB1257_MARKER: DB = BENCH MARK DISK
 HB1257_SETTING: 0 = UNSPECIFIED SETTING
 HB1257_STAMPING: KEVIL 1930 NO 3 1976
 HB1257_MARK LOGO: NGS   
 HB1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1257
 HB1257  HISTORY     - Date     Condition        Report By
 HB1257  HISTORY     - 1976     MONUMENTED       NGS
 HB1257  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 HB1257
 HB1257                          STATION DESCRIPTION
 HB1257
 HB1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB1257'1.25 MI EAST FROM KEVIL.
 HB1257'0.1 MILE SOUTH ALONG WALLACE FROM AVENUE FROM THE POST OFFICE IN KEVIL
 HB1257'THENCE EAST ALONG U.S. HIGHWAY 60 FOR 1.15 MILLS TO THE MARK ON THE
 HB1257'LEFT, 1 FOOT SOUTHWEST OF A POWER POLE, 25 FEET WEST OF THE CENTERLINE
 HB1257'OF A DRIVEWAY, 32 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 HB1257'21 FEET NORTHWEST OF THE WEST END OF A CONCRETE PIPE UNDER THE
 HB1257'DRIVEWAY.  THE MARK IS AN ALUMINUM MONUMENT WITH MAGNETS.
 HB1257
 HB1257                          STATION RECOVERY (2003)
 HB1257
 HB1257'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB1257'JACKSON PURCHASE AG CREDIT ASSOCIATION NOW AT MARKER LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1632 ***********************************************************************
 HA1632  DESIGNATION -  KEYS
 HA1632  PID         -  HA1632
 HA1632  STATE/COUNTY-  KY/CHRISTIAN
 HA1632  USGS QUAD   -  DAWSON SPRINGS SE (1953)
 HA1632
 HA1632                         *CURRENT SURVEY CONTROL
 HA1632  ___________________________________________________________________
 HA1632* NAD 83(1993)-  37 04 07.64355(N)    087 36 46.53267(W)     ADJUSTED  
 HA1632* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 HA1632  ___________________________________________________________________
 HA1632  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 HA1632  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 HA1632
 HA1632  HORZ ORDER  -  THIRD
 HA1632
 HA1632.The horizontal coordinates were established by classical geodetic methods
 HA1632.and adjusted by the National Geodetic Survey in December 1995..
 HA1632
 HA1632.The orthometric height was scaled from a topographic map.
 HA1632
 HA1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1632
 HA1632.The geoid height was determined by GEOID03.
 HA1632
 HA1632;                    North         East     Units Scale Factor Converg.
 HA1632;SPC KY1Z     - 1,083,278.490 1,334,337.788   MT  1.00000351   -1 08 37.5
 HA1632;SPC KY1Z     - 3,554,056.18  4,377,739.89   sFT  1.00000351   -1 08 37.5
 HA1632;SPC KY S     -   583,249.460   334,345.380   MT  0.99995607   -1 07 47.3
 HA1632;SPC KY S     - 1,913,544.27  1,096,931.47   sFT  0.99995607   -1 07 47.3
 HA1632;UTM  16      - 4,102,679.174   445,513.159   MT  0.99963657   -0 22 10.1
 HA1632
 HA1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1632!SPC KY1Z     -   0.99997388  x   1.00000351  =   0.99997739
 HA1632!SPC KY S     -   0.99997388  x   0.99995607  =   0.99992995
 HA1632!UTM  16      -   0.99997388  x   0.99963657  =   0.99961046
 HA1632
 HA1632|---------------------------------------------------------------------|
 HA1632| PID    Reference Object                     Distance      Geod. Az  |
 HA1632|                                                           dddmmss.s |
 HA1632| CG8707 KEYS RM 1                            23.776 METERS 11434     |
 HA1632| CG8708 KEYS RM 2                            20.463 METERS 22027     |
 HA1632| HA1634 PENNYRILE LOOKOUT TOWER             APPROX. 5.9 KM 2352548.0 |
 HA1632| CG8706 KEYS AZ MK                                         3225718.6 |
 HA1632| HA1639 OUTWOOD VETERANS HOSP TANK          APPROX. 9.0 KM 3312417.0 |
 HA1632|---------------------------------------------------------------------|
 HA1632
 HA1632                          SUPERSEDED SURVEY CONTROL
 HA1632
 HA1632  NAD 83(1986)-  37 04 07.65281(N)    087 36 46.53565(W) AD(       ) 3
 HA1632  NAD 27      -  37 04 07.48590(N)    087 36 46.51642(W) AD(       ) 3
 HA1632
 HA1632.Superseded values are not recommended for survey control.
 HA1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1632.See file dsdata.txt to determine how the superseded data were derived.
 HA1632
 HA1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4551302679(NAD 83)
 HA1632_MARKER: DS = TRIANGULATION STATION DISK
 HA1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1632
 HA1632  HISTORY     - Date     Condition        Report By
 HA1632  HISTORY     - 1962     MONUMENTED       CGS
 HA1632
 HA1632                          STATION DESCRIPTION
 HA1632
 HA1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1632'THE STATION IS ABOUT 8 MILES SOUTHEAST OF DAWSON SPRINGS, 0.15 MILE
 HA1632'EAST OF THE JUNCTION OF STATE HIGHWAYS 109 AND 800, ON THE PROPERTY
 HA1632'OF MR. CLARENCE L. KEYS.  IT IS 79 FEET NORTHWEST OF A POWER POLE, 69
 HA1632'FEET NORTH OF THE CENTERLINE OF HIGHWAY 800, 67 FEET NORTHEAST OF
 HA1632'A WITNESS POST AND 45.5 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE.
 HA1632'THE MONUMENT IS 18 INCHES UNDERGROUND AND THE DISK IS STAMPED
 HA1632'KEYS 1962.
 HA1632'
 HA1632'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY 109
 HA1632'IN DAWSON SPRINGS, GO EAST AND SOUTHEASTERLY ON STATE HIGHWAY
 HA1632'109 FOR 2.7 MILES TO THE ENTRANCE TO THE VETERANS HOSPITAL AT
 HA1632'OUTWOOD.  CONTINUE SOUTHEASTERLY ON HIGHWAY 109 FOR 5.65 MILES TO
 HA1632'THE AZIMUTH MARK ON THE RIGHT AND TWO GAS PUMPS AND A SMALL GROCERY
 HA1632'STORE ON THE LEFT.  CONTINUE SOUTHEAST ON HIGHWAY 109 FOR 0.55 MILE
 HA1632'TO A SIDE ROAD LEFT, STATE HIGHWAY 800.  TURN LEFT AND GO EAST ON
 HA1632'HIGHWAY 800 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 HA1632'
 HA1632'REFERENCE MARK 1 IS 115 FEET NORTHEAST OF THE WITNESS POST, 36 FEET
 HA1632'NORTH OF THE CENTERLINE OF HIGHWAY 800 AND 1 FOOT WEST OF THE
 HA1632'POWER POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HA1632'KEYS NO 1 1962.
 HA1632'
 HA1632'REFERENCE MARK 2 IS 49 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 HA1632'HOUSE, 17 FEET NORTH OF THE CENTERLINE OF HIGHWAY 800, 15 FEET EAST
 HA1632'OF THE CENTERLINE OF A DRIVEWAY AND 1 FOOT NORTHWEST OF THE WITNESS
 HA1632'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED KEYS NO 2
 HA1632'1962.
 HA1632'
 HA1632'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 HA1632'109, 9 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME SHED, 4
 HA1632'FEET WEST OF A FENCE CORNER AND 2 FEET EAST OF A WITNESS POST.  THE
 HA1632'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED KEYS 1962.
 HA1632'
 HA1632'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2619 ***********************************************************************
 GB2619  DESIGNATION -  KIDDER
 GB2619  PID         -  GB2619
 GB2619  STATE/COUNTY-  KY/WAYNE
 GB2619  USGS QUAD   -  COOPERSVILLE (1983)
 GB2619
 GB2619                         *CURRENT SURVEY CONTROL
 GB2619  ___________________________________________________________________
 GB2619* NAD 83(1993)-  36 52 27.19240(N)    084 39 58.17091(W)     ADJUSTED  
 GB2619* NAVD 88     -       409.     (meters)    1342.     (feet)  SCALED    
 GB2619  ___________________________________________________________________
 GB2619  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 GB2619  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GB2619
 GB2619  HORZ ORDER  -  SECOND
 GB2619
 GB2619.The horizontal coordinates were established by classical geodetic methods
 GB2619.and adjusted by the National Geodetic Survey in December 1995..
 GB2619
 GB2619.The orthometric height was scaled from a topographic map.
 GB2619
 GB2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2619
 GB2619.The geoid height was determined by GEOID03.
 GB2619
 GB2619;                    North         East     Units Scale Factor Converg.
 GB2619;SPC KY1Z     - 1,060,592.683 1,596,636.510   MT  1.00005660   +0 39 55.6
 GB2619;SPC KY1Z     - 3,479,627.83  5,238,298.28   sFT  1.00005660   +0 39 55.6
 GB2619;SPC KY S     -   560,578.395   596,628.911   MT  0.99997742   +0 39 26.3
 GB2619;SPC KY S     - 1,839,164.28  1,957,440.02   sFT  0.99997742   +0 39 26.3
 GB2619;UTM  16      - 4,083,462.332   708,013.820   MT  1.00013309   +1 24 03.4
 GB2619
 GB2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2619!SPC KY1Z     -   0.99994051  x   1.00005660  =   0.99999710
 GB2619!SPC KY S     -   0.99994051  x   0.99997742  =   0.99991793
 GB2619!UTM  16      -   0.99994051  x   1.00013309  =   1.00007359
 GB2619
 GB2619|---------------------------------------------------------------------|
 GB2619| PID    Reference Object                     Distance      Geod. Az  |
 GB2619|                                                           dddmmss.s |
 GB2619| DB9543 KIDDER RM 1                          22.708 METERS 02548     |
 GB2619| DB9544 KIDDER RM 2                          22.132 METERS 14349     |
 GB2619| DB9542 KIDDER AZ MK                                       2840753.3 |
 GB2619|---------------------------------------------------------------------|
 GB2619
 GB2619                          SUPERSEDED SURVEY CONTROL
 GB2619
 GB2619  NAD 83(1986)-  36 52 27.20134(N)    084 39 58.17722(W) AD(       ) 2
 GB2619  NAD 27      -  36 52 26.92800(N)    084 39 58.39200(W) AD(       ) 2
 GB2619
 GB2619.Superseded values are not recommended for survey control.
 GB2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2619.See file dsdata.txt to determine how the superseded data were derived.
 GB2619
 GB2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF0801483462(NAD 83)
 GB2619_MARKER: DS = TRIANGULATION STATION DISK
 GB2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2619
 GB2619  HISTORY     - Date     Condition        Report By
 GB2619  HISTORY     - 1950     MONUMENTED       CGS
 GB2619
 GB2619                          STATION DESCRIPTION
 GB2619
 GB2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2619'STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF MONTICELLO AND 8 MILES
 GB2619'SOUTH OF THE COMMUNITY OF BRONSTON AND ON LAND OWNED BY JOHNIE
 GB2619'MARR.  IT IS 44 FEET NORTHEAST OF A 10 INCH PINE TREE WITH A TRIANGLE
 GB2619'BLAZED ON THE EAST SIDE, 21 FEET NORTH OF THE CENTER OF THE ROAD
 GB2619'AND 6.5 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 GB2619'4 INCHES AND THE DISK IS STAMPED KIDDER 1950.
 GB2619'
 GB2619'REFERENCE MARK NO. 1 IS IN AN OLD RAIL FENCE RUNNING NORTH AND SOUTH.
 GB2619'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED KIDDER
 GB2619'NO 1 1950.
 GB2619'
 GB2619'REFERENCE MARK NO. 2 IS 51 FEET SOUTH OF THE CENTER OF THE ROAD AND 9
 GB2619'FEET SOUTH OF AN 8 INCH OAK TREE.  THE MARK PROJECTS ABOUT 4
 GB2619'INCHES AND THE DISK IS STAMPED KIDDER NO 2 1950.
 GB2619'
 GB2619'AZIMUTH MARK IS 15 FEET SOUTH OF A GATE TO A SMALL CEMETERY, 13 FEET
 GB2619'SOUTHWEST OF A FENCE AND 3 FEET EAST OF A WHITE WITNESS POST.
 GB2619'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED KIDDER 1950.
 GB2619'
 GB2619'TO REACH THE STATION FROM THE OLD STATE HIGHWAY 90 AND T-ROAD SOUTH
 GB2619'IN BRONSTON WHICH IS 0.5 MILE EAST OF THE JUNCTION OF OLD STATE
 GB2619'HIGHWAY 90 AND THE NEW HIGHWAY 90, GO SOUTH ON GRAVEL ROAD, WHICH
 GB2619'TURNS INTO ROCK AND SMALL STONES, AND GO 6.7 MILES TO THE SMALL
 GB2619'COMMUNITY OF KIDDER, CONTINUE ON VERY ROUGH ROAD FOR 2.4 MILES TO A
 GB2619'GATE ON THE RIGHT AND A SMALL BUILDING ON THE LEFT, TURN RIGHT
 GB2619'THROUGH GATE AND GO 1.3 MILES TO A FARMHOUSE ON THE RIGHT, CONTINUE
 GB2619'0.1 MILE TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 GB2619'CONTINUE ON ROCK ROAD FOR 0.3 MILE TO A SMALL CEMETERY ON THE RIGHT
 GB2619'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GB2619'
 GB2619'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2482 ***********************************************************************
 GB2482  DESIGNATION -  KING
 GB2482  PID         -  GB2482
 GB2482  STATE/COUNTY-  KY/WHITLEY
 GB2482  USGS QUAD   -  ROCKHOLDS (1981)
 GB2482
 GB2482                         *CURRENT SURVEY CONTROL
 GB2482  ___________________________________________________________________
 GB2482* NAD 83(1993)-  36 50 58.68460(N)    084 05 35.14283(W)     ADJUSTED  
 GB2482* NAVD 88     -       570.     (meters)    1870.     (feet)  SCALED    
 GB2482  ___________________________________________________________________
 GB2482  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 GB2482  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB2482
 GB2482  HORZ ORDER  -  FIRST
 GB2482
 GB2482.The horizontal coordinates were established by classical geodetic methods
 GB2482.and adjusted by the National Geodetic Survey in December 1995..
 GB2482
 GB2482.The orthometric height was scaled from a topographic map.
 GB2482
 GB2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2482
 GB2482.The geoid height was determined by GEOID03.
 GB2482
 GB2482;                    North         East     Units Scale Factor Converg.
 GB2482;SPC KY1Z     - 1,058,614.860 1,647,775.480   MT  1.00006411   +1 01 02.2
 GB2482;SPC KY1Z     - 3,473,138.92  5,406,076.72   sFT  1.00006411   +1 01 02.2
 GB2482;SPC KY S     -   558,591.561   647,763.377   MT  0.99998093   +1 00 17.5
 GB2482;SPC KY S     - 1,832,645.81  2,125,203.68   sFT  0.99998093   +1 00 17.5
 GB2482;UTM  16      - 4,082,137.074   759,184.852   MT  1.00042767   +1 44 39.4
 GB2482
 GB2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2482!SPC KY1Z     -   0.99991528  x   1.00006411  =   0.99997938
 GB2482!SPC KY S     -   0.99991528  x   0.99998093  =   0.99989621
 GB2482!UTM  16      -   0.99991528  x   1.00042767  =   1.00034291
 GB2482
 GB2482|---------------------------------------------------------------------|
 GB2482| PID    Reference Object                     Distance      Geod. Az  |
 GB2482|                                                           dddmmss.s |
 GB2482| DB9552 KING RM 3                             6.197 METERS 09855     |
 GB2482| DB9550 KING RM 1                             1.860 METERS 27241     |
 GB2482| DB9551 KING RM 2                             8.620 METERS 34004     |
 GB2482| DB9553 KING RM 4                             5.233 METERS 35224     |
 GB2482| GB2480 CORBIN MUNICIPAL TANK               APPROX.11.4 KM 3574157.2 |
 GB2482|---------------------------------------------------------------------|
 GB2482
 GB2482                          SUPERSEDED SURVEY CONTROL
 GB2482
 GB2482  NAD 83(1986)-  36 50 58.69311(N)    084 05 35.14694(W) AD(       ) 1
 GB2482  NAD 27      -  36 50 58.37400(N)    084 05 35.38000(W) AD(       ) 1
 GB2482
 GB2482.Superseded values are not recommended for survey control.
 GB2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2482.See file dsdata.txt to determine how the superseded data were derived.
 GB2482
 GB2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5918582137(NAD 83)
 GB2482_MARKER: H = DRILL HOLE
 GB2482_SETTING: 80 = SET IN A BOULDER
 GB2482_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GB2482
 GB2482  HISTORY     - Date     Condition        Report By
 GB2482  HISTORY     - 1892     MONUMENTED       CGS
 GB2482  HISTORY     - 1916     GOOD             USGS
 GB2482  HISTORY     - 1928     SEE DESCRIPTION  CGS
 GB2482  HISTORY     - 1930     GOOD             CGS
 GB2482  HISTORY     - 1935     GOOD             CGS
 GB2482  HISTORY     - 1938     GOOD             CGS
 GB2482  HISTORY     - 1949     SEE DESCRIPTION  CGS
 GB2482  HISTORY     - 1950     GOOD             CGS
 GB2482
 GB2482                          STATION DESCRIPTION
 GB2482
 GB2482'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 GB2482'IN 1916 U.  S.  GEOLOGICAL SURVEY
 GB2482'REPORTED HICKORY TREE 14
 GB2482'INCHES IN DIAMETER, 39 FEET FROM STATION N 14 DEG 60 MIN W,
 GB2482'BLACK OAK
 GB2482'TREE 10 INCHES IN DIAMETER, 16.5 FEET FROM STATION
 GB2482'N 89 DEG 51 MIN E
 GB2482'STONE SET IN GROUND WITH SMALL DRILL HOLE
 GB2482'AND ARROW POINTING TOWARD STATION, 6 FEET FROM
 GB2482'STATION S 82 DEG 13 MIN W.
 GB2482
 GB2482                          STATION RECOVERY (1928)
 GB2482
 GB2482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 GB2482'IN 1928 STATION RECOVERED IN GOOD CONDITION,
 GB2482'RE-MARKED, AND
 GB2482'TWO REFERENCE MARKS ESTABLISHED.  SURFACE MARK IS STANDARD DISK
 GB2482'STATION MARK SET IN
 GB2482'DRILL HOLE IN LARGE ROCK, FLUSH WITH SURFACE.
 GB2482'REFERENCE MARKS ARE STANDARD REFERENCE
 GB2482'DISKS IN LARGE ROCKS, FLUSH
 GB2482'WITH SURFACE.  REFERENCE MARK NO.  1 IS 1.86 METERS (6.1
 GB2482'FEET) FROM
 GB2482'STATION N 87 DEG 19 MIN W.  REFERENCE MARK NO. 2 IS 8.62
 GB2482'METERS (28.3 FEET)
 GB2482'FROM STATION N 69 DEG 56 MIN W.
 GB2482
 GB2482                          STATION RECOVERY (1930)
 GB2482
 GB2482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 GB2482'ABOUT 2.5 MILES NE OF ROCKHOLDS, ON E END OF HIGHEST PART OF KING
 GB2482'MOUNTAIN WHICH IS
 GB2482'KNOWN LOCALLY AS BALD KNOB.  SURFACE MARK IS 1-INCH
 GB2482'DRILL HOLE AT INTERSECTION OF N-S
 GB2482'AND E-W GROOVES, SURROUNDED BY
 GB2482'LETTERS U.S.C.S.  CUT IN TOP OF STONE 2-1/2 FEET
 GB2482'LONG WITH TOP
 GB2482'PROJECTING 4 INCHES ABOVE GROUND.  UNDERGROUND MARK IS 1-INCH DRILL
 GB2482'HOLE THROUGH
 GB2482'THIN FLAT ROCK ABOUT 3 FEET BELOW SURFACE.  FOUR
 GB2482'REFERENCE MARKS OR POINTERS ARE
 GB2482'2 METERS (7 FEET) N, E, S, AND W OF STATION.
 GB2482
 GB2482                          STATION RECOVERY (1935)
 GB2482
 GB2482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GB2482'SURFACE AND REFERENCE MARKERS IN GOOD CONDITION.  DESCRIPTION
 GB2482'SATISFACTORY.
 GB2482
 GB2482                          STATION RECOVERY (1938)
 GB2482
 GB2482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (LM)
 GB2482'ABOUT 2.5 MILES NORTHEAST OF ROCKHOLD ON THE EAST AND HIGHEST PART
 GB2482'OF KING MOUNTAIN KNOW LOCALLY AS BALD KNOB.
 GB2482'STATION MARK IS A STANDARD DISC SET IN DRILL HOLE IN A LARGE ROCK SET
 GB2482'FLUSH WITH THE
 GB2482'GROUND.  REFERENCE MARK, A DRILL HOLE IN ROCK WITH
 GB2482'ARROW POINTING TOWARD STATION
 GB2482'RECOVERED BUT THIS ROCK WAS LYING ON
 GB2482'TOP OF THE GROUND AND WAS PROBABLY OF NO VALUE.
 GB2482'TWO OTHER REFERENCE
 GB2482'MARKS ESTABLISHED WERE NOT FOUND.
 GB2482
 GB2482                          STATION RECOVERY (1949)
 GB2482
 GB2482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2482'STATION WAS RECOVERED AS DESCRIBED AND ALL SURFACE MARKS HAS BEEN
 GB2482'DESTROYED.  THE
 GB2482'UNDERGROUND MARK WAS RECOVERED IN VERY GOOD CONDITION AND LOWERED
 GB2482'BY THIS PARTY.  A NEW
 GB2482'SURFACE MARK AND TWO NEW REFERENCE MARKS WERE
 GB2482'SET BY THIS PARTY.  A COMPLETE NEW
 GB2482'DESCRIPTION FOLLOWS-
 GB2482'
 GB2482'STATION IS LOCATED ABOUT 6 MILES SOUTH OF CORBIN ON THE EAST END OF
 GB2482'THE HIGHEST POINT OF
 GB2482'KING MOUNTAIN, LOCALY KNOWN AS BALD KNOB.  THE KNOB
 GB2482'IS BARE AND HAS A SMALL AMOUNT OF
 GB2482'BRUSH AROUND THE STATION.  THE MARK
 GB2482'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GB2482'KING 1892 1949.
 GB2482'
 GB2482'REFERENCE MARK NO. 3 IS 20.33 FEET EAST OF THE STATION.  THE MARK
 GB2482'PROJECTS ABOUT 3 INCHES
 GB2482'AND THE DISK IS STAMPED KING NO.  3 1949.
 GB2482'
 GB2482'REFERENCE MARK NO. 4 IS 17.17 FEET NORTH OF THE STATION.  THE MARK IS
 GB2482'FLUSH WITH THE GROUND
 GB2482'AND THE DISK IS STAMPED KING NO.  4 1949.
 GB2482'
 GB2482'THE CORBIN MUNI. WATER TANK CAN BE SEEN FROM THE GROUND AND WAS USED
 GB2482'AS AN AZIMUTH MARK.
 GB2482'
 GB2482'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB2482'HIGHWAY 26 ABOUT ONE MILE
 GB2482'SOUTH OF CORBIN, GO SOUTH ON HIGHWAY 26 FOR 8.9
 GB2482'MILES TO A T-ROAD LEFT JUST BEFORE
 GB2482'REACHING THE RAILROAD CROSSING,
 GB2482'TURN LEFT ON DIRT ROAD AND GO 0.9 MILE TO A T-ROAD
 GB2482'RIGHT, TURN RIGHT
 GB2482'AND GO 0.05 MILE TO A LOCKED GATE, PASS THRU GATE AND GO UP STEEP
 GB2482'GRADE FOR 0.8 MILE
 GB2482'TO THE TOP OF THE HILL AND A SMALL WOODEN BRIDGE
 GB2482'ON THE RIGHT AND END OF TRUCK TRAVEL,
 GB2482'TURN RIGHT AND CROSS BRIDGE AND
 GB2482'GO ABOUT 75 YARDS, TURN LEFT AND FOLLOW TRACK ROAD
 GB2482'AROUND THE RIDGE
 GB2482'TO THE THIRD AND HIGHEST RIDGE AND STATION AS DESCRIBED.  (DISTANCE
 GB2482'ABOUT 0.7 MILE.)
 GB2482'
 GB2482'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 GB2482
 GB2482                          STATION RECOVERY (1950)
 GB2482
 GB2482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2482'STATION WAS RECOVERED AS DESCRIBED IN THE 1949 DESCRIPTION AND ALL
 GB2482'MARKS WERE FOUND IN GOOD
 GB2482'CONDITION.  THE 1949 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2455 ***********************************************************************
 HY2455  DESIGNATION -  KIRBY USGS 1953
 HY2455  PID         -  HY2455
 HY2455  STATE/COUNTY-  KY/FLEMING
 HY2455  USGS QUAD   -  ELIZAVILLE (1978)
 HY2455
 HY2455                         *CURRENT SURVEY CONTROL
 HY2455  ___________________________________________________________________
 HY2455* NAD 83(1993)-  38 24 47.26051(N)    083 47 32.67909(W)     ADJUSTED  
 HY2455* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 HY2455  ___________________________________________________________________
 HY2455  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 HY2455  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HY2455
 HY2455  HORZ ORDER  -  SECOND
 HY2455
 HY2455.The horizontal coordinates were established by classical geodetic methods
 HY2455.and adjusted by the National Geodetic Survey in December 1995..
 HY2455
 HY2455.The orthometric height was scaled from a topographic map.
 HY2455
 HY2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2455
 HY2455.The geoid height was determined by GEOID03.
 HY2455
 HY2455;                    North         East     Units Scale Factor Converg.
 HY2455;SPC KY1Z     - 1,232,617.834 1,670,949.521   MT  0.99994873   +1 12 06.8
 HY2455;SPC KY1Z     - 4,044,013.68  5,482,106.89   sFT  0.99994873   +1 12 06.8
 HY2455;SPC KY N     -   101,453.724   539,963.002   MT  0.99996252   +0 17 04.7
 HY2455;SPC KY N     -   332,852.76  1,771,528.62   sFT  0.99996252   +0 17 04.7
 HY2455;UTM  17      - 4,255,347.093   256,193.324   MT  1.00033209   -1 44 09.1
 HY2455
 HY2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2455!SPC KY1Z     -   0.99995772  x   0.99994873  =   0.99990645
 HY2455!SPC KY N     -   0.99995772  x   0.99996252  =   0.99992024
 HY2455!UTM  17      -   0.99995772  x   1.00033209  =   1.00028980
 HY2455
 HY2455                          SUPERSEDED SURVEY CONTROL
 HY2455
 HY2455  NAD 83(1986)-  38 24 47.26720(N)    083 47 32.68659(W) AD(       ) 2
 HY2455  NAD 27      -  38 24 46.99000(N)    083 47 32.97300(W) AD(       ) 2
 HY2455
 HY2455.Superseded values are not recommended for survey control.
 HY2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2455.See file dsdata.txt to determine how the superseded data were derived.
 HY2455
 HY2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5619355347(NAD 83)
 HY2455_MARKER: DD = SURVEY DISK
 HY2455_SETTING: 0 = UNSPECIFIED SETTING
 HY2455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2455
 HY2455  HISTORY     - Date     Condition        Report By
 HY2455  HISTORY     - 1953     MONUMENTED       USGS
 HY2455
 HY2455                          STATION DESCRIPTION
 HY2455
 HY2455'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HY2455'STATION IS LOCATED ON THE PROPERTY OF J.A. KIRBY ABOUT 4 MILES WEST
 HY2455'OF FLEMINGSBURG AND ABOUT 1/2 MILE EAST OF MR. KIRBYS FARM BUILDINGS.
 HY2455'
 HY2455'KIRBY (USGS) RM IS 9 FEET
 HY2455'SOUTHEAST OF A 20 INCH LOCUST TREE, 6 FEET NORTH OF THE CENTER OF THE
 HY2455'LANE AND 2 FEET SOUTH OF THE FENCE.  THE MARK IS A 4 INCH IRON PIPE,
 HY2455'PROJECTING ABOUT 24 INCHES WITH A U.S. GEOLOGICAL SURVEY AND STATE
 HY2455'SURVEY CAP DISK ON THE TOP STAMPED KY.  (NOTE) THIS MARK IS A
 HY2455'REFERENCE MARK FOR U.S.G.S. STATION KIRBY, FLEMING COUNTY KENTUCKY,
 HY2455'WHICH WAS NOT RECOVERED.  THE MARK IS SLIGHTLY BENT, EVIDENTLY BY
 HY2455'FARM MACHINERY.
 HY2455'
 HY2455'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 32, 1
 HY2455'BLOCK SOUTHWEST OF THE COURTHOUSE IN FLEMINGSBURG, GO SOUTHWEST AND
 HY2455'WEST ON HIGHWAY 32 FOR 3.8 MILES TO A GRAVEL ROAD LEFT.  TURN LEFT
 HY2455'AND GO 0.6 MILE TO A FARM LANE LEFT.  TURN LEFT ON LANE AND GO EAST
 HY2455'FOR 0.05 MILE TO MR. KIRBYS FARM BUILDINGS.
 HY2455'CONTINUE EAST ON FARM LANE FOR 0.4 MILE TO THE STATION ON
 HY2455'THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1333 ***********************************************************************
 HA1333  DESIGNATION -  KIRK
 HA1333  PID         -  HA1333
 HA1333  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1333  USGS QUAD   -  KINGSWOOD (1993)
 HA1333
 HA1333                         *CURRENT SURVEY CONTROL
 HA1333  ___________________________________________________________________
 HA1333* NAD 83(1993)-  37 41 08.16459(N)    086 27 05.48102(W)     ADJUSTED  
 HA1333* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 HA1333  ___________________________________________________________________
 HA1333  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 HA1333  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HA1333
 HA1333  HORZ ORDER  -  THIRD
 HA1333
 HA1333.The horizontal coordinates were established by classical geodetic methods
 HA1333.and adjusted by the National Geodetic Survey in December 1995..
 HA1333
 HA1333.The orthometric height was scaled from a topographic map.
 HA1333
 HA1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1333
 HA1333.The geoid height was determined by GEOID03.
 HA1333
 HA1333;                    North         East     Units Scale Factor Converg.
 HA1333;SPC KY1Z     - 1,150,310.528 1,438,127.550   MT  0.99991046   -0 25 50.5
 HA1333;SPC KY1Z     - 3,773,977.12  4,718,256.80   sFT  0.99991046   -0 25 50.5
 HA1333;SPC KY S     -   650,299.152   438,124.212   MT  0.99996416   -0 25 31.6
 HA1333;SPC KY S     - 2,133,523.13  1,437,412.52   sFT  0.99996416   -0 25 31.6
 HA1333;UTM  16      - 4,171,074.268   548,359.905   MT  0.99962881   +0 20 07.1
 HA1333
 HA1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1333!SPC KY1Z     -   0.99996404  x   0.99991046  =   0.99987451
 HA1333!SPC KY S     -   0.99996404  x   0.99996416  =   0.99992820
 HA1333!UTM  16      -   0.99996404  x   0.99962881  =   0.99959287
 HA1333
 HA1333|---------------------------------------------------------------------|
 HA1333| PID    Reference Object                     Distance      Geod. Az  |
 HA1333|                                                           dddmmss.s |
 HA1333| CG8719 KIRK RM 1                             9.982 METERS 00345     |
 HA1333| CG8720 KIRK RM 2                            10.378 METERS 27233     |
 HA1333| HA1336 KIRK 2 AZ MK                        408.672 METERS 3171219.6 |
 HA1333| CG8718 KIRK AZ MK                                         3201623.9 |
 HA1333| HA1335 KIRK 2                              387.540 METERS 34957     |
 HA1333| HA1345 HARDINSBURG MUNICIPAL TANK          APPROX.10.7 KM 3581826.5 |
 HA1333|---------------------------------------------------------------------|
 HA1333
 HA1333                          SUPERSEDED SURVEY CONTROL
 HA1333
 HA1333  NAD 83(1986)-  37 41 08.17266(N)    086 27 05.48673(W) AD(       ) 3
 HA1333  NAD 27      -  37 41 07.97000(N)    086 27 05.57900(W) AD(       ) 3
 HA1333
 HA1333.Superseded values are not recommended for survey control.
 HA1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1333.See file dsdata.txt to determine how the superseded data were derived.
 HA1333
 HA1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4836071074(NAD 83)
 HA1333_MARKER: DS = TRIANGULATION STATION DISK
 HA1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1333
 HA1333  HISTORY     - Date     Condition        Report By
 HA1333  HISTORY     - 1950     MONUMENTED       CGS
 HA1333  HISTORY     - 1979     GOOD             NGS
 HA1333
 HA1333                          STATION DESCRIPTION
 HA1333
 HA1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1333'STATION IS LOCATED ABOUT 7 MILES SOUTH OF HARDINSBURG AND 4 MILES
 HA1333'SOUTHEAST OF MC QUADY AND ON THE EAST END OF A RIDGE OWNED BY MRS.
 HA1333'C. S. RHODES.  IT IS ABOUT 250 FEET SOUTHWEST OF AN OLD BARN, 20 FEET
 HA1333'NORTHEAST OF A TRIPLE 4 INCH DOG WOOD TREE AND 4 FEET WEST OF A
 HA1333'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 HA1333'STAMPED KIRK 1950.
 HA1333'
 HA1333'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE HILL.  THE MARK
 HA1333'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED KIRK NO 1 1950.
 HA1333'
 HA1333'REFERENCE MARK NO. 2 PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 HA1333'KIRK NO 2 1950.
 HA1333'
 HA1333'AZIMUTH MARK IS IN AN EAST-WEST FENCELINE.  IT IS 13 FEET SOUTH OF
 HA1333'THE CENTER OF THE ROAD AND 2 FEET EAST OF A WHITE WITNESS POST.
 HA1333'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED KIRK 1950.
 HA1333'
 HA1333'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HA1333'HIGHWAY 261 IN HARDINSBURG, GO SOUTH ON HIGHWAY 261 FOR 4.2 MILES TO
 HA1333'A T-ROAD LEFT, TURN LEFT AND GO 0.8 MILE TO A RIGHT FORK, TAKE RIGHT
 HA1333'FORK AND GO 2.5 MILES TO A DIRT T-ROAD LEFT, TURN LEFT ON DIRT
 HA1333'ROAD AND GO 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 HA1333'CONTINUE ON THE DIRT ROAD FOR 0.1 MILE TO A WIRE GATE ON THE
 HA1333'RIGHT, TURN RIGHT, PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.2
 HA1333'MILE TO THE INTERSECTION OF AN EAST-WEST LANE.  FROM HERE CONTINUE
 HA1333'STRAIGHT AHEAD UP STEEP HILL ABOUT 0.1 MILE TO THE STATION AS
 HA1333'DESCRIBED.
 HA1333'
 HA1333'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HA1333
 HA1333                          STATION RECOVERY (1979)
 HA1333
 HA1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HA1333'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 HA1333'FOUND DISTRUBED BY EQUIPMENT.  REFERENCE MARK 2 WAS FOUND WITH THE
 HA1333'TOP PORTION BROKEN OFF AND THE DISK GONE.  THE AZIMUTH MARK WAS NOT
 HA1333'FOUND AND IS ASSUMED DESTROYED BY ROAD WORK.  THE ENTIRE RIDGE THAT
 HA1333'THE STATION IS ON IS TO BE GRADED OFF FOR A HOME SITE AND THE STATION
 HA1333'WILL BE DESTROYED.  A NEW STATION KIRK 2 1980 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1335 ***********************************************************************
 HA1335  DESIGNATION -  KIRK 2
 HA1335  PID         -  HA1335
 HA1335  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1335  USGS QUAD   -  KINGSWOOD (1993)
 HA1335
 HA1335                         *CURRENT SURVEY CONTROL
 HA1335  ___________________________________________________________________
 HA1335* NAD 83(1993)-  37 41 20.54169(N)    086 27 08.24096(W)     ADJUSTED  
 HA1335* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 HA1335  ___________________________________________________________________
 HA1335  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 HA1335  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HA1335
 HA1335  HORZ ORDER  -  THIRD
 HA1335
 HA1335.The horizontal coordinates were established by classical geodetic methods
 HA1335.and adjusted by the National Geodetic Survey in December 1995..
 HA1335.No horizontal observational check was made to the station.
 HA1335
 HA1335.The orthometric height was scaled from a topographic map.
 HA1335
 HA1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1335
 HA1335.The geoid height was determined by GEOID03.
 HA1335
 HA1335;                    North         East     Units Scale Factor Converg.
 HA1335;SPC KY1Z     - 1,150,692.587 1,438,062.806   MT  0.99991026   -0 25 52.2
 HA1335;SPC KY1Z     - 3,775,230.60  4,718,044.39   sFT  0.99991026   -0 25 52.2
 HA1335;SPC KY S     -   650,681.225   438,059.430   MT  0.99996453   -0 25 33.3
 HA1335;SPC KY S     - 2,134,776.65  1,437,199.98   sFT  0.99996453   -0 25 33.3
 HA1335;UTM  16      - 4,171,455.319   548,290.079   MT  0.99962872   +0 20 05.5
 HA1335
 HA1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1335!SPC KY1Z     -   0.99996907  x   0.99991026  =   0.99987933
 HA1335!SPC KY S     -   0.99996907  x   0.99996453  =   0.99993360
 HA1335!UTM  16      -   0.99996907  x   0.99962872  =   0.99959780
 HA1335
 HA1335|---------------------------------------------------------------------|
 HA1335| PID    Reference Object                     Distance      Geod. Az  |
 HA1335|                                                           dddmmss.s |
 HA1335| CG8725 KIRK 2 RM 4                           7.703 METERS 06554     |
 HA1335| HA1333 KIRK                                387.540 METERS 16957     |
 HA1335| HA1336 KIRK 2 AZ MK                        225.357 METERS 24844     |
 HA1335| CG8724 KIRK 2 RM 3                          14.396 METERS 33801     |
 HA1335|---------------------------------------------------------------------|
 HA1335
 HA1335                          SUPERSEDED SURVEY CONTROL
 HA1335
 HA1335  NAD 83(1986)-  37 41 20.54979(N)    086 27 08.24661(W) AD(       ) 3
 HA1335  NAD 27      -  37 41 20.34732(N)    086 27 08.33845(W) AD(       ) 3
 HA1335
 HA1335.Superseded values are not recommended for survey control.
 HA1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1335.See file dsdata.txt to determine how the superseded data were derived.
 HA1335
 HA1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4829071455(NAD 83)
 HA1335_MARKER: DS = TRIANGULATION STATION DISK
 HA1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1335_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1335_STAMPING: KIRK 2 1980
 HA1335_MARK LOGO: NGS   
 HA1335
 HA1335  HISTORY     - Date     Condition        Report By
 HA1335  HISTORY     - 1980     MONUMENTED       NGS
 HA1335
 HA1335                          STATION DESCRIPTION
 HA1335
 HA1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 HA1335'LOCATED ABOUT 7 MILES SOUTH OF HARDINSBURG, ON ROAD RIGHT OF WAY, IN
 HA1335'AN EAST-WEST FENCE LINE, 27 FEET SOUTH OF THE CENTERLINE OF PAVED ROAD
 HA1335'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3
 HA1335'INCHES AND THE DISK IS STAMPED---KIRK 2 1980---.
 HA1335'
 HA1335'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60 AND STATE
 HA1335'HIGHWAY 261 AT HARDINSBURG, GO SOUTH ON HIGHWAY 261 FOR 4.2 MILES TO
 HA1335'A PAVED ROAD LEFT.  TURN LEFT AND GO EASTERLY AND SOUTH ON PAVED ROAD
 HA1335'FOR 5.0 MILES TO A ROAD FORK KEEP MAIN ROAD AND GO FOR 2.5 MILES TO
 HA1335'A PAVED ROAD LEFT.  TURN LEFT AND GO EAST ON PAVED ROAD FOR 0.4 MILE
 HA1335'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON PAVED ROAD FOR 0.2
 HA1335'MILE TO THE STATION ON THE RIGHT.
 HA1335'
 HA1335'REFERENCE MARK 3 IS 20 FEET NORTH OF THE CENTERLINE OF THE ROAD, 7
 HA1335'FEET SOUTH OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 HA1335'MONUMENT PROJECTS 3 INCHES, HAS A RAILROAD SPIKE IMBEDDED IN THE MARK
 HA1335'AND STAMPED---KIRK 2 NO 3 1980---.
 HA1335'
 HA1335'REFERENCE MARK 4 IS 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, IN
 HA1335'AN EAST-WEST FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 HA1335'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED---KIRK 2 NO 4
 HA1335'1980---
 HA1335'
 HA1335'THE AZIMUTH MARK IS 24 FEET EAST OF THE CENTERLINE OF A FIELD
 HA1335'ENTRANCE, 4 FEET SOUTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST
 HA1335'AND 23 FEET NORTH OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 HA1335'PROJECTS 3 INCHES AND THE DISK IS STAMPED---KIRK 2 1980---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2894 ***********************************************************************
 GZ2894  CBN         -  This is a Cooperative Base Network Control Station.
 GZ2894  DESIGNATION -  KIRKSVILLE RESET
 GZ2894  PID         -  GZ2894
 GZ2894  STATE/COUNTY-  KY/MADISON
 GZ2894  USGS QUAD   -  KIRKSVILLE (1979)
 GZ2894
 GZ2894                         *CURRENT SURVEY CONTROL
 GZ2894  ___________________________________________________________________
 GZ2894* NAD 83(1993)-  37 39 48.72791(N)    084 24 27.23635(W)     ADJUSTED  
 GZ2894* NAVD 88     -       306.8    (meters)    1007.     (feet)  GPS OBS   
 GZ2894  ___________________________________________________________________
 GZ2894  X           -     492,671.088 (meters)                     COMP
 GZ2894  Y           -  -5,031,489.436 (meters)                     COMP
 GZ2894  Z           -   3,876,116.107 (meters)                     COMP
 GZ2894  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 GZ2894  ELLIP HEIGHT-         274.91  (meters)          (11/03/04) GPS OBS
 GZ2894  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GZ2894
 GZ2894  HORZ ORDER  -  B
 GZ2894  ELLP ORDER  -  THIRD     CLASS I
 GZ2894
 GZ2894.The horizontal coordinates were established by GPS observations
 GZ2894.and adjusted by the National Geodetic Survey in September 1994..
 GZ2894
 GZ2894.The orthometric height was determined by GPS observations and a
 GZ2894.high-resolution geoid model.
 GZ2894
 GZ2894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ2894
 GZ2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2894
 GZ2894.The ellipsoidal height was determined by GPS observations
 GZ2894.and is referenced to NAD 83.
 GZ2894
 GZ2894.The geoid height was determined by GEOID03.
 GZ2894
 GZ2894;                    North         East     Units Scale Factor Converg.
 GZ2894;SPC KY1Z     - 1,148,480.940 1,618,431.456   MT  0.99991181   +0 49 27.1
 GZ2894;SPC KY1Z     - 3,767,974.55  5,309,803.87   sFT  0.99991181   +0 49 27.1
 GZ2894;SPC KY S     -   648,461.903   618,437.486   MT  0.99996188   +0 48 50.9
 GZ2894;SPC KY S     - 2,127,495.43  2,028,990.32   sFT  0.99996188   +0 48 50.9
 GZ2894;UTM  16      - 4,171,646.793   728,664.740   MT  1.00024408   +1 35 05.0
 GZ2894
 GZ2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2894!SPC KY1Z     -   0.99995686  x   0.99991181  =   0.99986868
 GZ2894!SPC KY S     -   0.99995686  x   0.99996188  =   0.99991874
 GZ2894!UTM  16      -   0.99995686  x   1.00024408  =   1.00020093
 GZ2894
 GZ2894|---------------------------------------------------------------------|
 GZ2894| PID    Reference Object                     Distance      Geod. Az  |
 GZ2894|                                                           dddmmss.s |
 GZ2894| DB6931 KIRKSVILLE RM 3                       2.890 METERS 05633     |
 GZ2894| DB9560 KIRKSVILLE AZ MK                                   1392608.8 |
 GZ2894| DB9561 KIRKSVILLE RM 1                      26.299 METERS 15937     |
 GZ2894| DB9562 KIRKSVILLE RM 2                      19.883 METERS 25443     |
 GZ2894|---------------------------------------------------------------------|
 GZ2894
 GZ2894                          SUPERSEDED SURVEY CONTROL
 GZ2894
 GZ2894  ELLIP H (09/07/94)  274.90   (m)                       GP(       ) 4 1
 GZ2894  NAD 83(1986)-  37 39 48.73591(N)    084 24 27.24312(W) AD(       ) 2
 GZ2894  NAD 27      -  37 39 48.44100(N)    084 24 27.47600(W) AD(       ) 2
 GZ2894  NGVD 29 (11/06/89)  307.0    (m)         1007.     (f) GPS OBS        
 GZ2894
 GZ2894.Superseded values are not recommended for survey control.
 GZ2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2894.See file dsdata.txt to determine how the superseded data were derived.
 GZ2894
 GZ2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2866571647(NAD 83)
 GZ2894_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2894_SP_SET: CONCRETE POST
 GZ2894_STAMPING: KIRKSVILLE 1951 1977
 GZ2894_MARK LOGO: NGS   
 GZ2894_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2894+STABILITY: SURFACE MOTION
 GZ2894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2894+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002
 GZ2894
 GZ2894  HISTORY     - Date     Condition        Report By
 GZ2894  HISTORY     - 1951     MONUMENTED       CGS
 GZ2894  HISTORY     - 1956     SEE DESCRIPTION  CGS
 GZ2894  HISTORY     - 1977     GOOD             NGS
 GZ2894  HISTORY     - 1977     GOOD             NGS
 GZ2894  HISTORY     - 19890404 GOOD             NGS
 GZ2894  HISTORY     - 19930826 GOOD             NGS
 GZ2894  HISTORY     - 20011008 GOOD             KYDT
 GZ2894  HISTORY     - 20021202 GOOD             WOOLPT
 GZ2894
 GZ2894                          STATION DESCRIPTION
 GZ2894
 GZ2894'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2894'STATION IS LOCATED ABOUT 4 MILES NORTH OF PAINT LICK IN THE NORTHEAST
 GZ2894'CORNER OF THE KIRKSVILLE CHRISTIAN CHURCH YARD.  IT IS 86 FEET
 GZ2894'NORTH OF THE NORTHEAST CORNER OF THE CHURCH, 34 FEET WEST OF THE
 GZ2894'CENTER OF STATE HIGHWAY NO. 595, 17 FEET NORTH OF THE CENTER OF
 GZ2894'DRIVEWAY INTO CHURCH YARD, 13 FEET WEST OF WHITE WITNESS POST AND 11
 GZ2894'FEET SOUTH OF FENCE LINE.  THE MARK IS SET FLUSH WITH THE GROUND
 GZ2894'SURFACE AND THE DISK IS STAMPED KIRKSVILLE 1951.
 GZ2894'
 GZ2894'REFERENCE MARK NO. 1 IS SET IN THE NORTHEAST CORNER OF THE CONCRETE
 GZ2894'SIDE WALK ON THE EAST SIDE AND MAIN ENTRANCE INTO CHURCH.  THE
 GZ2894'MARK IS SET FLUSH WITH THE CONCRETE SURFACE AND THE DISK STAMPED
 GZ2894'KIRKSVILLE NO. 1 1951.
 GZ2894'
 GZ2894'REFERENCE MARK NO. 2 IS 4 FEET SOUTH OF FENCE LINE AND 3 FEET EAST OF
 GZ2894'A 20 INCH WALNUT TREE.  THE MARK IS SET FLUSH WITH THE GROUND
 GZ2894'SURFACE AND THE DISK STAMPED KIRKSVILLE NO. 2 1951.
 GZ2894'
 GZ2894'THE AZIMUTH MARK IS 17 FEET EAST OF THE CENTER OF STATE HIGHWAY NO.
 GZ2894'595, 1 FOOT EAST OF NORTH-SOUTH FENCE LINE AND 3 FEET NORTH OF
 GZ2894'WHITE WITNESS POST SET IN BARN YARD.  THE MARK PROJECTS ABOUT 6
 GZ2894'INCHES AND THE DISK STAMPED KIRKSVILLE 1951.
 GZ2894'
 GZ2894'TO REACH THE STATION FROM THE CENTER OF TOWN IN PAINT LICK, GO
 GZ2894'NORTHEAST ON STATE HIGHWAY NO. 52 FOR 2 MILES TO PAVED SIDE ROAD
 GZ2894'LEFT, BEAR LEFT AND FOLLOW PAVED ROAD NORTH FOR 1.3 MILES TO THE
 GZ2894'AZIMUTH MARK ON THE EAST SIDE AS DESCRIBED, CONTINUE NORTH ON PAVED
 GZ2894'ROAD FOR 0.75 MILE TO THE KIRKSVILLE CHRISTIAN CHURCH ON THE WEST
 GZ2894'SIDE AND STATION AS DESCRIBED.
 GZ2894'
 GZ2894'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GZ2894
 GZ2894                          STATION RECOVERY (1956)
 GZ2894
 GZ2894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 GZ2894'STATION WAS FOUND ON A SMALL MOUND OF DIRT WHERE THE STATE HIGHWAY
 GZ2894'DEPARTMENT HAD BORROWED DIRT WHILE BUILDING NEW ROAD AND LEFT THIS
 GZ2894'MOUND IN THE CORNER OF THE CHURCH YARD.  A CROSS REFERENCE WAS SET UP
 GZ2894'TO HOLD THE CENTER, AND AFTER THE GRADING WAS FINISHED THE MARK
 GZ2894'WAS RESET AT THE SAME CENTER.
 GZ2894'
 GZ2894'THE ORIGINAL DESCRIPTION IS ADEQUATE, EXCEPT THE MARK IS NOW STAMPED
 GZ2894'KIRKSVILLE 1951 RESET 1956, AND THE FENCES AND WITNESS POST ARE
 GZ2894'GONE.
 GZ2894
 GZ2894                          STATION RECOVERY (1977)
 GZ2894
 GZ2894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GZ2894'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 GZ2894'WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 GZ2894'UPROOTED BY GRADING AND A NEW MARK WAS SET.  REFERENCE MARK 2 WAS
 GZ2894'NOT FOUND AN IT IS ASSUMED THAT IT WAS DESTROYED BY GRADING.
 GZ2894'REFERENCE MARK 3 WAS SET.  THE DISTANCE AND DIRECTION TO REFERENCE
 GZ2894'MARK 1 CHECKED.  A NEW DESCRIPTION FOLLOWS--
 GZ2894'
 GZ2894'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE KIRKSVILLE
 GZ2894'CHRISTIAN CHURCH YARD, 86 FEET NORTH OF THE NORTHEAST CORNER OF THE
 GZ2894'CHURCH, 29 FEET WEST OF THE CENTERLINE OF HIGHWAY 595, 117 FEET
 GZ2894'SOUTH OF THE CENTERLINE OF HIGHWAY 1295, 17 FEET NORTH OF THE
 GZ2894'CENTERLINE OF A DRIVEWAY, 10 FEET WEST OF THE NORTH CONCRETE GATE
 GZ2894'POST AND 24 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 GZ2894'BLOCK BUILDING.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GZ2894'KIRKSVILLE 1951 1977.
 GZ2894'
 GZ2894'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 GZ2894'NORTHEAST END OF A CONCRETE SIDEWALK ON THE EAST SIDE OF THE CHURCH,
 GZ2894'5 FEET EAST OF THE NORTHEAST CORNER OF THE CHURCH, 20 FEET NORTH OF
 GZ2894'THE CENTER OF THE EAST ENTRANCE, STAMPED KIRKSVILLE NO 1 1951.
 GZ2894'
 GZ2894'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GZ2894'MAGNETS, FLUSH WITH THE GROUND, STAMPED KIRKSVILLE 1951 NO 3 1977,
 GZ2894'6 INCHES NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH GATE POST,
 GZ2894'17 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, 19 FEET WEST OF
 GZ2894'THE CENTERLINE OF HIGHWAY 595 AND 29 FEET SOUTHEAST OF THE
 GZ2894'SOUTHEAST CORNER OF THE CONCRETE BLOCK BUILDING.
 GZ2894'
 GZ2894'THE AZIMUTH MARK IS 0.75 MILE SOUTHEAST ALONG HIGHWAY 595 FROM THE
 GZ2894'STATION, 16 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 62 FEET
 GZ2894'NORTH OF THE NORTHWEST CORNER OF A BARN, 2 FEET WEST OF A FENCE AND
 GZ2894'1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4
 GZ2894'INCHES AND THE DISK IS STAMPED KIRKSVILLE 1951.
 GZ2894'
 GZ2894'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KIRKSVILLE.
 GZ2894'
 GZ2894'HEIGHT OF LIGHT ABOVE STATION MARK IS 5 FEET.
 GZ2894
 GZ2894                          STATION RECOVERY (1977)
 GZ2894
 GZ2894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GZ2894'RECOVERED IN GOOD CONDITION.
 GZ2894
 GZ2894                          STATION RECOVERY (1989)
 GZ2894
 GZ2894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GZ2894'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 GZ2894'FOLLOWS.  THE STATION IS LOCATED IN THE TOWN OF KIRKSVILLE WHICH IS
 GZ2894'ABOUT 6.4 KM (4.00 MI) NORTHEAST OF PAINT LICK AND IN THE NORTHEAST
 GZ2894'CORNER OF THE KIRKSVILLE CHRISTIAN CHURCH YARD.  OWNERSHIP--KIRKSVILLE
 GZ2894'CHRISTIAN CHURCH, KIRKSVILLE, KENTUCKY.
 GZ2894'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROADS 21 AND 52 IN
 GZ2894'PAINT LICK, DRIVE EAST ON STATE ROAD 52 FOR 2.75 KM (1.70 MI) TO THE
 GZ2894'JUNCTION OF STATE ROAD 595 ON THE LEFT.  TURN LEFT AND GO NORTH ON
 GZ2894'STATE ROAD 595 FOR 3.22 KM (2.00 MI) TO THE KIRKSVILLE CHRISTIAN
 GZ2894'CHURCH AND THE STATION ON THE LEFT.
 GZ2894'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 GZ2894'STAMPED---KIRKSVILLE 1951 1977---, SET IN THE TOP OF A SQUARE CONCRETE
 GZ2894'POST THAT IS FLUSH WITH THE GROUND.  LOCATED 26.2 M (86.0 FT) NORTH OF
 GZ2894'THE NORTHEAST CORNER OF THE CHURCH, 8.8 M (28.9 FT) WEST FROM THE
 GZ2894'CENTER OF STATE HIGHWAY 595, 7.6 M (24.9 FT) SOUTHEAST OF THE
 GZ2894'SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 5.1 M (16.7 FT)
 GZ2894'SOUTHWEST FROM A FIBERGLASS WITNESS POST AND 3.1 M (10.2 FT) WEST OF
 GZ2894'THE NORTH CONCRETE GATE POST.
 GZ2894'DESCRIBED BY M.J. WELLSLAGER.
 GZ2894
 GZ2894                          STATION RECOVERY (1993)
 GZ2894
 GZ2894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GZ2894'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) SOUTHWEST OF RICHMOND, IN
 GZ2894'KIRKSVILLE, IN THE NORTHEAST CORNER OF THE KIRKSVILLE CHRISTIAN
 GZ2894'CHURCH YARD.  OWNERSHIP--UNKNOWN.
 GZ2894'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 AND
 GZ2894'SECONDARY STATE HIGHWAY 21 IN PAINT LICK, GO NORTHEAST ON HIGHWAY 52
 GZ2894'FOR 2.75 KM (1.70 MI) TO THE JUNCTION WITH STATE HIGHWAY 595 NORTH ON
 GZ2894'THE LEFT, TURN LEFT AND GO NORTH ON HIGHWAY 595 FOR 3.2 KM (2.00 MI)
 GZ2894'TO THE STATION ON THE LEFT, APPROXIMATELY 100 FT (30.5 M) SOUTH OF THE
 GZ2894'INTERSECTION OF STATE HIGHWAY 595 AND 1295 IN KIRKSVILLE.
 GZ2894'LOCATED 26.2 M (86.0 FT) NORTH FROM THE NORTHEAST CORNER OF THE
 GZ2894'CHURCH, 8.8 M (28.9 FT) WEST FROM THE CENTERLINE OF HIGHWAY 595, 3.1
 GZ2894'M (10.2 FT) WEST FROM THE NORTH CONCRETE GATE POST, 7.6 M (24.9 FT)
 GZ2894'SOUTHEAST FROM THE SOUTHEAST CORNER OF A ONE-STORY CONCRETE BLOCK
 GZ2894'BUILDING AND 5.1 M (16.7 FT) SOUTHWEST FROM A WITNESS POST.
 GZ2894
 GZ2894                          STATION RECOVERY (2001)
 GZ2894
 GZ2894'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (GT)
 GZ2894'RECOVERED IN GOOD CONDITION.
 GZ2894
 GZ2894                          STATION RECOVERY (2002)
 GZ2894
 GZ2894'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GZ2894'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1501 ***********************************************************************
 HZ1501  DESIGNATION -  KIRWINS
 HZ1501  PID         -  HZ1501
 HZ1501  STATE/COUNTY-  KY/JEFFERSON
 HZ1501  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1501
 HZ1501                         *CURRENT SURVEY CONTROL
 HZ1501  ___________________________________________________________________
 HZ1501* NAD 83(1986)-  38 15 51.     (N)    085 43 49.     (W)     SCALED    
 HZ1501* NAVD 88     -       134.567  (meters)     441.49   (feet)  ADJUSTED  
 HZ1501  ___________________________________________________________________
 HZ1501  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HZ1501  DYNAMIC HT  -         134.477 (meters)     441.20  (feet)  COMP
 HZ1501  MODELED GRAV-     979,953.8   (mgal)                       NAVD 88
 HZ1501
 HZ1501  VERT ORDER  -  FIRST     CLASS II
 HZ1501
 HZ1501.The horizontal coordinates were scaled from a topographic map and have
 HZ1501.an estimated accuracy of +/- 6 seconds.
 HZ1501
 HZ1501.The orthometric height was determined by differential leveling
 HZ1501.and adjusted by the National Geodetic Survey in June 1991..
 HZ1501
 HZ1501.The geoid height was determined by GEOID03.
 HZ1501
 HZ1501.The dynamic height is computed by dividing the NAVD 88
 HZ1501.geopotential number by the normal gravity value computed on the
 HZ1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1501.degrees latitude (g = 980.6199 gals.).
 HZ1501
 HZ1501.The modeled gravity was interpolated from observed gravity values.
 HZ1501
 HZ1501;                    North         East    Units  Estimated Accuracy
 HZ1501;SPC KY1Z     - 1,214,290.    1,501,730.      MT  (+/- 180 meters Scaled)
 HZ1501
 HZ1501                          SUPERSEDED SURVEY CONTROL
 HZ1501
 HZ1501  NGVD 29 (??/??/92)  134.717  (m)          441.98   (f) ADJ UNCH    1 2
 HZ1501
 HZ1501.Superseded values are not recommended for survey control.
 HZ1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1501.See file dsdata.txt to determine how the superseded data were derived.
 HZ1501
 HZ1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH110358(NAD 83)
 HZ1501_MARKER: B = BOLT
 HZ1501_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ1501_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ1501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1501
 HZ1501  HISTORY     - Date     Condition        Report By
 HZ1501  HISTORY     - UNK      MONUMENTED       OHGS
 HZ1501  HISTORY     - 1954     GOOD             NGS
 HZ1501
 HZ1501                          STATION DESCRIPTION
 HZ1501
 HZ1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1501'AT LOUISVILLE.
 HZ1501'AT LOUISVILLE, AT THE JUNCTION OF ADAMS AND FULTON STREETS, 25
 HZ1501'FEET EAST-NORTHEAST OF CENTER LINE OF ADAMS STREET, 30 1/2
 HZ1501'FEET SOUTH-SOUTHEAST AND ACROSS FULTON STREET FROM THE EXTREME
 HZ1501'SOUTH RAIL OF A RAILROAD TRACK, 18 FEET SOUTH-SOUTHEAST OF CENTER
 HZ1501'LINE OF FULTON STREET, 1 1/2 FEET WEST-NORTHWEST OF WEST
 HZ1501'FACE OF A CONCRETE PIPE 48-INCHES IN DIAMETER AND PROJECTING
 HZ1501'3 FEET OUT OF GROUND AND IS A BOLT SET ABOUT 8 INCHES UNDER
 HZ1501'GROUND ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE, THE
 HZ1501'PIPE BEING FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2773 ***********************************************************************
 GZ2773  DESIGNATION -  KNIGHT
 GZ2773  PID         -  GZ2773
 GZ2773  STATE/COUNTY-  KY/HARDIN
 GZ2773  USGS QUAD   -  UPTON (1993)
 GZ2773
 GZ2773                         *CURRENT SURVEY CONTROL
 GZ2773  ___________________________________________________________________
 GZ2773* NAD 83(1993)-  37 29 29.15204(N)    085 54 07.67314(W)     ADJUSTED  
 GZ2773* NAVD 88     -       289.6    (meters)     950.     (feet)  VERTCON   
 GZ2773  ___________________________________________________________________
 GZ2773  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 GZ2773  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GZ2773
 GZ2773  HORZ ORDER  -  FIRST
 GZ2773
 GZ2773.The horizontal coordinates were established by classical geodetic methods
 GZ2773.and adjusted by the National Geodetic Survey in December 1995..
 GZ2773
 GZ2773.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2773
 GZ2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2773
 GZ2773.The geoid height was determined by GEOID03.
 GZ2773
 GZ2773;                    North         East     Units Scale Factor Converg.
 GZ2773;SPC KY1Z     - 1,128,540.011 1,486,547.157   MT  0.99992738   -0 05 36.2
 GZ2773;SPC KY1Z     - 3,702,551.69  4,877,113.46   sFT  0.99992738   -0 05 36.2
 GZ2773;SPC KY S     -   628,530.515   486,546.864   MT  0.99994916   -0 05 32.1
 GZ2773;SPC KY S     - 2,062,103.86  1,596,279.17   sFT  0.99994916   -0 05 32.1
 GZ2773;UTM  16      - 4,149,956.668   597,053.327   MT  0.99971602   +0 40 05.7
 GZ2773
 GZ2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2773!SPC KY1Z     -   0.99995961  x   0.99992738  =   0.99988700
 GZ2773!SPC KY S     -   0.99995961  x   0.99994916  =   0.99990878
 GZ2773!UTM  16      -   0.99995961  x   0.99971602  =   0.99967565
 GZ2773
 GZ2773:                Primary Azimuth Mark                     Grid Az
 GZ2773:SPC KY1Z     -  I65 T 42                                 024 26 00.5
 GZ2773:SPC KY S     -  I65 T 42                                 024 25 56.4
 GZ2773:UTM  16      -  I65 T 42                                 023 40 18.6
 GZ2773
 GZ2773|---------------------------------------------------------------------|
 GZ2773| PID    Reference Object                     Distance      Geod. Az  |
 GZ2773|                                                           dddmmss.s |
 GZ2773| GZ2425 I65 T 42                            APPROX. 3.7 KM 0242024.3 |
 GZ2773| CG8727 KNIGHT RM 1                          18.395 METERS 14112     |
 GZ2773| CG8726 KNIGHT AZ MK                                       1430212.4 |
 GZ2773| HA1352 AIRWAY BEACON 74                    APPROX.12.2 KM 2372919.1 |
 GZ2773| CG8728 KNIGHT RM 2                          22.973 METERS 25832     |
 GZ2773| GZ2815 AIRWAY BEACON 75 A                  APPROX.12.4 KM 3565811.9 |
 GZ2773|---------------------------------------------------------------------|
 GZ2773
 GZ2773                          SUPERSEDED SURVEY CONTROL
 GZ2773
 GZ2773  NAD 83(1986)-  37 29 29.15998(N)    085 54 07.68055(W) AD(       ) 1
 GZ2773  NAD 27      -  37 29 28.93911(N)    085 54 07.80739(W) AD(       ) 1
 GZ2773  NGVD 29 (07/19/86)  289.7    (m)          950.     (f) VERT ANG       
 GZ2773
 GZ2773.Superseded values are not recommended for survey control.
 GZ2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2773.See file dsdata.txt to determine how the superseded data were derived.
 GZ2773
 GZ2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9705349957(NAD 83)
 GZ2773_MARKER: DS = TRIANGULATION STATION DISK
 GZ2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2773_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GZ2773
 GZ2773  HISTORY     - Date     Condition        Report By
 GZ2773  HISTORY     - 1933     MONUMENTED       CGS
 GZ2773  HISTORY     - 1950     GOOD             CGS
 GZ2773  HISTORY     - 1951     GOOD             CGS
 GZ2773  HISTORY     - 1960     GOOD             PAS
 GZ2773  HISTORY     - 1965     GOOD             PAS
 GZ2773
 GZ2773                          STATION DESCRIPTION
 GZ2773
 GZ2773'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GZ2773'STATION IS ABOUT 13 MILES (AIRLINE) SOUTH OF ELIZABETHTOWN, ABOUT 2.3
 GZ2773'MILES SOUTH BY WEST OF SONORO, 2 MILES (AIRLINE) NORTH BY WEST OF
 GZ2773'UPTON AND ABOUT 3/4 MILE WEST OF THE DIXIE HIGHWAY (U.S. HIGHWAY
 GZ2773'31-W), ON A PROMINENT WOODED HILL LOCALLY KNOWN AS JACOBS KNOB,
 GZ2773'ON LAND OWNED BY THE KNIGHT BROTHERS WHO LIVE ON THE FARM ON WHICH
 GZ2773'THE STATION IS LOCATED. THE MARK IS SET ON THE HIGHEST POINT OF HILL
 GZ2773'ABOUT 60 YARDS FROM EAST SLOPE, 15 YARDS FROM SOUTH SLOPE AND ABOUT
 GZ2773'25 YARDS FROM THE NORTH SLOPE OF HILL. MARK IS SET 9.5 FEET
 GZ2773'NORTH OF 15-INCH OAK, 12.5 FEET SOUTH OF 12 INCH OAK, AND 11.5 FEET
 GZ2773'WEST OF 18-INCH OAK, AND PROJECTS 6 INCHES.
 GZ2773'
 GZ2773'TO REACH THE STATION FROM ELIZABETHTOWN FOLLOW U.S. HIGHWAY 31-W
 GZ2773'SOUTHWARD FROM THE SQUARE FOR 15.2 MILES TO A ROAD LEADING WEST
 GZ2773'ACROSS A BRIDGE OVER A SMALL CREEK. THIS ROAD IS 2.5 MILES SOUTH OF
 GZ2773'THE SONORO ROAD. TURN RIGHT ON THIS ROAD AND FOLLOW IT THROUGH
 GZ2773'THE FARMYARD OF MR. KNIGHT SR. TO THE FARM OF MR. KNIGHT JR.,
 GZ2773'CONTINUE STRAIGHT AHEAD ON OLD FARM ROAD TO FOOT OF HILL. THERE IS A
 GZ2773'TRAIL LEADING UP THE EAST SLOPE OF KNOB.
 GZ2773'
 GZ2773'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GZ2773'DISKS SET IN CONCRETE.
 GZ2773'
 GZ2773'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION ON SOUTH SLOPE OF HILL
 GZ2773'ABOUT 5 FEET BELOW STATION LEVEL, AND PROJECTS 10 INCHES.
 GZ2773'REFERENCE MARK NO. 2 IS WEST OF STATION ALONG CREST OF HILL, AND
 GZ2773'PROJECTS 10 INCHES.
 GZ2773'
 GZ2773'AZIMUTH MARK IS AT THE FARMYARD OF MR. KNIGHT JR., 30 FEET WEST OF
 GZ2773'THE CENTER LINE OF THE FARMROAD LEADING TO STATION, 1 FOOT NORTH OF
 GZ2773'CATTLE BARN, AND PROJECTS 10 INCHES.
 GZ2773
 GZ2773                          STATION RECOVERY (1950)
 GZ2773
 GZ2773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2773'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GZ2773'CONDITION. THE LAND IS NOW OWNED BY MR. THOMPSON.  STATION WAS
 GZ2773'NOT OCCUPIED BY THIS PARTY.
 GZ2773
 GZ2773                          STATION RECOVERY (1951)
 GZ2773
 GZ2773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2773'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GZ2773'CONDITION. THE DISTANCE TO REFERENCE MARK NO. 1 AND NO. 2 FAILED TO
 GZ2773'CHECK. THE DIRECTION TO REFERENCE MARK NO. 1, ON THE 1933 LIST OF
 GZ2773'DIRECTIONS, IS WRONG BY 180 DEG. THE OLD DESCRIPTION IS ADEQUATE. A
 GZ2773'NEW TO REACH THE STATION FOLLOWS.
 GZ2773'
 GZ2773'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 224 AND
 GZ2773'U.S. HIGHWAY NO. 31W IN UPTON, GO NORTH ON U.S.  HIGHWAY NO. 31W
 GZ2773'FOR 1.7 MILE TO A SIDE ROAD LEFT, TURN LEFT ON DIRT ROAD AND GO 0.8
 GZ2773'MILE TO A BARN AND THE END OF ROAD AND THE AZIMUTH MARK ON THE
 GZ2773'NORTH SIDE OF BARN, CONTINUE NORTH ON FARM ROAD FOR ABOUT 0.4 MILE TO
 GZ2773'THE FOOT OF HILL. HERE GO NORTHWESTERLY UP HILL TO THE TOP OF HILL
 GZ2773'AND THE STATION AS DESCRIBED.
 GZ2773'
 GZ2773'HEIGHT OF LIGHT ABOVE THE STATION MARK 26 METERS
 GZ2773
 GZ2773                          STATION RECOVERY (1960)
 GZ2773
 GZ2773'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 GZ2773'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 GZ2773'THE DESCRIPTION WAS ADEQUATE.
 GZ2773
 GZ2773                          STATION RECOVERY (1965)
 GZ2773
 GZ2773'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1965 (HB)
 GZ2773'STATION RECOVERED AS DESCRIBED. ALL MARKS WERE FOUND IN GOOD
 GZ2773'CONDITION. DUE TO HEAVY WOODS WAS UNABLE TO OBSERVE ON AZIMUTH.
 GZ2773'THE LAND IS NOW OWNED BY MR. RALPH CLAUSIN. TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2798 ***********************************************************************
 GZ2798  DESIGNATION -  KNOB
 GZ2798  PID         -  GZ2798
 GZ2798  STATE/COUNTY-  KY/LARUE
 GZ2798  USGS QUAD   -  HODGENVILLE (1987)
 GZ2798
 GZ2798                         *CURRENT SURVEY CONTROL
 GZ2798  ___________________________________________________________________
 GZ2798* NAD 83(1993)-  37 34 55.87596(N)    085 38 38.27270(W)     ADJUSTED  
 GZ2798* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 GZ2798  ___________________________________________________________________
 GZ2798  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 GZ2798  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 GZ2798
 GZ2798  HORZ ORDER  -  SECOND
 GZ2798
 GZ2798.The horizontal coordinates were established by classical geodetic methods
 GZ2798.and adjusted by the National Geodetic Survey in December 1995..
 GZ2798
 GZ2798.The orthometric height was scaled from a topographic map.
 GZ2798
 GZ2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2798
 GZ2798.The geoid height was determined by GEOID03.
 GZ2798
 GZ2798;                    North         East     Units Scale Factor Converg.
 GZ2798;SPC KY1Z     - 1,138,606.460 1,509,365.168   MT  0.99991806   +0 03 54.4
 GZ2798;SPC KY1Z     - 3,735,578.03  4,951,975.56   sFT  0.99991806   +0 03 54.4
 GZ2798;SPC KY S     -   638,597.327   509,365.512   MT  0.99995474   +0 03 51.5
 GZ2798;SPC KY S     - 2,095,131.40  1,671,143.35   sFT  0.99995474   +0 03 51.5
 GZ2798;UTM  16      - 4,160,323.766   619,731.462   MT  0.99977658   +0 49 37.7
 GZ2798
 GZ2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2798!SPC KY1Z     -   0.99995904  x   0.99991806  =   0.99987710
 GZ2798!SPC KY S     -   0.99995904  x   0.99995474  =   0.99991378
 GZ2798!UTM  16      -   0.99995904  x   0.99977658  =   0.99973563
 GZ2798
 GZ2798:                Primary Azimuth Mark                     Grid Az
 GZ2798:SPC KY1Z     -  GETHSEMANE TRAPPIST MONAST SP            047 45 55.9
 GZ2798:SPC KY S     -  GETHSEMANE TRAPPIST MONAST SP            047 45 58.8
 GZ2798:UTM  16      -  GETHSEMANE TRAPPIST MONAST SP            047 00 12.6
 GZ2798
 GZ2798|---------------------------------------------------------------------|
 GZ2798| PID    Reference Object                     Distance      Geod. Az  |
 GZ2798|                                                           dddmmss.s |
 GZ2798| GZ2788 GETHSEMANE TRAPPIST MONAST SP       APPROX.13.7 KM 0474950.3 |
 GZ2798| GZ2789 GETHSEMANE TRAPPIST MONAST TK       APPROX.13.7 KM 0483051.2 |
 GZ2798| CG8730 KNOB RM 1                            35.220 METERS 13929     |
 GZ2798| CG8729 KNOB AZ MK                                         2552516.9 |
 GZ2798| CG8731 KNOB RM 2                            28.925 METERS 25740     |
 GZ2798| GZ2797 HODGENVILLE MUNICIPAL TANK          APPROX. 8.8 KM 2604644.1 |
 GZ2798| GZ2799 LOUISVILLE NASHVILLE AWY BN 76      APPROX. 2.1 KM 3012024.6 |
 GZ2798|---------------------------------------------------------------------|
 GZ2798
 GZ2798                          SUPERSEDED SURVEY CONTROL
 GZ2798
 GZ2798  NAD 83(1986)-  37 34 55.88386(N)    085 38 38.28088(W) AD(       ) 2
 GZ2798  NAD 27      -  37 34 55.64900(N)    085 38 38.42000(W) AD(       ) 2
 GZ2798
 GZ2798.Superseded values are not recommended for survey control.
 GZ2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2798.See file dsdata.txt to determine how the superseded data were derived.
 GZ2798
 GZ2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG1973160324(NAD 83)
 GZ2798_MARKER: DS = TRIANGULATION STATION DISK
 GZ2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2798
 GZ2798  HISTORY     - Date     Condition        Report By
 GZ2798  HISTORY     - 1951     MONUMENTED       CGS
 GZ2798  HISTORY     - 1959     GOOD             CGS
 GZ2798
 GZ2798                          STATION DESCRIPTION
 GZ2798
 GZ2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2798'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF NEW HAVEN AND ABOUT 5
 GZ2798'1/2 MILES EAST OF HODGENVILLE. IT IS 80.5 FEET OF THE SOUTHWEST
 GZ2798'CORNER OF A FRAME HOUSE, 48 FEET NORTHEAST OF THE CENTER OF GRAVEL
 GZ2798'ROAD, 34.5 FEET WEST OF A POWERLINE POLE, 27 FEET WEST OF THE
 GZ2798'NORTHWEST CORNER OF A BARN AND 19 FEET EAST OF THE CENTER OF
 GZ2798'DRIVEWAY. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KNOB
 GZ2798'1951.
 GZ2798'
 GZ2798'REFERENCE MARK NO. 1 IS 9 FEET SOUTH OF THE CENTER OF GRAVEL ROAD AND
 GZ2798'6 FEET EAST OF AN 8 INCH OAK TREE. THE MARK PROJECTS 2 INCHES
 GZ2798'AND THE DISK IS STAMPED KNOB NO 1 1951.
 GZ2798'
 GZ2798'REFERENCE MARK NO. 2 IS 14 FEET SOUTH OF THE CENTER OF DRIVEWAY AND 1
 GZ2798'FOOT NORTH OF A FENCELINE. THE MARK PROJECTS 2 INCHES AND THE
 GZ2798'DISK IS STAMPED KNOB NO 2 1951.
 GZ2798'
 GZ2798'AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 84,
 GZ2798'17 FEET WEST OF THE CENTER OF DRIVEWAY, 3 FEET EAST OF A WHITE
 GZ2798'WITNESS POST AND 2 FEET NORTHWEST OF A FENCE CORNER. THE MARK
 GZ2798'PROJECTS 2 INCHES AND THE DISK IS STAMPED KNOB 1951.
 GZ2798'
 GZ2798'TO REACH THE STATION FROM THE COURTHOUSE IN HODGENVILLE, GO NORTHEAST
 GZ2798'ON U.S. HIGHWAY NO. 31E FOR 4.54 MILES TO THE JUNCTION OF STATE
 GZ2798'HIGHWAY NO. 84, TURN RIGHT ON STATE HIGHWAY NO. 84 AND GO 1.1 MILES
 GZ2798'TO A DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT,
 GZ2798'CONTINUE ON HIGHWAY FOR 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 GZ2798'GO 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GZ2798'
 GZ2798'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GZ2798
 GZ2798                          STATION RECOVERY (1959)
 GZ2798
 GZ2798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 GZ2798'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A
 GZ2798'SMALL BARN HAS BEEN BUILT BETWEEN RM 1 AND THE STATION.
 GZ2798'CONSEQUENTLY, RM 1 IS NO LONGER VISIBLE FROM STATION.  THE STATION IS
 GZ2798'15 FEET NNW OF THE NW CORNER OF THIS BARN, WHICH IS THE SMALLEST
 GZ2798'AND SOUTHERNMOST OF TWO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1506 ***********************************************************************
 HA1506  DESIGNATION -  KNOTTSVILLE
 HA1506  PID         -  HA1506
 HA1506  STATE/COUNTY-  KY/DAVIESS
 HA1506  USGS QUAD   -  MACEO (1967)
 HA1506
 HA1506                         *CURRENT SURVEY CONTROL
 HA1506  ___________________________________________________________________
 HA1506* NAD 83(1993)-  37 46 31.80317(N)    086 54 54.78365(W)     ADJUSTED  
 HA1506* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 HA1506  ___________________________________________________________________
 HA1506  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 HA1506  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HA1506
 HA1506  HORZ ORDER  -  THIRD
 HA1506
 HA1506.The horizontal coordinates were established by classical geodetic methods
 HA1506.and adjusted by the National Geodetic Survey in December 1995..
 HA1506
 HA1506.The orthometric height was scaled from a topographic map.
 HA1506
 HA1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1506
 HA1506.The geoid height was determined by GEOID03.
 HA1506
 HA1506;                    North         East     Units Scale Factor Converg.
 HA1506;SPC KY1Z     - 1,160,695.948 1,397,357.122   MT  0.99990649   -0 42 55.4
 HA1506;SPC KY1Z     - 3,808,049.96  4,584,495.82   sFT  0.99990649   -0 42 55.4
 HA1506;SPC KY S     -   660,680.226   397,350.024   MT  0.99997500   -0 42 24.0
 HA1506;SPC KY S     - 2,167,581.71  1,303,639.20   sFT  0.99997500   -0 42 24.0
 HA1506;UTM  16      - 4,180,910.236   507,466.297   MT  0.99960069   +0 03 07.0
 HA1506
 HA1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1506!SPC KY1Z     -   0.99997790  x   0.99990649  =   0.99988439
 HA1506!SPC KY S     -   0.99997790  x   0.99997500  =   0.99995290
 HA1506!UTM  16      -   0.99997790  x   0.99960069  =   0.99957860
 HA1506
 HA1506|---------------------------------------------------------------------|
 HA1506| PID    Reference Object                     Distance      Geod. Az  |
 HA1506|                                                           dddmmss.s |
 HA1506| CG8736 KNOTTSVILLE RM 1                     15.019 METERS 04552     |
 HA1506| CG8735 KNOTTSVILLE AZ MK                                  0932601.5 |
 HA1506| HA1505 KNOTTSVILLE ST WILLIAMS CH          APPROX. 1.0 KM 1054606.7 |
 HA1506| CG8737 KNOTTSVILLE RM 2                     12.607 METERS 32345     |
 HA1506|---------------------------------------------------------------------|
 HA1506
 HA1506                          SUPERSEDED SURVEY CONTROL
 HA1506
 HA1506  NAD 83(1986)-  37 46 31.81174(N)    086 54 54.78811(W) AD(       ) 3
 HA1506  NAD 27      -  37 46 31.62200(N)    086 54 54.80400(W) AD(       ) 3
 HA1506
 HA1506.Superseded values are not recommended for survey control.
 HA1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1506.See file dsdata.txt to determine how the superseded data were derived.
 HA1506
 HA1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0746680910(NAD 83)
 HA1506_MARKER: DS = TRIANGULATION STATION DISK
 HA1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1506
 HA1506  HISTORY     - Date     Condition        Report By
 HA1506  HISTORY     - 1950     MONUMENTED       CGS
 HA1506
 HA1506                          STATION DESCRIPTION
 HA1506
 HA1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1506'STATION IS LOCATED ON THE WEST EDGE OF KNOTTSVILLE, ON THE SOUTH SIDE
 HA1506'OF STATE HIGHWAY 144 AND 0.6 MILE WEST OF SAINT WILLIAMS CATHOLIC
 HA1506'CHURCH AND ON PROPERTY OWNED BY NORA CECIL.  IT IS 120 FEET EAST OF A
 HA1506'NORTH-SOUTH FENCELINE, 68 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 HA1506'AND 34 FEET SOUTH OF AN EAST-WEST FENCELINE.  THE MARK IS ABOUT 14
 HA1506'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 HA1506'KNOTTSVILLE 1950.
 HA1506'
 HA1506'REFERENCE MARK NO. 1 IS 34 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 HA1506'AND 3 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 HA1506'2 INCHES AND THE DISK IS STAMPED KNOTTSVILLE NO 1 1950.
 HA1506'
 HA1506'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 HA1506'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 HA1506'KNOTTSVILLE NO 2 1950.
 HA1506'
 HA1506'AZIMUTH MARK IS ON THE NORTH SIDE OF HIGHWAY 144 AND 0.2 MILE WEST OF
 HA1506'THE CHURCH.  IT IS 45 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 HA1506'OF A BROWN SHINGLE HOUSE, 19 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 HA1506'4 FEET WEST OF A TELEPHONE POLE AND 1.5 FEET WEST OF A WHITE
 HA1506'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 HA1506'STAMPED KNOTTSVILLE 1950.
 HA1506'
 HA1506'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1505 ***********************************************************************
 HA1505  DESIGNATION -  KNOTTSVILLE ST WILLIAMS CH
 HA1505  PID         -  HA1505
 HA1505  STATE/COUNTY-  KY/DAVIESS
 HA1505  USGS QUAD   -  MACEO (1967)
 HA1505
 HA1505                         *CURRENT SURVEY CONTROL
 HA1505  ___________________________________________________________________
 HA1505* NAD 83(1993)-  37 46 23.40169(N)    086 54 17.30843(W)     ADJUSTED  
 HA1505* NAVD 88     -                                                        
 HA1505  ___________________________________________________________________
 HA1505  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 HA1505  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HA1505
 HA1505  HORZ ORDER  -  THIRD
 HA1505
 HA1505.The horizontal coordinates were established by classical geodetic methods
 HA1505.and adjusted by the National Geodetic Survey in December 1995..
 HA1505
 HA1505
 HA1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1505
 HA1505.The geoid height was determined by GEOID03.
 HA1505
 HA1505;                    North         East     Units Scale Factor Converg.
 HA1505;SPC KY1Z     - 1,160,425.567 1,398,270.858   MT  0.99990656   -0 42 32.4
 HA1505;SPC KY1Z     - 3,807,162.88  4,587,493.64   sFT  0.99990656   -0 42 32.4
 HA1505;SPC KY S     -   660,409.965   398,263.863   MT  0.99997469   -0 42 01.3
 HA1505;SPC KY S     - 2,166,695.03  1,306,637.36   sFT  0.99997469   -0 42 01.3
 HA1505;UTM  16      - 4,180,652.194   508,383.291   MT  0.99960087   +0 03 29.9
 HA1505
 HA1505                          SUPERSEDED SURVEY CONTROL
 HA1505
 HA1505  NAD 83(1986)-  37 46 23.41022(N)    086 54 17.31214(W) AD(       ) 4
 HA1505  NAD 27      -  37 46 23.22000(N)    086 54 17.33300(W) AD(       ) 3
 HA1505
 HA1505.Superseded values are not recommended for survey control.
 HA1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1505.See file dsdata.txt to determine how the superseded data were derived.
 HA1505
 HA1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0838380652(NAD 83)
 HA1505
 HA1505  HISTORY     - Date     Condition        Report By
 HA1505  HISTORY     - 1950     FIRST OBSERVED   CGS
 HA1505
 HA1505                          STATION DESCRIPTION
 HA1505
 HA1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1505'STATION IS LOCATED IN THE CENTER OF THE TOWN OF KNOTTSVILLE ON THE
 HA1505'NORTH SIDE OF STATE HIGHWAY 144.  THE BELFRY IS LOCATED ON THE
 HA1505'SOUTH SIDE OF A RED BRICK CHURCH AND IS ABOUT 100 FEET HIGH.  THE
 HA1505'POINT OBSERVED ON WAS THE BASE OF THE CROSS AT THE APEX OF THE ROOF
 HA1505'OF THE BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0420 ***********************************************************************
 HA0420  DESIGNATION -  KNOX
 HA0420  PID         -  HA0420
 HA0420  STATE/COUNTY-  KY/HANCOCK
 HA0420  USGS QUAD   -  TELL CITY (1980)
 HA0420
 HA0420                         *CURRENT SURVEY CONTROL
 HA0420  ___________________________________________________________________
 HA0420* NAD 83(1993)-  37 59 06.09994(N)    086 50 41.35061(W)     ADJUSTED  
 HA0420* NAVD 88     -       122.123  (meters)     400.67   (feet)  ADJUSTED  
 HA0420  ___________________________________________________________________
 HA0420  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 HA0420  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HA0420  DYNAMIC HT  -         122.038 (meters)     400.39  (feet)  COMP
 HA0420  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 HA0420
 HA0420  HORZ ORDER  -  THIRD
 HA0420  VERT ORDER  -  FIRST     CLASS II
 HA0420
 HA0420.The horizontal coordinates were established by classical geodetic methods
 HA0420.and adjusted by the National Geodetic Survey in December 1995..
 HA0420
 HA0420.The orthometric height was determined by differential leveling
 HA0420.and adjusted by the National Geodetic Survey in June 1991..
 HA0420
 HA0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0420
 HA0420.The geoid height was determined by GEOID03.
 HA0420
 HA0420.The dynamic height is computed by dividing the NAVD 88
 HA0420.geopotential number by the normal gravity value computed on the
 HA0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0420.degrees latitude (g = 980.6199 gals.).
 HA0420
 HA0420.The modeled gravity was interpolated from observed gravity values.
 HA0420
 HA0420;                    North         East     Units Scale Factor Converg.
 HA0420;SPC KY1Z     - 1,183,873.331 1,403,830.928   MT  0.99990673   -0 40 19.8
 HA0420;SPC KY1Z     - 3,884,091.09  4,605,735.30   sFT  0.99990673   -0 40 19.8
 HA0420;SPC KY S     -   683,860.555   403,820.958   MT  1.00000984   -0 39 50.3
 HA0420;SPC KY S     - 2,243,632.50  1,324,869.26   sFT  1.00000984   -0 39 50.3
 HA0420;SPC IN W     -   303,859.060   920,952.822   MT  0.99997207   +0 08 48.5
 HA0420;SPC IN W     -   996,910.93  3,021,492.72   sFT  0.99997207   +0 08 48.5
 HA0420;UTM  16      - 4,204,165.179   513,627.197   MT  0.99960229   +0 05 43.8
 HA0420
 HA0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0420!SPC KY1Z     -   0.99998582  x   0.99990673  =   0.99989255
 HA0420!SPC KY S     -   0.99998582  x   1.00000984  =   0.99999566
 HA0420!SPC IN W     -   0.99998582  x   0.99997207  =   0.99995789
 HA0420!UTM  16      -   0.99998582  x   0.99960229  =   0.99958812
 HA0420
 HA0420|---------------------------------------------------------------------|
 HA0420| PID    Reference Object                     Distance      Geod. Az  |
 HA0420|                                                           dddmmss.s |
 HA0420| HA0419 KNOX RM 3=1103                       14.208 METERS 05525     |
 HA0420| HA1498 TELL CITY NEW MUNICIPAL TANK        APPROX. 8.0 KM 1202720.2 |
 HA0420| HA0422 KNOX RM 1                            48.902 METERS 15214     |
 HA0420| HA0418 KNOX AZ MK                                         1831611.6 |
 HA0420| HA0421 KNOX RM 2                            33.491 METERS 21808     |
 HA0420|---------------------------------------------------------------------|
 HA0420
 HA0420                          SUPERSEDED SURVEY CONTROL
 HA0420
 HA0420  NAD 83(1986)-  37 59 06.10627(N)    086 50 41.35349(W) AD(       ) 3
 HA0420  NAD 27      -  37 59 05.90600(N)    086 50 41.37800(W) AD(       ) 3
 HA0420  NGVD 29 (??/??/92)  122.231  (m)          401.02   (f) ADJ UNCH    1 2
 HA0420
 HA0420.Superseded values are not recommended for survey control.
 HA0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0420.See file dsdata.txt to determine how the superseded data were derived.
 HA0420
 HA0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1362704165(NAD 83)
 HA0420_MARKER: DS = TRIANGULATION STATION DISK
 HA0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0420_STAMPING: KNOX 1946
 HA0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0420+STABILITY: SURFACE MOTION
 HA0420
 HA0420  HISTORY     - Date     Condition        Report By
 HA0420  HISTORY     - 1946     MONUMENTED       CGS
 HA0420  HISTORY     - 1953     GOOD             CGS
 HA0420  HISTORY     - 1953     GOOD             NGS
 HA0420  HISTORY     - 1965     GOOD             AIRSUR
 HA0420
 HA0420                          STATION DESCRIPTION
 HA0420
 HA0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA0420'THE STATION IS APPROXIMATELY 4.5 MILES EAST OF LEWISPORT, 40 FEET
 HA0420'NORTHEAST OF THE CENTERLINE OF A FARM LANE, 39.5 FEET SOUTHEAST OF A
 HA0420'FENCE CORNER, AND 36 FEET EAST OF A FENCE CORNER.  THE MARK PROJECTS
 HA0420'5 INCHES AND THE DISK IS STAMPED KNOX 1946.
 HA0420'
 HA0420'REFERENCE MARK NO. 1 IS 160.44 FEET SOUTHEAST OF THE STATION, 35.5
 HA0420'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 34.5 FEET
 HA0420'NORTHWEST OF A FENCE CORNER, AND 1 FOOT NORTHEAST OF A FENCELINE.
 HA0420'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KNOX NO 1 1946.
 HA0420'
 HA0420'REFERENCE MARK NO. 2 IS 109.88 FEET SOUTHWEST OF THE STATION, 62 FEET
 HA0420'WEST OF THE CENTERLINE OF A BARN LANE, 54.5 FEET SOUTHWEST OF THE
 HA0420'SOUTHEAST CORNER OF A BARN, AND 2 FEET NORTH OF A FENCELINE.  THE
 HA0420'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED KNOX NO 2 1946.
 HA0420'
 HA0420'REFERENCE MARK NO. 3 (USED 1103) IS 46.61 FEET NORTHEAST OF THE
 HA0420'STATION, 14.5 FEET NORTHEAST OF A FENCELINE AND 30 FEET EAST OF A
 HA0420'FENCE CORNER.  THE USED 1103 SURFACE MARK HAD BEEN DISTURBED AND A
 HA0420'STANDARD BRONZE DISK WAS SET EXACTLY OVER THE USED 1103 UNDERGROUND
 HA0420'MARK.  THE MARK IS 20 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 HA0420'DISK IS STAMPED USED 1103 NO 3 1937 1946.
 HA0420'
 HA0420'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, 23 FEET NORTHEAST
 HA0420'OF THE CENTERLINE OF A GRAVEL ROAD, 29 FEET NORTHWEST OF THE
 HA0420'CENTERLINE OF A DRIVEWAY, AND 3.5 FEET SOUTH OF A STANDARD REFERENCE
 HA0420'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HA0420'KNOX 1946.
 HA0420'
 HA0420'TO REACH THE STATION FROM THE CAUTION LIGHT IN LEWISPORT, GO NORTH 1
 HA0420'BLOCK TO A GRAVEL CROSSROAD, TURN RIGHT AND GO EASTERLY FOR 4.6
 HA0420'MILES TO A CROSSROAD, CONTINUE NORTHERLY FOR 0.45 MILE TO THE AZIMUTH
 HA0420'MARK ON THE RIGHT, THENCE STRAIGHT AHEAD FOR 0.3 MILE TO A T
 HA0420'ROAD INTERSECTION THENCE EASTERLY ALONG A DIRT ROAD FOR 0.15 MILE TO
 HA0420'A DRIVEWAY, GO SOUTH ON DRIVEWAY TO A FENCE AND GATE, ENTER GATE
 HA0420'AND GO SOUTHERLY APPROXIMATELY 70 FEET TO THE STATION ON THE LEFT.
 HA0420'
 HA0420'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA0420
 HA0420                          STATION RECOVERY (1953)
 HA0420
 HA0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CS)
 HA0420'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF LEWISPORT, ON THE
 HA0420'LEFT BANK OF THE OHIO RIVER, IN A BARN LOT ON PROPERTY OF KNOX
 HA0420'EMMICK, 159 FEET SOUTHEAST OF EAST CORNER OF CONCRETE FOUNDATION OF
 HA0420'BACK PORCH OF HOUSE, ABOUT 6 FEET SOUTHWEST OF EXTENDED NORTHEAST
 HA0420'FACE OF HOUSE, 59 FEET EAST-NORTHEAST OF EAST CORNER OF A BARN, 162
 HA0420'FEET NORTH-NORTHWEST OF NORTH CORNER OF ANOTHER BARN,
 HA0420'55 FEET SOUTH OF A FENCE CORNER, IN THE TOP OF A CONCRETE POST
 HA0420'PROJECTING 6 INCHES AND STAMPED KNOX 1946.
 HA0420'
 HA0420'REFERENCE MARK NO. 1 IS 160.63 FEET SOUTHEAST OF THE STATION, 36 FEET
 HA0420'EAST-NORTHEAST OF THE NORTH CORNER OF THE SOUTHEAST ONE OF
 HA0420'TWO BARNS, 50-1/2 FEET NORTH OF EAST CORNER OF SAME BARN, IN THE TOP
 HA0420'OF A CONCRETE POST PROJECTING 6 INCHES AND STAMPED KNOX NO 1 1946.
 HA0420'
 HA0420'REFERENCE MARK NO. 2 IS 109.20 FEET SOUTHWEST OF THE STATION, 122
 HA0420'FEET NORTHWEST OF WEST CORNER OF THE SOUTHEAST MOST BARN, 43-1/2
 HA0420'FEET EAST-SOUTHEAST OF THE EAST CORNER OF NORTHWEST BARN, IN THE TOP
 HA0420'OF A CONCRETE POST PROJECTING 7 INCHES AND STAMPED KNOX NO 2 1946.
 HA0420'
 HA0420'REFERENCE MARK NO. 3 (1103 U.S.E.D.) IS 46.61 FEET NORTHEAST OF THE
 HA0420'STATION, IN THE SOUTHWEST EDGE OF A CULTIVATED FIELD, 165 FEET
 HA0420'SOUTHEAST OF EAST CORNER OF CONCRETE FOUNDATION OF HOUSE, 130 FEET
 HA0420'EAST-SOUTHEAST OF A WELL WITH PUMP, 40 FEET SOUTHEAST OF A FENCE
 HA0420'CORNER AT NORTH CORNER OF BARN LOT, 5 FEET NORTHEAST OF BARN LOT
 HA0420'FENCE, AND IS A REFERENCE MARK DISK IN THE TOP OF A CONCRETE FILLED
 HA0420'4-INCH TILE ABOUT 16-INCHES UNDER GROUND AND STAMPED U S E D 1103 NO
 HA0420'3 1937 1946 AND IS SET DIRECTLY OVER BOLT IN CONCRETE PEDESTAL
 HA0420'WHICH WAS ORIGINALLY SET UNDER U.S.E. PIPE AND CAP MARK 1103
 HA0420'(U.S.E.).
 HA0420'
 HA0420'AZIMUTH MARK IS ABOUT 0.35 MILE SOUTH OF THE STATION, 24 FEET
 HA0420'NORTHEAST OF CENTER LINE OF ROAD, 53-1/2 FEET SOUTHEAST OF SOUTH
 HA0420'CORNER OF A BARN, 59 FEET NORTHEAST AND ACROSS ROAD FROM NORTH CORNER
 HA0420'OF A FARM HOUSE, 73-1/2 FEET WEST-NORTHWEST OF WEST CORNER OF A
 HA0420'SMALL FRAME HOUSE, 8 FEET NORTH-NORTHWEST OF CENTER LINE OF A DRIVE
 HA0420'WAY, 1 FOOT SOUTH OF A FENCE LINE, 1 FOOT EAST OF A WHITE WOODEN
 HA0420'WITNESS POST, IN A CONCRETE POST ABOUT 1 INCH BELOW SURFACE OF GROUND
 HA0420'AND STAMPED KNOX 1946.
 HA0420'
 HA0420'TO REACH THE STATION FROM THE BAPTIST CHURCH IN LEWISPORT GO ABOUT
 HA0420'4.7 MILES NORTHEAST ALONG STATE HIGHWAY 334, THENCE ABOUT 0.45 MILE
 HA0420'NORTH AND NORTHWEST ALONG A GRAVEL ROAD TO AZIMUTH MARK ON RIGHT,
 HA0420'CONTINUE NORTHWEST ALONG GRAVEL ROAD FOR ABOUT 0.25 MILE TO THE
 HA0420'LEFT BANK OF OHIO RIVER AND A TURN IN ROAD, GO NORTHEAST ALONG ROAD
 HA0420'FOLLOWING LEFT BANK OF OHIO RIVER FOR ABOUT 0.2 MILE TO THE FARM
 HA0420'OF KNOX EMMICK AND STATION IN BARN LOT IN BACK OF HOUSE.
 HA0420'
 HA0420'NOTE-THE ABOVE MEASUREMENTS WERE CAREFULLY CHECKED AND FOUND TO BE
 HA0420'CORRECT.
 HA0420'
 HA0420'THE AZIMUTH IS NO LONGER VISIBLE FROM THE STATION DUE TO THE
 HA0420'CONSTRUCTION OF A NEW BARN NEAR THE AZIMUTH MARK WHICH IS ON LINE
 HA0420'WITH STATION AND AZIMUTH MARK.
 HA0420
 HA0420                          STATION RECOVERY (1953)
 HA0420
 HA0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HA0420'5.6 MI NE FROM LEWISPORT.
 HA0420'ABOUT 4.7 MILES NORTHEAST ALONG STATE HIGHWAY 334 FROM THE
 HA0420'BAPTIST CHURCH AT LEWISPORT, THENCE ABOUT 0.7 MILE NORTH AND
 HA0420'NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.2 MILE NORTHEAST
 HA0420'ALONG A ROAD FOLLOWING THE OHIO RIVER UPSTREAM, IN A BARN LOT,
 HA0420'159 FEET SOUTHEAST OF EAST CORNER OF CONCRETE FOUNDATION OF BACK
 HA0420'PORCH OF HOUSE OWNED BY KNOX EMMICK, ABOUT 6 FEET SOUTHWEST OF
 HA0420'EXTENDED NORTHEAST FACE OF HOUSE, 59 FEET EAST-NORTHEAST OF EAST
 HA0420'CORNER OF A BARN, 162 FEET NORTH-NORTHWEST OF NORTH CORNER OF ANOTHER
 HA0420'BARN, 55 FEET SOUTH OF A FENCE CORNER AND SET IN THE TOP OF A
 HA0420'CONCRETE POST PROJECTING 6 INCHES.
 HA0420
 HA0420                          STATION RECOVERY (1965)
 HA0420
 HA0420'RECOVERY NOTE BY AIR SURVEY CORPORATION 1965
 HA0420'THE STATION RECOVERED IN GOOD CONDITION, AZIMUTH MARK IS NOW
 HA0420'BEHIND A BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2839 ***********************************************************************
 GZ2839  DESIGNATION -  KNOX
 GZ2839  PID         -  GZ2839
 GZ2839  STATE/COUNTY-  KY/HARDIN
 GZ2839  USGS QUAD   -  FORT KNOX (1991)
 GZ2839
 GZ2839                         *CURRENT SURVEY CONTROL
 GZ2839  ___________________________________________________________________
 GZ2839* NAD 83(1993)-  37 56 23.55135(N)    085 56 55.82775(W)     ADJUSTED  
 GZ2839* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 GZ2839  ___________________________________________________________________
 GZ2839  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 GZ2839  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 GZ2839
 GZ2839  HORZ ORDER  -  THIRD
 GZ2839
 GZ2839.The horizontal coordinates were established by classical geodetic methods
 GZ2839.and adjusted by the National Geodetic Survey in December 1995..
 GZ2839
 GZ2839.The orthometric height was scaled from a topographic map.
 GZ2839
 GZ2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2839
 GZ2839.The geoid height was determined by GEOID03.
 GZ2839
 GZ2839;                    North         East     Units Scale Factor Converg.
 GZ2839;SPC KY1Z     - 1,178,316.578 1,482,522.717   MT  0.99990555   -0 07 19.5
 GZ2839;SPC KY1Z     - 3,865,860.31  4,863,909.95   sFT  0.99990555   -0 07 19.5
 GZ2839;SPC KY S     -   678,309.910   482,521.045   MT  1.00000120   -0 07 14.1
 GZ2839;SPC KY S     - 2,225,421.76  1,583,071.13   sFT  1.00000120   -0 07 14.1
 GZ2839;SPC KY N     -    50,201.852   350,672.714   MT  1.00000416   -1 03 24.5
 GZ2839;SPC KY N     -   164,703.91  1,150,498.73   sFT  1.00000416   -1 03 24.5
 GZ2839;UTM  16      - 4,199,665.070   592,365.523   MT  0.99970507   +0 38 46.8
 GZ2839
 GZ2839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2839!SPC KY1Z     -   0.99996736  x   0.99990555  =   0.99987292
 GZ2839!SPC KY S     -   0.99996736  x   1.00000120  =   0.99996856
 GZ2839!SPC KY N     -   0.99996736  x   1.00000416  =   0.99997152
 GZ2839!UTM  16      -   0.99996736  x   0.99970507  =   0.99967244
 GZ2839
 GZ2839|---------------------------------------------------------------------|
 GZ2839| PID    Reference Object                     Distance      Geod. Az  |
 GZ2839|                                                           dddmmss.s |
 GZ2839| AI6495 KNOX RM 1                             3.415 METERS 10417     |
 GZ2839| AI6496 KNOX RM 2                             5.063 METERS 17304     |
 GZ2839| AI6497 KNOX AZ MK                                         1754005.7 |
 GZ2839| HZ2245 VISTA                               APPROX.12.5 KM 3545943.3 |
 GZ2839|---------------------------------------------------------------------|
 GZ2839
 GZ2839                          SUPERSEDED SURVEY CONTROL
 GZ2839
 GZ2839  NAD 83(1986)-  37 56 23.55721(N)    085 56 55.83514(W) AD(       ) 3
 GZ2839  NAD 27      -  37 56 23.30200(N)    085 56 55.96400(W) AD(       ) 3
 GZ2839
 GZ2839.Superseded values are not recommended for survey control.
 GZ2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2839.See file dsdata.txt to determine how the superseded data were derived.
 GZ2839
 GZ2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9236699665(NAD 83)
 GZ2839_MARKER: DS = TRIANGULATION STATION DISK
 GZ2839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2839_STAMPING: KNOX 1950
 GZ2839_MARK LOGO: CGS   
 GZ2839_PROJECTION: FLUSH
 GZ2839_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2839+STABILITY: SURFACE MOTION
 GZ2839
 GZ2839  HISTORY     - Date     Condition        Report By
 GZ2839  HISTORY     - 1950     MONUMENTED       CGS
 GZ2839  HISTORY     - 1955     GOOD             USA
 GZ2839  HISTORY     - 1965     GOOD             CGS
 GZ2839  HISTORY     - 1982     GOOD             USE
 GZ2839  HISTORY     - 19820809 GOOD             USE
 GZ2839
 GZ2839                          STATION DESCRIPTION
 GZ2839
 GZ2839'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2839'STATION IS LOCATED ON THE FORT KNOX ARMY RESERVATION, UNDER THE
 GZ2839'OBSERVATION POST TOWER NO. 6 WHICH IS ABOUT 2 MILES NORTHEAST OF
 GZ2839'TIP TOP. IT IS 9 FEET WEST OF A WHITE WITNESS POST, 8 FEET SOUTHWEST
 GZ2839'OF THE NORTHEAST LEG OF OBSERVATION TOWER AND 7 FEET NORTHEAST OF
 GZ2839'THE NORTHWEST LEG OF OBSERVATION TOWER. THE MARK IS FLUSH AND THE
 GZ2839'DISK IS STAMPED KNOX 1950.
 GZ2839'
 GZ2839'REFERENCE MARK NO. 1 IS 7 FEET NORTHWEST OF THE SOUTHEAST LEG OF
 GZ2839'OBSERVATION TOWER AND 3 FEET SOUTHEAST OF A WHITE WITNESS POST.
 GZ2839'THE MARK IS FLUSH AND THE DISK IS STAMPED KNOX NO 1 1950.
 GZ2839'
 GZ2839'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN A DRILL HOLE IN THE
 GZ2839'CONCRETE BASE OF THE SOUTHWEST LEG OF OBSERVATION TOWER AND IS
 GZ2839'STAMPED KNOX NO 2 1950.
 GZ2839'
 GZ2839'AZIMUTH MARK IS 37 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD, 2
 GZ2839'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT NORTHEAST OF A
 GZ2839'POWERLINE POLE. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GZ2839'KNOX 1950.
 GZ2839'
 GZ2839'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 60 AND
 GZ2839'NO. 31W IN TIP TOP, GO NORTH ON U.S. HIGHWAY NO. 31W FOR 0.45 MILE
 GZ2839'TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.75 MILE TO WHERE ROAD FORKS
 GZ2839'THREE WAYS, TAKE THE MIDDLE ROAD AND GO 1.75 MILE TO A T-ROAD, TURN
 GZ2839'LEFT AND GO ABOUT 25 YARDS TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.1
 GZ2839'MILE TO THE OBSERVATION TOWER AND THE STATION AS DESCRIBED.
 GZ2839'(NOTE-THE STATION IS UNDER THE NORTH TOWER.)
 GZ2839'
 GZ2839'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL ROAD
 GZ2839'FOR 0.15 MILE TO A T-ROAD, TURN LEFT AND GO 0.65 MILE TO A T-ROAD
 GZ2839'LEFT, TURN LEFT AND GO 0.1 MILE TO A CROSSROAD, TURN LEFT AND GO 0.05
 GZ2839'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GZ2839'
 GZ2839'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GZ2839
 GZ2839                          STATION RECOVERY (1955)
 GZ2839
 GZ2839'RECOVERY NOTE BY US ARMY 1955
 GZ2839'ALL DATA IS CORRECT AND MARKER IS IN VERY GOOD CONDITION. THE AZIMUTH
 GZ2839'MARK COULD NOT BE LOCATED AS DESCRIBED IN THE DESCRIPTION.
 GZ2839
 GZ2839                          STATION RECOVERY (1965)
 GZ2839
 GZ2839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MHF)
 GZ2839'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN U. S.
 GZ2839'COAST AND GEODETIC SURVEY HORIZONTAL CONTROL DATA, STATION 1023.
 GZ2839
 GZ2839                          STATION RECOVERY (1982)
 GZ2839
 GZ2839'RECOVERY NOTE BY US ENGINEERS 1982 (MKF)
 GZ2839'KNOX 1950 RECOVERED GOOD.
 GZ2839'
 GZ2839'RM 1 RECOVERED IN GOOD COND.  DRILL HOLE FOR RM 2 RECOVERED.
 GZ2839'
 GZ2839'AZIMUTH MK SEARCHED FOR 1-1/2 MN. HRS.  NOT REC.
 GZ2839'
 GZ2839'TOWER MENTIONED IN 1950 DESC. DISMANTLED.
 GZ2839
 GZ2839                          STATION RECOVERY (1982)
 GZ2839
 GZ2839'RECOVERY NOTE BY US ENGINEERS 1982 (CLN)
 GZ2839'THE STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION.  THE TOWER BASE
 GZ2839'IN WHICH RM 2 HAD BEEN SET HAD A CORNER BROKEN OFF AND THE DISK WAS
 GZ2839'NOT RECOVERED.  THE AZIMUTH MARK COULD NOT BE FOUND AND HAS PROBABLY
 GZ2839'BEEN DESTROYED.  THE DISTANCE AND DIRECTION TO RM 1 CHECKED PREVIOUS
 GZ2839'DATA.  AZ MK 2 AND RM 3 WERE ESTABLISHED AT THIS TIME.  THE
 GZ2839'OBSERVATION TOWER WHICH THE STATION WAS DESCRIBED AS BEING UNDER IN
 GZ2839'THE 1950 DESCRIPTION HAS BEEN DISMANTLED AND THE CONCRETE BASE REMAINS
 GZ2839'INTACT.  RM 3 WAS SET IN THE SAME PART OF THE TOWER BASE IN WHICH RM 2
 GZ2839'HAD BEEN LOCATED.  A NEW DESCRIPTION FOLLOWS.
 GZ2839'THE STATION IS LOCATED ABOUT 31 KM (19.25 MI) NORTH OF ELIAZBETHTOWN 3
 GZ2839'KM (1.85 MI) EAST OF MULDRAUGH ON THE FORT KNOX MILITARY RESERVATION
 GZ2839'AT THE WEST END OF LAWLEY RANGE.  TO REACH THE STATION FROM THE
 GZ2839'JUNCTION OF U S HIGHWAY 60 AND 31W ON FORT KNOX GO NORTH ON U S
 GZ2839'HIGHWAY 31W FOR 0.7 KM (0.45 MI) TO A JUNCTION TURN RIGHT GOING EAST
 GZ2839'AND SOUTH ON BRANDERBURG STATION ROAD FOR 2.2 KM (1.35 MI) TO A
 GZ2839'JUNCTION WITH FRAZIER ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON
 GZ2839'FRAZIER ROAD FOR 2.0 KM (1.25 MI) TO A JUNTION TURN LEFT AND GO NORTH
 GZ2839'ON THE MAIN RANGE ROAD FOR 1.4 KM (0.85 MI) TO AN ENTRANCE TO LAWLEY
 GZ2839'RANGE TURN RIGHT GO 0.25 KM (0.15 MI) NORTH ON A GRAVEL ENTRANCE DRIVE
 GZ2839'TO THE STATION.
 GZ2839'THE STATION IS A STANDARD CGS DISK STAMPED--KNOX 1950--, SET INTO THE
 GZ2839'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER FLUSH
 GZ2839'WITH GROUND.  THE STATION IS LOCATED 21.6 METERS (70.9 FT) NORTHWEST
 GZ2839'FROM THE SOUTHWEST CORNER OF BUILDING NUMBER 9288 16.0 METERS (52.5
 GZ2839'FT) SOUTHWEST FROM THE NORTHWEST CORNER OF BUILDING NUMBER 9287 3.1
 GZ2839'METERS (10.2 FT) SOUTH FROM A UTILITY POLE WITH WITNESS SIGN ATTACHED
 GZ2839'0.6 METERS (2.0 FT) NORTH FROM A CARSONITE WITNESS POST. REFERENCE
 GZ2839'MARK NO 3 IS A STANDARD NGS DISK STAMPED--KNOX 1950 NO 3 1984--, SET
 GZ2839'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 18 INCHES (45 CM) IN
 GZ2839'DIAMETER PROJECTING 8 INCHES (20 CM ABOVE THE GROUND. THE STATION IS
 GZ2839'LOCATED 20.4 METERS (66.9 FT) SOUTH FROM THE NORTHWEST CORNER OF
 GZ2839'BUILDING NUMBER 9287 17.4 METERS (57.1 FT) NORTHWEST FROM THE
 GZ2839'SOUTHWEST CORNER OF BUILDING NUMBER 9288 8.2 METERS (26.9 FT) SOUTH
 GZ2839'FROM A UTILITY POLE WITH WITNESS SIGN ATTACHED AND 0.3 METERS (1.0 FT)
 GZ2839'HIGHER THAN THE STATION. AZIMUTH MARK NO 2 IS A STANDARD NGS DISK
 GZ2839'STAMPED--KNOX 1950 NO 2 1984--, SET INTO THE TOP OF A ROUND CONCRETE
 GZ2839'MONUMENT 11 INCHES (28 CM) IN DIAMETER PROJECTING 1 INCH 2 CM) ABOVE
 GZ2839'THE GROUND.  THE STATION IS LOCATED 68.0 METERS (223.1 FT) EAST FROM
 GZ2839'THE CENTERLINE OF THE MAIN RANGE ROAD 17.1 METERS (56.1 FT) NORTHWEST
 GZ2839'FROM UTILITY POLE NUMBER A57 16.2 METERS (53.1 FT) NORTHEAST FROM THE
 GZ2839'NORTHWEST CORNER OF A SMALL ROOFED SHELTER 1.4 METERS (4.6 FT) NORTH
 GZ2839'FROM A DOUBLE TRUNK 16 INCH TREE 0.6 METERS (2.0 FT) NORTH NORTHWEST
 GZ2839'FROM A CARSONITE WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 GZ2839'STATION GO SOUTH ON THE MAIN RANGE ROAD FOR 0.4 KM (0.25 MI) TO THE
 GZ2839'MARK ON THE LEFT NEAR THE ENTRANCE TO THE O BRIEN RANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0418 ***********************************************************************
 HA0418  DESIGNATION -  KNOX AZ MK
 HA0418  PID         -  HA0418
 HA0418  STATE/COUNTY-  KY/HANCOCK
 HA0418  USGS QUAD   -  TELL CITY (1980)
 HA0418
 HA0418                         *CURRENT SURVEY CONTROL
 HA0418  ___________________________________________________________________
 HA0418* NAD 83(1986)-  37 58 52.     (N)    086 50 43.     (W)     SCALED    
 HA0418* NAVD 88     -       123.118  (meters)     403.93   (feet)  ADJUSTED  
 HA0418  ___________________________________________________________________
 HA0418  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HA0418  DYNAMIC HT  -         123.033 (meters)     403.65  (feet)  COMP
 HA0418  MODELED GRAV-     979,937.0   (mgal)                       NAVD 88
 HA0418
 HA0418  VERT ORDER  -  FIRST     CLASS II
 HA0418
 HA0418.The horizontal coordinates were scaled from a topographic map and have
 HA0418.an estimated accuracy of +/- 6 seconds.
 HA0418
 HA0418.The orthometric height was determined by differential leveling
 HA0418.and adjusted by the National Geodetic Survey in June 1991..
 HA0418
 HA0418.The geoid height was determined by GEOID03.
 HA0418
 HA0418.The dynamic height is computed by dividing the NAVD 88
 HA0418.geopotential number by the normal gravity value computed on the
 HA0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0418.degrees latitude (g = 980.6199 gals.).
 HA0418
 HA0418.The modeled gravity was interpolated from observed gravity values.
 HA0418
 HA0418;                    North         East    Units  Estimated Accuracy
 HA0418;SPC KY1Z     - 1,183,440.    1,403,790.      MT  (+/- 180 meters Scaled)
 HA0418
 HA0418                          SUPERSEDED SURVEY CONTROL
 HA0418
 HA0418  NGVD 29 (??/??/92)  123.226  (m)          404.28   (f) ADJ UNCH    1 2
 HA0418
 HA0418.Superseded values are not recommended for survey control.
 HA0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0418.See file dsdata.txt to determine how the superseded data were derived.
 HA0418
 HA0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH135037(NAD 83)
 HA0418_MARKER: DZ = AZIMUTH MARK DISK
 HA0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0418_STAMPING: KNOX 1946
 HA0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0418+STABILITY: SURFACE MOTION
 HA0418
 HA0418  HISTORY     - Date     Condition        Report By
 HA0418  HISTORY     - 1946     MONUMENTED       CGS
 HA0418  HISTORY     - 1953     GOOD             NGS
 HA0418
 HA0418                          STATION DESCRIPTION
 HA0418
 HA0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0418'5.2 MI NE FROM LEWISPORT.
 HA0418'ABOUT 4.7 MILES NORTHEAST ALONG STATE HIGHWAY 334 FROM THE
 HA0418'BAPTIST CHURCH AT LEWISPORT, THENCE ABOUT 0.45 MILE NORTH AND
 HA0418'NORTHWEST ALONG A GRAVEL ROAD, 24 FEET NORTHEAST OF CENTER LINE
 HA0418'OF ROAD, 53 1/2 FEET SOUTHEAST OF SOUTH CORNER OF A BARN, 59
 HA0418'FEET NORTHEAST AND ACROSS ROAD FROM NORTH CORNER OF A FARM HOUSE,
 HA0418'73 1/2 FEET WEST-NORTHWEST OF WEST CORNER OF SMALL FRAME HOUSE,
 HA0418'8 FEET NORTH-NORTHWEST OF CENTER LINE OF A DRIVE WAY, 1 FOOT SOUTH
 HA0418'OF A FENCE CORNER, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 HA0418'ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 HA0418'POST ABOUT 1 INCH BELOW SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0422 ***********************************************************************
 HA0422  DESIGNATION -  KNOX RM 1
 HA0422  PID         -  HA0422
 HA0422  STATE/COUNTY-  KY/HANCOCK
 HA0422  USGS QUAD   -  TELL CITY (1980)
 HA0422
 HA0422                         *CURRENT SURVEY CONTROL
 HA0422  ___________________________________________________________________
 HA0422* NAD 83(1986)-  37 59 05.     (N)    086 50 41.     (W)     SCALED    
 HA0422* NAVD 88     -       121.963  (meters)     400.14   (feet)  ADJUSTED  
 HA0422  ___________________________________________________________________
 HA0422  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HA0422  DYNAMIC HT  -         121.878 (meters)     399.86  (feet)  COMP
 HA0422  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 HA0422
 HA0422  VERT ORDER  -  FIRST     CLASS II
 HA0422
 HA0422.The horizontal coordinates were scaled from a topographic map and have
 HA0422.an estimated accuracy of +/- 6 seconds.
 HA0422
 HA0422.The orthometric height was determined by differential leveling
 HA0422.and adjusted by the National Geodetic Survey in June 1991..
 HA0422
 HA0422.The geoid height was determined by GEOID03.
 HA0422
 HA0422.The dynamic height is computed by dividing the NAVD 88
 HA0422.geopotential number by the normal gravity value computed on the
 HA0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0422.degrees latitude (g = 980.6199 gals.).
 HA0422
 HA0422.The modeled gravity was interpolated from observed gravity values.
 HA0422
 HA0422;                    North         East    Units  Estimated Accuracy
 HA0422;SPC KY1Z     - 1,183,840.    1,403,840.      MT  (+/- 180 meters Scaled)
 HA0422
 HA0422                          SUPERSEDED SURVEY CONTROL
 HA0422
 HA0422  NGVD 29 (??/??/92)  122.071  (m)          400.49   (f) ADJ UNCH    1 2
 HA0422
 HA0422.Superseded values are not recommended for survey control.
 HA0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0422.See file dsdata.txt to determine how the superseded data were derived.
 HA0422
 HA0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH136041(NAD 83)
 HA0422_MARKER: DR = REFERENCE MARK DISK
 HA0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0422_STAMPING: KNOX NO 1 1946
 HA0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0422+STABILITY: SURFACE MOTION
 HA0422
 HA0422  HISTORY     - Date     Condition        Report By
 HA0422  HISTORY     - 1946     MONUMENTED       CGS
 HA0422  HISTORY     - 1953     GOOD             NGS
 HA0422
 HA0422                          STATION DESCRIPTION
 HA0422
 HA0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0422'5.6 MI NE FROM LEWISPORT.
 HA0422'ABOUT 4.7 MILES NORTHEAST ALONG STATE HIGHWAY 334 FROM THE
 HA0422'BAPTIST CHURCH AT LEWISPORT, THENCE ABOUT 0.7 MILE NORTH AND
 HA0422'NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.2 MILE NORTHEAST
 HA0422'ALONG A ROAD FOLLOWING THE OHIO RIVER UPSTREAM, IN BARN LOT
 HA0422'ON FARM OF KNOX EMMICK, 160.6 FEET SOUTHEAST OF THE STATION MARK,
 HA0422'153 FEET EAST-SOUTHEAST OF RM NO. 2, 36 FEET EAST-NORTHEAST OF
 HA0422'NORTH CORNER OF THE SOUTHEAST ONE OF TWO BARNS, 50 1/2 FEET
 HA0422'NORTH OF EAST CORNER OF SAME BARN, AND SET IN THE TOP OF A
 HA0422'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0421 ***********************************************************************
 HA0421  DESIGNATION -  KNOX RM 2
 HA0421  PID         -  HA0421
 HA0421  STATE/COUNTY-  KY/HANCOCK
 HA0421  USGS QUAD   -  TELL CITY (1980)
 HA0421
 HA0421                         *CURRENT SURVEY CONTROL
 HA0421  ___________________________________________________________________
 HA0421* NAD 83(1986)-  37 59 05.     (N)    086 50 41.     (W)     SCALED    
 HA0421* NAVD 88     -       122.276  (meters)     401.17   (feet)  ADJUSTED  
 HA0421  ___________________________________________________________________
 HA0421  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HA0421  DYNAMIC HT  -         122.191 (meters)     400.89  (feet)  COMP
 HA0421  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 HA0421
 HA0421  VERT ORDER  -  FIRST     CLASS II
 HA0421
 HA0421.The horizontal coordinates were scaled from a topographic map and have
 HA0421.an estimated accuracy of +/- 6 seconds.
 HA0421
 HA0421.The orthometric height was determined by differential leveling
 HA0421.and adjusted by the National Geodetic Survey in June 1991..
 HA0421
 HA0421.The geoid height was determined by GEOID03.
 HA0421
 HA0421.The dynamic height is computed by dividing the NAVD 88
 HA0421.geopotential number by the normal gravity value computed on the
 HA0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0421.degrees latitude (g = 980.6199 gals.).
 HA0421
 HA0421.The modeled gravity was interpolated from observed gravity values.
 HA0421
 HA0421;                    North         East    Units  Estimated Accuracy
 HA0421;SPC KY1Z     - 1,183,840.    1,403,840.      MT  (+/- 180 meters Scaled)
 HA0421
 HA0421                          SUPERSEDED SURVEY CONTROL
 HA0421
 HA0421  NGVD 29 (??/??/92)  122.384  (m)          401.52   (f) ADJ UNCH    1 2
 HA0421
 HA0421.Superseded values are not recommended for survey control.
 HA0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0421.See file dsdata.txt to determine how the superseded data were derived.
 HA0421
 HA0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH136041(NAD 83)
 HA0421_MARKER: DR = REFERENCE MARK DISK
 HA0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0421_STAMPING: KNOX NO 2 1946
 HA0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0421+STABILITY: SURFACE MOTION
 HA0421
 HA0421  HISTORY     - Date     Condition        Report By
 HA0421  HISTORY     - 1946     MONUMENTED       CGS
 HA0421  HISTORY     - 1953     GOOD             NGS
 HA0421
 HA0421                          STATION DESCRIPTION
 HA0421
 HA0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HA0421'5.6 MI NE FROM LEWISPORT.
 HA0421'ABOUT 4.7 MILES NORTHEAST ALONG STATE HIGHWAY 334 FROM THE
 HA0421'BAPTIST CHURCH IN LEWISPORT, THENCE ABOUT 0.7 MILE NORTH AND
 HA0421'NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.2 MILE NORTHEAST
 HA0421'ALONG A ROAD FOLLOWING THE OHIO RIVER UPSTREAM, IN BARN LOT ON
 HA0421'FARM OF KNOX EMMICK, 153 FEET WEST-NORTHWEST OF R.M. NO. 1,
 HA0421'122 FEET NORTHWEST OF WEST CORNER OF THE SOUTHEAST MOST BARN,
 HA0421'43 1/2 FEET EAST-SOUTHEAST OF EAST CORNER OF NORTHWEST BARN,
 HA0421'109.2 FEET SOUTHWEST OF STATION MARK AND SET IN THE TOP OF A
 HA0421'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0419 ***********************************************************************
 HA0419  DESIGNATION -  KNOX RM 3=1103
 HA0419  PID         -  HA0419
 HA0419  STATE/COUNTY-  KY/HANCOCK
 HA0419  USGS QUAD   -  TELL CITY (1980)
 HA0419
 HA0419                         *CURRENT SURVEY CONTROL
 HA0419  ___________________________________________________________________
 HA0419* NAD 83(1993)-  37 59 06.36147(N)    086 50 40.87124(W)     ADJUSTED  
 HA0419* NAVD 88     -       121.262  (meters)     397.84   (feet)  ADJUSTED  
 HA0419  ___________________________________________________________________
 HA0419  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 HA0419  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HA0419  DYNAMIC HT  -         121.178 (meters)     397.56  (feet)  COMP
 HA0419  MODELED GRAV-     979,937.3   (mgal)                       NAVD 88
 HA0419
 HA0419  HORZ ORDER  -  SECOND
 HA0419  VERT ORDER  -  FIRST     CLASS II
 HA0419
 HA0419.The horizontal coordinates were established by classical geodetic methods
 HA0419.and adjusted by the National Geodetic Survey in December 1995..
 HA0419
 HA0419.The orthometric height was determined by differential leveling
 HA0419.and adjusted by the National Geodetic Survey in June 1991..
 HA0419
 HA0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0419
 HA0419.The geoid height was determined by GEOID03.
 HA0419
 HA0419.The dynamic height is computed by dividing the NAVD 88
 HA0419.geopotential number by the normal gravity value computed on the
 HA0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0419.degrees latitude (g = 980.6199 gals.).
 HA0419
 HA0419.The modeled gravity was interpolated from observed gravity values.
 HA0419
 HA0419;                    North         East     Units Scale Factor Converg.
 HA0419;SPC KY1Z     - 1,183,881.256 1,403,842.719   MT  0.99990673   -0 40 19.5
 HA0419;SPC KY1Z     - 3,884,117.09  4,605,773.99   sFT  0.99990673   -0 40 19.5
 HA0419;SPC KY S     -   683,868.482   403,832.748   MT  1.00000986   -0 39 50.0
 HA0419;SPC KY S     - 2,243,658.51  1,324,907.94   sFT  1.00000986   -0 39 50.0
 HA0419;SPC IN W     -   303,867.153   920,964.499   MT  0.99997208   +0 08 48.8
 HA0419;SPC IN W     -   996,937.48  3,021,531.03   sFT  0.99997208   +0 08 48.8
 HA0419;UTM  16      - 4,204,173.258   513,638.877   MT  0.99960229   +0 05 44.1
 HA0419
 HA0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0419!SPC KY1Z     -   0.99998596  x   0.99990673  =   0.99989269
 HA0419!SPC KY S     -   0.99998596  x   1.00000986  =   0.99999582
 HA0419!SPC IN W     -   0.99998596  x   0.99997208  =   0.99995804
 HA0419!UTM  16      -   0.99998596  x   0.99960229  =   0.99958825
 HA0419
 HA0419                          SUPERSEDED SURVEY CONTROL
 HA0419
 HA0419  NAD 83(1986)-  37 59 06.36781(N)    086 50 40.87412(W) AD(       ) 2
 HA0419  NAD 27      -  37 59 06.16800(N)    086 50 40.89900(W) AD(       ) 2
 HA0419  NGVD 29 (??/??/92)  121.370  (m)          398.19   (f) ADJ UNCH    1 2
 HA0419
 HA0419.Superseded values are not recommended for survey control.
 HA0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0419.See file dsdata.txt to determine how the superseded data were derived.
 HA0419
 HA0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1363904173(NAD 83)
 HA0419_MARKER: DR = REFERENCE MARK DISK
 HA0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0419_STAMPING: USED1103 1937 1946
 HA0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0419+STABILITY: SURFACE MOTION
 HA0419
 HA0419  HISTORY     - Date     Condition        Report By
 HA0419  HISTORY     - 1946     MONUMENTED       DOD
 HA0419  HISTORY     - 1953     GOOD             NGS
 HA0419
 HA0419                          STATION DESCRIPTION
 HA0419
 HA0419'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946 (WJC)
 HA0419'THE STATION IS APPROXIMATELY 4.5 MILES EAST OF LEWISPORT, 14.5 FEET
 HA0419'NORTHEAST OF A FENCELINE, AND 30 FEET EAST OF A FENCE CORNER. A
 HA0419'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KNOX, THE
 HA0419'DISTANCE BEING 14.208 METERS (46.61 FEET). THE SURFACE
 HA0419'USED MARK HAD BEEN DISTURBED AND A STANDARD BRONZE USC AND GS
 HA0419'REFERENCE DISK WAS SET EXACTLY OVER THE UNDERGROUND MARK. THE MARK
 HA0419'IS 20 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 HA0419'USED 1103 NO 3 1937 1946.
 HA0419'
 HA0419'TO REACH THE STATION FROM THE CAUTION LIGHT IN LEWISPORT, GO NORTH 1
 HA0419'BLOCK TO A GRAVEL CROSSROAD, TURN RIGHT AND GO EASTERLY FOR 4.6
 HA0419'MILES TO A CROSSROAD, CONTINUE NORTHERLY FOR 0.75 MILE TO A T
 HA0419'INTERSECTION THENCE EASTERLY ALONG A DIRT ROAD FOR 0.15 MILE TO
 HA0419'A DRIVEWAY, GO SOUTH ON DRIVEWAY TO A FENCE AND GATE, ENTER GATE AND
 HA0419'GO SOUTHERLY APPROXIMATELY 70 FEET TO THE STATION ON
 HA0419'LEFT.
 HA0419'
 HA0419'THIS IS A USE TRAVERSE STATION.
 HA0419
 HA0419                          STATION RECOVERY (1953)
 HA0419
 HA0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HA0419'5.6 MI NE FROM LEWISPORT.
 HA0419'ABOUT 4.7 MILES NORTHEAST ALONG STATE HIGHWAY 334 FROM THE
 HA0419'BAPTIST CHURCH AT LEWISPORT, THENCE ABOUT 0.7 MILE NORTH AND
 HA0419'NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.2 MILE NORTHEAST
 HA0419'ALONG A ROAD FOLLOWING THE OHIO RIVER UPSTREAM, AT THE FARM OF
 HA0419'KNOX EMMICK, IN THE SOUTHWEST EDGE OF A CULTIVATED FIELD, 46.5
 HA0419'FEET NORTHEAST OF STATION MARK, 165 FEET SOUTHEAST OF EAST
 HA0419'CORNER OF CONCRETE PORCH OF HOUSE, 130 FEET EAST-SOUTHEAST OF A
 HA0419'WELL WITH PUMP, 40 FEET SOUTHEAST OF A FENCE CORNER AT NORTH CORNER
 HA0419'OF A BARN LOT, 5 FEET NORTHEAST OF BARN LOT FENCE AND SET IN THE
 HA0419'TOP OF A 4-INCH CONCRETE FILED TILE ABOUT 16 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2242 ***********************************************************************
 HZ2242  DESIGNATION -  KOSMOSDALE PORTLAND CEMENT STK
 HZ2242  PID         -  HZ2242
 HZ2242  STATE/COUNTY-  KY/JEFFERSON
 HZ2242  USGS QUAD   -  KOSMOSDALE (1994)
 HZ2242
 HZ2242                         *CURRENT SURVEY CONTROL
 HZ2242  ___________________________________________________________________
 HZ2242* NAD 83(1993)-  38 02 05.35678(N)    085 54 32.74634(W)     ADJUSTED  
 HZ2242* NAVD 88     -                                                        
 HZ2242  ___________________________________________________________________
 HZ2242  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 HZ2242  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HZ2242
 HZ2242  HORZ ORDER  -  THIRD
 HZ2242
 HZ2242.The horizontal coordinates were established by classical geodetic methods
 HZ2242.and adjusted by the National Geodetic Survey in December 1995..
 HZ2242
 HZ2242
 HZ2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2242
 HZ2242.The geoid height was determined by GEOID03.
 HZ2242
 HZ2242;                    North         East     Units Scale Factor Converg.
 HZ2242;SPC KY1Z     - 1,188,847.526 1,486,034.080   MT  0.99990875   -0 05 51.6
 HZ2242;SPC KY1Z     - 3,900,410.59  4,875,430.14   sFT  0.99990875   -0 05 51.6
 HZ2242;SPC KY N     -    60,675.071   354,355.705   MT  0.99999039   -1 01 55.4
 HZ2242;SPC KY N     -   199,064.80  1,162,582.01   sFT  0.99999039   -1 01 55.4
 HZ2242;SPC IN E     -   309,386.696    78,717.583   MT  0.99997224   -0 08 57.7
 HZ2242;SPC IN E     - 1,015,046.19    258,259.27   sFT  0.99997224   -0 08 57.7
 HZ2242;UTM  16      - 4,210,240.110   595,734.539   MT  0.99971288   +0 40 19.9
 HZ2242
 HZ2242                          SUPERSEDED SURVEY CONTROL
 HZ2242
 HZ2242  NAD 83(1986)-  38 02 05.36236(N)    085 54 32.75357(W) AD(       ) 4
 HZ2242  NAD 27      -  38 02 05.10000(N)    085 54 32.88000(W) AD(       ) 3
 HZ2242
 HZ2242.Superseded values are not recommended for survey control.
 HZ2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2242.See file dsdata.txt to determine how the superseded data were derived.
 HZ2242
 HZ2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9573510240(NAD 83)
 HZ2242_MARKER: 63 = STACK
 HZ2242
 HZ2242  HISTORY     - Date     Condition        Report By
 HZ2242  HISTORY     - 1950     FIRST OBSERVED   CGS
 HZ2242
 HZ2242                          STATION DESCRIPTION
 HZ2242
 HZ2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HZ2242'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF SHIVELY AND 4 MILES
 HZ2242'NORTHEAST OF WEST POINT. IT IS A CONCRETE STACK ABOUT 150 FEET
 HZ2242'HIGH AND IS NATURAL CEMENT COLOR. THE POINT OF INTERSECTION WAS THE
 HZ2242'CENTER OF THE TOP OF THE STACK.
 HZ2242'
 HZ2242'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND U.S.
 HZ2242'HIGHWAY 60 IN TIP TOP WHICH IS 17 MILES NORTH OF ELIZABETHTOWN,
 HZ2242'GO NORTHEAST ON HIGHWAYS 31W AND 60 FOR 11.8 MILES TO THE VILLAGE OF
 HZ2242'KOSMOSDALE AND THE STACK ABOUT 0.05 MILE FROM THE HIGHWAY ON
 HZ2242'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0005 ***********************************************************************
 GD0005  DESIGNATION -  KS 2 USE
 GD0005  PID         -  GD0005
 GD0005  STATE/COUNTY-  KY/LYON
 GD0005  USGS QUAD   -  BIRMINGHAM POINT (1987)
 GD0005
 GD0005                         *CURRENT SURVEY CONTROL
 GD0005  ___________________________________________________________________
 GD0005* NAD 83(1986)-  36 59 26.     (N)    088 13 18.     (W)     SCALED    
 GD0005* NAVD 88     -       130.754  (meters)     428.98   (feet)  ADJUSTED  
 GD0005  ___________________________________________________________________
 GD0005  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GD0005  DYNAMIC HT  -         130.656 (meters)     428.66  (feet)  COMP
 GD0005  MODELED GRAV-     979,878.1   (mgal)                       NAVD 88
 GD0005
 GD0005  VERT ORDER  -  FIRST     CLASS I
 GD0005
 GD0005.The horizontal coordinates were scaled from a topographic map and have
 GD0005.an estimated accuracy of +/- 6 seconds.
 GD0005
 GD0005.The orthometric height was determined by differential leveling
 GD0005.and adjusted by the National Geodetic Survey in June 1991..
 GD0005
 GD0005.The geoid height was determined by GEOID03.
 GD0005
 GD0005.The dynamic height is computed by dividing the NAVD 88
 GD0005.geopotential number by the normal gravity value computed on the
 GD0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0005.degrees latitude (g = 980.6199 gals.).
 GD0005
 GD0005.The modeled gravity was interpolated from observed gravity values.
 GD0005
 GD0005;                    North         East    Units  Estimated Accuracy
 GD0005;SPC KY1Z     - 1,075,860.    1,279,990.      MT  (+/- 180 meters Scaled)
 GD0005
 GD0005                          SUPERSEDED SURVEY CONTROL
 GD0005
 GD0005  NGVD 29 (??/??/??)  130.829  (m)          429.23   (f) ADJUSTED    1 1
 GD0005
 GD0005.Superseded values are not recommended for survey control.
 GD0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0005.See file dsdata.txt to determine how the superseded data were derived.
 GD0005
 GD0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF912945(NAD 83)
 GD0005_MARKER: DD = SURVEY DISK
 GD0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0005_SP_SET: BRIDGE ABUTMENT
 GD0005_STAMPING: KS-2 ELEV 429.580 1966
 GD0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0005+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 GD0005
 GD0005  HISTORY     - Date     Condition        Report By
 GD0005  HISTORY     - 1966     MONUMENTED       DOD
 GD0005  HISTORY     - 1968     GOOD             CGS
 GD0005  HISTORY     - 1989     GOOD             USPSQD
 GD0005  HISTORY     - 20030805 GOOD             KYDT
 GD0005
 GD0005                          STATION DESCRIPTION
 GD0005
 GD0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0005'3 MI S FROM BARKLEY DAM.
 GD0005'ABOUT 0.75 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 GD0005'FROM THE NAVIGATION LOCK AT BARKLEY DAM, THENCE 0.6 MILE SOUTH
 GD0005'ALONG A SIDETRACK, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD TO
 GD0005'THE POST OFFICE AT GRAND RIVERS, THENCE 1.3 MILES SOUTH ALONG
 GD0005'STATE HIGHWAY 453, SET IN THE TOP OF THE EAST END OF THE NORTH
 GD0005'CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER BARKLEY CANAL, 14 1/2
 GD0005'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2.3 FEET NORTH OF
 GD0005'THE NORTH END OF THE GUARD RAIL ON THE BRIDGE, AND ABOUT 1 FOOT
 GD0005'ABOVE THE LEVEL OF THE HIGHWAY.
 GD0005
 GD0005                          STATION RECOVERY (1989)
 GD0005
 GD0005'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 GD0005'RECOVERED IN GOOD CONDITION.
 GD0005
 GD0005                          STATION RECOVERY (2003)
 GD0005
 GD0005'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GD0005'MARK IS DIRECTLY UNDER GUARD RAIL THAT HAS BEEN ATTACHED TO BRIDGE,
 GD0005'USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0381 ***********************************************************************
 GB0381  DESIGNATION -  KU RM 2
 GB0381  PID         -  GB0381
 GB0381  STATE/COUNTY-  KY/LAUREL
 GB0381  USGS QUAD   -  SAWYER (1981)
 GB0381
 GB0381                         *CURRENT SURVEY CONTROL
 GB0381  ___________________________________________________________________
 GB0381* NAD 83(1986)-  36 58 00.     (N)    084 18 39.     (W)     SCALED    
 GB0381* NAVD 88     -       369.686  (meters)    1212.88   (feet)  ADJUSTED  
 GB0381  ___________________________________________________________________
 GB0381  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB0381  DYNAMIC HT  -         369.394 (meters)    1211.92  (feet)  COMP
 GB0381  MODELED GRAV-     979,831.9   (mgal)                       NAVD 88
 GB0381
 GB0381  VERT ORDER  -  SECOND    CLASS 0
 GB0381
 GB0381.The horizontal coordinates were scaled from a topographic map and have
 GB0381.an estimated accuracy of +/- 6 seconds.
 GB0381
 GB0381.The orthometric height was determined by differential leveling
 GB0381.and adjusted by the National Geodetic Survey in June 1991..
 GB0381
 GB0381.The geoid height was determined by GEOID03.
 GB0381
 GB0381.The dynamic height is computed by dividing the NAVD 88
 GB0381.geopotential number by the normal gravity value computed on the
 GB0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0381.degrees latitude (g = 980.6199 gals.).
 GB0381
 GB0381.The modeled gravity was interpolated from observed gravity values.
 GB0381
 GB0381;                    North         East    Units  Estimated Accuracy
 GB0381;SPC KY1Z     - 1,071,280.    1,628,160.      MT  (+/- 180 meters Scaled)
 GB0381
 GB0381                          SUPERSEDED SURVEY CONTROL
 GB0381
 GB0381  NGVD 29 (??/??/92)  369.84   (m)         1213.4    (f) COMPUTED    2 0
 GB0381
 GB0381.Superseded values are not recommended for survey control.
 GB0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0381.See file dsdata.txt to determine how the superseded data were derived.
 GB0381
 GB0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF394945(NAD 83)
 GB0381_MARKER: DD = SURVEY DISK
 GB0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0381_STAMPING: KU 2 1213.393
 GB0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0381+STABILITY: SURFACE MOTION
 GB0381
 GB0381  HISTORY     - Date     Condition        Report By
 GB0381  HISTORY     - UNK      MONUMENTED       USE
 GB0381  HISTORY     - 1950     GOOD             NGS
 GB0381  HISTORY     - 1958     GOOD             NGS
 GB0381
 GB0381                          STATION DESCRIPTION
 GB0381
 GB0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0381'19.2 MI SW FROM LONDON.
 GB0381'ABOUT 15.75 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE
 GB0381'COURT HOUSE AT LONDON, THENCE ABOUT 3.3 MILES SOUTHWEST ALONG
 GB0381'ROCKCULMA ROAD, THENCE ABOUT 0.1 MILE EAST ALONG A ROUGH DIM
 GB0381'ROAD, 8 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 7 1/2 FEET
 GB0381'NORTHWEST OF THE NORTHWEST POST OF A BOARD GATE, 84 1/2 FEET
 GB0381'NORTHWEST OF THE SOUTHWEST CORNER OF A TAR PAPER COVERED SHACK,
 GB0381'104 FEET SOUTHWEST OF THE STATION MARK, 1 FOOT SOUTHWEST OF A
 GB0381'FENCE LINE, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 GB0381'CONCRETE POST PROJECTING 10 INCHES.
 GB0381
 GB0381                          STATION RECOVERY (1958)
 GB0381
 GB0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1499 ***********************************************************************
 HB1499  DESIGNATION -  KUTTAWA
 HB1499  PID         -  HB1499
 HB1499  STATE/COUNTY-  KY/LYON
 HB1499  USGS QUAD   -  GRAND RIVERS (1993)
 HB1499
 HB1499                         *CURRENT SURVEY CONTROL
 HB1499  ___________________________________________________________________
 HB1499* NAD 83(1993)-  37 01 29.09809(N)    088 09 30.53937(W)     ADJUSTED  
 HB1499* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 HB1499  ___________________________________________________________________
 HB1499  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 HB1499  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 HB1499
 HB1499  HORZ ORDER  -  SECOND
 HB1499
 HB1499.The horizontal coordinates were established by classical geodetic methods
 HB1499.and adjusted by the National Geodetic Survey in December 1995..
 HB1499
 HB1499.The orthometric height was scaled from a topographic map.
 HB1499
 HB1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1499
 HB1499.The geoid height was determined by GEOID03.
 HB1499
 HB1499;                    North         East     Units Scale Factor Converg.
 HB1499;SPC KY1Z     - 1,079,502.777 1,285,707.068   MT  1.00001453   -1 28 43.4
 HB1499;SPC KY1Z     - 3,541,668.69  4,218,190.61   sFT  1.00001453   -1 28 43.4
 HB1499;SPC KY S     -   579,460.348   285,718.198   MT  0.99995990   -1 27 38.4
 HB1499;SPC KY S     - 1,901,112.83    937,393.79   sFT  0.99995990   -1 27 38.4
 HB1499;UTM  16      - 4,098,245.270   396,954.195   MT  0.99973081   -0 41 51.6
 HB1499
 HB1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1499!SPC KY1Z     -   0.99997896  x   1.00001453  =   0.99999349
 HB1499!SPC KY S     -   0.99997896  x   0.99995990  =   0.99993886
 HB1499!UTM  16      -   0.99997896  x   0.99973081  =   0.99970978
 HB1499
 HB1499|---------------------------------------------------------------------|
 HB1499| PID    Reference Object                     Distance      Geod. Az  |
 HB1499|                                                           dddmmss.s |
 HB1499| CI4022 KUTTAWA RM 1                         18.170 METERS 06250     |
 HB1499| GD0025 HEMITITE                            APPROX.12.9 KM 1551623.3 |
 HB1499| CI4023 KUTTAWA RM 2                         10.010 METERS 18210     |
 HB1499| CI4021 KUTTAWA AZ MK                                      2891240.4 |
 HB1499|---------------------------------------------------------------------|
 HB1499
 HB1499                          SUPERSEDED SURVEY CONTROL
 HB1499
 HB1499  NAD 83(1986)-  37 01 29.10684(N)    088 09 30.54229(W) AD(       ) 2
 HB1499  NAD 27      -  37 01 28.91200(N)    088 09 30.44700(W) AD(       ) 2
 HB1499
 HB1499.Superseded values are not recommended for survey control.
 HB1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1499.See file dsdata.txt to determine how the superseded data were derived.
 HB1499
 HB1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF9695498245(NAD 83)
 HB1499_MARKER: DS = TRIANGULATION STATION DISK
 HB1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1499
 HB1499  HISTORY     - Date     Condition        Report By
 HB1499  HISTORY     - 1930     MONUMENTED       CGS
 HB1499  HISTORY     - 1934     GOOD             CGS
 HB1499  HISTORY     - 1966     GOOD             CGS
 HB1499
 HB1499                          STATION DESCRIPTION
 HB1499
 HB1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1499'ABOUT 3-1/2 MILES SOUTHWEST OF KUTTAWA ON LAND OWNED BY WILLIE DYCUS,
 HB1499'WHO LIVES 1 MILE SOUTH OF STATION.
 HB1499'
 HB1499'REACHED FROM KUTTAWA BY HIGHWAY 50 WEST OF TOWN 1/2 MILE TO A ROAD
 HB1499'LEADING SOUTHWEST DOWN A STEEP GRADE WHERE THE HIGHWAY SWINGS
 HB1499'TO THE RIGHT, FOLLOW THE EUREKA FERRY ROAD, WHICH GOES ALONG
 HB1499'RAILROAD, 1.4 MILES TO A FORK, TAKE RIGHT ROAD AND FOLLOW WEST 1.5
 HB1499'MILES TO TOP OF A STEEP GRADE, TURN SOUTH ON A PRIVATE ROAD AND
 HB1499'FOLLOW ACROSS A FIELD 1/2 MILE TO A FORK ON TOP OF A HILL,
 HB1499'THENCE EAST ON WOODS-ROAD 35 METERS TO TRIANGULAR BLAZE ON 16-INCH
 HB1499'OAK WHICH IS 6.2 METERS SOUTHEAST OF STATION.  STATION IS 9.5
 HB1499'METERS NORTHWEST OF CENTER LINE OF DIRT ROAD IN THICKET.
 HB1499'
 HB1499'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HB1499'SET IN CONCRETE.
 HB1499'
 HB1499'REFERENCE MARK NO. 1 IS NORTHEAST-BY-EAST FROM THE STATION AND 4.3
 HB1499'METERS EAST OF CENTER LINE OF DIRT ROAD.
 HB1499'
 HB1499'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST FROM STATION AND 5.8 METERS
 HB1499'SOUTH OF CENTER LINE OF DIRT ROAD.
 HB1499'
 HB1499'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 HB1499
 HB1499                          STATION RECOVERY (1934)
 HB1499
 HB1499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HB1499'ON A WOODED POINT, WHICH IS THE PROPERTY OF WILLIE DYCUS, ABOUT 3-1/2
 HB1499'MILES SOUTHWEST OF KUTTAWA, AND 4-1/2 MILES EAST-NORTHEAST OF
 HB1499'GRAND RIVERS.  THE STATION MARK, A SQUARE BLOCK OF CONCRETE
 HB1499'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND SURFACE, WAS
 HB1499'RECOVERED IN GOOD CONDITION.
 HB1499'
 HB1499'TO REACH FROM RAILROAD STATION AT KUTTAWA, GO 0.35 MILE SOUTHWEST ON
 HB1499'U.S. HIGHWAY 62 AND TAKE LEFT FORK DOWN HILL, PROCEED 0.45 MILE
 HB1499'TO FORKS, KEEP MAIN LEFT FORK FOR 1.35 MILES OR 0.25 MILE PAST IRON
 HB1499'BRIDGE, TO FORKS, TAKE RIGHT FORK AT HUGE ROCK ON RIGHT AND CONTINUE
 HB1499'1.5 MILES, TAKE FIELD-ROAD LEFT BY THE J. GREEN HOME, GO 0.4 MILE AND
 HB1499'TAKE RIGHT FORK 0.1 MILE TO STATION.  THE STATION IS
 HB1499'LOCATED IN THICKET 31 FEET NORTHWEST OF CENTER LINE OF DIRT ROAD,
 HB1499'AND 20 FEET NORTHWEST OF A 16-INCH OAK WITH TRIANGULAR BLAZE.
 HB1499'
 HB1499'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, AND 14 FEET EAST
 HB1499'OF CENTER LINE OF WOODS-ROAD.
 HB1499'
 HB1499'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION, AND 19 FEET
 HB1499'NORTH-NORTHEAST OF CENTER LINE OF WOODS-ROAD.
 HB1499'
 HB1499'AZIMUTH MARK IS ABOUT 0.15 MILE WEST OF STATION AT EDGE OF WOODS,
 HB1499'ABOUT 75 FEET SOUTHEAST OF WIRE FENCE, AND 200 FEET
 HB1499'SOUTH-SOUTHWEST OF MAIN ROAD.  A 90-FOOT TOWER WILL SEE ALL LINES.
 HB1499'
 HB1499'BOTH THE REFERENCE MARKS, WERE RECOVERED IN GOOD CONDITION,
 HB1499'AND AN ADDITIONAL REFERENCE MARK, AZIMUTH WAS
 HB1499'ESTABLISHED.
 HB1499'
 HB1499'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HB1499
 HB1499                          STATION RECOVERY (1966)
 HB1499
 HB1499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HB)
 HB1499'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 HB1499'NEW TO REACH FOLLOWS--
 HB1499'
 HB1499'TO REACH FROM THE EAST END OF KENTUCKY DAM OVER THE
 HB1499'TENNESSEE RIVER, GO EAST ON U.S. 62 AND U.S. 641 FOR 5.95
 HB1499'MILES TO SIDE ROAD RIGHT (ABOUT 200 FEET EAST OF ILLINOIS
 HB1499'CENTRAL RAILWAY BRIDGE).  TURN RIGHT AND GO SOUTH FOR 0.65
 HB1499'MILE TO ROAD FORK.  TAKE LEFT FORK AND GO 1.45 MILES TO DIM
 HB1499'WOODS ROAD ON RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.40 MILE TO
 HB1499'MARK ON RIGHT.  LOCAL DESCRIPTIONS ARE ADEQUATE.  A METAL POST
 HB1499'AND SIGN WERE ERECTED DURING THE VISIT.
 HB1499'
 HB1499'THE STATION IS 2.6 FEET NORTHEAST OF THE SIGN.
 HB1499'
 HB1499'HEIGHT OF LIGHT ABOVE STATION MARK 15.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1901 ***********************************************************************
 HB1901  HT_MOD      -  This is a Height Modernization Survey Station.
 HB1901  CBN         -  This is a Cooperative Base Network Control Station.
 HB1901  DESIGNATION -  KY 01
 HB1901  PID         -  HB1901
 HB1901  STATE/COUNTY-  KY/MCCRACKEN
 HB1901  USGS QUAD   -  PADUCAH EAST (1982)
 HB1901
 HB1901                         *CURRENT SURVEY CONTROL
 HB1901  ___________________________________________________________________
 HB1901* NAD 83(1993)-  37 01 01.39783(N)    088 31 35.11747(W)     ADJUSTED  
 HB1901* NAVD 88     -       118.80   (meters)     389.8    (feet)  GPS OBS   
 HB1901  ___________________________________________________________________
 HB1901  X           -     131,123.779 (meters)                     COMP
 HB1901  Y           -  -5,097,239.611 (meters)                     COMP
 HB1901  Z           -   3,818,958.914 (meters)                     COMP
 HB1901  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 HB1901  ELLIP HEIGHT-          90.24  (meters)          (11/03/04) GPS OBS
 HB1901  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HB1901
 HB1901  HORZ ORDER  -  B
 HB1901  ELLP ORDER  -  THIRD     CLASS I
 HB1901
 HB1901.The horizontal coordinates were established by GPS observations
 HB1901.and adjusted by the National Geodetic Survey in September 2003..
 HB1901
 HB1901.The orthometric height was determined by GPS observations and a
 HB1901.high-resolution geoid model using precise GPS observation and
 HB1901.processing techniques.
 HB1901
 HB1901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1901
 HB1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1901
 HB1901.The ellipsoidal height was determined by GPS observations
 HB1901.and is referenced to NAD 83.
 HB1901
 HB1901.The geoid height was determined by GEOID03.
 HB1901
 HB1901;                    North         East     Units Scale Factor Converg.
 HB1901;SPC KY1Z     - 1,079,558.630 1,252,953.653   MT  1.00001652   -1 42 16.6
 HB1901;SPC KY1Z     - 3,541,851.94  4,110,732.11   sFT  1.00001652   -1 42 16.6
 HB1901;SPC KY S     -   579,505.086   252,966.576   MT  0.99996063   -1 41 01.7
 HB1901;SPC KY S     - 1,901,259.60    829,941.17   sFT  0.99996063   -1 41 01.7
 HB1901;UTM  16      - 4,097,853.466   364,210.895   MT  0.99982715   -0 55 08.9
 HB1901
 HB1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1901!SPC KY1Z     -   0.99998584  x   1.00001652  =   1.00000236
 HB1901!SPC KY S     -   0.99998584  x   0.99996063  =   0.99994647
 HB1901!UTM  16      -   0.99998584  x   0.99982715  =   0.99981299
 HB1901
 HB1901                          SUPERSEDED SURVEY CONTROL
 HB1901
 HB1901  ELLIP H (09/08/03)   90.25   (m)                       GP(       ) 4 1
 HB1901  NAD 83(1993)-  37 01 01.39754(N)    088 31 35.11771(W) AD(       ) B
 HB1901  ELLIP H (09/07/94)   90.25   (m)                       GP(       ) 4 1
 HB1901
 HB1901.Superseded values are not recommended for survey control.
 HB1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1901.See file dsdata.txt to determine how the superseded data were derived.
 HB1901
 HB1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF6421197853(NAD 83)
 HB1901_MARKER: I = METAL ROD
 HB1901_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HB1901+WITH SETTING: INFORMATION.
 HB1901_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HB1901_STAMPING: KY 01 DOT 1993
 HB1901_MARK LOGO: NGS   
 HB1901_PROJECTION: FLUSH
 HB1901_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1901+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2003
 HB1901_ROD/PIPE-DEPTH: 3.5  meters
 HB1901_SLEEVE-DEPTH  : 1 meters
 HB1901
 HB1901  HISTORY     - Date     Condition        Report By
 HB1901  HISTORY     - 1993     MONUMENTED       NGS
 HB1901  HISTORY     - 19940224 GOOD
 HB1901  HISTORY     - 20010817 GOOD             KYDT
 HB1901  HISTORY     - 20010817 GOOD             KYDT
 HB1901  HISTORY     - 20020518 GOOD             EMCINC
 HB1901  HISTORY     - 20020605 GOOD             USACE
 HB1901  HISTORY     - 20030106 GOOD             WOOLPT
 HB1901  HISTORY     - 20031004 GOOD             USPSQD
 HB1901
 HB1901                          STATION DESCRIPTION
 HB1901
 HB1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HB1901'THE STATION IS LOCATED 6.0 MI (9.7 KM) SOUTHEAST OF PADUCAH, IN
 HB1901'REIDLAND AND IN FRONT OF THE KENTUCKY TRANSPORTATION CABINET DISTRICT
 HB1901'1 OFFICE. OWNERSHIP--KENTUCKY TRANSPORTATION CABINET (KTC).
 HB1901'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 24 AND U.S.
 HB1901'HIGHWAY 68 AND I-24 DOWNTOWN WEST LOOP 9EXIT 16), GO NORTHWEST 1.0 MI
 HB1901'(1.6 KM) ON I-24 W DOWNTOWN LOOP TO U.S. HIGHWAY 62.  TURN LEFT AND
 HB1901'GO WEST ON U.S. HIGHWAY 62 WEST AND I-24 W DOWNTOWN LOOP ROAD FOR 1.2
 HB1901'MI (1.9 KM) TO THE KTC DISTRCT 1 OFFICE ON THE LEFT AND THE STATION.
 HB1901'LOCATED 35.4 M (116.1 FT) NORTHWEST FROM THE BLUE KTC DISTRICT 1 SIGN,
 HB1901'26.8 M (87.9 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF PARK ROAD,
 HB1901'20.0 M (65.6 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE KTC
 HB1901'BUILDING, 7.4 M (24.3 FT) EAST FROM THE CENTERLINE OF PAVED DRIVE TO
 HB1901'BUILDING AND 0.4 M (1.3 FT) WEST FROM A WITNESS POST.
 HB1901
 HB1901                          STATION RECOVERY (1994)
 HB1901
 HB1901'RECOVERED 1994
 HB1901'RECOVERED IN GOOD CONDITION.
 HB1901
 HB1901                          STATION RECOVERY (2001)
 HB1901
 HB1901'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001
 HB1901'RECOVERED IN GOOD CONDITION.
 HB1901
 HB1901                          STATION RECOVERY (2001)
 HB1901
 HB1901'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (JG)
 HB1901'RECOVERED IN GOOD CONDITION.
 HB1901
 HB1901                          STATION RECOVERY (2002)
 HB1901
 HB1901'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 HB1901'MARK FOUND AS DESCRIBED.
 HB1901' 
 HB1901'
 HB1901
 HB1901                          STATION RECOVERY (2002)
 HB1901
 HB1901'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002
 HB1901'RECOVERED AS DESCRIBED
 HB1901
 HB1901                          STATION RECOVERY (2003)
 HB1901
 HB1901'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HB1901'RECOVERED AS DESCRIBED.
 HB1901
 HB1901                          STATION RECOVERY (2003)
 HB1901
 HB1901'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB1901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1771 ***********************************************************************
 HA1771  CBN         -  This is a Cooperative Base Network Control Station.
 HA1771  DESIGNATION -  KY 02
 HA1771  PID         -  HA1771
 HA1771  STATE/COUNTY-  KY/HOPKINS
 HA1771  USGS QUAD   -  MADISONVILLE EAST (1978)
 HA1771
 HA1771                         *CURRENT SURVEY CONTROL
 HA1771  ___________________________________________________________________
 HA1771* NAD 83(1993)-  37 21 12.38076(N)    087 29 49.43389(W)     ADJUSTED  
 HA1771* NAVD 88     -       155.4    (meters)     510.     (feet)  GPS OBS   
 HA1771  ___________________________________________________________________
 HA1771  X           -     221,688.820 (meters)                     COMP
 HA1771  Y           -  -5,071,547.115 (meters)                     COMP
 HA1771  Z           -   3,848,722.673 (meters)                     COMP
 HA1771  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 HA1771  ELLIP HEIGHT-         125.32  (meters)          (11/03/04) GPS OBS
 HA1771  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 HA1771
 HA1771  HORZ ORDER  -  B
 HA1771  ELLP ORDER  -  THIRD     CLASS I
 HA1771
 HA1771.The horizontal coordinates were established by GPS observations
 HA1771.and adjusted by the National Geodetic Survey in September 1994..
 HA1771
 HA1771.The orthometric height was determined by GPS observations and a
 HA1771.high-resolution geoid model.
 HA1771
 HA1771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1771
 HA1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1771
 HA1771.The ellipsoidal height was determined by GPS observations
 HA1771.and is referenced to NAD 83.
 HA1771
 HA1771.The geoid height was determined by GEOID03.
 HA1771
 HA1771;                    North         East     Units Scale Factor Converg.
 HA1771;SPC KY1Z     - 1,114,663.647 1,345,230.918   MT  0.99994633   -1 04 21.5
 HA1771;SPC KY1Z     - 3,657,025.65  4,413,478.44   sFT  0.99994633   -1 04 21.5
 HA1771;SPC KY S     -   614,636.431   345,230.833   MT  0.99994546   -1 03 34.3
 HA1771;SPC KY S     - 2,016,519.69  1,132,644.82   sFT  0.99994546   -1 03 34.3
 HA1771;UTM  16      - 4,134,197.549   455,978.515   MT  0.99962387   -0 18 05.7
 HA1771
 HA1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1771!SPC KY1Z     -   0.99998033  x   0.99994633  =   0.99992667
 HA1771!SPC KY S     -   0.99998033  x   0.99994546  =   0.99992580
 HA1771!UTM  16      -   0.99998033  x   0.99962387  =   0.99960421
 HA1771
 HA1771                          SUPERSEDED SURVEY CONTROL
 HA1771
 HA1771  ELLIP H (09/07/94)  125.38   (m)                       GP(       ) 4 1
 HA1771
 HA1771.Superseded values are not recommended for survey control.
 HA1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1771.See file dsdata.txt to determine how the superseded data were derived.
 HA1771
 HA1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG5597934198(NAD 83)
 HA1771_MARKER: I = METAL ROD
 HA1771_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HA1771+WITH SETTING: INFORMATION.
 HA1771_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HA1771_STAMPING: KY 02 DOT 1993
 HA1771_MARK LOGO: NGS   
 HA1771_PROJECTION: FLUSH
 HA1771_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1771+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 HA1771_ROD/PIPE-DEPTH: 2.10 meters
 HA1771_SLEEVE-DEPTH  : 1.00 meters
 HA1771
 HA1771  HISTORY     - Date     Condition        Report By
 HA1771  HISTORY     - 1993     MONUMENTED       NGS
 HA1771  HISTORY     - 19940218 GOOD
 HA1771  HISTORY     - 19951020 GOOD             LOWE
 HA1771  HISTORY     - 20011008 GOOD             KYDT
 HA1771  HISTORY     - 20030107 GOOD             WOOLPT
 HA1771
 HA1771                          STATION DESCRIPTION
 HA1771
 HA1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HA1771'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF THE JUNCTION
 HA1771'OF THE PENNYRILE PARKWAY AND WESTERN KENTUCKY PARKWAY, IN
 HA1771'MADISONVILLE AND IN THE FRONT YARD OF THE KTC DISTRICT 2 OFFICE
 HA1771'BUILDING. OWNERSHIP-KENTUCKY TRANSPORTATION CABINET.
 HA1771'TO REACH THE STATION FROM THE JUNCTION OF PENNYRILE PARKWAY AND STATE
 HA1771'ROUTE 281 (EXIT 44) IN MADISONVILLE, GO WEST ON STATE ROUTE 281 FOR
 HA1771'0.7 MI (1.1 KM) TO STATE ROUTE 1751.  TURN RIGHT AND GO NORTH ON
 HA1771'STATE ROUTE 1751 FOR 0.35 MI (0.56 KM) TO THE KTC DISTRICT 2 OFFICE
 HA1771'AND THE STATION ON THE RIGHT.
 HA1771'LOCATED 56.3 M (184.7 FT) EAST FROM THE BLUE DISTRICT OFFICE SIGN,
 HA1771'14.35 M (47.08 FT) WEST FROM THE CENTERLINE OF DRIVE IN FRONT OF
 HA1771'BUILDING AND 14.3 M (46.9 FT) SOUTHWEST FROM THE FLAG POLE.
 HA1771
 HA1771                          STATION RECOVERY (1994)
 HA1771
 HA1771'RECOVERED 1994
 HA1771'RECOVERED IN GOOD CONDITION.
 HA1771
 HA1771                          STATION RECOVERY (1995)
 HA1771
 HA1771'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 HA1771'RECOVERED AS DESCRIBED.
 HA1771
 HA1771                          STATION RECOVERY (2001)
 HA1771
 HA1771'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (HE)
 HA1771'RECOVERED IN GOOD CONDITION.
 HA1771
 HA1771                          STATION RECOVERY (2003)
 HA1771
 HA1771'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HA1771'RECOVERED AS DESCRIBED WITH THESE ADDITIONS...
 HA1771' 
 HA1771'IN TO-REACH DESCRIPTION, SR 1751 IS NOW DESIGNATED AS SR 41 N.
 HA1771' 
 HA1771'STATION IS 114.0 FT NW OF SW CORNER OF BUILDING, AND 52.2 FT SE OF A
 HA1771'10 INCH DIAMETER APPLE  TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2769 ***********************************************************************
 GC2769  FBN         -  This is a Federal Base Network Control Station.
 GC2769  DESIGNATION -  KY 03
 GC2769  PID         -  GC2769
 GC2769  STATE/COUNTY-  KY/WARREN
 GC2769  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC2769
 GC2769                         *CURRENT SURVEY CONTROL
 GC2769  ___________________________________________________________________
 GC2769* NAD 83(1993)-  36 59 20.66138(N)    086 28 28.08432(W)     ADJUSTED  
 GC2769* NAVD 88     -       144.3    (meters)     473.     (feet)  GPS OBS   
 GC2769  ___________________________________________________________________
 GC2769  X           -     313,665.988 (meters)                     COMP
 GC2769  Y           -  -5,091,160.513 (meters)                     COMP
 GC2769  Z           -   3,816,493.124 (meters)                     COMP
 GC2769  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 GC2769  ELLIP HEIGHT-         113.91  (meters)          (11/03/04) GPS OBS
 GC2769  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GC2769
 GC2769  HORZ ORDER  -  A
 GC2769  ELLP ORDER  -  THIRD     CLASS I
 GC2769
 GC2769.The horizontal coordinates were established by GPS observations
 GC2769.and adjusted by the National Geodetic Survey in September 1994..
 GC2769
 GC2769.The orthometric height was determined by GPS observations and a
 GC2769.high-resolution geoid model.
 GC2769
 GC2769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2769
 GC2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2769
 GC2769.The ellipsoidal height was determined by GPS observations
 GC2769.and is referenced to NAD 83.
 GC2769
 GC2769.The geoid height was determined by GEOID03.
 GC2769
 GC2769;                    North         East     Units Scale Factor Converg.
 GC2769;SPC KY1Z     - 1,073,028.275 1,435,503.784   MT  1.00002389   -0 26 41.3
 GC2769;SPC KY1Z     - 3,520,426.93  4,709,648.66   sFT  1.00002389   -0 26 41.3
 GC2769;SPC KY S     -   573,016.921   435,507.668   MT  0.99996343   -0 26 21.7
 GC2769;SPC KY S     - 1,879,973.01  1,428,828.07   sFT  0.99996343   -0 26 21.7
 GC2769;UTM  16      - 4,093,789.206   546,766.656   MT  0.99962694   +0 18 58.3
 GC2769
 GC2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2769!SPC KY1Z     -   0.99998212  x   1.00002389  =   1.00000601
 GC2769!SPC KY S     -   0.99998212  x   0.99996343  =   0.99994555
 GC2769!UTM  16      -   0.99998212  x   0.99962694  =   0.99960907
 GC2769
 GC2769                          SUPERSEDED SURVEY CONTROL
 GC2769
 GC2769  ELLIP H (09/07/94)  113.98   (m)                       GP(       ) 3 1
 GC2769
 GC2769.Superseded values are not recommended for survey control.
 GC2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2769.See file dsdata.txt to determine how the superseded data were derived.
 GC2769
 GC2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4676793789(NAD 83)
 GC2769_MARKER: I = METAL ROD
 GC2769_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GC2769+WITH SETTING: INFORMATION.
 GC2769_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GC2769_STAMPING: KY 03 DOT 1993
 GC2769_MARK LOGO: NGS   
 GC2769_PROJECTION: FLUSH
 GC2769_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2769+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 GC2769_ROD/PIPE-DEPTH: 1.70 meters
 GC2769_SLEEVE-DEPTH  : 1.00 meters
 GC2769
 GC2769  HISTORY     - Date     Condition        Report By
 GC2769  HISTORY     - 1993     MONUMENTED       NGS
 GC2769  HISTORY     - 19940314 GOOD
 GC2769  HISTORY     - 20010824 GOOD             KYDT
 GC2769  HISTORY     - 20021216 GOOD             WOOLPT
 GC2769
 GC2769                          STATION DESCRIPTION
 GC2769
 GC2769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GC2769'THE STATION IS LOCATED AT THE KENTUCKY TRANSPORTATION CABINET (KTC)
 GC2769'DISTRICT THREE OFFICE IN BOWLING GREEN. OWNERSHIP--(KTC).
 GC2769'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 231 WITH
 GC2769'THE GREEN RIVER PARKWAY IN NORTHWEST BOWLING GREEN, GO SOUTHEAST ON
 GC2769'HIGHWAY 231 (MORGANTOWN ROAD) FOR 1.0 MILE (1.6 KM) TO STATE ROAD
 GC2769'880. CONTINUE EAST ON HIGHWAY 231 FOR 0.7 MILE, PAST THE KTC OFFICE
 GC2769'BUILDING, TO OLD MORGANTOWN ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 GC2769'ON OLD MORGANTOWN ROAD FOR 110 FEET (33.5 M) TO THE PAVED
 GC2769'ENTERANCEWAY ON THE LEFT.  TURN LEFT AND GO WEST ON ENTERANCEWAY
 GC2769'DRIVE FOR 140 FEET (42.7 M) TO THE STATION ON THE RIGHT IN A GRASS
 GC2769'FIELD AND RETENTION BASIN.
 GC2769'LOCATED 38.2 FEET (11.6 M) NORTH OF THE CENTERLINE OF THE ENTERANCE
 GC2769'DRIVE, 25.4 FEET (7.7 M) SOUTHWEST OF THE SOUTH END OF A CULVERT
 GC2769'HEADWALL, 65.5 FEET (20.0 M) WEST OF THE WEST END OF A BOX CULVERT,
 GC2769'94.0 FEET (28.7 M) EAST OF THE SOUTHEAST CORNER OF A TWO STORY BRICK
 GC2769'BUILDING, AND 0.5 METER (1.6 FT) SOUTH OF A WITNESS POST.
 GC2769
 GC2769                          STATION RECOVERY (1994)
 GC2769
 GC2769'RECOVERED 1994
 GC2769'RECOVERED IN GOOD CONDITION.
 GC2769
 GC2769                          STATION RECOVERY (2001)
 GC2769
 GC2769'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (DP)
 GC2769'MARK IS 101 FEET SOUTH OF THE SOUTHEAST CORNER OF A ONE STORY BRICK
 GC2769'BUILDING AND 80 FEET EAST OF A FLAG POLE BASE.
 GC2769
 GC2769                          STATION RECOVERY (2002)
 GC2769
 GC2769'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GC2769'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2666 ***********************************************************************
 HZ2666  CBN         -  This is a Cooperative Base Network Control Station.
 HZ2666  DESIGNATION -  KY 05
 HZ2666  PID         -  HZ2666
 HZ2666  STATE/COUNTY-  KY/JEFFERSON
 HZ2666  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2666
 HZ2666                         *CURRENT SURVEY CONTROL
 HZ2666  ___________________________________________________________________
 HZ2666* NAD 83(1993)-  38 11 42.85079(N)    085 44 15.88099(W)     ADJUSTED  
 HZ2666* NAVD 88     -       149.1    (meters)     489.     (feet)  GPS OBS   
 HZ2666  ___________________________________________________________________
 HZ2666  X           -     373,032.192 (meters)                     COMP
 HZ2666  Y           -  -5,005,267.959 (meters)                     COMP
 HZ2666  Z           -   3,922,569.752 (meters)                     COMP
 HZ2666  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 HZ2666  ELLIP HEIGHT-         115.86  (meters)          (11/03/04) GPS OBS
 HZ2666  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HZ2666
 HZ2666  HORZ ORDER  -  B
 HZ2666  ELLP ORDER  -  THIRD     CLASS I
 HZ2666
 HZ2666.The horizontal coordinates were established by GPS observations
 HZ2666.and adjusted by the National Geodetic Survey in September 1994..
 HZ2666
 HZ2666.The orthometric height was determined by GPS observations and a
 HZ2666.high-resolution geoid model.
 HZ2666
 HZ2666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2666
 HZ2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2666
 HZ2666.The ellipsoidal height was determined by GPS observations
 HZ2666.and is referenced to NAD 83.
 HZ2666
 HZ2666.The geoid height was determined by GEOID03.
 HZ2666
 HZ2666;                    North         East     Units Scale Factor Converg.
 HZ2666;SPC KY1Z     - 1,206,640.008 1,501,073.466   MT  0.99992038   +0 00 27.1
 HZ2666;SPC KY1Z     - 3,958,784.76  4,924,771.86   sFT  0.99992038   +0 00 27.1
 HZ2666;SPC KY N     -    78,221.300   369,684.060   MT  0.99997329   -0 55 31.7
 HZ2666;SPC KY N     -   256,631.05  1,212,871.79   sFT  0.99997329   -0 55 31.7
 HZ2666;UTM  16      - 4,228,230.171   610,530.315   MT  0.99975046   +0 46 50.1
 HZ2666
 HZ2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2666!SPC KY1Z     -   0.99998182  x   0.99992038  =   0.99990220
 HZ2666!SPC KY N     -   0.99998182  x   0.99997329  =   0.99995511
 HZ2666!UTM  16      -   0.99998182  x   0.99975046  =   0.99973229
 HZ2666
 HZ2666                          SUPERSEDED SURVEY CONTROL
 HZ2666
 HZ2666  ELLIP H (09/07/94)  115.92   (m)                       GP(       ) 4 1
 HZ2666
 HZ2666.Superseded values are not recommended for survey control.
 HZ2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2666.See file dsdata.txt to determine how the superseded data were derived.
 HZ2666
 HZ2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1053028230(NAD 83)
 HZ2666_MARKER: I = METAL ROD
 HZ2666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HZ2666_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2666_STAMPING: KY 05 DOT 1993
 HZ2666_MARK LOGO: NGS   
 HZ2666_PROJECTION: FLUSH
 HZ2666_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2666+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 HZ2666_ROD/PIPE-DEPTH: 4.90 meters
 HZ2666_SLEEVE-DEPTH  : 1.00 meters
 HZ2666
 HZ2666  HISTORY     - Date     Condition        Report By
 HZ2666  HISTORY     - 1993     MONUMENTED       NGS
 HZ2666  HISTORY     - 19940105 GOOD
 HZ2666  HISTORY     - 19951111 GOOD             LOWE
 HZ2666  HISTORY     - 20010912 GOOD             KYDT
 HZ2666  HISTORY     - 20021207 GOOD             WOOLPT
 HZ2666  HISTORY     - 20031105 GOOD             KYDT
 HZ2666  HISTORY     - 20050516 GOOD             KYTC
 HZ2666
 HZ2666                          STATION DESCRIPTION
 HZ2666
 HZ2666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HZ2666'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) NORTH OF SHEPHERDSVILLE,
 HZ2666'12.0 MI (19.3 KM) WEST-SOUTHWEST OF MIDDLETOWN, 9.0 MI (14.5 KM) WEST
 HZ2666'OF JEFFERSONTOWN AND IN LOUISVILLE, AT THE KENTUCKY TRANSPORTION
 HZ2666'CABINET DISTRICT OFFICE NUMBER 5, AT ENTRANCE TO THE FAIRGROUNDS.
 HZ2666'OWNERSHIP--DISTRICT OFFICE 5.  CONTACT--LARRY CHANEY, DISTRICT DESIGN
 HZ2666'ENGINEER--PHONE 502-367-6411 BEFORE TRACKING.
 HZ2666'TO REACH THE STATION FROM INTERSTATE HIGHWAY 264 WESTBOUND AT (EXIT
 HZ2666'11) CRITTENDEN DRIVE (WHICH IS JUST WEST OF INTERSTATE HIGHWAY 65
 HZ2666'NORTHBOUND), GO NORTHWESTERLY ON CRITTENDEN DRIVE FOR 0.75 MI
 HZ2666'(1.21 KM) TO A TRAFFIC LIGHT AT PHILLIPS LANE, TURN RIGHT ON PHILLIPS
 HZ2666'LANE FOR 0.1 MI (0.2 KM) TO THE DISTRICT 5 OFFICE ON THE LEFT, TURN
 HZ2666'LEFT ONTO THE DRIVEWAY FOR 0.05 MI (0.08 KM) TO STATION ON THE RIGHT.
 HZ2666'THE STATION IS ABOUT 1.0 M (3.3 FT) HIGHER THAN THE DRIVEWAY LEADING
 HZ2666'TO THE DISTRICT 5 OFFICE BUILDING.  LOCATED 143.0 FT (43.6 M)
 HZ2666'NORTHWEST OF THE CENTER OF PHILLIPS LANE, 96.0 FT (29.3 M) SOUTHEAST
 HZ2666'FROM THE CARSONITE WITNESS POST IN A FENCE LINE, 95.0 FT (29.0 M)
 HZ2666'EAST-NORTHEAST FROM THE CENTER OF THE DRIVEWAY, 71.0 FT (21.6 M)
 HZ2666'NORTHWEST FROM A 30-INCH DIAMETER TREE AND 63.0 FT (19.2 M)
 HZ2666'WEST-SOUTHWEST OF THE CENTER OF THE DRIVEWAY.
 HZ2666
 HZ2666                          STATION RECOVERY (1994)
 HZ2666
 HZ2666'RECOVERED 1994
 HZ2666'RECOVERED IN GOOD CONDITION.
 HZ2666
 HZ2666                          STATION RECOVERY (1995)
 HZ2666
 HZ2666'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HZ2666'RECOVERED AS DESCRIBED.
 HZ2666
 HZ2666                          STATION RECOVERY (2001)
 HZ2666
 HZ2666'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (GC)
 HZ2666'RECOVERED IN GOOD CONDITION.
 HZ2666
 HZ2666                          STATION RECOVERY (2002)
 HZ2666
 HZ2666'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 HZ2666'RECOVERED AS DESCRIBED.
 HZ2666
 HZ2666                          STATION RECOVERY (2003)
 HZ2666
 HZ2666'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (JRM)
 HZ2666'RECOVERED AS DESCRIBED
 HZ2666
 HZ2666                          STATION RECOVERY (2005)
 HZ2666
 HZ2666'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (PS)
 HZ2666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6019 ***********************************************************************
 AB6019  CBN         -  This is a Cooperative Base Network Control Station.
 AB6019  DESIGNATION -  KY 06
 AB6019  PID         -  AB6019
 AB6019  STATE/COUNTY-  KY/KENTON
 AB6019  USGS QUAD   -  COVINGTON (1987)
 AB6019
 AB6019                         *CURRENT SURVEY CONTROL
 AB6019  ___________________________________________________________________
 AB6019* NAD 83(1993)-  39 02 41.77962(N)    084 34 35.44964(W)     ADJUSTED  
 AB6019* NAVD 88     -       254.2    (meters)     834.     (feet)  GPS OBS   
 AB6019  ___________________________________________________________________
 AB6019  X           -     468,835.090 (meters)                     COMP
 AB6019  Y           -  -4,938,151.139 (meters)                     COMP
 AB6019  Z           -   3,996,331.570 (meters)                     COMP
 AB6019  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AB6019  ELLIP HEIGHT-         220.12  (meters)          (11/03/04) GPS OBS
 AB6019  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AB6019
 AB6019  HORZ ORDER  -  B
 AB6019  ELLP ORDER  -  THIRD     CLASS I
 AB6019
 AB6019.The horizontal coordinates were established by GPS observations
 AB6019.and adjusted by the National Geodetic Survey in August 1996..
 AB6019
 AB6019.The orthometric height was determined by GPS observations and a
 AB6019.high-resolution geoid model.
 AB6019
 AB6019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6019
 AB6019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6019
 AB6019.The ellipsoidal height was determined by GPS observations
 AB6019.and is referenced to NAD 83.
 AB6019
 AB6019.The geoid height was determined by GEOID03.
 AB6019
 AB6019;                    North         East     Units Scale Factor Converg.
 AB6019;SPC KY1Z     - 1,301,602.557 1,601,599.376   MT  1.00011318   +0 43 13.7
 AB6019;SPC KY1Z     - 4,270,341.06  5,254,580.62   sFT  1.00011318   +0 43 13.7
 AB6019;SPC KY N     -   171,540.508   471,732.882   MT  1.00001284   -0 12 11.2
 AB6019;SPC KY N     -   562,795.82  1,547,676.96   sFT  1.00001284   -0 12 11.2
 AB6019;UTM  16      - 4,324,558.581   709,734.156   MT  1.00014167   +1 31 37.9
 AB6019
 AB6019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6019!SPC KY1Z     -   0.99996547  x   1.00011318  =   1.00007864
 AB6019!SPC KY N     -   0.99996547  x   1.00001284  =   0.99997830
 AB6019!UTM  16      -   0.99996547  x   1.00014167  =   1.00010713
 AB6019
 AB6019|---------------------------------------------------------------------|
 AB6019| PID    Reference Object                     Distance      Geod. Az  |
 AB6019|                                                           dddmmss.s |
 AB6019| AI8989 301                                 194.022 METERS 06908     |
 AB6019|---------------------------------------------------------------------|
 AB6019
 AB6019                          SUPERSEDED SURVEY CONTROL
 AB6019
 AB6019  ELLIP H (08/20/96)  220.16   (m)                       GP(       ) 4 2
 AB6019
 AB6019.Superseded values are not recommended for survey control.
 AB6019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6019.See file dsdata.txt to determine how the superseded data were derived.
 AB6019
 AB6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0973424559(NAD 83)
 AB6019_MARKER: I = METAL ROD
 AB6019_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6019_STAMPING: KY 06 1995
 AB6019_MARK LOGO: NGS   
 AB6019_PROJECTION: FLUSH
 AB6019_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6019+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002
 AB6019_ROD/PIPE-DEPTH: 6.70 meters
 AB6019_SLEEVE-DEPTH  : 0.90 meters
 AB6019
 AB6019  HISTORY     - Date     Condition        Report By
 AB6019  HISTORY     - 1995     MONUMENTED       NGS
 AB6019  HISTORY     - 19971026 GOOD             NGS
 AB6019  HISTORY     - 20001010 GOOD             WOOLPT
 AB6019  HISTORY     - 20020520 GOOD             WOOLPT
 AB6019  HISTORY     - 20021113 GOOD             WOOLPT
 AB6019
 AB6019                          STATION DESCRIPTION
 AB6019
 AB6019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6019'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH OF CINCINNATI,
 AB6019'OHIO, NEAR THE SOUTHWEST SIDE OF COVINGTON, AT THE KENTUCKY DEPARTMENT
 AB6019'OF TRANSPORTATION DISTRICT 6 OFFICE, IN A GRASS STRIP NORTHEAST OF THE
 AB6019'OFFICE BUILDING AND BETWEEN A PARKING LOT AND A CHAIN-LINK FENCE.
 AB6019'OWNERSHIP--KENTUCKY DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION
 AB6019'FROM THE JUNCTION OF INTERSTATE HIGHWAYS 275, 75 AND 71 ON THE
 AB6019'SOUTHWEST SIDE OF COVINGTON, GO NORTH ON HIGHWAYS 75 AND 71 FOR 2.54
 AB6019'KM (1.55 MI) TO THE THE BUTTERMILK PIKE EXIT (EXIT 186) .  TURN RIGHT
 AB6019'AND GO SOUTH ALONG THE PIKE FOR .06 KM (0.05 MI) TO THE ENTRANCE ROAD
 AB6019'TO THE DEPARTMENT OF TRANSPORTATION DISTRICT 6 OFFICE.  TURN RIGHT AND
 AB6019'GO WESTERLY ALONG A WINDING ENTRANCE ROAD FOR 0.28 KM (0.15 MI) TO A
 AB6019'PARKING AREA AND THE STATION ON THE RIGHT. THE STATION IS 43.3 M
 AB6019'(142.1 FT) NORTHEAST OF THE NORTHEAST SIDE OF THE OFFICE BUILDING,
 AB6019'25.8 M (84.6 FT) WEST-SOUTHWEST OF THE NORTHEAST END OF A SIDEWALK AND
 AB6019'THE PARKING AREA, 2.9 M (9.5 FT) NORTHWEST OF THE NORTHWEST EDGE OF
 AB6019'THE SIDEWALK, AND 2.7 M (8.9 FT) SOUTH-SOUTHWEST OF A WITNESS POST AND
 AB6019'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB6019'SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA.  ROD WAS DRIVEN TO
 AB6019'REFUSAL AND IS ANCHORED.
 AB6019
 AB6019                          STATION RECOVERY (1997)
 AB6019
 AB6019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AB6019'RECOVERED AS DESCRIBED.
 AB6019
 AB6019                          STATION RECOVERY (2000)
 AB6019
 AB6019'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (GTF)
 AB6019'RECOVERED AS DESCRIBED.
 AB6019
 AB6019                          STATION RECOVERY (2002)
 AB6019
 AB6019'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 AB6019'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AB6019' 
 AB6019'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 AB6019'THE HORIZON ARE,
 AB6019' 
 AB6019' 
 AB6019'
 AB6019
 AB6019                          STATION RECOVERY (2002)
 AB6019
 AB6019'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 AB6019'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2667 ***********************************************************************
 HZ2667  CBN         -  This is a Cooperative Base Network Control Station.
 HZ2667  DESIGNATION -  KY 07
 HZ2667  PID         -  HZ2667
 HZ2667  STATE/COUNTY-  KY/FAYETTE
 HZ2667  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2667
 HZ2667                         *CURRENT SURVEY CONTROL
 HZ2667  ___________________________________________________________________
 HZ2667* NAD 83(1993)-  38 04 27.67096(N)    084 29 31.03407(W)     ADJUSTED  
 HZ2667* NAVD 88     -       291.9    (meters)     958.     (feet)  GPS OBS   
 HZ2667  ___________________________________________________________________
 HZ2667  X           -     482,571.855 (meters)                     COMP
 HZ2667  Y           -  -5,004,334.092 (meters)                     COMP
 HZ2667  Z           -   3,912,103.586 (meters)                     COMP
 HZ2667  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 HZ2667  ELLIP HEIGHT-         258.61  (meters)          (11/03/04) GPS OBS
 HZ2667  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ2667
 HZ2667  HORZ ORDER  -  B
 HZ2667  ELLP ORDER  -  THIRD     CLASS I
 HZ2667
 HZ2667.The horizontal coordinates were established by GPS observations
 HZ2667.and adjusted by the National Geodetic Survey in September 1994..
 HZ2667
 HZ2667.The orthometric height was determined by GPS observations and a
 HZ2667.high-resolution geoid model.
 HZ2667
 HZ2667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2667
 HZ2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2667
 HZ2667.The ellipsoidal height was determined by GPS observations
 HZ2667.and is referenced to NAD 83.
 HZ2667
 HZ2667.The geoid height was determined by GEOID03.
 HZ2667
 HZ2667;                    North         East     Units Scale Factor Converg.
 HZ2667;SPC KY1Z     - 1,193,967.111 1,610,372.447   MT  0.99991089   +0 46 20.6
 HZ2667;SPC KY1Z     - 3,917,207.10  5,283,363.60   sFT  0.99991089   +0 46 20.6
 HZ2667;SPC KY N     -    63,779.043   478,770.401   MT  0.99998545   -0 09 01.8
 HZ2667;SPC KY N     -   209,248.41  1,570,765.89   sFT  0.99998545   -0 09 01.8
 HZ2667;UTM  16      - 4,217,035.085   719,994.219   MT  1.00019611   +1 32 50.2
 HZ2667
 HZ2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2667!SPC KY1Z     -   0.99995942  x   0.99991089  =   0.99987032
 HZ2667!SPC KY N     -   0.99995942  x   0.99998545  =   0.99994487
 HZ2667!UTM  16      -   0.99995942  x   1.00019611  =   1.00015552
 HZ2667
 HZ2667                          SUPERSEDED SURVEY CONTROL
 HZ2667
 HZ2667  ELLIP H (09/07/94)  258.62   (m)                       GP(       ) 4 1
 HZ2667
 HZ2667.Superseded values are not recommended for survey control.
 HZ2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2667.See file dsdata.txt to determine how the superseded data were derived.
 HZ2667
 HZ2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1999417035(NAD 83)
 HZ2667_MARKER: I = METAL ROD
 HZ2667_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2667_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2667_STAMPING: KY 07 DOT 1993
 HZ2667_MARK LOGO: NGS   
 HZ2667_PROJECTION: FLUSH
 HZ2667_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2667+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 HZ2667_ROD/PIPE-DEPTH: 4.50 meters
 HZ2667_SLEEVE-DEPTH  : 1.00 meters
 HZ2667
 HZ2667  HISTORY     - Date     Condition        Report By
 HZ2667  HISTORY     - 1993     MONUMENTED       NGS
 HZ2667  HISTORY     - 19951114 GOOD             LOWE
 HZ2667  HISTORY     - 20030116 GOOD             WOOLPT
 HZ2667  HISTORY     - 20041027 GOOD             KYTC
 HZ2667
 HZ2667                          STATION DESCRIPTION
 HZ2667
 HZ2667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HZ2667'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH-NORTHEAST OF
 HZ2667'DOWNTOWN LEXINGTON, AT THE KENTUCKY TRANSPORTING CABINET DISTRICT
 HZ2667'OFFICE NUMBER 7, ON NEW CIRCLE ROAD IN THE FRONT LAWN BETWEEN THE
 HZ2667'FLAGPOLE AND THE DISTRICT OFFICE SIGN.  OWNERSHIP--DISTRICT OFFICE
 HZ2667'NUMBER 7.  763 NEW CIRCLE ROAD NW, P.O.BOX 11127 LEXINGTON KY 40512.
 HZ2667'CONTACT A.L PERKINS, BRANCH MANAGER. PHONE 606-254-6612.
 HZ2667'TO REACH THE STATION FROM THE JUNCTION OF U.S. 27,68 AND STATE HIGHWAY
 HZ2667'4 (NEW CIRCLE ROAD) IN NORTHEAST LEXINGTON, GO NORTHWEST ON HIGHWAY 4
 HZ2667'FOR 1.2 MI (1.9 KM) TO THE DISTRICT OFFICE AND STATION ON THE RIGHT.
 HZ2667'LOCATED 29.7 M (97.4 FT) EAST FROM A METAL LIGHT POLE BY STATE HIGHWAY
 HZ2667'4, 21.7 M (71.2 FT) SOUTH-SOUTHWEST FROM THE BOTTOM CENTER FRONT STEP
 HZ2667'TO THE OFFICE, 9.1 M (29.9 FT) SOUTH-SOUTHWEST FROM A FLAGPOLE AND
 HZ2667'5.3 M (17.4 FT) NORTHEAST FROM THE NORTH END OF KTC DISTRICT 7 SIGN.
 HZ2667
 HZ2667                          STATION RECOVERY (1995)
 HZ2667
 HZ2667'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HZ2667'RECOVERED AS DESCRIBED.
 HZ2667
 HZ2667                          STATION RECOVERY (2003)
 HZ2667
 HZ2667'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HZ2667'RECOVERED AS DESCRIBED.
 HZ2667
 HZ2667                          STATION RECOVERY (2004)
 HZ2667
 HZ2667'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2004 (AF)
 HZ2667'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3120 ***********************************************************************
 GZ3120  FBN         -  This is a Federal Base Network Control Station.
 GZ3120  DESIGNATION -  KY 08
 GZ3120  PID         -  GZ3120
 GZ3120  STATE/COUNTY-  KY/PULASKI
 GZ3120  USGS QUAD   -  SOMERSET (1987)
 GZ3120
 GZ3120                         *CURRENT SURVEY CONTROL
 GZ3120  ___________________________________________________________________
 GZ3120* NAD 83(1993)-  37 04 15.10728(N)    084 37 06.83262(W)     ADJUSTED  
 GZ3120* NAVD 88     -       289.4    (meters)     949.     (feet)  GPS OBS   
 GZ3120  ___________________________________________________________________
 GZ3120  X           -     477,881.748 (meters)                     COMP
 GZ3120  Y           -  -5,073,004.448 (meters)                     COMP
 GZ3120  Z           -   3,823,827.146 (meters)                     COMP
 GZ3120  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 GZ3120  ELLIP HEIGHT-         259.17  (meters)          (11/03/04) GPS OBS
 GZ3120  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GZ3120
 GZ3120  HORZ ORDER  -  B
 GZ3120  ELLP ORDER  -  THIRD     CLASS I
 GZ3120
 GZ3120.The horizontal coordinates were established by GPS observations
 GZ3120.and adjusted by the National Geodetic Survey in September 1994..
 GZ3120
 GZ3120.The orthometric height was determined by GPS observations and a
 GZ3120.high-resolution geoid model.
 GZ3120
 GZ3120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3120
 GZ3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3120
 GZ3120.The ellipsoidal height was determined by GPS observations
 GZ3120.and is referenced to NAD 83.
 GZ3120
 GZ3120.The geoid height was determined by GEOID03.
 GZ3120
 GZ3120;                    North         East     Units Scale Factor Converg.
 GZ3120;SPC KY1Z     - 1,082,464.953 1,600,615.255   MT  1.00000301   +0 41 40.8
 GZ3120;SPC KY1Z     - 3,551,387.10  5,251,351.88   sFT  1.00000301   +0 41 40.8
 GZ3120;SPC KY S     -   582,448.706   600,610.576   MT  0.99995590   +0 41 10.2
 GZ3120;SPC KY S     - 1,910,917.13  1,970,503.20   sFT  0.99995590   +0 41 10.2
 GZ3120;UTM  16      - 4,105,386.557   711,710.768   MT  1.00015218   +1 26 09.8
 GZ3120
 GZ3120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3120!SPC KY1Z     -   0.99995933  x   1.00000301  =   0.99996234
 GZ3120!SPC KY S     -   0.99995933  x   0.99995590  =   0.99991523
 GZ3120!UTM  16      -   0.99995933  x   1.00015218  =   1.00011150
 GZ3120
 GZ3120                          SUPERSEDED SURVEY CONTROL
 GZ3120
 GZ3120  ELLIP H (09/07/94)  259.14   (m)                       GP(       ) 4 1
 GZ3120
 GZ3120.Superseded values are not recommended for survey control.
 GZ3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3120.See file dsdata.txt to determine how the superseded data were derived.
 GZ3120
 GZ3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1171105387(NAD 83)
 GZ3120_MARKER: I = METAL ROD
 GZ3120_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GZ3120+WITH SETTING: INFORMATION.
 GZ3120_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3120_STAMPING: KY08 DOT 1993
 GZ3120_MARK LOGO: NGS   
 GZ3120_PROJECTION: RECESSED 1 CENTIMETERS
 GZ3120_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ3120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3120+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2002
 GZ3120_ROD/PIPE-DEPTH: 2.00 meters
 GZ3120_SLEEVE-DEPTH  : 1.00 meters
 GZ3120
 GZ3120  HISTORY     - Date     Condition        Report By
 GZ3120  HISTORY     - 1993     MONUMENTED       NGS
 GZ3120  HISTORY     - 20010927 GOOD             KYDT
 GZ3120  HISTORY     - 20021124 GOOD             WOOLPT
 GZ3120
 GZ3120                          STATION DESCRIPTION
 GZ3120
 GZ3120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GZ3120'THE STATION IS LOCATED ABOUT 27.0 MI (43.5 KM) WEST OF LONDON, IN THE
 GZ3120'TOWN OF SOMERSET AND AT THE KENTUCKY TRANSPORTATION CABINET DISTRICT
 GZ3120'OFFICE NUMBER 8, IN THE FRONT YARD.  OWNERSHIP--DISTRICT 8 OFFICE.
 GZ3120'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 GZ3120'HIGHWAY 80 IN SOMERSET, GO SOUTH ON HIGHWAY 27 FOR 1.3 MI (2.1 KM) TO
 GZ3120'STATE ROUTE 1577 EAST ON THE LEFT, CONTINUE SOUTH ON HIGHWAY 27 FOR
 GZ3120'0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.
 GZ3120'LOCATED 41.2 M (135.2 FT) SOUTH FROM A LIGHT POLE, 21.0 M (68.9 FT)
 GZ3120'SOUTHEAST FROM THE CENTERLINE OF NORTHBOUND LANE OF U.S. HIGHWAY 27,
 GZ3120'15.0 M (49.2 FT) EAST-NORTHEAST FROM A STOP SIGN, 14.1 M (46.3 FT)
 GZ3120'NORTHWEST FROM THE CENTERLINE OF A PAVED DRIVE TO DISTRICT OFFICE AND
 GZ3120'11.1 M (36.4 FT) SOUTHEAST FROM A WITNESS POST.
 GZ3120
 GZ3120                          STATION RECOVERY (2001)
 GZ3120
 GZ3120'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RL)
 GZ3120'MARK IS 42.5 FEET SOUTHEAST OF GUTTERLINE OF NORTHBOUND LANES OF US
 GZ3120'127, 44.8 FEET NORTHWEST OF CENTERLINE OF PAVED DRIVE TO KYTC DISTRICT
 GZ3120'8 OFFICE.
 GZ3120
 GZ3120                          STATION RECOVERY (2002)
 GZ3120
 GZ3120'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GZ3120'RECOVERED AS DESCRIBED WITH THESE ADDITION.
 GZ3120' 
 GZ3120'STATION IS 41.2 M (135.2 FT) NW FROM LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2563 ***********************************************************************
 HY2563  CBN         -  This is a Cooperative Base Network Control Station.
 HY2563  DESIGNATION -  KY 09
 HY2563  PID         -  HY2563
 HY2563  STATE/COUNTY-  KY/FLEMING
 HY2563  USGS QUAD   -  FLEMINGSBURG (1979)
 HY2563
 HY2563                         *CURRENT SURVEY CONTROL
 HY2563  ___________________________________________________________________
 HY2563* NAD 83(1993)-  38 25 20.59297(N)    083 44 54.61843(W)     ADJUSTED  
 HY2563* NAVD 88     -       285.8    (meters)     938.     (feet)  GPS OBS   
 HY2563  ___________________________________________________________________
 HY2563  X           -     544,858.888 (meters)                     COMP
 HY2563  Y           -  -4,973,871.842 (meters)                     COMP
 HY2563  Z           -   3,942,440.218 (meters)                     COMP
 HY2563  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 HY2563  ELLIP HEIGHT-         252.60  (meters)          (11/03/04) GPS OBS
 HY2563  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HY2563
 HY2563  HORZ ORDER  -  B
 HY2563  ELLP ORDER  -  THIRD     CLASS I
 HY2563
 HY2563.The horizontal coordinates were established by GPS observations
 HY2563.and adjusted by the National Geodetic Survey in September 1994..
 HY2563
 HY2563.The orthometric height was determined by GPS observations and a
 HY2563.high-resolution geoid model.
 HY2563
 HY2563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY2563
 HY2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2563
 HY2563.The ellipsoidal height was determined by GPS observations
 HY2563.and is referenced to NAD 83.
 HY2563
 HY2563.The geoid height was determined by GEOID03.
 HY2563
 HY2563;                    North         East     Units Scale Factor Converg.
 HY2563;SPC KY1Z     - 1,233,726.667 1,674,761.036   MT  0.99995026   +1 13 43.8
 HY2563;SPC KY1Z     - 4,047,651.57  5,494,611.83   sFT  0.99995026   +1 13 43.8
 HY2563;SPC KY N     -   102,501.426   543,791.825   MT  0.99996238   +0 18 43.1
 HY2563;SPC KY N     -   336,290.10  1,784,090.35   sFT  0.99996238   +0 18 43.1
 HY2563;UTM  17      - 4,256,259.465   260,058.092   MT  1.00030906   -1 42 32.0
 HY2563
 HY2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2563!SPC KY1Z     -   0.99996037  x   0.99995026  =   0.99991063
 HY2563!SPC KY N     -   0.99996037  x   0.99996238  =   0.99992275
 HY2563!UTM  17      -   0.99996037  x   1.00030906  =   1.00026941
 HY2563
 HY2563                          SUPERSEDED SURVEY CONTROL
 HY2563
 HY2563  ELLIP H (09/07/94)  252.63   (m)                       GP(       ) 4 1
 HY2563
 HY2563.Superseded values are not recommended for survey control.
 HY2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2563.See file dsdata.txt to determine how the superseded data were derived.
 HY2563
 HY2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6005856259(NAD 83)
 HY2563_MARKER: I = METAL ROD
 HY2563_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HY2563_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HY2563_STAMPING: KY 09 DOT 1993
 HY2563_MARK LOGO: NGS   
 HY2563_PROJECTION: FLUSH
 HY2563_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY2563+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2002
 HY2563_ROD/PIPE-DEPTH: 4.30 meters
 HY2563_SLEEVE-DEPTH  : 1.00 meters
 HY2563
 HY2563  HISTORY     - Date     Condition        Report By
 HY2563  HISTORY     - 1993     MONUMENTED       NGS
 HY2563  HISTORY     - 19950311 GOOD             LOWE
 HY2563  HISTORY     - 20021115 GOOD             WOOLPT
 HY2563
 HY2563                          STATION DESCRIPTION
 HY2563
 HY2563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HY2563'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) NORTH OF INTERSTATE
 HY2563'HIGHWAY 64, 15.0 MI (24.1 KM) SOUTH OF THE OHIO RIVER IN FLEMINGSBURG
 HY2563'AND AT THE KENTUCKY TRANSPORTATION CABINET (KTC) DISTRICT OFFICE
 HY2563'NUMBER 9, IN THE NORTHEAST CORNER OF THE PROPERTY.
 HY2563'OWNERSHIP--DISTRICT 9 OFFICE.
 HY2563'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 WEST, 32
 HY2563'BUSINESS ROUTE EAST AND 11 BYPASS ON THE WEST SIDE OF FLEMINGSBURG,
 HY2563'GO EAST ON STATE HIGHWAY 32 BUSINESS ROUTE FOR 0.25 MI (0.40 KM) TO A
 HY2563'PAVED ROAD LEFT LEADING TO THE (KTC) OFFICE, TURN LEFT AND GO 0.05 MI
 HY2563'(0.08 KM) TO A FORK, TAKE THE RIGHT FORK AND GO 0.1 MI (0.2 KM) TO
 HY2563'THE OFFICE BUILBING CONTINUE AHEAD 0.05 MI (0.08 KM) TO THE PARKING
 HY2563'LOT IN THE BACK OF THE BUILDING AND THE STATION ON THE RIGHT.
 HY2563'LOCATED 36.6 M (120.1 FT) NORTHEAST FROM THE NORTHEAST CORNER OF
 HY2563'BUILDING, 25.9 M (85.0 FT) EAST-NORTHEAST FROM A FIRE HYDRANT, 25.3 M
 HY2563'(83.0 FT) WEST FROM A FENCE, 8.8 M (28.9 FT) EAST FROM THE EAST EDGE
 HY2563'OF PARKING LOT AND 1.0 M (3.3 FT) SOUTH FROM A WITNESS POST.
 HY2563
 HY2563                          STATION RECOVERY (1995)
 HY2563
 HY2563'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 HY2563'RECOVERED AS DESCRIBED.
 HY2563
 HY2563                          STATION RECOVERY (2002)
 HY2563
 HY2563'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 HY2563'RECOVERED AS DESCRIBED WITH THIS ADDITION.
 HY2563' 
 HY2563'STATION IS 8.7 M W OF THE W BACK OF CURB OF SIDE PARKING AREA, 41.2 M
 HY2563'SSW OF GUYED UTILITY  POLE 25, 36.6 M ENE OF NE CORNER OF 2-STORY
 HY2563'BUILDING, 25.85 M E OF FIRE HYDRANT, 25.2 M W OF  N-S FENCE LINE, 20 M
 HY2563'NNW OF A 0.5 M FIR TREE (N MOST OF 4), 17.1 M SSE OF A 0.4 M FIR TREE
 HY2563'(E  MOST OF 6).  WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3391 ***********************************************************************
 GY3391  CBN         -  This is a Cooperative Base Network Control Station.
 GY3391  DESIGNATION -  KY 10
 GY3391  PID         -  GY3391
 GY3391  STATE/COUNTY-  KY/BREATHITT
 GY3391  USGS QUAD   -  QUICKSAND (1976)
 GY3391
 GY3391                         *CURRENT SURVEY CONTROL
 GY3391  ___________________________________________________________________
 GY3391* NAD 83(1993)-  37 33 33.63090(N)    083 22 22.36242(W)     ADJUSTED  
 GY3391* NAVD 88     -       224.2    (meters)     736.     (feet)  GPS OBS   
 GY3391  ___________________________________________________________________
 GY3391  X           -     584,254.957 (meters)                     COMP
 GY3391  Y           -  -5,028,718.324 (meters)                     COMP
 GY3391  Z           -   3,866,904.399 (meters)                     COMP
 GY3391  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 GY3391  ELLIP HEIGHT-         192.23  (meters)          (11/03/04) GPS OBS
 GY3391  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GY3391
 GY3391  HORZ ORDER  -  B
 GY3391  ELLP ORDER  -  THIRD     CLASS I
 GY3391
 GY3391.The horizontal coordinates were established by GPS observations
 GY3391.and adjusted by the National Geodetic Survey in September 1994..
 GY3391
 GY3391.The orthometric height was determined by GPS observations and a
 GY3391.high-resolution geoid model.
 GY3391
 GY3391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GY3391
 GY3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3391
 GY3391.The ellipsoidal height was determined by GPS observations
 GY3391.and is referenced to NAD 83.
 GY3391
 GY3391.The geoid height was determined by GEOID03.
 GY3391
 GY3391;                    North         East     Units Scale Factor Converg.
 GY3391;SPC KY1Z     - 1,138,740.363 1,709,992.094   MT  0.99992017   +1 27 34.1
 GY3391;SPC KY1Z     - 3,736,017.34  5,610,199.06   sFT  0.99992017   +1 27 34.1
 GY3391;SPC KY S     -   638,698.632   709,999.561   MT  0.99995310   +1 26 29.9
 GY3391;SPC KY S     - 2,095,463.76  2,329,390.23   sFT  0.99995310   +1 26 29.9
 GY3391;UTM  17      - 4,159,571.375   290,411.659   MT  1.00014111   -1 26 49.2
 GY3391
 GY3391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3391!SPC KY1Z     -   0.99996984  x   0.99992017  =   0.99989001
 GY3391!SPC KY S     -   0.99996984  x   0.99995310  =   0.99992294
 GY3391!UTM  17      -   0.99996984  x   1.00014111  =   1.00011094
 GY3391
 GY3391                          SUPERSEDED SURVEY CONTROL
 GY3391
 GY3391  ELLIP H (09/07/94)  192.22   (m)                       GP(       ) 4 1
 GY3391
 GY3391.Superseded values are not recommended for survey control.
 GY3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3391.See file dsdata.txt to determine how the superseded data were derived.
 GY3391
 GY3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB9041259571(NAD 83)
 GY3391_MARKER: I = METAL ROD
 GY3391_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GY3391+WITH SETTING: INFORMATION.
 GY3391_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GY3391_STAMPING: KY 10 DOT 1993
 GY3391_MARK LOGO: NGS   
 GY3391_PROJECTION: FLUSH
 GY3391_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY3391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY3391+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003
 GY3391_ROD/PIPE-DEPTH: 0.9  meters
 GY3391_SLEEVE-DEPTH  : 0.3 meters
 GY3391
 GY3391  HISTORY     - Date     Condition        Report By
 GY3391  HISTORY     - 1993     MONUMENTED       NGS
 GY3391  HISTORY     - 19951111 GOOD             LOWE
 GY3391  HISTORY     - 20011008 GOOD             KYDT
 GY3391  HISTORY     - 20021121 GOOD             WOOLPT
 GY3391  HISTORY     - 20030415 GOOD             WOOLPT
 GY3391
 GY3391                          STATION DESCRIPTION
 GY3391
 GY3391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GY3391'THE STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF JACKSON, 15 MI
 GY3391'(24.1 KM) SOUTHEAST OF CAMPTON, AT THE KENTUCKY TRANSPORTATION
 GY3391'CABINET DISTRICT 10 OFFICE BUILDING.  OWNERSHIP--KENTUCKY
 GY3391'TRANSPORTATION CABINET, PO BOX 621, JACKSON, KENTUCKY 41339.  PHONE
 GY3391'(606)666-8841 EXT. 384.
 GY3391'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 15 WITH
 GY3391'STATE ROUTE 1812 IN JACKSON, GO EAST ON STATE HIGHWAY 15 FOR 0.5 MI
 GY3391'(0.8 KM) TO THE DISTRICT 10 OFFICE BUILDING AND STATION ON THE LEFT.
 GY3391'LOCATED 22.4 M (73.5 FT) SOUTHEAST FROM THE FLAGPOLE, 34.1 M
 GY3391'(111.9 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE BUILDING, 17.2
 GY3391'M (56.4 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE ENTERANCE
 GY3391'DRIVE, AND 15.8 M (51.8 FT) SOUTH-SOUTHWEST FROM THE CENTER OF A
 GY3391'ROUND METAL MANHOLE COVER.
 GY3391
 GY3391                          STATION RECOVERY (1995)
 GY3391
 GY3391'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GY3391'RECOVERED AS DESCRIBED.
 GY3391
 GY3391                          STATION RECOVERY (2001)
 GY3391
 GY3391'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RS)
 GY3391'RECOVERED IN GOOD CONDITION.
 GY3391
 GY3391                          STATION RECOVERY (2002)
 GY3391
 GY3391'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GY3391'RECOVERED AS DESCRIBED.
 GY3391
 GY3391                          STATION RECOVERY (2003)
 GY3391
 GY3391'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 GY3391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3392 ***********************************************************************
 GY3392  CBN         -  This is a Cooperative Base Network Control Station.
 GY3392  DESIGNATION -  KY 11
 GY3392  PID         -  GY3392
 GY3392  STATE/COUNTY-  KY/CLAY
 GY3392  USGS QUAD   -  MANCHESTER (1979)
 GY3392
 GY3392                         *CURRENT SURVEY CONTROL
 GY3392  ___________________________________________________________________
 GY3392* NAD 83(1993)-  37 08 00.94562(N)    083 45 33.15551(W)     ADJUSTED  
 GY3392* NAVD 88     -       278.0    (meters)     912.     (feet)  GPS OBS   
 GY3392  ___________________________________________________________________
 GY3392  X           -     553,455.351 (meters)                     COMP
 GY3392  Y           -  -5,061,081.991 (meters)                     COMP
 GY3392  Z           -   3,829,372.791 (meters)                     COMP
 GY3392  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 GY3392  ELLIP HEIGHT-         247.16  (meters)          (11/03/04) GPS OBS
 GY3392  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GY3392
 GY3392  HORZ ORDER  -  B
 GY3392  ELLP ORDER  -  THIRD     CLASS I
 GY3392
 GY3392.The horizontal coordinates were established by GPS observations
 GY3392.and adjusted by the National Geodetic Survey in September 1994..
 GY3392
 GY3392.The orthometric height was determined by GPS observations and a
 GY3392.high-resolution geoid model.
 GY3392
 GY3392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GY3392
 GY3392.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3392
 GY3392.The ellipsoidal height was determined by GPS observations
 GY3392.and is referenced to NAD 83.
 GY3392
 GY3392.The geoid height was determined by GEOID03.
 GY3392
 GY3392;                    North         East     Units Scale Factor Converg.
 GY3392;SPC KY1Z     - 1,090,703.749 1,676,877.575   MT  0.99998835   +1 13 20.2
 GY3392;SPC KY1Z     - 3,578,417.22  5,501,555.84   sFT  0.99998835   +1 13 20.2
 GY3392;SPC KY S     -   590,671.578   676,871.381   MT  0.99995150   +1 12 26.4
 GY3392;SPC KY S     - 1,937,895.00  2,220,702.19   sFT  0.99995150   +1 12 26.4
 GY3392;UTM  17      - 4,113,257.043   254,900.624   MT  1.00034009   -1 39 59.4
 GY3392
 GY3392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3392!SPC KY1Z     -   0.99996121  x   0.99998835  =   0.99994957
 GY3392!SPC KY S     -   0.99996121  x   0.99995150  =   0.99991272
 GY3392!UTM  17      -   0.99996121  x   1.00034009  =   1.00030129
 GY3392
 GY3392                          SUPERSEDED SURVEY CONTROL
 GY3392
 GY3392  ELLIP H (09/07/94)  247.14   (m)                       GP(       ) 4 1
 GY3392
 GY3392.Superseded values are not recommended for survey control.
 GY3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3392.See file dsdata.txt to determine how the superseded data were derived.
 GY3392
 GY3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB5490113257(NAD 83)
 GY3392_MARKER: DH = HORIZONTAL CONTROL DISK
 GY3392_SETTING: 66 = SET IN ROCK OUTCROP
 GY3392_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 GY3392_STAMPING: KY11 DOT 1993
 GY3392_MARK LOGO: NGS   
 GY3392_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY3392+STABILITY: POSITION/ELEVATION WELL
 GY3392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY3392+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002
 GY3392
 GY3392  HISTORY     - Date     Condition        Report By
 GY3392  HISTORY     - 1993     MONUMENTED       NGS
 GY3392  HISTORY     - 20010910 GOOD             KYDT
 GY3392  HISTORY     - 20021123 GOOD             WOOLPT
 GY3392
 GY3392                          STATION DESCRIPTION
 GY3392
 GY3392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GY3392'THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) EAST OF LONDON, 12 MI
 GY3392'(19.3 KM) SOUTHWEST OF BIG CREEK AND 1 MI (1.6 KM) SOUTH OF
 GY3392'MANCHESTER. OWNERSHIP--DANIEL BOONE PARKWAY RIGHT-OF-WAY.
 GY3392'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 421 WITH
 GY3392'THE DANIEL BOONE PARKWAY SOUTH OF MANCHESTER, EXIT 20, GO EAST ON THE
 GY3392'DANIEL BOONE PARKWAY FOR 0.6 MI (1.0 KM) TO MILEPOST 21, CONTINUE
 GY3392'EAST FOR 50 M (164.0 FT) TO STATION ON LEFT.
 GY3392'THE STATION IS SET ON THE SOUTH END OF AN EXPOSED ROCK LEDGE LEVEL
 GY3392'WITH THE HIGHWAY.  LOCATED 52.0 M (170.6 FT) SOUTHEAST FROM MILEPOST
 GY3392'21, 16.8 M (55.1 FT) NORTHEAST FROM THE CENTERLINE OF THE PARKWAY,
 GY3392'12.7 M (41.7 FT) WEST FROM THE RIGHT-OF-WAY FENCELINE AND 11.3 M
 GY3392'(37.1 FT) WEST FROM A CARSONITE WITNESS POST.
 GY3392
 GY3392                          STATION RECOVERY (2001)
 GY3392
 GY3392'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (FT)
 GY3392'RECOVERED IN GOOD CONDITION.
 GY3392
 GY3392                          STATION RECOVERY (2002)
 GY3392
 GY3392'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GY3392'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3393 ***********************************************************************
 GY3393  CBN         -  This is a Cooperative Base Network Control Station.
 GY3393  DESIGNATION -  KY 12
 GY3393  PID         -  GY3393
 GY3393  STATE/COUNTY-  KY/PIKE
 GY3393  USGS QUAD   -  PIKEVILLE (1992)
 GY3393
 GY3393                         *CURRENT SURVEY CONTROL
 GY3393  ___________________________________________________________________
 GY3393* NAD 83(1993)-  37 29 00.09737(N)    082 32 04.99650(W)     ADJUSTED  
 GY3393* NAVD 88     -       209.1    (meters)     686.     (feet)  GPS OBS   
 GY3393  ___________________________________________________________________
 GY3393  X           -     658,418.756 (meters)                     COMP
 GY3393  Y           -  -5,024,714.883 (meters)                     COMP
 GY3393  Z           -   3,860,206.752 (meters)                     COMP
 GY3393  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 GY3393  ELLIP HEIGHT-         177.42  (meters)          (11/03/04) GPS OBS
 GY3393  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GY3393
 GY3393  HORZ ORDER  -  B
 GY3393  ELLP ORDER  -  THIRD     CLASS I
 GY3393
 GY3393.The horizontal coordinates were established by GPS observations
 GY3393.and adjusted by the National Geodetic Survey in September 1994..
 GY3393
 GY3393.The orthometric height was determined by GPS observations and a
 GY3393.high-resolution geoid model.
 GY3393
 GY3393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GY3393
 GY3393.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3393
 GY3393.The ellipsoidal height was determined by GPS observations
 GY3393.and is referenced to NAD 83.
 GY3393
 GY3393.The geoid height was determined by GEOID03.
 GY3393
 GY3393;                    North         East     Units Scale Factor Converg.
 GY3393;SPC KY1Z     - 1,132,531.431 1,784,298.895   MT  0.99992833   +1 58 26.6
 GY3393;SPC KY1Z     - 3,715,646.87  5,853,987.29   sFT  0.99992833   +1 58 26.6
 GY3393;SPC KY S     -   632,462.340   784,306.074   MT  0.99994878   +1 56 59.8
 GY3393;SPC KY S     - 2,075,003.53  2,573,177.51   sFT  0.99994878   +1 56 59.8
 GY3393;UTM  17      - 4,149,601.318   364,311.528   MT  0.99982679   -0 56 02.6
 GY3393
 GY3393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3393!SPC KY1Z     -   0.99997216  x   0.99992833  =   0.99990049
 GY3393!SPC KY S     -   0.99997216  x   0.99994878  =   0.99992094
 GY3393!UTM  17      -   0.99997216  x   0.99982679  =   0.99979895
 GY3393
 GY3393                          SUPERSEDED SURVEY CONTROL
 GY3393
 GY3393  ELLIP H (09/07/94)  177.47   (m)                       GP(       ) 4 1
 GY3393
 GY3393.Superseded values are not recommended for survey control.
 GY3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3393.See file dsdata.txt to determine how the superseded data were derived.
 GY3393
 GY3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB6431249601(NAD 83)
 GY3393_MARKER: I = METAL ROD
 GY3393_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GY3393+WITH SETTING: INFORMATION.
 GY3393_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GY3393_STAMPING: KY12 DOT 1993
 GY3393_MARK LOGO: NGS   
 GY3393_PROJECTION: FLUSH
 GY3393_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY3393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY3393+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2002
 GY3393_ROD/PIPE-DEPTH: 2.30 meters
 GY3393_SLEEVE-DEPTH  : 1.00 meters
 GY3393
 GY3393  HISTORY     - Date     Condition        Report By
 GY3393  HISTORY     - 1993     MONUMENTED       NGS
 GY3393  HISTORY     - 19980501 GOOD             JCLS
 GY3393  HISTORY     - 20010612 GOOD             KYDT
 GY3393  HISTORY     - 20021121 GOOD             WOOLPT
 GY3393
 GY3393                          STATION DESCRIPTION
 GY3393
 GY3393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GY3393'THE STATION IS LOCATED IN PIKEVILLE, ABOUT 27.6 KM (17.15 MI)
 GY3393'NORTHWEST OF THE KENTUCKY/VIRGINIA STATE LINE, 0.5 MI (0.8 KM) EAST OF
 GY3393'U.S. HIGHWAY 23, AT THE KENTUCKY TTANSPORTATION CABINET DISTRICT 12
 GY3393'OFFICE, BETWEEN THE PARKING LOT AND A SIDEWALK. OWNERSHIP--DISTRICT
 GY3393'OFFICE 12.  PO BOX 2468, PIKEVILLE KY 41501.  CONTACT--KEVIN DAMRON,
 GY3393'PHONE (606) 437-9691.
 GY3393'TO REACH THE STATION FROM THE OVERPASS OF STATE ROUTE 1384 (HAMBLEY
 GY3393'BOULEVARD) ON U.S. HIGHWAY 23 IN NORTHERN PIKEVILLE, GO EAST ON ROUTE
 GY3393'1384 FOR 0.55 MI (0.89 KM) TO STATE ROUTE 1384 (LORAINE STREET) ON
 GY3393'THE LEFT, TURN LEFT AND GO NORTH 0.15 MI (0.24 KM) TO THE KTC OFFICE
 GY3393'BUILDING AND THE STATION ON THE LEFT.
 GY3393'LOCATED 32.2 M (105.6 FT) NORTHWEST FROM A -STATE ROUTE 1384 WEST-
 GY3393'SIGN, 21.8 M (71.5 FT) SOUTHEAST FROM POWER POLE NO. 24-1427, 17.8 M
 GY3393'(58.4 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE KTC OFFICE
 GY3393'BUILDING, 11.5 M (37.7 FT) SOUTHWEST FROM THE CENTERLINE OF LORAINE
 GY3393'STREET, 4.9 M (16.1 FT) EAST-NORTHEAST FROM THE EAST EDGE OF THE
 GY3393'PARKING LOT, AND 1.3 M (4.3 FT) SOUTHWEST FROM THE CENTER OF A
 GY3393'SIDEWALK.
 GY3393
 GY3393                          STATION RECOVERY (1998)
 GY3393
 GY3393'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 GY3393'RECOVERED IN GOOD CONDITION.
 GY3393
 GY3393                          STATION RECOVERY (2001)
 GY3393
 GY3393'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY3393'RECOVERED IN GOOD CONDITION.
 GY3393
 GY3393                          STATION RECOVERY (2002)
 GY3393
 GY3393'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GY3393'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3121 ***********************************************************************
 GZ3121  CBN         -  This is a Cooperative Base Network Control Station.
 GZ3121  DESIGNATION -  KY 13
 GZ3121  PID         -  GZ3121
 GZ3121  STATE/COUNTY-  KY/NELSON
 GZ3121  USGS QUAD   -  SAMUELS (1991)
 GZ3121
 GZ3121                         *CURRENT SURVEY CONTROL
 GZ3121  ___________________________________________________________________
 GZ3121* NAD 83(1993)-  37 53 49.22778(N)    085 33 56.19389(W)     ADJUSTED  
 GZ3121* NAVD 88     -       207.3    (meters)     680.     (feet)  GPS OBS   
 GZ3121  ___________________________________________________________________
 GZ3121  X           -     389,648.872 (meters)                     COMP
 GZ3121  Y           -  -5,024,510.581 (meters)                     COMP
 GZ3121  Z           -   3,896,536.178 (meters)                     COMP
 GZ3121  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 GZ3121  ELLIP HEIGHT-         173.90  (meters)          (11/03/04) GPS OBS
 GZ3121  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 GZ3121
 GZ3121  HORZ ORDER  -  B
 GZ3121  ELLP ORDER  -  THIRD     CLASS I
 GZ3121
 GZ3121.The horizontal coordinates were established by GPS observations
 GZ3121.and adjusted by the National Geodetic Survey in September 1994..
 GZ3121
 GZ3121.The orthometric height was determined by GPS observations and a
 GZ3121.high-resolution geoid model.
 GZ3121
 GZ3121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3121
 GZ3121.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3121
 GZ3121.The ellipsoidal height was determined by GPS observations
 GZ3121.and is referenced to NAD 83.
 GZ3121
 GZ3121.The geoid height was determined by GEOID03.
 GZ3121
 GZ3121;                    North         East     Units Scale Factor Converg.
 GZ3121;SPC KY1Z     - 1,173,556.337 1,516,216.552   MT  0.99990501   +0 06 47.6
 GZ3121;SPC KY1Z     - 3,850,242.75  4,974,453.80   sFT  0.99990501   +0 06 47.6
 GZ3121;SPC KY S     -   673,549.263   516,217.988   MT  0.99999357   +0 06 42.6
 GZ3121;SPC KY S     - 2,209,802.87  1,693,625.18   sFT  0.99999357   +0 06 42.6
 GZ3121;SPC KY N     -    44,892.962   384,287.998   MT  1.00001127   -0 49 06.2
 GZ3121;SPC KY N     -   147,286.33  1,260,784.87   sFT  1.00001127   -0 49 06.2
 GZ3121;UTM  16      - 4,195,357.692   626,114.850   MT  0.99979589   +0 52 52.3
 GZ3121
 GZ3121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3121!SPC KY1Z     -   0.99997271  x   0.99990501  =   0.99987773
 GZ3121!SPC KY S     -   0.99997271  x   0.99999357  =   0.99996628
 GZ3121!SPC KY N     -   0.99997271  x   1.00001127  =   0.99998398
 GZ3121!UTM  16      -   0.99997271  x   0.99979589  =   0.99976861
 GZ3121
 GZ3121                          SUPERSEDED SURVEY CONTROL
 GZ3121
 GZ3121  ELLIP H (09/07/94)  173.93   (m)                       GP(       ) 4 1
 GZ3121
 GZ3121.Superseded values are not recommended for survey control.
 GZ3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3121.See file dsdata.txt to determine how the superseded data were derived.
 GZ3121
 GZ3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG2611595358(NAD 83)
 GZ3121_MARKER: DH = HORIZONTAL CONTROL DISK
 GZ3121_SETTING: 66 = SET IN ROCK OUTCROP
 GZ3121_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GZ3121_STAMPING: KY 13 GPS 1993
 GZ3121_MARK LOGO: NGS   
 GZ3121_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3121+STABILITY: POSITION/ELEVATION WELL
 GZ3121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3121+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2002
 GZ3121
 GZ3121  HISTORY     - Date     Condition        Report By
 GZ3121  HISTORY     - 1993     MONUMENTED       NGS
 GZ3121  HISTORY     - 19940208 GOOD
 GZ3121  HISTORY     - 20010919 GOOD             KYDT
 GZ3121  HISTORY     - 20021208 GOOD             WOOLPT
 GZ3121
 GZ3121                          STATION DESCRIPTION
 GZ3121
 GZ3121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GZ3121'THE STATION IS LOCATED ABOUT 35.0 KM (21.75 MI) SOUTHEAST OF
 GZ3121'LOUISVILLE, 10.0 KM (6.20 MI) EAST OF INTERSTATE HIGHWAY 65, ON THE
 GZ3121'NORTH SIDE OF DEATSVILLE.  OWNERSHIP--HIGHWAY RIGHT OF WAY.
 GZ3121'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 245 AND 509
 GZ3121'JUST SOUTH OF ROOSTER RUN, GO NORTHWEST ON HIGHWAY 245 FOR 2.25 MI
 GZ3121'(3.62 KM) TO THE STATION ON THE RIGHT.
 GZ3121'THE STATION IS SET IN A DRILL HOLE IN ROCK OUTCROP ABOUT 1.0 M
 GZ3121'(3.3 FT) ABOVE THE HIGHWAY.  LOCATED 19.1 M (62.7 FT) SOUTHEAST FROM
 GZ3121'CONCRETE DRAINAGE DITCH, 17.8 M (58.4 FT) NORTHEAST FROM THE
 GZ3121'CENTERLINE OF THE HIGHWAY 245 AND 1.2 M (3.9 FT) NORTHWEST FROM A
 GZ3121'WITNESS POST.
 GZ3121
 GZ3121                          STATION RECOVERY (1994)
 GZ3121
 GZ3121'RECOVERED 1994
 GZ3121'RECOVERED IN GOOD CONDITION.
 GZ3121
 GZ3121                          STATION RECOVERY (2001)
 GZ3121
 GZ3121'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (KAB)
 GZ3121'RECOVERED IN GOOD CONDITION.
 GZ3121
 GZ3121                          STATION RECOVERY (2002)
 GZ3121
 GZ3121'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GZ3121'RECOVERED AS DESCRIBED WITH THESE ADDITIONS...
 GZ3121' 
 GZ3121'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 245 AND
 GZ3121'509,TRAVEL  NORTHWEST ON HIGHWAY 245 FOR 2.7 MILES, TO THE STATION
 GZ3121'LOCATED ON NORTH SIDE OF  HIGHWAY 245 AT HOUSE 7670.  TO REACH THE
 GZ3121'STATION FROM THE INTERSECTION OF STATE  HIGHWAY 245 AND INTERSTATE 65,
 GZ3121'TRAVEL EAST ON HIGHWAY 245 FOR 7.4 MILES TO HOUSE  7670.
 GZ3121' 
 GZ3121'STATION IS 9.5 FT SOUTHEAST FROM EDGE OF CONCRETE DRIVE TO HOUSE 7670,
 GZ3121'27.2 FT EAST OF  MAILBOX  OF HOUSE 7670.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3394 ***********************************************************************
 GY3394  CBN         -  This is a Cooperative Base Network Control Station.
 GY3394  DESIGNATION -  KY 19
 GY3394  PID         -  GY3394
 GY3394  STATE/COUNTY-  KY/PIKE
 GY3394  USGS QUAD   -  JAMBOREE (1977)
 GY3394
 GY3394                         *CURRENT SURVEY CONTROL
 GY3394  ___________________________________________________________________
 GY3394* NAD 83(1993)-  37 27 06.73481(N)    082 08 36.62108(W)     ADJUSTED  
 GY3394* NAVD 88     -       432.5    (meters)    1419.     (feet)  GPS OBS   
 GY3394  ___________________________________________________________________
 GY3394  X           -     693,026.772 (meters)                     COMP
 GY3394  Y           -  -5,022,384.151 (meters)                     COMP
 GY3394  Z           -   3,857,568.811 (meters)                     COMP
 GY3394  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 GY3394  ELLIP HEIGHT-         401.14  (meters)          (11/03/04) GPS OBS
 GY3394  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GY3394
 GY3394  HORZ ORDER  -  B
 GY3394  ELLP ORDER  -  THIRD     CLASS I
 GY3394
 GY3394.The horizontal coordinates were established by GPS observations
 GY3394.and adjusted by the National Geodetic Survey in September 1994..
 GY3394
 GY3394.The orthometric height was determined by GPS observations and a
 GY3394.high-resolution geoid model.
 GY3394
 GY3394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GY3394
 GY3394.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3394
 GY3394.The ellipsoidal height was determined by GPS observations
 GY3394.and is referenced to NAD 83.
 GY3394
 GY3394.The geoid height was determined by GEOID03.
 GY3394
 GY3394;                    North         East     Units Scale Factor Converg.
 GY3394;SPC KY1Z     - 1,130,303.656 1,819,009.373   MT  0.99993223   +2 12 51.3
 GY3394;SPC KY1Z     - 3,708,337.91  5,967,866.58   sFT  0.99993223   +2 12 51.3
 GY3394;SPC KY S     -   630,219.031   819,016.175   MT  0.99994750   +2 11 13.9
 GY3394;SPC KY S     - 2,067,643.60  2,687,055.57   sFT  0.99994750   +2 11 13.9
 GY3394;UTM  17      - 4,145,615.568   398,858.828   MT  0.99972600   -0 41 43.5
 GY3394
 GY3394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3394!SPC KY1Z     -   0.99993706  x   0.99993223  =   0.99986929
 GY3394!SPC KY S     -   0.99993706  x   0.99994750  =   0.99988456
 GY3394!UTM  17      -   0.99993706  x   0.99972600  =   0.99966307
 GY3394
 GY3394                          SUPERSEDED SURVEY CONTROL
 GY3394
 GY3394  ELLIP H (09/07/94)  401.17   (m)                       GP(       ) 4 1
 GY3394
 GY3394.Superseded values are not recommended for survey control.
 GY3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3394.See file dsdata.txt to determine how the superseded data were derived.
 GY3394
 GY3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB9885945616(NAD 83)
 GY3394_MARKER: DH = HORIZONTAL CONTROL DISK
 GY3394_SETTING: 66 = SET IN ROCK OUTCROP
 GY3394_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GY3394_STAMPING: KY19 GPS 1993
 GY3394_MARK LOGO: NGS   
 GY3394_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY3394+STABILITY: POSITION/ELEVATION WELL
 GY3394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY3394+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2002
 GY3394
 GY3394  HISTORY     - Date     Condition        Report By
 GY3394  HISTORY     - 1993     MONUMENTED       NGS
 GY3394  HISTORY     - 19950608 GOOD             NGS
 GY3394  HISTORY     - 20010612 GOOD             KYDT
 GY3394  HISTORY     - 20021121 GOOD             WOOLPT
 GY3394
 GY3394                          STATION DESCRIPTION
 GY3394
 GY3394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GY3394'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF PHELPS, 0.5
 GY3394'MI (0.8 KM) EAST OF STATE HIGHWAY 194 ON THE NORTH SIDE OF A PAVED
 GY3394'ROAD LEADING TO A COAL MINING PLANT.  OWNERSHIP--PIKEVILLE COAL
 GY3394'COMPANY, CHISHOLM MINE, H.C. 75, BOX 900, PHELPS KY 41553.  CONTACT
 GY3394'JOHN G. BLACKBURN, ENGINEERING DEPARTMENT, PHONE 606-456-3432.  CALL
 GY3394'BEFORE OCCUPATION, GATE CLOSED ON WEEKENDS AND HOLIDAYS.
 GY3394'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 632 AND STATE
 GY3394'HIGHWAY 194 IN PHELPS, GO SOUTH ON HIGHWAY 194 FOR 1.4 MI (2.3 KM) TO
 GY3394'STATE ROUTE 2062 EAST ON THE LEFT, CONTINUE AHEAD SOUTH ON HIGHWAY
 GY3394'194 FOR 4.1 MI (6.6 KM) TO A PAVED ROAD LEFT TO THE CHISHOLM COAL
 GY3394'MINE, TURN LEFT AND GO EAST THROUGH GATE AND CORREGATED STEEL TUNNEL
 GY3394'FOR 0.5 MI (0.8 KM) UPHILL TO THE STATION ON THE LEFT.
 GY3394'LOCATED 11.1 M (36.4 FT) NORTHWEST FROM THE CENTERLINE OF PAVED ROAD,
 GY3394'9.0 M (29.5 FT) SOUTH FROM UTILITY POLE NO.9, 6.7 M (22.0 FT)
 GY3394'NORTHWEST FROM METAL DRAIN COVER, 6.5 M (21.3 FT) NORTHWEST FROM
 GY3394'SLIPPERY WHEN WET SIGN AND 2.0 M (6.6 FT) EAST FROM LEDGE. STATION IS
 GY3394'ABOUT 2.1 M (6.9 FT) ABOVE ROAD ON ROCK LEDGE.
 GY3394
 GY3394                          STATION RECOVERY (1995)
 GY3394
 GY3394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CS)
 GY3394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993  THE STATION IS LOCATED
 GY3394'ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF PHELPS, 0.5 MI (0.8 KM) EAST OF
 GY3394'STATE HIGHWAY 194 ON THE NORTH SIDE OF A PAVED ROAD LEADING TO A COAL
 GY3394'MINING PLANT.  OWNERSHIP --PIKEVILLE COAL COMPANY, CHISOLM MINE, H.C.
 GY3394'75, BOX 900, PHELPS KY 41553.  CONTACT JOHN G.  BLACKBURN, ENGINEERING
 GY3394'DEPARTMENT, PHONE 606-456-3432.  CALL BEFORE OCCUPATION, GATE CLOSED
 GY3394'ON WEEKENDS AND HOLIDAYS.  TO REACH THE STATION FROM THE JUNCTION OF
 GY3394'STATE ROUTE 632 AND STATE HIGHWAY 194 IN PHELPS, GO SOUTH ON HIGHWAY
 GY3394'194 FOR 1.4 MI (2.3 KM) TO STATE ROUTE 2062 EAST ON THE LEFT, CONTINUE
 GY3394'AHEAD SOUTH ON HIGHWAY 194 FOR 4.1 MI (6.6 KM) TO A PAVED ROAD LEFT TO
 GY3394'THE CHISOLM COAL MINE, TURN LEFT AND GO EAST THROUGH GATE AND
 GY3394'CORREGATED STEEL TUNNEL FOR 0.4 MI (0.6 KM) UPHILL TO THE STATION ON
 GY3394'THE LEFT.  LOCATED 11.1 M (36.4 FT) NORTHEAST FROM THE CENTERLINE OF
 GY3394'PAVED ROAD, 9.0 M (29.5 FT) SOUTH FROM UTILITY POLE NO.  9, 6.7 M
 GY3394'(22.0 FT) NORTHWEST FROM METAL DRAIN COVER, 6.5 M (21.3 FT) NORTHEAST
 GY3394'FROM SLIPPERY WHEN WET SIGN AND 2.0 M (6.6 FT) EAST FROM LEDGE.
 GY3394'STATION IS ABOUT 2.1 M (6.9 FT) ABOVE ROAD ON ROCK LEDGE.
 GY3394
 GY3394                          STATION RECOVERY (2001)
 GY3394
 GY3394'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY3394'RECOVERED IN GOOD CONDITION.
 GY3394
 GY3394                          STATION RECOVERY (2002)
 GY3394
 GY3394'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GY3394'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3395 ***********************************************************************
 GY3395  FBN         -  This is a Federal Base Network Control Station.
 GY3395  DESIGNATION -  KY 20
 GY3395  PID         -  GY3395
 GY3395  STATE/COUNTY-  KY/FLOYD
 GY3395  USGS QUAD   -  IVYTON (1992)
 GY3395
 GY3395                         *CURRENT SURVEY CONTROL
 GY3395  ___________________________________________________________________
 GY3395* NAD 83(1993)-  37 39 14.21210(N)    082 52 58.86923(W)     ADJUSTED  
 GY3395* NAVD 88     -       222.6    (meters)     730.     (feet)  GPS OBS   
 GY3395  ___________________________________________________________________
 GY3395  X           -     626,432.811 (meters)                     COMP
 GY3395  Y           -  -5,017,179.511 (meters)                     COMP
 GY3395  Z           -   3,875,221.983 (meters)                     COMP
 GY3395  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 GY3395  ELLIP HEIGHT-         190.37  (meters)          (11/03/04) GPS OBS
 GY3395  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GY3395
 GY3395  HORZ ORDER  -  B
 GY3395  ELLP ORDER  -  THIRD     CLASS I
 GY3395
 GY3395.The horizontal coordinates were established by GPS observations
 GY3395.and adjusted by the National Geodetic Survey in September 1994..
 GY3395
 GY3395.The orthometric height was determined by GPS observations and a
 GY3395.high-resolution geoid model.
 GY3395
 GY3395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GY3395
 GY3395.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3395
 GY3395.The ellipsoidal height was determined by GPS observations
 GY3395.and is referenced to NAD 83.
 GY3395
 GY3395.The geoid height was determined by GEOID03.
 GY3395
 GY3395;                    North         East     Units Scale Factor Converg.
 GY3395;SPC KY1Z     - 1,150,450.571 1,752,930.719   MT  0.99991244   +1 45 36.8
 GY3395;SPC KY1Z     - 3,774,436.58  5,751,073.53   sFT  0.99991244   +1 45 36.8
 GY3395;SPC KY S     -   650,394.582   752,943.951   MT  0.99996093   +1 44 19.4
 GY3395;SPC KY S     - 2,133,836.22  2,470,283.61   sFT  0.99996093   +1 44 19.4
 GY3395;UTM  17      - 4,169,088.721   333,894.439   MT  0.99993985   -1 09 02.1
 GY3395
 GY3395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3395!SPC KY1Z     -   0.99997013  x   0.99991244  =   0.99988257
 GY3395!SPC KY S     -   0.99997013  x   0.99996093  =   0.99993106
 GY3395!UTM  17      -   0.99997013  x   0.99993985  =   0.99990998
 GY3395
 GY3395                          SUPERSEDED SURVEY CONTROL
 GY3395
 GY3395  ELLIP H (09/07/94)  190.35   (m)                       GP(       ) 4 1
 GY3395
 GY3395.Superseded values are not recommended for survey control.
 GY3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3395.See file dsdata.txt to determine how the superseded data were derived.
 GY3395
 GY3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB3389469089(NAD 83)
 GY3395_MARKER: DH = HORIZONTAL CONTROL DISK
 GY3395_SETTING: 66 = SET IN ROCK OUTCROP
 GY3395_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GY3395_STAMPING: KY 20 GPS 1993
 GY3395_MARK LOGO: NGS   
 GY3395_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY3395+STABILITY: POSITION/ELEVATION WELL
 GY3395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY3395+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2002
 GY3395
 GY3395  HISTORY     - Date     Condition        Report By
 GY3395  HISTORY     - 1993     MONUMENTED       NGS
 GY3395  HISTORY     - 20010924 GOOD             KYDT
 GY3395  HISTORY     - 20021124 GOOD             WOOLPT
 GY3395
 GY3395                          STATION DESCRIPTION
 GY3395
 GY3395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GY3395'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTHEAST OF
 GY3395'SALYERSVILLE, 6.0 MI (9.7 KM) WEST OF PRESTONSBURG AND NEAR THE
 GY3395'VILLAGE OF BRAINARD. OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GY3395'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23,460 AND
 GY3395'STATE HIGHWAY 114 JUST SOUTH OF PRESTONSBURG, GO WEST NORTHWEST ON
 GY3395'HIGHWAY 114 FOR 1.8 MI (2.9 KM) TO STATE HIGHWAY 404 ON THE LEFT,
 GY3395'CONTINUE AHEAD ON HIGHWAY 114 FOR 4.5 MI (7.2 KM) TO MILE POST 5
 GY3395'EASTBOUND, CONTINUE AHEAD 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 GY3395'THE STATION IS SET IN A ROCK OUTCROP ABOUT 8.0 M (26.2 FT) ABOVE THE
 GY3395'HIGHWAY.  LOCATED 75 M (246.1 FT) SOUTHEAST FROM UTILITY POLE NO.
 GY3395'7777, 15.0 M (49.2 FT) SOUTHWEST FROM THE APPROXIMATE CENTERLINE OF
 GY3395'THE HIGHWAY AND 1.8 M (5.9 FT) SOUTHWEST FROM THE EDGE OF BLUFF.
 GY3395'NOTE, OBSERVERS CAN DRIVE UP CLOSE TO STATION BY GOING 0.1 MI
 GY3395'(0.2 KM) WEST OF STATION AND DRIVING UP HIGHWAY CUT TO UTILITY POLE.
 GY3395'OBSERVER SHOULD VISIT THIS STATION BEFORE OCCUPATION.
 GY3395
 GY3395                          STATION RECOVERY (2001)
 GY3395
 GY3395'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001
 GY3395'RECOVERED IN GOOD CONDITION.
 GY3395
 GY3395                          STATION RECOVERY (2002)
 GY3395
 GY3395'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GY3395'RECOVERED AS DESCIBED WITH THESE ADDITIONS.
 GY3395' 
 GY3395'STATION IS 146.2 FT SOUTHEAST FROM UTILITY POLE 133 1/2 (7777),
 GY3395'151.25 FT NORTHEAST OF UTILITY  POLE 133, AND 19.7 FEET EAST OF TWO
 GY3395'ORANGE WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3396 ***********************************************************************
 GY3396  CBN         -  This is a Cooperative Base Network Control Station.
 GY3396  DESIGNATION -  KY 21
 GY3396  PID         -  GY3396
 GY3396  STATE/COUNTY-  KY/KNOTT
 GY3396  USGS QUAD   -  BLACKEY (1992)
 GY3396
 GY3396                         *CURRENT SURVEY CONTROL
 GY3396  ___________________________________________________________________
 GY3396* NAD 83(1993)-  37 13 29.60224(N)    082 58 32.50339(W)     ADJUSTED  
 GY3396* NAVD 88     -       325.0    (meters)    1066.     (feet)  GPS OBS   
 GY3396  ___________________________________________________________________
 GY3396  X           -     621,867.014 (meters)                     COMP
 GY3396  Y           -  -5,047,000.245 (meters)                     COMP
 GY3396  Z           -   3,837,473.764 (meters)                     COMP
 GY3396  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 GY3396  ELLIP HEIGHT-         293.65  (meters)          (11/03/04) GPS OBS
 GY3396  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GY3396
 GY3396  HORZ ORDER  -  B
 GY3396  ELLP ORDER  -  THIRD     CLASS I
 GY3396
 GY3396.The horizontal coordinates were established by GPS observations
 GY3396.and adjusted by the National Geodetic Survey in September 1994..
 GY3396
 GY3396.The orthometric height was determined by GPS observations and a
 GY3396.high-resolution geoid model.
 GY3396
 GY3396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GY3396
 GY3396.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3396
 GY3396.The ellipsoidal height was determined by GPS observations
 GY3396.and is referenced to NAD 83.
 GY3396
 GY3396.The geoid height was determined by GEOID03.
 GY3396
 GY3396;                    North         East     Units Scale Factor Converg.
 GY3396;SPC KY1Z     - 1,102,608.107 1,746,172.446   MT  0.99996914   +1 42 11.9
 GY3396;SPC KY1Z     - 3,617,473.43  5,728,900.77   sFT  0.99996914   +1 42 11.9
 GY3396;SPC KY S     -   602,553.982   746,167.929   MT  0.99994721   +1 40 57.0
 GY3396;SPC KY S     - 1,976,879.19  2,448,052.61   sFT  0.99994721   +1 40 57.0
 GY3396;UTM  17      - 4,121,649.149   324,720.066   MT  0.99997847   -1 11 43.8
 GY3396
 GY3396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3396!SPC KY1Z     -   0.99995392  x   0.99996914  =   0.99992306
 GY3396!SPC KY S     -   0.99995392  x   0.99994721  =   0.99990113
 GY3396!UTM  17      -   0.99995392  x   0.99997847  =   0.99993239
 GY3396
 GY3396                          SUPERSEDED SURVEY CONTROL
 GY3396
 GY3396  ELLIP H (09/07/94)  293.66   (m)                       GP(       ) 4 1
 GY3396
 GY3396.Superseded values are not recommended for survey control.
 GY3396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3396.See file dsdata.txt to determine how the superseded data were derived.
 GY3396
 GY3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB2472021649(NAD 83)
 GY3396_MARKER: DH = HORIZONTAL CONTROL DISK
 GY3396_SETTING: 66 = SET IN ROCK OUTCROP
 GY3396_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GY3396_STAMPING: KY21 GPS 1993
 GY3396_MARK LOGO: NGS   
 GY3396_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY3396+STABILITY: POSITION/ELEVATION WELL
 GY3396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY3396+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002
 GY3396
 GY3396  HISTORY     - Date     Condition        Report By
 GY3396  HISTORY     - 1993     MONUMENTED       NGS
 GY3396  HISTORY     - 20010924 GOOD             KYDT
 GY3396  HISTORY     - 20021123 GOOD             KYDT
 GY3396
 GY3396                          STATION DESCRIPTION
 GY3396
 GY3396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GY3396'THE STATION IS LOCATED AT CARR FORK LAKE, ABOUT 11 MI (17.7 KM)
 GY3396'NORTHWEST FROM WHITESBURG AND 13 MI (20.9 KM) EAST OF HAZARD.
 GY3396'OWNERSHIP--STATE HIGHWAY RIGHT OF WAY.
 GY3396'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 15 WITH
 GY3396'STATE ROUTE 1095 IN VICCO, GO EAST ON HIGHWAY 15 FOR 0.5 MI (0.8 KM)
 GY3396'TO THE PERRY/KNOTT COUNTY LINE, CONTINUE EAST FOR 0.3 MI (0.5 KM) TO
 GY3396'STATE ROUTE 1088 ON THE LEFT, CONTINUE EAST ON HIGHWAY 15 FOR 3.3 MI
 GY3396'(5.3 KM) A MARINA ON THE RIGHT, CONTINUE EAST ON HIGHWAY 15 ACROSS
 GY3396'CARR LAKE BRIDGE FOR 0.2 MI (0.3 KM) TO STATE ROUTE 1231 ON THE LEFT,
 GY3396'CONTINUE EAST ON HIGHWAY 15 FOR 1.6 MI (2.6 KM) TO CARR FORK LAKE
 GY3396'BRIDGE, CONTINUE EAST FOR 0.1 MI (0.2 KM) TO STATE HIGHWAY 160 ON THE
 GY3396'LEFT, TURN LEFT AND GO NORTH ON HIGHWAY 160 FOR 100 M (328.1 FT) TO
 GY3396'THE STATION ON THE LEFT.
 GY3396'LOCATED 15.8 M (51.8 FT) WEST-NORTHWEST FROM THE CENTERLINE OF HIGHWAY
 GY3396'160, 10.0 M (32.8 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A LARGE
 GY3396'STONE FLOWER BOX WITH SIGN, 16.2 M (53.1 FT) SOUTHWEST FROM UTILITY
 GY3396'POLE 325-3, AND 6.4 M (21.0 FT) SOUTH-SOUTHEAST FROM A BIRDHOUSE AND
 GY3396'WITNESS POST.
 GY3396
 GY3396                          STATION RECOVERY (2001)
 GY3396
 GY3396'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001
 GY3396'RECOVERED IN GOOD CONDITION.
 GY3396
 GY3396                          STATION RECOVERY (2002)
 GY3396
 GY3396'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (CSM)
 GY3396'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3699 ***********************************************************************
 GA3699  CBN         -  This is a Cooperative Base Network Control Station.
 GA3699  DESIGNATION -  KY 22
 GA3699  PID         -  GA3699
 GA3699  STATE/COUNTY-  KY/HARLAN
 GA3699  USGS QUAD   -  LOUELLEN (1982)
 GA3699
 GA3699                         *CURRENT SURVEY CONTROL
 GA3699  ___________________________________________________________________
 GA3699* NAD 83(1993)-  36 56 54.76034(N)    083 05 19.03001(W)     ADJUSTED  
 GA3699* NAVD 88     -       414.8    (meters)    1361.     (feet)  GPS OBS   
 GA3699  ___________________________________________________________________
 GA3699  X           -     614,152.926 (meters)                     COMP
 GA3699  Y           -  -5,066,648.061 (meters)                     COMP
 GA3699  Z           -   3,813,061.932 (meters)                     COMP
 GA3699  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 GA3699  ELLIP HEIGHT-         384.01  (meters)          (11/03/04) GPS OBS
 GA3699  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA3699
 GA3699  HORZ ORDER  -  B
 GA3699  ELLP ORDER  -  THIRD     CLASS I
 GA3699
 GA3699.The horizontal coordinates were established by GPS observations
 GA3699.and adjusted by the National Geodetic Survey in September 1994..
 GA3699
 GA3699.The orthometric height was determined by GPS observations and a
 GA3699.high-resolution geoid model.
 GA3699
 GA3699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3699
 GA3699.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3699
 GA3699.The ellipsoidal height was determined by GPS observations
 GA3699.and is referenced to NAD 83.
 GA3699
 GA3699.The geoid height was determined by GEOID03.
 GA3699
 GA3699;                    North         East     Units Scale Factor Converg.
 GA3699;SPC KY1Z     - 1,071,660.189 1,737,029.626   MT  1.00003498   +1 38 02.3
 GA3699;SPC KY1Z     - 3,515,938.47  5,698,904.70   sFT  1.00003498   +1 38 02.3
 GA3699;SPC KY S     -   571,610.695   737,014.509   MT  0.99996791   +1 36 50.5
 GA3699;SPC KY S     - 1,875,359.42  2,418,021.77   sFT  0.99996791   +1 36 50.5
 GA3699;UTM  17      - 4,091,202.319   314,026.175   MT  1.00002609   -1 15 21.0
 GA3699
 GA3699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3699!SPC KY1Z     -   0.99993974  x   1.00003498  =   0.99997472
 GA3699!SPC KY S     -   0.99993974  x   0.99996791  =   0.99990765
 GA3699!UTM  17      -   0.99993974  x   1.00002609  =   0.99996583
 GA3699
 GA3699                          SUPERSEDED SURVEY CONTROL
 GA3699
 GA3699  ELLIP H (09/07/94)  383.99   (m)                       GP(       ) 4 1
 GA3699
 GA3699.Superseded values are not recommended for survey control.
 GA3699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3699.See file dsdata.txt to determine how the superseded data were derived.
 GA3699
 GA3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1402691202(NAD 83)
 GA3699_MARKER: DH = HORIZONTAL CONTROL DISK
 GA3699_SETTING: 66 = SET IN ROCK OUTCROP
 GA3699_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GA3699_STAMPING: KY22 GPS 1993
 GA3699_MARK LOGO: NGS   
 GA3699_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3699+STABILITY: POSITION/ELEVATION WELL
 GA3699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3699+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002
 GA3699
 GA3699  HISTORY     - Date     Condition        Report By
 GA3699  HISTORY     - 1993     MONUMENTED       NGS
 GA3699  HISTORY     - 20010911 GOOD             KYDT
 GA3699  HISTORY     - 20021123 GOOD             WOOLPT
 GA3699
 GA3699                          STATION DESCRIPTION
 GA3699
 GA3699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GA3699'THE STATION IS LOCATED ABOUT 15 EAST-NORTHEAST OF HARLAN AND 5 MI
 GA3699'(8.0 KM) WEST-SOUTHWEST OF CUMBERLAND.  OWNERSHIP--HIGHWAY
 GA3699'RIGHT-OF-WAY.
 GA3699'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 119 WITH
 GA3699'STATE HIGHWAY 179 IN CUMBERLAND, GO WEST ON HIGHWAY 119 FOR 5.8 MI
 GA3699'(9.3 KM) TO A GRAVEL DRIVEWAY AND STATION ON THE RIGHT.
 GA3699'THE STATION IS SET IN A ROCK OUTCROP ON THE NORTH EDGE OF A GRAVEL
 GA3699'DRIVE.  LOCATED 0.1 MI (0.2 KM) EASTERLY OF AN ORE CONVEYOR OVERPASS,
 GA3699'17.5 M (57.4 FT) NORTHEAST FROM THE CENTERLINE OF HIGHWAY 119, 24.9 M
 GA3699'(81.7 FT) NORTHEAST FROM A TRUCK ENTERANCE SIGN AND 2.7 M (8.9 FT)
 GA3699'SOUTH-SOUTHEAST FROM A CARSONITE WITNESS POST IN A FENCELINE.
 GA3699
 GA3699                          STATION RECOVERY (2001)
 GA3699
 GA3699'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (FT)
 GA3699'RECOVERED IN GOOD CONDITION.
 GA3699
 GA3699                          STATION RECOVERY (2002)
 GA3699
 GA3699'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GA3699'RECOVERED AS DESCRIBED WITH THIS ADDITION.
 GA3699' 
 GA3699'STATION IS 1.8 M (6 FT) NORTH FROM CENTERLINE OF GRAVEL/DIRT DRIVEWAY,
 GA3699'15.3 M (50.1 FT)  NORTHEAST FROM RIGHT OF WAY FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3700 ***********************************************************************
 GA3700  CBN         -  This is a Cooperative Base Network Control Station.
 GA3700  DESIGNATION -  KY 23
 GA3700  PID         -  GA3700
 GA3700  STATE/COUNTY-  KY/KNOX
 GA3700  USGS QUAD   -  ARTEMUS (1974)
 GA3700
 GA3700                         *CURRENT SURVEY CONTROL
 GA3700  ___________________________________________________________________
 GA3700* NAD 83(1993)-  36 50 27.57924(N)    083 46 53.85061(W)     ADJUSTED  
 GA3700* NAVD 88     -       310.4    (meters)    1018.     (feet)  GPS OBS   
 GA3700  ___________________________________________________________________
 GA3700  X           -     553,594.386 (meters)                     COMP
 GA3700  Y           -  -5,080,746.484 (meters)                     COMP
 GA3700  Z           -   3,803,453.687 (meters)                     COMP
 GA3700  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 GA3700  ELLIP HEIGHT-         279.93  (meters)          (11/03/04) GPS OBS
 GA3700  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GA3700
 GA3700  HORZ ORDER  -  B
 GA3700  ELLP ORDER  -  THIRD     CLASS I
 GA3700
 GA3700.The horizontal coordinates were established by GPS observations
 GA3700.and adjusted by the National Geodetic Survey in September 1994..
 GA3700
 GA3700.The orthometric height was determined by GPS observations and a
 GA3700.high-resolution geoid model.
 GA3700
 GA3700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3700
 GA3700.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3700
 GA3700.The ellipsoidal height was determined by GPS observations
 GA3700.and is referenced to NAD 83.
 GA3700
 GA3700.The geoid height was determined by GEOID03.
 GA3700
 GA3700;                    North         East     Units Scale Factor Converg.
 GA3700;SPC KY1Z     - 1,058,195.715 1,675,571.201   MT  1.00006680   +1 12 30.6
 GA3700;SPC KY1Z     - 3,471,763.77  5,497,269.85   sFT  1.00006680   +1 12 30.6
 GA3700;SPC KY S     -   558,165.858   675,556.666   MT  0.99998220   +1 11 37.5
 GA3700;SPC KY S     - 1,831,249.15  2,216,388.83   sFT  0.99998220   +1 11 37.5
 GA3700;UTM  17      - 4,080,845.376   251,959.905   MT  1.00035801   -1 40 07.3
 GA3700
 GA3700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3700!SPC KY1Z     -   0.99995607  x   1.00006680  =   1.00002287
 GA3700!SPC KY S     -   0.99995607  x   0.99998220  =   0.99993827
 GA3700!UTM  17      -   0.99995607  x   1.00035801  =   1.00031407
 GA3700
 GA3700                          SUPERSEDED SURVEY CONTROL
 GA3700
 GA3700  ELLIP H (09/07/94)  279.91   (m)                       GP(       ) 4 1
 GA3700
 GA3700.Superseded values are not recommended for survey control.
 GA3700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3700.See file dsdata.txt to determine how the superseded data were derived.
 GA3700
 GA3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5196080845(NAD 83)
 GA3700_MARKER: DH = HORIZONTAL CONTROL DISK
 GA3700_SETTING: 66 = SET IN ROCK OUTCROP
 GA3700_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GA3700_STAMPING: KY23 GPS 1993
 GA3700_MARK LOGO: NGS   
 GA3700_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3700+STABILITY: POSITION/ELEVATION WELL
 GA3700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3700+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2002
 GA3700
 GA3700  HISTORY     - Date     Condition        Report By
 GA3700  HISTORY     - 1993     MONUMENTED       NGS
 GA3700  HISTORY     - 20010912 GOOD             KYDT
 GA3700  HISTORY     - 20021124 GOOD             WOOLPT
 GA3700
 GA3700                          STATION DESCRIPTION
 GA3700
 GA3700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GA3700'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF
 GA3700'BARBOURSVILLE, 5.0 MI (8.0 KM) NORTHWEST OF PINEVILLE, 1.0 MI
 GA3700'(1.6 KM) NORTHWEST FROM THE POST OFFICE IN FLAT LICK AND ACROSS THE
 GA3700'STREET FROM THE EAST KNOX COUNTY VOLUNTEER FIRE DEPARTMENT NEXT TO
 GA3700'FLAT LICK HIGH SCHOOLS ATHLETIC FIELD. OWNERSHIP--HIGHWAY RIGHT OF
 GA3700'WAY.
 GA3700'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA3700'HIGHWAY 11 NORTH IN BARBOURSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 25E
 GA3700'FOR 0.7 MI (1.1 KM) TO STATE HIGHWAY 11 SOUTH ON THE RIGHT, CONTINUE
 GA3700'AHEAD SOUTHEAST AND GO 1.0 MI (1.6 KM) TO STATE ROUTE 225 SOUTH ON
 GA3700'THE RIGHT, CONTINUE AHEAD SOUTHEAST ON HIGHWAY 25E FOR 2.9 MI
 GA3700'(4.7 KM) TO STATE ROUTE 1304 NORTH, CONTINUE AHEAD SOUTHEAST ON
 GA3700'HIGHWAY 25E FOR 1.5 MI (2.4 KM) TO STATE ROUTE 3439 EAST, CONTINUE
 GA3700'AHEAD SOUTHEAST ON HIGHWAY 25E FOR 2.4 MI (3.9 KM) TO A PAVED ROAD
 GA3700'LEFT, TURN LEFT AND GO NORTHEAST THEN SOUTHEAST ON OLD HIGHWAY 25E
 GA3700'FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT.
 GA3700'THE STATION IS SET IN A ROCK OUTCROP ABOUT 1.0 M (3.3 FT) ABOVE THE
 GA3700'LEVEL OF THE HIGHWAY.  LOCATED 22.5 M (73.8 FT) NORTH-NORTHWEST FROM
 GA3700'U.S. HIGHWAY 25E SOUTH SIGN, 10.4 M (34.1 FT) SOUTHWEST FROM THE
 GA3700'CENTERLINE OF OLD U.S. HIGHWAY 25E, 3.9 M (12.8 FT) EAST-NORTHEAST
 GA3700'FROM CHAINLINK FENCE 1 M (3.3 FT) HIGH AROUND HIGH SCHOOL PROPERTY
 GA3700'AND 3.8 M (12.5 FT) EAST-NORTHEAST FROM A WITNESS POST.
 GA3700
 GA3700                          STATION RECOVERY (2001)
 GA3700
 GA3700'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (FT)
 GA3700'RECOVERED IN GOOD CONDITION.
 GA3700
 GA3700                          STATION RECOVERY (2002)
 GA3700
 GA3700'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GA3700'RECOVERED AS DESCRIBED WITH THESE ADDITIONS.
 GA3700' 
 GA3700'STATION IS 100 FT SOUTHEAST FROM NEW UTILITY POLE, 69.8 FT
 GA3700'SOUTH-SOUTHWEST FROM MILE  MARKER 2 AND 12.8 FT NORTHWEST FROM CHAIN
 GA3700'LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3397 ***********************************************************************
 GY3397  CBN         -  This is a Cooperative Base Network Control Station.
 GY3397  DESIGNATION -  KY 24
 GY3397  PID         -  GY3397
 GY3397  STATE/COUNTY-  KY/PERRY
 GY3397  USGS QUAD   -  HADDIX (1972)
 GY3397
 GY3397                         *CURRENT SURVEY CONTROL
 GY3397  ___________________________________________________________________
 GY3397* NAD 83(1993)-  37 23 23.05618(N)    083 16 05.80030(W)     ADJUSTED  
 GY3397* NAVD 88     -       378.4    (meters)    1241.     (feet)  GPS OBS   
 GY3397  ___________________________________________________________________
 GY3397  X           -     594,791.451 (meters)                     COMP
 GY3397  Y           -  -5,039,139.291 (meters)                     COMP
 GY3397  Z           -   3,852,058.879 (meters)                     COMP
 GY3397  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 GY3397  ELLIP HEIGHT-         346.90  (meters)          (11/03/04) GPS OBS
 GY3397  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GY3397
 GY3397  HORZ ORDER  -  B
 GY3397  ELLP ORDER  -  THIRD     CLASS I
 GY3397
 GY3397.This mark is at Eastern Ky Reg-Wendell H Ford Airport (K20)
 GY3397
 GY3397.The horizontal coordinates were established by GPS observations
 GY3397.and adjusted by the National Geodetic Survey in September 1994..
 GY3397
 GY3397.The orthometric height was determined by GPS observations and a
 GY3397.high-resolution geoid model.
 GY3397
 GY3397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GY3397
 GY3397.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3397
 GY3397.The ellipsoidal height was determined by GPS observations
 GY3397.and is referenced to NAD 83.
 GY3397
 GY3397.The geoid height was determined by GEOID03.
 GY3397
 GY3397;                    North         East     Units Scale Factor Converg.
 GY3397;SPC KY1Z     - 1,120,165.116 1,719,730.744   MT  0.99994079   +1 31 25.2
 GY3397;SPC KY1Z     - 3,675,075.05  5,642,149.95   sFT  0.99994079   +1 31 25.2
 GY3397;SPC KY S     -   620,119.937   719,732.489   MT  0.99994587   +1 30 18.3
 GY3397;SPC KY S     - 2,034,510.16  2,361,322.34   sFT  0.99994587   +1 30 18.3
 GY3397;UTM  17      - 4,140,523.006   299,198.410   MT  1.00009670   -1 22 40.2
 GY3397
 GY3397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3397!SPC KY1Z     -   0.99994557  x   0.99994079  =   0.99988636
 GY3397!SPC KY S     -   0.99994557  x   0.99994587  =   0.99989144
 GY3397!UTM  17      -   0.99994557  x   1.00009670  =   1.00004226
 GY3397
 GY3397                          SUPERSEDED SURVEY CONTROL
 GY3397
 GY3397  ELLIP H (09/07/94)  346.93   (m)                       GP(       ) 4 1
 GY3397
 GY3397.Superseded values are not recommended for survey control.
 GY3397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3397.See file dsdata.txt to determine how the superseded data were derived.
 GY3397
 GY3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB9919840523(NAD 83)
 GY3397_MARKER: DH = HORIZONTAL CONTROL DISK
 GY3397_SETTING: 66 = SET IN ROCK OUTCROP
 GY3397_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GY3397_STAMPING: KY24 GPS 1993
 GY3397_MARK LOGO: NGS   
 GY3397_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY3397+STABILITY: POSITION/ELEVATION WELL
 GY3397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY3397+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002
 GY3397
 GY3397  HISTORY     - Date     Condition        Report By
 GY3397  HISTORY     - 1993     MONUMENTED       NGS
 GY3397  HISTORY     - 20011008 GOOD             KYDT
 GY3397  HISTORY     - 20021123 GOOD             KYDT
 GY3397
 GY3397                          STATION DESCRIPTION
 GY3397
 GY3397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GY3397'THE STATION IS LOCATED AT THE EASTERN KENTUCKY REGIONAL AIRPORT, ABOUT
 GY3397'9 MI (14.5 KM) NORTHWEST OF HAZARD AND 13 MI (20.9 KM) SOUTH OF
 GY3397'JACKSON. OWNERSHIP--EASTERN KENTUCKY REGIONAL AIRPORT, AIRPORT
 GY3397'MANAGER, JIMMY FLANNERY, P.O. BOX 1816, HAZARD KY 41702.  PHONE
 GY3397'606-436-6671.
 GY3397'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 80 AND 15
 GY3397'NORTH OF HAZARD, GO NORTH ON HIGHWAY 15 FOR 0.75 MI (1.21 KM) TO
 GY3397'STATE HIGHWAY 267, CONTINUE NORTH ON HIGHWAY 15 FOR 4.8 MI (7.7 KM)
 GY3397'TO STATE HIGHWAY 28 WEST ON THE LEFT, CONTINUE NORTH ON HIGHWAY 15 FOR
 GY3397'3.0 MI (4.8 KM) TO THE AIRPORT ACCESS ROAD ON THE RIGHT.  TURN RIGHT
 GY3397'AND GO UPHILL ON WINDING ACCESS ROAD FOR 0.75 MI (1.21 KM) TO A GATE,
 GY3397'A SMALL, RED BRICK TERMINAL BUILDING ON THE RIGHT, AND THE STATION ON
 GY3397'THE LEFT IN THE CENTER OF A GRASS FIELD.
 GY3397'THE STATION IS SET IN A ROCK OUTCROP.  LOCATED 75.8 M (248.7 FT) WEST
 GY3397'FROM THE SOUTHWEST CORNER OF THE TERMINAL BUILDING, 31.2 M
 GY3397'(102.4 FT) SOUTHEAST FROM THE SOUTH EDGE OF RUNWAY SIX, 59.8 M
 GY3397'(196.2 FT) WEST FROM A FIRE HYDRANT, 22.5 M (73.8 FT) NORTHWEST FROM
 GY3397'A WITNESS POST AT THE EDGE OF A BLUFF, AND 1.0 M (3.3 FT) EAST FROM A
 GY3397'WITNESS POST SOUTHWEST FROM UTILITY POLE 325-3, AND 6.4 M (21.0 FT)
 GY3397'SOUTH-SOUTHEAST FROM A BIRDHOUSE AND WITNESS POST.
 GY3397
 GY3397                          STATION RECOVERY (2001)
 GY3397
 GY3397'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RS)
 GY3397'RECOVERED IN GOOD CONDITION.
 GY3397
 GY3397                          STATION RECOVERY (2002)
 GY3397
 GY3397'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (CSM)
 GY3397'RECOVERED AS DESCRIBED WITH THESE ADDITIONS.
 GY3397' 
 GY3397'WHILE GOING NORTH ON STATE HIGHWAY 15, DO NOT TAKE FIRST ROAD TO
 GY3397'AIRPORT ON THE  RIGHT, 'WENDALL H. FORD AIRPORT ROAD'.  TAKE THE
 GY3397'SECOND ROAD TO AIRPORT ON THE RIGHT,  'REGIONAL AIRPORT ROAD'.
 GY3397' 
 GY3397'STATION IS 265.7 FT NORTHWEST FROM A  POWER POLE, AND 3.3 FT EAST OF
 GY3397'ORANGE WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3398 ***********************************************************************
 GY3398  FBN         -  This is a Federal Base Network Control Station.
 GY3398  DESIGNATION -  KY 25
 GY3398  PID         -  GY3398
 GY3398  STATE/COUNTY-  KY/LESLIE
 GY3398  USGS QUAD   -  HOSKINSTON (1980)
 GY3398
 GY3398                         *CURRENT SURVEY CONTROL
 GY3398  ___________________________________________________________________
 GY3398* NAD 83(1993)-  37 04 26.76977(N)    083 24 07.15312(W)     ADJUSTED  
 GY3398* NAVD 88     -       285.6    (meters)     937.     (feet)  GPS OBS   
 GY3398  ___________________________________________________________________
 GY3398  X           -     585,457.172 (meters)                     COMP
 GY3398  Y           -  -5,061,495.843 (meters)                     COMP
 GY3398  Z           -   3,824,111.337 (meters)                     COMP
 GY3398  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 GY3398  ELLIP HEIGHT-         254.73  (meters)          (11/03/04) GPS OBS
 GY3398  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GY3398
 GY3398  HORZ ORDER  -  B
 GY3398  ELLP ORDER  -  THIRD     CLASS I
 GY3398
 GY3398.The horizontal coordinates were established by GPS observations
 GY3398.and adjusted by the National Geodetic Survey in September 1994..
 GY3398
 GY3398.The orthometric height was determined by GPS observations and a
 GY3398.high-resolution geoid model.
 GY3398
 GY3398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GY3398
 GY3398.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3398
 GY3398.The ellipsoidal height was determined by GPS observations
 GY3398.and is referenced to NAD 83.
 GY3398
 GY3398.The geoid height was determined by GEOID03.
 GY3398
 GY3398;                    North         East     Units Scale Factor Converg.
 GY3398;SPC KY1Z     - 1,084,841.128 1,708,776.004   MT  1.00000222   +1 26 29.7
 GY3398;SPC KY1Z     - 3,559,182.93  5,606,209.27   sFT  1.00000222   +1 26 29.7
 GY3398;SPC KY S     -   584,800.145   708,766.815   MT  0.99995564   +1 25 26.3
 GY3398;SPC KY S     - 1,918,631.81  2,325,345.79   sFT  0.99995564   +1 25 26.3
 GY3398;UTM  17      - 4,105,792.034   286,470.981   MT  1.00016171   -1 26 54.9
 GY3398
 GY3398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3398!SPC KY1Z     -   0.99996003  x   1.00000222  =   0.99996225
 GY3398!SPC KY S     -   0.99996003  x   0.99995564  =   0.99991567
 GY3398!UTM  17      -   0.99996003  x   1.00016171  =   1.00012173
 GY3398
 GY3398                          SUPERSEDED SURVEY CONTROL
 GY3398
 GY3398  ELLIP H (09/07/94)  254.68   (m)                       GP(       ) 4 1
 GY3398
 GY3398.Superseded values are not recommended for survey control.
 GY3398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3398.See file dsdata.txt to determine how the superseded data were derived.
 GY3398
 GY3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB8647105792(NAD 83)
 GY3398_MARKER: DH = HORIZONTAL CONTROL DISK
 GY3398_SETTING: 66 = SET IN ROCK OUTCROP
 GY3398_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GY3398_STAMPING: KY25 GPS 1993
 GY3398_MARK LOGO: NGS   
 GY3398_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY3398+STABILITY: POSITION/ELEVATION WELL
 GY3398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY3398+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002
 GY3398
 GY3398  HISTORY     - Date     Condition        Report By
 GY3398  HISTORY     - 1993     MONUMENTED       NGS
 GY3398  HISTORY     - 20010911 GOOD             KYDT
 GY3398  HISTORY     - 20021123 GOOD             WOOLPT
 GY3398
 GY3398                          STATION DESCRIPTION
 GY3398
 GY3398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GY3398'THE STATION IS LOCATED IN HOSKINSTON, ABOUT 8 MI (12.9 KM) SOUTH OF
 GY3398'HYDEN AND 15 MI (24.1 KM) NORTH OF HARLAN.  OWNERSHIP--DELA MORGAN,
 GY3398'HOSKINSTON, KY.  PHONE (606)374-3534.
 GY3398'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 421 AND
 GY3398'STATE HIGHWAY 80 WITH STATE ROUTE 257 NORTH AT THE LESLIE COUNTY
 GY3398'COURTHOUSE IN HYDEN, GO SOUTH ON HIGHWAY 421 FOR 0.5 MI (0.8 KM) TO
 GY3398'STATE HIGHWAY 80 EAST ON THE LEFT, CONTINUE SOUTH ON HIGHWAY 421 FOR
 GY3398'6.3 MI (10.1 KM) TO STATE ROUTE 406 ON RIGHT, CONTINUE SOUTH ON
 GY3398'HIGHWAY 421 FOR 1.0 MI (1.6 KM) TO STATE ROUTE 2009 ON LEFT, CONTINUE
 GY3398'SOUTH ON HIGHWAY 421 FOR 0.6 MI (1.0 KM) TO THE RESIDENCE OF DELA
 GY3398'MORGAN AND STATION ON THE LEFT.
 GY3398'THE STATION IS SET IN A ROCK OUTCROP.  LOCATED 8.7 M (28.5 FT)
 GY3398'SOUTHEAST FROM THE CENTERLINE OF HIGHWAY 421, 3.7 M (12.1 FT)
 GY3398'WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A ONE-STORY WOODEN HOUSE,
 GY3398'22.0 M (72.2 FT) SOUTHWEST FROM UTILITY POLE 483-36, AND 3.4 M
 GY3398'(11.2 FT) NORTH FROM NORTH CORNER OF PORCH.
 GY3398'NOTE-- USCGS BENCHMARK F 276 1952 IS WITHIN LINE OF SIGHT, ABOUT 100
 GY3398'YARDS SOUTH ACROSS HIGHWAY, SET VERTICALLY IN ROCK HILLSIDE.
 GY3398
 GY3398                          STATION RECOVERY (2001)
 GY3398
 GY3398'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (FT)
 GY3398'RECOVERED IN GOOD CONDITION.
 GY3398
 GY3398                          STATION RECOVERY (2002)
 GY3398
 GY3398'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GY3398'RECOVERED AS DESCRIBED WITH THESE ADDITIONS.
 GY3398' 
 GY3398'STATION IS LOCATED AT MILEPOST 13.6 ON EAST SIDE OF HIGHWAY 421, AT
 GY3398'PROPERTY ADDRESS  13670 HIGHWAY 421, HOSKINSTON, KY.  PROPERTY OWNER
 GY3398'SHOULD BE CONTACTED 24 HOURS IN  ADVANCE BEFORE USING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3399 ***********************************************************************
 GY3399  CBN         -  This is a Cooperative Base Network Control Station.
 GY3399  DESIGNATION -  KY 26
 GY3399  PID         -  GY3399
 GY3399  STATE/COUNTY-  KY/OWSLEY
 GY3399  USGS QUAD   -  BOONEVILLE (1978)
 GY3399
 GY3399                         *CURRENT SURVEY CONTROL
 GY3399  ___________________________________________________________________
 GY3399* NAD 83(1993)-  37 28 44.26826(N)    083 41 29.03768(W)     ADJUSTED  
 GY3399* NAVD 88     -       241.9    (meters)     794.     (feet)  GPS OBS   
 GY3399  ___________________________________________________________________
 GY3399  X           -     556,888.822 (meters)                     COMP
 GY3399  Y           -  -5,037,303.154 (meters)                     COMP
 GY3399  Z           -   3,859,839.410 (meters)                     COMP
 GY3399  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 GY3399  ELLIP HEIGHT-         210.17  (meters)          (09/07/94) GPS OBS
 GY3399  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GY3399
 GY3399  HORZ ORDER  -  B
 GY3399  ELLP ORDER  -  FOURTH    CLASS I
 GY3399
 GY3399.The horizontal coordinates were established by GPS observations
 GY3399.and adjusted by the National Geodetic Survey in September 1994..
 GY3399
 GY3399.The orthometric height was determined by GPS observations and a
 GY3399.high-resolution geoid model.
 GY3399
 GY3399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GY3399
 GY3399.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3399
 GY3399.The ellipsoidal height was determined by GPS observations
 GY3399.and is referenced to NAD 83.
 GY3399
 GY3399.The geoid height was determined by GEOID03.
 GY3399
 GY3399;                    North         East     Units Scale Factor Converg.
 GY3399;SPC KY1Z     - 1,129,153.481 1,682,056.012   MT  0.99992886   +1 15 50.0
 GY3399;SPC KY1Z     - 3,704,564.38  5,518,545.43   sFT  0.99992886   +1 15 50.0
 GY3399;SPC KY S     -   629,119.607   682,059.962   MT  0.99994858   +1 14 54.5
 GY3399;SPC KY S     - 2,064,036.58  2,237,725.06   sFT  0.99994858   +1 14 54.5
 GY3399;UTM  17      - 4,151,409.943   262,017.364   MT  1.00029768   -1 38 18.3
 GY3399
 GY3399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3399!SPC KY1Z     -   0.99996702  x   0.99992886  =   0.99989588
 GY3399!SPC KY S     -   0.99996702  x   0.99994858  =   0.99991560
 GY3399!UTM  17      -   0.99996702  x   1.00029768  =   1.00026469
 GY3399
 GY3399                          SUPERSEDED SURVEY CONTROL
 GY3399
 GY3399.No superseded survey control is available for this station.
 GY3399
 GY3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB6201751410(NAD 83)
 GY3399_MARKER: DH = HORIZONTAL CONTROL DISK
 GY3399_SETTING: 66 = SET IN ROCK OUTCROP
 GY3399_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 GY3399_STAMPING: KY 26 GPS 1993
 GY3399_MARK LOGO: NGS   
 GY3399_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY3399+STABILITY: POSITION/ELEVATION WELL
 GY3399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY3399+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1994
 GY3399
 GY3399  HISTORY     - Date     Condition        Report By
 GY3399  HISTORY     - 1993     MONUMENTED       NGS
 GY3399  HISTORY     - 19940110 GOOD
 GY3399  HISTORY     - 19970425 POOR             KYDT
 GY3399
 GY3399                          STATION DESCRIPTION
 GY3399
 GY3399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GY3399'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTHWEST OF JACKSON,
 GY3399'5.0 MI (8.0 KM) SOUTH OF BEATTYVILLE, 1.0 MI (1.6 KM) WEST OF
 GY3399'BOONESVILLE.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GY3399'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 30 AND 11
 GY3399'NORTH AT THE COURTHOUSE IN BOONESVILLE, GO WEST ON HIGHWAY 11 NORTH
 GY3399'FOR 0.6 MI (1.0 KM) TO APLLEGATE ROAD LEFT, CONTINUE AHEAD ON HIGHWAY
 GY3399'11 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 GY3399'THE STATION IS SET IN A ROCK LEDGE ABOUT 1.0 M (3.3 FT) ABOVE THE
 GY3399'HIGHWAY.  LOCATED 13.1 M (43.0 FT) NORTHEAST OF THE CENTERLINE OF
 GY3399'HIGHWAY 11, 3.8 M (12.5 FT) SOUTH FROM A CARSONITE WITNESS POST AND
 GY3399'2.5 M (8.2 FT) NORTHEAST FROM THE EAST EDGE OF A CUT BANK.
 GY3399
 GY3399                          STATION RECOVERY (1994)
 GY3399
 GY3399'RECOVERED 1994
 GY3399'RECOVERED IN GOOD CONDITION.
 GY3399
 GY3399                          STATION RECOVERY (1997)
 GY3399
 GY3399'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (JB)
 GY3399'MONUMENT DISTURBED DUE TO NEARBY BLASTING. IT ALSO HAS BEEN MUTILATED
 GY3399'SO THAT THE DESCRIPTION AND CENTER OF POINT ON THE CAP IS NOT
 GY3399'RECOGNIZABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2488 ***********************************************************************
 GC2488  DESIGNATION -  KY TENN
 GC2488  PID         -  GC2488
 GC2488  STATE/COUNTY-  KY/CHRISTIAN
 GC2488  USGS QUAD   -  OAK GROVE (1982)
 GC2488
 GC2488                         *CURRENT SURVEY CONTROL
 GC2488  ___________________________________________________________________
 GC2488* NAD 83(1993)-  36 38 26.04000(N)    087 26 11.67053(W)     ADJUSTED  
 GC2488* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 GC2488  ___________________________________________________________________
 GC2488  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 GC2488  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2488
 GC2488  HORZ ORDER  -  THIRD
 GC2488
 GC2488.The horizontal coordinates were established by classical geodetic methods
 GC2488.and adjusted by the National Geodetic Survey in December 1995..
 GC2488
 GC2488.The orthometric height was scaled from a topographic map.
 GC2488
 GC2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2488
 GC2488.The geoid height was determined by GEOID03.
 GC2488
 GC2488;                    North         East     Units Scale Factor Converg.
 GC2488;SPC KY1Z     - 1,035,462.895 1,349,159.252   MT  1.00013533   -1 02 07.8
 GC2488;SPC KY1Z     - 3,397,181.18  4,426,366.65   sFT  1.00013533   -1 02 07.8
 GC2488;SPC KY S     -   535,441.245   349,176.728   MT  1.00001813   -1 01 22.2
 GC2488;SPC KY S     - 1,756,693.48  1,145,590.65   sFT  1.00001813   -1 01 22.2
 GC2488;SPC TN       -   256,938.074   471,527.201   MT  1.00004738   -0 50 27.7
 GC2488;SPC TN       -   842,971.00  1,547,002.16   sFT  1.00004738   -0 50 27.7
 GC2488;UTM  16      - 4,055,089.207   460,973.075   MT  0.99961876   -0 15 38.0
 GC2488
 GC2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2488!SPC KY1Z     -   0.99997844  x   1.00013533  =   1.00011377
 GC2488!SPC KY S     -   0.99997844  x   1.00001813  =   0.99999657
 GC2488!SPC TN       -   0.99997844  x   1.00004738  =   1.00002582
 GC2488!UTM  16      -   0.99997844  x   0.99961876  =   0.99959721
 GC2488
 GC2488|---------------------------------------------------------------------|
 GC2488| PID    Reference Object                     Distance      Geod. Az  |
 GC2488|                                                           dddmmss.s |
 GC2488| CG6707 KY TENN RM 1                         27.717 METERS 16821     |
 GC2488| CG6708 KY TENN RM 2                         29.498 METERS 28632     |
 GC2488| GC2485 FORT CAMPBELL HOSP HEATING STK      APPROX. 1.9 KM 3242241.4 |
 GC2488| CG6706 KY TENN AZ MK                                      3373552.0 |
 GC2488|---------------------------------------------------------------------|
 GC2488
 GC2488                          SUPERSEDED SURVEY CONTROL
 GC2488
 GC2488  NAD 83(1993)-  36 38 26.04766(N)    087 26 11.67313(W) AD(       ) 3
 GC2488  NAD 83(1986)-  36 38 26.04925(N)    087 26 11.67286(W) AD(       ) 3
 GC2488  NAD 27      -  36 38 25.88000(N)    087 26 11.63900(W) AD(       ) 3
 GC2488
 GC2488.Superseded values are not recommended for survey control.
 GC2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2488.See file dsdata.txt to determine how the superseded data were derived.
 GC2488
 GC2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6097355089(NAD 83)
 GC2488_MARKER: DS = TRIANGULATION STATION DISK
 GC2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2488
 GC2488  HISTORY     - Date     Condition        Report By
 GC2488  HISTORY     - 1953     MONUMENTED       CGS
 GC2488  HISTORY     - 1958     GOOD             USA
 GC2488  HISTORY     - 1960     GOOD             USE
 GC2488  HISTORY     - 1967     GOOD             CGS
 GC2488
 GC2488                          STATION DESCRIPTION
 GC2488
 GC2488'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2488'STATION IS LOCATED AT THE EASTERN EDGE OF THE FORT CAMPBELL MILITARY
 GC2488'RESERVATION NEAR THE KENTUCKY-TENNESSEE STATE LINE. IT IS 73 FEET
 GC2488'WEST OF THE CENTER OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 41A AND 21
 GC2488'FEET WEST OF A FENCE AND WHITE WITNESS POST.  THE MARK IS
 GC2488'FLUSH AND THE DISK IS STAMPED KY TENN 1953.
 GC2488'
 GC2488'REFERENCE MARK NO. 1 IS 32 FEET WEST OF THE CENTER OF THE SOUTHBOUND
 GC2488'LANE OF THE HIGHWAY AND 1 FOOT WEST OF THE FENCE.  THE MARK IS FLUSH
 GC2488'AND THE DISK IS STAMPED KY TENN NO 1 1953.
 GC2488'
 GC2488'REFERENCE MARK NO. 2 IS 40 FEET EAST OF A 6 INCH MAPLE TREE.  THE
 GC2488'MARK IS FLUSH AND THE DISK IS STAMPED KY TENN NO 2 1953.
 GC2488'
 GC2488'AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF CHAFFEE ROAD, 3 FEET
 GC2488'WEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A POWER LINE POLE.
 GC2488'THE MARK IS FLUSH AND THE DISK IS STAMPED KY TENN 1953.
 GC2488'
 GC2488'TO REACH THE STATION FROM GATE 4 (MAIN GATE) OF FORT CAMPBELL, GO
 GC2488'SOUTH ON HIGHWAY 41A FOR 0.25 MILE TO THE
 GC2488'KENTUCKY-TENNESSEE STATE LINE AND THE STATION ON THE RIGHT AS
 GC2488'DESCRIBED.
 GC2488'
 GC2488'TO REACH THE AZIMUTH MARK FROM GATE 4, GO WEST ON CHAFFEE ROAD FOR
 GC2488'0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2488'
 GC2488'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2488
 GC2488                          STATION RECOVERY (1958)
 GC2488
 GC2488'RECOVERY NOTE BY US ARMY 1958
 GC2488'STATION WAS RECOVERED AS DESCRIBED AND STAMPED KY TENN 1953.  R.M. 2
 GC2488'WAS RECOVERED AS DESCRIBED AND STAMPED KY TENN NO 2 AZIMUTH MARK WAS
 GC2488'RECOVERED AS DESCRIBED AND STAMPED KY TENN 1953.
 GC2488'
 GC2488'R.M. 1 WAS NOT RECOVERED, HOWEVER IF GRASS AND WEEDS WERE CUT ALONG
 GC2488'THE FENCE THE MARK WOULD PROBABLY BE FOUND.
 GC2488
 GC2488                          STATION RECOVERY (1960)
 GC2488
 GC2488'RECOVERY NOTE BY US ENGINEERS 1960
 GC2488'RECOVERED AS DESCRIBED.
 GC2488
 GC2488                          STATION RECOVERY (1967)
 GC2488
 GC2488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DLW)
 GC2488'THE STATION WAS RECOVERED AS DESCRIBED.
 GC2488'THE MARK IS IN GOOD CONDITION AND THE DESCRIPTION IS
 GC2488'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5736 ***********************************************************************
 AC5736  CBN         -  This is a Cooperative Base Network Control Station.
 AC5736  PACS        -  This is a Primary Airport Control Station.
 AC5736  DESIGNATION -  KY62 A
 AC5736  PID         -  AC5736
 AC5736  STATE/COUNTY-  KY/PENDLETON
 AC5736  USGS QUAD   -  GOFORTH (1987)
 AC5736
 AC5736                         *CURRENT SURVEY CONTROL
 AC5736  ___________________________________________________________________
 AC5736* NAD 83(1993)-  38 42 01.74038(N)    084 23 40.64951(W)     ADJUSTED  
 AC5736* NAVD 88     -       272.71   (meters)     894.7    (feet)  GPS OBS   
 AC5736  ___________________________________________________________________
 AC5736  X           -     486,854.746 (meters)                     COMP
 AC5736  Y           -  -4,960,536.955 (meters)                     COMP
 AC5736  Z           -   3,966,571.536 (meters)                     COMP
 AC5736  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AC5736  ELLIP HEIGHT-         238.76  (meters)          (11/03/04) GPS OBS
 AC5736  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 AC5736
 AC5736  HORZ ORDER  -  B
 AC5736  ELLP ORDER  -  THIRD     CLASS I
 AC5736
 AC5736.This mark is at Gene Snyder Airport (KY62)
 AC5736
 AC5736.The horizontal coordinates were established by GPS observations
 AC5736.and adjusted by the National Geodetic Survey in January 1997..
 AC5736
 AC5736.The orthometric height was determined by GPS observations and a
 AC5736.high-resolution geoid model.
 AC5736
 AC5736.GPS derived orthometric heights for airport stations designated as
 AC5736.PACS or SACS are published to 2 decimal places.  This maintains
 AC5736.centimeter relative accuracy between the PACS and SACS.  It does
 AC5736.not indicate centimeter accuracy relative to other marks which are
 AC5736.part of the NAVD 88 network.
 AC5736
 AC5736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5736
 AC5736.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5736
 AC5736.The ellipsoidal height was determined by GPS observations
 AC5736.and is referenced to NAD 83.
 AC5736
 AC5736.The geoid height was determined by GEOID03.
 AC5736
 AC5736;                    North         East     Units Scale Factor Converg.
 AC5736;SPC KY1Z     - 1,263,578.712 1,617,901.507   MT  1.00000833   +0 49 55.7
 AC5736;SPC KY1Z     - 4,145,591.16  5,308,065.19   sFT  1.00000833   +0 49 55.7
 AC5736;SPC KY N     -   133,261.679   487,419.399   MT  0.99997034   -0 05 23.9
 AC5736;SPC KY N     -   437,209.36  1,599,141.81   sFT  0.99997034   -0 05 23.9
 AC5736;UTM  16      - 4,286,761.864   726,569.261   MT  1.00023218   +1 37 46.9
 AC5736
 AC5736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5736!SPC KY1Z     -   0.99996254  x   1.00000833  =   0.99997087
 AC5736!SPC KY N     -   0.99996254  x   0.99997034  =   0.99993288
 AC5736!UTM  16      -   0.99996254  x   1.00023218  =   1.00019471
 AC5736
 AC5736:                Primary Azimuth Mark                     Grid Az
 AC5736:SPC KY1Z     -  KY62 B                                   035 58 51.2
 AC5736:SPC KY N     -  KY62 B                                   036 54 10.8
 AC5736:UTM  16      -  KY62 B                                   035 11 00.0
 AC5736
 AC5736|---------------------------------------------------------------------|
 AC5736| PID    Reference Object                     Distance      Geod. Az  |
 AC5736|                                                           dddmmss.s |
 AC5736| AC5737 KY62 B                              APPROX. 0.6 KM 0364846.9 |
 AC5736| AC5738 KY62 C                              499.096 METERS 2135622.3 |
 AC5736|---------------------------------------------------------------------|
 AC5736
 AC5736                          SUPERSEDED SURVEY CONTROL
 AC5736
 AC5736  ELLIP H (01/09/97)  238.73   (m)                       GP(       ) 4 2
 AC5736
 AC5736.Superseded values are not recommended for survey control.
 AC5736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5736.See file dsdata.txt to determine how the superseded data were derived.
 AC5736
 AC5736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2656986762(NAD 83)
 AC5736_MARKER: DD = SURVEY DISK
 AC5736_SETTING: 66 = SET IN ROCK OUTCROP
 AC5736_STAMPING: KY62 A 1995
 AC5736_MARK LOGO: NGS   
 AC5736_PROJECTION: FLUSH
 AC5736_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5736+STABILITY: POSITION/ELEVATION WELL
 AC5736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5736+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002
 AC5736
 AC5736  HISTORY     - Date     Condition        Report By
 AC5736  HISTORY     - 1995     MONUMENTED       LOWE
 AC5736  HISTORY     - 2002     GOOD             WOOLPT
 AC5736  HISTORY     - 20021113 GOOD             WOOLPT
 AC5736
 AC5736                          STATION DESCRIPTION
 AC5736
 AC5736'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5736'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) NORTHEAST OF
 AC5736'WILLIAMSTOWN AND ABOUT 6.4 KM (3.95 MI) NORTHWEST OF FALMOUTH AT THE
 AC5736'GENE SNYDER AIRPORT, AIRPORT MANAGER OMER LUCAS, TELEPHONE NUMBER
 AC5736'606-654-3241.*  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AC5736'HIGHWAYS 27 AND 22 IN FALMOUTH, GO WEST ON STATE HIGHWAY 22 2.66 KM
 AC5736'(1.65 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH 0.8 KM (0.50
 AC5736'MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST 0.72 KM (0.45 MI)
 AC5736'TO GATE AND AIRPORT OFFICE AHEAD.  FROM THE GATE TURN RIGHT AND GO
 AC5736'SOUTH 0.2 KM (0.10 MI) ACROSS APRON TO THE INTERSECTION OF THE RAMP
 AC5736'AND THE RUNWAY AND THE STATION ON THE RIGHT NEAR THE VASI LIGHTS.*
 AC5736'THE STATION IS A BRONZE DISK SET IN A DRILL HOLE OF A 2X2 FOOT EXPOSED
 AC5736'ROCK OUTCROP.  THE STATION IS 35.1 METERS (115.2 FT) NORTHWEST FROM
 AC5736'THE CENTERLINE OF THE RUNWAY.  15.8 METERS (51.8 FT) DUE SOUTH FROM
 AC5736'THE CENTER OF THE WESTERN MOST VASI LIGHT.  15.7 METERS (51.5 FT)
 AC5736'SOUTHWEST FROM THE CENTER OF THE EASTERN MOST VASI LIGHT.*  THIS
 AC5736'STATION IS A PRIMARY AIRPORT CONTROL STATION.*
 AC5736
 AC5736                          STATION RECOVERY (2002)
 AC5736
 AC5736'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 AC5736'THIS STATION WAS FOUND IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 AC5736' 
 AC5736'THE STATION IS LOCATED APPROXIMATELY 10.0 MI EAST-NORTHEAST OF THE
 AC5736'CITY OF
 AC5736'WILLIAMSTOWN, 6.10 MI SOUTH-SOUTHWEST OF THE COMMUNITY OF BUTLER, AND
 AC5736'3.80 MI
 AC5736'NORTHWEST OF THE CITY OF FALMOUTH, AT THE GENE SNYDER AIRPORT, IN THE
 AC5736'WEST QUADRANT
 AC5736'OF THE JUNCTION OF THE TAXIWAY WITH RUNWAY.
 AC5736' 
 AC5736'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH STATE
 AC5736'HIGHWAY 22,
 AC5736'APPROXIMATELY 2.75 MI NORTHWEST OF THE CITY OF FALMOUTH, GO SOUTHWEST
 AC5736'AND WEST 1.65 MI
 AC5736'ON HIGHWAY 22 TO WINSIT ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHWEST
 AC5736'AND NORTH 0.50
 AC5736'MI ON WINSIT ROAD TO THE JUNCTION OF WINSIT ROAD WITH AIRPORT ROAD ON
 AC5736'THE RIGHT, TURN
 AC5736'RIGHT AND GO NORTHEAST 0.45 MI ON AIRPORT ROAD TO THE AIRPORT GATE AND
 AC5736'AIRPORT OFFICE,
 AC5736'PROCEED THROUGH GATE AND TURN RIGHT, GO EAST APPROXIMATELY 0.10 MI ON
 AC5736'TAXIWAY TO THE
 AC5736'JUNCTION OF THE TAXIWAY WITH RUNWAY AND THE STATION ON THE RIGHT. THE
 AC5736'STATION IS A
 AC5736'STANDARD 9/16-INCH DIAMETER STAINLESS STEEL ROD, ENCASED IN A 1 METER
 AC5736'FINNED SLEEVE,
 AC5736'RECESSED BENEATH A STANDARD NGS COLLAR AND LOGO CAP STAMPED --KY62 A
 AC5736'1996--, ALL
 AC5736'SURROUNDED BY A 13-INCH DIAMETER CONCRETE COLLAR. DATUM POINT IS A
 AC5736'DIMPLED POINT FOUND
 AC5736'BENEATH THE LOGO CAP ON TOP THE ROUNDED STAINLESS STEEL ROD.
 AC5736' 
 AC5736'THE STATION IS 160.3 FEET NORTHWEST OF THE CENTERLINE OF RUNWAY, 195.5
 AC5736'FEET SOUTHWEST
 AC5736'OF THE TAXIWAY, 146.1 FEET WEST OF THE SOUTH CORNER OF THE EAST-MOST
 AC5736'PAPI LIGHT, 145.0
 AC5736'MI NORTHWEST OF A GREEN METAL TELEPHONE PEDASTAL, AND 55.0 MI WEST OF
 AC5736'THE CENTERLINE
 AC5736'OF AIRPORT ROAD.
 AC5736' 
 AC5736'--NOTE--THERE ARE NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 AC5736'DEGREES ABOVE THE
 AC5736'HORIZON.
 AC5736' 
 AC5736' 
 AC5736' 
 AC5736' 
 AC5736' 
 AC5736'
 AC5736
 AC5736                          STATION RECOVERY (2002)
 AC5736
 AC5736'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 AC5736'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 AC5736' 
 AC5736'STATION IS 16.76 M WEST OF AIRPORT ROAD, 44.19 M NORTHWEST TO A
 AC5736'TELEPHONE PEDESTAL, 40.32  M EAST TO THE VISABILITY LIGHTS CONTROL
 AC5736'BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5737 ***********************************************************************
 AC5737  SACS        -  This is a Secondary Airport Control Station.
 AC5737  DESIGNATION -  KY62 B
 AC5737  PID         -  AC5737
 AC5737  STATE/COUNTY-  KY/PENDLETON
 AC5737  USGS QUAD   -  GOFORTH (1987)
 AC5737
 AC5737                         *CURRENT SURVEY CONTROL
 AC5737  ___________________________________________________________________
 AC5737* NAD 83(1993)-  38 42 16.43534(N)    084 23 26.61320(W)     ADJUSTED  
 AC5737* NAVD 88     -       272.40   (meters)     893.7    (feet)  GPS OBS   
 AC5737  ___________________________________________________________________
 AC5737  X           -     487,164.584 (meters)                     COMP
 AC5737  Y           -  -4,960,221.522 (meters)                     COMP
 AC5737  Z           -   3,966,924.933 (meters)                     COMP
 AC5737  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AC5737  ELLIP HEIGHT-         238.37  (meters)          (01/09/97) GPS OBS
 AC5737  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 AC5737
 AC5737  HORZ ORDER  -  FIRST
 AC5737  ELLP ORDER  -  FOURTH    CLASS II
 AC5737
 AC5737.This mark is at Gene Snyder Airport (KY62)
 AC5737
 AC5737.The horizontal coordinates were established by GPS observations
 AC5737.and adjusted by the National Geodetic Survey in January 1997..
 AC5737
 AC5737.The orthometric height was determined by GPS observations and a
 AC5737.high-resolution geoid model.
 AC5737
 AC5737.GPS derived orthometric heights for airport stations designated as
 AC5737.PACS or SACS are published to 2 decimal places.  This maintains
 AC5737.centimeter relative accuracy between the PACS and SACS.  It does
 AC5737.not indicate centimeter accuracy relative to other marks which are
 AC5737.part of the NAVD 88 network.
 AC5737
 AC5737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5737
 AC5737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5737
 AC5737.The ellipsoidal height was determined by GPS observations
 AC5737.and is referenced to NAD 83.
 AC5737
 AC5737.The geoid height was determined by GEOID03.
 AC5737
 AC5737;                    North         East     Units Scale Factor Converg.
 AC5737;SPC KY1Z     - 1,264,036.736 1,618,234.047   MT  1.00000936   +0 50 04.3
 AC5737;SPC KY1Z     - 4,147,093.86  5,309,156.20   sFT  1.00000936   +0 50 04.3
 AC5737;SPC KY N     -   133,714.274   487,759.254   MT  0.99997063   -0 05 15.1
 AC5737;SPC KY N     -   438,694.25  1,600,256.82   sFT  0.99997063   -0 05 15.1
 AC5737;UTM  16      - 4,287,224.577   726,895.467   MT  1.00023400   +1 37 56.2
 AC5737
 AC5737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5737!SPC KY1Z     -   0.99996260  x   1.00000936  =   0.99997196
 AC5737!SPC KY N     -   0.99996260  x   0.99997063  =   0.99993323
 AC5737!UTM  16      -   0.99996260  x   1.00023400  =   1.00019659
 AC5737
 AC5737:                Primary Azimuth Mark                     Grid Az
 AC5737:SPC KY1Z     -  KY62 A                                   215 58 51.4
 AC5737:SPC KY N     -  KY62 A                                   216 54 10.8
 AC5737:UTM  16      -  KY62 A                                   215 10 59.5
 AC5737
 AC5737|---------------------------------------------------------------------|
 AC5737| PID    Reference Object                     Distance      Geod. Az  |
 AC5737|                                                           dddmmss.s |
 AC5737| AC5736 KY62 A                              APPROX. 0.6 KM 2164855.7 |
 AC5737|---------------------------------------------------------------------|
 AC5737
 AC5737                          SUPERSEDED SURVEY CONTROL
 AC5737
 AC5737.No superseded survey control is available for this station.
 AC5737
 AC5737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2689587225(NAD 83)
 AC5737_MARKER: DD = SURVEY DISK
 AC5737_SETTING: 66 = SET IN ROCK OUTCROP
 AC5737_STAMPING: KY62 B 1995
 AC5737_MARK LOGO: NGS   
 AC5737_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5737+STABILITY: POSITION/ELEVATION WELL
 AC5737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5737+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5737
 AC5737  HISTORY     - Date     Condition        Report By
 AC5737  HISTORY     - 1995     MONUMENTED       LOWE
 AC5737
 AC5737                          STATION DESCRIPTION
 AC5737
 AC5737'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5737'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) NORTHEAST FROM
 AC5737'WILLIAMSTOWN AND ABOUT 6.4 KM (3.95 MI) NORTHWEST OF FALMOUTH AT THE
 AC5737'GENE SNYDER AIRPORT, AIRPORT MANAGER OMER LUCAS TELEPHONE NUMBER
 AC5737'606-654-3241.*  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AC5737'HIGHWAYS 27 AND 22 IN FALMOUTH, GO WEST ON STATE HIGHWAY 22 2.66 KM
 AC5737'(1.65 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH 0.8 KM (0.50
 AC5737'MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST 0.72 KM (0.45 MI)
 AC5737'TO A GATE AND AIRPORT OFFICE AHEAD.  FROM THE GATE TURN RIGHT AND GO
 AC5737'SOUTH 0.2 KM (0.10 MI) ACROSS APRON TO THE INTERSECTION OF THE RAMP
 AC5737'AND RUNWAY.  TURN LEFT ON RUNWAY AND GO EAST 1.0 KM (0.60 MI) TO
 AC5737'STATION ON THE LEFT AT THE TOP OF SLOPE.*  THE STATION IS A BRONZE
 AC5737'DISK SET IN A DRILL HOLE IN A 1X1 FOOT EXPOSED ROCK OUTCROP.  THE
 AC5737'STATION IS 68.6 METERS (225.1 FT) WEST-NORTHWEST FROM THE CENTERLINE
 AC5737'OF THE RUNWAY.  61.3 METERS (201.1 FT) DUE WEST FROM THE SECOND RUNWAY
 AC5737'LIGHT.  60.4 METERS (198.2 FT) NORTH-NORTHWEST FROM THE THIRD RUNWAY
 AC5737'LIGHT.*  THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.*
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5738 ***********************************************************************
 AC5738  SACS        -  This is a Secondary Airport Control Station.
 AC5738  DESIGNATION -  KY62 C
 AC5738  PID         -  AC5738
 AC5738  STATE/COUNTY-  KY/PENDLETON
 AC5738  USGS QUAD   -  GOFORTH (1987)
 AC5738
 AC5738                         *CURRENT SURVEY CONTROL
 AC5738  ___________________________________________________________________
 AC5738* NAD 83(1993)-  38 41 48.31230(N)    084 23 52.18070(W)     ADJUSTED  
 AC5738* NAVD 88     -       279.93   (meters)     918.4    (feet)  GPS OBS   
 AC5738  ___________________________________________________________________
 AC5738  X           -     486,603.245 (meters)                     COMP
 AC5738  Y           -  -4,960,827.370 (meters)                     COMP
 AC5738  Z           -   3,966,252.830 (meters)                     COMP
 AC5738  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AC5738  ELLIP HEIGHT-         245.90  (meters)          (01/09/97) GPS OBS
 AC5738  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 AC5738
 AC5738  HORZ ORDER  -  FIRST
 AC5738  ELLP ORDER  -  FOURTH    CLASS II
 AC5738
 AC5738.This mark is at Gene Snyder Airport (KY62)
 AC5738
 AC5738.The horizontal coordinates were established by GPS observations
 AC5738.and adjusted by the National Geodetic Survey in January 1997..
 AC5738
 AC5738.The orthometric height was determined by GPS observations and a
 AC5738.high-resolution geoid model.
 AC5738
 AC5738.GPS derived orthometric heights for airport stations designated as
 AC5738.PACS or SACS are published to 2 decimal places.  This maintains
 AC5738.centimeter relative accuracy between the PACS and SACS.  It does
 AC5738.not indicate centimeter accuracy relative to other marks which are
 AC5738.part of the NAVD 88 network.
 AC5738
 AC5738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5738
 AC5738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5738
 AC5738.The ellipsoidal height was determined by GPS observations
 AC5738.and is referenced to NAD 83.
 AC5738
 AC5738.The geoid height was determined by GEOID03.
 AC5738
 AC5738;                    North         East     Units Scale Factor Converg.
 AC5738;SPC KY1Z     - 1,263,160.641 1,617,628.894   MT  1.00000739   +0 49 48.6
 AC5738;SPC KY1Z     - 4,144,219.54  5,307,170.80   sFT  1.00000739   +0 49 48.6
 AC5738;SPC KY N     -   132,848.065   487,140.103   MT  0.99997008   -0 05 31.1
 AC5738;SPC KY N     -   435,852.36  1,598,225.49   sFT  0.99997008   -0 05 31.1
 AC5738;UTM  16      - 4,286,339.946   726,302.434   MT  1.00023070   +1 37 39.2
 AC5738
 AC5738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5738!SPC KY1Z     -   0.99996142  x   1.00000739  =   0.99996881
 AC5738!SPC KY N     -   0.99996142  x   0.99997008  =   0.99993150
 AC5738!UTM  16      -   0.99996142  x   1.00023070  =   1.00019211
 AC5738
 AC5738:                Primary Azimuth Mark                     Grid Az
 AC5738:SPC KY1Z     -  KY62 A                                   033 06 26.5
 AC5738:SPC KY N     -  KY62 A                                   034 01 46.2
 AC5738:UTM  16      -  KY62 A                                   032 18 35.9
 AC5738
 AC5738|---------------------------------------------------------------------|
 AC5738| PID    Reference Object                     Distance      Geod. Az  |
 AC5738|                                                           dddmmss.s |
 AC5738| AC5736 KY62 A                              499.096 METERS 0335615.1 |
 AC5738|---------------------------------------------------------------------|
 AC5738
 AC5738                          SUPERSEDED SURVEY CONTROL
 AC5738
 AC5738.No superseded survey control is available for this station.
 AC5738
 AC5738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2630286340(NAD 83)
 AC5738_MARKER: DD = SURVEY DISK
 AC5738_SETTING: 66 = SET IN ROCK OUTCROP
 AC5738_STAMPING: KY62 C 1995
 AC5738_MARK LOGO: NGS   
 AC5738_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5738+STABILITY: POSITION/ELEVATION WELL
 AC5738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5738+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5738
 AC5738  HISTORY     - Date     Condition        Report By
 AC5738  HISTORY     - 1995     MONUMENTED       LOWE
 AC5738
 AC5738                          STATION DESCRIPTION
 AC5738
 AC5738'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5738'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) NORTHEAST FROM
 AC5738'WILLIAMSTOWN AND ABOUT 6.4 KM (3.95 MI) NORTHWEST OF FALMOUTH AT THE
 AC5738'GENE SNYDER AIRPORT, AIRPORT MANAGER OMER LUCAS TELEPHONE NUMBER
 AC5738'606-654-3241.*  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AC5738'HIGHWAYS 27 AND 22 IN FALMOUTH, GO WEST ON STATE HIGHWAY 22 2.66 KM
 AC5738'(1.65 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH 0.6 KM (0.35
 AC5738'MI) TO STATION ON LEFT IN THE FRONT YARD OF MR.DOMER THORNBERRY...NO
 AC5738'TELEPHONE NUMBER.*  THE STATION IS A BRONZE DISK SET IN A DRILL HOLE
 AC5738'IN A 1X1 FOOT EXPOSED ROCK OUTCROP.  THE STATION IS 27.4 METERS (89.9
 AC5738'FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A WOOD BARN.  12.6 METERS
 AC5738'(41.3 FT) DUE EAST FROM THE NORTHWEST CORNER OF A 1 STORY WOOD FRAME
 AC5738'HOUSE.  12.5 METERS (41.0 FT) DUE NORTH FROM THE NORTHEAST CORNER OF A
 AC5738'1 STORY WOOD FRAME HOUSE.  9.4 METERS (30.8 FT) SOUTHWEST FROM THE
 AC5738'CENTERLINE OF A PAVED ROAD.*  THIS STATION IS A SECONDARY AIRPORT
 AC5738'CONTROL STATION.*
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0696 ***********************************************************************
 HZ0696  DESIGNATION -  L
 HZ0696  PID         -  HZ0696
 HZ0696  STATE/COUNTY-  KY/GRANT
 HZ0696  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0696
 HZ0696                         *CURRENT SURVEY CONTROL
 HZ0696  ___________________________________________________________________
 HZ0696* NAD 83(1986)-  38 40 49.     (N)    084 35 12.     (W)     SCALED    
 HZ0696* NAVD 88     -       291.735  (meters)     957.13   (feet)  ADJUSTED  
 HZ0696  ___________________________________________________________________
 HZ0696  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ0696  DYNAMIC HT  -         291.539 (meters)     956.49  (feet)  COMP
 HZ0696  MODELED GRAV-     979,948.9   (mgal)                       NAVD 88
 HZ0696
 HZ0696  VERT ORDER  -  FIRST     CLASS II
 HZ0696
 HZ0696.The horizontal coordinates were scaled from a topographic map and have
 HZ0696.an estimated accuracy of +/- 6 seconds.
 HZ0696
 HZ0696.The orthometric height was determined by differential leveling
 HZ0696.and adjusted by the National Geodetic Survey in June 1991..
 HZ0696.WARNING-Repeat measurements at this control monument indicate possible
 HZ0696.vertical movement.
 HZ0696
 HZ0696.The geoid height was determined by GEOID03.
 HZ0696
 HZ0696.The dynamic height is computed by dividing the NAVD 88
 HZ0696.geopotential number by the normal gravity value computed on the
 HZ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0696.degrees latitude (g = 980.6199 gals.).
 HZ0696
 HZ0696.The modeled gravity was interpolated from observed gravity values.
 HZ0696
 HZ0696;                    North         East    Units  Estimated Accuracy
 HZ0696;SPC KY1Z     - 1,261,110.    1,601,230.      MT  (+/- 180 meters Scaled)
 HZ0696
 HZ0696                          SUPERSEDED SURVEY CONTROL
 HZ0696
 HZ0696  NGVD 29 (??/??/92)  291.912  (m)          957.71   (f) ADJ UNCH    1 2
 HZ0696
 HZ0696.Superseded values are not recommended for survey control.
 HZ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0696.See file dsdata.txt to determine how the superseded data were derived.
 HZ0696
 HZ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH099840(NAD 83)
 HZ0696_MARKER: B = BOLT
 HZ0696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ0696_SP_SET: RETAINING WALL
 HZ0696_MARK LOGO: CGS   
 HZ0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0696+STABILITY: SURFACE MOTION
 HZ0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0696+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 HZ0696
 HZ0696  HISTORY     - Date     Condition        Report By
 HZ0696  HISTORY     - UNK      MONUMENTED       CGS
 HZ0696  HISTORY     - 1949     GOOD             NGS
 HZ0696  HISTORY     - 1964     GOOD             NGS
 HZ0696  HISTORY     - 1985     GOOD             NGS
 HZ0696  HISTORY     - 20020930 GOOD             KYDT
 HZ0696
 HZ0696                          STATION DESCRIPTION
 HZ0696
 HZ0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0696'AT DRY RIDGE.
 HZ0696'AT DRY RIDGE, IN THE SOUTH PART OF TOWN, 88 FEET WEST OF AND ACROSS
 HZ0696'U.S. HIGHWAY 25 FROM THE WEST CORNER OF THE SOUTHERN RAILWAY
 HZ0696'STATION BUILDING, 95.5 FEET SOUTHWEST OF AND ACROSS HIGHWAY 25
 HZ0696'FROM THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, LEADED INTO THE
 HZ0696'VERTICAL NORTHEAST FACE OF STONE MASONRY RETAINING WALL OF THE
 HZ0696'YARD OF A TWO STORY RESIDENCE, 22 FEET SOUTHWEST OF THE CENTER LINE
 HZ0696'OF THE HIGHWAY, 3.9 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF STONE
 HZ0696'STEPS, 2 FEET BELOW THE TOP OF THE STONE RETAINING WALL AND 1.5
 HZ0696'FEET ABOVE THE LEVEL OF THE SIDEWALK.  NOTE-- THE FOUNDATION OF THE
 HZ0696'OLD RAILROAD STATION AT DRY RIDGE IS ALL THAT REMAINS AT THE
 HZ0696'PRESENT TIME.
 HZ0696
 HZ0696                          STATION RECOVERY (1964)
 HZ0696
 HZ0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0696'RECOVERED IN GOOD CONDITION.
 HZ0696
 HZ0696                          STATION RECOVERY (1985)
 HZ0696
 HZ0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0696'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2 MI)
 HZ0696'SOUTHEAST ALONG U.S. HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAYS 22
 HZ0696'AND 467 IN DRY RIDGE TO THE MARK ON THE RIGHT, A COPPER BOLT LEADED
 HZ0696'VERTICALLY IN A STONE MASONRY RETAINING WALL IN THE FRONT YARD OF A
 HZ0696'TWO-STORY FRAME HOUSE NO. 48, 6.70 METERS (22.0 FT) SOUTHWEST OF THE
 HZ0696'CENTERLINE OF THE HIGHWAY, 1.19 METERS (3.9 FT) SOUTHEAST OF THE
 HZ0696'SOUTHEAST EDGE OF STONE STEPS, 0.61 METER (2.0 FT) BELOW THE TOP OF
 HZ0696'THE RETAINING WALL.
 HZ0696'THE MARK IS 0.61 M ABOVE HIGHWAY.
 HZ0696
 HZ0696                          STATION RECOVERY (2002)
 HZ0696
 HZ0696'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1034 ***********************************************************************
 JZ1034  DESIGNATION -  L 1
 JZ1034  PID         -  JZ1034
 JZ1034  STATE/COUNTY-  KY/BOONE
 JZ1034  USGS QUAD   -  BURLINGTON (1991)
 JZ1034
 JZ1034                         *CURRENT SURVEY CONTROL
 JZ1034  ___________________________________________________________________
 JZ1034* NAD 83(1986)-  39 02 36.     (N)    084 40 54.     (W)     SCALED    
 JZ1034* NAVD 88     -       250.853  (meters)     823.01   (feet)  ADJUSTED  
 JZ1034  ___________________________________________________________________
 JZ1034  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1034  DYNAMIC HT  -         250.692 (meters)     822.48  (feet)  COMP
 JZ1034  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 JZ1034
 JZ1034  VERT ORDER  -  SECOND    CLASS 0
 JZ1034
 JZ1034.The horizontal coordinates were scaled from a topographic map and have
 JZ1034.an estimated accuracy of +/- 6 seconds.
 JZ1034
 JZ1034.The orthometric height was determined by differential leveling
 JZ1034.and adjusted by the National Geodetic Survey in June 1991..
 JZ1034
 JZ1034.The geoid height was determined by GEOID03.
 JZ1034
 JZ1034.The dynamic height is computed by dividing the NAVD 88
 JZ1034.geopotential number by the normal gravity value computed on the
 JZ1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1034.degrees latitude (g = 980.6199 gals.).
 JZ1034
 JZ1034.The modeled gravity was interpolated from observed gravity values.
 JZ1034
 JZ1034;                    North         East    Units  Estimated Accuracy
 JZ1034;SPC KY1Z     - 1,301,320.    1,592,500.      MT  (+/- 180 meters Scaled)
 JZ1034
 JZ1034                          SUPERSEDED SURVEY CONTROL
 JZ1034
 JZ1034  NGVD 29 (??/??/92)  251.048  (m)          823.65   (f) ADJ UNCH    2 0
 JZ1034
 JZ1034.Superseded values are not recommended for survey control.
 JZ1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1034.See file dsdata.txt to determine how the superseded data were derived.
 JZ1034
 JZ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ006241(NAD 83)
 JZ1034_MARKER: Q = CHISELED SQUARE
 JZ1034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1034_SP_SET: CULVERT
 JZ1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1034
 JZ1034  HISTORY     - Date     Condition        Report By
 JZ1034  HISTORY     - UNK      MONUMENTED       KYHD
 JZ1034  HISTORY     - 1964     GOOD             PAS
 JZ1034
 JZ1034                          STATION DESCRIPTION
 JZ1034
 JZ1034'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1034'2.8 MI S FROM HEBRON.
 JZ1034'0.05 MILE WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JZ1034'HEBRON, THENCE ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 237
 JZ1034'TO THE JUNCTION OF STATE HIGHWAY 1334 LEFT, THENCE ABOUT 0.85
 JZ1034'MILE EAST ALONG STATE HIGHWAY 1334 TO MARK ON RIGHT WHICH IS
 JZ1034'ABOUT 0.05 MILE BEYOND A SHARP CURVE IN HIGHWAY.  IT IS ABOUT
 JZ1034'117 FEET NORTH OF THE JUNCTION OF HIGHWAY AND PRIVATE DRIVE
 JZ1034'EAST, 107 FEET NORTH OF A 12-INCH SPRUCE TREE, 50 FEET NORTHWEST
 JZ1034'OF A 12-INCH OAK TREE, 14 FEET EAST OF THE CENTER OF HIGHWAY.
 JZ1034'A 2-INCH CHISELED SQUARE ON THE TOP OF THE EAST END OF A 24-INCH
 JZ1034'CONCRETE PIPE CULVERT UNDER HIGHWAY AND ABOUT 2 FEET BELOW THE
 JZ1034'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1265 ***********************************************************************
 GZ1265  DESIGNATION -  L 1
 GZ1265  PID         -  GZ1265
 GZ1265  STATE/COUNTY-  KY/MERCER
 GZ1265  USGS QUAD   -  WILMORE (1979)
 GZ1265
 GZ1265                         *CURRENT SURVEY CONTROL
 GZ1265  ___________________________________________________________________
 GZ1265* NAD 83(1986)-  37 47 05.     (N)    084 43 35.     (W)     SCALED    
 GZ1265* NAVD 88     -       264.805  (meters)     868.78   (feet)  POSTED    
 GZ1265  ___________________________________________________________________
 GZ1265  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GZ1265  DYNAMIC HT  -         264.600 (meters)     868.11  (feet)  COMP
 GZ1265  MODELED GRAV-     979,859.8   (mgal)                       NAVD 88
 GZ1265
 GZ1265  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GZ1265
 GZ1265.The horizontal coordinates were scaled from a topographic map and have
 GZ1265.an estimated accuracy of +/- 6 seconds.
 GZ1265
 GZ1265.The orthometric height was determined by differential leveling
 GZ1265.and adjusted by the National Geodetic Survey in 1992..
 GZ1265.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GZ1265.rate of 0.0 thru 1.0 mm/km.
 GZ1265
 GZ1265.The geoid height was determined by GEOID03.
 GZ1265
 GZ1265.The dynamic height is computed by dividing the NAVD 88
 GZ1265.geopotential number by the normal gravity value computed on the
 GZ1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1265.degrees latitude (g = 980.6199 gals.).
 GZ1265
 GZ1265.The modeled gravity was interpolated from observed gravity values.
 GZ1265
 GZ1265;                    North         East    Units  Estimated Accuracy
 GZ1265;SPC KY1Z     - 1,161,570.    1,590,160.      MT  (+/- 180 meters Scaled)
 GZ1265
 GZ1265                          SUPERSEDED SURVEY CONTROL
 GZ1265
 GZ1265.No superseded survey control is available for this station.
 GZ1265
 GZ1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG002843(NAD 83)
 GZ1265_MARKER: H = DRILL HOLE
 GZ1265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1265_SP_SET: CULVERT
 GZ1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1265
 GZ1265  HISTORY     - Date     Condition        Report By
 GZ1265  HISTORY     - UNK      MONUMENTED       CGS
 GZ1265  HISTORY     - 1950     GOOD             NGS
 GZ1265
 GZ1265                          STATION DESCRIPTION
 GZ1265
 GZ1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1265'3.3 MI S FROM HIGH BRIDGE.
 GZ1265'ABOUT MIDWAY BETWEEN HIGH BRIDGE AND BURGIN, MERCER COUNTY,
 GZ1265'ON THE CINCINNATI, NEW ORLEANS AND TEXAS PACIFIC RAILWAY,
 GZ1265'ABOUT 0.1 MI S OF MILEPOST GIN 103, ABOUT 525 FT N OF THE
 GZ1265'CURDVILLE RD CROSSING, AT A STONE BOX CULVERT, ON THE E SIDE
 GZ1265'OF THE N END, ON THE COPING STONE, 12 IN FROM THE N FACE, AND
 GZ1265'12 IN FROM BOTH THE AND W FACES.  THE BOTTOM OF A SQUARE HOLE
 GZ1265'SURROUNDED BY THE LETTERS USC AND GS.  NOTE-- A CONCRETE BOX
 GZ1265'CULVERT WAS FOUND AT THE APPROXIMATE LOCATION AND IT IS BELIEVED
 GZ1265'THAT THIS WAS LOCATION OF OLD STONE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1064 ***********************************************************************
 JZ1064  DESIGNATION -  L 10
 JZ1064  PID         -  JZ1064
 JZ1064  STATE/COUNTY-  KY/BOONE
 JZ1064  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ1064
 JZ1064                         *CURRENT SURVEY CONTROL
 JZ1064  ___________________________________________________________________
 JZ1064* NAD 83(1986)-  39 04 45.     (N)    084 45 42.     (W)     SCALED    
 JZ1064* NAVD 88     -       236.629  (meters)     776.34   (feet)  ADJUSTED  
 JZ1064  ___________________________________________________________________
 JZ1064  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ1064  DYNAMIC HT  -         236.483 (meters)     775.86  (feet)  COMP
 JZ1064  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 JZ1064
 JZ1064  VERT ORDER  -  SECOND    CLASS 0
 JZ1064
 JZ1064.The horizontal coordinates were scaled from a topographic map and have
 JZ1064.an estimated accuracy of +/- 6 seconds.
 JZ1064
 JZ1064.The orthometric height was determined by differential leveling
 JZ1064.and adjusted by the National Geodetic Survey in June 1991..
 JZ1064
 JZ1064.The geoid height was determined by GEOID03.
 JZ1064
 JZ1064.The dynamic height is computed by dividing the NAVD 88
 JZ1064.geopotential number by the normal gravity value computed on the
 JZ1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1064.degrees latitude (g = 980.6199 gals.).
 JZ1064
 JZ1064.The modeled gravity was interpolated from observed gravity values.
 JZ1064
 JZ1064;                    North         East    Units  Estimated Accuracy
 JZ1064;SPC KY1Z     - 1,305,220.    1,585,530.      MT  (+/- 180 meters Scaled)
 JZ1064
 JZ1064                          SUPERSEDED SURVEY CONTROL
 JZ1064
 JZ1064  NGVD 29 (??/??/92)  236.835  (m)          777.02   (f) ADJ UNCH    2 0
 JZ1064
 JZ1064.Superseded values are not recommended for survey control.
 JZ1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1064.See file dsdata.txt to determine how the superseded data were derived.
 JZ1064
 JZ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ936279(NAD 83)
 JZ1064_MARKER: Q = CHISELED SQUARE
 JZ1064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1064_SP_SET: CULVERT
 JZ1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1064
 JZ1064  HISTORY     - Date     Condition        Report By
 JZ1064  HISTORY     - UNK      MONUMENTED       KYHD
 JZ1064  HISTORY     - 1964     GOOD             PAS
 JZ1064
 JZ1064                          STATION DESCRIPTION
 JZ1064
 JZ1064'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1064'1.4 MI NW FROM BULLITTSVILLE.
 JZ1064'3.5 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JZ1064'HEBRON, ABOUT 1.35 MILES WEST OF BULLITTSVILLE, AT A GRAVEL
 JZ1064'DRIVE NORTH, 82 FEET NORTH OF THE INTERSECTION OF HIGHWAY AND
 JZ1064'DRIVE, 24 FEET EAST-NORTHEAST OF TELEPHONE POLE C-101 AND 5 FEET
 JZ1064'EAST OF THE CENTER OF DRIVE.  A 2-INCH CHISELED SQUARE IN THE
 JZ1064'CENTER OF THE TOP OF EAST END OF CONCRETE BOX CULVERT OVER
 JZ1064'STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1587 ***********************************************************************
 HY1587  DESIGNATION -  L 10
 HY1587  PID         -  HY1587
 HY1587  STATE/COUNTY-  KY/CARTER
 HY1587  USGS QUAD   -  OLIVE HILL (1975)
 HY1587
 HY1587                         *CURRENT SURVEY CONTROL
 HY1587  ___________________________________________________________________
 HY1587* NAD 83(1986)-  38 16 04.     (N)    083 12 12.     (W)     SCALED    
 HY1587* NAVD 88     -       236.446  (meters)     775.74   (feet)  ADJUSTED  
 HY1587  ___________________________________________________________________
 HY1587  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HY1587  DYNAMIC HT  -         236.284 (meters)     775.21  (feet)  COMP
 HY1587  MODELED GRAV-     979,937.6   (mgal)                       NAVD 88
 HY1587
 HY1587  VERT ORDER  -  FIRST     CLASS I
 HY1587
 HY1587.The horizontal coordinates were scaled from a topographic map and have
 HY1587.an estimated accuracy of +/- 6 seconds.
 HY1587
 HY1587.The orthometric height was determined by differential leveling
 HY1587.and adjusted by the National Geodetic Survey in June 1991..
 HY1587
 HY1587.The geoid height was determined by GEOID03.
 HY1587
 HY1587.The dynamic height is computed by dividing the NAVD 88
 HY1587.geopotential number by the normal gravity value computed on the
 HY1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1587.degrees latitude (g = 980.6199 gals.).
 HY1587
 HY1587.The modeled gravity was interpolated from observed gravity values.
 HY1587
 HY1587;                    North         East    Units  Estimated Accuracy
 HY1587;SPC KY1Z     - 1,217,730.    1,722,820.      MT  (+/- 180 meters Scaled)
 HY1587
 HY1587                          SUPERSEDED SURVEY CONTROL
 HY1587
 HY1587  NGVD 29 (??/??/92)  236.621  (m)          776.31   (f) ADJ UNCH    1 1
 HY1587
 HY1587.Superseded values are not recommended for survey control.
 HY1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1587.See file dsdata.txt to determine how the superseded data were derived.
 HY1587
 HY1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC072378(NAD 83)
 HY1587_MARKER: DB = BENCH MARK DISK
 HY1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1587_STAMPING: 776.225 L 10 1928
 HY1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1587+STABILITY: SURFACE MOTION
 HY1587
 HY1587  HISTORY     - Date     Condition        Report By
 HY1587  HISTORY     - 1928     MONUMENTED       CGS
 HY1587  HISTORY     - 1967     GOOD             NGS
 HY1587
 HY1587                          STATION DESCRIPTION
 HY1587
 HY1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1587'3.2 MI SW FROM OLIVE HILL.
 HY1587'ABOUT 3.15 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1587'FROM THE STATION AT OLIVE HILL, ABOUT 0.35 MILE NORTHEAST OF
 HY1587'MILEPOST 563, ABOUT 0.2 MILE NORTHEAST OF THE CROSSING OF STATE
 HY1587'HIGHWAY 174, ABOUT 5 RAILS NORTHEAST OF AN ABANDONED ROAD CROSSING,
 HY1587'AT THE EDGE OF A SMALL CULTIVATED FIELD, 25 FEET NORTHWEST OF THE
 HY1587'NORTHWEST RAIL, 74 FEET SOUTHWEST OF THE 2ND TELEGRAPH POLE
 HY1587'NORTHEAST OF THE ROAD CROSSING, 1.3 FEET NORTHEAST OF A METAL
 HY1587'WITNESS POST, 6 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 HY1587'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 HY1587'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1067 ***********************************************************************
 JZ1067  DESIGNATION -  L 11
 JZ1067  PID         -  JZ1067
 JZ1067  STATE/COUNTY-  KY/BOONE
 JZ1067  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ1067
 JZ1067                         *CURRENT SURVEY CONTROL
 JZ1067  ___________________________________________________________________
 JZ1067* NAD 83(1986)-  39 04 46.     (N)    084 46 22.     (W)     SCALED    
 JZ1067* NAVD 88     -       243.191  (meters)     797.87   (feet)  ADJUSTED  
 JZ1067  ___________________________________________________________________
 JZ1067  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ1067  DYNAMIC HT  -         243.041 (meters)     797.38  (feet)  COMP
 JZ1067  MODELED GRAV-     980,005.5   (mgal)                       NAVD 88
 JZ1067
 JZ1067  VERT ORDER  -  SECOND    CLASS 0
 JZ1067
 JZ1067.The horizontal coordinates were scaled from a topographic map and have
 JZ1067.an estimated accuracy of +/- 6 seconds.
 JZ1067
 JZ1067.The orthometric height was determined by differential leveling
 JZ1067.and adjusted by the National Geodetic Survey in June 1991..
 JZ1067
 JZ1067.The geoid height was determined by GEOID03.
 JZ1067
 JZ1067.The dynamic height is computed by dividing the NAVD 88
 JZ1067.geopotential number by the normal gravity value computed on the
 JZ1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1067.degrees latitude (g = 980.6199 gals.).
 JZ1067
 JZ1067.The modeled gravity was interpolated from observed gravity values.
 JZ1067
 JZ1067;                    North         East    Units  Estimated Accuracy
 JZ1067;SPC KY1Z     - 1,305,240.    1,584,570.      MT  (+/- 180 meters Scaled)
 JZ1067
 JZ1067                          SUPERSEDED SURVEY CONTROL
 JZ1067
 JZ1067  NGVD 29 (??/??/92)  243.398  (m)          798.55   (f) ADJ UNCH    2 0
 JZ1067
 JZ1067.Superseded values are not recommended for survey control.
 JZ1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1067.See file dsdata.txt to determine how the superseded data were derived.
 JZ1067
 JZ1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ926279(NAD 83)
 JZ1067_MARKER: S = SPIKE
 JZ1067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1067_SP_SET: ROADWAY
 JZ1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1067
 JZ1067  HISTORY     - Date     Condition        Report By
 JZ1067  HISTORY     - UNK      MONUMENTED       KYHD
 JZ1067  HISTORY     - 1964     GOOD             PAS
 JZ1067
 JZ1067                          STATION DESCRIPTION
 JZ1067
 JZ1067'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1067'2 MI NW FROM BULLITTSVILLE.
 JZ1067'4.1 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JZ1067'HEBRON, AT A PRIVATE DRIVE NORTH.  A RAILROAD SPIKE DRIVEN FLUSH
 JZ1067'IN THE BLACKTOP AT INTERSECTION OF HIGHWAY AND PRIVATE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1800 ***********************************************************************
 GY1800  DESIGNATION -  L 11
 GY1800  PID         -  GY1800
 GY1800  STATE/COUNTY-  KY/MORGAN
 GY1800  USGS QUAD   -  CANNEL CITY (1993)
 GY1800
 GY1800                         *CURRENT SURVEY CONTROL
 GY1800  ___________________________________________________________________
 GY1800* NAD 83(1986)-  37 49 14.     (N)    083 15 21.     (W)     SCALED    
 GY1800* NAVD 88     -       256.047  (meters)     840.05   (feet)  ADJUSTED  
 GY1800  ___________________________________________________________________
 GY1800  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GY1800  DYNAMIC HT  -         255.857 (meters)     839.42  (feet)  COMP
 GY1800  MODELED GRAV-     979,882.6   (mgal)                       NAVD 88
 GY1800
 GY1800  VERT ORDER  -  FIRST     CLASS I
 GY1800
 GY1800.The horizontal coordinates were scaled from a topographic map and have
 GY1800.an estimated accuracy of +/- 6 seconds.
 GY1800
 GY1800.The orthometric height was determined by differential leveling
 GY1800.and adjusted by the National Geodetic Survey in June 1991..
 GY1800.WARNING-Repeat measurements at this control monument indicate possible
 GY1800.vertical movement.
 GY1800
 GY1800.The geoid height was determined by GEOID03.
 GY1800
 GY1800.The dynamic height is computed by dividing the NAVD 88
 GY1800.geopotential number by the normal gravity value computed on the
 GY1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1800.degrees latitude (g = 980.6199 gals.).
 GY1800
 GY1800.The modeled gravity was interpolated from observed gravity values.
 GY1800
 GY1800;                    North         East    Units  Estimated Accuracy
 GY1800;SPC KY1Z     - 1,167,990.    1,719,560.      MT  (+/- 180 meters Scaled)
 GY1800
 GY1800                          SUPERSEDED SURVEY CONTROL
 GY1800
 GY1800  NGVD 29 (??/??/92)  256.202  (m)          840.56   (f) ADJ UNCH    1 1
 GY1800
 GY1800.Superseded values are not recommended for survey control.
 GY1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1800.See file dsdata.txt to determine how the superseded data were derived.
 GY1800
 GY1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB014883(NAD 83)
 GY1800_MARKER: DB = BENCH MARK DISK
 GY1800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1800_SP_SET: BRIDGE
 GY1800_STAMPING: 840.648 L 11 1928
 GY1800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1800+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GY1800
 GY1800  HISTORY     - Date     Condition        Report By
 GY1800  HISTORY     - 1928     MONUMENTED       CGS
 GY1800  HISTORY     - 1967     GOOD             NGS
 GY1800  HISTORY     - 19990316 GOOD             KYDT
 GY1800
 GY1800                          STATION DESCRIPTION
 GY1800
 GY1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1800'2.6 MI NE FROM CANNEL CITY.
 GY1800'ABOUT 2.55 MILES NORTHEAST ALONG STATE HIGHWAY 191 FROM THE
 GY1800'SCHOOL AT CANNEL CITY, SET ON THE TOP OF THE SOUTH END OF THE
 GY1800'WEST CONCRETE GUARD RAIL BASE OF AN 80-FOOT CONCRETE BRIDGE OVER
 GY1800'CANEY CREEK, 10 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.6
 GY1800'FOOT NORTH OF THE NORTHWEST CORNER OF THE SOUTH GUARD RAIL POST
 GY1800'AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GY1800
 GY1800                          STATION RECOVERY (1999)
 GY1800
 GY1800'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0526 ***********************************************************************
 GD0526  DESIGNATION -  L 118
 GD0526  PID         -  GD0526
 GD0526  STATE/COUNTY-  KY/FULTON
 GD0526  USGS QUAD   -  HICKMAN (1983)
 GD0526
 GD0526                         *CURRENT SURVEY CONTROL
 GD0526  ___________________________________________________________________
 GD0526* NAD 83(1986)-  36 33 25.     (N)    089 13 05.     (W)     SCALED    
 GD0526* NAVD 88     -        91.675  (meters)     300.77   (feet)  ADJUSTED  
 GD0526  ___________________________________________________________________
 GD0526  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0526  DYNAMIC HT  -          91.602 (meters)     300.53  (feet)  COMP
 GD0526  MODELED GRAV-     979,842.6   (mgal)                       NAVD 88
 GD0526
 GD0526  VERT ORDER  -  FIRST     CLASS I
 GD0526
 GD0526.The horizontal coordinates were scaled from a topographic map and have
 GD0526.an estimated accuracy of +/- 6 seconds.
 GD0526
 GD0526.The orthometric height was determined by differential leveling
 GD0526.and adjusted by the National Geodetic Survey in June 1991..
 GD0526
 GD0526.The geoid height was determined by GEOID03.
 GD0526
 GD0526.The dynamic height is computed by dividing the NAVD 88
 GD0526.geopotential number by the normal gravity value computed on the
 GD0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0526.degrees latitude (g = 980.6199 gals.).
 GD0526
 GD0526.The modeled gravity was interpolated from observed gravity values.
 GD0526
 GD0526;                    North         East    Units  Estimated Accuracy
 GD0526;SPC KY1Z     - 1,030,590.    1,189,540.      MT  (+/- 180 meters Scaled)
 GD0526
 GD0526                          SUPERSEDED SURVEY CONTROL
 GD0526
 GD0526  NGVD 29 (??/??/??)   91.604  (m)          300.54   (f) ADJUSTED    1 1
 GD0526
 GD0526.Superseded values are not recommended for survey control.
 GD0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0526.See file dsdata.txt to determine how the superseded data were derived.
 GD0526
 GD0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF014480(NAD 83)
 GD0526_MARKER: DB = BENCH MARK DISK
 GD0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0526_SP_SET: CULVERT
 GD0526_STAMPING: L 118 1938
 GD0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0526+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2002
 GD0526
 GD0526  HISTORY     - Date     Condition        Report By
 GD0526  HISTORY     - 1938     MONUMENTED       CGS
 GD0526  HISTORY     - 1974     GOOD             NGS
 GD0526  HISTORY     - 20020810 GOOD             USACE
 GD0526
 GD0526                          STATION DESCRIPTION
 GD0526
 GD0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0526'1.9 MI SW FROM HICKMAN.
 GD0526'ABOUT 1.90 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE POST
 GD0526'OFFICE AT HICKMAN, ABOUT 0.05 MILE SOUTHWEST OF THE JUNCTION OF
 GD0526'STATE HIGHWAY 1099 (ALSO STATE HIGHWAY 94 BY-PASS), SET IN THE
 GD0526'TOP OF THE SOUTH-SOUTHEAST CONCRETE HEADWALL OF A 24-INCH
 GD0526'CULVERT UNDER HIGHWAY, 83.1 FEET WEST OF THE WEST CORNER OF A
 GD0526'RED BRICK HOUSE, 47.5 FEET NORTHWEST OF A BRANCH LINE POWER POLE,
 GD0526'15.8 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GD0526'3.8 FEET NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL AND 0.5
 GD0526'FOOT BELOW LEVEL OF THE HIGHWAY.
 GD0526
 GD0526                          STATION RECOVERY (2002)
 GD0526
 GD0526'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1068 ***********************************************************************
 JZ1068  DESIGNATION -  L 12
 JZ1068  PID         -  JZ1068
 JZ1068  STATE/COUNTY-  KY/BOONE
 JZ1068  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ1068
 JZ1068                         *CURRENT SURVEY CONTROL
 JZ1068  ___________________________________________________________________
 JZ1068* NAD 83(1986)-  39 04 48.     (N)    084 46 55.     (W)     SCALED    
 JZ1068* NAVD 88     -       235.930  (meters)     774.05   (feet)  ADJUSTED  
 JZ1068  ___________________________________________________________________
 JZ1068  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1068  DYNAMIC HT  -         235.785 (meters)     773.57  (feet)  COMP
 JZ1068  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 JZ1068
 JZ1068  VERT ORDER  -  SECOND    CLASS 0
 JZ1068
 JZ1068.The horizontal coordinates were scaled from a topographic map and have
 JZ1068.an estimated accuracy of +/- 6 seconds.
 JZ1068
 JZ1068.The orthometric height was determined by differential leveling
 JZ1068.and adjusted by the National Geodetic Survey in June 1991..
 JZ1068
 JZ1068.The geoid height was determined by GEOID03.
 JZ1068
 JZ1068.The dynamic height is computed by dividing the NAVD 88
 JZ1068.geopotential number by the normal gravity value computed on the
 JZ1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1068.degrees latitude (g = 980.6199 gals.).
 JZ1068
 JZ1068.The modeled gravity was interpolated from observed gravity values.
 JZ1068
 JZ1068;                    North         East    Units  Estimated Accuracy
 JZ1068;SPC KY1Z     - 1,305,290.    1,583,770.      MT  (+/- 180 meters Scaled)
 JZ1068
 JZ1068                          SUPERSEDED SURVEY CONTROL
 JZ1068
 JZ1068  NGVD 29 (??/??/92)  236.138  (m)          774.73   (f) ADJ UNCH    2 0
 JZ1068
 JZ1068.Superseded values are not recommended for survey control.
 JZ1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1068.See file dsdata.txt to determine how the superseded data were derived.
 JZ1068
 JZ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ918279(NAD 83)
 JZ1068_MARKER: B = BOLT
 JZ1068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1068_SP_SET: CHERRY TREE
 JZ1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1068
 JZ1068  HISTORY     - Date     Condition        Report By
 JZ1068  HISTORY     - UNK      MONUMENTED       KYHD
 JZ1068  HISTORY     - 1964     GOOD             PAS
 JZ1068
 JZ1068                          STATION DESCRIPTION
 JZ1068
 JZ1068'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1068'0.9 MI NE FROM IDLEWILD.
 JZ1068'4.6 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JZ1068'HEBRON, ABOUT 0.9 MILE NORTHEAST OF IDLEWILD, AT A ROAD JUNCTION
 JZ1068'NORTH TO BULLITTSBURG CHURCH, ABOUT 135 FEET NORTHEAST OF
 JZ1068'JUNCTION, 18 FEET NORTHWEST OF THE CENTER OF HIGHWAY, 1 1/2
 JZ1068'FEET NORTHWEST OF A STONE WALL AND ABOUT 4 FEET HIGHER THAN
 JZ1068'HIGHWAY.  A MACHINE BOLT DRIVEN IN THE SOUTH SIDE (1 FOOT ABOVE
 JZ1068'GROUND) OF A 14-INCH WILD CHERRY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0723 ***********************************************************************
 GZ0723  DESIGNATION -  L 12
 GZ0723  PID         -  GZ0723
 GZ0723  STATE/COUNTY-  KY/PULASKI
 GZ0723  USGS QUAD   -  MINTONVILLE (1976)
 GZ0723
 GZ0723                         *CURRENT SURVEY CONTROL
 GZ0723  ___________________________________________________________________
 GZ0723* NAD 83(1986)-  37 07 39.     (N)    084 50 13.     (W)     SCALED    
 GZ0723* NAVD 88     -       346.705  (meters)    1137.48   (feet)  ADJUSTED  
 GZ0723  ___________________________________________________________________
 GZ0723  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GZ0723  DYNAMIC HT  -         346.420 (meters)    1136.55  (feet)  COMP
 GZ0723  MODELED GRAV-     979,796.9   (mgal)                       NAVD 88
 GZ0723
 GZ0723  VERT ORDER  -  FIRST     CLASS I
 GZ0723
 GZ0723.The horizontal coordinates were scaled from a topographic map and have
 GZ0723.an estimated accuracy of +/- 6 seconds.
 GZ0723
 GZ0723.The orthometric height was determined by differential leveling
 GZ0723.and adjusted by the National Geodetic Survey in June 1991..
 GZ0723
 GZ0723.The geoid height was determined by GEOID03.
 GZ0723
 GZ0723.The dynamic height is computed by dividing the NAVD 88
 GZ0723.geopotential number by the normal gravity value computed on the
 GZ0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0723.degrees latitude (g = 980.6199 gals.).
 GZ0723
 GZ0723.The modeled gravity was interpolated from observed gravity values.
 GZ0723
 GZ0723;                    North         East    Units  Estimated Accuracy
 GZ0723;SPC KY1Z     - 1,088,540.    1,581,140.      MT  (+/- 180 meters Scaled)
 GZ0723
 GZ0723                          SUPERSEDED SURVEY CONTROL
 GZ0723
 GZ0723  NGVD 29 (??/??/92)  346.831  (m)         1137.89   (f) ADJ UNCH    1 1
 GZ0723
 GZ0723.Superseded values are not recommended for survey control.
 GZ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0723.See file dsdata.txt to determine how the superseded data were derived.
 GZ0723
 GZ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG921112(NAD 83)
 GZ0723_MARKER: DB = BENCH MARK DISK
 GZ0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0723_STAMPING: L 12 1928 1137.891
 GZ0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0723+STABILITY: SURFACE MOTION
 GZ0723
 GZ0723  HISTORY     - Date     Condition        Report By
 GZ0723  HISTORY     - 1928     MONUMENTED       CGS
 GZ0723  HISTORY     - 1968     GOOD             NGS
 GZ0723  HISTORY     - 20050503 MARK NOT FOUND   KYDT
 GZ0723
 GZ0723                          STATION DESCRIPTION
 GZ0723
 GZ0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ0723'1 MI SE FROM CAINS STORE.
 GZ0723'ABOUT 0.75 MILE SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE POST
 GZ0723'OFFICE AT CAINS STORE, THENCE 0.2 MILE NORTHEAST ALONG A GRAVELED
 GZ0723'ROAD, 153 FEET SOUTHEAST OF THE CENTER OF A JUNCTION OF THE ROAD
 GZ0723'AND A GRAVELED ROAD, 20 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GZ0723'NORTHWEST-SOUTHEAST GRAVELED ROAD, 32 FEET SOUTH AND ACROSS THE
 GZ0723'NORTHWEST-SOUTHEAST ROAD FROM THE SOUTH CORNER OF A FRAME HOUSE,
 GZ0723'69 FEET WEST AND ACROSS THE NORTHEAST-SOUTHWEST ROAD FROM A
 GZ0723'POWER POLE WHICH BEARS A TRANSFORMER, 110 YARDS NORTHWEST OF A
 GZ0723'TWO-STORY FRAME HOUSE, 1.3 FEET SOUTHWEST OF A METAL WITNESS
 GZ0723'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROADS, AND SET IN THE
 GZ0723'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 GZ0723
 GZ0723                          STATION RECOVERY (2005)
 GZ0723
 GZ0723'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0723'ACCORDING TO LOCAL RESIDENT THIS MARK WAS DESTROYED WHEN THIS BANK WAS
 GZ0723'GRADED DOWN TO ABOUT 0.5 FOOT BELOW ROAD SEVERAL YEARS AGO, CONSIDER
 GZ0723'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0338 ***********************************************************************
 HA0338  DESIGNATION -  L 120
 HA0338  PID         -  HA0338
 HA0338  STATE/COUNTY-  KY/WARREN
 HA0338  USGS QUAD   -  HADLEY (1973)
 HA0338
 HA0338                         *CURRENT SURVEY CONTROL
 HA0338  ___________________________________________________________________
 HA0338* NAD 83(1986)-  37 01 18.     (N)    086 33 24.     (W)     SCALED    
 HA0338* NAVD 88     -       141.032  (meters)     462.70   (feet)  ADJUSTED  
 HA0338  ___________________________________________________________________
 HA0338  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 HA0338  DYNAMIC HT  -         140.923 (meters)     462.34  (feet)  COMP
 HA0338  MODELED GRAV-     979,855.8   (mgal)                       NAVD 88
 HA0338
 HA0338  VERT ORDER  -  SECOND    CLASS 0
 HA0338
 HA0338.The horizontal coordinates were scaled from a topographic map and have
 HA0338.an estimated accuracy of +/- 6 seconds.
 HA0338
 HA0338.The orthometric height was determined by differential leveling
 HA0338.and adjusted by the National Geodetic Survey in June 1991..
 HA0338
 HA0338.The geoid height was determined by GEOID03.
 HA0338
 HA0338.The dynamic height is computed by dividing the NAVD 88
 HA0338.geopotential number by the normal gravity value computed on the
 HA0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0338.degrees latitude (g = 980.6199 gals.).
 HA0338
 HA0338.The modeled gravity was interpolated from observed gravity values.
 HA0338
 HA0338;                    North         East    Units  Estimated Accuracy
 HA0338;SPC KY1Z     - 1,076,710.    1,428,220.      MT  (+/- 180 meters Scaled)
 HA0338
 HA0338                          SUPERSEDED SURVEY CONTROL
 HA0338
 HA0338  NGVD 29 (??/??/92)  141.161  (m)          463.13   (f) ADJ UNCH    2 0
 HA0338
 HA0338.Superseded values are not recommended for survey control.
 HA0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0338.See file dsdata.txt to determine how the superseded data were derived.
 HA0338
 HA0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF394973(NAD 83)
 HA0338_MARKER: DB = BENCH MARK DISK
 HA0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0338_SP_SET: BRIDGE
 HA0338_STAMPING: L 120 1940
 HA0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0338
 HA0338  HISTORY     - Date     Condition        Report By
 HA0338  HISTORY     - 1940     MONUMENTED       CGS
 HA0338
 HA0338                          STATION DESCRIPTION
 HA0338
 HA0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HA0338'5.1 MI SE FROM HADLEY.
 HA0338'5.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 231 FROM THE POST OFFICE
 HA0338'AT HADLEY, WARREN COUNTY, AT A BRIDGE, IN THE TOP OF THE NORTH
 HA0338'END OF THE EAST CONCRETE ABUTMENT, 11.6 FEET NORTH OF THE
 HA0338'CENTERLINE OF THE HIGHWAY, AND 3.3 FEET WEST OF A WHITE WOODEN
 HA0338'WITNESS POST.  A STANDARD DISK, STAMPED L 120 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1185 ***********************************************************************
 GC1185  DESIGNATION -  L 121 RESET 1974
 GC1185  PID         -  GC1185
 GC1185  STATE/COUNTY-  KY/LOGAN
 GC1185  USGS QUAD   -  OLMSTEAD (1985)
 GC1185
 GC1185                         *CURRENT SURVEY CONTROL
 GC1185  ___________________________________________________________________
 GC1185* NAD 83(1986)-  36 48 16.     (N)    087 03 25.     (W)     SCALED    
 GC1185* NAVD 88     -       189.84   (+/-2cm)     622.8    (feet)  VERTCON   
 GC1185  ___________________________________________________________________
 GC1185  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 GC1185
 GC1185  VERT ORDER  -  THIRD (See Below)
 GC1185
 GC1185.The horizontal coordinates were scaled from a topographic map and have
 GC1185.an estimated accuracy of +/- 6 seconds.
 GC1185
 GC1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC1185.The vertical order pertains to the NGVD 29 superseded value.
 GC1185
 GC1185.The geoid height was determined by GEOID03.
 GC1185
 GC1185;                    North         East    Units  Estimated Accuracy
 GC1185;SPC KY1Z     - 1,053,100.    1,383,360.      MT  (+/- 180 meters Scaled)
 GC1185
 GC1185                          SUPERSEDED SURVEY CONTROL
 GC1185
 GC1185  NGVD 29 (??/??/??)  189.90   (m)          623.0    (f) RESET       3  
 GC1185
 GC1185.Superseded values are not recommended for survey control.
 GC1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1185.See file dsdata.txt to determine how the superseded data were derived.
 GC1185
 GC1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF949731(NAD 83)
 GC1185_MARKER: DB = BENCH MARK DISK
 GC1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1185_STAMPING: L 121 RESET 1974
 GC1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1185+STABILITY: SURFACE MOTION
 GC1185
 GC1185  HISTORY     - Date     Condition        Report By
 GC1185  HISTORY     - 1974     MONUMENTED       NGS
 GC1185
 GC1185                          STATION DESCRIPTION
 GC1185
 GC1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GC1185'5.5 MI E FROM ELKTON.
 GC1185'5.5 MILES EAST ALONG U.S. HIGHWAY 68 FROM THE TODD COUNTY
 GC1185'COURTHOUSE AT ELKTON, 30 FEET SOUTH OF THE CENTERLINE OF THE
 GC1185'HIGHWAY, 1 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT NORTH OF A
 GC1185'FENCE, 3 FEET NORTH OF A POWER POLE, 106 FEET WEST OF THE
 GC1185'CENTERLINE OF A CULVERT UNDER THE HIGHWAY AND SET IN THE TOP OF A
 GC1185'ROUND CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1448 ***********************************************************************
 HZ1448  DESIGNATION -  L 122 RESET 1967
 HZ1448  PID         -  HZ1448
 HZ1448  STATE/COUNTY-  KY/JEFFERSON
 HZ1448  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1448
 HZ1448                         *CURRENT SURVEY CONTROL
 HZ1448  ___________________________________________________________________
 HZ1448* NAD 83(1986)-  38 15 02.     (N)    085 37 42.     (W)     SCALED    
 HZ1448* NAVD 88     -       159.31   (meters)     522.7    (feet)  RESET     
 HZ1448  ___________________________________________________________________
 HZ1448  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1448
 HZ1448  VERT ORDER  -  THIRD
 HZ1448
 HZ1448.The horizontal coordinates were scaled from a topographic map and have
 HZ1448.an estimated accuracy of +/- 6 seconds.
 HZ1448
 HZ1448.The orthometric height was computed from unverified reset data.
 HZ1448.No vertical observational check was made to the station.
 HZ1448
 HZ1448.The geoid height was determined by GEOID03.
 HZ1448
 HZ1448;                    North         East    Units  Estimated Accuracy
 HZ1448;SPC KY1Z     - 1,212,790.    1,510,650.      MT  (+/- 180 meters Scaled)
 HZ1448
 HZ1448                          SUPERSEDED SURVEY CONTROL
 HZ1448
 HZ1448  NGVD 29 (??/??/??)  159.46   (m)          523.2    (f) RESET       3  
 HZ1448
 HZ1448.Superseded values are not recommended for survey control.
 HZ1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1448.See file dsdata.txt to determine how the superseded data were derived.
 HZ1448
 HZ1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH200345(NAD 83)
 HZ1448_MARKER: DB = BENCH MARK DISK
 HZ1448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1448_SP_SET: LAMPPOST CONCRETE BASE
 HZ1448_STAMPING: L 122 RESET 1967
 HZ1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1448
 HZ1448  HISTORY     - Date     Condition        Report By
 HZ1448  HISTORY     - 1967     MONUMENTED       CGS
 HZ1448  HISTORY     - 1981     GOOD             KYDT
 HZ1448
 HZ1448                          STATION DESCRIPTION
 HZ1448
 HZ1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HZ1448'1.5 MI E FROM ST MATTHEWS.
 HZ1448'THIS MARK IS LOCATED ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 60
 HZ1448'AND 460 FROM THE NEW LINCOLN FIRST NATIONAL BANK IN ST. MATTHEWS.
 HZ1448'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST
 HZ1448'CORNER OF THE 6-FOOT SQUARE CONCRETE BASE OF A LARGE METAL
 HZ1448'LAMPPOST NEAR THE NORTHEAST CORNER OF A LARGE PARKING LOT AT THE
 HZ1448'SHELBY PLAZA SHOPPING CENTER.  IT IS 122 FEET EAST OF THE NORTHEAST
 HZ1448'CORNER OF THE JEFFERSON FEDERAL SAVINGS AND LOAN ASSOCIATION
 HZ1448'BUILDING, 96.9 FEET NORTH OF THE MOST NORTHERLY OF SIX LARGE
 HZ1448'I-BEAMS USED AS THE LEGS FOR A LARGE SIGN, 62.7 FEET WEST OF
 HZ1448'POWERLINE POLE NO. M8-445, 57.5 FEET NORTHWEST OF THE NORTHWEST
 HZ1448'CORNER OF THE STEPS AT THE WEST END OF A FOOT BRIDGE OVER SINKING
 HZ1448'FORK CREEK, 1.0 FOOT SOUTH OF THE NORTH EDGE OF THE CONCRETE 1
 HZ1448'FOOT ABOVE THE LEVEL OF THE PARKING LOT SURFACE.
 HZ1448
 HZ1448                          STATION RECOVERY (1981)
 HZ1448
 HZ1448'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0490 ***********************************************************************
 GD0490  DESIGNATION -  L 124
 GD0490  PID         -  GD0490
 GD0490  STATE/COUNTY-  KY/HICKMAN
 GD0490  USGS QUAD   -  OAKTON (1982)
 GD0490
 GD0490                         *CURRENT SURVEY CONTROL
 GD0490  ___________________________________________________________________
 GD0490* NAD 83(1986)-  36 44 01.     (N)    089 06 38.     (W)     SCALED    
 GD0490* NAVD 88     -       139.700  (meters)     458.33   (feet)  ADJUSTED  
 GD0490  ___________________________________________________________________
 GD0490  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GD0490  DYNAMIC HT  -         139.593 (meters)     457.98  (feet)  COMP
 GD0490  MODELED GRAV-     979,863.0   (mgal)                       NAVD 88
 GD0490
 GD0490  VERT ORDER  -  FIRST     CLASS II
 GD0490
 GD0490.The horizontal coordinates were scaled from a topographic map and have
 GD0490.an estimated accuracy of +/- 6 seconds.
 GD0490
 GD0490.The orthometric height was determined by differential leveling
 GD0490.and adjusted by the National Geodetic Survey in June 1991..
 GD0490
 GD0490.The geoid height was determined by GEOID03.
 GD0490
 GD0490.The dynamic height is computed by dividing the NAVD 88
 GD0490.geopotential number by the normal gravity value computed on the
 GD0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0490.degrees latitude (g = 980.6199 gals.).
 GD0490
 GD0490.The modeled gravity was interpolated from observed gravity values.
 GD0490
 GD0490;                    North         East    Units  Estimated Accuracy
 GD0490;SPC KY1Z     - 1,049,830.    1,199,870.      MT  (+/- 180 meters Scaled)
 GD0490
 GD0490                          SUPERSEDED SURVEY CONTROL
 GD0490
 GD0490  NGVD 29 (??/??/??)  139.602  (m)          458.01   (f) ADJUSTED    1 2
 GD0490
 GD0490.Superseded values are not recommended for survey control.
 GD0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0490.See file dsdata.txt to determine how the superseded data were derived.
 GD0490
 GD0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF115673(NAD 83)
 GD0490_MARKER: DB = BENCH MARK DISK
 GD0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0490_STAMPING: L 124 1943
 GD0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0490+STABILITY: SURFACE MOTION
 GD0490
 GD0490  HISTORY     - Date     Condition        Report By
 GD0490  HISTORY     - 1943     MONUMENTED       CGS
 GD0490  HISTORY     - 1957     GOOD             CGS
 GD0490  HISTORY     - 20020814 MARK NOT FOUND   USACE
 GD0490
 GD0490                          STATION DESCRIPTION
 GD0490
 GD0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0490'2.2 MI SW FROM COLUMBUS.
 GD0490'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 123 FROM THE SCHOOL
 GD0490'AT COLUMBUS, THENCE ABOUT 1.1 MILES WEST AND SOUTHWEST ALONG
 GD0490'CHALK BLUFF ROAD, BETWEEN TWO SHARP CURVES IN ROAD, AT THE TOP
 GD0490'OF A BANK, 20 FEET NORTH OF CENTERLINE OF ROAD, 24 FEET WEST OF
 GD0490'A TRIANGULAR BLAZED 12-INCH ELM TREE, 4 FEET NORTH OF A 20-INCH
 GD0490'WALNUT TREE, ABOUT 4 FEET ABOVE LEVEL OF ROAD AND SET IN THE
 GD0490'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GD0490
 GD0490                          STATION RECOVERY (2002)
 GD0490
 GD0490'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0490'AREA HAS BEEN CLEARED AND GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0290 ***********************************************************************
 HA0290  DESIGNATION -  L 126
 HA0290  PID         -  HA0290
 HA0290  STATE/COUNTY-  KY/LOGAN
 HA0290  USGS QUAD   -  DUNMOR (1953)
 HA0290
 HA0290                         *CURRENT SURVEY CONTROL
 HA0290  ___________________________________________________________________
 HA0290* NAD 83(1986)-  37 02 54.     (N)    086 59 18.     (W)     SCALED    
 HA0290* NAVD 88     -       148.020  (meters)     485.63   (feet)  ADJUSTED  
 HA0290  ___________________________________________________________________
 HA0290  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HA0290  DYNAMIC HT  -         147.908 (meters)     485.26  (feet)  COMP
 HA0290  MODELED GRAV-     979,870.5   (mgal)                       NAVD 88
 HA0290
 HA0290  VERT ORDER  -  SECOND    CLASS 0
 HA0290
 HA0290.The horizontal coordinates were scaled from a topographic map and have
 HA0290.an estimated accuracy of +/- 6 seconds.
 HA0290
 HA0290.The orthometric height was determined by differential leveling
 HA0290.and adjusted by the National Geodetic Survey in June 1991..
 HA0290
 HA0290.The geoid height was determined by GEOID03.
 HA0290
 HA0290.The dynamic height is computed by dividing the NAVD 88
 HA0290.geopotential number by the normal gravity value computed on the
 HA0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0290.degrees latitude (g = 980.6199 gals.).
 HA0290
 HA0290.The modeled gravity was interpolated from observed gravity values.
 HA0290
 HA0290;                    North         East    Units  Estimated Accuracy
 HA0290;SPC KY1Z     - 1,080,090.    1,389,850.      MT  (+/- 180 meters Scaled)
 HA0290
 HA0290                          SUPERSEDED SURVEY CONTROL
 HA0290
 HA0290  NGVD 29 (??/??/92)  148.142  (m)          486.03   (f) ADJ UNCH    2 0
 HA0290
 HA0290.Superseded values are not recommended for survey control.
 HA0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0290.See file dsdata.txt to determine how the superseded data were derived.
 HA0290
 HA0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG010002(NAD 83)
 HA0290_MARKER: DB = BENCH MARK DISK
 HA0290_SETTING: 80 = SET IN A BOULDER
 HA0290_SP_SET: BOULDER
 HA0290_STAMPING: L 126 1943
 HA0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0290+STABILITY: SURFACE MOTION
 HA0290
 HA0290  HISTORY     - Date     Condition        Report By
 HA0290  HISTORY     - 1943     MONUMENTED       CGS
 HA0290
 HA0290                          STATION DESCRIPTION
 HA0290
 HA0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HA0290'1.2 MI NW FROM DIAMOND SPRINGS.
 HA0290'1.2 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0290'FROM THE RAILROAD SIDING AT DIAMOND SPRINGS, LOGAN COUNTY, 0.4 MILE
 HA0290'SOUTH OF MILEPOST 160, AT A CURVE, 15.8 FEET WEST OF THE CENTERLINE
 HA0290'OF THE TRACK, IN THE SOUTHEAST FACE OF A 14- BY 23- BY 45-FOOT
 HA0290'SANDSTONE BOULDER, 17.3 FEET NORTH OF A TELEPHONE POLE, 2.6 FEET
 HA0290'ABOVE THE GROUND, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD
 HA0290'DISK, STAMPED L 126 1943 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0201 ***********************************************************************
 HA0201  DESIGNATION -  L 127
 HA0201  PID         -  HA0201
 HA0201  STATE/COUNTY-  KY/EDMONSON
 HA0201  USGS QUAD   -  BROWNSVILLE (1965)
 HA0201
 HA0201                         *CURRENT SURVEY CONTROL
 HA0201  ___________________________________________________________________
 HA0201* NAD 83(1986)-  37 13 19.     (N)    086 17 43.     (W)     SCALED    
 HA0201* NAVD 88     -       189.097  (meters)     620.40   (feet)  ADJUSTED  
 HA0201  ___________________________________________________________________
 HA0201  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HA0201  DYNAMIC HT  -         188.953 (meters)     619.92  (feet)  COMP
 HA0201  MODELED GRAV-     979,864.1   (mgal)                       NAVD 88
 HA0201
 HA0201  VERT ORDER  -  SECOND    CLASS 0
 HA0201
 HA0201.The horizontal coordinates were scaled from a topographic map and have
 HA0201.an estimated accuracy of +/- 6 seconds.
 HA0201
 HA0201.The orthometric height was determined by differential leveling
 HA0201.and adjusted by the National Geodetic Survey in June 1991..
 HA0201
 HA0201.The geoid height was determined by GEOID03.
 HA0201
 HA0201.The dynamic height is computed by dividing the NAVD 88
 HA0201.geopotential number by the normal gravity value computed on the
 HA0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0201.degrees latitude (g = 980.6199 gals.).
 HA0201
 HA0201.The modeled gravity was interpolated from observed gravity values.
 HA0201
 HA0201;                    North         East    Units  Estimated Accuracy
 HA0201;SPC KY1Z     - 1,098,760.    1,451,610.      MT  (+/- 180 meters Scaled)
 HA0201
 HA0201                          SUPERSEDED SURVEY CONTROL
 HA0201
 HA0201  NGVD 29 (??/??/92)  189.214  (m)          620.78   (f) ADJ UNCH    2 0
 HA0201
 HA0201.Superseded values are not recommended for survey control.
 HA0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0201.See file dsdata.txt to determine how the superseded data were derived.
 HA0201
 HA0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG625197(NAD 83)
 HA0201_MARKER: DB = BENCH MARK DISK
 HA0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0201_SP_SET: CULVERT
 HA0201_STAMPING: L 127 1943
 HA0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0201
 HA0201  HISTORY     - Date     Condition        Report By
 HA0201  HISTORY     - 1943     MONUMENTED       CGS
 HA0201
 HA0201                          STATION DESCRIPTION
 HA0201
 HA0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HA0201'0.9 MI S FROM LINDSEYVILLE.
 HA0201'0.9 MILE SOUTH ALONG STATE HIGHWAY 65 FROM THE BAPTIST CHURCH
 HA0201'AT LINDSEYVILLE, EDMONSON COUNTY, 2.8 MILES NORTH OF THE COUNTY
 HA0201'COURTHOUSE AT BROWNSVILLE, AT THE FOOT OF THE SOUTH SLOPE OF A
 HA0201'LONG HILL, 31 YARDS NORTHWEST OF THE CENTERLINE OF A PRIVATE
 HA0201'DRIVEWAY LEADING SOUTHWEST TO A FARMHOUSE, AT A 3- BY 3- FOOT
 HA0201'CONCRETE-BOX CULVERT, IN THE TOP OF THE SOUTHEAST END OF THE
 HA0201'SOUTHWEST HEADWALL, 23.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HA0201'HIGHWAY, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 HA0201'DISK, STAMPED L 127 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0109 ***********************************************************************
 GD0109  DESIGNATION -  L 128
 GD0109  PID         -  GD0109
 GD0109  STATE/COUNTY-  KY/CALLOWAY
 GD0109  USGS QUAD   -  HICO (1981)
 GD0109
 GD0109                         *CURRENT SURVEY CONTROL
 GD0109  ___________________________________________________________________
 GD0109* NAD 83(1986)-  36 38 08.     (N)    088 12 30.     (W)     SCALED    
 GD0109* NAVD 88     -       151.575  (meters)     497.29   (feet)  ADJUSTED  
 GD0109  ___________________________________________________________________
 GD0109  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GD0109  DYNAMIC HT  -         151.453 (meters)     496.89  (feet)  COMP
 GD0109  MODELED GRAV-     979,822.9   (mgal)                       NAVD 88
 GD0109
 GD0109  VERT ORDER  -  FIRST     CLASS II
 GD0109
 GD0109.The horizontal coordinates were scaled from a topographic map and have
 GD0109.an estimated accuracy of +/- 6 seconds.
 GD0109
 GD0109.The orthometric height was determined by differential leveling
 GD0109.and adjusted by the National Geodetic Survey in June 1991..
 GD0109
 GD0109.The geoid height was determined by GEOID03.
 GD0109
 GD0109.The dynamic height is computed by dividing the NAVD 88
 GD0109.geopotential number by the normal gravity value computed on the
 GD0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0109.degrees latitude (g = 980.6199 gals.).
 GD0109
 GD0109.The modeled gravity was interpolated from observed gravity values.
 GD0109
 GD0109;                    North         East    Units  Estimated Accuracy
 GD0109;SPC KY1Z     - 1,036,440.    1,280,140.      MT  (+/- 180 meters Scaled)
 GD0109
 GD0109                          SUPERSEDED SURVEY CONTROL
 GD0109
 GD0109  NGVD 29 (??/??/??)  151.625  (m)          497.46   (f) ADJUSTED    1 2
 GD0109
 GD0109.Superseded values are not recommended for survey control.
 GD0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0109.See file dsdata.txt to determine how the superseded data were derived.
 GD0109
 GD0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF919551(NAD 83)
 GD0109_MARKER: DB = BENCH MARK DISK
 GD0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0109_STAMPING: L 128 1946
 GD0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0109+STABILITY: SURFACE MOTION
 GD0109
 GD0109  HISTORY     - Date     Condition        Report By
 GD0109  HISTORY     - 1946     MONUMENTED       CGS
 GD0109  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0109
 GD0109                          STATION DESCRIPTION
 GD0109
 GD0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0109'1.4 MI NW FROM POTTERTOWN.
 GD0109'ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 280 FROM THE SCHOOL
 GD0109'AT POTTERTOWN, THENCE ABOUT 1.1 MILES NORTHWEST ALONG A GRAVEL
 GD0109'ROAD LEADING TO STATE HIGHWAY 94, AT A TURN WITH TANGENTS
 GD0109'EXTENDING EAST AND NORTHWEST, AT THE JUNCTION OF A DRIVEWAY
 GD0109'LEADING SOUTHWEST UP A HILL TO A FARMHOUSE, ON THE NORTHWEST BANK
 GD0109'OF A CREEK, 236 FEET NORTH ACROSS THE DRIVEWAY, ROAD AND CREEK
 GD0109'FROM THE NORTHEAST CORNER OF THE FARMHOUSE, 35 FEET NORTH OF THE
 GD0109'NORTH CORNER OF A 15-FOOT WOODEN BRIDGE, 19 FEET NORTHEAST
 GD0109'OF THE CENTER LINE OF THE ROAD, 14 FEET WEST OF A 10-INCH BLAZED
 GD0109'OAK TREE, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND IN THE TOP OF
 GD0109'A CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- THIS BENCH MARK
 GD0109'MAY BE REACHED FROM THE COUNTY COURTHOUSE AT MURRAY BY GOING
 GD0109'ABOUT 5.4 MILES NORTHEAST ALONG STATE HIGHWAY 94 AND THENCE ABOUT
 GD0109'1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD LEADING TO POTTERTOWN.
 GD0109'BELIEVED DESTROYED DUE TO ROAD CONSTRUCTION.  ROAD WIDENED.
 GD0109
 GD0109                          STATION RECOVERY (1971)
 GD0109
 GD0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0368 ***********************************************************************
 HB0368  DESIGNATION -  L 129
 HB0368  PID         -  HB0368
 HB0368  STATE/COUNTY-  KY/MCCRACKEN
 HB0368  USGS QUAD   -  PADUCAH WEST (1982)
 HB0368
 HB0368                         *CURRENT SURVEY CONTROL
 HB0368  ___________________________________________________________________
 HB0368* NAD 83(1986)-  37 05 38.     (N)    088 40 26.     (W)     SCALED    
 HB0368* NAVD 88     -       113.656  (meters)     372.89   (feet)  ADJUSTED  
 HB0368  ___________________________________________________________________
 HB0368  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HB0368  DYNAMIC HT  -         113.573 (meters)     372.61  (feet)  COMP
 HB0368  MODELED GRAV-     979,898.2   (mgal)                       NAVD 88
 HB0368
 HB0368  VERT ORDER  -  FIRST     CLASS I
 HB0368
 HB0368.The horizontal coordinates were scaled from a topographic map and have
 HB0368.an estimated accuracy of +/- 6 seconds.
 HB0368
 HB0368.The orthometric height was determined by differential leveling
 HB0368.and adjusted by the National Geodetic Survey in June 1991..
 HB0368.WARNING-Repeat measurements at this control monument indicate possible
 HB0368.vertical movement.
 HB0368
 HB0368.The geoid height was determined by GEOID03.
 HB0368
 HB0368.The dynamic height is computed by dividing the NAVD 88
 HB0368.geopotential number by the normal gravity value computed on the
 HB0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0368.degrees latitude (g = 980.6199 gals.).
 HB0368
 HB0368.The modeled gravity was interpolated from observed gravity values.
 HB0368
 HB0368;                    North         East    Units  Estimated Accuracy
 HB0368;SPC KY1Z     - 1,088,480.    1,240,100.      MT  (+/- 180 meters Scaled)
 HB0368
 HB0368                          SUPERSEDED SURVEY CONTROL
 HB0368
 HB0368  NGVD 29 (??/??/??)  113.648  (m)          372.86   (f) ADJUSTED    1 1
 HB0368
 HB0368.Superseded values are not recommended for survey control.
 HB0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0368.See file dsdata.txt to determine how the superseded data were derived.
 HB0368
 HB0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG512065(NAD 83)
 HB0368_MARKER: DB = BENCH MARK DISK
 HB0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0368_SP_SET: FOUNDATION
 HB0368_STAMPING: L 129 1946
 HB0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0368
 HB0368  HISTORY     - Date     Condition        Report By
 HB0368  HISTORY     - 1946     MONUMENTED       CGS
 HB0368  HISTORY     - 1968     GOOD             CGS
 HB0368  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 HB0368  HISTORY     - 20050601 MARK NOT FOUND   KYDT
 HB0368
 HB0368                          STATION DESCRIPTION
 HB0368
 HB0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0368'4.2 MI NE FROM WEST PADUCAH.
 HB0368'ABOUT 3.6 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0368'THE POST OFFICE AT WEST PADUCAH, THENCE 0.6 MILE NORTH ALONG
 HB0368'COLEMAN ROAD, OR ABOUT 0.1 MILE NORTHWEST ALONG NORTH 5TH STREET
 HB0368'FROM THE POST OFFICE AT PADUCAH, THENCE 0.2 MILE SOUTHWEST ALONG
 HB0368'JEFFERSON STREET, THENCE 1.8 MILES NORTHWEST ALONG 8TH STREET
 HB0368'WHICH IS THE BUSINESS ROUTE FOR U.S. HIGHWAY 45, THENCE 0.4 MILE
 HB0368'SOUTHWEST ALONG JULIA STREET WHICH IS U.S. HIGHWAY 45, THENCE 2.4
 HB0368'MILES WEST ALONG CAIRO ROAD WHICH IS STATE HIGHWAY 305, THENCE
 HB0368'0.4 MILE SOUTH ALONG COLEMAN ROAD, AT HOWELL FIELD WHICH IS NOW
 HB0368'ABANDONED, AT THE SOUTHWEST CORNER OF A METAL BUILDING, 100 FEET
 HB0368'WEST OF THE CENTERLINE OF THE ROAD, SET IN THE TOP AND 1.8 FEET
 HB0368'EAST OF THE WEST END OF THE CONCRETE FOUNDATION FOR THE SLIDING
 HB0368'DOORS OF THE BUILDING, AND ABOUT LEVEL WITH THE SURFACE OF THE
 HB0368'GROUND.
 HB0368
 HB0368                          STATION RECOVERY (2003)
 HB0368
 HB0368'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0368'NEW CONSTRUCTION IN AREA  SUSPECT MARK LOST
 HB0368
 HB0368                          STATION RECOVERY (2005)
 HB0368
 HB0368'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0368'THERE IS AN OPEN GRASSY FIELD AT THIS LOCATION NOW, NO SIGN OF OLD
 HB0368'CONCRETE FOUNDATION, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1072 ***********************************************************************
 JZ1072  DESIGNATION -  L 13
 JZ1072  PID         -  JZ1072
 JZ1072  STATE/COUNTY-  KY/BOONE
 JZ1072  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ1072
 JZ1072                         *CURRENT SURVEY CONTROL
 JZ1072  ___________________________________________________________________
 JZ1072* NAD 83(1986)-  39 04 38.     (N)    084 47 42.     (W)     SCALED    
 JZ1072* NAVD 88     -       200.140  (meters)     656.63   (feet)  ADJUSTED  
 JZ1072  ___________________________________________________________________
 JZ1072  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1072  DYNAMIC HT  -         200.016 (meters)     656.22  (feet)  COMP
 JZ1072  MODELED GRAV-     980,005.5   (mgal)                       NAVD 88
 JZ1072
 JZ1072  VERT ORDER  -  SECOND    CLASS 0
 JZ1072
 JZ1072.The horizontal coordinates were scaled from a topographic map and have
 JZ1072.an estimated accuracy of +/- 6 seconds.
 JZ1072
 JZ1072.The orthometric height was determined by differential leveling
 JZ1072.and adjusted by the National Geodetic Survey in June 1991..
 JZ1072
 JZ1072.The geoid height was determined by GEOID03.
 JZ1072
 JZ1072.The dynamic height is computed by dividing the NAVD 88
 JZ1072.geopotential number by the normal gravity value computed on the
 JZ1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1072.degrees latitude (g = 980.6199 gals.).
 JZ1072
 JZ1072.The modeled gravity was interpolated from observed gravity values.
 JZ1072
 JZ1072;                    North         East    Units  Estimated Accuracy
 JZ1072;SPC KY1Z     - 1,304,970.    1,582,650.      MT  (+/- 180 meters Scaled)
 JZ1072
 JZ1072                          SUPERSEDED SURVEY CONTROL
 JZ1072
 JZ1072  NGVD 29 (??/??/92)  200.348  (m)          657.31   (f) ADJ UNCH    2 0
 JZ1072
 JZ1072.Superseded values are not recommended for survey control.
 JZ1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1072.See file dsdata.txt to determine how the superseded data were derived.
 JZ1072
 JZ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ907276(NAD 83)
 JZ1072_MARKER: Q = CHISELED SQUARE
 JZ1072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1072_SP_SET: CULVERT
 JZ1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1072
 JZ1072  HISTORY     - Date     Condition        Report By
 JZ1072  HISTORY     - UNK      MONUMENTED       KYHD
 JZ1072  HISTORY     - 1964     GOOD             PAS
 JZ1072
 JZ1072                          STATION DESCRIPTION
 JZ1072
 JZ1072'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1072'AT IDLEWILD.
 JZ1072'5.5 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JZ1072'HEBRON, AT IDLEWILD COMMUNITY, ABOUT 118 FEET SOUTHEAST AND
 JZ1072'ACROSS HIGHWAY FROM THE SOUTHEAST CORNER OF SCOTHORN MOTOR CO.
 JZ1072'GARAGE, 71 FEET SOUTH OF THE JUNCTION OF HIGHWAY 20 AND
 JZ1072'BURLINGTON ROAD, 45 FEET SOUTHEAST OF POWER POLE A153 AND 9
 JZ1072'FEET EAST OF THE CENTER OF GRAVEL DRIVE.  A 2 INCH CHISELED
 JZ1072'SQUARE ON THE NORTHEAST END OF THE NORTHEAST WINGWALL OF CONCRETE
 JZ1072'BOX CULVERT OVER STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0389 ***********************************************************************
 HB0389  DESIGNATION -  L 130
 HB0389  PID         -  HB0389
 HB0389  STATE/COUNTY-  KY/MCCRACKEN
 HB0389  USGS QUAD   -  HEATH (1978)
 HB0389
 HB0389                         *CURRENT SURVEY CONTROL
 HB0389  ___________________________________________________________________
 HB0389* NAD 83(1986)-  37 04 18.     (N)    088 51 08.     (W)     SCALED    
 HB0389* NAVD 88     -       127.867  (meters)     419.51   (feet)  ADJUSTED  
 HB0389  ___________________________________________________________________
 HB0389  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB0389  DYNAMIC HT  -         127.772 (meters)     419.20  (feet)  COMP
 HB0389  MODELED GRAV-     979,889.4   (mgal)                       NAVD 88
 HB0389
 HB0389  VERT ORDER  -  FIRST     CLASS I
 HB0389
 HB0389.The horizontal coordinates were scaled from a topographic map and have
 HB0389.an estimated accuracy of +/- 6 seconds.
 HB0389
 HB0389.The orthometric height was determined by differential leveling
 HB0389.and adjusted by the National Geodetic Survey in June 1991..
 HB0389
 HB0389.The geoid height was determined by GEOID03.
 HB0389
 HB0389.The dynamic height is computed by dividing the NAVD 88
 HB0389.geopotential number by the normal gravity value computed on the
 HB0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0389.degrees latitude (g = 980.6199 gals.).
 HB0389
 HB0389.The modeled gravity was interpolated from observed gravity values.
 HB0389
 HB0389;                    North         East    Units  Estimated Accuracy
 HB0389;SPC KY1Z     - 1,086,530.    1,224,180.      MT  (+/- 180 meters Scaled)
 HB0389
 HB0389                          SUPERSEDED SURVEY CONTROL
 HB0389
 HB0389  NGVD 29 (??/??/??)  127.814  (m)          419.34   (f) ADJUSTED    1 1
 HB0389
 HB0389.Superseded values are not recommended for survey control.
 HB0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0389.See file dsdata.txt to determine how the superseded data were derived.
 HB0389
 HB0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG353044(NAD 83)
 HB0389_MARKER: DB = BENCH MARK DISK
 HB0389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HB0389_SP_SET: CULVERT HEADWALL
 HB0389_STAMPING: L 130 1947
 HB0389_MARK LOGO: CGS   
 HB0389_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0389+STABILITY: SURFACE MOTION
 HB0389
 HB0389  HISTORY     - Date     Condition        Report By
 HB0389  HISTORY     - 1947     MONUMENTED       CGS
 HB0389  HISTORY     - 1968     GOOD             CGS
 HB0389  HISTORY     - 19930801 GOOD             KYDT
 HB0389  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 HB0389
 HB0389                          STATION DESCRIPTION
 HB0389
 HB0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0389'2.2 MI E FROM KEVIL.
 HB0389'ABOUT 0.1 MILE SOUTH ALONG WALLACE AVENUE FROM THE POST OFFICE AT
 HB0389'KEVIL, THENCE 2.05 MILES EAST ALONG U.S. HIGHWAY 60, 138 YARDS EAST
 HB0389'OF THE CENTERLINE OF RICE SPRINGS ROAD WHICH IS COUNTY ROAD
 HB0389'995, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 HB0389'HEADWALL OF A CULVERT UNDER THE HIGHWAY 13 FEET NORTH OF
 HB0389'THE CENTERLINE OF THE HIGHWAY, 37 FEET SOUTH OF POWER POLE
 HB0389'NUMBER 27-88-34, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 HB0389'HIGHWAY.
 HB0389
 HB0389                          STATION RECOVERY (1993)
 HB0389
 HB0389'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 HB0389'RECOVERED IN GOOD CONDITION.  NOTE--MARK IS ALSO 28 FEET (8.5 M) SOUTH
 HB0389'OF FIRE HYDRANT.
 HB0389
 HB0389                          STATION RECOVERY (2003)
 HB0389
 HB0389'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1756 ***********************************************************************
 GC1756  DESIGNATION -  L 131
 GC1756  PID         -  GC1756
 GC1756  STATE/COUNTY-  KY/TRIGG
 GC1756  USGS QUAD   -  GRACEY (1974)
 GC1756
 GC1756                         *CURRENT SURVEY CONTROL
 GC1756  ___________________________________________________________________
 GC1756* NAD 83(1986)-  36 53 05.     (N)    087 43 54.     (W)     SCALED    
 GC1756* NAVD 88     -       160.097  (meters)     525.25   (feet)  ADJUSTED  
 GC1756  ___________________________________________________________________
 GC1756  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC1756  DYNAMIC HT  -         159.973 (meters)     524.84  (feet)  COMP
 GC1756  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 GC1756
 GC1756  VERT ORDER  -  FIRST     CLASS I
 GC1756
 GC1756.The horizontal coordinates were scaled from a topographic map and have
 GC1756.an estimated accuracy of +/- 6 seconds.
 GC1756
 GC1756.The orthometric height was determined by differential leveling
 GC1756.and adjusted by the National Geodetic Survey in June 1991..
 GC1756
 GC1756.The geoid height was determined by GEOID03.
 GC1756
 GC1756.The dynamic height is computed by dividing the NAVD 88
 GC1756.geopotential number by the normal gravity value computed on the
 GC1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1756.degrees latitude (g = 980.6199 gals.).
 GC1756
 GC1756.The modeled gravity was interpolated from observed gravity values.
 GC1756
 GC1756;                    North         East    Units  Estimated Accuracy
 GC1756;SPC KY1Z     - 1,063,070.    1,323,350.      MT  (+/- 180 meters Scaled)
 GC1756
 GC1756                          SUPERSEDED SURVEY CONTROL
 GC1756
 GC1756  NGVD 29 (??/??/92)  160.167  (m)          525.48   (f) ADJ UNCH    1 1
 GC1756
 GC1756.Superseded values are not recommended for survey control.
 GC1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1756.See file dsdata.txt to determine how the superseded data were derived.
 GC1756
 GC1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF348823(NAD 83)
 GC1756_MARKER: DB = BENCH MARK DISK
 GC1756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1756_SP_SET: CULVERT
 GC1756_STAMPING: L 131 1948
 GC1756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1756
 GC1756  HISTORY     - Date     Condition        Report By
 GC1756  HISTORY     - 1948     MONUMENTED       CGS
 GC1756  HISTORY     - 1968     GOOD             NGS
 GC1756  HISTORY     - 20020702 MARK NOT FOUND   KYDT
 GC1756
 GC1756                          STATION DESCRIPTION
 GC1756
 GC1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1756'4.6 MI W FROM GRACEY.
 GC1756'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1756'STATION AT GRACEY, THENCE 4.3 MILES WEST ALONG U.S. HIGHWAY 68
 GC1756'AND STATE HIGHWAY 80, 90 YARDS WEST OF THE WEST CORNER OF THE
 GC1756'BROADBENT-HYBIRD SEED PLANT, 18 1/2 FEET NORTHWEST OF THE
 GC1756'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END
 GC1756'OF THE NORTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 GC1756'160 FEET SOUTHWEST OF THE EXTENDED CENTERLINE OF A DRIVEWAY
 GC1756'WHICH LEADS TO THE PLANT, 32 FEET SOUTHWEST OF THE CENTERLINE
 GC1756'OF A PRIVATE DRIVEWAY, 23 FEET SOUTHWEST OF A 15-INCH ELM TREE,
 GC1756'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 GC1756
 GC1756                          STATION RECOVERY (2002)
 GC1756
 GC1756'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GC1756'ROAD HAS BEEN WIDENED AT THIS LOCATION, NO HEADWALL OR CULVERT
 GC1756'PRESENT, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0611 ***********************************************************************
 GD0611  DESIGNATION -  L 132
 GD0611  PID         -  GD0611
 GD0611  STATE/COUNTY-  KY/HICKMAN
 GD0611  USGS QUAD   -  ARLINGTON (1982)
 GD0611
 GD0611                         *CURRENT SURVEY CONTROL
 GD0611  ___________________________________________________________________
 GD0611* NAD 83(1986)-  36 45 39.     (N)    089 00 44.     (W)     SCALED    
 GD0611* NAVD 88     -        99.135  (meters)     325.25   (feet)  ADJUSTED  
 GD0611  ___________________________________________________________________
 GD0611  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GD0611  DYNAMIC HT  -          99.059 (meters)     325.00  (feet)  COMP
 GD0611  MODELED GRAV-     979,859.6   (mgal)                       NAVD 88
 GD0611
 GD0611  VERT ORDER  -  FIRST     CLASS II
 GD0611
 GD0611.The horizontal coordinates were scaled from a topographic map and have
 GD0611.an estimated accuracy of +/- 6 seconds.
 GD0611
 GD0611.The orthometric height was determined by differential leveling
 GD0611.and adjusted by the National Geodetic Survey in June 1991..
 GD0611
 GD0611.The geoid height was determined by GEOID03.
 GD0611
 GD0611.The dynamic height is computed by dividing the NAVD 88
 GD0611.geopotential number by the normal gravity value computed on the
 GD0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0611.degrees latitude (g = 980.6199 gals.).
 GD0611
 GD0611.The modeled gravity was interpolated from observed gravity values.
 GD0611
 GD0611;                    North         East    Units  Estimated Accuracy
 GD0611;SPC KY1Z     - 1,052,540.    1,208,750.      MT  (+/- 180 meters Scaled)
 GD0611
 GD0611                          SUPERSEDED SURVEY CONTROL
 GD0611
 GD0611  NGVD 29 (??/??/??)   99.031  (m)          324.90   (f) ADJUSTED    1 2
 GD0611
 GD0611.Superseded values are not recommended for survey control.
 GD0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0611.See file dsdata.txt to determine how the superseded data were derived.
 GD0611
 GD0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF203702(NAD 83)
 GD0611_MARKER: DB = BENCH MARK DISK
 GD0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0611_STAMPING: L 132 1948
 GD0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0611+STABILITY: SURFACE MOTION
 GD0611
 GD0611  HISTORY     - Date     Condition        Report By
 GD0611  HISTORY     - 1948     MONUMENTED       CGS
 GD0611  HISTORY     - 20020813 MARK NOT FOUND   USACE
 GD0611
 GD0611                          STATION DESCRIPTION
 GD0611
 GD0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0611'2 MI S FROM ARLINGTON.
 GD0611'2.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0611'STATION AT ARLINGTON, 77 YARDS NORTH OF MILE POST C 386, AT A
 GD0611'FIELD ROAD CROSSING, JUST NORTH OF A 60-FOOT RAILROAD CONCRETE
 GD0611'BRIDGE NO. 385/9, 40.3 FEET EAST OF THE EAST RAIL OF THE EAST
 GD0611'TRACK, 8 FEET SOUTH OF THE CENTER LINE OF THE FIELD ROAD, 31 FEET
 GD0611'EAST-NORTHEAST OF THE EAST END OF THE NORTH ABUTMENT OF THE
 GD0611'CONCRETE BRIDGE, 37 FEET SOUTHEAST AND ACROSS THE FIELD ROAD FROM
 GD0611'A TELEPHONE POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 2.5
 GD0611'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GD0611'PROJECTING 5 INCHES.
 GD0611
 GD0611                          STATION RECOVERY (2002)
 GD0611
 GD0611'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1101 ***********************************************************************
 GC1101  DESIGNATION -  L 133
 GC1101  PID         -  GC1101
 GC1101  STATE/COUNTY-  KY/CHRISTIAN
 GC1101  USGS QUAD   -  OAK GROVE (1982)
 GC1101
 GC1101                         *CURRENT SURVEY CONTROL
 GC1101  ___________________________________________________________________
 GC1101* NAD 83(1986)-  36 42 49.     (N)    087 27 10.     (W)     SCALED    
 GC1101* NAVD 88     -       177.361  (meters)     581.89   (feet)  ADJUSTED  
 GC1101  ___________________________________________________________________
 GC1101  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC1101  DYNAMIC HT  -         177.217 (meters)     581.42  (feet)  COMP
 GC1101  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GC1101
 GC1101  VERT ORDER  -  FIRST     CLASS II
 GC1101
 GC1101.The horizontal coordinates were scaled from a topographic map and have
 GC1101.an estimated accuracy of +/- 6 seconds.
 GC1101
 GC1101.The orthometric height was determined by differential leveling
 GC1101.and adjusted by the National Geodetic Survey in June 1991..
 GC1101
 GC1101.The geoid height was determined by GEOID03.
 GC1101
 GC1101.The dynamic height is computed by dividing the NAVD 88
 GC1101.geopotential number by the normal gravity value computed on the
 GC1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1101.degrees latitude (g = 980.6199 gals.).
 GC1101
 GC1101.The modeled gravity was interpolated from observed gravity values.
 GC1101
 GC1101;                    North         East    Units  Estimated Accuracy
 GC1101;SPC KY1Z     - 1,043,600.    1,347,860.      MT  (+/- 180 meters Scaled)
 GC1101
 GC1101                          SUPERSEDED SURVEY CONTROL
 GC1101
 GC1101  NGVD 29 (??/??/92)  177.389  (m)          581.98   (f) ADJ UNCH    1 2
 GC1101
 GC1101.Superseded values are not recommended for survey control.
 GC1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1101.See file dsdata.txt to determine how the superseded data were derived.
 GC1101
 GC1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF595631(NAD 83)
 GC1101_MARKER: DB = BENCH MARK DISK
 GC1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1101_STAMPING: L 133 1949
 GC1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1101+STABILITY: SURFACE MOTION
 GC1101
 GC1101  HISTORY     - Date     Condition        Report By
 GC1101  HISTORY     - 1949     MONUMENTED       CGS
 GC1101  HISTORY     - 1968     GOOD             NGS
 GC1101
 GC1101                          STATION DESCRIPTION
 GC1101
 GC1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1101'11.3 MI S FROM HOPKINSVILLE.
 GC1101'11.3 MILES SOUTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1101'JUNCTION OF THE ILLINOIS CENTRAL RAILROAD AT HOPKINSVILLE,
 GC1101'ABOUT 148 YARDS SOUTH OF MILE POST H 74, ABOUT 0.55 MILE SOUTH
 GC1101'OF AN EAST-WEST GRAVEL ROAD CROSSING, AT A PRIVATE FIELD ROAD
 GC1101'CROSSING, 51 FEET WEST OF THE WEST RAIL, 1 FOOT EAST OF THE FENCE
 GC1101'LINE, 14 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE FIELD
 GC1101'ROAD, 47 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 8 FEET
 GC1101'SOUTH-SOUTHEAST OF A FENCE CORNER AND SOUTH GATE POST ON THE
 GC1101'PRIVATE ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3
 GC1101'FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GC1101'PROJECTING 4 INCHES.
 GC1101
 GC1101                          STATION RECOVERY (1968)
 GC1101
 GC1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1711 ***********************************************************************
 GC1711  DESIGNATION -  L 134
 GC1711  PID         -  GC1711
 GC1711  STATE/COUNTY-  KY/CHRISTIAN
 GC1711  USGS QUAD   -  CHURCH HILL (1981)
 GC1711
 GC1711                         *CURRENT SURVEY CONTROL
 GC1711  ___________________________________________________________________
 GC1711* NAD 83(1986)-  36 52 12.     (N)    087 30 54.     (W)     SCALED    
 GC1711* NAVD 88     -       159.502  (meters)     523.30   (feet)  ADJUSTED  
 GC1711  ___________________________________________________________________
 GC1711  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC1711  DYNAMIC HT  -         159.376 (meters)     522.89  (feet)  COMP
 GC1711  MODELED GRAV-     979,838.3   (mgal)                       NAVD 88
 GC1711
 GC1711  VERT ORDER  -  FIRST     CLASS I
 GC1711
 GC1711.The horizontal coordinates were scaled from a topographic map and have
 GC1711.an estimated accuracy of +/- 6 seconds.
 GC1711
 GC1711.The orthometric height was determined by differential leveling
 GC1711.and adjusted by the National Geodetic Survey in June 1991..
 GC1711
 GC1711.The geoid height was determined by GEOID03.
 GC1711
 GC1711.The dynamic height is computed by dividing the NAVD 88
 GC1711.geopotential number by the normal gravity value computed on the
 GC1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1711.degrees latitude (g = 980.6199 gals.).
 GC1711
 GC1711.The modeled gravity was interpolated from observed gravity values.
 GC1711
 GC1711;                    North         East    Units  Estimated Accuracy
 GC1711;SPC KY1Z     - 1,061,050.    1,342,630.      MT  (+/- 180 meters Scaled)
 GC1711
 GC1711                          SUPERSEDED SURVEY CONTROL
 GC1711
 GC1711  NGVD 29 (??/??/92)  159.569  (m)          523.52   (f) ADJ UNCH    1 1
 GC1711
 GC1711.Superseded values are not recommended for survey control.
 GC1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1711.See file dsdata.txt to determine how the superseded data were derived.
 GC1711
 GC1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF540805(NAD 83)
 GC1711_MARKER: DB = BENCH MARK DISK
 GC1711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1711_SP_SET: BRIDGE ABUTMENT
 GC1711_STAMPING: L 134 1949
 GC1711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1711
 GC1711  HISTORY     - Date     Condition        Report By
 GC1711  HISTORY     - 1949     MONUMENTED       CGS
 GC1711  HISTORY     - 1968     GOOD             NGS
 GC1711
 GC1711                          STATION DESCRIPTION
 GC1711
 GC1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1711'1.6 MI W FROM HOPKINSVILLE.
 GC1711'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1711'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.1 MILE
 GC1711'NORTHWEST ALONG WEST 9TH STREET WHICH IS U.S. HIGHWAY 68 AND
 GC1711'STATE HIGHWAYS 80 AND 109, THENCE 1.45 MILES WEST ALONG THE
 GC1711'ILLINOIS CENTRAL RAILROAD, 128 1/2 FEET WEST OF MILEPOST 129,
 GC1711'184 YARDS WEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND
 GC1711'A GRAVELED ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST
 GC1711'CONCRETE AND STONE ABUTMENT OF A RAILROAD BRIDGE NUMBER 129.0
 GC1711'OVER THE LITTLE RIVER NORTH FORK, 6.2 FEET NORTH OF THE SOUTH
 GC1711'END OF THE ABUTMENT, 10 1/2 FEET SOUTH OF THE SOUTH RAIL, 3.5
 GC1711'FEET SOUTH OF THE SOUTHWEST CORNER OF THE STEEL PORTION OF THE
 GC1711'BRIDGE, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0880 ***********************************************************************
 HA0880  DESIGNATION -  L 135
 HA0880  PID         -  HA0880
 HA0880  STATE/COUNTY-  KY/CALDWELL
 HA0880  USGS QUAD   -  PRINCETON EAST (1967)
 HA0880
 HA0880                         *CURRENT SURVEY CONTROL
 HA0880  ___________________________________________________________________
 HA0880* NAD 83(1986)-  37 04 56.     (N)    087 51 23.     (W)     SCALED    
 HA0880* NAVD 88     -       140.344  (meters)     460.45   (feet)  ADJUSTED  
 HA0880  ___________________________________________________________________
 HA0880  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HA0880  DYNAMIC HT  -         140.237 (meters)     460.09  (feet)  COMP
 HA0880  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 HA0880
 HA0880  VERT ORDER  -  FIRST     CLASS I
 HA0880
 HA0880.The horizontal coordinates were scaled from a topographic map and have
 HA0880.an estimated accuracy of +/- 6 seconds.
 HA0880
 HA0880.The orthometric height was determined by differential leveling
 HA0880.and adjusted by the National Geodetic Survey in June 1991..
 HA0880
 HA0880.The geoid height was determined by GEOID03.
 HA0880
 HA0880.The dynamic height is computed by dividing the NAVD 88
 HA0880.geopotential number by the normal gravity value computed on the
 HA0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0880.degrees latitude (g = 980.6199 gals.).
 HA0880
 HA0880.The modeled gravity was interpolated from observed gravity values.
 HA0880
 HA0880;                    North         East    Units  Estimated Accuracy
 HA0880;SPC KY1Z     - 1,085,230.    1,312,730.      MT  (+/- 180 meters Scaled)
 HA0880
 HA0880                          SUPERSEDED SURVEY CONTROL
 HA0880
 HA0880  NGVD 29 (??/??/92)  140.412  (m)          460.67   (f) ADJ UNCH    1 1
 HA0880
 HA0880.Superseded values are not recommended for survey control.
 HA0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0880.See file dsdata.txt to determine how the superseded data were derived.
 HA0880
 HA0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG238043(NAD 83)
 HA0880_MARKER: DB = BENCH MARK DISK
 HA0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0880_STAMPING: L 135 1949
 HA0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0880+STABILITY: SURFACE MOTION
 HA0880
 HA0880  HISTORY     - Date     Condition        Report By
 HA0880  HISTORY     - 1949     MONUMENTED       CGS
 HA0880  HISTORY     - 1968     GOOD             NGS
 HA0880  HISTORY     - 1985     MARK NOT FOUND   NGS
 HA0880
 HA0880                          STATION DESCRIPTION
 HA0880
 HA0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0880'2.5 MI SE FROM PRINCETON.
 HA0880'ABOUT 0.3 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS STATE
 HA0880'HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL COUNTY COURTHOUSE AT
 HA0880'PRINCETON TO A CROSSING OF THE ILLINOIS CENTRAL RAILROAD, THENCE 2.2
 HA0880'MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD, 0.15 MILE
 HA0880'SOUTHEAST OF A CROSSING OF THE RAILROAD AND A TRAIL ROAD, 140 YARDS
 HA0880'NORTHWEST OF THE NORTHWEST END OF A WOODEN RAILROAD TRESTLE, SET
 HA0880'VERTICALLY IN THE NORTHEAST FACE OF THE CONCRETE FOUNDATION FOR AN
 HA0880'ABANDONED BRICK BUILDING, 50 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 HA0880'1.0 FOOT NORTHWEST OF THE EAST CORNER OF THE BUILDING, AND ABOUT
 HA0880'6 FEET BELOW THE LEVEL OF THE TRACK.
 HA0880
 HA0880                          STATION RECOVERY (1985)
 HA0880
 HA0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA0880'THE BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0172 ***********************************************************************
 HB0172  DESIGNATION -  L 136
 HB0172  PID         -  HB0172
 HB0172  STATE/COUNTY-  KY/LIVINGSTON
 HB0172  USGS QUAD   -  GRAND RIVERS (1993)
 HB0172
 HB0172                         *CURRENT SURVEY CONTROL
 HB0172  ___________________________________________________________________
 HB0172* NAD 83(1986)-  37 04 23.     (N)    088 13 45.     (W)     SCALED    
 HB0172* NAVD 88     -       107.210  (meters)     351.74   (feet)  ADJUSTED  
 HB0172  ___________________________________________________________________
 HB0172  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HB0172  DYNAMIC HT  -         107.130 (meters)     351.48  (feet)  COMP
 HB0172  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 HB0172
 HB0172  VERT ORDER  -  FIRST     CLASS II
 HB0172
 HB0172.The horizontal coordinates were scaled from a topographic map and have
 HB0172.an estimated accuracy of +/- 6 seconds.
 HB0172
 HB0172.The orthometric height was determined by differential leveling
 HB0172.and adjusted by the National Geodetic Survey in June 1991..
 HB0172.WARNING-Repeat measurements at this control monument indicate possible
 HB0172.vertical movement.
 HB0172
 HB0172.The geoid height was determined by GEOID03.
 HB0172
 HB0172.The dynamic height is computed by dividing the NAVD 88
 HB0172.geopotential number by the normal gravity value computed on the
 HB0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0172.degrees latitude (g = 980.6199 gals.).
 HB0172
 HB0172.The modeled gravity was interpolated from observed gravity values.
 HB0172
 HB0172;                    North         East    Units  Estimated Accuracy
 HB0172;SPC KY1Z     - 1,085,030.    1,279,560.      MT  (+/- 180 meters Scaled)
 HB0172
 HB0172                          SUPERSEDED SURVEY CONTROL
 HB0172
 HB0172  NGVD 29 (??/??/??)  107.278  (m)          351.96   (f) ADJUSTED    1 2
 HB0172
 HB0172.Superseded values are not recommended for survey control.
 HB0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0172.See file dsdata.txt to determine how the superseded data were derived.
 HB0172
 HB0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG907036(NAD 83)
 HB0172_MARKER: DB = BENCH MARK DISK
 HB0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0172_STAMPING: L 136 1949
 HB0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0172+STABILITY: SURFACE MOTION
 HB0172
 HB0172  HISTORY     - Date     Condition        Report By
 HB0172  HISTORY     - 1949     MONUMENTED       CGS
 HB0172  HISTORY     - 1965     GOOD             CGS
 HB0172
 HB0172                          STATION DESCRIPTION
 HB0172
 HB0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0172'0.6 MI S FROM IUKA.
 HB0172'0.6 MILE SOUTH ALONG A GRAVEL ROAD LEADING TO GRAND RIVERS FROM
 HB0172'THE JUNCTION OF OLD U.S. HIGHWAY AT IUAKA, AT A SHORT EAST-WEST
 HB0172'TANGENT IN THE ROAD BETWEEN TANGENTS EXTENDING NORTH TO IUKA AND
 HB0172'SOUTH TO GRAND RIVERS, 24 FEET NORTH OF THE CENTER LINE OF THE
 HB0172'EAST-WEST TANGENT IN ROAD, 13.5 FEET WEST-NORTHWEST OF A 26-INCH
 HB0172'OAK TREE, 29 FEET EAST-NORTHEAST OF A 26-INCH OAK TREE, 1 FOOT
 HB0172'SOUTH OF A WIRE FENCE, 130 YARDS EAST OF THE CENTER LINE OF THE
 HB0172'NORTH TANGENT OF ROAD LEADING TO IUKA, ABOUT 30 YARDS WEST OF THE
 HB0172'PROLONGED CENTER LINE OF THE SOUTH TANGENT OF ROAD EXTENDING TO
 HB0172'GRAND RIVERS, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 HB0172'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 HB0172'PROJECTING 2 INCHES.
 HB0172
 HB0172                          STATION RECOVERY (1965)
 HB0172
 HB0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HB0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0249 ***********************************************************************
 HZ0249  DESIGNATION -  L 137
 HZ0249  PID         -  HZ0249
 HZ0249  STATE/COUNTY-  KY/SCOTT
 HZ0249  USGS QUAD   -  SADIEVILLE (1978)
 HZ0249
 HZ0249                         *CURRENT SURVEY CONTROL
 HZ0249  ___________________________________________________________________
 HZ0249* NAD 83(1986)-  38 25 29.     (N)    084 31 47.     (W)     SCALED    
 HZ0249* NAVD 88     -       273.511  (meters)     897.34   (feet)  ADJUSTED  
 HZ0249  ___________________________________________________________________
 HZ0249  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0249  DYNAMIC HT  -         273.317 (meters)     896.71  (feet)  COMP
 HZ0249  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 HZ0249
 HZ0249  VERT ORDER  -  FIRST     CLASS II
 HZ0249
 HZ0249.The horizontal coordinates were scaled from a topographic map and have
 HZ0249.an estimated accuracy of +/- 6 seconds.
 HZ0249
 HZ0249.The orthometric height was determined by differential leveling
 HZ0249.and adjusted by the National Geodetic Survey in June 1991..
 HZ0249
 HZ0249.The geoid height was determined by GEOID03.
 HZ0249
 HZ0249.The dynamic height is computed by dividing the NAVD 88
 HZ0249.geopotential number by the normal gravity value computed on the
 HZ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0249.degrees latitude (g = 980.6199 gals.).
 HZ0249
 HZ0249.The modeled gravity was interpolated from observed gravity values.
 HZ0249
 HZ0249;                    North         East    Units  Estimated Accuracy
 HZ0249;SPC KY1Z     - 1,232,810.    1,606,550.      MT  (+/- 180 meters Scaled)
 HZ0249
 HZ0249                          SUPERSEDED SURVEY CONTROL
 HZ0249
 HZ0249  NGVD 29 (??/??/92)  273.683  (m)          897.91   (f) ADJ UNCH    1 2
 HZ0249
 HZ0249.Superseded values are not recommended for survey control.
 HZ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0249.See file dsdata.txt to determine how the superseded data were derived.
 HZ0249
 HZ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH156558(NAD 83)
 HZ0249_MARKER: DB = BENCH MARK DISK
 HZ0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0249_SP_SET: CULVERT
 HZ0249_STAMPING: L 137 1949
 HZ0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0249
 HZ0249  HISTORY     - Date     Condition        Report By
 HZ0249  HISTORY     - 1949     MONUMENTED       CGS
 HZ0249
 HZ0249                          STATION DESCRIPTION
 HZ0249
 HZ0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0249'2.3 MI S FROM HINTON.
 HZ0249'ABOUT 2.3 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 HZ0249'AT HINTON, ABOUT 2.55 MILES NORTH OF THE STATION AT SADIEVILLE,
 HZ0249'ABOUT 105 YARDS SOUTH OF MILE POST 54, 51 YARDS NORTH OF BLOCK
 HZ0249'SIGNAL NO. 54.2, AT A PRIVATE WOODS TRAIL CROSSING, AT THE
 HZ0249'SOUTH END OF A CUT, 13 FEET EAST OF THE EAST RAIL, 60 FEET
 HZ0249'WEST OF TELEPHONE POLE NO. S 2 G, SET IN THE TOP OF THE EAST
 HZ0249'END OF THE NORTH CONCRETE HEAD WALL OF A CULVERT UNDER TRAIL,
 HZ0249'2 1/2 FEET WEST OF THE EAST END OF THE HEAD WALL AND ABOUT 1
 HZ0249'FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0135 ***********************************************************************
 HB0135  DESIGNATION -  L 138
 HB0135  PID         -  HB0135
 HB0135  STATE/COUNTY-  KY/CRITTENDEN
 HB0135  USGS QUAD   -  MARION (1954)
 HB0135
 HB0135                         *CURRENT SURVEY CONTROL
 HB0135  ___________________________________________________________________
 HB0135* NAD 83(1986)-  37 15 24.     (N)    088 05 28.     (W)     SCALED    
 HB0135* NAVD 88     -       180.939  (meters)     593.63   (feet)  ADJUSTED  
 HB0135  ___________________________________________________________________
 HB0135  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 HB0135  DYNAMIC HT  -         180.804 (meters)     593.19  (feet)  COMP
 HB0135  MODELED GRAV-     979,880.7   (mgal)                       NAVD 88
 HB0135
 HB0135  VERT ORDER  -  FIRST     CLASS II
 HB0135
 HB0135.The horizontal coordinates were scaled from a topographic map and have
 HB0135.an estimated accuracy of +/- 6 seconds.
 HB0135
 HB0135.The orthometric height was determined by differential leveling
 HB0135.and adjusted by the National Geodetic Survey in June 1991..
 HB0135
 HB0135.The geoid height was determined by GEOID03.
 HB0135
 HB0135.The dynamic height is computed by dividing the NAVD 88
 HB0135.geopotential number by the normal gravity value computed on the
 HB0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0135.degrees latitude (g = 980.6199 gals.).
 HB0135
 HB0135.The modeled gravity was interpolated from observed gravity values.
 HB0135
 HB0135;                    North         East    Units  Estimated Accuracy
 HB0135;SPC KY1Z     - 1,105,080.    1,292,350.      MT  (+/- 180 meters Scaled)
 HB0135
 HB0135                          SUPERSEDED SURVEY CONTROL
 HB0135
 HB0135  NGVD 29 (??/??/??)  181.011  (m)          593.87   (f) ADJUSTED    1 2
 HB0135
 HB0135.Superseded values are not recommended for survey control.
 HB0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0135.See file dsdata.txt to determine how the superseded data were derived.
 HB0135
 HB0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG032239(NAD 83)
 HB0135_MARKER: DB = BENCH MARK DISK
 HB0135_SETTING: 66 = SET IN ROCK OUTCROP
 HB0135_SP_SET: ROCK OUTCROP
 HB0135_STAMPING: L 138 1949
 HB0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB0135+STABILITY: POSITION/ELEVATION WELL
 HB0135
 HB0135  HISTORY     - Date     Condition        Report By
 HB0135  HISTORY     - 1949     MONUMENTED       CGS
 HB0135  HISTORY     - 1985     MARK NOT FOUND   NGS
 HB0135
 HB0135                          STATION DESCRIPTION
 HB0135
 HB0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0135'2 MI N FROM MEXICO.
 HB0135'2.05 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0135'STATION AT MEXICO, ABOUT 0.1 MILE SOUTH OF A ROAD CROSSING, ABOUT
 HB0135'330 FEET SOUTH OF TRESTLE NO. 79.9, SET IN THE TOP OF AN
 HB0135'OUTCROPPING OF SAND STONE, 51 FEET NORTHWEST OF THE NORTHWEST
 HB0135'CORNER OF A TRESTLE OVER A STREAM, 58 FEET SOUTH-SOUTHWEST OF
 HB0135'MILE POST E 80, 21 1/2 FEET WEST OF THE WEST RAIL, 21 FEET
 HB0135'SOUTHEAST OF A FORKED 24-INCH OAK TREE IN FENCE LINE, 10 FEET
 HB0135'EAST OF THE FENCE LINE, 3 FEET BELOW THE TRACK AND SET IN A DRILL
 HB0135'HOLE.  NOTE-- MARK IS ABOUT 1.05 MILES SOUTH OF THE STATION AT
 HB0135'CRAYNE, CRITTENDEN COUNTY.
 HB0135
 HB0135                          STATION RECOVERY (1985)
 HB0135
 HB0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0135'THE REFERENCE MEASUREMENTS PUT THIS MARK NEAR THE CENTER OF A STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0942 ***********************************************************************
 HA0942  DESIGNATION -  L 139
 HA0942  PID         -  HA0942
 HA0942  STATE/COUNTY-  KY/UNION
 HA0942  USGS QUAD   -  STURGIS (1969)
 HA0942
 HA0942                         *CURRENT SURVEY CONTROL
 HA0942  ___________________________________________________________________
 HA0942* NAD 83(1986)-  37 30 15.     (N)    087 57 14.     (W)     SCALED    
 HA0942* NAVD 88     -       107.649  (meters)     353.18   (feet)  ADJUSTED  
 HA0942  ___________________________________________________________________
 HA0942  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 HA0942  DYNAMIC HT  -         107.571 (meters)     352.92  (feet)  COMP
 HA0942  MODELED GRAV-     979,910.4   (mgal)                       NAVD 88
 HA0942
 HA0942  VERT ORDER  -  FIRST     CLASS II
 HA0942
 HA0942.The horizontal coordinates were scaled from a topographic map and have
 HA0942.an estimated accuracy of +/- 6 seconds.
 HA0942
 HA0942.The orthometric height was determined by differential leveling
 HA0942.and adjusted by the National Geodetic Survey in June 1991..
 HA0942
 HA0942.The geoid height was determined by GEOID03.
 HA0942
 HA0942.The dynamic height is computed by dividing the NAVD 88
 HA0942.geopotential number by the normal gravity value computed on the
 HA0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0942.degrees latitude (g = 980.6199 gals.).
 HA0942
 HA0942.The modeled gravity was interpolated from observed gravity values.
 HA0942
 HA0942;                    North         East    Units  Estimated Accuracy
 HA0942;SPC KY1Z     - 1,132,240.    1,305,160.      MT  (+/- 180 meters Scaled)
 HA0942
 HA0942                          SUPERSEDED SURVEY CONTROL
 HA0942
 HA0942  NGVD 29 (??/??/92)  107.747  (m)          353.50   (f) ADJ UNCH    1 2
 HA0942
 HA0942.Superseded values are not recommended for survey control.
 HA0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0942.See file dsdata.txt to determine how the superseded data were derived.
 HA0942
 HA0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG156512(NAD 83)
 HA0942_MARKER: DB = BENCH MARK DISK
 HA0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0942_STAMPING: L 139 1949
 HA0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0942+STABILITY: SURFACE MOTION
 HA0942
 HA0942  HISTORY     - Date     Condition        Report By
 HA0942  HISTORY     - 1949     MONUMENTED       CGS
 HA0942
 HA0942                          STATION DESCRIPTION
 HA0942
 HA0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HA0942'0.7 MI NW FROM SULLIVAN.
 HA0942'ABOUT 0.7 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 HA0942'FROM THE CROSSING OF U.S. HIGHWAY 60 AT SULLIVAN, AT A FARM ROAD
 HA0942'CROSSING, 57 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 54
 HA0942'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 22 1/2 FEET NORTHWEST OF
 HA0942'TELEPHONE POLE NO. 1676, 9 FEET SOUTHEAST OF THE CENTER LINE
 HA0942'OF THE FARM ROAD, 4 FEET NORTHEAST OF THE R/W FENCE LINE, 1 1/2
 HA0942'FEET EAST OF A WHITE WOODEN WITNESS POST, 6 1/2 FEET BELOW THE
 HA0942'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1923 ***********************************************************************
 GY1923  DESIGNATION -  L 14
 GY1923  PID         -  GY1923
 GY1923  STATE/COUNTY-  KY/BREATHITT
 GY1923  USGS QUAD   -  CANOE (1976)
 GY1923
 GY1923                         *CURRENT SURVEY CONTROL
 GY1923  ___________________________________________________________________
 GY1923* NAD 83(1986)-  37 23 54.     (N)    083 22 40.     (W)     SCALED    
 GY1923* NAVD 88     -       234.541  (meters)     769.49   (feet)  ADJUSTED  
 GY1923  ___________________________________________________________________
 GY1923  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GY1923  DYNAMIC HT  -         234.361 (meters)     768.90  (feet)  COMP
 GY1923  MODELED GRAV-     979,858.2   (mgal)                       NAVD 88
 GY1923
 GY1923  VERT ORDER  -  FIRST     CLASS I
 GY1923
 GY1923.The horizontal coordinates were scaled from a topographic map and have
 GY1923.an estimated accuracy of +/- 6 seconds.
 GY1923
 GY1923.The orthometric height was determined by differential leveling
 GY1923.and adjusted by the National Geodetic Survey in June 1991..
 GY1923.WARNING-Repeat measurements at this control monument indicate possible
 GY1923.vertical movement.
 GY1923
 GY1923.The geoid height was determined by GEOID03.
 GY1923
 GY1923.The dynamic height is computed by dividing the NAVD 88
 GY1923.geopotential number by the normal gravity value computed on the
 GY1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1923.degrees latitude (g = 980.6199 gals.).
 GY1923
 GY1923.The modeled gravity was interpolated from observed gravity values.
 GY1923
 GY1923;                    North         East    Units  Estimated Accuracy
 GY1923;SPC KY1Z     - 1,120,870.    1,710,010.      MT  (+/- 180 meters Scaled)
 GY1923
 GY1923                          SUPERSEDED SURVEY CONTROL
 GY1923
 GY1923  NGVD 29 (??/??/92)  234.709  (m)          770.04   (f) ADJ UNCH    1 1
 GY1923
 GY1923.Superseded values are not recommended for survey control.
 GY1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1923.See file dsdata.txt to determine how the superseded data were derived.
 GY1923
 GY1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB895417(NAD 83)
 GY1923_MARKER: DB = BENCH MARK DISK
 GY1923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1923_SP_SET: FOUNDATION
 GY1923_STAMPING: L 14 1930 770.077
 GY1923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1923
 GY1923  HISTORY     - Date     Condition        Report By
 GY1923  HISTORY     - 1930     MONUMENTED       CGS
 GY1923  HISTORY     - 1967     GOOD             NGS
 GY1923
 GY1923                          STATION DESCRIPTION
 GY1923
 GY1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1923'7 MI NW FROM CHAVIES.
 GY1923'ABOUT 7.0 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY1923'RAILROAD FROM DUFFS GENERAL STORE AT CHAVIES, 0.25 MILE SOUTH OF
 GY1923'MILEPOST 216, 45 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 GY1923'TRACK, 13 FEET NORTH OF THE CENTERLINE OF A TRAIL ROAD, SET IN
 GY1923'THE TOP OF THE CONCRETE FOOTING OF A 40- X 40-INCH CONCRETE WELL
 GY1923'CURB WHICH IS ABOUT 3 FEET HIGH, 0.7 FOOT WEST OF THE SOUTHWEST
 GY1923'CORNER OF THE WELL CURB, 141 FEET WEST OF THE SOUTHWEST CORNER
 GY1923'OF A CONCRETE BLOCK PILLAR THAT SUPPORTS A FRAME BUILDING WHICH
 GY1923'HOUSES THE WOLF COAL POST OFFICE, ABOUT 1 FOOT BELOW THE LEVEL OF
 GY1923'THE GROUND, AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1073 ***********************************************************************
 JZ1073  DESIGNATION -  L 14
 JZ1073  PID         -  JZ1073
 JZ1073  STATE/COUNTY-  KY/BOONE
 JZ1073  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ1073
 JZ1073                         *CURRENT SURVEY CONTROL
 JZ1073  ___________________________________________________________________
 JZ1073* NAD 83(1986)-  39 04 49.     (N)    084 48 12.     (W)     SCALED    
 JZ1073* NAVD 88     -       257.366  (meters)     844.38   (feet)  ADJUSTED  
 JZ1073  ___________________________________________________________________
 JZ1073  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ1073  DYNAMIC HT  -         257.208 (meters)     843.86  (feet)  COMP
 JZ1073  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 JZ1073
 JZ1073  VERT ORDER  -  SECOND    CLASS 0
 JZ1073
 JZ1073.The horizontal coordinates were scaled from a topographic map and have
 JZ1073.an estimated accuracy of +/- 6 seconds.
 JZ1073
 JZ1073.The orthometric height was determined by differential leveling
 JZ1073.and adjusted by the National Geodetic Survey in June 1991..
 JZ1073
 JZ1073.The geoid height was determined by GEOID03.
 JZ1073
 JZ1073.The dynamic height is computed by dividing the NAVD 88
 JZ1073.geopotential number by the normal gravity value computed on the
 JZ1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1073.degrees latitude (g = 980.6199 gals.).
 JZ1073
 JZ1073.The modeled gravity was interpolated from observed gravity values.
 JZ1073
 JZ1073;                    North         East    Units  Estimated Accuracy
 JZ1073;SPC KY1Z     - 1,305,300.    1,581,920.      MT  (+/- 180 meters Scaled)
 JZ1073
 JZ1073                          SUPERSEDED SURVEY CONTROL
 JZ1073
 JZ1073  NGVD 29 (??/??/92)  257.578  (m)          845.07   (f) ADJ UNCH    2 0
 JZ1073
 JZ1073.Superseded values are not recommended for survey control.
 JZ1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1073.See file dsdata.txt to determine how the superseded data were derived.
 JZ1073
 JZ1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ900279(NAD 83)
 JZ1073_MARKER: B = BOLT
 JZ1073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1073_SP_SET: TWIN LOCUST TREE
 JZ1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1073
 JZ1073  HISTORY     - Date     Condition        Report By
 JZ1073  HISTORY     - UNK      MONUMENTED       KYHD
 JZ1073  HISTORY     - 1964     GOOD             PAS
 JZ1073
 JZ1073                          STATION DESCRIPTION
 JZ1073
 JZ1073'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1073'0.5 MI NW FROM IDLEWILD.
 JZ1073'5.9 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JZ1073'HEBRON TO A GRAVEL ROAD RIGHT AT TOP OF HILL, THENCE ABOUT
 JZ1073'0.2 MILE NORTH ALONG GRAVEL ROAD, 84 FEET NORTHWEST AND ACROSS
 JZ1073'ROAD FROM A FENCE CORNER, 14 FEET WEST OF THE CENTER OF ROAD,
 JZ1073'2 FEET WEST OF WIRE FENCE AND ABOUT 2 FEET HIGHER THAN ROAD.
 JZ1073'A 1/2 INCH LAG BOLT AND WASHER DRIVEN IN THE SOUTH ROOT OF A
 JZ1073'24-INCH TWIN LOCUST TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0070 ***********************************************************************
 HB0070  DESIGNATION -  L 140
 HB0070  PID         -  HB0070
 HB0070  STATE/COUNTY-  KY/UNION
 HB0070  USGS QUAD   -  GROVE CENTER (1959)
 HB0070
 HB0070                         *CURRENT SURVEY CONTROL
 HB0070  ___________________________________________________________________
 HB0070* NAD 83(1986)-  37 40 49.     (N)    088 06 40.     (W)     SCALED    
 HB0070* NAVD 88     -       106.389  (meters)     349.04   (feet)  ADJUSTED  
 HB0070  ___________________________________________________________________
 HB0070  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 HB0070  DYNAMIC HT  -         106.315 (meters)     348.80  (feet)  COMP
 HB0070  MODELED GRAV-     979,931.9   (mgal)                       NAVD 88
 HB0070
 HB0070  VERT ORDER  -  FIRST     CLASS II
 HB0070
 HB0070.The horizontal coordinates were scaled from a topographic map and have
 HB0070.an estimated accuracy of +/- 6 seconds.
 HB0070
 HB0070.The orthometric height was determined by differential leveling
 HB0070.and adjusted by the National Geodetic Survey in June 1991..
 HB0070
 HB0070.The geoid height was determined by GEOID03.
 HB0070
 HB0070.The dynamic height is computed by dividing the NAVD 88
 HB0070.geopotential number by the normal gravity value computed on the
 HB0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0070.degrees latitude (g = 980.6199 gals.).
 HB0070
 HB0070.The modeled gravity was interpolated from observed gravity values.
 HB0070
 HB0070;                    North         East    Units  Estimated Accuracy
 HB0070;SPC KY1Z     - 1,152,120.    1,291,760.      MT  (+/- 180 meters Scaled)
 HB0070
 HB0070                          SUPERSEDED SURVEY CONTROL
 HB0070
 HB0070  NGVD 29 (??/??/??)  106.489  (m)          349.37   (f) ADJUSTED    1 2
 HB0070
 HB0070.Superseded values are not recommended for survey control.
 HB0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0070.See file dsdata.txt to determine how the superseded data were derived.
 HB0070
 HB0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG020709(NAD 83)
 HB0070_MARKER: DB = BENCH MARK DISK
 HB0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0070_SP_SET: BRIDGE
 HB0070_STAMPING: L 140 1949
 HB0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0070
 HB0070  HISTORY     - Date     Condition        Report By
 HB0070  HISTORY     - 1949     MONUMENTED       CGS
 HB0070  HISTORY     - 1971     GOOD             LOCSUR
 HB0070
 HB0070                          STATION DESCRIPTION
 HB0070
 HB0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0070'1.2 MI SE FROM BLACKBURN.
 HB0070'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM BLACKBURN,
 HB0070'ABOUT 1.1 MILES NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 85,
 HB0070'SET IN THE TOP OF THE NORTHEAST WING WALL AT THE NORTHWEST END OF
 HB0070'A 93-FOOT CONCRETE BRIDGE OVER GOOSE POND DITCH, 19 FEET
 HB0070'NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3/4 FEET
 HB0070'ABOVE THE HIGHWAY. NOTE--THE BRIDGE IS NO LONGER ON THE MAIN ROAD.
 HB0070'ROUTE 56 HAS BEEN RELOCATED ON HILL SOUTH OF THE BRIDGE.
 HB0070
 HB0070                          STATION RECOVERY (1971)
 HB0070
 HB0070'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 HB0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0951 ***********************************************************************
 HZ0951  DESIGNATION -  L 141
 HZ0951  PID         -  HZ0951
 HZ0951  STATE/COUNTY-  KY/CARROLL
 HZ0951  USGS QUAD   -  CARROLLTON (1994)
 HZ0951
 HZ0951                         *CURRENT SURVEY CONTROL
 HZ0951  ___________________________________________________________________
 HZ0951* NAD 83(1986)-  38 38 39.     (N)    085 08 58.     (W)     SCALED    
 HZ0951* NAVD 88     -       143.216  (meters)     469.87   (feet)  ADJUSTED  
 HZ0951  ___________________________________________________________________
 HZ0951  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ0951  DYNAMIC HT  -         143.123 (meters)     469.56  (feet)  COMP
 HZ0951  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 HZ0951
 HZ0951  VERT ORDER  -  SECOND    CLASS 0
 HZ0951
 HZ0951.The horizontal coordinates were scaled from a topographic map and have
 HZ0951.an estimated accuracy of +/- 6 seconds.
 HZ0951
 HZ0951.The orthometric height was determined by differential leveling
 HZ0951.and adjusted by the National Geodetic Survey in June 1991..
 HZ0951
 HZ0951.The geoid height was determined by GEOID03.
 HZ0951
 HZ0951.The dynamic height is computed by dividing the NAVD 88
 HZ0951.geopotential number by the normal gravity value computed on the
 HZ0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0951.degrees latitude (g = 980.6199 gals.).
 HZ0951
 HZ0951.The modeled gravity was interpolated from observed gravity values.
 HZ0951
 HZ0951;                    North         East    Units  Estimated Accuracy
 HZ0951;SPC KY1Z     - 1,256,640.    1,552,280.      MT  (+/- 180 meters Scaled)
 HZ0951
 HZ0951                          SUPERSEDED SURVEY CONTROL
 HZ0951
 HZ0951  NGVD 29 (??/??/92)  143.417  (m)          470.53   (f) ADJ UNCH    2 0
 HZ0951
 HZ0951.Superseded values are not recommended for survey control.
 HZ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0951.See file dsdata.txt to determine how the superseded data were derived.
 HZ0951
 HZ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH610789(NAD 83)
 HZ0951_MARKER: DB = BENCH MARK DISK
 HZ0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0951_STAMPING: L 141 1949
 HZ0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0951+STABILITY: SURFACE MOTION
 HZ0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0951+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003
 HZ0951
 HZ0951  HISTORY     - Date     Condition        Report By
 HZ0951  HISTORY     - 1949     MONUMENTED       CGS
 HZ0951  HISTORY     - 1964     GOOD             NGS
 HZ0951  HISTORY     - 20030307 GOOD             KYDT
 HZ0951
 HZ0951                          STATION DESCRIPTION
 HZ0951
 HZ0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0951'2 MI NW FROM ENGLISH.
 HZ0951'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 389 FROM ITS CROSSING
 HZ0951'WITH THE LOUISVILLE AND NASHVILLE RAILROAD AT ENGLISH, AT THE
 HZ0951'RESIDENCE OF NOAH BATTS, 122 1/2 FEET NORTHWEST OF THE NORTHWEST
 HZ0951'CORNER OF THE HOUSE, 62 FEET SOUTH OF THE CENTER LINE OF THE
 HZ0951'HIGHWAY, 28 FEET SOUTH OF A FENCE CORNER, 62 FEET SOUTH OF THE
 HZ0951'CENTER LINE OF THE HIGHWAY, 28 FEET SOUTH OF A FENCE CORNER,
 HZ0951'15 FEET WEST OF THE CENTER LINE OF A DRIVE TO HOUSE, 1 FOOT
 HZ0951'EAST OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 HZ0951'WITNESS POST, 1/2 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF
 HZ0951'A CONCRETE POST PROJECTING 3 INCHES.
 HZ0951
 HZ0951                          STATION RECOVERY (1964)
 HZ0951
 HZ0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0951'RECOVERED IN GOOD CONDITION.
 HZ0951
 HZ0951                          STATION RECOVERY (2003)
 HZ0951
 HZ0951'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0951'MARK IS 91 FEET SOUTHEAST OF EAST END OF SOUTH HEADWALL OF 4X5 FOOT
 HZ0951'CONCRETE BOX CULVERT UNDER ROAD, 38.5 FEET WEST OF 18 INCH PINE TREE,
 HZ0951'5.2 FEET NORTH OF FENCE CORNER AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0652 ***********************************************************************
 JZ0652  DESIGNATION -  L 142
 JZ0652  PID         -  JZ0652
 JZ0652  STATE/COUNTY-  KY/KENTON
 JZ0652  USGS QUAD   -  COVINGTON (1987)
 JZ0652
 JZ0652                         *CURRENT SURVEY CONTROL
 JZ0652  ___________________________________________________________________
 JZ0652* NAD 83(1986)-  39 03 32.     (N)    084 33 29.     (W)     SCALED    
 JZ0652* NAVD 88     -       210.498  (meters)     690.61   (feet)  ADJUSTED  
 JZ0652  ___________________________________________________________________
 JZ0652  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0652  DYNAMIC HT  -         210.365 (meters)     690.17  (feet)  COMP
 JZ0652  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 JZ0652
 JZ0652  VERT ORDER  -  FIRST     CLASS II
 JZ0652
 JZ0652.The horizontal coordinates were scaled from a topographic map and have
 JZ0652.an estimated accuracy of +/- 6 seconds.
 JZ0652
 JZ0652.The orthometric height was determined by differential leveling
 JZ0652.and adjusted by the National Geodetic Survey in June 1991..
 JZ0652
 JZ0652.The geoid height was determined by GEOID03.
 JZ0652
 JZ0652.The dynamic height is computed by dividing the NAVD 88
 JZ0652.geopotential number by the normal gravity value computed on the
 JZ0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0652.degrees latitude (g = 980.6199 gals.).
 JZ0652
 JZ0652.The modeled gravity was interpolated from observed gravity values.
 JZ0652
 JZ0652;                    North         East    Units  Estimated Accuracy
 JZ0652;SPC KY1Z     - 1,303,170.    1,603,180.      MT  (+/- 180 meters Scaled)
 JZ0652
 JZ0652                          SUPERSEDED SURVEY CONTROL
 JZ0652
 JZ0652  NGVD 29 (??/??/92)  210.721  (m)          691.34   (f) ADJ UNCH    1 2
 JZ0652
 JZ0652.Superseded values are not recommended for survey control.
 JZ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0652.See file dsdata.txt to determine how the superseded data were derived.
 JZ0652
 JZ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ112261(NAD 83)
 JZ0652_MARKER: DB = BENCH MARK DISK
 JZ0652_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0652_SP_SET: HEADWALL OF CULVERT
 JZ0652_STAMPING: L 142 1949
 JZ0652_MARK LOGO: CGS   
 JZ0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0652+STABILITY: SURFACE MOTION
 JZ0652
 JZ0652  HISTORY     - Date     Condition        Report By
 JZ0652  HISTORY     - 1949     MONUMENTED       CGS
 JZ0652  HISTORY     - 1985     GOOD             NGS
 JZ0652
 JZ0652                          STATION DESCRIPTION
 JZ0652
 JZ0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JZ0652'2.8 MI S FROM LUDLOW.
 JZ0652'2.8 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JZ0652'AT LUDLOW, ABOUT 0.15 MILE NORTH OF MILE POST 6, ABOUT 93 YARDS
 JZ0652'SOUTH OF BLOCK SIGNAL 5.7, IN THE TOP AND NORTH END OF THE EAST
 JZ0652'HEADWALL OF A 2 FOOT CONCRETE CULVERT, ABOUT 55 YARDS NORTH OF A
 JZ0652'SIMILAR CULVERT, ABOUT 50 YARDS SOUTH OF THE NORTH END OF CURVE
 JZ0652'AND AT THE OUTSIDE OF THE CURVE AND 2 FEET BELOW THE LEVEL OF
 JZ0652'THE TRACK.
 JZ0652
 JZ0652                          STATION RECOVERY (1985)
 JZ0652
 JZ0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0652'RECOVERED IN GOOD CONDITION, THE 1949 DESCRIPTION IS ADEQUATE EXCEPT
 JZ0652'THE SOUTHERN RAILWAY STATION IN LUDLOW HAS BEEN RAZED.  NOTE-NOT
 JZ0652'LEVELED TO BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0676 ***********************************************************************
 HZ0676  DESIGNATION -  L 143
 HZ0676  PID         -  HZ0676
 HZ0676  STATE/COUNTY-  KY/KENTON
 HZ0676  USGS QUAD   -  WALTON (1984)
 HZ0676
 HZ0676                         *CURRENT SURVEY CONTROL
 HZ0676  ___________________________________________________________________
 HZ0676* NAD 83(1986)-  38 49 28.     (N)    084 35 21.     (W)     SCALED    
 HZ0676* NAVD 88     -       282.367  (meters)     926.40   (feet)  ADJUSTED  
 HZ0676  ___________________________________________________________________
 HZ0676  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0676  DYNAMIC HT  -         282.184 (meters)     925.80  (feet)  COMP
 HZ0676  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 HZ0676
 HZ0676  VERT ORDER  -  FIRST     CLASS II
 HZ0676
 HZ0676.The horizontal coordinates were scaled from a topographic map and have
 HZ0676.an estimated accuracy of +/- 6 seconds.
 HZ0676
 HZ0676.The orthometric height was determined by differential leveling
 HZ0676.and adjusted by the National Geodetic Survey in June 1991..
 HZ0676.WARNING-Repeat measurements at this control monument indicate possible
 HZ0676.vertical movement.
 HZ0676
 HZ0676.The geoid height was determined by GEOID03.
 HZ0676
 HZ0676.The dynamic height is computed by dividing the NAVD 88
 HZ0676.geopotential number by the normal gravity value computed on the
 HZ0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0676.degrees latitude (g = 980.6199 gals.).
 HZ0676
 HZ0676.The modeled gravity was interpolated from observed gravity values.
 HZ0676
 HZ0676;                    North         East    Units  Estimated Accuracy
 HZ0676;SPC KY1Z     - 1,277,110.    1,600,810.      MT  (+/- 180 meters Scaled)
 HZ0676
 HZ0676                          SUPERSEDED SURVEY CONTROL
 HZ0676
 HZ0676  NGVD 29 (??/??/92)  282.556  (m)          927.02   (f) ADJ UNCH    1 2
 HZ0676
 HZ0676.Superseded values are not recommended for survey control.
 HZ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0676.See file dsdata.txt to determine how the superseded data were derived.
 HZ0676
 HZ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ092000(NAD 83)
 HZ0676_MARKER: DB = BENCH MARK DISK
 HZ0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0676_SP_SET: CONCRETE POST
 HZ0676_STAMPING: L 143 1949
 HZ0676_MARK LOGO: CGS   
 HZ0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0676+STABILITY: SURFACE MOTION
 HZ0676
 HZ0676  HISTORY     - Date     Condition        Report By
 HZ0676  HISTORY     - 1949     MONUMENTED       CGS
 HZ0676  HISTORY     - 1964     GOOD             NGS
 HZ0676  HISTORY     - 1965     GOOD             NGS
 HZ0676  HISTORY     - 1985     GOOD             NGS
 HZ0676
 HZ0676                          STATION DESCRIPTION
 HZ0676
 HZ0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0676'3.5 MI S FROM WALTON.
 HZ0676'3.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0676'WALTON, AT MILE POST 24, 67 FEET EAST-NORTHEAST AND ACROSS
 HZ0676'TRACKS FROM MILE POST 24, 30 1/2 FEET WEST OF THE CENTERLINE
 HZ0676'OF U.S. HIGHWAY 25, 25.6 FEET EAST OF THE EAST RAIL OF THE
 HZ0676'RAILROAD TRACK, 14 FEET SOUTHWEST OF A POWER LINE POLE, 10 FEET
 HZ0676'WEST-NORTHWEST OF A GUY POLE, 16 FEET EAST OF A TELEPHONE POLE.
 HZ0676'IT IS ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 HZ0676'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HZ0676
 HZ0676                          STATION RECOVERY (1965)
 HZ0676
 HZ0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HZ0676'RECOVERED IN GOOD CONDITION.
 HZ0676
 HZ0676                          STATION RECOVERY (1985)
 HZ0676
 HZ0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0300 ***********************************************************************
 HZ0300  DESIGNATION -  L 144
 HZ0300  PID         -  HZ0300
 HZ0300  STATE/COUNTY-  KY/FAYETTE
 HZ0300  USGS QUAD   -  GEORGETOWN (1993)
 HZ0300
 HZ0300                         *CURRENT SURVEY CONTROL
 HZ0300  ___________________________________________________________________
 HZ0300* NAD 83(1986)-  38 08 58.     (N)    084 32 10.     (W)     SCALED    
 HZ0300* NAVD 88     -       270.034  (meters)     885.94   (feet)  ADJUSTED  
 HZ0300  ___________________________________________________________________
 HZ0300  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ0300  DYNAMIC HT  -         269.838 (meters)     885.29  (feet)  COMP
 HZ0300  MODELED GRAV-     979,893.9   (mgal)                       NAVD 88
 HZ0300
 HZ0300  VERT ORDER  -  FIRST     CLASS II
 HZ0300
 HZ0300.The horizontal coordinates were scaled from a topographic map and have
 HZ0300.an estimated accuracy of +/- 6 seconds.
 HZ0300
 HZ0300.The orthometric height was determined by differential leveling
 HZ0300.and adjusted by the National Geodetic Survey in June 1991..
 HZ0300
 HZ0300.The geoid height was determined by GEOID03.
 HZ0300
 HZ0300.The dynamic height is computed by dividing the NAVD 88
 HZ0300.geopotential number by the normal gravity value computed on the
 HZ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0300.degrees latitude (g = 980.6199 gals.).
 HZ0300
 HZ0300.The modeled gravity was interpolated from observed gravity values.
 HZ0300
 HZ0300;                    North         East    Units  Estimated Accuracy
 HZ0300;SPC KY1Z     - 1,202,250.    1,606,390.      MT  (+/- 180 meters Scaled)
 HZ0300
 HZ0300                          SUPERSEDED SURVEY CONTROL
 HZ0300
 HZ0300  NGVD 29 (??/??/92)  270.198  (m)          886.47   (f) ADJ UNCH    1 2
 HZ0300
 HZ0300.Superseded values are not recommended for survey control.
 HZ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0300.See file dsdata.txt to determine how the superseded data were derived.
 HZ0300
 HZ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH158252(NAD 83)
 HZ0300_MARKER: DB = BENCH MARK DISK
 HZ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0300_STAMPING: L 144 1949 886.475
 HZ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0300+STABILITY: SURFACE MOTION
 HZ0300
 HZ0300  HISTORY     - Date     Condition        Report By
 HZ0300  HISTORY     - 1949     MONUMENTED       CGS
 HZ0300  HISTORY     - 1960     GOOD             NGS
 HZ0300
 HZ0300                          STATION DESCRIPTION
 HZ0300
 HZ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0300'AT DONERAIL.
 HZ0300'AT DONERAIL, ALONG THE SOUTHERN RAILWAY, 138 FEET WEST AND
 HZ0300'ACROSS THE TRACK FROM THE NORTHWEST CORNER OF THE STATION, 96
 HZ0300'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST MAIN TRACK,
 HZ0300'13 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF A
 HZ0300'FENCE LINE, 112 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 HZ0300'CROSSING OF AN EAST-WEST BLACK TOP ROAD AND THE SOUTHWEST
 HZ0300'TRACK, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HZ0300'LEVEL WITH THE TRACKS AND SET IN THE TOP OF A CONCRETE POST
 HZ0300'PROJECTING 5 INCHES.
 HZ0300
 HZ0300                          STATION RECOVERY (1960)
 HZ0300
 HZ0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HZ0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1124 ***********************************************************************
 HZ1124  DESIGNATION -  L 146
 HZ1124  PID         -  HZ1124
 HZ1124  STATE/COUNTY-  KY/SHELBY
 HZ1124  USGS QUAD   -  WADDY (1984)
 HZ1124
 HZ1124                         *CURRENT SURVEY CONTROL
 HZ1124  ___________________________________________________________________
 HZ1124* NAD 83(1986)-  38 13 44.     (N)    085 01 09.     (W)     SCALED    
 HZ1124* NAVD 88     -       223.179  (meters)     732.21   (feet)  ADJUSTED  
 HZ1124  ___________________________________________________________________
 HZ1124  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ1124  DYNAMIC HT  -         223.021 (meters)     731.69  (feet)  COMP
 HZ1124  MODELED GRAV-     979,916.3   (mgal)                       NAVD 88
 HZ1124
 HZ1124  VERT ORDER  -  FIRST     CLASS II
 HZ1124
 HZ1124.The horizontal coordinates were scaled from a topographic map and have
 HZ1124.an estimated accuracy of +/- 6 seconds.
 HZ1124
 HZ1124.The orthometric height was determined by differential leveling
 HZ1124.and adjusted by the National Geodetic Survey in June 1991..
 HZ1124
 HZ1124.The geoid height was determined by GEOID03.
 HZ1124
 HZ1124.The dynamic height is computed by dividing the NAVD 88
 HZ1124.geopotential number by the normal gravity value computed on the
 HZ1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1124.degrees latitude (g = 980.6199 gals.).
 HZ1124
 HZ1124.The modeled gravity was interpolated from observed gravity values.
 HZ1124
 HZ1124;                    North         East    Units  Estimated Accuracy
 HZ1124;SPC KY1Z     - 1,210,630.    1,563,990.      MT  (+/- 180 meters Scaled)
 HZ1124
 HZ1124                          SUPERSEDED SURVEY CONTROL
 HZ1124
 HZ1124  NGVD 29 (??/??/92)  223.335  (m)          732.72   (f) ADJ UNCH    1 2
 HZ1124
 HZ1124.Superseded values are not recommended for survey control.
 HZ1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1124.See file dsdata.txt to determine how the superseded data were derived.
 HZ1124
 HZ1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH733330(NAD 83)
 HZ1124_MARKER: DB = BENCH MARK DISK
 HZ1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1124_STAMPING: L 146 1949
 HZ1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1124+STABILITY: SURFACE MOTION
 HZ1124
 HZ1124  HISTORY     - Date     Condition        Report By
 HZ1124  HISTORY     - 1949     MONUMENTED       CGS
 HZ1124
 HZ1124                          STATION DESCRIPTION
 HZ1124
 HZ1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1124'6.8 MI SE FROM CHRISTIANBURG.
 HZ1124'ABOUT 6.75 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1124'RAILROAD FROM THE STATION AT CHRISTIANBURG, ABOUT 0.6 MILE
 HZ1124'NORTHWEST OF THE POST OFFICE AT HATTON, AT A PRIVATE ROAD CROSSING,
 HZ1124'ABOUT 0.1 MILE NORTHWEST OF MILE POST 56, 43 FEET NORTH-NORTHEAST
 HZ1124'OF THE CENTER OF THE CROSSING, 33 FEET NORTH OF THE NORTH RAIL
 HZ1124'OF THE MAIN TRACK, 13 FEET EAST OF THE CENTER LINE OF THE PRIVATE
 HZ1124'ROAD, 29 FEET NORTH-NORTHEAST OF THE EAST END OF A 12-INCH PIPE
 HZ1124'CULVERT UNDER PRIVATE ROAD, 1 1/2 FEET SOUTH OF A FENCE CORNER,
 HZ1124'1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE
 HZ1124'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 HZ1124'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0363 ***********************************************************************
 HZ0363  DESIGNATION -  L 147
 HZ0363  PID         -  HZ0363
 HZ0363  STATE/COUNTY-  KY/FRANKLIN
 HZ0363  USGS QUAD   -  SWITZER (1987)
 HZ0363
 HZ0363                         *CURRENT SURVEY CONTROL
 HZ0363  ___________________________________________________________________
 HZ0363* NAD 83(1986)-  38 15 34.     (N)    084 45 04.     (W)     SCALED    
 HZ0363* NAVD 88     -       218.683  (meters)     717.46   (feet)  ADJUSTED  
 HZ0363  ___________________________________________________________________
 HZ0363  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HZ0363  DYNAMIC HT  -         218.528 (meters)     716.95  (feet)  COMP
 HZ0363  MODELED GRAV-     979,913.9   (mgal)                       NAVD 88
 HZ0363
 HZ0363  VERT ORDER  -  FIRST     CLASS II
 HZ0363
 HZ0363.The horizontal coordinates were scaled from a topographic map and have
 HZ0363.an estimated accuracy of +/- 6 seconds.
 HZ0363
 HZ0363.The orthometric height was determined by differential leveling
 HZ0363.and adjusted by the National Geodetic Survey in June 1991..
 HZ0363
 HZ0363.The geoid height was determined by GEOID03.
 HZ0363
 HZ0363.The dynamic height is computed by dividing the NAVD 88
 HZ0363.geopotential number by the normal gravity value computed on the
 HZ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0363.degrees latitude (g = 980.6199 gals.).
 HZ0363
 HZ0363.The modeled gravity was interpolated from observed gravity values.
 HZ0363
 HZ0363;                    North         East    Units  Estimated Accuracy
 HZ0363;SPC KY1Z     - 1,214,230.    1,587,420.      MT  (+/- 180 meters Scaled)
 HZ0363
 HZ0363                          SUPERSEDED SURVEY CONTROL
 HZ0363
 HZ0363  NGVD 29 (??/??/92)  218.854  (m)          718.02   (f) ADJ UNCH    1 2
 HZ0363
 HZ0363.Superseded values are not recommended for survey control.
 HZ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0363.See file dsdata.txt to determine how the superseded data were derived.
 HZ0363
 HZ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH967369(NAD 83)
 HZ0363_MARKER: DB = BENCH MARK DISK
 HZ0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0363_SP_SET: ABUTMENT
 HZ0363_STAMPING: L 147 1949
 HZ0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0363
 HZ0363  HISTORY     - Date     Condition        Report By
 HZ0363  HISTORY     - 1949     MONUMENTED       CGS
 HZ0363
 HZ0363                          STATION DESCRIPTION
 HZ0363
 HZ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0363'4.4 MI SW FROM STAMPING GROUND.
 HZ0363'ABOUT 4.4 MILES SOUTHWEST ALONG THE FRANKFORT AND CINCINNATI
 HZ0363'RAILROAD FROM THE STATION AT STAMPING GROUND, ABOUT 4.15 MILES
 HZ0363'NORTHEAST OF THE STATION AT ELKHORN, ABOUT 0.4 MILE NORTHEAST
 HZ0363'OF THE STATION AT SWITZER, ABOUT 0.1 MILE NORTHEAST OF MILE POST
 HZ0363'F 9, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 HZ0363'CONCRETE ABUTMENT OF THE FIRST TRESTLE NORTHEAST OF SWITZER,
 HZ0363'3 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 1/2 FOOT
 HZ0363'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0620 ***********************************************************************
 HZ0620  DESIGNATION -  L 148
 HZ0620  PID         -  HZ0620
 HZ0620  STATE/COUNTY-  KY/GALLATIN
 HZ0620  USGS QUAD   -  PATRIOT (1994)
 HZ0620
 HZ0620                         *CURRENT SURVEY CONTROL
 HZ0620  ___________________________________________________________________
 HZ0620* NAD 83(1986)-  38 47 02.     (N)    084 51 12.     (W)     SCALED    
 HZ0620* NAVD 88     -       147.407  (meters)     483.62   (feet)  ADJUSTED  
 HZ0620  ___________________________________________________________________
 HZ0620  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0620  DYNAMIC HT  -         147.313 (meters)     483.31  (feet)  COMP
 HZ0620  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 HZ0620
 HZ0620  VERT ORDER  -  FIRST     CLASS II
 HZ0620
 HZ0620.The horizontal coordinates were scaled from a topographic map and have
 HZ0620.an estimated accuracy of +/- 6 seconds.
 HZ0620
 HZ0620.The orthometric height was determined by differential leveling
 HZ0620.and adjusted by the National Geodetic Survey in June 1991..
 HZ0620
 HZ0620.The geoid height was determined by GEOID03.
 HZ0620
 HZ0620.The dynamic height is computed by dividing the NAVD 88
 HZ0620.geopotential number by the normal gravity value computed on the
 HZ0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0620.degrees latitude (g = 980.6199 gals.).
 HZ0620
 HZ0620.The modeled gravity was interpolated from observed gravity values.
 HZ0620
 HZ0620;                    North         East    Units  Estimated Accuracy
 HZ0620;SPC KY1Z     - 1,272,360.    1,577,910.      MT  (+/- 180 meters Scaled)
 HZ0620
 HZ0620                          SUPERSEDED SURVEY CONTROL
 HZ0620
 HZ0620  NGVD 29 (??/??/92)  147.604  (m)          484.26   (f) ADJ UNCH    1 2
 HZ0620
 HZ0620.Superseded values are not recommended for survey control.
 HZ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0620.See file dsdata.txt to determine how the superseded data were derived.
 HZ0620
 HZ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH864949(NAD 83)
 HZ0620_MARKER: DB = BENCH MARK DISK
 HZ0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0620_STAMPING: L 148 1949
 HZ0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0620+STABILITY: SURFACE MOTION
 HZ0620
 HZ0620  HISTORY     - Date     Condition        Report By
 HZ0620  HISTORY     - 1949     MONUMENTED       CGS
 HZ0620  HISTORY     - 1964     GOOD             NGS
 HZ0620  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 HZ0620
 HZ0620                          STATION DESCRIPTION
 HZ0620
 HZ0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0620'2.7 MI E FROM WARSAW.
 HZ0620'2.7 MILES EAST ALONG U.S. HIGHWAY 42 FROM THE COURT HOUSE AT
 HZ0620'WARSAW, AT A LOW UNPAINTED FRAME HOUSE SOUTH OF THE HIGHWAY
 HZ0620'OWNED BY MRS. BEALL, 98.5 FEET SOUTH AND ACROSS DRIVEWAY FROM
 HZ0620'THE CENTER LINE OF THE HIGHWAY, 53.5 FEET NORTH-NORTHWEST OF THE
 HZ0620'NORTHWEST CORNER OF THE HOUSE, 36.5 FEET SOUTHEAST OF A 26-INCH
 HZ0620'ELM TREE, 19 FEET SOUTHWEST OF THE CENTER LINE OF DRIVEWAY
 HZ0620'SOUTHEAST TO THE HOUSE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS
 HZ0620'POST, ABOUT 7 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 HZ0620'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0620
 HZ0620                          STATION RECOVERY (1964)
 HZ0620
 HZ0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0620'RECOVERED IN GOOD CONDITION.
 HZ0620
 HZ0620                          STATION RECOVERY (1997)
 HZ0620
 HZ0620'RECOVERY NOTE BY US POWER SQUADRON 1997
 HZ0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0051 ***********************************************************************
 GB0051  DESIGNATION -  L 149
 GB0051  PID         -  GB0051
 GB0051  STATE/COUNTY-  KY/MCCREARY
 GB0051  USGS QUAD   -  WIBORG (1981)
 GB0051
 GB0051                         *CURRENT SURVEY CONTROL
 GB0051  ___________________________________________________________________
 GB0051* NAD 83(1986)-  36 49 28.     (N)    084 29 20.     (W)     SCALED    
 GB0051* NAVD 88     -       372.693  (meters)    1222.74   (feet)  ADJUSTED  
 GB0051  ___________________________________________________________________
 GB0051  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GB0051  DYNAMIC HT  -         372.399 (meters)    1221.78  (feet)  COMP
 GB0051  MODELED GRAV-     979,829.3   (mgal)                       NAVD 88
 GB0051
 GB0051  VERT ORDER  -  FIRST     CLASS I
 GB0051
 GB0051.The horizontal coordinates were scaled from a topographic map and have
 GB0051.an estimated accuracy of +/- 6 seconds.
 GB0051
 GB0051.The orthometric height was determined by differential leveling
 GB0051.and adjusted by the National Geodetic Survey in June 1991..
 GB0051
 GB0051.The geoid height was determined by GEOID03.
 GB0051
 GB0051.The dynamic height is computed by dividing the NAVD 88
 GB0051.geopotential number by the normal gravity value computed on the
 GB0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0051.degrees latitude (g = 980.6199 gals.).
 GB0051
 GB0051.The modeled gravity was interpolated from observed gravity values.
 GB0051
 GB0051;                    North         East    Units  Estimated Accuracy
 GB0051;SPC KY1Z     - 1,055,270.    1,612,520.      MT  (+/- 180 meters Scaled)
 GB0051
 GB0051                          SUPERSEDED SURVEY CONTROL
 GB0051
 GB0051  NGVD 29 (??/??/92)  372.841  (m)         1223.23   (f) ADJ UNCH    1 1
 GB0051
 GB0051.Superseded values are not recommended for survey control.
 GB0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0051.See file dsdata.txt to determine how the superseded data were derived.
 GB0051
 GB0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF239783(NAD 83)
 GB0051_MARKER: DB = BENCH MARK DISK
 GB0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0051_STAMPING: L 149 1950 1223.229
 GB0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0051+STABILITY: SURFACE MOTION
 GB0051
 GB0051  HISTORY     - Date     Condition        Report By
 GB0051  HISTORY     - 1950     MONUMENTED       CGS
 GB0051  HISTORY     - 1968     GOOD             NGS
 GB0051
 GB0051                          STATION DESCRIPTION
 GB0051
 GB0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0051'1.7 MI S FROM PARKERS LAKE.
 GB0051'ABOUT 1.4 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0051'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, THENCE 0.3 MILE
 GB0051'NORTHWEST ALONG A PRIVATE TRAIL ROAD, 21 FEET NORTH OF THE
 GB0051'CENTERLINE OF THE ROAD, 33 FEET SOUTHEAST OF THE CENTERLINE OF
 GB0051'AN ABANDONED RAILROAD GRADE, 49 FEET NORTH AND ACROSS THE ROAD
 GB0051'FROM THE MORE NORTHEASTERLY OF TWO 20-INCH PINE TREES, 1.3 FEET
 GB0051'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT
 GB0051'1 FOOT ABOVE THE LEVEL OF THE RAILROAD GRADE, AND SET IN THE TOP
 GB0051'OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1989 ***********************************************************************
 GY1989  DESIGNATION -  L 15
 GY1989  PID         -  GY1989
 GY1989  STATE/COUNTY-  KY/PERRY
 GY1989  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1989
 GY1989                         *CURRENT SURVEY CONTROL
 GY1989  ___________________________________________________________________
 GY1989* NAD 83(1986)-  37 12 28.     (N)    083 07 53.     (W)     SCALED    
 GY1989* NAVD 88     -       273.139  (meters)     896.12   (feet)  ADJUSTED  
 GY1989  ___________________________________________________________________
 GY1989  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY1989  DYNAMIC HT  -         272.919 (meters)     895.40  (feet)  COMP
 GY1989  MODELED GRAV-     979,819.1   (mgal)                       NAVD 88
 GY1989
 GY1989  VERT ORDER  -  FIRST     CLASS II
 GY1989
 GY1989.The horizontal coordinates were scaled from a topographic map and have
 GY1989.an estimated accuracy of +/- 6 seconds.
 GY1989
 GY1989.The orthometric height was determined by differential leveling
 GY1989.and adjusted by the National Geodetic Survey in June 1991..
 GY1989
 GY1989.The geoid height was determined by GEOID03.
 GY1989
 GY1989.The dynamic height is computed by dividing the NAVD 88
 GY1989.geopotential number by the normal gravity value computed on the
 GY1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1989.degrees latitude (g = 980.6199 gals.).
 GY1989
 GY1989.The modeled gravity was interpolated from observed gravity values.
 GY1989
 GY1989;                    North         East    Units  Estimated Accuracy
 GY1989;SPC KY1Z     - 1,100,310.    1,732,410.      MT  (+/- 180 meters Scaled)
 GY1989
 GY1989                          SUPERSEDED SURVEY CONTROL
 GY1989
 GY1989  NGVD 29 (??/??/92)  273.300  (m)          896.65   (f) ADJ UNCH    1 2
 GY1989
 GY1989.Superseded values are not recommended for survey control.
 GY1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1989.See file dsdata.txt to determine how the superseded data were derived.
 GY1989
 GY1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB108200(NAD 83)
 GY1989_MARKER: DB = BENCH MARK DISK
 GY1989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1989_SP_SET: BRIDGE
 GY1989_STAMPING: L 15 1930 896.655
 GY1989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1989
 GY1989  HISTORY     - Date     Condition        Report By
 GY1989  HISTORY     - 1930     MONUMENTED       CGS
 GY1989  HISTORY     - 1952     GOOD             NGS
 GY1989  HISTORY     - 1956     POOR             NGS
 GY1989
 GY1989                          STATION DESCRIPTION
 GY1989
 GY1989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY1989'AT JEFF.
 GY1989'AT JEFF, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, SET IN
 GY1989'THE TOP OF THE NORTHWEST END OF NORTHEAST CONCRETE ABUTMENT OF
 GY1989'BRIDGE NO. 102 OVER NORTH FORK OF KENTUCKY RIVER, 6 1/2 FEET
 GY1989'NORTHWEST OF NORTHWEST RAIL AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 GY1989'TRACK.
 GY1989
 GY1989                          STATION RECOVERY (1956)
 GY1989
 GY1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1989'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1074 ***********************************************************************
 JZ1074  DESIGNATION -  L 15
 JZ1074  PID         -  JZ1074
 JZ1074  STATE/COUNTY-  KY/BOONE
 JZ1074  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ1074
 JZ1074                         *CURRENT SURVEY CONTROL
 JZ1074  ___________________________________________________________________
 JZ1074* NAD 83(1986)-  39 05 16.     (N)    084 48 16.     (W)     SCALED    
 JZ1074* NAVD 88     -       236.622  (meters)     776.32   (feet)  ADJUSTED  
 JZ1074  ___________________________________________________________________
 JZ1074  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ1074  DYNAMIC HT  -         236.476 (meters)     775.84  (feet)  COMP
 JZ1074  MODELED GRAV-     980,006.6   (mgal)                       NAVD 88
 JZ1074
 JZ1074  VERT ORDER  -  SECOND    CLASS 0
 JZ1074
 JZ1074.The horizontal coordinates were scaled from a topographic map and have
 JZ1074.an estimated accuracy of +/- 6 seconds.
 JZ1074
 JZ1074.The orthometric height was determined by differential leveling
 JZ1074.and adjusted by the National Geodetic Survey in June 1991..
 JZ1074
 JZ1074.The geoid height was determined by GEOID03.
 JZ1074
 JZ1074.The dynamic height is computed by dividing the NAVD 88
 JZ1074.geopotential number by the normal gravity value computed on the
 JZ1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1074.degrees latitude (g = 980.6199 gals.).
 JZ1074
 JZ1074.The modeled gravity was interpolated from observed gravity values.
 JZ1074
 JZ1074;                    North         East    Units  Estimated Accuracy
 JZ1074;SPC KY1Z     - 1,306,140.    1,581,820.      MT  (+/- 180 meters Scaled)
 JZ1074
 JZ1074                          SUPERSEDED SURVEY CONTROL
 JZ1074
 JZ1074  NGVD 29 (??/??/92)  236.834  (m)          777.01   (f) ADJ UNCH    2 0
 JZ1074
 JZ1074.Superseded values are not recommended for survey control.
 JZ1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1074.See file dsdata.txt to determine how the superseded data were derived.
 JZ1074
 JZ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ898288(NAD 83)
 JZ1074_MARKER: B = BOLT
 JZ1074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1074_SP_SET: LOCUST TREE
 JZ1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1074
 JZ1074  HISTORY     - Date     Condition        Report By
 JZ1074  HISTORY     - UNK      MONUMENTED       KYHD
 JZ1074  HISTORY     - 1964     GOOD             PAS
 JZ1074
 JZ1074                          STATION DESCRIPTION
 JZ1074
 JZ1074'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1074'0.9 MI NW FROM IDLEWILD.
 JZ1074'5.9 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JZ1074'HEBRON TO A GRAVEL ROAD RIGHT AT TOP OF HILL, THENCE ABOUT 0.8
 JZ1074'MILE NORTH ALONG GRAVEL ROAD, ABOUT 80 YARDS SOUTHEAST OF A FARM
 JZ1074'ROAD LEADING NORTH, 17 FEET NORTH OF THE CENTER OF GRAVEL ROAD, 1/2
 JZ1074'FOOT SOUTH OF WIRE FENCE AND ABOUT 4 FEET HIGHER THAN ROAD.  A
 JZ1074'1/2 INCH LAG BOLT AND WASHER DRIVEN IN THE WEST ROOT OF A 24-INCH
 JZ1074'LOCUST TREE IN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0140 ***********************************************************************
 HZ0140  DESIGNATION -  L 150
 HZ0140  PID         -  HZ0140
 HZ0140  STATE/COUNTY-  KY/CLARK
 HZ0140  USGS QUAD   -  AUSTERLITZ (1965)
 HZ0140
 HZ0140                         *CURRENT SURVEY CONTROL
 HZ0140  ___________________________________________________________________
 HZ0140* NAD 83(1986)-  38 00 34.     (N)    084 11 42.     (W)     SCALED    
 HZ0140* NAVD 88     -       296.741  (meters)     973.56   (feet)  ADJUSTED  
 HZ0140  ___________________________________________________________________
 HZ0140  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HZ0140  DYNAMIC HT  -         296.521 (meters)     972.84  (feet)  COMP
 HZ0140  MODELED GRAV-     979,881.0   (mgal)                       NAVD 88
 HZ0140
 HZ0140  VERT ORDER  -  FIRST     CLASS II
 HZ0140
 HZ0140.The horizontal coordinates were scaled from a topographic map and have
 HZ0140.an estimated accuracy of +/- 6 seconds.
 HZ0140
 HZ0140.The orthometric height was determined by differential leveling
 HZ0140.and adjusted by the National Geodetic Survey in June 1991..
 HZ0140.WARNING-Repeat measurements at this control monument indicate possible
 HZ0140.vertical movement.
 HZ0140
 HZ0140.The geoid height was determined by GEOID03.
 HZ0140
 HZ0140.The dynamic height is computed by dividing the NAVD 88
 HZ0140.geopotential number by the normal gravity value computed on the
 HZ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0140.degrees latitude (g = 980.6199 gals.).
 HZ0140
 HZ0140.The modeled gravity was interpolated from observed gravity values.
 HZ0140
 HZ0140;                    North         East    Units  Estimated Accuracy
 HZ0140;SPC KY1Z     - 1,187,160.    1,636,540.      MT  (+/- 180 meters Scaled)
 HZ0140
 HZ0140                          SUPERSEDED SURVEY CONTROL
 HZ0140
 HZ0140  NGVD 29 (??/??/92)  296.897  (m)          974.07   (f) ADJ UNCH    1 2
 HZ0140
 HZ0140.Superseded values are not recommended for survey control.
 HZ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0140.See file dsdata.txt to determine how the superseded data were derived.
 HZ0140
 HZ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH462105(NAD 83)
 HZ0140_MARKER: DB = BENCH MARK DISK
 HZ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0140_STAMPING: L 150 1949 974.070
 HZ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0140+STABILITY: SURFACE MOTION
 HZ0140
 HZ0140  HISTORY     - Date     Condition        Report By
 HZ0140  HISTORY     - 1949     MONUMENTED       CGS
 HZ0140  HISTORY     - 1963     GOOD             NGS
 HZ0140
 HZ0140                          STATION DESCRIPTION
 HZ0140
 HZ0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0140'1.6 MI NW FROM WINCHESTER.
 HZ0140'ABOUT 1.55 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ0140'RAILROAD FROM THE STATION AT WINCHESTER, ABOUT 238 YARDS NORTHWEST
 HZ0140'OF MILE POST 113, AT THE NORTHWEST END OF ROCKY CUT, 45 FEET
 HZ0140'SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT NORTHEAST OF A FENCE
 HZ0140'LINE, 90 FEET SOUTHEAST ALONG FENCE LINE FROM ITS CROSSING OF A
 HZ0140'DITCH, 107 FEET NORTHWEST OF A FENCE CORNER, 2 FEET SOUTHEAST
 HZ0140'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND
 HZ0140'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0140
 HZ0140                          STATION RECOVERY (1963)
 HZ0140
 HZ0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0802 ***********************************************************************
 GZ0802  DESIGNATION -  L 151
 GZ0802  PID         -  GZ0802
 GZ0802  STATE/COUNTY-  KY/PULASKI
 GZ0802  USGS QUAD   -  SCIENCE HILL (1961)
 GZ0802
 GZ0802                         *CURRENT SURVEY CONTROL
 GZ0802  ___________________________________________________________________
 GZ0802* NAD 83(1986)-  37 09 14.     (N)    084 38 04.     (W)     SCALED    
 GZ0802* NAVD 88     -       341.701  (meters)    1121.06   (feet)  ADJUSTED  
 GZ0802  ___________________________________________________________________
 GZ0802  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GZ0802  DYNAMIC HT  -         341.434 (meters)    1120.19  (feet)  COMP
 GZ0802  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 GZ0802
 GZ0802  VERT ORDER  -  FIRST     CLASS II
 GZ0802
 GZ0802.The horizontal coordinates were scaled from a topographic map and have
 GZ0802.an estimated accuracy of +/- 6 seconds.
 GZ0802
 GZ0802.The orthometric height was determined by differential leveling
 GZ0802.and adjusted by the National Geodetic Survey in June 1991..
 GZ0802
 GZ0802.The geoid height was determined by GEOID03.
 GZ0802
 GZ0802.The dynamic height is computed by dividing the NAVD 88
 GZ0802.geopotential number by the normal gravity value computed on the
 GZ0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0802.degrees latitude (g = 980.6199 gals.).
 GZ0802
 GZ0802.The modeled gravity was interpolated from observed gravity values.
 GZ0802
 GZ0802;                    North         East    Units  Estimated Accuracy
 GZ0802;SPC KY1Z     - 1,091,660.    1,599,090.      MT  (+/- 180 meters Scaled)
 GZ0802
 GZ0802                          SUPERSEDED SURVEY CONTROL
 GZ0802
 GZ0802  NGVD 29 (??/??/92)  341.853  (m)         1121.56   (f) ADJ UNCH    1 2
 GZ0802
 GZ0802.Superseded values are not recommended for survey control.
 GZ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0802.See file dsdata.txt to determine how the superseded data were derived.
 GZ0802
 GZ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG100145(NAD 83)
 GZ0802_MARKER: DB = BENCH MARK DISK
 GZ0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0802_SP_SET: CONCRETE POST
 GZ0802_STAMPING: L 151 1950 1121.563
 GZ0802_MARK LOGO: CGS   
 GZ0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0802+STABILITY: SURFACE MOTION
 GZ0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0802+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 GZ0802
 GZ0802  HISTORY     - Date     Condition        Report By
 GZ0802  HISTORY     - 1950     MONUMENTED       CGS
 GZ0802  HISTORY     - 1958     GOOD             NGS
 GZ0802  HISTORY     - 1984     GOOD             NGS
 GZ0802  HISTORY     - 20050509 GOOD             KYDT
 GZ0802
 GZ0802                          STATION DESCRIPTION
 GZ0802
 GZ0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0802'1.7 MI S FROM SCIENCE HILL.
 GZ0802'ABOUT 1.7 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ0802'STATION AT SCIENCE HILL, AT A ROAD CROSSING, 130 FEET SOUTH OF
 GZ0802'THE CENTER OF THE CROSSING OF THE SMALL ROAD AND THE SOUTHWEST
 GZ0802'TRACK, 74 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT
 GZ0802'NORTHEAST OF A FENCE LINE, 123 FEET SOUTHEAST OF THE SOUTHEAST
 GZ0802'GATE POST OF GATE TO AN UNPAINTED 2-STORY FARM HOUSE, 77 FEET
 GZ0802'SOUTHEAST OF A 24-INCH MAPLE TREE IN FENCE LINE AND AT EAST
 GZ0802'CORNER OF HOUSE YARD, 2 FEET SOUTHEAST OF A WHITE WOODEN
 GZ0802'WITNESS POST, ABOUT 5 FEET BELOW THE TRACK AND SET IN THE TOP OF
 GZ0802'A CONCRETE POST PROJECTING 4 INCHES.
 GZ0802
 GZ0802                          STATION RECOVERY (1958)
 GZ0802
 GZ0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0802'RECOVERED IN GOOD CONDITION.
 GZ0802
 GZ0802                          STATION RECOVERY (1984)
 GZ0802
 GZ0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ0802'RECOVERED IN GOOD CONDITION.
 GZ0802
 GZ0802                          STATION RECOVERY (2005)
 GZ0802
 GZ0802'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0802'MARK IS ABOUT 61 YARDS SOUTHEAST OF SOUTHEAST GATE POST IN FENCE LINE,
 GZ0802'81.7 FEET SOUTHEAST OF A POWER POLE WITH TRANSFORMER, 1 FOOT NORTHEAST
 GZ0802'OF A CARSONIT WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0763 ***********************************************************************
 GZ0763  DESIGNATION -  L 152
 GZ0763  PID         -  GZ0763
 GZ0763  STATE/COUNTY-  KY/LINCOLN
 GZ0763  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0763
 GZ0763                         *CURRENT SURVEY CONTROL
 GZ0763  ___________________________________________________________________
 GZ0763* NAD 83(1986)-  37 28 31.     (N)    084 46 24.     (W)     SCALED    
 GZ0763* NAVD 88     -       292.343  (meters)     959.13   (feet)  ADJUSTED  
 GZ0763  ___________________________________________________________________
 GZ0763  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GZ0763  DYNAMIC HT  -         292.116 (meters)     958.38  (feet)  COMP
 GZ0763  MODELED GRAV-     979,844.9   (mgal)                       NAVD 88
 GZ0763
 GZ0763  VERT ORDER  -  FIRST     CLASS II
 GZ0763
 GZ0763.The horizontal coordinates were scaled from a topographic map and have
 GZ0763.an estimated accuracy of +/- 6 seconds.
 GZ0763
 GZ0763.The orthometric height was determined by differential leveling
 GZ0763.and adjusted by the National Geodetic Survey in June 1991..
 GZ0763
 GZ0763.The geoid height was determined by GEOID03.
 GZ0763
 GZ0763.The dynamic height is computed by dividing the NAVD 88
 GZ0763.geopotential number by the normal gravity value computed on the
 GZ0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0763.degrees latitude (g = 980.6199 gals.).
 GZ0763
 GZ0763.The modeled gravity was interpolated from observed gravity values.
 GZ0763
 GZ0763;                    North         East    Units  Estimated Accuracy
 GZ0763;SPC KY1Z     - 1,127,190.    1,586,380.      MT  (+/- 180 meters Scaled)
 GZ0763
 GZ0763                          SUPERSEDED SURVEY CONTROL
 GZ0763
 GZ0763  NGVD 29 (??/??/92)  292.489  (m)          959.61   (f) ADJ UNCH    1 2
 GZ0763
 GZ0763.Superseded values are not recommended for survey control.
 GZ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0763.See file dsdata.txt to determine how the superseded data were derived.
 GZ0763
 GZ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG968499(NAD 83)
 GZ0763_MARKER: DB = BENCH MARK DISK
 GZ0763_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0763_SP_SET: ROCK CUT
 GZ0763_STAMPING: L 152 1950 959.608
 GZ0763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0763+STABILITY: POSITION/ELEVATION WELL
 GZ0763
 GZ0763  HISTORY     - Date     Condition        Report By
 GZ0763  HISTORY     - 1950     MONUMENTED       CGS
 GZ0763  HISTORY     - 1958     GOOD             NGS
 GZ0763  HISTORY     - 1981     GOOD             KYDT
 GZ0763
 GZ0763                          STATION DESCRIPTION
 GZ0763
 GZ0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0763'1.6 MI N FROM MC KINNEY.
 GZ0763'ABOUT 1.65 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ0763'AT MC KINNEY, ABOUT 0.55 MILE SOUTH OF THE OVERPASS OVER STATE
 GZ0763'HIGHWAY 78, ABOUT 0.15 MILE NORTH OF A PRIVATE ROAD CROSSING, SET
 GZ0763'VERTICALLY IN THE FACE OF A 7 BY 4-FOOT ROCK IN A SHORT CUT, ABOUT
 GZ0763'500 FEET NORTH OF A 13-FOOT ARCH CULVERT UNDER TRACKS, 159 FEET
 GZ0763'NORTH OF SEMAPHORE SIGNAL NO. 129.9.  THE SEMAPHORE SIGNAL IS
 GZ0763'GONE, IT IS 0.2 MILE NORTH OF A SINGLE SIGNAL, AND 0.25 MILE
 GZ0763'NORTH OF A DOUBLE SIGNAL, AND 11 RAILS NORTH OF MILEPOST 130.
 GZ0763
 GZ0763                          STATION RECOVERY (1958)
 GZ0763
 GZ0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0763'RECOVERED IN GOOD CONDITION.
 GZ0763
 GZ0763                          STATION RECOVERY (1981)
 GZ0763
 GZ0763'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1282 ***********************************************************************
 GZ1282  DESIGNATION -  L 153
 GZ1282  PID         -  GZ1282
 GZ1282  STATE/COUNTY-  KY/BOYLE
 GZ1282  USGS QUAD   -  DANVILLE (1985)
 GZ1282
 GZ1282                         *CURRENT SURVEY CONTROL
 GZ1282  ___________________________________________________________________
 GZ1282* NAD 83(1986)-  37 42 09.     (N)    084 47 06.     (W)     SCALED    
 GZ1282* NAVD 88     -       266.043  (meters)     872.84   (feet)  ADJUSTED  
 GZ1282  ___________________________________________________________________
 GZ1282  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GZ1282  DYNAMIC HT  -         265.837 (meters)     872.17  (feet)  COMP
 GZ1282  MODELED GRAV-     979,849.9   (mgal)                       NAVD 88
 GZ1282
 GZ1282  VERT ORDER  -  FIRST     CLASS II
 GZ1282
 GZ1282.The horizontal coordinates were scaled from a topographic map and have
 GZ1282.an estimated accuracy of +/- 6 seconds.
 GZ1282
 GZ1282.The orthometric height was determined by differential leveling
 GZ1282.and adjusted by the National Geodetic Survey in June 1991..
 GZ1282
 GZ1282.The geoid height was determined by GEOID03.
 GZ1282
 GZ1282.The dynamic height is computed by dividing the NAVD 88
 GZ1282.geopotential number by the normal gravity value computed on the
 GZ1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1282.degrees latitude (g = 980.6199 gals.).
 GZ1282
 GZ1282.The modeled gravity was interpolated from observed gravity values.
 GZ1282
 GZ1282;                    North         East    Units  Estimated Accuracy
 GZ1282;SPC KY1Z     - 1,152,390.    1,585,090.      MT  (+/- 180 meters Scaled)
 GZ1282
 GZ1282                          SUPERSEDED SURVEY CONTROL
 GZ1282
 GZ1282  NGVD 29 (??/??/92)  266.196  (m)          873.34   (f) ADJ UNCH    1 2
 GZ1282
 GZ1282.Superseded values are not recommended for survey control.
 GZ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1282.See file dsdata.txt to determine how the superseded data were derived.
 GZ1282
 GZ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG952751(NAD 83)
 GZ1282_MARKER: DB = BENCH MARK DISK
 GZ1282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1282_SP_SET: UNDERPASS
 GZ1282_STAMPING: L 153 1950
 GZ1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1282
 GZ1282  HISTORY     - Date     Condition        Report By
 GZ1282  HISTORY     - 1950     MONUMENTED       CGS
 GZ1282  HISTORY     - 1958     MARK NOT FOUND   NGS
 GZ1282  HISTORY     - 1981     GOOD             KYDT
 GZ1282
 GZ1282                          STATION DESCRIPTION
 GZ1282
 GZ1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1282'4 MI NW FROM DANVILLE.
 GZ1282'ABOUT 3.4 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1282'STATION AT DANVILLE, THENCE ABOUT 0.6 MILE NORTHWEST ALONG THE
 GZ1282'LOUISVILLE BRANCH OF THE SOUTHERN RAILWAY, ABOUT 5.2 MILES
 GZ1282'SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GZ1282'HARRODSBURG, ABOUT 425 FEET NORTHWEST OF MILE POST 26, SET IN THE
 GZ1282'TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A CONCRETE
 GZ1282'FARM UNDERPASS, 6 FEET NORTHEAST OF THE NORTHEAST RAIL AND
 GZ1282'ABOUT LEVEL WITH THE TRACK.
 GZ1282
 GZ1282                          STATION RECOVERY (1958)
 GZ1282
 GZ1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1282'MARK NOT FOUND.
 GZ1282
 GZ1282                          STATION RECOVERY (1981)
 GZ1282
 GZ1282'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1223 ***********************************************************************
 GZ1223  DESIGNATION -  L 154
 GZ1223  PID         -  GZ1223
 GZ1223  STATE/COUNTY-  KY/FAYETTE
 GZ1223  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1223
 GZ1223                         *CURRENT SURVEY CONTROL
 GZ1223  ___________________________________________________________________
 GZ1223* NAD 83(1986)-  37 58 17.     (N)    084 32 24.     (W)     SCALED    
 GZ1223* NAVD 88     -       313.708  (meters)    1029.22   (feet)  ADJUSTED  
 GZ1223  ___________________________________________________________________
 GZ1223  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GZ1223  DYNAMIC HT  -         313.474 (meters)    1028.46  (feet)  COMP
 GZ1223  MODELED GRAV-     979,874.8   (mgal)                       NAVD 88
 GZ1223
 GZ1223  VERT ORDER  -  FIRST     CLASS II
 GZ1223
 GZ1223.The horizontal coordinates were scaled from a topographic map and have
 GZ1223.an estimated accuracy of +/- 6 seconds.
 GZ1223
 GZ1223.The orthometric height was determined by differential leveling
 GZ1223.and adjusted by the National Geodetic Survey in June 1991..
 GZ1223
 GZ1223.The geoid height was determined by GEOID03.
 GZ1223
 GZ1223.The dynamic height is computed by dividing the NAVD 88
 GZ1223.geopotential number by the normal gravity value computed on the
 GZ1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1223.degrees latitude (g = 980.6199 gals.).
 GZ1223
 GZ1223.The modeled gravity was interpolated from observed gravity values.
 GZ1223
 GZ1223;                    North         East    Units  Estimated Accuracy
 GZ1223;SPC KY1Z     - 1,182,490.    1,606,310.      MT  (+/- 180 meters Scaled)
 GZ1223
 GZ1223                          SUPERSEDED SURVEY CONTROL
 GZ1223
 GZ1223  NGVD 29 (??/??/92)  313.854  (m)         1029.70   (f) ADJ UNCH    1 2
 GZ1223
 GZ1223.Superseded values are not recommended for survey control.
 GZ1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1223.See file dsdata.txt to determine how the superseded data were derived.
 GZ1223
 GZ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH160054(NAD 83)
 GZ1223_MARKER: DB = BENCH MARK DISK
 GZ1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1223_STAMPING: L 154 1950 1029.703
 GZ1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1223+STABILITY: SURFACE MOTION
 GZ1223
 GZ1223  HISTORY     - Date     Condition        Report By
 GZ1223  HISTORY     - 1950     MONUMENTED       CGS
 GZ1223  HISTORY     - 1958     GOOD             NGS
 GZ1223  HISTORY     - 1984     MARK NOT FOUND   NGS
 GZ1223
 GZ1223                          STATION DESCRIPTION
 GZ1223
 GZ1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1223'5.2 MI S FROM LEXINGTON.
 GZ1223'ABOUT 5.25 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ1223'AT LEXINGTON, AT THE CROSSING OF A NARROW BLACK TOP ROAD, 60 1/2
 GZ1223'FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 43 1/2 FEET SOUTH OF
 GZ1223'THE CENTER LINE OF THE BLACK TOP ROAD, 23 FEET EAST OF THE
 GZ1223'CENTER LINE OF A ROAD SOUTH, 51 FEET SOUTH-SOUTHEAST OF THE CENTER
 GZ1223'OF THE BLACK TOP ROAD AT JUNCTION OF ROAD SOUTH, 35 FEET SOUTHWEST
 GZ1223'OF THE SOUTH END OF A 2-FOOT PIPE CULVERT UNDER BLACK TOP ROAD,
 GZ1223'5 1/2 FEET EAST OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE
 GZ1223'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 GZ1223'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1223
 GZ1223                          STATION RECOVERY (1958)
 GZ1223
 GZ1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1223'RECOVERED IN GOOD CONDITION.
 GZ1223
 GZ1223                          STATION RECOVERY (1984)
 GZ1223
 GZ1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ1223'NOT RECOVERED.  ASSUMED DESTROYED AS A NEW PIPE CULVERT IS AT MARK
 GZ1223'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0866 ***********************************************************************
 GZ0866  DESIGNATION -  L 155
 GZ0866  PID         -  GZ0866
 GZ0866  STATE/COUNTY-  KY/LINCOLN
 GZ0866  USGS QUAD   -  HALLS GAP (1987)
 GZ0866
 GZ0866                         *CURRENT SURVEY CONTROL
 GZ0866  ___________________________________________________________________
 GZ0866* NAD 83(1986)-  37 28 09.     (N)    084 37 57.     (W)     SCALED    
 GZ0866* NAVD 88     -       326.273  (meters)    1070.45   (feet)  ADJUSTED  
 GZ0866  ___________________________________________________________________
 GZ0866  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GZ0866  DYNAMIC HT  -         326.014 (meters)    1069.60  (feet)  COMP
 GZ0866  MODELED GRAV-     979,827.8   (mgal)                       NAVD 88
 GZ0866
 GZ0866  VERT ORDER  -  SECOND    CLASS 0
 GZ0866
 GZ0866.The horizontal coordinates were scaled from a topographic map and have
 GZ0866.an estimated accuracy of +/- 6 seconds.
 GZ0866
 GZ0866.The orthometric height was determined by differential leveling
 GZ0866.and adjusted by the National Geodetic Survey in June 1991..
 GZ0866
 GZ0866.The geoid height was determined by GEOID03.
 GZ0866
 GZ0866.The dynamic height is computed by dividing the NAVD 88
 GZ0866.geopotential number by the normal gravity value computed on the
 GZ0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0866.degrees latitude (g = 980.6199 gals.).
 GZ0866
 GZ0866.The modeled gravity was interpolated from observed gravity values.
 GZ0866
 GZ0866;                    North         East    Units  Estimated Accuracy
 GZ0866;SPC KY1Z     - 1,126,650.    1,598,850.      MT  (+/- 180 meters Scaled)
 GZ0866
 GZ0866                          SUPERSEDED SURVEY CONTROL
 GZ0866
 GZ0866  NGVD 29 (??/??/92)  326.406  (m)         1070.88   (f) ADJ UNCH    2 0
 GZ0866
 GZ0866.Superseded values are not recommended for survey control.
 GZ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0866.See file dsdata.txt to determine how the superseded data were derived.
 GZ0866
 GZ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG093495(NAD 83)
 GZ0866_MARKER: DB = BENCH MARK DISK
 GZ0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0866_STAMPING: L 155 1950 1070.884
 GZ0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0866+STABILITY: SURFACE MOTION
 GZ0866
 GZ0866  HISTORY     - Date     Condition        Report By
 GZ0866  HISTORY     - 1950     MONUMENTED       CGS
 GZ0866  HISTORY     - 1958     GOOD             NGS
 GZ0866  HISTORY     - 1981     MARK NOT FOUND   KYDT
 GZ0866
 GZ0866                          STATION DESCRIPTION
 GZ0866
 GZ0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0866'1 MI N FROM HALLS GAP.
 GZ0866'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE FAIRVIEW
 GZ0866'BAPTIST CHURCH AT HALLS GAP, AT THE JUNCTION OF A ROAD LEADING
 GZ0866'EAST AND NEAR THE BOTTOM OF A LONG STEEL HILL DESCENDING NORTH,
 GZ0866'ON THE OUTSIDE OF A CURVE WITH TANGENTS SOUTH AND NORTHWEST,
 GZ0866'45 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AT THE
 GZ0866'CENTER OF JUNCTION AND ROAD EAST, 16 FEET WEST OF THE CENTER
 GZ0866'OF A DRIVE TO A SMALL SAW MILL SITE, 9 1/2 FEET NORTHEAST OF A
 GZ0866'FENCE LINE, 11 FEET SOUTHEAST OF A 9-INCH BLACK LOCUST TREE,
 GZ0866'1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2
 GZ0866'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ0866'PROJECTING 6 INCHES.
 GZ0866
 GZ0866                          STATION RECOVERY (1958)
 GZ0866
 GZ0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0866'RECOVERED IN GOOD CONDITION.
 GZ0866
 GZ0866                          STATION RECOVERY (1981)
 GZ0866
 GZ0866'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2873 ***********************************************************************
 GY2873  DESIGNATION -  L 156
 GY2873  PID         -  GY2873
 GY2873  STATE/COUNTY-  KY/LEE
 GY2873  USGS QUAD   -  TALLEGA (1976)
 GY2873
 GY2873                         *CURRENT SURVEY CONTROL
 GY2873  ___________________________________________________________________
 GY2873* NAD 83(1986)-  37 33 52.     (N)    083 36 10.     (W)     SCALED    
 GY2873* NAVD 88     -       216.997  (meters)     711.93   (feet)  ADJUSTED  
 GY2873  ___________________________________________________________________
 GY2873  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GY2873  DYNAMIC HT  -         216.830 (meters)     711.38  (feet)  COMP
 GY2873  MODELED GRAV-     979,856.5   (mgal)                       NAVD 88
 GY2873
 GY2873  VERT ORDER  -  FIRST     CLASS II
 GY2873
 GY2873.The horizontal coordinates were scaled from a topographic map and have
 GY2873.an estimated accuracy of +/- 6 seconds.
 GY2873
 GY2873.The orthometric height was determined by differential leveling
 GY2873.and adjusted by the National Geodetic Survey in June 1991..
 GY2873
 GY2873.The geoid height was determined by GEOID03.
 GY2873
 GY2873.The dynamic height is computed by dividing the NAVD 88
 GY2873.geopotential number by the normal gravity value computed on the
 GY2873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2873.degrees latitude (g = 980.6199 gals.).
 GY2873
 GY2873.The modeled gravity was interpolated from observed gravity values.
 GY2873
 GY2873;                    North         East    Units  Estimated Accuracy
 GY2873;SPC KY1Z     - 1,138,810.    1,689,670.      MT  (+/- 180 meters Scaled)
 GY2873
 GY2873                          SUPERSEDED SURVEY CONTROL
 GY2873
 GY2873  NGVD 29 (??/??/92)  217.162  (m)          712.47   (f) ADJ UNCH    1 2
 GY2873
 GY2873.Superseded values are not recommended for survey control.
 GY2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2873.See file dsdata.txt to determine how the superseded data were derived.
 GY2873
 GY2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB701606(NAD 83)
 GY2873_MARKER: DB = BENCH MARK DISK
 GY2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2873_STAMPING: L 156 1950 712.472
 GY2873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2873+STABILITY: SURFACE MOTION
 GY2873
 GY2873  HISTORY     - Date     Condition        Report By
 GY2873  HISTORY     - 1950     MONUMENTED       CGS
 GY2873  HISTORY     - 1958     GOOD             NGS
 GY2873  HISTORY     - 20020722 MARK NOT FOUND   KYDT
 GY2873
 GY2873                          STATION DESCRIPTION
 GY2873
 GY2873'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2873'1 MI W FROM TALLEGA.
 GY2873'ABOUT 0.95 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY2873'FROM THE STATION AT TALLEGA, ABOUT 106 YARDS WEST OF MILE POST
 GY2873'183, ABOUT 0.3 MILE WEST OF THE OVERPASS OF THE TRACK OVER STATE
 GY2873'HIGHWAY 52, ABOUT 0.6 MILE EAST OF THE EAST END OF TYLER TUNNEL,
 GY2873'ABOUT 195 YARDS WEST OF THE WEST END OF A TRESTLE OVER MIDDLE
 GY2873'FORK KENTUCKY RIVER, 92 FEET SOUTH OF THE SOUTH RAIL, 1 1/2 FEET
 GY2873'NORTH OF A FENCE LINE, 12 1/2 FEET EAST OF THE EAST GATE POST
 GY2873'OF GATE IN FENCE LINE, ABOUT 162 YARDS EAST OF A PRIVATE ROAD
 GY2873'CROSSING, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GY2873'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GY2873'PROJECTING 3 INCHES.
 GY2873
 GY2873                          STATION RECOVERY (1958)
 GY2873
 GY2873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2873'RECOVERED IN GOOD CONDITION.
 GY2873
 GY2873                          STATION RECOVERY (2002)
 GY2873
 GY2873'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2852 ***********************************************************************
 GY2852  DESIGNATION -  L 157
 GY2852  PID         -  GY2852
 GY2852  STATE/COUNTY-  KY/LEE
 GY2852  USGS QUAD   -  ZACHARIAH (1966)
 GY2852
 GY2852                         *CURRENT SURVEY CONTROL
 GY2852  ___________________________________________________________________
 GY2852* NAD 83(1986)-  37 39 39.     (N)    083 41 49.     (W)     SCALED    
 GY2852* NAVD 88     -       336.937  (meters)    1105.43   (feet)  ADJUSTED  
 GY2852  ___________________________________________________________________
 GY2852  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GY2852  DYNAMIC HT  -         336.679 (meters)    1104.59  (feet)  COMP
 GY2852  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 GY2852
 GY2852  VERT ORDER  -  FIRST     CLASS II
 GY2852
 GY2852.The horizontal coordinates were scaled from a topographic map and have
 GY2852.an estimated accuracy of +/- 6 seconds.
 GY2852
 GY2852.The orthometric height was determined by differential leveling
 GY2852.and adjusted by the National Geodetic Survey in June 1991..
 GY2852
 GY2852.The geoid height was determined by GEOID03.
 GY2852
 GY2852.The dynamic height is computed by dividing the NAVD 88
 GY2852.geopotential number by the normal gravity value computed on the
 GY2852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2852.degrees latitude (g = 980.6199 gals.).
 GY2852
 GY2852.The modeled gravity was interpolated from observed gravity values.
 GY2852
 GY2852;                    North         East    Units  Estimated Accuracy
 GY2852;SPC KY1Z     - 1,149,320.    1,681,120.      MT  (+/- 180 meters Scaled)
 GY2852
 GY2852                          SUPERSEDED SURVEY CONTROL
 GY2852
 GY2852  NGVD 29 (??/??/92)  337.093  (m)         1105.95   (f) ADJ UNCH    1 2
 GY2852
 GY2852.Superseded values are not recommended for survey control.
 GY2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2852.See file dsdata.txt to determine how the superseded data were derived.
 GY2852
 GY2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB621716(NAD 83)
 GY2852_MARKER: DB = BENCH MARK DISK
 GY2852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2852_STAMPING: L 157 1950 1105.946
 GY2852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2852+STABILITY: SURFACE MOTION
 GY2852
 GY2852  HISTORY     - Date     Condition        Report By
 GY2852  HISTORY     - 1950     MONUMENTED       CGS
 GY2852  HISTORY     - 1958     GOOD             NGS
 GY2852
 GY2852                          STATION DESCRIPTION
 GY2852
 GY2852'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2852'2 MI S FROM ZOE.
 GY2852'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE CHURCH
 GY2852'OF GOD AT ZOE, ABOUT 0.4 MILE SOUTHWEST OF THE ASHLAND OIL AND
 GY2852'REFINERY COMPANY OFFICE, ABOUT 145 YARDS SOUTHWEST OF THE SOUTHWEST
 GY2852'END OF A STEEL FENCE AROUND GASOLINE STORAGE TANKS, ALONG A
 GY2852'SHORT EAST-WEST TANGENT IN HIGHWAY, 205 FEET WEST OF AN OLD WELL,
 GY2852'26 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6 FEET WEST
 GY2852'OF A 12-INCH PINE TREE, 12 1/2 FEET SOUTH OF THE CENTER LINE OF A
 GY2852'TRAIL LEADING TO OIL PUMPING STATION, 119 FEET WEST OF A 30-INCH
 GY2852'OAK TREE TO WHICH CABLES ARE FASTENED EXTENDING FROM OIL WELL,
 GY2852'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 GY2852'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GY2852'INCHES.
 GY2852
 GY2852                          STATION RECOVERY (1958)
 GY2852
 GY2852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3384 ***********************************************************************
 GY3384  DESIGNATION -  L 157 RESET
 GY3384  PID         -  GY3384
 GY3384  STATE/COUNTY-  KY/LEE
 GY3384  USGS QUAD   -  ZACHARIAH (1966)
 GY3384
 GY3384                         *CURRENT SURVEY CONTROL
 GY3384  ___________________________________________________________________
 GY3384* NAD 83(1986)-  37 39 39.     (N)    083 41 49.     (W)     SCALED    
 GY3384* NAVD 88     -       335.31   (meters)    1100.1    (feet)  RESET     
 GY3384  ___________________________________________________________________
 GY3384  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GY3384
 GY3384  VERT ORDER  -  THIRD
 GY3384
 GY3384.The horizontal coordinates were scaled from a topographic map and have
 GY3384.an estimated accuracy of +/- 6 seconds.
 GY3384
 GY3384.The orthometric height was computed from unverified reset data.
 GY3384.No vertical observational check was made to the station.
 GY3384
 GY3384.The geoid height was determined by GEOID03.
 GY3384
 GY3384;                    North         East    Units  Estimated Accuracy
 GY3384;SPC KY1Z     - 1,149,320.    1,681,120.      MT  (+/- 180 meters Scaled)
 GY3384
 GY3384                          SUPERSEDED SURVEY CONTROL
 GY3384
 GY3384  NGVD 29 (10/08/05)  335.46   (m)         1100.6    (f) RESET       3  
 GY3384
 GY3384.Superseded values are not recommended for survey control.
 GY3384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3384.See file dsdata.txt to determine how the superseded data were derived.
 GY3384
 GY3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB621716(NAD 83)
 GY3384_MARKER: DB = BENCH MARK DISK
 GY3384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3384_SP_SET: CONCRETE POST
 GY3384_STAMPING: L 157 RESET 1986
 GY3384_MARK LOGO: KYDT  
 GY3384_PROJECTION: PROJECTING 7 CENTIMETERS
 GY3384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3384+STABILITY: SURFACE MOTION
 GY3384
 GY3384  HISTORY     - Date     Condition        Report By
 GY3384  HISTORY     - 1986     MONUMENTED       KYDT
 GY3384
 GY3384                          STATION DESCRIPTION
 GY3384
 GY3384'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1986
 GY3384'3.2 KM (2.00 MI) SOUTH FROM ZOE.
 GY3384'2.0 MI SOUTH ALONG STATE ROUTE 11 FROM THE CHURCH OF GOD IN ZOE, 0.4
 GY3384'MI SOUTHWEST OF THE ASHLAND OIL COMPANY OFFICE, 147 FT NORTHWEST OF
 GY3384'THE CENTER OF ROUTE 11, 18 FT SOUTH OF A 16 INCH OAK TREE, 7 FT
 GY3384'NORTHEAST OF A DIRT TRAIL LEADING NORTHWEST, IN TOP OF A CONCRETE
 GY3384'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2817 ***********************************************************************
 GY2817  DESIGNATION -  L 158
 GY2817  PID         -  GY2817
 GY2817  STATE/COUNTY-  KY/POWELL
 GY2817  USGS QUAD   -  STANTON (1966)
 GY2817
 GY2817                         *CURRENT SURVEY CONTROL
 GY2817  ___________________________________________________________________
 GY2817* NAD 83(1986)-  37 49 59.     (N)    083 48 48.     (W)     SCALED    
 GY2817* NAVD 88     -       205.401  (meters)     673.89   (feet)  ADJUSTED  
 GY2817  ___________________________________________________________________
 GY2817  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GY2817  DYNAMIC HT  -         205.251 (meters)     673.39  (feet)  COMP
 GY2817  MODELED GRAV-     979,894.5   (mgal)                       NAVD 88
 GY2817
 GY2817  VERT ORDER  -  FIRST     CLASS II
 GY2817
 GY2817.The horizontal coordinates were scaled from a topographic map and have
 GY2817.an estimated accuracy of +/- 6 seconds.
 GY2817
 GY2817.The orthometric height was determined by differential leveling
 GY2817.and adjusted by the National Geodetic Survey in June 1991..
 GY2817
 GY2817.The geoid height was determined by GEOID03.
 GY2817
 GY2817.The dynamic height is computed by dividing the NAVD 88
 GY2817.geopotential number by the normal gravity value computed on the
 GY2817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2817.degrees latitude (g = 980.6199 gals.).
 GY2817
 GY2817.The modeled gravity was interpolated from observed gravity values.
 GY2817
 GY2817;                    North         East    Units  Estimated Accuracy
 GY2817;SPC KY1Z     - 1,168,210.    1,670,460.      MT  (+/- 180 meters Scaled)
 GY2817
 GY2817                          SUPERSEDED SURVEY CONTROL
 GY2817
 GY2817  NGVD 29 (??/??/92)  205.559  (m)          674.40   (f) ADJ UNCH    1 2
 GY2817
 GY2817.Superseded values are not recommended for survey control.
 GY2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2817.See file dsdata.txt to determine how the superseded data were derived.
 GY2817
 GY2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB524910(NAD 83)
 GY2817_MARKER: DB = BENCH MARK DISK
 GY2817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2817_STAMPING: L 158 1950 674.405
 GY2817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2817+STABILITY: SURFACE MOTION
 GY2817
 GY2817  HISTORY     - Date     Condition        Report By
 GY2817  HISTORY     - 1950     MONUMENTED       CGS
 GY2817  HISTORY     - 1958     GOOD             NGS
 GY2817
 GY2817                          STATION DESCRIPTION
 GY2817
 GY2817'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2817'2.8 MI NW FROM BOWEN.
 GY2817'ABOUT 2.85 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 GY2817'OFFICE AT BOWEN, ABOUT 3.25 MILES SOUTHEAST OF THE JUNCTION OF
 GY2817'STATE HIGHWAY 213 AT STANTON, ABOUT 0.1 MILE NORTHWEST OF A
 GY2817'CONCRETE BRIDGE OVER CAT CREEK, ON THE OUTSIDE OF A CURVE IN THE
 GY2817'HIGHWAY WITH TANGENTS EXTENDING NORTH AND SOUTHEAST, 36 FEET
 GY2817'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF A
 GY2817'FENCE LINE, 21 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVE TO
 GY2817'A BARN LOT, 8 FEET SOUTHEAST OF A FENCE CORNER, 105 YARDS SOUTH
 GY2817'OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST
 GY2817'TO CAT CREEK CHURCH, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 GY2817'POST, ABOUT 3 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 GY2817'CONCRETE POST PROJECTING 4 INCHES.
 GY2817
 GY2817                          STATION RECOVERY (1958)
 GY2817
 GY2817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0011 ***********************************************************************
 GZ0011  DESIGNATION -  L 159
 GZ0011  PID         -  GZ0011
 GZ0011  STATE/COUNTY-  KY/CLARK
 GZ0011  USGS QUAD   -  HEDGES (1976)
 GZ0011
 GZ0011                         *CURRENT SURVEY CONTROL
 GZ0011  ___________________________________________________________________
 GZ0011* NAD 83(1986)-  37 58 52.     (N)    084 04 15.     (W)     SCALED    
 GZ0011* NAVD 88     -       285.884  (meters)     937.94   (feet)  ADJUSTED  
 GZ0011  ___________________________________________________________________
 GZ0011  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 GZ0011  DYNAMIC HT  -         285.671 (meters)     937.24  (feet)  COMP
 GZ0011  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 GZ0011
 GZ0011  VERT ORDER  -  FIRST     CLASS II
 GZ0011
 GZ0011.The horizontal coordinates were scaled from a topographic map and have
 GZ0011.an estimated accuracy of +/- 6 seconds.
 GZ0011
 GZ0011.The orthometric height was determined by differential leveling
 GZ0011.and adjusted by the National Geodetic Survey in June 1991..
 GZ0011
 GZ0011.The geoid height was determined by GEOID03.
 GZ0011
 GZ0011.The dynamic height is computed by dividing the NAVD 88
 GZ0011.geopotential number by the normal gravity value computed on the
 GZ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0011.degrees latitude (g = 980.6199 gals.).
 GZ0011
 GZ0011.The modeled gravity was interpolated from observed gravity values.
 GZ0011
 GZ0011;                    North         East    Units  Estimated Accuracy
 GZ0011;SPC KY1Z     - 1,184,200.    1,647,500.      MT  (+/- 180 meters Scaled)
 GZ0011
 GZ0011                          SUPERSEDED SURVEY CONTROL
 GZ0011
 GZ0011  NGVD 29 (??/??/92)  286.029  (m)          938.41   (f) ADJ UNCH    1 2
 GZ0011
 GZ0011.Superseded values are not recommended for survey control.
 GZ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0011.See file dsdata.txt to determine how the superseded data were derived.
 GZ0011
 GZ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH572077(NAD 83)
 GZ0011_MARKER: DB = BENCH MARK DISK
 GZ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0011_STAMPING: L 159 1950 938.413
 GZ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0011+STABILITY: SURFACE MOTION
 GZ0011
 GZ0011  HISTORY     - Date     Condition        Report By
 GZ0011  HISTORY     - 1950     MONUMENTED       CGS
 GZ0011  HISTORY     - 1958     GOOD             NGS
 GZ0011
 GZ0011                          STATION DESCRIPTION
 GZ0011
 GZ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0011'1.4 MI N FROM PILOT VIEW.
 GZ0011'ABOUT 0.75 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE
 GZ0011'CONSOLIDATED SCHOOL AT PILOT VIEW, THENCE ABOUT 0.7 MILE EAST AND
 GZ0011'NORTHEAST ALONG STONER-EPHESES ROAD, ABOUT 0.3 MILE NORTHEAST OF
 GZ0011'EPHESUS CHURCH, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GZ0011'WEST AND NORTH, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE BLACK
 GZ0011'TOP ROAD, 1 FOOT NORTHWEST OF A FENCE LINE, 166 1/2 FEET
 GZ0011'EAST-NORTHEAST AND ACROSS THE ROAD FROM THE EAST CORNER OF A
 GZ0011'2-STORY FARM HOUSE, 53 1/2 FEET NORTH OF THE NORTHWEST CORNER
 GZ0011'OF THE WEST STONE ABUTMENT OF A FOOT BRIDGE ACROSS A CREEK, 18
 GZ0011'FEET SOUTHWEST OF THE SOUTHWEST GATE POST OF A GATE IN FENCE LINE,
 GZ0011'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT
 GZ0011'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ0011'4 INCHES.
 GZ0011
 GZ0011                          STATION RECOVERY (1958)
 GZ0011
 GZ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0905 ***********************************************************************
 GY0905  DESIGNATION -  L 16
 GY0905  PID         -  GY0905
 GY0905  STATE/COUNTY-  KY/LETCHER
 GY0905  USGS QUAD   -  JENKINS WEST (1992)
 GY0905
 GY0905                         *CURRENT SURVEY CONTROL
 GY0905  ___________________________________________________________________
 GY0905* NAD 83(1986)-  37 10 43.     (N)    082 40 39.     (W)     SCALED    
 GY0905* NAVD 88     -       427.102  (meters)    1401.25   (feet)  ADJUSTED  
 GY0905  ___________________________________________________________________
 GY0905  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GY0905  DYNAMIC HT  -         426.738 (meters)    1400.06  (feet)  COMP
 GY0905  MODELED GRAV-     979,766.2   (mgal)                       NAVD 88
 GY0905
 GY0905  VERT ORDER  -  FIRST     CLASS I
 GY0905
 GY0905.The horizontal coordinates were scaled from a topographic map and have
 GY0905.an estimated accuracy of +/- 6 seconds.
 GY0905
 GY0905.The orthometric height was determined by differential leveling
 GY0905.and adjusted by the National Geodetic Survey in June 1991..
 GY0905
 GY0905.The geoid height was determined by GEOID03.
 GY0905
 GY0905.The dynamic height is computed by dividing the NAVD 88
 GY0905.geopotential number by the normal gravity value computed on the
 GY0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0905.degrees latitude (g = 980.6199 gals.).
 GY0905
 GY0905.The modeled gravity was interpolated from observed gravity values.
 GY0905
 GY0905;                    North         East    Units  Estimated Accuracy
 GY0905;SPC KY1Z     - 1,098,300.    1,772,790.      MT  (+/- 180 meters Scaled)
 GY0905
 GY0905                          SUPERSEDED SURVEY CONTROL
 GY0905
 GY0905  NGVD 29 (??/??/92)  427.249  (m)         1401.73   (f) ADJ UNCH    1 1
 GY0905
 GY0905.Superseded values are not recommended for survey control.
 GY0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0905.See file dsdata.txt to determine how the superseded data were derived.
 GY0905
 GY0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB510160(NAD 83)
 GY0905_MARKER: DB = BENCH MARK DISK
 GY0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0905_STAMPING: L 16 1930 1401.729
 GY0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0905+STABILITY: SURFACE MOTION
 GY0905
 GY0905  HISTORY     - Date     Condition        Report By
 GY0905  HISTORY     - 1930     MONUMENTED       CGS
 GY0905  HISTORY     - 1967     GOOD             NGS
 GY0905
 GY0905                          STATION DESCRIPTION
 GY0905
 GY0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0905'3.9 MI W FROM JENKINS.
 GY0905'ABOUT 3.9 MILES WEST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 GY0905'AT JENKINS, SOUTH AND ACROSS THE HIGHWAY FROM THE MR. WHITAKER
 GY0905'RESIDENCE, IN THE SOUTH TRACK OF A DIRT ROAD, 95 FEET WEST OF
 GY0905'THE NORTHWEST CORNER OF A PHILLIPS 66 SERVICE STATION, 47 FEET
 GY0905'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 37 FEET EAST OF POWER
 GY0905'POLE NUMBER 380-50, 21 1/2 FEET NORTH OF THE NORTHEAST CORNER
 GY0905'OF A FRAME HOUSE, 13 FEET NORTH OF THE NORTHEAST BRICK PILLAR OF
 GY0905'A PORCH, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 GY0905'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1080 ***********************************************************************
 JZ1080  DESIGNATION -  L 16
 JZ1080  PID         -  JZ1080
 JZ1080  STATE/COUNTY-  KY/BOONE
 JZ1080  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ1080
 JZ1080                         *CURRENT SURVEY CONTROL
 JZ1080  ___________________________________________________________________
 JZ1080* NAD 83(1986)-  39 05 49.     (N)    084 49 29.     (W)     SCALED    
 JZ1080* NAVD 88     -       173.665  (meters)     569.77   (feet)  ADJUSTED  
 JZ1080  ___________________________________________________________________
 JZ1080  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JZ1080  DYNAMIC HT  -         173.557 (meters)     569.41  (feet)  COMP
 JZ1080  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 JZ1080
 JZ1080  VERT ORDER  -  SECOND    CLASS 0
 JZ1080
 JZ1080.The horizontal coordinates were scaled from a topographic map and have
 JZ1080.an estimated accuracy of +/- 6 seconds.
 JZ1080
 JZ1080.The orthometric height was determined by differential leveling
 JZ1080.and adjusted by the National Geodetic Survey in June 1991..
 JZ1080
 JZ1080.The geoid height was determined by GEOID03.
 JZ1080
 JZ1080.The dynamic height is computed by dividing the NAVD 88
 JZ1080.geopotential number by the normal gravity value computed on the
 JZ1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1080.degrees latitude (g = 980.6199 gals.).
 JZ1080
 JZ1080.The modeled gravity was interpolated from observed gravity values.
 JZ1080
 JZ1080;                    North         East    Units  Estimated Accuracy
 JZ1080;SPC KY1Z     - 1,307,140.    1,580,050.      MT  (+/- 180 meters Scaled)
 JZ1080
 JZ1080                          SUPERSEDED SURVEY CONTROL
 JZ1080
 JZ1080  NGVD 29 (??/??/92)  173.876  (m)          570.46   (f) ADJ UNCH    2 0
 JZ1080
 JZ1080.Superseded values are not recommended for survey control.
 JZ1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1080.See file dsdata.txt to determine how the superseded data were derived.
 JZ1080
 JZ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ881297(NAD 83)
 JZ1080_MARKER: B = BOLT
 JZ1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1080_SP_SET: SYCAMORE TREE ROOT
 JZ1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1080
 JZ1080  HISTORY     - Date     Condition        Report By
 JZ1080  HISTORY     - UNK      MONUMENTED       KYHD
 JZ1080  HISTORY     - 1964     GOOD             PAS
 JZ1080
 JZ1080                          STATION DESCRIPTION
 JZ1080
 JZ1080'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1080'2 MI NW FROM IDELWILD.
 JZ1080'5.9 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JZ1080'HEBRON TO A GRAVEL ROAD RIGHT AT TOP OF HILL, THENCE ABOUT 1.6
 JZ1080'MILES NORTH AND NORTHWEST ALONG GRAVEL ROAD TO A Y-FORK NEAR
 JZ1080'A LARGE BARN, THENCE ABOUT 0.2 MILE NORTH ALONG PRIVATE DRIVE
 JZ1080'TO A HOUSE IN SADDLE AND END OF CONVENTIONAL TRUCK TRAVEL.  FROM
 JZ1080'HERE (4 WHEEL DRIVE VEHICLE), FOLLOW OLD ROAD DOWN STEEP GRADE
 JZ1080'NORTHWEST AND NORTH FOR 0.3 MILE TO A SHARP CURVE IN ROAD LEFT
 JZ1080'AND MARK.  IT IS ABOUT 100 FEET NORTHEAST OF A WOODEN GATE AND
 JZ1080'6 FEET SOUTHWEST OF THE CENTER OF OLD ROAD.  A 1/2 INCH LAG BOLT
 JZ1080'AND WASHER DRIVEN IN THE NORTHEAST ROOT OF A 48-INCH SYCAMORE
 JZ1080'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0613 ***********************************************************************
 JZ0613  DESIGNATION -  L 160
 JZ0613  PID         -  JZ0613
 JZ0613  STATE/COUNTY-  KY/BOONE
 JZ0613  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0613
 JZ0613                         *CURRENT SURVEY CONTROL
 JZ0613  ___________________________________________________________________
 JZ0613* NAD 83(1993)-  39 00 28.08518(N)    084 49 58.88166(W)     ADJUSTED  
 JZ0613* NAVD 88     -       169.052  (meters)     554.63   (feet)  ADJUSTED  
 JZ0613  ___________________________________________________________________
 JZ0613  X           -     446,950.578 (meters)                     COMP
 JZ0613  Y           -  -4,942,720.257 (meters)                     COMP
 JZ0613  Z           -   3,993,074.985 (meters)                     COMP
 JZ0613  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 JZ0613  ELLIP HEIGHT-         134.93  (meters)          (04/07/03) GPS OBS
 JZ0613  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ0613  DYNAMIC HT  -         168.947 (meters)     554.29  (feet)  COMP
 JZ0613  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 JZ0613
 JZ0613  HORZ ORDER  -  FIRST
 JZ0613  VERT ORDER  -  FIRST     CLASS II
 JZ0613  ELLP ORDER  -  THIRD     CLASS I
 JZ0613
 JZ0613.The horizontal coordinates were established by GPS observations
 JZ0613.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 JZ0613
 JZ0613.The orthometric height was determined by differential leveling
 JZ0613.and adjusted by the National Geodetic Survey in June 1991..
 JZ0613
 JZ0613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ0613
 JZ0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0613
 JZ0613.The ellipsoidal height was determined by GPS observations
 JZ0613.and is referenced to NAD 83.
 JZ0613
 JZ0613.The geoid height was determined by GEOID03.
 JZ0613
 JZ0613.The dynamic height is computed by dividing the NAVD 88
 JZ0613.geopotential number by the normal gravity value computed on the
 JZ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0613.degrees latitude (g = 980.6199 gals.).
 JZ0613
 JZ0613.The modeled gravity was interpolated from observed gravity values.
 JZ0613
 JZ0613;                    North         East     Units Scale Factor Converg.
 JZ0613;SPC KY1Z     - 1,297,230.736 1,579,432.397   MT  1.00010011   +0 33 46.8
 JZ0613;SPC KY1Z     - 4,255,997.84  5,181,854.46   sFT  1.00010011   +0 33 46.8
 JZ0613;SPC KY N     -   167,527.357   449,500.397   MT  1.00000651   -0 21 45.6
 JZ0613;SPC KY N     -   549,629.34  1,474,735.89   sFT  1.00000651   -0 21 45.6
 JZ0613;UTM  16      - 4,319,876.233   687,631.148   MT  1.00003352   +1 21 51.7
 JZ0613
 JZ0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0613!SPC KY1Z     -   0.99997883  x   1.00010011  =   1.00007894
 JZ0613!SPC KY N     -   0.99997883  x   1.00000651  =   0.99998534
 JZ0613!UTM  16      -   0.99997883  x   1.00003352  =   1.00001235
 JZ0613
 JZ0613:                Primary Azimuth Mark                     Grid Az
 JZ0613:SPC KY1Z     -  NKC 018 AZ MK                            157 16 50.6
 JZ0613:SPC KY N     -  NKC 018 AZ MK                            158 12 23.0
 JZ0613:UTM  16      -  NKC 018 AZ MK                            156 28 45.7
 JZ0613
 JZ0613|---------------------------------------------------------------------|
 JZ0613| PID    Reference Object                     Distance      Geod. Az  |
 JZ0613|                                                           dddmmss.s |
 JZ0613| DF5015 NKC 018 AZ MK                       424.887 METERS 1575037.4 |
 JZ0613|---------------------------------------------------------------------|
 JZ0613
 JZ0613                          SUPERSEDED SURVEY CONTROL
 JZ0613
 JZ0613  NAVD 88 (04/07/03)  169.05   (m)          554.6    (f) LEVELING    3  
 JZ0613  NGVD 29 (??/??/92)  169.262  (m)          555.32   (f) ADJ UNCH    1 2
 JZ0613
 JZ0613.Superseded values are not recommended for survey control.
 JZ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0613.See file dsdata.txt to determine how the superseded data were derived.
 JZ0613
 JZ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8763119876(NAD 83)
 JZ0613_MARKER: DB = BENCH MARK DISK
 JZ0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0613_STAMPING: L 160 1950
 JZ0613_MARK LOGO: CGS   
 JZ0613_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ0613_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0613+STABILITY: SURFACE MOTION
 JZ0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0613+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2002
 JZ0613
 JZ0613  HISTORY     - Date     Condition        Report By
 JZ0613  HISTORY     - 1950     MONUMENTED       CGS
 JZ0613  HISTORY     - 1964     GOOD             NGS
 JZ0613  HISTORY     - 20020521 GOOD             WOOLPT
 JZ0613
 JZ0613                          STATION DESCRIPTION
 JZ0613
 JZ0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JZ0613'2 MI NW FROM BELLEVIEW.
 JZ0613'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 18 FROM THE SCHOOL
 JZ0613'AT BELLEVIEW, THENCE ABOUT 1.05 MILES NORTHWEST ALONG STATE
 JZ0613'HIGHWAY 20, ABOUT 0.15 MILE NORTHWEST OF A DRIVE WAY LEADING
 JZ0613'NORTHEAST TO A TWO STORY FARM HOUSE, ABOUT 145 YARDS NORTHWEST OF
 JZ0613'THE JUNCTION OF A DRIVE NORTHEAST TO A FARM, 177 FEET NORTHWEST
 JZ0613'OF A FENCE CORNER, 32 FEET NORTHWEST OF THE CENTER OF A GAP TO
 JZ0613'A FIELD, ABOUT 0.1 MILE SOUTHEAST OF THE TOP OF A GRADE, 33 FEET
 JZ0613'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST
 JZ0613'OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 JZ0613'1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ0613'PROJECTING 3 INCHES.
 JZ0613
 JZ0613                          STATION RECOVERY (1964)
 JZ0613
 JZ0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JZ0613'RECOVERED IN GOOD CONDITION.
 JZ0613
 JZ0613                          STATION RECOVERY (2002)
 JZ0613
 JZ0613'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 JZ0613'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JZ0613' 
 JZ0613'--ADDITIONAL TIES--THE STATION IS 77.4 FEET WEST OF THE END OF FENCE,
 JZ0613'39.1 FEET NORTH OF THE
 JZ0613'CENTERLINE OF FIELD DRIVE, 27.2 FEET NORTH OF THE NORTH GATE POST OF
 JZ0613'FIELD DRIVE, AND 2.1
 JZ0613'FEET EAST-NORTHEAST OF A FENCE LINE AND A ORANGE FIBERGLASS WITNESS
 JZ0613'POST.
 JZ0613' 
 JZ0613'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 JZ0613'THE HORIZON ARE A
 JZ0613'UTILITY POLE APPROXIMATELY 25 FEET NORTH-NORTHEAST EXTENDING 60
 JZ0613'DEGREES ABOVE THE
 JZ0613'HORIZON.
 JZ0613' 
 JZ0613'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0096 ***********************************************************************
 GZ0096  DESIGNATION -  L 161
 GZ0096  PID         -  GZ0096
 GZ0096  STATE/COUNTY-  KY/MADISON
 GZ0096  USGS QUAD   -  BEREA (1993)
 GZ0096
 GZ0096                         *CURRENT SURVEY CONTROL
 GZ0096  ___________________________________________________________________
 GZ0096* NAD 83(1986)-  37 33 44.     (N)    084 15 06.     (W)     SCALED    
 GZ0096* NAVD 88     -       290.873  (meters)     954.31   (feet)  ADJUSTED  
 GZ0096  ___________________________________________________________________
 GZ0096  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GZ0096  DYNAMIC HT  -         290.653 (meters)     953.58  (feet)  COMP
 GZ0096  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 GZ0096
 GZ0096  VERT ORDER  -  SECOND    CLASS 0
 GZ0096
 GZ0096.The horizontal coordinates were scaled from a topographic map and have
 GZ0096.an estimated accuracy of +/- 6 seconds.
 GZ0096
 GZ0096.The orthometric height was determined by differential leveling
 GZ0096.and adjusted by the National Geodetic Survey in June 1991..
 GZ0096
 GZ0096.The geoid height was determined by GEOID03.
 GZ0096
 GZ0096.The dynamic height is computed by dividing the NAVD 88
 GZ0096.geopotential number by the normal gravity value computed on the
 GZ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0096.degrees latitude (g = 980.6199 gals.).
 GZ0096
 GZ0096.The modeled gravity was interpolated from observed gravity values.
 GZ0096
 GZ0096;                    North         East    Units  Estimated Accuracy
 GZ0096;SPC KY1Z     - 1,137,450.    1,632,360.      MT  (+/- 180 meters Scaled)
 GZ0096
 GZ0096                          SUPERSEDED SURVEY CONTROL
 GZ0096
 GZ0096  NGVD 29 (??/??/92)  291.023  (m)          954.80   (f) ADJ UNCH    2 0
 GZ0096
 GZ0096.Superseded values are not recommended for survey control.
 GZ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0096.See file dsdata.txt to determine how the superseded data were derived.
 GZ0096
 GZ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG427607(NAD 83)
 GZ0096_MARKER: DB = BENCH MARK DISK
 GZ0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0096_STAMPING: L 161 1950 954.798
 GZ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0096+STABILITY: SURFACE MOTION
 GZ0096
 GZ0096  HISTORY     - Date     Condition        Report By
 GZ0096  HISTORY     - 1950     MONUMENTED       CGS
 GZ0096  HISTORY     - 1957     GOOD             NGS
 GZ0096
 GZ0096                          STATION DESCRIPTION
 GZ0096
 GZ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0096'2.6 MI E FROM BEREA.
 GZ0096'ABOUT 2.6 MILES EAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 GZ0096'AT BEREA, ABOUT 2.75 MILES WEST ALONG STATE HIGHWAY 21 FROM ITS
 GZ0096'JUNCTION WITH U.S. HIGHWAY 421 AND POST OFFICE AT BIG HILL,
 GZ0096'ABOUT 0.5 MILE EAST OF A BRIDGE OVER SILVER CREEK, ABOUT 0.4 MILE
 GZ0096'EAST OF SILVER CREEK BAPTIST CHURCH, 27 FEET NORTHEAST OF THE
 GZ0096'CENTER LINE OF THE HIGHWAY, ABOUT 25 YARDS SOUTHEAST AND UPHILL
 GZ0096'FROM BOTTOM OF GRADE, 42 FEET SOUTHEAST OF THE CENTER OF A GAP IN
 GZ0096'R/W FENCE LINE FOR A WOODS ROAD LEADING EAST, 5 FEET WEST OF A
 GZ0096'14-INCH PINE TREE IN FENCE LINE, ABOUT 1 FOOT BELOW THE HIGHWAY
 GZ0096'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0096
 GZ0096                          STATION RECOVERY (1957)
 GZ0096
 GZ0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0325 ***********************************************************************
 GZ0325  DESIGNATION -  L 162
 GZ0325  PID         -  GZ0325
 GZ0325  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0325  USGS QUAD   -  JOHNETTA (1987)
 GZ0325
 GZ0325                         *CURRENT SURVEY CONTROL
 GZ0325  ___________________________________________________________________
 GZ0325* NAD 83(1986)-  37 23 08.     (N)    084 13 52.     (W)     SCALED    
 GZ0325* NAVD 88     -       327.228  (meters)    1073.58   (feet)  ADJUSTED  
 GZ0325  ___________________________________________________________________
 GZ0325  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GZ0325  DYNAMIC HT  -         326.980 (meters)    1072.77  (feet)  COMP
 GZ0325  MODELED GRAV-     979,862.6   (mgal)                       NAVD 88
 GZ0325
 GZ0325  VERT ORDER  -  SECOND    CLASS 0
 GZ0325
 GZ0325.The horizontal coordinates were scaled from a topographic map and have
 GZ0325.an estimated accuracy of +/- 6 seconds.
 GZ0325
 GZ0325.The orthometric height was determined by differential leveling
 GZ0325.and adjusted by the National Geodetic Survey in June 1991..
 GZ0325
 GZ0325.The geoid height was determined by GEOID03.
 GZ0325
 GZ0325.The dynamic height is computed by dividing the NAVD 88
 GZ0325.geopotential number by the normal gravity value computed on the
 GZ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0325.degrees latitude (g = 980.6199 gals.).
 GZ0325
 GZ0325.The modeled gravity was interpolated from observed gravity values.
 GZ0325
 GZ0325;                    North         East    Units  Estimated Accuracy
 GZ0325;SPC KY1Z     - 1,117,870.    1,634,500.      MT  (+/- 180 meters Scaled)
 GZ0325
 GZ0325                          SUPERSEDED SURVEY CONTROL
 GZ0325
 GZ0325  NGVD 29 (??/??/92)  327.390  (m)         1074.11   (f) ADJ UNCH    2 0
 GZ0325
 GZ0325.Superseded values are not recommended for survey control.
 GZ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0325.See file dsdata.txt to determine how the superseded data were derived.
 GZ0325
 GZ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG451412(NAD 83)
 GZ0325_MARKER: DB = BENCH MARK DISK
 GZ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0325_STAMPING: L 162 1950 1074.112
 GZ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0325+STABILITY: SURFACE MOTION
 GZ0325
 GZ0325  HISTORY     - Date     Condition        Report By
 GZ0325  HISTORY     - 1950     MONUMENTED       CGS
 GZ0325  HISTORY     - 1957     GOOD             NGS
 GZ0325
 GZ0325                          STATION DESCRIPTION
 GZ0325
 GZ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0325'3.2 MI E FROM BRUSH CREEK.
 GZ0325'ABOUT 3.15 MILES EAST ALONG A NEW ROAD LEADING TO GREAT SALTPETER
 GZ0325'CAVE FROM ORLANDO POST OFFICE AT BRUSH CREEK, AT THE BOTTOM OF
 GZ0325'GRADES, 43 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 70
 GZ0325'FEET WEST OF THE NORTHWEST END OF A 36-INCH CORRUGATED PIPE
 GZ0325'CULVERT UNDER ROAD, 10 FEET NORTHEAST OF A 4-INCH SASSAFRASS TREE,
 GZ0325'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 GZ0325'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GZ0325'INCHES.
 GZ0325
 GZ0325                          STATION RECOVERY (1957)
 GZ0325
 GZ0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0341 ***********************************************************************
 GZ0341  DESIGNATION -  L 163
 GZ0341  PID         -  GZ0341
 GZ0341  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0341  USGS QUAD   -  JOHNETTA (1987)
 GZ0341
 GZ0341                         *CURRENT SURVEY CONTROL
 GZ0341  ___________________________________________________________________
 GZ0341* NAD 83(1986)-  37 25 24.     (N)    084 10 04.     (W)     SCALED    
 GZ0341* NAVD 88     -       439.737  (meters)    1442.70   (feet)  ADJUSTED  
 GZ0341  ___________________________________________________________________
 GZ0341  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GZ0341  DYNAMIC HT  -         439.397 (meters)    1441.59  (feet)  COMP
 GZ0341  MODELED GRAV-     979,842.9   (mgal)                       NAVD 88
 GZ0341
 GZ0341  VERT ORDER  -  SECOND    CLASS 0
 GZ0341
 GZ0341.The horizontal coordinates were scaled from a topographic map and have
 GZ0341.an estimated accuracy of +/- 6 seconds.
 GZ0341
 GZ0341.The orthometric height was determined by differential leveling
 GZ0341.and adjusted by the National Geodetic Survey in June 1991..
 GZ0341
 GZ0341.The geoid height was determined by GEOID03.
 GZ0341
 GZ0341.The dynamic height is computed by dividing the NAVD 88
 GZ0341.geopotential number by the normal gravity value computed on the
 GZ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0341.degrees latitude (g = 980.6199 gals.).
 GZ0341
 GZ0341.The modeled gravity was interpolated from observed gravity values.
 GZ0341
 GZ0341;                    North         East    Units  Estimated Accuracy
 GZ0341;SPC KY1Z     - 1,122,160.    1,640,040.      MT  (+/- 180 meters Scaled)
 GZ0341
 GZ0341                          SUPERSEDED SURVEY CONTROL
 GZ0341
 GZ0341  NGVD 29 (??/??/92)  439.891  (m)         1443.21   (f) ADJ UNCH    2 0
 GZ0341
 GZ0341.Superseded values are not recommended for survey control.
 GZ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0341.See file dsdata.txt to determine how the superseded data were derived.
 GZ0341
 GZ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG506456(NAD 83)
 GZ0341_MARKER: DB = BENCH MARK DISK
 GZ0341_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0341_SP_SET: ROCK OUTCROP
 GZ0341_STAMPING: L 163 1950 1443.209
 GZ0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0341+STABILITY: POSITION/ELEVATION WELL
 GZ0341
 GZ0341  HISTORY     - Date     Condition        Report By
 GZ0341  HISTORY     - 1950     MONUMENTED       CGS
 GZ0341  HISTORY     - 1957     GOOD             NGS
 GZ0341
 GZ0341                          STATION DESCRIPTION
 GZ0341
 GZ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0341'3.8 MI SE FROM THREE LINKS.
 GZ0341'ABOUT 3.85 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING THE
 GZ0341'JACKSON-ROCKCASTLE COUNTY LINE FROM THE POST OFFICE AT THREE
 GZ0341'LINKS, ABOUT 1.05 MILES SOUTHEAST OF THREE LINKS BAPTIST CAMP,
 GZ0341'ABOUT 0.4 MILE NORTHWEST OF A CONCRETE BLOCK STORE AND SHELL
 GZ0341'SERVICE STATION AND JUNCTION OF A GRAVEL ROAD LEADING EAST TO
 GZ0341'EGLON AND CLOVERBOTTOM, 24 FEET SOUTHWEST OF THE CENTER LINE
 GZ0341'OF THE ROAD, 5 FEET EAST OF THE TOP OF WEST EDGE OF A 30-FOOT
 GZ0341'ROCK CLIFF, SET IN THE TOP OF FLAT ROCK SURFACE AND ABOUT 1 FOOT
 GZ0341'ABOVE THE ROAD.
 GZ0341
 GZ0341                          STATION RECOVERY (1957)
 GZ0341
 GZ0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0350 ***********************************************************************
 GZ0350  DESIGNATION -  L 164
 GZ0350  PID         -  GZ0350
 GZ0350  STATE/COUNTY-  KY/JACKSON
 GZ0350  USGS QUAD   -  SANDGAP (1976)
 GZ0350
 GZ0350                         *CURRENT SURVEY CONTROL
 GZ0350  ___________________________________________________________________
 GZ0350* NAD 83(1986)-  37 25 46.     (N)    084 00 50.     (W)     SCALED    
 GZ0350* NAVD 88     -       312.725  (meters)    1026.00   (feet)  ADJUSTED  
 GZ0350  ___________________________________________________________________
 GZ0350  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GZ0350  DYNAMIC HT  -         312.478 (meters)    1025.19  (feet)  COMP
 GZ0350  MODELED GRAV-     979,830.5   (mgal)                       NAVD 88
 GZ0350
 GZ0350  VERT ORDER  -  SECOND    CLASS 0
 GZ0350
 GZ0350.The horizontal coordinates were scaled from a topographic map and have
 GZ0350.an estimated accuracy of +/- 6 seconds.
 GZ0350
 GZ0350.The orthometric height was determined by differential leveling
 GZ0350.and adjusted by the National Geodetic Survey in June 1991..
 GZ0350
 GZ0350.The geoid height was determined by GEOID03.
 GZ0350
 GZ0350.The dynamic height is computed by dividing the NAVD 88
 GZ0350.geopotential number by the normal gravity value computed on the
 GZ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0350.degrees latitude (g = 980.6199 gals.).
 GZ0350
 GZ0350.The modeled gravity was interpolated from observed gravity values.
 GZ0350
 GZ0350;                    North         East    Units  Estimated Accuracy
 GZ0350;SPC KY1Z     - 1,123,080.    1,653,640.      MT  (+/- 180 meters Scaled)
 GZ0350
 GZ0350                          SUPERSEDED SURVEY CONTROL
 GZ0350
 GZ0350  NGVD 29 (??/??/92)  312.874  (m)         1026.49   (f) ADJ UNCH    2 0
 GZ0350
 GZ0350.Superseded values are not recommended for survey control.
 GZ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0350.See file dsdata.txt to determine how the superseded data were derived.
 GZ0350
 GZ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG642467(NAD 83)
 GZ0350_MARKER: DB = BENCH MARK DISK
 GZ0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0350_STAMPING: L 164 1950 1026.487
 GZ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0350+STABILITY: SURFACE MOTION
 GZ0350
 GZ0350  HISTORY     - Date     Condition        Report By
 GZ0350  HISTORY     - 1950     MONUMENTED       CGS
 GZ0350  HISTORY     - 1957     GOOD             NGS
 GZ0350
 GZ0350                          STATION DESCRIPTION
 GZ0350
 GZ0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0350'1.1 MI SW FROM MC KEE.
 GZ0350'ABOUT 0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE COURT
 GZ0350'HOUSE AT MC KEE, THENCE ABOUT 0.55 MILE SOUTHWEST ALONG A GRAVEL
 GZ0350'ROAD LEADING TO LIVINGSTON, ABOUT 95 YARDS SOUTHEAST OF AN
 GZ0350'18-INCH PIPE CULVERT WITH STONE MASONRY CATCH BASIN, 48 YARDS
 GZ0350'NORTHWEST OF AN 18-INCH CORRUGATED PIPE CULVERT, ABOUT 50 FEET
 GZ0350'WEST OF A POWER POLE, 29 FEET NORTHEAST OF THE CENTER LINE OF
 GZ0350'THE GRAVEL ROAD, 14 FEET SOUTH OF AN 8-INCH HICKORY TREE IN FENCE
 GZ0350'CORNER, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ0350'4 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ0350'PROJECTING 4 INCHES.
 GZ0350
 GZ0350                          STATION RECOVERY (1957)
 GZ0350
 GZ0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2616 ***********************************************************************
 GY2616  DESIGNATION -  L 165
 GY2616  PID         -  GY2616
 GY2616  STATE/COUNTY-  KY/OWSLEY
 GY2616  USGS QUAD   -  STURGEON (1976)
 GY2616
 GY2616                         *CURRENT SURVEY CONTROL
 GY2616  ___________________________________________________________________
 GY2616* NAD 83(1986)-  37 25 29.     (N)    083 48 05.     (W)     SCALED    
 GY2616* NAVD 88     -       307.868  (meters)    1010.06   (feet)  ADJUSTED  
 GY2616  ___________________________________________________________________
 GY2616  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY2616  DYNAMIC HT  -         307.630 (meters)    1009.28  (feet)  COMP
 GY2616  MODELED GRAV-     979,847.2   (mgal)                       NAVD 88
 GY2616
 GY2616  VERT ORDER  -  SECOND    CLASS 0
 GY2616
 GY2616.The horizontal coordinates were scaled from a topographic map and have
 GY2616.an estimated accuracy of +/- 6 seconds.
 GY2616
 GY2616.The orthometric height was determined by differential leveling
 GY2616.and adjusted by the National Geodetic Survey in June 1991..
 GY2616
 GY2616.The geoid height was determined by GEOID03.
 GY2616
 GY2616.The dynamic height is computed by dividing the NAVD 88
 GY2616.geopotential number by the normal gravity value computed on the
 GY2616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2616.degrees latitude (g = 980.6199 gals.).
 GY2616
 GY2616.The modeled gravity was interpolated from observed gravity values.
 GY2616
 GY2616;                    North         East    Units  Estimated Accuracy
 GY2616;SPC KY1Z     - 1,122,930.    1,672,460.      MT  (+/- 180 meters Scaled)
 GY2616
 GY2616                          SUPERSEDED SURVEY CONTROL
 GY2616
 GY2616  NGVD 29 (??/??/92)  308.030  (m)         1010.60   (f) ADJ UNCH    2 0
 GY2616
 GY2616.Superseded values are not recommended for survey control.
 GY2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2616.See file dsdata.txt to determine how the superseded data were derived.
 GY2616
 GY2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB521456(NAD 83)
 GY2616_MARKER: DB = BENCH MARK DISK
 GY2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2616_STAMPING: L 165 1950 1010.595
 GY2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2616+STABILITY: SURFACE MOTION
 GY2616
 GY2616  HISTORY     - Date     Condition        Report By
 GY2616  HISTORY     - 1950     MONUMENTED       CGS
 GY2616  HISTORY     - 1957     GOOD             NGS
 GY2616
 GY2616                          STATION DESCRIPTION
 GY2616
 GY2616'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2616'0.8 MI W FROM STURGEON.
 GY2616'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION
 GY2616'OF GRAVEL ROAD SOUTH AT STURGEON, ABOUT 0.8 MILE WEST OF BRIDGE
 GY2616'OVER LITTLE STURGEON CREEK, ABOUT 45 YARDS NORTHEAST OF THE TOP
 GY2616'OF A GRADE, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GY2616'70 FEET NORTHEAST OF A 30-INCH FORKED OAK TREE IN FENCE LINE,
 GY2616'1 FOOT NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE
 GY2616'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 GY2616'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GY2616
 GY2616                          STATION RECOVERY (1957)
 GY2616
 GY2616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2550 ***********************************************************************
 GY2550  DESIGNATION -  L 166
 GY2550  PID         -  GY2550
 GY2550  STATE/COUNTY-  KY/JACKSON
 GY2550  USGS QUAD   -  MC KEE (1976)
 GY2550
 GY2550                         *CURRENT SURVEY CONTROL
 GY2550  ___________________________________________________________________
 GY2550* NAD 83(1986)-  37 28 05.     (N)    083 55 17.     (W)     SCALED    
 GY2550* NAVD 88     -       338.428  (meters)    1110.33   (feet)  ADJUSTED  
 GY2550  ___________________________________________________________________
 GY2550  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GY2550  DYNAMIC HT  -         338.164 (meters)    1109.46  (feet)  COMP
 GY2550  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GY2550
 GY2550  VERT ORDER  -  SECOND    CLASS 0
 GY2550
 GY2550.The horizontal coordinates were scaled from a topographic map and have
 GY2550.an estimated accuracy of +/- 6 seconds.
 GY2550
 GY2550.The orthometric height was determined by differential leveling
 GY2550.and adjusted by the National Geodetic Survey in June 1991..
 GY2550
 GY2550.The geoid height was determined by GEOID03.
 GY2550
 GY2550.The dynamic height is computed by dividing the NAVD 88
 GY2550.geopotential number by the normal gravity value computed on the
 GY2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2550.degrees latitude (g = 980.6199 gals.).
 GY2550
 GY2550.The modeled gravity was interpolated from observed gravity values.
 GY2550
 GY2550;                    North         East    Units  Estimated Accuracy
 GY2550;SPC KY1Z     - 1,127,520.    1,661,740.      MT  (+/- 180 meters Scaled)
 GY2550
 GY2550                          SUPERSEDED SURVEY CONTROL
 GY2550
 GY2550  NGVD 29 (??/??/92)  338.584  (m)         1110.84   (f) ADJ UNCH    2 0
 GY2550
 GY2550.Superseded values are not recommended for survey control.
 GY2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2550.See file dsdata.txt to determine how the superseded data were derived.
 GY2550
 GY2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB416508(NAD 83)
 GY2550_MARKER: DB = BENCH MARK DISK
 GY2550_SETTING: 66 = SET IN ROCK OUTCROP
 GY2550_SP_SET: ROCK OUTCROP
 GY2550_STAMPING: L 166 1950 1110.838
 GY2550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2550+STABILITY: POSITION/ELEVATION WELL
 GY2550
 GY2550  HISTORY     - Date     Condition        Report By
 GY2550  HISTORY     - 1950     MONUMENTED       CGS
 GY2550  HISTORY     - 1957     GOOD             NGS
 GY2550
 GY2550                          STATION DESCRIPTION
 GY2550
 GY2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2550'2.3 MI W FROM NEW ZION.
 GY2550'ABOUT 0.25 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY2550'AT NEW ZION, THENCE ABOUT 0.35 MILE SOUTHWEST ALONG A ROAD TO NEW
 GY2550'ZION SCHOOL, THENCE ABOUT 0.6 MILE WEST ALONG A TRAIL TO CROSSING
 GY2550'OF WAR FORK, THENCE ABOUT 0.8 MILE SOUTH ALONG TRAIL AND ROAD
 GY2550'FOLLOWING WAR FORK, THENCE ABOUT 0.05 MILE SOUTHWEST ALONG TRAIL
 GY2550'FOLLOWING ELISON FORK, THENCE ABOUT 0.25 MILE WEST AND UPHILL ALONG
 GY2550'DIM TRAIL THROUGH WOODS, JUST WEST OF THE TOP OF A RIDGE, IN THE
 GY2550'TOP AND ABOUT 4 INCHES WEST OF THE EAST EDGE OF A ROCK LEDGE WHICH
 GY2550'IS PART OF A LARGE OUTCROPPING OF ROCK, 30 FEET SOUTH OF THE
 GY2550'CENTER LINE OF THE FOOT PATH, 10 1/2 FEET SOUTH-SOUTHWEST OF A
 GY2550'12-INCH HICKORY TREE, 7 1/2 FEET NORTH-NORTHEAST OF AN 8-INCH
 GY2550'HICKORY TREE, JUST ABOVE AN OUTLINE TRIANGLE CUT IN SMOOTH VERTICAL
 GY2550'EAST FACE OF ROCK, 9 FEET NORTH OF THE SOUTHEAST CORNER OF ROCK
 GY2550'AND ABOUT 4 FEET ABOVE THE TRAIL.
 GY2550
 GY2550                          STATION RECOVERY (1957)
 GY2550
 GY2550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2585 ***********************************************************************
 GY2585  DESIGNATION -  L 167
 GY2585  PID         -  GY2585
 GY2585  STATE/COUNTY-  KY/OWSLEY
 GY2585  USGS QUAD   -  STURGEON (1976)
 GY2585
 GY2585                         *CURRENT SURVEY CONTROL
 GY2585  ___________________________________________________________________
 GY2585* NAD 83(1986)-  37 24 21.     (N)    083 47 20.     (W)     SCALED    
 GY2585* NAVD 88     -       287.949  (meters)     944.71   (feet)  ADJUSTED  
 GY2585  ___________________________________________________________________
 GY2585  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GY2585  DYNAMIC HT  -         287.725 (meters)     943.98  (feet)  COMP
 GY2585  MODELED GRAV-     979,845.9   (mgal)                       NAVD 88
 GY2585
 GY2585  VERT ORDER  -  SECOND    CLASS 0
 GY2585
 GY2585.The horizontal coordinates were scaled from a topographic map and have
 GY2585.an estimated accuracy of +/- 6 seconds.
 GY2585
 GY2585.The orthometric height was determined by differential leveling
 GY2585.and adjusted by the National Geodetic Survey in June 1991..
 GY2585
 GY2585.The geoid height was determined by GEOID03.
 GY2585
 GY2585.The dynamic height is computed by dividing the NAVD 88
 GY2585.geopotential number by the normal gravity value computed on the
 GY2585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2585.degrees latitude (g = 980.6199 gals.).
 GY2585
 GY2585.The modeled gravity was interpolated from observed gravity values.
 GY2585
 GY2585;                    North         East    Units  Estimated Accuracy
 GY2585;SPC KY1Z     - 1,120,850.    1,673,610.      MT  (+/- 180 meters Scaled)
 GY2585
 GY2585                          SUPERSEDED SURVEY CONTROL
 GY2585
 GY2585  NGVD 29 (??/??/92)  288.110  (m)          945.24   (f) ADJ UNCH    2 0
 GY2585
 GY2585.Superseded values are not recommended for survey control.
 GY2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2585.See file dsdata.txt to determine how the superseded data were derived.
 GY2585
 GY2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB531435(NAD 83)
 GY2585_MARKER: DB = BENCH MARK DISK
 GY2585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2585_SP_SET: CULVERT
 GY2585_STAMPING: L 167 1950 945.241
 GY2585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2585
 GY2585  HISTORY     - Date     Condition        Report By
 GY2585  HISTORY     - 1950     MONUMENTED       CGS
 GY2585  HISTORY     - 1957     GOOD             NGS
 GY2585
 GY2585                          STATION DESCRIPTION
 GY2585
 GY2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2585'0.8 MI S FROM STURGEON.
 GY2585'ABOUT 0.8 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY2585'AT STURGEON, SET IN THE TOP OF THE NORTH END OF 17-FOOT CONCRETE
 GY2585'HEAD WALL OF A 3-FOOT STONE CULVERT, 13 FEET EAST OF THE CENTER
 GY2585'LINE OF THE ROAD, ACROSS ROAD FROM A TOBACCO BARN, AND ABOUT
 GY2585'LEVEL WITH THE ROAD.  NOTE-- THE GRAVEL ROAD IS STATE HIGHWAY
 GY2585'1503.
 GY2585
 GY2585                          STATION RECOVERY (1957)
 GY2585
 GY2585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2763 ***********************************************************************
 GY2763  DESIGNATION -  L 168
 GY2763  PID         -  GY2763
 GY2763  STATE/COUNTY-  KY/OWSLEY
 GY2763  USGS QUAD   -  MISTLETOE (1979)
 GY2763
 GY2763                         *CURRENT SURVEY CONTROL
 GY2763  ___________________________________________________________________
 GY2763* NAD 83(1986)-  37 20 04.     (N)    083 36 42.     (W)     SCALED    
 GY2763* NAVD 88     -       241.846  (meters)     793.46   (feet)  ADJUSTED  
 GY2763  ___________________________________________________________________
 GY2763  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY2763  DYNAMIC HT  -         241.655 (meters)     792.83  (feet)  COMP
 GY2763  MODELED GRAV-     979,833.1   (mgal)                       NAVD 88
 GY2763
 GY2763  VERT ORDER  -  SECOND    CLASS 0
 GY2763
 GY2763.The horizontal coordinates were scaled from a topographic map and have
 GY2763.an estimated accuracy of +/- 6 seconds.
 GY2763
 GY2763.The orthometric height was determined by differential leveling
 GY2763.and adjusted by the National Geodetic Survey in June 1991..
 GY2763
 GY2763.The geoid height was determined by GEOID03.
 GY2763
 GY2763.The dynamic height is computed by dividing the NAVD 88
 GY2763.geopotential number by the normal gravity value computed on the
 GY2763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2763.degrees latitude (g = 980.6199 gals.).
 GY2763
 GY2763.The modeled gravity was interpolated from observed gravity values.
 GY2763
 GY2763;                    North         East    Units  Estimated Accuracy
 GY2763;SPC KY1Z     - 1,113,280.    1,689,470.      MT  (+/- 180 meters Scaled)
 GY2763
 GY2763                          SUPERSEDED SURVEY CONTROL
 GY2763
 GY2763  NGVD 29 (??/??/92)  242.008  (m)          793.99   (f) ADJ UNCH    2 0
 GY2763
 GY2763.Superseded values are not recommended for survey control.
 GY2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2763.See file dsdata.txt to determine how the superseded data were derived.
 GY2763
 GY2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB686351(NAD 83)
 GY2763_MARKER: DB = BENCH MARK DISK
 GY2763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2763_STAMPING: L 168 1950 793.988
 GY2763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2763+STABILITY: SURFACE MOTION
 GY2763
 GY2763  HISTORY     - Date     Condition        Report By
 GY2763  HISTORY     - 1950     MONUMENTED       CGS
 GY2763  HISTORY     - 1957     GOOD             NGS
 GY2763  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2763
 GY2763                          STATION DESCRIPTION
 GY2763
 GY2763'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2763'3.3 MI NW FROM MISTLETOE.
 GY2763'ABOUT 3.3 MILES NORTHWEST ALONG A ROAD FOLLOWING BUFFALO CREEK
 GY2763'FROM THE POST OFFICE AT MISTLETOE, ABOUT 1.15 MILES NORTHWEST
 GY2763'OF HIGHLAND SCHOOL, ABOUT 0.2 MILE SOUTHEAST OF THE MOUTH OF
 GY2763'RATTLESNAKE CREEK, 23 FEET NORTHEAST OF THE CENTER LINE OF THE
 GY2763'ROAD, 1 FOOT SOUTHWEST OF A BOARD FENCE, 60 FEET NORTHEAST
 GY2763'OF CENTER OF CREEK, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 GY2763'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 GY2763'POST PROJECTING 3 INCHES.
 GY2763
 GY2763                          STATION RECOVERY (1957)
 GY2763
 GY2763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2763'RECOVERED IN GOOD CONDITION.
 GY2763
 GY2763                          STATION RECOVERY (1977)
 GY2763
 GY2763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1896 ***********************************************************************
 GY1896  DESIGNATION -  L 169
 GY1896  PID         -  GY1896
 GY1896  STATE/COUNTY-  KY/BREATHITT
 GY1896  USGS QUAD   -  JACKSON (1978)
 GY1896
 GY1896                         *CURRENT SURVEY CONTROL
 GY1896  ___________________________________________________________________
 GY1896* NAD 83(1986)-  37 31 41.     (N)    083 24 54.     (W)     SCALED    
 GY1896* NAVD 88     -       235.933  (meters)     774.06   (feet)  ADJUSTED  
 GY1896  ___________________________________________________________________
 GY1896  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GY1896  DYNAMIC HT  -         235.751 (meters)     773.46  (feet)  COMP
 GY1896  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 GY1896
 GY1896  VERT ORDER  -  SECOND    CLASS 0
 GY1896
 GY1896.The horizontal coordinates were scaled from a topographic map and have
 GY1896.an estimated accuracy of +/- 6 seconds.
 GY1896
 GY1896.The orthometric height was determined by differential leveling
 GY1896.and adjusted by the National Geodetic Survey in June 1991..
 GY1896
 GY1896.The geoid height was determined by GEOID03.
 GY1896
 GY1896.The dynamic height is computed by dividing the NAVD 88
 GY1896.geopotential number by the normal gravity value computed on the
 GY1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1896.degrees latitude (g = 980.6199 gals.).
 GY1896
 GY1896.The modeled gravity was interpolated from observed gravity values.
 GY1896
 GY1896;                    North         East    Units  Estimated Accuracy
 GY1896;SPC KY1Z     - 1,135,180.    1,706,360.      MT  (+/- 180 meters Scaled)
 GY1896
 GY1896                          SUPERSEDED SURVEY CONTROL
 GY1896
 GY1896  NGVD 29 (??/??/92)  236.090  (m)          774.57   (f) ADJ UNCH    2 0
 GY1896
 GY1896.Superseded values are not recommended for survey control.
 GY1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1896.See file dsdata.txt to determine how the superseded data were derived.
 GY1896
 GY1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB866561(NAD 83)
 GY1896_MARKER: DB = BENCH MARK DISK
 GY1896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1896_SP_SET: BRIDGE
 GY1896_STAMPING: L 169 1950 774.572
 GY1896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY1896+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 GY1896
 GY1896  HISTORY     - Date     Condition        Report By
 GY1896  HISTORY     - 1950     MONUMENTED       CGS
 GY1896  HISTORY     - 1957     GOOD             NGS
 GY1896  HISTORY     - 20020605 GOOD             INDIV
 GY1896
 GY1896                          STATION DESCRIPTION
 GY1896
 GY1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY1896'2.8 MI S FROM ELKATAWA.
 GY1896'ABOUT 1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 52 FROM THE SCHOOL
 GY1896'AT ELKATAWA, THENCE ABOUT 1.55 MILES SOUTH ALONG STATE HIGHWAY 30,
 GY1896'AT BRIDGE OVER CANEY CREEK AND AT BIG ROCK SCHOOL, ABOUT 75 YARDS
 GY1896'SOUTH AND ACROSS HIGHWAY FROM THE SCHOOL, SET IN THE TOP OF THE
 GY1896'SOUTH END OF THE WEST ABUTMENT OF A 100-FOOT CONCRETE BRIDGE OVER
 GY1896'CANEY CREEK, 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 GY1896'1 FOOT SOUTH OF THE CONCRETE BANISTER AND ABOUT LEVEL WITH THE
 GY1896'HIGHWAY.
 GY1896
 GY1896                          STATION RECOVERY (1957)
 GY1896
 GY1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY1896'RECOVERED IN GOOD CONDITION.
 GY1896
 GY1896                          STATION RECOVERY (2002)
 GY1896
 GY1896'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CLS)
 GY1896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0404 ***********************************************************************
 GD0404  DESIGNATION -  L 17
 GD0404  PID         -  GD0404
 GD0404  STATE/COUNTY-  KY/GRAVES
 GD0404  USGS QUAD   -  MAYFIELD (1994)
 GD0404
 GD0404                         *CURRENT SURVEY CONTROL
 GD0404  ___________________________________________________________________
 GD0404* NAD 83(1986)-  36 38 33.     (N)    088 44 11.     (W)     SCALED    
 GD0404* NAVD 88     -       142.723  (meters)     468.25   (feet)  ADJUSTED  
 GD0404  ___________________________________________________________________
 GD0404  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GD0404  DYNAMIC HT  -         142.612 (meters)     467.89  (feet)  COMP
 GD0404  MODELED GRAV-     979,849.8   (mgal)                       NAVD 88
 GD0404
 GD0404  VERT ORDER  -  SECOND    CLASS 0
 GD0404
 GD0404.The horizontal coordinates were scaled from a topographic map and have
 GD0404.an estimated accuracy of +/- 6 seconds.
 GD0404
 GD0404.The orthometric height was determined by differential leveling
 GD0404.and adjusted by the National Geodetic Survey in June 1991..
 GD0404
 GD0404.The geoid height was determined by GEOID03.
 GD0404
 GD0404.The dynamic height is computed by dividing the NAVD 88
 GD0404.geopotential number by the normal gravity value computed on the
 GD0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0404.degrees latitude (g = 980.6199 gals.).
 GD0404
 GD0404.The modeled gravity was interpolated from observed gravity values.
 GD0404
 GD0404;                    North         East    Units  Estimated Accuracy
 GD0404;SPC KY1Z     - 1,038,590.    1,232,950.      MT  (+/- 180 meters Scaled)
 GD0404
 GD0404                          SUPERSEDED SURVEY CONTROL
 GD0404
 GD0404  NGVD 29 (??/??/??)  142.712  (m)          468.21   (f) ADJUSTED    2 0
 GD0404
 GD0404.Superseded values are not recommended for survey control.
 GD0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0404.See file dsdata.txt to determine how the superseded data were derived.
 GD0404
 GD0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF447566(NAD 83)
 GD0404_MARKER: DB = BENCH MARK DISK
 GD0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0404_STAMPING: L 17 1933
 GD0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0404+STABILITY: SURFACE MOTION
 GD0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0404+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 GD0404
 GD0404  HISTORY     - Date     Condition        Report By
 GD0404  HISTORY     - 1933     MONUMENTED       CGS
 GD0404  HISTORY     - 1972     GOOD             NGS
 GD0404  HISTORY     - 20020819 GOOD             USACE
 GD0404
 GD0404                          STATION DESCRIPTION
 GD0404
 GD0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0404'AT WINGO.
 GD0404'AT WINGO, GRAVES COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 140
 GD0404'YARDS SOUTH OF THE SOUTH END OF THE STATION, ABOUT 200 YARDS
 GD0404'SOUTH OF MILEPOST 257, AT THE MAIN-STREET CROSSING, 15 YARDS
 GD0404'WEST OF THE CENTERLINE OF THE TRACK, 8 YARDS SOUTH OF THE
 GD0404'CENTERLINE OF THE STREET, AND 5 YARDS WEST OF A SIGNAL BOX.  A
 GD0404'STANDARD DISK, STAMPED L 17 1933 AND SET IN THE TOP OF A CONCRETE
 GD0404'POST.  28.0 FEET S 10 DEG W OF CENTERLINE ROAD, 2.4 FEET S
 GD0404'50 DEG E OF METER POWER POLE.  12.5 FEET N 70 DEG WEST OF
 GD0404'CENTERLINE NW ANCHOR BOLT OF SIGNAL TOWER.  STEEL POST AND
 GD0404'SURVEY MARKER SIGN SET AT MONUMENT.
 GD0404
 GD0404                          STATION RECOVERY (1972)
 GD0404
 GD0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0404'RECOVERED IN GOOD CONDITION.
 GD0404
 GD0404                          STATION RECOVERY (2002)
 GD0404
 GD0404'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0404'OLD RR GRADE HUMP IS STILL DETECTIBLE. MONUMENT IS 6.5 FT NW OF THE NW
 GD0404'CORNER OF AN ASPHALT PARKING LOT.
 GD0404' 
 GD0404'ALSO, MAINT ST. CROSSING IS HWY 339.
 GD0404' 
 GD0404'TVA WITNESS POST AND SIGN SET 1.0 FT S OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2148 ***********************************************************************
 GY2148  DESIGNATION -  L 170
 GY2148  PID         -  GY2148
 GY2148  STATE/COUNTY-  KY/BREATHITT
 GY2148  USGS QUAD   -  CANOE (1976)
 GY2148
 GY2148                         *CURRENT SURVEY CONTROL
 GY2148  ___________________________________________________________________
 GY2148* NAD 83(1986)-  37 24 31.     (N)    083 28 15.     (W)     SCALED    
 GY2148* NAVD 88     -       221.651  (meters)     727.20   (feet)  ADJUSTED  
 GY2148  ___________________________________________________________________
 GY2148  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GY2148  DYNAMIC HT  -         221.478 (meters)     726.63  (feet)  COMP
 GY2148  MODELED GRAV-     979,844.4   (mgal)                       NAVD 88
 GY2148
 GY2148  VERT ORDER  -  SECOND    CLASS 0
 GY2148
 GY2148.The horizontal coordinates were scaled from a topographic map and have
 GY2148.an estimated accuracy of +/- 6 seconds.
 GY2148
 GY2148.The orthometric height was determined by differential leveling
 GY2148.and adjusted by the National Geodetic Survey in June 1991..
 GY2148
 GY2148.The geoid height was determined by GEOID03.
 GY2148
 GY2148.The dynamic height is computed by dividing the NAVD 88
 GY2148.geopotential number by the normal gravity value computed on the
 GY2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2148.degrees latitude (g = 980.6199 gals.).
 GY2148
 GY2148.The modeled gravity was interpolated from observed gravity values.
 GY2148
 GY2148;                    North         East    Units  Estimated Accuracy
 GY2148;SPC KY1Z     - 1,121,800.    1,701,750.      MT  (+/- 180 meters Scaled)
 GY2148
 GY2148                          SUPERSEDED SURVEY CONTROL
 GY2148
 GY2148  NGVD 29 (??/??/92)  221.815  (m)          727.74   (f) ADJ UNCH    2 0
 GY2148
 GY2148.Superseded values are not recommended for survey control.
 GY2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2148.See file dsdata.txt to determine how the superseded data were derived.
 GY2148
 GY2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB813430(NAD 83)
 GY2148_MARKER: DB = BENCH MARK DISK
 GY2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2148_STAMPING: L 170 1950 727.738
 GY2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2148+STABILITY: SURFACE MOTION
 GY2148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2148+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1996
 GY2148
 GY2148  HISTORY     - Date     Condition        Report By
 GY2148  HISTORY     - 1950     MONUMENTED       CGS
 GY2148  HISTORY     - 1957     GOOD             NGS
 GY2148  HISTORY     - 19960625 GOOD             KYDT
 GY2148
 GY2148                          STATION DESCRIPTION
 GY2148
 GY2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2148'1.3 MI N FROM CROCKETTSVILLE.
 GY2148'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 315 FROM THE POST
 GY2148'OFFICE AT CROCKETTSVILLE, 21 FEET SOUTH OF THE CENTER LINE OF
 GY2148'THE HIGHWAY, 33 FEET WEST OF THE CENTER OF THE SOUTH END OF A
 GY2148'36-INCH PIPE CULVERT WITH CONCRETE HEAD WALL AND WING WALLS, 2
 GY2148'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET
 GY2148'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY2148'4 INCHES.
 GY2148
 GY2148                          STATION RECOVERY (1957)
 GY2148
 GY2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2148'RECOVERED IN GOOD CONDITION.
 GY2148
 GY2148                          STATION RECOVERY (1996)
 GY2148
 GY2148'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2148'ABOUT 3.15 MILES NORTHEAST ALONG KY 315 FROM JUNCTION WITH KY 28, 2.5
 GY2148'FEET BELOW ROADWAY, BURIED 1 INCH, 2.8 FEET NORTH OF FIBERGLASS
 GY2148'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2105 ***********************************************************************
 GY2105  DESIGNATION -  L 171
 GY2105  PID         -  GY2105
 GY2105  STATE/COUNTY-  KY/PERRY
 GY2105  USGS QUAD   -  KRYPTON (1972)
 GY2105
 GY2105                         *CURRENT SURVEY CONTROL
 GY2105  ___________________________________________________________________
 GY2105* NAD 83(1986)-  37 22 24.     (N)    083 17 19.     (W)     SCALED    
 GY2105* NAVD 88     -       305.754  (meters)    1003.13   (feet)  ADJUSTED  
 GY2105  ___________________________________________________________________
 GY2105  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY2105  DYNAMIC HT  -         305.520 (meters)    1002.36  (feet)  COMP
 GY2105  MODELED GRAV-     979,855.8   (mgal)                       NAVD 88
 GY2105
 GY2105  VERT ORDER  -  SECOND    CLASS 0
 GY2105
 GY2105.The horizontal coordinates were scaled from a topographic map and have
 GY2105.an estimated accuracy of +/- 6 seconds.
 GY2105
 GY2105.The orthometric height was determined by differential leveling
 GY2105.and adjusted by the National Geodetic Survey in June 1991..
 GY2105
 GY2105.The geoid height was determined by GEOID03.
 GY2105
 GY2105.The dynamic height is computed by dividing the NAVD 88
 GY2105.geopotential number by the normal gravity value computed on the
 GY2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2105.degrees latitude (g = 980.6199 gals.).
 GY2105
 GY2105.The modeled gravity was interpolated from observed gravity values.
 GY2105
 GY2105;                    North         East    Units  Estimated Accuracy
 GY2105;SPC KY1Z     - 1,118,300.    1,717,980.      MT  (+/- 180 meters Scaled)
 GY2105
 GY2105                          SUPERSEDED SURVEY CONTROL
 GY2105
 GY2105  NGVD 29 (??/??/92)  305.924  (m)         1003.69   (f) ADJ UNCH    2 0
 GY2105
 GY2105.Superseded values are not recommended for survey control.
 GY2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2105.See file dsdata.txt to determine how the superseded data were derived.
 GY2105
 GY2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB973387(NAD 83)
 GY2105_MARKER: DB = BENCH MARK DISK
 GY2105_SETTING: 66 = SET IN ROCK OUTCROP
 GY2105_SP_SET: ROCK CUT
 GY2105_STAMPING: L 171 1950 1003.686
 GY2105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2105+STABILITY: POSITION/ELEVATION WELL
 GY2105
 GY2105  HISTORY     - Date     Condition        Report By
 GY2105  HISTORY     - 1950     MONUMENTED       CGS
 GY2105  HISTORY     - 1956     GOOD             NGS
 GY2105  HISTORY     - 19960610 MARK NOT FOUND   KYDT
 GY2105  HISTORY     - 19960624 MARK NOT FOUND   KYDT
 GY2105
 GY2105                          STATION DESCRIPTION
 GY2105
 GY2105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2105'5.9 MI NE FROM CHAVIES.
 GY2105'3.85 MILES EAST ALONG STATE HIGHWAY 28 FROM THE EAST END OF
 GY2105'BRIDGE OVER NORTH FORK OF KENTUCKY RIVER AT CHAVIES, THENCE
 GY2105'ABOUT 2.05 MILES NORTHEAST ALONG GRAVEL ROAD FOLLOWING TENMILE
 GY2105'CREEK, 0.55 MILE NORTH OF THE TOP OF A GRADE, ABOUT 100 YARDS
 GY2105'NORTHEAST OF A FARM HOUSE, SET VERTICALLY IN THE WEST FACE OF A
 GY2105'2 1/2-FOOT THICK LAYER OF ROCKY CUT, 13 FEET EAST OF CENTER OF
 GY2105'ROAD, 56 FEET NORTH OF EAST END OF A 24-INCH PIPE CULVERT
 GY2105'FOR A SMALL BRANCH, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF ROAD.
 GY2105
 GY2105                          STATION RECOVERY (1996)
 GY2105
 GY2105'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2105'MARK NOT FOUND.
 GY2105
 GY2105                          STATION RECOVERY (1996)
 GY2105
 GY2105'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2126 ***********************************************************************
 GY2126  DESIGNATION -  L 172
 GY2126  PID         -  GY2126
 GY2126  STATE/COUNTY-  KY/LESLIE
 GY2126  USGS QUAD   -  BUCKHORN (1979)
 GY2126
 GY2126                         *CURRENT SURVEY CONTROL
 GY2126  ___________________________________________________________________
 GY2126* NAD 83(1986)-  37 15 45.     (N)    083 24 03.     (W)     SCALED    
 GY2126* NAVD 88     -       277.740  (meters)     911.22   (feet)  ADJUSTED  
 GY2126  ___________________________________________________________________
 GY2126  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY2126  DYNAMIC HT  -         277.522 (meters)     910.50  (feet)  COMP
 GY2126  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 GY2126
 GY2126  VERT ORDER  -  SECOND    CLASS 0
 GY2126
 GY2126.The horizontal coordinates were scaled from a topographic map and have
 GY2126.an estimated accuracy of +/- 6 seconds.
 GY2126
 GY2126.The orthometric height was determined by differential leveling
 GY2126.and adjusted by the National Geodetic Survey in June 1991..
 GY2126
 GY2126.The geoid height was determined by GEOID03.
 GY2126
 GY2126.The dynamic height is computed by dividing the NAVD 88
 GY2126.geopotential number by the normal gravity value computed on the
 GY2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2126.degrees latitude (g = 980.6199 gals.).
 GY2126
 GY2126.The modeled gravity was interpolated from observed gravity values.
 GY2126
 GY2126;                    North         East    Units  Estimated Accuracy
 GY2126;SPC KY1Z     - 1,105,750.    1,708,350.      MT  (+/- 180 meters Scaled)
 GY2126
 GY2126                          SUPERSEDED SURVEY CONTROL
 GY2126
 GY2126  NGVD 29 (??/??/92)  277.910  (m)          911.78   (f) ADJ UNCH    2 0
 GY2126
 GY2126.Superseded values are not recommended for survey control.
 GY2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2126.See file dsdata.txt to determine how the superseded data were derived.
 GY2126
 GY2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB871266(NAD 83)
 GY2126_MARKER: DB = BENCH MARK DISK
 GY2126_SETTING: 80 = SET IN A BOULDER
 GY2126_SP_SET: BOULDER
 GY2126_STAMPING: L 172 1950 911.776
 GY2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2126+STABILITY: SURFACE MOTION
 GY2126
 GY2126  HISTORY     - Date     Condition        Report By
 GY2126  HISTORY     - 1950     MONUMENTED       CGS
 GY2126  HISTORY     - 1957     POOR             NGS
 GY2126  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2126
 GY2126                          STATION DESCRIPTION
 GY2126
 GY2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2126'1.3 MI SW FROM CONFLUENCE.
 GY2126'ABOUT 1.3 MILES SOUTHWEST AND WEST ALONG A ROUGH ROAD LEADING
 GY2126'TO SHOAL FROM THE POST OFFICE AT CONFLUENCE, ABOUT 1.3 MILE
 GY2126'SOUTHWEST AND WEST ALONG ROUGH ROAD FOLLOWING WILDER BRANCH FROM
 GY2126'ITS MOUTH AT CONFLUENCE, ABOUT 0.7 MILE SOUTHWEST OF WILDER
 GY2126'SCHOOL, 20 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF THE
 GY2126'ROUGH ROAD AND WILDER BRANCH, SET IN THE TOP AND 1 1/2 FEET
 GY2126'SOUTHEAST OF THE TOP OF RIDGE OF A LARGE BOULDER PROJECTING
 GY2126'INTO CREEK BED, 7 FEET NORTHEAST OF SOUTHWEST POINT OF ROCK AND
 GY2126'ABOUT 6 FEET ABOVE ROAD AND CREEK.
 GY2126
 GY2126                          STATION RECOVERY (1957)
 GY2126
 GY2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2126'MARK RECOVERED IN POOR CONDITION.
 GY2126
 GY2126                          STATION RECOVERY (1977)
 GY2126
 GY2126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2393 ***********************************************************************
 GY2393  DESIGNATION -  L 173
 GY2393  PID         -  GY2393
 GY2393  STATE/COUNTY-  KY/PERRY
 GY2393  USGS QUAD   -  BUCKHORN (1979)
 GY2393
 GY2393                         *CURRENT SURVEY CONTROL
 GY2393  ___________________________________________________________________
 GY2393* NAD 83(1986)-  37 20 03.     (N)    083 24 12.     (W)     SCALED    
 GY2393* NAVD 88     -       349.875  (meters)    1147.88   (feet)  ADJUSTED  
 GY2393  ___________________________________________________________________
 GY2393  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GY2393  DYNAMIC HT  -         349.600 (meters)    1146.98  (feet)  COMP
 GY2393  MODELED GRAV-     979,833.7   (mgal)                       NAVD 88
 GY2393
 GY2393  VERT ORDER  -  SECOND    CLASS 0
 GY2393
 GY2393.The horizontal coordinates were scaled from a topographic map and have
 GY2393.an estimated accuracy of +/- 6 seconds.
 GY2393
 GY2393.The orthometric height was determined by differential leveling
 GY2393.and adjusted by the National Geodetic Survey in June 1991..
 GY2393
 GY2393.The geoid height was determined by GEOID03.
 GY2393
 GY2393.The dynamic height is computed by dividing the NAVD 88
 GY2393.geopotential number by the normal gravity value computed on the
 GY2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2393.degrees latitude (g = 980.6199 gals.).
 GY2393
 GY2393.The modeled gravity was interpolated from observed gravity values.
 GY2393
 GY2393;                    North         East    Units  Estimated Accuracy
 GY2393;SPC KY1Z     - 1,113,690.    1,707,930.      MT  (+/- 180 meters Scaled)
 GY2393
 GY2393                          SUPERSEDED SURVEY CONTROL
 GY2393
 GY2393  NGVD 29 (??/??/92)  350.04   (m)         1148.4    (f) COMPUTED    2 0
 GY2393
 GY2393.Superseded values are not recommended for survey control.
 GY2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2393.See file dsdata.txt to determine how the superseded data were derived.
 GY2393
 GY2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB870346(NAD 83)
 GY2393_MARKER: DB = BENCH MARK DISK
 GY2393_SETTING: 66 = SET IN ROCK OUTCROP
 GY2393_SP_SET: ROCK CUT
 GY2393_STAMPING: L 173 1950 1148.429
 GY2393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2393+STABILITY: POSITION/ELEVATION WELL
 GY2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2393+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1996
 GY2393
 GY2393  HISTORY     - Date     Condition        Report By
 GY2393  HISTORY     - 1950     MONUMENTED       CGS
 GY2393  HISTORY     - 1957     GOOD             NGS
 GY2393  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2393  HISTORY     - 19960625 GOOD             KYDT
 GY2393
 GY2393                          STATION DESCRIPTION
 GY2393
 GY2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2393'4.4 MI W FROM CHAVIES.
 GY2393'ABOUT 4.35 MILES WEST ALONG STATE HIGHWAY 28 FROM THE LOUISVILLE
 GY2393'AND NASHVILLE RAILROAD STATION AT CHAVIES, ABOUT 0.1 MILE SOUTH
 GY2393'AND UPHILL FROM THE CENTER OF A HAIRPIN CURVE, ABOUT 1.7 MILES
 GY2393'EAST OF GAYS CREEK SCHOOL, SET VERTICALLY IN THE SMOOTH VERTICAL
 GY2393'FACE OF A ROCK CUT, 18 FEET EAST OF THE CENTER LINE OF THE
 GY2393'HIGHWAY, 8 FEET NORTH OF THE SOUTH END OF ROCK CUT, 5 FEET NORTH
 GY2393'OF A ROCK CORNER, AND ABOUT 4 1/2 FEET ABOVE THE HIGHWAY.
 GY2393
 GY2393                          STATION RECOVERY (1957)
 GY2393
 GY2393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2393'RECOVERED IN GOOD CONDITION.
 GY2393
 GY2393                          STATION RECOVERY (1977)
 GY2393
 GY2393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2393'MARK NOT FOUND.
 GY2393
 GY2393                          STATION RECOVERY (1996)
 GY2393
 GY2393'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2393'ABOUT 4.5 MILES WEST ALONG KY 28 FROM BRIDGE OVER NORTH FORK OF
 GY2393'KENTUCKY RIVER AT CHAVIES, THENCE 700 FEET NORTH ALONG KY 1893 TO MARK
 GY2393'ON RIGHT AT SOUTH END OF CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1942 ***********************************************************************
 GY1942  DESIGNATION -  L 174
 GY1942  PID         -  GY1942
 GY1942  STATE/COUNTY-  KY/PERRY
 GY1942  USGS QUAD   -  KRYPTON (1972)
 GY1942
 GY1942                         *CURRENT SURVEY CONTROL
 GY1942  ___________________________________________________________________
 GY1942* NAD 83(1986)-  37 18 51.     (N)    083 18 43.     (W)     SCALED    
 GY1942* NAVD 88     -       246.218  (meters)     807.80   (feet)  ADJUSTED  
 GY1942  ___________________________________________________________________
 GY1942  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GY1942  DYNAMIC HT  -         246.028 (meters)     807.18  (feet)  COMP
 GY1942  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 GY1942
 GY1942  VERT ORDER  -  FIRST     CLASS I
 GY1942
 GY1942.The horizontal coordinates were scaled from a topographic map and have
 GY1942.an estimated accuracy of +/- 6 seconds.
 GY1942
 GY1942.The orthometric height was determined by differential leveling
 GY1942.and adjusted by the National Geodetic Survey in June 1991..
 GY1942.WARNING-Repeat measurements at this control monument indicate possible
 GY1942.vertical movement.
 GY1942
 GY1942.The geoid height was determined by GEOID03.
 GY1942
 GY1942.The dynamic height is computed by dividing the NAVD 88
 GY1942.geopotential number by the normal gravity value computed on the
 GY1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1942.degrees latitude (g = 980.6199 gals.).
 GY1942
 GY1942.The modeled gravity was interpolated from observed gravity values.
 GY1942
 GY1942;                    North         East    Units  Estimated Accuracy
 GY1942;SPC KY1Z     - 1,111,680.    1,716,080.      MT  (+/- 180 meters Scaled)
 GY1942
 GY1942                          SUPERSEDED SURVEY CONTROL
 GY1942
 GY1942  NGVD 29 (??/??/92)  246.392  (m)          808.37   (f) ADJ UNCH    1 1
 GY1942
 GY1942.Superseded values are not recommended for survey control.
 GY1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1942.See file dsdata.txt to determine how the superseded data were derived.
 GY1942
 GY1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB951322(NAD 83)
 GY1942_MARKER: DB = BENCH MARK DISK
 GY1942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1942_SP_SET: FOUNDATION
 GY1942_STAMPING: L 174 1950 808.447
 GY1942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1942+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 GY1942
 GY1942  HISTORY     - Date     Condition        Report By
 GY1942  HISTORY     - 1950     MONUMENTED       CGS
 GY1942  HISTORY     - 1967     GOOD             NGS
 GY1942  HISTORY     - 19960410 GOOD             KYDT
 GY1942  HISTORY     - 19960624 GOOD             KYDT
 GY1942
 GY1942                          STATION DESCRIPTION
 GY1942
 GY1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1942'5.7 MI SE FROM CHAVIES.
 GY1942'ABOUT 5.7 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1942'RAILROAD FROM DUFFS GENERAL STORE AT CHAVIES, 10 POLES WEST OF
 GY1942'MILEPOST 229, 136 FEET NORTHEAST AND ACROSS THE TRACK FROM THE
 GY1942'WALTER NAPIER STORE IN THE SMALL COMMUNITY OF NAPFOR, SET IN THE
 GY1942'TOP AND 3.7 FEET WEST OF THE EAST END OF THE NORTH CONCRETE WALL
 GY1942'OF AN ABANDONED RAILROAD SCALE FOUNDATION, 13 1/2 FEET NORTH OF
 GY1942'A CROSSING SIGN, 13 FEET NORTH OF A ROW OF TELEPHONE POLES, ABOUT
 GY1942'1 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 1 1/2 FEET
 GY1942'BELOW THE LEVEL OF THE TRACK.
 GY1942
 GY1942                          STATION RECOVERY (1996)
 GY1942
 GY1942'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1942'RECOVERED IN GOOD CONDITION.
 GY1942
 GY1942                          STATION RECOVERY (1996)
 GY1942
 GY1942'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1925 ***********************************************************************
 GY1925  DESIGNATION -  L 175
 GY1925  PID         -  GY1925
 GY1925  STATE/COUNTY-  KY/BREATHITT
 GY1925  USGS QUAD   -  CANOE (1976)
 GY1925
 GY1925                         *CURRENT SURVEY CONTROL
 GY1925  ___________________________________________________________________
 GY1925* NAD 83(1986)-  37 23 09.     (N)    083 23 23.     (W)     SCALED    
 GY1925* NAVD 88     -       245.992  (meters)     807.06   (feet)  ADJUSTED  
 GY1925  ___________________________________________________________________
 GY1925  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GY1925  DYNAMIC HT  -         245.802 (meters)     806.44  (feet)  COMP
 GY1925  MODELED GRAV-     979,850.1   (mgal)                       NAVD 88
 GY1925
 GY1925  VERT ORDER  -  FIRST     CLASS I
 GY1925
 GY1925.The horizontal coordinates were scaled from a topographic map and have
 GY1925.an estimated accuracy of +/- 6 seconds.
 GY1925
 GY1925.The orthometric height was determined by differential leveling
 GY1925.and adjusted by the National Geodetic Survey in June 1991..
 GY1925
 GY1925.The geoid height was determined by GEOID03.
 GY1925
 GY1925.The dynamic height is computed by dividing the NAVD 88
 GY1925.geopotential number by the normal gravity value computed on the
 GY1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1925.degrees latitude (g = 980.6199 gals.).
 GY1925
 GY1925.The modeled gravity was interpolated from observed gravity values.
 GY1925
 GY1925;                    North         East    Units  Estimated Accuracy
 GY1925;SPC KY1Z     - 1,119,450.    1,708,990.      MT  (+/- 180 meters Scaled)
 GY1925
 GY1925                          SUPERSEDED SURVEY CONTROL
 GY1925
 GY1925  NGVD 29 (??/??/92)  246.162  (m)          807.62   (f) ADJ UNCH    1 1
 GY1925
 GY1925.Superseded values are not recommended for survey control.
 GY1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1925.See file dsdata.txt to determine how the superseded data were derived.
 GY1925
 GY1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB884403(NAD 83)
 GY1925_MARKER: DB = BENCH MARK DISK
 GY1925_SETTING: 66 = SET IN ROCK OUTCROP
 GY1925_SP_SET: ROCK OUTCROP
 GY1925_STAMPING: L 175 1950 807.616
 GY1925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1925+STABILITY: POSITION/ELEVATION WELL
 GY1925
 GY1925  HISTORY     - Date     Condition        Report By
 GY1925  HISTORY     - 1950     MONUMENTED       CGS
 GY1925  HISTORY     - 1967     GOOD             NGS
 GY1925
 GY1925                          STATION DESCRIPTION
 GY1925
 GY1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1925'5.4 MI NW FROM CHAVIES.
 GY1925'ABOUT 5.45 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY1925'RAILROAD FROM DUFFS GENERAL STORE AT CHAVIES, 6 TELEPHONE POLES
 GY1925'NORTHEAST OF MILEPOST 218, 255 FEET NORTHWEST OF THE NORTHWEST
 GY1925'RAIL OF THE TRACK, SET VERTICALLY IN THE EAST FACE OF A LARGE ROCK
 GY1925'OUTCROP, 183 FEET NORTHWEST OF THE NORTH CORNER OF A WHITE FRAME
 GY1925'HOUSE, 35 FEET SOUTHWEST OF THE CENTERLINE OF A WOODED RAVINE,
 GY1925'ABOUT 2 FEET ABOVE THE BOTTOM OF THE ROCK OUTCROP, ABOUT 12 FEET
 GY1925'ABOVE THE BOTTOM OF THE RAVINE, AND ABOUT 25 FEET ABOVE THE LEVEL
 GY1925'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0977 ***********************************************************************
 GZ0977  DESIGNATION -  L 176
 GZ0977  PID         -  GZ0977
 GZ0977  STATE/COUNTY-  KY/LINCOLN
 GZ0977  USGS QUAD   -  CRAB ORCHARD (1952)
 GZ0977
 GZ0977                         *CURRENT SURVEY CONTROL
 GZ0977  ___________________________________________________________________
 GZ0977* NAD 83(1986)-  37 26 01.     (N)    084 32 11.     (W)     SCALED    
 GZ0977* NAVD 88     -       286.931  (meters)     941.37   (feet)  ADJUSTED  
 GZ0977  ___________________________________________________________________
 GZ0977  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GZ0977  DYNAMIC HT  -         286.708 (meters)     940.64  (feet)  COMP
 GZ0977  MODELED GRAV-     979,845.9   (mgal)                       NAVD 88
 GZ0977
 GZ0977  VERT ORDER  -  SECOND    CLASS 0
 GZ0977
 GZ0977.The horizontal coordinates were scaled from a topographic map and have
 GZ0977.an estimated accuracy of +/- 6 seconds.
 GZ0977
 GZ0977.The orthometric height was determined by differential leveling
 GZ0977.and adjusted by the National Geodetic Survey in June 1991..
 GZ0977
 GZ0977.The geoid height was determined by GEOID03.
 GZ0977
 GZ0977.The dynamic height is computed by dividing the NAVD 88
 GZ0977.geopotential number by the normal gravity value computed on the
 GZ0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0977.degrees latitude (g = 980.6199 gals.).
 GZ0977
 GZ0977.The modeled gravity was interpolated from observed gravity values.
 GZ0977
 GZ0977;                    North         East    Units  Estimated Accuracy
 GZ0977;SPC KY1Z     - 1,122,810.    1,607,400.      MT  (+/- 180 meters Scaled)
 GZ0977
 GZ0977                          SUPERSEDED SURVEY CONTROL
 GZ0977
 GZ0977  NGVD 29 (??/??/92)  287.075  (m)          941.85   (f) ADJ UNCH    2 0
 GZ0977
 GZ0977.Superseded values are not recommended for survey control.
 GZ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0977.See file dsdata.txt to determine how the superseded data were derived.
 GZ0977
 GZ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG179458(NAD 83)
 GZ0977_MARKER: DB = BENCH MARK DISK
 GZ0977_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0977_SP_SET: BRIDGE
 GZ0977_STAMPING: L 176 1950 941.845
 GZ0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0977
 GZ0977  HISTORY     - Date     Condition        Report By
 GZ0977  HISTORY     - 1950     MONUMENTED       CGS
 GZ0977  HISTORY     - 1958     GOOD             NGS
 GZ0977
 GZ0977                          STATION DESCRIPTION
 GZ0977
 GZ0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0977'2.1 MI S FROM CRAB ORCHARD.
 GZ0977'ABOUT 0.3 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0977'FROM THE STATION AT CRAB ORCHARD, THENCE ABOUT 1.8 MILES SOUTH
 GZ0977'ALONG A GRAVEL ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST
 GZ0977'HEAD WALL OF A 26-FOOT CONCRETE BRIDGE OVER A CREEK, ABOUT 0.1
 GZ0977'MILE NORTH OF THE JUNCTION OF A ROAD WEST, 11 1/2 FEET WEST OF THE
 GZ0977'CENTER LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE THE ROAD.
 GZ0977
 GZ0977                          STATION RECOVERY (1958)
 GZ0977
 GZ0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2577 ***********************************************************************
 GZ2577  DESIGNATION -  L 177 RESET 1981
 GZ2577  PID         -  GZ2577
 GZ2577  STATE/COUNTY-  KY/ROCKCASTLE
 GZ2577  USGS QUAD   -  MOUNT VERNON (1993)
 GZ2577
 GZ2577                         *CURRENT SURVEY CONTROL
 GZ2577  ___________________________________________________________________
 GZ2577* NAD 83(1986)-  37 15 04.     (N)    084 21 46.     (W)     SCALED    
 GZ2577* NAVD 88     -       282.91   (meters)     928.2    (feet)  RESET     
 GZ2577  ___________________________________________________________________
 GZ2577  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ2577
 GZ2577  VERT ORDER  -  THIRD
 GZ2577
 GZ2577.The horizontal coordinates were scaled from a topographic map and have
 GZ2577.an estimated accuracy of +/- 6 seconds.
 GZ2577
 GZ2577.The orthometric height was computed from unverified reset data.
 GZ2577.No vertical observational check was made to the station.
 GZ2577
 GZ2577.The geoid height was determined by GEOID03.
 GZ2577
 GZ2577;                    North         East    Units  Estimated Accuracy
 GZ2577;SPC KY1Z     - 1,102,770.    1,623,060.      MT  (+/- 180 meters Scaled)
 GZ2577
 GZ2577                          SUPERSEDED SURVEY CONTROL
 GZ2577
 GZ2577  NGVD 29 (10/08/05)  283.08   (m)          928.7    (f) RESET       3  
 GZ2577
 GZ2577.Superseded values are not recommended for survey control.
 GZ2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2577.See file dsdata.txt to determine how the superseded data were derived.
 GZ2577
 GZ2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG338259(NAD 83)
 GZ2577_MARKER: DB = BENCH MARK DISK
 GZ2577_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2577_SP_SET: SET IN ROCK OUTCROP
 GZ2577_STAMPING: L 177 RESET 1981
 GZ2577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2577+STABILITY: POSITION/ELEVATION WELL
 GZ2577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2577+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 GZ2577
 GZ2577  HISTORY     - Date     Condition        Report By
 GZ2577  HISTORY     - 1981     MONUMENTED       NGS
 GZ2577  HISTORY     - 20050427 GOOD             KYTC
 GZ2577
 GZ2577                          STATION DESCRIPTION
 GZ2577
 GZ2577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 GZ2577'5.8 KM (3.6 MI) SOUTH FROM SAND SPRINGS.
 GZ2577'5.8 KM (3.6 MI) SOUTH ALONG ROAD FROM THE POST OFFICE IN SAND SPRINGS,
 GZ2577'SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK CUT, 52.1 METERS
 GZ2577'(171.0 FEET) SOUTHEAST OF THE SOUTHWEST END OF BRIDGE OVER SKEGGS
 GZ2577'CREEK, 5.8 METERS (19.0 FEET) SOUTHWEST OF THE CENTERLINE OF ROAD,
 GZ2577'AND 13.7 METERS (45.0 FEET) NORTHWEST OF THE SOUTHEAST END OF CUT.
 GZ2577'THE MARK IS 0.5 FT BELOW ROAD.
 GZ2577
 GZ2577                          STATION RECOVERY (2005)
 GZ2577
 GZ2577'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ2577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0428 ***********************************************************************
 GZ0428  DESIGNATION -  L 178
 GZ0428  PID         -  GZ0428
 GZ0428  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0428  USGS QUAD   -  MARETBURG (1979)
 GZ0428
 GZ0428                         *CURRENT SURVEY CONTROL
 GZ0428  ___________________________________________________________________
 GZ0428* NAD 83(1986)-  37 21 54.     (N)    084 28 33.     (W)     SCALED    
 GZ0428* NAVD 88     -       357.838  (meters)    1174.01   (feet)  ADJUSTED  
 GZ0428  ___________________________________________________________________
 GZ0428  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GZ0428  DYNAMIC HT  -         357.565 (meters)    1173.11  (feet)  COMP
 GZ0428  MODELED GRAV-     979,855.2   (mgal)                       NAVD 88
 GZ0428
 GZ0428  VERT ORDER  -  SECOND    CLASS 0
 GZ0428
 GZ0428.The horizontal coordinates were scaled from a topographic map and have
 GZ0428.an estimated accuracy of +/- 6 seconds.
 GZ0428
 GZ0428.The orthometric height was determined by differential leveling
 GZ0428.and adjusted by the National Geodetic Survey in June 1991..
 GZ0428
 GZ0428.The geoid height was determined by GEOID03.
 GZ0428
 GZ0428.The dynamic height is computed by dividing the NAVD 88
 GZ0428.geopotential number by the normal gravity value computed on the
 GZ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0428.degrees latitude (g = 980.6199 gals.).
 GZ0428
 GZ0428.The modeled gravity was interpolated from observed gravity values.
 GZ0428
 GZ0428;                    North         East    Units  Estimated Accuracy
 GZ0428;SPC KY1Z     - 1,115,270.    1,612,860.      MT  (+/- 180 meters Scaled)
 GZ0428
 GZ0428                          SUPERSEDED SURVEY CONTROL
 GZ0428
 GZ0428  NGVD 29 (??/??/92)  357.988  (m)         1174.50   (f) ADJ UNCH    2 0
 GZ0428
 GZ0428.Superseded values are not recommended for survey control.
 GZ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0428.See file dsdata.txt to determine how the superseded data were derived.
 GZ0428
 GZ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG235383(NAD 83)
 GZ0428_MARKER: DB = BENCH MARK DISK
 GZ0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0428_STAMPING: L 178 1950 1174.499
 GZ0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0428+STABILITY: SURFACE MOTION
 GZ0428
 GZ0428  HISTORY     - Date     Condition        Report By
 GZ0428  HISTORY     - 1950     MONUMENTED       CGS
 GZ0428  HISTORY     - 1958     GOOD             NGS
 GZ0428
 GZ0428                          STATION DESCRIPTION
 GZ0428
 GZ0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0428'6.2 MI SW FROM BRODHEAD.
 GZ0428'ABOUT 1.7 MILES SOUTH ALONG U.S. HIGHWAY 150 FROM THE
 GZ0428'LOUISVILLE AND NASHVILLE RAILROAD STATION AT BRODHEAD, THENCE
 GZ0428'ABOUT 2.25 MILES SOUTHWEST ALONG STATE HIGHWAY 70, THENCE ABOUT
 GZ0428'2.2 MILES WEST ALONG A GRAVEL ROAD, ABOUT 0.7 MILE WEST OF A
 GZ0428'SCHOOL, ABOUT 115 YARDS WEST OF THE JUNCTION OF A ROAD NORTH,
 GZ0428'AT A SMALL WHITE FRAME HOUSE, 39 FEET NORTH OF THE CENTER LINE
 GZ0428'OF THE ROAD, 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GZ0428'HOUSE, 30 FEET SOUTHWEST OF A 24-INCH HICKORY TREE, 1 1/2 FEET
 GZ0428'EAST OF A FENCE LINE, 18 FEET NORTH OF A FENCE CORNER, 1 1/2
 GZ0428'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE
 GZ0428'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ0428'NOTE-- MARK MAY BE REACHED FROM THE SCHOOL AT BROUGHTENTOWN,
 GZ0428'LINCOLN COUNTY BY GOING ABOUT 0.2 MILE NORTH ALONG A GRAVEL
 GZ0428'ROAD, THENCE ABOUT 1.9 MILES EAST ALONG A GRAVEL ROAD, THENCE
 GZ0428'ABOUT 0.55 MILE SOUTH AND ABOUT 1.75 MILES EAST ALONG GRAVEL
 GZ0428'ROADS.
 GZ0428
 GZ0428                          STATION RECOVERY (1958)
 GZ0428
 GZ0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0414 ***********************************************************************
 GZ0414  DESIGNATION -  L 179
 GZ0414  PID         -  GZ0414
 GZ0414  STATE/COUNTY-  KY/PULASKI
 GZ0414  USGS QUAD   -  SHOPVILLE (1987)
 GZ0414
 GZ0414                         *CURRENT SURVEY CONTROL
 GZ0414  ___________________________________________________________________
 GZ0414* NAD 83(1986)-  37 11 00.     (N)    084 28 16.     (W)     SCALED    
 GZ0414* NAVD 88     -       299.172  (meters)     981.53   (feet)  ADJUSTED  
 GZ0414  ___________________________________________________________________
 GZ0414  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GZ0414  DYNAMIC HT  -         298.945 (meters)     980.79  (feet)  COMP
 GZ0414  MODELED GRAV-     979,863.4   (mgal)                       NAVD 88
 GZ0414
 GZ0414  VERT ORDER  -  SECOND    CLASS 0
 GZ0414
 GZ0414.The horizontal coordinates were scaled from a topographic map and have
 GZ0414.an estimated accuracy of +/- 6 seconds.
 GZ0414
 GZ0414.The orthometric height was determined by differential leveling
 GZ0414.and adjusted by the National Geodetic Survey in June 1991..
 GZ0414
 GZ0414.The geoid height was determined by GEOID03.
 GZ0414
 GZ0414.The dynamic height is computed by dividing the NAVD 88
 GZ0414.geopotential number by the normal gravity value computed on the
 GZ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0414.degrees latitude (g = 980.6199 gals.).
 GZ0414
 GZ0414.The modeled gravity was interpolated from observed gravity values.
 GZ0414
 GZ0414;                    North         East    Units  Estimated Accuracy
 GZ0414;SPC KY1Z     - 1,095,120.    1,613,560.      MT  (+/- 180 meters Scaled)
 GZ0414
 GZ0414                          SUPERSEDED SURVEY CONTROL
 GZ0414
 GZ0414  NGVD 29 (??/??/92)  299.337  (m)          982.07   (f) ADJ UNCH    2 0
 GZ0414
 GZ0414.Superseded values are not recommended for survey control.
 GZ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0414.See file dsdata.txt to determine how the superseded data were derived.
 GZ0414
 GZ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG244182(NAD 83)
 GZ0414_MARKER: DB = BENCH MARK DISK
 GZ0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0414_STAMPING: L 179 1950 982.075
 GZ0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0414+STABILITY: SURFACE MOTION
 GZ0414
 GZ0414  HISTORY     - Date     Condition        Report By
 GZ0414  HISTORY     - 1950     MONUMENTED       CGS
 GZ0414  HISTORY     - 1958     GOOD             NGS
 GZ0414
 GZ0414                          STATION DESCRIPTION
 GZ0414
 GZ0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0414'2.2 MI N FROM SHOPVILLE.
 GZ0414'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0414'SHOPVILLE, THENCE ABOUT 1.45 MILES NORTHEAST ALONG A GRAVEL
 GZ0414'ROAD, THENCE ABOUT 0.45 NORTHWEST ALONG A GRAVEL ROAD, AT FLAT
 GZ0414'LICK BAPTIST CHURCH, ABOUT 0.15 MILE EAST OF THE JUNCTION OF
 GZ0414'STATE HIGHWAY 461, ON THE OUTSIDE OF A CURVE IN THE ROAD WITH
 GZ0414'TANGENTS EXTENDING WEST AND SOUTH, 100 FEET NORTHEAST AND
 GZ0414'ACROSS ROAD FROM THE NORTHEAST CORNER OF THE CHURCH, 45 FEET
 GZ0414'NORTHEAST OF THE CENTER LINE OF THE ROAD, 50 FEET NORTH OF A
 GZ0414'48-INCH OAK TREE, 40 1/2 FEET NORTHWEST OF THE SOUTHWEST CORNER
 GZ0414'OF A FARM HOUSE, 1 1/2 FEET SOUTH OF A FENCE LINE, 2 FEET
 GZ0414'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 GZ0414'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GZ0414'INCHES.
 GZ0414
 GZ0414                          STATION RECOVERY (1958)
 GZ0414
 GZ0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0406 ***********************************************************************
 HB0406  DESIGNATION -  L 18
 HB0406  PID         -  HB0406
 HB0406  STATE/COUNTY-  KY/MCCRACKEN
 HB0406  USGS QUAD   -  PADUCAH EAST (1982)
 HB0406
 HB0406                         *CURRENT SURVEY CONTROL
 HB0406  ___________________________________________________________________
 HB0406* NAD 83(1986)-  37 01 16.     (N)    088 30 30.     (W)     SCALED    
 HB0406* NAVD 88     -       108.771  (meters)     356.86   (feet)  ADJUSTED  
 HB0406  ___________________________________________________________________
 HB0406  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HB0406  DYNAMIC HT  -         108.690 (meters)     356.59  (feet)  COMP
 HB0406  MODELED GRAV-     979,886.5   (mgal)                       NAVD 88
 HB0406
 HB0406  VERT ORDER  -  FIRST     CLASS II
 HB0406
 HB0406.The horizontal coordinates were scaled from a topographic map and have
 HB0406.an estimated accuracy of +/- 6 seconds.
 HB0406
 HB0406.The orthometric height was determined by differential leveling
 HB0406.and adjusted by the National Geodetic Survey in June 1991..
 HB0406
 HB0406.The geoid height was determined by GEOID03.
 HB0406
 HB0406.The dynamic height is computed by dividing the NAVD 88
 HB0406.geopotential number by the normal gravity value computed on the
 HB0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0406.degrees latitude (g = 980.6199 gals.).
 HB0406
 HB0406.The modeled gravity was interpolated from observed gravity values.
 HB0406
 HB0406;                    North         East    Units  Estimated Accuracy
 HB0406;SPC KY1Z     - 1,079,960.    1,254,580.      MT  (+/- 180 meters Scaled)
 HB0406
 HB0406                          SUPERSEDED SURVEY CONTROL
 HB0406
 HB0406  NGVD 29 (??/??/??)  108.801  (m)          356.96   (f) ADJUSTED    1 2
 HB0406
 HB0406.Superseded values are not recommended for survey control.
 HB0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0406.See file dsdata.txt to determine how the superseded data were derived.
 HB0406
 HB0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF658982(NAD 83)
 HB0406_MARKER: DB = BENCH MARK DISK
 HB0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0406_STAMPING: L 18 1933
 HB0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0406+STABILITY: SURFACE MOTION
 HB0406
 HB0406  HISTORY     - Date     Condition        Report By
 HB0406  HISTORY     - 1933     MONUMENTED       CGS
 HB0406  HISTORY     - 1946     GOOD             CGS
 HB0406  HISTORY     - 1972     MARK NOT FOUND   NGS
 HB0406  HISTORY     - 20030204 MARK NOT FOUND   ILDT
 HB0406
 HB0406                          STATION DESCRIPTION
 HB0406
 HB0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HB0406'3.6 MI W FROM LITTLE CYPRESS.
 HB0406'3.65 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0406'CROSSING AT LITTLE CYPRESS, ABOUT 6.05 MILES SOUTHEAST OF THE
 HB0406'UNION STATION AT PADUCAH, MC CRACKEN COUNTY, AT AN OLD PRIVATE
 HB0406'ROAD CROSSING, 138 FEET SOUTHEAST OF AN OLD CONCRETE SIGNAL
 HB0406'BASE, 43 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHEAST
 HB0406'BOUND TRACK, 74 FEET NORTHWEST OF A TELEPHONE POLE, 18 FEET
 HB0406'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 11.5 FEET EAST OF A
 HB0406'GATE POST, ABOUT 0.5 FOOT BELOW THE TRACK AND SET IN THE TOP OF A
 HB0406'CONCRETE POST PROJECTING 3 INCHES.
 HB0406
 HB0406                          STATION RECOVERY (1972)
 HB0406
 HB0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0406'MARK NOT FOUND.
 HB0406
 HB0406                          STATION RECOVERY (2003)
 HB0406
 HB0406'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (MAW)
 HB0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1072 ***********************************************************************
 GZ1072  DESIGNATION -  L 180
 GZ1072  PID         -  GZ1072
 GZ1072  STATE/COUNTY-  KY/PULASKI
 GZ1072  USGS QUAD   -  BOBTOWN (1987)
 GZ1072
 GZ1072                         *CURRENT SURVEY CONTROL
 GZ1072  ___________________________________________________________________
 GZ1072* NAD 83(1986)-  37 10 35.     (N)    084 35 24.     (W)     SCALED    
 GZ1072* NAVD 88     -       331.954  (meters)    1089.09   (feet)  ADJUSTED  
 GZ1072  ___________________________________________________________________
 GZ1072  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GZ1072  DYNAMIC HT  -         331.698 (meters)    1088.25  (feet)  COMP
 GZ1072  MODELED GRAV-     979,848.3   (mgal)                       NAVD 88
 GZ1072
 GZ1072  VERT ORDER  -  SECOND    CLASS 0
 GZ1072
 GZ1072.The horizontal coordinates were scaled from a topographic map and have
 GZ1072.an estimated accuracy of +/- 6 seconds.
 GZ1072
 GZ1072.The orthometric height was determined by differential leveling
 GZ1072.and adjusted by the National Geodetic Survey in June 1991..
 GZ1072
 GZ1072.The geoid height was determined by GEOID03.
 GZ1072
 GZ1072.The dynamic height is computed by dividing the NAVD 88
 GZ1072.geopotential number by the normal gravity value computed on the
 GZ1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1072.degrees latitude (g = 980.6199 gals.).
 GZ1072
 GZ1072.The modeled gravity was interpolated from observed gravity values.
 GZ1072
 GZ1072;                    North         East    Units  Estimated Accuracy
 GZ1072;SPC KY1Z     - 1,094,210.    1,603,010.      MT  (+/- 180 meters Scaled)
 GZ1072
 GZ1072                          SUPERSEDED SURVEY CONTROL
 GZ1072
 GZ1072  NGVD 29 (??/??/92)  332.105  (m)         1089.58   (f) ADJ UNCH    2 0
 GZ1072
 GZ1072.Superseded values are not recommended for survey control.
 GZ1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1072.See file dsdata.txt to determine how the superseded data were derived.
 GZ1072
 GZ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG139171(NAD 83)
 GZ1072_MARKER: DB = BENCH MARK DISK
 GZ1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1072_STAMPING: L 180 1950 1089.581
 GZ1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1072+STABILITY: SURFACE MOTION
 GZ1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1072+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 GZ1072
 GZ1072  HISTORY     - Date     Condition        Report By
 GZ1072  HISTORY     - 1950     MONUMENTED       CGS
 GZ1072  HISTORY     - 1958     GOOD             NGS
 GZ1072  HISTORY     - 1988     GOOD             KYDT
 GZ1072  HISTORY     - 20050509 GOOD             KYDT
 GZ1072
 GZ1072                          STATION DESCRIPTION
 GZ1072
 GZ1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1072'2.8 MI E FROM SCIENCE HILL.
 GZ1072'ABOUT 2.8 MILES EAST ALONG A ROAD FROM THE SOUTHERN RAILWAY
 GZ1072'STATION AT SCIENCE HILL, ABOUT 0.5 MILE EAST OF PITMAN CREEK,
 GZ1072'ABOUT 0.4 MILE EAST OF JUNCTION OF DIM ROAD NORTH, AT THE
 GZ1072'JUNCTION OF A ROAD NORTH, 119 FEET SOUTHEAST AND ACROSS GRAVEL
 GZ1072'ROAD NORTH FROM SOUTHEAST CORNER OF A TWO-STORY FRAME HOUSE, 32
 GZ1072'FEET NORTH OF THE CENTER LINE OF THE ROAD, 63 FEET NORTHEAST
 GZ1072'OF THE CENTER OF THE JUNCTION, 24 FEET SOUTHEAST OF THE CENTER
 GZ1072'LINE OF THE ROAD NORTH, 9 FEET NORTHWEST OF A LONE 4-INCH PEACH
 GZ1072'TREE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ1072'4 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1072'PROJECTING 4 INCHES.
 GZ1072
 GZ1072                          STATION RECOVERY (1958)
 GZ1072
 GZ1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1072'RECOVERED IN GOOD CONDITION.
 GZ1072
 GZ1072                          STATION RECOVERY (1988)
 GZ1072
 GZ1072'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1988
 GZ1072'RECOVERED IN GOOD CONDITION.
 GZ1072
 GZ1072                          STATION RECOVERY (2005)
 GZ1072
 GZ1072'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1072'MARK IS ABOUT 2.2 MILES EAST ALONG KY 635 FROM JUNCTION OF US 27, AT
 GZ1072'JUNCTION OF COLEMAN ROAD, 13.2 FEET NORTH OF SOUTH KY RECC POLE
 GZ1072'104336, 10.5 FEET SOUTHEAST OF TELEPHONE POLE 159, 0.5 FOOT SOUTHWEST
 GZ1072'OF FIRST GUY ANCHOR FOR TELEPHONE POLE, 1 FOOT NORTHWEST OF WITNESS
 GZ1072'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0312 ***********************************************************************
 GZ0312  DESIGNATION -  L 181
 GZ0312  PID         -  GZ0312
 GZ0312  STATE/COUNTY-  KY/LAUREL
 GZ0312  USGS QUAD   -  LONDON (1969)
 GZ0312
 GZ0312                         *CURRENT SURVEY CONTROL
 GZ0312  ___________________________________________________________________
 GZ0312* NAD 83(1986)-  37 14 01.     (N)    084 02 39.     (W)     SCALED    
 GZ0312* NAVD 88     -       306.609  (meters)    1005.93   (feet)  ADJUSTED  
 GZ0312  ___________________________________________________________________
 GZ0312  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GZ0312  DYNAMIC HT  -         306.368 (meters)    1005.14  (feet)  COMP
 GZ0312  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 GZ0312
 GZ0312  VERT ORDER  -  SECOND    CLASS 0
 GZ0312
 GZ0312.The horizontal coordinates were scaled from a topographic map and have
 GZ0312.an estimated accuracy of +/- 6 seconds.
 GZ0312
 GZ0312.The orthometric height was determined by differential leveling
 GZ0312.and adjusted by the National Geodetic Survey in June 1991..
 GZ0312
 GZ0312.The geoid height was determined by GEOID03.
 GZ0312
 GZ0312.The dynamic height is computed by dividing the NAVD 88
 GZ0312.geopotential number by the normal gravity value computed on the
 GZ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0312.degrees latitude (g = 980.6199 gals.).
 GZ0312
 GZ0312.The modeled gravity was interpolated from observed gravity values.
 GZ0312
 GZ0312;                    North         East    Units  Estimated Accuracy
 GZ0312;SPC KY1Z     - 1,101,300.    1,651,360.      MT  (+/- 180 meters Scaled)
 GZ0312
 GZ0312                          SUPERSEDED SURVEY CONTROL
 GZ0312
 GZ0312  NGVD 29 (??/??/92)  306.766  (m)         1006.45   (f) ADJ UNCH    2 0
 GZ0312
 GZ0312.Superseded values are not recommended for survey control.
 GZ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0312.See file dsdata.txt to determine how the superseded data were derived.
 GZ0312
 GZ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG622248(NAD 83)
 GZ0312_MARKER: DB = BENCH MARK DISK
 GZ0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0312_SP_SET: CULVERT
 GZ0312_STAMPING: L 181 1950 1006.448
 GZ0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0312
 GZ0312  HISTORY     - Date     Condition        Report By
 GZ0312  HISTORY     - 1950     MONUMENTED       CGS
 GZ0312  HISTORY     - 1957     GOOD             NGS
 GZ0312
 GZ0312                          STATION DESCRIPTION
 GZ0312
 GZ0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0312'1 MI SW FROM GREENMOUNT.
 GZ0312'ABOUT 0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION
 GZ0312'OF STATE HIGHWAY 585 AT GREENMOUNT, ABOUT 0.25 MILE NORTHEAST
 GZ0312'OF THE VILLAGE OF ATLANTA, SET IN THE TOP OF THE NORTHEAST
 GZ0312'END OF THE NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT,
 GZ0312'119 FEET NORTH OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY
 GZ0312'AND DRIVE WAYS TO HOUSES ON BOTH SIDES OF HIGHWAY, 20 FEET
 GZ0312'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 1/2
 GZ0312'FEET BELOW THE HIGHWAY.
 GZ0312
 GZ0312                          STATION RECOVERY (1957)
 GZ0312
 GZ0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0333 ***********************************************************************
 GZ0333  DESIGNATION -  L 182
 GZ0333  PID         -  GZ0333
 GZ0333  STATE/COUNTY-  KY/LAUREL
 GZ0333  USGS QUAD   -  LONDON (1969)
 GZ0333
 GZ0333                         *CURRENT SURVEY CONTROL
 GZ0333  ___________________________________________________________________
 GZ0333* NAD 83(1986)-  37 08 54.     (N)    084 02 12.     (W)     SCALED    
 GZ0333* NAVD 88     -       355.861  (meters)    1167.52   (feet)  ADJUSTED  
 GZ0333  ___________________________________________________________________
 GZ0333  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GZ0333  DYNAMIC HT  -         355.576 (meters)    1166.59  (feet)  COMP
 GZ0333  MODELED GRAV-     979,819.0   (mgal)                       NAVD 88
 GZ0333
 GZ0333  VERT ORDER  -  SECOND    CLASS 0
 GZ0333
 GZ0333.The horizontal coordinates were scaled from a topographic map and have
 GZ0333.an estimated accuracy of +/- 6 seconds.
 GZ0333
 GZ0333.The orthometric height was determined by differential leveling
 GZ0333.and adjusted by the National Geodetic Survey in June 1991..
 GZ0333
 GZ0333.The geoid height was determined by GEOID03.
 GZ0333
 GZ0333.The dynamic height is computed by dividing the NAVD 88
 GZ0333.geopotential number by the normal gravity value computed on the
 GZ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0333.degrees latitude (g = 980.6199 gals.).
 GZ0333
 GZ0333.The modeled gravity was interpolated from observed gravity values.
 GZ0333
 GZ0333;                    North         East    Units  Estimated Accuracy
 GZ0333;SPC KY1Z     - 1,091,850.    1,652,200.      MT  (+/- 180 meters Scaled)
 GZ0333
 GZ0333                          SUPERSEDED SURVEY CONTROL
 GZ0333
 GZ0333  NGVD 29 (??/??/92)  356.01   (m)         1168.0    (f) COMPUTED    2 0
 GZ0333
 GZ0333.Superseded values are not recommended for survey control.
 GZ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0333.See file dsdata.txt to determine how the superseded data were derived.
 GZ0333
 GZ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG631154(NAD 83)
 GZ0333_MARKER: DB = BENCH MARK DISK
 GZ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0333_STAMPING: L 182 1950
 GZ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0333+STABILITY: SURFACE MOTION
 GZ0333
 GZ0333  HISTORY     - Date     Condition        Report By
 GZ0333  HISTORY     - 1950     MONUMENTED       CGS
 GZ0333
 GZ0333                          STATION DESCRIPTION
 GZ0333
 GZ0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0333'3 MI NE FROM LONDON.
 GZ0333'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 80 FROM THE LOUISVILLE
 GZ0333'AND NASHVILLE RAILROAD STATION AT LONDON, THENCE ABOUT 2.1 MILES
 GZ0333'NORTHEAST ALONG STATE HIGHWAY 472, ABOUT 0.35 MILE WEST OF THE
 GZ0333'JUNCTION OF STATE HIGHWAY 586 LEADING NORTH, ABOUT 0.75 MILE
 GZ0333'NORTHEAST OF THE JUNCTION OF A GRAVEL ROAD SOUTH, AT A DIRT
 GZ0333'ROAD LEADING NORTHEAST AND ON THE OUTSIDE OF A CURVE IN THE HIGHWAY
 GZ0333'WITH TANGENTS EXTENDING SOUTHWEST AND SOUTHEAST, 57 FEET NORTH
 GZ0333'OF THE CENTER LINE OF THE HIGHWAY, 13 FEET SOUTHEAST OF THE
 GZ0333'CENTER LINE OF THE ROAD NORTHEAST, 11 FEET NORTHEAST OF THE
 GZ0333'CENTER LINE OF A DRIVE WAY SOUTHEAST CONNECTING HIGHWAY, 5 FEET
 GZ0333'SOUTHEAST OF A FENCE CORNER, 1 1/2 FEET SOUTHWEST OF A FENCE
 GZ0333'LINE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 GZ0333'ABOUT 12 FEET BELOW THE HIGHWAY, ABOUT LEVEL WITH THE ROAD
 GZ0333'NORTHEAST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ0333'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0334 ***********************************************************************
 GZ0334  DESIGNATION -  L 182 RESET 1956
 GZ0334  PID         -  GZ0334
 GZ0334  STATE/COUNTY-  KY/LAUREL
 GZ0334  USGS QUAD   -  LONDON (1969)
 GZ0334
 GZ0334                         *CURRENT SURVEY CONTROL
 GZ0334  ___________________________________________________________________
 GZ0334* NAD 83(1986)-  37 08 54.     (N)    084 02 12.     (W)     SCALED    
 GZ0334* NAVD 88     -       357.86   (meters)    1174.1    (feet)  RESET     
 GZ0334  ___________________________________________________________________
 GZ0334  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GZ0334
 GZ0334  VERT ORDER  -  THIRD
 GZ0334
 GZ0334.The horizontal coordinates were scaled from a topographic map and have
 GZ0334.an estimated accuracy of +/- 6 seconds.
 GZ0334
 GZ0334.The orthometric height was computed from unverified reset data.
 GZ0334.No vertical observational check was made to the station.
 GZ0334
 GZ0334.The geoid height was determined by GEOID03.
 GZ0334
 GZ0334;                    North         East    Units  Estimated Accuracy
 GZ0334;SPC KY1Z     - 1,091,850.    1,652,200.      MT  (+/- 180 meters Scaled)
 GZ0334
 GZ0334                          SUPERSEDED SURVEY CONTROL
 GZ0334
 GZ0334  NGVD 29 (??/??/??)  358.01   (m)         1174.6    (f) RESET       3  
 GZ0334
 GZ0334.Superseded values are not recommended for survey control.
 GZ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0334.See file dsdata.txt to determine how the superseded data were derived.
 GZ0334
 GZ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG631154(NAD 83)
 GZ0334_MARKER: DB = BENCH MARK DISK
 GZ0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0334_SP_SET: CULVERT
 GZ0334_STAMPING: L 182 RESET 1956 1174.573
 GZ0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0334
 GZ0334  HISTORY     - Date     Condition        Report By
 GZ0334  HISTORY     - 1956     MONUMENTED       KYHD
 GZ0334  HISTORY     - 1957     GOOD             NGS
 GZ0334
 GZ0334                          STATION DESCRIPTION
 GZ0334
 GZ0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ0334'3 MI NE FROM LONDON.
 GZ0334'0.85 MILE EAST ALONG STATE HIGHWAY 80 FROM THE CROSSING OF THE
 GZ0334'LOUISVILLE AND NASHVILLE RAILROAD AT LONDON, THENCE 2.15 MILES
 GZ0334'NORTHEAST ALONG STATE HIGHWAY 472, 0.3 MILE WEST OF THE JUNCTION
 GZ0334'OF STATE HIGHWAY 586 NORTH, 0.8 MILE NORTHEAST OF THE JUNCTION
 GZ0334'OF A GRAVEL ROAD SOUTH, ABOUT 60 YARDS EAST OF THE CENTER OF THE
 GZ0334'JUNCTION OF A DIRT ROAD NORTHEAST, ON THE OUTSIDE OF A CURVE WITH
 GZ0334'TANGENTS EXTENDING EAST AND SOUTHWEST, SET IN THE TOP OF THE WEST
 GZ0334'END OF THE NORTH CONCRETE HEAD WALL OF CULVERT, 20 FEET NORTH OF THE
 GZ0334'CENTER OF HIGHWAY, 12 FEET EAST OF A 14-INCH MAPLE TREE IN FENCE
 GZ0334'CORNER, 6 FEET BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2646 ***********************************************************************
 GY2646  DESIGNATION -  L 183
 GY2646  PID         -  GY2646
 GY2646  STATE/COUNTY-  KY/CLAY
 GY2646  USGS QUAD   -  PORTERSBURG (1979)
 GY2646
 GY2646                         *CURRENT SURVEY CONTROL
 GY2646  ___________________________________________________________________
 GY2646* NAD 83(1986)-  37 13 12.     (N)    083 54 07.     (W)     SCALED    
 GY2646* NAVD 88     -       328.046  (meters)    1076.26   (feet)  ADJUSTED  
 GY2646  ___________________________________________________________________
 GY2646  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GY2646  DYNAMIC HT  -         327.786 (meters)    1075.41  (feet)  COMP
 GY2646  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 GY2646
 GY2646  VERT ORDER  -  SECOND    CLASS 0
 GY2646
 GY2646.The horizontal coordinates were scaled from a topographic map and have
 GY2646.an estimated accuracy of +/- 6 seconds.
 GY2646
 GY2646.The orthometric height was determined by differential leveling
 GY2646.and adjusted by the National Geodetic Survey in June 1991..
 GY2646
 GY2646.The geoid height was determined by GEOID03.
 GY2646
 GY2646.The dynamic height is computed by dividing the NAVD 88
 GY2646.geopotential number by the normal gravity value computed on the
 GY2646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2646.degrees latitude (g = 980.6199 gals.).
 GY2646
 GY2646.The modeled gravity was interpolated from observed gravity values.
 GY2646
 GY2646;                    North         East    Units  Estimated Accuracy
 GY2646;SPC KY1Z     - 1,100,030.    1,664,010.      MT  (+/- 180 meters Scaled)
 GY2646
 GY2646                          SUPERSEDED SURVEY CONTROL
 GY2646
 GY2646  NGVD 29 (??/??/92)  328.200  (m)         1076.77   (f) ADJ UNCH    2 0
 GY2646
 GY2646.Superseded values are not recommended for survey control.
 GY2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2646.See file dsdata.txt to determine how the superseded data were derived.
 GY2646
 GY2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB425232(NAD 83)
 GY2646_MARKER: DB = BENCH MARK DISK
 GY2646_SETTING: 0 = UNSPECIFIED SETTING
 GY2646_STAMPING: L 185 1950 1076.769
 GY2646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2646
 GY2646  HISTORY     - Date     Condition        Report By
 GY2646  HISTORY     - 1950     MONUMENTED       CGS
 GY2646  HISTORY     - 1957     GOOD             NGS
 GY2646
 GY2646                          STATION DESCRIPTION
 GY2646
 GY2646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2646'AT FOGERTOWN.
 GY2646'AT FOGERTOWN, ALONG STATE HIGHWAY 472, 1.15 MILES SOUTHEAST OF
 GY2646'BENGE STORE AND POST OFFICE, 0.75 MILE SOUTHEAST OF THE FOGERTOWN
 GY2646'SCHOOL, 0.3 MILE NORTHWEST OF JUNCTION OF ROAD SOUTHEAST, 0.25
 GY2646'MILE NORTHWEST OF PRESENT POST OFFICE AND STORE AT FOGERTOWN,
 GY2646'189 FEET NORTHWEST AND ACROSS HIGHWAY FROM NORTHWEST CORNER OF
 GY2646'THE ABANDONED STORE AND POST OFFICE, 150 FEET NORTHWEST OF THE
 GY2646'CENTER OF THE JUNCTION OF ROAD SOUTH, 123 FEET SOUTH OF THE
 GY2646'SOUTHWEST CORNER OF HOUSE, 36 FEET NORTH OF CENTER LINE OF
 GY2646'HIGHWAY, 22 FEET WEST OF THE CENTER OF DRIVEWAY TO HOUSE, ABOUT
 GY2646'5 FEET ABOVE LEVEL OF HIGHWAY IN YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2429 ***********************************************************************
 GY2429  DESIGNATION -  L 183
 GY2429  PID         -  GY2429
 GY2429  STATE/COUNTY-  KY/LAUREL
 GY2429  USGS QUAD   -  BLACKWATER (1979)
 GY2429
 GY2429                         *CURRENT SURVEY CONTROL
 GY2429  ___________________________________________________________________
 GY2429* NAD 83(1986)-  37 05 04.     (N)    083 54 32.     (W)     SCALED    
 GY2429* NAVD 88     -       348.552  (meters)    1143.54   (feet)  ADJUSTED  
 GY2429  ___________________________________________________________________
 GY2429  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GY2429  DYNAMIC HT  -         348.271 (meters)    1142.62  (feet)  COMP
 GY2429  MODELED GRAV-     979,812.8   (mgal)                       NAVD 88
 GY2429
 GY2429  VERT ORDER  -  SECOND    CLASS 0
 GY2429
 GY2429.The horizontal coordinates were scaled from a topographic map and have
 GY2429.an estimated accuracy of +/- 6 seconds.
 GY2429
 GY2429.The orthometric height was determined by differential leveling
 GY2429.and adjusted by the National Geodetic Survey in June 1991..
 GY2429
 GY2429.The geoid height was determined by GEOID03.
 GY2429
 GY2429.The dynamic height is computed by dividing the NAVD 88
 GY2429.geopotential number by the normal gravity value computed on the
 GY2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2429.degrees latitude (g = 980.6199 gals.).
 GY2429
 GY2429.The modeled gravity was interpolated from observed gravity values.
 GY2429
 GY2429;                    North         East    Units  Estimated Accuracy
 GY2429;SPC KY1Z     - 1,084,980.    1,663,690.      MT  (+/- 180 meters Scaled)
 GY2429
 GY2429                          SUPERSEDED SURVEY CONTROL
 GY2429
 GY2429  NGVD 29 (??/??/92)  348.70   (m)         1144.0    (f) COMPUTED    2 0
 GY2429
 GY2429.Superseded values are not recommended for survey control.
 GY2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2429.See file dsdata.txt to determine how the superseded data were derived.
 GY2429
 GY2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB414082(NAD 83)
 GY2429_MARKER: DB = BENCH MARK DISK
 GY2429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2429_SP_SET: BRIDGE
 GY2429_STAMPING: L 183 1950 1144.043
 GY2429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2429
 GY2429  HISTORY     - Date     Condition        Report By
 GY2429  HISTORY     - 1950     MONUMENTED       CGS
 GY2429  HISTORY     - 1957     GOOD             NGS
 GY2429
 GY2429                          STATION DESCRIPTION
 GY2429
 GY2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2429'0.8 MI E FROM LIDA.
 GY2429'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 80 FROM THE PROVIDENCE
 GY2429'BAPTIST CHURCH AT LIDA, ABOUT 0.15 MILE WEST OF A STORE WHICH IS
 GY2429'LOCATED ON NORTH SIDE OF HIGHWAY, SET IN THE TOP OF THE NORTH END
 GY2429'OF THE WEST ABUTMENT OF A 40-FOOT CONCRETE BRIDGE OVER HOOPO
 GY2429'CREEK, 12 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 GY2429'LEVEL WITH THE HIGHWAY.
 GY2429
 GY2429                          STATION RECOVERY (1957)
 GY2429
 GY2429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0304 ***********************************************************************
 GZ0304  DESIGNATION -  L 184
 GZ0304  PID         -  GZ0304
 GZ0304  STATE/COUNTY-  KY/JACKSON
 GZ0304  USGS QUAD   -  PARROT (1976)
 GZ0304
 GZ0304                         *CURRENT SURVEY CONTROL
 GZ0304  ___________________________________________________________________
 GZ0304* NAD 83(1986)-  37 19 46.     (N)    084 01 55.     (W)     SCALED    
 GZ0304* NAVD 88     -       396.897  (meters)    1302.15   (feet)  ADJUSTED  
 GZ0304  ___________________________________________________________________
 GZ0304  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GZ0304  DYNAMIC HT  -         396.582 (meters)    1301.12  (feet)  COMP
 GZ0304  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 GZ0304
 GZ0304  VERT ORDER  -  SECOND    CLASS 0
 GZ0304
 GZ0304.The horizontal coordinates were scaled from a topographic map and have
 GZ0304.an estimated accuracy of +/- 6 seconds.
 GZ0304
 GZ0304.The orthometric height was determined by differential leveling
 GZ0304.and adjusted by the National Geodetic Survey in June 1991..
 GZ0304
 GZ0304.The geoid height was determined by GEOID03.
 GZ0304
 GZ0304.The dynamic height is computed by dividing the NAVD 88
 GZ0304.geopotential number by the normal gravity value computed on the
 GZ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0304.degrees latitude (g = 980.6199 gals.).
 GZ0304
 GZ0304.The modeled gravity was interpolated from observed gravity values.
 GZ0304
 GZ0304;                    North         East    Units  Estimated Accuracy
 GZ0304;SPC KY1Z     - 1,111,950.    1,652,250.      MT  (+/- 180 meters Scaled)
 GZ0304
 GZ0304                          SUPERSEDED SURVEY CONTROL
 GZ0304
 GZ0304  NGVD 29 (??/??/92)  397.051  (m)         1302.66   (f) ADJ UNCH    2 0
 GZ0304
 GZ0304.Superseded values are not recommended for survey control.
 GZ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0304.See file dsdata.txt to determine how the superseded data were derived.
 GZ0304
 GZ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG629355(NAD 83)
 GZ0304_MARKER: DB = BENCH MARK DISK
 GZ0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0304_STAMPING: L 184 1950 1302.658
 GZ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0304+STABILITY: SURFACE MOTION
 GZ0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ0304+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 GZ0304
 GZ0304  HISTORY     - Date     Condition        Report By
 GZ0304  HISTORY     - 1950     MONUMENTED       CGS
 GZ0304  HISTORY     - 1957     GOOD             NGS
 GZ0304  HISTORY     - 20050425 GOOD             KYTC
 GZ0304
 GZ0304                          STATION DESCRIPTION
 GZ0304
 GZ0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0304'2 MI SE FROM PARROT.
 GZ0304'ABOUT 2.05 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GZ0304'AT PARROT, ABOUT 0.55 MILE WEST OF A CEMETERY, AT A SMALL FRAME
 GZ0304'HOUSE, ON THE OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS
 GZ0304'EXTENDING NORTHEAST AND NORTHWEST, 68 FEET NORTHWEST OF THE
 GZ0304'NORTHWEST CORNER OF THE HOUSE, 117 FEET NORTHEAST OF THE NORTHEAST
 GZ0304'CORNER OF A BARN, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 GZ0304'16 FEET EAST OF THE CENTER LINE OF DRIVEWAY, 1 FOOT NORTH OF A
 GZ0304'FENCE CORNER, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 GZ0304'ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GZ0304'POST PROJECTING 4 INCHES.
 GZ0304
 GZ0304                          STATION RECOVERY (1957)
 GZ0304
 GZ0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0304'RECOVERED IN GOOD CONDITION.
 GZ0304
 GZ0304                          STATION RECOVERY (2005)
 GZ0304
 GZ0304'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2776 ***********************************************************************
 GY2776  DESIGNATION -  L 186
 GY2776  PID         -  GY2776
 GY2776  STATE/COUNTY-  KY/CLAY
 GY2776  USGS QUAD   -  ONEIDA (1979)
 GY2776
 GY2776                         *CURRENT SURVEY CONTROL
 GY2776  ___________________________________________________________________
 GY2776* NAD 83(1986)-  37 16 54.     (N)    083 43 56.     (W)     SCALED    
 GY2776* NAVD 88     -       367.596  (meters)    1206.02   (feet)  ADJUSTED  
 GY2776  ___________________________________________________________________
 GY2776  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GY2776  DYNAMIC HT  -         367.310 (meters)    1205.08  (feet)  COMP
 GY2776  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 GY2776
 GY2776  VERT ORDER  -  SECOND    CLASS 0
 GY2776
 GY2776.The horizontal coordinates were scaled from a topographic map and have
 GY2776.an estimated accuracy of +/- 6 seconds.
 GY2776
 GY2776.The orthometric height was determined by differential leveling
 GY2776.and adjusted by the National Geodetic Survey in June 1991..
 GY2776
 GY2776.The geoid height was determined by GEOID03.
 GY2776
 GY2776.The dynamic height is computed by dividing the NAVD 88
 GY2776.geopotential number by the normal gravity value computed on the
 GY2776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2776.degrees latitude (g = 980.6199 gals.).
 GY2776
 GY2776.The modeled gravity was interpolated from observed gravity values.
 GY2776
 GY2776;                    North         East    Units  Estimated Accuracy
 GY2776;SPC KY1Z     - 1,107,180.    1,678,920.      MT  (+/- 180 meters Scaled)
 GY2776
 GY2776                          SUPERSEDED SURVEY CONTROL
 GY2776
 GY2776  NGVD 29 (??/??/92)  367.761  (m)         1206.56   (f) ADJ UNCH    2 0
 GY2776
 GY2776.Superseded values are not recommended for survey control.
 GY2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2776.See file dsdata.txt to determine how the superseded data were derived.
 GY2776
 GY2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB577296(NAD 83)
 GY2776_MARKER: DB = BENCH MARK DISK
 GY2776_SETTING: 66 = SET IN ROCK OUTCROP
 GY2776_SP_SET: ROCK LEDGE
 GY2776_STAMPING: L 186 1950 1206.563
 GY2776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2776+STABILITY: POSITION/ELEVATION WELL
 GY2776
 GY2776  HISTORY     - Date     Condition        Report By
 GY2776  HISTORY     - 1950     MONUMENTED       CGS
 GY2776  HISTORY     - 1957     GOOD             NGS
 GY2776
 GY2776                          STATION DESCRIPTION
 GY2776
 GY2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2776'4.8 MI E FROM CHESTNUTBURG.
 GY2776'ABOUT 2.7 MILES EAST AND NORTHEAST ALONG A DIRT ROAD FROM THE
 GY2776'CROSSROADS AT CHESTNUTURG, THENCE ABOUT 2.15 MILES SOUTHEAST
 GY2776'ALONG A DIRT ROAD FOLLOWING CRADLE BOW BRANCH, ABOUT 90 YARDS
 GY2776'SOUTHEAST OF THE TOP OF A RIDGE, 18 FEET NORTHEAST OF THE CENTER
 GY2776'LINE OF ROAD, SET VERTICALLY IN FACE OF A PROMINENT LEDGE OF
 GY2776'SANDSTONE ABOUT 210 FEET LONE AND ABOUT 5 FEET THICK, 9 1/2
 GY2776'FEET EAST OF THE WEST END OF LEDGE, 7 FEET EAST OF A TRIANGULAR
 GY2776'BLAZED 16-INCH OAK TREE AND ABOUT 8 FEET ABOVE THE ROAD.  NOTE--
 GY2776'MARK MAY BE REACHED FROM THE POST OFFICE AT TEGES BY GOING
 GY2776'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 11, THENCE ABOUT 4.25
 GY2776'MILES WEST ALONG A DIM ROAD FOLLOWING UPPER TEGES CREEK.  THE MARK
 GY2776'IS 2.35 MILES SOUTHEAST ALONG A ROAD FOLLOWING CRADLE BOW BRANCH.
 GY2776
 GY2776                          STATION RECOVERY (1957)
 GY2776
 GY2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2788 ***********************************************************************
 GY2788  DESIGNATION -  L 187
 GY2788  PID         -  GY2788
 GY2788  STATE/COUNTY-  KY/CLAY
 GY2788  USGS QUAD   -  BIG CREEK (1979)
 GY2788
 GY2788                         *CURRENT SURVEY CONTROL
 GY2788  ___________________________________________________________________
 GY2788* NAD 83(1986)-  37 11 18.     (N)    083 36 28.     (W)     SCALED    
 GY2788* NAVD 88     -       285.868  (meters)     937.89   (feet)  ADJUSTED  
 GY2788  ___________________________________________________________________
 GY2788  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GY2788  DYNAMIC HT  -         285.639 (meters)     937.13  (feet)  COMP
 GY2788  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 GY2788
 GY2788  VERT ORDER  -  SECOND    CLASS 0
 GY2788
 GY2788.The horizontal coordinates were scaled from a topographic map and have
 GY2788.an estimated accuracy of +/- 6 seconds.
 GY2788
 GY2788.The orthometric height was determined by differential leveling
 GY2788.and adjusted by the National Geodetic Survey in June 1991..
 GY2788
 GY2788.The geoid height was determined by GEOID03.
 GY2788
 GY2788.The dynamic height is computed by dividing the NAVD 88
 GY2788.geopotential number by the normal gravity value computed on the
 GY2788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2788.degrees latitude (g = 980.6199 gals.).
 GY2788
 GY2788.The modeled gravity was interpolated from observed gravity values.
 GY2788
 GY2788;                    North         East    Units  Estimated Accuracy
 GY2788;SPC KY1Z     - 1,097,080.    1,690,190.      MT  (+/- 180 meters Scaled)
 GY2788
 GY2788                          SUPERSEDED SURVEY CONTROL
 GY2788
 GY2788  NGVD 29 (??/??/92)  286.028  (m)          938.41   (f) ADJ UNCH    2 0
 GY2788
 GY2788.Superseded values are not recommended for survey control.
 GY2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2788.See file dsdata.txt to determine how the superseded data were derived.
 GY2788
 GY2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB685189(NAD 83)
 GY2788_MARKER: DB = BENCH MARK DISK
 GY2788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2788_STAMPING: L 187 1950 938.410
 GY2788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2788+STABILITY: SURFACE MOTION
 GY2788
 GY2788  HISTORY     - Date     Condition        Report By
 GY2788  HISTORY     - 1950     MONUMENTED       CGS
 GY2788  HISTORY     - 1957     POOR             NGS
 GY2788  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2788
 GY2788                          STATION DESCRIPTION
 GY2788
 GY2788'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2788'1.1 MI NW FROM ERILINE.
 GY2788'ABOUT 1.1 MILES NORTHWEST ALONG A ROAD FROM THE POST OFFICE AT
 GY2788'ERILINE, AT NEWBERRY SCHOOL, 110 1/2 FEET SOUTHEAST OF THE
 GY2788'SOUTHEAST CORNER OF THE SCHOOL BUILDING, 63 FEET NORTHEAST OF
 GY2788'THE CENTER LINE OF THE ROAD, 67 FEET EAST OF A 30-INCH BEECH
 GY2788'TREE, 11 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET WEST OF A FENCE
 GY2788'LINE, 17 FEET NORTHEAST OF CENTER LINE OF DRIVE TO SCHOOL, ABOUT
 GY2788'8 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GY2788'PROJECTING 6 INCHES.
 GY2788
 GY2788                          STATION RECOVERY (1957)
 GY2788
 GY2788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2788'MARK RECOVERED IN POOR CONDITION.
 GY2788
 GY2788                          STATION RECOVERY (1977)
 GY2788
 GY2788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2401 ***********************************************************************
 GY2401  DESIGNATION -  L 188
 GY2401  PID         -  GY2401
 GY2401  STATE/COUNTY-  KY/LESLIE
 GY2401  USGS QUAD   -  HYDEN WEST (1980)
 GY2401
 GY2401                         *CURRENT SURVEY CONTROL
 GY2401  ___________________________________________________________________
 GY2401* NAD 83(1986)-  37 10 48.     (N)    083 29 42.     (W)     SCALED    
 GY2401* NAVD 88     -       340.171  (meters)    1116.04   (feet)  ADJUSTED  
 GY2401  ___________________________________________________________________
 GY2401  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GY2401  DYNAMIC HT  -         339.892 (meters)    1115.13  (feet)  COMP
 GY2401  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 GY2401
 GY2401  VERT ORDER  -  SECOND    CLASS 0
 GY2401
 GY2401.The horizontal coordinates were scaled from a topographic map and have
 GY2401.an estimated accuracy of +/- 6 seconds.
 GY2401
 GY2401.The orthometric height was determined by differential leveling
 GY2401.and adjusted by the National Geodetic Survey in June 1991..
 GY2401
 GY2401.The geoid height was determined by GEOID03.
 GY2401
 GY2401.The dynamic height is computed by dividing the NAVD 88
 GY2401.geopotential number by the normal gravity value computed on the
 GY2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2401.degrees latitude (g = 980.6199 gals.).
 GY2401
 GY2401.The modeled gravity was interpolated from observed gravity values.
 GY2401
 GY2401;                    North         East    Units  Estimated Accuracy
 GY2401;SPC KY1Z     - 1,096,390.    1,700,220.      MT  (+/- 180 meters Scaled)
 GY2401
 GY2401                          SUPERSEDED SURVEY CONTROL
 GY2401
 GY2401  NGVD 29 (??/??/92)  340.33   (m)         1116.6    (f) COMPUTED    2 0
 GY2401
 GY2401.Superseded values are not recommended for survey control.
 GY2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2401.See file dsdata.txt to determine how the superseded data were derived.
 GY2401
 GY2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB785177(NAD 83)
 GY2401_MARKER: DB = BENCH MARK DISK
 GY2401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2401_SP_SET: FOUNDATION
 GY2401_STAMPING: L 188 1950 116.553
 GY2401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2401+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2002
 GY2401
 GY2401  HISTORY     - Date     Condition        Report By
 GY2401  HISTORY     - 1950     MONUMENTED       CGS
 GY2401  HISTORY     - 1957     GOOD             NGS
 GY2401  HISTORY     - 20020328 GOOD             KYDT
 GY2401  HISTORY     - 20020329 GOOD             KYDT
 GY2401
 GY2401                          STATION DESCRIPTION
 GY2401
 GY2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2401'5.3 MI NE FROM BIG CREEK.
 GY2401'ABOUT 3.25 MILES EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GY2401'AT BIG CREEK, THENCE ABOUT 2.05 MILES NORTH ALONG A ROAD LEADING
 GY2401'TO SIZEROCK, ABOUT 3.8 MILES SOUTH OF THE SCHOOL AT SIZEROCK,
 GY2401'SET VERTICALLY IN THE NORTHWEST FACE OF THE CONCRETE FOUNDATION
 GY2401'OF THE SOUTHWEST ONE OF TWO CONCRETE BLOCK MINING COMPANY
 GY2401'BUILDINGS, /118 FEET SOUTH AND ACROSS ROAD FROM POWER TRANSFORMER
 GY2401'POLE NO. 361.2, 744, 26 FEET SOUTHEAST OF THE CENTER LINE OF
 GY2401'THE ROAD, 1/2 FOOT SOUTHWEST OF THE NORTH CORNER OF THE BUILDING
 GY2401'AND ABOUT 3 FEET ABOVE THE ROAD.  THIS BUILDING IS THE ONLY
 GY2401'CONCRETE-BLOCK BUILDING AND IS NOW USED AS A DWELLING.
 GY2401
 GY2401                          STATION RECOVERY (1957)
 GY2401
 GY2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2401'RECOVERED IN GOOD CONDITION.
 GY2401
 GY2401                          STATION RECOVERY (2002)
 GY2401
 GY2401'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2401'BUILDING NO LONGER STANDING BUT FOUNDATION REMAINS.
 GY2401
 GY2401                          STATION RECOVERY (2002)
 GY2401
 GY2401'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2401'BUILDING HAS BURNED DOWN, FOUNDATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2675 ***********************************************************************
 GY2675  DESIGNATION -  L 189
 GY2675  PID         -  GY2675
 GY2675  STATE/COUNTY-  KY/CLAY
 GY2675  USGS QUAD   -  HIMA (1979)
 GY2675
 GY2675                         *CURRENT SURVEY CONTROL
 GY2675  ___________________________________________________________________
 GY2675* NAD 83(1986)-  37 04 00.     (N)    083 50 58.     (W)     SCALED    
 GY2675* NAVD 88     -       316.746  (meters)    1039.19   (feet)  ADJUSTED  
 GY2675  ___________________________________________________________________
 GY2675  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GY2675  DYNAMIC HT  -         316.492 (meters)    1038.36  (feet)  COMP
 GY2675  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GY2675
 GY2675  VERT ORDER  -  SECOND    CLASS 0
 GY2675
 GY2675.The horizontal coordinates were scaled from a topographic map and have
 GY2675.an estimated accuracy of +/- 6 seconds.
 GY2675
 GY2675.The orthometric height was determined by differential leveling
 GY2675.and adjusted by the National Geodetic Survey in June 1991..
 GY2675
 GY2675.The geoid height was determined by GEOID03.
 GY2675
 GY2675.The dynamic height is computed by dividing the NAVD 88
 GY2675.geopotential number by the normal gravity value computed on the
 GY2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2675.degrees latitude (g = 980.6199 gals.).
 GY2675
 GY2675.The modeled gravity was interpolated from observed gravity values.
 GY2675
 GY2675;                    North         East    Units  Estimated Accuracy
 GY2675;SPC KY1Z     - 1,083,110.    1,669,010.      MT  (+/- 180 meters Scaled)
 GY2675
 GY2675                          SUPERSEDED SURVEY CONTROL
 GY2675
 GY2675  NGVD 29 (??/??/92)  316.902  (m)         1039.70   (f) ADJ UNCH    2 0
 GY2675
 GY2675.Superseded values are not recommended for survey control.
 GY2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2675.See file dsdata.txt to determine how the superseded data were derived.
 GY2675
 GY2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB466060(NAD 83)
 GY2675_MARKER: DB = BENCH MARK DISK
 GY2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2675_STAMPING: L 189 1950 1039.703
 GY2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2675+STABILITY: SURFACE MOTION
 GY2675
 GY2675  HISTORY     - Date     Condition        Report By
 GY2675  HISTORY     - 1950     MONUMENTED       CGS
 GY2675  HISTORY     - 1957     GOOD             NGS
 GY2675  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2675
 GY2675                          STATION DESCRIPTION
 GY2675
 GY2675'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2675'3.1 MI W FROM COTTONGIN.
 GY2675'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 11 FROM CONCRETE
 GY2675'BRIDGE OVER GOOSE CREEK AT COTTONGIN, THENCE ABOUT 1.0 MILE
 GY2675'NORTHWEST ALONG A DIRT ROAD, THENCE ABOUT 1.95 MILE WEST ALONG
 GY2675'A DIM ROAD, AT A DRIVE SOUTH TO A 1-STORY HOUSE OWND BY JOHN
 GY2675'MILLS, ABOUT 400 FEET NORTH OF HOUSE, 45 FEET NORTHEAST OF A
 GY2675'SMALL STREAM, 54 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 GY2675'14 FEET WEST OF CENTER LINE OF DRIVE, 50 FEET NORTH OF A LONE
 GY2675'4-INCH APPLE TREE, ABOUT 3 FEET BELOW THE ROAD AND SET IN THE
 GY2675'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GY2675
 GY2675                          STATION RECOVERY (1957)
 GY2675
 GY2675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2675'RECOVERED IN GOOD CONDITION.
 GY2675
 GY2675                          STATION RECOVERY (1977)
 GY2675
 GY2675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0459 ***********************************************************************
 GD0459  DESIGNATION -  L 19
 GD0459  PID         -  GD0459
 GD0459  STATE/COUNTY-  KY/MCCRACKEN
 GD0459  USGS QUAD   -  SYMSONIA (1982)
 GD0459
 GD0459                         *CURRENT SURVEY CONTROL
 GD0459  ___________________________________________________________________
 GD0459* NAD 83(1986)-  36 58 08.     (N)    088 32 43.     (W)     SCALED    
 GD0459* NAVD 88     -       103.218  (meters)     338.64   (feet)  ADJUSTED  
 GD0459  ___________________________________________________________________
 GD0459  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GD0459  DYNAMIC HT  -         103.140 (meters)     338.39  (feet)  COMP
 GD0459  MODELED GRAV-     979,877.1   (mgal)                       NAVD 88
 GD0459
 GD0459  VERT ORDER  -  FIRST     CLASS II
 GD0459
 GD0459.The horizontal coordinates were scaled from a topographic map and have
 GD0459.an estimated accuracy of +/- 6 seconds.
 GD0459
 GD0459.The orthometric height was determined by differential leveling
 GD0459.and adjusted by the National Geodetic Survey in June 1991..
 GD0459
 GD0459.The geoid height was determined by GEOID03.
 GD0459
 GD0459.The dynamic height is computed by dividing the NAVD 88
 GD0459.geopotential number by the normal gravity value computed on the
 GD0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0459.degrees latitude (g = 980.6199 gals.).
 GD0459
 GD0459.The modeled gravity was interpolated from observed gravity values.
 GD0459
 GD0459;                    North         East    Units  Estimated Accuracy
 GD0459;SPC KY1Z     - 1,074,270.    1,251,120.      MT  (+/- 180 meters Scaled)
 GD0459
 GD0459                          SUPERSEDED SURVEY CONTROL
 GD0459
 GD0459  NGVD 29 (??/??/??)  103.243  (m)          338.72   (f) ADJUSTED    1 2
 GD0459
 GD0459.Superseded values are not recommended for survey control.
 GD0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0459.See file dsdata.txt to determine how the superseded data were derived.
 GD0459
 GD0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF624925(NAD 83)
 GD0459_MARKER: DB = BENCH MARK DISK
 GD0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0459_STAMPING: L 19 1933
 GD0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0459+STABILITY: SURFACE MOTION
 GD0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0459+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2003
 GD0459
 GD0459  HISTORY     - Date     Condition        Report By
 GD0459  HISTORY     - 1933     MONUMENTED       CGS
 GD0459  HISTORY     - 1975     GOOD             NGS
 GD0459  HISTORY     - 20020319 GOOD             USACE
 GD0459  HISTORY     - 20031018 GOOD             USPSQD
 GD0459
 GD0459                          STATION DESCRIPTION
 GD0459
 GD0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0459'7.6 MI SE FROM PADUCAH.
 GD0459'7.6 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GD0459'LOUIS RAILWAY FROM UNION STATION AT PADUCAH, MC CRACKEN
 GD0459'COUNTY, 100 FEET FROM THE STATION AT OAKS, 4 POLES SOUTHEAST
 GD0459'OF MILEPOST 9, 175 FEET NORTHWEST OF A ROAD CROSSING, AND 18 FEET
 GD0459'NORTHEAST OF THE TRACK.  A STANDARD DISK, STAMPED L 19 1933 AND
 GD0459'SET IN THE TOP OF A CONCRETE POST.  STATION IS LOCATED AT OAKS.
 GD0459'RR STATION HAS BEEN REMOVED - MONUMENT IS ABOUT 4 POLES SE OF
 GD0459'MILEPOST 9, ABOUT 214 FEET NW OF INTERSECTION OF GRADE CROSSING
 GD0459'AND HWY. 450 AND 18 FEET N OF CENTERLINE RR TRACK, AND ABOUT 250
 GD0459'FEET NW OF HARRIS GROCERY STORE FORMERLY LL REED.  POST AND SIGN
 GD0459'SET (TVA).
 GD0459'NOTE-1975 REPORT--THERE IS A REPORT OF CONSTRUCTION WORK IN THE AREA
 GD0459'AND A NEW MARK WAS SET IN THE EVENT THIS MARK IS DESTROYED BY
 GD0459'CONSTRUCTION. THE MARK WAS LEFT INTACT.
 GD0459
 GD0459                          STATION RECOVERY (1975)
 GD0459
 GD0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GD0459'RECOVERED IN GOOD CONDITION.
 GD0459
 GD0459                          STATION RECOVERY (2002)
 GD0459
 GD0459'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0459'RR TRACK IS NOW ABANDONED.
 GD0459'REFERENCE FROM 18' N OF CENTERLINE OF RR TRACK IS NOW 18' N OF
 GD0459'CENTERLINE OF GRAVEL ROAD.
 GD0459
 GD0459                          STATION RECOVERY (2003)
 GD0459
 GD0459'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 GD0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1434 ***********************************************************************
 GD1434  DESIGNATION -  L 19 RESET 1975
 GD1434  PID         -  GD1434
 GD1434  STATE/COUNTY-  KY/MCCRACKEN
 GD1434  USGS QUAD   -  SYMSONIA (1982)
 GD1434
 GD1434                         *CURRENT SURVEY CONTROL
 GD1434  ___________________________________________________________________
 GD1434* NAD 83(1986)-  36 58 08.     (N)    088 32 43.     (W)     SCALED    
 GD1434* NAVD 88     -       103.44   (+/-2cm)     339.4    (feet)  VERTCON   
 GD1434  ___________________________________________________________________
 GD1434  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GD1434
 GD1434  VERT ORDER  -  THIRD (See Below)
 GD1434
 GD1434.The horizontal coordinates were scaled from a topographic map and have
 GD1434.an estimated accuracy of +/- 6 seconds.
 GD1434
 GD1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1434.The vertical order pertains to the NGVD 29 superseded value.
 GD1434
 GD1434.The geoid height was determined by GEOID03.
 GD1434
 GD1434;                    North         East    Units  Estimated Accuracy
 GD1434;SPC KY1Z     - 1,074,270.    1,251,120.      MT  (+/- 180 meters Scaled)
 GD1434
 GD1434                          SUPERSEDED SURVEY CONTROL
 GD1434
 GD1434  NGVD 29 (??/??/??)  103.46   (m)          339.4    (f) RESET       3  
 GD1434
 GD1434.Superseded values are not recommended for survey control.
 GD1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1434.See file dsdata.txt to determine how the superseded data were derived.
 GD1434
 GD1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF624925(NAD 83)
 GD1434_MARKER: DB = BENCH MARK DISK
 GD1434_SETTING: 0 = UNSPECIFIED SETTING
 GD1434_STAMPING: L 19 RESET 1975
 GD1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1434
 GD1434  HISTORY     - Date     Condition        Report By
 GD1434  HISTORY     - 1975     MONUMENTED       NGS
 GD1434  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 GD1434
 GD1434                          STATION DESCRIPTION
 GD1434
 GD1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GD1434'AT OAKS.
 GD1434'AT OAKS, A STANDARD DISK SET IN A DRILL HOLE IN THE TOP AND
 GD1434'SOUTHWEST CORNER OF THE NORTH 1 OF 2 CONCRETE BASES OF A GAS PUMPS,
 GD1434'4 FEET SOUTHWEST OF THE NORTHWEST CORNER OF WAVAS GRO. AND UPHOLSTRY
 GD1434'SHOP, 36 FEET EAST OF THE CENERLINE OF HIGHWAY 450 AND 68 FEET NORTH
 GD1434'OF THE NORTH RAIL OF RAILROAD TRACKS.
 GD1434
 GD1434                          STATION RECOVERY (2003)
 GD1434
 GD1434'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 GD1434'GAS PUMPS DESTROYED.  GROCERY AND UPHOLSTRY SHOP GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2702 ***********************************************************************
 GY2702  DESIGNATION -  L 190
 GY2702  PID         -  GY2702
 GY2702  STATE/COUNTY-  KY/CLAY
 GY2702  USGS QUAD   -  OGLE (1979)
 GY2702
 GY2702                         *CURRENT SURVEY CONTROL
 GY2702  ___________________________________________________________________
 GY2702* NAD 83(1986)-  37 03 52.     (N)    083 40 53.     (W)     SCALED    
 GY2702* NAVD 88     -       270.393  (meters)     887.11   (feet)  ADJUSTED  
 GY2702  ___________________________________________________________________
 GY2702  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GY2702  DYNAMIC HT  -         270.174 (meters)     886.40  (feet)  COMP
 GY2702  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 GY2702
 GY2702  VERT ORDER  -  SECOND    CLASS 0
 GY2702
 GY2702.The horizontal coordinates were scaled from a topographic map and have
 GY2702.an estimated accuracy of +/- 6 seconds.
 GY2702
 GY2702.The orthometric height was determined by differential leveling
 GY2702.and adjusted by the National Geodetic Survey in June 1991..
 GY2702
 GY2702.The geoid height was determined by GEOID03.
 GY2702
 GY2702.The dynamic height is computed by dividing the NAVD 88
 GY2702.geopotential number by the normal gravity value computed on the
 GY2702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2702.degrees latitude (g = 980.6199 gals.).
 GY2702
 GY2702.The modeled gravity was interpolated from observed gravity values.
 GY2702
 GY2702;                    North         East    Units  Estimated Accuracy
 GY2702;SPC KY1Z     - 1,083,180.    1,683,960.      MT  (+/- 180 meters Scaled)
 GY2702
 GY2702                          SUPERSEDED SURVEY CONTROL
 GY2702
 GY2702  NGVD 29 (??/??/92)  270.550  (m)          887.63   (f) ADJ UNCH    2 0
 GY2702
 GY2702.Superseded values are not recommended for survey control.
 GY2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2702.See file dsdata.txt to determine how the superseded data were derived.
 GY2702
 GY2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB615053(NAD 83)
 GY2702_MARKER: DB = BENCH MARK DISK
 GY2702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2702_SP_SET: CULVERT
 GY2702_STAMPING: L 190 1950
 GY2702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2702+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2002
 GY2702
 GY2702  HISTORY     - Date     Condition        Report By
 GY2702  HISTORY     - 1950     MONUMENTED       CGS
 GY2702  HISTORY     - 1957     GOOD             NGS
 GY2702  HISTORY     - 20020329 GOOD             KYDT
 GY2702
 GY2702                          STATION DESCRIPTION
 GY2702
 GY2702'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2702'2.3 MI SE FROM GOOSEROCK.
 GY2702'ABOUT 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE POST
 GY2702'OFFICE AT GOOSEROCK, THENCE ABOUT 1.95 MILES SOUTHEAST ALONG
 GY2702'A GRAVEL ROAD, ABOUT 0.9 MILE SOUTH OF JUNCTION OF A ROAD EAST,
 GY2702'ABOUT 0.9 MILE NORTHWEST OF JUNCTION OF A ROAD SOUTH, ON THE OUTSIDE
 GY2702'OF A CURVE WITH TANGENTS EXTENDING SOUTHWEST AND NORTHWEST,
 GY2702'AT THE RESIDENCE OF JOHN H. SMITH, IN THE TOP OF NORTH END OF
 GY2702'EAST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT, 19 FEET EAST OF
 GY2702'CENTER LINE OF ROAD, 61 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE
 GY2702'AND ABOUT 2 FEET BELOW LEVEL OF ROAD.
 GY2702
 GY2702                          STATION RECOVERY (1957)
 GY2702
 GY2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2702'RECOVERED IN GOOD CONDITION.
 GY2702
 GY2702                          STATION RECOVERY (2002)
 GY2702
 GY2702'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0301 ***********************************************************************
 GB0301  DESIGNATION -  L 191
 GB0301  PID         -  GB0301
 GB0301  STATE/COUNTY-  KY/WHITLEY
 GB0301  USGS QUAD   -  WOFFORD (1982)
 GB0301
 GB0301                         *CURRENT SURVEY CONTROL
 GB0301  ___________________________________________________________________
 GB0301* NAD 83(1986)-  36 49 43.     (N)    084 12 42.     (W)     SCALED    
 GB0301* NAVD 88     -       368.517  (meters)    1209.04   (feet)  ADJUSTED  
 GB0301  ___________________________________________________________________
 GB0301  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GB0301  DYNAMIC HT  -         368.219 (meters)    1208.07  (feet)  COMP
 GB0301  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 GB0301
 GB0301  VERT ORDER  -  SECOND    CLASS 0
 GB0301
 GB0301.The horizontal coordinates were scaled from a topographic map and have
 GB0301.an estimated accuracy of +/- 6 seconds.
 GB0301
 GB0301.The orthometric height was determined by differential leveling
 GB0301.and adjusted by the National Geodetic Survey in June 1991..
 GB0301
 GB0301.The geoid height was determined by GEOID03.
 GB0301
 GB0301.The dynamic height is computed by dividing the NAVD 88
 GB0301.geopotential number by the normal gravity value computed on the
 GB0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0301.degrees latitude (g = 980.6199 gals.).
 GB0301
 GB0301.The modeled gravity was interpolated from observed gravity values.
 GB0301
 GB0301;                    North         East    Units  Estimated Accuracy
 GB0301;SPC KY1Z     - 1,056,100.    1,637,240.      MT  (+/- 180 meters Scaled)
 GB0301
 GB0301                          SUPERSEDED SURVEY CONTROL
 GB0301
 GB0301  NGVD 29 (??/??/92)  368.670  (m)         1209.54   (f) ADJ UNCH    2 0
 GB0301
 GB0301.Superseded values are not recommended for survey control.
 GB0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0301.See file dsdata.txt to determine how the superseded data were derived.
 GB0301
 GB0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF486794(NAD 83)
 GB0301_MARKER: DB = BENCH MARK DISK
 GB0301_SETTING: 66 = SET IN ROCK OUTCROP
 GB0301_SP_SET: ROCK OUTCROP
 GB0301_STAMPING: L 191 1950 1209.545
 GB0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0301+STABILITY: POSITION/ELEVATION WELL
 GB0301
 GB0301  HISTORY     - Date     Condition        Report By
 GB0301  HISTORY     - 1950     MONUMENTED       CGS
 GB0301  HISTORY     - 1957     GOOD             NGS
 GB0301  HISTORY     - 20060109 MARK NOT FOUND   KYTC
 GB0301
 GB0301                          STATION DESCRIPTION
 GB0301
 GB0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0301'3.4 MI NW FROM GOLD BUG.
 GB0301'ABOUT 3.45 MILES NORTHWEST ALONG U.S. HIGHWAY 25W FROM THE POST
 GB0301'OFFICE AT GOLD BUG, ABOUT 1.0 MILE NORTHWEST OF THE CROSSROADS
 GB0301'AND POST OFFICE AT CLIO, ABOUT 0.45 MILE SOUTHEAST OF A GRAVEL
 GB0301'CROSSROAD, NEAR THE TOP OF A GRADE, SET IN THE TOP OF AN
 GB0301'OUTCROP OF ROCK PROTRUDING OUT OF HIGHWAY CUT, 20 FEET NORTHEAST
 GB0301'OF THE CENTER LINE OF THE HIGHWAY, 90 FEET SOUTHEAST OF THE
 GB0301'CENTER LINE OF A ROAD NORTHEAST, 136 FEET NORTHWEST OF THE
 GB0301'EXTENDED CENTER LINE OF A ROAD SOUTHWEST AND A DIM FARM ROAD
 GB0301'EAST, 100 FEET SOUTHEAST OF THE SOUTHEAST END POST OF A GUARD
 GB0301'RAIL ON NORTHEAST SIDE OF HIGHWAY, 126 FEET NORTHWEST OF THE
 GB0301'NORTHWEST END OF A PIPE CULVERT UNDER FARM ROAD EAST, 87 FEET
 GB0301'EAST AND ACROSS HIGHWAY FROM A 4-INCH WALNUT TREE WHICH IS
 GB0301'LOCATED IN A CULTIVATED FIELD, ABOUT 1/2 FOOT NORTHEAST OF THE
 GB0301'SOUTHWEST EDGE OF OUTCROP AND ABOUT LEVEL WITH THE HIGHWAY.
 GB0301
 GB0301                          STATION RECOVERY (1957)
 GB0301
 GB0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0301'RECOVERED IN GOOD CONDITION.
 GB0301
 GB0301                          STATION RECOVERY (2006)
 GB0301
 GB0301'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0261 ***********************************************************************
 GB0261  DESIGNATION -  L 192
 GB0261  PID         -  GB0261
 GB0261  STATE/COUNTY-  KY/MCCREARY
 GB0261  USGS QUAD   -  HOLLYHILL (1982)
 GB0261
 GB0261                         *CURRENT SURVEY CONTROL
 GB0261  ___________________________________________________________________
 GB0261* NAD 83(1986)-  36 42 55.     (N)    084 21 18.     (W)     SCALED    
 GB0261* NAVD 88     -       312.400  (meters)    1024.93   (feet)  ADJUSTED  
 GB0261  ___________________________________________________________________
 GB0261  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GB0261  DYNAMIC HT  -         312.154 (meters)    1024.13  (feet)  COMP
 GB0261  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 GB0261
 GB0261  VERT ORDER  -  SECOND    CLASS 0
 GB0261
 GB0261.The horizontal coordinates were scaled from a topographic map and have
 GB0261.an estimated accuracy of +/- 6 seconds.
 GB0261
 GB0261.The orthometric height was determined by differential leveling
 GB0261.and adjusted by the National Geodetic Survey in June 1991..
 GB0261
 GB0261.The geoid height was determined by GEOID03.
 GB0261
 GB0261.The dynamic height is computed by dividing the NAVD 88
 GB0261.geopotential number by the normal gravity value computed on the
 GB0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0261.degrees latitude (g = 980.6199 gals.).
 GB0261
 GB0261.The modeled gravity was interpolated from observed gravity values.
 GB0261
 GB0261;                    North         East    Units  Estimated Accuracy
 GB0261;SPC KY1Z     - 1,043,320.    1,624,640.      MT  (+/- 180 meters Scaled)
 GB0261
 GB0261                          SUPERSEDED SURVEY CONTROL
 GB0261
 GB0261  NGVD 29 (??/??/92)  312.552  (m)         1025.43   (f) ADJ UNCH    2 0
 GB0261
 GB0261.Superseded values are not recommended for survey control.
 GB0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0261.See file dsdata.txt to determine how the superseded data were derived.
 GB0261
 GB0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF362665(NAD 83)
 GB0261_MARKER: DB = BENCH MARK DISK
 GB0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0261_SP_SET: ABUTMENT
 GB0261_STAMPING: L 192 1950 1025.431
 GB0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0261+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 GB0261
 GB0261  HISTORY     - Date     Condition        Report By
 GB0261  HISTORY     - 1950     MONUMENTED       CGS
 GB0261  HISTORY     - 1957     GOOD             NGS
 GB0261  HISTORY     - 19960620 GOOD             KYDT
 GB0261
 GB0261                          STATION DESCRIPTION
 GB0261
 GB0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0261'8.6 MI E FROM WHITLEY CITY.
 GB0261'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE COURT HOUSE AT
 GB0261'WHITLEY CITY, THENCE ABOUT 8.4 MILES EAST ALONG A BLACK TOP AND
 GB0261'GRAVEL ROAD, SET IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT
 GB0261'OF AN 85-FOOT STEEL BRIDGE OVER A CREEK, 9 FEET NORTH OF THE CENTER
 GB0261'LINE OF THE ROAD, 1/2 FOOT SOUTH OF THE NORTH END OF ABUTMENT AND
 GB0261'ABOUT 1 FOOT BELOW THE ROAD.
 GB0261
 GB0261                          STATION RECOVERY (1957)
 GB0261
 GB0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0261'RECOVERED IN GOOD CONDITION.
 GB0261
 GB0261                          STATION RECOVERY (1996)
 GB0261
 GB0261'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0261'A CONCRETE BRIDGE HAS BEEN CONSTRUCTED 30 FEET NORTH OF OLD STEEL
 GB0261'BRIDGE SITE, OLD ABUTMENT, WITH MARK, STILL IN PLACE, MARK IS ABOUT 7
 GB0261'FEET BELOW NEW ROADWAY, MARK NOT LEVELED TO AT THIS TIME BUT APPEARS
 GB0261'TO STILL BE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0364 ***********************************************************************
 GB0364  DESIGNATION -  L 193
 GB0364  PID         -  GB0364
 GB0364  STATE/COUNTY-  KY/MCCREARY
 GB0364  USGS QUAD   -  WHITLEY CITY (1982)
 GB0364
 GB0364                         *CURRENT SURVEY CONTROL
 GB0364  ___________________________________________________________________
 GB0364* NAD 83(1986)-  36 44 10.     (N)    084 24 03.     (W)     SCALED    
 GB0364* NAVD 88     -       329.379  (meters)    1080.64   (feet)  ADJUSTED  
 GB0364  ___________________________________________________________________
 GB0364  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GB0364  DYNAMIC HT  -         329.116 (meters)    1079.77  (feet)  COMP
 GB0364  MODELED GRAV-     979,822.8   (mgal)                       NAVD 88
 GB0364
 GB0364  VERT ORDER  -  SECOND    CLASS 0
 GB0364
 GB0364.The horizontal coordinates were scaled from a topographic map and have
 GB0364.an estimated accuracy of +/- 6 seconds.
 GB0364
 GB0364.The orthometric height was determined by differential leveling
 GB0364.and adjusted by the National Geodetic Survey in June 1991..
 GB0364
 GB0364.The geoid height was determined by GEOID03.
 GB0364
 GB0364.The dynamic height is computed by dividing the NAVD 88
 GB0364.geopotential number by the normal gravity value computed on the
 GB0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0364.degrees latitude (g = 980.6199 gals.).
 GB0364
 GB0364.The modeled gravity was interpolated from observed gravity values.
 GB0364
 GB0364;                    North         East    Units  Estimated Accuracy
 GB0364;SPC KY1Z     - 1,045,580.    1,620,510.      MT  (+/- 180 meters Scaled)
 GB0364
 GB0364                          SUPERSEDED SURVEY CONTROL
 GB0364
 GB0364  NGVD 29 (??/??/92)  329.524  (m)         1081.11   (f) ADJ UNCH    2 0
 GB0364
 GB0364.Superseded values are not recommended for survey control.
 GB0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0364.See file dsdata.txt to determine how the superseded data were derived.
 GB0364
 GB0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF320687(NAD 83)
 GB0364_MARKER: DB = BENCH MARK DISK
 GB0364_SETTING: 66 = SET IN ROCK OUTCROP
 GB0364_SP_SET: ROCK OUTCROP
 GB0364_STAMPING: L 193 1951
 GB0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0364+STABILITY: POSITION/ELEVATION WELL
 GB0364
 GB0364  HISTORY     - Date     Condition        Report By
 GB0364  HISTORY     - 1951     MONUMENTED       CGS
 GB0364  HISTORY     - 1963     GOOD             NGS
 GB0364
 GB0364                          STATION DESCRIPTION
 GB0364
 GB0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0364'11.4 MI SW FROM CUMBERLAND FALLS.
 GB0364'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 90 FROM THE WEST FERRY
 GB0364'LANDING ON THE CUMBERLAND RIVER AT CUMBERLAND FALLS, THENCE
 GB0364'ABOUT 7.2 MILES SOUTHWEST ALONG STATE HIGHWAY 700, THENCE ABOUT
 GB0364'1.55 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE ABOUT 0.6 MILE
 GB0364'SOUTH ALONG AN OLD DIM ROAD AND A FOOT PATH, SET ON THE SOUTHEAST
 GB0364'SLOPE OF A LONG ROUGH CROOKED HILL, IN THE TOP OF THE SOUTHWEST
 GB0364'END OF A LARGE FLAT OUTCROP OF ROCK, DIRECTLY IN THE CENTER
 GB0364'LINE OF OLD ROAD AND ABOUT 1 FOOT NORTHWEST OF THE SOUTHEAST
 GB0364'EDGE OF OUTCROP.  NOTE-- MARK MAY BE REACHED FROM THE COURT
 GB0364'HOUSE AT WHITLEY CITY BY GOING ABOUT 0.2 MILE SOUTH ALONG U.S.
 GB0364'HIGHWAY 27, THENCE ABOUT 4.3 MILES EAST ALONG A BLACK TOP AND
 GB0364'GRAVEL ROAD TO THE JUNCTION OF A DIM ROAD ABOUT 90 YARDS WEST OF
 GB0364'BRIDGE OVER LAUREL CREEK, THENCE ABOUT 0.5 MILE NORTH ALONG DIM
 GB0364'ROAD FOLLOWING LAUREL CREEK TO THE MOUTH OF JENNEYS BRANCH, THENCE
 GB0364'ABOUT 0.1 MILE NORTHWEST ALONG AN OLD DIM ROAD AND FOOT PATH.
 GB0364'NOTE-- THE AREA HAS BEEN LOGGED IN THE PAST TWO OR THREE YEARS
 GB0364'AND THE OLD ROADS AND TRAILS ARE WIPED OUT, THE MARK IS PROBABLY
 GB0364'HIDDEN BY UNDERGROWTH.
 GB0364
 GB0364                          STATION RECOVERY (1963)
 GB0364
 GB0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GB0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0226 ***********************************************************************
 GB0226  DESIGNATION -  L 194
 GB0226  PID         -  GB0226
 GB0226  STATE/COUNTY-  KY/WHITLEY
 GB0226  USGS QUAD   -  ROCKHOLDS (1981)
 GB0226
 GB0226                         *CURRENT SURVEY CONTROL
 GB0226  ___________________________________________________________________
 GB0226* NAD 83(1986)-  36 47 36.     (N)    084 01 11.     (W)     SCALED    
 GB0226* NAVD 88     -       295.422  (meters)     969.23   (feet)  ADJUSTED  
 GB0226  ___________________________________________________________________
 GB0226  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 GB0226  DYNAMIC HT  -         295.175 (meters)     968.42  (feet)  COMP
 GB0226  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 GB0226
 GB0226  VERT ORDER  -  SECOND    CLASS 0
 GB0226
 GB0226.The horizontal coordinates were scaled from a topographic map and have
 GB0226.an estimated accuracy of +/- 6 seconds.
 GB0226
 GB0226.The orthometric height was determined by differential leveling
 GB0226.and adjusted by the National Geodetic Survey in June 1991..
 GB0226
 GB0226.The geoid height was determined by GEOID03.
 GB0226
 GB0226.The dynamic height is computed by dividing the NAVD 88
 GB0226.geopotential number by the normal gravity value computed on the
 GB0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0226.degrees latitude (g = 980.6199 gals.).
 GB0226
 GB0226.The modeled gravity was interpolated from observed gravity values.
 GB0226
 GB0226;                    North         East    Units  Estimated Accuracy
 GB0226;SPC KY1Z     - 1,052,490.    1,654,440.      MT  (+/- 180 meters Scaled)
 GB0226
 GB0226                          SUPERSEDED SURVEY CONTROL
 GB0226
 GB0226  NGVD 29 (??/??/92)  295.575  (m)          969.73   (f) ADJ UNCH    2 0
 GB0226
 GB0226.Superseded values are not recommended for survey control.
 GB0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0226.See file dsdata.txt to determine how the superseded data were derived.
 GB0226
 GB0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF659760(NAD 83)
 GB0226_MARKER: DB = BENCH MARK DISK
 GB0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0226_SP_SET: BRIDGE GUARD RAIL BASE
 GB0226_STAMPING: L 194 1951 969.732
 GB0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0226
 GB0226  HISTORY     - Date     Condition        Report By
 GB0226  HISTORY     - 1951     MONUMENTED       CGS
 GB0226  HISTORY     - 1957     GOOD             NGS
 GB0226
 GB0226                          STATION DESCRIPTION
 GB0226
 GB0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0226'4.4 MI NW FROM GAUSDALE.
 GB0226'ABOUT 4.4 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB0226'AT GAUSDALE, ABOUT 100 YARDS SOUTHEAST OF THE JUNCTION OF A
 GB0226'ROAD NORTHEAST, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 GB0226'GUARD RAIL BASE OF A 25-FOOT CONCRETE BRIDGE OVER A SMALL CREEK,
 GB0226'12 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1/2 FOOT NORTHWEST
 GB0226'OF THE SOUTHEAST END OF BASE AND ABOUT 1 FOOT ABOVE THE ROAD.
 GB0226
 GB0226                          STATION RECOVERY (1957)
 GB0226
 GB0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0184 ***********************************************************************
 GB0184  DESIGNATION -  L 195
 GB0184  PID         -  GB0184
 GB0184  STATE/COUNTY-  KY/MCCREARY
 GB0184  USGS QUAD   -  HOLLYHILL (1982)
 GB0184
 GB0184                         *CURRENT SURVEY CONTROL
 GB0184  ___________________________________________________________________
 GB0184* NAD 83(1986)-  36 38 16.     (N)    084 22 06.     (W)     SCALED    
 GB0184* NAVD 88     -       326.694  (meters)    1071.83   (feet)  ADJUSTED  
 GB0184  ___________________________________________________________________
 GB0184  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GB0184  DYNAMIC HT  -         326.426 (meters)    1070.95  (feet)  COMP
 GB0184  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 GB0184
 GB0184  VERT ORDER  -  SECOND    CLASS 0
 GB0184
 GB0184.The horizontal coordinates were scaled from a topographic map and have
 GB0184.an estimated accuracy of +/- 6 seconds.
 GB0184
 GB0184.The orthometric height was determined by differential leveling
 GB0184.and adjusted by the National Geodetic Survey in June 1991..
 GB0184
 GB0184.The geoid height was determined by GEOID03.
 GB0184
 GB0184.The dynamic height is computed by dividing the NAVD 88
 GB0184.geopotential number by the normal gravity value computed on the
 GB0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0184.degrees latitude (g = 980.6199 gals.).
 GB0184
 GB0184.The modeled gravity was interpolated from observed gravity values.
 GB0184
 GB0184;                    North         East    Units  Estimated Accuracy
 GB0184;SPC KY1Z     - 1,034,710.    1,623,580.      MT  (+/- 180 meters Scaled)
 GB0184
 GB0184                          SUPERSEDED SURVEY CONTROL
 GB0184
 GB0184  NGVD 29 (??/??/92)  326.836  (m)         1072.29   (f) ADJ UNCH    2 0
 GB0184
 GB0184.Superseded values are not recommended for survey control.
 GB0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0184.See file dsdata.txt to determine how the superseded data were derived.
 GB0184
 GB0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF352579(NAD 83)
 GB0184_MARKER: DB = BENCH MARK DISK
 GB0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0184_SP_SET: CULVERT
 GB0184_STAMPING: L 195 1951 1072.294
 GB0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0184+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 GB0184
 GB0184  HISTORY     - Date     Condition        Report By
 GB0184  HISTORY     - 1951     MONUMENTED       CGS
 GB0184  HISTORY     - 1957     GOOD             NGS
 GB0184  HISTORY     - 19960620 GOOD             KYDT
 GB0184
 GB0184                          STATION DESCRIPTION
 GB0184
 GB0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0184'6.2 MI E FROM PINE KNOT.
 GB0184'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 92 FROM THE JUNCTION
 GB0184'OF U.S. HIGHWAY 27 AT PINE KNOT, THENCE ABOUT 0.15 MILE SOUTH
 GB0184'ALONG A GRAVEL ROAD, THENCE ABOUT 1.05 MILES SOUTHEAST ALONG A
 GB0184'GRAVEL ROAD LEADING TO CREEKMORE, ABOUT 1.1 MILES NORTHWEST OF
 GB0184'THE POST OFFICE AT CREEKMORE, ABOUT 0.9 MILE SOUTHEAST OF A STEEL
 GB0184'BRIDGE OVER MARSH CREEK, SET IN THE TOP OF THE SOUTH END OF THE
 GB0184'EAST HEADWALL OF AN 8-FOOT CONCRETE BOX CULVERT, 12 FEET EAST
 GB0184'OF THE CENTER LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE THE ROAD.
 GB0184
 GB0184                          STATION RECOVERY (1957)
 GB0184
 GB0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0184'RECOVERED IN GOOD CONDITION.
 GB0184
 GB0184                          STATION RECOVERY (1996)
 GB0184
 GB0184'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0184'GRAVEL ROAD SOUTH NOW KY 592 AND BLACKTOP, GRAVEL ROAD SOUTHEAST NOW
 GB0184'KY 1470 AND BLACKTOP, MARK LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0523 ***********************************************************************
 GZ0523  DESIGNATION -  L 196
 GZ0523  PID         -  GZ0523
 GZ0523  STATE/COUNTY-  KY/PULASKI
 GZ0523  USGS QUAD   -  DYKES (1979)
 GZ0523
 GZ0523                         *CURRENT SURVEY CONTROL
 GZ0523  ___________________________________________________________________
 GZ0523* NAD 83(1986)-  37 04 14.     (N)    084 27 00.     (W)     SCALED    
 GZ0523* NAVD 88     -       316.228  (meters)    1037.49   (feet)  ADJUSTED  
 GZ0523  ___________________________________________________________________
 GZ0523  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GZ0523  DYNAMIC HT  -         315.986 (meters)    1036.70  (feet)  COMP
 GZ0523  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 GZ0523
 GZ0523  VERT ORDER  -  SECOND    CLASS 0
 GZ0523
 GZ0523.The horizontal coordinates were scaled from a topographic map and have
 GZ0523.an estimated accuracy of +/- 6 seconds.
 GZ0523
 GZ0523.The orthometric height was determined by differential leveling
 GZ0523.and adjusted by the National Geodetic Survey in June 1991..
 GZ0523
 GZ0523.The geoid height was determined by GEOID03.
 GZ0523
 GZ0523.The dynamic height is computed by dividing the NAVD 88
 GZ0523.geopotential number by the normal gravity value computed on the
 GZ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0523.degrees latitude (g = 980.6199 gals.).
 GZ0523
 GZ0523.The modeled gravity was interpolated from observed gravity values.
 GZ0523
 GZ0523;                    North         East    Units  Estimated Accuracy
 GZ0523;SPC KY1Z     - 1,082,630.    1,615,610.      MT  (+/- 180 meters Scaled)
 GZ0523
 GZ0523                          SUPERSEDED SURVEY CONTROL
 GZ0523
 GZ0523  NGVD 29 (??/??/92)  316.395  (m)         1038.04   (f) ADJ UNCH    2 0
 GZ0523
 GZ0523.Superseded values are not recommended for survey control.
 GZ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0523.See file dsdata.txt to determine how the superseded data were derived.
 GZ0523
 GZ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG267057(NAD 83)
 GZ0523_MARKER: DB = BENCH MARK DISK
 GZ0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0523_STAMPING: L 196 1950 1038.039
 GZ0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0523+STABILITY: SURFACE MOTION
 GZ0523
 GZ0523  HISTORY     - Date     Condition        Report By
 GZ0523  HISTORY     - 1950     MONUMENTED       CGS
 GZ0523  HISTORY     - 1958     GOOD             NGS
 GZ0523  HISTORY     - 1977     MARK NOT FOUND   USGS
 GZ0523
 GZ0523                          STATION DESCRIPTION
 GZ0523
 GZ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0523'6 MI NW FROM MT VICTORY.
 GZ0523'ABOUT 5.95 MILES NORTHWEST ALONG STATE HIGHWAY 192 FROM THE POST
 GZ0523'OFFICE AND SCHOOL AT MT. VICTORY, ABOUT 1.1 MILES NORTHWEST OF
 GZ0523'THE POST OFFICE AT DYKES, ABOUT 0.7 MILE SOUTHEAST OF A ROAD
 GZ0523'LEADING SOUTH, SET ON THE OUTSIDE OF A U TURN IN THE HIGHWAY
 GZ0523'WITH TANGENTS EXTENDING NORTH AND ON THE EAST SLOPE OF A LONG
 GZ0523'CROOKED HILL, AT THE JUNCTION OF A DIM ROAD SOUTH, 42 FEET
 GZ0523'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET WEST OF THE
 GZ0523'CENTER LINE OF THE DIM ROAD SOUTH, 32 FEET WEST AND ACROSS DIM
 GZ0523'ROAD FROM A 12-INCH POPLAR TREE, ABOUT 3 FEET ABOVE THE HIGHWAY
 GZ0523'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0523
 GZ0523                          STATION RECOVERY (1958)
 GZ0523
 GZ0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0523'RECOVERED IN GOOD CONDITION.
 GZ0523
 GZ0523                          STATION RECOVERY (1977)
 GZ0523
 GZ0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GZ0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0448 ***********************************************************************
 GZ0448  DESIGNATION -  L 197
 GZ0448  PID         -  GZ0448
 GZ0448  STATE/COUNTY-  KY/PULASKI
 GZ0448  USGS QUAD   -  DYKES (1979)
 GZ0448
 GZ0448                         *CURRENT SURVEY CONTROL
 GZ0448  ___________________________________________________________________
 GZ0448* NAD 83(1986)-  37 05 53.     (N)    084 29 04.     (W)     SCALED    
 GZ0448* NAVD 88     -       311.569  (meters)    1022.21   (feet)  ADJUSTED  
 GZ0448  ___________________________________________________________________
 GZ0448  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GZ0448  DYNAMIC HT  -         311.329 (meters)    1021.42  (feet)  COMP
 GZ0448  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 GZ0448
 GZ0448  VERT ORDER  -  SECOND    CLASS 0
 GZ0448
 GZ0448.The horizontal coordinates were scaled from a topographic map and have
 GZ0448.an estimated accuracy of +/- 6 seconds.
 GZ0448
 GZ0448.The orthometric height was determined by differential leveling
 GZ0448.and adjusted by the National Geodetic Survey in June 1991..
 GZ0448
 GZ0448.The geoid height was determined by GEOID03.
 GZ0448
 GZ0448.The dynamic height is computed by dividing the NAVD 88
 GZ0448.geopotential number by the normal gravity value computed on the
 GZ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0448.degrees latitude (g = 980.6199 gals.).
 GZ0448
 GZ0448.The modeled gravity was interpolated from observed gravity values.
 GZ0448
 GZ0448;                    North         East    Units  Estimated Accuracy
 GZ0448;SPC KY1Z     - 1,085,640.    1,612,500.      MT  (+/- 180 meters Scaled)
 GZ0448
 GZ0448                          SUPERSEDED SURVEY CONTROL
 GZ0448
 GZ0448  NGVD 29 (??/??/92)  311.734  (m)         1022.75   (f) ADJ UNCH    2 0
 GZ0448
 GZ0448.Superseded values are not recommended for survey control.
 GZ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0448.See file dsdata.txt to determine how the superseded data were derived.
 GZ0448
 GZ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG235087(NAD 83)
 GZ0448_MARKER: DB = BENCH MARK DISK
 GZ0448_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0448_SP_SET: ROCK OUTCROP
 GZ0448_STAMPING: L 197 1950 1022.747
 GZ0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0448+STABILITY: POSITION/ELEVATION WELL
 GZ0448
 GZ0448  HISTORY     - Date     Condition        Report By
 GZ0448  HISTORY     - 1950     MONUMENTED       CGS
 GZ0448  HISTORY     - 1958     POOR             NGS
 GZ0448
 GZ0448                          STATION DESCRIPTION
 GZ0448
 GZ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0448'7.8 MI S FROM SHOPVILLE.
 GZ0448'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0448'SHOPVILLE, THENCE ABOUT 3.65 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 GZ0448'THENCE ABOUT 0.45 MILE WEST ALONG A ROUGH ROCKY ROAD, THENCE ABOUT
 GZ0448'2.5 MILES SOUTH AND WEST ALONG A ROUGH ROCKY ROAD, THENCE ABOUT
 GZ0448'0.25 MILE NORTHWEST ALONG A DIRT ROAD, ABOUT 100 YARDS SOUTH OF THE
 GZ0448'POST OFFICE AT DRUM, ABOUT 0.25 MILE NORTHWEST OF THE JUNCTION
 GZ0448'OF A DIRT ROAD SOUTH, ABOUT 0.2 MILE SOUTHEAST OF PINEY GROVE
 GZ0448'CHURCH AND CEMETERY AT DRUM, 59 FEET EAST OF THE CENTER LINE OF THE
 GZ0448'ROAD, 96 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 35
 GZ0448'FEET SOUTH OF AN EAST-WEST FENCE LINE, ABOUT 9 FEET ABOVE THE
 GZ0448'ROAD AND SET IN THE TOP OF AN OUTCROPPING OF ROCK IN A SMALL
 GZ0448'RAVINE.  NOTE-- THE MARK IS MUTILATED BUT SOLID.
 GZ0448
 GZ0448                          STATION RECOVERY (1958)
 GZ0448
 GZ0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0448'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0447 ***********************************************************************
 GZ0447  DESIGNATION -  L 198
 GZ0447  PID         -  GZ0447
 GZ0447  STATE/COUNTY-  KY/PULASKI
 GZ0447  USGS QUAD   -  DYKES (1979)
 GZ0447
 GZ0447                         *CURRENT SURVEY CONTROL
 GZ0447  ___________________________________________________________________
 GZ0447* NAD 83(1986)-  37 05 50.     (N)    084 28 03.     (W)     SCALED    
 GZ0447* NAVD 88     -       271.315  (meters)     890.14   (feet)  ADJUSTED  
 GZ0447  ___________________________________________________________________
 GZ0447  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GZ0447  DYNAMIC HT  -         271.107 (meters)     889.46  (feet)  COMP
 GZ0447  MODELED GRAV-     979,854.8   (mgal)                       NAVD 88
 GZ0447
 GZ0447  VERT ORDER  -  SECOND    CLASS 0
 GZ0447
 GZ0447.The horizontal coordinates were scaled from a topographic map and have
 GZ0447.an estimated accuracy of +/- 6 seconds.
 GZ0447
 GZ0447.The orthometric height was determined by differential leveling
 GZ0447.and adjusted by the National Geodetic Survey in June 1991..
 GZ0447
 GZ0447.The geoid height was determined by GEOID03.
 GZ0447
 GZ0447.The dynamic height is computed by dividing the NAVD 88
 GZ0447.geopotential number by the normal gravity value computed on the
 GZ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0447.degrees latitude (g = 980.6199 gals.).
 GZ0447
 GZ0447.The modeled gravity was interpolated from observed gravity values.
 GZ0447
 GZ0447;                    North         East    Units  Estimated Accuracy
 GZ0447;SPC KY1Z     - 1,085,560.    1,614,010.      MT  (+/- 180 meters Scaled)
 GZ0447
 GZ0447                          SUPERSEDED SURVEY CONTROL
 GZ0447
 GZ0447  NGVD 29 (??/??/92)  271.481  (m)          890.68   (f) ADJ UNCH    2 0
 GZ0447
 GZ0447.Superseded values are not recommended for survey control.
 GZ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0447.See file dsdata.txt to determine how the superseded data were derived.
 GZ0447
 GZ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG250086(NAD 83)
 GZ0447_MARKER: DB = BENCH MARK DISK
 GZ0447_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0447_SP_SET: ROCK OUTCROP
 GZ0447_STAMPING: L 198 1950 890.684
 GZ0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0447+STABILITY: POSITION/ELEVATION WELL
 GZ0447
 GZ0447  HISTORY     - Date     Condition        Report By
 GZ0447  HISTORY     - 1950     MONUMENTED       CGS
 GZ0447  HISTORY     - 1958     GOOD             NGS
 GZ0447  HISTORY     - 1977     MARK NOT FOUND   USGS
 GZ0447
 GZ0447                          STATION DESCRIPTION
 GZ0447
 GZ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0447'6.8 MI SE FROM SHOPVILLE.
 GZ0447'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL AT
 GZ0447'SHOPVILLE, THENCE ABOUT 3.65 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 GZ0447'THENCE ABOUT 0.45 MILE WEST ALONG A NARROW ROCKY ROAD, THENCE ABOUT
 GZ0447'1.7 MILES SOUTH AND WEST ALONG A NARROW ROCKY ROAD, ABOUT 1.25
 GZ0447'MILES EAST OF THE PINEY GROVE CHURCH AND CEMETERY AT DRUM, ABOUT
 GZ0447'0.8 MILE NORTHEAST OF THE JUNCTION OF A DIRT ROAD SOUTH, ABOUT 200
 GZ0447'YARDS SOUTHWEST OF A FARM HOUSE, ON THE NORTHEAST SLOPE OF A SHORT
 GZ0447'ROUGH HILL, 7 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT
 GZ0447'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A ROUGH OUTCROP OF
 GZ0447'ROCK PROJECTING OUT OF CUT BANK.
 GZ0447
 GZ0447                          STATION RECOVERY (1958)
 GZ0447
 GZ0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0447'RECOVERED IN GOOD CONDITION.
 GZ0447
 GZ0447                          STATION RECOVERY (1977)
 GZ0447
 GZ0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GZ0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0478 ***********************************************************************
 GZ0478  DESIGNATION -  L 199
 GZ0478  PID         -  GZ0478
 GZ0478  STATE/COUNTY-  KY/LAUREL
 GZ0478  USGS QUAD   -  BERNSTADT (1969)
 GZ0478
 GZ0478                         *CURRENT SURVEY CONTROL
 GZ0478  ___________________________________________________________________
 GZ0478* NAD 83(1986)-  37 09 00.     (N)    084 12 33.     (W)     SCALED    
 GZ0478* NAVD 88     -       379.250  (meters)    1244.26   (feet)  ADJUSTED  
 GZ0478  ___________________________________________________________________
 GZ0478  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GZ0478  DYNAMIC HT  -         378.957 (meters)    1243.29  (feet)  COMP
 GZ0478  MODELED GRAV-     979,848.3   (mgal)                       NAVD 88
 GZ0478
 GZ0478  VERT ORDER  -  SECOND    CLASS 0
 GZ0478
 GZ0478.The horizontal coordinates were scaled from a topographic map and have
 GZ0478.an estimated accuracy of +/- 6 seconds.
 GZ0478
 GZ0478.The orthometric height was determined by differential leveling
 GZ0478.and adjusted by the National Geodetic Survey in June 1991..
 GZ0478
 GZ0478.The geoid height was determined by GEOID03.
 GZ0478
 GZ0478.The dynamic height is computed by dividing the NAVD 88
 GZ0478.geopotential number by the normal gravity value computed on the
 GZ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0478.degrees latitude (g = 980.6199 gals.).
 GZ0478
 GZ0478.The modeled gravity was interpolated from observed gravity values.
 GZ0478
 GZ0478;                    North         East    Units  Estimated Accuracy
 GZ0478;SPC KY1Z     - 1,091,770.    1,636,870.      MT  (+/- 180 meters Scaled)
 GZ0478
 GZ0478                          SUPERSEDED SURVEY CONTROL
 GZ0478
 GZ0478  NGVD 29 (??/??/92)  379.410  (m)         1244.78   (f) ADJ UNCH    2 0
 GZ0478
 GZ0478.Superseded values are not recommended for survey control.
 GZ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0478.See file dsdata.txt to determine how the superseded data were derived.
 GZ0478
 GZ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG478151(NAD 83)
 GZ0478_MARKER: DB = BENCH MARK DISK
 GZ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0478_STAMPING: L 199 1950 1244.781
 GZ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0478+STABILITY: SURFACE MOTION
 GZ0478
 GZ0478  HISTORY     - Date     Condition        Report By
 GZ0478  HISTORY     - 1950     MONUMENTED       CGS
 GZ0478  HISTORY     - 1958     GOOD             NGS
 GZ0478
 GZ0478                          STATION DESCRIPTION
 GZ0478
 GZ0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0478'1.1 MI SW FROM BERNSTADT.
 GZ0478'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 80 FROM THE SWISS COLONY
 GZ0478'BAPTIST CHURCH AT BERNSTADT, THENCE ABOUT 0.7 MILE SOUTHWEST ALONG
 GZ0478'A GRAVEL ROAD, ABOUT 150 YARDS NORTHEAST OF A CURVE IN THE ROAD WITH
 GZ0478'TANGENTS EXTENDING NORTHEAST AND WEST, AT THE JUNCTION OF A DRIVE
 GZ0478'SOUTHEAST TO A FARM HOUSE, 27 FEET SOUTHEAST OF THE CENTER LINE OF
 GZ0478'THE ROAD, 8 FEET NORTHEAST OF THE CENTER LINE OF DRIVE, 66 FEET
 GZ0478'SOUTHWEST OF A JUNCTION POWER POLE ON A BRANCH LINE, 3 FEET NORTHWEST
 GZ0478'OF A GATE POST, 1 FOOT SOUTHWEST OF A BOARD FENCE, ABOUT LEVEL WITH
 GZ0478'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0478
 GZ0478                          STATION RECOVERY (1958)
 GZ0478
 GZ0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1035 ***********************************************************************
 JZ1035  DESIGNATION -  L 2
 JZ1035  PID         -  JZ1035
 JZ1035  STATE/COUNTY-  KY/BOONE
 JZ1035  USGS QUAD   -  BURLINGTON (1991)
 JZ1035
 JZ1035                         *CURRENT SURVEY CONTROL
 JZ1035  ___________________________________________________________________
 JZ1035* NAD 83(1986)-  39 02 25.     (N)    084 41 43.     (W)     SCALED    
 JZ1035* NAVD 88     -       265.955  (meters)     872.55   (feet)  ADJUSTED  
 JZ1035  ___________________________________________________________________
 JZ1035  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1035  DYNAMIC HT  -         265.786 (meters)     872.00  (feet)  COMP
 JZ1035  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 JZ1035
 JZ1035  VERT ORDER  -  SECOND    CLASS 0
 JZ1035
 JZ1035.The horizontal coordinates were scaled from a topographic map and have
 JZ1035.an estimated accuracy of +/- 6 seconds.
 JZ1035
 JZ1035.The orthometric height was determined by differential leveling
 JZ1035.and adjusted by the National Geodetic Survey in June 1991..
 JZ1035
 JZ1035.The geoid height was determined by GEOID03.
 JZ1035
 JZ1035.The dynamic height is computed by dividing the NAVD 88
 JZ1035.geopotential number by the normal gravity value computed on the
 JZ1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1035.degrees latitude (g = 980.6199 gals.).
 JZ1035
 JZ1035.The modeled gravity was interpolated from observed gravity values.
 JZ1035
 JZ1035;                    North         East    Units  Estimated Accuracy
 JZ1035;SPC KY1Z     - 1,300,960.    1,591,320.      MT  (+/- 180 meters Scaled)
 JZ1035
 JZ1035                          SUPERSEDED SURVEY CONTROL
 JZ1035
 JZ1035  NGVD 29 (??/??/92)  266.152  (m)          873.20   (f) ADJ UNCH    2 0
 JZ1035
 JZ1035.Superseded values are not recommended for survey control.
 JZ1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1035.See file dsdata.txt to determine how the superseded data were derived.
 JZ1035
 JZ1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ994237(NAD 83)
 JZ1035_MARKER: Z = SEE DESCRIPTION
 JZ1035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1035_SP_SET: CAST IRON GAS VALVE
 JZ1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1035
 JZ1035  HISTORY     - Date     Condition        Report By
 JZ1035  HISTORY     - UNK      MONUMENTED       KYHD
 JZ1035  HISTORY     - 1964     GOOD             PAS
 JZ1035  HISTORY     - 20060904 MARK NOT FOUND   USPSQD
 JZ1035
 JZ1035                          STATION DESCRIPTION
 JZ1035
 JZ1035'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1035'2 MI S FROM HEBRON.
 JZ1035'0.05 MILE WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JZ1035'HEBRON, THENCE ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 237,
 JZ1035'ABOUT 148 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 1 1/2
 JZ1035'STORY BRICK HOUSE, 77 FEET SOUTHEAST OF A POWER POLE WITH
 JZ1035'TRANSFORMER, 33 FEET NORTH OF THE JUNCTION OF STATE HIGHWAYS
 JZ1035'237 AND 1334, 11 1/2 FEET EAST OF THE CENTER OF HIGHWAY 237
 JZ1035'AND 16 FEET NORTHWEST OF TELEPHONE POLE D 54.  A PAINTED SQUARE
 JZ1035'ON THE NORTHWEST CORNER OF A 15 IN X 18 IN CAST IRON C.G.
 JZ1035'AND E. CO. NATURAL GAS VALVE BOX AND ABOUT 1 FOOT LOWER THAN
 JZ1035'THE JUNCTION OF HIGHWAYS.
 JZ1035
 JZ1035                          STATION RECOVERY (2006)
 JZ1035
 JZ1035'RECOVERY NOTE BY US POWER SQUADRON 2006
 JZ1035'STATION NOT FOUND.  HIGHWAY 237 HAS BEEN RE-ROUTED TO THE WEST AND
 JZ1035'DESCRIPTION IS NO LONGER ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0108 ***********************************************************************
 GD0108  DESIGNATION -  L 20
 GD0108  PID         -  GD0108
 GD0108  STATE/COUNTY-  KY/CALLOWAY
 GD0108  USGS QUAD   -  LYNN GROVE (1981)
 GD0108
 GD0108                         *CURRENT SURVEY CONTROL
 GD0108  ___________________________________________________________________
 GD0108* NAD 83(1986)-  36 35 18.     (N)    088 27 06.     (W)     SCALED    
 GD0108* NAVD 88     -       173.201  (meters)     568.24   (feet)  ADJUSTED  
 GD0108  ___________________________________________________________________
 GD0108  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GD0108  DYNAMIC HT  -         173.062 (meters)     567.79  (feet)  COMP
 GD0108  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 GD0108
 GD0108  VERT ORDER  -  SECOND    CLASS 0
 GD0108
 GD0108.The horizontal coordinates were scaled from a topographic map and have
 GD0108.an estimated accuracy of +/- 6 seconds.
 GD0108
 GD0108.The orthometric height was determined by differential leveling
 GD0108.and adjusted by the National Geodetic Survey in June 1991..
 GD0108
 GD0108.The geoid height was determined by GEOID03.
 GD0108
 GD0108.The dynamic height is computed by dividing the NAVD 88
 GD0108.geopotential number by the normal gravity value computed on the
 GD0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0108.degrees latitude (g = 980.6199 gals.).
 GD0108
 GD0108.The modeled gravity was interpolated from observed gravity values.
 GD0108
 GD0108;                    North         East    Units  Estimated Accuracy
 GD0108;SPC KY1Z     - 1,031,800.    1,258,230.      MT  (+/- 180 meters Scaled)
 GD0108
 GD0108                          SUPERSEDED SURVEY CONTROL
 GD0108
 GD0108  NGVD 29 (??/??/??)  173.224  (m)          568.32   (f) ADJUSTED    2 0
 GD0108
 GD0108.Superseded values are not recommended for survey control.
 GD0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0108.See file dsdata.txt to determine how the superseded data were derived.
 GD0108
 GD0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF701501(NAD 83)
 GD0108_MARKER: DB = BENCH MARK DISK
 GD0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0108_STAMPING: L 20 1934
 GD0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0108+STABILITY: SURFACE MOTION
 GD0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0108+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 GD0108
 GD0108  HISTORY     - Date     Condition        Report By
 GD0108  HISTORY     - 1934     MONUMENTED       CGS
 GD0108  HISTORY     - 20040615 GOOD             USACE
 GD0108
 GD0108                          STATION DESCRIPTION
 GD0108
 GD0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GD0108'0.5 MI W FROM LYNN GROVE.
 GD0108'0.5 MILE WEST ALONG STATE HIGHWAY 94 FROM LYNN GROVE, CALLOWAY
 GD0108'COUNTY, AT A GRAVEL-ROAD INTERSECTION, 18 YARDS WEST OF THE
 GD0108'CENTERLINE OF THE GRAVEL ROAD, 12 YARDS SOUTH OF THE CENTERLINE
 GD0108'OF THE HIGHWAY, AT THE LYNN GROVE CHURCH, AND IN THE NORTHEAST
 GD0108'CORNER OF THE CHURCHYARD.  A STANDARD DISK, STAMPED L 20 1934
 GD0108'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- LYNN GROVE CHURCH
 GD0108'NOW WILLIAMS CHAPEL CHURCH.
 GD0108
 GD0108                          STATION RECOVERY (2004)
 GD0108
 GD0108'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0541 ***********************************************************************
 GZ0541  DESIGNATION -  L 201
 GZ0541  PID         -  GZ0541
 GZ0541  STATE/COUNTY-  KY/LAUREL
 GZ0541  USGS QUAD   -  LONDON SW (1979)
 GZ0541
 GZ0541                         *CURRENT SURVEY CONTROL
 GZ0541  ___________________________________________________________________
 GZ0541* NAD 83(1986)-  37 01 48.     (N)    084 13 56.     (W)     SCALED    
 GZ0541* NAVD 88     -       378.319  (meters)    1241.20   (feet)  ADJUSTED  
 GZ0541  ___________________________________________________________________
 GZ0541  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GZ0541  DYNAMIC HT  -         378.024 (meters)    1240.23  (feet)  COMP
 GZ0541  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 GZ0541
 GZ0541  VERT ORDER  -  SECOND    CLASS 0
 GZ0541
 GZ0541.The horizontal coordinates were scaled from a topographic map and have
 GZ0541.an estimated accuracy of +/- 6 seconds.
 GZ0541
 GZ0541.The orthometric height was determined by differential leveling
 GZ0541.and adjusted by the National Geodetic Survey in June 1991..
 GZ0541
 GZ0541.The geoid height was determined by GEOID03.
 GZ0541
 GZ0541.The dynamic height is computed by dividing the NAVD 88
 GZ0541.geopotential number by the normal gravity value computed on the
 GZ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0541.degrees latitude (g = 980.6199 gals.).
 GZ0541
 GZ0541.The modeled gravity was interpolated from observed gravity values.
 GZ0541
 GZ0541;                    North         East    Units  Estimated Accuracy
 GZ0541;SPC KY1Z     - 1,078,420.    1,635,040.      MT  (+/- 180 meters Scaled)
 GZ0541
 GZ0541                          SUPERSEDED SURVEY CONTROL
 GZ0541
 GZ0541  NGVD 29 (??/??/92)  378.476  (m)         1241.72   (f) ADJ UNCH    2 0
 GZ0541
 GZ0541.Superseded values are not recommended for survey control.
 GZ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0541.See file dsdata.txt to determine how the superseded data were derived.
 GZ0541
 GZ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG461017(NAD 83)
 GZ0541_MARKER: DB = BENCH MARK DISK
 GZ0541_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0541_SP_SET: ROCK OUTCROP
 GZ0541_STAMPING: L 201 1950 1241.717
 GZ0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0541+STABILITY: POSITION/ELEVATION WELL
 GZ0541
 GZ0541  HISTORY     - Date     Condition        Report By
 GZ0541  HISTORY     - 1950     MONUMENTED       CGS
 GZ0541  HISTORY     - 1958     GOOD             NGS
 GZ0541  HISTORY     - 1962     GOOD             PAS
 GZ0541
 GZ0541                          STATION DESCRIPTION
 GZ0541
 GZ0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0541'11.8 MI SW FROM LONDON.
 GZ0541'11.8 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE COURT
 GZ0541'HOUSE AT LONDON, ABOUT 0.55 MILE SOUTHWEST OF BALD ROCK LOOKOUT
 GZ0541'TOWER, ABOUT 120 FEET WEST OF POINT WHERE OLD ROAD PARALLELS NEW
 GZ0541'ROAD ON THE SOUTHEAST SIDE, ABOUT 0.15 MILE NORTHEAST OF A BARN
 GZ0541'ON SOUTH SIDE OF ROAD, 150 FEET NORTHEAST OF A POWER POLE FROM
 GZ0541'WHICH THE LINE CROSSES THE HIGHWAY, 36 FEET NORTHWEST OF THE
 GZ0541'CENTER OF HIGHWAY, SET IN THE TOP OF A FLAT SANDSTONE OUT CROP
 GZ0541'THAT EXTENDS INTO HIGHWAY CUT, ABOUT 5 FEET NORTHWEST OF EDGE OF
 GZ0541'CUT, AND ABOUT 4 FEET ABOVE THE LEVEL OF HIGHWAY.
 GZ0541
 GZ0541                          STATION RECOVERY (1962)
 GZ0541
 GZ0541'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1962
 GZ0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0557 ***********************************************************************
 GZ0557  DESIGNATION -  L 202
 GZ0557  PID         -  GZ0557
 GZ0557  STATE/COUNTY-  KY/LAUREL
 GZ0557  USGS QUAD   -  LONDON SW (1979)
 GZ0557
 GZ0557                         *CURRENT SURVEY CONTROL
 GZ0557  ___________________________________________________________________
 GZ0557* NAD 83(1986)-  37 01 03.     (N)    084 09 05.     (W)     SCALED    
 GZ0557* NAVD 88     -       373.886  (meters)    1226.66   (feet)  ADJUSTED  
 GZ0557  ___________________________________________________________________
 GZ0557  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 GZ0557  DYNAMIC HT  -         373.591 (meters)    1225.69  (feet)  COMP
 GZ0557  MODELED GRAV-     979,829.5   (mgal)                       NAVD 88
 GZ0557
 GZ0557  VERT ORDER  -  SECOND    CLASS 0
 GZ0557
 GZ0557.The horizontal coordinates were scaled from a topographic map and have
 GZ0557.an estimated accuracy of +/- 6 seconds.
 GZ0557
 GZ0557.The orthometric height was determined by differential leveling
 GZ0557.and adjusted by the National Geodetic Survey in June 1991..
 GZ0557
 GZ0557.The geoid height was determined by GEOID03.
 GZ0557
 GZ0557.The dynamic height is computed by dividing the NAVD 88
 GZ0557.geopotential number by the normal gravity value computed on the
 GZ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0557.degrees latitude (g = 980.6199 gals.).
 GZ0557
 GZ0557.The modeled gravity was interpolated from observed gravity values.
 GZ0557
 GZ0557;                    North         East    Units  Estimated Accuracy
 GZ0557;SPC KY1Z     - 1,077,150.    1,642,260.      MT  (+/- 180 meters Scaled)
 GZ0557
 GZ0557                          SUPERSEDED SURVEY CONTROL
 GZ0557
 GZ0557  NGVD 29 (??/??/92)  374.040  (m)         1227.16   (f) ADJ UNCH    2 0
 GZ0557
 GZ0557.Superseded values are not recommended for survey control.
 GZ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0557.See file dsdata.txt to determine how the superseded data were derived.
 GZ0557
 GZ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG534006(NAD 83)
 GZ0557_MARKER: DB = BENCH MARK DISK
 GZ0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0557_STAMPING: L 202 1950 1227.163
 GZ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0557+STABILITY: SURFACE MOTION
 GZ0557
 GZ0557  HISTORY     - Date     Condition        Report By
 GZ0557  HISTORY     - 1950     MONUMENTED       CGS
 GZ0557  HISTORY     - 1958     GOOD             NGS
 GZ0557
 GZ0557                          STATION DESCRIPTION
 GZ0557
 GZ0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0557'1.2 MI NE FROM KEAVY.
 GZ0557'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 363 FROM THE POST
 GZ0557'OFFICE AT KEAVY, ABOUT 0.2 MILE NORTHEAST OF LOCUST GROVE CHURCH
 GZ0557'OF CHRIST AND JUNCTION OF A ROAD LEADING NORTHWEST, ABOUT 0.4
 GZ0557'MILE NORTHEAST OF A LARGE CEMETERY, AT A GROUP OF FARM BUILDINGS,
 GZ0557'38 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12 1/2
 GZ0557'FEET NORTHEAST OF THE EAST CORNER OF A GARAGE, 28 FEET NORTH OF
 GZ0557'THE NORTHEAST END OF A 10-INCH PIPE CULVERT UNDER DRIVE TO FARM
 GZ0557'BUILDINGS, 1 FOOT SOUTHEAST OF A FENCE LINE, ABOUT LEVEL WITH THE
 GZ0557'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GZ0557'INCHES.
 GZ0557
 GZ0557                          STATION RECOVERY (1958)
 GZ0557
 GZ0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2791 ***********************************************************************
 GY2791  DESIGNATION -  L 203
 GY2791  PID         -  GY2791
 GY2791  STATE/COUNTY-  KY/LAUREL
 GY2791  USGS QUAD   -  BLACKWATER (1979)
 GY2791
 GY2791                         *CURRENT SURVEY CONTROL
 GY2791  ___________________________________________________________________
 GY2791* NAD 83(1986)-  37 02 05.     (N)    083 59 08.     (W)     SCALED    
 GY2791* NAVD 88     -       345.924  (meters)    1134.92   (feet)  ADJUSTED  
 GY2791  ___________________________________________________________________
 GY2791  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 GY2791  DYNAMIC HT  -         345.643 (meters)    1134.00  (feet)  COMP
 GY2791  MODELED GRAV-     979,810.3   (mgal)                       NAVD 88
 GY2791
 GY2791  VERT ORDER  -  SECOND    CLASS 0
 GY2791
 GY2791.The horizontal coordinates were scaled from a topographic map and have
 GY2791.an estimated accuracy of +/- 6 seconds.
 GY2791
 GY2791.The orthometric height was determined by differential leveling
 GY2791.and adjusted by the National Geodetic Survey in June 1991..
 GY2791
 GY2791.The geoid height was determined by GEOID03.
 GY2791
 GY2791.The dynamic height is computed by dividing the NAVD 88
 GY2791.geopotential number by the normal gravity value computed on the
 GY2791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2791.degrees latitude (g = 980.6199 gals.).
 GY2791
 GY2791.The modeled gravity was interpolated from observed gravity values.
 GY2791
 GY2791;                    North         East    Units  Estimated Accuracy
 GY2791;SPC KY1Z     - 1,079,330.    1,656,980.      MT  (+/- 180 meters Scaled)
 GY2791
 GY2791                          SUPERSEDED SURVEY CONTROL
 GY2791
 GY2791  NGVD 29 (??/??/92)  346.076  (m)         1135.42   (f) ADJ UNCH    2 0
 GY2791
 GY2791.Superseded values are not recommended for survey control.
 GY2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2791.See file dsdata.txt to determine how the superseded data were derived.
 GY2791
 GY2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB344028(NAD 83)
 GY2791_MARKER: DB = BENCH MARK DISK
 GY2791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2791_STAMPING: L 203 1950 1135.418
 GY2791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2791+STABILITY: SURFACE MOTION
 GY2791
 GY2791  HISTORY     - Date     Condition        Report By
 GY2791  HISTORY     - 1950     MONUMENTED       CGS
 GY2791  HISTORY     - 1957     GOOD             NGS
 GY2791
 GY2791                          STATION DESCRIPTION
 GY2791
 GY2791'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2791'5.4 MI SE FROM FARISTON.
 GY2791'ABOUT 1.55 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE
 GY2791'LOUISVILLE AND NASHVILLE RAILROAD STATION AT FARISTON, THENCE
 GY2791'ABOUT 3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 229, ABOUT 0.6
 GY2791'MILE EAST OF CAMP GROUND SCHOOL AND CHURCH, SET IN THE TOP
 GY2791'OF THE EAST END OF THE NORTH HEAD WALL OF A 12-FOOT CONCRETE
 GY2791'BRIDGE OVER A SMALL CREEK, 25 FEET NORTH OF THE CENTER LINE
 GY2791'OF THE HIGHWAY AND ABOUT 10 FEET BELOW THE HIGHWAY.
 GY2791
 GY2791                          STATION RECOVERY (1957)
 GY2791
 GY2791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0249 ***********************************************************************
 GB0249  DESIGNATION -  L 204
 GB0249  PID         -  GB0249
 GB0249  STATE/COUNTY-  KY/KNOX
 GB0249  USGS QUAD   -  CORBIN (1978)
 GB0249
 GB0249                         *CURRENT SURVEY CONTROL
 GB0249  ___________________________________________________________________
 GB0249* NAD 83(1986)-  36 56 33.     (N)    084 02 53.     (W)     SCALED    
 GB0249* NAVD 88     -       337.561  (meters)    1107.48   (feet)  ADJUSTED  
 GB0249  ___________________________________________________________________
 GB0249  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 GB0249  DYNAMIC HT  -         337.284 (meters)    1106.57  (feet)  COMP
 GB0249  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 GB0249
 GB0249  VERT ORDER  -  SECOND    CLASS 0
 GB0249
 GB0249.The horizontal coordinates were scaled from a topographic map and have
 GB0249.an estimated accuracy of +/- 6 seconds.
 GB0249
 GB0249.The orthometric height was determined by differential leveling
 GB0249.and adjusted by the National Geodetic Survey in June 1991..
 GB0249
 GB0249.The geoid height was determined by GEOID03.
 GB0249
 GB0249.The dynamic height is computed by dividing the NAVD 88
 GB0249.geopotential number by the normal gravity value computed on the
 GB0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0249.degrees latitude (g = 980.6199 gals.).
 GB0249
 GB0249.The modeled gravity was interpolated from observed gravity values.
 GB0249
 GB0249;                    North         East    Units  Estimated Accuracy
 GB0249;SPC KY1Z     - 1,068,990.    1,651,600.      MT  (+/- 180 meters Scaled)
 GB0249
 GB0249                          SUPERSEDED SURVEY CONTROL
 GB0249
 GB0249  NGVD 29 (??/??/92)  337.718  (m)         1108.00   (f) ADJ UNCH    2 0
 GB0249
 GB0249.Superseded values are not recommended for survey control.
 GB0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0249.See file dsdata.txt to determine how the superseded data were derived.
 GB0249
 GB0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF628925(NAD 83)
 GB0249_MARKER: DB = BENCH MARK DISK
 GB0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0249_STAMPING: L 204 1950 1107.996
 GB0249_MARK LOGO: CGS   
 GB0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0249+STABILITY: SURFACE MOTION
 GB0249
 GB0249  HISTORY     - Date     Condition        Report By
 GB0249  HISTORY     - 1950     MONUMENTED       CGS
 GB0249  HISTORY     - 1957     POOR             NGS
 GB0249  HISTORY     - 1981     GOOD             LOCSUR
 GB0249  HISTORY     - 19930801 GOOD             KYDT
 GB0249
 GB0249                          STATION DESCRIPTION
 GB0249
 GB0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0249'2.5 MI W FROM GRAYS.
 GB0249'ABOUT 2.5 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0249'FROM THE STATION AT GRAYS, SET BETWEEN THE RAILROAD AND U.S. HIGHWAY
 GB0249'25E, AT A DIM ROAD CROSSING RAILROAD, ACROSS HIGHWAY FROM CORBIN
 GB0249'GOLF COURSE, 35 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 GB0249'33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 201 FEET NORTHEAST
 GB0249'AND ACROSS TRACK FROM MILE POST 175, 91 FEET WEST OF THE CENTER
 GB0249'LINE OF DIM ROAD, 5 FEET SOUTH OF A POWER POLE, 3 FEET ABOVE THE
 GB0249'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB0249'NOTE-- MARK IS ABOUT 2.85 MILES EAST ALONG THE LOUISVILLE AND
 GB0249'NASHVILLE RAILROAD FROM THE STATION AT CORBIN, WHITLEY COUNTY.
 GB0249
 GB0249                          STATION RECOVERY (1957)
 GB0249
 GB0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0249'MARK RECOVERED IN POOR CONDITION.
 GB0249
 GB0249                          STATION RECOVERY (1981)
 GB0249
 GB0249'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 GB0249'REVISE DESC. OLD U.S 25 E IS NOW KY 1232, S 4 E 5.6' FROM PP, 27.1'
 GB0249'FROM CENTER OF SIGNAL TOWER, N 4 W 2' FROM WITNESS POST, N 44 W 78.6'
 GB0249'FROM RR CROSS BUCK ON NORTH SIDE OF TRACKS AT CROSSING, BURIED ABOUT
 GB0249'6'.
 GB0249
 GB0249                          STATION RECOVERY (1993)
 GB0249
 GB0249'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0249'ABOUT 2.85 MILE (4.59 KM) EAST ALONG THE LOUISVILLE AND NASHVILLE
 GB0249'RAILROAD FROM THE L AND N OFFICE (FORMERLY DISPATCHERS OFFICE) IN
 GB0249'CORBIN, SET BETWEEN THE RAILROAD AND OLD US 25E, AT A ROAD CROSSING,
 GB0249'ACROSS OLD US 25E FROM A GOLF COURSE, 35 FEET (10.7 M) NORTH OF NORTH
 GB0249'RAIL, 34 FEET (10.4 M) SOUTH OF CENTERLINE OF OLD US 25E, 201 FEET
 GB0249'(61.3 M) NORTHEAST AND ACROSS TRACK FROM MILEPOST 175, 91 FEET (27.7
 GB0249'M) WEST OF CENTERLINE OF ROAD CROSSING, 5 FEET (1.5 M) SOUTH OF A
 GB0249'POWER POLE, 3 FEET (0.9 M) ABOVE THE TRACK, 2 FEET (0.6 M) NORTHWEST
 GB0249'OF A METAL WITNESS POST AND SIGN AND SET IN THE TOP OF A CONCRETE POST
 GB0249'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0348 ***********************************************************************
 GB0348  DESIGNATION -  L 205
 GB0348  PID         -  GB0348
 GB0348  STATE/COUNTY-  KY/MCCREARY
 GB0348  USGS QUAD   -  WIBORG (1981)
 GB0348
 GB0348                         *CURRENT SURVEY CONTROL
 GB0348  ___________________________________________________________________
 GB0348* NAD 83(1986)-  36 51 24.     (N)    084 24 26.     (W)     SCALED    
 GB0348* NAVD 88     -       378.892  (meters)    1243.08   (feet)  ADJUSTED  
 GB0348  ___________________________________________________________________
 GB0348  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GB0348  DYNAMIC HT  -         378.595 (meters)    1242.11  (feet)  COMP
 GB0348  MODELED GRAV-     979,835.2   (mgal)                       NAVD 88
 GB0348
 GB0348  VERT ORDER  -  SECOND    CLASS 0
 GB0348
 GB0348.The horizontal coordinates were scaled from a topographic map and have
 GB0348.an estimated accuracy of +/- 6 seconds.
 GB0348
 GB0348.The orthometric height was determined by differential leveling
 GB0348.and adjusted by the National Geodetic Survey in June 1991..
 GB0348
 GB0348.The geoid height was determined by GEOID03.
 GB0348
 GB0348.The dynamic height is computed by dividing the NAVD 88
 GB0348.geopotential number by the normal gravity value computed on the
 GB0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0348.degrees latitude (g = 980.6199 gals.).
 GB0348
 GB0348.The modeled gravity was interpolated from observed gravity values.
 GB0348
 GB0348;                    North         East    Units  Estimated Accuracy
 GB0348;SPC KY1Z     - 1,058,950.    1,619,750.      MT  (+/- 180 meters Scaled)
 GB0348
 GB0348                          SUPERSEDED SURVEY CONTROL
 GB0348
 GB0348  NGVD 29 (??/??/92)  379.046  (m)         1243.59   (f) ADJ UNCH    2 0
 GB0348
 GB0348.Superseded values are not recommended for survey control.
 GB0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0348.See file dsdata.txt to determine how the superseded data were derived.
 GB0348
 GB0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF311821(NAD 83)
 GB0348_MARKER: DB = BENCH MARK DISK
 GB0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0348_STAMPING: L 205 1950 1243.587
 GB0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0348+STABILITY: SURFACE MOTION
 GB0348
 GB0348  HISTORY     - Date     Condition        Report By
 GB0348  HISTORY     - 1950     MONUMENTED       CGS
 GB0348  HISTORY     - 1957     POOR             NGS
 GB0348
 GB0348                          STATION DESCRIPTION
 GB0348
 GB0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0348'5.6 MI W FROM CUMBERLAND FALLS.
 GB0348'ABOUT 5.65 MILES WEST ALONG STATE HIGHWAY 90 FROM THE WEST FERRY
 GB0348'LANDING ON CUMBERLAND RIVER AT CUMBERLAND FALLS, ABOUT 0.7 MILE
 GB0348'NORTHWEST OF THE JUNCTION OF A DRIVE TO EAGLE SCHOOL, ABOUT
 GB0348'1.05 MILES EAST OF THE JUNCTION OF A BLACK TOP ROAD NORTH, SET
 GB0348'ON THE OUTSIDE OF A CURVE WITH TANGENTS EAST AND NORTHWEST
 GB0348'AND AT THE JUNCTION OF A DRIVE SOUTHWEST TO A 1-STORY FARM HOUSE,
 GB0348'46 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 GB0348'NORTHWEST OF THE CENTER LINE OF THE DRIVE, 103 FEET NORTHWEST
 GB0348'OF THE SOUTWEST END OF A 24-INCH PIPE CULVERT WITH HEAD WALLS,
 GB0348'8 1/2 FEET NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A
 GB0348'POWER POLE, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP
 GB0348'OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- MARK IS ABOUT
 GB0348'5.85 MILES EAST ALONG STATE HIGHWAY 90 FROM THE JUNCTION OF
 GB0348'U.S. HIGHWAY 27 AT PARKERS LAKE.
 GB0348
 GB0348                          STATION RECOVERY (1957)
 GB0348
 GB0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0348'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2944 ***********************************************************************
 GA2944  DESIGNATION -  L 206
 GA2944  PID         -  GA2944
 GA2944  STATE/COUNTY-  KY/WHITLEY
 GA2944  USGS QUAD   -  FRAKES (1952)
 GA2944
 GA2944                         *CURRENT SURVEY CONTROL
 GA2944  ___________________________________________________________________
 GA2944* NAD 83(1986)-  36 41 40.     (N)    083 57 37.     (W)     SCALED    
 GA2944* NAVD 88     -       298.153  (meters)     978.19   (feet)  ADJUSTED  
 GA2944  ___________________________________________________________________
 GA2944  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GA2944  DYNAMIC HT  -         297.896 (meters)     977.35  (feet)  COMP
 GA2944  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 GA2944
 GA2944  VERT ORDER  -  SECOND    CLASS 0
 GA2944
 GA2944.The horizontal coordinates were scaled from a topographic map and have
 GA2944.an estimated accuracy of +/- 6 seconds.
 GA2944
 GA2944.The orthometric height was determined by differential leveling
 GA2944.and adjusted by the National Geodetic Survey in June 1991..
 GA2944
 GA2944.The geoid height was determined by GEOID03.
 GA2944
 GA2944.The dynamic height is computed by dividing the NAVD 88
 GA2944.geopotential number by the normal gravity value computed on the
 GA2944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2944.degrees latitude (g = 980.6199 gals.).
 GA2944
 GA2944.The modeled gravity was interpolated from observed gravity values.
 GA2944
 GA2944;                    North         East    Units  Estimated Accuracy
 GA2944;SPC KY1Z     - 1,041,610.    1,659,950.      MT  (+/- 180 meters Scaled)
 GA2944
 GA2944                          SUPERSEDED SURVEY CONTROL
 GA2944
 GA2944  NGVD 29 (??/??/92)  298.299  (m)          978.67   (f) ADJ UNCH    2 0
 GA2944
 GA2944.Superseded values are not recommended for survey control.
 GA2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2944.See file dsdata.txt to determine how the superseded data were derived.
 GA2944
 GA2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA355650(NAD 83)
 GA2944_MARKER: DB = BENCH MARK DISK
 GA2944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2944_SP_SET: BRIDGE
 GA2944_STAMPING: L 206 1950 978.669
 GA2944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA2944+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2002
 GA2944
 GA2944  HISTORY     - Date     Condition        Report By
 GA2944  HISTORY     - 1950     MONUMENTED       CGS
 GA2944  HISTORY     - 1957     GOOD             NGS
 GA2944  HISTORY     - 20020408 GOOD             INDIV
 GA2944
 GA2944                          STATION DESCRIPTION
 GA2944
 GA2944'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2944'0.2 MI NW FROM SILER.
 GA2944'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 GA2944'AT SILER, ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION OF A GRAVEL
 GA2944'ROAD WEST, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 GA2944'ABUTMENT OF A 36-FOOT CONCRETE BRIDGE OVER HARPS FORK, 15 FEET
 GA2944'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET SOUTHWEST
 GA2944'OF CONCRETE BANISTER AND ABOUT LEVEL WITH BRIDGE FLOOR.
 GA2944
 GA2944                          STATION RECOVERY (1957)
 GA2944
 GA2944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2944'RECOVERED IN GOOD CONDITION.
 GA2944
 GA2944                          STATION RECOVERY (2002)
 GA2944
 GA2944'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DAA)
 GA2944'THE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.  A POINT WAS OFFSET
 GA2944'FOR A GPS OBSERVATION.  BECAUSE OF THE LOCATION IN THE STRUCTURE, IT
 GA2944'WAS NOT POSSIBLE TO POSITION A GPS RECEIVER OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2933 ***********************************************************************
 GA2933  DESIGNATION -  L 207
 GA2933  PID         -  GA2933
 GA2933  STATE/COUNTY-  KY/KNOX
 GA2933  USGS QUAD   -  KAYJAY (1983)
 GA2933
 GA2933                         *CURRENT SURVEY CONTROL
 GA2933  ___________________________________________________________________
 GA2933* NAD 83(1986)-  36 44 41.     (N)    083 50 41.     (W)     SCALED    
 GA2933* NAVD 88     -       321.472  (meters)    1054.70   (feet)  ADJUSTED  
 GA2933  ___________________________________________________________________
 GA2933  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GA2933  DYNAMIC HT  -         321.199 (meters)    1053.80  (feet)  COMP
 GA2933  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 GA2933
 GA2933  VERT ORDER  -  SECOND    CLASS 0
 GA2933
 GA2933.The horizontal coordinates were scaled from a topographic map and have
 GA2933.an estimated accuracy of +/- 6 seconds.
 GA2933
 GA2933.The orthometric height was determined by differential leveling
 GA2933.and adjusted by the National Geodetic Survey in June 1991..
 GA2933
 GA2933.The geoid height was determined by GEOID03.
 GA2933
 GA2933.The dynamic height is computed by dividing the NAVD 88
 GA2933.geopotential number by the normal gravity value computed on the
 GA2933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2933.degrees latitude (g = 980.6199 gals.).
 GA2933
 GA2933.The modeled gravity was interpolated from observed gravity values.
 GA2933
 GA2933;                    North         East    Units  Estimated Accuracy
 GA2933;SPC KY1Z     - 1,047,400.    1,670,160.      MT  (+/- 180 meters Scaled)
 GA2933
 GA2933                          SUPERSEDED SURVEY CONTROL
 GA2933
 GA2933  NGVD 29 (??/??/92)  321.624  (m)         1055.19   (f) ADJ UNCH    2 0
 GA2933
 GA2933.Superseded values are not recommended for survey control.
 GA2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2933.See file dsdata.txt to determine how the superseded data were derived.
 GA2933
 GA2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA460703(NAD 83)
 GA2933_MARKER: DB = BENCH MARK DISK
 GA2933_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2933_SP_SET: CULVERT
 GA2933_STAMPING: L 207 1950 1055.195
 GA2933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2933+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2933
 GA2933  HISTORY     - Date     Condition        Report By
 GA2933  HISTORY     - 1950     MONUMENTED       CGS
 GA2933  HISTORY     - 1957     GOOD             NGS
 GA2933  HISTORY     - 20020806 GOOD             KYDT
 GA2933
 GA2933                          STATION DESCRIPTION
 GA2933
 GA2933'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2933'AT KAYJAY.
 GA2933'AT KAYJAY, ABOUT 0.1 MILE NORTHEAST ALONG STATE HIGHWAY 225 FROM
 GA2933'THE SCHOOL, ABOUT 0.25 MILE NORTHEAST OF THE ROAD JUNCTION AND
 GA2933'POST OFFICE, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GA2933'HEAD WALL OF AN 8-FOOT CONCRETE CULVERT FOR A CREEK BRANCH, 20
 GA2933'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 5
 GA2933'FEET BELOW THE HIGHWAY.
 GA2933
 GA2933                          STATION RECOVERY (1957)
 GA2933
 GA2933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2933'RECOVERED IN GOOD CONDITION.
 GA2933
 GA2933                          STATION RECOVERY (2002)
 GA2933
 GA2933'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2900 ***********************************************************************
 GA2900  DESIGNATION -  L 208 RESET 1970
 GA2900  PID         -  GA2900
 GA2900  STATE/COUNTY-  KY/KNOX
 GA2900  USGS QUAD   -  HEIDRICK (1974)
 GA2900
 GA2900                         *CURRENT SURVEY CONTROL
 GA2900  ___________________________________________________________________
 GA2900* NAD 83(1986)-  36 52 40.     (N)    083 54 24.     (W)     SCALED    
 GA2900* NAVD 88     -       293.63   (meters)     963.4    (feet)  RESET     
 GA2900  ___________________________________________________________________
 GA2900  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GA2900
 GA2900  VERT ORDER  -  THIRD
 GA2900
 GA2900.The horizontal coordinates were scaled from a topographic map and have
 GA2900.an estimated accuracy of +/- 6 seconds.
 GA2900
 GA2900.The orthometric height was computed from unverified reset data.
 GA2900.No vertical observational check was made to the station.
 GA2900
 GA2900.The geoid height was determined by GEOID03.
 GA2900
 GA2900;                    North         East    Units  Estimated Accuracy
 GA2900;SPC KY1Z     - 1,062,050.    1,664,340.      MT  (+/- 180 meters Scaled)
 GA2900
 GA2900                          SUPERSEDED SURVEY CONTROL
 GA2900
 GA2900  NGVD 29 (??/??/92)  963.873  (m)         3162.31   (f) ADJ UNCH    ?  
 GA2900
 GA2900.Superseded values are not recommended for survey control.
 GA2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2900.See file dsdata.txt to determine how the superseded data were derived.
 GA2900
 GA2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA409852(NAD 83)
 GA2900_MARKER: DD = SURVEY DISK
 GA2900_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2900_SP_SET: CULVERT
 GA2900_STAMPING: L 208 RESET 1970
 GA2900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2900+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2900
 GA2900  HISTORY     - Date     Condition        Report By
 GA2900  HISTORY     - 1970     MONUMENTED       KYHD
 GA2900  HISTORY     - 1970     GOOD             NGS
 GA2900  HISTORY     - 20020806 GOOD             KYDT
 GA2900
 GA2900                          STATION DESCRIPTION
 GA2900
 GA2900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GA2900'1.3 MI NW FROM BARBOURVILLE.
 GA2900'ABOUT 1.05 MILES NORTHWESTERLY AND WEST ALONG STATE ROUTE 6
 GA2900'FROM THE KNOX COUNTY COURTHOUSE IN BARBOURVILLE TO A NEW CONCRETE
 GA2900'BRIDGE OVER RICHLAND CREEK, THENCE WEST ON STATE ROUTE 6 FOR 0.15
 GA2900'OF A MILE TO A CONCRETE HEADWALL ON THE RIGHT AND THE MARK AS
 GA2900'DESCRIBED.  THIS POINT IS ABOUT 0.5 OF A MILE EAST-SOUTHEAST OF
 GA2900'THE SMOKEY CREEK, PLEASANT VIEW BAPTIST CHURCH.  THE MARK IS ABOUT
 GA2900'650 FEET WEST-NORTHWEST OF THE NORTHWEST END OF THE CONCRETE
 GA2900'BRIDGE SPANNING RICHLAND CREEK, 300 FEET EAST OF A GRAVELED T
 GA2900'ROAD LEADING NORTH, 193 FEET EAST-SOUTHEAST OF A GUYED UTILITY
 GA2900'POLE, 136 FEET WEST OF A UTILITY POLE, 55 FEET NORTH-NORTHEAST
 GA2900'OF THE APPROXIMATE CENTER OF STATE ROUTE 6, AND NEAR THE CENTER
 GA2900'OF THE TOP OF THE CONCRETE HEADWALL FOR A LARGE CONCRETE CULVERT.
 GA2900'A STANDARD DISK SET IN THE TOP OF THE CONCRETE HEADWALL AND THE
 GA2900'DISK IS STAMPED L 208 RESET 1970.  AN ELEVATION WAS TRANSFERRED
 GA2900'TO THIS MARK BY THE KENTUCKY DEPARTMENT OF HIGHWAYS ENGINEERS,
 GA2900'FROM A BM 1-A FORMERLY SET BY THEM.
 GA2900
 GA2900                          STATION RECOVERY (2002)
 GA2900
 GA2900'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2823 ***********************************************************************
 GA2823  DESIGNATION -  L 209
 GA2823  PID         -  GA2823
 GA2823  STATE/COUNTY-  KY/BELL
 GA2823  USGS QUAD   -  FRAKES (1952)
 GA2823
 GA2823                         *CURRENT SURVEY CONTROL
 GA2823  ___________________________________________________________________
 GA2823* NAD 83(1986)-  36 39 20.     (N)    083 52 37.     (W)     SCALED    
 GA2823* NAVD 88     -       588.268  (meters)    1930.01   (feet)  ADJUSTED  
 GA2823  ___________________________________________________________________
 GA2823  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GA2823  DYNAMIC HT  -         587.744 (meters)    1928.29  (feet)  COMP
 GA2823  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 GA2823
 GA2823  VERT ORDER  -  SECOND    CLASS 0
 GA2823
 GA2823.The horizontal coordinates were scaled from a topographic map and have
 GA2823.an estimated accuracy of +/- 6 seconds.
 GA2823
 GA2823.The orthometric height was determined by differential leveling
 GA2823.and adjusted by the National Geodetic Survey in June 1991..
 GA2823
 GA2823.The geoid height was determined by GEOID03.
 GA2823
 GA2823.The dynamic height is computed by dividing the NAVD 88
 GA2823.geopotential number by the normal gravity value computed on the
 GA2823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2823.degrees latitude (g = 980.6199 gals.).
 GA2823
 GA2823.The modeled gravity was interpolated from observed gravity values.
 GA2823
 GA2823;                    North         East    Units  Estimated Accuracy
 GA2823;SPC KY1Z     - 1,037,440.    1,667,480.      MT  (+/- 180 meters Scaled)
 GA2823
 GA2823                          SUPERSEDED SURVEY CONTROL
 GA2823
 GA2823  NGVD 29 (??/??/92)  588.393  (m)         1930.42   (f) ADJ UNCH    2 0
 GA2823
 GA2823.Superseded values are not recommended for survey control.
 GA2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2823.See file dsdata.txt to determine how the superseded data were derived.
 GA2823
 GA2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA428605(NAD 83)
 GA2823_MARKER: DB = BENCH MARK DISK
 GA2823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2823_STAMPING: L 209 1951 1930.419
 GA2823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2823+STABILITY: SURFACE MOTION
 GA2823
 GA2823  HISTORY     - Date     Condition        Report By
 GA2823  HISTORY     - 1951     MONUMENTED       CGS
 GA2823  HISTORY     - 1957     GOOD             NGS
 GA2823
 GA2823                          STATION DESCRIPTION
 GA2823
 GA2823'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2823'3.6 MI E FROM FRAKES.
 GA2823'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 190 FROM THE POST OFFICE
 GA2823'AT FRAKES, THENCE ABOUT 1.15 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 GA2823'ABOUT 0.65 MILE NORTHWEST OF NEW VINE BAPTIST CHURCH AT LAUREL
 GA2823'FORK, ABOUT 0.1 MILE SOUTHEAST OF TWO SMALL FARM HOUSES, ABOUT
 GA2823'80 YARDS NORTHWEST OF THE TOP OF A GRADE, 17 FEET NORTHEAST OF
 GA2823'THE CENTER LINE OF THE ROAD, 3 FEET SOUTHWEST OF A WIRE FENCE, 15
 GA2823'FEET SOUTHEAST OF A LARGE BOULDER IN ROAD BANK, 7 FEET SOUTHWEST
 GA2823'OF A 20-INCH HICKORY TREE NEAR A FENCE LINE, 2 FEET NORTHWEST OF
 GA2823'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET
 GA2823'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GA2823
 GA2823                          STATION RECOVERY (1957)
 GA2823
 GA2823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3002 ***********************************************************************
 GA3002  DESIGNATION -  L 210
 GA3002  PID         -  GA3002
 GA3002  STATE/COUNTY-  KY/BELL
 GA3002  USGS QUAD   -  FRAKES (1952)
 GA3002
 GA3002                         *CURRENT SURVEY CONTROL
 GA3002  ___________________________________________________________________
 GA3002* NAD 83(1986)-  36 37 53.     (N)    083 56 25.     (W)     SCALED    
 GA3002* NAVD 88     -       419.216  (meters)    1375.38   (feet)  ADJUSTED  
 GA3002  ___________________________________________________________________
 GA3002  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GA3002  DYNAMIC HT  -         418.848 (meters)    1374.17  (feet)  COMP
 GA3002  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 GA3002
 GA3002  VERT ORDER  -  SECOND    CLASS 0
 GA3002
 GA3002.The horizontal coordinates were scaled from a topographic map and have
 GA3002.an estimated accuracy of +/- 6 seconds.
 GA3002
 GA3002.The orthometric height was determined by differential leveling
 GA3002.and adjusted by the National Geodetic Survey in June 1991..
 GA3002
 GA3002.The geoid height was determined by GEOID03.
 GA3002
 GA3002.The dynamic height is computed by dividing the NAVD 88
 GA3002.geopotential number by the normal gravity value computed on the
 GA3002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3002.degrees latitude (g = 980.6199 gals.).
 GA3002
 GA3002.The modeled gravity was interpolated from observed gravity values.
 GA3002
 GA3002;                    North         East    Units  Estimated Accuracy
 GA3002;SPC KY1Z     - 1,034,650.    1,661,870.      MT  (+/- 180 meters Scaled)
 GA3002
 GA3002                          SUPERSEDED SURVEY CONTROL
 GA3002
 GA3002  NGVD 29 (??/??/92)  419.349  (m)         1375.81   (f) ADJ UNCH    2 0
 GA3002
 GA3002.Superseded values are not recommended for survey control.
 GA3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3002.See file dsdata.txt to determine how the superseded data were derived.
 GA3002
 GA3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA370580(NAD 83)
 GA3002_MARKER: DB = BENCH MARK DISK
 GA3002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA3002_SP_SET: BRIDGE
 GA3002_STAMPING: L 210 1951 1375.814
 GA3002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3002
 GA3002  HISTORY     - Date     Condition        Report By
 GA3002  HISTORY     - 1951     MONUMENTED       CGS
 GA3002  HISTORY     - 1957     GOOD             NGS
 GA3002
 GA3002                          STATION DESCRIPTION
 GA3002
 GA3002'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA3002'1.3 MI SW FROM FRAKES.
 GA3002'1.3 MILES SOUTHWEST ALONG STATE HIGHWAYS 190 AND 204 FROM THE
 GA3002'POST OFFICE AT FRAKES, ABOUT 1.1 MILES SOUTHWEST OF HENDERSON
 GA3002'SETTLEMENT MISSIONARY SCHOOL, ABOUT 0.95 MILE NORTH OF A CHURCH
 GA3002'AND CEMETERY AND JUNCTION OF A ROAD NORTHEAST, SET IN THE TOP OF
 GA3002'THE NORTH END OF THE EAST HEAD WALL OF A 40-FOOT CONCRETE BRIDGE
 GA3002'OVER LAUREL FORK, 12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 GA3002'AND ABOUT LEVEL WITH THE HIGHWAY.
 GA3002
 GA3002                          STATION RECOVERY (1957)
 GA3002
 GA3002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA3002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0941 ***********************************************************************
 GZ0941  DESIGNATION -  L 211
 GZ0941  PID         -  GZ0941
 GZ0941  STATE/COUNTY-  KY/CASEY
 GZ0941  USGS QUAD   -  LIBERTY (1979)
 GZ0941
 GZ0941                         *CURRENT SURVEY CONTROL
 GZ0941  ___________________________________________________________________
 GZ0941* NAD 83(1986)-  37 21 03.     (N)    084 56 45.     (W)     SCALED    
 GZ0941* NAVD 88     -       255.576  (meters)     838.50   (feet)  ADJUSTED  
 GZ0941  ___________________________________________________________________
 GZ0941  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GZ0941  DYNAMIC HT  -         255.373 (meters)     837.84  (feet)  COMP
 GZ0941  MODELED GRAV-     979,831.5   (mgal)                       NAVD 88
 GZ0941
 GZ0941  VERT ORDER  -  SECOND    CLASS 0
 GZ0941
 GZ0941.The horizontal coordinates were scaled from a topographic map and have
 GZ0941.an estimated accuracy of +/- 6 seconds.
 GZ0941
 GZ0941.The orthometric height was determined by differential leveling
 GZ0941.and adjusted by the National Geodetic Survey in June 1991..
 GZ0941
 GZ0941.The geoid height was determined by GEOID03.
 GZ0941
 GZ0941.The dynamic height is computed by dividing the NAVD 88
 GZ0941.geopotential number by the normal gravity value computed on the
 GZ0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0941.degrees latitude (g = 980.6199 gals.).
 GZ0941
 GZ0941.The modeled gravity was interpolated from observed gravity values.
 GZ0941
 GZ0941;                    North         East    Units  Estimated Accuracy
 GZ0941;SPC KY1Z     - 1,113,230.    1,571,250.      MT  (+/- 180 meters Scaled)
 GZ0941
 GZ0941                          SUPERSEDED SURVEY CONTROL
 GZ0941
 GZ0941  NGVD 29 (??/??/92)  255.715  (m)          838.96   (f) ADJ UNCH    2 0
 GZ0941
 GZ0941.Superseded values are not recommended for survey control.
 GZ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0941.See file dsdata.txt to determine how the superseded data were derived.
 GZ0941
 GZ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG819357(NAD 83)
 GZ0941_MARKER: DB = BENCH MARK DISK
 GZ0941_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0941_SP_SET: BRIDGE
 GZ0941_STAMPING: L 211 1951 838.958
 GZ0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0941
 GZ0941  HISTORY     - Date     Condition        Report By
 GZ0941  HISTORY     - 1951     MONUMENTED       CGS
 GZ0941  HISTORY     - 1958     GOOD             NGS
 GZ0941
 GZ0941                          STATION DESCRIPTION
 GZ0941
 GZ0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0941'2.6 MI NW FROM LIBERTY.
 GZ0941'ABOUT 2.65 MILES NORTHWEST ALONG STATE HIGHWAY 49 FROM THE COURT
 GZ0941'HOUSE AT LIBERTY, ABOUT 0.2 MILE WEST OF THE JUNCTION OF A GRAVEL
 GZ0941'ROAD NORTH, SET IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT
 GZ0941'OF A 150-FOOT CONCRETE BRIDGE OVER BRUSH CREEK, 12 FEET NORTH OF
 GZ0941'THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF CONCRETE BANISTER
 GZ0941'AND ABOUT LEVEL WITH BRIDGE.
 GZ0941
 GZ0941                          STATION RECOVERY (1958)
 GZ0941
 GZ0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1413 ***********************************************************************
 GZ1413  DESIGNATION -  L 212
 GZ1413  PID         -  GZ1413
 GZ1413  STATE/COUNTY-  KY/MARION
 GZ1413  USGS QUAD   -  LEBANON EAST (1994)
 GZ1413
 GZ1413                         *CURRENT SURVEY CONTROL
 GZ1413  ___________________________________________________________________
 GZ1413* NAD 83(1986)-  37 33 21.     (N)    085 14 36.     (W)     SCALED    
 GZ1413* NAVD 88     -       241.920  (meters)     793.70   (feet)  ADJUSTED  
 GZ1413  ___________________________________________________________________
 GZ1413  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GZ1413  DYNAMIC HT  -         241.729 (meters)     793.07  (feet)  COMP
 GZ1413  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 GZ1413
 GZ1413  VERT ORDER  -  SECOND    CLASS 0
 GZ1413
 GZ1413.The horizontal coordinates were scaled from a topographic map and have
 GZ1413.an estimated accuracy of +/- 6 seconds.
 GZ1413
 GZ1413.The orthometric height was determined by differential leveling
 GZ1413.and adjusted by the National Geodetic Survey in June 1991..
 GZ1413
 GZ1413.The geoid height was determined by GEOID03.
 GZ1413
 GZ1413.The dynamic height is computed by dividing the NAVD 88
 GZ1413.geopotential number by the normal gravity value computed on the
 GZ1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1413.degrees latitude (g = 980.6199 gals.).
 GZ1413
 GZ1413.The modeled gravity was interpolated from observed gravity values.
 GZ1413
 GZ1413;                    North         East    Units  Estimated Accuracy
 GZ1413;SPC KY1Z     - 1,135,800.    1,544,770.      MT  (+/- 180 meters Scaled)
 GZ1413
 GZ1413                          SUPERSEDED SURVEY CONTROL
 GZ1413
 GZ1413  NGVD 29 (??/??/92)  242.056  (m)          794.15   (f) ADJ UNCH    2 0
 GZ1413
 GZ1413.Superseded values are not recommended for survey control.
 GZ1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1413.See file dsdata.txt to determine how the superseded data were derived.
 GZ1413
 GZ1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG551579(NAD 83)
 GZ1413_MARKER: DB = BENCH MARK DISK
 GZ1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1413_STAMPING: L 212 1951 794.145
 GZ1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1413+STABILITY: SURFACE MOTION
 GZ1413
 GZ1413  HISTORY     - Date     Condition        Report By
 GZ1413  HISTORY     - 1951     MONUMENTED       CGS
 GZ1413  HISTORY     - 1958     GOOD             NGS
 GZ1413  HISTORY     - 1983     GOOD             KYDT
 GZ1413
 GZ1413                          STATION DESCRIPTION
 GZ1413
 GZ1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1413'1.2 MI SE FROM LEBANON.
 GZ1413'ABOUT 1.15 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM THE
 GZ1413'JUNCTION OF U.S. HIGHWAY 68 AT LEBANON, ABOUT 0.2 MILE SOUTHEAST
 GZ1413'OF A 25-FOOT BRIDGE, ABOUT 104 YARDS NORTHWEST OF THE JUNCTION
 GZ1413'OF A FARM ROAD LEADING NORTHEAST, ABOUT 108 YARDS NORTHWEST OF A
 GZ1413'TWIN 24-INCH CORRUGATED PIPE CULVERT WITH CONCRETE HEADWALLS,
 GZ1413'25 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 GZ1413'NORTHEAST OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN
 GZ1413'WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 GZ1413'CONCRETE POST PROJECTING 3 INCHES.
 GZ1413
 GZ1413                          STATION RECOVERY (1958)
 GZ1413
 GZ1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1413'RECOVERED IN GOOD CONDITION.
 GZ1413
 GZ1413                          STATION RECOVERY (1983)
 GZ1413
 GZ1413'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0879 ***********************************************************************
 GZ0879  DESIGNATION -  L 213
 GZ0879  PID         -  GZ0879
 GZ0879  STATE/COUNTY-  KY/LINCOLN
 GZ0879  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0879
 GZ0879                         *CURRENT SURVEY CONTROL
 GZ0879  ___________________________________________________________________
 GZ0879* NAD 83(1986)-  37 28 10.     (N)    084 49 08.     (W)     SCALED    
 GZ0879* NAVD 88     -       292.982  (meters)     961.23   (feet)  ADJUSTED  
 GZ0879  ___________________________________________________________________
 GZ0879  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GZ0879  DYNAMIC HT  -         292.754 (meters)     960.48  (feet)  COMP
 GZ0879  MODELED GRAV-     979,843.7   (mgal)                       NAVD 88
 GZ0879
 GZ0879  VERT ORDER  -  SECOND    CLASS 0
 GZ0879
 GZ0879.The horizontal coordinates were scaled from a topographic map and have
 GZ0879.an estimated accuracy of +/- 6 seconds.
 GZ0879
 GZ0879.The orthometric height was determined by differential leveling
 GZ0879.and adjusted by the National Geodetic Survey in June 1991..
 GZ0879
 GZ0879.The geoid height was determined by GEOID03.
 GZ0879
 GZ0879.The dynamic height is computed by dividing the NAVD 88
 GZ0879.geopotential number by the normal gravity value computed on the
 GZ0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0879.degrees latitude (g = 980.6199 gals.).
 GZ0879
 GZ0879.The modeled gravity was interpolated from observed gravity values.
 GZ0879
 GZ0879;                    North         East    Units  Estimated Accuracy
 GZ0879;SPC KY1Z     - 1,126,500.    1,582,360.      MT  (+/- 180 meters Scaled)
 GZ0879
 GZ0879                          SUPERSEDED SURVEY CONTROL
 GZ0879
 GZ0879  NGVD 29 (??/??/92)  293.121  (m)          961.68   (f) ADJ UNCH    2 0
 GZ0879
 GZ0879.Superseded values are not recommended for survey control.
 GZ0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0879.See file dsdata.txt to determine how the superseded data were derived.
 GZ0879
 GZ0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG928491(NAD 83)
 GZ0879_MARKER: DB = BENCH MARK DISK
 GZ0879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0879_SP_SET: BRIDGE
 GZ0879_STAMPING: L 213 1951 961.681
 GZ0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0879
 GZ0879  HISTORY     - Date     Condition        Report By
 GZ0879  HISTORY     - 1951     MONUMENTED       CGS
 GZ0879  HISTORY     - 1958     GOOD             NGS
 GZ0879  HISTORY     - 1981     GOOD             KYDT
 GZ0879
 GZ0879                          STATION DESCRIPTION
 GZ0879
 GZ0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0879'0.2 MI SW FROM HUSTONVILLE.
 GZ0879'ABOUT 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE
 GZ0879'INTERSECTION OF STATE HIGHWAY 78 AT HUSTONVILLE, SET IN THE
 GZ0879'TOP OF THE NORTHWEST END OF THE SOUTHEAST ABUTMENT OF A 90-FOOT
 GZ0879'CONCRETE BRIDGE OVER A CREEK, 12 FEET NORTHWEST OF THE
 GZ0879'CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH BRIDGE FLOOR.
 GZ0879
 GZ0879                          STATION RECOVERY (1958)
 GZ0879
 GZ0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0879'RECOVERED IN GOOD CONDITION.
 GZ0879
 GZ0879                          STATION RECOVERY (1981)
 GZ0879
 GZ0879'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1729 ***********************************************************************
 GZ1729  DESIGNATION -  L 214
 GZ1729  PID         -  GZ1729
 GZ1729  STATE/COUNTY-  KY/TAYLOR
 GZ1729  USGS QUAD   -  MANNSVILLE (1970)
 GZ1729
 GZ1729                         *CURRENT SURVEY CONTROL
 GZ1729  ___________________________________________________________________
 GZ1729* NAD 83(1986)-  37 21 34.     (N)    085 13 18.     (W)     SCALED    
 GZ1729* NAVD 88     -       231.724  (meters)     760.25   (feet)  ADJUSTED  
 GZ1729  ___________________________________________________________________
 GZ1729  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GZ1729  DYNAMIC HT  -         231.539 (meters)     759.64  (feet)  COMP
 GZ1729  MODELED GRAV-     979,826.7   (mgal)                       NAVD 88
 GZ1729
 GZ1729  VERT ORDER  -  SECOND    CLASS 0
 GZ1729
 GZ1729.The horizontal coordinates were scaled from a topographic map and have
 GZ1729.an estimated accuracy of +/- 6 seconds.
 GZ1729
 GZ1729.The orthometric height was determined by differential leveling
 GZ1729.and adjusted by the National Geodetic Survey in June 1991..
 GZ1729
 GZ1729.The geoid height was determined by GEOID03.
 GZ1729
 GZ1729.The dynamic height is computed by dividing the NAVD 88
 GZ1729.geopotential number by the normal gravity value computed on the
 GZ1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1729.degrees latitude (g = 980.6199 gals.).
 GZ1729
 GZ1729.The modeled gravity was interpolated from observed gravity values.
 GZ1729
 GZ1729;                    North         East    Units  Estimated Accuracy
 GZ1729;SPC KY1Z     - 1,114,010.    1,546,800.      MT  (+/- 180 meters Scaled)
 GZ1729
 GZ1729                          SUPERSEDED SURVEY CONTROL
 GZ1729
 GZ1729  NGVD 29 (??/??/92)  231.862  (m)          760.70   (f) ADJ UNCH    2 0
 GZ1729
 GZ1729.Superseded values are not recommended for survey control.
 GZ1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1729.See file dsdata.txt to determine how the superseded data were derived.
 GZ1729
 GZ1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG574362(NAD 83)
 GZ1729_MARKER: DB = BENCH MARK DISK
 GZ1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1729_STAMPING: L 214 1951 760.701
 GZ1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1729+STABILITY: SURFACE MOTION
 GZ1729
 GZ1729  HISTORY     - Date     Condition        Report By
 GZ1729  HISTORY     - 1951     MONUMENTED       CGS
 GZ1729  HISTORY     - 1953     GOOD             NGS
 GZ1729
 GZ1729                          STATION DESCRIPTION
 GZ1729
 GZ1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1729'1.7 MI NE FROM ACTON.
 GZ1729'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 70 FROM THE
 GZ1729'CROSSROADS AND SCHOOL AT ACTON, ABOUT 1.55 MILES SOUTHWEST OF
 GZ1729'THE JUNCTION OF STATE HIGHWAY 337 AT MANNSVILLE, ABOUT 0.25
 GZ1729'MILE NORTHEAST OF A GRAVEL ROAD NORTHWEST, ABOUT 0.15 MILE
 GZ1729'NORTHEAST OF A NARROW BRIDGE OVER A CREEK, 23 1/2 FEET SOUTHEAST
 GZ1729'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 30 YARDS NORTHEAST OF THE
 GZ1729'TOP OF A STEEP SHORT GRADE DESCENDING SOUTHWEST, 1 FOOT NORTHWEST
 GZ1729'OF A FENCE LINE, 3 FEET SOUTHWEST OF THE SOUTHWEST GATE POST
 GZ1729'OF A GATE TO A PASTURE, 24 FEET NORTHEAST OF A 20-INCH HICKORY
 GZ1729'TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ1729'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ1729'PROJECTING 2 INCHES.
 GZ1729
 GZ1729                          STATION RECOVERY (1953)
 GZ1729
 GZ1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GZ1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1595 ***********************************************************************
 GZ1595  DESIGNATION -  L 215
 GZ1595  PID         -  GZ1595
 GZ1595  STATE/COUNTY-  KY/TAYLOR
 GZ1595  USGS QUAD   -  BRADFORDSVILLE NE (1987)
 GZ1595
 GZ1595                         *CURRENT SURVEY CONTROL
 GZ1595  ___________________________________________________________________
 GZ1595* NAD 83(1986)-  37 25 18.     (N)    085 06 16.     (W)     SCALED    
 GZ1595* NAVD 88     -       267.716  (meters)     878.33   (feet)  ADJUSTED  
 GZ1595  ___________________________________________________________________
 GZ1595  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GZ1595  DYNAMIC HT  -         267.504 (meters)     877.64  (feet)  COMP
 GZ1595  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 GZ1595
 GZ1595  VERT ORDER  -  SECOND    CLASS 0
 GZ1595
 GZ1595.The horizontal coordinates were scaled from a topographic map and have
 GZ1595.an estimated accuracy of +/- 6 seconds.
 GZ1595
 GZ1595.The orthometric height was determined by differential leveling
 GZ1595.and adjusted by the National Geodetic Survey in June 1991..
 GZ1595
 GZ1595.The geoid height was determined by GEOID03.
 GZ1595
 GZ1595.The dynamic height is computed by dividing the NAVD 88
 GZ1595.geopotential number by the normal gravity value computed on the
 GZ1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1595.degrees latitude (g = 980.6199 gals.).
 GZ1595
 GZ1595.The modeled gravity was interpolated from observed gravity values.
 GZ1595
 GZ1595;                    North         East    Units  Estimated Accuracy
 GZ1595;SPC KY1Z     - 1,120,980.    1,557,140.      MT  (+/- 180 meters Scaled)
 GZ1595
 GZ1595                          SUPERSEDED SURVEY CONTROL
 GZ1595
 GZ1595  NGVD 29 (??/??/92)  267.850  (m)          878.77   (f) ADJ UNCH    2 0
 GZ1595
 GZ1595.Superseded values are not recommended for survey control.
 GZ1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1595.See file dsdata.txt to determine how the superseded data were derived.
 GZ1595
 GZ1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG677433(NAD 83)
 GZ1595_MARKER: DB = BENCH MARK DISK
 GZ1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1595_STAMPING: L 215 1951 878.771
 GZ1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1595+STABILITY: SURFACE MOTION
 GZ1595
 GZ1595  HISTORY     - Date     Condition        Report By
 GZ1595  HISTORY     - 1951     MONUMENTED       CGS
 GZ1595  HISTORY     - 1958     GOOD             NGS
 GZ1595  HISTORY     - 1983     GOOD             KYDT
 GZ1595
 GZ1595                          STATION DESCRIPTION
 GZ1595
 GZ1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1595'1.6 MI NE FROM MERRIMAC.
 GZ1595'ABOUT 1.65 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE METHODIST
 GZ1595'CHURCH AT MERRIMAC, ABOUT 0.9 MILE NORTHEAST OF THE JUNCTION OF A
 GZ1595'ROAD NORTHWEST TO OAKLAND LAKE, 23 FEET SOUTHEAST OF THE CENTER
 GZ1595'LINE OF THE ROAD, 58 FEET NORTH-NORTHEAST OF THE NORTH CORNER
 GZ1595'OF A BARN, 45 FEET NORTHEAST OF A FENCE CORNER, 4 FEET NORTHWEST
 GZ1595'OF A FENCE LINE, 10 1/2 FEET SOUTHWEST OF A 16-INCH HICKORY TREE
 GZ1595'IN FENCE LINE, 23 FEET NORTHEAST OF A 16-INCH HICKORY TREE IN
 GZ1595'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ1595'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1595'PROJECTING 4 INCHES.
 GZ1595
 GZ1595                          STATION RECOVERY (1958)
 GZ1595
 GZ1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1595'RECOVERED IN GOOD CONDITION.
 GZ1595
 GZ1595                          STATION RECOVERY (1983)
 GZ1595
 GZ1595'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0725 ***********************************************************************
 GZ0725  DESIGNATION -  L 216
 GZ0725  PID         -  GZ0725
 GZ0725  STATE/COUNTY-  KY/PULASKI
 GZ0725  USGS QUAD   -  MINTONVILLE (1976)
 GZ0725
 GZ0725                         *CURRENT SURVEY CONTROL
 GZ0725  ___________________________________________________________________
 GZ0725* NAD 83(1986)-  37 07 56.     (N)    084 51 06.     (W)     SCALED    
 GZ0725* NAVD 88     -       347.705  (meters)    1140.76   (feet)  ADJUSTED  
 GZ0725  ___________________________________________________________________
 GZ0725  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GZ0725  DYNAMIC HT  -         347.419 (meters)    1139.82  (feet)  COMP
 GZ0725  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 GZ0725
 GZ0725  VERT ORDER  -  FIRST     CLASS I
 GZ0725
 GZ0725.The horizontal coordinates were scaled from a topographic map and have
 GZ0725.an estimated accuracy of +/- 6 seconds.
 GZ0725
 GZ0725.The orthometric height was determined by differential leveling
 GZ0725.and adjusted by the National Geodetic Survey in June 1991..
 GZ0725.WARNING-Repeat measurements at this control monument indicate possible
 GZ0725.vertical movement.
 GZ0725
 GZ0725.The geoid height was determined by GEOID03.
 GZ0725
 GZ0725.The dynamic height is computed by dividing the NAVD 88
 GZ0725.geopotential number by the normal gravity value computed on the
 GZ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0725.degrees latitude (g = 980.6199 gals.).
 GZ0725
 GZ0725.The modeled gravity was interpolated from observed gravity values.
 GZ0725
 GZ0725;                    North         East    Units  Estimated Accuracy
 GZ0725;SPC KY1Z     - 1,089,050.    1,579,820.      MT  (+/- 180 meters Scaled)
 GZ0725
 GZ0725                          SUPERSEDED SURVEY CONTROL
 GZ0725
 GZ0725  NGVD 29 (??/??/92)  347.830  (m)         1141.17   (f) ADJ UNCH    1 1
 GZ0725
 GZ0725.Superseded values are not recommended for survey control.
 GZ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0725.See file dsdata.txt to determine how the superseded data were derived.
 GZ0725
 GZ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG908117(NAD 83)
 GZ0725_MARKER: DB = BENCH MARK DISK
 GZ0725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0725_SP_SET: CULVERT
 GZ0725_STAMPING: L 216 1951 1141.172
 GZ0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0725+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 GZ0725
 GZ0725  HISTORY     - Date     Condition        Report By
 GZ0725  HISTORY     - 1951     MONUMENTED       CGS
 GZ0725  HISTORY     - 1968     GOOD             NGS
 GZ0725  HISTORY     - 1981     GOOD             KYDT
 GZ0725  HISTORY     - 20050503 GOOD             KYDT
 GZ0725
 GZ0725                          STATION DESCRIPTION
 GZ0725
 GZ0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ0725'0.1 MI W FROM CAINS STORE.
 GZ0725'ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GZ0725'AT CAINS STORE, SET IN THE TOP OF THE EAST END OF THE NORTH
 GZ0725'CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 24 FEET NORTH
 GZ0725'OF THE CENTERLINE OF THE HIGHWAY, 207 FEET WEST OF THE CENTER
 GZ0725'OF AN INTERSECTION OF THE HIGHWAY AND STATE HIGHWAY 837, 148
 GZ0725'FEET WEST OF THE SOUTHWEST CORNER OF A SERVICE STATION AND
 GZ0725'GROCERY STORE, AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GZ0725
 GZ0725                          STATION RECOVERY (1981)
 GZ0725
 GZ0725'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0725'RECOVERED IN GOOD CONDITION.
 GZ0725
 GZ0725                          STATION RECOVERY (2005)
 GZ0725
 GZ0725'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0957 ***********************************************************************
 GZ0957  DESIGNATION -  L 217
 GZ0957  PID         -  GZ0957
 GZ0957  STATE/COUNTY-  KY/CASEY
 GZ0957  USGS QUAD   -  PHIL (1953)
 GZ0957
 GZ0957                         *CURRENT SURVEY CONTROL
 GZ0957  ___________________________________________________________________
 GZ0957* NAD 83(1986)-  37 13 58.     (N)    084 54 22.     (W)     SCALED    
 GZ0957* NAVD 88     -       247.016  (meters)     810.42   (feet)  ADJUSTED  
 GZ0957  ___________________________________________________________________
 GZ0957  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GZ0957  DYNAMIC HT  -         246.815 (meters)     809.76  (feet)  COMP
 GZ0957  MODELED GRAV-     979,813.0   (mgal)                       NAVD 88
 GZ0957
 GZ0957  VERT ORDER  -  SECOND    CLASS 0
 GZ0957
 GZ0957.The horizontal coordinates were scaled from a topographic map and have
 GZ0957.an estimated accuracy of +/- 6 seconds.
 GZ0957
 GZ0957.The orthometric height was determined by differential leveling
 GZ0957.and adjusted by the National Geodetic Survey in June 1991..
 GZ0957
 GZ0957.The geoid height was determined by GEOID03.
 GZ0957
 GZ0957.The dynamic height is computed by dividing the NAVD 88
 GZ0957.geopotential number by the normal gravity value computed on the
 GZ0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0957.degrees latitude (g = 980.6199 gals.).
 GZ0957
 GZ0957.The modeled gravity was interpolated from observed gravity values.
 GZ0957
 GZ0957;                    North         East    Units  Estimated Accuracy
 GZ0957;SPC KY1Z     - 1,100,160.    1,574,880.      MT  (+/- 180 meters Scaled)
 GZ0957
 GZ0957                          SUPERSEDED SURVEY CONTROL
 GZ0957
 GZ0957  NGVD 29 (??/??/92)  247.150  (m)          810.86   (f) ADJ UNCH    2 0
 GZ0957
 GZ0957.Superseded values are not recommended for survey control.
 GZ0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0957.See file dsdata.txt to determine how the superseded data were derived.
 GZ0957
 GZ0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG857227(NAD 83)
 GZ0957_MARKER: DB = BENCH MARK DISK
 GZ0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0957_SP_SET: CULVERT
 GZ0957_STAMPING: L 217 1951 810.858
 GZ0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0957
 GZ0957  HISTORY     - Date     Condition        Report By
 GZ0957  HISTORY     - 1951     MONUMENTED       CGS
 GZ0957  HISTORY     - 1958     GOOD             NGS
 GZ0957
 GZ0957                          STATION DESCRIPTION
 GZ0957
 GZ0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0957'2.1 MI SW FROM GILPIN.
 GZ0957'ABOUT 2.1 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ0957'AT GILPIN, ABOUT 0.85 MILE NORTHEAST OF LABASCUS POST OFFICE, AT
 GZ0957'THE JUNCTION OF A ROAD EAST, SET IN THE TOP OF THE SOUTHWEST END
 GZ0957'OF THE NORTHWEST HEAD WALL OF AN 8-FOOT CONCRETE CULVERT UNDER
 GZ0957'ROAD, 53 FEET WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION, 12
 GZ0957'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH
 GZ0957'THE ROAD.
 GZ0957
 GZ0957                          STATION RECOVERY (1958)
 GZ0957
 GZ0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0963 ***********************************************************************
 GZ0963  DESIGNATION -  L 218
 GZ0963  PID         -  GZ0963
 GZ0963  STATE/COUNTY-  KY/CASEY
 GZ0963  USGS QUAD   -  YOSEMITE (1979)
 GZ0963
 GZ0963                         *CURRENT SURVEY CONTROL
 GZ0963  ___________________________________________________________________
 GZ0963* NAD 83(1986)-  37 17 36.     (N)    084 51 34.     (W)     SCALED    
 GZ0963* NAVD 88     -       299.059  (meters)     981.16   (feet)  ADJUSTED  
 GZ0963  ___________________________________________________________________
 GZ0963  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GZ0963  DYNAMIC HT  -         298.818 (meters)     980.37  (feet)  COMP
 GZ0963  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 GZ0963
 GZ0963  VERT ORDER  -  SECOND    CLASS 0
 GZ0963
 GZ0963.The horizontal coordinates were scaled from a topographic map and have
 GZ0963.an estimated accuracy of +/- 6 seconds.
 GZ0963
 GZ0963.The orthometric height was determined by differential leveling
 GZ0963.and adjusted by the National Geodetic Survey in June 1991..
 GZ0963
 GZ0963.The geoid height was determined by GEOID03.
 GZ0963
 GZ0963.The dynamic height is computed by dividing the NAVD 88
 GZ0963.geopotential number by the normal gravity value computed on the
 GZ0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0963.degrees latitude (g = 980.6199 gals.).
 GZ0963
 GZ0963.The modeled gravity was interpolated from observed gravity values.
 GZ0963
 GZ0963;                    North         East    Units  Estimated Accuracy
 GZ0963;SPC KY1Z     - 1,106,920.    1,578,960.      MT  (+/- 180 meters Scaled)
 GZ0963
 GZ0963                          SUPERSEDED SURVEY CONTROL
 GZ0963
 GZ0963  NGVD 29 (??/??/92)  299.188  (m)          981.59   (f) ADJ UNCH    2 0
 GZ0963
 GZ0963.Superseded values are not recommended for survey control.
 GZ0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0963.See file dsdata.txt to determine how the superseded data were derived.
 GZ0963
 GZ0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG897295(NAD 83)
 GZ0963_MARKER: DB = BENCH MARK DISK
 GZ0963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0963_SP_SET: CULVERT
 GZ0963_STAMPING: L 218 1951 981.586
 GZ0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0963
 GZ0963  HISTORY     - Date     Condition        Report By
 GZ0963  HISTORY     - 1951     MONUMENTED       CGS
 GZ0963  HISTORY     - 1958     GOOD             NGS
 GZ0963
 GZ0963                          STATION DESCRIPTION
 GZ0963
 GZ0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0963'2.9 MI NE FROM GILPIN.
 GZ0963'ABOUT 2.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST
 GZ0963'OFFICE AT GILPIN, ABOUT 0.6 MILE SOUTH OF THE TOP OF A GRADE AND
 GZ0963'A CROSSROAD, IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL
 GZ0963'OF AN 8-FOOT CONCRETE CULVERT, 80 FEET NORTH-NORTHWEST OF THE
 GZ0963'NORTHWEST CORNER OF A ONE-STORY FRAME HOUSE, 46 FEET NORTHEAST
 GZ0963'AND ACROSS ROAD FROM THE NORTHEAST CORNER OF A GARAGE, 12 1/2 FEET
 GZ0963'EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT ABOVE THE ROAD.
 GZ0963
 GZ0963                          STATION RECOVERY (1958)
 GZ0963
 GZ0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1028 ***********************************************************************
 GZ1028  DESIGNATION -  L 219
 GZ1028  PID         -  GZ1028
 GZ1028  STATE/COUNTY-  KY/CASEY
 GZ1028  USGS QUAD   -  PHIL (1953)
 GZ1028
 GZ1028                         *CURRENT SURVEY CONTROL
 GZ1028  ___________________________________________________________________
 GZ1028* NAD 83(1986)-  37 14 35.     (N)    084 52 55.     (W)     SCALED    
 GZ1028* NAVD 88     -       255.912  (meters)     839.60   (feet)  ADJUSTED  
 GZ1028  ___________________________________________________________________
 GZ1028  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GZ1028  DYNAMIC HT  -         255.705 (meters)     838.93  (feet)  COMP
 GZ1028  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GZ1028
 GZ1028  VERT ORDER  -  SECOND    CLASS 0
 GZ1028
 GZ1028.The horizontal coordinates were scaled from a topographic map and have
 GZ1028.an estimated accuracy of +/- 6 seconds.
 GZ1028
 GZ1028.The orthometric height was determined by differential leveling
 GZ1028.and adjusted by the National Geodetic Survey in June 1991..
 GZ1028
 GZ1028.The geoid height was determined by GEOID03.
 GZ1028
 GZ1028.The dynamic height is computed by dividing the NAVD 88
 GZ1028.geopotential number by the normal gravity value computed on the
 GZ1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1028.degrees latitude (g = 980.6199 gals.).
 GZ1028
 GZ1028.The modeled gravity was interpolated from observed gravity values.
 GZ1028
 GZ1028;                    North         East    Units  Estimated Accuracy
 GZ1028;SPC KY1Z     - 1,101,320.    1,577,020.      MT  (+/- 180 meters Scaled)
 GZ1028
 GZ1028                          SUPERSEDED SURVEY CONTROL
 GZ1028
 GZ1028  NGVD 29 (??/??/92)  256.044  (m)          840.04   (f) ADJ UNCH    2 0
 GZ1028
 GZ1028.Superseded values are not recommended for survey control.
 GZ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1028.See file dsdata.txt to determine how the superseded data were derived.
 GZ1028
 GZ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG878239(NAD 83)
 GZ1028_MARKER: DB = BENCH MARK DISK
 GZ1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1028_STAMPING: L 219 1951 840.038
 GZ1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1028+STABILITY: SURFACE MOTION
 GZ1028
 GZ1028  HISTORY     - Date     Condition        Report By
 GZ1028  HISTORY     - 1951     MONUMENTED       CGS
 GZ1028  HISTORY     - 1958     GOOD             NGS
 GZ1028  HISTORY     - 20050503 MARK NOT FOUND   KYDT
 GZ1028
 GZ1028                          STATION DESCRIPTION
 GZ1028
 GZ1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1028'1.4 MI S FROM GILPIN.
 GZ1028'ABOUT 0.75 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GZ1028'OFFICE AT GILPIN, THENCE ABOUT 0.7 MILE EAST ALONG A DIRT ROAD,
 GZ1028'ABOUT 0.4 MILE EAST OF A CHURCH, AT A ROAD SOUTH, 46 FEET
 GZ1028'SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION, 40 FEET SOUTH
 GZ1028'OF THE CENTER LINE OF THE ROAD, 15 FEET WEST OF THE CENTER LINE
 GZ1028'OF ROAD SOUTH, 9 FEET NORTHWEST OF A CLUSTER OF FIVE 4-INCH GUM
 GZ1028'TREES, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ1028'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1028'PROJECTING 4 INCHES.
 GZ1028
 GZ1028                          STATION RECOVERY (1958)
 GZ1028
 GZ1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1028'RECOVERED IN GOOD CONDITION.
 GZ1028
 GZ1028                          STATION RECOVERY (2005)
 GZ1028
 GZ1028'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0076 ***********************************************************************
 GD0076  DESIGNATION -  L 22
 GD0076  PID         -  GD0076
 GD0076  STATE/COUNTY-  KY/TRIGG
 GD0076  USGS QUAD   -  FENTON (1986)
 GD0076
 GD0076                         *CURRENT SURVEY CONTROL
 GD0076  ___________________________________________________________________
 GD0076* NAD 83(1986)-  36 46 42.     (N)    088 04 27.     (W)     SCALED    
 GD0076* NAVD 88     -       193.831  (meters)     635.93   (feet)  ADJUSTED  
 GD0076  ___________________________________________________________________
 GD0076  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GD0076  DYNAMIC HT  -         193.678 (meters)     635.43  (feet)  COMP
 GD0076  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 GD0076
 GD0076  VERT ORDER  -  FIRST     CLASS II
 GD0076
 GD0076.The horizontal coordinates were scaled from a topographic map and have
 GD0076.an estimated accuracy of +/- 6 seconds.
 GD0076
 GD0076.The orthometric height was determined by differential leveling
 GD0076.and adjusted by the National Geodetic Survey in June 1991..
 GD0076
 GD0076.The geoid height was determined by GEOID03.
 GD0076
 GD0076.The dynamic height is computed by dividing the NAVD 88
 GD0076.geopotential number by the normal gravity value computed on the
 GD0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0076.degrees latitude (g = 980.6199 gals.).
 GD0076
 GD0076.The modeled gravity was interpolated from observed gravity values.
 GD0076
 GD0076;                    North         East    Units  Estimated Accuracy
 GD0076;SPC KY1Z     - 1,051,970.    1,292,530.      MT  (+/- 180 meters Scaled)
 GD0076
 GD0076                          SUPERSEDED SURVEY CONTROL
 GD0076
 GD0076  NGVD 29 (??/??/??)  193.894  (m)          636.13   (f) ADJUSTED    1 2
 GD0076
 GD0076.Superseded values are not recommended for survey control.
 GD0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0076.See file dsdata.txt to determine how the superseded data were derived.
 GD0076
 GD0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF041708(NAD 83)
 GD0076_MARKER: DB = BENCH MARK DISK
 GD0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0076_STAMPING: L 22 1934
 GD0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0076+STABILITY: SURFACE MOTION
 GD0076
 GD0076  HISTORY     - Date     Condition        Report By
 GD0076  HISTORY     - 1934     MONUMENTED       CGS
 GD0076  HISTORY     - 1946     GOOD             CGS
 GD0076  HISTORY     - 1972     GOOD             NGS
 GD0076
 GD0076                          STATION DESCRIPTION
 GD0076
 GD0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0076'3 MI W FROM GOLDEN POND.
 GD0076'ABOUT 3.05 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0076'AT GOLDEN POND, NEAR THE TOP OF A GRADE, 300 FEET EAST OF THE
 GD0076'JUNCTION OF A ROAD LEADING SOUTHWEST, 38 FEET EAST OF A BLAZED
 GD0076'16 INCH OAK TREE, 36 FEET SOUTH OF THE CENTER LINE OF THE
 GD0076'HIGHWAY, 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 GD0076'CONCRETE POST PROJECTING 6 INCHES.  A WHITE WOODEN WITNESS POST
 GD0076'WAS SET 1 FOOT WEST OF THE MARK.  NOTE-- DISK IS BATTERED SO
 GD0076'THAT THE STAMPING IS BARELY LEGIBLE.  3.05 MILES WEST VIA
 GD0076'HIGHWAY 68 FROM GOLDEN POND.  POST AND SIGN SET AT MONUMENT.
 GD0076
 GD0076                          STATION RECOVERY (1972)
 GD0076
 GD0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1124 ***********************************************************************
 GZ1124  DESIGNATION -  L 220
 GZ1124  PID         -  GZ1124
 GZ1124  STATE/COUNTY-  KY/PULASKI
 GZ1124  USGS QUAD   -  DELMER (1973)
 GZ1124
 GZ1124                         *CURRENT SURVEY CONTROL
 GZ1124  ___________________________________________________________________
 GZ1124* NAD 83(1986)-  37 03 18.     (N)    084 44 22.     (W)     SCALED    
 GZ1124* NAVD 88     -       332.643  (meters)    1091.35   (feet)  ADJUSTED  
 GZ1124  ___________________________________________________________________
 GZ1124  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GZ1124  DYNAMIC HT  -         332.375 (meters)    1090.47  (feet)  COMP
 GZ1124  MODELED GRAV-     979,817.7   (mgal)                       NAVD 88
 GZ1124
 GZ1124  VERT ORDER  -  SECOND    CLASS 0
 GZ1124
 GZ1124.The horizontal coordinates were scaled from a topographic map and have
 GZ1124.an estimated accuracy of +/- 6 seconds.
 GZ1124
 GZ1124.The orthometric height was determined by differential leveling
 GZ1124.and adjusted by the National Geodetic Survey in June 1991..
 GZ1124
 GZ1124.The geoid height was determined by GEOID03.
 GZ1124
 GZ1124.The dynamic height is computed by dividing the NAVD 88
 GZ1124.geopotential number by the normal gravity value computed on the
 GZ1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1124.degrees latitude (g = 980.6199 gals.).
 GZ1124
 GZ1124.The modeled gravity was interpolated from observed gravity values.
 GZ1124
 GZ1124;                    North         East    Units  Estimated Accuracy
 GZ1124;SPC KY1Z     - 1,080,580.    1,589,890.      MT  (+/- 180 meters Scaled)
 GZ1124
 GZ1124                          SUPERSEDED SURVEY CONTROL
 GZ1124
 GZ1124  NGVD 29 (??/??/92)  332.788  (m)         1091.82   (f) ADJ UNCH    2 0
 GZ1124
 GZ1124.Superseded values are not recommended for survey control.
 GZ1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1124.See file dsdata.txt to determine how the superseded data were derived.
 GZ1124
 GZ1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG010033(NAD 83)
 GZ1124_MARKER: DB = BENCH MARK DISK
 GZ1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1124_STAMPING: L 220 1951 1091.822
 GZ1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1124+STABILITY: SURFACE MOTION
 GZ1124
 GZ1124  HISTORY     - Date     Condition        Report By
 GZ1124  HISTORY     - 1951     MONUMENTED       CGS
 GZ1124  HISTORY     - 1960     GOOD             USGS
 GZ1124  HISTORY     - 1984     GOOD             KYDT
 GZ1124
 GZ1124                          STATION DESCRIPTION
 GZ1124
 GZ1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1124'1 MI S FROM NANCY.
 GZ1124'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 235 FROM THE JUNCTION
 GZ1124'OF STATE HIGHWAY 80 AT NANCY, AT ZOLLICOFFER MEMORIAL STATE
 GZ1124'PARK, 96 FEET SOUTHEAST OF THE CENTER OF ENTRANCE TO SMALL
 GZ1124'PARK, 34 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, 6 1/2
 GZ1124'FEET SOUTHWEST OF AN 8-INCH CEDAR TREE, 1 1/2 FEET SOUTHWEST OF
 GZ1124'THE SOUTHEAST END OF A STONE FENCE ALONG SOUTHWEST EDGE OF PARK,
 GZ1124'1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 GZ1124'WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GZ1124'INCHES.
 GZ1124
 GZ1124                          STATION RECOVERY (1960)
 GZ1124
 GZ1124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GZ1124'RECOVERED IN GOOD CONDITION.
 GZ1124
 GZ1124                          STATION RECOVERY (1984)
 GZ1124
 GZ1124'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2206 ***********************************************************************
 GZ2206  DESIGNATION -  L 222
 GZ2206  PID         -  GZ2206
 GZ2206  STATE/COUNTY-  KY/GREEN
 GZ2206  USGS QUAD   -  MAGNOLIA (1961)
 GZ2206
 GZ2206                         *CURRENT SURVEY CONTROL
 GZ2206  ___________________________________________________________________
 GZ2206* NAD 83(1986)-  37 25 17.     (N)    085 37 40.     (W)     SCALED    
 GZ2206* NAVD 88     -       208.872  (meters)     685.27   (feet)  ADJUSTED  
 GZ2206  ___________________________________________________________________
 GZ2206  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GZ2206  DYNAMIC HT  -         208.710 (meters)     684.74  (feet)  COMP
 GZ2206  MODELED GRAV-     979,848.8   (mgal)                       NAVD 88
 GZ2206
 GZ2206  VERT ORDER  -  SECOND    CLASS 0
 GZ2206
 GZ2206.The horizontal coordinates were scaled from a topographic map and have
 GZ2206.an estimated accuracy of +/- 6 seconds.
 GZ2206
 GZ2206.The orthometric height was determined by differential leveling
 GZ2206.and adjusted by the National Geodetic Survey in June 1991..
 GZ2206
 GZ2206.The geoid height was determined by GEOID03.
 GZ2206
 GZ2206.The dynamic height is computed by dividing the NAVD 88
 GZ2206.geopotential number by the normal gravity value computed on the
 GZ2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2206.degrees latitude (g = 980.6199 gals.).
 GZ2206
 GZ2206.The modeled gravity was interpolated from observed gravity values.
 GZ2206
 GZ2206;                    North         East    Units  Estimated Accuracy
 GZ2206;SPC KY1Z     - 1,120,760.    1,510,820.      MT  (+/- 180 meters Scaled)
 GZ2206
 GZ2206                          SUPERSEDED SURVEY CONTROL
 GZ2206
 GZ2206  NGVD 29 (??/??/92)  209.001  (m)          685.70   (f) ADJ UNCH    2 0
 GZ2206
 GZ2206.Superseded values are not recommended for survey control.
 GZ2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2206.See file dsdata.txt to determine how the superseded data were derived.
 GZ2206
 GZ2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG214425(NAD 83)
 GZ2206_MARKER: DB = BENCH MARK DISK
 GZ2206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2206_SP_SET: CULVERT
 GZ2206_STAMPING: L 222 1951
 GZ2206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2206
 GZ2206  HISTORY     - Date     Condition        Report By
 GZ2206  HISTORY     - 1951     MONUMENTED       CGS
 GZ2206  HISTORY     - 1982     GOOD             KYDT
 GZ2206
 GZ2206                          STATION DESCRIPTION
 GZ2206
 GZ2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2206'0.7 MI SE FROM CREAL.
 GZ2206'ABOUT 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE POST
 GZ2206'OFFICE AT CREAL, ABOUT 0.2 MILE SOUTHEAST OF DAVIS MEMORIAL
 GZ2206'CHAPEL AND DEZARN CEMETERY, ABOUT 0.5 MILE NORTHWEST OF THE
 GZ2206'JUNCTION OF A ROAD NORTHEAST, SET IN THE TOP OF THE NORTHWEST
 GZ2206'END OF THE NORTHEAST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT,
 GZ2206'12 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 GZ2206'NORTHWEST OF THE EXTENDED CENTER LINE OF A SIDE ROAD SOUTHWEST
 GZ2206'AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
 GZ2206
 GZ2206                          STATION RECOVERY (1982)
 GZ2206
 GZ2206'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2218 ***********************************************************************
 GZ2218  DESIGNATION -  L 223
 GZ2218  PID         -  GZ2218
 GZ2218  STATE/COUNTY-  KY/TAYLOR
 GZ2218  USGS QUAD   -  HIBERNIA (1976)
 GZ2218
 GZ2218                         *CURRENT SURVEY CONTROL
 GZ2218  ___________________________________________________________________
 GZ2218* NAD 83(1986)-  37 25 04.     (N)    085 30 39.     (W)     SCALED    
 GZ2218* NAVD 88     -       241.829  (meters)     793.40   (feet)  ADJUSTED  
 GZ2218  ___________________________________________________________________
 GZ2218  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GZ2218  DYNAMIC HT  -         241.641 (meters)     792.78  (feet)  COMP
 GZ2218  MODELED GRAV-     979,845.6   (mgal)                       NAVD 88
 GZ2218
 GZ2218  VERT ORDER  -  SECOND    CLASS 0
 GZ2218
 GZ2218.The horizontal coordinates were scaled from a topographic map and have
 GZ2218.an estimated accuracy of +/- 6 seconds.
 GZ2218
 GZ2218.The orthometric height was determined by differential leveling
 GZ2218.and adjusted by the National Geodetic Survey in June 1991..
 GZ2218
 GZ2218.The geoid height was determined by GEOID03.
 GZ2218
 GZ2218.The dynamic height is computed by dividing the NAVD 88
 GZ2218.geopotential number by the normal gravity value computed on the
 GZ2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2218.degrees latitude (g = 980.6199 gals.).
 GZ2218
 GZ2218.The modeled gravity was interpolated from observed gravity values.
 GZ2218
 GZ2218;                    North         East    Units  Estimated Accuracy
 GZ2218;SPC KY1Z     - 1,120,380.    1,521,170.      MT  (+/- 180 meters Scaled)
 GZ2218
 GZ2218                          SUPERSEDED SURVEY CONTROL
 GZ2218
 GZ2218  NGVD 29 (??/??/92)  241.965  (m)          793.85   (f) ADJ UNCH    2 0
 GZ2218
 GZ2218.Superseded values are not recommended for survey control.
 GZ2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2218.See file dsdata.txt to determine how the superseded data were derived.
 GZ2218
 GZ2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG317422(NAD 83)
 GZ2218_MARKER: DB = BENCH MARK DISK
 GZ2218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2218_SP_SET: ABUTMENT
 GZ2218_STAMPING: L 223 1951
 GZ2218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2218
 GZ2218  HISTORY     - Date     Condition        Report By
 GZ2218  HISTORY     - 1951     MONUMENTED       CGS
 GZ2218  HISTORY     - 1982     GOOD             KYDT
 GZ2218
 GZ2218                          STATION DESCRIPTION
 GZ2218
 GZ2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2218'2.3 MI N FROM MAC.
 GZ2218'ABOUT 1.35 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE
 GZ2218'CROSSROADS AND POST OFFICE AT MAC, THENCE ABOUT 0.95 MILE
 GZ2218'NORTHWEST ALONG STATE HIGHWAY 210, ABOUT 2.9 MILES SOUTHEAST
 GZ2218'ALONG STATE HIGHWAY 210 FROM THE JUNCTION OF STATE HIGHWAY 462 AT
 GZ2218'BADGER, SET IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT
 GZ2218'OF A 75-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 14 FEET NORTH
 GZ2218'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 GZ2218'HIGHWAY.
 GZ2218
 GZ2218                          STATION RECOVERY (1982)
 GZ2218
 GZ2218'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ1581 ***********************************************************************
 AJ1581  DESIGNATION -  L 223 RESET
 AJ1581  PID         -  AJ1581
 AJ1581  STATE/COUNTY-  KY/TAYLOR
 AJ1581  USGS QUAD   -  HIBERNIA (1976)
 AJ1581
 AJ1581                         *CURRENT SURVEY CONTROL
 AJ1581  ___________________________________________________________________
 AJ1581* NAD 83(1986)-  37 25 04.     (N)    085 30 39.     (W)     SCALED    
 AJ1581* NAVD 88     -       246.23   (meters)     807.8    (feet)  RESET     
 AJ1581  ___________________________________________________________________
 AJ1581  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 AJ1581
 AJ1581  VERT ORDER  -  THIRD
 AJ1581
 AJ1581.The horizontal coordinates were scaled from a topographic map and have
 AJ1581.an estimated accuracy of +/- 6 seconds.
 AJ1581
 AJ1581.The orthometric height was computed from unverified reset data.
 AJ1581.No vertical observational check was made to the station.
 AJ1581
 AJ1581.The geoid height was determined by GEOID03.
 AJ1581
 AJ1581;                    North         East    Units  Estimated Accuracy
 AJ1581;SPC KY1Z     - 1,120,380.    1,521,170.      MT  (+/- 180 meters Scaled)
 AJ1581
 AJ1581                          SUPERSEDED SURVEY CONTROL
 AJ1581
 AJ1581.No superseded survey control is available for this station.
 AJ1581
 AJ1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG317422(NAD 83)
 AJ1581_MARKER: DV = VERTICAL CONTROL DISK
 AJ1581_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ1581_SP_SET: BRIDGE ABUTMENT
 AJ1581_STAMPING: L 223 1951 RESET 2000
 AJ1581_MARK LOGO: NGS   
 AJ1581_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1581
 AJ1581  HISTORY     - Date     Condition        Report By
 AJ1581  HISTORY     - 2000     MONUMENTED       KYDT
 AJ1581
 AJ1581                          STATION DESCRIPTION
 AJ1581
 AJ1581'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 AJ1581'7.95 MILES (12.79 KM) NORTHWEST ALONG KY 210 FROM JUNCTION WITH US 68
 AJ1581'IN CAMPBELLSVILLE, ABOUT 6.8 MILES (10.9 KM) SOUTHEAST ALONG KY 210
 AJ1581'FROM LARUE/TAYLOR COUNTY LINE AT A 115 FOOT (35.1 M) CONCRETE BRIDGE
 AJ1581'OVER BRUSH CREEK, SET IN THE TOP OF THE SOUTHERN END OF THE WEST
 AJ1581'ABUTMENT, 28.3 FEET (8.6 M) SOUTH OF CENTERLINE OF ROAD, 2.5 FEET (0.8
 AJ1581'M) SOUTH OF THE SOUTH FACE OF SOUTH BARRIER WALL, 7.5 FEET (2.3 M)
 AJ1581'NORTH OF SOUTH END OF ABUTMENT.  A STANDARD VERTICAL CONTROL DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1566 ***********************************************************************
 GZ1566  DESIGNATION -  L 224
 GZ1566  PID         -  GZ1566
 GZ1566  STATE/COUNTY-  KY/GREEN
 GZ1566  USGS QUAD   -  GREENSBURG (1987)
 GZ1566
 GZ1566                         *CURRENT SURVEY CONTROL
 GZ1566  ___________________________________________________________________
 GZ1566* NAD 83(1986)-  37 21 44.     (N)    085 29 02.     (W)     SCALED    
 GZ1566* NAVD 88     -       243.730  (meters)     799.64   (feet)  ADJUSTED  
 GZ1566  ___________________________________________________________________
 GZ1566  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GZ1566  DYNAMIC HT  -         243.540 (meters)     799.01  (feet)  COMP
 GZ1566  MODELED GRAV-     979,845.7   (mgal)                       NAVD 88
 GZ1566
 GZ1566  VERT ORDER  -  SECOND    CLASS 0
 GZ1566
 GZ1566.The horizontal coordinates were scaled from a topographic map and have
 GZ1566.an estimated accuracy of +/- 6 seconds.
 GZ1566
 GZ1566.The orthometric height was determined by differential leveling
 GZ1566.and adjusted by the National Geodetic Survey in June 1991..
 GZ1566
 GZ1566.The geoid height was determined by GEOID03.
 GZ1566
 GZ1566.The dynamic height is computed by dividing the NAVD 88
 GZ1566.geopotential number by the normal gravity value computed on the
 GZ1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1566.degrees latitude (g = 980.6199 gals.).
 GZ1566
 GZ1566.The modeled gravity was interpolated from observed gravity values.
 GZ1566
 GZ1566;                    North         East    Units  Estimated Accuracy
 GZ1566;SPC KY1Z     - 1,114,220.    1,523,570.      MT  (+/- 180 meters Scaled)
 GZ1566
 GZ1566                          SUPERSEDED SURVEY CONTROL
 GZ1566
 GZ1566  NGVD 29 (??/??/92)  243.868  (m)          800.09   (f) ADJ UNCH    2 0
 GZ1566
 GZ1566.Superseded values are not recommended for survey control.
 GZ1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1566.See file dsdata.txt to determine how the superseded data were derived.
 GZ1566
 GZ1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG342361(NAD 83)
 GZ1566_MARKER: DB = BENCH MARK DISK
 GZ1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1566_STAMPING: L 224 1951
 GZ1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1566+STABILITY: SURFACE MOTION
 GZ1566
 GZ1566  HISTORY     - Date     Condition        Report By
 GZ1566  HISTORY     - 1951     MONUMENTED       CGS
 GZ1566
 GZ1566                          STATION DESCRIPTION
 GZ1566
 GZ1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1566'1.9 MI NW FROM BENGAL.
 GZ1566'ABOUT 1.9 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE FRIENDSHIP
 GZ1566'BAPTIST CHURCH AT BENGAL, ABOUT 1.0 MILE WEST OF A 145-FOOT BRIDGE
 GZ1566'OVER PITMAN CREEK, SET AT THE JUNCTION OF A ROAD SOUTH AND ON THE
 GZ1566'OUTSIDE OF A CURVE IN THE MAIN ROAD WITH TANGENTS EXTENDING
 GZ1566'NORTHWEST AND NORTHEAST, 34 FEET WEST OF THE CENTER LINE OF THE
 GZ1566'ROAD, 39 FEET SOUTH OF THE CENTER LINE OF MAIN ROAD AT CENTER OF
 GZ1566'CURVE, 10 FEET NORTHEAST OF POWER POLE NO. 733-3, 13 FEET NORTH
 GZ1566'OF A FENCE CORNER, 15 FEET EAST OF A 10-INCH FORKED APPLE TREE,
 GZ1566'ABOUT IN LINE WITH THE EXTENDED CENTER LINE OF THE NORTHEAST
 GZ1566'TANGENT OF GRAVEL ROAD, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 GZ1566'POST, ABOUT 2 FEET ABOVE THE ROAD SOUTH AND SET IN THE TOP
 GZ1566'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1547 ***********************************************************************
 GZ1547  DESIGNATION -  L 225
 GZ1547  PID         -  GZ1547
 GZ1547  STATE/COUNTY-  KY/TAYLOR
 GZ1547  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ1547
 GZ1547                         *CURRENT SURVEY CONTROL
 GZ1547  ___________________________________________________________________
 GZ1547* NAD 83(1986)-  37 20 59.     (N)    085 19 50.     (W)     SCALED    
 GZ1547* NAVD 88     -       257.612  (meters)     845.18   (feet)  ADJUSTED  
 GZ1547  ___________________________________________________________________
 GZ1547  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GZ1547  DYNAMIC HT  -         257.408 (meters)     844.51  (feet)  COMP
 GZ1547  MODELED GRAV-     979,831.3   (mgal)                       NAVD 88
 GZ1547
 GZ1547  VERT ORDER  -  SECOND    CLASS 0
 GZ1547
 GZ1547.The horizontal coordinates were scaled from a topographic map and have
 GZ1547.an estimated accuracy of +/- 6 seconds.
 GZ1547
 GZ1547.The orthometric height was determined by differential leveling
 GZ1547.and adjusted by the National Geodetic Survey in June 1991..
 GZ1547
 GZ1547.The geoid height was determined by GEOID03.
 GZ1547
 GZ1547.The dynamic height is computed by dividing the NAVD 88
 GZ1547.geopotential number by the normal gravity value computed on the
 GZ1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1547.degrees latitude (g = 980.6199 gals.).
 GZ1547
 GZ1547.The modeled gravity was interpolated from observed gravity values.
 GZ1547
 GZ1547;                    North         East    Units  Estimated Accuracy
 GZ1547;SPC KY1Z     - 1,112,890.    1,537,160.      MT  (+/- 180 meters Scaled)
 GZ1547
 GZ1547                          SUPERSEDED SURVEY CONTROL
 GZ1547
 GZ1547  NGVD 29 (??/??/92)  257.749  (m)          845.63   (f) ADJ UNCH    2 0
 GZ1547
 GZ1547.Superseded values are not recommended for survey control.
 GZ1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1547.See file dsdata.txt to determine how the superseded data were derived.
 GZ1547
 GZ1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG478349(NAD 83)
 GZ1547_MARKER: DB = BENCH MARK DISK
 GZ1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1547_STAMPING: L 225 1951
 GZ1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1547+STABILITY: SURFACE MOTION
 GZ1547
 GZ1547  HISTORY     - Date     Condition        Report By
 GZ1547  HISTORY     - 1951     MONUMENTED       CGS
 GZ1547
 GZ1547                          STATION DESCRIPTION
 GZ1547
 GZ1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1547'1 MI NE FROM CAMPBELLSVILLE.
 GZ1547'ABOUT 0.95 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GZ1547'RAILROAD FROM THE STATION AT CAMPBELLSVILLE, ABOUT 0.3 MILE
 GZ1547'NORTHEAST OF MILE POST 86, AT A GRAVEL ROAD CROSSING, 30 1/2
 GZ1547'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 16 FEET SOUTHWEST OF THE
 GZ1547'CENTER LINE OF GRAVEL ROAD, 1 FOOT NORTHWEST OF A POWER POLE,
 GZ1547'1 FOOT NORTHEAST OF A FENCE CORNER AND IN LINE WITH THE FENCE
 GZ1547'LEADING SOUTHWEST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A
 GZ1547'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2138 ***********************************************************************
 GZ2138  DESIGNATION -  L 226
 GZ2138  PID         -  GZ2138
 GZ2138  STATE/COUNTY-  KY/GREEN
 GZ2138  USGS QUAD   -  EXIE (1987)
 GZ2138
 GZ2138                         *CURRENT SURVEY CONTROL
 GZ2138  ___________________________________________________________________
 GZ2138* NAD 83(1986)-  37 12 44.     (N)    085 32 11.     (W)     SCALED    
 GZ2138* NAVD 88     -       248.971  (meters)     816.83   (feet)  ADJUSTED  
 GZ2138  ___________________________________________________________________
 GZ2138  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GZ2138  DYNAMIC HT  -         248.779 (meters)     816.20  (feet)  COMP
 GZ2138  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 GZ2138
 GZ2138  VERT ORDER  -  SECOND    CLASS 0
 GZ2138
 GZ2138.The horizontal coordinates were scaled from a topographic map and have
 GZ2138.an estimated accuracy of +/- 6 seconds.
 GZ2138
 GZ2138.The orthometric height was determined by differential leveling
 GZ2138.and adjusted by the National Geodetic Survey in June 1991..
 GZ2138
 GZ2138.The geoid height was determined by GEOID03.
 GZ2138
 GZ2138.The dynamic height is computed by dividing the NAVD 88
 GZ2138.geopotential number by the normal gravity value computed on the
 GZ2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2138.degrees latitude (g = 980.6199 gals.).
 GZ2138
 GZ2138.The modeled gravity was interpolated from observed gravity values.
 GZ2138
 GZ2138;                    North         East    Units  Estimated Accuracy
 GZ2138;SPC KY1Z     - 1,097,570.    1,518,960.      MT  (+/- 180 meters Scaled)
 GZ2138
 GZ2138                          SUPERSEDED SURVEY CONTROL
 GZ2138
 GZ2138  NGVD 29 (??/??/92)  249.118  (m)          817.31   (f) ADJ UNCH    2 0
 GZ2138
 GZ2138.Superseded values are not recommended for survey control.
 GZ2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2138.See file dsdata.txt to determine how the superseded data were derived.
 GZ2138
 GZ2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG298194(NAD 83)
 GZ2138_MARKER: DB = BENCH MARK DISK
 GZ2138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2138_STAMPING: L 226 1951
 GZ2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2138+STABILITY: SURFACE MOTION
 GZ2138
 GZ2138  HISTORY     - Date     Condition        Report By
 GZ2138  HISTORY     - 1951     MONUMENTED       CGS
 GZ2138  HISTORY     - 20010425 MARK NOT FOUND   KYDT
 GZ2138
 GZ2138                          STATION DESCRIPTION
 GZ2138
 GZ2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2138'4.4 MI SW FROM GREENSBURG.
 GZ2138'ABOUT 4.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 68 FROM THE OLD
 GZ2138'COURT HOUSE AT GREENSBURG, ABOUT 1.05 MILES NORTH OF MT. LEBANON
 GZ2138'METHODIST CHURCH, ON THE OUTSIDE AND AT THE EAST END OF A CURVE
 GZ2138'WITH TANGENTS EXTENDING EAST AND SOUTH, AT THE JUNCTION OF A DRIVE
 GZ2138'SOUTH TO A WHITE FARM HOUSE, IN THE EXTENDED CENTER LINE OF DRIVE,
 GZ2138'28 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 62 FEET SOUTHWEST OF
 GZ2138'A POWER POLE WITH A TRANSFORMER, 6 FEET EAST OF A FENCE CORNER,
 GZ2138'2 FEET SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN
 GZ2138'WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 GZ2138'OF A CONCRETE POST PROJECTING 5 INCHES.
 GZ2138
 GZ2138                          STATION RECOVERY (2001)
 GZ2138
 GZ2138'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2138'THERE IS NOW A BLACKTOP DRIVE TO A 1 STORY BRICK/FRAME HOUSE AT THIS
 GZ2138'LOCATION, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1427 ***********************************************************************
 GZ1427  DESIGNATION -  L 227
 GZ1427  PID         -  GZ1427
 GZ1427  STATE/COUNTY-  KY/MARION
 GZ1427  USGS QUAD   -  LEBANON WEST (1994)
 GZ1427
 GZ1427                         *CURRENT SURVEY CONTROL
 GZ1427  ___________________________________________________________________
 GZ1427* NAD 83(1986)-  37 34 05.     (N)    085 21 04.     (W)     SCALED    
 GZ1427* NAVD 88     -       217.438  (meters)     713.38   (feet)  ADJUSTED  
 GZ1427  ___________________________________________________________________
 GZ1427  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GZ1427  DYNAMIC HT  -         217.268 (meters)     712.82  (feet)  COMP
 GZ1427  MODELED GRAV-     979,845.4   (mgal)                       NAVD 88
 GZ1427
 GZ1427  VERT ORDER  -  SECOND    CLASS 0
 GZ1427
 GZ1427.The horizontal coordinates were scaled from a topographic map and have
 GZ1427.an estimated accuracy of +/- 6 seconds.
 GZ1427
 GZ1427.The orthometric height was determined by differential leveling
 GZ1427.and adjusted by the National Geodetic Survey in June 1991..
 GZ1427
 GZ1427.The geoid height was determined by GEOID03.
 GZ1427
 GZ1427.The dynamic height is computed by dividing the NAVD 88
 GZ1427.geopotential number by the normal gravity value computed on the
 GZ1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1427.degrees latitude (g = 980.6199 gals.).
 GZ1427
 GZ1427.The modeled gravity was interpolated from observed gravity values.
 GZ1427
 GZ1427;                    North         East    Units  Estimated Accuracy
 GZ1427;SPC KY1Z     - 1,137,110.    1,535,240.      MT  (+/- 180 meters Scaled)
 GZ1427
 GZ1427                          SUPERSEDED SURVEY CONTROL
 GZ1427
 GZ1427  NGVD 29 (??/??/92)  217.573  (m)          713.82   (f) ADJ UNCH    2 0
 GZ1427
 GZ1427.Superseded values are not recommended for survey control.
 GZ1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1427.See file dsdata.txt to determine how the superseded data were derived.
 GZ1427
 GZ1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG456591(NAD 83)
 GZ1427_MARKER: DB = BENCH MARK DISK
 GZ1427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1427_SP_SET: BOX CULVERT
 GZ1427_STAMPING: L 227 1951
 GZ1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1427
 GZ1427  HISTORY     - Date     Condition        Report By
 GZ1427  HISTORY     - 1951     MONUMENTED       CGS
 GZ1427
 GZ1427                          STATION DESCRIPTION
 GZ1427
 GZ1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1427'0.9 MI S FROM SAINT MARY.
 GZ1427'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 84 FROM THE CROSSING
 GZ1427'OF LOUISVILLE AND NASHVILLE RAILROAD AT SAINT MARY, ABOUT 0.45
 GZ1427'MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 426, AT THE JUNCTION
 GZ1427'OF A PRIVATE ROAD WEST, IN THE TOP OF THE SOUTH END OF THE WEST
 GZ1427'HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT, 15 FEET WEST OF THE
 GZ1427'CENTER LINE OF HIGHWAY, 45 FEET NORTH OF CENTER LINE OF PRIVATE
 GZ1427'ROAD AND ABOUT 1 FOOT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1985 ***********************************************************************
 GZ1985  DESIGNATION -  L 228
 GZ1985  PID         -  GZ1985
 GZ1985  STATE/COUNTY-  KY/GREEN
 GZ1985  USGS QUAD   -  HUDGINS (1961)
 GZ1985
 GZ1985                         *CURRENT SURVEY CONTROL
 GZ1985  ___________________________________________________________________
 GZ1985* NAD 83(1986)-  37 20 50.     (N)    085 37 40.     (W)     SCALED    
 GZ1985* NAVD 88     -       185.751  (meters)     609.42   (feet)  ADJUSTED  
 GZ1985  ___________________________________________________________________
 GZ1985  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GZ1985  DYNAMIC HT  -         185.608 (meters)     608.95  (feet)  COMP
 GZ1985  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 GZ1985
 GZ1985  VERT ORDER  -  SECOND    CLASS 0
 GZ1985
 GZ1985.The horizontal coordinates were scaled from a topographic map and have
 GZ1985.an estimated accuracy of +/- 6 seconds.
 GZ1985
 GZ1985.The orthometric height was determined by differential leveling
 GZ1985.and adjusted by the National Geodetic Survey in June 1991..
 GZ1985
 GZ1985.The geoid height was determined by GEOID03.
 GZ1985
 GZ1985.The dynamic height is computed by dividing the NAVD 88
 GZ1985.geopotential number by the normal gravity value computed on the
 GZ1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1985.degrees latitude (g = 980.6199 gals.).
 GZ1985
 GZ1985.The modeled gravity was interpolated from observed gravity values.
 GZ1985
 GZ1985;                    North         East    Units  Estimated Accuracy
 GZ1985;SPC KY1Z     - 1,112,530.    1,510,830.      MT  (+/- 180 meters Scaled)
 GZ1985
 GZ1985                          SUPERSEDED SURVEY CONTROL
 GZ1985
 GZ1985  NGVD 29 (??/??/92)  185.888  (m)          609.87   (f) ADJ UNCH    2 0
 GZ1985
 GZ1985.Superseded values are not recommended for survey control.
 GZ1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1985.See file dsdata.txt to determine how the superseded data were derived.
 GZ1985
 GZ1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG215342(NAD 83)
 GZ1985_MARKER: DB = BENCH MARK DISK
 GZ1985_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1985_SP_SET: ROCK OUTCROP
 GZ1985_STAMPING: L 288 1951
 GZ1985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1985+STABILITY: POSITION/ELEVATION WELL
 GZ1985
 GZ1985  HISTORY     - Date     Condition        Report By
 GZ1985  HISTORY     - 1951     MONUMENTED       CGS
 GZ1985  HISTORY     - 1961     MARK NOT FOUND   NGS
 GZ1985
 GZ1985                          STATION DESCRIPTION
 GZ1985
 GZ1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1985'3.1 MI E FROM HUDGINS.
 GZ1985'ABOUT 3.1 MILES EAST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 GZ1985'AND POST OFFICE AT HUDGINS, ABOUT 0.25 MILE EAST OF A CROSSROAD,
 GZ1985'ABOUT 0.45 MILE WEST OF A CHURCH, ABOUT 0.4 MILE WEST OF A
 GZ1985'BRIDGE OVER BRUSH CREEK, ON THE NORTHEAST SLOPE OF A LONG
 GZ1985'CROOKED HILL, SET IN THE TOP OF AN OUTCROP OF ROCK, 22 FEET
 GZ1985'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 27 FEET WEST-NORTHWEST
 GZ1985'OF A 14-INCH POPLAR TREE IN A FENCE LINE, 1/2 FOOT SOUTHWEST OF
 GZ1985'NORTHEAST EDGE OF OUTCROP AND ABOUT 1 FOOT ABOVE THE ROAD.
 GZ1985'NOTE-- THIS BENCH MARK IS PROBABLY COVERED, BUT STILL GOOD.
 GZ1985
 GZ1985                          STATION RECOVERY (1961)
 GZ1985
 GZ1985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GZ1985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2142 ***********************************************************************
 GZ2142  DESIGNATION -  L 229
 GZ2142  PID         -  GZ2142
 GZ2142  STATE/COUNTY-  KY/GREEN
 GZ2142  USGS QUAD   -  EXIE (1987)
 GZ2142
 GZ2142                         *CURRENT SURVEY CONTROL
 GZ2142  ___________________________________________________________________
 GZ2142* NAD 83(1993)-  37 10 10.71471(N)    085 31 58.69535(W)     ADJUSTED  
 GZ2142* NAVD 88     -       262.294  (meters)     860.54   (feet)  ADJUSTED  
 GZ2142  ___________________________________________________________________
 GZ2142  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 GZ2142  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ2142  DYNAMIC HT  -         262.090 (meters)     859.87  (feet)  COMP
 GZ2142  MODELED GRAV-     979,846.1   (mgal)                       NAVD 88
 GZ2142
 GZ2142  HORZ ORDER  -  SECOND
 GZ2142  VERT ORDER  -  SECOND    CLASS 0
 GZ2142
 GZ2142.The horizontal coordinates were established by classical geodetic methods
 GZ2142.and adjusted by the National Geodetic Survey in December 1995..
 GZ2142
 GZ2142.The orthometric height was determined by differential leveling
 GZ2142.and adjusted by the National Geodetic Survey in June 1991..
 GZ2142
 GZ2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2142
 GZ2142.The geoid height was determined by GEOID03.
 GZ2142
 GZ2142.The dynamic height is computed by dividing the NAVD 88
 GZ2142.geopotential number by the normal gravity value computed on the
 GZ2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2142.degrees latitude (g = 980.6199 gals.).
 GZ2142
 GZ2142.The modeled gravity was interpolated from observed gravity values.
 GZ2142
 GZ2142;                    North         East     Units Scale Factor Converg.
 GZ2142;SPC KY1Z     - 1,092,839.910 1,519,274.724   MT  0.99998046   +0 07 59.7
 GZ2142;SPC KY1Z     - 3,585,425.60  4,984,487.16   sFT  0.99998046   +0 07 59.7
 GZ2142;SPC KY S     -   592,830.438   519,274.128   MT  0.99994950   +0 07 53.8
 GZ2142;SPC KY S     - 1,944,977.86  1,703,651.87   sFT  0.99994950   +0 07 53.8
 GZ2142;UTM  16      - 4,114,699.225   630,243.797   MT  0.99980897   +0 53 11.3
 GZ2142
 GZ2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2142!SPC KY1Z     -   0.99996378  x   0.99998046  =   0.99994424
 GZ2142!SPC KY S     -   0.99996378  x   0.99994950  =   0.99991328
 GZ2142!UTM  16      -   0.99996378  x   0.99980897  =   0.99977275
 GZ2142
 GZ2142                          SUPERSEDED SURVEY CONTROL
 GZ2142
 GZ2142  NAD 83(1986)-  37 10 10.72435(N)    085 31 58.70393(W) AD(       ) 2
 GZ2142  NAD 27      -  37 10 10.50700(N)    085 31 58.82800(W) AD(       ) 2
 GZ2142  NGVD 29 (??/??/92)  262.439  (m)          861.02   (f) ADJ UNCH    2 0
 GZ2142
 GZ2142.Superseded values are not recommended for survey control.
 GZ2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2142.See file dsdata.txt to determine how the superseded data were derived.
 GZ2142
 GZ2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG3024414699(NAD 83)
 GZ2142_MARKER: DB = BENCH MARK DISK
 GZ2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2142_STAMPING: L 229 1951
 GZ2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2142+STABILITY: SURFACE MOTION
 GZ2142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2142+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 GZ2142
 GZ2142  HISTORY     - Date     Condition        Report By
 GZ2142  HISTORY     - 1951     MONUMENTED       CGS
 GZ2142  HISTORY     - 1951     GOOD             CGS
 GZ2142  HISTORY     - 20010425 GOOD             KYDT
 GZ2142
 GZ2142                          STATION DESCRIPTION
 GZ2142
 GZ2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2142'STATION IS LOCATED ABOUT 5 MILES SOUTH OF GREENSBURG ALONG THE EAST
 GZ2142'SIDE OF U.S. HIGHWAY NO. 68. IT IS 65 FEET SOUTH OF THE CENTER OF
 GZ2142'GRAVEL ROAD, 28 FEET EAST OF THE CENTER OF HIGHWAY, 18 FEET SOUTH OF
 GZ2142'THE CENTER OF A DRIVEWAY AND 1 FOOT WEST OF A POWERLINE POLE. THE
 GZ2142'MARK IS A CONCRETE POST 8 INCHES IN DIAMETER WHICH PROJECTS 4 INCHES
 GZ2142'WITH A BRONZE USC AND GS BENCH MARK DISK SET IN THE TOP STAMPED L 229
 GZ2142'1951. A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GZ2142'EXIE AND THE DISTANCE WAS FOUND TO BE 67.017 METERS (219.87 FEET).
 GZ2142'
 GZ2142'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 61 AND
 GZ2142'U.S. HIGHWAY NO.68 WHICH IS ABOUT 1 MILE SOUTH OF GREENSBURG, GO
 GZ2142'SOUTHWEST ON U.S. HIGHWAY NO. 68 FOR 5.8 MILES TO THE JUNCTION OF
 GZ2142'STATE HIGHWAY NO. 218, CONTINUE ON U.S. HIGHWAY NO. 68 FOR 0.8 MILE
 GZ2142'TO A GRAVEL ROAD LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 GZ2142
 GZ2142                          STATION RECOVERY (1951)
 GZ2142
 GZ2142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ2142'0.6 MI N FROM EXIE.
 GZ2142'ABOUT 0.6 MILES NORTH ALONG U.S. HIGHWAY 68 FROM THE BAPTIST CHURCH
 GZ2142'AT EXIE, ABOUT 0.8 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY
 GZ2142'218, AT THE JUNCTION OF A SIDE ROAD NORTHEAST AND ACROSS HIGHWAY
 GZ2142'FROM LILES GROCERY STORE, 27 1/2 FEET EAST OF THE CENTER LINE
 GZ2142'OF HIGHWAY, 35 FEET SOUTHEAST OF CENTER OF JUNCTION OF ROAD
 GZ2142'NORTHEAST, 18 FEET SOUTH OF THE CENTER LINE OF A DRIVE EAST TO A
 GZ2142'WHITE HOUSE, 1 1/2 FEET WEST OF A POWER POLE WITH A TRANSFORMER,
 GZ2142'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ2142'PROJECTING 3 INCHES.
 GZ2142
 GZ2142                          STATION RECOVERY (2001)
 GZ2142
 GZ2142'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1857 ***********************************************************************
 GZ1857  DESIGNATION -  L 230
 GZ1857  PID         -  GZ1857
 GZ1857  STATE/COUNTY-  KY/CASEY
 GZ1857  USGS QUAD   -  CLEMENTSVILLE (1987)
 GZ1857
 GZ1857                         *CURRENT SURVEY CONTROL
 GZ1857  ___________________________________________________________________
 GZ1857* NAD 83(1986)-  37 15 36.     (N)    085 01 25.     (W)     SCALED    
 GZ1857* NAVD 88     -       322.650  (meters)    1058.56   (feet)  ADJUSTED  
 GZ1857  ___________________________________________________________________
 GZ1857  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GZ1857  DYNAMIC HT  -         322.392 (meters)    1057.71  (feet)  COMP
 GZ1857  MODELED GRAV-     979,820.2   (mgal)                       NAVD 88
 GZ1857
 GZ1857  VERT ORDER  -  SECOND    CLASS 0
 GZ1857
 GZ1857.The horizontal coordinates were scaled from a topographic map and have
 GZ1857.an estimated accuracy of +/- 6 seconds.
 GZ1857
 GZ1857.The orthometric height was determined by differential leveling
 GZ1857.and adjusted by the National Geodetic Survey in June 1991..
 GZ1857
 GZ1857.The geoid height was determined by GEOID03.
 GZ1857
 GZ1857.The dynamic height is computed by dividing the NAVD 88
 GZ1857.geopotential number by the normal gravity value computed on the
 GZ1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1857.degrees latitude (g = 980.6199 gals.).
 GZ1857
 GZ1857.The modeled gravity was interpolated from observed gravity values.
 GZ1857
 GZ1857;                    North         East    Units  Estimated Accuracy
 GZ1857;SPC KY1Z     - 1,103,100.    1,564,430.      MT  (+/- 180 meters Scaled)
 GZ1857
 GZ1857                          SUPERSEDED SURVEY CONTROL
 GZ1857
 GZ1857  NGVD 29 (??/??/92)  322.788  (m)         1059.01   (f) ADJ UNCH    2 0
 GZ1857
 GZ1857.Superseded values are not recommended for survey control.
 GZ1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1857.See file dsdata.txt to determine how the superseded data were derived.
 GZ1857
 GZ1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG752255(NAD 83)
 GZ1857_MARKER: DB = BENCH MARK DISK
 GZ1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1857_STAMPING: L 230 1951 1059.014
 GZ1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1857+STABILITY: SURFACE MOTION
 GZ1857
 GZ1857  HISTORY     - Date     Condition        Report By
 GZ1857  HISTORY     - 1951     MONUMENTED       CGS
 GZ1857  HISTORY     - 1958     GOOD             NGS
 GZ1857
 GZ1857                          STATION DESCRIPTION
 GZ1857
 GZ1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1857'0.5 MI NW FROM RHEBER.
 GZ1857'ABOUT 0.35 MILE NORTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF A
 GZ1857'ROAD SOUTH AND ABELLS STORE AT RHEBER, THENCE ABOUT 0.15 MILE
 GZ1857'WEST ALONG A GRAVEL ROAD, AT THE JUNCTION OF STATE HIGHWAY 206,
 GZ1857'ABOUT 0.2 MILE NORTHWEST OF CHURCH OF NAZARENE AT RHEBER, 32 FEET
 GZ1857'EAST OF THE CENTER LINE OF HIGHWAY, 114 FEET NORTH OF THE CENTER
 GZ1857'LINE OF GRAVEL ROAD EAST, 1 FOOT WEST OF A FENCE LINE, 20 FEET
 GZ1857'NORTH OF A TALL 30-INCH OAK TREE IN FENCE LINE, 98 FEET NORTH
 GZ1857'OF A FENCE CORNER, 95 FEET NORTH OF A POWER POLE, 2 FEET NORTH
 GZ1857'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 GZ1857'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1857'NOTE-- MARK MAY BE REACHED FROM THE SCHOOL AND ROAD JUNCTION AT
 GZ1857'CRESTON BY GOING ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 70,
 GZ1857'THENCE ABOUT .05 MILES SOUTH ALONG STATE HIGHWAY 206.
 GZ1857
 GZ1857                          STATION RECOVERY (1958)
 GZ1857
 GZ1857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1107 ***********************************************************************
 GZ1107  DESIGNATION -  L 231 RESET
 GZ1107  PID         -  GZ1107
 GZ1107  STATE/COUNTY-  KY/PULASKI
 GZ1107  USGS QUAD   -  DELMER (1973)
 GZ1107
 GZ1107                         *CURRENT SURVEY CONTROL
 GZ1107  ___________________________________________________________________
 GZ1107* NAD 83(1986)-  37 02 19.     (N)    084 37 33.     (W)     SCALED    
 GZ1107* NAVD 88     -       278.30   (meters)     913.1    (feet)  RESET     
 GZ1107  ___________________________________________________________________
 GZ1107  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GZ1107
 GZ1107  VERT ORDER  -  THIRD
 GZ1107
 GZ1107.The horizontal coordinates were scaled from a topographic map and have
 GZ1107.an estimated accuracy of +/- 6 seconds.
 GZ1107
 GZ1107.The orthometric height was computed from unverified reset data.
 GZ1107.No vertical observational check was made to the station.
 GZ1107
 GZ1107.The geoid height was determined by GEOID03.
 GZ1107
 GZ1107;                    North         East    Units  Estimated Accuracy
 GZ1107;SPC KY1Z     - 1,078,880.    1,600,010.      MT  (+/- 180 meters Scaled)
 GZ1107
 GZ1107                          SUPERSEDED SURVEY CONTROL
 GZ1107
 GZ1107.No superseded survey control is available for this station.
 GZ1107
 GZ1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG111017(NAD 83)
 GZ1107_MARKER: DB = BENCH MARK DISK
 GZ1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1107_STAMPING: L 231 RESET 1958 913.591
 GZ1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1107+STABILITY: SURFACE MOTION
 GZ1107
 GZ1107  HISTORY     - Date     Condition        Report By
 GZ1107  HISTORY     - 1958     MONUMENTED       CGS
 GZ1107  HISTORY     - 1958     GOOD             NGS
 GZ1107  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 GZ1107
 GZ1107                          STATION DESCRIPTION
 GZ1107
 GZ1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ1107'2.1 MI W FROM ELIHU.
 GZ1107'2.1 MILES WEST ALONG A BLACK TOP ROAD FROM THE CROSSING OF THE
 GZ1107'SOUTHERN RAILROAD AND POST OFFICE AT ELIHU, AT THE JUNCTION OF
 GZ1107'U.S. HIGHWAY 27, 63 FEET EAST OF THE EAST RIGHT-OF-WAY LINE OF NEW
 GZ1107'U.S. HIGHWAY 27, 30 FEET SOUTH OF THE CENTER OF THE ROAD EAST,
 GZ1107'16 FEET WEST OF A 48-INCH POPLAR TREE, ON PROPERTY OWNED BY
 GZ1107'E.G. WALLEN, 5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY LINE, ABOUT
 GZ1107'1 FOOT ABOVE LEVEL OF ROAD EAST.  SET IN CONCRETE POST PROJECTING
 GZ1107'3 INCHES.
 GZ1107
 GZ1107                          STATION RECOVERY (1983)
 GZ1107
 GZ1107'RECOVERY NOTE BY US POWER SQUADRON 1983 (SRW)
 GZ1107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1235 ***********************************************************************
 GB1235  DESIGNATION -  L 232
 GB1235  PID         -  GB1235
 GB1235  STATE/COUNTY-  KY/PULASKI
 GB1235  USGS QUAD   -  BURNSIDE (1982)
 GB1235
 GB1235                         *CURRENT SURVEY CONTROL
 GB1235  ___________________________________________________________________
 GB1235* NAD 83(1986)-  36 58 49.     (N)    084 37 08.     (W)     SCALED    
 GB1235* NAVD 88     -       255.969  (meters)     839.79   (feet)  ADJUSTED  
 GB1235  ___________________________________________________________________
 GB1235  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB1235  DYNAMIC HT  -         255.772 (meters)     839.15  (feet)  COMP
 GB1235  MODELED GRAV-     979,853.9   (mgal)                       NAVD 88
 GB1235
 GB1235  VERT ORDER  -  SECOND    CLASS 0
 GB1235
 GB1235.The horizontal coordinates were scaled from a topographic map and have
 GB1235.an estimated accuracy of +/- 6 seconds.
 GB1235
 GB1235.The orthometric height was determined by differential leveling
 GB1235.and adjusted by the National Geodetic Survey in June 1991..
 GB1235
 GB1235.The geoid height was determined by GEOID03.
 GB1235
 GB1235.The dynamic height is computed by dividing the NAVD 88
 GB1235.geopotential number by the normal gravity value computed on the
 GB1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1235.degrees latitude (g = 980.6199 gals.).
 GB1235
 GB1235.The modeled gravity was interpolated from observed gravity values.
 GB1235
 GB1235;                    North         East    Units  Estimated Accuracy
 GB1235;SPC KY1Z     - 1,072,410.    1,600,710.      MT  (+/- 180 meters Scaled)
 GB1235
 GB1235                          SUPERSEDED SURVEY CONTROL
 GB1235
 GB1235  NGVD 29 (??/??/92)  256.141  (m)          840.36   (f) ADJ UNCH    2 0
 GB1235
 GB1235.Superseded values are not recommended for survey control.
 GB1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1235.See file dsdata.txt to determine how the superseded data were derived.
 GB1235
 GB1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF119953(NAD 83)
 GB1235_MARKER: DB = BENCH MARK DISK
 GB1235_SETTING: 66 = SET IN ROCK OUTCROP
 GB1235_SP_SET: ROCK OUTCROP
 GB1235_STAMPING: L 232 1951 840.356
 GB1235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1235+STABILITY: POSITION/ELEVATION WELL
 GB1235
 GB1235  HISTORY     - Date     Condition        Report By
 GB1235  HISTORY     - 1951     MONUMENTED       CGS
 GB1235  HISTORY     - 1965     GOOD             NGS
 GB1235
 GB1235                          STATION DESCRIPTION
 GB1235
 GB1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1235'0.6 MI S FROM BRONSTON.
 GB1235'ABOUT 0.25 MILE EAST ALONG A BLACK TOP ROAD FROM THE BAPTIST CHURCH
 GB1235'AT BRONSTON, THENCE ABOUT 0.4 MILE SOUTH ALONG A GRAVEL ROAD,
 GB1235'ABOUT 0.1 MILE SOUTHEAST OF NEWELLS CEMETERY, SET IN THE TOP OF
 GB1235'THE NORTHWEST END OF AN OUTCROP OF LIMESTONE IN A PASTURE, 44
 GB1235'FEET NORTHEAST OF THE CENTER LINE OF ROAD, 154 FEET SOUTHEAST
 GB1235'OF A FENCE CORNER, ABOUT 15 FEET SOUTHEAST OF THE EXTENDED CENTER
 GB1235'LINE OF A FARM DRIVE LEADING SOUTHWEST, 24 1/2 FEET NORTHEAST OF
 GB1235'A FENCE LINE AND ABOUT 3 FEET ABOVE THE ROAD.
 GB1235
 GB1235                          STATION RECOVERY (1965)
 GB1235
 GB1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GB1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1247 ***********************************************************************
 GB1247  DESIGNATION -  L 233
 GB1247  PID         -  GB1247
 GB1247  STATE/COUNTY-  KY/WAYNE
 GB1247  USGS QUAD   -  COOPERSVILLE (1983)
 GB1247
 GB1247                         *CURRENT SURVEY CONTROL
 GB1247  ___________________________________________________________________
 GB1247* NAD 83(1986)-  36 51 24.     (N)    084 40 02.     (W)     SCALED    
 GB1247* NAVD 88     -       285.152  (meters)     935.54   (feet)  ADJUSTED  
 GB1247  ___________________________________________________________________
 GB1247  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GB1247  DYNAMIC HT  -         284.927 (meters)     934.80  (feet)  COMP
 GB1247  MODELED GRAV-     979,835.2   (mgal)                       NAVD 88
 GB1247
 GB1247  VERT ORDER  -  SECOND    CLASS 0
 GB1247
 GB1247.The horizontal coordinates were scaled from a topographic map and have
 GB1247.an estimated accuracy of +/- 6 seconds.
 GB1247
 GB1247.The orthometric height was determined by differential leveling
 GB1247.and adjusted by the National Geodetic Survey in June 1991..
 GB1247
 GB1247.The geoid height was determined by GEOID03.
 GB1247
 GB1247.The dynamic height is computed by dividing the NAVD 88
 GB1247.geopotential number by the normal gravity value computed on the
 GB1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1247.degrees latitude (g = 980.6199 gals.).
 GB1247
 GB1247.The modeled gravity was interpolated from observed gravity values.
 GB1247
 GB1247;                    North         East    Units  Estimated Accuracy
 GB1247;SPC KY1Z     - 1,058,640.    1,596,560.      MT  (+/- 180 meters Scaled)
 GB1247
 GB1247                          SUPERSEDED SURVEY CONTROL
 GB1247
 GB1247  NGVD 29 (??/??/92)  285.308  (m)          936.05   (f) ADJ UNCH    2 0
 GB1247
 GB1247.Superseded values are not recommended for survey control.
 GB1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1247.See file dsdata.txt to determine how the superseded data were derived.
 GB1247
 GB1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF079815(NAD 83)
 GB1247_MARKER: DB = BENCH MARK DISK
 GB1247_SETTING: 66 = SET IN ROCK OUTCROP
 GB1247_SP_SET: ROCK OUTCROP
 GB1247_STAMPING: L 233 1951 936.048
 GB1247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1247+STABILITY: POSITION/ELEVATION WELL
 GB1247
 GB1247  HISTORY     - Date     Condition        Report By
 GB1247  HISTORY     - 1951     MONUMENTED       CGS
 GB1247  HISTORY     - 1957     GOOD             NGS
 GB1247
 GB1247                          STATION DESCRIPTION
 GB1247
 GB1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1247'0.9 MI S FROM DELTA.
 GB1247'ABOUT 0.9 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1247'AND ROAD JUNCTION AT DELTA, ON WEST SLOPE OF A HILL AND AT A
 GB1247'POINT WHERE POWER LINE IS PARALLEL TO AND OVER CENTER OF ROAD,
 GB1247'SET IN THE TOP OF AN OUTCROPPING LIMESTONE LEDGE, 15 1/2 FEET
 GB1247'NORTH OF THE CENTER LINE OF ROAD, 97 FEET WEST OF THE NORTH
 GB1247'END OF AN 18-INCH PIPE CULVERT UNDER ROAD, 30 FEET WEST OF A
 GB1247'10-INCH TRIANGLE CHISELED IN FACE OF LEDGE, AND ABOUT 3 1/2
 GB1247'FEET ABOVE ROAD.  NOTE-- MARK IS ABOUT 0.75 MILE NORTHEAST
 GB1247'OF CEDAR HILL SCHOOL.
 GB1247
 GB1247                          STATION RECOVERY (1957)
 GB1247
 GB1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1248 ***********************************************************************
 GB1248  DESIGNATION -  L 233 RESET 1966
 GB1248  PID         -  GB1248
 GB1248  STATE/COUNTY-  KY/WAYNE
 GB1248  USGS QUAD   -  COOPERSVILLE (1983)
 GB1248
 GB1248                         *CURRENT SURVEY CONTROL
 GB1248  ___________________________________________________________________
 GB1248* NAD 83(1986)-  36 51 24.     (N)    084 40 02.     (W)     SCALED    
 GB1248* NAVD 88     -       288.00   (meters)     944.9    (feet)  RESET     
 GB1248  ___________________________________________________________________
 GB1248  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GB1248
 GB1248  VERT ORDER  -  THIRD
 GB1248
 GB1248.The horizontal coordinates were scaled from a topographic map and have
 GB1248.an estimated accuracy of +/- 6 seconds.
 GB1248
 GB1248.The orthometric height was computed from unverified reset data.
 GB1248.No vertical observational check was made to the station.
 GB1248
 GB1248.The geoid height was determined by GEOID03.
 GB1248
 GB1248;                    North         East    Units  Estimated Accuracy
 GB1248;SPC KY1Z     - 1,058,640.    1,596,560.      MT  (+/- 180 meters Scaled)
 GB1248
 GB1248                          SUPERSEDED SURVEY CONTROL
 GB1248
 GB1248  NGVD 29 (??/??/??)  288.16   (m)          945.4    (f) RESET       3  
 GB1248
 GB1248.Superseded values are not recommended for survey control.
 GB1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1248.See file dsdata.txt to determine how the superseded data were derived.
 GB1248
 GB1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF079815(NAD 83)
 GB1248_MARKER: DB = BENCH MARK DISK
 GB1248_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GB1248_SP_SET: UNSPECIFIED ROCK
 GB1248_STAMPING: L 233 RESET 1966
 GB1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1248
 GB1248  HISTORY     - Date     Condition        Report By
 GB1248  HISTORY     - 1966     MONUMENTED       KYHD
 GB1248  HISTORY     - 1966     MARK NOT FOUND   KYHD
 GB1248
 GB1248                          STATION DESCRIPTION
 GB1248
 GB1248'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GB1248'0.9 MI S FROM DELTA.
 GB1248'ABOUT 0.9 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1248'AT DELTA, ABOUT 0.75 MILE NORTHEAST OF CEDAR HILL SCHOOL, ON
 GB1248'THE WEST SLOPE OF A HILL AND AT A POINT WHERE THE POWER LINE
 GB1248'IS PARALLEL TO AND OVER THE CENTER OF THE ROAD, 15 1/2 FEET
 GB1248'NORTH OF THE CENTER LINE OF THE ROAD, 97 FEET WEST OF THE NORTH
 GB1248'END OF AN 18-INCH PIPE CULVERT UNDER THE ROAD, 30 FEET WEST OF
 GB1248'A 10-INCH TRIANGLE CHISELED IN FACE OF A LEDGE, ABOUT 3 FEET
 GB1248'ABOVE THE LEVEL OF THE ROAD.  NOTE-- THE RESET MARK IS SET IN THE
 GB1248'TOP OF A ROCK 24 FEET NORTHEAST OF THE ORIGINAL LOCATION.
 GB1248
 GB1248                          STATION RECOVERY (1966)
 GB1248
 GB1248'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1966
 GB1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1099 ***********************************************************************
 GB1099  DESIGNATION -  L 234
 GB1099  PID         -  GB1099
 GB1099  STATE/COUNTY-  KY/WAYNE
 GB1099  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1099
 GB1099                         *CURRENT SURVEY CONTROL
 GB1099  ___________________________________________________________________
 GB1099* NAD 83(1986)-  36 39 27.     (N)    084 48 25.     (W)     SCALED    
 GB1099* NAVD 88     -       296.513  (meters)     972.81   (feet)  ADJUSTED  
 GB1099  ___________________________________________________________________
 GB1099  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GB1099  DYNAMIC HT  -         296.273 (meters)     972.02  (feet)  COMP
 GB1099  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 GB1099
 GB1099  VERT ORDER  -  SECOND    CLASS 0
 GB1099
 GB1099.The horizontal coordinates were scaled from a topographic map and have
 GB1099.an estimated accuracy of +/- 6 seconds.
 GB1099
 GB1099.The orthometric height was determined by differential leveling
 GB1099.and adjusted by the National Geodetic Survey in June 1991..
 GB1099
 GB1099.The geoid height was determined by GEOID03.
 GB1099
 GB1099.The dynamic height is computed by dividing the NAVD 88
 GB1099.geopotential number by the normal gravity value computed on the
 GB1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1099.degrees latitude (g = 980.6199 gals.).
 GB1099
 GB1099.The modeled gravity was interpolated from observed gravity values.
 GB1099
 GB1099;                    North         East    Units  Estimated Accuracy
 GB1099;SPC KY1Z     - 1,036,410.    1,584,330.      MT  (+/- 180 meters Scaled)
 GB1099
 GB1099                          SUPERSEDED SURVEY CONTROL
 GB1099
 GB1099  NGVD 29 (??/??/92)  296.655  (m)          973.28   (f) ADJ UNCH    2 0
 GB1099
 GB1099.Superseded values are not recommended for survey control.
 GB1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1099.See file dsdata.txt to determine how the superseded data were derived.
 GB1099
 GB1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF960591(NAD 83)
 GB1099_MARKER: DB = BENCH MARK DISK
 GB1099_SETTING: 66 = SET IN ROCK OUTCROP
 GB1099_SP_SET: ROCK OUTCROP
 GB1099_STAMPING: L 234 1951 973.276
 GB1099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1099+STABILITY: POSITION/ELEVATION WELL
 GB1099
 GB1099  HISTORY     - Date     Condition        Report By
 GB1099  HISTORY     - 1951     MONUMENTED       CGS
 GB1099  HISTORY     - 1952     GOOD             NGS
 GB1099  HISTORY     - 1958     GOOD             NGS
 GB1099
 GB1099                          STATION DESCRIPTION
 GB1099
 GB1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GB1099'AT MT PISGAH.
 GB1099'AT MT. PISGAH, ABOUT 0.5 MILE EAST ALONG A DIRT ROAD FROM THE
 GB1099'POST OFFICE, AT THE JUNCTION OF A ROAD SOUTHEAST, NORTH AND
 GB1099'ACROSS ROAD FROM MT. PISGAH SCHOOL WHICH IS LOCATED ALONG ROAD
 GB1099'SOUTHEAST, IN THE TOP OF AN OUTCROP OF LIMESTONE ABOUT 14 BY 5
 GB1099'FEET, 28 FEET NORTH OF CENTER LINE OF ROAD, 76 FEET NORTHEAST
 GB1099'OF CENTER OF JUNCTION, 63 FEET NORTH-NORTHWEST AND ACROSS ROAD
 GB1099'FROM NORTHWEST CORNER OF AN OLD STORE BUILDING, 16 FEET SOUTHWEST
 GB1099'OF AN OIL WELL (ABANDONED) AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
 GB1099
 GB1099                          STATION RECOVERY (1958)
 GB1099
 GB1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1103 ***********************************************************************
 GB1103  DESIGNATION -  L 235
 GB1103  PID         -  GB1103
 GB1103  STATE/COUNTY-  KY/WAYNE
 GB1103  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1103
 GB1103                         *CURRENT SURVEY CONTROL
 GB1103  ___________________________________________________________________
 GB1103* NAD 83(1986)-  36 40 35.     (N)    084 46 00.     (W)     SCALED    
 GB1103* NAVD 88     -       302.942  (meters)     993.90   (feet)  ADJUSTED  
 GB1103  ___________________________________________________________________
 GB1103  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB1103  DYNAMIC HT  -         302.698 (meters)     993.10  (feet)  COMP
 GB1103  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 GB1103
 GB1103  VERT ORDER  -  SECOND    CLASS 0
 GB1103
 GB1103.The horizontal coordinates were scaled from a topographic map and have
 GB1103.an estimated accuracy of +/- 6 seconds.
 GB1103
 GB1103.The orthometric height was determined by differential leveling
 GB1103.and adjusted by the National Geodetic Survey in June 1991..
 GB1103
 GB1103.The geoid height was determined by GEOID03.
 GB1103
 GB1103.The dynamic height is computed by dividing the NAVD 88
 GB1103.geopotential number by the normal gravity value computed on the
 GB1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1103.degrees latitude (g = 980.6199 gals.).
 GB1103
 GB1103.The modeled gravity was interpolated from observed gravity values.
 GB1103
 GB1103;                    North         East    Units  Estimated Accuracy
 GB1103;SPC KY1Z     - 1,038,540.    1,587,910.      MT  (+/- 180 meters Scaled)
 GB1103
 GB1103                          SUPERSEDED SURVEY CONTROL
 GB1103
 GB1103  NGVD 29 (??/??/92)  303.084  (m)          994.37   (f) ADJ UNCH    2 0
 GB1103
 GB1103.Superseded values are not recommended for survey control.
 GB1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1103.See file dsdata.txt to determine how the superseded data were derived.
 GB1103
 GB1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF995612(NAD 83)
 GB1103_MARKER: DB = BENCH MARK DISK
 GB1103_SETTING: 66 = SET IN ROCK OUTCROP
 GB1103_SP_SET: ROCK OUTCROP
 GB1103_STAMPING: L 235 1951 994.368
 GB1103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1103+STABILITY: POSITION/ELEVATION WELL
 GB1103
 GB1103  HISTORY     - Date     Condition        Report By
 GB1103  HISTORY     - 1951     MONUMENTED       CGS
 GB1103  HISTORY     - 1958     GOOD             NGS
 GB1103
 GB1103                          STATION DESCRIPTION
 GB1103
 GB1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1103'1 MI SW FROM PARMLEYSVILLE.
 GB1103'ABOUT 0.95 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE
 GB1103'AT PARMLEYSVILLE, ABOUT 0.45 MILE SOUTHWEST OF A DIM ROAD WEST,
 GB1103'AT THE JUNCTION OF A DIM ROAD WEST, IN THE TOP OF AN OUTCROP
 GB1103'OF ROCK ABOUT 7 BY 5 FEET, 24 FEET NORTHWEST OF CENTER LINE OF
 GB1103'ROAD, ABOUT 0.1 MILE NORTHEAST OF A SCHOOL, 59 FEET NORTHEAST
 GB1103'OF CENTER OF JUNCTION, 51 FEET WEST-NORTHWEST AND ACROSS ROAD
 GB1103'FROM A TRIANGULAR BLAZED 12-INCH OAK TREE, 6 FEET NORTH OF A
 GB1103'FENCE CORNER AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 GB1103
 GB1103                          STATION RECOVERY (1958)
 GB1103
 GB1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0868 ***********************************************************************
 GZ0868  DESIGNATION -  L 236
 GZ0868  PID         -  GZ0868
 GZ0868  STATE/COUNTY-  KY/CASEY
 GZ0868  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0868
 GZ0868                         *CURRENT SURVEY CONTROL
 GZ0868  ___________________________________________________________________
 GZ0868* NAD 83(1986)-  37 25 25.     (N)    084 52 08.     (W)     SCALED    
 GZ0868* NAVD 88     -       276.836  (meters)     908.25   (feet)  ADJUSTED  
 GZ0868  ___________________________________________________________________
 GZ0868  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GZ0868  DYNAMIC HT  -         276.621 (meters)     907.55  (feet)  COMP
 GZ0868  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 GZ0868
 GZ0868  VERT ORDER  -  SECOND    CLASS 0
 GZ0868
 GZ0868.The horizontal coordinates were scaled from a topographic map and have
 GZ0868.an estimated accuracy of +/- 6 seconds.
 GZ0868
 GZ0868.The orthometric height was determined by differential leveling
 GZ0868.and adjusted by the National Geodetic Survey in June 1991..
 GZ0868
 GZ0868.The geoid height was determined by GEOID03.
 GZ0868
 GZ0868.The dynamic height is computed by dividing the NAVD 88
 GZ0868.geopotential number by the normal gravity value computed on the
 GZ0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0868.degrees latitude (g = 980.6199 gals.).
 GZ0868
 GZ0868.The modeled gravity was interpolated from observed gravity values.
 GZ0868
 GZ0868;                    North         East    Units  Estimated Accuracy
 GZ0868;SPC KY1Z     - 1,121,370.    1,577,990.      MT  (+/- 180 meters Scaled)
 GZ0868
 GZ0868                          SUPERSEDED SURVEY CONTROL
 GZ0868
 GZ0868  NGVD 29 (??/??/92)  276.975  (m)          908.71   (f) ADJ UNCH    2 0
 GZ0868
 GZ0868.Superseded values are not recommended for survey control.
 GZ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0868.See file dsdata.txt to determine how the superseded data were derived.
 GZ0868
 GZ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG885439(NAD 83)
 GZ0868_MARKER: DB = BENCH MARK DISK
 GZ0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0868_SP_SET: CULVERT
 GZ0868_STAMPING: L 236 1951 908.709
 GZ0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0868
 GZ0868  HISTORY     - Date     Condition        Report By
 GZ0868  HISTORY     - 1951     MONUMENTED       CGS
 GZ0868  HISTORY     - 1958     GOOD             NGS
 GZ0868  HISTORY     - 1981     GOOD             KYDT
 GZ0868
 GZ0868                          STATION DESCRIPTION
 GZ0868
 GZ0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0868'1.1 MI NW FROM KIDDS STORE.
 GZ0868'ABOUT 1.1 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE
 GZ0868'JUNCTION OF STATE HIGHWAY 35 AND POST OFFICE AT KIDDS STORE,
 GZ0868'SET IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL OF A
 GZ0868'6-FOOT CONCRETE CULVERT, 13 1/2 FEET NORTH OF THE CENTER LINE
 GZ0868'OF BLACK TOP ROAD, 30 YARDS WEST OF A DRIVE NORTH TO A BARN,
 GZ0868'50 YARDS WEST OF A DRIVE NORTH TO A FARM HOUSE, AND ABOUT LEVEL
 GZ0868'WITH ROAD.
 GZ0868
 GZ0868                          STATION RECOVERY (1958)
 GZ0868
 GZ0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0868'RECOVERED IN GOOD CONDITION.
 GZ0868
 GZ0868                          STATION RECOVERY (1981)
 GZ0868
 GZ0868'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1673 ***********************************************************************
 GZ1673  DESIGNATION -  L 237
 GZ1673  PID         -  GZ1673
 GZ1673  STATE/COUNTY-  KY/ADAIR
 GZ1673  USGS QUAD   -  KNIFLEY (1970)
 GZ1673
 GZ1673                         *CURRENT SURVEY CONTROL
 GZ1673  ___________________________________________________________________
 GZ1673* NAD 83(1986)-  37 14 54.     (N)    085 10 24.     (W)     SCALED    
 GZ1673* NAVD 88     -       221.113  (meters)     725.43   (feet)  ADJUSTED  
 GZ1673  ___________________________________________________________________
 GZ1673  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GZ1673  DYNAMIC HT  -         220.936 (meters)     724.85  (feet)  COMP
 GZ1673  MODELED GRAV-     979,824.5   (mgal)                       NAVD 88
 GZ1673
 GZ1673  VERT ORDER  -  SECOND    CLASS 0
 GZ1673
 GZ1673.The horizontal coordinates were scaled from a topographic map and have
 GZ1673.an estimated accuracy of +/- 6 seconds.
 GZ1673
 GZ1673.The orthometric height was determined by differential leveling
 GZ1673.and adjusted by the National Geodetic Survey in June 1991..
 GZ1673
 GZ1673.The geoid height was determined by GEOID03.
 GZ1673
 GZ1673.The dynamic height is computed by dividing the NAVD 88
 GZ1673.geopotential number by the normal gravity value computed on the
 GZ1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1673.degrees latitude (g = 980.6199 gals.).
 GZ1673
 GZ1673.The modeled gravity was interpolated from observed gravity values.
 GZ1673
 GZ1673;                    North         East    Units  Estimated Accuracy
 GZ1673;SPC KY1Z     - 1,101,710.    1,551,160.      MT  (+/- 180 meters Scaled)
 GZ1673
 GZ1673                          SUPERSEDED SURVEY CONTROL
 GZ1673
 GZ1673  NGVD 29 (??/??/92)  221.256  (m)          725.90   (f) ADJ UNCH    2 0
 GZ1673
 GZ1673.Superseded values are not recommended for survey control.
 GZ1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1673.See file dsdata.txt to determine how the superseded data were derived.
 GZ1673
 GZ1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG620239(NAD 83)
 GZ1673_MARKER: DB = BENCH MARK DISK
 GZ1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1673_STAMPING: L 237 1951 725.904
 GZ1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1673+STABILITY: SURFACE MOTION
 GZ1673
 GZ1673  HISTORY     - Date     Condition        Report By
 GZ1673  HISTORY     - 1951     MONUMENTED       CGS
 GZ1673  HISTORY     - 1958     GOOD             NGS
 GZ1673  HISTORY     - 20050823 MARK NOT FOUND   KYTC
 GZ1673
 GZ1673                          STATION DESCRIPTION
 GZ1673
 GZ1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1673'1.2 MI NE FROM KNIFLEY.
 GZ1673'ABOUT 1.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST
 GZ1673'OFFICE AND INTERSECTION OF STATE HIGHWAY 76 AT KNIFLEY, 32
 GZ1673'FEET NORTHWEST OF THE CENTER LINE OF ROAD ON THE OUTSIDE OF A
 GZ1673'CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHEAST, 11 FEET
 GZ1673'NORTHEAST OF THE CENTER LINE OF A DIM TRAIL NORTHWEST, 15 1/2
 GZ1673'FEET SOUTHEAST OF A 22-INCH MAPLE TREE, 2 FEET NORTHEAST OF A
 GZ1673'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET
 GZ1673'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1673
 GZ1673                          STATION RECOVERY (1958)
 GZ1673
 GZ1673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1673'RECOVERED IN GOOD CONDITION.
 GZ1673
 GZ1673                          STATION RECOVERY (2005)
 GZ1673
 GZ1673'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1711 ***********************************************************************
 GZ1711  DESIGNATION -  L 238
 GZ1711  PID         -  GZ1711
 GZ1711  STATE/COUNTY-  KY/RUSSELL
 GZ1711  USGS QUAD   -  RUSSELL SPRINGS (1973)
 GZ1711
 GZ1711                         *CURRENT SURVEY CONTROL
 GZ1711  ___________________________________________________________________
 GZ1711* NAD 83(1986)-  37 06 13.     (N)    085 03 33.     (W)     SCALED    
 GZ1711* NAVD 88     -       311.022  (meters)    1020.41   (feet)  ADJUSTED  
 GZ1711  ___________________________________________________________________
 GZ1711  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GZ1711  DYNAMIC HT  -         310.769 (meters)    1019.58  (feet)  COMP
 GZ1711  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 GZ1711
 GZ1711  VERT ORDER  -  SECOND    CLASS 0
 GZ1711
 GZ1711.The horizontal coordinates were scaled from a topographic map and have
 GZ1711.an estimated accuracy of +/- 6 seconds.
 GZ1711
 GZ1711.The orthometric height was determined by differential leveling
 GZ1711.and adjusted by the National Geodetic Survey in June 1991..
 GZ1711
 GZ1711.The geoid height was determined by GEOID03.
 GZ1711
 GZ1711.The dynamic height is computed by dividing the NAVD 88
 GZ1711.geopotential number by the normal gravity value computed on the
 GZ1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1711.degrees latitude (g = 980.6199 gals.).
 GZ1711
 GZ1711.The modeled gravity was interpolated from observed gravity values.
 GZ1711
 GZ1711;                    North         East    Units  Estimated Accuracy
 GZ1711;SPC KY1Z     - 1,085,720.    1,561,410.      MT  (+/- 180 meters Scaled)
 GZ1711
 GZ1711                          SUPERSEDED SURVEY CONTROL
 GZ1711
 GZ1711  NGVD 29 (??/??/92)  311.167  (m)         1020.89   (f) ADJ UNCH    2 0
 GZ1711
 GZ1711.Superseded values are not recommended for survey control.
 GZ1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1711.See file dsdata.txt to determine how the superseded data were derived.
 GZ1711
 GZ1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG724081(NAD 83)
 GZ1711_MARKER: DB = BENCH MARK DISK
 GZ1711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1711_SP_SET: CULVERT
 GZ1711_STAMPING: L 238 1951 1020.887
 GZ1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1711
 GZ1711  HISTORY     - Date     Condition        Report By
 GZ1711  HISTORY     - 1951     MONUMENTED       CGS
 GZ1711  HISTORY     - 1958     GOOD             NGS
 GZ1711
 GZ1711                          STATION DESCRIPTION
 GZ1711
 GZ1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1711'3.4 MI NE FROM RUSSELL SPRINGS.
 GZ1711'ABOUT 0.65 MILE EAST ALONG STATE HIGHWAY 80 FROM THE SCHOOL
 GZ1711'AT RUSSELL SPRINGS, THENCE ABOUT 2.75 MILES NORTH ALONG STATE
 GZ1711'HIGHWAY 35, ABOUT 105 YARDS NORTH OF THE JUNCTION OF A GRAVEL
 GZ1711'ROAD WEST, SET IN THE TOP OF THE NORTH END OF THE WEST HEAD
 GZ1711'WALL OF A 4-FOOT CONCRETE BOX CULVERT, 15 FEET WEST OF THE
 GZ1711'CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 GZ1711
 GZ1711                          STATION RECOVERY (1958)
 GZ1711
 GZ1711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1480 ***********************************************************************
 GB1480  DESIGNATION -  L 239
 GB1480  PID         -  GB1480
 GB1480  STATE/COUNTY-  KY/RUSSELL
 GB1480  USGS QUAD   -  JAMESTOWN (1978)
 GB1480
 GB1480                         *CURRENT SURVEY CONTROL
 GB1480  ___________________________________________________________________
 GB1480* NAD 83(1986)-  36 55 20.     (N)    085 06 19.     (W)     SCALED    
 GB1480* NAVD 88     -       315.009  (meters)    1033.49   (feet)  ADJUSTED  
 GB1480  ___________________________________________________________________
 GB1480  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GB1480  DYNAMIC HT  -         314.746 (meters)    1032.63  (feet)  COMP
 GB1480  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 GB1480
 GB1480  VERT ORDER  -  SECOND    CLASS 0
 GB1480
 GB1480.The horizontal coordinates were scaled from a topographic map and have
 GB1480.an estimated accuracy of +/- 6 seconds.
 GB1480
 GB1480.The orthometric height was determined by differential leveling
 GB1480.and adjusted by the National Geodetic Survey in June 1991..
 GB1480
 GB1480.The geoid height was determined by GEOID03.
 GB1480
 GB1480.The dynamic height is computed by dividing the NAVD 88
 GB1480.geopotential number by the normal gravity value computed on the
 GB1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1480.degrees latitude (g = 980.6199 gals.).
 GB1480
 GB1480.The modeled gravity was interpolated from observed gravity values.
 GB1480
 GB1480;                    North         East    Units  Estimated Accuracy
 GB1480;SPC KY1Z     - 1,065,560.    1,557,450.      MT  (+/- 180 meters Scaled)
 GB1480
 GB1480                          SUPERSEDED SURVEY CONTROL
 GB1480
 GB1480  NGVD 29 (??/??/92)  315.149  (m)         1033.95   (f) ADJ UNCH    2 0
 GB1480
 GB1480.Superseded values are not recommended for survey control.
 GB1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1480.See file dsdata.txt to determine how the superseded data were derived.
 GB1480
 GB1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF687879(NAD 83)
 GB1480_MARKER: DB = BENCH MARK DISK
 GB1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1480_STAMPING: L 239 1951 1033.951
 GB1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1480+STABILITY: SURFACE MOTION
 GB1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB1480+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1480
 GB1480  HISTORY     - Date     Condition        Report By
 GB1480  HISTORY     - 1951     MONUMENTED       CGS
 GB1480  HISTORY     - 1958     GOOD             NGS
 GB1480  HISTORY     - 20040309 GOOD             KYDT
 GB1480
 GB1480                          STATION DESCRIPTION
 GB1480
 GB1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1480'AT SEWELLTON.
 GB1480'AT SEWELLTON, AT THE JUNCTION OF STATE HIGHWAYS 35 AND 55,
 GB1480'ABOUT 0.2 MILE NORTH OF THE POST OFFICE AT SEWELLTON, ABOUT 80
 GB1480'YARDS SOUTHEAST OF THE CENTER OF TRIANGLE FORMED BY THE JUNCTION,
 GB1480'30 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY 35 LEADING
 GB1480'SOUTHEAST, 1 FOOT NORTHEAST OF A FENCE LINE, 41 FEET SOUTHEAST
 GB1480'OF A FENCE CORNER, 95 1/2 FEET SOUTH-SOUTHEAST OF THE EAST
 GB1480'CORNER OF A CONCRETE BLOCK BUILDING HOUSING A TEXACO SERVICE STATION,
 GB1480'26 FEET SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER
 GB1480'AND BRANCH LINE TO STATION, ABOUT 1 1/2 FEET BELOW HIGHWAY 35
 GB1480'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1480
 GB1480                          STATION RECOVERY (1958)
 GB1480
 GB1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1480'RECOVERED IN GOOD CONDITION.
 GB1480
 GB1480                          STATION RECOVERY (2004)
 GB1480
 GB1480'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1480'MARK IS 9.6 FEET EAST OF POWER POLE, 2.7 FEET SOUTHWEST OF NORTHEAST
 GB1480'GUY WIRE ANCHOR, BURIED 3 INCHES. OLD GAS STATION NOW VACANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0460 ***********************************************************************
 HB0460  DESIGNATION -  L 24 L 8 RM PAS
 HB0460  PID         -  HB0460
 HB0460  STATE/COUNTY-  KY/MCCRACKEN
 HB0460  USGS QUAD   -  PADUCAH WEST (1982)
 HB0460
 HB0460                         *CURRENT SURVEY CONTROL
 HB0460  ___________________________________________________________________
 HB0460* NAD 83(1986)-  37 03 28.     (N)    088 39 11.     (W)     SCALED    
 HB0460* NAVD 88     -       124.20   (+/-2cm)     407.5    (feet)  VERTCON   
 HB0460  ___________________________________________________________________
 HB0460  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HB0460
 HB0460  VERT ORDER  -  ? (See Below)
 HB0460
 HB0460.The horizontal coordinates were scaled from a topographic map and have
 HB0460.an estimated accuracy of +/- 6 seconds.
 HB0460
 HB0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0460.The vertical order pertains to the NGVD 29 superseded value.
 HB0460
 HB0460.The geoid height was determined by GEOID03.
 HB0460
 HB0460;                    North         East    Units  Estimated Accuracy
 HB0460;SPC KY1Z     - 1,084,420.    1,241,830.      MT  (+/- 180 meters Scaled)
 HB0460
 HB0460                          SUPERSEDED SURVEY CONTROL
 HB0460
 HB0460  NGVD 29 (??/??/??)  124.203  (m)          407.49   (f) ADJUSTED    ?  
 HB0460
 HB0460.Superseded values are not recommended for survey control.
 HB0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0460.See file dsdata.txt to determine how the superseded data were derived.
 HB0460
 HB0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG530025(NAD 83)
 HB0460_MARKER: Q = CHISELED SQUARE
 HB0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0460_SP_SET: CULVERT
 HB0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0460
 HB0460  HISTORY     - Date     Condition        Report By
 HB0460  HISTORY     - UNK      MONUMENTED       PAS
 HB0460  HISTORY     - 1965     GOOD             PAS
 HB0460  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 HB0460  HISTORY     - 20050601 MARK NOT FOUND   KYDT
 HB0460
 HB0460                          STATION DESCRIPTION
 HB0460
 HB0460'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HB0460'1.7 MI SW FROM PADUCAH.
 HB0460'ABOUT 500.0 FEET NORTH-NORTHEAST OF I24-L8-1965 AND 33.5 FEET
 HB0460'SOUTH OF U.S. HIGHWAY 62 AND KENNEDY DRIVE INTERSECTION.  A
 HB0460'CHISELED SQUARE ON THE SOUTHWEST CORNER OF AN L SHAPED CULVERT.
 HB0460
 HB0460                          STATION RECOVERY (2003)
 HB0460
 HB0460'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0460'SUSPECT MARK DESTROYED WHEN US 62 WAS WIDENED AT I-24
 HB0460
 HB0460                          STATION RECOVERY (2005)
 HB0460
 HB0460'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0460'THIS HEAD WALL WAS DESTROYED DURING ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1847 ***********************************************************************
 GZ1847  DESIGNATION -  L 240
 GZ1847  PID         -  GZ1847
 GZ1847  STATE/COUNTY-  KY/ADAIR
 GZ1847  USGS QUAD   -  MONTPELIER (1976)
 GZ1847
 GZ1847                         *CURRENT SURVEY CONTROL
 GZ1847  ___________________________________________________________________
 GZ1847* NAD 83(1986)-  37 03 33.     (N)    085 11 46.     (W)     SCALED    
 GZ1847* NAVD 88     -       241.820  (meters)     793.37   (feet)  ADJUSTED  
 GZ1847  ___________________________________________________________________
 GZ1847  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GZ1847  DYNAMIC HT  -         241.624 (meters)     792.73  (feet)  COMP
 GZ1847  MODELED GRAV-     979,815.8   (mgal)                       NAVD 88
 GZ1847
 GZ1847  VERT ORDER  -  SECOND    CLASS 0
 GZ1847
 GZ1847.The horizontal coordinates were scaled from a topographic map and have
 GZ1847.an estimated accuracy of +/- 6 seconds.
 GZ1847
 GZ1847.The orthometric height was determined by differential leveling
 GZ1847.and adjusted by the National Geodetic Survey in June 1991..
 GZ1847
 GZ1847.The geoid height was determined by GEOID03.
 GZ1847
 GZ1847.The dynamic height is computed by dividing the NAVD 88
 GZ1847.geopotential number by the normal gravity value computed on the
 GZ1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1847.degrees latitude (g = 980.6199 gals.).
 GZ1847
 GZ1847.The modeled gravity was interpolated from observed gravity values.
 GZ1847
 GZ1847;                    North         East    Units  Estimated Accuracy
 GZ1847;SPC KY1Z     - 1,080,700.    1,549,260.      MT  (+/- 180 meters Scaled)
 GZ1847
 GZ1847                          SUPERSEDED SURVEY CONTROL
 GZ1847
 GZ1847  NGVD 29 (??/??/92)  241.972  (m)          793.87   (f) ADJ UNCH    2 0
 GZ1847
 GZ1847.Superseded values are not recommended for survey control.
 GZ1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1847.See file dsdata.txt to determine how the superseded data were derived.
 GZ1847
 GZ1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG603029(NAD 83)
 GZ1847_MARKER: DB = BENCH MARK DISK
 GZ1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1847_STAMPING: L 240 1951 973.870
 GZ1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1847+STABILITY: SURFACE MOTION
 GZ1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1847+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 GZ1847
 GZ1847  HISTORY     - Date     Condition        Report By
 GZ1847  HISTORY     - 1951     MONUMENTED       CGS
 GZ1847  HISTORY     - 1958     GOOD             NGS
 GZ1847  HISTORY     - 20050823 GOOD             KYTC
 GZ1847
 GZ1847                          STATION DESCRIPTION
 GZ1847
 GZ1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1847'7 MI SE FROM COLUMBIA.
 GZ1847'ABOUT 5.15 MILES EAST ALONG STATE HIGHWAY 80 FROM THE COURT HOUSE
 GZ1847'AT COLUMBIA, THENCE ABOUT 1.85 MILES SOUTHEAST ALONG A GRAVEL
 GZ1847'ROAD, AT WHITE OAK CHURCH, ABOUT 100 YARDS NORTHEAST OF ROAD,
 GZ1847'ABOUT 50 YARDS NORTHEAST OF A CREEK BRANCH, 3 1/2 FEET EAST OF THE
 GZ1847'SOUTH CORNER OF CHURCH BUILDING, 44 FEET WEST OF A 30-INCH OAK
 GZ1847'TREE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ1847
 GZ1847                          STATION RECOVERY (1958)
 GZ1847
 GZ1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1847'RECOVERED IN GOOD CONDITION.
 GZ1847
 GZ1847                          STATION RECOVERY (2005)
 GZ1847
 GZ1847'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1438 ***********************************************************************
 GZ1438  DESIGNATION -  L 241
 GZ1438  PID         -  GZ1438
 GZ1438  STATE/COUNTY-  KY/RUSSELL
 GZ1438  USGS QUAD   -  RUSSELL SPRINGS (1973)
 GZ1438
 GZ1438                         *CURRENT SURVEY CONTROL
 GZ1438  ___________________________________________________________________
 GZ1438* NAD 83(1986)-  37 04 23.     (N)    085 02 39.     (W)     SCALED    
 GZ1438* NAVD 88     -       324.784  (meters)    1065.56   (feet)  ADJUSTED  
 GZ1438  ___________________________________________________________________
 GZ1438  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GZ1438  DYNAMIC HT  -         324.518 (meters)    1064.69  (feet)  COMP
 GZ1438  MODELED GRAV-     979,800.8   (mgal)                       NAVD 88
 GZ1438
 GZ1438  VERT ORDER  -  FIRST     CLASS I
 GZ1438
 GZ1438.The horizontal coordinates were scaled from a topographic map and have
 GZ1438.an estimated accuracy of +/- 6 seconds.
 GZ1438
 GZ1438.The orthometric height was determined by differential leveling
 GZ1438.and adjusted by the National Geodetic Survey in June 1991..
 GZ1438
 GZ1438.The geoid height was determined by GEOID03.
 GZ1438
 GZ1438.The dynamic height is computed by dividing the NAVD 88
 GZ1438.geopotential number by the normal gravity value computed on the
 GZ1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1438.degrees latitude (g = 980.6199 gals.).
 GZ1438
 GZ1438.The modeled gravity was interpolated from observed gravity values.
 GZ1438
 GZ1438;                    North         East    Units  Estimated Accuracy
 GZ1438;SPC KY1Z     - 1,082,340.    1,562,770.      MT  (+/- 180 meters Scaled)
 GZ1438
 GZ1438                          SUPERSEDED SURVEY CONTROL
 GZ1438
 GZ1438  NGVD 29 (??/??/92)  324.930  (m)         1066.04   (f) ADJ UNCH    1 1
 GZ1438
 GZ1438.Superseded values are not recommended for survey control.
 GZ1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1438.See file dsdata.txt to determine how the superseded data were derived.
 GZ1438
 GZ1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG738047(NAD 83)
 GZ1438_MARKER: DB = BENCH MARK DISK
 GZ1438_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ1438_SP_SET: CULVERT HEADWALL
 GZ1438_STAMPING: L 241 1951 1066.041
 GZ1438_MARK LOGO: CGS   
 GZ1438_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1438+STABILITY: SURFACE MOTION
 GZ1438
 GZ1438  HISTORY     - Date     Condition        Report By
 GZ1438  HISTORY     - 1951     MONUMENTED       CGS
 GZ1438  HISTORY     - 1968     GOOD             NGS
 GZ1438  HISTORY     - 19930701 GOOD             KYDT
 GZ1438
 GZ1438                          STATION DESCRIPTION
 GZ1438
 GZ1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1438'2.4 MI NE FROM RUSSELL SPRINGS.
 GZ1438'ABOUT 2.35 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM THE
 GZ1438'RUSSELL SPRINGS ELEMENTARY SCHOOL AT RUSSELL SPRINGS, 0.95 MILE
 GZ1438'SOUTHWEST OF THE FAIRVIEW BAPTIST CHURCH, 55 YARDS SOUTHEAST AND
 GZ1438'ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A D-X SERVICE
 GZ1438'STATION, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 GZ1438'HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, 18 FEET SOUTH OF THE
 GZ1438'CENTERLINE OF THE HIGHWAY, 45 FEET WEST OF THE CENTERLINE OF THE
 GZ1438'MORE WESTERLY OF TWO DRIVEWAYS TO A ROADSIDE PARK, AND ABOUT 1/2
 GZ1438'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 GZ1438
 GZ1438                          STATION RECOVERY (1993)
 GZ1438
 GZ1438'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1438'RECOVERED IN GOOD CONDITION.  NOTE--MARK MAY ALSO BE REACHED BY GOING
 GZ1438'ABOUT 1.6 MILES (2.6 KM) NORTHEAST ALONG KY HIGHWAY 80 FROM JUNCTION
 GZ1438'WITH US HIGHWAY 127 IN RUSSELL SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1434 ***********************************************************************
 GB1434  DESIGNATION -  L 242
 GB1434  PID         -  GB1434
 GB1434  STATE/COUNTY-  KY/ADAIR
 GB1434  USGS QUAD   -  AMANDAVILLE (1981)
 GB1434
 GB1434                         *CURRENT SURVEY CONTROL
 GB1434  ___________________________________________________________________
 GB1434* NAD 83(1986)-  36 57 41.     (N)    085 16 48.     (W)     SCALED    
 GB1434* NAVD 88     -       252.592  (meters)     828.71   (feet)  ADJUSTED  
 GB1434  ___________________________________________________________________
 GB1434  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GB1434  DYNAMIC HT  -         252.384 (meters)     828.03  (feet)  COMP
 GB1434  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 GB1434
 GB1434  VERT ORDER  -  SECOND    CLASS 0
 GB1434
 GB1434.The horizontal coordinates were scaled from a topographic map and have
 GB1434.an estimated accuracy of +/- 6 seconds.
 GB1434
 GB1434.The orthometric height was determined by differential leveling
 GB1434.and adjusted by the National Geodetic Survey in June 1991..
 GB1434
 GB1434.The geoid height was determined by GEOID03.
 GB1434
 GB1434.The dynamic height is computed by dividing the NAVD 88
 GB1434.geopotential number by the normal gravity value computed on the
 GB1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1434.degrees latitude (g = 980.6199 gals.).
 GB1434
 GB1434.The modeled gravity was interpolated from observed gravity values.
 GB1434
 GB1434;                    North         East    Units  Estimated Accuracy
 GB1434;SPC KY1Z     - 1,069,810.    1,541,860.      MT  (+/- 180 meters Scaled)
 GB1434
 GB1434                          SUPERSEDED SURVEY CONTROL
 GB1434
 GB1434  NGVD 29 (??/??/92)  252.738  (m)          829.19   (f) ADJ UNCH    2 0
 GB1434
 GB1434.Superseded values are not recommended for survey control.
 GB1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1434.See file dsdata.txt to determine how the superseded data were derived.
 GB1434
 GB1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF531919(NAD 83)
 GB1434_MARKER: DB = BENCH MARK DISK
 GB1434_SETTING: 66 = SET IN ROCK OUTCROP
 GB1434_SP_SET: ROCK CUT
 GB1434_STAMPING: L 242 1951 829.191
 GB1434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1434+STABILITY: POSITION/ELEVATION WELL
 GB1434
 GB1434  HISTORY     - Date     Condition        Report By
 GB1434  HISTORY     - 1951     MONUMENTED       CGS
 GB1434  HISTORY     - 1958     GOOD             NGS
 GB1434  HISTORY     - 20050914 MARK NOT FOUND   KYTC
 GB1434
 GB1434                          STATION DESCRIPTION
 GB1434
 GB1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1434'1.2 MI N FROM INROAD.
 GB1434'ABOUT 1.15 MILES NORTH ALONG A GRAVEL ROAD FROM REPUBLICAN SCHOOL
 GB1434'AT INROAD, ABOUT 0.55 MILE NORTH OF FORD ACROSS BURNS CREEK AND
 GB1434'JUNCTION OF A ROAD EAST AT INROAD, ON THE SOUTHWEST SLOPE OF A
 GB1434'LONG GRADE, ABOUT 0.2 MILE WEST OF TOP OF GRADE, ABOUT 50 YARDS
 GB1434'EAST OF A CURVE WITH TANGENTS EXTENDING EAST AND SOUTH, 16 FEET
 GB1434'SOUTH OF THE CENTER LINE OF ROAD, SET VERTICALLY IN THE FACE OF
 GB1434'A ROCK CUT AND ABOUT 3 FEET ABOVE THE ROAD.
 GB1434
 GB1434                          STATION RECOVERY (1958)
 GB1434
 GB1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1434'RECOVERED IN GOOD CONDITION.
 GB1434
 GB1434                          STATION RECOVERY (2005)
 GB1434
 GB1434'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1797 ***********************************************************************
 GZ1797  DESIGNATION -  L 243
 GZ1797  PID         -  GZ1797
 GZ1797  STATE/COUNTY-  KY/ADAIR
 GZ1797  USGS QUAD   -  GRADYVILLE (1973)
 GZ1797
 GZ1797                         *CURRENT SURVEY CONTROL
 GZ1797  ___________________________________________________________________
 GZ1797* NAD 83(1986)-  37 03 03.     (N)    085 28 31.     (W)     SCALED    
 GZ1797* NAVD 88     -       320.815  (meters)    1052.54   (feet)  ADJUSTED  
 GZ1797  ___________________________________________________________________
 GZ1797  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GZ1797  DYNAMIC HT  -         320.561 (meters)    1051.71  (feet)  COMP
 GZ1797  MODELED GRAV-     979,828.5   (mgal)                       NAVD 88
 GZ1797
 GZ1797  VERT ORDER  -  SECOND    CLASS 0
 GZ1797
 GZ1797.The horizontal coordinates were scaled from a topographic map and have
 GZ1797.an estimated accuracy of +/- 6 seconds.
 GZ1797
 GZ1797.The orthometric height was determined by differential leveling
 GZ1797.and adjusted by the National Geodetic Survey in June 1991..
 GZ1797
 GZ1797.The geoid height was determined by GEOID03.
 GZ1797
 GZ1797.The dynamic height is computed by dividing the NAVD 88
 GZ1797.geopotential number by the normal gravity value computed on the
 GZ1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1797.degrees latitude (g = 980.6199 gals.).
 GZ1797
 GZ1797.The modeled gravity was interpolated from observed gravity values.
 GZ1797
 GZ1797;                    North         East    Units  Estimated Accuracy
 GZ1797;SPC KY1Z     - 1,079,670.    1,524,440.      MT  (+/- 180 meters Scaled)
 GZ1797
 GZ1797                          SUPERSEDED SURVEY CONTROL
 GZ1797
 GZ1797  NGVD 29 (??/??/92)  320.961  (m)         1053.02   (f) ADJ UNCH    2 0
 GZ1797
 GZ1797.Superseded values are not recommended for survey control.
 GZ1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1797.See file dsdata.txt to determine how the superseded data were derived.
 GZ1797
 GZ1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG355015(NAD 83)
 GZ1797_MARKER: DB = BENCH MARK DISK
 GZ1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1797_STAMPING: L 243 1951
 GZ1797_MARK LOGO: CGS   
 GZ1797_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1797+STABILITY: SURFACE MOTION
 GZ1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1797+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 GZ1797
 GZ1797  HISTORY     - Date     Condition        Report By
 GZ1797  HISTORY     - 1951     MONUMENTED       CGS
 GZ1797  HISTORY     - 19931101 GOOD             KYDT
 GZ1797  HISTORY     - 20050824 GOOD             KYTC
 GZ1797
 GZ1797                          STATION DESCRIPTION
 GZ1797
 GZ1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1797'1.1 MI NW FROM WEED.
 GZ1797'ABOUT 1.1 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION
 GZ1797'OF STATE HIGHWAY 80 AT WEED, ABOUT 1.05 MILE SOUTHEAST OF MARSH
 GZ1797'CHAPEL SCHOOL AT BASIL, ABOUT 1.6 MILES SOUTHEAST OF MARSH
 GZ1797'CHAPEL CHURCH AND CEMETERY, AT THE JUNCTION OF A DIRT ROAD
 GZ1797'LEADING EAST AND A CURVE IN THE GRAVEL ROAD WITH TANGENTS
 GZ1797'EXTENDING WEST AND SOUTH, 35 FEET NORTHEAST OF THE CENTER LINE
 GZ1797'OF MAIN ROAD, 30 FEET SOUTH OF CENTER LINE OF DIRT ROAD EAST, 85
 GZ1797'FEET EAST OF THE CENTER OF THE JUNCTION OF ROADS, 2 FEET SOUTH
 GZ1797'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN
 GZ1797'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ1797
 GZ1797                          STATION RECOVERY (1993)
 GZ1797
 GZ1797'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1797'1.15 MILES (1.85 KM) NORTHWEST ALONG KY HIGHWAY 768 FROM JUNCTION OF
 GZ1797'KY HIGHWAY 80 IN WEED, ABOUT 1.55 MILES (2.49 KM) SOUTHEAST ALONG KY
 GZ1797'HIGHWAY 768 FROM MORRIS CHAPEL CHURCH AND CEMETARY, AT THE JUNCTION OF
 GZ1797'DEAN WOODS ROAD TO THE EAST, 32 FEET (9.8 M) NORTHEAST OF CENTERLINE
 GZ1797'OF HIGHWAY, 26.4 FEET (8.0 M) SOUTH OF CENTERLINE OF DEAN WOODS ROAD,
 GZ1797'70 FEET (21.3 M) EAST OF CENTER OF THE JUNCTION OF ROADS, 5.5 FEET
 GZ1797'(1.7 M) SOUTH OF METAL ROAD SIGN POST, 1 FOOT (0.3 M) SOUTH OF
 GZ1797'FIBERGALSS WITNESS POST, SET IN THE TOP OF CONCRETE POST FLUSH WITH
 GZ1797'GROUND.
 GZ1797
 GZ1797                          STATION RECOVERY (2005)
 GZ1797
 GZ1797'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1797'MARK IS 37 FEET SOUTH AND ACROSS DEAN WOODS ROAD FROM SOUTHEAST CORNER
 GZ1797'OF CONCRETE FOOTER FOR BRICK PILLAR, 21 FEET NORTH OF METAL ROAD SIGN
 GZ1797'POST, FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2035 ***********************************************************************
 GB2035  DESIGNATION -  L 245
 GB2035  PID         -  GB2035
 GB2035  STATE/COUNTY-  KY/METCALFE
 GB2035  USGS QUAD   -  SUMMER SHADE (1974)
 GB2035
 GB2035                         *CURRENT SURVEY CONTROL
 GB2035  ___________________________________________________________________
 GB2035* NAD 83(1986)-  36 58 15.     (N)    085 42 37.     (W)     SCALED    
 GB2035* NAVD 88     -       287.849  (meters)     944.38   (feet)  ADJUSTED  
 GB2035  ___________________________________________________________________
 GB2035  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GB2035  DYNAMIC HT  -         287.614 (meters)     943.61  (feet)  COMP
 GB2035  MODELED GRAV-     979,807.3   (mgal)                       NAVD 88
 GB2035
 GB2035  VERT ORDER  -  SECOND    CLASS 0
 GB2035
 GB2035.The horizontal coordinates were scaled from a topographic map and have
 GB2035.an estimated accuracy of +/- 6 seconds.
 GB2035
 GB2035.The orthometric height was determined by differential leveling
 GB2035.and adjusted by the National Geodetic Survey in June 1991..
 GB2035
 GB2035.The geoid height was determined by GEOID03.
 GB2035
 GB2035.The dynamic height is computed by dividing the NAVD 88
 GB2035.geopotential number by the normal gravity value computed on the
 GB2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2035.degrees latitude (g = 980.6199 gals.).
 GB2035
 GB2035.The modeled gravity was interpolated from observed gravity values.
 GB2035
 GB2035;                    North         East    Units  Estimated Accuracy
 GB2035;SPC KY1Z     - 1,070,750.    1,503,540.      MT  (+/- 180 meters Scaled)
 GB2035
 GB2035                          SUPERSEDED SURVEY CONTROL
 GB2035
 GB2035  NGVD 29 (??/??/92)  287.992  (m)          944.85   (f) ADJ UNCH    2 0
 GB2035
 GB2035.Superseded values are not recommended for survey control.
 GB2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2035.See file dsdata.txt to determine how the superseded data were derived.
 GB2035
 GB2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF148924(NAD 83)
 GB2035_MARKER: DB = BENCH MARK DISK
 GB2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2035_STAMPING: L 245 1951 944.854
 GB2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2035+STABILITY: SURFACE MOTION
 GB2035
 GB2035  HISTORY     - Date     Condition        Report By
 GB2035  HISTORY     - 1951     MONUMENTED       CGS
 GB2035  HISTORY     - 1958     GOOD             NGS
 GB2035
 GB2035                          STATION DESCRIPTION
 GB2035
 GB2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2035'AT RANDOLPH.
 GB2035'AT RANDOLPH, AT POST OFFICE AND ROAD JUNCTION, ABOUT 0.15 MILE
 GB2035'SOUTH ALONG STATE HIGHWAY 640 FROM PLEASANT HILL CHURCH OF CHRIST
 GB2035'AND CEMETERY, 32 FEET EAST OF CENTER LINE OF HIGHWAY 640 LEADING
 GB2035'NORTH, 64 FEET NORTH OF CENTER LINE OF A ROAD LEADING EAST, 1
 GB2035'FOOT SOUTH OF A WIRE FENCE, 8 FEET EAST OF A FENCE CORNER, 65
 GB2035'FEET NORTHEAST AND ACROSS HIGHWAY FROM SOUTHEAST CORNER OF
 GB2035'CONCRETE PORCH OF STORE AND POST OFFICE, 31 FEET NORTHWEST OF
 GB2035'NORTHWEST CORNER OF CONCRETE PORCH OF AN ABANDONED STORE
 GB2035'BUILDING, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 GB2035'FOOT ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB2035'PROJECTING 3 INCHES.
 GB2035
 GB2035                          STATION RECOVERY (1958)
 GB2035
 GB2035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1167 ***********************************************************************
 GB1167  DESIGNATION -  L 246
 GB1167  PID         -  GB1167
 GB1167  STATE/COUNTY-  KY/WAYNE
 GB1167  USGS QUAD   -  JABEZ (1978)
 GB1167
 GB1167                         *CURRENT SURVEY CONTROL
 GB1167  ___________________________________________________________________
 GB1167* NAD 83(1986)-  36 55 06.     (N)    084 55 27.     (W)     SCALED    
 GB1167* NAVD 88     -       298.361  (meters)     978.87   (feet)  ADJUSTED  
 GB1167  ___________________________________________________________________
 GB1167  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GB1167  DYNAMIC HT  -         298.111 (meters)     978.05  (feet)  COMP
 GB1167  MODELED GRAV-     979,785.7   (mgal)                       NAVD 88
 GB1167
 GB1167  VERT ORDER  -  SECOND    CLASS 0
 GB1167
 GB1167.The horizontal coordinates were scaled from a topographic map and have
 GB1167.an estimated accuracy of +/- 6 seconds.
 GB1167
 GB1167.The orthometric height was determined by differential leveling
 GB1167.and adjusted by the National Geodetic Survey in June 1991..
 GB1167
 GB1167.The geoid height was determined by GEOID03.
 GB1167
 GB1167.The dynamic height is computed by dividing the NAVD 88
 GB1167.geopotential number by the normal gravity value computed on the
 GB1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1167.degrees latitude (g = 980.6199 gals.).
 GB1167
 GB1167.The modeled gravity was interpolated from observed gravity values.
 GB1167
 GB1167;                    North         East    Units  Estimated Accuracy
 GB1167;SPC KY1Z     - 1,065,250.    1,573,590.      MT  (+/- 180 meters Scaled)
 GB1167
 GB1167                          SUPERSEDED SURVEY CONTROL
 GB1167
 GB1167  NGVD 29 (??/??/92)  298.495  (m)          979.31   (f) ADJ UNCH    2 0
 GB1167
 GB1167.Superseded values are not recommended for survey control.
 GB1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1167.See file dsdata.txt to determine how the superseded data were derived.
 GB1167
 GB1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF849878(NAD 83)
 GB1167_MARKER: DB = BENCH MARK DISK
 GB1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1167_STAMPING: L 246 1951 979.312
 GB1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1167+STABILITY: SURFACE MOTION
 GB1167
 GB1167  HISTORY     - Date     Condition        Report By
 GB1167  HISTORY     - 1951     MONUMENTED       CGS
 GB1167  HISTORY     - 1957     GOOD             NGS
 GB1167
 GB1167                          STATION DESCRIPTION
 GB1167
 GB1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1167'7.8 MI NW FROM MONTICELLO.
 GB1167'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 92 FROM THE
 GB1167'JUNCTION OF STATE HIGHWAY 90 AT MONTICELLO, THENCE ABOUT 5.05
 GB1167'MILES NORTH AND NORTHWEST ALONG A GRAVEL ROAD, ABOUT 0.85
 GB1167'MILE NORTHWEST OF TOLERTOWN SCHOOL, ABOUT 0.45 MILE SOUTHWEST OF
 GB1167'A CHURCH AND CEMETERY, AT RESIDENCE OF SAM ARTHUR, 28 FEET WEST
 GB1167'OF CENTER LINE OF ROAD, 123 FEET SOUTHEAST OF SOUTHEAST CORNER
 GB1167'OF HOUSE, 12 FEET NORTHEAST OF SOUTHEAST CORNER OF A BARN, 8
 GB1167'FEET EAST OF EAST FACE OF BARN, 7 1/2 FEET SOUTHWEST OF A POWER
 GB1167'POLE WITH TRANSFORMER, ABOUT 1 1/2 FEET BELOW ROAD AND SET IN
 GB1167'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1167
 GB1167                          STATION RECOVERY (1957)
 GB1167
 GB1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1390 ***********************************************************************
 GB1390  DESIGNATION -  L 247
 GB1390  PID         -  GB1390
 GB1390  STATE/COUNTY-  KY/CLINTON
 GB1390  USGS QUAD   -  SAVAGE (1981)
 GB1390
 GB1390                         *CURRENT SURVEY CONTROL
 GB1390  ___________________________________________________________________
 GB1390* NAD 83(1986)-  36 39 57.     (N)    085 03 20.     (W)     SCALED    
 GB1390* NAVD 88     -       290.320  (meters)     952.49   (feet)  ADJUSTED  
 GB1390  ___________________________________________________________________
 GB1390  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB1390  DYNAMIC HT  -         290.067 (meters)     951.66  (feet)  COMP
 GB1390  MODELED GRAV-     979,754.6   (mgal)                       NAVD 88
 GB1390
 GB1390  VERT ORDER  -  SECOND    CLASS 0
 GB1390
 GB1390.The horizontal coordinates were scaled from a topographic map and have
 GB1390.an estimated accuracy of +/- 6 seconds.
 GB1390
 GB1390.The orthometric height was determined by differential leveling
 GB1390.and adjusted by the National Geodetic Survey in June 1991..
 GB1390
 GB1390.The geoid height was determined by GEOID03.
 GB1390
 GB1390.The dynamic height is computed by dividing the NAVD 88
 GB1390.geopotential number by the normal gravity value computed on the
 GB1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1390.degrees latitude (g = 980.6199 gals.).
 GB1390
 GB1390.The modeled gravity was interpolated from observed gravity values.
 GB1390
 GB1390;                    North         East    Units  Estimated Accuracy
 GB1390;SPC KY1Z     - 1,037,140.    1,562,090.      MT  (+/- 180 meters Scaled)
 GB1390
 GB1390                          SUPERSEDED SURVEY CONTROL
 GB1390
 GB1390  NGVD 29 (??/??/92)  290.447  (m)          952.91   (f) ADJ UNCH    2 0
 GB1390
 GB1390.Superseded values are not recommended for survey control.
 GB1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1390.See file dsdata.txt to determine how the superseded data were derived.
 GB1390
 GB1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF737595(NAD 83)
 GB1390_MARKER: DB = BENCH MARK DISK
 GB1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1390_STAMPING: L 247 1951 952.908
 GB1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1390+STABILITY: SURFACE MOTION
 GB1390
 GB1390  HISTORY     - Date     Condition        Report By
 GB1390  HISTORY     - 1951     MONUMENTED       CGS
 GB1390  HISTORY     - 1958     GOOD             NGS
 GB1390
 GB1390                          STATION DESCRIPTION
 GB1390
 GB1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1390'0.8 MI NW FROM ROLAN.
 GB1390'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVEL ROAD FROM BEECH BOTTOM
 GB1390'BAPTIST CHURCH AT ROLAN, ABOUT 0.8 MILE SOUTHEAST OF JUNCTION
 GB1390'OF A GRAVEL ROAD SOUTHWEST, ABOUT 0.4 MILE SOUTHEAST OF A
 GB1390'GRAVEL ROAD SOUTH, 51 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 GB1390'83 FEET EAST OF EAST CORNER OF RESIDENCE OF AMP LOVELACE, 33
 GB1390'FEET SOUTHEAST OF SOUTH CORNER OF AN OLD STORE BUILDING, 15 FEET
 GB1390'NORTHWEST OF A FENCE CORNER, 1 1/2 FEET NORTHEAST OF A FENCE LINE,
 GB1390'ABOUT 1 1/2 FEET BELOW ROAD AND SET IN THE TOP OF A CONCRETE
 GB1390'POST PROJECTING 3 INCHES.
 GB1390
 GB1390                          STATION RECOVERY (1958)
 GB1390
 GB1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1325 ***********************************************************************
 GB1325  DESIGNATION -  L 248
 GB1325  PID         -  GB1325
 GB1325  STATE/COUNTY-  KY/CUMBERLAND
 GB1325  USGS QUAD   -  BURKESVILLE (1982)
 GB1325
 GB1325                         *CURRENT SURVEY CONTROL
 GB1325  ___________________________________________________________________
 GB1325* NAD 83(1986)-  36 46 12.     (N)    085 15 17.     (W)     SCALED    
 GB1325* NAVD 88     -       272.790  (meters)     894.98   (feet)  ADJUSTED  
 GB1325  ___________________________________________________________________
 GB1325  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GB1325  DYNAMIC HT  -         272.562 (meters)     894.23  (feet)  COMP
 GB1325  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 GB1325
 GB1325  VERT ORDER  -  SECOND    CLASS 0
 GB1325
 GB1325.The horizontal coordinates were scaled from a topographic map and have
 GB1325.an estimated accuracy of +/- 6 seconds.
 GB1325
 GB1325.The orthometric height was determined by differential leveling
 GB1325.and adjusted by the National Geodetic Survey in June 1991..
 GB1325
 GB1325.The geoid height was determined by GEOID03.
 GB1325
 GB1325.The dynamic height is computed by dividing the NAVD 88
 GB1325.geopotential number by the normal gravity value computed on the
 GB1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1325.degrees latitude (g = 980.6199 gals.).
 GB1325
 GB1325.The modeled gravity was interpolated from observed gravity values.
 GB1325
 GB1325;                    North         East    Units  Estimated Accuracy
 GB1325;SPC KY1Z     - 1,048,580.    1,544,220.      MT  (+/- 180 meters Scaled)
 GB1325
 GB1325                          SUPERSEDED SURVEY CONTROL
 GB1325
 GB1325  NGVD 29 (??/??/92)  272.926  (m)          895.42   (f) ADJ UNCH    2 0
 GB1325
 GB1325.Superseded values are not recommended for survey control.
 GB1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1325.See file dsdata.txt to determine how the superseded data were derived.
 GB1325
 GB1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF557707(NAD 83)
 GB1325_MARKER: DB = BENCH MARK DISK
 GB1325_SETTING: 66 = SET IN ROCK OUTCROP
 GB1325_SP_SET: ROCK CUT
 GB1325_STAMPING: L 248 1951 895.425
 GB1325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1325+STABILITY: POSITION/ELEVATION WELL
 GB1325
 GB1325  HISTORY     - Date     Condition        Report By
 GB1325  HISTORY     - 1951     MONUMENTED       CGS
 GB1325  HISTORY     - 1958     GOOD             NGS
 GB1325
 GB1325                          STATION DESCRIPTION
 GB1325
 GB1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1325'8 MI E FROM BURKESVILLE.
 GB1325'ABOUT 8.05 MILES EAST ALONG STATE HIGHWAY 90 FROM THE COURT
 GB1325'HOUSE AT BURKESVILLE, ABOUT 0.8 MILE WEST OF JUNCTION OF STATE
 GB1325'HIGHWAY 379, ABOUT 0.25 MILE NORTHWEST OF A SCHOOL, ABOUT 120
 GB1325'YARDS NORTH OF A CURVE WITH TANGENTS EXTENDING NORTH AND
 GB1325'SOUTHEAST, SET VERTICALLY IN FACE OF A ROCK BENCH CUT, NEAR
 GB1325'NORTH END OF CUT, 22 FEET EAST OF CENTER LINE OF HIGHWAY, 16
 GB1325'FEET SOUTH OF SOUTH END OF EAST HEAD WALL OF A 30-INCH PIPE
 GB1325'CULVERT, 12 FEET SOUTH OF NORTH END OF ROCK CUT AND ABOUT 2 FEET
 GB1325'ABOVE HIGHWAY.
 GB1325
 GB1325                          STATION RECOVERY (1958)
 GB1325
 GB1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1539 ***********************************************************************
 GB1539  DESIGNATION -  L 249
 GB1539  PID         -  GB1539
 GB1539  STATE/COUNTY-  KY/CUMBERLAND
 GB1539  USGS QUAD   -  WATERVIEW (1982)
 GB1539
 GB1539                         *CURRENT SURVEY CONTROL
 GB1539  ___________________________________________________________________
 GB1539* NAD 83(1986)-  36 45 31.     (N)    085 22 42.     (W)     SCALED    
 GB1539* NAVD 88     -       180.429  (meters)     591.96   (feet)  ADJUSTED  
 GB1539  ___________________________________________________________________
 GB1539  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GB1539  DYNAMIC HT  -         180.282 (meters)     591.48  (feet)  COMP
 GB1539  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 GB1539
 GB1539  VERT ORDER  -  SECOND    CLASS 0
 GB1539
 GB1539.The horizontal coordinates were scaled from a topographic map and have
 GB1539.an estimated accuracy of +/- 6 seconds.
 GB1539
 GB1539.The orthometric height was determined by differential leveling
 GB1539.and adjusted by the National Geodetic Survey in June 1991..
 GB1539
 GB1539.The geoid height was determined by GEOID03.
 GB1539
 GB1539.The dynamic height is computed by dividing the NAVD 88
 GB1539.geopotential number by the normal gravity value computed on the
 GB1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1539.degrees latitude (g = 980.6199 gals.).
 GB1539
 GB1539.The modeled gravity was interpolated from observed gravity values.
 GB1539
 GB1539;                    North         East    Units  Estimated Accuracy
 GB1539;SPC KY1Z     - 1,047,270.    1,533,190.      MT  (+/- 180 meters Scaled)
 GB1539
 GB1539                          SUPERSEDED SURVEY CONTROL
 GB1539
 GB1539  NGVD 29 (??/??/92)  180.567  (m)          592.41   (f) ADJ UNCH    2 0
 GB1539
 GB1539.Superseded values are not recommended for survey control.
 GB1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1539.See file dsdata.txt to determine how the superseded data were derived.
 GB1539
 GB1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF447693(NAD 83)
 GB1539_MARKER: DB = BENCH MARK DISK
 GB1539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1539_SP_SET: CULVERT
 GB1539_STAMPING: L 249 1951
 GB1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1539
 GB1539  HISTORY     - Date     Condition        Report By
 GB1539  HISTORY     - 1951     MONUMENTED       CGS
 GB1539  HISTORY     - 1974     MARK NOT FOUND   NGS
 GB1539
 GB1539                          STATION DESCRIPTION
 GB1539
 GB1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1539'2.2 MI S FROM BURKESVILLE.
 GB1539'ABOUT 2.25 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE COURT HOUSE
 GB1539'AT BURKESVILLE, IN THE TOP OF 15-FOOT CONCRETE HEAD WALL OF A 4-FOOT
 GB1539'STONE BOX CULVERT, 14 FEET EAST OF CENTER LINE OF HIGHWAY, 170
 GB1539'FEET NORTH OF CENTER OF JUNCTION OF HIGHWAY AND DIM ROAD WEST,
 GB1539'74 FEET NORTH OF CENTER LINE OF DRIVE EAST TO A WHITE FRAME HOUSE,
 GB1539'5 FEET NORTH OF SOUTH END OF HEAD WALL AND ABOUT LEVEL WITH
 GB1539'HIGHWAY.  NOTE-- THERE IS A NEW HIGHWAY AT THIS SITE.
 GB1539
 GB1539                          STATION RECOVERY (1974)
 GB1539
 GB1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GB1539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2644 ***********************************************************************
 GA2644  DESIGNATION -  L 25 RESET
 GA2644  PID         -  GA2644
 GA2644  STATE/COUNTY-  KY/BELL
 GA2644  USGS QUAD   -  FORK RIDGE (1959)
 GA2644
 GA2644                         *CURRENT SURVEY CONTROL
 GA2644  ___________________________________________________________________
 GA2644* NAD 83(1986)-  36 36 44.     (N)    083 45 39.     (W)     SCALED    
 GA2644* NAVD 88     -       369.784  (meters)    1213.20   (feet)  ADJUSTED  
 GA2644  ___________________________________________________________________
 GA2644  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GA2644  DYNAMIC HT  -         369.460 (meters)    1212.14  (feet)  COMP
 GA2644  MODELED GRAV-     979,744.4   (mgal)                       NAVD 88
 GA2644
 GA2644  VERT ORDER  -  SECOND    CLASS 0
 GA2644
 GA2644.The horizontal coordinates were scaled from a topographic map and have
 GA2644.an estimated accuracy of +/- 6 seconds.
 GA2644
 GA2644.The orthometric height was determined by differential leveling
 GA2644.and adjusted by the National Geodetic Survey in June 1991..
 GA2644
 GA2644.The geoid height was determined by GEOID03.
 GA2644
 GA2644.The dynamic height is computed by dividing the NAVD 88
 GA2644.geopotential number by the normal gravity value computed on the
 GA2644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2644.degrees latitude (g = 980.6199 gals.).
 GA2644
 GA2644.The modeled gravity was interpolated from observed gravity values.
 GA2644
 GA2644;                    North         East    Units  Estimated Accuracy
 GA2644;SPC KY1Z     - 1,032,850.    1,677,970.      MT  (+/- 180 meters Scaled)
 GA2644
 GA2644                          SUPERSEDED SURVEY CONTROL
 GA2644
 GA2644  NGVD 29 (??/??/92)  369.927  (m)         1213.67   (f) ADJ UNCH    2 0
 GA2644
 GA2644.Superseded values are not recommended for survey control.
 GA2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2644.See file dsdata.txt to determine how the superseded data were derived.
 GA2644
 GA2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA530554(NAD 83)
 GA2644_MARKER: DB = BENCH MARK DISK
 GA2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2644_STAMPING: L 25 RESET 1951 1213.669
 GA2644_MARK LOGO: CGS   
 GA2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2644+STABILITY: SURFACE MOTION
 GA2644
 GA2644  HISTORY     - Date     Condition        Report By
 GA2644  HISTORY     - 1951     MONUMENTED       CGS
 GA2644  HISTORY     - 1957     GOOD             CGS
 GA2644  HISTORY     - 1978     GOOD             LOCENG
 GA2644
 GA2644                          STATION DESCRIPTION
 GA2644
 GA2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2644'3.8 MI E FROM CAPITO.
 GA2644'3.8 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GA2644'THE POST OFFICE AT CAPITO, ABOUT 4.25 MILES WEST OF THE STATION
 GA2644'AT MIDDLESBORO, ABOUT 0.3 MILE WEST OF MILE POST 220, AT A SMALL
 GA2644'ROAD CROSSING, 44 FEET NORTH OF THE NORTH RAIL, 54 FEET WEST
 GA2644'OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A FENCE LINE, 79
 GA2644'FEET NORTHWEST OF THE CENTER OF THE CROSSING, 2 FEET EAST OF A
 GA2644'WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET BELOW THE TRACK AND
 GA2644'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GA2644
 GA2644                          STATION RECOVERY (1957)
 GA2644
 GA2644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GA2644'RECOVERED IN GOOD CONDITION.
 GA2644
 GA2644                          STATION RECOVERY (1978)
 GA2644
 GA2644'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 GA2644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1524 ***********************************************************************
 GB1524  DESIGNATION -  L 250
 GB1524  PID         -  GB1524
 GB1524  STATE/COUNTY-  KY/CUMBERLAND
 GB1524  USGS QUAD   -  AMANDAVILLE (1981)
 GB1524
 GB1524                         *CURRENT SURVEY CONTROL
 GB1524  ___________________________________________________________________
 GB1524* NAD 83(1986)-  36 53 47.     (N)    085 17 52.     (W)     SCALED    
 GB1524* NAVD 88     -       184.499  (meters)     605.31   (feet)  ADJUSTED  
 GB1524  ___________________________________________________________________
 GB1524  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GB1524  DYNAMIC HT  -         184.347 (meters)     604.81  (feet)  COMP
 GB1524  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 GB1524
 GB1524  VERT ORDER  -  SECOND    CLASS 0
 GB1524
 GB1524.The horizontal coordinates were scaled from a topographic map and have
 GB1524.an estimated accuracy of +/- 6 seconds.
 GB1524
 GB1524.The orthometric height was determined by differential leveling
 GB1524.and adjusted by the National Geodetic Survey in June 1991..
 GB1524
 GB1524.The geoid height was determined by GEOID03.
 GB1524
 GB1524.The dynamic height is computed by dividing the NAVD 88
 GB1524.geopotential number by the normal gravity value computed on the
 GB1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1524.degrees latitude (g = 980.6199 gals.).
 GB1524
 GB1524.The modeled gravity was interpolated from observed gravity values.
 GB1524
 GB1524;                    North         East    Units  Estimated Accuracy
 GB1524;SPC KY1Z     - 1,062,590.    1,540,310.      MT  (+/- 180 meters Scaled)
 GB1524
 GB1524                          SUPERSEDED SURVEY CONTROL
 GB1524
 GB1524  NGVD 29 (??/??/92)  184.641  (m)          605.78   (f) ADJ UNCH    2 0
 GB1524
 GB1524.Superseded values are not recommended for survey control.
 GB1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1524.See file dsdata.txt to determine how the superseded data were derived.
 GB1524
 GB1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF516847(NAD 83)
 GB1524_MARKER: DB = BENCH MARK DISK
 GB1524_SETTING: 66 = SET IN ROCK OUTCROP
 GB1524_SP_SET: ROCK LEDGE
 GB1524_STAMPING: L 250 1951 605.776
 GB1524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1524+STABILITY: POSITION/ELEVATION WELL
 GB1524
 GB1524  HISTORY     - Date     Condition        Report By
 GB1524  HISTORY     - 1951     MONUMENTED       CGS
 GB1524  HISTORY     - 1958     GOOD             NGS
 GB1524
 GB1524                          STATION DESCRIPTION
 GB1524
 GB1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1524'1 MI E FROM AMANDAVILLE.
 GB1524'ABOUT 0.15 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1524'AT AMANDAVILLE, THENCE ABOUT 0.9 MILE NORTHEAST AND EAST ALONG A
 GB1524'DIM ROAD FOLLOWING PUNCHEON CREEK, IN THE TOP OF AN OUTCROPPING
 GB1524'LIMESTONE LEDGE, 12 FEET SOUTH OF CENTER LINE OF ROAD AND CREEK,
 GB1524'127 FEET EAST OF A TRIANGULAR BLAZED 8-INCH BUCKEYE TREE, 59 FEET
 GB1524'SOUTHWEST AND ACROSS ROAD AND CREEK FROM A LONE SLASH BLAZED 6-INCH
 GB1524'CEDAR TREE, 34 FEET SOUTHWEST OF CENTER OF JUNCTION OF CREEK AND A
 GB1524'WASH LEADING NORTHEAST AND ABOUT 2 1/2 FEET ABOVE ROAD.
 GB1524
 GB1524                          STATION RECOVERY (1958)
 GB1524
 GB1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1999 ***********************************************************************
 GB1999  DESIGNATION -  L 251
 GB1999  PID         -  GB1999
 GB1999  STATE/COUNTY-  KY/CUMBERLAND
 GB1999  USGS QUAD   -  DUBRE (1953)
 GB1999
 GB1999                         *CURRENT SURVEY CONTROL
 GB1999  ___________________________________________________________________
 GB1999* NAD 83(1986)-  36 50 40.     (N)    085 32 13.     (W)     SCALED    
 GB1999* NAVD 88     -       192.410  (meters)     631.27   (feet)  ADJUSTED  
 GB1999  ___________________________________________________________________
 GB1999  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GB1999  DYNAMIC HT  -         192.255 (meters)     630.76  (feet)  COMP
 GB1999  MODELED GRAV-     979,821.9   (mgal)                       NAVD 88
 GB1999
 GB1999  VERT ORDER  -  SECOND    CLASS 0
 GB1999
 GB1999.The horizontal coordinates were scaled from a topographic map and have
 GB1999.an estimated accuracy of +/- 6 seconds.
 GB1999
 GB1999.The orthometric height was determined by differential leveling
 GB1999.and adjusted by the National Geodetic Survey in June 1991..
 GB1999
 GB1999.The geoid height was determined by GEOID03.
 GB1999
 GB1999.The dynamic height is computed by dividing the NAVD 88
 GB1999.geopotential number by the normal gravity value computed on the
 GB1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1999.degrees latitude (g = 980.6199 gals.).
 GB1999
 GB1999.The modeled gravity was interpolated from observed gravity values.
 GB1999
 GB1999;                    North         East    Units  Estimated Accuracy
 GB1999;SPC KY1Z     - 1,056,750.    1,519,000.      MT  (+/- 180 meters Scaled)
 GB1999
 GB1999                          SUPERSEDED SURVEY CONTROL
 GB1999
 GB1999  NGVD 29 (??/??/92)  192.552  (m)          631.73   (f) ADJ UNCH    2 0
 GB1999
 GB1999.Superseded values are not recommended for survey control.
 GB1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1999.See file dsdata.txt to determine how the superseded data were derived.
 GB1999
 GB1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF304786(NAD 83)
 GB1999_MARKER: DB = BENCH MARK DISK
 GB1999_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1999_SP_SET: CULVERT
 GB1999_STAMPING: L 251 1951 631.731
 GB1999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1999
 GB1999  HISTORY     - Date     Condition        Report By
 GB1999  HISTORY     - 1951     MONUMENTED       CGS
 GB1999  HISTORY     - 1958     GOOD             NGS
 GB1999
 GB1999                          STATION DESCRIPTION
 GB1999
 GB1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1999'2.4 MI W FROM MARROWBONE.
 GB1999'ABOUT 2.4 MILES WEST ALONG STATE HIGHWAY 90 FROM THE SCHOOL AT
 GB1999'MARROWBONE, ABOUT 1.5 MILES EAST OF THE POST OFFICE AT DUBRE, ON
 GB1999'THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND
 GB1999'SOUTHEAST, ABOUT 0.3 MILE EAST OF A 150-FOOT CONCRETE BRIDGE,
 GB1999'ABOUT 0.25 MILE EAST OF A SAW MILL SITE, SET IN THE TOP OF THE
 GB1999'EAST END OF THE NORTH HEAD WALL OF A 5-FOOT SKEW BOX CULVERT,
 GB1999'23 FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT
 GB1999'BELOW HIGHWAY.
 GB1999
 GB1999                          STATION RECOVERY (1958)
 GB1999
 GB1999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1534 ***********************************************************************
 GB1534  DESIGNATION -  L 252
 GB1534  PID         -  GB1534
 GB1534  STATE/COUNTY-  KY/CUMBERLAND
 GB1534  USGS QUAD   -  WATERVIEW (1982)
 GB1534
 GB1534                         *CURRENT SURVEY CONTROL
 GB1534  ___________________________________________________________________
 GB1534* NAD 83(1986)-  36 48 54.     (N)    085 27 34.     (W)     SCALED    
 GB1534* NAVD 88     -       177.309  (meters)     581.72   (feet)  ADJUSTED  
 GB1534  ___________________________________________________________________
 GB1534  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GB1534  DYNAMIC HT  -         177.167 (meters)     581.26  (feet)  COMP
 GB1534  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 GB1534
 GB1534  VERT ORDER  -  SECOND    CLASS 0
 GB1534
 GB1534.The horizontal coordinates were scaled from a topographic map and have
 GB1534.an estimated accuracy of +/- 6 seconds.
 GB1534
 GB1534.The orthometric height was determined by differential leveling
 GB1534.and adjusted by the National Geodetic Survey in June 1991..
 GB1534
 GB1534.The geoid height was determined by GEOID03.
 GB1534
 GB1534.The dynamic height is computed by dividing the NAVD 88
 GB1534.geopotential number by the normal gravity value computed on the
 GB1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1534.degrees latitude (g = 980.6199 gals.).
 GB1534
 GB1534.The modeled gravity was interpolated from observed gravity values.
 GB1534
 GB1534;                    North         East    Units  Estimated Accuracy
 GB1534;SPC KY1Z     - 1,053,500.    1,525,930.      MT  (+/- 180 meters Scaled)
 GB1534
 GB1534                          SUPERSEDED SURVEY CONTROL
 GB1534
 GB1534  NGVD 29 (??/??/92)  177.451  (m)          582.19   (f) ADJ UNCH    2 0
 GB1534
 GB1534.Superseded values are not recommended for survey control.
 GB1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1534.See file dsdata.txt to determine how the superseded data were derived.
 GB1534
 GB1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF374754(NAD 83)
 GB1534_MARKER: DB = BENCH MARK DISK
 GB1534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1534_SP_SET: ABUTMENT
 GB1534_STAMPING: L 252 1951
 GB1534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1534
 GB1534  HISTORY     - Date     Condition        Report By
 GB1534  HISTORY     - 1951     MONUMENTED       CGS
 GB1534
 GB1534                          STATION DESCRIPTION
 GB1534
 GB1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1534'0.2 MI SW FROM WATERVIEW.
 GB1534'ABOUT 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 691 FROM THE JUNCTION
 GB1534'OF STATE HIGHWAY 90 AT WATERVIEW, IN THE TOP OF THE NORTHWEST END
 GB1534'OF THE SOUTHWEST ABUTMENT OF A BRIDGE OVER MARROWBONE CREEK, 12
 GB1534'FEET NORTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT ABOVE
 GB1534'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1559 ***********************************************************************
 GB1559  DESIGNATION -  L 253
 GB1559  PID         -  GB1559
 GB1559  STATE/COUNTY-  KY/CUMBERLAND
 GB1559  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1559
 GB1559                         *CURRENT SURVEY CONTROL
 GB1559  ___________________________________________________________________
 GB1559* NAD 83(1986)-  36 37 26.     (N)    085 24 17.     (W)     SCALED    
 GB1559* NAVD 88     -       306.525  (meters)    1005.66   (feet)  ADJUSTED  
 GB1559  ___________________________________________________________________
 GB1559  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GB1559  DYNAMIC HT  -         306.261 (meters)    1004.79  (feet)  COMP
 GB1559  MODELED GRAV-     979,763.7   (mgal)                       NAVD 88
 GB1559
 GB1559  VERT ORDER  -  SECOND    CLASS 0
 GB1559
 GB1559.The horizontal coordinates were scaled from a topographic map and have
 GB1559.an estimated accuracy of +/- 6 seconds.
 GB1559
 GB1559.The orthometric height was determined by differential leveling
 GB1559.and adjusted by the National Geodetic Survey in June 1991..
 GB1559
 GB1559.The geoid height was determined by GEOID03.
 GB1559
 GB1559.The dynamic height is computed by dividing the NAVD 88
 GB1559.geopotential number by the normal gravity value computed on the
 GB1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1559.degrees latitude (g = 980.6199 gals.).
 GB1559
 GB1559.The modeled gravity was interpolated from observed gravity values.
 GB1559
 GB1559;                    North         East    Units  Estimated Accuracy
 GB1559;SPC KY1Z     - 1,032,310.    1,530,890.      MT  (+/- 180 meters Scaled)
 GB1559
 GB1559                          SUPERSEDED SURVEY CONTROL
 GB1559
 GB1559  NGVD 29 (??/??/92)  306.640  (m)         1006.03   (f) ADJ UNCH    2 0
 GB1559
 GB1559.Superseded values are not recommended for survey control.
 GB1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1559.See file dsdata.txt to determine how the superseded data were derived.
 GB1559
 GB1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF426543(NAD 83)
 GB1559_MARKER: DB = BENCH MARK DISK
 GB1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1559_STAMPING: L 253 1951
 GB1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1559+STABILITY: SURFACE MOTION
 GB1559
 GB1559  HISTORY     - Date     Condition        Report By
 GB1559  HISTORY     - 1951     MONUMENTED       CGS
 GB1559  HISTORY     - 1966     GOOD             NGS
 GB1559
 GB1559                          STATION DESCRIPTION
 GB1559
 GB1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1559'1 MI SW FROM PEYTONSBURG.
 GB1559'ABOUT 1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB1559'AT PEYTONSBURG, ABOUT 0.8 MILE SOUTHWEST OF XERXES SCHOOL, ABOUT
 GB1559'0.55 MILE NORTHEAST OF KENTUCKY-TENNESSEE STATE LINE, ON THE OUTSIDE
 GB1559'OF A CURVE WITH TANGENTS EXTENDING WEST-NORTHWEST AND NORTHEAST,
 GB1559'32 FEET SOUTH OF CENTER LINE OF HIGHWAY, 79 FEET NORTHEAST OF EAST
 GB1559'CORNER OF DELTON WATSON RESIDENCE, 103 FEET EAST-SOUTHEAST OF A
 GB1559'POWER POLE, 16 FEET SOUTHEAST OF CENTER LINE OF DRIVE TO HOUSE,
 GB1559'10 1/2 FEET SOUTH OF SOUTHEAST END OF A 12-INCH PIPE CULVERT UNDER
 GB1559'DRIVE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GB1559'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB1559'3 INCHES.  NOTE-- THE MARK IS 1.2 FEET NORTH OF A METAL WITNESS
 GB1559'SIGN AND FENCE.
 GB1559
 GB1559                          STATION RECOVERY (1966)
 GB1559
 GB1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2811 ***********************************************************************
 GA2811  DESIGNATION -  L 254
 GA2811  PID         -  GA2811
 GA2811  STATE/COUNTY-  KY/BELL
 GA2811  USGS QUAD   -  BALKAN (1974)
 GA2811
 GA2811                         *CURRENT SURVEY CONTROL
 GA2811  ___________________________________________________________________
 GA2811* NAD 83(1986)-  36 50 38.     (N)    083 32 19.     (W)     SCALED    
 GA2811* NAVD 88     -       347.421  (meters)    1139.83   (feet)  ADJUSTED  
 GA2811  ___________________________________________________________________
 GA2811  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA2811  DYNAMIC HT  -         347.123 (meters)    1138.85  (feet)  COMP
 GA2811  MODELED GRAV-     979,766.2   (mgal)                       NAVD 88
 GA2811
 GA2811  VERT ORDER  -  SECOND    CLASS 0
 GA2811
 GA2811.The horizontal coordinates were scaled from a topographic map and have
 GA2811.an estimated accuracy of +/- 6 seconds.
 GA2811
 GA2811.The orthometric height was determined by differential leveling
 GA2811.and adjusted by the National Geodetic Survey in June 1991..
 GA2811
 GA2811.The geoid height was determined by GEOID03.
 GA2811
 GA2811.The dynamic height is computed by dividing the NAVD 88
 GA2811.geopotential number by the normal gravity value computed on the
 GA2811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2811.degrees latitude (g = 980.6199 gals.).
 GA2811
 GA2811.The modeled gravity was interpolated from observed gravity values.
 GA2811
 GA2811;                    North         East    Units  Estimated Accuracy
 GA2811;SPC KY1Z     - 1,059,000.    1,697,240.      MT  (+/- 180 meters Scaled)
 GA2811
 GA2811                          SUPERSEDED SURVEY CONTROL
 GA2811
 GA2811  NGVD 29 (??/??/92)  347.566  (m)         1140.31   (f) ADJ UNCH    2 0
 GA2811
 GA2811.Superseded values are not recommended for survey control.
 GA2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2811.See file dsdata.txt to determine how the superseded data were derived.
 GA2811
 GA2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA736805(NAD 83)
 GA2811_MARKER: DB = BENCH MARK DISK
 GA2811_SETTING: 66 = SET IN ROCK OUTCROP
 GA2811_SP_SET: SET IN ROCK OUTCROP
 GA2811_STAMPING: L 254 1951 1140.306
 GA2811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2811+STABILITY: POSITION/ELEVATION WELL
 GA2811
 GA2811  HISTORY     - Date     Condition        Report By
 GA2811  HISTORY     - 1951     MONUMENTED       CGS
 GA2811  HISTORY     - 1957     GOOD             NGS
 GA2811
 GA2811                          STATION DESCRIPTION
 GA2811
 GA2811'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2811'1 MI N FROM STONY FORK.
 GA2811'1.0 MILE NORTH ALONG A DIRT ROAD WHICH FOLLOWS STONY FORK CREEK
 GA2811'FROM THE BAPTIST CHURCH AND JUNCTION OF STATE HIGHWAY 221 AT
 GA2811'STONY FORK, ABOUT 0.3 MILE SOUTH OF THE SOUTHEAST ONE OF TWO
 GA2811'20-FOOT WOODEN BRIDGES, ON THE INSIDE OF A LONG CURVE WITH TANGENTS
 GA2811'EXTENDING NORTHEAST AND SOUTHEAST, IN THE TOP OF THE WEST EDGE OF
 GA2811'THE SOUTH ONE OF TWO LARGE OUTCROPS OF ROCK, 50 FEET EAST OF CENTER
 GA2811'LINE OF ROAD, 46 FEET NORTHEAST OF EAST END OF AN 18-INCH PIPE
 GA2811'CULVERT, 35 1/2 FEET SOUTH OF A 16-INCH ELM TREE WITH A FORKED TOP
 GA2811'WHICH IS GROWING ON NORTHWEST CORNER OF NORTH OUTCROP OF ROCK AND
 GA2811'ABOUT 3 FEET ABOVE LEVEL OF ROAD.
 GA2811
 GA2811                          STATION RECOVERY (1957)
 GA2811
 GA2811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0486 ***********************************************************************
 GY0486  DESIGNATION -  L 255
 GY0486  PID         -  GY0486
 GY0486  STATE/COUNTY-  KY/PIKE
 GY0486  USGS QUAD   -  WILLIAMSON (1992)
 GY0486
 GY0486                         *CURRENT SURVEY CONTROL
 GY0486  ___________________________________________________________________
 GY0486* NAD 83(1986)-  37 41 57.     (N)    082 21 18.     (W)     SCALED    
 GY0486* NAVD 88     -       200.832  (meters)     658.90   (feet)  ADJUSTED  
 GY0486  ___________________________________________________________________
 GY0486  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GY0486  DYNAMIC HT  -         200.684 (meters)     658.41  (feet)  COMP
 GY0486  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 GY0486
 GY0486  VERT ORDER  -  SECOND    CLASS 0
 GY0486
 GY0486.The horizontal coordinates were scaled from a topographic map and have
 GY0486.an estimated accuracy of +/- 6 seconds.
 GY0486
 GY0486.The orthometric height was determined by differential leveling
 GY0486.and adjusted by the National Geodetic Survey in June 1991..
 GY0486
 GY0486.The geoid height was determined by GEOID03.
 GY0486
 GY0486.The dynamic height is computed by dividing the NAVD 88
 GY0486.geopotential number by the normal gravity value computed on the
 GY0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0486.degrees latitude (g = 980.6199 gals.).
 GY0486
 GY0486.The modeled gravity was interpolated from observed gravity values.
 GY0486
 GY0486;                    North         East    Units  Estimated Accuracy
 GY0486;SPC KY1Z     - 1,157,030.    1,799,310.      MT  (+/- 180 meters Scaled)
 GY0486
 GY0486                          SUPERSEDED SURVEY CONTROL
 GY0486
 GY0486  NGVD 29 (??/??/92)  201.055  (m)          659.63   (f) ADJ UNCH    2 0
 GY0486
 GY0486.Superseded values are not recommended for survey control.
 GY0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0486.See file dsdata.txt to determine how the superseded data were derived.
 GY0486
 GY0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB805733(NAD 83)
 GY0486_MARKER: DB = BENCH MARK DISK
 GY0486_SETTING: 80 = SET IN A BOULDER
 GY0486_STAMPING: L 255 1952 659.628
 GY0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0486+STABILITY: SURFACE MOTION
 GY0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0486+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 GY0486
 GY0486  HISTORY     - Date     Condition        Report By
 GY0486  HISTORY     - 1952     MONUMENTED       CGS
 GY0486  HISTORY     - 1956     GOOD             NGS
 GY0486  HISTORY     - 20010627 GOOD             KYDT
 GY0486
 GY0486                          STATION DESCRIPTION
 GY0486
 GY0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0486'8.4 MI NE FROM SIDNEY.
 GY0486'8.35 MILES NORTHEAST ALONG STATE HIGHWAY 468 FROM THE JUNCTION OF
 GY0486'U.S. HIGHWAY 119 AND BEVINS SCHOOL AT SIDNEY, 0.5 MILE NORTH OF
 GY0486'MARY ELIZABETH BAPTIST CHURCH, 47 FEET NORTHWEST OF NORTHEAST END
 GY0486'OF A 36-INCH PIPE CULVERT UNDER HIGHWAY, 43 FEET NORTH NORTHEAST
 GY0486'AND ACROSS ROAD FROM THE NORTHEAST END OF FOOT BRIDGE LEADING
 GY0486'TO LAYS LOWES HOME, 17 FEET NORTHEAST OF THE CENTER LINE OF
 GY0486'HIGHWAY, 5.5 FEET NORTH OF NORTHWEST END OF AN 18-INCH PIPE
 GY0486'CULVERT UNDER ENTRANCE TO A PRIVATE PARKING AREA, ABOUT 1.5 FEET
 GY0486'ABOVE LEVEL OF HIGHWAY, IN THE TOP OF AN OUTCROPPING SANDSTONE
 GY0486'BOULDER.
 GY0486
 GY0486                          STATION RECOVERY (2001)
 GY0486
 GY0486'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0486'18 INCH PIPE MENTIONED IN ORIGINAL DESCRIPTION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2285 ***********************************************************************
 GZ2285  DESIGNATION -  L 256
 GZ2285  PID         -  GZ2285
 GZ2285  STATE/COUNTY-  KY/HARDIN
 GZ2285  USGS QUAD   -  SONORA (1992)
 GZ2285
 GZ2285                         *CURRENT SURVEY CONTROL
 GZ2285  ___________________________________________________________________
 GZ2285* NAD 83(1986)-  37 32 14.     (N)    085 53 46.     (W)     SCALED    
 GZ2285* NAVD 88     -       220.244  (meters)     722.58   (feet)  ADJUSTED  
 GZ2285  ___________________________________________________________________
 GZ2285  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GZ2285  DYNAMIC HT  -         220.074 (meters)     722.03  (feet)  COMP
 GZ2285  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 GZ2285
 GZ2285  VERT ORDER  -  FIRST     CLASS II
 GZ2285
 GZ2285.The horizontal coordinates were scaled from a topographic map and have
 GZ2285.an estimated accuracy of +/- 6 seconds.
 GZ2285
 GZ2285.The orthometric height was determined by differential leveling
 GZ2285.and adjusted by the National Geodetic Survey in June 1991..
 GZ2285
 GZ2285.The geoid height was determined by GEOID03.
 GZ2285
 GZ2285.The dynamic height is computed by dividing the NAVD 88
 GZ2285.geopotential number by the normal gravity value computed on the
 GZ2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2285.degrees latitude (g = 980.6199 gals.).
 GZ2285
 GZ2285.The modeled gravity was interpolated from observed gravity values.
 GZ2285
 GZ2285;                    North         East    Units  Estimated Accuracy
 GZ2285;SPC KY1Z     - 1,133,620.    1,487,090.      MT  (+/- 180 meters Scaled)
 GZ2285
 GZ2285                          SUPERSEDED SURVEY CONTROL
 GZ2285
 GZ2285  NGVD 29 (??/??/92)  220.354  (m)          722.94   (f) ADJ UNCH    1 2
 GZ2285
 GZ2285.Superseded values are not recommended for survey control.
 GZ2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2285.See file dsdata.txt to determine how the superseded data were derived.
 GZ2285
 GZ2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG975550(NAD 83)
 GZ2285_MARKER: DB = BENCH MARK DISK
 GZ2285_SETTING: 0 = UNSPECIFIED SETTING
 GZ2285_STAMPING: L 256 1951
 GZ2285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2285
 GZ2285  HISTORY     - Date     Condition        Report By
 GZ2285  HISTORY     - 1951     MONUMENTED       CGS
 GZ2285  HISTORY     - 1982     GOOD             KYDT
 GZ2285
 GZ2285                          STATION DESCRIPTION
 GZ2285
 GZ2285'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2285'1 MI N FROM SONORA.
 GZ2285'0.95 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ2285'FROM THE CROSSING OF STATE HIGHWAY 84 AT SONORA, ABOUT 0.15 MILE
 GZ2285'SOUTH OF MILE POST 54, AT A PRIVATE ROAD CROSSING, 30 1/2 FEET EAST
 GZ2285'OF THE EAST RAIL, 36 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVEL
 GZ2285'ROAD, 134 FEET SOUTHEAST OF CENTER OF PRIVATE ROAD CROSSING,
 GZ2285'1 1/2 FEET SOUTH OF THE SECOND TELEPHONE POLE SOUTH OF PRIVATE
 GZ2285'ROAD, 1 1/2 FEET NORTH OF A FENCE CORNER AND IN LINE WITH FENCE
 GZ2285'LINE SOUTH, AND ABOUT 2 FEET ABOVE THE TRACK.
 GZ2285
 GZ2285                          STATION RECOVERY (1982)
 GZ2285
 GZ2285'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2053 ***********************************************************************
 GZ2053  DESIGNATION -  L 257
 GZ2053  PID         -  GZ2053
 GZ2053  STATE/COUNTY-  KY/HART
 GZ2053  USGS QUAD   -  CANMER (1987)
 GZ2053
 GZ2053                         *CURRENT SURVEY CONTROL
 GZ2053  ___________________________________________________________________
 GZ2053* NAD 83(1986)-  37 20 41.     (N)    085 45 20.     (W)     SCALED    
 GZ2053* NAVD 88     -       200.299  (meters)     657.15   (feet)  ADJUSTED  
 GZ2053  ___________________________________________________________________
 GZ2053  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GZ2053  DYNAMIC HT  -         200.144 (meters)     656.64  (feet)  COMP
 GZ2053  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 GZ2053
 GZ2053  VERT ORDER  -  SECOND    CLASS 0
 GZ2053
 GZ2053.The horizontal coordinates were scaled from a topographic map and have
 GZ2053.an estimated accuracy of +/- 6 seconds.
 GZ2053
 GZ2053.The orthometric height was determined by differential leveling
 GZ2053.and adjusted by the National Geodetic Survey in June 1991..
 GZ2053
 GZ2053.The geoid height was determined by GEOID03.
 GZ2053
 GZ2053.The dynamic height is computed by dividing the NAVD 88
 GZ2053.geopotential number by the normal gravity value computed on the
 GZ2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2053.degrees latitude (g = 980.6199 gals.).
 GZ2053
 GZ2053.The modeled gravity was interpolated from observed gravity values.
 GZ2053
 GZ2053;                    North         East    Units  Estimated Accuracy
 GZ2053;SPC KY1Z     - 1,112,250.    1,499,510.      MT  (+/- 180 meters Scaled)
 GZ2053
 GZ2053                          SUPERSEDED SURVEY CONTROL
 GZ2053
 GZ2053  NGVD 29 (??/??/92)  200.429  (m)          657.57   (f) ADJ UNCH    2 0
 GZ2053
 GZ2053.Superseded values are not recommended for survey control.
 GZ2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2053.See file dsdata.txt to determine how the superseded data were derived.
 GZ2053
 GZ2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG102338(NAD 83)
 GZ2053_MARKER: DB = BENCH MARK DISK
 GZ2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2053_STAMPING: L 257 1951
 GZ2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2053+STABILITY: SURFACE MOTION
 GZ2053
 GZ2053  HISTORY     - Date     Condition        Report By
 GZ2053  HISTORY     - 1951     MONUMENTED       CGS
 GZ2053
 GZ2053                          STATION DESCRIPTION
 GZ2053
 GZ2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2053'0.4 MI N FROM LINWOOD.
 GZ2053'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 31 E FROM THE POST OFFICE
 GZ2053'AND CROSSROADS AT LINWOOD, ABOUT 0.1 MILE NORTH OF THE JUNCTION
 GZ2053'OF A ROAD WEST, ABOUT 0.15 MILE SOUTH OF THE JUNCTION OF A BLACK
 GZ2053'TOP ROAD EAST (OLD HIGHWAY 31E), AT THE JUNCTION OF THE NORTH
 GZ2053'ONE OF TWO DRIVES WEST TO A WHITE HOUSE, 70 FEET WEST OF THE
 GZ2053'CENTER LINE OF HIGHWAY, 53 FEET NORTH OF THE CENTER LINE OF
 GZ2053'DRIVE, 123 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 1 FOOT
 GZ2053'EAST OF A TELEPHONE POLE, ABOUT 6 FEET ABOVE THE HIGHWAY AND SET
 GZ2053'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2283 ***********************************************************************
 GZ2283  DESIGNATION -  L 258
 GZ2283  PID         -  GZ2283
 GZ2283  STATE/COUNTY-  KY/HARDIN
 GZ2283  USGS QUAD   -  SONORA (1992)
 GZ2283
 GZ2283                         *CURRENT SURVEY CONTROL
 GZ2283  ___________________________________________________________________
 GZ2283* NAD 83(1986)-  37 30 39.     (N)    085 53 24.     (W)     SCALED    
 GZ2283* NAVD 88     -       219.405  (meters)     719.83   (feet)  ADJUSTED  
 GZ2283  ___________________________________________________________________
 GZ2283  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GZ2283  DYNAMIC HT  -         219.235 (meters)     719.27  (feet)  COMP
 GZ2283  MODELED GRAV-     979,852.2   (mgal)                       NAVD 88
 GZ2283
 GZ2283  VERT ORDER  -  FIRST     CLASS II
 GZ2283
 GZ2283.The horizontal coordinates were scaled from a topographic map and have
 GZ2283.an estimated accuracy of +/- 6 seconds.
 GZ2283
 GZ2283.The orthometric height was determined by differential leveling
 GZ2283.and adjusted by the National Geodetic Survey in June 1991..
 GZ2283
 GZ2283.The geoid height was determined by GEOID03.
 GZ2283
 GZ2283.The dynamic height is computed by dividing the NAVD 88
 GZ2283.geopotential number by the normal gravity value computed on the
 GZ2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2283.degrees latitude (g = 980.6199 gals.).
 GZ2283
 GZ2283.The modeled gravity was interpolated from observed gravity values.
 GZ2283
 GZ2283;                    North         East    Units  Estimated Accuracy
 GZ2283;SPC KY1Z     - 1,130,690.    1,487,620.      MT  (+/- 180 meters Scaled)
 GZ2283
 GZ2283                          SUPERSEDED SURVEY CONTROL
 GZ2283
 GZ2283  NGVD 29 (??/??/92)  219.514  (m)          720.19   (f) ADJ UNCH    1 2
 GZ2283
 GZ2283.Superseded values are not recommended for survey control.
 GZ2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2283.See file dsdata.txt to determine how the superseded data were derived.
 GZ2283
 GZ2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG981521(NAD 83)
 GZ2283_MARKER: DB = BENCH MARK DISK
 GZ2283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2283_SP_SET: CULVERT
 GZ2283_STAMPING: L 258 1951
 GZ2283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2283
 GZ2283  HISTORY     - Date     Condition        Report By
 GZ2283  HISTORY     - 1951     MONUMENTED       CGS
 GZ2283  HISTORY     - 1965     GOOD             NGS
 GZ2283  HISTORY     - 1982     GOOD             KYDT
 GZ2283
 GZ2283                          STATION DESCRIPTION
 GZ2283
 GZ2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2283'0.9 MI S FROM SONORA.
 GZ2283'0.9 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GZ2283'THE CROSSING OF STATE HIGHWAY 84 AT SONORA, ABOUT 7 RAILS SOUTH
 GZ2283'OF MILE POST 56, IN THE TOP OF THE CENTER AND DIRECTLY OVER
 GZ2283'PARTITION OF EAST HEAD WALL OF AN 18-FOOT CONCRETE CULVERT WITH
 GZ2283'PARTITION, 24 FEET EAST OF EAST RAIL AND ABOUT 6 FEET BELOW
 GZ2283'THE TRACK.
 GZ2283
 GZ2283                          STATION RECOVERY (1965)
 GZ2283
 GZ2283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GZ2283'RECOVERED IN GOOD CONDITION.
 GZ2283
 GZ2283                          STATION RECOVERY (1982)
 GZ2283
 GZ2283'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1991 ***********************************************************************
 GZ1991  DESIGNATION -  L 259
 GZ1991  PID         -  GZ1991
 GZ1991  STATE/COUNTY-  KY/HART
 GZ1991  USGS QUAD   -  HUDGINS (1961)
 GZ1991
 GZ1991                         *CURRENT SURVEY CONTROL
 GZ1991  ___________________________________________________________________
 GZ1991* NAD 83(1986)-  37 21 12.     (N)    085 43 15.     (W)     SCALED    
 GZ1991* NAVD 88     -       208.815  (meters)     685.09   (feet)  ADJUSTED  
 GZ1991  ___________________________________________________________________
 GZ1991  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GZ1991  DYNAMIC HT  -         208.654 (meters)     684.56  (feet)  COMP
 GZ1991  MODELED GRAV-     979,852.8   (mgal)                       NAVD 88
 GZ1991
 GZ1991  VERT ORDER  -  SECOND    CLASS 0
 GZ1991
 GZ1991.The horizontal coordinates were scaled from a topographic map and have
 GZ1991.an estimated accuracy of +/- 6 seconds.
 GZ1991
 GZ1991.The orthometric height was determined by differential leveling
 GZ1991.and adjusted by the National Geodetic Survey in June 1991..
 GZ1991
 GZ1991.The geoid height was determined by GEOID03.
 GZ1991
 GZ1991.The dynamic height is computed by dividing the NAVD 88
 GZ1991.geopotential number by the normal gravity value computed on the
 GZ1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1991.degrees latitude (g = 980.6199 gals.).
 GZ1991
 GZ1991.The modeled gravity was interpolated from observed gravity values.
 GZ1991
 GZ1991;                    North         East    Units  Estimated Accuracy
 GZ1991;SPC KY1Z     - 1,113,200.    1,502,580.      MT  (+/- 180 meters Scaled)
 GZ1991
 GZ1991                          SUPERSEDED SURVEY CONTROL
 GZ1991
 GZ1991  NGVD 29 (??/??/92)  208.947  (m)          685.52   (f) ADJ UNCH    2 0
 GZ1991
 GZ1991.Superseded values are not recommended for survey control.
 GZ1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1991.See file dsdata.txt to determine how the superseded data were derived.
 GZ1991
 GZ1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG132348(NAD 83)
 GZ1991_MARKER: DB = BENCH MARK DISK
 GZ1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1991_STAMPING: L 259 1951
 GZ1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1991+STABILITY: SURFACE MOTION
 GZ1991
 GZ1991  HISTORY     - Date     Condition        Report By
 GZ1991  HISTORY     - 1951     MONUMENTED       CGS
 GZ1991
 GZ1991                          STATION DESCRIPTION
 GZ1991
 GZ1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1991'2.7 MI NE FROM LINWOOD.
 GZ1991'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 31E FROM THE POST OFFICE
 GZ1991'AND CROSSROADS AT LINWOOD, THENCE ABOUT 0.2 MILE EAST AND
 GZ1991'NORTHEAST ALONG OLD HIGHWAY 31E, THENCE ABOUT 1.9 MILES EAST AND
 GZ1991'NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.7 MILE WEST OF A 50-FOOT
 GZ1991'WOODEN BRIDGE OVER LYN CAMP CREEK, AT THE JUNCTION OF A NARROW
 GZ1991'ROAD LEADING WEST AND AT THE CROSSING AND DIRECTLY IN LINE WITH
 GZ1991'A STEEL TOWER POWER TRANSMISSION LINE, 29 FEET NORTHWEST OF THE
 GZ1991'CENTER LINE OF ROAD, 20 FEET SOUTH OF CENTER LINE OF ROAD WEST,
 GZ1991'62 FEET NORTH AND ACROSS ROAD FROM THE WEST LEG OF TRANSMISSION
 GZ1991'TOWER NO. 362, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ1991'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1991'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2672 ***********************************************************************
 GA2672  DESIGNATION -  L 26
 GA2672  PID         -  GA2672
 GA2672  STATE/COUNTY-  KY/HARLAN
 GA2672  USGS QUAD   -  BALKAN (1974)
 GA2672
 GA2672                         *CURRENT SURVEY CONTROL
 GA2672  ___________________________________________________________________
 GA2672* NAD 83(1986)-  36 48 38.     (N)    083 30 23.     (W)     SCALED    
 GA2672* NAVD 88     -       334.752  (meters)    1098.27   (feet)  ADJUSTED  
 GA2672  ___________________________________________________________________
 GA2672  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA2672  DYNAMIC HT  -         334.464 (meters)    1097.32  (feet)  COMP
 GA2672  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 GA2672
 GA2672  VERT ORDER  -  SECOND    CLASS 0
 GA2672
 GA2672.The horizontal coordinates were scaled from a topographic map and have
 GA2672.an estimated accuracy of +/- 6 seconds.
 GA2672
 GA2672.The orthometric height was determined by differential leveling
 GA2672.and adjusted by the National Geodetic Survey in June 1991..
 GA2672
 GA2672.The geoid height was determined by GEOID03.
 GA2672
 GA2672.The dynamic height is computed by dividing the NAVD 88
 GA2672.geopotential number by the normal gravity value computed on the
 GA2672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2672.degrees latitude (g = 980.6199 gals.).
 GA2672
 GA2672.The modeled gravity was interpolated from observed gravity values.
 GA2672
 GA2672;                    North         East    Units  Estimated Accuracy
 GA2672;SPC KY1Z     - 1,055,370.    1,700,200.      MT  (+/- 180 meters Scaled)
 GA2672
 GA2672                          SUPERSEDED SURVEY CONTROL
 GA2672
 GA2672  NGVD 29 (??/??/92)  334.901  (m)         1098.75   (f) ADJ UNCH    2 0
 GA2672
 GA2672.Superseded values are not recommended for survey control.
 GA2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2672.See file dsdata.txt to determine how the superseded data were derived.
 GA2672
 GA2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA764767(NAD 83)
 GA2672_MARKER: DB = BENCH MARK DISK
 GA2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2672_STAMPING: L 26 1934 1098.754
 GA2672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2672+STABILITY: SURFACE MOTION
 GA2672
 GA2672  HISTORY     - Date     Condition        Report By
 GA2672  HISTORY     - 1934     MONUMENTED       CGS
 GA2672  HISTORY     - 1957     GOOD             NGS
 GA2672
 GA2672                          STATION DESCRIPTION
 GA2672
 GA2672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2672'1.4 MI SW FROM MOLUS.
 GA2672'1.4 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA2672'FROM ROAD CROSSING AT MOLUS, 71.5 FEET NORTH OF THE CENTER OF A
 GA2672'PRIVATE CROSSING FROM A HOUSE TO BARN, 32 FEET EAST OF THE EAST
 GA2672'RAIL (DOUBLE TRACK HAS BEEN REMOVED), EAST AND ACROSS TRACK FROM
 GA2672'A BARN, 2 FEET SOUTH OF THE EXTENDED LINE OF THE NORTH WALL OF
 GA2672'BARN, 18 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, AND ABOUT 4
 GA2672'FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2111 ***********************************************************************
 GZ2111  DESIGNATION -  L 260
 GZ2111  PID         -  GZ2111
 GZ2111  STATE/COUNTY-  KY/METCALFE
 GZ2111  USGS QUAD   -  SULPHUR WELL (1976)
 GZ2111
 GZ2111                         *CURRENT SURVEY CONTROL
 GZ2111  ___________________________________________________________________
 GZ2111* NAD 83(1986)-  37 04 33.     (N)    085 44 07.     (W)     SCALED    
 GZ2111* NAVD 88     -       245.768  (meters)     806.32   (feet)  ADJUSTED  
 GZ2111  ___________________________________________________________________
 GZ2111  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GZ2111  DYNAMIC HT  -         245.572 (meters)     805.68  (feet)  COMP
 GZ2111  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 GZ2111
 GZ2111  VERT ORDER  -  SECOND    CLASS 0
 GZ2111
 GZ2111.The horizontal coordinates were scaled from a topographic map and have
 GZ2111.an estimated accuracy of +/- 6 seconds.
 GZ2111
 GZ2111.The orthometric height was determined by differential leveling
 GZ2111.and adjusted by the National Geodetic Survey in June 1991..
 GZ2111
 GZ2111.The geoid height was determined by GEOID03.
 GZ2111
 GZ2111.The dynamic height is computed by dividing the NAVD 88
 GZ2111.geopotential number by the normal gravity value computed on the
 GZ2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2111.degrees latitude (g = 980.6199 gals.).
 GZ2111
 GZ2111.The modeled gravity was interpolated from observed gravity values.
 GZ2111
 GZ2111;                    North         East    Units  Estimated Accuracy
 GZ2111;SPC KY1Z     - 1,082,410.    1,501,310.      MT  (+/- 180 meters Scaled)
 GZ2111
 GZ2111                          SUPERSEDED SURVEY CONTROL
 GZ2111
 GZ2111  NGVD 29 (??/??/92)  245.909  (m)          806.79   (f) ADJ UNCH    2 0
 GZ2111
 GZ2111.Superseded values are not recommended for survey control.
 GZ2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2111.See file dsdata.txt to determine how the superseded data were derived.
 GZ2111
 GZ2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG124040(NAD 83)
 GZ2111_MARKER: DB = BENCH MARK DISK
 GZ2111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2111_SP_SET: CULVERT
 GZ2111_STAMPING: L 260 1951
 GZ2111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2111
 GZ2111  HISTORY     - Date     Condition        Report By
 GZ2111  HISTORY     - 1951     MONUMENTED       CGS
 GZ2111
 GZ2111                          STATION DESCRIPTION
 GZ2111
 GZ2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2111'2.1 MI W FROM KNOB LICK.
 GZ2111'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 70 FROM THE CROSSROADS
 GZ2111'AT KNOB LICK, ABOUT 0.75 MILE EAST OF A 45-FOOT BRIDGE OVER SPRING
 GZ2111'CREEK, SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF
 GZ2111'AN 8-FOOT CONCRETE BOX CULVERT, 14 FEET SOUTH OF THE CENTER LINE
 GZ2111'OF HIGHWAY, 1 FOOT EAST OF WEST END OF HEAD WALL AND ABOUT 1
 GZ2111'FOOT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2857 ***********************************************************************
 GA2857  DESIGNATION -  L 263
 GA2857  PID         -  GA2857
 GA2857  STATE/COUNTY-  KY/KNOX
 GA2857  USGS QUAD   -  ARTEMUS (1974)
 GA2857
 GA2857                         *CURRENT SURVEY CONTROL
 GA2857  ___________________________________________________________________
 GA2857* NAD 83(1986)-  36 51 25.     (N)    083 45 26.     (W)     SCALED    
 GA2857* NAVD 88     -       305.915  (meters)    1003.66   (feet)  ADJUSTED  
 GA2857  ___________________________________________________________________
 GA2857  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GA2857  DYNAMIC HT  -         305.662 (meters)    1002.83  (feet)  COMP
 GA2857  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 GA2857
 GA2857  VERT ORDER  -  SECOND    CLASS 0
 GA2857
 GA2857.The horizontal coordinates were scaled from a topographic map and have
 GA2857.an estimated accuracy of +/- 6 seconds.
 GA2857
 GA2857.The orthometric height was determined by differential leveling
 GA2857.and adjusted by the National Geodetic Survey in June 1991..
 GA2857
 GA2857.The geoid height was determined by GEOID03.
 GA2857
 GA2857.The dynamic height is computed by dividing the NAVD 88
 GA2857.geopotential number by the normal gravity value computed on the
 GA2857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2857.degrees latitude (g = 980.6199 gals.).
 GA2857
 GA2857.The modeled gravity was interpolated from observed gravity values.
 GA2857
 GA2857;                    North         East    Units  Estimated Accuracy
 GA2857;SPC KY1Z     - 1,060,010.    1,677,710.      MT  (+/- 180 meters Scaled)
 GA2857
 GA2857                          SUPERSEDED SURVEY CONTROL
 GA2857
 GA2857  NGVD 29 (??/??/92)  306.070  (m)         1004.16   (f) ADJ UNCH    2 0
 GA2857
 GA2857.Superseded values are not recommended for survey control.
 GA2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2857.See file dsdata.txt to determine how the superseded data were derived.
 GA2857
 GA2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA541825(NAD 83)
 GA2857_MARKER: DB = BENCH MARK DISK
 GA2857_SETTING: 66 = SET IN ROCK OUTCROP
 GA2857_SP_SET: SET IN ROCK OUTCROP
 GA2857_STAMPING: L 263 1951 1004.165
 GA2857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2857+STABILITY: POSITION/ELEVATION WELL
 GA2857
 GA2857  HISTORY     - Date     Condition        Report By
 GA2857  HISTORY     - 1951     MONUMENTED       CGS
 GA2857  HISTORY     - 1957     GOOD             NGS
 GA2857
 GA2857                          STATION DESCRIPTION
 GA2857
 GA2857'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2857'1.8 MI SW FROM DEWITT.
 GA2857'1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 223 FROM CROSSROADS
 GA2857'AND BRIDGE OVER TRACE FORK AT DEWITT, ON THE INSIDE OF A LONG
 GA2857'CURVE WITH TANGENTS EXTENDING NORTH AND WEST, AT THE JUNCTION
 GA2857'OF A DIM PRIVATE ROAD LEADING NORTHWEST AND UPHILL, IN THE TOP OF
 GA2857'THE NORTHWEST EDGE OF A LARGE SLOPING OUTCROP OF ROCK, 51 FEET
 GA2857'NORTHWEST OF CENTER LINE OF HIGHWAY, 114 FEET EAST OF A POWER
 GA2857'POLE WITH A TRANSFORMER, 19 FEET NORTHWEST OF A FENCE LINE
 GA2857'AND ABOUT 8 FEET ABOVE LEVEL OF HIGHWAY.
 GA2857
 GA2857                          STATION RECOVERY (1957)
 GA2857
 GA2857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2805 ***********************************************************************
 GA2805  DESIGNATION -  L 265
 GA2805  PID         -  GA2805
 GA2805  STATE/COUNTY-  KY/BELL
 GA2805  USGS QUAD   -  BEVERLY (1979)
 GA2805
 GA2805                         *CURRENT SURVEY CONTROL
 GA2805  ___________________________________________________________________
 GA2805* NAD 83(1986)-  36 55 40.     (N)    083 33 12.     (W)     SCALED    
 GA2805* NAVD 88     -       418.786  (meters)    1373.97   (feet)  ADJUSTED  
 GA2805  ___________________________________________________________________
 GA2805  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA2805  DYNAMIC HT  -         418.433 (meters)    1372.81  (feet)  COMP
 GA2805  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 GA2805
 GA2805  VERT ORDER  -  SECOND    CLASS 0
 GA2805
 GA2805.The horizontal coordinates were scaled from a topographic map and have
 GA2805.an estimated accuracy of +/- 6 seconds.
 GA2805
 GA2805.The orthometric height was determined by differential leveling
 GA2805.and adjusted by the National Geodetic Survey in June 1991..
 GA2805
 GA2805.The geoid height was determined by GEOID03.
 GA2805
 GA2805.The dynamic height is computed by dividing the NAVD 88
 GA2805.geopotential number by the normal gravity value computed on the
 GA2805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2805.degrees latitude (g = 980.6199 gals.).
 GA2805
 GA2805.The modeled gravity was interpolated from observed gravity values.
 GA2805
 GA2805;                    North         East    Units  Estimated Accuracy
 GA2805;SPC KY1Z     - 1,068,280.    1,695,700.      MT  (+/- 180 meters Scaled)
 GA2805
 GA2805                          SUPERSEDED SURVEY CONTROL
 GA2805
 GA2805  NGVD 29 (??/??/92)  418.934  (m)         1374.45   (f) ADJ UNCH    2 0
 GA2805
 GA2805.Superseded values are not recommended for survey control.
 GA2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2805.See file dsdata.txt to determine how the superseded data were derived.
 GA2805
 GA2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA725899(NAD 83)
 GA2805_MARKER: DB = BENCH MARK DISK
 GA2805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2805_SP_SET: CULVERT
 GA2805_STAMPING: L 265 1951 1374.453
 GA2805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2805
 GA2805  HISTORY     - Date     Condition        Report By
 GA2805  HISTORY     - 1951     MONUMENTED       CGS
 GA2805  HISTORY     - 1957     GOOD             NGS
 GA2805
 GA2805                          STATION DESCRIPTION
 GA2805
 GA2805'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2805'1.3 MI SW FROM BEVERLY.
 GA2805'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 66 FROM THE RED BIRD
 GA2805'MISSION HOSPITAL AT BEVERLY, ABOUT 0.5 MILE SOUTHWEST OF A CHURCH,
 GA2805'ABOUT 0.5 MILE NORTHEAST OF A BRIDGE OVER A SMALL CREEK, ON THE
 GA2805'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHEAST,
 GA2805'AT THE JUNCTION OF A PRIVATE ROAD LEADING NORTHWEST, IN THE TOP
 GA2805'OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF AN 8-FOOT
 GA2805'CONCRETE BOX CULVERT, 16 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 GA2805'36 FEET SOUTHWEST OF CENTER LINE OF PRIVATE ROAD AND ABOUT 4 FEET
 GA2805'BELOW LEVEL OF HIGHWAY.
 GA2805
 GA2805                          STATION RECOVERY (1957)
 GA2805
 GA2805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2161 ***********************************************************************
 GB2161  DESIGNATION -  L 266
 GB2161  PID         -  GB2161
 GB2161  STATE/COUNTY-  KY/MONROE
 GB2161  USGS QUAD   -  VERNON (1981)
 GB2161
 GB2161                         *CURRENT SURVEY CONTROL
 GB2161  ___________________________________________________________________
 GB2161* NAD 83(1986)-  36 42 48.     (N)    085 37 24.     (W)     SCALED    
 GB2161* NAVD 88     -       296.690  (meters)     973.39   (feet)  ADJUSTED  
 GB2161  ___________________________________________________________________
 GB2161  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB2161  DYNAMIC HT  -         296.442 (meters)     972.58  (feet)  COMP
 GB2161  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 GB2161
 GB2161  VERT ORDER  -  SECOND    CLASS 0
 GB2161
 GB2161.The horizontal coordinates were scaled from a topographic map and have
 GB2161.an estimated accuracy of +/- 6 seconds.
 GB2161
 GB2161.The orthometric height was determined by differential leveling
 GB2161.and adjusted by the National Geodetic Survey in June 1991..
 GB2161
 GB2161.The geoid height was determined by GEOID03.
 GB2161
 GB2161.The dynamic height is computed by dividing the NAVD 88
 GB2161.geopotential number by the normal gravity value computed on the
 GB2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2161.degrees latitude (g = 980.6199 gals.).
 GB2161
 GB2161.The modeled gravity was interpolated from observed gravity values.
 GB2161
 GB2161;                    North         East    Units  Estimated Accuracy
 GB2161;SPC KY1Z     - 1,042,180.    1,511,320.      MT  (+/- 180 meters Scaled)
 GB2161
 GB2161                          SUPERSEDED SURVEY CONTROL
 GB2161
 GB2161  NGVD 29 (??/??/92)  296.817  (m)          973.81   (f) ADJ UNCH    2 0
 GB2161
 GB2161.Superseded values are not recommended for survey control.
 GB2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2161.See file dsdata.txt to determine how the superseded data were derived.
 GB2161
 GB2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF229639(NAD 83)
 GB2161_MARKER: DB = BENCH MARK DISK
 GB2161_SETTING: 66 = SET IN ROCK OUTCROP
 GB2161_SP_SET: ROCK OUTCROP
 GB2161_STAMPING: L 266 1951
 GB2161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2161+STABILITY: POSITION/ELEVATION WELL
 GB2161
 GB2161  HISTORY     - Date     Condition        Report By
 GB2161  HISTORY     - 1951     MONUMENTED       CGS
 GB2161
 GB2161                          STATION DESCRIPTION
 GB2161
 GB2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2161'4.2 MI E FROM TOMPKINSVILLE.
 GB2161'ABOUT 4.2 MILES NORTHEAST AND EAST ALONG STATE HIGHWAY 100
 GB2161'FROM THE JUNCTION OF STATE HIGHWAY 163 AT TOMPKINSVILLE, ABOUT
 GB2161'0.35 MILE EAST OF JUNCTION OF A DIRT ROAD NORTH, IN THE TOP OF
 GB2161'A FLAT OUTCROP OF ROCK PROJECTING ABOUT 1 FOOT OUT OF NARROW
 GB2161'RIDGE, ABOUT 15 YARDS WEST OF EAST END OF A LOW ROCKY CUT, 34
 GB2161'FEET NORTH OF CENTER LINE OF HIGHWAY, 1.4 FEET NORTHEAST OF
 GB2161'SOUTHWEST EDGE OF OUTCROP AND ABOUT 4 FEET ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2127 ***********************************************************************
 GB2127  DESIGNATION -  L 267
 GB2127  PID         -  GB2127
 GB2127  STATE/COUNTY-  KY/MONROE
 GB2127  USGS QUAD   -  SULPHUR LICK (1982)
 GB2127
 GB2127                         *CURRENT SURVEY CONTROL
 GB2127  ___________________________________________________________________
 GB2127* NAD 83(1986)-  36 47 43.     (N)    085 39 51.     (W)     SCALED    
 GB2127* NAVD 88     -       287.661  (meters)     943.77   (feet)  ADJUSTED  
 GB2127  ___________________________________________________________________
 GB2127  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GB2127  DYNAMIC HT  -         287.422 (meters)     942.98  (feet)  COMP
 GB2127  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 GB2127
 GB2127  VERT ORDER  -  SECOND    CLASS 0
 GB2127
 GB2127.The horizontal coordinates were scaled from a topographic map and have
 GB2127.an estimated accuracy of +/- 6 seconds.
 GB2127
 GB2127.The orthometric height was determined by differential leveling
 GB2127.and adjusted by the National Geodetic Survey in June 1991..
 GB2127
 GB2127.The geoid height was determined by GEOID03.
 GB2127
 GB2127.The dynamic height is computed by dividing the NAVD 88
 GB2127.geopotential number by the normal gravity value computed on the
 GB2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2127.degrees latitude (g = 980.6199 gals.).
 GB2127
 GB2127.The modeled gravity was interpolated from observed gravity values.
 GB2127
 GB2127;                    North         East    Units  Estimated Accuracy
 GB2127;SPC KY1Z     - 1,051,270.    1,507,660.      MT  (+/- 180 meters Scaled)
 GB2127
 GB2127                          SUPERSEDED SURVEY CONTROL
 GB2127
 GB2127  NGVD 29 (??/??/92)  287.790  (m)          944.19   (f) ADJ UNCH    2 0
 GB2127
 GB2127.Superseded values are not recommended for survey control.
 GB2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2127.See file dsdata.txt to determine how the superseded data were derived.
 GB2127
 GB2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF191729(NAD 83)
 GB2127_MARKER: DB = BENCH MARK DISK
 GB2127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB2127_SP_SET: CULVERT
 GB2127_STAMPING: L 267 1951
 GB2127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2127
 GB2127  HISTORY     - Date     Condition        Report By
 GB2127  HISTORY     - 1951     MONUMENTED       CGS
 GB2127
 GB2127                          STATION DESCRIPTION
 GB2127
 GB2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2127'7.8 MI NE FROM TOMPKINSVILLE.
 GB2127'ABOUT 6.65 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE COURT
 GB2127'HOUSE AT TOMPKINSVILLE, THENCE ABOUT 1.2 MILES EAST ALONG A
 GB2127'GRAVEL ROAD, ABOUT 1.1 MILES EAST OF SKAGGS CREEK CHURCH AND
 GB2127'CEMETERY, ABOUT 0.6 MILE WEST OF A ROAD LEADING NORTH, ABOUT 0.1
 GB2127'MILE EAST OF JUNCTION OF A ROAD NORTHEAST, AT BOTTOM OF GRADES,
 GB2127'IN THE TOP OF EAST END OF SOUTH HEAD WALL OF A 4-FOOT CONCRETE
 GB2127'CULVERT, 12 FEET SOUTH OF CENTER LINE OF GRAVEL ROAD AND ABOUT
 GB2127'1 FOOT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2176 ***********************************************************************
 GB2176  DESIGNATION -  L 268
 GB2176  PID         -  GB2176
 GB2176  STATE/COUNTY-  KY/MONROE
 GB2176  USGS QUAD   -  VERNON (1981)
 GB2176
 GB2176                         *CURRENT SURVEY CONTROL
 GB2176  ___________________________________________________________________
 GB2176* NAD 83(1986)-  36 38 48.     (N)    085 33 33.     (W)     SCALED    
 GB2176* NAVD 88     -       217.755  (meters)     714.42   (feet)  ADJUSTED  
 GB2176  ___________________________________________________________________
 GB2176  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB2176  DYNAMIC HT  -         217.573 (meters)     713.82  (feet)  COMP
 GB2176  MODELED GRAV-     979,792.1   (mgal)                       NAVD 88
 GB2176
 GB2176  VERT ORDER  -  SECOND    CLASS 0
 GB2176
 GB2176.The horizontal coordinates were scaled from a topographic map and have
 GB2176.an estimated accuracy of +/- 6 seconds.
 GB2176
 GB2176.The orthometric height was determined by differential leveling
 GB2176.and adjusted by the National Geodetic Survey in June 1991..
 GB2176
 GB2176.The geoid height was determined by GEOID03.
 GB2176
 GB2176.The dynamic height is computed by dividing the NAVD 88
 GB2176.geopotential number by the normal gravity value computed on the
 GB2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2176.degrees latitude (g = 980.6199 gals.).
 GB2176
 GB2176.The modeled gravity was interpolated from observed gravity values.
 GB2176
 GB2176;                    North         East    Units  Estimated Accuracy
 GB2176;SPC KY1Z     - 1,034,790.    1,517,070.      MT  (+/- 180 meters Scaled)
 GB2176
 GB2176                          SUPERSEDED SURVEY CONTROL
 GB2176
 GB2176  NGVD 29 (??/??/92)  217.876  (m)          714.81   (f) ADJ UNCH    2 0
 GB2176
 GB2176.Superseded values are not recommended for survey control.
 GB2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2176.See file dsdata.txt to determine how the superseded data were derived.
 GB2176
 GB2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF287566(NAD 83)
 GB2176_MARKER: DB = BENCH MARK DISK
 GB2176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB2176_SP_SET: CULVERT
 GB2176_STAMPING: L 268 1951
 GB2176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2176
 GB2176  HISTORY     - Date     Condition        Report By
 GB2176  HISTORY     - 1951     MONUMENTED       CGS
 GB2176
 GB2176                          STATION DESCRIPTION
 GB2176
 GB2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2176'3.2 MI NW FROM VERNON.
 GB2176'ABOUT 3.15 MILES NORTHWEST AND WEST ALONG STATE HIGHWAY 216
 GB2176'FROM THE POST OFFICE AT VERNON, IN THE TOP OF THE SOUTHEAST
 GB2176'END OF THE NORTHEAST HEAD WALL OF A 3-FOOT CONCRETE BOX
 GB2176'CULVERT, 20 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 60 FEET
 GB2176'NORTH OF CENTER OF JUNCTION OF A DRIVE WEST TO A HOUSE, AND
 GB2176'ABOUT 3 FEET BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1052 ***********************************************************************
 GB1052  DESIGNATION -  L 269
 GB1052  PID         -  GB1052
 GB1052  STATE/COUNTY-  KY/MCCREARY
 GB1052  USGS QUAD   -  BELL FARM (1982)
 GB1052
 GB1052                         *CURRENT SURVEY CONTROL
 GB1052  ___________________________________________________________________
 GB1052* NAD 83(1986)-  36 39 56.     (N)    084 37 42.     (W)     SCALED    
 GB1052* NAVD 88     -       273.663  (meters)     897.84   (feet)  ADJUSTED  
 GB1052  ___________________________________________________________________
 GB1052  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB1052  DYNAMIC HT  -         273.442 (meters)     897.12  (feet)  COMP
 GB1052  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 GB1052
 GB1052  VERT ORDER  -  SECOND    CLASS 0
 GB1052
 GB1052.The horizontal coordinates were scaled from a topographic map and have
 GB1052.an estimated accuracy of +/- 6 seconds.
 GB1052
 GB1052.The orthometric height was determined by differential leveling
 GB1052.and adjusted by the National Geodetic Survey in June 1991..
 GB1052
 GB1052.The geoid height was determined by GEOID03.
 GB1052
 GB1052.The dynamic height is computed by dividing the NAVD 88
 GB1052.geopotential number by the normal gravity value computed on the
 GB1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1052.degrees latitude (g = 980.6199 gals.).
 GB1052
 GB1052.The modeled gravity was interpolated from observed gravity values.
 GB1052
 GB1052;                    North         East    Units  Estimated Accuracy
 GB1052;SPC KY1Z     - 1,037,480.    1,600,290.      MT  (+/- 180 meters Scaled)
 GB1052
 GB1052                          SUPERSEDED SURVEY CONTROL
 GB1052
 GB1052  NGVD 29 (??/??/92)  273.805  (m)          898.31   (f) ADJ UNCH    2 0
 GB1052
 GB1052.Superseded values are not recommended for survey control.
 GB1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1052.See file dsdata.txt to determine how the superseded data were derived.
 GB1052
 GB1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF119603(NAD 83)
 GB1052_MARKER: DB = BENCH MARK DISK
 GB1052_SETTING: 66 = SET IN ROCK OUTCROP
 GB1052_SP_SET: ROCK OUTCROP
 GB1052_STAMPING: L 269 1951 898.309
 GB1052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1052+STABILITY: POSITION/ELEVATION WELL
 GB1052
 GB1052  HISTORY     - Date     Condition        Report By
 GB1052  HISTORY     - 1951     MONUMENTED       CGS
 GB1052  HISTORY     - 1957     GOOD             NGS
 GB1052
 GB1052                          STATION DESCRIPTION
 GB1052
 GB1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1052'2.6 MI E FROM BELL FARM.
 GB1052'ABOUT 2.6 MILES EAST ALONG THE KENTUCKY-TENNESSEE RAILROAD FROM THE
 GB1052'POST OFFICE AND COMMISSARY AT BELL FARM, NEAR ABANDONED SETTLEMENT
 GB1052'OF EXODUS, 18 FEET EAST OF EAST RAIL, IN THE TOP OF THE WEST END
 GB1052'OF A VERY LARGE OUTCROP OF SANDSTONE, EAST AND DIRECTLY ACROSS
 GB1052'TRACK FROM A TIPPLE OF SMALL COAL MINE, 0.8 FOOT NORTHEAST OF
 GB1052'TOP SOUTHWEST EDGE OF OUTCROP, 2 FEET EAST OF WEST TOP EDGE OF
 GB1052'OUTCROP AND ABOUT 5 FEET ABOVE LEVEL OF TRACK.
 GB1052
 GB1052                          STATION RECOVERY (1957)
 GB1052
 GB1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0412 ***********************************************************************
 GB0412  DESIGNATION -  L 270
 GB0412  PID         -  GB0412
 GB0412  STATE/COUNTY-  KY/MCCREARY
 GB0412  USGS QUAD   -  WHITLEY CITY (1982)
 GB0412
 GB0412                         *CURRENT SURVEY CONTROL
 GB0412  ___________________________________________________________________
 GB0412* NAD 83(1986)-  36 42 04.     (N)    084 29 22.     (W)     SCALED    
 GB0412* NAVD 88     -       384.490  (meters)    1261.45   (feet)  ADJUSTED  
 GB0412  ___________________________________________________________________
 GB0412  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GB0412  DYNAMIC HT  -         384.179 (meters)    1260.43  (feet)  COMP
 GB0412  MODELED GRAV-     979,810.6   (mgal)                       NAVD 88
 GB0412
 GB0412  VERT ORDER  -  SECOND    CLASS 0
 GB0412
 GB0412.The horizontal coordinates were scaled from a topographic map and have
 GB0412.an estimated accuracy of +/- 6 seconds.
 GB0412
 GB0412.The orthometric height was determined by differential leveling
 GB0412.and adjusted by the National Geodetic Survey in June 1991..
 GB0412
 GB0412.The geoid height was determined by GEOID03.
 GB0412
 GB0412.The dynamic height is computed by dividing the NAVD 88
 GB0412.geopotential number by the normal gravity value computed on the
 GB0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0412.degrees latitude (g = 980.6199 gals.).
 GB0412
 GB0412.The modeled gravity was interpolated from observed gravity values.
 GB0412
 GB0412;                    North         East    Units  Estimated Accuracy
 GB0412;SPC KY1Z     - 1,041,580.    1,612,650.      MT  (+/- 180 meters Scaled)
 GB0412
 GB0412                          SUPERSEDED SURVEY CONTROL
 GB0412
 GB0412  NGVD 29 (??/??/92)  384.629  (m)         1261.90   (f) ADJ UNCH    2 0
 GB0412
 GB0412.Superseded values are not recommended for survey control.
 GB0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0412.See file dsdata.txt to determine how the superseded data were derived.
 GB0412
 GB0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF242646(NAD 83)
 GB0412_MARKER: DB = BENCH MARK DISK
 GB0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0412_SP_SET: CULVERT
 GB0412_STAMPING: L 270 1951 1261.904
 GB0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0412+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1996
 GB0412
 GB0412  HISTORY     - Date     Condition        Report By
 GB0412  HISTORY     - 1951     MONUMENTED       CGS
 GB0412  HISTORY     - 1957     GOOD             NGS
 GB0412  HISTORY     - 19960619 GOOD             KYDT
 GB0412
 GB0412                          STATION DESCRIPTION
 GB0412
 GB0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0412'0.6 MI W FROM STEARNS.
 GB0412'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 92 FROM THE JUNCTION OF
 GB0412'U.S. HIGHWAY 27 AT STEARNS, ABOUT 105 YARDS SOUTHEAST OF JUNCTION
 GB0412'OF A ROAD LEADING NORTHEAST, ABOUT 0.4 MILE EAST OF JUNCTION
 GB0412'OF STATE HIGHWAY 478 LEADING NORTH, IN THE TOP OF THE SOUTHEAST
 GB0412'END OF THE NORTHEAST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT,
 GB0412'21 FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT 4 1/2
 GB0412'FEET BELOW LEVEL OF HIGHWAY.
 GB0412
 GB0412                          STATION RECOVERY (1957)
 GB0412
 GB0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0412'RECOVERED IN GOOD CONDITION.
 GB0412
 GB0412                          STATION RECOVERY (1996)
 GB0412
 GB0412'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3377 ***********************************************************************
 GY3377  DESIGNATION -  L 271 RESET
 GY3377  PID         -  GY3377
 GY3377  STATE/COUNTY-  KY/PIKE
 GY3377  USGS QUAD   -  LICK CREEK (1978)
 GY3377
 GY3377                         *CURRENT SURVEY CONTROL
 GY3377  ___________________________________________________________________
 GY3377* NAD 83(1986)-  37 29 07.     (N)    082 17 24.     (W)     SCALED    
 GY3377* NAVD 88     -       325.72   (meters)    1068.6    (feet)  RESET     
 GY3377  ___________________________________________________________________
 GY3377  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GY3377
 GY3377  VERT ORDER  -  THIRD
 GY3377
 GY3377.The horizontal coordinates were scaled from a topographic map and have
 GY3377.an estimated accuracy of +/- 6 seconds.
 GY3377
 GY3377.The orthometric height was computed from unverified reset data.
 GY3377.No vertical observational check was made to the station.
 GY3377
 GY3377.The geoid height was determined by GEOID03.
 GY3377
 GY3377;                    North         East    Units  Estimated Accuracy
 GY3377;SPC KY1Z     - 1,133,520.    1,805,920.      MT  (+/- 180 meters Scaled)
 GY3377
 GY3377                          SUPERSEDED SURVEY CONTROL
 GY3377
 GY3377  NGVD 29 (10/08/05)  325.92   (m)         1069.3    (f) RESET       3  
 GY3377
 GY3377.Superseded values are not recommended for survey control.
 GY3377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3377.See file dsdata.txt to determine how the superseded data were derived.
 GY3377
 GY3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB859494(NAD 83)
 GY3377_MARKER: DB = BENCH MARK DISK
 GY3377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GY3377_SP_SET: WINGWALL
 GY3377_STAMPING: L 271 RESET 1984
 GY3377_MARK LOGO: NGS   
 GY3377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3377+STABILITY: SURFACE MOTION
 GY3377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY3377+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 GY3377
 GY3377  HISTORY     - Date     Condition        Report By
 GY3377  HISTORY     - 1985     MONUMENTED       NGS
 GY3377  HISTORY     - 20030416 GOOD             KYDT
 GY3377
 GY3377                          STATION DESCRIPTION
 GY3377
 GY3377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GY3377'7.1 KM (4.40 MI) SE FROM KIMPER.
 GY3377'7.1 KM (4.40 MI) SOUTHEAST ALONG STATE HIGHWAY 632 FROM THE SCHOOL IN
 GY3377'KIMPER TO THE JUNCTION WITH COUNTY ROAD 1758 SOUTH, SET IN THE TOP OF
 GY3377'THE NORTHWEST WINGWALL OF A DOUBLE BOX CULVERT UNDER COUNTY ROAD
 GY3377'1758, 12.2 M (40.0 FT) SOUTH OF THE CENTER OF STATE ROUTE 632, 9.1 M
 GY3377'(29.9 FT) WEST OF THE CENTER OF COUNTY ROAD 1758.
 GY3377'THE MARK IS 0.6 M BELOW THE ROAD.
 GY3377
 GY3377                          STATION RECOVERY (2003)
 GY3377
 GY3377'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GY3377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2752 ***********************************************************************
 GA2752  DESIGNATION -  L 274
 GA2752  PID         -  GA2752
 GA2752  STATE/COUNTY-  KY/BELL
 GA2752  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2752
 GA2752                         *CURRENT SURVEY CONTROL
 GA2752  ___________________________________________________________________
 GA2752* NAD 83(1986)-  36 36 27.     (N)    083 42 07.     (W)     SCALED    
 GA2752* NAVD 88     -       345.584  (meters)    1133.80   (feet)  ADJUSTED  
 GA2752  ___________________________________________________________________
 GA2752  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GA2752  DYNAMIC HT  -         345.281 (meters)    1132.81  (feet)  COMP
 GA2752  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 GA2752
 GA2752  VERT ORDER  -  SECOND    CLASS 0
 GA2752
 GA2752.The horizontal coordinates were scaled from a topographic map and have
 GA2752.an estimated accuracy of +/- 6 seconds.
 GA2752
 GA2752.The orthometric height was determined by differential leveling
 GA2752.and adjusted by the National Geodetic Survey in June 1991..
 GA2752
 GA2752.The geoid height was determined by GEOID03.
 GA2752
 GA2752.The dynamic height is computed by dividing the NAVD 88
 GA2752.geopotential number by the normal gravity value computed on the
 GA2752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2752.degrees latitude (g = 980.6199 gals.).
 GA2752
 GA2752.The modeled gravity was interpolated from observed gravity values.
 GA2752
 GA2752;                    North         East    Units  Estimated Accuracy
 GA2752;SPC KY1Z     - 1,032,440.    1,683,250.      MT  (+/- 180 meters Scaled)
 GA2752
 GA2752                          SUPERSEDED SURVEY CONTROL
 GA2752
 GA2752  NGVD 29 (??/??/92)  345.733  (m)         1134.29   (f) ADJ UNCH    2 0
 GA2752
 GA2752.Superseded values are not recommended for survey control.
 GA2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2752.See file dsdata.txt to determine how the superseded data were derived.
 GA2752
 GA2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA583547(NAD 83)
 GA2752_MARKER: DB = BENCH MARK DISK
 GA2752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2752_SP_SET: ABUTMENT
 GA2752_STAMPING: L 274 1952 1134.292
 GA2752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2752
 GA2752  HISTORY     - Date     Condition        Report By
 GA2752  HISTORY     - 1952     MONUMENTED       CGS
 GA2752  HISTORY     - 1957     GOOD             NGS
 GA2752
 GA2752                          STATION DESCRIPTION
 GA2752
 GA2752'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA2752'AT MIDDLESBORO.
 GA2752'AT MIDDLESBORO, ALONG U.S. HIGHWAY 25E, ABOUT 70 YARDS SOUTHEAST
 GA2752'OF CROSSING OF CUMBERLAND AVENUE (CITY ROUTE OF U.S. HIGHWAY 25E
 GA2752'EXTENDING WEST), IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 GA2752'ABUTMENT OF A 75-FOOT CONCRETE BRIDGE OVER DAVIS CREEK, 27 FEET
 GA2752'SOUTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 GA2752
 GA2752                          STATION RECOVERY (1957)
 GA2752
 GA2752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3664 ***********************************************************************
 GA3664  DESIGNATION -  L 274 RESET
 GA3664  PID         -  GA3664
 GA3664  STATE/COUNTY-  KY/BELL
 GA3664  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3664
 GA3664                         *CURRENT SURVEY CONTROL
 GA3664  ___________________________________________________________________
 GA3664* NAD 83(1986)-  36 36 27.     (N)    083 42 07.     (W)     SCALED    
 GA3664* NAVD 88     -       344.40   (meters)    1129.9    (feet)  RESET     
 GA3664  ___________________________________________________________________
 GA3664  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GA3664
 GA3664  VERT ORDER  -  THIRD
 GA3664
 GA3664.The horizontal coordinates were scaled from a topographic map and have
 GA3664.an estimated accuracy of +/- 6 seconds.
 GA3664
 GA3664.The orthometric height was computed from unverified reset data.
 GA3664.No vertical observational check was made to the station.
 GA3664
 GA3664.The geoid height was determined by GEOID03.
 GA3664
 GA3664;                    North         East    Units  Estimated Accuracy
 GA3664;SPC KY1Z     - 1,032,440.    1,683,250.      MT  (+/- 180 meters Scaled)
 GA3664
 GA3664                          SUPERSEDED SURVEY CONTROL
 GA3664
 GA3664  NGVD 29 (10/08/05)  344.55   (m)         1130.4    (f) RESET       3  
 GA3664
 GA3664.Superseded values are not recommended for survey control.
 GA3664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3664.See file dsdata.txt to determine how the superseded data were derived.
 GA3664
 GA3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA583547(NAD 83)
 GA3664_MARKER: DB = BENCH MARK DISK
 GA3664_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GA3664_SP_SET: CURB
 GA3664_STAMPING: L 274 RESET 1987
 GA3664_MARK LOGO: NGS   
 GA3664_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3664
 GA3664  HISTORY     - Date     Condition        Report By
 GA3664  HISTORY     - 1987     MONUMENTED       LOCSUR
 GA3664
 GA3664                          STATION DESCRIPTION
 GA3664
 GA3664'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987
 GA3664'IN MIDDLESBORO, IN THE TOP OF BRIDGE IN NORTHWEST QUADRANT OF
 GA3664'CUMBERLAND AVENUE AND 13TH STREET NORTH, 1 BLOCK WEST OF INTERSECTION
 GA3664'OF U.S. HIGHWAY 25 E AND CUMBERLAND AVENUE, 6 INCHES NORTH OF THE
 GA3664'SOUTH END OF THE CURB, 15 FEET WEST OF THE CENTERLINE OF NORTH 13TH
 GA3664'STREET AND 36 FEET NORTH OF THE CENTERLINE OF CUMBERLAND AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1644 ***********************************************************************
 GA1644  DESIGNATION -  L 275
 GA1644  PID         -  GA1644
 GA1644  STATE/COUNTY-  KY/LESLIE
 GA1644  USGS QUAD   -  HELTON (1983)
 GA1644
 GA1644                         *CURRENT SURVEY CONTROL
 GA1644  ___________________________________________________________________
 GA1644* NAD 83(1986)-  36 59 10.     (N)    083 26 42.     (W)     SCALED    
 GA1644* NAVD 88     -       346.440  (meters)    1136.61   (feet)  ADJUSTED  
 GA1644  ___________________________________________________________________
 GA1644  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA1644  DYNAMIC HT  -         346.151 (meters)    1135.66  (feet)  COMP
 GA1644  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GA1644
 GA1644  VERT ORDER  -  SECOND    CLASS 0
 GA1644
 GA1644.The horizontal coordinates were scaled from a topographic map and have
 GA1644.an estimated accuracy of +/- 6 seconds.
 GA1644
 GA1644.The orthometric height was determined by differential leveling
 GA1644.and adjusted by the National Geodetic Survey in June 1991..
 GA1644
 GA1644.The geoid height was determined by GEOID03.
 GA1644
 GA1644.The dynamic height is computed by dividing the NAVD 88
 GA1644.geopotential number by the normal gravity value computed on the
 GA1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1644.degrees latitude (g = 980.6199 gals.).
 GA1644
 GA1644.The modeled gravity was interpolated from observed gravity values.
 GA1644
 GA1644;                    North         East    Units  Estimated Accuracy
 GA1644;SPC KY1Z     - 1,074,980.    1,705,190.      MT  (+/- 180 meters Scaled)
 GA1644
 GA1644                          SUPERSEDED SURVEY CONTROL
 GA1644
 GA1644  NGVD 29 (??/??/92)  346.593  (m)         1137.11   (f) ADJ UNCH    2 0
 GA1644
 GA1644.Superseded values are not recommended for survey control.
 GA1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1644.See file dsdata.txt to determine how the superseded data were derived.
 GA1644
 GA1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA823961(NAD 83)
 GA1644_MARKER: DB = BENCH MARK DISK
 GA1644_SETTING: 66 = SET IN ROCK OUTCROP
 GA1644_SP_SET: OUTCROP
 GA1644_STAMPING: L 275 1952 1137.114
 GA1644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1644+STABILITY: POSITION/ELEVATION WELL
 GA1644
 GA1644  HISTORY     - Date     Condition        Report By
 GA1644  HISTORY     - 1952     MONUMENTED       CGS
 GA1644  HISTORY     - 1974     MARK NOT FOUND   NGS
 GA1644
 GA1644                          STATION DESCRIPTION
 GA1644
 GA1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1644'7 MI N FROM SAYLOR.
 GA1644'ABOUT 6.95 MILES NORTH ALONG A ROAD FOLLOWING MIDDLE FORK OF
 GA1644'KENTUCKY RIVER FROM THE POST OFFICE AT SAYLOR, ABOUT 5.95 MILES
 GA1644'SOUTHWEST OF POST OFFICE AND JUNCTION OF U.S. HIGHWAY 421 AT
 GA1644'ASHER, ON THE OUTSIDE AND AT WEST END OF A CURVE WITH TANGENTS
 GA1644'EXTENDING WEST AND NORTH, SET VERTICALLY IN THE WEST FACE OF AN
 GA1644'OUTCROP OF ROCK THAT IS PART OF A ROCK CUT, 18 FEET SOUTH OF
 GA1644'CENTER LINE OF ROAD, 65 FEET SOUTHWEST OF SOUTHEAST END OF THE
 GA1644'SOUTHWEST ONE OF TWO 24-INCH PIPE CULVERTS UNDER APPROXIMATE CENTER
 GA1644'OF CURVE AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
 GA1644
 GA1644                          STATION RECOVERY (1974)
 GA1644
 GA1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GA1644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2315 ***********************************************************************
 GY2315  DESIGNATION -  L 276
 GY2315  PID         -  GY2315
 GY2315  STATE/COUNTY-  KY/LESLIE
 GY2315  USGS QUAD   -  CUTSHIN (1980)
 GY2315
 GY2315                         *CURRENT SURVEY CONTROL
 GY2315  ___________________________________________________________________
 GY2315* NAD 83(1986)-  37 02 26.     (N)    083 22 26.     (W)     SCALED    
 GY2315* NAVD 88     -       292.777  (meters)     960.55   (feet)  ADJUSTED  
 GY2315  ___________________________________________________________________
 GY2315  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GY2315  DYNAMIC HT  -         292.537 (meters)     959.77  (feet)  COMP
 GY2315  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GY2315
 GY2315  VERT ORDER  -  SECOND    CLASS 0
 GY2315
 GY2315.The horizontal coordinates were scaled from a topographic map and have
 GY2315.an estimated accuracy of +/- 6 seconds.
 GY2315
 GY2315.The orthometric height was determined by differential leveling
 GY2315.and adjusted by the National Geodetic Survey in June 1991..
 GY2315
 GY2315.The geoid height was determined by GEOID03.
 GY2315
 GY2315.The dynamic height is computed by dividing the NAVD 88
 GY2315.geopotential number by the normal gravity value computed on the
 GY2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2315.degrees latitude (g = 980.6199 gals.).
 GY2315
 GY2315.The modeled gravity was interpolated from observed gravity values.
 GY2315
 GY2315;                    North         East    Units  Estimated Accuracy
 GY2315;SPC KY1Z     - 1,081,180.    1,711,370.      MT  (+/- 180 meters Scaled)
 GY2315
 GY2315                          SUPERSEDED SURVEY CONTROL
 GY2315
 GY2315  NGVD 29 (??/??/92)  292.935  (m)          961.07   (f) ADJ UNCH    2 0
 GY2315
 GY2315.Superseded values are not recommended for survey control.
 GY2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2315.See file dsdata.txt to determine how the superseded data were derived.
 GY2315
 GY2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB888020(NAD 83)
 GY2315_MARKER: DB = BENCH MARK DISK
 GY2315_SETTING: 66 = SET IN ROCK OUTCROP
 GY2315_SP_SET: ROCK LEDGE
 GY2315_STAMPING: L 276 1952 961.071
 GY2315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2315+STABILITY: POSITION/ELEVATION WELL
 GY2315
 GY2315  HISTORY     - Date     Condition        Report By
 GY2315  HISTORY     - 1952     MONUMENTED       CGS
 GY2315  HISTORY     - 1956     GOOD             NGS
 GY2315  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2315
 GY2315                          STATION DESCRIPTION
 GY2315
 GY2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2315'3.8 MI SE FROM HOSKINSTON.
 GY2315'ABOUT 3.8 MILES SOUTHEAST ALONG A ROAD FOLLOWING GREASY CREEK
 GY2315'FROM THE SCHOOL AND JUNCTION OF U.S. HIGHWAY 421 AT HOSKINSTON,
 GY2315'ABOUT 0.8 MILE SOUTH OF JUNCTION OF A ROAD LEADING EAST, ABOUT
 GY2315'0.6 MILE NORTHWEST OF A SMALL SCHOOL, AT A POINT WHERE ROAD FORDS
 GY2315'GREASY CREEK, IN THE TOP OF A FLAT LEDGE OF ROCK ON THE WEST
 GY2315'BANK OF THE CREEK, 12 FEET WEST OF EXTENDED CENTER LINE OF ROAD
 GY2315'LEADING NORTH FROM CREEK BED AND ABOUT 4 FEET ABOVE LEVEL OF
 GY2315'CREEK BED.
 GY2315
 GY2315                          STATION RECOVERY (1956)
 GY2315
 GY2315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2315'RECOVERED IN GOOD CONDITION.
 GY2315
 GY2315                          STATION RECOVERY (1977)
 GY2315
 GY2315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2372 ***********************************************************************
 GY2372  DESIGNATION -  L 277
 GY2372  PID         -  GY2372
 GY2372  STATE/COUNTY-  KY/LESLIE
 GY2372  USGS QUAD   -  CUTSHIN (1980)
 GY2372
 GY2372                         *CURRENT SURVEY CONTROL
 GY2372  ___________________________________________________________________
 GY2372* NAD 83(1986)-  37 01 12.     (N)    083 18 09.     (W)     SCALED    
 GY2372* NAVD 88     -       386.751  (meters)    1268.87   (feet)  ADJUSTED  
 GY2372  ___________________________________________________________________
 GY2372  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GY2372  DYNAMIC HT  -         386.429 (meters)    1267.81  (feet)  COMP
 GY2372  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 GY2372
 GY2372  VERT ORDER  -  SECOND    CLASS 0
 GY2372
 GY2372.The horizontal coordinates were scaled from a topographic map and have
 GY2372.an estimated accuracy of +/- 6 seconds.
 GY2372
 GY2372.The orthometric height was determined by differential leveling
 GY2372.and adjusted by the National Geodetic Survey in June 1991..
 GY2372
 GY2372.The geoid height was determined by GEOID03.
 GY2372
 GY2372.The dynamic height is computed by dividing the NAVD 88
 GY2372.geopotential number by the normal gravity value computed on the
 GY2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2372.degrees latitude (g = 980.6199 gals.).
 GY2372
 GY2372.The modeled gravity was interpolated from observed gravity values.
 GY2372
 GY2372;                    North         East    Units  Estimated Accuracy
 GY2372;SPC KY1Z     - 1,079,070.    1,717,780.      MT  (+/- 180 meters Scaled)
 GY2372
 GY2372                          SUPERSEDED SURVEY CONTROL
 GY2372
 GY2372  NGVD 29 (??/??/92)  386.903  (m)         1269.36   (f) ADJ UNCH    2 0
 GY2372
 GY2372.Superseded values are not recommended for survey control.
 GY2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2372.See file dsdata.txt to determine how the superseded data were derived.
 GY2372
 GY2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA951995(NAD 83)
 GY2372_MARKER: DB = BENCH MARK DISK
 GY2372_SETTING: 66 = SET IN ROCK OUTCROP
 GY2372_SP_SET: ROCK BLUFF
 GY2372_STAMPING: L 277 1952 1269.394
 GY2372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2372+STABILITY: POSITION/ELEVATION WELL
 GY2372
 GY2372  HISTORY     - Date     Condition        Report By
 GY2372  HISTORY     - 1952     MONUMENTED       CGS
 GY2372  HISTORY     - 1956     POOR             NGS
 GY2372
 GY2372                          STATION DESCRIPTION
 GY2372
 GY2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2372'7.2 MI E FROM CHAPPELL.
 GY2372'ABOUT 3.55 MILES SOUTHEAST ALONG A GRAVEL ROAD AND 0.6 MILE
 GY2372'NORTHEAST ALONG A DIRT ROAD WHICH FOLLOWS GREASY CREEK FROM POST
 GY2372'OFFICE AT CHAPPELL, THENCE ABOUT 3.05 MILES NORTHEAST ALONG
 GY2372'WHITE OAK CREEK ROAD, ABOUT 1.05 MILES NORTHEAST OF A ROAD
 GY2372'NORTHWEST, ABOUT 0.55 MILE NORTHEAST OF A SIDE ROAD SOUTHWEST,
 GY2372'SET VERTICALLY IN THE SOUTH FACE OF EAST END OF A ROCK BLUFF
 GY2372'NORTH OF ROAD, 12 FEET NORTH OF CENTER LINE OF ROAD, ABOUT 2
 GY2372'FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.  THE DISK
 GY2372'HAS BEEN SHOT WITH A SHOT GUN.
 GY2372
 GY2372                          STATION RECOVERY (1956)
 GY2372
 GY2372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2372'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1109 ***********************************************************************
 GY1109  DESIGNATION -  L 278
 GY1109  PID         -  GY1109
 GY1109  STATE/COUNTY-  KY/FLOYD
 GY1109  USGS QUAD   -  MC DOWELL (1992)
 GY1109
 GY1109                         *CURRENT SURVEY CONTROL
 GY1109  ___________________________________________________________________
 GY1109* NAD 83(1986)-  37 23 11.     (N)    082 43 16.     (W)     SCALED    
 GY1109* NAVD 88     -       262.102  (meters)     859.91   (feet)  ADJUSTED  
 GY1109  ___________________________________________________________________
 GY1109  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GY1109  DYNAMIC HT  -         261.893 (meters)     859.23  (feet)  COMP
 GY1109  MODELED GRAV-     979,825.4   (mgal)                       NAVD 88
 GY1109
 GY1109  VERT ORDER  -  SECOND    CLASS 0
 GY1109
 GY1109.The horizontal coordinates were scaled from a topographic map and have
 GY1109.an estimated accuracy of +/- 6 seconds.
 GY1109
 GY1109.The orthometric height was determined by differential leveling
 GY1109.and adjusted by the National Geodetic Survey in June 1991..
 GY1109
 GY1109.The geoid height was determined by GEOID03.
 GY1109
 GY1109.The dynamic height is computed by dividing the NAVD 88
 GY1109.geopotential number by the normal gravity value computed on the
 GY1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1109.degrees latitude (g = 980.6199 gals.).
 GY1109
 GY1109.The modeled gravity was interpolated from observed gravity values.
 GY1109
 GY1109;                    North         East    Units  Estimated Accuracy
 GY1109;SPC KY1Z     - 1,121,220.    1,768,170.      MT  (+/- 180 meters Scaled)
 GY1109
 GY1109                          SUPERSEDED SURVEY CONTROL
 GY1109
 GY1109  NGVD 29 (??/??/92)  262.280  (m)          860.50   (f) ADJ UNCH    2 0
 GY1109
 GY1109.Superseded values are not recommended for survey control.
 GY1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1109.See file dsdata.txt to determine how the superseded data were derived.
 GY1109
 GY1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB476391(NAD 83)
 GY1109_MARKER: DB = BENCH MARK DISK
 GY1109_SETTING: 66 = SET IN ROCK OUTCROP
 GY1109_SP_SET: ROCK CUT
 GY1109_STAMPING: L 278 1953 860.497
 GY1109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1109+STABILITY: POSITION/ELEVATION WELL
 GY1109
 GY1109  HISTORY     - Date     Condition        Report By
 GY1109  HISTORY     - 1953     MONUMENTED       CGS
 GY1109  HISTORY     - 1956     GOOD             NGS
 GY1109  HISTORY     - 20040330 MARK NOT FOUND   KYDT
 GY1109
 GY1109                          STATION DESCRIPTION
 GY1109
 GY1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1109'0.6 MI E FROM HI HAT.
 GY1109'0.55 MILE EAST ALONG STATE HIGHWAY 979 FROM JUNCTION OF STATE
 GY1109'HIGHWAY 122 AT HI HAT, 0.25 MILE EAST OF A BRICK SCHOOL, AT THE
 GY1109'WEST AND BOTTOM OF A GRADE, 135 YARDS EAST OF A POINT WHERE C.
 GY1109'AND O. RR. PARELLELS THE HIGHWAY TO THE WEST AND LEAVES HIGHWAY
 GY1109'TO THE EAST, SET VERTICALLY IN THE NORTH FACE OF AN 8-FOOT HIGH
 GY1109'ROCK CUT, 14 FEET SOUTH OF THE CENTER LINE OF HIGHWAY AND ABOUT
 GY1109'1 FOOT ABOVE LEVEL OF HIGHWAY.
 GY1109
 GY1109                          STATION RECOVERY (2004)
 GY1109
 GY1109'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1109'ACCORDING TO LOCAL RESIDENT, A LARGE PORTION OF ROCK CUT, WITH DISK,
 GY1109'FELL OFF THIS CUT YEARS AGO AND LAID IN DITCH TILL IT WAS CLEANED OUT
 GY1109'AND HAULED AWAY, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1075 ***********************************************************************
 GY1075  DESIGNATION -  L 279
 GY1075  PID         -  GY1075
 GY1075  STATE/COUNTY-  KY/FLOYD
 GY1075  USGS QUAD   -  WHEELWRIGHT (1992)
 GY1075
 GY1075                         *CURRENT SURVEY CONTROL
 GY1075  ___________________________________________________________________
 GY1075* NAD 83(1986)-  37 21 02.     (N)    082 41 43.     (W)     SCALED    
 GY1075* NAVD 88     -       303.405  (meters)     995.42   (feet)  ADJUSTED  
 GY1075  ___________________________________________________________________
 GY1075  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GY1075  DYNAMIC HT  -         303.160 (meters)     994.62  (feet)  COMP
 GY1075  MODELED GRAV-     979,816.9   (mgal)                       NAVD 88
 GY1075
 GY1075  VERT ORDER  -  SECOND    CLASS 0
 GY1075
 GY1075.The horizontal coordinates were scaled from a topographic map and have
 GY1075.an estimated accuracy of +/- 6 seconds.
 GY1075
 GY1075.The orthometric height was determined by differential leveling
 GY1075.and adjusted by the National Geodetic Survey in June 1991..
 GY1075
 GY1075.The geoid height was determined by GEOID03.
 GY1075
 GY1075.The dynamic height is computed by dividing the NAVD 88
 GY1075.geopotential number by the normal gravity value computed on the
 GY1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1075.degrees latitude (g = 980.6199 gals.).
 GY1075
 GY1075.The modeled gravity was interpolated from observed gravity values.
 GY1075
 GY1075;                    North         East    Units  Estimated Accuracy
 GY1075;SPC KY1Z     - 1,117,320.    1,770,590.      MT  (+/- 180 meters Scaled)
 GY1075
 GY1075                          SUPERSEDED SURVEY CONTROL
 GY1075
 GY1075  NGVD 29 (??/??/92)  303.578  (m)          995.99   (f) ADJ UNCH    2 0
 GY1075
 GY1075.Superseded values are not recommended for survey control.
 GY1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1075.See file dsdata.txt to determine how the superseded data were derived.
 GY1075
 GY1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB498351(NAD 83)
 GY1075_MARKER: DB = BENCH MARK DISK
 GY1075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1075_SP_SET: BRIDGE
 GY1075_STAMPING: L 279 1953 995.989
 GY1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1075
 GY1075  HISTORY     - Date     Condition        Report By
 GY1075  HISTORY     - 1953     MONUMENTED       CGS
 GY1075  HISTORY     - 1956     GOOD             NGS
 GY1075  HISTORY     - 1979     GOOD             LOCENG
 GY1075
 GY1075                          STATION DESCRIPTION
 GY1075
 GY1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1075'AT MELVIN.
 GY1075'AT MELVIN, ALONG THE CHESAPEAKE AND OHIO RAILROAD, ABOUT 50
 GY1075'YARDS NORTHWEST OF CENTER OF JUNCTION OF STATE HIGHWAYS 122 AND
 GY1075'466, ABOUT 3 1/2 RAILS NORTH OF CROSSING OF STATE HIGHWAY 466,
 GY1075'SET IN THE TOP OF THE EAST END OF BRIDGE SEAT OF THE SOUTH CONCRETE
 GY1075'ABUTMENT OF RAILROAD BRIDGE NO. 216 OVER MOUTH OF ABNER FORK, 8
 GY1075'FEET EAST OF EAST RAIL AND ABOUT 4 FEET BELOW LEVEL OF TRACK.
 GY1075
 GY1075                          STATION RECOVERY (1979)
 GY1075
 GY1075'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 GY1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2828 ***********************************************************************
 GA2828  DESIGNATION -  L 280
 GA2828  PID         -  GA2828
 GA2828  STATE/COUNTY-  KY/CLAY
 GA2828  USGS QUAD   -  BEVERLY (1979)
 GA2828
 GA2828                         *CURRENT SURVEY CONTROL
 GA2828  ___________________________________________________________________
 GA2828* NAD 83(1986)-  36 58 03.     (N)    083 36 45.     (W)     SCALED    
 GA2828* NAVD 88     -       363.626  (meters)    1193.00   (feet)  ADJUSTED  
 GA2828  ___________________________________________________________________
 GA2828  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2828  DYNAMIC HT  -         363.324 (meters)    1192.01  (feet)  COMP
 GA2828  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 GA2828
 GA2828  VERT ORDER  -  SECOND    CLASS 0
 GA2828
 GA2828.The horizontal coordinates were scaled from a topographic map and have
 GA2828.an estimated accuracy of +/- 6 seconds.
 GA2828
 GA2828.The orthometric height was determined by differential leveling
 GA2828.and adjusted by the National Geodetic Survey in June 1991..
 GA2828
 GA2828.The geoid height was determined by GEOID03.
 GA2828
 GA2828.The dynamic height is computed by dividing the NAVD 88
 GA2828.geopotential number by the normal gravity value computed on the
 GA2828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2828.degrees latitude (g = 980.6199 gals.).
 GA2828
 GA2828.The modeled gravity was interpolated from observed gravity values.
 GA2828
 GA2828;                    North         East    Units  Estimated Accuracy
 GA2828;SPC KY1Z     - 1,072,560.    1,690,330.      MT  (+/- 180 meters Scaled)
 GA2828
 GA2828                          SUPERSEDED SURVEY CONTROL
 GA2828
 GA2828  NGVD 29 (??/??/92)  363.777  (m)         1193.49   (f) ADJ UNCH    2 0
 GA2828
 GA2828.Superseded values are not recommended for survey control.
 GA2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2828.See file dsdata.txt to determine how the superseded data were derived.
 GA2828
 GA2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA674944(NAD 83)
 GA2828_MARKER: DB = BENCH MARK DISK
 GA2828_SETTING: 66 = SET IN ROCK OUTCROP
 GA2828_SP_SET: SET IN ROCK OUTCROP
 GA2828_STAMPING: L 280 1952 1193.492
 GA2828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2828+STABILITY: POSITION/ELEVATION WELL
 GA2828
 GA2828  HISTORY     - Date     Condition        Report By
 GA2828  HISTORY     - 1952     MONUMENTED       CGS
 GA2828  HISTORY     - 1957     POOR             NGS
 GA2828
 GA2828                          STATION DESCRIPTION
 GA2828
 GA2828'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA2828'5.5 MI SE FROM BRIGHTSHADE.
 GA2828'5.5 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GA2828'BRIGHTSHADE, ABOUT 0.25 MILE NORTH OF DARBS BRANCH SCHOOL, IN
 GA2828'THE TOP OF A LARGE SANDSTONE OUTCROP WHICH IS LOCATED IN EAST EDGE
 GA2828'OF A SMALL CULTIVATED FIELD, 58 FEET WEST AND ACROSS A SMALL CREEK
 GA2828'FROM CENTER LINE OF ROAD, 146 FEET SOUTH OF SOUTHWEST CORNER OF
 GA2828'A SHACK, 2 1/2 FEET EAST OF EAST END OF A PROMINENT BOUNDER ABOUT
 GA2828'23 BY 14 FEET, 6 FEET WEST OF A RAIL FENCE AND ABOUT 2 1/2 FEET
 GA2828'BELOW LEVEL OF ROAD.  NOTE-- THE RAIL FENCE IS NOW A WIRE FENCE.
 GA2828
 GA2828                          STATION RECOVERY (1957)
 GA2828
 GA2828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2828'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1448 ***********************************************************************
 GY1448  DESIGNATION -  L 282
 GY1448  PID         -  GY1448
 GY1448  STATE/COUNTY-  KY/JOHNSON
 GY1448  USGS QUAD   -  PAINTSVILLE (1992)
 GY1448
 GY1448                         *CURRENT SURVEY CONTROL
 GY1448  ___________________________________________________________________
 GY1448* NAD 83(1986)-  37 46 56.     (N)    082 50 23.     (W)     SCALED    
 GY1448* NAVD 88     -       189.051  (meters)     620.24   (feet)  ADJUSTED  
 GY1448  ___________________________________________________________________
 GY1448  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GY1448  DYNAMIC HT  -         188.909 (meters)     619.78  (feet)  COMP
 GY1448  MODELED GRAV-     979,877.8   (mgal)                       NAVD 88
 GY1448
 GY1448  VERT ORDER  -  SECOND    CLASS 0
 GY1448
 GY1448.The horizontal coordinates were scaled from a topographic map and have
 GY1448.an estimated accuracy of +/- 6 seconds.
 GY1448
 GY1448.The orthometric height was determined by differential leveling
 GY1448.and adjusted by the National Geodetic Survey in June 1991..
 GY1448
 GY1448.The geoid height was determined by GEOID03.
 GY1448
 GY1448.The dynamic height is computed by dividing the NAVD 88
 GY1448.geopotential number by the normal gravity value computed on the
 GY1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1448.degrees latitude (g = 980.6199 gals.).
 GY1448
 GY1448.The modeled gravity was interpolated from observed gravity values.
 GY1448
 GY1448;                    North         East    Units  Estimated Accuracy
 GY1448;SPC KY1Z     - 1,164,800.    1,756,310.      MT  (+/- 180 meters Scaled)
 GY1448
 GY1448                          SUPERSEDED SURVEY CONTROL
 GY1448
 GY1448  NGVD 29 (??/??/92)  189.251  (m)          620.90   (f) ADJ UNCH    2 0
 GY1448
 GY1448.Superseded values are not recommended for survey control.
 GY1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1448.See file dsdata.txt to determine how the superseded data were derived.
 GY1448
 GY1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB379832(NAD 83)
 GY1448_MARKER: DB = BENCH MARK DISK
 GY1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1448_STAMPING: L 282 1952 620.901
 GY1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1448+STABILITY: SURFACE MOTION
 GY1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1448+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1994
 GY1448
 GY1448  HISTORY     - Date     Condition        Report By
 GY1448  HISTORY     - 1952     MONUMENTED       CGS
 GY1448  HISTORY     - 1955     GOOD             NGS
 GY1448  HISTORY     - 19941006 GOOD             KYDT
 GY1448
 GY1448                          STATION DESCRIPTION
 GY1448
 GY1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1448'1 MI NE FROM DENVER.
 GY1448'1.0 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT DENVER,
 GY1448'0.2 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD NORTHWEST,
 GY1448'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND
 GY1448'WEST, AT A POINT WHERE ROAD LEADS NORTH AWAY FROM THE CHESAPEAKE
 GY1448'AND OHIO RAILROAD, 39 FEET SOUTHEAST OF CENTER OF ROAD, 36
 GY1448'FEET NORTHEAST OF CENTER OF TRACK AT CENTER OF A PRIVATE ROAD
 GY1448'CROSSING, 18.5 FEET NORTH OF THE NORTH RAIL, 27 FEET WEST OF
 GY1448'TELEPHONE POLE NO. 87, 21 FEET EAST OF CENTER OF PRIVATE ROAD,
 GY1448'1.5 FEET NORTHWEST OF A WHITE WITNESS POST, 3.5 FEET BELOW LEVEL
 GY1448'OF ROAD AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GY1448
 GY1448                          STATION RECOVERY (1994)
 GY1448
 GY1448'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1448' 
 GY1448' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1501 ***********************************************************************
 GY1501  DESIGNATION -  L 283
 GY1501  PID         -  GY1501
 GY1501  STATE/COUNTY-  KY/FLOYD
 GY1501  USGS QUAD   -  MARTIN (1992)
 GY1501
 GY1501                         *CURRENT SURVEY CONTROL
 GY1501  ___________________________________________________________________
 GY1501* NAD 83(1986)-  37 34 46.     (N)    082 50 10.     (W)     SCALED    
 GY1501* NAVD 88     -       220.604  (meters)     723.76   (feet)  ADJUSTED  
 GY1501  ___________________________________________________________________
 GY1501  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 GY1501  DYNAMIC HT  -         220.434 (meters)     723.21  (feet)  COMP
 GY1501  MODELED GRAV-     979,854.4   (mgal)                       NAVD 88
 GY1501
 GY1501  VERT ORDER  -  SECOND    CLASS 0
 GY1501
 GY1501.The horizontal coordinates were scaled from a topographic map and have
 GY1501.an estimated accuracy of +/- 6 seconds.
 GY1501
 GY1501.The orthometric height was determined by differential leveling
 GY1501.and adjusted by the National Geodetic Survey in June 1991..
 GY1501
 GY1501.The geoid height was determined by GEOID03.
 GY1501
 GY1501.The dynamic height is computed by dividing the NAVD 88
 GY1501.geopotential number by the normal gravity value computed on the
 GY1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1501.degrees latitude (g = 980.6199 gals.).
 GY1501
 GY1501.The modeled gravity was interpolated from observed gravity values.
 GY1501
 GY1501;                    North         East    Units  Estimated Accuracy
 GY1501;SPC KY1Z     - 1,142,310.    1,757,330.      MT  (+/- 180 meters Scaled)
 GY1501
 GY1501                          SUPERSEDED SURVEY CONTROL
 GY1501
 GY1501  NGVD 29 (??/??/92)  220.793  (m)          724.38   (f) ADJ UNCH    2 0
 GY1501
 GY1501.Superseded values are not recommended for survey control.
 GY1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1501.See file dsdata.txt to determine how the superseded data were derived.
 GY1501
 GY1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB378607(NAD 83)
 GY1501_MARKER: DB = BENCH MARK DISK
 GY1501_SETTING: 66 = SET IN ROCK OUTCROP
 GY1501_SP_SET: ROCK CUT
 GY1501_STAMPING: L 283 1952 724.385
 GY1501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1501+STABILITY: POSITION/ELEVATION WELL
 GY1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1501+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2001
 GY1501
 GY1501  HISTORY     - Date     Condition        Report By
 GY1501  HISTORY     - 1952     MONUMENTED       CGS
 GY1501  HISTORY     - 1956     GOOD             NGS
 GY1501  HISTORY     - 20010613 GOOD             KYDT
 GY1501
 GY1501                          STATION DESCRIPTION
 GY1501
 GY1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1501'0.5 MI SE FROM RISNER.
 GY1501'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 850 FROM THE POST OFFICE
 GY1501'AT RIENER, 0.85 MILE NORTHWEST OF COLD SPRINGS SCHOOL, 0.7 MILE
 GY1501'NORTHWEST OF COLD SPRINGS, BAPTIST CHURCH, SET IN THE TOP OF A
 GY1501'SANDSTONE LEDGE AT THE BOTTOM OF A SHORT ROCK CUT, 18 FEET WEST
 GY1501'OF CENTER LINE OF HIGHWAY, 97 FEET SOUTH OF THE SOUTH END OF
 GY1501'THE WEST GUARD RAIL OF A CONCRETE BRIDGE OVER CANEY CREEK, 7
 GY1501'FEET NORTH OF THE SOUTH END OF ROCK LEDGE, ABOUT 3.5 FEET ABOVE
 GY1501'LEVEL OF HIGHWAY.
 GY1501
 GY1501                          STATION RECOVERY (2001)
 GY1501
 GY1501'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1494 ***********************************************************************
 GY1494  DESIGNATION -  L 284
 GY1494  PID         -  GY1494
 GY1494  STATE/COUNTY-  KY/FLOYD
 GY1494  USGS QUAD   -  IVYTON (1992)
 GY1494
 GY1494                         *CURRENT SURVEY CONTROL
 GY1494  ___________________________________________________________________
 GY1494* NAD 83(1986)-  37 41 46.     (N)    082 56 16.     (W)     SCALED    
 GY1494* NAVD 88     -       239.115  (meters)     784.50   (feet)  ADJUSTED  
 GY1494  ___________________________________________________________________
 GY1494  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GY1494  DYNAMIC HT  -         238.933 (meters)     783.90  (feet)  COMP
 GY1494  MODELED GRAV-     979,862.8   (mgal)                       NAVD 88
 GY1494
 GY1494  VERT ORDER  -  SECOND    CLASS 0
 GY1494
 GY1494.The horizontal coordinates were scaled from a topographic map and have
 GY1494.an estimated accuracy of +/- 6 seconds.
 GY1494
 GY1494.The orthometric height was determined by differential leveling
 GY1494.and adjusted by the National Geodetic Survey in June 1991..
 GY1494
 GY1494.The geoid height was determined by GEOID03.
 GY1494
 GY1494.The dynamic height is computed by dividing the NAVD 88
 GY1494.geopotential number by the normal gravity value computed on the
 GY1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1494.degrees latitude (g = 980.6199 gals.).
 GY1494
 GY1494.The modeled gravity was interpolated from observed gravity values.
 GY1494
 GY1494;                    North         East    Units  Estimated Accuracy
 GY1494;SPC KY1Z     - 1,154,980.    1,747,960.      MT  (+/- 180 meters Scaled)
 GY1494
 GY1494                          SUPERSEDED SURVEY CONTROL
 GY1494
 GY1494  NGVD 29 (??/??/92)  239.305  (m)          785.12   (f) ADJ UNCH    2 0
 GY1494
 GY1494.Superseded values are not recommended for survey control.
 GY1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1494.See file dsdata.txt to determine how the superseded data were derived.
 GY1494
 GY1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB291738(NAD 83)
 GY1494_MARKER: DB = BENCH MARK DISK
 GY1494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1494_SP_SET: BRIDGE
 GY1494_STAMPING: L 284 1952 785.120
 GY1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1494
 GY1494  HISTORY     - Date     Condition        Report By
 GY1494  HISTORY     - 1952     MONUMENTED       CGS
 GY1494  HISTORY     - 1955     GOOD             NGS
 GY1494
 GY1494                          STATION DESCRIPTION
 GY1494
 GY1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1494'2.4 MI SE FROM IVYTON.
 GY1494'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 114 FROM THE SCHOOL
 GY1494'AT IVYTON, 0.25 MILE SOUTHEAST OF THE MAGOFFIN - FLOYD COUNTY
 GY1494'LINE, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 GY1494'CONCRETE BASE OF THE GUARD RAIL OF A 36-FOOT CONCRETE BRIDGE
 GY1494'OVER ROAD FORK, 16 FEET NORTHEAST OF CENTER LINE OF HIGHWAY,
 GY1494'117 FEET NORTHWEST OF WEST CORNER OF NEEDMORE SCHOOL
 GY1494'BUILDING, 25 FEET SOUTHEAST OF CENTER OF A GRAVEL ROAD NORTHEAST
 GY1494'AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2348 ***********************************************************************
 GY2348  DESIGNATION -  L 285
 GY2348  PID         -  GY2348
 GY2348  STATE/COUNTY-  KY/LESLIE
 GY2348  USGS QUAD   -  HYDEN EAST (1980)
 GY2348
 GY2348                         *CURRENT SURVEY CONTROL
 GY2348  ___________________________________________________________________
 GY2348* NAD 83(1986)-  37 08 08.     (N)    083 16 55.     (W)     SCALED    
 GY2348* NAVD 88     -       282.020  (meters)     925.26   (feet)  ADJUSTED  
 GY2348  ___________________________________________________________________
 GY2348  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GY2348  DYNAMIC HT  -         281.793 (meters)     924.52  (feet)  COMP
 GY2348  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 GY2348
 GY2348  VERT ORDER  -  SECOND    CLASS 0
 GY2348
 GY2348.The horizontal coordinates were scaled from a topographic map and have
 GY2348.an estimated accuracy of +/- 6 seconds.
 GY2348
 GY2348.The orthometric height was determined by differential leveling
 GY2348.and adjusted by the National Geodetic Survey in June 1991..
 GY2348
 GY2348.The geoid height was determined by GEOID03.
 GY2348
 GY2348.The dynamic height is computed by dividing the NAVD 88
 GY2348.geopotential number by the normal gravity value computed on the
 GY2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2348.degrees latitude (g = 980.6199 gals.).
 GY2348
 GY2348.The modeled gravity was interpolated from observed gravity values.
 GY2348
 GY2348;                    North         East    Units  Estimated Accuracy
 GY2348;SPC KY1Z     - 1,091,930.    1,719,270.      MT  (+/- 180 meters Scaled)
 GY2348
 GY2348                          SUPERSEDED SURVEY CONTROL
 GY2348
 GY2348  NGVD 29 (??/??/92)  282.182  (m)          925.79   (f) ADJ UNCH    2 0
 GY2348
 GY2348.Superseded values are not recommended for survey control.
 GY2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2348.See file dsdata.txt to determine how the superseded data were derived.
 GY2348
 GY2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB973123(NAD 83)
 GY2348_MARKER: DB = BENCH MARK DISK
 GY2348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2348_SP_SET: BRIDGE
 GY2348_STAMPING: L 285 1952 925.792
 GY2348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2348
 GY2348  HISTORY     - Date     Condition        Report By
 GY2348  HISTORY     - 1952     MONUMENTED       CGS
 GY2348  HISTORY     - 1956     GOOD             NGS
 GY2348  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2348  HISTORY     - 19960612 MARK NOT FOUND   KYDT
 GY2348
 GY2348                          STATION DESCRIPTION
 GY2348
 GY2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2348'AT SMILAX.
 GY2348'AT SMILAX, AT THE JUNCTION OF STATE HIGHWAY 699 AND A GRAVEL
 GY2348'ROAD LEADING EAST ALONG PAULS CREEK, ABOUT 35 YARDS SOUTHEAST OF
 GY2348'SOUTHEAST CORNER OF STONE BUILDING (POST OFFICE AND STORE), IN
 GY2348'THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF BRIDGE OVER
 GY2348'CUTSHIN CREEK ON ROAD LEADING EAST, JUST BELOW THE CONFLUENCE OF
 GY2348'CUTSHIN AND PAULS CREEKS, 11 FEET SOUTH OF CENTER LINE OF ROAD
 GY2348'EAST, 126 FEET EAST OF CENTER LINE OF HIGHWAY 699 AND ABOUT LEVEL
 GY2348'WITH BRIDGE FLOOR.
 GY2348
 GY2348                          STATION RECOVERY (1956)
 GY2348
 GY2348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2348'RECOVERED IN GOOD CONDITION.
 GY2348
 GY2348                          STATION RECOVERY (1977)
 GY2348
 GY2348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2348'MARK NOT FOUND.
 GY2348
 GY2348                          STATION RECOVERY (1996)
 GY2348
 GY2348'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2348'THIS BRIDGE HAS BEEN REBUILT, NO SIGN OF RESET, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2361 ***********************************************************************
 GY2361  DESIGNATION -  L 286
 GY2361  PID         -  GY2361
 GY2361  STATE/COUNTY-  KY/LESLIE
 GY2361  USGS QUAD   -  CUTSHIN (1980)
 GY2361
 GY2361                         *CURRENT SURVEY CONTROL
 GY2361  ___________________________________________________________________
 GY2361* NAD 83(1986)-  37 03 09.     (N)    083 15 11.     (W)     SCALED    
 GY2361* NAVD 88     -       456.099  (meters)    1496.38   (feet)  ADJUSTED  
 GY2361  ___________________________________________________________________
 GY2361  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GY2361  DYNAMIC HT  -         455.722 (meters)    1495.15  (feet)  COMP
 GY2361  MODELED GRAV-     979,790.3   (mgal)                       NAVD 88
 GY2361
 GY2361  VERT ORDER  -  SECOND    CLASS 0
 GY2361
 GY2361.The horizontal coordinates were scaled from a topographic map and have
 GY2361.an estimated accuracy of +/- 6 seconds.
 GY2361
 GY2361.The orthometric height was determined by differential leveling
 GY2361.and adjusted by the National Geodetic Survey in June 1991..
 GY2361
 GY2361.The geoid height was determined by GEOID03.
 GY2361
 GY2361.The dynamic height is computed by dividing the NAVD 88
 GY2361.geopotential number by the normal gravity value computed on the
 GY2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2361.degrees latitude (g = 980.6199 gals.).
 GY2361
 GY2361.The modeled gravity was interpolated from observed gravity values.
 GY2361
 GY2361;                    North         East    Units  Estimated Accuracy
 GY2361;SPC KY1Z     - 1,082,790.    1,722,080.      MT  (+/- 180 meters Scaled)
 GY2361
 GY2361                          SUPERSEDED SURVEY CONTROL
 GY2361
 GY2361  NGVD 29 (??/??/92)  456.251  (m)         1496.88   (f) ADJ UNCH    2 0
 GY2361
 GY2361.Superseded values are not recommended for survey control.
 GY2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2361.See file dsdata.txt to determine how the superseded data were derived.
 GY2361
 GY2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB996030(NAD 83)
 GY2361_MARKER: DB = BENCH MARK DISK
 GY2361_SETTING: 66 = SET IN ROCK OUTCROP
 GY2361_SP_SET: BOULDER
 GY2361_STAMPING: L 286 1952 1496.883
 GY2361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2361+STABILITY: POSITION/ELEVATION WELL
 GY2361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2361+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003
 GY2361
 GY2361  HISTORY     - Date     Condition        Report By
 GY2361  HISTORY     - 1952     MONUMENTED       CGS
 GY2361  HISTORY     - 1956     POOR             NGS
 GY2361  HISTORY     - 20030417 GOOD             INDIV
 GY2361
 GY2361                          STATION DESCRIPTION
 GY2361
 GY2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2361'0.3 MI NW FROM BIG FORK.
 GY2361'ABOUT 0.3 MILE NORTHWEST ALONG A ROAD FROM ROAN GAP SCHOOL AT
 GY2361'BIG FORK, ABOUT 0.35 MILE NORTHWEST OF THE POST OFFICE AT BIG FORK,
 GY2361'ABOUT 85 YARDS WEST OF JUNCTION OF A DIM ROAD LEADING WEST AND
 GY2361'DOWNHILL, SET VERTICALLY IN THE SMALL SOUTHEAST FACE OF SOUTHEAST
 GY2361'CORNER OF A PARTLY BURIED BOULDER ABOUT 7 BY 7 FEET AND 7 FEET
 GY2361'HIGH, ALMOST IN LINE WITH A POWER LINE, 1 1/2 FEET ABOVE GROUND
 GY2361'AND ABOUT 10 FEET ABOVE LEVEL OF ROAD.
 GY2361
 GY2361                          STATION RECOVERY (1956)
 GY2361
 GY2361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2361'MARK RECOVERED IN POOR CONDITION.
 GY2361
 GY2361                          STATION RECOVERY (2003)
 GY2361
 GY2361'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TN)
 GY2361'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2277 ***********************************************************************
 GY2277  DESIGNATION -  L 287
 GY2277  PID         -  GY2277
 GY2277  STATE/COUNTY-  KY/LESLIE
 GY2277  USGS QUAD   -  HAZARD SOUTH (1992)
 GY2277
 GY2277                         *CURRENT SURVEY CONTROL
 GY2277  ___________________________________________________________________
 GY2277* NAD 83(1986)-  37 08 33.     (N)    083 13 51.     (W)     SCALED    
 GY2277* NAVD 88     -       392.459  (meters)    1287.59   (feet)  ADJUSTED  
 GY2277  ___________________________________________________________________
 GY2277  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GY2277  DYNAMIC HT  -         392.143 (meters)    1286.56  (feet)  COMP
 GY2277  MODELED GRAV-     979,814.0   (mgal)                       NAVD 88
 GY2277
 GY2277  VERT ORDER  -  SECOND    CLASS 0
 GY2277
 GY2277.The horizontal coordinates were scaled from a topographic map and have
 GY2277.an estimated accuracy of +/- 6 seconds.
 GY2277
 GY2277.The orthometric height was determined by differential leveling
 GY2277.and adjusted by the National Geodetic Survey in June 1991..
 GY2277
 GY2277.The geoid height was determined by GEOID03.
 GY2277
 GY2277.The dynamic height is computed by dividing the NAVD 88
 GY2277.geopotential number by the normal gravity value computed on the
 GY2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2277.degrees latitude (g = 980.6199 gals.).
 GY2277
 GY2277.The modeled gravity was interpolated from observed gravity values.
 GY2277
 GY2277;                    North         East    Units  Estimated Accuracy
 GY2277;SPC KY1Z     - 1,092,830.    1,723,790.      MT  (+/- 180 meters Scaled)
 GY2277
 GY2277                          SUPERSEDED SURVEY CONTROL
 GY2277
 GY2277  NGVD 29 (??/??/92)  392.622  (m)         1288.13   (f) ADJ UNCH    2 0
 GY2277
 GY2277.Superseded values are not recommended for survey control.
 GY2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2277.See file dsdata.txt to determine how the superseded data were derived.
 GY2277
 GY2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB018130(NAD 83)
 GY2277_MARKER: DB = BENCH MARK DISK
 GY2277_SETTING: 66 = SET IN ROCK OUTCROP
 GY2277_SP_SET: ROCK OUTCROP
 GY2277_STAMPING: L 287 1952
 GY2277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2277+STABILITY: POSITION/ELEVATION WELL
 GY2277
 GY2277  HISTORY     - Date     Condition        Report By
 GY2277  HISTORY     - 1952     MONUMENTED       CGS
 GY2277  HISTORY     - 1956     GOOD             NGS
 GY2277  HISTORY     - 19940610 MARK NOT FOUND   KYDT
 GY2277
 GY2277                          STATION DESCRIPTION
 GY2277
 GY2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2277'0.6 MI N FROM DALEY.
 GY2277'ABOUT 0.55 MILE NORTH ALONG A ROUGH ROAD FROM THE POST OFFICE AND
 GY2277'ROAD JUNCTION AT DALEY, ABOUT 0.55 MILE NORTH OF CONFLUENCE OF
 GY2277'BAER BRANCH AND PAULS CREEK, SET VERTICALLY IN THE EAST FACE
 GY2277'NEAR NORTH END OF AN OUTCROP OF ROCK WHICH IS ABOUT 10 BY 12 FEET
 GY2277'AND PROJECTS ABOUT 4 1/2 FEET ABOVE GROUND, 9 FEET WEST OF CENTER
 GY2277'LINE OF ROAD, ABOUT 7 YARDS SOUTH OF A ROCKY BREAK IN GRADE AND
 GY2277'ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 GY2277
 GY2277                          STATION RECOVERY (1956)
 GY2277
 GY2277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2277'RECOVERED IN GOOD CONDITION.
 GY2277
 GY2277                          STATION RECOVERY (1994)
 GY2277
 GY2277'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY2277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2083 ***********************************************************************
 GY2083  DESIGNATION -  L 288
 GY2083  PID         -  GY2083
 GY2083  STATE/COUNTY-  KY/BREATHITT
 GY2083  USGS QUAD   -  NOBLE (1976)
 GY2083
 GY2083                         *CURRENT SURVEY CONTROL
 GY2083  ___________________________________________________________________
 GY2083* NAD 83(1986)-  37 26 37.     (N)    083 12 57.     (W)     SCALED    
 GY2083* NAVD 88     -       243.068  (meters)     797.47   (feet)  ADJUSTED  
 GY2083  ___________________________________________________________________
 GY2083  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GY2083  DYNAMIC HT  -         242.882 (meters)     796.86  (feet)  COMP
 GY2083  MODELED GRAV-     979,856.0   (mgal)                       NAVD 88
 GY2083
 GY2083  VERT ORDER  -  SECOND    CLASS 0
 GY2083
 GY2083.The horizontal coordinates were scaled from a topographic map and have
 GY2083.an estimated accuracy of +/- 6 seconds.
 GY2083
 GY2083.The orthometric height was determined by differential leveling
 GY2083.and adjusted by the National Geodetic Survey in June 1991..
 GY2083
 GY2083.The geoid height was determined by GEOID03.
 GY2083
 GY2083.The dynamic height is computed by dividing the NAVD 88
 GY2083.geopotential number by the normal gravity value computed on the
 GY2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2083.degrees latitude (g = 980.6199 gals.).
 GY2083
 GY2083.The modeled gravity was interpolated from observed gravity values.
 GY2083
 GY2083;                    North         East    Units  Estimated Accuracy
 GY2083;SPC KY1Z     - 1,126,270.    1,724,210.      MT  (+/- 180 meters Scaled)
 GY2083
 GY2083                          SUPERSEDED SURVEY CONTROL
 GY2083
 GY2083  NGVD 29 (??/??/92)  243.233  (m)          798.01   (f) ADJ UNCH    2 0
 GY2083
 GY2083.Superseded values are not recommended for survey control.
 GY2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2083.See file dsdata.txt to determine how the superseded data were derived.
 GY2083
 GY2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB039463(NAD 83)
 GY2083_MARKER: DB = BENCH MARK DISK
 GY2083_SETTING: 66 = SET IN ROCK OUTCROP
 GY2083_SP_SET: ROCK CUT
 GY2083_STAMPING: L 288 1952 798.007
 GY2083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2083+STABILITY: POSITION/ELEVATION WELL
 GY2083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2083+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1996
 GY2083
 GY2083  HISTORY     - Date     Condition        Report By
 GY2083  HISTORY     - 1952     MONUMENTED       CGS
 GY2083  HISTORY     - 1956     GOOD             NGS
 GY2083  HISTORY     - 19961204 GOOD             KYDT
 GY2083
 GY2083                          STATION DESCRIPTION
 GY2083
 GY2083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2083'4.3 MI SE FROM HARDSHELL.
 GY2083'4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM CANEY SCHOOL
 GY2083'AT HARDSHELL, NEAR THE CONFLUENCE BUCKHORN AND TROUBLESOME CREEKS,
 GY2083'ABOUT 30 YARDS NORTHWEST OF THE BREATHITT-PERRY COUNTY LINE, ABOUT
 GY2083'125 YARDS NORTHWEST OF BRIDGE JUNCTION OF ROAD NORTHEAST ALONG
 GY2083'BUCKHORN CREEK, SET VERTICALLY IN THE SMOOTH NORTHEAST FACE OF A
 GY2083'ROCK CUT, 24 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, AND 3
 GY2083'FEET ABOVE HIGHWAY.
 GY2083
 GY2083                          STATION RECOVERY (1996)
 GY2083
 GY2083'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2083'ROAD NOW KY 486.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2296 ***********************************************************************
 GY2296  DESIGNATION -  L 289
 GY2296  PID         -  GY2296
 GY2296  STATE/COUNTY-  KY/PERRY
 GY2296  USGS QUAD   -  TILFORD (1976)
 GY2296
 GY2296                         *CURRENT SURVEY CONTROL
 GY2296  ___________________________________________________________________
 GY2296* NAD 83(1986)-  37 02 14.     (N)    083 05 49.     (W)     SCALED    
 GY2296* NAVD 88     -       410.658  (meters)    1347.30   (feet)  ADJUSTED  
 GY2296  ___________________________________________________________________
 GY2296  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GY2296  DYNAMIC HT  -         410.314 (meters)    1346.17  (feet)  COMP
 GY2296  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GY2296
 GY2296  VERT ORDER  -  SECOND    CLASS 0
 GY2296
 GY2296.The horizontal coordinates were scaled from a topographic map and have
 GY2296.an estimated accuracy of +/- 6 seconds.
 GY2296
 GY2296.The orthometric height was determined by differential leveling
 GY2296.and adjusted by the National Geodetic Survey in June 1991..
 GY2296
 GY2296.The geoid height was determined by GEOID03.
 GY2296
 GY2296.The dynamic height is computed by dividing the NAVD 88
 GY2296.geopotential number by the normal gravity value computed on the
 GY2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2296.degrees latitude (g = 980.6199 gals.).
 GY2296
 GY2296.The modeled gravity was interpolated from observed gravity values.
 GY2296
 GY2296;                    North         East    Units  Estimated Accuracy
 GY2296;SPC KY1Z     - 1,081,480.    1,736,010.      MT  (+/- 180 meters Scaled)
 GY2296
 GY2296                          SUPERSEDED SURVEY CONTROL
 GY2296
 GY2296  NGVD 29 (??/??/92)  410.80   (m)         1347.8    (f) COMPUTED    2 0
 GY2296
 GY2296.Superseded values are not recommended for survey control.
 GY2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2296.See file dsdata.txt to determine how the superseded data were derived.
 GY2296
 GY2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB135010(NAD 83)
 GY2296_MARKER: DB = BENCH MARK DISK
 GY2296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2296_SP_SET: CULVERT
 GY2296_STAMPING: L 289 1952 1347.763
 GY2296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2296
 GY2296  HISTORY     - Date     Condition        Report By
 GY2296  HISTORY     - 1952     MONUMENTED       CGS
 GY2296  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 GY2296
 GY2296                          STATION DESCRIPTION
 GY2296
 GY2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2296'0.8 MI NW FROM DELPHIA.
 GY2296'ABOUT 0.85 MILE NORTHWEST ALONG STATE HIGHWAY 463 FROM THE POST
 GY2296'OFFICE AND SCHOOL AT DELPHIA, ON THE OUTSIDE AND AT SOUTHEAST
 GY2296'END OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND WEST, IN THE
 GY2296'TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A 6-FOOT
 GY2296'CONCRETE CULVERT FOR BEECH ROCK BRANCH, 30 FEET NORTHEAST OF
 GY2296'CENTER LINE OF HIGHWAY AND ABOUT 10 FEET BELOW LEVEL OF HIGHWAY.
 GY2296
 GY2296                          STATION RECOVERY (1975)
 GY2296
 GY2296'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 GY2296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0580 ***********************************************************************
 HZ0580  DESIGNATION -  L 29
 HZ0580  PID         -  HZ0580
 HZ0580  STATE/COUNTY-  KY/GALLATIN
 HZ0580  USGS QUAD   -  SANDERS (1987)
 HZ0580
 HZ0580                         *CURRENT SURVEY CONTROL
 HZ0580  ___________________________________________________________________
 HZ0580* NAD 83(1986)-  38 40 37.     (N)    084 54 22.     (W)     SCALED    
 HZ0580* NAVD 88     -       154.002  (meters)     505.25   (feet)  ADJUSTED  
 HZ0580  ___________________________________________________________________
 HZ0580  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ0580  DYNAMIC HT  -         153.902 (meters)     504.93  (feet)  COMP
 HZ0580  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 HZ0580
 HZ0580  VERT ORDER  -  SECOND    CLASS 0
 HZ0580
 HZ0580.The horizontal coordinates were scaled from a topographic map and have
 HZ0580.an estimated accuracy of +/- 6 seconds.
 HZ0580
 HZ0580.The orthometric height was determined by differential leveling
 HZ0580.and adjusted by the National Geodetic Survey in June 1991..
 HZ0580
 HZ0580.The geoid height was determined by GEOID03.
 HZ0580
 HZ0580.The dynamic height is computed by dividing the NAVD 88
 HZ0580.geopotential number by the normal gravity value computed on the
 HZ0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0580.degrees latitude (g = 980.6199 gals.).
 HZ0580
 HZ0580.The modeled gravity was interpolated from observed gravity values.
 HZ0580
 HZ0580;                    North         East    Units  Estimated Accuracy
 HZ0580;SPC KY1Z     - 1,260,440.    1,573,430.      MT  (+/- 180 meters Scaled)
 HZ0580
 HZ0580                          SUPERSEDED SURVEY CONTROL
 HZ0580
 HZ0580  NGVD 29 (??/??/92)  154.195  (m)          505.89   (f) ADJ UNCH    2 0
 HZ0580
 HZ0580.Superseded values are not recommended for survey control.
 HZ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0580.See file dsdata.txt to determine how the superseded data were derived.
 HZ0580
 HZ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH821830(NAD 83)
 HZ0580_MARKER: DB = BENCH MARK DISK
 HZ0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0580_STAMPING: L 29 1934
 HZ0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0580+STABILITY: SURFACE MOTION
 HZ0580
 HZ0580  HISTORY     - Date     Condition        Report By
 HZ0580  HISTORY     - 1934     MONUMENTED       CGS
 HZ0580  HISTORY     - 1950     MARK NOT FOUND   NGS
 HZ0580  HISTORY     - 19920714 MARK NOT FOUND   USPSQD
 HZ0580
 HZ0580                          STATION DESCRIPTION
 HZ0580
 HZ0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ0580'AT SPARTA.
 HZ0580'AT SPARTA, GALLATIN COUNTY, 250 FEET NORTH OF THE NORTH END OF
 HZ0580'THE LOUISVILLE AND NASHVILLE RAILROAD STATION, 50 YARDS NORTH OF
 HZ0580'THE CENTERLINE OF STATE HIGHWAY 35, AT THE POINT OF A SWITCH, 20.5
 HZ0580'FEET WEST OF THE WEST RAIL, 8.5 FEET SOUTH OF A WATER TOWER, AND
 HZ0580'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED L 29 1934 AND SET
 HZ0580'IN THE TOP OF A CONCRETE POST.
 HZ0580
 HZ0580                          STATION RECOVERY (1992)
 HZ0580
 HZ0580'RECOVERY NOTE BY US POWER SQUADRON 1992 (GK)
 HZ0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1728 ***********************************************************************
 GA1728  DESIGNATION -  L 290
 GA1728  PID         -  GA1728
 GA1728  STATE/COUNTY-  KY/HARLAN
 GA1728  USGS QUAD   -  HARLAN (1978)
 GA1728
 GA1728                         *CURRENT SURVEY CONTROL
 GA1728  ___________________________________________________________________
 GA1728* NAD 83(1986)-  36 48 36.     (N)    083 20 15.     (W)     SCALED    
 GA1728* NAVD 88     -       377.726  (meters)    1239.26   (feet)  ADJUSTED  
 GA1728  ___________________________________________________________________
 GA1728  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1728  DYNAMIC HT  -         377.397 (meters)    1238.18  (feet)  COMP
 GA1728  MODELED GRAV-     979,750.3   (mgal)                       NAVD 88
 GA1728
 GA1728  VERT ORDER  -  SECOND    CLASS 0
 GA1728
 GA1728.The horizontal coordinates were scaled from a topographic map and have
 GA1728.an estimated accuracy of +/- 6 seconds.
 GA1728
 GA1728.The orthometric height was determined by differential leveling
 GA1728.and adjusted by the National Geodetic Survey in June 1991..
 GA1728
 GA1728.The geoid height was determined by GEOID03.
 GA1728
 GA1728.The dynamic height is computed by dividing the NAVD 88
 GA1728.geopotential number by the normal gravity value computed on the
 GA1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1728.degrees latitude (g = 980.6199 gals.).
 GA1728
 GA1728.The modeled gravity was interpolated from observed gravity values.
 GA1728
 GA1728;                    North         East    Units  Estimated Accuracy
 GA1728;SPC KY1Z     - 1,055,690.    1,715,270.      MT  (+/- 180 meters Scaled)
 GA1728
 GA1728                          SUPERSEDED SURVEY CONTROL
 GA1728
 GA1728  NGVD 29 (??/??/92)  377.868  (m)         1239.72   (f) ADJ UNCH    2 0
 GA1728
 GA1728.Superseded values are not recommended for survey control.
 GA1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1728.See file dsdata.txt to determine how the superseded data were derived.
 GA1728
 GA1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA914763(NAD 83)
 GA1728_MARKER: DB = BENCH MARK DISK
 GA1728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1728_SP_SET: CULVERT
 GA1728_STAMPING: L 290 1952 1239.722
 GA1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1728+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 GA1728
 GA1728  HISTORY     - Date     Condition        Report By
 GA1728  HISTORY     - 1952     MONUMENTED       CGS
 GA1728  HISTORY     - 1956     GOOD             NGS
 GA1728  HISTORY     - 20010515 GOOD             KYDT
 GA1728
 GA1728                          STATION DESCRIPTION
 GA1728
 GA1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1728'2.6 MI SW FROM HARLAN.
 GA1728'ABOUT 0.9 MILE SOUTH ALONG U.S. HIGHWAY 421 FROM THE LOUISVILLE
 GA1728'AND NASHVILLE RAILROAD STATION AT HARLAN, THENCE ABOUT 1.7 MILES
 GA1728'SOUTHWEST ALONG STATE HIGHWAY 72, ABOUT 0.15 MILE SOUTHWEST OF A
 GA1728'BLACK TOP ROAD LEADING NORTHWEST TO A MINE, ON THE OUTSIDE AND
 GA1728'AT THE SOUTHWEST END OF A CURVE WITH TANGENTS EXTENDING SOUTHWEST
 GA1728'AND NORTH, AT THE JUNCTION OF A DRIVE SOUTHEAST TO A TWO-STORY
 GA1728'FRAME HOUSE, IN THE TOP OF NORTHEAST END OF SOUTHEAST CONCRETE
 GA1728'HEAD WALL OF AN 8-FOOT STONE BOX CULVERT, 15 FEET SOUTHEAST OF
 GA1728'CENTER LINE OF HIGHWAY, 30 FEET SOUTHWEST OF CENTER LINE OF
 GA1728'DRIVE, 1 1/2 FEET SOUTHWEST OF NORTHEAST END OF HEAD WALL AND
 GA1728'ABOUT LEVEL WITH HIGHWAY.
 GA1728
 GA1728                          STATION RECOVERY (1956)
 GA1728
 GA1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1728'RECOVERED IN GOOD CONDITION.
 GA1728
 GA1728                          STATION RECOVERY (2001)
 GA1728
 GA1728'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1734 ***********************************************************************
 GA1734  DESIGNATION -  L 291
 GA1734  PID         -  GA1734
 GA1734  STATE/COUNTY-  KY/HARLAN
 GA1734  USGS QUAD   -  ROSE HILL (1978)
 GA1734
 GA1734                         *CURRENT SURVEY CONTROL
 GA1734  ___________________________________________________________________
 GA1734* NAD 83(1986)-  36 44 46.     (N)    083 21 39.     (W)     SCALED    
 GA1734* NAVD 88     -       487.639  (meters)    1599.86   (feet)  ADJUSTED  
 GA1734  ___________________________________________________________________
 GA1734  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA1734  DYNAMIC HT  -         487.200 (meters)    1598.42  (feet)  COMP
 GA1734  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 GA1734
 GA1734  VERT ORDER  -  SECOND    CLASS 0
 GA1734
 GA1734.The horizontal coordinates were scaled from a topographic map and have
 GA1734.an estimated accuracy of +/- 6 seconds.
 GA1734
 GA1734.The orthometric height was determined by differential leveling
 GA1734.and adjusted by the National Geodetic Survey in June 1991..
 GA1734
 GA1734.The geoid height was determined by GEOID03.
 GA1734
 GA1734.The dynamic height is computed by dividing the NAVD 88
 GA1734.geopotential number by the normal gravity value computed on the
 GA1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1734.degrees latitude (g = 980.6199 gals.).
 GA1734
 GA1734.The modeled gravity was interpolated from observed gravity values.
 GA1734
 GA1734;                    North         East    Units  Estimated Accuracy
 GA1734;SPC KY1Z     - 1,048,550.    1,713,370.      MT  (+/- 180 meters Scaled)
 GA1734
 GA1734                          SUPERSEDED SURVEY CONTROL
 GA1734
 GA1734  NGVD 29 (??/??/92)  487.762  (m)         1600.27   (f) ADJ UNCH    2 0
 GA1734
 GA1734.Superseded values are not recommended for survey control.
 GA1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1734.See file dsdata.txt to determine how the superseded data were derived.
 GA1734
 GA1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA892693(NAD 83)
 GA1734_MARKER: DB = BENCH MARK DISK
 GA1734_SETTING: 66 = SET IN ROCK OUTCROP
 GA1734_SP_SET: OUTCROP
 GA1734_STAMPING: L 291 1952 1600.266
 GA1734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1734+STABILITY: POSITION/ELEVATION WELL
 GA1734
 GA1734  HISTORY     - Date     Condition        Report By
 GA1734  HISTORY     - 1952     MONUMENTED       CGS
 GA1734  HISTORY     - 1956     GOOD             NGS
 GA1734  HISTORY     - 20010515 MARK NOT FOUND   KYDT
 GA1734
 GA1734                          STATION DESCRIPTION
 GA1734
 GA1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1734'1 MI SW FROM LIGGETT.
 GA1734'ABOUT 1.0 MILE SOUTHWEST ALONG A ROUGH ROCKY ROAD FROM THE SCHOOL
 GA1734'AT LIGGETT, DIRECTLY NORTH OF AN OUTLET TO THE LIGGETT COAL MINE,
 GA1734'AT THE JUNCTION OF A DIM ROAD NORTH FOLLOWING A CREEK, SET IN THE
 GA1734'TOP OF AN OUTCROP OF ROCK ON THE SOUTH SIDE OF A CREEK BED, 30
 GA1734'FEET NORTH OF CENTER LINE OF ROAD, 65 FEET WEST OF CENTER LINE OF
 GA1734'DIM ROAD NORTH AND ABOUT 3 FEET BELOW LEVEL OF ROAD.
 GA1734
 GA1734                          STATION RECOVERY (1956)
 GA1734
 GA1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1734'RECOVERED IN GOOD CONDITION.
 GA1734
 GA1734                          STATION RECOVERY (2001)
 GA1734
 GA1734'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1401 ***********************************************************************
 GY1401  DESIGNATION -  L 292
 GY1401  PID         -  GY1401
 GY1401  STATE/COUNTY-  KY/JOHNSON
 GY1401  USGS QUAD   -  REDBUSH (1992)
 GY1401
 GY1401                         *CURRENT SURVEY CONTROL
 GY1401  ___________________________________________________________________
 GY1401* NAD 83(1986)-  37 54 25.     (N)    082 53 10.     (W)     SCALED    
 GY1401* NAVD 88     -       218.980  (meters)     718.44   (feet)  ADJUSTED  
 GY1401  ___________________________________________________________________
 GY1401  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GY1401  DYNAMIC HT  -         218.818 (meters)     717.91  (feet)  COMP
 GY1401  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 GY1401
 GY1401  VERT ORDER  -  SECOND    CLASS 0
 GY1401
 GY1401.The horizontal coordinates were scaled from a topographic map and have
 GY1401.an estimated accuracy of +/- 6 seconds.
 GY1401
 GY1401.The orthometric height was determined by differential leveling
 GY1401.and adjusted by the National Geodetic Survey in June 1991..
 GY1401
 GY1401.The geoid height was determined by GEOID03.
 GY1401
 GY1401.The dynamic height is computed by dividing the NAVD 88
 GY1401.geopotential number by the normal gravity value computed on the
 GY1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1401.degrees latitude (g = 980.6199 gals.).
 GY1401
 GY1401.The modeled gravity was interpolated from observed gravity values.
 GY1401
 GY1401;                    North         East    Units  Estimated Accuracy
 GY1401;SPC KY1Z     - 1,178,510.    1,751,800.      MT  (+/- 180 meters Scaled)
 GY1401
 GY1401                          SUPERSEDED SURVEY CONTROL
 GY1401
 GY1401  NGVD 29 (??/??/92)  219.178  (m)          719.09   (f) ADJ UNCH    2 0
 GY1401
 GY1401.Superseded values are not recommended for survey control.
 GY1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1401.See file dsdata.txt to determine how the superseded data were derived.
 GY1401
 GY1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB341971(NAD 83)
 GY1401_MARKER: DB = BENCH MARK DISK
 GY1401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1401_SP_SET: CULVERT
 GY1401_STAMPING: L 292 1952 719.086
 GY1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1401+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GY1401
 GY1401  HISTORY     - Date     Condition        Report By
 GY1401  HISTORY     - 1952     MONUMENTED       CGS
 GY1401  HISTORY     - 1955     GOOD             NGS
 GY1401  HISTORY     - 20020806 GOOD             KYDT
 GY1401
 GY1401                          STATION DESCRIPTION
 GY1401
 GY1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1401'4.6 MI SE FROM REDBUSH.
 GY1401'4.65 MILES SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE JUNCTION OF
 GY1401'STATE HIGHWAY 469 AT REDBUSH, 0.8 MILE SOUTHEAST OF THE JUNCTION
 GY1401'OF STATE HIGHWAYS 689 AND 580, (689 NORTH NORTHEAST TO FLATGAP,
 GY1401'580 SOUTHWEST TO FUGET, THEY INTERSECT HIGHWAY 172 ABOUT 100
 GY1401'YARDS APART,) ON THE OUTSIDE AND AT THE NORTHWEST END OF A CURVE
 GY1401'WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, IN THE TOP OF THE
 GY1401'SOUTHEAST END OF NORTHEAST HEAD WALL OF A 10-FOOT CONCRETE BOX
 GY1401'CULVERT, 15 FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT
 GY1401'LEVEL WITH HIGHWAY.
 GY1401
 GY1401                          STATION RECOVERY (2002)
 GY1401
 GY1401'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1436 ***********************************************************************
 GY1436  DESIGNATION -  L 293
 GY1436  PID         -  GY1436
 GY1436  STATE/COUNTY-  KY/MORGAN
 GY1436  USGS QUAD   -  OIL SPRINGS (1992)
 GY1436
 GY1436                         *CURRENT SURVEY CONTROL
 GY1436  ___________________________________________________________________
 GY1436* NAD 83(1986)-  37 52 24.     (N)    082 59 19.     (W)     SCALED    
 GY1436* NAVD 88     -       220.355  (meters)     722.95   (feet)  ADJUSTED  
 GY1436  ___________________________________________________________________
 GY1436  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GY1436  DYNAMIC HT  -         220.192 (meters)     722.41  (feet)  COMP
 GY1436  MODELED GRAV-     979,881.7   (mgal)                       NAVD 88
 GY1436
 GY1436  VERT ORDER  -  SECOND    CLASS 0
 GY1436
 GY1436.The horizontal coordinates were scaled from a topographic map and have
 GY1436.an estimated accuracy of +/- 6 seconds.
 GY1436
 GY1436.The orthometric height was determined by differential leveling
 GY1436.and adjusted by the National Geodetic Survey in June 1991..
 GY1436
 GY1436.The geoid height was determined by GEOID03.
 GY1436
 GY1436.The dynamic height is computed by dividing the NAVD 88
 GY1436.geopotential number by the normal gravity value computed on the
 GY1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1436.degrees latitude (g = 980.6199 gals.).
 GY1436
 GY1436.The modeled gravity was interpolated from observed gravity values.
 GY1436
 GY1436;                    North         East    Units  Estimated Accuracy
 GY1436;SPC KY1Z     - 1,174,510.    1,742,900.      MT  (+/- 180 meters Scaled)
 GY1436
 GY1436                          SUPERSEDED SURVEY CONTROL
 GY1436
 GY1436  NGVD 29 (??/??/92)  220.549  (m)          723.58   (f) ADJ UNCH    2 0
 GY1436
 GY1436.Superseded values are not recommended for survey control.
 GY1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1436.See file dsdata.txt to determine how the superseded data were derived.
 GY1436
 GY1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB250936(NAD 83)
 GY1436_MARKER: DB = BENCH MARK DISK
 GY1436_SETTING: 66 = SET IN ROCK OUTCROP
 GY1436_SP_SET: ROCK OUTCROP
 GY1436_STAMPING: L 293 1952 723.585
 GY1436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1436+STABILITY: POSITION/ELEVATION WELL
 GY1436
 GY1436  HISTORY     - Date     Condition        Report By
 GY1436  HISTORY     - 1952     MONUMENTED       CGS
 GY1436  HISTORY     - 1955     GOOD             NGS
 GY1436  HISTORY     - 19970618 MARK NOT FOUND   KYDT
 GY1436
 GY1436                          STATION DESCRIPTION
 GY1436
 GY1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1436'5.2 MI NE FROM WHEELERSBURG.
 GY1436'1.15 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY1436'AND ROAD JUNCTION AT WHEELERSBURG, THENCE 2.3 MILES NORTHEAST ALONG
 GY1436'A NARROW ROUGH ROAD, THENCE 1.7 MILES EAST AND NORTHEAST, 0.2 MILE
 GY1436'NORTHEAST OF THE JUNCTION OF A ROAD SOUTHEAST, ABOUT 0.75 MILE
 GY1436'SOUTHWEST OF THE JUNCTION OF A ROAD SOUTHEAST, AT THE SOUTH
 GY1436'CORNER OF AN OIL WELL PUMP HOUSE, SET IN THE TOP OF THE NORTH
 GY1436'CORNER OF A LARGE OUTCROP OF ROCK, 18 FEET SOUTHEAST OF THE CENTER
 GY1436'OF ROAD, 3 FEET SOUTHEAST OF THE SOUTH CORNER OF PUMP HOUSE, 47 FEET
 GY1436'SOUTH OF THE OIL WELL AND 1 FOOT ABOVE THE LEVEL OF ROAD.
 GY1436
 GY1436                          STATION RECOVERY (1997)
 GY1436
 GY1436'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1436'THIS LOCATION IS BENEATH WATERS OF PAINTSVILLE LAKE, CONSIDER
 GY1436'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1602 ***********************************************************************
 GY1602  DESIGNATION -  L 294
 GY1602  PID         -  GY1602
 GY1602  STATE/COUNTY-  KY/PIKE
 GY1602  USGS QUAD   -  THOMAS (1992)
 GY1602
 GY1602                         *CURRENT SURVEY CONTROL
 GY1602  ___________________________________________________________________
 GY1602* NAD 83(1986)-  37 38 04.     (N)    082 33 52.     (W)     SCALED    
 GY1602* NAVD 88     -       217.153  (meters)     712.44   (feet)  ADJUSTED  
 GY1602  ___________________________________________________________________
 GY1602  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GY1602  DYNAMIC HT  -         216.991 (meters)     711.91  (feet)  COMP
 GY1602  MODELED GRAV-     979,881.9   (mgal)                       NAVD 88
 GY1602
 GY1602  VERT ORDER  -  SECOND    CLASS 0
 GY1602
 GY1602.The horizontal coordinates were scaled from a topographic map and have
 GY1602.an estimated accuracy of +/- 6 seconds.
 GY1602
 GY1602.The orthometric height was determined by differential leveling
 GY1602.and adjusted by the National Geodetic Survey in June 1991..
 GY1602
 GY1602.The geoid height was determined by GEOID03.
 GY1602
 GY1602.The dynamic height is computed by dividing the NAVD 88
 GY1602.geopotential number by the normal gravity value computed on the
 GY1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1602.degrees latitude (g = 980.6199 gals.).
 GY1602
 GY1602.The modeled gravity was interpolated from observed gravity values.
 GY1602
 GY1602;                    North         East    Units  Estimated Accuracy
 GY1602;SPC KY1Z     - 1,149,200.    1,781,100.      MT  (+/- 180 meters Scaled)
 GY1602
 GY1602                          SUPERSEDED SURVEY CONTROL
 GY1602
 GY1602  NGVD 29 (??/??/92)  217.359  (m)          713.12   (f) ADJ UNCH    2 0
 GY1602
 GY1602.Superseded values are not recommended for survey control.
 GY1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1602.See file dsdata.txt to determine how the superseded data were derived.
 GY1602
 GY1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB619664(NAD 83)
 GY1602_MARKER: DB = BENCH MARK DISK
 GY1602_SETTING: 66 = SET IN ROCK OUTCROP
 GY1602_SP_SET: ROCK OUTCROP
 GY1602_STAMPING: L 294 1952 713.119
 GY1602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1602+STABILITY: POSITION/ELEVATION WELL
 GY1602
 GY1602  HISTORY     - Date     Condition        Report By
 GY1602  HISTORY     - 1952     MONUMENTED       CGS
 GY1602  HISTORY     - 1956     GOOD             NGS
 GY1602  HISTORY     - 20010612 MARK NOT FOUND   KYDT
 GY1602
 GY1602                          STATION DESCRIPTION
 GY1602
 GY1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1602'1 MI NW FROM GULNARE.
 GY1602'1.0 MILE NORTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE AND
 GY1602'ROAD JUNCTION OF GULNARE, 0.8 MILE NORTHWEST OF THE SYCAMORE
 GY1602'SCHOOL, ABOUT 110 YARDS WEST OF THE JUNCTION OF A ROAD LEADING
 GY1602'SOUTH INTO DRIFT BRANCH, OPPOSITE AND NORTH ACROSS ROAD FROM
 GY1602'CENTER OF A WIDE DRAW TO SOUTH, 55 FEET NORTH OF THE CENTER OF ROAD,
 GY1602'14 FEET SOUTH OF CENTER OF ABANDONED ROAD, SET VERTICALLY IN THE
 GY1602'SOUTH FACE OF A 6 BY 6 BY 6 FOOT ROCK OUTCROP, 1 FOOT ABOVE THE
 GY1602'GROUND AND ABOUT 12 FEET ABOVE LEVEL OF ROAD.
 GY1602
 GY1602                          STATION RECOVERY (2001)
 GY1602
 GY1602'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1591 ***********************************************************************
 GY1591  DESIGNATION -  L 295
 GY1591  PID         -  GY1591
 GY1591  STATE/COUNTY-  KY/PIKE
 GY1591  USGS QUAD   -  THOMAS (1992)
 GY1591
 GY1591                         *CURRENT SURVEY CONTROL
 GY1591  ___________________________________________________________________
 GY1591* NAD 83(1986)-  37 39 48.     (N)    082 30 22.     (W)     SCALED    
 GY1591* NAVD 88     -       218.765  (meters)     717.73   (feet)  ADJUSTED  
 GY1591  ___________________________________________________________________
 GY1591  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GY1591  DYNAMIC HT  -         218.604 (meters)     717.20  (feet)  COMP
 GY1591  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 GY1591
 GY1591  VERT ORDER  -  SECOND    CLASS 0
 GY1591
 GY1591.The horizontal coordinates were scaled from a topographic map and have
 GY1591.an estimated accuracy of +/- 6 seconds.
 GY1591
 GY1591.The orthometric height was determined by differential leveling
 GY1591.and adjusted by the National Geodetic Survey in June 1991..
 GY1591
 GY1591.The geoid height was determined by GEOID03.
 GY1591
 GY1591.The dynamic height is computed by dividing the NAVD 88
 GY1591.geopotential number by the normal gravity value computed on the
 GY1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1591.degrees latitude (g = 980.6199 gals.).
 GY1591
 GY1591.The modeled gravity was interpolated from observed gravity values.
 GY1591
 GY1591;                    North         East    Units  Estimated Accuracy
 GY1591;SPC KY1Z     - 1,152,580.    1,786,130.      MT  (+/- 180 meters Scaled)
 GY1591
 GY1591                          SUPERSEDED SURVEY CONTROL
 GY1591
 GY1591  NGVD 29 (??/??/92)  218.978  (m)          718.43   (f) ADJ UNCH    2 0
 GY1591
 GY1591.Superseded values are not recommended for survey control.
 GY1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1591.See file dsdata.txt to determine how the superseded data were derived.
 GY1591
 GY1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB671695(NAD 83)
 GY1591_MARKER: DB = BENCH MARK DISK
 GY1591_SETTING: 66 = SET IN ROCK OUTCROP
 GY1591_SP_SET: ROCK LEDGE
 GY1591_STAMPING: L 295 1952 718.430
 GY1591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1591+STABILITY: POSITION/ELEVATION WELL
 GY1591
 GY1591  HISTORY     - Date     Condition        Report By
 GY1591  HISTORY     - 1952     MONUMENTED       CGS
 GY1591  HISTORY     - 1956     GOOD             NGS
 GY1591
 GY1591                          STATION DESCRIPTION
 GY1591
 GY1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1591'2 MI NW FROM HEENON.
 GY1591'2.05 MILES NORTHWEST ALONG BRUSHY FORK ROAD FROM FORKS OF BRUSHY
 GY1591'SCHOOL AT HEENON, 1.75 MILES EAST OF LOWE SCHOOL, 0.9 MILE WEST
 GY1591'OF APPLE ORCHARD CHURCH AND CEMETERY, 43 FEET WEST OF CENTER
 GY1591'OF NORTHWEST END OF 30-INCH CORRUGATED PIPE CULVERT FOR SMALL
 GY1591'BRANCH, 34 FEET NORTHWEST OF CENTER OF ROAD, SET IN THE TOP
 GY1591'OF A ROCK LEDGE, 2.5 FEET ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1961 ***********************************************************************
 GY1961  DESIGNATION -  L 296
 GY1961  PID         -  GY1961
 GY1961  STATE/COUNTY-  KY/PERRY
 GY1961  USGS QUAD   -  HAZARD NORTH (1992)
 GY1961
 GY1961                         *CURRENT SURVEY CONTROL
 GY1961  ___________________________________________________________________
 GY1961* NAD 83(1986)-  37 16 03.     (N)    083 13 44.     (W)     SCALED    
 GY1961* NAVD 88     -       254.786  (meters)     835.91   (feet)  ADJUSTED  
 GY1961  ___________________________________________________________________
 GY1961  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY1961  DYNAMIC HT  -         254.587 (meters)     835.26  (feet)  COMP
 GY1961  MODELED GRAV-     979,843.2   (mgal)                       NAVD 88
 GY1961
 GY1961  VERT ORDER  -  FIRST     CLASS I
 GY1961
 GY1961.The horizontal coordinates were scaled from a topographic map and have
 GY1961.an estimated accuracy of +/- 6 seconds.
 GY1961
 GY1961.The orthometric height was determined by differential leveling
 GY1961.and adjusted by the National Geodetic Survey in June 1991..
 GY1961
 GY1961.The geoid height was determined by GEOID03.
 GY1961
 GY1961.The dynamic height is computed by dividing the NAVD 88
 GY1961.geopotential number by the normal gravity value computed on the
 GY1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1961.degrees latitude (g = 980.6199 gals.).
 GY1961
 GY1961.The modeled gravity was interpolated from observed gravity values.
 GY1961
 GY1961;                    North         East    Units  Estimated Accuracy
 GY1961;SPC KY1Z     - 1,106,700.    1,723,580.      MT  (+/- 180 meters Scaled)
 GY1961
 GY1961                          SUPERSEDED SURVEY CONTROL
 GY1961
 GY1961  NGVD 29 (??/??/92)  254.958  (m)          836.47   (f) ADJ UNCH    1 1
 GY1961
 GY1961.Superseded values are not recommended for survey control.
 GY1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1961.See file dsdata.txt to determine how the superseded data were derived.
 GY1961
 GY1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB023268(NAD 83)
 GY1961_MARKER: DB = BENCH MARK DISK
 GY1961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1961_SP_SET: CULVERT
 GY1961_STAMPING: L 296 1952 836.475
 GY1961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1961
 GY1961  HISTORY     - Date     Condition        Report By
 GY1961  HISTORY     - 1952     MONUMENTED       CGS
 GY1961  HISTORY     - 1967     GOOD             NGS
 GY1961
 GY1961                          STATION DESCRIPTION
 GY1961
 GY1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1961'3.7 MI NW FROM HAZARD.
 GY1961'ABOUT 3.7 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY1961'RAILROAD FROM THE STATION AT HAZARD, 0.25 MILE NORTHWEST OF
 GY1961'SEMAPHORE NUMBER 239.4, 15 1/2 FEET NORTHEAST OF THE NORTHEAST
 GY1961'RAIL OF THE NORTHEAST TRACK, SET IN THE TOP OF THE SOUTHEAST END
 GY1961'OF THE NORTHEAST CONCRETE HEAD WALL OF A 4-FOOT BOX CULVERT
 GY1961'UNDER THE TRACKS, 357 YARDS SOUTHEAST OF BENCH MARK T 380
 GY1961'AND ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0730 ***********************************************************************
 GY0730  DESIGNATION -  L 297
 GY0730  PID         -  GY0730
 GY0730  STATE/COUNTY-  KY/PIKE
 GY0730  USGS QUAD   -  LICK CREEK (1978)
 GY0730
 GY0730                         *CURRENT SURVEY CONTROL
 GY0730  ___________________________________________________________________
 GY0730* NAD 83(1986)-  37 24 21.     (N)    082 18 44.     (W)     SCALED    
 GY0730* NAVD 88     -       233.047  (meters)     764.59   (feet)  ADJUSTED  
 GY0730  ___________________________________________________________________
 GY0730  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY0730  DYNAMIC HT  -         232.865 (meters)     763.99  (feet)  COMP
 GY0730  MODELED GRAV-     979,844.1   (mgal)                       NAVD 88
 GY0730
 GY0730  VERT ORDER  -  SECOND    CLASS 0
 GY0730
 GY0730.The horizontal coordinates were scaled from a topographic map and have
 GY0730.an estimated accuracy of +/- 6 seconds.
 GY0730
 GY0730.The orthometric height was determined by differential leveling
 GY0730.and adjusted by the National Geodetic Survey in June 1991..
 GY0730
 GY0730.The geoid height was determined by GEOID03.
 GY0730
 GY0730.The dynamic height is computed by dividing the NAVD 88
 GY0730.geopotential number by the normal gravity value computed on the
 GY0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0730.degrees latitude (g = 980.6199 gals.).
 GY0730
 GY0730.The modeled gravity was interpolated from observed gravity values.
 GY0730
 GY0730;                    North         East    Units  Estimated Accuracy
 GY0730;SPC KY1Z     - 1,124,640.    1,804,280.      MT  (+/- 180 meters Scaled)
 GY0730
 GY0730                          SUPERSEDED SURVEY CONTROL
 GY0730
 GY0730  NGVD 29 (??/??/92)  233.249  (m)          765.25   (f) ADJ UNCH    2 0
 GY0730
 GY0730.Superseded values are not recommended for survey control.
 GY0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0730.See file dsdata.txt to determine how the superseded data were derived.
 GY0730
 GY0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB838407(NAD 83)
 GY0730_MARKER: DB = BENCH MARK DISK
 GY0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0730_SP_SET: CULVERT
 GY0730_STAMPING: L 297 1952 765.251
 GY0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0730
 GY0730  HISTORY     - Date     Condition        Report By
 GY0730  HISTORY     - 1952     MONUMENTED       CGS
 GY0730  HISTORY     - 1956     GOOD             NGS
 GY0730  HISTORY     - 20020724 MARK NOT FOUND   KYDT
 GY0730
 GY0730                          STATION DESCRIPTION
 GY0730
 GY0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0730'0.4 MI NW FROM LICK CREEK.
 GY0730'0.45 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GY0730'LICK CREEK, 0.45 MILE EAST OF THE CONFLUENCE OF LICK CREEK AND
 GY0730'LEVISA FORK OF BIG SANDY RIVER, AND A LOW WATER BRIDGE OVER LEVISA
 GY0730'FORK, 0.55 MILE SOUTHEAST OF A GRAVEL ROAD JUNCTION, SET IN THE
 GY0730'TOP OF THE NORTHEAST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT,
 GY0730'15 FEET NORTHEAST OF CENTER OF ROAD, 5 FEET NORTHWEST OF SOUTHEAST
 GY0730'END OF HEAD WALL, 24 FEET SOUTHWEST OF POWER POLE NO. 101-28 WITH
 GY0730'TRANSFORMER, AND ABOUT LEVEL WITH ROAD.
 GY0730
 GY0730                          STATION RECOVERY (2002)
 GY0730
 GY0730'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0730'THIS CULVERT/HEADWALLS HAS BEEN REPLACED WITH A LARGE METAL PIPE
 GY0730'CULVERT WITHOUT HEADWALLS, NO SIGN OF RESET, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0492 ***********************************************************************
 GY0492  DESIGNATION -  L 298
 GY0492  PID         -  GY0492
 GY0492  STATE/COUNTY-  KY/PIKE
 GY0492  USGS QUAD   -  META (1992)
 GY0492
 GY0492                         *CURRENT SURVEY CONTROL
 GY0492  ___________________________________________________________________
 GY0492* NAD 83(1986)-  37 33 24.     (N)    082 26 05.     (W)     SCALED    
 GY0492* NAVD 88     -       232.292  (meters)     762.11   (feet)  ADJUSTED  
 GY0492  ___________________________________________________________________
 GY0492  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GY0492  DYNAMIC HT  -         232.116 (meters)     761.53  (feet)  COMP
 GY0492  MODELED GRAV-     979,866.3   (mgal)                       NAVD 88
 GY0492
 GY0492  VERT ORDER  -  SECOND    CLASS 0
 GY0492
 GY0492.The horizontal coordinates were scaled from a topographic map and have
 GY0492.an estimated accuracy of +/- 6 seconds.
 GY0492
 GY0492.The orthometric height was determined by differential leveling
 GY0492.and adjusted by the National Geodetic Survey in June 1991..
 GY0492
 GY0492.The geoid height was determined by GEOID03.
 GY0492
 GY0492.The dynamic height is computed by dividing the NAVD 88
 GY0492.geopotential number by the normal gravity value computed on the
 GY0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0492.degrees latitude (g = 980.6199 gals.).
 GY0492
 GY0492.The modeled gravity was interpolated from observed gravity values.
 GY0492
 GY0492;                    North         East    Units  Estimated Accuracy
 GY0492;SPC KY1Z     - 1,140,970.    1,792,850.      MT  (+/- 180 meters Scaled)
 GY0492
 GY0492                          SUPERSEDED SURVEY CONTROL
 GY0492
 GY0492  NGVD 29 (??/??/92)  232.497  (m)          762.78   (f) ADJ UNCH    2 0
 GY0492
 GY0492.Superseded values are not recommended for survey control.
 GY0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0492.See file dsdata.txt to determine how the superseded data were derived.
 GY0492
 GY0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB732575(NAD 83)
 GY0492_MARKER: DB = BENCH MARK DISK
 GY0492_SETTING: 66 = SET IN ROCK OUTCROP
 GY0492_SP_SET: ROCK CUT
 GY0492_STAMPING: L 298 1952 762.784
 GY0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0492+STABILITY: POSITION/ELEVATION WELL
 GY0492
 GY0492  HISTORY     - Date     Condition        Report By
 GY0492  HISTORY     - 1952     MONUMENTED       CGS
 GY0492  HISTORY     - 1956     GOOD             NGS
 GY0492
 GY0492                          STATION DESCRIPTION
 GY0492
 GY0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0492'1.2 MI SE FROM META.
 GY0492'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 632 FROM THE JUNCTION
 GY0492'WITH U.S. HIGHWAY 119 AT META, SET VERTICALLY IN THE WEST FACE
 GY0492'OF BOTTOM LAYED OF A ROCK CUT, 17.5 FEET EAST OF THE CENTER LINE
 GY0492'OF HIGHWAY, 63 FEET NORTH OF THE SOUTH END OF CUT, 172 FEET SOUTH
 GY0492'OF EAST END OF A 4-FOOT PIPE CULVERT, 3 FEET NORTHEAST OF LINES
 GY0492'OF A POWER LINE CROSSING AND 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0752 ***********************************************************************
 GY0752  DESIGNATION -  L 299
 GY0752  PID         -  GY0752
 GY0752  STATE/COUNTY-  KY/PIKE
 GY0752  USGS QUAD   -  HELLIER (1978)
 GY0752
 GY0752                         *CURRENT SURVEY CONTROL
 GY0752  ___________________________________________________________________
 GY0752* NAD 83(1986)-  37 19 27.     (N)    082 27 25.     (W)     SCALED    
 GY0752* NAVD 88     -       276.226  (meters)     906.25   (feet)  ADJUSTED  
 GY0752  ___________________________________________________________________
 GY0752  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GY0752  DYNAMIC HT  -         276.009 (meters)     905.54  (feet)  COMP
 GY0752  MODELED GRAV-     979,836.3   (mgal)                       NAVD 88
 GY0752
 GY0752  VERT ORDER  -  SECOND    CLASS 0
 GY0752
 GY0752.The horizontal coordinates were scaled from a topographic map and have
 GY0752.an estimated accuracy of +/- 6 seconds.
 GY0752
 GY0752.The orthometric height was determined by differential leveling
 GY0752.and adjusted by the National Geodetic Survey in June 1991..
 GY0752
 GY0752.The geoid height was determined by GEOID03.
 GY0752
 GY0752.The dynamic height is computed by dividing the NAVD 88
 GY0752.geopotential number by the normal gravity value computed on the
 GY0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0752.degrees latitude (g = 980.6199 gals.).
 GY0752
 GY0752.The modeled gravity was interpolated from observed gravity values.
 GY0752
 GY0752;                    North         East    Units  Estimated Accuracy
 GY0752;SPC KY1Z     - 1,115,120.    1,791,800.      MT  (+/- 180 meters Scaled)
 GY0752
 GY0752                          SUPERSEDED SURVEY CONTROL
 GY0752
 GY0752  NGVD 29 (??/??/92)  276.420  (m)          906.89   (f) ADJ UNCH    2 0
 GY0752
 GY0752.Superseded values are not recommended for survey control.
 GY0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0752.See file dsdata.txt to determine how the superseded data were derived.
 GY0752
 GY0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB709318(NAD 83)
 GY0752_MARKER: DB = BENCH MARK DISK
 GY0752_SETTING: 66 = SET IN ROCK OUTCROP
 GY0752_SP_SET: ROCK CUT
 GY0752_STAMPING: L 299 1952 906.888
 GY0752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0752+STABILITY: POSITION/ELEVATION WELL
 GY0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0752+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2002
 GY0752
 GY0752  HISTORY     - Date     Condition        Report By
 GY0752  HISTORY     - 1952     MONUMENTED       CGS
 GY0752  HISTORY     - 1956     GOOD             NGS
 GY0752  HISTORY     - 20020724 GOOD             KYDT
 GY0752
 GY0752                          STATION DESCRIPTION
 GY0752
 GY0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0752'1.4 MI NE FROM LOOKOUT.
 GY0752'1.35 MILES NORTHEAST ALONG STATE HIGHWAY 195 FROM THE SCHOOL
 GY0752'AT LOOKOUT, 0.5 MILE SOUTHWEST OF POST OFFICE AT ROCKHOUSE,
 GY0752'229 FEET NORTHEAST OF NORTH CORNER OF BRANHAMS GROCERY AND
 GY0752'RESIDENCE, (BOTTOM CONCRETE BLOCK-TOP FRAME), 25 YARDS NORTHEAST
 GY0752'OF THE CENTER OF A RAVINE, 24 FEET SOUTHEAST OF THE CENTER LINE
 GY0752'OF HIGHWAY, SET VERTICALLY IN THE NORTHWEST FACE OF ROCK CUT,
 GY0752'1 FOOT ABOVE LEVEL OF HIGHWAY.
 GY0752
 GY0752                          STATION RECOVERY (2002)
 GY0752
 GY0752'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0752'GROCERY/RESIDENCE NOW ABANDONED, MARK APT TO BE COVERED BY SILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1036 ***********************************************************************
 JZ1036  DESIGNATION -  L 3
 JZ1036  PID         -  JZ1036
 JZ1036  STATE/COUNTY-  KY/BOONE
 JZ1036  USGS QUAD   -  BURLINGTON (1991)
 JZ1036
 JZ1036                         *CURRENT SURVEY CONTROL
 JZ1036  ___________________________________________________________________
 JZ1036* NAD 83(1986)-  39 03 09.     (N)    084 41 59.     (W)     SCALED    
 JZ1036* NAVD 88     -       267.371  (meters)     877.20   (feet)  ADJUSTED  
 JZ1036  ___________________________________________________________________
 JZ1036  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1036  DYNAMIC HT  -         267.202 (meters)     876.65  (feet)  COMP
 JZ1036  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JZ1036
 JZ1036  VERT ORDER  -  SECOND    CLASS 0
 JZ1036
 JZ1036.The horizontal coordinates were scaled from a topographic map and have
 JZ1036.an estimated accuracy of +/- 6 seconds.
 JZ1036
 JZ1036.The orthometric height was determined by differential leveling
 JZ1036.and adjusted by the National Geodetic Survey in June 1991..
 JZ1036
 JZ1036.The geoid height was determined by GEOID03.
 JZ1036
 JZ1036.The dynamic height is computed by dividing the NAVD 88
 JZ1036.geopotential number by the normal gravity value computed on the
 JZ1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1036.degrees latitude (g = 980.6199 gals.).
 JZ1036
 JZ1036.The modeled gravity was interpolated from observed gravity values.
 JZ1036
 JZ1036;                    North         East    Units  Estimated Accuracy
 JZ1036;SPC KY1Z     - 1,302,320.    1,590,920.      MT  (+/- 180 meters Scaled)
 JZ1036
 JZ1036                          SUPERSEDED SURVEY CONTROL
 JZ1036
 JZ1036  NGVD 29 (??/??/92)  267.570  (m)          877.85   (f) ADJ UNCH    2 0
 JZ1036
 JZ1036.Superseded values are not recommended for survey control.
 JZ1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1036.See file dsdata.txt to determine how the superseded data were derived.
 JZ1036
 JZ1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ990251(NAD 83)
 JZ1036_MARKER: Q = CHISELED SQUARE
 JZ1036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1036_SP_SET: CULVERT
 JZ1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1036
 JZ1036  HISTORY     - Date     Condition        Report By
 JZ1036  HISTORY     - UNK      MONUMENTED       KYHD
 JZ1036  HISTORY     - 1964     GOOD             PAS
 JZ1036  HISTORY     - 20060904 MARK NOT FOUND   USPSQD
 JZ1036
 JZ1036                          STATION DESCRIPTION
 JZ1036
 JZ1036'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1036'1 MI S FROM HEBRON.
 JZ1036'0.05 MILE WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JZ1036'HEBRON, THENCE ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY 237,
 JZ1036'APPROXIMATELY 150 YARDS NORTH OF THE IMMACULATE HEART OF MARY
 JZ1036'CHURCH, 66 FEET SOUTHEAST AND ACROSS HIGHWAY FROM POWER POLE
 JZ1036'WITH BRACE WIRE, 38 FEET SOUTH OF TELEPHONE POLE 7, 12 FEET
 JZ1036'EAST OF THE CENTER OF HIGHWAY AND 9 FEET WEST OF WIRE FENCE.
 JZ1036'A 2 INCH CHISELED SQUARE ON THE NORTH END OF THE EAST HEADWALL
 JZ1036'OF A ROCK MASONARY AND TILE CULVERT UNDER HIGHWAY AND ABOUT 1/2
 JZ1036'FOOT LOWER THAN HIGHWAY.
 JZ1036
 JZ1036                          STATION RECOVERY (2006)
 JZ1036
 JZ1036'RECOVERY NOTE BY US POWER SQUADRON 2006
 JZ1036'STATION NOT FOUND.  HIGHWAY 237 HAS BEEN RE-ROUTED TO THE WEST AND
 JZ1036'DESCRIPTION IS NO LONGER ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0963 ***********************************************************************
 HZ0963  DESIGNATION -  L 30
 HZ0963  PID         -  HZ0963
 HZ0963  STATE/COUNTY-  KY/CARROLL
 HZ0963  USGS QUAD   -  WORTHVILLE (1987)
 HZ0963
 HZ0963                         *CURRENT SURVEY CONTROL
 HZ0963  ___________________________________________________________________
 HZ0963* NAD 83(1986)-  38 37 08.     (N)    085 05 57.     (W)     SCALED    
 HZ0963* NAVD 88     -       145.929  (meters)     478.77   (feet)  ADJUSTED  
 HZ0963  ___________________________________________________________________
 HZ0963  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ0963  DYNAMIC HT  -         145.833 (meters)     478.45  (feet)  COMP
 HZ0963  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 HZ0963
 HZ0963  VERT ORDER  -  SECOND    CLASS 0
 HZ0963
 HZ0963.The horizontal coordinates were scaled from a topographic map and have
 HZ0963.an estimated accuracy of +/- 6 seconds.
 HZ0963
 HZ0963.The orthometric height was determined by differential leveling
 HZ0963.and adjusted by the National Geodetic Survey in June 1991..
 HZ0963
 HZ0963.The geoid height was determined by GEOID03.
 HZ0963
 HZ0963.The dynamic height is computed by dividing the NAVD 88
 HZ0963.geopotential number by the normal gravity value computed on the
 HZ0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0963.degrees latitude (g = 980.6199 gals.).
 HZ0963
 HZ0963.The modeled gravity was interpolated from observed gravity values.
 HZ0963
 HZ0963;                    North         East    Units  Estimated Accuracy
 HZ0963;SPC KY1Z     - 1,253,860.    1,556,680.      MT  (+/- 180 meters Scaled)
 HZ0963
 HZ0963                          SUPERSEDED SURVEY CONTROL
 HZ0963
 HZ0963  NGVD 29 (??/??/92)  146.124  (m)          479.41   (f) ADJ UNCH    2 0
 HZ0963
 HZ0963.Superseded values are not recommended for survey control.
 HZ0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0963.See file dsdata.txt to determine how the superseded data were derived.
 HZ0963
 HZ0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH654761(NAD 83)
 HZ0963_MARKER: DB = BENCH MARK DISK
 HZ0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0963_STAMPING: L 30 1934
 HZ0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0963+STABILITY: SURFACE MOTION
 HZ0963
 HZ0963  HISTORY     - Date     Condition        Report By
 HZ0963  HISTORY     - 1934     MONUMENTED       CGS
 HZ0963  HISTORY     - 1949     GOOD             NGS
 HZ0963
 HZ0963                          STATION DESCRIPTION
 HZ0963
 HZ0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0963'2.1 MI NW FROM WORTHVILLE.
 HZ0963'2.1 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0963'FROM THE STATION AT WORTHVILLE, ABOUT 1.95 MILES SOUTHEAST OF
 HZ0963'THE STATION AT ENGLISH, AT A FARM ROAD CROSSING, 43 1/2 FEET
 HZ0963'EAST OF THE CENTER OF THE CROSSING, 26 FEET SOUTH OF THE CENTER
 HZ0963'LINE OF THE FARM ROAD, 27 FEET NORTHEAST OF THE NORTHEAST RAIL,
 HZ0963'19 1/2 FEET SOUTHEAST OF A FENCE CORNER, 4 FEET SOUTHWEST OF A
 HZ0963'FENCE LINE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 HZ0963'2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 HZ0963'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1575 ***********************************************************************
 GY1575  DESIGNATION -  L 300
 GY1575  PID         -  GY1575
 GY1575  STATE/COUNTY-  KY/FLOYD
 GY1575  USGS QUAD   -  LANCER (1992)
 GY1575
 GY1575                         *CURRENT SURVEY CONTROL
 GY1575  ___________________________________________________________________
 GY1575* NAD 83(1986)-  37 40 12.     (N)    082 39 15.     (W)     SCALED    
 GY1575* NAVD 88     -       202.610  (meters)     664.73   (feet)  ADJUSTED  
 GY1575  ___________________________________________________________________
 GY1575  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GY1575  DYNAMIC HT  -         202.458 (meters)     664.23  (feet)  COMP
 GY1575  MODELED GRAV-     979,876.7   (mgal)                       NAVD 88
 GY1575
 GY1575  VERT ORDER  -  SECOND    CLASS 0
 GY1575
 GY1575.The horizontal coordinates were scaled from a topographic map and have
 GY1575.an estimated accuracy of +/- 6 seconds.
 GY1575
 GY1575.The orthometric height was determined by differential leveling
 GY1575.and adjusted by the National Geodetic Survey in June 1991..
 GY1575
 GY1575.The geoid height was determined by GEOID03.
 GY1575
 GY1575.The dynamic height is computed by dividing the NAVD 88
 GY1575.geopotential number by the normal gravity value computed on the
 GY1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1575.degrees latitude (g = 980.6199 gals.).
 GY1575
 GY1575.The modeled gravity was interpolated from observed gravity values.
 GY1575
 GY1575;                    North         East    Units  Estimated Accuracy
 GY1575;SPC KY1Z     - 1,152,880.    1,773,050.      MT  (+/- 180 meters Scaled)
 GY1575
 GY1575                          SUPERSEDED SURVEY CONTROL
 GY1575
 GY1575  NGVD 29 (??/??/92)  202.814  (m)          665.40   (f) ADJ UNCH    2 0
 GY1575
 GY1575.Superseded values are not recommended for survey control.
 GY1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1575.See file dsdata.txt to determine how the superseded data were derived.
 GY1575
 GY1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB541704(NAD 83)
 GY1575_MARKER: DB = BENCH MARK DISK
 GY1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1575_STAMPING: L 300 1952 665.399
 GY1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1575+STABILITY: SURFACE MOTION
 GY1575
 GY1575  HISTORY     - Date     Condition        Report By
 GY1575  HISTORY     - 1952     MONUMENTED       CGS
 GY1575  HISTORY     - 1956     GOOD             NGS
 GY1575  HISTORY     - 20011106 MARK NOT FOUND   KYDT
 GY1575
 GY1575                          STATION DESCRIPTION
 GY1575
 GY1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1575'6 MI NE FROM ALVIN.
 GY1575'5.45 MILES NORTHEAST ALONG STATE HIGHWAY 1100 FROM THE JUNCTION
 GY1575'OF U.S. HIGHWAYS 23 AND 460 AT ALVIN, THENCE WEST DOWN HILL
 GY1575'SHARPLY ON REVERSE Y FORK ALONG BUFFALO CREEK FOR 0.5 MILE ON
 GY1575'GRAVEL ROAD, ABOUT 1.35 MILES SOUTH ALONG GRAVEL ROAD FROM THE
 GY1575'WEST END OF CONCRETE BRIDGE OVER JOHNS CREEK ROAD NORTH TO BOY
 GY1575'SCOUT CAMP AND CONFLUENCE OF JOHNS AND BUFFALO CREEKS, THIS IS
 GY1575'BACK WATERS OF DEWEY LAKE, 44 FEET SOUTH OF THE WEST END OF A
 GY1575'40-INCH CORRUGATED PIPE CULVERT, 24 FEET NORTHWEST OF JUNCTION OF
 GY1575'DIM ROAD WEST, 17 FEET WEST OF THE CENTER OF ROAD, 15 FEET NORTH
 GY1575'OF DIM ROAD WEST, A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GY1575'POST, 1.5 FEET EAST OF A WHITE WITNESS POST, ABOUT LEVEL WITH
 GY1575'ROAD, PROJECTING 2 INCHES.
 GY1575
 GY1575                          STATION RECOVERY (2001)
 GY1575
 GY1575'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1643 ***********************************************************************
 GY1643  DESIGNATION -  L 301
 GY1643  PID         -  GY1643
 GY1643  STATE/COUNTY-  KY/JOHNSON
 GY1643  USGS QUAD   -  OFFUTT (1992)
 GY1643
 GY1643                         *CURRENT SURVEY CONTROL
 GY1643  ___________________________________________________________________
 GY1643* NAD 83(1986)-  37 46 18.     (N)    082 40 08.     (W)     SCALED    
 GY1643* NAVD 88     -       217.342  (meters)     713.06   (feet)  ADJUSTED  
 GY1643  ___________________________________________________________________
 GY1643  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GY1643  DYNAMIC HT  -         217.180 (meters)     712.53  (feet)  COMP
 GY1643  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 GY1643
 GY1643  VERT ORDER  -  SECOND    CLASS 0
 GY1643
 GY1643.The horizontal coordinates were scaled from a topographic map and have
 GY1643.an estimated accuracy of +/- 6 seconds.
 GY1643
 GY1643.The orthometric height was determined by differential leveling
 GY1643.and adjusted by the National Geodetic Survey in June 1991..
 GY1643
 GY1643.The geoid height was determined by GEOID03.
 GY1643
 GY1643.The dynamic height is computed by dividing the NAVD 88
 GY1643.geopotential number by the normal gravity value computed on the
 GY1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1643.degrees latitude (g = 980.6199 gals.).
 GY1643
 GY1643.The modeled gravity was interpolated from observed gravity values.
 GY1643
 GY1643;                    North         East    Units  Estimated Accuracy
 GY1643;SPC KY1Z     - 1,164,110.    1,771,380.      MT  (+/- 180 meters Scaled)
 GY1643
 GY1643                          SUPERSEDED SURVEY CONTROL
 GY1643
 GY1643  NGVD 29 (??/??/92)  217.549  (m)          713.74   (f) ADJ UNCH    2 0
 GY1643
 GY1643.Superseded values are not recommended for survey control.
 GY1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1643.See file dsdata.txt to determine how the superseded data were derived.
 GY1643
 GY1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB530817(NAD 83)
 GY1643_MARKER: DB = BENCH MARK DISK
 GY1643_SETTING: 80 = SET IN A BOULDER
 GY1643_SP_SET: BOULDER
 GY1643_STAMPING: L 301 1952 713.742
 GY1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1643+STABILITY: SURFACE MOTION
 GY1643
 GY1643  HISTORY     - Date     Condition        Report By
 GY1643  HISTORY     - 1952     MONUMENTED       CGS
 GY1643  HISTORY     - 1956     GOOD             NGS
 GY1643  HISTORY     - 20011228 MARK NOT FOUND   KYDT
 GY1643
 GY1643                          STATION DESCRIPTION
 GY1643
 GY1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1643'1.6 MI E FROM ODDS.
 GY1643'1.55 MILE EAST ALONG DIRT ROAD FROM THE CHURCH AND SCHOOL AT ODDS,
 GY1643'0.2 MILE EAST OF THE JUNCTION OF A DIM ROAD NORTH, 282 FEET EAST
 GY1643'OF THE KENTUCKY AND WEST VIRGINIA GAS WELL NO. 5532, 71 FEET
 GY1643'SOUTH SOUTHWEST OF A 12-INCH BEECH TREE THAT IS IN A FENCE LINE,
 GY1643'AT FENCE CORNER, SET IN THE TOP OF A SANDSTONE BOULDER ABOUT
 GY1643'10 BY 16 FEET PROJECTING ABOUT 5 FEET ABOVE CREEK BED AND ROAD,
 GY1643'AND IN THE NORTHWEST BANK OF CREEK.
 GY1643
 GY1643                          STATION RECOVERY (2001)
 GY1643
 GY1643'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1643'THIS LOCATION IS UNDER/NEAR NEW KY 3, PROBABLY DESTROYED DURING
 GY1643'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1384 ***********************************************************************
 GY1384  DESIGNATION -  L 302
 GY1384  PID         -  GY1384
 GY1384  STATE/COUNTY-  KY/JOHNSON
 GY1384  USGS QUAD   -  SITKA (1992)
 GY1384
 GY1384                         *CURRENT SURVEY CONTROL
 GY1384  ___________________________________________________________________
 GY1384* NAD 83(1986)-  37 54 43.     (N)    082 48 25.     (W)     SCALED    
 GY1384* NAVD 88     -       220.945  (meters)     724.88   (feet)  ADJUSTED  
 GY1384  ___________________________________________________________________
 GY1384  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GY1384  DYNAMIC HT  -         220.782 (meters)     724.35  (feet)  COMP
 GY1384  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 GY1384
 GY1384  VERT ORDER  -  SECOND    CLASS 0
 GY1384
 GY1384.The horizontal coordinates were scaled from a topographic map and have
 GY1384.an estimated accuracy of +/- 6 seconds.
 GY1384
 GY1384.The orthometric height was determined by differential leveling
 GY1384.and adjusted by the National Geodetic Survey in June 1991..
 GY1384
 GY1384.The geoid height was determined by GEOID03.
 GY1384
 GY1384.The dynamic height is computed by dividing the NAVD 88
 GY1384.geopotential number by the normal gravity value computed on the
 GY1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1384.degrees latitude (g = 980.6199 gals.).
 GY1384
 GY1384.The modeled gravity was interpolated from observed gravity values.
 GY1384
 GY1384;                    North         East    Units  Estimated Accuracy
 GY1384;SPC KY1Z     - 1,179,280.    1,758,740.      MT  (+/- 180 meters Scaled)
 GY1384
 GY1384                          SUPERSEDED SURVEY CONTROL
 GY1384
 GY1384  NGVD 29 (??/??/92)  221.147  (m)          725.55   (f) ADJ UNCH    2 0
 GY1384
 GY1384.Superseded values are not recommended for survey control.
 GY1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1384.See file dsdata.txt to determine how the superseded data were derived.
 GY1384
 GY1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB411975(NAD 83)
 GY1384_MARKER: DB = BENCH MARK DISK
 GY1384_SETTING: 66 = SET IN ROCK OUTCROP
 GY1384_SP_SET: ROCK LEDGE
 GY1384_STAMPING: L 302 1952 725.546
 GY1384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1384+STABILITY: POSITION/ELEVATION WELL
 GY1384
 GY1384  HISTORY     - Date     Condition        Report By
 GY1384  HISTORY     - 1952     MONUMENTED       CGS
 GY1384  HISTORY     - 1955     GOOD             NGS
 GY1384
 GY1384                          STATION DESCRIPTION
 GY1384
 GY1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1384'1.7 MI S FROM CHANDLERVILLE.
 GY1384'1.7 MILE SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GY1384'CHANDLERVILLE, 130 FEET NORTHEAST AND ACROSS ROAD FROM THE KELLY
 GY1384'CAUDILL HOME, 89 FEET EAST NORTHEAST AND ACROSS ROAD FROM THE
 GY1384'NORTHEAST CORNER OF A BARN, 39 FEET EAST OF THE CENTER OF ROAD,
 GY1384'15 FEET NORTH OF A CROOKED 12-INCH SYCAMORE TREE, ABOUT 1 FOOT
 GY1384'ABOVE LEVEL OF ROAD, IN TOP OF A SANDSTONE LEDGE AT FOOT OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1390 ***********************************************************************
 GY1390  DESIGNATION -  L 303
 GY1390  PID         -  GY1390
 GY1390  STATE/COUNTY-  KY/LAWRENCE
 GY1390  USGS QUAD   -  SITKA (1992)
 GY1390
 GY1390                         *CURRENT SURVEY CONTROL
 GY1390  ___________________________________________________________________
 GY1390* NAD 83(1986)-  37 58 45.     (N)    082 50 01.     (W)     SCALED    
 GY1390* NAVD 88     -       230.283  (meters)     755.52   (feet)  ADJUSTED  
 GY1390  ___________________________________________________________________
 GY1390  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 GY1390  DYNAMIC HT  -         230.115 (meters)     754.97  (feet)  COMP
 GY1390  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 GY1390
 GY1390  VERT ORDER  -  SECOND    CLASS 0
 GY1390
 GY1390.The horizontal coordinates were scaled from a topographic map and have
 GY1390.an estimated accuracy of +/- 6 seconds.
 GY1390
 GY1390.The orthometric height was determined by differential leveling
 GY1390.and adjusted by the National Geodetic Survey in June 1991..
 GY1390
 GY1390.The geoid height was determined by GEOID03.
 GY1390
 GY1390.The dynamic height is computed by dividing the NAVD 88
 GY1390.geopotential number by the normal gravity value computed on the
 GY1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1390.degrees latitude (g = 980.6199 gals.).
 GY1390
 GY1390.The modeled gravity was interpolated from observed gravity values.
 GY1390
 GY1390;                    North         East    Units  Estimated Accuracy
 GY1390;SPC KY1Z     - 1,186,660.    1,756,160.      MT  (+/- 180 meters Scaled)
 GY1390
 GY1390                          SUPERSEDED SURVEY CONTROL
 GY1390
 GY1390  NGVD 29 (??/??/92)  230.48   (m)          756.2    (f) COMPUTED    2 0
 GY1390
 GY1390.Superseded values are not recommended for survey control.
 GY1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1390.See file dsdata.txt to determine how the superseded data were derived.
 GY1390
 GY1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC389050(NAD 83)
 GY1390_MARKER: DB = BENCH MARK DISK
 GY1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1390_STAMPING: L 303 1952 756.183
 GY1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1390+STABILITY: SURFACE MOTION
 GY1390
 GY1390  HISTORY     - Date     Condition        Report By
 GY1390  HISTORY     - 1952     MONUMENTED       CGS
 GY1390  HISTORY     - 1955     GOOD             NGS
 GY1390
 GY1390                          STATION DESCRIPTION
 GY1390
 GY1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1390'3.8 MI N FROM CHANDLERVILLE.
 GY1390'3.85 MILES NORTH ALONG A DIRT ROAD FROM THE SCHOOL AT
 GY1390'CHANDLERVILLE, 4.85 MILES SOUTH ALONG A GRAVEL AND DIRT ROAD FROM
 GY1390'THE JUNCTION OF STATE HIGHWAY 32 AT BANK AT BLAINE, 0.95 MILE
 GY1390'NORTH OF GRAVEL ROAD SOUTHWEST, 0.5 MILE SOUTHEAST OF DIRT ROAD
 GY1390'WEST, 0.15 MILE NORTHWEST OF ROCKY POINT SCHOOL, 41 FEET SOUTHEAST
 GY1390'OF NORTHEAST END OF METAL PIPE CULVERT, 17 FEET NORTHEAST OF
 GY1390'CENTER OF ROAD, 14 FEET SOUTHEAST OF A POWER POLE WHERE LINE
 GY1390'CROSSED ROAD TO NORTHWEST, 1.5 FEET SOUTHWEST OF A FENCE LINE,
 GY1390'1.5 FEET SOUTHEAST OF A WHITE WITNESS POST, 1 FOOT ABOVE LEVEL
 GY1390'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1391 ***********************************************************************
 GY1391  DESIGNATION -  L 303 RESET 1958
 GY1391  PID         -  GY1391
 GY1391  STATE/COUNTY-  KY/LAWRENCE
 GY1391  USGS QUAD   -  SITKA (1992)
 GY1391
 GY1391                         *CURRENT SURVEY CONTROL
 GY1391  ___________________________________________________________________
 GY1391* NAD 83(1986)-  37 58 45.     (N)    082 50 01.     (W)     SCALED    
 GY1391* NAVD 88     -       232.23   (meters)     761.9    (feet)  RESET     
 GY1391  ___________________________________________________________________
 GY1391  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 GY1391
 GY1391  VERT ORDER  -  THIRD
 GY1391
 GY1391.The horizontal coordinates were scaled from a topographic map and have
 GY1391.an estimated accuracy of +/- 6 seconds.
 GY1391
 GY1391.The orthometric height was computed from unverified reset data.
 GY1391.No vertical observational check was made to the station.
 GY1391
 GY1391.The geoid height was determined by GEOID03.
 GY1391
 GY1391;                    North         East    Units  Estimated Accuracy
 GY1391;SPC KY1Z     - 1,186,660.    1,756,160.      MT  (+/- 180 meters Scaled)
 GY1391
 GY1391                          SUPERSEDED SURVEY CONTROL
 GY1391
 GY1391  NGVD 29 (??/??/??)  232.43   (m)          762.6    (f) RESET       3  
 GY1391
 GY1391.Superseded values are not recommended for survey control.
 GY1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1391.See file dsdata.txt to determine how the superseded data were derived.
 GY1391
 GY1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC389050(NAD 83)
 GY1391_MARKER: DB = BENCH MARK DISK
 GY1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1391_STAMPING: L 303 RESET 1958 762.577
 GY1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1391+STABILITY: SURFACE MOTION
 GY1391
 GY1391  HISTORY     - Date     Condition        Report By
 GY1391  HISTORY     - 1958     MONUMENTED       CGS
 GY1391  HISTORY     - 1958     GOOD             NGS
 GY1391
 GY1391                          STATION DESCRIPTION
 GY1391
 GY1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY1391'3.9 MI N FROM CHANDLERVILLE.
 GY1391'ABOUT 3.9 MILES NORTH ALONG A DIRT AND GRAVEL ROAD FROM THE
 GY1391'SCHOOL AT CHANDLERVILLE, 4.85 MILES SOUTH ALONG A GRAVEL ROAD
 GY1391'FROM THE JUNCTION OF STATE HIGHWAY 32 AND BANK AT BLAINE,
 GY1391'LAWRENCE COUNTY, ABOUT 1.0 MILE NORTH OF THE JOHNSON-LAWRENCE
 GY1391'COUNTY LINE AND JUNCTION OF DIRT ROAD AND GRAVEL ROAD WEST, 0.2
 GY1391'MILE NORTH OF THE ROCKY POINT SCHOOL, 0.4 MILE SOUTH OF A DIRT
 GY1391'ROAD WEST, AT THE NORTH END OF A FILL, (THE SECOND FILL NORTH
 GY1391'OF SCHOOL), AND THE SOUTH END OF A CUT, 23 FEET EAST OF THE CENTER
 GY1391'LINE OF ROAD, AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0956 ***********************************************************************
 HY0956  DESIGNATION -  L 304
 HY0956  PID         -  HY0956
 HY0956  STATE/COUNTY-  KY/LAWRENCE
 HY0956  USGS QUAD   -  ADAMS (1993)
 HY0956
 HY0956                         *CURRENT SURVEY CONTROL
 HY0956  ___________________________________________________________________
 HY0956* NAD 83(1986)-  38 02 11.     (N)    082 42 41.     (W)     SCALED    
 HY0956* NAVD 88     -       203.872  (meters)     668.87   (feet)  ADJUSTED  
 HY0956  ___________________________________________________________________
 HY0956  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HY0956  DYNAMIC HT  -         203.726 (meters)     668.39  (feet)  COMP
 HY0956  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 HY0956
 HY0956  VERT ORDER  -  SECOND    CLASS 0
 HY0956
 HY0956.The horizontal coordinates were scaled from a topographic map and have
 HY0956.an estimated accuracy of +/- 6 seconds.
 HY0956
 HY0956.The orthometric height was determined by differential leveling
 HY0956.and adjusted by the National Geodetic Survey in June 1991..
 HY0956
 HY0956.The geoid height was determined by GEOID03.
 HY0956
 HY0956.The dynamic height is computed by dividing the NAVD 88
 HY0956.geopotential number by the normal gravity value computed on the
 HY0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0956.degrees latitude (g = 980.6199 gals.).
 HY0956
 HY0956.The modeled gravity was interpolated from observed gravity values.
 HY0956
 HY0956;                    North         East    Units  Estimated Accuracy
 HY0956;SPC KY1Z     - 1,193,350.    1,766,690.      MT  (+/- 180 meters Scaled)
 HY0956
 HY0956                          SUPERSEDED SURVEY CONTROL
 HY0956
 HY0956  NGVD 29 (??/??/92)  204.079  (m)          669.55   (f) ADJ UNCH    2 0
 HY0956
 HY0956.Superseded values are not recommended for survey control.
 HY0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0956.See file dsdata.txt to determine how the superseded data were derived.
 HY0956
 HY0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC498112(NAD 83)
 HY0956_MARKER: DB = BENCH MARK DISK
 HY0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0956_SP_SET: CULVERT
 HY0956_STAMPING: L 304 1952 669.549
 HY0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0956+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 HY0956
 HY0956  HISTORY     - Date     Condition        Report By
 HY0956  HISTORY     - 1952     MONUMENTED       CGS
 HY0956  HISTORY     - 1955     GOOD             NGS
 HY0956  HISTORY     - 19960729 GOOD             KYDT
 HY0956
 HY0956                          STATION DESCRIPTION
 HY0956
 HY0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0956'1.6 MI S FROM ADAMS.
 HY0956'1.55 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO CHARLEY FROM THE
 HY0956'JUNCTION OF STATE HIGHWAY 32 AND POST OFFICE AT ADAMS, 0.5 MILE
 HY0956'NORTH OF THE JUNCTION OF A ROAD WEST AT LEDOCIO, 48 FEET SOUTHWEST
 HY0956'OF THE SOUTHWEST CORNER OF AN ABANDONED 2-STORY HOUSE, 27 FEET
 HY0956'SOUTHEAST OF THE SOUTHEAST CORNER OF GARAGE AND ACROSS ROAD,
 HY0956'9 FEET EAST OF THE CENTER OF ROAD, IN THE SOUTH END OF THE EAST
 HY0956'HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT, ABOUT LEVEL WITH ROAD.
 HY0956
 HY0956                          STATION RECOVERY (1996)
 HY0956
 HY0956'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 HY0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2184 ***********************************************************************
 GY2184  DESIGNATION -  L 305
 GY2184  PID         -  GY2184
 GY2184  STATE/COUNTY-  KY/KNOTT
 GY2184  USGS QUAD   -  VEST (1992)
 GY2184
 GY2184                         *CURRENT SURVEY CONTROL
 GY2184  ___________________________________________________________________
 GY2184* NAD 83(1986)-  37 23 16.     (N)    083 04 36.     (W)     SCALED    
 GY2184* NAVD 88     -       297.521  (meters)     976.12   (feet)  ADJUSTED  
 GY2184  ___________________________________________________________________
 GY2184  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GY2184  DYNAMIC HT  -         297.286 (meters)     975.35  (feet)  COMP
 GY2184  MODELED GRAV-     979,832.5   (mgal)                       NAVD 88
 GY2184
 GY2184  VERT ORDER  -  SECOND    CLASS 0
 GY2184
 GY2184.The horizontal coordinates were scaled from a topographic map and have
 GY2184.an estimated accuracy of +/- 6 seconds.
 GY2184
 GY2184.The orthometric height was determined by differential leveling
 GY2184.and adjusted by the National Geodetic Survey in June 1991..
 GY2184
 GY2184.The geoid height was determined by GEOID03.
 GY2184
 GY2184.The dynamic height is computed by dividing the NAVD 88
 GY2184.geopotential number by the normal gravity value computed on the
 GY2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2184.degrees latitude (g = 980.6199 gals.).
 GY2184
 GY2184.The modeled gravity was interpolated from observed gravity values.
 GY2184
 GY2184;                    North         East    Units  Estimated Accuracy
 GY2184;SPC KY1Z     - 1,120,420.    1,736,700.      MT  (+/- 180 meters Scaled)
 GY2184
 GY2184                          SUPERSEDED SURVEY CONTROL
 GY2184
 GY2184  NGVD 29 (??/??/92)  297.682  (m)          976.64   (f) ADJ UNCH    2 0
 GY2184
 GY2184.Superseded values are not recommended for survey control.
 GY2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2184.See file dsdata.txt to determine how the superseded data were derived.
 GY2184
 GY2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB161399(NAD 83)
 GY2184_MARKER: DB = BENCH MARK DISK
 GY2184_SETTING: 66 = SET IN ROCK OUTCROP
 GY2184_SP_SET: ROCK OUTCROP
 GY2184_STAMPING: L 305 1952 976.645
 GY2184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2184+STABILITY: POSITION/ELEVATION WELL
 GY2184
 GY2184  HISTORY     - Date     Condition        Report By
 GY2184  HISTORY     - 1952     MONUMENTED       CGS
 GY2184  HISTORY     - 1956     GOOD             NGS
 GY2184  HISTORY     - 19970211 MARK NOT FOUND   KYDT
 GY2184
 GY2184                          STATION DESCRIPTION
 GY2184
 GY2184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2184'7.2 MI E FROM ARY.
 GY2184'7.2 MILES EAST ALONG A ROAD FOLLOWING BALLS FORK FROM THE JUNCTION
 GY2184'OF STATE HIGHWAY 15 AND HIGHWAY BRIDGE OVER BALLS FORK AT ARY,
 GY2184'ABOUT 0.8 MILE SOUTHWEST OF PUNCHEON CAMP SCHOOL, 1.4 MILES EAST OF
 GY2184'GRISBYS STORE 0.65 MILE SOUTHWEST OF THE CROSSING OF RATTLESNAKE
 GY2184'BRANCH, ABOUT 18 YARDS NORTH OF THE TOP OF SMALL GRADE, BETWEEN ROAD
 GY2184'AND CREEK, SET IN THE TOP OF THE SOUTHWEST CORNER OF A LARGE
 GY2184'OUTCROP, 9 FEET EAST OF THE CENTER OF ROAD AND ABOUT 3 FEET
 GY2184'ABOVE LEVEL OF ROAD.
 GY2184
 GY2184                          STATION RECOVERY (1997)
 GY2184
 GY2184'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY2184'BELIEVE MARK GRADED OUT DURING PREVIOUS ROAD WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2235 ***********************************************************************
 GY2235  DESIGNATION -  L 306
 GY2235  PID         -  GY2235
 GY2235  STATE/COUNTY-  KY/PERRY
 GY2235  USGS QUAD   -  VICCO (1992)
 GY2235
 GY2235                         *CURRENT SURVEY CONTROL
 GY2235  ___________________________________________________________________
 GY2235* NAD 83(1986)-  37 12 52.     (N)    083 03 55.     (W)     SCALED    
 GY2235* NAVD 88     -       286.344  (meters)     939.45   (feet)  ADJUSTED  
 GY2235  ___________________________________________________________________
 GY2235  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GY2235  DYNAMIC HT  -         286.112 (meters)     938.69  (feet)  COMP
 GY2235  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 GY2235
 GY2235  VERT ORDER  -  SECOND    CLASS 0
 GY2235
 GY2235.The horizontal coordinates were scaled from a topographic map and have
 GY2235.an estimated accuracy of +/- 6 seconds.
 GY2235
 GY2235.The orthometric height was determined by differential leveling
 GY2235.and adjusted by the National Geodetic Survey in June 1991..
 GY2235
 GY2235.The geoid height was determined by GEOID03.
 GY2235
 GY2235.The dynamic height is computed by dividing the NAVD 88
 GY2235.geopotential number by the normal gravity value computed on the
 GY2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2235.degrees latitude (g = 980.6199 gals.).
 GY2235
 GY2235.The modeled gravity was interpolated from observed gravity values.
 GY2235
 GY2235;                    North         East    Units  Estimated Accuracy
 GY2235;SPC KY1Z     - 1,101,220.    1,738,260.      MT  (+/- 180 meters Scaled)
 GY2235
 GY2235                          SUPERSEDED SURVEY CONTROL
 GY2235
 GY2235  NGVD 29 (??/??/92)  286.505  (m)          939.98   (f) ADJ UNCH    2 0
 GY2235
 GY2235.Superseded values are not recommended for survey control.
 GY2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2235.See file dsdata.txt to determine how the superseded data were derived.
 GY2235
 GY2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB167206(NAD 83)
 GY2235_MARKER: DB = BENCH MARK DISK
 GY2235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2235_SP_SET: BRIDGE
 GY2235_STAMPING: L 306 1952 939.975
 GY2235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2235+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1996
 GY2235
 GY2235  HISTORY     - Date     Condition        Report By
 GY2235  HISTORY     - 1952     MONUMENTED       CGS
 GY2235  HISTORY     - 1956     GOOD             NGS
 GY2235  HISTORY     - 19960610 GOOD             KYDT
 GY2235
 GY2235                          STATION DESCRIPTION
 GY2235
 GY2235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2235'0.8 MI W FROM SASSAFRAS.
 GY2235'0.8 MILE WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE AND
 GY2235'JUNCTION OF STATE HIGHWAY 354 AT SASSAFRAS, AT THE WEST EDGE OF
 GY2235'VILLAGE OF VICCO, AT THE CROSSING OF HIGHWAY 15 AND BRANCH LINE
 GY2235'OF LOUISVILLE AND NASHVILLE RAILROAD, SET IN THE TOP OF
 GY2235'SOUTHEAST END OF NORTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 GY2235'NO. 4 OVER CARRS FORK, 35 FEET SOUTHWEST OF CENTER OF CROSSING,
 GY2235'6 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK AND ABOUT 1.5 FEET
 GY2235'BELOW LEVEL OF TRACK.
 GY2235
 GY2235                          STATION RECOVERY (1996)
 GY2235
 GY2235'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2235'ABOUT 5.3 MILES EAST ALONG KY 15 FROM JUNCTION WITH KY 7 AT JEFF, AT
 GY2235'WESTERN EDGE OF VICCO, THENCE 0.05 MILE SOUTHEAST ALONG OLD KY 15 TO
 GY2235'RAILROAD CROSSING, THENCE SOUTHWEST ALONG RAILROAD TO BRIDGE OVER CARR
 GY2235'FORK AND MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1293 ***********************************************************************
 GY1293  DESIGNATION -  L 307
 GY1293  PID         -  GY1293
 GY1293  STATE/COUNTY-  KY/KNOTT
 GY1293  USGS QUAD   -  HINDMAN (1992)
 GY1293
 GY1293                         *CURRENT SURVEY CONTROL
 GY1293  ___________________________________________________________________
 GY1293* NAD 83(1986)-  37 20 53.     (N)    082 59 37.     (W)     SCALED    
 GY1293* NAVD 88     -       329.999  (meters)    1082.67   (feet)  ADJUSTED  
 GY1293  ___________________________________________________________________
 GY1293  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GY1293  DYNAMIC HT  -         329.733 (meters)    1081.80  (feet)  COMP
 GY1293  MODELED GRAV-     979,817.4   (mgal)                       NAVD 88
 GY1293
 GY1293  VERT ORDER  -  SECOND    CLASS 0
 GY1293
 GY1293.The horizontal coordinates were scaled from a topographic map and have
 GY1293.an estimated accuracy of +/- 6 seconds.
 GY1293
 GY1293.The orthometric height was determined by differential leveling
 GY1293.and adjusted by the National Geodetic Survey in June 1991..
 GY1293
 GY1293.The geoid height was determined by GEOID03.
 GY1293
 GY1293.The dynamic height is computed by dividing the NAVD 88
 GY1293.geopotential number by the normal gravity value computed on the
 GY1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1293.degrees latitude (g = 980.6199 gals.).
 GY1293
 GY1293.The modeled gravity was interpolated from observed gravity values.
 GY1293
 GY1293;                    North         East    Units  Estimated Accuracy
 GY1293;SPC KY1Z     - 1,116,220.    1,744,180.      MT  (+/- 180 meters Scaled)
 GY1293
 GY1293                          SUPERSEDED SURVEY CONTROL
 GY1293
 GY1293  NGVD 29 (??/??/92)  330.159  (m)         1083.20   (f) ADJ UNCH    2 0
 GY1293
 GY1293.Superseded values are not recommended for survey control.
 GY1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1293.See file dsdata.txt to determine how the superseded data were derived.
 GY1293
 GY1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB234353(NAD 83)
 GY1293_MARKER: DB = BENCH MARK DISK
 GY1293_SETTING: 66 = SET IN ROCK OUTCROP
 GY1293_SP_SET: ROCK CUT
 GY1293_STAMPING: L 307 1952 1083.197
 GY1293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1293+STABILITY: POSITION/ELEVATION WELL
 GY1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1293+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 GY1293
 GY1293  HISTORY     - Date     Condition        Report By
 GY1293  HISTORY     - 1952     MONUMENTED       CGS
 GY1293  HISTORY     - 1956     GOOD             NGS
 GY1293  HISTORY     - 20060126 GOOD             KYTC
 GY1293
 GY1293                          STATION DESCRIPTION
 GY1293
 GY1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1293'3.3 MI NW FROM HINDMAN.
 GY1293'2.15 MILES WEST ALONG STATE HIGHWAY 80 FROM THE COURT HOUSE
 GY1293'AT HINDMAN, THENCE 1.15 MILES NORTH ALONG A GRAVEL ROAD LEADING
 GY1293'TO VEST, 1.2 MILES SOUTH OF THE TOP OF A GRADE AND OGDEN GAP
 GY1293'SCHOOL, SET VERTICALLY IN THE SMOOTH WEST FACE OF A 5-FOOT THICK
 GY1293'LAYER OF ROCK IN CUT, 181 FEET SOUTHWEST OF THE SOUTHWEST END OF
 GY1293'SOUTHEAST STONE HEAD WALL OF A 2 1/2 FOOT STONE CULVERT, 17
 GY1293'FEET SOUTHEAST OF THE CENTER OF ROAD AND ABOUT 3 FEET ABOVE LEVEL
 GY1293'OF ROAD.  NOTE-- MARK IS ABOUT 4.1 MILES SOUTH ALONG A GRAVEL
 GY1293'ROAD FROM THE POST OFFICE AND ROAD JUNCTION AT VEST.
 GY1293
 GY1293                          STATION RECOVERY (2006)
 GY1293
 GY1293'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1293'ABOUT 0.4 MILE SOUTH ALONG KY 160 FROM JUNCTION OF KY 80, THENCE RIGHT
 GY1293'0.4 MILE ALONG KY 2759, THENCE RIGHT 0.3 MILE ALONG AN ASPHALT ROAD TO
 GY1293'MARK ON THE RIGHT, ABOUT 220 FEET EAST-NORTHEAST OF A 1 STORY WHITE
 GY1293'VINYL SIDED HOUSE WITH RED METAL ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2256 ***********************************************************************
 GY2256  DESIGNATION -  L 308
 GY2256  PID         -  GY2256
 GY2256  STATE/COUNTY-  KY/KNOTT
 GY2256  USGS QUAD   -  VEST (1992)
 GY2256
 GY2256                         *CURRENT SURVEY CONTROL
 GY2256  ___________________________________________________________________
 GY2256* NAD 83(1986)-  37 24 50.     (N)    083 02 30.     (W)     SCALED    
 GY2256* NAVD 88     -       454.557  (meters)    1491.33   (feet)  ADJUSTED  
 GY2256  ___________________________________________________________________
 GY2256  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GY2256  DYNAMIC HT  -         454.201 (meters)    1490.16  (feet)  COMP
 GY2256  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 GY2256
 GY2256  VERT ORDER  -  SECOND    CLASS 0
 GY2256
 GY2256.The horizontal coordinates were scaled from a topographic map and have
 GY2256.an estimated accuracy of +/- 6 seconds.
 GY2256
 GY2256.The orthometric height was determined by differential leveling
 GY2256.and adjusted by the National Geodetic Survey in June 1991..
 GY2256
 GY2256.The geoid height was determined by GEOID03.
 GY2256
 GY2256.The dynamic height is computed by dividing the NAVD 88
 GY2256.geopotential number by the normal gravity value computed on the
 GY2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2256.degrees latitude (g = 980.6199 gals.).
 GY2256
 GY2256.The modeled gravity was interpolated from observed gravity values.
 GY2256
 GY2256;                    North         East    Units  Estimated Accuracy
 GY2256;SPC KY1Z     - 1,123,400.    1,739,710.      MT  (+/- 180 meters Scaled)
 GY2256
 GY2256                          SUPERSEDED SURVEY CONTROL
 GY2256
 GY2256  NGVD 29 (??/??/92)  454.73   (m)         1491.9    (f) COMPUTED    2 0
 GY2256
 GY2256.Superseded values are not recommended for survey control.
 GY2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2256.See file dsdata.txt to determine how the superseded data were derived.
 GY2256
 GY2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB193427(NAD 83)
 GY2256_MARKER: DB = BENCH MARK DISK
 GY2256_SETTING: 66 = SET IN ROCK OUTCROP
 GY2256_SP_SET: OUTCROP
 GY2256_STAMPING: L 308 1952 1491.870
 GY2256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2256+STABILITY: POSITION/ELEVATION WELL
 GY2256
 GY2256  HISTORY     - Date     Condition        Report By
 GY2256  HISTORY     - 1952     MONUMENTED       CGS
 GY2256  HISTORY     - 1956     GOOD             NGS
 GY2256
 GY2256                          STATION DESCRIPTION
 GY2256
 GY2256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2256'3.4 MI SW FROM ELMROCK.
 GY2256'1.65 MILES SOUTH ALONG A ROAD FOLLOWING BAKER BRANCH FROM
 GY2256'BAKER SCHOOL AT ELMROCK, THENCE 1.65 MILES SOUTHWEST ALONG A
 GY2256'NARROW JEEP ROAD CROSSING YELLOW MOUNTAIN, AT THE CROSSING OF
 GY2256'A NORTHEAST-SOUTHWEST TRAIL FOLLOWING THE TOP OF RIDGE AND A
 GY2256'TRAIL LEADING SOUTHEAST INTO BUFFALO BRANCH AND A TRAIL LEADING
 GY2256'NORTHWEST INTO BOUGHCAMP BRANCH, 9 FEET SOUTHEAST OF CENTER
 GY2256'OF RIDGE TRAIL NORTHEAST, 20 FEET NORTHEAST OF CENTER OF TRAIL
 GY2256'SOUTHEAST IN TO BUFFALO BRANCH, ABOUT 65 YARDS SOUTHWEST OF
 GY2256'THE JUNCTION OF ANOTHER TRAIL SOUTHEAST, SET IN THE TOP AND NEAR
 GY2256'THE HIGHEST POINT OF THE LARGEST ROCK IN A GROUP OF OUTCROPS,
 GY2256'AND ABOUT LEVEL WITH TOP OF RIDGE.  NOTE-- MARK MAY BE REACHED
 GY2256'FROM THE POST OFFICE AT VEST BY GOING ABOUT 2.55 MILES WEST ALONG
 GY2256'A ROAD FOLLOWING BALLS BRANCH, THENCE ABOUT 0.25 MILE NORTH
 GY2256'ALONG A DIM ROAD FOLLOWING BUFFALO BRANCH TO A SAW MILL SITE, THENCE
 GY2256'ABOUT 0.6 MILE NORTHWEST ALONG A TRAIL TO THE TOP OF YELLOW
 GY2256'MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1279 ***********************************************************************
 GY1279  DESIGNATION -  L 309
 GY1279  PID         -  GY1279
 GY1279  STATE/COUNTY-  KY/FLOYD
 GY1279  USGS QUAD   -  HANDSHOE (1992)
 GY1279
 GY1279                         *CURRENT SURVEY CONTROL
 GY1279  ___________________________________________________________________
 GY1279* NAD 83(1986)-  37 28 44.     (N)    082 53 27.     (W)     SCALED    
 GY1279* NAVD 88     -       224.710  (meters)     737.24   (feet)  POSTED    
 GY1279  ___________________________________________________________________
 GY1279  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GY1279  DYNAMIC HT  -         224.530 (meters)     736.65  (feet)  COMP
 GY1279  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 GY1279
 GY1279  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GY1279
 GY1279.The horizontal coordinates were scaled from a topographic map and have
 GY1279.an estimated accuracy of +/- 6 seconds.
 GY1279
 GY1279.The orthometric height was determined by differential leveling
 GY1279.and adjusted by the National Geodetic Survey in 1992..
 GY1279.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GY1279.rate of 2.1 thru 3.0 mm/km.
 GY1279
 GY1279.The geoid height was determined by GEOID03.
 GY1279
 GY1279.The dynamic height is computed by dividing the NAVD 88
 GY1279.geopotential number by the normal gravity value computed on the
 GY1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1279.degrees latitude (g = 980.6199 gals.).
 GY1279
 GY1279.The modeled gravity was interpolated from observed gravity values.
 GY1279
 GY1279;                    North         East    Units  Estimated Accuracy
 GY1279;SPC KY1Z     - 1,131,010.    1,752,840.      MT  (+/- 180 meters Scaled)
 GY1279
 GY1279                          SUPERSEDED SURVEY CONTROL
 GY1279
 GY1279  NGVD 29 (??/??/92)  224.880  (m)          737.79   (f) ADJ UNCH    2 0
 GY1279
 GY1279.Superseded values are not recommended for survey control.
 GY1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1279.See file dsdata.txt to determine how the superseded data were derived.
 GY1279
 GY1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB328496(NAD 83)
 GY1279_MARKER: DB = BENCH MARK DISK
 GY1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1279_SP_SET: CULVERT
 GY1279_STAMPING: L 309 1952 2737.794
 GY1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1279
 GY1279  HISTORY     - Date     Condition        Report By
 GY1279  HISTORY     - 1952     MONUMENTED       CGS
 GY1279  HISTORY     - 1956     POOR             NGS
 GY1279
 GY1279                          STATION DESCRIPTION
 GY1279
 GY1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1279'1.3 MI E FROM HANDSHOE.
 GY1279'1.3 MILES EAST AND NORTHEAST ALONG A ROUGH ROAD FROM THE POST
 GY1279'OFFICE AT HANDSHOE, IN THE TOP OF THE SOUTHEAST HEAD WALL OF A
 GY1279'10-FOOT SKEW CONCRETE AND STONE BOX CULVERT FOR LICK FORK,
 GY1279'ABOUT 50 YARDS NORTHWEST AND UPSTREAM ALONG LICK FORK FROM THE
 GY1279'CONFLUENCE WITH SALT LICK CREEK, 16.5 FEET SOUTHWEST OF NORTHEAST
 GY1279'END OF HEAD WALL, 16 FEET SOUTHEAST OF CENTER OF ROAD AND ABOUT
 GY1279'1.5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1087 ***********************************************************************
 HZ1087  DESIGNATION -  L 31
 HZ1087  PID         -  HZ1087
 HZ1087  STATE/COUNTY-  KY/OLDHAM
 HZ1087  USGS QUAD   -  LA GRANGE (1993)
 HZ1087
 HZ1087                         *CURRENT SURVEY CONTROL
 HZ1087  ___________________________________________________________________
 HZ1087* NAD 83(1986)-  38 26 06.     (N)    085 23 45.     (W)     SCALED    
 HZ1087* NAVD 88     -       245.902  (meters)     806.76   (feet)  ADJUSTED  
 HZ1087  ___________________________________________________________________
 HZ1087  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HZ1087  DYNAMIC HT  -         245.738 (meters)     806.23  (feet)  COMP
 HZ1087  MODELED GRAV-     979,954.7   (mgal)                       NAVD 88
 HZ1087
 HZ1087  VERT ORDER  -  SECOND    CLASS 0
 HZ1087
 HZ1087.The horizontal coordinates were scaled from a topographic map and have
 HZ1087.an estimated accuracy of +/- 6 seconds.
 HZ1087
 HZ1087.The orthometric height was determined by differential leveling
 HZ1087.and adjusted by the National Geodetic Survey in June 1991..
 HZ1087
 HZ1087.The geoid height was determined by GEOID03.
 HZ1087
 HZ1087.The dynamic height is computed by dividing the NAVD 88
 HZ1087.geopotential number by the normal gravity value computed on the
 HZ1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1087.degrees latitude (g = 980.6199 gals.).
 HZ1087
 HZ1087.The modeled gravity was interpolated from observed gravity values.
 HZ1087
 HZ1087;                    North         East    Units  Estimated Accuracy
 HZ1087;SPC KY1Z     - 1,233,310.    1,530,920.      MT  (+/- 180 meters Scaled)
 HZ1087
 HZ1087                          SUPERSEDED SURVEY CONTROL
 HZ1087
 HZ1087  NGVD 29 (??/??/92)  246.065  (m)          807.30   (f) ADJ UNCH    2 0
 HZ1087
 HZ1087.Superseded values are not recommended for survey control.
 HZ1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1087.See file dsdata.txt to determine how the superseded data were derived.
 HZ1087
 HZ1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH400553(NAD 83)
 HZ1087_MARKER: DB = BENCH MARK DISK
 HZ1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1087_STAMPING: L 31 1934
 HZ1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1087+STABILITY: SURFACE MOTION
 HZ1087
 HZ1087  HISTORY     - Date     Condition        Report By
 HZ1087  HISTORY     - 1934     MONUMENTED       CGS
 HZ1087
 HZ1087                          STATION DESCRIPTION
 HZ1087
 HZ1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1087'2.2 MI NW FROM LAGRANGE.
 HZ1087'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 53 FROM THE COUNTY
 HZ1087'COURTHOUSE AT LAGRANGE, OLDHAM COUNTY, 19.4 FEET NORTHEAST OF
 HZ1087'THE CENTERLINE OF THE HIGHWAY, 11.2 FEET NORTHWEST OF TELEPHONE
 HZ1087'POLE 40, AT THE SOUTHEAST CORNER OF THE L.C. BRIGHT YARDS IN
 HZ1087'1935, AT A FENCE CORNER, 2 FEET FROM THE FENCE, AND LEVEL WITH
 HZ1087'THE HIGHWAY.  A STANDARD DISK, STAMPED L 31 1934 AND SET IN THE
 HZ1087'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0954 ***********************************************************************
 HY0954  DESIGNATION -  L 310
 HY0954  PID         -  HY0954
 HY0954  STATE/COUNTY-  KY/LAWRENCE
 HY0954  USGS QUAD   -  LOUISA (1993)
 HY0954
 HY0954                         *CURRENT SURVEY CONTROL
 HY0954  ___________________________________________________________________
 HY0954* NAD 83(1986)-  38 01 34.     (N)    082 31 45.     (W)     SCALED    
 HY0954* NAVD 88     -       182.561  (meters)     598.95   (feet)  ADJUSTED  
 HY0954  ___________________________________________________________________
 HY0954  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HY0954  DYNAMIC HT  -         182.431 (meters)     598.53  (feet)  COMP
 HY0954  MODELED GRAV-     979,914.1   (mgal)                       NAVD 88
 HY0954
 HY0954  VERT ORDER  -  SECOND    CLASS 0
 HY0954
 HY0954.The horizontal coordinates were scaled from a topographic map and have
 HY0954.an estimated accuracy of +/- 6 seconds.
 HY0954
 HY0954.The orthometric height was determined by differential leveling
 HY0954.and adjusted by the National Geodetic Survey in June 1991..
 HY0954
 HY0954.The geoid height was determined by GEOID03.
 HY0954
 HY0954.The dynamic height is computed by dividing the NAVD 88
 HY0954.geopotential number by the normal gravity value computed on the
 HY0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0954.degrees latitude (g = 980.6199 gals.).
 HY0954
 HY0954.The modeled gravity was interpolated from observed gravity values.
 HY0954
 HY0954;                    North         East    Units  Estimated Accuracy
 HY0954;SPC KY1Z     - 1,192,750.    1,782,710.      MT  (+/- 180 meters Scaled)
 HY0954
 HY0954                          SUPERSEDED SURVEY CONTROL
 HY0954
 HY0954  NGVD 29 (??/??/92)  182.783  (m)          599.68   (f) ADJ UNCH    2 0
 HY0954
 HY0954.Superseded values are not recommended for survey control.
 HY0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0954.See file dsdata.txt to determine how the superseded data were derived.
 HY0954
 HY0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC657098(NAD 83)
 HY0954_MARKER: DB = BENCH MARK DISK
 HY0954_SETTING: 66 = SET IN ROCK OUTCROP
 HY0954_SP_SET: ROCK CUT
 HY0954_STAMPING: L 310 1952 599.681
 HY0954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0954+STABILITY: POSITION/ELEVATION WELL
 HY0954
 HY0954  HISTORY     - Date     Condition        Report By
 HY0954  HISTORY     - 1952     MONUMENTED       CGS
 HY0954  HISTORY     - 1955     GOOD             NGS
 HY0954
 HY0954                          STATION DESCRIPTION
 HY0954
 HY0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0954'2.1 MI N FROM CLIFFORD.
 HY0954'2.1 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT CLIFFORD,
 HY0954'IN THE TOP OF A SMALL SHELF AT THE NORTH POINT OF A CONCAVE ROCK
 HY0954'CUT, ABOUT 18 FEET AND 6 FEET HIGH, 377 FEET NORTHWEST OF THE
 HY0954'NORTH CORNER OF THE BETHLEHEM BAPTIST CHURCH, 305 FEET NORTHWEST
 HY0954'OF CENTER OF JUNCTION OF A ROAD SOUTHWEST, 61 FEET WEST AND ACROSS
 HY0954'ROAD FROM POWER POLE WITH TRANSFORMER NO. 552/518, 89 FEET SOUTH
 HY0954'AND ACROSS HIGHWAY FROM THE SOUTH CORNER OF A GARAGE, 21 FEET
 HY0954'SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 3 FEET ABOVE LEVEL OF
 HY0954'HIGHWAY.  NOTE-- MARK IS REACHED FROM GLENHAYES, WAYNE COUNTY,
 HY0954'WEST VIRGINIA BY GOING ABOUT 0.3 MILE NORTHWEST ALONG A FOOT PATH
 HY0954'AND ACROSS TUG FORK OF BIG SANDY RIVER TO STATE HIGHWAY 3, THENCE
 HY0954'0.8 MILE NORTH ALONG HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1649 ***********************************************************************
 GY1649  DESIGNATION -  L 312
 GY1649  PID         -  GY1649
 GY1649  STATE/COUNTY-  KY/MARTIN
 GY1649  USGS QUAD   -  INEZ (1992)
 GY1649
 GY1649                         *CURRENT SURVEY CONTROL
 GY1649  ___________________________________________________________________
 GY1649* NAD 83(1986)-  37 49 08.     (N)    082 33 51.     (W)     SCALED    
 GY1649* NAVD 88     -       204.768  (meters)     671.81   (feet)  ADJUSTED  
 GY1649  ___________________________________________________________________
 GY1649  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GY1649  DYNAMIC HT  -         204.618 (meters)     671.32  (feet)  COMP
 GY1649  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 GY1649
 GY1649  VERT ORDER  -  SECOND    CLASS 0
 GY1649
 GY1649.The horizontal coordinates were scaled from a topographic map and have
 GY1649.an estimated accuracy of +/- 6 seconds.
 GY1649
 GY1649.The orthometric height was determined by differential leveling
 GY1649.and adjusted by the National Geodetic Survey in June 1991..
 GY1649
 GY1649.The geoid height was determined by GEOID03.
 GY1649
 GY1649.The dynamic height is computed by dividing the NAVD 88
 GY1649.geopotential number by the normal gravity value computed on the
 GY1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1649.degrees latitude (g = 980.6199 gals.).
 GY1649
 GY1649.The modeled gravity was interpolated from observed gravity values.
 GY1649
 GY1649;                    North         East    Units  Estimated Accuracy
 GY1649;SPC KY1Z     - 1,169,660.    1,780,430.      MT  (+/- 180 meters Scaled)
 GY1649
 GY1649                          SUPERSEDED SURVEY CONTROL
 GY1649
 GY1649  NGVD 29 (??/??/92)  204.981  (m)          672.51   (f) ADJ UNCH    2 0
 GY1649
 GY1649.Superseded values are not recommended for survey control.
 GY1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1649.See file dsdata.txt to determine how the superseded data were derived.
 GY1649
 GY1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB623868(NAD 83)
 GY1649_MARKER: DB = BENCH MARK DISK
 GY1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1649_STAMPING: L 312 1952 672.508
 GY1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1649+STABILITY: SURFACE MOTION
 GY1649
 GY1649  HISTORY     - Date     Condition        Report By
 GY1649  HISTORY     - 1952     MONUMENTED       CGS
 GY1649  HISTORY     - 1956     GOOD             NGS
 GY1649  HISTORY     - 20011228 MARK NOT FOUND   KYDT
 GY1649
 GY1649                          STATION DESCRIPTION
 GY1649
 GY1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1649'0.5 MI SW FROM DEBORD.
 GY1649'0.5 MILE SOUTHWEST ALONG A GRAVEL ROAD FOLLOWING MIDDLE FORK FROM
 GY1649'POST OFFICE AND CHURCH AT DEBORD, 232 FEET NORTH OF CENTER OF
 GY1649'DRIVE EAST TO HOME OF W.T. CLINE, 100 FEET NORTHEAST AND ACROSS
 GY1649'ROAD FROM POWER POLE WITH TRANSFORMER NO. 791-29, 37 FEET EAST OF
 GY1649'THE CENTER OF ROAD, 23 FEET EAST OF THE SOUTH END OF AN 8-INCH
 GY1649'PIPE CULVERT UNDER DRIVE EAST TO FARM, 13 FEET SOUTH OF THE CENTER
 GY1649'OF FARM DRIVE, 1.5 FEET SOUTH OF WHITE WITNESS POST, SET IN THE
 GY1649'TOP OF A CONCRETE POST PROJECTING 4 INCHES, 1 FOOT BELOW THE LEVEL
 GY1649'OF ROAD.
 GY1649
 GY1649                          STATION RECOVERY (2001)
 GY1649
 GY1649'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1649'AREA HAS BEEN FILLED IN/GRADED, GROUND AT LOCATION NOW LEVEL WITH, OR
 GY1649'SLIGHTLY HIGHER THAN ROAD WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0447 ***********************************************************************
 GY0447  DESIGNATION -  L 313
 GY0447  PID         -  GY0447
 GY0447  STATE/COUNTY-  KY/MARTIN
 GY0447  USGS QUAD   -  VARNEY (1992)
 GY0447
 GY0447                         *CURRENT SURVEY CONTROL
 GY0447  ___________________________________________________________________
 GY0447* NAD 83(1986)-  37 44 46.     (N)    082 29 51.     (W)     SCALED    
 GY0447* NAVD 88     -       200.472  (meters)     657.72   (feet)  ADJUSTED  
 GY0447  ___________________________________________________________________
 GY0447  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 GY0447  DYNAMIC HT  -         200.325 (meters)     657.23  (feet)  COMP
 GY0447  MODELED GRAV-     979,892.6   (mgal)                       NAVD 88
 GY0447
 GY0447  VERT ORDER  -  SECOND    CLASS 0
 GY0447
 GY0447.The horizontal coordinates were scaled from a topographic map and have
 GY0447.an estimated accuracy of +/- 6 seconds.
 GY0447
 GY0447.The orthometric height was determined by differential leveling
 GY0447.and adjusted by the National Geodetic Survey in June 1991..
 GY0447
 GY0447.The geoid height was determined by GEOID03.
 GY0447
 GY0447.The dynamic height is computed by dividing the NAVD 88
 GY0447.geopotential number by the normal gravity value computed on the
 GY0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0447.degrees latitude (g = 980.6199 gals.).
 GY0447
 GY0447.The modeled gravity was interpolated from observed gravity values.
 GY0447
 GY0447;                    North         East    Units  Estimated Accuracy
 GY0447;SPC KY1Z     - 1,161,790.    1,786,570.      MT  (+/- 180 meters Scaled)
 GY0447
 GY0447                          SUPERSEDED SURVEY CONTROL
 GY0447
 GY0447  NGVD 29 (??/??/92)  200.687  (m)          658.42   (f) ADJ UNCH    2 0
 GY0447
 GY0447.Superseded values are not recommended for survey control.
 GY0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0447.See file dsdata.txt to determine how the superseded data were derived.
 GY0447
 GY0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB680787(NAD 83)
 GY0447_MARKER: DB = BENCH MARK DISK
 GY0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0447_STAMPING: L 313 1952 658.421
 GY0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0447+STABILITY: SURFACE MOTION
 GY0447
 GY0447  HISTORY     - Date     Condition        Report By
 GY0447  HISTORY     - 1952     MONUMENTED       CGS
 GY0447  HISTORY     - 1956     GOOD             NGS
 GY0447
 GY0447                          STATION DESCRIPTION
 GY0447
 GY0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0447'3 MI SW FROM MC CLURE.
 GY0447'3.0 MILES SOUTHWEST FROM THE SCHOOL AT MC CLURE ALONG A DIRT
 GY0447'ROAD FOLLOWING WOLF CREEK, 0.6 MILE NORTHEAST OF MOUTH OF
 GY0447'MEATHOUSE SCHOOL, AND JUNCTION OF ROAD SOUTHEAST ALONG MEATHOUSE
 GY0447'CREEK, 0.35 MILE SOUTHWEST OF DIRT ROAD SOUTHWEST, 233 FEET SOUTH
 GY0447'OF THE SOUTHWEST CORNER OF A POLE BARN, 55 FEET SOUTH SOUTHWEST
 GY0447'OF A 12-INCH POPLAR TREE WITH TRIANGULAR BLAZE, 7 FEET EAST OF
 GY0447'THE BANK OF WOLF CREEK, 1.5 FEET EAST OF A WHITE WITNESS POST,
 GY0447'ABOUT 5 FEET BELOW THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0471 ***********************************************************************
 GY0471  DESIGNATION -  L 314
 GY0471  PID         -  GY0471
 GY0471  STATE/COUNTY-  KY/MARTIN
 GY0471  USGS QUAD   -  VARNEY (1992)
 GY0471
 GY0471                         *CURRENT SURVEY CONTROL
 GY0471  ___________________________________________________________________
 GY0471* NAD 83(1986)-  37 43 05.     (N)    082 25 58.     (W)     SCALED    
 GY0471* NAVD 88     -       222.075  (meters)     728.59   (feet)  ADJUSTED  
 GY0471  ___________________________________________________________________
 GY0471  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GY0471  DYNAMIC HT  -         221.912 (meters)     728.06  (feet)  COMP
 GY0471  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 GY0471
 GY0471  VERT ORDER  -  SECOND    CLASS 0
 GY0471
 GY0471.The horizontal coordinates were scaled from a topographic map and have
 GY0471.an estimated accuracy of +/- 6 seconds.
 GY0471
 GY0471.The orthometric height was determined by differential leveling
 GY0471.and adjusted by the National Geodetic Survey in June 1991..
 GY0471
 GY0471.The geoid height was determined by GEOID03.
 GY0471
 GY0471.The dynamic height is computed by dividing the NAVD 88
 GY0471.geopotential number by the normal gravity value computed on the
 GY0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0471.degrees latitude (g = 980.6199 gals.).
 GY0471
 GY0471.The modeled gravity was interpolated from observed gravity values.
 GY0471
 GY0471;                    North         East    Units  Estimated Accuracy
 GY0471;SPC KY1Z     - 1,158,880.    1,792,380.      MT  (+/- 180 meters Scaled)
 GY0471
 GY0471                          SUPERSEDED SURVEY CONTROL
 GY0471
 GY0471  NGVD 29 (??/??/92)  222.297  (m)          729.32   (f) ADJ UNCH    2 0
 GY0471
 GY0471.Superseded values are not recommended for survey control.
 GY0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0471.See file dsdata.txt to determine how the superseded data were derived.
 GY0471
 GY0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB737754(NAD 83)
 GY0471_MARKER: DB = BENCH MARK DISK
 GY0471_SETTING: 66 = SET IN ROCK OUTCROP
 GY0471_SP_SET: ROCK CLIFF
 GY0471_STAMPING: L 314 1952 729.319
 GY0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0471+STABILITY: POSITION/ELEVATION WELL
 GY0471
 GY0471  HISTORY     - Date     Condition        Report By
 GY0471  HISTORY     - 1952     MONUMENTED       CGS
 GY0471  HISTORY     - 1956     GOOD             NGS
 GY0471
 GY0471                          STATION DESCRIPTION
 GY0471
 GY0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0471'0.9 MI SE FROM LAURA.
 GY0471'0.9 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE CHURCH OF BRETHERN
 GY0471'AT LAURA, 0.7 MILE SOUTHEAST OF MOUTH OF CANEY FORK SCHOOL, 0.6
 GY0471'MILE SOUTHEAST OF A DIRT ROAD SOUTHWEST, 60 FEET NORTHWEST OF A
 GY0471'POINT WHERE ROAD TURNS SOUTH AWAY FROM CREEK BED, 32.5 FEET
 GY0471'NORTHEAST AND ACROSS ROAD AND CREEK FROM AN 18-INCH WALNUT TREE
 GY0471'WITH A TRIANGLE BLAZE, 20 FEET NORTHEAST OF THE CENTER OF ROAD AND
 GY0471'CREEK, 9 FEET NORTHWEST OF SOUTHEAST END OF CLIFF, SET VERTICALLY
 GY0471'IN FACE OF A PROMINENT OVERHANGING ROCK CLIFF, ABOUT 5 FEET ABOVE
 GY0471'ROAD AND CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0662 ***********************************************************************
 GY0662  DESIGNATION -  L 315
 GY0662  PID         -  GY0662
 GY0662  STATE/COUNTY-  KY/PIKE
 GY0662  USGS QUAD   -  LICK CREEK (1978)
 GY0662
 GY0662                         *CURRENT SURVEY CONTROL
 GY0662  ___________________________________________________________________
 GY0662* NAD 83(1986)-  37 25 12.     (N)    082 15 54.     (W)     SCALED    
 GY0662* NAVD 88     -       244.242  (meters)     801.32   (feet)  ADJUSTED  
 GY0662  ___________________________________________________________________
 GY0662  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GY0662  DYNAMIC HT  -         244.052 (meters)     800.69  (feet)  COMP
 GY0662  MODELED GRAV-     979,844.2   (mgal)                       NAVD 88
 GY0662
 GY0662  VERT ORDER  -  SECOND    CLASS 0
 GY0662
 GY0662.The horizontal coordinates were scaled from a topographic map and have
 GY0662.an estimated accuracy of +/- 6 seconds.
 GY0662
 GY0662.The orthometric height was determined by differential leveling
 GY0662.and adjusted by the National Geodetic Survey in June 1991..
 GY0662
 GY0662.The geoid height was determined by GEOID03.
 GY0662
 GY0662.The dynamic height is computed by dividing the NAVD 88
 GY0662.geopotential number by the normal gravity value computed on the
 GY0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0662.degrees latitude (g = 980.6199 gals.).
 GY0662
 GY0662.The modeled gravity was interpolated from observed gravity values.
 GY0662
 GY0662;                    North         East    Units  Estimated Accuracy
 GY0662;SPC KY1Z     - 1,126,360.    1,808,400.      MT  (+/- 180 meters Scaled)
 GY0662
 GY0662                          SUPERSEDED SURVEY CONTROL
 GY0662
 GY0662  NGVD 29 (??/??/92)  244.445  (m)          801.98   (f) ADJ UNCH    2 0
 GY0662
 GY0662.Superseded values are not recommended for survey control.
 GY0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0662.See file dsdata.txt to determine how the superseded data were derived.
 GY0662
 GY0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB880422(NAD 83)
 GY0662_MARKER: DB = BENCH MARK DISK
 GY0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0662_SP_SET: CULVERT
 GY0662_STAMPING: L 315 1952 801.983
 GY0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0662+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 GY0662
 GY0662  HISTORY     - Date     Condition        Report By
 GY0662  HISTORY     - 1952     MONUMENTED       CGS
 GY0662  HISTORY     - 1956     GOOD             NGS
 GY0662  HISTORY     - 20020723 GOOD             KYDT
 GY0662
 GY0662                          STATION DESCRIPTION
 GY0662
 GY0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0662'AT BIGGS.
 GY0662'AT BIGGS, 0.05 MILE EAST ALONG U.S. HIGHWAY 460 FROM THE POST
 GY0662'OFFICE, 1.1 MILES SOUTHEAST OF SOUTHEAST END OF HIGHWAY BRIDGE
 GY0662'OVER LEVISA FORK OF BIG SANDY RIVER, SET IN THE TOP AND 4 FEET
 GY0662'WEST OF EAST END OF THE SOUTH HEAD WALL, OF A 4-FOOT CONCRETE
 GY0662'BOX CULVERT, 14 FEET SOUTH OF CENTER LINE OF HIGHWAY, 112.5 FEET
 GY0662'SOUTHWEST AND ACROSS HIGHWAY FROM SOUTHWEST CORNER OF A 2-STORY
 GY0662'CONCRETE BLOCK SERVICE STATION, 39 FEET NORTHEAST OF NORTHEAST
 GY0662'CORNER CONCRETE RETAINING WALL AROUND LAWN OF THE LUNDY BLAIR
 GY0662'HOME, AND ABOUT LEVEL WITH HIGHWAY.
 GY0662
 GY0662                          STATION RECOVERY (2002)
 GY0662
 GY0662'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0662'U.S. HIGHWAY 460 MENTIONED IN PREVIOUS RECOVERY NOW KY 1499, 2 STORY
 GY0662'CONCRETE BLOCK SERVICE STATION NO LONGER HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1133 ***********************************************************************
 GY1133  DESIGNATION -  L 316
 GY1133  PID         -  GY1133
 GY1133  STATE/COUNTY-  KY/PIKE
 GY1133  USGS QUAD   -  DORTON (1992)
 GY1133
 GY1133                         *CURRENT SURVEY CONTROL
 GY1133  ___________________________________________________________________
 GY1133* NAD 83(1986)-  37 22 02.     (N)    082 34 55.     (W)     SCALED    
 GY1133* NAVD 88     -       285.321  (meters)     936.09   (feet)  ADJUSTED  
 GY1133  ___________________________________________________________________
 GY1133  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GY1133  DYNAMIC HT  -         285.097 (meters)     935.36  (feet)  COMP
 GY1133  MODELED GRAV-     979,837.1   (mgal)                       NAVD 88
 GY1133
 GY1133  VERT ORDER  -  SECOND    CLASS 0
 GY1133
 GY1133.The horizontal coordinates were scaled from a topographic map and have
 GY1133.an estimated accuracy of +/- 6 seconds.
 GY1133
 GY1133.The orthometric height was determined by differential leveling
 GY1133.and adjusted by the National Geodetic Survey in June 1991..
 GY1133
 GY1133.The geoid height was determined by GEOID03.
 GY1133
 GY1133.The dynamic height is computed by dividing the NAVD 88
 GY1133.geopotential number by the normal gravity value computed on the
 GY1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1133.degrees latitude (g = 980.6199 gals.).
 GY1133
 GY1133.The modeled gravity was interpolated from observed gravity values.
 GY1133
 GY1133;                    North         East    Units  Estimated Accuracy
 GY1133;SPC KY1Z     - 1,119,510.    1,780,560.      MT  (+/- 180 meters Scaled)
 GY1133
 GY1133                          SUPERSEDED SURVEY CONTROL
 GY1133
 GY1133  NGVD 29 (??/??/92)  285.508  (m)          936.70   (f) ADJ UNCH    2 0
 GY1133
 GY1133.Superseded values are not recommended for survey control.
 GY1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1133.See file dsdata.txt to determine how the superseded data were derived.
 GY1133
 GY1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB599367(NAD 83)
 GY1133_MARKER: DB = BENCH MARK DISK
 GY1133_SETTING: 66 = SET IN ROCK OUTCROP
 GY1133_SP_SET: ROCK CUT
 GY1133_STAMPING: L 316 1953 936.704
 GY1133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1133+STABILITY: POSITION/ELEVATION WELL
 GY1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1133+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 GY1133
 GY1133  HISTORY     - Date     Condition        Report By
 GY1133  HISTORY     - 1953     MONUMENTED       CGS
 GY1133  HISTORY     - 1956     GOOD             NGS
 GY1133  HISTORY     - 20040330 GOOD             KYDT
 GY1133
 GY1133                          STATION DESCRIPTION
 GY1133
 GY1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1133'2.8 MI NW FROM VIRGIE.
 GY1133'2.75 MILES NORTHWEST AND NORTH ALONG U.S. HIGHWAY 23 FROM THE
 GY1133'HIGH SCHOOL AT VIRGIE, AT THE NORTH END OF A CURVE WITH
 GY1133'TANGENTS EXTENDING NORTH AND SOUTHWEST, 0.1 MILE SOUTH OF A
 GY1133'CONCRETE BRIDGE OVER ROBINSON CREEK AND JUNCTION OF A ROAD
 GY1133'WEST ALONG CREEK, 39 YARDS SOUTH OF WEST END OF AN 18-INCH
 GY1133'PIPE CULVERT WITH CONCRETE CATCH BASIN, SET VERTICALLY ABOUT
 GY1133'2.5 FEET ABOVE GROUND IN THE NORTHEAST FACE OF AN 8-FOOT HIGH
 GY1133'ROCK AT THE NORTH END OF A ROCK CUT, 17 YARDS SOUTH OF
 GY1133'TELEPHONE POLE NO. 4055, 30 YARDS SOUTH OF CENTER OF HIGHWAY AT
 GY1133'CENTER OF CROSSING OF TELEPHONE LINE, 20 FEET WEST OF CENTER
 GY1133'LINE OF HIGHWAY AND ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 GY1133
 GY1133                          STATION RECOVERY (2004)
 GY1133
 GY1133'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1298 ***********************************************************************
 GY1298  DESIGNATION -  L 317
 GY1298  PID         -  GY1298
 GY1298  STATE/COUNTY-  KY/PIKE
 GY1298  USGS QUAD   -  JENKINS EAST (1992)
 GY1298
 GY1298                         *CURRENT SURVEY CONTROL
 GY1298  ___________________________________________________________________
 GY1298* NAD 83(1986)-  37 13 47.     (N)    082 31 29.     (W)     SCALED    
 GY1298* NAVD 88     -       382.899  (meters)    1256.23   (feet)  ADJUSTED  
 GY1298  ___________________________________________________________________
 GY1298  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GY1298  DYNAMIC HT  -         382.582 (meters)    1255.19  (feet)  COMP
 GY1298  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 GY1298
 GY1298  VERT ORDER  -  SECOND    CLASS 0
 GY1298
 GY1298.The horizontal coordinates were scaled from a topographic map and have
 GY1298.an estimated accuracy of +/- 6 seconds.
 GY1298
 GY1298.The orthometric height was determined by differential leveling
 GY1298.and adjusted by the National Geodetic Survey in June 1991..
 GY1298
 GY1298.The geoid height was determined by GEOID03.
 GY1298
 GY1298.The dynamic height is computed by dividing the NAVD 88
 GY1298.geopotential number by the normal gravity value computed on the
 GY1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1298.degrees latitude (g = 980.6199 gals.).
 GY1298
 GY1298.The modeled gravity was interpolated from observed gravity values.
 GY1298
 GY1298;                    North         East    Units  Estimated Accuracy
 GY1298;SPC KY1Z     - 1,104,430.    1,786,160.      MT  (+/- 180 meters Scaled)
 GY1298
 GY1298                          SUPERSEDED SURVEY CONTROL
 GY1298
 GY1298  NGVD 29 (??/??/92)  383.064  (m)         1256.77   (f) ADJ UNCH    2 0
 GY1298
 GY1298.Superseded values are not recommended for survey control.
 GY1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1298.See file dsdata.txt to determine how the superseded data were derived.
 GY1298
 GY1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB647214(NAD 83)
 GY1298_MARKER: DB = BENCH MARK DISK
 GY1298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1298_SP_SET: CULVERT
 GY1298_STAMPING: L 317 1956 1256.769
 GY1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1298
 GY1298  HISTORY     - Date     Condition        Report By
 GY1298  HISTORY     - 1956     MONUMENTED       CGS
 GY1298  HISTORY     - 1956     POOR             NGS
 GY1298
 GY1298                          STATION DESCRIPTION
 GY1298
 GY1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1298'3.2 MI NE FROM SHELBY GAP.
 GY1298'3.25 MILES NORTHEAST ALONG STATE HIGHWAY 197 FROM THE JUNCTION
 GY1298'OF U.S. HIGHWAYS 23 AND 119 AT SHELBY GAP, 0.6 MILE WEST OF
 GY1298'HILTON SCHOOL, ON THE OUTSIDE AND AT THE NORTHWEST END OF
 GY1298'CURVE WITH TANGENTS EXTENDING NORTHWEST AND EAST, 23 FEET
 GY1298'SOUTHWEST OF THE CENTER LINE OF HIGHWAY, SET IN THE TOP OF THE
 GY1298'NORTHWEST END OF SOUTHWEST CONCRETE HEAD WALL OF A 3-FOOT PIPE
 GY1298'CULVERT WITH WINGWALLS, ABOUT 4 FEET BELOW THE LEVEL OF ROAD.
 GY1298'NOTE-- CEMENT WAS FOUND BROKEN OUT AROUND DISK AND WAS
 GY1298'RECEMENTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1221 ***********************************************************************
 GY1221  DESIGNATION -  L 318
 GY1221  PID         -  GY1221
 GY1221  STATE/COUNTY-  KY/FLOYD
 GY1221  USGS QUAD   -  WAYLAND (1992)
 GY1221
 GY1221                         *CURRENT SURVEY CONTROL
 GY1221  ___________________________________________________________________
 GY1221* NAD 83(1986)-  37 27 57.     (N)    082 45 57.     (W)     SCALED    
 GY1221* NAVD 88     -       228.537  (meters)     749.79   (feet)  ADJUSTED  
 GY1221  ___________________________________________________________________
 GY1221  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GY1221  DYNAMIC HT  -         228.359 (meters)     749.21  (feet)  COMP
 GY1221  MODELED GRAV-     979,844.2   (mgal)                       NAVD 88
 GY1221
 GY1221  VERT ORDER  -  SECOND    CLASS 0
 GY1221
 GY1221.The horizontal coordinates were scaled from a topographic map and have
 GY1221.an estimated accuracy of +/- 6 seconds.
 GY1221
 GY1221.The orthometric height was determined by differential leveling
 GY1221.and adjusted by the National Geodetic Survey in June 1991..
 GY1221
 GY1221.The geoid height was determined by GEOID03.
 GY1221
 GY1221.The dynamic height is computed by dividing the NAVD 88
 GY1221.geopotential number by the normal gravity value computed on the
 GY1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1221.degrees latitude (g = 980.6199 gals.).
 GY1221
 GY1221.The modeled gravity was interpolated from observed gravity values.
 GY1221
 GY1221;                    North         East    Units  Estimated Accuracy
 GY1221;SPC KY1Z     - 1,129,910.    1,763,930.      MT  (+/- 180 meters Scaled)
 GY1221
 GY1221                          SUPERSEDED SURVEY CONTROL
 GY1221
 GY1221  NGVD 29 (??/??/92)  228.719  (m)          750.39   (f) ADJ UNCH    2 0
 GY1221
 GY1221.Superseded values are not recommended for survey control.
 GY1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1221.See file dsdata.txt to determine how the superseded data were derived.
 GY1221
 GY1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB438480(NAD 83)
 GY1221_MARKER: DB = BENCH MARK DISK
 GY1221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1221_SP_SET: CULVERT
 GY1221_STAMPING: L 318 1952 750.389
 GY1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1221
 GY1221  HISTORY     - Date     Condition        Report By
 GY1221  HISTORY     - 1952     MONUMENTED       CGS
 GY1221  HISTORY     - 1956     GOOD             NGS
 GY1221  HISTORY     - 20060124 MARK NOT FOUND   KYTC
 GY1221
 GY1221                          STATION DESCRIPTION
 GY1221
 GY1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1221'0.8 MI SW FROM MINNIE.
 GY1221'0.85 MILE SOUTHWEST ALONG A GRAVEL ROAD LEADING TO WAYLAND FROM
 GY1221'THE JUNCTION OF STATE HIGHWAY 122 AT MINNIE, SET IN THE TOP OF
 GY1221'THE SOUTH END OF THE EAST HEAD WALL OF A 14-FOOT CONCRETE BOX
 GY1221'CULVERT FOR SIZEMORE BRANCH, 17 FEET EAST OF CENTER OF ROAD,
 GY1221'75 FEET EAST AND ACROSS ROAD FROM SOUTHEAST CORNER OF THE SOUTH
 GY1221'ONE OF TWO SCHOOL BUILDINGS, AND ABOUT 2 FEET BELOW LEVEL OF
 GY1221'ROAD.
 GY1221
 GY1221                          STATION RECOVERY (2006)
 GY1221
 GY1221'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1221'BELIEVE THIS MARK WAS DESTROYED DURING ROAD CONSTRUCTION OF KY 680
 GY1221'WITH NEW JUNCTION OF KY 1086 AT THIS LOCATION ABOUT 8 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1548 ***********************************************************************
 GY1548  DESIGNATION -  L 319
 GY1548  PID         -  GY1548
 GY1548  STATE/COUNTY-  KY/FLOYD
 GY1548  USGS QUAD   -  WAYLAND (1992)
 GY1548
 GY1548                         *CURRENT SURVEY CONTROL
 GY1548  ___________________________________________________________________
 GY1548* NAD 83(1986)-  37 29 47.     (N)    082 45 31.     (W)     SCALED    
 GY1548* NAVD 88     -       206.092  (meters)     676.15   (feet)  ADJUSTED  
 GY1548  ___________________________________________________________________
 GY1548  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GY1548  DYNAMIC HT  -         205.932 (meters)     675.63  (feet)  COMP
 GY1548  MODELED GRAV-     979,851.6   (mgal)                       NAVD 88
 GY1548
 GY1548  VERT ORDER  -  SECOND    CLASS 0
 GY1548
 GY1548.The horizontal coordinates were scaled from a topographic map and have
 GY1548.an estimated accuracy of +/- 6 seconds.
 GY1548
 GY1548.The orthometric height was determined by differential leveling
 GY1548.and adjusted by the National Geodetic Survey in June 1991..
 GY1548
 GY1548.The geoid height was determined by GEOID03.
 GY1548
 GY1548.The dynamic height is computed by dividing the NAVD 88
 GY1548.geopotential number by the normal gravity value computed on the
 GY1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1548.degrees latitude (g = 980.6199 gals.).
 GY1548
 GY1548.The modeled gravity was interpolated from observed gravity values.
 GY1548
 GY1548;                    North         East    Units  Estimated Accuracy
 GY1548;SPC KY1Z     - 1,133,320.    1,764,460.      MT  (+/- 180 meters Scaled)
 GY1548
 GY1548                          SUPERSEDED SURVEY CONTROL
 GY1548
 GY1548  NGVD 29 (??/??/92)  206.278  (m)          676.76   (f) ADJ UNCH    2 0
 GY1548
 GY1548.Superseded values are not recommended for survey control.
 GY1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1548.See file dsdata.txt to determine how the superseded data were derived.
 GY1548
 GY1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB445513(NAD 83)
 GY1548_MARKER: DB = BENCH MARK DISK
 GY1548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1548_SP_SET: CULVERT
 GY1548_STAMPING: L 319 1952
 GY1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1548+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 GY1548
 GY1548  HISTORY     - Date     Condition        Report By
 GY1548  HISTORY     - 1952     MONUMENTED       CGS
 GY1548  HISTORY     - 1956     GOOD             NGS
 GY1548  HISTORY     - 1980     GOOD             DOD
 GY1548  HISTORY     - 20010611 GOOD             KYDT
 GY1548
 GY1548                          STATION DESCRIPTION
 GY1548
 GY1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1548'1 MI N FROM DRIFT.
 GY1548'0.95 MILE NORTH ALONG STATE HIGHWAY 122 FROM THE ATHLETIC FIELD
 GY1548'AT DRIFT, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 GY1548'HEAD WALL OF AN 8-FOOT CONCRETE BOX CULVERT, 15.5 FEET SOUTHWEST
 GY1548'OF THE CENTER LINE OF HIGHWAY, 24 FEET NORTHWEST OF CENTER OF
 GY1548'NORTHWEST END OF CIRCULAR DRIVE TO A HOUSE, AND ABOUT 1/2 FOOT
 GY1548'BELOW LEVEL OF HIGHWAY.
 GY1548
 GY1548                          STATION RECOVERY (1980)
 GY1548
 GY1548'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1548'RECOVERED IN GOOD CONDITION.
 GY1548
 GY1548                          STATION RECOVERY (2001)
 GY1548
 GY1548'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0082 ***********************************************************************
 HZ0082  DESIGNATION -  L 32
 HZ0082  PID         -  HZ0082
 HZ0082  STATE/COUNTY-  KY/BOURBON
 HZ0082  USGS QUAD   -  PARIS WEST (1987)
 HZ0082
 HZ0082                         *CURRENT SURVEY CONTROL
 HZ0082  ___________________________________________________________________
 HZ0082* NAD 83(1986)-  38 09 38.     (N)    084 19 03.     (W)     SCALED    
 HZ0082* NAVD 88     -       260.263  (meters)     853.88   (feet)  ADJUSTED  
 HZ0082  ___________________________________________________________________
 HZ0082  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ0082  DYNAMIC HT  -         260.071 (meters)     853.25  (feet)  COMP
 HZ0082  MODELED GRAV-     979,887.8   (mgal)                       NAVD 88
 HZ0082
 HZ0082  VERT ORDER  -  SECOND    CLASS 0
 HZ0082
 HZ0082.The horizontal coordinates were scaled from a topographic map and have
 HZ0082.an estimated accuracy of +/- 6 seconds.
 HZ0082
 HZ0082.The orthometric height was determined by differential leveling
 HZ0082.and adjusted by the National Geodetic Survey in June 1991..
 HZ0082
 HZ0082.The geoid height was determined by GEOID03.
 HZ0082
 HZ0082.The dynamic height is computed by dividing the NAVD 88
 HZ0082.geopotential number by the normal gravity value computed on the
 HZ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0082.degrees latitude (g = 980.6199 gals.).
 HZ0082
 HZ0082.The modeled gravity was interpolated from observed gravity values.
 HZ0082
 HZ0082;                    North         East    Units  Estimated Accuracy
 HZ0082;SPC KY1Z     - 1,203,750.    1,625,530.      MT  (+/- 180 meters Scaled)
 HZ0082
 HZ0082                          SUPERSEDED SURVEY CONTROL
 HZ0082
 HZ0082  NGVD 29 (??/??/92)  260.440  (m)          854.46   (f) ADJ UNCH    2 0
 HZ0082
 HZ0082.Superseded values are not recommended for survey control.
 HZ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0082.See file dsdata.txt to determine how the superseded data were derived.
 HZ0082
 HZ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH350270(NAD 83)
 HZ0082_MARKER: DB = BENCH MARK DISK
 HZ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0082_STAMPING: L 32 1935 854.460
 HZ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0082+STABILITY: SURFACE MOTION
 HZ0082
 HZ0082  HISTORY     - Date     Condition        Report By
 HZ0082  HISTORY     - 1935     MONUMENTED       CGS
 HZ0082  HISTORY     - 1955     GOOD             NGS
 HZ0082  HISTORY     - 19910119 GOOD             USPSQD
 HZ0082
 HZ0082                          STATION DESCRIPTION
 HZ0082
 HZ0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0082'5.5 MI SW FROM PARIS.
 HZ0082'5.25 MILES SOUTHWEST ALONG U.S. HIGHWAYS 68 AND 27 FROM THE
 HZ0082'COURTHOUSE AT PARIS, THENCE SOUTH THROUGH STONE PILLOWED GATE,
 HZ0082'PASSING TO WEST OF HOUSE 0.15 MILE TO T-ROAD, THENCE SOUTHEAST
 HZ0082'TO GATE TO OLD RAILROAD GRADE, 25.0 FEET NORTHEAST OF CENTER
 HZ0082'LINE OF ROAD, 8.6 FEET EAST OF WALNUT TREE, 7.8 FEET NORTH
 HZ0082'OF GATE POST NORTHEAST ONE, 6.1 FEET SOUTHWEST OF NORTHEAST
 HZ0082'GATE POST OF GATE TO A GARDEN, ABOUT LEVEL WITH ROAD.
 HZ0082
 HZ0082                          STATION RECOVERY (1991)
 HZ0082
 HZ0082'RECOVERY NOTE BY US POWER SQUADRON 1991 (MD)
 HZ0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1120 ***********************************************************************
 GY1120  DESIGNATION -  L 320
 GY1120  PID         -  GY1120
 GY1120  STATE/COUNTY-  KY/FLOYD
 GY1120  USGS QUAD   -  PIKEVILLE (1992)
 GY1120
 GY1120                         *CURRENT SURVEY CONTROL
 GY1120  ___________________________________________________________________
 GY1120* NAD 83(1986)-  37 29 05.     (N)    082 36 59.     (W)     SCALED    
 GY1120* NAVD 88     -       224.419  (meters)     736.28   (feet)  ADJUSTED  
 GY1120  ___________________________________________________________________
 GY1120  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GY1120  DYNAMIC HT  -         224.245 (meters)     735.71  (feet)  COMP
 GY1120  MODELED GRAV-     979,854.0   (mgal)                       NAVD 88
 GY1120
 GY1120  VERT ORDER  -  SECOND    CLASS 0
 GY1120
 GY1120.The horizontal coordinates were scaled from a topographic map and have
 GY1120.an estimated accuracy of +/- 6 seconds.
 GY1120
 GY1120.The orthometric height was determined by differential leveling
 GY1120.and adjusted by the National Geodetic Survey in June 1991..
 GY1120
 GY1120.The geoid height was determined by GEOID03.
 GY1120
 GY1120.The dynamic height is computed by dividing the NAVD 88
 GY1120.geopotential number by the normal gravity value computed on the
 GY1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1120.degrees latitude (g = 980.6199 gals.).
 GY1120
 GY1120.The modeled gravity was interpolated from observed gravity values.
 GY1120
 GY1120;                    North         East    Units  Estimated Accuracy
 GY1120;SPC KY1Z     - 1,132,440.    1,777,080.      MT  (+/- 180 meters Scaled)
 GY1120
 GY1120                          SUPERSEDED SURVEY CONTROL
 GY1120
 GY1120  NGVD 29 (??/??/92)  224.612  (m)          736.91   (f) ADJ UNCH    2 0
 GY1120
 GY1120.Superseded values are not recommended for survey control.
 GY1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1120.See file dsdata.txt to determine how the superseded data were derived.
 GY1120
 GY1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB570498(NAD 83)
 GY1120_MARKER: DB = BENCH MARK DISK
 GY1120_SETTING: 66 = SET IN ROCK OUTCROP
 GY1120_SP_SET: ROCK LEDGE
 GY1120_STAMPING: L 320 1953 736.915
 GY1120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1120+STABILITY: POSITION/ELEVATION WELL
 GY1120
 GY1120  HISTORY     - Date     Condition        Report By
 GY1120  HISTORY     - 1953     MONUMENTED       CGS
 GY1120  HISTORY     - 1956     GOOD             NGS
 GY1120
 GY1120                          STATION DESCRIPTION
 GY1120
 GY1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1120'4.9 MI S FROM HAROLD.
 GY1120'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 979 FROM THE C. AND O.
 GY1120'RR. STATION AT HAROLD, THENCE 3.4 MILES SOUTH ALONG ROAD FOLLOWING
 GY1120'TOLER FORK, 0.55 MILE NORTH OF THE POST OFFICE AND STORE AT
 GY1120'OSBORN, 1.15 MILES SOUTH OF STONE MASONRY SCHOOL OF DISTRICT
 GY1120'NO. 69, ABOUT 125 YARDS NORTH OF WHITE FARM HOUSE, 15 FEET
 GY1120'WEST OF CENTER OF TOLER CREEK, 52 FEET WEST AND ACROSS CREEK
 GY1120'FROM CENTER OF ROAD, 71 FEET WEST NORTHWEST AND ACROSS ROAD
 GY1120'AND CREEK FROM POWER POLE NO. 22-17, SET VERTICALLY IN THE
 GY1120'EAST FACE OF TOP LAYER OF ROCK IN A 3-FOOT HIGH ROCK LEDGE, 4
 GY1120'INCHES BELOW TOP OF LEDGE AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1036 ***********************************************************************
 GY1036  DESIGNATION -  L 321
 GY1036  PID         -  GY1036
 GY1036  STATE/COUNTY-  KY/KNOTT
 GY1036  USGS QUAD   -  BLACKEY (1992)
 GY1036
 GY1036                         *CURRENT SURVEY CONTROL
 GY1036  ___________________________________________________________________
 GY1036* NAD 83(1986)-  37 13 21.     (N)    082 58 46.     (W)     SCALED    
 GY1036* NAVD 88     -       305.468  (meters)    1002.19   (feet)  ADJUSTED  
 GY1036  ___________________________________________________________________
 GY1036  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GY1036  DYNAMIC HT  -         305.220 (meters)    1001.38  (feet)  COMP
 GY1036  MODELED GRAV-     979,808.4   (mgal)                       NAVD 88
 GY1036
 GY1036  VERT ORDER  -  SECOND    CLASS 0
 GY1036
 GY1036.The horizontal coordinates were scaled from a topographic map and have
 GY1036.an estimated accuracy of +/- 6 seconds.
 GY1036
 GY1036.The orthometric height was determined by differential leveling
 GY1036.and adjusted by the National Geodetic Survey in June 1991..
 GY1036
 GY1036.The geoid height was determined by GEOID03.
 GY1036
 GY1036.The dynamic height is computed by dividing the NAVD 88
 GY1036.geopotential number by the normal gravity value computed on the
 GY1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1036.degrees latitude (g = 980.6199 gals.).
 GY1036
 GY1036.The modeled gravity was interpolated from observed gravity values.
 GY1036
 GY1036;                    North         East    Units  Estimated Accuracy
 GY1036;SPC KY1Z     - 1,102,330.    1,745,850.      MT  (+/- 180 meters Scaled)
 GY1036
 GY1036                          SUPERSEDED SURVEY CONTROL
 GY1036
 GY1036  NGVD 29 (??/??/92)  305.628  (m)         1002.71   (f) ADJ UNCH    2 0
 GY1036
 GY1036.Superseded values are not recommended for survey control.
 GY1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1036.See file dsdata.txt to determine how the superseded data were derived.
 GY1036
 GY1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB243213(NAD 83)
 GY1036_MARKER: DB = BENCH MARK DISK
 GY1036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1036_SP_SET: ABUTMENT
 GY1036_STAMPING: L 321 1953 1002.715
 GY1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1036
 GY1036  HISTORY     - Date     Condition        Report By
 GY1036  HISTORY     - 1953     MONUMENTED       CGS
 GY1036  HISTORY     - 1956     GOOD             NGS
 GY1036
 GY1036                          STATION DESCRIPTION
 GY1036
 GY1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1036'AT CODY.
 GY1036'AT CODY, AT THE JUNCTION OF STATE HIGHWAY 15 AND 160, SET IN
 GY1036'THE TOP OF THE NORTHWEST END OF SOUTHWEST CONCRETE AND STONE
 GY1036'ABUTMENT OF A 150-FOOT BRIDGE OVER CARR FORK ON STATE HIGHWAY
 GY1036'160, NORTHWEST AND ACROSS HIGHWAY 160 FROM CODY BIBLE CHURCH,
 GY1036'120 FEET NORTHEAST OF CENTER LINE OF HIGHWAY 15, 11.5 FEET
 GY1036'NORTHWEST OF CENTER LINE OF HIGHWAY 160, 1.2 FEET NORTHWEST OF
 GY1036'WOODEN RAIL OF BRIDGE AND ABOUT 1/2 FOOT ABOVE LEVEL OF BRIDGE
 GY1036'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1031 ***********************************************************************
 GY1031  DESIGNATION -  L 322
 GY1031  PID         -  GY1031
 GY1031  STATE/COUNTY-  KY/KNOTT
 GY1031  USGS QUAD   -  BLACKEY (1992)
 GY1031
 GY1031                         *CURRENT SURVEY CONTROL
 GY1031  ___________________________________________________________________
 GY1031* NAD 83(1986)-  37 12 25.     (N)    082 55 02.     (W)     SCALED    
 GY1031* NAVD 88     -       437.429  (meters)    1435.13   (feet)  ADJUSTED  
 GY1031  ___________________________________________________________________
 GY1031  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GY1031  DYNAMIC HT  -         437.072 (meters)    1433.96  (feet)  COMP
 GY1031  MODELED GRAV-     979,801.6   (mgal)                       NAVD 88
 GY1031
 GY1031  VERT ORDER  -  SECOND    CLASS 0
 GY1031
 GY1031.The horizontal coordinates were scaled from a topographic map and have
 GY1031.an estimated accuracy of +/- 6 seconds.
 GY1031
 GY1031.The orthometric height was determined by differential leveling
 GY1031.and adjusted by the National Geodetic Survey in June 1991..
 GY1031
 GY1031.The geoid height was determined by GEOID03.
 GY1031
 GY1031.The dynamic height is computed by dividing the NAVD 88
 GY1031.geopotential number by the normal gravity value computed on the
 GY1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1031.degrees latitude (g = 980.6199 gals.).
 GY1031
 GY1031.The modeled gravity was interpolated from observed gravity values.
 GY1031
 GY1031;                    North         East    Units  Estimated Accuracy
 GY1031;SPC KY1Z     - 1,100,770.    1,751,420.      MT  (+/- 180 meters Scaled)
 GY1031
 GY1031                          SUPERSEDED SURVEY CONTROL
 GY1031
 GY1031  NGVD 29 (??/??/92)  437.587  (m)         1435.65   (f) ADJ UNCH    2 0
 GY1031
 GY1031.Superseded values are not recommended for survey control.
 GY1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1031.See file dsdata.txt to determine how the superseded data were derived.
 GY1031
 GY1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB298195(NAD 83)
 GY1031_MARKER: DB = BENCH MARK DISK
 GY1031_SETTING: 66 = SET IN ROCK OUTCROP
 GY1031_SP_SET: ROCK CUT
 GY1031_STAMPING: L 322 1953 1435.650
 GY1031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1031+STABILITY: POSITION/ELEVATION WELL
 GY1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1031+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2002
 GY1031
 GY1031  HISTORY     - Date     Condition        Report By
 GY1031  HISTORY     - 1953     MONUMENTED       CGS
 GY1031  HISTORY     - 1956     GOOD             NGS
 GY1031  HISTORY     - 20020521 GOOD             KYDT
 GY1031
 GY1031                          STATION DESCRIPTION
 GY1031
 GY1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1031'1.7 MI NW FROM ISOM.
 GY1031'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 GY1031'OF STATE HIGHWAY 7 AT ISOM, 0.25 MILE NORTHWEST OF THE TOP OF
 GY1031'GAP AND THE KNOTT-LETCHER COUNTY LINE, SET VERTICALLY ABOUT 4
 GY1031'FEET ABOVE BOTTOM OF DITCH IN THE NORTHWEST FACE OF A 25-FOOT
 GY1031'HIGH ROCK CUT, NEAR CENTER AND HIGHEST PART OF CUT, ABOUT 26
 GY1031'YARDS SOUTHWEST OF NORTHEAST END OF ROCKY PART OF CUT, 17 FEET
 GY1031'SOUTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT 2.5 FEET ABOVE
 GY1031'LEVEL OF HIGHWAY.
 GY1031
 GY1031                          STATION RECOVERY (2002)
 GY1031
 GY1031'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY1031'THIS PORTION OF OLD KY 15 NOW CALLED HORSESHOE BEND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1228 ***********************************************************************
 GY1228  DESIGNATION -  L 323
 GY1228  PID         -  GY1228
 GY1228  STATE/COUNTY-  KY/KNOTT
 GY1228  USGS QUAD   -  KITE (1992)
 GY1228
 GY1228                         *CURRENT SURVEY CONTROL
 GY1228  ___________________________________________________________________
 GY1228* NAD 83(1986)-  37 18 41.     (N)    082 48 57.     (W)     SCALED    
 GY1228* NAVD 88     -       293.198  (meters)     961.93   (feet)  ADJUSTED  
 GY1228  ___________________________________________________________________
 GY1228  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GY1228  DYNAMIC HT  -         292.961 (meters)     961.16  (feet)  COMP
 GY1228  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 GY1228
 GY1228  VERT ORDER  -  SECOND    CLASS 0
 GY1228
 GY1228.The horizontal coordinates were scaled from a topographic map and have
 GY1228.an estimated accuracy of +/- 6 seconds.
 GY1228
 GY1228.The orthometric height was determined by differential leveling
 GY1228.and adjusted by the National Geodetic Survey in June 1991..
 GY1228
 GY1228.The geoid height was determined by GEOID03.
 GY1228
 GY1228.The dynamic height is computed by dividing the NAVD 88
 GY1228.geopotential number by the normal gravity value computed on the
 GY1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1228.degrees latitude (g = 980.6199 gals.).
 GY1228
 GY1228.The modeled gravity was interpolated from observed gravity values.
 GY1228
 GY1228;                    North         East    Units  Estimated Accuracy
 GY1228;SPC KY1Z     - 1,112,640.    1,760,050.      MT  (+/- 180 meters Scaled)
 GY1228
 GY1228                          SUPERSEDED SURVEY CONTROL
 GY1228
 GY1228  NGVD 29 (??/??/92)  293.361  (m)          962.47   (f) ADJ UNCH    2 0
 GY1228
 GY1228.Superseded values are not recommended for survey control.
 GY1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1228.See file dsdata.txt to determine how the superseded data were derived.
 GY1228
 GY1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB390309(NAD 83)
 GY1228_MARKER: DB = BENCH MARK DISK
 GY1228_SETTING: 66 = SET IN ROCK OUTCROP
 GY1228_SP_SET: ROCK CLIFF
 GY1228_STAMPING: L 323 1953 962.469
 GY1228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1228+STABILITY: POSITION/ELEVATION WELL
 GY1228
 GY1228  HISTORY     - Date     Condition        Report By
 GY1228  HISTORY     - 1953     MONUMENTED       CGS
 GY1228  HISTORY     - 1956     POOR             NGS
 GY1228  HISTORY     - 20060125 MARK NOT FOUND   KYTC
 GY1228
 GY1228                          STATION DESCRIPTION
 GY1228
 GY1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1228'1.1 MI SW FROM KITE.
 GY1228'1.1 MILES SOUTHWEST ALONG A ROAD FOLLOWING BILL D. BRANCH FROM
 GY1228'JUNCTION OF STATE HIGHWAY AND POST OFFICE AT KITE, ABOUT 190
 GY1228'YARDS NORTHEAST AND DOWNSTREAM FROM THE CONFLUENCE OF CREEK
 GY1228'FORKS, SET VERTICALLY IN THE SOUTHEAST FACE OF SMOOTH LAYER OF
 GY1228'ROCK IN A 12-FOOT HIGH ROCK CLIFF ON NORTHWEST BANK OF BILL D.
 GY1228'BRANCH, 17 FEET NORTHWEST OF CENTER OF CREEK BED, 35 FEET
 GY1228'NORTHWEST OF CENTER OF ROAD, 98.5 FEET NORTH AND ACROSS CREEK
 GY1228'AND ROAD FROM WEST CORNER OF A STONE MASONRY SCHOOL BUILDING
 GY1228'AND 6 FEET ABOVE LEVEL OF CREEK BED.
 GY1228
 GY1228                          STATION RECOVERY (2006)
 GY1228
 GY1228'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1023 ***********************************************************************
 GY1023  DESIGNATION -  L 324
 GY1023  PID         -  GY1023
 GY1023  STATE/COUNTY-  KY/LETCHER
 GY1023  USGS QUAD   -  MAYKING (1992)
 GY1023
 GY1023                         *CURRENT SURVEY CONTROL
 GY1023  ___________________________________________________________________
 GY1023* NAD 83(1986)-  37 10 49.     (N)    082 49 38.     (W)     SCALED    
 GY1023* NAVD 88     -       475.267  (meters)    1559.27   (feet)  ADJUSTED  
 GY1023  ___________________________________________________________________
 GY1023  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY1023  DYNAMIC HT  -         474.876 (meters)    1557.99  (feet)  COMP
 GY1023  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 GY1023
 GY1023  VERT ORDER  -  SECOND    CLASS 0
 GY1023
 GY1023.The horizontal coordinates were scaled from a topographic map and have
 GY1023.an estimated accuracy of +/- 6 seconds.
 GY1023
 GY1023.The orthometric height was determined by differential leveling
 GY1023.and adjusted by the National Geodetic Survey in June 1991..
 GY1023
 GY1023.The geoid height was determined by GEOID03.
 GY1023
 GY1023.The dynamic height is computed by dividing the NAVD 88
 GY1023.geopotential number by the normal gravity value computed on the
 GY1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1023.degrees latitude (g = 980.6199 gals.).
 GY1023
 GY1023.The modeled gravity was interpolated from observed gravity values.
 GY1023
 GY1023;                    North         East    Units  Estimated Accuracy
 GY1023;SPC KY1Z     - 1,098,060.    1,759,500.      MT  (+/- 180 meters Scaled)
 GY1023
 GY1023                          SUPERSEDED SURVEY CONTROL
 GY1023
 GY1023  NGVD 29 (??/??/92)  475.423  (m)         1559.78   (f) ADJ UNCH    2 0
 GY1023
 GY1023.Superseded values are not recommended for survey control.
 GY1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1023.See file dsdata.txt to determine how the superseded data were derived.
 GY1023
 GY1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB377164(NAD 83)
 GY1023_MARKER: DB = BENCH MARK DISK
 GY1023_SETTING: 66 = SET IN ROCK OUTCROP
 GY1023_SP_SET: ROCK CUT
 GY1023_STAMPING: L 324 1953 1559.784
 GY1023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1023+STABILITY: POSITION/ELEVATION WELL
 GY1023
 GY1023  HISTORY     - Date     Condition        Report By
 GY1023  HISTORY     - 1953     MONUMENTED       CGS
 GY1023  HISTORY     - 1956     GOOD             NGS
 GY1023
 GY1023                          STATION DESCRIPTION
 GY1023
 GY1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1023'5.5 MI N FROM WHITESBURG.
 GY1023'5.5 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE COURT HOUSE AT
 GY1023'WHITESBURG, 0.25 MILE SOUTHEAST OF JUNCTION OF BLACK TOP ROAD
 GY1023'NORTH TO COLSON, 0.45 MILE SOUTHEAST OF TOP OF SAND LICK GAP,
 GY1023'SET VERTICALLY IN THE SOUTHEAST FACE OF A 3-FOOT LAYER OF ROCK
 GY1023'IN A ROCK CUT, 20 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY,
 GY1023'63 YARDS NORTHEAST AND DOWN HILL FROM A SHARP CURVE WITH
 GY1023'TANGENTS EXTENDING NORTHEAST AND NORTHWEST, 140 YARDS SOUTHWEST
 GY1023'AND UP HILL FROM A SHARP TURN IN THE ROAD WITH TANGENTS
 GY1023'EXTENDING SOUTHWEST AND WEST, AND ABOUT 1 FOOT ABOVE LEVEL OF
 GY1023'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1163 ***********************************************************************
 GY1163  DESIGNATION -  L 325
 GY1163  PID         -  GY1163
 GY1163  STATE/COUNTY-  KY/LETCHER
 GY1163  USGS QUAD   -  JENKINS WEST (1992)
 GY1163
 GY1163                         *CURRENT SURVEY CONTROL
 GY1163  ___________________________________________________________________
 GY1163* NAD 83(1986)-  37 14 32.     (N)    082 42 57.     (W)     SCALED    
 GY1163* NAVD 88     -       544.059  (meters)    1784.97   (feet)  ADJUSTED  
 GY1163  ___________________________________________________________________
 GY1163  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GY1163  DYNAMIC HT  -         543.608 (meters)    1783.49  (feet)  COMP
 GY1163  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 GY1163
 GY1163  VERT ORDER  -  SECOND    CLASS 0
 GY1163
 GY1163.The horizontal coordinates were scaled from a topographic map and have
 GY1163.an estimated accuracy of +/- 6 seconds.
 GY1163
 GY1163.The orthometric height was determined by differential leveling
 GY1163.and adjusted by the National Geodetic Survey in June 1991..
 GY1163
 GY1163.The geoid height was determined by GEOID03.
 GY1163
 GY1163.The dynamic height is computed by dividing the NAVD 88
 GY1163.geopotential number by the normal gravity value computed on the
 GY1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1163.degrees latitude (g = 980.6199 gals.).
 GY1163
 GY1163.The modeled gravity was interpolated from observed gravity values.
 GY1163
 GY1163;                    North         East    Units  Estimated Accuracy
 GY1163;SPC KY1Z     - 1,105,250.    1,769,160.      MT  (+/- 180 meters Scaled)
 GY1163
 GY1163                          SUPERSEDED SURVEY CONTROL
 GY1163
 GY1163  NGVD 29 (??/??/92)  544.218  (m)         1785.49   (f) ADJ UNCH    2 0
 GY1163
 GY1163.Superseded values are not recommended for survey control.
 GY1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1163.See file dsdata.txt to determine how the superseded data were derived.
 GY1163
 GY1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB478231(NAD 83)
 GY1163_MARKER: DB = BENCH MARK DISK
 GY1163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1163_SP_SET: CULVERT
 GY1163_STAMPING: L 325 1953 1785.489
 GY1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1163
 GY1163  HISTORY     - Date     Condition        Report By
 GY1163  HISTORY     - 1953     MONUMENTED       CGS
 GY1163  HISTORY     - 1956     GOOD             NGS
 GY1163
 GY1163                          STATION DESCRIPTION
 GY1163
 GY1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1163'2.5 MI NW FROM HEMPHILL.
 GY1163'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 275 FROM THE JUNCTION
 GY1163'OF STATE HIGHWAY 317 AT HEMPHILL, 0.35 MILE WEST OF THE TOP OF A
 GY1163'GRADE AND THRU CUT, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 GY1163'EXTENDING WEST AND SOUTHWEST, SET IN THE TOP OF THE SOUTHEAST
 GY1163'END OF THE NORTHEAST HEAD WALL OF A SKEW CONCRETE 3-FOOT BOX
 GY1163'CULVERT FOR BRANCH, 22 FEET NORTHEAST OF CENTER LINE OF HIGHWAY,
 GY1163'20 FEET SOUTHEAST OF CENTER OF A DRIVE NORTHEAST TO A HOUSE, ABOUT
 GY1163'3 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0906 ***********************************************************************
 GY0906  DESIGNATION -  L 326
 GY0906  PID         -  GY0906
 GY0906  STATE/COUNTY-  KY/LETCHER
 GY0906  USGS QUAD   -  JENKINS WEST (1992)
 GY0906
 GY0906                         *CURRENT SURVEY CONTROL
 GY0906  ___________________________________________________________________
 GY0906* NAD 83(1986)-  37 11 09.     (N)    082 39 41.     (W)     SCALED    
 GY0906* NAVD 88     -       460.736  (meters)    1511.60   (feet)  ADJUSTED  
 GY0906  ___________________________________________________________________
 GY0906  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GY0906  DYNAMIC HT  -         460.344 (meters)    1510.31  (feet)  COMP
 GY0906  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 GY0906
 GY0906  VERT ORDER  -  FIRST     CLASS I
 GY0906
 GY0906.The horizontal coordinates were scaled from a topographic map and have
 GY0906.an estimated accuracy of +/- 6 seconds.
 GY0906
 GY0906.The orthometric height was determined by differential leveling
 GY0906.and adjusted by the National Geodetic Survey in June 1991..
 GY0906
 GY0906.The geoid height was determined by GEOID03.
 GY0906
 GY0906.The dynamic height is computed by dividing the NAVD 88
 GY0906.geopotential number by the normal gravity value computed on the
 GY0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0906.degrees latitude (g = 980.6199 gals.).
 GY0906
 GY0906.The modeled gravity was interpolated from observed gravity values.
 GY0906
 GY0906;                    North         East    Units  Estimated Accuracy
 GY0906;SPC KY1Z     - 1,099,150.    1,774,200.      MT  (+/- 180 meters Scaled)
 GY0906
 GY0906                          SUPERSEDED SURVEY CONTROL
 GY0906
 GY0906  NGVD 29 (??/??/92)  460.880  (m)         1512.07   (f) ADJ UNCH    1 1
 GY0906
 GY0906.Superseded values are not recommended for survey control.
 GY0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0906.See file dsdata.txt to determine how the superseded data were derived.
 GY0906
 GY0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB525167(NAD 83)
 GY0906_MARKER: DB = BENCH MARK DISK
 GY0906_SETTING: 66 = SET IN ROCK OUTCROP
 GY0906_SP_SET: ROCK CUT
 GY0906_STAMPING: L 326 1953 1512.070
 GY0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0906+STABILITY: POSITION/ELEVATION WELL
 GY0906
 GY0906  HISTORY     - Date     Condition        Report By
 GY0906  HISTORY     - 1953     MONUMENTED       CGS
 GY0906  HISTORY     - 1967     GOOD             NGS
 GY0906
 GY0906                          STATION DESCRIPTION
 GY0906
 GY0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0906'2.8 MI NW FROM JENKINS.
 GY0906'ABOUT 2.8 MILES NORTHWEST ALONG U.S. HIGHWAY 119 FROM THE POST
 GY0906'OFFICE AT JENKINS, 0.8 MILE WEST OF THE INTERSECTION OF U.S.
 GY0906'HIGHWAY 119 AND A DIRT ROAD AT POTTER GAP, NEAR THE SOUTHWEST
 GY0906'END OF A CUT FOR THE HIGHWAY, 30 FEET NORTHWEST OF THE CENTERLINE
 GY0906'OF THE HIGHWAY, SET VERTICALLY IN THE SOUTHEAST FACE OF A 4-FOOT
 GY0906'THICK LAYER OF ROCK IN THE NORTHWEST BANK OF THE CUT, 65 YARDS
 GY0906'NORTHEAST OF A 24-INCH CORRUGATED METAL CULVERT WITH STONE HEAD
 GY0906'WALLS, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1356 ***********************************************************************
 GA1356  DESIGNATION -  L 327
 GA1356  PID         -  GA1356
 GA1356  STATE/COUNTY-  KY/HARLAN
 GA1356  USGS QUAD   -  BENHAM (1979)
 GA1356
 GA1356                         *CURRENT SURVEY CONTROL
 GA1356  ___________________________________________________________________
 GA1356* NAD 83(1986)-  36 58 17.     (N)    082 58 06.     (W)     SCALED    
 GA1356* NAVD 88     -       464.720  (meters)    1524.67   (feet)  ADJUSTED  
 GA1356  ___________________________________________________________________
 GA1356  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA1356  DYNAMIC HT  -         464.311 (meters)    1523.33  (feet)  COMP
 GA1356  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 GA1356
 GA1356  VERT ORDER  -  SECOND    CLASS 0
 GA1356
 GA1356.The horizontal coordinates were scaled from a topographic map and have
 GA1356.an estimated accuracy of +/- 6 seconds.
 GA1356
 GA1356.The orthometric height was determined by differential leveling
 GA1356.and adjusted by the National Geodetic Survey in June 1991..
 GA1356
 GA1356.The geoid height was determined by GEOID03.
 GA1356
 GA1356.The dynamic height is computed by dividing the NAVD 88
 GA1356.geopotential number by the normal gravity value computed on the
 GA1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1356.degrees latitude (g = 980.6199 gals.).
 GA1356
 GA1356.The modeled gravity was interpolated from observed gravity values.
 GA1356
 GA1356;                    North         East    Units  Estimated Accuracy
 GA1356;SPC KY1Z     - 1,074,510.    1,747,660.      MT  (+/- 180 meters Scaled)
 GA1356
 GA1356                          SUPERSEDED SURVEY CONTROL
 GA1356
 GA1356  NGVD 29 (??/??/92)  464.834  (m)         1525.04   (f) ADJ UNCH    2 0
 GA1356
 GA1356.Superseded values are not recommended for survey control.
 GA1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1356.See file dsdata.txt to determine how the superseded data were derived.
 GA1356
 GA1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA247935(NAD 83)
 GA1356_MARKER: DB = BENCH MARK DISK
 GA1356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1356_SP_SET: BRIDGE
 GA1356_STAMPING: L 327 1953 1525.043
 GA1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1356
 GA1356  HISTORY     - Date     Condition        Report By
 GA1356  HISTORY     - 1953     MONUMENTED       CGS
 GA1356  HISTORY     - 1956     GOOD             NGS
 GA1356
 GA1356                          STATION DESCRIPTION
 GA1356
 GA1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1356'1.2 MI SE FROM CUMBERLAND.
 GA1356'1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 160 FROM THE JUNCTION
 GA1356'OF U.S. HIGHWAY 119 AT CUMBERLAND, SET IN THE TOP OF THE NORTHEAST
 GA1356'WING WALL OF CONCRETE BRIDGE OVER THE L. AND N. RAILROAD AND
 GA1356'LOONEY CREEK, 19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3
 GA1356'FEET EAST OF THE NORTH END OF THE EAST GUARD RAIL AND ABOUT 1
 GA1356'FOOT ABOVE LEVEL OF BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1713 ***********************************************************************
 GA1713  DESIGNATION -  L 328
 GA1713  PID         -  GA1713
 GA1713  STATE/COUNTY-  KY/HARLAN
 GA1713  USGS QUAD   -  LOUELLEN (1982)
 GA1713
 GA1713                         *CURRENT SURVEY CONTROL
 GA1713  ___________________________________________________________________
 GA1713* NAD 83(1986)-  36 55 38.     (N)    083 03 00.     (W)     SCALED    
 GA1713* NAVD 88     -       708.747  (meters)    2325.28   (feet)  ADJUSTED  
 GA1713  ___________________________________________________________________
 GA1713  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA1713  DYNAMIC HT  -         708.136 (meters)    2323.28  (feet)  COMP
 GA1713  MODELED GRAV-     979,745.0   (mgal)                       NAVD 88
 GA1713
 GA1713  VERT ORDER  -  SECOND    CLASS 0
 GA1713
 GA1713.The horizontal coordinates were scaled from a topographic map and have
 GA1713.an estimated accuracy of +/- 6 seconds.
 GA1713
 GA1713.The orthometric height was determined by differential leveling
 GA1713.and adjusted by the National Geodetic Survey in June 1991..
 GA1713
 GA1713.The geoid height was determined by GEOID03.
 GA1713
 GA1713.The dynamic height is computed by dividing the NAVD 88
 GA1713.geopotential number by the normal gravity value computed on the
 GA1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1713.degrees latitude (g = 980.6199 gals.).
 GA1713
 GA1713.The modeled gravity was interpolated from observed gravity values.
 GA1713
 GA1713;                    North         East    Units  Estimated Accuracy
 GA1713;SPC KY1Z     - 1,069,390.    1,740,540.      MT  (+/- 180 meters Scaled)
 GA1713
 GA1713                          SUPERSEDED SURVEY CONTROL
 GA1713
 GA1713  NGVD 29 (??/??/92)  708.903  (m)         2325.79   (f) ADJ UNCH    2 0
 GA1713
 GA1713.Superseded values are not recommended for survey control.
 GA1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1713.See file dsdata.txt to determine how the superseded data were derived.
 GA1713
 GA1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA174887(NAD 83)
 GA1713_MARKER: DB = BENCH MARK DISK
 GA1713_SETTING: 66 = SET IN ROCK OUTCROP
 GA1713_SP_SET: CLIFF
 GA1713_STAMPING: L 328 1953 2325.793
 GA1713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1713+STABILITY: POSITION/ELEVATION WELL
 GA1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1713+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 GA1713
 GA1713  HISTORY     - Date     Condition        Report By
 GA1713  HISTORY     - 1953     MONUMENTED       CGS
 GA1713  HISTORY     - 1956     GOOD             NGS
 GA1713  HISTORY     - 1978     GOOD             LOCENG
 GA1713  HISTORY     - 20010514 GOOD             KYDT
 GA1713
 GA1713                          STATION DESCRIPTION
 GA1713
 GA1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1713'2.8 MI NE FROM LOUELLEN.
 GA1713'2.75 MILES NORTHEAST ALONG ROAD FOLLOWING FUGITT CREEK FROM
 GA1713'JUNCTION OF STATE HIGHWAY 38 AND SCHOOL AT LOUELLEN, SET
 GA1713'VERTICALLY IN THE SMOOTH SOUTH FACE OF A 20 YARD LONG SOLID ROCK
 GA1713'CLIFF, 14 FEET NORTH OF CENTER OF ROAD, ABOUT 4 YARDS EAST OF
 GA1713'CENTER OF ROCK CLIFF, ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 GA1713
 GA1713                          STATION RECOVERY (1978)
 GA1713
 GA1713'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 GA1713'RECOVERED IN GOOD CONDITION.
 GA1713
 GA1713                          STATION RECOVERY (2001)
 GA1713
 GA1713'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9553 ***********************************************************************
 AA9553  DESIGNATION -  L 329 RESET
 AA9553  PID         -  AA9553
 AA9553  STATE/COUNTY-  KY/HARLAN
 AA9553  USGS QUAD   -  HARLAN (1978)
 AA9553
 AA9553                         *CURRENT SURVEY CONTROL
 AA9553  ___________________________________________________________________
 AA9553* NAD 83(1986)-  36 51 09.     (N)    083 18 09.     (W)     SCALED    
 AA9553* NAVD 88     -       367.98   (meters)    1207.3    (feet)  RESET     
 AA9553  ___________________________________________________________________
 AA9553  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 AA9553
 AA9553  VERT ORDER  -  THIRD
 AA9553
 AA9553.The horizontal coordinates were scaled from a topographic map and have
 AA9553.an estimated accuracy of +/- 6 seconds.
 AA9553
 AA9553.The orthometric height was computed from unverified reset data.
 AA9553
 AA9553.The geoid height was determined by GEOID03.
 AA9553
 AA9553;                    North         East    Units  Estimated Accuracy
 AA9553;SPC KY1Z     - 1,060,480.    1,718,270.      MT  (+/- 180 meters Scaled)
 AA9553
 AA9553                          SUPERSEDED SURVEY CONTROL
 AA9553
 AA9553.No superseded survey control is available for this station.
 AA9553
 AA9553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA947809(NAD 83)
 AA9553_MARKER: DV = VERTICAL CONTROL DISK
 AA9553_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA9553_SP_SET: BRIDGE WINGWALL
 AA9553_STAMPING: L 329 1953 RESET 1993
 AA9553_MARK LOGO: NGS   
 AA9553_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9553+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 AA9553
 AA9553  HISTORY     - Date     Condition        Report By
 AA9553  HISTORY     - 1993     MONUMENTED       KYDT
 AA9553  HISTORY     - 20010514 GOOD             KYDT
 AA9553
 AA9553                          STATION DESCRIPTION
 AA9553
 AA9553'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RDH)
 AA9553'1.3 MILES (2.1 KM) EAST ALONG KY 38 FROM THE JUNCTION OF US 421 IN
 AA9553'HARLAN, AT THE WEST EDGE OF VILLAGE OF KITTS, SET IN THE TOP OF THE
 AA9553'NORTH END OF THE WEST WINGWALL OF 150 FOOT (45.7 M) CONCRETE BRIDGE
 AA9553'OVER CLOVER FORK ON ROAD EAST, 44.5 FEET (13.6 M) EAST OF CENTERLINE
 AA9553'OF KY 38, 16 FEET (4.9 M) NORTH OF CENTERLINE OF BRIDGE AND ABOUT .5
 AA9553'FEET (15.2 CM) ABOVE ROADWAY.
 AA9553
 AA9553                          STATION RECOVERY (2001)
 AA9553
 AA9553'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 AA9553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1792 ***********************************************************************
 HY1792  DESIGNATION -  L 33
 HY1792  PID         -  HY1792
 HY1792  STATE/COUNTY-  KY/FLEMING
 HY1792  USGS QUAD   -  ELIZAVILLE (1978)
 HY1792
 HY1792                         *CURRENT SURVEY CONTROL
 HY1792  ___________________________________________________________________
 HY1792* NAD 83(1986)-  38 25 34.     (N)    083 51 42.     (W)     SCALED    
 HY1792* NAVD 88     -       276.954  (meters)     908.64   (feet)  ADJUSTED  
 HY1792  ___________________________________________________________________
 HY1792  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HY1792  DYNAMIC HT  -         276.759 (meters)     908.00  (feet)  COMP
 HY1792  MODELED GRAV-     979,915.8   (mgal)                       NAVD 88
 HY1792
 HY1792  VERT ORDER  -  SECOND    CLASS 0
 HY1792
 HY1792.The horizontal coordinates were scaled from a topographic map and have
 HY1792.an estimated accuracy of +/- 6 seconds.
 HY1792
 HY1792.The orthometric height was determined by differential leveling
 HY1792.and adjusted by the National Geodetic Survey in June 1991..
 HY1792
 HY1792.The geoid height was determined by GEOID03.
 HY1792
 HY1792.The dynamic height is computed by dividing the NAVD 88
 HY1792.geopotential number by the normal gravity value computed on the
 HY1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1792.degrees latitude (g = 980.6199 gals.).
 HY1792
 HY1792.The modeled gravity was interpolated from observed gravity values.
 HY1792
 HY1792;                    North         East    Units  Estimated Accuracy
 HY1792;SPC KY1Z     - 1,233,930.    1,664,870.      MT  (+/- 180 meters Scaled)
 HY1792
 HY1792                          SUPERSEDED SURVEY CONTROL
 HY1792
 HY1792  NGVD 29 (??/??/92)  277.143  (m)          909.26   (f) ADJ UNCH    2 0
 HY1792
 HY1792.Superseded values are not recommended for survey control.
 HY1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1792.See file dsdata.txt to determine how the superseded data were derived.
 HY1792
 HY1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC501569(NAD 83)
 HY1792_MARKER: DB = BENCH MARK DISK
 HY1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1792_STAMPING: L 33 1935 909.260
 HY1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1792+STABILITY: SURFACE MOTION
 HY1792
 HY1792  HISTORY     - Date     Condition        Report By
 HY1792  HISTORY     - 1935     MONUMENTED       CGS
 HY1792  HISTORY     - 1955     GOOD             NGS
 HY1792
 HY1792                          STATION DESCRIPTION
 HY1792
 HY1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1792'AT EWING.
 HY1792'AT EWING, 8 RAILS EAST OF THE STATION, (NOW USED AS STORE),
 HY1792'41.0 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF A PRIVATE
 HY1792'ROAD, 33.7 FEET EAST OF THE CENTER OF THE PRIVATE ROAD AT GATE,
 HY1792'21.2 FEET SOUTH OF THE SOUTH RAIL, 2 FEET NORTH OF THE SOUTH
 HY1792'RIGHT-OF-WAY FENCE LINE, 2.5 FEET ABOVE THE LEVEL OF THE TRACK,
 HY1792'OF THE L. AND N. RR.  NOTE-- EWING IS 1.6 MILES NORTHWEST ALONG
 HY1792'STATE HIGHWAY 165 FROM THE JUNCTION OF STATE HIGHWAYS 32 AND
 HY1792'165, 0.7 MILE WEST OF ELIZAVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1317 ***********************************************************************
 GA1317  DESIGNATION -  L 330
 GA1317  PID         -  GA1317
 GA1317  STATE/COUNTY-  KY/HARLAN
 GA1317  USGS QUAD   -  KEOKEE (1978)
 GA1317
 GA1317                         *CURRENT SURVEY CONTROL
 GA1317  ___________________________________________________________________
 GA1317* NAD 83(1986)-  36 52 25.     (N)    082 57 09.     (W)     SCALED    
 GA1317* NAVD 88     -       616.689  (meters)    2023.25   (feet)  ADJUSTED  
 GA1317  ___________________________________________________________________
 GA1317  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA1317  DYNAMIC HT  -         616.131 (meters)    2021.42  (feet)  COMP
 GA1317  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GA1317
 GA1317  VERT ORDER  -  SECOND    CLASS 0
 GA1317
 GA1317.The horizontal coordinates were scaled from a topographic map and have
 GA1317.an estimated accuracy of +/- 6 seconds.
 GA1317
 GA1317.The orthometric height was determined by differential leveling
 GA1317.and adjusted by the National Geodetic Survey in June 1991..
 GA1317
 GA1317.The geoid height was determined by GEOID03.
 GA1317
 GA1317.The dynamic height is computed by dividing the NAVD 88
 GA1317.geopotential number by the normal gravity value computed on the
 GA1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1317.degrees latitude (g = 980.6199 gals.).
 GA1317
 GA1317.The modeled gravity was interpolated from observed gravity values.
 GA1317
 GA1317;                    North         East    Units  Estimated Accuracy
 GA1317;SPC KY1Z     - 1,063,700.    1,749,400.      MT  (+/- 180 meters Scaled)
 GA1317
 GA1317                          SUPERSEDED SURVEY CONTROL
 GA1317
 GA1317  NGVD 29 (??/??/92)  616.801  (m)         2023.62   (f) ADJ UNCH    2 0
 GA1317
 GA1317.Superseded values are not recommended for survey control.
 GA1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1317.See file dsdata.txt to determine how the superseded data were derived.
 GA1317
 GA1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA259826(NAD 83)
 GA1317_MARKER: DB = BENCH MARK DISK
 GA1317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1317_SP_SET: CULVERT
 GA1317_STAMPING: L 330 1953
 GA1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1317
 GA1317  HISTORY     - Date     Condition        Report By
 GA1317  HISTORY     - 1953     MONUMENTED       CGS
 GA1317  HISTORY     - 1956     GOOD             NGS
 GA1317
 GA1317                          STATION DESCRIPTION
 GA1317
 GA1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1317'9.4 MI SE FROM LOUELLEN.
 GA1317'ABOUT 9.35 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE
 GA1317'SCHOOL AT LOUELLEN, ABOUT 0.15 MILE EAST OF A CULVERT FOR HUFF
 GA1317'CREEK, ABOUT 65 YARDS WEST OF THE TOP OF A GRADE, ABOUT 85 YARDS
 GA1317'SOUTHWEST OF A SCHOOL HOUSE, IN THE TOP OF THE EAST END OF THE
 GA1317'NORTH HEAD WALL OF A 4-FOOT CONCRETE CULVERT FOR A CREEK BRANCH
 GA1317'FROM THE NORTH, 24 FEET NORTH OF CENTER LINE OF HIGHWAY AND
 GA1317'ABOUT 5 FEET BELOW LEVEL OF HIGHWAY.  NOTE-- MARK MAY BE REACHED
 GA1317'FROM KEOKEE, LEE COUNTY, VIRGINIA BY GOING ABOUT 0.1 MILE
 GA1317'WEST ALONG COUNTY ROAD 606 FROM THE HIGH SCHOOL, THENCE ABOUT
 GA1317'1.4 MILES NORTHWEST ALONG COUNTY ROAD 624 TO THE TOP OF LITTLE
 GA1317'BLACK MOUNTAIN AND THE KENTUCKY-VIRGINIA STATE LINE, THENCE
 GA1317'ABOUT 2.75 MILES NORTHWEST AND WEST ALONG STATE HIGHWAY 38.
 GA1317
 GA1317                          STATION RECOVERY (1956)
 GA1317
 GA1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0978 ***********************************************************************
 HA0978  DESIGNATION -  L 331
 HA0978  PID         -  HA0978
 HA0978  STATE/COUNTY-  KY/HENDERSON
 HA0978  USGS QUAD   -  CABORN (1978)
 HA0978
 HA0978                         *CURRENT SURVEY CONTROL
 HA0978  ___________________________________________________________________
 HA0978* NAD 83(1986)-  37 53 18.     (N)    087 51 28.     (W)     SCALED    
 HA0978* NAVD 88     -       109.384  (meters)     358.87   (feet)  ADJUSTED  
 HA0978  ___________________________________________________________________
 HA0978  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HA0978  DYNAMIC HT  -         109.309 (meters)     358.62  (feet)  COMP
 HA0978  MODELED GRAV-     979,944.6   (mgal)                       NAVD 88
 HA0978
 HA0978  VERT ORDER  -  FIRST     CLASS II
 HA0978
 HA0978.The horizontal coordinates were scaled from a topographic map and have
 HA0978.an estimated accuracy of +/- 6 seconds.
 HA0978
 HA0978.The orthometric height was determined by differential leveling
 HA0978.and adjusted by the National Geodetic Survey in June 1991..
 HA0978
 HA0978.The geoid height was determined by GEOID03.
 HA0978
 HA0978.The dynamic height is computed by dividing the NAVD 88
 HA0978.geopotential number by the normal gravity value computed on the
 HA0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0978.degrees latitude (g = 980.6199 gals.).
 HA0978
 HA0978.The modeled gravity was interpolated from observed gravity values.
 HA0978
 HA0978;                    North         East    Units  Estimated Accuracy
 HA0978;SPC KY1Z     - 1,174,670.    1,314,620.      MT  (+/- 180 meters Scaled)
 HA0978
 HA0978                          SUPERSEDED SURVEY CONTROL
 HA0978
 HA0978  NGVD 29 (??/??/92)  109.484  (m)          359.20   (f) ADJ UNCH    1 2
 HA0978
 HA0978.Superseded values are not recommended for survey control.
 HA0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0978.See file dsdata.txt to determine how the superseded data were derived.
 HA0978
 HA0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG245937(NAD 83)
 HA0978_MARKER: DB = BENCH MARK DISK
 HA0978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0978_SP_SET: BRIDGE
 HA0978_STAMPING: L 331 1953
 HA0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0978
 HA0978  HISTORY     - Date     Condition        Report By
 HA0978  HISTORY     - 1953     MONUMENTED       CGS
 HA0978  HISTORY     - 1964     GOOD             FAS
 HA0978
 HA0978                          STATION DESCRIPTION
 HA0978
 HA0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0978'16 MI NE FROM UNIONTOWN.
 HA0978'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 360 FROM THE
 HA0978'INTERSECTION OF MAIN STREET AT UNIONTOWN, THENCE ABOUT 5.65 MILES
 HA0978'NORTHEAST AND NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 6.9 MILES
 HA0978'WEST AND NORTH ALONG A ROAD FOLLOWING THE OHIO RIVER UPSTREAM TO
 HA0978'THE JUNCTION OF STATE HIGHWAY 136 AT A POINT ABOUT 0.15 MILE SOUTH
 HA0978'OF THE FERRY LANDING LEADING TO MOUNT VERNON, POSEY COUNTY,
 HA0978'INDIANA, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 136,
 HA0978'ABOUT 0.15 MILE SOUTHEAST OF A DIM CROSSROAD, IN THE TOP OF THE
 HA0978'NORTHWEST END OF THE SOUTHWEST HEAD WALL OF A 22-FOOT CONCRETE
 HA0978'BRIDGE UNDER HIGHWAY, 8 1/2 FEET SOUTHWEST OF CENTER LINE OF
 HA0978'HIGHWAY, 6 1/2 FEET SOUTHEAST OF NORTHWEST END OF HEADWALL AND
 HA0978'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 HA0978
 HA0978                          STATION RECOVERY (1964)
 HA0978
 HA0978'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0425 ***********************************************************************
 HA0425  DESIGNATION -  L 333
 HA0425  PID         -  HA0425
 HA0425  STATE/COUNTY-  KY/HANCOCK
 HA0425  USGS QUAD   -  TELL CITY (1980)
 HA0425
 HA0425                         *CURRENT SURVEY CONTROL
 HA0425  ___________________________________________________________________
 HA0425* NAD 83(1986)-  37 58 43.     (N)    086 48 14.     (W)     SCALED    
 HA0425* NAVD 88     -       118.937  (meters)     390.21   (feet)  ADJUSTED  
 HA0425  ___________________________________________________________________
 HA0425  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HA0425  DYNAMIC HT  -         118.853 (meters)     389.94  (feet)  COMP
 HA0425  MODELED GRAV-     979,929.7   (mgal)                       NAVD 88
 HA0425
 HA0425  VERT ORDER  -  FIRST     CLASS II
 HA0425
 HA0425.The horizontal coordinates were scaled from a topographic map and have
 HA0425.an estimated accuracy of +/- 6 seconds.
 HA0425
 HA0425.The orthometric height was determined by differential leveling
 HA0425.and adjusted by the National Geodetic Survey in June 1991..
 HA0425
 HA0425.The geoid height was determined by GEOID03.
 HA0425
 HA0425.The dynamic height is computed by dividing the NAVD 88
 HA0425.geopotential number by the normal gravity value computed on the
 HA0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0425.degrees latitude (g = 980.6199 gals.).
 HA0425
 HA0425.The modeled gravity was interpolated from observed gravity values.
 HA0425
 HA0425;                    North         East    Units  Estimated Accuracy
 HA0425;SPC KY1Z     - 1,183,120.    1,407,420.      MT  (+/- 180 meters Scaled)
 HA0425
 HA0425                          SUPERSEDED SURVEY CONTROL
 HA0425
 HA0425  NGVD 29 (??/??/92)  119.043  (m)          390.56   (f) ADJ UNCH    1 2
 HA0425
 HA0425.Superseded values are not recommended for survey control.
 HA0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0425.See file dsdata.txt to determine how the superseded data were derived.
 HA0425
 HA0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH172034(NAD 83)
 HA0425_MARKER: DB = BENCH MARK DISK
 HA0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0425_STAMPING: L 333 1953
 HA0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0425+STABILITY: SURFACE MOTION
 HA0425
 HA0425  HISTORY     - Date     Condition        Report By
 HA0425  HISTORY     - 1953     MONUMENTED       CGS
 HA0425  HISTORY     - 1962     GOOD             NGS
 HA0425
 HA0425                          STATION DESCRIPTION
 HA0425
 HA0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0425'7.5 MI NE FROM LEWISPORT.
 HA0425'ABOUT 7.5 MILES NORTHEAST ALONG STATE HIGHWAY 334 FROM THE
 HA0425'BAPTIST CHURCH AT LEWISPORT, ABOUT 0.9 MILE SOUTHEAST OF A
 HA0425'BRIDGE OVER MUDDY GUT CREEK, AT A CROSS ROAD, 33 1/2 FEET NORTHEAST
 HA0425'OF CENTER LINE OF HIGHWAY, 55 FEET NORTH OF CENTER OF INTERSECTION,
 HA0425'28 FEET NORTHWEST OF CENTER LINE OF ROAD NORTHEAST TO UTOPIA PARK,
 HA0425'6 FEET NORTH OF A TELEPHONE POLE, 22 FEET NORTH OF NORTHWEST
 HA0425'END OF A 12-INCH CONCRETE PIPE CULVERT UNDE ROAD NORTHEAST,
 HA0425'2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 HA0425'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HA0425'PROJECTING 3 INCHES.
 HA0425
 HA0425                          STATION RECOVERY (1962)
 HA0425
 HA0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HA0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2347 ***********************************************************************
 GZ2347  DESIGNATION -  L 334
 GZ2347  PID         -  GZ2347
 GZ2347  STATE/COUNTY-  KY/HARDIN
 GZ2347  USGS QUAD   -  FORT KNOX (1991)
 GZ2347
 GZ2347                         *CURRENT SURVEY CONTROL
 GZ2347  ___________________________________________________________________
 GZ2347* NAD 83(1986)-  37 58 25.     (N)    085 57 09.     (W)     SCALED    
 GZ2347* NAVD 88     -       149.910  (meters)     491.83   (feet)  ADJUSTED  
 GZ2347  ___________________________________________________________________
 GZ2347  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GZ2347  DYNAMIC HT  -         149.803 (meters)     491.48  (feet)  COMP
 GZ2347  MODELED GRAV-     979,914.6   (mgal)                       NAVD 88
 GZ2347
 GZ2347  VERT ORDER  -  FIRST     CLASS II
 GZ2347
 GZ2347.The horizontal coordinates were scaled from a topographic map and have
 GZ2347.an estimated accuracy of +/- 6 seconds.
 GZ2347
 GZ2347.The orthometric height was determined by differential leveling
 GZ2347.and adjusted by the National Geodetic Survey in June 1991..
 GZ2347
 GZ2347.The geoid height was determined by GEOID03.
 GZ2347
 GZ2347.The dynamic height is computed by dividing the NAVD 88
 GZ2347.geopotential number by the normal gravity value computed on the
 GZ2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2347.degrees latitude (g = 980.6199 gals.).
 GZ2347
 GZ2347.The modeled gravity was interpolated from observed gravity values.
 GZ2347
 GZ2347;                    North         East    Units  Estimated Accuracy
 GZ2347;SPC KY1Z     - 1,182,060.    1,482,210.      MT  (+/- 180 meters Scaled)
 GZ2347
 GZ2347                          SUPERSEDED SURVEY CONTROL
 GZ2347
 GZ2347  NGVD 29 (??/??/92)  150.036  (m)          492.24   (f) ADJ UNCH    1 2
 GZ2347
 GZ2347.Superseded values are not recommended for survey control.
 GZ2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2347.See file dsdata.txt to determine how the superseded data were derived.
 GZ2347
 GZ2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH920034(NAD 83)
 GZ2347_MARKER: DB = BENCH MARK DISK
 GZ2347_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2347_SP_SET: ROCK LEDGE
 GZ2347_STAMPING: L 334 1953
 GZ2347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2347+STABILITY: POSITION/ELEVATION WELL
 GZ2347
 GZ2347  HISTORY     - Date     Condition        Report By
 GZ2347  HISTORY     - 1953     MONUMENTED       CGS
 GZ2347
 GZ2347                          STATION DESCRIPTION
 GZ2347
 GZ2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2347'1.2 MI S FROM WEST POINT.
 GZ2347'1.2 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GZ2347'INTERSECTION OF THE LOUISVILLE AND NASHVILLE RAILROAD AT WEST
 GZ2347'POINT, ABOUT 0.35 MILE SOUTH OF A WOODEN TRESTLE OVER A GRAVEL
 GZ2347'ROAD, SET VERTICALLY IN FACE OF A LIMESTONE LEDGE, 9.3 FEET
 GZ2347'SOUTHEAST OF SOUTHEAST RAIL, 87 FEET SOUTHWEST OF SOUTHWEST END
 GZ2347'OF A RAILROAD FILL WITH THREE 60-INCH PIPE CULVERTS UNDER FILL,
 GZ2347'101 FEET SOUTHWEST OF SEMAPHORE SIGNAL NO. J 22/2, 42 1/2 FEET
 GZ2347'SOUTH AND ACROSS TRACK FROM TELEPHONE POLE NO. 810 AND ABOUT
 GZ2347'2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1032 ***********************************************************************
 HA1032  DESIGNATION -  L 336
 HA1032  PID         -  HA1032
 HA1032  STATE/COUNTY-  KY/HENDERSON
 HA1032  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1032
 HA1032                         *CURRENT SURVEY CONTROL
 HA1032  ___________________________________________________________________
 HA1032* NAD 83(1986)-  37 53 16.     (N)    087 32 20.     (W)     SCALED    
 HA1032* NAVD 88     -       115.129  (meters)     377.72   (feet)  ADJUSTED  
 HA1032  ___________________________________________________________________
 HA1032  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HA1032  DYNAMIC HT  -         115.050 (meters)     377.46  (feet)  COMP
 HA1032  MODELED GRAV-     979,941.5   (mgal)                       NAVD 88
 HA1032
 HA1032  VERT ORDER  -  FIRST     CLASS II
 HA1032
 HA1032.The horizontal coordinates were scaled from a topographic map and have
 HA1032.an estimated accuracy of +/- 6 seconds.
 HA1032
 HA1032.The orthometric height was determined by differential leveling
 HA1032.and adjusted by the National Geodetic Survey in June 1991..
 HA1032
 HA1032.The geoid height was determined by GEOID03.
 HA1032
 HA1032.The dynamic height is computed by dividing the NAVD 88
 HA1032.geopotential number by the normal gravity value computed on the
 HA1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1032.degrees latitude (g = 980.6199 gals.).
 HA1032
 HA1032.The modeled gravity was interpolated from observed gravity values.
 HA1032
 HA1032;                    North         East    Units  Estimated Accuracy
 HA1032;SPC KY1Z     - 1,174,020.    1,342,660.      MT  (+/- 180 meters Scaled)
 HA1032
 HA1032                          SUPERSEDED SURVEY CONTROL
 HA1032
 HA1032  NGVD 29 (??/??/92)  115.224  (m)          378.03   (f) ADJ UNCH    1 2
 HA1032
 HA1032.Superseded values are not recommended for survey control.
 HA1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1032.See file dsdata.txt to determine how the superseded data were derived.
 HA1032
 HA1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG526935(NAD 83)
 HA1032_MARKER: DB = BENCH MARK DISK
 HA1032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA1032_SP_SET: CULVERT
 HA1032_STAMPING: L 336 1953
 HA1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1032
 HA1032  HISTORY     - Date     Condition        Report By
 HA1032  HISTORY     - 1953     MONUMENTED       CGS
 HA1032  HISTORY     - 1965     GOOD             NGS
 HA1032
 HA1032                          STATION DESCRIPTION
 HA1032
 HA1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HA1032'3.8 MI NE FROM HENDERSON.
 HA1032'ABOUT 2.55 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE U.S.
 HA1032'HIGHWAYS 60 AND 641 OVERPASS AT HENDERSON, THENCE 1.2 MILES
 HA1032'NORTHEAST ALONG A GRAVELED ROAD, 39 FEET SOUTH-SOUTHEAST AND ACROSS
 HA1032'THE ROAD FROM A POWER POLE, 12 1/2 FEET SOUTH OF THE CENTER LINE
 HA1032'OF THE GRAVELED ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND
 HA1032'SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF
 HA1032'A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0619 ***********************************************************************
 HA0619  DESIGNATION -  L 337
 HA0619  PID         -  HA0619
 HA0619  STATE/COUNTY-  KY/DAVIESS
 HA0619  USGS QUAD   -  YANKEETOWN (1983)
 HA0619
 HA0619                         *CURRENT SURVEY CONTROL
 HA0619  ___________________________________________________________________
 HA0619* NAD 83(1986)-  37 52 37.     (N)    087 18 16.     (W)     SCALED    
 HA0619* NAVD 88     -       117.067  (meters)     384.08   (feet)  ADJUSTED  
 HA0619  ___________________________________________________________________
 HA0619  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HA0619  DYNAMIC HT  -         116.986 (meters)     383.81  (feet)  COMP
 HA0619  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 HA0619
 HA0619  VERT ORDER  -  FIRST     CLASS II
 HA0619
 HA0619.The horizontal coordinates were scaled from a topographic map and have
 HA0619.an estimated accuracy of +/- 6 seconds.
 HA0619
 HA0619.The orthometric height was determined by differential leveling
 HA0619.and adjusted by the National Geodetic Survey in June 1991..
 HA0619.WARNING-Repeat measurements at this control monument indicate possible
 HA0619.vertical movement.
 HA0619
 HA0619.The geoid height was determined by GEOID03.
 HA0619
 HA0619.The dynamic height is computed by dividing the NAVD 88
 HA0619.geopotential number by the normal gravity value computed on the
 HA0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0619.degrees latitude (g = 980.6199 gals.).
 HA0619
 HA0619.The modeled gravity was interpolated from observed gravity values.
 HA0619
 HA0619;                    North         East    Units  Estimated Accuracy
 HA0619;SPC KY1Z     - 1,172,450.    1,363,260.      MT  (+/- 180 meters Scaled)
 HA0619
 HA0619                          SUPERSEDED SURVEY CONTROL
 HA0619
 HA0619  NGVD 29 (??/??/92)  117.158  (m)          384.38   (f) ADJ UNCH    1 2
 HA0619
 HA0619.Superseded values are not recommended for survey control.
 HA0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0619.See file dsdata.txt to determine how the superseded data were derived.
 HA0619
 HA0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG732922(NAD 83)
 HA0619_MARKER: DB = BENCH MARK DISK
 HA0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0619_STAMPING: L 337 1953
 HA0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0619+STABILITY: SURFACE MOTION
 HA0619
 HA0619  HISTORY     - Date     Condition        Report By
 HA0619  HISTORY     - 1953     MONUMENTED       CGS
 HA0619  HISTORY     - 1962     GOOD             NGS
 HA0619
 HA0619                          STATION DESCRIPTION
 HA0619
 HA0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0619'1.3 MI SE FROM CARLINBURG.
 HA0619'ABOUT 0.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION
 HA0619'OF ROAD WEST TO BEALS AT CARLINBURG, THENCE ABOUT 1.15 MILES
 HA0619'SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 0.15 MILE WEST OF A 30-FOOT
 HA0619'BRIDGE, ABOUT 0.3 MILE SOUTHEAST OF THE HENDERSON-DAVIESS COUNTY
 HA0619'LINE, ABOUT 0.75 MILE NORTHWEST OF THE JUNCTION OF A GRAVEL
 HA0619'ROAD LEADING SOUTHWEST, 23 FEET SOUTH OF CENTER LINE OF ROAD,
 HA0619'IN WOODS BETWEEN ROAD AND A GULLY, 201 FEET EAST-SOUTHEAST AND
 HA0619'DIAGONALLY ACROSS ROAD FROM TELEPHONE POLE NO. 70, 24 FEET
 HA0619'WEST OF A 14-INCH OAK TREE, 38 FEET SOUTH-SOUTHEAST AND ACROSS
 HA0619'ROAD FROM A 6-INCH OAK TREE IN A FENCE CORNER, 5 1/2 FEET SOUTHEAST
 HA0619'OF A 10-INCH OAK TREE, ABOUT LEVEL WITH ROAD AND SET IN THE
 HA0619'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HA0619
 HA0619                          STATION RECOVERY (1962)
 HA0619
 HA0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HA0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0485 ***********************************************************************
 HA0485  DESIGNATION -  L 338
 HA0485  PID         -  HA0485
 HA0485  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0485  USGS QUAD   -  ROME (1993)
 HA0485
 HA0485                         *CURRENT SURVEY CONTROL
 HA0485  ___________________________________________________________________
 HA0485* NAD 83(1986)-  37 54 50.     (N)    086 31 20.     (W)     SCALED    
 HA0485* NAVD 88     -       127.966  (meters)     419.84   (feet)  ADJUSTED  
 HA0485  ___________________________________________________________________
 HA0485  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HA0485  DYNAMIC HT  -         127.875 (meters)     419.54  (feet)  COMP
 HA0485  MODELED GRAV-     979,912.1   (mgal)                       NAVD 88
 HA0485
 HA0485  VERT ORDER  -  FIRST     CLASS II
 HA0485
 HA0485.The horizontal coordinates were scaled from a topographic map and have
 HA0485.an estimated accuracy of +/- 6 seconds.
 HA0485
 HA0485.The orthometric height was determined by differential leveling
 HA0485.and adjusted by the National Geodetic Survey in June 1991..
 HA0485
 HA0485.The geoid height was determined by GEOID03.
 HA0485
 HA0485.The dynamic height is computed by dividing the NAVD 88
 HA0485.geopotential number by the normal gravity value computed on the
 HA0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0485.degrees latitude (g = 980.6199 gals.).
 HA0485
 HA0485.The modeled gravity was interpolated from observed gravity values.
 HA0485
 HA0485;                    North         East    Units  Estimated Accuracy
 HA0485;SPC KY1Z     - 1,175,700.    1,432,100.      MT  (+/- 180 meters Scaled)
 HA0485
 HA0485                          SUPERSEDED SURVEY CONTROL
 HA0485
 HA0485  NGVD 29 (??/??/92)  128.066  (m)          420.16   (f) ADJ UNCH    1 2
 HA0485
 HA0485.Superseded values are not recommended for survey control.
 HA0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0485.See file dsdata.txt to determine how the superseded data were derived.
 HA0485
 HA0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG419963(NAD 83)
 HA0485_MARKER: DB = BENCH MARK DISK
 HA0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0485_SP_SET: BRIDGE
 HA0485_STAMPING: L 338 1953
 HA0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0485
 HA0485  HISTORY     - Date     Condition        Report By
 HA0485  HISTORY     - 1953     MONUMENTED       CGS
 HA0485
 HA0485                          STATION DESCRIPTION
 HA0485
 HA0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0485'AT STEPHENSPORT.
 HA0485'AT STEPHENSPORT, ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 64
 HA0485'FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD, IN
 HA0485'THE TOP OF NORTH END OF EAST CONCRETE ABUTMENT OF 330-FOOT
 HA0485'STEEL BRIDGE OVER SINKING CREEK, 16 FEET NORTH OF CENTER LINE
 HA0485'OF HIGHWAY AND ABOUT LEVEL WITH BRIDGE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0314 ***********************************************************************
 JA0314  DESIGNATION -  L 339
 JA0314  PID         -  JA0314
 JA0314  STATE/COUNTY-  KY/MEADE
 JA0314  USGS QUAD   -  NEW AMSTERDAM (1978)
 JA0314
 JA0314                         *CURRENT SURVEY CONTROL
 JA0314  ___________________________________________________________________
 JA0314* NAD 83(1986)-  38 07 11.     (N)    086 21 14.     (W)     SCALED    
 JA0314* NAVD 88     -       224.583  (meters)     736.82   (feet)  ADJUSTED  
 JA0314  ___________________________________________________________________
 JA0314  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JA0314  DYNAMIC HT  -         224.422 (meters)     736.29  (feet)  COMP
 JA0314  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 JA0314
 JA0314  VERT ORDER  -  FIRST     CLASS II
 JA0314
 JA0314.The horizontal coordinates were scaled from a topographic map and have
 JA0314.an estimated accuracy of +/- 6 seconds.
 JA0314
 JA0314.The orthometric height was determined by differential leveling
 JA0314.and adjusted by the National Geodetic Survey in June 1991..
 JA0314
 JA0314.The geoid height was determined by GEOID03.
 JA0314
 JA0314.The dynamic height is computed by dividing the NAVD 88
 JA0314.geopotential number by the normal gravity value computed on the
 JA0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0314.degrees latitude (g = 980.6199 gals.).
 JA0314
 JA0314.The modeled gravity was interpolated from observed gravity values.
 JA0314
 JA0314;                    North         East    Units  Estimated Accuracy
 JA0314;SPC KY1Z     - 1,198,430.    1,447,050.      MT  (+/- 180 meters Scaled)
 JA0314
 JA0314                          SUPERSEDED SURVEY CONTROL
 JA0314
 JA0314  NGVD 29 (??/??/92)  224.687  (m)          737.16   (f) ADJ UNCH    1 2
 JA0314
 JA0314.Superseded values are not recommended for survey control.
 JA0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0314.See file dsdata.txt to determine how the superseded data were derived.
 JA0314
 JA0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH566192(NAD 83)
 JA0314_MARKER: DB = BENCH MARK DISK
 JA0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0314_STAMPING: L 339 1953
 JA0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0314+STABILITY: SURFACE MOTION
 JA0314
 JA0314  HISTORY     - Date     Condition        Report By
 JA0314  HISTORY     - 1953     MONUMENTED       CGS
 JA0314
 JA0314                          STATION DESCRIPTION
 JA0314
 JA0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0314'2.8 MI NE FROM WOLF CREEK.
 JA0314'2.8 MILES NORTHEAST AND EAST ALONG A HIGHWAY FROM THE POST OFFICE
 JA0314'AT WOLF CREEK, ABOUT 200 YARDS EAST OF THE TOP OF A GRADE, ABOUT
 JA0314'95 YARDS EAST OF EAST END OF A CUT, 29 FEET SOUTH OF CENTER
 JA0314'LINE OF HIGHWAY, 40 FEET NORTH OF CENTER LINE OF OLD ROAD GRADE,
 JA0314'63 1/2 FEET EAST OF SOUTH END OF A 24-INCH CONCRETE PIPE CULVERT,
 JA0314'120 FEET WEST OF SOUTH END OF A 15-INCH PIPE CULVERT, ABOUT 3
 JA0314'FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JA0314'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0022 ***********************************************************************
 HZ0022  CBN         -  This is a Cooperative Base Network Control Station.
 HZ0022  DESIGNATION -  L 34
 HZ0022  PID         -  HZ0022
 HZ0022  STATE/COUNTY-  KY/BRACKEN
 HZ0022  USGS QUAD   -  BROOKSVILLE (1976)
 HZ0022
 HZ0022                         *CURRENT SURVEY CONTROL
 HZ0022  ___________________________________________________________________
 HZ0022* NAD 83(1993)-  38 40 58.46624(N)    084 04 01.40429(W)     ADJUSTED  
 HZ0022* NAVD 88     -       290.642  (meters)     953.55   (feet)  ADJUSTED  
 HZ0022  ___________________________________________________________________
 HZ0022  X           -     515,334.270 (meters)                     COMP
 HZ0022  Y           -  -4,958,899.761 (meters)                     COMP
 HZ0022  Z           -   3,965,059.906 (meters)                     COMP
 HZ0022  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 HZ0022  ELLIP HEIGHT-         256.87  (meters)          (09/23/04) GPS OBS
 HZ0022  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HZ0022  DYNAMIC HT  -         290.446 (meters)     952.90  (feet)  COMP
 HZ0022  MODELED GRAV-     979,949.2   (mgal)                       NAVD 88
 HZ0022
 HZ0022  HORZ ORDER  -  B
 HZ0022  VERT ORDER  -  SECOND    CLASS 0
 HZ0022  ELLP ORDER  -  FOURTH    CLASS I
 HZ0022
 HZ0022.The horizontal coordinates were established by GPS observations
 HZ0022.and adjusted by the National Geodetic Survey in September 1994..
 HZ0022
 HZ0022.The orthometric height was determined by differential leveling
 HZ0022.and adjusted by the National Geodetic Survey in June 1991..
 HZ0022
 HZ0022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ0022
 HZ0022.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0022
 HZ0022.The ellipsoidal height was determined by GPS observations
 HZ0022.and is referenced to NAD 83.
 HZ0022
 HZ0022.The geoid height was determined by GEOID03.
 HZ0022
 HZ0022.The dynamic height is computed by dividing the NAVD 88
 HZ0022.geopotential number by the normal gravity value computed on the
 HZ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0022.degrees latitude (g = 980.6199 gals.).
 HZ0022
 HZ0022.The modeled gravity was interpolated from observed gravity values.
 HZ0022
 HZ0022;                    North         East     Units Scale Factor Converg.
 HZ0022;SPC KY1Z     - 1,262,091.747 1,646,428.431   MT  1.00000396   +1 01 59.7
 HZ0022;SPC KY1Z     - 4,140,712.67  5,401,657.28   sFT  1.00000396   +1 01 59.7
 HZ0022;SPC KY N     -   131,316.548   515,917.706   MT  0.99996914   +0 06 49.7
 HZ0022;SPC KY N     -   430,827.71  1,692,640.01   sFT  0.99996914   +0 06 49.7
 HZ0022;UTM  16      - 4,285,672.612   755,122.973   MT  1.00040159   +1 50 02.8
 HZ0022;UTM  17      - 4,286,054.815   233,208.719   MT  1.00047660   -1 55 05.1
 HZ0022
 HZ0022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0022!SPC KY1Z     -   0.99995970  x   1.00000396  =   0.99996366
 HZ0022!SPC KY N     -   0.99995970  x   0.99996914  =   0.99992884
 HZ0022!UTM  16      -   0.99995970  x   1.00040159  =   1.00036127
 HZ0022!UTM  17      -   0.99995970  x   1.00047660  =   1.00043628
 HZ0022
 HZ0022                          SUPERSEDED SURVEY CONTROL
 HZ0022
 HZ0022  ELLIP H (09/07/94)  256.91   (m)                       GP(       ) 4 1
 HZ0022  NAVD 88 (09/23/04)  290.64   (m)          953.5    (f) LEVELING    3  
 HZ0022  NGVD 29 (??/??/92)  290.877  (m)          954.32   (f) ADJ UNCH    2 0
 HZ0022
 HZ0022.Superseded values are not recommended for survey control.
 HZ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0022.See file dsdata.txt to determine how the superseded data were derived.
 HZ0022
 HZ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5512385673(NAD 83)
 HZ0022_MARKER: DB = BENCH MARK DISK
 HZ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0022_SP_SET: CONCRETE POST
 HZ0022_STAMPING: L34 1935 954.319
 HZ0022_MARK LOGO: CGS   
 HZ0022_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0022+STABILITY: SURFACE MOTION
 HZ0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0022+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2003
 HZ0022
 HZ0022  HISTORY     - Date     Condition        Report By
 HZ0022  HISTORY     - 1935     MONUMENTED       CGS
 HZ0022  HISTORY     - 1955     GOOD             NGS
 HZ0022  HISTORY     - 19930929 GOOD             NGS
 HZ0022  HISTORY     - 20010814 GOOD             KYDT
 HZ0022  HISTORY     - 20010814 GOOD             KYDT
 HZ0022  HISTORY     - 20021114 GOOD             WOOLPT
 HZ0022  HISTORY     - 20030326 GOOD             KYDT
 HZ0022  HISTORY     - 20030509 GOOD             NGS
 HZ0022
 HZ0022                          STATION DESCRIPTION
 HZ0022
 HZ0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0022'AT BROOKSVILLE.
 HZ0022'AT THE SOUTH CORNER OF THE COUNTY COURTHOUSE IN BROOKSVILLE,
 HZ0022'23.6 FEET SOUTH OF THE SOUTH CORNER OF BUILDING, 17.9 FEET
 HZ0022'SOUTHWEST OF THE SOUTHWEST WALL OF COURTHOUSE EXTENDED, 15.4
 HZ0022'FEET SOUTHEAST OF THE SOUTHEAST WALL OF THE OFFSET PORTION
 HZ0022'EXTENDED, 4.2 FEET SOUTH OF THE EDGE OF SIDEWALK AT A CURVE,
 HZ0022'3 INCHES BELOW THE LEVEL OF THE SIDEWALK, 1 INCH UNDERGROUND.
 HZ0022
 HZ0022                          STATION RECOVERY (1993)
 HZ0022
 HZ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HZ0022'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) WEST OF MAYSVILLE, 10.0
 HZ0022'MI (16.1 KM) NORTH OF MT OLIVET, 6.0 MI (9.7 KM) SOUTHWEST OF
 HZ0022'AUGUSTA, 5.0 MI (8.0 KM) SOUTH OF THE OHIO RIVER, IN BROOKSVILLE.
 HZ0022'OWNERSHIP--COUNTY OF BRACKEN.
 HZ0022'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 10 IN
 HZ0022'BROOKSVILLE, GO WEST ON STATE HIGHWAY 19 (MAIN STREET) FOR 0.05 MI
 HZ0022'(0.08 KM) TO THE COURTHOUSE AND THE STATION ON THE LEFT.
 HZ0022'LOCATED IN THE COURTHOUSE LAWN, 26.9 M (88.3 FT) NORTH FROM THE NORTH
 HZ0022'CORNER OF THE JUNCTION OF LOCUST STREET AND MADISON STREET, 7.3 M
 HZ0022'(24.0 FT) SOUTH FROM THE SOUTH CORNER OF THE COURTHOUSE, 1.15 M
 HZ0022'(3.77 FT) SOUTH FROM THE SOUTH EDGE OF SIDEWALK AT CURVE.
 HZ0022
 HZ0022                          STATION RECOVERY (2001)
 HZ0022
 HZ0022'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HZ0022'RECOVERED IN GOOD CONDITION.
 HZ0022
 HZ0022                          STATION RECOVERY (2001)
 HZ0022
 HZ0022'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HZ0022'STATION AND RM'S RECOVERED THIS DATE, AZIMUTH MARK NOT FOUND.
 HZ0022
 HZ0022                          STATION RECOVERY (2002)
 HZ0022
 HZ0022'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 HZ0022'RECOVERED AS DESCRIBED WITH THESE ADDITIONS.
 HZ0022' 
 HZ0022'STATION IS 73.3 FT NORTHEAST OF THE BACK OF CURB OF MADISON AVENUE AND
 HZ0022'49.4 FT  NORTHWEST OF BACK OF CURB OF LOCUST ST.
 HZ0022
 HZ0022                          STATION RECOVERY (2003)
 HZ0022
 HZ0022'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0022'RECOVERED IN GOOD CONDITION.
 HZ0022
 HZ0022                          STATION RECOVERY (2003)
 HZ0022
 HZ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRM)
 HZ0022'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0323 ***********************************************************************
 JA0323  DESIGNATION -  L 340
 JA0323  PID         -  JA0323
 JA0323  STATE/COUNTY-  KY/MEADE
 JA0323  USGS QUAD   -  LEAVENWORTH (1980)
 JA0323
 JA0323                         *CURRENT SURVEY CONTROL
 JA0323  ___________________________________________________________________
 JA0323* NAD 83(1986)-  38 09 35.     (N)    086 18 52.     (W)     SCALED    
 JA0323* NAVD 88     -       140.542  (meters)     461.09   (feet)  ADJUSTED  
 JA0323  ___________________________________________________________________
 JA0323  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JA0323  DYNAMIC HT  -         140.442 (meters)     460.77  (feet)  COMP
 JA0323  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 JA0323
 JA0323  VERT ORDER  -  FIRST     CLASS II
 JA0323
 JA0323.The horizontal coordinates were scaled from a topographic map and have
 JA0323.an estimated accuracy of +/- 6 seconds.
 JA0323
 JA0323.The orthometric height was determined by differential leveling
 JA0323.and adjusted by the National Geodetic Survey in June 1991..
 JA0323
 JA0323.The geoid height was determined by GEOID03.
 JA0323
 JA0323.The dynamic height is computed by dividing the NAVD 88
 JA0323.geopotential number by the normal gravity value computed on the
 JA0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0323.degrees latitude (g = 980.6199 gals.).
 JA0323
 JA0323.The modeled gravity was interpolated from observed gravity values.
 JA0323
 JA0323;                    North         East    Units  Estimated Accuracy
 JA0323;SPC KY1Z     - 1,202,850.    1,450,540.      MT  (+/- 180 meters Scaled)
 JA0323
 JA0323                          SUPERSEDED SURVEY CONTROL
 JA0323
 JA0323  NGVD 29 (??/??/92)  140.649  (m)          461.45   (f) ADJ UNCH    1 2
 JA0323
 JA0323.Superseded values are not recommended for survey control.
 JA0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0323.See file dsdata.txt to determine how the superseded data were derived.
 JA0323
 JA0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH600237(NAD 83)
 JA0323_MARKER: DB = BENCH MARK DISK
 JA0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0323_STAMPING: L 340 1953
 JA0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0323+STABILITY: SURFACE MOTION
 JA0323
 JA0323  HISTORY     - Date     Condition        Report By
 JA0323  HISTORY     - 1953     MONUMENTED       CGS
 JA0323
 JA0323                          STATION DESCRIPTION
 JA0323
 JA0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0323'8.2 MI N FROM BATTLETOWN.
 JA0323'4.8 MILES NORTH ALONG STATE HIGHWAY 228 FROM THE SCHOOL AT
 JA0323'BATTLETOWN, THENCE ABOUT 3.4 MILES NORTHEAST AND NORTHWEST ALONG
 JA0323'A GRAVEL ROAD, ABOUT 1.4 MILES NORTHWEST OF BLUE RIVER ISLAND
 JA0323'BAPTIST CHURCH, ABOUT 0.4 MILE SOUTHEAST OF JUNCTION OF TRAILS
 JA0323'LEADING NORTH AND NORTHWEST AND THE FOOT OF A GRADE IN GRAVEL
 JA0323'ROAD LEADING UPHILL WEST-NORTHWEST, 16 1/2 FEET NORTH OF CENTER
 JA0323'LINE OF ROAD, 1 1/2 FEET EAST OF A PROPERTY FENCE LINE RUNNING
 JA0323'NORTH-SOUTH, 2 FEET SOUTHEAST OF A FENCE CORNER, 1 1/2 FEET SOUTH
 JA0323'OF A FENCE LINE EAST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 JA0323'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2280 ***********************************************************************
 GZ2280  DESIGNATION -  L 341
 GZ2280  PID         -  GZ2280
 GZ2280  STATE/COUNTY-  KY/HARDIN
 GZ2280  USGS QUAD   -  FORT KNOX (1991)
 GZ2280
 GZ2280                         *CURRENT SURVEY CONTROL
 GZ2280  ___________________________________________________________________
 GZ2280* NAD 83(1986)-  37 59 12.     (N)    085 58 52.     (W)     SCALED    
 GZ2280* NAVD 88     -       132.728  (meters)     435.46   (feet)  ADJUSTED  
 GZ2280  ___________________________________________________________________
 GZ2280  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GZ2280  DYNAMIC HT  -         132.634 (meters)     435.15  (feet)  COMP
 GZ2280  MODELED GRAV-     979,916.8   (mgal)                       NAVD 88
 GZ2280
 GZ2280  VERT ORDER  -  FIRST     CLASS II
 GZ2280
 GZ2280.The horizontal coordinates were scaled from a topographic map and have
 GZ2280.an estimated accuracy of +/- 6 seconds.
 GZ2280
 GZ2280.The orthometric height was determined by differential leveling
 GZ2280.and adjusted by the National Geodetic Survey in June 1991..
 GZ2280
 GZ2280.The geoid height was determined by GEOID03.
 GZ2280
 GZ2280.The dynamic height is computed by dividing the NAVD 88
 GZ2280.geopotential number by the normal gravity value computed on the
 GZ2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2280.degrees latitude (g = 980.6199 gals.).
 GZ2280
 GZ2280.The modeled gravity was interpolated from observed gravity values.
 GZ2280
 GZ2280;                    North         East    Units  Estimated Accuracy
 GZ2280;SPC KY1Z     - 1,183,520.    1,479,700.      MT  (+/- 180 meters Scaled)
 GZ2280
 GZ2280                          SUPERSEDED SURVEY CONTROL
 GZ2280
 GZ2280  NGVD 29 (??/??/92)  132.853  (m)          435.87   (f) ADJ UNCH    1 2
 GZ2280
 GZ2280.Superseded values are not recommended for survey control.
 GZ2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2280.See file dsdata.txt to determine how the superseded data were derived.
 GZ2280
 GZ2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH894048(NAD 83)
 GZ2280_MARKER: DB = BENCH MARK DISK
 GZ2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2280_STAMPING: L 341 1953
 GZ2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2280+STABILITY: SURFACE MOTION
 GZ2280
 GZ2280  HISTORY     - Date     Condition        Report By
 GZ2280  HISTORY     - 1953     MONUMENTED       CGS
 GZ2280
 GZ2280                          STATION DESCRIPTION
 GZ2280
 GZ2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2280'1.8 MI W FROM WEST POINT.
 GZ2280'1.8 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GZ2280'THE JUNCTION OF THE ILLINOIS CENTRAL RAILROAD AT WEST POINT, 35
 GZ2280'FEET SOUTH OF THE SOUTH RAIL, 97 FEET SOUTHWEST AND ACROSS THE
 GZ2280'TRACK FROM POLE 24/13, 60 FEET SOUTHEAST OF THE CENTER OF A
 GZ2280'PRIVATE ROAD CROSSING, 22 FEET EAST OF THE CENTER LINE OF THE
 GZ2280'PRIVATE ROAD, 1 FOOT NORTH OF A FENCE LINE, 2 FEET NORTHEAST OF
 GZ2280'A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 GZ2280'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2308 ***********************************************************************
 GZ2308  DESIGNATION -  L 342
 GZ2308  PID         -  GZ2308
 GZ2308  STATE/COUNTY-  KY/HARDIN
 GZ2308  USGS QUAD   -  CECILIA (1992)
 GZ2308
 GZ2308                         *CURRENT SURVEY CONTROL
 GZ2308  ___________________________________________________________________
 GZ2308* NAD 83(1986)-  37 40 29.     (N)    085 56 31.     (W)     SCALED    
 GZ2308* NAVD 88     -       225.819  (meters)     740.87   (feet)  ADJUSTED  
 GZ2308  ___________________________________________________________________
 GZ2308  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GZ2308  DYNAMIC HT  -         225.649 (meters)     740.32  (feet)  COMP
 GZ2308  MODELED GRAV-     979,871.8   (mgal)                       NAVD 88
 GZ2308
 GZ2308  VERT ORDER  -  FIRST     CLASS II
 GZ2308
 GZ2308.The horizontal coordinates were scaled from a topographic map and have
 GZ2308.an estimated accuracy of +/- 6 seconds.
 GZ2308
 GZ2308.The orthometric height was determined by differential leveling
 GZ2308.and adjusted by the National Geodetic Survey in June 1991..
 GZ2308
 GZ2308.The geoid height was determined by GEOID03.
 GZ2308
 GZ2308.The dynamic height is computed by dividing the NAVD 88
 GZ2308.geopotential number by the normal gravity value computed on the
 GZ2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2308.degrees latitude (g = 980.6199 gals.).
 GZ2308
 GZ2308.The modeled gravity was interpolated from observed gravity values.
 GZ2308
 GZ2308;                    North         East    Units  Estimated Accuracy
 GZ2308;SPC KY1Z     - 1,148,890.    1,483,070.      MT  (+/- 180 meters Scaled)
 GZ2308
 GZ2308                          SUPERSEDED SURVEY CONTROL
 GZ2308
 GZ2308  NGVD 29 (??/??/92)  225.935  (m)          741.26   (f) ADJ UNCH    1 2
 GZ2308
 GZ2308.Superseded values are not recommended for survey control.
 GZ2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2308.See file dsdata.txt to determine how the superseded data were derived.
 GZ2308
 GZ2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG933702(NAD 83)
 GZ2308_MARKER: DB = BENCH MARK DISK
 GZ2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2308_STAMPING: L 342 1953
 GZ2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2308+STABILITY: SURFACE MOTION
 GZ2308
 GZ2308  HISTORY     - Date     Condition        Report By
 GZ2308  HISTORY     - 1953     MONUMENTED       CGS
 GZ2308  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GZ2308
 GZ2308                          STATION DESCRIPTION
 GZ2308
 GZ2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2308'1.1 MI NE FROM CECILIA.
 GZ2308'1.1 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GZ2308'STATION AT CECILIA, 23 FEET NORTHWEST OF THE NORTHWEST RAIL, 149
 GZ2308'FEET WEST AND ACROSS THE TRACK FROM MILE POST 1, 29 FEET NORTH OF
 GZ2308'THE CENTER OF A FARM ROAD CROSSING, 20 FEET NORTHEAST OF THE
 GZ2308'CENTER LINE OF THE FARM ROAD, 12 FEET WEST OF POLE 2192, 7 FEET
 GZ2308'SOUTHEAST OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 GZ2308'POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE
 GZ2308'POST PROJECTING 4 INCHES.
 GZ2308
 GZ2308                          STATION RECOVERY (1988)
 GZ2308
 GZ2308'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 GZ2308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1931 ***********************************************************************
 GZ1931  DESIGNATION -  L 343
 GZ1931  PID         -  GZ1931
 GZ1931  STATE/COUNTY-  KY/HART
 GZ1931  USGS QUAD   -  HORSE CAVE (1966)
 GZ1931
 GZ1931                         *CURRENT SURVEY CONTROL
 GZ1931  ___________________________________________________________________
 GZ1931* NAD 83(1986)-  37 10 39.     (N)    085 54 36.     (W)     SCALED    
 GZ1931* NAVD 88     -       193.208  (meters)     633.88   (feet)  ADJUSTED  
 GZ1931  ___________________________________________________________________
 GZ1931  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GZ1931  DYNAMIC HT  -         193.056 (meters)     633.38  (feet)  COMP
 GZ1931  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 GZ1931
 GZ1931  VERT ORDER  -  FIRST     CLASS II
 GZ1931
 GZ1931.The horizontal coordinates were scaled from a topographic map and have
 GZ1931.an estimated accuracy of +/- 6 seconds.
 GZ1931
 GZ1931.The orthometric height was determined by differential leveling
 GZ1931.and adjusted by the National Geodetic Survey in June 1991..
 GZ1931
 GZ1931.The geoid height was determined by GEOID03.
 GZ1931
 GZ1931.The dynamic height is computed by dividing the NAVD 88
 GZ1931.geopotential number by the normal gravity value computed on the
 GZ1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1931.degrees latitude (g = 980.6199 gals.).
 GZ1931
 GZ1931.The modeled gravity was interpolated from observed gravity values.
 GZ1931
 GZ1931;                    North         East    Units  Estimated Accuracy
 GZ1931;SPC KY1Z     - 1,093,700.    1,485,790.      MT  (+/- 180 meters Scaled)
 GZ1931
 GZ1931                          SUPERSEDED SURVEY CONTROL
 GZ1931
 GZ1931  NGVD 29 (??/??/92)  193.326  (m)          634.27   (f) ADJ UNCH    1 2
 GZ1931
 GZ1931.Superseded values are not recommended for survey control.
 GZ1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1931.See file dsdata.txt to determine how the superseded data were derived.
 GZ1931
 GZ1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG967151(NAD 83)
 GZ1931_MARKER: DB = BENCH MARK DISK
 GZ1931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1931_SP_SET: WATER TANK FOUNDATION
 GZ1931_STAMPING: L 343 1953
 GZ1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1931
 GZ1931  HISTORY     - Date     Condition        Report By
 GZ1931  HISTORY     - 1953     MONUMENTED       CGS
 GZ1931
 GZ1931                          STATION DESCRIPTION
 GZ1931
 GZ1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ1931'AT HORSE CAVE.
 GZ1931'AT HORSE CAVE, ABOUT 0.3 MILE SOUTHWEST ALONG THE LOUISVILLE
 GZ1931'AND NASHVILLE RAILROAD FROM THE STATION, ABOUT 0.15 MILE
 GZ1931'NORTHEAST OF MILE POST 81, AT THE CROSSING OF SHELLY STREET,
 GZ1931'74 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, IN THE
 GZ1931'TOP OF THE SOUTHWEST EDGE OF A CIRCULAR CONCRETE FOUNDATION
 GZ1931'OF A 15-FOOT HIGH CITY WATER TANK, DIRECTLY BELOW A VERTICAL
 GZ1931'RIVITED SEAM ON SOUTHWEST SIDE OF TANK, 22 FEET NORTHEAST OF
 GZ1931'CENTER LINE OF SHELLY STREET AND ABOUT 1 FOOT ABOVE LEVEL OF
 GZ1931'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1520 ***********************************************************************
 GZ1520  DESIGNATION -  L 344
 GZ1520  PID         -  GZ1520
 GZ1520  STATE/COUNTY-  KY/ADAIR
 GZ1520  USGS QUAD   -  GRADYVILLE (1973)
 GZ1520
 GZ1520                         *CURRENT SURVEY CONTROL
 GZ1520  ___________________________________________________________________
 GZ1520* NAD 83(1986)-  37 00 38.     (N)    085 29 10.     (W)     SCALED    
 GZ1520* NAVD 88     -       226.635  (meters)     743.55   (feet)  ADJUSTED  
 GZ1520  ___________________________________________________________________
 GZ1520  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GZ1520  DYNAMIC HT  -         226.454 (meters)     742.96  (feet)  COMP
 GZ1520  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 GZ1520
 GZ1520  VERT ORDER  -  FIRST     CLASS I
 GZ1520
 GZ1520.The horizontal coordinates were scaled from a topographic map and have
 GZ1520.an estimated accuracy of +/- 6 seconds.
 GZ1520
 GZ1520.The orthometric height was determined by differential leveling
 GZ1520.and adjusted by the National Geodetic Survey in June 1991..
 GZ1520
 GZ1520.The geoid height was determined by GEOID03.
 GZ1520
 GZ1520.The dynamic height is computed by dividing the NAVD 88
 GZ1520.geopotential number by the normal gravity value computed on the
 GZ1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1520.degrees latitude (g = 980.6199 gals.).
 GZ1520
 GZ1520.The modeled gravity was interpolated from observed gravity values.
 GZ1520
 GZ1520;                    North         East    Units  Estimated Accuracy
 GZ1520;SPC KY1Z     - 1,075,200.    1,523,490.      MT  (+/- 180 meters Scaled)
 GZ1520
 GZ1520                          SUPERSEDED SURVEY CONTROL
 GZ1520
 GZ1520  NGVD 29 (??/??/92)  226.793  (m)          744.07   (f) ADJ UNCH    1 1
 GZ1520
 GZ1520.Superseded values are not recommended for survey control.
 GZ1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1520.See file dsdata.txt to determine how the superseded data were derived.
 GZ1520
 GZ1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF346971(NAD 83)
 GZ1520_MARKER: DB = BENCH MARK DISK
 GZ1520_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ1520_SP_SET: CULVERT HEADWALL
 GZ1520_STAMPING: L 344 1953 744.070
 GZ1520_MARK LOGO: CGS   
 GZ1520_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1520+STABILITY: SURFACE MOTION
 GZ1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1520+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 GZ1520
 GZ1520  HISTORY     - Date     Condition        Report By
 GZ1520  HISTORY     - 1953     MONUMENTED       CGS
 GZ1520  HISTORY     - 1968     GOOD             NGS
 GZ1520  HISTORY     - 19931101 GOOD             KYDT
 GZ1520  HISTORY     - 20050824 GOOD             KYTC
 GZ1520
 GZ1520                          STATION DESCRIPTION
 GZ1520
 GZ1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1520'9.4 MI NE FROM EDMONTON.
 GZ1520'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY
 GZ1520'80 FROM THE METCALFE COUNTY COURTHOUSE AT EDMONTON, THENCE 8.95
 GZ1520'MILES NORTHEAST ALONG STATE HIGHWAY 80, SET IN THE TOP OF THE
 GZ1520'WEST END OF THE SOUTH CONCRETE HEADWALL OF A BOX CULVERT UNDER
 GZ1520'THE HIGHWAY, 18 FEET SOUTH OF THE CENTERLINE AND ABOUT 1 FOOT
 GZ1520'BELOW THE LEVEL OF THE HIGHWAY.
 GZ1520
 GZ1520                          STATION RECOVERY (1993)
 GZ1520
 GZ1520'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1520'1.9 MILES (3.1 KM) SOUTHWEST OF WEED ALONG KY HIGHWAY 80 FROM JUNCTION
 GZ1520'OF KENTUCKY HIGHWAY 768 TO THE EAST, ABOUT 1000 FEET (304.8 M) SOUTH
 GZ1520'OF CUMBERLAND PARKWAY OVERPASS, 18 FEET (5.5 M) SOUTH OF CENTERLINE OF
 GZ1520'HIGHWAY, IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A 10 FOOT
 GZ1520'(3.0 M) CONCRETE BOX CULVERT ABOUT 1 FOOT (0.3 M) BELOW LEVEL OF
 GZ1520'HIGHWAY.
 GZ1520
 GZ1520                          STATION RECOVERY (2005)
 GZ1520
 GZ1520'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1520'MARK IS 0.5 FOOT EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0151 ***********************************************************************
 HA0151  DESIGNATION -  L 345
 HA0151  PID         -  HA0151
 HA0151  STATE/COUNTY-  KY/WARREN
 HA0151  USGS QUAD   -  SMITHS GROVE (1994)
 HA0151
 HA0151                         *CURRENT SURVEY CONTROL
 HA0151  ___________________________________________________________________
 HA0151* NAD 83(1986)-  37 02 47.     (N)    086 13 51.     (W)     SCALED    
 HA0151* NAVD 88     -       187.920  (meters)     616.53   (feet)  ADJUSTED  
 HA0151  ___________________________________________________________________
 HA0151  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HA0151  DYNAMIC HT  -         187.774 (meters)     616.06  (feet)  COMP
 HA0151  MODELED GRAV-     979,850.8   (mgal)                       NAVD 88
 HA0151
 HA0151  VERT ORDER  -  FIRST     CLASS I
 HA0151
 HA0151.The horizontal coordinates were scaled from a topographic map and have
 HA0151.an estimated accuracy of +/- 6 seconds.
 HA0151
 HA0151.The orthometric height was determined by differential leveling
 HA0151.and adjusted by the National Geodetic Survey in June 1991..
 HA0151
 HA0151.The geoid height was determined by GEOID03.
 HA0151
 HA0151.The dynamic height is computed by dividing the NAVD 88
 HA0151.geopotential number by the normal gravity value computed on the
 HA0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0151.degrees latitude (g = 980.6199 gals.).
 HA0151
 HA0151.The modeled gravity was interpolated from observed gravity values.
 HA0151
 HA0151;                    North         East    Units  Estimated Accuracy
 HA0151;SPC KY1Z     - 1,079,250.    1,457,230.      MT  (+/- 180 meters Scaled)
 HA0151
 HA0151                          SUPERSEDED SURVEY CONTROL
 HA0151
 HA0151  NGVD 29 (??/??/92)  188.033  (m)          616.90   (f) ADJ UNCH    1 1
 HA0151
 HA0151.Superseded values are not recommended for survey control.
 HA0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0151.See file dsdata.txt to determine how the superseded data were derived.
 HA0151
 HA0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG683002(NAD 83)
 HA0151_MARKER: DB = BENCH MARK DISK
 HA0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0151_STAMPING: L 345 1953
 HA0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0151+STABILITY: SURFACE MOTION
 HA0151
 HA0151  HISTORY     - Date     Condition        Report By
 HA0151  HISTORY     - 1953     MONUMENTED       CGS
 HA0151  HISTORY     - 1968     GOOD             NGS
 HA0151
 HA0151                          STATION DESCRIPTION
 HA0151
 HA0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0151'1.1 MI E FROM OAKLAND.
 HA0151'ABOUT 1.1 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0151'FROM THE POST OFFICE AT OAKLAND, OR ABOUT 1.3 MILES WEST ALONG
 HA0151'THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE CROSSING OF THE
 HA0151'RAILROAD AND STATE HIGHWAY 101 AT SMITHS GROVE, 385 YARDS WEST
 HA0151'OF MILEPOST 101, 29 FEET SOUTH OF THE SOUTH RAIL, 42 FEET
 HA0151'SOUTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 HA0151'TRAIL ROAD, 62 FEET EAST OF A TELEPHONE POLE, 28 FEET EAST OF
 HA0151'THE CENTER OF A WIRE GATE, 1 FOOT NORTH OF A FENCE, 1.0 FOOT
 HA0151'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 HA0151'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0988 ***********************************************************************
 GC0988  DESIGNATION -  L 346
 GC0988  PID         -  GC0988
 GC0988  STATE/COUNTY-  KY/WARREN
 GC0988  USGS QUAD   -  ROCKFIELD (1979)
 GC0988
 GC0988                         *CURRENT SURVEY CONTROL
 GC0988  ___________________________________________________________________
 GC0988* NAD 83(1986)-  36 56 10.     (N)    086 30 14.     (W)     SCALED    
 GC0988* NAVD 88     -       175.625  (meters)     576.20   (feet)  ADJUSTED  
 GC0988  ___________________________________________________________________
 GC0988  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GC0988  DYNAMIC HT  -         175.488 (meters)     575.75  (feet)  COMP
 GC0988  MODELED GRAV-     979,843.0   (mgal)                       NAVD 88
 GC0988
 GC0988  VERT ORDER  -  FIRST     CLASS I
 GC0988
 GC0988.The horizontal coordinates were scaled from a topographic map and have
 GC0988.an estimated accuracy of +/- 6 seconds.
 GC0988
 GC0988.The orthometric height was determined by differential leveling
 GC0988.and adjusted by the National Geodetic Survey in June 1991..
 GC0988
 GC0988.The geoid height was determined by GEOID03.
 GC0988
 GC0988.The dynamic height is computed by dividing the NAVD 88
 GC0988.geopotential number by the normal gravity value computed on the
 GC0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0988.degrees latitude (g = 980.6199 gals.).
 GC0988
 GC0988.The modeled gravity was interpolated from observed gravity values.
 GC0988
 GC0988;                    North         East    Units  Estimated Accuracy
 GC0988;SPC KY1Z     - 1,067,170.    1,432,840.      MT  (+/- 180 meters Scaled)
 GC0988
 GC0988                          SUPERSEDED SURVEY CONTROL
 GC0988
 GC0988  NGVD 29 (??/??/92)  175.758  (m)          576.63   (f) ADJ UNCH    1 1
 GC0988
 GC0988.Superseded values are not recommended for survey control.
 GC0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0988.See file dsdata.txt to determine how the superseded data were derived.
 GC0988
 GC0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF441879(NAD 83)
 GC0988_MARKER: DB = BENCH MARK DISK
 GC0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0988_STAMPING: L 346 1954
 GC0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0988+STABILITY: SURFACE MOTION
 GC0988
 GC0988  HISTORY     - Date     Condition        Report By
 GC0988  HISTORY     - 1954     MONUMENTED       CGS
 GC0988  HISTORY     - 1968     GOOD             NGS
 GC0988  HISTORY     - 20030708 MARK NOT FOUND   KYDT
 GC0988
 GC0988                          STATION DESCRIPTION
 GC0988
 GC0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0988'3.9 MI NE FROM ROCKFIELD.
 GC0988'ABOUT 3.9 MI NE ALONG THE LOUISVILLE AND NASHVILLE RR FROM THE
 GC0988'POST OFFICE AT ROCKFIELD, OR ABOUT 6.05 MI SW ALONG THE
 GC0988'LOUISVILLE AND NASHVILLE RR FROM THE STATION AT BOWLING GREEN,
 GC0988'0.15 MI SW OF MILEPOST 119, 0.15 MI NE OF A CROSSING OF THE RR
 GC0988'AND A POWER LINE, 0.1 MI SE OF THE SE END OF A METAL BARN, 30
 GC0988'FT NW OF THE NW RAIL, 94 FT NE OF A CORNER FENCE POST, 1 FOOT
 GC0988'SE OF A FENCE, 1.0 FOOT SE OF A METAL WITNESS POST, ABOUT LEVEL
 GC0988'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GC0988'PROJECTS 3 IN ABOVE THE SURFACE OF THE GROUND.
 GC0988
 GC0988                          STATION RECOVERY (2003)
 GC0988
 GC0988'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0937 ***********************************************************************
 GC0937  DESIGNATION -  L 347
 GC0937  PID         -  GC0937
 GC0937  STATE/COUNTY-  KY/LOGAN
 GC0937  USGS QUAD   -  DENNIS (1983)
 GC0937
 GC0937                         *CURRENT SURVEY CONTROL
 GC0937  ___________________________________________________________________
 GC0937* NAD 83(1986)-  36 50 10.     (N)    086 48 28.     (W)     SCALED    
 GC0937* NAVD 88     -       187.377  (meters)     614.75   (feet)  ADJUSTED  
 GC0937  ___________________________________________________________________
 GC0937  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GC0937  DYNAMIC HT  -         187.228 (meters)     614.26  (feet)  COMP
 GC0937  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 GC0937
 GC0937  VERT ORDER  -  FIRST     CLASS I
 GC0937
 GC0937.The horizontal coordinates were scaled from a topographic map and have
 GC0937.an estimated accuracy of +/- 6 seconds.
 GC0937
 GC0937.The orthometric height was determined by differential leveling
 GC0937.and adjusted by the National Geodetic Survey in June 1991..
 GC0937
 GC0937.The geoid height was determined by GEOID03.
 GC0937
 GC0937.The dynamic height is computed by dividing the NAVD 88
 GC0937.geopotential number by the normal gravity value computed on the
 GC0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0937.degrees latitude (g = 980.6199 gals.).
 GC0937
 GC0937.The modeled gravity was interpolated from observed gravity values.
 GC0937
 GC0937;                    North         East    Units  Estimated Accuracy
 GC0937;SPC KY1Z     - 1,056,340.    1,405,640.      MT  (+/- 180 meters Scaled)
 GC0937
 GC0937                          SUPERSEDED SURVEY CONTROL
 GC0937
 GC0937  NGVD 29 (??/??/92)  187.489  (m)          615.12   (f) ADJ UNCH    1 1
 GC0937
 GC0937.Superseded values are not recommended for survey control.
 GC0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0937.See file dsdata.txt to determine how the superseded data were derived.
 GC0937
 GC0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF171767(NAD 83)
 GC0937_MARKER: DB = BENCH MARK DISK
 GC0937_SETTING: 66 = SET IN ROCK OUTCROP
 GC0937_SP_SET: ROCK OUTCROP
 GC0937_STAMPING: L 347 1954
 GC0937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0937+STABILITY: POSITION/ELEVATION WELL
 GC0937
 GC0937  HISTORY     - Date     Condition        Report By
 GC0937  HISTORY     - 1954     MONUMENTED       CGS
 GC0937  HISTORY     - 1968     GOOD             NGS
 GC0937
 GC0937                          STATION DESCRIPTION
 GC0937
 GC0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0937'5.6 MI SW FROM AUBURN.
 GC0937'ABOUT 5.65 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0937'RAILROAD FROM THE AUBURN HIGH SCHOOL AT AUBURN, OR ABOUT 6.0
 GC0937'MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0937'THE STATION AT RUSSELLVILLE, 0.35 MILE EAST OF MILEPOST 138,
 GC0937'0.1 MILE NORTHWEST OF THE MUDDY RIVER, 60 YARDS EAST OF A
 GC0937'CROSSING OF THE RAILROAD AND A POWER LINE, 268 FEET WEST OF THE
 GC0937'CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, SET IN
 GC0937'THE TOP OF AN IRREGULAR SHAPED ROCK OUTCROP WHICH PROJECTS
 GC0937'3 FEET ABOVE THE SURFACE OF THE GROUND, 26 1/2 FEET NORTH OF THE
 GC0937'NORTH RAIL, 5 FEET NORTH OF A FENCE, AND ABOUT 2 FEET BELOW
 GC0937'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1158 ***********************************************************************
 GC1158  DESIGNATION -  L 348
 GC1158  PID         -  GC1158
 GC1158  STATE/COUNTY-  KY/TODD
 GC1158  USGS QUAD   -  GUTHRIE (1983)
 GC1158
 GC1158                         *CURRENT SURVEY CONTROL
 GC1158  ___________________________________________________________________
 GC1158* NAD 83(1986)-  36 40 08.     (N)    087 08 00.     (W)     SCALED    
 GC1158* NAVD 88     -       170.338  (meters)     558.85   (feet)  ADJUSTED  
 GC1158  ___________________________________________________________________
 GC1158  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC1158  DYNAMIC HT  -         170.201 (meters)     558.40  (feet)  COMP
 GC1158  MODELED GRAV-     979,824.7   (mgal)                       NAVD 88
 GC1158
 GC1158  VERT ORDER  -  FIRST     CLASS II
 GC1158
 GC1158.The horizontal coordinates were scaled from a topographic map and have
 GC1158.an estimated accuracy of +/- 6 seconds.
 GC1158
 GC1158.The orthometric height was determined by differential leveling
 GC1158.and adjusted by the National Geodetic Survey in June 1991..
 GC1158
 GC1158.The geoid height was determined by GEOID03.
 GC1158
 GC1158.The dynamic height is computed by dividing the NAVD 88
 GC1158.geopotential number by the normal gravity value computed on the
 GC1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1158.degrees latitude (g = 980.6199 gals.).
 GC1158
 GC1158.The modeled gravity was interpolated from observed gravity values.
 GC1158
 GC1158;                    North         East    Units  Estimated Accuracy
 GC1158;SPC KY1Z     - 1,038,160.    1,376,320.      MT  (+/- 180 meters Scaled)
 GC1158
 GC1158                          SUPERSEDED SURVEY CONTROL
 GC1158
 GC1158  NGVD 29 (??/??/92)  170.419  (m)          559.12   (f) ADJ UNCH    1 2
 GC1158
 GC1158.Superseded values are not recommended for survey control.
 GC1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1158.See file dsdata.txt to determine how the superseded data were derived.
 GC1158
 GC1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF880581(NAD 83)
 GC1158_MARKER: DB = BENCH MARK DISK
 GC1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1158_STAMPING: L 348 1954
 GC1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1158+STABILITY: SURFACE MOTION
 GC1158
 GC1158  HISTORY     - Date     Condition        Report By
 GC1158  HISTORY     - 1954     MONUMENTED       CGS
 GC1158  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1158
 GC1158                          STATION DESCRIPTION
 GC1158
 GC1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1158'2.2 MI NE FROM GUTHRIE.
 GC1158'2.2 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1158'FROM THE STATION AT GUTHRIE, ABOUT 481 YARDS NORTHEAST OF MILE
 GC1158'POST 162, ABOUT 241 YARDS SOUTHWEST OF CROSSING OF A GRAVEL ROAD
 GC1158'AT HADENVILLE, 28 FEET SOUTHEAST OF SOUTHEAST RAIL, 1 FOOT
 GC1158'NORTHWEST OF A FENCE LINE, 80 FEET SOUTHWEST OF THE FOURTH
 GC1158'TELEPHONE POLE SOUTHWEST OF CROSSING, 113 FEET NORTH OF NORTHEAST
 GC1158'CORNER OF AN IRON FENCE AROUND A SMALL CEMETERY WHICH IS IN AN
 GC1158'OPEN PASTURE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 GC1158'ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 GC1158'POST PROJECTING 5 INCHES.
 GC1158
 GC1158                          STATION RECOVERY (1984)
 GC1158
 GC1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1158'SEARCHED FOR BUT NOT RECOVERED, A FARMERS FIELD HAS BEEN EXTENDED TO
 GC1158'INCLUDE THE AREA OF THE MARK, NO POST COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1441 ***********************************************************************
 HZ1441  DESIGNATION -  L 349
 HZ1441  PID         -  HZ1441
 HZ1441  STATE/COUNTY-  KY/JEFFERSON
 HZ1441  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1441
 HZ1441                         *CURRENT SURVEY CONTROL
 HZ1441  ___________________________________________________________________
 HZ1441* NAD 83(1986)-  38 14 44.     (N)    085 33 55.     (W)     SCALED    
 HZ1441* NAVD 88     -       206.312  (meters)     676.88   (feet)  ADJUSTED  
 HZ1441  ___________________________________________________________________
 HZ1441  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1441  DYNAMIC HT  -         206.173 (meters)     676.42  (feet)  COMP
 HZ1441  MODELED GRAV-     979,947.6   (mgal)                       NAVD 88
 HZ1441
 HZ1441  VERT ORDER  -  FIRST     CLASS II
 HZ1441
 HZ1441.The horizontal coordinates were scaled from a topographic map and have
 HZ1441.an estimated accuracy of +/- 6 seconds.
 HZ1441
 HZ1441.The orthometric height was determined by differential leveling
 HZ1441.and adjusted by the National Geodetic Survey in June 1991..
 HZ1441
 HZ1441.The geoid height was determined by GEOID03.
 HZ1441
 HZ1441.The dynamic height is computed by dividing the NAVD 88
 HZ1441.geopotential number by the normal gravity value computed on the
 HZ1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1441.degrees latitude (g = 980.6199 gals.).
 HZ1441
 HZ1441.The modeled gravity was interpolated from observed gravity values.
 HZ1441
 HZ1441;                    North         East    Units  Estimated Accuracy
 HZ1441;SPC KY1Z     - 1,212,240.    1,516,170.      MT  (+/- 180 meters Scaled)
 HZ1441
 HZ1441                          SUPERSEDED SURVEY CONTROL
 HZ1441
 HZ1441  NGVD 29 (??/??/92)  206.464  (m)          677.37   (f) ADJ UNCH    1 2
 HZ1441
 HZ1441.Superseded values are not recommended for survey control.
 HZ1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1441.See file dsdata.txt to determine how the superseded data were derived.
 HZ1441
 HZ1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH255340(NAD 83)
 HZ1441_MARKER: DB = BENCH MARK DISK
 HZ1441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1441_SP_SET: CULVERT
 HZ1441_STAMPING: L349 1954
 HZ1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1441
 HZ1441  HISTORY     - Date     Condition        Report By
 HZ1441  HISTORY     - 1954     MONUMENTED       CGS
 HZ1441  HISTORY     - 1960     GOOD             PAS
 HZ1441  HISTORY     - 1966     GOOD             NGS
 HZ1441  HISTORY     - 1981     GOOD             KYDT
 HZ1441  HISTORY     - 19930505 GOOD             WOOLPT
 HZ1441
 HZ1441                          STATION DESCRIPTION
 HZ1441
 HZ1441'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1441'1.2 MI W FROM MIDDLETOWN.
 HZ1441'1.25 MILES WEST ALONG U.S. HIGHWAY 60 AND 460 FROM THE BANK OF
 HZ1441'MIDDLETOWN AT MIDDLETOWN, 0.1 MILE WEST OF DORSEY SCHOOL WHICH IS
 HZ1441'SOUTH OF HIGHWAY, IN THE TOP OF THE EAST END OF THE NORTH
 HZ1441'HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT, 26 1/2 FEET NORTH OF
 HZ1441'CENTERLINE OF WEST BOUND TRAFFIC LANE OF HIGHWAY, 136 FEET WEST
 HZ1441'OF CENTERLINE OF DORSEY LANE LEADING NORTH OF ANCHORAGE, 47
 HZ1441'FEET EAST OF POWER POLE NO. P 7 - 17 AND ABOUT 2 1/2 FEET BELOW
 HZ1441'LEVEL OF HIGHWAY.
 HZ1441
 HZ1441                          STATION RECOVERY (1966)
 HZ1441
 HZ1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HZ1441'RECOVERED IN GOOD CONDITION.
 HZ1441
 HZ1441                          STATION RECOVERY (1981)
 HZ1441
 HZ1441'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ1441'RECOVERED IN GOOD CONDITION.
 HZ1441
 HZ1441                          STATION RECOVERY (1993)
 HZ1441
 HZ1441'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993
 HZ1441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0657 ***********************************************************************
 HZ0657  DESIGNATION -  L 35
 HZ0657  PID         -  HZ0657
 HZ0657  STATE/COUNTY-  KY/GRANT
 HZ0657  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0657
 HZ0657                         *CURRENT SURVEY CONTROL
 HZ0657  ___________________________________________________________________
 HZ0657* NAD 83(1986)-  38 38 31.     (N)    084 32 02.     (W)     SCALED    
 HZ0657* NAVD 88     -       291.762  (meters)     957.22   (feet)  ADJUSTED  
 HZ0657  ___________________________________________________________________
 HZ0657  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0657  DYNAMIC HT  -         291.563 (meters)     956.57  (feet)  COMP
 HZ0657  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 HZ0657
 HZ0657  VERT ORDER  -  FIRST     CLASS II
 HZ0657
 HZ0657.The horizontal coordinates were scaled from a topographic map and have
 HZ0657.an estimated accuracy of +/- 6 seconds.
 HZ0657
 HZ0657.The orthometric height was determined by differential leveling
 HZ0657.and adjusted by the National Geodetic Survey in June 1991..
 HZ0657.WARNING-Repeat measurements at this control monument indicate possible
 HZ0657.vertical movement.
 HZ0657
 HZ0657.The geoid height was determined by GEOID03.
 HZ0657
 HZ0657.The dynamic height is computed by dividing the NAVD 88
 HZ0657.geopotential number by the normal gravity value computed on the
 HZ0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0657.degrees latitude (g = 980.6199 gals.).
 HZ0657
 HZ0657.The modeled gravity was interpolated from observed gravity values.
 HZ0657
 HZ0657;                    North         East    Units  Estimated Accuracy
 HZ0657;SPC KY1Z     - 1,256,910.    1,605,870.      MT  (+/- 180 meters Scaled)
 HZ0657
 HZ0657                          SUPERSEDED SURVEY CONTROL
 HZ0657
 HZ0657  NGVD 29 (??/??/92)  291.937  (m)          957.80   (f) ADJ UNCH    1 2
 HZ0657
 HZ0657.Superseded values are not recommended for survey control.
 HZ0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0657.See file dsdata.txt to determine how the superseded data were derived.
 HZ0657
 HZ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH146799(NAD 83)
 HZ0657_MARKER: DB = BENCH MARK DISK
 HZ0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0657_STAMPING: L 35 1935
 HZ0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0657+STABILITY: SURFACE MOTION
 HZ0657
 HZ0657  HISTORY     - Date     Condition        Report By
 HZ0657  HISTORY     - 1935     MONUMENTED       CGS
 HZ0657  HISTORY     - 1950     GOOD             NGS
 HZ0657  HISTORY     - 20020930 MARK NOT FOUND   KYDT
 HZ0657
 HZ0657                          STATION DESCRIPTION
 HZ0657
 HZ0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ0657'1.7 MI E FROM WILLIAMSTOWN.
 HZ0657'1.7 MILES EAST ALONG STATE HIGHWAY 22 FROM THE COURT HOUSE AT
 HZ0657'WILLIAMSTOWN, AT THE JUNCTION OF A BLACK TOP ROAD LEADING NORTH
 HZ0657'(FAIRVIEW ROAD), 72 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HZ0657'19 FEET EAST OF THE CENTER LINE OF THE BLACK TOP ROAD, 2 FEET
 HZ0657'WEST OF A FENCE LINE, 4 FEET SOUTHWEST OF A 10-INCH LOCUST TREE
 HZ0657'IN A FENCE LINE, 15 FEET SOUTH OF THE SOUTH GATE POST OF A GATE
 HZ0657'TO A FIELD, 124 1/2 FEET SOUTHEAST AND ACROSS THE ROAD NORTH FROM
 HZ0657'THE SOUTHEAST CORNER OF A 1 1/2-STORY YELLOW BRICK HOUSE, ABOUT
 HZ0657'1/2 FOOT BELOW THE ROAD NORTH AND SET IN THE TOP OF A CONCRETE
 HZ0657'POST ABOUT FLUSH WITH THE GROUND.  NOTE-- MARK HAS APPARENTLY
 HZ0657'BEEN RUN OVER BY HEAVY EQUIPMENT.  THE DISK IS INDENTED AND THE TOP
 HZ0657'PORTION OF THE STAMPING IS BARELY LEGIBLE.
 HZ0657
 HZ0657                          STATION RECOVERY (2002)
 HZ0657
 HZ0657'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0657'CURRENT PROPERTY OWNER STATED THIS LOCATION WAS BULLDOZED/GRADED
 HZ0657'SEVERAL YEARS AGO, REFERRENCE DISTANCES PUT LOCATION IN CENTER OF
 HZ0657'DITCH, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1154 ***********************************************************************
 HZ1154  DESIGNATION -  L 350
 HZ1154  PID         -  HZ1154
 HZ1154  STATE/COUNTY-  KY/SHELBY
 HZ1154  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1154
 HZ1154                         *CURRENT SURVEY CONTROL
 HZ1154  ___________________________________________________________________
 HZ1154* NAD 83(1986)-  38 12 46.     (N)    085 14 43.     (W)     SCALED    
 HZ1154* NAVD 88     -       239.882  (meters)     787.01   (feet)  ADJUSTED  
 HZ1154  ___________________________________________________________________
 HZ1154  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ1154  DYNAMIC HT  -         239.713 (meters)     786.46  (feet)  COMP
 HZ1154  MODELED GRAV-     979,920.0   (mgal)                       NAVD 88
 HZ1154
 HZ1154  VERT ORDER  -  FIRST     CLASS II
 HZ1154
 HZ1154.The horizontal coordinates were scaled from a topographic map and have
 HZ1154.an estimated accuracy of +/- 6 seconds.
 HZ1154
 HZ1154.The orthometric height was determined by differential leveling
 HZ1154.and adjusted by the National Geodetic Survey in June 1991..
 HZ1154
 HZ1154.The geoid height was determined by GEOID03.
 HZ1154
 HZ1154.The dynamic height is computed by dividing the NAVD 88
 HZ1154.geopotential number by the normal gravity value computed on the
 HZ1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1154.degrees latitude (g = 980.6199 gals.).
 HZ1154
 HZ1154.The modeled gravity was interpolated from observed gravity values.
 HZ1154
 HZ1154;                    North         East    Units  Estimated Accuracy
 HZ1154;SPC KY1Z     - 1,208,710.    1,544,200.      MT  (+/- 180 meters Scaled)
 HZ1154
 HZ1154                          SUPERSEDED SURVEY CONTROL
 HZ1154
 HZ1154  NGVD 29 (??/??/92)  240.030  (m)          787.50   (f) ADJ UNCH    1 2
 HZ1154
 HZ1154.Superseded values are not recommended for survey control.
 HZ1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1154.See file dsdata.txt to determine how the superseded data were derived.
 HZ1154
 HZ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH536308(NAD 83)
 HZ1154_MARKER: DB = BENCH MARK DISK
 HZ1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1154_STAMPING: L 350 1954
 HZ1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1154+STABILITY: SURFACE MOTION
 HZ1154
 HZ1154  HISTORY     - Date     Condition        Report By
 HZ1154  HISTORY     - 1954     MONUMENTED       CGS
 HZ1154
 HZ1154                          STATION DESCRIPTION
 HZ1154
 HZ1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1154'1.6 MI W FROM SHELBYVILLE.
 HZ1154'ABOUT 1.6 MILES WEST ALONG U.S. HIGHWAY 60 AND 460 FROM THE COURT
 HZ1154'HOUSE AT SHELBYVILLE, IN THE NORTHWEST POINT OF TRIANGLE FORMED
 HZ1154'BY THE JUNCTION OF STATE HIGHWAY 55 LEADING SOUTH, 43 1/2 FEET
 HZ1154'SOUTH OF CENTER LINE OF EAST BOUND TRAFFIC LANE OF HIGHWAY 60
 HZ1154'AND 460, 118 FEET WEST OF CENTER LINE OF HIGHWAY 55 WHICH PASSES
 HZ1154'THRU CENTER OF TRIANGLE, 85 FEET WEST-NORTHWEST OF CENTER OF A
 HZ1154'WELL WITH STONE CURBING, 28 1/2 FEET NORTHEAST OF CENTER LINE OF
 HZ1154'HIGHWAY 55 ALONG SOUTHWEST SIDE OF TRIANGLE, 15 1/2 FEET EAST OF
 HZ1154'SOUTHEAST END OF NORTHEAST HEAD WALL OF AN 18-INCH PIPE CULVERT
 HZ1154'UNDER HIGHWAY 55 ON SOUTHWEST SIDE OF TRIANGLE, 2 FEET NORTH OF A
 HZ1154'WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY
 HZ1154'60 AND 460 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HZ1154'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2571 ***********************************************************************
 HZ2571  DESIGNATION -  L 350 RESET
 HZ2571  PID         -  HZ2571
 HZ2571  STATE/COUNTY-  KY/SHELBY
 HZ2571  USGS QUAD   -  SHELBYVILLE (1993)
 HZ2571
 HZ2571                         *CURRENT SURVEY CONTROL
 HZ2571  ___________________________________________________________________
 HZ2571* NAD 83(1986)-  38 12 46.     (N)    085 14 43.     (W)     SCALED    
 HZ2571* NAVD 88     -       236.42   (meters)     775.7    (feet)  RESET     
 HZ2571  ___________________________________________________________________
 HZ2571  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ2571
 HZ2571  VERT ORDER  -  THIRD
 HZ2571
 HZ2571.The horizontal coordinates were scaled from a topographic map and have
 HZ2571.an estimated accuracy of +/- 6 seconds.
 HZ2571
 HZ2571.The orthometric height was computed from unverified reset data.
 HZ2571.No vertical observational check was made to the station.
 HZ2571
 HZ2571.The geoid height was determined by GEOID03.
 HZ2571
 HZ2571;                    North         East    Units  Estimated Accuracy
 HZ2571;SPC KY1Z     - 1,208,710.    1,544,200.      MT  (+/- 180 meters Scaled)
 HZ2571
 HZ2571                          SUPERSEDED SURVEY CONTROL
 HZ2571
 HZ2571  NGVD 29 (10/08/05)  236.56   (m)          776.1    (f) RESET       3  
 HZ2571
 HZ2571.Superseded values are not recommended for survey control.
 HZ2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2571.See file dsdata.txt to determine how the superseded data were derived.
 HZ2571
 HZ2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH536308(NAD 83)
 HZ2571_MARKER: DB = BENCH MARK DISK
 HZ2571_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HZ2571+WITH SETTING: PAVEMENT
 HZ2571_SP_SET: CATCH BASIN
 HZ2571_STAMPING: L 350 RESET 1984
 HZ2571_MARK LOGO: NGS   
 HZ2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2571+STABILITY: SURFACE MOTION
 HZ2571
 HZ2571  HISTORY     - Date     Condition        Report By
 HZ2571  HISTORY     - 1984     MONUMENTED       NGS
 HZ2571
 HZ2571                          STATION DESCRIPTION
 HZ2571
 HZ2571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HZ2571'2.6 KM (1.60 MI) WEST FROM SHELBYVILLE.
 HZ2571'2.6 KM (1.60 MI) WEST ON US HIGHWAY 60 AND 460 FROM THE COURTHOUSE IN
 HZ2571'SHELBYVILLE, ABOUT 90 M (295.3 FT) EAST OF THE JUNCTION WITH OLD
 HZ2571'FINCHBURG ROAD (FORMERLY STATE ROUTE 55) LEADING SOUTH, SET IN THE
 HZ2571'BASE OF A CONCRETE CATCH BASIN, 8.8 M (28.9 FT) NORTH OF THE
 HZ2571'CENTERLINE OF WESTBOUND US 60 AND 460, 1.2 M (3.9 FT) SOUTHEAST OF
 HZ2571'POWER POLE NUMBER 41, 0.5 M (1.6 FT) NORTH OF THE CENTER OF THE CATCH
 HZ2571'BASIN AND BETWEEN HOUSES NUMBERED 1725 AND 1727.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1077 ***********************************************************************
 HZ1077  DESIGNATION -  L 351
 HZ1077  PID         -  HZ1077
 HZ1077  STATE/COUNTY-  KY/OLDHAM
 HZ1077  USGS QUAD   -  LA GRANGE (1993)
 HZ1077
 HZ1077                         *CURRENT SURVEY CONTROL
 HZ1077  ___________________________________________________________________
 HZ1077* NAD 83(1986)-  38 27 39.     (N)    085 26 21.     (W)     SCALED    
 HZ1077* NAVD 88     -       159.916  (meters)     524.66   (feet)  ADJUSTED  
 HZ1077  ___________________________________________________________________
 HZ1077  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ1077  DYNAMIC HT  -         159.810 (meters)     524.31  (feet)  COMP
 HZ1077  MODELED GRAV-     979,961.0   (mgal)                       NAVD 88
 HZ1077
 HZ1077  VERT ORDER  -  FIRST     CLASS II
 HZ1077
 HZ1077.The horizontal coordinates were scaled from a topographic map and have
 HZ1077.an estimated accuracy of +/- 6 seconds.
 HZ1077
 HZ1077.The orthometric height was determined by differential leveling
 HZ1077.and adjusted by the National Geodetic Survey in June 1991..
 HZ1077
 HZ1077.The geoid height was determined by GEOID03.
 HZ1077
 HZ1077.The dynamic height is computed by dividing the NAVD 88
 HZ1077.geopotential number by the normal gravity value computed on the
 HZ1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1077.degrees latitude (g = 980.6199 gals.).
 HZ1077
 HZ1077.The modeled gravity was interpolated from observed gravity values.
 HZ1077
 HZ1077;                    North         East    Units  Estimated Accuracy
 HZ1077;SPC KY1Z     - 1,236,170.    1,527,130.      MT  (+/- 180 meters Scaled)
 HZ1077
 HZ1077                          SUPERSEDED SURVEY CONTROL
 HZ1077
 HZ1077  NGVD 29 (??/??/92)  160.079  (m)          525.19   (f) ADJ UNCH    1 2
 HZ1077
 HZ1077.Superseded values are not recommended for survey control.
 HZ1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1077.See file dsdata.txt to determine how the superseded data were derived.
 HZ1077
 HZ1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH361581(NAD 83)
 HZ1077_MARKER: DB = BENCH MARK DISK
 HZ1077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1077_SP_SET: ABUTMENT
 HZ1077_STAMPING: L 351 1954
 HZ1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1077
 HZ1077  HISTORY     - Date     Condition        Report By
 HZ1077  HISTORY     - 1954     MONUMENTED       CGS
 HZ1077  HISTORY     - 1963     GOOD             NGS
 HZ1077
 HZ1077                          STATION DESCRIPTION
 HZ1077
 HZ1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1077'2.7 MI SE FROM WESTPORT.
 HZ1077'ABOUT 2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 1015 FROM UNION
 HZ1077'CHURCH AT WESTPORT, ABOUT 0.75 MILE NORTHWEST OF JUNCTION OF
 HZ1077'U.S. HIGHWAY 42, IN THE TOP OF NORTHEAST END OF NORTHWEST
 HZ1077'CONCRETE ABUTMENT OF A 33-FOOT CONCRETE BRIDGE OVER LATTIMER
 HZ1077'BRANCH, 14 FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT
 HZ1077'LEVEL WITH HIGHWAY.
 HZ1077
 HZ1077                          STATION RECOVERY (1963)
 HZ1077
 HZ1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0903 ***********************************************************************
 HZ0903  DESIGNATION -  L 352
 HZ0903  PID         -  HZ0903
 HZ0903  STATE/COUNTY-  KY/TRIMBLE
 HZ0903  USGS QUAD   -  MADISON WEST (1993)
 HZ0903
 HZ0903                         *CURRENT SURVEY CONTROL
 HZ0903  ___________________________________________________________________
 HZ0903* NAD 83(1986)-  38 42 04.     (N)    085 23 03.     (W)     SCALED    
 HZ0903* NAVD 88     -       257.652  (meters)     845.31   (feet)  ADJUSTED  
 HZ0903  ___________________________________________________________________
 HZ0903  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ0903  DYNAMIC HT  -         257.482 (meters)     844.76  (feet)  COMP
 HZ0903  MODELED GRAV-     979,963.4   (mgal)                       NAVD 88
 HZ0903
 HZ0903  VERT ORDER  -  FIRST     CLASS II
 HZ0903
 HZ0903.The horizontal coordinates were scaled from a topographic map and have
 HZ0903.an estimated accuracy of +/- 6 seconds.
 HZ0903
 HZ0903.The orthometric height was determined by differential leveling
 HZ0903.and adjusted by the National Geodetic Survey in June 1991..
 HZ0903
 HZ0903.The geoid height was determined by GEOID03.
 HZ0903
 HZ0903.The dynamic height is computed by dividing the NAVD 88
 HZ0903.geopotential number by the normal gravity value computed on the
 HZ0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0903.degrees latitude (g = 980.6199 gals.).
 HZ0903
 HZ0903.The modeled gravity was interpolated from observed gravity values.
 HZ0903
 HZ0903;                    North         East    Units  Estimated Accuracy
 HZ0903;SPC KY1Z     - 1,262,860.    1,531,820.      MT  (+/- 180 meters Scaled)
 HZ0903
 HZ0903                          SUPERSEDED SURVEY CONTROL
 HZ0903
 HZ0903  NGVD 29 (??/??/92)  257.821  (m)          845.87   (f) ADJ UNCH    1 2
 HZ0903
 HZ0903.Superseded values are not recommended for survey control.
 HZ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0903.See file dsdata.txt to determine how the superseded data were derived.
 HZ0903
 HZ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH405848(NAD 83)
 HZ0903_MARKER: DB = BENCH MARK DISK
 HZ0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0903_SP_SET: CULVERT
 HZ0903_STAMPING: L 352 1954
 HZ0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0903+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1997
 HZ0903
 HZ0903  HISTORY     - Date     Condition        Report By
 HZ0903  HISTORY     - 1954     MONUMENTED       CGS
 HZ0903  HISTORY     - 1963     GOOD             NGS
 HZ0903  HISTORY     - 19970417 GOOD             KYDT
 HZ0903
 HZ0903                          STATION DESCRIPTION
 HZ0903
 HZ0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0903'2.6 MI SW FROM MILTON.
 HZ0903'1.7 MILES WEST AND SOUTH ALONG U.S. HIGHWAY 421 FROM THE JUNCTION
 HZ0903'OF STATE HIGHWAY 36 AT MILTON, THENCE ABOUT 0.9 MILE SOUTH ALONG
 HZ0903'STATE HIGHWAY 625, IN THE TOP OF THE EAST STONE HEAD WALL OF A
 HZ0903'3-FOOT BOX CULVERT UNDER HIGHWAY, 12 1/2 FEET EAST OF CENTER
 HZ0903'LINE OF HIGHWAY, 250 FEET NORTH OF CENTER OF A DRIVE EAST TO
 HZ0903'RALPH JOYCE RESIDENCE, 2 1/2 FEET SOUTH OF NORTH END OF HEAD
 HZ0903'WALL AND BOUT 2 FEET BELOW LEVEL OF HIGHWAY.
 HZ0903
 HZ0903                          STATION RECOVERY (1963)
 HZ0903
 HZ0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ0903'RECOVERED IN GOOD CONDITION.
 HZ0903
 HZ0903                          STATION RECOVERY (1997)
 HZ0903
 HZ0903'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HZ0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1078 ***********************************************************************
 HY1078  DESIGNATION -  L 353
 HY1078  PID         -  HY1078
 HY1078  STATE/COUNTY-  KY/GREENUP
 HY1078  USGS QUAD   -  PORTSMOUTH (1975)
 HY1078
 HY1078                         *CURRENT SURVEY CONTROL
 HY1078  ___________________________________________________________________
 HY1078* NAD 83(1986)-  38 43 21.     (N)    082 52 46.     (W)     SCALED    
 HY1078* NAVD 88     -       161.987  (meters)     531.45   (feet)  ADJUSTED  
 HY1078  ___________________________________________________________________
 HY1078  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HY1078  DYNAMIC HT  -         161.885 (meters)     531.12  (feet)  COMP
 HY1078  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 HY1078
 HY1078  VERT ORDER  -  FIRST     CLASS I
 HY1078
 HY1078.The horizontal coordinates were scaled from a topographic map and have
 HY1078.an estimated accuracy of +/- 6 seconds.
 HY1078
 HY1078.The orthometric height was determined by differential leveling
 HY1078.and adjusted by the National Geodetic Survey in June 1991..
 HY1078
 HY1078.The geoid height was determined by GEOID03.
 HY1078
 HY1078.The dynamic height is computed by dividing the NAVD 88
 HY1078.geopotential number by the normal gravity value computed on the
 HY1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1078.degrees latitude (g = 980.6199 gals.).
 HY1078
 HY1078.The modeled gravity was interpolated from observed gravity values.
 HY1078
 HY1078;                    North         East    Units  Estimated Accuracy
 HY1078;SPC KY1Z     - 1,269,010.    1,749,600.      MT  (+/- 180 meters Scaled)
 HY1078
 HY1078                          SUPERSEDED SURVEY CONTROL
 HY1078
 HY1078  NGVD 29 (??/??/92)  162.178  (m)          532.08   (f) ADJ UNCH    1 1
 HY1078
 HY1078.Superseded values are not recommended for survey control.
 HY1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1078.See file dsdata.txt to determine how the superseded data were derived.
 HY1078
 HY1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC366876(NAD 83)
 HY1078_MARKER: DB = BENCH MARK DISK
 HY1078_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HY1078_SP_SET: 60 FEET
 HY1078_STAMPING: L 353 1956
 HY1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1078
 HY1078  HISTORY     - Date     Condition        Report By
 HY1078  HISTORY     - 1956     MONUMENTED       CGS
 HY1078  HISTORY     - 1967     GOOD             NGS
 HY1078  HISTORY     - 1979     GOOD             LOCENG
 HY1078
 HY1078                          STATION DESCRIPTION
 HY1078
 HY1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1078'7.4 MI SE FROM SOUTH PORTSMOUTH.
 HY1078'ABOUT 7.35 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1078'FROM THE STATION AT SOUTH PORTSMOUTH, ABOUT 0.95 MILE NORTH
 HY1078'OF THE STATION SIGN AT LIMEVILLE, 103 FEET SOUTHEAST OF AND ACROSS
 HY1078'ALL TRACKS AND A FARM ROAD FROM THE SOUTHEAST CORNER OF CONTROL
 HY1078'TOWER NO. NJ, 63 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF
 HY1078'THE FIELD ROAD AND THE EAST TRACK, 23 FEET SOUTH OF THE CENTER
 HY1078'LINE OF THE FARM ROAD, 14 1/2 FEET WEST OF THE CENTER OF A WELL
 HY1078'PUMP, 2 FEET NORTH OF A METAL WITNESS POST, 7 FEET BELOW THE
 HY1078'LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED
 HY1078'STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND
 HY1078'PROTECTED BY A 4-INCH TILE WHICH PROJECTS 4 INCHES ABOVE THE
 HY1078'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 60 FEET.
 HY1078
 HY1078                          STATION RECOVERY (1979)
 HY1078
 HY1078'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2119 ***********************************************************************
 HY2119  DESIGNATION -  L 354
 HY2119  PID         -  HY2119
 HY2119  STATE/COUNTY-  KY/GREENUP
 HY2119  USGS QUAD   -  PORTSMOUTH (1975)
 HY2119
 HY2119                         *CURRENT SURVEY CONTROL
 HY2119  ___________________________________________________________________
 HY2119* NAD 83(1986)-  38 40 00.     (N)    082 52 40.     (W)     SCALED    
 HY2119* NAVD 88     -       162.186  (meters)     532.11   (feet)  ADJUSTED  
 HY2119  ___________________________________________________________________
 HY2119  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY2119  DYNAMIC HT  -         162.084 (meters)     531.77  (feet)  COMP
 HY2119  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 HY2119
 HY2119  VERT ORDER  -  FIRST     CLASS I
 HY2119
 HY2119.The horizontal coordinates were scaled from a topographic map and have
 HY2119.an estimated accuracy of +/- 6 seconds.
 HY2119
 HY2119.The orthometric height was determined by differential leveling
 HY2119.and adjusted by the National Geodetic Survey in June 1991..
 HY2119
 HY2119.The geoid height was determined by GEOID03.
 HY2119
 HY2119.The dynamic height is computed by dividing the NAVD 88
 HY2119.geopotential number by the normal gravity value computed on the
 HY2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2119.degrees latitude (g = 980.6199 gals.).
 HY2119
 HY2119.The modeled gravity was interpolated from observed gravity values.
 HY2119
 HY2119;                    North         East    Units  Estimated Accuracy
 HY2119;SPC KY1Z     - 1,262,820.    1,749,930.      MT  (+/- 180 meters Scaled)
 HY2119
 HY2119                          SUPERSEDED SURVEY CONTROL
 HY2119
 HY2119  NGVD 29 (??/??/92)  162.38   (m)          532.7    (f) COMPUTED    1 1
 HY2119
 HY2119.Superseded values are not recommended for survey control.
 HY2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2119.See file dsdata.txt to determine how the superseded data were derived.
 HY2119
 HY2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC366814(NAD 83)
 HY2119_MARKER: DB = BENCH MARK DISK
 HY2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY2119_STAMPING: L 354 1956
 HY2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2119+STABILITY: SURFACE MOTION
 HY2119
 HY2119  HISTORY     - Date     Condition        Report By
 HY2119  HISTORY     - 1956     MONUMENTED       CGS
 HY2119  HISTORY     - 1967     GOOD             NGS
 HY2119
 HY2119                          STATION DESCRIPTION
 HY2119
 HY2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY2119'6.6 MI NW FROM GREENUP.
 HY2119'ABOUT 6.6 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY2119'FROM THE STATION AT GREENUP, AT A FARM ROAD CROSSING, 118 FEET
 HY2119'WEST OF THE WEST RAIL OF THE WEST TRACK, 100 FEET WEST OF MILEPOST 539
 HY2119'56 FEET EAST OF A GAS OUTLET WITH TWO METERS, 29.5 FEET EAST OF THE
 HY2119'CENTER OF A GATE IN FENCE LINE, 16 FEET NORTH OF THE CENTER LINE OF
 HY2119'THE FARM ROAD, 1.5 FEET SOUTH OF A FENCE LINE, 2 FEET EAST OF A METAL
 HY2119'WITNESS POST, 7 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 HY2119'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0814 ***********************************************************************
 HY0814  DESIGNATION -  L 355
 HY0814  PID         -  HY0814
 HY0814  STATE/COUNTY-  KY/BOYD
 HY0814  USGS QUAD   -  CATLETTSBURG (1985)
 HY0814
 HY0814                         *CURRENT SURVEY CONTROL
 HY0814  ___________________________________________________________________
 HY0814* NAD 83(1986)-  38 26 23.     (N)    082 36 30.     (W)     SCALED    
 HY0814* NAVD 88     -       167.478  (meters)     549.47   (feet)  ADJUSTED  
 HY0814  ___________________________________________________________________
 HY0814  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY0814  DYNAMIC HT  -         167.367 (meters)     549.10  (feet)  COMP
 HY0814  MODELED GRAV-     979,961.8   (mgal)                       NAVD 88
 HY0814
 HY0814  VERT ORDER  -  FIRST     CLASS II
 HY0814
 HY0814.The horizontal coordinates were scaled from a topographic map and have
 HY0814.an estimated accuracy of +/- 6 seconds.
 HY0814
 HY0814.The orthometric height was determined by differential leveling
 HY0814.and adjusted by the National Geodetic Survey in June 1991..
 HY0814
 HY0814.The geoid height was determined by GEOID03.
 HY0814
 HY0814.The dynamic height is computed by dividing the NAVD 88
 HY0814.geopotential number by the normal gravity value computed on the
 HY0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0814.degrees latitude (g = 980.6199 gals.).
 HY0814
 HY0814.The modeled gravity was interpolated from observed gravity values.
 HY0814
 HY0814;                    North         East    Units  Estimated Accuracy
 HY0814;SPC KY1Z     - 1,238,390.    1,774,220.      MT  (+/- 180 meters Scaled)
 HY0814
 HY0814                          SUPERSEDED SURVEY CONTROL
 HY0814
 HY0814  NGVD 29 (??/??/92)  167.663  (m)          550.07   (f) ADJ UNCH    1 2
 HY0814
 HY0814.Superseded values are not recommended for survey control.
 HY0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0814.See file dsdata.txt to determine how the superseded data were derived.
 HY0814
 HY0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC596558(NAD 83)
 HY0814_MARKER: DB = BENCH MARK DISK
 HY0814_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HY0814+WITH SETTING: PAVEMENT
 HY0814_STAMPING: L 355 1956
 HY0814_MARK LOGO: CGS   
 HY0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0814+STABILITY: SURFACE MOTION
 HY0814
 HY0814  HISTORY     - Date     Condition        Report By
 HY0814  HISTORY     - 1956     MONUMENTED       CGS
 HY0814  HISTORY     - 1984     GOOD             KYDT
 HY0814  HISTORY     - 1984     GOOD             NGS
 HY0814  HISTORY     - 20000424 MARK NOT FOUND   KYDT
 HY0814
 HY0814                          STATION DESCRIPTION
 HY0814
 HY0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0814'3.6 MI SE FROM ASHLAND.
 HY0814'ABOUT 3.65 MILES SOUTHEAST AND SOUTH ALONG THE CHESAPEAKE AND
 HY0814'OHIO RAILWAY FROM THE STATION AT ASHLAND, ABOUT 0.45 MILE SOUTH
 HY0814'OF MILE POST 516, 9 1/2 FEET WEST OF WEST RAIL OF WEST TRACK, 2.3
 HY0814'FEET EAST OF EAST CURB OF U.S. HIGHWAY 23, 63 YARDS NORTH OF
 HY0814'INTERSECTION OF HIGHWAY 23 AND 55TH STREET, AT RIGHT ANGLE ACROSS
 HY0814'HIGHWAY FROM STEPS LEADING TO HOUSE NO. 5308 WINCHESTER AVENUE,
 HY0814'IN THE TOP OF CONCRETE FOUNDATION BETWEEN THE TWO CONCRETE
 HY0814'PIERS SUPPORTING THE WEST END OF SIGNAL BRIDGE NO. 515.6 AND
 HY0814'ABOUT 2 FEET BELOW LEVEL OF TRACK.  NOTE-- MARK IS ABOUT 1.75
 HY0814'MILES NORTH ALONG C. AND O. RY. FROM STATION AT CATLETTSBURG,
 HY0814'BOYD COUNTY.
 HY0814
 HY0814                          STATION RECOVERY (1984)
 HY0814
 HY0814'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 HY0814'RECOVERED IN GOOD CONDITION.
 HY0814
 HY0814                          STATION RECOVERY (1984)
 HY0814
 HY0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0814'RECOVERED IN GOOD CONDITION.
 HY0814
 HY0814                          STATION RECOVERY (2000)
 HY0814
 HY0814'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY0814'FOUNDATION AND PIERS HAVE BEEN REBUILT, NO SIGN OF DISK, CONSIDER
 HY0814'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0017 ***********************************************************************
 HA0017  DESIGNATION -  L 356
 HA0017  PID         -  HA0017
 HA0017  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0017  USGS QUAD   -  GARFIELD (1982)
 HA0017
 HA0017                         *CURRENT SURVEY CONTROL
 HA0017  ___________________________________________________________________
 HA0017* NAD 83(1986)-  37 50 31.     (N)    086 18 29.     (W)     SCALED    
 HA0017* NAVD 88     -       173.301  (meters)     568.57   (feet)  ADJUSTED  
 HA0017  ___________________________________________________________________
 HA0017  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HA0017  DYNAMIC HT  -         173.176 (meters)     568.16  (feet)  COMP
 HA0017  MODELED GRAV-     979,902.3   (mgal)                       NAVD 88
 HA0017
 HA0017  VERT ORDER  -  SECOND    CLASS 0
 HA0017
 HA0017.The horizontal coordinates were scaled from a topographic map and have
 HA0017.an estimated accuracy of +/- 6 seconds.
 HA0017
 HA0017.The orthometric height was determined by differential leveling
 HA0017.and adjusted by the National Geodetic Survey in June 1991..
 HA0017
 HA0017.The geoid height was determined by GEOID03.
 HA0017
 HA0017.The dynamic height is computed by dividing the NAVD 88
 HA0017.geopotential number by the normal gravity value computed on the
 HA0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0017.degrees latitude (g = 980.6199 gals.).
 HA0017
 HA0017.The modeled gravity was interpolated from observed gravity values.
 HA0017
 HA0017;                    North         East    Units  Estimated Accuracy
 HA0017;SPC KY1Z     - 1,167,580.    1,450,890.      MT  (+/- 180 meters Scaled)
 HA0017
 HA0017                          SUPERSEDED SURVEY CONTROL
 HA0017
 HA0017  NGVD 29 (??/??/92)  173.421  (m)          568.97   (f) ADJ UNCH    2 0
 HA0017
 HA0017.Superseded values are not recommended for survey control.
 HA0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0017.See file dsdata.txt to determine how the superseded data were derived.
 HA0017
 HA0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG608885(NAD 83)
 HA0017_MARKER: DB = BENCH MARK DISK
 HA0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0017_SP_SET: CULVERT
 HA0017_STAMPING: L 356 1954
 HA0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0017
 HA0017  HISTORY     - Date     Condition        Report By
 HA0017  HISTORY     - 1954     MONUMENTED       CGS
 HA0017
 HA0017                          STATION DESCRIPTION
 HA0017
 HA0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0017'3.3 MI SW FROM IRVINGTON.
 HA0017'ABOUT 2.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HA0017'OF STATE HIGHWAY 448 AND THE SCHOOL AT IRVINGTON, THENCE ABOUT
 HA0017'0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 333, IN THE TOP OF THE WEST
 HA0017'END OF THE NORTH HEAD WALL OF A 6-FOOT CONCRETE CULVERT UNDER
 HA0017'HIGHWAY, 14 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT
 HA0017'1/2 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0473 ***********************************************************************
 GD0473  DESIGNATION -  L 358
 GD0473  PID         -  GD0473
 GD0473  STATE/COUNTY-  KY/CARLISLE
 GD0473  USGS QUAD   -  WICKLIFFE (1983)
 GD0473
 GD0473                         *CURRENT SURVEY CONTROL
 GD0473  ___________________________________________________________________
 GD0473* NAD 83(1986)-  36 54 19.     (N)    089 04 58.     (W)     SCALED    
 GD0473* NAVD 88     -        98.087  (meters)     321.81   (feet)  ADJUSTED  
 GD0473  ___________________________________________________________________
 GD0473  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0473  DYNAMIC HT  -          98.013 (meters)     321.56  (feet)  COMP
 GD0473  MODELED GRAV-     979,874.4   (mgal)                       NAVD 88
 GD0473
 GD0473  VERT ORDER  -  FIRST     CLASS II
 GD0473
 GD0473.The horizontal coordinates were scaled from a topographic map and have
 GD0473.an estimated accuracy of +/- 6 seconds.
 GD0473
 GD0473.The orthometric height was determined by differential leveling
 GD0473.and adjusted by the National Geodetic Survey in June 1991..
 GD0473
 GD0473.The geoid height was determined by GEOID03.
 GD0473
 GD0473.The dynamic height is computed by dividing the NAVD 88
 GD0473.geopotential number by the normal gravity value computed on the
 GD0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0473.degrees latitude (g = 980.6199 gals.).
 GD0473
 GD0473.The modeled gravity was interpolated from observed gravity values.
 GD0473
 GD0473;                    North         East    Units  Estimated Accuracy
 GD0473;SPC KY1Z     - 1,068,780.    1,203,030.      MT  (+/- 180 meters Scaled)
 GD0473
 GD0473                          SUPERSEDED SURVEY CONTROL
 GD0473
 GD0473  NGVD 29 (??/??/??)   97.968  (m)          321.42   (f) ADJUSTED    1 2
 GD0473
 GD0473.Superseded values are not recommended for survey control.
 GD0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0473.See file dsdata.txt to determine how the superseded data were derived.
 GD0473
 GD0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF144863(NAD 83)
 GD0473_MARKER: DB = BENCH MARK DISK
 GD0473_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0473_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0473_STAMPING: L 358 1957
 GD0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0473
 GD0473  HISTORY     - Date     Condition        Report By
 GD0473  HISTORY     - 1957     MONUMENTED       CGS
 GD0473
 GD0473                          STATION DESCRIPTION
 GD0473
 GD0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0473'2.2 MI SW FROM WINFORD JUNCTION.
 GD0473'ABOUT 2.15 MILES SOUTHWEST ALONG THE GULF, MOBILE AND OHIO
 GD0473'RAILROAD FROM THE CROSSING OF U.S. HIGHWAY 51 AT WINFORD JUNCTION,
 GD0473'NEAR THE SOUTH END OF A CUT, 45 FEET EAST OF EAST RAIL OF TRACK,
 GD0473'132 FEET SOUTHEAST AND ACROSS TRACK FROM THE 10TH TELEPHONE POLE SOUTH
 GD0473'OF MILE POST 483, 214 FEET SOUTHEAST AND ACROSS TRACK FROM A
 GD0473'SIGN POST 75, 1 FOOT WEST OF A FENCE LINE, ABOUT 3 FEET BELOW
 GD0473'LEVEL OF TRACK AND IS A DISK ON TOP OF A 3-INCH IRON PIPE
 GD0473'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1801 ***********************************************************************
 GY1801  DESIGNATION -  L 369
 GY1801  PID         -  GY1801
 GY1801  STATE/COUNTY-  KY/MORGAN
 GY1801  USGS QUAD   -  CANNEL CITY (1993)
 GY1801
 GY1801                         *CURRENT SURVEY CONTROL
 GY1801  ___________________________________________________________________
 GY1801* NAD 83(1986)-  37 49 06.     (N)    083 15 22.     (W)     SCALED    
 GY1801* NAVD 88     -       261.474  (meters)     857.85   (feet)  ADJUSTED  
 GY1801  ___________________________________________________________________
 GY1801  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GY1801  DYNAMIC HT  -         261.280 (meters)     857.22  (feet)  COMP
 GY1801  MODELED GRAV-     979,882.1   (mgal)                       NAVD 88
 GY1801
 GY1801  VERT ORDER  -  FIRST     CLASS I
 GY1801
 GY1801.The horizontal coordinates were scaled from a topographic map and have
 GY1801.an estimated accuracy of +/- 6 seconds.
 GY1801
 GY1801.The orthometric height was determined by differential leveling
 GY1801.and adjusted by the National Geodetic Survey in June 1991..
 GY1801
 GY1801.The geoid height was determined by GEOID03.
 GY1801
 GY1801.The dynamic height is computed by dividing the NAVD 88
 GY1801.geopotential number by the normal gravity value computed on the
 GY1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1801.degrees latitude (g = 980.6199 gals.).
 GY1801
 GY1801.The modeled gravity was interpolated from observed gravity values.
 GY1801
 GY1801;                    North         East    Units  Estimated Accuracy
 GY1801;SPC KY1Z     - 1,167,740.    1,719,540.      MT  (+/- 180 meters Scaled)
 GY1801
 GY1801                          SUPERSEDED SURVEY CONTROL
 GY1801
 GY1801  NGVD 29 (??/??/92)  261.629  (m)          858.36   (f) ADJ UNCH    1 1
 GY1801
 GY1801.Superseded values are not recommended for survey control.
 GY1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1801.See file dsdata.txt to determine how the superseded data were derived.
 GY1801
 GY1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB014880(NAD 83)
 GY1801_MARKER: DB = BENCH MARK DISK
 GY1801_SETTING: 66 = SET IN ROCK OUTCROP
 GY1801_SP_SET: ROCK CUT
 GY1801_STAMPING: L 369 1967
 GY1801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1801+STABILITY: POSITION/ELEVATION WELL
 GY1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1801+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GY1801
 GY1801  HISTORY     - Date     Condition        Report By
 GY1801  HISTORY     - 1967     MONUMENTED       CGS
 GY1801  HISTORY     - 19990316 GOOD             KYDT
 GY1801
 GY1801                          STATION DESCRIPTION
 GY1801
 GY1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1801'2.4 MI NE FROM CANNEL CITY.
 GY1801'ABOUT 2.35 MILES NORTHEAST ALONG STATE HIGHWAY 191 FROM THE
 GY1801'SCHOOL AT CANNEL CITY, ABOUT 0.15 MILE SOUTH OF AN 80-FOOT BRIDGE
 GY1801'OVER CANEY CREEK, SET VERTICALLY IN THE EAST FACE OF A ROCK CUT
 GY1801'WHICH IS 45 YARDS LONG AND 8 FEET HIGH, 18 FEET WEST OF THE
 GY1801'CENTER LINE OF THE HIGHWAY, 10 FEET NORTH OF THE SOUTH END OF THE
 GY1801'CUT AND 2 FEET ABOVE THE LEVEL OF THE GROUND AND THE HIGHWAY.
 GY1801
 GY1801                          STATION RECOVERY (1999)
 GY1801
 GY1801'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1769 ***********************************************************************
 HY1769  DESIGNATION -  L 37
 HY1769  PID         -  HY1769
 HY1769  STATE/COUNTY-  KY/BATH
 HY1769  USGS QUAD   -  PRESTON (1978)
 HY1769
 HY1769                         *CURRENT SURVEY CONTROL
 HY1769  ___________________________________________________________________
 HY1769* NAD 83(1986)-  38 04 53.     (N)    083 49 02.     (W)     SCALED    
 HY1769* NAVD 88     -       234.954  (meters)     770.84   (feet)  ADJUSTED  
 HY1769  ___________________________________________________________________
 HY1769  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY1769  DYNAMIC HT  -         234.786 (meters)     770.29  (feet)  COMP
 HY1769  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 HY1769
 HY1769  VERT ORDER  -  SECOND    CLASS 0
 HY1769
 HY1769.The horizontal coordinates were scaled from a topographic map and have
 HY1769.an estimated accuracy of +/- 6 seconds.
 HY1769
 HY1769.The orthometric height was determined by differential leveling
 HY1769.and adjusted by the National Geodetic Survey in June 1991..
 HY1769.WARNING-Repeat measurements at this control monument indicate possible
 HY1769.vertical movement.
 HY1769
 HY1769.The geoid height was determined by GEOID03.
 HY1769
 HY1769.The dynamic height is computed by dividing the NAVD 88
 HY1769.geopotential number by the normal gravity value computed on the
 HY1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1769.degrees latitude (g = 980.6199 gals.).
 HY1769
 HY1769.The modeled gravity was interpolated from observed gravity values.
 HY1769
 HY1769;                    North         East    Units  Estimated Accuracy
 HY1769;SPC KY1Z     - 1,195,760.    1,669,550.      MT  (+/- 180 meters Scaled)
 HY1769
 HY1769                          SUPERSEDED SURVEY CONTROL
 HY1769
 HY1769  NGVD 29 (??/??/92)  235.105  (m)          771.34   (f) ADJ UNCH    2 0
 HY1769
 HY1769.Superseded values are not recommended for survey control.
 HY1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1769.See file dsdata.txt to determine how the superseded data were derived.
 HY1769
 HY1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC529185(NAD 83)
 HY1769_MARKER: DB = BENCH MARK DISK
 HY1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1769_STAMPING: L 37 1937 771.340
 HY1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1769+STABILITY: SURFACE MOTION
 HY1769
 HY1769  HISTORY     - Date     Condition        Report By
 HY1769  HISTORY     - 1937     MONUMENTED       CGS
 HY1769  HISTORY     - 1955     GOOD             NGS
 HY1769
 HY1769                          STATION DESCRIPTION
 HY1769
 HY1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1769'0.7 MI SE FROM STEPSTONE.
 HY1769'0.7 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILROAD
 HY1769'FROM THE STATION AT STEPSTONE, 0.5 MILE WEST OF MILE POST 601,
 HY1769'30.3 FEET NORTH OF THE NORTH RAIL, 13.3 FEET EAST OF THE CENTER
 HY1769'OF A BOARD GATE ACROSS PRIVATE ROAD, 2.2 FEET SOUTH OF THE NORTH
 HY1769'RIGHT-OF-WAY FENCE, 1 FOOT ABOVE THE LEVEL OF TRACK.  STEPSTONE
 HY1769'REACHED BY TRUCK FROM MT STERLING, 3.2 MILES NORTHEAST ALONG
 HY1769'U.S. HIGHWAY 60 TO JUNCTION WITH STATE HIGHWAY 647 AT EWINGTON,
 HY1769'THENCE 0.1 MILE SOUTH ALONG HIGHWAY 647 TO SIDE ROAD EAST
 HY1769'SOUTHEAST, THENCE EAST SOUTHEAST ALONG NARROW BLACKTOP ROAD FOR
 HY1769'4.3 MILES TO STEPSTONE STATION, THENCE SOUTHEAST ALONG ROAD ON
 HY1769'SOUTHWEST SIDE TRACK 0.6 MILE, THENCE NORTH ON PRIVATE ROAD TO
 HY1769'CROSSING AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1825 ***********************************************************************
 GY1825  DESIGNATION -  L 370
 GY1825  PID         -  GY1825
 GY1825  STATE/COUNTY-  KY/BREATHITT
 GY1825  USGS QUAD   -  LEE CITY (1965)
 GY1825
 GY1825                         *CURRENT SURVEY CONTROL
 GY1825  ___________________________________________________________________
 GY1825* NAD 83(1986)-  37 40 05.     (N)    083 22 17.     (W)     SCALED    
 GY1825* NAVD 88     -       265.096  (meters)     869.74   (feet)  ADJUSTED  
 GY1825  ___________________________________________________________________
 GY1825  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GY1825  DYNAMIC HT  -         264.892 (meters)     869.07  (feet)  COMP
 GY1825  MODELED GRAV-     979,854.3   (mgal)                       NAVD 88
 GY1825
 GY1825  VERT ORDER  -  FIRST     CLASS I
 GY1825
 GY1825.The horizontal coordinates were scaled from a topographic map and have
 GY1825.an estimated accuracy of +/- 6 seconds.
 GY1825
 GY1825.The orthometric height was determined by differential leveling
 GY1825.and adjusted by the National Geodetic Survey in June 1991..
 GY1825
 GY1825.The geoid height was determined by GEOID03.
 GY1825
 GY1825.The dynamic height is computed by dividing the NAVD 88
 GY1825.geopotential number by the normal gravity value computed on the
 GY1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1825.degrees latitude (g = 980.6199 gals.).
 GY1825
 GY1825.The modeled gravity was interpolated from observed gravity values.
 GY1825
 GY1825;                    North         East    Units  Estimated Accuracy
 GY1825;SPC KY1Z     - 1,150,810.    1,709,820.      MT  (+/- 180 meters Scaled)
 GY1825
 GY1825                          SUPERSEDED SURVEY CONTROL
 GY1825
 GY1825  NGVD 29 (??/??/92)  265.250  (m)          870.24   (f) ADJ UNCH    1 1
 GY1825
 GY1825.Superseded values are not recommended for survey control.
 GY1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1825.See file dsdata.txt to determine how the superseded data were derived.
 GY1825
 GY1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB908716(NAD 83)
 GY1825_MARKER: DB = BENCH MARK DISK
 GY1825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1825_SP_SET: CULVERT
 GY1825_STAMPING: L 370 1967
 GY1825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1825
 GY1825  HISTORY     - Date     Condition        Report By
 GY1825  HISTORY     - 1967     MONUMENTED       CGS
 GY1825  HISTORY     - 19960430 MARK NOT FOUND   KYDT
 GY1825
 GY1825                          STATION DESCRIPTION
 GY1825
 GY1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1825'5.8 MI SW FROM LEE CITY.
 GY1825'ABOUT 5.8 MILES SOUTHWEST ALONG STATE HIGHWAY 205 FROM THE
 GY1825'JUNCTION OF A BLACK TOPPED ROAD LEADING SOUTHEAST AT LEE CITY, 84
 GY1825'FEET EAST OF THE CENTER OF THE JUNCTION OF A PRIVATE ROAD LEADING
 GY1825'EAST, AT A 10-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY FOR
 GY1825'BOONE FORK, SET ON THE TOP OF A ROCK LEDGE AT THE BASE OF A ROCK
 GY1825'CLIFF WHICH IS 40 FEET LONG AND 8 FEET HIGH, 59 FEET SOUTHEAST OF
 GY1825'AND ACROSS A DRIVEWAY FROM THE CENTER LINE OF THE HIGHWAY AND
 GY1825'ABOUT LEVEL WITH THE HIGHWAY.
 GY1825
 GY1825                          STATION RECOVERY (1996)
 GY1825
 GY1825'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1825'PROBABLY HERE BUT COVERED BY SILTING.
 GY1825' 
 GY1825' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1771 ***********************************************************************
 GY1771  DESIGNATION -  L 371
 GY1771  PID         -  GY1771
 GY1771  STATE/COUNTY-  KY/MORGAN
 GY1771  USGS QUAD   -  WEST LIBERTY (1993)
 GY1771
 GY1771                         *CURRENT SURVEY CONTROL
 GY1771  ___________________________________________________________________
 GY1771* NAD 83(1986)-  37 57 27.     (N)    083 16 56.     (W)     SCALED    
 GY1771* NAVD 88     -       240.604  (meters)     789.38   (feet)  ADJUSTED  
 GY1771  ___________________________________________________________________
 GY1771  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GY1771  DYNAMIC HT  -         240.428 (meters)     788.80  (feet)  COMP
 GY1771  MODELED GRAV-     979,895.6   (mgal)                       NAVD 88
 GY1771
 GY1771  VERT ORDER  -  FIRST     CLASS I
 GY1771
 GY1771.The horizontal coordinates were scaled from a topographic map and have
 GY1771.an estimated accuracy of +/- 6 seconds.
 GY1771
 GY1771.The orthometric height was determined by differential leveling
 GY1771.and adjusted by the National Geodetic Survey in June 1991..
 GY1771
 GY1771.The geoid height was determined by GEOID03.
 GY1771
 GY1771.The dynamic height is computed by dividing the NAVD 88
 GY1771.geopotential number by the normal gravity value computed on the
 GY1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1771.degrees latitude (g = 980.6199 gals.).
 GY1771
 GY1771.The modeled gravity was interpolated from observed gravity values.
 GY1771
 GY1771;                    North         East    Units  Estimated Accuracy
 GY1771;SPC KY1Z     - 1,183,120.    1,716,830.      MT  (+/- 180 meters Scaled)
 GY1771
 GY1771                          SUPERSEDED SURVEY CONTROL
 GY1771
 GY1771  NGVD 29 (??/??/92)  240.765  (m)          789.91   (f) ADJ UNCH    1 1
 GY1771
 GY1771.Superseded values are not recommended for survey control.
 GY1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1771.See file dsdata.txt to determine how the superseded data were derived.
 GY1771
 GY1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC994035(NAD 83)
 GY1771_MARKER: DB = BENCH MARK DISK
 GY1771_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY1771_STAMPING: L 371 1967
 GY1771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1771+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GY1771
 GY1771  HISTORY     - Date     Condition        Report By
 GY1771  HISTORY     - 1967     MONUMENTED       CGS
 GY1771  HISTORY     - 19990316 GOOD             KYDT
 GY1771
 GY1771                          STATION DESCRIPTION
 GY1771
 GY1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1771'3.6 MI N FROM WEST LIBERTY.
 GY1771'ABOUT 3.6 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 GY1771'AT WEST LIBERTY, ABOUT 0.15 MILE SOUTH OF THE JUNCTION OF STATE
 GY1771'HIGHWAY 1161 LEADING EAST, SET ON THE TOP OF A SLOPING ROCK
 GY1771'WHICH IS ABOUT 12 FEET LONG, 27 FEET WEST OF THE CENTER LINE
 GY1771'OF THE HIGHWAY, 90 FEET NORTH OF THE NORTH END OF AN OVERHANGING
 GY1771'ROCK CLIFF, 2 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 GY1771'ROCK AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GY1771
 GY1771                          STATION RECOVERY (1999)
 GY1771
 GY1771'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1771'MARK IS 100 FEET SOUTH-SOUTHWEST AND ACROSS ROAD FROM JCT 1161 SIGN
 GY1771'AND POST, ABOUT 160 FEET NORTH-NORTHWEST AND ACROSS ROAD FROM A
 GY1771'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1583 ***********************************************************************
 HY1583  DESIGNATION -  L 372
 HY1583  PID         -  HY1583
 HY1583  STATE/COUNTY-  KY/CARTER
 HY1583  USGS QUAD   -  OLIVE HILL (1975)
 HY1583
 HY1583                         *CURRENT SURVEY CONTROL
 HY1583  ___________________________________________________________________
 HY1583* NAD 83(1986)-  38 17 31.     (N)    083 11 25.     (W)     SCALED    
 HY1583* NAVD 88     -       235.989  (meters)     774.24   (feet)  ADJUSTED  
 HY1583  ___________________________________________________________________
 HY1583  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HY1583  DYNAMIC HT  -         235.828 (meters)     773.71  (feet)  COMP
 HY1583  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 HY1583
 HY1583  VERT ORDER  -  FIRST     CLASS I
 HY1583
 HY1583.The horizontal coordinates were scaled from a topographic map and have
 HY1583.an estimated accuracy of +/- 6 seconds.
 HY1583
 HY1583.The orthometric height was determined by differential leveling
 HY1583.and adjusted by the National Geodetic Survey in June 1991..
 HY1583
 HY1583.The geoid height was determined by GEOID03.
 HY1583
 HY1583.The dynamic height is computed by dividing the NAVD 88
 HY1583.geopotential number by the normal gravity value computed on the
 HY1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1583.degrees latitude (g = 980.6199 gals.).
 HY1583
 HY1583.The modeled gravity was interpolated from observed gravity values.
 HY1583
 HY1583;                    North         East    Units  Estimated Accuracy
 HY1583;SPC KY1Z     - 1,220,450.    1,723,890.      MT  (+/- 180 meters Scaled)
 HY1583
 HY1583                          SUPERSEDED SURVEY CONTROL
 HY1583
 HY1583  NGVD 29 (??/??/92)  236.164  (m)          774.81   (f) ADJ UNCH    1 1
 HY1583
 HY1583.Superseded values are not recommended for survey control.
 HY1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1583.See file dsdata.txt to determine how the superseded data were derived.
 HY1583
 HY1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC084404(NAD 83)
 HY1583_MARKER: DB = BENCH MARK DISK
 HY1583_SETTING: 66 = SET IN ROCK OUTCROP
 HY1583_SP_SET: ROCK LEDGE
 HY1583_STAMPING: L 372 1967
 HY1583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1583+STABILITY: POSITION/ELEVATION WELL
 HY1583
 HY1583  HISTORY     - Date     Condition        Report By
 HY1583  HISTORY     - 1967     MONUMENTED       CGS
 HY1583
 HY1583                          STATION DESCRIPTION
 HY1583
 HY1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1583'1 MI SW FROM OLIVE HILL.
 HY1583'ABOUT 1.0 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1583'FROM THE STATION AT OLIVE HILL, ABOUT 0.5 MILE NORTHEAST OF
 HY1583'MILEPOST 561, 128 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 HY1583'OF U.S. HIGHWAY 60 AND STATE HIGHWAY 174, 101 FEET NORTH OF AND
 HY1583'ACROSS U.S. HIGHWAY 60 FROM THE NORTH RAIL, SET ON THE TOP OF A
 HY1583'FLAT LEDGE OF ROCK WHICH IS AT THE NORTH END OF A ROCK CUT, 33
 HY1583'FEET NORTH OF THE CENTER LINE OF THE U.S. HIGHWAY, 26 FEET WEST
 HY1583'OF THE CENTER LINE OF A BLACK TOPPED ROAD LEADING TO THE NORTH,
 HY1583'0.8 FOOT NORTH OF THE SOUTH EDGE OF THE ROCK AND 3 FEET ABOVE
 HY1583'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0878 ***********************************************************************
 HY0878  DESIGNATION -  L 373
 HY0878  PID         -  HY0878
 HY0878  STATE/COUNTY-  KY/CARTER
 HY0878  USGS QUAD   -  GRAYSON (1978)
 HY0878
 HY0878                         *CURRENT SURVEY CONTROL
 HY0878  ___________________________________________________________________
 HY0878* NAD 83(1986)-  38 21 41.     (N)    082 56 28.     (W)     SCALED    
 HY0878* NAVD 88     -       178.044  (meters)     584.13   (feet)  ADJUSTED  
 HY0878  ___________________________________________________________________
 HY0878  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HY0878  DYNAMIC HT  -         177.927 (meters)     583.75  (feet)  COMP
 HY0878  MODELED GRAV-     979,967.4   (mgal)                       NAVD 88
 HY0878
 HY0878  VERT ORDER  -  FIRST     CLASS I
 HY0878
 HY0878.The horizontal coordinates were scaled from a topographic map and have
 HY0878.an estimated accuracy of +/- 6 seconds.
 HY0878
 HY0878.The orthometric height was determined by differential leveling
 HY0878.and adjusted by the National Geodetic Survey in June 1991..
 HY0878
 HY0878.The geoid height was determined by GEOID03.
 HY0878
 HY0878.The dynamic height is computed by dividing the NAVD 88
 HY0878.geopotential number by the normal gravity value computed on the
 HY0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0878.degrees latitude (g = 980.6199 gals.).
 HY0878
 HY0878.The modeled gravity was interpolated from observed gravity values.
 HY0878
 HY0878;                    North         East    Units  Estimated Accuracy
 HY0878;SPC KY1Z     - 1,228,780.    1,745,440.      MT  (+/- 180 meters Scaled)
 HY0878
 HY0878                          SUPERSEDED SURVEY CONTROL
 HY0878
 HY0878  NGVD 29 (??/??/92)  178.226  (m)          584.73   (f) ADJ UNCH    1 1
 HY0878
 HY0878.Superseded values are not recommended for survey control.
 HY0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0878.See file dsdata.txt to determine how the superseded data were derived.
 HY0878
 HY0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC304476(NAD 83)
 HY0878_MARKER: DB = BENCH MARK DISK
 HY0878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0878_SP_SET: CULVERT
 HY0878_STAMPING: L 373 1967
 HY0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0878
 HY0878  HISTORY     - Date     Condition        Report By
 HY0878  HISTORY     - 1967     MONUMENTED       CGS
 HY0878
 HY0878                          STATION DESCRIPTION
 HY0878
 HY0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0878'3.3 MI N FROM GRAYSON.
 HY0878'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 HY0878'OF U.S. HIGHWAY 60 AT GRAYSON, ABOUT 0.9 MILE NORTHEAST OF THE
 HY0878'JUNCTION OF STATE HIGHWAY 7, AT THE OUTSIDE OF A CURVE IN THE
 HY0878'HIGHWAY, SET ON THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 HY0878'CONCRETE HEAD WALL OF A 5- FOOT BOX CULVERT UNDER THE HIGHWAY,
 HY0878'14 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 HY0878'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1623 ***********************************************************************
 HY1623  DESIGNATION -  L 374
 HY1623  PID         -  HY1623
 HY1623  STATE/COUNTY-  KY/ROWAN
 HY1623  USGS QUAD   -  MOREHEAD (1978)
 HY1623
 HY1623                         *CURRENT SURVEY CONTROL
 HY1623  ___________________________________________________________________
 HY1623* NAD 83(1986)-  38 07 59.     (N)    083 24 59.     (W)     SCALED    
 HY1623* NAVD 88     -       316.583  (meters)    1038.66   (feet)  ADJUSTED  
 HY1623  ___________________________________________________________________
 HY1623  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HY1623  DYNAMIC HT  -         316.357 (meters)    1037.91  (feet)  COMP
 HY1623  MODELED GRAV-     979,905.8   (mgal)                       NAVD 88
 HY1623
 HY1623  VERT ORDER  -  FIRST     CLASS I
 HY1623
 HY1623.The horizontal coordinates were scaled from a topographic map and have
 HY1623.an estimated accuracy of +/- 6 seconds.
 HY1623
 HY1623.The orthometric height was determined by differential leveling
 HY1623.and adjusted by the National Geodetic Survey in June 1991..
 HY1623
 HY1623.The geoid height was determined by GEOID03.
 HY1623
 HY1623.The dynamic height is computed by dividing the NAVD 88
 HY1623.geopotential number by the normal gravity value computed on the
 HY1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1623.degrees latitude (g = 980.6199 gals.).
 HY1623
 HY1623.The modeled gravity was interpolated from observed gravity values.
 HY1623
 HY1623;                    North         East    Units  Estimated Accuracy
 HY1623;SPC KY1Z     - 1,202,300.    1,704,560.      MT  (+/- 180 meters Scaled)
 HY1623
 HY1623                          SUPERSEDED SURVEY CONTROL
 HY1623
 HY1623  NGVD 29 (??/??/92)  316.751  (m)         1039.21   (f) ADJ UNCH    1 1
 HY1623
 HY1623.Superseded values are not recommended for survey control.
 HY1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1623.See file dsdata.txt to determine how the superseded data were derived.
 HY1623
 HY1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC882233(NAD 83)
 HY1623_MARKER: DB = BENCH MARK DISK
 HY1623_SETTING: 66 = SET IN ROCK OUTCROP
 HY1623_SP_SET: ROCK CUT
 HY1623_STAMPING: L 374 1967
 HY1623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1623+STABILITY: POSITION/ELEVATION WELL
 HY1623
 HY1623  HISTORY     - Date     Condition        Report By
 HY1623  HISTORY     - 1967     MONUMENTED       CGS
 HY1623  HISTORY     - 1979     GOOD             LOCENG
 HY1623  HISTORY     - 19970826 MARK NOT FOUND   KYDT
 HY1623
 HY1623                          STATION DESCRIPTION
 HY1623
 HY1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1623'2.6 MI SE FROM CLEARFIELD.
 HY1623'ABOUT 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 519 FROM THE
 HY1623'POST OFFICE AT CLEARFIELD, ABOUT 0.4 MILE NORTHWEST OF THE JUNCTION
 HY1623'OF STATE HIGHWAY 1274, ON THE NORHWEST SLOPE OF A LONG CROOKED
 HY1623'HILL, AT THE OUTSIDE OF A SHARP CURVE, SET VERTICALLY IN THE
 HY1623'WEST FACE OF A ROCK CUT WHICH IS 0.2 MILE LONG AND 30 FEET HIGH,
 HY1623'24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 80 FEET SOUTH OF
 HY1623'THE EAST END OF AN 18-INCH PIPE CULVERT, 2 FEET ABOVE THE LEVEL
 HY1623'OF THE GROUND AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 HY1623
 HY1623                          STATION RECOVERY (1979)
 HY1623
 HY1623'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1623'RECOVERED IN GOOD CONDITION.
 HY1623
 HY1623                          STATION RECOVERY (1997)
 HY1623
 HY1623'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY1623'BELIEVE THIS MARK TORN OUT BY PREVIOUS ROAD WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1589 ***********************************************************************
 HY1589  DESIGNATION -  L 375
 HY1589  PID         -  HY1589
 HY1589  STATE/COUNTY-  KY/CARTER
 HY1589  USGS QUAD   -  OLIVE HILL (1975)
 HY1589
 HY1589                         *CURRENT SURVEY CONTROL
 HY1589  ___________________________________________________________________
 HY1589* NAD 83(1986)-  38 15 56.     (N)    083 13 29.     (W)     SCALED    
 HY1589* NAVD 88     -       249.453  (meters)     818.41   (feet)  ADJUSTED  
 HY1589  ___________________________________________________________________
 HY1589  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HY1589  DYNAMIC HT  -         249.282 (meters)     817.85  (feet)  COMP
 HY1589  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 HY1589
 HY1589  VERT ORDER  -  FIRST     CLASS I
 HY1589
 HY1589.The horizontal coordinates were scaled from a topographic map and have
 HY1589.an estimated accuracy of +/- 6 seconds.
 HY1589
 HY1589.The orthometric height was determined by differential leveling
 HY1589.and adjusted by the National Geodetic Survey in June 1991..
 HY1589
 HY1589.The geoid height was determined by GEOID03.
 HY1589
 HY1589.The dynamic height is computed by dividing the NAVD 88
 HY1589.geopotential number by the normal gravity value computed on the
 HY1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1589.degrees latitude (g = 980.6199 gals.).
 HY1589
 HY1589.The modeled gravity was interpolated from observed gravity values.
 HY1589
 HY1589;                    North         East    Units  Estimated Accuracy
 HY1589;SPC KY1Z     - 1,217,440.    1,720,960.      MT  (+/- 180 meters Scaled)
 HY1589
 HY1589                          SUPERSEDED SURVEY CONTROL
 HY1589
 HY1589  NGVD 29 (??/??/92)  249.628  (m)          818.99   (f) ADJ UNCH    1 1
 HY1589
 HY1589.Superseded values are not recommended for survey control.
 HY1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1589.See file dsdata.txt to determine how the superseded data were derived.
 HY1589
 HY1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC053376(NAD 83)
 HY1589_MARKER: DB = BENCH MARK DISK
 HY1589_SETTING: 66 = SET IN ROCK OUTCROP
 HY1589_SP_SET: ROCK LEDGE
 HY1589_STAMPING: L 375 1967
 HY1589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1589+STABILITY: POSITION/ELEVATION WELL
 HY1589
 HY1589  HISTORY     - Date     Condition        Report By
 HY1589  HISTORY     - 1967     MONUMENTED       CGS
 HY1589
 HY1589                          STATION DESCRIPTION
 HY1589
 HY1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1589'4.4 MI SW FROM OLIVE HILL.
 HY1589'ABOUT 4.45 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1589'FROM THE STATION AT OLIVE HILL, ABOUT 125 YARDS NORTHEAST OF
 HY1589'AND ACROSS THE TRACK AND STATE HIGHWAY 174 FROM MILEPOST 564,
 HY1589'ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 174 FROM THE JUNCTION
 HY1589'OF STATE HIGHWAY 955 AT SILICA, SET ON THE TOP OF THE BOTTOM
 HY1589'LAYER OF A ROCK LEDGE WHICH IS ABOUT 60 FEET LONG AND 5 FEET
 HY1589'WIDE, 80 FEET NORTH OF AND ACROSS STATE HIGHWAY 174 FROM THE NORTH
 HY1589'RAIL, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 HY1589'ABOVE THE LEVEL OF THE TRACK AND ABOUT 2 FEET ABOVE THE LEVEL
 HY1589'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1912 ***********************************************************************
 GY1912  DESIGNATION -  L 380
 GY1912  PID         -  GY1912
 GY1912  STATE/COUNTY-  KY/BREATHITT
 GY1912  USGS QUAD   -  HADDIX (1972)
 GY1912
 GY1912                         *CURRENT SURVEY CONTROL
 GY1912  ___________________________________________________________________
 GY1912* NAD 83(1986)-  37 26 39.     (N)    083 22 10.     (W)     SCALED    
 GY1912* NAVD 88     -       234.671  (meters)     769.92   (feet)  ADJUSTED  
 GY1912  ___________________________________________________________________
 GY1912  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GY1912  DYNAMIC HT  -         234.492 (meters)     769.33  (feet)  COMP
 GY1912  MODELED GRAV-     979,859.1   (mgal)                       NAVD 88
 GY1912
 GY1912  VERT ORDER  -  FIRST     CLASS I
 GY1912
 GY1912.The horizontal coordinates were scaled from a topographic map and have
 GY1912.an estimated accuracy of +/- 6 seconds.
 GY1912
 GY1912.The orthometric height was determined by differential leveling
 GY1912.and adjusted by the National Geodetic Survey in June 1991..
 GY1912
 GY1912.The geoid height was determined by GEOID03.
 GY1912
 GY1912.The dynamic height is computed by dividing the NAVD 88
 GY1912.geopotential number by the normal gravity value computed on the
 GY1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1912.degrees latitude (g = 980.6199 gals.).
 GY1912
 GY1912.The modeled gravity was interpolated from observed gravity values.
 GY1912
 GY1912;                    North         East    Units  Estimated Accuracy
 GY1912;SPC KY1Z     - 1,125,970.    1,710,620.      MT  (+/- 180 meters Scaled)
 GY1912
 GY1912                          SUPERSEDED SURVEY CONTROL
 GY1912
 GY1912  NGVD 29 (??/??/92)  234.831  (m)          770.44   (f) ADJ UNCH    1 1
 GY1912
 GY1912.Superseded values are not recommended for survey control.
 GY1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1912.See file dsdata.txt to determine how the superseded data were derived.
 GY1912
 GY1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB903467(NAD 83)
 GY1912_MARKER: DB = BENCH MARK DISK
 GY1912_SETTING: 66 = SET IN ROCK OUTCROP
 GY1912_SP_SET: ROCK OUTCROP
 GY1912_STAMPING: L 380 1967
 GY1912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1912+STABILITY: POSITION/ELEVATION WELL
 GY1912
 GY1912  HISTORY     - Date     Condition        Report By
 GY1912  HISTORY     - 1967     MONUMENTED       CGS
 GY1912
 GY1912                          STATION DESCRIPTION
 GY1912
 GY1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1912'12.6 MI SE FROM JACKSON.
 GY1912'ABOUT 12.6 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1912'RAILROAD FROM THE STATION AT JACKSON, OR ABOUT 13.15 MILES NORTHWEST
 GY1912'ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM DUFFS GENERAL
 GY1912'STORE AT CHAVIES, NEAR THE CENTER OF A LONG CUT FOR THE RAILROAD,
 GY1912'93 FEET NORTH AND ACROSS THE TRACK FROM THE 4TH TELEPHONE POLE
 GY1912'NORTHEAST OF MILEPOST 210, 22 1/2 FEET NORTHWEST OF THE NORTHWEST
 GY1912'RAIL OF THE TRACK, SET IN THE TOP OF THE SOUTHEAST EDGE OF A
 GY1912'LEDGE IN A ROCK OUTCROP WHICH IS IN THE NORTHWEST BANK OF THE
 GY1912'CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2000 ***********************************************************************
 GY2000  DESIGNATION -  L 381
 GY2000  PID         -  GY2000
 GY2000  STATE/COUNTY-  KY/PERRY
 GY2000  USGS QUAD   -  HAZARD SOUTH (1992)
 GY2000
 GY2000                         *CURRENT SURVEY CONTROL
 GY2000  ___________________________________________________________________
 GY2000* NAD 83(1986)-  37 11 27.     (N)    083 07 30.     (W)     SCALED    
 GY2000* NAVD 88     -       278.276  (meters)     912.98   (feet)  ADJUSTED  
 GY2000  ___________________________________________________________________
 GY2000  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GY2000  DYNAMIC HT  -         278.051 (meters)     912.24  (feet)  COMP
 GY2000  MODELED GRAV-     979,815.4   (mgal)                       NAVD 88
 GY2000
 GY2000  VERT ORDER  -  FIRST     CLASS I
 GY2000
 GY2000.The horizontal coordinates were scaled from a topographic map and have
 GY2000.an estimated accuracy of +/- 6 seconds.
 GY2000
 GY2000.The orthometric height was determined by differential leveling
 GY2000.and adjusted by the National Geodetic Survey in June 1991..
 GY2000
 GY2000.The geoid height was determined by GEOID03.
 GY2000
 GY2000.The dynamic height is computed by dividing the NAVD 88
 GY2000.geopotential number by the normal gravity value computed on the
 GY2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2000.degrees latitude (g = 980.6199 gals.).
 GY2000
 GY2000.The modeled gravity was interpolated from observed gravity values.
 GY2000
 GY2000;                    North         East    Units  Estimated Accuracy
 GY2000;SPC KY1Z     - 1,098,450.    1,733,030.      MT  (+/- 180 meters Scaled)
 GY2000
 GY2000                          SUPERSEDED SURVEY CONTROL
 GY2000
 GY2000  NGVD 29 (??/??/92)  278.435  (m)          913.50   (f) ADJ UNCH    1 1
 GY2000
 GY2000.Superseded values are not recommended for survey control.
 GY2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2000.See file dsdata.txt to determine how the superseded data were derived.
 GY2000
 GY2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB113181(NAD 83)
 GY2000_MARKER: DB = BENCH MARK DISK
 GY2000_SETTING: 66 = SET IN ROCK OUTCROP
 GY2000_SP_SET: BOULDER
 GY2000_STAMPING: L 381 1967
 GY2000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2000+STABILITY: POSITION/ELEVATION WELL
 GY2000
 GY2000  HISTORY     - Date     Condition        Report By
 GY2000  HISTORY     - 1967     MONUMENTED       CGS
 GY2000
 GY2000                          STATION DESCRIPTION
 GY2000
 GY2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY2000'10.4 MI SE FROM HAZARD.
 GY2000'ABOUT 10.35 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY2000'RAILROAD FROM THE STATION AT HAZARD, 7 3/4 POLES WEST OF A FOOTBRIDGE
 GY2000'OVER THE NORTH FORK KENTUCKY RIVER, 4 1/2 POLES WEST OF MILEPOST
 GY2000'253, 9 RAILS SOUTHWEST OF A FRAME HOUSE WHICH IS SUPPORTED BY
 GY2000'A CONCRETE BLOCK FOUNDATION 11 1/2 FEET NORTHWEST OF THE NORTHWEST
 GY2000'RAIL OF THE TRACK, SET IN THE TOP OF THE NORTH EDGE OF THE EXPOSED
 GY2000'PORTION OF A BOULDER WHICH EXTENDS FROM A STEEP BANK TO THE
 GY2000'RAILROAD BALLAST, 71 FEET NORTH AND ACROSS THE TRACK FROM TELEPHONE
 GY2000'POLE NUMBER 4200, ABOUT 1 1/2 FEET ABOVE THE BOTTOM OF A DITCH,
 GY2000'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0886 ***********************************************************************
 GY0886  DESIGNATION -  L 382
 GY0886  PID         -  GY0886
 GY0886  STATE/COUNTY-  KY/LETCHER
 GY0886  USGS QUAD   -  WHITESBURG (1978)
 GY0886
 GY0886                         *CURRENT SURVEY CONTROL
 GY0886  ___________________________________________________________________
 GY0886* NAD 83(1986)-  37 07 17.     (N)    082 47 37.     (W)     SCALED    
 GY0886* NAVD 88     -       359.675  (meters)    1180.03   (feet)  ADJUSTED  
 GY0886  ___________________________________________________________________
 GY0886  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GY0886  DYNAMIC HT  -         359.374 (meters)    1179.05  (feet)  COMP
 GY0886  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 GY0886
 GY0886  VERT ORDER  -  FIRST     CLASS I
 GY0886
 GY0886.The horizontal coordinates were scaled from a topographic map and have
 GY0886.an estimated accuracy of +/- 6 seconds.
 GY0886
 GY0886.The orthometric height was determined by differential leveling
 GY0886.and adjusted by the National Geodetic Survey in June 1991..
 GY0886
 GY0886.The geoid height was determined by GEOID03.
 GY0886
 GY0886.The dynamic height is computed by dividing the NAVD 88
 GY0886.geopotential number by the normal gravity value computed on the
 GY0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0886.degrees latitude (g = 980.6199 gals.).
 GY0886
 GY0886.The modeled gravity was interpolated from observed gravity values.
 GY0886
 GY0886;                    North         East    Units  Estimated Accuracy
 GY0886;SPC KY1Z     - 1,091,620.    1,762,690.      MT  (+/- 180 meters Scaled)
 GY0886
 GY0886                          SUPERSEDED SURVEY CONTROL
 GY0886
 GY0886  NGVD 29 (??/??/92)  359.832  (m)         1180.55   (f) ADJ UNCH    1 1
 GY0886
 GY0886.Superseded values are not recommended for survey control.
 GY0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0886.See file dsdata.txt to determine how the superseded data were derived.
 GY0886
 GY0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB406098(NAD 83)
 GY0886_MARKER: DB = BENCH MARK DISK
 GY0886_SETTING: 66 = SET IN ROCK OUTCROP
 GY0886_SP_SET: ROCK LEDGE
 GY0886_STAMPING: L 382 1967
 GY0886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0886+STABILITY: POSITION/ELEVATION WELL
 GY0886
 GY0886  HISTORY     - Date     Condition        Report By
 GY0886  HISTORY     - 1967     MONUMENTED       CGS
 GY0886
 GY0886                          STATION DESCRIPTION
 GY0886
 GY0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY0886'2.7 MI E FROM WHITESBURG.
 GY0886'ABOUT 2.7 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY0886'FROM THE STATION AT WHITESBURG, 8 POLES SOUTH OF MILEPOST 287, 11
 GY0886'RAILS NORTH OF THE CROSSING OF THE RAILROAD AND U.S. HIGHWAY 119,
 GY0886'NEAR THE CENTER OF A LONG CUT FOR THE RAILROAD, DIRECTLY BELOW
 GY0886'THE CENTER OF 3 OVERHEAD POWER LINE WIRES WHICH CROSS THE TRACK,
 GY0886'11 FEET WEST OF THE WEST RAIL OF THE TRACK, SET IN THE TOP OF A
 GY0886'3- X 3-FOOT LEDGE ON A ROCK AT THE BASE OF A CUT WHICH IS ABOUT
 GY0886'25 FEET HIGH, 40 FEET WEST AND ACROSS THE TRACK FROM TELEPHONE
 GY0886'POLE NUMBER 5316, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0063 ***********************************************************************
 GB0063  DESIGNATION -  L 386
 GB0063  PID         -  GB0063
 GB0063  STATE/COUNTY-  KY/MCCREARY
 GB0063  USGS QUAD   -  HAIL (1982)
 GB0063
 GB0063                         *CURRENT SURVEY CONTROL
 GB0063  ___________________________________________________________________
 GB0063* NAD 83(1986)-  36 53 50.     (N)    084 29 45.     (W)     SCALED    
 GB0063* NAVD 88     -       356.817  (meters)    1170.66   (feet)  ADJUSTED  
 GB0063  ___________________________________________________________________
 GB0063  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB0063  DYNAMIC HT  -         356.538 (meters)    1169.74  (feet)  COMP
 GB0063  MODELED GRAV-     979,836.3   (mgal)                       NAVD 88
 GB0063
 GB0063  VERT ORDER  -  FIRST     CLASS I
 GB0063
 GB0063.The horizontal coordinates were scaled from a topographic map and have
 GB0063.an estimated accuracy of +/- 6 seconds.
 GB0063
 GB0063.The orthometric height was determined by differential leveling
 GB0063.and adjusted by the National Geodetic Survey in June 1991..
 GB0063
 GB0063.The geoid height was determined by GEOID03.
 GB0063
 GB0063.The dynamic height is computed by dividing the NAVD 88
 GB0063.geopotential number by the normal gravity value computed on the
 GB0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0063.degrees latitude (g = 980.6199 gals.).
 GB0063
 GB0063.The modeled gravity was interpolated from observed gravity values.
 GB0063
 GB0063;                    North         East    Units  Estimated Accuracy
 GB0063;SPC KY1Z     - 1,063,340.    1,611,790.      MT  (+/- 180 meters Scaled)
 GB0063
 GB0063                          SUPERSEDED SURVEY CONTROL
 GB0063
 GB0063  NGVD 29 (??/??/92)  356.975  (m)         1171.18   (f) ADJ UNCH    1 1
 GB0063
 GB0063.Superseded values are not recommended for survey control.
 GB0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0063.See file dsdata.txt to determine how the superseded data were derived.
 GB0063
 GB0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF231864(NAD 83)
 GB0063_MARKER: DB = BENCH MARK DISK
 GB0063_SETTING: 66 = SET IN ROCK OUTCROP
 GB0063_SP_SET: ROCK CUT
 GB0063_STAMPING: L 386 1968
 GB0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0063+STABILITY: POSITION/ELEVATION WELL
 GB0063
 GB0063  HISTORY     - Date     Condition        Report By
 GB0063  HISTORY     - 1968     MONUMENTED       CGS
 GB0063
 GB0063                          STATION DESCRIPTION
 GB0063
 GB0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0063'9.5 MI S FROM BURNSIDE.
 GB0063'ABOUT 3.0 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0063'AT BURNSIDE, THENCE 6.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 27,
 GB0063'OR ABOUT 1.75 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0063'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, THENCE 1.0 MILE NORTH
 GB0063'ALONG THE SOUTHERN RAILWAY, THENCE 1.15 MILES NORTH ALONG AN
 GB0063'ABANDONED RAILROAD GRADE, THENCE 0.1 MILE EAST ALONG A TRAIL
 GB0063'ROAD, THENCE 0.15 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE 0.05
 GB0063'MILE EAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE NORTH ALONG
 GB0063'U.S. HIGHWAY 27, SET IN THE TOP OF A LEDGE IN THE SOUTHWEST
 GB0063'ROCK WALL OF A CUT FOR THE HIGHWAY, 230 FEET SOUTHEAST OF THE
 GB0063'NORTHWEST END OF THE CUT, 37 FEET SOUTHWEST OF THE CENTERLINE
 GB0063'OF THE HIGHWAY, 1.1 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 GB0063'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1467 ***********************************************************************
 GZ1467  DESIGNATION -  L 387
 GZ1467  PID         -  GZ1467
 GZ1467  STATE/COUNTY-  KY/ADAIR
 GZ1467  USGS QUAD   -  MONTPELIER (1976)
 GZ1467
 GZ1467                         *CURRENT SURVEY CONTROL
 GZ1467  ___________________________________________________________________
 GZ1467* NAD 83(1986)-  37 04 43.     (N)    085 12 26.     (W)     SCALED    
 GZ1467* NAVD 88     -       291.674  (meters)     956.93   (feet)  ADJUSTED  
 GZ1467  ___________________________________________________________________
 GZ1467  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GZ1467  DYNAMIC HT  -         291.439 (meters)     956.16  (feet)  COMP
 GZ1467  MODELED GRAV-     979,818.5   (mgal)                       NAVD 88
 GZ1467
 GZ1467  VERT ORDER  -  FIRST     CLASS I
 GZ1467
 GZ1467.The horizontal coordinates were scaled from a topographic map and have
 GZ1467.an estimated accuracy of +/- 6 seconds.
 GZ1467
 GZ1467.The orthometric height was determined by differential leveling
 GZ1467.and adjusted by the National Geodetic Survey in June 1991..
 GZ1467
 GZ1467.The geoid height was determined by GEOID03.
 GZ1467
 GZ1467.The dynamic height is computed by dividing the NAVD 88
 GZ1467.geopotential number by the normal gravity value computed on the
 GZ1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1467.degrees latitude (g = 980.6199 gals.).
 GZ1467
 GZ1467.The modeled gravity was interpolated from observed gravity values.
 GZ1467
 GZ1467;                    North         East    Units  Estimated Accuracy
 GZ1467;SPC KY1Z     - 1,082,860.    1,548,260.      MT  (+/- 180 meters Scaled)
 GZ1467
 GZ1467                          SUPERSEDED SURVEY CONTROL
 GZ1467
 GZ1467  NGVD 29 (??/??/92)  291.821  (m)          957.42   (f) ADJ UNCH    1 1
 GZ1467
 GZ1467.Superseded values are not recommended for survey control.
 GZ1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1467.See file dsdata.txt to determine how the superseded data were derived.
 GZ1467
 GZ1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG593050(NAD 83)
 GZ1467_MARKER: DB = BENCH MARK DISK
 GZ1467_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1467_SP_SET: ROCK OUTCROP
 GZ1467_STAMPING: L 387 1968
 GZ1467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1467+STABILITY: POSITION/ELEVATION WELL
 GZ1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1467+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 GZ1467
 GZ1467  HISTORY     - Date     Condition        Report By
 GZ1467  HISTORY     - 1968     MONUMENTED       CGS
 GZ1467  HISTORY     - 20050823 GOOD             KYTC
 GZ1467
 GZ1467                          STATION DESCRIPTION
 GZ1467
 GZ1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1467'6 MI E FROM COLUMBIA.
 GZ1467'ABOUT 0.6 MILE SOUTHEAST ALONG JAMESTOWN STREET WHICH IS STATE
 GZ1467'HIGHWAY 55 AND 80 FROM THE ADAIR COUNTY COURTHOUSE AT COLUMBIA,
 GZ1467'THENCE 5.35 MILES EAST ALONG STATE HIGHWAY 80, 79 FEET SOUTHEAST
 GZ1467'OF THE CENTER OF A JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 531,
 GZ1467'25 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 80, SET IN THE
 GZ1467'TOP OF A FLAT ROCK OUTCROP, 5 FEET NORTH OF A FENCE, 260 FEET EAST
 GZ1467'OF BENCH MARK S 238, 1.2 FEET NORTH OF A METAL WITNESS POST, AND
 GZ1467'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GZ1467
 GZ1467                          STATION RECOVERY (2005)
 GZ1467
 GZ1467'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1915 ***********************************************************************
 GZ1915  DESIGNATION -  L 388
 GZ1915  PID         -  GZ1915
 GZ1915  STATE/COUNTY-  KY/BARREN
 GZ1915  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ1915
 GZ1915                         *CURRENT SURVEY CONTROL
 GZ1915  ___________________________________________________________________
 GZ1915* NAD 83(1986)-  37 01 53.     (N)    085 57 02.     (W)     SCALED    
 GZ1915* NAVD 88     -       215.808  (meters)     708.03   (feet)  ADJUSTED  
 GZ1915  ___________________________________________________________________
 GZ1915  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GZ1915  DYNAMIC HT  -         215.636 (meters)     707.47  (feet)  COMP
 GZ1915  MODELED GRAV-     979,828.2   (mgal)                       NAVD 88
 GZ1915
 GZ1915  VERT ORDER  -  FIRST     CLASS I
 GZ1915
 GZ1915.This mark is at Glasgow Airport (GLW)
 GZ1915
 GZ1915.The horizontal coordinates were scaled from a topographic map and have
 GZ1915.an estimated accuracy of +/- 6 seconds.
 GZ1915
 GZ1915.The orthometric height was determined by differential leveling
 GZ1915.and adjusted by the National Geodetic Survey in June 1991..
 GZ1915
 GZ1915.The geoid height was determined by GEOID03.
 GZ1915
 GZ1915.The dynamic height is computed by dividing the NAVD 88
 GZ1915.geopotential number by the normal gravity value computed on the
 GZ1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1915.degrees latitude (g = 980.6199 gals.).
 GZ1915
 GZ1915.The modeled gravity was interpolated from observed gravity values.
 GZ1915
 GZ1915;                    North         East    Units  Estimated Accuracy
 GZ1915;SPC KY1Z     - 1,077,490.    1,482,160.      MT  (+/- 180 meters Scaled)
 GZ1915
 GZ1915                          SUPERSEDED SURVEY CONTROL
 GZ1915
 GZ1915  NGVD 29 (??/??/92)  215.935  (m)          708.45   (f) ADJ UNCH    1 1
 GZ1915
 GZ1915.Superseded values are not recommended for survey control.
 GZ1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1915.See file dsdata.txt to determine how the superseded data were derived.
 GZ1915
 GZ1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF933988(NAD 83)
 GZ1915_MARKER: DB = BENCH MARK DISK
 GZ1915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1915_SP_SET: FOUNDATION
 GZ1915_STAMPING: L 388 1968
 GZ1915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1915
 GZ1915  HISTORY     - Date     Condition        Report By
 GZ1915  HISTORY     - 1968     MONUMENTED       CGS
 GZ1915
 GZ1915                          STATION DESCRIPTION
 GZ1915
 GZ1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1915'6.4 MI NW FROM GLASGOW.
 GZ1915'ABOUT 0.4 MILE WEST ALONG WEST WASHINGTON STREET FROM THE BARREN
 GZ1915'COUNTY COURTHOUSE AT GLASGOW, THENCE 4.2 MILES NORTHWEST ALONG
 GZ1915'THE LOUISVILLE AND NASHVILLE RAILROAD, THENCE 0.75 MILE NORTHEAST
 GZ1915'ALONG A PAVED ROAD, THENCE 0.45 MILE SOUTHEAST ALONG A GRAVELED
 GZ1915'ROAD TO THE GLASGOW MUNICIPAL AIRPORT, THENCE 0.65 MILE EAST
 GZ1915'CROSS-COUNTRY TO THE MORE EASTERLY OF TWO HANGARS, SET IN THE TOP
 GZ1915'OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION FOR THE
 GZ1915'HANGAR, 0.1 MILE SOUTH OF A TAXIWAY, 1.0 FOOT SOUTH OF THE
 GZ1915'NORTHEAST CORNER OF THE HANGAR, AND ABOUT 1 FOOT ABOVE THE
 GZ1915'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0384 ***********************************************************************
 HB0384  DESIGNATION -  L 389
 HB0384  PID         -  HB0384
 HB0384  STATE/COUNTY-  KY/MCCRACKEN
 HB0384  USGS QUAD   -  HEATH (1978)
 HB0384
 HB0384                         *CURRENT SURVEY CONTROL
 HB0384  ___________________________________________________________________
 HB0384* NAD 83(1986)-  37 03 45.     (N)    088 47 58.     (W)     SCALED    
 HB0384* NAVD 88     -       114.155  (meters)     374.52   (feet)  ADJUSTED  
 HB0384  ___________________________________________________________________
 HB0384  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 HB0384  DYNAMIC HT  -         114.071 (meters)     374.25  (feet)  COMP
 HB0384  MODELED GRAV-     979,887.2   (mgal)                       NAVD 88
 HB0384
 HB0384  VERT ORDER  -  FIRST     CLASS I
 HB0384
 HB0384.The horizontal coordinates were scaled from a topographic map and have
 HB0384.an estimated accuracy of +/- 6 seconds.
 HB0384
 HB0384.The orthometric height was determined by differential leveling
 HB0384.and adjusted by the National Geodetic Survey in June 1991..
 HB0384
 HB0384.The geoid height was determined by GEOID03.
 HB0384
 HB0384.The dynamic height is computed by dividing the NAVD 88
 HB0384.geopotential number by the normal gravity value computed on the
 HB0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0384.degrees latitude (g = 980.6199 gals.).
 HB0384
 HB0384.The modeled gravity was interpolated from observed gravity values.
 HB0384
 HB0384;                    North         East    Units  Estimated Accuracy
 HB0384;SPC KY1Z     - 1,085,360.    1,228,830.      MT  (+/- 180 meters Scaled)
 HB0384
 HB0384                          SUPERSEDED SURVEY CONTROL
 HB0384
 HB0384  NGVD 29 (??/??/??)  114.114  (m)          374.39   (f) ADJUSTED    1 1
 HB0384
 HB0384.Superseded values are not recommended for survey control.
 HB0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0384.See file dsdata.txt to determine how the superseded data were derived.
 HB0384
 HB0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG400033(NAD 83)
 HB0384_MARKER: DB = BENCH MARK DISK
 HB0384_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HB0384_SP_SET: CULVERT HEADWALL
 HB0384_STAMPING: L 389 1968
 HB0384_MARK LOGO: CGS   
 HB0384_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0384+STABILITY: SURFACE MOTION
 HB0384
 HB0384  HISTORY     - Date     Condition        Report By
 HB0384  HISTORY     - 1968     MONUMENTED       CGS
 HB0384  HISTORY     - 19930801 GOOD             KYDT
 HB0384  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 HB0384
 HB0384                          STATION DESCRIPTION
 HB0384
 HB0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0384'3.8 MI SW FROM WEST PADUCAH.
 HB0384'ABOUT 0.3 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0384'THE POST OFFICE AT WEST PADUCAH TO MAXON CROSSING, THENCE 1.1
 HB0384'MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD, THENCE 2.45
 HB0384'MILES WEST ALONG U.S. HIGHWAY 60, OR ABOUT 0.1 MILE SOUTH ALONG
 HB0384'WALLACE AVENUE FROM THE POST OFFICE AT KEVIL, THENCE 5.0 MILES
 HB0384'EAST ALONG U.S. HIGHWAY 60, 0.15 MILE EAST OF A JUNCTION OF THE
 HB0384'HIGHWAY AND STATE HIGHWAY 996, 100 YARDS WEST OF THE MOST
 HB0384'WESTERLY OF THREE CONCRETE HIGHWAY BRIDGES, SET IN THE CENTER
 HB0384'OF THE TOP OF THE SOUTH CONCRETE HEADWALL OF A DOUBLE-CHANNEL
 HB0384'CULVERT UNDER THE HIGHWAY, 25 FEET SOUTH OF THE CENTERLINE AND
 HB0384'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 HB0384
 HB0384                          STATION RECOVERY (1993)
 HB0384
 HB0384'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 HB0384'RECOVERED AS DESCRIBED.
 HB0384
 HB0384                          STATION RECOVERY (2003)
 HB0384
 HB0384'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0384'CHANGE US HIGHWAY 60  TO KY STATE HIGHWAY 3520
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0051 ***********************************************************************
 GZ0051  DESIGNATION -  L 39
 GZ0051  PID         -  GZ0051
 GZ0051  STATE/COUNTY-  KY/MADISON
 GZ0051  USGS QUAD   -  BEREA (1993)
 GZ0051
 GZ0051                         *CURRENT SURVEY CONTROL
 GZ0051  ___________________________________________________________________
 GZ0051* NAD 83(1986)-  37 35 25.     (N)    084 18 08.     (W)     SCALED    
 GZ0051* NAVD 88     -       297.927  (meters)     977.45   (feet)  ADJUSTED  
 GZ0051  ___________________________________________________________________
 GZ0051  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GZ0051  DYNAMIC HT  -         297.703 (meters)     976.71  (feet)  COMP
 GZ0051  MODELED GRAV-     979,871.2   (mgal)                       NAVD 88
 GZ0051
 GZ0051  VERT ORDER  -  SECOND    CLASS 0
 GZ0051
 GZ0051.The horizontal coordinates were scaled from a topographic map and have
 GZ0051.an estimated accuracy of +/- 6 seconds.
 GZ0051
 GZ0051.The orthometric height was determined by differential leveling
 GZ0051.and adjusted by the National Geodetic Survey in June 1991..
 GZ0051
 GZ0051.The geoid height was determined by GEOID03.
 GZ0051
 GZ0051.The dynamic height is computed by dividing the NAVD 88
 GZ0051.geopotential number by the normal gravity value computed on the
 GZ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0051.degrees latitude (g = 980.6199 gals.).
 GZ0051
 GZ0051.The modeled gravity was interpolated from observed gravity values.
 GZ0051
 GZ0051;                    North         East    Units  Estimated Accuracy
 GZ0051;SPC KY1Z     - 1,140,490.    1,627,850.      MT  (+/- 180 meters Scaled)
 GZ0051
 GZ0051                          SUPERSEDED SURVEY CONTROL
 GZ0051
 GZ0051  NGVD 29 (??/??/92)  298.073  (m)          977.93   (f) ADJ UNCH    2 0
 GZ0051
 GZ0051.Superseded values are not recommended for survey control.
 GZ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0051.See file dsdata.txt to determine how the superseded data were derived.
 GZ0051
 GZ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG381637(NAD 83)
 GZ0051_MARKER: DB = BENCH MARK DISK
 GZ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0051_STAMPING: L 39 1935 977.928
 GZ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0051+STABILITY: SURFACE MOTION
 GZ0051
 GZ0051  HISTORY     - Date     Condition        Report By
 GZ0051  HISTORY     - 1935     MONUMENTED       CGS
 GZ0051  HISTORY     - 1961     GOOD             PAS
 GZ0051  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 GZ0051
 GZ0051                          STATION DESCRIPTION
 GZ0051
 GZ0051'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GZ0051'1.5 MI N FROM BEREA.
 GZ0051'1.5 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0051'FROM THE STATION AT BEREA, 129 FEET SOUTHEAST OF THE CENTER OF
 GZ0051'THE CROSSING OF THE EAST TRACK AND AN NORTHWEST-SOUTHEAST BLACK
 GZ0051'TOP ROAD, 35.4 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 GZ0051'26 FEET SOUTHWEST OF THE CENTERLINE OF THE BLACK TOP ROAD, 6
 GZ0051'FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT EAST OF BEING IN LINE
 GZ0051'WITH LOW OF POLES, 25 FEET NORTHWEST OF A POWER POLE FROM WHICH
 GZ0051'LINE CROSSES RAILROAD, 7 FEET SOUTHWEST OF A FENCE CORNER, 2
 GZ0051'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 GZ0051'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ0051'4 INCHES.  NOTE-- IT IS 8.5 FEET WEST OF A METAL WITNESS POST
 GZ0051'AND SIGN.  OLD DESCRIPTION ADEQUATE.
 GZ0051
 GZ0051                          STATION RECOVERY (1980)
 GZ0051
 GZ0051'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GZ0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0006 ***********************************************************************
 GD0006  DESIGNATION -  L 390
 GD0006  PID         -  GD0006
 GD0006  STATE/COUNTY-  KY/LYON
 GD0006  USGS QUAD   -  BIRMINGHAM POINT (1987)
 GD0006
 GD0006                         *CURRENT SURVEY CONTROL
 GD0006  ___________________________________________________________________
 GD0006* NAD 83(1986)-  36 59 25.     (N)    088 13 18.     (W)     SCALED    
 GD0006* NAVD 88     -       112.930  (meters)     370.50   (feet)  ADJUSTED  
 GD0006  ___________________________________________________________________
 GD0006  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GD0006  DYNAMIC HT  -         112.845 (meters)     370.23  (feet)  COMP
 GD0006  MODELED GRAV-     979,878.1   (mgal)                       NAVD 88
 GD0006
 GD0006  VERT ORDER  -  FIRST     CLASS I
 GD0006
 GD0006.The horizontal coordinates were scaled from a topographic map and have
 GD0006.an estimated accuracy of +/- 6 seconds.
 GD0006
 GD0006.The orthometric height was determined by differential leveling
 GD0006.and adjusted by the National Geodetic Survey in June 1991..
 GD0006
 GD0006.The geoid height was determined by GEOID03.
 GD0006
 GD0006.The dynamic height is computed by dividing the NAVD 88
 GD0006.geopotential number by the normal gravity value computed on the
 GD0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0006.degrees latitude (g = 980.6199 gals.).
 GD0006
 GD0006.The modeled gravity was interpolated from observed gravity values.
 GD0006
 GD0006;                    North         East    Units  Estimated Accuracy
 GD0006;SPC KY1Z     - 1,075,830.    1,279,990.      MT  (+/- 180 meters Scaled)
 GD0006
 GD0006                          SUPERSEDED SURVEY CONTROL
 GD0006
 GD0006  NGVD 29 (??/??/??)  113.005  (m)          370.75   (f) ADJUSTED    1 1
 GD0006
 GD0006.Superseded values are not recommended for survey control.
 GD0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0006.See file dsdata.txt to determine how the superseded data were derived.
 GD0006
 GD0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF912944(NAD 83)
 GD0006_MARKER: DB = BENCH MARK DISK
 GD0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0006_STAMPING: L 390 1968
 GD0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0006+STABILITY: SURFACE MOTION
 GD0006
 GD0006  HISTORY     - Date     Condition        Report By
 GD0006  HISTORY     - 1968     MONUMENTED       CGS
 GD0006  HISTORY     - 20030805 MARK NOT FOUND   KYDT
 GD0006
 GD0006                          STATION DESCRIPTION
 GD0006
 GD0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0006'3 MI S FROM BARKLEY DAM.
 GD0006'ABOUT 0.75 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 GD0006'FROM THE NAVIGATION LOCK AT BARKLEY DAM, THENCE 0.6 MILE SOUTH
 GD0006'ALONG A SIDETRACK, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD TO
 GD0006'THE POST OFFICE AT GRAND RIVERS, THENCE 1.3 MILES SOUTH ALONG
 GD0006'STATE HIGHWAY 53, BENEATH THE CENTER OF THE NORTHWEST END OF A
 GD0006'HIGHWAY BRIDGE OVER BARKLEY CANAL, ON THE NORTHWEST BERM AND
 GD0006'24 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE CANAL, 1.5 FEET
 GD0006'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE BERM
 GD0006'OF THE CANAL, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GD0006'PROJECTS 5 INCHES.
 GD0006
 GD0006                          STATION RECOVERY (2003)
 GD0006
 GD0006'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GD0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0899 ***********************************************************************
 HA0899  DESIGNATION -  L 391
 HA0899  PID         -  HA0899
 HA0899  STATE/COUNTY-  KY/CALDWELL
 HA0899  USGS QUAD   -  PRINCETON WEST (1967)
 HA0899
 HA0899                         *CURRENT SURVEY CONTROL
 HA0899  ___________________________________________________________________
 HA0899* NAD 83(1986)-  37 05 49.     (N)    087 57 47.     (W)     SCALED    
 HA0899* NAVD 88     -       164.684  (meters)     540.30   (feet)  ADJUSTED  
 HA0899  ___________________________________________________________________
 HA0899  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 HA0899  DYNAMIC HT  -         164.560 (meters)     539.89  (feet)  COMP
 HA0899  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 HA0899
 HA0899  VERT ORDER  -  FIRST     CLASS I
 HA0899
 HA0899.The horizontal coordinates were scaled from a topographic map and have
 HA0899.an estimated accuracy of +/- 6 seconds.
 HA0899
 HA0899.The orthometric height was determined by differential leveling
 HA0899.and adjusted by the National Geodetic Survey in June 1991..
 HA0899
 HA0899.The geoid height was determined by GEOID03.
 HA0899
 HA0899.The dynamic height is computed by dividing the NAVD 88
 HA0899.geopotential number by the normal gravity value computed on the
 HA0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0899.degrees latitude (g = 980.6199 gals.).
 HA0899
 HA0899.The modeled gravity was interpolated from observed gravity values.
 HA0899
 HA0899;                    North         East    Units  Estimated Accuracy
 HA0899;SPC KY1Z     - 1,087,080.    1,303,280.      MT  (+/- 180 meters Scaled)
 HA0899
 HA0899                          SUPERSEDED SURVEY CONTROL
 HA0899
 HA0899  NGVD 29 (??/??/92)  164.743  (m)          540.49   (f) ADJ UNCH    1 1
 HA0899
 HA0899.Superseded values are not recommended for survey control.
 HA0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0899.See file dsdata.txt to determine how the superseded data were derived.
 HA0899
 HA0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG144060(NAD 83)
 HA0899_MARKER: DB = BENCH MARK DISK
 HA0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0899_STAMPING: L 391 1968
 HA0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0899+STABILITY: SURFACE MOTION
 HA0899
 HA0899  HISTORY     - Date     Condition        Report By
 HA0899  HISTORY     - 1968     MONUMENTED       CGS
 HA0899
 HA0899                          STATION DESCRIPTION
 HA0899
 HA0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HA0899'4.7 MI W FROM PRINCETON.
 HA0899'ABOUT 0.2 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS
 HA0899'STATE HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL COUNTY COURTHOUSE
 HA0899'AT PRINCETON TO THE ILLINOIS CENTRAL RAILROAD OVERPASS, THENCE
 HA0899'0.5 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD TO A RAILROAD
 HA0899'JUNCTION, THENCE 4.0 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD,
 HA0899'59 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 188 FEET
 HA0899'NORTHWEST OF SEMAPHORE NUMBER J184.5, 28 FEET EAST OF THE CENTERLINE
 HA0899'OF A DRIVEWAY, 128 FEET NORTHEAST AND ACROSS THE TRACKS FROM
 HA0899'TELEPHONE POLE NUMBER F 33, 93 FEET SOUTHEAST OF THE SOUTHEAST
 HA0899'CORNER OF A PORCH ON A FRAME HOUSE, 13 FEET EAST OF A 14-INCH MAPLE
 HA0899'TREE, 3 1/2 FEET SOUTH OF A FENCE, 1.7 FEET NORTH OF A METAL WITNESS
 HA0899'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
 HA0899'OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1219 ***********************************************************************
 GC1219  DESIGNATION -  L 392
 GC1219  PID         -  GC1219
 GC1219  STATE/COUNTY-  KY/CHRISTIAN
 GC1219  USGS QUAD   -  PEMBROKE (1981)
 GC1219
 GC1219                         *CURRENT SURVEY CONTROL
 GC1219  ___________________________________________________________________
 GC1219* NAD 83(1986)-  36 51 01.     (N)    087 21 07.     (W)     SCALED    
 GC1219* NAVD 88     -       175.322  (meters)     575.20   (feet)  ADJUSTED  
 GC1219  ___________________________________________________________________
 GC1219  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC1219  DYNAMIC HT  -         175.184 (meters)     574.75  (feet)  COMP
 GC1219  MODELED GRAV-     979,839.8   (mgal)                       NAVD 88
 GC1219
 GC1219  VERT ORDER  -  FIRST     CLASS I
 GC1219
 GC1219.The horizontal coordinates were scaled from a topographic map and have
 GC1219.an estimated accuracy of +/- 6 seconds.
 GC1219
 GC1219.The orthometric height was determined by differential leveling
 GC1219.and adjusted by the National Geodetic Survey in June 1991..
 GC1219
 GC1219.The geoid height was determined by GEOID03.
 GC1219
 GC1219.The dynamic height is computed by dividing the NAVD 88
 GC1219.geopotential number by the normal gravity value computed on the
 GC1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1219.degrees latitude (g = 980.6199 gals.).
 GC1219
 GC1219.The modeled gravity was interpolated from observed gravity values.
 GC1219
 GC1219;                    North         East    Units  Estimated Accuracy
 GC1219;SPC KY1Z     - 1,058,600.    1,357,130.      MT  (+/- 180 meters Scaled)
 GC1219
 GC1219                          SUPERSEDED SURVEY CONTROL
 GC1219
 GC1219  NGVD 29 (??/??/92)  175.396  (m)          575.45   (f) ADJ UNCH    1 1
 GC1219
 GC1219.Superseded values are not recommended for survey control.
 GC1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1219.See file dsdata.txt to determine how the superseded data were derived.
 GC1219
 GC1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF686783(NAD 83)
 GC1219_MARKER: DB = BENCH MARK DISK
 GC1219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1219_SP_SET: BRIDGE
 GC1219_STAMPING: L 392 1968
 GC1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1219
 GC1219  HISTORY     - Date     Condition        Report By
 GC1219  HISTORY     - 1968     MONUMENTED       CGS
 GC1219
 GC1219                          STATION DESCRIPTION
 GC1219
 GC1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1219'3 MI W FROM FAIRVIEW.
 GC1219'ABOUT 2.95 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GC1219'FROM THE JEFFERSON DAVIS MONUMENT AT FAIRVIEW, 71 FEET WEST OF
 GC1219'THE CENTER OF THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY
 GC1219'1027, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 GC1219'ABUTMENT OF A HIGHWAY BRIDGE OVER A LITTLE RIVER SOUTH FORK, 17
 GC1219'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 1/2 FEET SOUTH OF
 GC1219'THE SOUTH CONCRETE GUARD RAIL OF THE BRIDGE, AND ABOUT LEVEL
 GC1219'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE8398 ***********************************************************************
 DE8398  DESIGNATION -  L 392 RESET
 DE8398  PID         -  DE8398
 DE8398  STATE/COUNTY-  KY/CHRISTIAN
 DE8398  USGS QUAD   -  PEMBROKE (1981)
 DE8398
 DE8398                         *CURRENT SURVEY CONTROL
 DE8398  ___________________________________________________________________
 DE8398* NAD 83(1986)-  36 51 01.     (N)    087 21 07.     (W)     SCALED    
 DE8398* NAVD 88     -       174.46   (meters)     572.4    (feet)  RESET     
 DE8398  ___________________________________________________________________
 DE8398  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DE8398
 DE8398  VERT ORDER  -  THIRD
 DE8398
 DE8398.The horizontal coordinates were scaled from a topographic map and have
 DE8398.an estimated accuracy of +/- 6 seconds.
 DE8398
 DE8398.The orthometric height was computed from unverified reset data.
 DE8398.No vertical observational check was made to the station.
 DE8398
 DE8398.The geoid height was determined by GEOID03.
 DE8398
 DE8398;                    North         East    Units  Estimated Accuracy
 DE8398;SPC KY1Z     - 1,058,600.    1,357,130.      MT  (+/- 180 meters Scaled)
 DE8398
 DE8398                          SUPERSEDED SURVEY CONTROL
 DE8398
 DE8398.No superseded survey control is available for this station.
 DE8398
 DE8398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF686783(NAD 83)
 DE8398_MARKER: DV = VERTICAL CONTROL DISK
 DE8398_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8398_SP_SET: BRIDGE ABUTMENT
 DE8398_STAMPING: L 392 1968 RESET 2002
 DE8398_MARK LOGO: NGS   
 DE8398_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8398
 DE8398  HISTORY     - Date     Condition        Report By
 DE8398  HISTORY     - 2002     MONUMENTED       KYDT
 DE8398
 DE8398                          STATION DESCRIPTION
 DE8398
 DE8398'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 DE8398'4.1 MILES (6.6 KM) EAST ALONG US 68 FROM THE JUNCTION OF THE
 DE8398'HOPKINSVILLE BYPASS ON THE EAST SIDE OF HOPKINSVILLE, ABOUT 2.9 MILES
 DE8398'(4.7 KM) WEST ALONG US 68 FROM THE CHRISTAIN-TODD COUNTY LINE, A
 DE8398'VERTICAL CONTROL DISK SET IN A DRILL HOLE IN THE TOP OF THE NORTH END
 DE8398'OF THE EAST ABUTMENT OF A 160 FOOT (48.8 M) CONCRETE BRIDGE OVER THE
 DE8398'SOUTH FORK OF LITTLE RIVER FOR THE EAST BOUND LANES OF ROAD, 21 FEET
 DE8398'(6.4 M) NORTH OF THE CENTERLINE OF ROAD, 1.3 FEET (0.4 M) NORTH OF THE
 DE8398'NORTH FACE OF THE NORTH BARRIER WALL, 0.5 FEET (15.2 CM) ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0470 ***********************************************************************
 GD0470  DESIGNATION -  L 393
 GD0470  PID         -  GD0470
 GD0470  STATE/COUNTY-  KY/CARLISLE
 GD0470  USGS QUAD   -  WICKLIFFE (1983)
 GD0470
 GD0470                         *CURRENT SURVEY CONTROL
 GD0470  ___________________________________________________________________
 GD0470* NAD 83(1986)-  36 55 37.     (N)    089 03 40.     (W)     SCALED    
 GD0470* NAVD 88     -        96.613  (meters)     316.97   (feet)  ADJUSTED  
 GD0470  ___________________________________________________________________
 GD0470  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0470  DYNAMIC HT  -          96.540 (meters)     316.73  (feet)  COMP
 GD0470  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 GD0470
 GD0470  VERT ORDER  -  FIRST     CLASS I
 GD0470
 GD0470.The horizontal coordinates were scaled from a topographic map and have
 GD0470.an estimated accuracy of +/- 6 seconds.
 GD0470
 GD0470.The orthometric height was determined by differential leveling
 GD0470.and adjusted by the National Geodetic Survey in June 1991..
 GD0470
 GD0470.The geoid height was determined by GEOID03.
 GD0470
 GD0470.The dynamic height is computed by dividing the NAVD 88
 GD0470.geopotential number by the normal gravity value computed on the
 GD0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0470.degrees latitude (g = 980.6199 gals.).
 GD0470
 GD0470.The modeled gravity was interpolated from observed gravity values.
 GD0470
 GD0470;                    North         East    Units  Estimated Accuracy
 GD0470;SPC KY1Z     - 1,071,120.    1,205,040.      MT  (+/- 180 meters Scaled)
 GD0470
 GD0470                          SUPERSEDED SURVEY CONTROL
 GD0470
 GD0470  NGVD 29 (??/??/??)   96.500  (m)          316.60   (f) ADJUSTED    1 1
 GD0470
 GD0470.Superseded values are not recommended for survey control.
 GD0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0470.See file dsdata.txt to determine how the superseded data were derived.
 GD0470
 GD0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF164887(NAD 83)
 GD0470_MARKER: DB = BENCH MARK DISK
 GD0470_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0470_SP_SET: 64 FEET
 GD0470_STAMPING: L 393 1974
 GD0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0470
 GD0470  HISTORY     - Date     Condition        Report By
 GD0470  HISTORY     - 1974     MONUMENTED       NGS
 GD0470  HISTORY     - 20000601 MARK NOT FOUND   USE
 GD0470
 GD0470                          STATION DESCRIPTION
 GD0470
 GD0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0470'3.6 MI SE FROM WICKLIFFE.
 GD0470'ABOUT 3.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 51 FROM THE
 GD0470'COURTHOUSE AT WICKLIFFE, 140 FEET SOUTH OF THE CENTER OF THE
 GD0470'CROSSING WITH GULF, MOBILE AND OHIO RAILROAD, 91 FEET
 GD0470'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL SIGNAL CONTROL
 GD0470'BOX, 76 FEET WEST OF THE WEST RAIL OF MAIN TRACK, 84 FEET
 GD0470'WEST-SOUTHWEST OF A FROG POINT IN TRACK, 96 FEET SOUTHWEST OF
 GD0470'AND ACROSS TRACK FROM A SWITCH STAND, 63.6 FEET SOUTHEAST OF A
 GD0470'30-INCH OAK TREE, BETWEEN TWO CREOSOTED WITNESS POSTS, 6 1/2 FEET
 GD0470'BELOW LEVEL OF THE RAILS AND ON THE TOP OF A COPPER COATED STEEL
 GD0470'ROD, FLUSH WITH THE GROUND AND PROTECTED BY A 4-INCH IRON PIPE
 GD0470'PROJECTING 5-INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 64 FEET.
 GD0470
 GD0470                          STATION RECOVERY (2000)
 GD0470
 GD0470'RECOVERY NOTE BY US ENGINEERS 2000 (DLB)
 GD0470'NOT RECOVERED.  FULL DESCRIPTION IN DATABASE.  WILL PROBABLY HOLD
 GD0470'POSITION AND ELEVATION WELL.  ROD DEPTH- 64 FT (19.5 M) SLEEVE DEPTH
 GD0470'10 FT (3.0 M) .  NEEDS LIGHT TRUCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1877 ***********************************************************************
 GD1877  DESIGNATION -  L 393 RESET
 GD1877  PID         -  GD1877
 GD1877  STATE/COUNTY-  KY/BALLARD
 GD1877  USGS QUAD   -  WICKLIFFE (1983)
 GD1877
 GD1877                         *CURRENT SURVEY CONTROL
 GD1877  ___________________________________________________________________
 GD1877* NAD 83(1986)-  36 55 37.     (N)    089 03 40.     (W)     SCALED    
 GD1877* NAVD 88     -        99.74   (meters)     327.2    (feet)  RESET     
 GD1877  ___________________________________________________________________
 GD1877  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1877
 GD1877  VERT ORDER  -  THIRD
 GD1877
 GD1877.The horizontal coordinates were scaled from a topographic map and have
 GD1877.an estimated accuracy of +/- 6 seconds.
 GD1877
 GD1877.The orthometric height was computed from unverified reset data.
 GD1877.No vertical observational check was made to the station.
 GD1877
 GD1877.The geoid height was determined by GEOID03.
 GD1877
 GD1877;                    North         East    Units  Estimated Accuracy
 GD1877;SPC KY1Z     - 1,071,120.    1,205,040.      MT  (+/- 180 meters Scaled)
 GD1877
 GD1877                          SUPERSEDED SURVEY CONTROL
 GD1877
 GD1877  NGVD 29 (10/08/05)   99.62   (m)          326.8    (f) RESET       3  
 GD1877
 GD1877.Superseded values are not recommended for survey control.
 GD1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1877.See file dsdata.txt to determine how the superseded data were derived.
 GD1877
 GD1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF164887(NAD 83)
 GD1877_MARKER: DB = BENCH MARK DISK
 GD1877_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GD1877_SP_SET: BRIDGE ABUTMENT
 GD1877_STAMPING: L 393 RESET 1987
 GD1877_MARK LOGO: KYHD  
 GD1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1877
 GD1877  HISTORY     - Date     Condition        Report By
 GD1877  HISTORY     - 1987     MONUMENTED       KYHD
 GD1877
 GD1877                          STATION DESCRIPTION
 GD1877
 GD1877'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1987
 GD1877'5.7 KM (3.55 MI) SE FROM WICKLIFFE.
 GD1877'3.55 MI SOUTHEAST FROM THE COURTHOUSE IN WICKLIFFE ALONG US HIGHWAY
 GD1877'51, IN BRIDGE RAILING AT SOUTHEAST END ON NORTHEAST ABUTMENT, 23 FEET
 GD1877'NORTHEAST OF THE BRIDGE CENTERLINE.
 GD1877'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0650 ***********************************************************************
 GD0650  DESIGNATION -  L 394
 GD0650  PID         -  GD0650
 GD0650  STATE/COUNTY-  KY/FULTON
 GD0650  USGS QUAD   -  CAYCE (1982)
 GD0650
 GD0650                         *CURRENT SURVEY CONTROL
 GD0650  ___________________________________________________________________
 GD0650* NAD 83(1986)-  36 33 18.     (N)    089 02 06.     (W)     SCALED    
 GD0650* NAVD 88     -       119.975  (meters)     393.62   (feet)  ADJUSTED  
 GD0650  ___________________________________________________________________
 GD0650  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GD0650  DYNAMIC HT  -         119.881 (meters)     393.31  (feet)  COMP
 GD0650  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 GD0650
 GD0650  VERT ORDER  -  FIRST     CLASS I
 GD0650
 GD0650.The horizontal coordinates were scaled from a topographic map and have
 GD0650.an estimated accuracy of +/- 6 seconds.
 GD0650
 GD0650.The orthometric height was determined by differential leveling
 GD0650.and adjusted by the National Geodetic Survey in June 1991..
 GD0650
 GD0650.The geoid height was determined by GEOID03.
 GD0650
 GD0650.The dynamic height is computed by dividing the NAVD 88
 GD0650.geopotential number by the normal gravity value computed on the
 GD0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0650.degrees latitude (g = 980.6199 gals.).
 GD0650
 GD0650.The modeled gravity was interpolated from observed gravity values.
 GD0650
 GD0650;                    North         East    Units  Estimated Accuracy
 GD0650;SPC KY1Z     - 1,029,780.    1,205,910.      MT  (+/- 180 meters Scaled)
 GD0650
 GD0650                          SUPERSEDED SURVEY CONTROL
 GD0650
 GD0650  NGVD 29 (??/??/??)  119.909  (m)          393.40   (f) ADJUSTED    1 1
 GD0650
 GD0650.Superseded values are not recommended for survey control.
 GD0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0650.See file dsdata.txt to determine how the superseded data were derived.
 GD0650
 GD0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF178474(NAD 83)
 GD0650_MARKER: DB = BENCH MARK DISK
 GD0650_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0650_SP_SET: 48 FEET
 GD0650_STAMPING: L 394 1974
 GD0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0650+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2002
 GD0650
 GD0650  HISTORY     - Date     Condition        Report By
 GD0650  HISTORY     - 1974     MONUMENTED       NGS
 GD0650  HISTORY     - 20020307 GOOD             USACE
 GD0650
 GD0650                          STATION DESCRIPTION
 GD0650
 GD0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0650'AT CAYCE.
 GD0650'AT CAYCE, AT THE METHODIST CHURCH, SET ON THE NORTH SIDE AND NEAR
 GD0650'THE NORTHEAST CORNER, 152 FEET SOUTH OF THE CENTER LINE OF STATE
 GD0650'HIGHWAY 94, 10 FEET EAST OF THE EXTENDED CENTER LINE OF THE EAST
 GD0650'DRIVEWAY, 7 FEET WEST OF THE NORTHEAST CORNER, 3.4 FEET NORTH
 GD0650'OF THE NORTH FACE OF CHURCH, ABOUT LEVEL WITH THE HIGHWAY AND ON
 GD0650'TOP OF A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND.  THE ROD WAS
 GD0650'DRIVEN TO A DEPTH OF 48 FEET.  NOTE-- ROD WAS DRIVING HARD AT 48
 GD0650'FEET.
 GD0650
 GD0650                          STATION RECOVERY (2002)
 GD0650
 GD0650'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5287 ***********************************************************************
 DG5287  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5287  DESIGNATION -  L 394X
 DG5287  PID         -  DG5287
 DG5287  STATE/COUNTY-  KY/FULTON
 DG5287  USGS QUAD   -  CAYCE (1982)
 DG5287
 DG5287                         *CURRENT SURVEY CONTROL
 DG5287  ___________________________________________________________________
 DG5287* NAD 83(1993)-  36 33 18.80747(N)    089 02 06.61130(W)     ADJUSTED  
 DG5287* NAVD 88     -       119.82   (meters)     393.1    (feet)  GPS OBS   
 DG5287  ___________________________________________________________________
 DG5287  X           -      86,375.935 (meters)                     COMP
 DG5287  Y           -  -5,128,890.813 (meters)                     COMP
 DG5287  Z           -   3,777,913.611 (meters)                     COMP
 DG5287  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DG5287  ELLIP HEIGHT-          91.75  (meters)          (04/05/04) GPS OBS
 DG5287  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DG5287
 DG5287  HORZ ORDER  -  B
 DG5287  ELLP ORDER  -  FOURTH    CLASS II
 DG5287
 DG5287.The horizontal coordinates were established by GPS observations
 DG5287.and adjusted by the National Geodetic Survey in April 2004..
 DG5287
 DG5287.The orthometric height was determined by GPS observations and a
 DG5287.high-resolution geoid model using precise GPS observation and
 DG5287.processing techniques. It supersedes the leveled height previously
 DG5287.determined for this station.
 DG5287
 DG5287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5287
 DG5287.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5287
 DG5287.The ellipsoidal height was determined by GPS observations
 DG5287.and is referenced to NAD 83.
 DG5287
 DG5287.The geoid height was determined by GEOID03.
 DG5287
 DG5287;                    North         East     Units Scale Factor Converg.
 DG5287;SPC KY1Z     - 1,029,805.034 1,205,898.459   MT  1.00016815   -2 01 01.1
 DG5287;SPC KY1Z     - 3,378,618.68  3,956,351.86   sFT  1.00016815   -2 01 01.1
 DG5287;SPC KY S     -   529,737.479   205,935.520   MT  1.00003710   -1 59 32.4
 DG5287;SPC KY S     - 1,737,980.38    675,640.12   sFT  1.00003710   -1 59 32.4
 DG5287;UTM  16      - 4,047,460.958   317,858.112   MT  1.00000875   -1 12 44.9
 DG5287
 DG5287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5287!SPC KY1Z     -   0.99998560  x   1.00016815  =   1.00015375
 DG5287!SPC KY S     -   0.99998560  x   1.00003710  =   1.00002270
 DG5287!UTM  16      -   0.99998560  x   1.00000875  =   0.99999435
 DG5287
 DG5287                          SUPERSEDED SURVEY CONTROL
 DG5287
 DG5287  NAVD 88 (04/05/04)  119.80   (m)          393.0    (f) LEVELING    3  
 DG5287
 DG5287.Superseded values are not recommended for survey control.
 DG5287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5287.See file dsdata.txt to determine how the superseded data were derived.
 DG5287
 DG5287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1785847461(NAD 83)
 DG5287_MARKER: F = FLANGE-ENCASED ROD
 DG5287_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5287+WITH SETTING: INFORMATION.
 DG5287_STAMPING: L 394X 2002
 DG5287_MARK LOGO: USACE 
 DG5287_PROJECTION: RECESSED 8 CENTIMETERS
 DG5287_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5287+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 DG5287_ROD/PIPE-DEPTH: 2.1  meters
 DG5287
 DG5287  HISTORY     - Date     Condition        Report By
 DG5287  HISTORY     - 20020619 MONUMENTED       EMCINC
 DG5287  HISTORY     - 20030714 GOOD             EMCINC
 DG5287
 DG5287                          STATION DESCRIPTION
 DG5287
 DG5287'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5287'THE MARK IS LOCATED IN CAYCE, KENTUCKY AT THE CAYCE UNITED METHODIST
 DG5287'CHURCH.TO REACH THE MARK FROM INTERSECTION OF STATE HIGHWAY 239 AND
 DG5287'STATE HIGHWAY 94 PROCEED WEST ON HIGHWAY 94, 0.49 KILOMETERS (0.3
 DG5287'MILES) TO CAYCE UNITED METHODIST CHURCH ON THE LEFT. MARK IS 25.1
 DG5287'METERS (82.3 FEET) NORTH OF CENTERLINE OF STATE HIGHWAY 94, 23.3
 DG5287'METERS (76.3 FEET) NORTHEAST OF NORTHEAST CORNER OF METHODIST CHURCH,
 DG5287'23.0 METERS (75.4 FEET) NORTHEAST OF NGS BENCHMARK L 394, AND 10.9
 DG5287'METERS (35.7 FEET) EAST OF CENTERLINE OF GRAVEL DRIVE LEADING TO
 DG5287'METHODIST CHURCH, 21.8 METERS (71.5 FEET) SOUTHEAST OF CARSONITE
 DG5287'WITNESS POST.MARK IS A U.S. ARMY CORPS OF ENGINEERS MEMPHIS DISTRICT
 DG5287'ALUMINUM CAP SET ON A 7-FOOT ALUMINUM ROD.
 DG5287' 
 DG5287'
 DG5287
 DG5287                          STATION RECOVERY (2003)
 DG5287
 DG5287'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DG5287'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1037 ***********************************************************************
 JZ1037  DESIGNATION -  L 4
 JZ1037  PID         -  JZ1037
 JZ1037  STATE/COUNTY-  KY/BOONE
 JZ1037  USGS QUAD   -  BURLINGTON (1991)
 JZ1037
 JZ1037                         *CURRENT SURVEY CONTROL
 JZ1037  ___________________________________________________________________
 JZ1037* NAD 83(1986)-  39 03 58.     (N)    084 42 05.     (W)     SCALED    
 JZ1037* NAVD 88     -       265.665  (meters)     871.60   (feet)  ADJUSTED  
 JZ1037  ___________________________________________________________________
 JZ1037  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1037  DYNAMIC HT  -         265.498 (meters)     871.05  (feet)  COMP
 JZ1037  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 JZ1037
 JZ1037  VERT ORDER  -  SECOND    CLASS 0
 JZ1037
 JZ1037.The horizontal coordinates were scaled from a topographic map and have
 JZ1037.an estimated accuracy of +/- 6 seconds.
 JZ1037
 JZ1037.The orthometric height was determined by differential leveling
 JZ1037.and adjusted by the National Geodetic Survey in June 1991..
 JZ1037
 JZ1037.The geoid height was determined by GEOID03.
 JZ1037
 JZ1037.The dynamic height is computed by dividing the NAVD 88
 JZ1037.geopotential number by the normal gravity value computed on the
 JZ1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1037.degrees latitude (g = 980.6199 gals.).
 JZ1037
 JZ1037.The modeled gravity was interpolated from observed gravity values.
 JZ1037
 JZ1037;                    North         East    Units  Estimated Accuracy
 JZ1037;SPC KY1Z     - 1,303,820.    1,590,760.      MT  (+/- 180 meters Scaled)
 JZ1037
 JZ1037                          SUPERSEDED SURVEY CONTROL
 JZ1037
 JZ1037  NGVD 29 (??/??/92)  265.865  (m)          872.26   (f) ADJ UNCH    2 0
 JZ1037
 JZ1037.Superseded values are not recommended for survey control.
 JZ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1037.See file dsdata.txt to determine how the superseded data were derived.
 JZ1037
 JZ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ988266(NAD 83)
 JZ1037_MARKER: Q = CHISELED SQUARE
 JZ1037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1037_SP_SET: CULVERT
 JZ1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1037
 JZ1037  HISTORY     - Date     Condition        Report By
 JZ1037  HISTORY     - UNK      MONUMENTED       KYHD
 JZ1037  HISTORY     - 1964     GOOD             PAS
 JZ1037
 JZ1037                          STATION DESCRIPTION
 JZ1037
 JZ1037'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1037'AT HEBRON.
 JZ1037'AT HEBRON, ABOUT 0.1 MILE WEST OF THE POST OFFICE, ABOUT 0.05
 JZ1037'MILE WEST OF THE JUNCTION OF STATE HIGHWAYS 20 AND 237, 15 FEET
 JZ1037'NORTH OF THE CENTER OF HIGHWAY 20 AND 8 FEET SOUTHEAST OF POWER
 JZ1037'POLE 14BN222E.  A 2 INCH CHISELED SQUARE ON THE WEST END OF
 JZ1037'THE NORTH HEADWALL OF CONCRETE CULVERT UNDER HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0833 ***********************************************************************
 HA0833  DESIGNATION -  L 40
 HA0833  PID         -  HA0833
 HA0833  STATE/COUNTY-  KY/HOPKINS
 HA0833  USGS QUAD   -  NEBO (1954)
 HA0833
 HA0833                         *CURRENT SURVEY CONTROL
 HA0833  ___________________________________________________________________
 HA0833* NAD 83(1986)-  37 23 05.     (N)    087 42 29.     (W)     SCALED    
 HA0833* NAVD 88     -       112.984  (meters)     370.68   (feet)  ADJUSTED  
 HA0833  ___________________________________________________________________
 HA0833  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HA0833  DYNAMIC HT  -         112.901 (meters)     370.41  (feet)  COMP
 HA0833  MODELED GRAV-     979,896.4   (mgal)                       NAVD 88
 HA0833
 HA0833  VERT ORDER  -  SECOND    CLASS 0
 HA0833
 HA0833.The horizontal coordinates were scaled from a topographic map and have
 HA0833.an estimated accuracy of +/- 6 seconds.
 HA0833
 HA0833.The orthometric height was determined by differential leveling
 HA0833.and adjusted by the National Geodetic Survey in June 1991..
 HA0833
 HA0833.The geoid height was determined by GEOID03.
 HA0833
 HA0833.The dynamic height is computed by dividing the NAVD 88
 HA0833.geopotential number by the normal gravity value computed on the
 HA0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0833.degrees latitude (g = 980.6199 gals.).
 HA0833
 HA0833.The modeled gravity was interpolated from observed gravity values.
 HA0833
 HA0833;                    North         East    Units  Estimated Accuracy
 HA0833;SPC KY1Z     - 1,118,510.    1,326,620.      MT  (+/- 180 meters Scaled)
 HA0833
 HA0833                          SUPERSEDED SURVEY CONTROL
 HA0833
 HA0833  NGVD 29 (??/??/92)  113.081  (m)          371.00   (f) ADJ UNCH    2 0
 HA0833
 HA0833.Superseded values are not recommended for survey control.
 HA0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0833.See file dsdata.txt to determine how the superseded data were derived.
 HA0833
 HA0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG373377(NAD 83)
 HA0833_MARKER: DB = BENCH MARK DISK
 HA0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0833_STAMPING: L 40 1934
 HA0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0833+STABILITY: SURFACE MOTION
 HA0833
 HA0833  HISTORY     - Date     Condition        Report By
 HA0833  HISTORY     - 1934     MONUMENTED       CGS
 HA0833  HISTORY     - 1935     GOOD             NGS
 HA0833
 HA0833                          STATION DESCRIPTION
 HA0833
 HA0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0833'3.4 MI SW FROM PROVIDENCE.
 HA0833'IN HOPKINS COUNTY, 3.4 MILES SOUTHWEST ALONG THE LOUISVILLE
 HA0833'AND NASHVILLE RAILROAD FROM THE STATION AT PROVIDENCE, WEBSTER
 HA0833'COUNTY, 62 FEET EAST OF A CATTLE-GUARD FENCE, 34 FEET NORTHWEST
 HA0833'OF THE CENTER OF A CROSSING, 23.5 FEET NORTH OF THE NORTH RAIL,
 HA0833'20.5 FEET SOUTHWEST OF A FENCE CORNER, AND ABOUT 2 FEET LOWER
 HA0833'THAN THE TRACK.  A STANDARD DISK, STAMPED L 40 1934 AND SET
 HA0833'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2046 ***********************************************************************
 GC2046  DESIGNATION -  L 400
 GC2046  PID         -  GC2046
 GC2046  STATE/COUNTY-  KY/TODD
 GC2046  USGS QUAD   -  ALLENSVILLE (1950)
 GC2046
 GC2046                         *CURRENT SURVEY CONTROL
 GC2046  ___________________________________________________________________
 GC2046* NAD 83(1986)-  36 42 24.     (N)    087 06 26.     (W)     SCALED    
 GC2046* NAVD 88     -       176.337  (meters)     578.53   (feet)  ADJUSTED  
 GC2046  ___________________________________________________________________
 GC2046  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC2046  DYNAMIC HT  -         176.195 (meters)     578.07  (feet)  COMP
 GC2046  MODELED GRAV-     979,823.7   (mgal)                       NAVD 88
 GC2046
 GC2046  VERT ORDER  -  FIRST     CLASS II
 GC2046
 GC2046.The horizontal coordinates were scaled from a topographic map and have
 GC2046.an estimated accuracy of +/- 6 seconds.
 GC2046
 GC2046.The orthometric height was determined by differential leveling
 GC2046.and adjusted by the National Geodetic Survey in June 1991..
 GC2046
 GC2046.The geoid height was determined by GEOID03.
 GC2046
 GC2046.The dynamic height is computed by dividing the NAVD 88
 GC2046.geopotential number by the normal gravity value computed on the
 GC2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2046.degrees latitude (g = 980.6199 gals.).
 GC2046
 GC2046.The modeled gravity was interpolated from observed gravity values.
 GC2046
 GC2046;                    North         East    Units  Estimated Accuracy
 GC2046;SPC KY1Z     - 1,042,320.    1,378,720.      MT  (+/- 180 meters Scaled)
 GC2046
 GC2046                          SUPERSEDED SURVEY CONTROL
 GC2046
 GC2046.No superseded survey control is available for this station.
 GC2046
 GC2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF904623(NAD 83)
 GC2046_MARKER: I = METAL ROD
 GC2046_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2046_SP_SET: STAINLESS STEEL ROD
 GC2046_STAMPING: L 400 1984
 GC2046_MARK LOGO: NGS   
 GC2046_PROJECTION: RECESSED 3 CENTIMETERS
 GC2046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2046_ROD/PIPE-DEPTH: 8.56 meters
 GC2046
 GC2046  HISTORY     - Date     Condition        Report By
 GC2046  HISTORY     - 1984     MONUMENTED       NGS
 GC2046
 GC2046                          STATION DESCRIPTION
 GC2046
 GC2046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2046'10.0 KM (6.2 MI) NE FROM GUTHRIE.
 GC2046'0.1 KM (0.05 MI) EAST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 GC2046'GUTHRIE, THENCE 1.4 KM (0.9 MI) NORTHWEST ALONG STATE HIGHWAY 346,
 GC2046'THENCE 8.5 KM (5.25 MI) NORTHEAST ALONG U.S. HIGHWAY 79 TO A LARGE RED
 GC2046'BRICK HOUSE AND THE MARK ON THE LEFT, ALSO 1.8 KM (1.15 MI) NORTHWEST
 GC2046'ALONG STATE HIGHWAY 102 FROM THE POST OFFICE IN ALLENSVILLE, THENCE
 GC2046'2.8 KM (1.75 MI) SOUTHWEST ALONG U.S. HIGHWAY 79 TO THE MARK ON THE
 GC2046'RIGHT, 10.52 METERS (34.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 GC2046'HIGHWAY, 51.33 METERS (168.4 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST
 GC2046'CORNER OF THE HOUSE, 28.65 METERS (94.0 FT) SOUTHWEST OF THE CENTER OF
 GC2046'A SIDEWALK LEADING TO THE SOUTHEAST ENTRANCE TO THE HOUSE, 5.33 METERS
 GC2046'(17.5 FT) NORTH-NORTHWEST OF A METAL PIPE CULVERT UNDER AN ABANDONED
 GC2046'DRIVEWAY, AND 0.49 METERS (1.6 FT) NORTHEAST OF THE SOUTHWEST END OF A
 GC2046'ONE FOOT HIGH STONEWALL WITH A METAL FENCE ON IT.
 GC2046'THE MARK IS 0.85 METERS  ENE FROM A WITNESS POST.
 GC2046'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2630 ***********************************************************************
 GZ2630  DESIGNATION -  L 402
 GZ2630  PID         -  GZ2630
 GZ2630  STATE/COUNTY-  KY/PULASKI
 GZ2630  USGS QUAD   -  DELMER (1973)
 GZ2630
 GZ2630                         *CURRENT SURVEY CONTROL
 GZ2630  ___________________________________________________________________
 GZ2630* NAD 83(1986)-  37 07 19.     (N)    084 37 38.     (W)     SCALED    
 GZ2630* NAVD 88     -       313.900  (meters)    1029.85   (feet)  ADJUSTED  
 GZ2630  ___________________________________________________________________
 GZ2630  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 GZ2630  DYNAMIC HT  -         313.654 (meters)    1029.05  (feet)  COMP
 GZ2630  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 GZ2630
 GZ2630  VERT ORDER  -  FIRST     CLASS II
 GZ2630
 GZ2630.The horizontal coordinates were scaled from a topographic map and have
 GZ2630.an estimated accuracy of +/- 6 seconds.
 GZ2630
 GZ2630.The orthometric height was determined by differential leveling
 GZ2630.and adjusted by the National Geodetic Survey in June 1991..
 GZ2630
 GZ2630.The geoid height was determined by GEOID03.
 GZ2630
 GZ2630.The dynamic height is computed by dividing the NAVD 88
 GZ2630.geopotential number by the normal gravity value computed on the
 GZ2630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2630.degrees latitude (g = 980.6199 gals.).
 GZ2630
 GZ2630.The modeled gravity was interpolated from observed gravity values.
 GZ2630
 GZ2630;                    North         East    Units  Estimated Accuracy
 GZ2630;SPC KY1Z     - 1,088,120.    1,599,780.      MT  (+/- 180 meters Scaled)
 GZ2630
 GZ2630                          SUPERSEDED SURVEY CONTROL
 GZ2630
 GZ2630.No superseded survey control is available for this station.
 GZ2630
 GZ2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG107110(NAD 83)
 GZ2630_MARKER: DB = BENCH MARK DISK
 GZ2630_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2630_SP_SET: ROCK OUTCROP
 GZ2630_STAMPING: L 402 1985
 GZ2630_MARK LOGO: NGS   
 GZ2630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2630+STABILITY: POSITION/ELEVATION WELL
 GZ2630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2630+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 GZ2630
 GZ2630  HISTORY     - Date     Condition        Report By
 GZ2630  HISTORY     - 1985     MONUMENTED       NGS
 GZ2630  HISTORY     - 19980605 GOOD             WOOLPT
 GZ2630  HISTORY     - 20050512 GOOD             KYDT
 GZ2630
 GZ2630                          STATION DESCRIPTION
 GZ2630
 GZ2630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2630'3.4 KM (2.1 MI) NORTH FROM SOMERSET.
 GZ2630'3.4 KM (2.1 MI) NORTH ALONG U.S. HIGHWAY 27 FROM THE JUNCTION OF U.S.
 GZ2630'HIGHWAY 80 BUSINESS ROUTE IN SOMERSET TO THE MARK ON THE RIGHT, IN TOP
 GZ2630'OF A ROCK OUTCROP, DIRECTLY ACROSS THE HIGHWAY FROM THE ENTRANCE OF
 GZ2630'WARNER FERTILIZER COMPANY, 10.06 METERS (33.0 FT) EAST OF THE
 GZ2630'CENTERLINE OF THE HIGHWAY, 2.0 METERS (6.5 FT) NORTH OF THE SOUTH END
 GZ2630'OF THE OUTCROP.
 GZ2630'THE MARK IS 0.33 METERS  W FROM  A WITNESS POST
 GZ2630'THE MARK IS 1.7 M ABOVE HIGHWAY.
 GZ2630
 GZ2630                          STATION RECOVERY (1998)
 GZ2630
 GZ2630'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998
 GZ2630'RECOVERED IN GOOD CONDITION.
 GZ2630
 GZ2630                          STATION RECOVERY (2005)
 GZ2630
 GZ2630'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ2630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2655 ***********************************************************************
 GZ2655  DESIGNATION -  L 403
 GZ2655  PID         -  GZ2655
 GZ2655  STATE/COUNTY-  KY/BOYLE
 GZ2655  USGS QUAD   -  JUNCTION CITY (1979)
 GZ2655
 GZ2655                         *CURRENT SURVEY CONTROL
 GZ2655  ___________________________________________________________________
 GZ2655* NAD 83(1986)-  37 37 03.     (N)    084 46 27.     (W)     SCALED    
 GZ2655* NAVD 88     -       304.846  (meters)    1000.15   (feet)  ADJUSTED  
 GZ2655  ___________________________________________________________________
 GZ2655  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 GZ2655  DYNAMIC HT  -         304.609 (meters)     999.37  (feet)  COMP
 GZ2655  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 GZ2655
 GZ2655  VERT ORDER  -  FIRST     CLASS II
 GZ2655
 GZ2655.The horizontal coordinates were scaled from a topographic map and have
 GZ2655.an estimated accuracy of +/- 6 seconds.
 GZ2655
 GZ2655.The orthometric height was determined by differential leveling
 GZ2655.and adjusted by the National Geodetic Survey in June 1991..
 GZ2655
 GZ2655.The geoid height was determined by GEOID03.
 GZ2655
 GZ2655.The dynamic height is computed by dividing the NAVD 88
 GZ2655.geopotential number by the normal gravity value computed on the
 GZ2655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2655.degrees latitude (g = 980.6199 gals.).
 GZ2655
 GZ2655.The modeled gravity was interpolated from observed gravity values.
 GZ2655
 GZ2655;                    North         East    Units  Estimated Accuracy
 GZ2655;SPC KY1Z     - 1,142,970.    1,586,140.      MT  (+/- 180 meters Scaled)
 GZ2655
 GZ2655                          SUPERSEDED SURVEY CONTROL
 GZ2655
 GZ2655.No superseded survey control is available for this station.
 GZ2655
 GZ2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG964657(NAD 83)
 GZ2655_MARKER: I = METAL ROD
 GZ2655_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GZ2655_SP_SET: STAINLESS STEEL ROD
 GZ2655_STAMPING: L 403 1985
 GZ2655_MARK LOGO: NGS   
 GZ2655_PROJECTION: FLUSH
 GZ2655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2655_ROD/PIPE-DEPTH: 4.8  meters
 GZ2655
 GZ2655  HISTORY     - Date     Condition        Report By
 GZ2655  HISTORY     - 1985     MONUMENTED       NGS
 GZ2655
 GZ2655                          STATION DESCRIPTION
 GZ2655
 GZ2655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2655'3.3 KM (2.05 MI) SOUTH FROM DANVILLE.
 GZ2655'3.3 KM (2.05 MI) SOUTH ALONG U.S. HIGHWAY 127 FROM THE JUNCTION OF
 GZ2655'MAIN STREET IN DANVILLE TO THE MARK ON THE LEFT, AT THE JUNCTION OF
 GZ2655'U.S. HIGHWAY 150 BYPASS, IN THE NORTHEAST TANGENT OF THE JUNCTION,
 GZ2655'ALSO 3.7 KM (2.3 MI) NORTH ALONG U.S. HIGHWAY 127 FROM THE JUNCTION OF
 GZ2655'STATE HIGHWAY 1273 IN SHELBY CITY.  IT IS 34.44 METERS (113.0 FT)
 GZ2655'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 150 BYPASS, 21.18 METERS (69.5
 GZ2655'FT) EAST OF THE EAST EDGE OF THE CONCRETE MEDIAN OF U.S. HIGHWAY 127
 GZ2655'AND 0.61 METER (2.0 FT) WEST OF A POWER POLE WITH LINES SUPPORTING
 GZ2655'SIGNALS OVER U.S. HIGHWAY 150 BYPASS.  NOTE--ACCESS TO DATUM POINT IS
 GZ2655'HAD THROUGH A 5-INCH LOGO CAP.
 GZ2655'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 GZ2655'THE MARK IS 0.30 M BELOW U.S. HIGHWAY 127.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1254 ***********************************************************************
 HA1254  DESIGNATION -  L 405
 HA1254  PID         -  HA1254
 HA1254  STATE/COUNTY-  KY/CRITTENDEN
 HA1254  USGS QUAD   -  BLACKFORD (1954)
 HA1254
 HA1254                         *CURRENT SURVEY CONTROL
 HA1254  ___________________________________________________________________
 HA1254* NAD 83(1986)-  37 26 32.     (N)    087 58 48.     (W)     SCALED    
 HA1254* NAVD 88     -       133.807  (meters)     439.00   (feet)  ADJUSTED  
 HA1254  ___________________________________________________________________
 HA1254  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HA1254  DYNAMIC HT  -         133.710 (meters)     438.68  (feet)  COMP
 HA1254  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 HA1254
 HA1254  VERT ORDER  -  FIRST     CLASS II
 HA1254
 HA1254.The horizontal coordinates were scaled from a topographic map and have
 HA1254.an estimated accuracy of +/- 6 seconds.
 HA1254
 HA1254.The orthometric height was determined by differential leveling
 HA1254.and adjusted by the National Geodetic Survey in June 1991..
 HA1254
 HA1254.The geoid height was determined by GEOID03.
 HA1254
 HA1254.The dynamic height is computed by dividing the NAVD 88
 HA1254.geopotential number by the normal gravity value computed on the
 HA1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1254.degrees latitude (g = 980.6199 gals.).
 HA1254
 HA1254.The modeled gravity was interpolated from observed gravity values.
 HA1254
 HA1254;                    North         East    Units  Estimated Accuracy
 HA1254;SPC KY1Z     - 1,125,430.    1,302,690.      MT  (+/- 180 meters Scaled)
 HA1254
 HA1254                          SUPERSEDED SURVEY CONTROL
 HA1254
 HA1254.No superseded survey control is available for this station.
 HA1254
 HA1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG133443(NAD 83)
 HA1254_MARKER: I = METAL ROD
 HA1254_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1254_SP_SET: STAINLESS STEEL ROD
 HA1254_STAMPING: L 405 1986
 HA1254_MARK LOGO: NGS   
 HA1254_PROJECTION: FLUSH
 HA1254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1254_ROD/PIPE-DEPTH: 3.1  meters
 HA1254
 HA1254  HISTORY     - Date     Condition        Report By
 HA1254  HISTORY     - 1986     MONUMENTED       NGS
 HA1254
 HA1254                          STATION DESCRIPTION
 HA1254
 HA1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1254'14.8 KM (9.2 MI) SE FROM STURGIS.
 HA1254'14.8 KM (9.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HA1254'WITH STATE HIGHWAY 109 IN STURGIS, AT THE NORTHEAST END OF A CURVE,
 HA1254'AND 8.5 M (27.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 HA1254'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1254'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 HA1254'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1281 ***********************************************************************
 HA1281  DESIGNATION -  L 406
 HA1281  PID         -  HA1281
 HA1281  STATE/COUNTY-  KY/HENDERSON
 HA1281  USGS QUAD   -  POOLE (1969)
 HA1281
 HA1281                         *CURRENT SURVEY CONTROL
 HA1281  ___________________________________________________________________
 HA1281* NAD 83(1986)-  37 44 21.     (N)    087 42 27.     (W)     SCALED    
 HA1281* NAVD 88     -       137.937  (meters)     452.55   (feet)  ADJUSTED  
 HA1281  ___________________________________________________________________
 HA1281  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 HA1281  DYNAMIC HT  -         137.842 (meters)     452.24  (feet)  COMP
 HA1281  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 HA1281
 HA1281  VERT ORDER  -  FIRST     CLASS II
 HA1281
 HA1281.The horizontal coordinates were scaled from a topographic map and have
 HA1281.an estimated accuracy of +/- 6 seconds.
 HA1281
 HA1281.The orthometric height was determined by differential leveling
 HA1281.and adjusted by the National Geodetic Survey in June 1991..
 HA1281
 HA1281.The geoid height was determined by GEOID03.
 HA1281
 HA1281.The dynamic height is computed by dividing the NAVD 88
 HA1281.geopotential number by the normal gravity value computed on the
 HA1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1281.degrees latitude (g = 980.6199 gals.).
 HA1281
 HA1281.The modeled gravity was interpolated from observed gravity values.
 HA1281
 HA1281;                    North         East    Units  Estimated Accuracy
 HA1281;SPC KY1Z     - 1,157,830.    1,327,490.      MT  (+/- 180 meters Scaled)
 HA1281
 HA1281                          SUPERSEDED SURVEY CONTROL
 HA1281
 HA1281.No superseded survey control is available for this station.
 HA1281
 HA1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG376771(NAD 83)
 HA1281_MARKER: I = METAL ROD
 HA1281_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1281_SP_SET: STAINLESS STEEL ROD
 HA1281_STAMPING: L 406 1986
 HA1281_MARK LOGO: NGS   
 HA1281_PROJECTION: RECESSED 1 CENTIMETERS
 HA1281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1281+STABILITY: POSITION/ELEVATION WELL
 HA1281_ROD/PIPE-DEPTH: 7.1  meters
 HA1281
 HA1281  HISTORY     - Date     Condition        Report By
 HA1281  HISTORY     - 1986     MONUMENTED       NGS
 HA1281
 HA1281                          STATION DESCRIPTION
 HA1281
 HA1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1281'IN CORYDON.
 HA1281'IN CORYDON, AT THE INTERSECTION OF U.S. HIGHWAY 60 AND 6TH STREET,
 HA1281'50.9 M (167.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25.7 M
 HA1281'(84.3 FT) NORTHEAST OF THE CENTER OF THE STREET, 5.7 M (18.7 FT)
 HA1281'NORTHEAST OF THE NORTHEAST CORNER OF THE BAPTIST CHURCH BUILDING,
 HA1281'2.6 M (8.5 FT) SOUTHEAST OF THE CENTER OF A GATE AND DRIVEWAY INTO A
 HA1281'BALL FIELD, 0.3 M (1.0 FT) SOUTHWEST OF A CHAIN-LINK FENCE, AND 0.3 M
 HA1281'(1.0 FT) NORTHWEST OF A BRICK FENCE.  NOTE--ACCESS TO DATUM POINT IS
 HA1281'HAD THROUGH A 5-INCH LOGO CAP.
 HA1281'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1249 ***********************************************************************
 HA1249  DESIGNATION -  L 407
 HA1249  PID         -  HA1249
 HA1249  STATE/COUNTY-  KY/CALDWELL
 HA1249  USGS QUAD   -  PRINCETON WEST (1967)
 HA1249
 HA1249                         *CURRENT SURVEY CONTROL
 HA1249  ___________________________________________________________________
 HA1249* NAD 83(1986)-  37 07 02.     (N)    087 53 44.     (W)     SCALED    
 HA1249* NAVD 88     -       153.464  (meters)     503.49   (feet)  ADJUSTED  
 HA1249  ___________________________________________________________________
 HA1249  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 HA1249  DYNAMIC HT  -         153.348 (meters)     503.11  (feet)  COMP
 HA1249  MODELED GRAV-     979,872.2   (mgal)                       NAVD 88
 HA1249
 HA1249  VERT ORDER  -  FIRST     CLASS II
 HA1249
 HA1249.The horizontal coordinates were scaled from a topographic map and have
 HA1249.an estimated accuracy of +/- 6 seconds.
 HA1249
 HA1249.The orthometric height was determined by differential leveling
 HA1249.and adjusted by the National Geodetic Survey in June 1991..
 HA1249
 HA1249.The geoid height was determined by GEOID03.
 HA1249
 HA1249.The dynamic height is computed by dividing the NAVD 88
 HA1249.geopotential number by the normal gravity value computed on the
 HA1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1249.degrees latitude (g = 980.6199 gals.).
 HA1249
 HA1249.The modeled gravity was interpolated from observed gravity values.
 HA1249
 HA1249;                    North         East    Units  Estimated Accuracy
 HA1249;SPC KY1Z     - 1,089,190.    1,309,330.      MT  (+/- 180 meters Scaled)
 HA1249
 HA1249                          SUPERSEDED SURVEY CONTROL
 HA1249
 HA1249.No superseded survey control is available for this station.
 HA1249
 HA1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG204082(NAD 83)
 HA1249_MARKER: I = METAL ROD
 HA1249_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1249_SP_SET: STAINLESS STEEL ROD
 HA1249_STAMPING: L 407 1986
 HA1249_MARK LOGO: NGS   
 HA1249_PROJECTION: RECESSED 2 CENTIMETERS
 HA1249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1249+STABILITY: POSITION/ELEVATION WELL
 HA1249_ROD/PIPE-DEPTH: 4.8  meters
 HA1249
 HA1249  HISTORY     - Date     Condition        Report By
 HA1249  HISTORY     - 1986     MONUMENTED       NGS
 HA1249
 HA1249                          STATION DESCRIPTION
 HA1249
 HA1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1249'IN PRINCETON.
 HA1249'IN PRINCETON, AT THE INTERSECTION OF U.S. HIGHWAY 62 AND ROBIN ROAD,
 HA1249'63.4 M (208.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.6 M
 HA1249'(38.1 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY, 7.0 M (23.0 FT)
 HA1249'SOUTHEAST OF THE CENTER OF THE ROAD, 0.5 M (1.6 FT) SOUTHWEST OF A
 HA1249'UTILITY POLE, AND 0.5 M (1.6 FT) NORTHEAST OF THE NORTHEAST FACE OF A
 HA1249'CONCRETE RETAINING WALL OF A PARKING LOT.  NOTE--ACCESS TO DATUM POINT
 HA1249'IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1249'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ2896 ***********************************************************************
 JZ2896  DESIGNATION -  L 408
 JZ2896  PID         -  JZ2896
 JZ2896  STATE/COUNTY-  KY/KENTON
 JZ2896  USGS QUAD   -  COVINGTON (1987)
 JZ2896
 JZ2896                         *CURRENT SURVEY CONTROL
 JZ2896  ___________________________________________________________________
 JZ2896* NAD 83(1986)-  39 03 01.     (N)    084 34 33.     (W)     SCALED    
 JZ2896* NAVD 88     -       244.358  (meters)     801.70   (feet)  ADJUSTED  
 JZ2896  ___________________________________________________________________
 JZ2896  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ2896  DYNAMIC HT  -         244.203 (meters)     801.19  (feet)  COMP
 JZ2896  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 JZ2896
 JZ2896  VERT ORDER  -  FIRST     CLASS II
 JZ2896
 JZ2896.The horizontal coordinates were scaled from a topographic map and have
 JZ2896.an estimated accuracy of +/- 6 seconds.
 JZ2896
 JZ2896.The orthometric height was determined by differential leveling
 JZ2896.and adjusted by the National Geodetic Survey in June 1991..
 JZ2896
 JZ2896.The geoid height was determined by GEOID03.
 JZ2896
 JZ2896.The dynamic height is computed by dividing the NAVD 88
 JZ2896.geopotential number by the normal gravity value computed on the
 JZ2896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2896.degrees latitude (g = 980.6199 gals.).
 JZ2896
 JZ2896.The modeled gravity was interpolated from observed gravity values.
 JZ2896
 JZ2896;                    North         East    Units  Estimated Accuracy
 JZ2896;SPC KY1Z     - 1,302,200.    1,601,650.      MT  (+/- 180 meters Scaled)
 JZ2896
 JZ2896                          SUPERSEDED SURVEY CONTROL
 JZ2896
 JZ2896.No superseded survey control is available for this station.
 JZ2896
 JZ2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ097251(NAD 83)
 JZ2896_MARKER: DV = VERTICAL CONTROL DISK
 JZ2896_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2896_SP_SET: BRIDGE ABUTMENT
 JZ2896_STAMPING: L 408 1986
 JZ2896_MARK LOGO: NGS   
 JZ2896_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ2896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2896
 JZ2896  HISTORY     - Date     Condition        Report By
 JZ2896  HISTORY     - 1986     MONUMENTED       NGS
 JZ2896  HISTORY     - 19971021 GOOD             NGS
 JZ2896
 JZ2896                          STATION DESCRIPTION
 JZ2896
 JZ2896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2896'IN CRESCENT SPRINGS.
 JZ2896'IN CRESCENT SPRINGS, ALONG STATE HIGHWAY 371 AND AT THE OVERPASS OVER
 JZ2896'THE SOUTHERN RAILROAD IN THE NORTHEAST ABUTMENT, 8.7 METERS (28.8 FT)
 JZ2896'EAST OF THE CENTERLINE OF THE HIGHWAY.
 JZ2896'THE MARK IS 0.24 M ABOVE HIGHWAY.
 JZ2896
 JZ2896                          STATION RECOVERY (1997)
 JZ2896
 JZ2896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 JZ2896'RECOVERED AS DESCRIBED.ALL DISTANCES AND DIRECTIONS ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3506 ***********************************************************************
 JZ3506  DESIGNATION -  L 408 RESET
 JZ3506  PID         -  JZ3506
 JZ3506  STATE/COUNTY-  KY/KENTON
 JZ3506  USGS QUAD   -  COVINGTON (1987)
 JZ3506
 JZ3506                         *CURRENT SURVEY CONTROL
 JZ3506  ___________________________________________________________________
 JZ3506* NAD 83(1986)-  39 03 01.     (N)    084 34 34.     (W)     SCALED    
 JZ3506* NAVD 88     -       244.35   (meters)     801.7    (feet)  RESET     
 JZ3506  ___________________________________________________________________
 JZ3506  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3506
 JZ3506  VERT ORDER  -  THIRD
 JZ3506
 JZ3506.The horizontal coordinates were scaled from a topographic map and have
 JZ3506.an estimated accuracy of +/- 6 seconds.
 JZ3506
 JZ3506.The orthometric height was computed from unverified reset data.
 JZ3506.No vertical observational check was made to the station.
 JZ3506
 JZ3506.The geoid height was determined by GEOID03.
 JZ3506
 JZ3506;                    North         East    Units  Estimated Accuracy
 JZ3506;SPC KY1Z     - 1,302,200.    1,601,630.      MT  (+/- 180 meters Scaled)
 JZ3506
 JZ3506                          SUPERSEDED SURVEY CONTROL
 JZ3506
 JZ3506.No superseded survey control is available for this station.
 JZ3506
 JZ3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ097251(NAD 83)
 JZ3506_MARKER: DB = BENCH MARK DISK
 JZ3506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ3506_SP_SET: BRIDGE WINGWALL
 JZ3506_STAMPING: L 408 1986 1987
 JZ3506_MARK LOGO: NGS   
 JZ3506_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3506+STABILITY: SURFACE MOTION
 JZ3506
 JZ3506  HISTORY     - Date     Condition        Report By
 JZ3506  HISTORY     - 1987     MONUMENTED       KYDT
 JZ3506
 JZ3506                          STATION DESCRIPTION
 JZ3506
 JZ3506'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1987
 JZ3506'IN CRESCENT SPRINGS, AT THE INTERSECTION OF ANDERSON ROAD AND KY 371
 JZ3506'(BUTTERMILK PIKE), GO SOUTH ALONG STATE HIGHWAY 371, 325 FEET, IN THE
 JZ3506'NORTHWEST WING OF BRIDGE OVER THE C.N.O. AND T.P. RAILROAD, 31.6 FEET
 JZ3506'WEST OF CENTERLINE OF HIGHWAY 371, APPROXIMATELY 0.77 FEET ABOVE THE
 JZ3506'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1989 ***********************************************************************
 HZ1989  DESIGNATION -  L 409
 HZ1989  PID         -  HZ1989
 HZ1989  STATE/COUNTY-  KY/FAYETTE
 HZ1989  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ1989
 HZ1989                         *CURRENT SURVEY CONTROL
 HZ1989  ___________________________________________________________________
 HZ1989* NAD 83(1986)-  38 04 31.     (N)    084 31 06.     (W)     SCALED    
 HZ1989* NAVD 88     -       291.831  (meters)     957.45   (feet)  ADJUSTED  
 HZ1989  ___________________________________________________________________
 HZ1989  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ1989  DYNAMIC HT  -         291.618 (meters)     956.75  (feet)  COMP
 HZ1989  MODELED GRAV-     979,889.9   (mgal)                       NAVD 88
 HZ1989
 HZ1989  VERT ORDER  -  FIRST     CLASS II
 HZ1989
 HZ1989.The horizontal coordinates were scaled from a topographic map and have
 HZ1989.an estimated accuracy of +/- 6 seconds.
 HZ1989
 HZ1989.The orthometric height was determined by differential leveling
 HZ1989.and adjusted by the National Geodetic Survey in June 1991..
 HZ1989
 HZ1989.The geoid height was determined by GEOID03.
 HZ1989
 HZ1989.The dynamic height is computed by dividing the NAVD 88
 HZ1989.geopotential number by the normal gravity value computed on the
 HZ1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1989.degrees latitude (g = 980.6199 gals.).
 HZ1989
 HZ1989.The modeled gravity was interpolated from observed gravity values.
 HZ1989
 HZ1989;                    North         East    Units  Estimated Accuracy
 HZ1989;SPC KY1Z     - 1,194,040.    1,608,060.      MT  (+/- 180 meters Scaled)
 HZ1989
 HZ1989                          SUPERSEDED SURVEY CONTROL
 HZ1989
 HZ1989.No superseded survey control is available for this station.
 HZ1989
 HZ1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH176170(NAD 83)
 HZ1989_MARKER: DB = BENCH MARK DISK
 HZ1989_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HZ1989_SP_SET: BRIDGE PIER
 HZ1989_STAMPING: L 409 1986
 HZ1989_MARK LOGO: NGS   
 HZ1989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1989
 HZ1989  HISTORY     - Date     Condition        Report By
 HZ1989  HISTORY     - 1986     MONUMENTED       NGS
 HZ1989
 HZ1989                          STATION DESCRIPTION
 HZ1989
 HZ1989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ1989'1.1 KM (0.7 MI) WEST FROM LEXINGTON.
 HZ1989'0.2 KM (0.1 MI) NORTH ALONG U.S. HIGHWAY 25 FROM THE JUNCTION OF STATE
 HZ1989'HIGHWAY 4 (NEW CIRCLE ROAD) ON THE NORTH SIDE OF LEXINGTON, THENCE
 HZ1989'1.0 KM (0.6 MI) WEST ALONG STATE HIGHWAY 1652 TO THE BRIDGE OVER THE
 HZ1989'SOUTHERN RAILROAD AND THE MARK SET VERTICALLY IN THE CENTER PIER ON
 HZ1989'THE WEST SIDE OF THE RAILROAD, 8.9 METERS (29.2 FT) WEST OF THE WEST
 HZ1989'RAIL OF THE WEST MAIN TRACK.
 HZ1989'THE MARK IS 1.4 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1943 ***********************************************************************
 HZ1943  DESIGNATION -  L 410
 HZ1943  PID         -  HZ1943
 HZ1943  STATE/COUNTY-  KY/FAYETTE
 HZ1943  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ1943
 HZ1943                         *CURRENT SURVEY CONTROL
 HZ1943  ___________________________________________________________________
 HZ1943* NAD 83(1986)-  38 00 55.     (N)    084 31 23.     (W)     SCALED    
 HZ1943* NAVD 88     -       302.425  (meters)     992.21   (feet)  ADJUSTED  
 HZ1943  ___________________________________________________________________
 HZ1943  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HZ1943  DYNAMIC HT  -         302.203 (meters)     991.48  (feet)  COMP
 HZ1943  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 HZ1943
 HZ1943  VERT ORDER  -  FIRST     CLASS II
 HZ1943
 HZ1943.The horizontal coordinates were scaled from a topographic map and have
 HZ1943.an estimated accuracy of +/- 6 seconds.
 HZ1943
 HZ1943.The orthometric height was determined by differential leveling
 HZ1943.and adjusted by the National Geodetic Survey in June 1991..
 HZ1943
 HZ1943.The geoid height was determined by GEOID03.
 HZ1943
 HZ1943.The dynamic height is computed by dividing the NAVD 88
 HZ1943.geopotential number by the normal gravity value computed on the
 HZ1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1943.degrees latitude (g = 980.6199 gals.).
 HZ1943
 HZ1943.The modeled gravity was interpolated from observed gravity values.
 HZ1943
 HZ1943;                    North         East    Units  Estimated Accuracy
 HZ1943;SPC KY1Z     - 1,187,380.    1,607,730.      MT  (+/- 180 meters Scaled)
 HZ1943
 HZ1943                          SUPERSEDED SURVEY CONTROL
 HZ1943
 HZ1943.No superseded survey control is available for this station.
 HZ1943
 HZ1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH174104(NAD 83)
 HZ1943_MARKER: DB = BENCH MARK DISK
 HZ1943_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HZ1943_SP_SET: BRIDGE ABUTMENT
 HZ1943_STAMPING: L 410 1985
 HZ1943_MARK LOGO: NGS   
 HZ1943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1943
 HZ1943  HISTORY     - Date     Condition        Report By
 HZ1943  HISTORY     - 1985     MONUMENTED       NGS
 HZ1943
 HZ1943                          STATION DESCRIPTION
 HZ1943
 HZ1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HZ1943'IN LEXINGTON.
 HZ1943'IN LEXINGTON, 0.7 KM (0.45 MI) NORTHWEST ALONG SOUTHLAND DRIVE FROM
 HZ1943'THE JUNCTION OF U.S. HIGHWAY 27, AT THE SOUTHERN RAILROAD BRIDGE OVER
 HZ1943'THE DRIVE, IN TOP OF THE EAST END OF THE NORTH ABUTMENT, 1.34 METERS
 HZ1943'(4.4 FT) EAST OF THE EAST RAIL OF THE TRACKS, 0.30 METER (1.0 FT)
 HZ1943'SOUTHWEST THE NORTHEAST CORNER OF THE NORTH ABUTMENT OF THE BRIDGE.
 HZ1943'THE MARK IS 0.30 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0090 ***********************************************************************
 GZ0090  DESIGNATION -  L 42
 GZ0090  PID         -  GZ0090
 GZ0090  STATE/COUNTY-  KY/MADISON
 GZ0090  USGS QUAD   -  BIGHILL (1979)
 GZ0090
 GZ0090                         *CURRENT SURVEY CONTROL
 GZ0090  ___________________________________________________________________
 GZ0090* NAD 83(1986)-  37 31 56.     (N)    084 13 01.     (W)     SCALED    
 GZ0090* NAVD 88     -       314.276  (meters)    1031.09   (feet)  ADJUSTED  
 GZ0090  ___________________________________________________________________
 GZ0090  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GZ0090  DYNAMIC HT  -         314.035 (meters)    1030.30  (feet)  COMP
 GZ0090  MODELED GRAV-     979,854.0   (mgal)                       NAVD 88
 GZ0090
 GZ0090  VERT ORDER  -  SECOND    CLASS 0
 GZ0090
 GZ0090.The horizontal coordinates were scaled from a topographic map and have
 GZ0090.an estimated accuracy of +/- 6 seconds.
 GZ0090
 GZ0090.The orthometric height was determined by differential leveling
 GZ0090.and adjusted by the National Geodetic Survey in June 1991..
 GZ0090
 GZ0090.The geoid height was determined by GEOID03.
 GZ0090
 GZ0090.The dynamic height is computed by dividing the NAVD 88
 GZ0090.geopotential number by the normal gravity value computed on the
 GZ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0090.degrees latitude (g = 980.6199 gals.).
 GZ0090
 GZ0090.The modeled gravity was interpolated from observed gravity values.
 GZ0090
 GZ0090;                    North         East    Units  Estimated Accuracy
 GZ0090;SPC KY1Z     - 1,134,170.    1,635,490.      MT  (+/- 180 meters Scaled)
 GZ0090
 GZ0090                          SUPERSEDED SURVEY CONTROL
 GZ0090
 GZ0090  NGVD 29 (??/??/92)  314.423  (m)         1031.57   (f) ADJ UNCH    2 0
 GZ0090
 GZ0090.Superseded values are not recommended for survey control.
 GZ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0090.See file dsdata.txt to determine how the superseded data were derived.
 GZ0090
 GZ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG459575(NAD 83)
 GZ0090_MARKER: DB = BENCH MARK DISK
 GZ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0090_STAMPING: L 42 1935
 GZ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0090+STABILITY: SURFACE MOTION
 GZ0090
 GZ0090  HISTORY     - Date     Condition        Report By
 GZ0090  HISTORY     - 1935     MONUMENTED       CGS
 GZ0090  HISTORY     - 1957     MARK NOT FOUND   NGS
 GZ0090
 GZ0090                          STATION DESCRIPTION
 GZ0090
 GZ0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ0090'1.7 MI S FROM BIGHILL.
 GZ0090'1.7 MILES SOUTH ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 GZ0090'AT BIGHILL, MADISON COUNTY, NEAR THE MIDDLE OF A LONG STEEP
 GZ0090'HILL, 47 YARDS WEST OF A CONCRETE CULVERT UNDER THE HIGHWAY, 24
 GZ0090'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 GZ0090'HIGHWAY.  A STANDARD DISK, STAMPED L 42 1935 AND SET IN THE
 GZ0090'TOP OF A CONCRETE POST.  NOTE-- SEVERAL CULVERTS WERE FOUND BUT
 GZ0090'MARK COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1326 ***********************************************************************
 GB1326  DESIGNATION -  L 43
 GB1326  PID         -  GB1326
 GB1326  STATE/COUNTY-  KY/CUMBERLAND
 GB1326  USGS QUAD   -  BURKESVILLE (1982)
 GB1326
 GB1326                         *CURRENT SURVEY CONTROL
 GB1326  ___________________________________________________________________
 GB1326* NAD 83(1986)-  36 46 26.     (N)    085 16 19.     (W)     SCALED    
 GB1326* NAVD 88     -       199.945  (meters)     655.99   (feet)  ADJUSTED  
 GB1326  ___________________________________________________________________
 GB1326  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GB1326  DYNAMIC HT  -         199.779 (meters)     655.44  (feet)  COMP
 GB1326  MODELED GRAV-     979,793.4   (mgal)                       NAVD 88
 GB1326
 GB1326  VERT ORDER  -  SECOND    CLASS 0
 GB1326
 GB1326.The horizontal coordinates were scaled from a topographic map and have
 GB1326.an estimated accuracy of +/- 6 seconds.
 GB1326
 GB1326.The orthometric height was determined by differential leveling
 GB1326.and adjusted by the National Geodetic Survey in June 1991..
 GB1326
 GB1326.The geoid height was determined by GEOID03.
 GB1326
 GB1326.The dynamic height is computed by dividing the NAVD 88
 GB1326.geopotential number by the normal gravity value computed on the
 GB1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1326.degrees latitude (g = 980.6199 gals.).
 GB1326
 GB1326.The modeled gravity was interpolated from observed gravity values.
 GB1326
 GB1326;                    North         East    Units  Estimated Accuracy
 GB1326;SPC KY1Z     - 1,049,010.    1,542,680.      MT  (+/- 180 meters Scaled)
 GB1326
 GB1326                          SUPERSEDED SURVEY CONTROL
 GB1326
 GB1326  NGVD 29 (??/??/92)  200.086  (m)          656.45   (f) ADJ UNCH    2 0
 GB1326
 GB1326.Superseded values are not recommended for survey control.
 GB1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1326.See file dsdata.txt to determine how the superseded data were derived.
 GB1326
 GB1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF542711(NAD 83)
 GB1326_MARKER: DB = BENCH MARK DISK
 GB1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1326_STAMPING: L 43 1951 656.449
 GB1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1326+STABILITY: SURFACE MOTION
 GB1326
 GB1326  HISTORY     - Date     Condition        Report By
 GB1326  HISTORY     - 1935     MONUMENTED       CGS
 GB1326  HISTORY     - 1951     GOOD             NGS
 GB1326  HISTORY     - 1958     GOOD             NGS
 GB1326
 GB1326                          STATION DESCRIPTION
 GB1326
 GB1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1326'7 MI E FROM BURKESVILLE.
 GB1326'ABOUT 7.05 MILES EAST ALONG STATE HIGHWAY 90 FROM THE COURT
 GB1326'HOUSE AT BURKESVILLE, ABOUT 1.8 MILES WEST OF THE JUNCTION OF
 GB1326'STATE HIGHWAY 379, AT THE JUNCTION OF A DIM ROAD NORTHWEST, 36
 GB1326'FEET NORTH OF CENTER LINE OF HIGHWAY, 109 FEET NORTHWEST AND
 GB1326'ACROSS HIGHWAY FROM A POWER POLE FROM WHICH LINE CROSSES
 GB1326'HIGHWAY, 76 FEET NORTHEAST OF CENTER OF JUNCTION, 85 FEET EAST
 GB1326'AND ACROSS DIM ROAD NORTHWEST FROM A 14-INCH CEDAR TREE, 4 1/2
 GB1326'FEET SOUTH OF A FENCE LINE, 1 FOOT EAST OF A WHITE WOODEN
 GB1326'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE HIGHWAY AND SET IN
 GB1326'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GB1326
 GB1326                          STATION RECOVERY (1958)
 GB1326
 GB1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1005 ***********************************************************************
 GB1005  DESIGNATION -  L 44
 GB1005  PID         -  GB1005
 GB1005  STATE/COUNTY-  KY/WAYNE
 GB1005  USGS QUAD   -  FRAZER (1982)
 GB1005
 GB1005                         *CURRENT SURVEY CONTROL
 GB1005  ___________________________________________________________________
 GB1005* NAD 83(1986)-  36 56 18.     (N)    084 43 41.     (W)     SCALED    
 GB1005* NAVD 88     -       276.273  (meters)     906.41   (feet)  ADJUSTED  
 GB1005  ___________________________________________________________________
 GB1005  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GB1005  DYNAMIC HT  -         276.054 (meters)     905.69  (feet)  COMP
 GB1005  MODELED GRAV-     979,830.2   (mgal)                       NAVD 88
 GB1005
 GB1005  VERT ORDER  -  SECOND    CLASS 0
 GB1005
 GB1005.The horizontal coordinates were scaled from a topographic map and have
 GB1005.an estimated accuracy of +/- 6 seconds.
 GB1005
 GB1005.The orthometric height was determined by differential leveling
 GB1005.and adjusted by the National Geodetic Survey in June 1991..
 GB1005
 GB1005.The geoid height was determined by GEOID03.
 GB1005
 GB1005.The dynamic height is computed by dividing the NAVD 88
 GB1005.geopotential number by the normal gravity value computed on the
 GB1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1005.degrees latitude (g = 980.6199 gals.).
 GB1005
 GB1005.The modeled gravity was interpolated from observed gravity values.
 GB1005
 GB1005;                    North         East    Units  Estimated Accuracy
 GB1005;SPC KY1Z     - 1,067,650.    1,591,040.      MT  (+/- 180 meters Scaled)
 GB1005
 GB1005                          SUPERSEDED SURVEY CONTROL
 GB1005
 GB1005  NGVD 29 (??/??/92)  276.430  (m)          906.92   (f) ADJ UNCH    2 0
 GB1005
 GB1005.Superseded values are not recommended for survey control.
 GB1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1005.See file dsdata.txt to determine how the superseded data were derived.
 GB1005
 GB1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF023904(NAD 83)
 GB1005_MARKER: DB = BENCH MARK DISK
 GB1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1005_STAMPING: L 44 1935 906.921
 GB1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1005+STABILITY: SURFACE MOTION
 GB1005
 GB1005  HISTORY     - Date     Condition        Report By
 GB1005  HISTORY     - 1935     MONUMENTED       CGS
 GB1005  HISTORY     - 1951     GOOD             NGS
 GB1005  HISTORY     - 1957     GOOD             NGS
 GB1005
 GB1005                          STATION DESCRIPTION
 GB1005
 GB1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1005'1.8 MI SW FROM FRAZIER.
 GB1005'ABOUT 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 90 FROM THE
 GB1005'POST OFFICE AND CROSSROADS AT FRAZIER, ABOUT 1.4 MILES
 GB1005'SOUTHWEST OF FRAZIER SCHOOL, ABOUT 0.1 MILE NORTHEAST OF HOME
 GB1005'AND STORE OF RUFUS MERCER, 26 FEET SOUTHEAST OF THE CENTER LINE
 GB1005'OF HIGHWAY, 118 FEET NORTHEAST OF A FENCE CORNER, 27 FEET
 GB1005'SOUTHWEST OF A TELEPHONE POLE WITH GUY WIRE, 2 FEET NORTHWEST
 GB1005'OF A FENCE LINE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS
 GB1005'POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GB1005'POST PROJECTING 4 INCHES.  NOTE-- THIS MARK IS 3.4 MILES EAST OF
 GB1005'THE PUBLIC SCHOOL AT MILL SPRINGS.
 GB1005
 GB1005                          STATION RECOVERY (1957)
 GB1005
 GB1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2887 ***********************************************************************
 GY2887  DESIGNATION -  L 45
 GY2887  PID         -  GY2887
 GY2887  STATE/COUNTY-  KY/LEE
 GY2887  USGS QUAD   -  HEIDELBERG (1976)
 GY2887
 GY2887                         *CURRENT SURVEY CONTROL
 GY2887  ___________________________________________________________________
 GY2887* NAD 83(1986)-  37 34 35.     (N)    083 46 45.     (W)     SCALED    
 GY2887* NAVD 88     -       204.860  (meters)     672.11   (feet)  ADJUSTED  
 GY2887  ___________________________________________________________________
 GY2887  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GY2887  DYNAMIC HT  -         204.704 (meters)     671.60  (feet)  COMP
 GY2887  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 GY2887
 GY2887  VERT ORDER  -  SECOND    CLASS 0
 GY2887
 GY2887.The horizontal coordinates were scaled from a topographic map and have
 GY2887.an estimated accuracy of +/- 6 seconds.
 GY2887
 GY2887.The orthometric height was determined by differential leveling
 GY2887.and adjusted by the National Geodetic Survey in June 1991..
 GY2887
 GY2887.The geoid height was determined by GEOID03.
 GY2887
 GY2887.The dynamic height is computed by dividing the NAVD 88
 GY2887.geopotential number by the normal gravity value computed on the
 GY2887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2887.degrees latitude (g = 980.6199 gals.).
 GY2887
 GY2887.The modeled gravity was interpolated from observed gravity values.
 GY2887
 GY2887;                    North         East    Units  Estimated Accuracy
 GY2887;SPC KY1Z     - 1,139,800.    1,674,070.      MT  (+/- 180 meters Scaled)
 GY2887
 GY2887                          SUPERSEDED SURVEY CONTROL
 GY2887
 GY2887  NGVD 29 (??/??/92)  205.022  (m)          672.64   (f) ADJ UNCH    2 0
 GY2887
 GY2887.Superseded values are not recommended for survey control.
 GY2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2887.See file dsdata.txt to determine how the superseded data were derived.
 GY2887
 GY2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB545624(NAD 83)
 GY2887_MARKER: DB = BENCH MARK DISK
 GY2887_SETTING: 66 = SET IN ROCK OUTCROP
 GY2887_SP_SET: ROCK LEDGE
 GY2887_STAMPING: L 45 1935 672.643
 GY2887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2887+STABILITY: POSITION/ELEVATION WELL
 GY2887
 GY2887  HISTORY     - Date     Condition        Report By
 GY2887  HISTORY     - 1935     MONUMENTED       CGS
 GY2887  HISTORY     - 1958     POOR             NGS
 GY2887
 GY2887                          STATION DESCRIPTION
 GY2887
 GY2887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY2887'2.2 MI W FROM HEIDELBURG.
 GY2887'2.2 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY2887'FROM THE STATION AT HEIDELBERG, LEE COUNTY, 80 YARDS WEST OF
 GY2887'MILEPOST L 168, 12 FEET NORTH OF THE NORTH RAIL, IN THE FACE OF A
 GY2887'LEDGE OF ROCK, AND 3 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2888 ***********************************************************************
 GY2888  DESIGNATION -  L 45 X
 GY2888  PID         -  GY2888
 GY2888  STATE/COUNTY-  KY/LEE
 GY2888  USGS QUAD   -  HEIDELBERG (1976)
 GY2888
 GY2888                         *CURRENT SURVEY CONTROL
 GY2888  ___________________________________________________________________
 GY2888* NAD 83(1986)-  37 34 54.     (N)    083 46 39.     (W)     SCALED    
 GY2888* NAVD 88     -       205.423  (meters)     673.96   (feet)  ADJUSTED  
 GY2888  ___________________________________________________________________
 GY2888  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GY2888  DYNAMIC HT  -         205.266 (meters)     673.44  (feet)  COMP
 GY2888  MODELED GRAV-     979,860.7   (mgal)                       NAVD 88
 GY2888
 GY2888  VERT ORDER  -  SECOND    CLASS 0
 GY2888
 GY2888.The horizontal coordinates were scaled from a topographic map and have
 GY2888.an estimated accuracy of +/- 6 seconds.
 GY2888
 GY2888.The orthometric height was determined by differential leveling
 GY2888.and adjusted by the National Geodetic Survey in June 1991..
 GY2888
 GY2888.The geoid height was determined by GEOID03.
 GY2888
 GY2888.The dynamic height is computed by dividing the NAVD 88
 GY2888.geopotential number by the normal gravity value computed on the
 GY2888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2888.degrees latitude (g = 980.6199 gals.).
 GY2888
 GY2888.The modeled gravity was interpolated from observed gravity values.
 GY2888
 GY2888;                    North         East    Units  Estimated Accuracy
 GY2888;SPC KY1Z     - 1,140,380.    1,674,200.      MT  (+/- 180 meters Scaled)
 GY2888
 GY2888                          SUPERSEDED SURVEY CONTROL
 GY2888
 GY2888  NGVD 29 (??/??/92)  205.584  (m)          674.49   (f) ADJ UNCH    2 0
 GY2888
 GY2888.Superseded values are not recommended for survey control.
 GY2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2888.See file dsdata.txt to determine how the superseded data were derived.
 GY2888
 GY2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB547630(NAD 83)
 GY2888_MARKER: DD = SURVEY DISK
 GY2888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2888_SP_SET: TUNNEL
 GY2888_STAMPING: 674.487
 GY2888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2888
 GY2888  HISTORY     - Date     Condition        Report By
 GY2888  HISTORY     - UNK      MONUMENTED       DOD
 GY2888  HISTORY     - 1958     POOR             NGS
 GY2888
 GY2888                          STATION DESCRIPTION
 GY2888
 GY2888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY2888'2.6 MI W FROM HEIDELBURG.
 GY2888'2.6 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY2888'FROM THE STATION AT HEIDELBERG, LEE COUNTY, AT THE SOUTHEAST
 GY2888'END OF A TUNNEL, 10 FEET NORTH OF THE NORTH RAIL, IN THE FACE
 GY2888'OF A ROCK, AND 3 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0022 ***********************************************************************
 GZ0022  DESIGNATION -  L 46
 GZ0022  PID         -  GZ0022
 GZ0022  STATE/COUNTY-  KY/MADISON
 GZ0022  USGS QUAD   -  PANOLA (1976)
 GZ0022
 GZ0022                         *CURRENT SURVEY CONTROL
 GZ0022  ___________________________________________________________________
 GZ0022* NAD 83(1986)-  37 43 59.     (N)    084 07 29.     (W)     SCALED    
 GZ0022* NAVD 88     -       277.142  (meters)     909.26   (feet)  ADJUSTED  
 GZ0022  ___________________________________________________________________
 GZ0022  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GZ0022  DYNAMIC HT  -         276.934 (meters)     908.57  (feet)  COMP
 GZ0022  MODELED GRAV-     979,872.2   (mgal)                       NAVD 88
 GZ0022
 GZ0022  VERT ORDER  -  SECOND    CLASS 0
 GZ0022
 GZ0022.The horizontal coordinates were scaled from a topographic map and have
 GZ0022.an estimated accuracy of +/- 6 seconds.
 GZ0022
 GZ0022.The orthometric height was determined by differential leveling
 GZ0022.and adjusted by the National Geodetic Survey in June 1991..
 GZ0022
 GZ0022.The geoid height was determined by GEOID03.
 GZ0022
 GZ0022.The dynamic height is computed by dividing the NAVD 88
 GZ0022.geopotential number by the normal gravity value computed on the
 GZ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0022.degrees latitude (g = 980.6199 gals.).
 GZ0022
 GZ0022.The modeled gravity was interpolated from observed gravity values.
 GZ0022
 GZ0022;                    North         East    Units  Estimated Accuracy
 GZ0022;SPC KY1Z     - 1,156,590.    1,643,250.      MT  (+/- 180 meters Scaled)
 GZ0022
 GZ0022                          SUPERSEDED SURVEY CONTROL
 GZ0022
 GZ0022  NGVD 29 (??/??/92)  277.293  (m)          909.75   (f) ADJ UNCH    2 0
 GZ0022
 GZ0022.Superseded values are not recommended for survey control.
 GZ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0022.See file dsdata.txt to determine how the superseded data were derived.
 GZ0022
 GZ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG533800(NAD 83)
 GZ0022_MARKER: DB = BENCH MARK DISK
 GZ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0022_STAMPING: L 46 1935 909.752
 GZ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0022+STABILITY: SURFACE MOTION
 GZ0022
 GZ0022  HISTORY     - Date     Condition        Report By
 GZ0022  HISTORY     - 1935     MONUMENTED       CGS
 GZ0022  HISTORY     - 1958     GOOD             NGS
 GZ0022
 GZ0022                          STATION DESCRIPTION
 GZ0022
 GZ0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0022'AT BYBEE.
 GZ0022'AT BYBEE, 80 YARDS WEST OF THE POST OFFICE, 94 FEET SOUTH OF THE
 GZ0022'SOUTHWEST CORNER OF A CHURCH AND 4 FEET WEST OF EXTENDED LINE OF
 GZ0022'THE WEST WALL OF CHURCH, 31 FEET SOUTHEAST OF A 4-FOOT OAK TREE,
 GZ0022'22 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 21 FEET WEST OF THE
 GZ0022'CENTER OF DRIVE TO CHURCH, AND ABOUT LEVEL WITH HIGHWAY.  STANDARD
 GZ0022'DISK IN CONCRETE POST, PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0198 ***********************************************************************
 GZ0198  DESIGNATION -  L 47
 GZ0198  PID         -  GZ0198
 GZ0198  STATE/COUNTY-  KY/LINCOLN
 GZ0198  USGS QUAD   -  BRODHEAD (1953)
 GZ0198
 GZ0198                         *CURRENT SURVEY CONTROL
 GZ0198  ___________________________________________________________________
 GZ0198* NAD 83(1986)-  37 27 10.     (N)    084 29 55.     (W)     SCALED    
 GZ0198* NAVD 88     -       274.296  (meters)     899.92   (feet)  ADJUSTED  
 GZ0198  ___________________________________________________________________
 GZ0198  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GZ0198  DYNAMIC HT  -         274.086 (meters)     899.23  (feet)  COMP
 GZ0198  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 GZ0198
 GZ0198  VERT ORDER  -  SECOND    CLASS 0
 GZ0198
 GZ0198.The horizontal coordinates were scaled from a topographic map and have
 GZ0198.an estimated accuracy of +/- 6 seconds.
 GZ0198
 GZ0198.The orthometric height was determined by differential leveling
 GZ0198.and adjusted by the National Geodetic Survey in June 1991..
 GZ0198
 GZ0198.The geoid height was determined by GEOID03.
 GZ0198
 GZ0198.The dynamic height is computed by dividing the NAVD 88
 GZ0198.geopotential number by the normal gravity value computed on the
 GZ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0198.degrees latitude (g = 980.6199 gals.).
 GZ0198
 GZ0198.The modeled gravity was interpolated from observed gravity values.
 GZ0198
 GZ0198;                    North         East    Units  Estimated Accuracy
 GZ0198;SPC KY1Z     - 1,124,980.    1,610,710.      MT  (+/- 180 meters Scaled)
 GZ0198
 GZ0198                          SUPERSEDED SURVEY CONTROL
 GZ0198
 GZ0198  NGVD 29 (??/??/92)  274.449  (m)          900.42   (f) ADJ UNCH    2 0
 GZ0198
 GZ0198.Superseded values are not recommended for survey control.
 GZ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0198.See file dsdata.txt to determine how the superseded data were derived.
 GZ0198
 GZ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG212480(NAD 83)
 GZ0198_MARKER: DB = BENCH MARK DISK
 GZ0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0198_SP_SET: BRIDGE ABUTMENT
 GZ0198_STAMPING: L 47 1935
 GZ0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0198
 GZ0198  HISTORY     - Date     Condition        Report By
 GZ0198  HISTORY     - 1935     MONUMENTED       CGS
 GZ0198  HISTORY     - 1950     GOOD             NGS
 GZ0198
 GZ0198                          STATION DESCRIPTION
 GZ0198
 GZ0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0198'1 MI SE FROM CRAB ORCHARD.
 GZ0198'ABOUT 1.0 MILE SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GZ0198'RAILROAD FROM THE STATION AT CRAB ORCHARD, SET IN THE TOP OF THE
 GZ0198'SOUTH WING WALL OF WEST ABUTMENT OF RAILROAD BRIDGE NO. 21 OVER
 GZ0198'A ROAD AND CREEK, 8 1/2 FEET WEST OF THE WEST EDGE OF THE WEST
 GZ0198'ABUTMENT, 5 FEET SOUTH OF THE SOUTH RAIL, 10 FEET WEST OF THE
 GZ0198'WEST END OF THE SOUTH STEEL GIRDER AND ABOUT 1 FOOT BELOW THE
 GZ0198'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0023 ***********************************************************************
 GB0023  DESIGNATION -  L 5
 GB0023  PID         -  GB0023
 GB0023  STATE/COUNTY-  KY/MCCREARY
 GB0023  USGS QUAD   -  WHITLEY CITY (1982)
 GB0023
 GB0023                         *CURRENT SURVEY CONTROL
 GB0023  ___________________________________________________________________
 GB0023* NAD 83(1986)-  36 39 09.     (N)    084 26 22.     (W)     SCALED    
 GB0023* NAVD 88     -       430.073  (meters)    1411.00   (feet)  ADJUSTED  
 GB0023  ___________________________________________________________________
 GB0023  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GB0023  DYNAMIC HT  -         429.720 (meters)    1409.84  (feet)  COMP
 GB0023  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 GB0023
 GB0023  VERT ORDER  -  FIRST     CLASS I
 GB0023
 GB0023.The horizontal coordinates were scaled from a topographic map and have
 GB0023.an estimated accuracy of +/- 6 seconds.
 GB0023
 GB0023.The orthometric height was determined by differential leveling
 GB0023.and adjusted by the National Geodetic Survey in June 1991..
 GB0023.WARNING-Repeat measurements at this control monument indicate possible
 GB0023.vertical movement.
 GB0023
 GB0023.The geoid height was determined by GEOID03.
 GB0023
 GB0023.The dynamic height is computed by dividing the NAVD 88
 GB0023.geopotential number by the normal gravity value computed on the
 GB0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0023.degrees latitude (g = 980.6199 gals.).
 GB0023
 GB0023.The modeled gravity was interpolated from observed gravity values.
 GB0023
 GB0023;                    North         East    Units  Estimated Accuracy
 GB0023;SPC KY1Z     - 1,036,250.    1,617,200.      MT  (+/- 180 meters Scaled)
 GB0023
 GB0023                          SUPERSEDED SURVEY CONTROL
 GB0023
 GB0023  NGVD 29 (??/??/92)  430.206  (m)         1411.43   (f) ADJ UNCH    1 1
 GB0023
 GB0023.Superseded values are not recommended for survey control.
 GB0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0023.See file dsdata.txt to determine how the superseded data were derived.
 GB0023
 GB0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF288593(NAD 83)
 GB0023_MARKER: H = DRILL HOLE
 GB0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0023_SP_SET: STONE POST
 GB0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0023+STABILITY: SURFACE MOTION
 GB0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0023+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1996
 GB0023
 GB0023  HISTORY     - Date     Condition        Report By
 GB0023  HISTORY     - UNK      MONUMENTED       CGS
 GB0023  HISTORY     - 1968     GOOD             NGS
 GB0023  HISTORY     - 19960619 GOOD             KYDT
 GB0023
 GB0023                          STATION DESCRIPTION
 GB0023
 GB0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0023'0.1 MI N FROM PINE KNOT.
 GB0023'ABOUT 0.1 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0023'AT PINE KNOT, 31 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 GB0023'THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST AND
 GB0023'SURROUNDED BY THE LETTERS U.S.B.M. WHICH ARE CUT IN THE TOP OF THE
 GB0023'POST, 72 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 GB0023'HOUSE, 4 FEET SOUTHEAST OF A 16-INCH CHINABERRY TREE WHICH
 GB0023'BEARS A METAL WITNESS SHIELD, AND ABOUT LEVEL WITH THE SURFACE
 GB0023'OF THE GROUND.
 GB0023
 GB0023                          STATION RECOVERY (1996)
 GB0023
 GB0023'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0023'ABOUT 30.7 FEET WEST OF WEST RAIL OF WEST TRACK, 72.9 FEET NORTHEAST
 GB0023'OF NORTHEAST CORNER OF FRAME HOUSE, 0.7 FEET WEST OF NORTH GATE POST
 GB0023'AND FIBERGLASS WITNESS POST, 1 FOOT WEST OF SMALL WILLOW TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1052 ***********************************************************************
 JZ1052  DESIGNATION -  L 5
 JZ1052  PID         -  JZ1052
 JZ1052  STATE/COUNTY-  KY/BOONE
 JZ1052  USGS QUAD   -  BURLINGTON (1991)
 JZ1052
 JZ1052                         *CURRENT SURVEY CONTROL
 JZ1052  ___________________________________________________________________
 JZ1052* NAD 83(1986)-  39 03 58.     (N)    084 42 48.     (W)     SCALED    
 JZ1052* NAVD 88     -       253.876  (meters)     832.92   (feet)  ADJUSTED  
 JZ1052  ___________________________________________________________________
 JZ1052  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1052  DYNAMIC HT  -         253.717 (meters)     832.40  (feet)  COMP
 JZ1052  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 JZ1052
 JZ1052  VERT ORDER  -  SECOND    CLASS 0
 JZ1052
 JZ1052.The horizontal coordinates were scaled from a topographic map and have
 JZ1052.an estimated accuracy of +/- 6 seconds.
 JZ1052
 JZ1052.The orthometric height was determined by differential leveling
 JZ1052.and adjusted by the National Geodetic Survey in June 1991..
 JZ1052
 JZ1052.The geoid height was determined by GEOID03.
 JZ1052
 JZ1052.The dynamic height is computed by dividing the NAVD 88
 JZ1052.geopotential number by the normal gravity value computed on the
 JZ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1052.degrees latitude (g = 980.6199 gals.).
 JZ1052
 JZ1052.The modeled gravity was interpolated from observed gravity values.
 JZ1052
 JZ1052;                    North         East    Units  Estimated Accuracy
 JZ1052;SPC KY1Z     - 1,303,810.    1,589,730.      MT  (+/- 180 meters Scaled)
 JZ1052
 JZ1052                          SUPERSEDED SURVEY CONTROL
 JZ1052
 JZ1052  NGVD 29 (??/??/92)  254.078  (m)          833.59   (f) ADJ UNCH    2 0
 JZ1052
 JZ1052.Superseded values are not recommended for survey control.
 JZ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1052.See file dsdata.txt to determine how the superseded data were derived.
 JZ1052
 JZ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ978266(NAD 83)
 JZ1052_MARKER: Q = CHISELED SQUARE
 JZ1052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1052_SP_SET: BRIDGE FLOOR
 JZ1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1052
 JZ1052  HISTORY     - Date     Condition        Report By
 JZ1052  HISTORY     - UNK      MONUMENTED       KYHD
 JZ1052  HISTORY     - 1964     GOOD             PAS
 JZ1052
 JZ1052                          STATION DESCRIPTION
 JZ1052
 JZ1052'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1052'0.8 MI W FROM HEBRON.
 JZ1052'0.75 MILE WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JZ1052'HEBRON, AT A GRAVEL DRIVE SOUTH, 61 FEET SOUTH OF THE CENTER OF
 JZ1052'HIGHWAY 20 AND 21 FEET WEST OF THE CENTER OF DRIVE.  A 2 INCH
 JZ1052'CHISELED SQUARE ON THE NORTHWEST CORNER OF CONCRETE BRIDGE FLOOR
 JZ1052'NEAR THE NORTHWEST END OF CONCRETE HAND RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0130 ***********************************************************************
 GB0130  DESIGNATION -  L 50
 GB0130  PID         -  GB0130
 GB0130  STATE/COUNTY-  KY/WHITLEY
 GB0130  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0130
 GB0130                         *CURRENT SURVEY CONTROL
 GB0130  ___________________________________________________________________
 GB0130* NAD 83(1986)-  36 43 03.     (N)    084 11 21.     (W)     SCALED    
 GB0130* NAVD 88     -       311.720  (meters)    1022.70   (feet)  ADJUSTED  
 GB0130  ___________________________________________________________________
 GB0130  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GB0130  DYNAMIC HT  -         311.461 (meters)    1021.85  (feet)  COMP
 GB0130  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 GB0130
 GB0130  VERT ORDER  -  SECOND    CLASS 0
 GB0130
 GB0130.The horizontal coordinates were scaled from a topographic map and have
 GB0130.an estimated accuracy of +/- 6 seconds.
 GB0130
 GB0130.The orthometric height was determined by differential leveling
 GB0130.and adjusted by the National Geodetic Survey in June 1991..
 GB0130
 GB0130.The geoid height was determined by GEOID03.
 GB0130
 GB0130.The dynamic height is computed by dividing the NAVD 88
 GB0130.geopotential number by the normal gravity value computed on the
 GB0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0130.degrees latitude (g = 980.6199 gals.).
 GB0130
 GB0130.The modeled gravity was interpolated from observed gravity values.
 GB0130
 GB0130;                    North         East    Units  Estimated Accuracy
 GB0130;SPC KY1Z     - 1,043,800.    1,639,450.      MT  (+/- 180 meters Scaled)
 GB0130
 GB0130                          SUPERSEDED SURVEY CONTROL
 GB0130
 GB0130  NGVD 29 (??/??/92)  311.869  (m)         1023.19   (f) ADJ UNCH    2 0
 GB0130
 GB0130.Superseded values are not recommended for survey control.
 GB0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0130.See file dsdata.txt to determine how the superseded data were derived.
 GB0130
 GB0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF510672(NAD 83)
 GB0130_MARKER: DB = BENCH MARK DISK
 GB0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0130_STAMPING: L 50 1935
 GB0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0130+STABILITY: SURFACE MOTION
 GB0130
 GB0130  HISTORY     - Date     Condition        Report By
 GB0130  HISTORY     - 1935     MONUMENTED       CGS
 GB0130  HISTORY     - 1957     MARK NOT FOUND   NGS
 GB0130
 GB0130                          STATION DESCRIPTION
 GB0130
 GB0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0130'2.5 MI W FROM WILLIAMSBURG.
 GB0130'2.5 MILES WEST ALONG STATE HIGHWAY 92 FROM THE L AND N RR STATION
 GB0130'AT WILLIAMSBURG, 72 YARDS EAST OF THE L.P. LAY RESIDENCE, 74
 GB0130'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STONE CULVERT, 65
 GB0130'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF THE
 GB0130'FENCE LINE, AND LEVEL WITH THE HIGHWAY.  NOTE-- THE MEASUREMENTS
 GB0130'PLACE MARK IN SMALL CULTIVATED PLOT.  MR. COX THE PRESENT OWNER
 GB0130'HELPED MAKE MEASUREMENTS AND HE SAYS THAT HE NEVER SEEN OR HIT THE
 GB0130'MARK IN PLOWING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0501 ***********************************************************************
 GZ0501  DESIGNATION -  L 51
 GZ0501  PID         -  GZ0501
 GZ0501  STATE/COUNTY-  KY/PULASKI
 GZ0501  USGS QUAD   -  BILLOWS (1987)
 GZ0501
 GZ0501                         *CURRENT SURVEY CONTROL
 GZ0501  ___________________________________________________________________
 GZ0501* NAD 83(1986)-  37 09 42.     (N)    084 18 27.     (W)     SCALED    
 GZ0501* NAVD 88     -       257.673  (meters)     845.38   (feet)  ADJUSTED  
 GZ0501  ___________________________________________________________________
 GZ0501  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GZ0501  DYNAMIC HT  -         257.480 (meters)     844.75  (feet)  COMP
 GZ0501  MODELED GRAV-     979,875.1   (mgal)                       NAVD 88
 GZ0501
 GZ0501  VERT ORDER  -  SECOND    CLASS 0
 GZ0501
 GZ0501.The horizontal coordinates were scaled from a topographic map and have
 GZ0501.an estimated accuracy of +/- 6 seconds.
 GZ0501
 GZ0501.The orthometric height was determined by differential leveling
 GZ0501.and adjusted by the National Geodetic Survey in June 1991..
 GZ0501
 GZ0501.The geoid height was determined by GEOID03.
 GZ0501
 GZ0501.The dynamic height is computed by dividing the NAVD 88
 GZ0501.geopotential number by the normal gravity value computed on the
 GZ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0501.degrees latitude (g = 980.6199 gals.).
 GZ0501
 GZ0501.The modeled gravity was interpolated from observed gravity values.
 GZ0501
 GZ0501;                    North         East    Units  Estimated Accuracy
 GZ0501;SPC KY1Z     - 1,092,920.    1,628,120.      MT  (+/- 180 meters Scaled)
 GZ0501
 GZ0501                          SUPERSEDED SURVEY CONTROL
 GZ0501
 GZ0501  NGVD 29 (??/??/92)  257.841  (m)          845.93   (f) ADJ UNCH    2 0
 GZ0501
 GZ0501.Superseded values are not recommended for survey control.
 GZ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0501.See file dsdata.txt to determine how the superseded data were derived.
 GZ0501
 GZ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG390162(NAD 83)
 GZ0501_MARKER: DB = BENCH MARK DISK
 GZ0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0501_SP_SET: BRIDGE ABUTMENT
 GZ0501_STAMPING: L 51 1935 845.933
 GZ0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0501
 GZ0501  HISTORY     - Date     Condition        Report By
 GZ0501  HISTORY     - 1935     MONUMENTED       CGS
 GZ0501  HISTORY     - 1950     GOOD             NGS
 GZ0501  HISTORY     - 1958     POOR             NGS
 GZ0501
 GZ0501                          STATION DESCRIPTION
 GZ0501
 GZ0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0501'AT BILLOWS.
 GZ0501'AT BILLOWS, ALONG STATE HIGHWAY 80, ABOUT 400 FEET EAST OF THE
 GZ0501'JUNCTION OF A ROAD NORTH, SET IN THE TOP OF THE NORTH END OF THE
 GZ0501'WEST ABUTMENT OF CONCRETE BRIDGE OVER LINE CREEK, 18 FEET NORTH
 GZ0501'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT BELOW THE
 GZ0501'HIGHWAY.  NOTE-- MARK IS ABOUT 19.5 MILES EAST ALONG STATE
 GZ0501'HIGHWAY 80 FROM THE COURT HOUSE AT SOMERSET, PULASKI COUNTY.
 GZ0501'NOTE-- THE MARK IS MUTILATED BUT SOLID.
 GZ0501
 GZ0501                          STATION RECOVERY (1958)
 GZ0501
 GZ0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0501'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1526 ***********************************************************************
 GZ1526  DESIGNATION -  L 55
 GZ1526  PID         -  GZ1526
 GZ1526  STATE/COUNTY-  KY/ADAIR
 GZ1526  USGS QUAD   -  CANE VALLEY (1979)
 GZ1526
 GZ1526                         *CURRENT SURVEY CONTROL
 GZ1526  ___________________________________________________________________
 GZ1526* NAD 83(1986)-  37 09 42.     (N)    085 18 36.     (W)     SCALED    
 GZ1526* NAVD 88     -       274.684  (meters)     901.19   (feet)  ADJUSTED  
 GZ1526  ___________________________________________________________________
 GZ1526  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GZ1526  DYNAMIC HT  -         274.467 (meters)     900.48  (feet)  COMP
 GZ1526  MODELED GRAV-     979,833.4   (mgal)                       NAVD 88
 GZ1526
 GZ1526  VERT ORDER  -  SECOND    CLASS 0
 GZ1526
 GZ1526.The horizontal coordinates were scaled from a topographic map and have
 GZ1526.an estimated accuracy of +/- 6 seconds.
 GZ1526
 GZ1526.The orthometric height was determined by differential leveling
 GZ1526.and adjusted by the National Geodetic Survey in June 1991..
 GZ1526
 GZ1526.The geoid height was determined by GEOID03.
 GZ1526
 GZ1526.The dynamic height is computed by dividing the NAVD 88
 GZ1526.geopotential number by the normal gravity value computed on the
 GZ1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1526.degrees latitude (g = 980.6199 gals.).
 GZ1526
 GZ1526.The modeled gravity was interpolated from observed gravity values.
 GZ1526
 GZ1526;                    North         East    Units  Estimated Accuracy
 GZ1526;SPC KY1Z     - 1,092,020.    1,539,080.      MT  (+/- 180 meters Scaled)
 GZ1526
 GZ1526                          SUPERSEDED SURVEY CONTROL
 GZ1526
 GZ1526  NGVD 29 (??/??/92)  274.836  (m)          901.69   (f) ADJ UNCH    2 0
 GZ1526
 GZ1526.Superseded values are not recommended for survey control.
 GZ1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1526.See file dsdata.txt to determine how the superseded data were derived.
 GZ1526
 GZ1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG500141(NAD 83)
 GZ1526_MARKER: DB = BENCH MARK DISK
 GZ1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1526_STAMPING: L 55 1935
 GZ1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1526+STABILITY: SURFACE MOTION
 GZ1526
 GZ1526  HISTORY     - Date     Condition        Report By
 GZ1526  HISTORY     - 1935     MONUMENTED       CGS
 GZ1526  HISTORY     - 1951     GOOD             NGS
 GZ1526  HISTORY     - 20050826 MARK NOT FOUND   KYTC
 GZ1526
 GZ1526                          STATION DESCRIPTION
 GZ1526
 GZ1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1526'1.4 MI S FROM CANE VALLEY.
 GZ1526'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE POST
 GZ1526'OFFICE AT CANE VALLEY, ABOUT 0.15 MILE NORTHWEST OF THE JUNCTION
 GZ1526'OF A GRAVEL ROAD EAST, ON THE SOUTHEAST SLOPE OF A LONG HILL,
 GZ1526'23 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 253 FEET
 GZ1526'EAST AND ACROSS THE HIGHWAY FROM THE EAST CORNER OF A CHURCH,
 GZ1526'50 FEET NORTHWEST OF THE SECOND TELEPHONE POLE NORTHWEST OF A
 GZ1526'DRIVE NORTHEAST TO A WHITE FRAME HOUSE, 1 FOOT NORTHEAST OF A
 GZ1526'FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 GZ1526'A CONCRETE POST PROJECTING 1 INCH.
 GZ1526
 GZ1526                          STATION RECOVERY (2005)
 GZ1526
 GZ1526'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1348 ***********************************************************************
 GZ1348  DESIGNATION -  L 56
 GZ1348  PID         -  GZ1348
 GZ1348  STATE/COUNTY-  KY/WASHINGTON
 GZ1348  USGS QUAD   -  SPRINGFIELD (1979)
 GZ1348
 GZ1348                         *CURRENT SURVEY CONTROL
 GZ1348  ___________________________________________________________________
 GZ1348* NAD 83(1986)-  37 41 30.     (N)    085 14 01.     (W)     SCALED    
 GZ1348* NAVD 88     -       222.504  (meters)     730.00   (feet)  ADJUSTED  
 GZ1348  ___________________________________________________________________
 GZ1348  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 GZ1348  DYNAMIC HT  -         222.331 (meters)     729.43  (feet)  COMP
 GZ1348  MODELED GRAV-     979,847.5   (mgal)                       NAVD 88
 GZ1348
 GZ1348  VERT ORDER  -  SECOND    CLASS 0
 GZ1348
 GZ1348.The horizontal coordinates were scaled from a topographic map and have
 GZ1348.an estimated accuracy of +/- 6 seconds.
 GZ1348
 GZ1348.The orthometric height was determined by differential leveling
 GZ1348.and adjusted by the National Geodetic Survey in June 1991..
 GZ1348
 GZ1348.The geoid height was determined by GEOID03.
 GZ1348
 GZ1348.The dynamic height is computed by dividing the NAVD 88
 GZ1348.geopotential number by the normal gravity value computed on the
 GZ1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1348.degrees latitude (g = 980.6199 gals.).
 GZ1348
 GZ1348.The modeled gravity was interpolated from observed gravity values.
 GZ1348
 GZ1348;                    North         East    Units  Estimated Accuracy
 GZ1348;SPC KY1Z     - 1,150,880.    1,545,540.      MT  (+/- 180 meters Scaled)
 GZ1348
 GZ1348                          SUPERSEDED SURVEY CONTROL
 GZ1348
 GZ1348  NGVD 29 (??/??/92)  222.648  (m)          730.47   (f) ADJ UNCH    2 0
 GZ1348
 GZ1348.Superseded values are not recommended for survey control.
 GZ1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1348.See file dsdata.txt to determine how the superseded data were derived.
 GZ1348
 GZ1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG557730(NAD 83)
 GZ1348_MARKER: DB = BENCH MARK DISK
 GZ1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1348_STAMPING: L 56 1935
 GZ1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1348+STABILITY: SURFACE MOTION
 GZ1348
 GZ1348  HISTORY     - Date     Condition        Report By
 GZ1348  HISTORY     - 1935     MONUMENTED       CGS
 GZ1348  HISTORY     - 1950     GOOD             NGS
 GZ1348
 GZ1348                          STATION DESCRIPTION
 GZ1348
 GZ1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1348'0.8 MI NW FROM SPRINGFIELD.
 GZ1348'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 55 FROM THE POST OFFICE AT
 GZ1348'SPRINGFIELD, WASHINGTON COUNTY, 50 YARDS SOUTHEAST OF THE SOUTH
 GZ1348'CORNER OF THE GOLD TIP SERVICE STATION, 64 FEET NORTHWEST OF
 GZ1348'THE WEST CORNER OF THE NEW FARMERS TOBACCO WAREHOUSE, AT A ROAD
 GZ1348'JUNCTION, 60 YARDS SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 GZ1348'55, 28 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 68, 14
 GZ1348'FEET NORTHWEST OF TELEPHONE POLE 2355, 1.5 FEET SOUTHWEST OF THE
 GZ1348'FENCE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 GZ1348'STAMPED L 56 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3066 ***********************************************************************
 GZ3066  DESIGNATION -  L 58 RESET
 GZ3066  PID         -  GZ3066
 GZ3066  STATE/COUNTY-  KY/LARUE
 GZ3066  USGS QUAD   -  HODGENVILLE (1987)
 GZ3066
 GZ3066                         *CURRENT SURVEY CONTROL
 GZ3066  ___________________________________________________________________
 GZ3066* NAD 83(1986)-  37 30 45.     (N)    085 41 56.     (W)     SCALED    
 GZ3066* NAVD 88     -       231.29   (meters)     758.8    (feet)  RESET     
 GZ3066  ___________________________________________________________________
 GZ3066  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 GZ3066
 GZ3066  VERT ORDER  -  THIRD
 GZ3066
 GZ3066.The horizontal coordinates were scaled from a topographic map and have
 GZ3066.an estimated accuracy of +/- 6 seconds.
 GZ3066
 GZ3066.The orthometric height was computed from unverified reset data.
 GZ3066.No vertical observational check was made to the station.
 GZ3066
 GZ3066.The geoid height was determined by GEOID03.
 GZ3066
 GZ3066;                    North         East    Units  Estimated Accuracy
 GZ3066;SPC KY1Z     - 1,130,870.    1,504,520.      MT  (+/- 180 meters Scaled)
 GZ3066
 GZ3066                          SUPERSEDED SURVEY CONTROL
 GZ3066
 GZ3066  NGVD 29 (10/08/05)  231.41   (m)          759.2    (f) RESET       3  
 GZ3066
 GZ3066.Superseded values are not recommended for survey control.
 GZ3066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3066.See file dsdata.txt to determine how the superseded data were derived.
 GZ3066
 GZ3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG149525(NAD 83)
 GZ3066_MARKER: DB = BENCH MARK DISK
 GZ3066_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GZ3066_SP_SET: BRIDGE ABUTMENT
 GZ3066_STAMPING: L-58 RESET 1989
 GZ3066_MARK LOGO: NGS   
 GZ3066_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3066
 GZ3066  HISTORY     - Date     Condition        Report By
 GZ3066  HISTORY     - 1989     MONUMENTED       KYDT
 GZ3066
 GZ3066                          STATION DESCRIPTION
 GZ3066
 GZ3066'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1989
 GZ3066'IN BUFFALO, 0.15 MILE NORTHEAST ALONG U.S. HIGHWAY 31E FROM THE POST
 GZ3066'OFFICE, IN THE 140 FOOT CONCRETE BRIDGE OVER THE NORTH FORK OF
 GZ3066'BUFFALO CREEK, 15.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 31E,
 GZ3066'ABOUT 1 FOOT HIGHER THAN ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1053 ***********************************************************************
 JZ1053  DESIGNATION -  L 6
 JZ1053  PID         -  JZ1053
 JZ1053  STATE/COUNTY-  KY/BOONE
 JZ1053  USGS QUAD   -  BURLINGTON (1991)
 JZ1053
 JZ1053                         *CURRENT SURVEY CONTROL
 JZ1053  ___________________________________________________________________
 JZ1053* NAD 83(1986)-  39 04 03.     (N)    084 43 02.     (W)     SCALED    
 JZ1053* NAVD 88     -       250.645  (meters)     822.32   (feet)  ADJUSTED  
 JZ1053  ___________________________________________________________________
 JZ1053  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1053  DYNAMIC HT  -         250.488 (meters)     821.81  (feet)  COMP
 JZ1053  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 JZ1053
 JZ1053  VERT ORDER  -  SECOND    CLASS 0
 JZ1053
 JZ1053.The horizontal coordinates were scaled from a topographic map and have
 JZ1053.an estimated accuracy of +/- 6 seconds.
 JZ1053
 JZ1053.The orthometric height was determined by differential leveling
 JZ1053.and adjusted by the National Geodetic Survey in June 1991..
 JZ1053
 JZ1053.The geoid height was determined by GEOID03.
 JZ1053
 JZ1053.The dynamic height is computed by dividing the NAVD 88
 JZ1053.geopotential number by the normal gravity value computed on the
 JZ1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1053.degrees latitude (g = 980.6199 gals.).
 JZ1053
 JZ1053.The modeled gravity was interpolated from observed gravity values.
 JZ1053
 JZ1053;                    North         East    Units  Estimated Accuracy
 JZ1053;SPC KY1Z     - 1,303,960.    1,589,390.      MT  (+/- 180 meters Scaled)
 JZ1053
 JZ1053                          SUPERSEDED SURVEY CONTROL
 JZ1053
 JZ1053  NGVD 29 (??/??/92)  250.847  (m)          822.99   (f) ADJ UNCH    2 0
 JZ1053
 JZ1053.Superseded values are not recommended for survey control.
 JZ1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1053.See file dsdata.txt to determine how the superseded data were derived.
 JZ1053
 JZ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ974267(NAD 83)
 JZ1053_MARKER: Q = CHISELED SQUARE
 JZ1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1053_SP_SET: CULVERT
 JZ1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1053
 JZ1053  HISTORY     - Date     Condition        Report By
 JZ1053  HISTORY     - UNK      MONUMENTED       KYHD
 JZ1053  HISTORY     - 1964     GOOD             PAS
 JZ1053
 JZ1053                          STATION DESCRIPTION
 JZ1053
 JZ1053'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1053'1 MI W FROM HEBRON.
 JZ1053'1.0 MILE WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JZ1053'HEBRON, 67 FEET NORTHWEST OF POWER POLE 13BN 30E AND 16 FEET SOUTH
 JZ1053'OF THE CENTER OF HIGHWAY.  A 2 INCH CHISELED SQUARE IN THE
 JZ1053'CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2406 ***********************************************************************
 GZ2406  DESIGNATION -  L 60
 GZ2406  PID         -  GZ2406
 GZ2406  STATE/COUNTY-  KY/NELSON
 GZ2406  USGS QUAD   -  NEW HAVEN (1987)
 GZ2406
 GZ2406                         *CURRENT SURVEY CONTROL
 GZ2406  ___________________________________________________________________
 GZ2406* NAD 83(1993)-  37 39 31.76667(N)    085 35 44.95702(W)     ADJUSTED  
 GZ2406* NAVD 88     -       142.657  (meters)     468.03   (feet)  ADJUSTED  
 GZ2406  ___________________________________________________________________
 GZ2406  X           -     388,239.173 (meters)                     COMP
 GZ2406  Y           -  -5,040,812.275 (meters)                     COMP
 GZ2406  Z           -   3,875,601.112 (meters)                     COMP
 GZ2406  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 GZ2406  ELLIP HEIGHT-         109.58  (meters)          (01/09/97) GPS OBS
 GZ2406  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 GZ2406  DYNAMIC HT  -         142.548 (meters)     467.68  (feet)  COMP
 GZ2406  MODELED GRAV-     979,865.2   (mgal)                       NAVD 88
 GZ2406
 GZ2406  HORZ ORDER  -  FIRST
 GZ2406  VERT ORDER  -  SECOND    CLASS 0
 GZ2406  ELLP ORDER  -  FOURTH    CLASS I
 GZ2406
 GZ2406.The horizontal coordinates were established by GPS observations
 GZ2406.and adjusted by the National Geodetic Survey in January 1997..
 GZ2406
 GZ2406.The orthometric height was determined by differential leveling
 GZ2406.and adjusted by the National Geodetic Survey in June 1991..
 GZ2406
 GZ2406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ2406
 GZ2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2406
 GZ2406.The ellipsoidal height was determined by GPS observations
 GZ2406.and is referenced to NAD 83.
 GZ2406
 GZ2406.The geoid height was determined by GEOID03.
 GZ2406
 GZ2406.The dynamic height is computed by dividing the NAVD 88
 GZ2406.geopotential number by the normal gravity value computed on the
 GZ2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2406.degrees latitude (g = 980.6199 gals.).
 GZ2406
 GZ2406.The modeled gravity was interpolated from observed gravity values.
 GZ2406
 GZ2406;                    North         East     Units Scale Factor Converg.
 GZ2406;SPC KY1Z     - 1,147,117.463 1,513,603.181   MT  0.99991212   +0 05 40.8
 GZ2406;SPC KY1Z     - 3,763,501.21  4,965,879.77   sFT  0.99991212   +0 05 40.8
 GZ2406;SPC KY S     -   647,108.625   513,603.852   MT  0.99996141   +0 05 36.6
 GZ2406;SPC KY S     - 2,123,055.55  1,685,048.64   sFT  0.99996141   +0 05 36.6
 GZ2406;UTM  16      - 4,168,889.295   623,855.265   MT  0.99978895   +0 51 28.8
 GZ2406
 GZ2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2406!SPC KY1Z     -   0.99998280  x   0.99991212  =   0.99989493
 GZ2406!SPC KY S     -   0.99998280  x   0.99996141  =   0.99994422
 GZ2406!UTM  16      -   0.99998280  x   0.99978895  =   0.99977176
 GZ2406
 GZ2406                          SUPERSEDED SURVEY CONTROL
 GZ2406
 GZ2406  NAVD 88 (01/09/97)  142.66   (m)          468.0    (f) LEVELING    3  
 GZ2406  NGVD 29 (??/??/92)  142.801  (m)          468.51   (f) ADJ UNCH    2 0
 GZ2406
 GZ2406.Superseded values are not recommended for survey control.
 GZ2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2406.See file dsdata.txt to determine how the superseded data were derived.
 GZ2406
 GZ2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG2385568889(NAD 83)
 GZ2406_MARKER: DB = BENCH MARK DISK
 GZ2406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2406_SP_SET: MASSIVE HEADWALL
 GZ2406_STAMPING: L 60 1935
 GZ2406_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2406+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1995
 GZ2406
 GZ2406  HISTORY     - Date     Condition        Report By
 GZ2406  HISTORY     - 1935     MONUMENTED       CGS
 GZ2406  HISTORY     - 19951017 GOOD             LOWE
 GZ2406
 GZ2406                          STATION DESCRIPTION
 GZ2406
 GZ2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ2406'AT NEW HAVEN.
 GZ2406'B.M. LOCATED THE TOWN OF NEW HAVEN ALONG THE LEBANON BRANCH OF
 GZ2406'LOUISVILLE AND NASHVILLE RR, AT THE JUNCTION OF THE RAILROAD
 GZ2406'AND U.S. HIGHWAY 31 EAST 20 MILES N.W. OF JUNCTION ON THE WEST
 GZ2406'END OF RAILROAD BRIDGE 7, 9.6 FT S.W. OF WEST RAIL, 4 INCHES OF
 GZ2406'S.W. CORNER TOP STONE.  NOTE-- .24 MI. WEST OF STA.
 GZ2406
 GZ2406                          STATION RECOVERY (1995)
 GZ2406
 GZ2406'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GZ2406'STATION WAS FOUND IN GOOD CONDITION, NEW DESCRIPTION AS FOLLOWS.
 GZ2406'STATION IS LOCATED IN THE TOWN OF NEW HAVEN ABOUT 19 KM (11.80 MI)
 GZ2406'SOUTHWEST FRO BARDSTOWN ALONG THE LEBANON BRANCH OF THE L AND N RAIL
 GZ2406'ROAD.  TO REACH FROM THE INTERSECTION OF THE RAIL ROAD CROSSING AND
 GZ2406'HIGHWAY 31E IN NEW HAVEN, GO EAST ON RAIL ROAD TRACKS ABOUT 365.8 M
 GZ2406'(1200.1 FT) TO A BRIDGE OVER A SMALL CREEK AND STATION ON LEFT.
 GZ2406'STATION IS A CGS BRASS DISK SET IN A DRILL HOLE IN THE NORTHWEST WING
 GZ2406'WALL OF THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2407 ***********************************************************************
 GZ2407  DESIGNATION -  L 60 RESET 1949
 GZ2407  PID         -  GZ2407
 GZ2407  STATE/COUNTY-  KY/NELSON
 GZ2407  USGS QUAD   -  NEW HAVEN (1987)
 GZ2407
 GZ2407                         *CURRENT SURVEY CONTROL
 GZ2407  ___________________________________________________________________
 GZ2407* NAD 83(1986)-  37 39 32.     (N)    085 35 44.     (W)     SCALED    
 GZ2407* NAVD 88     -       142.80   (meters)     468.5    (feet)  RESET     
 GZ2407  ___________________________________________________________________
 GZ2407  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 GZ2407
 GZ2407  VERT ORDER  -  THIRD
 GZ2407
 GZ2407.The horizontal coordinates were scaled from a topographic map and have
 GZ2407.an estimated accuracy of +/- 6 seconds.
 GZ2407
 GZ2407.The orthometric height was computed from unverified reset data.
 GZ2407.No vertical observational check was made to the station.
 GZ2407
 GZ2407.The geoid height was determined by GEOID03.
 GZ2407
 GZ2407;                    North         East    Units  Estimated Accuracy
 GZ2407;SPC KY1Z     - 1,147,130.    1,513,630.      MT  (+/- 180 meters Scaled)
 GZ2407
 GZ2407                          SUPERSEDED SURVEY CONTROL
 GZ2407
 GZ2407  NGVD 29 (10/08/05)  142.95   (m)          469.0    (f) RESET       3  
 GZ2407
 GZ2407.Superseded values are not recommended for survey control.
 GZ2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2407.See file dsdata.txt to determine how the superseded data were derived.
 GZ2407
 GZ2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG238688(NAD 83)
 GZ2407_MARKER: DB = BENCH MARK DISK
 GZ2407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2407_SP_SET: ABUTMENT
 GZ2407_STAMPING: L 60 RESET 1949
 GZ2407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ2407+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 GZ2407
 GZ2407  HISTORY     - Date     Condition        Report By
 GZ2407  HISTORY     - 1949     MONUMENTED       LNRR
 GZ2407  HISTORY     - 1950     GOOD             NGS
 GZ2407  HISTORY     - 20010919 GOOD             KYDT
 GZ2407
 GZ2407                          STATION DESCRIPTION
 GZ2407
 GZ2407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ2407'AT NEW HAVEN.
 GZ2407'AT NEW HAVEN, NELSON COUNTY, 0.2 MILE WEST ALONG THE LOUISVILLE
 GZ2407'AND NASHVILLE RAILROAD FROM THE STATION, 20 RAILS NORTHWEST OF
 GZ2407'THE CROSSING OF U.S. HIGHWAY 31 E, AT BRIDGE 7, IN THE TOP OF THE
 GZ2407'SOUTH ABUTMENT, AND 8 FEET SOUTHWEST OF THE SOUTHWEST RAIL.
 GZ2407
 GZ2407                          STATION RECOVERY (2001)
 GZ2407
 GZ2407'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (KAB)
 GZ2407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1199 ***********************************************************************
 GB1199  DESIGNATION -  L 61
 GB1199  PID         -  GB1199
 GB1199  STATE/COUNTY-  KY/MCCREARY
 GB1199  USGS QUAD   -  BURNSIDE (1982)
 GB1199
 GB1199                         *CURRENT SURVEY CONTROL
 GB1199  ___________________________________________________________________
 GB1199* NAD 83(1986)-  36 53 46.     (N)    084 30 40.     (W)     SCALED    
 GB1199* NAVD 88     -       336.757  (meters)    1104.84   (feet)  ADJUSTED  
 GB1199  ___________________________________________________________________
 GB1199  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GB1199  DYNAMIC HT  -         336.494 (meters)    1103.98  (feet)  COMP
 GB1199  MODELED GRAV-     979,838.7   (mgal)                       NAVD 88
 GB1199
 GB1199  VERT ORDER  -  FIRST     CLASS II
 GB1199
 GB1199.The horizontal coordinates were scaled from a topographic map and have
 GB1199.an estimated accuracy of +/- 6 seconds.
 GB1199
 GB1199.The orthometric height was determined by differential leveling
 GB1199.and adjusted by the National Geodetic Survey in June 1991..
 GB1199
 GB1199.The geoid height was determined by GEOID03.
 GB1199
 GB1199.The dynamic height is computed by dividing the NAVD 88
 GB1199.geopotential number by the normal gravity value computed on the
 GB1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1199.degrees latitude (g = 980.6199 gals.).
 GB1199
 GB1199.The modeled gravity was interpolated from observed gravity values.
 GB1199
 GB1199;                    North         East    Units  Estimated Accuracy
 GB1199;SPC KY1Z     - 1,063,190.    1,610,430.      MT  (+/- 180 meters Scaled)
 GB1199
 GB1199                          SUPERSEDED SURVEY CONTROL
 GB1199
 GB1199  NGVD 29 (??/??/92)  336.916  (m)         1105.37   (f) ADJ UNCH    1 2
 GB1199
 GB1199.Superseded values are not recommended for survey control.
 GB1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1199.See file dsdata.txt to determine how the superseded data were derived.
 GB1199
 GB1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF217862(NAD 83)
 GB1199_MARKER: DB = BENCH MARK DISK
 GB1199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1199_SP_SET: TUNNEL
 GB1199_STAMPING: L 61 1935
 GB1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1199
 GB1199  HISTORY     - Date     Condition        Report By
 GB1199  HISTORY     - 1935     MONUMENTED       CGS
 GB1199  HISTORY     - 1968     GOOD             NGS
 GB1199
 GB1199                          STATION DESCRIPTION
 GB1199
 GB1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB1199'4.8 MI N FROM PARKERS LAKE.
 GB1199'ABOUT 1.75 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB1199'MISSIONARY BAPTIST CHURCH AT PARKERS LANE, THENCE 1.0 MILE
 GB1199'NORTH ALONG THE SOUTHERN RAILWAY, THENCE 2.05 MILES NORTHWEST
 GB1199'ALONG AN ABANDONED RAILROAD GRADE, AT THE NORTHWEST ENTRANCE TO
 GB1199'ABANDONED TUNNEL NUMBER 9, SET VERTICALLY IN THE NORTHWEST FACE
 GB1199'OF THE STONE ENTRANCE TO THE TUNNEL, 7 1/2 FEET NORTHEAST OF THE
 GB1199'CENTERLINE OF THE RAILROAD GRADE, AND ABOUT 5 FEET ABOVE THE
 GB1199'LEVEL OF THE GROUND.  NOTE-- THIS MARK WAS NOT LEVELED TO BY
 GB1199'THIS PARTY IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2022 ***********************************************************************
 GB2022  DESIGNATION -  L 62
 GB2022  PID         -  GB2022
 GB2022  STATE/COUNTY-  KY/BARREN
 GB2022  USGS QUAD   -  GLASGOW SOUTH (1979)
 GB2022
 GB2022                         *CURRENT SURVEY CONTROL
 GB2022  ___________________________________________________________________
 GB2022* NAD 83(1986)-  36 59 02.     (N)    085 53 42.     (W)     SCALED    
 GB2022* NAVD 88     -       231.057  (meters)     758.06   (feet)  ADJUSTED  
 GB2022  ___________________________________________________________________
 GB2022  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GB2022  DYNAMIC HT  -         230.872 (meters)     757.45  (feet)  COMP
 GB2022  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 GB2022
 GB2022  VERT ORDER  -  SECOND    CLASS 0
 GB2022
 GB2022.The horizontal coordinates were scaled from a topographic map and have
 GB2022.an estimated accuracy of +/- 6 seconds.
 GB2022
 GB2022.The orthometric height was determined by differential leveling
 GB2022.and adjusted by the National Geodetic Survey in June 1991..
 GB2022
 GB2022.The geoid height was determined by GEOID03.
 GB2022
 GB2022.The dynamic height is computed by dividing the NAVD 88
 GB2022.geopotential number by the normal gravity value computed on the
 GB2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2022.degrees latitude (g = 980.6199 gals.).
 GB2022
 GB2022.The modeled gravity was interpolated from observed gravity values.
 GB2022
 GB2022;                    North         East    Units  Estimated Accuracy
 GB2022;SPC KY1Z     - 1,072,210.    1,487,090.      MT  (+/- 180 meters Scaled)
 GB2022
 GB2022                          SUPERSEDED SURVEY CONTROL
 GB2022
 GB2022  NGVD 29 (??/??/92)  231.195  (m)          758.51   (f) ADJ UNCH    2 0
 GB2022
 GB2022.Superseded values are not recommended for survey control.
 GB2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2022.See file dsdata.txt to determine how the superseded data were derived.
 GB2022
 GB2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF983936(NAD 83)
 GB2022_MARKER: DB = BENCH MARK DISK
 GB2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2022_STAMPING: L 62 1935
 GB2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2022+STABILITY: SURFACE MOTION
 GB2022
 GB2022  HISTORY     - Date     Condition        Report By
 GB2022  HISTORY     - 1935     MONUMENTED       CGS
 GB2022  HISTORY     - 1958     MARK NOT FOUND   NGS
 GB2022
 GB2022                          STATION DESCRIPTION
 GB2022
 GB2022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB2022'1.3 MI SE FROM GLASGOW.
 GB2022'1.3 MILES EAST ALONG STATE HIGHWAY 90 FROM THE COURTHOUSE AT
 GB2022'GLASGOW, BARREN COUNTY, ABOUT 200 YARDS NORTHEAST OF A LARGE
 GB2022'SIGN ADVERTISING THE SPOTSWOOD HOTEL, 46 FEET NORTH OF THE
 GB2022'CENTERLINE OF THE HIGHWAY, 35 FEET EAST OF A PRIVATE LANE LEADING
 GB2022'TO A HOUSE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  NOTE-- THIS
 GB2022'AREA IS BEING BUILT UP, THE REFERENCES WERE NOT FOUND, THE HOTEL
 GB2022'SIGN WAS FOUND BUT LOCAL INFORMATION IS THAT THIS SIGN HAS BEEN
 GB2022'MOVED BUT HOW FAR COULD NOT BE LEARNED.  THE MARK MAY STILL BE
 GB2022'IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0005 ***********************************************************************
 GC0005  DESIGNATION -  L 63
 GC0005  PID         -  GC0005
 GC0005  STATE/COUNTY-  KY/ALLEN
 GC0005  USGS QUAD   -  AUSTIN (1994)
 GC0005
 GC0005                         *CURRENT SURVEY CONTROL
 GC0005  ___________________________________________________________________
 GC0005* NAD 83(1986)-  36 50 30.     (N)    086 05 02.     (W)     SCALED    
 GC0005* NAVD 88     -       167.339  (meters)     549.01   (feet)  ADJUSTED  
 GC0005  ___________________________________________________________________
 GC0005  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GC0005  DYNAMIC HT  -         167.206 (meters)     548.58  (feet)  COMP
 GC0005  MODELED GRAV-     979,834.2   (mgal)                       NAVD 88
 GC0005
 GC0005  VERT ORDER  -  SECOND    CLASS 0
 GC0005
 GC0005.The horizontal coordinates were scaled from a topographic map and have
 GC0005.an estimated accuracy of +/- 6 seconds.
 GC0005
 GC0005.The orthometric height was determined by differential leveling
 GC0005.and adjusted by the National Geodetic Survey in June 1991..
 GC0005
 GC0005.The geoid height was determined by GEOID03.
 GC0005
 GC0005.The dynamic height is computed by dividing the NAVD 88
 GC0005.geopotential number by the normal gravity value computed on the
 GC0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0005.degrees latitude (g = 980.6199 gals.).
 GC0005
 GC0005.The modeled gravity was interpolated from observed gravity values.
 GC0005
 GC0005;                    North         East    Units  Estimated Accuracy
 GC0005;SPC KY1Z     - 1,056,470.    1,470,220.      MT  (+/- 180 meters Scaled)
 GC0005
 GC0005                          SUPERSEDED SURVEY CONTROL
 GC0005
 GC0005  NGVD 29 (??/??/92)  167.468  (m)          549.43   (f) ADJ UNCH    2 0
 GC0005
 GC0005.Superseded values are not recommended for survey control.
 GC0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0005.See file dsdata.txt to determine how the superseded data were derived.
 GC0005
 GC0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF816777(NAD 83)
 GC0005_MARKER: DB = BENCH MARK DISK
 GC0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0005_STAMPING: L 63 1935
 GC0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0005+STABILITY: SURFACE MOTION
 GC0005
 GC0005  HISTORY     - Date     Condition        Report By
 GC0005  HISTORY     - 1935     MONUMENTED       CGS
 GC0005
 GC0005                          STATION DESCRIPTION
 GC0005
 GC0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0005'4.8 MI S FROM LUCAS.
 GC0005'IN ALLEN COUNTY, 4.8 MILES SOUTH ALONG U.S. HIGHWAY 31 E FROM THE
 GC0005'POST OFFICE AT LUCAS, BARREN COUNTY, 33 YARDS NORTH OF A 4- BY 4-FOOT
 GC0005'CONCRETE-BOX CULVERT, AT A DIRT-ROAD CROSSING, 52 FEET NORTH OF
 GC0005'THE CENTERLINE OF THE ROAD, 28 FEET EAST OF THE CENTERLINE OF THE
 GC0005'HIGHWAY, 40.6 FEET SOUTH OF A 3-FOOT OAK TREE, AND LEVEL WITH THE
 GC0005'HIGHWAY.  A STANDARD DISK, STAMPED L 63 1935 AND SET IN THE TOP OF
 GC0005'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1345 ***********************************************************************
 GZ1345  DESIGNATION -  L 64
 GZ1345  PID         -  GZ1345
 GZ1345  STATE/COUNTY-  KY/WASHINGTON
 GZ1345  USGS QUAD   -  SPRINGFIELD (1979)
 GZ1345
 GZ1345                         *CURRENT SURVEY CONTROL
 GZ1345  ___________________________________________________________________
 GZ1345* NAD 83(1986)-  37 41 05.     (N)    085 13 21.     (W)     SCALED    
 GZ1345* NAVD 88     -       231.845  (meters)     760.64   (feet)  ADJUSTED  
 GZ1345  ___________________________________________________________________
 GZ1345  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 GZ1345  DYNAMIC HT  -         231.664 (meters)     760.05  (feet)  COMP
 GZ1345  MODELED GRAV-     979,845.5   (mgal)                       NAVD 88
 GZ1345
 GZ1345  VERT ORDER  -  SECOND    CLASS 0
 GZ1345
 GZ1345.The horizontal coordinates were scaled from a topographic map and have
 GZ1345.an estimated accuracy of +/- 6 seconds.
 GZ1345
 GZ1345.The orthometric height was determined by differential leveling
 GZ1345.and adjusted by the National Geodetic Survey in June 1991..
 GZ1345
 GZ1345.The geoid height was determined by GEOID03.
 GZ1345
 GZ1345.The dynamic height is computed by dividing the NAVD 88
 GZ1345.geopotential number by the normal gravity value computed on the
 GZ1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1345.degrees latitude (g = 980.6199 gals.).
 GZ1345
 GZ1345.The modeled gravity was interpolated from observed gravity values.
 GZ1345
 GZ1345;                    North         East    Units  Estimated Accuracy
 GZ1345;SPC KY1Z     - 1,150,110.    1,546,530.      MT  (+/- 180 meters Scaled)
 GZ1345
 GZ1345                          SUPERSEDED SURVEY CONTROL
 GZ1345
 GZ1345  NGVD 29 (??/??/92)  231.987  (m)          761.11   (f) ADJ UNCH    2 0
 GZ1345
 GZ1345.Superseded values are not recommended for survey control.
 GZ1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1345.See file dsdata.txt to determine how the superseded data were derived.
 GZ1345
 GZ1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG567723(NAD 83)
 GZ1345_MARKER: DB = BENCH MARK DISK
 GZ1345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1345_SP_SET: BUILDING
 GZ1345_STAMPING: L 64 1935
 GZ1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1345
 GZ1345  HISTORY     - Date     Condition        Report By
 GZ1345  HISTORY     - 1935     MONUMENTED       CGS
 GZ1345  HISTORY     - 1950     GOOD             NGS
 GZ1345
 GZ1345                          STATION DESCRIPTION
 GZ1345
 GZ1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1345'AT SPRINGFIELD.
 GZ1345'AT SPRINGFIELD, WASHINGTON COUNTY, AT THE SPRINGFIELD SUN
 GZ1345'BUILDING, IN THE SOUTH BRICK WALL, 8.5 INCHES EAST OF THE
 GZ1345'SOUTHWEST CORNER, AND ABOUT 4 1/2 FEET ABOVE GROUND.  A STANDARD
 GZ1345'DISK, STAMPED L 64 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0142 ***********************************************************************
 HB0142  DESIGNATION -  L 64 X RESET 1949
 HB0142  PID         -  HB0142
 HB0142  STATE/COUNTY-  KY/CRITTENDEN
 HB0142  USGS QUAD   -  FREDONIA (1954)
 HB0142
 HB0142                         *CURRENT SURVEY CONTROL
 HB0142  ___________________________________________________________________
 HB0142* NAD 83(1986)-  37 11 45.     (N)    088 05 13.     (W)     SCALED    
 HB0142* NAVD 88     -       112.385  (meters)     368.72   (feet)  ADJUSTED  
 HB0142  ___________________________________________________________________
 HB0142  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HB0142  DYNAMIC HT  -         112.300 (meters)     368.44  (feet)  COMP
 HB0142  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 HB0142
 HB0142  VERT ORDER  -  FIRST     CLASS II
 HB0142
 HB0142.The horizontal coordinates were scaled from a topographic map and have
 HB0142.an estimated accuracy of +/- 6 seconds.
 HB0142
 HB0142.The orthometric height was determined by differential leveling
 HB0142.and adjusted by the National Geodetic Survey in June 1991..
 HB0142
 HB0142.The geoid height was determined by GEOID03.
 HB0142
 HB0142.The dynamic height is computed by dividing the NAVD 88
 HB0142.geopotential number by the normal gravity value computed on the
 HB0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0142.degrees latitude (g = 980.6199 gals.).
 HB0142
 HB0142.The modeled gravity was interpolated from observed gravity values.
 HB0142
 HB0142;                    North         East    Units  Estimated Accuracy
 HB0142;SPC KY1Z     - 1,098,320.    1,292,550.      MT  (+/- 180 meters Scaled)
 HB0142
 HB0142                          SUPERSEDED SURVEY CONTROL
 HB0142
 HB0142  NGVD 29 (??/??/??)  112.465  (m)          368.98   (f) ADJUSTED    1 2
 HB0142
 HB0142.Superseded values are not recommended for survey control.
 HB0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0142.See file dsdata.txt to determine how the superseded data were derived.
 HB0142
 HB0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG035171(NAD 83)
 HB0142_MARKER: DB = BENCH MARK DISK
 HB0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0142_SP_SET: FOUNDATION
 HB0142_STAMPING: L 64 X 1935 RESET 1949
 HB0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0142
 HB0142  HISTORY     - Date     Condition        Report By
 HB0142  HISTORY     - 1949     MONUMENTED       CGS
 HB0142
 HB0142                          STATION DESCRIPTION
 HB0142
 HB0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0142'1.8 MI NW FROM FREDONIA.
 HB0142'1.75 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0142'STATION AT FREDONIA, ABOUT 2.5 MILES SOUTHEAST OF THE STATION
 HB0142'AT MEXICO, ABOUT 0.2 MILE NORTHWEST OF THE NORTHWEST END OF
 HB0142'TRESTLE NO. JE 84-8, ABOUT 130 YARDS NORTHWEST OF A CURVE WITH
 HB0142'TANGENTS NORTHWEST AND EAST-SOUTHEAST, 15 FEET NORTHEAST
 HB0142'OF THE NORTHEAST RAIL, 15.1 FEET NORTH OF USGS CHISELED SQUARE
 HB0142'12A, SET IN THE TOP OF THE NORTHWEST STONE FOUNDATION OF AN
 HB0142'ABANDONED RAILROAD WATER TANK, AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2044 ***********************************************************************
 GY2044  DESIGNATION -  L 65
 GY2044  PID         -  GY2044
 GY2044  STATE/COUNTY-  KY/LESLIE
 GY2044  USGS QUAD   -  HYDEN EAST (1980)
 GY2044
 GY2044                         *CURRENT SURVEY CONTROL
 GY2044  ___________________________________________________________________
 GY2044* NAD 83(1986)-  37 12 47.     (N)    083 17 27.     (W)     SCALED    
 GY2044* NAVD 88     -       344.929  (meters)    1131.65   (feet)  ADJUSTED  
 GY2044  ___________________________________________________________________
 GY2044  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GY2044  DYNAMIC HT  -         344.658 (meters)    1130.77  (feet)  COMP
 GY2044  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 GY2044
 GY2044  VERT ORDER  -  SECOND    CLASS 0
 GY2044
 GY2044.The horizontal coordinates were scaled from a topographic map and have
 GY2044.an estimated accuracy of +/- 6 seconds.
 GY2044
 GY2044.The orthometric height was determined by differential leveling
 GY2044.and adjusted by the National Geodetic Survey in June 1991..
 GY2044
 GY2044.The geoid height was determined by GEOID03.
 GY2044
 GY2044.The dynamic height is computed by dividing the NAVD 88
 GY2044.geopotential number by the normal gravity value computed on the
 GY2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2044.degrees latitude (g = 980.6199 gals.).
 GY2044
 GY2044.The modeled gravity was interpolated from observed gravity values.
 GY2044
 GY2044;                    North         East    Units  Estimated Accuracy
 GY2044;SPC KY1Z     - 1,100,510.    1,718,250.      MT  (+/- 180 meters Scaled)
 GY2044
 GY2044                          SUPERSEDED SURVEY CONTROL
 GY2044
 GY2044  NGVD 29 (??/??/92)  345.095  (m)         1132.20   (f) ADJ UNCH    2 0
 GY2044
 GY2044.Superseded values are not recommended for survey control.
 GY2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2044.See file dsdata.txt to determine how the superseded data were derived.
 GY2044
 GY2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB967209(NAD 83)
 GY2044_MARKER: DB = BENCH MARK DISK
 GY2044_SETTING: 66 = SET IN ROCK OUTCROP
 GY2044_SP_SET: BOULDER
 GY2044_STAMPING: L 65 1935 1132.199
 GY2044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2044+STABILITY: POSITION/ELEVATION WELL
 GY2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2044+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1996
 GY2044
 GY2044  HISTORY     - Date     Condition        Report By
 GY2044  HISTORY     - 1935     MONUMENTED       CGS
 GY2044  HISTORY     - 1957     GOOD             NGS
 GY2044  HISTORY     - 19960610 GOOD             KYDT
 GY2044  HISTORY     - 19960626 GOOD             KYDT
 GY2044
 GY2044                          STATION DESCRIPTION
 GY2044
 GY2044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2044'3.2 MI NE FROM WOOTON.
 GY2044'3.2 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GY2044'AT WOOTON, 0.25 MILE WEST OF THE TOP OF A GRADE, 60 YARDS SOUTHEAST
 GY2044'OF A WHITE HOUSE, 25 YARDS NORTH OF NORTHEAST END OF NORTHWEST
 GY2044'HEAD WALL OF 18-INCH PIPE CULVERT, AT POINT WHERE POWER LINE CROSSES
 GY2044'HIGH ABOVE HIGHWAY, 46.2 FEET NORTHWEST OF THE CENTER LINE OF THE
 GY2044'HIGHWAY, IN THE MOUTH OF A LARGE HOLLOW TO THE NORTH NORTHWEST,
 GY2044'SET IN THE TOP OF A LARGE BOULDER, 3 FEET SOUTH OF THE HIGHEST
 GY2044'POINT OF BOULDER AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 GY2044
 GY2044                          STATION RECOVERY (1996)
 GY2044
 GY2044'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2044'MARK IS 28.1 FEET NORTHWEST OF POWER POLE, WITH TRANSFORMER, 318-339
 GY2044'AND LEVEL WITH ROAD.
 GY2044
 GY2044                          STATION RECOVERY (1996)
 GY2044
 GY2044'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2044'28.1 FEET NORTHWEST OF POWER POLE, WITH TRANSFORMER, NUMBER 318-339,
 GY2044'MARK IS DIRECTLY UNDER OVERHEAD TELEPHONE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1002 ***********************************************************************
 GC1002  DESIGNATION -  L 66
 GC1002  PID         -  GC1002
 GC1002  STATE/COUNTY-  KY/WARREN
 GC1002  USGS QUAD   -  WOODBURN (1979)
 GC1002
 GC1002                         *CURRENT SURVEY CONTROL
 GC1002  ___________________________________________________________________
 GC1002* NAD 83(1986)-  36 52 17.     (N)    086 31 00.     (W)     SCALED    
 GC1002* NAVD 88     -       183.848  (meters)     603.17   (feet)  ADJUSTED  
 GC1002  ___________________________________________________________________
 GC1002  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GC1002  DYNAMIC HT  -         183.702 (meters)     602.70  (feet)  COMP
 GC1002  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 GC1002
 GC1002  VERT ORDER  -  SECOND    CLASS 0
 GC1002
 GC1002.The horizontal coordinates were scaled from a topographic map and have
 GC1002.an estimated accuracy of +/- 6 seconds.
 GC1002
 GC1002.The orthometric height was determined by differential leveling
 GC1002.and adjusted by the National Geodetic Survey in June 1991..
 GC1002
 GC1002.The geoid height was determined by GEOID03.
 GC1002
 GC1002.The dynamic height is computed by dividing the NAVD 88
 GC1002.geopotential number by the normal gravity value computed on the
 GC1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1002.degrees latitude (g = 980.6199 gals.).
 GC1002
 GC1002.The modeled gravity was interpolated from observed gravity values.
 GC1002
 GC1002;                    North         East    Units  Estimated Accuracy
 GC1002;SPC KY1Z     - 1,060,000.    1,431,640.      MT  (+/- 180 meters Scaled)
 GC1002
 GC1002                          SUPERSEDED SURVEY CONTROL
 GC1002
 GC1002  NGVD 29 (??/??/92)  183.973  (m)          603.58   (f) ADJ UNCH    2 0
 GC1002
 GC1002.Superseded values are not recommended for survey control.
 GC1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1002.See file dsdata.txt to determine how the superseded data were derived.
 GC1002
 GC1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF430807(NAD 83)
 GC1002_MARKER: DB = BENCH MARK DISK
 GC1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1002_STAMPING: L 66 1935
 GC1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1002+STABILITY: SURFACE MOTION
 GC1002
 GC1002  HISTORY     - Date     Condition        Report By
 GC1002  HISTORY     - 1935     MONUMENTED       CGS
 GC1002  HISTORY     - 20030709 MARK NOT FOUND   KYDT
 GC1002
 GC1002                          STATION DESCRIPTION
 GC1002
 GC1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC1002'2.1 MI N FROM WOODBURN.
 GC1002'2.1 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1002'FROM THE STATION AT WOODBURN, WARREN COUNTY, 75 YARDS SOUTH
 GC1002'OF A DIRT-ROAD CROSSING, 27 YARDS NORTHWEST OF A CONCRETE
 GC1002'BATTERY BOX, 28 FEET WEST OF THE WEST RAIL, 2 FEET EAST OF A
 GC1002'FENCE, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 GC1002'STANDARD DISK, STAMPED L 66 1935 AND SET IN THE TOP OF A
 GC1002'CONCRETE POST.
 GC1002
 GC1002                          STATION RECOVERY (2003)
 GC1002
 GC1002'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC1002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1177 ***********************************************************************
 GZ1177  DESIGNATION -  L 67
 GZ1177  PID         -  GZ1177
 GZ1177  STATE/COUNTY-  KY/BOYLE
 GZ1177  USGS QUAD   -  PARKSVILLE (1952)
 GZ1177
 GZ1177                         *CURRENT SURVEY CONTROL
 GZ1177  ___________________________________________________________________
 GZ1177* NAD 83(1986)-  37 36 15.     (N)    084 58 54.     (W)     SCALED    
 GZ1177* NAVD 88     -       316.090  (meters)    1037.04   (feet)  ADJUSTED  
 GZ1177  ___________________________________________________________________
 GZ1177  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GZ1177  DYNAMIC HT  -         315.842 (meters)    1036.22  (feet)  COMP
 GZ1177  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 GZ1177
 GZ1177  VERT ORDER  -  SECOND    CLASS 0
 GZ1177
 GZ1177.The horizontal coordinates were scaled from a topographic map and have
 GZ1177.an estimated accuracy of +/- 6 seconds.
 GZ1177
 GZ1177.The orthometric height was determined by differential leveling
 GZ1177.and adjusted by the National Geodetic Survey in June 1991..
 GZ1177
 GZ1177.The geoid height was determined by GEOID03.
 GZ1177
 GZ1177.The dynamic height is computed by dividing the NAVD 88
 GZ1177.geopotential number by the normal gravity value computed on the
 GZ1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1177.degrees latitude (g = 980.6199 gals.).
 GZ1177
 GZ1177.The modeled gravity was interpolated from observed gravity values.
 GZ1177
 GZ1177;                    North         East    Units  Estimated Accuracy
 GZ1177;SPC KY1Z     - 1,141,320.    1,567,840.      MT  (+/- 180 meters Scaled)
 GZ1177
 GZ1177                          SUPERSEDED SURVEY CONTROL
 GZ1177
 GZ1177  NGVD 29 (??/??/92)  316.226  (m)         1037.48   (f) ADJ UNCH    2 0
 GZ1177
 GZ1177.Superseded values are not recommended for survey control.
 GZ1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1177.See file dsdata.txt to determine how the superseded data were derived.
 GZ1177
 GZ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG781638(NAD 83)
 GZ1177_MARKER: DB = BENCH MARK DISK
 GZ1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1177_STAMPING: L 67 1935
 GZ1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1177+STABILITY: SURFACE MOTION
 GZ1177
 GZ1177  HISTORY     - Date     Condition        Report By
 GZ1177  HISTORY     - 1935     MONUMENTED       CGS
 GZ1177  HISTORY     - 1981     GOOD             KYDT
 GZ1177
 GZ1177                          STATION DESCRIPTION
 GZ1177
 GZ1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ1177'AT BRUMFIELD.
 GZ1177'AT BRUMFIELD, BOYLE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GZ1177'RAILROAD, 54 YARDS EAST OF THE CROSSING OF THE MITCHELLSBURG ROAD,
 GZ1177'39 YARDS WEST OF MILEPOST L 84, 12.4 FEET NORTH OF THE NORTH RAIL,
 GZ1177'4.1 FEET SOUTH OF POLE EL/S, AND ABOUT 1 FOOT LOWER THAN THE TOP
 GZ1177'OF THE RAIL.  A STANDARD DISK, STAMPED L 67 1935 AND SET IN THE
 GZ1177'TOP OF A CONCRETE POST.
 GZ1177
 GZ1177                          STATION RECOVERY (1981)
 GZ1177
 GZ1177'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1164 ***********************************************************************
 GZ1164  DESIGNATION -  L 68
 GZ1164  PID         -  GZ1164
 GZ1164  STATE/COUNTY-  KY/MERCER
 GZ1164  USGS QUAD   -  HARRODSBURG (1987)
 GZ1164
 GZ1164                         *CURRENT SURVEY CONTROL
 GZ1164  ___________________________________________________________________
 GZ1164* NAD 83(1986)-  37 51 55.     (N)    084 52 21.     (W)     SCALED    
 GZ1164* NAVD 88     -       243.206  (meters)     797.92   (feet)  ADJUSTED  
 GZ1164  ___________________________________________________________________
 GZ1164  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 GZ1164  DYNAMIC HT  -         243.023 (meters)     797.32  (feet)  COMP
 GZ1164  MODELED GRAV-     979,870.2   (mgal)                       NAVD 88
 GZ1164
 GZ1164  VERT ORDER  -  SECOND    CLASS 0
 GZ1164
 GZ1164.The horizontal coordinates were scaled from a topographic map and have
 GZ1164.an estimated accuracy of +/- 6 seconds.
 GZ1164
 GZ1164.The orthometric height was determined by differential leveling
 GZ1164.and adjusted by the National Geodetic Survey in June 1991..
 GZ1164
 GZ1164.The geoid height was determined by GEOID03.
 GZ1164
 GZ1164.The dynamic height is computed by dividing the NAVD 88
 GZ1164.geopotential number by the normal gravity value computed on the
 GZ1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1164.degrees latitude (g = 980.6199 gals.).
 GZ1164
 GZ1164.The modeled gravity was interpolated from observed gravity values.
 GZ1164
 GZ1164;                    North         East    Units  Estimated Accuracy
 GZ1164;SPC KY1Z     - 1,170,380.    1,577,210.      MT  (+/- 180 meters Scaled)
 GZ1164
 GZ1164                          SUPERSEDED SURVEY CONTROL
 GZ1164
 GZ1164  NGVD 29 (??/??/92)  243.356  (m)          798.41   (f) ADJ UNCH    2 0
 GZ1164
 GZ1164.Superseded values are not recommended for survey control.
 GZ1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1164.See file dsdata.txt to determine how the superseded data were derived.
 GZ1164
 GZ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG871930(NAD 83)
 GZ1164_MARKER: DB = BENCH MARK DISK
 GZ1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1164_STAMPING: L 68 1935
 GZ1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1164+STABILITY: SURFACE MOTION
 GZ1164
 GZ1164  HISTORY     - Date     Condition        Report By
 GZ1164  HISTORY     - 1935     MONUMENTED       CGS
 GZ1164  HISTORY     - 1950     POOR             USGS
 GZ1164
 GZ1164                          STATION DESCRIPTION
 GZ1164
 GZ1164'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GZ1164'2.1 MI SE FROM VANARSDELL.
 GZ1164'2.1 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE CROSSING
 GZ1164'AT VANARSDELL, MERCER COUNTY, 1.0 MILE NORTH ALONG RAILROAD FROM
 GZ1164'TALMAGE, 50 FEET NORTH OF AN EAST-WEST ROAD, 26 FEET EAST OF THE
 GZ1164'EAST RAIL OF THE MAIN TRACK, 12 FEET EAST OF THE EAST RAIL OF SIDE
 GZ1164'TRACK, 31 FEET NORTH AND 3 FEET WEST OF FENCE CORNER, IN A
 GZ1164'CONCRETE POST.  A STANDARD DISK STAMPED L 68 1935.  NOTE-- POST
 GZ1164'SEEMS TO HAVE BEEN MOVED FOR CONSTRUCTION OF SIDE TRACK.  USE WITH
 GZ1164'CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0825 ***********************************************************************
 HA0825  DESIGNATION -  L 69
 HA0825  PID         -  HA0825
 HA0825  STATE/COUNTY-  KY/CHRISTIAN
 HA0825  USGS QUAD   -  CROFTON (1969)
 HA0825
 HA0825                         *CURRENT SURVEY CONTROL
 HA0825  ___________________________________________________________________
 HA0825* NAD 83(1986)-  37 01 52.     (N)    087 28 51.     (W)     SCALED    
 HA0825* NAVD 88     -       185.725  (meters)     609.33   (feet)  ADJUSTED  
 HA0825  ___________________________________________________________________
 HA0825  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HA0825  DYNAMIC HT  -         185.582 (meters)     608.86  (feet)  COMP
 HA0825  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 HA0825
 HA0825  VERT ORDER  -  SECOND    CLASS 0
 HA0825
 HA0825.The horizontal coordinates were scaled from a topographic map and have
 HA0825.an estimated accuracy of +/- 6 seconds.
 HA0825
 HA0825.The orthometric height was determined by differential leveling
 HA0825.and adjusted by the National Geodetic Survey in June 1991..
 HA0825
 HA0825.The geoid height was determined by GEOID03.
 HA0825
 HA0825.The dynamic height is computed by dividing the NAVD 88
 HA0825.geopotential number by the normal gravity value computed on the
 HA0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0825.degrees latitude (g = 980.6199 gals.).
 HA0825
 HA0825.The modeled gravity was interpolated from observed gravity values.
 HA0825
 HA0825;                    North         East    Units  Estimated Accuracy
 HA0825;SPC KY1Z     - 1,078,870.    1,346,010.      MT  (+/- 180 meters Scaled)
 HA0825
 HA0825                          SUPERSEDED SURVEY CONTROL
 HA0825
 HA0825  NGVD 29 (??/??/92)  185.791  (m)          609.55   (f) ADJ UNCH    2 0
 HA0825
 HA0825.Superseded values are not recommended for survey control.
 HA0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0825.See file dsdata.txt to determine how the superseded data were derived.
 HA0825
 HA0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF572984(NAD 83)
 HA0825_MARKER: DB = BENCH MARK DISK
 HA0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0825_STAMPING: L 69 1935
 HA0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0825+STABILITY: SURFACE MOTION
 HA0825
 HA0825  HISTORY     - Date     Condition        Report By
 HA0825  HISTORY     - 1935     MONUMENTED       CGS
 HA0825  HISTORY     - 1951     GOOD             USGS
 HA0825
 HA0825                          STATION DESCRIPTION
 HA0825
 HA0825'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 HA0825'1.1 MI S FROM CROFTON.
 HA0825'1.1 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HA0825'THE STATION AT CROFTON, CHRISTIAN COUNTY, 225 YARDS NORTH OF
 HA0825'MILEPOST 252, 22 YARDS NORTH OF A POLE, 78.7 FEET NORTHWEST OF THE
 HA0825'CENTER OF A GRAVEL-ROAD CROSSING, 51.6 FEET WEST OF THE WEST
 HA0825'RAIL, 7.3 FEET SOUTHEAST OF THE SOUTHWEST FENCE CORNER, AND ABOUT
 HA0825'3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 69 1935
 HA0825'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1054 ***********************************************************************
 JZ1054  DESIGNATION -  L 7
 JZ1054  PID         -  JZ1054
 JZ1054  STATE/COUNTY-  KY/BOONE
 JZ1054  USGS QUAD   -  BURLINGTON (1991)
 JZ1054
 JZ1054                         *CURRENT SURVEY CONTROL
 JZ1054  ___________________________________________________________________
 JZ1054* NAD 83(1986)-  39 04 15.     (N)    084 43 49.     (W)     SCALED    
 JZ1054* NAVD 88     -       243.092  (meters)     797.54   (feet)  ADJUSTED  
 JZ1054  ___________________________________________________________________
 JZ1054  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1054  DYNAMIC HT  -         242.941 (meters)     797.05  (feet)  COMP
 JZ1054  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 JZ1054
 JZ1054  VERT ORDER  -  SECOND    CLASS 0
 JZ1054
 JZ1054.The horizontal coordinates were scaled from a topographic map and have
 JZ1054.an estimated accuracy of +/- 6 seconds.
 JZ1054
 JZ1054.The orthometric height was determined by differential leveling
 JZ1054.and adjusted by the National Geodetic Survey in June 1991..
 JZ1054
 JZ1054.The geoid height was determined by GEOID03.
 JZ1054
 JZ1054.The dynamic height is computed by dividing the NAVD 88
 JZ1054.geopotential number by the normal gravity value computed on the
 JZ1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1054.degrees latitude (g = 980.6199 gals.).
 JZ1054
 JZ1054.The modeled gravity was interpolated from observed gravity values.
 JZ1054
 JZ1054;                    North         East    Units  Estimated Accuracy
 JZ1054;SPC KY1Z     - 1,304,320.    1,588,260.      MT  (+/- 180 meters Scaled)
 JZ1054
 JZ1054                          SUPERSEDED SURVEY CONTROL
 JZ1054
 JZ1054  NGVD 29 (??/??/92)  243.296  (m)          798.21   (f) ADJ UNCH    2 0
 JZ1054
 JZ1054.Superseded values are not recommended for survey control.
 JZ1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1054.See file dsdata.txt to determine how the superseded data were derived.
 JZ1054
 JZ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ963270(NAD 83)
 JZ1054_MARKER: Q = CHISELED SQUARE
 JZ1054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1054_SP_SET: STEP
 JZ1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1054
 JZ1054  HISTORY     - Date     Condition        Report By
 JZ1054  HISTORY     - UNK      MONUMENTED       KYHD
 JZ1054  HISTORY     - 1964     GOOD             PAS
 JZ1054
 JZ1054                          STATION DESCRIPTION
 JZ1054
 JZ1054'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1054'0.5 MI E FROM BULLITTSVILLE.
 JZ1054'1.75 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JZ1054'HEBRON, ABOUT 0.5 MILE EAST OF BULLITTSVILLE, 23 FEET WEST OF
 JZ1054'TELEPHONE POLE C-50 AND 15 FEET NORTH OF THE CENTER OF HIGHWAY.
 JZ1054'A 2 INCH CHISELED SQUARE ON THE SOUTHEAST CORNER OF FIRST STEP TO
 JZ1054'CONCRETE WALK LEADING TO MR. SPRAGUES RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1177 ***********************************************************************
 GC1177  DESIGNATION -  L 70
 GC1177  PID         -  GC1177
 GC1177  STATE/COUNTY-  KY/LOGAN
 GC1177  USGS QUAD   -  OLMSTEAD (1985)
 GC1177
 GC1177                         *CURRENT SURVEY CONTROL
 GC1177  ___________________________________________________________________
 GC1177* NAD 83(1986)-  36 49 15.     (N)    087 00 07.     (W)     SCALED    
 GC1177* NAVD 88     -       184.458  (meters)     605.18   (feet)  ADJUSTED  
 GC1177  ___________________________________________________________________
 GC1177  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GC1177  DYNAMIC HT  -         184.313 (meters)     604.70  (feet)  COMP
 GC1177  MODELED GRAV-     979,837.0   (mgal)                       NAVD 88
 GC1177
 GC1177  VERT ORDER  -  FIRST     CLASS I
 GC1177
 GC1177.The horizontal coordinates were scaled from a topographic map and have
 GC1177.an estimated accuracy of +/- 6 seconds.
 GC1177
 GC1177.The orthometric height was determined by differential leveling
 GC1177.and adjusted by the National Geodetic Survey in June 1991..
 GC1177
 GC1177.The geoid height was determined by GEOID03.
 GC1177
 GC1177.The dynamic height is computed by dividing the NAVD 88
 GC1177.geopotential number by the normal gravity value computed on the
 GC1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1177.degrees latitude (g = 980.6199 gals.).
 GC1177
 GC1177.The modeled gravity was interpolated from observed gravity values.
 GC1177
 GC1177;                    North         East    Units  Estimated Accuracy
 GC1177;SPC KY1Z     - 1,054,860.    1,388,300.      MT  (+/- 180 meters Scaled)
 GC1177
 GC1177                          SUPERSEDED SURVEY CONTROL
 GC1177
 GC1177  NGVD 29 (??/??/92)  184.550  (m)          605.48   (f) ADJ UNCH    1 1
 GC1177
 GC1177.Superseded values are not recommended for survey control.
 GC1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1177.See file dsdata.txt to determine how the superseded data were derived.
 GC1177
 GC1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF998749(NAD 83)
 GC1177_MARKER: DB = BENCH MARK DISK
 GC1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1177_STAMPING: L 70 1935
 GC1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1177+STABILITY: SURFACE MOTION
 GC1177
 GC1177  HISTORY     - Date     Condition        Report By
 GC1177  HISTORY     - 1935     MONUMENTED       CGS
 GC1177  HISTORY     - 1968     GOOD             NGS
 GC1177  HISTORY     - 19950913 POOR             KYDT
 GC1177
 GC1177                          STATION DESCRIPTION
 GC1177
 GC1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1177'6.3 MI W FROM RUSSELLVILLE.
 GC1177'ABOUT 6.3 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY
 GC1177'80 FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT
 GC1177'RUSSELLVILLE, 0.5 MILE EAST OF A HIGHWAY BRIDGE OVER WHIPPOORWILL
 GC1177'CREEK, 34 YARDS WEST OF TELEPHONE POLE NUMBER 125, 105 FEET
 GC1177'WEST OF THE SOUTHWEST CORNER OF A BARN, 36 FEET NORTH OF THE
 GC1177'CENTERLINE OF THE HIGHWAY, 70 FEET EAST OF THE EXTENDED
 GC1177'CENTERLINE OF A DRIVEWAY, 1/2 FOOT SOUTH OF A FENCE, 1.0 FOOT
 GC1177'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 GC1177'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 GC1177'THE SURFACE OF THE GROUND.
 GC1177
 GC1177                          STATION RECOVERY (1995)
 GC1177
 GC1177'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC1177'MARK APPEARS TO HAVE BEEN HIT BY MOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0776 ***********************************************************************
 HA0776  DESIGNATION -  L 71
 HA0776  PID         -  HA0776
 HA0776  STATE/COUNTY-  KY/MUHLENBERG
 HA0776  USGS QUAD   -  DRAKESBORO (1982)
 HA0776
 HA0776                         *CURRENT SURVEY CONTROL
 HA0776  ___________________________________________________________________
 HA0776* NAD 83(1986)-  37 14 42.     (N)    087 04 54.     (W)     SCALED    
 HA0776* NAVD 88     -       128.025  (meters)     420.03   (feet)  ADJUSTED  
 HA0776  ___________________________________________________________________
 HA0776  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HA0776  DYNAMIC HT  -         127.928 (meters)     419.71  (feet)  COMP
 HA0776  MODELED GRAV-     979,871.9   (mgal)                       NAVD 88
 HA0776
 HA0776  VERT ORDER  -  SECOND    CLASS 0
 HA0776
 HA0776.The horizontal coordinates were scaled from a topographic map and have
 HA0776.an estimated accuracy of +/- 6 seconds.
 HA0776
 HA0776.The orthometric height was determined by differential leveling
 HA0776.and adjusted by the National Geodetic Survey in June 1991..
 HA0776
 HA0776.The geoid height was determined by GEOID03.
 HA0776
 HA0776.The dynamic height is computed by dividing the NAVD 88
 HA0776.geopotential number by the normal gravity value computed on the
 HA0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0776.degrees latitude (g = 980.6199 gals.).
 HA0776
 HA0776.The modeled gravity was interpolated from observed gravity values.
 HA0776
 HA0776;                    North         East    Units  Estimated Accuracy
 HA0776;SPC KY1Z     - 1,102,020.    1,381,860.      MT  (+/- 180 meters Scaled)
 HA0776
 HA0776                          SUPERSEDED SURVEY CONTROL
 HA0776
 HA0776  NGVD 29 (??/??/92)  128.139  (m)          420.40   (f) ADJ UNCH    2 0
 HA0776
 HA0776.Superseded values are not recommended for survey control.
 HA0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0776.See file dsdata.txt to determine how the superseded data were derived.
 HA0776
 HA0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG927220(NAD 83)
 HA0776_MARKER: DB = BENCH MARK DISK
 HA0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0776_STAMPING: L 71 1935
 HA0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0776+STABILITY: SURFACE MOTION
 HA0776
 HA0776  HISTORY     - Date     Condition        Report By
 HA0776  HISTORY     - 1935     MONUMENTED       CGS
 HA0776  HISTORY     - 1943     GOOD             NGS
 HA0776
 HA0776                          STATION DESCRIPTION
 HA0776
 HA0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0776'AT BEVIER.
 HA0776'AT BEVIER, MUHLENBERG COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0776'RAILROAD, 96.4 FEET NORTHWEST OF THE NORTH CORNER OF THE STATION,
 HA0776'79 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, 3.5 FEET
 HA0776'SOUTHEAST OF THE WEST CORNER OF THE CRESCENT COAL CO. OFFICE
 HA0776'BUILDING, 1.4 FEET SOUTHWEST OF THE SOUTHWEST WALL, 1.7 FEET
 HA0776'SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER
 HA0776'THAN THE TRACK, A STANDARD DISK, STAMPED L 71 1935 AND SET IN
 HA0776'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1117 ***********************************************************************
 HA1117  DESIGNATION -  L 72
 HA1117  PID         -  HA1117
 HA1117  STATE/COUNTY-  KY/DAVIESS
 HA1117  USGS QUAD   -  SUTHERLAND (1983)
 HA1117
 HA1117                         *CURRENT SURVEY CONTROL
 HA1117  ___________________________________________________________________
 HA1117* NAD 83(1986)-  37 39 00.     (N)    087 07 11.     (W)     SCALED    
 HA1117* NAVD 88     -       119.084  (meters)     390.69   (feet)  ADJUSTED  
 HA1117  ___________________________________________________________________
 HA1117  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HA1117  DYNAMIC HT  -         119.001 (meters)     390.42  (feet)  COMP
 HA1117  MODELED GRAV-     979,928.4   (mgal)                       NAVD 88
 HA1117
 HA1117  VERT ORDER  -  SECOND    CLASS 0
 HA1117
 HA1117.The horizontal coordinates were scaled from a topographic map and have
 HA1117.an estimated accuracy of +/- 6 seconds.
 HA1117
 HA1117.The orthometric height was determined by differential leveling
 HA1117.and adjusted by the National Geodetic Survey in June 1991..
 HA1117
 HA1117.The geoid height was determined by GEOID03.
 HA1117
 HA1117.The dynamic height is computed by dividing the NAVD 88
 HA1117.geopotential number by the normal gravity value computed on the
 HA1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1117.degrees latitude (g = 980.6199 gals.).
 HA1117
 HA1117.The modeled gravity was interpolated from observed gravity values.
 HA1117
 HA1117;                    North         East    Units  Estimated Accuracy
 HA1117;SPC KY1Z     - 1,147,010.    1,379,140.      MT  (+/- 180 meters Scaled)
 HA1117
 HA1117                          SUPERSEDED SURVEY CONTROL
 HA1117
 HA1117  NGVD 29 (??/??/92)  119.191  (m)          391.05   (f) ADJ UNCH    2 0
 HA1117
 HA1117.Superseded values are not recommended for survey control.
 HA1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1117.See file dsdata.txt to determine how the superseded data were derived.
 HA1117
 HA1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG894669(NAD 83)
 HA1117_MARKER: DB = BENCH MARK DISK
 HA1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1117_STAMPING: L 72 1935
 HA1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1117+STABILITY: SURFACE MOTION
 HA1117
 HA1117  HISTORY     - Date     Condition        Report By
 HA1117  HISTORY     - 1935     MONUMENTED       CGS
 HA1117
 HA1117                          STATION DESCRIPTION
 HA1117
 HA1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA1117'3.3 MI NW FROM UTICA.
 HA1117'3.3 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RIALROAD
 HA1117'FROM THE STATION AT UTICA, DAVIESS COUNTY, 0.4 MILE SOUTH OF MILEPOST
 HA1117'207, 0.8 MILE NORTHWEST OF THE CROSSING OF STATE HIGHWAY 75, AT A
 HA1117'GRAVEL-ROAD CROSSING, 74.5 FEET SOUTH OF THE CENTERLINE OF THE
 HA1117'GRAVEL ROAD, 23 FEET WEST OF THE WEST RAIL, 44.4 FEET SOUTHWEST
 HA1117'OF A TELEPHONE POLE, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 HA1117'STANDARD DISK, STAMPED L 72 1935 AND SET IN THE TOP OF A CONCRETE
 HA1117'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0318 ***********************************************************************
 HA0318  DESIGNATION -  L 73
 HA0318  PID         -  HA0318
 HA0318  STATE/COUNTY-  KY/BUTLER
 HA0318  USGS QUAD   -  MORGANTOWN (1973)
 HA0318
 HA0318                         *CURRENT SURVEY CONTROL
 HA0318  ___________________________________________________________________
 HA0318* NAD 83(1986)-  37 13 58.     (N)    086 42 10.     (W)     SCALED    
 HA0318* NAVD 88     -       138.339  (meters)     453.87   (feet)  ADJUSTED  
 HA0318  ___________________________________________________________________
 HA0318  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HA0318  DYNAMIC HT  -         138.233 (meters)     453.52  (feet)  COMP
 HA0318  MODELED GRAV-     979,861.3   (mgal)                       NAVD 88
 HA0318
 HA0318  VERT ORDER  -  SECOND    CLASS 0
 HA0318
 HA0318.The horizontal coordinates were scaled from a topographic map and have
 HA0318.an estimated accuracy of +/- 6 seconds.
 HA0318
 HA0318.The orthometric height was determined by differential leveling
 HA0318.and adjusted by the National Geodetic Survey in June 1991..
 HA0318
 HA0318.The geoid height was determined by GEOID03.
 HA0318
 HA0318.The dynamic height is computed by dividing the NAVD 88
 HA0318.geopotential number by the normal gravity value computed on the
 HA0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0318.degrees latitude (g = 980.6199 gals.).
 HA0318
 HA0318.The modeled gravity was interpolated from observed gravity values.
 HA0318
 HA0318;                    North         East    Units  Estimated Accuracy
 HA0318;SPC KY1Z     - 1,100,260.    1,415,460.      MT  (+/- 180 meters Scaled)
 HA0318
 HA0318                          SUPERSEDED SURVEY CONTROL
 HA0318
 HA0318  NGVD 29 (??/??/92)  138.453  (m)          454.24   (f) ADJ UNCH    2 0
 HA0318
 HA0318.Superseded values are not recommended for survey control.
 HA0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0318.See file dsdata.txt to determine how the superseded data were derived.
 HA0318
 HA0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG263207(NAD 83)
 HA0318_MARKER: DB = BENCH MARK DISK
 HA0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0318_SP_SET: CULVERT
 HA0318_STAMPING: L 73 1935
 HA0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0318
 HA0318  HISTORY     - Date     Condition        Report By
 HA0318  HISTORY     - 1935     MONUMENTED       CGS
 HA0318  HISTORY     - 1940     GOOD             NGS
 HA0318
 HA0318                          STATION DESCRIPTION
 HA0318
 HA0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HA0318'1.2 MI NW FROM MORGANTOWN.
 HA0318'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 231 FROM THE COUNTY COURTHOUSE
 HA0318'AT MORGANTOWN, BUTLER COUNTY, AT THE BOTTOM OF A LARGE VALLEY, AT
 HA0318'A ROAD JUNCTION, 65 FEET EAST OF THE CENTERLINE OF THE ROAD, AT A
 HA0318'CONCRETE CULVERT, IN THE TOP OF THE NORTH HEADWALL, 1.1 FEET EAST
 HA0318'OF THE WEST END OF THE HEADWALL, 12.6 FEET NORTH OF THE CENTERLINE
 HA0318'OF THE HIGHWAY, 1.6 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 HA0318'ABOUT 6 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 HA0318'L 73 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0205 ***********************************************************************
 HA0205  DESIGNATION -  L 75
 HA0205  PID         -  HA0205
 HA0205  STATE/COUNTY-  KY/EDMONSON
 HA0205  USGS QUAD   -  BEE SPRING (1979)
 HA0205
 HA0205                         *CURRENT SURVEY CONTROL
 HA0205  ___________________________________________________________________
 HA0205* NAD 83(1993)-  37 15 05.76041(N)    086 16 37.83854(W)     ADJUSTED  
 HA0205* NAVD 88     -       236.162  (meters)     774.81   (feet)  ADJUSTED  
 HA0205  ___________________________________________________________________
 HA0205  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 HA0205  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HA0205  DYNAMIC HT  -         235.983 (meters)     774.22  (feet)  COMP
 HA0205  MODELED GRAV-     979,868.2   (mgal)                       NAVD 88
 HA0205
 HA0205  HORZ ORDER  -  SECOND
 HA0205  VERT ORDER  -  SECOND    CLASS 0
 HA0205
 HA0205.The horizontal coordinates were established by classical geodetic methods
 HA0205.and adjusted by the National Geodetic Survey in December 1995..
 HA0205
 HA0205.The orthometric height was determined by differential leveling
 HA0205.and adjusted by the National Geodetic Survey in June 1991..
 HA0205
 HA0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0205
 HA0205.The geoid height was determined by GEOID03.
 HA0205
 HA0205.The dynamic height is computed by dividing the NAVD 88
 HA0205.geopotential number by the normal gravity value computed on the
 HA0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0205.degrees latitude (g = 980.6199 gals.).
 HA0205
 HA0205.The modeled gravity was interpolated from observed gravity values.
 HA0205
 HA0205;                    North         East     Units Scale Factor Converg.
 HA0205;SPC KY1Z     - 1,102,045.074 1,453,232.059   MT  0.99996399   -0 19 25.2
 HA0205;SPC KY1Z     - 3,615,626.21  4,767,812.18   sFT  0.99996399   -0 19 25.2
 HA0205;SPC KY S     -   602,034.041   453,232.874   MT  0.99994643   -0 19 11.0
 HA0205;SPC KY S     - 1,975,173.35  1,486,981.52   sFT  0.99994643   -0 19 11.0
 HA0205;UTM  16      - 4,123,028.545   564,101.845   MT  0.99965062   +0 26 15.2
 HA0205
 HA0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0205!SPC KY1Z     -   0.99996781  x   0.99996399  =   0.99993180
 HA0205!SPC KY S     -   0.99996781  x   0.99994643  =   0.99991424
 HA0205!UTM  16      -   0.99996781  x   0.99965062  =   0.99961844
 HA0205
 HA0205                          SUPERSEDED SURVEY CONTROL
 HA0205
 HA0205  NAD 83(1986)-  37 15 05.76892(N)    086 16 37.84514(W) AD(       ) 2
 HA0205  NAD 27      -  37 15 05.59500(N)    086 16 37.94300(W) AD(       ) 2
 HA0205  NGVD 29 (??/??/92)  236.279  (m)          775.19   (f) ADJ UNCH    2 0
 HA0205
 HA0205.Superseded values are not recommended for survey control.
 HA0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0205.See file dsdata.txt to determine how the superseded data were derived.
 HA0205
 HA0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6410223029(NAD 83)
 HA0205_MARKER: DB = BENCH MARK DISK
 HA0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0205_STAMPING: L 75 1935
 HA0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0205+STABILITY: SURFACE MOTION
 HA0205
 HA0205  HISTORY     - Date     Condition        Report By
 HA0205  HISTORY     - 1935     MONUMENTED       CGS
 HA0205  HISTORY     - 1952     GOOD             NGS
 HA0205
 HA0205                          STATION DESCRIPTION
 HA0205
 HA0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HA0205'0.2 MI SW FROM SWEEDEN.
 HA0205'0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 65 FROM THE PUBLIC SCHOOL
 HA0205'AT SWEEDEN, EDMONSON COUNTY, 39 YARDS NORTH OF THE CENTERLINE
 HA0205'OF THE OLD KYROCK ROAD, 69.2 FEET NORTHEAST OF THE NORTHEAST
 HA0205'CORNER OF THE OVAL WOOD STORE, 25.5 FEET EAST OF THE CENTERLINE
 HA0205'OF THE HIGHWAY, 7.6 FEET NORTHEAST OF A TELEPHONE POLE, 2.1
 HA0205'FEET WEST OF THE FENCE, 1.8 FEET SOUTH OF A WHITE WOODEN WITNESS
 HA0205'POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 HA0205'L 75 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0205'0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0092 ***********************************************************************
 HA0092  DESIGNATION -  L 76
 HA0092  PID         -  HA0092
 HA0092  STATE/COUNTY-  KY/GRAYSON
 HA0092  USGS QUAD   -  MADRID (1993)
 HA0092
 HA0092                         *CURRENT SURVEY CONTROL
 HA0092  ___________________________________________________________________
 HA0092* NAD 83(1986)-  37 35 30.     (N)    086 19 45.     (W)     SCALED    
 HA0092* NAVD 88     -       156.584  (meters)     513.73   (feet)  ADJUSTED  
 HA0092  ___________________________________________________________________
 HA0092  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 HA0092  DYNAMIC HT  -         156.471 (meters)     513.36  (feet)  COMP
 HA0092  MODELED GRAV-     979,902.9   (mgal)                       NAVD 88
 HA0092
 HA0092  VERT ORDER  -  SECOND    CLASS 0
 HA0092
 HA0092.The horizontal coordinates were scaled from a topographic map and have
 HA0092.an estimated accuracy of +/- 6 seconds.
 HA0092
 HA0092.The orthometric height was determined by differential leveling
 HA0092.and adjusted by the National Geodetic Survey in June 1991..
 HA0092
 HA0092.The geoid height was determined by GEOID03.
 HA0092
 HA0092.The dynamic height is computed by dividing the NAVD 88
 HA0092.geopotential number by the normal gravity value computed on the
 HA0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0092.degrees latitude (g = 980.6199 gals.).
 HA0092
 HA0092.The modeled gravity was interpolated from observed gravity values.
 HA0092
 HA0092;                    North         East    Units  Estimated Accuracy
 HA0092;SPC KY1Z     - 1,139,810.    1,448,850.      MT  (+/- 180 meters Scaled)
 HA0092
 HA0092                          SUPERSEDED SURVEY CONTROL
 HA0092
 HA0092  NGVD 29 (??/??/92)  156.720  (m)          514.17   (f) ADJ UNCH    2 0
 HA0092
 HA0092.Superseded values are not recommended for survey control.
 HA0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0092.See file dsdata.txt to determine how the superseded data were derived.
 HA0092
 HA0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG592607(NAD 83)
 HA0092_MARKER: DB = BENCH MARK DISK
 HA0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0092_SP_SET: BRIDGE
 HA0092_STAMPING: L 76 1935
 HA0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0092
 HA0092  HISTORY     - Date     Condition        Report By
 HA0092  HISTORY     - 1935     MONUMENTED       CGS
 HA0092
 HA0092                          STATION DESCRIPTION
 HA0092
 HA0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0092'8.9 MI N FROM LEITCHFIELD.
 HA0092'8.9 MILES NORTH ALONG STATE HIGHWAY 65 FROM LEITCHFIELD, GRAYSON
 HA0092'COUNTY, AT AN IRON BRIDGE OVER ROUGH RIVER, IN THE TOP OF THE
 HA0092'EAST END OF THE CENTER CONCRETE BRIDGE PIER, 12.5 FEET EAST
 HA0092'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 7-1/2 FEET LOWER
 HA0092'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED L 76 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0228 ***********************************************************************
 HA0228  DESIGNATION -  L 78
 HA0228  PID         -  HA0228
 HA0228  STATE/COUNTY-  KY/GRAYSON
 HA0228  USGS QUAD   -  CANEYVILLE (1967)
 HA0228
 HA0228                         *CURRENT SURVEY CONTROL
 HA0228  ___________________________________________________________________
 HA0228* NAD 83(1986)-  37 25 43.     (N)    086 29 03.     (W)     SCALED    
 HA0228* NAVD 88     -       143.053  (meters)     469.33   (feet)  ADJUSTED  
 HA0228  ___________________________________________________________________
 HA0228  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HA0228  DYNAMIC HT  -         142.946 (meters)     468.98  (feet)  COMP
 HA0228  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 HA0228
 HA0228  VERT ORDER  -  SECOND    CLASS 0
 HA0228
 HA0228.The horizontal coordinates were scaled from a topographic map and have
 HA0228.an estimated accuracy of +/- 6 seconds.
 HA0228
 HA0228.The orthometric height was determined by differential leveling
 HA0228.and adjusted by the National Geodetic Survey in June 1991..
 HA0228
 HA0228.The geoid height was determined by GEOID03.
 HA0228
 HA0228.The dynamic height is computed by dividing the NAVD 88
 HA0228.geopotential number by the normal gravity value computed on the
 HA0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0228.degrees latitude (g = 980.6199 gals.).
 HA0228
 HA0228.The modeled gravity was interpolated from observed gravity values.
 HA0228
 HA0228;                    North         East    Units  Estimated Accuracy
 HA0228;SPC KY1Z     - 1,121,810.    1,435,020.      MT  (+/- 180 meters Scaled)
 HA0228
 HA0228                          SUPERSEDED SURVEY CONTROL
 HA0228
 HA0228  NGVD 29 (??/??/92)  143.176  (m)          469.74   (f) ADJ UNCH    2 0
 HA0228
 HA0228.Superseded values are not recommended for survey control.
 HA0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0228.See file dsdata.txt to determine how the superseded data were derived.
 HA0228
 HA0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG456425(NAD 83)
 HA0228_MARKER: DB = BENCH MARK DISK
 HA0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0228_STAMPING: L 78 1935
 HA0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0228+STABILITY: SURFACE MOTION
 HA0228
 HA0228  HISTORY     - Date     Condition        Report By
 HA0228  HISTORY     - 1935     MONUMENTED       CGS
 HA0228
 HA0228                          STATION DESCRIPTION
 HA0228
 HA0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0228'AT CANEYVILLE.
 HA0228'AT CANEYVILLE, GRAYSON COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 HA0228'AT THE FIRST RAILROAD BRIDGE EAST OF THE STATION, IN THE TOP OF
 HA0228'THE EAST END OF THE SOUTH WING WALL OF THE EAST ABUTMENT, 72 FEET
 HA0228'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FOREMANS HOUSE, 41 FEET
 HA0228'SOUTH OF TELEPHONE POLE 3698, 3.7 FEET SOUTH OF THE SOUTH RAIL,
 HA0228'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HA0228'L 78 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0748 ***********************************************************************
 HA0748  DESIGNATION -  L 79
 HA0748  PID         -  HA0748
 HA0748  STATE/COUNTY-  KY/OHIO
 HA0748  USGS QUAD   -  EQUALITY (1983)
 HA0748
 HA0748                         *CURRENT SURVEY CONTROL
 HA0748  ___________________________________________________________________
 HA0748* NAD 83(1986)-  37 24 44.     (N)    087 01 00.     (W)     SCALED    
 HA0748* NAVD 88     -       141.814  (meters)     465.27   (feet)  ADJUSTED  
 HA0748  ___________________________________________________________________
 HA0748  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HA0748  DYNAMIC HT  -         141.710 (meters)     464.93  (feet)  COMP
 HA0748  MODELED GRAV-     979,892.3   (mgal)                       NAVD 88
 HA0748
 HA0748  VERT ORDER  -  SECOND    CLASS 0
 HA0748
 HA0748.The horizontal coordinates were scaled from a topographic map and have
 HA0748.an estimated accuracy of +/- 6 seconds.
 HA0748
 HA0748.The orthometric height was determined by differential leveling
 HA0748.and adjusted by the National Geodetic Survey in June 1991..
 HA0748
 HA0748.The geoid height was determined by GEOID03.
 HA0748
 HA0748.The dynamic height is computed by dividing the NAVD 88
 HA0748.geopotential number by the normal gravity value computed on the
 HA0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0748.degrees latitude (g = 980.6199 gals.).
 HA0748
 HA0748.The modeled gravity was interpolated from observed gravity values.
 HA0748
 HA0748;                    North         East    Units  Estimated Accuracy
 HA0748;SPC KY1Z     - 1,120,500.    1,387,870.      MT  (+/- 180 meters Scaled)
 HA0748
 HA0748                          SUPERSEDED SURVEY CONTROL
 HA0748
 HA0748  NGVD 29 (??/??/92)  141.910  (m)          465.58   (f) ADJ UNCH    2 0
 HA0748
 HA0748.Superseded values are not recommended for survey control.
 HA0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0748.See file dsdata.txt to determine how the superseded data were derived.
 HA0748
 HA0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG985406(NAD 83)
 HA0748_MARKER: DB = BENCH MARK DISK
 HA0748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0748_SP_SET: BRIDGE
 HA0748_STAMPING: L 79 1935
 HA0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0748
 HA0748  HISTORY     - Date     Condition        Report By
 HA0748  HISTORY     - 1935     MONUMENTED       CGS
 HA0748  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 HA0748  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 HA0748
 HA0748                          STATION DESCRIPTION
 HA0748
 HA0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0748'1.5 MI SW FROM CENTERTOWN.
 HA0748'1.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0748'FROM THE STATION AT CENTERTOWN, OHIO COUNTY, 0.4 MILE WEST OF
 HA0748'MILEPOST 111, 0.3 MILE EAST OF A SWITCH LEADING TO THE TAYLOR
 HA0748'MINE, AT THE CORNER OF A HIGHWAY BRIDGE, IN THE SOUTH FACE OF
 HA0748'THE CONCRETE BASE OF THE NORTHWEST PILLAR, 8 INCHES BELOW THE
 HA0748'TOP OF THE BASE, AND ABOUT 1 FOOT BELOW THE TOP OF THE RAIL.  A
 HA0748'STANDARD DISK, STAMPED L 79 1935 AND SET VERTICALLY.
 HA0748
 HA0748                          STATION RECOVERY (1982)
 HA0748
 HA0748'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 HA0748'SEARCHED APPROXIMATELY 1/2 HOUR WITH FIELD PARTY OF 3 AND FOUND ONLY
 HA0748'THE DETERIATING REMAINS OF OLD CONCRETE BRIDGE PILLARS.
 HA0748
 HA0748                          STATION RECOVERY (1982)
 HA0748
 HA0748'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 HA0748'SEARCHED APPROXIMATELY 1/2 HOUR WITH FIELD PARTY OF 3 AND FOUND ONLY
 HA0748'THE DETERIATING REMAINS OF OLD CONCRETE BRIDGE PILLARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1062 ***********************************************************************
 JZ1062  DESIGNATION -  L 8
 JZ1062  PID         -  JZ1062
 JZ1062  STATE/COUNTY-  KY/BOONE
 JZ1062  USGS QUAD   -  BURLINGTON (1991)
 JZ1062
 JZ1062                         *CURRENT SURVEY CONTROL
 JZ1062  ___________________________________________________________________
 JZ1062* NAD 83(1986)-  39 04 43.     (N)    084 44 35.     (W)     SCALED    
 JZ1062* NAVD 88     -       252.337  (meters)     827.88   (feet)  ADJUSTED  
 JZ1062  ___________________________________________________________________
 JZ1062  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1062  DYNAMIC HT  -         252.181 (meters)     827.36  (feet)  COMP
 JZ1062  MODELED GRAV-     980,003.2   (mgal)                       NAVD 88
 JZ1062
 JZ1062  VERT ORDER  -  SECOND    CLASS 0
 JZ1062
 JZ1062.The horizontal coordinates were scaled from a topographic map and have
 JZ1062.an estimated accuracy of +/- 6 seconds.
 JZ1062
 JZ1062.The orthometric height was determined by differential leveling
 JZ1062.and adjusted by the National Geodetic Survey in June 1991..
 JZ1062
 JZ1062.The geoid height was determined by GEOID03.
 JZ1062
 JZ1062.The dynamic height is computed by dividing the NAVD 88
 JZ1062.geopotential number by the normal gravity value computed on the
 JZ1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1062.degrees latitude (g = 980.6199 gals.).
 JZ1062
 JZ1062.The modeled gravity was interpolated from observed gravity values.
 JZ1062
 JZ1062;                    North         East    Units  Estimated Accuracy
 JZ1062;SPC KY1Z     - 1,305,170.    1,587,140.      MT  (+/- 180 meters Scaled)
 JZ1062
 JZ1062                          SUPERSEDED SURVEY CONTROL
 JZ1062
 JZ1062  NGVD 29 (??/??/92)  252.543  (m)          828.55   (f) ADJ UNCH    2 0
 JZ1062
 JZ1062.Superseded values are not recommended for survey control.
 JZ1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1062.See file dsdata.txt to determine how the superseded data were derived.
 JZ1062
 JZ1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ952279(NAD 83)
 JZ1062_MARKER: B = BOLT
 JZ1062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1062_SP_SET: MAPLE TREE ROOT
 JZ1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1062
 JZ1062  HISTORY     - Date     Condition        Report By
 JZ1062  HISTORY     - UNK      MONUMENTED       KYHD
 JZ1062  HISTORY     - 1964     GOOD             PAS
 JZ1062
 JZ1062                          STATION DESCRIPTION
 JZ1062
 JZ1062'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1062'0.4 MI NW FROM BULLITTSVILLE.
 JZ1062'2.65 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JZ1062'HEBRON, ABOUT 0.4 MILE WEST OF BULLITTSVILLE, IN FRONT YARD
 JZ1062'AT MR. JOHN SUTTONS RESIDENCE, 57 FEET WEST OF POWER POLE 7BN 62E
 JZ1062'AND 54 FEET NORTH OF THE CENTER OF HIGHWAY.  A 1/2 INCH LAG
 JZ1062'BOLT AND WASHER DRIVEN IN THE NORTHEAST ROOT OF A 30 INCH
 JZ1062'MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0355 ***********************************************************************
 HA0355  DESIGNATION -  L 80
 HA0355  PID         -  HA0355
 HA0355  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0355  USGS QUAD   -  GLEN DEAN (1993)
 HA0355
 HA0355                         *CURRENT SURVEY CONTROL
 HA0355  ___________________________________________________________________
 HA0355* NAD 83(1986)-  37 42 26.     (N)    086 31 04.     (W)     SCALED    
 HA0355* NAVD 88     -       207.281  (meters)     680.05   (feet)  POSTED    
 HA0355  ___________________________________________________________________
 HA0355  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HA0355  DYNAMIC HT  -         207.130 (meters)     679.56  (feet)  COMP
 HA0355  MODELED GRAV-     979,904.1   (mgal)                       NAVD 88
 HA0355
 HA0355  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HA0355
 HA0355.The horizontal coordinates were scaled from a topographic map and have
 HA0355.an estimated accuracy of +/- 6 seconds.
 HA0355
 HA0355.The orthometric height was determined by differential leveling
 HA0355.and adjusted by the National Geodetic Survey in 1992..
 HA0355.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HA0355.rate of 3.1 thru 4.0 mm/km.
 HA0355
 HA0355.The geoid height was determined by GEOID03.
 HA0355
 HA0355.The dynamic height is computed by dividing the NAVD 88
 HA0355.geopotential number by the normal gravity value computed on the
 HA0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0355.degrees latitude (g = 980.6199 gals.).
 HA0355
 HA0355.The modeled gravity was interpolated from observed gravity values.
 HA0355
 HA0355;                    North         East    Units  Estimated Accuracy
 HA0355;SPC KY1Z     - 1,152,760.    1,432,300.      MT  (+/- 180 meters Scaled)
 HA0355
 HA0355                          SUPERSEDED SURVEY CONTROL
 HA0355
 HA0355  NGVD 29 (??/??/92)  207.414  (m)          680.49   (f) ADJ UNCH    2 0
 HA0355
 HA0355.Superseded values are not recommended for survey control.
 HA0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0355.See file dsdata.txt to determine how the superseded data were derived.
 HA0355
 HA0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG425734(NAD 83)
 HA0355_MARKER: DB = BENCH MARK DISK
 HA0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0355_STAMPING: L 80 1935
 HA0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0355+STABILITY: SURFACE MOTION
 HA0355
 HA0355  HISTORY     - Date     Condition        Report By
 HA0355  HISTORY     - 1935     MONUMENTED       CGS
 HA0355
 HA0355                          STATION DESCRIPTION
 HA0355
 HA0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0355'AT MC QUADY.
 HA0355'AT MC QUADY, BRECKINRIDGE COUNTY, ON THE ABANDONED LOUISVILLE
 HA0355'AND NASHVILLE RAILROAD, 21 FEET NORTHEAST OF THE NORTHEAST SIDE
 HA0355'OF THE FORMER STATION, 14 FEET SOUTHEAST OF THE SOUTHEAST SIDE
 HA0355'OF THE OLD FREIGHT STATION, 162 FEET NORTHEAST OF A ROAD
 HA0355'CROSSING, 19.5 FEET SOUTH OF THE ROADBED, AND LEVEL WITH THE
 HA0355'ROADBED.  A STANDARD DISK, STAMPED L 80 1935 AND SET IN THE TOP
 HA0355'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0004 ***********************************************************************
 HA0004  DESIGNATION -  L 81
 HA0004  PID         -  HA0004
 HA0004  STATE/COUNTY-  KY/MEADE
 HA0004  USGS QUAD   -  GUSTON (1991)
 HA0004
 HA0004                         *CURRENT SURVEY CONTROL
 HA0004  ___________________________________________________________________
 HA0004* NAD 83(1986)-  37 58 09.     (N)    086 08 29.     (W)     SCALED    
 HA0004* NAVD 88     -       193.989  (meters)     636.45   (feet)  ADJUSTED  
 HA0004  ___________________________________________________________________
 HA0004  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HA0004  DYNAMIC HT  -         193.851 (meters)     635.99  (feet)  COMP
 HA0004  MODELED GRAV-     979,911.9   (mgal)                       NAVD 88
 HA0004
 HA0004  VERT ORDER  -  FIRST     CLASS II
 HA0004
 HA0004.The horizontal coordinates were scaled from a topographic map and have
 HA0004.an estimated accuracy of +/- 6 seconds.
 HA0004
 HA0004.The orthometric height was determined by differential leveling
 HA0004.and adjusted by the National Geodetic Survey in June 1991..
 HA0004
 HA0004.The geoid height was determined by GEOID03.
 HA0004
 HA0004.The dynamic height is computed by dividing the NAVD 88
 HA0004.geopotential number by the normal gravity value computed on the
 HA0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0004.degrees latitude (g = 980.6199 gals.).
 HA0004
 HA0004.The modeled gravity was interpolated from observed gravity values.
 HA0004
 HA0004;                    North         East    Units  Estimated Accuracy
 HA0004;SPC KY1Z     - 1,181,620.    1,465,610.      MT  (+/- 180 meters Scaled)
 HA0004
 HA0004                          SUPERSEDED SURVEY CONTROL
 HA0004
 HA0004  NGVD 29 (??/??/92)  194.102  (m)          636.82   (f) ADJ UNCH    1 2
 HA0004
 HA0004.Superseded values are not recommended for survey control.
 HA0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0004.See file dsdata.txt to determine how the superseded data were derived.
 HA0004
 HA0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH754027(NAD 83)
 HA0004_MARKER: DB = BENCH MARK DISK
 HA0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0004_STAMPING: L 81 1935
 HA0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0004+STABILITY: SURFACE MOTION
 HA0004
 HA0004  HISTORY     - Date     Condition        Report By
 HA0004  HISTORY     - 1935     MONUMENTED       CGS
 HA0004  HISTORY     - 1961     MARK NOT FOUND   USGS
 HA0004
 HA0004                          STATION DESCRIPTION
 HA0004
 HA0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0004'AT BRANDENBURG.
 HA0004'AT BRANDENBURG STATION, MEADE COUNTY, ON THE LOUISVILLE AND
 HA0004'NASHVILLE RAILROAD, 94 YARDS SOUTHWEST OF THE SOUTHWEST END OF THE
 HA0004'STATION, 42 FEET SOUTH OF MILEPOST 38, AT THE CROSSING OF U.S.
 HA0004'HIGHWAY 60, 69 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 HA0004'12.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDETRACK, AND ABOUT
 HA0004'1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED L 81 1935
 HA0004'AND SET IN THE TOP OF A CONCRETE POST.
 HA0004
 HA0004                          STATION RECOVERY (1961)
 HA0004
 HA0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HA0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0165 ***********************************************************************
 GY0165  DESIGNATION -  L 82
 GY0165  PID         -  GY0165
 GY0165  STATE/COUNTY-  KY/PIKE
 GY0165  USGS QUAD   -  META (1992)
 GY0165
 GY0165                         *CURRENT SURVEY CONTROL
 GY0165  ___________________________________________________________________
 GY0165* NAD 83(1986)-  37 34 15.     (N)    082 26 10.     (W)     SCALED    
 GY0165* NAVD 88     -       226.693  (meters)     743.74   (feet)  ADJUSTED  
 GY0165  ___________________________________________________________________
 GY0165  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GY0165  DYNAMIC HT  -         226.522 (meters)     743.18  (feet)  COMP
 GY0165  MODELED GRAV-     979,870.2   (mgal)                       NAVD 88
 GY0165
 GY0165  VERT ORDER  -  SECOND    CLASS 0
 GY0165
 GY0165.The horizontal coordinates were scaled from a topographic map and have
 GY0165.an estimated accuracy of +/- 6 seconds.
 GY0165
 GY0165.The orthometric height was determined by differential leveling
 GY0165.and adjusted by the National Geodetic Survey in June 1991..
 GY0165
 GY0165.The geoid height was determined by GEOID03.
 GY0165
 GY0165.The dynamic height is computed by dividing the NAVD 88
 GY0165.geopotential number by the normal gravity value computed on the
 GY0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0165.degrees latitude (g = 980.6199 gals.).
 GY0165
 GY0165.The modeled gravity was interpolated from observed gravity values.
 GY0165
 GY0165;                    North         East    Units  Estimated Accuracy
 GY0165;SPC KY1Z     - 1,142,540.    1,792,670.      MT  (+/- 180 meters Scaled)
 GY0165
 GY0165                          SUPERSEDED SURVEY CONTROL
 GY0165
 GY0165  NGVD 29 (??/??/92)  226.900  (m)          744.42   (f) ADJ UNCH    2 0
 GY0165
 GY0165.Superseded values are not recommended for survey control.
 GY0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0165.See file dsdata.txt to determine how the superseded data were derived.
 GY0165
 GY0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB731591(NAD 83)
 GY0165_MARKER: DB = BENCH MARK DISK
 GY0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0165_STAMPING: L 82 1935 744.421
 GY0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0165+STABILITY: SURFACE MOTION
 GY0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0165+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 GY0165
 GY0165  HISTORY     - Date     Condition        Report By
 GY0165  HISTORY     - 1935     MONUMENTED       CGS
 GY0165  HISTORY     - 1956     GOOD             NGS
 GY0165  HISTORY     - 1981     GOOD             NGS
 GY0165  HISTORY     - 20010626 GOOD             KYDT
 GY0165
 GY0165                          STATION DESCRIPTION
 GY0165
 GY0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0165'AT META.
 GY0165'AT META, ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 119 FROM THE
 GY0165'JUNCTION OF STATE HIGHWAY 632, ABOUT 49 YARDS SOUTH OF THE CENTER
 GY0165'LINE OF HIGHWAY AND ACROSS ROAD PARALLELING HIGHWAY, 20 FEET
 GY0165'WEST OF THE WEST CORNER OF THE BENT BRANCH REGULAR BAPTIST
 GY0165'CHURCH, 22 FEET SOUTHWEST OF SOUTHWEST EDGE OF CONCRETE WALK
 GY0165'LEADING TO THE CHURCH, 15 FEET SOUTHEAST OF THE CENTER OF
 GY0165'GRAVEL ROAD, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 GY0165'CONCRETE POST PROJECTING 1 INCH.  NOTE-- THIS MARK IS REACHED
 GY0165'FROM POST OFFICE BY GOING EAST ON GRAVEL ROAD PASSING TO NORTH
 GY0165'OF POST OFFICE FOR ABOUT 0.1 MILE TO CHURCH.
 GY0165
 GY0165                          STATION RECOVERY (1981)
 GY0165
 GY0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GY0165'RECOVERED IN GOOD CONDITION.
 GY0165
 GY0165                          STATION RECOVERY (2001)
 GY0165
 GY0165'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0165'MARK IS 12.3 FEET WEST OF THE WEST CORNER OF CHURCH, 2.2 FEET
 GY0165'SOUTHWEST OF SOUTHWEST EDGE OF HANDICAP RAMP AND ENCASED IN PVC PIPE
 GY0165'FLUSH WITH BLACKTOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0833 ***********************************************************************
 GY0833  DESIGNATION -  L 83
 GY0833  PID         -  GY0833
 GY0833  STATE/COUNTY-  KY/PIKE
 GY0833  USGS QUAD   -  DORTON (1992)
 GY0833
 GY0833                         *CURRENT SURVEY CONTROL
 GY0833  ___________________________________________________________________
 GY0833* NAD 83(1986)-  37 16 40.     (N)    082 34 46.     (W)     SCALED    
 GY0833* NAVD 88     -       310.636  (meters)    1019.14   (feet)  POSTED    
 GY0833  ___________________________________________________________________
 GY0833  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GY0833  DYNAMIC HT  -         310.380 (meters)    1018.30  (feet)  COMP
 GY0833  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 GY0833
 GY0833  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GY0833
 GY0833.The horizontal coordinates were scaled from a topographic map and have
 GY0833.an estimated accuracy of +/- 6 seconds.
 GY0833
 GY0833.The orthometric height was determined by differential leveling
 GY0833.and adjusted by the National Geodetic Survey in 1992..
 GY0833.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GY0833.rate of 2.1 thru 3.0 mm/km.
 GY0833
 GY0833.The geoid height was determined by GEOID03.
 GY0833
 GY0833.The dynamic height is computed by dividing the NAVD 88
 GY0833.geopotential number by the normal gravity value computed on the
 GY0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0833.degrees latitude (g = 980.6199 gals.).
 GY0833
 GY0833.The modeled gravity was interpolated from observed gravity values.
 GY0833
 GY0833;                    North         East    Units  Estimated Accuracy
 GY0833;SPC KY1Z     - 1,109,590.    1,781,120.      MT  (+/- 180 meters Scaled)
 GY0833
 GY0833                          SUPERSEDED SURVEY CONTROL
 GY0833
 GY0833  NGVD 29 (??/??/92)  310.814  (m)         1019.73   (f) ADJ UNCH    2 0
 GY0833
 GY0833.Superseded values are not recommended for survey control.
 GY0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0833.See file dsdata.txt to determine how the superseded data were derived.
 GY0833
 GY0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB599268(NAD 83)
 GY0833_MARKER: DB = BENCH MARK DISK
 GY0833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0833_SP_SET: BUILDING
 GY0833_STAMPING: L 83 1935 1019.729
 GY0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0833
 GY0833  HISTORY     - Date     Condition        Report By
 GY0833  HISTORY     - 1935     MONUMENTED       CGS
 GY0833  HISTORY     - 1956     POOR             NGS
 GY0833
 GY0833                          STATION DESCRIPTION
 GY0833
 GY0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0833'AT DORTON.
 GY0833'AT DORTON, 246 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE CHESAPEAKE
 GY0833'AND OHIO RAILROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 GY0833'CONCRETE FOUNDATION OF THE NORTHEAST ONE OF TWO SCHOOL BUILDINGS,
 GY0833'1.3 FEET NORTHEAST OF THE SOUTH CORNER OF BUILDING AND ABOUT 3
 GY0833'FEET ABOVE LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0832 ***********************************************************************
 HY0832  DESIGNATION -  L 84 X
 HY0832  PID         -  HY0832
 HY0832  STATE/COUNTY-  KY/BOYD
 HY0832  USGS QUAD   -  BURNAUGH (1989)
 HY0832
 HY0832                         *CURRENT SURVEY CONTROL
 HY0832  ___________________________________________________________________
 HY0832* NAD 83(1986)-  38 15 20.     (N)    082 35 03.     (W)     SCALED    
 HY0832* NAVD 88     -       176.258  (meters)     578.27   (feet)  ADJUSTED  
 HY0832  ___________________________________________________________________
 HY0832  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HY0832  DYNAMIC HT  -         176.137 (meters)     577.88  (feet)  COMP
 HY0832  MODELED GRAV-     979,939.1   (mgal)                       NAVD 88
 HY0832
 HY0832  VERT ORDER  -  SECOND    CLASS 0
 HY0832
 HY0832.The horizontal coordinates were scaled from a topographic map and have
 HY0832.an estimated accuracy of +/- 6 seconds.
 HY0832
 HY0832.The orthometric height was determined by differential leveling
 HY0832.and adjusted by the National Geodetic Survey in June 1991..
 HY0832
 HY0832.The geoid height was determined by GEOID03.
 HY0832
 HY0832.The dynamic height is computed by dividing the NAVD 88
 HY0832.geopotential number by the normal gravity value computed on the
 HY0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0832.degrees latitude (g = 980.6199 gals.).
 HY0832
 HY0832.The modeled gravity was interpolated from observed gravity values.
 HY0832
 HY0832;                    North         East    Units  Estimated Accuracy
 HY0832;SPC KY1Z     - 1,218,030.    1,777,020.      MT  (+/- 180 meters Scaled)
 HY0832
 HY0832                          SUPERSEDED SURVEY CONTROL
 HY0832
 HY0832  NGVD 29 (??/??/92)  176.453  (m)          578.91   (f) ADJ UNCH    2 0
 HY0832
 HY0832.Superseded values are not recommended for survey control.
 HY0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0832.See file dsdata.txt to determine how the superseded data were derived.
 HY0832
 HY0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC613353(NAD 83)
 HY0832_MARKER: DB = BENCH MARK DISK
 HY0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0832_STAMPING: L 84 X 1935
 HY0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0832+STABILITY: SURFACE MOTION
 HY0832
 HY0832  HISTORY     - Date     Condition        Report By
 HY0832  HISTORY     - 1935     MONUMENTED       CGS
 HY0832  HISTORY     - 1955     MARK NOT FOUND   NGS
 HY0832
 HY0832                          STATION DESCRIPTION
 HY0832
 HY0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0832'0.6 MI S FROM BURNAUGH.
 HY0832'0.6 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY0832'STATION AT BURNAUGH, BOYD COUNTY, 9 FEET SOUTHWEST OF MILEPOST 11,
 HY0832'32 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE L. KRIEGS
 HY0832'RESIDENCE, 21 YARDS EAST OF THE CENTER LINE OF A GRAVEL ROAD,
 HY0832'9.7 FEET WEST OF THE WEST RAIL, 2.2 FEET EAST OF A FENCE, AND
 HY0832'ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED L
 HY0832'84 X 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK
 HY0832'WAS SEARCHED FOR BUT NOT RECOVERED.  MR. KRIEGS BELIEVES THIS MARK
 HY0832'WAS DESTROYED WHEN EXTENSIVE GRADING AND RAISING OF TRACK WAS DONE,
 HY0832'AS HE HAS NOT SEEN THE MARK SINCE THIS WORK WAS DONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1346 ***********************************************************************
 GY1346  DESIGNATION -  L 86
 GY1346  PID         -  GY1346
 GY1346  STATE/COUNTY-  KY/FLOYD
 GY1346  USGS QUAD   -  LANCER (1992)
 GY1346
 GY1346                         *CURRENT SURVEY CONTROL
 GY1346  ___________________________________________________________________
 GY1346* NAD 83(1986)-  37 38 56.     (N)    082 42 47.     (W)     SCALED    
 GY1346* NAVD 88     -       197.146  (meters)     646.80   (feet)  ADJUSTED  
 GY1346  ___________________________________________________________________
 GY1346  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GY1346  DYNAMIC HT  -         196.997 (meters)     646.31  (feet)  COMP
 GY1346  MODELED GRAV-     979,869.7   (mgal)                       NAVD 88
 GY1346
 GY1346  VERT ORDER  -  SECOND    CLASS 0
 GY1346
 GY1346.The horizontal coordinates were scaled from a topographic map and have
 GY1346.an estimated accuracy of +/- 6 seconds.
 GY1346
 GY1346.The orthometric height was determined by differential leveling
 GY1346.and adjusted by the National Geodetic Survey in June 1991..
 GY1346.WARNING-Repeat measurements at this control monument indicate possible
 GY1346.vertical movement.
 GY1346
 GY1346.The geoid height was determined by GEOID03.
 GY1346
 GY1346.The dynamic height is computed by dividing the NAVD 88
 GY1346.geopotential number by the normal gravity value computed on the
 GY1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1346.degrees latitude (g = 980.6199 gals.).
 GY1346
 GY1346.The modeled gravity was interpolated from observed gravity values.
 GY1346
 GY1346;                    North         East    Units  Estimated Accuracy
 GY1346;SPC KY1Z     - 1,150,360.    1,767,940.      MT  (+/- 180 meters Scaled)
 GY1346
 GY1346                          SUPERSEDED SURVEY CONTROL
 GY1346
 GY1346  NGVD 29 (??/??/92)  197.346  (m)          647.46   (f) ADJ UNCH    2 0
 GY1346
 GY1346.Superseded values are not recommended for survey control.
 GY1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1346.See file dsdata.txt to determine how the superseded data were derived.
 GY1346
 GY1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB488682(NAD 83)
 GY1346_MARKER: DB = BENCH MARK DISK
 GY1346_SETTING: 66 = SET IN ROCK OUTCROP
 GY1346_SP_SET: ROCK CUT
 GY1346_STAMPING: L 86 1935 647-459
 GY1346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1346+STABILITY: POSITION/ELEVATION WELL
 GY1346
 GY1346  HISTORY     - Date     Condition        Report By
 GY1346  HISTORY     - 1935     MONUMENTED       CGS
 GY1346  HISTORY     - 1956     POOR             NGS
 GY1346
 GY1346                          STATION DESCRIPTION
 GY1346
 GY1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1346'4.2 MI N FROM ALLEN.
 GY1346'4.2 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY1346'STATION AT ALLEN, 1.2 MILE NORTHWEST OF FLAG STATION AT EMMA,
 GY1346'17 POLES NORTHWEST OF MILE POST 80, SET VERTICALLY IN THE NORTHEAST
 GY1346'FACE OF ROCK CUT, 25 FEET NORTHWEST OF THE SOUTHEAST END OF
 GY1346'CUT, 17 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT
 GY1346'ABOVE THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0544 ***********************************************************************
 GY0544  DESIGNATION -  L 87
 GY0544  PID         -  GY0544
 GY0544  STATE/COUNTY-  KY/PIKE
 GY0544  USGS QUAD   -  HELLIER (1978)
 GY0544
 GY0544                         *CURRENT SURVEY CONTROL
 GY0544  ___________________________________________________________________
 GY0544* NAD 83(1986)-  37 21 59.     (N)    082 24 50.     (W)     SCALED    
 GY0544* NAVD 88     -       220.618  (meters)     723.81   (feet)  ADJUSTED  
 GY0544  ___________________________________________________________________
 GY0544  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY0544  DYNAMIC HT  -         220.446 (meters)     723.25  (feet)  COMP
 GY0544  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 GY0544
 GY0544  VERT ORDER  -  SECOND    CLASS 0
 GY0544
 GY0544.The horizontal coordinates were scaled from a topographic map and have
 GY0544.an estimated accuracy of +/- 6 seconds.
 GY0544
 GY0544.The orthometric height was determined by differential leveling
 GY0544.and adjusted by the National Geodetic Survey in June 1991..
 GY0544
 GY0544.The geoid height was determined by GEOID03.
 GY0544
 GY0544.The dynamic height is computed by dividing the NAVD 88
 GY0544.geopotential number by the normal gravity value computed on the
 GY0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0544.degrees latitude (g = 980.6199 gals.).
 GY0544
 GY0544.The modeled gravity was interpolated from observed gravity values.
 GY0544
 GY0544;                    North         East    Units  Estimated Accuracy
 GY0544;SPC KY1Z     - 1,119,930.    1,795,440.      MT  (+/- 180 meters Scaled)
 GY0544
 GY0544                          SUPERSEDED SURVEY CONTROL
 GY0544
 GY0544  NGVD 29 (??/??/92)  220.818  (m)          724.47   (f) ADJ UNCH    2 0
 GY0544
 GY0544.Superseded values are not recommended for survey control.
 GY0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0544.See file dsdata.txt to determine how the superseded data were derived.
 GY0544
 GY0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB748364(NAD 83)
 GY0544_MARKER: DB = BENCH MARK DISK
 GY0544_SETTING: 66 = SET IN ROCK OUTCROP
 GY0544_SP_SET: ROCK CUT
 GY0544_STAMPING: L 87 1935 724.467
 GY0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0544+STABILITY: POSITION/ELEVATION WELL
 GY0544
 GY0544  HISTORY     - Date     Condition        Report By
 GY0544  HISTORY     - 1935     MONUMENTED       CGS
 GY0544  HISTORY     - 1956     POOR             NGS
 GY0544  HISTORY     - 20020722 MARK NOT FOUND   KYDT
 GY0544
 GY0544                          STATION DESCRIPTION
 GY0544
 GY0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0544'AT MORROWBONE.
 GY0544'AT MARROWBONE, ALONG THE CHESAPEAKE AND OHIO RAILROAD, 45 FEET
 GY0544'SOUTHWEST OF THE WEST CORNER OF THE STATION, AT THE CROSSING
 GY0544'OF STATE HIGHWAY 195, 54 FEET SOUTHEAST OF THE CENTER LINE OF
 GY0544'THE HIGHWAY, 32 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE
 GY0544'TRACK, SOUTHWEST OF AND IN EXTENDED LINE OF THE SOUTHEAST BANISTER
 GY0544'OF HIGHWAY BRIDGE OVER RUSSELL RIVER, SET VERTICALLY IN THE
 GY0544'NORTHEAST FACE OF ROCK CUT, 4 FEET ABOVE THE GROUND.
 GY0544
 GY0544                          STATION RECOVERY (2002)
 GY0544
 GY0544'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0544'MARK POSSIBLY HERE BUT INACCESSIBLE DUE TO FALLEN TREES AND DEBRIS
 GY0544'PUSHED UP AGAINST ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1042 ***********************************************************************
 GY1042  DESIGNATION -  L 88
 GY1042  PID         -  GY1042
 GY1042  STATE/COUNTY-  KY/KNOTT
 GY1042  USGS QUAD   -  HINDMAN (1992)
 GY1042
 GY1042                         *CURRENT SURVEY CONTROL
 GY1042  ___________________________________________________________________
 GY1042* NAD 83(1986)-  37 21 52.     (N)    082 55 13.     (W)     SCALED    
 GY1042* NAVD 88     -       349.967  (meters)    1148.18   (feet)  ADJUSTED  
 GY1042  ___________________________________________________________________
 GY1042  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GY1042  DYNAMIC HT  -         349.688 (meters)    1147.27  (feet)  COMP
 GY1042  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 GY1042
 GY1042  VERT ORDER  -  SECOND    CLASS 0
 GY1042
 GY1042.The horizontal coordinates were scaled from a topographic map and have
 GY1042.an estimated accuracy of +/- 6 seconds.
 GY1042
 GY1042.The orthometric height was determined by differential leveling
 GY1042.and adjusted by the National Geodetic Survey in June 1991..
 GY1042
 GY1042.The geoid height was determined by GEOID03.
 GY1042
 GY1042.The dynamic height is computed by dividing the NAVD 88
 GY1042.geopotential number by the normal gravity value computed on the
 GY1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1042.degrees latitude (g = 980.6199 gals.).
 GY1042
 GY1042.The modeled gravity was interpolated from observed gravity values.
 GY1042
 GY1042;                    North         East    Units  Estimated Accuracy
 GY1042;SPC KY1Z     - 1,118,240.    1,750,620.      MT  (+/- 180 meters Scaled)
 GY1042
 GY1042                          SUPERSEDED SURVEY CONTROL
 GY1042
 GY1042  NGVD 29 (??/??/92)  350.13   (m)         1148.7    (f) COMPUTED    2 0
 GY1042
 GY1042.Superseded values are not recommended for survey control.
 GY1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1042.See file dsdata.txt to determine how the superseded data were derived.
 GY1042
 GY1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB299370(NAD 83)
 GY1042_MARKER: DB = BENCH MARK DISK
 GY1042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1042_SP_SET: CULVERT
 GY1042_STAMPING: L 88 1935
 GY1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1042
 GY1042  HISTORY     - Date     Condition        Report By
 GY1042  HISTORY     - 1935     MONUMENTED       CGS
 GY1042
 GY1042                          STATION DESCRIPTION
 GY1042
 GY1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY1042'4.6 MI E FROM HINDMAN.
 GY1042'ON STATE HIGHWAY NO. 80.  ON TOP OF WINGWALL ON WEST END OF LARGE
 GY1042'STONE AND CONCRETE CULVERT OVER PATTERSON CREEK.  45 FEET EAST OF
 GY1042'EAST END OF STONE WALL.  21 FEET NORTH OF CENTER OF HIGHWAY.
 GY1042'LEVEL WITH HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1043 ***********************************************************************
 GY1043  DESIGNATION -  L 88 RESET 1956
 GY1043  PID         -  GY1043
 GY1043  STATE/COUNTY-  KY/KNOTT
 GY1043  USGS QUAD   -  HINDMAN (1992)
 GY1043
 GY1043                         *CURRENT SURVEY CONTROL
 GY1043  ___________________________________________________________________
 GY1043* NAD 83(1986)-  37 21 52.     (N)    082 55 13.     (W)     SCALED    
 GY1043* NAVD 88     -       349.97   (+/-2cm)    1148.2    (feet)  VERTCON   
 GY1043  ___________________________________________________________________
 GY1043  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GY1043
 GY1043  VERT ORDER  -  ? (See Below)
 GY1043
 GY1043.The horizontal coordinates were scaled from a topographic map and have
 GY1043.an estimated accuracy of +/- 6 seconds.
 GY1043
 GY1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY1043.The vertical order pertains to the NGVD 29 superseded value.
 GY1043
 GY1043.The geoid height was determined by GEOID03.
 GY1043
 GY1043;                    North         East    Units  Estimated Accuracy
 GY1043;SPC KY1Z     - 1,118,240.    1,750,620.      MT  (+/- 180 meters Scaled)
 GY1043
 GY1043                          SUPERSEDED SURVEY CONTROL
 GY1043
 GY1043  NGVD 29 (??/??/92)  350.123  (m)         1148.70   (f) ADJ UNCH    ?  
 GY1043
 GY1043.Superseded values are not recommended for survey control.
 GY1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1043.See file dsdata.txt to determine how the superseded data were derived.
 GY1043
 GY1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB299370(NAD 83)
 GY1043_MARKER: DB = BENCH MARK DISK
 GY1043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1043_SP_SET: CULVERT
 GY1043_STAMPING: L 88 RESET 1956 1148.695
 GY1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1043+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 GY1043
 GY1043  HISTORY     - Date     Condition        Report By
 GY1043  HISTORY     - 1956     MONUMENTED       CGS
 GY1043  HISTORY     - 1956     GOOD             NGS
 GY1043  HISTORY     - 20060126 GOOD             KYTC
 GY1043
 GY1043                          STATION DESCRIPTION
 GY1043
 GY1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1043'4.6 MI E FROM HINDMAN.
 GY1043'4.6 MILES EAST ALONG STATE HIGHWAY 80 FROM THE COURT HOUSE AT
 GY1043'HINDMAN, AT THE L-SHAPED CULVERT FOR PATTERSON CREEK, 45 FEET
 GY1043'EAST OF THE EAST END OF A STONE RETAINING WALL, SET IN THE TOP
 GY1043'OF THE NORTH-SOUTH PART OF HEAD WALL, 3 FEET SOUTH OF THE NORTH
 GY1043'END, 21 FEET NORTH OF THE CENTER LINE OF HIGHWAY AND ABOUT LEVEL
 GY1043'WITH THE HIGHWAY, SET AT SAME ELEVATION OF L 88.
 GY1043
 GY1043                          STATION RECOVERY (2006)
 GY1043
 GY1043'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1530 ***********************************************************************
 HY1530  DESIGNATION -  L 89
 HY1530  PID         -  HY1530
 HY1530  STATE/COUNTY-  KY/CARTER
 HY1530  USGS QUAD   -  BRUIN (1978)
 HY1530
 HY1530                         *CURRENT SURVEY CONTROL
 HY1530  ___________________________________________________________________
 HY1530* NAD 83(1986)-  38 13 33.     (N)    083 00 22.     (W)     SCALED    
 HY1530* NAVD 88     -       211.826  (meters)     694.97   (feet)  ADJUSTED  
 HY1530  ___________________________________________________________________
 HY1530  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HY1530  DYNAMIC HT  -         211.682 (meters)     694.49  (feet)  COMP
 HY1530  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 HY1530
 HY1530  VERT ORDER  -  SECOND    CLASS 0
 HY1530
 HY1530.The horizontal coordinates were scaled from a topographic map and have
 HY1530.an estimated accuracy of +/- 6 seconds.
 HY1530
 HY1530.The orthometric height was determined by differential leveling
 HY1530.and adjusted by the National Geodetic Survey in June 1991..
 HY1530
 HY1530.The geoid height was determined by GEOID03.
 HY1530
 HY1530.The dynamic height is computed by dividing the NAVD 88
 HY1530.geopotential number by the normal gravity value computed on the
 HY1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1530.degrees latitude (g = 980.6199 gals.).
 HY1530
 HY1530.The modeled gravity was interpolated from observed gravity values.
 HY1530
 HY1530;                    North         East    Units  Estimated Accuracy
 HY1530;SPC KY1Z     - 1,213,570.    1,740,210.      MT  (+/- 180 meters Scaled)
 HY1530
 HY1530                          SUPERSEDED SURVEY CONTROL
 HY1530
 HY1530  NGVD 29 (??/??/92)  212.012  (m)          695.58   (f) ADJ UNCH    2 0
 HY1530
 HY1530.Superseded values are not recommended for survey control.
 HY1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1530.See file dsdata.txt to determine how the superseded data were derived.
 HY1530
 HY1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC244327(NAD 83)
 HY1530_MARKER: DB = BENCH MARK DISK
 HY1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1530+STABILITY: SURFACE MOTION
 HY1530
 HY1530  HISTORY     - Date     Condition        Report By
 HY1530  HISTORY     - UNK      MONUMENTED       CGS
 HY1530  HISTORY     - 1955     GOOD             NGS
 HY1530
 HY1530                          STATION DESCRIPTION
 HY1530
 HY1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1530'3.6 MI NE FROM BRUIN.
 HY1530'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 HY1530'AT BRUIN, 0.1 MILES SOUTHWEST FROM A TWO POLE POWER LINE CROSSING
 HY1530'HIGHWAY, 100 YARDS NORTHEAST OF A POWER POLE WITH TRANSFORMER ON
 HY1530'NORTHWEST SIDE OF HIGHWAY, AND THE RURAL POWER LINE CROSSES
 HY1530'HIGHWAY, 125.0 FEET NORTHEAST OF A TURN TO THE SOUTH ALONG A
 HY1530'VERY DEEP DRAW, 25.7 FEET NORTHWEST OF THE CENTER LINE OF
 HY1530'HIGHWAY AND ABOUT 1 FOOT HIGHER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ1063 ***********************************************************************
 JZ1063  DESIGNATION -  L 9
 JZ1063  PID         -  JZ1063
 JZ1063  STATE/COUNTY-  KY/BOONE
 JZ1063  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ1063
 JZ1063                         *CURRENT SURVEY CONTROL
 JZ1063  ___________________________________________________________________
 JZ1063* NAD 83(1986)-  39 04 44.     (N)    084 45 13.     (W)     SCALED    
 JZ1063* NAVD 88     -       246.568  (meters)     808.95   (feet)  ADJUSTED  
 JZ1063  ___________________________________________________________________
 JZ1063  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1063  DYNAMIC HT  -         246.416 (meters)     808.45  (feet)  COMP
 JZ1063  MODELED GRAV-     980,004.2   (mgal)                       NAVD 88
 JZ1063
 JZ1063  VERT ORDER  -  SECOND    CLASS 0
 JZ1063
 JZ1063.The horizontal coordinates were scaled from a topographic map and have
 JZ1063.an estimated accuracy of +/- 6 seconds.
 JZ1063
 JZ1063.The orthometric height was determined by differential leveling
 JZ1063.and adjusted by the National Geodetic Survey in June 1991..
 JZ1063
 JZ1063.The geoid height was determined by GEOID03.
 JZ1063
 JZ1063.The dynamic height is computed by dividing the NAVD 88
 JZ1063.geopotential number by the normal gravity value computed on the
 JZ1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1063.degrees latitude (g = 980.6199 gals.).
 JZ1063
 JZ1063.The modeled gravity was interpolated from observed gravity values.
 JZ1063
 JZ1063;                    North         East    Units  Estimated Accuracy
 JZ1063;SPC KY1Z     - 1,305,190.    1,586,230.      MT  (+/- 180 meters Scaled)
 JZ1063
 JZ1063                          SUPERSEDED SURVEY CONTROL
 JZ1063
 JZ1063  NGVD 29 (??/??/92)  246.774  (m)          809.62   (f) ADJ UNCH    2 0
 JZ1063
 JZ1063.Superseded values are not recommended for survey control.
 JZ1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1063.See file dsdata.txt to determine how the superseded data were derived.
 JZ1063
 JZ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ943279(NAD 83)
 JZ1063_MARKER: Z = SEE DESCRIPTION
 JZ1063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1063_SP_SET: PORCH
 JZ1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1063
 JZ1063  HISTORY     - Date     Condition        Report By
 JZ1063  HISTORY     - UNK      MONUMENTED       KYHD
 JZ1063  HISTORY     - 1964     GOOD             PAS
 JZ1063
 JZ1063                          STATION DESCRIPTION
 JZ1063
 JZ1063'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1063'1 MI NW FROM BULLITTSVILLE.
 JZ1063'3.25 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JZ1063'HEBRON, AT MR. HERVEY HARRINGTONS RESIDENCE, ABOUT 125 FEET
 JZ1063'SOUTH OF THE CENTER OF HIGHWAY, 15 1/2 FEET NORTHEAST OF THE
 JZ1063'SOUTHEAST CORNER OF HOUSE AND 10 FEET SOUTH OF THE SOUTHEAST
 JZ1063'CORNER OF CONCRETE WELL COVER.  A 2 INCH PAINTED OUTLINE ON THE
 JZ1063'NORTHEAST CORNER OF CONCRETE PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1773 ***********************************************************************
 GY1773  DESIGNATION -  L 90
 GY1773  PID         -  GY1773
 GY1773  STATE/COUNTY-  KY/MORGAN
 GY1773  USGS QUAD   -  WEST LIBERTY (1993)
 GY1773
 GY1773                         *CURRENT SURVEY CONTROL
 GY1773  ___________________________________________________________________
 GY1773* NAD 83(1986)-  37 56 34.     (N)    083 16 58.     (W)     SCALED    
 GY1773* NAVD 88     -       233.968  (meters)     767.61   (feet)  ADJUSTED  
 GY1773  ___________________________________________________________________
 GY1773  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GY1773  DYNAMIC HT  -         233.798 (meters)     767.05  (feet)  COMP
 GY1773  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 GY1773
 GY1773  VERT ORDER  -  FIRST     CLASS I
 GY1773
 GY1773.The horizontal coordinates were scaled from a topographic map and have
 GY1773.an estimated accuracy of +/- 6 seconds.
 GY1773
 GY1773.The orthometric height was determined by differential leveling
 GY1773.and adjusted by the National Geodetic Survey in June 1991..
 GY1773
 GY1773.The geoid height was determined by GEOID03.
 GY1773
 GY1773.The dynamic height is computed by dividing the NAVD 88
 GY1773.geopotential number by the normal gravity value computed on the
 GY1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1773.degrees latitude (g = 980.6199 gals.).
 GY1773
 GY1773.The modeled gravity was interpolated from observed gravity values.
 GY1773
 GY1773;                    North         East    Units  Estimated Accuracy
 GY1773;SPC KY1Z     - 1,181,490.    1,716,830.      MT  (+/- 180 meters Scaled)
 GY1773
 GY1773                          SUPERSEDED SURVEY CONTROL
 GY1773
 GY1773  NGVD 29 (??/??/92)  234.129  (m)          768.14   (f) ADJ UNCH    1 1
 GY1773
 GY1773.Superseded values are not recommended for survey control.
 GY1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1773.See file dsdata.txt to determine how the superseded data were derived.
 GY1773
 GY1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC994019(NAD 83)
 GY1773_MARKER: DB = BENCH MARK DISK
 GY1773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1773_SP_SET: BRIDGE
 GY1773_STAMPING: 768.135 L 90 1935
 GY1773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1773
 GY1773  HISTORY     - Date     Condition        Report By
 GY1773  HISTORY     - 1935     MONUMENTED       CGS
 GY1773  HISTORY     - 1967     GOOD             NGS
 GY1773
 GY1773                          STATION DESCRIPTION
 GY1773
 GY1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1773'2.6 MI N FROM WEST LIBERTY.
 GY1773'ABOUT 2.55 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 GY1773'AT WEST LIBERTY, SET ON THE TOP OF THE SOUTHWEST END OF THE
 GY1773'SOUTHEAST CONCRETE ABUTMENT OF A 190-FOOT LONG BRIDGE OVER ELK
 GY1773'FORK, 11 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY
 GY1773'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3379 ***********************************************************************
 GY3379  DESIGNATION -  L 90 RESET
 GY3379  PID         -  GY3379
 GY3379  STATE/COUNTY-  KY/MORGAN
 GY3379  USGS QUAD   -  WEST LIBERTY (1993)
 GY3379
 GY3379                         *CURRENT SURVEY CONTROL
 GY3379  ___________________________________________________________________
 GY3379* NAD 83(1986)-  37 56 34.     (N)    083 16 58.     (W)     SCALED    
 GY3379* NAVD 88     -       233.81   (meters)     767.1    (feet)  RESET     
 GY3379  ___________________________________________________________________
 GY3379  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GY3379
 GY3379  VERT ORDER  -  THIRD
 GY3379
 GY3379.The horizontal coordinates were scaled from a topographic map and have
 GY3379.an estimated accuracy of +/- 6 seconds.
 GY3379
 GY3379.The orthometric height was computed from unverified reset data.
 GY3379.No vertical observational check was made to the station.
 GY3379
 GY3379.The geoid height was determined by GEOID03.
 GY3379
 GY3379;                    North         East    Units  Estimated Accuracy
 GY3379;SPC KY1Z     - 1,181,490.    1,716,830.      MT  (+/- 180 meters Scaled)
 GY3379
 GY3379                          SUPERSEDED SURVEY CONTROL
 GY3379
 GY3379  NGVD 29 (10/08/05)  233.97   (m)          767.6    (f) RESET       3  
 GY3379
 GY3379.Superseded values are not recommended for survey control.
 GY3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3379.See file dsdata.txt to determine how the superseded data were derived.
 GY3379
 GY3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC994019(NAD 83)
 GY3379_MARKER: DB = BENCH MARK DISK
 GY3379_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GY3379_SP_SET: BRIDGE ABUTMENT
 GY3379_STAMPING: L 90 RESET 1986
 GY3379_MARK LOGO: KYDT  
 GY3379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY3379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY3379+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GY3379
 GY3379  HISTORY     - Date     Condition        Report By
 GY3379  HISTORY     - 1986     MONUMENTED       KYDT
 GY3379  HISTORY     - 19990316 GOOD             KYDT
 GY3379
 GY3379                          STATION DESCRIPTION
 GY3379
 GY3379'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1986
 GY3379'4.3 KM (2.70 MI) NORTH FROM WEST LIBERTY.
 GY3379'2.7 MI NORTH ALONG STATE ROUTE 7 FROM THE COURTHOUSE IN WEST LIBERTY,
 GY3379'IN THE SOUTHWEST CORNER OF THE SOUTHEAST ABUTMENT OF THE NEW CONCRETE
 GY3379'BRIDGE OVER ELK FORK CREEK, 13 FT SOUTHWEST OF THE CENTER OF THE ROAD
 GY3379'AND 0.5 FT BELOW SAME.
 GY3379
 GY3379                          STATION RECOVERY (1999)
 GY3379
 GY3379'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY3379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1416 ***********************************************************************
 GY1416  DESIGNATION -  L 91
 GY1416  PID         -  GY1416
 GY1416  STATE/COUNTY-  KY/MAGOFFIN
 GY1416  USGS QUAD   -  OIL SPRINGS (1992)
 GY1416
 GY1416                         *CURRENT SURVEY CONTROL
 GY1416  ___________________________________________________________________
 GY1416* NAD 83(1986)-  37 48 05.     (N)    082 58 56.     (W)     SCALED    
 GY1416* NAVD 88     -       289.921  (meters)     951.18   (feet)  ADJUSTED  
 GY1416  ___________________________________________________________________
 GY1416  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GY1416  DYNAMIC HT  -         289.699 (meters)     950.45  (feet)  COMP
 GY1416  MODELED GRAV-     979,856.5   (mgal)                       NAVD 88
 GY1416
 GY1416  VERT ORDER  -  SECOND    CLASS 0
 GY1416
 GY1416.The horizontal coordinates were scaled from a topographic map and have
 GY1416.an estimated accuracy of +/- 6 seconds.
 GY1416
 GY1416.The orthometric height was determined by differential leveling
 GY1416.and adjusted by the National Geodetic Survey in June 1991..
 GY1416
 GY1416.The geoid height was determined by GEOID03.
 GY1416
 GY1416.The dynamic height is computed by dividing the NAVD 88
 GY1416.geopotential number by the normal gravity value computed on the
 GY1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1416.degrees latitude (g = 980.6199 gals.).
 GY1416
 GY1416.The modeled gravity was interpolated from observed gravity values.
 GY1416
 GY1416;                    North         East    Units  Estimated Accuracy
 GY1416;SPC KY1Z     - 1,166,540.    1,743,700.      MT  (+/- 180 meters Scaled)
 GY1416
 GY1416                          SUPERSEDED SURVEY CONTROL
 GY1416
 GY1416  NGVD 29 (??/??/92)  290.107  (m)          951.79   (f) ADJ UNCH    2 0
 GY1416
 GY1416.Superseded values are not recommended for survey control.
 GY1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1416.See file dsdata.txt to determine how the superseded data were derived.
 GY1416
 GY1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB254856(NAD 83)
 GY1416_MARKER: DB = BENCH MARK DISK
 GY1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1416_STAMPING: L 91 1935 951.793
 GY1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1416+STABILITY: SURFACE MOTION
 GY1416
 GY1416  HISTORY     - Date     Condition        Report By
 GY1416  HISTORY     - 1935     MONUMENTED       CGS
 GY1416  HISTORY     - 1955     GOOD             NGS
 GY1416  HISTORY     - 19970618 MARK NOT FOUND   KYDT
 GY1416
 GY1416                          STATION DESCRIPTION
 GY1416
 GY1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1416'1.7 MI W FROM OIL SPRINGS.
 GY1416'1.7 MILES WEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE AT
 GY1416'OIL SPRINGS, 2 MILES NORTHEAST ALONG HIGHWAY 460 FROM THE POST
 GY1416'OFFICE IN FALCON, 0.8 MILE WEST OF THE MAGOFFIN - JOHNSON COUNTY
 GY1416'LINE, 150 YARDS EAST OF A ROAD LEADING NORTHWEST, 25 FEET SOUTH
 GY1416'OF THE CENTER LINE OF THE HIGHWAY, 27 FEET NORTHWEST OF THE
 GY1416'NORTHWEST CORNER OF AN OIL WELL PUMPING POWERHOUSE, 19 FEET
 GY1416'SOUTHEAST OF CULVERT WITH STONE HEADWALLS, 1 FOOT BELOW THE LEVEL
 GY1416'OF THE HIGHWAY.
 GY1416
 GY1416                          STATION RECOVERY (1997)
 GY1416
 GY1416'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1416'PUMPHOUSE IS GONE, AREA GRADED, PROBABLY TORN OUT, CONSIDER DESTROYED.
 GY1416' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2665 ***********************************************************************
 GC2665  DESIGNATION -  LA FAYETTE
 GC2665  PID         -  GC2665
 GC2665  STATE/COUNTY-  KY/CHRISTIAN
 GC2665  USGS QUAD   -  HERNDON (1982)
 GC2665
 GC2665                         *CURRENT SURVEY CONTROL
 GC2665  ___________________________________________________________________
 GC2665* NAD 83(1993)-  36 40 51.46114(N)    087 37 12.60167(W)     ADJUSTED  
 GC2665* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 GC2665  ___________________________________________________________________
 GC2665  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 GC2665  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC2665
 GC2665  HORZ ORDER  -  SECOND
 GC2665
 GC2665.The horizontal coordinates were established by classical geodetic methods
 GC2665.and adjusted by the National Geodetic Survey in December 1995..
 GC2665
 GC2665.The orthometric height was scaled from a topographic map.
 GC2665
 GC2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2665
 GC2665.The geoid height was determined by GEOID03.
 GC2665
 GC2665;                    North         East     Units Scale Factor Converg.
 GC2665;SPC KY1Z     - 1,040,258.126 1,332,831.424   MT  1.00012055   -1 08 53.6
 GC2665;SPC KY1Z     - 3,412,913.54  4,372,797.76   sFT  1.00012055   -1 08 53.6
 GC2665;SPC KY S     -   540,232.131   332,849.644   MT  1.00000992   -1 08 03.1
 GC2665;SPC KY S     - 1,772,411.58  1,092,024.21   sFT  1.00000992   -1 08 03.1
 GC2665;SPC TN       -   261,676.757   455,184.209   MT  1.00005756   -0 56 54.6
 GC2665;SPC TN       -   858,517.83  1,493,383.53   sFT  1.00005756   -0 56 54.6
 GC2665;UTM  16      - 4,059,660.475   444,589.970   MT  0.99963782   -0 22 13.7
 GC2665
 GC2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2665!SPC KY1Z     -   0.99997590  x   1.00012055  =   1.00009644
 GC2665!SPC KY S     -   0.99997590  x   1.00000992  =   0.99998582
 GC2665!SPC TN       -   0.99997590  x   1.00005756  =   1.00003346
 GC2665!UTM  16      -   0.99997590  x   0.99963782  =   0.99961373
 GC2665
 GC2665|---------------------------------------------------------------------|
 GC2665| PID    Reference Object                     Distance      Geod. Az  |
 GC2665|                                                           dddmmss.s |
 GC2665| CG6711 LA FAYETTE RM 1                      20.190 METERS 02433     |
 GC2665| CG6710 LA FAYETTE AZ MK                                   0863408.6 |
 GC2665| GC2668 FORT CAMPBELL RADIO STATION 528 HOP APPROX. 8.9 KM 1345926.0 |
 GC2665| CG6712 LA FAYETTE RM 2                      26.326 METERS 21722     |
 GC2665| GC2680 LA FAYETTE METH CHURCH BELFRY       APPROX. 4.2 KM 2361442.2 |
 GC2665|---------------------------------------------------------------------|
 GC2665
 GC2665                          SUPERSEDED SURVEY CONTROL
 GC2665
 GC2665  NAD 83(1993)-  36 40 51.46865(N)    087 37 12.60461(W) AD(       ) 2
 GC2665  NAD 83(1986)-  36 40 51.47016(N)    087 37 12.60443(W) AD(       ) 2
 GC2665  NAD 27      -  36 40 51.29700(N)    087 37 12.55400(W) AD(       ) 2
 GC2665
 GC2665.Superseded values are not recommended for survey control.
 GC2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2665.See file dsdata.txt to determine how the superseded data were derived.
 GC2665
 GC2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4459059660(NAD 83)
 GC2665_MARKER: DS = TRIANGULATION STATION DISK
 GC2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC2665+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2001
 GC2665
 GC2665  HISTORY     - Date     Condition        Report By
 GC2665  HISTORY     - 1953     MONUMENTED       CGS
 GC2665  HISTORY     - 20011026 GOOD             PENRIL
 GC2665
 GC2665                          STATION DESCRIPTION
 GC2665
 GC2665'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2665'STATION IS LOCATED ON THE PROPERTY OF ENOCH WINDES ABOUT 5 MILES
 GC2665'SOUTHWEST OF HERNDON AND ABOUT 3 MILES NORTHEAST OF LAFAYETTE.
 GC2665'IT IS 85 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 66 FEET SOUTHWEST
 GC2665'OF A WHITE WITNESS POST AND 64 FEET WEST OF THE NORTHWEST
 GC2665'CORNER OF MR. WINDES HOUSE. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2665'LA FAYETTE 1953.
 GC2665'
 GC2665'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE CENTER OF THE GRAVEL
 GC2665'ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTHWEST
 GC2665'OF A FENCE CORNER. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GC2665'STAMPED LA FAYETTE NO 1 1953.
 GC2665'
 GC2665'REFERENCE MARK NO. 2 IS 5 FEET EAST OF A 6 INCH APPLE TREE. THE MARK
 GC2665'IS FLUSH AND THE DISK IS STAMPED LA FAYETTE NO 2 1953.
 GC2665'
 GC2665'AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 2
 GC2665'FEET WEST OF A FENCE CORNER AND 2 FEET SOUTHWEST OF WHITE
 GC2665'WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GC2665'STAMPED LA FAYETTE 1953.
 GC2665'
 GC2665'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 107 AND 117
 GC2665'IN HERNDON, GO SOUTHWEST ON HIGHWAY 107 FOR 5.0 MILES TO A
 GC2665'GRAVEL ROAD LEFT. TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 0.8 MILE
 GC2665'TO THE STATION ON THE RIGHT AS DESCRIBED. CONTINUE EAST ON THE
 GC2665'GRAVEL ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GC2665'DESCRIBED.
 GC2665'
 GC2665'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
 GC2665
 GC2665                          STATION RECOVERY (2001)
 GC2665
 GC2665'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2001 (JMC)
 GC2665'IN HEAVY WOODS, NOT SUITABLE FOR SATELLITE USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2680 ***********************************************************************
 GC2680  DESIGNATION -  LA FAYETTE METH CHURCH BELFRY
 GC2680  PID         -  GC2680
 GC2680  STATE/COUNTY-  KY/CHRISTIAN
 GC2680  USGS QUAD   -  ROARING SPRING (1982)
 GC2680
 GC2680                         *CURRENT SURVEY CONTROL
 GC2680  ___________________________________________________________________
 GC2680* NAD 83(1993)-  36 39 35.78682(N)    087 39 33.10445(W)     ADJUSTED  
 GC2680* NAVD 88     -                                                        
 GC2680  ___________________________________________________________________
 GC2680  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 GC2680  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC2680
 GC2680  HORZ ORDER  -  THIRD
 GC2680
 GC2680.The horizontal coordinates were established by classical geodetic methods
 GC2680.and adjusted by the National Geodetic Survey in December 1995..
 GC2680
 GC2680
 GC2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2680
 GC2680.The geoid height was determined by GEOID03.
 GC2680
 GC2680;                    North         East     Units Scale Factor Converg.
 GC2680;SPC KY1Z     - 1,037,996.274 1,329,295.537   MT  1.00012818   -1 10 19.8
 GC2680;SPC KY1Z     - 3,405,492.78  4,361,197.11   sFT  1.00012818   -1 10 19.8
 GC2680;SPC KY S     -   537,969.659   329,314.713   MT  1.00001413   -1 09 28.3
 GC2680;SPC KY S     - 1,764,988.79  1,080,426.69   sFT  1.00001413   -1 09 28.3
 GC2680;SPC TN       -   259,402.719   451,656.494   MT  1.00005220   -0 58 16.9
 GC2680;SPC TN       -   851,057.09  1,481,809.68   sFT  1.00005220   -0 58 16.9
 GC2680;UTM  16      - 4,057,351.929   441,086.823   MT  0.99964276   -0 23 36.9
 GC2680
 GC2680                          SUPERSEDED SURVEY CONTROL
 GC2680
 GC2680  NAD 83(1986)-  36 39 35.79572(N)    087 39 33.10713(W) AD(       ) 4
 GC2680  NAD 27      -  36 39 35.62100(N)    087 39 33.05000(W) AD(       ) 3
 GC2680
 GC2680.Superseded values are not recommended for survey control.
 GC2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2680.See file dsdata.txt to determine how the superseded data were derived.
 GC2680
 GC2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4108757352(NAD 83)
 GC2680_MARKER: 75 = BELFRY
 GC2680
 GC2680  HISTORY     - Date     Condition        Report By
 GC2680  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2680
 GC2680                          STATION DESCRIPTION
 GC2680
 GC2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2680'STATION IS THE CENTER OF THE BASE OF A SMALL WOODEN STAFF, LOCATED AT
 GC2680'THE APEX OF THE ROOF OF AN OPEN SIDED BELFRY, ATOP THE METHODIST
 GC2680'CHURCH IN LA FAYETTE.  IT IS ABOUT 0.05 MILE WEST OF THE CENTER OF
 GC2680'TOWN, ON THE SOUTH SIDE OF A PAVED STREET.  IT IS A WOODEN
 GC2680'STRUCTURE, PAINTED WHITE AND IS ABOUT 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1232 ***********************************************************************
 HZ1232  DESIGNATION -  LA GRANGE
 HZ1232  PID         -  HZ1232
 HZ1232  STATE/COUNTY-  KY/OLDHAM
 HZ1232  USGS QUAD   -  LA GRANGE (1993)
 HZ1232
 HZ1232                         *CURRENT SURVEY CONTROL
 HZ1232  ___________________________________________________________________
 HZ1232* NAD 83(1993)-  38 24 27.71252(N)    085 22 46.47896(W)     ADJUSTED  
 HZ1232* NAVD 88     -       264.172  (meters)     866.70   (feet)  ADJUSTED  
 HZ1232  ___________________________________________________________________
 HZ1232  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 HZ1232  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ1232  DYNAMIC HT  -         263.995 (meters)     866.12  (feet)  COMP
 HZ1232  MODELED GRAV-     979,950.9   (mgal)                       NAVD 88
 HZ1232
 HZ1232  HORZ ORDER  -  SECOND
 HZ1232  VERT ORDER  -  SECOND    CLASS 0
 HZ1232
 HZ1232.The horizontal coordinates were established by classical geodetic methods
 HZ1232.and adjusted by the National Geodetic Survey in December 1995..
 HZ1232
 HZ1232.The orthometric height was determined by differential leveling
 HZ1232.and adjusted by the National Geodetic Survey in June 1991..
 HZ1232
 HZ1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1232
 HZ1232.The geoid height was determined by GEOID03.
 HZ1232
 HZ1232.The dynamic height is computed by dividing the NAVD 88
 HZ1232.geopotential number by the normal gravity value computed on the
 HZ1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1232.degrees latitude (g = 980.6199 gals.).
 HZ1232
 HZ1232.The modeled gravity was interpolated from observed gravity values.
 HZ1232
 HZ1232;                    North         East     Units Scale Factor Converg.
 HZ1232;SPC KY1Z     - 1,230,286.267 1,532,352.403   MT  0.99994785   +0 13 38.7
 HZ1232;SPC KY1Z     - 4,036,364.19  5,027,392.84   sFT  0.99994785   +0 13 38.7
 HZ1232;SPC KY N     -   101,356.686   401,344.373   MT  0.99996262   -0 42 09.6
 HZ1232;SPC KY N     -   332,534.39  1,316,744.00   sFT  0.99996262   -0 42 09.6
 HZ1232;UTM  16      - 4,252,294.637   641,481.878   MT  0.99984652   +1 00 24.7
 HZ1232
 HZ1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1232!SPC KY1Z     -   0.99996380  x   0.99994785  =   0.99991165
 HZ1232!SPC KY N     -   0.99996380  x   0.99996262  =   0.99992642
 HZ1232!UTM  16      -   0.99996380  x   0.99984652  =   0.99981033
 HZ1232
 HZ1232|---------------------------------------------------------------------|
 HZ1232| PID    Reference Object                     Distance      Geod. Az  |
 HZ1232|                                                           dddmmss.s |
 HZ1232| HZ1089 TTS 15 T                             16.955 METERS 01859     |
 HZ1232| HZ2111 LA GRANGE MUNICIPAL TANK            126.287 METERS 05925     |
 HZ1232| HZ1230 LA GRANGE RM 1                       24.465 METERS 07817     |
 HZ1232| HZ1231 LA GRANGE RM 2                       26.149 METERS 21024     |
 HZ1232|---------------------------------------------------------------------|
 HZ1232
 HZ1232                          SUPERSEDED SURVEY CONTROL
 HZ1232
 HZ1232  NAD 83(1986)-  38 24 27.71642(N)    085 22 46.48573(W) AD(       ) 2
 HZ1232  NAD 27      -  38 24 27.48100(N)    085 22 46.64200(W) AD(       ) 2
 HZ1232  NGVD 29 (??/??/92)  264.334  (m)          867.24   (f) ADJ UNCH    2 0
 HZ1232
 HZ1232.Superseded values are not recommended for survey control.
 HZ1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1232.See file dsdata.txt to determine how the superseded data were derived.
 HZ1232
 HZ1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4148252295(NAD 83)
 HZ1232_MARKER: DS = TRIANGULATION STATION DISK
 HZ1232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1232_SP_SET: SIDEWALK
 HZ1232_STAMPING: LA GRANGE 1947
 HZ1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1232
 HZ1232  HISTORY     - Date     Condition        Report By
 HZ1232  HISTORY     - 1947     MONUMENTED       CGS
 HZ1232  HISTORY     - 1949     GOOD             CGS
 HZ1232  HISTORY     - 1960     GOOD             PAS
 HZ1232
 HZ1232                          STATION DESCRIPTION
 HZ1232
 HZ1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1232'THE STATION IS LOCATED IN THE SOUTHERN SECTION OF THE OLDHAM COUNTY
 HZ1232'COURT HOUSE PARK IN LA GRANGE. IT IS 106 FEET NORTH OF THE
 HZ1232'CENTERLINE OF MAIN STREET, 75 FEET SOUTHWEST OF THE SOUTHERN ENTRANCE
 HZ1232'TO THE COURT HOUSE, AND 37 FEET WEST OF A CONCRETE WALK LEADING
 HZ1232'TO THE SOUTHERN ENTRANCE OF THE COURT HOUSE. THE MARK IS FLUSH WITH
 HZ1232'THE GROUND, AND THE DISK IS STAMPED LA GRANGE 1947.
 HZ1232'
 HZ1232'REFERENCE MARK NO. 1 IS 80.27 FEET EAST-NORTHEAST OF THE STATION, 80
 HZ1232'FEET SOUTH-SOUTH EAST OF THE SAID ENTRANCE, 36 FEET EAST OF THE
 HZ1232'CONCRETE WALK, AND 28 FEET SOUTH OF A SMALL CONCRETE WALK. THE MARK
 HZ1232'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED LA GRANGE NO
 HZ1232'1 1947.
 HZ1232'
 HZ1232'REFERENCE MARK NO. 2 IS 85.79 FEET SOUTH-SOUTHWEST OF THE STATION,
 HZ1232'106 FEET EAST OF THE CENTERLINE OF 2ND STREET, 47 FEET NORTH OF
 HZ1232'THE CENTERLINE OF MAIN STREET, AND 5 FEET SOUTH OF A CONCRETE WALK.
 HZ1232'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED LA
 HZ1232'GRANGE NO 2 1947.
 HZ1232'
 HZ1232'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 HZ1232'
 HZ1232'A TRAVERSE WAS MADE FROM THE STATION TO TT 15T 1926 USGS. IT IS 56.63
 HZ1232'FEET NORTH-NORTHWEST OF TRIANGULATION STATION LA GRANGE.
 HZ1232'
 HZ1232'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ1232
 HZ1232                          STATION RECOVERY (1949)
 HZ1232
 HZ1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ1232'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HZ1232'GOOD CONDITION. THE DIRECTION TO REFERENCE MARK NO. 2 FAILED TO
 HZ1232'CHECK. THE OLD DESCRIPTION IS ADEQUATE.
 HZ1232'
 HZ1232'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HZ1232
 HZ1232                          STATION RECOVERY (1960)
 HZ1232
 HZ1232'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 HZ1232'AT LA GRANGE.
 HZ1232'THE STATION IS LOCATED IN THE SOUTHERN SECTION OF THE OLDHAM
 HZ1232'COUNTY COURTHOUSE PARK IN LA GRANGE.  IT IS 106 FEET NORTH OF THE
 HZ1232'CENTERLINE OF MAIN STREET, 75 FEET SOUTHWEST OF THE SOUTHERN ENTRANCE
 HZ1232'TO THE COURTHOUSE, AND 37 FEET WEST OF A CONCRETE WALK LEADING
 HZ1232'TO THE SOUTHERN ENTRANCE TO THE COURTHOUSE.  THE MARK IS FLUSH
 HZ1232'WITH THE GROUND, AND THE DISK IS STAMPED LA GRANGE 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2111 ***********************************************************************
 HZ2111  DESIGNATION -  LA GRANGE MUNICIPAL TANK
 HZ2111  PID         -  HZ2111
 HZ2111  STATE/COUNTY-  KY/OLDHAM
 HZ2111  USGS QUAD   -  LA GRANGE (1993)
 HZ2111
 HZ2111                         *CURRENT SURVEY CONTROL
 HZ2111  ___________________________________________________________________
 HZ2111* NAD 83(1993)-  38 24 29.79626(N)    085 22 41.99789(W)     ADJUSTED  
 HZ2111* NAVD 88     -                                                        
 HZ2111  ___________________________________________________________________
 HZ2111  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 HZ2111  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ2111
 HZ2111  HORZ ORDER  -  THIRD
 HZ2111
 HZ2111.The horizontal coordinates were established by classical geodetic methods
 HZ2111.and adjusted by the National Geodetic Survey in December 1995..
 HZ2111
 HZ2111
 HZ2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2111
 HZ2111.The geoid height was determined by GEOID03.
 HZ2111
 HZ2111;                    North         East     Units Scale Factor Converg.
 HZ2111;SPC KY1Z     - 1,230,350.946 1,532,460.861   MT  0.99994795   +0 13 41.5
 HZ2111;SPC KY1Z     - 4,036,576.40  5,027,748.67   sFT  0.99994795   +0 13 41.5
 HZ2111;SPC KY N     -   101,419.597   401,453.868   MT  0.99996261   -0 42 06.8
 HZ2111;SPC KY N     -   332,740.79  1,317,103.23   sFT  0.99996261   -0 42 06.8
 HZ2111;UTM  16      - 4,252,360.779   641,589.436   MT  0.99984689   +1 00 27.5
 HZ2111
 HZ2111                          SUPERSEDED SURVEY CONTROL
 HZ2111
 HZ2111  NAD 83(1986)-  38 24 29.80011(N)    085 22 42.00487(W) AD(       ) 4
 HZ2111  NAD 27      -  38 24 29.56700(N)    085 22 42.15600(W) AD(       ) 3
 HZ2111
 HZ2111.Superseded values are not recommended for survey control.
 HZ2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2111.See file dsdata.txt to determine how the superseded data were derived.
 HZ2111
 HZ2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4158952361(NAD 83)
 HZ2111_MARKER: 53 = ELEVATED TANK
 HZ2111
 HZ2111  HISTORY     - Date     Condition        Report By
 HZ2111  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2111
 HZ2111                          STATION DESCRIPTION
 HZ2111
 HZ2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2111'THIS IS AN INTERSECTION STATION.
 HZ2111'
 HZ2111'THE STATION IS LOCATED IN THE EASTERN PART OF THE TOWN ABOUT 180 FEET
 HZ2111'EAST OF FIRST STREET. IT IS A 4-LEGGED STEEL STRUCTURE PAINTED
 HZ2111'SILVER, AND ABOUT 100 FEET HIGH. THE POINT INTERSECTED WAS THE LIGHT
 HZ2111'ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2905 ***********************************************************************
 GZ2905  DESIGNATION -  LAKE
 GZ2905  PID         -  GZ2905
 GZ2905  STATE/COUNTY-  KY/MADISON
 GZ2905  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ2905
 GZ2905                         *CURRENT SURVEY CONTROL
 GZ2905  ___________________________________________________________________
 GZ2905* NAD 83(1993)-  37 50 51.13953(N)    084 19 51.17254(W)     ADJUSTED  
 GZ2905* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 GZ2905  ___________________________________________________________________
 GZ2905  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 GZ2905  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GZ2905
 GZ2905  HORZ ORDER  -  THIRD
 GZ2905
 GZ2905.The horizontal coordinates were established by classical geodetic methods
 GZ2905.and adjusted by the National Geodetic Survey in December 1995..
 GZ2905
 GZ2905.The orthometric height was scaled from a topographic map.
 GZ2905
 GZ2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2905
 GZ2905.The geoid height was determined by GEOID03.
 GZ2905
 GZ2905;                    North         East     Units Scale Factor Converg.
 GZ2905;SPC KY1Z     - 1,168,999.649 1,624,885.629   MT  0.99990507   +0 52 16.6
 GZ2905;SPC KY1Z     - 3,835,293.02  5,330,978.93   sFT  0.99990507   +0 52 16.6
 GZ2905;SPC KY S     -   668,980.783   624,895.788   MT  0.99998547   +0 51 38.3
 GZ2905;SPC KY S     - 2,194,814.45  2,050,178.93   sFT  0.99998547   +0 51 38.3
 GZ2905;SPC KY N     -    38,578.827   492,881.175   MT  1.00002016   -0 03 01.1
 GZ2905;SPC KY N     -   126,570.70  1,617,060.99   sFT  1.00002016   -0 03 01.1
 GZ2905;UTM  16      - 4,192,257.010   734,847.006   MT  1.00027936   +1 38 18.3
 GZ2905
 GZ2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2905!SPC KY1Z     -   0.99995773  x   0.99990507  =   0.99986280
 GZ2905!SPC KY S     -   0.99995773  x   0.99998547  =   0.99994320
 GZ2905!SPC KY N     -   0.99995773  x   1.00002016  =   0.99997789
 GZ2905!UTM  16      -   0.99995773  x   1.00027936  =   1.00023708
 GZ2905
 GZ2905:                Primary Azimuth Mark                     Grid Az
 GZ2905:SPC KY1Z     -  LAKE AZ MK                               166 36 39.2
 GZ2905:SPC KY S     -  LAKE AZ MK                               166 37 17.5
 GZ2905:SPC KY N     -  LAKE AZ MK                               167 31 56.9
 GZ2905:UTM  16      -  LAKE AZ MK                               165 50 37.5
 GZ2905
 GZ2905|---------------------------------------------------------------------|
 GZ2905| PID    Reference Object                     Distance      Geod. Az  |
 GZ2905|                                                           dddmmss.s |
 GZ2905| DB6943 LAKE AZ MK                                         1672855.8 |
 GZ2905| GZ0133 LAKE 2                               36.694 METERS 24307     |
 GZ2905| GZ2914 LAKE 2 AZIMUTH MARK 1954            362.179 METERS 25959     |
 GZ2905| DB6944 LAKE RM 1                            20.297 METERS 26416     |
 GZ2905| GZ2906 NO 227 KYGS 1951                     37.735 METERS 27950     |
 GZ2905| DB6945 LAKE RM 2                            27.553 METERS 29700     |
 GZ2905|---------------------------------------------------------------------|
 GZ2905
 GZ2905                          SUPERSEDED SURVEY CONTROL
 GZ2905
 GZ2905  NAD 83(1986)-  37 50 51.14703(N)    084 19 51.17609(W) AD(       ) 3
 GZ2905  NAD 27      -  37 50 50.85900(N)    084 19 51.42100(W) AD(       ) 3
 GZ2905
 GZ2905.Superseded values are not recommended for survey control.
 GZ2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2905.See file dsdata.txt to determine how the superseded data were derived.
 GZ2905
 GZ2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3484792257(NAD 83)
 GZ2905_MARKER: DS = TRIANGULATION STATION DISK
 GZ2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2905
 GZ2905  HISTORY     - Date     Condition        Report By
 GZ2905  HISTORY     - 1951     MONUMENTED       CGS
 GZ2905  HISTORY     - 1954     SEE DESCRIPTION  CGS
 GZ2905
 GZ2905                          STATION DESCRIPTION
 GZ2905
 GZ2905'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2905'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF WINCHESTER AND 7-1/2
 GZ2905'MILES NORTH OF RICHMOND ON PROPERTY OF MR. PAT LAKE. IT IS 92 FEET
 GZ2905'EAST OF THE CENTER OF U.S. HIGHWAY 25, 67 FEET EAST OF A WHITE
 GZ2905'WITNESS POST, 50 FEET SOUTHEAST OF AN 18 INCH LOCUST TREE, 49 FEET
 GZ2905'EAST OF A POWER LINE POLE AND 5 FEET NORTH OF A BOARD FENCE.  THE
 GZ2905'MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 GZ2905'DISK IS STAMPED LAKE 1951.
 GZ2905'
 GZ2905'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE CENTER OF THE HIGHWAY, 20
 GZ2905'FEET SOUTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WITNESS POST
 GZ2905'AND 1 FOOT WEST OF A BOARD FENCE.  THE MARK IS FLUSH AND THE DISK IS
 GZ2905'STAMPED LAKE NO. 1 1951.
 GZ2905'
 GZ2905'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF A TELEPHONE POLE, 24 FEET
 GZ2905'EAST OF THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF A BOARD FENCE.
 GZ2905'THE MARK IS FLUSH AND THE DISK IS STAMPED LAKE NO. 2 1951.
 GZ2905'
 GZ2905'AZIMUTH MARK IS 23 FEET WEST OF THE CENTER OF U.S. HIGHWAY 25, 3 FEET
 GZ2905'SOUTHEAST OF A WHITE WITNESS POST AND 2 FEET EAST OF A FENCE LINE.
 GZ2905'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LAKE 1951.
 GZ2905'
 GZ2905'NO. 227 (KY. GEOD. S.) IS 25 FEET SOUTH OF THE CENTER OF A FARM LANE,
 GZ2905'20 FEET WEST OF THE CENTER OF U.S. HIGHWAY 25 AND 4 FEET EAST OF A
 GZ2905'BOARD FENCE.  THE MARK IS A 4X4 INCH CONCRETE POST THAT PROJECTS
 GZ2905'ABOUT 2 INCHES.  THE DISK IS A BRONZE U.S. COAST AND GEODETIC SURVEY
 GZ2905'AND STATE SURVEY DISK SET IN THE TOP OF THE CONCRETE POST AND IS
 GZ2905'STAMPED 227.
 GZ2905'
 GZ2905'TO REACH THE STATION FROM THE MADISON COUNTY COURT HOUSE IN RICHMOND,
 GZ2905'GO NORTH ON U.S. HIGHWAY 25 FOR 7.15 MILES TO THE JUNCTION WITH
 GZ2905'STATE HIGHWAY 388 ON THE RIGHT, CONTINUE NORTH ON HIGHWAY 25 FOR 0.35
 GZ2905'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 GZ2905'NORTH ON HIGHWAY FOR 0.3 MILE TO THE STATION ON THE RIGHT AS
 GZ2905'DESCRIBED.
 GZ2905'
 GZ2905'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GZ2905
 GZ2905                          STATION RECOVERY (1954)
 GZ2905
 GZ2905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 GZ2905'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  AT THE REQUEST OF
 GZ2905'THE STATE HIGHWAY DEPT. ALL MARKS WITH THE EXCEPTION OF NO.
 GZ2905'227 (KY. GEOD. S.) WERE REMOVED AFTER ESTABLISHING LAKE 2 NEARBY.
 GZ2905'ALL DISTANCES AND DIRECTIONS TO OLD MARKS CHECKED.
 GZ2905'
 GZ2905'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0133 ***********************************************************************
 GZ0133  DESIGNATION -  LAKE 2
 GZ0133  PID         -  GZ0133
 GZ0133  STATE/COUNTY-  KY/MADISON
 GZ0133  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0133
 GZ0133                         *CURRENT SURVEY CONTROL
 GZ0133  ___________________________________________________________________
 GZ0133* NAD 83(1993)-  37 50 50.60151(N)    084 19 52.51129(W)     ADJUSTED  
 GZ0133* NAVD 88     -       302.262  (meters)     991.67   (feet)  ADJUSTED  
 GZ0133  ___________________________________________________________________
 GZ0133  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 GZ0133  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GZ0133  DYNAMIC HT  -         302.046 (meters)     990.96  (feet)  COMP
 GZ0133  MODELED GRAV-     979,903.1   (mgal)                       NAVD 88
 GZ0133
 GZ0133  HORZ ORDER  -  SECOND
 GZ0133  VERT ORDER  -  SECOND    CLASS 0
 GZ0133
 GZ0133.The horizontal coordinates were established by classical geodetic methods
 GZ0133.and adjusted by the National Geodetic Survey in December 1995..
 GZ0133
 GZ0133.The orthometric height was determined by differential leveling
 GZ0133.and adjusted by the National Geodetic Survey in June 1991..
 GZ0133
 GZ0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0133
 GZ0133.The geoid height was determined by GEOID03.
 GZ0133
 GZ0133.The dynamic height is computed by dividing the NAVD 88
 GZ0133.geopotential number by the normal gravity value computed on the
 GZ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0133.degrees latitude (g = 980.6199 gals.).
 GZ0133
 GZ0133.The modeled gravity was interpolated from observed gravity values.
 GZ0133
 GZ0133;                    North         East     Units Scale Factor Converg.
 GZ0133;SPC KY1Z     - 1,168,982.567 1,624,853.158   MT  0.99990507   +0 52 15.8
 GZ0133;SPC KY1Z     - 3,835,236.97  5,330,872.40   sFT  0.99990507   +0 52 15.8
 GZ0133;SPC KY S     -   668,963.706   624,863.311   MT  0.99998544   +0 51 37.5
 GZ0133;SPC KY S     - 2,194,758.43  2,050,072.38   sFT  0.99998544   +0 51 37.5
 GZ0133;SPC KY N     -    38,562.268   492,848.430   MT  1.00002019   -0 03 02.0
 GZ0133;SPC KY N     -   126,516.37  1,616,953.56   sFT  1.00002019   -0 03 02.0
 GZ0133;UTM  16      - 4,192,239.489   734,814.754   MT  1.00027917   +1 38 17.5
 GZ0133
 GZ0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0133!SPC KY1Z     -   0.99995766  x   0.99990507  =   0.99986274
 GZ0133!SPC KY S     -   0.99995766  x   0.99998544  =   0.99994310
 GZ0133!SPC KY N     -   0.99995766  x   1.00002019  =   0.99997785
 GZ0133!UTM  16      -   0.99995766  x   1.00027917  =   1.00023682
 GZ0133
 GZ0133|---------------------------------------------------------------------|
 GZ0133| PID    Reference Object                     Distance      Geod. Az  |
 GZ0133|                                                           dddmmss.s |
 GZ0133| GZ2905 LAKE                                 36.694 METERS 06307     |
 GZ0133| GZ0134 LAKE 2 RM 3                          12.171 METERS 19322     |
 GZ0133| GZ2914 LAKE 2 AZIMUTH MARK 1954            327.237 METERS 26151     |
 GZ0133| GZ2906 NO 227 KYGS 1951                     23.458 METERS 34904     |
 GZ0133|---------------------------------------------------------------------|
 GZ0133
 GZ0133                          SUPERSEDED SURVEY CONTROL
 GZ0133
 GZ0133  NAD 83(1986)-  37 50 50.60921(N)    084 19 52.51468(W) AD(       ) 2
 GZ0133  NAD 27      -  37 50 50.32100(N)    084 19 52.76000(W) AD(       ) 2
 GZ0133  NGVD 29 (??/??/92)  302.418  (m)          992.18   (f) ADJ UNCH    2 0
 GZ0133
 GZ0133.Superseded values are not recommended for survey control.
 GZ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0133.See file dsdata.txt to determine how the superseded data were derived.
 GZ0133
 GZ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3481592239(NAD 83)
 GZ0133_MARKER: DS = TRIANGULATION STATION DISK
 GZ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0133_STAMPING: LAKE 2 1954
 GZ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0133+STABILITY: SURFACE MOTION
 GZ0133
 GZ0133  HISTORY     - Date     Condition        Report By
 GZ0133  HISTORY     - 1954     MONUMENTED       CGS
 GZ0133  HISTORY     - 1960     GOOD             PAS
 GZ0133  HISTORY     - 1961     GOOD             PAS
 GZ0133
 GZ0133                          STATION DESCRIPTION
 GZ0133
 GZ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 GZ0133'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF WINCHESTER AND 7-1/2
 GZ0133'MILES NORTHWEST OF RICHMOND ON PROPERTY OWNED BY MR. LEE J.
 GZ0133'OWSLEY.  IT IS 85 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TWO
 GZ0133'STORY FRAME HOUSE, 64 FEET SOUTH OF THE CENTER OF A GRAVEL
 GZ0133'DRIVEWAY TO THE SU-LEE FARMS, 4 FEET WEST OF A WHITE WITNESS POST AND
 GZ0133'3 FEET WEST OF A BOARD FENCE AND THE WEST RIGHT-OF-WAY OF U.S.
 GZ0133'HIGHWAY 25.  THE MARK IS FLUSH AND THE DISK IS STAMPED LAKE 2 1954.
 GZ0133'
 GZ0133'REFERENCE MARK NO. 3 IS 29 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GZ0133'THE HOUSE, 15 FEET WEST OF THE WEST RIGHT-OF-WAY OF THE HIGHWAY
 GZ0133'AND 2 FEET NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 GZ0133'STAMPED LAKE 2 NO. 3 1954.
 GZ0133'
 GZ0133'NO. 227 (KY. GEOD. S.) WAS USED AS A REFERENCE MARK.  IT IS ON
 GZ0133'HIGHWAY PROPERTY, 25 FEET SOUTH OF THE CENTER OF THE FARM
 GZ0133'DRIVEWAY AND 4 FEET EAST OF THE WEST RIGHT OF WAY FENCE.  THE MARK IS
 GZ0133'6 X 6 INCH CONCRETE POST WITH A STANDARD U.S. COAST AND GEODETIC AND
 GZ0133'STATE SURVEY DISK IN THE TOP STAMPED 227.  THE MARK PROJECTS ABOUT 6
 GZ0133'INCHES.
 GZ0133'
 GZ0133'AZIMUTH MARK IS 31 FEET E OF A FENCE LINE, 3 FEET SOUTHEAST OF A
 GZ0133'WHITE WITNESS POST AND 2 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 GZ0133'LARGE BARN.  THE MARK IS FLUSH AND THE DISK IS STAMPED LAKE 2 1954.
 GZ0133'
 GZ0133'TO REACH THE STATION FROM THE MADISON COUNTY COURTHOUSE IN RICHMOND,
 GZ0133'GO NORTHWEST ON U.S. HIGHWAY 25 FOR 7.7 MILES TO THE STATION ON
 GZ0133'THE LEFT AS DESCRIBED.
 GZ0133'
 GZ0133'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON FARM DRIVE TO
 GZ0133'SU-LEE FARMS FOR 0.05 MILE TO BARN LOT, GO THROUGH GATE AND CONTINUE
 GZ0133'WEST FOR 0.2 MILE TO A LARGE BARN ON THE TOP OF A HILL AND THE MARK
 GZ0133'AS DESCRIBED.
 GZ0133'
 GZ0133'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GZ0133
 GZ0133                          STATION RECOVERY (1960)
 GZ0133
 GZ0133'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0133'7.7 MI N FROM RICHMOND.
 GZ0133'ABOUT 7.7 MILES NORTHWEST AND NORTH ALONG U.S. HIGHWAY 25 AND 421
 GZ0133'FROM THE MADISON COUNTY COURT HOUSE IN RICHMOND, ABOUT 2.55
 GZ0133'MILES SOUTH OF THE SOUTH END OF CLAYS FERRY BRIDGE OVER KENTUCKY
 GZ0133'RIVER, 85 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 2 STORY
 GZ0133'FRAME HOUSE, 64 FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE TO
 GZ0133'THE SULEE FARM, 27.3 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 GZ0133'3 FEET WEST OF A BOARD FENCE.  A STANDARD U.S.C AND G.S.
 GZ0133'TRIANGULATION DISK SET IN TOP OF A CONCRETE POST FLUSH WITH
 GZ0133'GROUND AND STAMPED LAKE 2 1954.
 GZ0133
 GZ0133                          STATION RECOVERY (1961)
 GZ0133
 GZ0133'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1961 (EB)
 GZ0133'THE STATION, AZIMUTH AND REFERENCE MARK 3 WERE RECOVERED AS DESCRIBED
 GZ0133'AND IN GOOD CONDITION.  NO. 227 (KY. GEOD. SURVEY) HAS BEEN
 GZ0133'DESTROYED.  THE POST AND DISK WERE FOUND ALONGSIDE THE HIGHWAY.
 GZ0133'
 GZ0133'OLD DESCRIPTION AND THE TO REACH IS ADEQUATE.
 GZ0133'
 GZ0133'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0134 ***********************************************************************
 GZ0134  DESIGNATION -  LAKE 2 RM 3
 GZ0134  PID         -  GZ0134
 GZ0134  STATE/COUNTY-  KY/MADISON
 GZ0134  USGS QUAD   -  RICHMOND NORTH (1993)
 GZ0134
 GZ0134                         *CURRENT SURVEY CONTROL
 GZ0134  ___________________________________________________________________
 GZ0134* NAD 83(1986)-  37 50 50.     (N)    084 19 52.     (W)     SCALED    
 GZ0134* NAVD 88     -       302.24   (+/-2cm)     991.6    (feet)  VERTCON   
 GZ0134  ___________________________________________________________________
 GZ0134  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GZ0134
 GZ0134  VERT ORDER  -  ? (See Below)
 GZ0134
 GZ0134.The horizontal coordinates were scaled from a topographic map and have
 GZ0134.an estimated accuracy of +/- 6 seconds.
 GZ0134
 GZ0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ0134.The vertical order pertains to the NGVD 29 superseded value.
 GZ0134
 GZ0134.The geoid height was determined by GEOID03.
 GZ0134
 GZ0134;                    North         East    Units  Estimated Accuracy
 GZ0134;SPC KY1Z     - 1,168,960.    1,624,870.      MT  (+/- 180 meters Scaled)
 GZ0134
 GZ0134                          SUPERSEDED SURVEY CONTROL
 GZ0134
 GZ0134  NGVD 29 (??/??/92)  302.394  (m)          992.10   (f) ADJ UNCH    ?  
 GZ0134
 GZ0134.Superseded values are not recommended for survey control.
 GZ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0134.See file dsdata.txt to determine how the superseded data were derived.
 GZ0134
 GZ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG348922(NAD 83)
 GZ0134_MARKER: DR = REFERENCE MARK DISK
 GZ0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0134_STAMPING: LAKE 2 NO 3 1954
 GZ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0134+STABILITY: SURFACE MOTION
 GZ0134
 GZ0134  HISTORY     - Date     Condition        Report By
 GZ0134  HISTORY     - 1954     MONUMENTED       CGS
 GZ0134  HISTORY     - 1960     GOOD             PAS
 GZ0134
 GZ0134                          STATION DESCRIPTION
 GZ0134
 GZ0134'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0134'7.7 MI N FROM RICHMOND.
 GZ0134'ABOUT 7.7 MILES NORTHWEST AND NORTH ALONG U.S. HIGHWAY 25 AND
 GZ0134'421 FROM THE MADISON COUNTY COURT HOUSE IN RICHMOND, 2.55
 GZ0134'MILES SOUTH OF THE SOUTH END OF CLAYS FERRY BRIDGE OVER
 GZ0134'KENTUCKY RIVER, 47.0 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 GZ0134'29 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 2 STORY FRAME
 GZ0134'HOUSE, 15 FEET WEST OF BOARD FENCE, 2 FEET NORTH OF BOARD
 GZ0134'FENCE AND 2 FEET WEST OF A POWER POLE WITH TRANSFORMER.  A STANDARD
 GZ0134'U.S.C AND G.S. REFERENCE MARK DISK SET IN TOP OF CONCRETE POST
 GZ0134'FLUSH WITH GROUND AND STAMPED LAKE 2 NO. 3 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2123 ***********************************************************************
 HZ2123  DESIGNATION -  LAKELAND CENTRAL ST HOSP TANK
 HZ2123  PID         -  HZ2123
 HZ2123  STATE/COUNTY-  KY/JEFFERSON
 HZ2123  USGS QUAD   -  ANCHORAGE (1987)
 HZ2123
 HZ2123                         *CURRENT SURVEY CONTROL
 HZ2123  ___________________________________________________________________
 HZ2123* NAD 83(1993)-  38 16 38.68599(N)    085 33 22.38079(W)     ADJUSTED  
 HZ2123* NAVD 88     -                                                        
 HZ2123  ___________________________________________________________________
 HZ2123  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 HZ2123  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HZ2123
 HZ2123  HORZ ORDER  -  THIRD
 HZ2123
 HZ2123.The horizontal coordinates were established by classical geodetic methods
 HZ2123.and adjusted by the National Geodetic Survey in December 1995..
 HZ2123
 HZ2123
 HZ2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2123
 HZ2123.The geoid height was determined by GEOID03.
 HZ2123
 HZ2123;                    North         East     Units Scale Factor Converg.
 HZ2123;SPC KY1Z     - 1,215,778.518 1,516,954.921   MT  0.99992937   +0 07 08.3
 HZ2123;SPC KY1Z     - 3,988,766.69  4,976,876.27   sFT  0.99992937   +0 07 08.3
 HZ2123;SPC KY N     -    87,100.607   385,712.831   MT  0.99996754   -0 48 45.2
 HZ2123;SPC KY N     -   285,762.57  1,265,459.51   sFT  0.99996754   -0 48 45.2
 HZ2123;SPC IN E     -   336,291.340   109,664.097   MT  0.99996782   +0 04 06.3
 HZ2123;SPC IN E     - 1,103,315.84    359,789.62   sFT  0.99996782   +0 04 06.3
 HZ2123;UTM  16      - 4,237,581.032   626,284.440   MT  0.99979640   +0 53 40.2
 HZ2123
 HZ2123                          SUPERSEDED SURVEY CONTROL
 HZ2123
 HZ2123  NAD 83(1986)-  38 16 38.68970(N)    085 33 22.38698(W) AD(       ) 4
 HZ2123  NAD 27      -  38 16 38.44000(N)    085 33 22.53000(W) AD(       ) 3
 HZ2123
 HZ2123.Superseded values are not recommended for survey control.
 HZ2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2123.See file dsdata.txt to determine how the superseded data were derived.
 HZ2123
 HZ2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2628437581(NAD 83)
 HZ2123_MARKER: 53 = ELEVATED TANK
 HZ2123
 HZ2123  HISTORY     - Date     Condition        Report By
 HZ2123  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2123
 HZ2123                          STATION DESCRIPTION
 HZ2123
 HZ2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2123'THIS IS AN INTERSECTION STATION.
 HZ2123'
 HZ2123'THE STATION IS LOCATED IN THE NORTH EDGE OF THE SMALL COMMUNITY OF
 HZ2123'LAKELAND. IT IS A 6-LEGGED STEEL STRUCTURE, PAINTED IN
 HZ2123'SQUARES OF ORANGE AND WHITE, AND ABOUT 130 FEET HIGH.
 HZ2123'
 HZ2123'THE POINT INTERSECTED WAS THE RED WARNING LIGHT ON THE TOP OF THE
 HZ2123'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2124 ***********************************************************************
 HZ2124  DESIGNATION -  LAKELAND ST HOSP ADMIN E SPIRE
 HZ2124  PID         -  HZ2124
 HZ2124  STATE/COUNTY-  KY/JEFFERSON
 HZ2124  USGS QUAD   -  ANCHORAGE (1987)
 HZ2124
 HZ2124                         *CURRENT SURVEY CONTROL
 HZ2124  ___________________________________________________________________
 HZ2124* NAD 83(1993)-  38 16 40.63278(N)    085 33 17.23614(W)     ADJUSTED  
 HZ2124* NAVD 88     -                                                        
 HZ2124  ___________________________________________________________________
 HZ2124  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 HZ2124  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HZ2124
 HZ2124  HORZ ORDER  -  THIRD
 HZ2124
 HZ2124.The horizontal coordinates were established by classical geodetic methods
 HZ2124.and adjusted by the National Geodetic Survey in December 1995..
 HZ2124
 HZ2124
 HZ2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2124
 HZ2124.The geoid height was determined by GEOID03.
 HZ2124
 HZ2124;                    North         East     Units Scale Factor Converg.
 HZ2124;SPC KY1Z     - 1,215,838.801 1,517,079.831   MT  0.99992944   +0 07 11.5
 HZ2124;SPC KY1Z     - 3,988,964.47  4,977,286.08   sFT  0.99992944   +0 07 11.5
 HZ2124;SPC KY N     -    87,158.853   385,838.709   MT  0.99996751   -0 48 42.0
 HZ2124;SPC KY N     -   285,953.67  1,265,872.50   sFT  0.99996751   -0 48 42.0
 HZ2124;SPC IN E     -   336,351.515   109,789.065   MT  0.99996785   +0 04 09.5
 HZ2124;SPC IN E     - 1,103,513.26    360,199.62   sFT  0.99996785   +0 04 09.5
 HZ2124;UTM  16      - 4,237,642.992   626,408.506   MT  0.99979679   +0 53 43.4
 HZ2124
 HZ2124                          SUPERSEDED SURVEY CONTROL
 HZ2124
 HZ2124  NAD 83(1986)-  38 16 40.63668(N)    085 33 17.24231(W) AD(       ) 4
 HZ2124  NAD 27      -  38 16 40.39000(N)    085 33 17.39000(W) AD(       ) 3
 HZ2124
 HZ2124.Superseded values are not recommended for survey control.
 HZ2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2124.See file dsdata.txt to determine how the superseded data were derived.
 HZ2124
 HZ2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2640937643(NAD 83)
 HZ2124_MARKER: 89 = SPIRE
 HZ2124
 HZ2124  HISTORY     - Date     Condition        Report By
 HZ2124  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2124
 HZ2124                          STATION DESCRIPTION
 HZ2124
 HZ2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2124'THIS IS AN INTERSECTION STATION.
 HZ2124'THE STATION IS
 HZ2124'LOCATED IN THE NORTH EDGE OF THE SMALL COMMUNITY OF LAKELAND. THE
 HZ2124'BUILDING IS BUILT OF RED BRICK, AND HAS TWO SLATE COVERED SPIRES
 HZ2124'AT THE ENTRANCE OF THE BUILDING, WHICH ARE ABOUT 60 FEET HIGH.
 HZ2124'
 HZ2124'THE POINT INTERSECTED WAS THE APEX OF THE EAST SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2130 ***********************************************************************
 HZ2130  DESIGNATION -  LAKELAND ST HOSP ADMIN W SPIRE
 HZ2130  PID         -  HZ2130
 HZ2130  STATE/COUNTY-  KY/JEFFERSON
 HZ2130  USGS QUAD   -  ANCHORAGE (1987)
 HZ2130
 HZ2130                         *CURRENT SURVEY CONTROL
 HZ2130  ___________________________________________________________________
 HZ2130* NAD 83(1993)-  38 16 40.47530(N)    085 33 17.75975(W)     ADJUSTED  
 HZ2130* NAVD 88     -                                                        
 HZ2130  ___________________________________________________________________
 HZ2130  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 HZ2130  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HZ2130
 HZ2130  HORZ ORDER  -  THIRD
 HZ2130
 HZ2130.The horizontal coordinates were established by classical geodetic methods
 HZ2130.and adjusted by the National Geodetic Survey in December 1995..
 HZ2130
 HZ2130
 HZ2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2130
 HZ2130.The geoid height was determined by GEOID03.
 HZ2130
 HZ2130;                    North         East     Units Scale Factor Converg.
 HZ2130;SPC KY1Z     - 1,215,833.919 1,517,067.116   MT  0.99992943   +0 07 11.1
 HZ2130;SPC KY1Z     - 3,988,948.45  4,977,244.36   sFT  0.99992943   +0 07 11.1
 HZ2130;SPC KY N     -    87,154.179   385,825.915   MT  0.99996751   -0 48 42.3
 HZ2130;SPC KY N     -   285,938.34  1,265,830.52   sFT  0.99996751   -0 48 42.3
 HZ2130;SPC IN E     -   336,346.644   109,776.344   MT  0.99996784   +0 04 09.2
 HZ2130;SPC IN E     - 1,103,497.28    360,157.89   sFT  0.99996784   +0 04 09.2
 HZ2130;UTM  16      - 4,237,637.939   626,395.860   MT  0.99979675   +0 53 43.1
 HZ2130
 HZ2130                          SUPERSEDED SURVEY CONTROL
 HZ2130
 HZ2130  NAD 83(1986)-  38 16 40.47920(N)    085 33 17.76592(W) AD(       ) 4
 HZ2130  NAD 27      -  38 16 40.23000(N)    085 33 17.91000(W) AD(       ) 3
 HZ2130
 HZ2130.Superseded values are not recommended for survey control.
 HZ2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2130.See file dsdata.txt to determine how the superseded data were derived.
 HZ2130
 HZ2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2639637638(NAD 83)
 HZ2130_MARKER: 89 = SPIRE
 HZ2130
 HZ2130  HISTORY     - Date     Condition        Report By
 HZ2130  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2130
 HZ2130                          STATION DESCRIPTION
 HZ2130
 HZ2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2130'THIS IS AN INTERSECTION STATION.
 HZ2130'
 HZ2130'THE STATION IS LOCATED IN THE NORTH EDGE OF THE SMALL COMMUNITY OF
 HZ2130'LAKELAND. THE BUILDING IS BUILT OF RED BRICK, AND HAS TWO SLATE
 HZ2130'COVERED SPIRES AT THE ENTRANCE OF THE BUILDING, WHICH ARE ABOUT 60
 HZ2130'FEET HIGH.
 HZ2130'
 HZ2130'THE POINT INTERSECTED WAS THE APEX OF THE WEST SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3014 ***********************************************************************
 GZ3014  DESIGNATION -  LANCASTER
 GZ3014  PID         -  GZ3014
 GZ3014  STATE/COUNTY-  KY/GARRARD
 GZ3014  USGS QUAD   -  LANCASTER (1979)
 GZ3014
 GZ3014                         *CURRENT SURVEY CONTROL
 GZ3014  ___________________________________________________________________
 GZ3014* NAD 83(1993)-  37 36 13.45891(N)    084 35 03.43038(W)     ADJUSTED  
 GZ3014* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 GZ3014  ___________________________________________________________________
 GZ3014  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 GZ3014  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GZ3014
 GZ3014  HORZ ORDER  -  THIRD
 GZ3014
 GZ3014.The horizontal coordinates were established by classical geodetic methods
 GZ3014.and adjusted by the National Geodetic Survey in December 1995..
 GZ3014
 GZ3014.The orthometric height was scaled from a topographic map.
 GZ3014
 GZ3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3014
 GZ3014.The geoid height was determined by GEOID03.
 GZ3014
 GZ3014;                    North         East     Units Scale Factor Converg.
 GZ3014;SPC KY1Z     - 1,141,635.683 1,602,924.684   MT  0.99991621   +0 42 56.5
 GZ3014;SPC KY1Z     - 3,745,516.40  5,258,928.73   sFT  0.99991621   +0 42 56.5
 GZ3014;SPC KY S     -   641,618.882   602,928.891   MT  0.99995644   +0 42 25.1
 GZ3014;SPC KY S     - 2,105,044.62  1,978,109.20   sFT  0.99995644   +0 42 25.1
 GZ3014;UTM  16      - 4,164,594.509   713,245.656   MT  1.00016015   +1 28 28.6
 GZ3014
 GZ3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3014!SPC KY1Z     -   0.99995625  x   0.99991621  =   0.99987247
 GZ3014!SPC KY S     -   0.99995625  x   0.99995644  =   0.99991269
 GZ3014!UTM  16      -   0.99995625  x   1.00016015  =   1.00011639
 GZ3014
 GZ3014:                Primary Azimuth Mark                     Grid Az
 GZ3014:SPC KY1Z     -  LANCASTER MUNICIPAL TANK                 012 55 09.0
 GZ3014:SPC KY S     -  LANCASTER MUNICIPAL TANK                 012 55 40.4
 GZ3014:UTM  16      -  LANCASTER MUNICIPAL TANK                 012 09 36.9
 GZ3014
 GZ3014|---------------------------------------------------------------------|
 GZ3014| PID    Reference Object                     Distance      Geod. Az  |
 GZ3014|                                                           dddmmss.s |
 GZ3014| GZ3013 LANCASTER MUNICIPAL TANK            APPROX. 1.9 KM 0133805.5 |
 GZ3014| GZ3012 LANCASTER GARRARD CO CTHSE          APPROX. 1.8 KM 0151831.0 |
 GZ3014| DB6949 LANCASTER RM 1                       20.548 METERS 02222     |
 GZ3014| DB6948 LANCASTER AZ MK                                    0602300.1 |
 GZ3014| DB6950 LANCASTER RM 2                       10.461 METERS 32950     |
 GZ3014|---------------------------------------------------------------------|
 GZ3014
 GZ3014                          SUPERSEDED SURVEY CONTROL
 GZ3014
 GZ3014  NAD 83(1986)-  37 36 13.46744(N)    084 35 03.43705(W) AD(       ) 3
 GZ3014  NAD 27      -  37 36 13.17300(N)    084 35 03.65500(W) AD(       ) 3
 GZ3014
 GZ3014.Superseded values are not recommended for survey control.
 GZ3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3014.See file dsdata.txt to determine how the superseded data were derived.
 GZ3014
 GZ3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1324664595(NAD 83)
 GZ3014_MARKER: DS = TRIANGULATION STATION DISK
 GZ3014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ3014
 GZ3014  HISTORY     - Date     Condition        Report By
 GZ3014  HISTORY     - 1951     MONUMENTED       CGS
 GZ3014
 GZ3014                          STATION DESCRIPTION
 GZ3014
 GZ3014'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ3014'STATION IS LOCATED ABOUT 1 MILE SOUTH OF LANCASTER ON THE EAST SIDE
 GZ3014'OF U.S.HIGHWAY NO 27 AND ON PROPERTY OWNED BY MR.  RAY SCHOOLER. IT
 GZ3014'IS ABOUT 200 FEET NORTH OF BRICK HOUSE, 16 FEET NORTH OF THE CENTER
 GZ3014'OF DRIVEWAY, 8 FEET NORTHWEST OF A 24 INCH TREE AND 2 FEET SOUTH OF
 GZ3014'FENCE LINE. THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 GZ3014'STAMPED LANCASTER 1951.
 GZ3014'
 GZ3014'REFERENCE MARK NO 1 IS 19 FEET EAST OF THE CENTER OF U.S.HIGHWAY NO
 GZ3014'27 AND 3 FEET EAST OF FENCE LINE. THE MARK IS SET FLUSH WITH THE
 GZ3014'GROUND AND THE DISK STAMPED LANCASTER NO 1 1951.
 GZ3014'
 GZ3014'REFERENCE MARK NO 2 IS 42 FEET EAST OF THE CENTER OF U.S.HIGHWAY NO
 GZ3014'27 AND 2 FEET SOUTH OF FENCE LINE. THE MARK IS SET FLUSH WITH THE
 GZ3014'GROUND AND THE DISK STAMPED LANCASTER NO 2 1951.
 GZ3014'
 GZ3014'THE AZIMUTH MARK IS ABOUT 0.2 MILE NORTHEAST OF THE STATION, 15 FEET
 GZ3014'WEST OF THE CENTER OF U.S.HIGHWAY NO 27, 8 FEET SOUTH OF
 GZ3014'TELEPHONE POLE, 2 FEET SOUTHEAST OF GATE POST AND 2 FEET SOUTH OF
 GZ3014'WHITE WITNESS POST. THE MARK IS SET 4 INCHES BELOW THE GROUND
 GZ3014'SURFACE AND THE DISK IS STAMPED LANCASTER 1951.
 GZ3014'
 GZ3014'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN LANCASTER, GO SOUTH
 GZ3014'ON U.S.HIGHWAY NO 27 FOR 1 MILE TO THE AZIMUTH MARK ON THE WEST SIDE
 GZ3014'AS DESCRIBED, CONTINUE SOUTH ON HIGHWAY FOR 0.2 MILE TO DRIVEWAY ON
 GZ3014'EAST SIDE AND STATION AS DESCRIBED.
 GZ3014'
 GZ3014'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3012 ***********************************************************************
 GZ3012  DESIGNATION -  LANCASTER GARRARD CO CTHSE
 GZ3012  PID         -  GZ3012
 GZ3012  STATE/COUNTY-  KY/GARRARD
 GZ3012  USGS QUAD   -  LANCASTER (1979)
 GZ3012
 GZ3012                         *CURRENT SURVEY CONTROL
 GZ3012  ___________________________________________________________________
 GZ3012* NAD 83(1993)-  37 37 08.34234(N)    084 34 44.54344(W)     ADJUSTED  
 GZ3012* NAVD 88     -                                                        
 GZ3012  ___________________________________________________________________
 GZ3012  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 GZ3012  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GZ3012
 GZ3012  HORZ ORDER  -  THIRD
 GZ3012
 GZ3012.The horizontal coordinates were established by classical geodetic methods
 GZ3012.and adjusted by the National Geodetic Survey in December 1995..
 GZ3012
 GZ3012
 GZ3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3012
 GZ3012.The geoid height was determined by GEOID03.
 GZ3012
 GZ3012;                    North         East     Units Scale Factor Converg.
 GZ3012;SPC KY1Z     - 1,143,333.280 1,603,366.650   MT  0.99991498   +0 43 08.1
 GZ3012;SPC KY1Z     - 3,751,085.94  5,260,378.75   sFT  0.99991498   +0 43 08.1
 GZ3012;SPC KY S     -   643,316.482   603,371.134   MT  0.99995772   +0 42 36.5
 GZ3012;SPC KY S     - 2,110,614.16  1,979,560.13   sFT  0.99995772   +0 42 36.5
 GZ3012;UTM  16      - 4,166,298.231   713,665.194   MT  1.00016235   +1 28 42.0
 GZ3012
 GZ3012                          SUPERSEDED SURVEY CONTROL
 GZ3012
 GZ3012  NAD 83(1986)-  37 37 08.35107(N)    084 34 44.55032(W) AD(       ) 4
 GZ3012  NAD 27      -  37 37 08.06000(N)    084 34 44.76800(W) AD(       ) 3
 GZ3012
 GZ3012.Superseded values are not recommended for survey control.
 GZ3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3012.See file dsdata.txt to determine how the superseded data were derived.
 GZ3012
 GZ3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1366566298(NAD 83)
 GZ3012_MARKER: 87 = DOME
 GZ3012
 GZ3012  HISTORY     - Date     Condition        Report By
 GZ3012  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ3012
 GZ3012                          STATION DESCRIPTION
 GZ3012
 GZ3012'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ3012'STATION IS LOCATED IN THE CENTER OF LANCASTER ATOP THE GARRARD COUNTY
 GZ3012'COURTHOUSE. IT IS A WOODEN DOME ABOUT 20 FEET HIGH PAINTED
 GZ3012'BROWN. THE POINT OF INTERSECTION WAS THE CENTER OF THE TOP AT THE
 GZ3012'DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3013 ***********************************************************************
 GZ3013  DESIGNATION -  LANCASTER MUNICIPAL TANK
 GZ3013  PID         -  GZ3013
 GZ3013  STATE/COUNTY-  KY/GARRARD
 GZ3013  USGS QUAD   -  LANCASTER (1979)
 GZ3013
 GZ3013                         *CURRENT SURVEY CONTROL
 GZ3013  ___________________________________________________________________
 GZ3013* NAD 83(1993)-  37 37 12.04810(N)    084 34 45.56319(W)     ADJUSTED  
 GZ3013* NAVD 88     -                                                        
 GZ3013  ___________________________________________________________________
 GZ3013  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 GZ3013  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GZ3013
 GZ3013  HORZ ORDER  -  THIRD
 GZ3013
 GZ3013.The horizontal coordinates were established by classical geodetic methods
 GZ3013.and adjusted by the National Geodetic Survey in December 1995..
 GZ3013
 GZ3013
 GZ3013.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3013
 GZ3013.The geoid height was determined by GEOID03.
 GZ3013
 GZ3013;                    North         East     Units Scale Factor Converg.
 GZ3013;SPC KY1Z     - 1,143,447.198 1,603,340.214   MT  0.99991490   +0 43 07.5
 GZ3013;SPC KY1Z     - 3,751,459.68  5,260,292.02   sFT  0.99991490   +0 43 07.5
 GZ3013;SPC KY S     -   643,430.408   603,344.714   MT  0.99995781   +0 42 35.9
 GZ3013;SPC KY S     - 2,110,987.93  1,979,473.45   sFT  0.99995781   +0 42 35.9
 GZ3013;UTM  16      - 4,166,411.816   713,637.242   MT  1.00016221   +1 28 41.5
 GZ3013
 GZ3013                          SUPERSEDED SURVEY CONTROL
 GZ3013
 GZ3013  NAD 83(1986)-  37 37 12.05683(N)    084 34 45.57007(W) AD(       ) 4
 GZ3013  NAD 27      -  37 37 11.76700(N)    084 34 45.78800(W) AD(       ) 3
 GZ3013
 GZ3013.Superseded values are not recommended for survey control.
 GZ3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3013.See file dsdata.txt to determine how the superseded data were derived.
 GZ3013
 GZ3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1363766412(NAD 83)
 GZ3013_MARKER: 51 = TANK
 GZ3013
 GZ3013  HISTORY     - Date     Condition        Report By
 GZ3013  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ3013
 GZ3013                          STATION DESCRIPTION
 GZ3013
 GZ3013'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3293 ***********************************************************************
 GY3293  DESIGNATION -  LANGDON
 GY3293  PID         -  GY3293
 GY3293  STATE/COUNTY-  KY/LESLIE
 GY3293  USGS QUAD   -  BUCKHORN (1979)
 GY3293
 GY3293                         *CURRENT SURVEY CONTROL
 GY3293  ___________________________________________________________________
 GY3293* NAD 83(1993)-  37 18 32.38394(N)    083 23 15.98680(W)     ADJUSTED  
 GY3293* NAVD 88     -       494.     (meters)    1621.     (feet)  SCALED    
 GY3293  ___________________________________________________________________
 GY3293  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 GY3293  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GY3293
 GY3293  HORZ ORDER  -  SECOND
 GY3293
 GY3293.The horizontal coordinates were established by classical geodetic methods
 GY3293.and adjusted by the National Geodetic Survey in December 1995..
 GY3293
 GY3293.The orthometric height was scaled from a topographic map.
 GY3293
 GY3293.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3293
 GY3293.The geoid height was determined by GEOID03.
 GY3293
 GY3293;                    North         East     Units Scale Factor Converg.
 GY3293;SPC KY1Z     - 1,110,932.755 1,709,379.702   MT  0.99995365   +1 27 01.1
 GY3293;SPC KY1Z     - 3,644,785.21  5,608,189.91   sFT  0.99995365   +1 27 01.1
 GY3293;SPC KY S     -   610,890.871   709,378.538   MT  0.99994550   +1 25 57.4
 GY3293;SPC KY S     - 2,004,231.13  2,327,352.75   sFT  0.99994550   +1 25 57.4
 GY3293;UTM  17      - 4,131,824.588   288,391.646   MT  1.00015162   -1 26 52.1
 GY3293
 GY3293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3293!SPC KY1Z     -   0.99992743  x   0.99995365  =   0.99988108
 GY3293!SPC KY S     -   0.99992743  x   0.99994550  =   0.99987293
 GY3293!UTM  17      -   0.99992743  x   1.00015162  =   1.00007903
 GY3293
 GY3293|---------------------------------------------------------------------|
 GY3293| PID    Reference Object                     Distance      Geod. Az  |
 GY3293|                                                           dddmmss.s |
 GY3293| DB6954 LANGDON RM 1                         13.257 METERS 17954     |
 GY3293| DB6955 LANGDON RM 2                         13.609 METERS 24554     |
 GY3293| GY2754 CHERRY TREE                         APPROX.16.9 KM 2590211.1 |
 GY3293|---------------------------------------------------------------------|
 GY3293
 GY3293                          SUPERSEDED SURVEY CONTROL
 GY3293
 GY3293  NAD 83(1986)-  37 18 32.39144(N)    083 23 15.99207(W) AD(       ) 2
 GY3293  NAD 27      -  37 18 32.05500(N)    083 23 16.33900(W) AD(       ) 2
 GY3293
 GY3293.Superseded values are not recommended for survey control.
 GY3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3293.See file dsdata.txt to determine how the superseded data were derived.
 GY3293
 GY3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB8839231825(NAD 83)
 GY3293_MARKER: DS = TRIANGULATION STATION DISK
 GY3293_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3293_SP_SET: PREFABRICATED CONCRETE POST
 GY3293
 GY3293  HISTORY     - Date     Condition        Report By
 GY3293  HISTORY     - 1950     MONUMENTED       CGS
 GY3293  HISTORY     - 1974     GOOD             LOCSUR
 GY3293  HISTORY     - 1980     GOOD             LOCSUR
 GY3293
 GY3293                          STATION DESCRIPTION
 GY3293
 GY3293'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3293'STATION IS LOCATED ABOUT 11-1/2 MILES NORTHWEST OF HAZARD AND ABOUT
 GY3293'10 MILES NORTH OF HYDEN.  IT IS 20 FEET EAST OF A 10 INCH OAK TREE
 GY3293'WITH A TRIANGLE BLAZE ON THE EAST SIDE AND 13 FEET SOUTHEAST OF A
 GY3293'WHITE WITNESS POST.  THE MARK IS A CAST IRON PIPE 6 INCHES IN
 GY3293'DIAMETER FILLED WITH CONCRETE AND PROJECTS 6 INCHES WITH A STANDARD
 GY3293'TRIANGULATION BRONZE STATION MARK DISK ATOP STAMPED LANGDON
 GY3293'1950.
 GY3293'
 GY3293'REFERENCE MARK NO. 1 IS 38 FEET EAST OF A 36 INCH OAK TREE.  THE MARK
 GY3293'IS A CAST IRON PIPE 4 INCHES IN DIAMETER FILLED WITH CONCRETE AND
 GY3293'PROJECTS 6 INCHES WITH A STANDARD TRIANGULATION BRONZE REFERENCE MARK
 GY3293'DISK ATOP STAMPED LANGDON NO 1 1950.
 GY3293'
 GY3293'REFERENCE MARK NO. 2 IS 22 FEET NORTHWEST OF A 36 INCH OAK TREE.  THE
 GY3293'MARK IS A CAST IRON PIPE 4 INCHES IN DIAMETER FILLED WITH
 GY3293'CONCRETE AND PROJECTS 6 INCHES WITH A STANDARD TRIANGULATION BRONZE
 GY3293'REFERENCE MARK DISK ATOP STAMPED LANGDON NO 2 1950.
 GY3293'
 GY3293'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3293'
 GY3293'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 80 AND
 GY3293'NO. 15 WHICH IS ABOUT 2 MILES NORTH OF HAZARD, GO SOUTHWEST ON
 GY3293'STATE HIGHWAY NO. 80 FOR 6.0 MILES TO THE JUNCTION OF STATE HIGHWAY
 GY3293'NO. 451, TURN RIGHT ON STATE HIGHWAY NO. 451 AND GO 4.0 MILES TO
 GY3293'YERKES RAILROAD STATION, CONTINUE ON HIGHWAY FOR 4.6 MILES TO A ROAD
 GY3293'FORK, TURN LEFT AND GO 0.9 MILES TO A ROAD FORK, TURN LEFT AND GO
 GY3293'0.4 MILE TO A ROAD FORK, TURN RIGHT AND GO 1.2 MILES TO A ROAD FORK,
 GY3293'TURN LEFT AND GO 0.85 MILE TO HOUSE AND END OF ROAD, HERE PACK IN
 GY3293'A EASTERLY DIRECTION UP HOLLOW TO THE TOP OF HILL AND THE STATION
 GY3293'AS DESCRIBED.  (30 MINUTE PACK)
 GY3293'
 GY3293'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GY3293
 GY3293                          STATION RECOVERY (1974)
 GY3293
 GY3293'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (RWF)
 GY3293'LANGDON 1950 WITNESS POST LOST, MARK HAS NOT BEEN DISTURBED.
 GY3293'
 GY3293'LANGDON NO 1 1950 MARK HAS NOT BEEN DISTURBED.
 GY3293'
 GY3293'LANGDON NO 2 1950 MARK HAS NOT BEEN DISTURBED.
 GY3293'
 GY3293'NO REPAIR NEEDED TO REACH DESCRIPTION HAS A DIST. OF 0.9 MI. TO ROAD
 GY3293'FORK, TURN LEFT ETC, THERE IS NO ROAD FORK AT THIS LOCATION.
 GY3293'
 GY3293'DISTANCE AND DIRECTON FROM NEAREST TOWN--11-1/2 MI. NW OF HAZARD,
 GY3293'KY.
 GY3293
 GY3293                          STATION RECOVERY (1980)
 GY3293
 GY3293'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (BQ)
 GY3293'LONGDON 1950 RECOVERED IN GOOD CONDITON.
 GY3293'
 GY3293'RM NO 1 RECOVERED IN GOOD CONDITION.
 GY3293'
 GY3293'RM NO 2 RECOVERED IN GOOD CONDITION.
 GY3293'
 GY3293'DESCRIPTION NEED NOT BE CHANGED, ADEQUATE TO REACH STATION.
 GY3293'LARGE TREES HAVE NOW GROWN UP AROUND STATION.  TRAVERSING FROM
 GY3293'NORMAL HEIGHT OF INSTRUMENT WILL BE HARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1332 ***********************************************************************
 HA1332  DESIGNATION -  LANGLEY
 HA1332  PID         -  HA1332
 HA1332  STATE/COUNTY-  KY/GRAYSON
 HA1332  USGS QUAD   -  MC DANIELS (1979)
 HA1332
 HA1332                         *CURRENT SURVEY CONTROL
 HA1332  ___________________________________________________________________
 HA1332* NAD 83(1993)-  37 31 47.02435(N)    086 25 44.16694(W)     ADJUSTED  
 HA1332* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 HA1332  ___________________________________________________________________
 HA1332  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 HA1332  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HA1332
 HA1332  HORZ ORDER  -  FIRST
 HA1332
 HA1332.The horizontal coordinates were established by classical geodetic methods
 HA1332.and adjusted by the National Geodetic Survey in December 1995..
 HA1332
 HA1332.The orthometric height was scaled from a topographic map.
 HA1332
 HA1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1332
 HA1332.The geoid height was determined by GEOID03.
 HA1332
 HA1332;                    North         East     Units Scale Factor Converg.
 HA1332;SPC KY1Z     - 1,132,997.582 1,439,993.799   MT  0.99992314   -0 25 00.6
 HA1332;SPC KY1Z     - 3,717,176.23  4,724,379.66   sFT  0.99992314   -0 25 00.6
 HA1332;SPC KY S     -   632,985.666   439,992.102   MT  0.99995121   -0 24 42.3
 HA1332;SPC KY S     - 2,076,720.47  1,443,540.75   sFT  0.99995121   -0 24 42.3
 HA1332;UTM  16      - 4,153,792.742   550,456.653   MT  0.99963136   +0 20 52.4
 HA1332
 HA1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1332!SPC KY1Z     -   0.99996070  x   0.99992314  =   0.99988384
 HA1332!SPC KY S     -   0.99996070  x   0.99995121  =   0.99991191
 HA1332!UTM  16      -   0.99996070  x   0.99963136  =   0.99959207
 HA1332
 HA1332|---------------------------------------------------------------------|
 HA1332| PID    Reference Object                     Distance      Geod. Az  |
 HA1332|                                                           dddmmss.s |
 HA1332| CG8763 LANGLEY RM 1                         33.452 METERS 02633     |
 HA1332| CG8762 LANGLEY AZ MK                                      2133529.2 |
 HA1332| CG8764 LANGLEY RM 2                         26.625 METERS 26115     |
 HA1332|---------------------------------------------------------------------|
 HA1332
 HA1332                          SUPERSEDED SURVEY CONTROL
 HA1332
 HA1332  NAD 83(1986)-  37 31 47.03362(N)    086 25 44.17328(W) AD(       ) 1
 HA1332  NAD 27      -  37 31 46.84100(N)    086 25 44.24000(W) AD(       ) 1
 HA1332
 HA1332.Superseded values are not recommended for survey control.
 HA1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1332.See file dsdata.txt to determine how the superseded data were derived.
 HA1332
 HA1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG5045753793(NAD 83)
 HA1332_MARKER: DS = TRIANGULATION STATION DISK
 HA1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1332
 HA1332  HISTORY     - Date     Condition        Report By
 HA1332  HISTORY     - 1950     MONUMENTED       CGS
 HA1332  HISTORY     - 1982     GOOD             USE
 HA1332
 HA1332                          STATION DESCRIPTION
 HA1332
 HA1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1332'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF LEITCHFIELD AND 2 MILES
 HA1332'EAST OF SHORT CREEK ON A HIGH RIDGE OWNED BY GUS LANGLEY.  IT IS 57
 HA1332'FEET NORTH OF AN 18 INCH OAK TREE, 44 FEET EAST OF A 12 INCH WALNUT
 HA1332'TREE AND 12 FEET SOUTH OF A RAIL FENCE AND A WHITE WITNESS POST.
 HA1332'THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 HA1332'STAMPED LANGLEY 1950.
 HA1332'
 HA1332'REFERENCE MARK NO. 1 IS IN A NORTH-SOUTH WIRE FENCELINE AND 75 FEET
 HA1332'NORTH OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 HA1332'DISK IS STAMPED LANGLEY NO 1 1950.
 HA1332'
 HA1332'REFERENCE MARK NO. 2 IS IN THE EAST-WEST RAIL FENCELINE.  THE MARK
 HA1332'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LANGLEY NO 2
 HA1332'1950.
 HA1332'
 HA1332'AZIMUTH MARK IS ABOUT 400 FEET WEST OF MR. LANGLEYS HOUSE.  IT IS 9
 HA1332'FEET SOUTH OF THE CENTER OF THE LANE AND 1 FOOT NORTH OF A FENCE
 HA1332'AND WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 HA1332'DISK IS STAMPED LANGLEY 1950.
 HA1332'
 HA1332'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 AND THE
 HA1332'MAIN CROSSROAD IN SHORT CREEK, GO EAST ON HIGHWAY 54 FOR 2.0 MILES
 HA1332'TO A FARM LANE ON THE LEFT, TURN LEFT AND FOLLOW LANE 1.15 MILES TO
 HA1332'THE AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD, PASSING MR.
 HA1332'LANGLEYS HOUSE ON THE LEFT AND GO 0.15 MILE TO THE BARN.  THE STATION
 HA1332'IS ABOUT 0.25 MILE NORTHEAST OF THE BARN AND MR. LANGLEY WILL
 HA1332'SHOW THE WAY TO DRIVE OVER HIS FIELDS.
 HA1332'
 HA1332'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA1332
 HA1332                          STATION RECOVERY (1982)
 HA1332
 HA1332'RECOVERY NOTE BY US ENGINEERS 1982 (MKF)
 HA1332'LANGLEY RECOVERED GOOD.
 HA1332'
 HA1332'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HA1332'RECOVERED IN GOOD CONDITION.  MARKS ARE ON PROPERTY OF MR. LANGLEY.
 HA1332'A WITNESS POST WAS SET AT THE STATION.  STATION CAN ONLY BE REACHED
 HA1332'BY JEEP OR BY PACKING IN FROM THE EAST.  ABOUT A 20 MINUTE PACK.
 HA1332'
 HA1332'DISTANCE TO AZIMUTH MARK.  1408.10 FEET OR 429.191 M. (HORIZONTAL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3478 ***********************************************************************
 GA3478  DESIGNATION -  LAUREL
 GA3478  PID         -  GA3478
 GA3478  STATE/COUNTY-  KY/HARLAN
 GA3478  USGS QUAD   -  NOLANSBURG (1978)
 GA3478
 GA3478                         *CURRENT SURVEY CONTROL
 GA3478  ___________________________________________________________________
 GA3478* NAD 83(1993)-  36 59 46.96529(N)    083 12 50.71235(W)     ADJUSTED  
 GA3478* NAVD 88     -       738.     (meters)    2421.     (feet)  SCALED    
 GA3478  ___________________________________________________________________
 GA3478  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GA3478  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA3478
 GA3478  HORZ ORDER  -  SECOND
 GA3478
 GA3478.The horizontal coordinates were established by classical geodetic methods
 GA3478.and adjusted by the National Geodetic Survey in December 1995..
 GA3478
 GA3478.The orthometric height was scaled from a topographic map.
 GA3478
 GA3478.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3478
 GA3478.The geoid height was determined by GEOID03.
 GA3478
 GA3478;                    North         East     Units Scale Factor Converg.
 GA3478;SPC KY1Z     - 1,076,655.771 1,725,713.751   MT  1.00002194   +1 33 25.0
 GA3478;SPC KY1Z     - 3,532,328.14  5,661,779.20   sFT  1.00002194   +1 33 25.0
 GA3478;SPC KY S     -   576,609.810   725,701.049   MT  0.99996268   +1 32 16.6
 GA3478;SPC KY S     - 1,891,760.68  2,380,904.19   sFT  0.99996268   +1 32 16.6
 GA3478;UTM  17      - 4,096,762.163   302,976.279   MT  1.00007823   -1 19 58.0
 GA3478
 GA3478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3478!SPC KY1Z     -   0.99988906  x   1.00002194  =   0.99991100
 GA3478!SPC KY S     -   0.99988906  x   0.99996268  =   0.99985175
 GA3478!UTM  17      -   0.99988906  x   1.00007823  =   0.99996728
 GA3478
 GA3478|---------------------------------------------------------------------|
 GA3478| PID    Reference Object                     Distance      Geod. Az  |
 GA3478|                                                           dddmmss.s |
 GA3478| DB9563 LAUREL RM 1                          16.793 METERS 05751     |
 GA3478| DB9564 LAUREL RM 2                          14.035 METERS 12439     |
 GA3478| GY3282 BAD                                 APPROX.11.4 KM 3053807.8 |
 GA3478|---------------------------------------------------------------------|
 GA3478
 GA3478                          SUPERSEDED SURVEY CONTROL
 GA3478
 GA3478  NAD 83(1993)-  36 59 46.97214(N)    083 12 50.71415(W) AD(       ) 2
 GA3478  NAD 83(1986)-  36 59 46.97351(N)    083 12 50.71819(W) AD(       ) 2
 GA3478  NAD 27      -  36 59 46.64000(N)    083 12 51.09100(W) AD(       ) 2
 GA3478
 GA3478.Superseded values are not recommended for survey control.
 GA3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3478.See file dsdata.txt to determine how the superseded data were derived.
 GA3478
 GA3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0297696762(NAD 83)
 GA3478_MARKER: DS = TRIANGULATION STATION DISK
 GA3478_SETTING: 0 = UNSPECIFIED SETTING
 GA3478
 GA3478  HISTORY     - Date     Condition        Report By
 GA3478  HISTORY     - 1950     MONUMENTED       CGS
 GA3478  HISTORY     - 19850901 GOOD             THOMAS
 GA3478
 GA3478                          STATION DESCRIPTION
 GA3478
 GA3478'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3478'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF HYDEN AND ABOUT 12
 GA3478'MILES NORTHEAST OF
 GA3478'HARLAN.  IT IS 11 FEET NORTHWEST OF A 6 INCH HICKORY
 GA3478'TREE AND 3 FEET NORTH OF A
 GA3478'WHITE WITNESS POST.  THE MARK IS A CAST
 GA3478'IRON PIPE 6 INCHES IN DIAMETER FILLED WITH
 GA3478'CONCRETE AND PROJECTS 4
 GA3478'INCHES WITH A STANDARD TRIANGULATION STATION MARK DISK ATOP
 GA3478'STAMPED LAUREL
 GA3478'1950.
 GA3478'
 GA3478'REFERENCE MARK NO. 1.  THE MARK IS A CAST IRON PIPE 4 INCHES IN
 GA3478'DIAMETER FILLED WITH
 GA3478'CONCRETE AND PROJECTS 4 INCHES WITH A STANDARD TRIANGULATION
 GA3478'REFERENCE MARK DISK
 GA3478'ATOP STAMPED LAUREL NO 1 1950.
 GA3478'
 GA3478'REFERENCE MARK NO. 2.  THE MARK IS A CAST IRON PIPE 4 INCHES IN
 GA3478'DIAMETER FILLED WITH
 GA3478'CONCRETE AND PROJECTS 6 INCHES WITH A STANDARD TRIANGULATION
 GA3478'REFERENCE MARK DISK
 GA3478'ATOP STAMPED LAUREL NO 2 1950.
 GA3478'
 GA3478'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GA3478'
 GA3478'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 119 AND
 GA3478'NO. 421 WHICH IS ABOUT 1
 GA3478'MILE NORTH OF HARLAN, GO NORTHEAST ON U.S.  HIGHWAY
 GA3478'NO.  119 FOR 6.95 MILES TO PUTNEY
 GA3478'AND A BIG SAW MILL ON THE RIGHT,
 GA3478'CONTINUE ON HIGHWAY FOR 2.1 MILE TO A T-ROAD LEFT,
 GA3478'TURN LEFT AND GO
 GA3478'5.4 MILES TO A T-ROAD INTERSECTION, TURN RIGHT AND GO 0.15 MILE TO
 GA3478'WHERE ROAD FORKS,
 GA3478'TURN RIGHT AND GO 1.7 MILE TO WHERE ROAD FORKS,
 GA3478'TURN LEFT AND GO 3.25 MILES TO A
 GA3478'T-ROAD INTERSECTION, TURN RIGHT AND
 GA3478'GO 1.05 MILE TO A T-ROAD LEFT, TURN LEFT AND GO 0.4
 GA3478'MILE TO A HOUSE
 GA3478'ON THE LEFT, CONTINUE ON DIRT ROAD FOR 0.4 MILE TO AN OLD LOG CABIN
 GA3478'ON THE LEFT, THIS
 GA3478'IS END OF TRUCK TRAVEL, HERE PACK UP ALONG THE
 GA3478'NORTH EDGE OF A CULTIVATED FIELD TO
 GA3478'WOODS AND A FENCE ON THE RIGHT,
 GA3478'CROSS OVER FENCE AND GO UP HILL TO THE TOP OF RIDGE,
 GA3478'TURN RIGHT AND
 GA3478'GO UP RIDGE TO THE TOP AND THE STATION AS DESCRIBED.
 GA3478'
 GA3478'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 GA3478
 GA3478                          STATION RECOVERY (1985)
 GA3478
 GA3478'RECOVERY NOTE BY THOMAS ENG AND SURV 1985 (RGW)
 GA3478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2941 ***********************************************************************
 GZ2941  DESIGNATION -  LAUREL
 GZ2941  PID         -  GZ2941
 GZ2941  STATE/COUNTY-  KY/LAUREL
 GZ2941  USGS QUAD   -  LILY (1970)
 GZ2941
 GZ2941                         *CURRENT SURVEY CONTROL
 GZ2941  ___________________________________________________________________
 GZ2941* NAD 83(1993)-  37 02 10.57623(N)    084 01 26.77251(W)     ADJUSTED  
 GZ2941* NAVD 88     -       400.     (meters)    1312.     (feet)  SCALED    
 GZ2941  ___________________________________________________________________
 GZ2941  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 GZ2941  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GZ2941
 GZ2941  HORZ ORDER  -  FIRST
 GZ2941
 GZ2941.The horizontal coordinates were established by classical geodetic methods
 GZ2941.and adjusted by the National Geodetic Survey in December 1995..
 GZ2941
 GZ2941.The orthometric height was scaled from a topographic map.
 GZ2941
 GZ2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2941
 GZ2941.The geoid height was determined by GEOID03.
 GZ2941
 GZ2941;                    North         East     Units Scale Factor Converg.
 GZ2941;SPC KY1Z     - 1,079,435.894 1,653,544.960   MT  1.00001159   +1 03 34.7
 GZ2941;SPC KY1Z     - 3,541,449.26  5,425,005.42   sFT  1.00001159   +1 03 34.7
 GZ2941;SPC KY S     -   579,409.902   653,537.072   MT  0.99995884   +1 02 48.1
 GZ2941;SPC KY S     - 1,900,947.32  2,144,146.21   sFT  0.99995884   +1 02 48.1
 GZ2941;UTM  16      - 4,103,038.495   764,690.691   MT  1.00046317   +1 47 36.5
 GZ2941;UTM  17      - 4,103,173.879   231,020.456   MT  1.00049138   -1 49 21.3
 GZ2941
 GZ2941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2941!SPC KY1Z     -   0.99994200  x   1.00001159  =   0.99995358
 GZ2941!SPC KY S     -   0.99994200  x   0.99995884  =   0.99990084
 GZ2941!UTM  16      -   0.99994200  x   1.00046317  =   1.00040514
 GZ2941!UTM  17      -   0.99994200  x   1.00049138  =   1.00043335
 GZ2941
 GZ2941|---------------------------------------------------------------------|
 GZ2941| PID    Reference Object                     Distance      Geod. Az  |
 GZ2941|                                                           dddmmss.s |
 GZ2941| DB6957 LAUREL RM 1                           6.318 METERS 08302     |
 GZ2941| DB6958 LAUREL RM 2                          28.148 METERS 25555     |
 GZ2941| DB6956 LAUREL AZ MK                                       3331719.0 |
 GZ2941|---------------------------------------------------------------------|
 GZ2941
 GZ2941                          SUPERSEDED SURVEY CONTROL
 GZ2941
 GZ2941  NAD 83(1986)-  37 02 10.58367(N)    084 01 26.77674(W) AD(       ) 1
 GZ2941  NAD 27      -  37 02 10.25400(N)    084 01 27.02800(W) AD(       ) 1
 GZ2941
 GZ2941.Superseded values are not recommended for survey control.
 GZ2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2941.See file dsdata.txt to determine how the superseded data were derived.
 GZ2941
 GZ2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG6469103038(NAD 83)
 GZ2941_MARKER: DS = TRIANGULATION STATION DISK
 GZ2941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2941
 GZ2941  HISTORY     - Date     Condition        Report By
 GZ2941  HISTORY     - 1949     MONUMENTED       CGS
 GZ2941
 GZ2941                          STATION DESCRIPTION
 GZ2941
 GZ2941'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GZ2941'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF CORBIN AND 6 MILES
 GZ2941'SOUTHEAST OF LONDON ON THE HIGHEST HILL IN THE VICINITY. IT
 GZ2941'IS 25 FEET SOUTHEAST OF AN 8 INCH PINE TREE WITH A TRIANGLE BLAZED ON
 GZ2941'THE SOUTH SIDE, 25 FEET WEST OF THE EAST SLOPE OF THE HILL
 GZ2941'AND ONE FOOT WEST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4
 GZ2941'INCHES AND THE DISK IS STAMPED LAUREL 1949.
 GZ2941'
 GZ2941'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL. THE MARK
 GZ2941'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LAUREL NO 1
 GZ2941'1949.
 GZ2941'
 GZ2941'REFERENCE MARK NO. 2 IS 19 FEET EAST OF A 12 INCH PINE TREE AND 13
 GZ2941'FEET SOUTHEAST OF A 14 INCH PINE TREE. THE MARK PROJECTS ABOUT
 GZ2941'4 INCHES AND THE DISK IS STAMPED LAUREL NO 2 1949.
 GZ2941'
 GZ2941'AZIMUTH MARK IS 13 FEET WEST OF THE CENTER OF THE ROAD, 49 FEET EAST
 GZ2941'OF AN 18 INCH MAPLE TREE AND 3 FEET SOUTH OF A WHITE WITNESS
 GZ2941'POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LAUREL
 GZ2941'1949.
 GZ2941'
 GZ2941'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 25 AND STATE
 GZ2941'HIGHWAY 229 ABOUT ONE MILE SOUTH OF THE CENTER OF LONDON, GO
 GZ2941'SOUTH ON HIGHWAY 229 FOR 5.5 MILES TO A T-ROAD RIGHT, TURN RIGHT AND
 GZ2941'GO 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 GZ2941'CONTINUE 0.4 MILE TO LANE SHARP RIGHT, JUST BEFORE REACHING THE TOP
 GZ2941'OF THE HILL, TURN SHARP RIGHT AND GO TO THE TOP OF THE HILL
 GZ2941'AND STATION AS DESCRIBED.
 GZ2941'
 GZ2941'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2299 ***********************************************************************
 HY2299  DESIGNATION -  LAWRENCE
 HY2299  PID         -  HY2299
 HY2299  STATE/COUNTY-  KY/ELLIOTT
 HY2299  USGS QUAD   -  MAZIE (1978)
 HY2299
 HY2299                         *CURRENT SURVEY CONTROL
 HY2299  ___________________________________________________________________
 HY2299* NAD 83(1993)-  38 02 19.45095(N)    082 59 38.04686(W)     ADJUSTED  
 HY2299* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 HY2299  ___________________________________________________________________
 HY2299  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 HY2299  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY2299
 HY2299  HORZ ORDER  -  SECOND
 HY2299
 HY2299.The horizontal coordinates were established by classical geodetic methods
 HY2299.and adjusted by the National Geodetic Survey in December 1995..
 HY2299
 HY2299.The orthometric height was scaled from a topographic map.
 HY2299
 HY2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2299
 HY2299.The geoid height was determined by GEOID03.
 HY2299
 HY2299;                    North         East     Units Scale Factor Converg.
 HY2299;SPC KY1Z     - 1,192,842.315 1,741,890.291   MT  0.99990894   +1 41 31.7
 HY2299;SPC KY1Z     - 3,913,516.83  5,714,851.73   sFT  0.99990894   +1 41 31.7
 HY2299;SPC KY N     -    60,549.722   610,263.595   MT  0.99998988   +0 46 53.0
 HY2299;SPC KY N     -   198,653.55  2,002,173.14   sFT  0.99998988   +0 46 53.0
 HY2299;UTM  17      - 4,211,989.402   325,024.279   MT  0.99997709   -1 13 44.2
 HY2299
 HY2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2299!SPC KY1Z     -   0.99994959  x   0.99990894  =   0.99985853
 HY2299!SPC KY N     -   0.99994959  x   0.99998988  =   0.99993947
 HY2299!UTM  17      -   0.99994959  x   0.99997709  =   0.99992668
 HY2299
 HY2299|---------------------------------------------------------------------|
 HY2299| PID    Reference Object                     Distance      Geod. Az  |
 HY2299|                                                           dddmmss.s |
 HY2299| DB9566 LAWRENCE RM 2                        21.894 METERS 09417     |
 HY2299| HY2377 BUCK KNOB                           APPROX. 8.9 KM 2473024.2 |
 HY2299| DB9565 LAWRENCE RM 1                        22.885 METERS 35508     |
 HY2299|---------------------------------------------------------------------|
 HY2299
 HY2299                          SUPERSEDED SURVEY CONTROL
 HY2299
 HY2299  NAD 83(1986)-  38 02 19.45703(N)    082 59 38.05175(W) AD(       ) 2
 HY2299  NAD 27      -  38 02 19.14300(N)    082 59 38.45100(W) AD(       ) 2
 HY2299
 HY2299.Superseded values are not recommended for survey control.
 HY2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2299.See file dsdata.txt to determine how the superseded data were derived.
 HY2299
 HY2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC2502411989(NAD 83)
 HY2299_MARKER: DD = SURVEY DISK
 HY2299_SETTING: 0 = UNSPECIFIED SETTING
 HY2299
 HY2299  HISTORY     - Date     Condition        Report By
 HY2299  HISTORY     - 1949     MONUMENTED       CGS
 HY2299
 HY2299                          STATION DESCRIPTION
 HY2299
 HY2299'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2299'STATION IS LOCATED ABOUT 8 MILES EAST OF SANDY HOOK AND 8 MILES WEST
 HY2299'OF BLAINE ON THE SOUTH END OF A LONG RIDGE.  IT IS 31 FEET SOUTHEAST
 HY2299'OF A 30 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE, 19
 HY2299'FEET EAST OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE WEST
 HY2299'SIDE AND 3 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS A 3
 HY2299'INCH CAST IRON PIPE WHICH PROJECT ABOUT 4 INCHES AND THE DISK IS
 HY2299'WELDED TO THE TOP OF PIPE AND IS STAMPED LAWRENCE 1949.
 HY2299'
 HY2299'REFERENCE MARK NO.1 IS ON THE NORTH SLOPE OF HILL.  THE MARK IS A 3
 HY2299'INCH CAST IRON PIPE WHICH PROJECTS ABOUT 3 INCHES AND THE DISK IS
 HY2299'WELDED TO THE TOP OF PIPE AND IS STAMPED LAWRENCE NO 1 1949.
 HY2299'
 HY2299'REFERENCE MARK NO.2 IS ON THE CAST SIDE OF HILL.  THE MARK IS A 3
 HY2299'INCH CAST IRON PIPE WHICH PROJECTS ABOUT 2 INCHES AND THE DISK IS
 HY2299'WELDED TO THE TOP OF PIPE AND IS STAMPED LAWRENCE NO 2 1949.
 HY2299'
 HY2299'NO AZIMUTH MARK WAS SET AT THIS STATION.
 HY2299'
 HY2299'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 32 IN THE
 HY2299'NORTH SECTION OF SANDY HOOK, GO EAST ON HIGHWAY 32 FOR 9.5 MILES TO
 HY2299'AN OLD LOGGING ROAD LEFT.  (THIS IS ABOUT 200 FEET SOUTHEAST OF THE
 HY2299'ELLIOTT LAWRENCE COUNTY LINE.) FROM HERE PACK UPHILL TO THE EAST ON
 HY2299'OLD LOGGING ROAD FOR ABOUT 1/2 MILE TO STATION ON THE HIGHEST POINT
 HY2299'OF THE SECOND HILL TOP.  APPROXIMATELY 1/2 HOUR PACK.
 HY2299'
 HY2299'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2326 ***********************************************************************
 HY2326  DESIGNATION -  LAWSON
 HY2326  PID         -  HY2326
 HY2326  STATE/COUNTY-  KY/GREENUP
 HY2326  USGS QUAD   -  LOAD (1978)
 HY2326
 HY2326                         *CURRENT SURVEY CONTROL
 HY2326  ___________________________________________________________________
 HY2326* NAD 83(1993)-  38 36 51.66300(N)    082 53 04.53638(W)     ADJUSTED  
 HY2326* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 HY2326  ___________________________________________________________________
 HY2326  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 HY2326  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HY2326
 HY2326  HORZ ORDER  -  FIRST
 HY2326
 HY2326.The horizontal coordinates were established by classical geodetic methods
 HY2326.and adjusted by the National Geodetic Survey in April 1998..
 HY2326
 HY2326.The orthometric height was scaled from a topographic map.
 HY2326
 HY2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2326
 HY2326.The geoid height was determined by GEOID03.
 HY2326
 HY2326;                    North         East     Units Scale Factor Converg.
 HY2326;SPC KY1Z     - 1,256,992.048 1,749,519.404   MT  0.99998781   +1 45 33.3
 HY2326;SPC KY1Z     - 4,123,981.41  5,739,881.58   sFT  0.99998781   +1 45 33.3
 HY2326;SPC KY N     -   124,572.029   618,911.168   MT  0.99996536   +0 50 57.7
 HY2326;SPC KY N     -   408,700.07  2,030,544.39   sFT  0.99996536   +0 50 57.7
 HY2326;SPC OH S     -    68,273.582   566,503.205   MT  1.00002552   -0 14 38.5
 HY2326;UTM  17      - 4,275,666.488   335,920.988   MT  0.99993154   -1 10 35.0
 HY2326
 HY2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2326!SPC KY1Z     -   0.99996077  x   0.99998781  =   0.99994858
 HY2326!SPC KY N     -   0.99996077  x   0.99996536  =   0.99992614
 HY2326!SPC OH S     -   0.99996077  x   1.00002552  =   0.99998629
 HY2326!UTM  17      -   0.99996077  x   0.99993154  =   0.99989232
 HY2326
 HY2326:                Primary Azimuth Mark                     Grid Az
 HY2326:SPC KY1Z     -  HOWLAND                                  278 56 17.2
 HY2326:SPC KY N     -  HOWLAND                                  279 50 52.8
 HY2326:SPC OH S     -  HOWLAND                                  280 56 29.0
 HY2326:UTM  17      -  HOWLAND                                  281 52 25.5
 HY2326
 HY2326|---------------------------------------------------------------------|
 HY2326| PID    Reference Object                     Distance      Geod. Az  |
 HY2326|                                                           dddmmss.s |
 HY2326| HY2330 HOWLAND                             APPROX. 9.2 KM 2804150.5 |
 HY2326|---------------------------------------------------------------------|
 HY2326
 HY2326                          SUPERSEDED SURVEY CONTROL
 HY2326
 HY2326  NAD 83(1993)-  38 36 51.66427(N)    082 53 04.53765(W) AD(       ) 1
 HY2326  NAD 83(1986)-  38 36 51.67032(N)    082 53 04.54080(W) AD(       ) 1
 HY2326  NAD 27      -  38 36 51.38700(N)    082 53 04.93100(W) AD(       ) 1
 HY2326
 HY2326.Superseded values are not recommended for survey control.
 HY2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2326.See file dsdata.txt to determine how the superseded data were derived.
 HY2326
 HY2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC3592175666(NAD 83)
 HY2326_MARKER: DS = TRIANGULATION STATION DISK
 HY2326_SETTING: 80 = SET IN A BOULDER
 HY2326_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 HY2326
 HY2326  HISTORY     - Date     Condition        Report By
 HY2326  HISTORY     - 1929     MONUMENTED       CGS
 HY2326  HISTORY     - 1935     GOOD             CGS
 HY2326
 HY2326                          STATION DESCRIPTION
 HY2326
 HY2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 HY2326'STATION LAWSON IS REACHED FROM GREENUP, KENTUCKY BY FOLLOWING THE
 HY2326'RIVER ROAD (ALONG OHIO RIVER) NORTH FOR 3 MILES TO ROAD LEADING WEST
 HY2326'FROM RIVER ROAD.  FOLLOW THIS ROAD 0.6 MILE TO CREEK WHERE ROAD
 HY2326'FORKS. TAKE RIGHT HAND FORK AND FOLLOW 1.2 MILES TO THE BALDWIN
 HY2326'FARMHOUSE.  TAKE WOOD ROAD TO THE RIGHT AT THE BALDWIN HOUSE AND
 HY2326'FOLLOW 0.25 MILE TO FOOT OF DRY WASH RUNNING UP RAVINE TO RIGHT.
 HY2326'THIS IS THE LIMIT OF TRUCK TRAVEL.  FOLLOW WASH TO TOP OF RIDGE,
 HY2326'TURN RIGHT ALONG WIRE FENCE AND GO TO HIGHEST POINT WHERE A 30 INCH
 HY2326'OAK TREE IS USED AS A FENCE CORNER POST.  TURN LEFT AT THIS CORNER
 HY2326'AND FOLLOW FENCE ABOUT 175 METERS TO STATION, WHICH IS ON HIGH
 HY2326'POINT AT END OF RIDGE.  THE STATION IS ON THE PROLONGATION OF THE
 HY2326'FENCE LINE WHICH SWINGS SOUTH AT A 16 INCH OAK TREE CORNER POST, 22.1
 HY2326'METERS WEST OF THE STATION.  SURFACE MARK IS STANDARD DISK SET IN A
 HY2326'SANDSTONE ROCK 10 INCHES SQUARE AT TOP AND PROJECTING 3 INCHES ABOVE
 HY2326'SURFACE.  UNDERGROUND MARK IS STANDARD DISK SET IN SANDSTONE ROCK 3
 HY2326'FEET BELOW SURFACE.
 HY2326'
 HY2326'REFERENCE MARK NO.1, SOUTH OF STATION, IN A TRIANGULAR
 HY2326'SHAPED BOULDER WHICH JUTS OUT FROM THE HILLSIDE AT A POINT ABOUT 12
 HY2326'FEET BELOW THE LEVEL OF THE STATION MARK.
 HY2326'
 HY2326'REFERENCE MARK NO.2, SOUTHWEST OF STATION, ON HILLSIDE
 HY2326'BELOW TRAIL LEADING TO STATION.  THE MARK IS SET IN A VERY LARGE
 HY2326'BOULDER.
 HY2326'
 HY2326'HEIGHT OF SIGNAL ABOVE STATION MARK 31.4 METERS.
 HY2326
 HY2326                          STATION RECOVERY (1935)
 HY2326
 HY2326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 HY2326'THE DESCRIPTION ON THIS STATION IS EXACT AND EASILY FOLLOWED TO THE
 HY2326'POSITION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1328 ***********************************************************************
 HA1328  DESIGNATION -  LAYMAN
 HA1328  PID         -  HA1328
 HA1328  STATE/COUNTY-  KY/GRAYSON
 HA1328  USGS QUAD   -  MADRID (1993)
 HA1328
 HA1328                         *CURRENT SURVEY CONTROL
 HA1328  ___________________________________________________________________
 HA1328* NAD 83(1993)-  37 30 44.74210(N)    086 18 08.06791(W)     ADJUSTED  
 HA1328* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 HA1328  ___________________________________________________________________
 HA1328  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 HA1328  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 HA1328
 HA1328  HORZ ORDER  -  FIRST
 HA1328
 HA1328.The horizontal coordinates were established by classical geodetic methods
 HA1328.and adjusted by the National Geodetic Survey in December 1995..
 HA1328
 HA1328.The orthometric height was scaled from a topographic map.
 HA1328
 HA1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1328
 HA1328.The geoid height was determined by GEOID03.
 HA1328
 HA1328;                    North         East     Units Scale Factor Converg.
 HA1328;SPC KY1Z     - 1,131,003.745 1,451,179.878   MT  0.99992500   -0 20 20.6
 HA1328;SPC KY1Z     - 3,710,634.79  4,761,079.32   sFT  0.99992500   -0 20 20.6
 HA1328;SPC KY S     -   630,992.678   451,178.640   MT  0.99995023   -0 20 05.7
 HA1328;SPC KY S     - 2,070,181.81  1,480,241.92   sFT  0.99995023   -0 20 05.7
 HA1328;UTM  16      - 4,151,948.830   561,665.136   MT  0.99964684   +0 25 29.6
 HA1328
 HA1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1328!SPC KY1Z     -   0.99996213  x   0.99992500  =   0.99988713
 HA1328!SPC KY S     -   0.99996213  x   0.99995023  =   0.99991236
 HA1328!UTM  16      -   0.99996213  x   0.99964684  =   0.99960898
 HA1328
 HA1328:                Primary Azimuth Mark                     Grid Az
 HA1328:SPC KY1Z     -  LAYMAN AZ MK                             039 48 46.6
 HA1328:SPC KY S     -  LAYMAN AZ MK                             039 48 31.7
 HA1328:UTM  16      -  LAYMAN AZ MK                             039 02 56.4
 HA1328
 HA1328|---------------------------------------------------------------------|
 HA1328| PID    Reference Object                     Distance      Geod. Az  |
 HA1328|                                                           dddmmss.s |
 HA1328| CG8767 LAYMAN AZ MK                                       0392826.0 |
 HA1328| CG8768 LAYMAN RM 1                          32.507 METERS 04154     |
 HA1328| HA1407 LEITCHFIELD ST JOSEPH CATH CH       APPROX. 3.5 KM 1672810.4 |
 HA1328| HA1406 LEITCHFIELD MUNICIPAL TANK          APPROX. 3.3 KM 1682435.8 |
 HA1328| CG8769 LAYMAN RM 2                          37.478 METERS 28308     |
 HA1328|---------------------------------------------------------------------|
 HA1328
 HA1328                          SUPERSEDED SURVEY CONTROL
 HA1328
 HA1328  NAD 83(1986)-  37 30 44.75059(N)    086 18 08.07431(W) AD(       ) 1
 HA1328  NAD 27      -  37 30 44.55300(N)    086 18 08.16200(W) AD(       ) 1
 HA1328
 HA1328.Superseded values are not recommended for survey control.
 HA1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1328.See file dsdata.txt to determine how the superseded data were derived.
 HA1328
 HA1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6166551949(NAD 83)
 HA1328_MARKER: DS = TRIANGULATION STATION DISK
 HA1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1328
 HA1328  HISTORY     - Date     Condition        Report By
 HA1328  HISTORY     - 1950     MONUMENTED       CGS
 HA1328
 HA1328                          STATION DESCRIPTION
 HA1328
 HA1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1328'STATION IS LOCATED ABOUT 2 MILES NORTH OF LEITCHFIELD NEAR THE TOP OF
 HA1328'A HIGH KNOLL KNOWN LOCALLY AS LAYMANS KNOB AND IS ON THE PROPERTY OF
 HA1328'F. LAYMAN. IT IS 12 FEET WEST OF CENTER OF A DIRT FARM ROAD. THE MARK
 HA1328'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LAYMAN 1950.
 HA1328'(UNDERGROUND DISK IS STAMPED LAYMON 1950.)
 HA1328'
 HA1328'REFERENCE MARK NO. 1 IS 7 FEET WEST OF CENTER OF FARM RAOD AND 7 FEET
 HA1328'SOUTHEAST OF A 10- INCH APPLE TREE. THE MARK IS FLUSH WITH THE
 HA1328'GROUND AND THE DIKS IS STAMPED LAYMAN NO 1 1950.
 HA1328'
 HA1328'REFERENCE MARK NO. 2 IS 7 FEET NORTH OF CENTER OF FARM ROAD. THE MARK
 HA1328'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LAYMAN NO 2 1950.
 HA1328'
 HA1328'AZIMUTH MARK IS APPROXIMATELY 1.5 MILES NORTHEAST OF STATION, 22 FEET
 HA1328'WEST OF THE CENTER OF STATE HIGHWAY 65, 9 FEET SOUTH OF CENTER OF
 HA1328'A PRIVATE DRIVEWAY AND 1 FOOT WEST OF A WHITE WITNESS POST. THE MARK
 HA1328'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LAYMAN 1950.
 HA1328'
 HA1328'TO REACH STATION FROM THE GRAYSON COUNTY COURTHOUSE IN LEITCHFIELD,
 HA1328'GO NORTH ON STATE HIGHWAY 65 FOR 1.7 MILES TO A GRAVEL T ROAD
 HA1328'LEFT*, TURN LEFT AND GO WEST ON GRAVEL AND DIRT ROAD FOR 1.1 MILES
 HA1328'FOLLOWING MAIN TRACK ROAD TO CULTIVATED FIELD ON TOP OF HILL AND
 HA1328'STATION ON RIGHT AS DESCRIBED.
 HA1328'
 HA1328'*TO REACH AZIMUTH MARK FROM HERE, GO NORTH ON HIGHWAY 65 FOR 1.4
 HA1328'MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 HA1328'
 HA1328'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1341 ***********************************************************************
 GZ1341  DESIGNATION -  LEBANON
 GZ1341  PID         -  GZ1341
 GZ1341  STATE/COUNTY-  KY/MARION
 GZ1341  USGS QUAD   -  LEBANON WEST (1994)
 GZ1341
 GZ1341                         *CURRENT SURVEY CONTROL
 GZ1341  ___________________________________________________________________
 GZ1341* NAD 83(1986)-  37 34 12.     (N)    085 15 09.     (W)     SCALED    
 GZ1341* NAVD 88     -       242.696  (meters)     796.25   (feet)  ADJUSTED  
 GZ1341  ___________________________________________________________________
 GZ1341  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GZ1341  DYNAMIC HT  -         242.505 (meters)     795.62  (feet)  COMP
 GZ1341  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 GZ1341
 GZ1341  VERT ORDER  -  SECOND    CLASS 0
 GZ1341
 GZ1341.The horizontal coordinates were scaled from a topographic map and have
 GZ1341.an estimated accuracy of +/- 6 seconds.
 GZ1341
 GZ1341.The orthometric height was determined by differential leveling
 GZ1341.and adjusted by the National Geodetic Survey in June 1991..
 GZ1341
 GZ1341.The geoid height was determined by GEOID03.
 GZ1341
 GZ1341.The dynamic height is computed by dividing the NAVD 88
 GZ1341.geopotential number by the normal gravity value computed on the
 GZ1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1341.degrees latitude (g = 980.6199 gals.).
 GZ1341
 GZ1341.The modeled gravity was interpolated from observed gravity values.
 GZ1341
 GZ1341;                    North         East    Units  Estimated Accuracy
 GZ1341;SPC KY1Z     - 1,137,370.    1,543,950.      MT  (+/- 180 meters Scaled)
 GZ1341
 GZ1341                          SUPERSEDED SURVEY CONTROL
 GZ1341
 GZ1341  NGVD 29 (??/??/92)  242.831  (m)          796.69   (f) ADJ UNCH    2 0
 GZ1341
 GZ1341.Superseded values are not recommended for survey control.
 GZ1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1341.See file dsdata.txt to determine how the superseded data were derived.
 GZ1341
 GZ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG543595(NAD 83)
 GZ1341_MARKER: DB = BENCH MARK DISK
 GZ1341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1341_SP_SET: FOUNDATION
 GZ1341_STAMPING: LEBANON 1935
 GZ1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1341
 GZ1341  HISTORY     - Date     Condition        Report By
 GZ1341  HISTORY     - 1935     MONUMENTED       CGS
 GZ1341  HISTORY     - 1951     GOOD             NGS
 GZ1341
 GZ1341                          STATION DESCRIPTION
 GZ1341
 GZ1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GZ1341'AT LEBANON.
 GZ1341'AT LEBANON, MARION COUNTY, AT THE INTERSECTION OF MAIN AND
 GZ1341'SPALDING STREETS, 3.4 FEET WEST OF THE SOUTHEAST CORNER OF THE
 GZ1341'POST OFFICE, IN THE FACE OF THE SOUTH FOUNDATION, 39 FEET WEST
 GZ1341'OF THE CENTERLINE OF THE MAIN STREET, 31 FEET NORTH OF THE
 GZ1341'CENTERLINE OF SPALDING STREET, AND ABOUT 3 FEET ABOVE GROUND.
 GZ1341'A STANDARD DISK, STAMPED LEBANON 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2685 ***********************************************************************
 GZ2685  DESIGNATION -  LEBANON CATHOLIC CHURCH SPIRE
 GZ2685  PID         -  GZ2685
 GZ2685  STATE/COUNTY-  KY/MARION
 GZ2685  USGS QUAD   -  LEBANON WEST (1994)
 GZ2685
 GZ2685                         *CURRENT SURVEY CONTROL
 GZ2685  ___________________________________________________________________
 GZ2685* NAD 83(1993)-  37 34 05.93336(N)    085 15 05.52731(W)     ADJUSTED  
 GZ2685* NAVD 88     -                                                        
 GZ2685  ___________________________________________________________________
 GZ2685  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 GZ2685  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GZ2685
 GZ2685  HORZ ORDER  -  THIRD
 GZ2685
 GZ2685.The horizontal coordinates were established by classical geodetic methods
 GZ2685.and adjusted by the National Geodetic Survey in December 1995..
 GZ2685
 GZ2685
 GZ2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2685
 GZ2685.The geoid height was determined by GEOID03.
 GZ2685
 GZ2685;                    North         East     Units Scale Factor Converg.
 GZ2685;SPC KY1Z     - 1,137,179.126 1,544,033.008   MT  0.99991932   +0 18 21.7
 GZ2685;SPC KY1Z     - 3,730,895.18  5,065,714.96   sFT  0.99991932   +0 18 21.7
 GZ2685;SPC KY S     -   637,168.571   544,034.528   MT  0.99995373   +0 18 08.3
 GZ2685;SPC KY S     - 2,090,443.89  1,784,886.61   sFT  0.99995373   +0 18 08.3
 GZ2685;UTM  16      - 4,159,357.171   654,412.220   MT  0.99989369   +1 03 58.5
 GZ2685
 GZ2685                          SUPERSEDED SURVEY CONTROL
 GZ2685
 GZ2685  NAD 83(1986)-  37 34 05.94242(N)    085 15 05.53576(W) AD(       ) 4
 GZ2685  NAD 27      -  37 34 05.69000(N)    085 15 05.66000(W) AD(       ) 3
 GZ2685
 GZ2685.Superseded values are not recommended for survey control.
 GZ2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2685.See file dsdata.txt to determine how the superseded data were derived.
 GZ2685
 GZ2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5441259357(NAD 83)
 GZ2685_MARKER: 90 = CHURCH SPIRE
 GZ2685
 GZ2685  HISTORY     - Date     Condition        Report By
 GZ2685  HISTORY     - 1883     FIRST OBSERVED   CGS
 GZ2685
 GZ2685                          STATION DESCRIPTION
 GZ2685
 GZ2685'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (JFP)
 GZ2685'THE LARGE GILT CROSS ON THE TOP OF THE SPIRE OF THE LARGE ROMAN
 GZ2685'CATHOLIC CHURCH IN LEBANON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2782 ***********************************************************************
 GZ2782  DESIGNATION -  LEBANON JUNCTION KNOB
 GZ2782  PID         -  GZ2782
 GZ2782  STATE/COUNTY-  KY/BULLITT
 GZ2782  USGS QUAD   -  LEBANON JUNCTION (1991)
 GZ2782
 GZ2782                         *CURRENT SURVEY CONTROL
 GZ2782  ___________________________________________________________________
 GZ2782* NAD 83(1993)-  37 50 14.32099(N)    085 43 13.82671(W)     ADJUSTED  
 GZ2782* NAVD 88     -                                                        
 GZ2782  ___________________________________________________________________
 GZ2782  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 GZ2782  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 GZ2782
 GZ2782  HORZ ORDER  -  THIRD
 GZ2782
 GZ2782.The horizontal coordinates were established by classical geodetic methods
 GZ2782.and adjusted by the National Geodetic Survey in December 1995..
 GZ2782
 GZ2782
 GZ2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2782
 GZ2782.The geoid height was determined by GEOID03.
 GZ2782
 GZ2782;                    North         East     Units Scale Factor Converg.
 GZ2782;SPC KY1Z     - 1,166,915.424 1,502,595.872   MT  0.99990517   +0 01 05.2
 GZ2782;SPC KY1Z     - 3,828,455.02  4,929,766.62   sFT  0.99990517   +0 01 05.2
 GZ2782;SPC KY N     -    38,473.817   370,559.543   MT  1.00002209   -0 54 53.1
 GZ2782;SPC KY N     -   126,226.18  1,215,744.10   sFT  1.00002209   -0 54 53.1
 GZ2782;SPC KY S     -   666,907.984   502,596.076   MT  0.99998389   +0 01 04.4
 GZ2782;SPC KY S     - 2,188,013.94  1,648,933.96   sFT  0.99998389   +0 01 04.4
 GZ2782;UTM  16      - 4,188,535.835   612,586.085   MT  0.99975612   +0 47 05.8
 GZ2782
 GZ2782                          SUPERSEDED SURVEY CONTROL
 GZ2782
 GZ2782  NAD 83(1986)-  37 50 14.32781(N)    085 43 13.83495(W) AD(       ) 4
 GZ2782  NAD 27      -  37 50 14.09000(N)    085 43 13.97000(W) AD(       ) 3
 GZ2782
 GZ2782.Superseded values are not recommended for survey control.
 GZ2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2782.See file dsdata.txt to determine how the superseded data were derived.
 GZ2782
 GZ2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG1258688536(NAD 83)
 GZ2782_MARKER: 61 = POLE
 GZ2782
 GZ2782  HISTORY     - Date     Condition        Report By
 GZ2782  HISTORY     - 1883     FIRST OBSERVED   CGS
 GZ2782
 GZ2782                          STATION DESCRIPTION
 GZ2782
 GZ2782'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (JFP)
 GZ2782'ABOUT ONE MILE FROM LEBANON JUNCTION NEAR THE ROAD TO BELMONT
 GZ2782'FURNACE, ON THE TOP OF THE MOST CONSPICUOUS KNOB IN THE VICINITY,
 GZ2782'ON LAND BELONGING TO MR. THOMPSON, WHO LIVES NEAR THE BASE OF THE
 GZ2782'HILL. THE STATION IS A POLE IN THE TOP OF A HICKORY TREE WHICH IS
 GZ2782'MARKED WITH A TRIANGULAR BLAZE ON THE EAST SIDE. THREE OTHER HICKORY
 GZ2782'TREES, EACH MARKED WITH A BLAZE, ARE AT THE FOLLOWING DISTANCES
 GZ2782'AND DIRECTIONS FROM THE STATION- 3.7 METERS N 45 DEG W, 2.9 METERS S
 GZ2782'85 DEG W, AND 4.6 METERS S83 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2686 ***********************************************************************
 GZ2686  DESIGNATION -  LEBANON MUNICIPAL STANDPIPE
 GZ2686  PID         -  GZ2686
 GZ2686  STATE/COUNTY-  KY/MARION
 GZ2686  USGS QUAD   -  LEBANON WEST (1994)
 GZ2686
 GZ2686                         *CURRENT SURVEY CONTROL
 GZ2686  ___________________________________________________________________
 GZ2686* NAD 83(1993)-  37 35 15.63383(N)    085 15 01.64117(W)     ADJUSTED  
 GZ2686* NAVD 88     -                                                        
 GZ2686  ___________________________________________________________________
 GZ2686  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 GZ2686  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 GZ2686
 GZ2686  HORZ ORDER  -  THIRD
 GZ2686
 GZ2686.The horizontal coordinates were established by classical geodetic methods
 GZ2686.and adjusted by the National Geodetic Survey in December 1995..
 GZ2686
 GZ2686
 GZ2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2686
 GZ2686.The geoid height was determined by GEOID03.
 GZ2686
 GZ2686;                    North         East     Units Scale Factor Converg.
 GZ2686;SPC KY1Z     - 1,139,328.305 1,544,116.863   MT  0.99991757   +0 18 24.1
 GZ2686;SPC KY1Z     - 3,737,946.28  5,065,990.07   sFT  0.99991757   +0 18 24.1
 GZ2686;SPC KY S     -   639,317.822   544,118.527   MT  0.99995516   +0 18 10.6
 GZ2686;SPC KY S     - 2,097,495.22  1,785,162.20   sFT  0.99995516   +0 18 10.6
 GZ2686;UTM  16      - 4,161,507.221   654,467.543   MT  0.99989390   +1 04 02.6
 GZ2686
 GZ2686                          SUPERSEDED SURVEY CONTROL
 GZ2686
 GZ2686  NAD 83(1986)-  37 35 15.64274(N)    085 15 01.64936(W) AD(       ) 4
 GZ2686  NAD 27      -  37 35 15.41300(N)    085 15 01.79500(W) AD(       ) 3
 GZ2686
 GZ2686.Superseded values are not recommended for survey control.
 GZ2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2686.See file dsdata.txt to determine how the superseded data were derived.
 GZ2686
 GZ2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5446861507(NAD 83)
 GZ2686_MARKER: 52 = STANDPIPE TANK
 GZ2686
 GZ2686  HISTORY     - Date     Condition        Report By
 GZ2686  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2686
 GZ2686                          STATION DESCRIPTION
 GZ2686
 GZ2686'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2686'STATION IS LOCATED ABOUT 1 MILE NORTH OF LEBANON ABOUT 0.05 MILE EAST
 GZ2686'OF STATE HIGHWAY 55. IT IS A METAL STANDPIPE ABOUT 80 FEET HIGH
 GZ2686'AND 30 FEET IN DIAMETER AND IS PAINTED SILVER. THE POINT OF
 GZ2686'INTERSECTION WAS A METAL BALL AT THE APEX OF THE ROOF OF THE
 GZ2686'STANDPIPE.
 GZ2686'
 GZ2686'TO REACH THE STATION FROM THE INTERSECTION OF SPALDING AVENUE AND
 GZ2686'MAIN STREET AT THE POST OFFICE IN LEBANON, GO NORTHWEST AND
 GZ2686'NORTH ON SPALDING AVENUE (STATE HIGHWAY 55) FOR 1.4 MILE TO THE TOP
 GZ2686'OF A HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2687 ***********************************************************************
 GZ2687  DESIGNATION -  LEBANON SCHENLEY DISTILL TANK
 GZ2687  PID         -  GZ2687
 GZ2687  STATE/COUNTY-  KY/MARION
 GZ2687  USGS QUAD   -  LEBANON WEST (1994)
 GZ2687
 GZ2687                         *CURRENT SURVEY CONTROL
 GZ2687  ___________________________________________________________________
 GZ2687* NAD 83(1993)-  37 33 52.96569(N)    085 16 11.51510(W)     ADJUSTED  
 GZ2687* NAVD 88     -                                                        
 GZ2687  ___________________________________________________________________
 GZ2687  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GZ2687  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GZ2687
 GZ2687  HORZ ORDER  -  THIRD
 GZ2687
 GZ2687.The horizontal coordinates were established by classical geodetic methods
 GZ2687.and adjusted by the National Geodetic Survey in December 1995..
 GZ2687
 GZ2687
 GZ2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2687
 GZ2687.The geoid height was determined by GEOID03.
 GZ2687
 GZ2687;                    North         East     Units Scale Factor Converg.
 GZ2687;SPC KY1Z     - 1,136,770.879 1,542,415.862   MT  0.99991966   +0 17 41.2
 GZ2687;SPC KY1Z     - 3,729,555.79  5,060,409.37   sFT  0.99991966   +0 17 41.2
 GZ2687;SPC KY S     -   636,760.414   542,417.301   MT  0.99995347   +0 17 28.3
 GZ2687;SPC KY S     - 2,089,104.79  1,779,580.76   sFT  0.99995347   +0 17 28.3
 GZ2687;UTM  16      - 4,158,927.516   652,800.679   MT  0.99988759   +1 03 18.0
 GZ2687
 GZ2687                          SUPERSEDED SURVEY CONTROL
 GZ2687
 GZ2687  NAD 83(1986)-  37 33 52.97441(N)    085 16 11.52329(W) AD(       ) 4
 GZ2687  NAD 27      -  37 33 52.74000(N)    085 16 11.67200(W) AD(       ) 3
 GZ2687
 GZ2687.Superseded values are not recommended for survey control.
 GZ2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2687.See file dsdata.txt to determine how the superseded data were derived.
 GZ2687
 GZ2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5280158928(NAD 83)
 GZ2687_MARKER: 51 = TANK
 GZ2687
 GZ2687  HISTORY     - Date     Condition        Report By
 GZ2687  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ2687
 GZ2687                          STATION DESCRIPTION
 GZ2687
 GZ2687'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2687'STATION IS LOCATED IN THE SOUTHWEST SECTION OF LEBANON, ON THE
 GZ2687'GROUNDS OF GEO. T. STAGG PLANT OF SCHENLEY DISTILLERS INC. IT IS A
 GZ2687'SIX LEGGED STEEL STRUCTURE WITH A TANK ATOP AND IS ABOUT 140 FEET
 GZ2687'HIGH. THE TANK IS PAINTED BLACK WITH A SILVER ROOF AND HAS THE
 GZ2687'LEGEND SCHENLEY DISTILLERS INC. LEBANON, KY. PLANT PAINTED IN SILVER
 GZ2687'LETTERS AND SCRIPT ON THE SIDE OF THE TANK. THE POINT OF
 GZ2687'INTERSECTION WAS A METAL BALL AT THE APEX OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2690 ***********************************************************************
 GZ2690  DESIGNATION -  LEBANPORT
 GZ2690  PID         -  GZ2690
 GZ2690  STATE/COUNTY-  KY/MARION
 GZ2690  USGS QUAD   -  LEBANON WEST (1994)
 GZ2690
 GZ2690                         *CURRENT SURVEY CONTROL
 GZ2690  ___________________________________________________________________
 GZ2690* NAD 83(1993)-  37 36 47.09862(N)    085 17 04.89102(W)     ADJUSTED  
 GZ2690* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 GZ2690  ___________________________________________________________________
 GZ2690  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 GZ2690  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 GZ2690
 GZ2690  HORZ ORDER  -  SECOND
 GZ2690
 GZ2690.This mark is at Lebanon-Springfield Airport (6I2)
 GZ2690
 GZ2690.The horizontal coordinates were established by classical geodetic methods
 GZ2690.and adjusted by the National Geodetic Survey in December 1995..
 GZ2690
 GZ2690.The orthometric height was scaled from a topographic map.
 GZ2690
 GZ2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2690
 GZ2690.The geoid height was determined by GEOID03.
 GZ2690
 GZ2690;                    North         East     Units Scale Factor Converg.
 GZ2690;SPC KY1Z     - 1,142,132.288 1,541,079.298   MT  0.99991545   +0 17 08.5
 GZ2690;SPC KY1Z     - 3,747,145.68  5,056,024.33   sFT  0.99991545   +0 17 08.5
 GZ2690;SPC KY S     -   642,122.108   541,081.018   MT  0.99995722   +0 16 55.9
 GZ2690;SPC KY S     - 2,106,695.62  1,775,196.64   sFT  0.99995722   +0 16 55.9
 GZ2690;UTM  16      - 4,164,270.531   651,393.089   MT  0.99988232   +1 02 49.5
 GZ2690
 GZ2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2690!SPC KY1Z     -   0.99996333  x   0.99991545  =   0.99987878
 GZ2690!SPC KY S     -   0.99996333  x   0.99995722  =   0.99992055
 GZ2690!UTM  16      -   0.99996333  x   0.99988232  =   0.99984565
 GZ2690
 GZ2690:                Primary Azimuth Mark                     Grid Az
 GZ2690:SPC KY1Z     -  LEBANON MUNICIPAL STANDPIPE              132 42 36.8
 GZ2690:SPC KY S     -  LEBANON MUNICIPAL STANDPIPE              132 42 49.4
 GZ2690:UTM  16      -  LEBANON MUNICIPAL STANDPIPE              131 56 55.8
 GZ2690
 GZ2690|---------------------------------------------------------------------|
 GZ2690| PID    Reference Object                     Distance      Geod. Az  |
 GZ2690|                                                           dddmmss.s |
 GZ2690| GZ2686 LEBANON MUNICIPAL STANDPIPE         APPROX. 4.1 KM 1325945.3 |
 GZ2690| GZ1431 G 227                                              1431214.6 |
 GZ2690| GZ1432 F 227                                18.303 METERS 15744     |
 GZ2690| GZ2692 VATOW                               APPROX. 9.3 KM 2393218.4 |
 GZ2690| GZ1433 E 227                                 5.829 METERS 28816     |
 GZ2690|---------------------------------------------------------------------|
 GZ2690
 GZ2690                          SUPERSEDED SURVEY CONTROL
 GZ2690
 GZ2690  NAD 83(1986)-  37 36 47.10716(N)    085 17 04.89927(W) AD(       ) 2
 GZ2690  NAD 27      -  37 36 46.88000(N)    085 17 05.04300(W) AD(       ) 2
 GZ2690
 GZ2690.Superseded values are not recommended for survey control.
 GZ2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2690.See file dsdata.txt to determine how the superseded data were derived.
 GZ2690
 GZ2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG5139364271(NAD 83)
 GZ2690_MARKER: DS = TRIANGULATION STATION DISK
 GZ2690_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GZ2690
 GZ2690  HISTORY     - Date     Condition        Report By
 GZ2690  HISTORY     - 1951     MONUMENTED       CGS
 GZ2690
 GZ2690                          STATION DESCRIPTION
 GZ2690
 GZ2690'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2690'STATION IS LOCATED AT THE LEBANON AIRPORT, ABOUT 3-1/2 MILES
 GZ2690'NORTHWEST OF LEBANON. IT IS 36 FEET NORTHEAST OF THE CENTER OF
 GZ2690'STATE HIGHWAY NO. 429, 14.6 FEET SOUTEAST OF THE SOUTHEAST CORNER OF
 GZ2690'HANGAR BUILDING AND 14 FEET NORTHEAST OF A 10 INCH WALNUT TREE WITH
 GZ2690'A TRIANGLE BLAZE ON THE NORTH SIDE. THE MARK IS UNDERGROUND 20 INCHES
 GZ2690'AND THE DISK IS STAMPED LEBANPORT 1951.
 GZ2690'
 GZ2690'BM F 227 WAS USED AS A REFERENCE MARK. IT IS 25 FEET NORTHEAST OF THE
 GZ2690'CENTER OF HIGHWAY. THE MARK IS A ROUND CONCRETE POST 8 INCHES IN
 GZ2690'DIAMETER WHICH PROJECTS 4 INCHES WITH A BRONZE USC AND GS BENCH MARK
 GZ2690'DISK SET IN THE TOP STAMPED F 227 1951.
 GZ2690'
 GZ2690'BM E 227 WAS USED AS A REFERENCE MARK. IT IS 24 FEET NORTHEAST OF THE
 GZ2690'CENTER OF HIGHWAY, 8 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 GZ2690'OF HANGAR BUILDING AND 2 FEET NORTHWEST OF A WHITE WITNESS POST. THE
 GZ2690'MARK IS A ROUND CONCRETE POST 8 INCHES IN DIAMETER WHICH
 GZ2690'PROJECTS 2 INCHES WITH A BRONZE USC AND GS BENCH MARK DISK SET IN THE
 GZ2690'TIP STAMPED E 227 1951.
 GZ2690'
 GZ2690'BM G 227 WAS USED AS THE AZIMUTH MARK. IT IS 70 FEET NORTHEAST OF THE
 GZ2690'CENTER OF HIGHWAY, 13 FEET SOUTHEAST OF THE CENTER OF DRIVEWAY, 3.5
 GZ2690'FEET NORTHWEST OF A FENCELINE AND 1.5 FEET NORTHEAST OF A WHITE
 GZ2690'WITNESS POST. THE MARK IS A ROUND CONCRETE POST 8 INCHES IN
 GZ2690'DIAMETER WHICH PROJECTS 4 INCHES WITH A BRONZE USC AND GS BENCH MARK
 GZ2690'DISK SET IN THE TOP STAMPED G 227 1951.
 GZ2690'
 GZ2690'TO REACH THE STATION FROM THE POST OFFICE IN LEBANON, GO NORTH ON
 GZ2690'STATE HIGHWAY NO. 55 FOR 0.5 MILE TO THE JUNCTION OF STATE
 GZ2690'HIGHWAY NO. 429, TURN LEFT ON STATE HIGHWAY NO. 429 AND GO NORTHWEST
 GZ2690'FOR 2.85 MILES TO A DRIVEWAY ON THE RIGHT AND BM G 227 ON THE
 GZ2690'RIGHT, CONTINUE ON HIGHWAY FOR 0.15 MILE TO THE STATION ON THE RIGHT
 GZ2690'AS DESCRIBED.
 GZ2690'
 GZ2690'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2528 ***********************************************************************
 GZ2528  DESIGNATION -  LECTA
 GZ2528  PID         -  GZ2528
 GZ2528  STATE/COUNTY-  KY/BARREN
 GZ2528  USGS QUAD   -  HISEVILLE (1976)
 GZ2528
 GZ2528                         *CURRENT SURVEY CONTROL
 GZ2528  ___________________________________________________________________
 GZ2528* NAD 83(1993)-  37 00 41.89518(N)    085 50 18.27741(W)     ADJUSTED  
 GZ2528* NAVD 88     -       253.802  (meters)     832.68   (feet)  ADJUSTED  
 GZ2528  ___________________________________________________________________
 GZ2528  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 GZ2528  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GZ2528  DYNAMIC HT  -         253.598 (meters)     832.01  (feet)  COMP
 GZ2528  MODELED GRAV-     979,822.1   (mgal)                       NAVD 88
 GZ2528
 GZ2528  HORZ ORDER  -  THIRD
 GZ2528  VERT ORDER  -  FIRST     CLASS II
 GZ2528
 GZ2528.The horizontal coordinates were established by classical geodetic methods
 GZ2528.and adjusted by the National Geodetic Survey in December 1995..
 GZ2528
 GZ2528.The orthometric height was determined by differential leveling
 GZ2528.and adjusted by the National Geodetic Survey in June 1991..
 GZ2528
 GZ2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2528
 GZ2528.The geoid height was determined by GEOID03.
 GZ2528
 GZ2528.The dynamic height is computed by dividing the NAVD 88
 GZ2528.geopotential number by the normal gravity value computed on the
 GZ2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2528.degrees latitude (g = 980.6199 gals.).
 GZ2528
 GZ2528.The modeled gravity was interpolated from observed gravity values.
 GZ2528
 GZ2528;                    North         East     Units Scale Factor Converg.
 GZ2528;SPC KY1Z     - 1,075,285.911 1,492,131.503   MT  1.00001793   -0 03 15.4
 GZ2528;SPC KY1Z     - 3,527,833.86  4,895,434.77   sFT  1.00001793   -0 03 15.4
 GZ2528;SPC KY S     -   575,277.437   492,131.950   MT  0.99996115   -0 03 13.0
 GZ2528;SPC KY S     - 1,887,389.39  1,614,602.91   sFT  0.99996115   -0 03 13.0
 GZ2528;UTM  16      - 4,096,794.004   603,339.889   MT  0.99973156   +0 41 57.5
 GZ2528
 GZ2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2528!SPC KY1Z     -   0.99996502  x   1.00001793  =   0.99998295
 GZ2528!SPC KY S     -   0.99996502  x   0.99996115  =   0.99992618
 GZ2528!UTM  16      -   0.99996502  x   0.99973156  =   0.99969659
 GZ2528
 GZ2528|---------------------------------------------------------------------|
 GZ2528| PID    Reference Object                     Distance      Geod. Az  |
 GZ2528|                                                           dddmmss.s |
 GZ2528| GZ2527 LECTA RM 1                            9.008 METERS 08056     |
 GZ2528| CG8771 LECTA AZ MK                                        1624420.8 |
 GZ2528| GZ2529 LECTA RM 2                            6.350 METERS 17120     |
 GZ2528|---------------------------------------------------------------------|
 GZ2528
 GZ2528                          SUPERSEDED SURVEY CONTROL
 GZ2528
 GZ2528  NAD 83(1986)-  37 00 41.90598(N)    085 50 18.28394(W) AD(       ) 3
 GZ2528  NAD 27      -  37 00 41.71700(N)    085 50 18.37100(W) AD(       ) 3
 GZ2528  NGVD 29 (??/??/92)  253.95   (m)          833.2    (f) COMPUTED    1 2
 GZ2528
 GZ2528.Superseded values are not recommended for survey control.
 GZ2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2528.See file dsdata.txt to determine how the superseded data were derived.
 GZ2528
 GZ2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0334096794(NAD 83)
 GZ2528_MARKER: DS = TRIANGULATION STATION DISK
 GZ2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2528
 GZ2528  HISTORY     - Date     Condition        Report By
 GZ2528  HISTORY     - 1951     MONUMENTED       CGS
 GZ2528  HISTORY     - 1958     MARK NOT FOUND   CGS
 GZ2528  HISTORY     - 1968     MARK NOT FOUND   CGS
 GZ2528
 GZ2528                          STATION DESCRIPTION
 GZ2528
 GZ2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2528'STATION IS LOCATED ABOUT 4 MILES EAST OF GLASGOW AND 1 MILE EAST OF
 GZ2528'THE SMALL SETTLEMENT OF LECTA ON THE SOUTH SIDE OF U.S.HIGHWAY NO.
 GZ2528'68 AND STATE HIGHWAY NO. 80. IT IS 66 FEET NORTHEAST OF THE NORTHEAST
 GZ2528'CORNER OF TWO STORY FRAME HOUSE, 29 FEET SOUTH OF THE CENTER OF
 GZ2528'HIGHWAY, 27 FEET EAST OF THE CENTER OF DRIVEWAY, 6 FEET SOUTHWEST OF
 GZ2528'TELEPHONE POLE AND 5 FEET SOUTHWEST OF WHITE WITNESS POST. THE MARK
 GZ2528'IS SET FLUSH WITH THE GROUND SURFACE AND THE DISK STAMPED LECTA 1951.
 GZ2528'
 GZ2528'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE CENTER OF HIGHWAY, THE
 GZ2528'MARK IS SET FLUSH WITH THE GROUND SURFACE AND THE DISK STAMPED
 GZ2528'LECTA NO. 1 1951.
 GZ2528'
 GZ2528'REFERENCE MARK NO. 2 IS 51 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GZ2528'TWO STORY FRAME HOUSE. THE MARK IS SET FLUSH WITH THE GROUND
 GZ2528'SURFACE AND THE DISK STAMPED LECTA NO. 2 1951.
 GZ2528'
 GZ2528'THE AZIMUTH MARK IS 12 FEET WEST OF THE CENTER OF CURVE IN PRIVATE
 GZ2528'DRIVEWAY AND 1 FOOT EAST OF FENCE LINE. THE MARK IS SET FLUSH WITH
 GZ2528'THE GROUND SURFACE AND THE DISK STAMPED LECTA 1951.
 GZ2528'
 GZ2528'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 GZ2528'SQUARE IN GLASGOW, GO EAST ON U.S.HIGHWAY NO. 68 AND STATE HIGHWAY
 GZ2528'NO. 80 FOR 3.5 MILES TO THE SMALL VILLAGE OF LECTA, CONTINUE EAST ON
 GZ2528'HIGHWAY FOR 0.95 MILE TO TWO STORY FRAME HOUSE ON THE RIGHT AND
 GZ2528'STATION JUST NORTHEAST AS DESCRIBED.
 GZ2528'
 GZ2528'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY FOR
 GZ2528'0.1 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.2 MILE TO
 GZ2528'THE MARK ON THE WEST SIDE AS DESCRIBED.
 GZ2528'
 GZ2528'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GZ2528
 GZ2528                          STATION RECOVERY (1958)
 GZ2528
 GZ2528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 GZ2528'TRIANGULATION DESCRIPTION WAS NOT AVAILABLE AT THIS TIME. ALL MARKS
 GZ2528'AT THIS STATION MAY HAVE BEEN DESTROYED DURING HIGHWAY
 GZ2528'CONSTRUCTION. A THOROUGH SEARCH WAS MADE BUT NONE OF THE MARKS WERE
 GZ2528'RECOVERED.
 GZ2528
 GZ2528                          STATION RECOVERY (1968)
 GZ2528
 GZ2528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 GZ2528'THE STATION MARK, R.M. 1, AND R.M. 2 WERE SEARCHED FOR BUT NOT
 GZ2528'RECOVERED.  THESE MARKS WERE SEARCHED FOR BUT NOT RECOVERED IN
 GZ2528'NOVEMBER OF 1958.
 GZ2528'
 GZ2528'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2443 ***********************************************************************
 HZ2443  DESIGNATION -  LEESBURG
 HZ2443  PID         -  HZ2443
 HZ2443  STATE/COUNTY-  KY/SCOTT
 HZ2443  USGS QUAD   -  LEESBURG (1984)
 HZ2443
 HZ2443                         *CURRENT SURVEY CONTROL
 HZ2443  ___________________________________________________________________
 HZ2443* NAD 83(1993)-  38 17 49.77696(N)    084 26 20.49249(W)     ADJUSTED  
 HZ2443* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 HZ2443  ___________________________________________________________________
 HZ2443  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 HZ2443  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HZ2443
 HZ2443  HORZ ORDER  -  FIRST
 HZ2443
 HZ2443.The horizontal coordinates were established by classical geodetic methods
 HZ2443.and adjusted by the National Geodetic Survey in December 1995..
 HZ2443
 HZ2443.The orthometric height was scaled from a topographic map.
 HZ2443
 HZ2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2443
 HZ2443.The geoid height was determined by GEOID03.
 HZ2443
 HZ2443;                    North         East     Units Scale Factor Converg.
 HZ2443;SPC KY1Z     - 1,218,758.211 1,614,668.323   MT  0.99993184   +0 48 17.6
 HZ2443;SPC KY1Z     - 3,998,542.56  5,297,457.66   sFT  0.99993184   +0 48 17.6
 HZ2443;SPC KY N     -    88,499.101   483,465.193   MT  0.99996646   -0 07 03.3
 HZ2443;SPC KY N     -   290,350.80  1,586,168.72   sFT  0.99996646   -0 07 03.3
 HZ2443;UTM  16      - 4,241,889.417   723,953.833   MT  1.00021773   +1 35 16.1
 HZ2443
 HZ2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2443!SPC KY1Z     -   0.99995466  x   0.99993184  =   0.99988651
 HZ2443!SPC KY N     -   0.99995466  x   0.99996646  =   0.99992113
 HZ2443!UTM  16      -   0.99995466  x   1.00021773  =   1.00017238
 HZ2443
 HZ2443|---------------------------------------------------------------------|
 HZ2443| PID    Reference Object                     Distance      Geod. Az  |
 HZ2443|                                                           dddmmss.s |
 HZ2443| DB9574 LEESBURG RM 1                        19.510 METERS 13157     |
 HZ2443| DB9573 LEESBURG AZ MK                                     1322728.9 |
 HZ2443| DB9575 LEESBURG RM 2                        35.220 METERS 24451     |
 HZ2443|---------------------------------------------------------------------|
 HZ2443
 HZ2443                          SUPERSEDED SURVEY CONTROL
 HZ2443
 HZ2443  NAD 83(1986)-  38 17 49.78368(N)    084 26 20.50132(W) AD(       ) 1
 HZ2443  NAD 27      -  38 17 49.51500(N)    084 26 20.71900(W) AD(       ) 1
 HZ2443
 HZ2443.Superseded values are not recommended for survey control.
 HZ2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2443.See file dsdata.txt to determine how the superseded data were derived.
 HZ2443
 HZ2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2395441889(NAD 83)
 HZ2443_MARKER: DS = TRIANGULATION STATION DISK
 HZ2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2443
 HZ2443  HISTORY     - Date     Condition        Report By
 HZ2443  HISTORY     - 1935     MONUMENTED       CGS
 HZ2443  HISTORY     - 1949     GOOD             CGS
 HZ2443  HISTORY     - 1963     GOOD             CGS
 HZ2443
 HZ2443                          STATION DESCRIPTION
 HZ2443
 HZ2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2443'STATION IS ON THE DIVIDE FORMING THE SCOTT-HARRISON COUNTY LINE ABOUT
 HZ2443'9 MILES NE OF GEORGETOWN ON LAND BELONGING TO JOE BOSWELL.  THE MARK
 HZ2443'IS ON THE HIGHEST PART OF AN E-W RIDGE IN A GROVE OF SMALL LOCUST
 HZ2443'TREES, 11 FEET SW OF A 6-INCH LOCUST TREE WITH A TRIANGULAR BLAZE.
 HZ2443'
 HZ2443'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2443'DISKS SET IN CONCRETE.
 HZ2443'
 HZ2443'REFERENCE MARK NO.1 IS SSE OF THE STATION ON S SLOPE OF RIDGE AND
 HZ2443'PROJECTS ABOUT 1 INCH.
 HZ2443'
 HZ2443'REFERENCE MARK NO.2 IS WSW OF THE STATION ABOUT 30 FEET S OF THE TOP
 HZ2443'OF RIDGE IN A SMALL OPENING BETWEEN TWO WOODED AREAS, AND PROJECTS
 HZ2443'ABOUT 2 INCHES.
 HZ2443'
 HZ2443'AZIMUTH MARK IS SSE OF THE STATION AT THE SW CORNER OF SMALL CRIB, 30
 HZ2443'FEET NNE OF THE NE CORNER OF A LARGE BARN, 50 YARDS N OF GATE IN
 HZ2443'FENCE AND PROJECTS ABOUT 4 INCHES.
 HZ2443'
 HZ2443'TO REACH THE STATION FROM THE MAIN CROSSROADS IN LEESBURG--GO S ON
 HZ2443'HIGHWAY 62 FOR 0.55 MILE AND TURN RIGHT THROUGH GATE.  FOLLOW LANE
 HZ2443'FOR 0.4 MILE TO GATE AND BARNS (AZIMUTH MARK HERE).  STATION IS ABOUT
 HZ2443'0.4 MILE AIR LINE NNW OF THIS POINT ON THE HIGHEST POINT OF THE
 HZ2443'RIDGE. FOLLOW DIM LANE W FOR ABOUT 0.3 MILE AND TURN RIGHT UP HILL
 HZ2443'THROUGH WOODS FOR ABOUT 0.2 MILE TO STATION.
 HZ2443'
 HZ2443'A 37 FOOT TOWER WILL CLEAR ALL LINES.
 HZ2443'
 HZ2443'NO NATURAL OBJECTS VISIBLE FROM THE GROUND.
 HZ2443
 HZ2443                          STATION RECOVERY (1949)
 HZ2443
 HZ2443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2443'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HZ2443'CONDITION.  DISTANCE TO ALL MARKS AND DIRECTION TO AZIMUTH MARK
 HZ2443'CHECKED.  DIRECTIONS TO REFERENCE MARKS NOS.1 AND 2 DID NOT CHECK.
 HZ2443'OLD DESCRIPTION IS ADEQUATE.
 HZ2443
 HZ2443                          STATION RECOVERY (1963)
 HZ2443
 HZ2443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HZ2443'FOUND STATION.
 HZ2443'
 HZ2443'RM NO. 1 HAD BEEN MOVED AND TURNED AROUND AND IS 65 FEET FROM
 HZ2443'STATION.
 HZ2443'
 HZ2443'RM NO. 2 - 115.55 WSW OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2710 ***********************************************************************
 GC2710  DESIGNATION -  LEITCH
 GC2710  PID         -  GC2710
 GC2710  STATE/COUNTY-  KY/TRIGG
 GC2710  USGS QUAD   -  LAMASCO (1983)
 GC2710
 GC2710                         *CURRENT SURVEY CONTROL
 GC2710  ___________________________________________________________________
 GC2710* NAD 83(1993)-  36 56 25.02345(N)    087 56 04.82633(W)     ADJUSTED  
 GC2710* NAVD 88     -       203.2    (meters)     667.     (feet)  VERTCON   
 GC2710  ___________________________________________________________________
 GC2710  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 GC2710  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC2710
 GC2710  HORZ ORDER  -  SECOND
 GC2710
 GC2710.The horizontal coordinates were established by classical geodetic methods
 GC2710.and adjusted by the National Geodetic Survey in December 1995..
 GC2710
 GC2710.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2710
 GC2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2710
 GC2710.The geoid height was determined by GEOID03.
 GC2710
 GC2710;                    North         East     Units Scale Factor Converg.
 GC2710;SPC KY1Z     - 1,069,641.330 1,305,397.067   MT  1.00003730   -1 20 28.7
 GC2710;SPC KY1Z     - 3,509,314.93  4,282,790.21   sFT  1.00003730   -1 20 28.7
 GC2710;SPC KY S     -   569,605.426   305,409.949   MT  0.99996889   -1 19 29.7
 GC2710;SPC KY S     - 1,868,780.47  1,001,999.14   sFT  0.99996889   -1 19 29.7
 GC2710;SPC TN       -   290,962.516   427,644.840   MT  1.00013487   -1 07 57.5
 GC2710;SPC TN       -   954,599.52  1,403,031.45   sFT  1.00013487   -1 07 57.5
 GC2710;UTM  16      - 4,088,655.955   416,770.360   MT  0.99968534   -0 33 42.3
 GC2710
 GC2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2710!SPC KY1Z     -   0.99997267  x   1.00003730  =   1.00000997
 GC2710!SPC KY S     -   0.99997267  x   0.99996889  =   0.99994156
 GC2710!SPC TN       -   0.99997267  x   1.00013487  =   1.00010754
 GC2710!UTM  16      -   0.99997267  x   0.99968534  =   0.99965802
 GC2710
 GC2710|---------------------------------------------------------------------|
 GC2710| PID    Reference Object                     Distance      Geod. Az  |
 GC2710|                                                           dddmmss.s |
 GC2710| CG6759 LEITCH RM 1                          35.067 METERS 04116     |
 GC2710| GC2698 HENDERSON                           APPROX. 5.5 KM 0764754.5 |
 GC2710| GC2706 CADIZ MUNICIPAL STANDPIPE           APPROX.12.3 KM 1315415.3 |
 GC2710| CG6761 LEITCH RM 3                          28.240 METERS 24921     |
 GC2710| CG6758 LEITCH AZ MK                                       2871630.5 |
 GC2710| CG6760 LEITCH RM 2                          27.706 METERS 28737     |
 GC2710|---------------------------------------------------------------------|
 GC2710
 GC2710                          SUPERSEDED SURVEY CONTROL
 GC2710
 GC2710  NAD 83(1986)-  36 56 25.03252(N)    087 56 04.82976(W) AD(       ) 2
 GC2710  NAD 27      -  36 56 24.84600(N)    087 56 04.76100(W) AD(       ) 2
 GC2710  NGVD 29 (07/19/86)  203.3    (m)          667.     (f) VERT ANG       
 GC2710
 GC2710.Superseded values are not recommended for survey control.
 GC2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2710.See file dsdata.txt to determine how the superseded data were derived.
 GC2710
 GC2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1677088656(NAD 83)
 GC2710_MARKER: DS = TRIANGULATION STATION DISK
 GC2710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2710
 GC2710  HISTORY     - Date     Condition        Report By
 GC2710  HISTORY     - 1934     MONUMENTED       CGS
 GC2710  HISTORY     - 1953     GOOD             CGS
 GC2710  HISTORY     - 1967     GOOD             CGS
 GC2710
 GC2710                          STATION DESCRIPTION
 GC2710
 GC2710'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2710'STATION IS ON THE PROPERTY OF THE CADIZ BANK AND TRUST CO. ABOUT
 GC2710'7-1/2 MILES NORTHWEST OF CADIZ, KY., AND 3-1/2 MILES SOUTH
 GC2710'OF LAMASCO, KY.
 GC2710'
 GC2710'TO REACH FROM CADIZ COURTHOUSE GO NORTH ON THE PRINCETON HIGHWAY FOR
 GC2710'6.9 MILES AND TURN SHARP LEFT ONTO DIRT SIDE ROAD ABOUT 3.1
 GC2710'MILES AFTER PASSING A CONCRETE BRIDGE. FOLLOW THIS ROAD FOR 3.65
 GC2710'MILES AND TURN SHARP RIGHT ACROSS PLANK BRIDGE AND UP STEEP
 GC2710'HILL. PROCEED FOR 0.6 MILE AND TURN LEFT AT TOP OF GRADE ONTO FARM
 GC2710'T-ROAD FOR 0.25 MILE TO A TRIANGULAR-BLAZED TREE ON LEFT AND
 GC2710'GATE ON RIGHT. TURN THROUGH GATE TO STATION ON RIGHT. IT IS 14 FEET
 GC2710'NORTH OF FENCE LINE, 27 FEET EAST-NORTHEAST OF 10-INCH TWIN
 GC2710'HICKORY TREES, 19 YARDS EAST OF 10-INCH TWIN OAK TREES, 16
 GC2710'YARDS NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING TO STATION.
 GC2710'
 GC2710'REFERENCE MARK NO.1 IS NORTHEAST OF STATION IN EAST EDGE OF A LARGE
 GC2710'PASTURE LOT, 15 FEET WEST OF THE CENTER LINE OF FIELD ROAD,
 GC2710'36 FEET WEST OF A 16-INCH OAK TREE.
 GC2710'
 GC2710'REFERENCE MARK NO.2 IS WEST OF STATION, 20 FEET EAST-SOUTHEAST OF A
 GC2710'14-INCH OAK TREE, 10 FEET NORTH OF THE CENTER LINE OF ROAD
 GC2710'LEADING TO STATION.
 GC2710'
 GC2710'AZIMUTH MARK IS NORTHWEST OF STATION ON THE PROPERTY OF MR. W.T.
 GC2710'LEITCHFIELD AND 14 YARDS WEST OF THE SOUTHWEST CORNER OF HIS
 GC2710'HOUSE. IT IS 2 YARDS SOUTH OF PICKET FENCE AND 5 YARDS WEST FROM
 GC2710'CORNER OF SAME.
 GC2710'
 GC2710'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 GC2710'DESCRIBED.
 GC2710'
 GC2710'NOTE - A 90-FOOT TOWER WILL CLEAR ALL LINES.
 GC2710'
 GC2710'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 GC2710
 GC2710                          STATION RECOVERY (1953)
 GC2710
 GC2710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2710'STATION WAS RECOVERED AS DESCRIBED AND STATION MARK, AZIMUTH MARK AND
 GC2710'R.M. NO. 1 WERE FOUND IN GOOD CONDITION.  R.M. NO. 2 HAS
 GC2710'BEEN DESTROYED AND A NEW REFERENCE MARK R.M. NO. 3 WAS SET BY THIS
 GC2710'PARTY. DISTANCES TO AZIMUTH MARK AND R.M. NO. 1 CHECKED.
 GC2710'DIRECTION TO THE AZIMUTH MARK AND R.M. NO. 1 FAILED TO CHECKED. A
 GC2710'COMPLETE NEW DESCRIPTION FOLLOWS.
 GC2710'
 GC2710'STATION IS LOCATED 7 MILES NORTH OF CADIZ ON PROPERTY OWNED BY MR.
 GC2710'E.W. GREY. IT IS 52 FEET NORTH OF THE CENTER OF A GRAVEL
 GC2710'ROAD, 44 FEET EAST OF EAST EDGE OF A SMALL POND, 18 FEET NORTHEAST OF
 GC2710'A FENCE LINE AND WHITE WITNESS POST AND 13 FEET WEST OF A
 GC2710'TWIN OAK TREE. THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 GC2710'LEITCH 1934.
 GC2710'
 GC2710'REFERENCE MARK NO. 1 IS 115.05 FEET NORTHEAST OF THE STATION. IT IS
 GC2710'124 FEET NORTH OF THE NORTH EDGE OF THE POND.  THE MARK
 GC2710'PROJECTS 6 INCHES AND THE DISK IS STAMPED LEITCH NO 1 1953
 GC2710'
 GC2710'REFERENCE MARK NO. 3 IS 92.65 FEET WEST OF THE STATION. IT IS 18 FEET
 GC2710'SOUTH OF THE CENTER OF THE ROAD AND 10 FEET EAST OF A FENCE
 GC2710'CORNER. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LEITCH NO
 GC2710'3 1934
 GC2710'
 GC2710'AZIMUTH MARK IS 0.1 MILE WEST OF THE STATION. IT IS 42 FEET WEST OF
 GC2710'THE SOUTHWEST CORNER OF A HOUSE, 13 FEET WEST OF A FENCE
 GC2710'CORNER AND 5 FEET SOUTH OF A FENCE LINE. THE MARK PROJECTS 8 INCHES
 GC2710'AND THE DISK IS STAMPED LEITCH AZI 1934.
 GC2710'
 GC2710'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 68 AND
 GC2710'STATE HIGHWAY 139 IN CADIZ, GO NORTH ON HIGHWAY 139 FOR 6.6
 GC2710'MILES TO THE INTERSECTION OF STATE HIGHWAY 276, TURN LEFT ON HIGHWAY
 GC2710'276 AND GO WEST FOR 3.4 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 GC2710'AND GO 0.6 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.3 MILE TO THE
 GC2710'STATION ON THE RIGHT AS DESCRIBED. CONTINUE FOR 0.1 MILE TO
 GC2710'A HOUSE AND THE AZIMUTH MARK AS DESCRIBED.
 GC2710'
 GC2710'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2710
 GC2710                          STATION RECOVERY (1967)
 GC2710
 GC2710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HB)
 GC2710'FOUND AS DESCRIBED.  MARK HAD BEEN STRUCK, BUT POST STILL IN UPRIGHT
 GC2710'POSITION.  ALL REFERENCE MARKS HAD BEEN DESTROYED.
 GC2710'
 GC2710'HEIGHT OF LIGHT ABOVE STATION MARK 15.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1406 ***********************************************************************
 HA1406  DESIGNATION -  LEITCHFIELD MUNICIPAL TANK
 HA1406  PID         -  HA1406
 HA1406  STATE/COUNTY-  KY/GRAYSON
 HA1406  USGS QUAD   -  LEITCHFIELD (1967)
 HA1406
 HA1406                         *CURRENT SURVEY CONTROL
 HA1406  ___________________________________________________________________
 HA1406* NAD 83(1993)-  37 29 01.01579(N)    086 17 41.37297(W)     ADJUSTED  
 HA1406* NAVD 88     -                                                        
 HA1406  ___________________________________________________________________
 HA1406  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 HA1406  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HA1406
 HA1406  HORZ ORDER  -  THIRD
 HA1406
 HA1406.The horizontal coordinates were established by classical geodetic methods
 HA1406.and adjusted by the National Geodetic Survey in December 1995..
 HA1406
 HA1406
 HA1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1406
 HA1406.The geoid height was determined by GEOID03.
 HA1406
 HA1406;                    North         East     Units Scale Factor Converg.
 HA1406;SPC KY1Z     - 1,127,802.328 1,451,816.738   MT  0.99992830   -0 20 04.2
 HA1406;SPC KY1Z     - 3,700,131.47  4,763,168.75   sFT  0.99992830   -0 20 04.2
 HA1406;SPC KY S     -   627,791.233   451,815.744   MT  0.99994879   -0 19 49.5
 HA1406;SPC KY S     - 2,059,678.40  1,482,332.15   sFT  0.99994879   -0 19 49.5
 HA1406;UTM  16      - 4,148,757.079   562,344.427   MT  0.99964788   +0 25 44.9
 HA1406
 HA1406                          SUPERSEDED SURVEY CONTROL
 HA1406
 HA1406  NAD 83(1986)-  37 29 01.02456(N)    086 17 41.37933(W) AD(       ) 4
 HA1406  NAD 27      -  37 29 00.84000(N)    086 17 41.47100(W) AD(       ) 3
 HA1406
 HA1406.Superseded values are not recommended for survey control.
 HA1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1406.See file dsdata.txt to determine how the superseded data were derived.
 HA1406
 HA1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6234448757(NAD 83)
 HA1406_MARKER: 51 = TANK
 HA1406
 HA1406  HISTORY     - Date     Condition        Report By
 HA1406  HISTORY     - 1950     FIRST OBSERVED   CGS
 HA1406
 HA1406                          STATION DESCRIPTION
 HA1406
 HA1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1406'STATION IS LOCATED ABOUT 0.25 MILE NORTH OF THE GRAYSON COUNTY
 HA1406'COURTHOUSE AND 0.05 MILE WEST OF U.S. HIGHWAY 62.  IT IS ABOUT 120
 HA1406'FEET HIGH, OF STEEL CONSTRUCTION, PAINTED SILVER AND HAS FOUR LEGS.
 HA1406'POINT OF INTERSECTION WAS THE CENTER OF ROUND KNOB ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1408 ***********************************************************************
 HA1408  DESIGNATION -  LEITCHFIELD RESET
 HA1408  PID         -  HA1408
 HA1408  STATE/COUNTY-  KY/GRAYSON
 HA1408  USGS QUAD   -  LEITCHFIELD (1967)
 HA1408
 HA1408                         *CURRENT SURVEY CONTROL
 HA1408  ___________________________________________________________________
 HA1408* NAD 83(1993)-  37 29 15.10504(N)    086 18 05.87045(W)     ADJUSTED  
 HA1408* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 HA1408  ___________________________________________________________________
 HA1408  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 HA1408  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HA1408
 HA1408  HORZ ORDER  -  THIRD
 HA1408
 HA1408.The horizontal coordinates were established by classical geodetic methods
 HA1408.and adjusted by the National Geodetic Survey in December 1995..
 HA1408
 HA1408.The orthometric height was scaled from a topographic map.
 HA1408
 HA1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1408
 HA1408.The geoid height was determined by GEOID03.
 HA1408
 HA1408;                    North         East     Units Scale Factor Converg.
 HA1408;SPC KY1Z     - 1,128,240.191 1,451,217.505   MT  0.99992784   -0 20 19.2
 HA1408;SPC KY1Z     - 3,701,568.03  4,761,202.76   sFT  0.99992784   -0 20 19.2
 HA1408;SPC KY S     -   628,229.062   451,216.468   MT  0.99994897   -0 20 04.4
 HA1408;SPC KY S     - 2,061,114.85  1,480,366.03   sFT  0.99994897   -0 20 04.4
 HA1408;UTM  16      - 4,149,186.796   561,739.581   MT  0.99964695   +0 25 30.1
 HA1408
 HA1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1408!SPC KY1Z     -   0.99996573  x   0.99992784  =   0.99989357
 HA1408!SPC KY S     -   0.99996573  x   0.99994897  =   0.99991470
 HA1408!UTM  16      -   0.99996573  x   0.99964695  =   0.99961269
 HA1408
 HA1408:                Primary Azimuth Mark                     Grid Az
 HA1408:SPC KY1Z     -  LEITCHFIELD MUNICIPAL TANK               126 09 21.0
 HA1408:SPC KY S     -  LEITCHFIELD MUNICIPAL TANK               126 09 06.2
 HA1408:UTM  16      -  LEITCHFIELD MUNICIPAL TANK               125 23 31.7
 HA1408
 HA1408|---------------------------------------------------------------------|
 HA1408| PID    Reference Object                     Distance      Geod. Az  |
 HA1408|                                                           dddmmss.s |
 HA1408| HA1406 LEITCHFIELD MUNICIPAL TANK          APPROX. 0.7 KM 1254901.8 |
 HA1408| HA1407 LEITCHFIELD ST JOSEPH CATH CH       APPROX. 0.9 KM 1320442.7 |
 HA1408| CG8773 LEITCHFIELD RM 1                      8.819 METERS 15942     |
 HA1408| CG8775 LEITCHFIELD RM 3                     13.302 METERS 18059     |
 HA1408| CG8774 LEITCHFIELD RM 2                     18.580 METERS 26111     |
 HA1408| CG8776 LEITCHFIELD RM 4                     25.193 METERS 28831     |
 HA1408|---------------------------------------------------------------------|
 HA1408
 HA1408                          SUPERSEDED SURVEY CONTROL
 HA1408
 HA1408  NAD 83(1986)-  37 29 15.11371(N)    086 18 05.87694(W) AD(       ) 3
 HA1408  NAD 27      -  37 29 14.92900(N)    086 18 05.96600(W) AD(       ) 3
 HA1408
 HA1408.Superseded values are not recommended for survey control.
 HA1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1408.See file dsdata.txt to determine how the superseded data were derived.
 HA1408
 HA1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6174049187(NAD 83)
 HA1408_MARKER: DS = TRIANGULATION STATION DISK
 HA1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1408
 HA1408  HISTORY     - Date     Condition        Report By
 HA1408  HISTORY     - 1950     MONUMENTED       CGS
 HA1408  HISTORY     - 1969     SEE DESCRIPTION  CGS
 HA1408
 HA1408                          STATION DESCRIPTION
 HA1408
 HA1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1408'STATION IS LOCATED ABOUT 0.5 MILE WEST OF LITCHFIELD ON PROPERTY
 HA1408'OWNED BY MR. IRLAND MCCORMICK. IT IS 32 FEET SOUTH OF THE
 HA1408'SOUTHEAST CORNER OF THE HOUSE, 12 FEET WEST OF A FENCE CORNER, 6 FEET
 HA1408'NORTH OF A WHITE WITNESS POST AND 5 FEET EAST OF A 12 INCH MAPLE
 HA1408'TREE. THE MARK IS SET FLUSH WITH THE LAWN AND THE DISK IS STAMPED
 HA1408'LEITCHFIELD 1950.
 HA1408'
 HA1408'REFERENCE MARK NO. 1 IS 10 FEET SOUTH OF A FARM LANE AND 1 FOOT NORTH
 HA1408'OF A EAST-WEST FENCELINE. THE MARK IS FLUSH WITH THE GROUND AND THE
 HA1408'DISK IS STAMPED LEITCHFIELD NO 1 1950.
 HA1408'
 HA1408'REFERENCE MARK NO. 2 IS 36 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 HA1408'HOUSE AND 1 FOOT EAST OF A FENCELINE. THE MARK IS FLUSH WITH THE
 HA1408'LAWN AND THE DISK IS STAMPED LEITCHFIELD NO 2 1950.
 HA1408'
 HA1408'NO AZIMUTH MARK WAS SET AT THIS STATION.
 HA1408'
 HA1408'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE SQUARE IN
 HA1408'LEITCHFIELD GO NORTH ONE BLOCK, TURN LEFT AND GO WEST FOR 0.3 MILE
 HA1408'TO RAILROAD CROSSING, CONTINUE WEST CROSSING TRACKS AND GO 0.35 MILE
 HA1408'TO A FARM LANE RIGHT NEAR A CEMETERY, TURN RIGHT ON FARM LANE
 HA1408'AND GO 0.1 MILE TO HOUSE AND STATION ON LEFT AS DESCRIBED.
 HA1408'
 HA1408'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HA1408
 HA1408                          STATION RECOVERY (1969)
 HA1408
 HA1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HA1408'THE STATION AND ALL MARKS WERE COMPLETELY DESTROYED DURING THE
 HA1408'GRADING OPERATIONS FOR A NEW SUB-DIVISION.  THE INSTRUMENT WAS
 HA1408'JIGGED IN UNTIL THE ANGLE BETWEEN THE POSITIONED INTERSECTION
 HA1408'STATIONS LEITCHFIELD, MUNICIPAL WATER TANK, LEITCHFIELD, ST.
 HA1408'JOSEPH CATHOLIC CHURCH SPIRE AND TRIANGULATION STATION KELLY 1950
 HA1408'WERE SATISFIED.  THE POINT WAS THEN HELD ON A FIRM PLUMBING
 HA1408'BENCH AND A COMPLETE NEW STATION, LEITCHFIELD 1950 1969 AND TWO NEW
 HA1408'REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.  THE STATION WAS
 HA1408'THEN OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED AND
 HA1408'DISTANCE MEASUREMENTS MADE.  THIS STATION SHOULD NOW
 HA1408'OCCUPY ITS EXACT, ORIGINAL HORIZONTAL POSITION.
 HA1408'
 HA1408'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HA1408'
 HA1408'THE STATION IS LOCATED ABOUT 0.5 OF A MILE WEST OF THE CENTER OF
 HA1408'LEITCHFIELD ON THE PROPERTY OF MRS. ALICE MONTGOMERY, AND IN THE
 HA1408'LAWN IN FRONT OF HER HOME.
 HA1408'
 HA1408'TO REACH THE STATION FROM THE NORTH EDGE OF THE GRAYSON COUNTY
 HA1408'COURTHOUSE SQUARE IN LEITCHFIELD, GO NORTH ON U. S. HIGHWAY 62 AND
 HA1408'STATE ROUTE 259 FOR 0.1 OF A MILE TO A SIDE STREET LEFT.  HERE TURN
 HA1408'LEFT ON THIS STREET AND GO WESTERLY FOR 0.3 OF A MILE TO A
 HA1408'RAILROAD CROSSING, CONTINUE WEST AND NORTHWESTERLY ON THE PAVED
 HA1408'STREET FOR 0.35 OF A MILE TO A PAVED STREET RIGHT (CEMETERY IN
 HA1408'THE NORTHEAST ANGLE).  HERE TURN SHARP RIGHT AND GO EASTERLY ON
 HA1408'A PAVED STREET FOR 0.1 OF A MILE TO THE BRICK HOME OF MRS.
 HA1408'MONTGOMERY ON THE LEFT AND THE STATION IN HER YARD AS DESCRIBED.
 HA1408'
 HA1408'THE STATION IS 88 FEET EAST OF THE APPROXIMATE CENTER OF A CONCRETE
 HA1408'DRIVE, 36 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK
 HA1408'HOME, 30 FEET NORTH OF THE APPROXIMATE CENTER OF THE PAVED STREET,
 HA1408'30 FEET NORTHWEST OF A FIRE HYDRANT, 25 FEET SOUTH-SOUTHEAST OF AN
 HA1408'18-INCH MAPLE TREE, AND 6 FEET EAST OF A 16-INCH MAPLE TREE.  IT
 HA1408'IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND CONCRETE
 HA1408'MONUMENT ABOUT 4 INCHES BELOW THE LAWN SURFACE AND THE DISK IS
 HA1408'STAMPED LEITCHFIELD 1950 1969.  THE SUB-SURFACE MARK IS ABOUT
 HA1408'34-INCHES BELOW THE SURFACE MARK.
 HA1408'
 HA1408'REFERENCE MARK NO. 3 IS 77 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 HA1408'CORNER OF THE BRICK HOME, 47 FEET SOUTHWEST OF THE FIRE HYDRANT,
 HA1408'38 FEET NORTH-NORTHWEST OF A 20-INCH MAPLE TREE, AND 13 FEET SOUTH
 HA1408'OF THE APPROXIMATE CENTER OF THE PAVED STREET.  IT IS A STANDARD
 HA1408'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 HA1408'PROJECTS 2 INCHES AND THE DISK IS STAMPED LEITCHFIELD 1950 NO 3
 HA1408'1969.
 HA1408'
 HA1408'REFERENCE MARK NO. 4 IS 10 FEET EAST OF THE APPROXIMATE CENTER OF
 HA1408'THE CONCRETE DRIVE, 4 FEET SOUTH OF THE SOUTH EDGE OF THE BRICK
 HA1408'HOME, 1.0 FOOT NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK, AND
 HA1408'IN THE ENTRANCE PLATFORM OF A TWO-CAR GARAGE.  IT IS A STANDARD
 HA1408'DISK CEMENTED IN A DRILL HOLE IN THE RE-INFORCED CONCRETE PLATFORM
 HA1408'OF THE GARAGE ENTRANCE AND THE DISK IS STAMPED LEITCHFIELD 1950
 HA1408'NO 4 1969.
 HA1408'
 HA1408'NO AZIMUTH MARK SET AS NONE DEEMED NECESSARY.
 HA1408'
 HA1408'DUE TO A TREE ON LINE THE REFERENCE MARKS COULD NOT BE MEASURED
 HA1408'BETWEEN.
 HA1408'
 HA1408'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.5 MILE
 HA1408'WEST LEITCHFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1407 ***********************************************************************
 HA1407  DESIGNATION -  LEITCHFIELD ST JOSEPH CATH CH
 HA1407  PID         -  HA1407
 HA1407  STATE/COUNTY-  KY/GRAYSON
 HA1407  USGS QUAD   -  LEITCHFIELD (1967)
 HA1407
 HA1407                         *CURRENT SURVEY CONTROL
 HA1407  ___________________________________________________________________
 HA1407* NAD 83(1993)-  37 28 54.57905(N)    086 17 37.34462(W)     ADJUSTED  
 HA1407* NAVD 88     -                                                        
 HA1407  ___________________________________________________________________
 HA1407  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 HA1407  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HA1407
 HA1407  HORZ ORDER  -  THIRD
 HA1407
 HA1407.The horizontal coordinates were established by classical geodetic methods
 HA1407.and adjusted by the National Geodetic Survey in December 1995..
 HA1407
 HA1407
 HA1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1407
 HA1407.The geoid height was determined by GEOID03.
 HA1407
 HA1407;                    North         East     Units Scale Factor Converg.
 HA1407;SPC KY1Z     - 1,127,603.326 1,451,914.542   MT  0.99992852   -0 20 01.7
 HA1407;SPC KY1Z     - 3,699,478.58  4,763,489.63   sFT  0.99992852   -0 20 01.7
 HA1407;SPC KY S     -   627,592.234   451,913.564   MT  0.99994871   -0 19 47.1
 HA1407;SPC KY S     - 2,059,025.52  1,482,653.08   sFT  0.99994871   -0 19 47.1
 HA1407;UTM  16      - 4,148,559.453   562,444.846   MT  0.99964803   +0 25 47.3
 HA1407
 HA1407                          SUPERSEDED SURVEY CONTROL
 HA1407
 HA1407  NAD 83(1986)-  37 28 54.58779(N)    086 17 37.35095(W) AD(       ) 4
 HA1407  NAD 27      -  37 28 54.40200(N)    086 17 37.43900(W) AD(       ) 3
 HA1407
 HA1407.Superseded values are not recommended for survey control.
 HA1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1407.See file dsdata.txt to determine how the superseded data were derived.
 HA1407
 HA1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6244548559(NAD 83)
 HA1407_MARKER: 90 = CHURCH SPIRE
 HA1407
 HA1407  HISTORY     - Date     Condition        Report By
 HA1407  HISTORY     - 1950     FIRST OBSERVED   CGS
 HA1407
 HA1407                          STATION DESCRIPTION
 HA1407
 HA1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1407'STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE GRAYSON COUNTY
 HA1407'COURTHOUSE AND 40 FEET WEST OF CENTER OF U.S. HIGHWAY 62.  IT IS
 HA1407'ABOUT 70 FEET HIGH, OF RED BRICK CONSTRUCTION AND IS LOCATED ON THE
 HA1407'EAST END OF BUILDING.  POINT OF INTERSECTION WAS THE CENTER OF BASE
 HA1407'OF CROSS ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2398 ***********************************************************************
 HZ2398  DESIGNATION -  LETTON
 HZ2398  PID         -  HZ2398
 HZ2398  STATE/COUNTY-  KY/BOURBON
 HZ2398  USGS QUAD   -  NORTH MIDDLETOWN (1976)
 HZ2398
 HZ2398                         *CURRENT SURVEY CONTROL
 HZ2398  ___________________________________________________________________
 HZ2398* NAD 83(1993)-  38 14 36.20809(N)    084 05 43.05885(W)     ADJUSTED  
 HZ2398* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 HZ2398  ___________________________________________________________________
 HZ2398  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 HZ2398  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HZ2398
 HZ2398  HORZ ORDER  -  THIRD
 HZ2398
 HZ2398.The horizontal coordinates were established by classical geodetic methods
 HZ2398.and adjusted by the National Geodetic Survey in December 1995..
 HZ2398
 HZ2398.The orthometric height was scaled from a topographic map.
 HZ2398
 HZ2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2398
 HZ2398.The geoid height was determined by GEOID03.
 HZ2398
 HZ2398;                    North         East     Units Scale Factor Converg.
 HZ2398;SPC KY1Z     - 1,213,268.840 1,644,836.833   MT  0.99992540   +1 00 57.3
 HZ2398;SPC KY1Z     - 3,980,532.85  5,396,435.51   sFT  0.99992540   +1 00 57.3
 HZ2398;SPC KY N     -    82,525.239   513,542.748   MT  0.99996967   +0 05 46.5
 HZ2398;SPC KY N     -   270,751.55  1,684,848.17   sFT  0.99996967   +0 05 46.5
 HZ2398;UTM  16      - 4,236,810.928   754,205.926   MT  1.00039592   +1 47 56.3
 HZ2398
 HZ2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2398!SPC KY1Z     -   0.99996153  x   0.99992540  =   0.99988693
 HZ2398!SPC KY N     -   0.99996153  x   0.99996967  =   0.99993120
 HZ2398!UTM  16      -   0.99996153  x   1.00039592  =   1.00035743
 HZ2398
 HZ2398:                Primary Azimuth Mark                     Grid Az
 HZ2398:SPC KY1Z     -  LETTON AZ MK                             046 18 37.2
 HZ2398:SPC KY N     -  LETTON AZ MK                             047 13 48.0
 HZ2398:UTM  16      -  LETTON AZ MK                             045 31 38.2
 HZ2398
 HZ2398|---------------------------------------------------------------------|
 HZ2398| PID    Reference Object                     Distance      Geod. Az  |
 HZ2398|                                                           dddmmss.s |
 HZ2398| DB9576 LETTON AZ MK                                       0471934.5 |
 HZ2398| HY2453 SHARPSBURG                          APPROX.15.6 KM 1064957.3 |
 HZ2398| HZ2397 TT 145 M                              9.208 METERS 17503     |
 HZ2398| DB9578 LETTON RM 2                          22.525 METERS 21335     |
 HZ2398| DB9577 LETTON RM 1                          21.552 METERS 32930     |
 HZ2398|---------------------------------------------------------------------|
 HZ2398
 HZ2398                          SUPERSEDED SURVEY CONTROL
 HZ2398
 HZ2398  NAD 83(1986)-  38 14 36.21511(N)    084 05 43.06674(W) AD(       ) 3
 HZ2398  NAD 27      -  38 14 35.94700(N)    084 05 43.32600(W) AD(       ) 3
 HZ2398
 HZ2398.Superseded values are not recommended for survey control.
 HZ2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2398.See file dsdata.txt to determine how the superseded data were derived.
 HZ2398
 HZ2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5420636811(NAD 83)
 HZ2398_MARKER: DS = TRIANGULATION STATION DISK
 HZ2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2398
 HZ2398  HISTORY     - Date     Condition        Report By
 HZ2398  HISTORY     - 1935     MONUMENTED       CGS
 HZ2398  HISTORY     - 1951     GOOD             CGS
 HZ2398
 HZ2398                          STATION DESCRIPTION
 HZ2398
 HZ2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2398'STATION IS AT A CROSSROADS ABOUT 0.3 MILE E OF LETTON SCHOOL.  ABOUT
 HZ2398'1-1/2 MILE SW OF HINKSTON CREEK.  ABOUT 9-1/2 MILES ENE OF PARIS (AIR
 HZ2398'LINE).  ABOUT 4-3/4 MILES SE OF MILLERSBURG, AIR LINE DISTANCE.
 HZ2398'IT IS ON THE PROPERTY OF MR. REYONDS LETTON, IN THE SW CORNER OF
 HZ2398'HIS YARD.  25 PACES SW OF A WELL.  43 FEET N OF CENTER LINE OF
 HZ2398'LITTLE ROCK ROAD (MACADAM).  48 FEET NE OF ROAD INTERSECTION.  29.7
 HZ2398'FEET N OF E-W WIRE FENCE LINE.  12 FEET E OF N-S WIRE FENCE LINE.
 HZ2398'MARK IS SET FLUSH WITH THE GROUND.
 HZ2398'
 HZ2398'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2398'DISKS SET IN CONCRETE.
 HZ2398'
 HZ2398'REFERNCE MARK NO.1 IS NNW OF STATION.  12 FEET W OF N-S MACADAM ROAD.
 HZ2398'1-FOOT E OF N S WIRE FENCE LINE.  PROJECTS 2 INCHES ABOVE THE
 HZ2398'GROUND.
 HZ2398'
 HZ2398'REFERENCE MARK NO.2 IS SSW OF STATION IN SW ANGEL OF ROAD
 HZ2398'INTERSECTION.  25 FEET SW OF INTERSECTION POINT.  1-FOOT NE OF WIRE
 HZ2398'FENCE LINE.  PROJECTS 2 INCHES ABOVE THE GROUND.
 HZ2398'
 HZ2398'AZIMUTH MARK IS NE OF STATION.  87 FEET E OF SE CORNER OF FRAME
 HZ2398'DWELLING OF MR. LETTON.  15 FEET N OF CENTER LINE OF DRIVEWAY TO
 HZ2398'BARN. 1-FOOT W OF N S WIRE FENCE LINE.  22 FEET E OF 18-INCH MAPLE
 HZ2398'TREE. 12 FEET SE OF SE CORNER OF THE CONCRETE BASE OF A WELL.
 HZ2398'PROJECTS 3 INCHES ABOVE THE GROUND.
 HZ2398'
 HZ2398'TO REACH STATION FROM THE COURTHOUSE IN PARIS, GO NE ON U.S. HIGHWAY
 HZ2398'68 FOR 1.85 MILES TO A MACADAM T-ROAD RIGHT.  TURN RIGHT AND GO E
 HZ2398'FOR 5.45 MILES TO A MACADAM T-ROAD LEFT AT THE SETTLEMENT OF BLACKS
 HZ2398'CROSSROADS. KEEP STRAIGHT FOR 2.4 MILES TO MACADAM CROSSROADS AT TT
 HZ2398'STATION 145 M 1928 AND STATION.
 HZ2398'
 HZ2398'U.S.G.S. TT STATION 145 M 1928 IS S OF STATION SET IN 6-BY 6-INCH
 HZ2398'CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND.  12.9 FEET N OF
 HZ2398'CENTER LINE OF LITTLE ROCK ROAD.  16 FEET N OF E-W WIRE FENCE LINE.
 HZ2398
 HZ2398                          STATION RECOVERY (1951)
 HZ2398
 HZ2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JAW)
 HZ2398'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 HZ2398'CONDITION WITH THE FOLLOWING EXCEPTION-- REFERENCE MARK NO.2 WAS NOT
 HZ2398'RECOVERED.
 HZ2398'
 HZ2398'THE ORIGINAL DESCRIPTION OF THE STATION AND THE TO REACH DESCRIPTION
 HZ2398'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2495 ***********************************************************************
 HY2495  DESIGNATION -  LEWISBURG
 HY2495  PID         -  HY2495
 HY2495  STATE/COUNTY-  KY/MASON
 HY2495  USGS QUAD   -  MAYS LICK (1993)
 HY2495
 HY2495                         *CURRENT SURVEY CONTROL
 HY2495  ___________________________________________________________________
 HY2495* NAD 83(1993)-  38 34 40.22785(N)    083 46 41.04419(W)     ADJUSTED  
 HY2495* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 HY2495  ___________________________________________________________________
 HY2495  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 HY2495  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY2495
 HY2495  HORZ ORDER  -  THIRD
 HY2495
 HY2495.The horizontal coordinates were established by classical geodetic methods
 HY2495.and adjusted by the National Geodetic Survey in April 1998..
 HY2495
 HY2495.The orthometric height was scaled from a topographic map.
 HY2495
 HY2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2495
 HY2495.The geoid height was determined by GEOID03.
 HY2495
 HY2495;                    North         East     Units Scale Factor Converg.
 HY2495;SPC KY1Z     - 1,250,923.584 1,671,815.552   MT  0.99997980   +1 12 38.5
 HY2495;SPC KY1Z     - 4,104,071.79  5,484,948.19   sFT  0.99997980   +1 12 38.5
 HY2495;SPC KY N     -   119,743.247   541,121.942   MT  0.99996394   +0 17 36.9
 HY2495;SPC KY N     -   392,857.64  1,775,330.90   sFT  0.99996394   +0 17 36.9
 HY2495;SPC OH S     -    64,937.428   488,630.608   MT  1.00003420   -0 48 39.5
 HY2495;UTM  17      - 4,273,590.926   257,998.034   MT  1.00032127   -1 43 59.4
 HY2495
 HY2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2495!SPC KY1Z     -   0.99996180  x   0.99997980  =   0.99994160
 HY2495!SPC KY N     -   0.99996180  x   0.99996394  =   0.99992574
 HY2495!SPC OH S     -   0.99996180  x   1.00003420  =   0.99999599
 HY2495!UTM  17      -   0.99996180  x   1.00032127  =   1.00028305
 HY2495
 HY2495|---------------------------------------------------------------------|
 HY2495| PID    Reference Object                     Distance      Geod. Az  |
 HY2495|                                                           dddmmss.s |
 HY2495| DB9585 LEWISBURG RM 1                       24.048 METERS 08936     |
 HY2495| DB9584 LEWISBURG AZ MK                                    1894726.7 |
 HY2495| DB9586 LEWISBURG RM 2                       27.346 METERS 19328     |
 HY2495|---------------------------------------------------------------------|
 HY2495
 HY2495                          SUPERSEDED SURVEY CONTROL
 HY2495
 HY2495  NAD 83(1993)-  38 34 40.22804(N)    083 46 41.04420(W) AD(       ) 3
 HY2495  NAD 83(1986)-  38 34 40.23412(N)    083 46 41.05195(W) AD(       ) 3
 HY2495  NAD 27      -  38 34 39.96100(N)    083 46 41.33800(W) AD(       ) 3
 HY2495
 HY2495.Superseded values are not recommended for survey control.
 HY2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2495.See file dsdata.txt to determine how the superseded data were derived.
 HY2495
 HY2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5799873591(NAD 83)
 HY2495_MARKER: DS = TRIANGULATION STATION DISK
 HY2495_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HY2495
 HY2495  HISTORY     - Date     Condition        Report By
 HY2495  HISTORY     - 1953     MONUMENTED       CGS
 HY2495
 HY2495                          STATION DESCRIPTION
 HY2495
 HY2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2495'STATION IS LOCATED ABOUT 11 MILES NORTH OF FLEMINGSBURG AND 5 MILES
 HY2495'SOUTH OF MAYSVILLE ALONG THE EAST SIDE OF STATE HIGHWAY 11 ON THE
 HY2495'PROPERTY OF COMER BROTHERS.  IT IS 110 FEET SOUTHWEST OF THE
 HY2495'SOUTHWEST CORNER OF A FRAME HOUSE, 52 FEET NORTHEAST OF A POWER LINE
 HY2495'POLE, 40 FEET EAST OF THE CENTER OF HIGHWAY 11, 21 FEET SOUTH OF
 HY2495'THE CENTER OF GRAVEL DRIVEWAY, 10 FEET EAST OF A FENCE LINE AND 10
 HY2495'FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS 18 INCHES
 HY2495'UNDERGROUND AND THE DISK IS STAMPED LEWISBURG 1953.
 HY2495'
 HY2495'REFERENCE MARK NO.1 IS 78.90 FEET EAST OF THE STATION.  IT IS 49 FEET
 HY2495'SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 9 FEET NORTH OF THE
 HY2495'CENTER OF A GRAVEL DRIVEWAY AND 1 FOOT SOUTH OF A BOARD FENCE LINE.
 HY2495'THE MARK IS FLUSH AND THE DISK IS STAMPED LEWISBURG NO 1 1953.
 HY2495'
 HY2495'REFERENCE MARK NO.2 IS 89.72 FEET SOUTH OF THE STATION.  IT IS 39
 HY2495'FEET SOUTH OF A POWER LINE POLE, 30 FEET EAST OF THE CENTER OF THE
 HY2495'HIGHWAY AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES
 HY2495'AND THE DISK IS STAMPED LEWISBURG NO 2 1953.
 HY2495'
 HY2495'AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  IT IS 34 FEET NORTH
 HY2495'OF A TELEPHONE POLE, 29 FEET WEST OF THE CENTER OF THE HIGHWAY, 2
 HY2495'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.
 HY2495'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LEWISBURG 1953.
 HY2495'
 HY2495'TO REACH THE STATION FROM THE POST OFFICE IN FLEMINGSBURG GO
 HY2495'NORTHWEST ON STATE HIGHWAY 11 FOR 11.5 MILES TO THE AZIMUTH MARK ON
 HY2495'THE LEFT AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY 11 FOR 0.25 MILE
 HY2495'TO THE STATION ON THE RIGHT AS DESCRIBED.
 HY2495'
 HY2495'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1509 ***********************************************************************
 HA1509  DESIGNATION -  LEWISPORT MUNICIPAL TANK
 HA1509  PID         -  HA1509
 HA1509  STATE/COUNTY-  KY/HANCOCK
 HA1509  USGS QUAD   -  LEWISPORT (1967)
 HA1509
 HA1509                         *CURRENT SURVEY CONTROL
 HA1509  ___________________________________________________________________
 HA1509* NAD 83(1993)-  37 56 17.59106(N)    086 54 09.69983(W)     ADJUSTED  
 HA1509* NAVD 88     -                                                        
 HA1509  ___________________________________________________________________
 HA1509  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 HA1509  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HA1509
 HA1509  HORZ ORDER  -  THIRD
 HA1509
 HA1509.The horizontal coordinates were established by classical geodetic methods
 HA1509.and adjusted by the National Geodetic Survey in December 1995..
 HA1509
 HA1509
 HA1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1509
 HA1509.The geoid height was determined by GEOID03.
 HA1509
 HA1509;                    North         East     Units Scale Factor Converg.
 HA1509;SPC KY1Z     - 1,178,739.940 1,398,683.287   MT  0.99990552   -0 42 27.8
 HA1509;SPC KY1Z     - 3,867,249.29  4,588,846.75   sFT  0.99990552   -0 42 27.8
 HA1509;SPC KY S     -   678,725.898   398,673.561   MT  1.00000090   -0 41 56.6
 HA1509;SPC KY S     - 2,226,786.55  1,307,981.51   sFT  1.00000090   -0 41 56.6
 HA1509;SPC IN W     -   298,652.289   915,878.741   MT  0.99996977   +0 06 39.8
 HA1509;SPC IN W     -   979,828.38  3,004,845.50   sFT  0.99996977   +0 06 39.8
 HA1509;UTM  16      - 4,198,964.871   508,550.335   MT  0.99960090   +0 03 35.4
 HA1509
 HA1509                          SUPERSEDED SURVEY CONTROL
 HA1509
 HA1509  NAD 83(1986)-  37 56 17.59778(N)    086 54 09.70242(W) AD(       ) 4
 HA1509  NAD 27      -  37 56 17.40500(N)    086 54 09.72500(W) AD(       ) 3
 HA1509
 HA1509.Superseded values are not recommended for survey control.
 HA1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1509.See file dsdata.txt to determine how the superseded data were derived.
 HA1509
 HA1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0855098965(NAD 83)
 HA1509_MARKER: 51 = TANK
 HA1509
 HA1509  HISTORY     - Date     Condition        Report By
 HA1509  HISTORY     - 1946     FIRST OBSERVED   CGS
 HA1509
 HA1509                          STATION DESCRIPTION
 HA1509
 HA1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1509'THE STATION IS THE BALL ON THE TOP OF THE TANK, LOCATED ON THE NORTH
 HA1509'EDGE OF LEWISPORT.  IT IS ABOUT 70 FEET NORTH OF MARKET STREET AND
 HA1509'140 FEET EAST OF MAIN STREET.  IT IS BUILT OF STEEL AND IS ABOUT 140
 HA1509'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5532 ***********************************************************************
 AC5532  CBN         -  This is a Cooperative Base Network Control Station.
 AC5532  PACS        -  This is a Primary Airport Control Station.
 AC5532  DESIGNATION -  LEX A
 AC5532  PID         -  AC5532
 AC5532  STATE/COUNTY-  KY/FAYETTE
 AC5532  USGS QUAD   -  LEXINGTON WEST (1993)
 AC5532
 AC5532                         *CURRENT SURVEY CONTROL
 AC5532  ___________________________________________________________________
 AC5532* NAD 83(1993)-  38 01 57.83234(N)    084 36 15.67627(W)     ADJUSTED  
 AC5532* NAVD 88     -       292.57   (meters)     959.9    (feet)  GPS OBS   
 AC5532  ___________________________________________________________________
 AC5532  X           -     473,021.463 (meters)                     COMP
 AC5532  Y           -  -5,008,106.867 (meters)                     COMP
 AC5532  Z           -   3,908,465.952 (meters)                     COMP
 AC5532  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 AC5532  ELLIP HEIGHT-         259.26  (meters)          (11/03/04) GPS OBS
 AC5532  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AC5532
 AC5532  HORZ ORDER  -  B
 AC5532  ELLP ORDER  -  THIRD     CLASS I
 AC5532
 AC5532.This mark is at Blue Grass Airport (LEX)
 AC5532
 AC5532.The horizontal coordinates were established by GPS observations
 AC5532.and adjusted by the National Geodetic Survey in January 1997..
 AC5532
 AC5532.The orthometric height was determined by GPS observations and a
 AC5532.high-resolution geoid model.
 AC5532
 AC5532.GPS derived orthometric heights for airport stations designated as
 AC5532.PACS or SACS are published to 2 decimal places.  This maintains
 AC5532.centimeter relative accuracy between the PACS and SACS.  It does
 AC5532.not indicate centimeter accuracy relative to other marks which are
 AC5532.part of the NAVD 88 network.
 AC5532
 AC5532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5532
 AC5532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5532
 AC5532.The ellipsoidal height was determined by GPS observations
 AC5532.and is referenced to NAD 83.
 AC5532
 AC5532.The geoid height was determined by GEOID03.
 AC5532
 AC5532;                    North         East     Units Scale Factor Converg.
 AC5532;SPC KY1Z     - 1,189,220.957 1,600,568.407   MT  0.99990865   +0 42 12.2
 AC5532;SPC KY1Z     - 3,901,635.76  5,251,198.18   sFT  0.99990865   +0 42 12.2
 AC5532;SPC KY N     -    59,191.138   468,890.376   MT  0.99999066   -0 13 13.6
 AC5532;SPC KY N     -   194,196.26  1,538,351.18   sFT  0.99999066   -0 13 13.6
 AC5532;UTM  16      - 4,212,155.655   710,252.652   MT  1.00014448   +1 28 35.5
 AC5532
 AC5532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5532!SPC KY1Z     -   0.99995932  x   0.99990865  =   0.99986797
 AC5532!SPC KY N     -   0.99995932  x   0.99999066  =   0.99994998
 AC5532!UTM  16      -   0.99995932  x   1.00014448  =   1.00010379
 AC5532
 AC5532:                Primary Azimuth Mark                     Grid Az
 AC5532:SPC KY1Z     -  FAA LEX ARP 2                            000 01 39.1
 AC5532:SPC KY N     -  FAA LEX ARP 2                            000 57 04.9
 AC5532:UTM  16      -  FAA LEX ARP 2                            359 15 15.8
 AC5532
 AC5532|---------------------------------------------------------------------|
 AC5532| PID    Reference Object                     Distance      Geod. Az  |
 AC5532|                                                           dddmmss.s |
 AC5532| HZ2472 FAA LEX ARP 2                       APPROX. 0.6 KM 0004351.3 |
 AC5532|---------------------------------------------------------------------|
 AC5532
 AC5532                          SUPERSEDED SURVEY CONTROL
 AC5532
 AC5532  ELLIP H (01/09/97)  259.26   (m)                       GP(       ) 3 2
 AC5532
 AC5532.Superseded values are not recommended for survey control.
 AC5532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5532.See file dsdata.txt to determine how the superseded data were derived.
 AC5532
 AC5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1025312156(NAD 83)
 AC5532_MARKER: I = METAL ROD
 AC5532_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC5532+WITH SETTING: INFORMATION.
 AC5532_STAMPING: LEX A 1995
 AC5532_MARK LOGO: NGS   
 AC5532_PROJECTION: FLUSH
 AC5532_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5532+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2002
 AC5532_ROD/PIPE-DEPTH: 3.0  meters
 AC5532_SLEEVE-DEPTH  : 0.9 meters
 AC5532
 AC5532  HISTORY     - Date     Condition        Report By
 AC5532  HISTORY     - 1995     MONUMENTED       LOWE
 AC5532  HISTORY     - 19960826 GOOD             NGS
 AC5532  HISTORY     - 20021203 GOOD             WOOLPT
 AC5532
 AC5532                          STATION DESCRIPTION
 AC5532
 AC5532'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC5532'STATION IS LOCATED AT LEXINGTON BLUE GRASS AIRPORT, APPROXIMATELY 8.0
 AC5532'KM (4.95 MI) WEST OF LEXINGTON.  PHONE NUMBER 606-254-9336.  STATION
 AC5532'IS LOCATED IN A UNRESTRICTED AREA OF THE AIRPORT NEAR THE CORPORATE
 AC5532'HANGERS.  TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 4
 AC5532'(CIRCLE DRIVE) AND U.S.  60, GO WEST ON U.S.  60 FOR 2.66 KM (1.65 MI)
 AC5532'TO MAN O WAR ROAD ON THE LEFT.  TURN LEFT ON MAN O WAR ROAD AND GO
 AC5532'SOUTH 0.72 KM (0.45 MI) TO AIRLINE ROAD ON THE RIGHT, PAST THE
 AC5532'ENTRANCE TO THE TERMINAL.  TURN RIGHT ON AIRLINE ROAD AND GO WEST 1.4
 AC5532'KM (0.85 MI) TO CORPORATE ROAD ON THE RIGHT.  TURN RIGHT ON CORPORATE
 AC5532'ROAD AND GO NORTH 0.72 KM (0.45 MI) TO A DRIVE ON THE RIGHT AND
 AC5532'ENTRANCE TO THE CORPORATE HANGERS OFFICE.  TURN RIGHT ON DRIVE AND GO
 AC5532'NORTH 0.08 KM (0.05 MI) TO TOP OF HILL AND STATION ON THE RIGHT.  THE
 AC5532'STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AC5532'RECESSED 0.07 M (0.23 FT) BELOW GROUND LEVEL IN A 0.025 M (0.082 FT)
 AC5532'GREASE FILLED FLUTED PLASTIC SLEEVE 0.90 M (2.95 FT) LONG ENCASED IN A
 AC5532'0.16 M (0.52 FT) PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.
 AC5532'THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.  STATION IS
 AC5532'29.26 M (96.00 FT) NORTHWEST FROM MAIN BRICK AND METAL OFFICE/HANGER
 AC5532'BUILDING.  21.55 M (70.70 FT) NORTHEAST FROM A METAL LIGHT STANDARD.
 AC5532'5.67 M (18.60 FT) DUE EAST FROM CORNER FROM ASPHALT PARKING LOT.  6.25
 AC5532'M (20.51 FT) NORTHWEST FROM CENTERLINE OF ASPHALT DRIVE.  THIS STATION
 AC5532'IS A PRIMARY AIRPORT CONTROL STATION.
 AC5532
 AC5532                          STATION RECOVERY (1996)
 AC5532
 AC5532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC5532'RECOVERED AS DESCRIBED IN 1995 BY LOWE.  THIS IS THE PRIMARY AIRPORT
 AC5532'CONTROL STATION.
 AC5532
 AC5532                          STATION RECOVERY (2002)
 AC5532
 AC5532'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 AC5532'RECOVERED AS DESCRIBED WITH THE FOLLOING ADDITIONS.
 AC5532' 
 AC5532'CORPORATE ROAD NOW CALLED AVIATOR ROAD.  THERE IS A SIGN AT HEAD OF
 AC5532'THIS ROAD  INDICATING CORPORATE HANGERS.
 AC5532' 
 AC5532'STATION IS 4.4 M (14.96 FT) NE OF A WHITE SIGN 'FOR HANGER 5 CORPORATE
 AC5532'PARKING ONLY'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2427 ***********************************************************************
 HZ2427  DESIGNATION -  LEXINGTON
 HZ2427  PID         -  HZ2427
 HZ2427  STATE/COUNTY-  KY/FAYETTE
 HZ2427  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2427
 HZ2427                         *CURRENT SURVEY CONTROL
 HZ2427  ___________________________________________________________________
 HZ2427* NAD 83(1993)-  38 02 33.54822(N)    084 27 27.77773(W)     ADJUSTED  
 HZ2427* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 HZ2427  ___________________________________________________________________
 HZ2427  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 HZ2427  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HZ2427
 HZ2427  HORZ ORDER  -  FIRST
 HZ2427
 HZ2427.The horizontal coordinates were established by classical geodetic methods
 HZ2427.and adjusted by the National Geodetic Survey in December 1995..
 HZ2427
 HZ2427.The orthometric height was scaled from a topographic map.
 HZ2427
 HZ2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2427
 HZ2427.The geoid height was determined by GEOID03.
 HZ2427
 HZ2427;                    North         East     Units Scale Factor Converg.
 HZ2427;SPC KY1Z     - 1,190,490.102 1,613,424.777   MT  0.99990913   +0 47 36.3
 HZ2427;SPC KY1Z     - 3,905,799.61  5,293,377.79   sFT  0.99990913   +0 47 36.3
 HZ2427;SPC KY N     -    60,253.055   481,766.570   MT  0.99998937   -0 07 45.2
 HZ2427;SPC KY N     -   197,680.23  1,580,595.82   sFT  0.99998937   -0 07 45.2
 HZ2427;SPC KY S     -   690,475.344   613,437.643   MT  1.00002178   +0 47 01.4
 HZ2427;SPC KY S     - 2,265,334.52  2,012,586.67   sFT  1.00002178   +0 47 01.4
 HZ2427;UTM  16      - 4,213,598.635   723,094.177   MT  1.00021303   +1 34 02.4
 HZ2427
 HZ2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2427!SPC KY1Z     -   0.99995454  x   0.99990913  =   0.99986368
 HZ2427!SPC KY N     -   0.99995454  x   0.99998937  =   0.99994391
 HZ2427!SPC KY S     -   0.99995454  x   1.00002178  =   0.99997632
 HZ2427!UTM  16      -   0.99995454  x   1.00021303  =   1.00016756
 HZ2427
 HZ2427|---------------------------------------------------------------------|
 HZ2427| PID    Reference Object                     Distance      Geod. Az  |
 HZ2427|                                                           dddmmss.s |
 HZ2427| DB9588 LEXINGTON RM 1                       52.423 METERS 05139     |
 HZ2427| DB9587 LEXINGTON AZ MK                                    0772626.2 |
 HZ2427| HZ0339 MCVEY                               APPROX. 4.2 KM 2643155.9 |
 HZ2427| HZ2430 LEXINGTON FAYETTE CTHSE DOME        APPROX. 3.6 KM 2791004.1 |
 HZ2427| DB9589 LEXINGTON RM 2                       38.195 METERS 28715     |
 HZ2427| HZ2429 NO 404 KYGS 1935                     23.604 METERS 30328     |
 HZ2427|---------------------------------------------------------------------|
 HZ2427
 HZ2427                          SUPERSEDED SURVEY CONTROL
 HZ2427
 HZ2427  NAD 83(1986)-  38 02 33.55445(N)    084 27 27.78558(W) AD(       ) 1
 HZ2427  NAD 27      -  38 02 33.27400(N)    084 27 28.01300(W) AD(       ) 1
 HZ2427
 HZ2427.Superseded values are not recommended for survey control.
 HZ2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2427.See file dsdata.txt to determine how the superseded data were derived.
 HZ2427
 HZ2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2309413599(NAD 83)
 HZ2427_MARKER: DS = TRIANGULATION STATION DISK
 HZ2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2427_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2427
 HZ2427  HISTORY     - Date     Condition        Report By
 HZ2427  HISTORY     - 1935     MONUMENTED       CGS
 HZ2427  HISTORY     - 1951     MARK NOT FOUND   CGS
 HZ2427
 HZ2427                          STATION DESCRIPTION
 HZ2427
 HZ2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2427'THE STATION IS ON THE E SIDE OF THE CITY OF LEXINGTON AND ON THE S
 HZ2427'SIDE OF U.S. HIGHWAY 60.  ON THE PROPERTY OF MR. HOWARD WHO RUNS A
 HZ2427'FLOWER SHOP 1/4 MILE W OF THE STATION.  THE MARK IS 69 FEET S OF U.S.
 HZ2427'HIGHWAY 60.  94 FEET NNE OF THE NE CORNER OF A SMALL CABINET SHOP
 HZ2427'BUILDING ABOUT 80 FEET N OF THE HIGHEST PART OF A CULTIVATED FIELD
 HZ2427'AND 1 FOOT BELOW THE SURFACE.
 HZ2427'
 HZ2427'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2427'DISKS SET IN CONCRETE.
 HZ2427'
 HZ2427'REFERENCE MARK NO.1 IS NE OF THE STATION.  22 FEET N OF THE CENTER
 HZ2427'LINE OF U.S. HIGHWAY 60.  AT THE W END OF A ROCK WALL.  AND PROJECTS
 HZ2427'ABOUT 5 INCHES.
 HZ2427'
 HZ2427'REFERENCE MARK NO.2 IS WNW OF THE STATION.  18 FEET S OF THE CENTER
 HZ2427'LINE OF HIGHWAY 60 AND PROJECTS ABOUT 4 INCHES.
 HZ2427'
 HZ2427'THE AZIMUTH MARK IS ENE OF THE STATION.  18 FEET N OF THE CENTER LINE
 HZ2427'OF U.S. HIGHWAY 60.  1 FOOT S OF ROCK WALL.  ABOUT 50 YARDS W OF THE
 HZ2427'E END OF SAID ROCK WALL AND FLUSH WITH THE GROUND.
 HZ2427'
 HZ2427'STATE SURVEY TRAVERSE STATION NO.404 IS NW OF THE STATION.  18 FEET S
 HZ2427'OF THE CENTER LINE OF U.S. HIGHWAY 60.  IT IS A STANDARD STATE DISK
 HZ2427'SET IN A 6-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HZ2427'GROUND.
 HZ2427'
 HZ2427'STATE SURVEY TRAVERSE STATION NO.403 IS SW OF THE STATION.  ALONG
 HZ2427'LIBERTY ROAD AND 144 FEET SE OF ITS INTERSECTION WITH HENRY CLAY
 HZ2427'BOULEVARD.  18 INCHES W OF THE E RIGHT-OF-WAY FENCE LINE.  0.4 MILE
 HZ2427'ALONG LIBERTY ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY 60.  33 FEET
 HZ2427'SE OF FENCE JUNCTION.  IT IS A STANDARD STATE DISK SET IN THE TOP OF
 HZ2427'A 6- INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HZ2427'
 HZ2427'TO REACH THE STATION FROM THE LAFAYETTE HOTEL IN LEXINGTON, GO SE ON
 HZ2427'MAIN STREET (HIGHWAY 60) FOR 0.35 MILE TO A POINT WHERE HIGHWAY 60
 HZ2427'TURNS LEFT ON JUST BEFORE REACHING RAILROAD CROSSING.  TURN LEFT WITH
 HZ2427'HIGHWAY 60 AND CONTINUE FOR 1.2 MILES TO ITS JUNCTION WITH LIBERTY
 HZ2427'ROAD.  CONTINUE ON OR HIGHWAY 60 FOR 0.7 MILE TO TOP OF GRADE AND
 HZ2427'STATION ON RIGHT.
 HZ2427'
 HZ2427'A 103 FOOT TOWER WAS USED AND WILL CLEAR ALL LINES.
 HZ2427'
 HZ2427'NO NATURAL OBJECTS ARE VISIBLE FROM THE GROUND.
 HZ2427
 HZ2427                          STATION RECOVERY (1951)
 HZ2427
 HZ2427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 HZ2427'THE STATION SITE WAS VISITED AND IT WAS FOUND THAT THE PROPERTY OWNER
 HZ2427'HAD RECENTLY FILLED AND SEEDED OVER THE STATION MARK AND WOULD NOT
 HZ2427'ALLOW THE PARTY TO PROBE OR DIG FOR THE MARK.
 HZ2427'
 HZ2427'REFERENCE MARK NO.1 WAS SEARCHED FOR BUT COULD NOT BE FOUND.
 HZ2427'REFERENCE MARK NO.2 STAMPED LEXINGTON NO 2 1935 WAS FOUND DESTROYED
 HZ2427'IN THE GUTTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2430 ***********************************************************************
 HZ2430  DESIGNATION -  LEXINGTON FAYETTE CTHSE DOME
 HZ2430  PID         -  HZ2430
 HZ2430  STATE/COUNTY-  KY/FAYETTE
 HZ2430  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2430
 HZ2430                         *CURRENT SURVEY CONTROL
 HZ2430  ___________________________________________________________________
 HZ2430* NAD 83(1993)-  38 02 51.91690(N)    084 29 51.89819(W)     ADJUSTED  
 HZ2430* NAVD 88     -                                                        
 HZ2430  ___________________________________________________________________
 HZ2430  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 HZ2430  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HZ2430
 HZ2430  HORZ ORDER  -  THIRD
 HZ2430
 HZ2430.The horizontal coordinates were established by classical geodetic methods
 HZ2430.and adjusted by the National Geodetic Survey in December 1995..
 HZ2430
 HZ2430
 HZ2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2430
 HZ2430.The geoid height was determined by GEOID03.
 HZ2430
 HZ2430;                    North         East     Units Scale Factor Converg.
 HZ2430;SPC KY1Z     - 1,191,008.449 1,609,903.624   MT  0.99990940   +0 46 07.8
 HZ2430;SPC KY1Z     - 3,907,500.22  5,281,825.47   sFT  0.99990940   +0 46 07.8
 HZ2430;SPC KY N     -    60,828.090   478,253.942   MT  0.99998872   -0 09 14.8
 HZ2430;SPC KY N     -   199,566.83  1,569,071.47   sFT  0.99998872   -0 09 14.8
 HZ2430;SPC KY S     -   690,994.337   609,916.178   MT  1.00002289   +0 45 34.0
 HZ2430;SPC KY S     - 2,267,037.25  2,001,033.33   sFT  1.00002289   +0 45 34.0
 HZ2430;UTM  16      - 4,214,069.512   719,565.306   MT  1.00019379   +1 32 34.1
 HZ2430
 HZ2430                          SUPERSEDED SURVEY CONTROL
 HZ2430
 HZ2430  NAD 83(1986)-  38 02 51.92331(N)    084 29 51.90638(W) AD(       ) 4
 HZ2430  NAD 27      -  38 02 51.64000(N)    084 29 52.13000(W) AD(       ) 3
 HZ2430
 HZ2430.Superseded values are not recommended for survey control.
 HZ2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2430.See file dsdata.txt to determine how the superseded data were derived.
 HZ2430
 HZ2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1956514070(NAD 83)
 HZ2430_MARKER: 82 = FINIAL
 HZ2430
 HZ2430  HISTORY     - Date     Condition        Report By
 HZ2430  HISTORY     - 1935     FIRST OBSERVED   CGS
 HZ2430  HISTORY     - 1957     GOOD             CGS
 HZ2430  HISTORY     - 20040602 MARK NOT FOUND   USPSQD
 HZ2430
 HZ2430                          STATION DESCRIPTION
 HZ2430
 HZ2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2430'STATION IS THE FINIAL OF THE DOME OF THE FAYETTE COUNTY COURTHOUSE IN
 HZ2430'THE CITY OF LEXINGTON.  IT WAS CUT IN FROM STATIONS LEXINGTON AND
 HZ2430'MCVEY.
 HZ2430
 HZ2430                          STATION RECOVERY (1957)
 HZ2430
 HZ2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 HZ2430'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 HZ2430'ADEQUATE AND COMPLETE.
 HZ2430
 HZ2430                          STATION RECOVERY (2004)
 HZ2430
 HZ2430'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 HZ2430'THE FINIAL OF THE DOME HAS BEEN REMOVED.  THIS BUILDING IS NOW A
 HZ2430'MUSEUM.  THE COURT HOUSE AND JUDICIAL COMPLEX IS NEW AND ABOUT 3
 HZ2430'BLOCKS FROM THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2465 ***********************************************************************
 HZ2465  DESIGNATION -  LEXINGTON P LORILLARD CO TANK
 HZ2465  PID         -  HZ2465
 HZ2465  STATE/COUNTY-  KY/FAYETTE
 HZ2465  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2465
 HZ2465                         *CURRENT SURVEY CONTROL
 HZ2465  ___________________________________________________________________
 HZ2465* NAD 83(1993)-  38 03 46.49528(N)    084 30 53.80950(W)     ADJUSTED  
 HZ2465* NAVD 88     -                                                        
 HZ2465  ___________________________________________________________________
 HZ2465  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 HZ2465  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ2465
 HZ2465  HORZ ORDER  -  THIRD
 HZ2465
 HZ2465.The horizontal coordinates were established by classical geodetic methods
 HZ2465.and adjusted by the National Geodetic Survey in December 1995..
 HZ2465
 HZ2465
 HZ2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2465
 HZ2465.The geoid height was determined by GEOID03.
 HZ2465
 HZ2465;                    North         East     Units Scale Factor Converg.
 HZ2465;SPC KY1Z     - 1,192,670.832 1,608,372.100   MT  0.99991022   +0 45 29.8
 HZ2465;SPC KY1Z     - 3,912,954.22  5,276,800.80   sFT  0.99991022   +0 45 29.8
 HZ2465;SPC KY N     -    62,515.060   476,749.279   MT  0.99998683   -0 09 53.3
 HZ2465;SPC KY N     -   205,101.49  1,564,134.93   sFT  0.99998683   -0 09 53.3
 HZ2465;UTM  16      - 4,215,711.508   718,011.025   MT  1.00018541   +1 31 57.7
 HZ2465
 HZ2465                          SUPERSEDED SURVEY CONTROL
 HZ2465
 HZ2465  NAD 83(1986)-  38 03 46.50143(N)    084 30 53.81696(W) AD(       ) 4
 HZ2465  NAD 27      -  38 03 46.22400(N)    084 30 54.02700(W) AD(       ) 3
 HZ2465
 HZ2465.Superseded values are not recommended for survey control.
 HZ2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2465.See file dsdata.txt to determine how the superseded data were derived.
 HZ2465
 HZ2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1801115712(NAD 83)
 HZ2465_MARKER: 51 = TANK
 HZ2465
 HZ2465  HISTORY     - Date     Condition        Report By
 HZ2465  HISTORY     - 1949     FIRST OBSERVED   CGS
 HZ2465
 HZ2465                          STATION DESCRIPTION
 HZ2465
 HZ2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2465'STATION IS LOCATED ABOUT ONE MILE NORTHWEST OF LEXINGTON ON THE
 HZ2465'NORTHEAST SIDE OF STATE HIGHWAY 50.  IT IS A BALL SHAPE WATER TANK OF
 HZ2465'STEEL CONSTRUCTION.  PAINTED SILVER AND ABOUT 100 FEET HIGH WITH THE
 HZ2465'LEGEND OLD GOLD CIGARETTES PAINTED IN LARGE BLACK LETTERS ON ALL
 HZ2465'FOUR SIDES.
 HZ2465'
 HZ2465'TO REACH THE STATION FROM THE JUNCTION OF S JEFFERSON AND W MAIN
 HZ2465'STREETS IN LEXINGTON, GO WEST ON W MAIN STREET (STATE HIGHWAY 50) FOR
 HZ2465'0.9 MILE TO A RAILROAD BRIDGE AND STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2432 ***********************************************************************
 HZ2432  DESIGNATION -  LEXINGTON RADIO STA WLEX MAST
 HZ2432  PID         -  HZ2432
 HZ2432  STATE/COUNTY-  KY/FAYETTE
 HZ2432  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2432
 HZ2432                         *CURRENT SURVEY CONTROL
 HZ2432  ___________________________________________________________________
 HZ2432* NAD 83(1993)-  38 03 56.17092(N)    084 29 12.49838(W)     ADJUSTED  
 HZ2432* NAVD 88     -                                                        
 HZ2432  ___________________________________________________________________
 HZ2432  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 HZ2432  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HZ2432
 HZ2432  HORZ ORDER  -  THIRD
 HZ2432
 HZ2432.The horizontal coordinates were established by classical geodetic methods
 HZ2432.and adjusted by the National Geodetic Survey in December 1995..
 HZ2432
 HZ2432
 HZ2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2432
 HZ2432.The geoid height was determined by GEOID03.
 HZ2432
 HZ2432;                    North         East     Units Scale Factor Converg.
 HZ2432;SPC KY1Z     - 1,193,002.157 1,610,837.286   MT  0.99991037   +0 46 32.0
 HZ2432;SPC KY1Z     - 3,914,041.24  5,284,888.66   sFT  0.99991037   +0 46 32.0
 HZ2432;SPC KY N     -    62,806.654   479,219.670   MT  0.99998650   -0 08 50.3
 HZ2432;SPC KY N     -   206,058.16  1,572,239.87   sFT  0.99998650   -0 08 50.3
 HZ2432;UTM  16      - 4,216,076.229   720,472.200   MT  1.00019870   +1 33 00.6
 HZ2432
 HZ2432                          SUPERSEDED SURVEY CONTROL
 HZ2432
 HZ2432  NAD 83(1986)-  38 03 56.17721(N)    084 29 12.50588(W) AD(       ) 4
 HZ2432  NAD 27      -  38 03 55.90300(N)    084 29 12.72500(W) AD(       ) 3
 HZ2432
 HZ2432.Superseded values are not recommended for survey control.
 HZ2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2432.See file dsdata.txt to determine how the superseded data were derived.
 HZ2432
 HZ2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2047216076(NAD 83)
 HZ2432_MARKER: 42 = RADIO/TV MAST
 HZ2432
 HZ2432  HISTORY     - Date     Condition        Report By
 HZ2432  HISTORY     - 1949     FIRST OBSERVED   CGS
 HZ2432
 HZ2432                          STATION DESCRIPTION
 HZ2432
 HZ2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2432'STATION IS LOCATED IN THE NORTHEAST SECTION OF LEXINGTON.  IT IS A
 HZ2432'STEEL RADIO MAST PAINTED ORANGE AND WHITE AND ABOUT 355 FEET HIGH.
 HZ2432'POINT OBSERVED ON WAS THE RED LIGHT ATOP THE MAST.
 HZ2432'
 HZ2432'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND 60 GO
 HZ2432'NORTH ON HIGHWAY 27 FOR 1.1 MILES TO A ROAD FORK, TAKE LEFT FORK AND
 HZ2432'GO 0.5 MILE TO A RAILROAD CROSSING AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2421 ***********************************************************************
 HZ2421  DESIGNATION -  LEXINGTON SIGNAL DEPOT TANK
 HZ2421  PID         -  HZ2421
 HZ2421  STATE/COUNTY-  KY/FAYETTE
 HZ2421  USGS QUAD   -  CLINTONVILLE (1978)
 HZ2421
 HZ2421                         *CURRENT SURVEY CONTROL
 HZ2421  ___________________________________________________________________
 HZ2421* NAD 83(1993)-  38 04 49.54493(N)    084 19 16.30918(W)     ADJUSTED  
 HZ2421* NAVD 88     -                                                        
 HZ2421  ___________________________________________________________________
 HZ2421  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 HZ2421  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HZ2421
 HZ2421  HORZ ORDER  -  THIRD
 HZ2421
 HZ2421.The horizontal coordinates were established by classical geodetic methods
 HZ2421.and adjusted by the National Geodetic Survey in December 1995..
 HZ2421
 HZ2421
 HZ2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2421
 HZ2421.The geoid height was determined by GEOID03.
 HZ2421
 HZ2421;                    North         East     Units Scale Factor Converg.
 HZ2421;SPC KY1Z     - 1,194,857.068 1,625,342.078   MT  0.99991126   +0 52 38.0
 HZ2421;SPC KY1Z     - 3,920,126.90  5,332,476.47   sFT  0.99991126   +0 52 38.0
 HZ2421;SPC KY N     -    64,427.998   493,753.525   MT  0.99998473   -0 02 39.4
 HZ2421;SPC KY N     -   211,377.52  1,619,923.02   sFT  0.99998473   -0 02 39.4
 HZ2421;UTM  16      - 4,218,127.875   734,955.320   MT  1.00027995   +1 39 10.6
 HZ2421
 HZ2421                          SUPERSEDED SURVEY CONTROL
 HZ2421
 HZ2421  NAD 83(1986)-  38 04 49.55337(N)    084 19 16.31635(W) AD(       ) 4
 HZ2421  NAD 27      -  38 04 49.27600(N)    084 19 16.56300(W) AD(       ) 3
 HZ2421
 HZ2421.Superseded values are not recommended for survey control.
 HZ2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2421.See file dsdata.txt to determine how the superseded data were derived.
 HZ2421
 HZ2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3495518128(NAD 83)
 HZ2421_MARKER: 53 = ELEVATED TANK
 HZ2421
 HZ2421  HISTORY     - Date     Condition        Report By
 HZ2421  HISTORY     - 1949     FIRST OBSERVED   CGS
 HZ2421
 HZ2421                          STATION DESCRIPTION
 HZ2421
 HZ2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2421'THE STATION IS LOCATED NEAR THE NORTH CENTRAL PART OF THE LEXINGTON
 HZ2421'SIGNAL DEPOT, ABOUT 275 FEET NORTHEAST OF BUILDING T 200 AND 250
 HZ2421'FEET NORTHEAST OF THE CENTER OF Q STREET.  IT IS A 4 LEGGED STEEL
 HZ2421'STRUCTURE WITH A TANK ATOP, 120 FEET HIGH AND IS PAINTED IN A
 HZ2421'CHECKERED RED AND WHITE PATTERN.  THE POST ENGINNERS STRUCTURE
 HZ2421'NUMBER OF THE TANK IS T 246.  THE POINT OF INTERSECTION WAS THE
 HZ2421'BALL AT THE CENTER OF THE TOP OF THE TANK.
 HZ2421'
 HZ2421'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 60 TRUCK
 HZ2421'ROUTE (EAST THIRD STREET) AND U.S. HIGHWAY 60 (MIDLAND AVE.) IN THE
 HZ2421'EAST PART OF LEXINGTON, GO EAST ON HIGHWAY 60 (EAST THIRD STREET)
 HZ2421'FOR 7.9 MILES TO A CONCRETE T ROADLEFT, TURN LEFT AND GO NORTHEAST
 HZ2421'AND NORTH ON CONCRETE ROAD FOR 3.6 MILES TO THE RAIL ROAD CROSSING IN
 HZ2421'AVON CONTINUE NORTHEAST ON CONCRETE ROAD FOR 0.2 MILES TO THE MAIN
 HZ2421'ENTRANCE TO THE DEPOT, TURN LEFT THROUGH GATE AND GO NORTHWEST ON
 HZ2421'13TH AVENUE FOR 0.05 MILE TO B STREET TURN LEFT ON B STREET AND GO
 HZ2421'WEST FOR 0.3 MILE TO 2D AVENUE, TURN RIGHT AND GO NORTHEAST ON 2D
 HZ2421'AVENUE FOR 0.2 MILE TO RADAR ROAD, TURN LEFT ON RADAR ROAD AND GO
 HZ2421'NORTH AND EAST AROUND BUILDING T 200 AND STATION ABOUT 250 FEET ON
 HZ2421'THE LEFT NEAR TOP OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2471 ***********************************************************************
 HZ2471  DESIGNATION -  LEXINGTON ST PAULS CATH CH
 HZ2471  PID         -  HZ2471
 HZ2471  STATE/COUNTY-  KY/FAYETTE
 HZ2471  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2471
 HZ2471                         *CURRENT SURVEY CONTROL
 HZ2471  ___________________________________________________________________
 HZ2471* NAD 83(1993)-  38 02 43.37336(N)    084 30 07.89493(W)     ADJUSTED  
 HZ2471* NAVD 88     -                                                        
 HZ2471  ___________________________________________________________________
 HZ2471  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 HZ2471  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HZ2471
 HZ2471  HORZ ORDER  -  THIRD
 HZ2471
 HZ2471.The horizontal coordinates were established by classical geodetic methods
 HZ2471.and adjusted by the National Geodetic Survey in December 1995..
 HZ2471
 HZ2471
 HZ2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2471
 HZ2471.The geoid height was determined by GEOID03.
 HZ2471
 HZ2471;                    North         East     Units Scale Factor Converg.
 HZ2471;SPC KY1Z     - 1,190,739.853 1,609,517.182   MT  0.99990927   +0 45 58.0
 HZ2471;SPC KY1Z     - 3,906,619.00  5,280,557.62   sFT  0.99990927   +0 45 58.0
 HZ2471;SPC KY N     -    60,565.733   477,863.193   MT  0.99998902   -0 09 24.8
 HZ2471;SPC KY N     -   198,706.08  1,567,789.49   sFT  0.99998902   -0 09 24.8
 HZ2471;SPC KY S     -   690,725.774   609,529.649   MT  1.00002237   +0 45 24.3
 HZ2471;SPC KY S     - 2,266,156.14  1,999,765.19   sFT  1.00002237   +0 45 24.3
 HZ2471;UTM  16      - 4,213,795.643   719,182.419   MT  1.00019172   +1 32 23.9
 HZ2471
 HZ2471                          SUPERSEDED SURVEY CONTROL
 HZ2471
 HZ2471  NAD 83(1986)-  38 02 43.37889(N)    084 30 07.90353(W) AD(       ) 4
 HZ2471  NAD 27      -  38 02 43.10000(N)    084 30 08.12000(W) AD(       ) 3
 HZ2471
 HZ2471.Superseded values are not recommended for survey control.
 HZ2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2471.See file dsdata.txt to determine how the superseded data were derived.
 HZ2471
 HZ2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1918213796(NAD 83)
 HZ2471_MARKER: 82 = FINIAL
 HZ2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2471+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 HZ2471
 HZ2471  HISTORY     - Date     Condition        Report By
 HZ2471  HISTORY     - 1935     FIRST OBSERVED   CGS
 HZ2471  HISTORY     - 1957     GOOD             CGS
 HZ2471  HISTORY     - 20040602 GOOD             USPSQD
 HZ2471
 HZ2471                          STATION DESCRIPTION
 HZ2471
 HZ2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2471'STATION IS THE FINIAL OF THE TALL SHARP SPIRE ON THE ST PAULS
 HZ2471'CATHOLIC CHURCH IN THE CITY OF LEXINGTON.
 HZ2471'
 HZ2471'STATION WAS CUT IN FROM STATION JACOBY AND MCVEY.
 HZ2471
 HZ2471                          STATION RECOVERY (1957)
 HZ2471
 HZ2471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 HZ2471'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 HZ2471'ADEQUATE AND COMPLETE.
 HZ2471
 HZ2471                          STATION RECOVERY (2004)
 HZ2471
 HZ2471'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 HZ2471'THE CHURCH IS ON THE CORNER OF W. SHORT AND ALGONQUIN STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2428 ***********************************************************************
 HZ2428  DESIGNATION -  LEXINGTON TV STATION WKYT MAST
 HZ2428  PID         -  HZ2428
 HZ2428  STATE/COUNTY-  KY/FAYETTE
 HZ2428  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2428
 HZ2428                         *CURRENT SURVEY CONTROL
 HZ2428  ___________________________________________________________________
 HZ2428* NAD 83(1993)-  38 02 06.14949(N)    084 27 01.80154(W)     ADJUSTED  
 HZ2428* NAVD 88     -                                                        
 HZ2428  ___________________________________________________________________
 HZ2428  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 HZ2428  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HZ2428
 HZ2428  HORZ ORDER  -  THIRD
 HZ2428
 HZ2428.The horizontal coordinates were established by classical geodetic methods
 HZ2428.and adjusted by the National Geodetic Survey in December 1995..
 HZ2428
 HZ2428
 HZ2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2428
 HZ2428.The geoid height was determined by GEOID03.
 HZ2428
 HZ2428;                    North         East     Units Scale Factor Converg.
 HZ2428;SPC KY1Z     - 1,189,654.282 1,614,069.818   MT  0.99990876   +0 47 52.2
 HZ2428;SPC KY1Z     - 3,903,057.42  5,295,494.06   sFT  0.99990876   +0 47 52.2
 HZ2428;SPC KY N     -    59,406.889   482,398.121   MT  0.99999036   -0 07 29.0
 HZ2428;SPC KY N     -   194,904.10  1,582,667.84   sFT  0.99999036   -0 07 29.0
 HZ2428;UTM  16      - 4,212,771.349   723,750.647   MT  1.00021664   +1 34 17.4
 HZ2428
 HZ2428                          SUPERSEDED SURVEY CONTROL
 HZ2428
 HZ2428  NAD 83(1986)-  38 02 06.15755(N)    084 27 01.80948(W) AD(       ) 4
 HZ2428  NAD 27      -  38 02 05.87000(N)    084 27 02.02200(W) AD(       ) 3
 HZ2428
 HZ2428.Superseded values are not recommended for survey control.
 HZ2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2428.See file dsdata.txt to determine how the superseded data were derived.
 HZ2428
 HZ2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2375112771(NAD 83)
 HZ2428_MARKER: 42 = RADIO/TV MAST
 HZ2428
 HZ2428  HISTORY     - Date     Condition        Report By
 HZ2428  HISTORY     - 1960     FIRST OBSERVED   PAS
 HZ2428
 HZ2428                          STATION DESCRIPTION
 HZ2428
 HZ2428'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ2428'THE STATION IS LOCATED ON THE EAST SIDE OF LEXINGTON.  IT IS A THREE
 HZ2428'LEGGED STEEL STRUCTURE, PAINTED ORANGED AND WHITE WITH A RED LIGHT
 HZ2428'ON TOP AND IS ABOUT 543 FEET HIGH.  POINT OBSERVED WAS CENTER OF
 HZ2428'LIGHT ON TOP.
 HZ2428'
 HZ2428'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND BELT LINE ROAD
 HZ2428'(U.S. HIGHWAY 25 AND 421 BY PASS) ON THE EAST SIDE OF LEXINGTON, GO
 HZ2428'GO SOUTH ON BELT LINE FOR 0.45 MILE TO A DRIVE LEFT AT ENTRANCE TO
 HZ2428'DRIVE IN THEATER, TURN LEFT AND GO EAST ON DRIVE FOR 0.2 MILE TO
 HZ2428'STATION ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2431 ***********************************************************************
 HZ2431  DESIGNATION -  LEXINGTON TV STATION WLEX MAST
 HZ2431  PID         -  HZ2431
 HZ2431  STATE/COUNTY-  KY/FAYETTE
 HZ2431  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2431
 HZ2431                         *CURRENT SURVEY CONTROL
 HZ2431  ___________________________________________________________________
 HZ2431* NAD 83(1993)-  38 03 56.69437(N)    084 29 13.46686(W)     ADJUSTED  
 HZ2431* NAVD 88     -                                                        
 HZ2431  ___________________________________________________________________
 HZ2431  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 HZ2431  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HZ2431
 HZ2431  HORZ ORDER  -  THIRD
 HZ2431
 HZ2431.The horizontal coordinates were established by classical geodetic methods
 HZ2431.and adjusted by the National Geodetic Survey in December 1995..
 HZ2431
 HZ2431
 HZ2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2431
 HZ2431.The geoid height was determined by GEOID03.
 HZ2431
 HZ2431;                    North         East     Units Scale Factor Converg.
 HZ2431;SPC KY1Z     - 1,193,017.974 1,610,813.464   MT  0.99991038   +0 46 31.4
 HZ2431;SPC KY1Z     - 3,914,093.14  5,284,810.51   sFT  0.99991038   +0 46 31.4
 HZ2431;SPC KY N     -    62,822.854   479,196.105   MT  0.99998649   -0 08 50.9
 HZ2431;SPC KY N     -   206,111.31  1,572,162.55   sFT  0.99998649   -0 08 50.9
 HZ2431;UTM  16      - 4,216,091.727   720,448.160   MT  1.00019857   +1 33 00.0
 HZ2431
 HZ2431                          SUPERSEDED SURVEY CONTROL
 HZ2431
 HZ2431  NAD 83(1986)-  38 03 56.70200(N)    084 29 13.47452(W) AD(       ) 4
 HZ2431  NAD 27      -  38 03 56.41600(N)    084 29 13.68100(W) AD(       ) 3
 HZ2431
 HZ2431.Superseded values are not recommended for survey control.
 HZ2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2431.See file dsdata.txt to determine how the superseded data were derived.
 HZ2431
 HZ2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2044816092(NAD 83)
 HZ2431_MARKER: 42 = RADIO/TV MAST
 HZ2431
 HZ2431  HISTORY     - Date     Condition        Report By
 HZ2431  HISTORY     - 1960     FIRST OBSERVED   PAS
 HZ2431
 HZ2431                          STATION DESCRIPTION
 HZ2431
 HZ2431'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960 (EB)
 HZ2431'THE STATION IS LOCATED IN THE NORTHEAST PART OF LEXINGTON.  IT IS A
 HZ2431'THREE LEGGED STEEL STRUCTURE PAINTED ORANGE AND WHITE WITH A RED
 HZ2431'LIGHT ON TOP AND IS ABOUT 674 FEET HIGH.  POINT OBSERVED WAS CENTER
 HZ2431'OF LIGHT ON TOP.
 HZ2431'
 HZ2431'TO REACH FROM THE INTERSECTION OF MAIN STREET AND BROADWAY IN
 HZ2431'LEXINGTON, GO NORTHEAST ON BROADWAY FOR 0.1 MILE TO INTERSECTION OF
 HZ2431'LOUDON AVENUE RIGHT AND RUSSELL CAVE PIKE LEFT, TURN LEFT AND GO
 HZ2431'NORTH ON RUSSELL CAVE PIKE FOR 0.4 MILE TO A T ROAD LEFT JUST NORTH
 HZ2431'OF L. AND N. RAILROAD CROSSING, TURN LEFT AND GO WEST ON BLACK TOP
 HZ2431'ROAD FOR 0.15 MILE TO STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2433 ***********************************************************************
 HZ2433  DESIGNATION -  LEXINGTON W BASE 2
 HZ2433  PID         -  HZ2433
 HZ2433  STATE/COUNTY-  KY/FAYETTE
 HZ2433  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2433
 HZ2433                         *CURRENT SURVEY CONTROL
 HZ2433  ___________________________________________________________________
 HZ2433* NAD 83(1993)-  38 00 57.94362(N)    084 26 20.73112(W)     ADJUSTED  
 HZ2433* NAVD 88     -       319.     (meters)    1047.     (feet)  VERTCON   
 HZ2433  ___________________________________________________________________
 HZ2433  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 HZ2433  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HZ2433
 HZ2433  HORZ ORDER  -  THIRD
 HZ2433
 HZ2433.The horizontal coordinates were established by classical geodetic methods
 HZ2433.and adjusted by the National Geodetic Survey in December 1995..
 HZ2433.No horizontal observational check was made to the station.
 HZ2433
 HZ2433.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2433
 HZ2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2433
 HZ2433.The geoid height was determined by GEOID03.
 HZ2433
 HZ2433;                    North         East     Units Scale Factor Converg.
 HZ2433;SPC KY1Z     - 1,187,565.731 1,615,100.720   MT  0.99990790   +0 48 17.4
 HZ2433;SPC KY1Z     - 3,896,205.24  5,298,876.28   sFT  0.99990790   +0 48 17.4
 HZ2433;SPC KY N     -    57,301.836   483,395.347   MT  0.99999289   -0 07 03.5
 HZ2433;SPC KY N     -   187,997.77  1,585,939.57   sFT  0.99999289   -0 07 03.5
 HZ2433;SPC KY S     -   687,550.365   615,113.273   MT  1.00001615   +0 47 42.1
 HZ2433;SPC KY S     - 2,255,738.16  2,018,084.13   sFT  1.00001615   +0 47 42.1
 HZ2433;UTM  16      - 4,210,696.258   724,809.975   MT  1.00022250   +1 34 40.4
 HZ2433
 HZ2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2433!SPC KY1Z     -   0.99995515  x   0.99990790  =   0.99986306
 HZ2433!SPC KY N     -   0.99995515  x   0.99999289  =   0.99994804
 HZ2433!SPC KY S     -   0.99995515  x   1.00001615  =   0.99997130
 HZ2433!UTM  16      -   0.99995515  x   1.00022250  =   1.00017764
 HZ2433
 HZ2433|---------------------------------------------------------------------|
 HZ2433| PID    Reference Object                     Distance      Geod. Az  |
 HZ2433|                                                           dddmmss.s |
 HZ2433| AI6485 LEXINGTON W BASE 2 RM 3               7.400 METERS 10057     |
 HZ2433| HZ2426 LEXINGTON WEST BASE                  81.150 METERS 15225     |
 HZ2433| HZ2434 LEXINGTON WEST BASE AZ MK           APPROX. 0.6 KM 2241505.6 |
 HZ2433| AI6486 LEXINGTON W BASE 2 RM 4               7.468 METERS 35454     |
 HZ2433|---------------------------------------------------------------------|
 HZ2433
 HZ2433                          SUPERSEDED SURVEY CONTROL
 HZ2433
 HZ2433  NAD 83(1986)-  38 00 57.95010(N)    084 26 20.73745(W) AD(       ) 3
 HZ2433  NAD 27      -  38 00 57.67077(N)    084 26 20.96453(W) AD(       ) 3
 HZ2433  NGVD 29 (07/19/86)  319.     (m)         1047.     (f) VERT ANG       
 HZ2433
 HZ2433.Superseded values are not recommended for survey control.
 HZ2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2433.See file dsdata.txt to determine how the superseded data were derived.
 HZ2433
 HZ2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2481010696(NAD 83)
 HZ2433_MARKER: DS = TRIANGULATION STATION DISK
 HZ2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2433_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2433_STAMPING: LEXINGTON W BASE 2 1970
 HZ2433_MARK LOGO: NGS   
 HZ2433_PROJECTION: PROJECTING 8 CENTIMETERS
 HZ2433_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2433+STABILITY: SURFACE MOTION
 HZ2433
 HZ2433  HISTORY     - Date     Condition        Report By
 HZ2433  HISTORY     - 1974     MONUMENTED       NGS
 HZ2433  HISTORY     - 19840213 GOOD             NGS
 HZ2433
 HZ2433                          STATION DESCRIPTION
 HZ2433
 HZ2433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HZ2433'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF THE CENTER OF
 HZ2433'LEXINGTON, ON RAILROAD RIGHT-OF-WAY, 25 FEET SOUTH OF FENCE, 33 FEET
 HZ2433'NORTH OF THE NORTH RAIL OF THE RAILROAD, 114 FEET NORTHWEST OF
 HZ2433'RAILROAD MILEPOST NO. 639, 1 FOOT NORTHEAST OF A METAL WITNESS
 HZ2433'POST AND 25 FEET SOUTHWEST OF A TELEPHONE POLE.  THE MONUMENT
 HZ2433'PROJECTS 3 INCHES AND THE DISK IS STAMPED LEXINGTON W BASE 2 1974.
 HZ2433'
 HZ2433'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 25 AND
 HZ2433'TODD ROAD, TURN LEFT AND GO NORTH AND EASTERLY ON TODDS ROAD FOR 0.5
 HZ2433'MILE TO A FARM LANE LEFT.  TURN LEFT AND GO NORTH ON FARM LANE FOR
 HZ2433'0.1 MILE TO A GATE ON THE RIGHT AT THE REAR OF A BRICK HOUSE.
 HZ2433'TURN RIGHT AND GO EAST PASSING THROUGH THE GATE FOR 0.1 MILE TO A
 HZ2433'FARM POND.  TURN LEFT AND GO NORTH ON FARM LANE FOR 0.1 MILE TO
 HZ2433'A GATE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEASTERLY
 HZ2433'ACROSS FIELDS FOR 0.3 MILE TO RAILROAD TRACKS AND THE STATION.
 HZ2433'
 HZ2433'REFERENCE MARK 3 IS 41 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 HZ2433'TRACKS, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 2 FEET SOUTH OF A
 HZ2433'TELEPHONE POLE AND 20 FEET SOUTH OF THE FENCE.  THE MONUMENT
 HZ2433'PROJECTS 4 INCHES AND THE DISK IS STAMPED LEXINGTON W BASE 2 NO 3
 HZ2433'1974.
 HZ2433'
 HZ2433'REFERENCE MARK 4 IS 53 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 HZ2433'TRACKS, 1 FOOT WEST OF A METAL WITNESS POST AND 5 FEET SOUTH OF THE
 HZ2433'FENCE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 HZ2433'LEXINGTON W BASE 2 NO 4 1974.
 HZ2433'
 HZ2433'THE AZIMUTH MARK IS 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A METAL
 HZ2433'WITNESS POST AND 17 FEET WEST OF THE CENTERLINE OF THE LANE.  THE
 HZ2433'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED LEXINGTON W BASE
 HZ2433'1949.
 HZ2433'NEAREST TONW--LEXINGTON.
 HZ2433
 HZ2433                          STATION RECOVERY (1984)
 HZ2433
 HZ2433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HZ2433'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 HZ2433'CONDITION.  THE AZIMUTH MARK WAS FOUND AND WAS PROBABLY DESTROYED BY
 HZ2433'RECENT HOUSE CONSTRUCTION.  LINE OF SIGHT TO THE VICINITY OF THE
 HZ2433'AZIMUTH MARK IS BLOCKED BY A LARGE FACTORY BUILDING NEAR THE STATION.
 HZ2433'THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS 3 AND 4 CHECKED
 HZ2433'PREVIOUS DATA.  A NEW AZIMUTH MARK WAS ESTABLISHED. FOLLOWING IS A NEW
 HZ2433'DESCRIPTION.
 HZ2433'THE STATION IS LOCATED IN LEXINGTON ABOUT 6.5 KM (4.05 MI) SOUTHEAST
 HZ2433'FROM THE CENTER OF TOWN ON RAILROAD RIGHT OF WAY.  TO REACH FROM THE
 HZ2433'JUNCTION OF U.S HIGHWAY 25 AND TODDS ROAD IN THE SOUTHERN PART OF TOWN
 HZ2433'GO NORTHEAST ON TODD ROAD FOR 1.9 KM (1.20 MI) TO A JUNCTION WITH
 HZ2433'PALUMBO DRIVE.  TURN LEFT ONTO PALUMBO DRIVE AND GO NORTHWEST 0.3 KM
 HZ2433'(0.20 MI) TO THE ENTRANCE DRIVE OF FMC CORPORATION LEADING TO THE
 HZ2433'AZIMUTH MARK ON THE RIGHT. CONTINUE NORTHWEST ON PALUMBO DRIVE FOR 0.3
 HZ2433'KM (0.20 MI) TO A DRIVE ON THE RIGHT JUST BEYOND THE WABASH FIBRE BOX
 HZ2433'COMPANY.  TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.10 MI) TO THE
 HZ2433'RAILROAD TRACK AND THE STATION AT THE REAR OF THE BOX COMPANY.
 HZ2433'THE STATION IS A STANDARD NGS DISK STAMPED--LEXINGTON W BASE 2 1974--,
 HZ2433'SET IN THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE POST PROJECTING 8
 HZ2433'CM (3 INCHES) .  IT IS 39.6 METERS (129.9 FT) NORTHEAST OF THE NORTH
 HZ2433'CORNER OF THE WABASH FIBRE BOX COMPANY BUILDING 34.8 METERS (114.2 FT)
 HZ2433'NORTHWEST OF RAILROAD MILEPOST 63 10.2 METERS (33.5 FT) NORTH OF THE
 HZ2433'NORTH RAIL OF THE RAILROAD 7.9 METERS (25.9 FT) SOUTHWEST OF A POWER
 HZ2433'POLE 7.6 METERS (24.9 FT) SOUTH OF A FENCE AND 0.5 METERS (1.6 FT)
 HZ2433'NORTHEAST OF A WITNESS POST. REFERENCE MARK 3 IS A STANDARD NGS DISK
 HZ2433'STAMPED-LEXINGTON W BASE 2 NO 3 1974--, SET INTO THE TOP OF A 30 CM
 HZ2433'(12 INCHES) ROUND CONCRETE POST PROJECTING 10 CM (4 INCHES) .  IT IS
 HZ2433'12.5 METERS (41.0 FT) NORTH OF THE NORTH RAIL OF THE RAILROAD 6.1
 HZ2433'METERS (20.0 FT) SOUTH OF A FENCE 0.6 METERS (2.0 FT) SOUTH OF A POWER
 HZ2433'POLE AND 0.3 METERS (1.0 FT) SOUTHWEST OF A WITNESS POST. REFERENCE
 HZ2433'MARK 4 IS A STANDARD NGS DISK STAMPED--LEXINGTON W BASE 2 NO 4 1974--,
 HZ2433'SET INTO THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE POST PROJECTING
 HZ2433'13 CM (5 INCHES) .  IT IS 16.2 METERS (53.1 FT) NORTH OF THE NORTH
 HZ2433'RAIL OF THE RAILROAD 1.5 METERS (4.9 FT) SOUTH OF THE FENCE AND 0.3
 HZ2433'METERS (1.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2434 ***********************************************************************
 HZ2434  DESIGNATION -  LEXINGTON WEST BASE AZ MK
 HZ2434  PID         -  HZ2434
 HZ2434  STATE/COUNTY-  KY/FAYETTE
 HZ2434  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2434
 HZ2434                         *CURRENT SURVEY CONTROL
 HZ2434  ___________________________________________________________________
 HZ2434* NAD 83(1993)-  38 00 45.10694(N)    084 26 36.53721(W)     ADJUSTED  
 HZ2434* NAVD 88     -       321.     (meters)    1053.     (feet)  VERTCON   
 HZ2434  ___________________________________________________________________
 HZ2434  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 HZ2434  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HZ2434
 HZ2434  HORZ ORDER  -  THIRD
 HZ2434
 HZ2434.The horizontal coordinates were established by classical geodetic methods
 HZ2434.and adjusted by the National Geodetic Survey in December 1995..
 HZ2434
 HZ2434.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2434
 HZ2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2434
 HZ2434.The geoid height was determined by GEOID03.
 HZ2434
 HZ2434;                    North         East     Units Scale Factor Converg.
 HZ2434;SPC KY1Z     - 1,187,164.615 1,614,720.783   MT  0.99990775   +0 48 07.7
 HZ2434;SPC KY1Z     - 3,894,889.24  5,297,629.77   sFT  0.99990775   +0 48 07.7
 HZ2434;SPC KY N     -    56,906.855   483,008.968   MT  0.99999338   -0 07 13.3
 HZ2434;SPC KY N     -   186,701.91  1,584,671.92   sFT  0.99999338   -0 07 13.3
 HZ2434;SPC KY S     -   687,149.270   614,733.226   MT  1.00001541   +0 47 32.5
 HZ2434;SPC KY S     - 2,254,422.23  2,016,837.26   sFT  1.00001541   +0 47 32.5
 HZ2434;UTM  16      - 4,210,289.924   724,435.366   MT  1.00022043   +1 34 30.2
 HZ2434
 HZ2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2434!SPC KY1Z     -   0.99995484  x   0.99990775  =   0.99986259
 HZ2434!SPC KY N     -   0.99995484  x   0.99999338  =   0.99994822
 HZ2434!SPC KY S     -   0.99995484  x   1.00001541  =   0.99997025
 HZ2434!UTM  16      -   0.99995484  x   1.00022043  =   1.00017526
 HZ2434
 HZ2434:                Primary Azimuth Mark                     Grid Az
 HZ2434:SPC KY1Z     -  LEXINGTON W BASE 2                       043 26 48.2
 HZ2434:SPC KY N     -  LEXINGTON W BASE 2                       044 22 09.2
 HZ2434:SPC KY S     -  LEXINGTON W BASE 2                       043 27 23.4
 HZ2434:UTM  16      -  LEXINGTON W BASE 2                       042 40 25.7
 HZ2434
 HZ2434|---------------------------------------------------------------------|
 HZ2434| PID    Reference Object                     Distance      Geod. Az  |
 HZ2434|                                                           dddmmss.s |
 HZ2434| HZ2433 LEXINGTON W BASE 2                  APPROX. 0.6 KM 0441455.9 |
 HZ2434| HZ2426 LEXINGTON WEST BASE                 APPROX. 0.5 KM 0523408.5 |
 HZ2434|---------------------------------------------------------------------|
 HZ2434
 HZ2434                          SUPERSEDED SURVEY CONTROL
 HZ2434
 HZ2434  NAD 83(1986)-  38 00 45.11339(N)    084 26 36.54349(W) AD(       ) 3
 HZ2434  NAD 27      -  38 00 44.83405(N)    084 26 36.77034(W) AD(       ) 3
 HZ2434  NGVD 29 (07/19/86)  321.     (m)         1053.     (f) VERT ANG       
 HZ2434
 HZ2434.Superseded values are not recommended for survey control.
 HZ2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2434.See file dsdata.txt to determine how the superseded data were derived.
 HZ2434
 HZ2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2443510290(NAD 83)
 HZ2434_MARKER: DS = TRIANGULATION STATION DISK
 HZ2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2434_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2434+STABILITY: SURFACE MOTION
 HZ2434
 HZ2434  HISTORY     - Date     Condition        Report By
 HZ2434  HISTORY     - 1949     MONUMENTED       CGS
 HZ2434  HISTORY     - 19840615 MARK NOT FOUND   NGS
 HZ2434
 HZ2434                          STATION DESCRIPTION
 HZ2434
 HZ2434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HZ2434'THE STATION WAS NOT FOUND AND THE FIELD WHERE IT WAS LOCATED HAS BEEN
 HZ2434'TURNED INTO A SUBDIVISION.  THE LINE BETWEEN THIS STATION AND
 HZ2434'LEXINGTON WEST BASE 2 IS NOW BLOCKED BY A LARGE WAREHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2470 ***********************************************************************
 HZ2470  DESIGNATION -  LEXINGTON WT SISTRUCK RAD MAST
 HZ2470  PID         -  HZ2470
 HZ2470  STATE/COUNTY-  KY/FAYETTE
 HZ2470  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2470
 HZ2470                         *CURRENT SURVEY CONTROL
 HZ2470  ___________________________________________________________________
 HZ2470* NAD 83(1993)-  38 02 55.25657(N)    084 30 18.34117(W)     ADJUSTED  
 HZ2470* NAVD 88     -                                                        
 HZ2470  ___________________________________________________________________
 HZ2470  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 HZ2470  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HZ2470
 HZ2470  HORZ ORDER  -  THIRD
 HZ2470
 HZ2470.The horizontal coordinates were established by classical geodetic methods
 HZ2470.and adjusted by the National Geodetic Survey in December 1995..
 HZ2470
 HZ2470
 HZ2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2470
 HZ2470.The geoid height was determined by GEOID03.
 HZ2470
 HZ2470;                    North         East     Units Scale Factor Converg.
 HZ2470;SPC KY1Z     - 1,191,102.777 1,609,257.632   MT  0.99990944   +0 45 51.6
 HZ2470;SPC KY1Z     - 3,907,809.69  5,279,706.08   sFT  0.99990944   +0 45 51.6
 HZ2470;SPC KY N     -    60,932.819   477,609.502   MT  0.99998860   -0 09 31.3
 HZ2470;SPC KY N     -   199,910.42  1,566,957.17   sFT  0.99998860   -0 09 31.3
 HZ2470;UTM  16      - 4,214,155.129   718,917.916   MT  1.00019029   +1 32 17.9
 HZ2470
 HZ2470                          SUPERSEDED SURVEY CONTROL
 HZ2470
 HZ2470  NAD 83(1986)-  38 02 55.26329(N)    084 30 18.34942(W) AD(       ) 4
 HZ2470  NAD 27      -  38 02 54.99000(N)    084 30 18.56000(W) AD(       ) 3
 HZ2470
 HZ2470.Superseded values are not recommended for survey control.
 HZ2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2470.See file dsdata.txt to determine how the superseded data were derived.
 HZ2470
 HZ2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1891814155(NAD 83)
 HZ2470_MARKER: 42 = RADIO/TV MAST
 HZ2470
 HZ2470  HISTORY     - Date     Condition        Report By
 HZ2470  HISTORY     - 1949     FIRST OBSERVED   CGS
 HZ2470  HISTORY     - 20040602 MARK NOT FOUND   USPSQD
 HZ2470
 HZ2470                          STATION DESCRIPTION
 HZ2470
 HZ2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ2470'THE STATION IS THE TALL ORANGE AND WHITE STRIPED RADIO MAST LOCATED
 HZ2470'BETWEEN HIGH ST AND MAXWELL ST IN THE SOUTHWEST PORTION OF
 HZ2470'LEXINGTON.
 HZ2470
 HZ2470                          STATION RECOVERY (2004)
 HZ2470
 HZ2470'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 HZ2470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3069 ***********************************************************************
 GZ3069  DESIGNATION -  LFUCG GPS STA 0001
 GZ3069  PID         -  GZ3069
 GZ3069  STATE/COUNTY-  KY/FAYETTE
 GZ3069  USGS QUAD   -  COLETOWN (1993)
 GZ3069
 GZ3069                         *CURRENT SURVEY CONTROL
 GZ3069  ___________________________________________________________________
 GZ3069* NAD 83(1993)-  37 52 58.76846(N)    084 23 53.09447(W)     ADJUSTED  
 GZ3069* NAVD 88     -       294.61   (+/-2cm)     966.6    (feet)  VERTCON   
 GZ3069  ___________________________________________________________________
 GZ3069  X           -     492,046.411 (meters)                     COMP
 GZ3069  Y           -  -5,016,548.150 (meters)                     COMP
 GZ3069  Z           -   3,895,362.439 (meters)                     COMP
 GZ3069  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 GZ3069  ELLIP HEIGHT-         261.97  (meters)          (12/20/95) GPS OBS
 GZ3069  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 GZ3069
 GZ3069  HORZ ORDER  -  FIRST
 GZ3069  VERT ORDER  -  THIRD ? (See Below)
 GZ3069  ELLP ORDER  -  FOURTH    CLASS I
 GZ3069
 GZ3069.The horizontal coordinates were established by GPS observations
 GZ3069.and adjusted by the National Geodetic Survey in December 1995..
 GZ3069
 GZ3069.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3069.The vertical order pertains to the NGVD 29 superseded value.
 GZ3069
 GZ3069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3069
 GZ3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3069
 GZ3069.The ellipsoidal height was determined by GPS observations
 GZ3069.and is referenced to NAD 83.
 GZ3069
 GZ3069.The geoid height was determined by GEOID03.
 GZ3069
 GZ3069;                    North         East     Units Scale Factor Converg.
 GZ3069;SPC KY1Z     - 1,172,846.071 1,618,915.258   MT  0.99990495   +0 49 48.1
 GZ3069;SPC KY1Z     - 3,847,912.48  5,311,391.14   sFT  0.99990495   +0 49 48.1
 GZ3069;SPC KY N     -    42,521.250   486,972.800   MT  1.00001372   -0 05 31.6
 GZ3069;SPC KY N     -   139,505.13  1,597,676.59   sFT  1.00001372   -0 05 31.6
 GZ3069;SPC KY S     -   672,828.609   618,925.617   MT  0.99999120   +0 49 11.6
 GZ3069;SPC KY S     - 2,207,438.53  2,030,591.80   sFT  0.99999120   +0 49 11.6
 GZ3069;UTM  16      - 4,196,024.432   728,823.479   MT  1.00024495   +1 35 54.3
 GZ3069
 GZ3069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3069!SPC KY1Z     -   0.99995889  x   0.99990495  =   0.99986385
 GZ3069!SPC KY N     -   0.99995889  x   1.00001372  =   0.99997261
 GZ3069!SPC KY S     -   0.99995889  x   0.99999120  =   0.99995009
 GZ3069!UTM  16      -   0.99995889  x   1.00024495  =   1.00020383
 GZ3069
 GZ3069                          SUPERSEDED SURVEY CONTROL
 GZ3069
 GZ3069  NAD 83(1986)-  37 52 58.77511(N)    084 23 53.09908(W) AD(       ) 1
 GZ3069  NGVD 29 (10/12/93)  294.76   (m)          967.1    (f) LEVELING    3  
 GZ3069
 GZ3069.Superseded values are not recommended for survey control.
 GZ3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3069.See file dsdata.txt to determine how the superseded data were derived.
 GZ3069
 GZ3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2882396024(NAD 83)
 GZ3069_MARKER: I = METAL ROD
 GZ3069_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GZ3069_SP_SET: STAINLESS STEEL ROD
 GZ3069_STAMPING: 0001
 GZ3069_MARK LOGO: LFUCG 
 GZ3069_PROJECTION: FLUSH
 GZ3069_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3069+STABILITY: POSITION/ELEVATION WELL
 GZ3069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3069+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1991
 GZ3069_ROD/PIPE-DEPTH: 2.13 meters
 GZ3069_SLEEVE-DEPTH  : 0.61 meters
 GZ3069
 GZ3069  HISTORY     - Date     Condition        Report By
 GZ3069  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3069  HISTORY     - 19900601 GOOD             GRWAS
 GZ3069  HISTORY     - 19910829 GOOD
 GZ3069
 GZ3069                          STATION DESCRIPTION
 GZ3069
 GZ3069'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3069'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF MAN O WAR BLVD AND
 GZ3069'RICHMOND RD. GO SE 0N RICHMOND RD FOR 1.6 MILES TO THE INTERSECTION
 GZ3069'OF RICHMOND RD AND OLD RICMOND RD (HWY 25 ). GO SOUTH ON HWY 25 FOR
 GZ3069'3.30 MILES TO THE INTERSECTION OF HWY 25 AND JACKS CREEK PIKE (HWY
 GZ3069'1975).GO SOUTH ON HWY 1975 FOR 5.2 MILES TO STA ON THE LEFT. AT
 GZ3069'ENTRANCE TO RAVEN RUN NATURE SANCTUARY,  5.50 FT EAST OF PK NAIL IN
 GZ3069'PAVEMENT, 8.40 FT NW OF CHAINLINK FENCE CORNER, 19.0 FT SE OF CHAINLIN
 GZ3069'FENCE CORNER, 9.0 FT N OF HWY 1975.
 GZ3069
 GZ3069                          STATION RECOVERY (1990)
 GZ3069
 GZ3069'RECOVERY NOTE BY GRW AERIAL SURVEY 1990
 GZ3069'RECOVERED IN GOOD CONDITION.
 GZ3069
 GZ3069                          STATION RECOVERY (1991)
 GZ3069
 GZ3069'RECOVERED 1991
 GZ3069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2579 ***********************************************************************
 HZ2579  DESIGNATION -  LFUCG GPS STA 0002
 HZ2579  PID         -  HZ2579
 HZ2579  STATE/COUNTY-  KY/FAYETTE
 HZ2579  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2579
 HZ2579                         *CURRENT SURVEY CONTROL
 HZ2579  ___________________________________________________________________
 HZ2579* NAD 83(1993)-  38 06 36.44272(N)    084 32 52.14981(W)     ADJUSTED  
 HZ2579* NAVD 88     -       277.8    (meters)     911.     (feet)  VERTCON   
 HZ2579  ___________________________________________________________________
 HZ2579  X           -     477,458.406 (meters)                     COMP
 HZ2579  Y           -  -5,002,352.597 (meters)                     COMP
 HZ2579  Z           -   3,915,219.690 (meters)                     COMP
 HZ2579  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 HZ2579  ELLIP HEIGHT-         244.35  (meters)          (12/20/95) GPS OBS
 HZ2579  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HZ2579
 HZ2579  HORZ ORDER  -  FIRST
 HZ2579  ELLP ORDER  -  FOURTH    CLASS I
 HZ2579
 HZ2579.The horizontal coordinates were established by GPS observations
 HZ2579.and adjusted by the National Geodetic Survey in December 1995..
 HZ2579
 HZ2579.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2579
 HZ2579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2579
 HZ2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2579
 HZ2579.The ellipsoidal height was determined by GPS observations
 HZ2579.and is referenced to NAD 83.
 HZ2579
 HZ2579.The geoid height was determined by GEOID03.
 HZ2579
 HZ2579;                    North         East     Units Scale Factor Converg.
 HZ2579;SPC KY1Z     - 1,197,872.225 1,605,420.324   MT  0.99991323   +0 44 17.1
 HZ2579;SPC KY1Z     - 3,930,019.12  5,267,116.51   sFT  0.99991323   +0 44 17.1
 HZ2579;SPC KY N     -    67,763.719   473,881.486   MT  0.99998139   -0 11 06.9
 HZ2579;SPC KY N     -   222,321.47  1,554,726.18   sFT  0.99998139   -0 11 06.9
 HZ2579;UTM  16      - 4,220,873.863   714,988.347   MT  1.00016928   +1 30 50.4
 HZ2579
 HZ2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2579!SPC KY1Z     -   0.99996166  x   0.99991323  =   0.99987489
 HZ2579!SPC KY N     -   0.99996166  x   0.99998139  =   0.99994305
 HZ2579!UTM  16      -   0.99996166  x   1.00016928  =   1.00013093
 HZ2579
 HZ2579                          SUPERSEDED SURVEY CONTROL
 HZ2579
 HZ2579  NAD 83(1986)-  38 06 36.45055(N)    084 32 52.15564(W) AD(       ) 1
 HZ2579  NGVD 29 (12/27/91)  277.9    (m)          912.     (f) GPS OBS        
 HZ2579
 HZ2579.Superseded values are not recommended for survey control.
 HZ2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2579.See file dsdata.txt to determine how the superseded data were derived.
 HZ2579
 HZ2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1498820874(NAD 83)
 HZ2579_MARKER: I = METAL ROD
 HZ2579_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2579_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2579_STAMPING: 02
 HZ2579_MARK LOGO: LFUCG 
 HZ2579_PROJECTION: FLUSH
 HZ2579_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2579+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2000
 HZ2579_ROD/PIPE-DEPTH: 1.57 meters
 HZ2579_SLEEVE-DEPTH  : 0.61 meters
 HZ2579
 HZ2579  HISTORY     - Date     Condition        Report By
 HZ2579  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2579  HISTORY     - 20000508 GOOD             WOOLPT
 HZ2579
 HZ2579                          STATION DESCRIPTION
 HZ2579
 HZ2579'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2579'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD (HWY 4)
 HZ2579'AND LEESTOWN RD (HWY 421 ). GO NW ON HWY 421 FOR 2.0 MILES TO THE
 HZ2579'INTERSECTION OF HWY 421 AND ENTRANCE TO MASTERSON STATION PARK. GO
 HZ2579'NORTH ON PAVED RD FOR 1.35 MILES TO T RD. GO EAST FOR 0.10 MILES TO
 HZ2579'DIRT RD TO THE NORTH. FOLLOW DIRT RD FOR 0.35 MILES TO STATION AT
 HZ2579'WOOD PLANK FENCE.4.80FT EAST OF PLANK FENCE, 95.0 FT SOUTHEAST OF EAST
 HZ2579'GATEPOST AT SPUR RD.
 HZ2579
 HZ2579                          STATION RECOVERY (2000)
 HZ2579
 HZ2579'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 HZ2579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2580 ***********************************************************************
 HZ2580  DESIGNATION -  LFUCG GPS STA 0003
 HZ2580  PID         -  HZ2580
 HZ2580  STATE/COUNTY-  KY/FAYETTE
 HZ2580  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2580
 HZ2580                         *CURRENT SURVEY CONTROL
 HZ2580  ___________________________________________________________________
 HZ2580* NAD 83(1993)-  38 06 20.12404(N)    084 31 32.68184(W)     ADJUSTED  
 HZ2580* NAVD 88     -       287.82   (+/-2cm)     944.3    (feet)  VERTCON   
 HZ2580  ___________________________________________________________________
 HZ2580  X           -     479,416.018 (meters)                     COMP
 HZ2580  Y           -  -5,002,485.306 (meters)                     COMP
 HZ2580  Z           -   3,914,830.008 (meters)                     COMP
 HZ2580  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 HZ2580  ELLIP HEIGHT-         254.46  (meters)          (12/20/95) GPS OBS
 HZ2580  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HZ2580
 HZ2580  HORZ ORDER  -  FIRST
 HZ2580  VERT ORDER  -  THIRD ? (See Below)
 HZ2580  ELLP ORDER  -  FOURTH    CLASS I
 HZ2580
 HZ2580.The horizontal coordinates were established by GPS observations
 HZ2580.and adjusted by the National Geodetic Survey in December 1995..
 HZ2580
 HZ2580.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2580.The vertical order pertains to the NGVD 29 superseded value.
 HZ2580
 HZ2580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2580
 HZ2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2580
 HZ2580.The ellipsoidal height was determined by GPS observations
 HZ2580.and is referenced to NAD 83.
 HZ2580
 HZ2580.The geoid height was determined by GEOID03.
 HZ2580
 HZ2580;                    North         East     Units Scale Factor Converg.
 HZ2580;SPC KY1Z     - 1,197,394.325 1,607,362.542   MT  0.99991291   +0 45 05.9
 HZ2580;SPC KY1Z     - 3,928,451.21  5,273,488.61   sFT  0.99991291   +0 45 05.9
 HZ2580;SPC KY N     -    67,254.550   475,815.884   MT  0.99998189   -0 10 17.5
 HZ2580;SPC KY N     -   220,650.97  1,561,072.61   sFT  0.99998189   -0 10 17.5
 HZ2580;UTM  16      - 4,220,422.188   716,937.367   MT  1.00017965   +1 31 39.0
 HZ2580
 HZ2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2580!SPC KY1Z     -   0.99996007  x   0.99991291  =   0.99987299
 HZ2580!SPC KY N     -   0.99996007  x   0.99998189  =   0.99994196
 HZ2580!UTM  16      -   0.99996007  x   1.00017965  =   1.00013972
 HZ2580
 HZ2580                          SUPERSEDED SURVEY CONTROL
 HZ2580
 HZ2580  NAD 83(1986)-  38 06 20.13193(N)    084 31 32.68767(W) AD(       ) 1
 HZ2580  NGVD 29 (06/12/95)  287.98   (m)          944.8    (f) LEVELING    3  
 HZ2580
 HZ2580.Superseded values are not recommended for survey control.
 HZ2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2580.See file dsdata.txt to determine how the superseded data were derived.
 HZ2580
 HZ2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1693720422(NAD 83)
 HZ2580_MARKER: I = METAL ROD
 HZ2580_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2580_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2580_STAMPING: 0003
 HZ2580_MARK LOGO: LFUCG 
 HZ2580_PROJECTION: FLUSH
 HZ2580_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2580+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 HZ2580_ROD/PIPE-DEPTH: 1.67 meters
 HZ2580_SLEEVE-DEPTH  : 0.61 meters
 HZ2580
 HZ2580  HISTORY     - Date     Condition        Report By
 HZ2580  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2580  HISTORY     - 19940921 GOOD             GRWAS
 HZ2580
 HZ2580                          STATION DESCRIPTION
 HZ2580
 HZ2580'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2580'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD (HWY 4 )
 HZ2580'AND GEORGETOWN RD ( HWY 25 ). GO NORTH ON HWY 25 FOR 2.15 MILES TO
 HZ2580'THE INTERSECTION OF HWY 25 AND SPURR RD ( 1977 ). GO NW ON HWY 1977
 HZ2580'FOR 0.60 MILES TO STATION ON THE LEFT AFTER YOU CROSS THE RR TRACKS.
 HZ2580'27.50  FT WEST OF THE WEST RAIL, 16.0 FT SOUTH OF RR MILE MARKER 77,
 HZ2580'19.0 FT WEST OF STEEL GATE POST, 3.23 FT NW OF STEEL GATE POST.
 HZ2580
 HZ2580                          STATION RECOVERY (1994)
 HZ2580
 HZ2580'RECOVERY NOTE BY GRW AERIAL SURVEY 1994 (ROR)
 HZ2580'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2581 ***********************************************************************
 HZ2581  DESIGNATION -  LFUCG GPS STA 0004
 HZ2581  PID         -  HZ2581
 HZ2581  STATE/COUNTY-  KY/FAYETTE
 HZ2581  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2581
 HZ2581                         *CURRENT SURVEY CONTROL
 HZ2581  ___________________________________________________________________
 HZ2581* NAD 83(1993)-  38 05 57.47108(N)    084 29 06.68902(W)     ADJUSTED  
 HZ2581* NAVD 88     -       289.0    (meters)     948.     (feet)  VERTCON   
 HZ2581  ___________________________________________________________________
 HZ2581  X           -     482,998.139 (meters)                     COMP
 HZ2581  Y           -  -5,002,574.723 (meters)                     COMP
 HZ2581  Z           -   3,914,281.136 (meters)                     COMP
 HZ2581  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 HZ2581  ELLIP HEIGHT-         255.71  (meters)          (12/20/95) GPS OBS
 HZ2581  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ2581
 HZ2581  HORZ ORDER  -  FIRST
 HZ2581  ELLP ORDER  -  FOURTH    CLASS I
 HZ2581
 HZ2581.The horizontal coordinates were established by GPS observations
 HZ2581.and adjusted by the National Geodetic Survey in December 1995..
 HZ2581
 HZ2581.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2581
 HZ2581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2581
 HZ2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2581
 HZ2581.The ellipsoidal height was determined by GPS observations
 HZ2581.and is referenced to NAD 83.
 HZ2581
 HZ2581.The geoid height was determined by GEOID03.
 HZ2581
 HZ2581;                    North         East     Units Scale Factor Converg.
 HZ2581;SPC KY1Z     - 1,196,743.422 1,610,928.187   MT  0.99991248   +0 46 35.6
 HZ2581;SPC KY1Z     - 3,926,315.71  5,285,186.89   sFT  0.99991248   +0 46 35.6
 HZ2581;SPC KY N     -    66,546.243   479,370.828   MT  0.99998258   -0 08 46.7
 HZ2581;SPC KY N     -   218,327.13  1,572,735.79   sFT  0.99998258   -0 08 46.7
 HZ2581;UTM  16      - 4,219,819.457   720,512.487   MT  1.00019891   +1 33 08.4
 HZ2581
 HZ2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2581!SPC KY1Z     -   0.99995988  x   0.99991248  =   0.99987236
 HZ2581!SPC KY N     -   0.99995988  x   0.99998258  =   0.99994246
 HZ2581!UTM  16      -   0.99995988  x   1.00019891  =   1.00015878
 HZ2581
 HZ2581                          SUPERSEDED SURVEY CONTROL
 HZ2581
 HZ2581  NAD 83(1986)-  38 05 57.47858(N)    084 29 06.69471(W) AD(       ) 1
 HZ2581  NGVD 29 (12/27/91)  289.2    (m)          949.     (f) GPS OBS        
 HZ2581
 HZ2581.Superseded values are not recommended for survey control.
 HZ2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2581.See file dsdata.txt to determine how the superseded data were derived.
 HZ2581
 HZ2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2051219819(NAD 83)
 HZ2581_MARKER: I = METAL ROD
 HZ2581_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2581_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2581_STAMPING: 04
 HZ2581_MARK LOGO: LFUCG 
 HZ2581_PROJECTION: FLUSH
 HZ2581_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2581+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2581_ROD/PIPE-DEPTH: 5.18 meters
 HZ2581_SLEEVE-DEPTH  : 0.61 meters
 HZ2581
 HZ2581  HISTORY     - Date     Condition        Report By
 HZ2581  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2581
 HZ2581                          STATION DESCRIPTION
 HZ2581
 HZ2581'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2581'AT LEXINGTON,THE STATION IS AT THE SOUTHEAST CORNER OF THE I-75 AND
 HZ2581'I-64 BRIDGE OVER NEWTOWN PIKE (HWY 922 ).3.0 FT  SW OF THE END OF
 HZ2581'CONCRETE RETAINING WALL. 5.75 FT SE OF THE SE END OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2582 ***********************************************************************
 HZ2582  DESIGNATION -  LFUCG GPS STA 0005
 HZ2582  PID         -  HZ2582
 HZ2582  STATE/COUNTY-  KY/FAYETTE
 HZ2582  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2582
 HZ2582                         *CURRENT SURVEY CONTROL
 HZ2582  ___________________________________________________________________
 HZ2582* NAD 83(1993)-  38 05 27.39835(N)    084 33 35.36962(W)     ADJUSTED  
 HZ2582* NAVD 88     -       277.25   (+/-2cm)     909.6    (feet)  VERTCON   
 HZ2582  ___________________________________________________________________
 HZ2582  X           -     476,534.730 (meters)                     COMP
 HZ2582  Y           -  -5,003,759.873 (meters)                     COMP
 HZ2582  Z           -   3,913,544.085 (meters)                     COMP
 HZ2582  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 HZ2582  ELLIP HEIGHT-         243.87  (meters)          (12/20/95) GPS OBS
 HZ2582  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HZ2582
 HZ2582  HORZ ORDER  -  FIRST
 HZ2582  VERT ORDER  -  THIRD ? (See Below)
 HZ2582  ELLP ORDER  -  FOURTH    CLASS I
 HZ2582
 HZ2582.The horizontal coordinates were established by GPS observations
 HZ2582.and adjusted by the National Geodetic Survey in December 1995..
 HZ2582
 HZ2582.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2582.The vertical order pertains to the NGVD 29 superseded value.
 HZ2582
 HZ2582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2582
 HZ2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2582
 HZ2582.The ellipsoidal height was determined by GPS observations
 HZ2582.and is referenced to NAD 83.
 HZ2582
 HZ2582.The geoid height was determined by GEOID03.
 HZ2582
 HZ2582;                    North         East     Units Scale Factor Converg.
 HZ2582;SPC KY1Z     - 1,195,730.253 1,604,394.755   MT  0.99991193   +0 43 50.6
 HZ2582;SPC KY1Z     - 3,922,991.67  5,263,751.79   sFT  0.99991193   +0 43 50.6
 HZ2582;SPC KY N     -    65,638.404   472,821.457   MT  0.99998352   -0 11 33.8
 HZ2582;SPC KY N     -   215,348.66  1,551,248.40   sFT  0.99998352   -0 11 33.8
 HZ2582;UTM  16      - 4,218,717.657   713,991.612   MT  1.00016401   +1 30 21.4
 HZ2582
 HZ2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2582!SPC KY1Z     -   0.99996174  x   0.99991193  =   0.99987367
 HZ2582!SPC KY N     -   0.99996174  x   0.99998352  =   0.99994526
 HZ2582!UTM  16      -   0.99996174  x   1.00016401  =   1.00012574
 HZ2582
 HZ2582                          SUPERSEDED SURVEY CONTROL
 HZ2582
 HZ2582  NAD 83(1986)-  38 05 27.40618(N)    084 33 35.37545(W) AD(       ) 1
 HZ2582  NGVD 29 (10/12/93)  277.41   (m)          910.1    (f) LEVELING    3  
 HZ2582
 HZ2582.Superseded values are not recommended for survey control.
 HZ2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2582.See file dsdata.txt to determine how the superseded data were derived.
 HZ2582
 HZ2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1399218718(NAD 83)
 HZ2582_MARKER: I = METAL ROD
 HZ2582_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HZ2582_SP_SET: STAINLESS STEEL ROD
 HZ2582_STAMPING: 0005
 HZ2582_MARK LOGO: LFUCG 
 HZ2582_PROJECTION: FLUSH
 HZ2582_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2582+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1991
 HZ2582_ROD/PIPE-DEPTH: 6.40 meters
 HZ2582_SLEEVE-DEPTH  : 0.61 meters
 HZ2582
 HZ2582  HISTORY     - Date     Condition        Report By
 HZ2582  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2582  HISTORY     - 19900601 GOOD             GRWAS
 HZ2582  HISTORY     - 19910823 GOOD
 HZ2582
 HZ2582                          STATION DESCRIPTION
 HZ2582
 HZ2582'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2582'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2582'AND LEESTOWN RD ( HWY 421 ). GO NW ON HWY 421 FOR 2.1 MILES TO THE
 HZ2582'INTERSECTION OF HWY 421 AND OLD LEESTOWN RD. GO WEST ON OLD LEESTOWN
 HZ2582'RD FOR 0.10 MILES TO STATION ON THE LEFT. 10.6 FT SOUTH OF THE SOUTHER
 HZ2582'EDGE OF OLD LEESTOWN RD, 36.75 FT WEST OF A POWER POLE, 2.75 FT NORTH
 HZ2582'OF WOVEN WIRE FENCE.
 HZ2582
 HZ2582                          STATION RECOVERY (1990)
 HZ2582
 HZ2582'RECOVERY NOTE BY GRW AERIAL SURVEY 1990
 HZ2582'RECOVERED IN GOOD CONDITION.
 HZ2582
 HZ2582                          STATION RECOVERY (1991)
 HZ2582
 HZ2582'RECOVERED 1991
 HZ2582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2583 ***********************************************************************
 HZ2583  DESIGNATION -  LFUCG GPS STA 0006
 HZ2583  PID         -  HZ2583
 HZ2583  STATE/COUNTY-  KY/FAYETTE
 HZ2583  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2583
 HZ2583                         *CURRENT SURVEY CONTROL
 HZ2583  ___________________________________________________________________
 HZ2583* NAD 83(1993)-  38 05 12.86393(N)    084 31 52.68023(W)     ADJUSTED  
 HZ2583* NAVD 88     -       282.0    (meters)     925.     (feet)  VERTCON   
 HZ2583  ___________________________________________________________________
 HZ2583  X           -     479,052.513 (meters)                     COMP
 HZ2583  Y           -  -5,003,800.987 (meters)                     COMP
 HZ2583  Z           -   3,913,194.337 (meters)                     COMP
 HZ2583  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 HZ2583  ELLIP HEIGHT-         248.69  (meters)          (12/20/95) GPS OBS
 HZ2583  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HZ2583
 HZ2583  HORZ ORDER  -  FIRST
 HZ2583  ELLP ORDER  -  FOURTH    CLASS I
 HZ2583
 HZ2583.The horizontal coordinates were established by GPS observations
 HZ2583.and adjusted by the National Geodetic Survey in December 1995..
 HZ2583
 HZ2583.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2583
 HZ2583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2583
 HZ2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2583
 HZ2583.The ellipsoidal height was determined by GPS observations
 HZ2583.and is referenced to NAD 83.
 HZ2583
 HZ2583.The geoid height was determined by GEOID03.
 HZ2583
 HZ2583;                    North         East     Units Scale Factor Converg.
 HZ2583;SPC KY1Z     - 1,195,314.486 1,606,902.487   MT  0.99991167   +0 44 53.6
 HZ2583;SPC KY1Z     - 3,921,627.61  5,271,979.24   sFT  0.99991167   +0 44 53.6
 HZ2583;SPC KY N     -    65,182.247   475,322.343   MT  0.99998398   -0 10 30.0
 HZ2583;SPC KY N     -   213,852.09  1,559,453.39   sFT  0.99998398   -0 10 30.0
 HZ2583;UTM  16      - 4,218,335.757   716,505.390   MT  1.00017734   +1 31 24.3
 HZ2583
 HZ2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2583!SPC KY1Z     -   0.99996098  x   0.99991167  =   0.99987265
 HZ2583!SPC KY N     -   0.99996098  x   0.99998398  =   0.99994496
 HZ2583!UTM  16      -   0.99996098  x   1.00017734  =   1.00013831
 HZ2583
 HZ2583:                Primary Azimuth Mark                     Grid Az
 HZ2583:SPC KY1Z     -  LFUCG GPS STA 0013                       178 08 09.9
 HZ2583:SPC KY N     -  LFUCG GPS STA 0013                       179 03 33.5
 HZ2583:UTM  16      -  LFUCG GPS STA 0013                       177 21 39.2
 HZ2583
 HZ2583|---------------------------------------------------------------------|
 HZ2583| PID    Reference Object                     Distance      Geod. Az  |
 HZ2583|                                                           dddmmss.s |
 HZ2583| HZ2590 LFUCG GPS STA 0013                  APPROX. 1.8 KM 1785303.5 |
 HZ2583|---------------------------------------------------------------------|
 HZ2583
 HZ2583                          SUPERSEDED SURVEY CONTROL
 HZ2583
 HZ2583  NAD 83(1986)-  38 05 12.87175(N)    084 31 52.68599(W) AD(       ) 1
 HZ2583  NGVD 29 (12/27/91)  282.2    (m)          926.     (f) GPS OBS        
 HZ2583
 HZ2583.Superseded values are not recommended for survey control.
 HZ2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2583.See file dsdata.txt to determine how the superseded data were derived.
 HZ2583
 HZ2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1650518336(NAD 83)
 HZ2583_MARKER: I = METAL ROD
 HZ2583_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2583_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2583_STAMPING: 06
 HZ2583_MARK LOGO: LFUCG 
 HZ2583_PROJECTION: FLUSH
 HZ2583_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2583+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2000
 HZ2583_ROD/PIPE-DEPTH: 5.10 meters
 HZ2583_SLEEVE-DEPTH  : 0.61 meters
 HZ2583
 HZ2583  HISTORY     - Date     Condition        Report By
 HZ2583  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2583  HISTORY     - 20000508 GOOD             WOOLPT
 HZ2583
 HZ2583                          STATION DESCRIPTION
 HZ2583
 HZ2583'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2583'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4)
 HZ2583'AND GEORETOWN RD (HWY 25 ). GO N ON HWY 25 FOR 0.85 MILES TO THE
 HZ2583'INTERSECTION OF HWY 25 AND SANDERSVILLE RD. GO WEST ON SANDERSVILLE
 HZ2583'RD FOR 1.15 MILES TO STATION ON THE RIGHT.AT THE INTERSECTION OF
 HZ2583'SANDERSVILLE RD AND GREENDALE RD,( HWY 1978 ). 60.0FT EAST OF THE
 HZ2583'CENTER LINE OF HWY 1978, 36.0FT SW OF END OF ROCK WALL, 5.50FT SW OF
 HZ2583'PLANK FENCE.
 HZ2583
 HZ2583                          STATION RECOVERY (2000)
 HZ2583
 HZ2583'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 HZ2583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2584 ***********************************************************************
 HZ2584  DESIGNATION -  LFUCG GPS STA 0007
 HZ2584  PID         -  HZ2584
 HZ2584  STATE/COUNTY-  KY/FAYETTE
 HZ2584  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2584
 HZ2584                         *CURRENT SURVEY CONTROL
 HZ2584  ___________________________________________________________________
 HZ2584* NAD 83(1993)-  38 05 34.22619(N)    084 30 44.70468(W)     ADJUSTED  
 HZ2584* NAVD 88     -       296.8    (meters)     974.     (feet)  VERTCON   
 HZ2584  ___________________________________________________________________
 HZ2584  X           -     480,663.768 (meters)                     COMP
 HZ2584  Y           -  -5,003,249.949 (meters)                     COMP
 HZ2584  Z           -   3,913,721.875 (meters)                     COMP
 HZ2584  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 HZ2584  ELLIP HEIGHT-         263.48  (meters)          (12/20/95) GPS OBS
 HZ2584  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HZ2584
 HZ2584  HORZ ORDER  -  FIRST
 HZ2584  ELLP ORDER  -  FOURTH    CLASS I
 HZ2584
 HZ2584.The horizontal coordinates were established by GPS observations
 HZ2584.and adjusted by the National Geodetic Survey in December 1995..
 HZ2584
 HZ2584.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2584
 HZ2584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2584
 HZ2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2584
 HZ2584.The ellipsoidal height was determined by GPS observations
 HZ2584.and is referenced to NAD 83.
 HZ2584
 HZ2584.The geoid height was determined by GEOID03.
 HZ2584
 HZ2584;                    North         East     Units Scale Factor Converg.
 HZ2584;SPC KY1Z     - 1,195,994.826 1,608,549.965   MT  0.99991205   +0 45 35.4
 HZ2584;SPC KY1Z     - 3,923,859.69  5,277,384.34   sFT  0.99991205   +0 45 35.4
 HZ2584;SPC KY N     -    65,836.003   476,980.688   MT  0.99998331   -0 09 47.7
 HZ2584;SPC KY N     -   215,996.95  1,564,894.14   sFT  0.99998331   -0 09 47.7
 HZ2584;UTM  16      - 4,219,038.518   718,143.953   MT  1.00018612   +1 32 07.0
 HZ2584
 HZ2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2584!SPC KY1Z     -   0.99995866  x   0.99991205  =   0.99987071
 HZ2584!SPC KY N     -   0.99995866  x   0.99998331  =   0.99994197
 HZ2584!UTM  16      -   0.99995866  x   1.00018612  =   1.00014477
 HZ2584
 HZ2584                          SUPERSEDED SURVEY CONTROL
 HZ2584
 HZ2584  NAD 83(1986)-  38 05 34.23394(N)    084 30 44.71036(W) AD(       ) 1
 HZ2584  NGVD 29 (12/27/91)  296.9    (m)          974.     (f) GPS OBS        
 HZ2584
 HZ2584.Superseded values are not recommended for survey control.
 HZ2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2584.See file dsdata.txt to determine how the superseded data were derived.
 HZ2584
 HZ2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1814419039(NAD 83)
 HZ2584_MARKER: I = METAL ROD
 HZ2584_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2584_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2584_STAMPING: 07
 HZ2584_MARK LOGO: LFUCG 
 HZ2584_PROJECTION: FLUSH
 HZ2584_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2584+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2584_ROD/PIPE-DEPTH: 3.05 meters
 HZ2584_SLEEVE-DEPTH  : 0.61 meters
 HZ2584
 HZ2584  HISTORY     - Date     Condition        Report By
 HZ2584  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2584
 HZ2584                          STATION DESCRIPTION
 HZ2584
 HZ2584'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2584'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2584'AND GEORETOWN RD (HWY 25 ). GO N ON HWY 25 FOR 1.35 MILES TO THE
 HZ2584'STATION ON THE RIGHT. AT THE ENTRANCE TO THE ROOD AND RIDDLE EQUINE
 HZ2584'HOSPITAL. 50.50FT N OF TELEPHONE POLE, 3.0FT  WEST OF PLANK FENCE,
 HZ2584'14.90FT EAST OF PAVEMENT FOR TURN LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5221 ***********************************************************************
 AA5221  DESIGNATION -  LFUCG GPS STA 0007 A
 AA5221  PID         -  AA5221
 AA5221  STATE/COUNTY-  KY/FAYETTE
 AA5221  USGS QUAD   -  LEXINGTON WEST (1993)
 AA5221
 AA5221                         *CURRENT SURVEY CONTROL
 AA5221  ___________________________________________________________________
 AA5221* NAD 83(1993)-  38 05 36.05519(N)    084 30 44.67914(W)     ADJUSTED  
 AA5221* NAVD 88     -       296.68   (+/-2cm)     973.4    (feet)  VERTCON   
 AA5221  ___________________________________________________________________
 AA5221  X           -     480,661.051 (meters)                     COMP
 AA5221  Y           -  -5,003,215.162 (meters)                     COMP
 AA5221  Z           -   3,913,766.185 (meters)                     COMP
 AA5221  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AA5221  ELLIP HEIGHT-         263.36  (meters)          (12/20/95) GPS OBS
 AA5221  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 AA5221
 AA5221  HORZ ORDER  -  FIRST
 AA5221  VERT ORDER  -  THIRD ? (See Below)
 AA5221  ELLP ORDER  -  FOURTH    CLASS I
 AA5221
 AA5221.The horizontal coordinates were established by GPS observations
 AA5221.and adjusted by the National Geodetic Survey in December 1995..
 AA5221
 AA5221.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5221.The vertical order pertains to the NGVD 29 superseded value.
 AA5221
 AA5221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5221
 AA5221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5221
 AA5221.The ellipsoidal height was determined by GPS observations
 AA5221.and is referenced to NAD 83.
 AA5221
 AA5221.The geoid height was determined by GEOID03.
 AA5221
 AA5221;                    North         East     Units Scale Factor Converg.
 AA5221;SPC KY1Z     - 1,196,051.218 1,608,549.839   MT  0.99991208   +0 45 35.4
 AA5221;SPC KY1Z     - 3,924,044.70  5,277,383.93   sFT  0.99991208   +0 45 35.4
 AA5221;SPC KY N     -    65,892.393   476,981.471   MT  0.99998325   -0 09 47.7
 AA5221;SPC KY N     -   216,181.96  1,564,896.71   sFT  0.99998325   -0 09 47.7
 AA5221;UTM  16      - 4,219,094.918   718,143.064   MT  1.00018611   +1 32 07.1
 AA5221
 AA5221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5221!SPC KY1Z     -   0.99995868  x   0.99991208  =   0.99987076
 AA5221!SPC KY N     -   0.99995868  x   0.99998325  =   0.99994193
 AA5221!UTM  16      -   0.99995868  x   1.00018611  =   1.00014478
 AA5221
 AA5221                          SUPERSEDED SURVEY CONTROL
 AA5221
 AA5221  NAD 83(1986)-  38 05 36.06294(N)    084 30 44.68533(W) AD(       ) 1
 AA5221  NGVD 29 (06/12/95)  296.84   (m)          973.9    (f) LEVELING    3  
 AA5221
 AA5221.Superseded values are not recommended for survey control.
 AA5221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5221.See file dsdata.txt to determine how the superseded data were derived.
 AA5221
 AA5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1814319095(NAD 83)
 AA5221_MARKER: DD = SURVEY DISK
 AA5221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5221_STAMPING: 0007-A
 AA5221_MARK LOGO: LFUCG 
 AA5221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5221+STABILITY: SURFACE MOTION
 AA5221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5221+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5221
 AA5221  HISTORY     - Date     Condition        Report By
 AA5221  HISTORY     - 1994     MONUMENTED       GRWAS
 AA5221
 AA5221                          STATION DESCRIPTION
 AA5221
 AA5221'DESCRIBED BY GRW AERIAL SURVEY 1994 (ROR)
 AA5221'AT LEXINGTON, BEGINING AT THE INTERSECTION OF NEW CIRCLE ROAD (HWY 4)
 AA5221'AND GEORGTOWN ROAD (HWY 25). GO NORTH ON HWY 25 FOR 1.35 MILES TO THE
 AA5221'STATION ON THE RIGHT. AT THE ENTRANCE TO THE ROOD AND RIDDLE EQUINE
 AA5221'HOSPITAL. 62.6' SOUTH OF A POWER POLE, 35.1' SOUTH WEST OF A FIRE
 AA5221'HYDRANT, AND 3.1' WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2585 ***********************************************************************
 HZ2585  DESIGNATION -  LFUCG GPS STA 0008
 HZ2585  PID         -  HZ2585
 HZ2585  STATE/COUNTY-  KY/FAYETTE
 HZ2585  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2585
 HZ2585                         *CURRENT SURVEY CONTROL
 HZ2585  ___________________________________________________________________
 HZ2585* NAD 83(1993)-  38 05 13.15579(N)    084 29 22.38314(W)     ADJUSTED  
 HZ2585* NAVD 88     -       293.5    (meters)     963.     (feet)  VERTCON   
 HZ2585  ___________________________________________________________________
 HZ2585  X           -     482,698.798 (meters)                     COMP
 HZ2585  Y           -  -5,003,454.099 (meters)                     COMP
 HZ2585  Z           -   3,913,208.532 (meters)                     COMP
 HZ2585  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 HZ2585  ELLIP HEIGHT-         260.22  (meters)          (12/20/95) GPS OBS
 HZ2585  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HZ2585
 HZ2585  HORZ ORDER  -  FIRST
 HZ2585  ELLP ORDER  -  FOURTH    CLASS I
 HZ2585
 HZ2585.The horizontal coordinates were established by GPS observations
 HZ2585.and adjusted by the National Geodetic Survey in December 1995..
 HZ2585
 HZ2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2585
 HZ2585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2585
 HZ2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2585
 HZ2585.The ellipsoidal height was determined by GPS observations
 HZ2585.and is referenced to NAD 83.
 HZ2585
 HZ2585.The geoid height was determined by GEOID03.
 HZ2585
 HZ2585;                    North         East     Units Scale Factor Converg.
 HZ2585;SPC KY1Z     - 1,195,372.127 1,610,564.321   MT  0.99991167   +0 46 25.9
 HZ2585;SPC KY1Z     - 3,921,816.72  5,283,993.11   sFT  0.99991167   +0 46 25.9
 HZ2585;SPC KY N     -    65,180.890   478,984.895   MT  0.99998397   -0 08 56.5
 HZ2585;SPC KY N     -   213,847.64  1,571,469.61   sFT  0.99998397   -0 08 56.5
 HZ2585;UTM  16      - 4,218,442.969   720,167.118   MT  1.00019704   +1 32 57.2
 HZ2585
 HZ2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2585!SPC KY1Z     -   0.99995917  x   0.99991167  =   0.99987084
 HZ2585!SPC KY N     -   0.99995917  x   0.99998397  =   0.99994314
 HZ2585!UTM  16      -   0.99995917  x   1.00019704  =   1.00015620
 HZ2585
 HZ2585                          SUPERSEDED SURVEY CONTROL
 HZ2585
 HZ2585  NAD 83(1986)-  38 05 13.16341(N)    084 29 22.38866(W) AD(       ) 1
 HZ2585  NGVD 29 (12/27/91)  293.6    (m)          963.     (f) GPS OBS        
 HZ2585
 HZ2585.Superseded values are not recommended for survey control.
 HZ2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2585.See file dsdata.txt to determine how the superseded data were derived.
 HZ2585
 HZ2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2016718443(NAD 83)
 HZ2585_MARKER: I = METAL ROD
 HZ2585_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2585_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2585_STAMPING: 08
 HZ2585_MARK LOGO: LFUCG 
 HZ2585_PROJECTION: FLUSH
 HZ2585_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2585+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2585_ROD/PIPE-DEPTH: 3.35 meters
 HZ2585_SLEEVE-DEPTH  : 0.61 meters
 HZ2585
 HZ2585  HISTORY     - Date     Condition        Report By
 HZ2585  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2585
 HZ2585                          STATION DESCRIPTION
 HZ2585
 HZ2585'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2585'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2585'AND NEWTON PIKE (HWY 922 ).GO N ON HWY 922 FOR 0.90 MILES TO THE
 HZ2585'STATION ON THE RIGHT. AT THE INTERSECTION OF NEWTON PIKE AND EQUINE
 HZ2585'GRIFFEN GATE BLVD. 21.0FT NW OF CORNER OF WHITE PLANK FENCE, 2.0FT  WE
 HZ2585'OF PLANK FENCE, 25.50 EAST OF EDGE OF PAVEMENT ( HWY 922 ).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2586 ***********************************************************************
 HZ2586  DESIGNATION -  LFUCG GPS STA 0009
 HZ2586  PID         -  HZ2586
 HZ2586  STATE/COUNTY-  KY/FAYETTE
 HZ2586  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2586
 HZ2586                         *CURRENT SURVEY CONTROL
 HZ2586  ___________________________________________________________________
 HZ2586* NAD 83(1993)-  38 04 52.15996(N)    084 28 12.72520(W)     ADJUSTED  
 HZ2586* NAVD 88     -       307.7    (meters)    1010.     (feet)  VERTCON   
 HZ2586  ___________________________________________________________________
 HZ2586  X           -     484,428.053 (meters)                     COMP
 HZ2586  Y           -  -5,003,699.418 (meters)                     COMP
 HZ2586  Z           -   3,912,707.753 (meters)                     COMP
 HZ2586  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 HZ2586  ELLIP HEIGHT-         274.46  (meters)          (12/20/95) GPS OBS
 HZ2586  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ2586
 HZ2586  HORZ ORDER  -  FIRST
 HZ2586  ELLP ORDER  -  FOURTH    CLASS I
 HZ2586
 HZ2586.The horizontal coordinates were established by GPS observations
 HZ2586.and adjusted by the National Geodetic Survey in December 1995..
 HZ2586
 HZ2586.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2586
 HZ2586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2586
 HZ2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2586
 HZ2586.The ellipsoidal height was determined by GPS observations
 HZ2586.and is referenced to NAD 83.
 HZ2586
 HZ2586.The geoid height was determined by GEOID03.
 HZ2586
 HZ2586;                    North         East     Units Scale Factor Converg.
 HZ2586;SPC KY1Z     - 1,194,747.986 1,612,270.389   MT  0.99991130   +0 47 08.7
 HZ2586;SPC KY1Z     - 3,919,769.02  5,289,590.43   sFT  0.99991130   +0 47 08.7
 HZ2586;SPC KY N     -    64,529.305   480,680.814   MT  0.99998465   -0 08 13.1
 HZ2586;SPC KY N     -   211,709.89  1,577,033.64   sFT  0.99998465   -0 08 13.1
 HZ2586;UTM  16      - 4,217,841.795   721,881.972   MT  1.00020638   +1 33 39.4
 HZ2586
 HZ2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2586!SPC KY1Z     -   0.99995694  x   0.99991130  =   0.99986824
 HZ2586!SPC KY N     -   0.99995694  x   0.99998465  =   0.99994159
 HZ2586!UTM  16      -   0.99995694  x   1.00020638  =   1.00016331
 HZ2586
 HZ2586                          SUPERSEDED SURVEY CONTROL
 HZ2586
 HZ2586  NAD 83(1986)-  38 04 52.16751(N)    084 28 12.73076(W) AD(       ) 1
 HZ2586  NGVD 29 (12/27/91)  307.8    (m)         1010.     (f) GPS OBS        
 HZ2586
 HZ2586.Superseded values are not recommended for survey control.
 HZ2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2586.See file dsdata.txt to determine how the superseded data were derived.
 HZ2586
 HZ2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2188217842(NAD 83)
 HZ2586_MARKER: I = METAL ROD
 HZ2586_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2586_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2586_STAMPING: 09
 HZ2586_MARK LOGO: LFUCG 
 HZ2586_PROJECTION: FLUSH
 HZ2586_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2586+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2586_ROD/PIPE-DEPTH: 3.81 meters
 HZ2586_SLEEVE-DEPTH  : 0.61 meters
 HZ2586
 HZ2586  HISTORY     - Date     Condition        Report By
 HZ2586  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2586
 HZ2586                          STATION DESCRIPTION
 HZ2586
 HZ2586'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2586'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2586'AND RUSSELL CAVE ( HWY 353 ) GO NE ON HWY 353 FOR 0.85 MILES TO THE
 HZ2586'STATION ON THE LEFT. AT THE LEXINGTON PUBLIC LIBRARY NORTHSIDE
 HZ2586'BRANCH. 15.0FT WEST OF EDGE OF SIDEWALK, 10.0 NW OF 2 INCH OAK TREE,
 HZ2586'24.50FT SOUTH OF THE SE CORNER OF HANDICAPPED PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2587 ***********************************************************************
 HZ2587  DESIGNATION -  LFUCG GPS STA 0010
 HZ2587  PID         -  HZ2587
 HZ2587  STATE/COUNTY-  KY/FAYETTE
 HZ2587  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2587
 HZ2587                         *CURRENT SURVEY CONTROL
 HZ2587  ___________________________________________________________________
 HZ2587* NAD 83(1993)-  38 05 01.48015(N)    084 26 30.78268(W)     ADJUSTED  
 HZ2587* NAVD 88     -       306.17   (+/-2cm)    1004.5    (feet)  VERTCON   
 HZ2587  ___________________________________________________________________
 HZ2587  X           -     486,883.696 (meters)                     COMP
 HZ2587  Y           -  -5,003,281.791 (meters)                     COMP
 HZ2587  Z           -   3,912,933.031 (meters)                     COMP
 HZ2587  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 HZ2587  ELLIP HEIGHT-         272.96  (meters)          (12/20/95) GPS OBS
 HZ2587  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ2587
 HZ2587  HORZ ORDER  -  FIRST
 HZ2587  VERT ORDER  -  THIRD ? (See Below)
 HZ2587  ELLP ORDER  -  FOURTH    CLASS I
 HZ2587
 HZ2587.The horizontal coordinates were established by GPS observations
 HZ2587.and adjusted by the National Geodetic Survey in December 1995..
 HZ2587
 HZ2587.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2587.The vertical order pertains to the NGVD 29 superseded value.
 HZ2587
 HZ2587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2587
 HZ2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2587
 HZ2587.The ellipsoidal height was determined by GPS observations
 HZ2587.and is referenced to NAD 83.
 HZ2587
 HZ2587.The geoid height was determined by GEOID03.
 HZ2587
 HZ2587;                    North         East     Units Scale Factor Converg.
 HZ2587;SPC KY1Z     - 1,195,069.743 1,614,750.343   MT  0.99991147   +0 48 11.3
 HZ2587;SPC KY1Z     - 3,920,824.65  5,297,726.75   sFT  0.99991147   +0 48 11.3
 HZ2587;SPC KY N     -    64,811.110   483,165.809   MT  0.99998435   -0 07 09.7
 HZ2587;SPC KY N     -   212,634.45  1,585,186.49   sFT  0.99998435   -0 07 09.7
 HZ2587;UTM  16      - 4,218,197.187   724,358.092   MT  1.00021999   +1 34 42.7
 HZ2587
 HZ2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2587!SPC KY1Z     -   0.99995717  x   0.99991147  =   0.99986864
 HZ2587!SPC KY N     -   0.99995717  x   0.99998435  =   0.99994152
 HZ2587!UTM  16      -   0.99995717  x   1.00021999  =   1.00017715
 HZ2587
 HZ2587                          SUPERSEDED SURVEY CONTROL
 HZ2587
 HZ2587  NAD 83(1986)-  38 05 01.48769(N)    084 26 30.78820(W) AD(       ) 1
 HZ2587  NGVD 29 (10/12/93)  306.33   (m)         1005.0    (f) LEVELING    3  
 HZ2587
 HZ2587.Superseded values are not recommended for survey control.
 HZ2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2587.See file dsdata.txt to determine how the superseded data were derived.
 HZ2587
 HZ2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2435818197(NAD 83)
 HZ2587_MARKER: I = METAL ROD
 HZ2587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HZ2587_SP_SET: STAINLESS STEEL ROD
 HZ2587_STAMPING: 0010
 HZ2587_MARK LOGO: LFUCG 
 HZ2587_PROJECTION: FLUSH
 HZ2587_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2587+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1991
 HZ2587_ROD/PIPE-DEPTH: 2.89 meters
 HZ2587_SLEEVE-DEPTH  : 0.61 meters
 HZ2587
 HZ2587  HISTORY     - Date     Condition        Report By
 HZ2587  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2587  HISTORY     - 19900601 GOOD             GRWAS
 HZ2587  HISTORY     - 19910821 GOOD
 HZ2587
 HZ2587                          STATION DESCRIPTION
 HZ2587
 HZ2587'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2587'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2587'AND NORTH BROADWAY ( PARIS PIKE, HWY 27 AND 68 ). GO NE ON HWY 27 AND
 HZ2587'68 FOR 2.0 MILES TO THE ENTRANCE TO THE LEXINGTON COUNTRY CLUB.
 HZ2587'FOLLOW CONTRY CLUB RD FOR 0.05 MILES TO STA ON THE LEFT AT SHRUB
 HZ2587'LINE.  3.0FT NORTH OF SHRUB LINE, 18.0FT  NE OF 2 INCH MAPLE TREE.
 HZ2587
 HZ2587                          STATION RECOVERY (1990)
 HZ2587
 HZ2587'RECOVERY NOTE BY GRW AERIAL SURVEY 1990
 HZ2587'RECOVERED IN GOOD CONDITION.
 HZ2587
 HZ2587                          STATION RECOVERY (1991)
 HZ2587
 HZ2587'RECOVERED 1991
 HZ2587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2588 ***********************************************************************
 HZ2588  DESIGNATION -  LFUCG GPS STA 0011
 HZ2588  PID         -  HZ2588
 HZ2588  STATE/COUNTY-  KY/FAYETTE
 HZ2588  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2588
 HZ2588                         *CURRENT SURVEY CONTROL
 HZ2588  ___________________________________________________________________
 HZ2588* NAD 83(1993)-  38 03 42.85229(N)    084 32 34.62057(W)     ADJUSTED  
 HZ2588* NAVD 88     -       291.8    (meters)     957.     (feet)  VERTCON   
 HZ2588  ___________________________________________________________________
 HZ2588  X           -     478,198.573 (meters)                     COMP
 HZ2588  Y           -  -5,005,609.808 (meters)                     COMP
 HZ2588  Z           -   3,911,015.574 (meters)                     COMP
 HZ2588  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 HZ2588  ELLIP HEIGHT-         258.54  (meters)          (12/20/95) GPS OBS
 HZ2588  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2588
 HZ2588  HORZ ORDER  -  FIRST
 HZ2588  ELLP ORDER  -  FOURTH    CLASS I
 HZ2588
 HZ2588.The horizontal coordinates were established by GPS observations
 HZ2588.and adjusted by the National Geodetic Survey in December 1995..
 HZ2588
 HZ2588.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2588
 HZ2588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2588
 HZ2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2588
 HZ2588.The ellipsoidal height was determined by GPS observations
 HZ2588.and is referenced to NAD 83.
 HZ2588
 HZ2588.The geoid height was determined by GEOID03.
 HZ2588
 HZ2588;                    North         East     Units Scale Factor Converg.
 HZ2588;SPC KY1Z     - 1,192,526.377 1,605,916.508   MT  0.99991016   +0 44 27.9
 HZ2588;SPC KY1Z     - 3,912,480.29  5,268,744.41   sFT  0.99991016   +0 44 27.9
 HZ2588;SPC KY N     -    62,410.181   474,291.489   MT  0.99998695   -0 10 56.0
 HZ2588;SPC KY N     -   204,757.40  1,556,071.33   sFT  0.99998695   -0 10 56.0
 HZ2588;UTM  16      - 4,215,533.833   715,556.950   MT  1.00017230   +1 30 55.4
 HZ2588
 HZ2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2588!SPC KY1Z     -   0.99995943  x   0.99991016  =   0.99986960
 HZ2588!SPC KY N     -   0.99995943  x   0.99998695  =   0.99994638
 HZ2588!UTM  16      -   0.99995943  x   1.00017230  =   1.00013173
 HZ2588
 HZ2588:                Primary Azimuth Mark                     Grid Az
 HZ2588:SPC KY1Z     -  LFUCG GPS STA 0013                       045 54 08.2
 HZ2588:SPC KY N     -  LFUCG GPS STA 0013                       046 49 32.1
 HZ2588:UTM  16      -  LFUCG GPS STA 0013                       045 07 40.7
 HZ2588
 HZ2588|---------------------------------------------------------------------|
 HZ2588| PID    Reference Object                     Distance      Geod. Az  |
 HZ2588|                                                           dddmmss.s |
 HZ2588| HZ2590 LFUCG GPS STA 0013                  APPROX. 1.5 KM 0463836.1 |
 HZ2588| HZ2589 LFUCG GPS STA 0012                  APPROX. 1.6 KM 3041959.5 |
 HZ2588|---------------------------------------------------------------------|
 HZ2588
 HZ2588                          SUPERSEDED SURVEY CONTROL
 HZ2588
 HZ2588  NAD 83(1986)-  38 03 42.86007(N)    084 32 34.62638(W) AD(       ) 1
 HZ2588  NGVD 29 (12/27/91)  292.0    (m)          958.     (f) GPS OBS        
 HZ2588
 HZ2588.Superseded values are not recommended for survey control.
 HZ2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2588.See file dsdata.txt to determine how the superseded data were derived.
 HZ2588
 HZ2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1555715534(NAD 83)
 HZ2588_MARKER: I = METAL ROD
 HZ2588_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2588_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2588_STAMPING: 11
 HZ2588_MARK LOGO: LFUCG 
 HZ2588_PROJECTION: FLUSH
 HZ2588_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2588+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2588_ROD/PIPE-DEPTH: 4.57 meters
 HZ2588_SLEEVE-DEPTH  : 0.61 meters
 HZ2588
 HZ2588  HISTORY     - Date     Condition        Report By
 HZ2588  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2588
 HZ2588                          STATION DESCRIPTION
 HZ2588
 HZ2588'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2588'AT LEXINGTON,AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 ) AND
 HZ2588'FRANKFORT PIKE ( HWY 1681 ). STATION IS AT THE SOUTHEAST CORNER OF
 HZ2588'THE BRIDGE. 24.0FT N OF A 15 INCH PINE TREE, 3.20FT SE OF THE SE CORNE
 HZ2588'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2589 ***********************************************************************
 HZ2589  DESIGNATION -  LFUCG GPS STA 0012
 HZ2589  PID         -  HZ2589
 HZ2589  STATE/COUNTY-  KY/FAYETTE
 HZ2589  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2589
 HZ2589                         *CURRENT SURVEY CONTROL
 HZ2589  ___________________________________________________________________
 HZ2589* NAD 83(1993)-  38 04 11.62993(N)    084 33 27.92398(W)     ADJUSTED  
 HZ2589* NAVD 88     -       269.0    (meters)     883.     (feet)  VERTCON   
 HZ2589  ___________________________________________________________________
 HZ2589  X           -     476,851.397 (meters)                     COMP
 HZ2589  Y           -  -5,005,170.623 (meters)                     COMP
 HZ2589  Z           -   3,911,700.036 (meters)                     COMP
 HZ2589  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 HZ2589  ELLIP HEIGHT-         235.62  (meters)          (12/20/95) GPS OBS
 HZ2589  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HZ2589
 HZ2589  HORZ ORDER  -  FIRST
 HZ2589  ELLP ORDER  -  FOURTH    CLASS I
 HZ2589
 HZ2589.The horizontal coordinates were established by GPS observations
 HZ2589.and adjusted by the National Geodetic Survey in December 1995..
 HZ2589
 HZ2589.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2589
 HZ2589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2589
 HZ2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2589
 HZ2589.The ellipsoidal height was determined by GPS observations
 HZ2589.and is referenced to NAD 83.
 HZ2589
 HZ2589.The geoid height was determined by GEOID03.
 HZ2589
 HZ2589;                    North         East     Units Scale Factor Converg.
 HZ2589;SPC KY1Z     - 1,193,396.816 1,604,606.000   MT  0.99991062   +0 43 55.2
 HZ2589;SPC KY1Z     - 3,915,336.05  5,264,444.85   sFT  0.99991062   +0 43 55.2
 HZ2589;SPC KY N     -    63,301.694   472,995.080   MT  0.99998598   -0 11 29.2
 HZ2589;SPC KY N     -   207,682.31  1,551,818.02   sFT  0.99998598   -0 11 29.2
 HZ2589;UTM  16      - 4,216,386.700   714,234.456   MT  1.00016530   +1 30 23.5
 HZ2589
 HZ2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2589!SPC KY1Z     -   0.99996303  x   0.99991062  =   0.99987365
 HZ2589!SPC KY N     -   0.99996303  x   0.99998598  =   0.99994901
 HZ2589!UTM  16      -   0.99996303  x   1.00016530  =   1.00012832
 HZ2589
 HZ2589:                Primary Azimuth Mark                     Grid Az
 HZ2589:SPC KY1Z     -  LFUCG GPS STA 0011                       123 35 31.4
 HZ2589:SPC KY N     -  LFUCG GPS STA 0011                       124 30 55.8
 HZ2589:UTM  16      -  LFUCG GPS STA 0011                       122 49 03.1
 HZ2589
 HZ2589|---------------------------------------------------------------------|
 HZ2589| PID    Reference Object                     Distance      Geod. Az  |
 HZ2589|                                                           dddmmss.s |
 HZ2589| HZ2588 LFUCG GPS STA 0011                  APPROX. 1.6 KM 1241926.6 |
 HZ2589|---------------------------------------------------------------------|
 HZ2589
 HZ2589                          SUPERSEDED SURVEY CONTROL
 HZ2589
 HZ2589  NAD 83(1986)-  38 04 11.63771(N)    084 33 27.92980(W) AD(       ) 1
 HZ2589  NGVD 29 (12/27/91)  269.1    (m)          883.     (f) GPS OBS        
 HZ2589
 HZ2589.Superseded values are not recommended for survey control.
 HZ2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2589.See file dsdata.txt to determine how the superseded data were derived.
 HZ2589
 HZ2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1423416387(NAD 83)
 HZ2589_MARKER: I = METAL ROD
 HZ2589_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2589_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2589_STAMPING: 0012
 HZ2589_MARK LOGO: LFUCG 
 HZ2589_PROJECTION: FLUSH
 HZ2589_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2589+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2000
 HZ2589_ROD/PIPE-DEPTH: 1.53 meters
 HZ2589_SLEEVE-DEPTH  : 0.61 meters
 HZ2589
 HZ2589  HISTORY     - Date     Condition        Report By
 HZ2589  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2589  HISTORY     - 20000508 GOOD             WOOLPT
 HZ2589
 HZ2589                          STATION DESCRIPTION
 HZ2589
 HZ2589'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2589'AT LEXINGTON,BEGINGNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2589'AND OLD FRANKFORT PIKE ( HWY 1681 ).GO NW ON HWY 1681 FOR 1.0 MILES
 HZ2589'TO THE STATION ON THE RIGHT. AT THE NE CORNER OF THE INTERSECTION OF
 HZ2589'HWY 1681 AND VILEY RD. 4.55FT WEST OF PLANK FENCE, 6.8FT  EAST OF THE
 HZ2589'EAST EDGE OF PAVEMENT ( VILEY RD ), 13.00FT N OF THE END OF ROCK
 HZ2589'FENCE.
 HZ2589
 HZ2589                          STATION RECOVERY (2000)
 HZ2589
 HZ2589'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 HZ2589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2590 ***********************************************************************
 HZ2590  DESIGNATION -  LFUCG GPS STA 0013
 HZ2590  PID         -  HZ2590
 HZ2590  STATE/COUNTY-  KY/FAYETTE
 HZ2590  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2590
 HZ2590                         *CURRENT SURVEY CONTROL
 HZ2590  ___________________________________________________________________
 HZ2590* NAD 83(1993)-  38 04 15.21617(N)    084 31 51.26005(W)     ADJUSTED  
 HZ2590* NAVD 88     -       293.9    (meters)     964.     (feet)  VERTCON   
 HZ2590  ___________________________________________________________________
 HZ2590  X           -     479,192.341 (meters)                     COMP
 HZ2590  Y           -  -5,004,898.279 (meters)                     COMP
 HZ2590  Z           -   3,911,802.474 (meters)                     COMP
 HZ2590  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 HZ2590  ELLIP HEIGHT-         260.57  (meters)          (12/20/95) GPS OBS
 HZ2590  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ2590
 HZ2590  HORZ ORDER  -  FIRST
 HZ2590  ELLP ORDER  -  FOURTH    CLASS I
 HZ2590
 HZ2590.The horizontal coordinates were established by GPS observations
 HZ2590.and adjusted by the National Geodetic Survey in December 1995..
 HZ2590
 HZ2590.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2590
 HZ2590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2590
 HZ2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2590
 HZ2590.The ellipsoidal height was determined by GPS observations
 HZ2590.and is referenced to NAD 83.
 HZ2590
 HZ2590.The geoid height was determined by GEOID03.
 HZ2590
 HZ2590;                    North         East     Units Scale Factor Converg.
 HZ2590;SPC KY1Z     - 1,193,537.807 1,606,960.306   MT  0.99991068   +0 44 54.5
 HZ2590;SPC KY1Z     - 3,915,798.62  5,272,168.94   sFT  0.99991068   +0 44 54.5
 HZ2590;SPC KY N     -    63,404.736   475,351.530   MT  0.99998586   -0 10 29.1
 HZ2590;SPC KY N     -   208,020.37  1,559,549.14   sFT  0.99998586   -0 10 29.1
 HZ2590;UTM  16      - 4,216,559.550   716,587.254   MT  1.00017778   +1 31 23.2
 HZ2590
 HZ2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2590!SPC KY1Z     -   0.99995911  x   0.99991068  =   0.99986980
 HZ2590!SPC KY N     -   0.99995911  x   0.99998586  =   0.99994498
 HZ2590!UTM  16      -   0.99995911  x   1.00017778  =   1.00013689
 HZ2590
 HZ2590:                Primary Azimuth Mark                     Grid Az
 HZ2590:SPC KY1Z     -  LFUCG GPS STA 0011                       225 54 08.3
 HZ2590:SPC KY N     -  LFUCG GPS STA 0011                       226 49 31.9
 HZ2590:UTM  16      -  LFUCG GPS STA 0011                       225 07 39.6
 HZ2590
 HZ2590|---------------------------------------------------------------------|
 HZ2590| PID    Reference Object                     Distance      Geod. Az  |
 HZ2590|                                                           dddmmss.s |
 HZ2590| HZ2588 LFUCG GPS STA 0011                  APPROX. 1.5 KM 2263902.8 |
 HZ2590| HZ2583 LFUCG GPS STA 0006                  APPROX. 1.8 KM 3585304.3 |
 HZ2590|---------------------------------------------------------------------|
 HZ2590
 HZ2590                          SUPERSEDED SURVEY CONTROL
 HZ2590
 HZ2590  NAD 83(1986)-  38 04 15.22397(N)    084 31 51.26583(W) AD(       ) 1
 HZ2590  NGVD 29 (12/27/91)  294.0    (m)          965.     (f) GPS OBS        
 HZ2590
 HZ2590.Superseded values are not recommended for survey control.
 HZ2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2590.See file dsdata.txt to determine how the superseded data were derived.
 HZ2590
 HZ2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1658716560(NAD 83)
 HZ2590_MARKER: I = METAL ROD
 HZ2590_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2590_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2590_STAMPING: 13
 HZ2590_MARK LOGO: LFUCG 
 HZ2590_PROJECTION: FLUSH
 HZ2590_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2590+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2590_ROD/PIPE-DEPTH: 4.87 meters
 HZ2590_SLEEVE-DEPTH  : 0.61 meters
 HZ2590
 HZ2590  HISTORY     - Date     Condition        Report By
 HZ2590  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2590
 HZ2590                          STATION DESCRIPTION
 HZ2590
 HZ2590'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2590'AT LEXINGTON, AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 ) AND
 HZ2590'LEESTOWN RD ( HWY 421 ). STATION IS AT THE NORTH END OF THE BRIDGE.
 HZ2590'10.4FT NE OF THE BRIDGE FOR WEST BOUND LANES, 9.5 FT N OF A CONCRETE
 HZ2590'RETAING WALL, 10.0FT N OF THE BRIDGE FOR EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2591 ***********************************************************************
 HZ2591  DESIGNATION -  LFUCG GPS STA 0014
 HZ2591  PID         -  HZ2591
 HZ2591  STATE/COUNTY-  KY/FAYETTE
 HZ2591  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2591
 HZ2591                         *CURRENT SURVEY CONTROL
 HZ2591  ___________________________________________________________________
 HZ2591* NAD 83(1993)-  38 04 27.61861(N)    084 30 20.61171(W)     ADJUSTED  
 HZ2591* NAVD 88     -       302.5    (meters)     992.     (feet)  VERTCON   
 HZ2591  ___________________________________________________________________
 HZ2591  X           -     481,369.898 (meters)                     COMP
 HZ2591  Y           -  -5,004,459.243 (meters)                     COMP
 HZ2591  Z           -   3,912,108.858 (meters)                     COMP
 HZ2591  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 HZ2591  ELLIP HEIGHT-         269.22  (meters)          (12/20/95) GPS OBS
 HZ2591  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2591
 HZ2591  HORZ ORDER  -  FIRST
 HZ2591  ELLP ORDER  -  FOURTH    CLASS I
 HZ2591
 HZ2591.The horizontal coordinates were established by GPS observations
 HZ2591.and adjusted by the National Geodetic Survey in December 1995..
 HZ2591
 HZ2591.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2591
 HZ2591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2591
 HZ2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2591
 HZ2591.The ellipsoidal height was determined by GPS observations
 HZ2591.and is referenced to NAD 83.
 HZ2591
 HZ2591.The geoid height was determined by GEOID03.
 HZ2591
 HZ2591;                    North         East     Units Scale Factor Converg.
 HZ2591;SPC KY1Z     - 1,193,949.298 1,609,164.317   MT  0.99991089   +0 45 50.2
 HZ2591;SPC KY1Z     - 3,917,148.66  5,279,399.93   sFT  0.99991089   +0 45 50.2
 HZ2591;SPC KY N     -    63,780.694   477,562.050   MT  0.99998545   -0 09 32.7
 HZ2591;SPC KY N     -   209,253.83  1,566,801.49   sFT  0.99998545   -0 09 32.7
 HZ2591;UTM  16      - 4,217,000.926   718,786.100   MT  1.00018958   +1 32 19.6
 HZ2591
 HZ2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2591!SPC KY1Z     -   0.99995776  x   0.99991089  =   0.99986865
 HZ2591!SPC KY N     -   0.99995776  x   0.99998545  =   0.99994321
 HZ2591!UTM  16      -   0.99995776  x   1.00018958  =   1.00014733
 HZ2591
 HZ2591                          SUPERSEDED SURVEY CONTROL
 HZ2591
 HZ2591  NAD 83(1986)-  38 04 27.62635(N)    084 30 20.61730(W) AD(       ) 1
 HZ2591  NGVD 29 (12/27/91)  302.6    (m)          993.     (f) GPS OBS        
 HZ2591
 HZ2591.Superseded values are not recommended for survey control.
 HZ2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2591.See file dsdata.txt to determine how the superseded data were derived.
 HZ2591
 HZ2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1878617001(NAD 83)
 HZ2591_MARKER: I = METAL ROD
 HZ2591_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2591_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2591_STAMPING: 14
 HZ2591_MARK LOGO: LFUCG 
 HZ2591_PROJECTION: FLUSH
 HZ2591_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2591+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2591_ROD/PIPE-DEPTH: 4.58 meters
 HZ2591_SLEEVE-DEPTH  : 0.61 meters
 HZ2591
 HZ2591  HISTORY     - Date     Condition        Report By
 HZ2591  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2591
 HZ2591                          STATION DESCRIPTION
 HZ2591
 HZ2591'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2591'AT LEXINGTON, AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 ) AND
 HZ2591'GEORGETOWN RD ( HWY 25 ).STATION IS AT THE SOUTHEAST END OF THE
 HZ2591'BRIDGE. 37.75FT SE OF THE SE END OF BRIDGE, 9.65FT EAST OF GUARDRAIL,
 HZ2591'43.10FT N OF LIGHT POLE.                                .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2592 ***********************************************************************
 HZ2592  DESIGNATION -  LFUCG GPS STA 0015
 HZ2592  PID         -  HZ2592
 HZ2592  STATE/COUNTY-  KY/FAYETTE
 HZ2592  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2592
 HZ2592                         *CURRENT SURVEY CONTROL
 HZ2592  ___________________________________________________________________
 HZ2592* NAD 83(1993)-  38 03 58.83090(N)    084 29 01.41298(W)     ADJUSTED  
 HZ2592* NAVD 88     -       296.2    (meters)     972.     (feet)  VERTCON   
 HZ2592  ___________________________________________________________________
 HZ2592  X           -     483,343.553 (meters)                     COMP
 HZ2592  Y           -  -5,004,814.004 (meters)                     COMP
 HZ2592  Z           -   3,911,406.242 (meters)                     COMP
 HZ2592  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 HZ2592  ELLIP HEIGHT-         263.03  (meters)          (12/20/95) GPS OBS
 HZ2592  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HZ2592
 HZ2592  HORZ ORDER  -  FIRST
 HZ2592  ELLP ORDER  -  FOURTH    CLASS I
 HZ2592
 HZ2592.The horizontal coordinates were established by GPS observations
 HZ2592.and adjusted by the National Geodetic Survey in December 1995..
 HZ2592
 HZ2592.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2592
 HZ2592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2592
 HZ2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2592
 HZ2592.The ellipsoidal height was determined by GPS observations
 HZ2592.and is referenced to NAD 83.
 HZ2592
 HZ2592.The geoid height was determined by GEOID03.
 HZ2592
 HZ2592;                    North         East     Units Scale Factor Converg.
 HZ2592;SPC KY1Z     - 1,193,087.818 1,611,106.343   MT  0.99991042   +0 46 38.8
 HZ2592;SPC KY1Z     - 3,914,322.28  5,285,771.39   sFT  0.99991042   +0 46 38.8
 HZ2592;SPC KY N     -    62,887.977   479,490.093   MT  0.99998641   -0 08 43.4
 HZ2592;SPC KY N     -   206,324.97  1,573,127.08   sFT  0.99998641   -0 08 43.4
 HZ2592;UTM  16      - 4,216,165.546   720,740.153   MT  1.00020016   +1 33 07.5
 HZ2592
 HZ2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2592!SPC KY1Z     -   0.99995873  x   0.99991042  =   0.99986915
 HZ2592!SPC KY N     -   0.99995873  x   0.99998641  =   0.99994514
 HZ2592!UTM  16      -   0.99995873  x   1.00020016  =   1.00015888
 HZ2592
 HZ2592                          SUPERSEDED SURVEY CONTROL
 HZ2592
 HZ2592  NAD 83(1986)-  38 03 58.83842(N)    084 29 01.41837(W) AD(       ) 1
 HZ2592  NGVD 29 (06/12/95)  296.4    (m)          972.     (f) GPS OBS        
 HZ2592
 HZ2592.Superseded values are not recommended for survey control.
 HZ2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2592.See file dsdata.txt to determine how the superseded data were derived.
 HZ2592
 HZ2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2074016166(NAD 83)
 HZ2592_MARKER: I = METAL ROD
 HZ2592_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2592_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2592_STAMPING: 0015
 HZ2592_MARK LOGO: LFUCG 
 HZ2592_PROJECTION: FLUSH
 HZ2592_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2592+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 HZ2592_ROD/PIPE-DEPTH: 2.22 meters
 HZ2592_SLEEVE-DEPTH  : 0.61 meters
 HZ2592
 HZ2592  HISTORY     - Date     Condition        Report By
 HZ2592  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2592  HISTORY     - 19940921 GOOD             GRWAS
 HZ2592
 HZ2592                          STATION DESCRIPTION
 HZ2592
 HZ2592'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2592'AT LEXINGTON, AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 ) AND
 HZ2592'RUSSELL CAVE RD ( HWY 353 ).GO SOUTH ON HWY 353 FOR 0.50 MILES TO THE
 HZ2592'STATION ON THE RIGHT. 5.30FT NE OF A POWER POLE. 38.0FT  WEST OF EDGE
 HZ2592'PAVEMENT.20.0FT SE OF LONE GUY WIRE.
 HZ2592
 HZ2592                          STATION RECOVERY (1994)
 HZ2592
 HZ2592'RECOVERY NOTE BY GRW AERIAL SURVEY 1994 (ROR)
 HZ2592'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2593 ***********************************************************************
 HZ2593  DESIGNATION -  LFUCG GPS STA 0016
 HZ2593  PID         -  HZ2593
 HZ2593  STATE/COUNTY-  KY/FAYETTE
 HZ2593  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2593
 HZ2593                         *CURRENT SURVEY CONTROL
 HZ2593  ___________________________________________________________________
 HZ2593* NAD 83(1993)-  38 03 44.98909(N)    084 27 25.33805(W)     ADJUSTED  
 HZ2593* NAVD 88     -       311.5    (meters)    1022.     (feet)  VERTCON   
 HZ2593  ___________________________________________________________________
 HZ2593  X           -     485,701.244 (meters)                     COMP
 HZ2593  Y           -  -5,004,862.212 (meters)                     COMP
 HZ2593  Z           -   3,911,079.637 (meters)                     COMP
 HZ2593  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 HZ2593  ELLIP HEIGHT-         278.31  (meters)          (12/20/95) GPS OBS
 HZ2593  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HZ2593
 HZ2593  HORZ ORDER  -  FIRST
 HZ2593  ELLP ORDER  -  FOURTH    CLASS I
 HZ2593
 HZ2593.The horizontal coordinates were established by GPS observations
 HZ2593.and adjusted by the National Geodetic Survey in December 1995..
 HZ2593
 HZ2593.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2593
 HZ2593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2593
 HZ2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2593
 HZ2593.The ellipsoidal height was determined by GPS observations
 HZ2593.and is referenced to NAD 83.
 HZ2593
 HZ2593.The geoid height was determined by GEOID03.
 HZ2593
 HZ2593;                    North         East     Units Scale Factor Converg.
 HZ2593;SPC KY1Z     - 1,192,693.225 1,613,453.740   MT  0.99991020   +0 47 37.8
 HZ2593;SPC KY1Z     - 3,913,027.69  5,293,472.81   sFT  0.99991020   +0 47 37.8
 HZ2593;SPC KY N     -    62,455.600   481,831.010   MT  0.99998688   -0 07 43.7
 HZ2593;SPC KY N     -   204,906.41  1,580,807.24   sFT  0.99998688   -0 07 43.7
 HZ2593;UTM  16      - 4,215,802.617   723,093.366   MT  1.00021302   +1 34 06.4
 HZ2593
 HZ2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2593!SPC KY1Z     -   0.99995633  x   0.99991020  =   0.99986654
 HZ2593!SPC KY N     -   0.99995633  x   0.99998688  =   0.99994321
 HZ2593!UTM  16      -   0.99995633  x   1.00021302  =   1.00016934
 HZ2593
 HZ2593                          SUPERSEDED SURVEY CONTROL
 HZ2593
 HZ2593  NAD 83(1986)-  38 03 44.99670(N)    084 27 25.34350(W) AD(       ) 1
 HZ2593  NGVD 29 (12/27/91)  311.6    (m)         1022.     (f) GPS OBS        
 HZ2593
 HZ2593.Superseded values are not recommended for survey control.
 HZ2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2593.See file dsdata.txt to determine how the superseded data were derived.
 HZ2593
 HZ2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2309315803(NAD 83)
 HZ2593_MARKER: I = METAL ROD
 HZ2593_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2593_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2593_STAMPING: 16
 HZ2593_MARK LOGO: LFUCG 
 HZ2593_PROJECTION: FLUSH
 HZ2593_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2593+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2593_ROD/PIPE-DEPTH: 2.61 meters
 HZ2593_SLEEVE-DEPTH  : 0.61 meters
 HZ2593
 HZ2593  HISTORY     - Date     Condition        Report By
 HZ2593  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2593
 HZ2593                          STATION DESCRIPTION
 HZ2593
 HZ2593'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2593'AT LEXINGTON, BEGINGNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4
 HZ2593') AND BRYAN STATION RD ( HWY 57 ). GO NE ON HWY 57 FOR 0.45 MILES TO
 HZ2593'STA ON THE RIGHT. 16.50FT SOUTH OF EDGE OF PAVEMENT ( HWY 57 ), 27.55F
 HZ2593'SW OF A TELEPHONE POLE, 3.20FT N OF THE EDGE OF RD ( MCKENNA CT ),
 HZ2593'23.0FT NW OF THE NORTH CORNER OF DEAD END RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5222 ***********************************************************************
 AA5222  DESIGNATION -  LFUCG GPS STA 0016 A
 AA5222  PID         -  AA5222
 AA5222  STATE/COUNTY-  KY/FAYETTE
 AA5222  USGS QUAD   -  LEXINGTON EAST (1993)
 AA5222
 AA5222                         *CURRENT SURVEY CONTROL
 AA5222  ___________________________________________________________________
 AA5222* NAD 83(1993)-  38 03 44.73973(N)    084 27 24.91764(W)     ADJUSTED  
 AA5222* NAVD 88     -       311.71   (+/-2cm)    1022.7    (feet)  VERTCON   
 AA5222  ___________________________________________________________________
 AA5222  X           -     485,711.923 (meters)                     COMP
 AA5222  Y           -  -5,004,866.144 (meters)                     COMP
 AA5222  Z           -   3,911,073.744 (meters)                     COMP
 AA5222  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 AA5222  ELLIP HEIGHT-         278.57  (meters)          (12/20/95) GPS OBS
 AA5222  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 AA5222
 AA5222  HORZ ORDER  -  FIRST
 AA5222  VERT ORDER  -  THIRD ? (See Below)
 AA5222  ELLP ORDER  -  FOURTH    CLASS I
 AA5222
 AA5222.The horizontal coordinates were established by GPS observations
 AA5222.and adjusted by the National Geodetic Survey in December 1995..
 AA5222
 AA5222.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5222.The vertical order pertains to the NGVD 29 superseded value.
 AA5222
 AA5222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5222
 AA5222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5222
 AA5222.The ellipsoidal height was determined by GPS observations
 AA5222.and is referenced to NAD 83.
 AA5222
 AA5222.The geoid height was determined by GEOID03.
 AA5222
 AA5222;                    North         East     Units Scale Factor Converg.
 AA5222;SPC KY1Z     - 1,192,685.680 1,613,464.093   MT  0.99991019   +0 47 38.0
 AA5222;SPC KY1Z     - 3,913,002.94  5,293,506.78   sFT  0.99991019   +0 47 38.0
 AA5222;SPC KY N     -    62,447.888   481,841.240   MT  0.99998689   -0 07 43.4
 AA5222;SPC KY N     -   204,881.11  1,580,840.80   sFT  0.99998689   -0 07 43.4
 AA5222;UTM  16      - 4,215,795.210   723,103.823   MT  1.00021308   +1 34 06.6
 AA5222
 AA5222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5222!SPC KY1Z     -   0.99995629  x   0.99991019  =   0.99986648
 AA5222!SPC KY N     -   0.99995629  x   0.99998689  =   0.99994318
 AA5222!UTM  16      -   0.99995629  x   1.00021308  =   1.00016936
 AA5222
 AA5222                          SUPERSEDED SURVEY CONTROL
 AA5222
 AA5222  NAD 83(1986)-  38 03 44.74739(N)    084 27 24.92372(W) AD(       ) 1
 AA5222  NGVD 29 (06/12/95)  311.87   (m)         1023.2    (f) LEVELING    3  
 AA5222
 AA5222.Superseded values are not recommended for survey control.
 AA5222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5222.See file dsdata.txt to determine how the superseded data were derived.
 AA5222
 AA5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2310415795(NAD 83)
 AA5222_MARKER: DD = SURVEY DISK
 AA5222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5222_STAMPING: 0016-A
 AA5222_MARK LOGO: LFUCG 
 AA5222_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5222+STABILITY: SURFACE MOTION
 AA5222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5222+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5222
 AA5222  HISTORY     - Date     Condition        Report By
 AA5222  HISTORY     - 1994     MONUMENTED       GRWAS
 AA5222
 AA5222                          STATION DESCRIPTION
 AA5222
 AA5222'DESCRIBED BY GRW AERIAL SURVEY 1994 (ROR)
 AA5222'AT LEXINGTON, BEGINING AT THE INTERSECTION OF NEW CIRCLE ROAD (HWY 4)
 AA5222'AND BRYAN STATION ROAD (HWY 57). GO NORTH EAST ON HWY 57 FOR 0.45
 AA5222'MILES TO THE STATION ON THE RIGHT. 4.5' SOUTH OF A SIDE WALK, 14'
 AA5222'SOUTH OF THE EDGE OF A ACCESS ROAD, AND 48.6' SOUTH OF A TELEPHONE
 AA5222'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2594 ***********************************************************************
 HZ2594  DESIGNATION -  LFUCG GPS STA 0017
 HZ2594  PID         -  HZ2594
 HZ2594  STATE/COUNTY-  KY/FAYETTE
 HZ2594  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2594
 HZ2594                         *CURRENT SURVEY CONTROL
 HZ2594  ___________________________________________________________________
 HZ2594* NAD 83(1993)-  38 01 33.16520(N)    084 26 32.98757(W)     ADJUSTED  
 HZ2594* NAVD 88     -       305.4    (meters)    1002.     (feet)  VERTCON   
 HZ2594  ___________________________________________________________________
 HZ2594  X           -     487,213.610 (meters)                     COMP
 HZ2594  Y           -  -5,007,227.272 (meters)                     COMP
 HZ2594  Z           -   3,907,874.927 (meters)                     COMP
 HZ2594  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 HZ2594  ELLIP HEIGHT-         272.38  (meters)          (12/20/95) GPS OBS
 HZ2594  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HZ2594
 HZ2594  HORZ ORDER  -  FIRST
 HZ2594  ELLP ORDER  -  FOURTH    CLASS I
 HZ2594
 HZ2594.The horizontal coordinates were established by GPS observations
 HZ2594.and adjusted by the National Geodetic Survey in December 1995..
 HZ2594
 HZ2594.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2594
 HZ2594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2594
 HZ2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2594
 HZ2594.The ellipsoidal height was determined by GPS observations
 HZ2594.and is referenced to NAD 83.
 HZ2594
 HZ2594.The geoid height was determined by GEOID03.
 HZ2594
 HZ2594;                    North         East     Units Scale Factor Converg.
 HZ2594;SPC KY1Z     - 1,188,647.300 1,614,786.598   MT  0.99990833   +0 48 09.9
 HZ2594;SPC KY1Z     - 3,899,753.68  5,297,845.70   sFT  0.99990833   +0 48 09.9
 HZ2594;SPC KY N     -    58,388.413   483,098.653   MT  0.99999157   -0 07 11.1
 HZ2594;SPC KY N     -   191,562.65  1,584,966.16   sFT  0.99999157   -0 07 11.1
 HZ2594;UTM  16      - 4,211,773.826   724,481.183   MT  1.00022068   +1 34 34.0
 HZ2594
 HZ2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2594!SPC KY1Z     -   0.99995726  x   0.99990833  =   0.99986560
 HZ2594!SPC KY N     -   0.99995726  x   0.99999157  =   0.99994883
 HZ2594!UTM  16      -   0.99995726  x   1.00022068  =   1.00017793
 HZ2594
 HZ2594                          SUPERSEDED SURVEY CONTROL
 HZ2594
 HZ2594  NAD 83(1986)-  38 01 33.17291(N)    084 26 32.99300(W) AD(       ) 1
 HZ2594  NGVD 29 (12/27/91)  305.5    (m)         1002.     (f) GPS OBS        
 HZ2594
 HZ2594.Superseded values are not recommended for survey control.
 HZ2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2594.See file dsdata.txt to determine how the superseded data were derived.
 HZ2594
 HZ2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2448111774(NAD 83)
 HZ2594_MARKER: I = METAL ROD
 HZ2594_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2594_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2594_STAMPING: 17
 HZ2594_MARK LOGO: LFUCG 
 HZ2594_PROJECTION: FLUSH
 HZ2594_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2594+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2594_ROD/PIPE-DEPTH: 3.45 meters
 HZ2594_SLEEVE-DEPTH  : 0.61 meters
 HZ2594
 HZ2594  HISTORY     - Date     Condition        Report By
 HZ2594  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2594
 HZ2594                          STATION DESCRIPTION
 HZ2594
 HZ2594'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2594'AT LEXINGTON, AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 ) AND
 HZ2594'LIBERTY RD ( HWY 1927 ). GO EAST ON HWY 1927 FOR 0.60 MILES TO THE
 HZ2594'STATION ON THE LEFT.15.25FT NORTH OF THE EDGE OF PAVEMENT. 51.12FT  WE
 HZ2594'OF A TELEPHONE POLE  NUMBER 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2595 ***********************************************************************
 HZ2595  DESIGNATION -  LFUCG GPS STA 0018
 HZ2595  PID         -  HZ2595
 HZ2595  STATE/COUNTY-  KY/FAYETTE
 HZ2595  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2595
 HZ2595                         *CURRENT SURVEY CONTROL
 HZ2595  ___________________________________________________________________
 HZ2595* NAD 83(1993)-  38 03 16.01855(N)    084 25 45.59445(W)     ADJUSTED  
 HZ2595* NAVD 88     -       302.0    (meters)     991.     (feet)  VERTCON   
 HZ2595  ___________________________________________________________________
 HZ2595  X           -     488,174.131 (meters)                     COMP
 HZ2595  Y           -  -5,005,167.487 (meters)                     COMP
 HZ2595  Z           -   3,910,370.510 (meters)                     COMP
 HZ2595  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 HZ2595  ELLIP HEIGHT-         268.94  (meters)          (12/20/95) GPS OBS
 HZ2595  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HZ2595
 HZ2595  HORZ ORDER  -  FIRST
 HZ2595  ELLP ORDER  -  FOURTH    CLASS I
 HZ2595
 HZ2595.The horizontal coordinates were established by GPS observations
 HZ2595.and adjusted by the National Geodetic Survey in December 1995..
 HZ2595
 HZ2595.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2595
 HZ2595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2595
 HZ2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2595
 HZ2595.The ellipsoidal height was determined by GPS observations
 HZ2595.and is referenced to NAD 83.
 HZ2595
 HZ2595.The geoid height was determined by GEOID03.
 HZ2595
 HZ2595;                    North         East     Units Scale Factor Converg.
 HZ2595;SPC KY1Z     - 1,191,834.201 1,615,897.391   MT  0.99990975   +0 48 39.0
 HZ2595;SPC KY1Z     - 3,910,209.37  5,301,490.02   sFT  0.99990975   +0 48 39.0
 HZ2595;SPC KY N     -    61,557.274   484,260.701   MT  0.99998788   -0 06 41.6
 HZ2595;SPC KY N     -   201,959.16  1,588,778.65   sFT  0.99998788   -0 06 41.6
 HZ2595;UTM  16      - 4,214,976.447   725,549.166   MT  1.00022659   +1 35 06.9
 HZ2595
 HZ2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2595!SPC KY1Z     -   0.99995780  x   0.99990975  =   0.99986756
 HZ2595!SPC KY N     -   0.99995780  x   0.99998788  =   0.99994568
 HZ2595!UTM  16      -   0.99995780  x   1.00022659  =   1.00018438
 HZ2595
 HZ2595:                Primary Azimuth Mark                     Grid Az
 HZ2595:SPC KY1Z     -  LFUCG GPS STA 0033                       142 27 52.6
 HZ2595:SPC KY N     -  LFUCG GPS STA 0033                       143 23 13.2
 HZ2595:UTM  16      -  LFUCG GPS STA 0033                       141 41 24.7
 HZ2595
 HZ2595|---------------------------------------------------------------------|
 HZ2595| PID    Reference Object                     Distance      Geod. Az  |
 HZ2595|                                                           dddmmss.s |
 HZ2595| HZ2609 LFUCG GPS STA 0033                  APPROX. 1.5 KM 1431631.6 |
 HZ2595|---------------------------------------------------------------------|
 HZ2595
 HZ2595                          SUPERSEDED SURVEY CONTROL
 HZ2595
 HZ2595  NAD 83(1986)-  38 03 16.02621(N)    084 25 45.59990(W) AD(       ) 1
 HZ2595  NGVD 29 (12/27/91)  302.2    (m)          991.     (f) GPS OBS        
 HZ2595
 HZ2595.Superseded values are not recommended for survey control.
 HZ2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2595.See file dsdata.txt to determine how the superseded data were derived.
 HZ2595
 HZ2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2554914976(NAD 83)
 HZ2595_MARKER: I = METAL ROD
 HZ2595_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2595_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2595_STAMPING: 18
 HZ2595_MARK LOGO: LFUCG 
 HZ2595_PROJECTION: FLUSH
 HZ2595_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2595+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2595_ROD/PIPE-DEPTH: 4.27 meters
 HZ2595_SLEEVE-DEPTH  : 0.61 meters
 HZ2595
 HZ2595  HISTORY     - Date     Condition        Report By
 HZ2595  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2595
 HZ2595                          STATION DESCRIPTION
 HZ2595
 HZ2595'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2595'AT LEXINGTON, AT THE INTERSECTION OF I-75 NORTH AND I-64 EAST STATION
 HZ2595'IS AT THE SE CORNER OF THE BRIDGE. 21.0FT SE OF THE SE CORNER OF THE
 HZ2595'BRIDGE, 11.0FT EAST OF THE GUARDRAIL, 61.80 N OF A LIGHTPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2596 ***********************************************************************
 HZ2596  DESIGNATION -  LFUCG GPS STA 0019
 HZ2596  PID         -  HZ2596
 HZ2596  STATE/COUNTY-  KY/FAYETTE
 HZ2596  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2596
 HZ2596                         *CURRENT SURVEY CONTROL
 HZ2596  ___________________________________________________________________
 HZ2596* NAD 83(1993)-  38 02 57.85825(N)    084 26 25.62731(W)     ADJUSTED  
 HZ2596* NAVD 88     -       287.8    (meters)     944.     (feet)  VERTCON   
 HZ2596  ___________________________________________________________________
 HZ2596  X           -     487,235.045 (meters)                     COMP
 HZ2596  Y           -  -5,005,594.489 (meters)                     COMP
 HZ2596  Z           -   3,909,920.791 (meters)                     COMP
 HZ2596  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 HZ2596  ELLIP HEIGHT-         254.69  (meters)          (12/20/95) GPS OBS
 HZ2596  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HZ2596
 HZ2596  HORZ ORDER  -  FIRST
 HZ2596  ELLP ORDER  -  FOURTH    CLASS I
 HZ2596
 HZ2596.The horizontal coordinates were established by GPS observations
 HZ2596.and adjusted by the National Geodetic Survey in December 1995..
 HZ2596
 HZ2596.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2596
 HZ2596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2596
 HZ2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2596
 HZ2596.The ellipsoidal height was determined by GPS observations
 HZ2596.and is referenced to NAD 83.
 HZ2596
 HZ2596.The geoid height was determined by GEOID03.
 HZ2596
 HZ2596;                    North         East     Units Scale Factor Converg.
 HZ2596;SPC KY1Z     - 1,191,260.624 1,614,929.437   MT  0.99990948   +0 48 14.4
 HZ2596;SPC KY1Z     - 3,908,327.56  5,298,314.33   sFT  0.99990948   +0 48 14.4
 HZ2596;SPC KY N     -    60,999.311   483,283.562   MT  0.99998851   -0 07 06.5
 HZ2596;SPC KY N     -   200,128.57  1,585,572.82   sFT  0.99998851   -0 07 06.5
 HZ2596;UTM  16      - 4,214,389.658   724,588.750   MT  1.00022127   +1 34 41.6
 HZ2596
 HZ2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2596!SPC KY1Z     -   0.99996004  x   0.99990948  =   0.99986952
 HZ2596!SPC KY N     -   0.99996004  x   0.99998851  =   0.99994855
 HZ2596!UTM  16      -   0.99996004  x   1.00022127  =   1.00018130
 HZ2596
 HZ2596:                Primary Azimuth Mark                     Grid Az
 HZ2596:SPC KY1Z     -  LFUCG GPS STA 0075                       140 56 52.3
 HZ2596:SPC KY N     -  LFUCG GPS STA 0075                       141 52 13.2
 HZ2596:UTM  16      -  LFUCG GPS STA 0075                       140 10 25.1
 HZ2596
 HZ2596|---------------------------------------------------------------------|
 HZ2596| PID    Reference Object                     Distance      Geod. Az  |
 HZ2596|                                                           dddmmss.s |
 HZ2596| HZ2625 LFUCG GPS STA 0075                  APPROX. 1.1 KM 1414506.7 |
 HZ2596| HZ2608 LFUCG GPS STA 0032                  APPROX. 1.4 KM 2405829.0 |
 HZ2596|---------------------------------------------------------------------|
 HZ2596
 HZ2596                          SUPERSEDED SURVEY CONTROL
 HZ2596
 HZ2596  NAD 83(1986)-  38 02 57.86594(N)    084 26 25.63274(W) AD(       ) 1
 HZ2596  NGVD 29 (12/27/91)  287.9    (m)          945.     (f) GPS OBS        
 HZ2596
 HZ2596.Superseded values are not recommended for survey control.
 HZ2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2596.See file dsdata.txt to determine how the superseded data were derived.
 HZ2596
 HZ2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2458914390(NAD 83)
 HZ2596_MARKER: I = METAL ROD
 HZ2596_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2596_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2596_STAMPING: 19
 HZ2596_MARK LOGO: LFUCG 
 HZ2596_PROJECTION: FLUSH
 HZ2596_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2596+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2596_ROD/PIPE-DEPTH: 3.72 meters
 HZ2596_SLEEVE-DEPTH  : 0.61 meters
 HZ2596
 HZ2596  HISTORY     - Date     Condition        Report By
 HZ2596  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2596
 HZ2596                          STATION DESCRIPTION
 HZ2596
 HZ2596'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2596'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2596'AND WINCHESTER RD ( HWY 60 ). GO EAST ON HWY 60 FOR 0.30 MILES TO THE
 HZ2596'INTERSECTION OF HWY 60 AND EASTLAND PKWY. GO NE ON EASTLAND PKWY FOR
 HZ2596'0.70 MILES TO STATION ON THE RIGHT   . 14.52FT SE OF MANHOLE, 11.00FT
 HZ2596'WEST OF SW CORNER OF CONCRETE HEADWALL, 8.50FT SW OF EDGE OF PAVEMENT
 HZ2596'AT EDGE OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2597 ***********************************************************************
 HZ2597  DESIGNATION -  LFUCG GPS STA 0020
 HZ2597  PID         -  HZ2597
 HZ2597  STATE/COUNTY-  KY/FAYETTE
 HZ2597  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2597
 HZ2597                         *CURRENT SURVEY CONTROL
 HZ2597  ___________________________________________________________________
 HZ2597* NAD 83(1993)-  38 03 02.71084(N)    084 28 25.49027(W)     ADJUSTED  
 HZ2597* NAVD 88     -       308.7    (meters)    1013.     (feet)  VERTCON   
 HZ2597  ___________________________________________________________________
 HZ2597  X           -     484,318.852 (meters)                     COMP
 HZ2597  Y           -  -5,005,801.324 (meters)                     COMP
 HZ2597  Z           -   3,910,051.460 (meters)                     COMP
 HZ2597  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 HZ2597  ELLIP HEIGHT-         275.53  (meters)          (12/20/95) GPS OBS
 HZ2597  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 HZ2597
 HZ2597  HORZ ORDER  -  FIRST
 HZ2597  ELLP ORDER  -  FOURTH    CLASS I
 HZ2597
 HZ2597.The horizontal coordinates were established by GPS observations
 HZ2597.and adjusted by the National Geodetic Survey in December 1995..
 HZ2597
 HZ2597.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2597
 HZ2597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2597
 HZ2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2597
 HZ2597.The ellipsoidal height was determined by GPS observations
 HZ2597.and is referenced to NAD 83.
 HZ2597
 HZ2597.The geoid height was determined by GEOID03.
 HZ2597
 HZ2597;                    North         East     Units Scale Factor Converg.
 HZ2597;SPC KY1Z     - 1,191,369.731 1,612,005.493   MT  0.99990955   +0 47 00.8
 HZ2597;SPC KY1Z     - 3,908,685.53  5,288,721.35   sFT  0.99990955   +0 47 00.8
 HZ2597;SPC KY N     -    61,155.498   480,361.524   MT  0.99998834   -0 08 21.1
 HZ2597;SPC KY N     -   200,641.00  1,575,986.10   sFT  0.99998834   -0 08 21.1
 HZ2597;UTM  16      - 4,214,459.269   721,662.711   MT  1.00020519   +1 33 27.8
 HZ2597
 HZ2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2597!SPC KY1Z     -   0.99995677  x   0.99990955  =   0.99986632
 HZ2597!SPC KY N     -   0.99995677  x   0.99998834  =   0.99994511
 HZ2597!UTM  16      -   0.99995677  x   1.00020519  =   1.00016195
 HZ2597
 HZ2597                          SUPERSEDED SURVEY CONTROL
 HZ2597
 HZ2597  NAD 83(1986)-  38 03 02.71855(N)    084 28 25.49565(W) AD(       ) 1
 HZ2597  NGVD 29 (12/27/91)  308.8    (m)         1013.     (f) GPS OBS        
 HZ2597
 HZ2597.Superseded values are not recommended for survey control.
 HZ2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2597.See file dsdata.txt to determine how the superseded data were derived.
 HZ2597
 HZ2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2166314459(NAD 83)
 HZ2597_MARKER: I = METAL ROD
 HZ2597_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2597_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2597_STAMPING: 20
 HZ2597_MARK LOGO: LFUCG 
 HZ2597_PROJECTION: FLUSH
 HZ2597_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2597+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2597_ROD/PIPE-DEPTH: 1.07 meters
 HZ2597_SLEEVE-DEPTH  : 0.61 meters
 HZ2597
 HZ2597  HISTORY     - Date     Condition        Report By
 HZ2597  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2597
 HZ2597                          STATION DESCRIPTION
 HZ2597
 HZ2597'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2597'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2597'AND WINCHESTER RD ( HWY 60 ). GO WEST ON HWY 60 FOR 0.10 MILES TO THE
 HZ2597'INTERSECTION OF HWY 60 AND LOUDON AVE. GO N ON LOUDON AVE  FOR 0.15
 HZ2597'MILES TO STATION ON THE RIGHT.  AT THE INTERSECTION OF LOUDON AVE AND
 HZ2597'WARFIELD PL. 3.30FT N OF EDGE OF CONCRETE SIDEWALK, 6.75FT  NE OF STON
 HZ2597'PILLAR, 16.22FT SW OF STONE PILLAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2598 ***********************************************************************
 HZ2598  DESIGNATION -  LFUCG GPS STA 0021
 HZ2598  PID         -  HZ2598
 HZ2598  STATE/COUNTY-  KY/FAYETTE
 HZ2598  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2598
 HZ2598                         *CURRENT SURVEY CONTROL
 HZ2598  ___________________________________________________________________
 HZ2598* NAD 83(1993)-  38 02 59.52712(N)    084 30 03.53104(W)     ADJUSTED  
 HZ2598* NAVD 88     -       286.25   (+/-2cm)     939.1    (feet)  VERTCON   
 HZ2598  ___________________________________________________________________
 HZ2598  X           -     481,943.569 (meters)                     COMP
 HZ2598  Y           -  -5,006,073.600 (meters)                     COMP
 HZ2598  Z           -   3,909,960.326 (meters)                     COMP
 HZ2598  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 HZ2598  ELLIP HEIGHT-         253.09  (meters)          (12/20/95) GPS OBS
 HZ2598  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HZ2598
 HZ2598  HORZ ORDER  -  FIRST
 HZ2598  VERT ORDER  -  THIRD ? (See Below)
 HZ2598  ELLP ORDER  -  FOURTH    CLASS I
 HZ2598
 HZ2598.The horizontal coordinates were established by GPS observations
 HZ2598.and adjusted by the National Geodetic Survey in December 1995..
 HZ2598
 HZ2598.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2598.The vertical order pertains to the NGVD 29 superseded value.
 HZ2598
 HZ2598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2598
 HZ2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2598
 HZ2598.The ellipsoidal height was determined by GPS observations
 HZ2598.and is referenced to NAD 83.
 HZ2598
 HZ2598.The geoid height was determined by GEOID03.
 HZ2598
 HZ2598;                    North         East     Units Scale Factor Converg.
 HZ2598;SPC KY1Z     - 1,191,239.249 1,609,616.902   MT  0.99990951   +0 46 00.7
 HZ2598;SPC KY1Z     - 3,908,257.44  5,280,884.79   sFT  0.99990951   +0 46 00.7
 HZ2598;SPC KY N     -    61,063.497   477,970.953   MT  0.99998845   -0 09 22.1
 HZ2598;SPC KY N     -   200,339.16  1,568,143.03   sFT  0.99998845   -0 09 22.1
 HZ2598;UTM  16      - 4,214,296.482   719,275.410   MT  1.00019222   +1 32 27.2
 HZ2598
 HZ2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2598!SPC KY1Z     -   0.99996029  x   0.99990951  =   0.99986980
 HZ2598!SPC KY N     -   0.99996029  x   0.99998845  =   0.99994874
 HZ2598!UTM  16      -   0.99996029  x   1.00019222  =   1.00015250
 HZ2598
 HZ2598                          SUPERSEDED SURVEY CONTROL
 HZ2598
 HZ2598  NAD 83(1986)-  38 02 59.53482(N)    084 30 03.53648(W) AD(       ) 1
 HZ2598  NGVD 29 (12/27/91)  286.41   (m)          939.7    (f) LEVELING    3  
 HZ2598
 HZ2598.Superseded values are not recommended for survey control.
 HZ2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2598.See file dsdata.txt to determine how the superseded data were derived.
 HZ2598
 HZ2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1927514296(NAD 83)
 HZ2598_MARKER: I = METAL ROD
 HZ2598_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2598_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2598_STAMPING: 21
 HZ2598_MARK LOGO: LFUCG 
 HZ2598_PROJECTION: FLUSH
 HZ2598_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2598+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2598_ROD/PIPE-DEPTH: 4.57 meters
 HZ2598_SLEEVE-DEPTH  : 0.61 meters
 HZ2598
 HZ2598  HISTORY     - Date     Condition        Report By
 HZ2598  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2598
 HZ2598                          STATION DESCRIPTION
 HZ2598
 HZ2598'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2598'AT LEXINGTON, BEGINNING AT THE FAYETTE COUNTY COURTHOUSE ON MAIN ST (
 HZ2598'HWY 421,25 ). GO NW ON HWY 421,25 FOR 2.0 MILES TO STATION ON THE
 HZ2598'LEFT. 6.0FT EAST OF CONCRETE ISLAND, 5.30FT  NE OF THE VINE ST CURB,
 HZ2598'4.60FT SW OF THE MAIN ST CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2599 ***********************************************************************
 HZ2599  DESIGNATION -  LFUCG GPS STA 0022
 HZ2599  PID         -  HZ2599
 HZ2599  STATE/COUNTY-  KY/FAYETTE
 HZ2599  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2599
 HZ2599                         *CURRENT SURVEY CONTROL
 HZ2599  ___________________________________________________________________
 HZ2599* NAD 83(1993)-  38 02 58.73618(N)    084 31 24.65923(W)     ADJUSTED  
 HZ2599* NAVD 88     -       290.84   (+/-2cm)     954.2    (feet)  VERTCON   
 HZ2599  ___________________________________________________________________
 HZ2599  X           -     479,976.314 (meters)                     COMP
 HZ2599  Y           -  -5,006,281.277 (meters)                     COMP
 HZ2599  Z           -   3,909,943.907 (meters)                     COMP
 HZ2599  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 HZ2599  ELLIP HEIGHT-         257.61  (meters)          (12/20/95) GPS OBS
 HZ2599  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ2599
 HZ2599  HORZ ORDER  -  FIRST
 HZ2599  VERT ORDER  -  THIRD ? (See Below)
 HZ2599  ELLP ORDER  -  FOURTH    CLASS I
 HZ2599
 HZ2599.The horizontal coordinates were established by GPS observations
 HZ2599.and adjusted by the National Geodetic Survey in December 1995..
 HZ2599
 HZ2599.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2599.The vertical order pertains to the NGVD 29 superseded value.
 HZ2599
 HZ2599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2599
 HZ2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2599
 HZ2599.The ellipsoidal height was determined by GPS observations
 HZ2599.and is referenced to NAD 83.
 HZ2599
 HZ2599.The geoid height was determined by GEOID03.
 HZ2599
 HZ2599;                    North         East     Units Scale Factor Converg.
 HZ2599;SPC KY1Z     - 1,191,188.635 1,607,639.559   MT  0.99990950   +0 45 10.8
 HZ2599;SPC KY1Z     - 3,908,091.38  5,274,397.45   sFT  0.99990950   +0 45 10.8
 HZ2599;SPC KY N     -    61,044.743   475,992.894   MT  0.99998848   -0 10 12.5
 HZ2599;SPC KY N     -   200,277.63  1,561,653.35   sFT  0.99998848   -0 10 12.5
 HZ2599;UTM  16      - 4,214,219.141   717,298.383   MT  1.00018159   +1 31 37.1
 HZ2599
 HZ2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2599!SPC KY1Z     -   0.99995958  x   0.99990950  =   0.99986908
 HZ2599!SPC KY N     -   0.99995958  x   0.99998848  =   0.99994806
 HZ2599!UTM  16      -   0.99995958  x   1.00018159  =   1.00014116
 HZ2599
 HZ2599:                Primary Azimuth Mark                     Grid Az
 HZ2599:SPC KY1Z     -  LFUCG GPS STA 0028                       179 44 48.2
 HZ2599:SPC KY N     -  LFUCG GPS STA 0028                       180 40 11.5
 HZ2599:UTM  16      -  LFUCG GPS STA 0028                       178 58 21.9
 HZ2599
 HZ2599|---------------------------------------------------------------------|
 HZ2599| PID    Reference Object                     Distance      Geod. Az  |
 HZ2599|                                                           dddmmss.s |
 HZ2599| HZ2605 LFUCG GPS STA 0028                  APPROX. 1.8 KM 1802959.0 |
 HZ2599| HZ2623 LFUCG GPS STA 0073                  APPROX. 1.1 KM 3282450.3 |
 HZ2599|---------------------------------------------------------------------|
 HZ2599
 HZ2599                          SUPERSEDED SURVEY CONTROL
 HZ2599
 HZ2599  NAD 83(1986)-  38 02 58.74394(N)    084 31 24.66504(W) AD(       ) 1
 HZ2599  NGVD 29 (12/27/91)  291.00   (m)          954.7    (f) LEVELING    3  
 HZ2599
 HZ2599.Superseded values are not recommended for survey control.
 HZ2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2599.See file dsdata.txt to determine how the superseded data were derived.
 HZ2599
 HZ2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1729814219(NAD 83)
 HZ2599_MARKER: I = METAL ROD
 HZ2599_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2599_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2599_STAMPING: 22
 HZ2599_MARK LOGO: LFUCG 
 HZ2599_PROJECTION: FLUSH
 HZ2599_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2599+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2599_ROD/PIPE-DEPTH: 1.22 meters
 HZ2599_SLEEVE-DEPTH  : 0.61 meters
 HZ2599
 HZ2599  HISTORY     - Date     Condition        Report By
 HZ2599  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2599
 HZ2599                          STATION DESCRIPTION
 HZ2599
 HZ2599'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2599'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2599'AND VERSAILLES RD ( HWY 60 ). GO EAST NO HWY 60 FOR 2.35 MILES TO THE
 HZ2599'STATION ON THE RIGHT. AT THE SW CORNER OF THE INTERSECTION OF HWY 60
 HZ2599'AND FORBES RD. 11.00FT SOUTH OF THE EDGE OF SIDEWALK. 42.25FT  WEST OF
 HZ2599'POWER POLE. 22.00FT NE OF THE NE CORNER OF ASPHALT PARKING LOT AT
 HZ2599'LEEFT S FAMOUS RECIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2600 ***********************************************************************
 HZ2600  DESIGNATION -  LFUCG GPS STA 0023
 HZ2600  PID         -  HZ2600
 HZ2600  STATE/COUNTY-  KY/FAYETTE
 HZ2600  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2600
 HZ2600                         *CURRENT SURVEY CONTROL
 HZ2600  ___________________________________________________________________
 HZ2600* NAD 83(1993)-  38 02 50.57449(N)    084 32 35.53049(W)     ADJUSTED  
 HZ2600* NAVD 88     -       288.25   (+/-2cm)     945.7    (feet)  VERTCON   
 HZ2600  ___________________________________________________________________
 HZ2600  X           -     478,270.712 (meters)                     COMP
 HZ2600  Y           -  -5,006,598.229 (meters)                     COMP
 HZ2600  Z           -   3,909,744.104 (meters)                     COMP
 HZ2600  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 HZ2600  ELLIP HEIGHT-         254.97  (meters)          (12/20/95) GPS OBS
 HZ2600  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HZ2600
 HZ2600  HORZ ORDER  -  FIRST
 HZ2600  VERT ORDER  -  THIRD ? (See Below)
 HZ2600  ELLP ORDER  -  FOURTH    CLASS I
 HZ2600
 HZ2600.The horizontal coordinates were established by GPS observations
 HZ2600.and adjusted by the National Geodetic Survey in December 1995..
 HZ2600
 HZ2600.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2600.The vertical order pertains to the NGVD 29 superseded value.
 HZ2600
 HZ2600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2600
 HZ2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2600
 HZ2600.The ellipsoidal height was determined by GPS observations
 HZ2600.and is referenced to NAD 83.
 HZ2600
 HZ2600.The geoid height was determined by GEOID03.
 HZ2600
 HZ2600;                    North         East     Units Scale Factor Converg.
 HZ2600;SPC KY1Z     - 1,190,914.508 1,605,915.172   MT  0.99990938   +0 44 27.3
 HZ2600;SPC KY1Z     - 3,907,192.01  5,268,740.03   sFT  0.99990938   +0 44 27.3
 HZ2600;SPC KY N     -    60,798.417   474,264.177   MT  0.99998877   -0 10 56.6
 HZ2600;SPC KY N     -   199,469.47  1,555,981.72   sFT  0.99998877   -0 10 56.6
 HZ2600;UTM  16      - 4,213,921.669   715,577.395   MT  1.00017241   +1 30 53.1
 HZ2600
 HZ2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2600!SPC KY1Z     -   0.99995999  x   0.99990938  =   0.99986938
 HZ2600!SPC KY N     -   0.99995999  x   0.99998877  =   0.99994876
 HZ2600!UTM  16      -   0.99995999  x   1.00017241  =   1.00013240
 HZ2600
 HZ2600:                Primary Azimuth Mark                     Grid Az
 HZ2600:SPC KY1Z     -  LFUCG GPS STA 0073                       042 38 19.9
 HZ2600:SPC KY N     -  LFUCG GPS STA 0073                       043 33 43.8
 HZ2600:UTM  16      -  LFUCG GPS STA 0073                       041 51 54.1
 HZ2600
 HZ2600|---------------------------------------------------------------------|
 HZ2600| PID    Reference Object                     Distance      Geod. Az  |
 HZ2600|                                                           dddmmss.s |
 HZ2600| HZ2623 LFUCG GPS STA 0073                  APPROX. 1.7 KM 0432247.2 |
 HZ2600|---------------------------------------------------------------------|
 HZ2600
 HZ2600                          SUPERSEDED SURVEY CONTROL
 HZ2600
 HZ2600  NAD 83(1986)-  38 02 50.58222(N)    084 32 35.53636(W) AD(       ) 1
 HZ2600  NGVD 29 (12/27/91)  288.41   (m)          946.2    (f) LEVELING    3  
 HZ2600
 HZ2600.Superseded values are not recommended for survey control.
 HZ2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2600.See file dsdata.txt to determine how the superseded data were derived.
 HZ2600
 HZ2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1557713922(NAD 83)
 HZ2600_MARKER: I = METAL ROD
 HZ2600_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2600_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2600_STAMPING: 23
 HZ2600_MARK LOGO: LFUCG 
 HZ2600_PROJECTION: FLUSH
 HZ2600_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2600+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2600_ROD/PIPE-DEPTH: 3.05 meters
 HZ2600_SLEEVE-DEPTH  : 0.61 meters
 HZ2600
 HZ2600  HISTORY     - Date     Condition        Report By
 HZ2600  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2600
 HZ2600                          STATION DESCRIPTION
 HZ2600
 HZ2600'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2600'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2600'AND VERSAILLES RD ( HWY 60 ). GO EAST NO HWY 60 FOR 1.25 MILES TO THE
 HZ2600'STATION ON THE RIGHT. AT THE SE CORNER OF THE INTERSECTION OF HWY 60
 HZ2600'AND MASON HEADLEY RD.6.20FT SOUTH OF THE EDGE OF SIDEWALK. 13.70FT  NW
 HZ2600'OF 3 INCH TREE.6.50FT SE OF ANCHOR POLE FOR TRAFFIC LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2601 ***********************************************************************
 HZ2601  DESIGNATION -  LFUCG GPS STA 0024
 HZ2601  PID         -  HZ2601
 HZ2601  STATE/COUNTY-  KY/FAYETTE
 HZ2601  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2601
 HZ2601                         *CURRENT SURVEY CONTROL
 HZ2601  ___________________________________________________________________
 HZ2601* NAD 83(1993)-  38 02 45.67594(N)    084 33 55.71050(W)     ADJUSTED  
 HZ2601* NAVD 88     -       296.24   (+/-2cm)     971.9    (feet)  VERTCON   
 HZ2601  ___________________________________________________________________
 HZ2601  X           -     476,333.905 (meters)                     COMP
 HZ2601  Y           -  -5,006,882.698 (meters)                     COMP
 HZ2601  Z           -   3,909,630.082 (meters)                     COMP
 HZ2601  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 HZ2601  ELLIP HEIGHT-         262.96  (meters)          (12/20/95) GPS OBS
 HZ2601  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ2601
 HZ2601  HORZ ORDER  -  FIRST
 HZ2601  VERT ORDER  -  THIRD ? (See Below)
 HZ2601  ELLP ORDER  -  FOURTH    CLASS I
 HZ2601
 HZ2601.The horizontal coordinates were established by GPS observations
 HZ2601.and adjusted by the National Geodetic Survey in December 1995..
 HZ2601
 HZ2601.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2601.The vertical order pertains to the NGVD 29 superseded value.
 HZ2601
 HZ2601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2601
 HZ2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2601
 HZ2601.The ellipsoidal height was determined by GPS observations
 HZ2601.and is referenced to NAD 83.
 HZ2601
 HZ2601.The geoid height was determined by GEOID03.
 HZ2601
 HZ2601;                    North         East     Units Scale Factor Converg.
 HZ2601;SPC KY1Z     - 1,190,738.454 1,603,962.461   MT  0.99990931   +0 43 38.1
 HZ2601;SPC KY1Z     - 3,906,614.41  5,262,333.51   sFT  0.99990931   +0 43 38.1
 HZ2601;SPC KY N     -    60,653.844   472,308.728   MT  0.99998894   -0 11 46.5
 HZ2601;SPC KY N     -   198,995.15  1,549,566.22   sFT  0.99998894   -0 11 46.5
 HZ2601;UTM  16      - 4,213,719.209   713,626.737   MT  1.00016210   +1 30 03.4
 HZ2601
 HZ2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2601!SPC KY1Z     -   0.99995874  x   0.99990931  =   0.99986805
 HZ2601!SPC KY N     -   0.99995874  x   0.99998894  =   0.99994768
 HZ2601!UTM  16      -   0.99995874  x   1.00016210  =   1.00012083
 HZ2601
 HZ2601:                Primary Azimuth Mark                     Grid Az
 HZ2601:SPC KY1Z     -  LFUCG GPS STA 0026                       187 09 47.9
 HZ2601:SPC KY N     -  LFUCG GPS STA 0026                       188 05 12.5
 HZ2601:UTM  16      -  LFUCG GPS STA 0026                       186 23 22.6
 HZ2601
 HZ2601|---------------------------------------------------------------------|
 HZ2601| PID    Reference Object                     Distance      Geod. Az  |
 HZ2601|                                                           dddmmss.s |
 HZ2601| HZ2603 LFUCG GPS STA 0026                  APPROX. 1.2 KM 1875326.0 |
 HZ2601|---------------------------------------------------------------------|
 HZ2601
 HZ2601                          SUPERSEDED SURVEY CONTROL
 HZ2601
 HZ2601  NAD 83(1986)-  38 02 45.68357(N)    084 33 55.71649(W) AD(       ) 1
 HZ2601  NGVD 29 (12/27/91)  296.39   (m)          972.4    (f) LEVELING    3  
 HZ2601
 HZ2601.Superseded values are not recommended for survey control.
 HZ2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2601.See file dsdata.txt to determine how the superseded data were derived.
 HZ2601
 HZ2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1362713719(NAD 83)
 HZ2601_MARKER: I = METAL ROD
 HZ2601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HZ2601_SP_SET: STAINLESS STEEL ROD
 HZ2601_STAMPING: 0024
 HZ2601_MARK LOGO: LFUCG 
 HZ2601_PROJECTION: FLUSH
 HZ2601_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2601+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1991
 HZ2601_ROD/PIPE-DEPTH: 4.87 meters
 HZ2601_SLEEVE-DEPTH  : 0.61 meters
 HZ2601
 HZ2601  HISTORY     - Date     Condition        Report By
 HZ2601  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2601  HISTORY     - 19900601 GOOD             GRWAS
 HZ2601  HISTORY     - 19910823 GOOD
 HZ2601
 HZ2601                          STATION DESCRIPTION
 HZ2601
 HZ2601'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2601'AT LEXINGTON, STATION IS IN THE MEDIAN,ON THE NORTH SIDE OF BRIDGE ON
 HZ2601'NEW CIRCLE RD ( HWY 4  ) OVER VERSAILLES RD ( HWY 60 ).15.00FT WEST OF
 HZ2601'THE NW CORNER OF BRIDGE FOR NORTHBOUND TRAFFIC. 14.20FT EAST OF
 HZ2601'GUARDRAIL. 24.80FT NE OF THE NE CORNER OF BRIDGE FOR SOUTHBOUND
 HZ2601'TRAFFIC.
 HZ2601
 HZ2601                          STATION RECOVERY (1990)
 HZ2601
 HZ2601'RECOVERY NOTE BY GRW AERIAL SURVEY 1990
 HZ2601'RECOVERED IN GOOD CONDITION.
 HZ2601
 HZ2601                          STATION RECOVERY (1991)
 HZ2601
 HZ2601'RECOVERED 1991
 HZ2601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2602 ***********************************************************************
 HZ2602  DESIGNATION -  LFUCG GPS STA 0025
 HZ2602  PID         -  HZ2602
 HZ2602  STATE/COUNTY-  KY/FAYETTE
 HZ2602  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2602
 HZ2602                         *CURRENT SURVEY CONTROL
 HZ2602  ___________________________________________________________________
 HZ2602* NAD 83(1993)-  38 02 40.36420(N)    084 35 06.50362(W)     ADJUSTED  
 HZ2602* NAVD 88     -       298.50   (+/-2cm)     979.3    (feet)  VERTCON   
 HZ2602  ___________________________________________________________________
 HZ2602  X           -     474,625.134 (meters)                     COMP
 HZ2602  Y           -  -5,007,148.145 (meters)                     COMP
 HZ2602  Z           -   3,909,502.493 (meters)                     COMP
 HZ2602  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 HZ2602  ELLIP HEIGHT-         265.22  (meters)          (12/20/95) GPS OBS
 HZ2602  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2602
 HZ2602  HORZ ORDER  -  FIRST
 HZ2602  VERT ORDER  -  THIRD ? (See Below)
 HZ2602  ELLP ORDER  -  FOURTH    CLASS I
 HZ2602
 HZ2602.The horizontal coordinates were established by GPS observations
 HZ2602.and adjusted by the National Geodetic Survey in December 1995..
 HZ2602
 HZ2602.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2602.The vertical order pertains to the NGVD 29 superseded value.
 HZ2602
 HZ2602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2602
 HZ2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2602
 HZ2602.The ellipsoidal height was determined by GPS observations
 HZ2602.and is referenced to NAD 83.
 HZ2602
 HZ2602.The geoid height was determined by GEOID03.
 HZ2602
 HZ2602;                    North         East     Units Scale Factor Converg.
 HZ2602;SPC KY1Z     - 1,190,552.982 1,602,238.675   MT  0.99990923   +0 42 54.6
 HZ2602;SPC KY1Z     - 3,906,005.91  5,256,678.05   sFT  0.99990923   +0 42 54.6
 HZ2602;SPC KY N     -    60,496.168   470,582.038   MT  0.99998913   -0 12 30.5
 HZ2602;SPC KY N     -   198,477.84  1,543,901.24   sFT  0.99998913   -0 12 30.5
 HZ2602;UTM  16      - 4,213,510.427   711,905.184   MT  1.00015307   +1 29 19.6
 HZ2602
 HZ2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2602!SPC KY1Z     -   0.99995839  x   0.99990923  =   0.99986762
 HZ2602!SPC KY N     -   0.99995839  x   0.99998913  =   0.99994752
 HZ2602!UTM  16      -   0.99995839  x   1.00015307  =   1.00011145
 HZ2602
 HZ2602                          SUPERSEDED SURVEY CONTROL
 HZ2602
 HZ2602  NAD 83(1986)-  38 02 40.37171(N)    084 35 06.50955(W) AD(       ) 1
 HZ2602  NGVD 29 (12/27/91)  298.65   (m)          979.8    (f) LEVELING    3  
 HZ2602
 HZ2602.Superseded values are not recommended for survey control.
 HZ2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2602.See file dsdata.txt to determine how the superseded data were derived.
 HZ2602
 HZ2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1190513510(NAD 83)
 HZ2602_MARKER: I = METAL ROD
 HZ2602_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2602_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2602_STAMPING: 25
 HZ2602_MARK LOGO: LFUCG 
 HZ2602_PROJECTION: FLUSH
 HZ2602_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2602+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2602_ROD/PIPE-DEPTH: 4.87 meters
 HZ2602_SLEEVE-DEPTH  : 0.61 meters
 HZ2602
 HZ2602  HISTORY     - Date     Condition        Report By
 HZ2602  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2602
 HZ2602                          STATION DESCRIPTION
 HZ2602
 HZ2602'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2602'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2602'AND VERSAILLES RD ( HWY 60 ). GO WEST ON HWY 60 FOR 0.95 MILES TO THE
 HZ2602'STATION ON THE RIGHT . STATION IS ON TOP OF CUT SLOPE. 3.45FT SOUTH OF
 HZ2602'PLANK FENCE. 83.4FT WEST OF POWER POLE NUMBER 66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2603 ***********************************************************************
 HZ2603  DESIGNATION -  LFUCG GPS STA 0026
 HZ2603  PID         -  HZ2603
 HZ2603  STATE/COUNTY-  KY/FAYETTE
 HZ2603  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2603
 HZ2603                         *CURRENT SURVEY CONTROL
 HZ2603  ___________________________________________________________________
 HZ2603* NAD 83(1993)-  38 02 07.47071(N)    084 34 02.40520(W)     ADJUSTED  
 HZ2603* NAVD 88     -       302.3    (meters)     992.     (feet)  VERTCON   
 HZ2603  ___________________________________________________________________
 HZ2603  X           -     476,240.576 (meters)                     COMP
 HZ2603  Y           -  -5,007,625.572 (meters)                     COMP
 HZ2603  Z           -   3,908,706.049 (meters)                     COMP
 HZ2603  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 HZ2603  ELLIP HEIGHT-         269.03  (meters)          (12/20/95) GPS OBS
 HZ2603  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HZ2603
 HZ2603  HORZ ORDER  -  FIRST
 HZ2603  ELLP ORDER  -  FOURTH    CLASS I
 HZ2603
 HZ2603.The horizontal coordinates were established by GPS observations
 HZ2603.and adjusted by the National Geodetic Survey in December 1995..
 HZ2603
 HZ2603.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2603
 HZ2603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2603
 HZ2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2603
 HZ2603.The ellipsoidal height was determined by GPS observations
 HZ2603.and is referenced to NAD 83.
 HZ2603
 HZ2603.The geoid height was determined by GEOID03.
 HZ2603
 HZ2603;                    North         East     Units Scale Factor Converg.
 HZ2603;SPC KY1Z     - 1,189,558.621 1,603,814.181   MT  0.99990878   +0 43 34.0
 HZ2603;SPC KY1Z     - 3,902,743.58  5,261,847.03   sFT  0.99990878   +0 43 34.0
 HZ2603;SPC KY N     -    59,476.458   472,141.437   MT  0.99999031   -0 11 50.7
 HZ2603;SPC KY N     -   195,132.35  1,549,017.36   sFT  0.99999031   -0 11 50.7
 HZ2603;UTM  16      - 4,212,537.183   713,494.365   MT  1.00016140   +1 29 58.0
 HZ2603
 HZ2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2603!SPC KY1Z     -   0.99995779  x   0.99990878  =   0.99986657
 HZ2603!SPC KY N     -   0.99995779  x   0.99999031  =   0.99994810
 HZ2603!UTM  16      -   0.99995779  x   1.00016140  =   1.00011918
 HZ2603
 HZ2603:                Primary Azimuth Mark                     Grid Az
 HZ2603:SPC KY1Z     -  LFUCG GPS STA 0024                       007 09 47.9
 HZ2603:SPC KY N     -  LFUCG GPS STA 0024                       008 05 12.6
 HZ2603:UTM  16      -  LFUCG GPS STA 0024                       006 23 23.9
 HZ2603
 HZ2603|---------------------------------------------------------------------|
 HZ2603| PID    Reference Object                     Distance      Geod. Az  |
 HZ2603|                                                           dddmmss.s |
 HZ2603| HZ2601 LFUCG GPS STA 0024                  APPROX. 1.2 KM 0075321.9 |
 HZ2603|---------------------------------------------------------------------|
 HZ2603
 HZ2603                          SUPERSEDED SURVEY CONTROL
 HZ2603
 HZ2603  NAD 83(1986)-  38 02 07.47828(N)    084 34 02.41110(W) AD(       ) 1
 HZ2603  NGVD 29 (12/27/91)  302.4    (m)          992.     (f) GPS OBS        
 HZ2603
 HZ2603.Superseded values are not recommended for survey control.
 HZ2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2603.See file dsdata.txt to determine how the superseded data were derived.
 HZ2603
 HZ2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1349412537(NAD 83)
 HZ2603_MARKER: I = METAL ROD
 HZ2603_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2603_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2603_STAMPING: 26
 HZ2603_MARK LOGO: LFUCG 
 HZ2603_PROJECTION: FLUSH
 HZ2603_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2603+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2603_ROD/PIPE-DEPTH: 4.57 meters
 HZ2603_SLEEVE-DEPTH  : 0.61 meters
 HZ2603
 HZ2603  HISTORY     - Date     Condition        Report By
 HZ2603  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2603
 HZ2603                          STATION DESCRIPTION
 HZ2603
 HZ2603'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2603'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2603'AND VERSAILLES RD ( HWY 60 ). GO SOUTH ON HWY 4 FOR 0.75 MILES TO THE
 HZ2603'STATION ON THE LEFT. STATION IS IN THE MEDIAN, AT THE NORTHEND OF THE
 HZ2603'OVERPASS OF PARKERS MILL RD. 12.30FT NW OF THE NW CORNER OF BRIDGE FOR
 HZ2603'NORTHBOUND LANES. 13.40FT NE OF THE NE CORNER OF BRIDGE FOR SOUTHBOUND
 HZ2603'LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2604 ***********************************************************************
 HZ2604  DESIGNATION -  LFUCG GPS STA 0027
 HZ2604  PID         -  HZ2604
 HZ2604  STATE/COUNTY-  KY/FAYETTE
 HZ2604  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2604
 HZ2604                         *CURRENT SURVEY CONTROL
 HZ2604  ___________________________________________________________________
 HZ2604* NAD 83(1993)-  38 02 12.61562(N)    084 33 00.76874(W)     ADJUSTED  
 HZ2604* NAVD 88     -       295.0    (meters)     968.     (feet)  VERTCON   
 HZ2604  ___________________________________________________________________
 HZ2604  X           -     477,727.117 (meters)                     COMP
 HZ2604  Y           -  -5,007,380.041 (meters)                     COMP
 HZ2604  Z           -   3,908,826.522 (meters)                     COMP
 HZ2604  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 HZ2604  ELLIP HEIGHT-         261.77  (meters)          (12/20/95) GPS OBS
 HZ2604  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ2604
 HZ2604  HORZ ORDER  -  FIRST
 HZ2604  ELLP ORDER  -  FOURTH    CLASS I
 HZ2604
 HZ2604.The horizontal coordinates were established by GPS observations
 HZ2604.and adjusted by the National Geodetic Survey in December 1995..
 HZ2604
 HZ2604.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2604
 HZ2604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2604
 HZ2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2604
 HZ2604.The ellipsoidal height was determined by GPS observations
 HZ2604.and is referenced to NAD 83.
 HZ2604
 HZ2604.The geoid height was determined by GEOID03.
 HZ2604
 HZ2604;                    North         East     Units Scale Factor Converg.
 HZ2604;SPC KY1Z     - 1,189,736.408 1,605,314.960   MT  0.99990885   +0 44 11.8
 HZ2604;SPC KY1Z     - 3,903,326.87  5,266,770.83   sFT  0.99990885   +0 44 11.8
 HZ2604;SPC KY N     -    59,630.048   473,645.009   MT  0.99999012   -0 11 12.3
 HZ2604;SPC KY N     -   195,636.25  1,553,950.33   sFT  0.99999012   -0 11 12.3
 HZ2604;UTM  16      - 4,212,735.262   714,992.991   MT  1.00016931   +1 30 36.2
 HZ2604
 HZ2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2604!SPC KY1Z     -   0.99995893  x   0.99990885  =   0.99986778
 HZ2604!SPC KY N     -   0.99995893  x   0.99999012  =   0.99994905
 HZ2604!UTM  16      -   0.99995893  x   1.00016931  =   1.00012823
 HZ2604
 HZ2604                          SUPERSEDED SURVEY CONTROL
 HZ2604
 HZ2604  NAD 83(1986)-  38 02 12.62316(N)    084 33 00.77477(W) AD(       ) 1
 HZ2604  NGVD 29 (12/27/91)  295.2    (m)          969.     (f) GPS OBS        
 HZ2604
 HZ2604.Superseded values are not recommended for survey control.
 HZ2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2604.See file dsdata.txt to determine how the superseded data were derived.
 HZ2604
 HZ2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1499312735(NAD 83)
 HZ2604_MARKER: I = METAL ROD
 HZ2604_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2604_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2604_STAMPING: 27
 HZ2604_MARK LOGO: LFUCG 
 HZ2604_PROJECTION: FLUSH
 HZ2604_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2604+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2604_ROD/PIPE-DEPTH: 5.18 meters
 HZ2604_SLEEVE-DEPTH  : 0.61 meters
 HZ2604
 HZ2604  HISTORY     - Date     Condition        Report By
 HZ2604  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2604
 HZ2604                          STATION DESCRIPTION
 HZ2604
 HZ2604'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2604'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2604'AND VERSAILLES RD ( HWY 60 ). GO EAST ON HWY 60 FOR 0.80 MILES TO THE
 HZ2604'INTERSECTION OF HWY 60 AND ALEXANDRIA DR. GO SOUTH ON ALEXANDRIA DR
 HZ2604'FOR 0.70 MILES TO THE INTERSECTION OF ALEXANDRIA DR AND ANTIETAM RD.
 HZ2604'GO EAST ON ANTIETAM RD FOR 0.10 MILES TO THE STATION. 2.80FT EAST OF
 HZ2604'EDGE OF SIDEWALK. 4.20FT WEST OF CHAINLINK FENCE CORNER POST. 43.30FT
 HZ2604'NW OF THE SW CORNER OF BRICK BUILDING. STATION IS NEAR LANE ALLEN
 HZ2604'SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2605 ***********************************************************************
 HZ2605  DESIGNATION -  LFUCG GPS STA 0028
 HZ2605  PID         -  HZ2605
 HZ2605  STATE/COUNTY-  KY/FAYETTE
 HZ2605  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2605
 HZ2605                         *CURRENT SURVEY CONTROL
 HZ2605  ___________________________________________________________________
 HZ2605* NAD 83(1993)-  38 02 01.61088(N)    084 31 25.28919(W)     ADJUSTED  
 HZ2605* NAVD 88     -       292.1    (meters)     958.     (feet)  VERTCON   
 HZ2605  ___________________________________________________________________
 HZ2605  X           -     480,064.710 (meters)                     COMP
 HZ2605  Y           -  -5,007,364.247 (meters)                     COMP
 HZ2605  Z           -   3,908,557.509 (meters)                     COMP
 HZ2605  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 HZ2605  ELLIP HEIGHT-         258.92  (meters)          (12/20/95) GPS OBS
 HZ2605  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HZ2605
 HZ2605  HORZ ORDER  -  FIRST
 HZ2605  ELLP ORDER  -  FOURTH    CLASS I
 HZ2605
 HZ2605.The horizontal coordinates were established by GPS observations
 HZ2605.and adjusted by the National Geodetic Survey in December 1995..
 HZ2605
 HZ2605.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2605
 HZ2605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2605
 HZ2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2605
 HZ2605.The ellipsoidal height was determined by GPS observations
 HZ2605.and is referenced to NAD 83.
 HZ2605
 HZ2605.The geoid height was determined by GEOID03.
 HZ2605
 HZ2605;                    North         East     Units Scale Factor Converg.
 HZ2605;SPC KY1Z     - 1,189,427.425 1,607,647.344   MT  0.99990870   +0 45 10.5
 HZ2605;SPC KY1Z     - 3,902,313.14  5,274,422.99   sFT  0.99990870   +0 45 10.5
 HZ2605;SPC KY N     -    59,283.495   475,972.301   MT  0.99999052   -0 10 12.9
 HZ2605;SPC KY N     -   194,499.27  1,561,585.79   sFT  0.99999052   -0 10 12.9
 HZ2605;UTM  16      - 4,212,457.717   717,329.957   MT  1.00018176   +1 31 34.7
 HZ2605
 HZ2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2605!SPC KY1Z     -   0.99995937  x   0.99990870  =   0.99986808
 HZ2605!SPC KY N     -   0.99995937  x   0.99999052  =   0.99994989
 HZ2605!UTM  16      -   0.99995937  x   1.00018176  =   1.00014113
 HZ2605
 HZ2605:                Primary Azimuth Mark                     Grid Az
 HZ2605:SPC KY1Z     -  LFUCG GPS STA 0022                       359 44 48.2
 HZ2605:SPC KY N     -  LFUCG GPS STA 0022                       000 40 11.6
 HZ2605:UTM  16      -  LFUCG GPS STA 0022                       358 58 24.0
 HZ2605
 HZ2605|---------------------------------------------------------------------|
 HZ2605| PID    Reference Object                     Distance      Geod. Az  |
 HZ2605|                                                           dddmmss.s |
 HZ2605| HZ2599 LFUCG GPS STA 0022                  APPROX. 1.8 KM 0002958.7 |
 HZ2605|---------------------------------------------------------------------|
 HZ2605
 HZ2605                          SUPERSEDED SURVEY CONTROL
 HZ2605
 HZ2605  NAD 83(1986)-  38 02 01.61865(N)    084 31 25.29498(W) AD(       ) 1
 HZ2605  NGVD 29 (12/27/91)  292.3    (m)          959.     (f) GPS OBS        
 HZ2605
 HZ2605.Superseded values are not recommended for survey control.
 HZ2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2605.See file dsdata.txt to determine how the superseded data were derived.
 HZ2605
 HZ2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1733012458(NAD 83)
 HZ2605_MARKER: I = METAL ROD
 HZ2605_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2605_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2605_STAMPING: 28
 HZ2605_MARK LOGO: LFUCG 
 HZ2605_PROJECTION: FLUSH
 HZ2605_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2605+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2605_ROD/PIPE-DEPTH: 2.59 meters
 HZ2605_SLEEVE-DEPTH  : 0.61 meters
 HZ2605
 HZ2605  HISTORY     - Date     Condition        Report By
 HZ2605  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2605
 HZ2605                          STATION DESCRIPTION
 HZ2605
 HZ2605'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2605'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2605'AND HARRODSBURG RD ( HWY 68 ).GO NORTH ON HWY 68 FOR 2.0 MILES TO THE
 HZ2605'INTERSECTION OF HWY 68 AND MASON HEADLEY RD. STATION IS AT THE NE
 HZ2605'CORNER OF THE INTERSECTION ON CAMPBELL HOUSE INN PROPERTY. 21.60FT
 HZ2605'NORTH OF A LIGHT POLE. 11.75FT WEST OF THE EDGE OF PAVEMENT. 4.00FT  S
 HZ2605'OF THE SOUTH CORNER OF CONCRETE SLAB FOR WATER METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3070 ***********************************************************************
 GZ3070  DESIGNATION -  LFUCG GPS STA 0029
 GZ3070  PID         -  GZ3070
 GZ3070  STATE/COUNTY-  KY/FAYETTE
 GZ3070  USGS QUAD   -  COLETOWN (1993)
 GZ3070
 GZ3070                         *CURRENT SURVEY CONTROL
 GZ3070  ___________________________________________________________________
 GZ3070* NAD 83(1993)-  37 56 34.16109(N)    084 29 56.02144(W)     ADJUSTED  
 GZ3070* NAVD 88     -       283.8    (meters)     931.     (feet)  VERTCON   
 GZ3070  ___________________________________________________________________
 GZ3070  X           -     482,826.901 (meters)                     COMP
 GZ3070  Y           -  -5,013,335.508 (meters)                     COMP
 GZ3070  Z           -   3,900,595.244 (meters)                     COMP
 GZ3070  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 GZ3070  ELLIP HEIGHT-         250.96  (meters)          (12/20/95) GPS OBS
 GZ3070  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GZ3070
 GZ3070  HORZ ORDER  -  FIRST
 GZ3070  ELLP ORDER  -  FOURTH    CLASS I
 GZ3070
 GZ3070.The horizontal coordinates were established by GPS observations
 GZ3070.and adjusted by the National Geodetic Survey in December 1995..
 GZ3070
 GZ3070.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3070
 GZ3070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3070
 GZ3070.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3070
 GZ3070.The ellipsoidal height was determined by GPS observations
 GZ3070.and is referenced to NAD 83.
 GZ3070
 GZ3070.The geoid height was determined by GEOID03.
 GZ3070
 GZ3070;                    North         East     Units Scale Factor Converg.
 GZ3070;SPC KY1Z     - 1,179,362.137 1,609,959.235   MT  0.99990561   +0 46 05.3
 GZ3070;SPC KY1Z     - 3,869,290.61  5,282,007.92   sFT  0.99990561   +0 46 05.3
 GZ3070;SPC KY N     -    49,181.359   478,121.937   MT  1.00000369   -0 09 17.4
 GZ3070;SPC KY N     -   161,355.84  1,568,638.39   sFT  1.00000369   -0 09 17.4
 GZ3070;UTM  16      - 4,202,421.662   719,777.922   MT  1.00019495   +1 32 18.5
 GZ3070
 GZ3070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3070!SPC KY1Z     -   0.99996062  x   0.99990561  =   0.99986624
 GZ3070!SPC KY N     -   0.99996062  x   1.00000369  =   0.99996431
 GZ3070!UTM  16      -   0.99996062  x   1.00019495  =   1.00015556
 GZ3070
 GZ3070                          SUPERSEDED SURVEY CONTROL
 GZ3070
 GZ3070  NAD 83(1986)-  37 56 34.16897(N)    084 29 56.02696(W) AD(       ) 1
 GZ3070  NGVD 29 (12/27/91)  284.0    (m)          932.     (f) GPS OBS        
 GZ3070
 GZ3070.Superseded values are not recommended for survey control.
 GZ3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3070.See file dsdata.txt to determine how the superseded data were derived.
 GZ3070
 GZ3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1977802422(NAD 83)
 GZ3070_MARKER: I = METAL ROD
 GZ3070_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3070_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3070_STAMPING: 29
 GZ3070_MARK LOGO: LFUCG 
 GZ3070_PROJECTION: FLUSH
 GZ3070_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3070+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3070_ROD/PIPE-DEPTH: 1.98 meters
 GZ3070_SLEEVE-DEPTH  : 0.61 meters
 GZ3070
 GZ3070  HISTORY     - Date     Condition        Report By
 GZ3070  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3070
 GZ3070                          STATION DESCRIPTION
 GZ3070
 GZ3070'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3070'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 GZ3070'AND TATES CREEK RD ( HWY 1974 ). GO SOUTH ON 1974 FOR 2.45 MILES TO
 GZ3070'THE INTERSECTION OF 1974 AND ASHGROVE PIKE ( HWY 1980 ). GO WEST ON
 GZ3070'1980 FOR 1.75 MILES TO THE ENTRANCE TO THE WEST HICKMAN SEWAGE
 GZ3070'TREATMENT PLANT. GO NORTH ON SEWAGE TREATMENT PLANT RD FOR 0.45 MILES
 GZ3070'TO FORK IN RD. GO RIGHT AT THE FORK TO THE TOP OF THE HILL. STATION
 GZ3070'IS AT THE NORTH EDGE OF ASPHALT PARKING LOT. 10 .32FT NORTH OF THE
 GZ3070'EDGE OF THE ASPHALT PARKING AREA. 75.15FT EAST OF A LIGHT POLE.46.92FT
 GZ3070'WEST OF A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2606 ***********************************************************************
 HZ2606  DESIGNATION -  LFUCG GPS STA 0030
 HZ2606  PID         -  HZ2606
 HZ2606  STATE/COUNTY-  KY/FAYETTE
 HZ2606  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2606
 HZ2606                         *CURRENT SURVEY CONTROL
 HZ2606  ___________________________________________________________________
 HZ2606* NAD 83(1993)-  38 02 01.43037(N)    084 28 57.84538(W)     ADJUSTED  
 HZ2606* NAVD 88     -       307.9    (meters)    1010.     (feet)  VERTCON   
 HZ2606  ___________________________________________________________________
 HZ2606  X           -     483,645.522 (meters)                     COMP
 HZ2606  Y           -  -5,007,035.667 (meters)                     COMP
 HZ2606  Z           -   3,908,562.909 (meters)                     COMP
 HZ2606  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 HZ2606  ELLIP HEIGHT-         274.80  (meters)          (12/20/95) GPS OBS
 HZ2606  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HZ2606
 HZ2606  HORZ ORDER  -  FIRST
 HZ2606  ELLP ORDER  -  FOURTH    CLASS I
 HZ2606
 HZ2606.The horizontal coordinates were established by GPS observations
 HZ2606.and adjusted by the National Geodetic Survey in December 1995..
 HZ2606
 HZ2606.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2606
 HZ2606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2606
 HZ2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2606
 HZ2606.The ellipsoidal height was determined by GPS observations
 HZ2606.and is referenced to NAD 83.
 HZ2606
 HZ2606.The geoid height was determined by GEOID03.
 HZ2606
 HZ2606;                    North         East     Units Scale Factor Converg.
 HZ2606;SPC KY1Z     - 1,189,469.894 1,611,242.440   MT  0.99990870   +0 46 41.0
 HZ2606;SPC KY1Z     - 3,902,452.48  5,286,217.91   sFT  0.99990870   +0 46 41.0
 HZ2606;SPC KY N     -    59,268.044   479,567.909   MT  0.99999053   -0 08 41.2
 HZ2606;SPC KY N     -   194,448.57  1,573,382.38   sFT  0.99999053   -0 08 41.2
 HZ2606;UTM  16      - 4,212,548.738   720,925.169   MT  1.00020117   +1 33 05.7
 HZ2606
 HZ2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2606!SPC KY1Z     -   0.99995688  x   0.99990870  =   0.99986559
 HZ2606!SPC KY N     -   0.99995688  x   0.99999053  =   0.99994741
 HZ2606!UTM  16      -   0.99995688  x   1.00020117  =   1.00015804
 HZ2606
 HZ2606:                Primary Azimuth Mark                     Grid Az
 HZ2606:SPC KY1Z     -  LFUCG GPS STA 0035                       136 56 16.5
 HZ2606:SPC KY N     -  LFUCG GPS STA 0035                       137 51 38.7
 HZ2606:UTM  16      -  LFUCG GPS STA 0035                       136 09 51.8
 HZ2606
 HZ2606|---------------------------------------------------------------------|
 HZ2606| PID    Reference Object                     Distance      Geod. Az  |
 HZ2606|                                                           dddmmss.s |
 HZ2606| HZ2611 LFUCG GPS STA 0035                  APPROX. 1.6 KM 1374257.5 |
 HZ2606| HZ2613 LFUCG GPS STA 0037                  APPROX. 1.4 KM 1894328.9 |
 HZ2606|---------------------------------------------------------------------|
 HZ2606
 HZ2606                          SUPERSEDED SURVEY CONTROL
 HZ2606
 HZ2606  NAD 83(1986)-  38 02 01.43822(N)    084 28 57.85067(W) AD(       ) 1
 HZ2606  NGVD 29 (12/27/91)  308.1    (m)         1011.     (f) GPS OBS        
 HZ2606
 HZ2606.Superseded values are not recommended for survey control.
 HZ2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2606.See file dsdata.txt to determine how the superseded data were derived.
 HZ2606
 HZ2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2092512549(NAD 83)
 HZ2606_MARKER: I = METAL ROD
 HZ2606_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2606_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2606_STAMPING: 30
 HZ2606_MARK LOGO: LFUCG 
 HZ2606_PROJECTION: FLUSH
 HZ2606_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2606+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2606_ROD/PIPE-DEPTH: 3.10 meters
 HZ2606_SLEEVE-DEPTH  : 0.61 meters
 HZ2606
 HZ2606  HISTORY     - Date     Condition        Report By
 HZ2606  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2606
 HZ2606                          STATION DESCRIPTION
 HZ2606
 HZ2606'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2606'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2606'AND RICHMOND RD ( HWY 421,25 ).GO NW ON HWY 421,25 FOR 2.0 MILES TO
 HZ2606'THE STATION ON THE LEFT. STATION IS AT THE GRASS MEDIAN. 9.20FT EAST
 HZ2606'OF RADIUS POINT ON CURB. 5.50FT NORTH OF THE SOUTH CURB LINE. 5.20
 HZ2606'SOUTH OF THE NORTH CURB LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2607 ***********************************************************************
 HZ2607  DESIGNATION -  LFUCG GPS STA 0031
 HZ2607  PID         -  HZ2607
 HZ2607  STATE/COUNTY-  KY/FAYETTE
 HZ2607  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2607
 HZ2607                         *CURRENT SURVEY CONTROL
 HZ2607  ___________________________________________________________________
 HZ2607* NAD 83(1993)-  38 01 59.61086(N)    084 27 34.27810(W)     ADJUSTED  
 HZ2607* NAVD 88     -       308.6    (meters)    1012.     (feet)  VERTCON   
 HZ2607  ___________________________________________________________________
 HZ2607  X           -     485,677.451 (meters)                     COMP
 HZ2607  Y           -  -5,006,874.255 (meters)                     COMP
 HZ2607  Z           -   3,908,519.145 (meters)                     COMP
 HZ2607  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 HZ2607  ELLIP HEIGHT-         275.49  (meters)          (12/20/95) GPS OBS
 HZ2607  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HZ2607
 HZ2607  HORZ ORDER  -  FIRST
 HZ2607  ELLP ORDER  -  FOURTH    CLASS I
 HZ2607
 HZ2607.The horizontal coordinates were established by GPS observations
 HZ2607.and adjusted by the National Geodetic Survey in December 1995..
 HZ2607
 HZ2607.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2607
 HZ2607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2607
 HZ2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2607
 HZ2607.The ellipsoidal height was determined by GPS observations
 HZ2607.and is referenced to NAD 83.
 HZ2607
 HZ2607.The geoid height was determined by GEOID03.
 HZ2607
 HZ2607;                    North         East     Units Scale Factor Converg.
 HZ2607;SPC KY1Z     - 1,189,441.728 1,613,280.771   MT  0.99990867   +0 47 32.3
 HZ2607;SPC KY1Z     - 3,902,360.07  5,292,905.33   sFT  0.99990867   +0 47 32.3
 HZ2607;SPC KY N     -    59,207.052   481,605.689   MT  0.99999060   -0 07 49.2
 HZ2607;SPC KY N     -   194,248.47  1,580,068.00   sFT  0.99999060   -0 07 49.2
 HZ2607;UTM  16      - 4,212,548.093   722,964.301   MT  1.00021232   +1 33 57.2
 HZ2607
 HZ2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2607!SPC KY1Z     -   0.99995677  x   0.99990867  =   0.99986545
 HZ2607!SPC KY N     -   0.99995677  x   0.99999060  =   0.99994737
 HZ2607!UTM  16      -   0.99995677  x   1.00021232  =   1.00016908
 HZ2607
 HZ2607:                Primary Azimuth Mark                     Grid Az
 HZ2607:SPC KY1Z     -  LFUCG GPS STA 0032                       020 46 46.4
 HZ2607:SPC KY N     -  LFUCG GPS STA 0032                       021 42 07.9
 HZ2607:UTM  16      -  LFUCG GPS STA 0032                       020 00 21.5
 HZ2607
 HZ2607|---------------------------------------------------------------------|
 HZ2607| PID    Reference Object                     Distance      Geod. Az  |
 HZ2607|                                                           dddmmss.s |
 HZ2607| HZ2608 LFUCG GPS STA 0032                  APPROX. 1.2 KM 0213418.7 |
 HZ2607|---------------------------------------------------------------------|
 HZ2607
 HZ2607                          SUPERSEDED SURVEY CONTROL
 HZ2607
 HZ2607  NAD 83(1986)-  38 01 59.61857(N)    084 27 34.28351(W) AD(       ) 1
 HZ2607  NGVD 29 (12/27/91)  308.7    (m)         1013.     (f) GPS OBS        
 HZ2607
 HZ2607.Superseded values are not recommended for survey control.
 HZ2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2607.See file dsdata.txt to determine how the superseded data were derived.
 HZ2607
 HZ2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2296412548(NAD 83)
 HZ2607_MARKER: I = METAL ROD
 HZ2607_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2607_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2607_STAMPING: 31
 HZ2607_MARK LOGO: LFUCG 
 HZ2607_PROJECTION: FLUSH
 HZ2607_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2607+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2607_ROD/PIPE-DEPTH: 4.34 meters
 HZ2607_SLEEVE-DEPTH  : 0.61 meters
 HZ2607
 HZ2607  HISTORY     - Date     Condition        Report By
 HZ2607  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2607
 HZ2607                          STATION DESCRIPTION
 HZ2607
 HZ2607'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2607'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2607'AND LIBERTY RD ( HWY 1927 ). GO NW ON HWY 1927 FOR 0.50 MILES TO
 HZ2607'STATION ON THE RIGHT. STATION IS ON THE PROPERTY OF THE URBAN COUNTY
 HZ2607'GOVERNMENT.AT THE NORTH BASE PARK MAINTENANCE FACILITY. 25.30FT NE OF
 HZ2607'A POWER POLE. 4.00FT SW OF A SANITARY SEWER MANHOLE. 17.32FT  SW OF TH
 HZ2607'NORTH END OF CONCRETE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2608 ***********************************************************************
 HZ2608  DESIGNATION -  LFUCG GPS STA 0032
 HZ2608  PID         -  HZ2608
 HZ2608  STATE/COUNTY-  KY/FAYETTE
 HZ2608  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2608
 HZ2608                         *CURRENT SURVEY CONTROL
 HZ2608  ___________________________________________________________________
 HZ2608* NAD 83(1993)-  38 02 35.63193(N)    084 27 16.27008(W)     ADJUSTED  
 HZ2608* NAVD 88     -       313.91   (+/-2cm)    1029.9    (feet)  VERTCON   
 HZ2608  ___________________________________________________________________
 HZ2608  X           -     486,048.844 (meters)                     COMP
 HZ2608  Y           -  -5,006,154.818 (meters)                     COMP
 HZ2608  Z           -   3,909,397.181 (meters)                     COMP
 HZ2608  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 HZ2608  ELLIP HEIGHT-         280.80  (meters)          (12/20/95) GPS OBS
 HZ2608  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HZ2608
 HZ2608  HORZ ORDER  -  FIRST
 HZ2608  VERT ORDER  -  THIRD ? (See Below)
 HZ2608  ELLP ORDER  -  FOURTH    CLASS I
 HZ2608
 HZ2608.The horizontal coordinates were established by GPS observations
 HZ2608.and adjusted by the National Geodetic Survey in December 1995..
 HZ2608
 HZ2608.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2608.The vertical order pertains to the NGVD 29 superseded value.
 HZ2608
 HZ2608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2608
 HZ2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2608
 HZ2608.The ellipsoidal height was determined by GPS observations
 HZ2608.and is referenced to NAD 83.
 HZ2608
 HZ2608.The geoid height was determined by GEOID03.
 HZ2608
 HZ2608;                    North         East     Units Scale Factor Converg.
 HZ2608;SPC KY1Z     - 1,190,558.226 1,613,704.432   MT  0.99990916   +0 47 43.3
 HZ2608;SPC KY1Z     - 3,906,023.11  5,294,295.29   sFT  0.99990916   +0 47 43.3
 HZ2608;SPC KY N     -    60,316.673   482,047.309   MT  0.99998930   -0 07 38.0
 HZ2608;SPC KY N     -   197,888.95  1,581,516.88   sFT  0.99998930   -0 07 38.0
 HZ2608;UTM  16      - 4,213,670.552   723,372.972   MT  1.00021456   +1 34 09.5
 HZ2608
 HZ2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2608!SPC KY1Z     -   0.99995594  x   0.99990916  =   0.99986510
 HZ2608!SPC KY N     -   0.99995594  x   0.99998930  =   0.99994524
 HZ2608!UTM  16      -   0.99995594  x   1.00021456  =   1.00017049
 HZ2608
 HZ2608:                Primary Azimuth Mark                     Grid Az
 HZ2608:SPC KY1Z     -  LFUCG GPS STA 0019                       060 10 14.5
 HZ2608:SPC KY N     -  LFUCG GPS STA 0019                       061 05 35.8
 HZ2608:UTM  16      -  LFUCG GPS STA 0019                       059 23 48.3
 HZ2608
 HZ2608|---------------------------------------------------------------------|
 HZ2608| PID    Reference Object                     Distance      Geod. Az  |
 HZ2608|                                                           dddmmss.s |
 HZ2608| HZ2596 LFUCG GPS STA 0019                  APPROX. 1.4 KM 0605757.8 |
 HZ2608|---------------------------------------------------------------------|
 HZ2608
 HZ2608                          SUPERSEDED SURVEY CONTROL
 HZ2608
 HZ2608  NAD 83(1986)-  38 02 35.63964(N)    084 27 16.27549(W) AD(       ) 1
 HZ2608  NGVD 29 (12/27/91)  314.06   (m)         1030.4    (f) LEVELING    3  
 HZ2608
 HZ2608.Superseded values are not recommended for survey control.
 HZ2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2608.See file dsdata.txt to determine how the superseded data were derived.
 HZ2608
 HZ2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2337313671(NAD 83)
 HZ2608_MARKER: I = METAL ROD
 HZ2608_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2608_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2608_STAMPING: 32
 HZ2608_MARK LOGO: LFUCG 
 HZ2608_PROJECTION: FLUSH
 HZ2608_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2608+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2608_ROD/PIPE-DEPTH: 2.86 meters
 HZ2608_SLEEVE-DEPTH  : 0.61 meters
 HZ2608
 HZ2608  HISTORY     - Date     Condition        Report By
 HZ2608  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2608
 HZ2608                          STATION DESCRIPTION
 HZ2608
 HZ2608'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2608'AT LEXINGTON, STATION IS AT THE NW CORNER OF BRIDGE AT THE
 HZ2608'INTERSECTION OF WINCHESTER RD ( HWY 60 ) AND NEW CIRCLE RD ( HWY 4 ).
 HZ2608'23.40FT NW OF THE NW CORNER OF BRIDGE. 16.0FT  NE OF EDGE OF PAVEMENT.
 HZ2608'7.0FT SW OF A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2609 ***********************************************************************
 HZ2609  DESIGNATION -  LFUCG GPS STA 0033
 HZ2609  PID         -  HZ2609
 HZ2609  STATE/COUNTY-  KY/FAYETTE
 HZ2609  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2609
 HZ2609                         *CURRENT SURVEY CONTROL
 HZ2609  ___________________________________________________________________
 HZ2609* NAD 83(1993)-  38 02 38.15764(N)    084 25 09.87908(W)     ADJUSTED  
 HZ2609* NAVD 88     -       299.9    (meters)     984.     (feet)  VERTCON   
 HZ2609  ___________________________________________________________________
 HZ2609  X           -     489,110.593 (meters)                     COMP
 HZ2609  Y           -  -5,005,797.347 (meters)                     COMP
 HZ2609  Z           -   3,909,449.916 (meters)                     COMP
 HZ2609  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 HZ2609  ELLIP HEIGHT-         266.85  (meters)          (12/20/95) GPS OBS
 HZ2609  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HZ2609
 HZ2609  HORZ ORDER  -  FIRST
 HZ2609  ELLP ORDER  -  FOURTH    CLASS I
 HZ2609
 HZ2609.The horizontal coordinates were established by GPS observations
 HZ2609.and adjusted by the National Geodetic Survey in December 1995..
 HZ2609
 HZ2609.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2609
 HZ2609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2609
 HZ2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2609
 HZ2609.The ellipsoidal height was determined by GPS observations
 HZ2609.and is referenced to NAD 83.
 HZ2609
 HZ2609.The geoid height was determined by GEOID03.
 HZ2609
 HZ2609;                    North         East     Units Scale Factor Converg.
 HZ2609;SPC KY1Z     - 1,190,679.441 1,616,784.602   MT  0.99990920   +0 49 00.9
 HZ2609;SPC KY1Z     - 3,906,420.80  5,304,400.82   sFT  0.99990920   +0 49 00.9
 HZ2609;SPC KY N     -    60,388.290   485,129.278   MT  0.99998921   -0 06 19.4
 HZ2609;SPC KY N     -   198,123.91  1,591,628.31   sFT  0.99998921   -0 06 19.4
 HZ2609;UTM  16      - 4,213,833.416   726,452.189   MT  1.00023162   +1 35 27.6
 HZ2609
 HZ2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2609!SPC KY1Z     -   0.99995813  x   0.99990920  =   0.99986733
 HZ2609!SPC KY N     -   0.99995813  x   0.99998921  =   0.99994734
 HZ2609!UTM  16      -   0.99995813  x   1.00023162  =   1.00018974
 HZ2609
 HZ2609:                Primary Azimuth Mark                     Grid Az
 HZ2609:SPC KY1Z     -  LFUCG GPS STA 0075                       258 26 19.1
 HZ2609:SPC KY N     -  LFUCG GPS STA 0075                       259 21 39.4
 HZ2609:UTM  16      -  LFUCG GPS STA 0075                       257 39 52.4
 HZ2609
 HZ2609|---------------------------------------------------------------------|
 HZ2609| PID    Reference Object                     Distance      Geod. Az  |
 HZ2609|                                                           dddmmss.s |
 HZ2609| HZ2625 LFUCG GPS STA 0075                  APPROX. 1.2 KM 2591520.0 |
 HZ2609| HZ2595 LFUCG GPS STA 0018                  APPROX. 1.5 KM 3231653.6 |
 HZ2609|---------------------------------------------------------------------|
 HZ2609
 HZ2609                          SUPERSEDED SURVEY CONTROL
 HZ2609
 HZ2609  NAD 83(1986)-  38 02 38.16534(N)    084 25 09.88451(W) AD(       ) 1
 HZ2609  NGVD 29 (12/27/91)  300.1    (m)          985.     (f) GPS OBS        
 HZ2609
 HZ2609.Superseded values are not recommended for survey control.
 HZ2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2609.See file dsdata.txt to determine how the superseded data were derived.
 HZ2609
 HZ2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2645213833(NAD 83)
 HZ2609_MARKER: I = METAL ROD
 HZ2609_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2609_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2609_STAMPING: 33
 HZ2609_MARK LOGO: LFUCG 
 HZ2609_PROJECTION: FLUSH
 HZ2609_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2609+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2609_ROD/PIPE-DEPTH: 2.59 meters
 HZ2609_SLEEVE-DEPTH  : 0.61 meters
 HZ2609
 HZ2609  HISTORY     - Date     Condition        Report By
 HZ2609  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2609
 HZ2609                          STATION DESCRIPTION
 HZ2609
 HZ2609'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2609'AT LEXINGTON, BEGINNING AT INTERSECTION OF WINCHESTER RD ( HWY 60 )
 HZ2609'AND I-75 RAMP NORTH. GO NORTH ON RAMP FOR 0.25 MILES TO STATION ON
 HZ2609'THE RIGHT. STATION IS AT THE EAST RIGHT OF WAY FENCE LINE. 4.60FT WEST
 HZ2609'OF RIGHT OF WAY FENCE. 25.00FT EAST OF TOP OF SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2610 ***********************************************************************
 HZ2610  DESIGNATION -  LFUCG GPS STA 0034
 HZ2610  PID         -  HZ2610
 HZ2610  STATE/COUNTY-  KY/FAYETTE
 HZ2610  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2610
 HZ2610                         *CURRENT SURVEY CONTROL
 HZ2610  ___________________________________________________________________
 HZ2610* NAD 83(1993)-  38 01 25.16646(N)    084 24 34.35236(W)     ADJUSTED  
 HZ2610* NAVD 88     -       307.74   (+/-2cm)    1009.6    (feet)  VERTCON   
 HZ2610  ___________________________________________________________________
 HZ2610  X           -     490,108.465 (meters)                     COMP
 HZ2610  Y           -  -5,007,099.264 (meters)                     COMP
 HZ2610  Z           -   3,907,682.092 (meters)                     COMP
 HZ2610  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 HZ2610  ELLIP HEIGHT-         274.73  (meters)          (12/20/95) GPS OBS
 HZ2610  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HZ2610
 HZ2610  HORZ ORDER  -  FIRST
 HZ2610  VERT ORDER  -  THIRD ? (See Below)
 HZ2610  ELLP ORDER  -  FOURTH    CLASS I
 HZ2610
 HZ2610.The horizontal coordinates were established by GPS observations
 HZ2610.and adjusted by the National Geodetic Survey in December 1995..
 HZ2610
 HZ2610.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2610.The vertical order pertains to the NGVD 29 superseded value.
 HZ2610
 HZ2610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2610
 HZ2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2610
 HZ2610.The ellipsoidal height was determined by GPS observations
 HZ2610.and is referenced to NAD 83.
 HZ2610
 HZ2610.The geoid height was determined by GEOID03.
 HZ2610
 HZ2610;                    North         East     Units Scale Factor Converg.
 HZ2610;SPC KY1Z     - 1,188,441.771 1,617,683.017   MT  0.99990823   +0 49 22.8
 HZ2610;SPC KY1Z     - 3,899,079.38  5,307,348.36   sFT  0.99990823   +0 49 22.8
 HZ2610;SPC KY N     -    58,136.265   485,991.629   MT  0.99999186   -0 05 57.3
 HZ2610;SPC KY N     -   190,735.40  1,594,457.54   sFT  0.99999186   -0 05 57.3
 HZ2610;UTM  16      - 4,211,607.358   727,381.041   MT  1.00023682   +1 35 46.9
 HZ2610
 HZ2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2610!SPC KY1Z     -   0.99995689  x   0.99990823  =   0.99986513
 HZ2610!SPC KY N     -   0.99995689  x   0.99999186  =   0.99994875
 HZ2610!UTM  16      -   0.99995689  x   1.00023682  =   1.00019370
 HZ2610
 HZ2610                          SUPERSEDED SURVEY CONTROL
 HZ2610
 HZ2610  NAD 83(1986)-  38 01 25.17421(N)    084 24 34.35777(W) AD(       ) 1
 HZ2610  NGVD 29 (12/27/91)  307.90   (m)         1010.2    (f) LEVELING    3  
 HZ2610
 HZ2610.Superseded values are not recommended for survey control.
 HZ2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2610.See file dsdata.txt to determine how the superseded data were derived.
 HZ2610
 HZ2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2738111607(NAD 83)
 HZ2610_MARKER: I = METAL ROD
 HZ2610_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2610_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2610_STAMPING: 34
 HZ2610_MARK LOGO: LFUCG 
 HZ2610_PROJECTION: FLUSH
 HZ2610_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2610+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 HZ2610_ROD/PIPE-DEPTH: 3.96 meters
 HZ2610_SLEEVE-DEPTH  : 0.61 meters
 HZ2610
 HZ2610  HISTORY     - Date     Condition        Report By
 HZ2610  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2610  HISTORY     - 20050309 GOOD             GRWAS
 HZ2610
 HZ2610                          STATION DESCRIPTION
 HZ2610
 HZ2610'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2610'AT LEXINGTON, BEGINNING AT INTERSECTION OF MAN-O-WAR BLVD AND I-75. GO
 HZ2610'EAST ON MAN-O-WAR BLVD FOR 0.15 MILES TO STATION ON THE LEFT.STATION
 HZ2610'IS AT THE NORTH RIGHT OF WAY FENCE ( PLANK ).70.20FT NORTH OF EDGE OF
 HZ2610'PAVEMENT. 4.40FT SOUTH OF PLANK FENCE ( R.O.W.). 76.70FT  NE OF A LIGH
 HZ2610'POLE.
 HZ2610
 HZ2610                          STATION RECOVERY (2005)
 HZ2610
 HZ2610'RECOVERY NOTE BY GRW AERIAL SURVEY 2005 (TF)
 HZ2610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2611 ***********************************************************************
 HZ2611  DESIGNATION -  LFUCG GPS STA 0035
 HZ2611  PID         -  HZ2611
 HZ2611  STATE/COUNTY-  KY/FAYETTE
 HZ2611  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2611
 HZ2611                         *CURRENT SURVEY CONTROL
 HZ2611  ___________________________________________________________________
 HZ2611* NAD 83(1993)-  38 01 22.01494(N)    084 28 12.53528(W)     ADJUSTED  
 HZ2611* NAVD 88     -       302.8    (meters)     993.     (feet)  VERTCON   
 HZ2611  ___________________________________________________________________
 HZ2611  X           -     484,817.171 (meters)                     COMP
 HZ2611  Y           -  -5,007,670.587 (meters)                     COMP
 HZ2611  Z           -   3,907,602.494 (meters)                     COMP
 HZ2611  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 HZ2611  ELLIP HEIGHT-         269.78  (meters)          (12/20/95) GPS OBS
 HZ2611  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HZ2611
 HZ2611  HORZ ORDER  -  FIRST
 HZ2611  ELLP ORDER  -  FOURTH    CLASS I
 HZ2611
 HZ2611.The horizontal coordinates were established by GPS observations
 HZ2611.and adjusted by the National Geodetic Survey in December 1995..
 HZ2611
 HZ2611.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2611
 HZ2611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2611
 HZ2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2611
 HZ2611.The ellipsoidal height was determined by GPS observations
 HZ2611.and is referenced to NAD 83.
 HZ2611
 HZ2611.The geoid height was determined by GEOID03.
 HZ2611
 HZ2611;                    North         East     Units Scale Factor Converg.
 HZ2611;SPC KY1Z     - 1,188,269.920 1,612,363.866   MT  0.99990819   +0 47 08.8
 HZ2611;SPC KY1Z     - 3,898,515.56  5,289,897.12   sFT  0.99990819   +0 47 08.8
 HZ2611;SPC KY N     -    58,050.065   480,669.956   MT  0.99999198   -0 08 13.0
 HZ2611;SPC KY N     -   190,452.59  1,576,998.01   sFT  0.99999198   -0 08 13.0
 HZ2611;UTM  16      - 4,211,363.659   722,063.025   MT  1.00020738   +1 33 32.3
 HZ2611
 HZ2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2611!SPC KY1Z     -   0.99995767  x   0.99990819  =   0.99986586
 HZ2611!SPC KY N     -   0.99995767  x   0.99999198  =   0.99994965
 HZ2611!UTM  16      -   0.99995767  x   1.00020738  =   1.00016504
 HZ2611
 HZ2611:                Primary Azimuth Mark                     Grid Az
 HZ2611:SPC KY1Z     -  LFUCG GPS STA 0036                       138 13 33.2
 HZ2611:SPC KY N     -  LFUCG GPS STA 0036                       139 08 55.0
 HZ2611:UTM  16      -  LFUCG GPS STA 0036                       137 27 09.7
 HZ2611
 HZ2611|---------------------------------------------------------------------|
 HZ2611| PID    Reference Object                     Distance      Geod. Az  |
 HZ2611|                                                           dddmmss.s |
 HZ2611| HZ2612 LFUCG GPS STA 0036                  APPROX. 1.6 KM 1390042.0 |
 HZ2611| HZ2613 LFUCG GPS STA 0037                  APPROX. 1.4 KM 2614218.3 |
 HZ2611| HZ2606 LFUCG GPS STA 0030                  APPROX. 1.6 KM 3174325.4 |
 HZ2611|---------------------------------------------------------------------|
 HZ2611
 HZ2611                          SUPERSEDED SURVEY CONTROL
 HZ2611
 HZ2611  NAD 83(1986)-  38 01 22.02281(N)    084 28 12.54058(W) AD(       ) 1
 HZ2611  NGVD 29 (12/27/91)  303.0    (m)          994.     (f) GPS OBS        
 HZ2611
 HZ2611.Superseded values are not recommended for survey control.
 HZ2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2611.See file dsdata.txt to determine how the superseded data were derived.
 HZ2611
 HZ2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2206311364(NAD 83)
 HZ2611_MARKER: I = METAL ROD
 HZ2611_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2611_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2611_STAMPING: 35
 HZ2611_MARK LOGO: LFUCG 
 HZ2611_PROJECTION: FLUSH
 HZ2611_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2611+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2611_ROD/PIPE-DEPTH: 2.33 meters
 HZ2611_SLEEVE-DEPTH  : 0.61 meters
 HZ2611
 HZ2611  HISTORY     - Date     Condition        Report By
 HZ2611  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2611
 HZ2611                          STATION DESCRIPTION
 HZ2611
 HZ2611'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2611'AT LEXINGTON, BEGINNING AT INTERSECTION OF NEW CIRCLE RD ( HWY 4 ) AND
 HZ2611'RICHMOND RD ( HWY 421,25 ). GO NW ON HWY 421,25 FOR 0.95 MILES TO THE
 HZ2611'STATION ON THE LEFT. STATION IS IN GRASS MEDIAN ON THE WEST SIDE OF
 HZ2611'THE INTERSECTION OF HWY 421,25 AND SHRINERS LN. 22.70 WEST OF THE
 HZ2611'RADIUS POINT. 17.40FT NORTH OF THE SOUTH CURB LINE. 9.45FT  SOUTH OF T
 HZ2611'NORTH CURB LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2612 ***********************************************************************
 HZ2612  DESIGNATION -  LFUCG GPS STA 0036
 HZ2612  PID         -  HZ2612
 HZ2612  STATE/COUNTY-  KY/FAYETTE
 HZ2612  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2612
 HZ2612                         *CURRENT SURVEY CONTROL
 HZ2612  ___________________________________________________________________
 HZ2612* NAD 83(1993)-  38 00 43.97900(N)    084 27 30.76354(W)     ADJUSTED  
 HZ2612* NAVD 88     -       312.9    (meters)    1027.     (feet)  VERTCON   
 HZ2612  ___________________________________________________________________
 HZ2612  X           -     485,901.814 (meters)                     COMP
 HZ2612  Y           -  -5,008,299.210 (meters)                     COMP
 HZ2612  Z           -   3,906,684.793 (meters)                     COMP
 HZ2612  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 HZ2612  ELLIP HEIGHT-         279.93  (meters)          (12/20/95) GPS OBS
 HZ2612  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HZ2612
 HZ2612  HORZ ORDER  -  FIRST
 HZ2612  ELLP ORDER  -  FOURTH    CLASS I
 HZ2612
 HZ2612.The horizontal coordinates were established by GPS observations
 HZ2612.and adjusted by the National Geodetic Survey in December 1995..
 HZ2612
 HZ2612.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2612
 HZ2612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2612
 HZ2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2612
 HZ2612.The ellipsoidal height was determined by GPS observations
 HZ2612.and is referenced to NAD 83.
 HZ2612
 HZ2612.The geoid height was determined by GEOID03.
 HZ2612
 HZ2612;                    North         East     Units Scale Factor Converg.
 HZ2612;SPC KY1Z     - 1,187,111.434 1,613,398.731   MT  0.99990774   +0 47 34.4
 HZ2612;SPC KY1Z     - 3,894,714.76  5,293,292.34   sFT  0.99990774   +0 47 34.4
 HZ2612;SPC KY N     -    56,874.965   481,686.117   MT  0.99999342   -0 07 47.0
 HZ2612;SPC KY N     -   186,597.28  1,580,331.87   sFT  0.99999342   -0 07 47.0
 HZ2612;UTM  16      - 4,210,218.894   723,113.743   MT  1.00021314   +1 33 56.7
 HZ2612
 HZ2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2612!SPC KY1Z     -   0.99995608  x   0.99990774  =   0.99986382
 HZ2612!SPC KY N     -   0.99995608  x   0.99999342  =   0.99994950
 HZ2612!UTM  16      -   0.99995608  x   1.00021314  =   1.00016921
 HZ2612
 HZ2612:                Primary Azimuth Mark                     Grid Az
 HZ2612:SPC KY1Z     -  LFUCG GPS STA 0035                       318 13 33.3
 HZ2612:SPC KY N     -  LFUCG GPS STA 0035                       319 08 54.7
 HZ2612:UTM  16      -  LFUCG GPS STA 0035                       317 27 11.0
 HZ2612
 HZ2612|---------------------------------------------------------------------|
 HZ2612| PID    Reference Object                     Distance      Geod. Az  |
 HZ2612|                                                           dddmmss.s |
 HZ2612| HZ2611 LFUCG GPS STA 0035                  APPROX. 1.6 KM 3190107.7 |
 HZ2612|---------------------------------------------------------------------|
 HZ2612
 HZ2612                          SUPERSEDED SURVEY CONTROL
 HZ2612
 HZ2612  NAD 83(1986)-  38 00 43.98683(N)    084 27 30.76896(W) AD(       ) 1
 HZ2612  NGVD 29 (12/27/91)  313.1    (m)         1027.     (f) GPS OBS        
 HZ2612
 HZ2612.Superseded values are not recommended for survey control.
 HZ2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2612.See file dsdata.txt to determine how the superseded data were derived.
 HZ2612
 HZ2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2311410219(NAD 83)
 HZ2612_MARKER: I = METAL ROD
 HZ2612_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2612_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2612_STAMPING: 36
 HZ2612_MARK LOGO: LFUCG 
 HZ2612_PROJECTION: FLUSH
 HZ2612_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2612+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2612_ROD/PIPE-DEPTH: 3.05 meters
 HZ2612_SLEEVE-DEPTH  : 0.61 meters
 HZ2612
 HZ2612  HISTORY     - Date     Condition        Report By
 HZ2612  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2612
 HZ2612                          STATION DESCRIPTION
 HZ2612
 HZ2612'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2612'AT LEXINGTON, STATION IS IN GRASS MEDIAN , AT THE WEST END OF BRIDGE
 HZ2612'AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 ) AND RICHMOND RD ( HWY
 HZ2612'421,25 ). 22.40FT NORTH OF THE NW CORNER OF THE EASTBOUND LANES
 HZ2612'BRIDGE. 41.0FT SW OF THE SW CORNER OF THE WESTBOUND LANE BRIDGE. 6.10F
 HZ2612'SE OF GRW MON NUMBER 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2613 ***********************************************************************
 HZ2613  DESIGNATION -  LFUCG GPS STA 0037
 HZ2613  PID         -  HZ2613
 HZ2613  STATE/COUNTY-  KY/FAYETTE
 HZ2613  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2613
 HZ2613                         *CURRENT SURVEY CONTROL
 HZ2613  ___________________________________________________________________
 HZ2613* NAD 83(1993)-  38 01 15.64146(N)    084 29 07.76491(W)     ADJUSTED  
 HZ2613* NAVD 88     -       314.5    (meters)    1032.     (feet)  VERTCON   
 HZ2613  ___________________________________________________________________
 HZ2613  X           -     483,488.806 (meters)                     COMP
 HZ2613  Y           -  -5,007,929.798 (meters)                     COMP
 HZ2613  Z           -   3,907,454.820 (meters)                     COMP
 HZ2613  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 HZ2613  ELLIP HEIGHT-         281.37  (meters)          (12/20/95) GPS OBS
 HZ2613  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HZ2613
 HZ2613  HORZ ORDER  -  FIRST
 HZ2613  ELLP ORDER  -  FOURTH    CLASS I
 HZ2613
 HZ2613.The horizontal coordinates were established by GPS observations
 HZ2613.and adjusted by the National Geodetic Survey in December 1995..
 HZ2613
 HZ2613.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2613
 HZ2613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2613
 HZ2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2613
 HZ2613.The ellipsoidal height was determined by GPS observations
 HZ2613.and is referenced to NAD 83.
 HZ2613
 HZ2613.The geoid height was determined by GEOID03.
 HZ2613
 HZ2613;                    North         East     Units Scale Factor Converg.
 HZ2613;SPC KY1Z     - 1,188,055.085 1,611,019.707   MT  0.99990811   +0 46 34.9
 HZ2613;SPC KY1Z     - 3,897,810.72  5,285,487.16   sFT  0.99990811   +0 46 34.9
 HZ2613;SPC KY N     -    57,856.889   479,322.398   MT  0.99999222   -0 08 47.4
 HZ2613;SPC KY N     -   189,818.81  1,572,576.90   sFT  0.99999222   -0 08 47.4
 HZ2613;UTM  16      - 4,211,130.638   720,721.491   MT  1.00020006   +1 32 58.0
 HZ2613
 HZ2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2613!SPC KY1Z     -   0.99995585  x   0.99990811  =   0.99986397
 HZ2613!SPC KY N     -   0.99995585  x   0.99999222  =   0.99994807
 HZ2613!UTM  16      -   0.99995585  x   1.00020006  =   1.00015590
 HZ2613
 HZ2613:                Primary Azimuth Mark                     Grid Az
 HZ2613:SPC KY1Z     -  LFUCG GPS STA 0030                       008 56 47.9
 HZ2613:SPC KY N     -  LFUCG GPS STA 0030                       009 52 10.2
 HZ2613:UTM  16      -  LFUCG GPS STA 0030                       008 10 24.8
 HZ2613
 HZ2613|---------------------------------------------------------------------|
 HZ2613| PID    Reference Object                     Distance      Geod. Az  |
 HZ2613|                                                           dddmmss.s |
 HZ2613| HZ2606 LFUCG GPS STA 0030                  APPROX. 1.4 KM 0094322.8 |
 HZ2613| HZ2611 LFUCG GPS STA 0035                  APPROX. 1.4 KM 0814144.3 |
 HZ2613| AA4602 LFUCG GPS STA 0038 A                APPROX. 1.5 KM 2503509.4 |
 HZ2613|---------------------------------------------------------------------|
 HZ2613
 HZ2613                          SUPERSEDED SURVEY CONTROL
 HZ2613
 HZ2613  NAD 83(1986)-  38 01 15.64936(N)    084 29 07.77016(W) AD(       ) 1
 HZ2613  NGVD 29 (12/27/91)  314.6    (m)         1032.     (f) GPS OBS        
 HZ2613
 HZ2613.Superseded values are not recommended for survey control.
 HZ2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2613.See file dsdata.txt to determine how the superseded data were derived.
 HZ2613
 HZ2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2072111131(NAD 83)
 HZ2613_MARKER: I = METAL ROD
 HZ2613_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HZ2613+WITH SETTING: INFORMATION.
 HZ2613_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2613_STAMPING: 0037
 HZ2613_MARK LOGO: LFUCG 
 HZ2613_PROJECTION: FLUSH
 HZ2613_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2613+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 HZ2613_ROD/PIPE-DEPTH: 2.84 meters
 HZ2613_SLEEVE-DEPTH  : 0.61 meters
 HZ2613
 HZ2613  HISTORY     - Date     Condition        Report By
 HZ2613  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2613  HISTORY     - 19920715 GOOD             GRWAS
 HZ2613
 HZ2613                          STATION DESCRIPTION
 HZ2613
 HZ2613'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2613'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2613'AND TATES CREEK RD ( HWY 1974 ). GO NORTH ON 1974 FOR 2.30 MILES TO
 HZ2613'THE INTERSECTION OF HWY 1974 AND PROVIDENCE RD.GO EAST ON PROVIDENCE
 HZ2613'RD FOR 0.40 MILES TO THE STATION ON THE LEFT . AT THE NW CORNER OF
 HZ2613'THE INTERSECTION OF PROVIDENCE RD AND ROMANY RD. 4.60FT SOUTH OF EDGE
 HZ2613'OF SIDEWALK. 18.70FT NW OF THE MOST NORTHERN TELEPHONE MANHOLE. 23.50F
 HZ2613'NW OF THE TELEPHONE MANHOLE IN THE MIDDLE OF THE INTERSECTION.
 HZ2613'STATION IS NEAR THE SE CORNER OF PROPERTY OWN BY CHRIST THE KING
 HZ2613'CATHLOIC CHURCH.
 HZ2613
 HZ2613                          STATION RECOVERY (1992)
 HZ2613
 HZ2613'RECOVERY NOTE BY GRW AERIAL SURVEY 1992 (BZ)
 HZ2613'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2614 ***********************************************************************
 HZ2614  DESIGNATION -  LFUCG GPS STA 0038
 HZ2614  PID         -  HZ2614
 HZ2614  STATE/COUNTY-  KY/FAYETTE
 HZ2614  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2614
 HZ2614                         *CURRENT SURVEY CONTROL
 HZ2614  ___________________________________________________________________
 HZ2614* NAD 83(1993)-  38 01 04.44398(N)    084 30 13.77489(W)     ADJUSTED  
 HZ2614* NAVD 88     -       317.14   (+/-2cm)    1040.5    (feet)  VERTCON   
 HZ2614  ___________________________________________________________________
 HZ2614  X           -     481,906.681 (meters)                     COMP
 HZ2614  Y           -  -5,008,297.988 (meters)                     COMP
 HZ2614  Z           -   3,907,184.424 (meters)                     COMP
 HZ2614  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 HZ2614  ELLIP HEIGHT-         283.97  (meters)          (12/20/95) GPS OBS
 HZ2614  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HZ2614
 HZ2614  HORZ ORDER  -  FIRST
 HZ2614  VERT ORDER  -  THIRD ? (See Below)
 HZ2614  ELLP ORDER  -  FOURTH    CLASS I
 HZ2614
 HZ2614.The horizontal coordinates were established by GPS observations
 HZ2614.and adjusted by the National Geodetic Survey in December 1995..
 HZ2614
 HZ2614.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2614.The vertical order pertains to the NGVD 29 superseded value.
 HZ2614
 HZ2614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2614
 HZ2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2614
 HZ2614.The ellipsoidal height was determined by GPS observations
 HZ2614.and is referenced to NAD 83.
 HZ2614
 HZ2614.The geoid height was determined by GEOID03.
 HZ2614
 HZ2614;                    North         East     Units Scale Factor Converg.
 HZ2614;SPC KY1Z     - 1,187,688.246 1,609,414.565   MT  0.99990798   +0 45 54.4
 HZ2614;SPC KY1Z     - 3,896,607.19  5,280,220.95   sFT  0.99990798   +0 45 54.4
 HZ2614;SPC KY N     -    57,515.924   477,711.419   MT  0.99999264   -0 09 28.4
 HZ2614;SPC KY N     -   188,700.16  1,567,291.55   sFT  0.99999264   -0 09 28.4
 HZ2614;UTM  16      - 4,210,742.066   719,120.983   MT  1.00019139   +1 32 16.9
 HZ2614
 HZ2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2614!SPC KY1Z     -   0.99995544  x   0.99990798  =   0.99986343
 HZ2614!SPC KY N     -   0.99995544  x   0.99999264  =   0.99994808
 HZ2614!UTM  16      -   0.99995544  x   1.00019139  =   1.00014682
 HZ2614
 HZ2614:                Primary Azimuth Mark                     Grid Az
 HZ2614:SPC KY1Z     -  LFUCG GPS STA 0045                       155 06 32.4
 HZ2614:SPC KY N     -  LFUCG GPS STA 0045                       156 01 55.2
 HZ2614:UTM  16      -  LFUCG GPS STA 0045                       154 20 09.9
 HZ2614
 HZ2614|---------------------------------------------------------------------|
 HZ2614| PID    Reference Object                     Distance      Geod. Az  |
 HZ2614|                                                           dddmmss.s |
 HZ2614| HZ2619 LFUCG GPS STA 0045                  APPROX. 1.7 KM 1555226.8 |
 HZ2614|---------------------------------------------------------------------|
 HZ2614
 HZ2614                          SUPERSEDED SURVEY CONTROL
 HZ2614
 HZ2614  NAD 83(1986)-  38 01 04.45183(N)    084 30 13.78046(W) AD(       ) 1
 HZ2614  NGVD 29 (12/27/91)  317.29   (m)         1041.0    (f) LEVELING    3  
 HZ2614
 HZ2614.Superseded values are not recommended for survey control.
 HZ2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2614.See file dsdata.txt to determine how the superseded data were derived.
 HZ2614
 HZ2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1912110742(NAD 83)
 HZ2614_MARKER: I = METAL ROD
 HZ2614_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2614_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2614_STAMPING: 38
 HZ2614_MARK LOGO: LFUCG 
 HZ2614_PROJECTION: FLUSH
 HZ2614_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2614+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2614_ROD/PIPE-DEPTH: 4.72 meters
 HZ2614_SLEEVE-DEPTH  : 0.61 meters
 HZ2614
 HZ2614  HISTORY     - Date     Condition        Report By
 HZ2614  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2614
 HZ2614                          STATION DESCRIPTION
 HZ2614
 HZ2614'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2614'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2614'AND TATES CREEK RD ( HWY 1974 ). GO NORTH ON 1974 FOR 1.55 MILES TO
 HZ2614'THE INTERSECTION OF HWY 1974 AND ALUMINI DR.GO WEST ON ALUMINI DR FOR
 HZ2614'0.60 MILES TO THE STATION ON THE RIGHT. STATION IS NEAR THE NW CORNER
 HZ2614'OF CHAIN LINK FENCE FOR COAL STOCK PILE. 11.10FT NORTH OF A LONE GUY
 HZ2614'WIRE. 7.30FT NW OF A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4602 ***********************************************************************
 AA4602  DESIGNATION -  LFUCG GPS STA 0038 A
 AA4602  PID         -  AA4602
 AA4602  STATE/COUNTY-  KY/FAYETTE
 AA4602  USGS QUAD   -  LEXINGTON WEST (1993)
 AA4602
 AA4602                         *CURRENT SURVEY CONTROL
 AA4602  ___________________________________________________________________
 AA4602* NAD 83(1993)-  38 00 59.40625(N)    084 30 05.97914(W)     ADJUSTED  
 AA4602* NAVD 88     -       312.3    (meters)    1025.     (feet)  VERTCON   
 AA4602  ___________________________________________________________________
 AA4602  X           -     482,104.775 (meters)                     COMP
 AA4602  Y           -  -5,008,371.259 (meters)                     COMP
 AA4602  Z           -   3,907,059.112 (meters)                     COMP
 AA4602  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AA4602  ELLIP HEIGHT-         279.20  (meters)          (12/20/95) GPS OBS
 AA4602  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AA4602
 AA4602  HORZ ORDER  -  FIRST
 AA4602  ELLP ORDER  -  FOURTH    CLASS I
 AA4602
 AA4602.The horizontal coordinates were established by GPS observations
 AA4602.and adjusted by the National Geodetic Survey in December 1995..
 AA4602
 AA4602.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4602
 AA4602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4602
 AA4602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4602
 AA4602.The ellipsoidal height was determined by GPS observations
 AA4602.and is referenced to NAD 83.
 AA4602
 AA4602.The geoid height was determined by GEOID03.
 AA4602
 AA4602;                    North         East     Units Scale Factor Converg.
 AA4602;SPC KY1Z     - 1,187,535.490 1,609,606.761   MT  0.99990792   +0 45 59.2
 AA4602;SPC KY1Z     - 3,896,106.02  5,280,851.52   sFT  0.99990792   +0 45 59.2
 AA4602;SPC KY N     -    57,360.078   477,901.146   MT  0.99999283   -0 09 23.6
 AA4602;SPC KY N     -   188,188.86  1,567,914.01   sFT  0.99999283   -0 09 23.6
 AA4602;UTM  16      - 4,210,591.873   719,315.278   MT  1.00019244   +1 32 21.5
 AA4602
 AA4602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4602!SPC KY1Z     -   0.99995619  x   0.99990792  =   0.99986412
 AA4602!SPC KY N     -   0.99995619  x   0.99999283  =   0.99994902
 AA4602!UTM  16      -   0.99995619  x   1.00019244  =   1.00014862
 AA4602
 AA4602:                Primary Azimuth Mark                     Grid Az
 AA4602:SPC KY1Z     -  LFUCG GPS STA 0037                       069 48 34.3
 AA4602:SPC KY N     -  LFUCG GPS STA 0037                       070 43 57.1
 AA4602:UTM  16      -  LFUCG GPS STA 0037                       069 02 12.0
 AA4602
 AA4602|---------------------------------------------------------------------|
 AA4602| PID    Reference Object                     Distance      Geod. Az  |
 AA4602|                                                           dddmmss.s |
 AA4602| HZ2613 LFUCG GPS STA 0037                  APPROX. 1.5 KM 0703433.5 |
 AA4602|---------------------------------------------------------------------|
 AA4602
 AA4602                          SUPERSEDED SURVEY CONTROL
 AA4602
 AA4602  NAD 83(1986)-  38 00 59.41406(N)    084 30 05.98452(W) AD(       ) 1
 AA4602  NGVD 29 (12/30/94)  312.5    (m)         1025.     (f) GPS OBS        
 AA4602
 AA4602.Superseded values are not recommended for survey control.
 AA4602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4602.See file dsdata.txt to determine how the superseded data were derived.
 AA4602
 AA4602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1931510592(NAD 83)
 AA4602_MARKER: DD = SURVEY DISK
 AA4602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4602_STAMPING: 0038-A
 AA4602_MARK LOGO: LFUCG 
 AA4602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4602+STABILITY: SURFACE MOTION
 AA4602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4602+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA4602
 AA4602  HISTORY     - Date     Condition        Report By
 AA4602  HISTORY     - 1992     MONUMENTED       GRWAS
 AA4602
 AA4602                          STATION DESCRIPTION
 AA4602
 AA4602'DESCRIBED BY GRW AERIAL SURVEY 1992 (BZ)
 AA4602'AT LEXINGTON, BEGINING AT THE INTERSECTION OF NEW CIRCLE ROAD AND
 AA4602'TATES CREEK ROAD, TRAVEL NORTH ON TATES CREEK ROAD FOR 1.55 MI (2.49
 AA4602'KM) TO THE INTERSECTION OF TATES CREEK PIKE AND ALUMNI DRIVE. TRAVEL
 AA4602'WEST ON ALUMNI DRIVE FOR 0.4 MI (0.64 KM) TO THE STATION ON THE LEFT.
 AA4602'AT THE ENTRANCE TO THE ARBORECTUM. 15 FT (4.57 M) EAST OF A 6 IN MAPLE
 AA4602'TREE, 3 FT (0.91 M) WEST OF THE WEST EDGE OF SIDEWALK, AND 10 FT (3.05
 AA4602'M) NORTH OF THE NORTH EDGE OF THE NORTH DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2615 ***********************************************************************
 HZ2615  DESIGNATION -  LFUCG GPS STA 0039
 HZ2615  PID         -  HZ2615
 HZ2615  STATE/COUNTY-  KY/FAYETTE
 HZ2615  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2615
 HZ2615                         *CURRENT SURVEY CONTROL
 HZ2615  ___________________________________________________________________
 HZ2615* NAD 83(1993)-  38 01 07.63403(N)    084 31 37.35349(W)     ADJUSTED  
 HZ2615* NAVD 88     -       293.5    (meters)     963.     (feet)  VERTCON   
 HZ2615  ___________________________________________________________________
 HZ2615  X           -     479,869.726 (meters)                     COMP
 HZ2615  Y           -  -5,008,414.040 (meters)                     COMP
 HZ2615  Z           -   3,907,247.385 (meters)                     COMP
 HZ2615  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 HZ2615  ELLIP HEIGHT-         260.38  (meters)          (12/20/95) GPS OBS
 HZ2615  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 HZ2615
 HZ2615  HORZ ORDER  -  FIRST
 HZ2615  ELLP ORDER  -  FOURTH    CLASS I
 HZ2615
 HZ2615.The horizontal coordinates were established by GPS observations
 HZ2615.and adjusted by the National Geodetic Survey in December 1995..
 HZ2615
 HZ2615.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2615
 HZ2615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2615
 HZ2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2615
 HZ2615.The ellipsoidal height was determined by GPS observations
 HZ2615.and is referenced to NAD 83.
 HZ2615
 HZ2615.The geoid height was determined by GEOID03.
 HZ2615
 HZ2615;                    North         East     Units Scale Factor Converg.
 HZ2615;SPC KY1Z     - 1,187,759.620 1,607,374.995   MT  0.99990802   +0 45 03.1
 HZ2615;SPC KY1Z     - 3,896,841.35  5,273,529.46   sFT  0.99990802   +0 45 03.1
 HZ2615;SPC KY N     -    57,620.155   475,673.091   MT  0.99999252   -0 10 20.4
 HZ2615;SPC KY N     -   189,042.13  1,560,604.13   sFT  0.99999252   -0 10 20.4
 HZ2615;UTM  16      - 4,210,785.932   717,080.069   MT  1.00018042   +1 31 25.5
 HZ2615
 HZ2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2615!SPC KY1Z     -   0.99995914  x   0.99990802  =   0.99986717
 HZ2615!SPC KY N     -   0.99995914  x   0.99999252  =   0.99995166
 HZ2615!UTM  16      -   0.99995914  x   1.00018042  =   1.00013956
 HZ2615
 HZ2615                          SUPERSEDED SURVEY CONTROL
 HZ2615
 HZ2615  NAD 83(1986)-  38 01 07.64192(N)    084 31 37.35925(W) AD(       ) 1
 HZ2615  NGVD 29 (12/30/94)  293.7    (m)          964.     (f) GPS OBS        
 HZ2615
 HZ2615.Superseded values are not recommended for survey control.
 HZ2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2615.See file dsdata.txt to determine how the superseded data were derived.
 HZ2615
 HZ2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1708010786(NAD 83)
 HZ2615_MARKER: I = METAL ROD
 HZ2615_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HZ2615+WITH SETTING: INFORMATION.
 HZ2615_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2615_STAMPING: 0039
 HZ2615_MARK LOGO: LFUCG 
 HZ2615_PROJECTION: FLUSH
 HZ2615_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2615+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 HZ2615_ROD/PIPE-DEPTH: 2.92 meters
 HZ2615_SLEEVE-DEPTH  : 0.61 meters
 HZ2615
 HZ2615  HISTORY     - Date     Condition        Report By
 HZ2615  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2615  HISTORY     - 19920715 GOOD             GRWAS
 HZ2615
 HZ2615                          STATION DESCRIPTION
 HZ2615
 HZ2615'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2615'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2615'AND NICHOLASVILLE RD ( HWY 27 ). GO NORTH ON HWY 27 FOR 1.1 MILES TO
 HZ2615'THE INTERSECTION OF HWY 27 AND SOUTHLAND DR. GO WEST ON SOUTHLAND DR
 HZ2615'FOR O.80 MILES TO STATION ON THE RIGHT.STATION IS IN GRASS STRIP
 HZ2615'BETWEEN EDGE OF PAVEMENT AND EDGE OF ASPHALT PARKING AREA.5.40FT EAST
 HZ2615'OF A POWER POLE. 6.60FT WEST OF THE EDGE OF ASPHALT PARKING AREA.
 HZ2615
 HZ2615                          STATION RECOVERY (1992)
 HZ2615
 HZ2615'RECOVERY NOTE BY GRW AERIAL SURVEY 1992 (BZ)
 HZ2615'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2616 ***********************************************************************
 HZ2616  DESIGNATION -  LFUCG GPS STA 0040
 HZ2616  PID         -  HZ2616
 HZ2616  STATE/COUNTY-  KY/FAYETTE
 HZ2616  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2616
 HZ2616                         *CURRENT SURVEY CONTROL
 HZ2616  ___________________________________________________________________
 HZ2616* NAD 83(1993)-  38 00 58.30525(N)    084 33 05.08079(W)     ADJUSTED  
 HZ2616* NAVD 88     -       308.6    (meters)    1012.     (feet)  VERTCON   
 HZ2616  ___________________________________________________________________
 HZ2616  X           -     477,757.482 (meters)                     COMP
 HZ2616  Y           -  -5,008,805.844 (meters)                     COMP
 HZ2616  Z           -   3,907,030.044 (meters)                     COMP
 HZ2616  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 HZ2616  ELLIP HEIGHT-         275.43  (meters)          (12/20/95) GPS OBS
 HZ2616  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HZ2616
 HZ2616  HORZ ORDER  -  FIRST
 HZ2616  ELLP ORDER  -  FOURTH    CLASS I
 HZ2616
 HZ2616.The horizontal coordinates were established by GPS observations
 HZ2616.and adjusted by the National Geodetic Survey in December 1995..
 HZ2616
 HZ2616.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2616
 HZ2616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2616
 HZ2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2616
 HZ2616.The ellipsoidal height was determined by GPS observations
 HZ2616.and is referenced to NAD 83.
 HZ2616
 HZ2616.The geoid height was determined by GEOID03.
 HZ2616
 HZ2616;                    North         East     Units Scale Factor Converg.
 HZ2616;SPC KY1Z     - 1,187,444.282 1,605,239.249   MT  0.99990791   +0 44 09.2
 HZ2616;SPC KY1Z     - 3,895,806.78  5,266,522.44   sFT  0.99990791   +0 44 09.2
 HZ2616;SPC KY N     -    57,339.249   473,532.360   MT  0.99999287   -0 11 15.0
 HZ2616;SPC KY N     -   188,120.52  1,553,580.75   sFT  0.99999287   -0 11 15.0
 HZ2616;UTM  16      - 4,210,441.724   714,948.203   MT  1.00016908   +1 30 31.0
 HZ2616
 HZ2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2616!SPC KY1Z     -   0.99995678  x   0.99990791  =   0.99986470
 HZ2616!SPC KY N     -   0.99995678  x   0.99999287  =   0.99994965
 HZ2616!UTM  16      -   0.99995678  x   1.00016908  =   1.00012586
 HZ2616
 HZ2616                          SUPERSEDED SURVEY CONTROL
 HZ2616
 HZ2616  NAD 83(1986)-  38 00 58.31263(N)    084 33 05.08646(W) AD(       ) 1
 HZ2616  NGVD 29 (12/30/94)  308.7    (m)         1013.     (f) GPS OBS        
 HZ2616
 HZ2616.Superseded values are not recommended for survey control.
 HZ2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2616.See file dsdata.txt to determine how the superseded data were derived.
 HZ2616
 HZ2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1494810442(NAD 83)
 HZ2616_MARKER: I = METAL ROD
 HZ2616_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HZ2616+WITH SETTING: INFORMATION.
 HZ2616_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2616_STAMPING: 0040
 HZ2616_MARK LOGO: LFUCG 
 HZ2616_PROJECTION: FLUSH
 HZ2616_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2616+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 HZ2616_ROD/PIPE-DEPTH: 6.70 meters
 HZ2616_SLEEVE-DEPTH  : 0.61 meters
 HZ2616
 HZ2616  HISTORY     - Date     Condition        Report By
 HZ2616  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2616  HISTORY     - 19920715 GOOD             GRWAS
 HZ2616
 HZ2616                          STATION DESCRIPTION
 HZ2616
 HZ2616'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2616'AT LEXINGTON, THE STATION IS IN A GRAVEL MEDIAN AT THE NORTH END OF
 HZ2616'BRIDGE AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 ) AND HARRODSBURG
 HZ2616'RD ( HWY 68 ). 72.0FT NW OF THE NW CORNER OF BRIDGE  FOR NORTHBOUND
 HZ2616'LANES.6.40FT EAST OF THE GUARDRAIL. 23.00FT  WEST OF THE WEST EDGE OF
 HZ2616'PAVEMENT OF THE NORTHBOUND LANES.
 HZ2616
 HZ2616                          STATION RECOVERY (1992)
 HZ2616
 HZ2616'RECOVERY NOTE BY GRW AERIAL SURVEY 1992 (BZ)
 HZ2616'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2617 ***********************************************************************
 HZ2617  DESIGNATION -  LFUCG GPS STA 0041
 HZ2617  PID         -  HZ2617
 HZ2617  STATE/COUNTY-  KY/FAYETTE
 HZ2617  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2617
 HZ2617                         *CURRENT SURVEY CONTROL
 HZ2617  ___________________________________________________________________
 HZ2617* NAD 83(1993)-  38 01 02.52879(N)    084 34 29.67957(W)     ADJUSTED  
 HZ2617* NAVD 88     -       286.90   (+/-2cm)     941.3    (feet)  VERTCON   
 HZ2617  ___________________________________________________________________
 HZ2617  X           -     475,693.893 (meters)                     COMP
 HZ2617  Y           -  -5,008,904.452 (meters)                     COMP
 HZ2617  Z           -   3,907,119.234 (meters)                     COMP
 HZ2617  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 HZ2617  ELLIP HEIGHT-         253.66  (meters)          (12/20/95) GPS OBS
 HZ2617  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HZ2617
 HZ2617  HORZ ORDER  -  FIRST
 HZ2617  VERT ORDER  -  THIRD ? (See Below)
 HZ2617  ELLP ORDER  -  FOURTH    CLASS I
 HZ2617
 HZ2617.The horizontal coordinates were established by GPS observations
 HZ2617.and adjusted by the National Geodetic Survey in December 1995..
 HZ2617
 HZ2617.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2617.The vertical order pertains to the NGVD 29 superseded value.
 HZ2617
 HZ2617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2617
 HZ2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2617
 HZ2617.The ellipsoidal height was determined by GPS observations
 HZ2617.and is referenced to NAD 83.
 HZ2617
 HZ2617.The geoid height was determined by GEOID03.
 HZ2617
 HZ2617;                    North         East     Units Scale Factor Converg.
 HZ2617;SPC KY1Z     - 1,187,548.241 1,603,174.387   MT  0.99990796   +0 43 17.3
 HZ2617;SPC KY1Z     - 3,896,147.85  5,259,747.97   sFT  0.99990796   +0 43 17.3
 HZ2617;SPC KY N     -    57,476.485   471,469.267   MT  0.99999271   -0 12 07.6
 HZ2617;SPC KY N     -   188,570.77  1,546,812.09   sFT  0.99999271   -0 12 07.6
 HZ2617;UTM  16      - 4,210,517.846   712,881.598   MT  1.00015819   +1 29 39.0
 HZ2617
 HZ2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2617!SPC KY1Z     -   0.99996020  x   0.99990796  =   0.99986816
 HZ2617!SPC KY N     -   0.99996020  x   0.99999271  =   0.99995291
 HZ2617!UTM  16      -   0.99996020  x   1.00015819  =   1.00011838
 HZ2617
 HZ2617:                Primary Azimuth Mark                     Grid Az
 HZ2617:SPC KY1Z     -  LFUCG GPS STA 0079                       326 29 26.0
 HZ2617:SPC KY N     -  LFUCG GPS STA 0079                       327 24 50.9
 HZ2617:UTM  16      -  LFUCG GPS STA 0079                       325 43 04.3
 HZ2617
 HZ2617|---------------------------------------------------------------------|
 HZ2617| PID    Reference Object                     Distance      Geod. Az  |
 HZ2617|                                                           dddmmss.s |
 HZ2617| HZ2639 LFUCG GPS STA 0079                  APPROX. 1.4 KM 3271243.3 |
 HZ2617|---------------------------------------------------------------------|
 HZ2617
 HZ2617                          SUPERSEDED SURVEY CONTROL
 HZ2617
 HZ2617  NAD 83(1986)-  38 01 02.53634(N)    084 34 29.68548(W) AD(       ) 1
 HZ2617  NGVD 29 (12/27/91)  287.05   (m)          941.8    (f) LEVELING    3  
 HZ2617
 HZ2617.Superseded values are not recommended for survey control.
 HZ2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2617.See file dsdata.txt to determine how the superseded data were derived.
 HZ2617
 HZ2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1288210518(NAD 83)
 HZ2617_MARKER: I = METAL ROD
 HZ2617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HZ2617_SP_SET: STAINLESS STEEL ROD
 HZ2617_STAMPING: 0041
 HZ2617_MARK LOGO: LFUCG 
 HZ2617_PROJECTION: FLUSH
 HZ2617_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2617+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1991
 HZ2617_ROD/PIPE-DEPTH: 4.26 meters
 HZ2617_SLEEVE-DEPTH  : 0.61 meters
 HZ2617
 HZ2617  HISTORY     - Date     Condition        Report By
 HZ2617  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2617  HISTORY     - 19900601 GOOD             GRWAS
 HZ2617  HISTORY     - 19910826 GOOD
 HZ2617
 HZ2617                          STATION DESCRIPTION
 HZ2617
 HZ2617'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2617'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND
 HZ2617'HARRODSBURG RD ( HWY 68 ). GO NW ON MAN-O-WAR BLVD FOR 1.10 MILES TO
 HZ2617'THE STATION ON THE RIGHT. STATION IS OPPOSITE THE ENTRANCE TO PAUL
 HZ2617'LAWRENCE DUNBAR HIGH SCHOOL. 3.0FT WEST OF CHAIN LINK FENCE CORNER
 HZ2617'(R.O.W).10.60FT EAST OF EDGE OF SIDEWALK.
 HZ2617
 HZ2617                          STATION RECOVERY (1990)
 HZ2617
 HZ2617'RECOVERY NOTE BY GRW AERIAL SURVEY 1990
 HZ2617'RECOVERED IN GOOD CONDITION.
 HZ2617
 HZ2617                          STATION RECOVERY (1991)
 HZ2617
 HZ2617'RECOVERED 1991
 HZ2617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3071 ***********************************************************************
 GZ3071  DESIGNATION -  LFUCG GPS STA 0042
 GZ3071  PID         -  GZ3071
 GZ3071  STATE/COUNTY-  KY/FAYETTE
 GZ3071  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ3071
 GZ3071                         *CURRENT SURVEY CONTROL
 GZ3071  ___________________________________________________________________
 GZ3071* NAD 83(1993)-  37 59 56.65222(N)    084 35 17.37792(W)     ADJUSTED  
 GZ3071* NAVD 88     -       270.8    (meters)     888.     (feet)  VERTCON   
 GZ3071  ___________________________________________________________________
 GZ3071  X           -     474,652.352 (meters)                     COMP
 GZ3071  Y           -  -5,010,246.917 (meters)                     COMP
 GZ3071  Z           -   3,905,508.908 (meters)                     COMP
 GZ3071  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 GZ3071  ELLIP HEIGHT-         237.60  (meters)          (12/20/95) GPS OBS
 GZ3071  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 GZ3071
 GZ3071  HORZ ORDER  -  FIRST
 GZ3071  ELLP ORDER  -  FOURTH    CLASS I
 GZ3071
 GZ3071.The horizontal coordinates were established by GPS observations
 GZ3071.and adjusted by the National Geodetic Survey in December 1995..
 GZ3071
 GZ3071.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3071
 GZ3071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3071
 GZ3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3071
 GZ3071.The ellipsoidal height was determined by GPS observations
 GZ3071.and is referenced to NAD 83.
 GZ3071
 GZ3071.The geoid height was determined by GEOID03.
 GZ3071
 GZ3071;                    North         East     Units Scale Factor Converg.
 GZ3071;SPC KY1Z     - 1,185,502.887 1,602,036.405   MT  0.99990722   +0 42 48.0
 GZ3071;SPC KY1Z     - 3,889,437.39  5,256,014.44   sFT  0.99990722   +0 42 48.0
 GZ3071;SPC KY N     -    55,449.567   470,298.361   MT  0.99999525   -0 12 37.3
 GZ3071;SPC KY N     -   181,920.79  1,542,970.54   sFT  0.99999525   -0 12 37.3
 GZ3071;UTM  16      - 4,208,456.828   711,771.016   MT  1.00015238   +1 29 07.4
 GZ3071
 GZ3071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3071!SPC KY1Z     -   0.99996272  x   0.99990722  =   0.99986994
 GZ3071!SPC KY N     -   0.99996272  x   0.99999525  =   0.99995797
 GZ3071!UTM  16      -   0.99996272  x   1.00015238  =   1.00011509
 GZ3071
 GZ3071:                Primary Azimuth Mark                     Grid Az
 GZ3071:SPC KY1Z     -  LFUCG GPS STA 0055                       192 50 09.1
 GZ3071:SPC KY N     -  LFUCG GPS STA 0055                       193 45 34.4
 GZ3071:UTM  16      -  LFUCG GPS STA 0055                       192 03 49.7
 GZ3071
 GZ3071|---------------------------------------------------------------------|
 GZ3071| PID    Reference Object                     Distance      Geod. Az  |
 GZ3071|                                                           dddmmss.s |
 GZ3071| GZ3079 LFUCG GPS STA 0055                  APPROX. 1.6 KM 1933257.1 |
 GZ3071|---------------------------------------------------------------------|
 GZ3071
 GZ3071                          SUPERSEDED SURVEY CONTROL
 GZ3071
 GZ3071  NAD 83(1986)-  37 59 56.65995(N)    084 35 17.38371(W) AD(       ) 1
 GZ3071  NGVD 29 (12/27/91)  271.0    (m)          889.     (f) GPS OBS        
 GZ3071
 GZ3071.Superseded values are not recommended for survey control.
 GZ3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3071.See file dsdata.txt to determine how the superseded data were derived.
 GZ3071
 GZ3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1177108457(NAD 83)
 GZ3071_MARKER: I = METAL ROD
 GZ3071_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3071_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3071_STAMPING: 42
 GZ3071_MARK LOGO: LFUCG 
 GZ3071_PROJECTION: FLUSH
 GZ3071_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3071+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3071_ROD/PIPE-DEPTH: 2.32 meters
 GZ3071_SLEEVE-DEPTH  : 0.61 meters
 GZ3071
 GZ3071  HISTORY     - Date     Condition        Report By
 GZ3071  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3071
 GZ3071                          STATION DESCRIPTION
 GZ3071
 GZ3071'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3071'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND
 GZ3071'HARRODSBURG RD ( HWY 68 ). GO SW ON HWY 68 FOR 0.80 MILES TO THE
 GZ3071'INTERSECTION OF HWY 68 AND OLD HARRODSBURG RD. GO SW ON OLD
 GZ3071'HARRODSBURG RD FOR 0.10 MILES TO THE INTERSECTION OF OLD HARRODSBURG
 GZ3071'RD AND BOWMAN MILL RD.GO NW ON BOWMAN MILL RD FOR 0.25 MILES TO THE
 GZ3071'STATION ON THE RIGHT. STATION IS INSIDE OF PLANK FENCE ON PUMP
 GZ3071'STATION PROPERTY. 33.45FT SOUTH,OFTHE SOUTH EDGE OF PAVED DRIVE. 10.13
 GZ3071'SOUTH OF A 3 INCH MAPLE TREE.4.35FT NE OF AFENCE POST WITH A PK NAIL.
 GZ3071'5.0FT NW OF A FENCE POST WITH A PK NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2618 ***********************************************************************
 HZ2618  DESIGNATION -  LFUCG GPS STA 0043
 HZ2618  PID         -  HZ2618
 HZ2618  STATE/COUNTY-  KY/FAYETTE
 HZ2618  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2618
 HZ2618                         *CURRENT SURVEY CONTROL
 HZ2618  ___________________________________________________________________
 HZ2618* NAD 83(1993)-  38 00 06.53424(N)    084 34 25.33572(W)     ADJUSTED  
 HZ2618* NAVD 88     -       301.26   (+/-2cm)     988.4    (feet)  VERTCON   
 HZ2618  ___________________________________________________________________
 HZ2618  X           -     475,900.994 (meters)                     COMP
 HZ2618  Y           -  -5,009,964.173 (meters)                     COMP
 HZ2618  Z           -   3,905,767.789 (meters)                     COMP
 HZ2618  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 HZ2618  ELLIP HEIGHT-         268.10  (meters)          (12/20/95) GPS OBS
 HZ2618  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HZ2618
 HZ2618  HORZ ORDER  -  FIRST
 HZ2618  VERT ORDER  -  THIRD ? (See Below)
 HZ2618  ELLP ORDER  -  FOURTH    CLASS I
 HZ2618
 HZ2618.The horizontal coordinates were established by GPS observations
 HZ2618.and adjusted by the National Geodetic Survey in December 1995..
 HZ2618
 HZ2618.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2618.The vertical order pertains to the NGVD 29 superseded value.
 HZ2618
 HZ2618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2618
 HZ2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2618
 HZ2618.The ellipsoidal height was determined by GPS observations
 HZ2618.and is referenced to NAD 83.
 HZ2618
 HZ2618.The geoid height was determined by GEOID03.
 HZ2618
 HZ2618;                    North         East     Units Scale Factor Converg.
 HZ2618;SPC KY1Z     - 1,185,823.425 1,603,302.084   MT  0.99990733   +0 43 19.9
 HZ2618;SPC KY1Z     - 3,890,489.02  5,260,166.92   sFT  0.99990733   +0 43 19.9
 HZ2618;SPC KY N     -    55,749.687   471,569.154   MT  0.99999487   -0 12 04.9
 HZ2618;SPC KY N     -   182,905.43  1,547,139.80   sFT  0.99999487   -0 12 04.9
 HZ2618;UTM  16      - 4,208,794.477   713,032.574   MT  1.00015898   +1 29 39.8
 HZ2618
 HZ2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2618!SPC KY1Z     -   0.99995793  x   0.99990733  =   0.99986527
 HZ2618!SPC KY N     -   0.99995793  x   0.99999487  =   0.99995280
 HZ2618!UTM  16      -   0.99995793  x   1.00015898  =   1.00011691
 HZ2618
 HZ2618:                Primary Azimuth Mark                     Grid Az
 HZ2618:SPC KY1Z     -  LFUCG GPS STA 0041                       355 45 57.0
 HZ2618:SPC KY N     -  LFUCG GPS STA 0041                       356 41 21.8
 HZ2618:UTM  16      -  LFUCG GPS STA 0041                       354 59 37.1
 HZ2618
 HZ2618|---------------------------------------------------------------------|
 HZ2618| PID    Reference Object                     Distance      Geod. Az  |
 HZ2618|                                                           dddmmss.s |
 HZ2618| HZ2617 LFUCG GPS STA 0041                  APPROX. 1.7 KM 3562916.9 |
 HZ2618|---------------------------------------------------------------------|
 HZ2618
 HZ2618                          SUPERSEDED SURVEY CONTROL
 HZ2618
 HZ2618  NAD 83(1986)-  38 00 06.54185(N)    084 34 25.34199(W) AD(       ) 1
 HZ2618  NGVD 29 (12/27/91)  301.41   (m)          988.9    (f) LEVELING    3  
 HZ2618
 HZ2618.Superseded values are not recommended for survey control.
 HZ2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2618.See file dsdata.txt to determine how the superseded data were derived.
 HZ2618
 HZ2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1303308794(NAD 83)
 HZ2618_MARKER: I = METAL ROD
 HZ2618_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HZ2618+WITH SETTING: INFORMATION.
 HZ2618_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2618_STAMPING: 0043
 HZ2618_MARK LOGO: LFUCG 
 HZ2618_PROJECTION: FLUSH
 HZ2618_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2618+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 HZ2618_ROD/PIPE-DEPTH: 2.74 meters
 HZ2618_SLEEVE-DEPTH  : 0.61 meters
 HZ2618
 HZ2618  HISTORY     - Date     Condition        Report By
 HZ2618  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2618  HISTORY     - 19920715 GOOD             GRWAS
 HZ2618  HISTORY     - 20050629 GOOD             GRWAS
 HZ2618
 HZ2618                          STATION DESCRIPTION
 HZ2618
 HZ2618'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2618'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND
 HZ2618'HARRODSBURG RD ( HWY 68 ). GO SW ON HWY 68 FOR 0.10 MILES TO THE
 HZ2618'STATION ON THE RIGHT. STATION IS LOCATED BETWEEN THE RIGHTS OF WAY
 HZ2618'FENCE AND A GRAVEL PARKING AREA AT THE UNITED METHODIST CHURCH. 3.88
 HZ2618'FEET FROM  A WOVEN WIRE (ROW) FENCE 4.2 FEET FROM A PULL POST AND 117
 HZ2618'FEET  WEST OF A POWER POLE.
 HZ2618
 HZ2618                          STATION RECOVERY (1992)
 HZ2618
 HZ2618'RECOVERY NOTE BY GRW AERIAL SURVEY 1992 (BZ)
 HZ2618'RECOVERED AS DESCRIBED.
 HZ2618
 HZ2618                          STATION RECOVERY (2005)
 HZ2618
 HZ2618'RECOVERY NOTE BY GRW AERIAL SURVEY 2005 (WRZ)
 HZ2618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3072 ***********************************************************************
 GZ3072  DESIGNATION -  LFUCG GPS STA 0044
 GZ3072  PID         -  GZ3072
 GZ3072  STATE/COUNTY-  KY/FAYETTE
 GZ3072  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ3072
 GZ3072                         *CURRENT SURVEY CONTROL
 GZ3072  ___________________________________________________________________
 GZ3072* NAD 83(1993)-  37 59 53.28816(N)    084 32 52.18535(W)     ADJUSTED  
 GZ3072* NAVD 88     -       302.7    (meters)     993.     (feet)  VERTCON   
 GZ3072  ___________________________________________________________________
 GZ3072  X           -     478,187.471 (meters)                     COMP
 GZ3072  Y           -  -5,010,000.163 (meters)                     COMP
 GZ3072  Z           -   3,905,446.814 (meters)                     COMP
 GZ3072  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 GZ3072  ELLIP HEIGHT-         269.51  (meters)          (12/20/95) GPS OBS
 GZ3072  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 GZ3072
 GZ3072  HORZ ORDER  -  FIRST
 GZ3072  ELLP ORDER  -  FOURTH    CLASS I
 GZ3072
 GZ3072.The horizontal coordinates were established by GPS observations
 GZ3072.and adjusted by the National Geodetic Survey in December 1995..
 GZ3072
 GZ3072.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3072
 GZ3072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3072
 GZ3072.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3072
 GZ3072.The ellipsoidal height was determined by GPS observations
 GZ3072.and is referenced to NAD 83.
 GZ3072
 GZ3072.The geoid height was determined by GEOID03.
 GZ3072
 GZ3072;                    North         East     Units Scale Factor Converg.
 GZ3072;SPC KY1Z     - 1,185,444.047 1,605,579.567   MT  0.99990719   +0 44 17.1
 GZ3072;SPC KY1Z     - 3,889,244.34  5,267,638.96   sFT  0.99990719   +0 44 17.1
 GZ3072;SPC KY N     -    55,333.615   473,840.427   MT  0.99999539   -0 11 07.0
 GZ3072;SPC KY N     -   181,540.37  1,554,591.47   sFT  0.99999539   -0 11 07.0
 GZ3072;UTM  16      - 4,208,445.735   715,315.552   MT  1.00017103   +1 30 36.8
 GZ3072
 GZ3072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3072!SPC KY1Z     -   0.99995771  x   0.99990719  =   0.99986491
 GZ3072!SPC KY N     -   0.99995771  x   0.99999539  =   0.99995310
 GZ3072!UTM  16      -   0.99995771  x   1.00017103  =   1.00012873
 GZ3072
 GZ3072:                Primary Azimuth Mark                     Grid Az
 GZ3072:SPC KY1Z     -  LFUCG GPS STA 0071                       110 33 40.0
 GZ3072:SPC KY N     -  LFUCG GPS STA 0071                       111 29 04.1
 GZ3072:UTM  16      -  LFUCG GPS STA 0071                       109 47 20.3
 GZ3072
 GZ3072|---------------------------------------------------------------------|
 GZ3072| PID    Reference Object                     Distance      Geod. Az  |
 GZ3072|                                                           dddmmss.s |
 GZ3072| GZ3095 LFUCG GPS STA 0071                  APPROX. 1.2 KM 1111757.1 |
 GZ3072|---------------------------------------------------------------------|
 GZ3072
 GZ3072                          SUPERSEDED SURVEY CONTROL
 GZ3072
 GZ3072  NAD 83(1986)-  37 59 53.29600(N)    084 32 52.19110(W) AD(       ) 1
 GZ3072  NGVD 29 (12/27/91)  302.8    (m)          993.     (f) GPS OBS        
 GZ3072
 GZ3072.Superseded values are not recommended for survey control.
 GZ3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3072.See file dsdata.txt to determine how the superseded data were derived.
 GZ3072
 GZ3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1531608446(NAD 83)
 GZ3072_MARKER: I = METAL ROD
 GZ3072_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3072_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3072_STAMPING: 44
 GZ3072_MARK LOGO: LFUCG 
 GZ3072_PROJECTION: FLUSH
 GZ3072_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3072+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3072_ROD/PIPE-DEPTH: 5.18 meters
 GZ3072_SLEEVE-DEPTH  : 0.61 meters
 GZ3072
 GZ3072  HISTORY     - Date     Condition        Report By
 GZ3072  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3072
 GZ3072                          STATION DESCRIPTION
 GZ3072
 GZ3072'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3072'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD. AND
 GZ3072'NICHOLASVILLE RD. GO SOUTH ON NICHOLASVILLE RD. FOR 0.35 MILES TO THE
 GZ3072'INTERSECTION OF NICHOLASVILLE RD. AND WEST REYNOLDS RD. GO WEST ON
 GZ3072'REYNOLDS RD. FOR 1.40 MILES TO THE INTERSECTION OF CLAYS MILL RD AND
 GZ3072'WEST REYNOLDS RD. GO SOUTH ON CLAYS MILL RD. 0.05 MILES TO THE
 GZ3072'STATION ON THE RIGHT. STATION IS AT THE SOUTH END OF THE SOUTH GRASS
 GZ3072'STRIP BETWEEN JESSIE M. CLARK JUNIOR HIGH SCHOOL AND CLAYS MILL RD.
 GZ3072'4.43 FEET EAST OF THE WEST EDGE OF THE GRASS STRIP AND 1.92 FEET FROM
 GZ3072'THE SOUTH END OF THE GRASS STRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4601 ***********************************************************************
 AA4601  DESIGNATION -  LFUCG GPS STA 0044 A
 AA4601  PID         -  AA4601
 AA4601  STATE/COUNTY-  KY/FAYETTE
 AA4601  USGS QUAD   -  NICHOLASVILLE (1993)
 AA4601
 AA4601                         *CURRENT SURVEY CONTROL
 AA4601  ___________________________________________________________________
 AA4601* NAD 83(1993)-  37 59 55.98935(N)    084 32 50.36414(W)     ADJUSTED  
 AA4601* NAVD 88     -       303.4    (meters)     995.     (feet)  VERTCON   
 AA4601  ___________________________________________________________________
 AA4601  X           -     478,226.890 (meters)                     COMP
 AA4601  Y           -  -5,009,945.478 (meters)                     COMP
 AA4601  Z           -   3,905,512.902 (meters)                     COMP
 AA4601  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 AA4601  ELLIP HEIGHT-         270.25  (meters)          (12/20/95) GPS OBS
 AA4601  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 AA4601
 AA4601  HORZ ORDER  -  FIRST
 AA4601  ELLP ORDER  -  FOURTH    CLASS I
 AA4601
 AA4601.The horizontal coordinates were established by GPS observations
 AA4601.and adjusted by the National Geodetic Survey in December 1995..
 AA4601
 AA4601.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4601
 AA4601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4601
 AA4601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4601
 AA4601.The ellipsoidal height was determined by GPS observations
 AA4601.and is referenced to NAD 83.
 AA4601
 AA4601.The geoid height was determined by GEOID03.
 AA4601
 AA4601;                    North         East     Units Scale Factor Converg.
 AA4601;SPC KY1Z     - 1,185,527.888 1,605,622.921   MT  0.99990722   +0 44 18.2
 AA4601;SPC KY1Z     - 3,889,519.41  5,267,781.20   sFT  0.99990722   +0 44 18.2
 AA4601;SPC KY N     -    55,416.755   473,885.130   MT  0.99999528   -0 11 05.8
 AA4601;SPC KY N     -   181,813.14  1,554,738.13   sFT  0.99999528   -0 11 05.8
 AA4601;UTM  16      - 4,208,530.176   715,357.783   MT  1.00017125   +1 30 38.0
 AA4601
 AA4601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4601!SPC KY1Z     -   0.99995760  x   0.99990722  =   0.99986482
 AA4601!SPC KY N     -   0.99995760  x   0.99999528  =   0.99995288
 AA4601!UTM  16      -   0.99995760  x   1.00017125  =   1.00012884
 AA4601
 AA4601                          SUPERSEDED SURVEY CONTROL
 AA4601
 AA4601  NAD 83(1986)-  37 59 55.99687(N)    084 32 50.36990(W) AD(       ) 1
 AA4601  NGVD 29 (12/30/94)  303.5    (m)          996.     (f) GPS OBS        
 AA4601
 AA4601.Superseded values are not recommended for survey control.
 AA4601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4601.See file dsdata.txt to determine how the superseded data were derived.
 AA4601
 AA4601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1535808530(NAD 83)
 AA4601_MARKER: DD = SURVEY DISK
 AA4601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4601_STAMPING: 0044-A
 AA4601_MARK LOGO: LFUCG 
 AA4601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4601+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA4601
 AA4601  HISTORY     - Date     Condition        Report By
 AA4601  HISTORY     - 1992     MONUMENTED       GRWAS
 AA4601
 AA4601                          STATION DESCRIPTION
 AA4601
 AA4601'DESCRIBED BY GRW AERIAL SURVEY 1992 (BZ)
 AA4601'AT LEXINGTON, BEGINING AT THE INTERSECTION OF NEW CIRCLE ROAD AND
 AA4601'NICHOLASVILLE ROAD GO SOUTH ON NICHOLASVILLE ROAD FOR O.35 MI TO THE
 AA4601'INTERSECTION OF NICHOLADVILLE ROAD AND WEST REYNOLDS ROAD. GO WEST ON
 AA4601'REYNOLDS ROAD FOR 1.4 MI (2.25 KM) TO THE INTERSECTION OF CLAYS MILL
 AA4601'ROAD AND WEST REYNOLDS ROAD. GO SOUTH ON CLAYS MILL ROAD FOR 0.05
 AA4601'MILES TO THE STATION ON THE RIGHT. AT THE NORTH ENTRANCE OF THE
 AA4601'STUDENT PICKUP AND VISITORS PARKING OF JESSIE M. CLARK JUNIOR HIGH
 AA4601'SCHOOL. STATION IS IN A MEDIAN 32 FT (9.75 M) NORTH OF THE SOUTH END
 AA4601'OF THE MEDIAN, 11.5 FT (3.51 M) WEST OF A POWER POLE, 59 FT (17.98 M)
 AA4601'EAST OF THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2619 ***********************************************************************
 HZ2619  DESIGNATION -  LFUCG GPS STA 0045
 HZ2619  PID         -  HZ2619
 HZ2619  STATE/COUNTY-  KY/FAYETTE
 HZ2619  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2619
 HZ2619                         *CURRENT SURVEY CONTROL
 HZ2619  ___________________________________________________________________
 HZ2619* NAD 83(1993)-  38 00 12.84484(N)    084 29 44.56995(W)     ADJUSTED  
 HZ2619* NAVD 88     -       311.87   (+/-2cm)    1023.2    (feet)  VERTCON   
 HZ2619  ___________________________________________________________________
 HZ2619  X           -     482,709.378 (meters)                     COMP
 HZ2619  Y           -  -5,009,200.804 (meters)                     COMP
 HZ2619  Z           -   3,905,927.640 (meters)                     COMP
 HZ2619  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 HZ2619  ELLIP HEIGHT-         278.70  (meters)          (12/20/95) GPS OBS
 HZ2619  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HZ2619
 HZ2619  HORZ ORDER  -  FIRST
 HZ2619  VERT ORDER  -  THIRD ? (See Below)
 HZ2619  ELLP ORDER  -  FOURTH    CLASS I
 HZ2619
 HZ2619.The horizontal coordinates were established by GPS observations
 HZ2619.and adjusted by the National Geodetic Survey in December 1995..
 HZ2619
 HZ2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2619.The vertical order pertains to the NGVD 29 superseded value.
 HZ2619
 HZ2619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2619
 HZ2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2619
 HZ2619.The ellipsoidal height was determined by GPS observations
 HZ2619.and is referenced to NAD 83.
 HZ2619
 HZ2619.The geoid height was determined by GEOID03.
 HZ2619
 HZ2619;                    North         East     Units Scale Factor Converg.
 HZ2619;SPC KY1Z     - 1,186,107.154 1,610,148.181   MT  0.99990739   +0 46 12.3
 HZ2619;SPC KY1Z     - 3,891,419.89  5,282,627.82   sFT  0.99990739   +0 46 12.3
 HZ2619;SPC KY N     -    55,923.082   478,419.533   MT  0.99999462   -0 09 10.3
 HZ2619;SPC KY N     -   183,474.31  1,569,614.75   sFT  0.99999462   -0 09 10.3
 HZ2619;UTM  16      - 4,209,170.561   719,876.071   MT  1.00019547   +1 32 33.1
 HZ2619
 HZ2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2619!SPC KY1Z     -   0.99995627  x   0.99990739  =   0.99986366
 HZ2619!SPC KY N     -   0.99995627  x   0.99999462  =   0.99995089
 HZ2619!UTM  16      -   0.99995627  x   1.00019547  =   1.00015173
 HZ2619
 HZ2619:                Primary Azimuth Mark                     Grid Az
 HZ2619:SPC KY1Z     -  LFUCG GPS STA 0038                       335 06 32.5
 HZ2619:SPC KY N     -  LFUCG GPS STA 0038                       336 01 55.1
 HZ2619:UTM  16      -  LFUCG GPS STA 0038                       334 20 11.7
 HZ2619
 HZ2619|---------------------------------------------------------------------|
 HZ2619| PID    Reference Object                     Distance      Geod. Az  |
 HZ2619|                                                           dddmmss.s |
 HZ2619| HZ2614 LFUCG GPS STA 0038                  APPROX. 1.7 KM 3355244.8 |
 HZ2619|---------------------------------------------------------------------|
 HZ2619
 HZ2619                          SUPERSEDED SURVEY CONTROL
 HZ2619
 HZ2619  NAD 83(1986)-  38 00 12.85270(N)    084 29 44.57551(W) AD(       ) 1
 HZ2619  NGVD 29 (12/27/91)  312.02   (m)         1023.7    (f) LEVELING    3  
 HZ2619
 HZ2619.Superseded values are not recommended for survey control.
 HZ2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2619.See file dsdata.txt to determine how the superseded data were derived.
 HZ2619
 HZ2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1987609171(NAD 83)
 HZ2619_MARKER: I = METAL ROD
 HZ2619_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2619_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2619_STAMPING: 45
 HZ2619_MARK LOGO: LFUCG 
 HZ2619_PROJECTION: FLUSH
 HZ2619_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2619+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2619_ROD/PIPE-DEPTH: 4.89 meters
 HZ2619_SLEEVE-DEPTH  : 0.61 meters
 HZ2619
 HZ2619  HISTORY     - Date     Condition        Report By
 HZ2619  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2619
 HZ2619                          STATION DESCRIPTION
 HZ2619
 HZ2619'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2619'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2619'AND TATES CREEK RD ( HWY 1974 ). GO NORTH ON HWY 1974 FOR 0.85 MILES
 HZ2619'TO THE STATION ON THE RIGHT. STATION IS AT THE NE CORNER OF THE
 HZ2619'INTERSECTION OF HWY 1974 AND ALBANY RD. 8.65FT EAST OF THE EDGE OF
 HZ2619'PAVEMENT.27.10FT NE OF A TRAFFIC LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2620 ***********************************************************************
 HZ2620  DESIGNATION -  LFUCG GPS STA 0046
 HZ2620  PID         -  HZ2620
 HZ2620  STATE/COUNTY-  KY/FAYETTE
 HZ2620  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2620
 HZ2620                         *CURRENT SURVEY CONTROL
 HZ2620  ___________________________________________________________________
 HZ2620* NAD 83(1993)-  38 00 03.64811(N)    084 28 37.31798(W)     ADJUSTED  
 HZ2620* NAVD 88     -       298.5    (meters)     979.     (feet)  VERTCON   
 HZ2620  ___________________________________________________________________
 HZ2620  X           -     484,358.390 (meters)                     COMP
 HZ2620  Y           -  -5,009,206.596 (meters)                     COMP
 HZ2620  Z           -   3,905,696.077 (meters)                     COMP
 HZ2620  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 HZ2620  ELLIP HEIGHT-         265.52  (meters)          (12/20/95) GPS OBS
 HZ2620  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HZ2620
 HZ2620  HORZ ORDER  -  FIRST
 HZ2620  ELLP ORDER  -  FOURTH    CLASS I
 HZ2620
 HZ2620.The horizontal coordinates were established by GPS observations
 HZ2620.and adjusted by the National Geodetic Survey in December 1995..
 HZ2620
 HZ2620.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2620
 HZ2620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2620
 HZ2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2620
 HZ2620.The ellipsoidal height was determined by GPS observations
 HZ2620.and is referenced to NAD 83.
 HZ2620
 HZ2620.The geoid height was determined by GEOID03.
 HZ2620
 HZ2620;                    North         East     Units Scale Factor Converg.
 HZ2620;SPC KY1Z     - 1,185,845.863 1,611,792.474   MT  0.99990730   +0 46 53.6
 HZ2620;SPC KY1Z     - 3,890,562.64  5,288,022.48   sFT  0.99990730   +0 46 53.6
 HZ2620;SPC KY N     -    55,635.317   480,059.548   MT  0.99999498   -0 08 28.4
 HZ2620;SPC KY N     -   182,530.20  1,574,995.37   sFT  0.99999498   -0 08 28.4
 HZ2620;UTM  16      - 4,208,931.390   721,524.219   MT  1.00020444   +1 33 14.3
 HZ2620
 HZ2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2620!SPC KY1Z     -   0.99995834  x   0.99990730  =   0.99986564
 HZ2620!SPC KY N     -   0.99995834  x   0.99999498  =   0.99995332
 HZ2620!UTM  16      -   0.99995834  x   1.00020444  =   1.00016277
 HZ2620
 HZ2620:                Primary Azimuth Mark                     Grid Az
 HZ2620:SPC KY1Z     -  LFUCG GPS STA 0052                       121 29 51.2
 HZ2620:SPC KY N     -  LFUCG GPS STA 0052                       122 25 13.2
 HZ2620:UTM  16      -  LFUCG GPS STA 0052                       120 43 30.5
 HZ2620
 HZ2620|---------------------------------------------------------------------|
 HZ2620| PID    Reference Object                     Distance      Geod. Az  |
 HZ2620|                                                           dddmmss.s |
 HZ2620| GZ3076 LFUCG GPS STA 0052                  APPROX. 1.2 KM 1221644.8 |
 HZ2620|---------------------------------------------------------------------|
 HZ2620
 HZ2620                          SUPERSEDED SURVEY CONTROL
 HZ2620
 HZ2620  NAD 83(1986)-  38 00 03.65595(N)    084 28 37.32347(W) AD(       ) 1
 HZ2620  NGVD 29 (12/27/91)  298.7    (m)          980.     (f) GPS OBS        
 HZ2620
 HZ2620.Superseded values are not recommended for survey control.
 HZ2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2620.See file dsdata.txt to determine how the superseded data were derived.
 HZ2620
 HZ2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2152408931(NAD 83)
 HZ2620_MARKER: I = METAL ROD
 HZ2620_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2620_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2620_STAMPING: 46
 HZ2620_MARK LOGO: LFUCG 
 HZ2620_PROJECTION: FLUSH
 HZ2620_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2620+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2620_ROD/PIPE-DEPTH: 2.92 meters
 HZ2620_SLEEVE-DEPTH  : 0.61 meters
 HZ2620
 HZ2620  HISTORY     - Date     Condition        Report By
 HZ2620  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2620
 HZ2620                          STATION DESCRIPTION
 HZ2620
 HZ2620'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2620'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2620'AND ALUMINI DR. GO NW ON ALUMINI DR FOR 0.70 MILES TO THE STATION ON
 HZ2620'THE RIGHT.STATION IS AT THE NE CORNER OF THE INTERSECTION OF ALUMINI
 HZ2620'DR AND LAKESIDE DR.48.95FT NORTH OF THE NORTH CURB LINE OF ALUMINI DR.
 HZ2620'18.50FT EAST OF A WOODEN FENCE CORNER ( RIGHT OF WAY FENCE ).4.0FT
 HZ2620'SOUTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2621 ***********************************************************************
 HZ2621  DESIGNATION -  LFUCG GPS STA 0047
 HZ2621  PID         -  HZ2621
 HZ2621  STATE/COUNTY-  KY/FAYETTE
 HZ2621  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2621
 HZ2621                         *CURRENT SURVEY CONTROL
 HZ2621  ___________________________________________________________________
 HZ2621* NAD 83(1993)-  38 00 00.80587(N)    084 26 42.96557(W)     ADJUSTED  
 HZ2621* NAVD 88     -       303.43   (+/-2cm)     995.5    (feet)  VERTCON   
 HZ2621  ___________________________________________________________________
 HZ2621  X           -     487,141.002 (meters)                     COMP
 HZ2621  Y           -  -5,008,994.899 (meters)                     COMP
 HZ2621  Z           -   3,905,630.079 (meters)                     COMP
 HZ2621  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 HZ2621  ELLIP HEIGHT-         270.49  (meters)          (12/20/95) GPS OBS
 HZ2621  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HZ2621
 HZ2621  HORZ ORDER  -  FIRST
 HZ2621  VERT ORDER  -  THIRD ? (See Below)
 HZ2621  ELLP ORDER  -  FOURTH    CLASS I
 HZ2621
 HZ2621.The horizontal coordinates were established by GPS observations
 HZ2621.and adjusted by the National Geodetic Survey in December 1995..
 HZ2621
 HZ2621.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2621.The vertical order pertains to the NGVD 29 superseded value.
 HZ2621
 HZ2621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2621
 HZ2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2621
 HZ2621.The ellipsoidal height was determined by GPS observations
 HZ2621.and is referenced to NAD 83.
 HZ2621
 HZ2621.The geoid height was determined by GEOID03.
 HZ2621
 HZ2621;                    North         East     Units Scale Factor Converg.
 HZ2621;SPC KY1Z     - 1,185,796.773 1,614,583.095   MT  0.99990727   +0 48 03.8
 HZ2621;SPC KY1Z     - 3,890,401.58  5,297,178.04   sFT  0.99990727   +0 48 03.8
 HZ2621;SPC KY N     -    55,541.289   482,849.261   MT  0.99999509   -0 07 17.3
 HZ2621;SPC KY N     -   182,221.71  1,584,147.95   sFT  0.99999509   -0 07 17.3
 HZ2621;UTM  16      - 4,208,919.922   724,316.099   MT  1.00021977   +1 34 24.6
 HZ2621
 HZ2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2621!SPC KY1Z     -   0.99995756  x   0.99990727  =   0.99986483
 HZ2621!SPC KY N     -   0.99995756  x   0.99999509  =   0.99995265
 HZ2621!UTM  16      -   0.99995756  x   1.00021977  =   1.00017732
 HZ2621
 HZ2621:                Primary Azimuth Mark                     Grid Az
 HZ2621:SPC KY1Z     -  LFUCG GPS STA 0051                       221 15 17.3
 HZ2621:SPC KY N     -  LFUCG GPS STA 0051                       222 10 38.4
 HZ2621:UTM  16      -  LFUCG GPS STA 0051                       220 28 56.5
 HZ2621
 HZ2621|---------------------------------------------------------------------|
 HZ2621| PID    Reference Object                     Distance      Geod. Az  |
 HZ2621|                                                           dddmmss.s |
 HZ2621| GZ3075 LFUCG GPS STA 0051                  APPROX. 1.5 KM 2220321.1 |
 HZ2621|---------------------------------------------------------------------|
 HZ2621
 HZ2621                          SUPERSEDED SURVEY CONTROL
 HZ2621
 HZ2621  NAD 83(1986)-  38 00 00.81365(N)    084 26 42.97099(W) AD(       ) 1
 HZ2621  NGVD 29 (12/27/91)  303.58   (m)          996.0    (f) LEVELING    3  
 HZ2621
 HZ2621.Superseded values are not recommended for survey control.
 HZ2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2621.See file dsdata.txt to determine how the superseded data were derived.
 HZ2621
 HZ2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2431608920(NAD 83)
 HZ2621_MARKER: I = METAL ROD
 HZ2621_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2621_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2621_STAMPING: 47
 HZ2621_MARK LOGO: LFUCG 
 HZ2621_PROJECTION: FLUSH
 HZ2621_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2621+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2621_ROD/PIPE-DEPTH: 1.67 meters
 HZ2621_SLEEVE-DEPTH  : 0.61 meters
 HZ2621
 HZ2621  HISTORY     - Date     Condition        Report By
 HZ2621  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2621
 HZ2621                          STATION DESCRIPTION
 HZ2621
 HZ2621'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2621'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND
 HZ2621'RICHMOND RD ( HWY 421,25 ). SO SE ON HWY 421,25 FOR 0.05 MILES TO THE
 HZ2621'STATION ON THE RIGHT. STATION IS AT RICHMOND RD VETERINARY CLINIC.
 HZ2621'51.4FT SE OF A MANHOLE. 29.0FT  NW OF THE EDGE OF PAVEMENT. 5.40FT NE
 HZ2621'OF THE NE CORNER OF A SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2622 ***********************************************************************
 HZ2622  DESIGNATION -  LFUCG GPS STA 0048
 HZ2622  PID         -  HZ2622
 HZ2622  STATE/COUNTY-  KY/FAYETTE
 HZ2622  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2622
 HZ2622                         *CURRENT SURVEY CONTROL
 HZ2622  ___________________________________________________________________
 HZ2622* NAD 83(1993)-  38 00 32.62935(N)    084 25 18.14812(W)     ADJUSTED  
 HZ2622* NAVD 88     -       310.04   (+/-2cm)    1017.2    (feet)  VERTCON   
 HZ2622  ___________________________________________________________________
 HZ2622  X           -     489,142.469 (meters)                     COMP
 HZ2622  Y           -  -5,008,198.026 (meters)                     COMP
 HZ2622  Z           -   3,906,407.318 (meters)                     COMP
 HZ2622  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 HZ2622  ELLIP HEIGHT-         277.09  (meters)          (12/20/95) GPS OBS
 HZ2622  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HZ2622
 HZ2622  HORZ ORDER  -  FIRST
 HZ2622  VERT ORDER  -  THIRD ? (See Below)
 HZ2622  ELLP ORDER  -  FOURTH    CLASS I
 HZ2622
 HZ2622.The horizontal coordinates were established by GPS observations
 HZ2622.and adjusted by the National Geodetic Survey in December 1995..
 HZ2622
 HZ2622.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2622.The vertical order pertains to the NGVD 29 superseded value.
 HZ2622
 HZ2622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2622
 HZ2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2622
 HZ2622.The ellipsoidal height was determined by GPS observations
 HZ2622.and is referenced to NAD 83.
 HZ2622
 HZ2622.The geoid height was determined by GEOID03.
 HZ2622
 HZ2622;                    North         East     Units Scale Factor Converg.
 HZ2622;SPC KY1Z     - 1,186,806.966 1,616,638.095   MT  0.99990761   +0 48 55.9
 HZ2622;SPC KY1Z     - 3,893,715.85  5,303,920.15   sFT  0.99990761   +0 48 55.9
 HZ2622;SPC KY N     -    56,518.353   484,920.438   MT  0.99999385   -0 06 24.5
 HZ2622;SPC KY N     -   185,427.30  1,590,943.14   sFT  0.99999385   -0 06 24.5
 HZ2622;UTM  16      - 4,209,958.064   726,357.939   MT  1.00023110   +1 35 18.1
 HZ2622
 HZ2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2622!SPC KY1Z     -   0.99995652  x   0.99990761  =   0.99986414
 HZ2622!SPC KY N     -   0.99995652  x   0.99999385  =   0.99995037
 HZ2622!UTM  16      -   0.99995652  x   1.00023110  =   1.00018761
 HZ2622
 HZ2622                          SUPERSEDED SURVEY CONTROL
 HZ2622
 HZ2622  NAD 83(1986)-  38 00 32.63711(N)    084 25 18.15354(W) AD(       ) 1
 HZ2622  NGVD 29 (12/27/91)  310.19   (m)         1017.7    (f) LEVELING    3  
 HZ2622
 HZ2622.Superseded values are not recommended for survey control.
 HZ2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2622.See file dsdata.txt to determine how the superseded data were derived.
 HZ2622
 HZ2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2635809958(NAD 83)
 HZ2622_MARKER: I = METAL ROD
 HZ2622_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2622_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2622_STAMPING: 48
 HZ2622_MARK LOGO: LFUCG 
 HZ2622_PROJECTION: FLUSH
 HZ2622_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2622+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2622_ROD/PIPE-DEPTH: 5.94 meters
 HZ2622_SLEEVE-DEPTH  : 0.61 meters
 HZ2622
 HZ2622  HISTORY     - Date     Condition        Report By
 HZ2622  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2622
 HZ2622                          STATION DESCRIPTION
 HZ2622
 HZ2622'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2622'AT LEXINGTON,STATION IS AT THE SE CORNER OF THE INTERSECTION OF
 HZ2622'MAN-O-WAR BLVD AND TODDS RD.3.50FT SOUTH OF EDGE OF SIDEWALK. 53.40FT
 HZ2622'OF END OF SIDEWALK.11.40 EAST OF A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3073 ***********************************************************************
 GZ3073  DESIGNATION -  LFUCG GPS STA 0049
 GZ3073  PID         -  GZ3073
 GZ3073  STATE/COUNTY-  KY/FAYETTE
 GZ3073  USGS QUAD   -  COLETOWN (1993)
 GZ3073
 GZ3073                         *CURRENT SURVEY CONTROL
 GZ3073  ___________________________________________________________________
 GZ3073* NAD 83(1993)-  37 59 47.10256(N)    084 23 54.75114(W)     ADJUSTED  
 GZ3073* NAVD 88     -       315.55   (+/-2cm)    1035.3    (feet)  VERTCON   
 GZ3073  ___________________________________________________________________
 GZ3073  X           -     491,252.134 (meters)                     COMP
 GZ3073  Y           -  -5,008,864.382 (meters)                     COMP
 GZ3073  Z           -   3,905,304.611 (meters)                     COMP
 GZ3073  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 GZ3073  ELLIP HEIGHT-         282.66  (meters)          (12/20/95) GPS OBS
 GZ3073  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GZ3073
 GZ3073  HORZ ORDER  -  FIRST
 GZ3073  VERT ORDER  -  THIRD ? (See Below)
 GZ3073  ELLP ORDER  -  FOURTH    CLASS I
 GZ3073
 GZ3073.The horizontal coordinates were established by GPS observations
 GZ3073.and adjusted by the National Geodetic Survey in December 1995..
 GZ3073
 GZ3073.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3073.The vertical order pertains to the NGVD 29 superseded value.
 GZ3073
 GZ3073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3073
 GZ3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3073
 GZ3073.The ellipsoidal height was determined by GPS observations
 GZ3073.and is referenced to NAD 83.
 GZ3073
 GZ3073.The geoid height was determined by GEOID03.
 GZ3073
 GZ3073;                    North         East     Units Scale Factor Converg.
 GZ3073;SPC KY1Z     - 1,185,432.750 1,618,692.484   MT  0.99990713   +0 49 47.1
 GZ3073;SPC KY1Z     - 3,889,207.28  5,310,660.26   sFT  0.99990713   +0 49 47.1
 GZ3073;SPC KY N     -    55,111.126   486,952.620   MT  0.99999563   -0 05 32.7
 GZ3073;SPC KY N     -   180,810.42  1,597,610.39   sFT  0.99999563   -0 05 32.7
 GZ3073;UTM  16      - 4,208,611.233   728,431.356   MT  1.00024272   +1 36 07.9
 GZ3073
 GZ3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3073!SPC KY1Z     -   0.99995565  x   0.99990713  =   0.99986278
 GZ3073!SPC KY N     -   0.99995565  x   0.99999563  =   0.99995128
 GZ3073!UTM  16      -   0.99995565  x   1.00024272  =   1.00019836
 GZ3073
 GZ3073                          SUPERSEDED SURVEY CONTROL
 GZ3073
 GZ3073  NAD 83(1986)-  37 59 47.11027(N)    084 23 54.75649(W) AD(       ) 1
 GZ3073  NGVD 29 (10/12/93)  315.71   (m)         1035.8    (f) LEVELING    3  
 GZ3073
 GZ3073.Superseded values are not recommended for survey control.
 GZ3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3073.See file dsdata.txt to determine how the superseded data were derived.
 GZ3073
 GZ3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2843108611(NAD 83)
 GZ3073_MARKER: I = METAL ROD
 GZ3073_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GZ3073_SP_SET: STAINLESS STEEL ROD
 GZ3073_STAMPING: 0049
 GZ3073_MARK LOGO: LFUCG 
 GZ3073_PROJECTION: FLUSH
 GZ3073_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3073+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1991
 GZ3073_ROD/PIPE-DEPTH: 1.06 meters
 GZ3073_SLEEVE-DEPTH  : 0.61 meters
 GZ3073
 GZ3073  HISTORY     - Date     Condition        Report By
 GZ3073  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3073  HISTORY     - 19900601 GOOD             GRWAS
 GZ3073  HISTORY     - 19910904 GOOD
 GZ3073
 GZ3073                          STATION DESCRIPTION
 GZ3073
 GZ3073'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3073'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND TODDS
 GZ3073'RD ( HWY 1927 ). GO SE ON TODDS RD FOR 1.6 MILES TO THE STATION ON
 GZ3073'THE LEFT. 46.0FT SOUTH OF RIGHT OF WAY FENCE. 9.80FT  NORTH OF THE EDG
 GZ3073'OF PAVEMENT. 9.90FT WEST OF END OF GUARDRAIL.
 GZ3073
 GZ3073                          STATION RECOVERY (1990)
 GZ3073
 GZ3073'RECOVERY NOTE BY GRW AERIAL SURVEY 1990
 GZ3073'RECOVERED IN GOOD CONDITION.
 GZ3073
 GZ3073                          STATION RECOVERY (1991)
 GZ3073
 GZ3073'RECOVERED 1991
 GZ3073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3074 ***********************************************************************
 GZ3074  DESIGNATION -  LFUCG GPS STA 0050
 GZ3074  PID         -  GZ3074
 GZ3074  STATE/COUNTY-  KY/FAYETTE
 GZ3074  USGS QUAD   -  COLETOWN (1993)
 GZ3074
 GZ3074                         *CURRENT SURVEY CONTROL
 GZ3074  ___________________________________________________________________
 GZ3074* NAD 83(1993)-  37 59 26.73387(N)    084 26 01.34763(W)     ADJUSTED  
 GZ3074* NAVD 88     -       298.3    (meters)     979.     (feet)  VERTCON   
 GZ3074  ___________________________________________________________________
 GZ3074  X           -     488,213.992 (meters)                     COMP
 GZ3074  Y           -  -5,009,536.153 (meters)                     COMP
 GZ3074  Z           -   3,904,799.009 (meters)                     COMP
 GZ3074  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 GZ3074  ELLIP HEIGHT-         265.35  (meters)          (12/20/95) GPS OBS
 GZ3074  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GZ3074
 GZ3074  HORZ ORDER  -  FIRST
 GZ3074  ELLP ORDER  -  FOURTH    CLASS I
 GZ3074
 GZ3074.The horizontal coordinates were established by GPS observations
 GZ3074.and adjusted by the National Geodetic Survey in December 1995..
 GZ3074
 GZ3074.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3074
 GZ3074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3074
 GZ3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3074
 GZ3074.The ellipsoidal height was determined by GPS observations
 GZ3074.and is referenced to NAD 83.
 GZ3074
 GZ3074.The geoid height was determined by GEOID03.
 GZ3074
 GZ3074;                    North         East     Units Scale Factor Converg.
 GZ3074;SPC KY1Z     - 1,184,760.713 1,615,613.104   MT  0.99990693   +0 48 29.3
 GZ3074;SPC KY1Z     - 3,887,002.44  5,300,557.33   sFT  0.99990693   +0 48 29.3
 GZ3074;SPC KY N     -    54,488.687   483,862.546   MT  0.99999644   -0 06 51.4
 GZ3074;SPC KY N     -   178,768.30  1,587,472.37   sFT  0.99999644   -0 06 51.4
 GZ3074;UTM  16      - 4,207,897.517   725,360.309   MT  1.00022555   +1 34 49.1
 GZ3074
 GZ3074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3074!SPC KY1Z     -   0.99995836  x   0.99990693  =   0.99986530
 GZ3074!SPC KY N     -   0.99995836  x   0.99999644  =   0.99995480
 GZ3074!UTM  16      -   0.99995836  x   1.00022555  =   1.00018391
 GZ3074
 GZ3074                          SUPERSEDED SURVEY CONTROL
 GZ3074
 GZ3074  NAD 83(1986)-  37 59 26.74168(N)    084 26 01.35307(W) AD(       ) 1
 GZ3074  NGVD 29 (12/27/91)  298.4    (m)          979.     (f) GPS OBS        
 GZ3074
 GZ3074.Superseded values are not recommended for survey control.
 GZ3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3074.See file dsdata.txt to determine how the superseded data were derived.
 GZ3074
 GZ3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2536007898(NAD 83)
 GZ3074_MARKER: I = METAL ROD
 GZ3074_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3074_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3074_STAMPING: 50
 GZ3074_MARK LOGO: LFUCG 
 GZ3074_PROJECTION: FLUSH
 GZ3074_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3074+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3074_ROD/PIPE-DEPTH: 2.59 meters
 GZ3074_SLEEVE-DEPTH  : 0.61 meters
 GZ3074
 GZ3074  HISTORY     - Date     Condition        Report By
 GZ3074  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3074
 GZ3074                          STATION DESCRIPTION
 GZ3074
 GZ3074'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3074'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND
 GZ3074'RICHMOND RD ( HWY 421,25 ). GO SE ON HWY 421,25 FOR 0.95 MILES TO THE
 GZ3074'STATION ON THE LEFT. STATION IS JUST NORTH OF THE ENTRANCE TO THE
 GZ3074'LAKESIDE GOLF COURSE.51.40FT SE OF A LIGHT POLE NUMBER 202. 5.30FT  WE
 GZ3074'OF THE EDGE OF PAVEMENT( OLD ROAD).50.50FT NW OF THE SW CORNER OF OLD
 GZ3074'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3075 ***********************************************************************
 GZ3075  DESIGNATION -  LFUCG GPS STA 0051
 GZ3075  PID         -  GZ3075
 GZ3075  STATE/COUNTY-  KY/FAYETTE
 GZ3075  USGS QUAD   -  COLETOWN (1993)
 GZ3075
 GZ3075                         *CURRENT SURVEY CONTROL
 GZ3075  ___________________________________________________________________
 GZ3075* NAD 83(1993)-  37 59 25.45063(N)    084 27 23.26663(W)     ADJUSTED  
 GZ3075* NAVD 88     -       308.29   (+/-2cm)    1011.4    (feet)  VERTCON   
 GZ3075  ___________________________________________________________________
 GZ3075  X           -     486,227.508 (meters)                     COMP
 GZ3075  Y           -  -5,009,761.739 (meters)                     COMP
 GZ3075  Z           -   3,904,773.981 (meters)                     COMP
 GZ3075  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 GZ3075  ELLIP HEIGHT-         275.35  (meters)          (12/20/95) GPS OBS
 GZ3075  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GZ3075
 GZ3075  HORZ ORDER  -  FIRST
 GZ3075  VERT ORDER  -  THIRD ? (See Below)
 GZ3075  ELLP ORDER  -  FOURTH    CLASS I
 GZ3075
 GZ3075.The horizontal coordinates were established by GPS observations
 GZ3075.and adjusted by the National Geodetic Survey in December 1995..
 GZ3075
 GZ3075.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3075.The vertical order pertains to the NGVD 29 superseded value.
 GZ3075
 GZ3075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3075
 GZ3075.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3075
 GZ3075.The ellipsoidal height was determined by GPS observations
 GZ3075.and is referenced to NAD 83.
 GZ3075
 GZ3075.The geoid height was determined by GEOID03.
 GZ3075
 GZ3075;                    North         East     Units Scale Factor Converg.
 GZ3075;SPC KY1Z     - 1,184,693.208 1,613,615.131   MT  0.99990691   +0 47 39.1
 GZ3075;SPC KY1Z     - 3,886,780.97  5,294,002.31   sFT  0.99990691   +0 47 39.1
 GZ3075;SPC KY N     -    54,453.356   481,863.567   MT  0.99999649   -0 07 42.4
 GZ3075;SPC KY N     -   178,652.39  1,580,914.05   sFT  0.99999649   -0 07 42.4
 GZ3075;UTM  16      - 4,207,803.065   723,362.802   MT  1.00021451   +1 33 58.6
 GZ3075
 GZ3075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3075!SPC KY1Z     -   0.99995680  x   0.99990691  =   0.99986371
 GZ3075!SPC KY N     -   0.99995680  x   0.99999649  =   0.99995329
 GZ3075!UTM  16      -   0.99995680  x   1.00021451  =   1.00017130
 GZ3075
 GZ3075:                Primary Azimuth Mark                     Grid Az
 GZ3075:SPC KY1Z     -  LFUCG GPS STA 0047                       041 15 17.2
 GZ3075:SPC KY N     -  LFUCG GPS STA 0047                       042 10 38.7
 GZ3075:UTM  16      -  LFUCG GPS STA 0047                       040 28 57.7
 GZ3075
 GZ3075|---------------------------------------------------------------------|
 GZ3075| PID    Reference Object                     Distance      Geod. Az  |
 GZ3075|                                                           dddmmss.s |
 GZ3075| HZ2621 LFUCG GPS STA 0047                  APPROX. 1.5 KM 0420256.3 |
 GZ3075| GZ3086 LFUCG GPS STA 0062                  APPROX. 1.7 KM 2041658.5 |
 GZ3075| GZ3076 LFUCG GPS STA 0052                  APPROX. 0.9 KM 3040939.0 |
 GZ3075|---------------------------------------------------------------------|
 GZ3075
 GZ3075                          SUPERSEDED SURVEY CONTROL
 GZ3075
 GZ3075  NAD 83(1986)-  37 59 25.45846(N)    084 27 23.27210(W) AD(       ) 1
 GZ3075  NGVD 29 (12/27/91)  308.44   (m)         1011.9    (f) LEVELING    3  
 GZ3075
 GZ3075.Superseded values are not recommended for survey control.
 GZ3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3075.See file dsdata.txt to determine how the superseded data were derived.
 GZ3075
 GZ3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2336307803(NAD 83)
 GZ3075_MARKER: I = METAL ROD
 GZ3075_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3075_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3075_STAMPING: 51
 GZ3075_MARK LOGO: LFUCG 
 GZ3075_PROJECTION: FLUSH
 GZ3075_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3075+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3075_ROD/PIPE-DEPTH: 1.21 meters
 GZ3075_SLEEVE-DEPTH  : 0.61 meters
 GZ3075
 GZ3075  HISTORY     - Date     Condition        Report By
 GZ3075  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3075
 GZ3075                          STATION DESCRIPTION
 GZ3075
 GZ3075'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3075'AT LEXINGTON,STATION IS AT THE NE CORNER OF THE INTERSECTION OF
 GZ3075'MAN-O-WAR BLVD AND ALUMINI DR. 25.80FT SE OF A LIGHT POLE. 22.00FT NW
 GZ3075'A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3076 ***********************************************************************
 GZ3076  DESIGNATION -  LFUCG GPS STA 0052
 GZ3076  PID         -  GZ3076
 GZ3076  STATE/COUNTY-  KY/FAYETTE
 GZ3076  USGS QUAD   -  COLETOWN (1993)
 GZ3076
 GZ3076                         *CURRENT SURVEY CONTROL
 GZ3076  ___________________________________________________________________
 GZ3076* NAD 83(1993)-  37 59 42.51243(N)    084 27 55.04020(W)     ADJUSTED  
 GZ3076* NAVD 88     -       305.7    (meters)    1003.     (feet)  VERTCON   
 GZ3076  ___________________________________________________________________
 GZ3076  X           -     485,424.352 (meters)                     COMP
 GZ3076  Y           -  -5,009,512.193 (meters)                     COMP
 GZ3076  Z           -   3,905,186.957 (meters)                     COMP
 GZ3076  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 GZ3076  ELLIP HEIGHT-         272.72  (meters)          (12/20/95) GPS OBS
 GZ3076  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GZ3076
 GZ3076  HORZ ORDER  -  FIRST
 GZ3076  ELLP ORDER  -  FOURTH    CLASS I
 GZ3076
 GZ3076.The horizontal coordinates were established by GPS observations
 GZ3076.and adjusted by the National Geodetic Survey in December 1995..
 GZ3076
 GZ3076.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3076
 GZ3076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3076
 GZ3076.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3076
 GZ3076.The ellipsoidal height was determined by GPS observations
 GZ3076.and is referenced to NAD 83.
 GZ3076
 GZ3076.The geoid height was determined by GEOID03.
 GZ3076
 GZ3076;                    North         East     Units Scale Factor Converg.
 GZ3076;SPC KY1Z     - 1,185,208.456 1,612,832.727   MT  0.99990708   +0 47 19.5
 GZ3076;SPC KY1Z     - 3,888,471.41  5,291,435.37   sFT  0.99990708   +0 47 19.5
 GZ3076;SPC KY N     -    54,981.182   481,089.491   MT  0.99999581   -0 08 02.1
 GZ3076;SPC KY N     -   180,384.09  1,578,374.44   sFT  0.99999581   -0 08 02.1
 GZ3076;UTM  16      - 4,208,307.876   722,573.284   MT  1.00021018   +1 33 39.6
 GZ3076
 GZ3076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3076!SPC KY1Z     -   0.99995721  x   0.99990708  =   0.99986429
 GZ3076!SPC KY N     -   0.99995721  x   0.99999581  =   0.99995302
 GZ3076!UTM  16      -   0.99995721  x   1.00021018  =   1.00016738
 GZ3076
 GZ3076:                Primary Azimuth Mark                     Grid Az
 GZ3076:SPC KY1Z     -  LFUCG GPS STA 0051                       123 21 59.9
 GZ3076:SPC KY N     -  LFUCG GPS STA 0051                       124 17 21.5
 GZ3076:UTM  16      -  LFUCG GPS STA 0051                       122 35 39.8
 GZ3076
 GZ3076|---------------------------------------------------------------------|
 GZ3076| PID    Reference Object                     Distance      Geod. Az  |
 GZ3076|                                                           dddmmss.s |
 GZ3076| GZ3075 LFUCG GPS STA 0051                  APPROX. 0.9 KM 1240919.4 |
 GZ3076| HZ2620 LFUCG GPS STA 0046                  APPROX. 1.2 KM 3021710.9 |
 GZ3076|---------------------------------------------------------------------|
 GZ3076
 GZ3076                          SUPERSEDED SURVEY CONTROL
 GZ3076
 GZ3076  NAD 83(1986)-  37 59 42.52027(N)    084 27 55.04566(W) AD(       ) 1
 GZ3076  NGVD 29 (12/27/91)  305.9    (m)         1004.     (f) GPS OBS        
 GZ3076
 GZ3076.Superseded values are not recommended for survey control.
 GZ3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3076.See file dsdata.txt to determine how the superseded data were derived.
 GZ3076
 GZ3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2257308308(NAD 83)
 GZ3076_MARKER: I = METAL ROD
 GZ3076_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3076_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3076_STAMPING: 52
 GZ3076_MARK LOGO: LFUCG 
 GZ3076_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3076+STABILITY: POSITION/ELEVATION WELL
 GZ3076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3076+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3076
 GZ3076  HISTORY     - Date     Condition        Report By
 GZ3076  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3076
 GZ3076                          STATION DESCRIPTION
 GZ3076
 GZ3076'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3076'AT LEXINGTON,BEGINING AT THE INTERSECTION OF NEW CIRCLE RD. AND ALUMNI
 GZ3076'DR. GO SOUTH EAST ON ALUMNI DR TO STATION ON RIGHT. STATION IS IN
 GZ3076'GRASS BETWEEN NEW CIRCLE NORTH OFF RAMP AND ALUMNI EAST BOUND. 8.6FT
 GZ3076'FROM BACK OF WALK AND 35.8FT FROM END OF GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3077 ***********************************************************************
 GZ3077  DESIGNATION -  LFUCG GPS STA 0053
 GZ3077  PID         -  GZ3077
 GZ3077  STATE/COUNTY-  KY/FAYETTE
 GZ3077  USGS QUAD   -  COLETOWN (1993)
 GZ3077
 GZ3077                         *CURRENT SURVEY CONTROL
 GZ3077  ___________________________________________________________________
 GZ3077* NAD 83(1993)-  37 59 27.35069(N)    084 29 42.81402(W)     ADJUSTED  
 GZ3077* NAVD 88     -       292.86   (+/-2cm)     960.8    (feet)  VERTCON   
 GZ3077  ___________________________________________________________________
 GZ3077  X           -     482,833.435 (meters)                     COMP
 GZ3077  Y           -  -5,010,041.469 (meters)                     COMP
 GZ3077  Z           -   3,904,810.594 (meters)                     COMP
 GZ3077  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 GZ3077  ELLIP HEIGHT-         259.82  (meters)          (12/20/95) GPS OBS
 GZ3077  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GZ3077
 GZ3077  HORZ ORDER  -  FIRST
 GZ3077  VERT ORDER  -  THIRD ? (See Below)
 GZ3077  ELLP ORDER  -  FOURTH    CLASS I
 GZ3077
 GZ3077.The horizontal coordinates were established by GPS observations
 GZ3077.and adjusted by the National Geodetic Survey in December 1995..
 GZ3077
 GZ3077.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3077.The vertical order pertains to the NGVD 29 superseded value.
 GZ3077
 GZ3077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3077
 GZ3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3077
 GZ3077.The ellipsoidal height was determined by GPS observations
 GZ3077.and is referenced to NAD 83.
 GZ3077
 GZ3077.The geoid height was determined by GEOID03.
 GZ3077
 GZ3077;                    North         East     Units Scale Factor Converg.
 GZ3077;SPC KY1Z     - 1,184,705.295 1,610,209.870   MT  0.99990693   +0 46 13.4
 GZ3077;SPC KY1Z     - 3,886,820.62  5,282,830.22   sFT  0.99990693   +0 46 13.4
 GZ3077;SPC KY N     -    54,520.288   478,458.637   MT  0.99999642   -0 09 09.2
 GZ3077;SPC KY N     -   178,871.98  1,569,743.04   sFT  0.99999642   -0 09 09.2
 GZ3077;UTM  16      - 4,207,769.257   719,956.671   MT  1.00019591   +1 32 32.6
 GZ3077
 GZ3077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3077!SPC KY1Z     -   0.99995923  x   0.99990693  =   0.99986617
 GZ3077!SPC KY N     -   0.99995923  x   0.99999642  =   0.99995565
 GZ3077!UTM  16      -   0.99995923  x   1.00019591  =   1.00015513
 GZ3077
 GZ3077:                Primary Azimuth Mark                     Grid Az
 GZ3077:SPC KY1Z     -  LFUCG GPS STA 0045                       357 28 49.1
 GZ3077:SPC KY N     -  LFUCG GPS STA 0045                       358 24 11.7
 GZ3077:UTM  16      -  LFUCG GPS STA 0045                       356 42 29.9
 GZ3077
 GZ3077|---------------------------------------------------------------------|
 GZ3077| PID    Reference Object                     Distance      Geod. Az  |
 GZ3077|                                                           dddmmss.s |
 GZ3077| HZ2619 LFUCG GPS STA 0045                  APPROX. 1.4 KM 3581502.5 |
 GZ3077|---------------------------------------------------------------------|
 GZ3077
 GZ3077                          SUPERSEDED SURVEY CONTROL
 GZ3077
 GZ3077  NAD 83(1986)-  37 59 27.35854(N)    084 29 42.81958(W) AD(       ) 1
 GZ3077  NGVD 29 (12/27/91)  293.01   (m)          961.3    (f) LEVELING    3  
 GZ3077
 GZ3077.Superseded values are not recommended for survey control.
 GZ3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3077.See file dsdata.txt to determine how the superseded data were derived.
 GZ3077
 GZ3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1995707769(NAD 83)
 GZ3077_MARKER: I = METAL ROD
 GZ3077_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3077_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3077_STAMPING: 53
 GZ3077_MARK LOGO: LFUCG 
 GZ3077_PROJECTION: FLUSH
 GZ3077_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3077+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3077_ROD/PIPE-DEPTH: 5.48 meters
 GZ3077_SLEEVE-DEPTH  : 0.61 meters
 GZ3077
 GZ3077  HISTORY     - Date     Condition        Report By
 GZ3077  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3077
 GZ3077                          STATION DESCRIPTION
 GZ3077
 GZ3077'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3077'AT LEXINGTON, AT THE INTERSECTION OF NEW CIRCLE RD. AND TATES CREEK
 GZ3077'PIKE. BETWEEN THE EAST AND WEST BOUND LANES OF NEW CIRCLE RD ON THE
 GZ3077'WEST SIDE OF TATES CREEK PIKE. 12.4 FEET FROM THE NORTHERN BRIDGE
 GZ3077'CORNER AND 13.3 FEET FROM THE SOUTHERN BRIDGE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3078 ***********************************************************************
 GZ3078  DESIGNATION -  LFUCG GPS STA 0054
 GZ3078  PID         -  GZ3078
 GZ3078  STATE/COUNTY-  KY/FAYETTE
 GZ3078  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ3078
 GZ3078                         *CURRENT SURVEY CONTROL
 GZ3078  ___________________________________________________________________
 GZ3078* NAD 83(1993)-  37 59 44.17735(N)    084 31 13.60302(W)     ADJUSTED  
 GZ3078* NAVD 88     -       315.1    (meters)    1034.     (feet)  VERTCON   
 GZ3078  ___________________________________________________________________
 GZ3078  X           -     480,599.348 (meters)                     COMP
 GZ3078  Y           -  -5,009,952.945 (meters)                     COMP
 GZ3078  Z           -   3,905,233.089 (meters)                     COMP
 GZ3078  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 GZ3078  ELLIP HEIGHT-         281.94  (meters)          (12/20/95) GPS OBS
 GZ3078  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 GZ3078
 GZ3078  HORZ ORDER  -  FIRST
 GZ3078  ELLP ORDER  -  FOURTH    CLASS I
 GZ3078
 GZ3078.The horizontal coordinates were established by GPS observations
 GZ3078.and adjusted by the National Geodetic Survey in December 1995..
 GZ3078
 GZ3078.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3078
 GZ3078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3078
 GZ3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3078
 GZ3078.The ellipsoidal height was determined by GPS observations
 GZ3078.and is referenced to NAD 83.
 GZ3078
 GZ3078.The geoid height was determined by GEOID03.
 GZ3078
 GZ3078;                    North         East     Units Scale Factor Converg.
 GZ3078;SPC KY1Z     - 1,185,194.523 1,607,988.104   MT  0.99990710   +0 45 17.6
 GZ3078;SPC KY1Z     - 3,888,425.70  5,275,540.97   sFT  0.99990710   +0 45 17.6
 GZ3078;SPC KY N     -    55,045.290   476,244.843   MT  0.99999575   -0 10 05.6
 GZ3078;SPC KY N     -   180,594.42  1,562,479.96   sFT  0.99999575   -0 10 05.6
 GZ3078;UTM  16      - 4,208,228.633   717,727.884   MT  1.00018390   +1 31 37.3
 GZ3078
 GZ3078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3078!SPC KY1Z     -   0.99995576  x   0.99990710  =   0.99986287
 GZ3078!SPC KY N     -   0.99995576  x   0.99999575  =   0.99995151
 GZ3078!UTM  16      -   0.99995576  x   1.00018390  =   1.00013965
 GZ3078
 GZ3078:                Primary Azimuth Mark                     Grid Az
 GZ3078:SPC KY1Z     -  LFUCG GPS STA 0071                       262 43 17.9
 GZ3078:SPC KY N     -  LFUCG GPS STA 0071                       263 38 41.1
 GZ3078:UTM  16      -  LFUCG GPS STA 0071                       261 56 58.2
 GZ3078
 GZ3078|---------------------------------------------------------------------|
 GZ3078| PID    Reference Object                     Distance      Geod. Az  |
 GZ3078|                                                           dddmmss.s |
 GZ3078| GZ3095 LFUCG GPS STA 0071                  APPROX. 1.3 KM 2632835.5 |
 GZ3078|---------------------------------------------------------------------|
 GZ3078
 GZ3078                          SUPERSEDED SURVEY CONTROL
 GZ3078
 GZ3078  NAD 83(1986)-  37 59 44.18522(N)    084 31 13.60872(W) AD(       ) 1
 GZ3078  NGVD 29 (12/27/91)  315.2    (m)         1034.     (f) GPS OBS        
 GZ3078
 GZ3078.Superseded values are not recommended for survey control.
 GZ3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3078.See file dsdata.txt to determine how the superseded data were derived.
 GZ3078
 GZ3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1772808229(NAD 83)
 GZ3078_MARKER: I = METAL ROD
 GZ3078_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3078_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3078_STAMPING: 54
 GZ3078_MARK LOGO: LFUCG 
 GZ3078_PROJECTION: FLUSH
 GZ3078_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3078+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3078_ROD/PIPE-DEPTH: 3.04 meters
 GZ3078_SLEEVE-DEPTH  : 0.61 meters
 GZ3078
 GZ3078  HISTORY     - Date     Condition        Report By
 GZ3078  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3078
 GZ3078                          STATION DESCRIPTION
 GZ3078
 GZ3078'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3078'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 GZ3078'AND NICHOLASVILLE RD ( HWY 27 ) . GO EAST ON HWY 4 FOR 0.10 MILES TO
 GZ3078'THE STATION ON THE RIGHT . STATION IS AT TOP OF CUT. 88.00FT SOUTH OF
 GZ3078'THE EDGE OF PAVEMENT. 28.20FT EAST OF TWIN 15 INCH TREE. 42.00FT  WEST
 GZ3078'10 INCH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3079 ***********************************************************************
 GZ3079  CBN         -  This is a Cooperative Base Network Control Station.
 GZ3079  DESIGNATION -  LFUCG GPS STA 0055
 GZ3079  PID         -  GZ3079
 GZ3079  STATE/COUNTY-  KY/FAYETTE
 GZ3079  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ3079
 GZ3079                         *CURRENT SURVEY CONTROL
 GZ3079  ___________________________________________________________________
 GZ3079* NAD 83(1993)-  37 59 07.42906(N)    084 35 32.36539(W)     ADJUSTED  
 GZ3079* NAVD 88     -       296.2    (meters)     972.     (feet)  GPS OBS   
 GZ3079  ___________________________________________________________________
 GZ3079  X           -     474,378.227 (meters)                     COMP
 GZ3079  Y           -  -5,011,231.365 (meters)                     COMP
 GZ3079  Z           -   3,904,328.403 (meters)                     COMP
 GZ3079  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 GZ3079  ELLIP HEIGHT-         262.95  (meters)          (11/03/04) GPS OBS
 GZ3079  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 GZ3079
 GZ3079  HORZ ORDER  -  B
 GZ3079  ELLP ORDER  -  THIRD     CLASS I
 GZ3079
 GZ3079.The horizontal coordinates were established by GPS observations
 GZ3079.and adjusted by the National Geodetic Survey in September 1994..
 GZ3079
 GZ3079.The orthometric height was determined by GPS observations and a
 GZ3079.high-resolution geoid model.
 GZ3079
 GZ3079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3079
 GZ3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3079
 GZ3079.The ellipsoidal height was determined by GPS observations
 GZ3079.and is referenced to NAD 83.
 GZ3079
 GZ3079.The geoid height was determined by GEOID03.
 GZ3079
 GZ3079;                    North         East     Units Scale Factor Converg.
 GZ3079;SPC KY1Z     - 1,183,980.937 1,601,689.624   MT  0.99990674   +0 42 38.8
 GZ3079;SPC KY1Z     - 3,884,444.12  5,254,876.71   sFT  0.99990674   +0 42 38.8
 GZ3079;SPC KY N     -    53,933.270   469,927.057   MT  0.99999722   -0 12 46.6
 GZ3079;SPC KY N     -   176,946.07  1,541,752.35   sFT  0.99999722   -0 12 46.6
 GZ3079;UTM  16      - 4,206,929.971   711,444.689   MT  1.00015068   +1 28 56.6
 GZ3079
 GZ3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3079!SPC KY1Z     -   0.99995874  x   0.99990674  =   0.99986548
 GZ3079!SPC KY N     -   0.99995874  x   0.99999722  =   0.99995596
 GZ3079!UTM  16      -   0.99995874  x   1.00015068  =   1.00010941
 GZ3079
 GZ3079:                Primary Azimuth Mark                     Grid Az
 GZ3079:SPC KY1Z     -  LFUCG GPS STA 0042                       012 50 09.1
 GZ3079:SPC KY N     -  LFUCG GPS STA 0042                       013 45 34.5
 GZ3079:UTM  16      -  LFUCG GPS STA 0042                       012 03 51.3
 GZ3079
 GZ3079|---------------------------------------------------------------------|
 GZ3079| PID    Reference Object                     Distance      Geod. Az  |
 GZ3079|                                                           dddmmss.s |
 GZ3079| GZ3071 LFUCG GPS STA 0042                  APPROX. 1.6 KM 0133247.9 |
 GZ3079|---------------------------------------------------------------------|
 GZ3079
 GZ3079                          SUPERSEDED SURVEY CONTROL
 GZ3079
 GZ3079  ELLIP H (09/07/94)  262.98   (m)                       GP(       ) 4 1
 GZ3079  NAD 83(1986)-  37 59 07.43690(N)    084 35 32.37111(W) AD(       ) 1
 GZ3079  NGVD 29 (12/27/91)  296.3    (m)          972.     (f) GPS OBS        
 GZ3079
 GZ3079.Superseded values are not recommended for survey control.
 GZ3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3079.See file dsdata.txt to determine how the superseded data were derived.
 GZ3079
 GZ3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1144506930(NAD 83)
 GZ3079_MARKER: I = METAL ROD
 GZ3079_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GZ3079+WITH SETTING: INFORMATION.
 GZ3079_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3079_STAMPING: 55
 GZ3079_MARK LOGO: LFUCG 
 GZ3079_PROJECTION: FLUSH
 GZ3079_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ3079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3079+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2003
 GZ3079_ROD/PIPE-DEPTH: 1.37 meters
 GZ3079_SLEEVE-DEPTH  : 0.61 meters
 GZ3079
 GZ3079  HISTORY     - Date     Condition        Report By
 GZ3079  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3079  HISTORY     - 19931007 GOOD             NGS
 GZ3079  HISTORY     - 20030115 GOOD             WOOLPT
 GZ3079
 GZ3079                          STATION DESCRIPTION
 GZ3079
 GZ3079'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3079'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND
 GZ3079'HARRODSBURG RD ( HWY 68 ). GO SE ON HWY 68 FOR 1.75 MILES TO THE
 GZ3079'STATION ON THE RIGHT. STATION IS JUST NORTH OF THE ENTRANCE TO THE
 GZ3079'BLUEGRASS MEMORIAL GARDENS CEMETARY. 3.30FT SE OF CORNER OF WOOD RAIL
 GZ3079'FENCE. 33.67 SW OF EDGE OF PAVEMENT.13.45 NW OF END OF 12 INCH CMP PIP
 GZ3079
 GZ3079                          STATION RECOVERY (1993)
 GZ3079
 GZ3079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GZ3079'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) NORTHEAST OF WILMORE, 6 MI
 GZ3079'(9.7 KM) SOUTHWEST OF THE CENTER OF LEXINGTON AND 6.0 MI (9.7 KM)
 GZ3079'NORTH OF NICHOLASVILLE. OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GZ3079'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4 (NEW CIRCLE
 GZ3079'ROAD) AND U.S. HIGHWAY 68, GO SOUTHWEST ON HIGHWAY 68 FOR 1.4 MI
 GZ3079'(2.3 KM) TO MAN O WAR BOULEVARD, CONTINUE AHEAD SOUTHWEST FOR 1.75 MI
 GZ3079'(2.82 KM) TO ENTRANCE TO BLUEGRASS MEMORIAL GARDENS CEMETERY AND THE
 GZ3079'STATION ON THE RIGHT.
 GZ3079'THE STATION IS LOCATED 15.4 M (50.5 FT) NORTH FROM THE CENTER OF THE
 GZ3079'PAVED DRIVE TO CEMETERY, 14.2 M (46.6 FT) WEST FROM THE CENTERLINE OF
 GZ3079'THE HIGHWAY AND 1.2 M (3.9 FT) SOUTHEAST FROM A WITNESS POST.
 GZ3079
 GZ3079                          STATION RECOVERY (2003)
 GZ3079
 GZ3079'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 GZ3079'RECOVERED AS DESCRIBED WITH THESE ADDITIONS.
 GZ3079' 
 GZ3079'STATION IS 27.0 FT ESE OF STARR HEADSTONE.
 GZ3079' 
 GZ3079'NOTE - AT THIS OCCUPATION STATION APEARS TO BE SET OVER BURIED GTE
 GZ3079'LINE THAT IS MARKED  IN FIELD WITH FLAGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3080 ***********************************************************************
 GZ3080  DESIGNATION -  LFUCG GPS STA 0056
 GZ3080  PID         -  GZ3080
 GZ3080  STATE/COUNTY-  KY/FAYETTE
 GZ3080  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ3080
 GZ3080                         *CURRENT SURVEY CONTROL
 GZ3080  ___________________________________________________________________
 GZ3080* NAD 83(1993)-  37 59 24.37302(N)    084 34 09.92209(W)     ADJUSTED  
 GZ3080* NAVD 88     -       283.64   (+/-2cm)     930.6    (feet)  VERTCON   
 GZ3080  ___________________________________________________________________
 GZ3080  X           -     476,349.793 (meters)                     COMP
 GZ3080  Y           -  -5,010,711.411 (meters)                     COMP
 GZ3080  Z           -   3,904,732.449 (meters)                     COMP
 GZ3080  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 GZ3080  ELLIP HEIGHT-         250.42  (meters)          (12/20/95) GPS OBS
 GZ3080  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 GZ3080
 GZ3080  HORZ ORDER  -  FIRST
 GZ3080  VERT ORDER  -  THIRD ? (See Below)
 GZ3080  ELLP ORDER  -  FOURTH    CLASS I
 GZ3080
 GZ3080.The horizontal coordinates were established by GPS observations
 GZ3080.and adjusted by the National Geodetic Survey in December 1995..
 GZ3080
 GZ3080.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3080.The vertical order pertains to the NGVD 29 superseded value.
 GZ3080
 GZ3080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3080
 GZ3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3080
 GZ3080.The ellipsoidal height was determined by GPS observations
 GZ3080.and is referenced to NAD 83.
 GZ3080
 GZ3080.The geoid height was determined by GEOID03.
 GZ3080
 GZ3080;                    North         East     Units Scale Factor Converg.
 GZ3080;SPC KY1Z     - 1,184,528.469 1,603,694.513   MT  0.99990690   +0 43 29.4
 GZ3080;SPC KY1Z     - 3,886,240.49  5,261,454.41   sFT  0.99990690   +0 43 29.4
 GZ3080;SPC KY N     -    54,448.459   471,940.693   MT  0.99999654   -0 11 55.3
 GZ3080;SPC KY N     -   178,636.32  1,548,358.76   sFT  0.99999654   -0 11 55.3
 GZ3080;UTM  16      - 4,207,504.600   713,442.519   MT  1.00016114   +1 29 47.9
 GZ3080
 GZ3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3080!SPC KY1Z     -   0.99996071  x   0.99990690  =   0.99986761
 GZ3080!SPC KY N     -   0.99996071  x   0.99999654  =   0.99995725
 GZ3080!UTM  16      -   0.99996071  x   1.00016114  =   1.00012184
 GZ3080
 GZ3080:                Primary Azimuth Mark                     Grid Az
 GZ3080:SPC KY1Z     -  LFUCG GPS STA 0057                       183 00 55.2
 GZ3080:SPC KY N     -  LFUCG GPS STA 0057                       183 56 19.9
 GZ3080:UTM  16      -  LFUCG GPS STA 0057                       182 14 36.7
 GZ3080
 GZ3080|---------------------------------------------------------------------|
 GZ3080| PID    Reference Object                     Distance      Geod. Az  |
 GZ3080|                                                           dddmmss.s |
 GZ3080| GZ3081 LFUCG GPS STA 0057                  APPROX. 1.4 KM 1834424.6 |
 GZ3080|---------------------------------------------------------------------|
 GZ3080
 GZ3080                          SUPERSEDED SURVEY CONTROL
 GZ3080
 GZ3080  NAD 83(1986)-  37 59 24.38089(N)    084 34 09.92777(W) AD(       ) 1
 GZ3080  NGVD 29 (12/27/91)  283.79   (m)          931.1    (f) LEVELING    3  
 GZ3080
 GZ3080.Superseded values are not recommended for survey control.
 GZ3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3080.See file dsdata.txt to determine how the superseded data were derived.
 GZ3080
 GZ3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1344307505(NAD 83)
 GZ3080_MARKER: I = METAL ROD
 GZ3080_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3080_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3080_STAMPING: 56
 GZ3080_MARK LOGO: LFUCG 
 GZ3080_PROJECTION: FLUSH
 GZ3080_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3080+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3080_ROD/PIPE-DEPTH: 1.37 meters
 GZ3080_SLEEVE-DEPTH  : 0.61 meters
 GZ3080
 GZ3080  HISTORY     - Date     Condition        Report By
 GZ3080  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3080
 GZ3080                          STATION DESCRIPTION
 GZ3080
 GZ3080'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3080'AT LEXINGTON,STATION IS AT THE NORTHSIDE OF THE INTERSECTION OF
 GZ3080'MAN-O-WAR BLVD AND OLD HIGBEE MILL RD. 28.00FT SW OF A LIGHT POLE.
 GZ3080'19.00FT EAST OF END OF RIGHT OF WAY FENCE ( WOVEN WIRE ).11.00FT  WEST
 GZ3080'OF FENCE POST AT RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3081 ***********************************************************************
 GZ3081  DESIGNATION -  LFUCG GPS STA 0057
 GZ3081  PID         -  GZ3081
 GZ3081  STATE/COUNTY-  KY/FAYETTE
 GZ3081  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ3081
 GZ3081                         *CURRENT SURVEY CONTROL
 GZ3081  ___________________________________________________________________
 GZ3081* NAD 83(1993)-  37 58 38.89283(N)    084 34 13.67810(W)     ADJUSTED  
 GZ3081* NAVD 88     -       288.1    (meters)     945.     (feet)  VERTCON   
 GZ3081  ___________________________________________________________________
 GZ3081  X           -     476,340.544 (meters)                     COMP
 GZ3081  Y           -  -5,011,582.749 (meters)                     COMP
 GZ3081  Z           -   3,903,629.912 (meters)                     COMP
 GZ3081  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 GZ3081  ELLIP HEIGHT-         254.88  (meters)          (12/20/95) GPS OBS
 GZ3081  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GZ3081
 GZ3081  HORZ ORDER  -  FIRST
 GZ3081  ELLP ORDER  -  FOURTH    CLASS I
 GZ3081
 GZ3081.The horizontal coordinates were established by GPS observations
 GZ3081.and adjusted by the National Geodetic Survey in December 1995..
 GZ3081
 GZ3081.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3081
 GZ3081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3081
 GZ3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3081
 GZ3081.The ellipsoidal height was determined by GPS observations
 GZ3081.and is referenced to NAD 83.
 GZ3081
 GZ3081.The geoid height was determined by GEOID03.
 GZ3081
 GZ3081;                    North         East     Units Scale Factor Converg.
 GZ3081;SPC KY1Z     - 1,183,125.296 1,603,620.600   MT  0.99990649   +0 43 27.1
 GZ3081;SPC KY1Z     - 3,881,636.91  5,261,211.92   sFT  0.99990649   +0 43 27.1
 GZ3081;SPC KY N     -    53,046.532   471,844.164   MT  0.99999838   -0 11 57.7
 GZ3081;SPC KY N     -   174,036.83  1,548,042.06   sFT  0.99999838   -0 11 57.7
 GZ3081;UTM  16      - 4,206,100.201   713,387.494   MT  1.00016085   +1 29 44.1
 GZ3081
 GZ3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3081!SPC KY1Z     -   0.99996001  x   0.99990649  =   0.99986650
 GZ3081!SPC KY N     -   0.99996001  x   0.99999838  =   0.99995839
 GZ3081!UTM  16      -   0.99996001  x   1.00016085  =   1.00012085
 GZ3081
 GZ3081:                Primary Azimuth Mark                     Grid Az
 GZ3081:SPC KY1Z     -  LFUCG GPS STA 0056                       003 00 55.1
 GZ3081:SPC KY N     -  LFUCG GPS STA 0056                       003 56 19.9
 GZ3081:UTM  16      -  LFUCG GPS STA 0056                       002 14 38.1
 GZ3081
 GZ3081|---------------------------------------------------------------------|
 GZ3081| PID    Reference Object                     Distance      Geod. Az  |
 GZ3081|                                                           dddmmss.s |
 GZ3081| GZ3080 LFUCG GPS STA 0056                  APPROX. 1.4 KM 0034422.2 |
 GZ3081|---------------------------------------------------------------------|
 GZ3081
 GZ3081                          SUPERSEDED SURVEY CONTROL
 GZ3081
 GZ3081  NAD 83(1986)-  37 58 38.90072(N)    084 34 13.68376(W) AD(       ) 1
 GZ3081  NGVD 29 (12/27/91)  288.2    (m)          946.     (f) GPS OBS        
 GZ3081
 GZ3081.Superseded values are not recommended for survey control.
 GZ3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3081.See file dsdata.txt to determine how the superseded data were derived.
 GZ3081
 GZ3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1338706100(NAD 83)
 GZ3081_MARKER: DD = SURVEY DISK
 GZ3081_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GZ3081+WITH SETTING: PAVEMENT
 GZ3081_SP_SET: CONCRETE SLAB
 GZ3081_STAMPING: 57
 GZ3081_MARK LOGO: LFUCG 
 GZ3081_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3081+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3081
 GZ3081  HISTORY     - Date     Condition        Report By
 GZ3081  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3081
 GZ3081                          STATION DESCRIPTION
 GZ3081
 GZ3081'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3081'AT LEXINGTON,BEGINNING AT THE THE INTERSECTION OF MAN-O-WAR BLVD AND
 GZ3081'CLAYS MILL RD . GO SOUTH ON CLAYS MILL RD FOR 0.75 MILES TO THE
 GZ3081'STATION ON THE LEFT . STATION IS ALUM DISK SET IN CONCRETE SLAB AT
 GZ3081'THE PUMP STA. 7.15 SOUTH OF CENTER OF WET WELL. 11.12FT EAST OF THE SW
 GZ3081'CORNER OF CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3082 ***********************************************************************
 GZ3082  DESIGNATION -  LFUCG GPS STA 0058
 GZ3082  PID         -  GZ3082
 GZ3082  STATE/COUNTY-  KY/FAYETTE
 GZ3082  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ3082
 GZ3082                         *CURRENT SURVEY CONTROL
 GZ3082  ___________________________________________________________________
 GZ3082* NAD 83(1993)-  37 58 50.00197(N)    084 32 48.05513(W)     ADJUSTED  
 GZ3082* NAVD 88     -       306.92   (+/-2cm)    1007.0    (feet)  VERTCON   
 GZ3082  ___________________________________________________________________
 GZ3082  X           -     478,402.256 (meters)                     COMP
 GZ3082  Y           -  -5,011,189.596 (meters)                     COMP
 GZ3082  Z           -   3,903,911.553 (meters)                     COMP
 GZ3082  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 GZ3082  ELLIP HEIGHT-         273.80  (meters)          (12/20/95) GPS OBS
 GZ3082  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 GZ3082
 GZ3082  HORZ ORDER  -  FIRST
 GZ3082  VERT ORDER  -  THIRD ? (See Below)
 GZ3082  ELLP ORDER  -  FOURTH    CLASS I
 GZ3082
 GZ3082.The horizontal coordinates were established by GPS observations
 GZ3082.and adjusted by the National Geodetic Survey in December 1995..
 GZ3082
 GZ3082.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3082.The vertical order pertains to the NGVD 29 superseded value.
 GZ3082
 GZ3082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3082
 GZ3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3082
 GZ3082.The ellipsoidal height was determined by GPS observations
 GZ3082.and is referenced to NAD 83.
 GZ3082
 GZ3082.The geoid height was determined by GEOID03.
 GZ3082
 GZ3082;                    North         East     Units Scale Factor Converg.
 GZ3082;SPC KY1Z     - 1,183,494.430 1,605,705.478   MT  0.99990659   +0 44 19.6
 GZ3082;SPC KY1Z     - 3,882,847.98  5,268,052.06   sFT  0.99990659   +0 44 19.6
 GZ3082;SPC KY N     -    53,382.048   473,934.912   MT  0.99999793   -0 11 04.4
 GZ3082;SPC KY N     -   175,137.60  1,554,901.46   sFT  0.99999793   -0 11 04.4
 GZ3082;UTM  16      - 4,206,497.477   715,467.754   MT  1.00017184   +1 30 37.2
 GZ3082
 GZ3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3082!SPC KY1Z     -   0.99995704  x   0.99990659  =   0.99986363
 GZ3082!SPC KY N     -   0.99995704  x   0.99999793  =   0.99995497
 GZ3082!UTM  16      -   0.99995704  x   1.00017184  =   1.00012887
 GZ3082
 GZ3082                          SUPERSEDED SURVEY CONTROL
 GZ3082
 GZ3082  NAD 83(1986)-  37 58 50.00987(N)    084 32 48.06080(W) AD(       ) 1
 GZ3082  NGVD 29 (12/27/91)  307.07   (m)         1007.4    (f) LEVELING    3  
 GZ3082
 GZ3082.Superseded values are not recommended for survey control.
 GZ3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3082.See file dsdata.txt to determine how the superseded data were derived.
 GZ3082
 GZ3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1546806497(NAD 83)
 GZ3082_MARKER: I = METAL ROD
 GZ3082_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3082_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3082_STAMPING: 58
 GZ3082_MARK LOGO: LFUCG 
 GZ3082_PROJECTION: FLUSH
 GZ3082_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3082+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3082_ROD/PIPE-DEPTH: 3.35 meters
 GZ3082_SLEEVE-DEPTH  : 0.61 meters
 GZ3082
 GZ3082  HISTORY     - Date     Condition        Report By
 GZ3082  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3082
 GZ3082                          STATION DESCRIPTION
 GZ3082
 GZ3082'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3082'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND
 GZ3082'BOSTON RD. GO EAST ON MAN-O-WAR FOR 0.20 MILES TO THE STATION ON THE
 GZ3082'RIGHT.9.00FT SOUTH OF EDGE OF SIDWALK. 27.00FT  NE OF RIGHT OF WAY FEN
 GZ3082'CORNER. 27.45FT EAST OF 2 INCH TREE. 24.50FT  WEST OF 2 INCH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3083 ***********************************************************************
 GZ3083  DESIGNATION -  LFUCG GPS STA 0059
 GZ3083  PID         -  GZ3083
 GZ3083  STATE/COUNTY-  KY/FAYETTE
 GZ3083  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ3083
 GZ3083                         *CURRENT SURVEY CONTROL
 GZ3083  ___________________________________________________________________
 GZ3083* NAD 83(1993)-  37 58 55.72708(N)    084 31 40.60305(W)     ADJUSTED  
 GZ3083* NAVD 88     -       306.77   (+/-2cm)    1006.5    (feet)  VERTCON   
 GZ3083  ___________________________________________________________________
 GZ3083  X           -     480,030.607 (meters)                     COMP
 GZ3083  Y           -  -5,010,924.664 (meters)                     COMP
 GZ3083  Z           -   3,904,050.631 (meters)                     COMP
 GZ3083  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 GZ3083  ELLIP HEIGHT-         273.70  (meters)          (12/20/95) GPS OBS
 GZ3083  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GZ3083
 GZ3083  HORZ ORDER  -  FIRST
 GZ3083  VERT ORDER  -  THIRD ? (See Below)
 GZ3083  ELLP ORDER  -  FOURTH    CLASS I
 GZ3083
 GZ3083.The horizontal coordinates were established by GPS observations
 GZ3083.and adjusted by the National Geodetic Survey in December 1995..
 GZ3083
 GZ3083.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3083.The vertical order pertains to the NGVD 29 superseded value.
 GZ3083
 GZ3083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3083
 GZ3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3083
 GZ3083.The ellipsoidal height was determined by GPS observations
 GZ3083.and is referenced to NAD 83.
 GZ3083
 GZ3083.The geoid height was determined by GEOID03.
 GZ3083
 GZ3083;                    North         East     Units Scale Factor Converg.
 GZ3083;SPC KY1Z     - 1,183,692.305 1,607,348.998   MT  0.99990664   +0 45 01.1
 GZ3083;SPC KY1Z     - 3,883,497.17  5,273,444.17   sFT  0.99990664   +0 45 01.1
 GZ3083;SPC KY N     -    53,553.430   475,581.557   MT  0.99999769   -0 10 22.4
 GZ3083;SPC KY N     -   175,699.88  1,560,303.82   sFT  0.99999769   -0 10 22.4
 GZ3083;UTM  16      - 4,206,717.525   717,108.903   MT  1.00018058   +1 31 19.0
 GZ3083
 GZ3083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3083!SPC KY1Z     -   0.99995705  x   0.99990664  =   0.99986370
 GZ3083!SPC KY N     -   0.99995705  x   0.99999769  =   0.99995474
 GZ3083!UTM  16      -   0.99995705  x   1.00018058  =   1.00013763
 GZ3083
 GZ3083                          SUPERSEDED SURVEY CONTROL
 GZ3083
 GZ3083  NAD 83(1986)-  37 58 55.73500(N)    084 31 40.60864(W) AD(       ) 1
 GZ3083  NGVD 29 (12/27/91)  306.92   (m)         1007.0    (f) LEVELING    3  
 GZ3083
 GZ3083.Superseded values are not recommended for survey control.
 GZ3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3083.See file dsdata.txt to determine how the superseded data were derived.
 GZ3083
 GZ3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1710906718(NAD 83)
 GZ3083_MARKER: I = METAL ROD
 GZ3083_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3083_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3083_STAMPING: 59
 GZ3083_MARK LOGO: LFUCG 
 GZ3083_PROJECTION: FLUSH
 GZ3083_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3083+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3083_ROD/PIPE-DEPTH: 4.75 meters
 GZ3083_SLEEVE-DEPTH  : 0.61 meters
 GZ3083
 GZ3083  HISTORY     - Date     Condition        Report By
 GZ3083  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3083
 GZ3083                          STATION DESCRIPTION
 GZ3083
 GZ3083'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3083'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND
 GZ3083'NICHOLASVILLE RD ( HWY 27 ). GO NORTH ON HWY 27 FOR 0.40 MILES TO THE
 GZ3083'STATION ON THE LEFT. 26.60FT WEST OF THE EDGE OF PAVEMENT. 11.00FT  SE
 GZ3083'OF A TELEPHONE MANHOLE. 7.50FT SE OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3084 ***********************************************************************
 GZ3084  DESIGNATION -  LFUCG GPS STA 0060
 GZ3084  PID         -  GZ3084
 GZ3084  STATE/COUNTY-  KY/FAYETTE
 GZ3084  USGS QUAD   -  COLETOWN (1993)
 GZ3084
 GZ3084                         *CURRENT SURVEY CONTROL
 GZ3084  ___________________________________________________________________
 GZ3084* NAD 83(1993)-  37 58 59.14986(N)    084 29 39.73346(W)     ADJUSTED  
 GZ3084* NAVD 88     -       294.16   (+/-2cm)     965.1    (feet)  VERTCON   
 GZ3084  ___________________________________________________________________
 GZ3084  X           -     482,959.707 (meters)                     COMP
 GZ3084  Y           -  -5,010,568.014 (meters)                     COMP
 GZ3084  Z           -   3,904,126.091 (meters)                     COMP
 GZ3084  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 GZ3084  ELLIP HEIGHT-         261.15  (meters)          (12/20/95) GPS OBS
 GZ3084  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GZ3084
 GZ3084  HORZ ORDER  -  FIRST
 GZ3084  VERT ORDER  -  THIRD ? (See Below)
 GZ3084  ELLP ORDER  -  FOURTH    CLASS I
 GZ3084
 GZ3084.The horizontal coordinates were established by GPS observations
 GZ3084.and adjusted by the National Geodetic Survey in December 1995..
 GZ3084
 GZ3084.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3084.The vertical order pertains to the NGVD 29 superseded value.
 GZ3084
 GZ3084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3084
 GZ3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3084
 GZ3084.The ellipsoidal height was determined by GPS observations
 GZ3084.and is referenced to NAD 83.
 GZ3084
 GZ3084.The geoid height was determined by GEOID03.
 GZ3084
 GZ3084;                    North         East     Units Scale Factor Converg.
 GZ3084;SPC KY1Z     - 1,183,836.970 1,610,296.722   MT  0.99990667   +0 46 15.3
 GZ3084;SPC KY1Z     - 3,883,971.79  5,283,115.16   sFT  0.99990667   +0 46 15.3
 GZ3084;SPC KY N     -    53,650.598   478,531.498   MT  0.99999755   -0 09 07.3
 GZ3084;SPC KY N     -   176,018.67  1,569,982.09   sFT  0.99999755   -0 09 07.3
 GZ3084;UTM  16      - 4,206,901.929   720,055.242   MT  1.00019645   +1 32 33.6
 GZ3084
 GZ3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3084!SPC KY1Z     -   0.99995902  x   0.99990667  =   0.99986570
 GZ3084!SPC KY N     -   0.99995902  x   0.99999755  =   0.99995657
 GZ3084!UTM  16      -   0.99995902  x   1.00019645  =   1.00015547
 GZ3084
 GZ3084:                Primary Azimuth Mark                     Grid Az
 GZ3084:SPC KY1Z     -  LFUCG GPS STA 0061                       090 07 50.3
 GZ3084:SPC KY N     -  LFUCG GPS STA 0061                       091 03 12.9
 GZ3084:UTM  16      -  LFUCG GPS STA 0061                       089 21 32.0
 GZ3084
 GZ3084|---------------------------------------------------------------------|
 GZ3084| PID    Reference Object                     Distance      Geod. Az  |
 GZ3084|                                                           dddmmss.s |
 GZ3084| GZ3085 LFUCG GPS STA 0061                  APPROX. 1.4 KM 0905405.6 |
 GZ3084| GZ3077 LFUCG GPS STA 0053                  APPROX. 0.9 KM 3550332.5 |
 GZ3084|---------------------------------------------------------------------|
 GZ3084
 GZ3084                          SUPERSEDED SURVEY CONTROL
 GZ3084
 GZ3084  NAD 83(1986)-  37 58 59.15772(N)    084 29 39.73906(W) AD(       ) 1
 GZ3084  NGVD 29 (12/27/91)  294.31   (m)          965.6    (f) LEVELING    3  
 GZ3084
 GZ3084.Superseded values are not recommended for survey control.
 GZ3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3084.See file dsdata.txt to determine how the superseded data were derived.
 GZ3084
 GZ3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2005506902(NAD 83)
 GZ3084_MARKER: I = METAL ROD
 GZ3084_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3084_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3084_STAMPING: 60
 GZ3084_MARK LOGO: LFUCG 
 GZ3084_PROJECTION: FLUSH
 GZ3084_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3084+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3084_ROD/PIPE-DEPTH: 2.20 meters
 GZ3084_SLEEVE-DEPTH  : 0.61 meters
 GZ3084
 GZ3084  HISTORY     - Date     Condition        Report By
 GZ3084  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3084
 GZ3084                          STATION DESCRIPTION
 GZ3084
 GZ3084'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3084'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND TATES
 GZ3084'CREEK RD ( HWY 1974 ). GO NORTH ON HWY 1974 FOR 1.0 MILES TO THE
 GZ3084'STATION ON THE RIGHT. STATION IS AT THE NE CORNER OF THE INTERSECTION
 GZ3084'OF HWY 1974 AND ARMSTRONG MILL RD. 34.25FT NORTH OF A POWER POLE.
 GZ3084'33.35FT EAST OF THE EDGE OF PAVEMENT. 21.40 NE OF A GAS MARKER.STATION
 GZ3084'IS ON PROPERTY OF CHAPEL HILL PRESBYTERIAN CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3085 ***********************************************************************
 GZ3085  DESIGNATION -  LFUCG GPS STA 0061
 GZ3085  PID         -  GZ3085
 GZ3085  STATE/COUNTY-  KY/FAYETTE
 GZ3085  USGS QUAD   -  COLETOWN (1993)
 GZ3085
 GZ3085                         *CURRENT SURVEY CONTROL
 GZ3085  ___________________________________________________________________
 GZ3085* NAD 83(1993)-  37 58 58.44062(N)    084 28 43.09468(W)     ADJUSTED  
 GZ3085* NAVD 88     -       304.1    (meters)     998.     (feet)  VERTCON   
 GZ3085  ___________________________________________________________________
 GZ3085  X           -     484,337.609 (meters)                     COMP
 GZ3085  Y           -  -5,010,456.473 (meters)                     COMP
 GZ3085  Z           -   3,904,115.027 (meters)                     COMP
 GZ3085  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 GZ3085  ELLIP HEIGHT-         271.18  (meters)          (12/20/95) GPS OBS
 GZ3085  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GZ3085
 GZ3085  HORZ ORDER  -  FIRST
 GZ3085  ELLP ORDER  -  FOURTH    CLASS I
 GZ3085
 GZ3085.The horizontal coordinates were established by GPS observations
 GZ3085.and adjusted by the National Geodetic Survey in December 1995..
 GZ3085
 GZ3085.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3085
 GZ3085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3085
 GZ3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3085
 GZ3085.The ellipsoidal height was determined by GPS observations
 GZ3085.and is referenced to NAD 83.
 GZ3085
 GZ3085.The geoid height was determined by GEOID03.
 GZ3085
 GZ3085;                    North         East     Units Scale Factor Converg.
 GZ3085;SPC KY1Z     - 1,183,833.818 1,611,678.949   MT  0.99990666   +0 46 50.0
 GZ3085;SPC KY1Z     - 3,883,961.45  5,287,650.02   sFT  0.99990666   +0 46 50.0
 GZ3085;SPC KY N     -    53,625.182   479,913.621   MT  0.99999758   -0 08 32.0
 GZ3085;SPC KY N     -   175,935.28  1,574,516.60   sFT  0.99999758   -0 08 32.0
 GZ3085;UTM  16      - 4,206,917.400   721,437.792   MT  1.00020397   +1 33 08.4
 GZ3085
 GZ3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3085!SPC KY1Z     -   0.99995745  x   0.99990666  =   0.99986411
 GZ3085!SPC KY N     -   0.99995745  x   0.99999758  =   0.99995503
 GZ3085!UTM  16      -   0.99995745  x   1.00020397  =   1.00016141
 GZ3085
 GZ3085:                Primary Azimuth Mark                     Grid Az
 GZ3085:SPC KY1Z     -  LFUCG GPS STA 0062                       118 58 34.0
 GZ3085:SPC KY N     -  LFUCG GPS STA 0062                       119 53 56.0
 GZ3085:UTM  16      -  LFUCG GPS STA 0062                       118 12 15.6
 GZ3085
 GZ3085|---------------------------------------------------------------------|
 GZ3085| PID    Reference Object                     Distance      Geod. Az  |
 GZ3085|                                                           dddmmss.s |
 GZ3085| GZ3086 LFUCG GPS STA 0062                  APPROX. 1.4 KM 1194524.0 |
 GZ3085| GZ3084 LFUCG GPS STA 0060                  APPROX. 1.4 KM 2705440.5 |
 GZ3085|---------------------------------------------------------------------|
 GZ3085
 GZ3085                          SUPERSEDED SURVEY CONTROL
 GZ3085
 GZ3085  NAD 83(1986)-  37 58 58.44849(N)    084 28 43.10018(W) AD(       ) 1
 GZ3085  NGVD 29 (12/27/91)  304.3    (m)          998.     (f) GPS OBS        
 GZ3085
 GZ3085.Superseded values are not recommended for survey control.
 GZ3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3085.See file dsdata.txt to determine how the superseded data were derived.
 GZ3085
 GZ3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2143806917(NAD 83)
 GZ3085_MARKER: I = METAL ROD
 GZ3085_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3085_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3085_STAMPING: 61
 GZ3085_MARK LOGO: LFUCG 
 GZ3085_PROJECTION: FLUSH
 GZ3085_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3085+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3085_ROD/PIPE-DEPTH: 4.26 meters
 GZ3085_SLEEVE-DEPTH  : 0.61 meters
 GZ3085
 GZ3085  HISTORY     - Date     Condition        Report By
 GZ3085  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3085
 GZ3085                          STATION DESCRIPTION
 GZ3085
 GZ3085'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3085'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 GZ3085'AND TATES CREEK RD ( HWY 1974 ).GO SOUTH ON 1974 FOR 0.30 MILES TO
 GZ3085'THE INTERSECTION OF HWY 1974 AND GAINESWAY DR. GO EAST ON GAINESWAY
 GZ3085'FOR 0.75 MILES TO THE INTERSECTION OF GAINESWAY DR AND GREENTREE
 GZ3085'RD.GO SOUTH ON GREENTREE TO THE INTERSECTION OF GREENTREE AND CENTER
 GZ3085'PKY.GO EAST ON CENTER PKY FOR 0.45 MILES TO THE STATION AT THE
 GZ3085'BASEBALL FIELD BEHIND TATES CREEK HIGH SCHOOL.STATION IS AT THE BABE
 GZ3085'RUTH FIELD. 4.50FT WEST OF THE RIGHT FIELD FENCE LINE. 19.20FT NORTH O
 GZ3085'FENCE CORNER AT RIGHT FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3086 ***********************************************************************
 GZ3086  DESIGNATION -  LFUCG GPS STA 0062
 GZ3086  PID         -  GZ3086
 GZ3086  STATE/COUNTY-  KY/FAYETTE
 GZ3086  USGS QUAD   -  COLETOWN (1993)
 GZ3086
 GZ3086                         *CURRENT SURVEY CONTROL
 GZ3086  ___________________________________________________________________
 GZ3086* NAD 83(1993)-  37 58 35.25809(N)    084 27 51.87375(W)     ADJUSTED  
 GZ3086* NAVD 88     -       313.43   (+/-2cm)    1028.3    (feet)  VERTCON   
 GZ3086  ___________________________________________________________________
 GZ3086  X           -     485,624.964 (meters)                     COMP
 GZ3086  Y           -  -5,010,781.196 (meters)                     COMP
 GZ3086  Z           -   3,903,557.348 (meters)                     COMP
 GZ3086  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 GZ3086  ELLIP HEIGHT-         280.52  (meters)          (12/20/95) GPS OBS
 GZ3086  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GZ3086
 GZ3086  HORZ ORDER  -  FIRST
 GZ3086  VERT ORDER  -  THIRD ? (See Below)
 GZ3086  ELLP ORDER  -  FOURTH    CLASS I
 GZ3086
 GZ3086.The horizontal coordinates were established by GPS observations
 GZ3086.and adjusted by the National Geodetic Survey in December 1995..
 GZ3086
 GZ3086.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3086.The vertical order pertains to the NGVD 29 superseded value.
 GZ3086
 GZ3086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3086
 GZ3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3086
 GZ3086.The ellipsoidal height was determined by GPS observations
 GZ3086.and is referenced to NAD 83.
 GZ3086
 GZ3086.The geoid height was determined by GEOID03.
 GZ3086
 GZ3086;                    North         East     Units Scale Factor Converg.
 GZ3086;SPC KY1Z     - 1,183,136.305 1,612,938.534   MT  0.99990646   +0 47 21.5
 GZ3086;SPC KY1Z     - 3,881,673.03  5,291,782.51   sFT  0.99990646   +0 47 21.5
 GZ3086;SPC KY N     -    52,907.409   481,161.924   MT  0.99999853   -0 08 00.2
 GZ3086;SPC KY N     -   173,580.39  1,578,612.08   sFT  0.99999853   -0 08 00.2
 GZ3086;UTM  16      - 4,206,236.709   722,707.038   MT  1.00021091   +1 33 39.2
 GZ3086
 GZ3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3086!SPC KY1Z     -   0.99995598  x   0.99990646  =   0.99986245
 GZ3086!SPC KY N     -   0.99995598  x   0.99999853  =   0.99995451
 GZ3086!UTM  16      -   0.99995598  x   1.00021091  =   1.00016688
 GZ3086
 GZ3086:                Primary Azimuth Mark                     Grid Az
 GZ3086:SPC KY1Z     -  LFUCG GPS STA 0061                       298 58 34.0
 GZ3086:SPC KY N     -  LFUCG GPS STA 0061                       299 53 55.7
 GZ3086:UTM  16      -  LFUCG GPS STA 0061                       298 12 16.3
 GZ3086
 GZ3086|---------------------------------------------------------------------|
 GZ3086| PID    Reference Object                     Distance      Geod. Az  |
 GZ3086|                                                           dddmmss.s |
 GZ3086| GZ3085 LFUCG GPS STA 0061                  APPROX. 1.4 KM 2994555.5 |
 GZ3086|---------------------------------------------------------------------|
 GZ3086
 GZ3086                          SUPERSEDED SURVEY CONTROL
 GZ3086
 GZ3086  NAD 83(1986)-  37 58 35.26595(N)    084 27 51.87925(W) AD(       ) 1
 GZ3086  NGVD 29 (12/27/91)  313.58   (m)         1028.8    (f) LEVELING    3  
 GZ3086
 GZ3086.Superseded values are not recommended for survey control.
 GZ3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3086.See file dsdata.txt to determine how the superseded data were derived.
 GZ3086
 GZ3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2270706237(NAD 83)
 GZ3086_MARKER: I = METAL ROD
 GZ3086_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3086_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3086_STAMPING: 62
 GZ3086_MARK LOGO: LFUCG 
 GZ3086_PROJECTION: FLUSH
 GZ3086_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3086+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3086_ROD/PIPE-DEPTH: 2.13 meters
 GZ3086_SLEEVE-DEPTH  : 0.61 meters
 GZ3086
 GZ3086  HISTORY     - Date     Condition        Report By
 GZ3086  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3086
 GZ3086                          STATION DESCRIPTION
 GZ3086
 GZ3086'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3086'AT LEXINGTON,STATION IS AT THE NORTHSIDE OF THE INTERSECTION OF
 GZ3086'MAN-O-WAR BLVD AND BUCKHORN DR. 4.90FT NW OF RIGHT OF WAY FENCE.
 GZ3086'15.20FT SE OF A LIGHT POLE. 31.40FT  NE OF OF CONER OF RIGHT OF WAY
 GZ3086'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3087 ***********************************************************************
 GZ3087  DESIGNATION -  LFUCG GPS STA 0063
 GZ3087  PID         -  GZ3087
 GZ3087  STATE/COUNTY-  KY/FAYETTE
 GZ3087  USGS QUAD   -  COLETOWN (1993)
 GZ3087
 GZ3087                         *CURRENT SURVEY CONTROL
 GZ3087  ___________________________________________________________________
 GZ3087* NAD 83(1993)-  37 57 57.01474(N)    084 28 00.20831(W)     ADJUSTED  
 GZ3087* NAVD 88     -       303.0    (meters)     994.     (feet)  VERTCON   
 GZ3087  ___________________________________________________________________
 GZ3087  X           -     485,491.659 (meters)                     COMP
 GZ3087  Y           -  -5,011,514.788 (meters)                     COMP
 GZ3087  Z           -   3,902,621.385 (meters)                     COMP
 GZ3087  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 GZ3087  ELLIP HEIGHT-         270.13  (meters)          (12/20/95) GPS OBS
 GZ3087  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GZ3087
 GZ3087  HORZ ORDER  -  FIRST
 GZ3087  ELLP ORDER  -  FOURTH    CLASS I
 GZ3087
 GZ3087.The horizontal coordinates were established by GPS observations
 GZ3087.and adjusted by the National Geodetic Survey in December 1995..
 GZ3087
 GZ3087.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3087
 GZ3087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3087
 GZ3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3087
 GZ3087.The ellipsoidal height was determined by GPS observations
 GZ3087.and is referenced to NAD 83.
 GZ3087
 GZ3087.The geoid height was determined by GEOID03.
 GZ3087
 GZ3087;                    North         East     Units Scale Factor Converg.
 GZ3087;SPC KY1Z     - 1,181,954.601 1,612,751.374   MT  0.99990615   +0 47 16.4
 GZ3087;SPC KY1Z     - 3,877,796.05  5,291,168.47   sFT  0.99990615   +0 47 16.4
 GZ3087;SPC KY N     -    51,728.763   480,955.739   MT  1.00000013   -0 08 05.3
 GZ3087;SPC KY N     -   169,713.45  1,577,935.62   sFT  1.00000013   -0 08 05.3
 GZ3087;UTM  16      - 4,205,052.233   722,535.752   MT  1.00020997   +1 33 32.7
 GZ3087
 GZ3087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3087!SPC KY1Z     -   0.99995761  x   0.99990615  =   0.99986377
 GZ3087!SPC KY N     -   0.99995761  x   1.00000013  =   0.99995774
 GZ3087!UTM  16      -   0.99995761  x   1.00020997  =   1.00016758
 GZ3087
 GZ3087:                Primary Azimuth Mark                     Grid Az
 GZ3087:SPC KY1Z     -  LFUCG GPS STA 0062                       008 59 59.4
 GZ3087:SPC KY N     -  LFUCG GPS STA 0062                       009 55 21.1
 GZ3087:UTM  16      -  LFUCG GPS STA 0062                       008 13 43.1
 GZ3087
 GZ3087|---------------------------------------------------------------------|
 GZ3087| PID    Reference Object                     Distance      Geod. Az  |
 GZ3087|                                                           dddmmss.s |
 GZ3087| GZ3086 LFUCG GPS STA 0062                  APPROX. 1.2 KM 0094715.8 |
 GZ3087|---------------------------------------------------------------------|
 GZ3087
 GZ3087                          SUPERSEDED SURVEY CONTROL
 GZ3087
 GZ3087  NAD 83(1986)-  37 57 57.02259(N)    084 28 00.21381(W) AD(       ) 1
 GZ3087  NGVD 29 (12/27/91)  303.2    (m)          995.     (f) GPS OBS        
 GZ3087
 GZ3087.Superseded values are not recommended for survey control.
 GZ3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3087.See file dsdata.txt to determine how the superseded data were derived.
 GZ3087
 GZ3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2253605052(NAD 83)
 GZ3087_MARKER: I = METAL ROD
 GZ3087_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3087_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3087_STAMPING: 63
 GZ3087_MARK LOGO: LFUCG 
 GZ3087_PROJECTION: FLUSH
 GZ3087_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3087+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3087_ROD/PIPE-DEPTH: 4.26 meters
 GZ3087_SLEEVE-DEPTH  : 0.61 meters
 GZ3087
 GZ3087  HISTORY     - Date     Condition        Report By
 GZ3087  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3087
 GZ3087                          STATION DESCRIPTION
 GZ3087
 GZ3087'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3087'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND
 GZ3087'ARMSTRONG MILL RD.GO SE ON ARMSTRONG MILL RD FOR 0.60 MILES TO THE
 GZ3087'STATION ON THE LEFT. STATION IS AT THE NW CORNER OF THE INTERSECTION
 GZ3087'OF ARMSTRONG MILL RD AND KENESAW DR. 10.00FT WEST OF CURB LINE. 8.60FT
 GZ3087'SW OF FIRE HYDRANT.14.1FT NE OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3088 ***********************************************************************
 GZ3088  DESIGNATION -  LFUCG GPS STA 0064
 GZ3088  PID         -  GZ3088
 GZ3088  STATE/COUNTY-  KY/FAYETTE
 GZ3088  USGS QUAD   -  COLETOWN (1993)
 GZ3088
 GZ3088                         *CURRENT SURVEY CONTROL
 GZ3088  ___________________________________________________________________
 GZ3088* NAD 83(1993)-  37 57 54.21783(N)    084 28 53.22510(W)     ADJUSTED  
 GZ3088* NAVD 88     -       309.85   (+/-2cm)    1016.6    (feet)  VERTCON   
 GZ3088  ___________________________________________________________________
 GZ3088  X           -     484,209.138 (meters)                     COMP
 GZ3088  Y           -  -5,011,697.560 (meters)                     COMP
 GZ3088  Z           -   3,902,557.586 (meters)                     COMP
 GZ3088  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 GZ3088  ELLIP HEIGHT-         276.94  (meters)          (12/20/95) GPS OBS
 GZ3088  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GZ3088
 GZ3088  HORZ ORDER  -  FIRST
 GZ3088  VERT ORDER  -  THIRD ? (See Below)
 GZ3088  ELLP ORDER  -  FOURTH    CLASS I
 GZ3088
 GZ3088.The horizontal coordinates were established by GPS observations
 GZ3088.and adjusted by the National Geodetic Survey in December 1995..
 GZ3088
 GZ3088.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3088.The vertical order pertains to the NGVD 29 superseded value.
 GZ3088
 GZ3088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3088
 GZ3088.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3088
 GZ3088.The ellipsoidal height was determined by GPS observations
 GZ3088.and is referenced to NAD 83.
 GZ3088
 GZ3088.The geoid height was determined by GEOID03.
 GZ3088
 GZ3088;                    North         East     Units Scale Factor Converg.
 GZ3088;SPC KY1Z     - 1,181,850.691 1,611,458.690   MT  0.99990613   +0 46 43.8
 GZ3088;SPC KY1Z     - 3,877,455.14  5,286,927.39   sFT  0.99990613   +0 46 43.8
 GZ3088;SPC KY N     -    51,645.676   479,661.428   MT  1.00000024   -0 08 38.3
 GZ3088;SPC KY N     -   169,440.86  1,573,689.20   sFT  1.00000024   -0 08 38.3
 GZ3088;UTM  16      - 4,204,930.897   721,244.196   MT  1.00020291   +1 32 60.0
 GZ3088
 GZ3088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3088!SPC KY1Z     -   0.99995655  x   0.99990613  =   0.99986268
 GZ3088!SPC KY N     -   0.99995655  x   1.00000024  =   0.99995679
 GZ3088!UTM  16      -   0.99995655  x   1.00020291  =   1.00015945
 GZ3088
 GZ3088:                Primary Azimuth Mark                     Grid Az
 GZ3088:SPC KY1Z     -  LFUCG GPS STA 0069                       226 54 52.7
 GZ3088:SPC KY N     -  LFUCG GPS STA 0069                       227 50 14.8
 GZ3088:UTM  16      -  LFUCG GPS STA 0069                       226 08 36.5
 GZ3088
 GZ3088|---------------------------------------------------------------------|
 GZ3088| PID    Reference Object                     Distance      Geod. Az  |
 GZ3088|                                                           dddmmss.s |
 GZ3088| GZ3093 LFUCG GPS STA 0069                  APPROX. 1.2 KM 2274136.5 |
 GZ3088|---------------------------------------------------------------------|
 GZ3088
 GZ3088                          SUPERSEDED SURVEY CONTROL
 GZ3088
 GZ3088  NAD 83(1986)-  37 57 54.22571(N)    084 28 53.23061(W) AD(       ) 1
 GZ3088  NGVD 29 (12/27/91)  310.00   (m)         1017.1    (f) LEVELING    3  
 GZ3088
 GZ3088.Superseded values are not recommended for survey control.
 GZ3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3088.See file dsdata.txt to determine how the superseded data were derived.
 GZ3088
 GZ3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2124404931(NAD 83)
 GZ3088_MARKER: I = METAL ROD
 GZ3088_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3088_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3088_STAMPING: 64
 GZ3088_MARK LOGO: LFUCG 
 GZ3088_PROJECTION: FLUSH
 GZ3088_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3088+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3088_ROD/PIPE-DEPTH: 2.13 meters
 GZ3088_SLEEVE-DEPTH  : 0.61 meters
 GZ3088
 GZ3088  HISTORY     - Date     Condition        Report By
 GZ3088  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3088
 GZ3088                          STATION DESCRIPTION
 GZ3088
 GZ3088'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3088'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND TATES
 GZ3088'CREEK RD ( HWY 1974 ). GO EAST ON MAN-O-WAR BLVD FOR 1.0 MILES TATION
 GZ3088'TO THE STATION ON THE LEFT. STATION IS ON TOP OF CUT JUST EAST OF
 GZ3088'RAPID RUN DR ON THE NORTHSIDE OF MAN-O-WAR BLVD. 62.40FT NW OF A LIGHT
 GZ3088'POLE. 30.00FT SW OF RIGHT OF WAY FENCE AT PROPERTY LINE EAST. 84.15FT
 GZ3088'SE OF RIGHT OF WAY FENCE AT PROPERTY LINE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3089 ***********************************************************************
 GZ3089  DESIGNATION -  LFUCG GPS STA 0065
 GZ3089  PID         -  GZ3089
 GZ3089  STATE/COUNTY-  KY/FAYETTE
 GZ3089  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ3089
 GZ3089                         *CURRENT SURVEY CONTROL
 GZ3089  ___________________________________________________________________
 GZ3089* NAD 83(1993)-  37 58 03.81749(N)    084 30 15.38578(W)     ADJUSTED  
 GZ3089* NAVD 88     -       278.30   (+/-2cm)     913.1    (feet)  VERTCON   
 GZ3089  ___________________________________________________________________
 GZ3089  X           -     482,192.982 (meters)                     COMP
 GZ3089  Y           -  -5,011,683.966 (meters)                     COMP
 GZ3089  Z           -   3,902,771.484 (meters)                     COMP
 GZ3089  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 GZ3089  ELLIP HEIGHT-         245.32  (meters)          (12/20/95) GPS OBS
 GZ3089  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GZ3089
 GZ3089  HORZ ORDER  -  FIRST
 GZ3089  VERT ORDER  -  THIRD ? (See Below)
 GZ3089  ELLP ORDER  -  FOURTH    CLASS I
 GZ3089
 GZ3089.The horizontal coordinates were established by GPS observations
 GZ3089.and adjusted by the National Geodetic Survey in December 1995..
 GZ3089
 GZ3089.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3089.The vertical order pertains to the NGVD 29 superseded value.
 GZ3089
 GZ3089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3089
 GZ3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3089
 GZ3089.The ellipsoidal height was determined by GPS observations
 GZ3089.and is referenced to NAD 83.
 GZ3089
 GZ3089.The geoid height was determined by GEOID03.
 GZ3089
 GZ3089;                    North         East     Units Scale Factor Converg.
 GZ3089;SPC KY1Z     - 1,182,119.603 1,609,449.611   MT  0.99990621   +0 45 53.4
 GZ3089;SPC KY1Z     - 3,878,337.40  5,280,335.93   sFT  0.99990621   +0 45 53.4
 GZ3089;SPC KY N     -    51,946.942   477,656.752   MT  0.99999984   -0 09 29.4
 GZ3089;SPC KY N     -   170,429.26  1,567,112.19   sFT  0.99999984   -0 09 29.4
 GZ3089;UTM  16      - 4,205,172.814   719,231.093   MT  1.00019199   +1 32 09.7
 GZ3089
 GZ3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3089!SPC KY1Z     -   0.99996151  x   0.99990621  =   0.99986772
 GZ3089!SPC KY N     -   0.99996151  x   0.99999984  =   0.99996135
 GZ3089!UTM  16      -   0.99996151  x   1.00019199  =   1.00015349
 GZ3089
 GZ3089:                Primary Azimuth Mark                     Grid Az
 GZ3089:SPC KY1Z     -  LFUCG GPS STA 0069                       132 11 27.9
 GZ3089:SPC KY N     -  LFUCG GPS STA 0069                       133 06 50.7
 GZ3089:UTM  16      -  LFUCG GPS STA 0069                       131 25 11.6
 GZ3089
 GZ3089|---------------------------------------------------------------------|
 GZ3089| PID    Reference Object                     Distance      Geod. Az  |
 GZ3089|                                                           dddmmss.s |
 GZ3089| GZ3093 LFUCG GPS STA 0069                  APPROX. 1.6 KM 1325721.3 |
 GZ3089|---------------------------------------------------------------------|
 GZ3089
 GZ3089                          SUPERSEDED SURVEY CONTROL
 GZ3089
 GZ3089  NAD 83(1986)-  37 58 03.82546(N)    084 30 15.39138(W) AD(       ) 1
 GZ3089  NGVD 29 (12/27/91)  278.45   (m)          913.5    (f) LEVELING    3  
 GZ3089
 GZ3089.Superseded values are not recommended for survey control.
 GZ3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3089.See file dsdata.txt to determine how the superseded data were derived.
 GZ3089
 GZ3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1923105173(NAD 83)
 GZ3089_MARKER: I = METAL ROD
 GZ3089_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3089_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3089_STAMPING: 65
 GZ3089_MARK LOGO: LFUCG 
 GZ3089_PROJECTION: FLUSH
 GZ3089_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3089+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3089_ROD/PIPE-DEPTH: 1.98 meters
 GZ3089_SLEEVE-DEPTH  : 0.61 meters
 GZ3089
 GZ3089  HISTORY     - Date     Condition        Report By
 GZ3089  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3089
 GZ3089                          STATION DESCRIPTION
 GZ3089
 GZ3089'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3089'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND TATES
 GZ3089'CREEK RD ( HWY 1974 ). GO WEST ON MAN-O-WAR BLVD FOR 0.45 MILES TO
 GZ3089'STATION ON THE LEFT. STATION IS AT THE SW CORNER OF BRIDGE OVER WEST
 GZ3089'HICKMAN CREEK.5.80FT SOUTH OF THE SOUTH EDGE OF SIDEWALK. 3.90FT NORTH
 GZ3089'OF THE RIGHT OF WAY FENCE. 22.50FT SW OF RIGHT OF WAY FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3090 ***********************************************************************
 GZ3090  DESIGNATION -  LFUCG GPS STA 0066
 GZ3090  PID         -  GZ3090
 GZ3090  STATE/COUNTY-  KY/FAYETTE
 GZ3090  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ3090
 GZ3090                         *CURRENT SURVEY CONTROL
 GZ3090  ___________________________________________________________________
 GZ3090* NAD 83(1993)-  37 58 26.61443(N)    084 31 27.60039(W)     ADJUSTED  
 GZ3090* NAVD 88     -       305.63   (+/-2cm)    1002.7    (feet)  VERTCON   
 GZ3090  ___________________________________________________________________
 GZ3090  X           -     480,399.112 (meters)                     COMP
 GZ3090  Y           -  -5,011,443.355 (meters)                     COMP
 GZ3090  Z           -   3,903,342.363 (meters)                     COMP
 GZ3090  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 GZ3090  ELLIP HEIGHT-         272.56  (meters)          (12/20/95) GPS OBS
 GZ3090  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GZ3090
 GZ3090  HORZ ORDER  -  FIRST
 GZ3090  VERT ORDER  -  THIRD ? (See Below)
 GZ3090  ELLP ORDER  -  FOURTH    CLASS I
 GZ3090
 GZ3090.The horizontal coordinates were established by GPS observations
 GZ3090.and adjusted by the National Geodetic Survey in December 1995..
 GZ3090
 GZ3090.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3090.The vertical order pertains to the NGVD 29 superseded value.
 GZ3090
 GZ3090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3090
 GZ3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3090
 GZ3090.The ellipsoidal height was determined by GPS observations
 GZ3090.and is referenced to NAD 83.
 GZ3090
 GZ3090.The geoid height was determined by GEOID03.
 GZ3090
 GZ3090;                    North         East     Units Scale Factor Converg.
 GZ3090;SPC KY1Z     - 1,182,799.019 1,607,678.043   MT  0.99990639   +0 45 09.0
 GZ3090;SPC KY1Z     - 3,880,566.45  5,274,523.71   sFT  0.99990639   +0 45 09.0
 GZ3090;SPC KY N     -    52,654.876   475,896.196   MT  0.99999889   -0 10 14.4
 GZ3090;SPC KY N     -   172,751.87  1,561,336.10   sFT  0.99999889   -0 10 14.4
 GZ3090;UTM  16      - 4,205,828.506   717,450.040   MT  1.00018241   +1 31 26.0
 GZ3090
 GZ3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3090!SPC KY1Z     -   0.99995723  x   0.99990639  =   0.99986363
 GZ3090!SPC KY N     -   0.99995723  x   0.99999889  =   0.99995612
 GZ3090!UTM  16      -   0.99995723  x   1.00018241  =   1.00013964
 GZ3090
 GZ3090:                Primary Azimuth Mark                     Grid Az
 GZ3090:SPC KY1Z     -  LFUCG GPS STA 0068                       171 06 01.4
 GZ3090:SPC KY N     -  LFUCG GPS STA 0068                       172 01 24.8
 GZ3090:UTM  16      -  LFUCG GPS STA 0068                       170 19 44.4
 GZ3090
 GZ3090|---------------------------------------------------------------------|
 GZ3090| PID    Reference Object                     Distance      Geod. Az  |
 GZ3090|                                                           dddmmss.s |
 GZ3090| GZ3092 LFUCG GPS STA 0068                  APPROX. 1.8 KM 1715110.4 |
 GZ3090|---------------------------------------------------------------------|
 GZ3090
 GZ3090                          SUPERSEDED SURVEY CONTROL
 GZ3090
 GZ3090  NAD 83(1986)-  37 58 26.62244(N)    084 31 27.60607(W) AD(       ) 1
 GZ3090  NGVD 29 (10/12/93)  305.78   (m)         1003.2    (f) LEVELING    3  
 GZ3090
 GZ3090.Superseded values are not recommended for survey control.
 GZ3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3090.See file dsdata.txt to determine how the superseded data were derived.
 GZ3090
 GZ3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1745005829(NAD 83)
 GZ3090_MARKER: I = METAL ROD
 GZ3090_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GZ3090+WITH SETTING: INFORMATION.
 GZ3090_SP_SET: STAINLESS STEEL ROD
 GZ3090_STAMPING: 0066
 GZ3090_MARK LOGO: LFUCG 
 GZ3090_PROJECTION: FLUSH
 GZ3090_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ3090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3090+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 GZ3090_ROD/PIPE-DEPTH: 1.52 meters
 GZ3090_SLEEVE-DEPTH  : 0.61 meters
 GZ3090
 GZ3090  HISTORY     - Date     Condition        Report By
 GZ3090  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3090  HISTORY     - 19900601 GOOD             GRWAS
 GZ3090  HISTORY     - 19910826 GOOD
 GZ3090  HISTORY     - 19920715 GOOD             GRWAS
 GZ3090
 GZ3090                          STATION DESCRIPTION
 GZ3090
 GZ3090'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3090'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND
 GZ3090'NICHOLASVILLE RD ( HWY 27 ). GO EAST ON MAN-O-WAR BLVD FOR 0.40 MILES
 GZ3090'TO STATION ON THE LEFT. STATION IS IN THE GRASS MEDIAN. 2.90FT NORTH
 GZ3090'OF THE SOUTH CURB LINE. 2.50FT SOUTH OF THE NORTH CURB LINE.
 GZ3090
 GZ3090                          STATION RECOVERY (1990)
 GZ3090
 GZ3090'RECOVERY NOTE BY GRW AERIAL SURVEY 1990
 GZ3090'RECOVERED IN GOOD CONDITION.
 GZ3090
 GZ3090                          STATION RECOVERY (1991)
 GZ3090
 GZ3090'RECOVERED 1991
 GZ3090'RECOVERED IN GOOD CONDITION.
 GZ3090
 GZ3090                          STATION RECOVERY (1992)
 GZ3090
 GZ3090'RECOVERY NOTE BY GRW AERIAL SURVEY 1992 (BZ)
 GZ3090'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3091 ***********************************************************************
 GZ3091  DESIGNATION -  LFUCG GPS STA 0067
 GZ3091  PID         -  GZ3091
 GZ3091  STATE/COUNTY-  KY/FAYETTE
 GZ3091  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ3091
 GZ3091                         *CURRENT SURVEY CONTROL
 GZ3091  ___________________________________________________________________
 GZ3091* NAD 83(1993)-  37 57 44.11947(N)    084 32 08.59860(W)     ADJUSTED  
 GZ3091* NAVD 88     -       304.7    (meters)    1000.     (feet)  VERTCON   
 GZ3091  ___________________________________________________________________
 GZ3091  X           -     479,479.694 (meters)                     COMP
 GZ3091  Y           -  -5,012,340.442 (meters)                     COMP
 GZ3091  Z           -   3,902,308.824 (meters)                     COMP
 GZ3091  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 GZ3091  ELLIP HEIGHT-         271.61  (meters)          (12/20/95) GPS OBS
 GZ3091  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GZ3091
 GZ3091  HORZ ORDER  -  FIRST
 GZ3091  ELLP ORDER  -  FOURTH    CLASS I
 GZ3091
 GZ3091.The horizontal coordinates were established by GPS observations
 GZ3091.and adjusted by the National Geodetic Survey in December 1995..
 GZ3091
 GZ3091.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3091
 GZ3091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3091
 GZ3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3091
 GZ3091.The ellipsoidal height was determined by GPS observations
 GZ3091.and is referenced to NAD 83.
 GZ3091
 GZ3091.The geoid height was determined by GEOID03.
 GZ3091
 GZ3091;                    North         East     Units Scale Factor Converg.
 GZ3091;SPC KY1Z     - 1,181,475.961 1,606,694.646   MT  0.99990606   +0 44 43.9
 GZ3091;SPC KY1Z     - 3,876,225.72  5,271,297.35   sFT  0.99990606   +0 44 43.9
 GZ3091;SPC KY N     -    51,347.712   474,891.515   MT  1.00000067   -0 10 39.9
 GZ3091;SPC KY N     -   168,463.29  1,558,039.91   sFT  1.00000067   -0 10 39.9
 GZ3091;UTM  16      - 4,204,491.967   716,484.274   MT  1.00017725   +1 30 59.3
 GZ3091
 GZ3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3091!SPC KY1Z     -   0.99995738  x   0.99990606  =   0.99986345
 GZ3091!SPC KY N     -   0.99995738  x   1.00000067  =   0.99995805
 GZ3091!UTM  16      -   0.99995738  x   1.00017725  =   1.00013462
 GZ3091
 GZ3091:                Primary Azimuth Mark                     Grid Az
 GZ3091:SPC KY1Z     -  LFUCG GPS STA 0068                       108 58 43.5
 GZ3091:SPC KY N     -  LFUCG GPS STA 0068                       109 54 07.3
 GZ3091:UTM  16      -  LFUCG GPS STA 0068                       108 12 28.1
 GZ3091
 GZ3091|---------------------------------------------------------------------|
 GZ3091| PID    Reference Object                     Distance      Geod. Az  |
 GZ3091|                                                           dddmmss.s |
 GZ3091| GZ3092 LFUCG GPS STA 0068                  APPROX. 1.3 KM 1094327.4 |
 GZ3091|---------------------------------------------------------------------|
 GZ3091
 GZ3091                          SUPERSEDED SURVEY CONTROL
 GZ3091
 GZ3091  NAD 83(1986)-  37 57 44.12744(N)    084 32 08.60419(W) AD(       ) 1
 GZ3091  NGVD 29 (12/27/91)  304.8    (m)         1000.     (f) GPS OBS        
 GZ3091
 GZ3091.Superseded values are not recommended for survey control.
 GZ3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3091.See file dsdata.txt to determine how the superseded data were derived.
 GZ3091
 GZ3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1648404492(NAD 83)
 GZ3091_MARKER: I = METAL ROD
 GZ3091_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3091_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3091_STAMPING: 67
 GZ3091_MARK LOGO: LFUCG 
 GZ3091_PROJECTION: FLUSH
 GZ3091_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3091+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3091_ROD/PIPE-DEPTH: 2.74 meters
 GZ3091_SLEEVE-DEPTH  : 0.61 meters
 GZ3091
 GZ3091  HISTORY     - Date     Condition        Report By
 GZ3091  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3091
 GZ3091                          STATION DESCRIPTION
 GZ3091
 GZ3091'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3091'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND
 GZ3091'NICHOLASVILLE RD ( HWY 27 ). GO SOUTH ON HWY 27 FOR 0.95 MILES TO THE
 GZ3091'STATION ON THE LEFT. STATION IS AT THE EAST RIGHT OF WAY FENCE LINE.
 GZ3091'2.50FT WEST OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3092 ***********************************************************************
 GZ3092  DESIGNATION -  LFUCG GPS STA 0068
 GZ3092  PID         -  GZ3092
 GZ3092  STATE/COUNTY-  KY/FAYETTE
 GZ3092  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ3092
 GZ3092                         *CURRENT SURVEY CONTROL
 GZ3092  ___________________________________________________________________
 GZ3092* NAD 83(1993)-  37 57 29.54918(N)    084 31 17.28232(W)     ADJUSTED  
 GZ3092* NAVD 88     -       291.0    (meters)     955.     (feet)  VERTCON   
 GZ3092  ___________________________________________________________________
 GZ3092  X           -     480,752.053 (meters)                     COMP
 GZ3092  Y           -  -5,012,485.434 (meters)                     COMP
 GZ3092  Z           -   3,901,946.276 (meters)                     COMP
 GZ3092  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 GZ3092  ELLIP HEIGHT-         258.05  (meters)          (12/20/95) GPS OBS
 GZ3092  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GZ3092
 GZ3092  HORZ ORDER  -  FIRST
 GZ3092  ELLP ORDER  -  FOURTH    CLASS I
 GZ3092
 GZ3092.The horizontal coordinates were established by GPS observations
 GZ3092.and adjusted by the National Geodetic Survey in December 1995..
 GZ3092
 GZ3092.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3092
 GZ3092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3092
 GZ3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3092
 GZ3092.The ellipsoidal height was determined by GPS observations
 GZ3092.and is referenced to NAD 83.
 GZ3092
 GZ3092.The geoid height was determined by GEOID03.
 GZ3092
 GZ3092;                    North         East     Units Scale Factor Converg.
 GZ3092;SPC KY1Z     - 1,181,043.202 1,607,952.985   MT  0.99990596   +0 45 15.4
 GZ3092;SPC KY1Z     - 3,874,805.91  5,275,425.75   sFT  0.99990596   +0 45 15.4
 GZ3092;SPC KY N     -    50,894.692   476,142.837   MT  1.00000129   -0 10 07.9
 GZ3092;SPC KY N     -   166,977.00  1,562,145.29   sFT  1.00000129   -0 10 07.9
 GZ3092;UTM  16      - 4,204,076.063   717,748.669   MT  1.00018401   +1 31 30.4
 GZ3092
 GZ3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3092!SPC KY1Z     -   0.99995951  x   0.99990596  =   0.99986547
 GZ3092!SPC KY N     -   0.99995951  x   1.00000129  =   0.99996080
 GZ3092!UTM  16      -   0.99995951  x   1.00018401  =   1.00014351
 GZ3092
 GZ3092:                Primary Azimuth Mark                     Grid Az
 GZ3092:SPC KY1Z     -  LFUCG GPS STA 0066                       351 06 01.3
 GZ3092:SPC KY N     -  LFUCG GPS STA 0066                       352 01 24.6
 GZ3092:UTM  16      -  LFUCG GPS STA 0066                       350 19 46.3
 GZ3092
 GZ3092|---------------------------------------------------------------------|
 GZ3092| PID    Reference Object                     Distance      Geod. Az  |
 GZ3092|                                                           dddmmss.s |
 GZ3092| GZ3090 LFUCG GPS STA 0066                  APPROX. 1.8 KM 3515116.7 |
 GZ3092|---------------------------------------------------------------------|
 GZ3092
 GZ3092                          SUPERSEDED SURVEY CONTROL
 GZ3092
 GZ3092  NAD 83(1986)-  37 57 29.55718(N)    084 31 17.28794(W) AD(       ) 1
 GZ3092  NGVD 29 (12/27/91)  291.2    (m)          955.     (f) GPS OBS        
 GZ3092
 GZ3092.Superseded values are not recommended for survey control.
 GZ3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3092.See file dsdata.txt to determine how the superseded data were derived.
 GZ3092
 GZ3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1774904076(NAD 83)
 GZ3092_MARKER: I = METAL ROD
 GZ3092_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3092_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3092_STAMPING: 68
 GZ3092_MARK LOGO: LFUCG 
 GZ3092_PROJECTION: FLUSH
 GZ3092_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3092+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3092_ROD/PIPE-DEPTH: 2.49 meters
 GZ3092_SLEEVE-DEPTH  : 0.61 meters
 GZ3092
 GZ3092  HISTORY     - Date     Condition        Report By
 GZ3092  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3092
 GZ3092                          STATION DESCRIPTION
 GZ3092
 GZ3092'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3092'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND
 GZ3092'NICHOLASVILLE RD ( HWY 27 ). GO SOUTH ON HWY 27 FOR 0.65 MILES TO THE
 GZ3092'INTERSECTION OF HWY 27 AND SOUTH POINT DR. GO SE ON SOUTH POINT DR
 GZ3092'FOR 0.95 MILES TO THE STATION ON THE RIGHT.2.70FT NORTH OF EDGE OF
 GZ3092'SIDEWALK. 3.65FT NW OF THE NW CORNER OF END OF SIDEWALK. 2.56FT  SOUTH
 GZ3092'OF THE EDGE OF PAVEMENT. 8.47FT EAST OF A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3093 ***********************************************************************
 GZ3093  DESIGNATION -  LFUCG GPS STA 0069
 GZ3093  PID         -  GZ3093
 GZ3093  STATE/COUNTY-  KY/FAYETTE
 GZ3093  USGS QUAD   -  COLETOWN (1993)
 GZ3093
 GZ3093                         *CURRENT SURVEY CONTROL
 GZ3093  ___________________________________________________________________
 GZ3093* NAD 83(1993)-  37 57 29.02129(N)    084 29 28.18845(W)     ADJUSTED  
 GZ3093* NAVD 88     -       301.8    (meters)     990.     (feet)  VERTCON   
 GZ3093  ___________________________________________________________________
 GZ3093  X           -     483,404.878 (meters)                     COMP
 GZ3093  Y           -  -5,012,248.904 (meters)                     COMP
 GZ3093  Z           -   3,901,940.085 (meters)                     COMP
 GZ3093  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 GZ3093  ELLIP HEIGHT-         268.85  (meters)          (12/20/95) GPS OBS
 GZ3093  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GZ3093
 GZ3093  HORZ ORDER  -  FIRST
 GZ3093  ELLP ORDER  -  FOURTH    CLASS I
 GZ3093
 GZ3093.The horizontal coordinates were established by GPS observations
 GZ3093.and adjusted by the National Geodetic Survey in December 1995..
 GZ3093
 GZ3093.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3093
 GZ3093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3093
 GZ3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3093
 GZ3093.The ellipsoidal height was determined by GPS observations
 GZ3093.and is referenced to NAD 83.
 GZ3093
 GZ3093.The geoid height was determined by GEOID03.
 GZ3093
 GZ3093;                    North         East     Units Scale Factor Converg.
 GZ3093;SPC KY1Z     - 1,181,062.416 1,610,615.889   MT  0.99990595   +0 46 22.4
 GZ3093;SPC KY1Z     - 3,874,868.94  5,284,162.30   sFT  0.99990595   +0 46 22.4
 GZ3093;SPC KY N     -    50,871.005   478,805.959   MT  1.00000131   -0 09 00.1
 GZ3093;SPC KY N     -   166,899.29  1,570,882.55   sFT  1.00000131   -0 09 00.1
 GZ3093;UTM  16      - 4,204,131.117   720,411.834   MT  1.00019839   +1 32 37.6
 GZ3093
 GZ3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3093!SPC KY1Z     -   0.99995782  x   0.99990595  =   0.99986377
 GZ3093!SPC KY N     -   0.99995782  x   1.00000131  =   0.99995913
 GZ3093!UTM  16      -   0.99995782  x   1.00019839  =   1.00015620
 GZ3093
 GZ3093:                Primary Azimuth Mark                     Grid Az
 GZ3093:SPC KY1Z     -  LFUCG GPS STA 0064                       046 54 52.7
 GZ3093:SPC KY N     -  LFUCG GPS STA 0064                       047 50 15.2
 GZ3093:UTM  16      -  LFUCG GPS STA 0064                       046 08 37.5
 GZ3093
 GZ3093|---------------------------------------------------------------------|
 GZ3093| PID    Reference Object                     Distance      Geod. Az  |
 GZ3093|                                                           dddmmss.s |
 GZ3093| GZ3088 LFUCG GPS STA 0064                  APPROX. 1.2 KM 0474115.1 |
 GZ3093| GZ3089 LFUCG GPS STA 0065                  APPROX. 1.6 KM 3125750.3 |
 GZ3093|---------------------------------------------------------------------|
 GZ3093
 GZ3093                          SUPERSEDED SURVEY CONTROL
 GZ3093
 GZ3093  NAD 83(1986)-  37 57 29.02919(N)    084 29 28.19398(W) AD(       ) 1
 GZ3093  NGVD 29 (12/27/91)  301.9    (m)          990.     (f) GPS OBS        
 GZ3093
 GZ3093.Superseded values are not recommended for survey control.
 GZ3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3093.See file dsdata.txt to determine how the superseded data were derived.
 GZ3093
 GZ3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2041204131(NAD 83)
 GZ3093_MARKER: I = METAL ROD
 GZ3093_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3093_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3093_STAMPING: 69
 GZ3093_MARK LOGO: LFUCG 
 GZ3093_PROJECTION: FLUSH
 GZ3093_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3093+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3093_ROD/PIPE-DEPTH: 1.85 meters
 GZ3093_SLEEVE-DEPTH  : 0.61 meters
 GZ3093
 GZ3093  HISTORY     - Date     Condition        Report By
 GZ3093  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3093
 GZ3093                          STATION DESCRIPTION
 GZ3093
 GZ3093'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3093'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND
 GZ3093'TATES CREEK RD ( HWY 1974 ). GO SOUTH ON HWY 1974 FOR 0.95 MILES TO
 GZ3093'THE STATION ON THE RIGHT. STATION IS NEXT TO THE WEST RIGHT OF WAY
 GZ3093'FENCE LINE. 52.00FT WEST OF THE EDGE OF PAVEMENT.5.50FT  EAST OF THE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4603 ***********************************************************************
 AA4603  DESIGNATION -  LFUCG GPS STA 0069 A
 AA4603  PID         -  AA4603
 AA4603  STATE/COUNTY-  KY/FAYETTE
 AA4603  USGS QUAD   -  COLETOWN (1993)
 AA4603
 AA4603                         *CURRENT SURVEY CONTROL
 AA4603  ___________________________________________________________________
 AA4603* NAD 83(1993)-  37 57 29.15815(N)    084 29 28.07052(W)     ADJUSTED  
 AA4603* NAVD 88     -       301.7    (meters)     990.     (feet)  VERTCON   
 AA4603  ___________________________________________________________________
 AA4603  X           -     483,407.491 (meters)                     COMP
 AA4603  Y           -  -5,012,246.005 (meters)                     COMP
 AA4603  Z           -   3,901,943.382 (meters)                     COMP
 AA4603  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 AA4603  ELLIP HEIGHT-         268.80  (meters)          (12/20/95) GPS OBS
 AA4603  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 AA4603
 AA4603  HORZ ORDER  -  FIRST
 AA4603  ELLP ORDER  -  FOURTH    CLASS I
 AA4603
 AA4603.The horizontal coordinates were established by GPS observations
 AA4603.and adjusted by the National Geodetic Survey in December 1995..
 AA4603
 AA4603.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4603
 AA4603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4603
 AA4603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4603
 AA4603.The ellipsoidal height was determined by GPS observations
 AA4603.and is referenced to NAD 83.
 AA4603
 AA4603.The geoid height was determined by GEOID03.
 AA4603
 AA4603;                    North         East     Units Scale Factor Converg.
 AA4603;SPC KY1Z     - 1,181,066.674 1,610,618.711   MT  0.99990595   +0 46 22.4
 AA4603;SPC KY1Z     - 3,874,882.91  5,284,171.55   sFT  0.99990595   +0 46 22.4
 AA4603;SPC KY N     -    50,875.217   478,808.849   MT  1.00000131   -0 08 60.0
 AA4603;SPC KY N     -   166,913.11  1,570,892.03   sFT  1.00000131   -0 08 60.0
 AA4603;UTM  16      - 4,204,135.414   720,414.598   MT  1.00019840   +1 32 37.6
 AA4603
 AA4603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4603!SPC KY1Z     -   0.99995782  x   0.99990595  =   0.99986378
 AA4603!SPC KY N     -   0.99995782  x   1.00000131  =   0.99995913
 AA4603!UTM  16      -   0.99995782  x   1.00019840  =   1.00015621
 AA4603
 AA4603                          SUPERSEDED SURVEY CONTROL
 AA4603
 AA4603  NAD 83(1986)-  37 57 29.16560(N)    084 29 28.07584(W) AD(       ) 1
 AA4603  NGVD 29 (12/30/94)  301.9    (m)          990.     (f) GPS OBS        
 AA4603
 AA4603.Superseded values are not recommended for survey control.
 AA4603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4603.See file dsdata.txt to determine how the superseded data were derived.
 AA4603
 AA4603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2041504135(NAD 83)
 AA4603_MARKER: DD = SURVEY DISK
 AA4603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4603_STAMPING: 0069-A
 AA4603_MARK LOGO: LFUCG 
 AA4603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4603+STABILITY: SURFACE MOTION
 AA4603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4603+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA4603
 AA4603  HISTORY     - Date     Condition        Report By
 AA4603  HISTORY     - 1992     MONUMENTED       GRWAS
 AA4603
 AA4603                          STATION DESCRIPTION
 AA4603
 AA4603'DESCRIBED BY GRW AERIAL SURVEY 1992 (BZ)
 AA4603'AT LEXINGTON, BEGINING AT THE INTERSECTION OF MAN-O-WAR BLBD AND TATES
 AA4603'CREEK PIKE. GO SOUTH ON TATES CREEK PIKE FOR 0.95 MILES TO THE STATION
 AA4603'ON THE RIGHT. STATION IS 21.5 FT (6.55 M) EAST OF A PLANK FENCE, 36 FT
 AA4603'(10.97 M)  WEST OF RHE EDGE OF PAVEMENT, AND 69.5 FT (21.18 M) NORTH
 AA4603'EAST OF THE EAST CORNER OF A BRICK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3094 ***********************************************************************
 GZ3094  DESIGNATION -  LFUCG GPS STA 0070
 GZ3094  PID         -  GZ3094
 GZ3094  STATE/COUNTY-  KY/FAYETTE
 GZ3094  USGS QUAD   -  COLETOWN (1993)
 GZ3094
 GZ3094                         *CURRENT SURVEY CONTROL
 GZ3094  ___________________________________________________________________
 GZ3094* NAD 83(1993)-  37 57 09.99048(N)    084 27 20.18814(W)     ADJUSTED  
 GZ3094* NAVD 88     -       295.7    (meters)     970.     (feet)  VERTCON   
 GZ3094  ___________________________________________________________________
 GZ3094  X           -     486,549.617 (meters)                     COMP
 GZ3094  Y           -  -5,012,302.499 (meters)                     COMP
 GZ3094  Z           -   3,901,473.752 (meters)                     COMP
 GZ3094  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 GZ3094  ELLIP HEIGHT-         262.90  (meters)          (12/20/95) GPS OBS
 GZ3094  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GZ3094
 GZ3094  HORZ ORDER  -  FIRST
 GZ3094  ELLP ORDER  -  FOURTH    CLASS I
 GZ3094
 GZ3094.The horizontal coordinates were established by GPS observations
 GZ3094.and adjusted by the National Geodetic Survey in December 1995..
 GZ3094
 GZ3094.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3094
 GZ3094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3094
 GZ3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3094
 GZ3094.The ellipsoidal height was determined by GPS observations
 GZ3094.and is referenced to NAD 83.
 GZ3094
 GZ3094.The geoid height was determined by GEOID03.
 GZ3094
 GZ3094;                    North         East     Units Scale Factor Converg.
 GZ3094;SPC KY1Z     - 1,180,518.507 1,613,748.158   MT  0.99990583   +0 47 40.9
 GZ3094;SPC KY1Z     - 3,873,084.47  5,294,438.75   sFT  0.99990583   +0 47 40.9
 GZ3094;SPC KY N     -    50,276.666   481,929.361   MT  1.00000213   -0 07 40.4
 GZ3094;SPC KY N     -   164,949.36  1,581,129.91   sFT  1.00000213   -0 07 40.4
 GZ3094;UTM  16      - 4,203,629.245   723,552.081   MT  1.00021556   +1 33 55.7
 GZ3094
 GZ3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3094!SPC KY1Z     -   0.99995875  x   0.99990583  =   0.99986458
 GZ3094!SPC KY N     -   0.99995875  x   1.00000213  =   0.99996088
 GZ3094!UTM  16      -   0.99995875  x   1.00021556  =   1.00017430
 GZ3094
 GZ3094                          SUPERSEDED SURVEY CONTROL
 GZ3094
 GZ3094  NAD 83(1986)-  37 57 09.99833(N)    084 27 20.19363(W) AD(       ) 1
 GZ3094  NGVD 29 (12/27/91)  295.9    (m)          971.     (f) GPS OBS        
 GZ3094
 GZ3094.Superseded values are not recommended for survey control.
 GZ3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3094.See file dsdata.txt to determine how the superseded data were derived.
 GZ3094
 GZ3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2355203629(NAD 83)
 GZ3094_MARKER: I = METAL ROD
 GZ3094_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3094_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3094_STAMPING: 70
 GZ3094_MARK LOGO: LFUCG 
 GZ3094_PROJECTION: FLUSH
 GZ3094_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3094+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3094_ROD/PIPE-DEPTH: 3.04 meters
 GZ3094_SLEEVE-DEPTH  : 0.61 meters
 GZ3094
 GZ3094  HISTORY     - Date     Condition        Report By
 GZ3094  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3094
 GZ3094                          STATION DESCRIPTION
 GZ3094
 GZ3094'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3094'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND
 GZ3094'ARMSTRONG MILL RD. GO SOUTH ON ARMSTRONG MILL RD. FOR 1.0 MILES TO
 GZ3094'THE INTERSECTION OF ARMSTRONG MILL RD. AND DELONG RD. GO SOUTH ON
 GZ3094'DELONG RD. FOR 0.40 MILES TO THE STATION ON THE LEFT. STATION IS ON
 GZ3094'THE SOUTH SIDE OF A ENTRANCE TO OVERBROOK FARM 9.8 FEET SOUTH OF A
 GZ3094'STONE POST AND 10.60 FEET EAST OF THE EAST EDGE OF DELONG RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3095 ***********************************************************************
 GZ3095  DESIGNATION -  LFUCG GPS STA 0071
 GZ3095  PID         -  GZ3095
 GZ3095  STATE/COUNTY-  KY/FAYETTE
 GZ3095  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ3095
 GZ3095                         *CURRENT SURVEY CONTROL
 GZ3095  ___________________________________________________________________
 GZ3095* NAD 83(1993)-  37 59 39.34254(N)    084 32 06.99293(W)     ADJUSTED  
 GZ3095* NAVD 88     -       306.5    (meters)    1006.     (feet)  VERTCON   
 GZ3095  ___________________________________________________________________
 GZ3095  X           -     479,310.644 (meters)                     COMP
 GZ3095  Y           -  -5,010,161.805 (meters)                     COMP
 GZ3095  Z           -   3,905,110.332 (meters)                     COMP
 GZ3095  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 GZ3095  ELLIP HEIGHT-         273.37  (meters)          (12/20/95) GPS OBS
 GZ3095  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 GZ3095
 GZ3095  HORZ ORDER  -  FIRST
 GZ3095  ELLP ORDER  -  FOURTH    CLASS I
 GZ3095
 GZ3095.The horizontal coordinates were established by GPS observations
 GZ3095.and adjusted by the National Geodetic Survey in December 1995..
 GZ3095
 GZ3095.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3095
 GZ3095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3095
 GZ3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3095
 GZ3095.The ellipsoidal height was determined by GPS observations
 GZ3095.and is referenced to NAD 83.
 GZ3095
 GZ3095.The geoid height was determined by GEOID03.
 GZ3095
 GZ3095;                    North         East     Units Scale Factor Converg.
 GZ3095;SPC KY1Z     - 1,185,028.423 1,606,687.597   MT  0.99990705   +0 44 44.9
 GZ3095;SPC KY1Z     - 3,887,880.75  5,271,274.22   sFT  0.99990705   +0 44 44.9
 GZ3095;SPC KY N     -    54,900.153   474,941.713   MT  0.99999594   -0 10 38.9
 GZ3095;SPC KY N     -   180,118.25  1,558,204.60   sFT  0.99999594   -0 10 38.9
 GZ3095;UTM  16      - 4,208,044.974   716,429.379   MT  1.00017695   +1 31 04.2
 GZ3095
 GZ3095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3095!SPC KY1Z     -   0.99995711  x   0.99990705  =   0.99986416
 GZ3095!SPC KY N     -   0.99995711  x   0.99999594  =   0.99995305
 GZ3095!UTM  16      -   0.99995711  x   1.00017695  =   1.00013405
 GZ3095
 GZ3095:                Primary Azimuth Mark                     Grid Az
 GZ3095:SPC KY1Z     -  LFUCG GPS STA 0054                       082 43 17.8
 GZ3095:SPC KY N     -  LFUCG GPS STA 0054                       083 38 41.6
 GZ3095:UTM  16      -  LFUCG GPS STA 0054                       081 56 58.5
 GZ3095
 GZ3095|---------------------------------------------------------------------|
 GZ3095| PID    Reference Object                     Distance      Geod. Az  |
 GZ3095|                                                           dddmmss.s |
 GZ3095| GZ3078 LFUCG GPS STA 0054                  APPROX. 1.3 KM 0832802.7 |
 GZ3095| GZ3072 LFUCG GPS STA 0044                  APPROX. 1.2 KM 2911824.9 |
 GZ3095|---------------------------------------------------------------------|
 GZ3095
 GZ3095                          SUPERSEDED SURVEY CONTROL
 GZ3095
 GZ3095  NAD 83(1986)-  37 59 39.35041(N)    084 32 06.99863(W) AD(       ) 1
 GZ3095  NGVD 29 (12/27/91)  306.7    (m)         1006.     (f) GPS OBS        
 GZ3095
 GZ3095.Superseded values are not recommended for survey control.
 GZ3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3095.See file dsdata.txt to determine how the superseded data were derived.
 GZ3095
 GZ3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1642908045(NAD 83)
 GZ3095_MARKER: I = METAL ROD
 GZ3095_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3095_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3095_STAMPING: 71
 GZ3095_MARK LOGO: LFUCG 
 GZ3095_PROJECTION: FLUSH
 GZ3095_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3095+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GZ3095_ROD/PIPE-DEPTH: 3.04 meters
 GZ3095_SLEEVE-DEPTH  : 0.61 meters
 GZ3095
 GZ3095  HISTORY     - Date     Condition        Report By
 GZ3095  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3095
 GZ3095                          STATION DESCRIPTION
 GZ3095
 GZ3095'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3095'AT LEXINGTON, BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD AND
 GZ3095'NICHOLASVILLE RD. GO SOUTH ON NICHOLASVILLE RD. FOR 0.35 MILES TO THE
 GZ3095'INTERSECTION OF NICHOLASVILLE RD. AND WEST REYNOLDS RD. GO WEST ON
 GZ3095'WEST REYNOLDS RD FOR 0.65 MILES TO THE STATION ON THE LEFT. STATION
 GZ3095'IS AT THE SOUTH EAST CORNER OF AN ASPHALT PARKING LOT 2.35 FEET EAST
 GZ3095'OF THE EAST EDGE OF THE PARKING LOT 2.55 FEET WEST OF A PLANK AND
 GZ3095'WOVEN WIRE FENCE AND 36 FEET FROM A WOOD POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3096 ***********************************************************************
 GZ3096  DESIGNATION -  LFUCG GPS STA 0072
 GZ3096  PID         -  GZ3096
 GZ3096  STATE/COUNTY-  KY/FAYETTE
 GZ3096  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ3096
 GZ3096                         *CURRENT SURVEY CONTROL
 GZ3096  ___________________________________________________________________
 GZ3096* NAD 83(1993)-  37 59 22.70087(N)    084 36 15.87508(W)     ADJUSTED  
 GZ3096* NAVD 88     -       294.71   (+/-2cm)     966.9    (feet)  VERTCON   
 GZ3096  ___________________________________________________________________
 GZ3096  X           -     473,293.785 (meters)                     COMP
 GZ3096  Y           -  -5,011,041.673 (meters)                     COMP
 GZ3096  Z           -   3,904,698.660 (meters)                     COMP
 GZ3096  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 GZ3096  ELLIP HEIGHT-         261.54  (meters)          (12/20/95) GPS OBS
 GZ3096  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 GZ3096
 GZ3096  HORZ ORDER  -  FIRST
 GZ3096  VERT ORDER  -  THIRD ? (See Below)
 GZ3096  ELLP ORDER  -  FOURTH    CLASS I
 GZ3096
 GZ3096.The horizontal coordinates were established by GPS observations
 GZ3096.and adjusted by the National Geodetic Survey in December 1995..
 GZ3096
 GZ3096.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3096.The vertical order pertains to the NGVD 29 superseded value.
 GZ3096
 GZ3096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3096
 GZ3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3096
 GZ3096.The ellipsoidal height was determined by GPS observations
 GZ3096.and is referenced to NAD 83.
 GZ3096
 GZ3096.The geoid height was determined by GEOID03.
 GZ3096
 GZ3096;                    North         East     Units Scale Factor Converg.
 GZ3096;SPC KY1Z     - 1,184,438.622 1,600,622.269   MT  0.99990689   +0 42 12.1
 GZ3096;SPC KY1Z     - 3,885,945.71  5,251,374.89   sFT  0.99990689   +0 42 12.1
 GZ3096;SPC KY N     -    54,408.145   468,867.123   MT  0.99999660   -0 13 13.7
 GZ3096;SPC KY N     -   178,504.06  1,538,274.89   sFT  0.99999660   -0 13 13.7
 GZ3096;UTM  16      - 4,207,373.346   710,371.008   MT  1.00014510   +1 28 30.3
 GZ3096
 GZ3096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3096!SPC KY1Z     -   0.99995896  x   0.99990689  =   0.99986586
 GZ3096!SPC KY N     -   0.99995896  x   0.99999660  =   0.99995556
 GZ3096!UTM  16      -   0.99995896  x   1.00014510  =   1.00010406
 GZ3096
 GZ3096                          SUPERSEDED SURVEY CONTROL
 GZ3096
 GZ3096  NAD 83(1986)-  37 59 22.70848(N)    084 36 15.88096(W) AD(       ) 1
 GZ3096  NGVD 29 (10/12/93)  294.86   (m)          967.4    (f) LEVELING    3  
 GZ3096
 GZ3096.Superseded values are not recommended for survey control.
 GZ3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3096.See file dsdata.txt to determine how the superseded data were derived.
 GZ3096
 GZ3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1037107373(NAD 83)
 GZ3096_MARKER: I = METAL ROD
 GZ3096_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GZ3096_SP_SET: STAINLESS STEEL ROD
 GZ3096_STAMPING: 0072
 GZ3096_MARK LOGO: LFUCG 
 GZ3096_PROJECTION: FLUSH
 GZ3096_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3096+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1991
 GZ3096_ROD/PIPE-DEPTH: 3.05 meters
 GZ3096_SLEEVE-DEPTH  : 0.61 meters
 GZ3096
 GZ3096  HISTORY     - Date     Condition        Report By
 GZ3096  HISTORY     - 1990     MONUMENTED       GRWAS
 GZ3096  HISTORY     - 19900601 GOOD             GRWAS
 GZ3096  HISTORY     - 19910826 GOOD
 GZ3096
 GZ3096                          STATION DESCRIPTION
 GZ3096
 GZ3096'DESCRIBED BY GRW AERIAL SURVEY 1990
 GZ3096'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF MAN O WAR BLVD AND
 GZ3096'HARRODSBURG RD ( HWY 68 ). GO SOUTH ON HWY 68 FOR 0.95 MILES TO THE
 GZ3096'INTERSECTION OF HWY 68 AND MILTARY RD. GO WEST ON MILTARY RD FOR 0.35
 GZ3096'MILES TO A Y IN THE ROAD. STAY TO THE LEFT FOR 1.25 MILES TO THE
 GZ3096'STATION ON THE LEFT AT THE DRIVE WAY TO DON WHITE RESDIENCE AT THE
 GZ3096'COUNTY LINE,  54.00 NE OF THE COUNTY LINE MARKER ON KEENE RD
 GZ3096'(HWY 1267 ). 3.30 NW OF A POST WITH A PK NAIL.6.85FT NORTH OF EDGE OF
 GZ3096'DRIVEWAY.
 GZ3096
 GZ3096                          STATION RECOVERY (1990)
 GZ3096
 GZ3096'RECOVERY NOTE BY GRW AERIAL SURVEY 1990
 GZ3096'RECOVERED IN GOOD CONDITION.
 GZ3096
 GZ3096                          STATION RECOVERY (1991)
 GZ3096
 GZ3096'RECOVERED 1991
 GZ3096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2623 ***********************************************************************
 HZ2623  DESIGNATION -  LFUCG GPS STA 0073
 HZ2623  PID         -  HZ2623
 HZ2623  STATE/COUNTY-  KY/FAYETTE
 HZ2623  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2623
 HZ2623                         *CURRENT SURVEY CONTROL
 HZ2623  ___________________________________________________________________
 HZ2623* NAD 83(1993)-  38 03 29.71385(N)    084 31 48.74953(W)     ADJUSTED  
 HZ2623* NAVD 88     -       282.3    (meters)     926.     (feet)  VERTCON   
 HZ2623  ___________________________________________________________________
 HZ2623  X           -     479,334.843 (meters)                     COMP
 HZ2623  Y           -  -5,005,744.452 (meters)                     COMP
 HZ2623  Z           -   3,910,690.711 (meters)                     COMP
 HZ2623  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 HZ2623  ELLIP HEIGHT-         248.98  (meters)          (12/20/95) GPS OBS
 HZ2623  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ2623
 HZ2623  HORZ ORDER  -  FIRST
 HZ2623  ELLP ORDER  -  FOURTH    CLASS I
 HZ2623
 HZ2623.The horizontal coordinates were established by GPS observations
 HZ2623.and adjusted by the National Geodetic Survey in December 1995..
 HZ2623
 HZ2623.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2623
 HZ2623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2623
 HZ2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2623
 HZ2623.The ellipsoidal height was determined by GPS observations
 HZ2623.and is referenced to NAD 83.
 HZ2623
 HZ2623.The geoid height was determined by GEOID03.
 HZ2623
 HZ2623;                    North         East     Units Scale Factor Converg.
 HZ2623;SPC KY1Z     - 1,192,135.893 1,607,039.823   MT  0.99990996   +0 44 56.1
 HZ2623;SPC KY1Z     - 3,911,199.18  5,272,429.82   sFT  0.99990996   +0 44 56.1
 HZ2623;SPC KY N     -    62,001.616   475,408.453   MT  0.99998740   -0 10 27.5
 HZ2623;SPC KY N     -   203,416.97  1,559,735.90   sFT  0.99998740   -0 10 27.5
 HZ2623;UTM  16      - 4,215,158.464   716,685.739   MT  1.00017831   +1 31 23.3
 HZ2623
 HZ2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2623!SPC KY1Z     -   0.99996093  x   0.99990996  =   0.99987090
 HZ2623!SPC KY N     -   0.99996093  x   0.99998740  =   0.99994833
 HZ2623!UTM  16      -   0.99996093  x   1.00017831  =   1.00013924
 HZ2623
 HZ2623:                Primary Azimuth Mark                     Grid Az
 HZ2623:SPC KY1Z     -  LFUCG GPS STA 0022                       147 39 39.4
 HZ2623:SPC KY N     -  LFUCG GPS STA 0022                       148 35 03.0
 HZ2623:UTM  16      -  LFUCG GPS STA 0022                       146 53 12.2
 HZ2623
 HZ2623|---------------------------------------------------------------------|
 HZ2623| PID    Reference Object                     Distance      Geod. Az  |
 HZ2623|                                                           dddmmss.s |
 HZ2623| HZ2599 LFUCG GPS STA 0022                  APPROX. 1.1 KM 1482435.5 |
 HZ2623| HZ2600 LFUCG GPS STA 0023                  APPROX. 1.7 KM 2232316.0 |
 HZ2623|---------------------------------------------------------------------|
 HZ2623
 HZ2623                          SUPERSEDED SURVEY CONTROL
 HZ2623
 HZ2623  NAD 83(1986)-  38 03 29.72160(N)    084 31 48.75536(W) AD(       ) 1
 HZ2623  NGVD 29 (12/27/91)  282.4    (m)          927.     (f) GPS OBS        
 HZ2623
 HZ2623.Superseded values are not recommended for survey control.
 HZ2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2623.See file dsdata.txt to determine how the superseded data were derived.
 HZ2623
 HZ2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1668615158(NAD 83)
 HZ2623_MARKER: I = METAL ROD
 HZ2623_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2623_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2623_STAMPING: 73
 HZ2623_MARK LOGO: LFUCG 
 HZ2623_PROJECTION: FLUSH
 HZ2623_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2623+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2623_ROD/PIPE-DEPTH: 4.03 meters
 HZ2623_SLEEVE-DEPTH  : 0.61 meters
 HZ2623
 HZ2623  HISTORY     - Date     Condition        Report By
 HZ2623  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2623  HISTORY     - 20040806 GOOD             GEOCAC
 HZ2623
 HZ2623                          STATION DESCRIPTION
 HZ2623
 HZ2623'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2623'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2623'AND OLD FRANKFORT PIKE ( HWY 1681 ). GO EAST ON HWY 1681 FOR 0.75
 HZ2623'MILES TO THE STATION ON THE LEFT.STATION IS AT THE NW CORNER OF THE
 HZ2623'INTERSECTION OF HWY 1681 AND SANITARY SEWER RD. STATION IS INSIDE OF
 HZ2623'ROCK WALL.4.10FT NORTH OF EDGE OF ROCK WALL. 30.80FT  SOUTH OF EDGE OF
 HZ2623'DRIVEWAY. 4.00FT NW OF THE NE CORNER OF STONE PILLAR.
 HZ2623
 HZ2623                          STATION RECOVERY (2004)
 HZ2623
 HZ2623'RECOVERY NOTE BY GEOCACHING 2004
 HZ2623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2624 ***********************************************************************
 HZ2624  DESIGNATION -  LFUCG GPS STA 0074
 HZ2624  PID         -  HZ2624
 HZ2624  STATE/COUNTY-  KY/FAYETTE
 HZ2624  USGS QUAD   -  CENTERVILLE (1984)
 HZ2624
 HZ2624                         *CURRENT SURVEY CONTROL
 HZ2624  ___________________________________________________________________
 HZ2624* NAD 83(1993)-  38 07 55.67136(N)    084 29 12.79669(W)     ADJUSTED  
 HZ2624* NAVD 88     -       284.48   (+/-2cm)     933.3    (feet)  VERTCON   
 HZ2624  ___________________________________________________________________
 HZ2624  X           -     482,633.528 (meters)                     COMP
 HZ2624  Y           -  -5,000,346.170 (meters)                     COMP
 HZ2624  Z           -   3,917,145.738 (meters)                     COMP
 HZ2624  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 HZ2624  ELLIP HEIGHT-         251.09  (meters)          (12/20/95) GPS OBS
 HZ2624  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ2624
 HZ2624  HORZ ORDER  -  FIRST
 HZ2624  VERT ORDER  -  THIRD ? (See Below)
 HZ2624  ELLP ORDER  -  FOURTH    CLASS I
 HZ2624
 HZ2624.The horizontal coordinates were established by GPS observations
 HZ2624.and adjusted by the National Geodetic Survey in December 1995..
 HZ2624
 HZ2624.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2624.The vertical order pertains to the NGVD 29 superseded value.
 HZ2624
 HZ2624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2624
 HZ2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2624
 HZ2624.The ellipsoidal height was determined by GPS observations
 HZ2624.and is referenced to NAD 83.
 HZ2624
 HZ2624.The geoid height was determined by GEOID03.
 HZ2624
 HZ2624;                    North         East     Units Scale Factor Converg.
 HZ2624;SPC KY1Z     - 1,200,385.223 1,610,730.078   MT  0.99991487   +0 46 31.8
 HZ2624;SPC KY1Z     - 3,938,263.85  5,284,536.93   sFT  0.99991487   +0 46 31.8
 HZ2624;SPC KY N     -    70,191.007   479,231.391   MT  0.99997909   -0 08 50.5
 HZ2624;SPC KY N     -   230,285.00  1,572,278.32   sFT  0.99997909   -0 08 50.5
 HZ2624;UTM  16      - 4,223,459.275   720,264.982   MT  1.00019757   +1 33 08.7
 HZ2624
 HZ2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2624!SPC KY1Z     -   0.99996060  x   0.99991487  =   0.99987548
 HZ2624!SPC KY N     -   0.99996060  x   0.99997909  =   0.99993969
 HZ2624!UTM  16      -   0.99996060  x   1.00019757  =   1.00015816
 HZ2624
 HZ2624                          SUPERSEDED SURVEY CONTROL
 HZ2624
 HZ2624  NAD 83(1986)-  38 07 55.67888(N)    084 29 12.80272(W) AD(       ) 1
 HZ2624  NGVD 29 (10/12/93)  284.64   (m)          933.9    (f) LEVELING    3  
 HZ2624
 HZ2624.Superseded values are not recommended for survey control.
 HZ2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2624.See file dsdata.txt to determine how the superseded data were derived.
 HZ2624
 HZ2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2026523459(NAD 83)
 HZ2624_MARKER: I = METAL ROD
 HZ2624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HZ2624_SP_SET: STAINLESS STEEL ROD
 HZ2624_STAMPING: 0074
 HZ2624_MARK LOGO: LFUCG 
 HZ2624_PROJECTION: FLUSH
 HZ2624_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2624+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 HZ2624_ROD/PIPE-DEPTH: 3.44 meters
 HZ2624_SLEEVE-DEPTH  : 0.61 meters
 HZ2624
 HZ2624  HISTORY     - Date     Condition        Report By
 HZ2624  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2624  HISTORY     - 19900601 GOOD             GRWAS
 HZ2624  HISTORY     - 19910813 GOOD
 HZ2624  HISTORY     - 20060724 GOOD             GRWAS
 HZ2624
 HZ2624                          STATION DESCRIPTION
 HZ2624
 HZ2624'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2624'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF I-75,I-64 AND NEWTON
 HZ2624'PIKE ( HWY 922 ). GO NORTH ON HWY 922 FOR 2.30 MILES TO THE STATION
 HZ2624'ON THE RIGHT. STATION IS AT THE NE CORNER OF THE INTERSECTION OF HWY
 HZ2624'( 922 ) AND IRON WORKS RD ( HWY 1973 ). 10.30FT SOUTH OF RIGHT OF WAY
 HZ2624'MARKER. 10.00FT NE OF LONE GUY WIRE. 6.00FT SW OF CENTER OF ROCK
 HZ2624'PILLIAR. 3.70FT SW OF GRW MON NUMBER 153.
 HZ2624
 HZ2624                          STATION RECOVERY (1990)
 HZ2624
 HZ2624'RECOVERY NOTE BY GRW AERIAL SURVEY 1990
 HZ2624'RECOVERED IN GOOD CONDITION.
 HZ2624
 HZ2624                          STATION RECOVERY (1991)
 HZ2624
 HZ2624'RECOVERED 1991
 HZ2624'RECOVERED IN GOOD CONDITION.
 HZ2624
 HZ2624                          STATION RECOVERY (2006)
 HZ2624
 HZ2624'RECOVERY NOTE BY GRW AERIAL SURVEY 2006 (BZ)
 HZ2624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2625 ***********************************************************************
 HZ2625  DESIGNATION -  LFUCG GPS STA 0075
 HZ2625  PID         -  HZ2625
 HZ2625  STATE/COUNTY-  KY/FAYETTE
 HZ2625  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2625
 HZ2625                         *CURRENT SURVEY CONTROL
 HZ2625  ___________________________________________________________________
 HZ2625* NAD 83(1993)-  38 02 30.83016(N)    084 25 58.68785(W)     ADJUSTED  
 HZ2625* NAVD 88     -       300.92   (+/-2cm)     987.3    (feet)  VERTCON   
 HZ2625  ___________________________________________________________________
 HZ2625  X           -     487,939.637 (meters)                     COMP
 HZ2625  Y           -  -5,006,052.345 (meters)                     COMP
 HZ2625  Z           -   3,909,272.628 (meters)                     COMP
 HZ2625  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 HZ2625  ELLIP HEIGHT-         267.90  (meters)          (12/20/95) GPS OBS
 HZ2625  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 HZ2625
 HZ2625  HORZ ORDER  -  FIRST
 HZ2625  VERT ORDER  -  THIRD ? (See Below)
 HZ2625  ELLP ORDER  -  FOURTH    CLASS I
 HZ2625
 HZ2625.The horizontal coordinates were established by GPS observations
 HZ2625.and adjusted by the National Geodetic Survey in December 1995..
 HZ2625
 HZ2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2625.The vertical order pertains to the NGVD 29 superseded value.
 HZ2625
 HZ2625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2625
 HZ2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2625
 HZ2625.The ellipsoidal height was determined by GPS observations
 HZ2625.and is referenced to NAD 83.
 HZ2625
 HZ2625.The geoid height was determined by GEOID03.
 HZ2625
 HZ2625;                    North         East     Units Scale Factor Converg.
 HZ2625;SPC KY1Z     - 1,190,436.679 1,615,597.897   MT  0.99990910   +0 48 31.0
 HZ2625;SPC KY1Z     - 3,905,624.34  5,300,507.43   sFT  0.99990910   +0 48 31.0
 HZ2625;SPC KY N     -    60,164.644   483,938.723   MT  0.99998947   -0 06 49.7
 HZ2625;SPC KY N     -   197,390.17  1,587,722.29   sFT  0.99998947   -0 06 49.7
 HZ2625;UTM  16      - 4,213,574.562   725,268.494   MT  1.00022504   +1 34 57.2
 HZ2625
 HZ2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2625!SPC KY1Z     -   0.99995796  x   0.99990910  =   0.99986707
 HZ2625!SPC KY N     -   0.99995796  x   0.99998947  =   0.99994744
 HZ2625!UTM  16      -   0.99995796  x   1.00022504  =   1.00018300
 HZ2625
 HZ2625:                Primary Azimuth Mark                     Grid Az
 HZ2625:SPC KY1Z     -  LFUCG GPS STA 0033                       078 26 18.9
 HZ2625:SPC KY N     -  LFUCG GPS STA 0033                       079 21 39.6
 HZ2625:UTM  16      -  LFUCG GPS STA 0033                       077 39 52.7
 HZ2625
 HZ2625|---------------------------------------------------------------------|
 HZ2625| PID    Reference Object                     Distance      Geod. Az  |
 HZ2625|                                                           dddmmss.s |
 HZ2625| HZ2609 LFUCG GPS STA 0033                  APPROX. 1.2 KM 0791449.9 |
 HZ2625| HZ2596 LFUCG GPS STA 0019                  APPROX. 1.1 KM 3214523.3 |
 HZ2625|---------------------------------------------------------------------|
 HZ2625
 HZ2625                          SUPERSEDED SURVEY CONTROL
 HZ2625
 HZ2625  NAD 83(1986)-  38 02 30.83785(N)    084 25 58.69327(W) AD(       ) 1
 HZ2625  NGVD 29 (12/27/91)  301.07   (m)          987.8    (f) LEVELING    3  
 HZ2625
 HZ2625.Superseded values are not recommended for survey control.
 HZ2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2625.See file dsdata.txt to determine how the superseded data were derived.
 HZ2625
 HZ2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2526813575(NAD 83)
 HZ2625_MARKER: I = METAL ROD
 HZ2625_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2625_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2625_STAMPING: 75
 HZ2625_MARK LOGO: LFUCG 
 HZ2625_PROJECTION: FLUSH
 HZ2625_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2625+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HZ2625_ROD/PIPE-DEPTH: 1.44 meters
 HZ2625_SLEEVE-DEPTH  : 0.61 meters
 HZ2625
 HZ2625  HISTORY     - Date     Condition        Report By
 HZ2625  HISTORY     - 1990     MONUMENTED       GRWAS
 HZ2625
 HZ2625                          STATION DESCRIPTION
 HZ2625
 HZ2625'DESCRIBED BY GRW AERIAL SURVEY 1990
 HZ2625'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF NEW CIRCLE RD ( HWY 4 )
 HZ2625'AND WINCHESTER RD ( HWY 60 ). GO EAST ON HWY 60 FOR 1.20 MILES TO THE
 HZ2625'STATION ON THE LEFT. STATION IS AT THE SERVICE ENTRANCE TO PATCHEN
 HZ2625'WILKES FARM. 6.80FT NORTH OF WEST END OF 18 INCH CMP PIPE. 13.00FT WES
 HZ2625'OF EDGE OF PAVEMENT. 9.70FT SOUTH OF THE SOUTH END OF A SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2636 ***********************************************************************
 HZ2636  DESIGNATION -  LFUCG GPS STA 0076
 HZ2636  PID         -  HZ2636
 HZ2636  STATE/COUNTY-  KY/FAYETTE
 HZ2636  USGS QUAD   -  VERSAILLES (1984)
 HZ2636
 HZ2636                         *CURRENT SURVEY CONTROL
 HZ2636  ___________________________________________________________________
 HZ2636* NAD 83(1993)-  38 00 41.89078(N)    084 38 23.26357(W)     ADJUSTED  
 HZ2636* NAVD 88     -       275.51   (+/-2cm)     903.9    (feet)  VERTCON   
 HZ2636  ___________________________________________________________________
 HZ2636  X           -     470,057.039 (meters)                     COMP
 HZ2636  Y           -  -5,009,821.167 (meters)                     COMP
 HZ2636  Z           -   3,906,610.853 (meters)                     COMP
 HZ2636  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 HZ2636  ELLIP HEIGHT-         242.24  (meters)          (12/20/95) GPS OBS
 HZ2636  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2636
 HZ2636  HORZ ORDER  -  FIRST
 HZ2636  VERT ORDER  -  THIRD ? (See Below)
 HZ2636  ELLP ORDER  -  FOURTH    CLASS I
 HZ2636
 HZ2636.The horizontal coordinates were established by GPS observations
 HZ2636.and adjusted by the National Geodetic Survey in December 1995..
 HZ2636
 HZ2636.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2636.The vertical order pertains to the NGVD 29 superseded value.
 HZ2636
 HZ2636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2636
 HZ2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2636
 HZ2636.The ellipsoidal height was determined by GPS observations
 HZ2636.and is referenced to NAD 83.
 HZ2636
 HZ2636.The geoid height was determined by GEOID03.
 HZ2636
 HZ2636;                    North         East     Units Scale Factor Converg.
 HZ2636;SPC KY1Z     - 1,186,842.270 1,597,485.292   MT  0.99990772   +0 40 53.8
 HZ2636;SPC KY1Z     - 3,893,831.68  5,241,083.00   sFT  0.99990772   +0 40 53.8
 HZ2636;SPC KY N     -    56,862.281   465,769.043   MT  0.99999350   -0 14 32.9
 HZ2636;SPC KY N     -   186,555.67  1,528,110.60   sFT  0.99999350   -0 14 32.9
 HZ2636;UTM  16      - 4,209,735.050   707,201.201   MT  1.00012879   +1 27 14.3
 HZ2636
 HZ2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2636!SPC KY1Z     -   0.99996199  x   0.99990772  =   0.99986971
 HZ2636!SPC KY N     -   0.99996199  x   0.99999350  =   0.99995549
 HZ2636!UTM  16      -   0.99996199  x   1.00012879  =   1.00009078
 HZ2636
 HZ2636:                Primary Azimuth Mark                     Grid Az
 HZ2636:SPC KY1Z     -  LFUCG GPS STA 0080                       112 43 21.8
 HZ2636:SPC KY N     -  LFUCG GPS STA 0080                       113 38 48.5
 HZ2636:UTM  16      -  LFUCG GPS STA 0080                       111 57 01.3
 HZ2636
 HZ2636|---------------------------------------------------------------------|
 HZ2636| PID    Reference Object                     Distance      Geod. Az  |
 HZ2636|                                                           dddmmss.s |
 HZ2636| HZ2640 LFUCG GPS STA 0080                  APPROX. 1.5 KM 1132415.6 |
 HZ2636|---------------------------------------------------------------------|
 HZ2636
 HZ2636                          SUPERSEDED SURVEY CONTROL
 HZ2636
 HZ2636  NAD 83(1986)-  38 00 41.89697(N)    084 38 23.26980(W) AD(       ) 1
 HZ2636  NGVD 29 (10/12/93)  275.66   (m)          904.4    (f) LEVELING    3  
 HZ2636
 HZ2636.Superseded values are not recommended for survey control.
 HZ2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2636.See file dsdata.txt to determine how the superseded data were derived.
 HZ2636
 HZ2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0720109735(NAD 83)
 HZ2636_MARKER: I = METAL ROD
 HZ2636_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2636_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2636_STAMPING: 0076
 HZ2636_MARK LOGO: LFUCG 
 HZ2636_PROJECTION: FLUSH
 HZ2636_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2636+STABILITY: POSITION/ELEVATION WELL
 HZ2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2636+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2636_ROD/PIPE-DEPTH: 2    meters
 HZ2636_SLEEVE-DEPTH  : 1 meters
 HZ2636
 HZ2636  HISTORY     - Date     Condition        Report By
 HZ2636  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2636
 HZ2636                          STATION DESCRIPTION
 HZ2636
 HZ2636'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2636'FROM THE INTERSECTION OF KEEN RD. AND MILITARY RD. TRAVEL WEST ALONG
 HZ2636'MILITARY RD. 3.1 MI (4.99 KM) TO THE STATION ON THE RIGHT. 6.25 FT
 HZ2636'(1.91 M) EAST OF USGS BM TT26 HF 1949, 3.85 FT (1.17 M) SOUTH OF A
 HZ2636'WOVEN WIRE FENCE, 7.3 FT (2.23 M) NORTH OF THE NORTH EDGE OF PAVEMENT
 HZ2636', AND APPROX. 0.11 MI (0.18 KM) EAST OF THE INTERSECTION OF MILITARY
 HZ2636'RD. AND FT.SPRINGS PICKARD RD..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2637 ***********************************************************************
 HZ2637  DESIGNATION -  LFUCG GPS STA 0077
 HZ2637  PID         -  HZ2637
 HZ2637  STATE/COUNTY-  KY/FAYETTE
 HZ2637  USGS QUAD   -  VERSAILLES (1984)
 HZ2637
 HZ2637                         *CURRENT SURVEY CONTROL
 HZ2637  ___________________________________________________________________
 HZ2637* NAD 83(1993)-  38 02 24.42107(N)    084 38 06.90987(W)     ADJUSTED  
 HZ2637* NAVD 88     -       289.31   (+/-2cm)     949.2    (feet)  VERTCON   
 HZ2637  ___________________________________________________________________
 HZ2637  X           -     470,273.173 (meters)                     COMP
 HZ2637  Y           -  -5,007,855.727 (meters)                     COMP
 HZ2637  Z           -   3,909,109.652 (meters)                     COMP
 HZ2637  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 HZ2637  ELLIP HEIGHT-         255.99  (meters)          (12/20/95) GPS OBS
 HZ2637  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HZ2637
 HZ2637  HORZ ORDER  -  FIRST
 HZ2637  VERT ORDER  -  THIRD ? (See Below)
 HZ2637  ELLP ORDER  -  FOURTH    CLASS I
 HZ2637
 HZ2637.The horizontal coordinates were established by GPS observations
 HZ2637.and adjusted by the National Geodetic Survey in December 1995..
 HZ2637
 HZ2637.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2637.The vertical order pertains to the NGVD 29 superseded value.
 HZ2637
 HZ2637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2637
 HZ2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2637
 HZ2637.The ellipsoidal height was determined by GPS observations
 HZ2637.and is referenced to NAD 83.
 HZ2637
 HZ2637.The geoid height was determined by GEOID03.
 HZ2637
 HZ2637;                    North         East     Units Scale Factor Converg.
 HZ2637;SPC KY1Z     - 1,190,007.774 1,597,846.402   MT  0.99990901   +0 41 03.9
 HZ2637;SPC KY1Z     - 3,904,217.17  5,242,267.74   sFT  0.99990901   +0 41 03.9
 HZ2637;SPC KY N     -    60,021.812   466,181.192   MT  0.99998970   -0 14 22.8
 HZ2637;SPC KY N     -   196,921.56  1,529,462.79   sFT  0.99998970   -0 14 22.8
 HZ2637;UTM  16      - 4,212,905.838   707,519.652   MT  1.00013042   +1 27 27.7
 HZ2637
 HZ2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2637!SPC KY1Z     -   0.99995983  x   0.99990901  =   0.99986885
 HZ2637!SPC KY N     -   0.99995983  x   0.99998970  =   0.99994953
 HZ2637!UTM  16      -   0.99995983  x   1.00013042  =   1.00009025
 HZ2637
 HZ2637                          SUPERSEDED SURVEY CONTROL
 HZ2637
 HZ2637  NAD 83(1986)-  38 02 24.42697(N)    084 38 06.91631(W) AD(       ) 1
 HZ2637  NGVD 29 (10/12/93)  289.47   (m)          949.7    (f) LEVELING    3  
 HZ2637
 HZ2637.Superseded values are not recommended for survey control.
 HZ2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2637.See file dsdata.txt to determine how the superseded data were derived.
 HZ2637
 HZ2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0752012906(NAD 83)
 HZ2637_MARKER: I = METAL ROD
 HZ2637_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2637_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2637_STAMPING: 0077
 HZ2637_MARK LOGO: LFUCG 
 HZ2637_PROJECTION: FLUSH
 HZ2637_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2637+STABILITY: POSITION/ELEVATION WELL
 HZ2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2637+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2637_ROD/PIPE-DEPTH: 2    meters
 HZ2637_SLEEVE-DEPTH  : 1 meters
 HZ2637
 HZ2637  HISTORY     - Date     Condition        Report By
 HZ2637  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2637
 HZ2637                          STATION DESCRIPTION
 HZ2637
 HZ2637'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2637'FROM THE INTERSECTION OF VERSAILLES RD. AND MAN-O-WAR BLVD TRAVEL WEST
 HZ2637'ALONG VERSAILLES RD. FOR 2.3 MI (3.70 KM) TO OLD VERSAILLES RD.. TURN
 HZ2637'LEFT ON OLD VERSAILLES RD.  TO THE STATION ON THE RIGHT. MONUMENT
 HZ2637'SETS 50 FT (15.24 M) WEST OF OLD VERSAILLES RD. (AT ITS INTERSECTION
 HZ2637'WITH VERSAILLES RD.), 5.25 FT (1.60 M) NORTH OF A PLANK FENCE, AND 35
 HZ2637'FT (10.67 M) SOUTH EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2638 ***********************************************************************
 HZ2638  CBN         -  This is a Cooperative Base Network Control Station.
 HZ2638  DESIGNATION -  LFUCG GPS STA 0078
 HZ2638  PID         -  HZ2638
 HZ2638  STATE/COUNTY-  KY/FAYETTE
 HZ2638  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2638
 HZ2638                         *CURRENT SURVEY CONTROL
 HZ2638  ___________________________________________________________________
 HZ2638* NAD 83(1993)-  38 02 33.49620(N)    084 36 15.00392(W)     ADJUSTED  
 HZ2638* NAVD 88     -       294.3    (meters)     966.     (feet)  GPS OBS   
 HZ2638  ___________________________________________________________________
 HZ2638  X           -     472,974.197 (meters)                     COMP
 HZ2638  Y           -  -5,007,432.085 (meters)                     COMP
 HZ2638  Z           -   3,909,333.098 (meters)                     COMP
 HZ2638  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 HZ2638  ELLIP HEIGHT-         260.97  (meters)          (11/03/04) GPS OBS
 HZ2638  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ2638
 HZ2638  HORZ ORDER  -  B
 HZ2638  ELLP ORDER  -  THIRD     CLASS I
 HZ2638
 HZ2638.This mark is at Blue Grass Airport (LEX)
 HZ2638
 HZ2638.The horizontal coordinates were established by GPS observations
 HZ2638.and adjusted by the National Geodetic Survey in September 1994..
 HZ2638
 HZ2638.The orthometric height was determined by GPS observations and a
 HZ2638.high-resolution geoid model.
 HZ2638
 HZ2638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2638
 HZ2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2638
 HZ2638.The ellipsoidal height was determined by GPS observations
 HZ2638.and is referenced to NAD 83.
 HZ2638
 HZ2638.The geoid height was determined by GEOID03.
 HZ2638
 HZ2638;                    North         East     Units Scale Factor Converg.
 HZ2638;SPC KY1Z     - 1,190,320.583 1,600,571.301   MT  0.99990913   +0 42 12.6
 HZ2638;SPC KY1Z     - 3,905,243.45  5,251,207.68   sFT  0.99990913   +0 42 12.6
 HZ2638;SPC KY N     -    60,290.664   468,911.001   MT  0.99998937   -0 13 13.1
 HZ2638;SPC KY N     -   197,803.62  1,538,418.84   sFT  0.99998937   -0 13 13.1
 HZ2638;UTM  16      - 4,213,255.479   710,240.702   MT  1.00014442   +1 28 37.1
 HZ2638
 HZ2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2638!SPC KY1Z     -   0.99995905  x   0.99990913  =   0.99986819
 HZ2638!SPC KY N     -   0.99995905  x   0.99998937  =   0.99994842
 HZ2638!UTM  16      -   0.99995905  x   1.00014442  =   1.00010347
 HZ2638
 HZ2638:                Primary Azimuth Mark                     Grid Az
 HZ2638:SPC KY1Z     -  FAA LEX ARP 2                            180 17 21.3
 HZ2638:SPC KY N     -  FAA LEX ARP 2                            181 12 47.0
 HZ2638:UTM  16      -  FAA LEX ARP 2                            179 30 56.8
 HZ2638
 HZ2638|---------------------------------------------------------------------|
 HZ2638| PID    Reference Object                     Distance      Geod. Az  |
 HZ2638|                                                           dddmmss.s |
 HZ2638| HZ2472 FAA LEX ARP 2                       APPROX. 0.5 KM 1805933.9 |
 HZ2638|---------------------------------------------------------------------|
 HZ2638
 HZ2638                          SUPERSEDED SURVEY CONTROL
 HZ2638
 HZ2638  ELLIP H (09/07/94)  260.99   (m)                       GP(       ) 4 1
 HZ2638  NAD 83(1986)-  38 02 33.50324(N)    084 36 15.01019(W) AD(       ) 1
 HZ2638  NGVD 29 (10/12/93)  294.44   (m)          966.0    (f) LEVELING    3  
 HZ2638
 HZ2638.Superseded values are not recommended for survey control.
 HZ2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2638.See file dsdata.txt to determine how the superseded data were derived.
 HZ2638
 HZ2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1024113255(NAD 83)
 HZ2638_MARKER: I = METAL ROD
 HZ2638_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HZ2638+WITH SETTING: INFORMATION.
 HZ2638_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2638_STAMPING: 0078
 HZ2638_MARK LOGO: LFUCG 
 HZ2638_PROJECTION: FLUSH
 HZ2638_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2638+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2002
 HZ2638_ROD/PIPE-DEPTH: 2.00 meters
 HZ2638_SLEEVE-DEPTH  : 1.00 meters
 HZ2638
 HZ2638  HISTORY     - Date     Condition        Report By
 HZ2638  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2638  HISTORY     - 19931216 GOOD             NGS
 HZ2638  HISTORY     - 19940106 GOOD
 HZ2638  HISTORY     - 19960826 GOOD             NGS
 HZ2638  HISTORY     - 20021203 GOOD             WOOLPT
 HZ2638
 HZ2638                          STATION DESCRIPTION
 HZ2638
 HZ2638'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2638'FROM THE INTERSECTION OF VERSAILLES RD. AND MAN-O-WAR BLVD. TRAVEL
 HZ2638'WEST ALONG VERSAILLES RD. FOR 0.60 MI (0.97 KM) TO THE STATION ON THE
 HZ2638'LEFT. STATION IS LOCATED 50 FT (15.24 M) SOUTH OF THE SOUTH EDGE OF
 HZ2638'VERSAILLES RD. 9.55 FT (2.91 M) NORTH OF A CHAIN LINK FENCE TO THE
 HZ2638'BLUEGRASS AIRPORT, 12 FT (3.66 M) NORTH EAST OF THE SOUTH WEST CORNER
 HZ2638'OF A CONCRETE SLAB AT GATE NUMBER 96.
 HZ2638
 HZ2638                          STATION RECOVERY (1993)
 HZ2638
 HZ2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HZ2638'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTHEAST OF FRANKFORT,
 HZ2638'6.0 MI (9.7 KM) WEST OF DOWNTOWN LEXINGTON NEAR THE BLUE GRASS
 HZ2638'AIRPORT. OWNERSHIP-- LEXINGTON COUNTY (R-O-W).
 HZ2638'TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAY 60 AND STATE
 HZ2638'ROUTE 4 (CIRCLE DRIVE).  GO WEST ON U.S. HIGHWAY 60 FOR 1.5 MI
 HZ2638'(2.4 KM) TO THE JUCTION OF MAN OF WAR BOULEVARD ON LEFT.  CONTINUE
 HZ2638'AHEAD WEST ON U.S. HIGHWAY 60 FOR 0.6 MI (1.0 KM) TO THE STATION ON
 HZ2638'LEFT NEAR A STAIRWAY LEADING TO A WALK THROUGH GATE TO AIRPORT
 HZ2638'PROPERY.
 HZ2638'THE STATION IS 11.2 M (36.7 FT) SOUTH FROM U.S. HIGHWAY 60 SOUTH EDGE,
 HZ2638'5.1 M (16.7 FT) NORTHWEST FROM THE WEST POST OF A WALK THROUGH GATE,
 HZ2638'3.61 M (11.84 FT) SOUTH SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 HZ2638'STAIRWAY,  3.0 M (9.8 FT) NORTH FROM A WITNESS POST SET IN CHAIN LINK
 HZ2638'FENCE LINE AND 2.78 M (9.12 FT) WEST FROM THE WEST EDGE OF A CONCRETE
 HZ2638'WALKWAY.
 HZ2638
 HZ2638                          STATION RECOVERY (1994)
 HZ2638
 HZ2638'RECOVERED 1994
 HZ2638'RECOVERED IN GOOD CONDITION.
 HZ2638
 HZ2638                          STATION RECOVERY (1996)
 HZ2638
 HZ2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HZ2638'RECOVERED AS DESCRIBED BY NGS IN 1993.
 HZ2638
 HZ2638                          STATION RECOVERY (2002)
 HZ2638
 HZ2638'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 HZ2638'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2639 ***********************************************************************
 HZ2639  DESIGNATION -  LFUCG GPS STA 0079
 HZ2639  PID         -  HZ2639
 HZ2639  STATE/COUNTY-  KY/FAYETTE
 HZ2639  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2639
 HZ2639                         *CURRENT SURVEY CONTROL
 HZ2639  ___________________________________________________________________
 HZ2639* NAD 83(1993)-  38 01 41.66942(N)    084 35 01.55503(W)     ADJUSTED  
 HZ2639* NAVD 88     -       293.55   (+/-2cm)     963.1    (feet)  VERTCON   
 HZ2639  ___________________________________________________________________
 HZ2639  X           -     474,850.151 (meters)                     COMP
 HZ2639  Y           -  -5,008,243.025 (meters)                     COMP
 HZ2639  Z           -   3,908,074.027 (meters)                     COMP
 HZ2639  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 HZ2639  ELLIP HEIGHT-         260.28  (meters)          (12/20/95) GPS OBS
 HZ2639  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HZ2639
 HZ2639  HORZ ORDER  -  FIRST
 HZ2639  VERT ORDER  -  THIRD ? (See Below)
 HZ2639  ELLP ORDER  -  FOURTH    CLASS I
 HZ2639
 HZ2639.The horizontal coordinates were established by GPS observations
 HZ2639.and adjusted by the National Geodetic Survey in December 1995..
 HZ2639
 HZ2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2639.The vertical order pertains to the NGVD 29 superseded value.
 HZ2639
 HZ2639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2639
 HZ2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2639
 HZ2639.The ellipsoidal height was determined by GPS observations
 HZ2639.and is referenced to NAD 83.
 HZ2639
 HZ2639.The geoid height was determined by GEOID03.
 HZ2639
 HZ2639;                    North         East     Units Scale Factor Converg.
 HZ2639;SPC KY1Z     - 1,188,745.086 1,602,381.930   MT  0.99990844   +0 42 57.7
 HZ2639;SPC KY1Z     - 3,900,074.50  5,257,148.05   sFT  0.99990844   +0 42 57.7
 HZ2639;SPC KY N     -    58,686.050   470,696.140   MT  0.99999125   -0 12 27.4
 HZ2639;SPC KY N     -   192,539.15  1,544,275.59   sFT  0.99999125   -0 12 27.4
 HZ2639;UTM  16      - 4,211,704.187   712,072.868   MT  1.00015395   +1 29 20.7
 HZ2639
 HZ2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2639!SPC KY1Z     -   0.99995916  x   0.99990844  =   0.99986760
 HZ2639!SPC KY N     -   0.99995916  x   0.99999125  =   0.99995041
 HZ2639!UTM  16      -   0.99995916  x   1.00015395  =   1.00011310
 HZ2639
 HZ2639:                Primary Azimuth Mark                     Grid Az
 HZ2639:SPC KY1Z     -  LFUCG GPS STA 0041                       146 29 26.0
 HZ2639:SPC KY N     -  LFUCG GPS STA 0041                       147 24 51.1
 HZ2639:UTM  16      -  LFUCG GPS STA 0041                       145 43 03.0
 HZ2639
 HZ2639|---------------------------------------------------------------------|
 HZ2639| PID    Reference Object                     Distance      Geod. Az  |
 HZ2639|                                                           dddmmss.s |
 HZ2639| HZ2617 LFUCG GPS STA 0041                  APPROX. 1.4 KM 1471223.7 |
 HZ2639|---------------------------------------------------------------------|
 HZ2639
 HZ2639                          SUPERSEDED SURVEY CONTROL
 HZ2639
 HZ2639  NAD 83(1986)-  38 01 41.67678(N)    084 35 01.56117(W) AD(       ) 1
 HZ2639  NGVD 29 (10/12/93)  293.70   (m)          963.6    (f) LEVELING    3  
 HZ2639
 HZ2639.Superseded values are not recommended for survey control.
 HZ2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2639.See file dsdata.txt to determine how the superseded data were derived.
 HZ2639
 HZ2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1207311704(NAD 83)
 HZ2639_MARKER: I = METAL ROD
 HZ2639_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2639_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2639_STAMPING: 0079
 HZ2639_MARK LOGO: LFUCG 
 HZ2639_PROJECTION: FLUSH
 HZ2639_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2639+STABILITY: POSITION/ELEVATION WELL
 HZ2639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2639+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2639_ROD/PIPE-DEPTH: 2    meters
 HZ2639_SLEEVE-DEPTH  : 1 meters
 HZ2639
 HZ2639  HISTORY     - Date     Condition        Report By
 HZ2639  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2639
 HZ2639                          STATION DESCRIPTION
 HZ2639
 HZ2639'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2639'AT THE SOUTH WEST CORNER OF THE INTERSECTION OF MAN-O-WAR BLVD. AND
 HZ2639'PARKERS MILL RD.. MONUMENT SETS 30 FT (9.14 M) WEST OF MAN-O-WAR
 HZ2639'BLVD., 43 FT (13.11 M) . SOUTH OF A POWER POLE. AND 10.3 FT (3.14 M)
 HZ2639'. NORTH OF THE NORTH WEST CORNER OF A TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2640 ***********************************************************************
 HZ2640  DESIGNATION -  LFUCG GPS STA 0080
 HZ2640  PID         -  HZ2640
 HZ2640  STATE/COUNTY-  KY/FAYETTE
 HZ2640  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2640
 HZ2640                         *CURRENT SURVEY CONTROL
 HZ2640  ___________________________________________________________________
 HZ2640* NAD 83(1993)-  38 00 22.49030(N)    084 37 26.62616(W)     ADJUSTED  
 HZ2640* NAVD 88     -       292.12   (+/-2cm)     958.4    (feet)  VERTCON   
 HZ2640  ___________________________________________________________________
 HZ2640  X           -     471,468.387 (meters)                     COMP
 HZ2640  Y           -  -5,010,071.694 (meters)                     COMP
 HZ2640  Z           -   3,906,149.779 (meters)                     COMP
 HZ2640  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 HZ2640  ELLIP HEIGHT-         258.88  (meters)          (12/20/95) GPS OBS
 HZ2640  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HZ2640
 HZ2640  HORZ ORDER  -  FIRST
 HZ2640  VERT ORDER  -  THIRD ? (See Below)
 HZ2640  ELLP ORDER  -  FOURTH    CLASS I
 HZ2640
 HZ2640.The horizontal coordinates were established by GPS observations
 HZ2640.and adjusted by the National Geodetic Survey in December 1995..
 HZ2640
 HZ2640.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2640.The vertical order pertains to the NGVD 29 superseded value.
 HZ2640
 HZ2640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2640
 HZ2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2640
 HZ2640.The ellipsoidal height was determined by GPS observations
 HZ2640.and is referenced to NAD 83.
 HZ2640
 HZ2640.The geoid height was determined by GEOID03.
 HZ2640
 HZ2640;                    North         East     Units Scale Factor Converg.
 HZ2640;SPC KY1Z     - 1,186,260.756 1,598,873.897   MT  0.99990750   +0 41 28.6
 HZ2640;SPC KY1Z     - 3,891,923.83  5,245,638.78   sFT  0.99990750   +0 41 28.6
 HZ2640;SPC KY N     -    56,258.397   467,148.208   MT  0.99999425   -0 13 57.7
 HZ2640;SPC KY N     -   184,574.42  1,532,635.41   sFT  0.99999425   -0 13 57.7
 HZ2640;UTM  16      - 4,209,172.179   708,597.832   MT  1.00013595   +1 27 48.6
 HZ2640
 HZ2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2640!SPC KY1Z     -   0.99995938  x   0.99990750  =   0.99986688
 HZ2640!SPC KY N     -   0.99995938  x   0.99999425  =   0.99995363
 HZ2640!UTM  16      -   0.99995938  x   1.00013595  =   1.00009532
 HZ2640
 HZ2640:                Primary Azimuth Mark                     Grid Az
 HZ2640:SPC KY1Z     -  LFUCG GPS STA 0076                       292 43 21.9
 HZ2640:SPC KY N     -  LFUCG GPS STA 0076                       293 38 48.2
 HZ2640:UTM  16      -  LFUCG GPS STA 0076                       291 57 01.9
 HZ2640
 HZ2640|---------------------------------------------------------------------|
 HZ2640| PID    Reference Object                     Distance      Geod. Az  |
 HZ2640|                                                           dddmmss.s |
 HZ2640| HZ2636 LFUCG GPS STA 0076                  APPROX. 1.5 KM 2932450.5 |
 HZ2640|---------------------------------------------------------------------|
 HZ2640
 HZ2640                          SUPERSEDED SURVEY CONTROL
 HZ2640
 HZ2640  NAD 83(1986)-  38 00 22.49703(N)    084 37 26.63222(W) AD(       ) 1
 HZ2640  NGVD 29 (10/12/93)  292.27   (m)          958.9    (f) LEVELING    3  
 HZ2640
 HZ2640.Superseded values are not recommended for survey control.
 HZ2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2640.See file dsdata.txt to determine how the superseded data were derived.
 HZ2640
 HZ2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0859809172(NAD 83)
 HZ2640_MARKER: I = METAL ROD
 HZ2640_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2640_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2640_STAMPING: 0080
 HZ2640_MARK LOGO: LFUCG 
 HZ2640_PROJECTION: FLUSH
 HZ2640_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2640+STABILITY: POSITION/ELEVATION WELL
 HZ2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2640+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2640_ROD/PIPE-DEPTH: 2    meters
 HZ2640_SLEEVE-DEPTH  : 1 meters
 HZ2640
 HZ2640  HISTORY     - Date     Condition        Report By
 HZ2640  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2640
 HZ2640                          STATION DESCRIPTION
 HZ2640
 HZ2640'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2640'FROM THE INTERSECTION OF MILITARY RD. AND KEEN RD. TRAVEL WEST ALONG
 HZ2640'MILITARY RD. FOR 1.9 MI (3.06 KM) TO THE STATION ON THE RIGHT. THE
 HZ2640'MONUMENT SETS 8.5 FT (2.59 M) NORTH OF THE NORTH EDGE OF MILITARY RD.
 HZ2640', 90 FT (27.43 M) NORTH WEST OF MILE MARKER 2, AND 9 FT (2.74 M) SOUTH
 HZ2640'OF A WOVEN WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2641 ***********************************************************************
 HZ2641  DESIGNATION -  LFUCG GPS STA 0081
 HZ2641  PID         -  HZ2641
 HZ2641  STATE/COUNTY-  KY/FAYETTE
 HZ2641  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2641
 HZ2641                         *CURRENT SURVEY CONTROL
 HZ2641  ___________________________________________________________________
 HZ2641* NAD 83(1993)-  38 05 43.61944(N)    084 36 41.09592(W)     ADJUSTED  
 HZ2641* NAVD 88     -       283.14   (+/-2cm)     928.9    (feet)  VERTCON   
 HZ2641  ___________________________________________________________________
 HZ2641  X           -     472,000.476 (meters)                     COMP
 HZ2641  Y           -  -5,003,884.321 (meters)                     COMP
 HZ2641  Z           -   3,913,941.338 (meters)                     COMP
 HZ2641  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 HZ2641  ELLIP HEIGHT-         249.74  (meters)          (12/20/95) GPS OBS
 HZ2641  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HZ2641
 HZ2641  HORZ ORDER  -  FIRST
 HZ2641  VERT ORDER  -  THIRD ? (See Below)
 HZ2641  ELLP ORDER  -  FOURTH    CLASS I
 HZ2641
 HZ2641.The horizontal coordinates were established by GPS observations
 HZ2641.and adjusted by the National Geodetic Survey in December 1995..
 HZ2641
 HZ2641.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2641.The vertical order pertains to the NGVD 29 superseded value.
 HZ2641
 HZ2641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2641
 HZ2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2641
 HZ2641.The ellipsoidal height was determined by GPS observations
 HZ2641.and is referenced to NAD 83.
 HZ2641
 HZ2641.The geoid height was determined by GEOID03.
 HZ2641
 HZ2641;                    North         East     Units Scale Factor Converg.
 HZ2641;SPC KY1Z     - 1,196,173.853 1,599,863.673   MT  0.99991222   +0 41 56.6
 HZ2641;SPC KY1Z     - 3,924,447.05  5,248,886.07   sFT  0.99991222   +0 41 56.6
 HZ2641;SPC KY N     -    66,155.025   468,297.793   MT  0.99998301   -0 13 29.4
 HZ2641;SPC KY N     -   217,043.61  1,536,407.01   sFT  0.99998301   -0 13 29.4
 HZ2641;UTM  16      - 4,219,100.005   709,453.854   MT  1.00014034   +1 28 27.2
 HZ2641
 HZ2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2641!SPC KY1Z     -   0.99996081  x   0.99991222  =   0.99987304
 HZ2641!SPC KY N     -   0.99996081  x   0.99998301  =   0.99994382
 HZ2641!UTM  16      -   0.99996081  x   1.00014034  =   1.00010115
 HZ2641
 HZ2641                          SUPERSEDED SURVEY CONTROL
 HZ2641
 HZ2641  NAD 83(1986)-  38 05 43.62651(N)    084 36 41.10227(W) AD(       ) 1
 HZ2641  NGVD 29 (10/12/93)  283.30   (m)          929.5    (f) LEVELING    3  
 HZ2641
 HZ2641.Superseded values are not recommended for survey control.
 HZ2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2641.See file dsdata.txt to determine how the superseded data were derived.
 HZ2641
 HZ2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0945419100(NAD 83)
 HZ2641_MARKER: I = METAL ROD
 HZ2641_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2641_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2641_STAMPING: 0081
 HZ2641_MARK LOGO: LFUCG 
 HZ2641_PROJECTION: FLUSH
 HZ2641_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2641+STABILITY: POSITION/ELEVATION WELL
 HZ2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2641+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2641_ROD/PIPE-DEPTH: 2    meters
 HZ2641_SLEEVE-DEPTH  : 1 meters
 HZ2641
 HZ2641  HISTORY     - Date     Condition        Report By
 HZ2641  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2641
 HZ2641                          STATION DESCRIPTION
 HZ2641
 HZ2641'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2641'FROM THE INTERSECTION OF OLD FRANKFORT PIKE AND YARNALTON RD. TRAVEL
 HZ2641'WEST ALONG OLD FRANKFORT PIKE FOR 0.62 MI (1.00 KM) TO THE STATION ON
 HZ2641'THE LEFT. STATION IS 10 FT (3.05 M) SOUTH OF THE SOUTH EDGE OF OLD
 HZ2641'FRANKFORT PIKE, 15 FT (4.57 M) NORTH OF A PLANK FENCE, AND 135 FT
 HZ2641'(41.15 M) WEST OF THE WEST EDGE OF THE ASPHALT ENTRANCE TO 4444 OLD
 HZ2641'FRANKFORT PIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2642 ***********************************************************************
 HZ2642  DESIGNATION -  LFUCG GPS STA 0082
 HZ2642  PID         -  HZ2642
 HZ2642  STATE/COUNTY-  KY/FAYETTE
 HZ2642  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2642
 HZ2642                         *CURRENT SURVEY CONTROL
 HZ2642  ___________________________________________________________________
 HZ2642* NAD 83(1993)-  38 06 32.82721(N)    084 34 54.12819(W)     ADJUSTED  
 HZ2642* NAVD 88     -       270.35   (+/-2cm)     887.0    (feet)  VERTCON   
 HZ2642  ___________________________________________________________________
 HZ2642  X           -     474,506.038 (meters)                     COMP
 HZ2642  Y           -  -5,002,696.758 (meters)                     COMP
 HZ2642  Z           -   3,915,127.394 (meters)                     COMP
 HZ2642  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 HZ2642  ELLIP HEIGHT-         236.93  (meters)          (12/20/95) GPS OBS
 HZ2642  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ2642
 HZ2642  HORZ ORDER  -  FIRST
 HZ2642  VERT ORDER  -  THIRD ? (See Below)
 HZ2642  ELLP ORDER  -  FOURTH    CLASS I
 HZ2642
 HZ2642.The horizontal coordinates were established by GPS observations
 HZ2642.and adjusted by the National Geodetic Survey in December 1995..
 HZ2642
 HZ2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2642.The vertical order pertains to the NGVD 29 superseded value.
 HZ2642
 HZ2642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2642
 HZ2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2642
 HZ2642.The ellipsoidal height was determined by GPS observations
 HZ2642.and is referenced to NAD 83.
 HZ2642
 HZ2642.The geoid height was determined by GEOID03.
 HZ2642
 HZ2642;                    North         East     Units Scale Factor Converg.
 HZ2642;SPC KY1Z     - 1,197,723.031 1,602,450.656   MT  0.99991316   +0 43 02.2
 HZ2642;SPC KY1Z     - 3,929,529.64  5,257,373.53   sFT  0.99991316   +0 43 02.2
 HZ2642;SPC KY N     -    67,662.399   470,909.596   MT  0.99998150   -0 12 22.8
 HZ2642;SPC KY N     -   221,989.05  1,544,975.90   sFT  0.99998150   -0 12 22.8
 HZ2642;UTM  16      - 4,220,684.424   712,020.234   MT  1.00015367   +1 29 34.9
 HZ2642
 HZ2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2642!SPC KY1Z     -   0.99996282  x   0.99991316  =   0.99987599
 HZ2642!SPC KY N     -   0.99996282  x   0.99998150  =   0.99994432
 HZ2642!UTM  16      -   0.99996282  x   1.00015367  =   1.00011649
 HZ2642
 HZ2642                          SUPERSEDED SURVEY CONTROL
 HZ2642
 HZ2642  NAD 83(1986)-  38 06 32.83462(N)    084 34 54.13448(W) AD(       ) 1
 HZ2642  NGVD 29 (10/12/93)  270.51   (m)          887.5    (f) LEVELING    3  
 HZ2642
 HZ2642.Superseded values are not recommended for survey control.
 HZ2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2642.See file dsdata.txt to determine how the superseded data were derived.
 HZ2642
 HZ2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1202020684(NAD 83)
 HZ2642_MARKER: I = METAL ROD
 HZ2642_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2642_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2642_STAMPING: 0082
 HZ2642_MARK LOGO: LFUCG 
 HZ2642_PROJECTION: FLUSH
 HZ2642_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2642+STABILITY: POSITION/ELEVATION WELL
 HZ2642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2642+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2642_ROD/PIPE-DEPTH: 2    meters
 HZ2642_SLEEVE-DEPTH  : 1 meters
 HZ2642
 HZ2642  HISTORY     - Date     Condition        Report By
 HZ2642  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2642
 HZ2642                          STATION DESCRIPTION
 HZ2642
 HZ2642'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2642'FROM THE INTERSECTION OF LEESTOWN ROAD AND YARNALTON ROAD TRAVEL EAST
 HZ2642'ALONG LEESTOWN RD. FOR 0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT.
 HZ2642'STATION IS 4 FT (1.22 M) SOUTH OF A POWER POLE AND 9 FT (2.74 M)
 HZ2642'NORTH OF A WOVEN WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2643 ***********************************************************************
 HZ2643  DESIGNATION -  LFUCG GPS STA 0083
 HZ2643  PID         -  HZ2643
 HZ2643  STATE/COUNTY-  KY/FAYETTE
 HZ2643  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2643
 HZ2643                         *CURRENT SURVEY CONTROL
 HZ2643  ___________________________________________________________________
 HZ2643* NAD 83(1993)-  38 07 11.50737(N)    084 32 07.87427(W)     ADJUSTED  
 HZ2643* NAVD 88     -       293.25   (+/-2cm)     962.1    (feet)  VERTCON   
 HZ2643  ___________________________________________________________________
 HZ2643  X           -     478,469.777 (meters)                     COMP
 HZ2643  Y           -  -5,001,597.779 (meters)                     COMP
 HZ2643  Z           -   3,916,079.884 (meters)                     COMP
 HZ2643  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 HZ2643  ELLIP HEIGHT-         259.81  (meters)          (12/20/95) GPS OBS
 HZ2643  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ2643
 HZ2643  HORZ ORDER  -  FIRST
 HZ2643  VERT ORDER  -  THIRD ? (See Below)
 HZ2643  ELLP ORDER  -  FOURTH    CLASS I
 HZ2643
 HZ2643.The horizontal coordinates were established by GPS observations
 HZ2643.and adjusted by the National Geodetic Survey in December 1995..
 HZ2643
 HZ2643.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2643.The vertical order pertains to the NGVD 29 superseded value.
 HZ2643
 HZ2643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2643
 HZ2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2643
 HZ2643.The ellipsoidal height was determined by GPS observations
 HZ2643.and is referenced to NAD 83.
 HZ2643
 HZ2643.The geoid height was determined by GEOID03.
 HZ2643
 HZ2643;                    North         East     Units Scale Factor Converg.
 HZ2643;SPC KY1Z     - 1,198,967.152 1,606,484.685   MT  0.99991394   +0 44 44.3
 HZ2643;SPC KY1Z     - 3,933,611.40  5,270,608.50   sFT  0.99991394   +0 44 44.3
 HZ2643;SPC KY N     -    68,841.424   474,963.425   MT  0.99998035   -0 10 39.4
 HZ2643;SPC KY N     -   225,857.24  1,558,275.84   sFT  0.99998035   -0 10 39.4
 HZ2643;UTM  16      - 4,221,983.392   716,038.051   MT  1.00017485   +1 31 19.0
 HZ2643
 HZ2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2643!SPC KY1Z     -   0.99995923  x   0.99991394  =   0.99987318
 HZ2643!SPC KY N     -   0.99995923  x   0.99998035  =   0.99993959
 HZ2643!UTM  16      -   0.99995923  x   1.00017485  =   1.00013408
 HZ2643
 HZ2643                          SUPERSEDED SURVEY CONTROL
 HZ2643
 HZ2643  NAD 83(1986)-  38 07 11.51480(N)    084 32 07.88118(W) AD(       ) 1
 HZ2643  NGVD 29 (10/12/93)  293.41   (m)          962.6    (f) LEVELING    3  
 HZ2643
 HZ2643.Superseded values are not recommended for survey control.
 HZ2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2643.See file dsdata.txt to determine how the superseded data were derived.
 HZ2643
 HZ2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1603821983(NAD 83)
 HZ2643_MARKER: I = METAL ROD
 HZ2643_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2643_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2643_STAMPING: 0083
 HZ2643_MARK LOGO: LFUCG 
 HZ2643_PROJECTION: FLUSH
 HZ2643_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2643+STABILITY: POSITION/ELEVATION WELL
 HZ2643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2643+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2643_ROD/PIPE-DEPTH: 2    meters
 HZ2643_SLEEVE-DEPTH  : 1 meters
 HZ2643
 HZ2643  HISTORY     - Date     Condition        Report By
 HZ2643  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2643
 HZ2643                          STATION DESCRIPTION
 HZ2643
 HZ2643'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2643'FROM THE INTERSECTION OF I-75 NORTH/I-64 WEST AND NEWTOWN RD. TRAVEL
 HZ2643'ALONG I-75 NORTH/I-64 WEST TO THEIR JUNCTURE. CONTINUE ALONG I-64
 HZ2643'WEST FOR 0.50 MI (0.80 KM) TO THE STATION ON THE RIGHT WEST OF MILE
 HZ2643'MARKER 74). STATION IS 61 FT (18.59 M) NORTH OF THE NORTH EDGE OF THE
 HZ2643'WEST BOUND LANE OF I-64 AND 4.35 FT (1.33 M) SOUTH OF A WOVEN WIRE
 HZ2643'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2644 ***********************************************************************
 HZ2644  DESIGNATION -  LFUCG GPS STA 0084
 HZ2644  PID         -  HZ2644
 HZ2644  STATE/COUNTY-  KY/FAYETTE
 HZ2644  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ2644
 HZ2644                         *CURRENT SURVEY CONTROL
 HZ2644  ___________________________________________________________________
 HZ2644* NAD 83(1993)-  38 06 44.32837(N)    084 30 46.79088(W)     ADJUSTED  
 HZ2644* NAVD 88     -       285.46   (+/-2cm)     936.5    (feet)  VERTCON   
 HZ2644  ___________________________________________________________________
 HZ2644  X           -     480,484.768 (meters)                     COMP
 HZ2644  Y           -  -5,001,918.191 (meters)                     COMP
 HZ2644  Z           -   3,915,415.791 (meters)                     COMP
 HZ2644  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 HZ2644  ELLIP HEIGHT-         252.11  (meters)          (12/20/95) GPS OBS
 HZ2644  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HZ2644
 HZ2644  HORZ ORDER  -  FIRST
 HZ2644  VERT ORDER  -  THIRD ? (See Below)
 HZ2644  ELLP ORDER  -  FOURTH    CLASS I
 HZ2644
 HZ2644.The horizontal coordinates were established by GPS observations
 HZ2644.and adjusted by the National Geodetic Survey in December 1995..
 HZ2644
 HZ2644.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2644.The vertical order pertains to the NGVD 29 superseded value.
 HZ2644
 HZ2644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2644
 HZ2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2644
 HZ2644.The ellipsoidal height was determined by GPS observations
 HZ2644.and is referenced to NAD 83.
 HZ2644
 HZ2644.The geoid height was determined by GEOID03.
 HZ2644
 HZ2644;                    North         East     Units Scale Factor Converg.
 HZ2644;SPC KY1Z     - 1,198,155.227 1,608,470.492   MT  0.99991339   +0 45 34.1
 HZ2644;SPC KY1Z     - 3,930,947.61  5,277,123.61   sFT  0.99991339   +0 45 34.1
 HZ2644;SPC KY N     -    67,997.554   476,936.026   MT  0.99998116   -0 09 49.0
 HZ2644;SPC KY N     -   223,088.64  1,564,747.61   sFT  0.99998116   -0 09 49.0
 HZ2644;UTM  16      - 4,221,198.234   718,035.207   MT  1.00018553   +1 32 08.1
 HZ2644
 HZ2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2644!SPC KY1Z     -   0.99996044  x   0.99991339  =   0.99987384
 HZ2644!SPC KY N     -   0.99996044  x   0.99998116  =   0.99994160
 HZ2644!UTM  16      -   0.99996044  x   1.00018553  =   1.00014597
 HZ2644
 HZ2644                          SUPERSEDED SURVEY CONTROL
 HZ2644
 HZ2644  NAD 83(1986)-  38 06 44.33586(N)    084 30 46.79740(W) AD(       ) 1
 HZ2644  NGVD 29 (06/12/95)  285.62   (m)          937.1    (f) LEVELING    3  
 HZ2644
 HZ2644.Superseded values are not recommended for survey control.
 HZ2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2644.See file dsdata.txt to determine how the superseded data were derived.
 HZ2644
 HZ2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1803521198(NAD 83)
 HZ2644_MARKER: I = METAL ROD
 HZ2644_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2644_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2644_STAMPING: 0084
 HZ2644_MARK LOGO: LFUCG 
 HZ2644_PROJECTION: FLUSH
 HZ2644_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2644+STABILITY: POSITION/ELEVATION WELL
 HZ2644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2644+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 HZ2644_ROD/PIPE-DEPTH: 2    meters
 HZ2644_SLEEVE-DEPTH  : 1 meters
 HZ2644
 HZ2644  HISTORY     - Date     Condition        Report By
 HZ2644  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2644  HISTORY     - 19940921 GOOD             GRWAS
 HZ2644
 HZ2644                          STATION DESCRIPTION
 HZ2644
 HZ2644'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2644'FROM THE INTERSECTION OF NEW CIRCLE RD AND GEORGETOWN ROAD TRAVEL
 HZ2644'NORTH ON GEORGETOWN RD. FOR 2.60 MI (4.18 KM) . TURN RIGHT TO A
 HZ2644'ASPHALT DRIVE FOR THE UNIVERSITY OF KENTUCKY AGRICULTUAL EXPERIMENT
 HZ2644'STATION RESEARCH FARM. CONTINUE ALONG ASPHALT DRIVE FOR 0.35 MI
 HZ2644'(0.56 KM) TO THE STATION ON THE LEFT. STATION IS LOCATED TO THE NORTH
 HZ2644'WEST OF A BEND IN THE DRIVE TO THE RIGHT 3.75 FT (1.14 M) SOUTH WEST
 HZ2644'OF A WOOD CORNER POST, 5 FT (1.52 M) SOUTH WEST OF A IRON POST, AND
 HZ2644'7.3 FT (2.23 M) NORTH EAST OF A WOOD FENCE POST.
 HZ2644
 HZ2644                          STATION RECOVERY (1994)
 HZ2644
 HZ2644'RECOVERY NOTE BY GRW AERIAL SURVEY 1994 (ROR)
 HZ2644'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2645 ***********************************************************************
 HZ2645  DESIGNATION -  LFUCG GPS STA 0085
 HZ2645  PID         -  HZ2645
 HZ2645  STATE/COUNTY-  KY/FAYETTE
 HZ2645  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2645
 HZ2645                         *CURRENT SURVEY CONTROL
 HZ2645  ___________________________________________________________________
 HZ2645* NAD 83(1993)-  38 06 13.09514(N)    084 27 28.04802(W)     ADJUSTED  
 HZ2645* NAVD 88     -       290.99   (+/-2cm)     954.7    (feet)  VERTCON   
 HZ2645  ___________________________________________________________________
 HZ2645  X           -     485,361.884 (meters)                     COMP
 HZ2645  Y           -  -5,002,048.872 (meters)                     COMP
 HZ2645  Z           -   3,914,661.484 (meters)                     COMP
 HZ2645  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 HZ2645  ELLIP HEIGHT-         257.73  (meters)          (12/20/95) GPS OBS
 HZ2645  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ2645
 HZ2645  HORZ ORDER  -  FIRST
 HZ2645  VERT ORDER  -  THIRD ? (See Below)
 HZ2645  ELLP ORDER  -  FOURTH    CLASS I
 HZ2645
 HZ2645.The horizontal coordinates were established by GPS observations
 HZ2645.and adjusted by the National Geodetic Survey in December 1995..
 HZ2645
 HZ2645.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2645.The vertical order pertains to the NGVD 29 superseded value.
 HZ2645
 HZ2645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2645
 HZ2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2645
 HZ2645.The ellipsoidal height was determined by GPS observations
 HZ2645.and is referenced to NAD 83.
 HZ2645
 HZ2645.The geoid height was determined by GEOID03.
 HZ2645
 HZ2645;                    North         East     Units Scale Factor Converg.
 HZ2645;SPC KY1Z     - 1,197,257.991 1,613,324.466   MT  0.99991278   +0 47 36.1
 HZ2645;SPC KY1Z     - 3,928,003.93  5,293,048.69   sFT  0.99991278   +0 47 36.1
 HZ2645;SPC KY N     -    67,022.189   481,775.251   MT  0.99998210   -0 07 45.3
 HZ2645;SPC KY N     -   219,888.63  1,580,624.30   sFT  0.99998210   -0 07 45.3
 HZ2645;UTM  16      - 4,220,366.589   722,902.278   MT  1.00021197   +1 34 09.9
 HZ2645
 HZ2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2645!SPC KY1Z     -   0.99995956  x   0.99991278  =   0.99987234
 HZ2645!SPC KY N     -   0.99995956  x   0.99998210  =   0.99994166
 HZ2645!UTM  16      -   0.99995956  x   1.00021197  =   1.00017152
 HZ2645
 HZ2645                          SUPERSEDED SURVEY CONTROL
 HZ2645
 HZ2645  NAD 83(1986)-  38 06 13.10266(N)    084 27 28.05371(W) AD(       ) 1
 HZ2645  NGVD 29 (10/12/93)  291.15   (m)          955.2    (f) LEVELING    3  
 HZ2645
 HZ2645.Superseded values are not recommended for survey control.
 HZ2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2645.See file dsdata.txt to determine how the superseded data were derived.
 HZ2645
 HZ2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2290220367(NAD 83)
 HZ2645_MARKER: I = METAL ROD
 HZ2645_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2645_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2645_STAMPING: 0085
 HZ2645_MARK LOGO: LFUCG 
 HZ2645_PROJECTION: FLUSH
 HZ2645_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2645+STABILITY: POSITION/ELEVATION WELL
 HZ2645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2645+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2645_ROD/PIPE-DEPTH: 2    meters
 HZ2645_SLEEVE-DEPTH  : 1 meters
 HZ2645
 HZ2645  HISTORY     - Date     Condition        Report By
 HZ2645  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2645
 HZ2645                          STATION DESCRIPTION
 HZ2645
 HZ2645'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2645'FROM THE INTERSECTION OF NEW CIRCLE RD. AND RUSSELL CAVE RD TRAVEL
 HZ2645'NORTH EAST ALONG RUSSELL CAVE RD. FOR 2.50 MI (4.02 KM) TO THE
 HZ2645'STATION ON THE RIGHT. STATION IS 14.45 FT (4.40 M) SOUTHEAST OF THE
 HZ2645'SOUTH EDGE OF RUSSELL CAVE RD., 9.2 FT (2.80 M) NORTH WEST OF A WATER
 HZ2645'METER, AND 4 FT (1.22 M) NORTH OF A CURVED PLANK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2646 ***********************************************************************
 HZ2646  DESIGNATION -  LFUCG GPS STA 0086
 HZ2646  PID         -  HZ2646
 HZ2646  STATE/COUNTY-  KY/FAYETTE
 HZ2646  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2646
 HZ2646                         *CURRENT SURVEY CONTROL
 HZ2646  ___________________________________________________________________
 HZ2646* NAD 83(1993)-  38 07 27.26929(N)    084 26 28.66416(W)     ADJUSTED  
 HZ2646* NAVD 88     -       292.12   (+/-2cm)     958.4    (feet)  VERTCON   
 HZ2646  ___________________________________________________________________
 HZ2646  X           -     486,665.295 (meters)                     COMP
 HZ2646  Y           -  -5,000,504.704 (meters)                     COMP
 HZ2646  Z           -   3,916,461.570 (meters)                     COMP
 HZ2646  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 HZ2646  ELLIP HEIGHT-         258.75  (meters)          (12/20/95) GPS OBS
 HZ2646  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HZ2646
 HZ2646  HORZ ORDER  -  FIRST
 HZ2646  VERT ORDER  -  THIRD ? (See Below)
 HZ2646  ELLP ORDER  -  FOURTH    CLASS I
 HZ2646
 HZ2646.The horizontal coordinates were established by GPS observations
 HZ2646.and adjusted by the National Geodetic Survey in December 1995..
 HZ2646
 HZ2646.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2646.The vertical order pertains to the NGVD 29 superseded value.
 HZ2646
 HZ2646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2646
 HZ2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2646
 HZ2646.The ellipsoidal height was determined by GPS observations
 HZ2646.and is referenced to NAD 83.
 HZ2646
 HZ2646.The geoid height was determined by GEOID03.
 HZ2646
 HZ2646;                    North         East     Units Scale Factor Converg.
 HZ2646;SPC KY1Z     - 1,199,564.735 1,614,738.932   MT  0.99991427   +0 48 12.6
 HZ2646;SPC KY1Z     - 3,935,571.97  5,297,689.31   sFT  0.99991427   +0 48 12.6
 HZ2646;SPC KY N     -    69,306.014   483,226.772   MT  0.99997990   -0 07 08.4
 HZ2646;SPC KY N     -   227,381.48  1,585,386.50   sFT  0.99997990   -0 07 08.4
 HZ2646;UTM  16      - 4,222,692.992   724,285.774   MT  1.00021958   +1 34 49.2
 HZ2646
 HZ2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2646!SPC KY1Z     -   0.99995940  x   0.99991427  =   0.99987367
 HZ2646!SPC KY N     -   0.99995940  x   0.99997990  =   0.99993930
 HZ2646!UTM  16      -   0.99995940  x   1.00021958  =   1.00017897
 HZ2646
 HZ2646                          SUPERSEDED SURVEY CONTROL
 HZ2646
 HZ2646  NAD 83(1986)-  38 07 27.27671(N)    084 26 28.67028(W) AD(       ) 1
 HZ2646  NGVD 29 (06/12/95)  292.29   (m)          959.0    (f) LEVELING    3  
 HZ2646
 HZ2646.Superseded values are not recommended for survey control.
 HZ2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2646.See file dsdata.txt to determine how the superseded data were derived.
 HZ2646
 HZ2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2428622693(NAD 83)
 HZ2646_MARKER: I = METAL ROD
 HZ2646_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2646_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2646_STAMPING: 0086
 HZ2646_MARK LOGO: LFUCG 
 HZ2646_PROJECTION: FLUSH
 HZ2646_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2646+STABILITY: POSITION/ELEVATION WELL
 HZ2646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2646+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 HZ2646_ROD/PIPE-DEPTH: 2    meters
 HZ2646_SLEEVE-DEPTH  : 1 meters
 HZ2646
 HZ2646  HISTORY     - Date     Condition        Report By
 HZ2646  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2646  HISTORY     - 19940921 GOOD             GRWAS
 HZ2646
 HZ2646                          STATION DESCRIPTION
 HZ2646
 HZ2646'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2646'STATION SETS ON THE SOUTH SIDE OF RUSSELL CAVE ROAD JUST WEST OF ITS
 HZ2646'INTERSECTION WITH HUFFMAN MILL RD.. STATION IS 36 FT (10.97 M) WEST
 HZ2646'OF A POWER POLE AT THE SOUTH WEST CORNER OF THE INTERSECTION OF
 HZ2646'RUSSELL CAVE RD. WITH THE DRIVE TO DOMINO STUD FARM, 4 FT (1.22 M)
 HZ2646'NORTH OF A PLANK FENCE, AND 13.75 FT (4.19 M) SOUTH OF THE SOUTH EDGE
 HZ2646'OF RUSSEELL CAVE RD..
 HZ2646
 HZ2646                          STATION RECOVERY (1994)
 HZ2646
 HZ2646'RECOVERY NOTE BY GRW AERIAL SURVEY 1994 (ROR)
 HZ2646'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2647 ***********************************************************************
 HZ2647  DESIGNATION -  LFUCG GPS STA 0087
 HZ2647  PID         -  HZ2647
 HZ2647  STATE/COUNTY-  KY/FAYETTE
 HZ2647  USGS QUAD   -  CENTERVILLE (1984)
 HZ2647
 HZ2647                         *CURRENT SURVEY CONTROL
 HZ2647  ___________________________________________________________________
 HZ2647* NAD 83(1993)-  38 09 39.69102(N)    084 26 00.36919(W)     ADJUSTED  
 HZ2647* NAVD 88     -       287.66   (+/-2cm)     943.8    (feet)  VERTCON   
 HZ2647  ___________________________________________________________________
 HZ2647  X           -     487,106.278 (meters)                     COMP
 HZ2647  Y           -  -4,997,924.380 (meters)                     COMP
 HZ2647  Z           -   3,919,670.036 (meters)                     COMP
 HZ2647  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 HZ2647  ELLIP HEIGHT-         254.18  (meters)          (12/20/95) GPS OBS
 HZ2647  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ2647
 HZ2647  HORZ ORDER  -  FIRST
 HZ2647  VERT ORDER  -  THIRD ? (See Below)
 HZ2647  ELLP ORDER  -  FOURTH    CLASS I
 HZ2647
 HZ2647.The horizontal coordinates were established by GPS observations
 HZ2647.and adjusted by the National Geodetic Survey in December 1995..
 HZ2647
 HZ2647.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2647.The vertical order pertains to the NGVD 29 superseded value.
 HZ2647
 HZ2647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2647
 HZ2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2647
 HZ2647.The ellipsoidal height was determined by GPS observations
 HZ2647.and is referenced to NAD 83.
 HZ2647
 HZ2647.The geoid height was determined by GEOID03.
 HZ2647
 HZ2647;                    North         East     Units Scale Factor Converg.
 HZ2647;SPC KY1Z     - 1,203,656.651 1,615,370.381   MT  0.99991724   +0 48 29.9
 HZ2647;SPC KY1Z     - 3,948,996.86  5,299,760.99   sFT  0.99991724   +0 48 29.9
 HZ2647;SPC KY N     -    73,387.488   483,924.060   MT  0.99997628   -0 06 50.8
 HZ2647;SPC KY N     -   240,772.12  1,587,674.19   sFT  0.99997628   -0 06 50.8
 HZ2647;UTM  16      - 4,226,794.352   724,861.816   MT  1.00022277   +1 35 11.3
 HZ2647
 HZ2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2647!SPC KY1Z     -   0.99996012  x   0.99991724  =   0.99987736
 HZ2647!SPC KY N     -   0.99996012  x   0.99997628  =   0.99993640
 HZ2647!UTM  16      -   0.99996012  x   1.00022277  =   1.00018288
 HZ2647
 HZ2647                          SUPERSEDED SURVEY CONTROL
 HZ2647
 HZ2647  NAD 83(1986)-  38 09 39.69846(N)    084 26 00.37528(W) AD(       ) 1
 HZ2647  NGVD 29 (10/12/93)  287.83   (m)          944.3    (f) LEVELING    3  
 HZ2647
 HZ2647.Superseded values are not recommended for survey control.
 HZ2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2647.See file dsdata.txt to determine how the superseded data were derived.
 HZ2647
 HZ2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2486226794(NAD 83)
 HZ2647_MARKER: I = METAL ROD
 HZ2647_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2647_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2647_STAMPING: 0087
 HZ2647_MARK LOGO: LFUCG 
 HZ2647_PROJECTION: FLUSH
 HZ2647_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2647+STABILITY: POSITION/ELEVATION WELL
 HZ2647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2647+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2647_ROD/PIPE-DEPTH: 2    meters
 HZ2647_SLEEVE-DEPTH  : 1 meters
 HZ2647
 HZ2647  HISTORY     - Date     Condition        Report By
 HZ2647  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2647
 HZ2647                          STATION DESCRIPTION
 HZ2647
 HZ2647'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2647'FROM THE INTERSECTION OF LEMONS MILL RD. AND HUFFMAN MILL RD. TRAVEL
 HZ2647'EAST ALONG LEMONS MILL RD. FOR 0.18 MI (0.29 KM) TO THE STATION ON
 HZ2647'THE LEFT. STATION IS LOCATED 9.75 FT (2.97 M) NORTH OF THE NORTH EDGE
 HZ2647'OF LEMONS MILL RD.,4 FT SOUTH OF A PLANK FENCE, AND 61 FT (18.59 M)
 HZ2647'FROM A TANGENT POST IN THE PLANK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2648 ***********************************************************************
 HZ2648  DESIGNATION -  LFUCG GPS STA 0088
 HZ2648  PID         -  HZ2648
 HZ2648  STATE/COUNTY-  KY/FAYETTE
 HZ2648  USGS QUAD   -  CENTERVILLE (1984)
 HZ2648
 HZ2648                         *CURRENT SURVEY CONTROL
 HZ2648  ___________________________________________________________________
 HZ2648* NAD 83(1993)-  38 09 15.87133(N)    084 24 48.48252(W)     ADJUSTED  
 HZ2648* NAVD 88     -       283.18   (+/-2cm)     929.1    (feet)  VERTCON   
 HZ2648  ___________________________________________________________________
 HZ2648  X           -     488,891.942 (meters)                     COMP
 HZ2648  Y           -  -4,998,202.464 (meters)                     COMP
 HZ2648  Z           -   3,919,089.779 (meters)                     COMP
 HZ2648  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 HZ2648  ELLIP HEIGHT-         249.75  (meters)          (12/20/95) GPS OBS
 HZ2648  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ2648
 HZ2648  HORZ ORDER  -  FIRST
 HZ2648  VERT ORDER  -  THIRD ? (See Below)
 HZ2648  ELLP ORDER  -  FOURTH    CLASS I
 HZ2648
 HZ2648.The horizontal coordinates were established by GPS observations
 HZ2648.and adjusted by the National Geodetic Survey in December 1995..
 HZ2648
 HZ2648.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2648.The vertical order pertains to the NGVD 29 superseded value.
 HZ2648
 HZ2648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2648
 HZ2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2648
 HZ2648.The ellipsoidal height was determined by GPS observations
 HZ2648.and is referenced to NAD 83.
 HZ2648
 HZ2648.The geoid height was determined by GEOID03.
 HZ2648
 HZ2648;                    North         East     Units Scale Factor Converg.
 HZ2648;SPC KY1Z     - 1,202,947.224 1,617,130.619   MT  0.99991668   +0 49 14.1
 HZ2648;SPC KY1Z     - 3,946,669.35  5,305,536.04   sFT  0.99991668   +0 49 14.1
 HZ2648;SPC KY N     -    72,649.773   485,672.754   MT  0.99997690   -0 06 06.1
 HZ2648;SPC KY N     -   238,351.80  1,593,411.36   sFT  0.99997690   -0 06 06.1
 HZ2648;UTM  16      - 4,226,108.681   726,632.075   MT  1.00023261   +1 35 54.9
 HZ2648
 HZ2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2648!SPC KY1Z     -   0.99996081  x   0.99991668  =   0.99987750
 HZ2648!SPC KY N     -   0.99996081  x   0.99997690  =   0.99993771
 HZ2648!UTM  16      -   0.99996081  x   1.00023261  =   1.00019341
 HZ2648
 HZ2648                          SUPERSEDED SURVEY CONTROL
 HZ2648
 HZ2648  NAD 83(1986)-  38 09 15.87878(N)    084 24 48.48853(W) AD(       ) 1
 HZ2648  NGVD 29 (10/12/93)  283.35   (m)          929.6    (f) LEVELING    3  
 HZ2648
 HZ2648.Superseded values are not recommended for survey control.
 HZ2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2648.See file dsdata.txt to determine how the superseded data were derived.
 HZ2648
 HZ2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2663226109(NAD 83)
 HZ2648_MARKER: I = METAL ROD
 HZ2648_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2648_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2648_STAMPING: 0088
 HZ2648_MARK LOGO: LFUCG 
 HZ2648_PROJECTION: FLUSH
 HZ2648_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2648+STABILITY: POSITION/ELEVATION WELL
 HZ2648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2648+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2648_ROD/PIPE-DEPTH: 2    meters
 HZ2648_SLEEVE-DEPTH  : 1 meters
 HZ2648
 HZ2648  HISTORY     - Date     Condition        Report By
 HZ2648  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2648
 HZ2648                          STATION DESCRIPTION
 HZ2648
 HZ2648'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2648'STATION SETS AT THE SOUTH SIDE OF THE INTERSECTION OF RUSSELL CAVE RD
 HZ2648'AND LEMONS MILL RD.. STATION IS 12 FT (3.66 M) SOUTH OF THE SOUTH
 HZ2648'EDGE OF LEMONS MILL RD., 4 FT (1.22 M) NORTH OF A PLANK FENCE, AND 42
 HZ2648'FT (12.80 M) EAST OF A STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2649 ***********************************************************************
 HZ2649  DESIGNATION -  LFUCG GPS STA 0089
 HZ2649  PID         -  HZ2649
 HZ2649  STATE/COUNTY-  KY/FAYETTE
 HZ2649  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2649
 HZ2649                         *CURRENT SURVEY CONTROL
 HZ2649  ___________________________________________________________________
 HZ2649* NAD 83(1993)-  38 07 05.76409(N)    084 23 29.18192(W)     ADJUSTED  
 HZ2649* NAVD 88     -       282.97   (+/-2cm)     928.4    (feet)  VERTCON   
 HZ2649  ___________________________________________________________________
 HZ2649  X           -     491,055.631 (meters)                     COMP
 HZ2649  Y           -  -5,000,479.624 (meters)                     COMP
 HZ2649  Z           -   3,915,934.309 (meters)                     COMP
 HZ2649  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 HZ2649  ELLIP HEIGHT-         249.68  (meters)          (12/20/95) GPS OBS
 HZ2649  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HZ2649
 HZ2649  HORZ ORDER  -  FIRST
 HZ2649  VERT ORDER  -  THIRD ? (See Below)
 HZ2649  ELLP ORDER  -  FOURTH    CLASS I
 HZ2649
 HZ2649.The horizontal coordinates were established by GPS observations
 HZ2649.and adjusted by the National Geodetic Survey in December 1995..
 HZ2649
 HZ2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2649.The vertical order pertains to the NGVD 29 superseded value.
 HZ2649
 HZ2649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2649
 HZ2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2649
 HZ2649.The ellipsoidal height was determined by GPS observations
 HZ2649.and is referenced to NAD 83.
 HZ2649
 HZ2649.The geoid height was determined by GEOID03.
 HZ2649
 HZ2649;                    North         East     Units Scale Factor Converg.
 HZ2649;SPC KY1Z     - 1,198,964.259 1,619,119.355   MT  0.99991382   +0 50 02.8
 HZ2649;SPC KY1Z     - 3,933,601.91  5,312,060.75   sFT  0.99991382   +0 50 02.8
 HZ2649;SPC KY N     -    68,635.062   487,597.251   MT  0.99998052   -0 05 16.7
 HZ2649;SPC KY N     -   225,180.20  1,599,725.31   sFT  0.99998052   -0 05 16.7
 HZ2649;UTM  16      - 4,222,151.788   728,675.330   MT  1.00024408   +1 36 39.3
 HZ2649
 HZ2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2649!SPC KY1Z     -   0.99996082  x   0.99991382  =   0.99987465
 HZ2649!SPC KY N     -   0.99996082  x   0.99998052  =   0.99994134
 HZ2649!UTM  16      -   0.99996082  x   1.00024408  =   1.00020489
 HZ2649
 HZ2649                          SUPERSEDED SURVEY CONTROL
 HZ2649
 HZ2649  NAD 83(1986)-  38 07 05.77158(N)    084 23 29.18766(W) AD(       ) 1
 HZ2649  NGVD 29 (10/12/93)  283.14   (m)          928.9    (f) LEVELING    3  
 HZ2649
 HZ2649.Superseded values are not recommended for survey control.
 HZ2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2649.See file dsdata.txt to determine how the superseded data were derived.
 HZ2649
 HZ2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2867522152(NAD 83)
 HZ2649_MARKER: I = METAL ROD
 HZ2649_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2649_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2649_STAMPING: 0089
 HZ2649_MARK LOGO: LFUCG 
 HZ2649_PROJECTION: FLUSH
 HZ2649_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2649+STABILITY: POSITION/ELEVATION WELL
 HZ2649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2649+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2649_ROD/PIPE-DEPTH: 2    meters
 HZ2649_SLEEVE-DEPTH  : 1 meters
 HZ2649
 HZ2649  HISTORY     - Date     Condition        Report By
 HZ2649  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2649
 HZ2649                          STATION DESCRIPTION
 HZ2649
 HZ2649'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2649'FROM THE INTERSECTION OF PARIS PIKE AND IRON WORKS PIKE TRAVEL ALONG
 HZ2649'PARIS PIKE FOR 1.4 MI (2.25 KM) TO THE STATION ON THE LEFT. STATION
 HZ2649'IS 10.F FT SOUTH OF A ROCK WALL, 100 FT (30.48 M) WEST OF A POWER
 HZ2649'POLE, 7 FT (2.13 M) NORTH OF THE NORTH EDGE OF PARIS PIKE, AND 0.11
 HZ2649'MI (0.18 KM) SOUTH WEST OF THE INTERSECTION OF PARIS PIKE AND MUIR
 HZ2649'STATION RD..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2650 ***********************************************************************
 HZ2650  DESIGNATION -  LFUCG GPS STA 0090
 HZ2650  PID         -  HZ2650
 HZ2650  STATE/COUNTY-  KY/FAYETTE
 HZ2650  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2650
 HZ2650                         *CURRENT SURVEY CONTROL
 HZ2650  ___________________________________________________________________
 HZ2650* NAD 83(1993)-  38 04 28.30186(N)    084 25 18.96956(W)     ADJUSTED  
 HZ2650* NAVD 88     -       287.99   (+/-2cm)     944.8    (feet)  VERTCON   
 HZ2650  ___________________________________________________________________
 HZ2650  X           -     488,685.546 (meters)                     COMP
 HZ2650  Y           -  -5,003,725.692 (meters)                     COMP
 HZ2650  Z           -   3,912,116.538 (meters)                     COMP
 HZ2650  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 HZ2650  ELLIP HEIGHT-         254.78  (meters)          (12/20/95) GPS OBS
 HZ2650  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HZ2650
 HZ2650  HORZ ORDER  -  FIRST
 HZ2650  VERT ORDER  -  THIRD ? (See Below)
 HZ2650  ELLP ORDER  -  FOURTH    CLASS I
 HZ2650
 HZ2650.The horizontal coordinates were established by GPS observations
 HZ2650.and adjusted by the National Geodetic Survey in December 1995..
 HZ2650
 HZ2650.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2650.The vertical order pertains to the NGVD 29 superseded value.
 HZ2650
 HZ2650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2650
 HZ2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2650
 HZ2650.The ellipsoidal height was determined by GPS observations
 HZ2650.and is referenced to NAD 83.
 HZ2650
 HZ2650.The geoid height was determined by GEOID03.
 HZ2650
 HZ2650;                    North         East     Units Scale Factor Converg.
 HZ2650;SPC KY1Z     - 1,194,071.675 1,616,514.665   MT  0.99991090   +0 48 55.4
 HZ2650;SPC KY1Z     - 3,917,550.15  5,303,515.20   sFT  0.99991090   +0 48 55.4
 HZ2650;SPC KY N     -    63,784.692   484,913.964   MT  0.99998543   -0 06 25.0
 HZ2650;SPC KY N     -   209,266.94  1,590,921.90   sFT  0.99998543   -0 06 25.0
 HZ2650;UTM  16      - 4,217,222.777   726,136.315   MT  1.00022986   +1 35 25.9
 HZ2650
 HZ2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2650!SPC KY1Z     -   0.99996002  x   0.99991090  =   0.99987093
 HZ2650!SPC KY N     -   0.99996002  x   0.99998543  =   0.99994545
 HZ2650!UTM  16      -   0.99996002  x   1.00022986  =   1.00018987
 HZ2650
 HZ2650                          SUPERSEDED SURVEY CONTROL
 HZ2650
 HZ2650  NAD 83(1986)-  38 04 28.30940(N)    084 25 18.97508(W) AD(       ) 1
 HZ2650  NGVD 29 (10/12/93)  288.15   (m)          945.4    (f) LEVELING    3  
 HZ2650
 HZ2650.Superseded values are not recommended for survey control.
 HZ2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2650.See file dsdata.txt to determine how the superseded data were derived.
 HZ2650
 HZ2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2613617223(NAD 83)
 HZ2650_MARKER: I = METAL ROD
 HZ2650_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2650_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2650_STAMPING: OO90
 HZ2650_MARK LOGO: LFUCG 
 HZ2650_PROJECTION: FLUSH
 HZ2650_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2650+STABILITY: POSITION/ELEVATION WELL
 HZ2650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2650+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2650_ROD/PIPE-DEPTH: 2    meters
 HZ2650_SLEEVE-DEPTH  : 1 meters
 HZ2650
 HZ2650  HISTORY     - Date     Condition        Report By
 HZ2650  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2650
 HZ2650                          STATION DESCRIPTION
 HZ2650
 HZ2650'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2650'FROM THE INTERSECTION OF NEW CIRCLE RD AND BRYAN STATION RD TRAVEL
 HZ2650'NORTH EAST ALONG BRYAN STATION RD FOR 2.6 MI (4.18 KM) TO STATION ON
 HZ2650'THE RIGHT. STATION IS ALSO 0.5 MI (0.80 KM) SOUTH WEST OF THE
 HZ2650'INTERSECTION OF BRYAN STATION ROAD AND BRIAR HILL RD.. STATION IS 12
 HZ2650'FT (3.66 M) SOUTH OF THE SOUTH EDGE OF BRYAN STATION RD., 3.5 FT
 HZ2650'(1.07 M) NORTH OF A PLANK FENCE, 0.10 MI (0.16 KM) WEST OF THE
 HZ2650'LOUISVILLE AND NASHVILLE RAIL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2651 ***********************************************************************
 HZ2651  DESIGNATION -  LFUCG GPS STA 0091
 HZ2651  PID         -  HZ2651
 HZ2651  STATE/COUNTY-  KY/FAYETTE
 HZ2651  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2651
 HZ2651                         *CURRENT SURVEY CONTROL
 HZ2651  ___________________________________________________________________
 HZ2651* NAD 83(1993)-  38 03 33.05441(N)    084 22 30.31621(W)     ADJUSTED  
 HZ2651* NAVD 88     -       304.61   (+/-2cm)     999.4    (feet)  VERTCON   
 HZ2651  ___________________________________________________________________
 HZ2651  X           -     492,880.945 (meters)                     COMP
 HZ2651  Y           -  -5,004,382.861 (meters)                     COMP
 HZ2651  Z           -   3,910,785.721 (meters)                     COMP
 HZ2651  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 HZ2651  ELLIP HEIGHT-         271.54  (meters)          (12/20/95) GPS OBS
 HZ2651  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HZ2651
 HZ2651  HORZ ORDER  -  FIRST
 HZ2651  VERT ORDER  -  THIRD ? (See Below)
 HZ2651  ELLP ORDER  -  FOURTH    CLASS I
 HZ2651
 HZ2651.The horizontal coordinates were established by GPS observations
 HZ2651.and adjusted by the National Geodetic Survey in December 1995..
 HZ2651
 HZ2651.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2651.The vertical order pertains to the NGVD 29 superseded value.
 HZ2651
 HZ2651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2651
 HZ2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2651
 HZ2651.The ellipsoidal height was determined by GPS observations
 HZ2651.and is referenced to NAD 83.
 HZ2651
 HZ2651.The geoid height was determined by GEOID03.
 HZ2651
 HZ2651;                    North         East     Units Scale Factor Converg.
 HZ2651;SPC KY1Z     - 1,192,428.107 1,620,649.582   MT  0.99991001   +0 50 38.9
 HZ2651;SPC KY1Z     - 3,912,157.88  5,317,081.17   sFT  0.99991001   +0 50 38.9
 HZ2651;SPC KY N     -    62,074.660   489,022.206   MT  0.99998729   -0 04 40.1
 HZ2651;SPC KY N     -   203,656.61  1,604,400.35   sFT  0.99998729   -0 04 40.1
 HZ2651;UTM  16      - 4,215,634.759   730,294.460   MT  1.00025324   +1 37 08.1
 HZ2651
 HZ2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2651!SPC KY1Z     -   0.99995739  x   0.99991001  =   0.99986741
 HZ2651!SPC KY N     -   0.99995739  x   0.99998729  =   0.99994468
 HZ2651!UTM  16      -   0.99995739  x   1.00025324  =   1.00021062
 HZ2651
 HZ2651                          SUPERSEDED SURVEY CONTROL
 HZ2651
 HZ2651  NAD 83(1986)-  38 03 33.06197(N)    084 22 30.32156(W) AD(       ) 1
 HZ2651  NGVD 29 (10/12/93)  304.76   (m)          999.9    (f) LEVELING    3  
 HZ2651
 HZ2651.Superseded values are not recommended for survey control.
 HZ2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2651.See file dsdata.txt to determine how the superseded data were derived.
 HZ2651
 HZ2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3029415635(NAD 83)
 HZ2651_MARKER: I = METAL ROD
 HZ2651_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2651_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2651_STAMPING: 0091
 HZ2651_MARK LOGO: LFUCG 
 HZ2651_PROJECTION: FLUSH
 HZ2651_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2651+STABILITY: POSITION/ELEVATION WELL
 HZ2651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2651+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2651_ROD/PIPE-DEPTH: 2    meters
 HZ2651_SLEEVE-DEPTH  : 1 meters
 HZ2651
 HZ2651  HISTORY     - Date     Condition        Report By
 HZ2651  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2651
 HZ2651                          STATION DESCRIPTION
 HZ2651
 HZ2651'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2651'FROM THE INTERSECTION OF WINCHESTER RD AND I-75 NORTH GO TO THE I-64
 HZ2651'EAST RAMP AND TRAVEL ALONG I-64 IN A EASTERLY DIRECTION FOR 3.5 MI
 HZ2651'(5.63 KM) TO THE STATION ON THE RIGHT AT THE TOP OF BANK. STATION IS
 HZ2651'0.5 MI (0.80 KM) EAST OF MILE MARKER 84 (EAST BOUND), 70 FT
 HZ2651'(21.34 M) SOUTH OF THE SOUTH EDGE OF THE I-64 EAST BOUND LANE, AND 6
 HZ2651'FT (1.83 M) NORTH OF A WOVEN WIRE RIGHTS OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2652 ***********************************************************************
 HZ2652  DESIGNATION -  LFUCG GPS STA 0092
 HZ2652  PID         -  HZ2652
 HZ2652  STATE/COUNTY-  KY/FAYETTE
 HZ2652  USGS QUAD   -  CLINTONVILLE (1978)
 HZ2652
 HZ2652                         *CURRENT SURVEY CONTROL
 HZ2652  ___________________________________________________________________
 HZ2652* NAD 83(1993)-  38 03 58.87172(N)    084 20 58.69176(W)     ADJUSTED  
 HZ2652* NAVD 88     -       291.78   (+/-2cm)     957.3    (feet)  VERTCON   
 HZ2652  ___________________________________________________________________
 HZ2652  X           -     495,054.562 (meters)                     COMP
 HZ2652  Y           -  -5,003,664.935 (meters)                     COMP
 HZ2652  Z           -   3,911,404.539 (meters)                     COMP
 HZ2652  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 HZ2652  ELLIP HEIGHT-         258.66  (meters)          (12/20/95) GPS OBS
 HZ2652  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HZ2652
 HZ2652  HORZ ORDER  -  FIRST
 HZ2652  VERT ORDER  -  THIRD ? (See Below)
 HZ2652  ELLP ORDER  -  FOURTH    CLASS I
 HZ2652
 HZ2652.The horizontal coordinates were established by GPS observations
 HZ2652.and adjusted by the National Geodetic Survey in December 1995..
 HZ2652
 HZ2652.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2652.The vertical order pertains to the NGVD 29 superseded value.
 HZ2652
 HZ2652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2652
 HZ2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2652
 HZ2652.The ellipsoidal height was determined by GPS observations
 HZ2652.and is referenced to NAD 83.
 HZ2652
 HZ2652.The geoid height was determined by GEOID03.
 HZ2652
 HZ2652;                    North         East     Units Scale Factor Converg.
 HZ2652;SPC KY1Z     - 1,193,257.171 1,622,870.838   MT  0.99991042   +0 51 35.2
 HZ2652;SPC KY1Z     - 3,914,877.90  5,324,368.74   sFT  0.99991042   +0 51 35.2
 HZ2652;SPC KY N     -    62,867.941   491,256.684   MT  0.99998641   -0 03 43.1
 HZ2652;SPC KY N     -   206,259.24  1,611,731.30   sFT  0.99998641   -0 03 43.1
 HZ2652;UTM  16      - 4,216,494.090   732,505.072   MT  1.00026584   +1 38 05.6
 HZ2652
 HZ2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2652!SPC KY1Z     -   0.99995941  x   0.99991042  =   0.99986984
 HZ2652!SPC KY N     -   0.99995941  x   0.99998641  =   0.99994583
 HZ2652!UTM  16      -   0.99995941  x   1.00026584  =   1.00022524
 HZ2652
 HZ2652                          SUPERSEDED SURVEY CONTROL
 HZ2652
 HZ2652  NAD 83(1986)-  38 03 58.87924(N)    084 20 58.69713(W) AD(       ) 1
 HZ2652  NGVD 29 (10/12/93)  291.93   (m)          957.8    (f) LEVELING    3  
 HZ2652
 HZ2652.Superseded values are not recommended for survey control.
 HZ2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2652.See file dsdata.txt to determine how the superseded data were derived.
 HZ2652
 HZ2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3250516494(NAD 83)
 HZ2652_MARKER: I = METAL ROD
 HZ2652_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2652_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2652_STAMPING: 0092
 HZ2652_MARK LOGO: LFUCG 
 HZ2652_PROJECTION: FLUSH
 HZ2652_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2652+STABILITY: POSITION/ELEVATION WELL
 HZ2652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2652+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2652_ROD/PIPE-DEPTH: 2    meters
 HZ2652_SLEEVE-DEPTH  : 1 meters
 HZ2652
 HZ2652  HISTORY     - Date     Condition        Report By
 HZ2652  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2652
 HZ2652                          STATION DESCRIPTION
 HZ2652
 HZ2652'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2652'STATION IS LOCATED AT THE INTERSECTION OF BRIAR HILL RD. MUIR STATION
 HZ2652'RD. AND CLEVELAND RD.. THE STATION SETS ON THE SOUTH SIDE OF BRIAR
 HZ2652'HILL RD. AND GENERALLY IN LINE WITH THE CENTER LINE OF MUIR STATION
 HZ2652'RD.. THE STATION SETS 10 FT (3.05 M) SOUTH OF THE SOUTH EDGE OF
 HZ2652'PAVEMENT, 6.5 FT (1.98 M) SOUTH OF A STOP SIGN, AND 5.9 FT (1.80 M)
 HZ2652'NORTH EAST OF A POST MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2653 ***********************************************************************
 HZ2653  DESIGNATION -  LFUCG GPS STA 0093
 HZ2653  PID         -  HZ2653
 HZ2653  STATE/COUNTY-  KY/FAYETTE
 HZ2653  USGS QUAD   -  CLINTONVILLE (1978)
 HZ2653
 HZ2653                         *CURRENT SURVEY CONTROL
 HZ2653  ___________________________________________________________________
 HZ2653* NAD 83(1993)-  38 04 19.29097(N)    084 19 10.26612(W)     ADJUSTED  
 HZ2653* NAVD 88     -       287.41   (+/-2cm)     942.9    (feet)  VERTCON   
 HZ2653  ___________________________________________________________________
 HZ2653  X           -     497,645.961 (meters)                     COMP
 HZ2653  Y           -  -5,003,014.233 (meters)                     COMP
 HZ2653  Z           -   3,911,897.481 (meters)                     COMP
 HZ2653  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 HZ2653  ELLIP HEIGHT-         254.24  (meters)          (12/20/95) GPS OBS
 HZ2653  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HZ2653
 HZ2653  HORZ ORDER  -  FIRST
 HZ2653  VERT ORDER  -  THIRD ? (See Below)
 HZ2653  ELLP ORDER  -  FOURTH    CLASS I
 HZ2653
 HZ2653.The horizontal coordinates were established by GPS observations
 HZ2653.and adjusted by the National Geodetic Survey in December 1995..
 HZ2653
 HZ2653.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2653.The vertical order pertains to the NGVD 29 superseded value.
 HZ2653
 HZ2653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2653
 HZ2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2653
 HZ2653.The ellipsoidal height was determined by GPS observations
 HZ2653.and is referenced to NAD 83.
 HZ2653
 HZ2653.The geoid height was determined by GEOID03.
 HZ2653
 HZ2653;                    North         East     Units Scale Factor Converg.
 HZ2653;SPC KY1Z     - 1,193,926.703 1,625,503.621   MT  0.99991075   +0 52 41.7
 HZ2653;SPC KY1Z     - 3,917,074.52  5,333,006.46   sFT  0.99991075   +0 52 41.7
 HZ2653;SPC KY N     -    63,495.087   493,900.095   MT  0.99998573   -0 02 35.7
 HZ2653;SPC KY N     -   208,316.80  1,620,403.90   sFT  0.99998573   -0 02 35.7
 HZ2653;UTM  16      - 4,217,199.439   735,129.507   MT  1.00028096   +1 39 13.2
 HZ2653
 HZ2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2653!SPC KY1Z     -   0.99996011  x   0.99991075  =   0.99987086
 HZ2653!SPC KY N     -   0.99996011  x   0.99998573  =   0.99994584
 HZ2653!UTM  16      -   0.99996011  x   1.00028096  =   1.00024106
 HZ2653
 HZ2653                          SUPERSEDED SURVEY CONTROL
 HZ2653
 HZ2653  NAD 83(1986)-  38 04 19.29844(N)    084 19 10.27141(W) AD(       ) 1
 HZ2653  NGVD 29 (10/12/93)  287.56   (m)          943.4    (f) LEVELING    3  
 HZ2653
 HZ2653.Superseded values are not recommended for survey control.
 HZ2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2653.See file dsdata.txt to determine how the superseded data were derived.
 HZ2653
 HZ2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3513017199(NAD 83)
 HZ2653_MARKER: I = METAL ROD
 HZ2653_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2653_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2653_STAMPING: 0093
 HZ2653_MARK LOGO: LFUCG 
 HZ2653_PROJECTION: FLUSH
 HZ2653_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2653+STABILITY: POSITION/ELEVATION WELL
 HZ2653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2653+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2653_ROD/PIPE-DEPTH: 2    meters
 HZ2653_SLEEVE-DEPTH  : 1 meters
 HZ2653
 HZ2653  HISTORY     - Date     Condition        Report By
 HZ2653  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2653
 HZ2653                          STATION DESCRIPTION
 HZ2653
 HZ2653'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2653'FROM THE MAIN ENTRANCE OF THE BLUEGRASS ARMY DEPOT GO TO B STREET.
 HZ2653'TURN LEFT AT 8TH AVE. AND GO TO THE INTERSECTION OF 8TH AVE. AND A
 HZ2653'STREET. TURN LEFT AND GO APPROX. 350 FT (106.68 M) . TURN RIGHT
 HZ2653'ACROSS RAILROAD TRACKS. GO APPROX 500 FT (152.40 M) TO THE STATION AT
 HZ2653'A CHAIN LINK FENCEIN THE AREA OF GATE NUMBER 7. STATION IS 11 FT
 HZ2653'(3.35 M) FTOM GATE NUMBER 7, 5 FT (1.52 M) FROM A FENCE CORNER, AND 3
 HZ2653'FT (0.91 M) FROM A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2654 ***********************************************************************
 HZ2654  DESIGNATION -  LFUCG GPS STA 0094
 HZ2654  PID         -  HZ2654
 HZ2654  STATE/COUNTY-  KY/FAYETTE
 HZ2654  USGS QUAD   -  CLINTONVILLE (1978)
 HZ2654
 HZ2654                         *CURRENT SURVEY CONTROL
 HZ2654  ___________________________________________________________________
 HZ2654* NAD 83(1993)-  38 02 51.55122(N)    084 19 19.19003(W)     ADJUSTED  
 HZ2654* NAVD 88     -       311.95   (+/-2cm)    1023.5    (feet)  VERTCON   
 HZ2654  ___________________________________________________________________
 HZ2654  X           -     497,596.442 (meters)                     COMP
 HZ2654  Y           -  -5,004,714.742 (meters)                     COMP
 HZ2654  Z           -   3,909,782.593 (meters)                     COMP
 HZ2654  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 HZ2654  ELLIP HEIGHT-         278.94  (meters)          (12/20/95) GPS OBS
 HZ2654  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HZ2654
 HZ2654  HORZ ORDER  -  FIRST
 HZ2654  VERT ORDER  -  THIRD ? (See Below)
 HZ2654  ELLP ORDER  -  FOURTH    CLASS I
 HZ2654
 HZ2654.The horizontal coordinates were established by GPS observations
 HZ2654.and adjusted by the National Geodetic Survey in December 1995..
 HZ2654
 HZ2654.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2654.The vertical order pertains to the NGVD 29 superseded value.
 HZ2654
 HZ2654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2654
 HZ2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2654
 HZ2654.The ellipsoidal height was determined by GPS observations
 HZ2654.and is referenced to NAD 83.
 HZ2654
 HZ2654.The geoid height was determined by GEOID03.
 HZ2654
 HZ2654;                    North         East     Units Scale Factor Converg.
 HZ2654;SPC KY1Z     - 1,191,218.682 1,625,327.545   MT  0.99990939   +0 52 36.3
 HZ2654;SPC KY1Z     - 3,908,189.96  5,332,428.79   sFT  0.99990939   +0 52 36.3
 HZ2654;SPC KY N     -    60,790.038   493,680.472   MT  0.99998873   -0 02 41.2
 HZ2654;SPC KY N     -   199,441.98  1,619,683.35   sFT  0.99998873   -0 02 41.2
 HZ2654;UTM  16      - 4,214,488.280   734,990.021   MT  1.00028015   +1 39 04.5
 HZ2654
 HZ2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2654!SPC KY1Z     -   0.99995623  x   0.99990939  =   0.99986563
 HZ2654!SPC KY N     -   0.99995623  x   0.99998873  =   0.99994496
 HZ2654!UTM  16      -   0.99995623  x   1.00028015  =   1.00023637
 HZ2654
 HZ2654                          SUPERSEDED SURVEY CONTROL
 HZ2654
 HZ2654  NAD 83(1986)-  38 02 51.55866(N)    084 19 19.19529(W) AD(       ) 1
 HZ2654  NGVD 29 (10/12/93)  312.10   (m)         1023.9    (f) LEVELING    3  
 HZ2654
 HZ2654.Superseded values are not recommended for survey control.
 HZ2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2654.See file dsdata.txt to determine how the superseded data were derived.
 HZ2654
 HZ2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3499014488(NAD 83)
 HZ2654_MARKER: I = METAL ROD
 HZ2654_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2654_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2654_STAMPING: 0094
 HZ2654_MARK LOGO: LFUCG 
 HZ2654_PROJECTION: FLUSH
 HZ2654_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2654+STABILITY: POSITION/ELEVATION WELL
 HZ2654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2654+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2654_ROD/PIPE-DEPTH: 2    meters
 HZ2654_SLEEVE-DEPTH  : 1 meters
 HZ2654
 HZ2654  HISTORY     - Date     Condition        Report By
 HZ2654  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2654
 HZ2654                          STATION DESCRIPTION
 HZ2654
 HZ2654'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2654'FROM THE EAST BOUND OFF RAMP OF I-64 ONTO HALEY PIKE (AVON) TURN LEFT
 HZ2654'ONTO HALEY PIKE AND TRAVEL NORTH ACROSS THE INTERCHANGE FOR 0.30 MI
 HZ2654'(0.48 KM) TO STATION ON THE RIGHT. STATION IS 22 FT (6.71 M) EAST OF
 HZ2654'THE EAST EDGE OF HALEY PIKE, 55 FT (16.76 M) NORTH OF THE NORTH EDGE
 HZ2654'OF A SERVICE RD, AND 10 FT (3.05 M) SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2655 ***********************************************************************
 HZ2655  DESIGNATION -  LFUCG GPS STA 0095
 HZ2655  PID         -  HZ2655
 HZ2655  STATE/COUNTY-  KY/FAYETTE
 HZ2655  USGS QUAD   -  CLINTONVILLE (1978)
 HZ2655
 HZ2655                         *CURRENT SURVEY CONTROL
 HZ2655  ___________________________________________________________________
 HZ2655* NAD 83(1993)-  38 01 42.91936(N)    084 19 33.16804(W)     ADJUSTED  
 HZ2655* NAVD 88     -       316.69   (+/-2cm)    1039.0    (feet)  VERTCON   
 HZ2655  ___________________________________________________________________
 HZ2655  X           -     497,386.581 (meters)                     COMP
 HZ2655  Y           -  -5,006,049.774 (meters)                     COMP
 HZ2655  Z           -   3,908,118.826 (meters)                     COMP
 HZ2655  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HZ2655  ELLIP HEIGHT-         283.72  (meters)          (12/20/95) GPS OBS
 HZ2655  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HZ2655
 HZ2655  HORZ ORDER  -  FIRST
 HZ2655  VERT ORDER  -  THIRD ? (See Below)
 HZ2655  ELLP ORDER  -  FOURTH    CLASS I
 HZ2655
 HZ2655.The horizontal coordinates were established by GPS observations
 HZ2655.and adjusted by the National Geodetic Survey in December 1995..
 HZ2655
 HZ2655.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2655.The vertical order pertains to the NGVD 29 superseded value.
 HZ2655
 HZ2655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2655
 HZ2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2655
 HZ2655.The ellipsoidal height was determined by GPS observations
 HZ2655.and is referenced to NAD 83.
 HZ2655
 HZ2655.The geoid height was determined by GEOID03.
 HZ2655
 HZ2655;                    North         East     Units Scale Factor Converg.
 HZ2655;SPC KY1Z     - 1,189,097.818 1,625,019.090   MT  0.99990846   +0 52 27.7
 HZ2655;SPC KY1Z     - 3,901,231.76  5,331,416.80   sFT  0.99990846   +0 52 27.7
 HZ2655;SPC KY N     -    58,674.238   493,337.919   MT  0.99999121   -0 02 49.9
 HZ2655;SPC KY N     -   192,500.40  1,618,559.49   sFT  0.99999121   -0 02 49.9
 HZ2655;UTM  16      - 4,212,362.655   734,710.147   MT  1.00027854   +1 38 53.4
 HZ2655
 HZ2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2655!SPC KY1Z     -   0.99995548  x   0.99990846  =   0.99986395
 HZ2655!SPC KY N     -   0.99995548  x   0.99999121  =   0.99994669
 HZ2655!UTM  16      -   0.99995548  x   1.00027854  =   1.00023401
 HZ2655
 HZ2655                          SUPERSEDED SURVEY CONTROL
 HZ2655
 HZ2655  NAD 83(1986)-  38 01 42.92679(N)    084 19 33.17326(W) AD(       ) 1
 HZ2655  NGVD 29 (10/12/93)  316.84   (m)         1039.5    (f) LEVELING    3  
 HZ2655
 HZ2655.Superseded values are not recommended for survey control.
 HZ2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2655.See file dsdata.txt to determine how the superseded data were derived.
 HZ2655
 HZ2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3471012363(NAD 83)
 HZ2655_MARKER: DD = SURVEY DISK
 HZ2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2655_SP_SET: CONCRETE POST
 HZ2655_STAMPING: NO 2 415 1951
 HZ2655_MARK LOGO: CGS   
 HZ2655_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HZ2655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2655+STABILITY: SURFACE MOTION
 HZ2655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2655+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1991
 HZ2655
 HZ2655  HISTORY     - Date     Condition        Report By
 HZ2655  HISTORY     - UNK      MONUMENTED
 HZ2655  HISTORY     - 19911028 GOOD             NGS
 HZ2655
 HZ2655                          STATION DESCRIPTION
 HZ2655
 HZ2655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HZ2655'FROM THE INTERSECTION OF WINCHESTER RD AND HALEY PIKE TRAVEL 0.9 MI
 HZ2655'(1.45 KM) EAST ALONG WINCHESTER RD TO THE STATION ON THE RIGHT.
 HZ2655'STATION IS 62 FT (18.90 M) SOUTH OF THE SOUTH EDGE OF WINCHESTER RD.,
 HZ2655'14.85 FT (4.53 M) EAST OF A TELEPHONE POLE, 4 FT (1.22 M) NORTH OF A
 HZ2655'WOVEN WIRE FENCE, AND 32.5 FT (9.91 M) WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2656 ***********************************************************************
 HZ2656  DESIGNATION -  LFUCG GPS STA 0096
 HZ2656  PID         -  HZ2656
 HZ2656  STATE/COUNTY-  KY/FAYETTE
 HZ2656  USGS QUAD   -  CLINTONVILLE (1978)
 HZ2656
 HZ2656                         *CURRENT SURVEY CONTROL
 HZ2656  ___________________________________________________________________
 HZ2656* NAD 83(1993)-  38 01 46.01655(N)    084 21 38.82388(W)     ADJUSTED  
 HZ2656* NAVD 88     -       311.13   (+/-2cm)    1020.8    (feet)  VERTCON   
 HZ2656  ___________________________________________________________________
 HZ2656  X           -     494,330.605 (meters)                     COMP
 HZ2656  Y           -  -5,006,288.913 (meters)                     COMP
 HZ2656  Z           -   3,908,190.600 (meters)                     COMP
 HZ2656  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 HZ2656  ELLIP HEIGHT-         278.12  (meters)          (12/20/95) GPS OBS
 HZ2656  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HZ2656
 HZ2656  HORZ ORDER  -  FIRST
 HZ2656  VERT ORDER  -  THIRD ? (See Below)
 HZ2656  ELLP ORDER  -  FOURTH    CLASS I
 HZ2656
 HZ2656.The horizontal coordinates were established by GPS observations
 HZ2656.and adjusted by the National Geodetic Survey in December 1995..
 HZ2656
 HZ2656.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2656.The vertical order pertains to the NGVD 29 superseded value.
 HZ2656
 HZ2656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2656
 HZ2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2656
 HZ2656.The ellipsoidal height was determined by GPS observations
 HZ2656.and is referenced to NAD 83.
 HZ2656
 HZ2656.The geoid height was determined by GEOID03.
 HZ2656
 HZ2656;                    North         East     Units Scale Factor Converg.
 HZ2656;SPC KY1Z     - 1,189,147.106 1,621,953.748   MT  0.99990850   +0 51 10.5
 HZ2656;SPC KY1Z     - 3,901,393.46  5,321,359.92   sFT  0.99990850   +0 51 10.5
 HZ2656;SPC KY N     -    58,772.837   490,273.514   MT  0.99999109   -0 04 08.1
 HZ2656;SPC KY N     -   192,823.88  1,608,505.69   sFT  0.99999109   -0 04 08.1
 HZ2656;UTM  16      - 4,212,370.546   731,643.312   MT  1.00026092   +1 37 36.0
 HZ2656
 HZ2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2656!SPC KY1Z     -   0.99995636  x   0.99990850  =   0.99986487
 HZ2656!SPC KY N     -   0.99995636  x   0.99999109  =   0.99994745
 HZ2656!UTM  16      -   0.99995636  x   1.00026092  =   1.00021727
 HZ2656
 HZ2656                          SUPERSEDED SURVEY CONTROL
 HZ2656
 HZ2656  NAD 83(1986)-  38 01 46.02401(N)    084 21 38.82911(W) AD(       ) 1
 HZ2656  NGVD 29 (10/12/93)  311.28   (m)         1021.3    (f) LEVELING    3  
 HZ2656
 HZ2656.Superseded values are not recommended for survey control.
 HZ2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2656.See file dsdata.txt to determine how the superseded data were derived.
 HZ2656
 HZ2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3164312371(NAD 83)
 HZ2656_MARKER: I = METAL ROD
 HZ2656_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2656_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2656_STAMPING: 0096
 HZ2656_MARK LOGO: LFUCG 
 HZ2656_PROJECTION: FLUSH
 HZ2656_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2656+STABILITY: POSITION/ELEVATION WELL
 HZ2656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2656+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2656_ROD/PIPE-DEPTH: 2    meters
 HZ2656_SLEEVE-DEPTH  : 1 meters
 HZ2656
 HZ2656  HISTORY     - Date     Condition        Report By
 HZ2656  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2656
 HZ2656                          STATION DESCRIPTION
 HZ2656
 HZ2656'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2656'FROM THE INTERSECTION OF WINCHESTER RD. AND WALNUT HILL CHILESBURG RD.
 HZ2656', TRAVEL EAST FOR 0.10 MI (0.16 KM) ALONG WINCHESTER RD TO THE STATION
 HZ2656'ON THE RIGHT. THE STATION IS LOCATED 70 FT (21.34 M) SOUTH OF THE
 HZ2656'SOUTH EDGE OF WINCHESTER RD., 3.6 FT (1.10 M) NORTH OF A PLANK FENCE,
 HZ2656'AND 7.2 FT (2.19 M) NORTH EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2657 ***********************************************************************
 HZ2657  DESIGNATION -  LFUCG GPS STA 0097
 HZ2657  PID         -  HZ2657
 HZ2657  STATE/COUNTY-  KY/FAYETTE
 HZ2657  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ2657
 HZ2657                         *CURRENT SURVEY CONTROL
 HZ2657  ___________________________________________________________________
 HZ2657* NAD 83(1993)-  38 01 01.05682(N)    084 22 49.51510(W)     ADJUSTED  
 HZ2657* NAVD 88     -       307.52   (+/-2cm)    1008.9    (feet)  VERTCON   
 HZ2657  ___________________________________________________________________
 HZ2657  X           -     492,698.161 (meters)                     COMP
 HZ2657  Y           -  -5,007,305.063 (meters)                     COMP
 HZ2657  Z           -   3,907,096.349 (meters)                     COMP
 HZ2657  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 HZ2657  ELLIP HEIGHT-         274.56  (meters)          (12/20/95) GPS OBS
 HZ2657  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HZ2657
 HZ2657  HORZ ORDER  -  FIRST
 HZ2657  VERT ORDER  -  THIRD ? (See Below)
 HZ2657  ELLP ORDER  -  FOURTH    CLASS I
 HZ2657
 HZ2657.The horizontal coordinates were established by GPS observations
 HZ2657.and adjusted by the National Geodetic Survey in December 1995..
 HZ2657
 HZ2657.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2657.The vertical order pertains to the NGVD 29 superseded value.
 HZ2657
 HZ2657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2657
 HZ2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2657
 HZ2657.The ellipsoidal height was determined by GPS observations
 HZ2657.and is referenced to NAD 83.
 HZ2657
 HZ2657.The geoid height was determined by GEOID03.
 HZ2657
 HZ2657;                    North         East     Units Scale Factor Converg.
 HZ2657;SPC KY1Z     - 1,187,735.683 1,620,250.408   MT  0.99990794   +0 50 27.1
 HZ2657;SPC KY1Z     - 3,896,762.82  5,315,771.55   sFT  0.99990794   +0 50 27.1
 HZ2657;SPC KY N     -    57,388.887   488,547.540   MT  0.99999277   -0 04 52.1
 HZ2657;SPC KY N     -   188,283.37  1,602,843.05   sFT  0.99999277   -0 04 52.1
 HZ2657;UTM  16      - 4,210,935.758   729,958.594   MT  1.00025134   +1 36 50.7
 HZ2657
 HZ2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2657!SPC KY1Z     -   0.99995692  x   0.99990794  =   0.99986486
 HZ2657!SPC KY N     -   0.99995692  x   0.99999277  =   0.99994969
 HZ2657!UTM  16      -   0.99995692  x   1.00025134  =   1.00020825
 HZ2657
 HZ2657                          SUPERSEDED SURVEY CONTROL
 HZ2657
 HZ2657  NAD 83(1986)-  38 01 01.06429(N)    084 22 49.52030(W) AD(       ) 1
 HZ2657  NGVD 29 (10/12/93)  307.68   (m)         1009.4    (f) LEVELING    3  
 HZ2657
 HZ2657.Superseded values are not recommended for survey control.
 HZ2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2657.See file dsdata.txt to determine how the superseded data were derived.
 HZ2657
 HZ2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2995910936(NAD 83)
 HZ2657_MARKER: I = METAL ROD
 HZ2657_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2657_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2657_STAMPING: 0097
 HZ2657_MARK LOGO: LFUCG 
 HZ2657_PROJECTION: FLUSH
 HZ2657_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2657+STABILITY: POSITION/ELEVATION WELL
 HZ2657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2657+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2657_ROD/PIPE-DEPTH: 2    meters
 HZ2657_SLEEVE-DEPTH  : 1 meters
 HZ2657
 HZ2657  HISTORY     - Date     Condition        Report By
 HZ2657  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2657
 HZ2657                          STATION DESCRIPTION
 HZ2657
 HZ2657'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2657'FROM THE INTERSECTION OF WINCHESTER RD. AND WALNUT HILL CHILESBURG RD.
 HZ2657'TRAVEL SOUTH WEST ALONG WALNUT HILL CHILESBURG RD. FOR 1.4 MILES TO
 HZ2657'THE STATION ON THE LEFT. STATION IS LOCATED 12 FT (3.66 M) SOUTH OF
 HZ2657'THE SOUTH EDGE OF WALNUL HILL CHILESBURG RD., 150 FT (45.72 M) EAST
 HZ2657'OT THE CENTER OF BRIAR EAST RD., AND 4.4 FT (1.34 M) NORTH OF A PLANK
 HZ2657'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2658 ***********************************************************************
 HZ2658  DESIGNATION -  LFUCG GPS STA 0098
 HZ2658  PID         -  HZ2658
 HZ2658  STATE/COUNTY-  KY/FAYETTE
 HZ2658  USGS QUAD   -  CENTERVILLE (1984)
 HZ2658
 HZ2658                         *CURRENT SURVEY CONTROL
 HZ2658  ___________________________________________________________________
 HZ2658* NAD 83(1993)-  38 10 42.05381(N)    084 29 19.79809(W)     ADJUSTED  
 HZ2658* NAVD 88     -       273.38   (+/-2cm)     896.9    (feet)  VERTCON   
 HZ2658  ___________________________________________________________________
 HZ2658  X           -     482,158.554 (meters)                     COMP
 HZ2658  Y           -  -4,997,198.943 (meters)                     COMP
 HZ2658  Z           -   3,921,172.957 (meters)                     COMP
 HZ2658  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 HZ2658  ELLIP HEIGHT-         239.86  (meters)          (12/20/95) GPS OBS
 HZ2658  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ2658
 HZ2658  HORZ ORDER  -  FIRST
 HZ2658  VERT ORDER  -  THIRD ? (See Below)
 HZ2658  ELLP ORDER  -  FOURTH    CLASS I
 HZ2658
 HZ2658.The horizontal coordinates were established by GPS observations
 HZ2658.and adjusted by the National Geodetic Survey in December 1995..
 HZ2658
 HZ2658.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2658.The vertical order pertains to the NGVD 29 superseded value.
 HZ2658
 HZ2658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2658
 HZ2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2658
 HZ2658.The ellipsoidal height was determined by GPS observations
 HZ2658.and is referenced to NAD 83.
 HZ2658
 HZ2658.The geoid height was determined by GEOID03.
 HZ2658
 HZ2658;                    North         East     Units Scale Factor Converg.
 HZ2658;SPC KY1Z     - 1,205,512.120 1,610,490.274   MT  0.99991878   +0 46 27.5
 HZ2658;SPC KY1Z     - 3,955,084.35  5,283,750.17   sFT  0.99991878   +0 46 27.5
 HZ2658;SPC KY N     -    75,321.410   479,074.185   MT  0.99997472   -0 08 54.9
 HZ2658;SPC KY N     -   247,116.99  1,571,762.56   sFT  0.99997472   -0 08 54.9
 HZ2658;UTM  16      - 4,228,583.880   719,955.526   MT  1.00019588   +1 33 10.1
 HZ2658
 HZ2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2658!SPC KY1Z     -   0.99996236  x   0.99991878  =   0.99988115
 HZ2658!SPC KY N     -   0.99996236  x   0.99997472  =   0.99993709
 HZ2658!UTM  16      -   0.99996236  x   1.00019588  =   1.00015824
 HZ2658
 HZ2658                          SUPERSEDED SURVEY CONTROL
 HZ2658
 HZ2658  NAD 83(1986)-  38 10 42.06133(N)    084 29 19.80449(W) AD(       ) 1
 HZ2658  NGVD 29 (10/12/93)  273.55   (m)          897.5    (f) LEVELING    3  
 HZ2658
 HZ2658.Superseded values are not recommended for survey control.
 HZ2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2658.See file dsdata.txt to determine how the superseded data were derived.
 HZ2658
 HZ2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1995628584(NAD 83)
 HZ2658_MARKER: I = METAL ROD
 HZ2658_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HZ2658_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HZ2658_STAMPING: 0098
 HZ2658_MARK LOGO: LFUCG 
 HZ2658_PROJECTION: FLUSH
 HZ2658_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ2658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ2658+STABILITY: POSITION/ELEVATION WELL
 HZ2658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2658+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HZ2658_ROD/PIPE-DEPTH: 2    meters
 HZ2658_SLEEVE-DEPTH  : 1 meters
 HZ2658
 HZ2658  HISTORY     - Date     Condition        Report By
 HZ2658  HISTORY     - 1991     MONUMENTED       GRWAS
 HZ2658
 HZ2658                          STATION DESCRIPTION
 HZ2658
 HZ2658'DESCRIBED BY GRW AERIAL SURVEY 1991
 HZ2658'FROM THE INTERSECTION OF THE SCOTT COUNTY LINE AND NEWTOWN PIKE TRAVEL
 HZ2658'NORTH 0.1 MI (0.16 KM) TO THE STATION ON THE LEFT. STATION IS LOCATED
 HZ2658'17 FT (5.18 M) WEST OF THE WEST EDGE OF NEWTOWN PIKE, 4 FT (1.22 M)
 HZ2658'EAST OF A WOVEN WIRE FENCE, AND 42.5 FT (12.95 M) NORTH OF A POWER
 HZ2658'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3098 ***********************************************************************
 GZ3098  DESIGNATION -  LFUCG GPS STA 0099
 GZ3098  PID         -  GZ3098
 GZ3098  STATE/COUNTY-  KY/FAYETTE
 GZ3098  USGS QUAD   -  COLETOWN (1993)
 GZ3098
 GZ3098                         *CURRENT SURVEY CONTROL
 GZ3098  ___________________________________________________________________
 GZ3098* NAD 83(1993)-  37 58 47.63202(N)    084 25 11.31925(W)     ADJUSTED  
 GZ3098* NAVD 88     -       314.70   (+/-2cm)    1032.5    (feet)  VERTCON   
 GZ3098  ___________________________________________________________________
 GZ3098  X           -     489,502.429 (meters)                     COMP
 GZ3098  Y           -  -5,010,169.024 (meters)                     COMP
 GZ3098  Z           -   3,903,858.889 (meters)                     COMP
 GZ3098  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 GZ3098  ELLIP HEIGHT-         281.82  (meters)          (12/20/95) GPS OBS
 GZ3098  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 GZ3098
 GZ3098  HORZ ORDER  -  FIRST
 GZ3098  VERT ORDER  -  THIRD ? (See Below)
 GZ3098  ELLP ORDER  -  FOURTH    CLASS I
 GZ3098
 GZ3098.The horizontal coordinates were established by GPS observations
 GZ3098.and adjusted by the National Geodetic Survey in December 1995..
 GZ3098
 GZ3098.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3098.The vertical order pertains to the NGVD 29 superseded value.
 GZ3098
 GZ3098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3098
 GZ3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3098
 GZ3098.The ellipsoidal height was determined by GPS observations
 GZ3098.and is referenced to NAD 83.
 GZ3098
 GZ3098.The geoid height was determined by GEOID03.
 GZ3098
 GZ3098;                    North         East     Units Scale Factor Converg.
 GZ3098;SPC KY1Z     - 1,183,572.656 1,616,850.791   MT  0.99990657   +0 49 00.1
 GZ3098;SPC KY1Z     - 3,883,104.62  5,304,617.97   sFT  0.99990657   +0 49 00.1
 GZ3098;SPC KY N     -    53,280.751   485,081.058   MT  0.99999802   -0 06 20.3
 GZ3098;SPC KY N     -   174,805.26  1,591,470.10   sFT  0.99999802   -0 06 20.3
 GZ3098;UTM  16      - 4,206,725.866   726,614.294   MT  1.00023254   +1 35 18.5
 GZ3098
 GZ3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3098!SPC KY1Z     -   0.99995578  x   0.99990657  =   0.99986235
 GZ3098!SPC KY N     -   0.99995578  x   0.99999802  =   0.99995380
 GZ3098!UTM  16      -   0.99995578  x   1.00023254  =   1.00018831
 GZ3098
 GZ3098:                Primary Azimuth Mark                     Grid Az
 GZ3098:SPC KY1Z     -  LFUCG GPS STA 0104                       177 12 54.5
 GZ3098:SPC KY N     -  LFUCG GPS STA 0104                       178 08 14.9
 GZ3098:UTM  16      -  LFUCG GPS STA 0104                       176 26 36.1
 GZ3098
 GZ3098|---------------------------------------------------------------------|
 GZ3098| PID    Reference Object                     Distance      Geod. Az  |
 GZ3098|                                                           dddmmss.s |
 GZ3098| GZ3103 LFUCG GPS STA 0104                  APPROX. 1.7 KM 1780154.6 |
 GZ3098|---------------------------------------------------------------------|
 GZ3098
 GZ3098                          SUPERSEDED SURVEY CONTROL
 GZ3098
 GZ3098  NAD 83(1986)-  37 58 47.63897(N)    084 25 11.32404(W) AD(       ) 1
 GZ3098  NGVD 29 (10/12/93)  314.86   (m)         1033.0    (f) LEVELING    3  
 GZ3098
 GZ3098.Superseded values are not recommended for survey control.
 GZ3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3098.See file dsdata.txt to determine how the superseded data were derived.
 GZ3098
 GZ3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2661406726(NAD 83)
 GZ3098_MARKER: I = METAL ROD
 GZ3098_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3098_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3098_STAMPING: 0099
 GZ3098_MARK LOGO: LFUCG 
 GZ3098_PROJECTION: FLUSH
 GZ3098_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3098+STABILITY: POSITION/ELEVATION WELL
 GZ3098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3098+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3098_ROD/PIPE-DEPTH: 2    meters
 GZ3098_SLEEVE-DEPTH  : 1 meters
 GZ3098
 GZ3098  HISTORY     - Date     Condition        Report By
 GZ3098  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3098
 GZ3098                          STATION DESCRIPTION
 GZ3098
 GZ3098'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3098'FROM THE INTERSECTION OF RICHMOND RD. AND ATHENS BOONESBORO RD. TRAVEL
 GZ3098'SOUTH EAST FOR 0.41 MI (0.66 KM) TO THE STATION ON THE RIGHT. STATION
 GZ3098'IS LOCATED 94.10 FT (28.68 M) SOUTH OF A P.K. NAIL IN A CORNER FENCE
 GZ3098'POST, 3.9 FT (1.19 M) FROM A PLANK FENCE,AND 15 FT (4.57 M) FROM A
 GZ3098'P.K. NAIL IN THE TOP OF A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3099 ***********************************************************************
 GZ3099  DESIGNATION -  LFUCG GPS STA 0100
 GZ3099  PID         -  GZ3099
 GZ3099  STATE/COUNTY-  KY/FAYETTE
 GZ3099  USGS QUAD   -  FORD (1993)
 GZ3099
 GZ3099                         *CURRENT SURVEY CONTROL
 GZ3099  ___________________________________________________________________
 GZ3099* NAD 83(1993)-  37 59 30.47622(N)    084 21 38.44775(W)     ADJUSTED  
 GZ3099* NAVD 88     -       293.44   (+/-2cm)     962.7    (feet)  VERTCON   
 GZ3099  ___________________________________________________________________
 GZ3099  X           -     494,591.268 (meters)                     COMP
 GZ3099  Y           -  -5,008,835.355 (meters)                     COMP
 GZ3099  Z           -   3,904,886.981 (meters)                     COMP
 GZ3099  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 GZ3099  ELLIP HEIGHT-         260.53  (meters)          (12/20/95) GPS OBS
 GZ3099  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 GZ3099
 GZ3099  HORZ ORDER  -  FIRST
 GZ3099  VERT ORDER  -  THIRD ? (See Below)
 GZ3099  ELLP ORDER  -  FOURTH    CLASS I
 GZ3099
 GZ3099.The horizontal coordinates were established by GPS observations
 GZ3099.and adjusted by the National Geodetic Survey in December 1995..
 GZ3099
 GZ3099.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3099.The vertical order pertains to the NGVD 29 superseded value.
 GZ3099
 GZ3099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3099
 GZ3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3099
 GZ3099.The ellipsoidal height was determined by GPS observations
 GZ3099.and is referenced to NAD 83.
 GZ3099
 GZ3099.The geoid height was determined by GEOID03.
 GZ3099
 GZ3099;                    North         East     Units Scale Factor Converg.
 GZ3099;SPC KY1Z     - 1,184,969.056 1,622,025.127   MT  0.99990696   +0 51 10.8
 GZ3099;SPC KY1Z     - 3,887,685.98  5,321,594.10   sFT  0.99990696   +0 51 10.8
 GZ3099;SPC KY N     -    54,593.820   490,277.665   MT  0.99999629   -0 04 07.9
 GZ3099;SPC KY N     -   179,113.22  1,608,519.31   sFT  0.99999629   -0 04 07.9
 GZ3099;UTM  16      - 4,208,192.362   731,771.098   MT  1.00026165   +1 37 31.3
 GZ3099
 GZ3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3099!SPC KY1Z     -   0.99995912  x   0.99990696  =   0.99986608
 GZ3099!SPC KY N     -   0.99995912  x   0.99999629  =   0.99995541
 GZ3099!UTM  16      -   0.99995912  x   1.00026165  =   1.00022076
 GZ3099
 GZ3099                          SUPERSEDED SURVEY CONTROL
 GZ3099
 GZ3099  NAD 83(1986)-  37 59 30.48338(N)    084 21 38.45275(W) AD(       ) 1
 GZ3099  NGVD 29 (10/12/93)  293.60   (m)          963.3    (f) LEVELING    3  
 GZ3099
 GZ3099.Superseded values are not recommended for survey control.
 GZ3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3099.See file dsdata.txt to determine how the superseded data were derived.
 GZ3099
 GZ3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3177108192(NAD 83)
 GZ3099_MARKER: I = METAL ROD
 GZ3099_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3099_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3099_STAMPING: 0100
 GZ3099_MARK LOGO: LFUCG 
 GZ3099_PROJECTION: FLUSH
 GZ3099_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3099+STABILITY: POSITION/ELEVATION WELL
 GZ3099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3099+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3099_ROD/PIPE-DEPTH: 2    meters
 GZ3099_SLEEVE-DEPTH  : 1 meters
 GZ3099
 GZ3099  HISTORY     - Date     Condition        Report By
 GZ3099  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3099
 GZ3099                          STATION DESCRIPTION
 GZ3099
 GZ3099'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3099'STATION IS LOCATED AT THE SOUTH EAST CORNER OF THE INTERSECTION OF
 GZ3099'TODDS RD AND CLEVELAND RD. STATION IS 10.9 FT (3.32 M) SOUTH OF A
 GZ3099'P.K. NAIL SET IN THE SOUTH EDGE OF TODDS RD., 8.9 FT (2.71 M) NORTH
 GZ3099'EAST OF A P.K. NAIL SET IN THE TOP OF A POST IN A BEND OF A PLANK
 GZ3099'FENCE, AND 8.6 FT (2.62 M) NORTH WEST OF A P.K. NAIL SET IN THE TOP
 GZ3099'OF A POST IN THE PLANK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3100 ***********************************************************************
 GZ3100  DESIGNATION -  LFUCG GPS STA 0101
 GZ3100  PID         -  GZ3100
 GZ3100  STATE/COUNTY-  KY/FAYETTE
 GZ3100  USGS QUAD   -  FORD (1993)
 GZ3100
 GZ3100                         *CURRENT SURVEY CONTROL
 GZ3100  ___________________________________________________________________
 GZ3100* NAD 83(1993)-  37 59 59.42606(N)    084 19 43.57939(W)     ADJUSTED  
 GZ3100* NAVD 88     -       294.47   (+/-2cm)     966.1    (feet)  VERTCON   
 GZ3100  ___________________________________________________________________
 GZ3100  X           -     497,326.376 (meters)                     COMP
 GZ3100  Y           -  -5,008,013.118 (meters)                     COMP
 GZ3100  Z           -   3,905,591.043 (meters)                     COMP
 GZ3100  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 GZ3100  ELLIP HEIGHT-         261.54  (meters)          (12/20/95) GPS OBS
 GZ3100  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GZ3100
 GZ3100  HORZ ORDER  -  FIRST
 GZ3100  VERT ORDER  -  THIRD ? (See Below)
 GZ3100  ELLP ORDER  -  FOURTH    CLASS I
 GZ3100
 GZ3100.The horizontal coordinates were established by GPS observations
 GZ3100.and adjusted by the National Geodetic Survey in December 1995..
 GZ3100
 GZ3100.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3100.The vertical order pertains to the NGVD 29 superseded value.
 GZ3100
 GZ3100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3100
 GZ3100.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3100
 GZ3100.The ellipsoidal height was determined by GPS observations
 GZ3100.and is referenced to NAD 83.
 GZ3100
 GZ3100.The geoid height was determined by GEOID03.
 GZ3100
 GZ3100;                    North         East     Units Scale Factor Converg.
 GZ3100;SPC KY1Z     - 1,185,903.662 1,624,813.816   MT  0.99990725   +0 52 21.3
 GZ3100;SPC KY1Z     - 3,890,752.26  5,330,743.33   sFT  0.99990725   +0 52 21.3
 GZ3100;SPC KY N     -    55,483.525   493,081.276   MT  0.99999515   -0 02 56.4
 GZ3100;SPC KY N     -   182,032.20  1,617,717.49   sFT  0.99999515   -0 02 56.4
 GZ3100;UTM  16      - 4,209,164.836   734,547.939   MT  1.00027760   +1 38 43.1
 GZ3100
 GZ3100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3100!SPC KY1Z     -   0.99995896  x   0.99990725  =   0.99986622
 GZ3100!SPC KY N     -   0.99995896  x   0.99999515  =   0.99995411
 GZ3100!UTM  16      -   0.99995896  x   1.00027760  =   1.00023655
 GZ3100
 GZ3100                          SUPERSEDED SURVEY CONTROL
 GZ3100
 GZ3100  NAD 83(1986)-  37 59 59.43346(N)    084 19 43.58456(W) AD(       ) 1
 GZ3100  NGVD 29 (10/12/93)  294.62   (m)          966.6    (f) LEVELING    3  
 GZ3100
 GZ3100.Superseded values are not recommended for survey control.
 GZ3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3100.See file dsdata.txt to determine how the superseded data were derived.
 GZ3100
 GZ3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3454809165(NAD 83)
 GZ3100_MARKER: I = METAL ROD
 GZ3100_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3100_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3100_STAMPING: 0101
 GZ3100_MARK LOGO: LFUCG 
 GZ3100_PROJECTION: FLUSH
 GZ3100_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3100+STABILITY: POSITION/ELEVATION WELL
 GZ3100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3100+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3100_ROD/PIPE-DEPTH: 2    meters
 GZ3100_SLEEVE-DEPTH  : 1 meters
 GZ3100
 GZ3100  HISTORY     - Date     Condition        Report By
 GZ3100  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3100
 GZ3100                          STATION DESCRIPTION
 GZ3100
 GZ3100'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3100'FROM THE INTERSECTION OF TODDS RD AND CLEVELAND RD TRAVEL WEST ALONG
 GZ3100'TODDS RD FOR 1.9 MI (3.06 KM) TO THE STATION ON THE LEFT. STATION IS
 GZ3100'LOCATED 6 FT (1.83 M) NORTH OF THE NORTH EDGE OF TODDS RD., 64 FT
 GZ3100'(19.51 M) WEST OF A TELEPHONE POLE, AND 206 FT (62.79 M) WEST OF MILE
 GZ3100'MARKER 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3101 ***********************************************************************
 GZ3101  DESIGNATION -  LFUCG GPS STA 0102
 GZ3101  PID         -  GZ3101
 GZ3101  STATE/COUNTY-  KY/FAYETTE
 GZ3101  USGS QUAD   -  FORD (1993)
 GZ3101
 GZ3101                         *CURRENT SURVEY CONTROL
 GZ3101  ___________________________________________________________________
 GZ3101* NAD 83(1993)-  37 57 03.41002(N)    084 22 03.42116(W)     ADJUSTED  
 GZ3101* NAVD 88     -       293.66   (+/-2cm)     963.4    (feet)  VERTCON   
 GZ3101  ___________________________________________________________________
 GZ3101  X           -     494,258.671 (meters)                     COMP
 GZ3101  Y           -  -5,011,671.966 (meters)                     COMP
 GZ3101  Z           -   3,901,312.513 (meters)                     COMP
 GZ3101  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 GZ3101  ELLIP HEIGHT-         260.87  (meters)          (12/20/95) GPS OBS
 GZ3101  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 GZ3101
 GZ3101  HORZ ORDER  -  FIRST
 GZ3101  VERT ORDER  -  THIRD ? (See Below)
 GZ3101  ELLP ORDER  -  FOURTH    CLASS I
 GZ3101
 GZ3101.The horizontal coordinates were established by GPS observations
 GZ3101.and adjusted by the National Geodetic Survey in December 1995..
 GZ3101
 GZ3101.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3101.The vertical order pertains to the NGVD 29 superseded value.
 GZ3101
 GZ3101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3101
 GZ3101.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3101
 GZ3101.The ellipsoidal height was determined by GPS observations
 GZ3101.and is referenced to NAD 83.
 GZ3101
 GZ3101.The geoid height was determined by GEOID03.
 GZ3101
 GZ3101;                    North         East     Units Scale Factor Converg.
 GZ3101;SPC KY1Z     - 1,180,426.555 1,621,483.043   MT  0.99990578   +0 50 55.4
 GZ3101;SPC KY1Z     - 3,872,782.79  5,319,815.62   sFT  0.99990578   +0 50 55.4
 GZ3101;SPC KY N     -    50,060.207   489,662.511   MT  1.00000242   -0 04 23.4
 GZ3101;SPC KY N     -   164,239.20  1,606,501.09   sFT  1.00000242   -0 04 23.4
 GZ3101;SPC KY S     -   680,409.330   621,494.994   MT  1.00000326   +0 50 18.1
 GZ3101;SPC KY S     - 2,232,309.61  2,039,021.49   sFT  1.00000326   +0 50 18.1
 GZ3101;UTM  16      - 4,203,641.363   731,290.067   MT  1.00025892   +1 37 10.6
 GZ3101
 GZ3101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3101!SPC KY1Z     -   0.99995907  x   0.99990578  =   0.99986485
 GZ3101!SPC KY N     -   0.99995907  x   1.00000242  =   0.99996149
 GZ3101!SPC KY S     -   0.99995907  x   1.00000326  =   0.99996233
 GZ3101!UTM  16      -   0.99995907  x   1.00025892  =   1.00021798
 GZ3101
 GZ3101                          SUPERSEDED SURVEY CONTROL
 GZ3101
 GZ3101  NAD 83(1986)-  37 57 03.41707(N)    084 22 03.42602(W) AD(       ) 1
 GZ3101  NGVD 29 (10/12/93)  293.82   (m)          964.0    (f) LEVELING    3  
 GZ3101
 GZ3101.Superseded values are not recommended for survey control.
 GZ3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3101.See file dsdata.txt to determine how the superseded data were derived.
 GZ3101
 GZ3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3129003641(NAD 83)
 GZ3101_MARKER: A = ALUMINUM MARKER
 GZ3101_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GZ3101_SP_SET: ALUMINUM DISK IN CONCRETE SLAB
 GZ3101_STAMPING: 0102
 GZ3101_MARK LOGO: LFUCG 
 GZ3101_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ3101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3101+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3101
 GZ3101  HISTORY     - Date     Condition        Report By
 GZ3101  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3101
 GZ3101                          STATION DESCRIPTION
 GZ3101
 GZ3101'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3101'FROM THE INTERSECTION OF I-75 AND ATHENS BOONESBORO RD. TRAVEL EAST
 GZ3101'ALONG ATHENS BOONESBOTO RD. FOR 1.28 MI (2.06 KM) TO THE STATION ON
 GZ3101'THE RIGHT AT THE TOP OF A CUT SLOPE AT THE ROW FENCE FOR ATHENS
 GZ3101'SCHOOL. STATION IS SET IN THE NORTH WEST CORNER OF A WATER METER
 GZ3101'VAULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3102 ***********************************************************************
 GZ3102  DESIGNATION -  LFUCG GPS STA 0103
 GZ3102  PID         -  GZ3102
 GZ3102  STATE/COUNTY-  KY/FAYETTE
 GZ3102  USGS QUAD   -  COLETOWN (1993)
 GZ3102
 GZ3102                         *CURRENT SURVEY CONTROL
 GZ3102  ___________________________________________________________________
 GZ3102* NAD 83(1993)-  37 57 43.15232(N)    084 23 15.80341(W)     ADJUSTED  
 GZ3102* NAVD 88     -       316.38   (+/-2cm)    1038.0    (feet)  VERTCON   
 GZ3102  ___________________________________________________________________
 GZ3102  X           -     492,427.989 (meters)                     COMP
 GZ3102  Y           -  -5,011,112.811 (meters)                     COMP
 GZ3102  Z           -   3,902,292.652 (meters)                     COMP
 GZ3102  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 GZ3102  ELLIP HEIGHT-         283.54  (meters)          (12/20/95) GPS OBS
 GZ3102  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 GZ3102
 GZ3102  HORZ ORDER  -  FIRST
 GZ3102  VERT ORDER  -  THIRD ? (See Below)
 GZ3102  ELLP ORDER  -  FOURTH    CLASS I
 GZ3102
 GZ3102.The horizontal coordinates were established by GPS observations
 GZ3102.and adjusted by the National Geodetic Survey in December 1995..
 GZ3102
 GZ3102.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3102.The vertical order pertains to the NGVD 29 superseded value.
 GZ3102
 GZ3102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3102
 GZ3102.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3102
 GZ3102.The ellipsoidal height was determined by GPS observations
 GZ3102.and is referenced to NAD 83.
 GZ3102
 GZ3102.The geoid height was determined by GEOID03.
 GZ3102
 GZ3102;                    North         East     Units Scale Factor Converg.
 GZ3102;SPC KY1Z     - 1,181,625.666 1,619,698.365   MT  0.99990605   +0 50 11.0
 GZ3102;SPC KY1Z     - 3,876,716.87  5,313,960.39   sFT  0.99990605   +0 50 11.0
 GZ3102;SPC KY N     -    51,287.997   487,897.190   MT  1.00000071   -0 05 08.4
 GZ3102;SPC KY N     -   168,267.37  1,600,709.36   sFT  1.00000071   -0 05 08.4
 GZ3102;UTM  16      - 4,204,816.757   729,488.788   MT  1.00024869   +1 36 27.4
 GZ3102
 GZ3102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3102!SPC KY1Z     -   0.99995551  x   0.99990605  =   0.99986156
 GZ3102!SPC KY N     -   0.99995551  x   1.00000071  =   0.99995622
 GZ3102!UTM  16      -   0.99995551  x   1.00024869  =   1.00020419
 GZ3102
 GZ3102                          SUPERSEDED SURVEY CONTROL
 GZ3102
 GZ3102  NAD 83(1986)-  37 57 43.15939(N)    084 23 15.80827(W) AD(       ) 1
 GZ3102  NGVD 29 (10/12/93)  316.53   (m)         1038.5    (f) LEVELING    3  
 GZ3102
 GZ3102.Superseded values are not recommended for survey control.
 GZ3102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3102.See file dsdata.txt to determine how the superseded data were derived.
 GZ3102
 GZ3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2948904817(NAD 83)
 GZ3102_MARKER: I = METAL ROD
 GZ3102_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3102_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3102_STAMPING: 0103
 GZ3102_MARK LOGO: LFUCG 
 GZ3102_PROJECTION: FLUSH
 GZ3102_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3102+STABILITY: POSITION/ELEVATION WELL
 GZ3102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3102+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3102_ROD/PIPE-DEPTH: 2    meters
 GZ3102_SLEEVE-DEPTH  : 1 meters
 GZ3102
 GZ3102  HISTORY     - Date     Condition        Report By
 GZ3102  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3102
 GZ3102                          STATION DESCRIPTION
 GZ3102
 GZ3102'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3102'STATION SETS AT THE SOUTH EAST CORNER OF THE INTERSECTION OF ATHENS
 GZ3102'BOONESBORO RD AND THE I-75 NORTH BOUND OFF RAMP. STATION IS 3 FT
 GZ3102'(0.91 M) SOUTH OF K.D.O.T. MONUMENT GRW 7-47 1987, 15.5 FT (4.72 M)
 GZ3102'SOUTH OF A POWER POLE, AND 9.7 FT (2.96 M) WEST OF THE END OF A ROW
 GZ3102'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3103 ***********************************************************************
 GZ3103  DESIGNATION -  LFUCG GPS STA 0104
 GZ3103  PID         -  GZ3103
 GZ3103  STATE/COUNTY-  KY/FAYETTE
 GZ3103  USGS QUAD   -  COLETOWN (1993)
 GZ3103
 GZ3103                         *CURRENT SURVEY CONTROL
 GZ3103  ___________________________________________________________________
 GZ3103* NAD 83(1993)-  37 57 51.88125(N)    084 25 08.89932(W)     ADJUSTED  
 GZ3103* NAVD 88     -       314.98   (+/-2cm)    1033.4    (feet)  VERTCON   
 GZ3103  ___________________________________________________________________
 GZ3103  X           -     489,664.088 (meters)                     COMP
 GZ3103  Y           -  -5,011,216.140 (meters)                     COMP
 GZ3103  Z           -   3,902,503.954 (meters)                     COMP
 GZ3103  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 GZ3103  ELLIP HEIGHT-         282.09  (meters)          (12/20/95) GPS OBS
 GZ3103  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GZ3103
 GZ3103  HORZ ORDER  -  FIRST
 GZ3103  VERT ORDER  -  THIRD ? (See Below)
 GZ3103  ELLP ORDER  -  FOURTH    CLASS I
 GZ3103
 GZ3103.The horizontal coordinates were established by GPS observations
 GZ3103.and adjusted by the National Geodetic Survey in December 1995..
 GZ3103
 GZ3103.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3103.The vertical order pertains to the NGVD 29 superseded value.
 GZ3103
 GZ3103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3103
 GZ3103.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3103
 GZ3103.The ellipsoidal height was determined by GPS observations
 GZ3103.and is referenced to NAD 83.
 GZ3103
 GZ3103.The geoid height was determined by GEOID03.
 GZ3103
 GZ3103;                    North         East     Units Scale Factor Converg.
 GZ3103;SPC KY1Z     - 1,181,854.914 1,616,934.347   MT  0.99990612   +0 49 01.5
 GZ3103;SPC KY1Z     - 3,877,469.00  5,304,892.10   sFT  0.99990612   +0 49 01.5
 GZ3103;SPC KY N     -    51,561.727   485,136.959   MT  1.00000034   -0 06 18.8
 GZ3103;SPC KY N     -   169,165.43  1,591,653.51   sFT  1.00000034   -0 06 18.8
 GZ3103;UTM  16      - 4,205,008.845   726,721.008   MT  1.00023314   +1 35 18.1
 GZ3103
 GZ3103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3103!SPC KY1Z     -   0.99995574  x   0.99990612  =   0.99986186
 GZ3103!SPC KY N     -   0.99995574  x   1.00000034  =   0.99995608
 GZ3103!UTM  16      -   0.99995574  x   1.00023314  =   1.00018887
 GZ3103
 GZ3103:                Primary Azimuth Mark                     Grid Az
 GZ3103:SPC KY1Z     -  LFUCG GPS STA 0099                       357 12 54.6
 GZ3103:SPC KY N     -  LFUCG GPS STA 0099                       358 08 14.9
 GZ3103:UTM  16      -  LFUCG GPS STA 0099                       356 26 38.0
 GZ3103
 GZ3103|---------------------------------------------------------------------|
 GZ3103| PID    Reference Object                     Distance      Geod. Az  |
 GZ3103|                                                           dddmmss.s |
 GZ3103| GZ3098 LFUCG GPS STA 0099                  APPROX. 1.7 KM 3580156.1 |
 GZ3103|---------------------------------------------------------------------|
 GZ3103
 GZ3103                          SUPERSEDED SURVEY CONTROL
 GZ3103
 GZ3103  NAD 83(1986)-  37 57 51.88818(N)    084 25 08.90405(W) AD(       ) 1
 GZ3103  NGVD 29 (10/12/93)  315.13   (m)         1033.9    (f) LEVELING    3  
 GZ3103
 GZ3103.Superseded values are not recommended for survey control.
 GZ3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3103.See file dsdata.txt to determine how the superseded data were derived.
 GZ3103
 GZ3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2672105009(NAD 83)
 GZ3103_MARKER: I = METAL ROD
 GZ3103_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3103_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3103_STAMPING: 0104
 GZ3103_MARK LOGO: LFUCG 
 GZ3103_PROJECTION: FLUSH
 GZ3103_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3103+STABILITY: POSITION/ELEVATION WELL
 GZ3103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3103+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3103_ROD/PIPE-DEPTH: 2    meters
 GZ3103_SLEEVE-DEPTH  : 1 meters
 GZ3103
 GZ3103  HISTORY     - Date     Condition        Report By
 GZ3103  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3103
 GZ3103                          STATION DESCRIPTION
 GZ3103
 GZ3103'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3103'FROM THE INTERSECTION OF RICHMOND RD. AND BOONESBORO RD. TRAVEL SOUTH
 GZ3103'EAST ALONG RICHMOND RD. FOR 1.45 MI (2.33 KM) TO THE STATION ON THE
 GZ3103'RIGHT. STATION IS LOCATED 15.6 FT (4.75 M) SOUTH WEST OF THE WEST
 GZ3103'EDGE OF RICHMOND RD., 12 FT (3.66 M) NORTH WEST OF A POWER POLE, AND
 GZ3103'3 FT (0.91 M) NORTH EAST OF A PLANK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3104 ***********************************************************************
 GZ3104  DESIGNATION -  LFUCG GPS STA 0105
 GZ3104  PID         -  GZ3104
 GZ3104  STATE/COUNTY-  KY/FAYETTE
 GZ3104  USGS QUAD   -  COLETOWN (1993)
 GZ3104
 GZ3104                         *CURRENT SURVEY CONTROL
 GZ3104  ___________________________________________________________________
 GZ3104* NAD 83(1993)-  37 58 15.17670(N)    084 26 48.21447(W)     ADJUSTED  
 GZ3104* NAVD 88     -       290.80   (+/-2cm)     954.1    (feet)  VERTCON   
 GZ3104  ___________________________________________________________________
 GZ3104  X           -     487,206.554 (meters)                     COMP
 GZ3104  Y           -  -5,010,992.517 (meters)                     COMP
 GZ3104  Z           -   3,903,055.328 (meters)                     COMP
 GZ3104  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 GZ3104  ELLIP HEIGHT-         257.89  (meters)          (12/20/95) GPS OBS
 GZ3104  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GZ3104
 GZ3104  HORZ ORDER  -  FIRST
 GZ3104  VERT ORDER  -  THIRD ? (See Below)
 GZ3104  ELLP ORDER  -  FOURTH    CLASS I
 GZ3104
 GZ3104.The horizontal coordinates were established by GPS observations
 GZ3104.and adjusted by the National Geodetic Survey in December 1995..
 GZ3104
 GZ3104.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3104.The vertical order pertains to the NGVD 29 superseded value.
 GZ3104
 GZ3104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3104
 GZ3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3104
 GZ3104.The ellipsoidal height was determined by GPS observations
 GZ3104.and is referenced to NAD 83.
 GZ3104
 GZ3104.The geoid height was determined by GEOID03.
 GZ3104
 GZ3104;                    North         East     Units Scale Factor Converg.
 GZ3104;SPC KY1Z     - 1,182,538.817 1,614,500.535   MT  0.99990630   +0 48 00.6
 GZ3104;SPC KY1Z     - 3,879,712.77  5,296,907.17   sFT  0.99990630   +0 48 00.6
 GZ3104;SPC KY N     -    52,284.790   482,714.244   MT  0.99999936   -0 07 20.6
 GZ3104;SPC KY N     -   171,537.68  1,583,704.98   sFT  0.99999936   -0 07 20.6
 GZ3104;UTM  16      - 4,205,660.130   724,277.427   MT  1.00021956   +1 34 17.7
 GZ3104
 GZ3104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3104!SPC KY1Z     -   0.99995953  x   0.99990630  =   0.99986584
 GZ3104!SPC KY N     -   0.99995953  x   0.99999936  =   0.99995889
 GZ3104!UTM  16      -   0.99995953  x   1.00021956  =   1.00017909
 GZ3104
 GZ3104                          SUPERSEDED SURVEY CONTROL
 GZ3104
 GZ3104  NAD 83(1986)-  37 58 15.18349(N)    084 26 48.21900(W) AD(       ) 1
 GZ3104  NGVD 29 (10/12/93)  290.95   (m)          954.6    (f) LEVELING    3  
 GZ3104
 GZ3104.Superseded values are not recommended for survey control.
 GZ3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3104.See file dsdata.txt to determine how the superseded data were derived.
 GZ3104
 GZ3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2427705660(NAD 83)
 GZ3104_MARKER: I = METAL ROD
 GZ3104_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GZ3104+WITH SETTING: INFORMATION.
 GZ3104_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3104_STAMPING: 0105
 GZ3104_MARK LOGO: LFUCG 
 GZ3104_PROJECTION: FLUSH
 GZ3104_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ3104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3104+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 GZ3104_ROD/PIPE-DEPTH: 2    meters
 GZ3104_SLEEVE-DEPTH  : 1 meters
 GZ3104
 GZ3104  HISTORY     - Date     Condition        Report By
 GZ3104  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3104  HISTORY     - 19920715 GOOD             GRWAS
 GZ3104
 GZ3104                          STATION DESCRIPTION
 GZ3104
 GZ3104'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3104'FROM THE INTERSECTION OF RICHMOND RD. AND DELONG RD. TRAVEL SOUTH WEST
 GZ3104'ALONG DELONG RD. FOR 1.55 MI (2.49 KM) TO THE STATION ON THE RIGHT.
 GZ3104'STATION IS LOCATED 3.15 FT (0.96 M) WEST OF THE WEST EDGE OF DELONG
 GZ3104'RD., 5.45 FT (1.66 M) EAST OF A PLANK FENCE, AND 5.75 FT (1.75 M)
 GZ3104'EAST OF A TELEPHONE POLE.
 GZ3104
 GZ3104                          STATION RECOVERY (1992)
 GZ3104
 GZ3104'RECOVERY NOTE BY GRW AERIAL SURVEY 1992 (BZ)
 GZ3104'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3105 ***********************************************************************
 GZ3105  DESIGNATION -  LFUCG GPS STA 0106
 GZ3105  PID         -  GZ3105
 GZ3105  STATE/COUNTY-  KY/FAYETTE
 GZ3105  USGS QUAD   -  COLETOWN (1993)
 GZ3105
 GZ3105                         *CURRENT SURVEY CONTROL
 GZ3105  ___________________________________________________________________
 GZ3105* NAD 83(1993)-  37 56 08.46633(N)    084 27 21.78725(W)     ADJUSTED  
 GZ3105* NAVD 88     -       305.14   (+/-2cm)    1001.1    (feet)  VERTCON   
 GZ3105  ___________________________________________________________________
 GZ3105  X           -     486,624.167 (meters)                     COMP
 GZ3105  Y           -  -5,013,474.676 (meters)                     COMP
 GZ3105  Z           -   3,899,983.567 (meters)                     COMP
 GZ3105  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 GZ3105  ELLIP HEIGHT-         272.34  (meters)          (12/20/95) GPS OBS
 GZ3105  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GZ3105
 GZ3105  HORZ ORDER  -  FIRST
 GZ3105  VERT ORDER  -  THIRD ? (See Below)
 GZ3105  ELLP ORDER  -  FOURTH    CLASS I
 GZ3105
 GZ3105.The horizontal coordinates were established by GPS observations
 GZ3105.and adjusted by the National Geodetic Survey in December 1995..
 GZ3105
 GZ3105.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3105.The vertical order pertains to the NGVD 29 superseded value.
 GZ3105
 GZ3105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3105
 GZ3105.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3105
 GZ3105.The ellipsoidal height was determined by GPS observations
 GZ3105.and is referenced to NAD 83.
 GZ3105
 GZ3105.The geoid height was determined by GEOID03.
 GZ3105
 GZ3105;                    North         East     Units Scale Factor Converg.
 GZ3105;SPC KY1Z     - 1,178,621.411 1,613,735.424   MT  0.99990547   +0 47 40.0
 GZ3105;SPC KY1Z     - 3,866,860.41  5,294,396.97   sFT  0.99990547   +0 47 40.0
 GZ3105;SPC KY N     -    48,379.835   481,886.078   MT  1.00000483   -0 07 41.4
 GZ3105;SPC KY N     -   158,726.18  1,580,987.91   sFT  1.00000483   -0 07 41.4
 GZ3105;UTM  16      - 4,201,731.561   723,564.862   MT  1.00021563   +1 33 52.6
 GZ3105
 GZ3105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3105!SPC KY1Z     -   0.99995727  x   0.99990547  =   0.99986274
 GZ3105!SPC KY N     -   0.99995727  x   1.00000483  =   0.99996210
 GZ3105!UTM  16      -   0.99995727  x   1.00021563  =   1.00017289
 GZ3105
 GZ3105                          SUPERSEDED SURVEY CONTROL
 GZ3105
 GZ3105  NAD 83(1986)-  37 56 08.47327(N)    084 27 21.79201(W) AD(       ) 1
 GZ3105  NGVD 29 (10/12/93)  305.29   (m)         1001.6    (f) LEVELING    3  
 GZ3105
 GZ3105.Superseded values are not recommended for survey control.
 GZ3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3105.See file dsdata.txt to determine how the superseded data were derived.
 GZ3105
 GZ3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2356501732(NAD 83)
 GZ3105_MARKER: I = METAL ROD
 GZ3105_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3105_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3105_STAMPING: 0106
 GZ3105_MARK LOGO: LFUCG 
 GZ3105_PROJECTION: FLUSH
 GZ3105_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3105+STABILITY: POSITION/ELEVATION WELL
 GZ3105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3105+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3105_ROD/PIPE-DEPTH: 2    meters
 GZ3105_SLEEVE-DEPTH  : 1 meters
 GZ3105
 GZ3105  HISTORY     - Date     Condition        Report By
 GZ3105  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3105
 GZ3105                          STATION DESCRIPTION
 GZ3105
 GZ3105'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3105'FROM THE INTERSECTION OF MAN-O-WAR BLVD AND TATES CREEK RD. GO SOUTH
 GZ3105'ALONG TATES CREEK RD. FOR 3.6 MI (5.79 KM) TO ITS INTERSECTION WITH
 GZ3105'WALNUT HILL RD. TURN LEFT ONTO WALNUT HILL RD. AND CONTINUE FOR 1.21
 GZ3105'MILES TO THE INTERSECTION OF WALNUT HILL RD AND DELONG RD.. STATION
 GZ3105'SETS TO THE NORTH OF DELONG RD. STATION SETS 3 FT (0.91 M) SOUTH OF A
 GZ3105'PLANK FENCE, 26.5 FT (8.08 M) EAST OF A MONUMENT SET BY GRW IN 1977
 GZ3105'MARKED NO 82, AND 10.5 FT (3.20 M) NORTH OF THE NORTH EDGE OF DELONG
 GZ3105'RD..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3106 ***********************************************************************
 GZ3106  DESIGNATION -  LFUCG GPS STA 0107
 GZ3106  PID         -  GZ3106
 GZ3106  STATE/COUNTY-  KY/FAYETTE
 GZ3106  USGS QUAD   -  COLETOWN (1993)
 GZ3106
 GZ3106                         *CURRENT SURVEY CONTROL
 GZ3106  ___________________________________________________________________
 GZ3106* NAD 83(1993)-  37 56 50.78465(N)    084 29 03.87151(W)     ADJUSTED  
 GZ3106* NAVD 88     -       296.86   (+/-2cm)     973.9    (feet)  VERTCON   
 GZ3106  ___________________________________________________________________
 GZ3106  X           -     484,065.098 (meters)                     COMP
 GZ3106  Y           -  -5,012,909.754 (meters)                     COMP
 GZ3106  Z           -   3,901,007.436 (meters)                     COMP
 GZ3106  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 GZ3106  ELLIP HEIGHT-         263.95  (meters)          (12/20/95) GPS OBS
 GZ3106  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GZ3106
 GZ3106  HORZ ORDER  -  FIRST
 GZ3106  VERT ORDER  -  THIRD ? (See Below)
 GZ3106  ELLP ORDER  -  FOURTH    CLASS I
 GZ3106
 GZ3106.The horizontal coordinates were established by GPS observations
 GZ3106.and adjusted by the National Geodetic Survey in December 1995..
 GZ3106
 GZ3106.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3106.The vertical order pertains to the NGVD 29 superseded value.
 GZ3106
 GZ3106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3106
 GZ3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3106
 GZ3106.The ellipsoidal height was determined by GPS observations
 GZ3106.and is referenced to NAD 83.
 GZ3106
 GZ3106.The geoid height was determined by GEOID03.
 GZ3106
 GZ3106;                    North         East     Units Scale Factor Converg.
 GZ3106;SPC KY1Z     - 1,179,891.747 1,611,225.385   MT  0.99990571   +0 46 37.3
 GZ3106;SPC KY1Z     - 3,871,028.17  5,286,161.95   sFT  0.99990571   +0 46 37.3
 GZ3106;SPC KY N     -    49,690.557   479,396.578   MT  1.00000297   -0 08 44.9
 GZ3106;SPC KY N     -   163,026.44  1,572,820.27   sFT  1.00000297   -0 08 44.9
 GZ3106;UTM  16      - 4,202,968.410   721,037.205   MT  1.00020179   +1 32 51.2
 GZ3106
 GZ3106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3106!SPC KY1Z     -   0.99995858  x   0.99990571  =   0.99986430
 GZ3106!SPC KY N     -   0.99995858  x   1.00000297  =   0.99996155
 GZ3106!UTM  16      -   0.99995858  x   1.00020179  =   1.00016037
 GZ3106
 GZ3106                          SUPERSEDED SURVEY CONTROL
 GZ3106
 GZ3106  NAD 83(1986)-  37 56 50.79194(N)    084 29 03.87648(W) AD(       ) 1
 GZ3106  NGVD 29 (10/12/93)  297.01   (m)          974.4    (f) LEVELING    3  
 GZ3106
 GZ3106.Superseded values are not recommended for survey control.
 GZ3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3106.See file dsdata.txt to determine how the superseded data were derived.
 GZ3106
 GZ3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2103702968(NAD 83)
 GZ3106_MARKER: I = METAL ROD
 GZ3106_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3106_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3106_STAMPING: 0107
 GZ3106_MARK LOGO: LFUCG 
 GZ3106_PROJECTION: FLUSH
 GZ3106_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3106+STABILITY: POSITION/ELEVATION WELL
 GZ3106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3106+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3106_ROD/PIPE-DEPTH: 2    meters
 GZ3106_SLEEVE-DEPTH  : 1 meters
 GZ3106
 GZ3106  HISTORY     - Date     Condition        Report By
 GZ3106  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3106
 GZ3106                          STATION DESCRIPTION
 GZ3106
 GZ3106'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3106'FROM THE INTERSECTION OF TATES CREEK RD. AND MAN-O-WAR BLVD. TRAVEL
 GZ3106'SOUTH ALONG TATES CREEK RD. FOR 1.75 MI (2.82 KM) TO THE STATION ON
 GZ3106'THE LEFT. STATION SETS 51 FT (15.54 M) EAST OF THE EAST EDGE OF TATES
 GZ3106'CREEK RD., NORTH EAST AND ACROSS THE ROAD FROM FIRE GATE 44, 200 FT
 GZ3106'(60.96 M) SOUTH OF FIRE GATE 43, AND 3.1 FT (0.94 M) WEST OF A PLANK
 GZ3106'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3107 ***********************************************************************
 GZ3107  DESIGNATION -  LFUCG GPS STA 0108
 GZ3107  PID         -  GZ3107
 GZ3107  STATE/COUNTY-  KY/FAYETTE
 GZ3107  USGS QUAD   -  COLETOWN (1993)
 GZ3107
 GZ3107                         *CURRENT SURVEY CONTROL
 GZ3107  ___________________________________________________________________
 GZ3107* NAD 83(1993)-  37 57 04.52977(N)    084 26 06.97300(W)     ADJUSTED  
 GZ3107* NAVD 88     -       307.24   (+/-2cm)    1008.0    (feet)  VERTCON   
 GZ3107  ___________________________________________________________________
 GZ3107  X           -     488,339.659 (meters)                     COMP
 GZ3107  Y           -  -5,012,241.565 (meters)                     COMP
 GZ3107  Z           -   3,901,348.059 (meters)                     COMP
 GZ3107  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 GZ3107  ELLIP HEIGHT-         274.40  (meters)          (12/20/95) GPS OBS
 GZ3107  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GZ3107
 GZ3107  HORZ ORDER  -  FIRST
 GZ3107  VERT ORDER  -  THIRD ? (See Below)
 GZ3107  ELLP ORDER  -  FOURTH    CLASS I
 GZ3107
 GZ3107.The horizontal coordinates were established by GPS observations
 GZ3107.and adjusted by the National Geodetic Survey in December 1995..
 GZ3107
 GZ3107.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3107.The vertical order pertains to the NGVD 29 superseded value.
 GZ3107
 GZ3107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3107
 GZ3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3107
 GZ3107.The ellipsoidal height was determined by GPS observations
 GZ3107.and is referenced to NAD 83.
 GZ3107
 GZ3107.The geoid height was determined by GEOID03.
 GZ3107
 GZ3107;                    North         East     Units Scale Factor Converg.
 GZ3107;SPC KY1Z     - 1,180,375.159 1,615,537.627   MT  0.99990579   +0 48 25.9
 GZ3107;SPC KY1Z     - 3,872,614.17  5,300,309.70   sFT  0.99990579   +0 48 25.9
 GZ3107;SPC KY N     -    50,104.508   483,716.463   MT  1.00000237   -0 06 54.9
 GZ3107;SPC KY N     -   164,384.54  1,586,993.10   sFT  1.00000237   -0 06 54.9
 GZ3107;UTM  16      - 4,203,509.944   725,343.881   MT  1.00022547   +1 34 40.6
 GZ3107
 GZ3107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3107!SPC KY1Z     -   0.99995694  x   0.99990579  =   0.99986274
 GZ3107!SPC KY N     -   0.99995694  x   1.00000237  =   0.99995931
 GZ3107!UTM  16      -   0.99995694  x   1.00022547  =   1.00018240
 GZ3107
 GZ3107                          SUPERSEDED SURVEY CONTROL
 GZ3107
 GZ3107  NAD 83(1986)-  37 57 04.53665(N)    084 26 06.97770(W) AD(       ) 1
 GZ3107  NGVD 29 (10/12/93)  307.39   (m)         1008.5    (f) LEVELING    3  
 GZ3107
 GZ3107.Superseded values are not recommended for survey control.
 GZ3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3107.See file dsdata.txt to determine how the superseded data were derived.
 GZ3107
 GZ3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2534403510(NAD 83)
 GZ3107_MARKER: I = METAL ROD
 GZ3107_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3107_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3107_STAMPING: 0108
 GZ3107_MARK LOGO: LFUCG 
 GZ3107_PROJECTION: FLUSH
 GZ3107_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3107+STABILITY: POSITION/ELEVATION WELL
 GZ3107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3107+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3107_ROD/PIPE-DEPTH: 2    meters
 GZ3107_SLEEVE-DEPTH  : 1 meters
 GZ3107
 GZ3107  HISTORY     - Date     Condition        Report By
 GZ3107  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3107
 GZ3107                          STATION DESCRIPTION
 GZ3107
 GZ3107'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3107'FROM THE INTERSECTION OF RICHMOND RD. AND WALNUT HILL RD. TRAVEL SOUTH
 GZ3107'WEST ALONG WALNUT HILL RD. FOR 1.4 MI (2.25 KM) TO THE STATION ON THE
 GZ3107'RIGHT. STATION IS 16 FT (4.88 M) WEST OF THE WEST EDGE OF WALNUT HILL
 GZ3107'RD., 3.3 FT (1.01 M) NORTH OF A SHRUB LINE, AND 6 FT (1.83 M) SOUTH
 GZ3107'OF THE SOUTH EDGE OF THE ASPHALT ENTRANCE TO 1451 WALNUT HILL RD.
 GZ3107'(FIRE GATE 16).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3108 ***********************************************************************
 GZ3108  DESIGNATION -  LFUCG GPS STA 0109
 GZ3108  PID         -  GZ3108
 GZ3108  STATE/COUNTY-  KY/FAYETTE
 GZ3108  USGS QUAD   -  COLETOWN (1993)
 GZ3108
 GZ3108                         *CURRENT SURVEY CONTROL
 GZ3108  ___________________________________________________________________
 GZ3108* NAD 83(1993)-  37 56 50.96849(N)    084 24 39.06906(W)     ADJUSTED  
 GZ3108* NAVD 88     -       318.19   (+/-2cm)    1043.9    (feet)  VERTCON   
 GZ3108  ___________________________________________________________________
 GZ3108  X           -     490,501.569 (meters)                     COMP
 GZ3108  Y           -  -5,012,297.515 (meters)                     COMP
 GZ3108  Z           -   3,901,025.072 (meters)                     COMP
 GZ3108  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 GZ3108  ELLIP HEIGHT-         285.36  (meters)          (12/20/95) GPS OBS
 GZ3108  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 GZ3108
 GZ3108  HORZ ORDER  -  FIRST
 GZ3108  VERT ORDER  -  THIRD ? (See Below)
 GZ3108  ELLP ORDER  -  FOURTH    CLASS I
 GZ3108
 GZ3108.The horizontal coordinates were established by GPS observations
 GZ3108.and adjusted by the National Geodetic Survey in December 1995..
 GZ3108
 GZ3108.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3108.The vertical order pertains to the NGVD 29 superseded value.
 GZ3108
 GZ3108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3108
 GZ3108.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3108
 GZ3108.The ellipsoidal height was determined by GPS observations
 GZ3108.and is referenced to NAD 83.
 GZ3108
 GZ3108.The geoid height was determined by GEOID03.
 GZ3108
 GZ3108;                    North         East     Units Scale Factor Converg.
 GZ3108;SPC KY1Z     - 1,179,987.630 1,617,689.298   MT  0.99990571   +0 49 19.9
 GZ3108;SPC KY1Z     - 3,871,342.75  5,307,368.97   sFT  0.99990571   +0 49 19.9
 GZ3108;SPC KY N     -    49,682.353   485,861.825   MT  1.00000296   -0 06 00.2
 GZ3108;SPC KY N     -   162,999.52  1,594,031.67   sFT  1.00000296   -0 06 00.2
 GZ3108;SPC KY S     -   679,971.038   617,700.802   MT  1.00000261   +0 48 43.7
 GZ3108;SPC KY S     - 2,230,871.65  2,026,573.38   sFT  1.00000261   +0 48 43.7
 GZ3108;UTM  16      - 4,203,151.276   727,501.273   MT  1.00023750   +1 35 34.3
 GZ3108
 GZ3108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3108!SPC KY1Z     -   0.99995522  x   0.99990571  =   0.99986094
 GZ3108!SPC KY N     -   0.99995522  x   1.00000296  =   0.99995818
 GZ3108!SPC KY S     -   0.99995522  x   1.00000261  =   0.99995783
 GZ3108!UTM  16      -   0.99995522  x   1.00023750  =   1.00019271
 GZ3108
 GZ3108                          SUPERSEDED SURVEY CONTROL
 GZ3108
 GZ3108  NAD 83(1986)-  37 56 50.97542(N)    084 24 39.07382(W) AD(       ) 1
 GZ3108  NGVD 29 (10/12/93)  318.34   (m)         1044.4    (f) LEVELING    3  
 GZ3108
 GZ3108.Superseded values are not recommended for survey control.
 GZ3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3108.See file dsdata.txt to determine how the superseded data were derived.
 GZ3108
 GZ3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2750103151(NAD 83)
 GZ3108_MARKER: I = METAL ROD
 GZ3108_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3108_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3108_STAMPING: 0109
 GZ3108_MARK LOGO: LFUCG 
 GZ3108_PROJECTION: FLUSH
 GZ3108_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3108+STABILITY: POSITION/ELEVATION WELL
 GZ3108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3108+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3108_ROD/PIPE-DEPTH: 2    meters
 GZ3108_SLEEVE-DEPTH  : 1 meters
 GZ3108
 GZ3108  HISTORY     - Date     Condition        Report By
 GZ3108  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3108
 GZ3108                          STATION DESCRIPTION
 GZ3108
 GZ3108'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3108'FROM THE INTERSECTION OF RICHMOND RD. AND BOONESBORO RD. TRAVEL SOUTH
 GZ3108'EAST ALONG RICHMOND RD. FOR 2.7 MI (4.35 KM) TO THE STATION ON THE
 GZ3108'RIGHT. STATION IS 11 FT (3.35 M) WEST OF THE WEST EDGE OF RICHMOND
 GZ3108'RD., 60 FT (18.29 M) NORTH OF A TELEPHONE POLE, 2.7 FT (0.82 M) EAST
 GZ3108'OF A PLANK FENCE, AND 36 FT (10.97 M) SOUTH OF TELEPHONE POLE NO 178.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3109 ***********************************************************************
 GZ3109  DESIGNATION -  LFUCG GPS STA 0110
 GZ3109  PID         -  GZ3109
 GZ3109  STATE/COUNTY-  KY/FAYETTE
 GZ3109  USGS QUAD   -  COLETOWN (1993)
 GZ3109
 GZ3109                         *CURRENT SURVEY CONTROL
 GZ3109  ___________________________________________________________________
 GZ3109* NAD 83(1993)-  37 55 54.75361(N)    084 23 04.17246(W)     ADJUSTED  
 GZ3109* NAVD 88     -       297.06   (+/-2cm)     974.6    (feet)  VERTCON   
 GZ3109  ___________________________________________________________________
 GZ3109  X           -     492,910.187 (meters)                     COMP
 GZ3109  Y           -  -5,013,115.359 (meters)                     COMP
 GZ3109  Z           -   3,899,645.146 (meters)                     COMP
 GZ3109  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 GZ3109  ELLIP HEIGHT-         264.30  (meters)          (12/20/95) GPS OBS
 GZ3109  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GZ3109
 GZ3109  HORZ ORDER  -  FIRST
 GZ3109  VERT ORDER  -  THIRD ? (See Below)
 GZ3109  ELLP ORDER  -  FOURTH    CLASS I
 GZ3109
 GZ3109.The horizontal coordinates were established by GPS observations
 GZ3109.and adjusted by the National Geodetic Survey in December 1995..
 GZ3109
 GZ3109.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3109.The vertical order pertains to the NGVD 29 superseded value.
 GZ3109
 GZ3109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3109
 GZ3109.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3109
 GZ3109.The ellipsoidal height was determined by GPS observations
 GZ3109.and is referenced to NAD 83.
 GZ3109
 GZ3109.The geoid height was determined by GEOID03.
 GZ3109
 GZ3109;                    North         East     Units Scale Factor Converg.
 GZ3109;SPC KY1Z     - 1,178,288.330 1,620,031.122   MT  0.99990541   +0 50 18.1
 GZ3109;SPC KY1Z     - 3,865,767.63  5,315,052.11   sFT  0.99990541   +0 50 18.1
 GZ3109;SPC KY N     -    47,945.413   488,176.226   MT  1.00000545   -0 05 01.2
 GZ3109;SPC KY N     -   157,300.91  1,601,624.83   sFT  1.00000545   -0 05 01.2
 GZ3109;SPC KY S     -   678,271.161   620,042.550   MT  0.99999973   +0 49 41.3
 GZ3109;SPC KY S     - 2,225,294.63  2,034,256.27   sFT  0.99999973   +0 49 41.3
 GZ3109;UTM  16      - 4,201,483.053   729,866.534   MT  1.00025083   +1 36 30.7
 GZ3109
 GZ3109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3109!SPC KY1Z     -   0.99995853  x   0.99990541  =   0.99986394
 GZ3109!SPC KY N     -   0.99995853  x   1.00000545  =   0.99996398
 GZ3109!SPC KY S     -   0.99995853  x   0.99999973  =   0.99995826
 GZ3109!UTM  16      -   0.99995853  x   1.00025083  =   1.00020935
 GZ3109
 GZ3109                          SUPERSEDED SURVEY CONTROL
 GZ3109
 GZ3109  NAD 83(1986)-  37 55 54.76062(N)    084 23 04.17729(W) AD(       ) 1
 GZ3109  NGVD 29 (10/12/93)  297.21   (m)          975.1    (f) LEVELING    3  
 GZ3109
 GZ3109.Superseded values are not recommended for survey control.
 GZ3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3109.See file dsdata.txt to determine how the superseded data were derived.
 GZ3109
 GZ3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2986701483(NAD 83)
 GZ3109_MARKER: I = METAL ROD
 GZ3109_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3109_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3109_STAMPING: 0110
 GZ3109_MARK LOGO: LFUCG 
 GZ3109_PROJECTION: FLUSH
 GZ3109_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3109+STABILITY: POSITION/ELEVATION WELL
 GZ3109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3109+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3109_ROD/PIPE-DEPTH: 2    meters
 GZ3109_SLEEVE-DEPTH  : 1 meters
 GZ3109
 GZ3109  HISTORY     - Date     Condition        Report By
 GZ3109  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3109
 GZ3109                          STATION DESCRIPTION
 GZ3109
 GZ3109'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3109'FROM THE INTERSECTION OF RICHMOND RD. AND ATHENS BOONESBORO RD. TRAVEL
 GZ3109'SOUTH EAST ALONG RICHMOND RD. FOR 4.65 MILES TO THE STATION ON THE
 GZ3109'LEFT. STATION IS LOCATED 4.15 FT (1.26 M) WEST OF A PLANK FENCE, 11
 GZ3109'FT (3.35 M) EAST OF THE EAST EDGE OF RICHMOND RD., AND 44 FT
 GZ3109'(13.41 M) NORTW WEST OF THE INTERSECTION OF A WOVEN WIRE FENCE WITH
 GZ3109'THE PLANK FENCE. ALDO ACROSS THE ROAD FROM TELEPHONE POLE NO 284.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3110 ***********************************************************************
 GZ3110  DESIGNATION -  LFUCG GPS STA 0111
 GZ3110  PID         -  GZ3110
 GZ3110  STATE/COUNTY-  KY/FAYETTE
 GZ3110  USGS QUAD   -  COLETOWN (1993)
 GZ3110
 GZ3110                         *CURRENT SURVEY CONTROL
 GZ3110  ___________________________________________________________________
 GZ3110* NAD 83(1993)-  37 55 36.20187(N)    084 24 51.00119(W)     ADJUSTED  
 GZ3110* NAVD 88     -       306.96   (+/-2cm)    1007.1    (feet)  VERTCON   
 GZ3110  ___________________________________________________________________
 GZ3110  X           -     490,348.711 (meters)                     COMP
 GZ3110  Y           -  -5,013,727.678 (meters)                     COMP
 GZ3110  Z           -   3,899,200.041 (meters)                     COMP
 GZ3110  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 GZ3110  ELLIP HEIGHT-         274.19  (meters)          (12/20/95) GPS OBS
 GZ3110  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GZ3110
 GZ3110  HORZ ORDER  -  FIRST
 GZ3110  VERT ORDER  -  THIRD ? (See Below)
 GZ3110  ELLP ORDER  -  FOURTH    CLASS I
 GZ3110
 GZ3110.The horizontal coordinates were established by GPS observations
 GZ3110.and adjusted by the National Geodetic Survey in December 1995..
 GZ3110
 GZ3110.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3110.The vertical order pertains to the NGVD 29 superseded value.
 GZ3110
 GZ3110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3110
 GZ3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3110
 GZ3110.The ellipsoidal height was determined by GPS observations
 GZ3110.and is referenced to NAD 83.
 GZ3110
 GZ3110.The geoid height was determined by GEOID03.
 GZ3110
 GZ3110;                    North         East     Units Scale Factor Converg.
 GZ3110;SPC KY1Z     - 1,177,678.703 1,617,431.022   MT  0.99990533   +0 49 12.5
 GZ3110;SPC KY1Z     - 3,863,767.54  5,306,521.61   sFT  0.99990533   +0 49 12.5
 GZ3110;SPC KY N     -    47,377.654   485,566.390   MT  1.00000629   -0 06 07.6
 GZ3110;SPC KY N     -   155,438.19  1,593,062.40   sFT  1.00000629   -0 06 07.6
 GZ3110;SPC KY S     -   677,661.936   617,442.098   MT  0.99999880   +0 48 36.5
 GZ3110;SPC KY S     - 2,223,295.87  2,025,724.62   sFT  0.99999880   +0 48 36.5
 GZ3110;UTM  16      - 4,200,838.319   727,273.985   MT  1.00023623   +1 35 24.3
 GZ3110
 GZ3110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3110!SPC KY1Z     -   0.99995698  x   0.99990533  =   0.99986231
 GZ3110!SPC KY N     -   0.99995698  x   1.00000629  =   0.99996327
 GZ3110!SPC KY S     -   0.99995698  x   0.99999880  =   0.99995578
 GZ3110!UTM  16      -   0.99995698  x   1.00023623  =   1.00019320
 GZ3110
 GZ3110:                Primary Azimuth Mark                     Grid Az
 GZ3110:SPC KY1Z     -  LFUCG GPS STA 0113                       194 17 00.7
 GZ3110:SPC KY N     -  LFUCG GPS STA 0113                       195 12 20.8
 GZ3110:SPC KY S     -  LFUCG GPS STA 0113                       194 17 36.7
 GZ3110:UTM  16      -  LFUCG GPS STA 0113                       193 30 48.9
 GZ3110
 GZ3110|---------------------------------------------------------------------|
 GZ3110| PID    Reference Object                     Distance      Geod. Az  |
 GZ3110|                                                           dddmmss.s |
 GZ3110| GZ3112 LFUCG GPS STA 0113                  APPROX. 1.0 KM 1950613.2 |
 GZ3110|---------------------------------------------------------------------|
 GZ3110
 GZ3110                          SUPERSEDED SURVEY CONTROL
 GZ3110
 GZ3110  NAD 83(1986)-  37 55 36.20886(N)    084 24 51.00599(W) AD(       ) 1
 GZ3110  NGVD 29 (10/12/93)  307.11   (m)         1007.6    (f) LEVELING    3  
 GZ3110
 GZ3110.Superseded values are not recommended for survey control.
 GZ3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3110.See file dsdata.txt to determine how the superseded data were derived.
 GZ3110
 GZ3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH2727400838(NAD 83)
 GZ3110_MARKER: I = METAL ROD
 GZ3110_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3110_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3110_STAMPING: 0111
 GZ3110_MARK LOGO: LFUCG 
 GZ3110_PROJECTION: FLUSH
 GZ3110_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3110+STABILITY: POSITION/ELEVATION WELL
 GZ3110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3110+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3110_ROD/PIPE-DEPTH: 2    meters
 GZ3110_SLEEVE-DEPTH  : 1 meters
 GZ3110
 GZ3110  HISTORY     - Date     Condition        Report By
 GZ3110  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3110
 GZ3110                          STATION DESCRIPTION
 GZ3110
 GZ3110'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3110'FROM THE INTERSECTION OF RICHMOND RD. AND JACKS CREEK PIKE TRAVEL
 GZ3110'SOUTH EAST ALONG JACKS CREEK PIKE FOR 0.96 MI (1.54 KM) TO ITS
 GZ3110'INTERSECTION WITH SHELBY LANE. TURN RIGHT AND GO 0.13 MI (0.21 KM) TO
 GZ3110'THE STATION ON THE RIGHT. STATION IS LOCATED 3.4 FT (1.04 M) SOUTH OF
 GZ3110'A PLANK FENCE, 16.3 FT (4.97 M) NORTH OF A P.K. NAIL SET IN THE NORTH
 GZ3110'EDGE OF SHELBY LANE, AND 48.3 FT (14.72 M) AND ACROSS THE ROAD FROM A
 GZ3110'STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3111 ***********************************************************************
 GZ3111  DESIGNATION -  LFUCG GPS STA 0112
 GZ3111  PID         -  GZ3111
 GZ3111  STATE/COUNTY-  KY/FAYETTE
 GZ3111  USGS QUAD   -  FORD (1993)
 GZ3111
 GZ3111                         *CURRENT SURVEY CONTROL
 GZ3111  ___________________________________________________________________
 GZ3111* NAD 83(1993)-  37 55 27.17191(N)    084 22 07.20086(W)     ADJUSTED  
 GZ3111* NAVD 88     -       294.38   (+/-2cm)     965.8    (feet)  VERTCON   
 GZ3111  ___________________________________________________________________
 GZ3111  X           -     494,345.912 (meters)                     COMP
 GZ3111  Y           -  -5,013,497.165 (meters)                     COMP
 GZ3111  Z           -   3,898,972.716 (meters)                     COMP
 GZ3111  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 GZ3111  ELLIP HEIGHT-         261.66  (meters)          (12/20/95) GPS OBS
 GZ3111  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 GZ3111
 GZ3111  HORZ ORDER  -  FIRST
 GZ3111  VERT ORDER  -  THIRD ? (See Below)
 GZ3111  ELLP ORDER  -  FOURTH    CLASS I
 GZ3111
 GZ3111.The horizontal coordinates were established by GPS observations
 GZ3111.and adjusted by the National Geodetic Survey in December 1995..
 GZ3111
 GZ3111.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3111.The vertical order pertains to the NGVD 29 superseded value.
 GZ3111
 GZ3111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3111
 GZ3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3111
 GZ3111.The ellipsoidal height was determined by GPS observations
 GZ3111.and is referenced to NAD 83.
 GZ3111
 GZ3111.The geoid height was determined by GEOID03.
 GZ3111
 GZ3111;                    North         East     Units Scale Factor Converg.
 GZ3111;SPC KY1Z     - 1,177,458.578 1,621,434.699   MT  0.99990529   +0 50 53.1
 GZ3111;SPC KY1Z     - 3,863,045.35  5,319,657.01   sFT  0.99990529   +0 50 53.1
 GZ3111;SPC KY N     -    47,093.099   489,566.410   MT  1.00000670   -0 04 25.7
 GZ3111;SPC KY N     -   154,504.61  1,606,185.80   sFT  1.00000670   -0 04 25.7
 GZ3111;SPC KY S     -   677,441.079   621,446.108   MT  0.99999835   +0 50 15.8
 GZ3111;SPC KY S     - 2,222,571.27  2,038,861.11   sFT  0.99999835   +0 50 15.8
 GZ3111;UTM  16      - 4,200,671.955   731,281.629   MT  1.00025887   +1 37 04.7
 GZ3111
 GZ3111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3111!SPC KY1Z     -   0.99995894  x   0.99990529  =   0.99986424
 GZ3111!SPC KY N     -   0.99995894  x   1.00000670  =   0.99996564
 GZ3111!SPC KY S     -   0.99995894  x   0.99999835  =   0.99995729
 GZ3111!UTM  16      -   0.99995894  x   1.00025887  =   1.00021780
 GZ3111
 GZ3111                          SUPERSEDED SURVEY CONTROL
 GZ3111
 GZ3111  NAD 83(1986)-  37 55 27.17892(N)    084 22 07.20569(W) AD(       ) 1
 GZ3111  NGVD 29 (10/12/93)  294.54   (m)          966.3    (f) LEVELING    3  
 GZ3111
 GZ3111.Superseded values are not recommended for survey control.
 GZ3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3111.See file dsdata.txt to determine how the superseded data were derived.
 GZ3111
 GZ3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3128200672(NAD 83)
 GZ3111_MARKER: I = METAL ROD
 GZ3111_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3111_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3111_STAMPING: 0112
 GZ3111_MARK LOGO: LFUCG 
 GZ3111_PROJECTION: FLUSH
 GZ3111_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3111+STABILITY: POSITION/ELEVATION WELL
 GZ3111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3111+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3111_ROD/PIPE-DEPTH: 2    meters
 GZ3111_SLEEVE-DEPTH  : 1 meters
 GZ3111
 GZ3111  HISTORY     - Date     Condition        Report By
 GZ3111  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3111
 GZ3111                          STATION DESCRIPTION
 GZ3111
 GZ3111'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3111'FROM THE INTERSECTION OF RICHMOND RD. AND ATHENS BOONESBORO RD. TRAVEL
 GZ3111'SOUTH EAST ALONG ROCHMON RD. FOR 5.65 MI (9.09 KM) TO ITS
 GZ3111'INTERSECTION WITH CLEVELAND RD. AND STATION ON THE LEFT. STATION IS
 GZ3111'LOCATED IN THE NORTH EAST CORNER OF THE INTERSECTION OF RICHMOND RD.
 GZ3111'AND CLEVELAND RD.. STATION IS 50.7 FT (15.45 M) WEST OF THE SOUTH
 GZ3111'WEST CORNER OF A 1 STORY BRICK FIRE STATION AND 27.9 FT (8.50 M)
 GZ3111'SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3112 ***********************************************************************
 GZ3112  DESIGNATION -  LFUCG GPS STA 0113
 GZ3112  PID         -  GZ3112
 GZ3112  STATE/COUNTY-  KY/FAYETTE
 GZ3112  USGS QUAD   -  COLETOWN (1993)
 GZ3112
 GZ3112                         *CURRENT SURVEY CONTROL
 GZ3112  ___________________________________________________________________
 GZ3112* NAD 83(1993)-  37 55 03.63720(N)    084 25 02.09534(W)     ADJUSTED  
 GZ3112* NAVD 88     -       304.87   (+/-2cm)    1000.2    (feet)  VERTCON   
 GZ3112  ___________________________________________________________________
 GZ3112  X           -     490,138.915 (meters)                     COMP
 GZ3112  Y           -  -5,014,366.580 (meters)                     COMP
 GZ3112  Z           -   3,898,406.701 (meters)                     COMP
 GZ3112  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 GZ3112  ELLIP HEIGHT-         272.11  (meters)          (12/20/95) GPS OBS
 GZ3112  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GZ3112
 GZ3112  HORZ ORDER  -  FIRST
 GZ3112  VERT ORDER  -  THIRD ? (See Below)
 GZ3112  ELLP ORDER  -  FOURTH    CLASS I
 GZ3112
 GZ3112.The horizontal coordinates were established by GPS observations
 GZ3112.and adjusted by the National Geodetic Survey in December 1995..
 GZ3112
 GZ3112.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3112.The vertical order pertains to the NGVD 29 superseded value.
 GZ3112
 GZ3112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3112
 GZ3112.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3112
 GZ3112.The ellipsoidal height was determined by GPS observations
 GZ3112.and is referenced to NAD 83.
 GZ3112
 GZ3112.The geoid height was determined by GEOID03.
 GZ3112
 GZ3112;                    North         East     Units Scale Factor Converg.
 GZ3112;SPC KY1Z     - 1,176,670.995 1,617,174.470   MT  0.99990520   +0 49 05.7
 GZ3112;SPC KY1Z     - 3,860,461.42  5,305,679.91   sFT  0.99990520   +0 49 05.7
 GZ3112;SPC KY N     -    46,374.104   485,293.622   MT  1.00000778   -0 06 14.5
 GZ3112;SPC KY N     -   152,145.71  1,592,167.49   sFT  1.00000778   -0 06 14.5
 GZ3112;SPC KY S     -   676,654.179   617,185.345   MT  0.99999718   +0 48 29.7
 GZ3112;SPC KY S     - 2,219,989.59  2,024,882.25   sFT  0.99999718   +0 48 29.7
 GZ3112;UTM  16      - 4,199,826.921   727,030.913   MT  1.00023488   +1 35 16.3
 GZ3112
 GZ3112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3112!SPC KY1Z     -   0.99995730  x   0.99990520  =   0.99986251
 GZ3112!SPC KY N     -   0.99995730  x   1.00000778  =   0.99996508
 GZ3112!SPC KY S     -   0.99995730  x   0.99999718  =   0.99995448
 GZ3112!UTM  16      -   0.99995730  x   1.00023488  =   1.00019217
 GZ3112
 GZ3112:                Primary Azimuth Mark                     Grid Az
 GZ3112:SPC KY1Z     -  LFUCG GPS STA 0111                       014 17 00.7
 GZ3112:SPC KY N     -  LFUCG GPS STA 0111                       015 12 20.9
 GZ3112:SPC KY S     -  LFUCG GPS STA 0111                       014 17 36.7
 GZ3112:UTM  16      -  LFUCG GPS STA 0111                       013 30 50.1
 GZ3112
 GZ3112|---------------------------------------------------------------------|
 GZ3112| PID    Reference Object                     Distance      Geod. Az  |
 GZ3112|                                                           dddmmss.s |
 GZ3112| GZ3110 LFUCG GPS STA 0111                  APPROX. 1.0 KM 0150606.4 |
 GZ3112|---------------------------------------------------------------------|
 GZ3112
 GZ3112                          SUPERSEDED SURVEY CONTROL
 GZ3112
 GZ3112  NAD 83(1986)-  37 55 03.64419(N)    084 25 02.10015(W) AD(       ) 1
 GZ3112  NGVD 29 (10/12/93)  305.02   (m)         1000.7    (f) LEVELING    3  
 GZ3112
 GZ3112.Superseded values are not recommended for survey control.
 GZ3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3112.See file dsdata.txt to determine how the superseded data were derived.
 GZ3112
 GZ3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2703199827(NAD 83)
 GZ3112_MARKER: I = METAL ROD
 GZ3112_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3112_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3112_STAMPING: 0113
 GZ3112_MARK LOGO: LFUCG 
 GZ3112_PROJECTION: FLUSH
 GZ3112_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3112+STABILITY: POSITION/ELEVATION WELL
 GZ3112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3112+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3112_ROD/PIPE-DEPTH: 2    meters
 GZ3112_SLEEVE-DEPTH  : 1 meters
 GZ3112
 GZ3112  HISTORY     - Date     Condition        Report By
 GZ3112  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3112
 GZ3112                          STATION DESCRIPTION
 GZ3112
 GZ3112'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3112'FROM THE INTERSECTION OF RICHMOND RD. AND JACKS SREEK PIKE TRAVEL
 GZ3112'SOUTH EAST ALONG JACKS CREEK PIKE FOR 1.60 MI (2.57 KM) TO THE
 GZ3112'STATION ON THE RIGHT. STATION IS LOCATED 4.3 FT (1.31 M) WEST OF THE
 GZ3112'WEST EDGE OG JACKS CREEK PIKE, 6.5 FT (1.98 M) EAST OF THE CORNER OF
 GZ3112'A PLANK FENCE WITH A WOVEN WIRE FENCE, AND 25 FT (7.62 M) SOUTH OF A
 GZ3112'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3113 ***********************************************************************
 GZ3113  DESIGNATION -  LFUCG GPS STA 0114
 GZ3113  PID         -  GZ3113
 GZ3113  STATE/COUNTY-  KY/FAYETTE
 GZ3113  USGS QUAD   -  COLETOWN (1993)
 GZ3113
 GZ3113                         *CURRENT SURVEY CONTROL
 GZ3113  ___________________________________________________________________
 GZ3113* NAD 83(1993)-  37 55 01.23039(N)    084 27 53.24461(W)     ADJUSTED  
 GZ3113* NAVD 88     -       295.25   (+/-2cm)     968.7    (feet)  VERTCON   
 GZ3113  ___________________________________________________________________
 GZ3113  X           -     485,981.714 (meters)                     COMP
 GZ3113  Y           -  -5,014,809.347 (meters)                     COMP
 GZ3113  Z           -   3,898,342.215 (meters)                     COMP
 GZ3113  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 GZ3113  ELLIP HEIGHT-         262.44  (meters)          (12/20/95) GPS OBS
 GZ3113  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 GZ3113
 GZ3113  HORZ ORDER  -  FIRST
 GZ3113  VERT ORDER  -  THIRD ? (See Below)
 GZ3113  ELLP ORDER  -  FOURTH    CLASS I
 GZ3113
 GZ3113.The horizontal coordinates were established by GPS observations
 GZ3113.and adjusted by the National Geodetic Survey in December 1995..
 GZ3113
 GZ3113.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3113.The vertical order pertains to the NGVD 29 superseded value.
 GZ3113
 GZ3113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3113
 GZ3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3113
 GZ3113.The ellipsoidal height was determined by GPS observations
 GZ3113.and is referenced to NAD 83.
 GZ3113
 GZ3113.The geoid height was determined by GEOID03.
 GZ3113
 GZ3113;                    North         East     Units Scale Factor Converg.
 GZ3113;SPC KY1Z     - 1,176,538.174 1,612,995.952   MT  0.99990519   +0 47 20.6
 GZ3113;SPC KY1Z     - 3,860,025.66  5,291,970.89   sFT  0.99990519   +0 47 20.6
 GZ3113;SPC KY N     -    46,308.566   481,113.078   MT  1.00000789   -0 08 01.0
 GZ3113;SPC KY N     -   151,930.69  1,578,451.82   sFT  1.00000789   -0 08 01.0
 GZ3113;UTM  16      - 4,199,637.931   722,853.228   MT  1.00021172   +1 33 30.9
 GZ3113
 GZ3113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3113!SPC KY1Z     -   0.99995882  x   0.99990519  =   0.99986401
 GZ3113!SPC KY N     -   0.99995882  x   1.00000789  =   0.99996671
 GZ3113!UTM  16      -   0.99995882  x   1.00021172  =   1.00017053
 GZ3113
 GZ3113                          SUPERSEDED SURVEY CONTROL
 GZ3113
 GZ3113  NAD 83(1986)-  37 55 01.23738(N)    084 27 53.24941(W) AD(       ) 1
 GZ3113  NGVD 29 (10/12/93)  295.40   (m)          969.2    (f) LEVELING    3  
 GZ3113
 GZ3113.Superseded values are not recommended for survey control.
 GZ3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3113.See file dsdata.txt to determine how the superseded data were derived.
 GZ3113
 GZ3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2285399638(NAD 83)
 GZ3113_MARKER: I = METAL ROD
 GZ3113_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3113_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3113_STAMPING: 0114
 GZ3113_MARK LOGO: LFUCG 
 GZ3113_PROJECTION: FLUSH
 GZ3113_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3113+STABILITY: POSITION/ELEVATION WELL
 GZ3113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3113+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3113_ROD/PIPE-DEPTH: 2    meters
 GZ3113_SLEEVE-DEPTH  : 1 meters
 GZ3113
 GZ3113  HISTORY     - Date     Condition        Report By
 GZ3113  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3113
 GZ3113                          STATION DESCRIPTION
 GZ3113
 GZ3113'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3113'FROM THE INTERSECTION OF TATES CREEK RD. AND MAN-O-WAR BLVD. TRAVEL
 GZ3113'SOUTH ALONG TATES CREEK RD. FOR 4.3 MI (6.92 KM) TO THE STATION ON
 GZ3113'THE RIGHT. STATION IS LOCATED 11.5 FT (3.51 M) WEST OF THE WEST EDGE
 GZ3113'OF TATES CREEK RD., 3.0 FT (0.91 M) EAST OF A PLANK FENCE, AND 46.4
 GZ3113'FT (14.14 M) SOUTH OF A TELEPHONE POLE. STATION IS JUST NORTH OF AND
 GZ3113'ACROSS THE STREET FROM FIRE GATE 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3114 ***********************************************************************
 GZ3114  DESIGNATION -  LFUCG GPS STA 0115
 GZ3114  PID         -  GZ3114
 GZ3114  STATE/COUNTY-  KY/FAYETTE
 GZ3114  USGS QUAD   -  COLETOWN (1993)
 GZ3114
 GZ3114                         *CURRENT SURVEY CONTROL
 GZ3114  ___________________________________________________________________
 GZ3114* NAD 83(1993)-  37 53 43.53331(N)    084 26 55.93842(W)     ADJUSTED  
 GZ3114* NAVD 88     -       305.39   (+/-2cm)    1001.9    (feet)  VERTCON   
 GZ3114  ___________________________________________________________________
 GZ3114  X           -     487,518.103 (meters)                     COMP
 GZ3114  Y           -  -5,016,147.049 (meters)                     COMP
 GZ3114  Z           -   3,896,458.269 (meters)                     COMP
 GZ3114  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 GZ3114  ELLIP HEIGHT-         272.63  (meters)          (12/20/95) GPS OBS
 GZ3114  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 GZ3114
 GZ3114  HORZ ORDER  -  FIRST
 GZ3114  VERT ORDER  -  THIRD ? (See Below)
 GZ3114  ELLP ORDER  -  FOURTH    CLASS I
 GZ3114
 GZ3114.The horizontal coordinates were established by GPS observations
 GZ3114.and adjusted by the National Geodetic Survey in December 1995..
 GZ3114
 GZ3114.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3114.The vertical order pertains to the NGVD 29 superseded value.
 GZ3114
 GZ3114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3114
 GZ3114.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3114
 GZ3114.The ellipsoidal height was determined by GPS observations
 GZ3114.and is referenced to NAD 83.
 GZ3114
 GZ3114.The geoid height was determined by GEOID03.
 GZ3114
 GZ3114;                    North         East     Units Scale Factor Converg.
 GZ3114;SPC KY1Z     - 1,174,162.482 1,614,428.805   MT  0.99990500   +0 47 55.8
 GZ3114;SPC KY1Z     - 3,852,231.41  5,296,671.84   sFT  0.99990500   +0 47 55.8
 GZ3114;SPC KY N     -    43,909.860   482,507.638   MT  1.00001155   -0 07 25.4
 GZ3114;SPC KY N     -   144,060.93  1,583,027.14   sFT  1.00001155   -0 07 25.4
 GZ3114;UTM  16      - 4,197,280.956   724,318.298   MT  1.00021980   +1 34 03.4
 GZ3114
 GZ3114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3114!SPC KY1Z     -   0.99995722  x   0.99990500  =   0.99986223
 GZ3114!SPC KY N     -   0.99995722  x   1.00001155  =   0.99996877
 GZ3114!UTM  16      -   0.99995722  x   1.00021980  =   1.00017701
 GZ3114
 GZ3114                          SUPERSEDED SURVEY CONTROL
 GZ3114
 GZ3114  NAD 83(1986)-  37 53 43.54028(N)    084 26 55.94322(W) AD(       ) 1
 GZ3114  NGVD 29 (10/12/93)  305.54   (m)         1002.4    (f) LEVELING    3  
 GZ3114
 GZ3114.Superseded values are not recommended for survey control.
 GZ3114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3114.See file dsdata.txt to determine how the superseded data were derived.
 GZ3114
 GZ3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2431897281(NAD 83)
 GZ3114_MARKER: I = METAL ROD
 GZ3114_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3114_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3114_STAMPING: 0115
 GZ3114_MARK LOGO: LFUCG 
 GZ3114_PROJECTION: FLUSH
 GZ3114_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3114+STABILITY: POSITION/ELEVATION WELL
 GZ3114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3114+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3114_ROD/PIPE-DEPTH: 2    meters
 GZ3114_SLEEVE-DEPTH  : 1 meters
 GZ3114
 GZ3114  HISTORY     - Date     Condition        Report By
 GZ3114  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3114
 GZ3114                          STATION DESCRIPTION
 GZ3114
 GZ3114'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3114'FROM THE INTERS3ECTION OF TATES CREEK PIKE AND MAN-O-WAR BLVD. TRAVEL
 GZ3114'SOUTH ALONG TATES CREEK PIKE FOR 6.15 MILES TO THE STATION ON THE
 GZ3114'LEFT. STATION IS LOCATED 12 FT (3.66 M) EAST OF THE EAST EDGE OF
 GZ3114'TATES CREEK PIKE, 2.5 FT (0.76 M) WEST OF A PLANK FENCE, AND JUST
 GZ3114'NORTH AND ACROSS THE STREET FROM THE INTERSECTION OF TATES CREEL PIKE
 GZ3114'AND CRAWLEY LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3115 ***********************************************************************
 GZ3115  DESIGNATION -  LFUCG GPS STA 0116
 GZ3115  PID         -  GZ3115
 GZ3115  STATE/COUNTY-  KY/FAYETTE
 GZ3115  USGS QUAD   -  VALLEY VIEW (1952)
 GZ3115
 GZ3115                         *CURRENT SURVEY CONTROL
 GZ3115  ___________________________________________________________________
 GZ3115* NAD 83(1993)-  37 52 19.19727(N)    084 26 15.72023(W)     ADJUSTED  
 GZ3115* NAVD 88     -       303.55   (+/-2cm)     995.9    (feet)  VERTCON   
 GZ3115  ___________________________________________________________________
 GZ3115  X           -     488,650.796 (meters)                     COMP
 GZ3115  Y           -  -5,017,639.769 (meters)                     COMP
 GZ3115  Z           -   3,894,404.855 (meters)                     COMP
 GZ3115  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 GZ3115  ELLIP HEIGHT-         270.88  (meters)          (12/20/95) GPS OBS
 GZ3115  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 GZ3115
 GZ3115  HORZ ORDER  -  FIRST
 GZ3115  VERT ORDER  -  THIRD ? (See Below)
 GZ3115  ELLP ORDER  -  FOURTH    CLASS I
 GZ3115
 GZ3115.The horizontal coordinates were established by GPS observations
 GZ3115.and adjusted by the National Geodetic Survey in December 1995..
 GZ3115
 GZ3115.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ3115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ3115.The vertical order pertains to the NGVD 29 superseded value.
 GZ3115
 GZ3115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3115
 GZ3115.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3115
 GZ3115.The ellipsoidal height was determined by GPS observations
 GZ3115.and is referenced to NAD 83.
 GZ3115
 GZ3115.The geoid height was determined by GEOID03.
 GZ3115
 GZ3115;                    North         East     Units Scale Factor Converg.
 GZ3115;SPC KY1Z     - 1,171,576.516 1,615,447.807   MT  0.99990495   +0 48 20.5
 GZ3115;SPC KY1Z     - 3,843,747.29  5,300,015.01   sFT  0.99990495   +0 48 20.5
 GZ3115;SPC KY N     -    41,307.541   483,484.980   MT  1.00001568   -0 07 00.3
 GZ3115;SPC KY N     -   135,523.16  1,586,233.64   sFT  1.00001568   -0 07 00.3
 GZ3115;UTM  16      - 4,194,708.070   725,372.221   MT  1.00022564   +1 34 25.2
 GZ3115
 GZ3115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3115!SPC KY1Z     -   0.99995750  x   0.99990495  =   0.99986245
 GZ3115!SPC KY N     -   0.99995750  x   1.00001568  =   0.99997318
 GZ3115!UTM  16      -   0.99995750  x   1.00022564  =   1.00018313
 GZ3115
 GZ3115                          SUPERSEDED SURVEY CONTROL
 GZ3115
 GZ3115  NAD 83(1986)-  37 52 19.20423(N)    084 26 15.72506(W) AD(       ) 1
 GZ3115  NGVD 29 (10/12/93)  303.70   (m)          996.4    (f) LEVELING    3  
 GZ3115
 GZ3115.Superseded values are not recommended for survey control.
 GZ3115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3115.See file dsdata.txt to determine how the superseded data were derived.
 GZ3115
 GZ3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2537294708(NAD 83)
 GZ3115_MARKER: I = METAL ROD
 GZ3115_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GZ3115_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GZ3115_STAMPING: 0116
 GZ3115_MARK LOGO: LFUCG 
 GZ3115_PROJECTION: FLUSH
 GZ3115_MAGNETIC: I = MARKER IS A STEEL ROD
 GZ3115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ3115+STABILITY: POSITION/ELEVATION WELL
 GZ3115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3115+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GZ3115_ROD/PIPE-DEPTH: 2    meters
 GZ3115_SLEEVE-DEPTH  : 1 meters
 GZ3115
 GZ3115  HISTORY     - Date     Condition        Report By
 GZ3115  HISTORY     - 1991     MONUMENTED       GRWAS
 GZ3115
 GZ3115                          STATION DESCRIPTION
 GZ3115
 GZ3115'DESCRIBED BY GRW AERIAL SURVEY 1991
 GZ3115'FROM THE INTERSECTION OF TATES CREEK PIKE AND MAN-O-WAR BLVD. TRAVEL
 GZ3115'SOUTH ALONG TATES CREEK PIKE FOR 8.0 MI (12.87 KM) TO THE STATION ON
 GZ3115'THE LEFT. STATION IS LOCATED 3.5 FT (1.07 M) WEST OF A WOVEN WIRE
 GZ3115'FENC INTERSECTION, 16.8 FT (5.12 M) NORTH OF A POWER POLE, AND 49.7
 GZ3115'FT (15.15 M) SOUTH OF A OLD GRW MONUMENT MARKET NO 73. ALSO ACROSS
 GZ3115'FROM THE INTERSECTION OF NEWMAN LANE WITH TATES CREEK PIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0117 ***********************************************************************
 GD0117  DESIGNATION -  LHT 1138 TVA
 GD0117  PID         -  GD0117
 GD0117  STATE/COUNTY-  KY/CALLOWAY
 GD0117  USGS QUAD   -  NEW CONCORD (1987)
 GD0117
 GD0117                         *CURRENT SURVEY CONTROL
 GD0117  ___________________________________________________________________
 GD0117* NAD 83(1986)-  36 35 24.     (N)    088 08 34.     (W)     SCALED    
 GD0117* NAVD 88     -       139.872  (meters)     458.90   (feet)  ADJUSTED  
 GD0117  ___________________________________________________________________
 GD0117  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GD0117  DYNAMIC HT  -         139.760 (meters)     458.53  (feet)  COMP
 GD0117  MODELED GRAV-     979,827.8   (mgal)                       NAVD 88
 GD0117
 GD0117  VERT ORDER  -  FIRST     CLASS II
 GD0117
 GD0117.The horizontal coordinates were scaled from a topographic map and have
 GD0117.an estimated accuracy of +/- 6 seconds.
 GD0117
 GD0117.The orthometric height was determined by differential leveling
 GD0117.and adjusted by the National Geodetic Survey in June 1991..
 GD0117
 GD0117.The geoid height was determined by GEOID03.
 GD0117
 GD0117.The dynamic height is computed by dividing the NAVD 88
 GD0117.geopotential number by the normal gravity value computed on the
 GD0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0117.degrees latitude (g = 980.6199 gals.).
 GD0117
 GD0117.The modeled gravity was interpolated from observed gravity values.
 GD0117
 GD0117;                    North         East    Units  Estimated Accuracy
 GD0117;SPC KY1Z     - 1,031,230.    1,285,870.      MT  (+/- 180 meters Scaled)
 GD0117
 GD0117                          SUPERSEDED SURVEY CONTROL
 GD0117
 GD0117  NGVD 29 (??/??/??)  139.922  (m)          459.06   (f) ADJUSTED    1 2
 GD0117
 GD0117.Superseded values are not recommended for survey control.
 GD0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0117.See file dsdata.txt to determine how the superseded data were derived.
 GD0117
 GD0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF977499(NAD 83)
 GD0117_MARKER: DD = SURVEY DISK
 GD0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0117_STAMPING: LHT 1138 1939
 GD0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0117+STABILITY: SURFACE MOTION
 GD0117
 GD0117  HISTORY     - Date     Condition        Report By
 GD0117  HISTORY     - 1939     MONUMENTED       TVA
 GD0117  HISTORY     - 1947     GOOD             CGS
 GD0117  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 GD0117
 GD0117                          STATION DESCRIPTION
 GD0117
 GD0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0117'4.1 MI SE FROM POTTERTOWN.
 GD0117'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 280 FROM THE SCHOOL
 GD0117'AT POTTERTOWN, THENCE ABOUT 3.0 MILES SOUTHEAST ALONG THE T.V.A. ROAD
 GD0117'LEADING TO NEW CONCORD, AT THE TOP OF A LONG GRADE ASCENDING FROM
 GD0117'THE NORTH, ABOUT 200 YARDS NORTHEAST OF A LARGE 2-STORY BRICK
 GD0117'HOUSE SOUTHEAST OF THE ROAD, ABOUT 125 YARDS SOUTHEAST OF A SMALL
 GD0117'GREEN ROOFED FARMHOUSE, AT A TURN WITH TANGENTS EXTENDING
 GD0117'NORTHWEST AND SOUTHWEST, 283 FEET NORTHEAST OF THE EAST CORNER
 GD0117'OF A LOG BARN, ABOUT 35 YARDS SOUTH OF THE CENTER OF THE JUNCTION
 GD0117'OF A ROAD LEADING NORTHEAST, 40 FEET SOUTHEAST OF THE CENTER LINE
 GD0117'OF THE T.V.A. ROAD, 31 FEET NORTHWEST OF A 12-INCH BLAZED OAK
 GD0117'TREE, 16.5 FEET SOUTHWEST OF A 10-INCH BLAZED OAK TREE, ABOUT
 GD0117'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST ABOUT
 GD0117'FLUSH WITH THE GROUND.  NOTE-- THIS BENCH MARK IS APT TO BE
 GD0117'COVERED IN THE NEAR FUTURE.
 GD0117
 GD0117                          STATION RECOVERY (1985)
 GD0117
 GD0117'RECOVERY NOTE BY US POWER SQUADRON 1985
 GD0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0118 ***********************************************************************
 GD0118  DESIGNATION -  LHT 1139 TVA
 GD0118  PID         -  GD0118
 GD0118  STATE/COUNTY-  KY/CALLOWAY
 GD0118  USGS QUAD   -  NEW CONCORD (1987)
 GD0118
 GD0118                         *CURRENT SURVEY CONTROL
 GD0118  ___________________________________________________________________
 GD0118* NAD 83(1986)-  36 35 02.     (N)    088 09 29.     (W)     SCALED    
 GD0118* NAVD 88     -       163.631  (meters)     536.85   (feet)  ADJUSTED  
 GD0118  ___________________________________________________________________
 GD0118  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GD0118  DYNAMIC HT  -         163.499 (meters)     536.41  (feet)  COMP
 GD0118  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 GD0118
 GD0118  VERT ORDER  -  FIRST     CLASS II
 GD0118
 GD0118.The horizontal coordinates were scaled from a topographic map and have
 GD0118.an estimated accuracy of +/- 6 seconds.
 GD0118
 GD0118.The orthometric height was determined by differential leveling
 GD0118.and adjusted by the National Geodetic Survey in June 1991..
 GD0118
 GD0118.The geoid height was determined by GEOID03.
 GD0118
 GD0118.The dynamic height is computed by dividing the NAVD 88
 GD0118.geopotential number by the normal gravity value computed on the
 GD0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0118.degrees latitude (g = 980.6199 gals.).
 GD0118
 GD0118.The modeled gravity was interpolated from observed gravity values.
 GD0118
 GD0118;                    North         East    Units  Estimated Accuracy
 GD0118;SPC KY1Z     - 1,030,590.    1,284,480.      MT  (+/- 180 meters Scaled)
 GD0118
 GD0118                          SUPERSEDED SURVEY CONTROL
 GD0118
 GD0118  NGVD 29 (??/??/??)  163.680  (m)          537.01   (f) ADJUSTED    1 2
 GD0118
 GD0118.Superseded values are not recommended for survey control.
 GD0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0118.See file dsdata.txt to determine how the superseded data were derived.
 GD0118
 GD0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF964493(NAD 83)
 GD0118_MARKER: DD = SURVEY DISK
 GD0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0118_STAMPING: LHT 1139 1939
 GD0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0118+STABILITY: SURFACE MOTION
 GD0118
 GD0118  HISTORY     - Date     Condition        Report By
 GD0118  HISTORY     - 1939     MONUMENTED       TVA
 GD0118  HISTORY     - 1947     GOOD             CGS
 GD0118
 GD0118                          STATION DESCRIPTION
 GD0118
 GD0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0118'5.2 MI SE FROM POTTERTOWN.
 GD0118'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 280 FROM THE SCHOOL
 GD0118'AT POTTERTOWN, THENCE ABOUT 4.1 MILES SOUTHEAST ALONG THE T.V.A.
 GD0118'ROAD LEADING TO NEW CONCORD, ABOUT 150 YARDS SOUTH OF A SMALL
 GD0118'LOG FARMHOUSE, AT A CURVE WITH TANGENTS EXTENDING NORTH AND
 GD0118'SOUTHEAST, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 98 FEET
 GD0118'SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 41 FEET WEST
 GD0118'OF THE CENTER LINE OF THE T.V.A. ROAD, 15 FEET SOUTHEAST OF AN
 GD0118'8-INCH BLAZED OAK TREE, 10.5 FEET NORTHEAST OF A 12-INCH BLAZED
 GD0118'OAK TREE, ABOUT 1 FOOT LOWER THAN THE T.V.A. ROAD, AND IN THE
 GD0118'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.  THIS BENCH
 GD0118'MARK MAY BE REACHED FROM THE SCHOOL AT NEW CONCORD BY GOING ABOUT
 GD0118'0.1 MILE SOUTH ALONG A BLACK-TOP ROAD, THENCE ABOUT 1.0 MILE
 GD0118'WEST ALONG STATE HIGHWAY 121, AND THENCE ABOUT 3.3 MILES NORTH ALONG
 GD0118'THE T.V.A. ROAD LEADING TO POTTERTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0126 ***********************************************************************
 GD0126  DESIGNATION -  LHT 1156 TVA
 GD0126  PID         -  GD0126
 GD0126  STATE/COUNTY-  KY/CALLOWAY
 GD0126  USGS QUAD   -  NEW CONCORD (1987)
 GD0126
 GD0126                         *CURRENT SURVEY CONTROL
 GD0126  ___________________________________________________________________
 GD0126* NAD 83(1986)-  36 31 44.     (N)    088 07 52.     (W)     SCALED    
 GD0126* NAVD 88     -       134.415  (meters)     440.99   (feet)  ADJUSTED  
 GD0126  ___________________________________________________________________
 GD0126  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GD0126  DYNAMIC HT  -         134.306 (meters)     440.64  (feet)  COMP
 GD0126  MODELED GRAV-     979,823.5   (mgal)                       NAVD 88
 GD0126
 GD0126  VERT ORDER  -  FIRST     CLASS II
 GD0126
 GD0126.The horizontal coordinates were scaled from a topographic map and have
 GD0126.an estimated accuracy of +/- 6 seconds.
 GD0126
 GD0126.The orthometric height was determined by differential leveling
 GD0126.and adjusted by the National Geodetic Survey in June 1991..
 GD0126
 GD0126.The geoid height was determined by GEOID03.
 GD0126
 GD0126.The dynamic height is computed by dividing the NAVD 88
 GD0126.geopotential number by the normal gravity value computed on the
 GD0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0126.degrees latitude (g = 980.6199 gals.).
 GD0126
 GD0126.The modeled gravity was interpolated from observed gravity values.
 GD0126
 GD0126;                    North         East    Units  Estimated Accuracy
 GD0126;SPC KY1Z     - 1,024,430.    1,286,740.      MT  (+/- 180 meters Scaled)
 GD0126
 GD0126                          SUPERSEDED SURVEY CONTROL
 GD0126
 GD0126  NGVD 29 (??/??/??)  134.462  (m)          441.15   (f) ADJUSTED    1 2
 GD0126
 GD0126.Superseded values are not recommended for survey control.
 GD0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0126.See file dsdata.txt to determine how the superseded data were derived.
 GD0126
 GD0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF987432(NAD 83)
 GD0126_MARKER: DD = SURVEY DISK
 GD0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0126_STAMPING: LHT 1156 1939
 GD0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0126+STABILITY: SURFACE MOTION
 GD0126
 GD0126  HISTORY     - Date     Condition        Report By
 GD0126  HISTORY     - 1939     MONUMENTED       TVA
 GD0126  HISTORY     - 1947     GOOD             CGS
 GD0126
 GD0126                          STATION DESCRIPTION
 GD0126
 GD0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0126'2.1 MI SE FROM NEW CONCORD.
 GD0126'ABOUT 0.1 MILE SOUTH ALONG A BLACK-TOP ROAD FROM THE SCHOOL AT
 GD0126'NEW CONCORD, THENCE ABOUT 2.0 MILES SOUTHEAST ALONG STATE
 GD0126'HIGHWAY 121, ABOUT 0.8 MILE NORTHWEST OF NEW MOUNT CARMEL CHURCH,
 GD0126'ABOUT 0.5 MILE SOUTHEAST OF THE CONCRETE BRIDGE OVER EAST FORK
 GD0126'BEECHY CREEK, ABOUT 1/4 MILE NORTHWEST OF THE JUNCTION OF A
 GD0126'GRAVEL ROAD LEADING NORTHEAST, 201 FEET SOUTHWEST ACROSS THE
 GD0126'HIGHWAY FROM THE SOUTHWEST CORNER OF A GREEN ROOFED FARMHOUSE,
 GD0126'162 FEET NORTHWEST OF A T-FENCE CORNER, 84 FEET SOUTHEAST OF THE
 GD0126'PROLONGATION OF THE CENTER LINE OF THE NORTHWEST DRIVEWAY
 GD0126'LEADING TO A FARMHOUSE, 31 FEET SOUTHWEST OF THE CENTER LINE OF
 GD0126'THE HIGHWAY, 0.5 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, ABOUT
 GD0126'1 FOOT HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 GD0126'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2992 ***********************************************************************
 GZ2992  DESIGNATION -  LIBERTY
 GZ2992  PID         -  GZ2992
 GZ2992  STATE/COUNTY-  KY/CASEY
 GZ2992  USGS QUAD   -  LIBERTY (1979)
 GZ2992
 GZ2992                         *CURRENT SURVEY CONTROL
 GZ2992  ___________________________________________________________________
 GZ2992* NAD 83(1993)-  37 21 52.05236(N)    084 53 30.71873(W)     ADJUSTED  
 GZ2992* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 GZ2992  ___________________________________________________________________
 GZ2992  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 GZ2992  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GZ2992
 GZ2992  HORZ ORDER  -  SECOND
 GZ2992
 GZ2992.The horizontal coordinates were established by classical geodetic methods
 GZ2992.and adjusted by the National Geodetic Survey in December 1995..
 GZ2992
 GZ2992.The orthometric height was scaled from a topographic map.
 GZ2992
 GZ2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2992
 GZ2992.The geoid height was determined by GEOID03.
 GZ2992
 GZ2992;                    North         East     Units Scale Factor Converg.
 GZ2992;SPC KY1Z     - 1,114,787.352 1,576,012.515   MT  0.99994460   +0 31 36.7
 GZ2992;SPC KY1Z     - 3,657,431.50  5,170,634.39   sFT  0.99994460   +0 31 36.7
 GZ2992;SPC KY S     -   614,773.562   576,012.613   MT  0.99994554   +0 31 13.5
 GZ2992;SPC KY S     - 2,016,969.59  1,889,801.38   sFT  0.99994554   +0 31 13.5
 GZ2992;UTM  16      - 4,137,389.078   686,685.585   MT  1.00002932   +1 16 47.1
 GZ2992
 GZ2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2992!SPC KY1Z     -   0.99994901  x   0.99994460  =   0.99989361
 GZ2992!SPC KY S     -   0.99994901  x   0.99994554  =   0.99989455
 GZ2992!UTM  16      -   0.99994901  x   1.00002932  =   0.99997833
 GZ2992
 GZ2992|---------------------------------------------------------------------|
 GZ2992| PID    Reference Object                     Distance      Geod. Az  |
 GZ2992|                                                           dddmmss.s |
 GZ2992| DB9591 LIBERTY RM 1                         29.404 METERS 04952     |
 GZ2992| DB9592 LIBERTY RM 2                         54.504 METERS 31502     |
 GZ2992| DB9590 LIBERTY AZ MK                                      3424817.0 |
 GZ2992|---------------------------------------------------------------------|
 GZ2992
 GZ2992                          SUPERSEDED SURVEY CONTROL
 GZ2992
 GZ2992  NAD 83(1986)-  37 21 52.06177(N)    084 53 30.72674(W) AD(       ) 2
 GZ2992  NAD 27      -  37 21 51.79700(N)    084 53 30.89300(W) AD(       ) 2
 GZ2992
 GZ2992.Superseded values are not recommended for survey control.
 GZ2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2992.See file dsdata.txt to determine how the superseded data were derived.
 GZ2992
 GZ2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG8668637389(NAD 83)
 GZ2992_MARKER: DS = TRIANGULATION STATION DISK
 GZ2992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2992
 GZ2992  HISTORY     - Date     Condition        Report By
 GZ2992  HISTORY     - 1951     MONUMENTED       CGS
 GZ2992
 GZ2992                          STATION DESCRIPTION
 GZ2992
 GZ2992'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2992'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF LIBERTY. IT IS 196 FEET
 GZ2992'SOUTHEAST OF THE CENTER OF GRAVEL ROAD, 121 FEET SOUTHEAST OF THE
 GZ2992'CENTER OF GRAVEL ROAD, 121 FEET SOUTHEAST OF A POWERLINE POLE AND 92
 GZ2992'FEET SOUTHWEST OF A FENCELINE. THE MARK IS FLUSH AND THE DISK IS
 GZ2992'STAMPED LIBERTY 1951.
 GZ2992'
 GZ2992'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHWEST OF A FENCELINE. THE MARK IS
 GZ2992'FLUSH AND THE DISK IS STAMPED LIBERTY NO 1 1951.
 GZ2992'
 GZ2992'REFERENCE MARK NO. 2 IS 65 FEET NORTH OF A POWERLINE POLE, 50 FEET
 GZ2992'SOUTHWEST OF A FENCE CORNER, 18 FEET SOUTHEAST OF THE CENTER OF
 GZ2992'GRAVEL ROAD, 2 FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT
 GZ2992'SOUTHEAST OF A FENCELINE. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 GZ2992'STAMPED LIBERTY NO 2 1951.
 GZ2992'
 GZ2992'AZIMUTH MARK IS 32 FEET SOUTHEAST OF A GRAVEL T-ROAD INTERSECTION, 25
 GZ2992'FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 17 FEET EAST OF THE CENTER
 GZ2992'OF GRAVEL ROAD, 4 FEET SOUTH OF A FENCE CORNER AND 3 FEET SOUTH OF A
 GZ2992'WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GZ2992'LIBERTY 1951.
 GZ2992'
 GZ2992'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 GZ2992'SQUARE IN LIBERTY, GO NORTHEAST ON STATE HIGHWAY 35 FOR 7.05 MILES TO
 GZ2992'A GRAVEL SIDE ROAD LEFT, TURN LEFT ON GRAVEL ROAD AND GO 1.5 MILES TO
 GZ2992'A SIDE ROAD LEFT AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE,
 GZ2992'TURN LEFT AND GO 0.55 MILE TO WHERE GRAVEL ROAD TURNS SHARP RIGHT AND
 GZ2992'A PRIVATE DRIVEWAY CONTINUES STRAIGHT AHEAD, TURN SHARP RIGHT ON
 GZ2992'GRAVEL ROAD AND GO 0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GZ2992'
 GZ2992'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2433 ***********************************************************************
 GC2433  CBN         -  This is a Cooperative Base Network Control Station.
 GC2433  DESIGNATION -  LIBERTY
 GC2433  PID         -  GC2433
 GC2433  STATE/COUNTY-  KY/TODD
 GC2433  USGS QUAD   -  ALLEGRE (1985)
 GC2433
 GC2433                         *CURRENT SURVEY CONTROL
 GC2433  ___________________________________________________________________
 GC2433* NAD 83(1993)-  36 52 59.75067(N)    087 11 18.06379(W)     ADJUSTED  
 GC2433* NAVD 88     -       225.6    (meters)     740.     (feet)  GPS OBS   
 GC2433  ___________________________________________________________________
 GC2433  X           -     250,558.748 (meters)                     COMP
 GC2433  Y           -  -5,101,786.754 (meters)                     COMP
 GC2433  Z           -   3,807,156.530 (meters)                     COMP
 GC2433  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 GC2433  ELLIP HEIGHT-         195.92  (meters)          (11/03/04) GPS OBS
 GC2433  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GC2433
 GC2433  HORZ ORDER  -  B
 GC2433  ELLP ORDER  -  THIRD     CLASS I
 GC2433
 GC2433.The horizontal coordinates were established by GPS observations
 GC2433.and adjusted by the National Geodetic Survey in September 1994..
 GC2433
 GC2433.The orthometric height was determined by GPS observations and a
 GC2433.high-resolution geoid model.
 GC2433
 GC2433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2433
 GC2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2433
 GC2433.The ellipsoidal height was determined by GPS observations
 GC2433.and is referenced to NAD 83.
 GC2433
 GC2433.The geoid height was determined by GEOID03.
 GC2433
 GC2433;                    North         East     Units Scale Factor Converg.
 GC2433;SPC KY1Z     - 1,062,023.413 1,371,772.679   MT  1.00005388   -0 52 59.1
 GC2433;SPC KY1Z     - 3,484,321.81  4,500,557.53   sFT  1.00005388   -0 52 59.1
 GC2433;SPC KY S     -   562,003.798   371,782.519   MT  0.99997617   -0 52 20.3
 GC2433;SPC KY S     - 1,843,840.79  1,219,756.48   sFT  0.99997617   -0 52 20.3
 GC2433;UTM  16      - 4,081,939.160   483,215.671   MT  0.99960347   -0 06 47.0
 GC2433
 GC2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2433!SPC KY1Z     -   0.99996925  x   1.00005388  =   1.00002313
 GC2433!SPC KY S     -   0.99996925  x   0.99997617  =   0.99994543
 GC2433!UTM  16      -   0.99996925  x   0.99960347  =   0.99957274
 GC2433
 GC2433|---------------------------------------------------------------------|
 GC2433| PID    Reference Object                     Distance      Geod. Az  |
 GC2433|                                                           dddmmss.s |
 GC2433| AI6278 LIBERTY RM 1                         23.556 METERS 04106     |
 GC2433| GC2436 9 JWM                                20.528 METERS 14411     |
 GC2433| AI6274 LIBERTY AZ MK                                      2742928.7 |
 GC2433| GC2496 PILOT                               APPROX. 9.7 KM 2953723.1 |
 GC2433|---------------------------------------------------------------------|
 GC2433
 GC2433                          SUPERSEDED SURVEY CONTROL
 GC2433
 GC2433  ELLIP H (09/07/94)  195.93   (m)                       GP(       ) 4 1
 GC2433  NAD 83(1986)-  36 52 59.76193(N)    087 11 18.06910(W) AD(       ) 2
 GC2433  NAD 27      -  36 52 59.61700(N)    087 11 18.06500(W) AD(       ) 2
 GC2433
 GC2433.Superseded values are not recommended for survey control.
 GC2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2433.See file dsdata.txt to determine how the superseded data were derived.
 GC2433
 GC2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8321681939(NAD 83)
 GC2433_MARKER: DS = TRIANGULATION STATION DISK
 GC2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2433_SP_SET: SQUARE CONCRETE MONUMENT
 GC2433_STAMPING: LIBERTY 1950
 GC2433_MARK LOGO: CGS   
 GC2433_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2433+STABILITY: SURFACE MOTION
 GC2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2433+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 GC2433
 GC2433  HISTORY     - Date     Condition        Report By
 GC2433  HISTORY     - 1950     MONUMENTED       CGS
 GC2433  HISTORY     - 1950     GOOD             CGS
 GC2433  HISTORY     - 1981     GOOD             NGS
 GC2433  HISTORY     - 19931117 GOOD             NGS
 GC2433  HISTORY     - 19940217 GOOD
 GC2433  HISTORY     - 20000823 GOOD             KYDT
 GC2433  HISTORY     - 20010919 GOOD             KYDT
 GC2433  HISTORY     - 20021216 GOOD             WOOLPT
 GC2433
 GC2433                          STATION DESCRIPTION
 GC2433
 GC2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2433'STATION IS LOCATED IN THE TRIANGLE FORMED BY THE JUNCTION OF STATE
 GC2433'HIGHWAY 106 AND A GRAVEL ROAD WEST WHICH IS ABOUT 4-1/2 MILES
 GC2433'NORTHWEST OF ELKTON AND ABOUT 4-1/2 MILES SOUTHEAST OF ALLEGRE.  IT
 GC2433'IS 53 FEET NORTHEAST OF CENTER OF GRAVEL ROAD, 47 FEET SOUTHWEST OF
 GC2433'CENTER OF HIGHWAY 106, 5 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT
 GC2433'SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GC2433'STAMPED LIBERTY 1950.
 GC2433'
 GC2433'REFERENCE MARK NO. 1 IS 29 FEET NORTHEAST OF CENTER OF HIGHWAY 106
 GC2433'AND 1 FOOT SOUTHWEST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 GC2433'AND THE DISK IS STAMPED LIBERTY NO 1 1950.
 GC2433'
 GC2433'9 JWM (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 52 FEET
 GC2433'SOUTHWEST OF CENTER OF HIGHWAY 106, 35 FEET SOUTHEAST OF CENTER OF
 GC2433'A CONNECTING GRAVEL ROAD AND 22 FEET NORTH OF CENTER OF GRAVEL ROAD.
 GC2433'THE MARK IS A 6X6 INCH CONCRETE POST WHICH PROJECTS ABOUT 4
 GC2433'INCHES AND THE DISK IS A USGS BM DISK STAMPED 9 JWM 1949 742.
 GC2433'
 GC2433'AZIMUTH MARK IS 24 FEET SOUTH OF CENTER OF A GRAVEL ROAD, 2 FEET EAST
 GC2433'OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK
 GC2433'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LIBERTY 1950.
 GC2433'
 GC2433'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE SQUARE IN
 GC2433'ELKTON, GO NORTH ON STATE HIGHWAY 181 FOR 4.1 MILE TO THE JUNCTION
 GC2433'OF STATE HIGHWAY 106.  TURN LEFT ON HIGHWAY 106 AND GO 2.2 MILES TO A
 GC2433'FORK AND STATION AS DESCRIBED.
 GC2433'
 GC2433'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL ROAD
 GC2433'FOR 0.25 MILE TO MARK ON LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 GC2433'
 GC2433'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2433
 GC2433                          STATION RECOVERY (1950)
 GC2433
 GC2433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 GC2433'RECOVERED IN GOOD CONDITION.
 GC2433
 GC2433                          STATION RECOVERY (1981)
 GC2433
 GC2433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GC2433'THE AZIMUTH MARK AND STATION MARK WERE FOUND IN GOOD
 GC2433'CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED BY FARMING AND 9
 GC2433'JWM USGS BM WAS NOT FOUND AND ASSUMED DESTROYED BY GRADING.  REFERENCE
 GC2433'MARKS 2 AND 3 WERE SET.  A NEW DESCRIPTION FOLLOWS.
 GC2433'
 GC2433'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF ELKTON, ON ROAD
 GC2433'RIGHT OF WAY, AT THE WEST END OF A TRIANGLE FORMED BY THE INTERSECTION
 GC2433'OF STATE HIGHWAYS 171 AND 508, 1 FOOT NORTH OF A METAL WITNESS POST,
 GC2433'53 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 508, 49 FEET
 GC2433'SOUTH OF THE CENTERLINE OF HIGHWAY 171, 22 FEET SOUTHWEST OF A FENCE
 GC2433'CORNER, 6 FEET SOUTHWEST OF AN UNDERGROUND CABLE BOX, 41 FEET WEST OF
 GC2433'A PAVED CROSSOVER ROAD AND 2 FEET SOUTHEAST OF A FENCE.  THE MONUMENT
 GC2433'PROJECTS 2 INCHES AND THE DISK IS STAMPED---LIBERTY 1950---.
 GC2433'
 GC2433'TO REACH THE STATION FROM THE COURTHOUSE AT ELKTON, GO NORTH ON STATE
 GC2433'HIGHWAY 181 FOR 4.1 MILES TO THE JUNCTION OF STATE HIGHWAY 171.  TURN
 GC2433'LEFT AND GO WEST ON HIGHWAY 171 FOR 2.2 MILES TO THE JUNCTION OF STATE
 GC2433'HIGHWAY 508 AND THE STATION.  CONTINUE WEST ON HIGHWAY 508 FOR 0.25
 GC2433'MILE TO THE AZIMUTH MARK ON THE LEFT.
 GC2433'
 GC2433'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---LIBERTY 1950 NO 2
 GC2433'1981---SET IN A DRILL HOLE IN THE TOP AND EAST END OF A CONCRETE
 GC2433'HEADWALL, ABOUT 2 FEET ABOVE ROAD LEVEL, 1 FOOT WEST OF THE EAST END
 GC2433'OF THE HEADWALL AND 12 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 508.
 GC2433'
 GC2433'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT
 GC2433'STAMPED---LIBERTY 1950 NO 3 1981---PROJECTING 3 INCHES, 1 FOOT WEST
 GC2433'OF A METAL WITNESS POST, 1 FOOT NORTH OF A FENCE AND 32 FEET SOUTH OF
 GC2433'THE CENTER LINE OF HIGHWAY 508.
 GC2433'
 GC2433'THE AZIMUTH MARK IS 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A METAL
 GC2433'WITNESS POST AND 24 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE
 GC2433'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED---LIBERTY 1950---
 GC2433
 GC2433                          STATION RECOVERY (1993)
 GC2433
 GC2433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GC2433'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) EAST OF HOPKINSVILLE,
 GC2433'5.3 MI (8.5 KM) NORTHWEST OF ELKTON AND 4.0 MI (6.4 KM) WEST OF
 GC2433'CLAYMOUR, AND AT THE WEST END OF A TRIANGLE FORMED BY THE
 GC2433'INTERSECTION OF STATE HIGHWAYS 171 AND 508.  OWNERSHIP--HIGHWAY
 GC2433'RIGHT-OF-WAY.
 GC2433'TO REACH THE STATION FROM THE COURTHOUSE AT ELKTON, GO NORTH ON STATE
 GC2433'HIGHWAY 181 FOR 4.1 MI (6.6 KM) TO THE JUNCTION OF STATE HIGHWAY 171,
 GC2433'TURN LEFT AND GO WEST ON STATE HIGHWAY 171 FOR 2.2 MI (3.5 KM) TO THE
 GC2433'JUNCTION OF STATE HIGHWAY 508 AND THE STATION.
 GC2433'THE STATION PROJECTS 3 CM ABOVE THE LEVEL OF THE GROUND.  LOCATED 53
 GC2433'FT (16.2 M) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 508, 49 FT
 GC2433'(14.9 M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 171, 41 FT
 GC2433'(12.5 M) WEST OF A PAVED CROSSOVER ROAD, 6 FT (1.8 M) SOUTHWEST OF AN
 GC2433'UNDERGROUND CABLE BOX, 2 FT (0.6 M) SOUTHEAST OF A FENCE AND 1 FT
 GC2433'(0.3 M) NORTH OF A METAL WITNESS POST.
 GC2433
 GC2433                          STATION RECOVERY (1994)
 GC2433
 GC2433'RECOVERED 1994
 GC2433'RECOVERED IN GOOD CONDITION.
 GC2433
 GC2433                          STATION RECOVERY (2000)
 GC2433
 GC2433'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (JB)
 GC2433'1993 DESCRIPTION IS STILL GOOD.
 GC2433
 GC2433                          STATION RECOVERY (2001)
 GC2433
 GC2433'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (DP)
 GC2433'RECOVERED IN GOOD CONDITION.
 GC2433
 GC2433                          STATION RECOVERY (2002)
 GC2433
 GC2433'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GC2433'RECOVERED AS DESCRIBED WITH THESE ADDITIONS.
 GC2433' 
 GC2433'STATION IS 5.4 MI NNW OF ELKTON, 16.7 MI E OF HOPKINSVILLE, AND 16.8
 GC2433'MI W OF RUSSELVILLE.
 GC2433' 
 GC2433'TO REACH THE STATION FROM THE INTERSECTION OF KY 68/80 AND KY 181 NEAR
 GC2433'THE VILLAGE OF  ELKTON, GO 4.1 MI N ON KY 181 TO THE INTERSECTION OF
 GC2433'KY 181 AND KY 171, TURN LEFT ON KY 171  AND GO W AND THEN NW ON KY 171
 GC2433'FOR 2.2 MI TO THE INTERSECTION OF KY 171 AND KY 508 ON THE  LEFT AND
 GC2433'THE STATION IN THE NW QUADRANT OF THE INTERSECTION.
 GC2433' 
 GC2433'THE STATION IS 49.2 FT SW OF CL OF KY 171, 58.2 FT NE OF CL OF KY 508,
 GC2433'5.9 FT WSW OF A TELEPHONE  PEDESTAL, 160.1 FT E OF THE NE CORNER OF
 GC2433'THE N CONCRETE HEADWALL OF CULVERT UNDER KY  508.  STATION IS A
 GC2433'CONCRETE MONUMENT W/ BRASS DISK PROJECTING 2.0 IN ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2371 ***********************************************************************
 HZ2371  DESIGNATION -  LIBERTY RIDGE
 HZ2371  PID         -  HZ2371
 HZ2371  STATE/COUNTY-  KY/PENDLETON
 HZ2371  USGS QUAD   -  KELAT (1984)
 HZ2371
 HZ2371                         *CURRENT SURVEY CONTROL
 HZ2371  ___________________________________________________________________
 HZ2371* NAD 83(1993)-  38 36 59.59399(N)    084 20 48.85875(W)     ADJUSTED  
 HZ2371* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 HZ2371  ___________________________________________________________________
 HZ2371  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 HZ2371  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 HZ2371
 HZ2371  HORZ ORDER  -  SECOND
 HZ2371
 HZ2371.The horizontal coordinates were established by classical geodetic methods
 HZ2371.and adjusted by the National Geodetic Survey in April 1998..
 HZ2371
 HZ2371.The orthometric height was scaled from a topographic map.
 HZ2371
 HZ2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2371
 HZ2371.The geoid height was determined by GEOID03.
 HZ2371
 HZ2371;                    North         East     Units Scale Factor Converg.
 HZ2371;SPC KY1Z     - 1,254,324.199 1,622,192.317   MT  0.99998831   +0 51 41.2
 HZ2371;SPC KY1Z     - 4,115,228.64  5,322,142.63   sFT  0.99998831   +0 51 41.2
 HZ2371;SPC KY N     -   123,939.609   491,560.623   MT  0.99996546   -0 03 37.0
 HZ2371;SPC KY N     -   406,625.20  1,612,728.48   sFT  0.99996546   -0 03 37.0
 HZ2371;UTM  16      - 4,277,565.613   730,989.367   MT  1.00025710   +1 39 23.6
 HZ2371
 HZ2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2371!SPC KY1Z     -   0.99996144  x   0.99998831  =   0.99994975
 HZ2371!SPC KY N     -   0.99996144  x   0.99996546  =   0.99992691
 HZ2371!UTM  16      -   0.99996144  x   1.00025710  =   1.00021853
 HZ2371
 HZ2371:                Primary Azimuth Mark                     Grid Az
 HZ2371:SPC KY1Z     -  LIBERTY RIDGE AZ MK                      009 50 00.3
 HZ2371:SPC KY N     -  LIBERTY RIDGE AZ MK                      010 45 18.5
 HZ2371:UTM  16      -  LIBERTY RIDGE AZ MK                      009 02 17.9
 HZ2371
 HZ2371|---------------------------------------------------------------------|
 HZ2371| PID    Reference Object                     Distance      Geod. Az  |
 HZ2371|                                                           dddmmss.s |
 HZ2371| DB9593 LIBERTY RIDGE AZ MK                                0104141.5 |
 HZ2371| DB9594 LIBERTY RIDGE RM 1                   35.662 METERS 17939     |
 HZ2371| DB9595 LIBERTY RIDGE RM 2                   19.318 METERS 27536     |
 HZ2371|---------------------------------------------------------------------|
 HZ2371
 HZ2371                          SUPERSEDED SURVEY CONTROL
 HZ2371
 HZ2371  NAD 83(1993)-  38 36 59.59449(N)    084 20 48.85945(W) AD(       ) 2
 HZ2371  NAD 83(1986)-  38 36 59.59903(N)    084 20 48.86880(W) AD(       ) 2
 HZ2371  NAD 27      -  38 36 59.34000(N)    084 20 49.09200(W) AD(       ) 2
 HZ2371
 HZ2371.Superseded values are not recommended for survey control.
 HZ2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2371.See file dsdata.txt to determine how the superseded data were derived.
 HZ2371
 HZ2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3098977566(NAD 83)
 HZ2371_MARKER: DS = TRIANGULATION STATION DISK
 HZ2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2371
 HZ2371  HISTORY     - Date     Condition        Report By
 HZ2371  HISTORY     - 1949     MONUMENTED       CGS
 HZ2371  HISTORY     - 1959     GOOD             CGS
 HZ2371
 HZ2371                          STATION DESCRIPTION
 HZ2371
 HZ2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2371'STATION IS LOCATED ABOUT 4 MILES SOUTH OF FALMOUTH NEAR THE OLD
 HZ2371'LIBERTY RIDGE SCHOOL SITE AND ON LAND OWNED BY MENZIE MONTGOMERY.  IT
 HZ2371'IS 120 FEET NORTH OF A LONE PEAR TREE, 72 FEET SOUTH OF THE CENTER
 HZ2371'OF THE ROAD AND 31 FEET NORTH OF THE NORTHWEST CORNER OF AN OLD
 HZ2371'BARN. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HZ2371'LIBERTY RIDGE 1949.
 HZ2371'
 HZ2371'REFERENCE MARK NO.1 IS 22 FEET WEST OF A 15 INCH PEAR TREE AND ABOUT
 HZ2371'10 FEET LOWER THAN THE STATION.  THE MARK IS FLUSH WITH THE GROUND
 HZ2371'AND THE DISK IS STAMPED LIBERTY RIDGE NO 1 1949.
 HZ2371'
 HZ2371'REFERENCE MARK NO.2 IS 23 FEET SOUTH OF THE CENTER OF THE ROAD, 9
 HZ2371'FEET SOUTH OF A FENCELINE AND 2 FEET SOUTHEAST OF A WHITE WITNESS
 HZ2371'POST. THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 HZ2371'LIBERTY RIDGE NO 2 1949.
 HZ2371'
 HZ2371'AZIMUTH MARK IS 19 FEET NORTH OF THE CENTER OF THE ROAD, 2 FEET NORTH
 HZ2371'OF A FENCE CORNER AND 1.5 FEET SOUTH OF A WHITE WITNESS POST.  THE
 HZ2371'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LIBERTY RIDGE
 HZ2371'1949.
 HZ2371'
 HZ2371'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 HZ2371'HIGHWAY 22 ON THE WEST SIDE OF FALMOUTH, GO SOUTH ON HIGHWAY 27 FOR
 HZ2371'2.7 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO 2.15 MILES TO A
 HZ2371'FORK, KEEP LEFT FORK AND GO 0.7 MILES TO THE AZIMUTH MARK ON THE
 HZ2371'RIGHT AS DESCRIBED, CONTINUE 0.35 MILES TO A T ROAD RIGHT, TURN
 HZ2371'RIGHT AND GO 0.1 MILE TO THE TOP OF THE HILL AND OLD BARN AND
 HZ2371'STATION ON THE LEFT AS DESCRIBED.
 HZ2371'
 HZ2371'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2371
 HZ2371                          STATION RECOVERY (1959)
 HZ2371
 HZ2371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 HZ2371'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HZ2371'HOWEVER, THE SLOPE DISTANCE TO RM 1 WAS FOUND TO BE 117.9 FEET RATHER
 HZ2371'THAN 117.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3122 ***********************************************************************
 GZ3122  CBN         -  This is a Cooperative Base Network Control Station.
 GZ3122  DESIGNATION -  LIBERTY RM 3
 GZ3122  PID         -  GZ3122
 GZ3122  STATE/COUNTY-  KY/CASEY
 GZ3122  USGS QUAD   -  LIBERTY (1979)
 GZ3122
 GZ3122                         *CURRENT SURVEY CONTROL
 GZ3122  ___________________________________________________________________
 GZ3122* NAD 83(1993)-  37 21 53.69722(N)    084 53 31.93573(W)     ADJUSTED  
 GZ3122* NAVD 88     -       354.8    (meters)    1164.     (feet)  GPS OBS   
 GZ3122  ___________________________________________________________________
 GZ3122  X           -     451,895.242 (meters)                     COMP
 GZ3122  Y           -  -5,055,618.049 (meters)                     COMP
 GZ3122  Z           -   3,849,855.022 (meters)                     COMP
 GZ3122  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 GZ3122  ELLIP HEIGHT-         322.88  (meters)          (11/03/04) GPS OBS
 GZ3122  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GZ3122
 GZ3122  HORZ ORDER  -  B
 GZ3122  ELLP ORDER  -  THIRD     CLASS I
 GZ3122
 GZ3122.The horizontal coordinates were established by GPS observations
 GZ3122.and adjusted by the National Geodetic Survey in September 1994..
 GZ3122
 GZ3122.The orthometric height was determined by GPS observations and a
 GZ3122.high-resolution geoid model.
 GZ3122
 GZ3122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ3122
 GZ3122.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3122
 GZ3122.The ellipsoidal height was determined by GPS observations
 GZ3122.and is referenced to NAD 83.
 GZ3122
 GZ3122.The geoid height was determined by GEOID03.
 GZ3122
 GZ3122;                    North         East     Units Scale Factor Converg.
 GZ3122;SPC KY1Z     - 1,114,837.781 1,575,982.105   MT  0.99994453   +0 31 36.0
 GZ3122;SPC KY1Z     - 3,657,596.95  5,170,534.62   sFT  0.99994453   +0 31 36.0
 GZ3122;SPC KY S     -   614,823.994   575,982.208   MT  0.99994555   +0 31 12.8
 GZ3122;SPC KY S     - 2,017,135.05  1,889,701.63   sFT  0.99994555   +0 31 12.8
 GZ3122;UTM  16      - 4,137,439.108   686,654.513   MT  1.00002918   +1 16 46.4
 GZ3122
 GZ3122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3122!SPC KY1Z     -   0.99994933  x   0.99994453  =   0.99989387
 GZ3122!SPC KY S     -   0.99994933  x   0.99994555  =   0.99989489
 GZ3122!UTM  16      -   0.99994933  x   1.00002918  =   0.99997851
 GZ3122
 GZ3122                          SUPERSEDED SURVEY CONTROL
 GZ3122
 GZ3122  ELLIP H (09/07/94)  322.87   (m)                       GP(       ) 4 1
 GZ3122
 GZ3122.Superseded values are not recommended for survey control.
 GZ3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3122.See file dsdata.txt to determine how the superseded data were derived.
 GZ3122
 GZ3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG8665537439(NAD 83)
 GZ3122_MARKER: DR = REFERENCE MARK DISK
 GZ3122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ3122_SP_SET: CONCRETE POST
 GZ3122_STAMPING: LIBERTY NO 3 1983
 GZ3122_MARK LOGO: NGS   
 GZ3122_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ3122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ3122+STABILITY: SURFACE MOTION
 GZ3122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ3122+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002
 GZ3122
 GZ3122  HISTORY     - Date     Condition        Report By
 GZ3122  HISTORY     - 1983     MONUMENTED       NGS
 GZ3122  HISTORY     - 19931028 GOOD             NGS
 GZ3122  HISTORY     - 20010912 GOOD             KYDT
 GZ3122  HISTORY     - 20021202 GOOD             WOOLPT
 GZ3122
 GZ3122                          STATION DESCRIPTION
 GZ3122
 GZ3122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GZ3122'THE STATION IS LOCATED ABOUT 10.0 KM (6.20 MI) NORTHEAST OF LIBERTY,
 GZ3122'2.0 KM (1.25 MI) WEST OF U.S. HIGHWAY 127, ACROSS THE ROAD FROM WAYNE
 GZ3122'LANES HOUSE. OWNERSHIP--HIGHWAY RIGHT OF WAY.
 GZ3122'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND U.S.
 GZ3122'HIGHWAY 127 IN HUSTONVILLE, GO SOUTH ON U.S. HIGHWAY 127 FOR 4.5 MI
 GZ3122'(7.2 KM) TO STATE ROUTE 906 ON THE RIGHT, CONTINUE AHEAD SOUTH ON
 GZ3122'U.S. HIGHWAY 127 FOR 1.9 MI (3.1 KM) TO STATE ROUTE 1552 ON THE
 GZ3122'RIGHT, TURN RIGHT ON STATE ROUTE 1552 AND GO WESTERLY 0.75 MI
 GZ3122'(1.21 KM) TO A PAVED ROAD STRAIGHT AHEAD, TURN RIGHT AND CONTINUE
 GZ3122'WEST ON STATE ROUTE 1552 FOR 1.55 MI (2.49 KM) TO A PAVED ROAD LEFT
 GZ3122'AT THE TOP OF GRADE, TURN LEFT AND GO SOUTH FOR 0.75 MI (1.21 KM) TO
 GZ3122'THE STATION ON THE LEFT.
 GZ3122'THE STATION PROJECTS 4 CM ABOVE THE LEVEL OF THE GROUND.  LOCATED 14.3
 GZ3122'M (46.9 FT) SOUTH FROM THE SOUTHERN MOST OF TWO BRICK ENTRY POSTS,
 GZ3122'9.8 M (32.2 FT) EAST FROM WAYNE LANES MAIL BOX, 5.9 M (19.4 FT)
 GZ3122'SOUTHEAST FROM THE CENTERLINE OF ROAD, 0.3 M (1.0 FT) WEST-SOUTHWEST
 GZ3122'FROM A FENCE CORNER POST, 0.25 M (0.82 FT) SOUTHWEST FROM A WITNESS
 GZ3122'POST AND 0.2 M (0.7 FT) SOUTHEAST FROM THE FENCE LINE.
 GZ3122
 GZ3122                          STATION RECOVERY (2001)
 GZ3122
 GZ3122'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RL)
 GZ3122'HOUSE NOW OCCUPIED BY KEVIN FOLEY AND BRICK ENTRY POST IS GONE.
 GZ3122
 GZ3122                          STATION RECOVERY (2002)
 GZ3122
 GZ3122'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GZ3122'RECOVERED AS DESCRIBED WITH THESE ADDITIONS.
 GZ3122' 
 GZ3122'FROM THE INTERSECTION OF US 127 AND SR 1552 AT MILE POST 20.9, GO
 GZ3122'RIGHT ON SR 1552 FOR 0.65  MILE TO A THREE-WAY STOP, GO RIGHT AT STOP
 GZ3122'FOR 1.55 MILES TO INTERSECTION OF SR 1552 AND  SR 3271 (WOODRIDGE RD)
 GZ3122'TO LEFT, GO LEFT ON SR 3271 FOR 0.75 MILE TO STATION ON LEFT.
 GZ3122' 
 GZ3122'STATION IS 1.3 FT WSW FROM FENCE CORNER, 33.5 FT ESE FROM MAIL BOX
 GZ3122'4377, 106.0 FT SE FROM  SW CORNER OF WHITE ONE STORY HOUSE 4377, AND
 GZ3122'0.8 FT SSW OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1418 ***********************************************************************
 HA1418  DESIGNATION -  LICK
 HA1418  PID         -  HA1418
 HA1418  STATE/COUNTY-  KY/GRAYSON
 HA1418  USGS QUAD   -  SPRING LICK (1971)
 HA1418
 HA1418                         *CURRENT SURVEY CONTROL
 HA1418  ___________________________________________________________________
 HA1418* NAD 83(1993)-  37 25 50.30123(N)    086 35 13.94578(W)     ADJUSTED  
 HA1418* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 HA1418  ___________________________________________________________________
 HA1418  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 HA1418  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HA1418
 HA1418  HORZ ORDER  -  THIRD
 HA1418
 HA1418.The horizontal coordinates were established by classical geodetic methods
 HA1418.and adjusted by the National Geodetic Survey in December 1995..
 HA1418
 HA1418.The orthometric height was scaled from a topographic map.
 HA1418
 HA1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1418
 HA1418.The geoid height was determined by GEOID03.
 HA1418
 HA1418;                    North         East     Units Scale Factor Converg.
 HA1418;SPC KY1Z     - 1,122,114.797 1,425,906.971   MT  0.99993502   -0 30 50.4
 HA1418;SPC KY1Z     - 3,681,471.63  4,678,163.12   sFT  0.99993502   -0 30 50.4
 HA1418;SPC KY S     -   622,101.267   425,906.073   MT  0.99994681   -0 30 27.8
 HA1418;SPC KY S     - 2,041,010.57  1,397,326.84   sFT  0.99994681   -0 30 27.8
 HA1418;UTM  16      - 4,142,726.282   536,520.596   MT  0.99961643   +0 15 03.2
 HA1418
 HA1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1418!SPC KY1Z     -   0.99997603  x   0.99993502  =   0.99991105
 HA1418!SPC KY S     -   0.99997603  x   0.99994681  =   0.99992284
 HA1418!UTM  16      -   0.99997603  x   0.99961643  =   0.99959246
 HA1418
 HA1418|---------------------------------------------------------------------|
 HA1418| PID    Reference Object                     Distance      Geod. Az  |
 HA1418|                                                           dddmmss.s |
 HA1418| CG8798 LICK RM 2                            23.841 METERS 03313     |
 HA1418| CG8796 LICK AZ MK                                         2723303.5 |
 HA1418| CG8797 LICK RM 1                            24.083 METERS 31134     |
 HA1418|---------------------------------------------------------------------|
 HA1418
 HA1418                          SUPERSEDED SURVEY CONTROL
 HA1418
 HA1418  NAD 83(1986)-  37 25 50.31082(N)    086 35 13.95233(W) AD(       ) 3
 HA1418  NAD 27      -  37 25 50.13000(N)    086 35 14.00000(W) AD(       ) 3
 HA1418
 HA1418.Superseded values are not recommended for survey control.
 HA1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1418.See file dsdata.txt to determine how the superseded data were derived.
 HA1418
 HA1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3652142726(NAD 83)
 HA1418_MARKER: DS = TRIANGULATION STATION DISK
 HA1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1418
 HA1418  HISTORY     - Date     Condition        Report By
 HA1418  HISTORY     - 1952     MONUMENTED       CGS
 HA1418
 HA1418                          STATION DESCRIPTION
 HA1418
 HA1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1418'STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF CANEYVILLE, ON THE
 HA1418'SUMMIT OF A HILL UPON WHICH A CEMETERY IS LOCATED.  IT IS 18 FEET
 HA1418'NORTHWEST OF A 12 INCH OAK TREE THAT HAS A TRIANGLE BLAZE ON THE
 HA1418'NORTHWEST SIDE, 12 FEET SOUTH OF A FENCELINE, AND 12 FEET
 HA1418'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 HA1418'DISK IS STAMPED LICK 1952.
 HA1418'
 HA1418'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF THE WEST FENCE OF THE
 HA1418'CEMETERY.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 HA1418'LICK NO 1 1952.
 HA1418'
 HA1418'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE EAST FENCE OF THE
 HA1418'CEMETERY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HA1418'LICK NO 2 1952.
 HA1418'
 HA1418'AZIMUTH MARK IS 24 FEET EAST OF THE EAST POST OF A GATE, 24 FEET
 HA1418'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 62 AND 2 FEET EAST OF A
 HA1418'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 HA1418'STAMPED LICK 1952.
 HA1418'
 HA1418'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 HA1418'HIGHWAY 105 IN CANEYVILLE, GO WEST ON U.S. HIGHWAY 62 FOR 5.5 MILES
 HA1418'TO A SIDE ROAD RIGHT (TO REACH THE AZIMUTH MARK FROM THIS POINT
 HA1418'CONTINUE ON HIGHWAY FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT
 HA1418'AS DESCRIBED), TURN RIGHT AND GO UP A STEEP HILL FOR 0.3 MILE TO THE
 HA1418'TOP OF HILL AND THE STATION AS DESCRIBED.
 HA1418'
 HA1418'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3313 ***********************************************************************
 GY3313  DESIGNATION -  LIDA
 GY3313  PID         -  GY3313
 GY3313  STATE/COUNTY-  KY/LAUREL
 GY3313  USGS QUAD   -  BLACKWATER (1979)
 GY3313
 GY3313                         *CURRENT SURVEY CONTROL
 GY3313  ___________________________________________________________________
 GY3313* NAD 83(1993)-  37 05 03.51509(N)    083 56 15.84261(W)     ADJUSTED  
 GY3313* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 GY3313  ___________________________________________________________________
 GY3313  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 GY3313  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GY3313
 GY3313  HORZ ORDER  -  THIRD
 GY3313
 GY3313.The horizontal coordinates were established by classical geodetic methods
 GY3313.and adjusted by the National Geodetic Survey in December 1995..
 GY3313
 GY3313.The orthometric height was scaled from a topographic map.
 GY3313
 GY3313.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3313
 GY3313.The geoid height was determined by GEOID03.
 GY3313
 GY3313;                    North         East     Units Scale Factor Converg.
 GY3313;SPC KY1Z     - 1,084,911.842 1,661,124.376   MT  0.99999977   +1 06 45.6
 GY3313;SPC KY1Z     - 3,559,414.93  5,449,872.22   sFT  0.99999977   +1 06 45.6
 GY3313;SPC KY S     -   584,883.828   661,117.386   MT  0.99995486   +1 05 56.7
 GY3313;SPC KY S     - 1,918,906.36  2,169,015.96   sFT  0.99995486   +1 05 56.7
 GY3313;UTM  17      - 4,108,263.928   238,869.367   MT  1.00044010   -1 46 20.7
 GY3313;UTM  16      - 4,108,613.830   772,202.918   MT  1.00051286   +1 50 51.5
 GY3313
 GY3313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3313!SPC KY1Z     -   0.99994407  x   0.99999977  =   0.99994384
 GY3313!SPC KY S     -   0.99994407  x   0.99995486  =   0.99989893
 GY3313!UTM  17      -   0.99994407  x   1.00044010  =   1.00038415
 GY3313!UTM  16      -   0.99994407  x   1.00051286  =   1.00045690
 GY3313
 GY3313|---------------------------------------------------------------------|
 GY3313| PID    Reference Object                     Distance      Geod. Az  |
 GY3313|                                                           dddmmss.s |
 GY3313| DB9600 LIDA RM 1                            10.209 METERS 06228     |
 GY3313| DB9601 LIDA RM 2                             7.640 METERS 15226     |
 GY3313| DB9599 LIDA AZ MK                                         1652029.0 |
 GY3313| GY3317 RACCOON RESET                       APPROX. 8.8 KM 3265644.9 |
 GY3313|---------------------------------------------------------------------|
 GY3313
 GY3313                          SUPERSEDED SURVEY CONTROL
 GY3313
 GY3313  NAD 83(1986)-  37 05 03.52255(N)    083 56 15.84727(W) AD(       ) 3
 GY3313  NAD 27      -  37 05 03.19800(N)    083 56 16.11200(W) AD(       ) 3
 GY3313
 GY3313.Superseded values are not recommended for survey control.
 GY3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3313.See file dsdata.txt to determine how the superseded data were derived.
 GY3313
 GY3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB3886908264(NAD 83)
 GY3313_MARKER: DS = TRIANGULATION STATION DISK
 GY3313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3313
 GY3313  HISTORY     - Date     Condition        Report By
 GY3313  HISTORY     - 1950     MONUMENTED       CGS
 GY3313  HISTORY     - 1970     GOOD             USFS
 GY3313  HISTORY     - 1970     GOOD             NGS
 GY3313
 GY3313                          STATION DESCRIPTION
 GY3313
 GY3313'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3313'STATION IS LOCATED 9 MILES EAST-SOUTHEAST OF LONDON, ABOUT 0.2 MILE
 GY3313'NORTHEAST OF LIDA POST OFFICE JUST NORTH OF STATE HIGHWAY 80.  IT
 GY3313'IS 36 FEET NORTHEAST OF CENTER OF A GRAVEL ROAD, 15 FEET EAST OF A
 GY3313'POWER LINE POLE AND 7 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 GY3313'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LIDA 1950.
 GY3313'
 GY3313'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS
 GY3313'FLUSH WITH THE GROUND AND THE DISK IS STAMPED LIDA 1950.
 GY3313'
 GY3313'REFERENCE MARK NO. 2 IS 34 FEET NORTHEAST OF CENTER OF GRAVEL ROAD.
 GY3313'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LIDA 1950.
 GY3313'
 GY3313'AZIMUTH MARK IS 30 FEET NORTH OF CENTER OF STATE HIGHWAY 80, 20 FEET
 GY3313'SOUTH OF A TELEPHONE POLE AND SET IN A FENCE LINE.  THE MARK IS FLUSH
 GY3313'WITH THE GROUND AND THE DISK IS STAMPED LIDA 1950.
 GY3313'
 GY3313'TO REACH STATION FROM THE POST OFFICE IN LONDON GO NORTH ONE BLOCK TO
 GY3313'STATE HIGHWAY 80, TURN RIGHT ON HIGHWAY 80 AND GO SOUTHEAST FOR
 GY3313'9.4 MILES TO THE AZIMUTH MARK ON LEFT OR NORTH OF HIGHWAY AS
 GY3313'DESCRIBED, CONTINUE STRAIGHT AHEAD ON HIGHWAY FOR 0.1 MILE TO A
 GY3313'GRAVEL ROAD LEFT, TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.15 MILE
 GY3313'TO STATION ON RIGHT AS DESCRIBED.
 GY3313'
 GY3313'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GY3313
 GY3313                          STATION RECOVERY (1970)
 GY3313
 GY3313'RECOVERY NOTE BY US FOREST SERVICE 1970 (WGR)
 GY3313'ALL MARKS OK.
 GY3313'
 GY3313'SUGGEST THE FOLLOWING ADDITIONS-GO 9.6 MILES TO AZIMUTH MARK ON LEFT
 GY3313'ON NORTH OF HWAY-ON TOP OF A 15 FEET CUT BANK.  CONTINUE .1 MILE
 GY3313'TO BLACK TOP ROAD LEFT, TURN LEFT GO NORTH FOR .25 MILE TO STATION.
 GY3313'
 GY3313'A BRICK BUILDING HAS BEEN BUILT DIRECTLY IN LINE OF STATION AND
 GY3313'AZIMUTH MARK.
 GY3313
 GY3313                          STATION RECOVERY (1970)
 GY3313
 GY3313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GY3313'THE STATION AND ALL MARKS WERE RECOVERED IN APPARENT GOOD CONDITION.
 GY3313'A SMALL GARAGE HAS BEEN BUILT BETWEEN THE STATION AND THE AZIMUTH
 GY3313'MARK AND IT IS NOW NECESSARY TO BUILD A HIGH BENCH OVER THE MARK TO
 GY3313'SEE.  IN CHECKING THE HORIZONTAL MEASURED DISTANCE BETWEEN THE
 GY3313'STATION MARK AND THE REFERENCE MARKS, A DISCREPANCY OF - 0.02 OF
 GY3313'A FOOT WAS NOTED FOR REFERENCE MARK NO. 1 AND + 0.01 OF A FOOT
 GY3313'FOR REFERENCE MARK NO. 2.  THE STATION WAS OCCUPIED AND THE
 GY3313'HORIZONTAL ANGLE BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS
 GY3313'OBSERVED.  IN CHECKING THE ANGLES OBSERVED THIS DATE AGAINST THOSE
 GY3313'OBSERVED IN 1950, THE FOLLOWING DISCREPANCIES WERE NOTED, -
 GY3313'53.0 INCHES FOR REFERENCE MARK NO. 1 AND - 09 FEET 15.7 INCHES
 GY3313'FOR REFERENCE MARK NO. 2.  BECAUSE OF THESE DISCREPANCIES, THE
 GY3313'POINT OVER THE AZIMUTH MARK WAS CHECKED AND FOUND PLUMB OVER THE
 GY3313'MARK.  NONE OF THE MARKS AT THE STATION SITE SHOW ANY EVIDENCE OF
 GY3313'MOVEMENT AND ARE THOUGHT TO OCCUPY THEIR ORIGINAL POSITIONS AS
 GY3313'INDICATED BY DISTANCE MEASUREMENTS.
 GY3313'
 GY3313'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GY3313'
 GY3313'THE STATION IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF LONDON, ABOUT
 GY3313'0.2 OF A MILE NORTHEAST OF THE SMALL COMMUNITY OF LIDA, AND IN THE
 GY3313'YARD OF PROPERTY OWNED BY MR. ARLIE CORNET.
 GY3313'
 GY3313'TO REACH THE STATION FROM THE JUNCTIONS OF U. S. HIGHWAY 25 AND
 GY3313'STATE ROUTES 80 AND 229 AT THE SOUTHEAST CORNER OF THE LAUREL COUNTY
 GY3313'COURTHOUSE SQUARE IN LONDON, GO EASTERLY ON STATE ROUTE 80 FOR 0.5
 GY3313'OF A MILE TO THE JUNCTION OF STATER ROUTE 638 ON THE LEFT,
 GY3313'CONTINUE SOUTHEASTERLY ON STATE ROUTE 80 FOR 0.9 OF A MILE TO THE
 GY3313'JUNCTION OF STATE ROUTE 472 ON THE LEFT.  HERE CONTINUE
 GY3313'SOUTHEASTERLY ON STATE ROUTE 80 FOR 3.15 MILES TO THE JUNCTION WITH
 GY3313'STATE ROUTE 1305 ON THE LEFT, CONTINE SOUTHEASTERLY ON STATE
 GY3313'ROUTE 80 FOR 0.5 OF A MILE TO THE JUNCTION OF STATE ROUTE 521 ON
 GY3313'THE RIGHT.  HERE CONTINUE SOUTHEASTERLY ON STATE ROUTE 80
 GY3313'FOR 0.7 OF A MILE TO THE JUNCTION OF STATE ROUTE 830 ON THE
 GY3313'RIGHT, CONTINUE SOUTHEASTERLY ON STATE ROUTE 80 FOR 2.0 MILES
 GY3313'TO THE JUNCTION OF STATE ROUTE 488 ON THE LEFT.  HERE CONTINUE
 GY3313'SOUTHEASTERLY ON STATE ROUTE 80 FOR 1.7 MILES TO THE AZIMIUTH MARK
 GY3313'ON THE LEFT ATOP A ROAD CUT.  CONTINUE EASTERLY ON STATE ROUTE
 GY3313'80 FOR 0.1 OF A MILE TO THE JUNCTION OF STATE ROUTE 1305 ON
 GY3313'THE LEFT.  HERE TURN LEFT ON STATE ROUTE 1305 AND GO NORTHERLY FOR
 GY3313'0.15 OF A MILE TO THE STATION ON THE RIGHT IN YARD AS DESCRIBED.
 GY3313'
 GY3313'THE STATION IS 84 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF
 GY3313'A CONCRETE PORCH ALONG THE SOUTH SIDE OF THE CORNET HOME, 83 FEET
 GY3313'SOUTHEAST OF THE APPROXIMATE CENTER OF A DRIVEWAY, 68 FEET SOUTH OF
 GY3313'THE SOUTHEAST CORNER OF THE CONCRETE PORCH, 37 FEET NORTHEAST OF
 GY3313'THE APPROXIMATE CENTER OF STATE ROUTE 1305, 34.5 FEET
 GY3313'WEST-SOUTHWEST OF A 12-INCH HICKORY TREE, 18.4 FEET NORTH OF A
 GY3313'METAL WITNESS POST AND SIGN NEAR THE NORTHWEST CORNER OF AN OLD
 GY3313'FENCE, 14 FEET SOUTH OF A GUYED UTILITY AND TRANSFORMER POLE, AND
 GY3313'IN THE LAWN AREA OF THE CORNET YARD.  IT IS A STANDARD DISK
 GY3313'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GY3313'AND THE DISK IS STAMPED LIDA 1950.
 GY3313'
 GY3313'REFERENCE MARK NO. 1 IS 70 FEET EAST-NORTHEAST OF THE APPROXIMATE
 GY3313'CENTER OF STATE ROUTE 1305, 57 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 GY3313'CORNER OF THE CONCRETE PORCH, 45.5 FEET NORTHEAST OF THE METAL
 GY3313'WITNESS POST AND SIGN NEAR THE NORTHWEST CORNER OF THE OLD FENCE,
 GY3313'30 FEET EAST OF THE GUYED UTILITY AND TRANSFORMER POLE, 14 FEET
 GY3313'SOUTHWEST OF A 14-INCH VIRGINIA PINE TREE, 6.5 FEET NORTHWEST
 GY3313'OF A 12-INCH HICKORY TREE, AND IN THE LAWN AREA OF THE CORNET
 GY3313'YARD.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GY3313'CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 GY3313'LIDA NO 1 1950.
 GY3313'
 GY3313'REFERENCE MARK NO. 2 IS ACROSS AN OLD FENCE FROM THE STATION NEAR
 GY3313'THE NORTHWEST CORNER OF AN ABANDONED FIELD, 38 FEET SOUTH OF THE
 GY3313'GUYED UTILITY AND TRANSFORMER POLE, 37 FEET SOUTHWEST OF A 12-INCH
 GY3313'HICKORY TREE, 36 FEET EAST-NORTHEAST OF THE APPROXIMATE CENTER OF
 GY3313'STATE ROUTE 1305, AND 13 FEET EAST OF THE METAL WITNESS POST AND
 GY3313'SIGN NEAR THE NORTHWEST CORNER OF THE OLD FENCE.  IT IS A
 GY3313'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GY3313'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED LIDA NO
 GY3313'2 1950.
 GY3313'
 GY3313'THE HORIZNTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GY3313'REFERENCE MARK NO. 2 IS 41.81 FEET - 12.742 METERS.
 GY3313'
 GY3313'THE AZIMUTH MARK IS ABOUT 0.1 OF A MILE WEST OF THE JUNCTION OF
 GY3313'STATE ROUTE 1305 AND STATE ROUTE 80, 31 FEET NORTH-NORTHWEST OF THE
 GY3313'APPROXIMATE CENTER OF STATE ROUTE 80, 21 FEET EAST-NORTHEAST OF A
 GY3313'GUYED TELEPHONE POLE, 1.5 FEET EAST-NORTHEAST OF A WHITE, WOODEN
 GY3313'WITNESS POST, 1.1 FEET WEST OF A METAL WITNESS POST AND SIGN,
 GY3313'DIRECTLY UNDER A TELEPHONE LINE, AND ABOUT 15 FEET ABOVE THE
 GY3313'LEVEL OF THE HIGHWAY NEAR THE EDGE OF A CUT.  IT IS A STANDARD
 GY3313'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GY3313'MONUMENT AND THE DISK IS STAMPED LIDA 1950.
 GY3313'
 GY3313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.2 MILE
 GY3313'NORTHEAST OF LIDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2434 ***********************************************************************
 GC2434  DESIGNATION -  LIF
 GC2434  PID         -  GC2434
 GC2434  STATE/COUNTY-  KY/TODD
 GC2434  USGS QUAD   -  ALLEGRE (1985)
 GC2434
 GC2434                         *CURRENT SURVEY CONTROL
 GC2434  ___________________________________________________________________
 GC2434* NAD 83(1993)-  36 59 51.55345(N)    087 08 11.71563(W)     ADJUSTED  
 GC2434* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 GC2434  ___________________________________________________________________
 GC2434  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 GC2434  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GC2434
 GC2434  HORZ ORDER  -  SECOND
 GC2434
 GC2434.The horizontal coordinates were established by classical geodetic methods
 GC2434.and adjusted by the National Geodetic Survey in December 1995..
 GC2434
 GC2434.The orthometric height was scaled from a topographic map.
 GC2434
 GC2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2434
 GC2434.The geoid height was determined by GEOID03.
 GC2434
 GC2434;                    North         East     Units Scale Factor Converg.
 GC2434;SPC KY1Z     - 1,074,647.209 1,376,575.596   MT  1.00002160   -0 51 04.7
 GC2434;SPC KY1Z     - 3,525,738.38  4,516,315.10   sFT  1.00002160   -0 51 04.7
 GC2434;SPC KY S     -   574,627.619   376,582.774   MT  0.99996255   -0 50 27.3
 GC2434;SPC KY S     - 1,885,257.45  1,235,505.32   sFT  0.99996255   -0 50 27.3
 GC2434;UTM  16      - 4,094,620.809   487,846.589   MT  0.99960182   -0 04 55.9
 GC2434
 GC2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2434!SPC KY1Z     -   0.99996530  x   1.00002160  =   0.99998690
 GC2434!SPC KY S     -   0.99996530  x   0.99996255  =   0.99992785
 GC2434!UTM  16      -   0.99996530  x   0.99960182  =   0.99956713
 GC2434
 GC2434|---------------------------------------------------------------------|
 GC2434| PID    Reference Object                     Distance      Geod. Az  |
 GC2434|                                                           dddmmss.s |
 GC2434| CG6777 LIF RM 1                             33.900 METERS 01943     |
 GC2434| GC2435 TT 21 USGS 1950                     234.288 METERS 04305     |
 GC2434| GC2432 CLIFTY 1950                         APPROX. 4.8 KM 1913527.4 |
 GC2434| CG6778 LIF RM 2                             35.677 METERS 27159     |
 GC2434|---------------------------------------------------------------------|
 GC2434
 GC2434                          SUPERSEDED SURVEY CONTROL
 GC2434
 GC2434  NAD 83(1986)-  36 59 51.56297(N)    087 08 11.72094(W) AD(       ) 2
 GC2434  NAD 27      -  36 59 51.44200(N)    087 08 11.72600(W) AD(       ) 2
 GC2434
 GC2434.Superseded values are not recommended for survey control.
 GC2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2434.See file dsdata.txt to determine how the superseded data were derived.
 GC2434
 GC2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8784794621(NAD 83)
 GC2434_MARKER: DS = TRIANGULATION STATION DISK
 GC2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2434
 GC2434  HISTORY     - Date     Condition        Report By
 GC2434  HISTORY     - 1950     MONUMENTED       CGS
 GC2434  HISTORY     - 20030319 POOR             PENRIL
 GC2434
 GC2434                          STATION DESCRIPTION
 GC2434
 GC2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2434'STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF GREENVILLE AND 0.55
 GC2434'MILE NORTHEAST OF THE CLIFTY CONSOLIDATED SCHOOL.  IT IS 52 FEET
 GC2434'NORTHWEST OF GERTIE SLAUGHTERS HEAD STONE, 36 FEET SOUTHEAST OF THE
 GC2434'CENTER OF GRAVEL ROAD AND 5 FEET SOUTHEAST OF A WHITE
 GC2434'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LIF
 GC2434'1950.
 GC2434'
 GC2434'REFERENCE MARK NO. 1 IS 32 FEET NORTHWEST OF THE CENTER OF GRAVEL
 GC2434'ROAD AND 1 FOOT SOUTHEAST OF A FENCELINE.  THE MARK PROJECTS 6
 GC2434'INCHES AND THE DISK IS STAMPED LIF NO 1 1950.
 GC2434'
 GC2434'REFERENCE MARK NO. 2 IS 26 FEET NORTHWEST OF THE CENTER OF GRAVEL
 GC2434'ROAD AND 2 FEET SOUTHEAST OF A FENCELINE.  THE MARK IS FLUSH AND THE
 GC2434'DISK IS STAMPED LIF NO 2 1950.
 GC2434'
 GC2434'TT 21 (USGS) BM IS 40 FEET SOUTHEAST OF THE INTERSECTION OF GRAVEL
 GC2434'T-ROAD, 32 FEET EAST OF THE CENTER OF GRAVEL ROAD, 19 FEET SOUTH OF
 GC2434'THE CENTER OF GRAVEL ROAD AND 2 FEET WEST OF A WHITE WITNESS POST.
 GC2434'THE MARK IS A 4X4 INCH CONCRETE POST WHICH PROJECTS 4 INCHES WITH A
 GC2434'STANDARD USGS BRONZE BENCHMARK DISK ATOP STAMPED TT 21 TWC 1949 ELEV.
 GC2434'818.
 GC2434'
 GC2434'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 62 AND
 GC2434'STATE HIGHWAY NO. 181 IN GREENVILLE, GO SOUTH ON STATE HIGHWAY
 GC2434'NO. 181 FOR 15.4 MILES TO A T-ROAD LEFT AND THE TT 21 (USGS) BM IN
 GC2434'THE SOUTHEAST ANGLE, CONTINUE FOR 0.15 MILE TO A CEMETERY ON THE
 GC2434'LEFT AND THE STATION AS DESCRIBED.
 GC2434'
 GC2434'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2434
 GC2434                          STATION RECOVERY (2003)
 GC2434
 GC2434'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2003 (RL)
 GC2434'BRASS DISC MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2397 ***********************************************************************
 HY2397  DESIGNATION -  LIMESTONE
 HY2397  PID         -  HY2397
 HY2397  STATE/COUNTY-  KY/ROWAN
 HY2397  USGS QUAD   -  MOREHEAD (1978)
 HY2397
 HY2397                         *CURRENT SURVEY CONTROL
 HY2397  ___________________________________________________________________
 HY2397* NAD 83(1993)-  38 08 16.31682(N)    083 28 35.53649(W)     ADJUSTED  
 HY2397* NAVD 88     -       437.     (meters)    1434.     (feet)  SCALED    
 HY2397  ___________________________________________________________________
 HY2397  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 HY2397  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY2397
 HY2397  HORZ ORDER  -  FIRST
 HY2397
 HY2397.The horizontal coordinates were established by classical geodetic methods
 HY2397.and adjusted by the National Geodetic Survey in December 1995..
 HY2397
 HY2397.The orthometric height was scaled from a topographic map.
 HY2397
 HY2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2397
 HY2397.The geoid height was determined by GEOID03.
 HY2397
 HY2397;                    North         East     Units Scale Factor Converg.
 HY2397;SPC KY1Z     - 1,202,699.773 1,699,272.772   MT  0.99991532   +1 23 44.9
 HY2397;SPC KY1Z     - 3,945,857.51  5,575,030.75   sFT  0.99991532   +1 23 44.9
 HY2397;SPC KY N     -    71,085.551   567,805.446   MT  0.99997851   +0 28 52.1
 HY2397;SPC KY N     -   233,219.85  1,862,875.03   sFT  0.99997851   +0 28 52.1
 HY2397;UTM  17      - 4,224,009.470   282,958.084   MT  1.00018020   -1 31 48.0
 HY2397
 HY2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2397!SPC KY1Z     -   0.99993656  x   0.99991532  =   0.99985188
 HY2397!SPC KY N     -   0.99993656  x   0.99997851  =   0.99991507
 HY2397!UTM  17      -   0.99993656  x   1.00018020  =   1.00011674
 HY2397
 HY2397|---------------------------------------------------------------------|
 HY2397| PID    Reference Object                     Distance      Geod. Az  |
 HY2397|                                                           dddmmss.s |
 HY2397| DB9602 LIMESTONE RM 1                       16.078 METERS 16221     |
 HY2397| HY2432 OLYMPUS                             APPROX.18.2 KM 2350436.8 |
 HY2397|---------------------------------------------------------------------|
 HY2397
 HY2397                          SUPERSEDED SURVEY CONTROL
 HY2397
 HY2397  NAD 83(1986)-  38 08 16.32307(N)    083 28 35.54255(W) AD(       ) 1
 HY2397  NAD 27      -  38 08 16.03000(N)    083 28 35.87000(W) AD(       ) 1
 HY2397
 HY2397.Superseded values are not recommended for survey control.
 HY2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2397.See file dsdata.txt to determine how the superseded data were derived.
 HY2397
 HY2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8295824009(NAD 83)
 HY2397_MARKER: DS = TRIANGULATION STATION DISK
 HY2397_SETTING: 80 = SET IN A BOULDER
 HY2397_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HY2397
 HY2397  HISTORY     - Date     Condition        Report By
 HY2397  HISTORY     - 1928     MONUMENTED       CGS
 HY2397  HISTORY     - 1935     MARK NOT FOUND   CGS
 HY2397  HISTORY     - 1949     MARK NOT FOUND   CGS
 HY2397
 HY2397                          STATION DESCRIPTION
 HY2397
 HY2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 HY2397'ABOUT 3 MILES SW OF MOREHEAD, ON THE HIGHEST POINT OF LIMESTONE KNOB,
 HY2397'THE HIGHEST HILL IN THE VICINITY OF MOREHEAD.
 HY2397'
 HY2397'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 HY2397'BOULDER.
 HY2397'
 HY2397'REFERENCE MARK IS A STANDARD BRONZE DISK IN OUTCROPPING BEDROCK.
 HY2397'
 HY2397'REACHED FROM MOREHEAD BY MIDLAND TRIAL SW ABOUT 2 MILES TO DIRT ROAD
 HY2397'TURNING S ABOUT 50 YARDS PAST A SMALL BARN.  FOLLOW THIS ROAD ACROSS
 HY2397'RAILROAD AND FORK, KEEPING STRAIGHT AHEAD AT FORK, ABOUT 2 MILES,
 HY2397'OR AS FAR AS A TRUCK CAN GO.  THIS ROAD DEGENERATES INTO AN OLD
 HY2397'WOOD ROAD, IMPASSIBLE TO TRUCKS.  FOLLOW OLD ROAD TO TOP OF STEEP,
 HY2397'ROCKY HILL, AND TAKE DIM WOOD ROAD LEADING TO RIGHT.  FOLLOW THIS
 HY2397'ROAD ABOUT 2 MILES TO FOOT OF THE KNOB, PROPER, ABOUT 200 YARDS N OF
 HY2397'STATION. THE KNOB IS VISIBLE FROM CLEARFIELD, AND FROM THE MIDLAND
 HY2397'TRIAL.
 HY2397'
 HY2397'HEIGHT OF SIGNAL ABOVE STATION MARK 1 METER.
 HY2397
 HY2397                          STATION RECOVERY (1935)
 HY2397
 HY2397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 HY2397'COULD NOT REACH WITH CAR.
 HY2397
 HY2397                          STATION RECOVERY (1949)
 HY2397
 HY2397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2397'STATION WAS RECOVERED BUT NO MARKS WERE FOUND.  A DRILL HOLE WAS
 HY2397'FOUND AT THE ORIGINAL SITE.
 HY2397'
 HY2397'A TRAVERSE CONNECTION WAS MADE FROM LIMESTONE 2 TO THE CENTER OF
 HY2397'DRILL HOLE.  THE DISTANCE WAS FOUND TO BE 1.96 FEET, 0.597 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2396 ***********************************************************************
 HY2396  DESIGNATION -  LIMESTONE 2
 HY2396  PID         -  HY2396
 HY2396  STATE/COUNTY-  KY/ROWAN
 HY2396  USGS QUAD   -  MOREHEAD (1978)
 HY2396
 HY2396                         *CURRENT SURVEY CONTROL
 HY2396  ___________________________________________________________________
 HY2396* NAD 83(1993)-  38 08 16.30964(N)    083 28 35.55926(W)     ADJUSTED  
 HY2396* NAVD 88     -       437.     (meters)    1434.     (feet)  SCALED    
 HY2396  ___________________________________________________________________
 HY2396  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 HY2396  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY2396
 HY2396  HORZ ORDER  -  FIRST
 HY2396
 HY2396.The horizontal coordinates were established by classical geodetic methods
 HY2396.and adjusted by the National Geodetic Survey in December 1995..
 HY2396
 HY2396.The orthometric height was scaled from a topographic map.
 HY2396
 HY2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2396
 HY2396.The geoid height was determined by GEOID03.
 HY2396
 HY2396;                    North         East     Units Scale Factor Converg.
 HY2396;SPC KY1Z     - 1,202,699.538 1,699,272.223   MT  0.99991532   +1 23 44.9
 HY2396;SPC KY1Z     - 3,945,856.73  5,575,028.95   sFT  0.99991532   +1 23 44.9
 HY2396;SPC KY N     -    71,085.325   567,804.893   MT  0.99997851   +0 28 52.1
 HY2396;SPC KY N     -   233,219.10  1,862,873.22   sFT  0.99997851   +0 28 52.1
 HY2396;UTM  17      - 4,224,009.264   282,957.524   MT  1.00018021   -1 31 48.0
 HY2396
 HY2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2396!SPC KY1Z     -   0.99993656  x   0.99991532  =   0.99985188
 HY2396!SPC KY N     -   0.99993656  x   0.99997851  =   0.99991507
 HY2396!UTM  17      -   0.99993656  x   1.00018021  =   1.00011675
 HY2396
 HY2396:                Primary Azimuth Mark                     Grid Az
 HY2396:SPC KY1Z     -  TRIPLETT                                 003 35 09.5
 HY2396:SPC KY N     -  TRIPLETT                                 004 30 02.3
 HY2396:UTM  17      -  TRIPLETT                                 006 30 42.4
 HY2396
 HY2396|---------------------------------------------------------------------|
 HY2396| PID    Reference Object                     Distance      Geod. Az  |
 HY2396|                                                           dddmmss.s |
 HY2396| HY2386 TRIPLETT                            APPROX. 1.6 KM 0045854.4 |
 HY2396| HY2397 LIMESTONE                             0.597 METERS 06814     |
 HY2396| DB9603 LIMESTONE 2 RM 2                     11.348 METERS 17536     |
 HY2396| DB9604 LIMESTONE 2 RM 3                      9.230 METERS 27228     |
 HY2396|---------------------------------------------------------------------|
 HY2396
 HY2396                          SUPERSEDED SURVEY CONTROL
 HY2396
 HY2396  NAD 83(1986)-  38 08 16.31588(N)    083 28 35.56534(W) AD(       ) 1
 HY2396  NAD 27      -  38 08 16.02270(N)    083 28 35.89290(W) AD(       ) 1
 HY2396
 HY2396.Superseded values are not recommended for survey control.
 HY2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2396.See file dsdata.txt to determine how the superseded data were derived.
 HY2396
 HY2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8295824009(NAD 83)
 HY2396_MARKER: DS = TRIANGULATION STATION DISK
 HY2396_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HY2396_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HY2396
 HY2396  HISTORY     - Date     Condition        Report By
 HY2396  HISTORY     - 1949     MONUMENTED       CGS
 HY2396  HISTORY     - 1963     GOOD             CGS
 HY2396
 HY2396                          STATION DESCRIPTION
 HY2396
 HY2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2396'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF MOREHEAD ON THE HIGHEST
 HY2396'MOUNTAIN IN THE VICINITY.  IT IS 14 FEET WEST OF A WHITE WITNESS
 HY2396'POST.
 HY2396'
 HY2396'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LIMESTONE 2
 HY2396'1949.
 HY2396'
 HY2396'REFERENCE MARK NO.2 IS SET FLUSH IN OUTCROPPING BEDROCK.  THE DISK IS
 HY2396'STAMPED LIMESTONE 2 NO 2 1949.
 HY2396'
 HY2396'REFERENCE MARK NO.3 IS ON THE SOUTH EDGE OF A SMALL CLEARING.  THE
 HY2396'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LIMESTONE 2 NO 3
 HY2396'1949.
 HY2396'
 HY2396'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2396'HIGHWAY 32, IN THE WEST SECTION OF MOREHEAD, GO SOUTHEAST ON HIGHWAY
 HY2396'60 FOR 3.4 MILES TO A FARM ROAD LEFT, TURN LEFT CROSSING RAILROAD
 HY2396'AND GO ABOUT 0.4 MILE TO A FARM HOUSE JUST ACROSS A LARGE CREEK, AND
 HY2396'END OF TRUCK TRAVEL.  FROM HERE PACK UP VALLEY TO THE NORTHEAST
 HY2396'ALONG CREEK BED AND OLD LOGGING TRAIL FOR ABOUT 20 MINUTES TO WHERE
 HY2396'CREEK FORKS, TAKE LEFT FORK IN CREEK AND FOLLOW CREED BED FOR
 HY2396'ABOUT 10 MINUTES TO LARGE TREE ON LEFT NEAR CREEK BED WITH ARROW
 HY2396'BLASED IN TREE POINTING TO TRAIL UP MOUNTAIN.  FOLLOW TRAIL UP
 HY2396'MOUNTAIN FOR ABOUT 45 MINUTES TO WHERE TRAIL GOES ALONG TOP OF A
 HY2396'RIDGE WITH A FORK IN TRAIL TO THE LEFT, (ARROW BLASED IN TREE POINTS
 HY2396'LEFT) TURN LEFT AND GO ABOUT 150 YARDS TO WHERE BLASED TREES LEAD OFF
 HY2396'TO THE RIGHT, TURN RIGHT AND GO TO TOP OF MOUNTAIN AND STATION AS
 HY2396'DESCRIBED.  THIS IS ABOUT 1-1/2 MILES 1-1/2 HOUR PACK.
 HY2396'
 HY2396'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HY2396
 HY2396                          STATION RECOVERY (1963)
 HY2396
 HY2396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (EB)
 HY2396'STATION, REFERENCE MARKS NO.2 AND 3 WERE FOUND AS DESCRIBED AND IN
 HY2396'GOOD CONDITION.  OLD DESCRIPTION AND TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2959 ***********************************************************************
 GZ2959  DESIGNATION -  LINVILLE KNOB
 GZ2959  PID         -  GZ2959
 GZ2959  STATE/COUNTY-  KY/ROCKCASTLE
 GZ2959  USGS QUAD   -  WILDIE (1970)
 GZ2959
 GZ2959                         *CURRENT SURVEY CONTROL
 GZ2959  ___________________________________________________________________
 GZ2959* NAD 83(1993)-  37 28 12.88327(N)    084 18 31.22014(W)     ADJUSTED  
 GZ2959* NAVD 88     -       483.2    (meters)    1585.     (feet)  VERTCON   
 GZ2959  ___________________________________________________________________
 GZ2959  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 GZ2959  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GZ2959
 GZ2959  HORZ ORDER  -  SECOND
 GZ2959
 GZ2959.The horizontal coordinates were established by classical geodetic methods
 GZ2959.and adjusted by the National Geodetic Survey in December 1995..
 GZ2959
 GZ2959.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2959
 GZ2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2959
 GZ2959.The geoid height was determined by GEOID03.
 GZ2959
 GZ2959;                    North         East     Units Scale Factor Converg.
 GZ2959;SPC KY1Z     - 1,127,162.394 1,627,486.597   MT  0.99992992   +0 53 05.7
 GZ2959;SPC KY1Z     - 3,698,031.95  5,339,512.28   sFT  0.99992992   +0 53 05.7
 GZ2959;SPC KY S     -   627,140.979   627,489.052   MT  0.99994821   +0 52 26.8
 GZ2959;SPC KY S     - 2,057,545.03  2,058,687.00   sFT  0.99994821   +0 52 26.8
 GZ2959;UTM  16      - 4,150,442.282   738,003.972   MT  1.00029781   +1 38 16.9
 GZ2959
 GZ2959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2959!SPC KY1Z     -   0.99992905  x   0.99992992  =   0.99985898
 GZ2959!SPC KY S     -   0.99992905  x   0.99994821  =   0.99987727
 GZ2959!UTM  16      -   0.99992905  x   1.00029781  =   1.00022684
 GZ2959
 GZ2959|---------------------------------------------------------------------|
 GZ2959| PID    Reference Object                     Distance      Geod. Az  |
 GZ2959|                                                           dddmmss.s |
 GZ2959| DB9612 LINVILLE KNOB RM 1                   19.960 METERS 05703     |
 GZ2959| DB9613 LINVILLE KNOB RM 2                                 30010     |
 GZ2959| DB9611 LINVILLE KNOB AZ MK                                3212130.6 |
 GZ2959|---------------------------------------------------------------------|
 GZ2959
 GZ2959                          SUPERSEDED SURVEY CONTROL
 GZ2959
 GZ2959  NAD 83(1986)-  37 28 12.88989(N)    084 18 31.22576(W) AD(       ) 2
 GZ2959  NAD 27      -  37 28 12.59000(N)    084 18 31.45400(W) AD(       ) 2
 GZ2959  NGVD 29 (07/19/86)  483.4    (m)         1586.     (f) VERT ANG       
 GZ2959
 GZ2959.Superseded values are not recommended for survey control.
 GZ2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2959.See file dsdata.txt to determine how the superseded data were derived.
 GZ2959
 GZ2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3800450442(NAD 83)
 GZ2959_MARKER: DS = TRIANGULATION STATION DISK
 GZ2959_SETTING: 0 = UNSPECIFIED SETTING
 GZ2959
 GZ2959  HISTORY     - Date     Condition        Report By
 GZ2959  HISTORY     - 1951     MONUMENTED       CGS
 GZ2959  HISTORY     - 1963     GOOD             PAS
 GZ2959
 GZ2959                          STATION DESCRIPTION
 GZ2959
 GZ2959'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2959'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF MT. VERNON AND ABOUT 6
 GZ2959'1/2 MILES SOUTHWEST OF BEREA. IT IS 16 FEET SOUTHWEST OF A 18
 GZ2959'INCH OAK TREE AND 8 FEET SOUTH OF A WHITE WITNESS POST. THE MARK IS A
 GZ2959'CAST IRON PIPE 6 INCHES IN DIAMETER FILLED WITH CONCRETE AND
 GZ2959'PROJECTS 8 INCHES WITH A STANDARD TRIANGULATION BRONZE STATION MARK
 GZ2959'DISK ATOP STAMPED LINVILLE KNOB 1951.
 GZ2959'
 GZ2959'REFERENCE MARK NO. 1 IS 5 FEET SOUTHWEST OF A 18 INCH OAK TREE. THE
 GZ2959'MARK IS A BOULDER ABOUT 3 FEET IN DIAMETER AND PROJECTS ABOUT 8
 GZ2959'INCHES WITH A STANDARD TRIANGULATION BRONZE REFERENCE MARK DISK
 GZ2959'WEDGED IN A DRILL HOLE ATOP STAMPED LINVILLE KNOB NO 1
 GZ2959'1951.
 GZ2959'
 GZ2959'REFERENCE MARK NO. 2 IS ABOUT 12 FEET LOWER IN ELVATION THAN THE
 GZ2959'STATION. THE MARK IS A BOULDER ABOUT 1 FOOT IN DIAMETER AND
 GZ2959'IS FLUSH WITH THE GROUND WITH A STANDARD TRIANGULATION BRONZE
 GZ2959'REFERENCE MARK DISK WEDGED IN A DRILL HOLE ATOP STAMPED
 GZ2959'LINVILLE KNOB NO 2 1951.
 GZ2959'
 GZ2959'AZIMUTH MARK IS 35 FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD, 21
 GZ2959'FEET SOUTHEAST OF A FENCELINE, 10 FEET WEST OF REV. WILLIAM N.
 GZ2959'RICES TOMB STONE AND 3 FEET SOUTHWEST OF A WHITE WITNESS POST. THE
 GZ2959'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LINVILLE KNOB
 GZ2959'1951.
 GZ2959'
 GZ2959'TO REACH THE STATION FROM THE POST OFFICE IN BEREA, GO SOUTH ON U.S.
 GZ2959'HIGHWAY NO. 25 FOR 7.25 MILES TO A SIDE ROAD LEFT IN THE
 GZ2959'VILLAGE OF CONWAY, TURN LEFT ON DIRT ROAD AND GO 0.4 MILE TO A T-ROAD
 GZ2959'INTERSECTION. TURN LEFT AND GO 0.35 MILE TO A ROAD FORK, THIS
 GZ2959'IS END OF TRUCK TRAVEL FOR A STANDARD DRIVE TRUCK, A FOUR WHEEL DRIVE
 GZ2959'TRUCK CAN GO 1.0 MILE FURTHER, TURN RIGHT AND GO ON MUD ROAD
 GZ2959'FOR 1.0 MILE TO THE TOP OF RIDGE AND A BARN ON THE RIGHT, HERE
 GZ2959'TURN SHARP LEFT ON OLD ROAD AND GO ABOUT 0.6 MILE TO THE TOP OF
 GZ2959'THE HILL AND THE STATION AS DESCRIBED. (1 HOUR PACK)
 GZ2959'
 GZ2959'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL FOR A STANDARD
 GZ2959'DRIVE TRUCK, GO NORTH ON DIRT ROAD FOR 0.15 MILE TO A ROAD
 GZ2959'FORK AND A SMALL CEMETERY ON THE RIGHT AND THE AZIMUTH MARK ON THE
 GZ2959'RIGHT AS DESCRIBED.
 GZ2959'
 GZ2959'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GZ2959
 GZ2959                          STATION RECOVERY (1963)
 GZ2959
 GZ2959'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 GZ2959'STATION, AZIMUTH AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 GZ2959'GOOD CONDITION. THE OLD DESCRIPTION AND TO REACH IS
 GZ2959'ADEQUATE.
 GZ2959'
 GZ2959'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2050 ***********************************************************************
 GZ2050  DESIGNATION -  LINWOOD
 GZ2050  PID         -  GZ2050
 GZ2050  STATE/COUNTY-  KY/HART
 GZ2050  USGS QUAD   -  CANMER (1987)
 GZ2050
 GZ2050                         *CURRENT SURVEY CONTROL
 GZ2050  ___________________________________________________________________
 GZ2050* NAD 83(1993)-  37 21 15.32596(N)    085 45 25.78826(W)     ADJUSTED  
 GZ2050* NAVD 88     -       240.402  (meters)     788.72   (feet)  ADJUSTED  
 GZ2050  ___________________________________________________________________
 GZ2050  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GZ2050  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GZ2050  DYNAMIC HT  -         240.217 (meters)     788.11  (feet)  COMP
 GZ2050  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 GZ2050
 GZ2050  HORZ ORDER  -  THIRD
 GZ2050  VERT ORDER  -  SECOND    CLASS 0
 GZ2050
 GZ2050.The horizontal coordinates were established by classical geodetic methods
 GZ2050.and adjusted by the National Geodetic Survey in December 1995..
 GZ2050
 GZ2050.The orthometric height was determined by differential leveling
 GZ2050.and adjusted by the National Geodetic Survey in June 1991..
 GZ2050
 GZ2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2050
 GZ2050.The geoid height was determined by GEOID03.
 GZ2050
 GZ2050.The dynamic height is computed by dividing the NAVD 88
 GZ2050.geopotential number by the normal gravity value computed on the
 GZ2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2050.degrees latitude (g = 980.6199 gals.).
 GZ2050
 GZ2050.The modeled gravity was interpolated from observed gravity values.
 GZ2050
 GZ2050;                    North         East     Units Scale Factor Converg.
 GZ2050;SPC KY1Z     - 1,113,305.713 1,499,365.378   MT  0.99994620   -0 00 15.8
 GZ2050;SPC KY1Z     - 3,652,570.49  4,919,167.91   sFT  0.99994620   -0 00 15.8
 GZ2050;SPC KY S     -   613,296.190   499,365.378   MT  0.99994546   -0 00 15.6
 GZ2050;SPC KY S     - 2,012,122.58  1,638,334.58   sFT  0.99994546   -0 00 15.6
 GZ2050;UTM  16      - 4,134,896.841   610,069.874   MT  0.99974924   +0 45 15.0
 GZ2050
 GZ2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2050!SPC KY1Z     -   0.99996728  x   0.99994620  =   0.99991349
 GZ2050!SPC KY S     -   0.99996728  x   0.99994546  =   0.99991275
 GZ2050!UTM  16      -   0.99996728  x   0.99974924  =   0.99971653
 GZ2050
 GZ2050:                Primary Azimuth Mark                     Grid Az
 GZ2050:SPC KY1Z     -  HUDGINS                                  080 12 10.9
 GZ2050:SPC KY S     -  HUDGINS                                  080 12 10.7
 GZ2050:UTM  16      -  HUDGINS                                  079 26 40.1
 GZ2050
 GZ2050|---------------------------------------------------------------------|
 GZ2050| PID    Reference Object                     Distance      Geod. Az  |
 GZ2050|                                                           dddmmss.s |
 GZ2050| GZ2740 HUDGINS                             APPROX. 6.7 KM 0801155.1 |
 GZ2050| GZ2051 LINWOOD RM 2                          8.242 METERS 09351     |
 GZ2050| GZ2052 LINWOOD AZ                                         1784527.7 |
 GZ2050| GZ2049 LINWOOD RM 1                          6.711 METERS 35058     |
 GZ2050|---------------------------------------------------------------------|
 GZ2050
 GZ2050                          SUPERSEDED SURVEY CONTROL
 GZ2050
 GZ2050  NAD 83(1986)-  37 21 15.33401(N)    085 45 25.79604(W) AD(       ) 3
 GZ2050  NAD 27      -  37 21 15.12200(N)    085 45 25.88700(W) AD(       ) 3
 GZ2050  NGVD 29 (??/??/92)  240.531  (m)          789.14   (f) ADJ UNCH    2 0
 GZ2050
 GZ2050.Superseded values are not recommended for survey control.
 GZ2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2050.See file dsdata.txt to determine how the superseded data were derived.
 GZ2050
 GZ2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG1007034897(NAD 83)
 GZ2050_MARKER: DS = TRIANGULATION STATION DISK
 GZ2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2050_STAMPING: LINWOOD 1951
 GZ2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2050+STABILITY: SURFACE MOTION
 GZ2050
 GZ2050  HISTORY     - Date     Condition        Report By
 GZ2050  HISTORY     - 1951     MONUMENTED       CGS
 GZ2050  HISTORY     - 1951     GOOD             CGS
 GZ2050
 GZ2050                          STATION DESCRIPTION
 GZ2050
 GZ2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2050'STATION IS LOCATED ABOUT 6 MILES SOUTH OF MAGNOLIA ALONG THE EAST
 GZ2050'SIDE OF U.S. HIGHWAY NO. 31E. IT IS 88 FEET NORTHEAST OF THE
 GZ2050'INTERSECTION OF U.S. HIGHWAY NO. 31E AND GRAVEL CROSSROAD, 56 FEET
 GZ2050'EAST OF THE CENTER OF HIGHWAY, 24 FEET NORTH OF THE CENTER OF
 GZ2050'GRAVEL ROAD AND 3 FEET SOUTHWEST OF A WHITE WITNESS POST. THE MARK
 GZ2050'PROJECTS 2 INCHES AND THE DISK IS STAMPED LINWOOD 1951.
 GZ2050'
 GZ2050'REFERENCE MARK NO. 1 IS 56 FEET EAST OF THE CENTER OF HIGHWAY AND 7
 GZ2050'FEET SOUTHEAST OF AN 8 INCH OAK TREE. THE MARK PROJECTS 2
 GZ2050'INCHES AND THE DISK IS STAMPED LINWOOD NO. 1 1951.
 GZ2050'
 GZ2050'REFERENCE MARK NO. 2 IS 8 FEET NORTH OF THE CENTER OF GRAVEL ROAD.
 GZ2050'THE MARK IS FLUSH AND THE DISK IS STAMPED LINWOOD NO. 2 1951.
 GZ2050'
 GZ2050'AZIMUTH MARK IS 49 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 31E,
 GZ2050'18 FEET NORTH OF THE CENTER OF GRAVEL DRIVEWAY AND 1.6 FEET
 GZ2050'NORTHWEST OF A WHITE WITNESS POST. THE MARK PROJECTS 2 INCHES AND THE
 GZ2050'DISK IS STAMPED LINWOOD 1951.
 GZ2050'
 GZ2050'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 31E AND
 GZ2050'STATE HIGHWAY NO. 698 IN MAGNOLIA, GO SOUTH ON U.S.  HIGHWAY NO.31E,
 GZ2050'FOR 6.75
 GZ2050'MILES TO THE STATION ON THE LEFT AS DESCRIBED, CONTINUE FOR 0.1 MILE
 GZ2050'TO THE AZIMUTH MARK ON THE RIGHT.
 GZ2050'
 GZ2050'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GZ2050
 GZ2050                          STATION RECOVERY (1951)
 GZ2050
 GZ2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ2050'1.2 MI N FROM LINWOOD.
 GZ2050'ABOUT 1.15 MILES NORTH ALONG U.S. HIGHWAY 31E FROM THE POST OFFICE
 GZ2050'AND CROSSROADS AT LINWOOD, AT A NARROW GRAVEL CROSSROAD, 56 FEET
 GZ2050'EAST OF CENTER LINE OF HIGHWAY, 22 FEET NORTH OF CENTER LINE OF
 GZ2050'GRAVEL ROAD, 83 FEET EAST-NORTHEAST OF CENTER OF INTERSECTION
 GZ2050'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2052 ***********************************************************************
 GZ2052  DESIGNATION -  LINWOOD AZ
 GZ2052  PID         -  GZ2052
 GZ2052  STATE/COUNTY-  KY/HART
 GZ2052  USGS QUAD   -  CANMER (1987)
 GZ2052
 GZ2052                         *CURRENT SURVEY CONTROL
 GZ2052  ___________________________________________________________________
 GZ2052* NAD 83(1986)-  37 21 09.     (N)    085 45 26.     (W)     SCALED    
 GZ2052* NAVD 88     -       232.940  (meters)     764.24   (feet)  ADJUSTED  
 GZ2052  ___________________________________________________________________
 GZ2052  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GZ2052  DYNAMIC HT  -         232.760 (meters)     763.65  (feet)  COMP
 GZ2052  MODELED GRAV-     979,852.8   (mgal)                       NAVD 88
 GZ2052
 GZ2052  VERT ORDER  -  SECOND    CLASS 0
 GZ2052
 GZ2052.The horizontal coordinates were scaled from a topographic map and have
 GZ2052.an estimated accuracy of +/- 6 seconds.
 GZ2052
 GZ2052.The orthometric height was determined by differential leveling
 GZ2052.and adjusted by the National Geodetic Survey in June 1991..
 GZ2052
 GZ2052.The geoid height was determined by GEOID03.
 GZ2052
 GZ2052.The dynamic height is computed by dividing the NAVD 88
 GZ2052.geopotential number by the normal gravity value computed on the
 GZ2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2052.degrees latitude (g = 980.6199 gals.).
 GZ2052
 GZ2052.The modeled gravity was interpolated from observed gravity values.
 GZ2052
 GZ2052;                    North         East    Units  Estimated Accuracy
 GZ2052;SPC KY1Z     - 1,113,110.    1,499,360.      MT  (+/- 180 meters Scaled)
 GZ2052
 GZ2052                          SUPERSEDED SURVEY CONTROL
 GZ2052
 GZ2052  NGVD 29 (??/??/92)  233.069  (m)          764.66   (f) ADJ UNCH    2 0
 GZ2052
 GZ2052.Superseded values are not recommended for survey control.
 GZ2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2052.See file dsdata.txt to determine how the superseded data were derived.
 GZ2052
 GZ2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG100347(NAD 83)
 GZ2052_MARKER: DZ = AZIMUTH MARK DISK
 GZ2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2052_STAMPING: LINWOOD 1951
 GZ2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2052+STABILITY: SURFACE MOTION
 GZ2052
 GZ2052  HISTORY     - Date     Condition        Report By
 GZ2052  HISTORY     - 1951     MONUMENTED       CGS
 GZ2052
 GZ2052                          STATION DESCRIPTION
 GZ2052
 GZ2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2052'1 MI N FROM LINWOOD.
 GZ2052'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 31E FROM THE POST
 GZ2052'OFFICE AND CROSSROADS AT LINWOOD, AT A DRIVE WEST TO A SAW MILL,
 GZ2052'47.5 FEET WEST OF CENTER LINE OF HIGHWAY, 18 FEET NORTH OF CENTER
 GZ2052'LINE OF DRIVE TO SAW MILL, 57 FEET WEST-NORTHWEST OF CENTER OF
 GZ2052'JUNCTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GZ2052'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2049 ***********************************************************************
 GZ2049  DESIGNATION -  LINWOOD RM 1
 GZ2049  PID         -  GZ2049
 GZ2049  STATE/COUNTY-  KY/HART
 GZ2049  USGS QUAD   -  CANMER (1987)
 GZ2049
 GZ2049                         *CURRENT SURVEY CONTROL
 GZ2049  ___________________________________________________________________
 GZ2049* NAD 83(1986)-  37 21 15.     (N)    085 45 25.     (W)     SCALED    
 GZ2049* NAVD 88     -       240.709  (meters)     789.73   (feet)  ADJUSTED  
 GZ2049  ___________________________________________________________________
 GZ2049  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GZ2049  DYNAMIC HT  -         240.523 (meters)     789.12  (feet)  COMP
 GZ2049  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 GZ2049
 GZ2049  VERT ORDER  -  SECOND    CLASS 0
 GZ2049
 GZ2049.The horizontal coordinates were scaled from a topographic map and have
 GZ2049.an estimated accuracy of +/- 6 seconds.
 GZ2049
 GZ2049.The orthometric height was determined by differential leveling
 GZ2049.and adjusted by the National Geodetic Survey in June 1991..
 GZ2049
 GZ2049.The geoid height was determined by GEOID03.
 GZ2049
 GZ2049.The dynamic height is computed by dividing the NAVD 88
 GZ2049.geopotential number by the normal gravity value computed on the
 GZ2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2049.degrees latitude (g = 980.6199 gals.).
 GZ2049
 GZ2049.The modeled gravity was interpolated from observed gravity values.
 GZ2049
 GZ2049;                    North         East    Units  Estimated Accuracy
 GZ2049;SPC KY1Z     - 1,113,300.    1,499,390.      MT  (+/- 180 meters Scaled)
 GZ2049
 GZ2049                          SUPERSEDED SURVEY CONTROL
 GZ2049
 GZ2049  NGVD 29 (??/??/92)  240.838  (m)          790.15   (f) ADJ UNCH    2 0
 GZ2049
 GZ2049.Superseded values are not recommended for survey control.
 GZ2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2049.See file dsdata.txt to determine how the superseded data were derived.
 GZ2049
 GZ2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG100348(NAD 83)
 GZ2049_MARKER: DR = REFERENCE MARK DISK
 GZ2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2049_STAMPING: LINWOOD NO 1 1951
 GZ2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2049+STABILITY: SURFACE MOTION
 GZ2049
 GZ2049  HISTORY     - Date     Condition        Report By
 GZ2049  HISTORY     - 1951     MONUMENTED       CGS
 GZ2049
 GZ2049                          STATION DESCRIPTION
 GZ2049
 GZ2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2049'1.2 MI N FROM LINWOOD.
 GZ2049'ABOUT 1.15 MILES NORTH ALONG U.S. HIGHWAY 31E FROM THE POST OFFICE
 GZ2049'AND CROSSROADS AT LINWOOD, AT A NARROW GRAVEL CROSSROAD, 56 FEET
 GZ2049'EAST OF CENTER LINE OF HIGHWAY, 43 FEET NORTH OF CENTER LINE OF
 GZ2049'GRAVEL ROAD, 103 FEET NORTHEAST OF CENTER OF INTERSECTION AND
 GZ2049'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2051 ***********************************************************************
 GZ2051  DESIGNATION -  LINWOOD RM 2
 GZ2051  PID         -  GZ2051
 GZ2051  STATE/COUNTY-  KY/HART
 GZ2051  USGS QUAD   -  CANMER (1987)
 GZ2051
 GZ2051                         *CURRENT SURVEY CONTROL
 GZ2051  ___________________________________________________________________
 GZ2051* NAD 83(1986)-  37 21 15.     (N)    085 45 25.     (W)     SCALED    
 GZ2051* NAVD 88     -       238.952  (meters)     783.96   (feet)  ADJUSTED  
 GZ2051  ___________________________________________________________________
 GZ2051  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GZ2051  DYNAMIC HT  -         238.767 (meters)     783.35  (feet)  COMP
 GZ2051  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 GZ2051
 GZ2051  VERT ORDER  -  SECOND    CLASS 0
 GZ2051
 GZ2051.The horizontal coordinates were scaled from a topographic map and have
 GZ2051.an estimated accuracy of +/- 6 seconds.
 GZ2051
 GZ2051.The orthometric height was determined by differential leveling
 GZ2051.and adjusted by the National Geodetic Survey in June 1991..
 GZ2051
 GZ2051.The geoid height was determined by GEOID03.
 GZ2051
 GZ2051.The dynamic height is computed by dividing the NAVD 88
 GZ2051.geopotential number by the normal gravity value computed on the
 GZ2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2051.degrees latitude (g = 980.6199 gals.).
 GZ2051
 GZ2051.The modeled gravity was interpolated from observed gravity values.
 GZ2051
 GZ2051;                    North         East    Units  Estimated Accuracy
 GZ2051;SPC KY1Z     - 1,113,300.    1,499,390.      MT  (+/- 180 meters Scaled)
 GZ2051
 GZ2051                          SUPERSEDED SURVEY CONTROL
 GZ2051
 GZ2051  NGVD 29 (??/??/92)  239.081  (m)          784.38   (f) ADJ UNCH    2 0
 GZ2051
 GZ2051.Superseded values are not recommended for survey control.
 GZ2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2051.See file dsdata.txt to determine how the superseded data were derived.
 GZ2051
 GZ2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG100348(NAD 83)
 GZ2051_MARKER: DR = REFERENCE MARK DISK
 GZ2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2051_STAMPING: LINWOOD NO 2 1951
 GZ2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2051+STABILITY: SURFACE MOTION
 GZ2051
 GZ2051  HISTORY     - Date     Condition        Report By
 GZ2051  HISTORY     - 1951     MONUMENTED       CGS
 GZ2051
 GZ2051                          STATION DESCRIPTION
 GZ2051
 GZ2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2051'1.2 MI N FROM LINWOOD.
 GZ2051'ABOUT 1.15 MILES NORTH ALONG U.S. HIGHWAY 31 E FROM THE POST
 GZ2051'OFFICE AND CROSSROADS AT LINWOOD, AT A NARROW GRAVEL CROSSROAD,
 GZ2051'83 FEET EAST OF CENTER LINE OF HIGHWAY, 7 1/2 FEET NORTH OF
 GZ2051'CENTER LINE OF GRAVEL ROAD, 100 FEET EAST-NORTHEAST OF CENTER OF
 GZ2051'INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ2051'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2509 ***********************************************************************
 GB2509  DESIGNATION -  LION
 GB2509  PID         -  GB2509
 GB2509  STATE/COUNTY-  KY/MCCREARY
 GB2509  USGS QUAD   -  WINFIELD (1982)
 GB2509
 GB2509                         *CURRENT SURVEY CONTROL
 GB2509  ___________________________________________________________________
 GB2509* NAD 83(1993)-  36 36 02.07599(N)    084 26 25.15601(W)     ADJUSTED  
 GB2509* NAVD 88     -       444.8    (meters)    1459.     (feet)  VERTCON   
 GB2509  ___________________________________________________________________
 GB2509  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 GB2509  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GB2509
 GB2509  HORZ ORDER  -  SECOND
 GB2509
 GB2509.The horizontal coordinates were established by classical geodetic methods
 GB2509.and adjusted by the National Geodetic Survey in December 1995..
 GB2509
 GB2509.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2509
 GB2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2509
 GB2509.The geoid height was determined by GEOID03.
 GB2509
 GB2509;                    North         East     Units Scale Factor Converg.
 GB2509;SPC KY1Z     - 1,030,483.850 1,617,197.424   MT  1.00015043   +0 48 14.7
 GB2509;SPC KY1Z     - 3,380,845.76  5,305,755.22   sFT  1.00015043   +0 48 14.7
 GB2509;SPC KY S     -   530,469.395   617,183.024   MT  1.00002675   +0 47 39.4
 GB2509;SPC KY S     - 1,740,381.67  2,024,874.64   sFT  1.00002675   +0 47 39.4
 GB2509;SPC TN       -   252,669.260   739,551.783   MT  1.00003779   +0 54 47.2
 GB2509;SPC TN       -   828,965.73  2,426,346.14   sFT  1.00003779   +0 54 47.2
 GB2509;UTM  16      - 4,053,615.038   728,958.108   MT  1.00024589   +1 31 36.6
 GB2509
 GB2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2509!SPC KY1Z     -   0.99993476  x   1.00015043  =   1.00008518
 GB2509!SPC KY S     -   0.99993476  x   1.00002675  =   0.99996151
 GB2509!SPC TN       -   0.99993476  x   1.00003779  =   0.99997255
 GB2509!UTM  16      -   0.99993476  x   1.00024589  =   1.00018064
 GB2509
 GB2509|---------------------------------------------------------------------|
 GB2509| PID    Reference Object                     Distance      Geod. Az  |
 GB2509|                                                           dddmmss.s |
 GB2509| DB9615 LION RM 1                            12.316 METERS 06827     |
 GB2509| DB9614 LION AZ MK                                         1865344.6 |
 GB2509| DB9616 LION RM 2                             8.901 METERS 26554     |
 GB2509|---------------------------------------------------------------------|
 GB2509
 GB2509                          SUPERSEDED SURVEY CONTROL
 GB2509
 GB2509  NAD 83(1986)-  36 36 02.08536(N)    084 26 25.15837(W) AD(       ) 2
 GB2509  NAD 27      -  36 36 01.80618(N)    084 26 25.38895(W) AD(       ) 2
 GB2509  NGVD 29 (07/19/86)  444.9    (m)         1460.     (f) VERT ANG       
 GB2509
 GB2509.Superseded values are not recommended for survey control.
 GB2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2509.See file dsdata.txt to determine how the superseded data were derived.
 GB2509
 GB2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2895853615(NAD 83)
 GB2509_MARKER: DD = SURVEY DISK
 GB2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2509
 GB2509  HISTORY     - Date     Condition        Report By
 GB2509  HISTORY     - 1966     MONUMENTED       TNHD
 GB2509
 GB2509                          STATION DESCRIPTION
 GB2509
 GB2509'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2509'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF ONEIDA, 0.5 MILE NORTH
 GB2509'OF THE
 GB2509'TENNESSEE-KENTUCKY STATE LINE AND ON THE PROPERTY OF MRS.  LORY WOODS
 GB2509'OF PINE KNOT, KENTUCKY.
 GB2509'
 GB2509'TO REACH THE STATION FROM THE TENNESSEE-KENTUCKY STATE LINE, NORTH OF
 GB2509'ONEIDA, GO NORTH ON U.S.
 GB2509'HIGHWAY 27 FOR 0.3 MILE TO A TRACK ROAD ON THE
 GB2509'LEFT, TURN LEFT AND GO WEST FOR 0.15
 GB2509'MILE TO A TELEPHONE LINE
 GB2509'CLEARING, TURN RIGHT, AND GO UPHILL AND ALONG THE
 GB2509'CLEARING FOR 0.2
 GB2509'MILE TO THE SUMMIT AND THE STATION AS DESCRIBED.
 GB2509'
 GB2509'THE STATION IS 5.0 FEET NORTHEAST OF A TELEPHONE POLE AND 3.8 FEET
 GB2509'SOUTHWEST OF A METAL
 GB2509'WITNESS POST AND SIGN.  THE SURFACE AND UNDERGROUND MARKS
 GB2509'ARE STANDARD TENNESSEE
 GB2509'HIGHWAY DEPARTMENT DISKS AND ARE STAMPED LION
 GB2509'1966.  THE UNDERGROUND MARK IS ABOUT 30
 GB2509'INCHES BELOW THE SURFACE.
 GB2509'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2509'CONCRETE MONUMENT.
 GB2509'
 GB2509'REFERENCE MARK NO. 1 IS 31 FEET WEST OF THE EAST EDGE OF THE
 GB2509'CLEARING.  IT IS A
 GB2509'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2509'10-INCH, SQUARE,
 GB2509'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LION RM 1 1966.
 GB2509'
 GB2509'REFERENCE MARK NO. 2 IS 25 FEET WEST OF A TELEPHONE POLE AND 22 FEET
 GB2509'EAST OF THE WEST EDGE
 GB2509'OF THE CLEARING.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2509'DEPARTMENT DISK SET IN THE TOP OF A
 GB2509'10-INCH, SQUARE, FLUSH, CONCRETE
 GB2509'MONUMENT AND THE DISK IS STAMPED LION RM-2 1966.
 GB2509'
 GB2509'ISHAM, SOUTHERN RAILROAD RADIO MAST WILL SERVE AS THE AZIMUTH MARK.
 GB2509'IT IS 0.5 MILE SOUTH OF
 GB2509'THE TENNESSEE-KENTUCKY STATE LINE ON THE SOUTHERN
 GB2509'RAILROAD RIGHT-OF-WAY.  IT IS ABOUT
 GB2509'80 FEET IN HEIGHT AND IS A
 GB2509'GALVANIZED STEEL STRUCTURE WITH AN ANTENNA AT THE TOP
 GB2509'AND CENTER,
 GB2509'THIS WAS THE POINT OBSERVED.
 GB2509'
 GB2509'TO REACH THE AZIMUTH MARK FROM THE TENNESSEE-KENTUCKY STATE LINE, GO
 GB2509'SOUTH ON U.S.  HIGHWAY
 GB2509'27 FOR 0.35 MILE TO A GRAVELED ROAD ON THE RIGHT,
 GB2509'TURN RIGHT AND GO 0.15 MILE ON THE
 GB2509'GRAVELED ROAD TO THE RAILROAD AND
 GB2509'THE MARK ON THE LEFT.
 GB2509'
 GB2509'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2509'
 GB2509'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2450 ***********************************************************************
 HZ2450  DESIGNATION -  LITTLE
 HZ2450  PID         -  HZ2450
 HZ2450  STATE/COUNTY-  KY/SCOTT
 HZ2450  USGS QUAD   -  DELAPLAIN (1993)
 HZ2450
 HZ2450                         *CURRENT SURVEY CONTROL
 HZ2450  ___________________________________________________________________
 HZ2450* NAD 83(1993)-  38 19 44.54734(N)    084 35 33.43712(W)     ADJUSTED  
 HZ2450* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 HZ2450  ___________________________________________________________________
 HZ2450  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 HZ2450  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ2450
 HZ2450  HORZ ORDER  -  SECOND
 HZ2450
 HZ2450.The horizontal coordinates were established by classical geodetic methods
 HZ2450.and adjusted by the National Geodetic Survey in December 1995..
 HZ2450
 HZ2450.The orthometric height was scaled from a topographic map.
 HZ2450
 HZ2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2450
 HZ2450.The geoid height was determined by GEOID03.
 HZ2450
 HZ2450;                    North         East     Units Scale Factor Converg.
 HZ2450;SPC KY1Z     - 1,222,118.861 1,601,190.459   MT  0.99993607   +0 42 38.1
 HZ2450;SPC KY1Z     - 4,009,568.30  5,253,239.03   sFT  0.99993607   +0 42 38.1
 HZ2450;SPC KY N     -    92,076.561   470,042.793   MT  0.99996498   -0 12 47.3
 HZ2450;SPC KY N     -   302,087.85  1,542,132.06   sFT  0.99996498   -0 12 47.3
 HZ2450;UTM  16      - 4,245,066.368   710,427.962   MT  1.00014535   +1 29 36.8
 HZ2450
 HZ2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2450!SPC KY1Z     -   0.99995701  x   0.99993607  =   0.99989308
 HZ2450!SPC KY N     -   0.99995701  x   0.99996498  =   0.99992199
 HZ2450!UTM  16      -   0.99995701  x   1.00014535  =   1.00010235
 HZ2450
 HZ2450|---------------------------------------------------------------------|
 HZ2450| PID    Reference Object                     Distance      Geod. Az  |
 HZ2450|                                                           dddmmss.s |
 HZ2450| DB9618 LITTLE RM 1                          35.012 METERS 03622     |
 HZ2450| DB9617 LITTLE AZ MK                                       0735240.1 |
 HZ2450| DB9619 LITTLE RM 2                          32.693 METERS 15258     |
 HZ2450| HZ2458 GEORGETOWN MUNICIPAL TANK           APPROX.13.5 KM 1662921.7 |
 HZ2450| HZ2487 MIDWAY PT DISTILLERS TANK           APPROX.21.3 KM 2011703.2 |
 HZ2450| HZ2452 STAMPING GRD STAGG DISTILL TK       APPROX.10.7 KM 2330926.1 |
 HZ2450|---------------------------------------------------------------------|
 HZ2450
 HZ2450                          SUPERSEDED SURVEY CONTROL
 HZ2450
 HZ2450  NAD 83(1986)-  38 19 44.55279(N)    084 35 33.44595(W) AD(       ) 2
 HZ2450  NAD 27      -  38 19 44.28900(N)    084 35 33.64900(W) AD(       ) 2
 HZ2450
 HZ2450.Superseded values are not recommended for survey control.
 HZ2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2450.See file dsdata.txt to determine how the superseded data were derived.
 HZ2450
 HZ2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1042845066(NAD 83)
 HZ2450_MARKER: DS = TRIANGULATION STATION DISK
 HZ2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2450_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2450
 HZ2450  HISTORY     - Date     Condition        Report By
 HZ2450  HISTORY     - 1949     MONUMENTED       CGS
 HZ2450  HISTORY     - 1963     GOOD             CGS
 HZ2450
 HZ2450                          STATION DESCRIPTION
 HZ2450
 HZ2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2450'STATION IS LOCATED ABOUT 8 MILES WEST OF LEESBURG AND 7 MILES NORTH
 HZ2450'OF GEORGETOWN, ON THE NORTHWEST CORNER OF A LARGE FIELD WHICH IS ON
 HZ2450'THE PROPERTY OF EARL WRIGHT.  IT IS 20 FEET SOUTHEAST OF A TRIANGLE
 HZ2450'BLAZED WALNUT TREE AND 14 FEET EAST OF A WHITE WITNESS POST.  THE
 HZ2450'MARK IS ABOUT 8 INCHES UNDER THE SURFACE OF THE GROUND AND THE DISK
 HZ2450'IS STAMPED LITTLE 1949.
 HZ2450'
 HZ2450'REFERENCE MARK NO.1 IS 2 FEET SOUTH OF A FENCE LINE.  THE MARK
 HZ2450'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LITTLE NO 1 1949.
 HZ2450'
 HZ2450'REFERENCE MARK NO.2 IS 2 FEET EAST OF A FENCE LINE.  THE MARK
 HZ2450'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LITTLE NO 2 1949.
 HZ2450'
 HZ2450'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTHEAST OF STATION, 5 FEET
 HZ2450'NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.
 HZ2450'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LITTLE
 HZ2450'1949.
 HZ2450'
 HZ2450'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND 25, IN
 HZ2450'GEORGETOWN, GO NORTH ON HIGHWAY 25 FOR 8.9 MILES TO A GRAVEL T ROAD
 HZ2450'LEFT, (THIS ROAD GOES NORTH FOR ABOUT 100 FEET) TURN LEFT AND GO 0.2
 HZ2450'MILE TO ROAD FORKS, TURN RIGHT ON DIRT ROAD AND GO NORTHWEST FOR
 HZ2450'0.4 MILE TO ROAD LEFT, TURN LEFT AND GO ABOUT 100 FEET TO GATE, GO
 HZ2450'THROUGH GATE BEARING RIGHT AND GO 0.15 MILE TO AN OLD HOUSE, TURN
 HZ2450'RIGHT FOLLOWING DIM TRAIL TO THE NORTH OF HOUSE THROUGH PASTURE UP
 HZ2450'HILL TO THE AZIMUTH MARK NEAR FENCE LINE AS DESCRIBED.  CONTINUE
 HZ2450'AHEAD ON DIM TRAIL BEARING WEST FOR ABOUT 0.3 MILE TO THE NORTHWEST
 HZ2450'EDGE OF FIELD AND STATION AS DESCRIBED NEAR THE HIGHEST POINT OF
 HZ2450'HILL.
 HZ2450'
 HZ2450'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HZ2450
 HZ2450                          STATION RECOVERY (1963)
 HZ2450
 HZ2450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HRW)
 HZ2450'LOCATED STATION AND RM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2656 ***********************************************************************
 GC2656  DESIGNATION -  LITTLE
 GC2656  PID         -  GC2656
 GC2656  STATE/COUNTY-  KY/TRIGG
 GC2656  USGS QUAD   -  CALEDONIA (1981)
 GC2656
 GC2656                         *CURRENT SURVEY CONTROL
 GC2656  ___________________________________________________________________
 GC2656* NAD 83(1993)-  36 49 42.28517(N)    087 43 42.23932(W)     ADJUSTED  
 GC2656* NAVD 88     -       156.     (meters)     512.     (feet)  SCALED    
 GC2656  ___________________________________________________________________
 GC2656  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GC2656  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC2656
 GC2656  HORZ ORDER  -  THIRD
 GC2656
 GC2656.The horizontal coordinates were established by classical geodetic methods
 GC2656.and adjusted by the National Geodetic Survey in December 1995..
 GC2656
 GC2656.The orthometric height was scaled from a topographic map.
 GC2656
 GC2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2656
 GC2656.The geoid height was determined by GEOID03.
 GC2656
 GC2656;                    North         East     Units Scale Factor Converg.
 GC2656;SPC KY1Z     - 1,056,818.594 1,323,505.144   MT  1.00007075   -1 12 52.8
 GC2656;SPC KY1Z     - 3,467,245.67  4,342,199.79   sFT  1.00007075   -1 12 52.8
 GC2656;SPC KY S     -   556,788.616   323,520.114   MT  0.99998410   -1 11 59.4
 GC2656;SPC KY S     - 1,826,730.65  1,061,415.57   sFT  0.99998410   -1 11 59.4
 GC2656;UTM  16      - 4,076,085.396   435,044.012   MT  0.99965198   -0 26 11.9
 GC2656
 GC2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2656!SPC KY1Z     -   0.99998012  x   1.00007075  =   1.00005087
 GC2656!SPC KY S     -   0.99998012  x   0.99998410  =   0.99996422
 GC2656!UTM  16      -   0.99998012  x   0.99965198  =   0.99963211
 GC2656
 GC2656|---------------------------------------------------------------------|
 GC2656| PID    Reference Object                     Distance      Geod. Az  |
 GC2656|                                                           dddmmss.s |
 GC2656| GC2654 BM 71 JWM                            21.046 METERS 09136     |
 GC2656| CG6782 LITTLE AZ MK                                       1513059.0 |
 GC2656| CG6783 LITTLE RM 1                          29.633 METERS 18001     |
 GC2656|---------------------------------------------------------------------|
 GC2656
 GC2656                          SUPERSEDED SURVEY CONTROL
 GC2656
 GC2656  NAD 83(1986)-  36 49 42.29412(N)    087 43 42.24229(W) AD(       ) 3
 GC2656  NAD 27      -  36 49 42.12600(N)    087 43 42.19300(W) AD(       ) 3
 GC2656
 GC2656.Superseded values are not recommended for survey control.
 GC2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2656.See file dsdata.txt to determine how the superseded data were derived.
 GC2656
 GC2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3504476085(NAD 83)
 GC2656_MARKER: DS = TRIANGULATION STATION DISK
 GC2656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2656
 GC2656  HISTORY     - Date     Condition        Report By
 GC2656  HISTORY     - 1923     MONUMENTED       CGS
 GC2656  HISTORY     - 1974     MARK NOT FOUND   USGS
 GC2656
 GC2656                          STATION DESCRIPTION
 GC2656
 GC2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (ELJ)
 GC2656'STATION IS LOCATED ABOUT 13 MILES WEST OF HOPKINSVILLE IN THE CENTER
 GC2656'OF A TRIANGLE FORMED BY THE INTERSECTION OF STATE HIGHWAY 272
 GC2656'AND A GRAVEL ROAD. IT IS 67 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 GC2656'37 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 34 FEET SOUTH OF
 GC2656'THE CENTER OF STATE HIGHWAY 272 AND 5 FEET SOUTH OF A WHITE WITNESS
 GC2656'POST. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GC2656'LITTLE 1953.
 GC2656'
 GC2656'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE CENTER OF A GRAVEL ROAD
 GC2656'AND 1 FOOT EAST OF A FENCE LINE. THE MARK PROJECTS 2
 GC2656'INCHES AND THE DISK IS STAMPED LITTLE NO 1 1953.
 GC2656'
 GC2656'71 JWM (USGS) BM WAS USED AS A REFERENCE MARK. IT IS 19 FEET SOUTH OF
 GC2656'THE CENTER OF STATE HIGHWAY 272 AND 15 FEET WEST OF THE CENTER
 GC2656'OF A GRAVEL ROAD. THE MARK IS A 6X6 INCH CONCRETE POST THAT PROJECTS
 GC2656'8 INCHES WITH A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK
 GC2656'DISK STAMPED 71 JWM 1949 511 (FEET ABOVE SEA LEVEL).
 GC2656'
 GC2656'AZIMUTH MARK IS 28 FEET W OF THE CENTER OF A GRAVEL ROAD, 1.5 FEET N
 GC2656'OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE. THE MARK
 GC2656'PROJECTS 2 INCHES AND THE DISK IS STAMPED LITTLE 1953.
 GC2656'
 GC2656'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH MAIN STREET (U.S.
 GC2656'HIGHWAY 41) AND WEST 9TH STREET (STATE HIGHWAY 272) IN
 GC2656'HOPKINSVILLE, GO WEST ON STATE HIGHWAY 272 FOR 4.3 MILES TO THE
 GC2656'JUNCTION OF STATE HIGHWAY 164.  CONTINUE WEST ON HIGHWAY 272
 GC2656'FOR 4.65 MILES TO THE JUNCTION OF STATE HIGHWAY 117, CONTINUE WEST ON
 GC2656'HIGHWAY 272 FOR 5.15 MILES TO A GRAVEL ROAD SOUTH AND THE
 GC2656'STATION AS DESCRIBED.
 GC2656'
 GC2656'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL ROAD
 GC2656'FOR 0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2656'
 GC2656'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2656
 GC2656                          STATION RECOVERY (1974)
 GC2656
 GC2656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (CB)
 GC2656'RM 1 - OK - RM 2 = 71JWM 1949 DESTROYED - LITTLE TRIG STA PROBABLY
 GC2656'DESTROYED.  WEST PORTION OF TRIANGLE PAVED - BALANCE GRADED.  TAPED
 GC2656'MEASUREMENT FROM RM 1 INDICATED AN AREA UNPAVED.  HOWEVER
 GC2656'BALANCE OF TRIANGLE BADLY ERODED AND MUCH LOOSE AND BROKEN
 GC2656'SANDSTONE ROCK LYING ABOUT.  BM 71 JWM FOUND ON ITS SIDE WITH
 GC2656'TOP BROKEN OFF.  TABLET NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1443 ***********************************************************************
 HA1443  DESIGNATION -  LITTLE BEND
 HA1443  PID         -  HA1443
 HA1443  STATE/COUNTY-  KY/BUTLER
 HA1443  USGS QUAD   -  CROMWELL (1971)
 HA1443
 HA1443                         *CURRENT SURVEY CONTROL
 HA1443  ___________________________________________________________________
 HA1443* NAD 83(1993)-  37 15 11.15757(N)    086 47 28.81654(W)     ADJUSTED  
 HA1443* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 HA1443  ___________________________________________________________________
 HA1443  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 HA1443  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HA1443
 HA1443  HORZ ORDER  -  FIRST
 HA1443
 HA1443.The horizontal coordinates were established by classical geodetic methods
 HA1443.and adjusted by the National Geodetic Survey in December 1995..
 HA1443
 HA1443.The orthometric height was scaled from a topographic map.
 HA1443
 HA1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1443
 HA1443.The geoid height was determined by GEOID03.
 HA1443
 HA1443;                    North         East     Units Scale Factor Converg.
 HA1443;SPC KY1Z     - 1,102,594.766 1,407,622.173   MT  0.99996370   -0 38 21.6
 HA1443;SPC KY1Z     - 3,617,429.66  4,618,173.75   sFT  0.99996370   -0 38 21.6
 HA1443;SPC KY S     -   602,579.041   407,623.725   MT  0.99994640   -0 37 53.5
 HA1443;SPC KY S     - 1,976,961.40  1,337,345.50   sFT  0.99994640   -0 37 53.5
 HA1443;UTM  16      - 4,122,970.499   518,504.223   MT  0.99960422   +0 07 34.7
 HA1443
 HA1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1443!SPC KY1Z     -   0.99997924  x   0.99996370  =   0.99994295
 HA1443!SPC KY S     -   0.99997924  x   0.99994640  =   0.99992565
 HA1443!UTM  16      -   0.99997924  x   0.99960422  =   0.99958347
 HA1443
 HA1443:                Primary Azimuth Mark                     Grid Az
 HA1443:SPC KY1Z     -  LITTLE BEND AZ MK                        058 03 28.0
 HA1443:SPC KY S     -  LITTLE BEND AZ MK                        058 02 59.9
 HA1443:UTM  16      -  LITTLE BEND AZ MK                        057 17 31.7
 HA1443
 HA1443|---------------------------------------------------------------------|
 HA1443| PID    Reference Object                     Distance      Geod. Az  |
 HA1443|                                                           dddmmss.s |
 HA1443| CG8810 LITTLE BEND AZ MK                                  0572506.4 |
 HA1443| CG8811 LITTLE BEND RM 1                     26.375 METERS 05912     |
 HA1443| CG8812 LITTLE BEND RM 2                     23.572 METERS 18946     |
 HA1443|---------------------------------------------------------------------|
 HA1443
 HA1443                          SUPERSEDED SURVEY CONTROL
 HA1443
 HA1443  NAD 83(1986)-  37 15 11.16763(N)    086 47 28.82270(W) AD(       ) 1
 HA1443  NAD 27      -  37 15 10.99800(N)    086 47 28.85500(W) AD(       ) 1
 HA1443
 HA1443.Superseded values are not recommended for survey control.
 HA1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1443.See file dsdata.txt to determine how the superseded data were derived.
 HA1443
 HA1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG1850422970(NAD 83)
 HA1443_MARKER: DS = TRIANGULATION STATION DISK
 HA1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1443
 HA1443  HISTORY     - Date     Condition        Report By
 HA1443  HISTORY     - 1950     MONUMENTED       CGS
 HA1443  HISTORY     - 1952     GOOD             CGS
 HA1443
 HA1443                          STATION DESCRIPTION
 HA1443
 HA1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1443'STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF BEAVER DAM AND 6 MILES
 HA1443'NORTHEAST OF ROCHESTER.  IT IS 36 FEET NORTHEAST OF A 15 INCH MAPLE
 HA1443'TREE WITH A TRIANGLE BLAZED ON THE NORTHEAST SIDE, 22 FEET EAST OF A
 HA1443'15 INCH MAPLE TREE WITH A TRIANGLE BLAZED ON THE EAST SIDE AND
 HA1443'5 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6
 HA1443'INCHES AND THE DISK IS STAMPED LITTLE BEND 1950.
 HA1443'
 HA1443'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 HA1443'LITTLE BEND NO 1 1950.
 HA1443'
 HA1443'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF THE 15 INCH MAPLE TREE WITH
 HA1443'A TRIANGLE BLAZED ON THE NORTHEAST SIDE.  THE MARK PROJECTS ABOUT 6
 HA1443'INCHES AND THE DISK IS STAMPED LITTLE BEND NO 2 1950.
 HA1443'
 HA1443'AZIMUTH MARK IS 100 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN,
 HA1443'88 FEET SOUTHWEST OF A POWER POLE, 21 FEET EAST OF THE CENTER OF
 HA1443'THE HIGHWAY AND 3 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 HA1443'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LITTLE BEND 1950.
 HA1443'
 HA1443'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BEAVER DAM GO SOUTH
 HA1443'AND EAST ON STATE HIGHWAY 71 FOR 4.2 MILES TO THE JUNCTION OF
 HA1443'STATE HIGHWAY 269, TURN RIGHT ON HIGHWAY 269 AND GO 9.1 MILES TO A
 HA1443'BARN ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 HA1443'CONTINUE 0.1 MILE TO A REVERSE FORK, TURN SHARP RIGHT AND GO 0.2 MILE
 HA1443'TO A GATE ON THE LEFT AND A FARM ROAD ON THE RIGHT, TURN RIGHT AND
 HA1443'FOLLOW OLD FARM ROAD 0.2 MILE TO FOUR LARGE MAPLE TREES IN A ROW AND
 HA1443'STATION AS DESCRIBED.
 HA1443'
 HA1443'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA1443
 HA1443                          STATION RECOVERY (1952)
 HA1443
 HA1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1443'STATION WAS RECOVERED AS DESCRIBED.  THE OLD DESCRIPTION IS ADEQUATE
 HA1443'WITH THE FOLLOWING ADDITIONS.  STATION IS LOCATED ON PROPERTY OF
 HA1443'MR. JOE BORAH.  THE LAST 0.4 MILE OF THE ROAD TO STATION CAN NOT BE
 HA1443'TRAVELED IN WET WEATHER.  AZIMUTH MARK IS NOT VISIBLE FROM THE
 HA1443'GROUND WITHOUT CONSIDERABLE CLEARING.
 HA1443'
 HA1443'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3477 ***********************************************************************
 GA3477  DESIGNATION -  LITTLE BLACK
 GA3477  PID         -  GA3477
 GA3477  STATE/COUNTY-  KY/HARLAN
 GA3477  USGS QUAD   -  EVARTS (1954)
 GA3477
 GA3477                         *CURRENT SURVEY CONTROL
 GA3477  ___________________________________________________________________
 GA3477* NAD 83(1993)-  36 49 21.30192(N)    083 08 55.58833(W)     ADJUSTED  
 GA3477* NAVD 88     -      1039.     (meters)    3409.     (feet)  SCALED    
 GA3477  ___________________________________________________________________
 GA3477  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 GA3477  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3477
 GA3477  HORZ ORDER  -  THIRD
 GA3477
 GA3477.The horizontal coordinates were established by classical geodetic methods
 GA3477.and adjusted by the National Geodetic Survey in December 1995..
 GA3477
 GA3477.The orthometric height was scaled from a topographic map.
 GA3477
 GA3477.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3477
 GA3477.The geoid height was determined by GEOID03.
 GA3477
 GA3477;                    North         East     Units Scale Factor Converg.
 GA3477;SPC KY1Z     - 1,057,535.262 1,732,063.063   MT  1.00007259   +1 35 49.4
 GA3477;SPC KY1Z     - 3,469,596.94  5,682,610.23   sFT  1.00007259   +1 35 49.4
 GA3477;SPC KY S     -   557,488.571   732,043.467   MT  0.99998500   +1 34 39.2
 GA3477;SPC KY S     - 1,829,027.09  2,401,712.61   sFT  0.99998500   +1 34 39.2
 GA3477;SPC VA S     - 1,064,504.189 3,085,417.009   MT  0.99999032   -2 49 17.2
 GA3477;SPC VA S     - 3,492,460.83 10,122,738.97   sFT  0.99999032   -2 49 17.2
 GA3477;UTM  17      - 4,077,345.719   308,354.438   MT  1.00005249   -1 17 17.7
 GA3477
 GA3477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3477!SPC KY1Z     -   0.99984181  x   1.00007259  =   0.99991439
 GA3477!SPC KY S     -   0.99984181  x   0.99998500  =   0.99982681
 GA3477!SPC VA S     -   0.99984181  x   0.99999032  =   0.99983213
 GA3477!UTM  17      -   0.99984181  x   1.00005249  =   0.99989429
 GA3477
 GA3477|---------------------------------------------------------------------|
 GA3477| PID    Reference Object                     Distance      Geod. Az  |
 GA3477|                                                           dddmmss.s |
 GA3477| GA3476 LITTLE BLACK LOOKOUT TOWER            1.248 METERS 13425     |
 GA3477| DB9620 LITTLE BLACK RM 1                    28.224 METERS 15034     |
 GA3477| GA3491 GRAY                                APPROX.13.3 KM 2530232.5 |
 GA3477| DB9621 LITTLE BLACK RM 2                    16.004 METERS 27539     |
 GA3477|---------------------------------------------------------------------|
 GA3477
 GA3477                          SUPERSEDED SURVEY CONTROL
 GA3477
 GA3477  NAD 83(1993)-  36 49 21.30684(N)    083 08 55.59017(W) AD(       ) 3
 GA3477  NAD 83(1986)-  36 49 21.31080(N)    083 08 55.59371(W) AD(       ) 3
 GA3477  NAD 27      -  36 49 21.00200(N)    083 08 55.97800(W) AD(       ) 3
 GA3477
 GA3477.Superseded values are not recommended for survey control.
 GA3477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3477.See file dsdata.txt to determine how the superseded data were derived.
 GA3477
 GA3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0835477346(NAD 83)
 GA3477_MARKER: DS = TRIANGULATION STATION DISK
 GA3477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3477
 GA3477  HISTORY     - Date     Condition        Report By
 GA3477  HISTORY     - 1950     MONUMENTED       CGS
 GA3477  HISTORY     - 1963     GOOD             CGS
 GA3477
 GA3477                          STATION DESCRIPTION
 GA3477
 GA3477'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3477'STATION IS LOCATED ON THE HIGHEST POINT OF LITTLE BLACK MOUNTAIN,
 GA3477'ABOUT 9 MILES EAST OF HARLAN
 GA3477'AND 3.5 MILES SOUTHEAST OF EVARTS AND UNDER THE LITTLE
 GA3477'BLACK LOOKOUT TOWER.  IT 14 FEET
 GA3477'NORTH OF THE SOUTHWEST LEG OF THE
 GA3477'TOWER, 9 FEET SOUTHEAST OF THE NORTHWEST LEG OF THE
 GA3477'TOWER AND 1 FOOT
 GA3477'SOUTH OF THE CONCRETE STEP.  THE MARK IS SET FLUSH WITH THE STEP AND
 GA3477'THE DISK IS
 GA3477'STAMPED LITTLE BLACK 1950.
 GA3477'
 GA3477'REFERENCE MARK NO. 1 IS 36 FEET NORTH OF A RAIL FENCE AND IN A
 GA3477'CULTIVATED FIELD .  THE
 GA3477'DISK, SET IN A DRILL HOLE IN AN OUTCROPPING BED ROCK THAT
 GA3477'PROJECTS ABOUT 2 FEET, IS
 GA3477'STAMPED LITTLE BLACK NO 1 1950.
 GA3477'
 GA3477'REFERENCE MARK NO. 2 IS 50 FEET NORTHWEST OF THE SOUTHWEST LEG OF THE
 GA3477'TOWER AND 46 FEET WEST OF
 GA3477'THE NORTHWEST LEG OF THE TOWER.  THE DISK IS SET IN A
 GA3477'DRILL HOLE IN AN OUTCROPPING BED
 GA3477'ROCK THAT PROJECTS ABOUT 6 INCHES,
 GA3477'IS STAMPED LITTLE BLACK NO 2 1950.
 GA3477'
 GA3477'NO AZIMUTH MARK SET.
 GA3477'
 GA3477'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 215
 GA3477'AT THE SOUTH END OF THE
 GA3477'BRIDGE IN EVARTS, GO SOUTHEAST ON HIGHWAY 215 FOR
 GA3477'2.4 MILES TO WHERE THE HIGHWAY
 GA3477'TURNS LEFT AND A GRAVEL ROAD STRAIGHT
 GA3477'AHEAD INTO BLACK MOUNTAIN MINE CORP.  GO STRAIGHT
 GA3477'AHEAD ON GRAVEL
 GA3477'ROAD FOR 0.2 MILE TO LOCKED GATE/KEY AT BOILER ROOM ON LEFT), PASS
 GA3477'THROUGH GATE AND
 GA3477'GO 0.35 MILE TO WHERE MAIN ROAD TURNS SHARP RIGHT
 GA3477'AND A ROCK ROAD STRAIGHT AHEAD,
 GA3477'CONTINUE ON ROCK ROAD AND GO 0.3 MILE
 GA3477'TO A LEFT FORK, TURN LEFT AND GO 3.8 MILES TO THE
 GA3477'TOP OF THE MOUNTAIN
 GA3477'AND THE STATION AS DESCRIBED.
 GA3477'
 GA3477'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 GA3477
 GA3477                          STATION RECOVERY (1963)
 GA3477
 GA3477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3477'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AND
 GA3477'FOUND IN GOOD CONDITION.
 GA3477'THIS STATION WAS NOT OCCUPIED BY THIS PARTY.
 GA3477'
 GA3477'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3476 ***********************************************************************
 GA3476  DESIGNATION -  LITTLE BLACK LOOKOUT TOWER
 GA3476  PID         -  GA3476
 GA3476  STATE/COUNTY-  KY/HARLAN
 GA3476  USGS QUAD   -  EVARTS (1954)
 GA3476
 GA3476                         *CURRENT SURVEY CONTROL
 GA3476  ___________________________________________________________________
 GA3476* NAD 83(1993)-  36 49 21.27358(N)    083 08 55.55235(W)     ADJUSTED  
 GA3476* NAVD 88     -                                                        
 GA3476  ___________________________________________________________________
 GA3476  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 GA3476  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3476
 GA3476  HORZ ORDER  -  THIRD
 GA3476
 GA3476.The horizontal coordinates were established by classical geodetic methods
 GA3476.and adjusted by the National Geodetic Survey in December 1995..
 GA3476
 GA3476
 GA3476.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3476
 GA3476.The geoid height was determined by GEOID03.
 GA3476
 GA3476;                    North         East     Units Scale Factor Converg.
 GA3476;SPC KY1Z     - 1,057,534.413 1,732,063.979   MT  1.00007259   +1 35 49.4
 GA3476;SPC KY1Z     - 3,469,594.15  5,682,613.24   sFT  1.00007259   +1 35 49.4
 GA3476;SPC KY S     -   557,487.722   732,044.382   MT  0.99998500   +1 34 39.2
 GA3476;SPC KY S     - 1,829,024.30  2,401,715.61   sFT  0.99998500   +1 34 39.2
 GA3476;SPC VA S     - 1,064,503.272 3,085,417.857   MT  0.99999032   -2 49 17.2
 GA3476;SPC VA S     - 3,492,457.82 10,122,741.75   sFT  0.99999032   -2 49 17.2
 GA3476;UTM  17      - 4,077,344.825   308,355.310   MT  1.00005249   -1 17 17.6
 GA3476
 GA3476                          SUPERSEDED SURVEY CONTROL
 GA3476
 GA3476  NAD 83(1993)-  36 49 21.27851(N)    083 08 55.55420(W) AD(       ) 4
 GA3476  NAD 83(1986)-  36 49 21.28248(N)    083 08 55.55766(W) AD(       ) 4
 GA3476  NAD 27      -  36 49 20.97400(N)    083 08 55.94200(W) AD(       ) 3
 GA3476
 GA3476.Superseded values are not recommended for survey control.
 GA3476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3476.See file dsdata.txt to determine how the superseded data were derived.
 GA3476
 GA3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0835577345(NAD 83)
 GA3476_MARKER: 57 = LOOKOUT TOWER
 GA3476
 GA3476  HISTORY     - Date     Condition        Report By
 GA3476  HISTORY     - 1950     FIRST OBSERVED   CGS
 GA3476
 GA3476                          STATION DESCRIPTION
 GA3476
 GA3476'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3476'STATION IS LOCATED ON THE HIGHEST POINT OF LITTLE BLACK MOUNTAIN,
 GA3476'ABOUT 9 MILES EAST
 GA3476'OF HARLAN AND 3.5 MILES SOUTHEAST OF EVARTS.  IT
 GA3476'IS A FOURLEGGED STEEL STRUCTURE ABOUT
 GA3476'100 FEET HIGH AND PAINTED GREY
 GA3476'WITH A SQUARE LOOKOUT CAB ON TOP.  A TRAVERSE CONNECTION
 GA3476'WAS MADE FROM
 GA3476'TRIANGULATION STATION LITTLE BLACK AND THE DISTANCE WAS FOUND TO
 GA3476'BE 4.1 FEET (1.25
 GA3476'METERS).  THE POINT TRAVERSED TO AND OBSERVED ON
 GA3476'WAS THE INTERSECTION OF THE BASE OF
 GA3476'THE TOWER.
 GA3476'
 GA3476'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 215
 GA3476'AT THE SOUTH END OF THE
 GA3476'BRIDGE IN EVARTS, GO SOUTHEAST ON HIGHWAY 215 FOR
 GA3476'2.4 MILES TO WHERE THE HIGHWAY
 GA3476'TURNS LEFT AND A GRAVEL ROAD STRAIGHT
 GA3476'AHEAD INTO THE BLACK MOUNTAIN MINE CORP.  GO
 GA3476'STRAIGHT AHEAD ON GRAVEL
 GA3476'ROAD FOR 0.2 MILE TO A LOCKED GATE (KEY AT BOILER ROOM ON
 GA3476'LEFT), PASS
 GA3476'THROUGH GATE AND GO 0.35 MILE TO WHERE MAIN ROAD TURNS SHARP RIGHT
 GA3476'AND A ROCK ROAD
 GA3476'STRAIGHT AHEAD, CONTINUE ON ROCK ROAD AND GO 0.3 MILE
 GA3476'TO A LEFT FORK, TURN LEFT AND GO
 GA3476'3.8 MILES TO THE TOP OF THE MOUNTAIN
 GA3476'AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2633 ***********************************************************************
 GB2633  DESIGNATION -  LITTLE CLIFF
 GB2633  PID         -  GB2633
 GB2633  STATE/COUNTY-  KY/WAYNE
 GB2633  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB2633
 GB2633                         *CURRENT SURVEY CONTROL
 GB2633  ___________________________________________________________________
 GB2633* NAD 83(1993)-  36 44 04.98273(N)    084 48 13.37259(W)     ADJUSTED  
 GB2633* NAVD 88     -       485.     (meters)    1591.     (feet)  SCALED    
 GB2633  ___________________________________________________________________
 GB2633  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 GB2633  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 GB2633
 GB2633  HORZ ORDER  -  SECOND
 GB2633
 GB2633.The horizontal coordinates were established by classical geodetic methods
 GB2633.and adjusted by the National Geodetic Survey in December 1995..
 GB2633
 GB2633.The orthometric height was scaled from a topographic map.
 GB2633
 GB2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2633
 GB2633.The geoid height was determined by GEOID03.
 GB2633
 GB2633;                    North         East     Units Scale Factor Converg.
 GB2633;SPC KY1Z     - 1,044,977.690 1,584,529.302   MT  1.00010164   +0 34 51.5
 GB2633;SPC KY1Z     - 3,428,397.64  5,198,576.55   sFT  1.00010164   +0 34 51.5
 GB2633;SPC KY S     -   544,966.423   584,520.725   MT  0.99999975   +0 34 26.0
 GB2633;SPC KY S     - 1,787,944.01  1,917,715.08   sFT  0.99999975   +0 34 26.0
 GB2633;SPC TN       -   267,096.940   706,857.167   MT  1.00007189   +0 42 01.3
 GB2633;SPC TN       -   876,300.54  2,319,080.56   sFT  1.00007189   +0 42 01.3
 GB2633;UTM  16      - 4,067,693.085   696,107.414   MT  1.00007382   +1 18 50.5
 GB2633
 GB2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2633!SPC KY1Z     -   0.99992857  x   1.00010164  =   1.00003021
 GB2633!SPC KY S     -   0.99992857  x   0.99999975  =   0.99992832
 GB2633!SPC TN       -   0.99992857  x   1.00007189  =   1.00000046
 GB2633!UTM  16      -   0.99992857  x   1.00007382  =   1.00000239
 GB2633
 GB2633:                Primary Azimuth Mark                     Grid Az
 GB2633:SPC KY1Z     -  STERNS                                   165 35 20.0
 GB2633:SPC KY S     -  STERNS                                   165 35 45.5
 GB2633:SPC TN       -  STERNS                                   165 28 10.2
 GB2633:UTM  16      -  STERNS                                   164 51 21.0
 GB2633
 GB2633|---------------------------------------------------------------------|
 GB2633| PID    Reference Object                     Distance      Geod. Az  |
 GB2633|                                                           dddmmss.s |
 GB2633| GB2637 STERNS                              APPROX.14.1 KM 1661011.5 |
 GB2633| DB9622 LITTLE CLIFF RM 1                    38.246 METERS 18750     |
 GB2633| DB9623 LITTLE CLIFF RM 2                    28.779 METERS 29538     |
 GB2633|---------------------------------------------------------------------|
 GB2633
 GB2633                          SUPERSEDED SURVEY CONTROL
 GB2633
 GB2633  NAD 83(1986)-  36 44 04.99245(N)    084 48 13.37877(W) AD(       ) 2
 GB2633  NAD 27      -  36 44 04.73400(N)    084 48 13.58400(W) AD(       ) 2
 GB2633
 GB2633.Superseded values are not recommended for survey control.
 GB2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2633.See file dsdata.txt to determine how the superseded data were derived.
 GB2633
 GB2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9610767693(NAD 83)
 GB2633_MARKER: DH = HORIZONTAL CONTROL DISK
 GB2633_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GB2633
 GB2633  HISTORY     - Date     Condition        Report By
 GB2633  HISTORY     - 1950     MONUMENTED       CGS
 GB2633
 GB2633                          STATION DESCRIPTION
 GB2633
 GB2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2633'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF MONTICELLO ON TOP OF A
 GB2633'HIGH RIDGE LOCALLY KNOWN AS LITTLE CLIFF.  IT IS 24 FEET NORTH OF
 GB2633'A TRIANGLE BLAZED PINE TREE AND 7 FEET NORTH OF A WHITE WITNESS POST.
 GB2633'THE MARK IS A 6-INCH IRON PIPE WHICH PROJECTS ABOUT 10 INCHES AND
 GB2633'THE DISK CEMENTED IN TOP OF PIPE IS STAMPED LITTLECLIFF 1950.
 GB2633'
 GB2633'REFERENCE MARK NO.1 IS 8 FEET NORTH OF THE EDGE OF CLIFF.  THE DISK
 GB2633'IS SET FLUSH IN A LARGE BEDROCK AND IS STAMPED LITTLECLIFF NO 1
 GB2633'1950.
 GB2633'
 GB2633'REFERENCE MARK NO.2 IS 6 FEET SOUTHEAST OF EDGE OF CLIFF.  THE DISK
 GB2633'IS SET FLUSH IN A LARGE BEDROCK AND IS STAMPED LITTLECLIFF NO 2
 GB2633'1950.
 GB2633'
 GB2633'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GB2633'
 GB2633'TO REACH STATION FROM THE TRAFFIC CIRCLE IN MONTICELLO, GO NORTHEAST
 GB2633'ON STATE HIGHWAY 90 AND 92 FOR ABOUT 1 BLOCK TO WHERE HIGHWAY 92
 GB2633'TURNS RIGHT, TURN RIGHT ON HIGHWAY 92 AND GO SOUTHEAST FOR 7.1 MILES
 GB2633'TO A GRAVEL ROAD RIGHT, TURN RIGHT ON GRAVEL ROAD, DOWNHILL AND
 GB2633'GO SOUTH AND WEST FOR 2.6 MILES TO THE BIG SPRINGS CHURCH ON LEFT,
 GB2633'CONTINUE AHEAD ON MAIN ROAD FOR 1.35 MILES TO A SMALL BUILDING ON
 GB2633'RIGHT AND ROAD FORK JUST BEYOND BUILDING, TURN RIGHT ON DIRT ROAD
 GB2633'AND GO ABOUT 100 FEET TO ANOTHER ROAD FORK, TURN RIGHT, DOWNHILL AND
 GB2633'GO ABOUT 0.05 MILE TO A GATE, PASS THROUGH GATE FOLLOWING MAIN
 GB2633'TRACK ROAD THROUGH BARN YARD AND GO 0.3 MILE TO AN OLD SAWMILL SITE,
 GB2633'CONTINUE AHEAD ON MAIN TRACK ROAD FOR 1.0 MILE TO A FENCE ON LEFT
 GB2633'AND REVERSE Y ROAD FORK, TURN SHARP RIGHT ON A DIRT ROAD AND FOLLOW
 GB2633'MAIN ROAD FOR 0.8 MILE TO THE END OF TRUCK TRAVEL AND A DIM TRAIL
 GB2633'LEFT, UPHILL.  PACK UP DIM TRAIL TO THE BOTTOM OF STEEP ROCK CLIFF,
 GB2633'THEN PACK UP CLIFF TO TOP OF HILL AND REFERENCE MARK NO.2 ON LEFT
 GB2633'AS DESCRIBED, CONTINUE AHEAD FOR ABOUT 100 FEET TO STATION NEAR
 GB2633'HIGHEST POINT AS DESCRIBED.  (THIS IS ABOUT 1/4 MILE-5 MINUTE PACK.)
 GB2633'
 GB2633'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1550 ***********************************************************************
 GB1550  DESIGNATION -  LITTRELL
 GB1550  PID         -  GB1550
 GB1550  STATE/COUNTY-  KY/CUMBERLAND
 GB1550  USGS QUAD   -  BLACKS FERRY (1982)
 GB1550
 GB1550                         *CURRENT SURVEY CONTROL
 GB1550  ___________________________________________________________________
 GB1550* NAD 83(1993)-  36 41 07.86249(N)    085 23 47.35168(W)     ADJUSTED  
 GB1550* NAVD 88     -       325.742  (meters)    1068.71   (feet)  ADJUSTED  
 GB1550  ___________________________________________________________________
 GB1550  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GB1550  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GB1550  DYNAMIC HT  -         325.466 (meters)    1067.80  (feet)  COMP
 GB1550  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 GB1550
 GB1550  HORZ ORDER  -  THIRD
 GB1550  VERT ORDER  -  SECOND    CLASS 0
 GB1550
 GB1550.The horizontal coordinates were established by classical geodetic methods
 GB1550.and adjusted by the National Geodetic Survey in December 1995..
 GB1550
 GB1550.The orthometric height was determined by differential leveling
 GB1550.and adjusted by the National Geodetic Survey in June 1991..
 GB1550
 GB1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1550
 GB1550.The geoid height was determined by GEOID03.
 GB1550
 GB1550.The dynamic height is computed by dividing the NAVD 88
 GB1550.geopotential number by the normal gravity value computed on the
 GB1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1550.degrees latitude (g = 980.6199 gals.).
 GB1550
 GB1550.The modeled gravity was interpolated from observed gravity values.
 GB1550
 GB1550;                    North         East     Units Scale Factor Converg.
 GB1550;SPC KY1Z     - 1,039,148.530 1,531,599.618   MT  1.00011891   +0 13 01.4
 GB1550;SPC KY1Z     - 3,409,273.14  5,024,923.08   sFT  1.00011891   +0 13 01.4
 GB1550;SPC KY S     -   539,142.381   531,596.148   MT  1.00000902   +0 12 51.8
 GB1550;SPC KY S     - 1,768,836.29  1,744,078.36   sFT  1.00000902   +0 12 51.8
 GB1550;SPC TN       -   261,149.976   653,942.991   MT  1.00005874   +0 21 12.0
 GB1550;SPC TN       -   856,789.55  2,145,477.96   sFT  1.00005874   +0 21 12.0
 GB1550;UTM  16      - 4,061,184.578   643,265.148   MT  0.99985287   +0 57 29.3
 GB1550
 GB1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1550!SPC KY1Z     -   0.99995369  x   1.00011891  =   1.00007259
 GB1550!SPC KY S     -   0.99995369  x   1.00000902  =   0.99996271
 GB1550!SPC TN       -   0.99995369  x   1.00005874  =   1.00001243
 GB1550!UTM  16      -   0.99995369  x   0.99985287  =   0.99980657
 GB1550
 GB1550:                Primary Azimuth Mark                     Grid Az
 GB1550:SPC KY1Z     -  LITTRELL AZ MK                           040 49 52.7
 GB1550:SPC KY S     -  LITTRELL AZ MK                           040 50 02.3
 GB1550:SPC TN       -  LITTRELL AZ MK                           040 41 42.1
 GB1550:UTM  16      -  LITTRELL AZ MK                           040 05 24.8
 GB1550
 GB1550|---------------------------------------------------------------------|
 GB1550| PID    Reference Object                     Distance      Geod. Az  |
 GB1550|                                                           dddmmss.s |
 GB1550| GB1549 LITTRELL AZ MK                                     0410254.1 |
 GB1550| GB1552 LITTRELL RM 1                        23.466 METERS 16827     |
 GB1550| GB1551 LITTRELL RM 2                        21.808 METERS 25121     |
 GB1550|---------------------------------------------------------------------|
 GB1550
 GB1550                          SUPERSEDED SURVEY CONTROL
 GB1550
 GB1550  NAD 83(1986)-  36 41 07.87295(N)    085 23 47.35721(W) AD(       ) 3
 GB1550  NAD 27      -  36 41 07.64100(N)    085 23 47.48700(W) AD(       ) 3
 GB1550  NGVD 29 (??/??/92)  325.862  (m)         1069.10   (f) ADJ UNCH    2 0
 GB1550
 GB1550.Superseded values are not recommended for survey control.
 GB1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1550.See file dsdata.txt to determine how the superseded data were derived.
 GB1550
 GB1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4326561185(NAD 83)
 GB1550_MARKER: DS = TRIANGULATION STATION DISK
 GB1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1550_STAMPING: LITTRELL 1950
 GB1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1550+STABILITY: SURFACE MOTION
 GB1550
 GB1550  HISTORY     - Date     Condition        Report By
 GB1550  HISTORY     - 1950     MONUMENTED       CGS
 GB1550  HISTORY     - 1951     GOOD             NGS
 GB1550  HISTORY     - 1974     GOOD             NGS
 GB1550  HISTORY     - 1974     GOOD             NGS
 GB1550
 GB1550                          STATION DESCRIPTION
 GB1550
 GB1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB1550'STATION IS LOCATED ABOUT 17 MILES EAST OF TOMPKINSVILLE, 15 MILES
 GB1550'WEST OF ALBANY AND 7 MILES SOUTH OF BURKESVILLE AT THE JUNCTION OF
 GB1550'TWO GRAVEL ROADS. IT IS 137 FEET SOUTHWEST OF INTERSECTION, 5 FEET
 GB1550'SOUTH OF A WHITE WITNESS POST AND 3 FEET NORTH OF A FENCE LINE. THE
 GB1550'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LITTRELL 1950.
 GB1550'
 GB1550'REFERENCE MARK NO.1 IS 23 FEET WEST OF CENTER OF A GRAVEL ROAD AND 2
 GB1550'FEET WEST OF A FENCE LINE. THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GB1550'DISK IS STAMPED LITTRELL NO 1 1950.
 GB1550'
 GB1550'REFERENCE MARK NO.2 IS 15 FEET SOUTH OF CENTER OF A GRAVEL ROAD AND 1
 GB1550'FOOT SOUTH OF A FENCE LINE. THE MARK PROJECTS ABOUT 4 INCHES AND
 GB1550'THE DISK IS STAMPED LITTRELL NO 2 1950.
 GB1550'
 GB1550'AZIMUTH MARK IS 43 FEET NORTH OF CENTER OF A GRAVEL ROAD AND 3 FEET
 GB1550'WEST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES
 GB1550'AND THE DISK IS STAMPED LITTRELL 1950.
 GB1550'
 GB1550'TO REACH STATION FROM THE COURTHOUSE IN CELINA, GO EAST AND NORTH ON
 GB1550'STATE HIGHWAY 53 FOR 10.6 MILES TO THE
 GB1550'KENTUCKY-TENNESSEE STATE LINE, CONTINUE AHEAD ON GRAVEL ROAD FOR 3.9
 GB1550'MILES TO A SIDE ROAD EAST, CONTINUE AHEAD FOR 2.5 MILES TO A
 GB1550'REVERSE Y FORK AND STATION IN ANGLE FORMED BY ROADS AS DESCRIBED.
 GB1550'
 GB1550'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL ROAD FOR
 GB1550'0.2 MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 GB1550'
 GB1550'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB1550
 GB1550                          STATION RECOVERY (1951)
 GB1550
 GB1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GB1550'AT LITTRELL.
 GB1550'AT LITTRELL, ALONG STATE HIGHWAY 61, AT THE JUNCTION OF A ROAD
 GB1550'SOUTHWEST, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD
 GB1550'NORTHWEST, 32 FEET WEST OF CENTER LINE OF HIGHWAY, 190 FEET SOUTH
 GB1550'AND ACROSS ROAD SOUTHWEST FROM THE SOUTH CORNER OF STORE AND POST
 GB1550'OFFICE, 80 1/2 FEET SOUTHEAST AND ACROSS RAOD SOUTHWEST FROM THE
 GB1550'SOUTWEST CORNER OF A HOUSE, 48 FEET SOUTHEAST OF CENTER LINE OF
 GB1550'ROAD SOUTHWEST, 23 FEET EAST-SOUTHEAST OF THE EAST CORNER OF A
 GB1550'GARAGE, 77 FEET NORTH-NORTHWEST OF R.M. NO. 1, 71 1/2 FEET
 GB1550'EAST-NORTHEAST OF R.M. NO. 2, 3 FEET NORTH OF A FENCE LINE, 5 FEET
 GB1550'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE HIGHWAY
 GB1550'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB1550
 GB1550                          STATION RECOVERY (1974)
 GB1550
 GB1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (FKS)
 GB1550'STATION MARK AND LITTRELL RM NO. 2 1950 WERE RECOVERED AND FOUND TO
 GB1550'BE IN GOOD CONDITION.  LITTRELL RM NO. 1 WAS SEARCHED FOR BUT NOT
 GB1550'RECOVERED AND IS ASSUMED TO HAVE BEEN DESTROYED BY GRADING.  1950
 GB1550'DESCRIPTION IS ADEQUATE.
 GB1550
 GB1550                          STATION RECOVERY (1974)
 GB1550
 GB1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GB1550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1549 ***********************************************************************
 GB1549  DESIGNATION -  LITTRELL AZ MK
 GB1549  PID         -  GB1549
 GB1549  STATE/COUNTY-  KY/CUMBERLAND
 GB1549  USGS QUAD   -  BLACKS FERRY (1982)
 GB1549
 GB1549                         *CURRENT SURVEY CONTROL
 GB1549  ___________________________________________________________________
 GB1549* NAD 83(1986)-  36 41 16.     (N)    085 23 38.     (W)     SCALED    
 GB1549* NAVD 88     -       316.245  (meters)    1037.55   (feet)  ADJUSTED  
 GB1549  ___________________________________________________________________
 GB1549  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GB1549  DYNAMIC HT  -         315.977 (meters)    1036.67  (feet)  COMP
 GB1549  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 GB1549
 GB1549  VERT ORDER  -  SECOND    CLASS 0
 GB1549
 GB1549.The horizontal coordinates were scaled from a topographic map and have
 GB1549.an estimated accuracy of +/- 6 seconds.
 GB1549
 GB1549.The orthometric height was determined by differential leveling
 GB1549.and adjusted by the National Geodetic Survey in June 1991..
 GB1549
 GB1549.The geoid height was determined by GEOID03.
 GB1549
 GB1549.The dynamic height is computed by dividing the NAVD 88
 GB1549.geopotential number by the normal gravity value computed on the
 GB1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1549.degrees latitude (g = 980.6199 gals.).
 GB1549
 GB1549.The modeled gravity was interpolated from observed gravity values.
 GB1549
 GB1549;                    North         East    Units  Estimated Accuracy
 GB1549;SPC KY1Z     - 1,039,400.    1,531,830.      MT  (+/- 180 meters Scaled)
 GB1549
 GB1549                          SUPERSEDED SURVEY CONTROL
 GB1549
 GB1549  NGVD 29 (??/??/92)  316.365  (m)         1037.94   (f) ADJ UNCH    2 0
 GB1549
 GB1549.Superseded values are not recommended for survey control.
 GB1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1549.See file dsdata.txt to determine how the superseded data were derived.
 GB1549
 GB1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF434614(NAD 83)
 GB1549_MARKER: DZ = AZIMUTH MARK DISK
 GB1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1549_STAMPING: LITTRELL 1950
 GB1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1549+STABILITY: SURFACE MOTION
 GB1549
 GB1549  HISTORY     - Date     Condition        Report By
 GB1549  HISTORY     - 1950     MONUMENTED       CGS
 GB1549  HISTORY     - 1951     GOOD             NGS
 GB1549
 GB1549                          STATION DESCRIPTION
 GB1549
 GB1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1549'0.2 MI NE FROM LITTRELL.
 GB1549'ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB1549'AT LITTRELL, ABOUT 0.1 MILE NORTHEAST OF JUNCTION OF A GRAVEL ROAD
 GB1549'NORTHWEST, 46 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 331 FEET
 GB1549'NORTHEAST OF CENTER OF JUNCTION OF A DRIVE SOUTH TO A CHURCH,
 GB1549'153 FEET SOUTHWEST OF SOUTHWEST END OF THE NORTHWEST HEAD WALL OF
 GB1549'AN 18-INCH PIPE CULVERT UNDER HIGHWAY, 3 FEET WEST OF A WHITE WOODEN
 GB1549'WITNESS POST, ABOUT 10 FEET ABOVE HIGHWAY AND SET IN THE TOP OF A
 GB1549'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1552 ***********************************************************************
 GB1552  DESIGNATION -  LITTRELL RM 1
 GB1552  PID         -  GB1552
 GB1552  STATE/COUNTY-  KY/CUMBERLAND
 GB1552  USGS QUAD   -  BLACKS FERRY (1982)
 GB1552
 GB1552                         *CURRENT SURVEY CONTROL
 GB1552  ___________________________________________________________________
 GB1552* NAD 83(1986)-  36 41 07.     (N)    085 23 47.     (W)     SCALED    
 GB1552* NAVD 88     -       324.908  (meters)    1065.97   (feet)  ADJUSTED  
 GB1552  ___________________________________________________________________
 GB1552  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GB1552  DYNAMIC HT  -         324.633 (meters)    1065.07  (feet)  COMP
 GB1552  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 GB1552
 GB1552  VERT ORDER  -  SECOND    CLASS 0
 GB1552
 GB1552.The horizontal coordinates were scaled from a topographic map and have
 GB1552.an estimated accuracy of +/- 6 seconds.
 GB1552
 GB1552.The orthometric height was determined by differential leveling
 GB1552.and adjusted by the National Geodetic Survey in June 1991..
 GB1552
 GB1552.The geoid height was determined by GEOID03.
 GB1552
 GB1552.The dynamic height is computed by dividing the NAVD 88
 GB1552.geopotential number by the normal gravity value computed on the
 GB1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1552.degrees latitude (g = 980.6199 gals.).
 GB1552
 GB1552.The modeled gravity was interpolated from observed gravity values.
 GB1552
 GB1552;                    North         East    Units  Estimated Accuracy
 GB1552;SPC KY1Z     - 1,039,120.    1,531,610.      MT  (+/- 180 meters Scaled)
 GB1552
 GB1552                          SUPERSEDED SURVEY CONTROL
 GB1552
 GB1552  NGVD 29 (??/??/92)  325.028  (m)         1066.36   (f) ADJ UNCH    2 0
 GB1552
 GB1552.Superseded values are not recommended for survey control.
 GB1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1552.See file dsdata.txt to determine how the superseded data were derived.
 GB1552
 GB1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF432611(NAD 83)
 GB1552_MARKER: DR = REFERENCE MARK DISK
 GB1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1552_STAMPING: LITTRELL NO 1 1950
 GB1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1552+STABILITY: SURFACE MOTION
 GB1552
 GB1552  HISTORY     - Date     Condition        Report By
 GB1552  HISTORY     - 1950     MONUMENTED       CGS
 GB1552  HISTORY     - 1951     GOOD             NGS
 GB1552
 GB1552                          STATION DESCRIPTION
 GB1552
 GB1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1552'AT LITTRELL.
 GB1552'AT LITTRELL, ALONG STATE HIGHWAY 61, AT THE JUNCTION OF A ROAD
 GB1552'SOUTHWEST, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A ROAD NORTHWEST,
 GB1552'25 FEET WEST OF CENTER LINE OF HIGHWAY, 104 FEET SOUTHEAST OF CENTER
 GB1552'LINE OF ROAD SOUTHWEST, 77 FEET SOUTH-SOUTHEAST OF STATION MARK,
 GB1552'86 1/2 FEET SOUTHEAST OF R.M. NO. 2, 52 FEET NORTH-NORTHEAST OF THE
 GB1552'EAST ONE OF TWO 14-INCH PINE TREES, 2 FEET WEST OF A FENCE LINE,
 GB1552'ABOUT 4 FEET ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB1552'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1551 ***********************************************************************
 GB1551  DESIGNATION -  LITTRELL RM 2
 GB1551  PID         -  GB1551
 GB1551  STATE/COUNTY-  KY/CUMBERLAND
 GB1551  USGS QUAD   -  BLACKS FERRY (1982)
 GB1551
 GB1551                         *CURRENT SURVEY CONTROL
 GB1551  ___________________________________________________________________
 GB1551* NAD 83(1986)-  36 41 07.     (N)    085 23 47.     (W)     SCALED    
 GB1551* NAVD 88     -       324.121  (meters)    1063.39   (feet)  ADJUSTED  
 GB1551  ___________________________________________________________________
 GB1551  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GB1551  DYNAMIC HT  -         323.847 (meters)    1062.49  (feet)  COMP
 GB1551  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 GB1551
 GB1551  VERT ORDER  -  SECOND    CLASS 0
 GB1551
 GB1551.The horizontal coordinates were scaled from a topographic map and have
 GB1551.an estimated accuracy of +/- 6 seconds.
 GB1551
 GB1551.The orthometric height was determined by differential leveling
 GB1551.and adjusted by the National Geodetic Survey in June 1991..
 GB1551
 GB1551.The geoid height was determined by GEOID03.
 GB1551
 GB1551.The dynamic height is computed by dividing the NAVD 88
 GB1551.geopotential number by the normal gravity value computed on the
 GB1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1551.degrees latitude (g = 980.6199 gals.).
 GB1551
 GB1551.The modeled gravity was interpolated from observed gravity values.
 GB1551
 GB1551;                    North         East    Units  Estimated Accuracy
 GB1551;SPC KY1Z     - 1,039,120.    1,531,610.      MT  (+/- 180 meters Scaled)
 GB1551
 GB1551                          SUPERSEDED SURVEY CONTROL
 GB1551
 GB1551  NGVD 29 (??/??/92)  324.241  (m)         1063.78   (f) ADJ UNCH    2 0
 GB1551
 GB1551.Superseded values are not recommended for survey control.
 GB1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1551.See file dsdata.txt to determine how the superseded data were derived.
 GB1551
 GB1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF432611(NAD 83)
 GB1551_MARKER: DR = REFERENCE MARK DISK
 GB1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1551_STAMPING: LITTRELL NO 2 1950
 GB1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1551+STABILITY: SURFACE MOTION
 GB1551
 GB1551  HISTORY     - Date     Condition        Report By
 GB1551  HISTORY     - 1950     MONUMENTED       CGS
 GB1551  HISTORY     - 1951     GOOD             NGS
 GB1551
 GB1551                          STATION DESCRIPTION
 GB1551
 GB1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1551'AT LITTRELL.
 GB1551'AT LITTRELL, ALONG STATE HIGHWAY 61, AT THE JUNCTION OF A ROAD
 GB1551'SOUTHWEST, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A ROAD NORTHWEST,
 GB1551'86 1/2 FEET NORTHWEST OF R.M. NO. 1, 71 1/2 FEET WEST-SOUTHWEST
 GB1551'OF THE STATIONMARK, 16 FEET SOUTHEAST OF CENTER LINE OF ROAD
 GB1551'SOUTHWEST, 31 FEET SOUTHWEST OF WEST CORNER OF A GARAGE, 1 FOOT
 GB1551'SOUTHEAST OF A FENCE LINE, ABOUT 3 FEET ABOVE ROAD SOUTHWEST AND
 GB1551'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1356 ***********************************************************************
 GZ1356  DESIGNATION -  LMH PARK
 GZ1356  PID         -  GZ1356
 GZ1356  STATE/COUNTY-  KY/WASHINGTON
 GZ1356  USGS QUAD   -  BRUSH GROVE (1972)
 GZ1356
 GZ1356                         *CURRENT SURVEY CONTROL
 GZ1356  ___________________________________________________________________
 GZ1356* NAD 83(1986)-  37 45 37.     (N)    085 12 52.     (W)     SCALED    
 GZ1356* NAVD 88     -       222.977  (meters)     731.55   (feet)  ADJUSTED  
 GZ1356  ___________________________________________________________________
 GZ1356  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GZ1356  DYNAMIC HT  -         222.805 (meters)     730.99  (feet)  COMP
 GZ1356  MODELED GRAV-     979,855.7   (mgal)                       NAVD 88
 GZ1356
 GZ1356  VERT ORDER  -  SECOND    CLASS 0
 GZ1356
 GZ1356.The horizontal coordinates were scaled from a topographic map and have
 GZ1356.an estimated accuracy of +/- 6 seconds.
 GZ1356
 GZ1356.The orthometric height was determined by differential leveling
 GZ1356.and adjusted by the National Geodetic Survey in June 1991..
 GZ1356
 GZ1356.The geoid height was determined by GEOID03.
 GZ1356
 GZ1356.The dynamic height is computed by dividing the NAVD 88
 GZ1356.geopotential number by the normal gravity value computed on the
 GZ1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1356.degrees latitude (g = 980.6199 gals.).
 GZ1356
 GZ1356.The modeled gravity was interpolated from observed gravity values.
 GZ1356
 GZ1356;                    North         East    Units  Estimated Accuracy
 GZ1356;SPC KY1Z     - 1,158,500.    1,547,190.      MT  (+/- 180 meters Scaled)
 GZ1356
 GZ1356                          SUPERSEDED SURVEY CONTROL
 GZ1356
 GZ1356  NGVD 29 (??/??/92)  223.128  (m)          732.05   (f) ADJ UNCH    2 0
 GZ1356
 GZ1356.Superseded values are not recommended for survey control.
 GZ1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1356.See file dsdata.txt to determine how the superseded data were derived.
 GZ1356
 GZ1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG572807(NAD 83)
 GZ1356_MARKER: DB = BENCH MARK DISK
 GZ1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1356_STAMPING: LMH PARK 1935
 GZ1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1356+STABILITY: SURFACE MOTION
 GZ1356
 GZ1356  HISTORY     - Date     Condition        Report By
 GZ1356  HISTORY     - 1935     MONUMENTED       CGS
 GZ1356  HISTORY     - 1950     GOOD             NGS
 GZ1356
 GZ1356                          STATION DESCRIPTION
 GZ1356
 GZ1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1356'5.5 MI N FROM SPRINGFIELD.
 GZ1356'5.5 MILES SOUTH ALONG THE LINCOLN MEMORIAL PARK ROAD FROM THE
 GZ1356'COUNTY COURTHOUSE AT SPRINGFIELD, WASHINGTON COUNTY, AT LINCOLN
 GZ1356'MEMORIAL PARK, 52 YARDS NORTHEAST OF A CLUBHOUSE, IN THE SOUTH
 GZ1356'ANGLE OF A ROAD JUNCTION, 45 FEET SOUTH OF THE POORTOWN ROAD
 GZ1356'HEDGE, AND 22 FEET WEST OF THE SPRINGFIELD ROAD HEDGE.  A
 GZ1356'STANDARD DISK, STAMPED LMH PARK 1935 AND SET IN THE TOP OF A
 GZ1356'12- BY 12-INCH CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE
 GZ1356'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2283 ***********************************************************************
 HY2283  DESIGNATION -  LOCKWOOD
 HY2283  PID         -  HY2283
 HY2283  STATE/COUNTY-  KY/BOYD
 HY2283  USGS QUAD   -  BURNAUGH (1989)
 HY2283
 HY2283                         *CURRENT SURVEY CONTROL
 HY2283  ___________________________________________________________________
 HY2283* NAD 83(1993)-  38 19 36.87059(N)    082 36 28.84835(W)     ADJUSTED  
 HY2283* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 HY2283  ___________________________________________________________________
 HY2283  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 HY2283  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY2283
 HY2283  HORZ ORDER  -  SECOND
 HY2283
 HY2283.The horizontal coordinates were established by classical geodetic methods
 HY2283.and adjusted by the National Geodetic Survey in December 1995..
 HY2283
 HY2283.The orthometric height was scaled from a topographic map.
 HY2283
 HY2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2283
 HY2283.The geoid height was determined by GEOID03.
 HY2283
 HY2283;                    North         East     Units Scale Factor Converg.
 HY2283;SPC KY1Z     - 1,225,878.950 1,774,669.305   MT  0.99993578   +1 55 44.6
 HY2283;SPC KY1Z     - 4,021,904.52  5,822,394.21   sFT  0.99993578   +1 55 44.6
 HY2283;SPC KY N     -    93,063.860   643,564.536   MT  0.99996507   +1 01 17.1
 HY2283;SPC KY N     -   305,327.01  2,111,427.98   sFT  0.99996507   +1 01 17.1
 HY2283;SPC WV S     -   148,491.730   459,410.564   MT  0.99992876   -0 59 38.6
 HY2283;SPC OH S     -    36,298.234   590,554.197   MT  1.00010469   -0 04 06.7
 HY2283;UTM  17      - 4,243,310.532   359,445.431   MT  0.99984330   -0 59 50.5
 HY2283
 HY2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2283!SPC KY1Z     -   0.99995781  x   0.99993578  =   0.99989359
 HY2283!SPC KY N     -   0.99995781  x   0.99996507  =   0.99992288
 HY2283!SPC WV S     -   0.99995781  x   0.99992876  =   0.99988657
 HY2283!SPC OH S     -   0.99995781  x   1.00010469  =   1.00006249
 HY2283!UTM  17      -   0.99995781  x   0.99984330  =   0.99980111
 HY2283
 HY2283:                Primary Azimuth Mark                     Grid Az
 HY2283:SPC KY1Z     -  LOCKWOOD AZ MK                           065 51 54.5
 HY2283:SPC KY N     -  LOCKWOOD AZ MK                           066 46 22.0
 HY2283:SPC WV S     -  LOCKWOOD AZ MK                           068 47 17.7
 HY2283:SPC OH S     -  LOCKWOOD AZ MK                           067 51 45.8
 HY2283:UTM  17      -  LOCKWOOD AZ MK                           068 47 29.6
 HY2283
 HY2283|---------------------------------------------------------------------|
 HY2283| PID    Reference Object                     Distance      Geod. Az  |
 HY2283|                                                           dddmmss.s |
 HY2283| DB9628 LOCKWOOD AZ MK                                     0674739.1 |
 HY2283| DB9629 LOCKWOOD RM 1                        11.000 METERS 20636     |
 HY2283| HY2293 FANNIN                              APPROX.11.2 KM 2125935.6 |
 HY2283| DB9630 LOCKWOOD RM 2                         8.095 METERS 30632     |
 HY2283|---------------------------------------------------------------------|
 HY2283
 HY2283                          SUPERSEDED SURVEY CONTROL
 HY2283
 HY2283  NAD 83(1986)-  38 19 36.87633(N)    082 36 28.85192(W) AD(       ) 2
 HY2283  NAD 27      -  38 19 36.57700(N)    082 36 29.28800(W) AD(       ) 2
 HY2283
 HY2283.Superseded values are not recommended for survey control.
 HY2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2283.See file dsdata.txt to determine how the superseded data were derived.
 HY2283
 HY2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC5944543311(NAD 83)
 HY2283_MARKER: DS = TRIANGULATION STATION DISK
 HY2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2283
 HY2283  HISTORY     - Date     Condition        Report By
 HY2283  HISTORY     - 1949     MONUMENTED       CGS
 HY2283  HISTORY     - 1953     GOOD             CGS
 HY2283
 HY2283                          STATION DESCRIPTION
 HY2283
 HY2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2283'STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF GRAYSON, 7 MILES
 HY2283'SOUTHEAST OF CANNONSBURG AND 7 MILES SOUTH OF CATLETTSBURG, ON THE
 HY2283'HIGHEST POINT OF A HILL AT THE WEST END OF AN ORCHARD.  IT IS 32 FEET
 HY2283'NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 HY2283'AND THE DISK IS STAMPED LOCKWOOD 1949.
 HY2283'
 HY2283'REFERENCE MARK NO.1 IS ABOUT 25 FEET EAST OF WEST END OF ORCHARD.THE
 HY2283'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LOCKWOOD NO 1
 HY2283'1949.
 HY2283'
 HY2283'REFERENCE MARK NO.2 IS ABOUT 15 FEET SOUTHWEST OF WEST END OF
 HY2283'ORCHARD. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 HY2283'LOCKWOOD NO 2 1949.
 HY2283'
 HY2283'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NORTHEAST OF STATION, 64 FEET
 HY2283'SOUTHWEST OF A GATE INTO ORCHARD, 2 FEET NORTHWEST OF A WHITE
 HY2283'WITNESS POST AND 1 FOOT SOUTHWEST OF A FENCE LINE.  THE MARK
 HY2283'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LOCKWOOD 1949.
 HY2283'
 HY2283'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HY2283'HIGHWAY 180 IN CANNONSBURG, GO SOUTH ON HIGHWAY 180 FOR 2.5 MILES TO
 HY2283'THE JUNCTION OF U.S. HIGHWAY 23.  TURN LEFT ON HIGHWAY 23 AND GO
 HY2283'EAST FOR 6.9 MILES TO THE JUNCTION OF STATE HIGHWAY 3, TURN RIGHT ON
 HY2283'HIGHWAY 3 AND GO SOUTH FOR 4.9 MILES TO A PAVED T ROAD RIGHT, TURN
 HY2283'RIGHT ON PAVED ROAD AND GO WEST FOR 1.4 MILES TO A FARM HOUSE ON
 HY2283'RIGHT.  FROM HERE PACK UP VALLEY TO THE NORTH FOR APPROXIMATELY 1.0
 HY2283'MILE TO AN ORCHARD ON HILL TOP.  AZIMUTH MARK IS AT EAST END OF
 HY2283'ORCHARD AS DESCRIBED AND STATION MARK IS AT WEST END OF ORCHARD AS
 HY2283'DESCRIBED. THIS IS APPROXIMATELY 1/2 HOUR PACK.
 HY2283'
 HY2283'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HY2283
 HY2283                          STATION RECOVERY (1953)
 HY2283
 HY2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 HY2283'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2374 ***********************************************************************
 HY2374  DESIGNATION -  LOCUST
 HY2374  PID         -  HY2374
 HY2374  STATE/COUNTY-  KY/ELLIOTT
 HY2374  USGS QUAD   -  BRUIN (1978)
 HY2374
 HY2374                         *CURRENT SURVEY CONTROL
 HY2374  ___________________________________________________________________
 HY2374* NAD 83(1993)-  38 08 18.63104(N)    083 01 57.20471(W)     ADJUSTED  
 HY2374* NAVD 88     -       404.     (meters)    1325.     (feet)  VERTCON   
 HY2374  ___________________________________________________________________
 HY2374  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 HY2374  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY2374
 HY2374  HORZ ORDER  -  SECOND
 HY2374
 HY2374.The horizontal coordinates were established by classical geodetic methods
 HY2374.and adjusted by the National Geodetic Survey in December 1995..
 HY2374
 HY2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2374
 HY2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2374
 HY2374.The geoid height was determined by GEOID03.
 HY2374
 HY2374;                    North         East     Units Scale Factor Converg.
 HY2374;SPC KY1Z     - 1,203,811.688 1,738,176.278   MT  0.99991537   +1 40 06.3
 HY2374;SPC KY1Z     - 3,949,505.51  5,702,666.67   sFT  0.99991537   +1 40 06.3
 HY2374;SPC KY N     -    71,577.549   606,724.186   MT  0.99997845   +0 45 26.4
 HY2374;SPC KY N     -   234,834.01  1,990,560.93   sFT  0.99997845   +0 45 26.4
 HY2374;UTM  17      - 4,223,134.672   321,874.148   MT  0.99999078   -1 15 20.0
 HY2374
 HY2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2374!SPC KY1Z     -   0.99994174  x   0.99991537  =   0.99985711
 HY2374!SPC KY N     -   0.99994174  x   0.99997845  =   0.99992019
 HY2374!UTM  17      -   0.99994174  x   0.99999078  =   0.99993252
 HY2374
 HY2374|---------------------------------------------------------------------|
 HY2374| PID    Reference Object                     Distance      Geod. Az  |
 HY2374|                                                           dddmmss.s |
 HY2374| HY2375 TT 7 HF                              11.096 METERS 10353     |
 HY2374| DB9631 LOCUST RM 1                          15.623 METERS 17438     |
 HY2374| HY2376 FAN                                 APPROX. 9.0 KM 2053145.9 |
 HY2374|---------------------------------------------------------------------|
 HY2374
 HY2374                          SUPERSEDED SURVEY CONTROL
 HY2374
 HY2374  NAD 83(1986)-  38 08 18.63695(N)    083 01 57.20961(W) AD(       ) 2
 HY2374  NAD 27      -  38 08 18.33410(N)    083 01 57.59850(W) AD(       ) 2
 HY2374  NGVD 29 (07/19/86)  404.     (m)         1325.     (f) VERT ANG       
 HY2374
 HY2374.Superseded values are not recommended for survey control.
 HY2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2374.See file dsdata.txt to determine how the superseded data were derived.
 HY2374
 HY2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC2187423135(NAD 83)
 HY2374_MARKER: DS = TRIANGULATION STATION DISK
 HY2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2374_STAMPING: LOCUST 1949
 HY2374_MARK LOGO: CGS   
 HY2374
 HY2374  HISTORY     - Date     Condition        Report By
 HY2374  HISTORY     - 1949     MONUMENTED       CGS
 HY2374  HISTORY     - 1964     GOOD             CGS
 HY2374
 HY2374                          STATION DESCRIPTION
 HY2374
 HY2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2374'THE STATION IS LOCATED ON THE HIGHEST POINT OF LOCUST KNOB, ABOUT 6
 HY2374'MILES NORTHEAST OF SANDY HOOK ON PROPERTY OWNED BY LEONARD JUSTICE.
 HY2374'IT IS 41 FEET NORTHWEST OF A 8 INCH HICKORY TREE, 36 FEET SOUTHWEST
 HY2374'OF A 10 INCH OAK TREE , 9 FEET SOUTH OF A 8 INCH GUM TREE AND 8 FEET
 HY2374'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 8 INCHES
 HY2374'AND THE DISK IS STAMPED---LOCUST 1949.
 HY2374'
 HY2374'REFERENCE MARK NO.1 IS 16 FEET SOUTH OF A 8 INCH HICKORY TREE.  THE
 HY2374'MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HY2374'STAMPED---LOCUST NO 1 1949.
 HY2374'
 HY2374'TT 7 HF (USGS) BM IS 29 FEET EAST OF A WHITE WITNESS POST A 8 FEET
 HY2374'SOUTHEAST OF A 10 INCH OAK TREE.  THE MARK IS A 6 X 6 INCH CONCRETE
 HY2374'POST WHICH PROJECTS ABOUT 3 INCHES AND THE DISK IS A STANDARD USGS
 HY2374'BENCH MARK DISK STAMPED---TT 7 HF 1949.
 HY2374'
 HY2374'TT 5 HF (USGS) BM IS 64 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 HY2374'SCHOOL, 59 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 26
 HY2374'FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 409, 6 FEET NORTH OF
 HY2374'A CONCRETE WALK AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 HY2374'IS A CONCRETE POST 6 X 6 INCHES SQUARE WHICH PROJECTS ABOUT 2 INCHES
 HY2374'AND THE DISK IS A STANDARD USGC BENCH MARK DISK STAMPED---TT 5 HF
 HY2374'1949.
 HY2374'
 HY2374'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND U.S.
 HY2374'HIGHWAY 60 IN GRAYSON, GO SOUTHWEST ON HIGHWAY 7 FOR 14.6 MILES TO
 HY2374'THE JUNCTION OF STATE HIGHWAY 409, TURN LEFT AND GO SOUTH ON HIGHWAY
 HY2374'409 FOR 1.45 MILES TO A SCHOOL ON THE LEFT AND TT 5 HF (USGS) BM AS
 HY2374'DESCRIBED, CONTINUE ON HIGHWAY 409 FOR 1.55 MILES TO A STEEP GRADE
 HY2374'AND A SHARP CURVE TO THE LEFT, AT THIS POINT THERE IS A T DIRT ROAD
 HY2374'RIGHT AND A WOODS ROAD SHARP RIGHT, TURN SHARP RIGHT AND FOLLOW
 HY2374'WOODS ROAD UP STEEP RIDGE IN A WESTERLY DIRECTION FOR ABOUT 0.1
 HY2374'MILE TO TOP OF RIDGE, TURN RIGHT AND GO WEST AND NORTH ALONG DIM
 HY2374'ROAD FOLLOWING TOP OF RIDGE FOR ABOUT 0.2 MILE TO THE HIGHEST POINT
 HY2374'OF HILL AND THE STATION AS DESCRIBED.
 HY2374'
 HY2374'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 HY2374
 HY2374                          STATION RECOVERY (1964)
 HY2374
 HY2374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EB)
 HY2374'STATION, REFERENCE MARK NO 1, TT 7 HF(USGS) AND TT 5 HF(USGS) WERE ALL
 HY2374'FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE DIRECTION TO TT5HF
 HY2374'COULD NOT BE CHECKED DUE TO WOODED AREA.
 HY2374'
 HY2374'THE OLD DESCRIPTION AND TO REACH IS ADEQUATE.
 HY2374'
 HY2374'DISTANCE TO TT 7 HF FAILED TO CHECK 1949 DISTANCES AS NOTED.
 HY2374'
 HY2374'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2912 ***********************************************************************
 DH2912  DESIGNATION -  LOCUST GROVE CORPS OF DISCOVERY
 DH2912  PID         -  DH2912
 DH2912  STATE/COUNTY-  KY/JEFFERSON
 DH2912  USGS QUAD   -  JEFFERSONVILLE (1993)
 DH2912
 DH2912                         *CURRENT SURVEY CONTROL
 DH2912  ___________________________________________________________________
 DH2912* NAD 83(1993)-  38 17 15.36543(N)    085 39 46.50776(W)     ADJUSTED  
 DH2912* NAVD 88     -       169.2    (meters)     555.     (feet)  GPS OBS   
 DH2912  ___________________________________________________________________
 DH2912  X           -     379,089.802 (meters)                     COMP
 DH2912  Y           -  -4,998,464.117 (meters)                     COMP
 DH2912  Z           -   3,930,634.818 (meters)                     COMP
 DH2912  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 DH2912  ELLIP HEIGHT-         135.88  (meters)          (05/04/05) GPS OBS
 DH2912  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DH2912
 DH2912  HORZ ORDER  -  FIRST
 DH2912  ELLP ORDER  -  FOURTH    CLASS II
 DH2912
 DH2912.The horizontal coordinates were established by GPS observations
 DH2912.and adjusted by the National Geodetic Survey in May 2005..
 DH2912
 DH2912.The orthometric height was determined by GPS observations and a
 DH2912.high-resolution geoid model.
 DH2912
 DH2912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2912
 DH2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2912
 DH2912.The ellipsoidal height was determined by GPS observations
 DH2912.and is referenced to NAD 83.
 DH2912
 DH2912.The geoid height was determined by GEOID03.
 DH2912
 DH2912;                    North         East     Units Scale Factor Converg.
 DH2912;SPC KY1Z     - 1,216,895.358 1,507,618.057   MT  0.99993063   +0 03 12.5
 DH2912;SPC KY1Z     - 3,992,430.85  4,946,243.58   sFT  0.99993063   +0 03 12.5
 DH2912;SPC KY N     -    88,369.211   376,395.020   MT  0.99996697   -0 52 44.1
 DH2912;SPC KY N     -   289,924.65  1,234,889.33   sFT  0.99996697   -0 52 44.1
 DH2912;UTM  16      - 4,238,571.282   616,934.701   MT  0.99976840   +0 49 42.8
 DH2912
 DH2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2912!SPC KY1Z     -   0.99997868  x   0.99993063  =   0.99990931
 DH2912!SPC KY N     -   0.99997868  x   0.99996697  =   0.99994565
 DH2912!UTM  16      -   0.99997868  x   0.99976840  =   0.99974708
 DH2912
 DH2912                          SUPERSEDED SURVEY CONTROL
 DH2912
 DH2912.No superseded survey control is available for this station.
 DH2912
 DH2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1693538571(NAD 83)
 DH2912_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DH2912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2912_STAMPING: CORPS OF DISCOVERY II
 DH2912_MARK LOGO: NGS   
 DH2912_PROJECTION: FLUSH
 DH2912_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2912+STABILITY: SURFACE MOTION
 DH2912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2912+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 DH2912
 DH2912  HISTORY     - Date     Condition        Report By
 DH2912  HISTORY     - 20041105 MONUMENTED       KAPS
 DH2912  HISTORY     - 20050806 GOOD             GEOCAC
 DH2912
 DH2912                          STATION DESCRIPTION
 DH2912
 DH2912'DESCRIBED BY KENTUCKY ASSOC PROF SURV 2004 (JRM)
 DH2912'THE STATION IS LOCATED AT LOCUST GROVE, A NATIONAL HISTORIC LANDMARK
 DH2912'IN LOUISVILLE, KY.
 DH2912' 
 DH2912'SITE IS OWNED BY JEFFERSON COUNTY, AND OPERATED BY HISTORIC LOCUST
 DH2912'GROVE, INC.
 DH2912' 
 DH2912'TO REACH THE STATION FROM THE INTERSECTION OF THE WATTERSON EXPRESSWAY
 DH2912'(I-264) AND  BROWNSBORO ROAD (U. S. 42), GO E ON BROWNSBORO ROAD TO
 DH2912'THE THIRD TRAFFIC LIGHT. TURN  RIGHT ONTO BLANKENBAKER LANE. LOCUST
 DH2912'GROVE WILL COME INTO VIEW WITHIN ABOUT 1-1/2  MILES, JUST AS YOU CREST
 DH2912'A SMALL RIDGE. MAKE A RIGHT TURN INTO THE PARKING LOT, JUST  AFTER
 DH2912'PASSING THE HISTORIC HOUSE.  CONTINUE ON TO SECOND PARKING LOT IN
 DH2912'FRONT OF  VISITOR'S CENTER.
 DH2912' 
 DH2912'THE STATION IS IN THE CENTERLINE OF A 10 FT WIDE CONCRETE SIDEWALK TO
 DH2912'ENTRANCE OF  VISITOR'S CENTER.  IT IS 23 FT W OF BOTTOM OF STEPS TO
 DH2912'VISITOR'S CENTER ENTRANCE, 44 FT W OF  FLAGPOLE IN ISLAND IN CENTER OF
 DH2912'PARKING LOT, AND 3 FT E FROM WESTERN TERMINUS OF  ENTRANCE SIDEWALK.
 DH2912
 DH2912                          STATION RECOVERY (2005)
 DH2912
 DH2912'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 DH2912'THE DISK IS 44 FEET EAST OF THE FLAGPOLE, OTHERWISE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1350 ***********************************************************************
 HA1350  DESIGNATION -  LODIBURG
 HA1350  PID         -  HA1350
 HA1350  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1350  USGS QUAD   -  LODIBURG (1953)
 HA1350
 HA1350                         *CURRENT SURVEY CONTROL
 HA1350  ___________________________________________________________________
 HA1350* NAD 83(1993)-  37 53 11.35606(N)    086 23 35.54212(W)     ADJUSTED  
 HA1350* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 HA1350  ___________________________________________________________________
 HA1350  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 HA1350  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HA1350
 HA1350  HORZ ORDER  -  SECOND
 HA1350
 HA1350.The horizontal coordinates were established by classical geodetic methods
 HA1350.and adjusted by the National Geodetic Survey in December 1995..
 HA1350
 HA1350.The orthometric height was scaled from a topographic map.
 HA1350
 HA1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1350
 HA1350.The geoid height was determined by GEOID03.
 HA1350
 HA1350;                    North         East     Units Scale Factor Converg.
 HA1350;SPC KY1Z     - 1,172,567.745 1,443,424.478   MT  0.99990496   -0 23 41.7
 HA1350;SPC KY1Z     - 3,846,999.34  4,735,635.14   sFT  0.99990496   -0 23 41.7
 HA1350;SPC KY S     -   672,558.398   443,419.554   MT  0.99999179   -0 23 24.3
 HA1350;SPC KY S     - 2,206,552.01  1,454,785.65   sFT  0.99999179   -0 23 24.3
 HA1350;UTM  16      - 4,193,394.238   553,357.140   MT  0.99963506   +0 22 21.5
 HA1350
 HA1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1350!SPC KY1Z     -   0.99996869  x   0.99990496  =   0.99987366
 HA1350!SPC KY S     -   0.99996869  x   0.99999179  =   0.99996048
 HA1350!UTM  16      -   0.99996869  x   0.99963506  =   0.99960376
 HA1350
 HA1350|---------------------------------------------------------------------|
 HA1350| PID    Reference Object                     Distance      Geod. Az  |
 HA1350|                                                           dddmmss.s |
 HA1350| CG8831 LODIBURG RM 1                        26.868 METERS 05643     |
 HA1350| CG8830 LODIBURG AZ MK                                     3144424.9 |
 HA1350| CG8832 LODIBURG RM 2                        21.113 METERS 32551     |
 HA1350|---------------------------------------------------------------------|
 HA1350
 HA1350                          SUPERSEDED SURVEY CONTROL
 HA1350
 HA1350  NAD 83(1986)-  37 53 11.36489(N)    086 23 35.54802(W) AD(       ) 2
 HA1350  NAD 27      -  37 53 11.14400(N)    086 23 35.63500(W) AD(       ) 2
 HA1350
 HA1350.Superseded values are not recommended for survey control.
 HA1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1350.See file dsdata.txt to determine how the superseded data were derived.
 HA1350
 HA1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG5335793394(NAD 83)
 HA1350_MARKER: DS = TRIANGULATION STATION DISK
 HA1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1350
 HA1350  HISTORY     - Date     Condition        Report By
 HA1350  HISTORY     - 1950     MONUMENTED       CGS
 HA1350  HISTORY     - 19890713 POOR             USGS
 HA1350
 HA1350                          STATION DESCRIPTION
 HA1350
 HA1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1350'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF HARDINSBURG AND 6 MILES
 HA1350'WEST OF IRVINGTON ON THE PROPERTY OF G.R.FRENCH.  IT IS 70 FEET
 HA1350'SOUTH OF THE SOUTHWEST CORNER OF A BARN AND 9 FEET EAST OF A FENCE
 HA1350'LINE AND WHITE WITNESS POST. THE MARK IS FLUSH WITH THE GROUND AND
 HA1350'THE DISK IS STAMPED LODIBURG 1950.
 HA1350'
 HA1350'REFERENCE MARK NO.1 IS 67 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HA1350'BARN AND 28 FEET NORTHWEST OF A 24-INCH OAK TREE.  THE MARK IS
 HA1350'FLUSH WITH THE GROUND AND THE DISK IS STAMPED LODIBURG NO 1 1950.
 HA1350'
 HA1350'REFERENCE MARK NO.2 IS 17 FEET WEST OF THE SOUTHWEST CORNER OF BARN
 HA1350'AND IS IN A FENCE CORNER. THE MARK IS FLUSH WITH THE GROUND AND THE
 HA1350'DISK IS STAMPED LODIBURG NO 2 1950.
 HA1350'
 HA1350'AZIMUTH MARK IS 16 FEET WEST OF CENTER OF A GRAVEL ROAD, 14 FEET
 HA1350'NORTH OF CENTER OF A FARM DRIVE, 3 FEET NORTH OF A FENCE CORNER
 HA1350'AND 2 FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2
 HA1350'INCHES AND THE DISK IS STAMPED LODIBURG 1950.
 HA1350'
 HA1350'TO REACH STATION FROM THE L AND N RAILROAD DEPOT IN IRVINGTON, GO
 HA1350'NORTHWEST AND NORTH ON U.S.HIGHWAY 60 FOR 0.35 MILE TO A GRAVEL T
 HA1350'ROAD LEFT NEAR A CONCRETE BLOCK BUILDING ON LEFT, TURN LEFT ON GRAVEL
 HA1350'ROAD AND GO WEST AND NORTHWEST FOR 3.0 MILES TO A T ROAD
 HA1350'INTERSECTION, TURN LEFT AND GO WEST FOR 0.3 MILE TO A GRAVEL T ROAD
 HA1350'RIGHT JUST BEFORE REACHING A RAILROAD CROSSING IN THE SMALL
 HA1350'VILLAGE OF WEBSTER, TURN RIGHT AND GO 4.15 MILES TO THE SMALL VILLAGE
 HA1350'OF LODIBURG, CONTINUE AHEAD FOR 0.05 MILE TO A REVERSE Y ROAD
 HA1350'FORK, TURN SHARP LEFT UNDER A RAILROAD OVERPASS AND GO 0.7 MILE TO A
 HA1350'SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO THE
 HA1350'AZIMUTH MARK ON RIGHT NEAR FARM DRIVE AS DESCRIBED, CONTINUE
 HA1350'AHEAD ON GRAVEL ROAD FOR 0.35 MILE TO A FARM DRIVE LEFT, TURN LEFT
 HA1350'AND GO 0.2 MILE TO THE HOME OF G.R.FRENCH AND STATION NEAR BARN
 HA1350'AS DESCRIBED.
 HA1350'
 HA1350'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HA1350
 HA1350                          STATION RECOVERY (1989)
 HA1350
 HA1350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (VPT)
 HA1350'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2922 ***********************************************************************
 GZ2922  DESIGNATION -  LOGANA
 GZ2922  PID         -  GZ2922
 GZ2922  STATE/COUNTY-  KY/JESSAMINE
 GZ2922  USGS QUAD   -  COLETOWN (1993)
 GZ2922
 GZ2922                         *CURRENT SURVEY CONTROL
 GZ2922  ___________________________________________________________________
 GZ2922* NAD 83(1993)-  37 53 09.72856(N)    084 28 12.07981(W)     ADJUSTED  
 GZ2922* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 GZ2922  ___________________________________________________________________
 GZ2922  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 GZ2922  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GZ2922
 GZ2922  HORZ ORDER  -  THIRD
 GZ2922
 GZ2922.The horizontal coordinates were established by classical geodetic methods
 GZ2922.and adjusted by the National Geodetic Survey in December 1995..
 GZ2922
 GZ2922.The orthometric height was scaled from a topographic map.
 GZ2922
 GZ2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2922
 GZ2922.The geoid height was determined by GEOID03.
 GZ2922
 GZ2922;                    North         East     Units Scale Factor Converg.
 GZ2922;SPC KY1Z     - 1,173,094.695 1,612,583.128   MT  0.99990496   +0 47 09.1
 GZ2922;SPC KY1Z     - 3,848,728.18  5,290,616.48   sFT  0.99990496   +0 47 09.1
 GZ2922;SPC KY N     -    42,871.820   480,644.807   MT  1.00001318   -0 08 12.7
 GZ2922;SPC KY N     -   140,655.30  1,576,915.50   sFT  1.00001318   -0 08 12.7
 GZ2922;SPC KY S     -   673,078.345   612,592.982   MT  0.99999171   +0 46 34.5
 GZ2922;SPC KY S     - 2,208,257.87  2,009,815.48   sFT  0.99999171   +0 46 34.5
 GZ2922;UTM  16      - 4,196,188.168   722,486.543   MT  1.00020972   +1 33 15.4
 GZ2922
 GZ2922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2922!SPC KY1Z     -   0.99995761  x   0.99990496  =   0.99986258
 GZ2922!SPC KY N     -   0.99995761  x   1.00001318  =   0.99997079
 GZ2922!SPC KY S     -   0.99995761  x   0.99999171  =   0.99994933
 GZ2922!UTM  16      -   0.99995761  x   1.00020972  =   1.00016733
 GZ2922
 GZ2922|---------------------------------------------------------------------|
 GZ2922| PID    Reference Object                     Distance      Geod. Az  |
 GZ2922|                                                           dddmmss.s |
 GZ2922| DB9633 LOGANA RM 1                          27.647 METERS 08949     |
 GZ2922| DB9634 LOGANA RM 2                          20.295 METERS 21016     |
 GZ2922| GZ2925 TT 34 WR USGS 1951                   75.153 METERS 25501     |
 GZ2922| GZ2999 NICHOLASVILLE S MUN STANDPIPE       APPROX. 9.3 KM 2640716.1 |
 GZ2922| GZ2995 NICHOLASVILLE JESSAMINE CTHSE       APPROX. 9.1 KM 2662103.0 |
 GZ2922| GZ2998 NICHOLASVILLE N MUN STANDPIPE       APPROX. 8.1 KM 2701856.9 |
 GZ2922| GZ2997 NICHOLASVILLE MUN PWR PLT STK       APPROX. 8.8 KM 2703724.4 |
 GZ2922| DB9632 LOGANA AZ MK                                       2822517.8 |
 GZ2922|---------------------------------------------------------------------|
 GZ2922
 GZ2922                          SUPERSEDED SURVEY CONTROL
 GZ2922
 GZ2922  NAD 83(1986)-  37 53 09.73621(N)    084 28 12.08538(W) AD(       ) 3
 GZ2922  NAD 27      -  37 53 09.45100(N)    084 28 12.31700(W) AD(       ) 3
 GZ2922
 GZ2922.Superseded values are not recommended for survey control.
 GZ2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2922.See file dsdata.txt to determine how the superseded data were derived.
 GZ2922
 GZ2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2248796188(NAD 83)
 GZ2922_MARKER: DS = TRIANGULATION STATION DISK
 GZ2922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2922
 GZ2922  HISTORY     - Date     Condition        Report By
 GZ2922  HISTORY     - 1951     MONUMENTED       USGS
 GZ2922  HISTORY     - 1965     GOOD             CGS
 GZ2922
 GZ2922                          STATION DESCRIPTION
 GZ2922
 GZ2922'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (LWS)
 GZ2922'STATION IS LOCATED ABOUT 11 MILES SOUTH OF LEXINGTON AND 5-1/2 MILES
 GZ2922'EAST OF NICHOLASVILLE.  IT IS 219 FEET NORTHEAST OF THE
 GZ2922'INTERSECTION OF STATE HIGHWAY 169 AND A PAVED T ROAD SOUTH, 69 FEET
 GZ2922'WEST OF A TELEPHONE POLE, 33 FEET NORTH OF THE CENTER OF HIGHWAY
 GZ2922'169 AND 5 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 GZ2922'THE DISK IS STAMPED LOGANA 1951.
 GZ2922'
 GZ2922'REFERENCE MARK NO. 1 IS 31 FEET NORTH OF THE CENTER OF HIGHWAY 169
 GZ2922'AND 22 FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT
 GZ2922'2 INCHES AND THE DISK IS STAMPED LOGANA NO. 1 1951.
 GZ2922'
 GZ2922'REFERENCE MARK NO. 2 IS 55 FEET EAST OF A POWER LINE POLE AND 24 FEET
 GZ2922'SOUTH OF THE CENTER OF HIGHWAY 169.  THE MARK PROJECTS ABOUT 2
 GZ2922'INCHES AND THE DISK IS STAMPED LOGANA NO. 2 1951.
 GZ2922'
 GZ2922'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF HIGHWAY 169, 5 FEET
 GZ2922'NORTHWEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE AND 1 FOOT
 GZ2922'NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 GZ2922'AND THE DISK IS STAMPED LOGANA 1951.
 GZ2922'
 GZ2922'TT 34 WR (USGS) BM IS 40 FEET SOUTHWEST OF THE INTERSECTION OF
 GZ2922'HIGHWAY 169 AND A PAVED T ROAD SOUTH, 19 FEET SOUTHEAST OF A POWER
 GZ2922'LINE POLE AND 4 FEET NORTHEAST OF AN 8 INCH LOCUST TREE.  THE MARK IS
 GZ2922'AN 8X8 INCH CONCRETE POST THAT PROJECTS ABOUT 3 INCHES.  THE DISK IS
 GZ2922'A STANDARD BRONZE USGS BENCH MARK DISK SET IN THE TOP OF THE CONCRETE
 GZ2922'POST AND IS STAMPED 34 WR 1950 TT 985.
 GZ2922'
 GZ2922'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 (MAIN
 GZ2922'STREET) AND STATE HIGHWAY 169 (RICHMOND AVE.) IN
 GZ2922'NICHOLASVILLE, GO EAST ON HIGHWAY 169 FOR 0.45 MILE TO A PAVED CROSS
 GZ2922'STREET, CONTINUE AHEAD FOR 2.25 MILES TO A CROSSROAD,
 GZ2922'CONTINUE AHEAD FOR 1.1 MILES TO A SIDE ROAD LEFT, CONTINUE AHEAD FOR
 GZ2922'1.7 MILES TO ANOTHER SIDE ROAD LEFT, CONTINUE AHEAD FOR 0.65 MILE
 GZ2922'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE AHEAD FOR 0.2
 GZ2922'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GZ2922'
 GZ2922'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GZ2922
 GZ2922                          STATION RECOVERY (1965)
 GZ2922
 GZ2922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GZ2922'RECOVERY--IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2731 ***********************************************************************
 GC2731  CBN         -  This is a Cooperative Base Network Control Station.
 GC2731  PACS        -  This is a Primary Airport Control Station.
 GC2731  DESIGNATION -  LOGANPORT
 GC2731  PID         -  GC2731
 GC2731  STATE/COUNTY-  KY/LOGAN
 GC2731  USGS QUAD   -  DENNIS (1983)
 GC2731
 GC2731                         *CURRENT SURVEY CONTROL
 GC2731  ___________________________________________________________________
 GC2731* NAD 83(1993)-  36 47 51.90895(N)    086 48 54.14427(W)     ADJUSTED  
 GC2731* NAVD 88     -       208.50   (meters)     684.1    (feet)  GPS OBS   
 GC2731  ___________________________________________________________________
 GC2731  X           -     284,109.282 (meters)                     COMP
 GC2731  Y           -  -5,105,713.398 (meters)                     COMP
 GC2731  Z           -   3,799,551.326 (meters)                     COMP
 GC2731  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 GC2731  ELLIP HEIGHT-         178.63  (meters)          (11/03/04) GPS OBS
 GC2731  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GC2731
 GC2731  HORZ ORDER  -  B
 GC2731  ELLP ORDER  -  THIRD     CLASS I
 GC2731
 GC2731.This mark is at Russellville-Logan County Airport (4M7)
 GC2731
 GC2731.The horizontal coordinates were established by GPS observations
 GC2731.and adjusted by the National Geodetic Survey in September 1994..
 GC2731
 GC2731.The orthometric height was determined by GPS observations and a
 GC2731.high-resolution geoid model.
 GC2731
 GC2731.GPS derived orthometric heights for airport stations designated as
 GC2731.PACS or SACS are published to 2 decimal places.  This maintains
 GC2731.centimeter relative accuracy between the PACS and SACS.  It does
 GC2731.not indicate centimeter accuracy relative to other marks which are
 GC2731.part of the NAVD 88 network.
 GC2731
 GC2731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2731
 GC2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2731
 GC2731.The ellipsoidal height was determined by GPS observations
 GC2731.and is referenced to NAD 83.
 GC2731
 GC2731.The geoid height was determined by GEOID03.
 GC2731
 GC2731;                    North         East     Units Scale Factor Converg.
 GC2731;SPC KY1Z     - 1,052,087.393 1,404,942.914   MT  1.00008057   -0 39 14.0
 GC2731;SPC KY1Z     - 3,451,723.39  4,609,383.54   sFT  1.00008057   -0 39 14.0
 GC2731;SPC KY S     -   552,074.053   404,951.573   MT  0.99998893   -0 38 45.3
 GC2731;SPC KY S     - 1,811,262.96  1,328,578.62   sFT  0.99998893   -0 38 45.3
 GC2731;UTM  16      - 4,072,452.732   516,500.500   MT  0.99960335   +0 06 38.8
 GC2731
 GC2731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2731!SPC KY1Z     -   0.99997197  x   1.00008057  =   1.00005254
 GC2731!SPC KY S     -   0.99997197  x   0.99998893  =   0.99996090
 GC2731!UTM  16      -   0.99997197  x   0.99960335  =   0.99957533
 GC2731
 GC2731:                Primary Azimuth Mark                     Grid Az
 GC2731:SPC KY1Z     -  LOGANPORT AZ MK                          064 09 45.6
 GC2731:SPC KY S     -  LOGANPORT AZ MK                          064 09 16.9
 GC2731:UTM  16      -  LOGANPORT AZ MK                          063 23 52.8
 GC2731
 GC2731|---------------------------------------------------------------------|
 GC2731| PID    Reference Object                     Distance      Geod. Az  |
 GC2731|                                                           dddmmss.s |
 GC2731| GC2732 LOGANPORT AZ MK                     APPROX. 0.9 KM 0633031.6 |
 GC2731| AE2416 4M7 A                               470.401 METERS 0644544.3 |
 GC2731|---------------------------------------------------------------------|
 GC2731
 GC2731                          SUPERSEDED SURVEY CONTROL
 GC2731
 GC2731  ELLIP H (09/07/94)  178.64   (m)                       GP(       ) 4 1
 GC2731  NAD 83(1993)-  36 47 51.91805(N)    086 48 54.15104(W) AD(       ) 3
 GC2731  NAD 83(1986)-  36 47 51.91974(N)    086 48 54.14970(W) AD(       ) 3
 GC2731  NGVD 29 (11/06/89)  208.5    (m)          684.     (f) GPS OBS        
 GC2731
 GC2731.Superseded values are not recommended for survey control.
 GC2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2731.See file dsdata.txt to determine how the superseded data were derived.
 GC2731
 GC2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1650072453(NAD 83)
 GC2731_MARKER: I = METAL ROD
 GC2731_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GC2731_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GC2731_STAMPING: LOGANPORT 1989
 GC2731_MARK LOGO: NGS   
 GC2731_PROJECTION: FLUSH
 GC2731_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2731+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 GC2731_ROD/PIPE-DEPTH: 11.5 meters
 GC2731_SLEEVE-DEPTH  : 0.90 meters
 GC2731
 GC2731  HISTORY     - Date     Condition        Report By
 GC2731  HISTORY     - 1989     MONUMENTED       NGS
 GC2731  HISTORY     - 19931115 GOOD             NGS
 GC2731  HISTORY     - 19940124 GOOD
 GC2731  HISTORY     - 19951112 GOOD             LOWE
 GC2731  HISTORY     - 19960803 GOOD             NGS
 GC2731  HISTORY     - 20010919 GOOD             KYDT
 GC2731  HISTORY     - 20021216 GOOD             WOOLPT
 GC2731  HISTORY     - 20060802 GOOD             LNDMRK
 GC2731
 GC2731                          STATION DESCRIPTION
 GC2731
 GC2731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GC2731'THE STATION IS ABOUT 8.0 KM (4.95 MI) SOUTHEAST OF RUSSELLVILLE, AND
 GC2731'ABOUT 0.8 KM (0.50 MI) NORTH OF STATE ROAD 100 AND ON THE GROUNDS OF
 GC2731'THE RUSSELLVILLE-LOGAN COUNTY AIRPORT.  OWNERSHIP--WILSON FLYING
 GC2731'SERVICE, 385 AIRPORT ROAD, RUSSEVILLE, KY 42276, PHONE 502-726-3214.
 GC2731'AIRPORT MANAGER IS JOHN SWANNER.
 GC2731'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 68 AND STATE ROAD
 GC2731'100, EAST OF RUSSELLVILLE, DRIVE SOUTHEAST FOR 7.65 KM (4.75 MI) ON
 GC2731'STATE ROAD 100 TO A PAVED ROAD LEFT.  TURN LEFT AND DRIVE NORTH FOR
 GC2731'0.62 KM (0.40 MI) ON AIRPORT ROAD TO A STOP SIGN AND THE AIRPORT.
 GC2731'TURN LEFT AT THE STOP SIGN AND DRIVE NORTHWEST TO THE JUNCTION OF THE
 GC2731'RAMP AND THE RUNWAY AND THE STATION RIGHT.
 GC2731'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL DRIVEN INTO
 GC2731'THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC PIPE
 GC2731'AND SURROUNED BY A 5-INCH PVC PIPE WITH A LOGO CAP STAMPED---LOGANPORT
 GC2731'1989---. SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.  LOCATED 19.5 M
 GC2731'(64.0 FT) SOUTHEAST OF THE CENTERLINE OF RUNWAY 6, 13.7 M (44.9 FT)
 GC2731'NORTHEAST OF THE CENTER OF THE ENTRANCE RAMP TO RUNWAY, 7.1 M
 GC2731'(23.3 FT) NORTHWEST OF A TAXIWAY LIGHT, 6.5 M (21.3 FT) SOUTH OF THE
 GC2731'FIRST RUNWAY LIGHT NORTHEAST OF RAMP FOR RUNWAY 6, 4.2 M (13.8 FT)
 GC2731'EAST OF THE TAXIWAY LIGHT IN THE NORTHEAST JUNCTION OF RAMP AND RUNWAY
 GC2731'AND 3.8 M (12.5 FT) SOUTH OF A FIBERGLASS WITNESS POST.  NOTE--ACCESS
 GC2731'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GC2731'DESCRIBED BY M.J. WELLSLAGER.
 GC2731
 GC2731                          STATION RECOVERY (1993)
 GC2731
 GC2731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GC2731'THE STATION IS ABOUT 8.0 KM (4.95 MI)  SOUTHEAST OF RUSSELLVILLE, 0.8
 GC2731'KM (0.50 MI)  NORTH OF STATE HIGHWAY 100 AND ON THE GROUNDS OF
 GC2731'RUSSELLVILLE/LOGAN COUNTY AIRPORT.  OWNERSHIP--WILSON FLYING SERVICE,
 GC2731'385 AIRPORT ROAD, RUSSELLVILLE, KY 42276, PHONE 502-726-3214.
 GC2731'AIRPORT MANAGER IS STEVE WILSON.
 GC2731'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC2731'HIGHWAY 100, EAST OF RUSSELLVILLE, GO SOUTHEAST FOR 7.65 KM
 GC2731'(4.75 MI)  ON STATE HIGHWAY 100 TO A PAVED ROAD LEFT, TURN LEFT AND
 GC2731'GO NORTH FOR 0.62 KM (0.40 MI)  ON AIRPORT ROAD TO A STOP SIGN AND
 GC2731'THE AIRPORT, TURN LEFT AT THE STOP SIGN AND GO NORTHWEST TO THE
 GC2731'JUNCTION OF THE RAMP AND THE RUNWAY AND THE STATION RIGHT.
 GC2731'THE STATION IS FLUSH WITH THE GROUND AND ACCESS TO DATUM POINT IS HAD
 GC2731'THROUGH A 5-INCH LOGO CAP.  LOCATED 19.5 M (64.0 FT)  SOUTHEAST OF
 GC2731'THE CENTERLINE OF RUNWAY 6, 13.7 M (44.9 FT)  NORTHEAST OF THE CENTER
 GC2731'OF THE ENTRANCE RAMP TO RUNWAY, 7.1 M (23.3 FT)  NORTHWEST OF A
 GC2731'TAXIWAY LIGHT, 6.5 M (21.3 FT)  OF THE FIRST RUNWAY LIGHT NORTHEAST
 GC2731'OF RAMP FOR RUNWAY 6, 4.2 M (13.8 FT)  EAST OF THE TAXIWAY LIGHT IN
 GC2731'THE NORTHEAST JUNCTION OF RAMP AND RUNWAY AND 3.8 M (12.5 FT)  SOUTH
 GC2731'OF A FIBERGLASS WITNESS POST.
 GC2731
 GC2731                          STATION RECOVERY (1994)
 GC2731
 GC2731'RECOVERED 1994
 GC2731'RECOVERED IN GOOD CONDITION.
 GC2731
 GC2731                          STATION RECOVERY (1995)
 GC2731
 GC2731'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GC2731'RECOVERED AS DESCRIBED.  THIS STATION IS A PRIMARY AIRPORT CONTROL
 GC2731'STATION.
 GC2731
 GC2731                          STATION RECOVERY (1996)
 GC2731
 GC2731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 GC2731'RECOVERED AS DESCRIBED.  THIS STATION IS A PRIMARY AIRPORT CONTROL
 GC2731'STATION.
 GC2731
 GC2731                          STATION RECOVERY (2001)
 GC2731
 GC2731'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (DP)
 GC2731'RECOVERED IN GOOD CONDITION.
 GC2731
 GC2731                          STATION RECOVERY (2002)
 GC2731
 GC2731'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GC2731'RECOVERED AS DESCRIBED.
 GC2731' 
 GC2731'PHONE AREA CODE HAS CHANGED TO 270.   AIRPORT MANAGER PHONE NUMBER IS
 GC2731'NOW 270-726-3214.
 GC2731
 GC2731                          STATION RECOVERY (2006)
 GC2731
 GC2731'RECOVERY NOTE BY LANDMARK SURVEYING INCORPORATED 2006 (DLH)
 GC2731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2732 ***********************************************************************
 GC2732  SACS        -  This is a Secondary Airport Control Station.
 GC2732  DESIGNATION -  LOGANPORT AZ MK
 GC2732  PID         -  GC2732
 GC2732  STATE/COUNTY-  KY/LOGAN
 GC2732  USGS QUAD   -  DENNIS (1983)
 GC2732
 GC2732                         *CURRENT SURVEY CONTROL
 GC2732  ___________________________________________________________________
 GC2732* NAD 83(1993)-  36 48 04.57618(N)    086 48 22.53606(W)     ADJUSTED  
 GC2732* NAVD 88     -       202.40   (meters)     664.0    (feet)  GPS OBS   
 GC2732  ___________________________________________________________________
 GC2732  X           -     284,878.379 (meters)                     COMP
 GC2732  Y           -  -5,105,431.376 (meters)                     COMP
 GC2732  Z           -   3,799,860.353 (meters)                     COMP
 GC2732  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GC2732  ELLIP HEIGHT-         172.53  (meters)          (02/04/97) GPS OBS
 GC2732  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GC2732
 GC2732  HORZ ORDER  -  FIRST
 GC2732  ELLP ORDER  -  FOURTH    CLASS II
 GC2732
 GC2732.This mark is at Russellville-Logan County Airport (4M7)
 GC2732
 GC2732.The horizontal coordinates were established by GPS observations
 GC2732.and adjusted by the National Geodetic Survey in February 1997..
 GC2732
 GC2732.The orthometric height was determined by GPS observations and a
 GC2732.high-resolution geoid model.
 GC2732
 GC2732.GPS derived orthometric heights for airport stations designated as
 GC2732.PACS or SACS are published to 2 decimal places.  This maintains
 GC2732.centimeter relative accuracy between the PACS and SACS.  It does
 GC2732.not indicate centimeter accuracy relative to other marks which are
 GC2732.part of the NAVD 88 network.
 GC2732
 GC2732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2732
 GC2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2732
 GC2732.The ellipsoidal height was determined by GPS observations
 GC2732.and is referenced to NAD 83.
 GC2732
 GC2732.The geoid height was determined by GEOID03.
 GC2732
 GC2732;                    North         East     Units Scale Factor Converg.
 GC2732;SPC KY1Z     - 1,052,468.974 1,405,730.939   MT  1.00007942   -0 38 54.6
 GC2732;SPC KY1Z     - 3,452,975.29  4,611,968.92   sFT  1.00007942   -0 38 54.6
 GC2732;SPC KY S     -   552,455.708   405,739.473   MT  0.99998836   -0 38 26.1
 GC2732;SPC KY S     - 1,812,515.10  1,331,163.59   sFT  0.99998836   -0 38 26.1
 GC2732;UTM  16      - 4,072,844.608   517,282.989   MT  0.99960368   +0 06 57.8
 GC2732
 GC2732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2732!SPC KY1Z     -   0.99997292  x   1.00007942  =   1.00005234
 GC2732!SPC KY S     -   0.99997292  x   0.99998836  =   0.99996128
 GC2732!UTM  16      -   0.99997292  x   0.99960368  =   0.99957662
 GC2732
 GC2732:                Primary Azimuth Mark                     Grid Az
 GC2732:SPC KY1Z     -  LOGANPORT                                244 09 45.2
 GC2732:SPC KY S     -  LOGANPORT                                244 09 16.7
 GC2732:UTM  16      -  LOGANPORT                                243 23 52.8
 GC2732
 GC2732|---------------------------------------------------------------------|
 GC2732| PID    Reference Object                     Distance      Geod. Az  |
 GC2732|                                                           dddmmss.s |
 GC2732| GC2731 LOGANPORT                           APPROX. 0.9 KM 2433050.6 |
 GC2732|---------------------------------------------------------------------|
 GC2732
 GC2732                          SUPERSEDED SURVEY CONTROL
 GC2732
 GC2732  NAD 83(1993)-  36 48 04.57604(N)    086 48 22.53642(W) AD(       ) 3
 GC2732  ELLIP H (12/20/95)  172.53   (m)                       GP(       ) 4 1
 GC2732  NAD 83(1993)-  36 48 04.58532(N)    086 48 22.54273(W) AD(       ) 3
 GC2732  NAD 83(1986)-  36 48 04.58690(N)    086 48 22.54163(W) AD(       ) 3
 GC2732  NGVD 29 (11/06/89)  202.5    (m)          664.     (f) GPS OBS        
 GC2732
 GC2732.Superseded values are not recommended for survey control.
 GC2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2732.See file dsdata.txt to determine how the superseded data were derived.
 GC2732
 GC2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1728372845(NAD 83)
 GC2732_MARKER: I = METAL ROD
 GC2732_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GC2732_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GC2732_STAMPING: LOGANPORT AZ MK 1989
 GC2732_MARK LOGO: NGS   
 GC2732_PROJECTION: FLUSH
 GC2732_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2732+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1996
 GC2732_ROD/PIPE-DEPTH: 4.70 meters
 GC2732_SLEEVE-DEPTH  : 0.9 meters
 GC2732
 GC2732  HISTORY     - Date     Condition        Report By
 GC2732  HISTORY     - 1989     MONUMENTED       NGS
 GC2732  HISTORY     - 19951112 GOOD             LOWE
 GC2732  HISTORY     - 19960803 GOOD             NGS
 GC2732
 GC2732                          STATION DESCRIPTION
 GC2732
 GC2732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GC2732'THE STATION IS ABOUT 8.0 KM (4.95 MI) SOUTHEAST OF RUSSELLVILLE, 8 KM
 GC2732'(4.95 MI) NORTH OF STATE ROAD 100 AND ON THE GROUNDS OF THE
 GC2732'RUSSELLVILLE-LOGAN COUNTY AIRPORT.  OWNERSHIP--WILSON FLYING SERVICE,
 GC2732'385 AIRPORT ROAD, RUSSELLVILLE, KY 42276, PHONE 502-726-3214.  AIRPORT
 GC2732'MANAGER IS JOHN SWANNER.
 GC2732'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 68 AND STATE ROAD
 GC2732'100, EAST OF RUSSELLVILLE, DRIVE SOUTHEAST FOR 7.65 KM (4.75 MI) ON
 GC2732'STATE ROAD 100 TO A PAVED ROAD LEFT.  TURN LEFT AND DRIVE NORTH FOR
 GC2732'0.62 KM (0.40 MI) ON AIRPORT ROAD TO A STOP SIGN AND THE AIRPORT.
 GC2732'TURN LEFT AT THE STOP SIGN AND DRIVE NORTHWEST TO THE JUNCTION OF THE
 GC2732'RAMP AND THE RUNWAY.  TURN RIGHT AND GO NORTHEAST ALONG RUNWAY FOR
 GC2732'0.87 KM (0.55 MI) TO THE FIRST SET OF VASI LIGHTS AND THE STATION
 GC2732'RIGHT.
 GC2732'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 GC2732'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 GC2732'PIPE AND SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP
 GC2732'STAMPED---LOGANPORT AZ MK 1989---,  SURROUNDED BY CONCRETE FLUSH WITH
 GC2732'THE GROUND.  LOCATED 20.0 M (65.6 FT) SOUTHEAST OF THE CENTERLINE OF
 GC2732'THE RUNWAY, 7.10 M (23.3 FT) NORTHWEST OF THE WEST CORNER OF THE VASI
 GC2732'LIGHTS, 6.9 M (22.6 FT) WEST-NORTHWEST OF A FIBERGLASS WITNESS POST
 GC2732'AND 5.6 M (18.4 FT) EAST-SOUTHEAST OF THE RUNWAY LIGHT DIRECTLY
 GC2732'NORTHWEST OF THE VASI LIGHT.  NOTE--ACCESS TO DATUM POINT IS HAD
 GC2732'THROUGH A 5-INCH LOGO CAP.
 GC2732'DESCRIBED BY M.J. WELLSLAGER.
 GC2732
 GC2732                          STATION RECOVERY (1995)
 GC2732
 GC2732'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GC2732'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 GC2732'STATION.
 GC2732
 GC2732                          STATION RECOVERY (1996)
 GC2732
 GC2732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 GC2732'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 GC2732'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3609 ***********************************************************************
 GA3609  DESIGNATION -  LOGMONT
 GA3609  PID         -  GA3609
 GA3609  STATE/COUNTY-  KY/BELL
 GA3609  USGS QUAD   -  KAYJAY (1983)
 GA3609
 GA3609                         *CURRENT SURVEY CONTROL
 GA3609  ___________________________________________________________________
 GA3609* NAD 83(1993)-  36 38 42.93996(N)    083 50 35.63106(W)     ADJUSTED  
 GA3609* NAVD 88     -       960.     (meters)    3150.     (feet)  SCALED    
 GA3609  ___________________________________________________________________
 GA3609  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GA3609  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GA3609
 GA3609  HORZ ORDER  -  SECOND
 GA3609
 GA3609.The horizontal coordinates were established by classical geodetic methods
 GA3609.and adjusted by the National Geodetic Survey in December 1995..
 GA3609
 GA3609.The orthometric height was scaled from a topographic map.
 GA3609
 GA3609.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3609
 GA3609.The geoid height was determined by GEOID03.
 GA3609
 GA3609;                    North         East     Units Scale Factor Converg.
 GA3609;SPC KY1Z     - 1,036,362.944 1,670,520.820   MT  1.00013358   +1 10 14.5
 GA3609;SPC KY1Z     - 3,400,134.09  5,480,700.39   sFT  1.00013358   +1 10 14.5
 GA3609;SPC KY S     -   536,336.563   670,501.257   MT  1.00001715   +1 09 23.0
 GA3609;SPC KY S     - 1,759,630.87  2,199,802.87   sFT  1.00001715   +1 09 23.0
 GA3609;SPC TN       -   258,641.282   792,859.524   MT  1.00004854   +1 15 45.6
 GA3609;SPC TN       -   848,558.94  2,601,239.95   sFT  1.00004854   +1 15 45.6
 GA3609;UTM  17      - 4,059,287.192   245,819.884   MT  1.00039605   -1 41 52.5
 GA3609
 GA3609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3609!SPC KY1Z     -   0.99985412  x   1.00013358  =   0.99998768
 GA3609!SPC KY S     -   0.99985412  x   1.00001715  =   0.99987126
 GA3609!SPC TN       -   0.99985412  x   1.00004854  =   0.99990265
 GA3609!UTM  17      -   0.99985412  x   1.00039605  =   1.00025011
 GA3609
 GA3609|---------------------------------------------------------------------|
 GA3609| PID    Reference Object                     Distance      Geod. Az  |
 GA3609|                                                           dddmmss.s |
 GA3609| DB9636 LOGMONT RM 1                         29.438 METERS 07258     |
 GA3609| GA3610 NO 200                               11.180 METERS 15324     |
 GA3609| DB9637 LOGMONT RM 2                         30.951 METERS 15528     |
 GA3609| DB9635 LOGMONT AZ MK                                      1964519.6 |
 GA3609|---------------------------------------------------------------------|
 GA3609
 GA3609                          SUPERSEDED SURVEY CONTROL
 GA3609
 GA3609  NAD 83(1993)-  36 38 42.94629(N)    083 50 35.63456(W) AD(       ) 2
 GA3609  NAD 83(1986)-  36 38 42.94935(N)    083 50 35.63374(W) AD(       ) 2
 GA3609  NAD 27      -  36 38 42.64700(N)    083 50 35.91900(W) AD(       ) 2
 GA3609
 GA3609.Superseded values are not recommended for survey control.
 GA3609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3609.See file dsdata.txt to determine how the superseded data were derived.
 GA3609
 GA3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4582059287(NAD 83)
 GA3609_MARKER: DS = TRIANGULATION STATION DISK
 GA3609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3609
 GA3609  HISTORY     - Date     Condition        Report By
 GA3609  HISTORY     - 1950     MONUMENTED       CGS
 GA3609
 GA3609                          STATION DESCRIPTION
 GA3609
 GA3609'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3609'STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF MIDDLESBOROUGH, ON
 GA3609'LOG MOUNTAIN AND ON
 GA3609'LAND OWNED BY U.S.  FOREST SERVICE.  IT IS 23 FEET
 GA3609'SOUTH OF THE SOUTHWEST CORNER OF A
 GA3609'BARN, 18 FEET SOUTHWEST OF THE
 GA3609'SOUTHEAST CORNER OF THE BARN, 16 FEET WEST OF A 10
 GA3609'INCH OAK TREE AND
 GA3609'4 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 GA3609'INCHES AND THE
 GA3609'DISK IS STAMPED LOGMONT 1950.
 GA3609'
 GA3609'REFERENCE MARK NO. 1 IS 82 FEET EAST OF THE SOUTHEAST CORNER OF THE
 GA3609'BARN AND 29 FEET WEST OF
 GA3609'AN 8 INCH OAK TREE.  THE MARK PROJECTS ABOUT 4 INCHES
 GA3609'AND THE DISK IS STAMPED LOGMONT NO 1 1950.
 GA3609'
 GA3609'REFERENCE MARK NO. 2 IS SET IN BED ROCK FLUSH WITH THE GROUND AND THE
 GA3609'DISK IS STAMPED LOGMONT NO 2 1950.
 GA3609'
 GA3609'AZIMUTH MARK IS 125 FEET WEST OF AN OLD MINE, 35 FEET SOUTH OF THE
 GA3609'CENTER OF STATE HIGHWAY
 GA3609'74 AND 3 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE
 GA3609'MARK IS A LARGE BED ROCK ABOUT
 GA3609'20 FEET HIGHER THAN THE HIGHWAY AND
 GA3609'THE DISK IS STAMPED LOGMONT 1950.
 GA3609'
 GA3609'NO. 200 (USFS) IS AN 8 X 8 INCH CONCRETE POST THAT PROJECTS ABOUT 10
 GA3609'INCHES WITH A U.S.
 GA3609'FOREST SERVICE DISK STAMPED 200.  (THIS MARK IS VERY
 GA3609'LOOSE IN THE GROUND.)
 GA3609'
 GA3609'TO REACH THE STATION FROM JUNCTION OF BUSINESS ROUTE U.S. HIGHWAY 25E
 GA3609'AND STATE HIGHWAYS 74
 GA3609'AND 186 IN MIDDLEBOROUGH, GO WEST ON HIGHWAY 74 FOR
 GA3609'9.3 MILES TO THE AZIMUTH MARK ON THE
 GA3609'LEFT AS DESCRIBED, CONTINUE 1
 GA3609'MILE TO A T-ROAD RIGHT, TURN SHARP RIGHT AND GO 0.3
 GA3609'MILE TO A FORK
 GA3609'AND A MINE PARKING LOT ON THE RIGHT, CONTINUE STRAIGHT AHEAD AND GO
 GA3609'0.5 MILE TO A
 GA3609'FORK, TURN RIGHT AND GO UP HILL ON A DIRT ROAD FOR 0.3
 GA3609'MILE TO A LOG CABIN ON THE
 GA3609'RIGHT, TURN RIGHT ON THE EAST SIDE OF THE
 GA3609'CABIN AND GO ABOUT 200 FEET TO THE HIGHEST
 GA3609'POINT OF THE HILL AND A
 GA3609'LOG BARN AND THE STATION AS DESCRIBED.
 GA3609'
 GA3609'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2936 ***********************************************************************
 GZ2936  DESIGNATION -  LONDON NORTH BASE
 GZ2936  PID         -  GZ2936
 GZ2936  STATE/COUNTY-  KY/LAUREL
 GZ2936  USGS QUAD   -  LONDON (1969)
 GZ2936
 GZ2936                         *CURRENT SURVEY CONTROL
 GZ2936  ___________________________________________________________________
 GZ2936* NAD 83(1993)-  37 07 51.52697(N)    084 03 29.94536(W)     ADJUSTED  
 GZ2936* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 GZ2936  ___________________________________________________________________
 GZ2936  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 GZ2936  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GZ2936
 GZ2936  HORZ ORDER  -  FIRST
 GZ2936
 GZ2936.The horizontal coordinates were established by classical geodetic methods
 GZ2936.and adjusted by the National Geodetic Survey in December 1995..
 GZ2936
 GZ2936.The orthometric height was scaled from a topographic map.
 GZ2936
 GZ2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2936
 GZ2936.The geoid height was determined by GEOID03.
 GZ2936
 GZ2936;                    North         East     Units Scale Factor Converg.
 GZ2936;SPC KY1Z     - 1,089,889.110 1,650,310.855   MT  0.99998894   +1 02 19.1
 GZ2936;SPC KY1Z     - 3,575,744.52  5,414,394.86   sFT  0.99998894   +1 02 19.1
 GZ2936;SPC KY S     -   589,863.370   650,305.450   MT  0.99995166   +1 01 33.4
 GZ2936;SPC KY S     - 1,935,243.41  2,133,543.80   sFT  0.99995166   +1 01 33.4
 GZ2936;UTM  16      - 4,113,454.014   761,321.059   MT  1.00044132   +1 46 36.2
 GZ2936;UTM  17      - 4,113,781.883   228,315.044   MT  1.00050938   -1 50 50.1
 GZ2936
 GZ2936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2936!SPC KY1Z     -   0.99994216  x   0.99998894  =   0.99993110
 GZ2936!SPC KY S     -   0.99994216  x   0.99995166  =   0.99989383
 GZ2936!UTM  16      -   0.99994216  x   1.00044132  =   1.00038346
 GZ2936!UTM  17      -   0.99994216  x   1.00050938  =   1.00045151
 GZ2936
 GZ2936|---------------------------------------------------------------------|
 GZ2936| PID    Reference Object                     Distance      Geod. Az  |
 GZ2936|                                                           dddmmss.s |
 GZ2936| DB9641 LONDON NORTH BASE RM 1               33.256 METERS 14717     |
 GZ2936| DB9640 LONDON NORTH BASE AZ MK                            1821121.5 |
 GZ2936| DB9642 LONDON NORTH BASE RM 2               34.144 METERS 27401     |
 GZ2936| GZ2937 LONDON STATE POLICE RADIO MAST      APPROX. 4.6 KM 2915953.6 |
 GZ2936|---------------------------------------------------------------------|
 GZ2936
 GZ2936                          SUPERSEDED SURVEY CONTROL
 GZ2936
 GZ2936  NAD 83(1986)-  37 07 51.53430(N)    084 03 29.94953(W) AD(       ) 1
 GZ2936  NAD 27      -  37 07 51.21100(N)    084 03 30.19500(W) AD(       ) 1
 GZ2936
 GZ2936.Superseded values are not recommended for survey control.
 GZ2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2936.See file dsdata.txt to determine how the superseded data were derived.
 GZ2936
 GZ2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG6132113454(NAD 83)
 GZ2936_MARKER: DS = TRIANGULATION STATION DISK
 GZ2936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2936
 GZ2936  HISTORY     - Date     Condition        Report By
 GZ2936  HISTORY     - 1949     MONUMENTED       CGS
 GZ2936  HISTORY     - 1959     GOOD             CGS
 GZ2936  HISTORY     - 1959     GOOD             CGS
 GZ2936  HISTORY     - 1963     GOOD             CGS
 GZ2936
 GZ2936                          STATION DESCRIPTION
 GZ2936
 GZ2936'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GZ2936'STATION IS LOCATED ABOUT 2 MILES EAST OF LONDON ON THE EAST SLOPE OF
 GZ2936'A HIGH RIDGE AND ON PROPERTY OWNED BY MR.W.B.  GEORGE. IT IS ON
 GZ2936'AN EXTENDED LINE WITH THE SECOND RAIL FROM THE WEST OF THE
 GZ2936'LOUISVILLE-NASHVILLE RAIL ROAD TRACKS, 86 FEET EAST OF A FENCE
 GZ2936'LINE AND 70 FEET NORTH OF A FENCE LINE. THE MARK IS BELOW THE SURFACE
 GZ2936'OF THE GROUND 12 INCHES AND THE DISK IS STAMPED LONDON N.
 GZ2936'BASE 1949.
 GZ2936'
 GZ2936'REFERENCE MARK NO. 1 IS 2 FEET WEST OF A WHITE WITNESS POST AND 1
 GZ2936'FOOT NORTH OF A FENCE LINE. THE MARK PROJECTS 2 INCHES AND THE
 GZ2936'DISK IS STAMPED LONDON N. BASE NO 1 1949.
 GZ2936'
 GZ2936'REFERENCE MARK NO. 2 IS 23 FEET NORTHWEST OF A FENCE CORNER, 9 FEET
 GZ2936'NORTH OF A 24 INCH OAK TREE AND 1 FOOT NORTH OF A FENCE LINE.
 GZ2936'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LONDON N. BASE NO.
 GZ2936'2 1949.
 GZ2936'
 GZ2936'AZIMUTH MARK IS AT THE POINT OF INTERSECTION OF THE TANGENTS OF THE
 GZ2936'EAST RAIL OF THE WEST TRACKS OF THE RAIL ROAD.  IT IS 38 FEET
 GZ2936'EAST OF A FENCE LINE AND 27 FEET WEST OF THE WEST RAIL OF THE RAIL
 GZ2936'ROAD TRACKS. THE MARK PROJECTS 6 INCHES AND THE DISK IS
 GZ2936'STAMPED LONDON N. BASE 1949.
 GZ2936'
 GZ2936'TO REACH THE STATION FROM THE COURTHOUSE IN LONDON GO EAST ON STATE
 GZ2936'HIGHWAY 80 FOR 1.35 MILES TO A GRAVEL T-ROAD LEFT, TURN LEFT
 GZ2936'AND GO NORTHEAST ON THE GRAVEL ROAD FOR 0.2 MILE TO A GATE ON THE
 GZ2936'LEFT, TURN LEFT AND GO WEST FOR 0.5 MILE TO THE EAST END OF
 GZ2936'RIDGE AND THE STATION AS DESCRIBED.
 GZ2936'
 GZ2936'TO REACH THE AZIMUTH MARK FROM THE COURTHOUSE IN LONDON GO SOUTH ON
 GZ2936'U.S.HIGHWAY 25E FOR 3.1 MILES TO A T-ROAD LEFT, TURN LEFT
 GZ2936'AND GO EAST FOR 0.1 MILE TO RAIL ROAD TRACKS TURN RIGHT AND GO SOUTH
 GZ2936'ALONG WEST SIDE OF THE TRACKS TO THE AZIMUTH MARK AS DESCRIBED.
 GZ2936'
 GZ2936'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GZ2936
 GZ2936                          STATION RECOVERY (1959)
 GZ2936
 GZ2936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GZ2936'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. AZIMUTH MARK
 GZ2936'NOT SEARCHED FOR.
 GZ2936'
 GZ2936'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING. STATION IS
 GZ2936'50.5 FEET NORTHEAST OF FENCE LINE.
 GZ2936
 GZ2936                          STATION RECOVERY (1959)
 GZ2936
 GZ2936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 GZ2936'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL RECOVERED
 GZ2936'IN GOOD CONDITION AND THE PUBLISHED DESCRIPTION IS
 GZ2936'ADEQUATE. THE PUBLISHED DISTANCES TO THE REFERENCE MARKS WAS
 GZ2936'REMEASURED AND THE ANGLES BETWEEN THE AZIMUTH MARK AND THE TWO
 GZ2936'REFERENCE MARKS WERE REMEASURED. THE PUBLISHED DISTANCES AND ANGLES
 GZ2936'CHECK AS DESCRIBED.
 GZ2936
 GZ2936                          STATION RECOVERY (1963)
 GZ2936
 GZ2936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AB)
 GZ2936'STATION LONDON N. BASE 1949 RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0259 ***********************************************************************
 GZ0259  DESIGNATION -  LONDON SOUTH BASE RESET
 GZ0259  PID         -  GZ0259
 GZ0259  STATE/COUNTY-  KY/LAUREL
 GZ0259  USGS QUAD   -  LILY (1970)
 GZ0259
 GZ0259                         *CURRENT SURVEY CONTROL
 GZ0259  ___________________________________________________________________
 GZ0259* NAD 83(1986)-  37 02 59.     (N)    084 03 09.     (W)     SCALED    
 GZ0259* NAVD 88     -       341.43   (meters)    1120.2    (feet)  RESET     
 GZ0259  ___________________________________________________________________
 GZ0259  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GZ0259
 GZ0259  VERT ORDER  -  THIRD
 GZ0259
 GZ0259.The horizontal coordinates were scaled from a topographic map and have
 GZ0259.an estimated accuracy of +/- 6 seconds.
 GZ0259
 GZ0259.The orthometric height was computed from unverified reset data.
 GZ0259.No vertical observational check was made to the station.
 GZ0259
 GZ0259.The geoid height was determined by GEOID03.
 GZ0259
 GZ0259;                    North         East    Units  Estimated Accuracy
 GZ0259;SPC KY1Z     - 1,080,880.    1,650,990.      MT  (+/- 180 meters Scaled)
 GZ0259
 GZ0259                          SUPERSEDED SURVEY CONTROL
 GZ0259
 GZ0259  NGVD 29 (10/08/05)  341.58   (m)         1120.7    (f) RESET       3  
 GZ0259
 GZ0259.Superseded values are not recommended for survey control.
 GZ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0259.See file dsdata.txt to determine how the superseded data were derived.
 GZ0259
 GZ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG621044(NAD 83)
 GZ0259_MARKER: DS = TRIANGULATION STATION DISK
 GZ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0259_STAMPING: LONDON S BASE 1949 1970
 GZ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0259+STABILITY: SURFACE MOTION
 GZ0259
 GZ0259  HISTORY     - Date     Condition        Report By
 GZ0259  HISTORY     - 1970     MONUMENTED       NGS
 GZ0259  HISTORY     - 1972     GOOD             NGS
 GZ0259
 GZ0259                          STATION DESCRIPTION
 GZ0259
 GZ0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GZ0259'6 MI SE FROM LONDON.
 GZ0259'ABOUT 6.0 MILES SOUTH ALONG THE LOUISVILLE-NASHVILLE RAILROAD
 GZ0259'FROM THE STATION AT LONDON, ABOUT 1.0 MILE SOUTH ALONG U.S. HIGHWAY
 GZ0259'25 FROM ITS OVERPASS OVER THE RAILROAD, ABOUT 0.7 OF A MILE
 GZ0259'SOUTH-SOUTHEAST OF THE JUNCTION OF STATE ROUTE 1189 WITH U.S.
 GZ0259'HIGHWAY 25, AND AT THE LONDON S. BASE 1949 1970 TRIANGULATION
 GZ0259'STATION SITE.  IT IS 137.88 FEET NORTH OF LONDON S. BASE RM NO 2,
 GZ0259'110.28 FEET WEST OF LONDON S. BASE RM NO 1, 92.2 FEET EAST OF THE
 GZ0259'EAST RAIL OF THE LOUISVILLE-NASHVILLE RAILROAD TRACKS, 77 FEET
 GZ0259'SOUTH OF THE WEST END OF A LARGE ADVERTISING SIGN, 61 FEET WEST
 GZ0259'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25, 52 FEET
 GZ0259'EAST-SOUTHEAST OF A TELEGRAPH POLE, AND 1.3 FEET SOUTH OF A METAL
 GZ0259'WITNESS POST AND SIGN.  IT IS A STANDARD TRIANGULATION STATION DISK
 GZ0259'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 GZ0259'PROJECTS 5 INCHES AND THE DISK IS STAMPED LONDON S. BASE 1949
 GZ0259'1970.  AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM BENCH MARK
 GZ0259'LONDON S. BASE RM NO 2.
 GZ0259
 GZ0259                          STATION RECOVERY (1972)
 GZ0259
 GZ0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GZ0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0260 ***********************************************************************
 GZ0260  DESIGNATION -  LONDON SOUTH BASE RM 1
 GZ0260  PID         -  GZ0260
 GZ0260  STATE/COUNTY-  KY/LAUREL
 GZ0260  USGS QUAD   -  LILY (1970)
 GZ0260
 GZ0260                         *CURRENT SURVEY CONTROL
 GZ0260  ___________________________________________________________________
 GZ0260* NAD 83(1986)-  37 02 59.     (N)    084 03 09.     (W)     SCALED    
 GZ0260* NAVD 88     -       340.545  (meters)    1117.27   (feet)  ADJUSTED  
 GZ0260  ___________________________________________________________________
 GZ0260  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GZ0260  DYNAMIC HT  -         340.272 (meters)    1116.38  (feet)  COMP
 GZ0260  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 GZ0260
 GZ0260  VERT ORDER  -  SECOND    CLASS 0
 GZ0260
 GZ0260.The horizontal coordinates were scaled from a topographic map and have
 GZ0260.an estimated accuracy of +/- 6 seconds.
 GZ0260
 GZ0260.The orthometric height was determined by differential leveling
 GZ0260.and adjusted by the National Geodetic Survey in June 1991..
 GZ0260
 GZ0260.The geoid height was determined by GEOID03.
 GZ0260
 GZ0260.The dynamic height is computed by dividing the NAVD 88
 GZ0260.geopotential number by the normal gravity value computed on the
 GZ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0260.degrees latitude (g = 980.6199 gals.).
 GZ0260
 GZ0260.The modeled gravity was interpolated from observed gravity values.
 GZ0260
 GZ0260;                    North         East    Units  Estimated Accuracy
 GZ0260;SPC KY1Z     - 1,080,880.    1,650,990.      MT  (+/- 180 meters Scaled)
 GZ0260
 GZ0260                          SUPERSEDED SURVEY CONTROL
 GZ0260
 GZ0260  NGVD 29 (??/??/92)  340.695  (m)         1117.76   (f) ADJ UNCH    2 0
 GZ0260
 GZ0260.Superseded values are not recommended for survey control.
 GZ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0260.See file dsdata.txt to determine how the superseded data were derived.
 GZ0260
 GZ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG621044(NAD 83)
 GZ0260_MARKER: DR = REFERENCE MARK DISK
 GZ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0260_STAMPING: LONDON S BASE NO 1 1949 1117.764
 GZ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0260+STABILITY: SURFACE MOTION
 GZ0260
 GZ0260  HISTORY     - Date     Condition        Report By
 GZ0260  HISTORY     - 1949     MONUMENTED       CGS
 GZ0260  HISTORY     - 1970     GOOD             NGS
 GZ0260  HISTORY     - 1972     GOOD             NGS
 GZ0260
 GZ0260                          STATION DESCRIPTION
 GZ0260
 GZ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GZ0260'6 MI SE FROM LONDON.
 GZ0260'THE MARK WAS RECOVERED IN GOOD CONDITION.  ABOUT 6.0 MILES SOUTH
 GZ0260'ALONG THE LOUISVILLE-NASHVILLE RAILROAD FROM THE STATION IN
 GZ0260'LONDON, ABOUT 1.0 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM ITS
 GZ0260'OVERPASS OVER THE RAILROAD, AT THE LONDON S. BASE 1949 1970
 GZ0260'TRIANGULATION STATION SITE, 193.84 FEET NORTHEAST OF LONDON S.
 GZ0260'BASE RM NO 2, 110.28 FEET EAST OF LONDON S. BASE 1949 1970, 63
 GZ0260'FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY EAST,
 GZ0260'50.5 FEET SOUTH OF A TELEPHONE POLE, 48 FEET EAST OF THE
 GZ0260'APPROXIMATE CENTER OF U.S. HIGHWAY 25, 41 FEET NORTH OF A
 GZ0260'POWERLINE TRANSFORMER POLE, 1.0 FOOT NORTH OF A METAL WITNESS
 GZ0260'POST AND SIGN, AND 0.7 OF A FOOT WEST OF A FENCE.  IT IS A
 GZ0260'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GZ0260'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GZ0260'LONDON S. BASE NO. 1 1949 1117.764.
 GZ0260
 GZ0260                          STATION RECOVERY (1972)
 GZ0260
 GZ0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GZ0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0261 ***********************************************************************
 GZ0261  DESIGNATION -  LONDON SOUTH BASE RM 2
 GZ0261  PID         -  GZ0261
 GZ0261  STATE/COUNTY-  KY/LAUREL
 GZ0261  USGS QUAD   -  LILY (1970)
 GZ0261
 GZ0261                         *CURRENT SURVEY CONTROL
 GZ0261  ___________________________________________________________________
 GZ0261* NAD 83(1986)-  37 02 59.     (N)    084 03 09.     (W)     SCALED    
 GZ0261* NAVD 88     -       340.716  (meters)    1117.83   (feet)  ADJUSTED  
 GZ0261  ___________________________________________________________________
 GZ0261  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GZ0261  DYNAMIC HT  -         340.443 (meters)    1116.94  (feet)  COMP
 GZ0261  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 GZ0261
 GZ0261  VERT ORDER  -  SECOND    CLASS 0
 GZ0261
 GZ0261.The horizontal coordinates were scaled from a topographic map and have
 GZ0261.an estimated accuracy of +/- 6 seconds.
 GZ0261
 GZ0261.The orthometric height was determined by differential leveling
 GZ0261.and adjusted by the National Geodetic Survey in June 1991..
 GZ0261
 GZ0261.The geoid height was determined by GEOID03.
 GZ0261
 GZ0261.The dynamic height is computed by dividing the NAVD 88
 GZ0261.geopotential number by the normal gravity value computed on the
 GZ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0261.degrees latitude (g = 980.6199 gals.).
 GZ0261
 GZ0261.The modeled gravity was interpolated from observed gravity values.
 GZ0261
 GZ0261;                    North         East    Units  Estimated Accuracy
 GZ0261;SPC KY1Z     - 1,080,880.    1,650,990.      MT  (+/- 180 meters Scaled)
 GZ0261
 GZ0261                          SUPERSEDED SURVEY CONTROL
 GZ0261
 GZ0261  NGVD 29 (??/??/92)  340.866  (m)         1118.32   (f) ADJ UNCH    2 0
 GZ0261
 GZ0261.Superseded values are not recommended for survey control.
 GZ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0261.See file dsdata.txt to determine how the superseded data were derived.
 GZ0261
 GZ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG621044(NAD 83)
 GZ0261_MARKER: DR = REFERENCE MARK DISK
 GZ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0261_STAMPING: LONDON S BASE NO 2 1949 1117.764
 GZ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0261+STABILITY: SURFACE MOTION
 GZ0261
 GZ0261  HISTORY     - Date     Condition        Report By
 GZ0261  HISTORY     - 1949     MONUMENTED       CGS
 GZ0261  HISTORY     - 1970     GOOD             NGS
 GZ0261  HISTORY     - 1972     GOOD             NGS
 GZ0261
 GZ0261                          STATION DESCRIPTION
 GZ0261
 GZ0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GZ0261'6 MI SE FROM LONDON.
 GZ0261'THE MARK WAS RECOVERED IN GOOD CONDITION.  ABOUT 6.0 MILES SOUTH
 GZ0261'ALONG THE LOUISVILLE-NASHVILLE RAILROAD FROM THE STATION AT
 GZ0261'LONDON, ABOUT 1.0 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM ITS
 GZ0261'OVERPASS OVER THE RAILROAD, AT THE LONDON S. BASE 1949 1970
 GZ0261'TRIANGULATION STATION SITE, 193.84 FEET SOUTHWEST OF LONDON S.
 GZ0261'BASE RM NO 1, 137.88 FEET SOUTH OF LONDON S. BASE 1949 1970, 83
 GZ0261'FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25, 60 FEET
 GZ0261'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD
 GZ0261'WEST, 59 FEET WEST OF THE CENTER OF AN L SHAPED, CONCRETE
 GZ0261'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 50.3 FEET EAST OF THE
 GZ0261'EAST RAIL OF THE LOUISVILLE-NASHVILLE RAILROAD TRACKS, AND
 GZ0261'2.0 FEET EAST OF A TELEGRAPH POLE.  IT IS A STANDARD REFERENCE
 GZ0261'MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 GZ0261'THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED LONDON S. BASE
 GZ0261'NO. 2 1949 1118.325.
 GZ0261
 GZ0261                          STATION RECOVERY (1972)
 GZ0261
 GZ0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GZ0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2937 ***********************************************************************
 GZ2937  DESIGNATION -  LONDON STATE POLICE RADIO MAST
 GZ2937  PID         -  GZ2937
 GZ2937  STATE/COUNTY-  KY/LAUREL
 GZ2937  USGS QUAD   -  LONDON (1969)
 GZ2937
 GZ2937                         *CURRENT SURVEY CONTROL
 GZ2937  ___________________________________________________________________
 GZ2937* NAD 83(1993)-  37 08 47.92852(N)    084 06 24.45930(W)     ADJUSTED  
 GZ2937* NAVD 88     -                                                        
 GZ2937  ___________________________________________________________________
 GZ2937  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 GZ2937  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ2937
 GZ2937  HORZ ORDER  -  THIRD
 GZ2937
 GZ2937.The horizontal coordinates were established by classical geodetic methods
 GZ2937.and adjusted by the National Geodetic Survey in December 1995..
 GZ2937
 GZ2937
 GZ2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2937
 GZ2937.The geoid height was determined by GEOID03.
 GZ2937
 GZ2937;                    North         East     Units Scale Factor Converg.
 GZ2937;SPC KY1Z     - 1,091,550.595 1,645,973.451   MT  0.99998545   +1 00 31.9
 GZ2937;SPC KY1Z     - 3,581,195.58  5,400,164.56   sFT  0.99998545   +1 00 31.9
 GZ2937;SPC KY S     -   591,525.743   645,968.565   MT  0.99995073   +0 59 47.6
 GZ2937;SPC KY S     - 1,940,697.38  2,119,315.20   sFT  0.99995073   +0 59 47.6
 GZ2937;UTM  16      - 4,115,060.154   756,960.679   MT  1.00041347   +1 44 52.9
 GZ2937
 GZ2937                          SUPERSEDED SURVEY CONTROL
 GZ2937
 GZ2937  NAD 83(1986)-  37 08 47.93629(N)    084 06 24.46412(W) AD(       ) 4
 GZ2937  NAD 27      -  37 08 47.61200(N)    084 06 24.70800(W) AD(       ) 3
 GZ2937
 GZ2937.Superseded values are not recommended for survey control.
 GZ2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2937.See file dsdata.txt to determine how the superseded data were derived.
 GZ2937
 GZ2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG5696115060(NAD 83)
 GZ2937_MARKER: 42 = RADIO/TV MAST
 GZ2937
 GZ2937  HISTORY     - Date     Condition        Report By
 GZ2937  HISTORY     - 1949     FIRST OBSERVED   CGS
 GZ2937  HISTORY     - 1970     GOOD             NGS
 GZ2937
 GZ2937                          STATION DESCRIPTION
 GZ2937
 GZ2937'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GZ2937'STATION IS LOCATED ABOUT ONE MILE NORTH OF LONDON AND 0.5 MILE NORTH
 GZ2937'OF THE JUNCTION OF STATE HIGHWAY 80 AND U.S.  HIGHWAY 25 ON A
 GZ2937'HIGH HILL OWNED BY THE STATE OF KENTUCKY.  IT IS A RED AND WHITE
 GZ2937'STEEL RADIO MAST ABOUT 400 FEET HIGH WITH A RED LIGHT ON TOP.  THE
 GZ2937'POINT OBSERVED ON WAS THE RED LIGHT ON THE TOP OF THE MAST.
 GZ2937
 GZ2937                          STATION RECOVERY (1970)
 GZ2937
 GZ2937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMR)
 GZ2937'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3468 ***********************************************************************
 GA3468  DESIGNATION -  LONG SPUR 2 RESET
 GA3468  PID         -  GA3468
 GA3468  STATE/COUNTY-  KY/HARLAN
 GA3468  USGS QUAD   -  LOUELLEN (1982)
 GA3468
 GA3468                         *CURRENT SURVEY CONTROL
 GA3468  ___________________________________________________________________
 GA3468* NAD 83(1993)-  36 56 21.98804(N)    083 02 32.50692(W)     ADJUSTED  
 GA3468* NAVD 88     -      1095.     (meters)    3593.     (feet)  SCALED    
 GA3468  ___________________________________________________________________
 GA3468  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 GA3468  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA3468
 GA3468  HORZ ORDER  -  SECOND
 GA3468
 GA3468.The horizontal coordinates were established by classical geodetic methods
 GA3468.and adjusted by the National Geodetic Survey in December 1995..
 GA3468
 GA3468.The orthometric height was scaled from a topographic map.
 GA3468
 GA3468.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3468
 GA3468.The geoid height was determined by GEOID03.
 GA3468
 GA3468;                    North         East     Units Scale Factor Converg.
 GA3468;SPC KY1Z     - 1,070,768.820 1,741,177.508   MT  1.00003754   +1 39 44.6
 GA3468;SPC KY1Z     - 3,513,014.04  5,712,513.21   sFT  1.00003754   +1 39 44.6
 GA3468;SPC KY S     -   570,717.930   741,161.797   MT  0.99996899   +1 38 31.5
 GA3468;SPC KY S     - 1,872,430.41  2,431,628.33   sFT  0.99996899   +1 38 31.5
 GA3468;UTM  17      - 4,090,102.978   318,123.760   MT  1.00000752   -1 13 39.9
 GA3468
 GA3468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3468!SPC KY1Z     -   0.99983303  x   1.00003754  =   0.99987057
 GA3468!SPC KY S     -   0.99983303  x   0.99996899  =   0.99980203
 GA3468!UTM  17      -   0.99983303  x   1.00000752  =   0.99984055
 GA3468
 GA3468|---------------------------------------------------------------------|
 GA3468| PID    Reference Object                     Distance      Geod. Az  |
 GA3468|                                                           dddmmss.s |
 GA3468| DB9653 LONG SPUR 2 RM 2                     16.084 METERS 07702     |
 GA3468| GA3469 LONG SPUR 2 1934 RM 3               APPROX. 0.9 KM 0780335.9 |
 GA3468| DB9651 LONG SPUR 2 AZ MK                                  2320155.9 |
 GA3468| DB9652 LONG SPUR 2 RM 1                      6.989 METERS 35318     |
 GA3468|---------------------------------------------------------------------|
 GA3468
 GA3468                          SUPERSEDED SURVEY CONTROL
 GA3468
 GA3468  NAD 83(1993)-  36 56 21.99131(N)    083 02 32.50857(W) AD(       ) 2
 GA3468  NAD 83(1986)-  36 56 21.99683(N)    083 02 32.51268(W) AD(       ) 2
 GA3468  NAD 27      -  36 56 21.67363(N)    083 02 32.93060(W) AD(       ) 2
 GA3468
 GA3468.Superseded values are not recommended for survey control.
 GA3468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3468.See file dsdata.txt to determine how the superseded data were derived.
 GA3468
 GA3468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1812490103(NAD 83)
 GA3468_MARKER: DS = TRIANGULATION STATION DISK
 GA3468_SETTING: 80 = SET IN A BOULDER
 GA3468_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3468
 GA3468  HISTORY     - Date     Condition        Report By
 GA3468  HISTORY     - 1934     MONUMENTED       CGS
 GA3468  HISTORY     - 1963     SEE DESCRIPTION  CGS
 GA3468  HISTORY     - 1974     SEE DESCRIPTION  NGS
 GA3468
 GA3468                          STATION DESCRIPTION
 GA3468
 GA3468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3468'THIS STATION IS LOCATED ON A PEAK OF BLACK MOUNTAIN, LOCALLY KNOWN AS
 GA3468'SIGNAL KNOB, LYING
 GA3468'BETWEEN CLOVER FORK AND POOR FORK OF CUMBERLAND
 GA3468'RIVER.  THE OLD (U.S.G.S.) STATION
 GA3468'MARK AND REFERENCE MARKS WERE NOT
 GA3468'FOUND, BUT WHAT APPEARED TO BE OLD SIGNAL TREE IS
 GA3468'STANDING.
 GA3468'
 GA3468'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 GA3468'IN DRILL HOLES IN
 GA3468'BOULDERS.
 GA3468'
 GA3468'REFERENCE MARK NO. 1 IS IN BURIED BOULDER N OF STATION.
 GA3468'
 GA3468'REFERENCE MARK NO. 2 IS IN SMALL BOULDER ENE OF STATION.
 GA3468'
 GA3468'AZIMUTH MARK IS STANDARD DISK SET IN SMALL BOULDER FLUSH WITH GROUND
 GA3468'SSE OF STATION,
 GA3468'AND ABOUT SAME ELEVATION.
 GA3468'
 GA3468'TO REACH STATION FROM EWARTS RAILWAY STATION, GO E ON PAVED ROAD 8.6
 GA3468'MILES TO LOUELLEN
 GA3468'PUBLIC SCHOOL IN LOUELLEN, AND TURN LEFT ACROSS
 GA3468'RAILROAD TRACKS UP FUGITT CREEK FOR
 GA3468'0.8 MILE TO END OF TRUCK TRAVEL.
 GA3468'FROM HERE FOLLOW FUGITT CREEK 3 MILES TO HOME OF J.M.
 GA3468'BAILEY, AND
 GA3468'TAKE TRAIL TO LEFT ABOUT 1 MILE TO STATION.  MR.  BAILEY CAN SHOW
 GA3468'PARTY TO STATION.
 GA3468'
 GA3468'A 20-FOOT TOWER NEEDED.
 GA3468
 GA3468                          STATION RECOVERY (1963)
 GA3468
 GA3468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3468'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 GA3468'CONDITION.  THE STATION
 GA3468'MARK AND REFERENCE MARK NO.  1 WERE FOUND UPROOTED AND
 GA3468'NEAR THERE ORIGINAL POSITION.
 GA3468'THIS STATION WAS NOT RE-ESTABLISHED BY
 GA3468'THIS PARTY.
 GA3468
 GA3468                          STATION RECOVERY (1974)
 GA3468
 GA3468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GA3468'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 GA3468'THE STATION MARK
 GA3468'WAS FOUND TO HAVE BEEN DISTURBED AND WAS RESET USING
 GA3468'THE DISTANCE FROM REFERENCE MARK 2
 GA3468'AND THE DIRECTION BETWEEN THE
 GA3468'REFERENCE MARK AND THE AZIMUTH MARK.  THE 1934
 GA3468'DISTANCE TO THE
 GA3468'AZIMUTH MARK STATED THAT IT WAS 125 FEET AND THOUGHT TO HAVE BEEN
 GA3468'A GUESS.  THE
 GA3468'AZIMUTH MARK WAS CLOSE TO THE STATION AND USED AS A
 GA3468'REFERENCE MARK.  A NEW AZIMUTH
 GA3468'MARK (REFERENCE MARK 3 1974) WAS SET
 GA3468'AND A POLARIS OBSERVATION WAS MADE.  A NEW
 GA3468'DESCRIPTION FOLLOWS-
 GA3468'
 GA3468'THE STATION MARK IS A STANDARD DISK, STAMPED LONG SPUR 2 1934 1974
 GA3468'SET IN A DRILL
 GA3468'HOLE IN THE TOP OF A BURIED BOULDER, 17 FEET EAST OF A
 GA3468'TWIN TRUNK 10 INCH HICKORY TREE,
 GA3468'21 FEET NORTHWEST OF A 14 INCH OAK
 GA3468'TREE, 1 FOOT NORTHEAST OF A METAL WITNESS POST AND
 GA3468'AT THE EXTREME
 GA3468'SOUTHEAST END OF A LONG RIDGE LOCALLY KNOWN AS SIGNAL KNOB.
 GA3468'
 GA3468'TO REACH THE STATION FROM THE LOUELLEN POST OFFICE, GO EASTERLY ON
 GA3468'STATE HIGHWAY 38
 GA3468'FOR 3.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT ON
 GA3468'GRADED ROAD/FOLLOWING FUGITT CREEK)
 GA3468'AND GO NORTHERLY FOR 4.6 MILES TO
 GA3468'THE TOP OF MOUNTAIN.  *FROM THIS POINT PACK WESTERLY
 GA3468'ON LOG ROAD FOR
 GA3468'ABOUT 1/4 MILE TO TOP OF RIDGE.  AT THIS POINT PACK SOUTHEASTERLY
 GA3468'ALONG OLD LOGGING
 GA3468'ROAD FOR ABOUT 1/4 MILE TO THE SOUTHEAST END OF THE
 GA3468'RIDGE AND THE STATION.
 GA3468'
 GA3468'*TO REACH REFERENCE MARK 3 FROM THIS POINT PACK EASTERLY ON LOG ROAD
 GA3468'FOR ABOUT 1/4 MILE
 GA3468'TO A TRAIL FORK AND A DIM LOG ROAD RIGHT.  TURN
 GA3468'RIGHT ON THE DIM LOG ROAD AND GO
 GA3468'SOUTH FOR ABOUT 300 FEET TO THE
 GA3468'MARK.
 GA3468'
 GA3468'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LONG SPUR 2 NO 2 1934
 GA3468'SET IN THE TOP OF
 GA3468'A BOULDER PROJECTING ABOUT 1 FOOT ON THE NORTHEAST
 GA3468'SLOPE OF THE RIDGE.
 GA3468'
 GA3468'1934 AZIMUTH MARK IS A STANDARD DISK, STAMPED LONG SPUR 2 AZI 1934
 GA3468'SET IN A DRILL
 GA3468'HOLE IN OUTCROPPING BEDROCK ON THE SOUTHWEST SLOPE OF
 GA3468'THE RIDGE, 8 FEET SOUTH OF A 10
 GA3468'INCH OAK TREE AND 2 FEET NORTHEAST OF
 GA3468'AN 8 INCH OAK TREE.
 GA3468'
 GA3468'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LONG SPUR 2 1934 NO 3
 GA3468'1974 SET IN THE
 GA3468'TOP OF A 3 FOOT LONG 4 INCH WHITE CONCRETE FILLED
 GA3468'PLASTIC PIPE PROJECTING 6 INCHES,
 GA3468'1 FOOT EAST OF A METAL WITNESS
 GA3468'POST, 5 FEET WEST OF THE CENTERLINE OF LOG ROAD AND
 GA3468'14 FEET NORTH OF
 GA3468'A 10 INCH TREE WITH A WITNESS SIGN NAILED TO THE NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2489 ***********************************************************************
 GC2489  DESIGNATION -  LONGVIEW
 GC2489  PID         -  GC2489
 GC2489  STATE/COUNTY-  KY/CHRISTIAN
 GC2489  USGS QUAD   -  OAK GROVE (1982)
 GC2489
 GC2489                         *CURRENT SURVEY CONTROL
 GC2489  ___________________________________________________________________
 GC2489* NAD 83(1993)-  36 43 13.35595(N)    087 27 36.63846(W)     ADJUSTED  
 GC2489* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 GC2489  ___________________________________________________________________
 GC2489  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 GC2489  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC2489
 GC2489  HORZ ORDER  -  SECOND
 GC2489
 GC2489.The horizontal coordinates were established by classical geodetic methods
 GC2489.and adjusted by the National Geodetic Survey in December 1995..
 GC2489
 GC2489.The orthometric height was scaled from a topographic map.
 GC2489
 GC2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2489
 GC2489.The geoid height was determined by GEOID03.
 GC2489
 GC2489;                    North         East     Units Scale Factor Converg.
 GC2489;SPC KY1Z     - 1,044,357.541 1,347,210.911   MT  1.00010660   -1 02 59.9
 GC2489;SPC KY1Z     - 3,426,363.03  4,419,974.46   sFT  1.00010660   -1 02 59.9
 GC2489;SPC KY S     -   544,334.474   347,226.626   MT  1.00000238   -1 02 13.8
 GC2489;SPC KY S     - 1,785,870.69  1,139,192.69   sFT  1.00000238   -1 02 13.8
 GC2489;SPC TN       -   265,825.482   469,548.756   MT  1.00006798   -0 51 17.4
 GC2489;SPC TN       -   872,129.10  1,540,511.21   sFT  1.00006798   -0 51 17.4
 GC2489;UTM  16      - 4,063,952.248   458,905.658   MT  0.99962080   -0 16 30.5
 GC2489
 GC2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2489!SPC KY1Z     -   0.99997655  x   1.00010660  =   1.00008315
 GC2489!SPC KY S     -   0.99997655  x   1.00000238  =   0.99997893
 GC2489!SPC TN       -   0.99997655  x   1.00006798  =   1.00004453
 GC2489!UTM  16      -   0.99997655  x   0.99962080  =   0.99959736
 GC2489
 GC2489:                Primary Azimuth Mark                     Grid Az
 GC2489:SPC KY1Z     -  ST ELMO                                  110 48 39.9
 GC2489:SPC KY S     -  ST ELMO                                  110 47 53.8
 GC2489:SPC TN       -  ST ELMO                                  110 36 57.4
 GC2489:UTM  16      -  ST ELMO                                  110 02 10.5
 GC2489
 GC2489|---------------------------------------------------------------------|
 GC2489| PID    Reference Object                     Distance      Geod. Az  |
 GC2489|                                                           dddmmss.s |
 GC2489| GC2491 ST ELMO                             APPROX. 5.4 KM 1094540.0 |
 GC2489| GC2490 LONGVIEW 2                           19.316 METERS 25754     |
 GC2489| CG6811 LONGVIEW RM 2                        21.879 METERS 27305     |
 GC2489| CG6809 LONGVIEW AZ MK                                     3475453.8 |
 GC2489| CG6810 LONGVIEW RM 1                        24.478 METERS 35900     |
 GC2489|---------------------------------------------------------------------|
 GC2489
 GC2489                          SUPERSEDED SURVEY CONTROL
 GC2489
 GC2489  NAD 83(1986)-  36 43 13.36527(N)    087 27 36.64208(W) AD(       ) 2
 GC2489  NAD 27      -  36 43 13.19900(N)    087 27 36.60500(W) AD(       ) 2
 GC2489
 GC2489.Superseded values are not recommended for survey control.
 GC2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2489.See file dsdata.txt to determine how the superseded data were derived.
 GC2489
 GC2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5890663952(NAD 83)
 GC2489_MARKER: DS = TRIANGULATION STATION DISK
 GC2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2489
 GC2489  HISTORY     - Date     Condition        Report By
 GC2489  HISTORY     - 1953     MONUMENTED       CGS
 GC2489  HISTORY     - 1955     SEE DESCRIPTION  CGS
 GC2489
 GC2489                          STATION DESCRIPTION
 GC2489
 GC2489'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2489'STATION IS LOCATED ON THE PROPERTY OF P.D. WALKER ALONG THE WEST SIDE
 GC2489'OF U.S. HIGHWAY 41A ABOUT 10 MILES SOUTH OF HOPKINSVILLE.  IT
 GC2489'IS ABOUT 200 FEET EAST OF MR. WALKERS HOUSE, 58 FEET WEST OF THE
 GC2489'CENTER OF THE HIGHWAY, 55 FEET NORTH OF THE CENTER OF A DRIVEWAY AND
 GC2489'17 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 GC2489'DISK IS STAMPED LONGVIEW 1953.
 GC2489'
 GC2489'REFERENCE MARK NO. 1 IS 48 FEET SOUTH OF A POWER POLE AND 41 FEET
 GC2489'WEST OF THE CENTER OF THE HIGHWAY.  THE MARK IS FLUSH AND THE
 GC2489'DISK IS STAMPED LONGVIEW NO 1 1953.
 GC2489'
 GC2489'REFERENCE MARK NO. 2 IS 63 FEET NORTHWEST OF A 24 INCH OAK TREE.  THE
 GC2489'MARK IS FLUSH AND THE DISK IS STAMPED LONGVIEW NO 2 1953.
 GC2489'
 GC2489'AZIMUTH MARK IS 42 FEET WEST OF THE CENTER OF HIGHWAY 41A AND 3 FEET
 GC2489'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 GC2489'AND THE DISK IS STAMPED LONGVIEW 1953.
 GC2489'
 GC2489'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41 AND 41A IN
 GC2489'HOPKINSVILLE, GO SOUTH ON HIGHWAY 41A FOR 9.9 MILES TO THE
 GC2489'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH ON THE HIGHWY
 GC2489'FOR 0.25 MILE TO A DRIVEWAY RIGHT AND THE STATION ON THE RIGHT AS
 GC2489'DESCRIBED.
 GC2489'
 GC2489'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2489
 GC2489                          STATION RECOVERY (1955)
 GC2489
 GC2489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 GC2489'THIS STATION WAS RECOVERED AS DESCRIBED IN 1953.
 GC2489'
 GC2489'THE DISTANCES AND DIRECTIONS WERE CHECKED AND FOUND TO BE THE SAME AS
 GC2489'DESCRIBED.
 GC2489'
 GC2489'DUE TO HIWAY CONSTRUCTION THIS STATION HAD TO BE MOVED.
 GC2489'
 GC2489'THE STATION MARK AND AZIMUTH MARK WERE REMOVED AND FORWARDED TO THE
 GC2489'OFFICE AT THE SAME TIME THE FIELD NOTES WERE MAILED.
 GC2489'
 GC2489'REFERENCE MARK WAS DUG UP AND MOVED OUT OF THE WAY OF CONSTRUCTION
 GC2489'AND SET IN ANOTHER LOCATION AND USED AS REFERENCE MARK NO. 1 AS
 GC2489'IT WAS ORIGINALLY.
 GC2489'
 GC2489'REFERENCE MARK NO. 2 WAS NOT MOVED AND THE ARROW STILL POINTS TO OLD
 GC2489'LOCATION OF LONGVIEW 1953.
 GC2489'
 GC2489'THE UNDERGROUND STATION MARK WAS LEFT UNMOLESTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2490 ***********************************************************************
 GC2490  DESIGNATION -  LONGVIEW 2
 GC2490  PID         -  GC2490
 GC2490  STATE/COUNTY-  KY/CHRISTIAN
 GC2490  USGS QUAD   -  OAK GROVE (1982)
 GC2490
 GC2490                         *CURRENT SURVEY CONTROL
 GC2490  ___________________________________________________________________
 GC2490* NAD 83(1993)-  36 43 13.22467(N)    087 27 37.39956(W)     ADJUSTED  
 GC2490* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 GC2490  ___________________________________________________________________
 GC2490  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 GC2490  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC2490
 GC2490  HORZ ORDER  -  THIRD
 GC2490
 GC2490.The horizontal coordinates were established by classical geodetic methods
 GC2490.and adjusted by the National Geodetic Survey in December 1995..
 GC2490.No horizontal observational check was made to the station.
 GC2490
 GC2490.The orthometric height was scaled from a topographic map.
 GC2490
 GC2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2490
 GC2490.The geoid height was determined by GEOID03.
 GC2490
 GC2490;                    North         East     Units Scale Factor Converg.
 GC2490;SPC KY1Z     - 1,044,353.841 1,347,191.951   MT  1.00010661   -1 03 00.4
 GC2490;SPC KY1Z     - 3,426,350.89  4,419,912.26   sFT  1.00010661   -1 03 00.4
 GC2490;SPC KY S     -   544,330.769   347,207.668   MT  1.00000238   -1 02 14.2
 GC2490;SPC KY S     - 1,785,858.53  1,139,130.49   sFT  1.00000238   -1 02 14.2
 GC2490;SPC TN       -   265,821.718   469,529.809   MT  1.00006797   -0 51 17.9
 GC2490;SPC TN       -   872,116.75  1,540,449.05   sFT  1.00006797   -0 51 17.9
 GC2490;UTM  16      - 4,063,948.293   458,886.758   MT  0.99962082   -0 16 31.0
 GC2490
 GC2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2490!SPC KY1Z     -   0.99997655  x   1.00010661  =   1.00008316
 GC2490!SPC KY S     -   0.99997655  x   1.00000238  =   0.99997893
 GC2490!SPC TN       -   0.99997655  x   1.00006797  =   1.00004452
 GC2490!UTM  16      -   0.99997655  x   0.99962082  =   0.99959738
 GC2490
 GC2490|---------------------------------------------------------------------|
 GC2490| PID    Reference Object                     Distance      Geod. Az  |
 GC2490|                                                           dddmmss.s |
 GC2490| GC2489 LONGVIEW                             19.316 METERS 07754     |
 GC2490| CG6813 LONGVIEW 2 RM 1                      17.910 METERS 15132     |
 GC2490| CG6814 LONGVIEW 2 RM 2                       6.005 METERS 33027     |
 GC2490| CG6812 LONGVIEW 2 AZ MK                                   3475343.6 |
 GC2490|---------------------------------------------------------------------|
 GC2490
 GC2490                          SUPERSEDED SURVEY CONTROL
 GC2490
 GC2490  NAD 83(1986)-  36 43 13.23399(N)    087 27 37.40318(W) AD(       ) 3
 GC2490  NAD 27      -  36 43 13.06800(N)    087 27 37.36600(W) AD(       ) 3
 GC2490
 GC2490.Superseded values are not recommended for survey control.
 GC2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2490.See file dsdata.txt to determine how the superseded data were derived.
 GC2490
 GC2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5888763948(NAD 83)
 GC2490_MARKER: DS = TRIANGULATION STATION DISK
 GC2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2490
 GC2490  HISTORY     - Date     Condition        Report By
 GC2490  HISTORY     - 1955     MONUMENTED       CGS
 GC2490  HISTORY     - 1974     MARK NOT FOUND   USGS
 GC2490  HISTORY     - 19740731 MARK NOT FOUND   USGS
 GC2490  HISTORY     - 1975     MARK NOT FOUND   NGS
 GC2490
 GC2490                          STATION DESCRIPTION
 GC2490
 GC2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 GC2490'THE STATION IS LOCATED ON THE PROPERTY OF GEORGE MATHEWS ALONG THE
 GC2490'WEST SIDE OF U.S. HIGHWAY 41A ABOUT 10 MILES SOUTH OF HOPKINSVILLE.
 GC2490'IT IS ABOUT 200 FEET EAST OF MR. MATHEWS HOUSE, 45.3 FEET WEST OF THE
 GC2490'CENTER LINE OF THE SOUTH BOUND LANE OF HIGHWAY, 45.2 FEET
 GC2490'NORTHWEST OF 3-FOOT HICKORY TREE, THE MARK IS FLUSH AND THE DISK IS
 GC2490'STAMPED LONGVIEW 2 1955.
 GC2490'
 GC2490'REFERENCE MARK NO. 1 IS ON THE WEST EDGE OF HIGHWAY RIGHT-OF-WAY,
 GC2490'13.4 FEET SOUTH OF THE 3-FOOT HICKORY TREE, 45.2 FEET EAST OF A
 GC2490'3-FOOT OAK TREE, THE MARK IS FLUSH AND THE DISK IS STAMPED LONGVIEW 2
 GC2490'NO. 1 1955.
 GC2490'
 GC2490'REFERENCE MARK NO. 2 IS 53 FEET WEST OF THE CENTER OF THE SOUTH BOUND
 GC2490'LANE OF HIGHWAY, 63 FEET NORTHWEST OF A 3-FOOT HICKORY TREE.  THE
 GC2490'MARK IS FLUSH AND THE DISK IS STAMPED LONGVIEW 2 NO. 2 1955.  ARROW
 GC2490'POINTS TOWARD OLD STATION.
 GC2490'
 GC2490'THE AZIMUTH MARK IS ABOUT 150 FEET SOUTHEAST OF CAMPBELLS STORE, ON
 GC2490'THE WEST RIGHT-OF-WAY LINE OF HIGHWAY.  THE MARK PROJECTS ABOUT 2
 GC2490'INCHES AND THE DISK IS STAMPED LONGVIEW 2 1955.
 GC2490'
 GC2490'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41 AND 41A IN
 GC2490'HOPKINSVILLE, GO SOUTH ON HIGHWAY 41A FOR 9.9 MILES TO THE
 GC2490'AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE SOUTH ON THE HIGHWAY
 GC2490'FOR 0.25 MILE TO A DRIVEWAY RIGHT AND THE STATION ON RIGHT AS
 GC2490'DESCRIBED.
 GC2490
 GC2490                          STATION RECOVERY (1974)
 GC2490
 GC2490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (CB)
 GC2490'THE AREA WAS SEARCHED WITH A METAL DETECTOR.  THE 3 FOOT
 GC2490'HICKORY TREE IS GONE.  A WATER LINE WAS PUT IN SOME TIME
 GC2490'AGO AND ITS THROUGH THE AREA WHERE MR. MATTHEWS HAD
 GC2490'PREVIOUSLY SEEN THE MARK.  I BELIEVE THAT THE MARK HAS BEEN
 GC2490'DESTROYED.
 GC2490
 GC2490                          STATION RECOVERY (1974)
 GC2490
 GC2490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (CB)
 GC2490'MARK NOT FOUND.
 GC2490
 GC2490                          STATION RECOVERY (1975)
 GC2490
 GC2490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GC2490'A VERY LONG SEARCH WAS MADE AT THE STATION SITE BUT THE
 GC2490'STATION MARK AND REFERENCE MARKS WERE NOT FOUND.  THE AZIMUTH
 GC2490'MARK WAS FOUND IN GOOD CONDITION.  ACCORDING TO LOCAL
 GC2490'RESIDENTS THE MARKS COULD HAVE BEEN DESTROYED BY GRADING
 GC2490'AND UTILITY CONSTRUCTION.
 GC2490'
 GC2490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GC2490'ABOUT 10 MILES SOUTH OF HOPKINSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3577 ***********************************************************************
 GA3577  DESIGNATION -  LOOKOUT ROCK
 GA3577  PID         -  GA3577
 GA3577  STATE/COUNTY-  KY/BELL
 GA3577  USGS QUAD   -  PINEVILLE (1974)
 GA3577
 GA3577                         *CURRENT SURVEY CONTROL
 GA3577  ___________________________________________________________________
 GA3577* NAD 83(1993)-  36 45 17.11648(N)    083 42 10.97369(W)     ADJUSTED  
 GA3577* NAVD 88     -       677.     (meters)    2221.     (feet)  SCALED    
 GA3577  ___________________________________________________________________
 GA3577  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 GA3577  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA3577
 GA3577  HORZ ORDER  -  THIRD
 GA3577
 GA3577.The horizontal coordinates were established by classical geodetic methods
 GA3577.and adjusted by the National Geodetic Survey in December 1995..
 GA3577
 GA3577.The orthometric height was scaled from a topographic map.
 GA3577
 GA3577.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3577
 GA3577.The geoid height was determined by GEOID03.
 GA3577
 GA3577;                    North         East     Units Scale Factor Converg.
 GA3577;SPC KY1Z     - 1,048,777.680 1,682,788.767   MT  1.00009481   +1 15 24.3
 GA3577;SPC KY1Z     - 3,440,864.77  5,520,949.48   sFT  1.00009481   +1 15 24.3
 GA3577;SPC KY S     -   548,746.789   682,771.096   MT  0.99999618   +1 14 29.0
 GA3577;SPC KY S     - 1,800,346.76  2,240,058.17   sFT  0.99999618   +1 14 29.0
 GA3577;UTM  17      - 4,071,074.544   258,697.550   MT  1.00031740   -1 37 05.7
 GA3577
 GA3577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3577!SPC KY1Z     -   0.99989858  x   1.00009481  =   0.99999338
 GA3577!SPC KY S     -   0.99989858  x   0.99999618  =   0.99989476
 GA3577!UTM  17      -   0.99989858  x   1.00031740  =   1.00021594
 GA3577
 GA3577|---------------------------------------------------------------------|
 GA3577| PID    Reference Object                     Distance      Geod. Az  |
 GA3577|                                                           dddmmss.s |
 GA3577| DB9654 LOOKOUT ROCK RM 1                    12.204 METERS 23841     |
 GA3577| GA3578 OCCIDENT                             19.815 METERS 29557     |
 GA3577| DB9655 LOOKOUT ROCK RM 2                    19.884 METERS 29708     |
 GA3577| GA3579 PINEVILLE WATER CO WATER TANK       APPROX. 1.5 KM 3302055.6 |
 GA3577|---------------------------------------------------------------------|
 GA3577
 GA3577                          SUPERSEDED SURVEY CONTROL
 GA3577
 GA3577  NAD 83(1993)-  36 45 17.12036(N)    083 42 10.97679(W) AD(       ) 3
 GA3577  NAD 83(1986)-  36 45 17.12480(N)    083 42 10.97720(W) AD(       ) 3
 GA3577  NAD 27      -  36 45 16.81700(N)    083 42 11.28200(W) AD(       ) 3
 GA3577
 GA3577.Superseded values are not recommended for survey control.
 GA3577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3577.See file dsdata.txt to determine how the superseded data were derived.
 GA3577
 GA3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5869871075(NAD 83)
 GA3577_MARKER: DS = TRIANGULATION STATION DISK
 GA3577_SETTING: 80 = SET IN A BOULDER
 GA3577_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GA3577
 GA3577  HISTORY     - Date     Condition        Report By
 GA3577  HISTORY     - 1950     MONUMENTED       CGS
 GA3577  HISTORY     - 1967     GOOD             CGS
 GA3577  HISTORY     - 1976     GOOD             LOCENG
 GA3577
 GA3577                          STATION DESCRIPTION
 GA3577
 GA3577'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3577'STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF PINEVILLE ON TOP OF A
 GA3577'HIGH HILL KNOWN AS
 GA3577'LOOKOUT ROCK.  IT IS 52 FEET NORTHEAST OF A PINE TREE WITH A
 GA3577'TRIANGLE BLAZE ON THE
 GA3577'SOUTHWEST SIDE, 11 FEET WEST OF CENTER OF A
 GA3577'WIDE TRAIL AND 10 FEET SOUTHWEST OF A
 GA3577'WHITE WITNESS POST.  THE DISK
 GA3577'IS SET FLUSH IN A LARGE BOULDER AND IS STAMPED LOOKOUT ROCK 1950.
 GA3577'
 GA3577'REFERENCE MARK NO.1 IS 12 FEET NORTHEAST OF TRIANGLE BLAZED TREE.
 GA3577'THE DISK IS SET FLUSH IN A
 GA3577'LARGE BOULDER AND IS STAMPED LOOKOUT ROCK NO 1 1950.
 GA3577'
 GA3577'REFERENCE MARK NO.2 IS SET IN LARGE BOULDER OVERLOOKING PINEVILLE.
 GA3577'IT IS 1.35 FEET NORTH
 GA3577'OF OCCIDENT (USGS).  THE DISK IS SET FLUSH AND IS
 GA3577'STAMPED LOOKOUT ROCK NO 2 1950.
 GA3577'
 GA3577'OCCIDENT (USGS) IS SET IN LARGE BOULDER OVERLOOKING PINEVILLE.  IT IS
 GA3577'1.35 FEET SOUTH OF
 GA3577'REFERENCE MARK NO.2.  IT IS A DRILL HOLE ABOUT 1.5
 GA3577'INCHES DEEP AND IS THE DEEPER OF
 GA3577'TWO IN THE IMMEDIATE VICINITY.
 GA3577'
 GA3577'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GA3577'
 GA3577'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA3577'HIGHWAY 66, IN PINEVILLE, GO
 GA3577'SOUTH ON HIGHWAY 25E FOR 1.2 MILES TO THE ENTRANCE TO
 GA3577'PINE MOUNTAIN STATE PARK ON
 GA3577'RIGHT, JUST BEFORE REACHING A RAILROAD
 GA3577'CROSSING, TURN RIGHT ON PAVED ROAD (PARK
 GA3577'ENTRANCE) AND FOLLOW MAIN
 GA3577'TRAVELED ROAD FOR 2.8 MILES TO A TRAIL ON RIGHT LEADING TO
 GA3577'CHAINED ROCK,
 GA3577'AND END OF TRUCK TRAVEL.  FROM HERE PACK UP TRAIL ON RIGHT
 GA3577'FOLLOWING MAIN TRAVELED
 GA3577'TRAIL FOR ABOUT 1 MILE TO STATION AT HIGHEST
 GA3577'POINT NEAR TRAIL AS DESCRIBED.  (THIS IS
 GA3577'ABOUT 1 MILE - 30 MINUTE PACK.)
 GA3577'
 GA3577'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 GA3577
 GA3577                          STATION RECOVERY (1967)
 GA3577
 GA3577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 GA3577'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GA3577'CONDITION.  DUE TO LANDSCAPING IN THE AREA, NO EFFORT WAS MADE TO
 GA3577'MEASURE THE HORIZONTAL DISTANCES OR CHECK THE OBSERVED ANGLES OF
 GA3577'THE REFERENCE MARKS.  DUE TO THE MASSIVE ROCK FORMATIONS IN WHICH
 GA3577'THE DISKS ARE SET, IT IS FELT THAT NO MOVEMENT WOULD BE
 GA3577'POSSIBLE.
 GA3577'
 GA3577'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GA3577'
 GA3577'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE BELL COUNTY
 GA3577'COURTHOUSE SQUARE IN PINEVILLE, GO WESTERLY ON STATE ROUTE 66 (PINE
 GA3577'STREET) FOR 0.1 MILE TO THE JUNCTION WITH U. S. HIGHWAY 25 E (PARK
 GA3577'AVE.).  HERE TURN LEFT AND GO SOUTHERLY ON U. S. HIGHWAY 25 E FOR
 GA3577'1.1 MILES TO THE JUNCTION OF STATE ROUTE 382 ON THE RIGHT AT THE
 GA3577'ENTRANCE TO PINE MOUNTAIN STATE PARK.  HERE TURN RIGHT ON STATE
 GA3577'ROUTE 382 AND GO WEST AND NORTHERLY FOR 3.2 MILES ON A VERY WINDING
 GA3577'ROAD TO A PAVED ROAD ON THE RIGHT AT SIGNS LONE PINE LOOKOUT 1 MI.
 GA3577'AND CHAINED ROCK 1-1/2 MI.  TURN SHARP RIGHT ON THIS PAVED ROAD
 GA3577'AND GO NORTHEASTERLY AND NORTH ON WINDING ROAD FOR 1.0 MILE TO THE
 GA3577'END OF THE ROAD AT A LARGE PARKING AREA.  FROM THIS POINT PACK
 GA3577'NORTHEASTERLY UP ROUGH STONE STEPS AND TRAIL FOR ABOUT 70 PACES
 GA3577'TO THE STATION ON THE LEFT AS DESCRIBED.
 GA3577'
 GA3577'THE STATION IS 52 FEET NORTHEAST OF A TRIANGLE BLAZED PINE TREE, 36
 GA3577'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 7 FOOT 5.6 FOOT CONCRETE
 GA3577'SLAB, 34 FEET SOUTHWEST OF A POWERLINE POLE NO. 95-1/2 WITH
 GA3577'ANTENNAE AT THE TOP AND A LARGE RELAY BOX AT THE BOTTOM, 11 FEET
 GA3577'WEST OF THE APPROXIMATE CENTER OF THE TRAIL, AND 9.5 FEET
 GA3577'NORTHEAST OF A METAL WITNESS SIGN ATTACHED TO A SMALL PINE TREE.
 GA3577'IT IS A STANDARD DISK CEMENTED IN A DEPRESSION IN A LARGE BOULDER
 GA3577'AND THE DISK IS STAMPED LOOKOUT ROCK 1950.
 GA3577'
 GA3577'REFERENCE MARK NO. 1 IS ALONG THE LEFT SIDE OF THE TRAIL LEADING TO
 GA3577'THE STATION, 12 FEET NORTHEAST OF A TRIANGLE BLAZED PINE TREE AND 12
 GA3577'FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE TRAIL.  IT IS A
 GA3577'STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER AND THE
 GA3577'DISK IS STAMPED LOOKOUT ROCK NO 1 1950.
 GA3577'
 GA3577'REFERENCE MARK NO. 2 IS JUST OUTSIDE THE OVERLOOK FENCE, 7.2 FEET
 GA3577'WEST OF THE NORTHEAST CORNER OF THE FENCE, 5.5 FEET NORTHEAST OF THE
 GA3577'NORTHWEST CORNER OF THE FENCE, 1.5 FEET SOUTH OF THE EDGE OF
 GA3577'SHEER DROP OF OVERLOOK, AND 1.35 FEET NORTH OF DRILL HOLE MARKING
 GA3577'THE TRAVERSE STATION OCCIDENT (USGS).  IT IS A STANDARD DISK
 GA3577'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER AND THE DISK IS STAMPED
 GA3577'LOOKOUT ROCK NO 2 1950.
 GA3577'
 GA3577'TRAVERSE STATION OCCIDENT (USGS) IS A DRILL HOLE IN THE OVERLOOK ROCK
 GA3577'AND IS THE DEEPEST ONE OF TWO HOLES IN THE AREA.  IT IS ABOUT 3 FEET
 GA3577'SOUTH OF THE EDGE OF SHEER DROP OF OVERLOOK AND 1.35 FEET SOUTH OF
 GA3577'LOOKOUT ROCK REFERENCE MARK NO. 2.
 GA3577'
 GA3577'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  TRIANGULATION
 GA3577'STATIONS, PINEVILLE 2 1967 AND OR PINEVILLE AZIMUTH MARK 1950 WILL
 GA3577'SERVE AS AZIMUTH MARKS.
 GA3577'
 GA3577'THIS STATION WAS OCCUPIED WHEN PINEVILLE 2 1967 WAS ESTABLISHED.
 GA3577'
 GA3577'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 GA3577'SOUTHWEST OF PINEVILLE.
 GA3577
 GA3577                          STATION RECOVERY (1976)
 GA3577
 GA3577'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 GA3577'LOOKOUT ROCK 1950 RECOVERED IN GOOD CONDITION.
 GA3577'
 GA3577'WITNESS MARKER ONLY A 1 INCH X 3 INCH STRIP OF METAL, PARTIAL BURIED
 GA3577'IN SMALL PINE.
 GA3577'
 GA3577'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE S. W. OF PINEVILLE,
 GA3577'KY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3227 ***********************************************************************
 GY3227  DESIGNATION -  LOOKOUT TWR 5 MI E PRESTONBURG
 GY3227  PID         -  GY3227
 GY3227  STATE/COUNTY-  KY/FLOYD
 GY3227  USGS QUAD   -  LANCER (1992)
 GY3227
 GY3227                         *CURRENT SURVEY CONTROL
 GY3227  ___________________________________________________________________
 GY3227* NAD 83(1993)-  37 40 26.13560(N)    082 40 56.31250(W)     ADJUSTED  
 GY3227* NAVD 88     -                                                        
 GY3227  ___________________________________________________________________
 GY3227  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 GY3227  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GY3227
 GY3227  HORZ ORDER  -  THIRD
 GY3227
 GY3227.The horizontal coordinates were established by classical geodetic methods
 GY3227.and adjusted by the National Geodetic Survey in December 1995..
 GY3227
 GY3227
 GY3227.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3227
 GY3227.The geoid height was determined by GEOID03.
 GY3227
 GY3227;                    North         East     Units Scale Factor Converg.
 GY3227;SPC KY1Z     - 1,153,229.644 1,770,558.728   MT  0.99991116   +1 53 00.4
 GY3227;SPC KY1Z     - 3,783,554.26  5,808,908.09   sFT  0.99991116   +1 53 00.4
 GY3227;SPC KY S     -   653,166.948   770,573.922   MT  0.99996294   +1 51 37.6
 GY3227;SPC KY S     - 2,142,931.90  2,528,124.61   sFT  0.99996294   +1 51 37.6
 GY3227;UTM  17      - 4,170,968.868   351,640.722   MT  0.99987111   -1 01 42.1
 GY3227
 GY3227                          SUPERSEDED SURVEY CONTROL
 GY3227
 GY3227  NAD 83(1993)-  37 40 26.14263(N)    082 40 56.31814(W) AD(       ) 4
 GY3227  NAD 83(1986)-  37 40 26.14276(N)    082 40 56.31801(W) AD(       ) 4
 GY3227  NAD 27      -  37 40 25.79700(N)    082 40 56.75500(W) AD(       ) 3
 GY3227
 GY3227.Superseded values are not recommended for survey control.
 GY3227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3227.See file dsdata.txt to determine how the superseded data were derived.
 GY3227
 GY3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB5164170969(NAD 83)
 GY3227_MARKER: 57 = LOOKOUT TOWER
 GY3227
 GY3227  HISTORY     - Date     Condition        Report By
 GY3227  HISTORY     - 1949     FIRST OBSERVED   CGS
 GY3227
 GY3227                          STATION DESCRIPTION
 GY3227
 GY3227'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1377 ***********************************************************************
 GZ1377  DESIGNATION -  LORETTO
 GZ1377  PID         -  GZ1377
 GZ1377  STATE/COUNTY-  KY/MARION
 GZ1377  USGS QUAD   -  LORETTO (1987)
 GZ1377
 GZ1377                         *CURRENT SURVEY CONTROL
 GZ1377  ___________________________________________________________________
 GZ1377* NAD 83(1986)-  37 38 07.     (N)    085 23 58.     (W)     SCALED    
 GZ1377* NAVD 88     -       226.585  (meters)     743.39   (feet)  ADJUSTED  
 GZ1377  ___________________________________________________________________
 GZ1377  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 GZ1377  DYNAMIC HT  -         226.410 (meters)     742.81  (feet)  COMP
 GZ1377  MODELED GRAV-     979,854.0   (mgal)                       NAVD 88
 GZ1377
 GZ1377  VERT ORDER  -  SECOND    CLASS 0
 GZ1377
 GZ1377.The horizontal coordinates were scaled from a topographic map and have
 GZ1377.an estimated accuracy of +/- 6 seconds.
 GZ1377
 GZ1377.The orthometric height was determined by differential leveling
 GZ1377.and adjusted by the National Geodetic Survey in June 1991..
 GZ1377
 GZ1377.The geoid height was determined by GEOID03.
 GZ1377
 GZ1377.The dynamic height is computed by dividing the NAVD 88
 GZ1377.geopotential number by the normal gravity value computed on the
 GZ1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1377.degrees latitude (g = 980.6199 gals.).
 GZ1377
 GZ1377.The modeled gravity was interpolated from observed gravity values.
 GZ1377
 GZ1377;                    North         East    Units  Estimated Accuracy
 GZ1377;SPC KY1Z     - 1,144,550.    1,530,940.      MT  (+/- 180 meters Scaled)
 GZ1377
 GZ1377                          SUPERSEDED SURVEY CONTROL
 GZ1377
 GZ1377  NGVD 29 (??/??/92)  226.719  (m)          743.83   (f) ADJ UNCH    2 0
 GZ1377
 GZ1377.Superseded values are not recommended for survey control.
 GZ1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1377.See file dsdata.txt to determine how the superseded data were derived.
 GZ1377
 GZ1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG412665(NAD 83)
 GZ1377_MARKER: DB = BENCH MARK DISK
 GZ1377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1377_SP_SET: CONCRETE PLATFORM
 GZ1377_STAMPING: LORETTO 1935
 GZ1377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1377
 GZ1377  HISTORY     - Date     Condition        Report By
 GZ1377  HISTORY     - 1935     MONUMENTED       CGS
 GZ1377
 GZ1377                          STATION DESCRIPTION
 GZ1377
 GZ1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ1377'AT LORETTO.
 GZ1377'AT LORETTO, MARION COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GZ1377'RAILROAD, ACROSS THE TRACK FROM THE STATION, IN LINE WITH THE
 GZ1377'WEST WALL OF THE POST OFFICE, IN THE TOP OF THE SOUTHWEST CORNER
 GZ1377'OF A CONCRETE PLATFORM, AND ABOUT 2-1/2 FEET HIGHER THAN THE TOP
 GZ1377'OF THE RAIL.  A STANDARD DISK, STAMPED LORETTO 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2694 ***********************************************************************
 GZ2694  DESIGNATION -  LORETTO CONVENT SPIRE
 GZ2694  PID         -  GZ2694
 GZ2694  STATE/COUNTY-  KY/MARION
 GZ2694  USGS QUAD   -  LORETTO (1987)
 GZ2694
 GZ2694                         *CURRENT SURVEY CONTROL
 GZ2694  ___________________________________________________________________
 GZ2694* NAD 83(1993)-  37 39 51.40481(N)    085 23 54.31076(W)     ADJUSTED  
 GZ2694* NAVD 88     -                                                        
 GZ2694  ___________________________________________________________________
 GZ2694  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GZ2694  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 GZ2694
 GZ2694  HORZ ORDER  -  THIRD
 GZ2694
 GZ2694.The horizontal coordinates were established by classical geodetic methods
 GZ2694.and adjusted by the National Geodetic Survey in December 1995..
 GZ2694
 GZ2694
 GZ2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2694
 GZ2694.The geoid height was determined by GEOID03.
 GZ2694
 GZ2694;                    North         East     Units Scale Factor Converg.
 GZ2694;SPC KY1Z     - 1,147,770.056 1,531,017.601   MT  0.99991176   +0 12 57.1
 GZ2694;SPC KY1Z     - 3,765,642.26  5,023,013.58   sFT  0.99991176   +0 12 57.1
 GZ2694;SPC KY S     -   647,760.674   531,019.159   MT  0.99996196   +0 12 47.6
 GZ2694;SPC KY S     - 2,125,194.81  1,742,185.36   sFT  0.99996196   +0 12 47.6
 GZ2694;UTM  16      - 4,169,773.684   641,257.791   MT  0.99984578   +0 58 43.6
 GZ2694
 GZ2694                          SUPERSEDED SURVEY CONTROL
 GZ2694
 GZ2694  NAD 83(1986)-  37 39 51.41329(N)    085 23 54.31944(W) AD(       ) 4
 GZ2694  NAD 27      -  37 39 51.19000(N)    085 23 54.47000(W) AD(       ) 3
 GZ2694
 GZ2694.Superseded values are not recommended for survey control.
 GZ2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2694.See file dsdata.txt to determine how the superseded data were derived.
 GZ2694
 GZ2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4125869774(NAD 83)
 GZ2694_MARKER: 89 = SPIRE
 GZ2694
 GZ2694  HISTORY     - Date     Condition        Report By
 GZ2694  HISTORY     - 1883     FIRST OBSERVED   CGS
 GZ2694
 GZ2694                          STATION DESCRIPTION
 GZ2694
 GZ2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (JFP)
 GZ2694'THE ONLY SPIRE ON THE CONVENT AND ACADEMY OF THE LORETTO SISTERHOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1725 ***********************************************************************
 HA1725  DESIGNATION -  LOST
 HA1725  PID         -  HA1725
 HA1725  STATE/COUNTY-  KY/UNION
 HA1725  USGS QUAD   -  UNIONTOWN (1981)
 HA1725
 HA1725                         *CURRENT SURVEY CONTROL
 HA1725  ___________________________________________________________________
 HA1725* NAD 83(1993)-  37 46 29.25368(N)    087 59 31.29229(W)     ADJUSTED  
 HA1725* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 HA1725  ___________________________________________________________________
 HA1725  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 HA1725  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 HA1725
 HA1725  HORZ ORDER  -  FIRST
 HA1725
 HA1725.The horizontal coordinates were established by classical geodetic methods
 HA1725.and adjusted by the National Geodetic Survey in October 1999..
 HA1725
 HA1725.The orthometric height was scaled from a topographic map.
 HA1725
 HA1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1725
 HA1725.The geoid height was determined by GEOID03.
 HA1725
 HA1725;                    North         East     Units Scale Factor Converg.
 HA1725;SPC KY1Z     - 1,162,348.928 1,302,514.149   MT  0.99990651   -1 22 35.5
 HA1725;SPC KY1Z     - 3,813,473.11  4,273,331.84   sFT  0.99990651   -1 22 35.5
 HA1725;SPC KY S     -   662,312.172   302,500.179   MT  0.99997491   -1 21 34.9
 HA1725;SPC KY S     - 2,172,935.85    992,452.67   sFT  0.99997491   -1 21 34.9
 HA1725;UTM  16      - 4,181,291.594   412,636.020   MT  0.99969401   -0 36 27.8
 HA1725
 HA1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1725!SPC KY1Z     -   0.99998200  x   0.99990651  =   0.99988851
 HA1725!SPC KY S     -   0.99998200  x   0.99997491  =   0.99995691
 HA1725!UTM  16      -   0.99998200  x   0.99969401  =   0.99967601
 HA1725
 HA1725|---------------------------------------------------------------------|
 HA1725| PID    Reference Object                     Distance      Geod. Az  |
 HA1725|                                                           dddmmss.s |
 HA1725| CG8842 LOST RM 1                            24.442 METERS 08758     |
 HA1725| CG8841 LOST AZ MK                                         1885700.4 |
 HA1725| HB1446 SPRING GROVE TV RELAY MAST          APPROX. 9.8 KM 1905542.3 |
 HA1725| HB1453 SHAWNEETOWN BRIDGE OBSTR LIGHT      APPROX.15.4 KM 2324954.2 |
 HA1725| CG8843 LOST RM 2                            23.345 METERS 32746     |
 HA1725|---------------------------------------------------------------------|
 HA1725
 HA1725                          SUPERSEDED SURVEY CONTROL
 HA1725
 HA1725  NAD 83(1993)-  37 46 29.25483(N)    087 59 31.29189(W) AD(       ) 1
 HA1725  NAD 83(1986)-  37 46 29.26097(N)    087 59 31.29439(W) AD(       ) 1
 HA1725  NAD 27      -  37 46 29.10337(N)    087 59 31.18509(W) AD(       ) 1
 HA1725
 HA1725.Superseded values are not recommended for survey control.
 HA1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1725.See file dsdata.txt to determine how the superseded data were derived.
 HA1725
 HA1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1263681292(NAD 83)
 HA1725_MARKER: DS = TRIANGULATION STATION DISK
 HA1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1725
 HA1725  HISTORY     - Date     Condition        Report By
 HA1725  HISTORY     - 1960     MONUMENTED       CGS
 HA1725  HISTORY     - 1962     GOOD             CGS
 HA1725  HISTORY     - 1963     GOOD             FAS
 HA1725
 HA1725                          STATION DESCRIPTION
 HA1725
 HA1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1725'THE STATION IS ABOUT 3 MILES WEST OF UNIONTOWN, AND 1/2 MILE SOUTH OF
 HA1725'THE OHIO RIVER ON THE SUMMIT OF A HIGH RIDGE, AND ON THE PROPERTY OF
 HA1725'MR. E.B. ELSWORTH. IT IS 135 FEET SOUTH OF THE NORTHWEST CORNER OF A
 HA1725'FIELD, 48 FEET SOUTHWEST OF A 6 INCH THORN TREE WITH A TRIANGULAR
 HA1725'BLAZE ON THE WEST SIDE, 186 FEET NORTHWEST OF NORTHWEST POINT OF
 HA1725'WOODS, AND 77 FEET NORTHWEST OF A WITNESS POST. THE MONUMENT IS 16
 HA1725'INCHES UNDERGROUND AND THE DISK IS STAMPED LOST 1960.
 HA1725'
 HA1725'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 130, 268,
 HA1725'AND 360 (JUNCTION THIRD AND MILL STREETS) IN THE WEST EDGE OF
 HA1725'UNIONTOWN, GO WESTERLY ON STATE HIGHWAY 268 FOR 1.1 MILES TO A SIDE
 HA1725'ROAD RIGHT. TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.2
 HA1725'MILES TO A Y-FORK. TAKE THE LEFT FORK AND GO NORTH AND WEST ON A
 HA1725'GRAVELED ROAD FOR 0.85 MILE TO TOP OF HILL, AT A DRIVEWAY ON LEFT
 HA1725'AND BOARD GATE ON THE RIGHT.* TURN RIGHT AND PASS THROUGH GATE AND GO
 HA1725'NORTH ON A FARM LANE FOR 0.15 MILE TO A FENCE CORNER ON RIGHT AND A
 HA1725'TRACK ROAD JUST BEYOND. TURN RIGHT AND FOLLOW OLD FARM ROAD ALONG
 HA1725'FENCE LINE FOR 0.15 MILE TO A GATE. CONTINUE WEST ACROSS CREEK AND
 HA1725'FOLLOW STOCK TRAIL WEST AND NORTH FOR 0.35 MILE TO A GAP IN WOVEN
 HA1725'WIRE FENCE LINE. PASS THROUGH GAP AND CONTINUE DUE NORTH FOR 0.3 MILE
 HA1725'TO STATION IN THE NORTHWEST CORNER OF FIELD.
 HA1725'
 HA1725'TO REACH THE AZIMTH MARK FROM THE STATION, GO SOUTHERLY ACROSS FIELD
 HA1725'FOR ABOUT 0.3 MILE TO WIRE FENCE AND THE MARK.
 HA1725'
 HA1725'REFERENCE MARK 1 IS 99 FEET NORTH OF THE NORTHWEST EDGE OF A LARGE
 HA1725'GULLY, 7 FEET SOUTH OF AN 8 INCH TREE, AND 4 FEET SOUTHEAST OF
 HA1725'THE WITNESS POST. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 HA1725'STAMPED LOST NO 1 1960.
 HA1725'
 HA1725'REFERENCE MARK 2 IS SET AT THE EAST EDGE OF CULTIVATED FIELD, 20 FEET
 HA1725'SOUTH OF A TWIN-TRUNKED TREE AND 16 FEET WEST OF A TWIN-TRUNKED TREE.
 HA1725'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED LOST NO 2
 HA1725'1960.
 HA1725'
 HA1725'THE AZIMUTH MARK IS SET IN THE WEST EDGE OF A PASTURE, 11 FEET SOUTH
 HA1725'OF A 30 INCH TREE, 1 FOOT NORTHEAST OF A FENCE, AND 3 FEET NORTH OF A
 HA1725'WITNESS POST. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HA1725'LOST 1960.
 HA1725'
 HA1725'*DUE TO WET WEATHER, IT WAS NECESSARY TO PACK FROM THIS POINT TO THE
 HA1725'STATION.  THE DESCRIPTION FROM HERE IS THE
 HA1725'RECONNAISSANCE DESCRIPTION.
 HA1725'
 HA1725'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA1725
 HA1725                          STATION RECOVERY (1962)
 HA1725
 HA1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1725'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HA1725'FOUND IN GOOD CONDITION.  THE DIRECTIONS TO REFERENCE MARKS
 HA1725'1 AND 2 AND THE AZIMUTH MARK CHECKED.  THE DISTANCE TO REFERENCE MARK
 HA1725'1 WAS FOUND TO BE 0.03 FOOT SHORTER THAN PREVIOUSLY MEASURED.
 HA1725'THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 0.04 FOOT SHORTER
 HA1725'THAN PREVIOUSLY MEASURED.  THE PREVIOUS DESCRIPTION IS ADEQUATE.
 HA1725'
 HA1725'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA1725
 HA1725                          STATION RECOVERY (1963)
 HA1725
 HA1725'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1963
 HA1725'ALL MARKS WERE FOUND AS DESCRIBED.
 HA1725'
 HA1725'RECOVERED BY FAIRCHILD AERIAL SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3263 ***********************************************************************
 GY3263  DESIGNATION -  LOST RESET
 GY3263  PID         -  GY3263
 GY3263  STATE/COUNTY-  KY/PERRY
 GY3263  USGS QUAD   -  HAZARD NORTH (1992)
 GY3263
 GY3263                         *CURRENT SURVEY CONTROL
 GY3263  ___________________________________________________________________
 GY3263* NAD 83(1993)-  37 19 03.10288(N)    083 11 03.39317(W)     ADJUSTED  
 GY3263* NAVD 88     -       563.     (meters)    1847.     (feet)  SCALED    
 GY3263  ___________________________________________________________________
 GY3263  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 GY3263  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GY3263
 GY3263  HORZ ORDER  -  SECOND
 GY3263
 GY3263.The horizontal coordinates were established by classical geodetic methods
 GY3263.and adjusted by the National Geodetic Survey in December 1995..
 GY3263
 GY3263.The orthometric height was scaled from a topographic map.
 GY3263
 GY3263.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3263
 GY3263.The geoid height was determined by GEOID03.
 GY3263
 GY3263;                    North         East     Units Scale Factor Converg.
 GY3263;SPC KY1Z     - 1,112,355.617 1,727,386.699   MT  0.99995220   +1 34 30.9
 GY3263;SPC KY1Z     - 3,649,453.39  5,667,267.86   sFT  0.99995220   +1 34 30.9
 GY3263;SPC KY S     -   612,307.915   727,385.858   MT  0.99994544   +1 33 21.7
 GY3263;SPC KY S     - 2,008,880.22  2,386,431.77   sFT  0.99994544   +1 33 21.7
 GY3263;UTM  17      - 4,132,335.000   306,450.322   MT  1.00006148   -1 19 28.5
 GY3263
 GY3263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3263!SPC KY1Z     -   0.99991660  x   0.99995220  =   0.99986881
 GY3263!SPC KY S     -   0.99991660  x   0.99994544  =   0.99986205
 GY3263!UTM  17      -   0.99991660  x   1.00006148  =   0.99997808
 GY3263
 GY3263|---------------------------------------------------------------------|
 GY3263| PID    Reference Object                     Distance      Geod. Az  |
 GY3263|                                                           dddmmss.s |
 GY3263| DB9662 LOST RM 4                             6.990 METERS 09312     |
 GY3263| GY3265 HAZARD STATE POLICE RADIO MAST      APPROX. 6.6 KM 1795928.6 |
 GY3263| DB9663 LOST RM 5                            11.388 METERS 20557     |
 GY3263| DB9659 LOST RM 1                             2.734 METERS 21157     |
 GY3263| DB9658 LOST AZ MK RESET                                   2210756.5 |
 GY3263| DB9661 LOST RM 3                             7.736 METERS 22731     |
 GY3263| DB9660 LOST RM 2 RESET                       5.066 METERS 31611     |
 GY3263| GY3262 LOST LOOKOUT TOWER                    4.241 METERS 33713     |
 GY3263| DB9657 LOST AZ MK                                         3423812.0 |
 GY3263| DB9664 LOST RM 6                            44.775 METERS 34348     |
 GY3263|---------------------------------------------------------------------|
 GY3263
 GY3263                          SUPERSEDED SURVEY CONTROL
 GY3263
 GY3263  NAD 83(1993)-  37 19 03.11060(N)    083 11 03.39829(W) AD(       ) 2
 GY3263  NAD 83(1986)-  37 19 03.11029(N)    083 11 03.39886(W) AD(       ) 2
 GY3263  NAD 27      -  37 19 02.76054(N)    083 11 03.77346(W) AD(       ) 2
 GY3263
 GY3263.Superseded values are not recommended for survey control.
 GY3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3263.See file dsdata.txt to determine how the superseded data were derived.
 GY3263
 GY3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB0645032335(NAD 83)
 GY3263_MARKER: DS = TRIANGULATION STATION DISK
 GY3263_SETTING: 66 = SET IN ROCK OUTCROP
 GY3263
 GY3263  HISTORY     - Date     Condition        Report By
 GY3263  HISTORY     - 1934     MONUMENTED       CGS
 GY3263  HISTORY     - 1950     SEE DESCRIPTION  CGS
 GY3263  HISTORY     - 1960     POOR             THOMAS
 GY3263  HISTORY     - 1967     SEE DESCRIPTION  CGS
 GY3263  HISTORY     - 19860422 GOOD             USE
 GY3263
 GY3263                          STATION DESCRIPTION
 GY3263
 GY3263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GY3263'THIS IS AN OLD (U.S.G.S.) STATION LOCATED AT THE HEAD OF LOST CREEK,
 GY3263'KNOWN AS LOST CREEK MOUNTAIN, ABOUT 4-3/4 MILES N OF HAZARD.
 GY3263'STATION WAS RE-MARKED WITH A STANDARD U.S.C.AND G.S. DISK.  STATION
 GY3263'IS ON THE SOUTHERN END OF A NARROW RIDGE NEAR A GROUP OF LARGE
 GY3263'BOULDERS, ABOUT 14 FEET N OF THE SOUTHERN EDGE OF ROCK CONTAINING
 GY3263'REFERENCE MARK NO.1.
 GY3263'
 GY3263'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 GY3263'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GY3263'
 GY3263'REFERENCE MARK NO. 1 IS SW OF STATION IN A LARGE ROCK ABOUT SAME
 GY3263'ELEVATION AS STATION.
 GY3263'
 GY3263'REFERENCE MARK NO. 2 IS NW OF STATION IN A LARGE ROCK ABOUT SAME
 GY3263'ELEVATION AS STATION.
 GY3263'
 GY3263'AZIMUTH MARK IS NNW OF STATION ON CREST OF RIDGE SLOPING DOWNWARD, IN
 GY3263'ROCK OUTCROP, NEAR A GROUP OF BOULDERS.
 GY3263'
 GY3263'TO REACH FROM HAZARD, TAKE HIGHWAY 15 N FROM COURTHOUSE 5.2 MILES, OR
 GY3263'0.25 MILE BEYOND BULAN POST OFFICE, AND TAKE A LEFT DIRT ROAD
 GY3263'LEADING THROUGH A SMALL MINING CAMP.  FOLLOW THIS 0.5 MILE, CROSS
 GY3263'RAILROAD, THEN A WOODEN BRIDGE, CONTINUE 0.25 MILE AND TAKE
 GY3263'LEFT FORK.  FOLLOW THIS UP HOLLOW 0.85 MILE TO GAP AT END OF TRUCK
 GY3263'TRAVEL.  TAKE TRAIL UP RIDGE TO LEFT (W).  THIS TRAIL SKIRTS LEFT
 GY3263'OF KNOB ABOUT HALF-WAY TO TOP.  FOLLOW IT ABOUT 1/4 MILE AND TURN
 GY3263'RIGHT AROUND KNOB, CONTINUE ON TRAIL ABOUT 3/8 MILE TO TOP OF
 GY3263'ROCK RIDGE AND STATION.
 GY3263'
 GY3263'A 4-FOOT STAND IS REQUIRED.
 GY3263
 GY3263                          STATION RECOVERY (1950)
 GY3263
 GY3263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3263'STATION WAS RECOVERED AS DESCRIBED BUT ALL THE DISKS HAVE BEEN
 GY3263'REMOVED AND ONLY THE DRILL HOLES REMAIN.  THE DISTANCE TO THE
 GY3263'REFERENCE MARKS DRILL HOLES WERE CHECKED AND FOUND TO BE CORRECT.
 GY3263'THE DIRECTION TO THE AZIMUTH MARK AND REFERENCE MARKS DRILL
 GY3263'HOLES WERE CHECKED AND FOUND TO BE CORRECT.  A NEW STATION DISK AND
 GY3263'REFERENCE MARK NO. 2 DISK WERE REPLACED IN THE OLD DRILL HOLES
 GY3263'AND A NEW REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WAS SET BY THIS
 GY3263'PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GY3263'
 GY3263'STATION IS LOCATED ABOUT 4.5 MILES NORTH OF HAZARD ON A HIGH ROCKY
 GY3263'PEAK CALLED LOST CREEK MOUNTAIN AND NEAR THE LOST LOOKOUT TOWER.
 GY3263'IT IS 12 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER AND
 GY3263'8 FEET SOUTHWEST OF THE SOUTHEAST LEG OF THE TOWER.  THE DISK IS SET
 GY3263'IN A DRILL HOLE IN OUTCROPPING BED ROCK AND STAMPED LOST USGS 1934
 GY3263'1950.
 GY3263'
 GY3263'REFERENCE MARK NO. 2 IS 16 FEET NORTHWEST OF THE SOUTHEAST LEG OF THE
 GY3263'LOOKOUT TOWER AND 9 FEET NORTH OF THE SOUTHWEST LEG OF THE TOWER.
 GY3263'THE DISK IS SET IN A DRILL HOLE IN OUTCROPPING BED ROCK AND IS
 GY3263'STAMPED LOST USGS NO 2 1934 1950.
 GY3263'
 GY3263'REFERENCE MARK NO. 3 IS 23 FEET SOUTH OF THE SOUTHWEST LEG OF THE
 GY3263'LOOKOUT TOWER AND ON THE MOST SOUTHERLY END OF THE ROCK.  THE
 GY3263'DISK IS SET IN A DRILL HOLE IN OUTCROPPING BED ROCK AND STAMPED LOST
 GY3263'USGS NO 3 1950.
 GY3263'
 GY3263'AZIMUTH MARK IS ON A HIGH ROCK LEDGE ABOUT 20 FEET HIGHER THAN THE
 GY3263'ROAD.  IT IS 40 FEET SOUTH OF THE CENTER OF THE ROAD, 28 FEET WEST OF
 GY3263'A WHITE WITNESS POST AND 3 FEET SOUTH OF THE SOUTH EDGE OF THE ROCK.
 GY3263'THE DISK IS SET IN A DRILL HOLE IN OUTCROPPING BED ROCK AND STAMPED
 GY3263'LOST USGS 1934 RESET 1950.
 GY3263'
 GY3263'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 80
 GY3263'ABOUT 3 MILES NORTH OF HAZARD, GO WEST ON HIGHWAY 80 FOR 1.4 MILES
 GY3263'TO THE JUNCTION OF STATE HIGHWAY 28, TURN RIGHT ON HIGHWAY 28, AND GO
 GY3263'2.0 MILES TO THE JUNCTION OF STATE HIGHWAY 267, TURN RIGHT ON
 GY3263'HIGHWAY 267 AND GO 2.35 MILES TO THE END OF THE PAVEMENT, CONTINUE UP
 GY3263'HILL ON GRAVEL ROAD AND GO 0.9 MILE TO A LARGE CUT IN THE HILL AND A
 GY3263'COAL DUMP ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GY3263'CONTINUE UP HILL FOR 0.2 MILE TO A SIDE ROAD LEFT AND A TRAIL
 GY3263'LEADING NORTHERLY UP A STEEP HILL, TAKE TRAIL UP HILL AND GO 0.2
 GY3263'MILE TO THE END OF TRUCK TRAVEL AND A PATH LEADING UP THROUGH LARGE
 GY3263'ROCKS TO LOST LOOKOUT TOWER AND STATION AS DESCRIBED.
 GY3263'
 GY3263'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GY3263
 GY3263                          STATION RECOVERY (1960)
 GY3263
 GY3263'RECOVERY NOTE BY THOMAS ENG AND SURV 1960 (GNS)
 GY3263'THE SURFACE DISK BATTERED-STILL USABLE.
 GY3263'
 GY3263'REFERENCE MARK 2 WAS FOUND UNDISTURBED.
 GY3263'
 GY3263'REFERENCE MARK 3 WAS FOUND UNDISTURBED AND MEASURED 25.36 TO STATION.
 GY3263'
 GY3263'THE AZIMUTH MARK WAS FOUND UNDISTURBED.
 GY3263'
 GY3263'REFERENCE MARK 1 DRILL HOLE STILL DISCERNIBLE.
 GY3263
 GY3263                          STATION RECOVERY (1967)
 GY3263
 GY3263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GY3263'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK RESET
 GY3263'1950 WERE RECOVERED IN GOOD CONDITION.  THE STATION MARK WAS BADLY
 GY3263'MUTILATED, BUT COMPLETELY FIRM IN THE ROCK AND THE CENTER POINT WAS
 GY3263'COMPLETELY VISIBLE.  ALL OTHER REFERENCE MARKS AND DRILL HOLES
 GY3263'HAD BEEN DESTROYED BY EXCAVATION WHEN A T.V. CABLE MAST WAS INSTALLED
 GY3263'NEAR THE STATION.  THE HORIZONTAL ANGLE BETWEEN THE AZIMUTH MARK AND
 GY3263'R.M. NO. 2 SHOWED A DISCREPANCY OF 00 DEG 01 MIN 18.2 SEC, HOWEVER,
 GY3263'THE HORIZONTAL DISTANCE MEASUREMENT CHECKED THE 1950 MEASUREMENT
 GY3263'FLAT.
 GY3263'
 GY3263'DUE TO THE CONSTRUCTION OF A NEW STEEL LOOKOUT TOWER BY THE KENTUCKY
 GY3263'FORESTRY SERVICE, THE ENTIRE ROCK MASS WHERE THE STATION WAS SET
 GY3263'HAD TO BE LOWERED A DEPTH OF ABOUT 10 FEET, AND THE ENTIRE STATION
 GY3263'WOULD BE LOST.  AS NO POSSIBLE LOCATION COULD BE ATTAINED TO
 GY3263'MOVE THE STATION OUT OF THE CONSTRUCTION AREA, THREE NEW REFERENCE
 GY3263'MARKS WERE ESTABLISHED FOR USE IN RE-ESTABLISHING THE STATION.
 GY3263'HORIZONTAL AND VERTICAL ANGLES WERE THEN OBSERVED UPON THESE
 GY3263'REFERENCE MARKS AND SLOPE MEASUREMENTS MADE TO EACH FROM THE AXIS
 GY3263'OF THE THEODOLITE.  SEE HEAD OF DESCRIPTION IN BOX.  AFTER ALL
 GY3263'OBSERVATIONS AND MEASUREMENTS WERE MADE AND CHECKED, ALL EXISTING
 GY3263'MARKS AT THE STATION SITE WERE DESTROYED AND THE DISK REMOVED,
 GY3263'TO PERMIT THE LEVELING OF THE MOUNTAIN TOP AND THE ERECTION OF THE
 GY3263'STEEL TOWER.
 GY3263'
 GY3263'*NOTE-HORIZONTAL DISTANCES COMPUTED THROUGH VERTICAL ANGLES AND SLOPE
 GY3263'DISTANCE MEASUREMENTS.
 GY3263'
 GY3263'AFTER THE GREATER PART OF THE CONSTRUCTION WAS COMPLETED ON THE NEW
 GY3263'STEEL TOWER, THE STATION WAS RE-ESTABLISHED IN ITS EXACT ORIGINAL
 GY3263'POSITION THROUGH THE COMPUTED HORIZONTAL DISTANCES OF THE NEW
 GY3263'REFERENCE MARKS AND HORIZONTAL ANGLE MEASUREMENTS BETWEEN THE
 GY3263'REFERENCE MARKS.  AT THE TIME THE STATION WAS RE-ESTABLISHED, THE
 GY3263'AZIMUTH MARK WAS OBSTRUCTED BY A VERY LARGE ROCK AND COULD NOT BE
 GY3263'USED IN CHECKING THE ANGLES.  THIS ROCK WILL BE REMOVED AT A FUTURE
 GY3263'DATE WHEN THE PROPER EQUIPMENT IS AVAILABLE AND THE AZIMUTH MARK
 GY3263'WILL THEN BE VISIBLE ONCE MORE.
 GY3263'
 GY3263'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH OF HAZARD AND ABOUT 2
 GY3263'MILES NORTH-NORTHEAST OF BULAN, ON A HIGH ROCKY PEAK KNOWN
 GY3263'LOCALLY AS LOST CREEK MOUNTAIN AT THE SITE OF THE LOST MAOUNTAIN
 GY3263'LOOKOUT TOWER.
 GY3263'
 GY3263'TO REACH THE STATION FROM THE NEW POST OFFICE IN BULAN, GO
 GY3263'NORTHEASTERLY ON STATE ROUTE 15 FOR 0.2 MILE TO THE JUNCTION OF
 GY3263'COUNTY ROAD 1146 ON THE LEFT.  HERE TURN LEFT ON COUNTY ROAD 1146 AND
 GY3263'GO NORTHERLY FOR 0.7 MILE TO A FORK, KEEP THE LEFT FORK ON
 GY3263'PAVED ROAD AND CONTINUE NORTHWESTERLY FOR 0.8 MILE TO A GRAVELED ROAD
 GY3263'SHARP LEFT AND A SIGN COUNTY DUMP. HERE TURN SHARP LEFT ON THIS
 GY3263'GRAVELED ROAD AND FOLLOW WINDING ROAD IN A GENERAL SOUTHWESTERLY
 GY3263'DIRECTION FOR 0.9
 GY3263'MILE TO A ROAD SHARP RIGHT AND ANOTHER SIGN COUNTY DUMP.*HERE TURN
 GY3263'RIGHT AND GO NORTHWESTERLY FOR 0.15 MILE TO A ROAD SHARP RIGHT AND
 GY3263'THE DUMP DEAD AHEAD.  HERE TURN SHARP RIGHT AND FOLLOW VERY WINDING
 GY3263'ROAD UPHILL IN A GENERALLY NORTHERLY DIRECTION FOR 0.35
 GY3263'MILE TO THE LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 GY3263'
 GY3263'THE STATION IS 34.5 FEET SOUTWEST OF A TRANSFORMER AND LIGHT POLE,
 GY3263'22.1 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE NEW LOOKOUT TOWER,
 GY3263'18.6 FEET WEST OF THE SOUTHEAST CORNER OF A BLOCK BUILDING, 14.5 FEET
 GY3263'SOUTH OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, AND 10.8 FEET
 GY3263'NORTHWEST OF THE NORTHWEST CORNER OF THE BLOCK BUILDING.  IT IS A
 GY3263'STANDARD DISK SET IN A MASS OF CONCRETE IN A BELL-SHAPED HOLE
 GY3263'CHISELED OUT IN THE SANDSTONE BEDROCK ABOUT 6 INCHES BELOW THE RATHER
 GY3263'SHALY SURFACE AND THE DISK IS STAMPED LOST USGS 1934 1967.
 GY3263'
 GY3263'REFERENCE MARK NO. 4 IS 24 FEET SOUTH OF THE TRANSFORMER AND LIGHT
 GY3263'POLE AND 4.3 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 GY3263'BLOCK BUILDING.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GY3263'THE CONCRETE BASE AND PORCH OF THE BLOCK BUILDING AND THE DISK
 GY3263'IS STAMPED LOST USGS NO 4 1934 1967.
 GY3263'
 GY3263'REFERENCE MARK NO. 5 IS 34 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 GY3263'BLOCK BUILDING AND 32.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GY3263'OF THE BLOCK BUILDING.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 GY3263'HOLE IN THE TRIANGULAR SHAPED CONCRETE BASE SUPPORTING THE
 GY3263'DUANE TELEVISION CORP. MAST.  IT IS ABOUT 3.5 FEET ABOVE THE
 GY3263'ELEVATION OF THE STATION AND THE DISK IS STAMPED LOST USGS NO 5
 GY3263'1934 1967.
 GY3263'
 GY3263'REFERENCE MARK NO. 6 IS 12 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GY3263'ROAD LEADING TO THE LOOKOUT TOWER AND ABOUT LEVEL WITH THE STATION.
 GY3263'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TRIANGULAR
 GY3263'SHAPED CONCRETE BASE SUPPORTING THE KENTUCKY-WEST VIRGINIA GAS CO.
 GY3263'RELAY MAST AND THE DISK IS STAMPED LOST USGS NO 6 1934 1967.
 GY3263'
 GY3263'DUE TO OBSTRUCTIONS ON LINE THE REFERENCE MARKS COULD NOT BE MEASURED
 GY3263'BETWEEN.
 GY3263'
 GY3263'THE AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE SOUTHWEST OF THE STATION
 GY3263'AND AT A MUCH LOWER ELEVATION.  IT IS 5 FEET NORTHEAST OF A
 GY3263'9-INCH BLACK LOCUST TREE WITH A METAL WITNESS SIGN ATTACHED TO THE
 GY3263'NORTH SIDE AND 3 FEET SOUTH OF THE NORTH EDGE OF A ROCK LEDGE.
 GY3263'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GY3263'AND THE DISK IS STAMPED LOST USGS 1934 RESET 1950.
 GY3263'
 GY3263'*TO REACH THE STATION FROM THIS POINT, CONTINUE SOUTHWESTERLY AND
 GY3263'WEST ON A GRAVELED ROAD FOR 0.45 MILE TO A ROCK LEDGE ON THE
 GY3263'LEFT AND A LARGE COAL CASTING DUMP ON THE RIGHT.  THE MARK IS ATOP
 GY3263'THE ROCK LEDGE ON THE LEFT ABOUT 20 FEET ABOVE THE ELEVATION OF THE
 GY3263'ROAD.
 GY3263'
 GY3263'A TRAVERSE CONNECTION WAS MADE TO LOST MOUNTAIN LOT (NEW) CENTER, THE
 GY3263'DISTANCE BEING 24.14 FEET-7.358 METERS.  THIS LOOKOUT TOWER IS A
 GY3263'FOUR-LEGGED STEEL STRUCTURE SUPPORTING AN ENCLOSED METAL CAB AND THE
 GY3263'OVER-ALL HEIGHT IS 60 FEET TO THE APEX OF THE ROOF.
 GY3263
 GY3263                          STATION RECOVERY (1986)
 GY3263
 GY3263'RECOVERY NOTE BY US ENGINEERS 1986 (FWF)
 GY3263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2148 ***********************************************************************
 HY2148  DESIGNATION -  LOUISA RESET 1963
 HY2148  PID         -  HY2148
 HY2148  STATE/COUNTY-  KY/LAWRENCE
 HY2148  USGS QUAD   -  LOUISA (1993)
 HY2148
 HY2148                         *CURRENT SURVEY CONTROL
 HY2148  ___________________________________________________________________
 HY2148* NAD 83(1986)-  38 06 56.     (N)    082 36 09.     (W)     SCALED    
 HY2148* NAVD 88     -       176.90   (meters)     580.4    (feet)  RESET     
 HY2148  ___________________________________________________________________
 HY2148  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY2148
 HY2148  VERT ORDER  -  THIRD
 HY2148
 HY2148.The horizontal coordinates were scaled from a topographic map and have
 HY2148.an estimated accuracy of +/- 6 seconds.
 HY2148
 HY2148.The orthometric height was computed from unverified reset data.
 HY2148.No vertical observational check was made to the station.
 HY2148
 HY2148.The geoid height was determined by GEOID03.
 HY2148
 HY2148;                    North         East    Units  Estimated Accuracy
 HY2148;SPC KY1Z     - 1,202,450.    1,775,940.      MT  (+/- 180 meters Scaled)
 HY2148
 HY2148                          SUPERSEDED SURVEY CONTROL
 HY2148
 HY2148  NGVD 29 (10/08/05)  177.12   (m)          581.1    (f) RESET       3  
 HY2148
 HY2148.Superseded values are not recommended for survey control.
 HY2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2148.See file dsdata.txt to determine how the superseded data were derived.
 HY2148
 HY2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC595198(NAD 83)
 HY2148_MARKER: DB = BENCH MARK DISK
 HY2148_SETTING: 0 = UNSPECIFIED SETTING
 HY2148_STAMPING: LOUISA RESET 1963
 HY2148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY2148+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 HY2148
 HY2148  HISTORY     - Date     Condition        Report By
 HY2148  HISTORY     - 1963     MONUMENTED       LOCENG
 HY2148  HISTORY     - 19960729 GOOD             KYDT
 HY2148
 HY2148                          STATION DESCRIPTION
 HY2148
 HY2148'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 HY2148'IN LOUISA.
 HY2148'IN LOUISA, LOCATED AT THE SOUTHWEST CORNER OF THE LAWRENCE COUNTY
 HY2148'COURTHOUSE, 84 FEET EAST OF APPROXIMATE CENTER LINE OF MAIN CROSS
 HY2148'STREET, 56 FEET SOUTH OF THE CENTER OF THE WEST ENTRANCE OF THE
 HY2148'COURTHOUSE, 32 FEET EAST OF THE EAST WALL OF A SMALL BRICK BUILDING,
 HY2148'19.8 FEET NORTH OF THE NORTHWEST CORNER OF A LOG MUSEUM, 100 FEET
 HY2148'NORTHEAST OF EDGE OF A SIDEWALK IN CENTER OF CORNER CURVE, 0.5
 HY2148'FOOT SOUTHWEST OF SOUTHWEST CORNER OF COURTHOUSE, IN THE TOP OF A
 HY2148'6-INCH TERRA COTTA TILE FILLED WITH CONCRETE SET ON TOP OF THE
 HY2148'STONE FOUNDATION OF THE ORIGINAL BUILDING.
 HY2148
 HY2148                          STATION RECOVERY (1996)
 HY2148
 HY2148'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 HY2148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AF9661 ***********************************************************************
 AF9661  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9661  DESIGNATION -  LOUISVILLE 1 CORS ARP
 AF9661  CORS_ID     -  LOU1
 AF9661  PID         -  AF9661
 AF9661  STATE/COUNTY-  KY/SPENCER
 AF9661  USGS QUAD   -  TAYLORSVILLE (1993)
 AF9661
 AF9661                         *CURRENT SURVEY CONTROL
 AF9661  ___________________________________________________________________
 AF9661* NAD 83(CORS)-  38 00 37.03762(N)    085 17 55.69832(W)     ADJUSTED  
 AF9661* NAVD 88     -                                                        
 AF9661  ___________________________________________________________________
 AF9661  EPOCH DATE  -        2002.00
 AF9661  X           -     412,409.127 (meters)                     COMP
 AF9661  Y           -  -5,014,948.664 (meters)                     COMP
 AF9661  Z           -   3,906,462.064 (meters)                     COMP
 AF9661  ELLIP HEIGHT-         192.08  (meters)          (03/??/02) GPS OBS
 AF9661  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AF9661
 AF9661  HORZ ORDER  -  SPECIAL (CORS)
 AF9661  ELLP ORDER  -  SPECIAL (CORS)
 AF9661
 AF9661.ITRF positions are available for this station.
 AF9661.The coordinates were established by GPS observations
 AF9661.and adjusted by the National Geodetic Survey in March 2002..
 AF9661.The coordinates are valid at the epoch date displayed above.
 AF9661.The epoch date for horizontal control is a decimal equivalence
 AF9661.of Year/Month/Day.
 AF9661
 AF9661
 AF9661.The PID for the CORS L1 Phase Center is AJ7935.
 AF9661
 AF9661.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9661
 AF9661.The ellipsoidal height was determined by GPS observations
 AF9661.and is referenced to NAD 83.
 AF9661
 AF9661.The geoid height was determined by GEOID03.
 AF9661
 AF9661;                    North         East     Units Scale Factor Converg.
 AF9661;SPC KY1Z     - 1,186,208.552 1,539,620.209   MT  0.99990766   +0 16 37.3
 AF9661;SPC KY1Z     - 3,891,752.56  5,051,237.30   sFT  0.99990766   +0 16 37.3
 AF9661;SPC KY N     -    57,164.612   407,896.311   MT  0.99999369   -0 39 08.7
 AF9661;SPC KY N     -   187,547.56  1,338,239.81   sFT  0.99999369   -0 39 08.7
 AF9661
 AF9661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9661!SPC KY1Z     -   0.99996986  x   0.99990766  =   0.99987752
 AF9661!SPC KY N     -   0.99996986  x   0.99999369  =   0.99996355
 AF9661
 AF9661                          SUPERSEDED SURVEY CONTROL
 AF9661
 AF9661  NAD 83(CORS)-  38 00 37.03742(N)    085 17 55.69834(W) AD(1997.00) c
 AF9661  ELLIP H (07/??/00)  192.07   (m)                       GP(1997.00) c c
 AF9661  NAD 83(CORS)-  38 00 37.03733(N)    085 17 55.69873(W) AD(1997.00) c
 AF9661  ELLIP H (07/??/98)  192.11   (m)                       GP(1997.00) c c
 AF9661  NAD 83(CORS)-  38 00 37.03733(N)    085 17 55.69873(W) AD(1996.00) c
 AF9661  ELLIP H (03/??/98)  192.11   (m)                       GP(1996.00) c c
 AF9661
 AF9661.Superseded values are not recommended for survey control.
 AF9661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9661.See file dsdata.txt to determine how the superseded data were derived.
 AF9661
 AF9661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4934508322(NAD 83)
 AF9661_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9661
 AF9661                          STATION DESCRIPTION
 AF9661
 AF9661'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9661'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9661'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9661'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9661'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9661'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ7935 ***********************************************************************
 AJ7935  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7935  DESIGNATION -  LOUISVILLE 1 CORS L1 PHASE CENTER
 AJ7935  CORS_ID     -  LOU1
 AJ7935  PID         -  AJ7935
 AJ7935  STATE/COUNTY-  KY/SPENCER
 AJ7935  USGS QUAD   -  TAYLORSVILLE (1993)
 AJ7935
 AJ7935                         *CURRENT SURVEY CONTROL
 AJ7935  ___________________________________________________________________
 AJ7935* NAD 83(CORS)-  38 00 37.03758(N)    085 17 55.69835(W)     ADJUSTED  
 AJ7935* NAVD 88     -                                                        
 AJ7935  ___________________________________________________________________
 AJ7935  EPOCH DATE  -        2002.00
 AJ7935  X           -     412,409.132 (meters)                     COMP
 AJ7935  Y           -  -5,014,948.727 (meters)                     COMP
 AJ7935  Z           -   3,906,462.112 (meters)                     COMP
 AJ7935  ELLIP HEIGHT-         192.16  (meters)          (03/??/02) GPS OBS
 AJ7935  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AJ7935
 AJ7935  HORZ ORDER  -  SPECIAL (CORS)
 AJ7935  ELLP ORDER  -  SPECIAL (CORS)
 AJ7935
 AJ7935.ITRF positions are available for this station.
 AJ7935.The coordinates were established by GPS observations
 AJ7935.and adjusted by the National Geodetic Survey in March 2002..
 AJ7935.The coordinates are valid at the epoch date displayed above.
 AJ7935.The epoch date for horizontal control is a decimal equivalence
 AJ7935.of Year/Month/Day.
 AJ7935
 AJ7935
 AJ7935.The PID for the CORS ARP is AF9661.
 AJ7935
 AJ7935.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7935
 AJ7935.The ellipsoidal height was determined by GPS observations
 AJ7935.and is referenced to NAD 83.
 AJ7935
 AJ7935.The geoid height was determined by GEOID03.
 AJ7935
 AJ7935;                    North         East     Units Scale Factor Converg.
 AJ7935;SPC KY1Z     - 1,186,208.550 1,539,620.208   MT  0.99990766   +0 16 37.3
 AJ7935;SPC KY1Z     - 3,891,752.55  5,051,237.30   sFT  0.99990766   +0 16 37.3
 AJ7935;SPC KY N     -    57,164.611   407,896.310   MT  0.99999369   -0 39 08.7
 AJ7935;SPC KY N     -   187,547.56  1,338,239.81   sFT  0.99999369   -0 39 08.7
 AJ7935
 AJ7935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7935!SPC KY1Z     -   0.99996985  x   0.99990766  =   0.99987751
 AJ7935!SPC KY N     -   0.99996985  x   0.99999369  =   0.99996354
 AJ7935
 AJ7935                          SUPERSEDED SURVEY CONTROL
 AJ7935
 AJ7935  NAD 83(CORS)-  38 00 37.03738(N)    085 17 55.69837(W) AD(1997.00) c
 AJ7935  ELLIP H (07/??/00)  192.15   (m)                       GP(1997.00) c c
 AJ7935  NAD 83(CORS)-  38 00 37.03729(N)    085 17 55.69876(W) AD(1997.00) c
 AJ7935  ELLIP H (07/??/98)  192.20   (m)                       GP(1997.00) c c
 AJ7935  NAD 83(CORS)-  38 00 37.03729(N)    085 17 55.69876(W) AD(1996.00) c
 AJ7935  ELLIP H (03/??/98)  192.20   (m)                       GP(1996.00) c c
 AJ7935
 AJ7935.Superseded values are not recommended for survey control.
 AJ7935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7935.See file dsdata.txt to determine how the superseded data were derived.
 AJ7935
 AJ7935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4934508322(NAD 83)
 AJ7935_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7935
 AJ7935                          STATION DESCRIPTION
 AJ7935
 AJ7935'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7935'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7935'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7935'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7935'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7935'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AF9678 ***********************************************************************
 AF9678  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9678  DESIGNATION -  LOUISVILLE 2 CORS ARP
 AF9678  CORS_ID     -  LOU2
 AF9678  PID         -  AF9678
 AF9678  STATE/COUNTY-  KY/SPENCER
 AF9678  USGS QUAD   -  TAYLORSVILLE (1993)
 AF9678
 AF9678                         *CURRENT SURVEY CONTROL
 AF9678  ___________________________________________________________________
 AF9678* NAD 83(CORS)-  38 00 37.88234(N)    085 17 55.32423(W)     ADJUSTED  
 AF9678* NAVD 88     -                                                        
 AF9678  ___________________________________________________________________
 AF9678  EPOCH DATE  -        2002.00
 AF9678  X           -     412,416.878 (meters)                     COMP
 AF9678  Y           -  -5,014,931.569 (meters)                     COMP
 AF9678  Z           -   3,906,482.302 (meters)                     COMP
 AF9678  ELLIP HEIGHT-         191.62  (meters)          (02/??/04) GPS OBS
 AF9678  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AF9678
 AF9678  HORZ ORDER  -  SPECIAL (CORS)
 AF9678  ELLP ORDER  -  SPECIAL (CORS)
 AF9678
 AF9678.ITRF positions are available for this station.
 AF9678.The coordinates were established by GPS observations
 AF9678.and adjusted by the National Geodetic Survey in February 2004..
 AF9678.The coordinates are valid at the epoch date displayed above.
 AF9678.The epoch date for horizontal control is a decimal equivalence
 AF9678.of Year/Month/Day.
 AF9678
 AF9678
 AF9678.The PID for the CORS L1 Phase Center is DG4255.
 AF9678
 AF9678.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9678
 AF9678.The ellipsoidal height was determined by GPS observations
 AF9678.and is referenced to NAD 83.
 AF9678
 AF9678.The geoid height was determined by GEOID03.
 AF9678
 AF9678;                    North         East     Units Scale Factor Converg.
 AF9678;SPC KY1Z     - 1,186,234.638 1,539,629.208   MT  0.99990767   +0 16 37.5
 AF9678;SPC KY1Z     - 3,891,838.14  5,051,266.83   sFT  0.99990767   +0 16 37.5
 AF9678;SPC KY N     -    57,190.551   407,905.733   MT  0.99999365   -0 39 08.5
 AF9678;SPC KY N     -   187,632.67  1,338,270.73   sFT  0.99999365   -0 39 08.5
 AF9678
 AF9678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9678!SPC KY1Z     -   0.99996993  x   0.99990767  =   0.99987761
 AF9678!SPC KY N     -   0.99996993  x   0.99999365  =   0.99996358
 AF9678
 AF9678                          SUPERSEDED SURVEY CONTROL
 AF9678
 AF9678  NAD 83(CORS)-  38 00 37.88257(N)    085 17 55.32441(W) AD(2002.00) c
 AF9678  ELLIP H (03/??/02)  191.63   (m)                       GP(2002.00) c c
 AF9678  NAD 83(CORS)-  38 00 37.88273(N)    085 17 55.32458(W) AD(1997.00) c
 AF9678  ELLIP H (07/??/98)  191.63   (m)                       GP(1997.00) c c
 AF9678
 AF9678.Superseded values are not recommended for survey control.
 AF9678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9678.See file dsdata.txt to determine how the superseded data were derived.
 AF9678
 AF9678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4935408348(NAD 83)
 AF9678_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9678
 AF9678                          STATION DESCRIPTION
 AF9678
 AF9678'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 AF9678'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9678'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9678'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9678'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9678'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG4255 ***********************************************************************
 DG4255  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4255  DESIGNATION -  LOUISVILLE 2 CORS L1 PHASE CENTER
 DG4255  CORS_ID     -  LOU2
 DG4255  PID         -  DG4255
 DG4255  STATE/COUNTY-  KY/SPENCER
 DG4255  USGS QUAD   -  TAYLORSVILLE (1993)
 DG4255
 DG4255                         *CURRENT SURVEY CONTROL
 DG4255  ___________________________________________________________________
 DG4255* NAD 83(CORS)-  38 00 37.88230(N)    085 17 55.32426(W)     ADJUSTED  
 DG4255* NAVD 88     -                                                        
 DG4255  ___________________________________________________________________
 DG4255  EPOCH DATE  -        2002.00
 DG4255  X           -     412,416.883 (meters)                     COMP
 DG4255  Y           -  -5,014,931.641 (meters)                     COMP
 DG4255  Z           -   3,906,482.356 (meters)                     COMP
 DG4255  ELLIP HEIGHT-         191.71  (meters)          (02/??/04) GPS OBS
 DG4255  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DG4255
 DG4255  HORZ ORDER  -  SPECIAL (CORS)
 DG4255  ELLP ORDER  -  SPECIAL (CORS)
 DG4255
 DG4255.ITRF positions are available for this station.
 DG4255.The coordinates were established by GPS observations
 DG4255.and adjusted by the National Geodetic Survey in February 2004..
 DG4255.The coordinates are valid at the epoch date displayed above.
 DG4255.The epoch date for horizontal control is a decimal equivalence
 DG4255.of Year/Month/Day.
 DG4255
 DG4255
 DG4255.The PID for the CORS ARP is AF9678.
 DG4255
 DG4255.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4255
 DG4255.The ellipsoidal height was determined by GPS observations
 DG4255.and is referenced to NAD 83.
 DG4255
 DG4255.The geoid height was determined by GEOID03.
 DG4255
 DG4255;                    North         East     Units Scale Factor Converg.
 DG4255;SPC KY1Z     - 1,186,234.637 1,539,629.207   MT  0.99990767   +0 16 37.5
 DG4255;SPC KY1Z     - 3,891,838.14  5,051,266.82   sFT  0.99990767   +0 16 37.5
 DG4255;SPC KY N     -    57,190.550   407,905.732   MT  0.99999365   -0 39 08.5
 DG4255;SPC KY N     -   187,632.66  1,338,270.72   sFT  0.99999365   -0 39 08.5
 DG4255
 DG4255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4255!SPC KY1Z     -   0.99996992  x   0.99990767  =   0.99987759
 DG4255!SPC KY N     -   0.99996992  x   0.99999365  =   0.99996357
 DG4255
 DG4255                          SUPERSEDED SURVEY CONTROL
 DG4255
 DG4255  NAD 83(CORS)-  38 00 37.88253(N)    085 17 55.32444(W) AD(2002.00) c
 DG4255  ELLIP H (03/??/02)  191.72   (m)                       GP(2002.00) c c
 DG4255  NAD 83(CORS)-  38 00 37.88269(N)    085 17 55.32461(W) AD(1997.00) c
 DG4255  ELLIP H (07/??/98)  191.72   (m)                       GP(1997.00) c c
 DG4255
 DG4255.Superseded values are not recommended for survey control.
 DG4255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4255.See file dsdata.txt to determine how the superseded data were derived.
 DG4255
 DG4255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4935408348(NAD 83)
 DG4255_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4255
 DG4255                          STATION DESCRIPTION
 DG4255
 DG4255'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4255'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4255'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4255'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4255'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4255'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1463 ***********************************************************************
 HZ1463  DESIGNATION -  LOUISVILLE 46
 HZ1463  PID         -  HZ1463
 HZ1463  STATE/COUNTY-  KY/JEFFERSON
 HZ1463  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1463
 HZ1463                         *CURRENT SURVEY CONTROL
 HZ1463  ___________________________________________________________________
 HZ1463* NAD 83(1986)-  38 15 32.     (N)    085 43 18.     (W)     SCALED    
 HZ1463* NAVD 88     -       138.990  (meters)     456.00   (feet)  ADJUSTED  
 HZ1463  ___________________________________________________________________
 HZ1463  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HZ1463  DYNAMIC HT  -         138.897 (meters)     455.70  (feet)  COMP
 HZ1463  MODELED GRAV-     979,953.3   (mgal)                       NAVD 88
 HZ1463
 HZ1463  VERT ORDER  -  FIRST     CLASS II
 HZ1463
 HZ1463.The horizontal coordinates were scaled from a topographic map and have
 HZ1463.an estimated accuracy of +/- 6 seconds.
 HZ1463
 HZ1463.The orthometric height was determined by differential leveling
 HZ1463.and adjusted by the National Geodetic Survey in June 1991..
 HZ1463
 HZ1463.The geoid height was determined by GEOID03.
 HZ1463
 HZ1463.The dynamic height is computed by dividing the NAVD 88
 HZ1463.geopotential number by the normal gravity value computed on the
 HZ1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1463.degrees latitude (g = 980.6199 gals.).
 HZ1463
 HZ1463.The modeled gravity was interpolated from observed gravity values.
 HZ1463
 HZ1463;                    North         East    Units  Estimated Accuracy
 HZ1463;SPC KY1Z     - 1,213,710.    1,502,480.      MT  (+/- 180 meters Scaled)
 HZ1463
 HZ1463                          SUPERSEDED SURVEY CONTROL
 HZ1463
 HZ1463  NGVD 29 (??/??/92)  139.14   (m)          456.5    (f) COMPUTED    1 2
 HZ1463
 HZ1463.Superseded values are not recommended for survey control.
 HZ1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1463.See file dsdata.txt to determine how the superseded data were derived.
 HZ1463
 HZ1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH118353(NAD 83)
 HZ1463_MARKER: DD = SURVEY DISK
 HZ1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1463_SP_SET: STONE POST
 HZ1463_STAMPING: 457
 HZ1463
 HZ1463  HISTORY     - Date     Condition        Report By
 HZ1463  HISTORY     - UNK      MONUMENTED
 HZ1463  HISTORY     - 1954     GOOD             NGS
 HZ1463  HISTORY     - 1963     GOOD             NGS
 HZ1463
 HZ1463                          STATION DESCRIPTION
 HZ1463
 HZ1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ1463'AT LOUISVILLE.
 HZ1463'AT LOUISVILLE, AT THE JUNCTION OF STORY AVENUE AND OHIO STREET
 HZ1463'LEADING NORTHWEST AND AT THE NORTHWEST END OF FRANKFORT AVENUE,
 HZ1463'23 FEET SOUTHWEST OF SOUTHWEST CURB OF OHIO STREET, 7 FEET
 HZ1463'NORTHWEST OF NORTHWEST CURB OF STORY AVENUE, 8 FEET NORTHEAST
 HZ1463'OF EXTENDED NORTHEAST CURB OF FRANKFORT AVENUE, AND SET IN THE TOP
 HZ1463'OF A STONE POST ABOUT FLUSH WITH SIDE WALK.  NOTE-- THE DISK IS
 HZ1463'WORN SMOOTH SO THAT THE CASTING AND STAMPING ON DISK IS NO LONGER
 HZ1463'LEGIBLE.
 HZ1463
 HZ1463                          STATION RECOVERY (1963)
 HZ1463
 HZ1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2215 ***********************************************************************
 HZ2215  DESIGNATION -  LOUISVILLE ALMSHOUSE STACK
 HZ2215  PID         -  HZ2215
 HZ2215  STATE/COUNTY-  KY/JEFFERSON
 HZ2215  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2215
 HZ2215                         *CURRENT SURVEY CONTROL
 HZ2215  ___________________________________________________________________
 HZ2215* NAD 83(1993)-  38 11 28.37053(N)    085 48 17.51690(W)     ADJUSTED  
 HZ2215* NAVD 88     -                                                        
 HZ2215  ___________________________________________________________________
 HZ2215  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 HZ2215  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HZ2215
 HZ2215  HORZ ORDER  -  THIRD
 HZ2215
 HZ2215.The horizontal coordinates were established by classical geodetic methods
 HZ2215.and adjusted by the National Geodetic Survey in December 1995..
 HZ2215
 HZ2215
 HZ2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2215
 HZ2215.The geoid height was determined by GEOID03.
 HZ2215
 HZ2215;                    North         East     Units Scale Factor Converg.
 HZ2215;SPC KY1Z     - 1,206,194.911 1,495,193.926   MT  0.99991999   -0 02 01.3
 HZ2215;SPC KY1Z     - 3,957,324.47  4,905,482.07   sFT  0.99991999   -0 02 01.3
 HZ2215;SPC KY N     -    77,872.009   363,797.737   MT  0.99997362   -0 58 02.0
 HZ2215;SPC KY N     -   255,485.08  1,193,559.74   sFT  0.99997362   -0 58 02.0
 HZ2215;SPC IN E     -   326,726.777    87,893.616   MT  0.99996847   -0 05 07.6
 HZ2215;SPC IN E     - 1,071,936.10    288,364.31   sFT  0.99996847   -0 05 07.6
 HZ2215;UTM  16      - 4,227,705.899   604,658.356   MT  0.99973490   +0 44 20.4
 HZ2215
 HZ2215                          SUPERSEDED SURVEY CONTROL
 HZ2215
 HZ2215  NAD 83(1986)-  38 11 28.37487(N)    085 48 17.52494(W) AD(       ) 4
 HZ2215  NAD 27      -  38 11 28.12000(N)    085 48 17.66000(W) AD(       ) 3
 HZ2215
 HZ2215.Superseded values are not recommended for survey control.
 HZ2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2215.See file dsdata.txt to determine how the superseded data were derived.
 HZ2215
 HZ2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0465827706(NAD 83)
 HZ2215_MARKER: 63 = STACK
 HZ2215
 HZ2215  HISTORY     - Date     Condition        Report By
 HZ2215  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2215
 HZ2215                          STATION DESCRIPTION
 HZ2215
 HZ2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2215'SEVENTH ST. RD AND DIXIE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2233 ***********************************************************************
 HZ2233  DESIGNATION -  LOUISVILLE AM OAK LEATHER STK
 HZ2233  PID         -  HZ2233
 HZ2233  STATE/COUNTY-  KY/JEFFERSON
 HZ2233  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2233
 HZ2233                         *CURRENT SURVEY CONTROL
 HZ2233  ___________________________________________________________________
 HZ2233* NAD 83(1993)-  38 14 40.00357(N)    085 46 18.84436(W)     ADJUSTED  
 HZ2233* NAVD 88     -                                                        
 HZ2233  ___________________________________________________________________
 HZ2233  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HZ2233  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2233
 HZ2233  HORZ ORDER  -  THIRD
 HZ2233
 HZ2233.The horizontal coordinates were established by classical geodetic methods
 HZ2233.and adjusted by the National Geodetic Survey in December 1995..
 HZ2233
 HZ2233
 HZ2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2233
 HZ2233.The geoid height was determined by GEOID03.
 HZ2233
 HZ2233;                    North         East     Units Scale Factor Converg.
 HZ2233;SPC KY1Z     - 1,212,101.984 1,498,082.908   MT  0.99992552   -0 00 48.4
 HZ2233;SPC KY1Z     - 3,976,704.59  4,914,960.34   sFT  0.99992552   -0 00 48.4
 HZ2233;SPC KY N     -    83,731.521   366,782.710   MT  0.99996960   -0 56 48.2
 HZ2233;SPC KY N     -   274,709.17  1,203,352.94   sFT  0.99996960   -0 56 48.2
 HZ2233;SPC IN E     -   332,631.507    90,788.062   MT  0.99996771   -0 03 54.5
 HZ2233;SPC IN E     - 1,091,308.54    297,860.50   sFT  0.99996771   -0 03 54.5
 HZ2233;UTM  16      - 4,233,650.325   607,466.845   MT  0.99974223   +0 45 37.0
 HZ2233
 HZ2233                          SUPERSEDED SURVEY CONTROL
 HZ2233
 HZ2233  NAD 83(1986)-  38 14 40.00771(N)    085 46 18.85202(W) AD(       ) 4
 HZ2233  NAD 27      -  38 14 39.75000(N)    085 46 18.99000(W) AD(       ) 3
 HZ2233
 HZ2233.Superseded values are not recommended for survey control.
 HZ2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2233.See file dsdata.txt to determine how the superseded data were derived.
 HZ2233
 HZ2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0746733650(NAD 83)
 HZ2233_MARKER: 63 = STACK
 HZ2233
 HZ2233  HISTORY     - Date     Condition        Report By
 HZ2233  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2233
 HZ2233                          STATION DESCRIPTION
 HZ2233
 HZ2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2233'TWELFTH AND BECKINRIDGE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2218 ***********************************************************************
 HZ2218  DESIGNATION -  LOUISVILLE AMER CREOSOTING STK
 HZ2218  PID         -  HZ2218
 HZ2218  STATE/COUNTY-  KY/JEFFERSON
 HZ2218  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2218
 HZ2218                         *CURRENT SURVEY CONTROL
 HZ2218  ___________________________________________________________________
 HZ2218* NAD 83(1993)-  38 13 10.54822(N)    085 49 33.55865(W)     ADJUSTED  
 HZ2218* NAVD 88     -                                                        
 HZ2218  ___________________________________________________________________
 HZ2218  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 HZ2218  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ2218
 HZ2218  HORZ ORDER  -  THIRD
 HZ2218
 HZ2218.The horizontal coordinates were established by classical geodetic methods
 HZ2218.and adjusted by the National Geodetic Survey in December 1995..
 HZ2218
 HZ2218
 HZ2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2218
 HZ2218.The geoid height was determined by GEOID03.
 HZ2218
 HZ2218;                    North         East     Units Scale Factor Converg.
 HZ2218;SPC KY1Z     - 1,209,346.448 1,493,346.207   MT  0.99992283   -0 02 48.0
 HZ2218;SPC KY1Z     - 3,967,664.14  4,899,420.01   sFT  0.99992283   -0 02 48.0
 HZ2218;SPC KY N     -    81,053.398   362,001.524   MT  0.99997137   -0 58 49.3
 HZ2218;SPC KY N     -   265,922.69  1,187,666.67   sFT  0.99997137   -0 58 49.3
 HZ2218;SPC IN E     -   329,880.134    86,048.662   MT  0.99996906   -0 05 54.8
 HZ2218;SPC IN E     - 1,082,281.74    282,311.32   sFT  0.99996906   -0 05 54.8
 HZ2218;UTM  16      - 4,230,831.636   602,768.653   MT  0.99973007   +0 43 35.0
 HZ2218
 HZ2218                          SUPERSEDED SURVEY CONTROL
 HZ2218
 HZ2218  NAD 83(1986)-  38 13 10.55268(N)    085 49 33.56694(W) AD(       ) 4
 HZ2218  NAD 27      -  38 13 10.30000(N)    085 49 33.70000(W) AD(       ) 3
 HZ2218
 HZ2218.Superseded values are not recommended for survey control.
 HZ2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2218.See file dsdata.txt to determine how the superseded data were derived.
 HZ2218
 HZ2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0276930832(NAD 83)
 HZ2218_MARKER: 63 = STACK
 HZ2218
 HZ2218  HISTORY     - Date     Condition        Report By
 HZ2218  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2218
 HZ2218                          STATION DESCRIPTION
 HZ2218
 HZ2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2218'BELLS LANE- IN CITY OF LOUISVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2213 ***********************************************************************
 HZ2213  DESIGNATION -  LOUISVILLE AMER TOB BRICK STK
 HZ2213  PID         -  HZ2213
 HZ2213  STATE/COUNTY-  KY/JEFFERSON
 HZ2213  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2213
 HZ2213                         *CURRENT SURVEY CONTROL
 HZ2213  ___________________________________________________________________
 HZ2213* NAD 83(1993)-  38 14 51.84792(N)    085 46 49.61305(W)     ADJUSTED  
 HZ2213* NAVD 88     -                                                        
 HZ2213  ___________________________________________________________________
 HZ2213  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 HZ2213  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2213
 HZ2213  HORZ ORDER  -  THIRD
 HZ2213
 HZ2213.The horizontal coordinates were established by classical geodetic methods
 HZ2213.and adjusted by the National Geodetic Survey in December 1995..
 HZ2213
 HZ2213
 HZ2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2213
 HZ2213.The geoid height was determined by GEOID03.
 HZ2213
 HZ2213;                    North         East     Units Scale Factor Converg.
 HZ2213;SPC KY1Z     - 1,212,467.371 1,497,334.890   MT  0.99992589   -0 01 07.3
 HZ2213;SPC KY1Z     - 3,977,903.37  4,912,506.22   sFT  0.99992589   -0 01 07.3
 HZ2213;SPC KY N     -    84,109.061   366,040.711   MT  0.99996938   -0 57 07.3
 HZ2213;SPC KY N     -   275,947.81  1,200,918.57   sFT  0.99996938   -0 57 07.3
 HZ2213;UTM  16      - 4,234,005.512   606,714.100   MT  0.99974025   +0 45 18.2
 HZ2213
 HZ2213                          SUPERSEDED SURVEY CONTROL
 HZ2213
 HZ2213  NAD 83(1986)-  38 14 51.85214(N)    085 46 49.62071(W) AD(       ) 4
 HZ2213  NAD 27      -  38 14 51.59000(N)    085 46 49.76000(W) AD(       ) 3
 HZ2213
 HZ2213.Superseded values are not recommended for survey control.
 HZ2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2213.See file dsdata.txt to determine how the superseded data were derived.
 HZ2213
 HZ2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0671434006(NAD 83)
 HZ2213_MARKER: 63 = STACK
 HZ2213
 HZ2213  HISTORY     - Date     Condition        Report By
 HZ2213  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2213  HISTORY     - 1963     GOOD             AEROS
 HZ2213
 HZ2213                          STATION DESCRIPTION
 HZ2213
 HZ2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2213'LOUISVILLE, SEVENTEENTH AND BROADWAY.
 HZ2213
 HZ2213                          STATION RECOVERY (1963)
 HZ2213
 HZ2213'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2213'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2225 ***********************************************************************
 HZ2225  DESIGNATION -  LOUISVILLE AMER TOB SILVER TK
 HZ2225  PID         -  HZ2225
 HZ2225  STATE/COUNTY-  KY/JEFFERSON
 HZ2225  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2225
 HZ2225                         *CURRENT SURVEY CONTROL
 HZ2225  ___________________________________________________________________
 HZ2225* NAD 83(1993)-  38 13 53.04740(N)    085 46 09.96563(W)     ADJUSTED  
 HZ2225* NAVD 88     -                                                        
 HZ2225  ___________________________________________________________________
 HZ2225  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HZ2225  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ2225
 HZ2225  HORZ ORDER  -  THIRD
 HZ2225
 HZ2225.The horizontal coordinates were established by classical geodetic methods
 HZ2225.and adjusted by the National Geodetic Survey in December 1995..
 HZ2225
 HZ2225
 HZ2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2225
 HZ2225.The geoid height was determined by GEOID03.
 HZ2225
 HZ2225;                    North         East     Units Scale Factor Converg.
 HZ2225;SPC KY1Z     - 1,210,654.217 1,498,298.492   MT  0.99992408   -0 00 43.0
 HZ2225;SPC KY1Z     - 3,971,954.71  4,915,667.64   sFT  0.99992408   -0 00 43.0
 HZ2225;SPC KY N     -    82,280.369   366,974.693   MT  0.99997051   -0 56 42.7
 HZ2225;SPC KY N     -   269,948.18  1,203,982.81   sFT  0.99997051   -0 56 42.7
 HZ2225;UTM  16      - 4,232,205.864   607,701.914   MT  0.99974286   +0 45 41.7
 HZ2225
 HZ2225                          SUPERSEDED SURVEY CONTROL
 HZ2225
 HZ2225  NAD 83(1986)-  38 13 53.05146(N)    085 46 09.97335(W) AD(       ) 4
 HZ2225  NAD 27      -  38 13 52.79000(N)    085 46 10.11000(W) AD(       ) 3
 HZ2225
 HZ2225.Superseded values are not recommended for survey control.
 HZ2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2225.See file dsdata.txt to determine how the superseded data were derived.
 HZ2225
 HZ2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0770232206(NAD 83)
 HZ2225_MARKER: 51 = TANK
 HZ2225
 HZ2225  HISTORY     - Date     Condition        Report By
 HZ2225  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2225
 HZ2225                          STATION DESCRIPTION
 HZ2225
 HZ2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2225'LOUISVILLE, NINTH AND MAGNOLIA STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2204 ***********************************************************************
 HZ2204  DESIGNATION -  LOUISVILLE ARMOUR CREAM STK
 HZ2204  PID         -  HZ2204
 HZ2204  STATE/COUNTY-  KY/JEFFERSON
 HZ2204  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2204
 HZ2204                         *CURRENT SURVEY CONTROL
 HZ2204  ___________________________________________________________________
 HZ2204* NAD 83(1993)-  38 12 30.78011(N)    085 45 11.48069(W)     ADJUSTED  
 HZ2204* NAVD 88     -                                                        
 HZ2204  ___________________________________________________________________
 HZ2204  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HZ2204  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HZ2204
 HZ2204  HORZ ORDER  -  THIRD
 HZ2204
 HZ2204.The horizontal coordinates were established by classical geodetic methods
 HZ2204.and adjusted by the National Geodetic Survey in December 1995..
 HZ2204
 HZ2204
 HZ2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2204
 HZ2204.The geoid height was determined by GEOID03.
 HZ2204
 HZ2204;                    North         East     Units Scale Factor Converg.
 HZ2204;SPC KY1Z     - 1,208,117.650 1,499,720.712   MT  0.99992170   -0 00 07.0
 HZ2204;SPC KY1Z     - 3,963,632.66  4,920,333.70   sFT  0.99992170   -0 00 07.0
 HZ2204;SPC KY N     -    79,720.852   368,355.480   MT  0.99997222   -0 56 06.3
 HZ2204;SPC KY N     -   261,550.83  1,208,512.94   sFT  0.99997222   -0 56 06.3
 HZ2204;SPC IN E     -   328,645.524    92,422.347   MT  0.99996737   -0 03 12.7
 HZ2204;SPC IN E     - 1,078,231.19    303,222.32   sFT  0.99996737   -0 03 12.7
 HZ2204;UTM  16      - 4,229,689.173   609,157.982   MT  0.99974675   +0 46 16.5
 HZ2204
 HZ2204                          SUPERSEDED SURVEY CONTROL
 HZ2204
 HZ2204  NAD 83(1986)-  38 12 30.78395(N)    085 45 11.48875(W) AD(       ) 4
 HZ2204  NAD 27      -  38 12 30.52000(N)    085 45 11.64000(W) AD(       ) 3
 HZ2204
 HZ2204.Superseded values are not recommended for survey control.
 HZ2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2204.See file dsdata.txt to determine how the superseded data were derived.
 HZ2204
 HZ2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0915829689(NAD 83)
 HZ2204_MARKER: 63 = STACK
 HZ2204
 HZ2204  HISTORY     - Date     Condition        Report By
 HZ2204  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2204
 HZ2204                          STATION DESCRIPTION
 HZ2204
 HZ2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2204'BYRNE AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2279 ***********************************************************************
 HZ2279  DESIGNATION -  LOUISVILLE BAPTIST CHURCH
 HZ2279  PID         -  HZ2279
 HZ2279  STATE/COUNTY-  KY/JEFFERSON
 HZ2279  USGS QUAD   -  NEW ALBANY (1992)
 HZ2279
 HZ2279                         *CURRENT SURVEY CONTROL
 HZ2279  ___________________________________________________________________
 HZ2279* NAD 83(1993)-  38 15 04.94845(N)    085 45 27.75038(W)     ADJUSTED  
 HZ2279* NAVD 88     -                                                        
 HZ2279  ___________________________________________________________________
 HZ2279  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 HZ2279  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2279
 HZ2279  HORZ ORDER  -  THIRD
 HZ2279
 HZ2279.The horizontal coordinates were established by classical geodetic methods
 HZ2279.and adjusted by the National Geodetic Survey in December 1995..
 HZ2279
 HZ2279
 HZ2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2279
 HZ2279.The geoid height was determined by GEOID03.
 HZ2279
 HZ2279;                    North         East     Units Scale Factor Converg.
 HZ2279;SPC KY1Z     - 1,212,870.871 1,499,325.316   MT  0.99992630   -0 00 17.0
 HZ2279;SPC KY1Z     - 3,979,227.18  4,919,036.47   sFT  0.99992630   -0 00 17.0
 HZ2279;SPC KY N     -    84,480.104   368,037.531   MT  0.99996914   -0 56 16.4
 HZ2279;SPC KY N     -   277,165.14  1,207,469.80   sFT  0.99996914   -0 56 16.4
 HZ2279;UTM  16      - 4,234,435.779   608,698.531   MT  0.99974551   +0 46 09.1
 HZ2279
 HZ2279                          SUPERSEDED SURVEY CONTROL
 HZ2279
 HZ2279  NAD 83(1986)-  38 15 04.95225(N)    085 45 27.75798(W) AD(       ) 4
 HZ2279  NAD 27      -  38 15 04.70100(N)    085 45 27.89100(W) AD(       ) 3
 HZ2279
 HZ2279.Superseded values are not recommended for survey control.
 HZ2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2279.See file dsdata.txt to determine how the superseded data were derived.
 HZ2279
 HZ2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0869934436(NAD 83)
 HZ2279_MARKER: 90 = CHURCH SPIRE
 HZ2279
 HZ2279  HISTORY     - Date     Condition        Report By
 HZ2279  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2279  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 HZ2279
 HZ2279                          STATION DESCRIPTION
 HZ2279
 HZ2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (CS)
 HZ2279'THE SPIRE OF THE BAPTIST CHURCH AT THE CORNER OF FOURTH AND WALNUT
 HZ2279'STREETS, LOUISVILLE.
 HZ2279
 HZ2279                          STATION RECOVERY (2001)
 HZ2279
 HZ2279'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HZ2279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2274 ***********************************************************************
 HZ2274  DESIGNATION -  LOUISVILLE BELKNAP HDWRE STACK
 HZ2274  PID         -  HZ2274
 HZ2274  STATE/COUNTY-  KY/JEFFERSON
 HZ2274  USGS QUAD   -  NEW ALBANY (1992)
 HZ2274
 HZ2274                         *CURRENT SURVEY CONTROL
 HZ2274  ___________________________________________________________________
 HZ2274* NAD 83(1993)-  38 15 24.62596(N)    085 45 00.88225(W)     ADJUSTED  
 HZ2274* NAVD 88     -                                                        
 HZ2274  ___________________________________________________________________
 HZ2274  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 HZ2274  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ2274
 HZ2274  HORZ ORDER  -  THIRD
 HZ2274
 HZ2274.The horizontal coordinates were established by classical geodetic methods
 HZ2274.and adjusted by the National Geodetic Survey in December 1995..
 HZ2274
 HZ2274
 HZ2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2274
 HZ2274.The geoid height was determined by GEOID03.
 HZ2274
 HZ2274;                    North         East     Units Scale Factor Converg.
 HZ2274;SPC KY1Z     - 1,213,477.529 1,499,978.552   MT  0.99992693   -0 00 00.5
 HZ2274;SPC KY1Z     - 3,981,217.53  4,921,179.63   sFT  0.99992693   -0 00 00.5
 HZ2274;SPC KY N     -    85,076.069   368,700.588   MT  0.99996879   -0 55 59.7
 HZ2274;SPC KY N     -   279,120.40  1,209,645.18   sFT  0.99996879   -0 55 59.7
 HZ2274;SPC IN E     -   334,005.400    92,685.023   MT  0.99996733   -0 03 06.3
 HZ2274;SPC IN E     - 1,095,816.05    304,084.11   sFT  0.99996733   -0 03 06.3
 HZ2274;UTM  16      - 4,235,051.095   609,343.396   MT  0.99974724   +0 46 26.1
 HZ2274
 HZ2274                          SUPERSEDED SURVEY CONTROL
 HZ2274
 HZ2274  NAD 83(1986)-  38 15 24.62981(N)    085 45 00.88990(W) AD(       ) 4
 HZ2274  NAD 27      -  38 15 24.38000(N)    085 45 01.03000(W) AD(       ) 3
 HZ2274
 HZ2274.Superseded values are not recommended for survey control.
 HZ2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2274.See file dsdata.txt to determine how the superseded data were derived.
 HZ2274
 HZ2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0934335051(NAD 83)
 HZ2274_MARKER: 63 = STACK
 HZ2274
 HZ2274  HISTORY     - Date     Condition        Report By
 HZ2274  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2274  HISTORY     - 1963     GOOD             AEROS
 HZ2274
 HZ2274                          STATION DESCRIPTION
 HZ2274
 HZ2274'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2274'WASHINGTON AND BROOKS STREETS.
 HZ2274
 HZ2274                          STATION RECOVERY (1963)
 HZ2274
 HZ2274'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2274'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2140 ***********************************************************************
 HZ2140  DESIGNATION -  LOUISVILLE BONIFACIUS CHURCH
 HZ2140  PID         -  HZ2140
 HZ2140  STATE/COUNTY-  KY/JEFFERSON
 HZ2140  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ2140
 HZ2140                         *CURRENT SURVEY CONTROL
 HZ2140  ___________________________________________________________________
 HZ2140* NAD 83(1993)-  38 15 04.23788(N)    085 44 37.00258(W)     ADJUSTED  
 HZ2140* NAVD 88     -                                                        
 HZ2140  ___________________________________________________________________
 HZ2140  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HZ2140  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ2140
 HZ2140  HORZ ORDER  -  THIRD
 HZ2140
 HZ2140.The horizontal coordinates were established by classical geodetic methods
 HZ2140.and adjusted by the National Geodetic Survey in December 1995..
 HZ2140
 HZ2140
 HZ2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2140
 HZ2140.The geoid height was determined by GEOID03.
 HZ2140
 HZ2140;                    North         East     Units Scale Factor Converg.
 HZ2140;SPC KY1Z     - 1,212,848.955 1,500,559.129   MT  0.99992628   +0 00 14.1
 HZ2140;SPC KY1Z     - 3,979,155.28  4,923,084.41   sFT  0.99992628   +0 00 14.1
 HZ2140;SPC KY N     -    84,438.096   369,270.875   MT  0.99996915   -0 55 44.9
 HZ2140;SPC KY N     -   277,027.32  1,211,516.20   sFT  0.99996915   -0 55 44.9
 HZ2140;UTM  16      - 4,234,430.531   609,932.306   MT  0.99974883   +0 46 40.5
 HZ2140
 HZ2140                          SUPERSEDED SURVEY CONTROL
 HZ2140
 HZ2140  NAD 83(1986)-  38 15 04.24145(N)    085 44 37.01028(W) AD(       ) 4
 HZ2140  NAD 27      -  38 15 03.99000(N)    085 44 37.15000(W) AD(       ) 3
 HZ2140
 HZ2140.Superseded values are not recommended for survey control.
 HZ2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2140.See file dsdata.txt to determine how the superseded data were derived.
 HZ2140
 HZ2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0993234431(NAD 83)
 HZ2140_MARKER: 90 = CHURCH SPIRE
 HZ2140
 HZ2140  HISTORY     - Date     Condition        Report By
 HZ2140  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2140  HISTORY     - 1963     GOOD             AEROS
 HZ2140
 HZ2140                          STATION DESCRIPTION
 HZ2140
 HZ2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (CS)
 HZ2140'THE SPIRE OF BONIFACIUS CHURCH, WHICH IS ON GREEN STREET BETWEEN
 HZ2140'JACKSON AND HANCOCK STREETS, LOUISVILLE.
 HZ2140
 HZ2140                          STATION RECOVERY (1963)
 HZ2140
 HZ2140'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2140'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2191 ***********************************************************************
 HZ2191  DESIGNATION -  LOUISVILLE BRADFORD MILLS STK
 HZ2191  PID         -  HZ2191
 HZ2191  STATE/COUNTY-  KY/JEFFERSON
 HZ2191  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2191
 HZ2191                         *CURRENT SURVEY CONTROL
 HZ2191  ___________________________________________________________________
 HZ2191* NAD 83(1993)-  38 13 56.91263(N)    085 44 03.32725(W)     ADJUSTED  
 HZ2191* NAVD 88     -                                                        
 HZ2191  ___________________________________________________________________
 HZ2191  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 HZ2191  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2191
 HZ2191  HORZ ORDER  -  THIRD
 HZ2191
 HZ2191.The horizontal coordinates were established by classical geodetic methods
 HZ2191.and adjusted by the National Geodetic Survey in December 1995..
 HZ2191
 HZ2191
 HZ2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2191
 HZ2191.The geoid height was determined by GEOID03.
 HZ2191
 HZ2191;                    North         East     Units Scale Factor Converg.
 HZ2191;SPC KY1Z     - 1,210,773.325 1,501,378.216   MT  0.99992420   +0 00 34.8
 HZ2191;SPC KY1Z     - 3,972,345.48  4,925,771.70   sFT  0.99992420   +0 00 34.8
 HZ2191;SPC KY N     -    82,349.312   370,056.091   MT  0.99997043   -0 55 23.9
 HZ2191;SPC KY N     -   270,174.37  1,214,092.36   sFT  0.99997043   -0 55 23.9
 HZ2191;UTM  16      - 4,232,366.516   610,779.203   MT  0.99975114   +0 47 00.2
 HZ2191
 HZ2191                          SUPERSEDED SURVEY CONTROL
 HZ2191
 HZ2191  NAD 83(1986)-  38 13 56.91692(N)    085 44 03.33456(W) AD(       ) 4
 HZ2191  NAD 27      -  38 13 56.65000(N)    085 44 03.49000(W) AD(       ) 3
 HZ2191
 HZ2191.Superseded values are not recommended for survey control.
 HZ2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2191.See file dsdata.txt to determine how the superseded data were derived.
 HZ2191
 HZ2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1077932367(NAD 83)
 HZ2191_MARKER: 63 = STACK
 HZ2191
 HZ2191  HISTORY     - Date     Condition        Report By
 HZ2191  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2191  HISTORY     - 1963     GOOD             AEROS
 HZ2191
 HZ2191                          STATION DESCRIPTION
 HZ2191
 HZ2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2191'OAK AND RUTLINGER STREETS.
 HZ2191
 HZ2191                          STATION RECOVERY (1963)
 HZ2191
 HZ2191'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2191'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2200 ***********************************************************************
 HZ2200  DESIGNATION -  LOUISVILLE BRODWY BAP CH 1880
 HZ2200  PID         -  HZ2200
 HZ2200  STATE/COUNTY-  KY/JEFFERSON
 HZ2200  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2200
 HZ2200                         *CURRENT SURVEY CONTROL
 HZ2200  ___________________________________________________________________
 HZ2200* NAD 83(1993)-  38 14 45.21435(N)    085 45 08.13892(W)     ADJUSTED  
 HZ2200* NAVD 88     -                                                        
 HZ2200  ___________________________________________________________________
 HZ2200  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 HZ2200  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2200
 HZ2200  HORZ ORDER  -  THIRD
 HZ2200
 HZ2200.The horizontal coordinates were established by classical geodetic methods
 HZ2200.and adjusted by the National Geodetic Survey in December 1995..
 HZ2200
 HZ2200
 HZ2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2200
 HZ2200.The geoid height was determined by GEOID03.
 HZ2200
 HZ2200;                    North         East     Units Scale Factor Converg.
 HZ2200;SPC KY1Z     - 1,212,262.416 1,499,802.107   MT  0.99992568   -0 00 05.0
 HZ2200;SPC KY1Z     - 3,977,230.94  4,920,600.75   sFT  0.99992568   -0 00 05.0
 HZ2200;SPC KY N     -    83,863.939   368,504.369   MT  0.99996950   -0 56 04.2
 HZ2200;SPC KY N     -   275,143.61  1,209,001.42   sFT  0.99996950   -0 56 04.2
 HZ2200;UTM  16      - 4,233,833.927   609,183.409   MT  0.99974681   +0 46 20.9
 HZ2200
 HZ2200                          SUPERSEDED SURVEY CONTROL
 HZ2200
 HZ2200  NAD 83(1986)-  38 14 45.21801(N)    085 45 08.14653(W) AD(       ) 4
 HZ2200  NAD 27      -  38 14 44.96700(N)    085 45 08.28300(W) AD(       ) 3
 HZ2200
 HZ2200.Superseded values are not recommended for survey control.
 HZ2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2200.See file dsdata.txt to determine how the superseded data were derived.
 HZ2200
 HZ2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0918333834(NAD 83)
 HZ2200_MARKER: 90 = CHURCH SPIRE
 HZ2200
 HZ2200  HISTORY     - Date     Condition        Report By
 HZ2200  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2200  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 HZ2200
 HZ2200                          STATION DESCRIPTION
 HZ2200
 HZ2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (CS)
 HZ2200'THE SPIRE OF THE BAPTIST CHURCH ON BROADWAY BETWEEN FIRST AND BROOK
 HZ2200'STREETS, LOUISVILLE.
 HZ2200
 HZ2200                          STATION RECOVERY (2001)
 HZ2200
 HZ2200'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HZ2200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2201 ***********************************************************************
 HZ2201  DESIGNATION -  LOUISVILLE BRODWY BAP CH 1933
 HZ2201  PID         -  HZ2201
 HZ2201  STATE/COUNTY-  KY/JEFFERSON
 HZ2201  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2201
 HZ2201                         *CURRENT SURVEY CONTROL
 HZ2201  ___________________________________________________________________
 HZ2201* NAD 83(1993)-  38 14 46.70371(N)    085 45 07.68058(W)     ADJUSTED  
 HZ2201* NAVD 88     -                                                        
 HZ2201  ___________________________________________________________________
 HZ2201  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 HZ2201  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2201
 HZ2201  HORZ ORDER  -  THIRD
 HZ2201
 HZ2201.The horizontal coordinates were established by classical geodetic methods
 HZ2201.and adjusted by the National Geodetic Survey in December 1995..
 HZ2201
 HZ2201
 HZ2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2201
 HZ2201.The geoid height was determined by GEOID03.
 HZ2201
 HZ2201;                    North         East     Units Scale Factor Converg.
 HZ2201;SPC KY1Z     - 1,212,308.335 1,499,813.252   MT  0.99992572   -0 00 04.7
 HZ2201;SPC KY1Z     - 3,977,381.60  4,920,637.31   sFT  0.99992572   -0 00 04.7
 HZ2201;SPC KY N     -    83,909.672   368,516.262   MT  0.99996948   -0 56 03.9
 HZ2201;SPC KY N     -   275,293.65  1,209,040.44   sFT  0.99996948   -0 56 03.9
 HZ2201;UTM  16      - 4,233,879.984   609,193.931   MT  0.99974684   +0 46 21.2
 HZ2201
 HZ2201                          SUPERSEDED SURVEY CONTROL
 HZ2201
 HZ2201  NAD 83(1986)-  38 14 46.70755(N)    085 45 07.68832(W) AD(       ) 4
 HZ2201  NAD 27      -  38 14 46.46000(N)    085 45 07.82000(W) AD(       ) 3
 HZ2201
 HZ2201.Superseded values are not recommended for survey control.
 HZ2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2201.See file dsdata.txt to determine how the superseded data were derived.
 HZ2201
 HZ2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0919433880(NAD 83)
 HZ2201_MARKER: 90 = CHURCH SPIRE
 HZ2201
 HZ2201  HISTORY     - Date     Condition        Report By
 HZ2201  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2201  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 HZ2201
 HZ2201                          STATION DESCRIPTION
 HZ2201
 HZ2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2201'BROADWAY AND BROOKS STREET.
 HZ2201
 HZ2201                          STATION RECOVERY (2001)
 HZ2201
 HZ2201'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HZ2201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2186 ***********************************************************************
 HZ2186  DESIGNATION -  LOUISVILLE C HILL CEMETERY TWR
 HZ2186  PID         -  HZ2186
 HZ2186  STATE/COUNTY-  KY/JEFFERSON
 HZ2186  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2186
 HZ2186                         *CURRENT SURVEY CONTROL
 HZ2186  ___________________________________________________________________
 HZ2186* NAD 83(1993)-  38 14 37.32994(N)    085 43 34.85124(W)     ADJUSTED  
 HZ2186* NAVD 88     -                                                        
 HZ2186  ___________________________________________________________________
 HZ2186  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 HZ2186  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2186
 HZ2186  HORZ ORDER  -  THIRD
 HZ2186
 HZ2186.The horizontal coordinates were established by classical geodetic methods
 HZ2186.and adjusted by the National Geodetic Survey in December 1995..
 HZ2186
 HZ2186
 HZ2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2186
 HZ2186.The geoid height was determined by GEOID03.
 HZ2186
 HZ2186;                    North         East     Units Scale Factor Converg.
 HZ2186;SPC KY1Z     - 1,212,019.589 1,502,070.403   MT  0.99992543   +0 00 52.3
 HZ2186;SPC KY1Z     - 3,976,434.27  4,928,042.65   sFT  0.99992543   +0 00 52.3
 HZ2186;SPC KY N     -    83,584.196   370,768.511   MT  0.99996965   -0 55 06.2
 HZ2186;SPC KY N     -   274,225.82  1,216,429.69   sFT  0.99996965   -0 55 06.2
 HZ2186;UTM  16      - 4,233,621.797   611,454.379   MT  0.99975298   +0 47 18.5
 HZ2186
 HZ2186                          SUPERSEDED SURVEY CONTROL
 HZ2186
 HZ2186  NAD 83(1986)-  38 14 37.33404(N)    085 43 34.85847(W) AD(       ) 4
 HZ2186  NAD 27      -  38 14 37.07600(N)    085 43 35.00200(W) AD(       ) 3
 HZ2186
 HZ2186.Superseded values are not recommended for survey control.
 HZ2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2186.See file dsdata.txt to determine how the superseded data were derived.
 HZ2186
 HZ2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1145433622(NAD 83)
 HZ2186_MARKER: 55 = TOWER
 HZ2186
 HZ2186  HISTORY     - Date     Condition        Report By
 HZ2186  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2186  HISTORY     - 1933     GOOD             CGS
 HZ2186  HISTORY     - 1963     GOOD             AEROS
 HZ2186
 HZ2186                          STATION DESCRIPTION
 HZ2186
 HZ2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (CS)
 HZ2186'THE PEDESTAL OF THE ANGEL ON TOP OF THE STONE SPIRE AT THE ENTRANCE
 HZ2186'TO CAVE HILL CEMETERY, LOUISVILLE.
 HZ2186
 HZ2186                          STATION RECOVERY (1933)
 HZ2186
 HZ2186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2186'BAXTER AND BROADWAY.
 HZ2186
 HZ2186                          STATION RECOVERY (1963)
 HZ2186
 HZ2186'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2186'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2211 ***********************************************************************
 HZ2211  DESIGNATION -  LOUISVILLE CH OF THE MESSIAH
 HZ2211  PID         -  HZ2211
 HZ2211  STATE/COUNTY-  KY/JEFFERSON
 HZ2211  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2211
 HZ2211                         *CURRENT SURVEY CONTROL
 HZ2211  ___________________________________________________________________
 HZ2211* NAD 83(1993)-  38 14 38.63776(N)    085 45 29.78714(W)     ADJUSTED  
 HZ2211* NAVD 88     -                                                        
 HZ2211  ___________________________________________________________________
 HZ2211  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HZ2211  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2211
 HZ2211  HORZ ORDER  -  THIRD
 HZ2211
 HZ2211.The horizontal coordinates were established by classical geodetic methods
 HZ2211.and adjusted by the National Geodetic Survey in December 1995..
 HZ2211
 HZ2211
 HZ2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2211
 HZ2211.The geoid height was determined by GEOID03.
 HZ2211
 HZ2211;                    North         East     Units Scale Factor Converg.
 HZ2211;SPC KY1Z     - 1,212,059.681 1,499,275.725   MT  0.99992547   -0 00 18.3
 HZ2211;SPC KY1Z     - 3,976,565.80  4,918,873.77   sFT  0.99992547   -0 00 18.3
 HZ2211;SPC KY N     -    83,669.794   367,974.733   MT  0.99996963   -0 56 17.7
 HZ2211;SPC KY N     -   274,506.65  1,207,263.77   sFT  0.99996963   -0 56 17.7
 HZ2211;UTM  16      - 4,233,624.139   608,659.908   MT  0.99974541   +0 46 07.4
 HZ2211
 HZ2211                          SUPERSEDED SURVEY CONTROL
 HZ2211
 HZ2211  NAD 83(1986)-  38 14 38.64139(N)    085 45 29.79487(W) AD(       ) 4
 HZ2211  NAD 27      -  38 14 38.39000(N)    085 45 29.94000(W) AD(       ) 3
 HZ2211
 HZ2211.Superseded values are not recommended for survey control.
 HZ2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2211.See file dsdata.txt to determine how the superseded data were derived.
 HZ2211
 HZ2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0866033624(NAD 83)
 HZ2211_MARKER: 90 = CHURCH SPIRE
 HZ2211
 HZ2211  HISTORY     - Date     Condition        Report By
 HZ2211  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2211  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 HZ2211
 HZ2211                          STATION DESCRIPTION
 HZ2211
 HZ2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (GS)
 HZ2211'THE SPIRE OF THE CHURCH OF THE MESSIAH, OR UNITARIAN, CHURCH AT THE
 HZ2211'CORNER OF FOURTH AND YORK STREETS, LOUISVILLE.
 HZ2211
 HZ2211                          STATION RECOVERY (2001)
 HZ2211
 HZ2211'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HZ2211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2273 ***********************************************************************
 HZ2273  DESIGNATION -  LOUISVILLE CH OF THE ASSUM
 HZ2273  PID         -  HZ2273
 HZ2273  STATE/COUNTY-  KY/JEFFERSON
 HZ2273  USGS QUAD   -  NEW ALBANY (1992)
 HZ2273
 HZ2273                         *CURRENT SURVEY CONTROL
 HZ2273  ___________________________________________________________________
 HZ2273* NAD 83(1993)-  38 15 06.90153(N)    085 45 31.84329(W)     ADJUSTED  
 HZ2273* NAVD 88     -                                                        
 HZ2273  ___________________________________________________________________
 HZ2273  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HZ2273  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2273
 HZ2273  HORZ ORDER  -  THIRD
 HZ2273
 HZ2273.The horizontal coordinates were established by classical geodetic methods
 HZ2273.and adjusted by the National Geodetic Survey in December 1995..
 HZ2273
 HZ2273
 HZ2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2273
 HZ2273.The geoid height was determined by GEOID03.
 HZ2273
 HZ2273;                    North         East     Units Scale Factor Converg.
 HZ2273;SPC KY1Z     - 1,212,931.096 1,499,225.813   MT  0.99992636   -0 00 19.6
 HZ2273;SPC KY1Z     - 3,979,424.77  4,918,710.02   sFT  0.99992636   -0 00 19.6
 HZ2273;SPC KY N     -    84,541.945   367,939.017   MT  0.99996911   -0 56 19.0
 HZ2273;SPC KY N     -   277,368.03  1,207,146.59   sFT  0.99996911   -0 56 19.0
 HZ2273;UTM  16      - 4,234,494.644   608,598.241   MT  0.99974524   +0 46 06.6
 HZ2273
 HZ2273                          SUPERSEDED SURVEY CONTROL
 HZ2273
 HZ2273  NAD 83(1986)-  38 15 06.90537(N)    085 45 31.85093(W) AD(       ) 4
 HZ2273  NAD 27      -  38 15 06.65600(N)    085 45 31.98600(W) AD(       ) 3
 HZ2273
 HZ2273.Superseded values are not recommended for survey control.
 HZ2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2273.See file dsdata.txt to determine how the superseded data were derived.
 HZ2273
 HZ2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0859834495(NAD 83)
 HZ2273_MARKER: 90 = CHURCH SPIRE
 HZ2273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2273+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 HZ2273
 HZ2273  HISTORY     - Date     Condition        Report By
 HZ2273  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2273  HISTORY     - 1963     GOOD             AEROS
 HZ2273  HISTORY     - 20010915 GOOD             USPSQD
 HZ2273
 HZ2273                          STATION DESCRIPTION
 HZ2273
 HZ2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2273'FIFTH, BETWEEN WALNUT AND LIBERTY.
 HZ2273
 HZ2273                          STATION RECOVERY (1963)
 HZ2273
 HZ2273'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2273'RECOVERED AS DESCRIBED.
 HZ2273
 HZ2273                          STATION RECOVERY (2001)
 HZ2273
 HZ2273'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HZ2273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2238 ***********************************************************************
 HZ2238  DESIGNATION -  LOUISVILLE CHAS JACOBS SCH STK
 HZ2238  PID         -  HZ2238
 HZ2238  STATE/COUNTY-  KY/JEFFERSON
 HZ2238  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2238
 HZ2238                         *CURRENT SURVEY CONTROL
 HZ2238  ___________________________________________________________________
 HZ2238* NAD 83(1993)-  38 11 32.00533(N)    085 47 21.20466(W)     ADJUSTED  
 HZ2238* NAVD 88     -                                                        
 HZ2238  ___________________________________________________________________
 HZ2238  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 HZ2238  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HZ2238
 HZ2238  HORZ ORDER  -  THIRD
 HZ2238
 HZ2238.The horizontal coordinates were established by classical geodetic methods
 HZ2238.and adjusted by the National Geodetic Survey in December 1995..
 HZ2238
 HZ2238
 HZ2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2238
 HZ2238.The geoid height was determined by GEOID03.
 HZ2238
 HZ2238;                    North         East     Units Scale Factor Converg.
 HZ2238;SPC KY1Z     - 1,206,306.284 1,496,564.189   MT  0.99992009   -0 01 26.7
 HZ2238;SPC KY1Z     - 3,957,689.87  4,909,977.68   sFT  0.99992009   -0 01 26.7
 HZ2238;SPC KY N     -    77,961.048   365,169.706   MT  0.99997354   -0 57 27.0
 HZ2238;SPC KY N     -   255,777.20  1,198,060.94   sFT  0.99997354   -0 57 27.0
 HZ2238;UTM  16      - 4,227,835.718   606,026.742   MT  0.99973845   +0 44 55.3
 HZ2238
 HZ2238                          SUPERSEDED SURVEY CONTROL
 HZ2238
 HZ2238  NAD 83(1986)-  38 11 32.00934(N)    085 47 21.21302(W) AD(       ) 4
 HZ2238  NAD 27      -  38 11 31.75000(N)    085 47 21.35000(W) AD(       ) 3
 HZ2238
 HZ2238.Superseded values are not recommended for survey control.
 HZ2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2238.See file dsdata.txt to determine how the superseded data were derived.
 HZ2238
 HZ2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0602727836(NAD 83)
 HZ2238_MARKER: 63 = STACK
 HZ2238
 HZ2238  HISTORY     - Date     Condition        Report By
 HZ2238  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2238  HISTORY     - 1961     GOOD             CGS
 HZ2238
 HZ2238                          STATION DESCRIPTION
 HZ2238
 HZ2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2238'WHEELER AND BENNETT STREETS.
 HZ2238
 HZ2238                          STATION RECOVERY (1961)
 HZ2238
 HZ2238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WLM)
 HZ2238'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2283 ***********************************************************************
 HZ2283  DESIGNATION -  LOUISVILLE CHRIST CHURCH
 HZ2283  PID         -  HZ2283
 HZ2283  STATE/COUNTY-  KY/JEFFERSON
 HZ2283  USGS QUAD   -  NEW ALBANY (1992)
 HZ2283
 HZ2283                         *CURRENT SURVEY CONTROL
 HZ2283  ___________________________________________________________________
 HZ2283* NAD 83(1993)-  38 15 07.45673(N)    085 45 13.72191(W)     ADJUSTED  
 HZ2283* NAVD 88     -                                                        
 HZ2283  ___________________________________________________________________
 HZ2283  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HZ2283  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2283
 HZ2283  HORZ ORDER  -  THIRD
 HZ2283
 HZ2283.The horizontal coordinates were established by classical geodetic methods
 HZ2283.and adjusted by the National Geodetic Survey in December 1995..
 HZ2283
 HZ2283
 HZ2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2283
 HZ2283.The geoid height was determined by GEOID03.
 HZ2283
 HZ2283;                    North         East     Units Scale Factor Converg.
 HZ2283;SPC KY1Z     - 1,212,948.184 1,499,666.388   MT  0.99992638   -0 00 08.4
 HZ2283;SPC KY1Z     - 3,979,480.83  4,920,155.47   sFT  0.99992638   -0 00 08.4
 HZ2283;SPC KY N     -    84,551.855   368,379.831   MT  0.99996910   -0 56 07.7
 HZ2283;SPC KY N     -   277,400.54  1,208,592.83   sFT  0.99996910   -0 56 07.7
 HZ2283;UTM  16      - 4,234,517.677   609,038.466   MT  0.99974642   +0 46 17.8
 HZ2283
 HZ2283                          SUPERSEDED SURVEY CONTROL
 HZ2283
 HZ2283  NAD 83(1986)-  38 15 07.46036(N)    085 45 13.72953(W) AD(       ) 4
 HZ2283  NAD 27      -  38 15 07.21000(N)    085 45 13.87000(W) AD(       ) 3
 HZ2283
 HZ2283.Superseded values are not recommended for survey control.
 HZ2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2283.See file dsdata.txt to determine how the superseded data were derived.
 HZ2283
 HZ2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0903834518(NAD 83)
 HZ2283_MARKER: 90 = CHURCH SPIRE
 HZ2283_SETTING: 0 = UNSPECIFIED SETTING
 HZ2283
 HZ2283  HISTORY     - Date     Condition        Report By
 HZ2283  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2283  HISTORY     - 1963     GOOD             AEROS
 HZ2283
 HZ2283                          STATION DESCRIPTION
 HZ2283
 HZ2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (CS)
 HZ2283'THE SPIRE OF CHRIST CHURCH, WHICH IS ON SECOND STREET BETWEEN GREEN
 HZ2283'AND WALNUT STREETS.
 HZ2283
 HZ2283                          STATION RECOVERY (1963)
 HZ2283
 HZ2283'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2283'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3215 ***********************************************************************
 JZ3215  DESIGNATION -  LOUISVILLE CINCINNATI AWY BN 7
 JZ3215  PID         -  JZ3215
 JZ3215  STATE/COUNTY-  KY/KENTON
 JZ3215  USGS QUAD   -  COVINGTON (1987)
 JZ3215
 JZ3215                         *CURRENT SURVEY CONTROL
 JZ3215  ___________________________________________________________________
 JZ3215* NAD 83(1993)-  39 00 25.25928(N)    084 33 44.56477(W)     ADJUSTED  
 JZ3215* NAVD 88     -                                                        
 JZ3215  ___________________________________________________________________
 JZ3215  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 JZ3215  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ3215
 JZ3215  HORZ ORDER  -  THIRD
 JZ3215
 JZ3215.The horizontal coordinates were established by classical geodetic methods
 JZ3215.and adjusted by the National Geodetic Survey in April 1998..
 JZ3215
 JZ3215
 JZ3215.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3215
 JZ3215.The geoid height was determined by GEOID03.
 JZ3215
 JZ3215;                    North         East     Units Scale Factor Converg.
 JZ3215;SPC KY1Z     - 1,297,407.948 1,602,876.660   MT  1.00009984   +0 43 44.9
 JZ3215;SPC KY1Z     - 4,256,579.24  5,258,771.18   sFT  1.00009984   +0 43 44.9
 JZ3215;SPC KY N     -   167,326.265   472,942.274   MT  1.00000638   -0 11 39.6
 JZ3215;SPC KY N     -   548,969.59  1,551,644.78   sFT  1.00000638   -0 11 39.6
 JZ3215;SPC OH S     -   113,832.111   421,384.289   MT  0.99995747   -1 18 31.0
 JZ3215;UTM  16      - 4,320,382.197   711,070.384   MT  1.00014860   +1 32 05.4
 JZ3215
 JZ3215                          SUPERSEDED SURVEY CONTROL
 JZ3215
 JZ3215  NAD 83(1993)-  39 00 25.26410(N)    084 33 44.57161(W) AD(       ) 4
 JZ3215  NAD 83(1986)-  39 00 25.26282(N)    084 33 44.57561(W) AD(       ) 4
 JZ3215  NAD 27      -  39 00 25.04100(N)    084 33 44.77600(W) AD(       ) 3
 JZ3215
 JZ3215.Superseded values are not recommended for survey control.
 JZ3215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3215.See file dsdata.txt to determine how the superseded data were derived.
 JZ3215
 JZ3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1107020382(NAD 83)
 JZ3215_MARKER: 21 = AIRPORT BEACON
 JZ3215
 JZ3215  HISTORY     - Date     Condition        Report By
 JZ3215  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3215
 JZ3215                          STATION DESCRIPTION
 JZ3215
 JZ3215'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3215'STATION IS LOCATED ABOUT 2 AND 1/2 MILES SOUTHEAST OF FORT MITCHELL,
 JZ3215'1 AND 1/2 MILE EAST OF U.S. HIGHWAY 25 AND 77 FEET NORTH OF THE
 JZ3215'CENTERLINE OF DUDLEY PIKE. THE LAMP IS A ONE LENS, ROTATING BEACON,
 JZ3215'FLASHING WHITE. THE TOWER, FOUR-LEGGED, IS 75 FEET HIGH AND
 JZ3215'IS PAINTED ORANGE AND WHITE. THERE ARE SMALL RED LAMPS ON THE RAIL OF
 JZ3215'THE TOWER WHICH FLASH RED SIGNALS.
 JZ3215'
 JZ3215'THE POINT INTERSECTED WAS THE LAMP OF THE ROTATING BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1998 ***********************************************************************
 HZ1998  DESIGNATION -  LOUISVILLE CINCINNATI AWY BN 4
 HZ1998  PID         -  HZ1998
 HZ1998  STATE/COUNTY-  KY/CARROLL
 HZ1998  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1998
 HZ1998                         *CURRENT SURVEY CONTROL
 HZ1998  ___________________________________________________________________
 HZ1998* NAD 83(1993)-  38 38 09.86705(N)    085 05 52.95808(W)     ADJUSTED  
 HZ1998* NAVD 88     -                                                        
 HZ1998  ___________________________________________________________________
 HZ1998  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 HZ1998  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ1998
 HZ1998  HORZ ORDER  -  THIRD
 HZ1998
 HZ1998.The horizontal coordinates were established by classical geodetic methods
 HZ1998.and adjusted by the National Geodetic Survey in April 1998..
 HZ1998
 HZ1998
 HZ1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1998
 HZ1998.The geoid height was determined by GEOID03.
 HZ1998
 HZ1998;                    North         East     Units Scale Factor Converg.
 HZ1998;SPC KY1Z     - 1,255,770.773 1,556,763.904   MT  0.99999277   +0 24 01.0
 HZ1998;SPC KY1Z     - 4,119,974.61  5,107,482.91   sFT  0.99999277   +0 24 01.0
 HZ1998;SPC KY N     -   126,441.922   426,165.694   MT  0.99996641   -0 31 39.1
 HZ1998;SPC KY N     -   414,834.87  1,398,178.61   sFT  0.99996641   -0 31 39.1
 HZ1998;SPC IN E     -   376,250.890   149,507.607   MT  0.99999684   +0 21 18.1
 HZ1998;SPC IN E     - 1,234,416.46    490,509.54   sFT  0.99999684   +0 21 18.1
 HZ1998;UTM  16      - 4,278,108.479   665,540.812   MT  0.99993747   +1 11 16.1
 HZ1998
 HZ1998                          SUPERSEDED SURVEY CONTROL
 HZ1998
 HZ1998  NAD 83(1993)-  38 38 09.86741(N)    085 05 52.95874(W) AD(       ) 4
 HZ1998  NAD 83(1986)-  38 38 09.86962(N)    085 05 52.96750(W) AD(       ) 4
 HZ1998  NAD 27      -  38 38 09.64500(N)    085 05 53.13400(W) AD(       ) 3
 HZ1998
 HZ1998.Superseded values are not recommended for survey control.
 HZ1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1998.See file dsdata.txt to determine how the superseded data were derived.
 HZ1998
 HZ1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6554178108(NAD 83)
 HZ1998_MARKER: 22 = AIRWAY BEACON
 HZ1998
 HZ1998  HISTORY     - Date     Condition        Report By
 HZ1998  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ1998
 HZ1998                          STATION DESCRIPTION
 HZ1998
 HZ1998'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2282 ***********************************************************************
 HZ2282  DESIGNATION -  LOUISVILLE CITY HALL
 HZ2282  PID         -  HZ2282
 HZ2282  STATE/COUNTY-  KY/JEFFERSON
 HZ2282  USGS QUAD   -  NEW ALBANY (1992)
 HZ2282
 HZ2282                         *CURRENT SURVEY CONTROL
 HZ2282  ___________________________________________________________________
 HZ2282* NAD 83(1993)-  38 15 15.91909(N)    085 45 37.80841(W)     ADJUSTED  
 HZ2282* NAVD 88     -                                                        
 HZ2282  ___________________________________________________________________
 HZ2282  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 HZ2282  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2282
 HZ2282  HORZ ORDER  -  THIRD
 HZ2282
 HZ2282.The horizontal coordinates were established by classical geodetic methods
 HZ2282.and adjusted by the National Geodetic Survey in December 1995..
 HZ2282
 HZ2282
 HZ2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2282
 HZ2282.The geoid height was determined by GEOID03.
 HZ2282
 HZ2282;                    North         East     Units Scale Factor Converg.
 HZ2282;SPC KY1Z     - 1,213,209.136 1,499,080.817   MT  0.99992665   -0 00 23.2
 HZ2282;SPC KY1Z     - 3,980,336.97  4,918,234.31   sFT  0.99992665   -0 00 23.2
 HZ2282;SPC KY N     -    84,822.320   367,798.563   MT  0.99996894   -0 56 22.7
 HZ2282;SPC KY N     -   278,287.89  1,206,685.79   sFT  0.99996894   -0 56 22.7
 HZ2282;UTM  16      - 4,234,770.649   608,449.531   MT  0.99974485   +0 46 03.1
 HZ2282
 HZ2282                          SUPERSEDED SURVEY CONTROL
 HZ2282
 HZ2282  NAD 83(1986)-  38 15 15.92275(N)    085 45 37.81596(W) AD(       ) 4
 HZ2282  NAD 27      -  38 15 15.67000(N)    085 45 37.95000(W) AD(       ) 3
 HZ2282
 HZ2282.Superseded values are not recommended for survey control.
 HZ2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2282.See file dsdata.txt to determine how the superseded data were derived.
 HZ2282
 HZ2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0845034771(NAD 83)
 HZ2282_MARKER: 61 = POLE
 HZ2282
 HZ2282  HISTORY     - Date     Condition        Report By
 HZ2282  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2282
 HZ2282                          STATION DESCRIPTION
 HZ2282
 HZ2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (CS)
 HZ2282'THE POLE ON TOP OF THE TOWER OF THE CITY HALL, LOUISVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2237 ***********************************************************************
 HZ2237  DESIGNATION -  LOUISVILLE CLOWN CIGARETTS TK
 HZ2237  PID         -  HZ2237
 HZ2237  STATE/COUNTY-  KY/JEFFERSON
 HZ2237  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2237
 HZ2237                         *CURRENT SURVEY CONTROL
 HZ2237  ___________________________________________________________________
 HZ2237* NAD 83(1993)-  38 14 46.98330(N)    085 47 05.96077(W)     ADJUSTED  
 HZ2237* NAVD 88     -                                                        
 HZ2237  ___________________________________________________________________
 HZ2237  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 HZ2237  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2237
 HZ2237  HORZ ORDER  -  THIRD
 HZ2237
 HZ2237.The horizontal coordinates were established by classical geodetic methods
 HZ2237.and adjusted by the National Geodetic Survey in December 1995..
 HZ2237
 HZ2237
 HZ2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2237
 HZ2237.The geoid height was determined by GEOID03.
 HZ2237
 HZ2237;                    North         East     Units Scale Factor Converg.
 HZ2237;SPC KY1Z     - 1,212,317.527 1,496,937.359   MT  0.99992573   -0 01 17.3
 HZ2237;SPC KY1Z     - 3,977,411.75  4,911,201.99   sFT  0.99992573   -0 01 17.3
 HZ2237;SPC KY N     -    83,965.706   365,640.774   MT  0.99996947   -0 57 17.5
 HZ2237;SPC KY N     -   275,477.49  1,199,606.44   sFT  0.99996947   -0 57 17.5
 HZ2237;UTM  16      - 4,233,850.343   606,318.702   MT  0.99973921   +0 45 08.0
 HZ2237
 HZ2237                          SUPERSEDED SURVEY CONTROL
 HZ2237
 HZ2237  NAD 83(1986)-  38 14 46.98755(N)    085 47 05.96845(W) AD(       ) 4
 HZ2237  NAD 27      -  38 14 46.73000(N)    085 47 06.10000(W) AD(       ) 3
 HZ2237
 HZ2237.Superseded values are not recommended for survey control.
 HZ2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2237.See file dsdata.txt to determine how the superseded data were derived.
 HZ2237
 HZ2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0631933850(NAD 83)
 HZ2237_MARKER: 51 = TANK
 HZ2237
 HZ2237  HISTORY     - Date     Condition        Report By
 HZ2237  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2237
 HZ2237                          STATION DESCRIPTION
 HZ2237
 HZ2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2237'LOUISVILLE, MAPLE AND TWENTIETH STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2280 ***********************************************************************
 HZ2280  DESIGNATION -  LOUISVILLE COURIER OFFICE POLE
 HZ2280  PID         -  HZ2280
 HZ2280  STATE/COUNTY-  KY/JEFFERSON
 HZ2280  USGS QUAD   -  NEW ALBANY (1992)
 HZ2280
 HZ2280                         *CURRENT SURVEY CONTROL
 HZ2280  ___________________________________________________________________
 HZ2280* NAD 83(1993)-  38 15 10.54174(N)    085 45 25.28770(W)     ADJUSTED  
 HZ2280* NAVD 88     -                                                        
 HZ2280  ___________________________________________________________________
 HZ2280  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 HZ2280  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2280
 HZ2280  HORZ ORDER  -  THIRD
 HZ2280
 HZ2280.The horizontal coordinates were established by classical geodetic methods
 HZ2280.and adjusted by the National Geodetic Survey in December 1995..
 HZ2280
 HZ2280
 HZ2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2280
 HZ2280.The geoid height was determined by GEOID03.
 HZ2280
 HZ2280;                    North         East     Units Scale Factor Converg.
 HZ2280;SPC KY1Z     - 1,213,043.316 1,499,385.203   MT  0.99992648   -0 00 15.5
 HZ2280;SPC KY1Z     - 3,979,792.95  4,919,232.95   sFT  0.99992648   -0 00 15.5
 HZ2280;SPC KY N     -    84,651.558   368,100.221   MT  0.99996904   -0 56 14.9
 HZ2280;SPC KY N     -   277,727.65  1,207,675.48   sFT  0.99996904   -0 56 14.9
 HZ2280;UTM  16      - 4,234,608.985   608,756.073   MT  0.99974567   +0 46 10.7
 HZ2280
 HZ2280                          SUPERSEDED SURVEY CONTROL
 HZ2280
 HZ2280  NAD 83(1986)-  38 15 10.54613(N)    085 45 25.29518(W) AD(       ) 4
 HZ2280  NAD 27      -  38 15 10.29000(N)    085 45 25.43000(W) AD(       ) 3
 HZ2280
 HZ2280.Superseded values are not recommended for survey control.
 HZ2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2280.See file dsdata.txt to determine how the superseded data were derived.
 HZ2280
 HZ2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0875634609(NAD 83)
 HZ2280_MARKER: 61 = POLE
 HZ2280
 HZ2280  HISTORY     - Date     Condition        Report By
 HZ2280  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2280
 HZ2280                          STATION DESCRIPTION
 HZ2280
 HZ2280'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2241 ***********************************************************************
 HZ2241  DESIGNATION -  LOUISVILLE FORD OLD PLANT TANK
 HZ2241  PID         -  HZ2241
 HZ2241  STATE/COUNTY-  KY/JEFFERSON
 HZ2241  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2241
 HZ2241                         *CURRENT SURVEY CONTROL
 HZ2241  ___________________________________________________________________
 HZ2241* NAD 83(1993)-  38 12 48.27150(N)    085 45 46.19791(W)     ADJUSTED  
 HZ2241* NAVD 88     -                                                        
 HZ2241  ___________________________________________________________________
 HZ2241  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 HZ2241  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HZ2241
 HZ2241  HORZ ORDER  -  THIRD
 HZ2241
 HZ2241.The horizontal coordinates were established by classical geodetic methods
 HZ2241.and adjusted by the National Geodetic Survey in December 1995..
 HZ2241
 HZ2241
 HZ2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2241
 HZ2241.The geoid height was determined by GEOID03.
 HZ2241
 HZ2241;                    North         East     Units Scale Factor Converg.
 HZ2241;SPC KY1Z     - 1,208,657.001 1,498,876.229   MT  0.99992219   -0 00 28.4
 HZ2241;SPC KY1Z     - 3,965,402.18  4,917,563.09   sFT  0.99992219   -0 00 28.4
 HZ2241;SPC KY N     -    80,273.912   367,519.851   MT  0.99997184   -0 56 27.9
 HZ2241;SPC KY N     -   263,365.33  1,205,771.38   sFT  0.99997184   -0 56 27.9
 HZ2241;SPC IN E     -   329,185.659    91,578.312   MT  0.99996754   -0 03 34.2
 HZ2241;SPC IN E     - 1,080,003.28    300,453.18   sFT  0.99996754   -0 03 34.2
 HZ2241;UTM  16      - 4,230,216.985   608,306.448   MT  0.99974447   +0 45 55.4
 HZ2241
 HZ2241                          SUPERSEDED SURVEY CONTROL
 HZ2241
 HZ2241  NAD 83(1986)-  38 12 48.27542(N)    085 45 46.20596(W) AD(       ) 4
 HZ2241  NAD 27      -  38 12 48.01700(N)    085 45 46.34400(W) AD(       ) 3
 HZ2241
 HZ2241.Superseded values are not recommended for survey control.
 HZ2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2241.See file dsdata.txt to determine how the superseded data were derived.
 HZ2241
 HZ2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0830630217(NAD 83)
 HZ2241_MARKER: 51 = TANK
 HZ2241
 HZ2241  HISTORY     - Date     Condition        Report By
 HZ2241  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2241
 HZ2241                          STATION DESCRIPTION
 HZ2241
 HZ2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2241'THIRD AND K STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2224 ***********************************************************************
 HZ2224  DESIGNATION -  LOUISVILLE FRAZIER SCHOOL STK
 HZ2224  PID         -  HZ2224
 HZ2224  STATE/COUNTY-  KY/JEFFERSON
 HZ2224  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2224
 HZ2224                         *CURRENT SURVEY CONTROL
 HZ2224  ___________________________________________________________________
 HZ2224* NAD 83(1993)-  38 12 29.99148(N)    085 46 48.57377(W)     ADJUSTED  
 HZ2224* NAVD 88     -                                                        
 HZ2224  ___________________________________________________________________
 HZ2224  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 HZ2224  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HZ2224
 HZ2224  HORZ ORDER  -  THIRD
 HZ2224
 HZ2224.The horizontal coordinates were established by classical geodetic methods
 HZ2224.and adjusted by the National Geodetic Survey in December 1995..
 HZ2224
 HZ2224
 HZ2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2224
 HZ2224.The geoid height was determined by GEOID03.
 HZ2224
 HZ2224;                    North         East     Units Scale Factor Converg.
 HZ2224;SPC KY1Z     - 1,208,093.758 1,497,358.746   MT  0.99992167   -0 01 06.7
 HZ2224;SPC KY1Z     - 3,963,554.27  4,912,584.49   sFT  0.99992167   -0 01 06.7
 HZ2224;SPC KY N     -    79,735.434   365,993.318   MT  0.99997224   -0 57 06.7
 HZ2224;SPC KY N     -   261,598.67  1,200,763.08   sFT  0.99997224   -0 57 06.7
 HZ2224;UTM  16      - 4,229,633.422   606,796.974   MT  0.99974047   +0 45 16.5
 HZ2224
 HZ2224                          SUPERSEDED SURVEY CONTROL
 HZ2224
 HZ2224  NAD 83(1986)-  38 12 29.99555(N)    085 46 48.58209(W) AD(       ) 4
 HZ2224  NAD 27      -  38 12 29.74000(N)    085 46 48.72000(W) AD(       ) 3
 HZ2224
 HZ2224.Superseded values are not recommended for survey control.
 HZ2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2224.See file dsdata.txt to determine how the superseded data were derived.
 HZ2224
 HZ2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0679729633(NAD 83)
 HZ2224_MARKER: 63 = STACK
 HZ2224
 HZ2224  HISTORY     - Date     Condition        Report By
 HZ2224  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2224
 HZ2224                          STATION DESCRIPTION
 HZ2224
 HZ2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2224'LOUISVILLE, LARCHMONT AND NEVADA AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2287 ***********************************************************************
 HZ2287  DESIGNATION -  LOUISVILLE GAS AND ELEC STACK
 HZ2287  PID         -  HZ2287
 HZ2287  STATE/COUNTY-  KY/JEFFERSON
 HZ2287  USGS QUAD   -  NEW ALBANY (1992)
 HZ2287
 HZ2287                         *CURRENT SURVEY CONTROL
 HZ2287  ___________________________________________________________________
 HZ2287* NAD 83(1993)-  38 16 06.79471(N)    085 46 43.25797(W)     ADJUSTED  
 HZ2287* NAVD 88     -                                                        
 HZ2287  ___________________________________________________________________
 HZ2287  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HZ2287  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ2287
 HZ2287  HORZ ORDER  -  THIRD
 HZ2287
 HZ2287.The horizontal coordinates were established by classical geodetic methods
 HZ2287.and adjusted by the National Geodetic Survey in December 1995..
 HZ2287
 HZ2287
 HZ2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2287
 HZ2287.The geoid height was determined by GEOID03.
 HZ2287
 HZ2287;                    North         East     Units Scale Factor Converg.
 HZ2287;SPC KY1Z     - 1,214,778.041 1,497,490.117   MT  0.99992830   -0 01 03.4
 HZ2287;SPC KY1Z     - 3,985,484.29  4,913,015.49   sFT  0.99992830   -0 01 03.4
 HZ2287;SPC KY N     -    86,416.992   366,233.563   MT  0.99996806   -0 57 03.4
 HZ2287;SPC KY N     -   283,519.75  1,201,551.28   sFT  0.99996806   -0 57 03.4
 HZ2287;UTM  16      - 4,236,317.636   606,838.078   MT  0.99974057   +0 45 23.4
 HZ2287
 HZ2287                          SUPERSEDED SURVEY CONTROL
 HZ2287
 HZ2287  NAD 83(1986)-  38 16 06.79881(N)    085 46 43.26567(W) AD(       ) 4
 HZ2287  NAD 27      -  38 16 06.56000(N)    085 46 43.38000(W) AD(       ) 3
 HZ2287
 HZ2287.Superseded values are not recommended for survey control.
 HZ2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2287.See file dsdata.txt to determine how the superseded data were derived.
 HZ2287
 HZ2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0683836318(NAD 83)
 HZ2287_MARKER: 63 = STACK
 HZ2287
 HZ2287  HISTORY     - Date     Condition        Report By
 HZ2287  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2287
 HZ2287                          STATION DESCRIPTION
 HZ2287
 HZ2287'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2287'LOUISVILLE, 2005 HIGH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2141 ***********************************************************************
 HZ2141  DESIGNATION -  LOUISVILLE GERMAN METH CHURCH
 HZ2141  PID         -  HZ2141
 HZ2141  STATE/COUNTY-  KY/JEFFERSON
 HZ2141  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ2141
 HZ2141                         *CURRENT SURVEY CONTROL
 HZ2141  ___________________________________________________________________
 HZ2141* NAD 83(1993)-  38 15 12.31035(N)    085 44 31.04732(W)     ADJUSTED  
 HZ2141* NAVD 88     -                                                        
 HZ2141  ___________________________________________________________________
 HZ2141  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 HZ2141  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ2141
 HZ2141  HORZ ORDER  -  THIRD
 HZ2141
 HZ2141.The horizontal coordinates were established by classical geodetic methods
 HZ2141.and adjusted by the National Geodetic Survey in December 1995..
 HZ2141
 HZ2141
 HZ2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2141
 HZ2141.The geoid height was determined by GEOID03.
 HZ2141
 HZ2141;                    North         East     Units Scale Factor Converg.
 HZ2141;SPC KY1Z     - 1,213,097.852 1,500,703.895   MT  0.99992653   +0 00 17.8
 HZ2141;SPC KY1Z     - 3,979,971.87  4,923,559.36   sFT  0.99992653   +0 00 17.8
 HZ2141;SPC KY N     -    84,684.613   369,419.682   MT  0.99996901   -0 55 41.2
 HZ2141;SPC KY N     -   277,836.10  1,212,004.41   sFT  0.99996901   -0 55 41.2
 HZ2141;UTM  16      - 4,234,681.316   610,073.672   MT  0.99974922   +0 46 44.3
 HZ2141
 HZ2141                          SUPERSEDED SURVEY CONTROL
 HZ2141
 HZ2141  NAD 83(1986)-  38 15 12.31393(N)    085 44 31.05493(W) AD(       ) 4
 HZ2141  NAD 27      -  38 15 12.06400(N)    085 44 31.19200(W) AD(       ) 3
 HZ2141
 HZ2141.Superseded values are not recommended for survey control.
 HZ2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2141.See file dsdata.txt to determine how the superseded data were derived.
 HZ2141
 HZ2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1007434681(NAD 83)
 HZ2141_MARKER: 90 = CHURCH SPIRE
 HZ2141
 HZ2141  HISTORY     - Date     Condition        Report By
 HZ2141  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2141
 HZ2141                          STATION DESCRIPTION
 HZ2141
 HZ2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (CS)
 HZ2141'THE SPIRE OF THE GERMAN METHODIST CHURCH AT THE CORNER OF MARKET AND
 HZ2141'HANCOCK STREETS, LOUISVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2235 ***********************************************************************
 HZ2235  DESIGNATION -  LOUISVILLE H VOGT CO BRICK STK
 HZ2235  PID         -  HZ2235
 HZ2235  STATE/COUNTY-  KY/JEFFERSON
 HZ2235  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2235
 HZ2235                         *CURRENT SURVEY CONTROL
 HZ2235  ___________________________________________________________________
 HZ2235* NAD 83(1993)-  38 13 53.70458(N)    085 46 11.12307(W)     ADJUSTED  
 HZ2235* NAVD 88     -                                                        
 HZ2235  ___________________________________________________________________
 HZ2235  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 HZ2235  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ2235
 HZ2235  HORZ ORDER  -  THIRD
 HZ2235
 HZ2235.The horizontal coordinates were established by classical geodetic methods
 HZ2235.and adjusted by the National Geodetic Survey in December 1995..
 HZ2235
 HZ2235
 HZ2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2235
 HZ2235.The geoid height was determined by GEOID03.
 HZ2235
 HZ2235;                    North         East     Units Scale Factor Converg.
 HZ2235;SPC KY1Z     - 1,210,674.484 1,498,270.348   MT  0.99992410   -0 00 43.7
 HZ2235;SPC KY1Z     - 3,972,021.20  4,915,575.30   sFT  0.99992410   -0 00 43.7
 HZ2235;SPC KY N     -    82,301.093   366,946.882   MT  0.99997049   -0 56 43.4
 HZ2235;SPC KY N     -   270,016.17  1,203,891.56   sFT  0.99997049   -0 56 43.4
 HZ2235;SPC IN E     -   331,203.778    90,974.222   MT  0.99996767   -0 03 49.7
 HZ2235;SPC IN E     - 1,086,624.39    298,471.26   sFT  0.99996767   -0 03 49.7
 HZ2235;UTM  16      - 4,232,225.746   607,673.504   MT  0.99974278   +0 45 41.0
 HZ2235
 HZ2235                          SUPERSEDED SURVEY CONTROL
 HZ2235
 HZ2235  NAD 83(1986)-  38 13 53.70857(N)    085 46 11.13074(W) AD(       ) 4
 HZ2235  NAD 27      -  38 13 53.45600(N)    085 46 11.26900(W) AD(       ) 3
 HZ2235
 HZ2235.Superseded values are not recommended for survey control.
 HZ2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2235.See file dsdata.txt to determine how the superseded data were derived.
 HZ2235
 HZ2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0767432226(NAD 83)
 HZ2235_MARKER: 63 = STACK
 HZ2235
 HZ2235  HISTORY     - Date     Condition        Report By
 HZ2235  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2235
 HZ2235                          STATION DESCRIPTION
 HZ2235
 HZ2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2235'TENTH AND MAGNOLIA STREETS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2194 ***********************************************************************
 HZ2194  DESIGNATION -  LOUISVILLE HIGHLAND JR HS CUP
 HZ2194  PID         -  HZ2194
 HZ2194  STATE/COUNTY-  KY/JEFFERSON
 HZ2194  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2194
 HZ2194                         *CURRENT SURVEY CONTROL
 HZ2194  ___________________________________________________________________
 HZ2194* NAD 83(1993)-  38 13 24.28424(N)    085 42 22.36427(W)     ADJUSTED  
 HZ2194* NAVD 88     -                                                        
 HZ2194  ___________________________________________________________________
 HZ2194  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 HZ2194  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ2194
 HZ2194  HORZ ORDER  -  THIRD
 HZ2194
 HZ2194.The horizontal coordinates were established by classical geodetic methods
 HZ2194.and adjusted by the National Geodetic Survey in December 1995..
 HZ2194
 HZ2194
 HZ2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2194
 HZ2194.The geoid height was determined by GEOID03.
 HZ2194
 HZ2194;                    North         East     Units Scale Factor Converg.
 HZ2194;SPC KY1Z     - 1,209,768.136 1,503,833.990   MT  0.99992323   +0 01 36.8
 HZ2194;SPC KY1Z     - 3,969,047.63  4,933,828.68   sFT  0.99992323   +0 01 36.8
 HZ2194;SPC KY N     -    81,304.224   372,495.289   MT  0.99997109   -0 54 21.1
 HZ2194;SPC KY N     -   266,745.61  1,222,094.96   sFT  0.99997109   -0 54 21.1
 HZ2194;UTM  16      - 4,231,394.744   613,247.910   MT  0.99975795   +0 48 02.1
 HZ2194
 HZ2194                          SUPERSEDED SURVEY CONTROL
 HZ2194
 HZ2194  NAD 83(1986)-  38 13 24.28807(N)    085 42 22.37216(W) AD(       ) 4
 HZ2194  NAD 27      -  38 13 24.03000(N)    085 42 22.51000(W) AD(       ) 3
 HZ2194
 HZ2194.Superseded values are not recommended for survey control.
 HZ2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2194.See file dsdata.txt to determine how the superseded data were derived.
 HZ2194
 HZ2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1324831395(NAD 83)
 HZ2194_MARKER: 86 = CUPOLA
 HZ2194
 HZ2194  HISTORY     - Date     Condition        Report By
 HZ2194  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2194  HISTORY     - 1963     GOOD             AEROS
 HZ2194
 HZ2194                          STATION DESCRIPTION
 HZ2194
 HZ2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2194'LOUISVILLE, NORRIS PLACE AND RICHMOND AVE.
 HZ2194
 HZ2194                          STATION RECOVERY (1963)
 HZ2194
 HZ2194'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2194'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2222 ***********************************************************************
 HZ2222  DESIGNATION -  LOUISVILLE J V QUINLAN CO STK
 HZ2222  PID         -  HZ2222
 HZ2222  STATE/COUNTY-  KY/JEFFERSON
 HZ2222  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2222
 HZ2222                         *CURRENT SURVEY CONTROL
 HZ2222  ___________________________________________________________________
 HZ2222* NAD 83(1993)-  38 13 11.85206(N)    085 47 00.44949(W)     ADJUSTED  
 HZ2222* NAVD 88     -                                                        
 HZ2222  ___________________________________________________________________
 HZ2222  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 HZ2222  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HZ2222
 HZ2222  HORZ ORDER  -  THIRD
 HZ2222
 HZ2222.The horizontal coordinates were established by classical geodetic methods
 HZ2222.and adjusted by the National Geodetic Survey in December 1995..
 HZ2222
 HZ2222
 HZ2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2222
 HZ2222.The geoid height was determined by GEOID03.
 HZ2222
 HZ2222;                    North         East     Units Scale Factor Converg.
 HZ2222;SPC KY1Z     - 1,209,384.464 1,497,070.310   MT  0.99992287   -0 01 14.0
 HZ2222;SPC KY1Z     - 3,967,788.86  4,911,638.18   sFT  0.99992287   -0 01 14.0
 HZ2222;SPC KY N     -    81,030.731   365,725.932   MT  0.99997134   -0 57 14.1
 HZ2222;SPC KY N     -   265,848.32  1,199,885.83   sFT  0.99997134   -0 57 14.1
 HZ2222;UTM  16      - 4,230,919.883   606,491.203   MT  0.99973966   +0 45 09.8
 HZ2222
 HZ2222                          SUPERSEDED SURVEY CONTROL
 HZ2222
 HZ2222  NAD 83(1986)-  38 13 11.85625(N)    085 47 00.45746(W) AD(       ) 4
 HZ2222  NAD 27      -  38 13 11.59900(N)    085 47 00.59100(W) AD(       ) 3
 HZ2222
 HZ2222.Superseded values are not recommended for survey control.
 HZ2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2222.See file dsdata.txt to determine how the superseded data were derived.
 HZ2222
 HZ2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0649130920(NAD 83)
 HZ2222_MARKER: 63 = STACK
 HZ2222
 HZ2222  HISTORY     - Date     Condition        Report By
 HZ2222  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2222
 HZ2222                          STATION DESCRIPTION
 HZ2222
 HZ2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2222'BURNHEIM AND CONTINENTAL AVE., LOUISVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2228 ***********************************************************************
 HZ2228  DESIGNATION -  LOUISVILLE KY FEED MILLS TANK
 HZ2228  PID         -  HZ2228
 HZ2228  STATE/COUNTY-  KY/JEFFERSON
 HZ2228  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2228
 HZ2228                         *CURRENT SURVEY CONTROL
 HZ2228  ___________________________________________________________________
 HZ2228* NAD 83(1993)-  38 13 53.54960(N)    085 46 44.44149(W)     ADJUSTED  
 HZ2228* NAVD 88     -                                                        
 HZ2228  ___________________________________________________________________
 HZ2228  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 HZ2228  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ2228
 HZ2228  HORZ ORDER  -  THIRD
 HZ2228
 HZ2228.The horizontal coordinates were established by classical geodetic methods
 HZ2228.and adjusted by the National Geodetic Survey in December 1995..
 HZ2228
 HZ2228
 HZ2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2228
 HZ2228.The geoid height was determined by GEOID03.
 HZ2228
 HZ2228;                    North         East     Units Scale Factor Converg.
 HZ2228;SPC KY1Z     - 1,210,669.918 1,497,460.072   MT  0.99992410   -0 01 04.1
 HZ2228;SPC KY1Z     - 3,972,006.22  4,912,916.92   sFT  0.99992410   -0 01 04.1
 HZ2228;SPC KY N     -    82,309.726   366,136.601   MT  0.99997050   -0 57 04.1
 HZ2228;SPC KY N     -   270,044.49  1,201,233.17   sFT  0.99997050   -0 57 04.1
 HZ2228;UTM  16      - 4,232,210.244   606,863.511   MT  0.99974064   +0 45 20.4
 HZ2228
 HZ2228                          SUPERSEDED SURVEY CONTROL
 HZ2228
 HZ2228  NAD 83(1986)-  38 13 53.55374(N)    085 46 44.44919(W) AD(       ) 4
 HZ2228  NAD 27      -  38 13 53.30000(N)    085 46 44.58900(W) AD(       ) 3
 HZ2228
 HZ2228.Superseded values are not recommended for survey control.
 HZ2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2228.See file dsdata.txt to determine how the superseded data were derived.
 HZ2228
 HZ2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0686432210(NAD 83)
 HZ2228_MARKER: 51 = TANK
 HZ2228
 HZ2228  HISTORY     - Date     Condition        Report By
 HZ2228  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2228  HISTORY     - 1963     GOOD             AEROS
 HZ2228
 HZ2228                          STATION DESCRIPTION
 HZ2228
 HZ2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2228'LOUISVILLE, FIFTHTEENTH AND ST. LOUIS STREETS.
 HZ2228
 HZ2228                          STATION RECOVERY (1963)
 HZ2228
 HZ2228'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2228'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2205 ***********************************************************************
 HZ2205  DESIGNATION -  LOUISVILLE KY WAGON WORKS STK
 HZ2205  PID         -  HZ2205
 HZ2205  STATE/COUNTY-  KY/JEFFERSON
 HZ2205  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2205
 HZ2205                         *CURRENT SURVEY CONTROL
 HZ2205  ___________________________________________________________________
 HZ2205* NAD 83(1993)-  38 12 38.47842(N)    085 45 36.89251(W)     ADJUSTED  
 HZ2205* NAVD 88     -                                                        
 HZ2205  ___________________________________________________________________
 HZ2205  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 HZ2205  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HZ2205
 HZ2205  HORZ ORDER  -  THIRD
 HZ2205
 HZ2205.The horizontal coordinates were established by classical geodetic methods
 HZ2205.and adjusted by the National Geodetic Survey in December 1995..
 HZ2205
 HZ2205
 HZ2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2205
 HZ2205.The geoid height was determined by GEOID03.
 HZ2205
 HZ2205;                    North         East     Units Scale Factor Converg.
 HZ2205;SPC KY1Z     - 1,208,355.042 1,499,102.551   MT  0.99992191   -0 00 22.7
 HZ2205;SPC KY1Z     - 3,964,411.50  4,918,305.62   sFT  0.99992191   -0 00 22.7
 HZ2205;SPC KY N     -    79,968.292   367,741.236   MT  0.99997205   -0 56 22.1
 HZ2205;SPC KY N     -   262,362.64  1,206,497.71   sFT  0.99997205   -0 56 22.1
 HZ2205;UTM  16      - 4,229,918.161   608,536.784   MT  0.99974508   +0 46 00.9
 HZ2205
 HZ2205                          SUPERSEDED SURVEY CONTROL
 HZ2205
 HZ2205  NAD 83(1986)-  38 12 38.48245(N)    085 45 36.90041(W) AD(       ) 4
 HZ2205  NAD 27      -  38 12 38.24000(N)    085 45 37.04000(W) AD(       ) 3
 HZ2205
 HZ2205.Superseded values are not recommended for survey control.
 HZ2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2205.See file dsdata.txt to determine how the superseded data were derived.
 HZ2205
 HZ2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0853729918(NAD 83)
 HZ2205_MARKER: 63 = STACK
 HZ2205
 HZ2205  HISTORY     - Date     Condition        Report By
 HZ2205  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2205
 HZ2205                          STATION DESCRIPTION
 HZ2205
 HZ2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2205'LOUISVILLE, THIRD AND K STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2220 ***********************************************************************
 HZ2220  DESIGNATION -  LOUISVILLE L N RR SHOP STACK
 HZ2220  PID         -  HZ2220
 HZ2220  STATE/COUNTY-  KY/JEFFERSON
 HZ2220  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2220
 HZ2220                         *CURRENT SURVEY CONTROL
 HZ2220  ___________________________________________________________________
 HZ2220* NAD 83(1993)-  38 12 15.66217(N)    085 45 32.47117(W)     ADJUSTED  
 HZ2220* NAVD 88     -                                                        
 HZ2220  ___________________________________________________________________
 HZ2220  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 HZ2220  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HZ2220
 HZ2220  HORZ ORDER  -  THIRD
 HZ2220
 HZ2220.The horizontal coordinates were established by classical geodetic methods
 HZ2220.and adjusted by the National Geodetic Survey in December 1995..
 HZ2220
 HZ2220
 HZ2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2220
 HZ2220.The geoid height was determined by GEOID03.
 HZ2220
 HZ2220;                    North         East     Units Scale Factor Converg.
 HZ2220;SPC KY1Z     - 1,207,651.582 1,499,210.037   MT  0.99992127   -0 00 19.9
 HZ2220;SPC KY1Z     - 3,962,103.57  4,918,658.26   sFT  0.99992127   -0 00 19.9
 HZ2220;SPC KY N     -    79,263.139   367,837.255   MT  0.99997255   -0 56 19.4
 HZ2220;SPC KY N     -   260,049.15  1,206,812.73   sFT  0.99997255   -0 56 19.4
 HZ2220;SPC IN E     -   328,179.895    91,911.229   MT  0.99996747   -0 03 25.6
 HZ2220;SPC IN E     - 1,076,703.54    301,545.42   sFT  0.99996747   -0 03 25.6
 HZ2220;UTM  16      - 4,229,216.340   608,653.731   MT  0.99974539   +0 46 03.3
 HZ2220
 HZ2220                          SUPERSEDED SURVEY CONTROL
 HZ2220
 HZ2220  NAD 83(1986)-  38 12 15.66617(N)    085 45 32.47918(W) AD(       ) 4
 HZ2220  NAD 27      -  38 12 15.41100(N)    085 45 32.61900(W) AD(       ) 3
 HZ2220
 HZ2220.Superseded values are not recommended for survey control.
 HZ2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2220.See file dsdata.txt to determine how the superseded data were derived.
 HZ2220
 HZ2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0865429216(NAD 83)
 HZ2220_MARKER: 63 = STACK
 HZ2220
 HZ2220  HISTORY     - Date     Condition        Report By
 HZ2220  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2220  HISTORY     - 1957     GOOD             CGS
 HZ2220  HISTORY     - 1963     GOOD             CGS
 HZ2220
 HZ2220                          STATION DESCRIPTION
 HZ2220
 HZ2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2220'LOUISVILLE, FLOYD AND N STREETS.
 HZ2220
 HZ2220                          STATION RECOVERY (1957)
 HZ2220
 HZ2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KET)
 HZ2220'IN SOUTH LOUISVILLE, ON THE L AND N RAILROAD YARDS PROPERTY,
 HZ2220'APPROXIMATELY 600 FEET WEST OF PARK AVENUE.
 HZ2220'
 HZ2220'THE STACK IS BOWL SHAPED ON TOP, MADE OF LIGHT BUFF COLORED BRICK
 HZ2220'WITH A LADDER ON THE EAST SIDE, A COLLAR ABOUT 15 FEET BELOW THE
 HZ2220'TOP AND IS QUITE PROMINENT.
 HZ2220
 HZ2220                          STATION RECOVERY (1963)
 HZ2220
 HZ2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 HZ2220'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2144 ***********************************************************************
 HZ2144  DESIGNATION -  LOUISVILLE LOGAN CO TANK
 HZ2144  PID         -  HZ2144
 HZ2144  STATE/COUNTY-  KY/JEFFERSON
 HZ2144  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ2144
 HZ2144                         *CURRENT SURVEY CONTROL
 HZ2144  ___________________________________________________________________
 HZ2144* NAD 83(1993)-  38 15 26.09249(N)    085 43 56.11776(W)     ADJUSTED  
 HZ2144* NAVD 88     -                                                        
 HZ2144  ___________________________________________________________________
 HZ2144  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HZ2144  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ2144
 HZ2144  HORZ ORDER  -  THIRD
 HZ2144
 HZ2144.The horizontal coordinates were established by classical geodetic methods
 HZ2144.and adjusted by the National Geodetic Survey in December 1995..
 HZ2144
 HZ2144
 HZ2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2144
 HZ2144.The geoid height was determined by GEOID03.
 HZ2144
 HZ2144;                    North         East     Units Scale Factor Converg.
 HZ2144;SPC KY1Z     - 1,213,522.892 1,501,553.019   MT  0.99992697   +0 00 39.2
 HZ2144;SPC KY1Z     - 3,981,366.35  4,926,345.20   sFT  0.99992697   +0 00 39.2
 HZ2144;SPC KY N     -    85,095.788   370,275.651   MT  0.99996876   -0 55 19.4
 HZ2144;SPC KY N     -   279,185.10  1,214,812.70   sFT  0.99996876   -0 55 19.4
 HZ2144;UTM  16      - 4,235,117.713   610,916.827   MT  0.99975151   +0 47 06.2
 HZ2144
 HZ2144                          SUPERSEDED SURVEY CONTROL
 HZ2144
 HZ2144  NAD 83(1986)-  38 15 26.09623(N)    085 43 56.12552(W) AD(       ) 4
 HZ2144  NAD 27      -  38 15 25.85000(N)    085 43 56.26000(W) AD(       ) 3
 HZ2144
 HZ2144.Superseded values are not recommended for survey control.
 HZ2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2144.See file dsdata.txt to determine how the superseded data were derived.
 HZ2144
 HZ2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1091735118(NAD 83)
 HZ2144_MARKER: 51 = TANK
 HZ2144
 HZ2144  HISTORY     - Date     Condition        Report By
 HZ2144  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2144  HISTORY     - 1963     GOOD             AEROS
 HZ2144  HISTORY     - 1963     GOOD             AEROS
 HZ2144
 HZ2144                          STATION DESCRIPTION
 HZ2144
 HZ2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2144'FRANKLIN AND CADEL STREETS.
 HZ2144
 HZ2144                          STATION RECOVERY (1963)
 HZ2144
 HZ2144'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2144'RECOVERED AS DESCRIBED.
 HZ2144
 HZ2144                          STATION RECOVERY (1963)
 HZ2144
 HZ2144'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2144'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2239 ***********************************************************************
 HZ2239  DESIGNATION -  LOUISVILLE LUCKY STRIKE SIL TK
 HZ2239  PID         -  HZ2239
 HZ2239  STATE/COUNTY-  KY/JEFFERSON
 HZ2239  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2239
 HZ2239                         *CURRENT SURVEY CONTROL
 HZ2239  ___________________________________________________________________
 HZ2239* NAD 83(1993)-  38 12 28.96992(N)    085 47 26.44305(W)     ADJUSTED  
 HZ2239* NAVD 88     -                                                        
 HZ2239  ___________________________________________________________________
 HZ2239  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HZ2239  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HZ2239
 HZ2239  HORZ ORDER  -  THIRD
 HZ2239
 HZ2239.The horizontal coordinates were established by classical geodetic methods
 HZ2239.and adjusted by the National Geodetic Survey in December 1995..
 HZ2239
 HZ2239
 HZ2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2239
 HZ2239.The geoid height was determined by GEOID03.
 HZ2239
 HZ2239;                    North         East     Units Scale Factor Converg.
 HZ2239;SPC KY1Z     - 1,208,062.612 1,496,437.493   MT  0.99992164   -0 01 29.9
 HZ2239;SPC KY1Z     - 3,963,452.09  4,909,562.01   sFT  0.99992164   -0 01 29.9
 HZ2239;SPC KY N     -    79,719.298   365,071.633   MT  0.99997226   -0 57 30.3
 HZ2239;SPC KY N     -   261,545.73  1,197,739.18   sFT  0.99997226   -0 57 30.3
 HZ2239;SPC IN E     -   328,593.443    89,138.928   MT  0.99996812   -0 04 36.1
 HZ2239;SPC IN E     - 1,078,060.32    292,449.97   sFT  0.99996812   -0 04 36.1
 HZ2239;UTM  16      - 4,229,589.857   605,876.393   MT  0.99973806   +0 44 53.0
 HZ2239
 HZ2239                          SUPERSEDED SURVEY CONTROL
 HZ2239
 HZ2239  NAD 83(1986)-  38 12 28.97409(N)    085 47 26.45117(W) AD(       ) 4
 HZ2239  NAD 27      -  38 12 28.71600(N)    085 47 26.58700(W) AD(       ) 3
 HZ2239
 HZ2239.Superseded values are not recommended for survey control.
 HZ2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2239.See file dsdata.txt to determine how the superseded data were derived.
 HZ2239
 HZ2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0587629590(NAD 83)
 HZ2239_MARKER: 51 = TANK
 HZ2239
 HZ2239  HISTORY     - Date     Condition        Report By
 HZ2239  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2239
 HZ2239                          STATION DESCRIPTION
 HZ2239
 HZ2239'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2239'LOUISVILLE, SEVENTH STREET ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2240 ***********************************************************************
 HZ2240  DESIGNATION -  LOUISVILLE LUCKY STRIKE TANK
 HZ2240  PID         -  HZ2240
 HZ2240  STATE/COUNTY-  KY/JEFFERSON
 HZ2240  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2240
 HZ2240                         *CURRENT SURVEY CONTROL
 HZ2240  ___________________________________________________________________
 HZ2240* NAD 83(1993)-  38 12 42.69455(N)    085 47 16.25921(W)     ADJUSTED  
 HZ2240* NAVD 88     -                                                        
 HZ2240  ___________________________________________________________________
 HZ2240  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 HZ2240  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HZ2240
 HZ2240  HORZ ORDER  -  THIRD
 HZ2240
 HZ2240.The horizontal coordinates were established by classical geodetic methods
 HZ2240.and adjusted by the National Geodetic Survey in December 1995..
 HZ2240
 HZ2240
 HZ2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2240
 HZ2240.The geoid height was determined by GEOID03.
 HZ2240
 HZ2240;                    North         East     Units Scale Factor Converg.
 HZ2240;SPC KY1Z     - 1,208,485.652 1,496,685.406   MT  0.99992203   -0 01 23.7
 HZ2240;SPC KY1Z     - 3,964,840.01  4,910,375.37   sFT  0.99992203   -0 01 23.7
 HZ2240;SPC KY N     -    80,138.265   365,326.418   MT  0.99997196   -0 57 23.9
 HZ2240;SPC KY N     -   262,920.29  1,198,575.09   sFT  0.99997196   -0 57 23.9
 HZ2240;UTM  16      - 4,230,016.125   606,118.532   MT  0.99973869   +0 44 59.5
 HZ2240
 HZ2240                          SUPERSEDED SURVEY CONTROL
 HZ2240
 HZ2240  NAD 83(1986)-  38 12 42.69857(N)    085 47 16.26717(W) AD(       ) 4
 HZ2240  NAD 27      -  38 12 42.44000(N)    085 47 16.40000(W) AD(       ) 3
 HZ2240
 HZ2240.Superseded values are not recommended for survey control.
 HZ2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2240.See file dsdata.txt to determine how the superseded data were derived.
 HZ2240
 HZ2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0611930016(NAD 83)
 HZ2240_MARKER: 51 = TANK
 HZ2240
 HZ2240  HISTORY     - Date     Condition        Report By
 HZ2240  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2240
 HZ2240                          STATION DESCRIPTION
 HZ2240
 HZ2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2240'LOUISVILLE, SEVENTH STREET ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2234 ***********************************************************************
 HZ2234  DESIGNATION -  LOUISVILLE MALT HOUSE ELEVATOR
 HZ2234  PID         -  HZ2234
 HZ2234  STATE/COUNTY-  KY/JEFFERSON
 HZ2234  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2234
 HZ2234                         *CURRENT SURVEY CONTROL
 HZ2234  ___________________________________________________________________
 HZ2234* NAD 83(1993)-  38 14 43.51701(N)    085 46 22.85288(W)     ADJUSTED  
 HZ2234* NAVD 88     -                                                        
 HZ2234  ___________________________________________________________________
 HZ2234  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 HZ2234  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2234
 HZ2234  HORZ ORDER  -  THIRD
 HZ2234
 HZ2234.The horizontal coordinates were established by classical geodetic methods
 HZ2234.and adjusted by the National Geodetic Survey in December 1995..
 HZ2234
 HZ2234
 HZ2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2234
 HZ2234.The geoid height was determined by GEOID03.
 HZ2234
 HZ2234;                    North         East     Units Scale Factor Converg.
 HZ2234;SPC KY1Z     - 1,212,210.331 1,497,985.468   MT  0.99992563   -0 00 50.9
 HZ2234;SPC KY1Z     - 3,977,060.06  4,914,640.66   sFT  0.99992563   -0 00 50.9
 HZ2234;SPC KY N     -    83,841.446   366,687.044   MT  0.99996954   -0 56 50.7
 HZ2234;SPC KY N     -   275,069.81  1,203,039.08   sFT  0.99996954   -0 56 50.7
 HZ2234;UTM  16      - 4,233,757.327   607,367.969   MT  0.99974197   +0 45 34.6
 HZ2234
 HZ2234                          SUPERSEDED SURVEY CONTROL
 HZ2234
 HZ2234  NAD 83(1986)-  38 14 43.52075(N)    085 46 22.86041(W) AD(       ) 4
 HZ2234  NAD 27      -  38 14 43.27000(N)    085 46 23.00000(W) AD(       ) 3
 HZ2234
 HZ2234.Superseded values are not recommended for survey control.
 HZ2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2234.See file dsdata.txt to determine how the superseded data were derived.
 HZ2234
 HZ2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0736833757(NAD 83)
 HZ2234_MARKER: 65 = GRAIN ELEVATOR
 HZ2234
 HZ2234  HISTORY     - Date     Condition        Report By
 HZ2234  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2234
 HZ2234                          STATION DESCRIPTION
 HZ2234
 HZ2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (CS)
 HZ2234'THE GRAIN ELEVATOR OF THE MALT HOUSE AT THE CORNER OF THIRTEENTH AND
 HZ2234'MAPLE STREETS, LOUISVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2229 ***********************************************************************
 HZ2229  DESIGNATION -  LOUISVILLE MENGLE BODY TANK
 HZ2229  PID         -  HZ2229
 HZ2229  STATE/COUNTY-  KY/JEFFERSON
 HZ2229  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2229
 HZ2229                         *CURRENT SURVEY CONTROL
 HZ2229  ___________________________________________________________________
 HZ2229* NAD 83(1993)-  38 13 01.42534(N)    085 46 05.64758(W)     ADJUSTED  
 HZ2229* NAVD 88     -                                                        
 HZ2229  ___________________________________________________________________
 HZ2229  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HZ2229  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ2229
 HZ2229  HORZ ORDER  -  THIRD
 HZ2229
 HZ2229.The horizontal coordinates were established by classical geodetic methods
 HZ2229.and adjusted by the National Geodetic Survey in December 1995..
 HZ2229
 HZ2229
 HZ2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2229
 HZ2229.The geoid height was determined by GEOID03.
 HZ2229
 HZ2229;                    North         East     Units Scale Factor Converg.
 HZ2229;SPC KY1Z     - 1,209,062.627 1,498,403.193   MT  0.99992257   -0 00 40.3
 HZ2229;SPC KY1Z     - 3,966,732.97  4,916,011.14   sFT  0.99992257   -0 00 40.3
 HZ2229;SPC KY N     -    80,687.209   367,053.460   MT  0.99997156   -0 56 40.0
 HZ2229;SPC KY N     -   264,721.28  1,204,241.23   sFT  0.99997156   -0 56 40.0
 HZ2229;UTM  16      - 4,230,616.119   607,828.066   MT  0.99974319   +0 45 43.5
 HZ2229
 HZ2229                          SUPERSEDED SURVEY CONTROL
 HZ2229
 HZ2229  NAD 83(1986)-  38 13 01.42913(N)    085 46 05.65414(W) AD(       ) 4
 HZ2229  NAD 27      -  38 13 01.17000(N)    085 46 05.77000(W) AD(       ) 3
 HZ2229
 HZ2229.Superseded values are not recommended for survey control.
 HZ2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2229.See file dsdata.txt to determine how the superseded data were derived.
 HZ2229
 HZ2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0782830616(NAD 83)
 HZ2229_MARKER: 51 = TANK
 HZ2229
 HZ2229  HISTORY     - Date     Condition        Report By
 HZ2229  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2229
 HZ2229                          STATION DESCRIPTION
 HZ2229
 HZ2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2229'TENTH AND MAGNOLIA STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2230 ***********************************************************************
 HZ2230  DESIGNATION -  LOUISVILLE MENGLE BODY S STACK
 HZ2230  PID         -  HZ2230
 HZ2230  STATE/COUNTY-  KY/JEFFERSON
 HZ2230  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2230
 HZ2230                         *CURRENT SURVEY CONTROL
 HZ2230  ___________________________________________________________________
 HZ2230* NAD 83(1993)-  38 13 02.80258(N)    085 46 03.78149(W)     ADJUSTED  
 HZ2230* NAVD 88     -                                                        
 HZ2230  ___________________________________________________________________
 HZ2230  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HZ2230  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ2230
 HZ2230  HORZ ORDER  -  THIRD
 HZ2230
 HZ2230.The horizontal coordinates were established by classical geodetic methods
 HZ2230.and adjusted by the National Geodetic Survey in December 1995..
 HZ2230
 HZ2230
 HZ2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2230
 HZ2230.The geoid height was determined by GEOID03.
 HZ2230
 HZ2230;                    North         East     Units Scale Factor Converg.
 HZ2230;SPC KY1Z     - 1,209,105.080 1,498,448.591   MT  0.99992261   -0 00 39.2
 HZ2230;SPC KY1Z     - 3,966,872.25  4,916,160.09   sFT  0.99992261   -0 00 39.2
 HZ2230;SPC KY N     -    80,728.919   367,099.547   MT  0.99997153   -0 56 38.8
 HZ2230;SPC KY N     -   264,858.13  1,204,392.43   sFT  0.99997153   -0 56 38.8
 HZ2230;UTM  16      - 4,230,659.173   607,872.879   MT  0.99974331   +0 45 44.7
 HZ2230
 HZ2230                          SUPERSEDED SURVEY CONTROL
 HZ2230
 HZ2230  NAD 83(1986)-  38 13 02.80673(N)    085 46 03.78938(W) AD(       ) 4
 HZ2230  NAD 27      -  38 13 02.55000(N)    085 46 03.92900(W) AD(       ) 3
 HZ2230
 HZ2230.Superseded values are not recommended for survey control.
 HZ2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2230.See file dsdata.txt to determine how the superseded data were derived.
 HZ2230
 HZ2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0787330659(NAD 83)
 HZ2230_MARKER: 63 = STACK
 HZ2230
 HZ2230  HISTORY     - Date     Condition        Report By
 HZ2230  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2230
 HZ2230                          STATION DESCRIPTION
 HZ2230
 HZ2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2230'LOUISVILLE, TENTH AND MAGNOLIA STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2231 ***********************************************************************
 HZ2231  DESIGNATION -  LOUISVILLE MENGLE BODY N STACK
 HZ2231  PID         -  HZ2231
 HZ2231  STATE/COUNTY-  KY/JEFFERSON
 HZ2231  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2231
 HZ2231                         *CURRENT SURVEY CONTROL
 HZ2231  ___________________________________________________________________
 HZ2231* NAD 83(1993)-  38 14 04.84853(N)    085 46 19.48187(W)     ADJUSTED  
 HZ2231* NAVD 88     -                                                        
 HZ2231  ___________________________________________________________________
 HZ2231  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 HZ2231  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ2231
 HZ2231  HORZ ORDER  -  THIRD
 HZ2231
 HZ2231.The horizontal coordinates were established by classical geodetic methods
 HZ2231.and adjusted by the National Geodetic Survey in December 1995..
 HZ2231
 HZ2231
 HZ2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2231
 HZ2231.The geoid height was determined by GEOID03.
 HZ2231
 HZ2231;                    North         East     Units Scale Factor Converg.
 HZ2231;SPC KY1Z     - 1,211,018.112 1,498,067.151   MT  0.99992444   -0 00 48.8
 HZ2231;SPC KY1Z     - 3,973,148.59  4,914,908.64   sFT  0.99992444   -0 00 48.8
 HZ2231;SPC KY N     -    82,648.001   366,749.299   MT  0.99997027   -0 56 48.6
 HZ2231;SPC KY N     -   271,154.32  1,203,243.33   sFT  0.99997027   -0 56 48.6
 HZ2231;UTM  16      - 4,232,566.537   607,465.724   MT  0.99974223   +0 45 36.0
 HZ2231
 HZ2231                          SUPERSEDED SURVEY CONTROL
 HZ2231
 HZ2231  NAD 83(1986)-  38 14 04.85260(N)    085 46 19.48955(W) AD(       ) 4
 HZ2231  NAD 27      -  38 14 04.60000(N)    085 46 19.62800(W) AD(       ) 3
 HZ2231
 HZ2231.Superseded values are not recommended for survey control.
 HZ2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2231.See file dsdata.txt to determine how the superseded data were derived.
 HZ2231
 HZ2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0746632567(NAD 83)
 HZ2231_MARKER: 63 = STACK
 HZ2231
 HZ2231  HISTORY     - Date     Condition        Report By
 HZ2231  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2231  HISTORY     - 1963     GOOD             AEROS
 HZ2231
 HZ2231                          STATION DESCRIPTION
 HZ2231
 HZ2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2231'LOUISVILLE, ELEVENTH AND BUMESIL STREETS.
 HZ2231
 HZ2231                          STATION RECOVERY (1963)
 HZ2231
 HZ2231'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2231'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2195 ***********************************************************************
 HZ2195  DESIGNATION -  LOUISVILLE MERCHANT STORAGE
 HZ2195  PID         -  HZ2195
 HZ2195  STATE/COUNTY-  KY/JEFFERSON
 HZ2195  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2195
 HZ2195                         *CURRENT SURVEY CONTROL
 HZ2195  ___________________________________________________________________
 HZ2195* NAD 83(1993)-  38 14 27.46418(N)    085 44 18.25769(W)     ADJUSTED  
 HZ2195* NAVD 88     -                                                        
 HZ2195  ___________________________________________________________________
 HZ2195  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 HZ2195  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2195
 HZ2195  HORZ ORDER  -  THIRD
 HZ2195
 HZ2195.The horizontal coordinates were established by classical geodetic methods
 HZ2195.and adjusted by the National Geodetic Survey in December 1995..
 HZ2195
 HZ2195
 HZ2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2195
 HZ2195.The geoid height was determined by GEOID03.
 HZ2195
 HZ2195;                    North         East     Units Scale Factor Converg.
 HZ2195;SPC KY1Z     - 1,211,715.216 1,501,015.008   MT  0.99992513   +0 00 25.6
 HZ2195;SPC KY1Z     - 3,975,435.67  4,924,580.07   sFT  0.99992513   +0 00 25.6
 HZ2195;SPC KY N     -    83,297.034   369,708.252   MT  0.99996984   -0 55 33.2
 HZ2195;SPC KY N     -   273,283.69  1,212,951.16   sFT  0.99996984   -0 55 33.2
 HZ2195;UTM  16      - 4,233,303.252   610,403.374   MT  0.99975011   +0 46 51.5
 HZ2195
 HZ2195                          SUPERSEDED SURVEY CONTROL
 HZ2195
 HZ2195  NAD 83(1986)-  38 14 27.46774(N)    085 44 18.26575(W) AD(       ) 4
 HZ2195  NAD 27      -  38 14 27.22000(N)    085 44 18.40100(W) AD(       ) 3
 HZ2195
 HZ2195.Superseded values are not recommended for survey control.
 HZ2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2195.See file dsdata.txt to determine how the superseded data were derived.
 HZ2195
 HZ2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1040333303(NAD 83)
 HZ2195_MARKER: 51 = TANK
 HZ2195
 HZ2195  HISTORY     - Date     Condition        Report By
 HZ2195  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2195  HISTORY     - 1963     GOOD             AEROS
 HZ2195
 HZ2195                          STATION DESCRIPTION
 HZ2195
 HZ2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2195'LOUISVILLE, LOGAN AND LAMPTON STREETS.
 HZ2195
 HZ2195                          STATION RECOVERY (1963)
 HZ2195
 HZ2195'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2195'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2208 ***********************************************************************
 HZ2208  DESIGNATION -  LOUISVILLE MILLING CO TANK
 HZ2208  PID         -  HZ2208
 HZ2208  STATE/COUNTY-  KY/JEFFERSON
 HZ2208  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2208
 HZ2208                         *CURRENT SURVEY CONTROL
 HZ2208  ___________________________________________________________________
 HZ2208* NAD 83(1993)-  38 12 44.45182(N)    085 45 21.10421(W)     ADJUSTED  
 HZ2208* NAVD 88     -                                                        
 HZ2208  ___________________________________________________________________
 HZ2208  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 HZ2208  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ2208
 HZ2208  HORZ ORDER  -  THIRD
 HZ2208
 HZ2208.The horizontal coordinates were established by classical geodetic methods
 HZ2208.and adjusted by the National Geodetic Survey in December 1995..
 HZ2208
 HZ2208
 HZ2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2208
 HZ2208.The geoid height was determined by GEOID03.
 HZ2208
 HZ2208;                    North         East     Units Scale Factor Converg.
 HZ2208;SPC KY1Z     - 1,208,539.175 1,499,486.630   MT  0.99992208   -0 00 13.0
 HZ2208;SPC KY1Z     - 3,965,015.61  4,919,565.72   sFT  0.99992208   -0 00 13.0
 HZ2208;SPC KY N     -    80,146.154   368,128.281   MT  0.99997192   -0 56 12.3
 HZ2208;SPC KY N     -   262,946.17  1,207,767.54   sFT  0.99997192   -0 56 12.3
 HZ2208;SPC IN E     -   329,067.279    92,188.633   MT  0.99996742   -0 03 18.6
 HZ2208;SPC IN E     - 1,079,614.90    302,455.54   sFT  0.99996742   -0 03 18.6
 HZ2208;UTM  16      - 4,230,107.427   608,918.275   MT  0.99974610   +0 46 10.8
 HZ2208
 HZ2208                          SUPERSEDED SURVEY CONTROL
 HZ2208
 HZ2208  NAD 83(1986)-  38 12 44.45589(N)    085 45 21.11208(W) AD(       ) 4
 HZ2208  NAD 27      -  38 12 44.20100(N)    085 45 21.26100(W) AD(       ) 3
 HZ2208
 HZ2208.Superseded values are not recommended for survey control.
 HZ2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2208.See file dsdata.txt to determine how the superseded data were derived.
 HZ2208
 HZ2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0891830107(NAD 83)
 HZ2208_MARKER: 51 = TANK
 HZ2208
 HZ2208  HISTORY     - Date     Condition        Report By
 HZ2208  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2208
 HZ2208                          STATION DESCRIPTION
 HZ2208
 HZ2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2208'FLOYD STREET AND EASTERN PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE5159 ***********************************************************************
 DE5159  CBN         -  This is a Cooperative Base Network Control Station.
 DE5159  DESIGNATION -  LOUISVILLE MOORE
 DE5159  PID         -  DE5159
 DE5159  STATE/COUNTY-  KY/JEFFERSON
 DE5159  USGS QUAD   -  ANCHORAGE (1987)
 DE5159
 DE5159                         *CURRENT SURVEY CONTROL
 DE5159  ___________________________________________________________________
 DE5159* NAD 83(1993)-  38 20 40.02874(N)    085 31 44.16234(W)     ADJUSTED  
 DE5159* NAVD 88     -       213.6    (meters)     701.     (feet)  GPS OBS   
 DE5159  ___________________________________________________________________
 DE5159  X           -     390,475.245 (meters)                     COMP
 DE5159  Y           -  -4,993,697.894 (meters)                     COMP
 DE5159  Z           -   3,935,613.741 (meters)                     COMP
 DE5159  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 DE5159  ELLIP HEIGHT-         180.22  (meters)          (11/03/04) GPS OBS
 DE5159  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 DE5159
 DE5159  HORZ ORDER  -  A
 DE5159  ELLP ORDER  -  THIRD     CLASS I
 DE5159
 DE5159.The horizontal coordinates were established by GPS observations
 DE5159.and adjusted by the National Geodetic Survey in November 2004..
 DE5159
 DE5159.The orthometric height was determined by GPS observations and a
 DE5159.high-resolution geoid model.
 DE5159
 DE5159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5159
 DE5159.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5159
 DE5159.The ellipsoidal height was determined by GPS observations
 DE5159.and is referenced to NAD 83.
 DE5159
 DE5159.The geoid height was determined by GEOID03.
 DE5159
 DE5159;                    North         East     Units Scale Factor Converg.
 DE5159;SPC KY1Z     - 1,223,224.870 1,519,324.389   MT  0.99993823   +0 08 08.6
 DE5159;SPC KY1Z     - 4,013,196.93  4,984,650.10   sFT  0.99993823   +0 08 08.6
 DE5159;SPC KY N     -    94,507.695   388,203.110   MT  0.99996437   -0 47 44.1
 DE5159;SPC KY N     -   310,064.00  1,273,629.70   sFT  0.99996437   -0 47 44.1
 DE5159;UTM  16      - 4,245,057.801   628,552.504   MT  0.99980352   +0 54 45.9
 DE5159
 DE5159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5159!SPC KY1Z     -   0.99997172  x   0.99993823  =   0.99990995
 DE5159!SPC KY N     -   0.99997172  x   0.99996437  =   0.99993609
 DE5159!UTM  16      -   0.99997172  x   0.99980352  =   0.99977525
 DE5159
 DE5159                          SUPERSEDED SURVEY CONTROL
 DE5159
 DE5159.No superseded survey control is available for this station.
 DE5159
 DE5159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2855345058(NAD 83)
 DE5159_MARKER: DD = SURVEY DISK
 DE5159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5159_STAMPING: LOUISVILLE MOORE
 DE5159_MARK LOGO: KYDT  
 DE5159_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5159+STABILITY: SURFACE MOTION
 DE5159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5159+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DE5159
 DE5159  HISTORY     - Date     Condition        Report By
 DE5159  HISTORY     - 1981     MONUMENTED       KYDT
 DE5159  HISTORY     - 20021112 GOOD             NGS
 DE5159
 DE5159                          STATION DESCRIPTION
 DE5159
 DE5159'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981 (DW)
 DE5159'ANOTHER ALIAS IS DOD 5656-1. STATION IS AT THE WALTER LEE MOORE
 DE5159'OBSERVATORY OF THE UNIVERSITY OF LOUISVILLE IN OLDHAM COUNTY.  STATION
 DE5159'IS ABOUT 1.9 MI (3.1 KM) WEST OF BROWNSBORO, KENTUCKY, 3.4 MI (5.5 KM)
 DE5159'NORTHWEST OF CRESTWOOD, KENTUCKY, AND 14.3 MI (23.0 KM) EAST-NORTHEAST
 DE5159'OF UNITED STATES COURTHOUSE IN LOUISVILLE, KENTUCKY.  TO ACCESS FROM
 DE5159'INTERCHANGE 14 OF INTERSTATE 71 (EAST OF I-265) , GO NORTH ON KY ROUTE
 DE5159'329.  GO 0.88 MI (1.42 KM) AND TURN SOUTHWEST ONTO OLD ZARING ROAD
 DE5159'(MOBIL STATION ON THE RIGHT) .  GO 0.2 MI (0.3 KM) AND CONTINUE
 DE5159'STRAIGHT ON GRAVEL ROAD.  GO 1.2 MI (1.9 KM) TO GATE.  CONTINUE 0.9 MI
 DE5159'(1.4 KM) TO OBSERVATORY.  STATION IS BETWEEN PARKING LOT AND MAIN
 DE5159'BUILDING.  IT IS 11.1 M (36.4 FT) SOUTHEAST OF SOUTHWEST CORNER AND
 DE5159'14.3 M (46.9 FT) SOUTHWEST OF SOUTHEAST CORNER OF MAIN BUILDING AND
 DE5159'13.6 M (44.6 FT) WEST OF WEST POST OF FACILITY SIGN.  STATION IS ON
 DE5159'CONCRETE MONUMENT WITH SURVEY DISK.  MONUMENT POST WAS DISTURBED
 DE5159'DURING BUILDING CONSTRUCTION, AFTER LEVELLING AND BEFORE GRAVITY
 DE5159'SURVEYING. KEY TO GATE AVAILABLE FROM UNIVERSITY OF LOUISVILLE PHYSICS
 DE5159'DEPARTMENT.
 DE5159
 DE5159                          STATION RECOVERY (2002)
 DE5159
 DE5159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 DE5159'LOCATED IN JEFFERSON CO., 37.1 MILES WNW OF FRANKFORT, 13.5 MILES NE
 DE5159'OF LOUISVILLE, 9.2  MILES SW OF LA GRANGE, AT THE MOORE OBSERVATORY,
 DE5159'UNIVERSITY OF LOUISVILLE     STATION IS AT THE MOORE OBSERVATORY,
 DE5159'OWNED BY THE UNIVERSITY OF LOUISVILLE.  GATE TO  FACILITY IS LOCKED.
 DE5159'NOT OPEN TO THE GENERAL PUBLIC.  FOR SPECIAL SURVEYS CONTACT
 DE5159'OBSERVATORY DIRECTOR AT (502) 852-5990 TO OBTAIN KEY.     TO REACH
 DE5159'FROM THE JUNCTION OF I-71 AND KY 329 (EXIT 14), GO NW 0.8 MILE ON KY
 DE5159'329 TO JUNCTION  OF KY 329 WITH OLD ZARING RD, TURN LEFT AND GO SW 0.2
 DE5159'MILES ON OLD ZARING RD TO WHERE  PAVEMENT CHANGES TO GRAVEL, CONTINUE
 DE5159'SW ON OLD ZARING RD 1.0 MILE TO A PRIVATE DRIVE ON  THE LEFT, CONTINUE
 DE5159'SW ON OLD ZARING RD 0.05 MILE TO A LOCKED GATE, PASS THROUGH GATE  AND
 DE5159'CONTINUE ON OLD ZARING RD 1.0 MILE TO THE OBSERVATORY AND STATION.
 DE5159'STATION IS A COMMONWEALTH OF KENTUCKY MARKER SET IN A POURED CONCRETE
 DE5159'POST FLUSH  WITH GROUND, 14.4 M SW FROM SE CORNER OF BLOCK BUILDING,
 DE5159'13.6 M W FROM THE WEST LEG OF  RED METAL OBSERVATORY SIGN, 13.4 M NE
 DE5159'FROM SET R/R SPIKE IN E FACE OF 8 INCH SYCAMORE  TREE AT SE SIDE OF
 DE5159'SMALL POND, 11.2 M SE FROM SW CORNER OF BLOCK BUILDING, AND 6.1 M E OF
 DE5159'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2216 ***********************************************************************
 HZ2216  DESIGNATION -  LOUISVILLE N BASE 2
 HZ2216  PID         -  HZ2216
 HZ2216  STATE/COUNTY-  KY/JEFFERSON
 HZ2216  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2216
 HZ2216                         *CURRENT SURVEY CONTROL
 HZ2216  ___________________________________________________________________
 HZ2216* NAD 83(1993)-  38 13 23.45569(N)    085 49 50.46041(W)     ADJUSTED  
 HZ2216* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 HZ2216  ___________________________________________________________________
 HZ2216  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 HZ2216  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ2216
 HZ2216  HORZ ORDER  -  THIRD
 HZ2216
 HZ2216.The horizontal coordinates were established by classical geodetic methods
 HZ2216.and adjusted by the National Geodetic Survey in December 1995..
 HZ2216.No horizontal observational check was made to the station.
 HZ2216
 HZ2216.The orthometric height was scaled from a topographic map.
 HZ2216
 HZ2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2216
 HZ2216.The geoid height was determined by GEOID03.
 HZ2216
 HZ2216;                    North         East     Units Scale Factor Converg.
 HZ2216;SPC KY1Z     - 1,209,744.745 1,492,935.449   MT  0.99992321   -0 02 58.3
 HZ2216;SPC KY1Z     - 3,968,970.88  4,898,072.39   sFT  0.99992321   -0 02 58.3
 HZ2216;SPC KY N     -    81,458.355   361,597.291   MT  0.99997110   -0 58 59.8
 HZ2216;SPC KY N     -   267,251.29  1,186,340.45   sFT  0.99997110   -0 58 59.8
 HZ2216;SPC IN E     -   330,278.822    85,638.245   MT  0.99996921   -0 06 05.3
 HZ2216;SPC IN E     - 1,083,589.77    280,964.81   sFT  0.99996921   -0 06 05.3
 HZ2216;UTM  16      - 4,231,224.279   602,352.638   MT  0.99972902   +0 43 24.8
 HZ2216
 HZ2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2216!SPC KY1Z     -   0.99998390  x   0.99992321  =   0.99990711
 HZ2216!SPC KY N     -   0.99998390  x   0.99997110  =   0.99995500
 HZ2216!SPC IN E     -   0.99998390  x   0.99996921  =   0.99995311
 HZ2216!UTM  16      -   0.99998390  x   0.99972902  =   0.99971292
 HZ2216
 HZ2216|---------------------------------------------------------------------|
 HZ2216| PID    Reference Object                     Distance      Geod. Az  |
 HZ2216|                                                           dddmmss.s |
 HZ2216| HZ2217 LOUISVILLE N BASE RESET             192.127 METERS 02451     |
 HZ2216| CG8846 LOUISVILLE N BASE 2 AZ MK                          0884146.4 |
 HZ2216| CG8849 LOUISVILLE N BASE 2 RM 3              5.677 METERS 18926     |
 HZ2216| CG8850 LOUISVILLE N BASE 2 RM 4             22.708 METERS 29159     |
 HZ2216|---------------------------------------------------------------------|
 HZ2216
 HZ2216                          SUPERSEDED SURVEY CONTROL
 HZ2216
 HZ2216  NAD 83(1986)-  38 13 23.46012(N)    085 49 50.46862(W) AD(       ) 3
 HZ2216  NAD 27      -  38 13 23.20400(N)    085 49 50.60000(W) AD(       ) 3
 HZ2216
 HZ2216.Superseded values are not recommended for survey control.
 HZ2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2216.See file dsdata.txt to determine how the superseded data were derived.
 HZ2216
 HZ2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0235331224(NAD 83)
 HZ2216_MARKER: DS = TRIANGULATION STATION DISK
 HZ2216_SETTING: 0 = UNSPECIFIED SETTING
 HZ2216_STAMPING: LOUISVILLE NORTH BASE 2 1952
 HZ2216_MARK LOGO: CGS   
 HZ2216
 HZ2216  HISTORY     - Date     Condition        Report By
 HZ2216  HISTORY     - 1952     MONUMENTED       CGS
 HZ2216  HISTORY     - 1963     GOOD             AEROS
 HZ2216
 HZ2216                          STATION DESCRIPTION
 HZ2216
 HZ2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HZ2216'STATION IS LOCATED IN THE SW SECTION OF LOUISVILLE, ABOUT 1/2 MILE E
 HZ2216'OF THE OHIO RIVER, NEAR THE NW CORNER OF THE B.F. GOODRICH CO.
 HZ2216'GEON PLANT. IT IS ABOUT 0.15 MILE W OF THE MAIN ENTRANCE TO THE
 HZ2216'PLANT, 49 FEET S OF THE CENTER OF BELLS LANE, 15 FEET NW OF A
 HZ2216'LONE 12-INCH ELM TREE, AND 2.6 FEET NE OF THE NE CORNER OF A DRIVEN
 HZ2216'WELL PUMPING STATION ENCLOSURE. THE MARK IS A STANDARD DISK,
 HZ2216'STAMPED---LOUISVILLE NORTH BASE 2 1952---SET IN CONCRETE ABOUT
 HZ2216'2 INCHES BELOW THE SURFACE OF THE GROUND.
 HZ2216'
 HZ2216'REFERENCE MARK 3 IS 1 FOOT E OF THE SE CORNER OF THE PUMPING STATION,
 HZ2216'AND 7 FEET SW OF THE LONE ELM TREE. THE MARK IS A STANDARD DISK,
 HZ2216'STAMPED---LOUISVILLE NORTH BASE 2 NO 3 1952---SET IN CONCRETE
 HZ2216'AND IS FLUSH WITH THE GROUND.
 HZ2216'
 HZ2216'REFERENCE MARK 4 IS 1 FOOT N OF THE N FENCE OF AN ELECTRIC
 HZ2216'SUB-STATION ENCLOSURE BUILDING NO. 22, B.F. GOODRICH CO., 25 FEET
 HZ2216'S OF THE CENTER OF BELLS LANE, AND 6 FEET E OF A WHITE WITNESS POST.
 HZ2216'THE MARK IS A STANDARD DISK, STAMPED---LOUISVILLE NORTH BASE 2
 HZ2216'NO 4 1952---SET IN CONCRETE AND IS FLUSH WITH THE GROUND.
 HZ2216'
 HZ2216'AZIMUTH MARK IS ABOUT 0.1 MILE E OF THE MAIN ENTRANCE TO THE B.F.
 HZ2216'GOODRICH PLANT, 300 FEET W OF A SPUR RAILROAD CROSSING OF
 HZ2216'BELLS LANE, 28 FEET N OF THE CENTER OF BELLS LANE, 19 FEET NE OF A
 HZ2216'TELEPHONE POLE, 2 FEET SW OF A WHITE WITNESS POST, AND 1 FOOT S
 HZ2216'OF A FENCE CORNER. THE MARK IS A STANDARD DISK, STAMPED---LOUISVILLE
 HZ2216'NORTH BASE 2 1952---SET IN CONCRETE AND PROJECTS ABOUT 3 INCHES.
 HZ2216'
 HZ2216'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON BELLS LANE FOR
 HZ2216'0.25 MILE TO THE MARK ON THE LEFT, N SIDE OF ROAD AS DESCRIBED.
 HZ2216'
 HZ2216'NOTE - A STEEL TOWER CANNOT BE BUILT OVER THIS STATION. IT WAS
 HZ2216'LOCATED AT A SPOT DESIGNATED BY THE B.F. GOODRICH CO.  PLANT
 HZ2216'ENGINEER SO AS TO BE PRESERVED IN EVENT OF FUTURE CONSTRUCTION. NO
 HZ2216'OTHER PLACE IN THE NEAR VICINITY WAS SUITABLE.
 HZ2216'
 HZ2216'HEIGHT OF LIGHT 1 METER.
 HZ2216
 HZ2216                          STATION RECOVERY (1963)
 HZ2216
 HZ2216'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2216'STATION WITH ALL MARKS FOUND AS DESCRIBED. DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2217 ***********************************************************************
 HZ2217  DESIGNATION -  LOUISVILLE N BASE RESET
 HZ2217  PID         -  HZ2217
 HZ2217  STATE/COUNTY-  KY/JEFFERSON
 HZ2217  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2217
 HZ2217                         *CURRENT SURVEY CONTROL
 HZ2217  ___________________________________________________________________
 HZ2217* NAD 83(1993)-  38 13 29.11005(N)    085 49 47.14146(W)     ADJUSTED  
 HZ2217* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 HZ2217  ___________________________________________________________________
 HZ2217  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 HZ2217  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ2217
 HZ2217  HORZ ORDER  -  FIRST
 HZ2217
 HZ2217.The horizontal coordinates were established by classical geodetic methods
 HZ2217.and adjusted by the National Geodetic Survey in December 1995..
 HZ2217
 HZ2217.The orthometric height was scaled from a topographic map.
 HZ2217
 HZ2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2217
 HZ2217.The geoid height was determined by GEOID03.
 HZ2217
 HZ2217;                    North         East     Units Scale Factor Converg.
 HZ2217;SPC KY1Z     - 1,209,919.007 1,493,016.321   MT  0.99992337   -0 02 56.3
 HZ2217;SPC KY1Z     - 3,969,542.61  4,898,337.71   sFT  0.99992337   -0 02 56.3
 HZ2217;SPC KY N     -    81,631.283   361,680.996   MT  0.99997099   -0 58 57.8
 HZ2217;SPC KY N     -   267,818.63  1,186,615.07   sFT  0.99997099   -0 58 57.8
 HZ2217;SPC IN E     -   330,453.018    85,719.279   MT  0.99996918   -0 06 03.3
 HZ2217;SPC IN E     - 1,084,161.28    281,230.67   sFT  0.99996918   -0 06 03.3
 HZ2217;UTM  16      - 4,231,399.581   602,431.136   MT  0.99972922   +0 43 26.9
 HZ2217
 HZ2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2217!SPC KY1Z     -   0.99998406  x   0.99992337  =   0.99990743
 HZ2217!SPC KY N     -   0.99998406  x   0.99997099  =   0.99995505
 HZ2217!SPC IN E     -   0.99998406  x   0.99996918  =   0.99995324
 HZ2217!UTM  16      -   0.99998406  x   0.99972922  =   0.99971328
 HZ2217
 HZ2217|---------------------------------------------------------------------|
 HZ2217| PID    Reference Object                     Distance      Geod. Az  |
 HZ2217|                                                           dddmmss.s |
 HZ2217| CG8847 LOUISVILLE N BASE RM 1               28.740 METERS 05523     |
 HZ2217| HZ2284 LOUISVILLE ST PAULS CHURCH          APPROX. 6.7 KM 0632604.0 |
 HZ2217| HZ2280 LOUISVILLE COURIER OFFICE POLE      APPROX. 7.1 KM 0634912.7 |
 HZ2217| HZ2273 LOUISVILLE CH OF THE ASSUM          APPROX. 6.9 KM 0640425.8 |
 HZ2217| HZ2279 LOUISVILLE BAPTIST CHURCH           APPROX. 7.0 KM 0645236.5 |
 HZ2217| HZ2232 COX RESET                           APPROX. 9.1 KM 1460547.6 |
 HZ2217| CG8848 LOUISVILLE N BASE RM 2               39.563 METERS 16808     |
 HZ2217| HZ2216 LOUISVILLE N BASE 2                 192.127 METERS 20451     |
 HZ2217| CG8846 LOUISVILLE N BASE 2 AZ MK                          2722054.1 |
 HZ2217|---------------------------------------------------------------------|
 HZ2217
 HZ2217                          SUPERSEDED SURVEY CONTROL
 HZ2217
 HZ2217  NAD 83(1986)-  38 13 29.11444(N)    085 49 47.14969(W) AD(       ) 1
 HZ2217  NAD 27      -  38 13 28.85800(N)    085 49 47.28100(W) AD(       ) 1
 HZ2217
 HZ2217.Superseded values are not recommended for survey control.
 HZ2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2217.See file dsdata.txt to determine how the superseded data were derived.
 HZ2217
 HZ2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0243131400(NAD 83)
 HZ2217_MARKER: DS = TRIANGULATION STATION DISK
 HZ2217_SETTING: 0 = UNSPECIFIED SETTING
 HZ2217_MARK LOGO: CGS   
 HZ2217
 HZ2217  HISTORY     - Date     Condition        Report By
 HZ2217  HISTORY     - 1933     MONUMENTED       CGS
 HZ2217  HISTORY     - 1952     POOR             CGS
 HZ2217
 HZ2217                          STATION DESCRIPTION
 HZ2217
 HZ2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2217'A NEW DESCRIPTION FOLLOWS - STATION IS JUST OUTSIDE OF THE SOUTHWEST
 HZ2217'CITY LIMITS OF LOUISVILLE, 3/4 MILE SOUTH OF THE SOUTH LIMITS OF
 HZ2217'THE FAIR GROUNDS, 1/2 MILE EAST OF THE STANDARD OIL CO. REFINERY,
 HZ2217'NEAR THE SOUTHEAST CORNER OF A SMALL GOLF COURSE, AND 156
 HZ2217'FEET NORTH OF STANSBURY AVENUE, IT IS THE FIRST EAST-WEST STREET
 HZ2217'NORTH OF BELLS LANE, MARKED BY A 10-INCH SQUARE STONE POST
 HZ2217'WITH A STANDARD DISK SET IN THE CENTER OF THE TOP, AND THE FOLLOWING
 HZ2217'INSCRIPTION CUT IN THE SOUTH FACE,  U.S.C.AND G.S. N. BASE
 HZ2217'1879. IT PROJECTS 10 INCHES. THE UNDERGROUND MARK IS A
 HZ2217'EARTHENWARE PYRAMID WITH EDGES ABOUT 4 INCHES LONG AND WITH THE
 HZ2217'LETTERS U.S.C.S. CUT IN THE FOUR FACES.
 HZ2217'
 HZ2217'REFERENCE MARK NO. 1 1933, IS EAST-NORTHEAST OF THE STATION,
 HZ2217'3 FEET EAST OF A TELEPHONE POLE, AND PROJECTS 4 INCHES.
 HZ2217'REFERENCE MARK NO. 2 1933, IS SOUTH OF THE STATION, AT THE
 HZ2217'SOUTHEAST CORNER OF THE GOLF COURSE, 26 FEET NORTH OF STANSBURY
 HZ2217'AVENUE, AND PROJECTS 1 INCH.
 HZ2217'
 HZ2217'ALL OLD REFERENCE MARKS HAVE BEEN DESTROYED.
 HZ2217'
 HZ2217'AZIMUTH MARK 1933, IS WEST OF THE STATION, 1,000 FEET
 HZ2217'SOUTHEAST OF THE SOUTHEAST STORAGE TANK AT THE REFINERY,
 HZ2217'40 FEET NORTH OF A PINK STUCCO BUNGALOW, 75 FEET WEST OF THE END OF
 HZ2217'CALNON COURT, AND IS FLUSH WITH THE GROUND.
 HZ2217'
 HZ2217'A 77-FOOT TOWER REQUIRED.
 HZ2217
 HZ2217                          STATION RECOVERY (1952)
 HZ2217
 HZ2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HZ2217'STATION WAS RECOVERED WITH THE AID OF LOCAL ENGINEERS. THE SURFACE
 HZ2217'STATION MARK HAD BEEN BROKEN OFF, ABOUT 2 FEET FROM THE TOP,
 HZ2217'AND MOVED ABOUT 10 FEET BY A BULLDOZER. THE UNDERGROUND MARK WAS
 HZ2217'RECOVERED IN GOOD CONDITION, HOWEVER, IT WAS A STANDARD DISK SET
 HZ2217'IN CONCRETE RATHER THAN THE MARK AS DESCRIBED IN THE 1933 RECOVERY.
 HZ2217'THE AZIMUTH MARK WAS NOT RECOVERED DUE TO EXTENSIVE GRADING AND
 HZ2217'CONSTRUCTION IN THAT VICINITY AND WAS CONSIDERED DESTROYED. REFERENCE
 HZ2217'MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION. THE DISTANCE
 HZ2217'TO R.M. 1 FAILED TO CHECK. DIRECTIONS TO THE REFERENCE MARKS
 HZ2217'WERE CHECKED AND FOUND TO BE CORRECT.
 HZ2217'
 HZ2217'THE AREA SURROUNDING THIS STATION WILL BE GRADED TO A DEPTH OF ABOUT
 HZ2217'10 FEET AND FLOODED WITH CHEMICAL WASTE. A NEW STATION
 HZ2217'LOUISVILLE NORTH BASE 2 1952 WAS ESTABLISHED BY THIS PARTY AND
 HZ2217'LOUISVILLE NORTH BASE 1879 1933 AND REFERENCE MARKS 1 AND 2
 HZ2217'DESTROYED AFTER OBSERVING ON THEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2196 ***********************************************************************
 HZ2196  DESIGNATION -  LOUISVILLE PWRHSE LARGER STACK
 HZ2196  PID         -  HZ2196
 HZ2196  STATE/COUNTY-  KY/JEFFERSON
 HZ2196  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2196
 HZ2196                         *CURRENT SURVEY CONTROL
 HZ2196  ___________________________________________________________________
 HZ2196* NAD 83(1993)-  38 14 33.94481(N)    085 44 17.30913(W)     ADJUSTED  
 HZ2196* NAVD 88     -                                                        
 HZ2196  ___________________________________________________________________
 HZ2196  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 HZ2196  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2196
 HZ2196  HORZ ORDER  -  THIRD
 HZ2196
 HZ2196.The horizontal coordinates were established by classical geodetic methods
 HZ2196.and adjusted by the National Geodetic Survey in December 1995..
 HZ2196
 HZ2196
 HZ2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2196
 HZ2196.The geoid height was determined by GEOID03.
 HZ2196
 HZ2196;                    North         East     Units Scale Factor Converg.
 HZ2196;SPC KY1Z     - 1,211,915.025 1,501,038.047   MT  0.99992533   +0 00 26.2
 HZ2196;SPC KY1Z     - 3,976,091.21  4,924,655.66   sFT  0.99992533   +0 00 26.2
 HZ2196;SPC KY N     -    83,496.450   369,734.543   MT  0.99996972   -0 55 32.6
 HZ2196;SPC KY N     -   273,937.94  1,213,037.41   sFT  0.99996972   -0 55 32.6
 HZ2196;UTM  16      - 4,233,503.319   610,423.709   MT  0.99975017   +0 46 52.2
 HZ2196
 HZ2196                          SUPERSEDED SURVEY CONTROL
 HZ2196
 HZ2196  NAD 83(1986)-  38 14 33.94834(N)    085 44 17.31724(W) AD(       ) 4
 HZ2196  NAD 27      -  38 14 33.71000(N)    085 44 17.44000(W) AD(       ) 3
 HZ2196
 HZ2196.Superseded values are not recommended for survey control.
 HZ2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2196.See file dsdata.txt to determine how the superseded data were derived.
 HZ2196
 HZ2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1042433503(NAD 83)
 HZ2196_MARKER: 63 = STACK
 HZ2196
 HZ2196  HISTORY     - Date     Condition        Report By
 HZ2196  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2196
 HZ2196                          STATION DESCRIPTION
 HZ2196
 HZ2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2196'LOUISVILLE, CAMPBELL ST. POWER HOUSE, LOUISVILLE RAILWAY CO., LARGER
 HZ2196'STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2197 ***********************************************************************
 HZ2197  DESIGNATION -  LOUISVILLE PWRHSE SMALLER STK
 HZ2197  PID         -  HZ2197
 HZ2197  STATE/COUNTY-  KY/JEFFERSON
 HZ2197  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2197
 HZ2197                         *CURRENT SURVEY CONTROL
 HZ2197  ___________________________________________________________________
 HZ2197* NAD 83(1993)-  38 14 33.82358(N)    085 44 15.43457(W)     ADJUSTED  
 HZ2197* NAVD 88     -                                                        
 HZ2197  ___________________________________________________________________
 HZ2197  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 HZ2197  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2197
 HZ2197  HORZ ORDER  -  THIRD
 HZ2197
 HZ2197.The horizontal coordinates were established by classical geodetic methods
 HZ2197.and adjusted by the National Geodetic Survey in December 1995..
 HZ2197
 HZ2197
 HZ2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2197
 HZ2197.The geoid height was determined by GEOID03.
 HZ2197
 HZ2197;                    North         East     Units Scale Factor Converg.
 HZ2197;SPC KY1Z     - 1,211,911.293 1,501,083.629   MT  0.99992532   +0 00 27.4
 HZ2197;SPC KY1Z     - 3,976,078.97  4,924,805.21   sFT  0.99992532   +0 00 27.4
 HZ2197;SPC KY N     -    83,491.977   369,780.060   MT  0.99996972   -0 55 31.4
 HZ2197;SPC KY N     -   273,923.26  1,213,186.75   sFT  0.99996972   -0 55 31.4
 HZ2197;UTM  16      - 4,233,500.204   610,469.329   MT  0.99975029   +0 46 53.3
 HZ2197
 HZ2197                          SUPERSEDED SURVEY CONTROL
 HZ2197
 HZ2197  NAD 83(1986)-  38 14 33.82708(N)    085 44 15.44271(W) AD(       ) 4
 HZ2197  NAD 27      -  38 14 33.59000(N)    085 44 15.57000(W) AD(       ) 3
 HZ2197
 HZ2197.Superseded values are not recommended for survey control.
 HZ2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2197.See file dsdata.txt to determine how the superseded data were derived.
 HZ2197
 HZ2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1046933500(NAD 83)
 HZ2197_MARKER: 63 = STACK
 HZ2197
 HZ2197  HISTORY     - Date     Condition        Report By
 HZ2197  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2197
 HZ2197                          STATION DESCRIPTION
 HZ2197
 HZ2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2197'LOUISVILLE, CAMPBELL ST. POWER HOUSE, LOUISVILLE RAILWAY CO., SMALLER
 HZ2197'STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2202 ***********************************************************************
 HZ2202  DESIGNATION -  LOUISVILLE ROBINSON CH SPIRE
 HZ2202  PID         -  HZ2202
 HZ2202  STATE/COUNTY-  KY/JEFFERSON
 HZ2202  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2202
 HZ2202                         *CURRENT SURVEY CONTROL
 HZ2202  ___________________________________________________________________
 HZ2202* NAD 83(1993)-  38 14 44.02051(N)    085 45 17.64120(W)     ADJUSTED  
 HZ2202* NAVD 88     -                                                        
 HZ2202  ___________________________________________________________________
 HZ2202  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 HZ2202  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2202
 HZ2202  HORZ ORDER  -  THIRD
 HZ2202
 HZ2202.The horizontal coordinates were established by classical geodetic methods
 HZ2202.and adjusted by the National Geodetic Survey in December 1995..
 HZ2202
 HZ2202
 HZ2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2202
 HZ2202.The geoid height was determined by GEOID03.
 HZ2202
 HZ2202;                    North         East     Units Scale Factor Converg.
 HZ2202;SPC KY1Z     - 1,212,225.618 1,499,571.063   MT  0.99992564   -0 00 10.8
 HZ2202;SPC KY1Z     - 3,977,110.22  4,919,842.73   sFT  0.99992564   -0 00 10.8
 HZ2202;SPC KY N     -    83,830.906   368,272.746   MT  0.99996953   -0 56 10.1
 HZ2202;SPC KY N     -   275,035.23  1,208,241.50   sFT  0.99996953   -0 56 10.1
 HZ2202;UTM  16      - 4,233,794.019   608,952.924   MT  0.99974619   +0 46 15.0
 HZ2202
 HZ2202                          SUPERSEDED SURVEY CONTROL
 HZ2202
 HZ2202  NAD 83(1986)-  38 14 44.02422(N)    085 45 17.64893(W) AD(       ) 4
 HZ2202  NAD 27      -  38 14 43.77000(N)    085 45 17.79000(W) AD(       ) 3
 HZ2202
 HZ2202.Superseded values are not recommended for survey control.
 HZ2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2202.See file dsdata.txt to determine how the superseded data were derived.
 HZ2202
 HZ2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0895333794(NAD 83)
 HZ2202_MARKER: 90 = CHURCH SPIRE
 HZ2202
 HZ2202  HISTORY     - Date     Condition        Report By
 HZ2202  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2202
 HZ2202                          STATION DESCRIPTION
 HZ2202
 HZ2202'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1404 ***********************************************************************
 HZ1404  DESIGNATION -  LOUISVILLE S BASE 2
 HZ1404  PID         -  HZ1404
 HZ1404  STATE/COUNTY-  KY/JEFFERSON
 HZ1404  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1404
 HZ1404                         *CURRENT SURVEY CONTROL
 HZ1404  ___________________________________________________________________
 HZ1404* NAD 83(1986)-  38 09 03.     (N)    085 49 58.     (W)     SCALED    
 HZ1404* NAVD 88     -       142.797  (meters)     468.49   (feet)  ADJUSTED  
 HZ1404  ___________________________________________________________________
 HZ1404  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HZ1404  DYNAMIC HT  -         142.700 (meters)     468.17  (feet)  COMP
 HZ1404  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 HZ1404
 HZ1404  VERT ORDER  -  FIRST     CLASS II
 HZ1404
 HZ1404.The horizontal coordinates were scaled from a topographic map and have
 HZ1404.an estimated accuracy of +/- 6 seconds.
 HZ1404
 HZ1404.The orthometric height was determined by differential leveling
 HZ1404.and adjusted by the National Geodetic Survey in June 1991..
 HZ1404.WARNING-Repeat measurements at this control monument indicate possible
 HZ1404.vertical movement.
 HZ1404
 HZ1404.The geoid height was determined by GEOID03.
 HZ1404
 HZ1404.The dynamic height is computed by dividing the NAVD 88
 HZ1404.geopotential number by the normal gravity value computed on the
 HZ1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1404.degrees latitude (g = 980.6199 gals.).
 HZ1404
 HZ1404.The modeled gravity was interpolated from observed gravity values.
 HZ1404
 HZ1404;                    North         East    Units  Estimated Accuracy
 HZ1404;SPC KY1Z     - 1,201,720.    1,492,750.      MT  (+/- 180 meters Scaled)
 HZ1404
 HZ1404                          SUPERSEDED SURVEY CONTROL
 HZ1404
 HZ1404  NGVD 29 (??/??/92)  142.942  (m)          468.97   (f) ADJ UNCH    1 2
 HZ1404
 HZ1404.Superseded values are not recommended for survey control.
 HZ1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1404.See file dsdata.txt to determine how the superseded data were derived.
 HZ1404
 HZ1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH022231(NAD 83)
 HZ1404_MARKER: DS = TRIANGULATION STATION DISK
 HZ1404_SETTING: 0 = UNSPECIFIED SETTING
 HZ1404_STAMPING: LOUISVILLE SOUTH BASE 1933 2
 HZ1404_MARK LOGO: CGS   
 HZ1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1404
 HZ1404  HISTORY     - Date     Condition        Report By
 HZ1404  HISTORY     - 1933     MONUMENTED       CGS
 HZ1404  HISTORY     - 1953     GOOD             NGS
 HZ1404
 HZ1404                          STATION DESCRIPTION
 HZ1404
 HZ1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HZ1404'8.6 MI S FROM LOUISVILLE.
 HZ1404'ABOUT 8.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HZ1404'THE STATION AT LOUISVILLE, ABOUT 8.8 MILES NORTHEAST OF THE
 HZ1404'STATION AT KOSMOSDALE, ABOUT 0.1 MILE NORTH OF A ROAD CROSSING,
 HZ1404'43 FEET EAST OF EAST RAIL, 150 FEET WEST-NORTHWEST OF NORTHWEST
 HZ1404'CORNER OF A WHITE FRAME HOUSE, 46 FEET NORTH-NORTHEAST OF POWER
 HZ1404'POLE NO. FK-129, 162 FEET NORTH-NORTHEAST OF RM NO. 1, 19.2
 HZ1404'FEET EAST OF LOUISVILLE S. BASE = U 5, 11 FEET EAST OF CENTER
 HZ1404'LINE OF A DIM ROAD PARALLEL TO TRACK, IN A CULTIVATED FIELD,
 HZ1404'ABOUT 4 FEET BELOW LEVEL OF TRACK AND ABOUT 18 INCHES UNDERGROUND.
 HZ1404'NOTE-- THE MARK LEVELED TO IS APPARENTLY THE UNDERGROUND MARK
 HZ1404'AS THE ELEVATION DIFFERS BY ALMOST A METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1402 ***********************************************************************
 HZ1402  DESIGNATION -  LOUISVILLE S BASE RM 1
 HZ1402  PID         -  HZ1402
 HZ1402  STATE/COUNTY-  KY/JEFFERSON
 HZ1402  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1402
 HZ1402                         *CURRENT SURVEY CONTROL
 HZ1402  ___________________________________________________________________
 HZ1402* NAD 83(1986)-  38 09 03.     (N)    085 49 58.     (W)     SCALED    
 HZ1402* NAVD 88     -       143.156  (meters)     469.67   (feet)  ADJUSTED  
 HZ1402  ___________________________________________________________________
 HZ1402  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HZ1402  DYNAMIC HT  -         143.058 (meters)     469.35  (feet)  COMP
 HZ1402  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 HZ1402
 HZ1402  VERT ORDER  -  FIRST     CLASS II
 HZ1402
 HZ1402.The horizontal coordinates were scaled from a topographic map and have
 HZ1402.an estimated accuracy of +/- 6 seconds.
 HZ1402
 HZ1402.The orthometric height was determined by differential leveling
 HZ1402.and adjusted by the National Geodetic Survey in June 1991..
 HZ1402.WARNING-Repeat measurements at this control monument indicate possible
 HZ1402.vertical movement.
 HZ1402
 HZ1402.The geoid height was determined by GEOID03.
 HZ1402
 HZ1402.The dynamic height is computed by dividing the NAVD 88
 HZ1402.geopotential number by the normal gravity value computed on the
 HZ1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1402.degrees latitude (g = 980.6199 gals.).
 HZ1402
 HZ1402.The modeled gravity was interpolated from observed gravity values.
 HZ1402
 HZ1402;                    North         East    Units  Estimated Accuracy
 HZ1402;SPC KY1Z     - 1,201,720.    1,492,750.      MT  (+/- 180 meters Scaled)
 HZ1402
 HZ1402                          SUPERSEDED SURVEY CONTROL
 HZ1402
 HZ1402  NGVD 29 (??/??/92)  143.300  (m)          470.14   (f) ADJ UNCH    1 2
 HZ1402
 HZ1402.Superseded values are not recommended for survey control.
 HZ1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1402.See file dsdata.txt to determine how the superseded data were derived.
 HZ1402
 HZ1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH022231(NAD 83)
 HZ1402_MARKER: DR = REFERENCE MARK DISK
 HZ1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1402_STAMPING: LOUISVILLE SOUTH BASE NO 1 1933
 HZ1402_MARK LOGO: CGS   
 HZ1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1402+STABILITY: SURFACE MOTION
 HZ1402
 HZ1402  HISTORY     - Date     Condition        Report By
 HZ1402  HISTORY     - 1933     MONUMENTED       CGS
 HZ1402  HISTORY     - 1953     POOR             NGS
 HZ1402
 HZ1402                          STATION DESCRIPTION
 HZ1402
 HZ1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HZ1402'8.6 MI S FROM LOUISVILLE.
 HZ1402'165 FEET SOUTH OF TRIANGULATION STATION LOUISVILLE SOUTH BASE
 HZ1402'2 DESCRIBED BELOW, 73.3 FEET NORTH OF THE POWER TRANSMISSION
 HZ1402'LINE POLE, AND 25.8 FEET EAST OF THE EAST RAIL.  A STANDARD
 HZ1402'REFERENCE-MARK DISK, STAMPED LOUISVILLE SOUTH BASE NO 1 1933
 HZ1402'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- LOOSE IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2660 ***********************************************************************
 HZ2660  CBN         -  This is a Cooperative Base Network Control Station.
 HZ2660  DESIGNATION -  LOUISVILLE S BASE RESET
 HZ2660  PID         -  HZ2660
 HZ2660  STATE/COUNTY-  KY/JEFFERSON
 HZ2660  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2660
 HZ2660                         *CURRENT SURVEY CONTROL
 HZ2660  ___________________________________________________________________
 HZ2660* NAD 83(1993)-  38 09 03.69568(N)    085 49 58.24029(W)     ADJUSTED  
 HZ2660* NAVD 88     -       143.3    (meters)     470.     (feet)  GPS OBS   
 HZ2660  ___________________________________________________________________
 HZ2660  X           -     364,943.980 (meters)                     COMP
 HZ2660  Y           -  -5,008,900.657 (meters)                     COMP
 HZ2660  Z           -   3,918,708.306 (meters)                     COMP
 HZ2660  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 HZ2660  ELLIP HEIGHT-         110.13  (meters)          (11/03/04) GPS OBS
 HZ2660  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HZ2660
 HZ2660  HORZ ORDER  -  B
 HZ2660  VERT ORDER  -  THIRD (See Below)
 HZ2660  ELLP ORDER  -  THIRD     CLASS I
 HZ2660
 HZ2660.The horizontal coordinates were established by GPS observations
 HZ2660.and adjusted by the National Geodetic Survey in September 1994..
 HZ2660
 HZ2660.The orthometric height was determined by GPS observations and a
 HZ2660.high-resolution geoid model.
 HZ2660.The vertical order pertains to the NGVD 29 superseded value.
 HZ2660
 HZ2660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2660
 HZ2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2660
 HZ2660.The ellipsoidal height was determined by GPS observations
 HZ2660.and is referenced to NAD 83.
 HZ2660
 HZ2660.The geoid height was determined by GEOID03.
 HZ2660
 HZ2660;                    North         East     Units Scale Factor Converg.
 HZ2660;SPC KY1Z     - 1,201,736.289 1,492,739.118   MT  0.99991639   -0 03 03.1
 HZ2660;SPC KY1Z     - 3,942,696.47  4,897,428.26   sFT  0.99991639   -0 03 03.1
 HZ2660;SPC KY N     -    73,453.727   361,270.458   MT  0.99997722   -0 59 04.7
 HZ2660;SPC KY N     -   240,989.44  1,185,268.16   sFT  0.99997722   -0 59 04.7
 HZ2660;SPC IN E     -   322,270.150    85,434.655   MT  0.99996928   -0 06 09.6
 HZ2660;SPC IN E     - 1,057,314.65    280,296.86   sFT  0.99996928   -0 06 09.6
 HZ2660;UTM  16      - 4,223,215.432   602,264.314   MT  0.99972880   +0 43 15.8
 HZ2660
 HZ2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2660!SPC KY1Z     -   0.99998272  x   0.99991639  =   0.99989911
 HZ2660!SPC KY N     -   0.99998272  x   0.99997722  =   0.99995994
 HZ2660!SPC IN E     -   0.99998272  x   0.99996928  =   0.99995200
 HZ2660!UTM  16      -   0.99998272  x   0.99972880  =   0.99971152
 HZ2660
 HZ2660:                Primary Azimuth Mark                     Grid Az
 HZ2660:SPC KY1Z     -  COX RESET                                083 14 11.4
 HZ2660:SPC KY N     -  COX RESET                                084 10 13.0
 HZ2660:SPC IN E     -  COX RESET                                083 17 17.9
 HZ2660:UTM  16      -  COX RESET                                082 27 52.5
 HZ2660
 HZ2660|---------------------------------------------------------------------|
 HZ2660| PID    Reference Object                     Distance      Geod. Az  |
 HZ2660|                                                           dddmmss.s |
 HZ2660| HZ2232 COX RESET                           APPROX. 5.4 KM 0831108.3 |
 HZ2660| HZ1402 LOUISVILLE S BASE RM 1               51.228 METERS 21057     |
 HZ2660|---------------------------------------------------------------------|
 HZ2660
 HZ2660                          SUPERSEDED SURVEY CONTROL
 HZ2660
 HZ2660  ELLIP H (09/07/94)  110.17   (m)                       GP(       ) 4 1
 HZ2660  NAD 83(1986)-  38 09 03.70040(N)    085 49 58.24973(W) AD(       ) 1
 HZ2660  NAD 27      -  38 09 03.43900(N)    085 49 58.38100(W) AD(       ) 1
 HZ2660  NGVD 29 (10/08/05)  143.47   (m)          470.7    (f) RESET       3  
 HZ2660
 HZ2660.Superseded values are not recommended for survey control.
 HZ2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2660.See file dsdata.txt to determine how the superseded data were derived.
 HZ2660
 HZ2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0226423215(NAD 83)
 HZ2660_MARKER: DH = HORIZONTAL CONTROL DISK
 HZ2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2660_SP_SET: SQUARE CONCRETE MONUMENT
 HZ2660_STAMPING: LOUISVILLE SOUTH BASE 1879 1978
 HZ2660_MARK LOGO: NGS   
 HZ2660_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2660+STABILITY: SURFACE MOTION
 HZ2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2660+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2002
 HZ2660
 HZ2660  HISTORY     - Date     Condition        Report By
 HZ2660  HISTORY     - 1978     MONUMENTED       NGS
 HZ2660  HISTORY     - 1978     GOOD             NGS
 HZ2660  HISTORY     - 19931028 GOOD             NGS
 HZ2660  HISTORY     - 19940105 GOOD
 HZ2660  HISTORY     - 19970828 GOOD             NGS
 HZ2660  HISTORY     - 20010907 GOOD             KYDT
 HZ2660  HISTORY     - 20021208 GOOD             WOOLPT
 HZ2660
 HZ2660                          STATION DESCRIPTION
 HZ2660
 HZ2660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HZ2660'THE STATION MARK WAS FOUND IN GOOD CONDITION EVEN THOUGH IT WAS
 HZ2660'REPORTED LOOSE BY LEVEL PARTY.  THE SURFACE MARK WAS REMOVED AND FOUND
 HZ2660'TO BE EXACTLY PLUMB WITH THE UNDERGROUND MARK.  THE TWO REFERENCE
 HZ2660'STONES WERE NOT FOUND AND ASSUMED DESTROYED BY GRADING.  LOUISVILLE
 HZ2660'S. BASE 2 WAS NOT FOUND AND ASSUMED DESTROYED BY UTILITY CONSTRUCTION
 HZ2660'AT THE SITE.  A NEW UNDERGROUND STATION AND SURFACE MARK ALONG WITH
 HZ2660'REFERENCE MARKS 2 AND 3 WERE SET.  NO SUITABLE PLACE FOR AN AZIMUTH
 HZ2660'MARK AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 HZ2660'
 HZ2660'THE STATION IS LOCATED ON RAILROAD RIGHT-OF-WAY, DIRECTLY BEHIND THE
 HZ2660'DIXIE MANOR SHOPPING CENTER, 24 FEET EAST OF EAST RAIL OF RAILROAD, 46
 HZ2660'FEET NORTH OF POWER POLE 40431 LGE 84384 AND 1 FOOT NORTH OF A METAL
 HZ2660'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 HZ2660'STAMPED---LOUISVILLE SOUTH BASE 1879 1978---.
 HZ2660'
 HZ2660'TO REACH THE STATION FROM THE INTERSECTION OF ST PAULS CHURCH RD AND
 HZ2660'DIXIE HIGHWAY IN THE SOUTHWEST SECTION OF LOUISVILLE, GO EAST ON ST
 HZ2660'PAULS CHURCH ROAD FOR 0.2 MILE TO RAILROAD TRACKS.  CROSS THE TRACKS
 HZ2660'THEN TURN LEFT AND GO NORTH ALONG THE EAST SIDE OF THE TRACKS FOR 0.1
 HZ2660'MILE TO THE STATION.
 HZ2660'
 HZ2660'REFERENCE MARK 2 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 HZ2660'MAGNETS PROJECTING 3 INCHES, STAMPED---LOUISVILLE S BASE 1879 NO 2
 HZ2660'1978---23 FEET EAST OF EAST RAIL OF RAILROAD AND 2 FEET NORTH OF
 HZ2660'A POWER POLE.
 HZ2660'
 HZ2660'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 HZ2660'MAGNETS, PROJECTING 3 INCHES, STAMPED---LOUISVILLE S BASE 1879 NO
 HZ2660'3 1978---25 FEET EAST OF EAST RAIL OF RAILROAD AND 1 FOOT SOUTH OF
 HZ2660'A METAL WITNESS POST.
 HZ2660
 HZ2660                          STATION RECOVERY (1978)
 HZ2660
 HZ2660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 HZ2660'RECOVERED IN GOOD CONDITION.
 HZ2660
 HZ2660                          STATION RECOVERY (1993)
 HZ2660
 HZ2660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HZ2660'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF LOUISVILLE,
 HZ2660'IN PLEASURE RIDGE ALONG THE EAST SIDE OF THE ILLINOIS CENTRAL
 HZ2660'RAILROAD. OWNERSHIP--ILLINOIS CENTRAL RAILROAD.
 HZ2660'TO REACH THE STATION FROM THE JUNCTION OF THE DIXIE HIGHWAY (U.S
 HZ2660'60,31W) AND THE GENE SNYDER FREEWAY (STATE ROUTE 841 EAST), GO NORTH
 HZ2660'ON THE DIXIE HIGHWAY 1.0 MI (1.6 KM) TO STATE ROUTE 907 ON THE RIGHT
 HZ2660'AND VALLEY HIGH SCHOOL ON THE LEFT.  CONTINUE AHEAD NORTH ON THE
 HZ2660'DIXIE HIGHWAY 2.9 MI (4.7 KM) TO STATE ROUTE 1931.  CONTINUE AHEAD
 HZ2660'NORTH ON DIXIE HIGHWAY FOR 0.5 MI (0.8 KM) TO ST. PAUL CHURCH ROAD.
 HZ2660'TURN RIGHT AND GO EAST ON ST. PAUL CHURCH ROAD FOR 0.2 MI (0.3 KM) TO
 HZ2660'RAILROAD TRACKS.  CROSS OVER TRACKS AND TURN LEFT IMEDIATELY AND GO
 HZ2660'NORTH ALONG THE EAST SIDE OF RAILROAD TRACKS BESIDE HOUSE (4205 ST.
 HZ2660'PAUL CHURCH ROAD) WITH FENCE FOR 0.1 MI (0.2 KM) TO OPEN FIELD AND
 HZ2660'STATION.
 HZ2660'LOCATED 14.0 M (45.9 FT) NORTHEAST FROM UTILITY POLE NO. 40431-84384,
 HZ2660'7.4 M (24.3 FT) SOUTHEAST FROM THE EAST RAIL AND 0.4 M (1.3 FT)
 HZ2660'NORTHEAST FROM WITNESS POST.
 HZ2660
 HZ2660                          STATION RECOVERY (1994)
 HZ2660
 HZ2660'RECOVERED 1994
 HZ2660'RECOVERED IN GOOD CONDITION.
 HZ2660
 HZ2660                          STATION RECOVERY (1997)
 HZ2660
 HZ2660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HZ2660'RECOVERED AS DESCRIBED.
 HZ2660
 HZ2660                          STATION RECOVERY (2001)
 HZ2660
 HZ2660'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (MH)
 HZ2660'RECOVERED IN GOOD CONDITION.
 HZ2660
 HZ2660                          STATION RECOVERY (2002)
 HZ2660
 HZ2660'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 HZ2660'RECOVERED AS DESCRIBED WITH THESE ADDITIONS.
 HZ2660' 
 HZ2660'STATION IS 72.7 FT SSW OF WEST GAS PIPELINE MARKER (GREEN CAP, EAST
 HZ2660'MARKER HAS YELLOW  CAP), 31.6 FT NW OF APPROX. CENTERLINE OF ROW OF
 HZ2660'EVERGREEN TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6278 ***********************************************************************
 AA6278  DESIGNATION -  LOUISVILLE S BASE RM 2
 AA6278  PID         -  AA6278
 AA6278  STATE/COUNTY-  KY/JEFFERSON
 AA6278  USGS QUAD   -  LOUISVILLE WEST (1994)
 AA6278
 AA6278                         *CURRENT SURVEY CONTROL
 AA6278  ___________________________________________________________________
 AA6278* NAD 83(1986)-  38 09 03.     (N)    085 49 58.     (W)     SCALED    
 AA6278* NAVD 88     -       143.01   (+/-2cm)     469.2    (feet)  VERTCON   
 AA6278  ___________________________________________________________________
 AA6278  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AA6278
 AA6278  VERT ORDER  -  THIRD (See Below)
 AA6278
 AA6278.The horizontal coordinates were scaled from a topographic map and have
 AA6278.an estimated accuracy of +/- 6 seconds.
 AA6278
 AA6278.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6278.The vertical order pertains to the NGVD 29 superseded value.
 AA6278
 AA6278.The geoid height was determined by GEOID03.
 AA6278
 AA6278;                    North         East    Units  Estimated Accuracy
 AA6278;SPC KY1Z     - 1,201,720.    1,492,750.      MT  (+/- 180 meters Scaled)
 AA6278
 AA6278                          SUPERSEDED SURVEY CONTROL
 AA6278
 AA6278  NGVD 29 (10/08/05)  143.15   (m)          469.7    (f) RESET       3  
 AA6278
 AA6278.Superseded values are not recommended for survey control.
 AA6278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6278.See file dsdata.txt to determine how the superseded data were derived.
 AA6278
 AA6278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH022231(NAD 83)
 AA6278_MARKER: DR = REFERENCE MARK DISK
 AA6278_SETTING: 0 = UNSPECIFIED SETTING
 AA6278_STAMPING: LOUISVILLE S BASE 1879 NO 2 1978
 AA6278_MARK LOGO: NGS   
 AA6278_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA6278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA6278
 AA6278  HISTORY     - Date     Condition        Report By
 AA6278  HISTORY     - 1978     MONUMENTED       NGS
 AA6278  HISTORY     - 19781018 GOOD             NGS
 AA6278
 AA6278                          STATION DESCRIPTION
 AA6278
 AA6278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AA6278'STATION IS LOCATED ON RAILROAD RIGHT-OF-WAY, DIRECTLY BEHIND THE DIXIE
 AA6278'MANOR SHOPPING CENTER.  TO REACH THE STATION FROM THE INTERSECTION OF
 AA6278'ST PAULS CHURCH ROAD AND DIXIE HIGHWAY IN THE SOUTHWEST SECTION OF
 AA6278'LOUISVILLE, GO EAST ON ST PAULS CHURCH ROAD FOR 0.2 MILE (0.3 KM) TO
 AA6278'THE RAILROAD TRACKS, CROSS TRACKS AND TURN LEFT, GO NORTH ALONG THE
 AA6278'EAST SIDE OF THE TRACKS FOR 0.1 MILE (0.2 KM) TO THE STATION.
 AA6278'REFERENCE MARK 2 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 AA6278'MAGNETS, PROJECTING 3 INCHES, STAMPED LOUISVILLE S BASE 1879 NO 2
 AA6278'1978, 23 FEET (7.0 M) EAST OF THE EAST RAIL OF RAILROAD AND 2 FEET
 AA6278'(0.6 M) NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6279 ***********************************************************************
 AA6279  DESIGNATION -  LOUISVILLE S BASE RM 3
 AA6279  PID         -  AA6279
 AA6279  STATE/COUNTY-  KY/JEFFERSON
 AA6279  USGS QUAD   -  LOUISVILLE WEST (1994)
 AA6279
 AA6279                         *CURRENT SURVEY CONTROL
 AA6279  ___________________________________________________________________
 AA6279* NAD 83(1986)-  38 09 03.     (N)    085 49 58.     (W)     SCALED    
 AA6279* NAVD 88     -       143.52   (+/-2cm)     470.9    (feet)  VERTCON   
 AA6279  ___________________________________________________________________
 AA6279  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AA6279
 AA6279  VERT ORDER  -  THIRD (See Below)
 AA6279
 AA6279.The horizontal coordinates were scaled from a topographic map and have
 AA6279.an estimated accuracy of +/- 6 seconds.
 AA6279
 AA6279.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6279.The vertical order pertains to the NGVD 29 superseded value.
 AA6279
 AA6279.The geoid height was determined by GEOID03.
 AA6279
 AA6279;                    North         East    Units  Estimated Accuracy
 AA6279;SPC KY1Z     - 1,201,720.    1,492,750.      MT  (+/- 180 meters Scaled)
 AA6279
 AA6279                          SUPERSEDED SURVEY CONTROL
 AA6279
 AA6279  NGVD 29 (10/08/05)  143.66   (m)          471.3    (f) RESET       3  
 AA6279
 AA6279.Superseded values are not recommended for survey control.
 AA6279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6279.See file dsdata.txt to determine how the superseded data were derived.
 AA6279
 AA6279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH022231(NAD 83)
 AA6279_MARKER: DR = REFERENCE MARK DISK
 AA6279_SETTING: 0 = UNSPECIFIED SETTING
 AA6279_STAMPING: LOUISVILLE S BASE 1879 NO 3 1978
 AA6279_MARK LOGO: NGS   
 AA6279_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA6279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA6279
 AA6279  HISTORY     - Date     Condition        Report By
 AA6279  HISTORY     - 1978     MONUMENTED       NGS
 AA6279  HISTORY     - 19781018 GOOD             NGS
 AA6279
 AA6279                          STATION DESCRIPTION
 AA6279
 AA6279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AA6279'STATION IS LOCATED ON RAILROAD RIGHT-OF-WAY, DIRECTLY BEHIND THE DIXIE
 AA6279'MANOR SHOPPING CENTER.  TO REACH STATION FROM THE INTERSECTION OF ST
 AA6279'PAULS CHURCH ROAD AND DIXIE HIGHWAY IN THE SOUTHWEST SECTION OF
 AA6279'LOUISVILLE, GO EAST ON ST PAULS CHURCH ROAD FOR 0.2 MILE (0.3 KM) TO
 AA6279'RAILROAD TRACKS, CROSS TRACKS AND TURN LEFT, GO NORTH ALONG THE EAST
 AA6279'SIDE OF THE TRACKS FOR 0.1 MILE (0.2 KM) TO THE STATION.  REFERENCE
 AA6279'MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH MAGNETS,
 AA6279'PROJECTING 3 INCHES, STAMPED LOUISVILLE S BASE 1879 NO 3 1978, 25 FEET
 AA6279'(7.6 M) EAST OF EAST RAIL OF RAILROAD AND 1 FOOT (0.3 M) SOUTH OF A
 AA6279'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2188 ***********************************************************************
 HZ2188  DESIGNATION -  LOUISVILLE SACRED HEART CUPOLA
 HZ2188  PID         -  HZ2188
 HZ2188  STATE/COUNTY-  KY/JEFFERSON
 HZ2188  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2188
 HZ2188                         *CURRENT SURVEY CONTROL
 HZ2188  ___________________________________________________________________
 HZ2188* NAD 83(1993)-  38 13 15.31547(N)    085 42 40.39408(W)     ADJUSTED  
 HZ2188* NAVD 88     -                                                        
 HZ2188  ___________________________________________________________________
 HZ2188  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HZ2188  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ2188
 HZ2188  HORZ ORDER  -  THIRD
 HZ2188
 HZ2188.The horizontal coordinates were established by classical geodetic methods
 HZ2188.and adjusted by the National Geodetic Survey in December 1995..
 HZ2188
 HZ2188
 HZ2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2188
 HZ2188.The geoid height was determined by GEOID03.
 HZ2188
 HZ2188;                    North         East     Units Scale Factor Converg.
 HZ2188;SPC KY1Z     - 1,209,491.425 1,503,395.587   MT  0.99992297   +0 01 25.7
 HZ2188;SPC KY1Z     - 3,968,139.78  4,932,390.36   sFT  0.99992297   +0 01 25.7
 HZ2188;SPC KY N     -    81,034.674   372,052.418   MT  0.99997127   -0 54 32.3
 HZ2188;SPC KY N     -   265,861.26  1,220,641.97   sFT  0.99997127   -0 54 32.3
 HZ2188;UTM  16      - 4,231,112.185   612,813.355   MT  0.99975674   +0 47 50.8
 HZ2188
 HZ2188                          SUPERSEDED SURVEY CONTROL
 HZ2188
 HZ2188  NAD 83(1986)-  38 13 15.31937(N)    085 42 40.40195(W) AD(       ) 4
 HZ2188  NAD 27      -  38 13 15.06000(N)    085 42 40.54000(W) AD(       ) 3
 HZ2188
 HZ2188.Superseded values are not recommended for survey control.
 HZ2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2188.See file dsdata.txt to determine how the superseded data were derived.
 HZ2188
 HZ2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1281331112(NAD 83)
 HZ2188_MARKER: 86 = CUPOLA
 HZ2188
 HZ2188  HISTORY     - Date     Condition        Report By
 HZ2188  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2188  HISTORY     - 1963     GOOD             AEROS
 HZ2188
 HZ2188                          STATION DESCRIPTION
 HZ2188
 HZ2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2188'LOUISVILLE, NEWBURG ROAD AND RICHMOND AVE.
 HZ2188
 HZ2188                          STATION RECOVERY (1963)
 HZ2188
 HZ2188'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2188'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2203 ***********************************************************************
 HZ2203  DESIGNATION -  LOUISVILLE SECOND PRESB CHURCH
 HZ2203  PID         -  HZ2203
 HZ2203  STATE/COUNTY-  KY/JEFFERSON
 HZ2203  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2203
 HZ2203                         *CURRENT SURVEY CONTROL
 HZ2203  ___________________________________________________________________
 HZ2203* NAD 83(1993)-  38 14 41.19696(N)    085 45 17.23710(W)     ADJUSTED  
 HZ2203* NAVD 88     -                                                        
 HZ2203  ___________________________________________________________________
 HZ2203  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 HZ2203  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2203
 HZ2203  HORZ ORDER  -  THIRD
 HZ2203
 HZ2203.The horizontal coordinates were established by classical geodetic methods
 HZ2203.and adjusted by the National Geodetic Survey in December 1995..
 HZ2203
 HZ2203
 HZ2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2203
 HZ2203.The geoid height was determined by GEOID03.
 HZ2203
 HZ2203;                    North         East     Units Scale Factor Converg.
 HZ2203;SPC KY1Z     - 1,212,138.563 1,499,580.884   MT  0.99992555   -0 00 10.6
 HZ2203;SPC KY1Z     - 3,976,824.60  4,919,874.95   sFT  0.99992555   -0 00 10.6
 HZ2203;SPC KY N     -    83,743.699   368,281.149   MT  0.99996958   -0 56 09.9
 HZ2203;SPC KY N     -   274,749.12  1,208,269.07   sFT  0.99996958   -0 56 09.9
 HZ2203;UTM  16      - 4,233,707.120   608,963.918   MT  0.99974622   +0 46 15.2
 HZ2203
 HZ2203                          SUPERSEDED SURVEY CONTROL
 HZ2203
 HZ2203  NAD 83(1986)-  38 14 41.20060(N)    085 45 17.24477(W) AD(       ) 4
 HZ2203  NAD 27      -  38 14 40.95000(N)    085 45 17.38000(W) AD(       ) 3
 HZ2203
 HZ2203.Superseded values are not recommended for survey control.
 HZ2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2203.See file dsdata.txt to determine how the superseded data were derived.
 HZ2203
 HZ2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0896433707(NAD 83)
 HZ2203
 HZ2203  HISTORY     - Date     Condition        Report By
 HZ2203  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2203  HISTORY     - 1963     GOOD             AEROS
 HZ2203
 HZ2203                          STATION DESCRIPTION
 HZ2203
 HZ2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (CS)
 HZ2203'THIS CHURCH IS AT THE CORNER OF SECOND AND COLLEGE STREETS,
 HZ2203'LOUISVILLE.
 HZ2203
 HZ2203                          STATION RECOVERY (1963)
 HZ2203
 HZ2203'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2203'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2272 ***********************************************************************
 HZ2272  DESIGNATION -  LOUISVILLE SEELBACH HOTEL STK
 HZ2272  PID         -  HZ2272
 HZ2272  STATE/COUNTY-  KY/JEFFERSON
 HZ2272  USGS QUAD   -  NEW ALBANY (1992)
 HZ2272
 HZ2272                         *CURRENT SURVEY CONTROL
 HZ2272  ___________________________________________________________________
 HZ2272* NAD 83(1993)-  38 15 02.16143(N)    085 45 31.07828(W)     ADJUSTED  
 HZ2272* NAVD 88     -                                                        
 HZ2272  ___________________________________________________________________
 HZ2272  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HZ2272  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2272
 HZ2272  HORZ ORDER  -  THIRD
 HZ2272
 HZ2272.The horizontal coordinates were established by classical geodetic methods
 HZ2272.and adjusted by the National Geodetic Survey in December 1995..
 HZ2272
 HZ2272
 HZ2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2272
 HZ2272.The geoid height was determined by GEOID03.
 HZ2272
 HZ2272;                    North         East     Units Scale Factor Converg.
 HZ2272;SPC KY1Z     - 1,212,784.951 1,499,244.398   MT  0.99992621   -0 00 19.1
 HZ2272;SPC KY1Z     - 3,978,945.29  4,918,771.00   sFT  0.99992621   -0 00 19.1
 HZ2272;SPC KY N     -    84,395.509   367,955.221   MT  0.99996919   -0 56 18.5
 HZ2272;SPC KY N     -   276,887.60  1,207,199.75   sFT  0.99996919   -0 56 18.5
 HZ2272;UTM  16      - 4,234,348.789   608,618.796   MT  0.99974530   +0 46 07.0
 HZ2272
 HZ2272                          SUPERSEDED SURVEY CONTROL
 HZ2272
 HZ2272  NAD 83(1986)-  38 15 02.16537(N)    085 45 31.08594(W) AD(       ) 4
 HZ2272  NAD 27      -  38 15 01.91800(N)    085 45 31.22200(W) AD(       ) 3
 HZ2272
 HZ2272.Superseded values are not recommended for survey control.
 HZ2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2272.See file dsdata.txt to determine how the superseded data were derived.
 HZ2272
 HZ2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0861934349(NAD 83)
 HZ2272_MARKER: 63 = STACK
 HZ2272
 HZ2272  HISTORY     - Date     Condition        Report By
 HZ2272  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2272  HISTORY     - 1963     GOOD             AEROS
 HZ2272  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 HZ2272
 HZ2272                          STATION DESCRIPTION
 HZ2272
 HZ2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2272'LOUISVILLE, WALNUT AND FOURTH STREETS.
 HZ2272
 HZ2272                          STATION RECOVERY (1963)
 HZ2272
 HZ2272'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2272'RECOVERED AS DESCRIPTION.
 HZ2272
 HZ2272                          STATION RECOVERY (2001)
 HZ2272
 HZ2272'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HZ2272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2214 ***********************************************************************
 HZ2214  DESIGNATION -  LOUISVILLE SIR WALT RALEIGH TK
 HZ2214  PID         -  HZ2214
 HZ2214  STATE/COUNTY-  KY/JEFFERSON
 HZ2214  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2214
 HZ2214                         *CURRENT SURVEY CONTROL
 HZ2214  ___________________________________________________________________
 HZ2214* NAD 83(1993)-  38 13 39.32597(N)    085 46 55.40265(W)     ADJUSTED  
 HZ2214* NAVD 88     -                                                        
 HZ2214  ___________________________________________________________________
 HZ2214  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HZ2214  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ2214
 HZ2214  HORZ ORDER  -  THIRD
 HZ2214
 HZ2214.The horizontal coordinates were established by classical geodetic methods
 HZ2214.and adjusted by the National Geodetic Survey in December 1995..
 HZ2214
 HZ2214
 HZ2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2214
 HZ2214.The geoid height was determined by GEOID03.
 HZ2214
 HZ2214;                    North         East     Units Scale Factor Converg.
 HZ2214;SPC KY1Z     - 1,210,231.473 1,497,193.355   MT  0.99992367   -0 01 10.9
 HZ2214;SPC KY1Z     - 3,970,567.76  4,912,041.87   sFT  0.99992367   -0 01 10.9
 HZ2214;SPC KY N     -    81,875.664   365,862.765   MT  0.99997078   -0 57 11.0
 HZ2214;SPC KY N     -   268,620.41  1,200,334.75   sFT  0.99997078   -0 57 11.0
 HZ2214;UTM  16      - 4,231,768.320   606,602.785   MT  0.99973996   +0 45 13.4
 HZ2214
 HZ2214                          SUPERSEDED SURVEY CONTROL
 HZ2214
 HZ2214  NAD 83(1986)-  38 13 39.33010(N)    085 46 55.41030(W) AD(       ) 4
 HZ2214  NAD 27      -  38 13 39.07000(N)    085 46 55.54000(W) AD(       ) 3
 HZ2214
 HZ2214.Superseded values are not recommended for survey control.
 HZ2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2214.See file dsdata.txt to determine how the superseded data were derived.
 HZ2214
 HZ2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0660331768(NAD 83)
 HZ2214_MARKER: 51 = TANK
 HZ2214
 HZ2214  HISTORY     - Date     Condition        Report By
 HZ2214  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2214  HISTORY     - 1963     GOOD             AEROS
 HZ2214
 HZ2214                          STATION DESCRIPTION
 HZ2214
 HZ2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2214'LOUISVILLE, HILL AND SIXTEENTH STREETS.
 HZ2214
 HZ2214                          STATION RECOVERY (1963)
 HZ2214
 HZ2214'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2214'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2199 ***********************************************************************
 HZ2199  DESIGNATION -  LOUISVILLE SPEED PWRHSE STK
 HZ2199  PID         -  HZ2199
 HZ2199  STATE/COUNTY-  KY/JEFFERSON
 HZ2199  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2199
 HZ2199                         *CURRENT SURVEY CONTROL
 HZ2199  ___________________________________________________________________
 HZ2199* NAD 83(1993)-  38 12 51.89681(N)    085 45 38.72491(W)     ADJUSTED  
 HZ2199* NAVD 88     -                                                        
 HZ2199  ___________________________________________________________________
 HZ2199  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 HZ2199  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ2199
 HZ2199  HORZ ORDER  -  THIRD
 HZ2199
 HZ2199.The horizontal coordinates were established by classical geodetic methods
 HZ2199.and adjusted by the National Geodetic Survey in December 1995..
 HZ2199
 HZ2199
 HZ2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2199
 HZ2199.The geoid height was determined by GEOID03.
 HZ2199
 HZ2199;                    North         East     Units Scale Factor Converg.
 HZ2199;SPC KY1Z     - 1,208,768.750 1,499,058.024   MT  0.99992229   -0 00 23.8
 HZ2199;SPC KY1Z     - 3,965,768.81  4,918,159.53   sFT  0.99992229   -0 00 23.8
 HZ2199;SPC KY N     -    80,382.691   367,703.450   MT  0.99997176   -0 56 23.3
 HZ2199;SPC KY N     -   263,722.21  1,206,373.74   sFT  0.99997176   -0 56 23.3
 HZ2199;UTM  16      - 4,230,331.158   608,486.686   MT  0.99974495   +0 46 00.0
 HZ2199
 HZ2199                          SUPERSEDED SURVEY CONTROL
 HZ2199
 HZ2199  NAD 83(1986)-  38 12 51.90072(N)    085 45 38.73290(W) AD(       ) 4
 HZ2199  NAD 27      -  38 12 51.64000(N)    085 45 38.89000(W) AD(       ) 3
 HZ2199
 HZ2199.Superseded values are not recommended for survey control.
 HZ2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2199.See file dsdata.txt to determine how the superseded data were derived.
 HZ2199
 HZ2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0848730331(NAD 83)
 HZ2199_MARKER: 63 = STACK
 HZ2199
 HZ2199  HISTORY     - Date     Condition        Report By
 HZ2199  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2199
 HZ2199                          STATION DESCRIPTION
 HZ2199
 HZ2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2199'LOUISVILLE, THIRD AND EASTERN PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2286 ***********************************************************************
 HZ2286  DESIGNATION -  LOUISVILLE ST ANTONIUS SPIRE
 HZ2286  PID         -  HZ2286
 HZ2286  STATE/COUNTY-  KY/JEFFERSON
 HZ2286  USGS QUAD   -  NEW ALBANY (1992)
 HZ2286
 HZ2286                         *CURRENT SURVEY CONTROL
 HZ2286  ___________________________________________________________________
 HZ2286* NAD 83(1993)-  38 15 30.61008(N)    085 47 16.48865(W)     ADJUSTED  
 HZ2286* NAVD 88     -                                                        
 HZ2286  ___________________________________________________________________
 HZ2286  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 HZ2286  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2286
 HZ2286  HORZ ORDER  -  THIRD
 HZ2286
 HZ2286.The horizontal coordinates were established by classical geodetic methods
 HZ2286.and adjusted by the National Geodetic Survey in December 1995..
 HZ2286
 HZ2286
 HZ2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2286
 HZ2286.The geoid height was determined by GEOID03.
 HZ2286
 HZ2286;                    North         East     Units Scale Factor Converg.
 HZ2286;SPC KY1Z     - 1,213,662.702 1,496,681.928   MT  0.99992712   -0 01 23.8
 HZ2286;SPC KY1Z     - 3,981,825.05  4,910,363.96   sFT  0.99992712   -0 01 23.8
 HZ2286;SPC KY N     -    85,314.922   365,407.280   MT  0.99996868   -0 57 24.1
 HZ2286;SPC KY N     -   279,904.04  1,198,840.38   sFT  0.99996868   -0 57 24.1
 HZ2286;UTM  16      - 4,235,191.694   606,045.179   MT  0.99973849   +0 45 02.2
 HZ2286
 HZ2286                          SUPERSEDED SURVEY CONTROL
 HZ2286
 HZ2286  NAD 83(1986)-  38 15 30.61427(N)    085 47 16.49632(W) AD(       ) 4
 HZ2286  NAD 27      -  38 15 30.36500(N)    085 47 16.62800(W) AD(       ) 3
 HZ2286
 HZ2286.Superseded values are not recommended for survey control.
 HZ2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2286.See file dsdata.txt to determine how the superseded data were derived.
 HZ2286
 HZ2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0604535192(NAD 83)
 HZ2286_MARKER: 90 = CHURCH SPIRE
 HZ2286
 HZ2286  HISTORY     - Date     Condition        Report By
 HZ2286  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2286  HISTORY     - 1963     GOOD             AEROS
 HZ2286
 HZ2286                          STATION DESCRIPTION
 HZ2286
 HZ2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2286'LOUISVILLE, MARKET ST. BETWEEN TWENTY-SECOND AND TWENTY-THIRD
 HZ2286'STREETS.
 HZ2286
 HZ2286                          STATION RECOVERY (1963)
 HZ2286
 HZ2286'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2286'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2187 ***********************************************************************
 HZ2187  DESIGNATION -  LOUISVILLE ST JAMES CATH CH
 HZ2187  PID         -  HZ2187
 HZ2187  STATE/COUNTY-  KY/JEFFERSON
 HZ2187  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2187
 HZ2187                         *CURRENT SURVEY CONTROL
 HZ2187  ___________________________________________________________________
 HZ2187* NAD 83(1993)-  38 13 56.73224(N)    085 42 38.31821(W)     ADJUSTED  
 HZ2187* NAVD 88     -                                                        
 HZ2187  ___________________________________________________________________
 HZ2187  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 HZ2187  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2187
 HZ2187  HORZ ORDER  -  THIRD
 HZ2187
 HZ2187.The horizontal coordinates were established by classical geodetic methods
 HZ2187.and adjusted by the National Geodetic Survey in December 1995..
 HZ2187
 HZ2187
 HZ2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2187
 HZ2187.The geoid height was determined by GEOID03.
 HZ2187
 HZ2187;                    North         East     Units Scale Factor Converg.
 HZ2187;SPC KY1Z     - 1,210,768.374 1,503,445.539   MT  0.99992419   +0 01 27.0
 HZ2187;SPC KY1Z     - 3,972,329.24  4,932,554.24   sFT  0.99992419   +0 01 27.0
 HZ2187;SPC KY N     -    82,310.701   372,123.155   MT  0.99997043   -0 54 31.0
 HZ2187;SPC KY N     -   270,047.69  1,220,874.05   sFT  0.99997043   -0 54 31.0
 HZ2187;UTM  16      - 4,232,389.479   612,846.053   MT  0.99975683   +0 47 52.8
 HZ2187
 HZ2187                          SUPERSEDED SURVEY CONTROL
 HZ2187
 HZ2187  NAD 83(1986)-  38 13 56.73613(N)    085 42 38.32599(W) AD(       ) 4
 HZ2187  NAD 27      -  38 13 56.48000(N)    085 42 38.46000(W) AD(       ) 3
 HZ2187
 HZ2187.Superseded values are not recommended for survey control.
 HZ2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2187.See file dsdata.txt to determine how the superseded data were derived.
 HZ2187
 HZ2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1284632389(NAD 83)
 HZ2187_MARKER: 91 = CHURCH CROSS
 HZ2187
 HZ2187  HISTORY     - Date     Condition        Report By
 HZ2187  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2187  HISTORY     - 1957     GOOD             CGS
 HZ2187  HISTORY     - 1961     GOOD             CGS
 HZ2187  HISTORY     - 1963     GOOD             AEROS
 HZ2187
 HZ2187                          STATION DESCRIPTION
 HZ2187
 HZ2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2187'LOUISVILLE, BARDSTOWN ROAD AND BARINGER STREET.
 HZ2187
 HZ2187                          STATION RECOVERY (1957)
 HZ2187
 HZ2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KET)
 HZ2187'IN SOUTH LOUISVILLE ON THE S.W. CORNER OF THE JUNCTION OF EDINSIDE
 HZ2187'AVENUE AND BARDSTOWN ROAD. THE STRUCTURE IS MADE OF ORANGE AND
 HZ2187'RED GLAZED BRICK. THE CUPOLA IS ATOP A SQUARE BRICK TOWER ON THE S.E.
 HZ2187'CORNER OF CHURCH.
 HZ2187
 HZ2187                          STATION RECOVERY (1961)
 HZ2187
 HZ2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WLM)
 HZ2187'STATION RECOVERED AS DESCRIBED.
 HZ2187
 HZ2187                          STATION RECOVERY (1963)
 HZ2187
 HZ2187'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2187'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2193 ***********************************************************************
 HZ2193  DESIGNATION -  LOUISVILLE ST JOE INFIRM STACK
 HZ2193  PID         -  HZ2193
 HZ2193  STATE/COUNTY-  KY/JEFFERSON
 HZ2193  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2193
 HZ2193                         *CURRENT SURVEY CONTROL
 HZ2193  ___________________________________________________________________
 HZ2193* NAD 83(1993)-  38 12 56.46630(N)    085 44 43.49390(W)     ADJUSTED  
 HZ2193* NAVD 88     -                                                        
 HZ2193  ___________________________________________________________________
 HZ2193  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 HZ2193  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ2193
 HZ2193  HORZ ORDER  -  THIRD
 HZ2193
 HZ2193.The horizontal coordinates were established by classical geodetic methods
 HZ2193.and adjusted by the National Geodetic Survey in December 1995..
 HZ2193
 HZ2193
 HZ2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2193
 HZ2193.The geoid height was determined by GEOID03.
 HZ2193
 HZ2193;                    North         East     Units Scale Factor Converg.
 HZ2193;SPC KY1Z     - 1,208,909.588 1,500,401.501   MT  0.99992242   +0 00 10.1
 HZ2193;SPC KY1Z     - 3,966,230.87  4,922,567.26   sFT  0.99992242   +0 00 10.1
 HZ2193;SPC KY N     -    80,501.637   369,049.109   MT  0.99997167   -0 55 48.9
 HZ2193;SPC KY N     -   264,112.45  1,210,788.62   sFT  0.99997167   -0 55 48.9
 HZ2193;UTM  16      - 4,230,490.087   609,827.904   MT  0.99974855   +0 46 34.3
 HZ2193
 HZ2193                          SUPERSEDED SURVEY CONTROL
 HZ2193
 HZ2193  NAD 83(1986)-  38 12 56.47036(N)    085 44 43.50168(W) AD(       ) 4
 HZ2193  NAD 27      -  38 12 56.21000(N)    085 44 43.65000(W) AD(       ) 3
 HZ2193
 HZ2193.Superseded values are not recommended for survey control.
 HZ2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2193.See file dsdata.txt to determine how the superseded data were derived.
 HZ2193
 HZ2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0982830490(NAD 83)
 HZ2193_MARKER: 63 = STACK
 HZ2193
 HZ2193  HISTORY     - Date     Condition        Report By
 HZ2193  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2193  HISTORY     - 1957     GOOD             CGS
 HZ2193
 HZ2193                          STATION DESCRIPTION
 HZ2193
 HZ2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2193'LOUISVILLE, PRESTON STREET AND EASTERN PARKWAY.
 HZ2193
 HZ2193                          STATION RECOVERY (1957)
 HZ2193
 HZ2193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KET)
 HZ2193'IN SOUTH LOUISVILLE APPROXIMATELY 700 FEET N.E. OF INTERSECTION OF
 HZ2193'EASTERN PARKWAY AND S. PRESTON ST., AT THE EAST SIDE OF THE
 HZ2193'INFIRMARY BOILER BUILDING. THE STACK IS MADE OF RED BRICK AND IS
 HZ2193'OCTAGONAL IN SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2190 ***********************************************************************
 HZ2190  DESIGNATION -  LOUISVILLE ST MARTINS CHURCH
 HZ2190  PID         -  HZ2190
 HZ2190  STATE/COUNTY-  KY/JEFFERSON
 HZ2190  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2190
 HZ2190                         *CURRENT SURVEY CONTROL
 HZ2190  ___________________________________________________________________
 HZ2190* NAD 83(1993)-  38 14 43.87566(N)    085 44 21.09069(W)     ADJUSTED  
 HZ2190* NAVD 88     -                                                        
 HZ2190  ___________________________________________________________________
 HZ2190  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 HZ2190  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2190
 HZ2190  HORZ ORDER  -  THIRD
 HZ2190
 HZ2190.The horizontal coordinates were established by classical geodetic methods
 HZ2190.and adjusted by the National Geodetic Survey in December 1995..
 HZ2190
 HZ2190
 HZ2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2190
 HZ2190.The geoid height was determined by GEOID03.
 HZ2190
 HZ2190;                    North         East     Units Scale Factor Converg.
 HZ2190;SPC KY1Z     - 1,212,221.195 1,500,946.062   MT  0.99992564   +0 00 23.9
 HZ2190;SPC KY1Z     - 3,977,095.70  4,924,353.87   sFT  0.99992564   +0 00 23.9
 HZ2190;SPC KY N     -    83,804.092   369,647.551   MT  0.99996953   -0 55 35.0
 HZ2190;SPC KY N     -   274,947.26  1,212,752.01   sFT  0.99996953   -0 55 35.0
 HZ2190;UTM  16      - 4,233,808.165   610,327.613   MT  0.99974991   +0 46 50.0
 HZ2190
 HZ2190                          SUPERSEDED SURVEY CONTROL
 HZ2190
 HZ2190  NAD 83(1986)-  38 14 43.87927(N)    085 44 21.09845(W) AD(       ) 4
 HZ2190  NAD 27      -  38 14 43.63000(N)    085 44 21.24000(W) AD(       ) 3
 HZ2190
 HZ2190.Superseded values are not recommended for survey control.
 HZ2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2190.See file dsdata.txt to determine how the superseded data were derived.
 HZ2190
 HZ2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1032833808(NAD 83)
 HZ2190_MARKER: 90 = CHURCH SPIRE
 HZ2190
 HZ2190  HISTORY     - Date     Condition        Report By
 HZ2190  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2190  HISTORY     - 1963     GOOD             AEROS
 HZ2190
 HZ2190                          STATION DESCRIPTION
 HZ2190
 HZ2190'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (CS)
 HZ2190'THE SPIRE OF ST. MARTINS CHURCH WHICH IS ON SHELBY STREET BETWEEN
 HZ2190'KELLAR STREET AND BROADWAY, LOUISVILLE.
 HZ2190
 HZ2190                          STATION RECOVERY (1963)
 HZ2190
 HZ2190'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2190'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2284 ***********************************************************************
 HZ2284  DESIGNATION -  LOUISVILLE ST PAULS CHURCH
 HZ2284  PID         -  HZ2284
 HZ2284  STATE/COUNTY-  KY/JEFFERSON
 HZ2284  USGS QUAD   -  NEW ALBANY (1992)
 HZ2284
 HZ2284                         *CURRENT SURVEY CONTROL
 HZ2284  ___________________________________________________________________
 HZ2284* NAD 83(1993)-  38 15 06.76143(N)    085 45 39.29317(W)     ADJUSTED  
 HZ2284* NAVD 88     -                                                        
 HZ2284  ___________________________________________________________________
 HZ2284  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 HZ2284  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2284
 HZ2284  HORZ ORDER  -  THIRD
 HZ2284
 HZ2284.The horizontal coordinates were established by classical geodetic methods
 HZ2284.and adjusted by the National Geodetic Survey in December 1995..
 HZ2284
 HZ2284
 HZ2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2284
 HZ2284.The geoid height was determined by GEOID03.
 HZ2284
 HZ2284;                    North         East     Units Scale Factor Converg.
 HZ2284;SPC KY1Z     - 1,212,926.796 1,499,044.688   MT  0.99992636   -0 00 24.1
 HZ2284;SPC KY1Z     - 3,979,410.66  4,918,115.78   sFT  0.99992636   -0 00 24.1
 HZ2284;SPC KY N     -    84,540.595   367,757.838   MT  0.99996911   -0 56 23.6
 HZ2284;SPC KY N     -   277,363.60  1,206,552.17   sFT  0.99996911   -0 56 23.6
 HZ2284;UTM  16      - 4,234,487.898   608,417.224   MT  0.99974476   +0 46 02.0
 HZ2284
 HZ2284                          SUPERSEDED SURVEY CONTROL
 HZ2284
 HZ2284  NAD 83(1986)-  38 15 06.76528(N)    085 45 39.30095(W) AD(       ) 4
 HZ2284  NAD 27      -  38 15 06.51600(N)    085 45 39.43700(W) AD(       ) 3
 HZ2284
 HZ2284.Superseded values are not recommended for survey control.
 HZ2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2284.See file dsdata.txt to determine how the superseded data were derived.
 HZ2284
 HZ2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0841734488(NAD 83)
 HZ2284_MARKER: 90 = CHURCH SPIRE
 HZ2284
 HZ2284  HISTORY     - Date     Condition        Report By
 HZ2284  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2284  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 HZ2284
 HZ2284                          STATION DESCRIPTION
 HZ2284
 HZ2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (CS)
 HZ2284'THE CROSS ON TOP OF THE SPIRE OF ST. PAULS CHURCH AT THE CORNER OF
 HZ2284'SIXTH AND WALNUT STREETS, LOUISVILLE.
 HZ2284
 HZ2284                          STATION RECOVERY (2001)
 HZ2284
 HZ2284'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HZ2284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2212 ***********************************************************************
 HZ2212  DESIGNATION -  LOUISVILLE ST PETERS CATH CH
 HZ2212  PID         -  HZ2212
 HZ2212  STATE/COUNTY-  KY/JEFFERSON
 HZ2212  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2212
 HZ2212                         *CURRENT SURVEY CONTROL
 HZ2212  ___________________________________________________________________
 HZ2212* NAD 83(1993)-  38 14 32.94894(N)    085 46 52.26788(W)     ADJUSTED  
 HZ2212* NAVD 88     -                                                        
 HZ2212  ___________________________________________________________________
 HZ2212  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 HZ2212  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ2212
 HZ2212  HORZ ORDER  -  THIRD
 HZ2212
 HZ2212.The horizontal coordinates were established by classical geodetic methods
 HZ2212.and adjusted by the National Geodetic Survey in December 1995..
 HZ2212
 HZ2212
 HZ2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2212
 HZ2212.The geoid height was determined by GEOID03.
 HZ2212
 HZ2212;                    North         East     Units Scale Factor Converg.
 HZ2212;SPC KY1Z     - 1,211,884.711 1,497,270.147   MT  0.99992530   -0 01 08.9
 HZ2212;SPC KY1Z     - 3,975,991.76  4,912,293.81   sFT  0.99992530   -0 01 08.9
 HZ2212;SPC KY N     -    83,527.507   365,966.481   MT  0.99996973   -0 57 09.0
 HZ2212;SPC KY N     -   274,039.83  1,200,675.03   sFT  0.99996973   -0 57 09.0
 HZ2212;UTM  16      - 4,233,422.139   606,657.240   MT  0.99974010   +0 45 16.2
 HZ2212
 HZ2212                          SUPERSEDED SURVEY CONTROL
 HZ2212
 HZ2212  NAD 83(1986)-  38 14 32.95315(N)    085 46 52.27557(W) AD(       ) 4
 HZ2212  NAD 27      -  38 14 32.70000(N)    085 46 52.41000(W) AD(       ) 3
 HZ2212
 HZ2212.Superseded values are not recommended for survey control.
 HZ2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2212.See file dsdata.txt to determine how the superseded data were derived.
 HZ2212
 HZ2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0665733422(NAD 83)
 HZ2212_MARKER: 90 = CHURCH SPIRE
 HZ2212
 HZ2212  HISTORY     - Date     Condition        Report By
 HZ2212  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2212
 HZ2212                          STATION DESCRIPTION
 HZ2212
 HZ2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2212'LOUISVILLE, GARLAND, BETWEEN SIXTEENTH AND SEVENTEENTH STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2189 ***********************************************************************
 HZ2189  DESIGNATION -  LOUISVILLE ST THERESE E CROSS
 HZ2189  PID         -  HZ2189
 HZ2189  STATE/COUNTY-  KY/JEFFERSON
 HZ2189  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2189
 HZ2189                         *CURRENT SURVEY CONTROL
 HZ2189  ___________________________________________________________________
 HZ2189* NAD 83(1993)-  38 14 06.76081(N)    085 43 54.70033(W)     ADJUSTED  
 HZ2189* NAVD 88     -                                                        
 HZ2189  ___________________________________________________________________
 HZ2189  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HZ2189  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2189
 HZ2189  HORZ ORDER  -  THIRD
 HZ2189
 HZ2189.The horizontal coordinates were established by classical geodetic methods
 HZ2189.and adjusted by the National Geodetic Survey in December 1995..
 HZ2189
 HZ2189
 HZ2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2189
 HZ2189.The geoid height was determined by GEOID03.
 HZ2189
 HZ2189;                    North         East     Units Scale Factor Converg.
 HZ2189;SPC KY1Z     - 1,211,076.995 1,501,587.953   MT  0.99992450   +0 00 40.1
 HZ2189;SPC KY1Z     - 3,973,341.77  4,926,459.81   sFT  0.99992450   +0 00 40.1
 HZ2189;SPC KY N     -    82,649.540   370,270.755   MT  0.99997024   -0 55 18.5
 HZ2189;SPC KY N     -   271,159.37  1,214,796.64   sFT  0.99997024   -0 55 18.5
 HZ2189;UTM  16      - 4,232,672.937   610,984.785   MT  0.99975170   +0 47 05.7
 HZ2189
 HZ2189                          SUPERSEDED SURVEY CONTROL
 HZ2189
 HZ2189  NAD 83(1986)-  38 14 06.76516(N)    085 43 54.70755(W) AD(       ) 4
 HZ2189  NAD 27      -  38 14 06.50000(N)    085 43 54.87000(W) AD(       ) 3
 HZ2189
 HZ2189.Superseded values are not recommended for survey control.
 HZ2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2189.See file dsdata.txt to determine how the superseded data were derived.
 HZ2189
 HZ2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1098532673(NAD 83)
 HZ2189_MARKER: 91 = CHURCH CROSS
 HZ2189
 HZ2189  HISTORY     - Date     Condition        Report By
 HZ2189  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2189  HISTORY     - 1963     GOOD             AEROS
 HZ2189
 HZ2189                          STATION DESCRIPTION
 HZ2189
 HZ2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2189'LOUISVILLE, SHILLER AND KENTUCKY STREETS.
 HZ2189
 HZ2189                          STATION RECOVERY (1963)
 HZ2189
 HZ2189'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2189'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2192 ***********************************************************************
 HZ2192  DESIGNATION -  LOUISVILLE ST THERESE W CROSS
 HZ2192  PID         -  HZ2192
 HZ2192  STATE/COUNTY-  KY/JEFFERSON
 HZ2192  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2192
 HZ2192                         *CURRENT SURVEY CONTROL
 HZ2192  ___________________________________________________________________
 HZ2192* NAD 83(1993)-  38 14 07.17205(N)    085 43 55.06828(W)     ADJUSTED  
 HZ2192* NAVD 88     -                                                        
 HZ2192  ___________________________________________________________________
 HZ2192  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HZ2192  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2192
 HZ2192  HORZ ORDER  -  THIRD
 HZ2192
 HZ2192.The horizontal coordinates were established by classical geodetic methods
 HZ2192.and adjusted by the National Geodetic Survey in December 1995..
 HZ2192
 HZ2192
 HZ2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2192
 HZ2192.The geoid height was determined by GEOID03.
 HZ2192
 HZ2192;                    North         East     Units Scale Factor Converg.
 HZ2192;SPC KY1Z     - 1,211,089.673 1,501,579.003   MT  0.99992451   +0 00 39.9
 HZ2192;SPC KY1Z     - 3,973,383.37  4,926,430.45   sFT  0.99992451   +0 00 39.9
 HZ2192;SPC KY N     -    82,662.362   370,262.012   MT  0.99997023   -0 55 18.8
 HZ2192;SPC KY N     -   271,201.43  1,214,767.95   sFT  0.99997023   -0 55 18.8
 HZ2192;UTM  16      - 4,232,685.490   610,975.666   MT  0.99975167   +0 47 05.5
 HZ2192
 HZ2192                          SUPERSEDED SURVEY CONTROL
 HZ2192
 HZ2192  NAD 83(1986)-  38 14 07.17642(N)    085 43 55.07547(W) AD(       ) 4
 HZ2192  NAD 27      -  38 14 06.91000(N)    085 43 55.24000(W) AD(       ) 3
 HZ2192
 HZ2192.Superseded values are not recommended for survey control.
 HZ2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2192.See file dsdata.txt to determine how the superseded data were derived.
 HZ2192
 HZ2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1097632685(NAD 83)
 HZ2192_MARKER: 91 = CHURCH CROSS
 HZ2192
 HZ2192  HISTORY     - Date     Condition        Report By
 HZ2192  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2192
 HZ2192                          STATION DESCRIPTION
 HZ2192
 HZ2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2192'LOUISVILLE, SHILLER AND KENTUCKY STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2226 ***********************************************************************
 HZ2226  DESIGNATION -  LOUISVILLE STAND SANITARY TANK
 HZ2226  PID         -  HZ2226
 HZ2226  STATE/COUNTY-  KY/JEFFERSON
 HZ2226  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2226
 HZ2226                         *CURRENT SURVEY CONTROL
 HZ2226  ___________________________________________________________________
 HZ2226* NAD 83(1993)-  38 13 25.17883(N)    085 46 09.37794(W)     ADJUSTED  
 HZ2226* NAVD 88     -                                                        
 HZ2226  ___________________________________________________________________
 HZ2226  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 HZ2226  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ2226
 HZ2226  HORZ ORDER  -  THIRD
 HZ2226
 HZ2226.The horizontal coordinates were established by classical geodetic methods
 HZ2226.and adjusted by the National Geodetic Survey in December 1995..
 HZ2226
 HZ2226
 HZ2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2226
 HZ2226.The geoid height was determined by GEOID03.
 HZ2226
 HZ2226;                    North         East     Units Scale Factor Converg.
 HZ2226;SPC KY1Z     - 1,209,794.992 1,498,312.607   MT  0.99992326   -0 00 42.6
 HZ2226;SPC KY1Z     - 3,969,135.74  4,915,713.94   sFT  0.99992326   -0 00 42.6
 HZ2226;SPC KY N     -    81,420.988   366,974.811   MT  0.99997107   -0 56 42.3
 HZ2226;SPC KY N     -   267,128.69  1,203,983.19   sFT  0.99997107   -0 56 42.3
 HZ2226;UTM  16      - 4,231,347.064   607,727.622   MT  0.99974293   +0 45 41.6
 HZ2226
 HZ2226                          SUPERSEDED SURVEY CONTROL
 HZ2226
 HZ2226  NAD 83(1986)-  38 13 25.18284(N)    085 46 09.38562(W) AD(       ) 4
 HZ2226  NAD 27      -  38 13 24.92000(N)    085 46 09.52000(W) AD(       ) 3
 HZ2226
 HZ2226.Superseded values are not recommended for survey control.
 HZ2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2226.See file dsdata.txt to determine how the superseded data were derived.
 HZ2226
 HZ2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0772831347(NAD 83)
 HZ2226_MARKER: 51 = TANK
 HZ2226
 HZ2226  HISTORY     - Date     Condition        Report By
 HZ2226  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2226
 HZ2226                          STATION DESCRIPTION
 HZ2226
 HZ2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2226'LOUISVILLE, SIXTH AND DAVIS STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2223 ***********************************************************************
 HZ2223  DESIGNATION -  LOUISVILLE SUNNYBK DISTILL STK
 HZ2223  PID         -  HZ2223
 HZ2223  STATE/COUNTY-  KY/JEFFERSON
 HZ2223  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2223
 HZ2223                         *CURRENT SURVEY CONTROL
 HZ2223  ___________________________________________________________________
 HZ2223* NAD 83(1993)-  38 14 55.17825(N)    085 47 52.98517(W)     ADJUSTED  
 HZ2223* NAVD 88     -                                                        
 HZ2223  ___________________________________________________________________
 HZ2223  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 HZ2223  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ2223
 HZ2223  HORZ ORDER  -  THIRD
 HZ2223
 HZ2223.The horizontal coordinates were established by classical geodetic methods
 HZ2223.and adjusted by the National Geodetic Survey in December 1995..
 HZ2223
 HZ2223
 HZ2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2223
 HZ2223.The geoid height was determined by GEOID03.
 HZ2223
 HZ2223;                    North         East     Units Scale Factor Converg.
 HZ2223;SPC KY1Z     - 1,212,570.697 1,495,794.126   MT  0.99992599   -0 01 46.2
 HZ2223;SPC KY1Z     - 3,978,242.36  4,907,451.23   sFT  0.99992599   -0 01 46.2
 HZ2223;SPC KY N     -    84,237.479   364,501.768   MT  0.99996932   -0 57 46.8
 HZ2223;SPC KY N     -   276,369.13  1,195,869.55   sFT  0.99996932   -0 57 46.8
 HZ2223;UTM  16      - 4,234,088.008   605,172.371   MT  0.99973622   +0 44 39.0
 HZ2223
 HZ2223                          SUPERSEDED SURVEY CONTROL
 HZ2223
 HZ2223  NAD 83(1986)-  38 14 55.18261(N)    085 47 52.99289(W) AD(       ) 4
 HZ2223  NAD 27      -  38 14 54.93000(N)    085 47 53.12000(W) AD(       ) 3
 HZ2223
 HZ2223.Superseded values are not recommended for survey control.
 HZ2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2223.See file dsdata.txt to determine how the superseded data were derived.
 HZ2223
 HZ2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0517234088(NAD 83)
 HZ2223_MARKER: 63 = STACK
 HZ2223
 HZ2223  HISTORY     - Date     Condition        Report By
 HZ2223  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2223  HISTORY     - 1963     GOOD             AEROS
 HZ2223
 HZ2223                          STATION DESCRIPTION
 HZ2223
 HZ2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2223'TWENTY-EIGHT AND BROADWAY.
 HZ2223
 HZ2223                          STATION RECOVERY (1963)
 HZ2223
 HZ2223'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2223'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2135 ***********************************************************************
 HZ2135  DESIGNATION -  LOUISVILLE TALL BLACK TANK
 HZ2135  PID         -  HZ2135
 HZ2135  STATE/COUNTY-  KY/JEFFERSON
 HZ2135  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ2135
 HZ2135                         *CURRENT SURVEY CONTROL
 HZ2135  ___________________________________________________________________
 HZ2135* NAD 83(1993)-  38 15 51.50588(N)    085 41 02.64157(W)     ADJUSTED  
 HZ2135* NAVD 88     -                                                        
 HZ2135  ___________________________________________________________________
 HZ2135  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 HZ2135  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HZ2135
 HZ2135  HORZ ORDER  -  THIRD
 HZ2135
 HZ2135.The horizontal coordinates were established by classical geodetic methods
 HZ2135.and adjusted by the National Geodetic Survey in December 1995..
 HZ2135
 HZ2135
 HZ2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2135
 HZ2135.The geoid height was determined by GEOID03.
 HZ2135
 HZ2135;                    North         East     Units Scale Factor Converg.
 HZ2135;SPC KY1Z     - 1,214,308.315 1,505,769.785   MT  0.99992780   +0 02 25.7
 HZ2135;SPC KY1Z     - 3,983,943.20  4,940,179.70   sFT  0.99992780   +0 02 25.7
 HZ2135;SPC KY N     -    85,812.492   374,504.818   MT  0.99996832   -0 53 31.5
 HZ2135;SPC KY N     -   281,536.48  1,228,687.89   sFT  0.99996832   -0 53 31.5
 HZ2135;SPC IN E     -   334,831.020    98,477.229   MT  0.99996670   -0 00 38.8
 HZ2135;SPC IN E     - 1,098,524.77    323,087.38   sFT  0.99996670   -0 00 38.8
 HZ2135;UTM  16      - 4,235,959.910   615,121.878   MT  0.99976322   +0 48 54.1
 HZ2135
 HZ2135                          SUPERSEDED SURVEY CONTROL
 HZ2135
 HZ2135  NAD 83(1986)-  38 15 51.50932(N)    085 41 02.64904(W) AD(       ) 4
 HZ2135  NAD 27      -  38 15 51.26000(N)    085 41 02.79000(W) AD(       ) 3
 HZ2135
 HZ2135.Superseded values are not recommended for survey control.
 HZ2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2135.See file dsdata.txt to determine how the superseded data were derived.
 HZ2135
 HZ2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1512235960(NAD 83)
 HZ2135_MARKER: 51 = TANK
 HZ2135
 HZ2135  HISTORY     - Date     Condition        Report By
 HZ2135  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2135
 HZ2135                          STATION DESCRIPTION
 HZ2135
 HZ2135'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2227 ***********************************************************************
 HZ2227  DESIGNATION -  LOUISVILLE TENTH ST RR STA TWR
 HZ2227  PID         -  HZ2227
 HZ2227  STATE/COUNTY-  KY/JEFFERSON
 HZ2227  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2227
 HZ2227                         *CURRENT SURVEY CONTROL
 HZ2227  ___________________________________________________________________
 HZ2227* NAD 83(1993)-  38 14 48.87138(N)    085 46 06.61209(W)     ADJUSTED  
 HZ2227* NAVD 88     -                                                        
 HZ2227  ___________________________________________________________________
 HZ2227  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 HZ2227  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2227
 HZ2227  HORZ ORDER  -  THIRD
 HZ2227
 HZ2227.The horizontal coordinates were established by classical geodetic methods
 HZ2227.and adjusted by the National Geodetic Survey in December 1995..
 HZ2227
 HZ2227
 HZ2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2227
 HZ2227.The geoid height was determined by GEOID03.
 HZ2227
 HZ2227;                    North         East     Units Scale Factor Converg.
 HZ2227;SPC KY1Z     - 1,212,375.326 1,498,380.389   MT  0.99992579   -0 00 40.9
 HZ2227;SPC KY1Z     - 3,977,601.38  4,915,936.33   sFT  0.99992579   -0 00 40.9
 HZ2227;SPC KY N     -    83,999.994   367,084.617   MT  0.99996944   -0 56 40.6
 HZ2227;SPC KY N     -   275,589.98  1,204,343.45   sFT  0.99996944   -0 56 40.6
 HZ2227;UTM  16      - 4,233,927.609   607,760.553   MT  0.99974301   +0 45 44.8
 HZ2227
 HZ2227                          SUPERSEDED SURVEY CONTROL
 HZ2227
 HZ2227  NAD 83(1986)-  38 14 48.87549(N)    085 46 06.61974(W) AD(       ) 4
 HZ2227  NAD 27      -  38 14 48.62000(N)    085 46 06.76000(W) AD(       ) 3
 HZ2227
 HZ2227.Superseded values are not recommended for survey control.
 HZ2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2227.See file dsdata.txt to determine how the superseded data were derived.
 HZ2227
 HZ2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0776133928(NAD 83)
 HZ2227_MARKER: 55 = TOWER
 HZ2227
 HZ2227  HISTORY     - Date     Condition        Report By
 HZ2227  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2227  HISTORY     - 1963     GOOD             AEROS
 HZ2227
 HZ2227                          STATION DESCRIPTION
 HZ2227
 HZ2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2227'TENTH AND BROADWAY- IN CITY OF LOUISVILLE.
 HZ2227
 HZ2227                          STATION RECOVERY (1963)
 HZ2227
 HZ2227'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2227'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2221 ***********************************************************************
 HZ2221  DESIGNATION -  LOUISVILLE TOB BY PRODUCTS STK
 HZ2221  PID         -  HZ2221
 HZ2221  STATE/COUNTY-  KY/JEFFERSON
 HZ2221  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2221
 HZ2221                         *CURRENT SURVEY CONTROL
 HZ2221  ___________________________________________________________________
 HZ2221* NAD 83(1993)-  38 13 55.50641(N)    085 46 57.06393(W)     ADJUSTED  
 HZ2221* NAVD 88     -                                                        
 HZ2221  ___________________________________________________________________
 HZ2221  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 HZ2221  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ2221
 HZ2221  HORZ ORDER  -  THIRD
 HZ2221
 HZ2221.The horizontal coordinates were established by classical geodetic methods
 HZ2221.and adjusted by the National Geodetic Survey in December 1995..
 HZ2221
 HZ2221
 HZ2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2221
 HZ2221.The geoid height was determined by GEOID03.
 HZ2221
 HZ2221;                    North         East     Units Scale Factor Converg.
 HZ2221;SPC KY1Z     - 1,210,730.350 1,497,153.126   MT  0.99992416   -0 01 11.9
 HZ2221;SPC KY1Z     - 3,972,204.49  4,911,909.88   sFT  0.99992416   -0 01 11.9
 HZ2221;SPC KY N     -    82,375.153   365,830.666   MT  0.99997046   -0 57 12.0
 HZ2221;SPC KY N     -   270,259.15  1,200,229.44   sFT  0.99997046   -0 57 12.0
 HZ2221;UTM  16      - 4,232,266.517   606,555.834   MT  0.99973983   +0 45 12.6
 HZ2221
 HZ2221                          SUPERSEDED SURVEY CONTROL
 HZ2221
 HZ2221  NAD 83(1986)-  38 13 55.51057(N)    085 46 57.07162(W) AD(       ) 4
 HZ2221  NAD 27      -  38 13 55.25000(N)    085 46 57.21000(W) AD(       ) 3
 HZ2221
 HZ2221.Superseded values are not recommended for survey control.
 HZ2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2221.See file dsdata.txt to determine how the superseded data were derived.
 HZ2221
 HZ2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0655632267(NAD 83)
 HZ2221_MARKER: 63 = STACK
 HZ2221
 HZ2221  HISTORY     - Date     Condition        Report By
 HZ2221  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2221  HISTORY     - 1963     GOOD             AEROS
 HZ2221
 HZ2221                          STATION DESCRIPTION
 HZ2221
 HZ2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2221'LOUISVILLE, SEVENTEENTH AND WILSON STREETS.
 HZ2221
 HZ2221                          STATION RECOVERY (1963)
 HZ2221
 HZ2221'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2221'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2209 ***********************************************************************
 HZ2209  DESIGNATION -  LOUISVILLE VAN CAMPS PACK STK
 HZ2209  PID         -  HZ2209
 HZ2209  STATE/COUNTY-  KY/JEFFERSON
 HZ2209  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2209
 HZ2209                         *CURRENT SURVEY CONTROL
 HZ2209  ___________________________________________________________________
 HZ2209* NAD 83(1993)-  38 12 38.24384(N)    085 45 22.67287(W)     ADJUSTED  
 HZ2209* NAVD 88     -                                                        
 HZ2209  ___________________________________________________________________
 HZ2209  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 HZ2209  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HZ2209
 HZ2209  HORZ ORDER  -  THIRD
 HZ2209
 HZ2209.The horizontal coordinates were established by classical geodetic methods
 HZ2209.and adjusted by the National Geodetic Survey in December 1995..
 HZ2209
 HZ2209
 HZ2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2209
 HZ2209.The geoid height was determined by GEOID03.
 HZ2209
 HZ2209;                    North         East     Units Scale Factor Converg.
 HZ2209;SPC KY1Z     - 1,208,347.779 1,499,448.458   MT  0.99992191   -0 00 13.9
 HZ2209;SPC KY1Z     - 3,964,387.67  4,919,440.48   sFT  0.99992191   -0 00 13.9
 HZ2209;SPC KY N     -    79,955.396   368,086.996   MT  0.99997206   -0 56 13.3
 HZ2209;SPC KY N     -   262,320.33  1,207,632.09   sFT  0.99997206   -0 56 13.3
 HZ2209;UTM  16      - 4,229,915.567   608,882.696   MT  0.99974601   +0 46 09.7
 HZ2209
 HZ2209                          SUPERSEDED SURVEY CONTROL
 HZ2209
 HZ2209  NAD 83(1986)-  38 12 38.24794(N)    085 45 22.68090(W) AD(       ) 4
 HZ2209  NAD 27      -  38 12 37.98700(N)    085 45 22.81700(W) AD(       ) 3
 HZ2209
 HZ2209.Superseded values are not recommended for survey control.
 HZ2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2209.See file dsdata.txt to determine how the superseded data were derived.
 HZ2209
 HZ2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0888329916(NAD 83)
 HZ2209_MARKER: 63 = STACK
 HZ2209
 HZ2209  HISTORY     - Date     Condition        Report By
 HZ2209  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2209
 HZ2209                          STATION DESCRIPTION
 HZ2209
 HZ2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2209'LOUISVILLE, FLOYD STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2236 ***********************************************************************
 HZ2236  DESIGNATION -  LOUISVILLE VOGT CO TANK
 HZ2236  PID         -  HZ2236
 HZ2236  STATE/COUNTY-  KY/JEFFERSON
 HZ2236  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2236
 HZ2236                         *CURRENT SURVEY CONTROL
 HZ2236  ___________________________________________________________________
 HZ2236* NAD 83(1993)-  38 13 55.94867(N)    085 46 10.13916(W)     ADJUSTED  
 HZ2236* NAVD 88     -                                                        
 HZ2236  ___________________________________________________________________
 HZ2236  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HZ2236  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ2236
 HZ2236  HORZ ORDER  -  THIRD
 HZ2236
 HZ2236.The horizontal coordinates were established by classical geodetic methods
 HZ2236.and adjusted by the National Geodetic Survey in December 1995..
 HZ2236
 HZ2236
 HZ2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2236
 HZ2236.The geoid height was determined by GEOID03.
 HZ2236
 HZ2236;                    North         East     Units Scale Factor Converg.
 HZ2236;SPC KY1Z     - 1,210,743.667 1,498,294.291   MT  0.99992417   -0 00 43.1
 HZ2236;SPC KY1Z     - 3,972,248.18  4,915,653.85   sFT  0.99992417   -0 00 43.1
 HZ2236;SPC KY N     -    82,369.881   366,971.949   MT  0.99997045   -0 56 42.8
 HZ2236;SPC KY N     -   270,241.85  1,203,973.80   sFT  0.99997045   -0 56 42.8
 HZ2236;UTM  16      - 4,232,295.233   607,696.506   MT  0.99974284   +0 45 41.7
 HZ2236
 HZ2236                          SUPERSEDED SURVEY CONTROL
 HZ2236
 HZ2236  NAD 83(1986)-  38 13 55.95273(N)    085 46 10.14689(W) AD(       ) 4
 HZ2236  NAD 27      -  38 13 55.69000(N)    085 46 10.28000(W) AD(       ) 3
 HZ2236
 HZ2236.Superseded values are not recommended for survey control.
 HZ2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2236.See file dsdata.txt to determine how the superseded data were derived.
 HZ2236
 HZ2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0769732295(NAD 83)
 HZ2236_MARKER: 51 = TANK
 HZ2236
 HZ2236  HISTORY     - Date     Condition        Report By
 HZ2236  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2236  HISTORY     - 1963     GOOD             AEROS
 HZ2236
 HZ2236                          STATION DESCRIPTION
 HZ2236
 HZ2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2236'TENTH AND MAGNOLIA STREETS.
 HZ2236
 HZ2236                          STATION RECOVERY (1963)
 HZ2236
 HZ2236'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2236'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2206 ***********************************************************************
 HZ2206  DESIGNATION -  LOUISVILLE W E CALDWELL TANK
 HZ2206  PID         -  HZ2206
 HZ2206  STATE/COUNTY-  KY/JEFFERSON
 HZ2206  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2206
 HZ2206                         *CURRENT SURVEY CONTROL
 HZ2206  ___________________________________________________________________
 HZ2206* NAD 83(1993)-  38 13 03.50471(N)    085 45 22.32434(W)     ADJUSTED  
 HZ2206* NAVD 88     -                                                        
 HZ2206  ___________________________________________________________________
 HZ2206  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 HZ2206  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ2206
 HZ2206  HORZ ORDER  -  THIRD
 HZ2206
 HZ2206.The horizontal coordinates were established by classical geodetic methods
 HZ2206.and adjusted by the National Geodetic Survey in December 1995..
 HZ2206
 HZ2206
 HZ2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2206
 HZ2206.The geoid height was determined by GEOID03.
 HZ2206
 HZ2206;                    North         East     Units Scale Factor Converg.
 HZ2206;SPC KY1Z     - 1,209,126.598 1,499,456.989   MT  0.99992263   -0 00 13.7
 HZ2206;SPC KY1Z     - 3,966,942.85  4,919,468.47   sFT  0.99992263   -0 00 13.7
 HZ2206;SPC KY N     -    80,734.012   368,108.210   MT  0.99997152   -0 56 13.1
 HZ2206;SPC KY N     -   264,874.84  1,207,701.69   sFT  0.99997152   -0 56 13.1
 HZ2206;UTM  16      - 4,230,694.293   608,880.715   MT  0.99974600   +0 46 10.4
 HZ2206
 HZ2206                          SUPERSEDED SURVEY CONTROL
 HZ2206
 HZ2206  NAD 83(1986)-  38 13 03.50861(N)    085 45 22.33227(W) AD(       ) 4
 HZ2206  NAD 27      -  38 13 03.24500(N)    085 45 22.48300(W) AD(       ) 3
 HZ2206
 HZ2206.Superseded values are not recommended for survey control.
 HZ2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2206.See file dsdata.txt to determine how the superseded data were derived.
 HZ2206
 HZ2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0888130694(NAD 83)
 HZ2206_MARKER: 51 = TANK
 HZ2206
 HZ2206  HISTORY     - Date     Condition        Report By
 HZ2206  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2206
 HZ2206                          STATION DESCRIPTION
 HZ2206
 HZ2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2206'LOUISVILLE, BROOK AND BARBEE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2207 ***********************************************************************
 HZ2207  DESIGNATION -  LOUISVILLE W E CALDWELL STACK
 HZ2207  PID         -  HZ2207
 HZ2207  STATE/COUNTY-  KY/JEFFERSON
 HZ2207  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2207
 HZ2207                         *CURRENT SURVEY CONTROL
 HZ2207  ___________________________________________________________________
 HZ2207* NAD 83(1993)-  38 13 04.71350(N)    085 45 21.78995(W)     ADJUSTED  
 HZ2207* NAVD 88     -                                                        
 HZ2207  ___________________________________________________________________
 HZ2207  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 HZ2207  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ2207
 HZ2207  HORZ ORDER  -  THIRD
 HZ2207
 HZ2207.The horizontal coordinates were established by classical geodetic methods
 HZ2207.and adjusted by the National Geodetic Survey in December 1995..
 HZ2207
 HZ2207
 HZ2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2207
 HZ2207.The geoid height was determined by GEOID03.
 HZ2207
 HZ2207;                    North         East     Units Scale Factor Converg.
 HZ2207;SPC KY1Z     - 1,209,163.866 1,499,469.989   MT  0.99992266   -0 00 13.4
 HZ2207;SPC KY1Z     - 3,967,065.12  4,919,511.12   sFT  0.99992266   -0 00 13.4
 HZ2207;SPC KY N     -    80,771.064   368,121.817   MT  0.99997149   -0 56 12.7
 HZ2207;SPC KY N     -   264,996.40  1,207,746.33   sFT  0.99997149   -0 56 12.7
 HZ2207;UTM  16      - 4,230,731.726   608,893.209   MT  0.99974603   +0 46 10.7
 HZ2207
 HZ2207                          SUPERSEDED SURVEY CONTROL
 HZ2207
 HZ2207  NAD 83(1986)-  38 13 04.71780(N)    085 45 21.79743(W) AD(       ) 4
 HZ2207  NAD 27      -  38 13 04.44000(N)    085 45 21.97000(W) AD(       ) 3
 HZ2207
 HZ2207.Superseded values are not recommended for survey control.
 HZ2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2207.See file dsdata.txt to determine how the superseded data were derived.
 HZ2207
 HZ2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0889330732(NAD 83)
 HZ2207_MARKER: 63 = STACK
 HZ2207
 HZ2207  HISTORY     - Date     Condition        Report By
 HZ2207  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2207
 HZ2207                          STATION DESCRIPTION
 HZ2207
 HZ2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2207'BROOK AND BARBEE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2210 ***********************************************************************
 HZ2210  DESIGNATION -  LOUISVILLE WARREN MEM PRESB CH
 HZ2210  PID         -  HZ2210
 HZ2210  STATE/COUNTY-  KY/JEFFERSON
 HZ2210  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2210
 HZ2210                         *CURRENT SURVEY CONTROL
 HZ2210  ___________________________________________________________________
 HZ2210* NAD 83(1993)-  38 14 45.10600(N)    085 45 30.90609(W)     ADJUSTED  
 HZ2210* NAVD 88     -                                                        
 HZ2210  ___________________________________________________________________
 HZ2210  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 HZ2210  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2210
 HZ2210  HORZ ORDER  -  THIRD
 HZ2210
 HZ2210.The horizontal coordinates were established by classical geodetic methods
 HZ2210.and adjusted by the National Geodetic Survey in December 1995..
 HZ2210
 HZ2210
 HZ2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2210
 HZ2210.The geoid height was determined by GEOID03.
 HZ2210
 HZ2210;                    North         East     Units Scale Factor Converg.
 HZ2210;SPC KY1Z     - 1,212,259.108 1,499,248.536   MT  0.99992567   -0 00 19.0
 HZ2210;SPC KY1Z     - 3,977,220.09  4,918,784.57   sFT  0.99992567   -0 00 19.0
 HZ2210;SPC KY N     -    83,869.646   367,950.794   MT  0.99996951   -0 56 18.4
 HZ2210;SPC KY N     -   275,162.33  1,207,185.23   sFT  0.99996951   -0 56 18.4
 HZ2210;UTM  16      - 4,233,823.145   608,630.033   MT  0.99974533   +0 46 06.8
 HZ2210
 HZ2210                          SUPERSEDED SURVEY CONTROL
 HZ2210
 HZ2210  NAD 83(1986)-  38 14 45.10997(N)    085 45 30.91377(W) AD(       ) 4
 HZ2210  NAD 27      -  38 14 44.86000(N)    085 45 31.05000(W) AD(       ) 3
 HZ2210
 HZ2210.Superseded values are not recommended for survey control.
 HZ2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2210.See file dsdata.txt to determine how the superseded data were derived.
 HZ2210
 HZ2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0863033823(NAD 83)
 HZ2210_MARKER: 90 = CHURCH SPIRE
 HZ2210
 HZ2210  HISTORY     - Date     Condition        Report By
 HZ2210  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2210  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 HZ2210
 HZ2210                          STATION DESCRIPTION
 HZ2210
 HZ2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2210'LOUISVILLE, BROADWAY AND FOURTH STREET.
 HZ2210
 HZ2210                          STATION RECOVERY (2001)
 HZ2210
 HZ2210'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HZ2210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2149 ***********************************************************************
 HZ2149  DESIGNATION -  LOUISVILLE WATER CO TANK
 HZ2149  PID         -  HZ2149
 HZ2149  STATE/COUNTY-  KY/JEFFERSON
 HZ2149  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ2149
 HZ2149                         *CURRENT SURVEY CONTROL
 HZ2149  ___________________________________________________________________
 HZ2149* NAD 83(1993)-  38 15 15.47164(N)    085 40 57.81477(W)     ADJUSTED  
 HZ2149* NAVD 88     -                                                        
 HZ2149  ___________________________________________________________________
 HZ2149  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 HZ2149  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ2149
 HZ2149  HORZ ORDER  -  THIRD
 HZ2149
 HZ2149.The horizontal coordinates were established by classical geodetic methods
 HZ2149.and adjusted by the National Geodetic Survey in December 1995..
 HZ2149
 HZ2149
 HZ2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2149
 HZ2149.The geoid height was determined by GEOID03.
 HZ2149
 HZ2149;                    North         East     Units Scale Factor Converg.
 HZ2149;SPC KY1Z     - 1,213,197.411 1,505,887.918   MT  0.99992663   +0 02 28.7
 HZ2149;SPC KY1Z     - 3,980,298.51  4,940,567.28   sFT  0.99992663   +0 02 28.7
 HZ2149;SPC KY N     -    84,699.766   374,604.858   MT  0.99996895   -0 53 28.5
 HZ2149;SPC KY N     -   277,885.82  1,229,016.10   sFT  0.99996895   -0 53 28.5
 HZ2149;SPC IN E     -   333,719.966    98,594.372   MT  0.99996669   -0 00 35.8
 HZ2149;SPC IN E     - 1,094,879.59    323,471.70   sFT  0.99996669   -0 00 35.8
 HZ2149;UTM  16      - 4,234,850.885   615,254.993   MT  0.99976360   +0 48 56.5
 HZ2149
 HZ2149                          SUPERSEDED SURVEY CONTROL
 HZ2149
 HZ2149  NAD 83(1986)-  38 15 15.47520(N)    085 40 57.82144(W) AD(       ) 4
 HZ2149  NAD 27      -  38 15 15.22200(N)    085 40 57.95700(W) AD(       ) 3
 HZ2149
 HZ2149.Superseded values are not recommended for survey control.
 HZ2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2149.See file dsdata.txt to determine how the superseded data were derived.
 HZ2149
 HZ2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1525534851(NAD 83)
 HZ2149_MARKER: 51 = TANK
 HZ2149
 HZ2149  HISTORY     - Date     Condition        Report By
 HZ2149  HISTORY     - 1935     FIRST OBSERVED   CGS
 HZ2149  HISTORY     - 1961     GOOD             CGS
 HZ2149  HISTORY     - 1963     GOOD             AEROS
 HZ2149  HISTORY     - 1967     GOOD             CGS
 HZ2149  HISTORY     - 1975     GOOD             NGS
 HZ2149  HISTORY     - 1982     GOOD             NGS
 HZ2149
 HZ2149                          STATION DESCRIPTION
 HZ2149
 HZ2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2149'STATION IS THE BALL ON TOP OF THE BLACK TANK OF THE LOUISVILLE WATER
 HZ2149'COMPANY AT THE PURIFICATION PLANT ON FRANKFORT AVE., LOUISVILLE.
 HZ2149'
 HZ2149'STATION WAS CUT-IN FROM STATIONS CHURCH AND BOWMAN.
 HZ2149
 HZ2149                          STATION RECOVERY (1961)
 HZ2149
 HZ2149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 HZ2149'STATION RECOVERED IN GOOD CONDITION.
 HZ2149'
 HZ2149'THE DESCRIPTION IS ADEQUATE FOR RECOVERY EXCEPT THE TANK IS NOW GRAY
 HZ2149'INSTEAD OF BLACK.
 HZ2149
 HZ2149                          STATION RECOVERY (1963)
 HZ2149
 HZ2149'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2149'RECOVERED AS DESCRIBED.
 HZ2149
 HZ2149                          STATION RECOVERY (1967)
 HZ2149
 HZ2149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ETO)
 HZ2149'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 HZ2149'PREVIOUS DESCRIPTION IS ADEQUATE EXCEPT THAT THE TANK IS NOW PAINTED
 HZ2149'SILVER INSTEAD OF BLACK.
 HZ2149
 HZ2149                          STATION RECOVERY (1975)
 HZ2149
 HZ2149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JBN)
 HZ2149'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE
 HZ2149'1961 DESCRIPTION ADAQUATE FOR RECOVERY.
 HZ2149'
 HZ2149'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LOUISVILLE.
 HZ2149
 HZ2149                          STATION RECOVERY (1982)
 HZ2149
 HZ2149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 HZ2149'RECOVERED IN GOOD CONDITION.  THE TANK IS CURRENTLY PAINTED LIGHT
 HZ2149'GREEN.
 HZ2149'
 HZ2149'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEAST PART OF
 HZ2149'LOUISVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2146 ***********************************************************************
 HZ2146  DESIGNATION -  LOUISVILLE WATERWKS TWR
 HZ2146  PID         -  HZ2146
 HZ2146  STATE/COUNTY-  KY/JEFFERSON
 HZ2146  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ2146
 HZ2146                         *CURRENT SURVEY CONTROL
 HZ2146  ___________________________________________________________________
 HZ2146* NAD 83(1993)-  38 16 49.98656(N)    085 42 04.33322(W)     ADJUSTED  
 HZ2146* NAVD 88     -                                                        
 HZ2146  ___________________________________________________________________
 HZ2146  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 HZ2146  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HZ2146
 HZ2146  HORZ ORDER  -  THIRD
 HZ2146
 HZ2146.The horizontal coordinates were established by classical geodetic methods
 HZ2146.and adjusted by the National Geodetic Survey in December 1995..
 HZ2146
 HZ2146
 HZ2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2146
 HZ2146.The geoid height was determined by GEOID03.
 HZ2146
 HZ2146;                    North         East     Units Scale Factor Converg.
 HZ2146;SPC KY1Z     - 1,216,110.446 1,504,269.222   MT  0.99992976   +0 01 47.9
 HZ2146;SPC KY1Z     - 3,989,855.69  4,935,256.61   sFT  0.99992976   +0 01 47.9
 HZ2146;SPC KY N     -    87,638.879   373,033.729   MT  0.99996736   -0 54 09.9
 HZ2146;SPC KY N     -   287,528.56  1,223,861.49   sFT  0.99996736   -0 54 09.9
 HZ2146;SPC IN E     -   336,634.562    96,978.223   MT  0.99996678   -0 01 17.0
 HZ2146;SPC IN E     - 1,104,441.89    318,169.39   sFT  0.99996678   -0 01 17.0
 HZ2146;UTM  16      - 4,237,741.289   613,597.343   MT  0.99975892   +0 48 16.9
 HZ2146
 HZ2146                          SUPERSEDED SURVEY CONTROL
 HZ2146
 HZ2146  NAD 83(1986)-  38 16 49.98992(N)    085 42 04.34063(W) AD(       ) 4
 HZ2146  NAD 27      -  38 16 49.72900(N)    085 42 04.48400(W) AD(       ) 3
 HZ2146
 HZ2146.Superseded values are not recommended for survey control.
 HZ2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2146.See file dsdata.txt to determine how the superseded data were derived.
 HZ2146
 HZ2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1359737741(NAD 83)
 HZ2146_MARKER: 54 = WATER TOWER
 HZ2146
 HZ2146  HISTORY     - Date     Condition        Report By
 HZ2146  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2146  HISTORY     - 1963     GOOD             AEROS
 HZ2146  HISTORY     - 1975     GOOD             NGS
 HZ2146
 HZ2146                          STATION DESCRIPTION
 HZ2146
 HZ2146'DESCRIBED BY AERO SERVICE CORPORATION 1963
 HZ2146'RECOVERED AS DESCRIBED.
 HZ2146
 HZ2146                          STATION RECOVERY (1975)
 HZ2146
 HZ2146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 HZ2146'RECOVERED AS DESCRIBED.  THE TOWER APPEARS TO BE A STACK.
 HZ2146'
 HZ2146'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LOUISVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2147 ***********************************************************************
 HZ2147  DESIGNATION -  LOUISVILLE WATERWKS TWR
 HZ2147  PID         -  HZ2147
 HZ2147  STATE/COUNTY-  KY/JEFFERSON
 HZ2147  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ2147
 HZ2147                         *CURRENT SURVEY CONTROL
 HZ2147  ___________________________________________________________________
 HZ2147* NAD 83(1993)-  38 16 54.77102(N)    085 42 01.93781(W)     ADJUSTED  
 HZ2147* NAVD 88     -                                                        
 HZ2147  ___________________________________________________________________
 HZ2147  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 HZ2147  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HZ2147
 HZ2147  HORZ ORDER  -  THIRD
 HZ2147
 HZ2147.The horizontal coordinates were established by classical geodetic methods
 HZ2147.and adjusted by the National Geodetic Survey in December 1995..
 HZ2147
 HZ2147
 HZ2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2147
 HZ2147.The geoid height was determined by GEOID03.
 HZ2147
 HZ2147;                    North         East     Units Scale Factor Converg.
 HZ2147;SPC KY1Z     - 1,216,257.989 1,504,327.359   MT  0.99992992   +0 01 49.3
 HZ2147;SPC KY1Z     - 3,990,339.75  4,935,447.34   sFT  0.99992992   +0 01 49.3
 HZ2147;SPC KY N     -    87,785.463   373,094.263   MT  0.99996729   -0 54 08.4
 HZ2147;SPC KY N     -   288,009.47  1,224,060.09   sFT  0.99996729   -0 54 08.4
 HZ2147;SPC IN E     -   336,782.059    97,036.495   MT  0.99996677   -0 01 15.5
 HZ2147;SPC IN E     - 1,104,925.81    318,360.57   sFT  0.99996677   -0 01 15.5
 HZ2147;UTM  16      - 4,237,889.580   613,653.471   MT  0.99975908   +0 48 18.5
 HZ2147
 HZ2147                          SUPERSEDED SURVEY CONTROL
 HZ2147
 HZ2147  NAD 83(1986)-  38 16 54.77452(N)    085 42 01.94512(W) AD(       ) 4
 HZ2147  NAD 27      -  38 16 54.54000(N)    085 42 02.07000(W) AD(       ) 3
 HZ2147
 HZ2147.Superseded values are not recommended for survey control.
 HZ2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2147.See file dsdata.txt to determine how the superseded data were derived.
 HZ2147
 HZ2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1365337890(NAD 83)
 HZ2147_MARKER: 54 = WATER TOWER
 HZ2147
 HZ2147  HISTORY     - Date     Condition        Report By
 HZ2147  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2147  HISTORY     - 1935     GOOD             CGS
 HZ2147  HISTORY     - 1975     GOOD             NGS
 HZ2147
 HZ2147                          STATION DESCRIPTION
 HZ2147
 HZ2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2147'FRANKFORD AND STILZ STREETS.
 HZ2147
 HZ2147                          STATION RECOVERY (1935)
 HZ2147
 HZ2147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2147'STATION IS THE FINIAL OF THE MONUMENT AT THE RIVERSIDE PUMPING
 HZ2147'STATION OF THE LOUISVILLE WATER CO., ABOUT 3 MILES NNE OF THE
 HZ2147'CENTER OF LOUISVILLE.
 HZ2147'
 HZ2147'STATION WAS CUT-IN FROM STATIONS BLIND ASYLUM 2 AND CHURCH.
 HZ2147'
 HZ2147'THIS IS EVIDENTLY THE SAME CUT-IN AS THE ONE DESCRIBED BY G.L.A. 1933
 HZ2147'AS BEING LITE ON WATER TOWER, LOUISVILLE WATERWORKS.
 HZ2147
 HZ2147                          STATION RECOVERY (1975)
 HZ2147
 HZ2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 HZ2147'RECOVERED AS DESCRIBED.
 HZ2147'
 HZ2147'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOUISVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2198 ***********************************************************************
 HZ2198  DESIGNATION -  LOUISVILLE WOOD MOSAIC CO TANK
 HZ2198  PID         -  HZ2198
 HZ2198  STATE/COUNTY-  KY/JEFFERSON
 HZ2198  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ2198
 HZ2198                         *CURRENT SURVEY CONTROL
 HZ2198  ___________________________________________________________________
 HZ2198* NAD 83(1993)-  38 10 28.91993(N)    085 45 04.99673(W)     ADJUSTED  
 HZ2198* NAVD 88     -                                                        
 HZ2198  ___________________________________________________________________
 HZ2198  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 HZ2198  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HZ2198
 HZ2198  HORZ ORDER  -  THIRD
 HZ2198
 HZ2198.The horizontal coordinates were established by classical geodetic methods
 HZ2198.and adjusted by the National Geodetic Survey in December 1995..
 HZ2198
 HZ2198
 HZ2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2198
 HZ2198.The geoid height was determined by GEOID03.
 HZ2198
 HZ2198;                    North         East     Units Scale Factor Converg.
 HZ2198;SPC KY1Z     - 1,204,360.588 1,499,878.390   MT  0.99991845   -0 00 03.1
 HZ2198;SPC KY1Z     - 3,951,306.36  4,920,851.02   sFT  0.99991845   -0 00 03.1
 HZ2198;SPC KY N     -    75,961.519   368,451.957   MT  0.99997504   -0 56 02.3
 HZ2198;SPC KY N     -   249,217.08  1,208,829.46   sFT  0.99997504   -0 56 02.3
 HZ2198;UTM  16      - 4,225,935.229   609,366.292   MT  0.99974731   +0 46 18.5
 HZ2198
 HZ2198                          SUPERSEDED SURVEY CONTROL
 HZ2198
 HZ2198  NAD 83(1986)-  38 10 28.92417(N)    085 45 05.00499(W) AD(       ) 4
 HZ2198  NAD 27      -  38 10 28.66400(N)    085 45 05.14400(W) AD(       ) 3
 HZ2198
 HZ2198.Superseded values are not recommended for survey control.
 HZ2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2198.See file dsdata.txt to determine how the superseded data were derived.
 HZ2198
 HZ2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0936625935(NAD 83)
 HZ2198_MARKER: 53 = ELEVATED TANK
 HZ2198
 HZ2198  HISTORY     - Date     Condition        Report By
 HZ2198  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2198  HISTORY     - 1957     GOOD             CGS
 HZ2198  HISTORY     - 1961     GOOD             CGS
 HZ2198  HISTORY     - 1963     GOOD             CGS
 HZ2198  HISTORY     - 1975     GOOD             NGS
 HZ2198  HISTORY     - 1978     GOOD             NGS
 HZ2198  HISTORY     - 1982     GOOD             NGS
 HZ2198
 HZ2198                          STATION DESCRIPTION
 HZ2198
 HZ2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2198'LOUISVILLE, EGAN AVENUE.
 HZ2198
 HZ2198                          STATION RECOVERY (1957)
 HZ2198
 HZ2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KET)
 HZ2198'IN SOUTH LOUISVILLE APPROXIMATELY 350 FEET S.W. OF INTERSECTION OF
 HZ2198'CRITTENDEN DRIVE AND EGAN AVENUE, ON PROPERTY OWNED BY BLUE
 HZ2198'GRASS COOPERAGE CO. THE PROPERTY AND TANK WAS PURCHASED FROM WOOD
 HZ2198'MOSAIC CO. IN 1947. THE TANK BEARS AN ADVERTISEMENT IN RED,
 HZ2198'YELLOW AND WHITE TO THE PROMOTION OF EARLY TIMES 90 PROOF KENTUCKY
 HZ2198'BOURBON.
 HZ2198'
 HZ2198'THE TANK IS ABOUT 130 FEET HIGH WITH A GLOBULAR BOTTOM, A BALL ON TOP
 HZ2198'AND A CATWALK AROUND ITS LOWER HALF.
 HZ2198
 HZ2198                          STATION RECOVERY (1961)
 HZ2198
 HZ2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WLM)
 HZ2198'STATION RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION BY K.M.T.
 HZ2198'IS ADEQUATE AND COMPLETE FOR RECOVERY.
 HZ2198
 HZ2198                          STATION RECOVERY (1963)
 HZ2198
 HZ2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 HZ2198'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HZ2198
 HZ2198                          STATION RECOVERY (1975)
 HZ2198
 HZ2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 HZ2198'RECOVERED AS DESCRIBED BUT THE TANK IS NOW PAINTED GRAY.
 HZ2198'
 HZ2198'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT STANDIFORD
 HZ2198'FIELD, LOUISVILLE, KY.
 HZ2198
 HZ2198                          STATION RECOVERY (1978)
 HZ2198
 HZ2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 HZ2198'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HZ2198'
 HZ2198'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTH
 HZ2198'LOUISVILLE.
 HZ2198
 HZ2198                          STATION RECOVERY (1982)
 HZ2198
 HZ2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 HZ2198'RECOVERED IN GOOD CONDITION.  THE TANK IS NOW PAINTED LIGHT
 HZ2198'GREEN.
 HZ2198'
 HZ2198'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH PART OF
 HZ2198'LOUISVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1929 ***********************************************************************
 GC1929  DESIGNATION -  LUCAS
 GC1929  PID         -  GC1929
 GC1929  STATE/COUNTY-  KY/BARREN
 GC1929  USGS QUAD   -  LUCAS (1965)
 GC1929
 GC1929                         *CURRENT SURVEY CONTROL
 GC1929  ___________________________________________________________________
 GC1929* NAD 83(1986)-  36 53 31.     (N)    086 02 16.     (W)     SCALED    
 GC1929* NAVD 88     -       232.14   (meters)     761.6    (feet)  RESET     
 GC1929  ___________________________________________________________________
 GC1929  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GC1929
 GC1929  VERT ORDER  -  THIRD
 GC1929
 GC1929.The horizontal coordinates were scaled from a topographic map and have
 GC1929.an estimated accuracy of +/- 6 seconds.
 GC1929
 GC1929.The orthometric height was computed from unverified reset data.
 GC1929.No vertical observational check was made to the station.
 GC1929
 GC1929.The geoid height was determined by GEOID03.
 GC1929
 GC1929;                    North         East    Units  Estimated Accuracy
 GC1929;SPC KY1Z     - 1,062,040.    1,474,350.      MT  (+/- 180 meters Scaled)
 GC1929
 GC1929                          SUPERSEDED SURVEY CONTROL
 GC1929
 GC1929  NGVD 29 (10/08/05)  232.28   (m)          762.1    (f) RESET       3  
 GC1929
 GC1929.Superseded values are not recommended for survey control.
 GC1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1929.See file dsdata.txt to determine how the superseded data were derived.
 GC1929
 GC1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF857833(NAD 83)
 GC1929_MARKER: DS = TRIANGULATION STATION DISK
 GC1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1929_STAMPING: LUCAS 1950
 GC1929_MARK LOGO: CGS   
 GC1929_PROJECTION: FLUSH
 GC1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1929+STABILITY: SURFACE MOTION
 GC1929
 GC1929  HISTORY     - Date     Condition        Report By
 GC1929  HISTORY     - 1978     MONUMENTED       NGS
 GC1929
 GC1929                          STATION DESCRIPTION
 GC1929
 GC1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GC1929'IN LUCAS.
 GC1929'IN LUCAS, ON THE GROUNDS OF THE PETERS CREEK BAPTIST CHURCH, 64
 GC1929'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 29 FEET SOUTH
 GC1929'OF A 16-INCH HICKORY TREE, 49 FEET SOUTHEAST OF A WOODEN UTILITY
 GC1929'LIGHT POLE, AND 15 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 GC1929'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2066 ***********************************************************************
 GC2066  DESIGNATION -  LUCAS
 GC2066  PID         -  GC2066
 GC2066  STATE/COUNTY-  KY/BARREN
 GC2066  USGS QUAD   -  LUCAS (1965)
 GC2066
 GC2066                         *CURRENT SURVEY CONTROL
 GC2066  ___________________________________________________________________
 GC2066* NAD 83(1993)-  36 53 31.81813(N)    086 02 16.44915(W)     ADJUSTED  
 GC2066* NAVD 88     -       232.16   (+/-2cm)     761.7    (feet)  VERTCON   
 GC2066  ___________________________________________________________________
 GC2066  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 GC2066  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GC2066
 GC2066  HORZ ORDER  -  THIRD
 GC2066  VERT ORDER  -  THIRD ? (See Below)
 GC2066
 GC2066.The horizontal coordinates were established by classical geodetic methods
 GC2066.and adjusted by the National Geodetic Survey in December 1995..
 GC2066
 GC2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2066.The vertical order pertains to the NGVD 29 superseded value.
 GC2066
 GC2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2066
 GC2066.The geoid height was determined by GEOID03.
 GC2066
 GC2066;                    North         East     Units Scale Factor Converg.
 GC2066;SPC KY1Z     - 1,062,063.388 1,474,335.898   MT  1.00005122   -0 10 36.3
 GC2066;SPC KY1Z     - 3,484,452.97  4,837,050.36   sFT  1.00005122   -0 10 36.3
 GC2066;SPC KY S     -   562,055.355   474,337.854   MT  0.99997497   -0 10 28.6
 GC2066;SPC KY S     - 1,844,009.94  1,556,223.44   sFT  0.99997497   -0 10 28.6
 GC2066;UTM  16      - 4,083,342.828   585,725.512   MT  0.99969053   +0 34 39.3
 GC2066
 GC2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2066!SPC KY1Z     -   0.99996834  x   1.00005122  =   1.00001956
 GC2066!SPC KY S     -   0.99996834  x   0.99997497  =   0.99994331
 GC2066!UTM  16      -   0.99996834  x   0.99969053  =   0.99965888
 GC2066
 GC2066:                Primary Azimuth Mark                     Grid Az
 GC2066:SPC KY1Z     -  LUCAS AZ MK                              032 42 56.1
 GC2066:SPC KY S     -  LUCAS AZ MK                              032 42 48.4
 GC2066:UTM  16      -  LUCAS AZ MK                              031 57 40.5
 GC2066
 GC2066|---------------------------------------------------------------------|
 GC2066| PID    Reference Object                     Distance      Geod. Az  |
 GC2066|                                                           dddmmss.s |
 GC2066| CG6827 LUCAS AZ MK                                        0323219.8 |
 GC2066| CG6828 LUCAS RM 1                           28.988 METERS 03742     |
 GC2066| GC2068 W 9                                  33.739 METERS 07615     |
 GC2066| GC1930 LUCAS RM 2                           13.959 METERS 11717     |
 GC2066| GC2067 SMITH                               APPROX. 6.8 KM 3345230.0 |
 GC2066|---------------------------------------------------------------------|
 GC2066
 GC2066                          SUPERSEDED SURVEY CONTROL
 GC2066
 GC2066  NAD 83(1986)-  36 53 31.82795(N)    086 02 16.45506(W) AD(       ) 3
 GC2066  NAD 27      -  36 53 31.65700(N)    086 02 16.53300(W) AD(       ) 3
 GC2066  NGVD 29 (07/19/86)  232.29   (m)          762.1    (f) LEVELING    3  
 GC2066
 GC2066.Superseded values are not recommended for survey control.
 GC2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2066.See file dsdata.txt to determine how the superseded data were derived.
 GC2066
 GC2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8572683343(NAD 83)
 GC2066_MARKER: DS = TRIANGULATION STATION DISK
 GC2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2066_STAMPING: LUCAS 1950
 GC2066_MARK LOGO: CGS   
 GC2066
 GC2066  HISTORY     - Date     Condition        Report By
 GC2066  HISTORY     - 1950     MONUMENTED       CGS
 GC2066  HISTORY     - 1978     GOOD             NGS
 GC2066  HISTORY     - 20051017 MARK NOT FOUND   GRWAS
 GC2066
 GC2066                          STATION DESCRIPTION
 GC2066
 GC2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2066'STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF SCOTTSVILLE AND 10
 GC2066'MILES SOUTH OF GLASGOW ON THE GROUNDS OF THE PETERS CREEK BAPTIST
 GC2066'CHURCH. IT IS 96 FEET SOUTHWEST OF A WHITE WITNESS POST, 64 FEET
 GC2066'SOUTHWEST OF THE NORTHWEST CORNER OF CHURCH AND 21 FEET NORTH OF
 GC2066'CENTER OF A DIRT ROAD. THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GC2066'IS STAMPED---LUCAS 1950.
 GC2066'
 GC2066'REFERENCE MARK NO.1 IS 1 FOOT SOUTH OF A WHITE WITNESS POST AND 1
 GC2066'FOOT WEST OF THE NORTHEAST CORNER OF CHURCH. THE MARK IS FLUSH WITH
 GC2066'THE GROUND AND THE DISK IS STAMPED---LUCAS NO 1 1950.
 GC2066'
 GC2066'REFERENCE MARK NO.2 IS 13 FEET NORTH OF CENTER OF DIRT ROAD. THE MARK
 GC2066'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED---LUCAS NO 2 1950.
 GC2066'
 GC2066'W 9 23 (USGS) BM IS 73 FEET WEST OF THE CENTER OF U.S.HIGHWAY 31 E.
 GC2066'THE DISK IS SET FLUSH IN THE BOTTOM STEP OF ENTRANCE INTO CHURCH AND
 GC2066'IS A STANDARD USGS BM DISK STAMPED---W-9-23.
 GC2066'
 GC2066'AZIMUTH MARK IS 25 FEET EAST OF CENTER OF HIGHWAY 31E, 4 FEET WEST OF
 GC2066'A FENCE LINE, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT SOUTH
 GC2066'OF A TELEPHONE POLE. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GC2066'STAMPED---LUCAS 1950.
 GC2066'
 GC2066'TO REACH STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE IN
 GC2066'GLASGOW, GO SOUTH ON U.S.HIGHWAY 31 E FOR 10.5 MILES TO THE AZIMUTH
 GC2066'MARK ON LEFT AS DESCRIBED, CONTINUE AHEAD ON HIGHWAY FOR 0.55 MILE TO
 GC2066'THE PETERS CREEK BAPTIST CHURCH AND STATION ON RIGHT AS DESCRIBED.
 GC2066'
 GC2066'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2066
 GC2066                          STATION RECOVERY (1978)
 GC2066
 GC2066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GC2066'THE STATION MARK, REFERENCE MARK 2 AND W9 23 USGS BM WERE FOUND IN
 GC2066'GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED DESTROYED
 GC2066'BY A NEW ADDITION TO THE CHURCH.  THE AZIMUTH MARK WAS NOT FOUND AND
 GC2066'COULD POSSIBLY HAVE BEEN DESTROYED BY GRADING AN EXTENDED SEARCH WAS
 GC2066'NOT MADE BECAUSE NEW ADDITION ON THE CHURCH WOULD OBSTRUCT IT.  THE
 GC2066'DISTANCE TO THE BM AND REFERENCE MARK 2 CHECKED AS DID THE DIRECTION
 GC2066'BETWEEN THEM.  REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 GC2066'
 GC2066'THE STATION IS LOCATED AT LUCAS ON THE GROUNDS OF THE PETERS CREEK
 GC2066'BAPTIST CHURCH, 64 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GC2066'CHURCH, 29 FEET SOUTH OF A 16 INCH HICKORY TREE, 49 FEET SOUTHEAST OF
 GC2066'A WOODEN UTILITY LIGHT POLE AND 15 FEET NORTH OF THE CENTERLINE OF A
 GC2066'GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---LUCAS
 GC2066'1950---.
 GC2066'
 GC2066'REFERENCE MARK 2 IS 64 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 GC2066'CHURCH, 75 FEET SOUTHWEST OF THE SOUTHEAST CORNER AND 12 FEET NORTH OF
 GC2066'THE CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE
 GC2066'DISK IS STAMPED---LUCAS NO 2 1950---.
 GC2066'
 GC2066'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---LUCAS 1950 NO 3
 GC2066'1978---SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE BOTTOM
 GC2066'STEP TO THE BACK DOOR OF THE CHURCH, 7 FEET SOUTHWEST OF THE CENTER
 GC2066'OF THE REAR DOOR AND 15 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 GC2066'CHURCH.
 GC2066'
 GC2066'W 9 23 USGS BM IS A STANDARD USGS DISK STAMPED 754 W-9-23 SET IN THE
 GC2066'SOUTH END OF THE BOTTOM STEP AT FRONT ENTRANCE TO THE CHURCH.
 GC2066
 GC2066                          STATION RECOVERY (2005)
 GC2066
 GC2066'RECOVERY NOTE BY GRW AERIAL SURVEY 2005 (LER)
 GC2066'AREA NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1930 ***********************************************************************
 GC1930  DESIGNATION -  LUCAS RM 2
 GC1930  PID         -  GC1930
 GC1930  STATE/COUNTY-  KY/BARREN
 GC1930  USGS QUAD   -  LUCAS (1965)
 GC1930
 GC1930                         *CURRENT SURVEY CONTROL
 GC1930  ___________________________________________________________________
 GC1930* NAD 83(1986)-  36 53 31.     (N)    086 02 16.     (W)     SCALED    
 GC1930* NAVD 88     -       231.10   (meters)     758.2    (feet)  RESET     
 GC1930  ___________________________________________________________________
 GC1930  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GC1930
 GC1930  VERT ORDER  -  THIRD
 GC1930
 GC1930.The horizontal coordinates were scaled from a topographic map and have
 GC1930.an estimated accuracy of +/- 6 seconds.
 GC1930
 GC1930.The orthometric height was computed from unverified reset data.
 GC1930.No vertical observational check was made to the station.
 GC1930
 GC1930.The geoid height was determined by GEOID03.
 GC1930
 GC1930;                    North         East    Units  Estimated Accuracy
 GC1930;SPC KY1Z     - 1,062,040.    1,474,350.      MT  (+/- 180 meters Scaled)
 GC1930
 GC1930                          SUPERSEDED SURVEY CONTROL
 GC1930
 GC1930  NGVD 29 (10/08/05)  231.24   (m)          758.7    (f) RESET       3  
 GC1930
 GC1930.Superseded values are not recommended for survey control.
 GC1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1930.See file dsdata.txt to determine how the superseded data were derived.
 GC1930
 GC1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF857833(NAD 83)
 GC1930_MARKER: DR = REFERENCE MARK DISK
 GC1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1930_STAMPING: LUCAS NO 2 1950
 GC1930_PROJECTION: FLUSH
 GC1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1930+STABILITY: SURFACE MOTION
 GC1930
 GC1930  HISTORY     - Date     Condition        Report By
 GC1930  HISTORY     - 1950     MONUMENTED       CGS
 GC1930  HISTORY     - 20051017 MARK NOT FOUND   GRWAS
 GC1930
 GC1930                          STATION DESCRIPTION
 GC1930
 GC1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GC1930'IN LUCAS.
 GC1930'IN LUCAS, ON THE GROUNDS OF THE PETERS CREEK BAPTIST CHURCH, 64 FEET
 GC1930'SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 75 FEET SOUTHWEST
 GC1930'OF THE SOUTHEAST CORNER AND 12 FEET NORTH OF THE CENTERLINE OF A
 GC1930'GRAVELED ROAD.
 GC1930
 GC1930                          STATION RECOVERY (2005)
 GC1930
 GC1930'RECOVERY NOTE BY GRW AERIAL SURVEY 2005 (LER)
 GC1930'AREA NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1931 ***********************************************************************
 GC1931  DESIGNATION -  LUCAS RM 3
 GC1931  PID         -  GC1931
 GC1931  STATE/COUNTY-  KY/BARREN
 GC1931  USGS QUAD   -  LUCAS (1965)
 GC1931
 GC1931                         *CURRENT SURVEY CONTROL
 GC1931  ___________________________________________________________________
 GC1931* NAD 83(1986)-  36 53 31.     (N)    086 02 16.     (W)     SCALED    
 GC1931* NAVD 88     -       230.33   (meters)     755.7    (feet)  RESET     
 GC1931  ___________________________________________________________________
 GC1931  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GC1931
 GC1931  VERT ORDER  -  THIRD
 GC1931
 GC1931.The horizontal coordinates were scaled from a topographic map and have
 GC1931.an estimated accuracy of +/- 6 seconds.
 GC1931
 GC1931.The orthometric height was computed from unverified reset data.
 GC1931.No vertical observational check was made to the station.
 GC1931
 GC1931.The geoid height was determined by GEOID03.
 GC1931
 GC1931;                    North         East    Units  Estimated Accuracy
 GC1931;SPC KY1Z     - 1,062,040.    1,474,350.      MT  (+/- 180 meters Scaled)
 GC1931
 GC1931                          SUPERSEDED SURVEY CONTROL
 GC1931
 GC1931  NGVD 29 (10/08/05)  230.46   (m)          756.1    (f) RESET       3  
 GC1931
 GC1931.Superseded values are not recommended for survey control.
 GC1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1931.See file dsdata.txt to determine how the superseded data were derived.
 GC1931
 GC1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF857833(NAD 83)
 GC1931_MARKER: DR = REFERENCE MARK DISK
 GC1931_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GC1931_SP_SET: CHURCH STEP
 GC1931_STAMPING: LUCAS 1950 NO 3 1978
 GC1931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1931
 GC1931  HISTORY     - Date     Condition        Report By
 GC1931  HISTORY     - 1978     MONUMENTED       NGS
 GC1931  HISTORY     - 20051017 MARK NOT FOUND   GRWAS
 GC1931
 GC1931                          STATION DESCRIPTION
 GC1931
 GC1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GC1931'IN LUCAS.
 GC1931'IN LUCAS, IN SOUTHWEST CORNER OF THE BOTTOM STEP OF THE BACK DOOR
 GC1931'TO THE PETERS CREEK BAPTIST CHURCH, 7 FEET SOUTHWEST OF THE CENTER
 GC1931'OF THE BACK DOOR AND 15 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 GC1931'THE CHURCH.
 GC1931
 GC1931                          STATION RECOVERY (2005)
 GC1931
 GC1931'RECOVERY NOTE BY GRW AERIAL SURVEY 2005 (LER)
 GC1931'NEW CONCRETE STEPS AT CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2026 ***********************************************************************
 GY2026  DESIGNATION -  LUCINDA
 GY2026  PID         -  GY2026
 GY2026  STATE/COUNTY-  KY/LESLIE
 GY2026  USGS QUAD   -  HYDEN WEST (1980)
 GY2026
 GY2026                         *CURRENT SURVEY CONTROL
 GY2026  ___________________________________________________________________
 GY2026* NAD 83(1993)-  37 08 28.58954(N)    083 28 42.23014(W)     ADJUSTED  
 GY2026* NAVD 88     -       566.044  (meters)    1857.10   (feet)  ADJUSTED  
 GY2026  ___________________________________________________________________
 GY2026  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 GY2026  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GY2026  DYNAMIC HT  -         565.579 (meters)    1855.57  (feet)  COMP
 GY2026  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 GY2026
 GY2026  HORZ ORDER  -  SECOND
 GY2026  VERT ORDER  -  SECOND    CLASS 0
 GY2026
 GY2026.The horizontal coordinates were established by classical geodetic methods
 GY2026.and adjusted by the National Geodetic Survey in December 1995..
 GY2026
 GY2026.The orthometric height was determined by differential leveling
 GY2026.and adjusted by the National Geodetic Survey in June 1991..
 GY2026
 GY2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY2026
 GY2026.The geoid height was determined by GEOID03.
 GY2026
 GY2026.The dynamic height is computed by dividing the NAVD 88
 GY2026.geopotential number by the normal gravity value computed on the
 GY2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2026.degrees latitude (g = 980.6199 gals.).
 GY2026
 GY2026.The modeled gravity was interpolated from observed gravity values.
 GY2026
 GY2026;                    North         East     Units Scale Factor Converg.
 GY2026;SPC KY1Z     - 1,092,125.459 1,701,801.827   MT  0.99998664   +1 23 40.8
 GY2026;SPC KY1Z     - 3,583,081.61  5,583,328.16   sFT  0.99998664   +1 23 40.8
 GY2026;SPC KY S     -   592,086.285   701,795.127   MT  0.99995104   +1 22 39.5
 GY2026;SPC KY S     - 1,942,536.42  2,302,472.85   sFT  0.99995104   +1 22 39.5
 GY2026;UTM  17      - 4,113,420.245   279,871.842   MT  1.00019696   -1 29 49.2
 GY2026
 GY2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY2026!SPC KY1Z     -   0.99991605  x   0.99998664  =   0.99990269
 GY2026!SPC KY S     -   0.99991605  x   0.99995104  =   0.99986709
 GY2026!UTM  17      -   0.99991605  x   1.00019696  =   1.00011299
 GY2026
 GY2026|---------------------------------------------------------------------|
 GY2026| PID    Reference Object                     Distance      Geod. Az  |
 GY2026|                                                           dddmmss.s |
 GY2026| GY3290 LUCINDA LOOKOUT TOWER                 8.692 METERS 04149     |
 GY2026| GY3289 THOUSAND                            APPROX. 6.9 KM 0662332.3 |
 GY2026| GY2029 LUCINDA RM 3                          9.315 METERS 07222     |
 GY2026| GY2024 LUCINDA AZ MK                                      0753418.2 |
 GY2026| GY2027 LUCINDA RM 1                         17.475 METERS 07944     |
 GY2026| GY2028 LUCINDA RM 2                         19.489 METERS 17200     |
 GY2026| GY2030 LUCINDA RM 4                         12.864 METERS 18228     |
 GY2026|---------------------------------------------------------------------|
 GY2026
 GY2026                          SUPERSEDED SURVEY CONTROL
 GY2026
 GY2026  NAD 83(1986)-  37 08 28.59703(N)    083 28 42.23527(W) AD(       ) 2
 GY2026  NAD 27      -  37 08 28.26600(N)    083 28 42.56100(W) AD(       ) 2
 GY2026  NGVD 29 (??/??/92)  566.206  (m)         1857.63   (f) ADJ UNCH    2 0
 GY2026
 GY2026.Superseded values are not recommended for survey control.
 GY2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2026.See file dsdata.txt to determine how the superseded data were derived.
 GY2026
 GY2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB7987213420(NAD 83)
 GY2026_MARKER: DS = TRIANGULATION STATION DISK
 GY2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2026_STAMPING: LUCINDA 1950 1857.627
 GY2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2026+STABILITY: SURFACE MOTION
 GY2026
 GY2026  HISTORY     - Date     Condition        Report By
 GY2026  HISTORY     - 1950     MONUMENTED       CGS
 GY2026  HISTORY     - 1970     GOOD             NGS
 GY2026  HISTORY     - 1970     GOOD             NGS
 GY2026
 GY2026                          STATION DESCRIPTION
 GY2026
 GY2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY2026'STATION IS LOCATED ABOUT 15 MILES EAST OF MANCHESTER AND 6 MILES WEST
 GY2026'OF HYDEN ON TOP OF A HIGH HILL NEAR THE LUCINDA LOOKOUT TOWER.  IT
 GY2026'IS 14 FEET SOUTHWEST OF THE SOUTHWEST LEG OF LOOKOUT TOWER AND 13
 GY2026'FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE
 GY2026'GROUND AND THE DISK IS STAMPED LUCINDA 1950.
 GY2026'
 GY2026'REFERENCE MARK NO.1 PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GY2026'LUCINDA NO 1 1950.
 GY2026'
 GY2026'REFERENCE MARK NO.2 IS 29 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GY2026'STONE BUILDING.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GY2026'DISK IS STAMPED LUCINDA NO 2 1950.
 GY2026'
 GY2026'AZIMUTH MARK IS ABOUT 250 FEET WEST OF HIGHWAY 80 AND 215 FEET WEST
 GY2026'OF A WHITE WITNESS POST.  THE DISK IS SET FLUSH IN A 30-FOOT
 GY2026'BOULDER WHICH IS ABOUT 6 FEET ABOVE GROUND LEVEL AND IS STAMPED
 GY2026'LUCINDA 1950.
 GY2026'
 GY2026'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE BASE OF LUCINDA
 GY2026'LOOKOUT TOWER.  THE DISTANCE WAS FOUND TO BE 28.6 FEET,
 GY2026'8.72 METERS.
 GY2026'
 GY2026'TO REACH STATION FROM THE JUNCTION OF U.S.HIGHWAY 421 AND STATE
 GY2026'HIGHWAY 80 IN HYDEN GO WEST ON HIGHWAY 80 FOR 7.2 MILES TO A ROCK
 GY2026'ROAD LEFT, JUST BEFORE REACHING SUMMIT OF HILL, TURN LEFT ON ROCK
 GY2026'ROAD AND GO 0.7 MILE TO A ROAD FORK, TURN LEFT AND GO 0.45
 GY2026'MILE TO THE LUCINDA LOOKOUT TOWER AND STATION AS DESCRIBED.
 GY2026'
 GY2026'*TO REACH AZIMUTH MARK FROM THE ROCK ROAD OFF OF HIGHWAY 80, GO WEST
 GY2026'ON HIGHWAY FOR 0.5 MILE TO A SMALL VALLEY ON LEFT AND WHITE WITNESS
 GY2026'POST, TURN LEFT AND PACK UP TRAIL TO THE AZIMUTH MARK ON RIGHT SIDE
 GY2026'OF TRAIL AS DESCRIBED.
 GY2026'
 GY2026'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GY2026
 GY2026                          STATION RECOVERY (1970)
 GY2026
 GY2026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GY2026'THE STATION MARK ONLY WAS RECOVERED.  THE CONCRETE MONUMENT FOR
 GY2026'REFERENCE MARK NO. 1 WAS FOUND WITH THE TOP BROKEN OFF ABOUT 3
 GY2026'INCHES BELOW THE SURFACE OF THE GROUND.  PIECES OF BROKEN CONCRETE
 GY2026'WERE FOUND ABOUT 1 FOOT BELOW THE GROUND WHERE REFERENCE MARK NO. 2
 GY2026'WAS ORIGINALLY LOCATED.  THIS MARK HAS BEEN DESTROYED FOR
 GY2026'SEVERAL YEARS BY THE GRADING OF A ROAD TO THE LOOKOUT TOWER.
 GY2026'
 GY2026'THERE ARE PROPERTY MARKERS NEARBY THAT MAY HAVE BEEN MISTAKEN FOR OUR
 GY2026'MARKS.  A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK
 GY2026'BUT IT COULD NOT BE FOUND AND IS THOUGHT DESTROYED AS THE LARGE
 GY2026'BOULDER MENTIONED IN THE ORIGINAL DESCRIPTION IS VERY EVIDENT.
 GY2026'TWO NEW REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED THIS
 GY2026'DATE.  THE CENTER OF THE LUCINDA LOOKOUT TOWER WAS DETERMINED, AND
 GY2026'THE POINT MARKED.  THE STATION WAS THEN OCCUPIED AND THE
 GY2026'HORIZONTAL ANGLES OBSERVED BETWEEN THE REFERENCE MARKS AND
 GY2026'LUCINDA LOOKOUT TOWER (1950). IN CHECKING THE TRAVERSE MEASUREMENT
 GY2026'BETWEEN THE STATION AND THE TOWER CENTER, THE DISTANCE MEASURED WAS
 GY2026'28.42 FEET - 8.662 METERS AS OPPOSED TO THE 1950 MEASURED DISTANCE OF
 GY2026'28.6 FEET - 8.72 METERS, A DISCREPANCY OF - 0.18 OF A FOOT
 GY2026'AND - 0.058 METERS.  ALL MARKS AT THIS STATION WERE LEVELED THROUGH
 GY2026'IN 1957.  AN ELEVATION WAS TRANSFERRED FROM BENCH MARK LUCINDA TO
 GY2026'EACH OF THE NEWLY ESTABLISHED REFERENCE MARKS.
 GY2026'
 GY2026'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GY2026'
 GY2026'THE STATION IS LOCATED ABOUT 15 MILES EAST OF MANCHESTER AND 6 MILES
 GY2026'WEST OF HYDEN, ON THE TOP OF A HIGH HILL AT THE SITE OF THE LUCINDA
 GY2026'LOOKOUT TOWER IN THE DANIEL BOONE NATIONAL FOREST.
 GY2026'
 GY2026'TO REACH THE STATION FROM THE LESLIE COUNTY COURTHOUSE IN HYDEN, GO
 GY2026'WESTERLY ON U. S. HIGHWAY 421 AND STATE ROUTE 80 FOR 0.1 OF A MILE
 GY2026'TO THE NEW POST OFFICE, HERE CONTINUE WEST AND SOUTHWESTERLY ON
 GY2026'WINDING U. S. HIGHWAY 421 AND STATE ROUTE 80 FOR 7.05 MILES TO A
 GY2026'GRADED ROAD ON THE LEFT, IN A CURVE AND AT THE SUMMIT OF THE GRADE.
 GY2026'HERE BEAR LEFT ONTO THE GRADED, ROCKY, ROAD AND GO IN A GENERAL
 GY2026'NORTHWESTERLY DIRECTION FOR 0.7 OF A MILE TO A FORK.  HERE KEEP
 GY2026'THE LEFT FORK AND CONTINUE NORTHWESTERLY, UPHILL, ON A STEEP
 GY2026'WINDING ROAD FOR 0.45 OF A MILE TO THE LUCINDA LOOKOUT TOWER AND THE
 GY2026'STATION AS DESCRIBED.
 GY2026'
 GY2026'THE STATION IS 45.5 FEET SOUTH-SOUTHWEST OF A PROPERTY CORNER MARKER,
 GY2026'17.7 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A FIREPLACE
 GY2026'CHIMNEY AT THE NORTH END OF A ROCK SHELTER, 13 FEET SOUTHWEST OF THE
 GY2026'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 8 FEET EAST OF A
 GY2026'10-INCH BLACK LOCUST TREE, 3.0 FEET EAST OF A METAL WITNESS POST
 GY2026'AND SIGN, 2.5 FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD, AND IN
 GY2026'THE WEST TRACK OF THE ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF
 GY2026'A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE ROAD LEVEL
 GY2026'AND THE DISK IS STAMPED LUCINDA 1950 1857.627.
 GY2026'
 GY2026'REFERENCE MARK NO. 3 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GY2026'THE CONCRETE FOOTING FOR THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 0.4
 GY2026'OF A FOOT NORTH OF THE SOUTH EDGE OF THE FOOTING, 0.4 OF A FOOT
 GY2026'EAST OF THE WEST EDGE OF THE FOOTING, ABOUT 10 INCHES ABOVE THE
 GY2026'ELEVATION OF THE STATION MARK, AND THE DISK IS STAMPED LUCINDA 1950
 GY2026'NO 3 1970.
 GY2026'
 GY2026'REFERENCE MARK NO. 4 IS 15 FEET WEST OF THE APPROXIMATE CENTER OF
 GY2026'THE ROAD, 5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE STONE SHELTER
 GY2026'BUILDING, 0.6 OF A FOOT WEST OF THE EAST EDGE OF A LARGE SANDSTONE
 GY2026'ROCK, AND ABOUT 2.3 FEET BELOW THE ELEVATION OF THE STATION MARK.
 GY2026'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE
 GY2026'SANDSTONE ROCK IN THE LANDING OF THE STONE SHELTER, AND THE DISK
 GY2026'IS STAMPED LUCINDA 1950 NO 4 1970.
 GY2026'
 GY2026'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GY2026'REFERENCE MARK NO. 4 IS 60.02 FEET - 18.295 METERS.
 GY2026'
 GY2026'A TRAVERSE TIE WAS MADE TO THE CENTER OF THE LUCINDA LOOKOUT TOWER,
 GY2026'THE DISTANCE BEING 28.42 FEET - 8.662 METERS.
 GY2026'
 GY2026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES WEST
 GY2026'OF HYDEN.
 GY2026
 GY2026                          STATION RECOVERY (1970)
 GY2026
 GY2026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GY2026'8.3 MI W FROM HYDEN.
 GY2026'THE MARK WAS RECOVERED IN GOOD CONDITION.  ABOUT 7.1 MILES
 GY2026'WEST AND SOUTHWESTERLY ALONG U.S. HIGHWAY 421 AND STATE ROUTE
 GY2026'80 FROM THE LESLIE COUNTY COURTHOUSE IN HYDEN, TO A GRADED ROAD
 GY2026'LEFT IN A CURVE AT THE SUMMIT OF THE GRADE, THENCE NORTHWESTERLY
 GY2026'ON THE GRADED ROAD FOR 0.7 OF A MILE TO A FORK, THENCE LEFT,
 GY2026'NORTHWESTERLY, UPHILL, ON A STEEP WINDING ROAD FOR 0.45 OF A
 GY2026'MILE TO THE LUCINDA LOOKOUT TOWER AND THE MARK AS DESCRIBED.
 GY2026'THE MARK IS 45.5 FEET SOUTH-SOUTHWEST OF A PROPERTY CORNER MARKER,
 GY2026'42.21 FEET NORTH OF LUCINDA RM NO 4, 30.56 FEET WEST-SOUTHWEST
 GY2026'OF LUCINDA RM NO 3, 28.42 FEET SOUTHWEST OF THE CENTER OF THE
 GY2026'LOOKOUT TOWER, 17.7 FEET NORTH-NORTHEAST OF THE NORTHEAST
 GY2026'CORNER OF A FIREPLACE CHIMNEY AT THE NORTH END OF A ROCK SHELTER
 GY2026'BUILDING, 13 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 GY2026'TOWER, 8 FEET EAST OF A 10-INCH BLACK LOCUST TREE, 3.0 FEET EAST
 GY2026'OF A METAL WITNESS POST AND SIGN, 2.5 FEET WEST OF THE
 GY2026'APPROXIMATE CENTER OF THE ROAD, AND IN THE WEST TRACK OF THE
 GY2026'ROAD.  IT IS A STANDARD TRIANGULATION STATION DISK SET IN THE TOP
 GY2026'OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE ROAD
 GY2026'LEVEL AND THE DISK IS STAMPED LUCINDA 1950 1857.627.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3290 ***********************************************************************
 GY3290  DESIGNATION -  LUCINDA LOOKOUT TOWER
 GY3290  PID         -  GY3290
 GY3290  STATE/COUNTY-  KY/LESLIE
 GY3290  USGS QUAD   -  HYDEN WEST (1980)
 GY3290
 GY3290                         *CURRENT SURVEY CONTROL
 GY3290  ___________________________________________________________________
 GY3290* NAD 83(1993)-  37 08 28.79966(N)    083 28 41.99532(W)     ADJUSTED  
 GY3290* NAVD 88     -                                                        
 GY3290  ___________________________________________________________________
 GY3290  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 GY3290  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GY3290
 GY3290  HORZ ORDER  -  THIRD
 GY3290
 GY3290.The horizontal coordinates were established by classical geodetic methods
 GY3290.and adjusted by the National Geodetic Survey in December 1995..
 GY3290
 GY3290
 GY3290.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3290
 GY3290.The geoid height was determined by GEOID03.
 GY3290
 GY3290;                    North         East     Units Scale Factor Converg.
 GY3290;SPC KY1Z     - 1,092,132.075 1,701,807.463   MT  0.99998663   +1 23 41.0
 GY3290;SPC KY1Z     - 3,583,103.32  5,583,346.65   sFT  0.99998663   +1 23 41.0
 GY3290;SPC KY S     -   592,092.899   701,800.764   MT  0.99995103   +1 22 39.7
 GY3290;SPC KY S     - 1,942,558.12  2,302,491.34   sFT  0.99995103   +1 22 39.7
 GY3290;UTM  17      - 4,113,426.570   279,877.806   MT  1.00019693   -1 29 49.1
 GY3290
 GY3290                          SUPERSEDED SURVEY CONTROL
 GY3290
 GY3290  NAD 83(1986)-  37 08 28.80743(N)    083 28 42.00086(W) AD(       ) 4
 GY3290  NAD 27      -  37 08 28.47700(N)    083 28 42.32500(W) AD(       ) 3
 GY3290
 GY3290.Superseded values are not recommended for survey control.
 GY3290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3290.See file dsdata.txt to determine how the superseded data were derived.
 GY3290
 GY3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB7987813427(NAD 83)
 GY3290_MARKER: 57 = LOOKOUT TOWER
 GY3290
 GY3290  HISTORY     - Date     Condition        Report By
 GY3290  HISTORY     - 1950     FIRST OBSERVED   CGS
 GY3290
 GY3290                          STATION DESCRIPTION
 GY3290
 GY3290'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3290'STATION IS LOCATED ABOUT 15 MILES EAST OF MANCHESTER AND 6 MILES WEST
 GY3290'OF HYDEN ON TOP OF HIGH HILL.  IT IS ABOUT 98 FEET HIGH, OF STEEL
 GY3290'CONSTRUCTION WITH FOUR LEGS AND AN ENCLOSED OBSERVATION PLATFORM ON
 GY3290'TOP.  POINT OBSERVED ON AND TRAVERSED TO WAS THE CENTER OF BASE.
 GY3290'
 GY3290'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LUCINDA, TO
 GY3290'THE CENTER OF BASE OF TOWER. THE DISTANCE WAS 28.6 FEET, 8.72 METERS.
 GY3290'
 GY3290'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE
 GY3290'HIGHWAY 80 IN HYDEN, GO WEST ON HIGHWAY 80 FOR 7.2 MILES TO A
 GY3290'ROCK ROAD LEFT, JUST BEFORE REACHING THE SUMMIT OF HILL, TURN LEFT ON
 GY3290'ROCK ROAD AND GO 0.7 MILE TO A ROAD FORK, TURN LEFT AND GO 0.45
 GY3290'MILE TO THE STATION ON TOP OF HILL AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2029 ***********************************************************************
 GY2029  DESIGNATION -  LUCINDA RM 3
 GY2029  PID         -  GY2029
 GY2029  STATE/COUNTY-  KY/LESLIE
 GY2029  USGS QUAD   -  HYDEN WEST (1980)
 GY2029
 GY2029                         *CURRENT SURVEY CONTROL
 GY2029  ___________________________________________________________________
 GY2029* NAD 83(1986)-  37 08 28.     (N)    083 28 42.     (W)     SCALED    
 GY2029* NAVD 88     -       566.31   (meters)    1858.0    (feet)  RESET     
 GY2029  ___________________________________________________________________
 GY2029  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GY2029
 GY2029  VERT ORDER  -  THIRD
 GY2029
 GY2029.The horizontal coordinates were scaled from a topographic map and have
 GY2029.an estimated accuracy of +/- 6 seconds.
 GY2029
 GY2029.The orthometric height was computed from unverified reset data.
 GY2029.No vertical observational check was made to the station.
 GY2029
 GY2029.The geoid height was determined by GEOID03.
 GY2029
 GY2029;                    North         East    Units  Estimated Accuracy
 GY2029;SPC KY1Z     - 1,092,110.    1,701,810.      MT  (+/- 180 meters Scaled)
 GY2029
 GY2029                          SUPERSEDED SURVEY CONTROL
 GY2029
 GY2029  NGVD 29 (??/??/??)  566.47   (m)         1858.5    (f) RESET       3  
 GY2029
 GY2029.Superseded values are not recommended for survey control.
 GY2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2029.See file dsdata.txt to determine how the superseded data were derived.
 GY2029
 GY2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB798134(NAD 83)
 GY2029_MARKER: DR = REFERENCE MARK DISK
 GY2029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2029_SP_SET: FOUNDATION
 GY2029_STAMPING: LUCINDA 1950 NO 3 1970
 GY2029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2029
 GY2029  HISTORY     - Date     Condition        Report By
 GY2029  HISTORY     - 1970     MONUMENTED       NGS
 GY2029
 GY2029                          STATION DESCRIPTION
 GY2029
 GY2029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GY2029'8.3 MI W FROM HYDEN.
 GY2029'ABOUT 7.1 MILES WEST AND SOUTHWESTERLY ALONG U.S. HIGHWAY 421
 GY2029'AND STATE ROUTE 80 FROM THE LESLIE COUNTY COURTHOUSE IN HYDEN,
 GY2029'TO A GRADED ROAD LEFT IN A CURVE AT THE SUMMIT OF THE GRADE,
 GY2029'THENCE LEFT, NORTHWESTERLY ON THE GRADED ROAD FOR 0.7 OF A MILE
 GY2029'TO A FORK, THENCE LEFT, NORTHWESTERLY, UPHILL, ON A STEEP
 GY2029'WINDING ROAD FOR 0.45 OF A MILE TO THE LUCINDA LOOKOUT TOWER AND
 GY2029'THE LUCINDA 1950 TRIANGULATION STATION SITE.  IT IS 60.02 FEET
 GY2029'NORTHEAST OF LUCINDA RM NO 4, 30.56 FEET EAST-NORTHEAST OF
 GY2029'LUCINDA, 0.4 OF A FOOT NORTH OF THE SOUTH EDGE OF THE CONCRETE
 GY2029'FOOTING FOR THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 0.4 OF A
 GY2029'FOOT EAST OF THE WEST EDGE OF THE FOOTING, AND IS A STANDARD
 GY2029'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 GY2029'CONCRETE FOOTING AND IS STAMPED LUCINDA 1950 NO 3 1970.
 GY2029'ELEVATION TRANSFERRED TO THIS MARK FROM BENCH MARK LUCINDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2030 ***********************************************************************
 GY2030  DESIGNATION -  LUCINDA RM 4
 GY2030  PID         -  GY2030
 GY2030  STATE/COUNTY-  KY/LESLIE
 GY2030  USGS QUAD   -  HYDEN WEST (1980)
 GY2030
 GY2030                         *CURRENT SURVEY CONTROL
 GY2030  ___________________________________________________________________
 GY2030* NAD 83(1986)-  37 08 28.     (N)    083 28 42.     (W)     SCALED    
 GY2030* NAVD 88     -       565.36   (meters)    1854.9    (feet)  RESET     
 GY2030  ___________________________________________________________________
 GY2030  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GY2030
 GY2030  VERT ORDER  -  THIRD
 GY2030
 GY2030.The horizontal coordinates were scaled from a topographic map and have
 GY2030.an estimated accuracy of +/- 6 seconds.
 GY2030
 GY2030.The orthometric height was computed from unverified reset data.
 GY2030.No vertical observational check was made to the station.
 GY2030
 GY2030.The geoid height was determined by GEOID03.
 GY2030
 GY2030;                    North         East    Units  Estimated Accuracy
 GY2030;SPC KY1Z     - 1,092,110.    1,701,810.      MT  (+/- 180 meters Scaled)
 GY2030
 GY2030                          SUPERSEDED SURVEY CONTROL
 GY2030
 GY2030  NGVD 29 (??/??/??)  565.52   (m)         1855.4    (f) RESET       3  
 GY2030
 GY2030.Superseded values are not recommended for survey control.
 GY2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2030.See file dsdata.txt to determine how the superseded data were derived.
 GY2030
 GY2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB798134(NAD 83)
 GY2030_MARKER: DR = REFERENCE MARK DISK
 GY2030_SETTING: 66 = SET IN ROCK OUTCROP
 GY2030_SP_SET: ROCK
 GY2030_STAMPING: LUCINDA 1950 NO 4 1970
 GY2030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2030+STABILITY: POSITION/ELEVATION WELL
 GY2030
 GY2030  HISTORY     - Date     Condition        Report By
 GY2030  HISTORY     - 1970     MONUMENTED       NGS
 GY2030
 GY2030                          STATION DESCRIPTION
 GY2030
 GY2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GY2030'8.3 MI W FROM HYDEN.
 GY2030'ABOUT 7.1 MILES WEST AND SOUTHWESTERLY ALONG U.S. HIGHWAY 421
 GY2030'AND STATE ROUTE 80 FROM THE LESLIE COUNTY COURTHOUSE IN HYDEN
 GY2030'TO A GRADED ROAD LEFT IN A CURVE AT THE SUMMIT OF THE GRADE,
 GY2030'THENCE LEFT, NORTHWESTERLY ON THE GRADED ROAD FOR 0.7 OF A MILE
 GY2030'TO A FORK, THENCE LEFT, NORTHWESTERLY, UPHILL, ON A STEEP
 GY2030'WINDING ROAD FOR 0.45 OF A MILE TO THE LUCINDA LOOKOUT TOWER AND
 GY2030'THE LUCINDA 1950 TRIANGULATION STATION SITE.  IT IS 60.02 FEET
 GY2030'SOUTHWEST OF LUCINDA RM NO 3, 42.21 FEET SOUTH OF LUCINDA, 15
 GY2030'FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD, 5 FEET SOUTH
 GY2030'OF THE SOUTHEAST CORNER OF A STONE SHELTER BUILDING, 0.6 OF A
 GY2030'FOOT WEST OF THE EAST EDGE OF A LARGE SANDSTONE ROCK, AND IS A
 GY2030'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE
 GY2030'TOP OF A LARGE SANDSTONE ROCK IN THE LANDING OF THE STONE
 GY2030'SHELTER, AND THE DISK IS STAMPED LUCINDA 1950 NO 4 1970.
 GY2030'ELEVATION TRANSFERRED TO THIS MARK FROM BENCH MARK LUCINDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1542 ***********************************************************************
 HA1542  DESIGNATION -  LUCK
 HA1542  PID         -  HA1542
 HA1542  STATE/COUNTY-  KY/MCLEAN
 HA1542  USGS QUAD   -  BEECH GROVE (1969)
 HA1542
 HA1542                         *CURRENT SURVEY CONTROL
 HA1542  ___________________________________________________________________
 HA1542* NAD 83(1993)-  37 36 06.74079(N)    087 23 53.52983(W)     ADJUSTED  
 HA1542* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 HA1542  ___________________________________________________________________
 HA1542  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 HA1542  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HA1542
 HA1542  HORZ ORDER  -  FIRST
 HA1542
 HA1542.The horizontal coordinates were established by classical geodetic methods
 HA1542.and adjusted by the National Geodetic Survey in May 1999..
 HA1542
 HA1542.The orthometric height was scaled from a topographic map.
 HA1542
 HA1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1542
 HA1542.The geoid height was determined by GEOID03.
 HA1542
 HA1542;                    North         East     Units Scale Factor Converg.
 HA1542;SPC KY1Z     - 1,142,070.868 1,354,474.911   MT  0.99991636   -1 00 43.0
 HA1542;SPC KY1Z     - 3,746,944.17  4,443,806.44   sFT  0.99991636   -1 00 43.0
 HA1542;SPC KY S     -   642,046.240   354,468.917   MT  0.99995629   -0 59 58.5
 HA1542;SPC KY S     - 2,106,446.71  1,162,953.44   sFT  0.99995629   -0 59 58.5
 HA1542;UTM  16      - 4,161,717.966   464,850.631   MT  0.99961522   -0 14 34.7
 HA1542
 HA1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1542!SPC KY1Z     -   0.99997420  x   0.99991636  =   0.99989056
 HA1542!SPC KY S     -   0.99997420  x   0.99995629  =   0.99993049
 HA1542!UTM  16      -   0.99997420  x   0.99961522  =   0.99958943
 HA1542
 HA1542|---------------------------------------------------------------------|
 HA1542| PID    Reference Object                     Distance      Geod. Az  |
 HA1542|                                                           dddmmss.s |
 HA1542| CG8853 LUCK RM 1                            56.412 METERS 06612     |
 HA1542| HA1695 SLAUGHTERS RADIO KIC 297 MAST       APPROX.13.9 KM 2223508.8 |
 HA1542| HA1775 LUCK AZ MK                          239.153 METERS 23452     |
 HA1542| CG8854 LUCK RM 2                            47.604 METERS 32126     |
 HA1542| HA1676 HENDERSON NICHOLSON MILLS TANK      APPROX.29.6 KM 3261842.9 |
 HA1542| HA1677 HENDERSON POWER PLT BRICK STK       APPROX.31.6 KM 3275643.6 |
 HA1542|---------------------------------------------------------------------|
 HA1542
 HA1542                          SUPERSEDED SURVEY CONTROL
 HA1542
 HA1542  NAD 83(1993)-  37 36 06.74176(N)    087 23 53.53041(W) AD(       ) 1
 HA1542  NAD 83(1986)-  37 36 06.75068(N)    087 23 53.53343(W) AD(       ) 1
 HA1542  NAD 27      -  37 36 06.58900(N)    087 23 53.53200(W) AD(       ) 1
 HA1542
 HA1542.Superseded values are not recommended for survey control.
 HA1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1542.See file dsdata.txt to determine how the superseded data were derived.
 HA1542
 HA1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG6485161718(NAD 83)
 HA1542_MARKER: DS = TRIANGULATION STATION DISK
 HA1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1542_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1542
 HA1542  HISTORY     - Date     Condition        Report By
 HA1542  HISTORY     - 1934     MONUMENTED       CGS
 HA1542  HISTORY     - 1952     GOOD             CGS
 HA1542  HISTORY     - 1958     SEE DESCRIPTION  CGS
 HA1542
 HA1542                          STATION DESCRIPTION
 HA1542
 HA1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1542'ABOUT 7-1/2 MILES EAST OF SEBREE, 1 MILE SOUTH OF BEECHGROVE ON THE
 HA1542'HIGHEST PART OF A PROMINENT BARE-TOPPED HILL, THE PROPERTY OF MR.
 HA1542'WILL LUCK.  STATION IS NEAR THE CENTER OF HILL, 0.07 MILE SOUTHEAST
 HA1542'OF MAIN ROAD, 150 FEET NORTHEAST OF ROAD LEADING TO THE LUCK HOME,
 HA1542'ABOUT 0.2 MILE NORTHWEST OF THE LUCK HOME.
 HA1542'
 HA1542'TO REACH STATION FROM BEECHGROVE, A VILLAGE ON STATE HIGHWAY 56, GO
 HA1542'SOUTH ON GRAVEL ROAD ALONGSIDE OF CHEVROLET GARAGE AND
 HA1542'CONTINUE FOR 0.95 MILE TO A SIDE ROAD LEFT, AND STATION.  STATION IS
 HA1542'ON THE SOUTHEAST CORNER OF THIS ROAD AND IS ALSO ABOUT 1 MILE
 HA1542'NORTHEAST OF WRIGHTSBURG FERRY.
 HA1542'
 HA1542'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HA1542'DISKS SET IN CONCRETE.
 HA1542'
 HA1542'REFERENCE MARK NO. 1 IS EAST OF STATION ALONG FENCE LINE.
 HA1542'
 HA1542'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION TOWARDS MAIN ROAD.
 HA1542'
 HA1542'AZIMUTH MARK IS WEST OF STATION ALONG FENCE LINE ON HIGHWAY
 HA1542'RIGHT-OF-WAY, 30 FEET NORTHWEST OF CENTER LINE OF MAIN ROAD LEADING
 HA1542'TO RIVER.
 HA1542'
 HA1542'A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 HA1542'
 HA1542'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HA1542
 HA1542                          STATION RECOVERY (1952)
 HA1542
 HA1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1542'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 HA1542'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED AND THE
 HA1542'DISTANCE TO THE AZIMUTH MARK CHECKED.  THE DIRECTION TO THE AZIMUTH
 HA1542'MARK DID NOT CHECK.  A NEW DESCRIPTION FOLLOWS--
 HA1542'
 HA1542'STATION IS LOCATED ON THE PROPERTY OF MRS. R.W. PRICE AND IS ON A
 HA1542'HIGH BANK ON THE NORTHEAST SIDE OF STATE HIGHWAY 256 ABOUT 1 MILE
 HA1542'SOUTH OF BEECH GROVE.  IT IS 120 FEET NORTHEAST OF CENTER OF HIGHWAY
 HA1542'256 AND 5 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 HA1542'PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED---LUCK 1934---.
 HA1542'
 HA1542'REFERENCE MARK NO. 1 IS IN A CULTIVATED FIELD NORTHEAST OF THE
 HA1542'STATION.  THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED
 HA1542'---LUCK NO. 1 1934---.
 HA1542'
 HA1542'REFERENCE MARK NO. 2 IS ON A WASHED-OUT SLOPE NORTHWEST OF THE
 HA1542'STATION AND ABOUT 125 FEET NORTHEAST OF CENTER OF HIGHWAY
 HA1542'256.  THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED---LUCK
 HA1542'NO. 2 1934---.
 HA1542'
 HA1542'AZIMUTH MARK IS 28 FEET WEST OF CENTER OF STATE HIGHWAY 147 AND 9
 HA1542'FEET WEST OF A FENCE.  THE MARK PROJECTS ABOUT 12 INCHES AND THE
 HA1542'DISK IS STAMPED---LUCK 1934 AZI---.
 HA1542'
 HA1542'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 147 AND NOS.
 HA1542'56 AND 136 IN BEECH GROVE, GO SOUTH ON HIGHWAY 147 FOR 0.9 MILE
 HA1542'TO THE JUNCTION OF STATE HIGHWAY 256.*  TURN LEFT ON HIGHWAY 256 AND
 HA1542'GO 0.1 MILE TO A HIGH BANK ON THE LEFT AND THE STATION AS
 HA1542'DESCRIBED.
 HA1542'
 HA1542'*TO REACH THE AZIMUTH MARK FROM THIS JUNCTION CONTINUE SOUTH ON
 HA1542'HIGHWAY 147 FOR 0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 HA1542'
 HA1542'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HA1542
 HA1542                          STATION RECOVERY (1958)
 HA1542
 HA1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 HA1542'THIS STATION WAS RECOVERED AS DESCRIBED IN 1952 BY L. W. SWANSON.  ALL
 HA1542'MARKS WERE IN GOOD CONDITION EXCEPT THE STATION MARK WHICH HAD
 HA1542'BEEN PUSH OVER BY SOME SORT OF MACHINERY, WHILE LEVELING OFF THE TOP
 HA1542'OF THE HILL FOR OIL STORAGE TANKS THE SURFACE MARK PROJECTED ABOUT
 HA1542'12 INCHES AND WAS LEANING SLIGHTLY TO THE EAST.
 HA1542'
 HA1542'THE SURFACE MARK WAS REMOVED AND A PLUMBING BENCH SET UP OVER THE
 HA1542'UNDERGROUND MARK, THE UNDERGROUND MARK WAS REMOVED THEN THE HOLE
 HA1542'WAS DUG DOWN TO ABOUT 14 INCHES BELOW THE GRADED PORTION OF THE HILL
 HA1542'WHICH WILL BE ABOUT ON GRADE WITH THE FINISHED GRADE OF THE
 HA1542'PROPOSED LEVELING OF THE HILL FOR THE TOWER TO BE ESTABLISHED BY THE
 HA1542'BELL TELEPHONE COMPANY.  THE SUBMARK WAS SET, THEN THE SURFACE MARK
 HA1542'WAS PLUMBED OVER IT AT ITS ORIGINAL CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1775 ***********************************************************************
 HA1775  CBN         -  This is a Cooperative Base Network Control Station.
 HA1775  DESIGNATION -  LUCK AZ MK
 HA1775  PID         -  HA1775
 HA1775  STATE/COUNTY-  KY/MCLEAN
 HA1775  USGS QUAD   -  BEECH GROVE (1969)
 HA1775
 HA1775                         *CURRENT SURVEY CONTROL
 HA1775  ___________________________________________________________________
 HA1775* NAD 83(1993)-  37 36 02.27601(N)    087 24 01.50260(W)     ADJUSTED  
 HA1775* NAVD 88     -       178.2    (meters)     585.     (feet)  GPS OBS   
 HA1775  ___________________________________________________________________
 HA1775  X           -     229,486.961 (meters)                     COMP
 HA1775  Y           -  -5,054,507.853 (meters)                     COMP
 HA1775  Z           -   3,870,509.217 (meters)                     COMP
 HA1775  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 HA1775  ELLIP HEIGHT-         147.76  (meters)          (11/03/04) GPS OBS
 HA1775  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HA1775
 HA1775  HORZ ORDER  -  B
 HA1775  ELLP ORDER  -  THIRD     CLASS I
 HA1775
 HA1775.The horizontal coordinates were established by GPS observations
 HA1775.and adjusted by the National Geodetic Survey in September 1994..
 HA1775
 HA1775.The orthometric height was determined by GPS observations and a
 HA1775.high-resolution geoid model.
 HA1775
 HA1775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1775
 HA1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1775
 HA1775.The ellipsoidal height was determined by GPS observations
 HA1775.and is referenced to NAD 83.
 HA1775
 HA1775.The geoid height was determined by GEOID03.
 HA1775
 HA1775;                    North         East     Units Scale Factor Converg.
 HA1775;SPC KY1Z     - 1,141,936.707 1,354,276.958   MT  0.99991646   -1 00 47.8
 HA1775;SPC KY1Z     - 3,746,504.01  4,443,156.99   sFT  0.99991646   -1 00 47.8
 HA1775;SPC KY S     -   641,912.031   354,270.985   MT  0.99995618   -1 00 03.3
 HA1775;SPC KY S     - 2,106,006.39  1,162,304.06   sFT  0.99995618   -1 00 03.3
 HA1775;UTM  16      - 4,161,581.201   464,654.556   MT  0.99961539   -0 14 39.5
 HA1775
 HA1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1775!SPC KY1Z     -   0.99997681  x   0.99991646  =   0.99989328
 HA1775!SPC KY S     -   0.99997681  x   0.99995618  =   0.99993299
 HA1775!UTM  16      -   0.99997681  x   0.99961539  =   0.99959221
 HA1775
 HA1775                          SUPERSEDED SURVEY CONTROL
 HA1775
 HA1775  ELLIP H (09/07/94)  147.82   (m)                       GP(       ) 4 1
 HA1775
 HA1775.Superseded values are not recommended for survey control.
 HA1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1775.See file dsdata.txt to determine how the superseded data were derived.
 HA1775
 HA1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG6465561581(NAD 83)
 HA1775_MARKER: DR = REFERENCE MARK DISK
 HA1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1775_SP_SET: CONCRETE POST
 HA1775_STAMPING: LUCK 1934 AZI
 HA1775_MARK LOGO: CGS   
 HA1775_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1775+STABILITY: SURFACE MOTION
 HA1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1775+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2003
 HA1775
 HA1775  HISTORY     - Date     Condition        Report By
 HA1775  HISTORY     - 1934     MONUMENTED       CGS
 HA1775  HISTORY     - 19931222 GOOD             NGS
 HA1775  HISTORY     - 19940215 GOOD
 HA1775  HISTORY     - 20011008 GOOD             KYDT
 HA1775  HISTORY     - 20030109 GOOD             WOOLPT
 HA1775
 HA1775                          STATION DESCRIPTION
 HA1775
 HA1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HA1775'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTHWEST OF OWENSBORO,
 HA1775'7.5 MI (12.1 KM) EAST OF SEBREE, 1.0 MI (1.6 KM) SOUTH OF BEECH
 HA1775'GROVE. OWNERSHIP--UNKNOWN.
 HA1775'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 256, 136 AND
 HA1775'56 IN BEECH GROVE, (ALSO A SMALL POST OFFICE ON NORTH SIDE OF
 HA1775'HIGHWAYS) GO SOUTH ON STATE ROUTE 256 FOR 0.9 MI (1.4 KM) TO A POINT
 HA1775'WHERE THE HIGHWAY TURNS LEFT. CONTINUE AHEAD AND GO SOUTHERLY ON
 HA1775'PAVED ROAD (NO SIGNS) 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT
 HA1775'INSIDE OF A FENCE.
 HA1775'THE STATION PROJECTS 20 CM ABOVE THE GROUND.  LOCATED 10.0 M
 HA1775'(32.8 FT) SOUTHWEST FROM A FENCE CORNER, 9.8 M (32.2 FT)
 HA1775'WEST-NORTHWEST FROM THE CENTERLINE OF PAVED ROAD, 3.0 M (9.8 FT)
 HA1775'WEST-NORTHWEST FROM A FENCE LINE AND 3.0 M (9.8 FT) WEST-NORTHWEST
 HA1775'FROM A WITNESS POST.
 HA1775
 HA1775                          STATION RECOVERY (1994)
 HA1775
 HA1775'RECOVERED 1994
 HA1775'RECOVERED IN GOOD CONDITION.
 HA1775
 HA1775                          STATION RECOVERY (2001)
 HA1775
 HA1775'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (HE)
 HA1775'RECOVERED IN GOOD CONDITION.
 HA1775
 HA1775                          STATION RECOVERY (2003)
 HA1775
 HA1775'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HA1775'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3219 ***********************************************************************
 JZ3219  DESIGNATION -  LUDLOW KENTON CHILDREN HOME TK
 JZ3219  PID         -  JZ3219
 JZ3219  STATE/COUNTY-  KY/KENTON
 JZ3219  USGS QUAD   -  COVINGTON (1987)
 JZ3219
 JZ3219                         *CURRENT SURVEY CONTROL
 JZ3219  ___________________________________________________________________
 JZ3219* NAD 83(1993)-  39 05 06.32005(N)    084 32 24.13312(W)     ADJUSTED  
 JZ3219* NAVD 88     -                                                        
 JZ3219  ___________________________________________________________________
 JZ3219  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 JZ3219  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3219
 JZ3219  HORZ ORDER  -  THIRD
 JZ3219
 JZ3219.The horizontal coordinates were established by classical geodetic methods
 JZ3219.and adjusted by the National Geodetic Survey in April 1998..
 JZ3219
 JZ3219
 JZ3219.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3219
 JZ3219.The geoid height was determined by GEOID03.
 JZ3219
 JZ3219;                    North         East     Units Scale Factor Converg.
 JZ3219;SPC KY1Z     - 1,306,100.383 1,604,699.534   MT  1.00012778   +0 44 34.3
 JZ3219;SPC KY1Z     - 4,285,097.67  5,264,751.72   sFT  1.00012778   +0 44 34.3
 JZ3219;SPC KY N     -   175,987.325   474,904.796   MT  1.00002015   -0 10 49.5
 JZ3219;SPC KY N     -   577,385.08  1,558,083.48   sFT  1.00002015   -0 10 49.5
 JZ3219;SPC OH S     -   122,452.857   423,514.723   MT  0.99994947   -1 17 40.0
 JZ3219;UTM  16      - 4,329,099.793   712,770.692   MT  1.00015747   +1 33 05.5
 JZ3219
 JZ3219                          SUPERSEDED SURVEY CONTROL
 JZ3219
 JZ3219  NAD 83(1993)-  39 05 06.32608(N)    084 32 24.14023(W) AD(       ) 4
 JZ3219  NAD 83(1986)-  39 05 06.32387(N)    084 32 24.14366(W) AD(       ) 4
 JZ3219  NAD 27      -  39 05 06.10400(N)    084 32 24.34500(W) AD(       ) 3
 JZ3219
 JZ3219.Superseded values are not recommended for survey control.
 JZ3219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3219.See file dsdata.txt to determine how the superseded data were derived.
 JZ3219
 JZ3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1277129100(NAD 83)
 JZ3219_MARKER: 51 = TANK
 JZ3219
 JZ3219  HISTORY     - Date     Condition        Report By
 JZ3219  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3219
 JZ3219                          STATION DESCRIPTION
 JZ3219
 JZ3219'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3219'THE STATION IS LOCATED ON THE GROUNDS OF THE KENTON COUNTY CHILDRENS
 JZ3219'HOME IN DEVOU PARK, KENTUCKY. THE TANK SETS ON A BLUFF
 JZ3219'OVERLOOKING THE MUNICIPALITY OF LUDLOW, KENTUCKY FROM THE SOUTHEAST.
 JZ3219'IT IS A FOUR TRUSS STEEL TANK, PAINTED SILVER, ABOUT 150 FT.
 JZ3219'HIGH.
 JZ3219'
 JZ3219'THE POINT OF INTERSECTION WAS THE CENTER OF THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ3211 ***********************************************************************
 JZ3211  DESIGNATION -  LUDLOW ST BONIFACE CATH CH
 JZ3211  PID         -  JZ3211
 JZ3211  STATE/COUNTY-  KY/KENTON
 JZ3211  USGS QUAD   -  COVINGTON (1987)
 JZ3211
 JZ3211                         *CURRENT SURVEY CONTROL
 JZ3211  ___________________________________________________________________
 JZ3211* NAD 83(1993)-  39 05 26.24940(N)    084 33 02.72361(W)     ADJUSTED  
 JZ3211* NAVD 88     -                                                        
 JZ3211  ___________________________________________________________________
 JZ3211  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 JZ3211  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3211
 JZ3211  HORZ ORDER  -  THIRD
 JZ3211
 JZ3211.The horizontal coordinates were established by classical geodetic methods
 JZ3211.and adjusted by the National Geodetic Survey in April 1998..
 JZ3211
 JZ3211
 JZ3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3211
 JZ3211.The geoid height was determined by GEOID03.
 JZ3211
 JZ3211;                    North         East     Units Scale Factor Converg.
 JZ3211;SPC KY1Z     - 1,306,703.022 1,603,764.109   MT  1.00012983   +0 44 10.6
 JZ3211;SPC KY1Z     - 4,287,074.83  5,261,682.75   sFT  1.00012983   +0 44 10.6
 JZ3211;SPC KY N     -   176,604.892   473,979.303   MT  1.00002120   -0 11 13.5
 JZ3211;SPC KY N     -   579,411.22  1,555,047.10   sFT  1.00002120   -0 11 13.5
 JZ3211;SPC OH S     -   123,088.257   422,601.479   MT  0.99994898   -1 18 04.5
 JZ3211;UTM  16      - 4,329,689.185   711,826.830   MT  1.00015253   +1 32 41.8
 JZ3211
 JZ3211                          SUPERSEDED SURVEY CONTROL
 JZ3211
 JZ3211  NAD 83(1993)-  39 05 26.25541(N)    084 33 02.73076(W) AD(       ) 4
 JZ3211  NAD 83(1986)-  39 05 26.25324(N)    084 33 02.73419(W) AD(       ) 4
 JZ3211  NAD 27      -  39 05 26.03400(N)    084 33 02.93600(W) AD(       ) 3
 JZ3211
 JZ3211.Superseded values are not recommended for survey control.
 JZ3211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3211.See file dsdata.txt to determine how the superseded data were derived.
 JZ3211
 JZ3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1182729689(NAD 83)
 JZ3211_MARKER: 91 = CHURCH CROSS
 JZ3211
 JZ3211  HISTORY     - Date     Condition        Report By
 JZ3211  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3211
 JZ3211                          STATION DESCRIPTION
 JZ3211
 JZ3211'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3211'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE TOWN OF
 JZ3211'LUDLOW, KENTUCKY, IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 JZ3211'OF ADELA AVE., AND CHURCH STREET. THE BUILDING IS OF BRICK
 JZ3211'CONSTRUCTION, 200 FEET LONG, 60 FEET WIDE, FACES NORTH ON ADELA
 JZ3211'AVE., AND THE STEEPLE ON THE NORTH END OF THE BUILDING IS 150 FEET
 JZ3211'HIGH.
 JZ3211'
 JZ3211'THE POINT OF INTERSECTION WAS A CROSS ON THE TOP OF THE STEEPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0707 ***********************************************************************
 HZ0707  DESIGNATION -  M
 HZ0707  PID         -  HZ0707
 HZ0707  STATE/COUNTY-  KY/GRANT
 HZ0707  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0707
 HZ0707                         *CURRENT SURVEY CONTROL
 HZ0707  ___________________________________________________________________
 HZ0707* NAD 83(1986)-  38 38 13.     (N)    084 33 39.     (W)     SCALED    
 HZ0707* NAVD 88     -       296.805  (meters)     973.77   (feet)  ADJUSTED  
 HZ0707  ___________________________________________________________________
 HZ0707  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HZ0707  DYNAMIC HT  -         296.602 (meters)     973.10  (feet)  COMP
 HZ0707  MODELED GRAV-     979,938.2   (mgal)                       NAVD 88
 HZ0707
 HZ0707  VERT ORDER  -  FIRST     CLASS II
 HZ0707
 HZ0707.The horizontal coordinates were scaled from a topographic map and have
 HZ0707.an estimated accuracy of +/- 6 seconds.
 HZ0707
 HZ0707.The orthometric height was determined by differential leveling
 HZ0707.and adjusted by the National Geodetic Survey in June 1991..
 HZ0707
 HZ0707.The geoid height was determined by GEOID03.
 HZ0707
 HZ0707.The dynamic height is computed by dividing the NAVD 88
 HZ0707.geopotential number by the normal gravity value computed on the
 HZ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0707.degrees latitude (g = 980.6199 gals.).
 HZ0707
 HZ0707.The modeled gravity was interpolated from observed gravity values.
 HZ0707
 HZ0707;                    North         East    Units  Estimated Accuracy
 HZ0707;SPC KY1Z     - 1,256,330.    1,603,530.      MT  (+/- 180 meters Scaled)
 HZ0707
 HZ0707                          SUPERSEDED SURVEY CONTROL
 HZ0707
 HZ0707  NGVD 29 (??/??/92)  296.979  (m)          974.34   (f) ADJ UNCH    1 2
 HZ0707
 HZ0707.Superseded values are not recommended for survey control.
 HZ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0707.See file dsdata.txt to determine how the superseded data were derived.
 HZ0707
 HZ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH123793(NAD 83)
 HZ0707_MARKER: B = BOLT
 HZ0707_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HZ0707_SP_SET: BUILDING FOUNDATION
 HZ0707_MARK LOGO: CGS   
 HZ0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0707+STABILITY: SURFACE MOTION
 HZ0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0707+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 HZ0707
 HZ0707  HISTORY     - Date     Condition        Report By
 HZ0707  HISTORY     - UNK      MONUMENTED       CGS
 HZ0707  HISTORY     - 1949     GOOD             NGS
 HZ0707  HISTORY     - 1964     GOOD             NGS
 HZ0707  HISTORY     - 1985     GOOD             NGS
 HZ0707  HISTORY     - 20020930 GOOD             KYDT
 HZ0707
 HZ0707                          STATION DESCRIPTION
 HZ0707
 HZ0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0707'AT WILLIAMSTOWN.
 HZ0707'AT WILLIAMSTOWN, SET IN NORTH FACE AND 10 FEET EAST OF THE
 HZ0707'NORTHWEST CORNER OF STONE MASONRY FOUNDATION OF COUNTY RECORDS
 HZ0707'BUILDING, 2.6 FEET ABOVE THE GROUND, 1.3 FEET BELOW BOTTOM EDGE OF
 HZ0707'SANDSTONE WATER TABLE, 10.5 FEET SOUTH OF THE CENTER LINE OF ALLEY
 HZ0707'ALONG NORTH EDGE OF RECORDS BUILDING, 2.6 FEET ABOVE THE LEVEL
 HZ0707'OF THE ALLEY.  NOTE-- BOLT IS SURROUNDED BY LETTERS U S C G S.
 HZ0707
 HZ0707                          STATION RECOVERY (1964)
 HZ0707
 HZ0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0707'RECOVERED IN GOOD CONDITION.
 HZ0707
 HZ0707                          STATION RECOVERY (1985)
 HZ0707
 HZ0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0707'RECOVERED IN GOOD CONDITION, THE 1964 DESCRIPTION IS ADEQUATE EXCEPT
 HZ0707'THE BUILDING IS NOW OCCUPIED BY THE GRANT COUNTY LIBRARY.
 HZ0707
 HZ0707                          STATION RECOVERY (2002)
 HZ0707
 HZ0707'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1273 ***********************************************************************
 GZ1273  DESIGNATION -  M 1
 GZ1273  PID         -  GZ1273
 GZ1273  STATE/COUNTY-  KY/MERCER
 GZ1273  USGS QUAD   -  HARRODSBURG (1987)
 GZ1273
 GZ1273                         *CURRENT SURVEY CONTROL
 GZ1273  ___________________________________________________________________
 GZ1273* NAD 83(1986)-  37 45 11.     (N)    084 46 06.     (W)     SCALED    
 GZ1273* NAVD 88     -       274.497  (meters)     900.58   (feet)  POSTED    
 GZ1273  ___________________________________________________________________
 GZ1273  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GZ1273  DYNAMIC HT  -         274.290 (meters)     899.90  (feet)  COMP
 GZ1273  MODELED GRAV-     979,854.4   (mgal)                       NAVD 88
 GZ1273
 GZ1273  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GZ1273
 GZ1273.The horizontal coordinates were scaled from a topographic map and have
 GZ1273.an estimated accuracy of +/- 6 seconds.
 GZ1273
 GZ1273.The orthometric height was determined by differential leveling
 GZ1273.and adjusted by the National Geodetic Survey in 1992..
 GZ1273.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GZ1273.rate of 1.1 thru 2.0 mm/km.
 GZ1273
 GZ1273.The geoid height was determined by GEOID03.
 GZ1273
 GZ1273.The dynamic height is computed by dividing the NAVD 88
 GZ1273.geopotential number by the normal gravity value computed on the
 GZ1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1273.degrees latitude (g = 980.6199 gals.).
 GZ1273
 GZ1273.The modeled gravity was interpolated from observed gravity values.
 GZ1273
 GZ1273;                    North         East    Units  Estimated Accuracy
 GZ1273;SPC KY1Z     - 1,158,020.    1,586,500.      MT  (+/- 180 meters Scaled)
 GZ1273
 GZ1273                          SUPERSEDED SURVEY CONTROL
 GZ1273
 GZ1273.No superseded survey control is available for this station.
 GZ1273
 GZ1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG966807(NAD 83)
 GZ1273_MARKER: B = BOLT
 GZ1273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1273_SP_SET: BUILDING
 GZ1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1273
 GZ1273  HISTORY     - Date     Condition        Report By
 GZ1273  HISTORY     - UNK      MONUMENTED       CGS
 GZ1273  HISTORY     - 1950     GOOD             NGS
 GZ1273
 GZ1273                          STATION DESCRIPTION
 GZ1273
 GZ1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1273'AT BURGIN.
 GZ1273'AT BURGIN, MERCER COUNTY, ABOUT 300 FT SW OF THE SW CORNER OF
 GZ1273'THE CINCINNATI, NEW ORLEANS AND TEXAS PACIFIC RAILWAY STATION,
 GZ1273'AT THE BURGIN ROLLER MILLS (OWNED BY COOK AND SPENCER),IN THE
 GZ1273'E FOUNDATION WALL, 33 FT N OF THE SE CORNER, 22 IN ABOVE THE
 GZ1273'GROUND, AND ABOUT 4-1/2 IN BELOW THE SIDING.  A HORIZONTAL
 GZ1273'CHISEL MARK IN THE END OF A BRASS BOLT LEADED HORIZONTALLY
 GZ1273'INTO THE STONE AND SURROUNDED BY THE LETTERS USC AND GS.
 GZ1273'NOTE-- IF MARK IS STILL INTACT IT WOULD BE INACCESSABLE AS THE
 GZ1273'BUILDING HAS BEEN REMODELED RECENTLY.  MARK SHOULD BE CONSIDERED
 GZ1273'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1592 ***********************************************************************
 HY1592  DESIGNATION -  M 10
 HY1592  PID         -  HY1592
 HY1592  STATE/COUNTY-  KY/CARTER
 HY1592  USGS QUAD   -  SOLDIER (1970)
 HY1592
 HY1592                         *CURRENT SURVEY CONTROL
 HY1592  ___________________________________________________________________
 HY1592* NAD 83(1986)-  38 15 34.     (N)    083 15 18.     (W)     SCALED    
 HY1592* NAVD 88     -       257.109  (meters)     843.53   (feet)  ADJUSTED  
 HY1592  ___________________________________________________________________
 HY1592  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HY1592  DYNAMIC HT  -         256.933 (meters)     842.95  (feet)  COMP
 HY1592  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 HY1592
 HY1592  VERT ORDER  -  FIRST     CLASS I
 HY1592
 HY1592.The horizontal coordinates were scaled from a topographic map and have
 HY1592.an estimated accuracy of +/- 6 seconds.
 HY1592
 HY1592.The orthometric height was determined by differential leveling
 HY1592.and adjusted by the National Geodetic Survey in June 1991..
 HY1592
 HY1592.The geoid height was determined by GEOID03.
 HY1592
 HY1592.The dynamic height is computed by dividing the NAVD 88
 HY1592.geopotential number by the normal gravity value computed on the
 HY1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1592.degrees latitude (g = 980.6199 gals.).
 HY1592
 HY1592.The modeled gravity was interpolated from observed gravity values.
 HY1592
 HY1592;                    North         East    Units  Estimated Accuracy
 HY1592;SPC KY1Z     - 1,216,690.    1,718,330.      MT  (+/- 180 meters Scaled)
 HY1592
 HY1592                          SUPERSEDED SURVEY CONTROL
 HY1592
 HY1592  NGVD 29 (??/??/92)  257.283  (m)          844.10   (f) ADJ UNCH    1 1
 HY1592
 HY1592.Superseded values are not recommended for survey control.
 HY1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1592.See file dsdata.txt to determine how the superseded data were derived.
 HY1592
 HY1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC027370(NAD 83)
 HY1592_MARKER: DB = BENCH MARK DISK
 HY1592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1592_SP_SET: CULVERT
 HY1592_STAMPING: 843.978 M 10 1928
 HY1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1592+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 HY1592
 HY1592  HISTORY     - Date     Condition        Report By
 HY1592  HISTORY     - 1928     MONUMENTED       CGS
 HY1592  HISTORY     - 1967     GOOD             NGS
 HY1592  HISTORY     - 20011212 GOOD             KYDT
 HY1592
 HY1592                          STATION DESCRIPTION
 HY1592
 HY1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1592'6.2 MI SW FROM OLIVE HILL.
 HY1592'ABOUT 6.25 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1592'FROM THE STATION AT OLIVE HILL, ABOUT 0.25 MILE NORTHEAST OF
 HY1592'MILEPOST 566, AT ENTERPRISE, 27 1/2 FEET WEST OF THE CENTER LINE
 HY1592'OF A NARROW GRAVELED ROAD CROSSING THE MAIN TRACK, SET ON THE
 HY1592'TOP OF THE CONCRETE WING WALL OF A 9-FOOT BOX CULVERT UNDER THE
 HY1592'TRACK, 7.2 FEET NORTHWEST OF THE NORTHWEST RAIL AND 2 FEET BELOW
 HY1592'THE LEVEL OF THE TRACK.
 HY1592
 HY1592                          STATION RECOVERY (2001)
 HY1592
 HY1592'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY1592'RAILROAD NOW ABANDONED, TRACKS TAKEN UP, MARK IS ABOUT 36 FEET
 HY1592'SOUTHWEST OF CENTER OF GRAVEL ROAD THAT CROSSES OLD RR BED, CEMENT WAS
 HY1592'ADDED ON THE SOUTH SIDE OF MARK AT THIS TIME BECAUSE EDGE OF MARK WAS
 HY1592'EXPOSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1807 ***********************************************************************
 GY1807  DESIGNATION -  M 11
 GY1807  PID         -  GY1807
 GY1807  STATE/COUNTY-  KY/MORGAN
 GY1807  USGS QUAD   -  CANNEL CITY (1993)
 GY1807
 GY1807                         *CURRENT SURVEY CONTROL
 GY1807  ___________________________________________________________________
 GY1807* NAD 83(1986)-  37 47 22.     (N)    083 16 22.     (W)     SCALED    
 GY1807* NAVD 88     -       270.194  (meters)     886.46   (feet)  ADJUSTED  
 GY1807  ___________________________________________________________________
 GY1807  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GY1807  DYNAMIC HT  -         269.992 (meters)     885.80  (feet)  COMP
 GY1807  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 GY1807
 GY1807  VERT ORDER  -  FIRST     CLASS I
 GY1807
 GY1807.The horizontal coordinates were scaled from a topographic map and have
 GY1807.an estimated accuracy of +/- 6 seconds.
 GY1807
 GY1807.The orthometric height was determined by differential leveling
 GY1807.and adjusted by the National Geodetic Survey in June 1991..
 GY1807.WARNING-Repeat measurements at this control monument indicate possible
 GY1807.vertical movement.
 GY1807
 GY1807.The geoid height was determined by GEOID03.
 GY1807
 GY1807.The dynamic height is computed by dividing the NAVD 88
 GY1807.geopotential number by the normal gravity value computed on the
 GY1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1807.degrees latitude (g = 980.6199 gals.).
 GY1807
 GY1807.The modeled gravity was interpolated from observed gravity values.
 GY1807
 GY1807;                    North         East    Units  Estimated Accuracy
 GY1807;SPC KY1Z     - 1,164,500.    1,718,160.      MT  (+/- 180 meters Scaled)
 GY1807
 GY1807                          SUPERSEDED SURVEY CONTROL
 GY1807
 GY1807  NGVD 29 (??/??/92)  270.349  (m)          886.97   (f) ADJ UNCH    1 1
 GY1807
 GY1807.Superseded values are not recommended for survey control.
 GY1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1807.See file dsdata.txt to determine how the superseded data were derived.
 GY1807
 GY1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB998848(NAD 83)
 GY1807_MARKER: DB = BENCH MARK DISK
 GY1807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1807_SP_SET: BUILDING
 GY1807_STAMPING: 887.173 M 11 1928
 GY1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1807+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GY1807
 GY1807  HISTORY     - Date     Condition        Report By
 GY1807  HISTORY     - 1928     MONUMENTED       CGS
 GY1807  HISTORY     - 1967     GOOD             NGS
 GY1807  HISTORY     - 19990316 GOOD             KYDT
 GY1807
 GY1807                          STATION DESCRIPTION
 GY1807
 GY1807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1807'AT CANNEL CITY.
 GY1807'AT CANNEL CITY, ABOUT 100 YARDS SOUTH OF THE CANNEL SCHOOL
 GY1807'BUILDING, AT THE EAST CORNER OF AN OLD ABANDONED BANK BUILDING,
 GY1807'SET ON THE TOP OF THE TOP STEP AND AT THE NORTHWEST END OF THE
 GY1807'SOUTHEAST ONE TO TWO SET OF STEPS, 24 FEET NORTHEAST OF THE
 GY1807'NORTH CORNER OF THE OLD CONCRETE VAULT OF THE BANK, 6.4 FEET
 GY1807'NORTHWEST OF THE EAST CORNER OF THE CONCRETE FOUNDATION AND 2
 GY1807'FEET ABOVE THE LEVEL OF THE GROUND.
 GY1807
 GY1807                          STATION RECOVERY (1999)
 GY1807
 GY1807'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0633 ***********************************************************************
 GD0633  DESIGNATION -  M 118
 GD0633  PID         -  GD0633
 GD0633  STATE/COUNTY-  KY/FULTON
 GD0633  USGS QUAD   -  HICKMAN (1983)
 GD0633
 GD0633                         *CURRENT SURVEY CONTROL
 GD0633  ___________________________________________________________________
 GD0633* NAD 83(1986)-  36 34 21.     (N)    089 11 35.     (W)     SCALED    
 GD0633* NAVD 88     -       108.230  (meters)     355.08   (feet)  ADJUSTED  
 GD0633  ___________________________________________________________________
 GD0633  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0633  DYNAMIC HT  -         108.145 (meters)     354.81  (feet)  COMP
 GD0633  MODELED GRAV-     979,850.1   (mgal)                       NAVD 88
 GD0633
 GD0633  VERT ORDER  -  FIRST     CLASS II
 GD0633
 GD0633.The horizontal coordinates were scaled from a topographic map and have
 GD0633.an estimated accuracy of +/- 6 seconds.
 GD0633
 GD0633.The orthometric height was determined by differential leveling
 GD0633.and adjusted by the National Geodetic Survey in June 1991..
 GD0633
 GD0633.The geoid height was determined by GEOID03.
 GD0633
 GD0633.The dynamic height is computed by dividing the NAVD 88
 GD0633.geopotential number by the normal gravity value computed on the
 GD0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0633.degrees latitude (g = 980.6199 gals.).
 GD0633
 GD0633.The modeled gravity was interpolated from observed gravity values.
 GD0633
 GD0633;                    North         East    Units  Estimated Accuracy
 GD0633;SPC KY1Z     - 1,032,230.    1,191,840.      MT  (+/- 180 meters Scaled)
 GD0633
 GD0633                          SUPERSEDED SURVEY CONTROL
 GD0633
 GD0633  NGVD 29 (??/??/??)  108.154  (m)          354.84   (f) ADJUSTED    1 2
 GD0633
 GD0633.Superseded values are not recommended for survey control.
 GD0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0633.See file dsdata.txt to determine how the superseded data were derived.
 GD0633
 GD0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF037496(NAD 83)
 GD0633_MARKER: DB = BENCH MARK DISK
 GD0633_SETTING: 66 = SET IN ROCK OUTCROP
 GD0633_SP_SET: ROCK OUTCROP
 GD0633_STAMPING: M 118 1938
 GD0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GD0633+STABILITY: POSITION/ELEVATION WELL
 GD0633
 GD0633  HISTORY     - Date     Condition        Report By
 GD0633  HISTORY     - 1938     MONUMENTED       CGS
 GD0633  HISTORY     - 1957     MARK NOT FOUND   CGS
 GD0633
 GD0633                          STATION DESCRIPTION
 GD0633
 GD0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0633'AT HICKMAN.
 GD0633'A STANDARD DISK SET VERTICALLY IN A ROCK OUTCROP, LOCATED ON
 GD0633'THE SOUTH SIDE OF THE SECOND STREET SOUTH OF THE POST OFFICE.
 GD0633'AT THE CORNER OF CARROL STREET WHERE THE HWY 94 TURNS NORTH
 GD0633'TOWARDS THE MAIN STREET.  115 FEET EAST OF THE CORNER OF CARROL
 GD0633'STREET AND HWY 94.  AT THE K.U. CO. POLE 7.  45 FEET SOUTH OF THE
 GD0633'CENTER LINE OF THE STREET AND ABOUT 5 FEET ABOVE THE ST.  NOTE-- A
 GD0633'HOLE WAS FOUND AT DESCRIBED LOCATION AND IT IS APPARENT THAT
 GD0633'THE DISK WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0336 ***********************************************************************
 HA0336  DESIGNATION -  M 120
 HA0336  PID         -  HA0336
 HA0336  STATE/COUNTY-  KY/WARREN
 HA0336  USGS QUAD   -  HADLEY (1973)
 HA0336
 HA0336                         *CURRENT SURVEY CONTROL
 HA0336  ___________________________________________________________________
 HA0336* NAD 83(1986)-  37 02 43.     (N)    086 35 09.     (W)     SCALED    
 HA0336* NAVD 88     -       146.267  (meters)     479.88   (feet)  ADJUSTED  
 HA0336  ___________________________________________________________________
 HA0336  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 HA0336  DYNAMIC HT  -         146.153 (meters)     479.50  (feet)  COMP
 HA0336  MODELED GRAV-     979,848.9   (mgal)                       NAVD 88
 HA0336
 HA0336  VERT ORDER  -  SECOND    CLASS 0
 HA0336
 HA0336.The horizontal coordinates were scaled from a topographic map and have
 HA0336.an estimated accuracy of +/- 6 seconds.
 HA0336
 HA0336.The orthometric height was determined by differential leveling
 HA0336.and adjusted by the National Geodetic Survey in June 1991..
 HA0336
 HA0336.The geoid height was determined by GEOID03.
 HA0336
 HA0336.The dynamic height is computed by dividing the NAVD 88
 HA0336.geopotential number by the normal gravity value computed on the
 HA0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0336.degrees latitude (g = 980.6199 gals.).
 HA0336
 HA0336.The modeled gravity was interpolated from observed gravity values.
 HA0336
 HA0336;                    North         East    Units  Estimated Accuracy
 HA0336;SPC KY1Z     - 1,079,350.    1,425,650.      MT  (+/- 180 meters Scaled)
 HA0336
 HA0336                          SUPERSEDED SURVEY CONTROL
 HA0336
 HA0336  NGVD 29 (??/??/92)  146.393  (m)          480.29   (f) ADJ UNCH    2 0
 HA0336
 HA0336.Superseded values are not recommended for survey control.
 HA0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0336.See file dsdata.txt to determine how the superseded data were derived.
 HA0336
 HA0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF368999(NAD 83)
 HA0336_MARKER: DB = BENCH MARK DISK
 HA0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0336_SP_SET: CULVERT
 HA0336_STAMPING: M 120 1940
 HA0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0336
 HA0336  HISTORY     - Date     Condition        Report By
 HA0336  HISTORY     - 1940     MONUMENTED       CGS
 HA0336
 HA0336                          STATION DESCRIPTION
 HA0336
 HA0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HA0336'2.9 MI SE FROM HADLEY.
 HA0336'2.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 231 FROM THE POST OFFICE
 HA0336'AT HADLEY, WARREN COUNTY, AT A LONG UPGRADE LEADING WEST, AT
 HA0336'A CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH
 HA0336'HEADWALL, 12.7 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 HA0336'1.2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 HA0336'STAMPED M 120 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1180 ***********************************************************************
 GC1180  DESIGNATION -  M 121 RESET 1974
 GC1180  PID         -  GC1180
 GC1180  STATE/COUNTY-  KY/LOGAN
 GC1180  USGS QUAD   -  OLMSTEAD (1985)
 GC1180
 GC1180                         *CURRENT SURVEY CONTROL
 GC1180  ___________________________________________________________________
 GC1180* NAD 83(1986)-  36 48 50.     (N)    087 01 16.     (W)     SCALED    
 GC1180* NAVD 88     -       183.42   (+/-2cm)     601.8    (feet)  VERTCON   
 GC1180  ___________________________________________________________________
 GC1180  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 GC1180
 GC1180  VERT ORDER  -  THIRD (See Below)
 GC1180
 GC1180.The horizontal coordinates were scaled from a topographic map and have
 GC1180.an estimated accuracy of +/- 6 seconds.
 GC1180
 GC1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC1180.The vertical order pertains to the NGVD 29 superseded value.
 GC1180
 GC1180.The geoid height was determined by GEOID03.
 GC1180
 GC1180;                    North         East    Units  Estimated Accuracy
 GC1180;SPC KY1Z     - 1,054,110.    1,386,580.      MT  (+/- 180 meters Scaled)
 GC1180
 GC1180                          SUPERSEDED SURVEY CONTROL
 GC1180
 GC1180  NGVD 29 (??/??/??)  183.49   (m)          602.0    (f) RESET       3  
 GC1180
 GC1180.Superseded values are not recommended for survey control.
 GC1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1180.See file dsdata.txt to determine how the superseded data were derived.
 GC1180
 GC1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF981742(NAD 83)
 GC1180_MARKER: DB = BENCH MARK DISK
 GC1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1180_STAMPING: M 121 RESET 1974
 GC1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1180+STABILITY: SURFACE MOTION
 GC1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1180+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 GC1180
 GC1180  HISTORY     - Date     Condition        Report By
 GC1180  HISTORY     - 1974     MONUMENTED       NGS
 GC1180  HISTORY     - 19950913 GOOD             KYDT
 GC1180
 GC1180                          STATION DESCRIPTION
 GC1180
 GC1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GC1180'7.6 MI E FROM ELKTON.
 GC1180'7.6 MILES EAST ALONG U.S. HIGHWAY 68 FROM THE TODD COUNTY
 GC1180'COURTHOUSE AT ELKTON, 37 FEET NORTH OF THE CENTERLINE OF THE
 GC1180'HIGHWAY, 2 FEET WEST OF A FENCE CORNER, 2 FEET WEST OF A METAL
 GC1180'WITNESS POST AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 GC1180'4 INCHES.
 GC1180
 GC1180                          STATION RECOVERY (1995)
 GC1180
 GC1180'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC1180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0856 ***********************************************************************
 HY0856  DESIGNATION -  M 123
 HY0856  PID         -  HY0856
 HY0856  STATE/COUNTY-  KY/CARTER
 HY0856  USGS QUAD   -  WILLARD (1979)
 HY0856
 HY0856                         *CURRENT SURVEY CONTROL
 HY0856  ___________________________________________________________________
 HY0856* NAD 83(1986)-  38 13 54.     (N)    082 59 33.     (W)     SCALED    
 HY0856* NAVD 88     -       202.375  (meters)     663.96   (feet)  ADJUSTED  
 HY0856  ___________________________________________________________________
 HY0856  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HY0856  DYNAMIC HT  -         202.237 (meters)     663.51  (feet)  COMP
 HY0856  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 HY0856
 HY0856  VERT ORDER  -  SECOND    CLASS 0
 HY0856
 HY0856.The horizontal coordinates were scaled from a topographic map and have
 HY0856.an estimated accuracy of +/- 6 seconds.
 HY0856
 HY0856.The orthometric height was determined by differential leveling
 HY0856.and adjusted by the National Geodetic Survey in June 1991..
 HY0856
 HY0856.The geoid height was determined by GEOID03.
 HY0856
 HY0856.The dynamic height is computed by dividing the NAVD 88
 HY0856.geopotential number by the normal gravity value computed on the
 HY0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0856.degrees latitude (g = 980.6199 gals.).
 HY0856
 HY0856.The modeled gravity was interpolated from observed gravity values.
 HY0856
 HY0856;                    North         East    Units  Estimated Accuracy
 HY0856;SPC KY1Z     - 1,214,250.    1,741,380.      MT  (+/- 180 meters Scaled)
 HY0856
 HY0856                          SUPERSEDED SURVEY CONTROL
 HY0856
 HY0856  NGVD 29 (??/??/92)  202.560  (m)          664.57   (f) ADJ UNCH    2 0
 HY0856
 HY0856.Superseded values are not recommended for survey control.
 HY0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0856.See file dsdata.txt to determine how the superseded data were derived.
 HY0856
 HY0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC256333(NAD 83)
 HY0856_MARKER: DB = BENCH MARK DISK
 HY0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0856_SP_SET: CULVERT
 HY0856_STAMPING: M 123 1940 664.566
 HY0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0856
 HY0856  HISTORY     - Date     Condition        Report By
 HY0856  HISTORY     - 1940     MONUMENTED       CGS
 HY0856  HISTORY     - 1955     GOOD             NGS
 HY0856
 HY0856                          STATION DESCRIPTION
 HY0856
 HY0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0856'4.4 MI NE FROM BRUIN POST OFFICE.
 HY0856'4.4 MILES NORTHEAST FROM THE POST OFFICE AT BRUIN ALONG STATE
 HY0856'HIGHWAY 7, ABOUT 100 YARDS NORTHEAST OF A CURVE AND PINE GROVE
 HY0856'NORTHWEST OF THE HIGHWAY, AT A CONCRETE CULVERT, IN THE TOP OF THE
 HY0856'NORTH END OF THE EAST HEADWALL, 16.7 FEET SOUTHEAST OF THE CENTER
 HY0856'LINE OF HIGHWAY, AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0294 ***********************************************************************
 HA0294  DESIGNATION -  M 126
 HA0294  PID         -  HA0294
 HA0294  STATE/COUNTY-  KY/MUHLENBERG
 HA0294  USGS QUAD   -  DUNMOR (1953)
 HA0294
 HA0294                         *CURRENT SURVEY CONTROL
 HA0294  ___________________________________________________________________
 HA0294* NAD 83(1986)-  37 05 11.     (N)    086 59 36.     (W)     SCALED    
 HA0294* NAVD 88     -       162.205  (meters)     532.17   (feet)  ADJUSTED  
 HA0294  ___________________________________________________________________
 HA0294  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 HA0294  DYNAMIC HT  -         162.084 (meters)     531.77  (feet)  COMP
 HA0294  MODELED GRAV-     979,876.8   (mgal)                       NAVD 88
 HA0294
 HA0294  VERT ORDER  -  SECOND    CLASS 0
 HA0294
 HA0294.The horizontal coordinates were scaled from a topographic map and have
 HA0294.an estimated accuracy of +/- 6 seconds.
 HA0294
 HA0294.The orthometric height was determined by differential leveling
 HA0294.and adjusted by the National Geodetic Survey in June 1991..
 HA0294
 HA0294.The geoid height was determined by GEOID03.
 HA0294
 HA0294.The dynamic height is computed by dividing the NAVD 88
 HA0294.geopotential number by the normal gravity value computed on the
 HA0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0294.degrees latitude (g = 980.6199 gals.).
 HA0294
 HA0294.The modeled gravity was interpolated from observed gravity values.
 HA0294
 HA0294;                    North         East    Units  Estimated Accuracy
 HA0294;SPC KY1Z     - 1,084,310.    1,389,460.      MT  (+/- 180 meters Scaled)
 HA0294
 HA0294                          SUPERSEDED SURVEY CONTROL
 HA0294
 HA0294  NGVD 29 (??/??/92)  162.322  (m)          532.55   (f) ADJ UNCH    2 0
 HA0294
 HA0294.Superseded values are not recommended for survey control.
 HA0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0294.See file dsdata.txt to determine how the superseded data were derived.
 HA0294
 HA0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG005044(NAD 83)
 HA0294_MARKER: DB = BENCH MARK DISK
 HA0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0294_SP_SET: CULVERT
 HA0294_STAMPING: M 126 1943
 HA0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0294
 HA0294  HISTORY     - Date     Condition        Report By
 HA0294  HISTORY     - 1943     MONUMENTED       CGS
 HA0294
 HA0294                          STATION DESCRIPTION
 HA0294
 HA0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HA0294'1 MI N FROM DUNMOR.
 HA0294'1.0 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 HA0294'CROSSING OF MAIN STREET AT DUNMOR, MUHLENBERG COUNTY, 0.4 MILE
 HA0294'SOUTH OF MILEPOST 163, 25.2 FEET NORTHWEST OF TELEPHONE POLE 2139,
 HA0294'57.5 FEET WEST OF THE CENTERLINE OF THE TRACK, AT A 2-1/2 FOOT
 HA0294'CONCRETE-PIPE CULVERT UNDER STATE HIGHWAY 75, IN THE TOP OF THE
 HA0294'NORTH END OF THE EAST HEADWALL, 15.9 FEET EAST OF THE CENTERLINE
 HA0294'OF THE HIGHWAY, ABOUT 2 FEET HIGHER THAN THE TRACK, AND ABOUT 2
 HA0294'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 126 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0001 ***********************************************************************
 GD0001  DESIGNATION -  M 127
 GD0001  PID         -  GD0001
 GD0001  STATE/COUNTY-  KY/LIVINGSTON
 GD0001  USGS QUAD   -  BIRMINGHAM POINT (1987)
 GD0001
 GD0001                         *CURRENT SURVEY CONTROL
 GD0001  ___________________________________________________________________
 GD0001* NAD 83(1986)-  36 59 52.     (N)    088 13 53.     (W)     SCALED    
 GD0001* NAVD 88     -       141.765  (meters)     465.11   (feet)  ADJUSTED  
 GD0001  ___________________________________________________________________
 GD0001  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GD0001  DYNAMIC HT  -         141.659 (meters)     464.76  (feet)  COMP
 GD0001  MODELED GRAV-     979,879.6   (mgal)                       NAVD 88
 GD0001
 GD0001  VERT ORDER  -  FIRST     CLASS I
 GD0001
 GD0001.The horizontal coordinates were scaled from a topographic map and have
 GD0001.an estimated accuracy of +/- 6 seconds.
 GD0001
 GD0001.The orthometric height was determined by differential leveling
 GD0001.and adjusted by the National Geodetic Survey in June 1991..
 GD0001.WARNING-Repeat measurements at this control monument indicate possible
 GD0001.vertical movement.
 GD0001
 GD0001.The geoid height was determined by GEOID03.
 GD0001
 GD0001.The dynamic height is computed by dividing the NAVD 88
 GD0001.geopotential number by the normal gravity value computed on the
 GD0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0001.degrees latitude (g = 980.6199 gals.).
 GD0001
 GD0001.The modeled gravity was interpolated from observed gravity values.
 GD0001
 GD0001;                    North         East    Units  Estimated Accuracy
 GD0001;SPC KY1Z     - 1,076,680.    1,279,140.      MT  (+/- 180 meters Scaled)
 GD0001
 GD0001                          SUPERSEDED SURVEY CONTROL
 GD0001
 GD0001  NGVD 29 (??/??/??)  141.839  (m)          465.35   (f) ADJUSTED    1 1
 GD0001
 GD0001.Superseded values are not recommended for survey control.
 GD0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0001.See file dsdata.txt to determine how the superseded data were derived.
 GD0001
 GD0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF904953(NAD 83)
 GD0001_MARKER: DB = BENCH MARK DISK
 GD0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0001_STAMPING: M 127 1946
 GD0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0001+STABILITY: SURFACE MOTION
 GD0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0001+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 GD0001
 GD0001  HISTORY     - Date     Condition        Report By
 GD0001  HISTORY     - 1946     MONUMENTED       CGS
 GD0001  HISTORY     - 1968     GOOD             CGS
 GD0001  HISTORY     - 1972     GOOD             NGS
 GD0001  HISTORY     - 1989     GOOD             USPSQD
 GD0001  HISTORY     - 20030805 GOOD             KYDT
 GD0001
 GD0001                          STATION DESCRIPTION
 GD0001
 GD0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0001'2.1 MI S FROM BARKLEY DAM.
 GD0001'ABOUT 0.75 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 GD0001'FROM THE NAVIGATION LOCK AT BARKLEY DAM, THENCE 0.6 MILE SOUTH
 GD0001'ALONG A SIDETRACK, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD TO
 GD0001'THE POST OFFICE AT GRAND RIVERS, THENCE 0.35 MILE SOUTH ALONG
 GD0001'STATE HIGHWAY 453, AT THE TOP OF A SMALL GRADE, 32 YARDS
 GD0001'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 23 FEET NORTH
 GD0001'OF THE CENTERLINE OF THE HIGHWAY, 33 FEET WEST OF THE CENTERLINE
 GD0001'OF A GRAVELED DRIVEWAY, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 GD0001'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GD0001'2 INCHES ABOVE THE SURFACE OF THE GROUND.  NOTE-- 0.45 MI SE OF
 GD0001'POST OFFICE AT GRAND RIVERS ON OLD HWY 453.
 GD0001
 GD0001                          STATION RECOVERY (1972)
 GD0001
 GD0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0001'RECOVERED IN GOOD CONDITION.
 GD0001
 GD0001                          STATION RECOVERY (1989)
 GD0001
 GD0001'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 GD0001'RECOVERED IN GOOD CONDITION.
 GD0001
 GD0001                          STATION RECOVERY (2003)
 GD0001
 GD0001'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GD0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0568 ***********************************************************************
 GD0568  DESIGNATION -  M 128
 GD0568  PID         -  GD0568
 GD0568  STATE/COUNTY-  KY/BALLARD
 GD0568  USGS QUAD   -  WICKLIFFE (1983)
 GD0568
 GD0568                         *CURRENT SURVEY CONTROL
 GD0568  ___________________________________________________________________
 GD0568* NAD 83(1986)-  36 59 08.     (N)    089 04 34.     (W)     SCALED    
 GD0568* NAVD 88     -       114.013  (meters)     374.06   (feet)  ADJUSTED  
 GD0568  ___________________________________________________________________
 GD0568  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0568  DYNAMIC HT  -         113.928 (meters)     373.78  (feet)  COMP
 GD0568  MODELED GRAV-     979,883.1   (mgal)                       NAVD 88
 GD0568
 GD0568  VERT ORDER  -  FIRST     CLASS I
 GD0568
 GD0568.The horizontal coordinates were scaled from a topographic map and have
 GD0568.an estimated accuracy of +/- 6 seconds.
 GD0568
 GD0568.The orthometric height was determined by differential leveling
 GD0568.and adjusted by the National Geodetic Survey in June 1991..
 GD0568
 GD0568.The geoid height was determined by GEOID03.
 GD0568
 GD0568.The dynamic height is computed by dividing the NAVD 88
 GD0568.geopotential number by the normal gravity value computed on the
 GD0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0568.degrees latitude (g = 980.6199 gals.).
 GD0568
 GD0568.The modeled gravity was interpolated from observed gravity values.
 GD0568
 GD0568;                    North         East    Units  Estimated Accuracy
 GD0568;SPC KY1Z     - 1,077,660.    1,203,940.      MT  (+/- 180 meters Scaled)
 GD0568
 GD0568                          SUPERSEDED SURVEY CONTROL
 GD0568
 GD0568  NGVD 29 (??/??/??)  113.893  (m)          373.66   (f) ADJUSTED    1 1
 GD0568
 GD0568.Superseded values are not recommended for survey control.
 GD0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0568.See file dsdata.txt to determine how the superseded data were derived.
 GD0568
 GD0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF152952(NAD 83)
 GD0568_MARKER: DB = BENCH MARK DISK
 GD0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0568_STAMPING: M 128 1947
 GD0568_MARK LOGO: CGS   
 GD0568_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0568+STABILITY: SURFACE MOTION
 GD0568
 GD0568  HISTORY     - Date     Condition        Report By
 GD0568  HISTORY     - 1947     MONUMENTED       CGS
 GD0568  HISTORY     - 1968     GOOD             CGS
 GD0568  HISTORY     - 19931101 POOR             KYDT
 GD0568  HISTORY     - 20020423 MARK NOT FOUND   USACE
 GD0568
 GD0568                          STATION DESCRIPTION
 GD0568
 GD0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0568'1.6 MI N FROM WICKLIFFE.
 GD0568'ABOUT 0.2 MILE NORTH ALONG FOURTH STREET WHICH IS U.S. HIGHWAYS
 GD0568'51 AND 62 FROM THE BALLARD COUNTY COURTHOUSE AT WICKLIFFE,
 GD0568'THENCE 1.45 MILES NORTH ALONG U.S. HIGHWAY 60, 30 FEET NORTHWEST
 GD0568'OF THE CENTERLINE OF THE HIGHWAY, 25 FEET NORTHEAST OF THE
 GD0568'CENTERLINE OF A GRAVELED DRIVEWAY, 146 FEET SOUTHEAST OF THE
 GD0568'SOUTH CORNER OF A FRAME HOUSE, 128 FEET NORTHWEST AND ACROSS THE
 GD0568'HIGHWAY FROM THE NORTH CORNER OF A FRAME HOUSE, 5 1/2 FEET
 GD0568'SOUTHWEST OF A TELEPHONE POLE, 1.3 FEET NORTHWEST OF A METAL
 GD0568'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 GD0568'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 GD0568
 GD0568                          STATION RECOVERY (1993)
 GD0568
 GD0568'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GD0568'RECOVERED IN POOR CONDITION.  NOTE--TOP OF DISK HAS BEEN HIT AND MOST
 GD0568'OF DESIGNATION GONE.  THE NUMBER EIGHT AND DATE ARE STILL VISIBLE.
 GD0568
 GD0568                          STATION RECOVERY (2002)
 GD0568
 GD0568'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0568'DEBRIS PILED IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0366 ***********************************************************************
 HB0366  DESIGNATION -  M 129 RESET 1951
 HB0366  PID         -  HB0366
 HB0366  STATE/COUNTY-  KY/MCCRACKEN
 HB0366  USGS QUAD   -  PADUCAH WEST (1982)
 HB0366
 HB0366                         *CURRENT SURVEY CONTROL
 HB0366  ___________________________________________________________________
 HB0366* NAD 83(1986)-  37 06 07.     (N)    088 39 54.     (W)     SCALED    
 HB0366* NAVD 88     -       105.252  (meters)     345.31   (feet)  ADJUSTED  
 HB0366  ___________________________________________________________________
 HB0366  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HB0366  DYNAMIC HT  -         105.175 (meters)     345.06  (feet)  COMP
 HB0366  MODELED GRAV-     979,900.8   (mgal)                       NAVD 88
 HB0366
 HB0366  VERT ORDER  -  FIRST     CLASS I
 HB0366
 HB0366.The horizontal coordinates were scaled from a topographic map and have
 HB0366.an estimated accuracy of +/- 6 seconds.
 HB0366
 HB0366.The orthometric height was determined by differential leveling
 HB0366.and adjusted by the National Geodetic Survey in June 1991..
 HB0366
 HB0366.The geoid height was determined by GEOID03.
 HB0366
 HB0366.The dynamic height is computed by dividing the NAVD 88
 HB0366.geopotential number by the normal gravity value computed on the
 HB0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0366.degrees latitude (g = 980.6199 gals.).
 HB0366
 HB0366.The modeled gravity was interpolated from observed gravity values.
 HB0366
 HB0366;                    North         East    Units  Estimated Accuracy
 HB0366;SPC KY1Z     - 1,089,350.    1,240,920.      MT  (+/- 180 meters Scaled)
 HB0366
 HB0366                          SUPERSEDED SURVEY CONTROL
 HB0366
 HB0366  NGVD 29 (??/??/??)  105.249  (m)          345.30   (f) ADJUSTED    1 1
 HB0366
 HB0366.Superseded values are not recommended for survey control.
 HB0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0366.See file dsdata.txt to determine how the superseded data were derived.
 HB0366
 HB0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG520074(NAD 83)
 HB0366_MARKER: DB = BENCH MARK DISK
 HB0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0366_SP_SET: CULVERT
 HB0366_STAMPING: M 129 1951 RESET
 HB0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0366+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 HB0366
 HB0366  HISTORY     - Date     Condition        Report By
 HB0366  HISTORY     - 1951     MONUMENTED       CGS
 HB0366  HISTORY     - 1968     GOOD             CGS
 HB0366  HISTORY     - 20031018 GOOD             USPSQD
 HB0366  HISTORY     - 20050601 GOOD             KYDT
 HB0366
 HB0366                          STATION DESCRIPTION
 HB0366
 HB0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0366'4.4 MI W FROM PADUCAH.
 HB0366'ABOUT 0.1 MILE NORTHWEST ALONG NORTH 5TH STREET FROM THE POST
 HB0366'OFFICE AT PADUCAH, THENCE 0.2 MILE SOUTHWEST ALONG JEFFERSON
 HB0366'STREET, THENCE 1.8 MILES NORTHWEST ALONG 8TH STREET WHICH IS THE
 HB0366'BUSINESS ROUTE FOR U.S. HIGHWAY 45, THENCE 0.4 MILE SOUTHWEST
 HB0366'ALONG JULIA STREET WHICH IS U.S. HIGHWAY 45, THENCE 1.95 MILES
 HB0366'WEST ALONG CAIRO ROAD WHICH IS STATE HIGHWAY 305, 0.2 MILE EAST
 HB0366'OF A JUNCTION OF THE ROAD AND STATE HIGHWAY 1420, 19 FEET NORTH
 HB0366'OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP AND 2.0 FEET EAST
 HB0366'OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT
 HB0366'UNDER THE ROAD, 26 FEET WEST OF THE CENTERLINE OF A GRAVELED
 HB0366'DRIVEWAY, 153 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 HB0366'HOUSE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 HB0366
 HB0366                          STATION RECOVERY (2003)
 HB0366
 HB0366'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0366'RECOVERED IN GOOD CONDITION.
 HB0366
 HB0366                          STATION RECOVERY (2005)
 HB0366
 HB0366'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2073 ***********************************************************************
 GB2073  DESIGNATION -  M 13
 GB2073  PID         -  GB2073
 GB2073  STATE/COUNTY-  KY/METCALFE
 GB2073  USGS QUAD   -  EDMONTON (1982)
 GB2073
 GB2073                         *CURRENT SURVEY CONTROL
 GB2073  ___________________________________________________________________
 GB2073* NAD 83(1986)-  36 58 45.     (N)    085 36 43.     (W)     SCALED    
 GB2073* NAVD 88     -       256.661  (meters)     842.06   (feet)  ADJUSTED  
 GB2073  ___________________________________________________________________
 GB2073  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GB2073  DYNAMIC HT  -         256.454 (meters)     841.38  (feet)  COMP
 GB2073  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 GB2073
 GB2073  VERT ORDER  -  FIRST     CLASS I
 GB2073
 GB2073.The horizontal coordinates were scaled from a topographic map and have
 GB2073.an estimated accuracy of +/- 6 seconds.
 GB2073
 GB2073.The orthometric height was determined by differential leveling
 GB2073.and adjusted by the National Geodetic Survey in June 1991..
 GB2073
 GB2073.The geoid height was determined by GEOID03.
 GB2073
 GB2073.The dynamic height is computed by dividing the NAVD 88
 GB2073.geopotential number by the normal gravity value computed on the
 GB2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2073.degrees latitude (g = 980.6199 gals.).
 GB2073
 GB2073.The modeled gravity was interpolated from observed gravity values.
 GB2073
 GB2073;                    North         East    Units  Estimated Accuracy
 GB2073;SPC KY1Z     - 1,071,690.    1,512,290.      MT  (+/- 180 meters Scaled)
 GB2073
 GB2073                          SUPERSEDED SURVEY CONTROL
 GB2073
 GB2073  NGVD 29 (??/??/92)  256.807  (m)          842.54   (f) ADJ UNCH    1 1
 GB2073
 GB2073.Superseded values are not recommended for survey control.
 GB2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2073.See file dsdata.txt to determine how the superseded data were derived.
 GB2073
 GB2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF235934(NAD 83)
 GB2073_MARKER: DB = BENCH MARK DISK
 GB2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2073_STAMPING: M 13 1928 842.538
 GB2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2073+STABILITY: SURFACE MOTION
 GB2073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB2073+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 GB2073
 GB2073  HISTORY     - Date     Condition        Report By
 GB2073  HISTORY     - 1928     MONUMENTED       CGS
 GB2073  HISTORY     - 1968     GOOD             NGS
 GB2073  HISTORY     - 20010412 GOOD             KYDT
 GB2073
 GB2073                          STATION DESCRIPTION
 GB2073
 GB2073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB2073'AT EDMONTON.
 GB2073'AT EDMONTON, 115 FEET WEST OF THE NORTHWEST CORNER OF THE METCALFE
 GB2073'COUNTY COURTHOUSE, SET IN THE TOP OF A CONCRETE POST ON THE
 GB2073'NORTH SIDE OF THE EAST-WEST CONCRETE SIDEWALK WHICH LEADS TO
 GB2073'THE ENTRANCE OF THE COURTHOUSE, 35 FEET EAST OF THE CENTERLINE OF
 GB2073'MAIN STREET WHICH IS STATE HIGHWAY 163, 168 FEET SOUTH OF THE
 GB2073'CENTERLINE OF STOCKTON STREET, 6 FEET EAST OF THE EAST CONCRETE
 GB2073'CURB OF MAIN STREET, 4 FEET ABOVE THE LEVEL OF THE CONCRETE
 GB2073'SIDEWALK, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE STREET.
 GB2073
 GB2073                          STATION RECOVERY (2001)
 GB2073
 GB2073'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GB2073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0393 ***********************************************************************
 HB0393  DESIGNATION -  M 130
 HB0393  PID         -  HB0393
 HB0393  STATE/COUNTY-  KY/BALLARD
 HB0393  USGS QUAD   -  LA CENTER (1975)
 HB0393
 HB0393                         *CURRENT SURVEY CONTROL
 HB0393  ___________________________________________________________________
 HB0393* NAD 83(1986)-  37 04 54.     (N)    088 53 09.     (W)     SCALED    
 HB0393* NAVD 88     -       125.488  (meters)     411.71   (feet)  ADJUSTED  
 HB0393  ___________________________________________________________________
 HB0393  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB0393  DYNAMIC HT  -         125.396 (meters)     411.40  (feet)  COMP
 HB0393  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 HB0393
 HB0393  VERT ORDER  -  FIRST     CLASS I
 HB0393
 HB0393.The horizontal coordinates were scaled from a topographic map and have
 HB0393.an estimated accuracy of +/- 6 seconds.
 HB0393
 HB0393.The orthometric height was determined by differential leveling
 HB0393.and adjusted by the National Geodetic Survey in June 1991..
 HB0393
 HB0393.The geoid height was determined by GEOID03.
 HB0393
 HB0393.The dynamic height is computed by dividing the NAVD 88
 HB0393.geopotential number by the normal gravity value computed on the
 HB0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0393.degrees latitude (g = 980.6199 gals.).
 HB0393
 HB0393.The modeled gravity was interpolated from observed gravity values.
 HB0393
 HB0393;                    North         East    Units  Estimated Accuracy
 HB0393;SPC KY1Z     - 1,087,740.    1,221,230.      MT  (+/- 180 meters Scaled)
 HB0393
 HB0393                          SUPERSEDED SURVEY CONTROL
 HB0393
 HB0393  NGVD 29 (??/??/??)  125.427  (m)          411.51   (f) ADJUSTED    1 1
 HB0393
 HB0393.Superseded values are not recommended for survey control.
 HB0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0393.See file dsdata.txt to determine how the superseded data were derived.
 HB0393
 HB0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG323055(NAD 83)
 HB0393_MARKER: DB = BENCH MARK DISK
 HB0393_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HB0393_SP_SET: CULVERT HEADWALL
 HB0393_STAMPING: M 130 1947
 HB0393_MARK LOGO: CGS   
 HB0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0393+STABILITY: SURFACE MOTION
 HB0393
 HB0393  HISTORY     - Date     Condition        Report By
 HB0393  HISTORY     - 1947     MONUMENTED       CGS
 HB0393  HISTORY     - 1968     GOOD             CGS
 HB0393  HISTORY     - 19930801 GOOD             KYDT
 HB0393
 HB0393                          STATION DESCRIPTION
 HB0393
 HB0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0393'0.2 MI SE FROM KEVIL.
 HB0393'ABOUT 0.1 MILE SOUTH ALONG WALLACE AVENUE FROM THE POST OFFICE
 HB0393'AT KEVIL, THENCE 0.05 MILE EAST ALONG U.S. HIGHWAY 60, SET IN
 HB0393'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 HB0393'DOUBLE-CHANNEL CULVERT UNDER THE HIGHWAY, 14 FEET SOUTH OF THE
 HB0393'CENTERLINE OF THE HIGHWAY, 80 FEET WEST OF THE CENTERLINE OF A
 HB0393'GRAVELED DRIVEWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 HB0393
 HB0393                          STATION RECOVERY (1993)
 HB0393
 HB0393'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 HB0393'RECOVERED IN GOOD CONDITION.  NOTE--MARK IS ALSO 135 FEET (41.1 M)
 HB0393'EAST OF KENTUCKY HIGHWAY 473 TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1755 ***********************************************************************
 GC1755  DESIGNATION -  M 131
 GC1755  PID         -  GC1755
 GC1755  STATE/COUNTY-  KY/TRIGG
 GC1755  USGS QUAD   -  GRACEY (1974)
 GC1755
 GC1755                         *CURRENT SURVEY CONTROL
 GC1755  ___________________________________________________________________
 GC1755* NAD 83(1986)-  36 53 13.     (N)    087 43 15.     (W)     SCALED    
 GC1755* NAVD 88     -       152.352  (meters)     499.84   (feet)  ADJUSTED  
 GC1755  ___________________________________________________________________
 GC1755  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC1755  DYNAMIC HT  -         152.234 (meters)     499.45  (feet)  COMP
 GC1755  MODELED GRAV-     979,853.9   (mgal)                       NAVD 88
 GC1755
 GC1755  VERT ORDER  -  FIRST     CLASS I
 GC1755
 GC1755.The horizontal coordinates were scaled from a topographic map and have
 GC1755.an estimated accuracy of +/- 6 seconds.
 GC1755
 GC1755.The orthometric height was determined by differential leveling
 GC1755.and adjusted by the National Geodetic Survey in June 1991..
 GC1755.WARNING-Repeat measurements at this control monument indicate possible
 GC1755.vertical movement.
 GC1755
 GC1755.The geoid height was determined by GEOID03.
 GC1755
 GC1755.The dynamic height is computed by dividing the NAVD 88
 GC1755.geopotential number by the normal gravity value computed on the
 GC1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1755.degrees latitude (g = 980.6199 gals.).
 GC1755
 GC1755.The modeled gravity was interpolated from observed gravity values.
 GC1755
 GC1755;                    North         East    Units  Estimated Accuracy
 GC1755;SPC KY1Z     - 1,063,300.    1,324,320.      MT  (+/- 180 meters Scaled)
 GC1755
 GC1755                          SUPERSEDED SURVEY CONTROL
 GC1755
 GC1755  NGVD 29 (??/??/92)  152.423  (m)          500.07   (f) ADJ UNCH    1 1
 GC1755
 GC1755.Superseded values are not recommended for survey control.
 GC1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1755.See file dsdata.txt to determine how the superseded data were derived.
 GC1755
 GC1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF357825(NAD 83)
 GC1755_MARKER: DB = BENCH MARK DISK
 GC1755_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1755_SP_SET: CULVERT
 GC1755_STAMPING: M 131 1948
 GC1755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1755
 GC1755  HISTORY     - Date     Condition        Report By
 GC1755  HISTORY     - 1948     MONUMENTED       CGS
 GC1755  HISTORY     - 1968     GOOD             NGS
 GC1755  HISTORY     - 20020702 MARK NOT FOUND   KYDT
 GC1755
 GC1755                          STATION DESCRIPTION
 GC1755
 GC1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1755'3.9 MI W FROM GRACEY.
 GC1755'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1755'STATION AT GRACEY, THENCE 3.65 MILES WEST ALONG U.S. HIGHWAY 68
 GC1755'AND STATE HIGHWAY 80, 0.25 MILE EAST OF MONTGOMERY CHURCH, SET IN
 GC1755'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 GC1755'CULVERT UNDER THE HIGHWAY, 17 FEET SOUTH OF THE CENTERLINE OF
 GC1755'THE HIGHWAY, 14 FEET NORTHWEST OF THE NORTHWEST SIDE OF A
 GC1755'BUILDING, 5 FEET NORTHWEST OF POWER POLE NUMBER 126, AND ABOUT
 GC1755'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 GC1755
 GC1755                          STATION RECOVERY (2002)
 GC1755
 GC1755'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GC1755'THE ROAD HAS BEEN WIDENED AT THIS LOCATION, NO HEADWALL OR CULVERT
 GC1755'PRESENT, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0609 ***********************************************************************
 GD0609  DESIGNATION -  M 132
 GD0609  PID         -  GD0609
 GD0609  STATE/COUNTY-  KY/HICKMAN
 GD0609  USGS QUAD   -  ARLINGTON (1982)
 GD0609
 GD0609                         *CURRENT SURVEY CONTROL
 GD0609  ___________________________________________________________________
 GD0609* NAD 83(1986)-  36 46 03.     (N)    089 00 45.     (W)     SCALED    
 GD0609* NAVD 88     -       105.765  (meters)     347.00   (feet)  ADJUSTED  
 GD0609  ___________________________________________________________________
 GD0609  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GD0609  DYNAMIC HT  -         105.684 (meters)     346.73  (feet)  COMP
 GD0609  MODELED GRAV-     979,859.9   (mgal)                       NAVD 88
 GD0609
 GD0609  VERT ORDER  -  FIRST     CLASS II
 GD0609
 GD0609.The horizontal coordinates were scaled from a topographic map and have
 GD0609.an estimated accuracy of +/- 6 seconds.
 GD0609
 GD0609.The orthometric height was determined by differential leveling
 GD0609.and adjusted by the National Geodetic Survey in June 1991..
 GD0609
 GD0609.The geoid height was determined by GEOID03.
 GD0609
 GD0609.The dynamic height is computed by dividing the NAVD 88
 GD0609.geopotential number by the normal gravity value computed on the
 GD0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0609.degrees latitude (g = 980.6199 gals.).
 GD0609
 GD0609.The modeled gravity was interpolated from observed gravity values.
 GD0609
 GD0609;                    North         East    Units  Estimated Accuracy
 GD0609;SPC KY1Z     - 1,053,280.    1,208,750.      MT  (+/- 180 meters Scaled)
 GD0609
 GD0609                          SUPERSEDED SURVEY CONTROL
 GD0609
 GD0609  NGVD 29 (??/??/??)  105.656  (m)          346.64   (f) ADJUSTED    1 2
 GD0609
 GD0609.Superseded values are not recommended for survey control.
 GD0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0609.See file dsdata.txt to determine how the superseded data were derived.
 GD0609
 GD0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF203709(NAD 83)
 GD0609_MARKER: DB = BENCH MARK DISK
 GD0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0609_STAMPING: M 132 1948
 GD0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0609+STABILITY: SURFACE MOTION
 GD0609
 GD0609  HISTORY     - Date     Condition        Report By
 GD0609  HISTORY     - 1948     MONUMENTED       CGS
 GD0609  HISTORY     - 20020813 MARK NOT FOUND   USACE
 GD0609
 GD0609                          STATION DESCRIPTION
 GD0609
 GD0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0609'1.6 MI S FROM ARLINGTON.
 GD0609'1.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0609'STATION AT ARLINGTON, AT A DIM PUBLIC ROAD CROSSING, AT THE NORTH
 GD0609'END OF A CUT, 46 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 134
 GD0609'FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 18.8 FEET
 GD0609'NORTHEAST OF A TELEPHONE POLE, 2.5 FEET WEST OF THE R/W FENCE
 GD0609'LINE, 117 FEET NORTH OF A FENCE CORNER, 120 FEET NORTH-NORTHEAST
 GD0609'OF A CROSSING WARNING SIGN, 2 FEET NORTH OF A WHITE WOODEN
 GD0609'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 GD0609'OF A CONCRETE POST PROJECTING 4 INCHES.
 GD0609
 GD0609                          STATION RECOVERY (2002)
 GD0609
 GD0609'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1100 ***********************************************************************
 GC1100  DESIGNATION -  M 133
 GC1100  PID         -  GC1100
 GC1100  STATE/COUNTY-  KY/CHRISTIAN
 GC1100  USGS QUAD   -  OAK GROVE (1982)
 GC1100
 GC1100                         *CURRENT SURVEY CONTROL
 GC1100  ___________________________________________________________________
 GC1100* NAD 83(1986)-  36 43 14.     (N)    087 27 18.     (W)     SCALED    
 GC1100* NAVD 88     -       178.635  (meters)     586.07   (feet)  ADJUSTED  
 GC1100  ___________________________________________________________________
 GC1100  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC1100  DYNAMIC HT  -         178.491 (meters)     585.60  (feet)  COMP
 GC1100  MODELED GRAV-     979,820.8   (mgal)                       NAVD 88
 GC1100
 GC1100  VERT ORDER  -  FIRST     CLASS II
 GC1100
 GC1100.The horizontal coordinates were scaled from a topographic map and have
 GC1100.an estimated accuracy of +/- 6 seconds.
 GC1100
 GC1100.The orthometric height was determined by differential leveling
 GC1100.and adjusted by the National Geodetic Survey in June 1991..
 GC1100
 GC1100.The geoid height was determined by GEOID03.
 GC1100
 GC1100.The dynamic height is computed by dividing the NAVD 88
 GC1100.geopotential number by the normal gravity value computed on the
 GC1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1100.degrees latitude (g = 980.6199 gals.).
 GC1100
 GC1100.The modeled gravity was interpolated from observed gravity values.
 GC1100
 GC1100;                    North         East    Units  Estimated Accuracy
 GC1100;SPC KY1Z     - 1,044,370.    1,347,670.      MT  (+/- 180 meters Scaled)
 GC1100
 GC1100                          SUPERSEDED SURVEY CONTROL
 GC1100
 GC1100  NGVD 29 (??/??/92)  178.666  (m)          586.17   (f) ADJ UNCH    1 2
 GC1100
 GC1100.Superseded values are not recommended for survey control.
 GC1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1100.See file dsdata.txt to determine how the superseded data were derived.
 GC1100
 GC1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF593639(NAD 83)
 GC1100_MARKER: DB = BENCH MARK DISK
 GC1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1100_STAMPING: M 133 1949
 GC1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1100+STABILITY: SURFACE MOTION
 GC1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1100+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2002
 GC1100
 GC1100  HISTORY     - Date     Condition        Report By
 GC1100  HISTORY     - 1949     MONUMENTED       CGS
 GC1100  HISTORY     - 1968     GOOD             NGS
 GC1100  HISTORY     - 20020702 GOOD             KYDT
 GC1100
 GC1100                          STATION DESCRIPTION
 GC1100
 GC1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1100'10.8 MI S FROM HOPKINSVILLE.
 GC1100'10.75 MILES SOUTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1100'THE JUNCTION OF THE ILLINOIS CENTRAL RAILROAD AT HOPKINSVILLE,
 GC1100'ABOUT 0.9 MILE SOUTH OF A ROAD CROSSING AND FIDELIO AND JOHN G.
 GC1100'MOSS GROCERY STORE, AT A PUBLIC EAST-WEST GRAVEL ROAD CROSSING,
 GC1100'44.8 FEET EAST OF THE EAST RAIL, 38 FEET SOUTH OF THE CENTER
 GC1100'LINE OF THE GRAVEL ROAD, 78 FEET SOUTHEAST OF THE CENTER OF THE
 GC1100'CROSSING, 21.5 FEET SOUTH OF A FENCE CORNER, 29 FEET SOUTH OF A
 GC1100'TELEPHONE POLE, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A
 GC1100'WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE TRACK AND SET
 GC1100'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GC1100
 GC1100                          STATION RECOVERY (1968)
 GC1100
 GC1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC1100'RECOVERED IN GOOD CONDITION.
 GC1100
 GC1100                          STATION RECOVERY (2002)
 GC1100
 GC1100'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GC1100'MARK IS AT THE CROSSING OF KY 1453, 41.8 FEET SOUTH OF CENTERLINE OF
 GC1100'ROAD, 81.5 FEET SOUTHEAST OF CENTER OF CROSSING, 18 FEET SOUTH OF A
 GC1100'FENCE CORNER, 30.2 FEET SOUTH OF A TELEPHONE POLE, 4 FEET WEST OF
 GC1100'FENCE, 1.5 FEET WEST OF A US ARMY CORPS OF ENGINEERS FIBERGLASS
 GC1100'WITNESS POST AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1713 ***********************************************************************
 GC1713  DESIGNATION -  M 134
 GC1713  PID         -  GC1713
 GC1713  STATE/COUNTY-  KY/CHRISTIAN
 GC1713  USGS QUAD   -  CHURCH HILL (1981)
 GC1713
 GC1713                         *CURRENT SURVEY CONTROL
 GC1713  ___________________________________________________________________
 GC1713* NAD 83(1986)-  36 52 13.     (N)    087 32 08.     (W)     SCALED    
 GC1713* NAVD 88     -       170.952  (meters)     560.87   (feet)  ADJUSTED  
 GC1713  ___________________________________________________________________
 GC1713  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC1713  DYNAMIC HT  -         170.818 (meters)     560.43  (feet)  COMP
 GC1713  MODELED GRAV-     979,838.9   (mgal)                       NAVD 88
 GC1713
 GC1713  VERT ORDER  -  FIRST     CLASS I
 GC1713
 GC1713.The horizontal coordinates were scaled from a topographic map and have
 GC1713.an estimated accuracy of +/- 6 seconds.
 GC1713
 GC1713.The orthometric height was determined by differential leveling
 GC1713.and adjusted by the National Geodetic Survey in June 1991..
 GC1713.WARNING-Repeat measurements at this control monument indicate possible
 GC1713.vertical movement.
 GC1713
 GC1713.The geoid height was determined by GEOID03.
 GC1713
 GC1713.The dynamic height is computed by dividing the NAVD 88
 GC1713.geopotential number by the normal gravity value computed on the
 GC1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1713.degrees latitude (g = 980.6199 gals.).
 GC1713
 GC1713.The modeled gravity was interpolated from observed gravity values.
 GC1713
 GC1713;                    North         East    Units  Estimated Accuracy
 GC1713;SPC KY1Z     - 1,061,120.    1,340,800.      MT  (+/- 180 meters Scaled)
 GC1713
 GC1713                          SUPERSEDED SURVEY CONTROL
 GC1713
 GC1713  NGVD 29 (??/??/92)  171.020  (m)          561.09   (f) ADJ UNCH    1 1
 GC1713
 GC1713.Superseded values are not recommended for survey control.
 GC1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1713.See file dsdata.txt to determine how the superseded data were derived.
 GC1713
 GC1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF522806(NAD 83)
 GC1713_MARKER: DB = BENCH MARK DISK
 GC1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1713_STAMPING: M 134 1949
 GC1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1713+STABILITY: SURFACE MOTION
 GC1713
 GC1713  HISTORY     - Date     Condition        Report By
 GC1713  HISTORY     - 1949     MONUMENTED       CGS
 GC1713  HISTORY     - 1968     GOOD             NGS
 GC1713
 GC1713                          STATION DESCRIPTION
 GC1713
 GC1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1713'2.8 MI W FROM HOPKINSVILLE.
 GC1713'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1713'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.1 MILE
 GC1713'NORTHWEST ALONG WEST 9TH STREET WHICH IS U.S. HIGHWAY 68 AND
 GC1713'STATE HIGHWAYS 80 AND 109, THENCE 2.6 MILES WEST ALONG THE
 GC1713'ILLINOIS CENTRAL RAILROAD, 0.2 MILE WEST OF MILEPOST 128, 40 1/2
 GC1713'FEET SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 GC1713'PAVED ROAD, 37 FEET SOUTH OF THE SOUTH RAIL, 24 FEET SOUTHEAST
 GC1713'OF THE CENTERLINE OF THE ROAD, 20 FEET EAST OF A TELEPHONE POLE,
 GC1713'4 FEET SOUTHEAST OF A 24-INCH OAK TREE, 1/2 FOOT NORTH OF A
 GC1713'FENCE, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 GC1713'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 GC1713'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0878 ***********************************************************************
 HA0878  DESIGNATION -  M 135
 HA0878  PID         -  HA0878
 HA0878  STATE/COUNTY-  KY/CALDWELL
 HA0878  USGS QUAD   -  PRINCETON EAST (1967)
 HA0878
 HA0878                         *CURRENT SURVEY CONTROL
 HA0878  ___________________________________________________________________
 HA0878* NAD 83(1986)-  37 04 42.     (N)    087 51 12.     (W)     SCALED    
 HA0878* NAVD 88     -       143.425  (meters)     470.55   (feet)  ADJUSTED  
 HA0878  ___________________________________________________________________
 HA0878  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HA0878  DYNAMIC HT  -         143.316 (meters)     470.20  (feet)  COMP
 HA0878  MODELED GRAV-     979,866.1   (mgal)                       NAVD 88
 HA0878
 HA0878  VERT ORDER  -  FIRST     CLASS I
 HA0878
 HA0878.The horizontal coordinates were scaled from a topographic map and have
 HA0878.an estimated accuracy of +/- 6 seconds.
 HA0878
 HA0878.The orthometric height was determined by differential leveling
 HA0878.and adjusted by the National Geodetic Survey in June 1991..
 HA0878
 HA0878.The geoid height was determined by GEOID03.
 HA0878
 HA0878.The dynamic height is computed by dividing the NAVD 88
 HA0878.geopotential number by the normal gravity value computed on the
 HA0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0878.degrees latitude (g = 980.6199 gals.).
 HA0878
 HA0878.The modeled gravity was interpolated from observed gravity values.
 HA0878
 HA0878;                    North         East    Units  Estimated Accuracy
 HA0878;SPC KY1Z     - 1,084,790.    1,312,990.      MT  (+/- 180 meters Scaled)
 HA0878
 HA0878                          SUPERSEDED SURVEY CONTROL
 HA0878
 HA0878  NGVD 29 (??/??/92)  143.495  (m)          470.78   (f) ADJ UNCH    1 1
 HA0878
 HA0878.Superseded values are not recommended for survey control.
 HA0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0878.See file dsdata.txt to determine how the superseded data were derived.
 HA0878
 HA0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG241039(NAD 83)
 HA0878_MARKER: DB = BENCH MARK DISK
 HA0878_SETTING: 66 = SET IN ROCK OUTCROP
 HA0878_SP_SET: ROCK OUTCROP
 HA0878_STAMPING: M 135 1949
 HA0878_MARK LOGO: CGS   
 HA0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0878+STABILITY: POSITION/ELEVATION WELL
 HA0878
 HA0878  HISTORY     - Date     Condition        Report By
 HA0878  HISTORY     - 1949     MONUMENTED       CGS
 HA0878  HISTORY     - 1968     GOOD             NGS
 HA0878  HISTORY     - 1985     GOOD             NGS
 HA0878
 HA0878                          STATION DESCRIPTION
 HA0878
 HA0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0878'2.8 MI SE FROM PRINCETON.
 HA0878'ABOUT 0.3 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS
 HA0878'STATE HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL COUNTY
 HA0878'COURTHOUSE AT PRINCETON TO A CROSSING OF THE ILLINOIS CENTRAL
 HA0878'RAILROAD, THENCE 2.5 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL
 HA0878'RAILROAD, 40 FEET SOUTHWEST OF THE WEST CORNER OF A WOODEN
 HA0878'RAILROAD TRESTLE, SET IN THE TOP OF A NARROW LIMESTONE ROCK
 HA0878'OUTCROP WHICH PROJECTS 5 INCHES, 1.0 FOOT NORTH OF THE SOUTH
 HA0878'EDGE OF THE OUTCROP, 41 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 HA0878'5 1/2 FEET NORTHEAST OF A 26-INCH OAK TREE, AND ABOUT 7 FEET
 HA0878'BELOW THE LEVEL OF THE TRACK.
 HA0878
 HA0878                          STATION RECOVERY (1985)
 HA0878
 HA0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0169 ***********************************************************************
 HB0169  DESIGNATION -  M 136
 HB0169  PID         -  HB0169
 HB0169  STATE/COUNTY-  KY/LIVINGSTON
 HB0169  USGS QUAD   -  GRAND RIVERS (1993)
 HB0169
 HB0169                         *CURRENT SURVEY CONTROL
 HB0169  ___________________________________________________________________
 HB0169* NAD 83(1986)-  37 05 31.     (N)    088 14 12.     (W)     SCALED    
 HB0169* NAVD 88     -       104.344  (meters)     342.34   (feet)  ADJUSTED  
 HB0169  ___________________________________________________________________
 HB0169  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HB0169  DYNAMIC HT  -         104.268 (meters)     342.09  (feet)  COMP
 HB0169  MODELED GRAV-     979,892.9   (mgal)                       NAVD 88
 HB0169
 HB0169  VERT ORDER  -  FIRST     CLASS II
 HB0169
 HB0169.The horizontal coordinates were scaled from a topographic map and have
 HB0169.an estimated accuracy of +/- 6 seconds.
 HB0169
 HB0169.The orthometric height was determined by differential leveling
 HB0169.and adjusted by the National Geodetic Survey in June 1991..
 HB0169
 HB0169.The geoid height was determined by GEOID03.
 HB0169
 HB0169.The dynamic height is computed by dividing the NAVD 88
 HB0169.geopotential number by the normal gravity value computed on the
 HB0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0169.degrees latitude (g = 980.6199 gals.).
 HB0169
 HB0169.The modeled gravity was interpolated from observed gravity values.
 HB0169
 HB0169;                    North         East    Units  Estimated Accuracy
 HB0169;SPC KY1Z     - 1,087,140.    1,278,950.      MT  (+/- 180 meters Scaled)
 HB0169
 HB0169                          SUPERSEDED SURVEY CONTROL
 HB0169
 HB0169  NGVD 29 (??/??/??)  104.422  (m)          342.59   (f) ADJUSTED    1 2
 HB0169
 HB0169.Superseded values are not recommended for survey control.
 HB0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0169.See file dsdata.txt to determine how the superseded data were derived.
 HB0169
 HB0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG900057(NAD 83)
 HB0169_MARKER: DB = BENCH MARK DISK
 HB0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0169_STAMPING: M 136 1949
 HB0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0169+STABILITY: SURFACE MOTION
 HB0169
 HB0169  HISTORY     - Date     Condition        Report By
 HB0169  HISTORY     - 1949     MONUMENTED       CGS
 HB0169
 HB0169                          STATION DESCRIPTION
 HB0169
 HB0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0169'1 MI NW FROM IUKA.
 HB0169'ABOUT 0.25 MILE WEST ALONG OLD U.S. HIGHWAY 62 FROM THE JUNCTION OF
 HB0169'A GRAVEL ROAD LEADING SOUTH TO GRAND RIVERS AT IUKA, THENCE ABOUT
 HB0169'0.8 MILE NORTH ALONG A SMALL ROAD LEADING TO DYCUSBURG, ABOUT 0.6
 HB0169'MILE SOUTH OF A BRIDGE OVER RICHMOND CREEK, ABOUT 0.25 MILE NORTH
 HB0169'OF THE TOP OF A GRADE AND HILL TOP FARM, 67 YARDS NORTH OF THE
 HB0169'NORTH ONE OF TWO SMALL CONCRETE BRIDGES, 18 FEET WEST OF THE CENTER
 HB0169'LINE OF THE ROAD, 1.5 FEET EAST OF A PROPERTY FENCE LINE CORNER
 HB0169'IN R/W FENCE, 3 FEET SOUTH OF AN 8-INCH ELM TREE IN FENCE LINE,
 HB0169'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 HB0169'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HB0169'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0170 ***********************************************************************
 HB0170  DESIGNATION -  M 136 RESET 1951
 HB0170  PID         -  HB0170
 HB0170  STATE/COUNTY-  KY/LIVINGSTON
 HB0170  USGS QUAD   -  GRAND RIVERS (1993)
 HB0170
 HB0170                         *CURRENT SURVEY CONTROL
 HB0170  ___________________________________________________________________
 HB0170* NAD 83(1986)-  37 05 31.     (N)    088 14 12.     (W)     SCALED    
 HB0170* NAVD 88     -       104.27   (meters)     342.1    (feet)  RESET     
 HB0170  ___________________________________________________________________
 HB0170  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HB0170
 HB0170  VERT ORDER  -  THIRD
 HB0170
 HB0170.The horizontal coordinates were scaled from a topographic map and have
 HB0170.an estimated accuracy of +/- 6 seconds.
 HB0170
 HB0170.The orthometric height was computed from unverified reset data.
 HB0170.No vertical observational check was made to the station.
 HB0170
 HB0170.The geoid height was determined by GEOID03.
 HB0170
 HB0170;                    North         East    Units  Estimated Accuracy
 HB0170;SPC KY1Z     - 1,087,140.    1,278,950.      MT  (+/- 180 meters Scaled)
 HB0170
 HB0170                          SUPERSEDED SURVEY CONTROL
 HB0170
 HB0170  NGVD 29 (??/??/??)  104.346  (m)          342.34   (f) ADJUSTED    ?  
 HB0170
 HB0170.Superseded values are not recommended for survey control.
 HB0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0170.See file dsdata.txt to determine how the superseded data were derived.
 HB0170
 HB0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG900057(NAD 83)
 HB0170_MARKER: DB = BENCH MARK DISK
 HB0170_SETTING: 0 = UNSPECIFIED SETTING
 HB0170_STAMPING: M 136 RESET 1951
 HB0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0170
 HB0170  HISTORY     - Date     Condition        Report By
 HB0170  HISTORY     - 1951     MONUMENTED       KYHD
 HB0170
 HB0170                          STATION DESCRIPTION
 HB0170
 HB0170'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1951
 HB0170'0.2 MI W FROM IUKA.
 HB0170'0.25 MILE WEST ALONG OLD U.S. HIGHWAY 62 FROM THE JUNCTION OF A
 HB0170'GRAVEL ROAD LEADING SOUTH TO GRAND RIVERS AT IUKA, LIVINGSTON
 HB0170'COUNTY, THENCE 0.8 MILE NORTH ALONG A RURAL HIGHWAY LEADING TO
 HB0170'DYCUSBURG, 0.6 MILE SOUTH OF A TRIPLE CONCRETE CULVERT IN RICHMOND
 HB0170'CREEK, 0.25 MILE NORTH OF A SUMMIT, 67 YARDS NORTH OF A LARGE
 HB0170'SECTIONAL-PLATE METAL-ARCH CULVERT, 30 FEET WEST OF THE CENTERLINE
 HB0170'OF THE ROAD, 3 FEET WEST OF A 6-INCH ELM TREE AT A PROPERTY-FENCE
 HB0170'CORNER, AND 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0250 ***********************************************************************
 HZ0250  DESIGNATION -  M 137
 HZ0250  PID         -  HZ0250
 HZ0250  STATE/COUNTY-  KY/SCOTT
 HZ0250  USGS QUAD   -  SADIEVILLE (1978)
 HZ0250
 HZ0250                         *CURRENT SURVEY CONTROL
 HZ0250  ___________________________________________________________________
 HZ0250* NAD 83(1986)-  38 24 33.     (N)    084 31 58.     (W)     SCALED    
 HZ0250* NAVD 88     -       267.808  (meters)     878.63   (feet)  ADJUSTED  
 HZ0250  ___________________________________________________________________
 HZ0250  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HZ0250  DYNAMIC HT  -         267.618 (meters)     878.01  (feet)  COMP
 HZ0250  MODELED GRAV-     979,913.4   (mgal)                       NAVD 88
 HZ0250
 HZ0250  VERT ORDER  -  FIRST     CLASS II
 HZ0250
 HZ0250.The horizontal coordinates were scaled from a topographic map and have
 HZ0250.an estimated accuracy of +/- 6 seconds.
 HZ0250
 HZ0250.The orthometric height was determined by differential leveling
 HZ0250.and adjusted by the National Geodetic Survey in June 1991..
 HZ0250
 HZ0250.The geoid height was determined by GEOID03.
 HZ0250
 HZ0250.The dynamic height is computed by dividing the NAVD 88
 HZ0250.geopotential number by the normal gravity value computed on the
 HZ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0250.degrees latitude (g = 980.6199 gals.).
 HZ0250
 HZ0250.The modeled gravity was interpolated from observed gravity values.
 HZ0250
 HZ0250;                    North         East    Units  Estimated Accuracy
 HZ0250;SPC KY1Z     - 1,231,080.    1,606,310.      MT  (+/- 180 meters Scaled)
 HZ0250
 HZ0250                          SUPERSEDED SURVEY CONTROL
 HZ0250
 HZ0250  NGVD 29 (??/??/92)  267.981  (m)          879.20   (f) ADJ UNCH    1 2
 HZ0250
 HZ0250.Superseded values are not recommended for survey control.
 HZ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0250.See file dsdata.txt to determine how the superseded data were derived.
 HZ0250
 HZ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH154540(NAD 83)
 HZ0250_MARKER: DB = BENCH MARK DISK
 HZ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0250_STAMPING: M 137 1949
 HZ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0250+STABILITY: SURFACE MOTION
 HZ0250
 HZ0250  HISTORY     - Date     Condition        Report By
 HZ0250  HISTORY     - 1949     MONUMENTED       CGS
 HZ0250
 HZ0250                          STATION DESCRIPTION
 HZ0250
 HZ0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0250'1.4 MI N FROM SADIEVILLE.
 HZ0250'ABOUT 1.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 HZ0250'AT SADIEVILLE, ABOUT 60 YARDS NORTHEAST OF BLOCK SIGNAL NO. 55.2,
 HZ0250'AT THE SOUTHWEST END OF A CUT, 86 FEET SOUTHEAST OF THE SOUTHEAST
 HZ0250'RAIL OF THE SOUTHEAST TRACK, 1 FOOT SOUTHEAST OF A FENCE LINE,
 HZ0250'5.5 FEET NORTHEAST OF A TWIN 5-INCH HICKORY TREE, 128 FEET
 HZ0250'SOUTHWEST OF A FENCE CORNER IN R/W FENCE LINE, 2 FEET SOUTHEAST
 HZ0250'OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET ABOVE THE TRACK
 HZ0250'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0134 ***********************************************************************
 HB0134  DESIGNATION -  M 138
 HB0134  PID         -  HB0134
 HB0134  STATE/COUNTY-  KY/CRITTENDEN
 HB0134  USGS QUAD   -  MARION (1954)
 HB0134
 HB0134                         *CURRENT SURVEY CONTROL
 HB0134  ___________________________________________________________________
 HB0134* NAD 83(1986)-  37 16 13.     (N)    088 05 00.     (W)     SCALED    
 HB0134* NAVD 88     -       195.036  (meters)     639.88   (feet)  ADJUSTED  
 HB0134  ___________________________________________________________________
 HB0134  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 HB0134  DYNAMIC HT  -         194.891 (meters)     639.40  (feet)  COMP
 HB0134  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 HB0134
 HB0134  VERT ORDER  -  FIRST     CLASS II
 HB0134
 HB0134.The horizontal coordinates were scaled from a topographic map and have
 HB0134.an estimated accuracy of +/- 6 seconds.
 HB0134
 HB0134.The orthometric height was determined by differential leveling
 HB0134.and adjusted by the National Geodetic Survey in June 1991..
 HB0134
 HB0134.The geoid height was determined by GEOID03.
 HB0134
 HB0134.The dynamic height is computed by dividing the NAVD 88
 HB0134.geopotential number by the normal gravity value computed on the
 HB0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0134.degrees latitude (g = 980.6199 gals.).
 HB0134
 HB0134.The modeled gravity was interpolated from observed gravity values.
 HB0134
 HB0134;                    North         East    Units  Estimated Accuracy
 HB0134;SPC KY1Z     - 1,106,570.    1,293,070.      MT  (+/- 180 meters Scaled)
 HB0134
 HB0134                          SUPERSEDED SURVEY CONTROL
 HB0134
 HB0134  NGVD 29 (??/??/??)  195.106  (m)          640.11   (f) ADJUSTED    1 2
 HB0134
 HB0134.Superseded values are not recommended for survey control.
 HB0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0134.See file dsdata.txt to determine how the superseded data were derived.
 HB0134
 HB0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG039254(NAD 83)
 HB0134_MARKER: DB = BENCH MARK DISK
 HB0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0134_STAMPING: M 138 1949
 HB0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0134+STABILITY: SURFACE MOTION
 HB0134
 HB0134  HISTORY     - Date     Condition        Report By
 HB0134  HISTORY     - 1949     MONUMENTED       CGS
 HB0134  HISTORY     - 1985     MARK NOT FOUND   NGS
 HB0134
 HB0134                          STATION DESCRIPTION
 HB0134
 HB0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0134'AT CRAYNE.
 HB0134'AT CRAYNE, ALONG THE ILLINOIS CENTRAL RAILROAD, 148 FEET
 HB0134'SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD CROSSING AND MAIN TRACK,
 HB0134'54 FEET EAST AND ACROSS THE TRACK FROM THE SOUTHEAST CORNER OF THE
 HB0134'STATION, 31 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 HB0134'SECTION HOUSE, 33.8 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 HB0134'30 FEET WEST OF THE SOUTHWEST CORNER OF A LOW WHITE FRAME HOUSE,
 HB0134'7 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 3 FEET BELOW THE TRACK
 HB0134'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 HB0134
 HB0134                          STATION RECOVERY (1985)
 HB0134
 HB0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0134'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0941 ***********************************************************************
 HA0941  DESIGNATION -  M 139
 HA0941  PID         -  HA0941
 HA0941  STATE/COUNTY-  KY/UNION
 HA0941  USGS QUAD   -  STURGIS (1969)
 HA0941
 HA0941                         *CURRENT SURVEY CONTROL
 HA0941  ___________________________________________________________________
 HA0941* NAD 83(1986)-  37 31 08.     (N)    087 58 15.     (W)     SCALED    
 HA0941* NAVD 88     -       113.140  (meters)     371.19   (feet)  ADJUSTED  
 HA0941  ___________________________________________________________________
 HA0941  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 HA0941  DYNAMIC HT  -         113.059 (meters)     370.93  (feet)  COMP
 HA0941  MODELED GRAV-     979,911.9   (mgal)                       NAVD 88
 HA0941
 HA0941  VERT ORDER  -  FIRST     CLASS II
 HA0941
 HA0941.The horizontal coordinates were scaled from a topographic map and have
 HA0941.an estimated accuracy of +/- 6 seconds.
 HA0941
 HA0941.The orthometric height was determined by differential leveling
 HA0941.and adjusted by the National Geodetic Survey in June 1991..
 HA0941
 HA0941.The geoid height was determined by GEOID03.
 HA0941
 HA0941.The dynamic height is computed by dividing the NAVD 88
 HA0941.geopotential number by the normal gravity value computed on the
 HA0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0941.degrees latitude (g = 980.6199 gals.).
 HA0941
 HA0941.The modeled gravity was interpolated from observed gravity values.
 HA0941
 HA0941;                    North         East    Units  Estimated Accuracy
 HA0941;SPC KY1Z     - 1,133,910.    1,303,710.      MT  (+/- 180 meters Scaled)
 HA0941
 HA0941                          SUPERSEDED SURVEY CONTROL
 HA0941
 HA0941  NGVD 29 (??/??/92)  113.236  (m)          371.51   (f) ADJ UNCH    1 2
 HA0941
 HA0941.Superseded values are not recommended for survey control.
 HA0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0941.See file dsdata.txt to determine how the superseded data were derived.
 HA0941
 HA0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG142528(NAD 83)
 HA0941_MARKER: DB = BENCH MARK DISK
 HA0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0941_STAMPING: M 139 1949
 HA0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0941+STABILITY: SURFACE MOTION
 HA0941
 HA0941  HISTORY     - Date     Condition        Report By
 HA0941  HISTORY     - 1949     MONUMENTED       CGS
 HA0941  HISTORY     - 1969     MARK NOT FOUND   NGS
 HA0941
 HA0941                          STATION DESCRIPTION
 HA0941
 HA0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HA0941'2 MI SE FROM STURGIS.
 HA0941'ABOUT 2.05 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 HA0941'FROM THE STATION AT STURGIS, ABOUT 2.1 MILES NORTHWEST OF THE
 HA0941'CROSSING OF U.S. HIGHWAY 60 AT SULLIVAN, AT A FARM ROAD CROSSING,
 HA0941'ACROSS THE TRACKS FROM TELEPHONE POLE NO. 1620, 42 FEET
 HA0941'NORTH-NORTHEAST OF THE CENTER OF THE CROSSING, 34 FEET NORTHEAST
 HA0941'OF THE NORTHEAST RAIL, 16 FEET NORTHWEST OF THE CENTER LINE
 HA0941'OF THE FARM ROAD 2 1/2 FEET SOUTHWEST OF THE R/W FENCE LINE,
 HA0941'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 HA0941'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0941'3 INCHES.
 HA0941
 HA0941                          STATION RECOVERY (1969)
 HA0941
 HA0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HA0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0017 ***********************************************************************
 HB0017  DESIGNATION -  M 140
 HB0017  PID         -  HB0017
 HB0017  STATE/COUNTY-  KY/UNION
 HB0017  USGS QUAD   -  GROVE CENTER (1959)
 HB0017
 HB0017                         *CURRENT SURVEY CONTROL
 HB0017  ___________________________________________________________________
 HB0017* NAD 83(1986)-  37 41 43.     (N)    088 07 14.     (W)     SCALED    
 HB0017* NAVD 88     -       106.572  (meters)     349.64   (feet)  ADJUSTED  
 HB0017  ___________________________________________________________________
 HB0017  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HB0017  DYNAMIC HT  -         106.498 (meters)     349.40  (feet)  COMP
 HB0017  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 HB0017
 HB0017  VERT ORDER  -  FIRST     CLASS II
 HB0017
 HB0017.The horizontal coordinates were scaled from a topographic map and have
 HB0017.an estimated accuracy of +/- 6 seconds.
 HB0017
 HB0017.The orthometric height was determined by differential leveling
 HB0017.and adjusted by the National Geodetic Survey in June 1991..
 HB0017
 HB0017.The geoid height was determined by GEOID03.
 HB0017
 HB0017.The dynamic height is computed by dividing the NAVD 88
 HB0017.geopotential number by the normal gravity value computed on the
 HB0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0017.degrees latitude (g = 980.6199 gals.).
 HB0017
 HB0017.The modeled gravity was interpolated from observed gravity values.
 HB0017
 HB0017;                    North         East    Units  Estimated Accuracy
 HB0017;SPC KY1Z     - 1,153,810.    1,290,970.      MT  (+/- 180 meters Scaled)
 HB0017
 HB0017                          SUPERSEDED SURVEY CONTROL
 HB0017
 HB0017  NGVD 29 (??/??/??)  106.672  (m)          349.97   (f) ADJUSTED    1 2
 HB0017
 HB0017.Superseded values are not recommended for survey control.
 HB0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0017.See file dsdata.txt to determine how the superseded data were derived.
 HB0017
 HB0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG012725(NAD 83)
 HB0017_MARKER: DB = BENCH MARK DISK
 HB0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0017_STAMPING: M 140 1949
 HB0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0017+STABILITY: SURFACE MOTION
 HB0017
 HB0017  HISTORY     - Date     Condition        Report By
 HB0017  HISTORY     - 1949     MONUMENTED       CGS
 HB0017
 HB0017                          STATION DESCRIPTION
 HB0017
 HB0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0017'AT BLACKBURN.
 HB0017'AT BLACKBURN, ABOUT 0.65 MILE NORTHEAST ALONG STATE HIGHWAY
 HB0017'56 FROM THE SHAWNEETOWN FERRY LANDING ON SOUTHEAST BANK OF OHIO
 HB0017'RIVER, 187 1/2 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 HB0017'THE OLD HOTEL BUILDING, 61 FEET NORTHEAST OF THE JUNCTION OF
 HB0017'THE HIGHWAY AND A ROAD NORTH TO RALEIGH, 58 FEET NORTHEAST OF THE
 HB0017'CENTER LINE OF THE HIGHWAY, 51 FEET EAST OF THE CENTER LINE OF
 HB0017'THE ROAD NORTH, 42 FEET NORTH OF A LONE 20-INCH CATALPA TREE,
 HB0017'6 FEET WEST-NORTHWEST OF A FENCE CORNER, 1 FOOT SOUTHWEST OF A
 HB0017'FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 HB0017'1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HB0017'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0952 ***********************************************************************
 HZ0952  DESIGNATION -  M 141
 HZ0952  PID         -  HZ0952
 HZ0952  STATE/COUNTY-  KY/CARROLL
 HZ0952  USGS QUAD   -  CARROLLTON (1994)
 HZ0952
 HZ0952                         *CURRENT SURVEY CONTROL
 HZ0952  ___________________________________________________________________
 HZ0952* NAD 83(1986)-  38 38 47.     (N)    085 09 43.     (W)     SCALED    
 HZ0952* NAVD 88     -       140.634  (meters)     461.40   (feet)  ADJUSTED  
 HZ0952  ___________________________________________________________________
 HZ0952  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ0952  DYNAMIC HT  -         140.542 (meters)     461.09  (feet)  COMP
 HZ0952  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 HZ0952
 HZ0952  VERT ORDER  -  SECOND    CLASS 0
 HZ0952
 HZ0952.The horizontal coordinates were scaled from a topographic map and have
 HZ0952.an estimated accuracy of +/- 6 seconds.
 HZ0952
 HZ0952.The orthometric height was determined by differential leveling
 HZ0952.and adjusted by the National Geodetic Survey in June 1991..
 HZ0952
 HZ0952.The geoid height was determined by GEOID03.
 HZ0952
 HZ0952.The dynamic height is computed by dividing the NAVD 88
 HZ0952.geopotential number by the normal gravity value computed on the
 HZ0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0952.degrees latitude (g = 980.6199 gals.).
 HZ0952
 HZ0952.The modeled gravity was interpolated from observed gravity values.
 HZ0952
 HZ0952;                    North         East    Units  Estimated Accuracy
 HZ0952;SPC KY1Z     - 1,256,880.    1,551,190.      MT  (+/- 180 meters Scaled)
 HZ0952
 HZ0952                          SUPERSEDED SURVEY CONTROL
 HZ0952
 HZ0952  NGVD 29 (??/??/92)  140.836  (m)          462.06   (f) ADJ UNCH    2 0
 HZ0952
 HZ0952.Superseded values are not recommended for survey control.
 HZ0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0952.See file dsdata.txt to determine how the superseded data were derived.
 HZ0952
 HZ0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH599791(NAD 83)
 HZ0952_MARKER: DB = BENCH MARK DISK
 HZ0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0952_STAMPING: M 141 1949
 HZ0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0952+STABILITY: SURFACE MOTION
 HZ0952
 HZ0952  HISTORY     - Date     Condition        Report By
 HZ0952  HISTORY     - 1949     MONUMENTED       CGS
 HZ0952  HISTORY     - 1961     GOOD             NGS
 HZ0952
 HZ0952                          STATION DESCRIPTION
 HZ0952
 HZ0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0952'3.5 MI SE FROM PRESTONVILLE.
 HZ0952'2.45 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE JUNCTION
 HZ0952'OF U.S. HIGHWAY 42 AT PRESTONVILLE, THENCE ABOUT 1.05 MILES
 HZ0952'SOUTHEAST ALONG STATE HIGHWAY 389, ABOUT 2.7 MILES NORTHWEST
 HZ0952'ALONG STATE HIGHWAY 389 FROM ITS CROSSING WITH THE LOUISVILLE
 HZ0952'AND NASHVILLE RAILROAD AT ENGLISH, AT THE RESIDENCE OF PAUL
 HZ0952'GULLION AND IN THE NORTHWEST CORNER OF LAWN, 165 FEET NORTHWEST
 HZ0952'OF THE NORTHWEST CORNER OF THE HOUSE, 45 FEET WEST-SOUTHWEST
 HZ0952'OF AN 18-INCH FORKED CEDAR TREE, 39 FEET SOUTH OF THE CENTER LINE
 HZ0952'OF THE HIGHWAY, 17 1/2 FEET NORTH OF A 24-INCH HICKORY TREE,
 HZ0952'19 FEET SOUTH-SOUTHWEST OF THE WEST END OF A 12-INCH PIPE
 HZ0952'CULVERT UNDER ABANDONED DIRVE TO HOUSE, 9 1/2 FEET SOUTH OF A
 HZ0952'FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, 1 1/2 FEET NORTH OF A
 HZ0952'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND
 HZ0952'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0952
 HZ0952                          STATION RECOVERY (1961)
 HZ0952
 HZ0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HZ0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0653 ***********************************************************************
 JZ0653  DESIGNATION -  M 142
 JZ0653  PID         -  JZ0653
 JZ0653  STATE/COUNTY-  KY/KENTON
 JZ0653  USGS QUAD   -  COVINGTON (1987)
 JZ0653
 JZ0653                         *CURRENT SURVEY CONTROL
 JZ0653  ___________________________________________________________________
 JZ0653* NAD 83(1986)-  39 03 10.     (N)    084 34 09.     (W)     SCALED    
 JZ0653* NAVD 88     -       226.027  (meters)     741.56   (feet)  ADJUSTED  
 JZ0653  ___________________________________________________________________
 JZ0653  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0653  DYNAMIC HT  -         225.884 (meters)     741.09  (feet)  COMP
 JZ0653  MODELED GRAV-     979,991.0   (mgal)                       NAVD 88
 JZ0653
 JZ0653  VERT ORDER  -  FIRST     CLASS II
 JZ0653
 JZ0653.The horizontal coordinates were scaled from a topographic map and have
 JZ0653.an estimated accuracy of +/- 6 seconds.
 JZ0653
 JZ0653.The orthometric height was determined by differential leveling
 JZ0653.and adjusted by the National Geodetic Survey in June 1991..
 JZ0653
 JZ0653.The geoid height was determined by GEOID03.
 JZ0653
 JZ0653.The dynamic height is computed by dividing the NAVD 88
 JZ0653.geopotential number by the normal gravity value computed on the
 JZ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0653.degrees latitude (g = 980.6199 gals.).
 JZ0653
 JZ0653.The modeled gravity was interpolated from observed gravity values.
 JZ0653
 JZ0653;                    North         East    Units  Estimated Accuracy
 JZ0653;SPC KY1Z     - 1,302,480.    1,602,220.      MT  (+/- 180 meters Scaled)
 JZ0653
 JZ0653                          SUPERSEDED SURVEY CONTROL
 JZ0653
 JZ0653  NGVD 29 (??/??/92)  226.247  (m)          742.28   (f) ADJ UNCH    1 2
 JZ0653
 JZ0653.Superseded values are not recommended for survey control.
 JZ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0653.See file dsdata.txt to determine how the superseded data were derived.
 JZ0653
 JZ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ103254(NAD 83)
 JZ0653_MARKER: DB = BENCH MARK DISK
 JZ0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0653_SP_SET: CONCRETE POST
 JZ0653_STAMPING: M 142 1949
 JZ0653_MARK LOGO: CGS   
 JZ0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0653+STABILITY: SURFACE MOTION
 JZ0653
 JZ0653  HISTORY     - Date     Condition        Report By
 JZ0653  HISTORY     - 1949     MONUMENTED       CGS
 JZ0653  HISTORY     - 1985     POOR             NGS
 JZ0653
 JZ0653                          STATION DESCRIPTION
 JZ0653
 JZ0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JZ0653'3.6 MI S FROM LUDLOW.
 JZ0653'3.65 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JZ0653'LUDLOW, AT A PUBLIC BLACK TOP ROAD CROSSING, 48.5 FEET EAST OF
 JZ0653'AND ACROSS THE TRACK FROM THE NORTHEAST CORNER OF CONCRETE BASE
 JZ0653'OF BLOCK SIGNAL 6.7, 23 FEET EAST OF THE EAST RAIL OF THE EAST
 JZ0653'TRACK, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE BLACK TOP ROAD,
 JZ0653'19.5 FEET SOUTH OF THE CENTER OF A CIRCULAR WELL, 4 FEET NORTHWEST
 JZ0653'OF A POWER LINE POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JZ0653'1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JZ0653'CONCRETE POST PROJECTING 2 INCHES.
 JZ0653
 JZ0653                          STATION RECOVERY (1985)
 JZ0653
 JZ0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0653'RECOVERED IN POOR CONDITION, THE MARK HAS BEEN STRUCK AND MOST OF THE
 JZ0653'DISK REMOVED, THE REMAINDER OF THE DISK IS SOLID IN PLACE.  NOTE-NOT
 JZ0653'LEVELED TO BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0677 ***********************************************************************
 HZ0677  DESIGNATION -  M 143
 HZ0677  PID         -  HZ0677
 HZ0677  STATE/COUNTY-  KY/KENTON
 HZ0677  USGS QUAD   -  WALTON (1984)
 HZ0677
 HZ0677                         *CURRENT SURVEY CONTROL
 HZ0677  ___________________________________________________________________
 HZ0677* NAD 83(1993)-  38 48 24.34533(N)    084 35 30.11506(W)     ADJUSTED  
 HZ0677* NAVD 88     -       279.925  (meters)     918.39   (feet)  ADJUSTED  
 HZ0677  ___________________________________________________________________
 HZ0677  X           -     469,094.135 (meters)                     COMP
 HZ0677  Y           -  -4,954,835.174 (meters)                     COMP
 HZ0677  Z           -   3,975,777.193 (meters)                     COMP
 HZ0677  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 HZ0677  ELLIP HEIGHT-         246.10  (meters)          (04/07/03) GPS OBS
 HZ0677  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0677  DYNAMIC HT  -         279.743 (meters)     917.79  (feet)  COMP
 HZ0677  MODELED GRAV-     979,972.1   (mgal)                       NAVD 88
 HZ0677
 HZ0677  HORZ ORDER  -  FIRST
 HZ0677  VERT ORDER  -  FIRST     CLASS II
 HZ0677  ELLP ORDER  -  THIRD     CLASS I
 HZ0677
 HZ0677.The horizontal coordinates were established by GPS observations
 HZ0677.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 HZ0677
 HZ0677.The orthometric height was determined by differential leveling
 HZ0677.and adjusted by the National Geodetic Survey in June 1991..
 HZ0677.WARNING-Repeat measurements at this control monument indicate possible
 HZ0677.vertical movement.
 HZ0677
 HZ0677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ0677
 HZ0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0677
 HZ0677.The ellipsoidal height was determined by GPS observations
 HZ0677.and is referenced to NAD 83.
 HZ0677
 HZ0677.The geoid height was determined by GEOID03.
 HZ0677
 HZ0677.The dynamic height is computed by dividing the NAVD 88
 HZ0677.geopotential number by the normal gravity value computed on the
 HZ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0677.degrees latitude (g = 980.6199 gals.).
 HZ0677
 HZ0677.The modeled gravity was interpolated from observed gravity values.
 HZ0677
 HZ0677;                    North         East     Units Scale Factor Converg.
 HZ0677;SPC KY1Z     - 1,275,145.317 1,600,612.953   MT  1.00003678   +0 42 40.1
 HZ0677;SPC KY1Z     - 4,183,539.26  5,251,344.33   sFT  1.00003678   +0 42 40.1
 HZ0677;SPC KY N     -   145,104.689   470,320.206   MT  0.99997959   -0 12 45.2
 HZ0677;SPC KY N     -   476,064.30  1,543,042.21   sFT  0.99997959   -0 12 45.2
 HZ0677;UTM  16      - 4,298,088.356   709,118.427   MT  1.00013853   +1 30 35.3
 HZ0677
 HZ0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0677!SPC KY1Z     -   0.99996139  x   1.00003678  =   0.99999817
 HZ0677!SPC KY N     -   0.99996139  x   0.99997959  =   0.99994098
 HZ0677!UTM  16      -   0.99996139  x   1.00013853  =   1.00009991
 HZ0677
 HZ0677                          SUPERSEDED SURVEY CONTROL
 HZ0677
 HZ0677  NAVD 88 (04/07/03)  279.93   (m)          918.4    (f) LEVELING    3  
 HZ0677  NGVD 29 (??/??/92)  280.114  (m)          919.01   (f) ADJ UNCH    1 2
 HZ0677
 HZ0677.Superseded values are not recommended for survey control.
 HZ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0677.See file dsdata.txt to determine how the superseded data were derived.
 HZ0677
 HZ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0911898088(NAD 83)
 HZ0677_MARKER: DB = BENCH MARK DISK
 HZ0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0677_SP_SET: CONCRETE POST
 HZ0677_STAMPING: M 143 1949
 HZ0677_MARK LOGO: CGS   
 HZ0677_PROJECTION: FLUSH
 HZ0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0677+STABILITY: SURFACE MOTION
 HZ0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0677+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 HZ0677
 HZ0677  HISTORY     - Date     Condition        Report By
 HZ0677  HISTORY     - 1949     MONUMENTED       CGS
 HZ0677  HISTORY     - 1964     GOOD             NGS
 HZ0677  HISTORY     - 1985     GOOD             NGS
 HZ0677  HISTORY     - 20020919 GOOD             WOOLPT
 HZ0677
 HZ0677                          STATION DESCRIPTION
 HZ0677
 HZ0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0677'4.7 MI S FROM WALTON.
 HZ0677'4.7 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0677'WALTON, ABOUT 185 YARDS NORTH OF A PUBLIC ROAD CROSSING, 83 1/2
 HZ0677'FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE
 HZ0677'NO. 1160, 74 1/2 FEET NORTH OF A TELEPHONE POLE, 40 FEET
 HZ0677'SOUTH-SOUTHWEST OF A TELEPHONE POLE, 39 FEET WEST OF THE CENTERLINE
 HZ0677'OF U.S. HIGHWAY 25, 21.5 FEET EAST OF THE EAST RAIL OF TH RAILROAD.
 HZ0677'THE MARK IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 HZ0677'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 HZ0677
 HZ0677                          STATION RECOVERY (1985)
 HZ0677
 HZ0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0677'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  2.9 KM (1.8 MI)
 HZ0677'NORTH ALONG U.S. HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAY 491 IN
 HZ0677'THE NORTH PART OF CRITTENDEN TO THE MARK ON THE LEFT, 0.24 KM (0.15
 HZ0677'MI) NORTH OF MILE MARKER NUMBER 1, BETWEEN TWO WITNESS POST, 11.7
 HZ0677'METERS (38.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 6.5 KM (21.6
 HZ0677'FT) EAST OF THE EAST RAIL OF THE SOUTHERN RAILROAD, 0.24 METER SOUTH
 HZ0677'OF A WITNESS POST.
 HZ0677'THE MARK IS 0.21 METERS  N FROM  A WITNESS POST
 HZ0677'THE MARK IS 0.30 M ABOVE HIGHWAY.
 HZ0677
 HZ0677                          STATION RECOVERY (2002)
 HZ0677
 HZ0677'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 HZ0677'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HZ0677' 
 HZ0677'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 HZ0677'THE HORIZON ARE A
 HZ0677'CLUSTER OF TREES APPROXIMATELY 300 FEET WEST EXTENDING 30 DEGREES
 HZ0677'ABOVE THE
 HZ0677'HORIZON.
 HZ0677' 
 HZ0677'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0303 ***********************************************************************
 HZ0303  DESIGNATION -  M 144
 HZ0303  PID         -  HZ0303
 HZ0303  STATE/COUNTY-  KY/FAYETTE
 HZ0303  USGS QUAD   -  GEORGETOWN (1993)
 HZ0303
 HZ0303                         *CURRENT SURVEY CONTROL
 HZ0303  ___________________________________________________________________
 HZ0303* NAD 83(1986)-  38 08 22.     (N)    084 31 58.     (W)     SCALED    
 HZ0303* NAVD 88     -       273.618  (meters)     897.70   (feet)  ADJUSTED  
 HZ0303  ___________________________________________________________________
 HZ0303  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ0303  DYNAMIC HT  -         273.418 (meters)     897.04  (feet)  COMP
 HZ0303  MODELED GRAV-     979,893.3   (mgal)                       NAVD 88
 HZ0303
 HZ0303  VERT ORDER  -  FIRST     CLASS II
 HZ0303
 HZ0303.The horizontal coordinates were scaled from a topographic map and have
 HZ0303.an estimated accuracy of +/- 6 seconds.
 HZ0303
 HZ0303.The orthometric height was determined by differential leveling
 HZ0303.and adjusted by the National Geodetic Survey in June 1991..
 HZ0303
 HZ0303.The geoid height was determined by GEOID03.
 HZ0303
 HZ0303.The dynamic height is computed by dividing the NAVD 88
 HZ0303.geopotential number by the normal gravity value computed on the
 HZ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0303.degrees latitude (g = 980.6199 gals.).
 HZ0303
 HZ0303.The modeled gravity was interpolated from observed gravity values.
 HZ0303
 HZ0303;                    North         East    Units  Estimated Accuracy
 HZ0303;SPC KY1Z     - 1,201,140.    1,606,700.      MT  (+/- 180 meters Scaled)
 HZ0303
 HZ0303                          SUPERSEDED SURVEY CONTROL
 HZ0303
 HZ0303  NGVD 29 (??/??/92)  273.780  (m)          898.23   (f) ADJ UNCH    1 2
 HZ0303
 HZ0303.Superseded values are not recommended for survey control.
 HZ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0303.See file dsdata.txt to determine how the superseded data were derived.
 HZ0303
 HZ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH162241(NAD 83)
 HZ0303_MARKER: DB = BENCH MARK DISK
 HZ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0303_STAMPING: M 144 1949 898.227
 HZ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0303+STABILITY: SURFACE MOTION
 HZ0303
 HZ0303  HISTORY     - Date     Condition        Report By
 HZ0303  HISTORY     - 1949     MONUMENTED       CGS
 HZ0303  HISTORY     - 1964     GOOD             NGS
 HZ0303
 HZ0303                          STATION DESCRIPTION
 HZ0303
 HZ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0303'0.7 MI S FROM DONERAIL.
 HZ0303'ABOUT 0.7 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 HZ0303'STATION AT DONERAIL, AT A PRIVATE FIELD ROAD, ABOUT 0.6 MILE
 HZ0303'NORTH OF THE OVERPASS OF U.S. HIGHWAY 25 OVER THE TRACKS, 46
 HZ0303'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK,
 HZ0303'1 FOOT NORTHEAST OF A FENCE LINE, 108 FEET WEST OF THE CENTER
 HZ0303'OF THE CROSSING OF PRIVATE ROAD AND SOUTHWEST TRACK, 2 FEET
 HZ0303'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE
 HZ0303'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0303
 HZ0303                          STATION RECOVERY (1964)
 HZ0303
 HZ0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0115 ***********************************************************************
 HZ0115  DESIGNATION -  M 145
 HZ0115  PID         -  HZ0115
 HZ0115  STATE/COUNTY-  KY/FAYETTE
 HZ0115  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0115
 HZ0115                         *CURRENT SURVEY CONTROL
 HZ0115  ___________________________________________________________________
 HZ0115* NAD 83(1986)-  38 02 27.     (N)    084 29 33.     (W)     SCALED    
 HZ0115* NAVD 88     -       292.668  (meters)     960.19   (feet)  ADJUSTED  
 HZ0115  ___________________________________________________________________
 HZ0115  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HZ0115  DYNAMIC HT  -         292.454 (meters)     959.49  (feet)  COMP
 HZ0115  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 HZ0115
 HZ0115  VERT ORDER  -  FIRST     CLASS II
 HZ0115
 HZ0115.The horizontal coordinates were scaled from a topographic map and have
 HZ0115.an estimated accuracy of +/- 6 seconds.
 HZ0115
 HZ0115.The orthometric height was determined by differential leveling
 HZ0115.and adjusted by the National Geodetic Survey in June 1991..
 HZ0115
 HZ0115.The geoid height was determined by GEOID03.
 HZ0115
 HZ0115.The dynamic height is computed by dividing the NAVD 88
 HZ0115.geopotential number by the normal gravity value computed on the
 HZ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0115.degrees latitude (g = 980.6199 gals.).
 HZ0115
 HZ0115.The modeled gravity was interpolated from observed gravity values.
 HZ0115
 HZ0115;                    North         East    Units  Estimated Accuracy
 HZ0115;SPC KY1Z     - 1,190,250.    1,610,380.      MT  (+/- 180 meters Scaled)
 HZ0115
 HZ0115                          SUPERSEDED SURVEY CONTROL
 HZ0115
 HZ0115  NGVD 29 (??/??/92)  292.824  (m)          960.71   (f) ADJ UNCH    1 2
 HZ0115
 HZ0115.Superseded values are not recommended for survey control.
 HZ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0115.See file dsdata.txt to determine how the superseded data were derived.
 HZ0115
 HZ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH200133(NAD 83)
 HZ0115_MARKER: DB = BENCH MARK DISK
 HZ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0115_STAMPING: M 145 1949 960.707
 HZ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0115+STABILITY: SURFACE MOTION
 HZ0115
 HZ0115  HISTORY     - Date     Condition        Report By
 HZ0115  HISTORY     - 1949     MONUMENTED       CGS
 HZ0115  HISTORY     - 1981     GOOD             KYDT
 HZ0115
 HZ0115                          STATION DESCRIPTION
 HZ0115
 HZ0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0115'AT LEXINGTON.
 HZ0115'AT LEXINGTON, ABOUT 0.3 MILE SOUTHEAST ALONG THE LOUISVILLE
 HZ0115'AND NASHVILLE RAILROAD FROM THE UNION STATION, AT THE
 HZ0115'CROSSING OF SOUTH EASTERN AVENUE, 22 1/2 FEET SOUTH OF THE SOUTH
 HZ0115'RAIL OF THE SOUTH MAIN TRACK, 50 FEET NORTHWEST OF THE CENTER
 HZ0115'LINE OF SOUTH EASTERN AVENUE, 16 FEET WEST OF THE WEST CORNER
 HZ0115'OF WATCHMANS TOWER, 112 FEET NORTH AND ACROSS THE AVENUE FROM THE
 HZ0115'NORTH CORNER OF LEXINGTON WATER CO. BUILDING, 9 1/2 FEET SOUTH OF
 HZ0115'A TELEPHONE POLE, 21 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL
 HZ0115'OF A SWITCH TRACK TO SWIFT AND CO. PLANT, ABOUT LEVEL WITH THE
 HZ0115'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HZ0115
 HZ0115                          STATION RECOVERY (1981)
 HZ0115
 HZ0115'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 HZ0115'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0116 ***********************************************************************
 HZ0116  DESIGNATION -  M 145 RESET 1970
 HZ0116  PID         -  HZ0116
 HZ0116  STATE/COUNTY-  KY/FAYETTE
 HZ0116  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0116
 HZ0116                         *CURRENT SURVEY CONTROL
 HZ0116  ___________________________________________________________________
 HZ0116* NAD 83(1986)-  38 02 27.     (N)    084 29 33.     (W)     SCALED    
 HZ0116* NAVD 88     -       294.02   (meters)     964.6    (feet)  RESET     
 HZ0116  ___________________________________________________________________
 HZ0116  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HZ0116
 HZ0116  VERT ORDER  -  THIRD
 HZ0116
 HZ0116.The horizontal coordinates were scaled from a topographic map and have
 HZ0116.an estimated accuracy of +/- 6 seconds.
 HZ0116
 HZ0116.The orthometric height was computed from unverified reset data.
 HZ0116.No vertical observational check was made to the station.
 HZ0116
 HZ0116.The geoid height was determined by GEOID03.
 HZ0116
 HZ0116;                    North         East    Units  Estimated Accuracy
 HZ0116;SPC KY1Z     - 1,190,250.    1,610,380.      MT  (+/- 180 meters Scaled)
 HZ0116
 HZ0116                          SUPERSEDED SURVEY CONTROL
 HZ0116
 HZ0116  NGVD 29 (??/??/??)  294.17   (m)          965.1    (f) RESET       3  
 HZ0116
 HZ0116.Superseded values are not recommended for survey control.
 HZ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0116.See file dsdata.txt to determine how the superseded data were derived.
 HZ0116
 HZ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH200133(NAD 83)
 HZ0116_MARKER: DB = BENCH MARK DISK
 HZ0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0116_SP_SET: SIDEWALK
 HZ0116_STAMPING: M 145 RESET 1970
 HZ0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0116
 HZ0116  HISTORY     - Date     Condition        Report By
 HZ0116  HISTORY     - 1970     MONUMENTED       NGS
 HZ0116
 HZ0116                          STATION DESCRIPTION
 HZ0116
 HZ0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HZ0116'AT LEXINGTON.
 HZ0116'THE MARK IS LOCATED IN THE SIDEWALK ALONG THE NORTHWEST SIDE OF
 HZ0116'SOUTH EASTERN AVENUE AND NEAR THE NORTH ANGLE OF THE INTERSECTION
 HZ0116'OF VINE STREET AND SOUTH EASTERN AVENUE, 94 FEET NORTHEAST OF
 HZ0116'THE APPROXIMATE CENTER OF VINE STREET, 54 FEET NORTH AND ACROSS
 HZ0116'THE STREET FROM THE NORTHWEST CORNER OF THE LEXINGTON WATER
 HZ0116'COMPANY BUILDING, 24 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 HZ0116'SOUTH EASTERN AVENUE, 12 FEET NORTHEAST OF THE SOUTHEAST CORNER
 HZ0116'OF THE LYNN BLUE PRINT COMPANY BUILDING, 6 FEET NORTHWEST OF THE
 HZ0116'EDGE OF THE CURB ALONG THE NORTHWEST SIDE OF SOUTH EASTERN
 HZ0116'AVENUE, 5.2 FEET WEST OF A LARGE UTILITY POLE, AND 1.1 FEET
 HZ0116'SOUTHEAST OF THE EDGE OF THE SIDEWALK AT POINT OF ANGLE.  A
 HZ0116'STANDARD BENCH MARK DISK CEMENTED IN A DRILL HOLE IN THE
 HZ0116'SIDEWALK WHERE IT FORMS A RETAINING WALL AND BECOMES VERY THICK.
 HZ0116'THE DISK IS STAMPED M 145 RESET 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1123 ***********************************************************************
 HZ1123  DESIGNATION -  M 146
 HZ1123  PID         -  HZ1123
 HZ1123  STATE/COUNTY-  KY/SHELBY
 HZ1123  USGS QUAD   -  WADDY (1984)
 HZ1123
 HZ1123                         *CURRENT SURVEY CONTROL
 HZ1123  ___________________________________________________________________
 HZ1123* NAD 83(1986)-  38 13 31.     (N)    085 00 07.     (W)     SCALED    
 HZ1123* NAVD 88     -       211.029  (meters)     692.35   (feet)  ADJUSTED  
 HZ1123  ___________________________________________________________________
 HZ1123  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HZ1123  DYNAMIC HT  -         210.879 (meters)     691.86  (feet)  COMP
 HZ1123  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 HZ1123
 HZ1123  VERT ORDER  -  FIRST     CLASS II
 HZ1123
 HZ1123.The horizontal coordinates were scaled from a topographic map and have
 HZ1123.an estimated accuracy of +/- 6 seconds.
 HZ1123
 HZ1123.The orthometric height was determined by differential leveling
 HZ1123.and adjusted by the National Geodetic Survey in June 1991..
 HZ1123
 HZ1123.The geoid height was determined by GEOID03.
 HZ1123
 HZ1123.The dynamic height is computed by dividing the NAVD 88
 HZ1123.geopotential number by the normal gravity value computed on the
 HZ1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1123.degrees latitude (g = 980.6199 gals.).
 HZ1123
 HZ1123.The modeled gravity was interpolated from observed gravity values.
 HZ1123
 HZ1123;                    North         East    Units  Estimated Accuracy
 HZ1123;SPC KY1Z     - 1,210,240.    1,565,500.      MT  (+/- 180 meters Scaled)
 HZ1123
 HZ1123                          SUPERSEDED SURVEY CONTROL
 HZ1123
 HZ1123  NGVD 29 (??/??/92)  211.187  (m)          692.87   (f) ADJ UNCH    1 2
 HZ1123
 HZ1123.Superseded values are not recommended for survey control.
 HZ1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1123.See file dsdata.txt to determine how the superseded data were derived.
 HZ1123
 HZ1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH748326(NAD 83)
 HZ1123_MARKER: DB = BENCH MARK DISK
 HZ1123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1123_SP_SET: ABUTMENT
 HZ1123_STAMPING: M 146 1949
 HZ1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1123
 HZ1123  HISTORY     - Date     Condition        Report By
 HZ1123  HISTORY     - 1949     MONUMENTED       CGS
 HZ1123
 HZ1123                          STATION DESCRIPTION
 HZ1123
 HZ1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1123'8.6 MI NW FROM FRANKFORT.
 HZ1123'ABOUT 8.55 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ1123'RAILROAD FROM THE STATION AT FRANKFORT, ABOUT 7.75 MILES
 HZ1123'SOUTHEAST OF THE STATION AT CHRISTIANBURG, ABOUT 0.4 MILE SOUTHEAST
 HZ1123'OF THE POST OFFICE AT HATTON, ABOUT 0.1 MILE NORTHWEST OF MILE
 HZ1123'POST 57, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 HZ1123'ABUTMENT OF RAILROAD BRIDGE NO. 47 OVER DUTCH FORK CREEK, 205
 HZ1123'FEET SOUTHEAST OF A ROAD CROSSING, 10 1/2 FEET SOUTHWEST OF THE
 HZ1123'SOUTHWEST RAIL AND ABOUT 2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0362 ***********************************************************************
 HZ0362  DESIGNATION -  M 147
 HZ0362  PID         -  HZ0362
 HZ0362  STATE/COUNTY-  KY/FRANKLIN
 HZ0362  USGS QUAD   -  STAMPING GROUND (1953)
 HZ0362
 HZ0362                         *CURRENT SURVEY CONTROL
 HZ0362  ___________________________________________________________________
 HZ0362* NAD 83(1986)-  38 15 47.     (N)    084 44 20.     (W)     SCALED    
 HZ0362* NAVD 88     -       223.391  (meters)     732.91   (feet)  ADJUSTED  
 HZ0362  ___________________________________________________________________
 HZ0362  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HZ0362  DYNAMIC HT  -         223.232 (meters)     732.39  (feet)  COMP
 HZ0362  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 HZ0362
 HZ0362  VERT ORDER  -  FIRST     CLASS II
 HZ0362
 HZ0362.The horizontal coordinates were scaled from a topographic map and have
 HZ0362.an estimated accuracy of +/- 6 seconds.
 HZ0362
 HZ0362.The orthometric height was determined by differential leveling
 HZ0362.and adjusted by the National Geodetic Survey in June 1991..
 HZ0362
 HZ0362.The geoid height was determined by GEOID03.
 HZ0362
 HZ0362.The dynamic height is computed by dividing the NAVD 88
 HZ0362.geopotential number by the normal gravity value computed on the
 HZ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0362.degrees latitude (g = 980.6199 gals.).
 HZ0362
 HZ0362.The modeled gravity was interpolated from observed gravity values.
 HZ0362
 HZ0362;                    North         East    Units  Estimated Accuracy
 HZ0362;SPC KY1Z     - 1,214,650.    1,588,480.      MT  (+/- 180 meters Scaled)
 HZ0362
 HZ0362                          SUPERSEDED SURVEY CONTROL
 HZ0362
 HZ0362  NGVD 29 (??/??/92)  223.562  (m)          733.47   (f) ADJ UNCH    1 2
 HZ0362
 HZ0362.Superseded values are not recommended for survey control.
 HZ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0362.See file dsdata.txt to determine how the superseded data were derived.
 HZ0362
 HZ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH978374(NAD 83)
 HZ0362_MARKER: DB = BENCH MARK DISK
 HZ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0362_STAMPING: M 147 1949
 HZ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0362+STABILITY: SURFACE MOTION
 HZ0362
 HZ0362  HISTORY     - Date     Condition        Report By
 HZ0362  HISTORY     - 1949     MONUMENTED       CGS
 HZ0362
 HZ0362                          STATION DESCRIPTION
 HZ0362
 HZ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0362'3.5 MI W FROM STAMPING GROUND.
 HZ0362'ABOUT 3.5 MILE SOUTHWEST ALONG THE FRANKFORT AND CINCINNATI
 HZ0362'RAILROAD FROM THE STATION AT STAMPING GROUND, AT KISSENGER FLAG
 HZ0362'STATION, 329 FEET NORTHWEST AND ACROSS THE TRACK FROM MILE POST
 HZ0362'F 10, 46 1/2 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING,
 HZ0362'46 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 29 FEET
 HZ0362'NORTH-NORTHEAST OF THE NEAR RAIL, 40 FEET EAST-SOUTHEAST OF A
 HZ0362'FENCE CORNER, 27 FEET EAST-SOUTHEAST OF A TELEPHONE POLE,
 HZ0362'16 1/2 FEET SOUTHEAST OF THE EAST CORNER OF THE FLAG STATION,
 HZ0362'1 FOOT SOUTH-SOUTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A
 HZ0362'WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE TRACK AND
 HZ0362'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0619 ***********************************************************************
 HZ0619  DESIGNATION -  M 148
 HZ0619  PID         -  HZ0619
 HZ0619  STATE/COUNTY-  KY/GALLATIN
 HZ0619  USGS QUAD   -  PATRIOT (1994)
 HZ0619
 HZ0619                         *CURRENT SURVEY CONTROL
 HZ0619  ___________________________________________________________________
 HZ0619* NAD 83(1986)-  38 47 07.     (N)    084 52 09.     (W)     SCALED    
 HZ0619* NAVD 88     -       143.563  (meters)     471.01   (feet)  ADJUSTED  
 HZ0619  ___________________________________________________________________
 HZ0619  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0619  DYNAMIC HT  -         143.471 (meters)     470.70  (feet)  COMP
 HZ0619  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 HZ0619
 HZ0619  VERT ORDER  -  FIRST     CLASS II
 HZ0619
 HZ0619.The horizontal coordinates were scaled from a topographic map and have
 HZ0619.an estimated accuracy of +/- 6 seconds.
 HZ0619
 HZ0619.The orthometric height was determined by differential leveling
 HZ0619.and adjusted by the National Geodetic Survey in June 1991..
 HZ0619
 HZ0619.The geoid height was determined by GEOID03.
 HZ0619
 HZ0619.The dynamic height is computed by dividing the NAVD 88
 HZ0619.geopotential number by the normal gravity value computed on the
 HZ0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0619.degrees latitude (g = 980.6199 gals.).
 HZ0619
 HZ0619.The modeled gravity was interpolated from observed gravity values.
 HZ0619
 HZ0619;                    North         East    Units  Estimated Accuracy
 HZ0619;SPC KY1Z     - 1,272,500.    1,576,540.      MT  (+/- 180 meters Scaled)
 HZ0619
 HZ0619                          SUPERSEDED SURVEY CONTROL
 HZ0619
 HZ0619  NGVD 29 (??/??/92)  143.758  (m)          471.65   (f) ADJ UNCH    1 2
 HZ0619
 HZ0619.Superseded values are not recommended for survey control.
 HZ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0619.See file dsdata.txt to determine how the superseded data were derived.
 HZ0619
 HZ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH850951(NAD 83)
 HZ0619_MARKER: DB = BENCH MARK DISK
 HZ0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0619_SP_SET: BRIDGE
 HZ0619_STAMPING: M 148 1949
 HZ0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0619
 HZ0619  HISTORY     - Date     Condition        Report By
 HZ0619  HISTORY     - 1949     MONUMENTED       CGS
 HZ0619  HISTORY     - 1964     GOOD             NGS
 HZ0619  HISTORY     - 19970726 GOOD             USPSQD
 HZ0619
 HZ0619                          STATION DESCRIPTION
 HZ0619
 HZ0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0619'1.8 MI E FROM WARSAW.
 HZ0619'1.8 MILES EAST ALONG U.S. HIGHWAY 42 FROM THE COURT HOUSE
 HZ0619'AT WARSAW, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL
 HZ0619'OF A 12 FOOT CONCRETE BRIDGE UNDER THE HIGHWAY, 24.5 FEET SOUTH
 HZ0619'OF THE CENTER LINE OF THE HIGHWAY, 0.4 FOOT WEST OF THE EXTREME
 HZ0619'EAST END OF THE HEADWALL AND ABOUT 5 FEET BELOW THE LEVEL OF
 HZ0619'THE HIGHWAY.  NOTE-- THE CONCRETE BRIDGE MENTIONED IN THE
 HZ0619'ORIGINAL DESCRIPTION IS ACTUALLY A 12-FOOT STEEL CULVERT WITH
 HZ0619'CONCRETE ABUTMENTS ON THE SOUTH END AND AN OPEN END STEEL CULVERT
 HZ0619'WITH NO ABUTMENTS ON THE NORTH END.  THE MARK WAS DEEPLY COVERED
 HZ0619'WITH DIRT, GRASS AND VINES.
 HZ0619
 HZ0619                          STATION RECOVERY (1964)
 HZ0619
 HZ0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0619'RECOVERED IN GOOD CONDITION.
 HZ0619
 HZ0619                          STATION RECOVERY (1997)
 HZ0619
 HZ0619'RECOVERY NOTE BY US POWER SQUADRON 1997
 HZ0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0053 ***********************************************************************
 GB0053  DESIGNATION -  M 149
 GB0053  PID         -  GB0053
 GB0053  STATE/COUNTY-  KY/MCCREARY
 GB0053  USGS QUAD   -  WIBORG (1981)
 GB0053
 GB0053                         *CURRENT SURVEY CONTROL
 GB0053  ___________________________________________________________________
 GB0053* NAD 83(1986)-  36 50 12.     (N)    084 28 57.     (W)     SCALED    
 GB0053* NAVD 88     -       379.378  (meters)    1244.68   (feet)  ADJUSTED  
 GB0053  ___________________________________________________________________
 GB0053  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GB0053  DYNAMIC HT  -         379.079 (meters)    1243.69  (feet)  COMP
 GB0053  MODELED GRAV-     979,830.9   (mgal)                       NAVD 88
 GB0053
 GB0053  VERT ORDER  -  FIRST     CLASS II
 GB0053
 GB0053.The horizontal coordinates were scaled from a topographic map and have
 GB0053.an estimated accuracy of +/- 6 seconds.
 GB0053
 GB0053.The orthometric height was determined by differential leveling
 GB0053.and adjusted by the National Geodetic Survey in June 1991..
 GB0053
 GB0053.The geoid height was determined by GEOID03.
 GB0053
 GB0053.The dynamic height is computed by dividing the NAVD 88
 GB0053.geopotential number by the normal gravity value computed on the
 GB0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0053.degrees latitude (g = 980.6199 gals.).
 GB0053
 GB0053.The modeled gravity was interpolated from observed gravity values.
 GB0053
 GB0053;                    North         East    Units  Estimated Accuracy
 GB0053;SPC KY1Z     - 1,056,630.    1,613,070.      MT  (+/- 180 meters Scaled)
 GB0053
 GB0053                          SUPERSEDED SURVEY CONTROL
 GB0053
 GB0053  NGVD 29 (??/??/92)  379.526  (m)         1245.16   (f) ADJ UNCH    1 2
 GB0053
 GB0053.Superseded values are not recommended for survey control.
 GB0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0053.See file dsdata.txt to determine how the superseded data were derived.
 GB0053
 GB0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF244797(NAD 83)
 GB0053_MARKER: DB = BENCH MARK DISK
 GB0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0053_SP_SET: CONCRETE BASE
 GB0053_STAMPING: M 149 1950 1245.162
 GB0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0053
 GB0053  HISTORY     - Date     Condition        Report By
 GB0053  HISTORY     - 1950     MONUMENTED       CGS
 GB0053  HISTORY     - 1968     MARK NOT FOUND   NGS
 GB0053
 GB0053                          STATION DESCRIPTION
 GB0053
 GB0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0053'3.1 MI S FROM GREENWOOD.
 GB0053'ABOUT 3.1 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0053'GREENWOOD, ABOUT 0.1 MILE SOUTH OF MILE POST 182, ABOUT 0.25 MILE
 GB0053'SOUTH OF THE FLAG STATION AT CUMBERLAND FALLS, SET IN THE TOP
 GB0053'OF THE NORTHWEST CORNER OF THE CONCRETE BASE AT THE EAST SIDE OF
 GB0053'THE CONCRETE ARCH AT THE NORTH END OF TUNNEL NO. 11, 5.3 FEET
 GB0053'EAST OF THE EAST RAIL, 8 INCHES SOUTHEAST OF THE NORTHWEST
 GB0053'CORNER OF THE CONCRETE BASE AND ABOUT LEVEL WITH THE TOP OF RAIL.
 GB0053'NOTE-- THE MARK WAS COVERED WITH ABOUT 1/4 INCH OF CEMENT WHERE
 GB0053'THE TUNNEL WALLS HAVE BEEN SPRAYED WITH A CEMENT MIXTURE.
 GB0053'NOTE-- THE LOCATION OF THE RR HAS BEEN CHANGED AND THE TUNNEL
 GB0053'REFERRED TO IN THE ORIGINAL DESCRIPTION HAS BEEN ABANDONED.  A
 GB0053'LARGE METAL GATE HAS BEEN PLACED ACROSS THE ENTRANCE TO THE
 GB0053'TUNNEL AT THE DESCRIBED LOCATION OF THE MARK.
 GB0053
 GB0053                          STATION RECOVERY (1968)
 GB0053
 GB0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1994 ***********************************************************************
 GY1994  DESIGNATION -  M 15
 GY1994  PID         -  GY1994
 GY1994  STATE/COUNTY-  KY/PERRY
 GY1994  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1994
 GY1994                         *CURRENT SURVEY CONTROL
 GY1994  ___________________________________________________________________
 GY1994* NAD 83(1986)-  37 11 25.     (N)    083 08 56.     (W)     SCALED    
 GY1994* NAVD 88     -       275.706  (meters)     904.55   (feet)  ADJUSTED  
 GY1994  ___________________________________________________________________
 GY1994  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GY1994  DYNAMIC HT  -         275.484 (meters)     903.82  (feet)  COMP
 GY1994  MODELED GRAV-     979,817.8   (mgal)                       NAVD 88
 GY1994
 GY1994  VERT ORDER  -  FIRST     CLASS I
 GY1994
 GY1994.The horizontal coordinates were scaled from a topographic map and have
 GY1994.an estimated accuracy of +/- 6 seconds.
 GY1994
 GY1994.The orthometric height was determined by differential leveling
 GY1994.and adjusted by the National Geodetic Survey in June 1991..
 GY1994
 GY1994.The geoid height was determined by GEOID03.
 GY1994
 GY1994.The dynamic height is computed by dividing the NAVD 88
 GY1994.geopotential number by the normal gravity value computed on the
 GY1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1994.degrees latitude (g = 980.6199 gals.).
 GY1994
 GY1994.The modeled gravity was interpolated from observed gravity values.
 GY1994
 GY1994;                    North         East    Units  Estimated Accuracy
 GY1994;SPC KY1Z     - 1,098,330.    1,730,920.      MT  (+/- 180 meters Scaled)
 GY1994
 GY1994                          SUPERSEDED SURVEY CONTROL
 GY1994
 GY1994  NGVD 29 (??/??/92)  275.867  (m)          905.07   (f) ADJ UNCH    1 1
 GY1994
 GY1994.Superseded values are not recommended for survey control.
 GY1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1994.See file dsdata.txt to determine how the superseded data were derived.
 GY1994
 GY1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB092181(NAD 83)
 GY1994_MARKER: DB = BENCH MARK DISK
 GY1994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1994_SP_SET: CULVERT
 GY1994_STAMPING: M 15 1930 905.074
 GY1994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1994
 GY1994  HISTORY     - Date     Condition        Report By
 GY1994  HISTORY     - 1930     MONUMENTED       CGS
 GY1994  HISTORY     - 1967     GOOD             NGS
 GY1994  HISTORY     - 19940610 MARK NOT FOUND   KYDT
 GY1994
 GY1994                          STATION DESCRIPTION
 GY1994
 GY1994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1994'8 MI SE FROM HAZARD.
 GY1994'ABOUT 8.05 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1994'RAILROAD FROM THE STATION AT HAZARD, 0.5 MILE NORTH OF MILEPOST
 GY1994'251, 4 TELEPHONE POLES NORTH OF A RED FRAME HOUSE WHICH IS
 GY1994'SUPPORTED BY A HIGH CONCRETE BLOCK FOUNDATION, 7 1/2 RAILS NORTH
 GY1994'OF THE CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 6 1/2 FEET
 GY1994'EAST OF THE EAST RAIL OF THE TRACK, SET IN THE TOP OF THE SOUTH
 GY1994'END OF THE EAST CONCRETE HEAD WALL OF A CULVERT OVER ELK BRANCH
 GY1994'2 FEET NORTH OF THE SOUTH END OF THE HEADWALL, 27 FEET NORTHWEST
 GY1994'OF TELEPHONE POLE NUMBER 4124, AND ABOUT 1 1/2 FEET BELOW THE
 GY1994'LEVEL OF THE TRACK.
 GY1994
 GY1994                          STATION RECOVERY (1994)
 GY1994
 GY1994'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1994'MARK, IF HERE, WOULD BE UNDER CONCRETE CAP POURED ATOP HEADWALL,
 GY1994'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0801 ***********************************************************************
 GZ0801  DESIGNATION -  M 151
 GZ0801  PID         -  GZ0801
 GZ0801  STATE/COUNTY-  KY/PULASKI
 GZ0801  USGS QUAD   -  SCIENCE HILL (1961)
 GZ0801
 GZ0801                         *CURRENT SURVEY CONTROL
 GZ0801  ___________________________________________________________________
 GZ0801* NAD 83(1986)-  37 10 04.     (N)    084 38 22.     (W)     SCALED    
 GZ0801* NAVD 88     -       345.650  (meters)    1134.02   (feet)  ADJUSTED  
 GZ0801  ___________________________________________________________________
 GZ0801  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GZ0801  DYNAMIC HT  -         345.380 (meters)    1133.13  (feet)  COMP
 GZ0801  MODELED GRAV-     979,837.3   (mgal)                       NAVD 88
 GZ0801
 GZ0801  VERT ORDER  -  FIRST     CLASS II
 GZ0801
 GZ0801.The horizontal coordinates were scaled from a topographic map and have
 GZ0801.an estimated accuracy of +/- 6 seconds.
 GZ0801
 GZ0801.The orthometric height was determined by differential leveling
 GZ0801.and adjusted by the National Geodetic Survey in June 1991..
 GZ0801
 GZ0801.The geoid height was determined by GEOID03.
 GZ0801
 GZ0801.The dynamic height is computed by dividing the NAVD 88
 GZ0801.geopotential number by the normal gravity value computed on the
 GZ0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0801.degrees latitude (g = 980.6199 gals.).
 GZ0801
 GZ0801.The modeled gravity was interpolated from observed gravity values.
 GZ0801
 GZ0801;                    North         East    Units  Estimated Accuracy
 GZ0801;SPC KY1Z     - 1,093,200.    1,598,630.      MT  (+/- 180 meters Scaled)
 GZ0801
 GZ0801                          SUPERSEDED SURVEY CONTROL
 GZ0801
 GZ0801  NGVD 29 (??/??/92)  345.800  (m)         1134.51   (f) ADJ UNCH    1 2
 GZ0801
 GZ0801.Superseded values are not recommended for survey control.
 GZ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0801.See file dsdata.txt to determine how the superseded data were derived.
 GZ0801
 GZ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG095160(NAD 83)
 GZ0801_MARKER: DB = BENCH MARK DISK
 GZ0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0801_SP_SET: CONCRETE POST
 GZ0801_STAMPING: M 151 1950 1134.512
 GZ0801_MARK LOGO: CGS   
 GZ0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0801+STABILITY: SURFACE MOTION
 GZ0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0801+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 GZ0801
 GZ0801  HISTORY     - Date     Condition        Report By
 GZ0801  HISTORY     - 1950     MONUMENTED       CGS
 GZ0801  HISTORY     - 1958     GOOD             NGS
 GZ0801  HISTORY     - 1984     GOOD             NGS
 GZ0801  HISTORY     - 20050509 GOOD             KYDT
 GZ0801
 GZ0801                          STATION DESCRIPTION
 GZ0801
 GZ0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0801'0.6 MI S FROM SCIENCE HILL.
 GZ0801'0.65 MILE SOUTH ALONG THE SOUTHERN RAILROAD FROM THE STATION AT
 GZ0801'SCIENCE HILL, 0.2 MILE SOUTH OF MILE POST 154, AT A BLACK TOP ROAD
 GZ0801'CROSSING TRACKS AND LEADING TO BUSINESS SECTION OF SCIENCE
 GZ0801'HILL, 109 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF BLACK
 GZ0801'TOP ROAD AND WEST TRACK, IN THE SOUTH CORNER OF A LONG NARROW
 GZ0801'GARDEN, 44.5 FEET WEST OF THE WEST RAIL, 24 FEET SOUTHEAST OF
 GZ0801'POWER POLE FROM WHICH LINE CROSSES ROAD, 21 FEET NORTHEAST OF
 GZ0801'THE CENTER LINE OF THE BLACK TOP ROAD, 8.5 FEET NORTH OF BRACE
 GZ0801'POLE FOR TELEPHONE LINE POLE, AND ABOUT LEVEL WITH THE TRACK.
 GZ0801'CONCRETE POST PROJECTING 6 INCHES.
 GZ0801
 GZ0801                          STATION RECOVERY (1984)
 GZ0801
 GZ0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ0801'RECOVERED IN GOOD CONDITION.
 GZ0801
 GZ0801                          STATION RECOVERY (2005)
 GZ0801
 GZ0801'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0801'MARK IS AT CROSSING OF RAILROAD ON KY 2309 JUST NORTH OF JUNCTION OF
 GZ0801'KY 1247, 31.1 FEET WEST OF WEST RAIL, 0.5 FEET WEST OF A CARSONITE
 GZ0801'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0762 ***********************************************************************
 GZ0762  DESIGNATION -  M 152
 GZ0762  PID         -  GZ0762
 GZ0762  STATE/COUNTY-  KY/LINCOLN
 GZ0762  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0762
 GZ0762                         *CURRENT SURVEY CONTROL
 GZ0762  ___________________________________________________________________
 GZ0762* NAD 83(1986)-  37 29 03.     (N)    084 47 18.     (W)     SCALED    
 GZ0762* NAVD 88     -       302.406  (meters)     992.14   (feet)  ADJUSTED  
 GZ0762  ___________________________________________________________________
 GZ0762  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GZ0762  DYNAMIC HT  -         302.171 (meters)     991.37  (feet)  COMP
 GZ0762  MODELED GRAV-     979,844.1   (mgal)                       NAVD 88
 GZ0762
 GZ0762  VERT ORDER  -  FIRST     CLASS II
 GZ0762
 GZ0762.The horizontal coordinates were scaled from a topographic map and have
 GZ0762.an estimated accuracy of +/- 6 seconds.
 GZ0762
 GZ0762.The orthometric height was determined by differential leveling
 GZ0762.and adjusted by the National Geodetic Survey in June 1991..
 GZ0762
 GZ0762.The geoid height was determined by GEOID03.
 GZ0762
 GZ0762.The dynamic height is computed by dividing the NAVD 88
 GZ0762.geopotential number by the normal gravity value computed on the
 GZ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0762.degrees latitude (g = 980.6199 gals.).
 GZ0762
 GZ0762.The modeled gravity was interpolated from observed gravity values.
 GZ0762
 GZ0762;                    North         East    Units  Estimated Accuracy
 GZ0762;SPC KY1Z     - 1,128,160.    1,585,050.      MT  (+/- 180 meters Scaled)
 GZ0762
 GZ0762                          SUPERSEDED SURVEY CONTROL
 GZ0762
 GZ0762  NGVD 29 (??/??/92)  302.550  (m)          992.62   (f) ADJ UNCH    1 2
 GZ0762
 GZ0762.Superseded values are not recommended for survey control.
 GZ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0762.See file dsdata.txt to determine how the superseded data were derived.
 GZ0762
 GZ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG955508(NAD 83)
 GZ0762_MARKER: DB = BENCH MARK DISK
 GZ0762_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0762_SP_SET: ROCK LEDGE
 GZ0762_STAMPING: M 152 1950 992.616
 GZ0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0762+STABILITY: POSITION/ELEVATION WELL
 GZ0762
 GZ0762  HISTORY     - Date     Condition        Report By
 GZ0762  HISTORY     - 1950     MONUMENTED       CGS
 GZ0762  HISTORY     - 1958     GOOD             NGS
 GZ0762  HISTORY     - 1981     GOOD             KYDT
 GZ0762
 GZ0762                          STATION DESCRIPTION
 GZ0762
 GZ0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0762'2.4 MI S FROM MORELAND.
 GZ0762'ABOUT 2.35 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ0762'AT MORELAND, ABOUT 2.7 MILES NORTH OF THE STATION AT MC KINNEY,
 GZ0762'ABOUT 0.5 MILE NORTH OF THE OVERPASS OVER STATE HIGHWAY 78, ABOUT
 GZ0762'0.15 MILE NORTH OF MILE POST 129, NEAR THE NORTH END OF A CUT,
 GZ0762'AT A DIM ROAD CROSSING, 93 FEET SOUTH OF THE CENTER OF THE DIM
 GZ0762'ROAD CROSSING, 14 FEET WEST OF THE WEST RAIL, 10 1/2 FEET SOUTHWEST
 GZ0762'OF THE WEST END OF AN 8-INCH STEEL DRAIN PIPE UNDER SOUTH BOUND
 GZ0762'TRACK, ABOUT LEVEL WITH THE TRACK AND SET VERTICALLY IN FACE OF
 GZ0762'A LIMESTONE LEDGE NEAR THE NORTH END OF CUT.
 GZ0762
 GZ0762                          STATION RECOVERY (1958)
 GZ0762
 GZ0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0762'RECOVERED IN GOOD CONDITION.
 GZ0762
 GZ0762                          STATION RECOVERY (1981)
 GZ0762
 GZ0762'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1279 ***********************************************************************
 GZ1279  DESIGNATION -  M 153
 GZ1279  PID         -  GZ1279
 GZ1279  STATE/COUNTY-  KY/BOYLE
 GZ1279  USGS QUAD   -  DANVILLE (1985)
 GZ1279
 GZ1279                         *CURRENT SURVEY CONTROL
 GZ1279  ___________________________________________________________________
 GZ1279* NAD 83(1986)-  37 42 24.     (N)    084 46 38.     (W)     SCALED    
 GZ1279* NAVD 88     -       271.822  (meters)     891.80   (feet)  ADJUSTED  
 GZ1279  ___________________________________________________________________
 GZ1279  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GZ1279  DYNAMIC HT  -         271.612 (meters)     891.11  (feet)  COMP
 GZ1279  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 GZ1279
 GZ1279  VERT ORDER  -  FIRST     CLASS II
 GZ1279
 GZ1279.The horizontal coordinates were scaled from a topographic map and have
 GZ1279.an estimated accuracy of +/- 6 seconds.
 GZ1279
 GZ1279.The orthometric height was determined by differential leveling
 GZ1279.and adjusted by the National Geodetic Survey in June 1991..
 GZ1279
 GZ1279.The geoid height was determined by GEOID03.
 GZ1279
 GZ1279.The dynamic height is computed by dividing the NAVD 88
 GZ1279.geopotential number by the normal gravity value computed on the
 GZ1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1279.degrees latitude (g = 980.6199 gals.).
 GZ1279
 GZ1279.The modeled gravity was interpolated from observed gravity values.
 GZ1279
 GZ1279;                    North         East    Units  Estimated Accuracy
 GZ1279;SPC KY1Z     - 1,152,860.    1,585,770.      MT  (+/- 180 meters Scaled)
 GZ1279
 GZ1279                          SUPERSEDED SURVEY CONTROL
 GZ1279
 GZ1279  NGVD 29 (??/??/92)  271.975  (m)          892.30   (f) ADJ UNCH    1 2
 GZ1279
 GZ1279.Superseded values are not recommended for survey control.
 GZ1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1279.See file dsdata.txt to determine how the superseded data were derived.
 GZ1279
 GZ1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG959755(NAD 83)
 GZ1279_MARKER: DB = BENCH MARK DISK
 GZ1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1279_STAMPING: M 153 1950 892.305
 GZ1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1279+STABILITY: SURFACE MOTION
 GZ1279
 GZ1279  HISTORY     - Date     Condition        Report By
 GZ1279  HISTORY     - 1950     MONUMENTED       CGS
 GZ1279  HISTORY     - 1967     MARK NOT FOUND   NGS
 GZ1279
 GZ1279                          STATION DESCRIPTION
 GZ1279
 GZ1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1279'3.4 MI S FROM BURGIN.
 GZ1279'ABOUT 3.45 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ1279'STATION AT BURGIN, ABOUT 4.4 MILES NORTH OF THE STATION AT DANVILLE,
 GZ1279'AT A GRAVEL ROAD CROSSING, 125 FEET SOUTHWEST AND ACROSS CROSSING
 GZ1279'FROM SEMAPHORE NO 112.2, 47 FEET SOUTHWEST OF THE CENTER OF
 GZ1279'THE CROSSING OF WEST TRACK AND ROAD, 36 FEET WEST OF THE WEST RAIL
 GZ1279'OF THE WEST TRACK, 22 FEET SOUTH OF THE CENTER LINE OF THE
 GZ1279'ROAD, 8 FEET SOUTHWEST OF A POWER POLE, 7 FEET SOUTH OF A CONCRETE
 GZ1279'AND STONE CURBING, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 GZ1279'POST, ABOUT 4 1/2 FEET ABOVE THE TRACKS AND SET IN THE TOP
 GZ1279'OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1279
 GZ1279                          STATION RECOVERY (1967)
 GZ1279
 GZ1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GZ1279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1280 ***********************************************************************
 GZ1280  DESIGNATION -  M 153 RESET
 GZ1280  PID         -  GZ1280
 GZ1280  STATE/COUNTY-  KY/BOYLE
 GZ1280  USGS QUAD   -  DANVILLE (1985)
 GZ1280
 GZ1280                         *CURRENT SURVEY CONTROL
 GZ1280  ___________________________________________________________________
 GZ1280* NAD 83(1986)-  37 42 24.     (N)    084 46 38.     (W)     SCALED    
 GZ1280* NAVD 88     -       270.75   (meters)     888.3    (feet)  RESET     
 GZ1280  ___________________________________________________________________
 GZ1280  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GZ1280
 GZ1280  VERT ORDER  -  THIRD
 GZ1280
 GZ1280.The horizontal coordinates were scaled from a topographic map and have
 GZ1280.an estimated accuracy of +/- 6 seconds.
 GZ1280
 GZ1280.The orthometric height was computed from unverified reset data.
 GZ1280.No vertical observational check was made to the station.
 GZ1280
 GZ1280.The geoid height was determined by GEOID03.
 GZ1280
 GZ1280;                    North         East    Units  Estimated Accuracy
 GZ1280;SPC KY1Z     - 1,152,860.    1,585,770.      MT  (+/- 180 meters Scaled)
 GZ1280
 GZ1280                          SUPERSEDED SURVEY CONTROL
 GZ1280
 GZ1280  NGVD 29 (??/??/??)  270.90   (m)          888.8    (f) RESET       3  
 GZ1280
 GZ1280.Superseded values are not recommended for survey control.
 GZ1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1280.See file dsdata.txt to determine how the superseded data were derived.
 GZ1280
 GZ1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG959755(NAD 83)
 GZ1280_MARKER: DB = BENCH MARK DISK
 GZ1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1280_STAMPING: M 153 RESET 1966
 GZ1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1280+STABILITY: SURFACE MOTION
 GZ1280
 GZ1280  HISTORY     - Date     Condition        Report By
 GZ1280  HISTORY     - 1966     MONUMENTED       CGS
 GZ1280  HISTORY     - 1985     MARK NOT FOUND   NGS
 GZ1280
 GZ1280                          STATION DESCRIPTION
 GZ1280
 GZ1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GZ1280'3.4 MI S FROM BURGIN.
 GZ1280'ABOUT 3.45 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE
 GZ1280'STATION AT BURGIN, ABOUT 4.4 MILES NORTH OF THE STATION AT
 GZ1280'DANVILLE, AT A BLACKTOP ROAD CROSSING, 131 FEET SOUTHWEST AND
 GZ1280'ACROSS THE TRACK FROM SEMAPHORE 112.2, 15 FEET NORTHWEST OF THE
 GZ1280'CENTER OF THE CROSSING OF THE WEST TRACK AND THE ROAD, 25 FEET
 GZ1280'WEST OF THE WEST RAIL OF THE WEST TRACK, 16 FEET NORTH OF THE
 GZ1280'CENTER LINE OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 GZ1280'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 GZ1280
 GZ1280                          STATION RECOVERY (1985)
 GZ1280
 GZ1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ1280'THE CONCRETE POST WAS NOT LOCATED, A MARK WITH THE SAME DESCRIPTION
 GZ1280'WAS RECOVERED IN A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1221 ***********************************************************************
 GZ1221  DESIGNATION -  M 154
 GZ1221  PID         -  GZ1221
 GZ1221  STATE/COUNTY-  KY/FAYETTE
 GZ1221  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1221
 GZ1221                         *CURRENT SURVEY CONTROL
 GZ1221  ___________________________________________________________________
 GZ1221* NAD 83(1986)-  37 59 21.     (N)    084 31 51.     (W)     SCALED    
 GZ1221* NAVD 88     -       309.933  (meters)    1016.84   (feet)  ADJUSTED  
 GZ1221  ___________________________________________________________________
 GZ1221  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 GZ1221  DYNAMIC HT  -         309.703 (meters)    1016.08  (feet)  COMP
 GZ1221  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 GZ1221
 GZ1221  VERT ORDER  -  FIRST     CLASS II
 GZ1221
 GZ1221.The horizontal coordinates were scaled from a topographic map and have
 GZ1221.an estimated accuracy of +/- 6 seconds.
 GZ1221
 GZ1221.The orthometric height was determined by differential leveling
 GZ1221.and adjusted by the National Geodetic Survey in June 1991..
 GZ1221
 GZ1221.The geoid height was determined by GEOID03.
 GZ1221
 GZ1221.The dynamic height is computed by dividing the NAVD 88
 GZ1221.geopotential number by the normal gravity value computed on the
 GZ1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1221.degrees latitude (g = 980.6199 gals.).
 GZ1221
 GZ1221.The modeled gravity was interpolated from observed gravity values.
 GZ1221
 GZ1221;                    North         East    Units  Estimated Accuracy
 GZ1221;SPC KY1Z     - 1,184,470.    1,607,090.      MT  (+/- 180 meters Scaled)
 GZ1221
 GZ1221                          SUPERSEDED SURVEY CONTROL
 GZ1221
 GZ1221  NGVD 29 (??/??/92)  310.08   (m)         1017.3    (f) COMPUTED    1 2
 GZ1221
 GZ1221.Superseded values are not recommended for survey control.
 GZ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1221.See file dsdata.txt to determine how the superseded data were derived.
 GZ1221
 GZ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH168074(NAD 83)
 GZ1221_MARKER: DB = BENCH MARK DISK
 GZ1221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1221_SP_SET: BRIDGE
 GZ1221_STAMPING: M 154 1950
 GZ1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1221
 GZ1221  HISTORY     - Date     Condition        Report By
 GZ1221  HISTORY     - 1950     MONUMENTED       CGS
 GZ1221
 GZ1221                          STATION DESCRIPTION
 GZ1221
 GZ1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1221'4 MI S FROM LEXINGTON.
 GZ1221'ABOUT 3.95 MI S ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GZ1221'LEXINGTON, SET IN THE TOP OF THE S END OF THE W HEADWALL OF THE
 GZ1221'OVERPASS OF THE RAILWAY OVER A PRIVATE ROAD, 7 FEET W OF THE W
 GZ1221'RAIL OF THE W TRACK AND ABOUT 1 FOOT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1222 ***********************************************************************
 GZ1222  DESIGNATION -  M 154 RESET
 GZ1222  PID         -  GZ1222
 GZ1222  STATE/COUNTY-  KY/FAYETTE
 GZ1222  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1222
 GZ1222                         *CURRENT SURVEY CONTROL
 GZ1222  ___________________________________________________________________
 GZ1222* NAD 83(1993)-  37 59 21.67879(N)    084 31 50.27446(W)     ADJUSTED  
 GZ1222* NAVD 88     -       309.585  (meters)    1015.70   (feet)  ADJUSTED  
 GZ1222  ___________________________________________________________________
 GZ1222  X           -     479,748.920 (meters)                     COMP
 GZ1222  Y           -  -5,010,459.088 (meters)                     COMP
 GZ1222  Z           -   3,904,683.006 (meters)                     COMP
 GZ1222  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 GZ1222  ELLIP HEIGHT-         276.46  (meters)          (12/20/95) GPS OBS
 GZ1222  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 GZ1222  DYNAMIC HT  -         309.355 (meters)    1014.94  (feet)  COMP
 GZ1222  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 GZ1222
 GZ1222  HORZ ORDER  -  FIRST
 GZ1222  VERT ORDER  -  FIRST     CLASS II
 GZ1222  ELLP ORDER  -  FOURTH    CLASS I
 GZ1222
 GZ1222.The horizontal coordinates were established by GPS observations
 GZ1222.and adjusted by the National Geodetic Survey in December 1995..
 GZ1222
 GZ1222.The orthometric height was determined by differential leveling
 GZ1222.and adjusted by the National Geodetic Survey in June 1991..
 GZ1222
 GZ1222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ1222
 GZ1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1222
 GZ1222.The ellipsoidal height was determined by GPS observations
 GZ1222.and is referenced to NAD 83.
 GZ1222
 GZ1222.The geoid height was determined by GEOID03.
 GZ1222
 GZ1222.The dynamic height is computed by dividing the NAVD 88
 GZ1222.geopotential number by the normal gravity value computed on the
 GZ1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1222.degrees latitude (g = 980.6199 gals.).
 GZ1222
 GZ1222.The modeled gravity was interpolated from observed gravity values.
 GZ1222
 GZ1222;                    North         East     Units Scale Factor Converg.
 GZ1222;SPC KY1Z     - 1,184,489.226 1,607,102.567   MT  0.99990688   +0 44 55.1
 GZ1222;SPC KY1Z     - 3,886,111.74  5,272,635.67   sFT  0.99990688   +0 44 55.1
 GZ1222;SPC KY N     -    54,354.290   475,347.977   MT  0.99999664   -0 10 28.5
 GZ1222;SPC KY N     -   178,327.37  1,559,537.49   sFT  0.99999664   -0 10 28.5
 GZ1222;UTM  16      - 4,207,511.271   716,851.690   MT  1.00017921   +1 31 13.9
 GZ1222
 GZ1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1222!SPC KY1Z     -   0.99995662  x   0.99990688  =   0.99986351
 GZ1222!SPC KY N     -   0.99995662  x   0.99999664  =   0.99995326
 GZ1222!UTM  16      -   0.99995662  x   1.00017921  =   1.00013582
 GZ1222
 GZ1222                          SUPERSEDED SURVEY CONTROL
 GZ1222
 GZ1222  NAD 83(1986)-  37 59 21.68670(N)    084 31 50.28005(W) AD(       ) 1
 GZ1222  NGVD 29 (??/??/??)  309.72   (m)         1016.1    (f) RESET       3  
 GZ1222
 GZ1222.Superseded values are not recommended for survey control.
 GZ1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1222.See file dsdata.txt to determine how the superseded data were derived.
 GZ1222
 GZ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1685207511(NAD 83)
 GZ1222_MARKER: DB = BENCH MARK DISK
 GZ1222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GZ1222_SP_SET: HEADWALL
 GZ1222_STAMPING: M 154 RESET 1956
 GZ1222_MARK LOGO: SOURR 
 GZ1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1222+STABILITY: SURFACE MOTION
 GZ1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1222+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1990
 GZ1222
 GZ1222  HISTORY     - Date     Condition        Report By
 GZ1222  HISTORY     - 1956     MONUMENTED       SOURR
 GZ1222  HISTORY     - 1958     GOOD             NGS
 GZ1222  HISTORY     - 1984     GOOD             NGS
 GZ1222  HISTORY     - 19900622 GOOD             GRWAS
 GZ1222
 GZ1222                          STATION DESCRIPTION
 GZ1222
 GZ1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ1222'4 MI S FROM LEXINGTON.
 GZ1222'3.95 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE STATION AT
 GZ1222'LEXINGTON, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 GZ1222'HEADWALL OF OVERPASS OF RAILROAD OVER A FARM ROAD, 7.5 FEET WEST
 GZ1222'OF THE WEST RAIL AND ABOUT LEVEL WITH THE TRACK.  STANDARD DISK IN
 GZ1222'DRILL HOLE IN OVERPASS HEAD WALL
 GZ1222
 GZ1222                          STATION RECOVERY (1984)
 GZ1222
 GZ1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ1222'RECOVERED IN GOOD CONDITION.
 GZ1222
 GZ1222                          STATION RECOVERY (1990)
 GZ1222
 GZ1222'RECOVERY NOTE BY GRW AERIAL SURVEY 1990
 GZ1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0856 ***********************************************************************
 GZ0856  DESIGNATION -  M 155
 GZ0856  PID         -  GZ0856
 GZ0856  STATE/COUNTY-  KY/LINCOLN
 GZ0856  USGS QUAD   -  HALLS GAP (1987)
 GZ0856
 GZ0856                         *CURRENT SURVEY CONTROL
 GZ0856  ___________________________________________________________________
 GZ0856* NAD 83(1986)-  37 26 27.     (N)    084 38 22.     (W)     SCALED    
 GZ0856* NAVD 88     -       423.120  (meters)    1388.19   (feet)  ADJUSTED  
 GZ0856  ___________________________________________________________________
 GZ0856  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GZ0856  DYNAMIC HT  -         422.780 (meters)    1387.07  (feet)  COMP
 GZ0856  MODELED GRAV-     979,814.0   (mgal)                       NAVD 88
 GZ0856
 GZ0856  VERT ORDER  -  FIRST     CLASS II
 GZ0856
 GZ0856.The horizontal coordinates were scaled from a topographic map and have
 GZ0856.an estimated accuracy of +/- 6 seconds.
 GZ0856
 GZ0856.The orthometric height was determined by differential leveling
 GZ0856.and adjusted by the National Geodetic Survey in June 1991..
 GZ0856
 GZ0856.The geoid height was determined by GEOID03.
 GZ0856
 GZ0856.The dynamic height is computed by dividing the NAVD 88
 GZ0856.geopotential number by the normal gravity value computed on the
 GZ0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0856.degrees latitude (g = 980.6199 gals.).
 GZ0856
 GZ0856.The modeled gravity was interpolated from observed gravity values.
 GZ0856
 GZ0856;                    North         East    Units  Estimated Accuracy
 GZ0856;SPC KY1Z     - 1,123,500.    1,598,270.      MT  (+/- 180 meters Scaled)
 GZ0856
 GZ0856                          SUPERSEDED SURVEY CONTROL
 GZ0856
 GZ0856  NGVD 29 (??/??/92)  423.248  (m)         1388.61   (f) ADJ UNCH    1 2
 GZ0856
 GZ0856.Superseded values are not recommended for survey control.
 GZ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0856.See file dsdata.txt to determine how the superseded data were derived.
 GZ0856
 GZ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG088463(NAD 83)
 GZ0856_MARKER: DB = BENCH MARK DISK
 GZ0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0856_SP_SET: CONCRETE POST
 GZ0856_STAMPING: M 155 1950 1388.606
 GZ0856_MARK LOGO: CGS   
 GZ0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0856+STABILITY: SURFACE MOTION
 GZ0856
 GZ0856  HISTORY     - Date     Condition        Report By
 GZ0856  HISTORY     - 1950     MONUMENTED       CGS
 GZ0856  HISTORY     - 1958     GOOD             NGS
 GZ0856  HISTORY     - 1981     GOOD             KYDT
 GZ0856  HISTORY     - 1984     GOOD             NGS
 GZ0856
 GZ0856                          STATION DESCRIPTION
 GZ0856
 GZ0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0856'1.6 MI S FROM HALLS GAP.
 GZ0856'ABOUT 1.55 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE FAIRVIEW
 GZ0856'BAPTIST CHURCH AT HALLS GAP, ABOUT 1.15 MILES NORTH OF THE
 GZ0856'SCHOOL AT HIGHLAND, ABOUT 0.5 MILE NORTH OF MT. MORIAH CHURCH,
 GZ0856'AT THE RESIDENCE OF CLIFTON SEBASTIAN, 99 FEET SOUTH OF THE
 GZ0856'SOUTH CORNER OF THE HOUSE, 42 FEET NORTHEAST OF THE CENTER
 GZ0856'LINE OF A DRIVE TO HOUSE, 55 FEET NORTHWEST OF THE CENTER LINE
 GZ0856'OF THE HIGHWAY, 15 FEET NORTH OF AN 18-INCH BLACK LOCUST TREE,
 GZ0856'1 1/2 FEET SOUTHEAST OF THE SOUTH CORNER OF LAWN FENCE,
 GZ0856'1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4
 GZ0856'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ0856'PROJECTING 4 INCHES.
 GZ0856
 GZ0856                          STATION RECOVERY (1958)
 GZ0856
 GZ0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0856'RECOVERED IN GOOD CONDITION.
 GZ0856
 GZ0856                          STATION RECOVERY (1981)
 GZ0856
 GZ0856'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0856'RECOVERED IN GOOD CONDITION.
 GZ0856
 GZ0856                          STATION RECOVERY (1984)
 GZ0856
 GZ0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ0856'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1950 EXCEPT THAT U.S.
 GZ0856'HIGHWAY 27 IS NOW STATE HIGHWAY 1247.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2874 ***********************************************************************
 GY2874  DESIGNATION -  M 156
 GY2874  PID         -  GY2874
 GY2874  STATE/COUNTY-  KY/LEE
 GY2874  USGS QUAD   -  TALLEGA (1976)
 GY2874
 GY2874                         *CURRENT SURVEY CONTROL
 GY2874  ___________________________________________________________________
 GY2874* NAD 83(1986)-  37 33 43.     (N)    083 35 19.     (W)     SCALED    
 GY2874* NAVD 88     -       223.150  (meters)     732.12   (feet)  ADJUSTED  
 GY2874  ___________________________________________________________________
 GY2874  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GY2874  DYNAMIC HT  -         222.978 (meters)     731.55  (feet)  COMP
 GY2874  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 GY2874
 GY2874  VERT ORDER  -  FIRST     CLASS II
 GY2874
 GY2874.The horizontal coordinates were scaled from a topographic map and have
 GY2874.an estimated accuracy of +/- 6 seconds.
 GY2874
 GY2874.The orthometric height was determined by differential leveling
 GY2874.and adjusted by the National Geodetic Survey in June 1991..
 GY2874
 GY2874.The geoid height was determined by GEOID03.
 GY2874
 GY2874.The dynamic height is computed by dividing the NAVD 88
 GY2874.geopotential number by the normal gravity value computed on the
 GY2874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2874.degrees latitude (g = 980.6199 gals.).
 GY2874
 GY2874.The modeled gravity was interpolated from observed gravity values.
 GY2874
 GY2874;                    North         East    Units  Estimated Accuracy
 GY2874;SPC KY1Z     - 1,138,570.    1,690,930.      MT  (+/- 180 meters Scaled)
 GY2874
 GY2874                          SUPERSEDED SURVEY CONTROL
 GY2874
 GY2874  NGVD 29 (??/??/92)  223.314  (m)          732.66   (f) ADJ UNCH    1 2
 GY2874
 GY2874.Superseded values are not recommended for survey control.
 GY2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2874.See file dsdata.txt to determine how the superseded data were derived.
 GY2874
 GY2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB713603(NAD 83)
 GY2874_MARKER: DB = BENCH MARK DISK
 GY2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2874_STAMPING: M 156 1950 732.656
 GY2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2874+STABILITY: SURFACE MOTION
 GY2874
 GY2874  HISTORY     - Date     Condition        Report By
 GY2874  HISTORY     - 1950     MONUMENTED       CGS
 GY2874  HISTORY     - 1957     GOOD             NGS
 GY2874  HISTORY     - 20020722 MARK NOT FOUND   KYDT
 GY2874
 GY2874                          STATION DESCRIPTION
 GY2874
 GY2874'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2874'AT TALLEGA.
 GY2874'AT TALLEGA, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, ABOUT
 GY2874'200 YARDS WEST OF MILE POST 184, 78 YARDS EAST OF A ROAD CROSSING,
 GY2874'47 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 19 FEET SOUTH
 GY2874'OF THE SOUTH RAIL OF A SIDE TRACK, 6 FEET SOUTHWEST OF THE
 GY2874'NORTHWEST CORNER OF THE STATION BUILDING, 7 FEET SOUTHEAST OF
 GY2874'A TELEPHONE POLE, ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE
 GY2874'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GY2874
 GY2874                          STATION RECOVERY (1957)
 GY2874
 GY2874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2874'RECOVERED IN GOOD CONDITION.
 GY2874
 GY2874                          STATION RECOVERY (2002)
 GY2874
 GY2874'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2874'STATION NO LONGER HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2851 ***********************************************************************
 GY2851  DESIGNATION -  M 157
 GY2851  PID         -  GY2851
 GY2851  STATE/COUNTY-  KY/LEE
 GY2851  USGS QUAD   -  ZACHARIAH (1966)
 GY2851
 GY2851                         *CURRENT SURVEY CONTROL
 GY2851  ___________________________________________________________________
 GY2851* NAD 83(1986)-  37 40 12.     (N)    083 41 00.     (W)     SCALED    
 GY2851* NAVD 88     -       347.997  (meters)    1141.72   (feet)  ADJUSTED  
 GY2851  ___________________________________________________________________
 GY2851  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GY2851  DYNAMIC HT  -         347.731 (meters)    1140.85  (feet)  COMP
 GY2851  MODELED GRAV-     979,856.0   (mgal)                       NAVD 88
 GY2851
 GY2851  VERT ORDER  -  FIRST     CLASS II
 GY2851
 GY2851.The horizontal coordinates were scaled from a topographic map and have
 GY2851.an estimated accuracy of +/- 6 seconds.
 GY2851
 GY2851.The orthometric height was determined by differential leveling
 GY2851.and adjusted by the National Geodetic Survey in June 1991..
 GY2851
 GY2851.The geoid height was determined by GEOID03.
 GY2851
 GY2851.The dynamic height is computed by dividing the NAVD 88
 GY2851.geopotential number by the normal gravity value computed on the
 GY2851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2851.degrees latitude (g = 980.6199 gals.).
 GY2851
 GY2851.The modeled gravity was interpolated from observed gravity values.
 GY2851
 GY2851;                    North         East    Units  Estimated Accuracy
 GY2851;SPC KY1Z     - 1,150,370.    1,682,300.      MT  (+/- 180 meters Scaled)
 GY2851
 GY2851                          SUPERSEDED SURVEY CONTROL
 GY2851
 GY2851  NGVD 29 (??/??/92)  348.152  (m)         1142.23   (f) ADJ UNCH    1 2
 GY2851
 GY2851.Superseded values are not recommended for survey control.
 GY2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2851.See file dsdata.txt to determine how the superseded data were derived.
 GY2851
 GY2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB633725(NAD 83)
 GY2851_MARKER: DB = BENCH MARK DISK
 GY2851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2851_STAMPING: M 157 1950 1142.229
 GY2851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2851+STABILITY: SURFACE MOTION
 GY2851
 GY2851  HISTORY     - Date     Condition        Report By
 GY2851  HISTORY     - 1950     MONUMENTED       CGS
 GY2851  HISTORY     - 1958     GOOD             NGS
 GY2851
 GY2851                          STATION DESCRIPTION
 GY2851
 GY2851'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2851'1 MI S FROM ZOE.
 GY2851'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE CHURCH OF
 GY2851'GOD AT ZOE, ABOUT 0.85 MILE SOUTH OF THE POST OFFICE AT ZOE,
 GY2851'ABOUT 0.65 MILE NORTH OF ASHLAND OIL AND REFINERY COMPANY OFFICE,
 GY2851'AT THE BOTTOM OF GRADES AND ON THE OUTSIDE OF A CURVE IN THE
 GY2851'HIGHWAY WITH TANGENTS EXTENDING NORTHEAST AND SOUTH, 46 1/2
 GY2851'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTHWEST
 GY2851'OF THE CENTER LINE OF A TRAIL LEADING SOUTHWEST AND UPHILL TO A
 GY2851'FARM HOUSE, 100 1/2 FEET WEST OF THE CENTER OF THE NORTHWEST END
 GY2851'OF AN 18-INCH PIPE CULVERT WITH CONCRETE HEAD WALLS, 27 FEET
 GY2851'SOUTHWEST OF A 20-INCH OAK TREE, 2 FEET NORTH OF A WHITE WOODEN
 GY2851'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 GY2851'A CONCRETE POST PROJECTING 4 INCHES.
 GY2851
 GY2851                          STATION RECOVERY (1958)
 GY2851
 GY2851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2816 ***********************************************************************
 GY2816  DESIGNATION -  M 158
 GY2816  PID         -  GY2816
 GY2816  STATE/COUNTY-  KY/POWELL
 GY2816  USGS QUAD   -  STANTON (1966)
 GY2816
 GY2816                         *CURRENT SURVEY CONTROL
 GY2816  ___________________________________________________________________
 GY2816* NAD 83(1986)-  37 50 27.     (N)    083 48 44.     (W)     SCALED    
 GY2816* NAVD 88     -       203.929  (meters)     669.06   (feet)  ADJUSTED  
 GY2816  ___________________________________________________________________
 GY2816  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GY2816  DYNAMIC HT  -         203.780 (meters)     668.57  (feet)  COMP
 GY2816  MODELED GRAV-     979,894.2   (mgal)                       NAVD 88
 GY2816
 GY2816  VERT ORDER  -  FIRST     CLASS II
 GY2816
 GY2816.The horizontal coordinates were scaled from a topographic map and have
 GY2816.an estimated accuracy of +/- 6 seconds.
 GY2816
 GY2816.The orthometric height was determined by differential leveling
 GY2816.and adjusted by the National Geodetic Survey in June 1991..
 GY2816
 GY2816.The geoid height was determined by GEOID03.
 GY2816
 GY2816.The dynamic height is computed by dividing the NAVD 88
 GY2816.geopotential number by the normal gravity value computed on the
 GY2816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2816.degrees latitude (g = 980.6199 gals.).
 GY2816
 GY2816.The modeled gravity was interpolated from observed gravity values.
 GY2816
 GY2816;                    North         East    Units  Estimated Accuracy
 GY2816;SPC KY1Z     - 1,169,080.    1,670,540.      MT  (+/- 180 meters Scaled)
 GY2816
 GY2816                          SUPERSEDED SURVEY CONTROL
 GY2816
 GY2816  NGVD 29 (??/??/92)  204.088  (m)          669.58   (f) ADJ UNCH    1 2
 GY2816
 GY2816.Superseded values are not recommended for survey control.
 GY2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2816.See file dsdata.txt to determine how the superseded data were derived.
 GY2816
 GY2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB525918(NAD 83)
 GY2816_MARKER: DB = BENCH MARK DISK
 GY2816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2816_STAMPING: M 158 1950 669.579
 GY2816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2816+STABILITY: SURFACE MOTION
 GY2816
 GY2816  HISTORY     - Date     Condition        Report By
 GY2816  HISTORY     - 1950     MONUMENTED       CGS
 GY2816  HISTORY     - 1958     GOOD             NGS
 GY2816  HISTORY     - 1979     GOOD             DOD
 GY2816
 GY2816                          STATION DESCRIPTION
 GY2816
 GY2816'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2816'2.7 MI SE FROM STANTON.
 GY2816'ABOUT 2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 GY2816'OF STATE HIGHWAY 213 AT STANTON, AT ROSSLYN, AT THE JUNCTION OF A
 GY2816'GRAVEL ROAD LEADING NORTHEAST, ABOUT 125 YARDS SOUTHEAST OF
 GY2816'SHILOH METHODIST CHURCH, 110 FEET NORTHWEST AND ACROSS GRAVEL
 GY2816'ROAD FROM THE WEST CORNER OF A WOODEN STORE BUILDING HOUSING POST
 GY2816'OFFICE, 33 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 35
 GY2816'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD NORTHEAST, 5 FEET
 GY2816'WEST OF A POWER POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 GY2816'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 GY2816'CONCRETE POST PROJECTING 2 INCHES.
 GY2816
 GY2816                          STATION RECOVERY (1958)
 GY2816
 GY2816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2816'RECOVERED IN GOOD CONDITION.
 GY2816
 GY2816                          STATION RECOVERY (1979)
 GY2816
 GY2816'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 GY2816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0010 ***********************************************************************
 GZ0010  DESIGNATION -  M 159
 GZ0010  PID         -  GZ0010
 GZ0010  STATE/COUNTY-  KY/CLARK
 GZ0010  USGS QUAD   -  HEDGES (1976)
 GZ0010
 GZ0010                         *CURRENT SURVEY CONTROL
 GZ0010  ___________________________________________________________________
 GZ0010* NAD 83(1986)-  37 59 44.     (N)    084 04 32.     (W)     SCALED    
 GZ0010* NAVD 88     -       293.239  (meters)     962.07   (feet)  ADJUSTED  
 GZ0010  ___________________________________________________________________
 GZ0010  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GZ0010  DYNAMIC HT  -         293.021 (meters)     961.35  (feet)  COMP
 GZ0010  MODELED GRAV-     979,878.9   (mgal)                       NAVD 88
 GZ0010
 GZ0010  VERT ORDER  -  FIRST     CLASS II
 GZ0010
 GZ0010.The horizontal coordinates were scaled from a topographic map and have
 GZ0010.an estimated accuracy of +/- 6 seconds.
 GZ0010
 GZ0010.The orthometric height was determined by differential leveling
 GZ0010.and adjusted by the National Geodetic Survey in June 1991..
 GZ0010
 GZ0010.The geoid height was determined by GEOID03.
 GZ0010
 GZ0010.The dynamic height is computed by dividing the NAVD 88
 GZ0010.geopotential number by the normal gravity value computed on the
 GZ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0010.degrees latitude (g = 980.6199 gals.).
 GZ0010
 GZ0010.The modeled gravity was interpolated from observed gravity values.
 GZ0010
 GZ0010;                    North         East    Units  Estimated Accuracy
 GZ0010;SPC KY1Z     - 1,185,800.    1,647,060.      MT  (+/- 180 meters Scaled)
 GZ0010
 GZ0010                          SUPERSEDED SURVEY CONTROL
 GZ0010
 GZ0010  NGVD 29 (??/??/92)  293.384  (m)          962.54   (f) ADJ UNCH    1 2
 GZ0010
 GZ0010.Superseded values are not recommended for survey control.
 GZ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0010.See file dsdata.txt to determine how the superseded data were derived.
 GZ0010
 GZ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH568093(NAD 83)
 GZ0010_MARKER: DB = BENCH MARK DISK
 GZ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0010_STAMPING: M 159 1950 962.544
 GZ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0010+STABILITY: SURFACE MOTION
 GZ0010
 GZ0010  HISTORY     - Date     Condition        Report By
 GZ0010  HISTORY     - 1950     MONUMENTED       CGS
 GZ0010  HISTORY     - 1958     GOOD             NGS
 GZ0010
 GZ0010                          STATION DESCRIPTION
 GZ0010
 GZ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0010'2.5 MI N FROM PILOT VIEW.
 GZ0010'ABOUT 0.75 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE
 GZ0010'CONSOLIDATED SCHOOL AT PILOT VIEW, THENCE ABOUT 1.75 MILES EAST
 GZ0010'AND NORTH ALONG STONER-EPHESUS ROAD, AT THE CROSSING OF THE
 GZ0010'CHESAPEAKE AND OHIO RAILROAD, 57 FEET NORTHWEST OF THE NORTHWEST
 GZ0010'RAIL, 60 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 1 FOOT
 GZ0010'SOUTHEAST OF A FENCE LINE, 31 1/2 FEET SOUTHWEST OF A FENCE
 GZ0010'CORNER, 77 FEET NORTHEAST OF A RAILROAD TELEPHONE POLE, 99 FEET
 GZ0010'NORTH AND ACROSS TRACK FROM CROSSING WARNING SIGN, 2 FEET
 GZ0010'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 GZ0010'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0010
 GZ0010                          STATION RECOVERY (1958)
 GZ0010
 GZ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0614 ***********************************************************************
 JZ0614  DESIGNATION -  M 160
 JZ0614  PID         -  JZ0614
 JZ0614  STATE/COUNTY-  KY/BOONE
 JZ0614  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0614
 JZ0614                         *CURRENT SURVEY CONTROL
 JZ0614  ___________________________________________________________________
 JZ0614* NAD 83(1986)-  39 01 10.     (N)    084 50 16.     (W)     SCALED    
 JZ0614* NAVD 88     -       171.790  (meters)     563.61   (feet)  ADJUSTED  
 JZ0614  ___________________________________________________________________
 JZ0614  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ0614  DYNAMIC HT  -         171.683 (meters)     563.26  (feet)  COMP
 JZ0614  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 JZ0614
 JZ0614  VERT ORDER  -  FIRST     CLASS II
 JZ0614
 JZ0614.The horizontal coordinates were scaled from a topographic map and have
 JZ0614.an estimated accuracy of +/- 6 seconds.
 JZ0614
 JZ0614.The orthometric height was determined by differential leveling
 JZ0614.and adjusted by the National Geodetic Survey in June 1991..
 JZ0614
 JZ0614.The geoid height was determined by GEOID03.
 JZ0614
 JZ0614.The dynamic height is computed by dividing the NAVD 88
 JZ0614.geopotential number by the normal gravity value computed on the
 JZ0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0614.degrees latitude (g = 980.6199 gals.).
 JZ0614
 JZ0614.The modeled gravity was interpolated from observed gravity values.
 JZ0614
 JZ0614;                    North         East    Units  Estimated Accuracy
 JZ0614;SPC KY1Z     - 1,298,520.    1,579,010.      MT  (+/- 180 meters Scaled)
 JZ0614
 JZ0614                          SUPERSEDED SURVEY CONTROL
 JZ0614
 JZ0614  NGVD 29 (??/??/92)  172.000  (m)          564.30   (f) ADJ UNCH    1 2
 JZ0614
 JZ0614.Superseded values are not recommended for survey control.
 JZ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0614.See file dsdata.txt to determine how the superseded data were derived.
 JZ0614
 JZ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ871211(NAD 83)
 JZ0614_MARKER: DB = BENCH MARK DISK
 JZ0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0614_SP_SET: CULVERT
 JZ0614_STAMPING: M 160 1950
 JZ0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0614
 JZ0614  HISTORY     - Date     Condition        Report By
 JZ0614  HISTORY     - 1950     MONUMENTED       CGS
 JZ0614  HISTORY     - 1964     GOOD             NGS
 JZ0614  HISTORY     - 1986     GOOD             LOCSUR
 JZ0614
 JZ0614                          STATION DESCRIPTION
 JZ0614
 JZ0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JZ0614'2.8 MI NW FROM BELLEVIEW.
 JZ0614'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 18 FROM THE SCHOOL
 JZ0614'AT BELLEVIEW, THENCE ABOUT 1.9 MILES NORTHWEST ALONG STATE
 JZ0614'HIGHWAY 20, ABOUT 0.85 MILE SOUTHEAST OF THE SOUTHEAST END OF A
 JZ0614'275-FOOT CONCRETE BRIDGE OVER WOOLPER CREEK, AT THE BOTTOM OF
 JZ0614'GRADES, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 JZ0614'HEAD WALL OF A 2 1/2-FOOT CONCRETE BOX CULVERT, 13 FEET NORTHEAST
 JZ0614'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 JZ0614'HIGHWAY.  NOTE-- HOWEVER MARK WAS COVERED WITH ASPHALT AND DIRT.
 JZ0614'THE MARK IS ABOUT 0.1 MILE SE OF A FRAME HOUSE, 0.1 MILE NW OF A
 JZ0614'SIDE ROAD EAST AND 55 1/2 FEET E.-NE. OF POWER LINE POLE 36.
 JZ0614
 JZ0614                          STATION RECOVERY (1964)
 JZ0614
 JZ0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JZ0614'RECOVERED IN GOOD CONDITION.
 JZ0614
 JZ0614                          STATION RECOVERY (1986)
 JZ0614
 JZ0614'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 JZ0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0095 ***********************************************************************
 GZ0095  DESIGNATION -  M 161
 GZ0095  PID         -  GZ0095
 GZ0095  STATE/COUNTY-  KY/MADISON
 GZ0095  USGS QUAD   -  BEREA (1993)
 GZ0095
 GZ0095                         *CURRENT SURVEY CONTROL
 GZ0095  ___________________________________________________________________
 GZ0095* NAD 83(1986)-  37 33 50.     (N)    084 15 33.     (W)     SCALED    
 GZ0095* NAVD 88     -       287.697  (meters)     943.89   (feet)  ADJUSTED  
 GZ0095  ___________________________________________________________________
 GZ0095  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GZ0095  DYNAMIC HT  -         287.480 (meters)     943.17  (feet)  COMP
 GZ0095  MODELED GRAV-     979,866.9   (mgal)                       NAVD 88
 GZ0095
 GZ0095  VERT ORDER  -  SECOND    CLASS 0
 GZ0095
 GZ0095.The horizontal coordinates were scaled from a topographic map and have
 GZ0095.an estimated accuracy of +/- 6 seconds.
 GZ0095
 GZ0095.The orthometric height was determined by differential leveling
 GZ0095.and adjusted by the National Geodetic Survey in June 1991..
 GZ0095
 GZ0095.The geoid height was determined by GEOID03.
 GZ0095
 GZ0095.The dynamic height is computed by dividing the NAVD 88
 GZ0095.geopotential number by the normal gravity value computed on the
 GZ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0095.degrees latitude (g = 980.6199 gals.).
 GZ0095
 GZ0095.The modeled gravity was interpolated from observed gravity values.
 GZ0095
 GZ0095;                    North         East    Units  Estimated Accuracy
 GZ0095;SPC KY1Z     - 1,137,620.    1,631,700.      MT  (+/- 180 meters Scaled)
 GZ0095
 GZ0095                          SUPERSEDED SURVEY CONTROL
 GZ0095
 GZ0095  NGVD 29 (??/??/92)  287.847  (m)          944.38   (f) ADJ UNCH    2 0
 GZ0095
 GZ0095.Superseded values are not recommended for survey control.
 GZ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0095.See file dsdata.txt to determine how the superseded data were derived.
 GZ0095
 GZ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG420609(NAD 83)
 GZ0095_MARKER: DB = BENCH MARK DISK
 GZ0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0095_SP_SET: BRIDGE ABUTMENT
 GZ0095_STAMPING: M 161 1950 944.378
 GZ0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0095
 GZ0095  HISTORY     - Date     Condition        Report By
 GZ0095  HISTORY     - 1950     MONUMENTED       CGS
 GZ0095  HISTORY     - 1957     GOOD             NGS
 GZ0095
 GZ0095                          STATION DESCRIPTION
 GZ0095
 GZ0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0095'2.1 MI E FROM BEREA.
 GZ0095'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 GZ0095'AT BEREA, ABOUT 0.1 MILE WEST OF SILVER CREEK BAPTIST CHURCH AND
 GZ0095'CROSSROADS, SET IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT
 GZ0095'OF A 75-FOOT CONCRETE BRIDGE OVER SILVER CREEK, 14 1/2 FEET
 GZ0095'NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT NORTH OF
 GZ0095'CONCRETE BANISTER AND ABOUT 0.3 FOOT ABOVE HIGHWAY.
 GZ0095
 GZ0095                          STATION RECOVERY (1957)
 GZ0095
 GZ0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0326 ***********************************************************************
 GZ0326  DESIGNATION -  M 162
 GZ0326  PID         -  GZ0326
 GZ0326  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0326  USGS QUAD   -  JOHNETTA (1987)
 GZ0326
 GZ0326                         *CURRENT SURVEY CONTROL
 GZ0326  ___________________________________________________________________
 GZ0326* NAD 83(1986)-  37 22 46.     (N)    084 13 05.     (W)     SCALED    
 GZ0326* NAVD 88     -       327.625  (meters)    1074.88   (feet)  ADJUSTED  
 GZ0326  ___________________________________________________________________
 GZ0326  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GZ0326  DYNAMIC HT  -         327.380 (meters)    1074.08  (feet)  COMP
 GZ0326  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 GZ0326
 GZ0326  VERT ORDER  -  SECOND    CLASS 0
 GZ0326
 GZ0326.The horizontal coordinates were scaled from a topographic map and have
 GZ0326.an estimated accuracy of +/- 6 seconds.
 GZ0326
 GZ0326.The orthometric height was determined by differential leveling
 GZ0326.and adjusted by the National Geodetic Survey in June 1991..
 GZ0326
 GZ0326.The geoid height was determined by GEOID03.
 GZ0326
 GZ0326.The dynamic height is computed by dividing the NAVD 88
 GZ0326.geopotential number by the normal gravity value computed on the
 GZ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0326.degrees latitude (g = 980.6199 gals.).
 GZ0326
 GZ0326.The modeled gravity was interpolated from observed gravity values.
 GZ0326
 GZ0326;                    North         East    Units  Estimated Accuracy
 GZ0326;SPC KY1Z     - 1,117,210.    1,635,670.      MT  (+/- 180 meters Scaled)
 GZ0326
 GZ0326                          SUPERSEDED SURVEY CONTROL
 GZ0326
 GZ0326  NGVD 29 (??/??/92)  327.791  (m)         1075.43   (f) ADJ UNCH    2 0
 GZ0326
 GZ0326.Superseded values are not recommended for survey control.
 GZ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0326.See file dsdata.txt to determine how the superseded data were derived.
 GZ0326
 GZ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG463405(NAD 83)
 GZ0326_MARKER: DB = BENCH MARK DISK
 GZ0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0326_STAMPING: M 162 1950 1075.428
 GZ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0326+STABILITY: SURFACE MOTION
 GZ0326
 GZ0326  HISTORY     - Date     Condition        Report By
 GZ0326  HISTORY     - 1950     MONUMENTED       CGS
 GZ0326  HISTORY     - 1957     GOOD             NGS
 GZ0326
 GZ0326                          STATION DESCRIPTION
 GZ0326
 GZ0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0326'4 MI E FROM BRUSH CREEK.
 GZ0326'ABOUT 4.0 MILES EAST ALONG A NEW ROAD LEADING TO GREAT SALTPETER
 GZ0326'CAVE FROM ORLANDO POST OFFICE AT BRUSH CREEK, 234 FEET WEST OF
 GZ0326'THE NORTH END OF AN 8-FOOT CORRUGATED PIPE CULVERT, 25 FEET
 GZ0326'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 50 YARDS SOUTHEAST
 GZ0326'OF THE SOUTHEAST CORNER OF A FARM HOUSE, 72 FEET WEST OF THE
 GZ0326'SOUTHWEST CORNER OF A SMALL CEMETERY, 30 FEET WEST OF THE
 GZ0326'SOUTHWEST CORNER OF A LOG BARN, 2 FEET WEST OF A WHITE WOODEN
 GZ0326'WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 GZ0326'CONCRETE POST PROJECTING 3 INCHES.
 GZ0326
 GZ0326                          STATION RECOVERY (1957)
 GZ0326
 GZ0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0342 ***********************************************************************
 GZ0342  DESIGNATION -  M 163
 GZ0342  PID         -  GZ0342
 GZ0342  STATE/COUNTY-  KY/JACKSON
 GZ0342  USGS QUAD   -  JOHNETTA (1987)
 GZ0342
 GZ0342                         *CURRENT SURVEY CONTROL
 GZ0342  ___________________________________________________________________
 GZ0342* NAD 83(1986)-  37 25 13.     (N)    084 09 44.     (W)     SCALED    
 GZ0342* NAVD 88     -       443.838  (meters)    1456.16   (feet)  ADJUSTED  
 GZ0342  ___________________________________________________________________
 GZ0342  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GZ0342  DYNAMIC HT  -         443.493 (meters)    1455.03  (feet)  COMP
 GZ0342  MODELED GRAV-     979,838.7   (mgal)                       NAVD 88
 GZ0342
 GZ0342  VERT ORDER  -  SECOND    CLASS 0
 GZ0342
 GZ0342.The horizontal coordinates were scaled from a topographic map and have
 GZ0342.an estimated accuracy of +/- 6 seconds.
 GZ0342
 GZ0342.The orthometric height was determined by differential leveling
 GZ0342.and adjusted by the National Geodetic Survey in June 1991..
 GZ0342
 GZ0342.The geoid height was determined by GEOID03.
 GZ0342
 GZ0342.The dynamic height is computed by dividing the NAVD 88
 GZ0342.geopotential number by the normal gravity value computed on the
 GZ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0342.degrees latitude (g = 980.6199 gals.).
 GZ0342
 GZ0342.The modeled gravity was interpolated from observed gravity values.
 GZ0342
 GZ0342;                    North         East    Units  Estimated Accuracy
 GZ0342;SPC KY1Z     - 1,121,830.    1,640,530.      MT  (+/- 180 meters Scaled)
 GZ0342
 GZ0342                          SUPERSEDED SURVEY CONTROL
 GZ0342
 GZ0342  NGVD 29 (??/??/92)  443.991  (m)         1456.66   (f) ADJ UNCH    2 0
 GZ0342
 GZ0342.Superseded values are not recommended for survey control.
 GZ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0342.See file dsdata.txt to determine how the superseded data were derived.
 GZ0342
 GZ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG511452(NAD 83)
 GZ0342_MARKER: DB = BENCH MARK DISK
 GZ0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0342_STAMPING: M 163 1950 1456.660
 GZ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0342+STABILITY: SURFACE MOTION
 GZ0342
 GZ0342  HISTORY     - Date     Condition        Report By
 GZ0342  HISTORY     - 1950     MONUMENTED       CGS
 GZ0342  HISTORY     - 1957     GOOD             NGS
 GZ0342
 GZ0342                          STATION DESCRIPTION
 GZ0342
 GZ0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0342'4.2 MI SE FROM THREE LINKS.
 GZ0342'ABOUT 4.25 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING
 GZ0342'JACKSON-ROCKCASTLE COUNTY LINE FROM THE POST OFFICE AT THREE
 GZ0342'LINKS, ABOUT 0.45 MILE NORTH OF THAD DREW SCHOOL, AT THE JUNCTION
 GZ0342'OF A GRAVEL ROAD LEADING EAST TO EGLON AND CLOVERBOTTOM,
 GZ0342'46 FEET NORTHEAST OF THE CENTER LINE OF THE COUNTY LINE ROAD,
 GZ0342'38 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 94 FEET
 GZ0342'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING
 GZ0342'HOUSING A STORE, DWELLING AND SHELL SERVICE STATION, 1 FOOT
 GZ0342'SOUTH OF A WIRE FENCE, 34 FEET EAST OF A FENCE CORNER, 2 FEET
 GZ0342'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE
 GZ0342'COUNTY LINE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ0342'3 INCHES.
 GZ0342
 GZ0342                          STATION RECOVERY (1957)
 GZ0342
 GZ0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0367 ***********************************************************************
 GZ0367  DESIGNATION -  M 164
 GZ0367  PID         -  GZ0367
 GZ0367  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0367  USGS QUAD   -  LIVINGSTON (1969)
 GZ0367
 GZ0367                         *CURRENT SURVEY CONTROL
 GZ0367  ___________________________________________________________________
 GZ0367* NAD 83(1986)-  37 19 11.     (N)    084 08 19.     (W)     SCALED    
 GZ0367* NAVD 88     -       278.837  (meters)     914.82   (feet)  ADJUSTED  
 GZ0367  ___________________________________________________________________
 GZ0367  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GZ0367  DYNAMIC HT  -         278.626 (meters)     914.13  (feet)  COMP
 GZ0367  MODELED GRAV-     979,865.7   (mgal)                       NAVD 88
 GZ0367
 GZ0367  VERT ORDER  -  SECOND    CLASS 0
 GZ0367
 GZ0367.The horizontal coordinates were scaled from a topographic map and have
 GZ0367.an estimated accuracy of +/- 6 seconds.
 GZ0367
 GZ0367.The orthometric height was determined by differential leveling
 GZ0367.and adjusted by the National Geodetic Survey in June 1991..
 GZ0367
 GZ0367.The geoid height was determined by GEOID03.
 GZ0367
 GZ0367.The dynamic height is computed by dividing the NAVD 88
 GZ0367.geopotential number by the normal gravity value computed on the
 GZ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0367.degrees latitude (g = 980.6199 gals.).
 GZ0367
 GZ0367.The modeled gravity was interpolated from observed gravity values.
 GZ0367
 GZ0367;                    North         East    Units  Estimated Accuracy
 GZ0367;SPC KY1Z     - 1,110,710.    1,642,820.      MT  (+/- 180 meters Scaled)
 GZ0367
 GZ0367                          SUPERSEDED SURVEY CONTROL
 GZ0367
 GZ0367  NGVD 29 (??/??/92)  278.998  (m)          915.35   (f) ADJ UNCH    2 0
 GZ0367
 GZ0367.Superseded values are not recommended for survey control.
 GZ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0367.See file dsdata.txt to determine how the superseded data were derived.
 GZ0367
 GZ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG535341(NAD 83)
 GZ0367_MARKER: DB = BENCH MARK DISK
 GZ0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0367_SP_SET: BRIDGE ABUTMENT
 GZ0367_STAMPING: M 164 1950 915.346
 GZ0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0367+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 GZ0367
 GZ0367  HISTORY     - Date     Condition        Report By
 GZ0367  HISTORY     - 1950     MONUMENTED       CGS
 GZ0367  HISTORY     - 1957     GOOD             NGS
 GZ0367  HISTORY     - 20050426 GOOD             KYTC
 GZ0367
 GZ0367                          STATION DESCRIPTION
 GZ0367
 GZ0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0367'8 MI N FROM VICTORY.
 GZ0367'ABOUT 4.95 MILES NORTHWEST ALONG U.S. HIGHWAY 25 FROM THE POST
 GZ0367'OFFICE AT VICTORY, THENCE ABOUT 3.0 MILES NORTHEAST ALONG A
 GZ0367'GRAVEL ROAD LEADING TO MC KEE, SET IN THE TOP OF THE WEST END
 GZ0367'OF THE CONCRETE PART OF SOUTH STONE AND CONCRETE ABUTMENT OF
 GZ0367'220-FOOT WOODEN DECK STEEL GIRDER BRIDGE OVER HORSE LICK CREEK,
 GZ0367'6 FEET WEST OF THE CENTER LINE OF THE BRIDGE AND IN LINE WITH
 GZ0367'THE WEST STEEL RAILING, AND ABOUT LEVEL WITH THE ROAD.
 GZ0367'NOTE-- THE OLD U.S. HIGHWAY 25 IS NOW STATE HIGHWAY 490.  THE
 GZ0367'MARK IS MUTILATED BUT SOLID.
 GZ0367
 GZ0367                          STATION RECOVERY (1957)
 GZ0367
 GZ0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0367'RECOVERED IN GOOD CONDITION.
 GZ0367
 GZ0367                          STATION RECOVERY (2005)
 GZ0367
 GZ0367'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2615 ***********************************************************************
 GY2615  DESIGNATION -  M 165
 GY2615  PID         -  GY2615
 GY2615  STATE/COUNTY-  KY/OWSLEY
 GY2615  USGS QUAD   -  STURGEON (1976)
 GY2615
 GY2615                         *CURRENT SURVEY CONTROL
 GY2615  ___________________________________________________________________
 GY2615* NAD 83(1986)-  37 25 05.     (N)    083 48 47.     (W)     SCALED    
 GY2615* NAVD 88     -       320.059  (meters)    1050.06   (feet)  ADJUSTED  
 GY2615  ___________________________________________________________________
 GY2615  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GY2615  DYNAMIC HT  -         319.810 (meters)    1049.24  (feet)  COMP
 GY2615  MODELED GRAV-     979,844.9   (mgal)                       NAVD 88
 GY2615
 GY2615  VERT ORDER  -  SECOND    CLASS 0
 GY2615
 GY2615.The horizontal coordinates were scaled from a topographic map and have
 GY2615.an estimated accuracy of +/- 6 seconds.
 GY2615
 GY2615.The orthometric height was determined by differential leveling
 GY2615.and adjusted by the National Geodetic Survey in June 1991..
 GY2615
 GY2615.The geoid height was determined by GEOID03.
 GY2615
 GY2615.The dynamic height is computed by dividing the NAVD 88
 GY2615.geopotential number by the normal gravity value computed on the
 GY2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2615.degrees latitude (g = 980.6199 gals.).
 GY2615
 GY2615.The modeled gravity was interpolated from observed gravity values.
 GY2615
 GY2615;                    North         East    Units  Estimated Accuracy
 GY2615;SPC KY1Z     - 1,122,170.    1,671,440.      MT  (+/- 180 meters Scaled)
 GY2615
 GY2615                          SUPERSEDED SURVEY CONTROL
 GY2615
 GY2615  NGVD 29 (??/??/92)  320.220  (m)         1050.59   (f) ADJ UNCH    2 0
 GY2615
 GY2615.Superseded values are not recommended for survey control.
 GY2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2615.See file dsdata.txt to determine how the superseded data were derived.
 GY2615
 GY2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB510449(NAD 83)
 GY2615_MARKER: DB = BENCH MARK DISK
 GY2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2615_STAMPING: M 165 1950 1050.588
 GY2615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2615+STABILITY: SURFACE MOTION
 GY2615
 GY2615  HISTORY     - Date     Condition        Report By
 GY2615  HISTORY     - 1950     MONUMENTED       CGS
 GY2615  HISTORY     - 1957     GOOD             NGS
 GY2615
 GY2615                          STATION DESCRIPTION
 GY2615
 GY2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2615'1.8 MI SW FROM STURGEON.
 GY2615'ABOUT 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE
 GY2615'JUNCTION OF GRAVEL ROAD SOUTH AT STURGEON, AT THE BOTTOM OF
 GY2615'GRADES, NEAR THE WEST END OF A BENCH CUT, 29 FEET NORTH OF THE
 GY2615'CENTER LINE OF THE HIGHWAY, 85 FEET EAST OF THE CENTER OF THE
 GY2615'NORTH END OF A 30-INCH PIPE CULVERT WITH STONE HEAD WALLS,
 GY2615'5 FEET WEST OF AN 8-INCH PINE TREE, 2 FEET SOUTHEAST OF A WHITE
 GY2615'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 GY2615'OF A CONCRETE POST PROJECTING 4 INCHES.
 GY2615
 GY2615                          STATION RECOVERY (1957)
 GY2615
 GY2615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2551 ***********************************************************************
 GY2551  DESIGNATION -  M 166
 GY2551  PID         -  GY2551
 GY2551  STATE/COUNTY-  KY/JACKSON
 GY2551  USGS QUAD   -  MC KEE (1976)
 GY2551
 GY2551                         *CURRENT SURVEY CONTROL
 GY2551  ___________________________________________________________________
 GY2551* NAD 83(1986)-  37 27 57.     (N)    083 55 04.     (W)     SCALED    
 GY2551* NAVD 88     -       266.524  (meters)     874.42   (feet)  ADJUSTED  
 GY2551  ___________________________________________________________________
 GY2551  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GY2551  DYNAMIC HT  -         266.315 (meters)     873.74  (feet)  COMP
 GY2551  MODELED GRAV-     979,839.7   (mgal)                       NAVD 88
 GY2551
 GY2551  VERT ORDER  -  SECOND    CLASS 0
 GY2551
 GY2551.The horizontal coordinates were scaled from a topographic map and have
 GY2551.an estimated accuracy of +/- 6 seconds.
 GY2551
 GY2551.The orthometric height was determined by differential leveling
 GY2551.and adjusted by the National Geodetic Survey in June 1991..
 GY2551
 GY2551.The geoid height was determined by GEOID03.
 GY2551
 GY2551.The dynamic height is computed by dividing the NAVD 88
 GY2551.geopotential number by the normal gravity value computed on the
 GY2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2551.degrees latitude (g = 980.6199 gals.).
 GY2551
 GY2551.The modeled gravity was interpolated from observed gravity values.
 GY2551
 GY2551;                    North         East    Units  Estimated Accuracy
 GY2551;SPC KY1Z     - 1,127,280.    1,662,070.      MT  (+/- 180 meters Scaled)
 GY2551
 GY2551                          SUPERSEDED SURVEY CONTROL
 GY2551
 GY2551  NGVD 29 (??/??/92)  266.678  (m)          874.93   (f) ADJ UNCH    2 0
 GY2551
 GY2551.Superseded values are not recommended for survey control.
 GY2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2551.See file dsdata.txt to determine how the superseded data were derived.
 GY2551
 GY2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB419505(NAD 83)
 GY2551_MARKER: DB = BENCH MARK DISK
 GY2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2551_STAMPING: M 166 1950 874.926
 GY2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2551+STABILITY: SURFACE MOTION
 GY2551
 GY2551  HISTORY     - Date     Condition        Report By
 GY2551  HISTORY     - 1950     MONUMENTED       CGS
 GY2551  HISTORY     - 1957     GOOD             NGS
 GY2551
 GY2551                          STATION DESCRIPTION
 GY2551
 GY2551'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2551'2 MI W FROM NEW ZION.
 GY2551'ABOUT 0.25 MILE NORTH ALONG A GRAVEL ROAD FROM POST OFFICE AT
 GY2551'NEW ZION, THENCE ABOUT 0.35 MILE SOUTHWEST ALONG ROAD TO NEW
 GY2551'ZION SCHOOL, THENCE ABOUT 0.6 MILE WEST ALONG TRAIL TO CROSSING OF
 GY2551'WAR FORK, THENCE ABOUT 0.8 MILE SOUTH ALONG TRAIL FOLLOWING AND
 GY2551'CRISSCROSSING WAR FORK, AT THE JUNCTION OF A TRAIL LEADING
 GY2551'SOUTHWEST ALONG ELISON FORK, ABOUT 0.2 MILE NORTHWEST ALONG DIRT
 GY2551'ROAD FOLLOWING WAR FORK FROM THE JUNCTION OF FOREST SERVICE
 GY2551'GRAVEL ROAD AND BRIDGE OVER WAR FORK AT TURKEY FOOT, ABOUT 0.15
 GY2551'MILE SOUTH OF A BAPTIZING PLACE IN CREEK, 32 FEET SOUTHWEST OF
 GY2551'THE CENTER LINE OF THE DIRT ROAD, 17 FEET SOUTHEAST OF THE CENTER
 GY2551'LINE OF THE TRAIL SOUTHWEST, 2 FEET EAST OF A WHITE WOODEN WITNESS
 GY2551'POST, ABOUT LEVEL WITH THE TRAIL SOUTHWEST AND SET IN THE TOP OF A
 GY2551'CONCRETE POST PROJECTING 4 INCHES.
 GY2551
 GY2551                          STATION RECOVERY (1957)
 GY2551
 GY2551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2587 ***********************************************************************
 GY2587  DESIGNATION -  M 167
 GY2587  PID         -  GY2587
 GY2587  STATE/COUNTY-  KY/OWSLEY
 GY2587  USGS QUAD   -  STURGEON (1976)
 GY2587
 GY2587                         *CURRENT SURVEY CONTROL
 GY2587  ___________________________________________________________________
 GY2587* NAD 83(1986)-  37 25 24.     (N)    083 47 11.     (W)     SCALED    
 GY2587* NAVD 88     -       270.960  (meters)     888.97   (feet)  ADJUSTED  
 GY2587  ___________________________________________________________________
 GY2587  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GY2587  DYNAMIC HT  -         270.750 (meters)     888.29  (feet)  COMP
 GY2587  MODELED GRAV-     979,848.5   (mgal)                       NAVD 88
 GY2587
 GY2587  VERT ORDER  -  SECOND    CLASS 0
 GY2587
 GY2587.The horizontal coordinates were scaled from a topographic map and have
 GY2587.an estimated accuracy of +/- 6 seconds.
 GY2587
 GY2587.The orthometric height was determined by differential leveling
 GY2587.and adjusted by the National Geodetic Survey in June 1991..
 GY2587
 GY2587.The geoid height was determined by GEOID03.
 GY2587
 GY2587.The dynamic height is computed by dividing the NAVD 88
 GY2587.geopotential number by the normal gravity value computed on the
 GY2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2587.degrees latitude (g = 980.6199 gals.).
 GY2587
 GY2587.The modeled gravity was interpolated from observed gravity values.
 GY2587
 GY2587;                    North         East    Units  Estimated Accuracy
 GY2587;SPC KY1Z     - 1,122,800.    1,673,790.      MT  (+/- 180 meters Scaled)
 GY2587
 GY2587                          SUPERSEDED SURVEY CONTROL
 GY2587
 GY2587  NGVD 29 (??/??/92)  271.122  (m)          889.51   (f) ADJ UNCH    2 0
 GY2587
 GY2587.Superseded values are not recommended for survey control.
 GY2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2587.See file dsdata.txt to determine how the superseded data were derived.
 GY2587
 GY2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB534454(NAD 83)
 GY2587_MARKER: DB = BENCH MARK DISK
 GY2587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2587_SP_SET: HEADWALL
 GY2587_STAMPING: M 167 1950 889.506
 GY2587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2587
 GY2587  HISTORY     - Date     Condition        Report By
 GY2587  HISTORY     - 1950     MONUMENTED       CGS
 GY2587  HISTORY     - 1957     GOOD             NGS
 GY2587
 GY2587                          STATION DESCRIPTION
 GY2587
 GY2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2587'AT STURGEON.
 GY2587'AT STURGEON, ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE
 GY2587'JUNCTION OF STATE HIGHWAY 30 AND BRIDGE OVER LITTLE STURGEON
 GY2587'CREEK, ABOUT 0.45 MILE NORTH OF THE POST OFFICE AT STURGEON,
 GY2587'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL
 GY2587'OF A 6-FOOT CONCRETE AND STONE CULVERT FOR A CREEK BRANCH, 14
 GY2587'FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE
 GY2587'THE ROAD.
 GY2587
 GY2587                          STATION RECOVERY (1957)
 GY2587
 GY2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2764 ***********************************************************************
 GY2764  DESIGNATION -  M 168
 GY2764  PID         -  GY2764
 GY2764  STATE/COUNTY-  KY/OWSLEY
 GY2764  USGS QUAD   -  MISTLETOE (1979)
 GY2764
 GY2764                         *CURRENT SURVEY CONTROL
 GY2764  ___________________________________________________________________
 GY2764* NAD 83(1986)-  37 20 34.     (N)    083 37 16.     (W)     SCALED    
 GY2764* NAVD 88     -       233.118  (meters)     764.82   (feet)  ADJUSTED  
 GY2764  ___________________________________________________________________
 GY2764  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GY2764  DYNAMIC HT  -         232.934 (meters)     764.22  (feet)  COMP
 GY2764  MODELED GRAV-     979,835.7   (mgal)                       NAVD 88
 GY2764
 GY2764  VERT ORDER  -  SECOND    CLASS 0
 GY2764
 GY2764.The horizontal coordinates were scaled from a topographic map and have
 GY2764.an estimated accuracy of +/- 6 seconds.
 GY2764
 GY2764.The orthometric height was determined by differential leveling
 GY2764.and adjusted by the National Geodetic Survey in June 1991..
 GY2764
 GY2764.The geoid height was determined by GEOID03.
 GY2764
 GY2764.The dynamic height is computed by dividing the NAVD 88
 GY2764.geopotential number by the normal gravity value computed on the
 GY2764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2764.degrees latitude (g = 980.6199 gals.).
 GY2764
 GY2764.The modeled gravity was interpolated from observed gravity values.
 GY2764
 GY2764;                    North         East    Units  Estimated Accuracy
 GY2764;SPC KY1Z     - 1,114,180.    1,688,620.      MT  (+/- 180 meters Scaled)
 GY2764
 GY2764                          SUPERSEDED SURVEY CONTROL
 GY2764
 GY2764  NGVD 29 (??/??/92)  233.280  (m)          765.35   (f) ADJ UNCH    2 0
 GY2764
 GY2764.Superseded values are not recommended for survey control.
 GY2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2764.See file dsdata.txt to determine how the superseded data were derived.
 GY2764
 GY2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB678361(NAD 83)
 GY2764_MARKER: DB = BENCH MARK DISK
 GY2764_SETTING: 80 = SET IN A BOULDER
 GY2764_SP_SET: BOULDER
 GY2764_STAMPING: M 168 1950 765.353
 GY2764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2764+STABILITY: SURFACE MOTION
 GY2764
 GY2764  HISTORY     - Date     Condition        Report By
 GY2764  HISTORY     - 1950     MONUMENTED       CGS
 GY2764  HISTORY     - 1957     GOOD             NGS
 GY2764
 GY2764                          STATION DESCRIPTION
 GY2764
 GY2764'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2764'4.4 MI NW FROM MISTLETOE.
 GY2764'ABOUT 4.4 MILES NORTHWEST ALONG A ROAD FOLLOWING BUFFALO CREEK
 GY2764'FROM THE POST OFFICE AT MISTLETOE, ABOUT 2.25 MILES NORTHWEST
 GY2764'OF HIGHLAND SCHOOL, ABOUT 0.9 MILE NORTHWEST OF MOUTH OF
 GY2764'RATTLESNAKE CREEK, ABOUT 1.9 MILES SOUTHEAST OF BEE BRANCH
 GY2764'SCHOOL, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 50
 GY2764'FEET NORTHEAST OF THE CENTER OF BUFFALO CREEK, SET IN THE TOP
 GY2764'AND NEAR THE EAST CORNER OF A VERY LARGE SLANTING BOULDER
 GY2764'(BOULDER IS ABOUT 35 BY 30 FEET AND PROJECTS ABOUT 5 FEET
 GY2764'ABOVE GROUND), AND ABOUT 5 FEET ABOVE THE ROAD.
 GY2764
 GY2764                          STATION RECOVERY (1957)
 GY2764
 GY2764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0405 ***********************************************************************
 GD0405  DESIGNATION -  M 17
 GD0405  PID         -  GD0405
 GD0405  STATE/COUNTY-  KY/GRAVES
 GD0405  USGS QUAD   -  MAYFIELD (1994)
 GD0405
 GD0405                         *CURRENT SURVEY CONTROL
 GD0405  ___________________________________________________________________
 GD0405* NAD 83(1986)-  36 39 37.     (N)    088 43 58.     (W)     SCALED    
 GD0405* NAVD 88     -       147.406  (meters)     483.61   (feet)  ADJUSTED  
 GD0405  ___________________________________________________________________
 GD0405  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GD0405  DYNAMIC HT  -         147.292 (meters)     483.24  (feet)  COMP
 GD0405  MODELED GRAV-     979,852.8   (mgal)                       NAVD 88
 GD0405
 GD0405  VERT ORDER  -  SECOND    CLASS 0
 GD0405
 GD0405.The horizontal coordinates were scaled from a topographic map and have
 GD0405.an estimated accuracy of +/- 6 seconds.
 GD0405
 GD0405.The orthometric height was determined by differential leveling
 GD0405.and adjusted by the National Geodetic Survey in June 1991..
 GD0405
 GD0405.The geoid height was determined by GEOID03.
 GD0405
 GD0405.The dynamic height is computed by dividing the NAVD 88
 GD0405.geopotential number by the normal gravity value computed on the
 GD0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0405.degrees latitude (g = 980.6199 gals.).
 GD0405
 GD0405.The modeled gravity was interpolated from observed gravity values.
 GD0405
 GD0405;                    North         East    Units  Estimated Accuracy
 GD0405;SPC KY1Z     - 1,040,550.    1,233,330.      MT  (+/- 180 meters Scaled)
 GD0405
 GD0405                          SUPERSEDED SURVEY CONTROL
 GD0405
 GD0405  NGVD 29 (??/??/??)  147.396  (m)          483.58   (f) ADJUSTED    2 0
 GD0405
 GD0405.Superseded values are not recommended for survey control.
 GD0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0405.See file dsdata.txt to determine how the superseded data were derived.
 GD0405
 GD0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF451585(NAD 83)
 GD0405_MARKER: DB = BENCH MARK DISK
 GD0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0405_STAMPING: M 17 1933
 GD0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0405+STABILITY: SURFACE MOTION
 GD0405
 GD0405  HISTORY     - Date     Condition        Report By
 GD0405  HISTORY     - 1933     MONUMENTED       CGS
 GD0405  HISTORY     - 1972     MARK NOT FOUND   NGS
 GD0405
 GD0405                          STATION DESCRIPTION
 GD0405
 GD0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0405'1 MI N FROM WINGO.
 GD0405'ABOUT 1 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM WINGO,
 GD0405'GRAVES COUNTY, 180 YARDS NORTH OF MILEPOST 256, 11 YARDS EAST
 GD0405'OF THE CENTERLINE OF THE TRACK, AND 6 YARDS NORTH OF A WHISTLE
 GD0405'POST.  A STANDARD DISK, STAMPED M 17 1933 AND SET IN THE TOP OF
 GD0405'A CONCRETE POST.  NOTE-- MONUMENT NOT FOUND - BELIEVED FILLED
 GD0405'OVER BY GRADING OF RR DITCH.
 GD0405
 GD0405                          STATION RECOVERY (1972)
 GD0405
 GD0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2106 ***********************************************************************
 GY2106  DESIGNATION -  M 171
 GY2106  PID         -  GY2106
 GY2106  STATE/COUNTY-  KY/PERRY
 GY2106  USGS QUAD   -  HADDIX (1972)
 GY2106
 GY2106                         *CURRENT SURVEY CONTROL
 GY2106  ___________________________________________________________________
 GY2106* NAD 83(1986)-  37 23 09.     (N)    083 16 54.     (W)     SCALED    
 GY2106* NAVD 88     -       271.800  (meters)     891.73   (feet)  ADJUSTED  
 GY2106  ___________________________________________________________________
 GY2106  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GY2106  DYNAMIC HT  -         271.592 (meters)     891.05  (feet)  COMP
 GY2106  MODELED GRAV-     979,856.3   (mgal)                       NAVD 88
 GY2106
 GY2106  VERT ORDER  -  SECOND    CLASS 0
 GY2106
 GY2106.The horizontal coordinates were scaled from a topographic map and have
 GY2106.an estimated accuracy of +/- 6 seconds.
 GY2106
 GY2106.The orthometric height was determined by differential leveling
 GY2106.and adjusted by the National Geodetic Survey in June 1991..
 GY2106
 GY2106.The geoid height was determined by GEOID03.
 GY2106
 GY2106.The dynamic height is computed by dividing the NAVD 88
 GY2106.geopotential number by the normal gravity value computed on the
 GY2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2106.degrees latitude (g = 980.6199 gals.).
 GY2106
 GY2106.The modeled gravity was interpolated from observed gravity values.
 GY2106
 GY2106;                    North         East    Units  Estimated Accuracy
 GY2106;SPC KY1Z     - 1,119,700.    1,718,560.      MT  (+/- 180 meters Scaled)
 GY2106
 GY2106                          SUPERSEDED SURVEY CONTROL
 GY2106
 GY2106  NGVD 29 (??/??/92)  271.970  (m)          892.29   (f) ADJ UNCH    2 0
 GY2106
 GY2106.Superseded values are not recommended for survey control.
 GY2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2106.See file dsdata.txt to determine how the superseded data were derived.
 GY2106
 GY2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB980401(NAD 83)
 GY2106_MARKER: DB = BENCH MARK DISK
 GY2106_SETTING: 66 = SET IN ROCK OUTCROP
 GY2106_SP_SET: ROCK
 GY2106_STAMPING: M 171 1950 892.288
 GY2106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2106+STABILITY: POSITION/ELEVATION WELL
 GY2106
 GY2106  HISTORY     - Date     Condition        Report By
 GY2106  HISTORY     - 1950     MONUMENTED       CGS
 GY2106  HISTORY     - 1956     GOOD             NGS
 GY2106
 GY2106                          STATION DESCRIPTION
 GY2106
 GY2106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2106'6.8 MI NE FROM CHAVIES.
 GY2106'3.85 MILES EAST ALONG STATE HIGHWAY 28 FROM THE EAST END OF
 GY2106'BRIDGE OVER NORTH FORK OF KENTUCKY RIVER AT CHAVIES, THENCE
 GY2106'3.00 MILES NORTHEAST ALONG GRAVEL ROAD FOLLOWING TENMILE CREEK,
 GY2106'0.55 MILE SOUTHWEST OF A SCHOOL AND A CREEK ROAD TO SOUTHEAST,
 GY2106'ABOUT 25 YARDS NORTHEAST OF JUNCTION OF TENMILE CREEK AND A
 GY2106'CREEK FROM NORTHWEST, IN THE TOP AND 1 1/2 FEET EAST OF WEST
 GY2106'END OF AN IRREGULAR SHAPED OF ROCK PROJECTING OUT OF CREEK AND
 GY2106'BELOW A ROCKY CLIFF, 22 FEET NORTHWEST OF CENTER OF TENMILE
 GY2106'CREEK ROAD AND ABOUT 7 FEET ABOVE LEVEL OF CREEK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2125 ***********************************************************************
 GY2125  DESIGNATION -  M 172
 GY2125  PID         -  GY2125
 GY2125  STATE/COUNTY-  KY/LESLIE
 GY2125  USGS QUAD   -  BUCKHORN (1979)
 GY2125
 GY2125                         *CURRENT SURVEY CONTROL
 GY2125  ___________________________________________________________________
 GY2125* NAD 83(1986)-  37 16 14.     (N)    083 23 01.     (W)     SCALED    
 GY2125* NAVD 88     -       245.123  (meters)     804.21   (feet)  ADJUSTED  
 GY2125  ___________________________________________________________________
 GY2125  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY2125  DYNAMIC HT  -         244.931 (meters)     803.58  (feet)  COMP
 GY2125  MODELED GRAV-     979,844.1   (mgal)                       NAVD 88
 GY2125
 GY2125  VERT ORDER  -  SECOND    CLASS 0
 GY2125
 GY2125.The horizontal coordinates were scaled from a topographic map and have
 GY2125.an estimated accuracy of +/- 6 seconds.
 GY2125
 GY2125.The orthometric height was determined by differential leveling
 GY2125.and adjusted by the National Geodetic Survey in June 1991..
 GY2125
 GY2125.The geoid height was determined by GEOID03.
 GY2125
 GY2125.The dynamic height is computed by dividing the NAVD 88
 GY2125.geopotential number by the normal gravity value computed on the
 GY2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2125.degrees latitude (g = 980.6199 gals.).
 GY2125
 GY2125.The modeled gravity was interpolated from observed gravity values.
 GY2125
 GY2125;                    North         East    Units  Estimated Accuracy
 GY2125;SPC KY1Z     - 1,106,680.    1,709,860.      MT  (+/- 180 meters Scaled)
 GY2125
 GY2125                          SUPERSEDED SURVEY CONTROL
 GY2125
 GY2125  NGVD 29 (??/??/92)  245.294  (m)          804.77   (f) ADJ UNCH    2 0
 GY2125
 GY2125.Superseded values are not recommended for survey control.
 GY2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2125.See file dsdata.txt to determine how the superseded data were derived.
 GY2125
 GY2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB886275(NAD 83)
 GY2125_MARKER: DB = BENCH MARK DISK
 GY2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2125_STAMPING: M 172 1950 804.769
 GY2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2125+STABILITY: SURFACE MOTION
 GY2125
 GY2125  HISTORY     - Date     Condition        Report By
 GY2125  HISTORY     - 1950     MONUMENTED       CGS
 GY2125  HISTORY     - 1957     POOR             NGS
 GY2125
 GY2125                          STATION DESCRIPTION
 GY2125
 GY2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2125'AT CONFLUENCE.
 GY2125'AT CONFLUENCE, JUST SOUTH OF THE MOUTH OF WILDER BRANCH, 125 FEET
 GY2125'NORTH AND ACROSS HIGHWAY FROM THE NEW STORE AND POST OFFICE AT
 GY2125'CONFLUENCE, ABOUT 90 FEET EAST OF THE SOUTHEAST CORNER OF HOUSE,
 GY2125'25 FEET EAST OF THE CENTER OF THE END OF STATE HIGHWAY 257, ABOUT
 GY2125'75 YARDS SOUTH OF A FORD OF MIDDLE FORK OF KENTUCKY RIVER, ABOUT
 GY2125'LEVEL WITH THE HIGHWAY.  NOTE-- OLD STORE AND POST OFFICE WERE
 GY2125'WASHED AWAY IN FLOOD OF 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2394 ***********************************************************************
 GY2394  DESIGNATION -  M 173
 GY2394  PID         -  GY2394
 GY2394  STATE/COUNTY-  KY/PERRY
 GY2394  USGS QUAD   -  BUCKHORN (1979)
 GY2394
 GY2394                         *CURRENT SURVEY CONTROL
 GY2394  ___________________________________________________________________
 GY2394* NAD 83(1986)-  37 19 33.     (N)    083 24 52.     (W)     SCALED    
 GY2394* NAVD 88     -       273.129  (meters)     896.09   (feet)  ADJUSTED  
 GY2394  ___________________________________________________________________
 GY2394  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GY2394  DYNAMIC HT  -         272.913 (meters)     895.38  (feet)  COMP
 GY2394  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 GY2394
 GY2394  VERT ORDER  -  SECOND    CLASS 0
 GY2394
 GY2394.The horizontal coordinates were scaled from a topographic map and have
 GY2394.an estimated accuracy of +/- 6 seconds.
 GY2394
 GY2394.The orthometric height was determined by differential leveling
 GY2394.and adjusted by the National Geodetic Survey in June 1991..
 GY2394
 GY2394.The geoid height was determined by GEOID03.
 GY2394
 GY2394.The dynamic height is computed by dividing the NAVD 88
 GY2394.geopotential number by the normal gravity value computed on the
 GY2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2394.degrees latitude (g = 980.6199 gals.).
 GY2394
 GY2394.The modeled gravity was interpolated from observed gravity values.
 GY2394
 GY2394;                    North         East    Units  Estimated Accuracy
 GY2394;SPC KY1Z     - 1,112,740.    1,706,970.      MT  (+/- 180 meters Scaled)
 GY2394
 GY2394                          SUPERSEDED SURVEY CONTROL
 GY2394
 GY2394  NGVD 29 (??/??/92)  273.29   (m)          896.6    (f) COMPUTED    2 0
 GY2394
 GY2394.Superseded values are not recommended for survey control.
 GY2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2394.See file dsdata.txt to determine how the superseded data were derived.
 GY2394
 GY2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB860337(NAD 83)
 GY2394_MARKER: DB = BENCH MARK DISK
 GY2394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2394_SP_SET: CULVERT
 GY2394_STAMPING: M 173 1950 896.635
 GY2394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2394
 GY2394  HISTORY     - Date     Condition        Report By
 GY2394  HISTORY     - 1950     MONUMENTED       CGS
 GY2394  HISTORY     - 1957     GOOD             NGS
 GY2394  HISTORY     - 19960619 POOR             KYDT
 GY2394
 GY2394                          STATION DESCRIPTION
 GY2394
 GY2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2394'5.4 MI W FROM CHAVIES.
 GY2394'ABOUT 5.4 MILES WEST ALONG STATE HIGHWAY 28 FROM THE LOUISVILLE
 GY2394'AND NASHVILLE RAILROAD STATION AT CHAVIES, ABOUT 0.65 MILE EAST
 GY2394'OF GAYS CREEK SCHOOL, SET IN THE TOP OF THE SOUTHWEST END OF
 GY2394'THE NORTHWEST CONCRETE HEAD WALL OF A 15-FOOT STONE CULVERT
 GY2394'FOR A CREEK, 14 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 GY2394'HIGHWAY, 3 FEET NORTHEAST OF THE SOUTHWEST END OF HEAD WALL
 GY2394'AND ABOUT LEVEL WITH THE HIGHWAY.
 GY2394
 GY2394                          STATION RECOVERY (1957)
 GY2394
 GY2394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2394'RECOVERED IN GOOD CONDITION.
 GY2394
 GY2394                          STATION RECOVERY (1996)
 GY2394
 GY2394'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2394'MARK IS 8.4 FEET SOUTHWEST OF 'V' MADE FROM TIMBERS INSTALLED TO
 GY2394'SUPPORT ROAD, NOT LEVELED TO, USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1941 ***********************************************************************
 GY1941  DESIGNATION -  M 174
 GY1941  PID         -  GY1941
 GY1941  STATE/COUNTY-  KY/PERRY
 GY1941  USGS QUAD   -  KRYPTON (1972)
 GY1941
 GY1941                         *CURRENT SURVEY CONTROL
 GY1941  ___________________________________________________________________
 GY1941* NAD 83(1986)-  37 18 34.     (N)    083 19 24.     (W)     SCALED    
 GY1941* NAVD 88     -       245.376  (meters)     805.04   (feet)  ADJUSTED  
 GY1941  ___________________________________________________________________
 GY1941  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GY1941  DYNAMIC HT  -         245.187 (meters)     804.42  (feet)  COMP
 GY1941  MODELED GRAV-     979,854.1   (mgal)                       NAVD 88
 GY1941
 GY1941  VERT ORDER  -  FIRST     CLASS I
 GY1941
 GY1941.The horizontal coordinates were scaled from a topographic map and have
 GY1941.an estimated accuracy of +/- 6 seconds.
 GY1941
 GY1941.The orthometric height was determined by differential leveling
 GY1941.and adjusted by the National Geodetic Survey in June 1991..
 GY1941.WARNING-Repeat measurements at this control monument indicate possible
 GY1941.vertical movement.
 GY1941
 GY1941.The geoid height was determined by GEOID03.
 GY1941
 GY1941.The dynamic height is computed by dividing the NAVD 88
 GY1941.geopotential number by the normal gravity value computed on the
 GY1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1941.degrees latitude (g = 980.6199 gals.).
 GY1941
 GY1941.The modeled gravity was interpolated from observed gravity values.
 GY1941
 GY1941;                    North         East    Units  Estimated Accuracy
 GY1941;SPC KY1Z     - 1,111,130.    1,715,090.      MT  (+/- 180 meters Scaled)
 GY1941
 GY1941                          SUPERSEDED SURVEY CONTROL
 GY1941
 GY1941  NGVD 29 (??/??/92)  245.552  (m)          805.62   (f) ADJ UNCH    1 1
 GY1941
 GY1941.Superseded values are not recommended for survey control.
 GY1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1941.See file dsdata.txt to determine how the superseded data were derived.
 GY1941
 GY1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB941317(NAD 83)
 GY1941_MARKER: DB = BENCH MARK DISK
 GY1941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1941_SP_SET: WATER TANK BASE
 GY1941_STAMPING: M 174 1950 805.615
 GY1941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1941
 GY1941  HISTORY     - Date     Condition        Report By
 GY1941  HISTORY     - 1950     MONUMENTED       CGS
 GY1941  HISTORY     - 1967     GOOD             NGS
 GY1941  HISTORY     - 19960410 MARK NOT FOUND   KYDT
 GY1941
 GY1941                          STATION DESCRIPTION
 GY1941
 GY1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1941'5 MI SE FROM CHAVIES.
 GY1941'ABOUT 4.95 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY1941'RAILROAD FROM DUFFS GENERAL STORE AT CHAVIES, 1.0 MILE SOUTH OF
 GY1941'THE KRYPTON BIBLE CENTER AT THE SMALL COMMUNITY OF KRYPTON,
 GY1941'8 RAILS SOUTHWEST OF SEMAPHORE NUMBER 228.1, 92 YARDS SOUTHWEST
 GY1941'OF MILEPOST 228, AT THE NORTHEAST END OF A FILL FOR THE
 GY1941'RAILROAD, 29 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GY1941'MAIN TRACK, 16 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDETRACK,
 GY1941'SET IN THE TOP OF THE NORTH CORNER OF THE MOST NORTHERLY ABANDONED
 GY1941'CONCRETE FOOTING FOR A WATER TANK, AND ABOUT 2 FEET BELOW THE
 GY1941'LEVEL OF THE SIDETRACK.
 GY1941
 GY1941                          STATION RECOVERY (1996)
 GY1941
 GY1941'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1941'FOUND SHANK IN CONCRETE FOUNDATION, MARK LOST, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1926 ***********************************************************************
 GY1926  DESIGNATION -  M 175
 GY1926  PID         -  GY1926
 GY1926  STATE/COUNTY-  KY/BREATHITT
 GY1926  USGS QUAD   -  CANOE (1976)
 GY1926
 GY1926                         *CURRENT SURVEY CONTROL
 GY1926  ___________________________________________________________________
 GY1926* NAD 83(1986)-  37 22 58.     (N)    083 23 34.     (W)     SCALED    
 GY1926* NAVD 88     -       236.847  (meters)     777.06   (feet)  ADJUSTED  
 GY1926  ___________________________________________________________________
 GY1926  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GY1926  DYNAMIC HT  -         236.663 (meters)     776.45  (feet)  COMP
 GY1926  MODELED GRAV-     979,848.0   (mgal)                       NAVD 88
 GY1926
 GY1926  VERT ORDER  -  FIRST     CLASS I
 GY1926
 GY1926.The horizontal coordinates were scaled from a topographic map and have
 GY1926.an estimated accuracy of +/- 6 seconds.
 GY1926
 GY1926.The orthometric height was determined by differential leveling
 GY1926.and adjusted by the National Geodetic Survey in June 1991..
 GY1926
 GY1926.The geoid height was determined by GEOID03.
 GY1926
 GY1926.The dynamic height is computed by dividing the NAVD 88
 GY1926.geopotential number by the normal gravity value computed on the
 GY1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1926.degrees latitude (g = 980.6199 gals.).
 GY1926
 GY1926.The modeled gravity was interpolated from observed gravity values.
 GY1926
 GY1926;                    North         East    Units  Estimated Accuracy
 GY1926;SPC KY1Z     - 1,119,110.    1,708,730.      MT  (+/- 180 meters Scaled)
 GY1926
 GY1926                          SUPERSEDED SURVEY CONTROL
 GY1926
 GY1926  NGVD 29 (??/??/92)  237.017  (m)          777.61   (f) ADJ UNCH    1 1
 GY1926
 GY1926.Superseded values are not recommended for survey control.
 GY1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1926.See file dsdata.txt to determine how the superseded data were derived.
 GY1926
 GY1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB881400(NAD 83)
 GY1926_MARKER: DB = BENCH MARK DISK
 GY1926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1926_SP_SET: CATCH BASIN
 GY1926_STAMPING: M 175 1950 777.613
 GY1926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1926
 GY1926  HISTORY     - Date     Condition        Report By
 GY1926  HISTORY     - 1950     MONUMENTED       CGS
 GY1926  HISTORY     - 1967     GOOD             NGS
 GY1926
 GY1926                          STATION DESCRIPTION
 GY1926
 GY1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1926'5.2 MI NW FROM CHAVIES.
 GY1926'ABOUT 5.2 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY1926'RAILROAD FROM DUFFS GENERAL STORE AT CHAVIES, 66 YARDS SOUTH OF
 GY1926'MILEPOST 218, 27 FEET WEST OF THE WEST RAIL OF THE TRACK, AT A
 GY1926'NARROW RAVINE, SET IN THE TOP OF THE SOUTHEAST CORNER OF A
 GY1926'CONCRETE CATCH BASIN, AND ABOUT 8 1/2 FEET BELOW THE LEVEL OF
 GY1926'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0978 ***********************************************************************
 GZ0978  DESIGNATION -  M 176
 GZ0978  PID         -  GZ0978
 GZ0978  STATE/COUNTY-  KY/LINCOLN
 GZ0978  USGS QUAD   -  CRAB ORCHARD (1952)
 GZ0978
 GZ0978                         *CURRENT SURVEY CONTROL
 GZ0978  ___________________________________________________________________
 GZ0978* NAD 83(1986)-  37 25 13.     (N)    084 32 28.     (W)     SCALED    
 GZ0978* NAVD 88     -       317.166  (meters)    1040.57   (feet)  ADJUSTED  
 GZ0978  ___________________________________________________________________
 GZ0978  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GZ0978  DYNAMIC HT  -         316.919 (meters)    1039.76  (feet)  COMP
 GZ0978  MODELED GRAV-     979,841.9   (mgal)                       NAVD 88
 GZ0978
 GZ0978  VERT ORDER  -  SECOND    CLASS 0
 GZ0978
 GZ0978.The horizontal coordinates were scaled from a topographic map and have
 GZ0978.an estimated accuracy of +/- 6 seconds.
 GZ0978
 GZ0978.The orthometric height was determined by differential leveling
 GZ0978.and adjusted by the National Geodetic Survey in June 1991..
 GZ0978
 GZ0978.The geoid height was determined by GEOID03.
 GZ0978
 GZ0978.The dynamic height is computed by dividing the NAVD 88
 GZ0978.geopotential number by the normal gravity value computed on the
 GZ0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0978.degrees latitude (g = 980.6199 gals.).
 GZ0978
 GZ0978.The modeled gravity was interpolated from observed gravity values.
 GZ0978
 GZ0978;                    North         East    Units  Estimated Accuracy
 GZ0978;SPC KY1Z     - 1,121,330.    1,607,000.      MT  (+/- 180 meters Scaled)
 GZ0978
 GZ0978                          SUPERSEDED SURVEY CONTROL
 GZ0978
 GZ0978  NGVD 29 (??/??/92)  317.307  (m)         1041.03   (f) ADJ UNCH    2 0
 GZ0978
 GZ0978.Superseded values are not recommended for survey control.
 GZ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0978.See file dsdata.txt to determine how the superseded data were derived.
 GZ0978
 GZ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG175443(NAD 83)
 GZ0978_MARKER: DB = BENCH MARK DISK
 GZ0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0978_STAMPING: M 176 1950 1941.031
 GZ0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0978+STABILITY: SURFACE MOTION
 GZ0978
 GZ0978  HISTORY     - Date     Condition        Report By
 GZ0978  HISTORY     - 1950     MONUMENTED       CGS
 GZ0978  HISTORY     - 1958     GOOD             NGS
 GZ0978
 GZ0978                          STATION DESCRIPTION
 GZ0978
 GZ0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0978'3 MI S FROM CRAB ORCHARD.
 GZ0978'ABOUT 0.3 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0978'FROM THE STATION AT CRAB ORCHARD, THENCE ABOUT 2.75 MILES SOUTH
 GZ0978'ALONG A GRAVEL ROAD, ABOUT 2.85 MILES NORTH ALONG A GRAVEL ROAD
 GZ0978'FROM THE SCHOOL AT BROUGHTENTOWN, ABOUT 0.5 MILE SOUTH OF THE
 GZ0978'JUNCTION OF A ROAD EAST AND A 25-FOOT CONCRETE BRIDGE, AT CHAPEL
 GZ0978'GAP SCHOOL, 94 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL,
 GZ0978'90 1/2 FEET SOUTH OF A WELL, 38 1/2 FEET EAST OF THE CENTER LINE
 GZ0978'OF THE ROAD, 17 FEET NORTHEAST OF A 7-INCH BLACK LOCUST TREE, 2
 GZ0978'FEET NORTH OF A FENCE LINE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN
 GZ0978'WITNESS POST, 1 1/2 FEET BELOW THE ROAD AND SET IN THE TOP OF A
 GZ0978'CONCRETE POST PROJECTING 3 INCHES.
 GZ0978
 GZ0978                          STATION RECOVERY (1958)
 GZ0978
 GZ0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0403 ***********************************************************************
 GZ0403  DESIGNATION -  M 177
 GZ0403  PID         -  GZ0403
 GZ0403  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0403  USGS QUAD   -  BILLOWS (1987)
 GZ0403
 GZ0403                         *CURRENT SURVEY CONTROL
 GZ0403  ___________________________________________________________________
 GZ0403* NAD 83(1986)-  37 14 47.     (N)    084 22 01.     (W)     SCALED    
 GZ0403* NAVD 88     -       380.661  (meters)    1248.89   (feet)  ADJUSTED  
 GZ0403  ___________________________________________________________________
 GZ0403  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GZ0403  DYNAMIC HT  -         380.377 (meters)    1247.95  (feet)  COMP
 GZ0403  MODELED GRAV-     979,871.7   (mgal)                       NAVD 88
 GZ0403
 GZ0403  VERT ORDER  -  SECOND    CLASS 0
 GZ0403
 GZ0403.The horizontal coordinates were scaled from a topographic map and have
 GZ0403.an estimated accuracy of +/- 6 seconds.
 GZ0403
 GZ0403.The orthometric height was determined by differential leveling
 GZ0403.and adjusted by the National Geodetic Survey in June 1991..
 GZ0403
 GZ0403.The geoid height was determined by GEOID03.
 GZ0403
 GZ0403.The dynamic height is computed by dividing the NAVD 88
 GZ0403.geopotential number by the normal gravity value computed on the
 GZ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0403.degrees latitude (g = 980.6199 gals.).
 GZ0403
 GZ0403.The modeled gravity was interpolated from observed gravity values.
 GZ0403
 GZ0403;                    North         East    Units  Estimated Accuracy
 GZ0403;SPC KY1Z     - 1,102,240.    1,622,700.      MT  (+/- 180 meters Scaled)
 GZ0403
 GZ0403                          SUPERSEDED SURVEY CONTROL
 GZ0403
 GZ0403  NGVD 29 (??/??/92)  380.830  (m)         1249.44   (f) ADJ UNCH    2 0
 GZ0403
 GZ0403.Superseded values are not recommended for survey control.
 GZ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0403.See file dsdata.txt to determine how the superseded data were derived.
 GZ0403
 GZ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG335254(NAD 83)
 GZ0403_MARKER: DB = BENCH MARK DISK
 GZ0403_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0403_SP_SET: ROCK OUTCROP
 GZ0403_STAMPING: M 177 1950 1249.440
 GZ0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0403+STABILITY: POSITION/ELEVATION WELL
 GZ0403
 GZ0403  HISTORY     - Date     Condition        Report By
 GZ0403  HISTORY     - 1950     MONUMENTED       CGS
 GZ0403  HISTORY     - 1958     GOOD             NGS
 GZ0403
 GZ0403                          STATION DESCRIPTION
 GZ0403
 GZ0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0403'4.5 MI S FROM SAND SPRINGS.
 GZ0403'ABOUT 4.5 MILES SOUTH ALONG A ROAD FROM THE POST OFFICE AT
 GZ0403'SAND SPRINGS, ABOUT 4.05 MILES NORTHWEST ALONG POOR ROAD FROM THE
 GZ0403'ROAD JUNCTION AT PONGO, ABOUT 0.85 MILE SOUTHWEST OF A BRIDGE
 GZ0403'OVER SKEGGS CREEK, AT THE RESIDENCE OF CECIL BULLOCK, SET IN
 GZ0403'THE TOP OF AN OUTCROPPING OF SANDSTONE, 57 1/2 FEET NORTHWEST OF
 GZ0403'THE NORTHWEST CORNER OF THE HOUSE, 29 FEET EAST OF THE CENTER
 GZ0403'LINE OF THE ROAD, 64 FEET WEST OF WEST EDGE OF LARGE LEDGE OF
 GZ0403'ROCK, 41 1/2 FEET NORTHWEST OF YARD FENCE AND ABOUT 6 1/2 FEET
 GZ0403'ABOVE THE ROAD.
 GZ0403
 GZ0403                          STATION RECOVERY (1958)
 GZ0403
 GZ0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0429 ***********************************************************************
 GZ0429  DESIGNATION -  M 178
 GZ0429  PID         -  GZ0429
 GZ0429  STATE/COUNTY-  KY/LINCOLN
 GZ0429  USGS QUAD   -  MARETBURG (1979)
 GZ0429
 GZ0429                         *CURRENT SURVEY CONTROL
 GZ0429  ___________________________________________________________________
 GZ0429* NAD 83(1986)-  37 22 16.     (N)    084 29 23.     (W)     SCALED    
 GZ0429* NAVD 88     -       383.166  (meters)    1257.10   (feet)  ADJUSTED  
 GZ0429  ___________________________________________________________________
 GZ0429  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GZ0429  DYNAMIC HT  -         382.872 (meters)    1256.14  (feet)  COMP
 GZ0429  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 GZ0429
 GZ0429  VERT ORDER  -  SECOND    CLASS 0
 GZ0429
 GZ0429.The horizontal coordinates were scaled from a topographic map and have
 GZ0429.an estimated accuracy of +/- 6 seconds.
 GZ0429
 GZ0429.The orthometric height was determined by differential leveling
 GZ0429.and adjusted by the National Geodetic Survey in June 1991..
 GZ0429
 GZ0429.The geoid height was determined by GEOID03.
 GZ0429
 GZ0429.The dynamic height is computed by dividing the NAVD 88
 GZ0429.geopotential number by the normal gravity value computed on the
 GZ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0429.degrees latitude (g = 980.6199 gals.).
 GZ0429
 GZ0429.The modeled gravity was interpolated from observed gravity values.
 GZ0429
 GZ0429;                    North         East    Units  Estimated Accuracy
 GZ0429;SPC KY1Z     - 1,115,930.    1,611,620.      MT  (+/- 180 meters Scaled)
 GZ0429
 GZ0429                          SUPERSEDED SURVEY CONTROL
 GZ0429
 GZ0429  NGVD 29 (??/??/92)  383.314  (m)         1257.59   (f) ADJ UNCH    2 0
 GZ0429
 GZ0429.Superseded values are not recommended for survey control.
 GZ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0429.See file dsdata.txt to determine how the superseded data were derived.
 GZ0429
 GZ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG222389(NAD 83)
 GZ0429_MARKER: DB = BENCH MARK DISK
 GZ0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0429_STAMPING: M 178 1950 1257.589
 GZ0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0429+STABILITY: SURFACE MOTION
 GZ0429
 GZ0429  HISTORY     - Date     Condition        Report By
 GZ0429  HISTORY     - 1950     MONUMENTED       CGS
 GZ0429  HISTORY     - 1958     GOOD             NGS
 GZ0429
 GZ0429                          STATION DESCRIPTION
 GZ0429
 GZ0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0429'3.5 MI E FROM BROUGHTENTOWN.
 GZ0429'ABOUT 0.2 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GZ0429'BROUGHTENTOWN, THENCE ABOUT 1.9 MILES EAST ALONG A GRAVEL
 GZ0429'ROAD, THENCE ABOUT 0.55 MILE SOUTH AND ABOUT 0.85 MILE EAST
 GZ0429'ALONG GRAVEL ROADS, AT THE RESIDENCE OF SIE CHANEY, 67 FEET
 GZ0429'EAST OF THE EAST CORNER OF A BARN, 37 FEET NORTH OF THE NORTH
 GZ0429'CORNER OF THE HOUSE, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GZ0429'ROAD, 9 1/2 FEET SOUTHWEST OF A FENCE CORNER, 1 1/2 FEET NORTHWEST
 GZ0429'OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 GZ0429'POST, ABOUT 1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 GZ0429'CONCRETE POST PROJECTING 4 INCHES.
 GZ0429
 GZ0429                          STATION RECOVERY (1958)
 GZ0429
 GZ0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0264 ***********************************************************************
 HB0264  DESIGNATION -  M 18
 HB0264  PID         -  HB0264
 HB0264  STATE/COUNTY-  KY/MARSHALL
 HB0264  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0264
 HB0264                         *CURRENT SURVEY CONTROL
 HB0264  ___________________________________________________________________
 HB0264* NAD 83(1986)-  37 00 53.     (N)    088 28 57.     (W)     SCALED    
 HB0264* NAVD 88     -       104.584  (meters)     343.12   (feet)  ADJUSTED  
 HB0264  ___________________________________________________________________
 HB0264  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 HB0264  DYNAMIC HT  -         104.506 (meters)     342.87  (feet)  COMP
 HB0264  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 HB0264
 HB0264  VERT ORDER  -  FIRST     CLASS I
 HB0264
 HB0264.The horizontal coordinates were scaled from a topographic map and have
 HB0264.an estimated accuracy of +/- 6 seconds.
 HB0264
 HB0264.The orthometric height was determined by differential leveling
 HB0264.and adjusted by the National Geodetic Survey in June 1991..
 HB0264
 HB0264.The geoid height was determined by GEOID03.
 HB0264
 HB0264.The dynamic height is computed by dividing the NAVD 88
 HB0264.geopotential number by the normal gravity value computed on the
 HB0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0264.degrees latitude (g = 980.6199 gals.).
 HB0264
 HB0264.The modeled gravity was interpolated from observed gravity values.
 HB0264
 HB0264;                    North         East    Units  Estimated Accuracy
 HB0264;SPC KY1Z     - 1,079,190.    1,256,850.      MT  (+/- 180 meters Scaled)
 HB0264
 HB0264                          SUPERSEDED SURVEY CONTROL
 HB0264
 HB0264  NGVD 29 (??/??/??)  104.620  (m)          343.24   (f) ADJUSTED    1 1
 HB0264
 HB0264.Superseded values are not recommended for survey control.
 HB0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0264.See file dsdata.txt to determine how the superseded data were derived.
 HB0264
 HB0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF681975(NAD 83)
 HB0264_MARKER: DB = BENCH MARK DISK
 HB0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0264_STAMPING: M 18 1933
 HB0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0264+STABILITY: SURFACE MOTION
 HB0264
 HB0264  HISTORY     - Date     Condition        Report By
 HB0264  HISTORY     - 1933     MONUMENTED       CGS
 HB0264  HISTORY     - 1968     GOOD             CGS
 HB0264  HISTORY     - 1971     GOOD             NGS
 HB0264  HISTORY     - 20020319 MARK NOT FOUND   USACE
 HB0264
 HB0264                          STATION DESCRIPTION
 HB0264
 HB0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0264'2.2 MI W FROM LITTLE CYPRESS.
 HB0264'ABOUT 2.2 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0264'CROSSING OF THE RAILROAD AND THE GRAVELED ROAD AT LITTLE CYPRESS,
 HB0264'AT A CROSSING OF THE RAILROAD AND CULP-KERTH ROAD, 34 FEET SOUTH
 HB0264'OF THE SOUTH RAIL OF THE SOUTH TRACK, 0.2 MILE SOUTHEAST OF
 HB0264'MILEPOST 217, 21 FEET EAST OF THE CENTERLINE OF THE ROAD, 35
 HB0264'FEET NORTHWEST OF A 27-INCH HICKORY TREE, 2 FEET SOUTH OF A
 HB0264'FENCE, 4 FEET SOUTHEAST OF A CORNER FENCE POST, 1.5 FEET SOUTH
 HB0264'OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 HB0264'TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT 6 INCHES
 HB0264'BELOW THE SURFACE OF THE GROUND.
 HB0264
 HB0264                          STATION RECOVERY (1971)
 HB0264
 HB0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HB0264'RECOVERED IN GOOD CONDITION.
 HB0264
 HB0264                          STATION RECOVERY (2002)
 HB0264
 HB0264'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0264'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1071 ***********************************************************************
 GZ1071  DESIGNATION -  M 180
 GZ1071  PID         -  GZ1071
 GZ1071  STATE/COUNTY-  KY/PULASKI
 GZ1071  USGS QUAD   -  BOBTOWN (1987)
 GZ1071
 GZ1071                         *CURRENT SURVEY CONTROL
 GZ1071  ___________________________________________________________________
 GZ1071* NAD 83(1986)-  37 10 26.     (N)    084 36 17.     (W)     SCALED    
 GZ1071* NAVD 88     -       331.233  (meters)    1086.72   (feet)  ADJUSTED  
 GZ1071  ___________________________________________________________________
 GZ1071  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GZ1071  DYNAMIC HT  -         330.976 (meters)    1085.88  (feet)  COMP
 GZ1071  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 GZ1071
 GZ1071  VERT ORDER  -  SECOND    CLASS 0
 GZ1071
 GZ1071.The horizontal coordinates were scaled from a topographic map and have
 GZ1071.an estimated accuracy of +/- 6 seconds.
 GZ1071
 GZ1071.The orthometric height was determined by differential leveling
 GZ1071.and adjusted by the National Geodetic Survey in June 1991..
 GZ1071
 GZ1071.The geoid height was determined by GEOID03.
 GZ1071
 GZ1071.The dynamic height is computed by dividing the NAVD 88
 GZ1071.geopotential number by the normal gravity value computed on the
 GZ1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1071.degrees latitude (g = 980.6199 gals.).
 GZ1071
 GZ1071.The modeled gravity was interpolated from observed gravity values.
 GZ1071
 GZ1071;                    North         East    Units  Estimated Accuracy
 GZ1071;SPC KY1Z     - 1,093,910.    1,601,710.      MT  (+/- 180 meters Scaled)
 GZ1071
 GZ1071                          SUPERSEDED SURVEY CONTROL
 GZ1071
 GZ1071  NGVD 29 (??/??/92)  331.381  (m)         1087.21   (f) ADJ UNCH    2 0
 GZ1071
 GZ1071.Superseded values are not recommended for survey control.
 GZ1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1071.See file dsdata.txt to determine how the superseded data were derived.
 GZ1071
 GZ1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG126168(NAD 83)
 GZ1071_MARKER: DB = BENCH MARK DISK
 GZ1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1071_SP_SET: CONCRETE POST
 GZ1071_STAMPING: M 180 1950 1087.208
 GZ1071_MARK LOGO: CGS   
 GZ1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1071+STABILITY: SURFACE MOTION
 GZ1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1071+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 GZ1071
 GZ1071  HISTORY     - Date     Condition        Report By
 GZ1071  HISTORY     - 1950     MONUMENTED       CGS
 GZ1071  HISTORY     - 1958     GOOD             NGS
 GZ1071  HISTORY     - 1984     GOOD             KYDT
 GZ1071  HISTORY     - 1984     GOOD             NGS
 GZ1071  HISTORY     - 20050509 GOOD             KYDT
 GZ1071
 GZ1071                          STATION DESCRIPTION
 GZ1071
 GZ1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1071'1.8 MI E FROM SCIENCE HILL.
 GZ1071'ABOUT 1.75 MILES EAST ALONG A ROAD FROM THE SOUTHERN RAILWAY
 GZ1071'STATION AT SCIENCE HILL, AT THE JUNCTION OF A ROAD SOUTH, ABOUT
 GZ1071'0.55 MILE WEST OF PITMAN CREEK, 43 FEET SOUTHEAST OF THE CENTER
 GZ1071'OF THE JUNCTION, 53 FEET WEST OF THE NORTHWEST CORNER OF L.B.
 GZ1071'TAYLOR RESIDENCE, 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GZ1071'TAYLORS STORE, 22 FEET EAST OF THE CENTER LINE OF THE ROAD
 GZ1071'SOUTH, 45 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1 1/2
 GZ1071'FEET WEST OF A STONE FENCE, ABOUT 5 1/2 FEET ABOVE THE ROAD AND
 GZ1071'SET IN THE TOP OF A CONCRETE POST INCIRCLED BY GRIST MILL BURR
 GZ1071'ABOUT 3 FEET IN DIAMETER AND ABOUT FLUSH WITH THE GROUND.
 GZ1071
 GZ1071                          STATION RECOVERY (1958)
 GZ1071
 GZ1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1071'RECOVERED IN GOOD CONDITION.
 GZ1071
 GZ1071                          STATION RECOVERY (1984)
 GZ1071
 GZ1071'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1071'RECOVERED IN GOOD CONDITION.
 GZ1071
 GZ1071                          STATION RECOVERY (1984)
 GZ1071
 GZ1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ1071'RECOVERED IN GOOD CONDITION AS DESCRIBED, NOT LEVELED TO AT THIS TIME.
 GZ1071
 GZ1071                          STATION RECOVERY (2005)
 GZ1071
 GZ1071'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1071'MARK IS ON ABOUT 1.2 MILES EAST ALONG KY 635 FROM JUNCTION WITH US 27,
 GZ1071'AT JUNCTION OF KEENEY ROAD, STORE BUILDING NOW VACANT, 9 FEET EAST OF
 GZ1071'A STONE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0313 ***********************************************************************
 GZ0313  DESIGNATION -  M 181
 GZ0313  PID         -  GZ0313
 GZ0313  STATE/COUNTY-  KY/LAUREL
 GZ0313  USGS QUAD   -  LONDON (1969)
 GZ0313
 GZ0313                         *CURRENT SURVEY CONTROL
 GZ0313  ___________________________________________________________________
 GZ0313* NAD 83(1986)-  37 14 33.     (N)    084 01 57.     (W)     SCALED    
 GZ0313* NAVD 88     -       299.923  (meters)     984.00   (feet)  ADJUSTED  
 GZ0313  ___________________________________________________________________
 GZ0313  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GZ0313  DYNAMIC HT  -         299.688 (meters)     983.23  (feet)  COMP
 GZ0313  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 GZ0313
 GZ0313  VERT ORDER  -  SECOND    CLASS 0
 GZ0313
 GZ0313.The horizontal coordinates were scaled from a topographic map and have
 GZ0313.an estimated accuracy of +/- 6 seconds.
 GZ0313
 GZ0313.The orthometric height was determined by differential leveling
 GZ0313.and adjusted by the National Geodetic Survey in June 1991..
 GZ0313
 GZ0313.The geoid height was determined by GEOID03.
 GZ0313
 GZ0313.The dynamic height is computed by dividing the NAVD 88
 GZ0313.geopotential number by the normal gravity value computed on the
 GZ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0313.degrees latitude (g = 980.6199 gals.).
 GZ0313
 GZ0313.The modeled gravity was interpolated from observed gravity values.
 GZ0313
 GZ0313;                    North         East    Units  Estimated Accuracy
 GZ0313;SPC KY1Z     - 1,102,310.    1,652,380.      MT  (+/- 180 meters Scaled)
 GZ0313
 GZ0313                          SUPERSEDED SURVEY CONTROL
 GZ0313
 GZ0313  NGVD 29 (??/??/92)  300.080  (m)          984.51   (f) ADJ UNCH    2 0
 GZ0313
 GZ0313.Superseded values are not recommended for survey control.
 GZ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0313.See file dsdata.txt to determine how the superseded data were derived.
 GZ0313
 GZ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG632259(NAD 83)
 GZ0313_MARKER: DB = BENCH MARK DISK
 GZ0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0313_STAMPING: M 181 1950 984.512
 GZ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0313+STABILITY: SURFACE MOTION
 GZ0313
 GZ0313  HISTORY     - Date     Condition        Report By
 GZ0313  HISTORY     - 1950     MONUMENTED       CGS
 GZ0313  HISTORY     - 1957     GOOD             NGS
 GZ0313
 GZ0313                          STATION DESCRIPTION
 GZ0313
 GZ0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0313'AT GREENMOUNT.
 GZ0313'AT GREENMOUNT, ALONG STATE HIGHWAY 30, 139 FEET NORTH OF THE
 GZ0313'CENTER OF THE JUNCTION OF STATE HIGHWAY 585, 79 FEET NORTH OF
 GZ0313'THE CENTER OF THE JUNCTION OF HIGHWAY 30 AND A DIRT ROAD
 GZ0313'LEADING NORTHWEST, 98 1/2 FEET NORTH-NORTHWEST AND ACROSS
 GZ0313'HIGHWAY FROM THE NORTHWEST CORNER OF ROY BLACKS STORE, 58 FEET
 GZ0313'NORTHEAST OF THE CENTER LINE OF THE ROAD NORTHWEST, 32 1/2
 GZ0313'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET
 GZ0313'SOUTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE
 GZ0313'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 GZ0313'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0313
 GZ0313                          STATION RECOVERY (1957)
 GZ0313
 GZ0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0335 ***********************************************************************
 GZ0335  DESIGNATION -  M 182
 GZ0335  PID         -  GZ0335
 GZ0335  STATE/COUNTY-  KY/LAUREL
 GZ0335  USGS QUAD   -  LONDON (1969)
 GZ0335
 GZ0335                         *CURRENT SURVEY CONTROL
 GZ0335  ___________________________________________________________________
 GZ0335* NAD 83(1986)-  37 08 52.     (N)    084 01 15.     (W)     SCALED    
 GZ0335* NAVD 88     -       386.128  (meters)    1266.82   (feet)  ADJUSTED  
 GZ0335  ___________________________________________________________________
 GZ0335  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GZ0335  DYNAMIC HT  -         385.818 (meters)    1265.80  (feet)  COMP
 GZ0335  MODELED GRAV-     979,818.5   (mgal)                       NAVD 88
 GZ0335
 GZ0335  VERT ORDER  -  SECOND    CLASS 0
 GZ0335
 GZ0335.The horizontal coordinates were scaled from a topographic map and have
 GZ0335.an estimated accuracy of +/- 6 seconds.
 GZ0335
 GZ0335.The orthometric height was determined by differential leveling
 GZ0335.and adjusted by the National Geodetic Survey in June 1991..
 GZ0335
 GZ0335.The geoid height was determined by GEOID03.
 GZ0335
 GZ0335.The dynamic height is computed by dividing the NAVD 88
 GZ0335.geopotential number by the normal gravity value computed on the
 GZ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0335.degrees latitude (g = 980.6199 gals.).
 GZ0335
 GZ0335.The modeled gravity was interpolated from observed gravity values.
 GZ0335
 GZ0335;                    North         East    Units  Estimated Accuracy
 GZ0335;SPC KY1Z     - 1,091,810.    1,653,610.      MT  (+/- 180 meters Scaled)
 GZ0335
 GZ0335                          SUPERSEDED SURVEY CONTROL
 GZ0335
 GZ0335  NGVD 29 (??/??/92)  386.278  (m)         1267.31   (f) ADJ UNCH    2 0
 GZ0335
 GZ0335.Superseded values are not recommended for survey control.
 GZ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0335.See file dsdata.txt to determine how the superseded data were derived.
 GZ0335
 GZ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG645154(NAD 83)
 GZ0335_MARKER: DB = BENCH MARK DISK
 GZ0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0335_STAMPING: M 182 1950 1267.314
 GZ0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0335+STABILITY: SURFACE MOTION
 GZ0335
 GZ0335  HISTORY     - Date     Condition        Report By
 GZ0335  HISTORY     - 1950     MONUMENTED       CGS
 GZ0335  HISTORY     - 1957     GOOD             NGS
 GZ0335
 GZ0335                          STATION DESCRIPTION
 GZ0335
 GZ0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ0335'3.8 MI NE FROM LONDON.
 GZ0335'0.85 MILE EAST ALONG STATE HIGHWAY 80 FROM THE CROSSING OF THE
 GZ0335'LOUISVILLE AND NASHVILLE RAILROAD AT LONDON, THENCE 3.0 MILES
 GZ0335'NORTHEAST ALONG STATE HIGHWAY 472, AT THE TOP OF A GRADE WITH
 GZ0335'THRU CUT, 121 FEET NORTHEAST OF THE CENTER OF JUNCTION OF
 GZ0335'DRIVEWAY TO THE GEORGE J. WYATT FARM, 74 FEET NORTH NORTHWEST
 GZ0335'OF THE CENTER OF NEW ROAD, 154 FEET EAST OF THE EAST CORNER OF
 GZ0335'HOUSE, 47.5 FEET SOUTH OF THE EAST CORNER OF BARN, 42 FEET
 GZ0335'SOUTHEAST OF THE SOUTHEAST FACE OF BARN, SET IN THE TOP OF
 GZ0335'CONCRETE POST PROJECTING 7 INCHES AND ABOUT 10 FEET ABOVE LEVEL
 GZ0335'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0248 ***********************************************************************
 GZ0248  CBN         -  This is a Cooperative Base Network Control Station.
 GZ0248  DESIGNATION -  M 183
 GZ0248  PID         -  GZ0248
 GZ0248  STATE/COUNTY-  KY/LAUREL
 GZ0248  USGS QUAD   -  LONDON (1969)
 GZ0248
 GZ0248                         *CURRENT SURVEY CONTROL
 GZ0248  ___________________________________________________________________
 GZ0248* NAD 83(1993)-  37 08 20.33572(N)    084 04 42.96389(W)     ADJUSTED  
 GZ0248* NAVD 88     -       362.782  (meters)    1190.23   (feet)  ADJUSTED  
 GZ0248  ___________________________________________________________________
 GZ0248  X           -     525,204.052 (meters)                     COMP
 GZ0248  Y           -  -5,063,797.293 (meters)                     COMP
 GZ0248  Z           -   3,829,900.901 (meters)                     COMP
 GZ0248  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 GZ0248  ELLIP HEIGHT-         332.56  (meters)          (11/03/04) GPS OBS
 GZ0248  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GZ0248  DYNAMIC HT  -         362.494 (meters)    1189.28  (feet)  COMP
 GZ0248  MODELED GRAV-     979,826.7   (mgal)                       NAVD 88
 GZ0248
 GZ0248  HORZ ORDER  -  B
 GZ0248  VERT ORDER  -  SECOND    CLASS 0
 GZ0248  ELLP ORDER  -  THIRD     CLASS I
 GZ0248
 GZ0248.The horizontal coordinates were established by GPS observations
 GZ0248.and adjusted by the National Geodetic Survey in September 1994..
 GZ0248
 GZ0248.The orthometric height was determined by differential leveling
 GZ0248.and adjusted by the National Geodetic Survey in June 1991..
 GZ0248
 GZ0248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GZ0248
 GZ0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0248
 GZ0248.The ellipsoidal height was determined by GPS observations
 GZ0248.and is referenced to NAD 83.
 GZ0248
 GZ0248.The geoid height was determined by GEOID03.
 GZ0248
 GZ0248.The dynamic height is computed by dividing the NAVD 88
 GZ0248.geopotential number by the normal gravity value computed on the
 GZ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0248.degrees latitude (g = 980.6199 gals.).
 GZ0248
 GZ0248.The modeled gravity was interpolated from observed gravity values.
 GZ0248
 GZ0248;                    North         East     Units Scale Factor Converg.
 GZ0248;SPC KY1Z     - 1,090,744.594 1,648,492.947   MT  0.99998715   +1 01 34.2
 GZ0248;SPC KY1Z     - 3,578,551.22  5,408,430.61   sFT  0.99998715   +1 01 34.2
 GZ0248;SPC KY S     -   590,719.223   648,487.797   MT  0.99995117   +1 00 49.1
 GZ0248;SPC KY S     - 1,938,051.32  2,127,580.38   sFT  0.99995117   +1 00 49.1
 GZ0248;UTM  16      - 4,114,286.374   759,491.460   MT  1.00042957   +1 45 53.2
 GZ0248;UTM  17      - 4,114,728.309   226,541.579   MT  1.00052129   -1 51 35.5
 GZ0248
 GZ0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0248!SPC KY1Z     -   0.99994781  x   0.99998715  =   0.99993496
 GZ0248!SPC KY S     -   0.99994781  x   0.99995117  =   0.99989899
 GZ0248!UTM  16      -   0.99994781  x   1.00042957  =   1.00037736
 GZ0248!UTM  17      -   0.99994781  x   1.00052129  =   1.00046908
 GZ0248
 GZ0248                          SUPERSEDED SURVEY CONTROL
 GZ0248
 GZ0248  ELLIP H (09/07/94)  332.54   (m)                       GP(       ) 4 1
 GZ0248  NAVD 88 (09/07/94)  362.78   (m)         1190.2    (f) LEVELING    3  
 GZ0248  NGVD 29 (??/??/92)  362.934  (m)         1190.73   (f) ADJ UNCH    2 0
 GZ0248
 GZ0248.Superseded values are not recommended for survey control.
 GZ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0248.See file dsdata.txt to determine how the superseded data were derived.
 GZ0248
 GZ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG5949114286(NAD 83)
 GZ0248_MARKER: DB = BENCH MARK DISK
 GZ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0248_SP_SET: CONCRETE POST
 GZ0248_STAMPING: M 183 1950 1190.726
 GZ0248_MARK LOGO: CGS   
 GZ0248_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0248+STABILITY: SURFACE MOTION
 GZ0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ0248+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2003
 GZ0248
 GZ0248  HISTORY     - Date     Condition        Report By
 GZ0248  HISTORY     - 1950     MONUMENTED       CGS
 GZ0248  HISTORY     - 1958     GOOD             NGS
 GZ0248  HISTORY     - 19930826 GOOD             NGS
 GZ0248  HISTORY     - 20010912 GOOD             KYDT
 GZ0248  HISTORY     - 20030117 GOOD             WOOLPT
 GZ0248
 GZ0248                          STATION DESCRIPTION
 GZ0248
 GZ0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0248'0.6 MI N FROM LONDON.
 GZ0248'ABOUT 0.55 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0248'FROM THE STATION AT LONDON, AT A ROAD CROSSING LEADING TO DEAN
 GZ0248'PLANTERS WAREHOUSE, 154 FEET WEST AND ACROSS DRIVE AND SIDE TRACK
 GZ0248'FROM WEST CORNER OF WEST WAREHOUSE, 36 FEET NORTH OF THE CENTER
 GZ0248'OF THE CROSSING OF THE NORTHEAST TRACK, 29 FEET NORTHWEST OF THE
 GZ0248'CENTER LINE OF THE ROAD, 17 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 GZ0248'RAIL OF A SIDE TRACK, 17 FEET NORTHEAST OF THE NORTHEAST RAIL
 GZ0248'OF THE NORTHEAST MAIN TRACK, 16 FEET WEST OF A TELEPHONE POLE,
 GZ0248'1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 GZ0248'FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GZ0248'PROJECTING 4 INCHES.
 GZ0248
 GZ0248                          STATION RECOVERY (1958)
 GZ0248
 GZ0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0248'RECOVERED IN GOOD CONDITION.
 GZ0248
 GZ0248                          STATION RECOVERY (1993)
 GZ0248
 GZ0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GZ0248'THE STATION IS LOCATED ABOUT 62 MI (99.8 KM) SOUTHEAST FROM LEXINGTON,
 GZ0248'23 MI (37.0 KM) EAST OF SOMERSET, 16 MI (25.7 KM) WEST OF MANCHESTER,
 GZ0248'IN THE TOWN OF LONDON.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GZ0248'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 80 AND
 GZ0248'INTERSTATE HIGHWAY 75 (EXIT 41) NORTH OF LONDON, GO EAST ON HIGHWAY
 GZ0248'80 FOR 0.6 MI (1.0 KM) TO THE INTERSECTION WITH U.S. HIGHWAY 25 AND
 GZ0248'THE DANIEL BOONE PARKWAY, CONTINUE EAST, NOW ON THE DANIEL BOONE
 GZ0248'PARKWAY, FOR 1.1 MI (1.8 KM) TO STATE HIGHWAY 354 ON THE RIGHT, TURN
 GZ0248'RIGHT AND GO SOUTH ON HIGHWAY 354 (TOBACCO ROAD) FOR 0.45 MI
 GZ0248'(0.72 KM) TO THE INTERSECTION WITH BURLY ROAD LEFT, STATION AND EAST
 GZ0248'9TH STREET ON THE RIGHT.
 GZ0248'LOCATED 11.6 M (38.1 FT) SOUTHWEST FROM THE CENTERLINE OF HIGHWAY 354,
 GZ0248'8.75 M (28.71 FT) NORTHWEST FROM THE CENTERLINE OF EAST 9TH STREET,
 GZ0248'4.9 M (16.1 FT) WEST FROM UTILITY POLE 22, 5.3 M (17.4 FT) NORTHEAST
 GZ0248'FROM THE EAST RAIL OF A RAILROAD TRACK AND 1.0 M (3.3 FT) SOUTHEAST
 GZ0248'FROM A WITNESS POST.
 GZ0248
 GZ0248                          STATION RECOVERY (2001)
 GZ0248
 GZ0248'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (FT)
 GZ0248'RECOVERED IN GOOD CONDITION.
 GZ0248
 GZ0248                          STATION RECOVERY (2003)
 GZ0248
 GZ0248'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 GZ0248'RECOVERED AS DESCRIBED WITH THESE ADDITIONS.
 GZ0248' 
 GZ0248'STATION IS 8.6 M N OF CL OF E 9TH STREET, 5.35 M E FROM EASTERLY RAIL
 GZ0248'OF RAILROAD, 4.1 M NE OF  RR SIGNAL AND 4.85 M NW OF UTILITY POLE AND
 GZ0248'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0306 ***********************************************************************
 GZ0306  DESIGNATION -  M 184
 GZ0306  PID         -  GZ0306
 GZ0306  STATE/COUNTY-  KY/JACKSON
 GZ0306  USGS QUAD   -  PARROT (1976)
 GZ0306
 GZ0306                         *CURRENT SURVEY CONTROL
 GZ0306  ___________________________________________________________________
 GZ0306* NAD 83(1986)-  37 19 04.     (N)    084 01 15.     (W)     SCALED    
 GZ0306* NAVD 88     -       373.672  (meters)    1225.96   (feet)  ADJUSTED  
 GZ0306  ___________________________________________________________________
 GZ0306  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GZ0306  DYNAMIC HT  -         373.377 (meters)    1224.99  (feet)  COMP
 GZ0306  MODELED GRAV-     979,831.0   (mgal)                       NAVD 88
 GZ0306
 GZ0306  VERT ORDER  -  SECOND    CLASS 0
 GZ0306
 GZ0306.The horizontal coordinates were scaled from a topographic map and have
 GZ0306.an estimated accuracy of +/- 6 seconds.
 GZ0306
 GZ0306.The orthometric height was determined by differential leveling
 GZ0306.and adjusted by the National Geodetic Survey in June 1991..
 GZ0306
 GZ0306.The geoid height was determined by GEOID03.
 GZ0306
 GZ0306.The dynamic height is computed by dividing the NAVD 88
 GZ0306.geopotential number by the normal gravity value computed on the
 GZ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0306.degrees latitude (g = 980.6199 gals.).
 GZ0306
 GZ0306.The modeled gravity was interpolated from observed gravity values.
 GZ0306
 GZ0306;                    North         East    Units  Estimated Accuracy
 GZ0306;SPC KY1Z     - 1,110,680.    1,653,260.      MT  (+/- 180 meters Scaled)
 GZ0306
 GZ0306                          SUPERSEDED SURVEY CONTROL
 GZ0306
 GZ0306  NGVD 29 (??/??/92)  373.828  (m)         1226.47   (f) ADJ UNCH    2 0
 GZ0306
 GZ0306.Superseded values are not recommended for survey control.
 GZ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0306.See file dsdata.txt to determine how the superseded data were derived.
 GZ0306
 GZ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG639342(NAD 83)
 GZ0306_MARKER: DB = BENCH MARK DISK
 GZ0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0306_STAMPING: M 184 1950 1226.467
 GZ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0306+STABILITY: SURFACE MOTION
 GZ0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0306+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 GZ0306
 GZ0306  HISTORY     - Date     Condition        Report By
 GZ0306  HISTORY     - 1950     MONUMENTED       CGS
 GZ0306  HISTORY     - 1957     GOOD             NGS
 GZ0306  HISTORY     - 20050425 GOOD             KYTC
 GZ0306
 GZ0306                          STATION DESCRIPTION
 GZ0306
 GZ0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0306'2.5 MI W FROM BOND.
 GZ0306'ABOUT 1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE POST
 GZ0306'OFFICE AT BOND, THENCE ABOUT 0.65 MILE NORTHWEST ALONG A GRAVEL
 GZ0306'ROAD LEADING TO PARROT, ABOUT 4.2 MILES SOUTHEAST OF SCHOOL
 GZ0306'AT PARROT, ABOUT 0.65 MILE NORTHWEST OF NICHOLS CROSSROAD,
 GZ0306'AT A NEW BRICK HOUSE, 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GZ0306'OF HOUSE, 48 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 35 1/2
 GZ0306'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF FOUNDATION OF PORCH
 GZ0306'TO HOUSE, 3 FEET EAST OF A POWER POLE WITH TRANSFORMER, 1 1/2
 GZ0306'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 GZ0306'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GZ0306'INCHES.
 GZ0306
 GZ0306                          STATION RECOVERY (1957)
 GZ0306
 GZ0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0306'RECOVERED IN GOOD CONDITION.
 GZ0306
 GZ0306                          STATION RECOVERY (2005)
 GZ0306
 GZ0306'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0306'MARK IS IN ASPHALT DRIVE TO HOUSE, 15.5 NORTH OF A POWER POLE WITH
 GZ0306'TRANSFORMER, 11.2 FEET SOUTH OF THE NORTH EDGE OF DRIVE, 8.6 FEET
 GZ0306'NORTH OF SOUTH EDGE OF DRIVE AND FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2645 ***********************************************************************
 GY2645  DESIGNATION -  M 185
 GY2645  PID         -  GY2645
 GY2645  STATE/COUNTY-  KY/CLAY
 GY2645  USGS QUAD   -  PORTERSBURG (1979)
 GY2645
 GY2645                         *CURRENT SURVEY CONTROL
 GY2645  ___________________________________________________________________
 GY2645* NAD 83(1986)-  37 13 37.     (N)    083 55 19.     (W)     SCALED    
 GY2645* NAVD 88     -       312.158  (meters)    1024.14   (feet)  ADJUSTED  
 GY2645  ___________________________________________________________________
 GY2645  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GY2645  DYNAMIC HT  -         311.910 (meters)    1023.32  (feet)  COMP
 GY2645  MODELED GRAV-     979,827.0   (mgal)                       NAVD 88
 GY2645
 GY2645  VERT ORDER  -  SECOND    CLASS 0
 GY2645
 GY2645.The horizontal coordinates were scaled from a topographic map and have
 GY2645.an estimated accuracy of +/- 6 seconds.
 GY2645
 GY2645.The orthometric height was determined by differential leveling
 GY2645.and adjusted by the National Geodetic Survey in June 1991..
 GY2645
 GY2645.The geoid height was determined by GEOID03.
 GY2645
 GY2645.The dynamic height is computed by dividing the NAVD 88
 GY2645.geopotential number by the normal gravity value computed on the
 GY2645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2645.degrees latitude (g = 980.6199 gals.).
 GY2645
 GY2645.The modeled gravity was interpolated from observed gravity values.
 GY2645
 GY2645;                    North         East    Units  Estimated Accuracy
 GY2645;SPC KY1Z     - 1,100,770.    1,662,220.      MT  (+/- 180 meters Scaled)
 GY2645
 GY2645                          SUPERSEDED SURVEY CONTROL
 GY2645
 GY2645  NGVD 29 (??/??/92)  312.311  (m)         1024.64   (f) ADJ UNCH    2 0
 GY2645
 GY2645.Superseded values are not recommended for survey control.
 GY2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2645.See file dsdata.txt to determine how the superseded data were derived.
 GY2645
 GY2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB407240(NAD 83)
 GY2645_MARKER: DB = BENCH MARK DISK
 GY2645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2645_SP_SET: BRIDGE
 GY2645_STAMPING: M 185 1950 1024.640
 GY2645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2645
 GY2645  HISTORY     - Date     Condition        Report By
 GY2645  HISTORY     - 1950     MONUMENTED       CGS
 GY2645  HISTORY     - 1957     POOR             NGS
 GY2645
 GY2645                          STATION DESCRIPTION
 GY2645
 GY2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2645'AT BENGE.
 GY2645'AT BENGE, ABOUT 0.05 MILE WEST ALONG STATE HIGHWAY 472 FROM THE
 GY2645'POST OFFICE, ABOUT 0.15 MILE SOUTHEAST OF THE JUNCTION OF A ROAD
 GY2645'NORTH, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD
 GY2645'WALL OF A 14-FOOT CONCRETE BRIDGE UNDER HIGHWAY, 13 FEET NORTHEAST
 GY2645'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 GY2645'HIGHWAY.
 GY2645
 GY2645                          STATION RECOVERY (1957)
 GY2645
 GY2645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2645'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2777 ***********************************************************************
 GY2777  DESIGNATION -  M 186
 GY2777  PID         -  GY2777
 GY2777  STATE/COUNTY-  KY/CLAY
 GY2777  USGS QUAD   -  ONEIDA (1979)
 GY2777
 GY2777                         *CURRENT SURVEY CONTROL
 GY2777  ___________________________________________________________________
 GY2777* NAD 83(1986)-  37 17 00.     (N)    083 43 04.     (W)     SCALED    
 GY2777* NAVD 88     -       296.846  (meters)     973.90   (feet)  ADJUSTED  
 GY2777  ___________________________________________________________________
 GY2777  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GY2777  DYNAMIC HT  -         296.614 (meters)     973.14  (feet)  COMP
 GY2777  MODELED GRAV-     979,840.5   (mgal)                       NAVD 88
 GY2777
 GY2777  VERT ORDER  -  SECOND    CLASS 0
 GY2777
 GY2777.The horizontal coordinates were scaled from a topographic map and have
 GY2777.an estimated accuracy of +/- 6 seconds.
 GY2777
 GY2777.The orthometric height was determined by differential leveling
 GY2777.and adjusted by the National Geodetic Survey in June 1991..
 GY2777
 GY2777.The geoid height was determined by GEOID03.
 GY2777
 GY2777.The dynamic height is computed by dividing the NAVD 88
 GY2777.geopotential number by the normal gravity value computed on the
 GY2777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2777.degrees latitude (g = 980.6199 gals.).
 GY2777
 GY2777.The modeled gravity was interpolated from observed gravity values.
 GY2777
 GY2777;                    North         East    Units  Estimated Accuracy
 GY2777;SPC KY1Z     - 1,107,400.    1,680,200.      MT  (+/- 180 meters Scaled)
 GY2777
 GY2777                          SUPERSEDED SURVEY CONTROL
 GY2777
 GY2777  NGVD 29 (??/??/92)  297.008  (m)          974.43   (f) ADJ UNCH    2 0
 GY2777
 GY2777.Superseded values are not recommended for survey control.
 GY2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2777.See file dsdata.txt to determine how the superseded data were derived.
 GY2777
 GY2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB590297(NAD 83)
 GY2777_MARKER: DB = BENCH MARK DISK
 GY2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2777_STAMPING: M 186 1950 974.434
 GY2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2777+STABILITY: SURFACE MOTION
 GY2777
 GY2777  HISTORY     - Date     Condition        Report By
 GY2777  HISTORY     - 1950     MONUMENTED       CGS
 GY2777  HISTORY     - 1957     POOR             NGS
 GY2777
 GY2777                          STATION DESCRIPTION
 GY2777
 GY2777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2777'3.4 MI W FROM TEGES.
 GY2777'0.2 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 GY2777'TEGES, THENCE 3.25 MILES WEST ALONG ROAD FOLLOWING UPPER TEGES
 GY2777'CREEK, ABOUT 200 FEET SOUTH OF THE CENTER OF THE NEW ROAD, 150
 GY2777'YARDS SOUTHEAST OF WOODROW ALLENS HOME, 1.5 FEET WEST OF THE
 GY2777'SOUTHWEST CORNER OF BARN, 8 FEET NORTH OF THE CENTER OF OLD
 GY2777'ROAD, ABOUT 11 YARDS NORTHEAST OF A POINT WHERE STREAM TURNS
 GY2777'NORTH AWAY FROM OLD ROAD, ABOUT 10 FEET BELOW THE LEVEL OF THE
 GY2777'NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2787 ***********************************************************************
 GY2787  DESIGNATION -  M 187
 GY2787  PID         -  GY2787
 GY2787  STATE/COUNTY-  KY/CLAY
 GY2787  USGS QUAD   -  BIG CREEK (1979)
 GY2787
 GY2787                         *CURRENT SURVEY CONTROL
 GY2787  ___________________________________________________________________
 GY2787* NAD 83(1986)-  37 11 46.     (N)    083 36 57.     (W)     SCALED    
 GY2787* NAVD 88     -       269.413  (meters)     883.90   (feet)  ADJUSTED  
 GY2787  ___________________________________________________________________
 GY2787  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GY2787  DYNAMIC HT  -         269.197 (meters)     883.19  (feet)  COMP
 GY2787  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 GY2787
 GY2787  VERT ORDER  -  SECOND    CLASS 0
 GY2787
 GY2787.The horizontal coordinates were scaled from a topographic map and have
 GY2787.an estimated accuracy of +/- 6 seconds.
 GY2787
 GY2787.The orthometric height was determined by differential leveling
 GY2787.and adjusted by the National Geodetic Survey in June 1991..
 GY2787
 GY2787.The geoid height was determined by GEOID03.
 GY2787
 GY2787.The dynamic height is computed by dividing the NAVD 88
 GY2787.geopotential number by the normal gravity value computed on the
 GY2787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2787.degrees latitude (g = 980.6199 gals.).
 GY2787
 GY2787.The modeled gravity was interpolated from observed gravity values.
 GY2787
 GY2787;                    North         East    Units  Estimated Accuracy
 GY2787;SPC KY1Z     - 1,097,920.    1,689,460.      MT  (+/- 180 meters Scaled)
 GY2787
 GY2787                          SUPERSEDED SURVEY CONTROL
 GY2787
 GY2787  NGVD 29 (??/??/92)  269.572  (m)          884.42   (f) ADJ UNCH    2 0
 GY2787
 GY2787.Superseded values are not recommended for survey control.
 GY2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2787.See file dsdata.txt to determine how the superseded data were derived.
 GY2787
 GY2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB678198(NAD 83)
 GY2787_MARKER: DB = BENCH MARK DISK
 GY2787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2787_STAMPING: M 187 1950 884.421
 GY2787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2787+STABILITY: SURFACE MOTION
 GY2787
 GY2787  HISTORY     - Date     Condition        Report By
 GY2787  HISTORY     - 1950     MONUMENTED       CGS
 GY2787  HISTORY     - 1957     GOOD             NGS
 GY2787
 GY2787                          STATION DESCRIPTION
 GY2787
 GY2787'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2787'2.6 MI S FROM SPURLOCK.
 GY2787'ABOUT 2.2 MILES SOUTH ALONG A DIM ROAD FOLLOWING RED BIRD RIVER
 GY2787'FROM THE POST OFFICE AT SPURLOCK, THENCE ABOUT 0.45 MILE
 GY2787'SOUTHWEST ALONG DIM ROAD, ABOUT 0.9 MILE NORTHWEST OF NEWBERRY
 GY2787'SCHOOL, AT THE RESIDENCE OF AMBROS SAMS, 99 1/2 FEET WEST OF
 GY2787'THE SOUTHWEST CORNER OF HOUSE, 43 FEET NORTH OF THE CENTER LINE
 GY2787'OF DRIVE TO HOUSE, 16 FEET EAST OF THE CENTER LINE OF ROAD,
 GY2787'1 1/2 FEET SOUTH OF A FENCE LINE, ABOUT 3 1/2 FEET ABOVE THE
 GY2787'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GY2787'NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT ERILINE BY
 GY2787'GOING ABOUT 2.0 MILES NORTHWEST ALONG A ROAD VIA NEWBERRY SCHOOL.
 GY2787
 GY2787                          STATION RECOVERY (1957)
 GY2787
 GY2787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2737 ***********************************************************************
 GY2737  DESIGNATION -  M 188
 GY2737  PID         -  GY2737
 GY2737  STATE/COUNTY-  KY/LESLIE
 GY2737  USGS QUAD   -  BIG CREEK (1979)
 GY2737
 GY2737                         *CURRENT SURVEY CONTROL
 GY2737  ___________________________________________________________________
 GY2737* NAD 83(1986)-  37 10 18.     (N)    083 30 15.     (W)     SCALED    
 GY2737* NAVD 88     -       288.808  (meters)     947.53   (feet)  ADJUSTED  
 GY2737  ___________________________________________________________________
 GY2737  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GY2737  DYNAMIC HT  -         288.572 (meters)     946.76  (feet)  COMP
 GY2737  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 GY2737
 GY2737  VERT ORDER  -  SECOND    CLASS 0
 GY2737
 GY2737.The horizontal coordinates were scaled from a topographic map and have
 GY2737.an estimated accuracy of +/- 6 seconds.
 GY2737
 GY2737.The orthometric height was determined by differential leveling
 GY2737.and adjusted by the National Geodetic Survey in June 1991..
 GY2737
 GY2737.The geoid height was determined by GEOID03.
 GY2737
 GY2737.The dynamic height is computed by dividing the NAVD 88
 GY2737.geopotential number by the normal gravity value computed on the
 GY2737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2737.degrees latitude (g = 980.6199 gals.).
 GY2737
 GY2737.The modeled gravity was interpolated from observed gravity values.
 GY2737
 GY2737;                    North         East    Units  Estimated Accuracy
 GY2737;SPC KY1Z     - 1,095,440.    1,699,430.      MT  (+/- 180 meters Scaled)
 GY2737
 GY2737                          SUPERSEDED SURVEY CONTROL
 GY2737
 GY2737  NGVD 29 (??/??/92)  288.964  (m)          948.04   (f) ADJ UNCH    2 0
 GY2737
 GY2737.Superseded values are not recommended for survey control.
 GY2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2737.See file dsdata.txt to determine how the superseded data were derived.
 GY2737
 GY2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB776168(NAD 83)
 GY2737_MARKER: DB = BENCH MARK DISK
 GY2737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2737_STAMPING: M 188 1950
 GY2737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2737+STABILITY: SURFACE MOTION
 GY2737
 GY2737  HISTORY     - Date     Condition        Report By
 GY2737  HISTORY     - 1950     MONUMENTED       CGS
 GY2737  HISTORY     - 1957     MARK NOT FOUND   NGS
 GY2737
 GY2737                          STATION DESCRIPTION
 GY2737
 GY2737'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2737'4.4 MI NE FROM BIG CREEK.
 GY2737'ABOUT 3.25 MILES EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GY2737'AT BIG CREEK, THENCE ABOUT 1.15 MILES NORTH ALONG A ROAD LEADING
 GY2737'TO SIZEROCK, ABOUT 0.1 MILE NORTHWEST OF BOB FORK SCHOOL BUILDING,
 GY2737'AT THE JUNCTION OF A ROAD NORTH TO NEW BIG CREEK COAL MINE, 101
 GY2737'FEET WEST OF THE WEST END OF THE NORTH HEAD WALL OF A 6-FOOT
 GY2737'STONE CULVERT, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD, 38
 GY2737'FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 15 FEET EAST OF
 GY2737'THE CENTER LINE OF ROAD TO COAL MINE, ABOUT LEVEL WITH THE ROAD
 GY2737'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GY2737'NOTE-- WHEN THE ROAD WAS WIDENED AND BLACK-TOPPED, THE AREA WAS
 GY2737'FILLED AND THE GRADE OF THE ROAD WAS RAISED.  THE MARK IS
 GY2737'PROBABLY EITHER BURIED OR WAS PUSHED OUT.
 GY2737
 GY2737                          STATION RECOVERY (1957)
 GY2737
 GY2737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2678 ***********************************************************************
 GY2678  DESIGNATION -  M 189
 GY2678  PID         -  GY2678
 GY2678  STATE/COUNTY-  KY/CLAY
 GY2678  USGS QUAD   -  HIMA (1979)
 GY2678
 GY2678                         *CURRENT SURVEY CONTROL
 GY2678  ___________________________________________________________________
 GY2678* NAD 83(1986)-  37 03 43.     (N)    083 52 23.     (W)     SCALED    
 GY2678* NAVD 88     -       353.091  (meters)    1158.43   (feet)  ADJUSTED  
 GY2678  ___________________________________________________________________
 GY2678  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GY2678  DYNAMIC HT  -         352.807 (meters)    1157.50  (feet)  COMP
 GY2678  MODELED GRAV-     979,815.9   (mgal)                       NAVD 88
 GY2678
 GY2678  VERT ORDER  -  SECOND    CLASS 0
 GY2678
 GY2678.The horizontal coordinates were scaled from a topographic map and have
 GY2678.an estimated accuracy of +/- 6 seconds.
 GY2678
 GY2678.The orthometric height was determined by differential leveling
 GY2678.and adjusted by the National Geodetic Survey in June 1991..
 GY2678
 GY2678.The geoid height was determined by GEOID03.
 GY2678
 GY2678.The dynamic height is computed by dividing the NAVD 88
 GY2678.geopotential number by the normal gravity value computed on the
 GY2678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2678.degrees latitude (g = 980.6199 gals.).
 GY2678
 GY2678.The modeled gravity was interpolated from observed gravity values.
 GY2678
 GY2678;                    North         East    Units  Estimated Accuracy
 GY2678;SPC KY1Z     - 1,082,540.    1,666,920.      MT  (+/- 180 meters Scaled)
 GY2678
 GY2678                          SUPERSEDED SURVEY CONTROL
 GY2678
 GY2678  NGVD 29 (??/??/92)  353.246  (m)         1158.94   (f) ADJ UNCH    2 0
 GY2678
 GY2678.Superseded values are not recommended for survey control.
 GY2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2678.See file dsdata.txt to determine how the superseded data were derived.
 GY2678
 GY2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB445056(NAD 83)
 GY2678_MARKER: DB = BENCH MARK DISK
 GY2678_SETTING: 66 = SET IN ROCK OUTCROP
 GY2678_SP_SET: ROCK OUTCROP
 GY2678_STAMPING: M 189 1950
 GY2678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2678+STABILITY: POSITION/ELEVATION WELL
 GY2678
 GY2678  HISTORY     - Date     Condition        Report By
 GY2678  HISTORY     - 1950     MONUMENTED       CGS
 GY2678  HISTORY     - 1957     MARK NOT FOUND   NGS
 GY2678
 GY2678                          STATION DESCRIPTION
 GY2678
 GY2678'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2678'1.2 MI E FROM COTTONGIN.
 GY2678'ABOUT 1.25 MILES EAST ALONG A DIM TRAIL FROM THE POST OFFICE
 GY2678'AT BLACKWATER, ABOUT 0.4 MILE WEST OF THE T JUNCTION OF A
 GY2678'NORTH-SOUTH ROAD, ABOUT 750 FEET EAST OF THE CREST OF A RIDGE,
 GY2678'SET IN THE TOP OF AN OUTCROPPING SANDSTONE LEDGE, 123 FEET WEST
 GY2678'OF A POINT WHERE TWO SMALL WASHES FORK, 5 1/2 FEET NORTH OF
 GY2678'THE CENTER OF THE TRAIL, 3 FEET WEST OF A 12-INCH TRIANGLE
 GY2678'CHISELED IN LEDGE AND ABOUT 3 FEET ABOVE THE TRAIL.  NOTE-- THE
 GY2678'ROAD HAS BEEN ABANDONED AND HAS WASHED OUT AND GROWN OVER
 GY2678'UNTIL IT IS IMPASSIBLE.
 GY2678
 GY2678                          STATION RECOVERY (1957)
 GY2678
 GY2678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0458 ***********************************************************************
 GD0458  DESIGNATION -  M 19
 GD0458  PID         -  GD0458
 GD0458  STATE/COUNTY-  KY/MCCRACKEN
 GD0458  USGS QUAD   -  SYMSONIA (1982)
 GD0458
 GD0458                         *CURRENT SURVEY CONTROL
 GD0458  ___________________________________________________________________
 GD0458* NAD 83(1986)-  36 57 36.     (N)    088 30 50.     (W)     SCALED    
 GD0458* NAVD 88     -       102.621  (meters)     336.68   (feet)  ADJUSTED  
 GD0458  ___________________________________________________________________
 GD0458  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GD0458  DYNAMIC HT  -         102.544 (meters)     336.43  (feet)  COMP
 GD0458  MODELED GRAV-     979,879.6   (mgal)                       NAVD 88
 GD0458
 GD0458  VERT ORDER  -  FIRST     CLASS II
 GD0458
 GD0458.The horizontal coordinates were scaled from a topographic map and have
 GD0458.an estimated accuracy of +/- 6 seconds.
 GD0458
 GD0458.The orthometric height was determined by differential leveling
 GD0458.and adjusted by the National Geodetic Survey in June 1991..
 GD0458
 GD0458.The geoid height was determined by GEOID03.
 GD0458
 GD0458.The dynamic height is computed by dividing the NAVD 88
 GD0458.geopotential number by the normal gravity value computed on the
 GD0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0458.degrees latitude (g = 980.6199 gals.).
 GD0458
 GD0458.The modeled gravity was interpolated from observed gravity values.
 GD0458
 GD0458;                    North         East    Units  Estimated Accuracy
 GD0458;SPC KY1Z     - 1,073,200.    1,253,880.      MT  (+/- 180 meters Scaled)
 GD0458
 GD0458                          SUPERSEDED SURVEY CONTROL
 GD0458
 GD0458  NGVD 29 (??/??/??)  102.649  (m)          336.77   (f) ADJUSTED    1 2
 GD0458
 GD0458.Superseded values are not recommended for survey control.
 GD0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0458.See file dsdata.txt to determine how the superseded data were derived.
 GD0458
 GD0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF652915(NAD 83)
 GD0458_MARKER: DB = BENCH MARK DISK
 GD0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0458_STAMPING: M 19 1933
 GD0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0458+STABILITY: SURFACE MOTION
 GD0458
 GD0458  HISTORY     - Date     Condition        Report By
 GD0458  HISTORY     - 1933     MONUMENTED       CGS
 GD0458  HISTORY     - 1972     MARK NOT FOUND   NGS
 GD0458  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 GD0458
 GD0458                          STATION DESCRIPTION
 GD0458
 GD0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0458'9.6 MI SE FROM PADUCAH.
 GD0458'9.6 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GD0458'RAILWAY FROM UNION STATION AT PADUCAH, MC CRACKEN COUNTY, ABOUT
 GD0458'2 MILES SOUTHEAST OF OAKS, 3 RAILS SOUTHEAST OF MILEPOST 11, 45
 GD0458'FEET NORTH OF A ROAD CROSSING, AND 40 FEET SOUTHWEST OF THE
 GD0458'TRACK.  A STANDARD DISK, STAMPED M 19 1933 AND SET IN THE
 GD0458'TOP OF A CONCRETE POST.  NOTE-- DESCRIPTION DOES NOT FIT
 GD0458'PRESENT CROSSING AND CHECK WITH MILE POST.  ALSO SOME
 GD0458'GRADING HAS BEEN DONE NEAR GRADE CROSSING.
 GD0458
 GD0458                          STATION RECOVERY (1972)
 GD0458
 GD0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0458'MARK NOT FOUND.
 GD0458
 GD0458                          STATION RECOVERY (2003)
 GD0458
 GD0458'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 GD0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2701 ***********************************************************************
 GY2701  DESIGNATION -  M 190
 GY2701  PID         -  GY2701
 GY2701  STATE/COUNTY-  KY/CLAY
 GY2701  USGS QUAD   -  OGLE (1979)
 GY2701
 GY2701                         *CURRENT SURVEY CONTROL
 GY2701  ___________________________________________________________________
 GY2701* NAD 83(1986)-  37 03 13.     (N)    083 40 33.     (W)     SCALED    
 GY2701* NAVD 88     -       276.223  (meters)     906.24   (feet)  ADJUSTED  
 GY2701  ___________________________________________________________________
 GY2701  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GY2701  DYNAMIC HT  -         276.000 (meters)     905.51  (feet)  COMP
 GY2701  MODELED GRAV-     979,815.6   (mgal)                       NAVD 88
 GY2701
 GY2701  VERT ORDER  -  SECOND    CLASS 0
 GY2701
 GY2701.The horizontal coordinates were scaled from a topographic map and have
 GY2701.an estimated accuracy of +/- 6 seconds.
 GY2701
 GY2701.The orthometric height was determined by differential leveling
 GY2701.and adjusted by the National Geodetic Survey in June 1991..
 GY2701
 GY2701.The geoid height was determined by GEOID03.
 GY2701
 GY2701.The dynamic height is computed by dividing the NAVD 88
 GY2701.geopotential number by the normal gravity value computed on the
 GY2701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2701.degrees latitude (g = 980.6199 gals.).
 GY2701
 GY2701.The modeled gravity was interpolated from observed gravity values.
 GY2701
 GY2701;                    North         East    Units  Estimated Accuracy
 GY2701;SPC KY1Z     - 1,081,990.    1,684,480.      MT  (+/- 180 meters Scaled)
 GY2701
 GY2701                          SUPERSEDED SURVEY CONTROL
 GY2701
 GY2701  NGVD 29 (??/??/92)  276.381  (m)          906.76   (f) ADJ UNCH    2 0
 GY2701
 GY2701.Superseded values are not recommended for survey control.
 GY2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2701.See file dsdata.txt to determine how the superseded data were derived.
 GY2701
 GY2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB620041(NAD 83)
 GY2701_MARKER: DB = BENCH MARK DISK
 GY2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2701_STAMPING: M 190 1950
 GY2701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2701+STABILITY: SURFACE MOTION
 GY2701
 GY2701  HISTORY     - Date     Condition        Report By
 GY2701  HISTORY     - 1950     MONUMENTED       CGS
 GY2701  HISTORY     - 1957     POOR             NGS
 GY2701  HISTORY     - 20020329 POOR             KYDT
 GY2701
 GY2701                          STATION DESCRIPTION
 GY2701
 GY2701'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2701'3.2 MI SE FROM GOOSEROCK.
 GY2701'ABOUT 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE POST
 GY2701'OFFICE AT GOOSEROCK, THENCE ABOUT 2.85 MILES SOUTHEAST ALONG
 GY2701'A GRAVEL ROAD, AT THE JUNCTION OF A ROAD SOUTH, 106 FEET WEST OF
 GY2701'THE CENTER LINE OF ROAD SOUTH, 21 1/2 FEET SOUTH OF CENTER LINE OF
 GY2701'ROAD, 65 1/2 FEET NORTHWEST OF NORTHWEST CORNER OF STONE CHIMNEY
 GY2701'OF HOUSE OCCUPIED BY ELMER SMITH, 2 1/2 FEET SOUTH OF A POWER
 GY2701'POLE WITH A TRANSFORMER, ABOUT 3 FEET BELOW LEVEL OF ROAD AND SET
 GY2701'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GY2701
 GY2701                          STATION RECOVERY (1957)
 GY2701
 GY2701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2701'MARK RECOVERED IN POOR CONDITION.
 GY2701
 GY2701                          STATION RECOVERY (2002)
 GY2701
 GY2701'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2701'THE SOUTH SIDE OF CONCRETE POST IS BADLY CHIPPED, MARK SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0305 ***********************************************************************
 GB0305  DESIGNATION -  M 191
 GB0305  PID         -  GB0305
 GB0305  STATE/COUNTY-  KY/WHITLEY
 GB0305  USGS QUAD   -  WOFFORD (1982)
 GB0305
 GB0305                         *CURRENT SURVEY CONTROL
 GB0305  ___________________________________________________________________
 GB0305* NAD 83(1986)-  36 49 57.     (N)    084 13 04.     (W)     SCALED    
 GB0305* NAVD 88     -       330.093  (meters)    1082.98   (feet)  ADJUSTED  
 GB0305  ___________________________________________________________________
 GB0305  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GB0305  DYNAMIC HT  -         329.825 (meters)    1082.10  (feet)  COMP
 GB0305  MODELED GRAV-     979,811.8   (mgal)                       NAVD 88
 GB0305
 GB0305  VERT ORDER  -  SECOND    CLASS 0
 GB0305
 GB0305.The horizontal coordinates were scaled from a topographic map and have
 GB0305.an estimated accuracy of +/- 6 seconds.
 GB0305
 GB0305.The orthometric height was determined by differential leveling
 GB0305.and adjusted by the National Geodetic Survey in June 1991..
 GB0305
 GB0305.The geoid height was determined by GEOID03.
 GB0305
 GB0305.The dynamic height is computed by dividing the NAVD 88
 GB0305.geopotential number by the normal gravity value computed on the
 GB0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0305.degrees latitude (g = 980.6199 gals.).
 GB0305
 GB0305.The modeled gravity was interpolated from observed gravity values.
 GB0305
 GB0305;                    North         East    Units  Estimated Accuracy
 GB0305;SPC KY1Z     - 1,056,520.    1,636,690.      MT  (+/- 180 meters Scaled)
 GB0305
 GB0305                          SUPERSEDED SURVEY CONTROL
 GB0305
 GB0305  NGVD 29 (??/??/92)  330.246  (m)         1083.48   (f) ADJ UNCH    2 0
 GB0305
 GB0305.Superseded values are not recommended for survey control.
 GB0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0305.See file dsdata.txt to determine how the superseded data were derived.
 GB0305
 GB0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF481799(NAD 83)
 GB0305_MARKER: DB = BENCH MARK DISK
 GB0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0305_SP_SET: CULVERT
 GB0305_STAMPING: M 191 1950 1083.482
 GB0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0305
 GB0305  HISTORY     - Date     Condition        Report By
 GB0305  HISTORY     - 1950     MONUMENTED       CGS
 GB0305  HISTORY     - 1957     POOR             NGS
 GB0305  HISTORY     - 20060109 POOR             KYTC
 GB0305
 GB0305                          STATION DESCRIPTION
 GB0305
 GB0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0305'3.8 MI NW FROM GOLD BUG.
 GB0305'ABOUT 3.85 MILES NORTHWEST ALONG U.S. HIGHWAY 25W FROM THE POST
 GB0305'OFFICE AT GOLD BUG, ABOUT 1.4 MILES NORTHWEST OF POST OFFICE
 GB0305'AND CROSSROADS AT CLIO, AT A GRAVEL CROSSROAD, SET IN THE TOP
 GB0305'OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 5-FOOT
 GB0305'CONCRETE BOX CULVERT, 21 FEET NORTHEAST OF THE CENTER LINE OF
 GB0305'THE HIGHWAY, 76 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVEL
 GB0305'ROAD AND ABOUT 3 FEET BELOW THE HIGHWAY.
 GB0305
 GB0305                          STATION RECOVERY (1957)
 GB0305
 GB0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0305'MARK RECOVERED IN POOR CONDITION.
 GB0305
 GB0305                          STATION RECOVERY (2006)
 GB0305
 GB0305'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0305'MUTILATED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0262 ***********************************************************************
 GB0262  DESIGNATION -  M 192
 GB0262  PID         -  GB0262
 GB0262  STATE/COUNTY-  KY/MCCREARY
 GB0262  USGS QUAD   -  HOLLYHILL (1982)
 GB0262
 GB0262                         *CURRENT SURVEY CONTROL
 GB0262  ___________________________________________________________________
 GB0262* NAD 83(1986)-  36 43 27.     (N)    084 20 45.     (W)     SCALED    
 GB0262* NAVD 88     -       402.048  (meters)    1319.05   (feet)  ADJUSTED  
 GB0262  ___________________________________________________________________
 GB0262  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GB0262  DYNAMIC HT  -         401.731 (meters)    1318.01  (feet)  COMP
 GB0262  MODELED GRAV-     979,829.7   (mgal)                       NAVD 88
 GB0262
 GB0262  VERT ORDER  -  SECOND    CLASS 0
 GB0262
 GB0262.The horizontal coordinates were scaled from a topographic map and have
 GB0262.an estimated accuracy of +/- 6 seconds.
 GB0262
 GB0262.The orthometric height was determined by differential leveling
 GB0262.and adjusted by the National Geodetic Survey in June 1991..
 GB0262
 GB0262.The geoid height was determined by GEOID03.
 GB0262
 GB0262.The dynamic height is computed by dividing the NAVD 88
 GB0262.geopotential number by the normal gravity value computed on the
 GB0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0262.degrees latitude (g = 980.6199 gals.).
 GB0262
 GB0262.The modeled gravity was interpolated from observed gravity values.
 GB0262
 GB0262;                    North         East    Units  Estimated Accuracy
 GB0262;SPC KY1Z     - 1,044,320.    1,625,450.      MT  (+/- 180 meters Scaled)
 GB0262
 GB0262                          SUPERSEDED SURVEY CONTROL
 GB0262
 GB0262  NGVD 29 (??/??/92)  402.200  (m)         1319.55   (f) ADJ UNCH    2 0
 GB0262
 GB0262.Superseded values are not recommended for survey control.
 GB0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0262.See file dsdata.txt to determine how the superseded data were derived.
 GB0262
 GB0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF370675(NAD 83)
 GB0262_MARKER: DB = BENCH MARK DISK
 GB0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0262_STAMPING: M 192 1950 1319.551
 GB0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0262+STABILITY: SURFACE MOTION
 GB0262
 GB0262  HISTORY     - Date     Condition        Report By
 GB0262  HISTORY     - 1950     MONUMENTED       CGS
 GB0262  HISTORY     - 1957     GOOD             NGS
 GB0262  HISTORY     - 19960620 MARK NOT FOUND   KYDT
 GB0262
 GB0262                          STATION DESCRIPTION
 GB0262
 GB0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0262'9.5 MI E FROM WHITLEY CITY.
 GB0262'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE COURT HOUSE AT
 GB0262'WHITLEY CITY, THENCE ABOUT 9.3 MILES EAST ALONG A BLACK TOP AND GRAVEL
 GB0262'ROAD, ABOUT 0.9 MILE EAST OF AN 85-FOOT STEEL BRIDGE OVER A CREEK,
 GB0262'SET AT THE JUNCTION OF A DIRT ROAD NORTH AND AT THE OUTSIDE OF A
 GB0262'CURVE IN THE GRAVEL ROAD WITH TANGENTS EXTENDING SOUTHWEST AND EAST,
 GB0262'40 FEET NORTH OF THE CENTER LINE OF THE EAST TANGENT OF THE GRAVEL
 GB0262'ROAD, 26 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD NORTH,
 GB0262'ABOUT IN LINE WITH THE EXTENDED CENTER LINE OF SOUTHWEST TANGENT,
 GB0262'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 GB0262'THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB0262'2 INCHES.
 GB0262
 GB0262                          STATION RECOVERY (1957)
 GB0262
 GB0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0262'RECOVERED IN GOOD CONDITION.
 GB0262
 GB0262                          STATION RECOVERY (1996)
 GB0262
 GB0262'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0282 ***********************************************************************
 GB0282  DESIGNATION -  M 193
 GB0282  PID         -  GB0282
 GB0282  STATE/COUNTY-  KY/MCCREARY
 GB0282  USGS QUAD   -  HOLLYHILL (1982)
 GB0282
 GB0282                         *CURRENT SURVEY CONTROL
 GB0282  ___________________________________________________________________
 GB0282* NAD 83(1986)-  36 41 47.     (N)    084 19 06.     (W)     SCALED    
 GB0282* NAVD 88     -       372.679  (meters)    1222.70   (feet)  ADJUSTED  
 GB0282  ___________________________________________________________________
 GB0282  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GB0282  DYNAMIC HT  -         372.380 (meters)    1221.72  (feet)  COMP
 GB0282  MODELED GRAV-     979,815.8   (mgal)                       NAVD 88
 GB0282
 GB0282  VERT ORDER  -  SECOND    CLASS 0
 GB0282
 GB0282.The horizontal coordinates were scaled from a topographic map and have
 GB0282.an estimated accuracy of +/- 6 seconds.
 GB0282
 GB0282.The orthometric height was determined by differential leveling
 GB0282.and adjusted by the National Geodetic Survey in June 1991..
 GB0282
 GB0282.The geoid height was determined by GEOID03.
 GB0282
 GB0282.The dynamic height is computed by dividing the NAVD 88
 GB0282.geopotential number by the normal gravity value computed on the
 GB0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0282.degrees latitude (g = 980.6199 gals.).
 GB0282
 GB0282.The modeled gravity was interpolated from observed gravity values.
 GB0282
 GB0282;                    North         East    Units  Estimated Accuracy
 GB0282;SPC KY1Z     - 1,041,280.    1,627,950.      MT  (+/- 180 meters Scaled)
 GB0282
 GB0282                          SUPERSEDED SURVEY CONTROL
 GB0282
 GB0282  NGVD 29 (??/??/92)  372.828  (m)         1223.19   (f) ADJ UNCH    2 0
 GB0282
 GB0282.Superseded values are not recommended for survey control.
 GB0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0282.See file dsdata.txt to determine how the superseded data were derived.
 GB0282
 GB0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF395645(NAD 83)
 GB0282_MARKER: DB = BENCH MARK DISK
 GB0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0282_STAMPING: M 193 1951 1223.187
 GB0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0282+STABILITY: SURFACE MOTION
 GB0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0282+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 GB0282
 GB0282  HISTORY     - Date     Condition        Report By
 GB0282  HISTORY     - 1951     MONUMENTED       CGS
 GB0282  HISTORY     - 1957     GOOD             NGS
 GB0282  HISTORY     - 19960620 GOOD             KYDT
 GB0282
 GB0282                          STATION DESCRIPTION
 GB0282
 GB0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0282'13.3 MI W FROM WILLIAMSBURG.
 GB0282'ABOUT 10.9 MILES SOUTHWEST ALONG STATE HIGHWAY 92 FROM THE
 GB0282'LOUISVILLE AND NASHVILLE RAILROAD STATION AT WILLIAMSBURG, THENCE
 GB0282'ABOUT 2.4 MILES NORTHWEST ALONG A GRAVEL ROAD, SET AT A FENCE
 GB0282'CORNER NEAR THE NORTH END OF A CURVE WITH TANGENTS EXTENDING
 GB0282'NORTH AND EAST, AT THE JUNCTION OF A DIM DRIVE WEST TO A SMALL
 GB0282'UNPAINTED HOUSE, 23 FEET WEST OF THE CENTER LINE OF THE ROAD,
 GB0282'22 FEET SOUTH OF THE CENTER LINE OF DRIVE, 2 FEET SOUTHEAST OF THE
 GB0282'FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, 1 FOOT ABOVE THE
 GB0282'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB0282
 GB0282                          STATION RECOVERY (1957)
 GB0282
 GB0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0282'RECOVERED IN GOOD CONDITION.
 GB0282
 GB0282                          STATION RECOVERY (1996)
 GB0282
 GB0282'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0282'GRAVEL ROAD IS KY 1673 AND BLACKTOP, 13 FEET SOUTHEAST OF FENCE
 GB0282'CORNER, 4 FEET WEST OF FENCE LINE, 0.5 FOOT BELOW ROAD, PROJECTING 3
 GB0282'INCHES. THERE IS A SMALL SAW MILL ON NORTH SIDE OF DRIVE TO HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0227 ***********************************************************************
 GB0227  DESIGNATION -  M 194
 GB0227  PID         -  GB0227
 GB0227  STATE/COUNTY-  KY/WHITLEY
 GB0227  USGS QUAD   -  ROCKHOLDS (1981)
 GB0227
 GB0227                         *CURRENT SURVEY CONTROL
 GB0227  ___________________________________________________________________
 GB0227* NAD 83(1986)-  36 47 27.     (N)    084 00 12.     (W)     SCALED    
 GB0227* NAVD 88     -       304.678  (meters)     999.60   (feet)  ADJUSTED  
 GB0227  ___________________________________________________________________
 GB0227  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0227  DYNAMIC HT  -         304.423 (meters)     998.76  (feet)  COMP
 GB0227  MODELED GRAV-     979,786.2   (mgal)                       NAVD 88
 GB0227
 GB0227  VERT ORDER  -  SECOND    CLASS 0
 GB0227
 GB0227.The horizontal coordinates were scaled from a topographic map and have
 GB0227.an estimated accuracy of +/- 6 seconds.
 GB0227
 GB0227.The orthometric height was determined by differential leveling
 GB0227.and adjusted by the National Geodetic Survey in June 1991..
 GB0227
 GB0227.The geoid height was determined by GEOID03.
 GB0227
 GB0227.The dynamic height is computed by dividing the NAVD 88
 GB0227.geopotential number by the normal gravity value computed on the
 GB0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0227.degrees latitude (g = 980.6199 gals.).
 GB0227
 GB0227.The modeled gravity was interpolated from observed gravity values.
 GB0227
 GB0227;                    North         East    Units  Estimated Accuracy
 GB0227;SPC KY1Z     - 1,052,240.    1,655,900.      MT  (+/- 180 meters Scaled)
 GB0227
 GB0227                          SUPERSEDED SURVEY CONTROL
 GB0227
 GB0227  NGVD 29 (??/??/92)  304.831  (m)         1000.10   (f) ADJ UNCH    2 0
 GB0227
 GB0227.Superseded values are not recommended for survey control.
 GB0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0227.See file dsdata.txt to determine how the superseded data were derived.
 GB0227
 GB0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF673758(NAD 83)
 GB0227_MARKER: DB = BENCH MARK DISK
 GB0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0227_SP_SET: CULVERT
 GB0227_STAMPING: M 194 1951 1000.100
 GB0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0227
 GB0227  HISTORY     - Date     Condition        Report By
 GB0227  HISTORY     - 1951     MONUMENTED       CGS
 GB0227  HISTORY     - 1957     GOOD             NGS
 GB0227
 GB0227                          STATION DESCRIPTION
 GB0227
 GB0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0227'3.4 MI NW FROM GAUSDALE.
 GB0227'ABOUT 3.4 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST
 GB0227'OFFICE AT GAUSDALE, ABOUT 1.0 MILE SOUTHEAST OF A 25-FOOT CONCRETE
 GB0227'BRIDGE OVER A SMALL CREEK, ON THE OUTSIDE AND NEAR THE WEST END
 GB0227'OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST, AT THE
 GB0227'JUNCTION OF A PRIVATE ROAD NORTH, SET IN THE TOP OF THE WEST END OF
 GB0227'THE NORTH HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT, 14 FEET
 GB0227'NORTH OF THE CENTER LINE OF THE ROAD, 45 FEET WEST OF THE CENTER
 GB0227'LINE OF PRIVATE ROAD NORTH AND ABOUT 2 FEET BELOW THE ROAD.
 GB0227
 GB0227                          STATION RECOVERY (1957)
 GB0227
 GB0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0185 ***********************************************************************
 GB0185  DESIGNATION -  M 195
 GB0185  PID         -  GB0185
 GB0185  STATE/COUNTY-  KY/MCCREARY
 GB0185  USGS QUAD   -  HOLLYHILL (1982)
 GB0185
 GB0185                         *CURRENT SURVEY CONTROL
 GB0185  ___________________________________________________________________
 GB0185* NAD 83(1986)-  36 37 39.     (N)    084 21 56.     (W)     SCALED    
 GB0185* NAVD 88     -       335.962  (meters)    1102.24   (feet)  ADJUSTED  
 GB0185  ___________________________________________________________________
 GB0185  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GB0185  DYNAMIC HT  -         335.686 (meters)    1101.33  (feet)  COMP
 GB0185  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 GB0185
 GB0185  VERT ORDER  -  SECOND    CLASS 0
 GB0185
 GB0185.The horizontal coordinates were scaled from a topographic map and have
 GB0185.an estimated accuracy of +/- 6 seconds.
 GB0185
 GB0185.The orthometric height was determined by differential leveling
 GB0185.and adjusted by the National Geodetic Survey in June 1991..
 GB0185
 GB0185.The geoid height was determined by GEOID03.
 GB0185
 GB0185.The dynamic height is computed by dividing the NAVD 88
 GB0185.geopotential number by the normal gravity value computed on the
 GB0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0185.degrees latitude (g = 980.6199 gals.).
 GB0185
 GB0185.The modeled gravity was interpolated from observed gravity values.
 GB0185
 GB0185;                    North         East    Units  Estimated Accuracy
 GB0185;SPC KY1Z     - 1,033,570.    1,623,840.      MT  (+/- 180 meters Scaled)
 GB0185
 GB0185                          SUPERSEDED SURVEY CONTROL
 GB0185
 GB0185  NGVD 29 (??/??/92)  336.103  (m)         1102.70   (f) ADJ UNCH    2 0
 GB0185
 GB0185.Superseded values are not recommended for survey control.
 GB0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0185.See file dsdata.txt to determine how the superseded data were derived.
 GB0185
 GB0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF355567(NAD 83)
 GB0185_MARKER: DB = BENCH MARK DISK
 GB0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0185_STAMPING: M 195 1951 1102.698
 GB0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0185+STABILITY: SURFACE MOTION
 GB0185
 GB0185  HISTORY     - Date     Condition        Report By
 GB0185  HISTORY     - 1951     MONUMENTED       CGS
 GB0185  HISTORY     - 1957     GOOD             NGS
 GB0185  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0185  HISTORY     - 19960620 MARK NOT FOUND   KYDT
 GB0185
 GB0185                          STATION DESCRIPTION
 GB0185
 GB0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0185'0.4 MI N FROM CREEKMORE.
 GB0185'ABOUT 0.4 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GB0185'CREEKMORE, ABOUT 0.5 MILE NORTH OF SCHOOL AT CREEKMORE, AT THE
 GB0185'JUNCTION OF A DRIVE EAST TO A HOUSE WITH IMITATION BRICK SIDING,
 GB0185'39 FEET EAST OF THE CENTER LINE OF THE ROAD, 52 FEET NORTH OF THE
 GB0185'CENTER LINE OF THE DRIVE, 62 1/2 FEET NORTHWEST OF THE NORTHWEST
 GB0185'CORNER OF THE HOUSE, 35 FEET NORTHEAST OF THE EAST END OF A
 GB0185'36-INCH PIPE CULVERT WITH CONCRETE HEAD WALLS, 2 FEET SOUTH OF
 GB0185'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET
 GB0185'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB0185'NOTE-- EROSION HAS COVERED THE MARK.
 GB0185
 GB0185                          STATION RECOVERY (1957)
 GB0185
 GB0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0185'RECOVERED IN GOOD CONDITION.
 GB0185
 GB0185                          STATION RECOVERY (1977)
 GB0185
 GB0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0185'MARK NOT FOUND.
 GB0185
 GB0185                          STATION RECOVERY (1996)
 GB0185
 GB0185'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0185'HOUSE NO LONGER AT LOCATION, AREA OVERGROWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0524 ***********************************************************************
 GZ0524  DESIGNATION -  M 196
 GZ0524  PID         -  GZ0524
 GZ0524  STATE/COUNTY-  KY/PULASKI
 GZ0524  USGS QUAD   -  DYKES (1979)
 GZ0524
 GZ0524                         *CURRENT SURVEY CONTROL
 GZ0524  ___________________________________________________________________
 GZ0524* NAD 83(1986)-  37 04 11.     (N)    084 26 11.     (W)     SCALED    
 GZ0524* NAVD 88     -       254.306  (meters)     834.34   (feet)  ADJUSTED  
 GZ0524  ___________________________________________________________________
 GZ0524  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GZ0524  DYNAMIC HT  -         254.113 (meters)     833.70  (feet)  COMP
 GZ0524  MODELED GRAV-     979,865.3   (mgal)                       NAVD 88
 GZ0524
 GZ0524  VERT ORDER  -  SECOND    CLASS 0
 GZ0524
 GZ0524.The horizontal coordinates were scaled from a topographic map and have
 GZ0524.an estimated accuracy of +/- 6 seconds.
 GZ0524
 GZ0524.The orthometric height was determined by differential leveling
 GZ0524.and adjusted by the National Geodetic Survey in June 1991..
 GZ0524
 GZ0524.The geoid height was determined by GEOID03.
 GZ0524
 GZ0524.The dynamic height is computed by dividing the NAVD 88
 GZ0524.geopotential number by the normal gravity value computed on the
 GZ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0524.degrees latitude (g = 980.6199 gals.).
 GZ0524
 GZ0524.The modeled gravity was interpolated from observed gravity values.
 GZ0524
 GZ0524;                    North         East    Units  Estimated Accuracy
 GZ0524;SPC KY1Z     - 1,082,550.    1,616,820.      MT  (+/- 180 meters Scaled)
 GZ0524
 GZ0524                          SUPERSEDED SURVEY CONTROL
 GZ0524
 GZ0524  NGVD 29 (??/??/92)  254.476  (m)          834.89   (f) ADJ UNCH    2 0
 GZ0524
 GZ0524.Superseded values are not recommended for survey control.
 GZ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0524.See file dsdata.txt to determine how the superseded data were derived.
 GZ0524
 GZ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG279056(NAD 83)
 GZ0524_MARKER: DB = BENCH MARK DISK
 GZ0524_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0524_SP_SET: ROCK CUT
 GZ0524_STAMPING: M 196 1950 834.893
 GZ0524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0524+STABILITY: POSITION/ELEVATION WELL
 GZ0524
 GZ0524  HISTORY     - Date     Condition        Report By
 GZ0524  HISTORY     - 1950     MONUMENTED       CGS
 GZ0524  HISTORY     - 1958     GOOD             NGS
 GZ0524
 GZ0524                          STATION DESCRIPTION
 GZ0524
 GZ0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0524'5 MI NW FROM MT VICTORY.
 GZ0524'ABOUT 4.95 MILES NORTHWEST ALONG STATE HIGHWAY 192 FROM THE
 GZ0524'POST OFFICE AND SCHOOL AT MT. VICTORY, ABOUT 0.1 MILE NORTH OF
 GZ0524'THE POST OFFICE AT DYKES, ABOUT 0.85 MILE NORTHWEST OF A BRIDGE
 GZ0524'OVER BUCK CREEK, SET NEAR THE NORTH END OF A LOW ROCK BENCH
 GZ0524'CUT, IN THE BOTTOM LAYER OF ROCK IN CUT, 15 FEET WEST OF THE
 GZ0524'CENTER LINE OF HIGHWAY, 11 FEET SOUTHEAST OF A CONCRETE POST
 GZ0524'WITH THE FOLLOWING CAST IN POST 3 X 50 BEG SP 100 - 115 - 2, 8
 GZ0524'FEET SOUTH OF THE NORTH END OF ROCK CUT AND ABOUT 2 FEET ABOVE
 GZ0524'THE HIGHWAY.
 GZ0524
 GZ0524                          STATION RECOVERY (1958)
 GZ0524
 GZ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0452 ***********************************************************************
 GZ0452  DESIGNATION -  M 197
 GZ0452  PID         -  GZ0452
 GZ0452  STATE/COUNTY-  KY/PULASKI
 GZ0452  USGS QUAD   -  DYKES (1979)
 GZ0452
 GZ0452                         *CURRENT SURVEY CONTROL
 GZ0452  ___________________________________________________________________
 GZ0452* NAD 83(1986)-  37 00 48.     (N)    084 23 27.     (W)     SCALED    
 GZ0452* NAVD 88     -       372.587  (meters)    1222.40   (feet)  ADJUSTED  
 GZ0452  ___________________________________________________________________
 GZ0452  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GZ0452  DYNAMIC HT  -         372.301 (meters)    1221.46  (feet)  COMP
 GZ0452  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 GZ0452
 GZ0452  VERT ORDER  -  SECOND    CLASS 0
 GZ0452
 GZ0452.The horizontal coordinates were scaled from a topographic map and have
 GZ0452.an estimated accuracy of +/- 6 seconds.
 GZ0452
 GZ0452.The orthometric height was determined by differential leveling
 GZ0452.and adjusted by the National Geodetic Survey in June 1991..
 GZ0452
 GZ0452.The geoid height was determined by GEOID03.
 GZ0452
 GZ0452.The dynamic height is computed by dividing the NAVD 88
 GZ0452.geopotential number by the normal gravity value computed on the
 GZ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0452.degrees latitude (g = 980.6199 gals.).
 GZ0452
 GZ0452.The modeled gravity was interpolated from observed gravity values.
 GZ0452
 GZ0452;                    North         East    Units  Estimated Accuracy
 GZ0452;SPC KY1Z     - 1,076,350.    1,620,960.      MT  (+/- 180 meters Scaled)
 GZ0452
 GZ0452                          SUPERSEDED SURVEY CONTROL
 GZ0452
 GZ0452  NGVD 29 (??/??/92)  372.753  (m)         1222.94   (f) ADJ UNCH    2 0
 GZ0452
 GZ0452.Superseded values are not recommended for survey control.
 GZ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0452.See file dsdata.txt to determine how the superseded data were derived.
 GZ0452
 GZ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF321995(NAD 83)
 GZ0452_MARKER: DB = BENCH MARK DISK
 GZ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0452_STAMPING: M 197 1950 1222.940
 GZ0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0452+STABILITY: SURFACE MOTION
 GZ0452
 GZ0452  HISTORY     - Date     Condition        Report By
 GZ0452  HISTORY     - 1950     MONUMENTED       CGS
 GZ0452  HISTORY     - 1958     GOOD             NGS
 GZ0452
 GZ0452                          STATION DESCRIPTION
 GZ0452
 GZ0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0452'1.4 MI SE FROM MT VICTORY.
 GZ0452'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 192 FROM THE POST OFFICE
 GZ0452'AND SCHOOL AT MT. VICTORY, THENCE ABOUT 1.1 MILES SOUTHEAST ALONG
 GZ0452'A CROOKED DIRT ROAD, ABOUT 0.1 MILE NORTHWEST OF A ROAD FORK, ABOUT
 GZ0452'0.35 MILE SOUTH OF THE JUNCTION OF A ROAD WEST, AT THE JUNCTION
 GZ0452'OF A ROAD WEST AND CROSSING OF A POWER LINE, 30 FEET SOUTHWEST OF
 GZ0452'THE CENTER LINE OF THE ROAD, 27 FEET SOUTH OF THE CENTER LINE OF THE
 GZ0452'ROAD WEST, 43 FEET SOUTH OF THE CENTER OF ROAD DIRECTLY UNDER
 GZ0452'POWER LINE, 7 FEET SOUTHEAST OF A 16-INCH OAK TREE, 1 FOOT ABOVE
 GZ0452'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GZ0452'INCHES.
 GZ0452
 GZ0452                          STATION RECOVERY (1958)
 GZ0452
 GZ0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0408 ***********************************************************************
 GB0408  DESIGNATION -  M 198
 GB0408  PID         -  GB0408
 GB0408  STATE/COUNTY-  KY/PULASKI
 GB0408  USGS QUAD   -  HAIL (1982)
 GB0408
 GB0408                         *CURRENT SURVEY CONTROL
 GB0408  ___________________________________________________________________
 GB0408* NAD 83(1986)-  36 59 30.     (N)    084 24 31.     (W)     SCALED    
 GB0408* NAVD 88     -       362.639  (meters)    1189.76   (feet)  ADJUSTED  
 GB0408  ___________________________________________________________________
 GB0408  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GB0408  DYNAMIC HT  -         362.361 (meters)    1188.85  (feet)  COMP
 GB0408  MODELED GRAV-     979,852.6   (mgal)                       NAVD 88
 GB0408
 GB0408  VERT ORDER  -  SECOND    CLASS 0
 GB0408
 GB0408.The horizontal coordinates were scaled from a topographic map and have
 GB0408.an estimated accuracy of +/- 6 seconds.
 GB0408
 GB0408.The orthometric height was determined by differential leveling
 GB0408.and adjusted by the National Geodetic Survey in June 1991..
 GB0408
 GB0408.The geoid height was determined by GEOID03.
 GB0408
 GB0408.The dynamic height is computed by dividing the NAVD 88
 GB0408.geopotential number by the normal gravity value computed on the
 GB0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0408.degrees latitude (g = 980.6199 gals.).
 GB0408
 GB0408.The modeled gravity was interpolated from observed gravity values.
 GB0408
 GB0408;                    North         East    Units  Estimated Accuracy
 GB0408;SPC KY1Z     - 1,073,920.    1,619,410.      MT  (+/- 180 meters Scaled)
 GB0408
 GB0408                          SUPERSEDED SURVEY CONTROL
 GB0408
 GB0408  NGVD 29 (??/??/92)  362.807  (m)         1190.31   (f) ADJ UNCH    2 0
 GB0408
 GB0408.Superseded values are not recommended for survey control.
 GB0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0408.See file dsdata.txt to determine how the superseded data were derived.
 GB0408
 GB0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF306970(NAD 83)
 GB0408_MARKER: DB = BENCH MARK DISK
 GB0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0408_STAMPING: M 198 1950 1190.309
 GB0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0408+STABILITY: SURFACE MOTION
 GB0408
 GB0408  HISTORY     - Date     Condition        Report By
 GB0408  HISTORY     - 1950     MONUMENTED       CGS
 GB0408  HISTORY     - 1958     GOOD             NGS
 GB0408
 GB0408                          STATION DESCRIPTION
 GB0408
 GB0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB0408'4.2 MI SE FROM MT VICTORY.
 GB0408'0.25 MILE EAST ALONG STATE HIGHWAY 192 FROM THE SCHOOL AND POST
 GB0408'OFFICE AT MT. VICTORY, THENCE 2.8 MILES SOUTHEAST ALONG A NARROW
 GB0408'GRAVEL ROAD TO JUNCTION WITH FOREST SERVICE ROAD 122 A SOUTHEAST,
 GB0408'THENCE 1.1 MILES SOUTHWEST ALONG GRAVEL ROAD, AT THE JUNCTION
 GB0408'OF ROADS SOUTHEAST AND SOUTHWEST, ABOUT 0.45 MILE SOUTHWEST OF
 GB0408'THE JUNCTION OF FOREST ROAD 122 B, 27 FEET NORTH OF THE CENTER
 GB0408'OF THE JUNCTION, 24 FEET NORTHWEST OF THE CENTER LINE OF THE
 GB0408'ROAD SOUTHWEST, 13 FEET NORTH OF A 10-INCH OAK WITH SLASH BLAZE,
 GB0408'ABOUT 2 FEET ABOVE THE LEVEL OF ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0479 ***********************************************************************
 GZ0479  DESIGNATION -  M 199
 GZ0479  PID         -  GZ0479
 GZ0479  STATE/COUNTY-  KY/LAUREL
 GZ0479  USGS QUAD   -  BERNSTADT (1969)
 GZ0479
 GZ0479                         *CURRENT SURVEY CONTROL
 GZ0479  ___________________________________________________________________
 GZ0479* NAD 83(1986)-  37 08 26.     (N)    084 13 14.     (W)     SCALED    
 GZ0479* NAVD 88     -       390.207  (meters)    1280.20   (feet)  ADJUSTED  
 GZ0479  ___________________________________________________________________
 GZ0479  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GZ0479  DYNAMIC HT  -         389.907 (meters)    1279.22  (feet)  COMP
 GZ0479  MODELED GRAV-     979,849.3   (mgal)                       NAVD 88
 GZ0479
 GZ0479  VERT ORDER  -  SECOND    CLASS 0
 GZ0479
 GZ0479.The horizontal coordinates were scaled from a topographic map and have
 GZ0479.an estimated accuracy of +/- 6 seconds.
 GZ0479
 GZ0479.The orthometric height was determined by differential leveling
 GZ0479.and adjusted by the National Geodetic Survey in June 1991..
 GZ0479
 GZ0479.The geoid height was determined by GEOID03.
 GZ0479
 GZ0479.The dynamic height is computed by dividing the NAVD 88
 GZ0479.geopotential number by the normal gravity value computed on the
 GZ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0479.degrees latitude (g = 980.6199 gals.).
 GZ0479
 GZ0479.The modeled gravity was interpolated from observed gravity values.
 GZ0479
 GZ0479;                    North         East    Units  Estimated Accuracy
 GZ0479;SPC KY1Z     - 1,090,700.    1,635,880.      MT  (+/- 180 meters Scaled)
 GZ0479
 GZ0479                          SUPERSEDED SURVEY CONTROL
 GZ0479
 GZ0479  NGVD 29 (??/??/92)  390.368  (m)         1280.73   (f) ADJ UNCH    2 0
 GZ0479
 GZ0479.Superseded values are not recommended for survey control.
 GZ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0479.See file dsdata.txt to determine how the superseded data were derived.
 GZ0479
 GZ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG468140(NAD 83)
 GZ0479_MARKER: DB = BENCH MARK DISK
 GZ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0479_STAMPING: M 199 1950 1280.732
 GZ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0479+STABILITY: SURFACE MOTION
 GZ0479
 GZ0479  HISTORY     - Date     Condition        Report By
 GZ0479  HISTORY     - 1950     MONUMENTED       CGS
 GZ0479  HISTORY     - 1958     GOOD             NGS
 GZ0479
 GZ0479                          STATION DESCRIPTION
 GZ0479
 GZ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0479'2 MI SW FROM BERNSTADT.
 GZ0479'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 80 FROM THE SWISS COLONY
 GZ0479'BAPTIST CHURCH AT BERNSTADT, THENCE ABOUT 1.6 MILES SOUTHWEST ALONG
 GZ0479'A GRAVEL ROAD, ABOUT 0.55 MILE NORTHEAST OF THE JUNCTION OF A GRAVEL
 GZ0479'ROAD LEADING WEST AND A CURVE IN MAIN ROAD WITH TANGENTS EXTENDING
 GZ0479'SOUTH AND NORTHEAST, AT THE JUNCTION OF SIDE ROADS LEADING SOUTHWEST
 GZ0479'AND NORTHWEST, 55 FEET WEST OF THE CENTER LINE OF THE ROAD, 25
 GZ0479'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD NORTHWEST, 28 FEET
 GZ0479'SOUTHEAST OF A 14-INCH HICKORY TREE, ABOUT 2 FEET ABOVE THE ROAD
 GZ0479'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0479
 GZ0479                          STATION RECOVERY (1958)
 GZ0479
 GZ0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0107 ***********************************************************************
 GD0107  DESIGNATION -  M 20
 GD0107  PID         -  GD0107
 GD0107  STATE/COUNTY-  KY/CALLOWAY
 GD0107  USGS QUAD   -  LYNN GROVE (1981)
 GD0107
 GD0107                         *CURRENT SURVEY CONTROL
 GD0107  ___________________________________________________________________
 GD0107* NAD 83(1986)-  36 35 38.     (N)    088 24 59.     (W)     SCALED    
 GD0107* NAVD 88     -       169.341  (meters)     555.58   (feet)  ADJUSTED  
 GD0107  ___________________________________________________________________
 GD0107  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GD0107  DYNAMIC HT  -         169.204 (meters)     555.13  (feet)  COMP
 GD0107  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 GD0107
 GD0107  VERT ORDER  -  SECOND    CLASS 0
 GD0107
 GD0107.The horizontal coordinates were scaled from a topographic map and have
 GD0107.an estimated accuracy of +/- 6 seconds.
 GD0107
 GD0107.The orthometric height was determined by differential leveling
 GD0107.and adjusted by the National Geodetic Survey in June 1991..
 GD0107
 GD0107.The geoid height was determined by GEOID03.
 GD0107
 GD0107.The dynamic height is computed by dividing the NAVD 88
 GD0107.geopotential number by the normal gravity value computed on the
 GD0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0107.degrees latitude (g = 980.6199 gals.).
 GD0107
 GD0107.The modeled gravity was interpolated from observed gravity values.
 GD0107
 GD0107;                    North         East    Units  Estimated Accuracy
 GD0107;SPC KY1Z     - 1,032,330.    1,261,400.      MT  (+/- 180 meters Scaled)
 GD0107
 GD0107                          SUPERSEDED SURVEY CONTROL
 GD0107
 GD0107  NGVD 29 (??/??/??)  169.368  (m)          555.67   (f) ADJUSTED    2 0
 GD0107
 GD0107.Superseded values are not recommended for survey control.
 GD0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0107.See file dsdata.txt to determine how the superseded data were derived.
 GD0107
 GD0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF733507(NAD 83)
 GD0107_MARKER: DB = BENCH MARK DISK
 GD0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0107_STAMPING: M 20 1934
 GD0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0107+STABILITY: SURFACE MOTION
 GD0107
 GD0107  HISTORY     - Date     Condition        Report By
 GD0107  HISTORY     - 1934     MONUMENTED       CGS
 GD0107  HISTORY     - 1951     GOOD             CGS
 GD0107  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0107
 GD0107                          STATION DESCRIPTION
 GD0107
 GD0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GD0107'6.5 MI W FROM MURRAY.
 GD0107'6.5 MILES WEST ALONG STATE HIGHWAY 94 FROM THE COURTHOUSE AT
 GD0107'MURRAY, CALLOWAY COUNTY, 1.2 MILES EAST OF THE CROSS ROAD AT
 GD0107'LYNN GROVE, AT THE NORTHEAST CORNER OF A FARMYARD, 10 YARDS
 GD0107'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3 YARDS EAST OF A
 GD0107'GARAGE, AND 1 YARD EAST OF A POWER POLE.  A STANDARD DISK, STAMPED
 GD0107'M 20 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GD0107
 GD0107                          STATION RECOVERY (1971)
 GD0107
 GD0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0470 ***********************************************************************
 GZ0470  DESIGNATION -  M 200
 GZ0470  PID         -  GZ0470
 GZ0470  STATE/COUNTY-  KY/LAUREL
 GZ0470  USGS QUAD   -  LONDON SW (1979)
 GZ0470
 GZ0470                         *CURRENT SURVEY CONTROL
 GZ0470  ___________________________________________________________________
 GZ0470* NAD 83(1986)-  37 03 17.     (N)    084 10 42.     (W)     SCALED    
 GZ0470* NAVD 88     -       373.342  (meters)    1224.87   (feet)  ADJUSTED  
 GZ0470  ___________________________________________________________________
 GZ0470  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GZ0470  DYNAMIC HT  -         373.051 (meters)    1223.92  (feet)  COMP
 GZ0470  MODELED GRAV-     979,840.1   (mgal)                       NAVD 88
 GZ0470
 GZ0470  VERT ORDER  -  SECOND    CLASS 0
 GZ0470
 GZ0470.The horizontal coordinates were scaled from a topographic map and have
 GZ0470.an estimated accuracy of +/- 6 seconds.
 GZ0470
 GZ0470.The orthometric height was determined by differential leveling
 GZ0470.and adjusted by the National Geodetic Survey in June 1991..
 GZ0470
 GZ0470.The geoid height was determined by GEOID03.
 GZ0470
 GZ0470.The dynamic height is computed by dividing the NAVD 88
 GZ0470.geopotential number by the normal gravity value computed on the
 GZ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0470.degrees latitude (g = 980.6199 gals.).
 GZ0470
 GZ0470.The modeled gravity was interpolated from observed gravity values.
 GZ0470
 GZ0470;                    North         East    Units  Estimated Accuracy
 GZ0470;SPC KY1Z     - 1,081,240.    1,639,790.      MT  (+/- 180 meters Scaled)
 GZ0470
 GZ0470                          SUPERSEDED SURVEY CONTROL
 GZ0470
 GZ0470  NGVD 29 (??/??/92)  373.498  (m)         1225.38   (f) ADJ UNCH    2 0
 GZ0470
 GZ0470.Superseded values are not recommended for survey control.
 GZ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0470.See file dsdata.txt to determine how the superseded data were derived.
 GZ0470
 GZ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG509046(NAD 83)
 GZ0470_MARKER: DB = BENCH MARK DISK
 GZ0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0470_STAMPING: M 200 1950 1225.385
 GZ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0470+STABILITY: SURFACE MOTION
 GZ0470
 GZ0470  HISTORY     - Date     Condition        Report By
 GZ0470  HISTORY     - 1950     MONUMENTED       CGS
 GZ0470  HISTORY     - 1958     GOOD             NGS
 GZ0470
 GZ0470                          STATION DESCRIPTION
 GZ0470
 GZ0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0470'7.9 MI SW FROM LONDON.
 GZ0470'ABOUT 7.35 MILE SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE COURT
 GZ0470'HOUSE AT LONDON, THENCE ABOUT 0.55 MILE NORTHWEST ALONG A GRAVEL
 GZ0470'ROAD, ABOUT 0.45 MILE NORTHWEST OF JOHNSON CHURCH, AT THE NORTHEAST
 GZ0470'CORNER OF TIMBER AREA WHERE LAUREL RANGER DISTRICT STARTS AND AT
 GZ0470'THE NORTHWEST EDGE OF A FIELD, 62 FEET SOUTH OF THE CENTER LINE OF
 GZ0470'THE ROAD, 142 FEET SOUTH AND ACROSS ROAD FROM THE SOUTHEAST CORNER
 GZ0470'OF A LOG BARN, 8 FEET NORTHEAST OF A TRIANGULAR BLAZED 12-INCH
 GZ0470'OAK TREE, 12 FEET NORTHWEST OF A FENCE LINE, ABOUT LEVEL WITH THE
 GZ0470'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0470
 GZ0470                          STATION RECOVERY (1958)
 GZ0470
 GZ0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0540 ***********************************************************************
 GZ0540  DESIGNATION -  M 201
 GZ0540  PID         -  GZ0540
 GZ0540  STATE/COUNTY-  KY/LAUREL
 GZ0540  USGS QUAD   -  LONDON SW (1979)
 GZ0540
 GZ0540                         *CURRENT SURVEY CONTROL
 GZ0540  ___________________________________________________________________
 GZ0540* NAD 83(1986)-  37 01 19.     (N)    084 14 48.     (W)     SCALED    
 GZ0540* NAVD 88     -       371.333  (meters)    1218.28   (feet)  ADJUSTED  
 GZ0540  ___________________________________________________________________
 GZ0540  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GZ0540  DYNAMIC HT  -         371.043 (meters)    1217.33  (feet)  COMP
 GZ0540  MODELED GRAV-     979,838.9   (mgal)                       NAVD 88
 GZ0540
 GZ0540  VERT ORDER  -  SECOND    CLASS 0
 GZ0540
 GZ0540.The horizontal coordinates were scaled from a topographic map and have
 GZ0540.an estimated accuracy of +/- 6 seconds.
 GZ0540
 GZ0540.The orthometric height was determined by differential leveling
 GZ0540.and adjusted by the National Geodetic Survey in June 1991..
 GZ0540
 GZ0540.The geoid height was determined by GEOID03.
 GZ0540
 GZ0540.The dynamic height is computed by dividing the NAVD 88
 GZ0540.geopotential number by the normal gravity value computed on the
 GZ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0540.degrees latitude (g = 980.6199 gals.).
 GZ0540
 GZ0540.The modeled gravity was interpolated from observed gravity values.
 GZ0540
 GZ0540;                    North         East    Units  Estimated Accuracy
 GZ0540;SPC KY1Z     - 1,077,500.    1,633,770.      MT  (+/- 180 meters Scaled)
 GZ0540
 GZ0540                          SUPERSEDED SURVEY CONTROL
 GZ0540
 GZ0540  NGVD 29 (??/??/92)  371.491  (m)         1218.80   (f) ADJ UNCH    2 0
 GZ0540
 GZ0540.Superseded values are not recommended for survey control.
 GZ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0540.See file dsdata.txt to determine how the superseded data were derived.
 GZ0540
 GZ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG449008(NAD 83)
 GZ0540_MARKER: DB = BENCH MARK DISK
 GZ0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0540_STAMPING: M 201 1950 1218.800
 GZ0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0540+STABILITY: SURFACE MOTION
 GZ0540
 GZ0540  HISTORY     - Date     Condition        Report By
 GZ0540  HISTORY     - 1950     MONUMENTED       CGS
 GZ0540  HISTORY     - 1958     GOOD             NGS
 GZ0540  HISTORY     - 1962     GOOD             PAS
 GZ0540
 GZ0540                          STATION DESCRIPTION
 GZ0540
 GZ0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0540'12.8 MI SW FROM LONDON.
 GZ0540'12.8 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE COURT HOUSE
 GZ0540'AT LONDON, 0.95 MILE NORTHEAST OF THE JUNCTION OF CRAIG CREEK
 GZ0540'ROAD, AT THE JUNCTION OF A DIM ROAD SOUTH AT POINT WHERE OLD HAS
 GZ0540'BEEN CUT OFF BY NEW HIGHWAY CONSTRUCTION, ABOUT 50 YARDS
 GZ0540'SOUTHWEST OF A LARGE FOREST SERVICE SIGN BOARD, 48 FEET SOUTHEAST
 GZ0540'AND ACROSS OLD ROAD FROM THE TOP OF THE CUT OF NEW HIGHWAY, 32
 GZ0540'FEET SOUTHEAST OF THE CENTER OF OLD ROAD, 16 FEET EAST OF THE
 GZ0540'CENTER OF A DIM ROAD SOUTH, 13 FEET SOUTHWEST OF A 20-INCH PINE
 GZ0540'TREE, ABOUT 9 FEET ABOVE THE LEVEL OF NEW HIGHWAY.
 GZ0540'NOTE-- HIGHWAY 192 HAS BEEN RE-LOCATED-MARK IS NOW 73 FEET SE
 GZ0540'OF THE CENTER OF HIGHWAY.
 GZ0540
 GZ0540                          STATION RECOVERY (1962)
 GZ0540
 GZ0540'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1962
 GZ0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0558 ***********************************************************************
 GZ0558  DESIGNATION -  M 202
 GZ0558  PID         -  GZ0558
 GZ0558  STATE/COUNTY-  KY/LAUREL
 GZ0558  USGS QUAD   -  LONDON SW (1979)
 GZ0558
 GZ0558                         *CURRENT SURVEY CONTROL
 GZ0558  ___________________________________________________________________
 GZ0558* NAD 83(1986)-  37 00 24.     (N)    084 09 39.     (W)     SCALED    
 GZ0558* NAVD 88     -       376.320  (meters)    1234.64   (feet)  ADJUSTED  
 GZ0558  ___________________________________________________________________
 GZ0558  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GZ0558  DYNAMIC HT  -         376.022 (meters)    1233.67  (feet)  COMP
 GZ0558  MODELED GRAV-     979,828.5   (mgal)                       NAVD 88
 GZ0558
 GZ0558  VERT ORDER  -  SECOND    CLASS 0
 GZ0558
 GZ0558.The horizontal coordinates were scaled from a topographic map and have
 GZ0558.an estimated accuracy of +/- 6 seconds.
 GZ0558
 GZ0558.The orthometric height was determined by differential leveling
 GZ0558.and adjusted by the National Geodetic Survey in June 1991..
 GZ0558
 GZ0558.The geoid height was determined by GEOID03.
 GZ0558
 GZ0558.The dynamic height is computed by dividing the NAVD 88
 GZ0558.geopotential number by the normal gravity value computed on the
 GZ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0558.degrees latitude (g = 980.6199 gals.).
 GZ0558
 GZ0558.The modeled gravity was interpolated from observed gravity values.
 GZ0558
 GZ0558;                    North         East    Units  Estimated Accuracy
 GZ0558;SPC KY1Z     - 1,075,940.    1,641,440.      MT  (+/- 180 meters Scaled)
 GZ0558
 GZ0558                          SUPERSEDED SURVEY CONTROL
 GZ0558
 GZ0558  NGVD 29 (??/??/92)  376.474  (m)         1235.15   (f) ADJ UNCH    2 0
 GZ0558
 GZ0558.Superseded values are not recommended for survey control.
 GZ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0558.See file dsdata.txt to determine how the superseded data were derived.
 GZ0558
 GZ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF526993(NAD 83)
 GZ0558_MARKER: DB = BENCH MARK DISK
 GZ0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0558_STAMPING: M 202 1950 1235.148
 GZ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0558+STABILITY: SURFACE MOTION
 GZ0558
 GZ0558  HISTORY     - Date     Condition        Report By
 GZ0558  HISTORY     - 1950     MONUMENTED       CGS
 GZ0558  HISTORY     - 1962     GOOD             PAS
 GZ0558
 GZ0558                          STATION DESCRIPTION
 GZ0558
 GZ0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0558'0.2 MI N FROM KEAVY.
 GZ0558'ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 363 FROM THE POST OFFICE
 GZ0558'AT KEAVEY, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A ROAD LEADING
 GZ0558'SOUTH CONNECTING TO GRAVEL ROAD WEST AND HIGHWAY, ABOUT 0.8 MILE
 GZ0558'SOUTH OF LOCUST GROVE CHURCH OF CHRIST AND JUNCTION OF ROAD
 GZ0558'NORTHWEST, ABOUT 0.6 MILE SOUTH OF A LARGE CEMETERY, SET AT A
 GZ0558'ONE-STORY FRAME HOUSE WITH ASBESTOS SIDING, AT THE JUNCTION
 GZ0558'OF A DIM ROAD LEADING NORTHEAST, 35 FEET EAST OF THE CENTER
 GZ0558'LINE OF THE HIGHWAY, 22 FEET NORTHWEST OF THE CENTER LINE
 GZ0558'OF THE ROAD NORTHEAST, 90 FEET SOUTHWEST OF THE SOUTHWEST
 GZ0558'CORNER OF BRICK CHIMNEY ON WEST SIDE OF HOUSE, ABOUT LEVEL
 GZ0558'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ0558'PROJECTING 4 INCHES.
 GZ0558
 GZ0558                          STATION RECOVERY (1962)
 GZ0558
 GZ0558'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1962
 GZ0558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2792 ***********************************************************************
 GY2792  DESIGNATION -  M 203
 GY2792  PID         -  GY2792
 GY2792  STATE/COUNTY-  KY/LAUREL
 GY2792  USGS QUAD   -  BLACKWATER (1979)
 GY2792
 GY2792                         *CURRENT SURVEY CONTROL
 GY2792  ___________________________________________________________________
 GY2792* NAD 83(1986)-  37 02 02.     (N)    083 58 13.     (W)     SCALED    
 GY2792* NAVD 88     -       348.369  (meters)    1142.94   (feet)  ADJUSTED  
 GY2792  ___________________________________________________________________
 GY2792  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GY2792  DYNAMIC HT  -         348.087 (meters)    1142.02  (feet)  COMP
 GY2792  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 GY2792
 GY2792  VERT ORDER  -  SECOND    CLASS 0
 GY2792
 GY2792.The horizontal coordinates were scaled from a topographic map and have
 GY2792.an estimated accuracy of +/- 6 seconds.
 GY2792
 GY2792.The orthometric height was determined by differential leveling
 GY2792.and adjusted by the National Geodetic Survey in June 1991..
 GY2792
 GY2792.The geoid height was determined by GEOID03.
 GY2792
 GY2792.The dynamic height is computed by dividing the NAVD 88
 GY2792.geopotential number by the normal gravity value computed on the
 GY2792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2792.degrees latitude (g = 980.6199 gals.).
 GY2792
 GY2792.The modeled gravity was interpolated from observed gravity values.
 GY2792
 GY2792;                    North         East    Units  Estimated Accuracy
 GY2792;SPC KY1Z     - 1,079,260.    1,658,340.      MT  (+/- 180 meters Scaled)
 GY2792
 GY2792                          SUPERSEDED SURVEY CONTROL
 GY2792
 GY2792  NGVD 29 (??/??/92)  348.522  (m)         1143.44   (f) ADJ UNCH    2 0
 GY2792
 GY2792.Superseded values are not recommended for survey control.
 GY2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2792.See file dsdata.txt to determine how the superseded data were derived.
 GY2792
 GY2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB358027(NAD 83)
 GY2792_MARKER: DB = BENCH MARK DISK
 GY2792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2792_STAMPING: M 203 1950 1143.443
 GY2792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2792+STABILITY: SURFACE MOTION
 GY2792
 GY2792  HISTORY     - Date     Condition        Report By
 GY2792  HISTORY     - 1950     MONUMENTED       CGS
 GY2792  HISTORY     - 1957     GOOD             NGS
 GY2792
 GY2792                          STATION DESCRIPTION
 GY2792
 GY2792'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2792'6.3 MI SE FROM FARISTON.
 GY2792'ABOUT 1.55 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE
 GY2792'LOUISVILLE AND NASHVILLE RAILROAD STATION AT FARISTON, THENCE
 GY2792'ABOUT 4.75 MILES SOUTHEAST ALONG STATE HIGHWAY 229, ABOUT 0.85
 GY2792'MILE NORTHWEST OF ROBINSON CHURCH AND A JOGGED CROSSROAD, AT THE
 GY2792'JUNCTION OF A FARM ROAD NORTH, SET IN THE TOP OF THE WEST END
 GY2792'OF THE NORTH HEAD WALL OF A 5-FOOT CONCRETE BOX CULVERT, 15 FEET
 GY2792'NORTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET EAST OF THE
 GY2792'CENTER LINE OF THE FARM ROAD AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 GY2792
 GY2792                          STATION RECOVERY (1957)
 GY2792
 GY2792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0248 ***********************************************************************
 GB0248  DESIGNATION -  M 204
 GB0248  PID         -  GB0248
 GB0248  STATE/COUNTY-  KY/KNOX
 GB0248  USGS QUAD   -  CORBIN (1978)
 GB0248
 GB0248                         *CURRENT SURVEY CONTROL
 GB0248  ___________________________________________________________________
 GB0248* NAD 83(1986)-  36 56 22.     (N)    084 03 58.     (W)     SCALED    
 GB0248* NAVD 88     -       333.129  (meters)    1092.94   (feet)  ADJUSTED  
 GB0248  ___________________________________________________________________
 GB0248  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GB0248  DYNAMIC HT  -         332.856 (meters)    1092.05  (feet)  COMP
 GB0248  MODELED GRAV-     979,801.8   (mgal)                       NAVD 88
 GB0248
 GB0248  VERT ORDER  -  SECOND    CLASS 0
 GB0248
 GB0248.The horizontal coordinates were scaled from a topographic map and have
 GB0248.an estimated accuracy of +/- 6 seconds.
 GB0248
 GB0248.The orthometric height was determined by differential leveling
 GB0248.and adjusted by the National Geodetic Survey in June 1991..
 GB0248
 GB0248.The geoid height was determined by GEOID03.
 GB0248
 GB0248.The dynamic height is computed by dividing the NAVD 88
 GB0248.geopotential number by the normal gravity value computed on the
 GB0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0248.degrees latitude (g = 980.6199 gals.).
 GB0248
 GB0248.The modeled gravity was interpolated from observed gravity values.
 GB0248
 GB0248;                    North         East    Units  Estimated Accuracy
 GB0248;SPC KY1Z     - 1,068,620.    1,650,000.      MT  (+/- 180 meters Scaled)
 GB0248
 GB0248                          SUPERSEDED SURVEY CONTROL
 GB0248
 GB0248  NGVD 29 (??/??/92)  333.287  (m)         1093.46   (f) ADJ UNCH    2 0
 GB0248
 GB0248.Superseded values are not recommended for survey control.
 GB0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0248.See file dsdata.txt to determine how the superseded data were derived.
 GB0248
 GB0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF612921(NAD 83)
 GB0248_MARKER: DB = BENCH MARK DISK
 GB0248_SETTING: 66 = SET IN ROCK OUTCROP
 GB0248_SP_SET: ROCK OUTCROP
 GB0248_STAMPING: M 204 1950 1093.459
 GB0248_MARK LOGO: CGS   
 GB0248_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0248+STABILITY: POSITION/ELEVATION WELL
 GB0248
 GB0248  HISTORY     - Date     Condition        Report By
 GB0248  HISTORY     - 1950     MONUMENTED       CGS
 GB0248  HISTORY     - 1957     GOOD             NGS
 GB0248  HISTORY     - 19930801 GOOD             KYDT
 GB0248
 GB0248                          STATION DESCRIPTION
 GB0248
 GB0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0248'1.8 MI E FROM CORBIN.
 GB0248'ABOUT 1.8 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0248'FROM THE STATION AT CORBIN, ABOUT 6 1/2 POLES EAST OF A ROAD
 GB0248'CROSSING, ON THE OUTSIDE OF A LONG CURVE IN THE TRACK WITH TANGENTS
 GB0248'EXTENDING NORTHEAST AND NORTHWEST, SET IN THE TOP OF A FLAT OUTCROP
 GB0248'OF ROCK, 17 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 GB0248'54 1/2 FEET EAST OF THE SECOND POLE WEST OF MILE POST 174, 29 FEET
 GB0248'NORTH OF A FENCE LINE AND ABOUT 1 FOOT BELOW THE TRACK.  NOTE-- THE
 GB0248'MARK IS 7-1/2 POLES EAST OF THE ROAD CROSSING.
 GB0248
 GB0248                          STATION RECOVERY (1957)
 GB0248
 GB0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0248'RECOVERED IN GOOD CONDITION.
 GB0248
 GB0248                          STATION RECOVERY (1993)
 GB0248
 GB0248'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0248'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0347 ***********************************************************************
 GB0347  DESIGNATION -  M 205
 GB0347  PID         -  GB0347
 GB0347  STATE/COUNTY-  KY/MCCREARY
 GB0347  USGS QUAD   -  WIBORG (1981)
 GB0347
 GB0347                         *CURRENT SURVEY CONTROL
 GB0347  ___________________________________________________________________
 GB0347* NAD 83(1986)-  36 51 39.     (N)    084 25 23.     (W)     SCALED    
 GB0347* NAVD 88     -       402.626  (meters)    1320.95   (feet)  ADJUSTED  
 GB0347  ___________________________________________________________________
 GB0347  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GB0347  DYNAMIC HT  -         402.311 (meters)    1319.92  (feet)  COMP
 GB0347  MODELED GRAV-     979,835.8   (mgal)                       NAVD 88
 GB0347
 GB0347  VERT ORDER  -  SECOND    CLASS 0
 GB0347
 GB0347.The horizontal coordinates were scaled from a topographic map and have
 GB0347.an estimated accuracy of +/- 6 seconds.
 GB0347
 GB0347.The orthometric height was determined by differential leveling
 GB0347.and adjusted by the National Geodetic Survey in June 1991..
 GB0347
 GB0347.The geoid height was determined by GEOID03.
 GB0347
 GB0347.The dynamic height is computed by dividing the NAVD 88
 GB0347.geopotential number by the normal gravity value computed on the
 GB0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0347.degrees latitude (g = 980.6199 gals.).
 GB0347
 GB0347.The modeled gravity was interpolated from observed gravity values.
 GB0347
 GB0347;                    North         East    Units  Estimated Accuracy
 GB0347;SPC KY1Z     - 1,059,390.    1,618,330.      MT  (+/- 180 meters Scaled)
 GB0347
 GB0347                          SUPERSEDED SURVEY CONTROL
 GB0347
 GB0347  NGVD 29 (??/??/92)  402.779  (m)         1321.45   (f) ADJ UNCH    2 0
 GB0347
 GB0347.Superseded values are not recommended for survey control.
 GB0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0347.See file dsdata.txt to determine how the superseded data were derived.
 GB0347
 GB0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF297825(NAD 83)
 GB0347_MARKER: DB = BENCH MARK DISK
 GB0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0347_STAMPING: M 205 1950 1321.451
 GB0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0347+STABILITY: SURFACE MOTION
 GB0347
 GB0347  HISTORY     - Date     Condition        Report By
 GB0347  HISTORY     - 1950     MONUMENTED       CGS
 GB0347  HISTORY     - 1957     POOR             NGS
 GB0347
 GB0347                          STATION DESCRIPTION
 GB0347
 GB0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0347'4.8 MI E FROM PARKERS LAKE.
 GB0347'ABOUT 4.8 MILES EAST ALONG STATE HIGHWAY 90 FROM THE JUNCTION OF
 GB0347'U.S. HIGHWAY 27 AT PARKERS LAKE, ABOUT 0.5 MILE EAST OF A CONCRETE
 GB0347'BLOCK STORE OWNED BY E.E. CREECH, AT THE JUNCTION OF A BLACK
 GB0347'TOP ROAD NORTH, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GB0347'HIGHWAY, 46 FEET EAST OF THE CENTER OF THE JUNCTION OF ROAD
 GB0347'NORTH, 23 FEET WEST OF AN 18-INCH TWIN PINE TREE, ABOUT 1 FOOT
 GB0347'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB0347'5 INCHES.
 GB0347
 GB0347                          STATION RECOVERY (1957)
 GB0347
 GB0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0347'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2945 ***********************************************************************
 GA2945  DESIGNATION -  M 206
 GA2945  PID         -  GA2945
 GA2945  STATE/COUNTY-  KY/WHITLEY
 GA2945  USGS QUAD   -  FRAKES (1952)
 GA2945
 GA2945                         *CURRENT SURVEY CONTROL
 GA2945  ___________________________________________________________________
 GA2945* NAD 83(1986)-  36 40 54.     (N)    083 57 07.     (W)     SCALED    
 GA2945* NAVD 88     -       299.828  (meters)     983.69   (feet)  ADJUSTED  
 GA2945  ___________________________________________________________________
 GA2945  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GA2945  DYNAMIC HT  -         299.568 (meters)     982.83  (feet)  COMP
 GA2945  MODELED GRAV-     979,758.8   (mgal)                       NAVD 88
 GA2945
 GA2945  VERT ORDER  -  SECOND    CLASS 0
 GA2945
 GA2945.The horizontal coordinates were scaled from a topographic map and have
 GA2945.an estimated accuracy of +/- 6 seconds.
 GA2945
 GA2945.The orthometric height was determined by differential leveling
 GA2945.and adjusted by the National Geodetic Survey in June 1991..
 GA2945
 GA2945.The geoid height was determined by GEOID03.
 GA2945
 GA2945.The dynamic height is computed by dividing the NAVD 88
 GA2945.geopotential number by the normal gravity value computed on the
 GA2945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2945.degrees latitude (g = 980.6199 gals.).
 GA2945
 GA2945.The modeled gravity was interpolated from observed gravity values.
 GA2945
 GA2945;                    North         East    Units  Estimated Accuracy
 GA2945;SPC KY1Z     - 1,040,210.    1,660,720.      MT  (+/- 180 meters Scaled)
 GA2945
 GA2945                          SUPERSEDED SURVEY CONTROL
 GA2945
 GA2945  NGVD 29 (??/??/92)  299.972  (m)          984.16   (f) ADJ UNCH    2 0
 GA2945
 GA2945.Superseded values are not recommended for survey control.
 GA2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2945.See file dsdata.txt to determine how the superseded data were derived.
 GA2945
 GA2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA362636(NAD 83)
 GA2945_MARKER: DB = BENCH MARK DISK
 GA2945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2945_SP_SET: CULVERT
 GA2945_STAMPING: M 206 1950 984.158
 GA2945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA2945+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2002
 GA2945
 GA2945  HISTORY     - Date     Condition        Report By
 GA2945  HISTORY     - 1950     MONUMENTED       CGS
 GA2945  HISTORY     - 1957     POOR             NGS
 GA2945  HISTORY     - 20020408 GOOD             INDIV
 GA2945
 GA2945                          STATION DESCRIPTION
 GA2945
 GA2945'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2945'0.9 MI SE FROM SILER.
 GA2945'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 GA2945'AT SILER, ABOUT 150 YARDS SOUTHWEST OF A SMALL HILL SIDE CEMETERY,
 GA2945'AT THE BOTTOM OF GRADES, SET IN THE TOP OF THE SOUTHEAST END OF
 GA2945'THE NORTHEAST HEAD WALL OF AN 8-FOOT CONCRETE CULVERT OVER A
 GA2945'CREEK BRANCH, 16 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY
 GA2945'AND ABOUT LEVEL WITH HIGHWAY.
 GA2945
 GA2945                          STATION RECOVERY (1957)
 GA2945
 GA2945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2945'MARK RECOVERED IN POOR CONDITION.
 GA2945
 GA2945                          STATION RECOVERY (2002)
 GA2945
 GA2945'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DAA)
 GA2945'THE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.  A POINT WAS OFFSET
 GA2945'FOR A GPS OBSERVATION.  BECAUSE OF THE LOCATION IN THE STRUCTURE, IT
 GA2945'WAS NOT POSSIBLE TO POSITION A GPS RECEIVER OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2932 ***********************************************************************
 GA2932  DESIGNATION -  M 207
 GA2932  PID         -  GA2932
 GA2932  STATE/COUNTY-  KY/KNOX
 GA2932  USGS QUAD   -  ARTEMUS (1974)
 GA2932
 GA2932                         *CURRENT SURVEY CONTROL
 GA2932  ___________________________________________________________________
 GA2932* NAD 83(1986)-  36 45 04.     (N)    083 49 54.     (W)     SCALED    
 GA2932* NAVD 88     -       316.512  (meters)    1038.42   (feet)  ADJUSTED  
 GA2932  ___________________________________________________________________
 GA2932  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GA2932  DYNAMIC HT  -         316.243 (meters)    1037.54  (feet)  COMP
 GA2932  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 GA2932
 GA2932  VERT ORDER  -  SECOND    CLASS 0
 GA2932
 GA2932.The horizontal coordinates were scaled from a topographic map and have
 GA2932.an estimated accuracy of +/- 6 seconds.
 GA2932
 GA2932.The orthometric height was determined by differential leveling
 GA2932.and adjusted by the National Geodetic Survey in June 1991..
 GA2932
 GA2932.The geoid height was determined by GEOID03.
 GA2932
 GA2932.The dynamic height is computed by dividing the NAVD 88
 GA2932.geopotential number by the normal gravity value computed on the
 GA2932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2932.degrees latitude (g = 980.6199 gals.).
 GA2932
 GA2932.The modeled gravity was interpolated from observed gravity values.
 GA2932
 GA2932;                    North         East    Units  Estimated Accuracy
 GA2932;SPC KY1Z     - 1,048,130.    1,671,310.      MT  (+/- 180 meters Scaled)
 GA2932
 GA2932                          SUPERSEDED SURVEY CONTROL
 GA2932
 GA2932  NGVD 29 (??/??/92)  316.665  (m)         1038.93   (f) ADJ UNCH    2 0
 GA2932
 GA2932.Superseded values are not recommended for survey control.
 GA2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2932.See file dsdata.txt to determine how the superseded data were derived.
 GA2932
 GA2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA472710(NAD 83)
 GA2932_MARKER: DB = BENCH MARK DISK
 GA2932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2932_SP_SET: CULVERT
 GA2932_STAMPING: M 207 1950 1038.925
 GA2932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2932+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2932
 GA2932  HISTORY     - Date     Condition        Report By
 GA2932  HISTORY     - 1950     MONUMENTED       CGS
 GA2932  HISTORY     - 1957     GOOD             NGS
 GA2932  HISTORY     - 20020806 GOOD             KYDT
 GA2932
 GA2932                          STATION DESCRIPTION
 GA2932
 GA2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2932'1.2 MI NE FROM KAYJAY.
 GA2932'1.15 MILES NORTHEAST ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT
 GA2932'KAYJAY, BETWEEN TWO DRIVES LEADING SOUTH TO AN OLD ABANDONED
 GA2932'SAW MILL, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL
 GA2932'OF A 5-FOOT CONCRETE CULVERT, 16 FEET SOUTH OF THE CENTER LINE
 GA2932'OF THE HIGHWAY AND ABOUT 1/2 FOOT BELOW THE HIGHWAY.
 GA2932
 GA2932                          STATION RECOVERY (1957)
 GA2932
 GA2932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2932'RECOVERED IN GOOD CONDITION.
 GA2932
 GA2932                          STATION RECOVERY (2002)
 GA2932
 GA2932'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2932'MARK IS SOUTH OF AND ACROSS THE ROAD FROM A SMALL CONCRETE BLOCK
 GA2932'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2898 ***********************************************************************
 GA2898  DESIGNATION -  M 208
 GA2898  PID         -  GA2898
 GA2898  STATE/COUNTY-  KY/KNOX
 GA2898  USGS QUAD   -  HEIDRICK (1974)
 GA2898
 GA2898                         *CURRENT SURVEY CONTROL
 GA2898  ___________________________________________________________________
 GA2898* NAD 83(1986)-  36 52 58.     (N)    083 55 26.     (W)     SCALED    
 GA2898* NAVD 88     -       301.741  (meters)     989.96   (feet)  ADJUSTED  
 GA2898  ___________________________________________________________________
 GA2898  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GA2898  DYNAMIC HT  -         301.493 (meters)     989.15  (feet)  COMP
 GA2898  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 GA2898
 GA2898  VERT ORDER  -  SECOND    CLASS 0
 GA2898
 GA2898.The horizontal coordinates were scaled from a topographic map and have
 GA2898.an estimated accuracy of +/- 6 seconds.
 GA2898
 GA2898.The orthometric height was determined by differential leveling
 GA2898.and adjusted by the National Geodetic Survey in June 1991..
 GA2898
 GA2898.The geoid height was determined by GEOID03.
 GA2898
 GA2898.The dynamic height is computed by dividing the NAVD 88
 GA2898.geopotential number by the normal gravity value computed on the
 GA2898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2898.degrees latitude (g = 980.6199 gals.).
 GA2898
 GA2898.The modeled gravity was interpolated from observed gravity values.
 GA2898
 GA2898;                    North         East    Units  Estimated Accuracy
 GA2898;SPC KY1Z     - 1,062,570.    1,662,790.      MT  (+/- 180 meters Scaled)
 GA2898
 GA2898                          SUPERSEDED SURVEY CONTROL
 GA2898
 GA2898  NGVD 29 (??/??/92)  301.898  (m)          990.48   (f) ADJ UNCH    2 0
 GA2898
 GA2898.Superseded values are not recommended for survey control.
 GA2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2898.See file dsdata.txt to determine how the superseded data were derived.
 GA2898
 GA2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA394858(NAD 83)
 GA2898_MARKER: DB = BENCH MARK DISK
 GA2898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2898_SP_SET: CULVERT
 GA2898_STAMPING: M 208 1951 990.477
 GA2898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2898+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2898
 GA2898  HISTORY     - Date     Condition        Report By
 GA2898  HISTORY     - 1951     MONUMENTED       CGS
 GA2898  HISTORY     - 1957     POOR             NGS
 GA2898  HISTORY     - 20020806 GOOD             KYDT
 GA2898
 GA2898                          STATION DESCRIPTION
 GA2898
 GA2898'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2898'2.4 MI W FROM BARBOURVILLE.
 GA2898'2.45 MILES WEST ALONG STATE HIGHWAY 6 FROM THE COURT HOUSE AT
 GA2898'BARBOURVILLE, ABOUT 1.35 MILES WEST OF A BRIDGE OVER RICHLAND
 GA2898'CREEK, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD
 GA2898'WALL OF AN 8-FOOT CONCRETE AND STONE CULVERT, 11 FEET SOUTH OF
 GA2898'THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 GA2898
 GA2898                          STATION RECOVERY (1957)
 GA2898
 GA2898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2898'MARK RECOVERED IN POOR CONDITION.
 GA2898
 GA2898                          STATION RECOVERY (2002)
 GA2898
 GA2898'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2824 ***********************************************************************
 GA2824  DESIGNATION -  M 209
 GA2824  PID         -  GA2824
 GA2824  STATE/COUNTY-  KY/BELL
 GA2824  USGS QUAD   -  FRAKES (1952)
 GA2824
 GA2824                         *CURRENT SURVEY CONTROL
 GA2824  ___________________________________________________________________
 GA2824* NAD 83(1986)-  36 39 27.     (N)    083 53 18.     (W)     SCALED    
 GA2824* NAVD 88     -       474.825  (meters)    1557.82   (feet)  ADJUSTED  
 GA2824  ___________________________________________________________________
 GA2824  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GA2824  DYNAMIC HT  -         474.404 (meters)    1556.44  (feet)  COMP
 GA2824  MODELED GRAV-     979,729.5   (mgal)                       NAVD 88
 GA2824
 GA2824  VERT ORDER  -  SECOND    CLASS 0
 GA2824
 GA2824.The horizontal coordinates were scaled from a topographic map and have
 GA2824.an estimated accuracy of +/- 6 seconds.
 GA2824
 GA2824.The orthometric height was determined by differential leveling
 GA2824.and adjusted by the National Geodetic Survey in June 1991..
 GA2824
 GA2824.The geoid height was determined by GEOID03.
 GA2824
 GA2824.The dynamic height is computed by dividing the NAVD 88
 GA2824.geopotential number by the normal gravity value computed on the
 GA2824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2824.degrees latitude (g = 980.6199 gals.).
 GA2824
 GA2824.The modeled gravity was interpolated from observed gravity values.
 GA2824
 GA2824;                    North         East    Units  Estimated Accuracy
 GA2824;SPC KY1Z     - 1,037,640.    1,666,460.      MT  (+/- 180 meters Scaled)
 GA2824
 GA2824                          SUPERSEDED SURVEY CONTROL
 GA2824
 GA2824  NGVD 29 (??/??/92)  474.951  (m)         1558.24   (f) ADJ UNCH    2 0
 GA2824
 GA2824.Superseded values are not recommended for survey control.
 GA2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2824.See file dsdata.txt to determine how the superseded data were derived.
 GA2824
 GA2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA418607(NAD 83)
 GA2824_MARKER: DB = BENCH MARK DISK
 GA2824_SETTING: 66 = SET IN ROCK OUTCROP
 GA2824_SP_SET: SET IN ROCK OUTCROP
 GA2824_STAMPING: M 209 1951 1558.235
 GA2824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2824+STABILITY: POSITION/ELEVATION WELL
 GA2824
 GA2824  HISTORY     - Date     Condition        Report By
 GA2824  HISTORY     - 1951     MONUMENTED       CGS
 GA2824  HISTORY     - 1957     POOR             NGS
 GA2824
 GA2824                          STATION DESCRIPTION
 GA2824
 GA2824'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2824'2.7 MI NE FROM FRAKES.
 GA2824'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 190 FROM THE POST OFFICE
 GA2824'AT FRAKES, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD,
 GA2824'ABOUT 0.2 MILE SOUTHEAST ALONG GRAVEL ROAD FROM HENDERSON HALL
 GA2824'CHURCH, ABOUT 1.6 MILES NORTHWEST OF NEW VINE BAPTIST CHURCH, 27
 GA2824'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 50 YARDS
 GA2824'NORTHWEST OF THE BOTTOM OF GRADES, SET IN THE TOP OF THE SOUTH
 GA2824'CORNER OF A LARGE FLAT SLANTING OUTCROP (CENTER ONE OF THREE
 GA2824'SIMILAR OUTCROPS), 6 1/2 FEET NORTHEAST OF A WIRE FENCE, JUST
 GA2824'ABOVE A 6-INCH OUTLINE TRIANGLE CHISELED IN SLANTING FACE OF
 GA2824'OUTCROP AND ABOUT 7 FEET ABOVE THE ROAD.
 GA2824
 GA2824                          STATION RECOVERY (1957)
 GA2824
 GA2824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2824'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3003 ***********************************************************************
 GA3003  DESIGNATION -  M 210
 GA3003  PID         -  GA3003
 GA3003  STATE/COUNTY-  KY/WHITLEY
 GA3003  USGS QUAD   -  EAGAN (1953)
 GA3003
 GA3003                         *CURRENT SURVEY CONTROL
 GA3003  ___________________________________________________________________
 GA3003* NAD 83(1986)-  36 37 04.     (N)    083 56 02.     (W)     SCALED    
 GA3003* NAVD 88     -       424.749  (meters)    1393.53   (feet)  ADJUSTED  
 GA3003  ___________________________________________________________________
 GA3003  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GA3003  DYNAMIC HT  -         424.376 (meters)    1392.31  (feet)  COMP
 GA3003  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 GA3003
 GA3003  VERT ORDER  -  SECOND    CLASS 0
 GA3003
 GA3003.The horizontal coordinates were scaled from a topographic map and have
 GA3003.an estimated accuracy of +/- 6 seconds.
 GA3003
 GA3003.The orthometric height was determined by differential leveling
 GA3003.and adjusted by the National Geodetic Survey in June 1991..
 GA3003
 GA3003.The geoid height was determined by GEOID03.
 GA3003
 GA3003.The dynamic height is computed by dividing the NAVD 88
 GA3003.geopotential number by the normal gravity value computed on the
 GA3003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3003.degrees latitude (g = 980.6199 gals.).
 GA3003
 GA3003.The modeled gravity was interpolated from observed gravity values.
 GA3003
 GA3003;                    North         East    Units  Estimated Accuracy
 GA3003;SPC KY1Z     - 1,033,150.    1,662,470.      MT  (+/- 180 meters Scaled)
 GA3003
 GA3003                          SUPERSEDED SURVEY CONTROL
 GA3003
 GA3003  NGVD 29 (??/??/92)  424.882  (m)         1393.97   (f) ADJ UNCH    2 0
 GA3003
 GA3003.Superseded values are not recommended for survey control.
 GA3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3003.See file dsdata.txt to determine how the superseded data were derived.
 GA3003
 GA3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA376564(NAD 83)
 GA3003_MARKER: DB = BENCH MARK DISK
 GA3003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA3003_SP_SET: BRIDGE
 GA3003_STAMPING: M 210 1951 1393.967
 GA3003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3003
 GA3003  HISTORY     - Date     Condition        Report By
 GA3003  HISTORY     - 1951     MONUMENTED       CGS
 GA3003  HISTORY     - 1957     GOOD             NGS
 GA3003
 GA3003                          STATION DESCRIPTION
 GA3003
 GA3003'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA3003'2.4 MI SW FROM FRAKES.
 GA3003'2.4 MILES SOUTHWEST ALONG STATE HIGHWAYS 190 AND 204 FROM THE
 GA3003'POST OFFICE AT FRAKES, ABOUT 0.15 MILE SOUTHWEST OF A CHURCH AND
 GA3003'CEMETERY AND JUNCTION OF A ROAD NORTHEAST, SET IN THE TOP OF THE
 GA3003'SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 24-FOOT CONCRETE
 GA3003'BRIDGE OVER WHEELER CREEK, 14 FEET NORTHWEST OF THE CENTER LINE
 GA3003'OF THE HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 GA3003
 GA3003                          STATION RECOVERY (1957)
 GA3003
 GA3003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA3003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0940 ***********************************************************************
 GZ0940  DESIGNATION -  M 211
 GZ0940  PID         -  GZ0940
 GZ0940  STATE/COUNTY-  KY/CASEY
 GZ0940  USGS QUAD   -  LIBERTY (1979)
 GZ0940
 GZ0940                         *CURRENT SURVEY CONTROL
 GZ0940  ___________________________________________________________________
 GZ0940* NAD 83(1986)-  37 21 17.     (N)    084 57 29.     (W)     SCALED    
 GZ0940* NAVD 88     -       272.201  (meters)     893.05   (feet)  ADJUSTED  
 GZ0940  ___________________________________________________________________
 GZ0940  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GZ0940  DYNAMIC HT  -         271.984 (meters)     892.33  (feet)  COMP
 GZ0940  MODELED GRAV-     979,827.7   (mgal)                       NAVD 88
 GZ0940
 GZ0940  VERT ORDER  -  SECOND    CLASS 0
 GZ0940
 GZ0940.The horizontal coordinates were scaled from a topographic map and have
 GZ0940.an estimated accuracy of +/- 6 seconds.
 GZ0940
 GZ0940.The orthometric height was determined by differential leveling
 GZ0940.and adjusted by the National Geodetic Survey in June 1991..
 GZ0940
 GZ0940.The geoid height was determined by GEOID03.
 GZ0940
 GZ0940.The dynamic height is computed by dividing the NAVD 88
 GZ0940.geopotential number by the normal gravity value computed on the
 GZ0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0940.degrees latitude (g = 980.6199 gals.).
 GZ0940
 GZ0940.The modeled gravity was interpolated from observed gravity values.
 GZ0940
 GZ0940;                    North         East    Units  Estimated Accuracy
 GZ0940;SPC KY1Z     - 1,113,660.    1,570,160.      MT  (+/- 180 meters Scaled)
 GZ0940
 GZ0940                          SUPERSEDED SURVEY CONTROL
 GZ0940
 GZ0940  NGVD 29 (??/??/92)  272.339  (m)          893.50   (f) ADJ UNCH    2 0
 GZ0940
 GZ0940.Superseded values are not recommended for survey control.
 GZ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0940.See file dsdata.txt to determine how the superseded data were derived.
 GZ0940
 GZ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG808361(NAD 83)
 GZ0940_MARKER: DB = BENCH MARK DISK
 GZ0940_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0940_SP_SET: CULVERT
 GZ0940_STAMPING: M 211 1951 893.499
 GZ0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0940
 GZ0940  HISTORY     - Date     Condition        Report By
 GZ0940  HISTORY     - 1951     MONUMENTED       CGS
 GZ0940  HISTORY     - 1958     GOOD             NGS
 GZ0940
 GZ0940                          STATION DESCRIPTION
 GZ0940
 GZ0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0940'3.6 MI N FROM LIBERTY.
 GZ0940'ABOUT 3.65 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE COURT HOUSE
 GZ0940'AT LIBERTY, ABOUT 1.0 MILE NORTHWEST OF A CONCRETE BRIDGE OVER
 GZ0940'BRUSH CREEK, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 GZ0940'HEAD WALL OF A 4-FOOT CONCRETE CULVERT, 15 FEET NORTHEAST OF THE
 GZ0940'CENTER LINE OF HIGHWAY, 27 FEET NORTHWEST OF CENTER LINE OF DIM
 GZ0940'ROAD NORTHEAST, AND ABOUT LEVEL WITH HIGHWAY.
 GZ0940
 GZ0940                          STATION RECOVERY (1958)
 GZ0940
 GZ0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1391 ***********************************************************************
 GZ1391  DESIGNATION -  M 212
 GZ1391  PID         -  GZ1391
 GZ1391  STATE/COUNTY-  KY/MARION
 GZ1391  USGS QUAD   -  GRAVEL SWITCH (1953)
 GZ1391
 GZ1391                         *CURRENT SURVEY CONTROL
 GZ1391  ___________________________________________________________________
 GZ1391* NAD 83(1986)-  37 33 29.     (N)    085 06 24.     (W)     SCALED    
 GZ1391* NAVD 88     -       284.012  (meters)     931.80   (feet)  ADJUSTED  
 GZ1391  ___________________________________________________________________
 GZ1391  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GZ1391  DYNAMIC HT  -         283.788 (meters)     931.06  (feet)  COMP
 GZ1391  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 GZ1391
 GZ1391  VERT ORDER  -  SECOND    CLASS 0
 GZ1391
 GZ1391.The horizontal coordinates were scaled from a topographic map and have
 GZ1391.an estimated accuracy of +/- 6 seconds.
 GZ1391
 GZ1391.The orthometric height was determined by differential leveling
 GZ1391.and adjusted by the National Geodetic Survey in June 1991..
 GZ1391
 GZ1391.The geoid height was determined by GEOID03.
 GZ1391
 GZ1391.The dynamic height is computed by dividing the NAVD 88
 GZ1391.geopotential number by the normal gravity value computed on the
 GZ1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1391.degrees latitude (g = 980.6199 gals.).
 GZ1391
 GZ1391.The modeled gravity was interpolated from observed gravity values.
 GZ1391
 GZ1391;                    North         East    Units  Estimated Accuracy
 GZ1391;SPC KY1Z     - 1,136,120.    1,556,840.      MT  (+/- 180 meters Scaled)
 GZ1391
 GZ1391                          SUPERSEDED SURVEY CONTROL
 GZ1391
 GZ1391  NGVD 29 (??/??/92)  284.150  (m)          932.25   (f) ADJ UNCH    2 0
 GZ1391
 GZ1391.Superseded values are not recommended for survey control.
 GZ1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1391.See file dsdata.txt to determine how the superseded data were derived.
 GZ1391
 GZ1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG672584(NAD 83)
 GZ1391_MARKER: DB = BENCH MARK DISK
 GZ1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1391_STAMPING: M 212 1951 932.249
 GZ1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1391+STABILITY: SURFACE MOTION
 GZ1391
 GZ1391  HISTORY     - Date     Condition        Report By
 GZ1391  HISTORY     - 1951     MONUMENTED       CGS
 GZ1391  HISTORY     - 1958     GOOD             NGS
 GZ1391  HISTORY     - 1983     GOOD             KYDT
 GZ1391
 GZ1391                          STATION DESCRIPTION
 GZ1391
 GZ1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1391'0.5 MI SW FROM RILEY.
 GZ1391'ABOUT 0.5 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GZ1391'RAILROAD FROM THE ROAD CROSSING AND POST OFFICE AT RILEY, 245
 GZ1391'FEET NORTHEAST AND ACROSS THE TRACK FROM MILE POST 76, 141 FEET
 GZ1391'NORTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 43.3 FEET
 GZ1391'NORTH-NORTHWEST OF THE NORTH-NORTHWEST RAIL, 62 FEET SOUTHEAST
 GZ1391'OF THE SOUTHEAST CORNER OF A 1 1/2-STORY FARM HOUSE, 1 FOOT WEST
 GZ1391'OF YARD FENCE RUNNING NORTH AND SOUTH, 2 FEET SOUTH OF A WHITE
 GZ1391'WOODEN WITNESS POST, ABOUT 8 FEET BELOW THE TRACK AND SET IN THE
 GZ1391'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1391
 GZ1391                          STATION RECOVERY (1958)
 GZ1391
 GZ1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1391'RECOVERED IN GOOD CONDITION.
 GZ1391
 GZ1391                          STATION RECOVERY (1983)
 GZ1391
 GZ1391'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1391'1 FOOT WEST OF FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0880 ***********************************************************************
 GZ0880  DESIGNATION -  M 213
 GZ0880  PID         -  GZ0880
 GZ0880  STATE/COUNTY-  KY/LINCOLN
 GZ0880  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0880
 GZ0880                         *CURRENT SURVEY CONTROL
 GZ0880  ___________________________________________________________________
 GZ0880* NAD 83(1986)-  37 27 38.     (N)    084 49 48.     (W)     SCALED    
 GZ0880* NAVD 88     -       314.630  (meters)    1032.25   (feet)  ADJUSTED  
 GZ0880  ___________________________________________________________________
 GZ0880  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GZ0880  DYNAMIC HT  -         314.385 (meters)    1031.44  (feet)  COMP
 GZ0880  MODELED GRAV-     979,844.7   (mgal)                       NAVD 88
 GZ0880
 GZ0880  VERT ORDER  -  SECOND    CLASS 0
 GZ0880
 GZ0880.The horizontal coordinates were scaled from a topographic map and have
 GZ0880.an estimated accuracy of +/- 6 seconds.
 GZ0880
 GZ0880.The orthometric height was determined by differential leveling
 GZ0880.and adjusted by the National Geodetic Survey in June 1991..
 GZ0880
 GZ0880.The geoid height was determined by GEOID03.
 GZ0880
 GZ0880.The dynamic height is computed by dividing the NAVD 88
 GZ0880.geopotential number by the normal gravity value computed on the
 GZ0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0880.degrees latitude (g = 980.6199 gals.).
 GZ0880
 GZ0880.The modeled gravity was interpolated from observed gravity values.
 GZ0880
 GZ0880;                    North         East    Units  Estimated Accuracy
 GZ0880;SPC KY1Z     - 1,125,500.    1,581,390.      MT  (+/- 180 meters Scaled)
 GZ0880
 GZ0880                          SUPERSEDED SURVEY CONTROL
 GZ0880
 GZ0880  NGVD 29 (??/??/92)  314.768  (m)         1032.70   (f) ADJ UNCH    2 0
 GZ0880
 GZ0880.Superseded values are not recommended for survey control.
 GZ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0880.See file dsdata.txt to determine how the superseded data were derived.
 GZ0880
 GZ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG919481(NAD 83)
 GZ0880_MARKER: DB = BENCH MARK DISK
 GZ0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0880_STAMPING: M 213 1951 1032.701
 GZ0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0880+STABILITY: SURFACE MOTION
 GZ0880
 GZ0880  HISTORY     - Date     Condition        Report By
 GZ0880  HISTORY     - 1951     MONUMENTED       CGS
 GZ0880  HISTORY     - 1958     GOOD             NGS
 GZ0880  HISTORY     - 1981     GOOD             KYDT
 GZ0880
 GZ0880                          STATION DESCRIPTION
 GZ0880
 GZ0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0880'1.1 MI SW FROM HUSTONVILLE.
 GZ0880'ABOUT 1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE
 GZ0880'INTERSECTION OF STATE HIGHWAY 78 AT HUSTONVILLE, ABOUT 0.1
 GZ0880'MILE SOUTHWEST OF A LARGE 2-STORY FARM HOUSE, 34 FEET NORTHWEST
 GZ0880'OF THE CENTER LINE OF THE HIGHWAY, 92 FEET NORTHEAST OF THE
 GZ0880'NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE
 GZ0880'CULVERT, 1 FOOT SOUTHEAST OF A FENCE LINE, 80 FEET NORTHEAST
 GZ0880'OF A FENCE CORNER AND GATE POST, 2 FEET SOUTHWEST OF A WHITE
 GZ0880'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET
 GZ0880'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  THE MARK
 GZ0880'IS 27 FEET NORTHEAST OF A 16 INCH LOCUST TREE IN FENCE LINE
 GZ0880'AND AT THE SECOND STEEL FENCE NORTHEAST OF THE TREE.
 GZ0880
 GZ0880                          STATION RECOVERY (1958)
 GZ0880
 GZ0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0880'RECOVERED IN GOOD CONDITION.
 GZ0880
 GZ0880                          STATION RECOVERY (1981)
 GZ0880
 GZ0880'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1730 ***********************************************************************
 GZ1730  DESIGNATION -  M 214
 GZ1730  PID         -  GZ1730
 GZ1730  STATE/COUNTY-  KY/TAYLOR
 GZ1730  USGS QUAD   -  MANNSVILLE (1970)
 GZ1730
 GZ1730                         *CURRENT SURVEY CONTROL
 GZ1730  ___________________________________________________________________
 GZ1730* NAD 83(1986)-  37 22 08.     (N)    085 12 19.     (W)     SCALED    
 GZ1730* NAVD 88     -       222.474  (meters)     729.90   (feet)  ADJUSTED  
 GZ1730  ___________________________________________________________________
 GZ1730  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GZ1730  DYNAMIC HT  -         222.296 (meters)     729.32  (feet)  COMP
 GZ1730  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 GZ1730
 GZ1730  VERT ORDER  -  SECOND    CLASS 0
 GZ1730
 GZ1730.The horizontal coordinates were scaled from a topographic map and have
 GZ1730.an estimated accuracy of +/- 6 seconds.
 GZ1730
 GZ1730.The orthometric height was determined by differential leveling
 GZ1730.and adjusted by the National Geodetic Survey in June 1991..
 GZ1730
 GZ1730.The geoid height was determined by GEOID03.
 GZ1730
 GZ1730.The dynamic height is computed by dividing the NAVD 88
 GZ1730.geopotential number by the normal gravity value computed on the
 GZ1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1730.degrees latitude (g = 980.6199 gals.).
 GZ1730
 GZ1730.The modeled gravity was interpolated from observed gravity values.
 GZ1730
 GZ1730;                    North         East    Units  Estimated Accuracy
 GZ1730;SPC KY1Z     - 1,115,070.    1,548,250.      MT  (+/- 180 meters Scaled)
 GZ1730
 GZ1730                          SUPERSEDED SURVEY CONTROL
 GZ1730
 GZ1730  NGVD 29 (??/??/92)  222.612  (m)          730.35   (f) ADJ UNCH    2 0
 GZ1730
 GZ1730.Superseded values are not recommended for survey control.
 GZ1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1730.See file dsdata.txt to determine how the superseded data were derived.
 GZ1730
 GZ1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG589373(NAD 83)
 GZ1730_MARKER: DB = BENCH MARK DISK
 GZ1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1730_STAMPING: M 214 1951 730.353
 GZ1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1730+STABILITY: SURFACE MOTION
 GZ1730
 GZ1730  HISTORY     - Date     Condition        Report By
 GZ1730  HISTORY     - 1951     MONUMENTED       CGS
 GZ1730  HISTORY     - 1958     GOOD             NGS
 GZ1730
 GZ1730                          STATION DESCRIPTION
 GZ1730
 GZ1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1730'0.5 MI SW FROM MANNSVILLE.
 GZ1730'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 70 FROM THE JUNCTION
 GZ1730'OF STATE HIGHWAY 337 AT MANNSVILLE, ABOUT 55 YARDS NORTHEAST
 GZ1730'OF THE TOP OF A GRADE AND JUNCTION OF A DRIVE TO A 2-STORY
 GZ1730'FARM HOUSE, 36 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GZ1730'HIGHWAY, 19 FEET EAST OF A 60-INCH OAK TREE, 26 FEET SOUTH OF
 GZ1730'THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE
 GZ1730'CULVERT UNDER HIGHWAY, 12 FEET NORTH OF THE CENTER LINE OF A
 GZ1730'FIELD ROAD FOLLOWING A CREEK EAST, 2 FEET EAST OF A WHITE
 GZ1730'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE HIGHWAY AND SET IN
 GZ1730'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1730
 GZ1730                          STATION RECOVERY (1958)
 GZ1730
 GZ1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1052 ***********************************************************************
 GZ1052  DESIGNATION -  M 216
 GZ1052  PID         -  GZ1052
 GZ1052  STATE/COUNTY-  KY/PULASKI
 GZ1052  USGS QUAD   -  MINTONVILLE (1976)
 GZ1052
 GZ1052                         *CURRENT SURVEY CONTROL
 GZ1052  ___________________________________________________________________
 GZ1052* NAD 83(1986)-  37 08 37.     (N)    084 50 27.     (W)     SCALED    
 GZ1052* NAVD 88     -       355.620  (meters)    1166.73   (feet)  ADJUSTED  
 GZ1052  ___________________________________________________________________
 GZ1052  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GZ1052  DYNAMIC HT  -         355.326 (meters)    1165.77  (feet)  COMP
 GZ1052  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 GZ1052
 GZ1052  VERT ORDER  -  SECOND    CLASS 0
 GZ1052
 GZ1052.The horizontal coordinates were scaled from a topographic map and have
 GZ1052.an estimated accuracy of +/- 6 seconds.
 GZ1052
 GZ1052.The orthometric height was determined by differential leveling
 GZ1052.and adjusted by the National Geodetic Survey in June 1991..
 GZ1052
 GZ1052.The geoid height was determined by GEOID03.
 GZ1052
 GZ1052.The dynamic height is computed by dividing the NAVD 88
 GZ1052.geopotential number by the normal gravity value computed on the
 GZ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1052.degrees latitude (g = 980.6199 gals.).
 GZ1052
 GZ1052.The modeled gravity was interpolated from observed gravity values.
 GZ1052
 GZ1052;                    North         East    Units  Estimated Accuracy
 GZ1052;SPC KY1Z     - 1,090,320.    1,580,770.      MT  (+/- 180 meters Scaled)
 GZ1052
 GZ1052                          SUPERSEDED SURVEY CONTROL
 GZ1052
 GZ1052  NGVD 29 (??/??/92)  355.743  (m)         1167.13   (f) ADJ UNCH    2 0
 GZ1052
 GZ1052.Superseded values are not recommended for survey control.
 GZ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1052.See file dsdata.txt to determine how the superseded data were derived.
 GZ1052
 GZ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG917129(NAD 83)
 GZ1052_MARKER: DB = BENCH MARK DISK
 GZ1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1052_STAMPING: M 216 1951 1167.133
 GZ1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1052+STABILITY: SURFACE MOTION
 GZ1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GZ1052+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 GZ1052
 GZ1052  HISTORY     - Date     Condition        Report By
 GZ1052  HISTORY     - 1951     MONUMENTED       CGS
 GZ1052  HISTORY     - 1958     GOOD             NGS
 GZ1052  HISTORY     - 1981     GOOD             KYDT
 GZ1052  HISTORY     - 20050503 GOOD             KYDT
 GZ1052
 GZ1052                          STATION DESCRIPTION
 GZ1052
 GZ1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1052'1.8 MI N FROM CAINS STORE.
 GZ1052'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 80 FROM THE POST
 GZ1052'OFFICE AT CAINS STORE, THENCE ABOUT 0.95 MILE NORTHEAST ALONG
 GZ1052'A GRAVEL ROAD LEADING TO MINTONVILLE, AT A FARM GATE INTO A
 GZ1052'CULTIVATED FIELD, ON THE SOUTH SLOPE OF A STEEP HILL, ABOUT
 GZ1052'90 YARDS SOUTH OF TOP OF HILL, 22 FEET EAST OF THE CENTER LINE
 GZ1052'OF THE ROAD, 11 FEET EAST OF THE NORTH END OF AN 18-INCH PIPE
 GZ1052'CULVERT UNDER FARM DRIVE, 9 FEET NORTH OF CENTER OF FARM DRIVE,
 GZ1052'12 FEET SOUTHWEST OF A POWER POLE, 2 FEET WEST OF A FENCE LINE,
 GZ1052'1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 GZ1052'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1052'3 INCHES.
 GZ1052
 GZ1052                          STATION RECOVERY (1958)
 GZ1052
 GZ1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1052'RECOVERED IN GOOD CONDITION.
 GZ1052
 GZ1052                          STATION RECOVERY (1981)
 GZ1052
 GZ1052'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1052'RECOVERED IN GOOD CONDITION.
 GZ1052
 GZ1052                          STATION RECOVERY (2005)
 GZ1052
 GZ1052'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1052'MARK IS 13.2 FEET SOUTHWEST OF A POWER POLE, 8.3 FEET SOUTHEAST OF
 GZ1052'NORTH END OF 18 INCH PIPE UNDER FARM DRIVE, 1 FOOT NORTHWEST OF
 GZ1052'NORTHEAST GATE POST AND METAL WITNESS POST, BURIED 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0958 ***********************************************************************
 GZ0958  DESIGNATION -  M 217
 GZ0958  PID         -  GZ0958
 GZ0958  STATE/COUNTY-  KY/CASEY
 GZ0958  USGS QUAD   -  PHIL (1953)
 GZ0958
 GZ0958                         *CURRENT SURVEY CONTROL
 GZ0958  ___________________________________________________________________
 GZ0958* NAD 83(1986)-  37 14 38.     (N)    084 53 44.     (W)     SCALED    
 GZ0958* NAVD 88     -       256.287  (meters)     840.83   (feet)  ADJUSTED  
 GZ0958  ___________________________________________________________________
 GZ0958  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GZ0958  DYNAMIC HT  -         256.079 (meters)     840.15  (feet)  COMP
 GZ0958  MODELED GRAV-     979,815.2   (mgal)                       NAVD 88
 GZ0958
 GZ0958  VERT ORDER  -  SECOND    CLASS 0
 GZ0958
 GZ0958.The horizontal coordinates were scaled from a topographic map and have
 GZ0958.an estimated accuracy of +/- 6 seconds.
 GZ0958
 GZ0958.The orthometric height was determined by differential leveling
 GZ0958.and adjusted by the National Geodetic Survey in June 1991..
 GZ0958
 GZ0958.The geoid height was determined by GEOID03.
 GZ0958
 GZ0958.The dynamic height is computed by dividing the NAVD 88
 GZ0958.geopotential number by the normal gravity value computed on the
 GZ0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0958.degrees latitude (g = 980.6199 gals.).
 GZ0958
 GZ0958.The modeled gravity was interpolated from observed gravity values.
 GZ0958
 GZ0958;                    North         East    Units  Estimated Accuracy
 GZ0958;SPC KY1Z     - 1,101,400.    1,575,810.      MT  (+/- 180 meters Scaled)
 GZ0958
 GZ0958                          SUPERSEDED SURVEY CONTROL
 GZ0958
 GZ0958  NGVD 29 (??/??/92)  256.420  (m)          841.27   (f) ADJ UNCH    2 0
 GZ0958
 GZ0958.Superseded values are not recommended for survey control.
 GZ0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0958.See file dsdata.txt to determine how the superseded data were derived.
 GZ0958
 GZ0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG866240(NAD 83)
 GZ0958_MARKER: DB = BENCH MARK DISK
 GZ0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0958_STAMPING: M 217 1951 841.271
 GZ0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0958+STABILITY: SURFACE MOTION
 GZ0958
 GZ0958  HISTORY     - Date     Condition        Report By
 GZ0958  HISTORY     - 1951     MONUMENTED       CGS
 GZ0958  HISTORY     - 1958     GOOD             NGS
 GZ0958
 GZ0958                          STATION DESCRIPTION
 GZ0958
 GZ0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0958'1.2 MI SW FROM GILPIN.
 GZ0958'1.15 MILES SOUTHWEST ALONG STATE HIGHWAY 501 FROM THE POST OFFICE
 GZ0958'AT GILPIN, 0.05 MILE SOUTHWEST OF A DRIVE NORTH TO A TAN BRICK
 GZ0958'SIDED HOUSE, 0.05 MILE NORTHEAST OF A DRIVE NORTH TO A FARM HOUSE
 GZ0958'THAT IS ABOUT 100 YARDS NORTH OF ROAD, 52 FEET SOUTH SOUTHWEST OF
 GZ0958'12-INCH HICKORY TREE, 28 FEET NORTHWEST OF THE CENTER LINE OF
 GZ0958'HIGHWAY, 18 FEET NORTH OF THE NORTHWEST END OF AN 18-INCH CONCRETE
 GZ0958'PIPE CULVERT, 10 FEET NORTHEAST OF A WASH THAT WAS A DRIVE TO SAW
 GZ0958'MILL SITE, ABOUT 3 FEET ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0965 ***********************************************************************
 GZ0965  DESIGNATION -  M 218 RESET
 GZ0965  PID         -  GZ0965
 GZ0965  STATE/COUNTY-  KY/CASEY
 GZ0965  USGS QUAD   -  YOSEMITE (1979)
 GZ0965
 GZ0965                         *CURRENT SURVEY CONTROL
 GZ0965  ___________________________________________________________________
 GZ0965* NAD 83(1986)-  37 18 15.     (N)    084 50 56.     (W)     SCALED    
 GZ0965* NAVD 88     -       314.46   (meters)    1031.7    (feet)  RESET     
 GZ0965  ___________________________________________________________________
 GZ0965  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GZ0965
 GZ0965  VERT ORDER  -  THIRD
 GZ0965
 GZ0965.The horizontal coordinates were scaled from a topographic map and have
 GZ0965.an estimated accuracy of +/- 6 seconds.
 GZ0965
 GZ0965.The orthometric height was computed from unverified reset data.
 GZ0965.No vertical observational check was made to the station.
 GZ0965
 GZ0965.The geoid height was determined by GEOID03.
 GZ0965
 GZ0965;                    North         East    Units  Estimated Accuracy
 GZ0965;SPC KY1Z     - 1,108,130.    1,579,880.      MT  (+/- 180 meters Scaled)
 GZ0965
 GZ0965                          SUPERSEDED SURVEY CONTROL
 GZ0965
 GZ0965  NGVD 29 (10/08/05)  314.59   (m)         1032.1    (f) RESET       3  
 GZ0965
 GZ0965.Superseded values are not recommended for survey control.
 GZ0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0965.See file dsdata.txt to determine how the superseded data were derived.
 GZ0965
 GZ0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG906307(NAD 83)
 GZ0965_MARKER: DB = BENCH MARK DISK
 GZ0965_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0965_SP_SET: CULVERT
 GZ0965_STAMPING: M 218 RESET 1957 1032.108
 GZ0965_MARK LOGO: CGS   
 GZ0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0965
 GZ0965  HISTORY     - Date     Condition        Report By
 GZ0965  HISTORY     - 1957     MONUMENTED       CGS
 GZ0965  HISTORY     - 1958     GOOD             CGS
 GZ0965
 GZ0965                          STATION DESCRIPTION
 GZ0965
 GZ0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GZ0965'3.8 MI NE FROM GILPIN.
 GZ0965'3.85 MILES NORTHEAST ALONG STATE HIGHWAY 501 FROM THE POST OFFICE
 GZ0965'AT GILPIN, 0.35 MILE NORTHEAST OF THE TOP OF A GRADE AND
 GZ0965'CROSSROAD, AT THE JUNCTION OF A PRIVATE ROAD WEST, ABOUT 250 FEET
 GZ0965'SOUTH OF THE SOUTHWEST CORNER OF A NEW HOUSE ON A HILL, 48.5 FEET
 GZ0965'SOUTH OF THE CENTER OF A BOARD GATE, 46 FEET SOUTH OF THE CENTER
 GZ0965'OF DRIVE WEST, 19.2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 GZ0965'0.9 FOOT WEST OF A WHITE PLANK FENCE, SET IN THE TOP OF THE SOUTH
 GZ0965'END OF THE WEST HEAD WALL OF CULVERT, AND ABOUT 6 FEET BELOW THE
 GZ0965'LEVEL OF HIGHWAY.  NOTE-- MARK MAY BE REACHED FROM THE JUNCTION
 GZ0965'OF STATE HIGHWAYS 70 AND 198 AND POST OFFICE AT YOSEMITE BY GOING
 GZ0965'1.55 MILES SOUTH ALONG HIGHWAY 70, THENCE 1.9 MILES SOUTHWEST
 GZ0965'ALONG STATE HIGHWAY 501.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1030 ***********************************************************************
 GZ1030  DESIGNATION -  M 219
 GZ1030  PID         -  GZ1030
 GZ1030  STATE/COUNTY-  KY/CASEY
 GZ1030  USGS QUAD   -  MINTONVILLE (1976)
 GZ1030
 GZ1030                         *CURRENT SURVEY CONTROL
 GZ1030  ___________________________________________________________________
 GZ1030* NAD 83(1986)-  37 12 17.     (N)    084 49 00.     (W)     SCALED    
 GZ1030* NAVD 88     -       400.069  (meters)    1312.56   (feet)  ADJUSTED  
 GZ1030  ___________________________________________________________________
 GZ1030  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GZ1030  DYNAMIC HT  -         399.734 (meters)    1311.46  (feet)  COMP
 GZ1030  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GZ1030
 GZ1030  VERT ORDER  -  SECOND    CLASS 0
 GZ1030
 GZ1030.The horizontal coordinates were scaled from a topographic map and have
 GZ1030.an estimated accuracy of +/- 6 seconds.
 GZ1030
 GZ1030.The orthometric height was determined by differential leveling
 GZ1030.and adjusted by the National Geodetic Survey in June 1991..
 GZ1030
 GZ1030.The geoid height was determined by GEOID03.
 GZ1030
 GZ1030.The dynamic height is computed by dividing the NAVD 88
 GZ1030.geopotential number by the normal gravity value computed on the
 GZ1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1030.degrees latitude (g = 980.6199 gals.).
 GZ1030
 GZ1030.The modeled gravity was interpolated from observed gravity values.
 GZ1030
 GZ1030;                    North         East    Units  Estimated Accuracy
 GZ1030;SPC KY1Z     - 1,097,130.    1,582,850.      MT  (+/- 180 meters Scaled)
 GZ1030
 GZ1030                          SUPERSEDED SURVEY CONTROL
 GZ1030
 GZ1030  NGVD 29 (??/??/92)  400.187  (m)         1312.95   (f) ADJ UNCH    2 0
 GZ1030
 GZ1030.Superseded values are not recommended for survey control.
 GZ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1030.See file dsdata.txt to determine how the superseded data were derived.
 GZ1030
 GZ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG937198(NAD 83)
 GZ1030_MARKER: DB = BENCH MARK DISK
 GZ1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1030_STAMPING: M 219 1951 1312.947
 GZ1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1030+STABILITY: SURFACE MOTION
 GZ1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1030+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 GZ1030
 GZ1030  HISTORY     - Date     Condition        Report By
 GZ1030  HISTORY     - 1951     MONUMENTED       CGS
 GZ1030  HISTORY     - 1958     GOOD             NGS
 GZ1030  HISTORY     - 1981     GOOD             KYDT
 GZ1030  HISTORY     - 20050503 GOOD             KYDT
 GZ1030
 GZ1030                          STATION DESCRIPTION
 GZ1030
 GZ1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1030'1.6 MI S FROM GILPIN.
 GZ1030'ABOUT 1.6 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1030'AND CROSSROADS AT ARGYLE, AT THE RESIDENCE OF JOHN ROY, 48 1/2
 GZ1030'FEET WEST OF THE NORTHWEST CORNER OF HOUSE, 34 FEET EAST OF THE
 GZ1030'CENTER LINE OF THE ROAD, 28 1/2 FEET SOUTH AND ACROSS A DRIVE
 GZ1030'FROM THE SOUTHWEST CORNER OF A CONCRETE BLOCK STORM CELLAR,
 GZ1030'28 FEET SOUTH-SOUTHEAST OF A POWER POLE, 12 FEET SOUTH OF THE CENTER
 GZ1030'LINE OF DRIVE, 1 1/2 FEET WEST OF YARD FENCE LINE, 2 FEET
 GZ1030'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE ROAD
 GZ1030'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1030
 GZ1030                          STATION RECOVERY (1958)
 GZ1030
 GZ1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1030'RECOVERED IN GOOD CONDITION.
 GZ1030
 GZ1030                          STATION RECOVERY (1981)
 GZ1030
 GZ1030'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1030'RECOVERED IN GOOD CONDITION.
 GZ1030
 GZ1030                          STATION RECOVERY (2005)
 GZ1030
 GZ1030'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1030'MARK IS 83 FEET WEST OF NORTHWEST CORNER OF A HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0080 ***********************************************************************
 GD0080  DESIGNATION -  M 22
 GD0080  PID         -  GD0080
 GD0080  STATE/COUNTY-  KY/TRIGG
 GD0080  USGS QUAD   -  FENTON (1986)
 GD0080
 GD0080                         *CURRENT SURVEY CONTROL
 GD0080  ___________________________________________________________________
 GD0080* NAD 83(1986)-  36 46 28.     (N)    088 06 27.     (W)     SCALED    
 GD0080* NAVD 88     -       112.839  (meters)     370.21   (feet)  ADJUSTED  
 GD0080  ___________________________________________________________________
 GD0080  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GD0080  DYNAMIC HT  -         112.750 (meters)     369.91  (feet)  COMP
 GD0080  MODELED GRAV-     979,839.6   (mgal)                       NAVD 88
 GD0080
 GD0080  VERT ORDER  -  FIRST     CLASS II
 GD0080
 GD0080.The horizontal coordinates were scaled from a topographic map and have
 GD0080.an estimated accuracy of +/- 6 seconds.
 GD0080
 GD0080.The orthometric height was determined by differential leveling
 GD0080.and adjusted by the National Geodetic Survey in June 1991..
 GD0080
 GD0080.The geoid height was determined by GEOID03.
 GD0080
 GD0080.The dynamic height is computed by dividing the NAVD 88
 GD0080.geopotential number by the normal gravity value computed on the
 GD0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0080.degrees latitude (g = 980.6199 gals.).
 GD0080
 GD0080.The modeled gravity was interpolated from observed gravity values.
 GD0080
 GD0080;                    North         East    Units  Estimated Accuracy
 GD0080;SPC KY1Z     - 1,051,620.    1,289,540.      MT  (+/- 180 meters Scaled)
 GD0080
 GD0080                          SUPERSEDED SURVEY CONTROL
 GD0080
 GD0080  NGVD 29 (??/??/??)  112.899  (m)          370.40   (f) ADJUSTED    1 2
 GD0080
 GD0080.Superseded values are not recommended for survey control.
 GD0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0080.See file dsdata.txt to determine how the superseded data were derived.
 GD0080
 GD0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF011704(NAD 83)
 GD0080_MARKER: DB = BENCH MARK DISK
 GD0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0080_STAMPING: M22 1934
 GD0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0080+STABILITY: SURFACE MOTION
 GD0080
 GD0080  HISTORY     - Date     Condition        Report By
 GD0080  HISTORY     - 1934     MONUMENTED       CGS
 GD0080  HISTORY     - 1946     GOOD             CGS
 GD0080  HISTORY     - 1972     GOOD             NGS
 GD0080
 GD0080                          STATION DESCRIPTION
 GD0080
 GD0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0080'5 MI W FROM GOLDEN POND.
 GD0080'ABOUT 4.95 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0080'AT GOLDEN POND, ABOUT 0.35 MILE EAST OF THE EAST END OF THE
 GD0080'EGGNERS FERRY BRIDGE OVER THE TENNESSEE RIVER, 0.1 MILE SOUTHWEST
 GD0080'OF A TEXACO SERVICE STATION AND TURNERS STORE, 254 FEET WEST OF
 GD0080'THE EAST END OF THE OLD HIGHWAY 68 PAVEMENT (WHERE OLD 68 USED TO
 GD0080'GO TO THE FERRY PRIOR TO BUILDING THE BRIDGE), 133 FEET EAST OF
 GD0080'THE SOUTH END OF A 36 INCH CONCRETE PIPE CULVERT UNDER THE
 GD0080'HIGHWAY, 103 FEET SOUTH AND ACROSS THE OLD HIGHWAY PAVEMENT AND
 GD0080'A GRAVEL ROAD FROM THE CENTER LINE OF U.S. HIGHWAY 68, 40 FEET
 GD0080'SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY PAVEMENT, 11 FEET
 GD0080'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, ABOUT 15 FEET BELOW
 GD0080'THE CENTER LINE OF THE NEW HIGHWAY AND SET IN THE TOP OF A
 GD0080'CONCRETE POST PROJECTING 1 INCH.  *SOME OF THE CONCRETE IS
 GD0080'BROKEN FROM THE NORTHWEST CORNER OF THE CONCRETE POST AND THE
 GD0080'STAMPING IS BATTERED SO THAT THE FIGURES ARE BARELY LEGIBLE.
 GD0080'POST AND DISK ARE BOTH SOLID.  NOTE-- 4.9 MI W VIA HWY 68 FROM
 GD0080'OLD GOLDEN POND.
 GD0080
 GD0080                          STATION RECOVERY (1972)
 GD0080
 GD0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1128 ***********************************************************************
 GZ1128  DESIGNATION -  M 220
 GZ1128  PID         -  GZ1128
 GZ1128  STATE/COUNTY-  KY/PULASKI
 GZ1128  USGS QUAD   -  DELMER (1973)
 GZ1128
 GZ1128                         *CURRENT SURVEY CONTROL
 GZ1128  ___________________________________________________________________
 GZ1128* NAD 83(1986)-  37 02 14.     (N)    084 44 05.     (W)     SCALED    
 GZ1128* NAVD 88     -       293.321  (meters)     962.34   (feet)  ADJUSTED  
 GZ1128  ___________________________________________________________________
 GZ1128  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GZ1128  DYNAMIC HT  -         293.086 (meters)     961.57  (feet)  COMP
 GZ1128  MODELED GRAV-     979,823.6   (mgal)                       NAVD 88
 GZ1128
 GZ1128  VERT ORDER  -  SECOND    CLASS 0
 GZ1128
 GZ1128.The horizontal coordinates were scaled from a topographic map and have
 GZ1128.an estimated accuracy of +/- 6 seconds.
 GZ1128
 GZ1128.The orthometric height was determined by differential leveling
 GZ1128.and adjusted by the National Geodetic Survey in June 1991..
 GZ1128
 GZ1128.The geoid height was determined by GEOID03.
 GZ1128
 GZ1128.The dynamic height is computed by dividing the NAVD 88
 GZ1128.geopotential number by the normal gravity value computed on the
 GZ1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1128.degrees latitude (g = 980.6199 gals.).
 GZ1128
 GZ1128.The modeled gravity was interpolated from observed gravity values.
 GZ1128
 GZ1128;                    North         East    Units  Estimated Accuracy
 GZ1128;SPC KY1Z     - 1,078,610.    1,590,330.      MT  (+/- 180 meters Scaled)
 GZ1128
 GZ1128                          SUPERSEDED SURVEY CONTROL
 GZ1128
 GZ1128  NGVD 29 (??/??/92)  293.469  (m)          962.82   (f) ADJ UNCH    2 0
 GZ1128
 GZ1128.Superseded values are not recommended for survey control.
 GZ1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1128.See file dsdata.txt to determine how the superseded data were derived.
 GZ1128
 GZ1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG014014(NAD 83)
 GZ1128_MARKER: DB = BENCH MARK DISK
 GZ1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1128_STAMPING: M 220 1951 962.823
 GZ1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1128+STABILITY: SURFACE MOTION
 GZ1128
 GZ1128  HISTORY     - Date     Condition        Report By
 GZ1128  HISTORY     - 1951     MONUMENTED       CGS
 GZ1128  HISTORY     - 1958     GOOD             NGS
 GZ1128  HISTORY     - 1984     GOOD             KYDT
 GZ1128
 GZ1128                          STATION DESCRIPTION
 GZ1128
 GZ1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1128'2.2 MI S FROM NANCY.
 GZ1128'ABOUT 2.25 MILES SOUTH ALONG STATE HIGHWAY 235 FROM THE JUNCTION
 GZ1128'OF STATE HIGHWAY 80 AT NANCY, ABOUT 0.55 MILE NORTH OF THE POST
 GZ1128'OFFICE AND CHURCH AT DELMER, AT A PRIVATE ROAD LEADING WEST,
 GZ1128'ABOUT 400 FEET NORTHWEST AND ACROSS HIGHWAY FROM OKALONA SCHOOL
 GZ1128'BUILDING, 29 FEET WEST OF THE CENTER LINE OF HIGHWAY, 15 1/2
 GZ1128'FEET NORTH OF THE CENTER LINE OF ROAD WEST, 36 FEET NORTHWEST
 GZ1128'OF THE CENTER OF JUNCTION, 1 1/2 FEET EAST OF A FENCE LINE, 2
 GZ1128'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 GZ1128'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1128'4 INCHES.
 GZ1128
 GZ1128                          STATION RECOVERY (1958)
 GZ1128
 GZ1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1128'RECOVERED IN GOOD CONDITION.
 GZ1128
 GZ1128                          STATION RECOVERY (1984)
 GZ1128
 GZ1128'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0135 ***********************************************************************
 GB0135  DESIGNATION -  M 221
 GB0135  PID         -  GB0135
 GB0135  STATE/COUNTY-  KY/WHITLEY
 GB0135  USGS QUAD   -  JELLICO WEST (1979)
 GB0135
 GB0135                         *CURRENT SURVEY CONTROL
 GB0135  ___________________________________________________________________
 GB0135* NAD 83(1986)-  36 35 29.     (N)    084 07 37.     (W)     SCALED    
 GB0135* NAVD 88     -       294.045  (meters)     964.71   (feet)  ADJUSTED  
 GB0135  ___________________________________________________________________
 GB0135  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 GB0135  DYNAMIC HT  -         293.790 (meters)     963.88  (feet)  COMP
 GB0135  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 GB0135
 GB0135  VERT ORDER  -  SECOND    CLASS 0
 GB0135
 GB0135.The horizontal coordinates were scaled from a topographic map and have
 GB0135.an estimated accuracy of +/- 6 seconds.
 GB0135
 GB0135.The orthometric height was determined by differential leveling
 GB0135.and adjusted by the National Geodetic Survey in June 1991..
 GB0135
 GB0135.The geoid height was determined by GEOID03.
 GB0135
 GB0135.The dynamic height is computed by dividing the NAVD 88
 GB0135.geopotential number by the normal gravity value computed on the
 GB0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0135.degrees latitude (g = 980.6199 gals.).
 GB0135
 GB0135.The modeled gravity was interpolated from observed gravity values.
 GB0135
 GB0135;                    North         East    Units  Estimated Accuracy
 GB0135;SPC KY1Z     - 1,029,910.    1,645,260.      MT  (+/- 180 meters Scaled)
 GB0135
 GB0135                          SUPERSEDED SURVEY CONTROL
 GB0135
 GB0135  NGVD 29 (??/??/92)  294.190  (m)          965.19   (f) ADJ UNCH    2 0
 GB0135
 GB0135.Superseded values are not recommended for survey control.
 GB0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0135.See file dsdata.txt to determine how the superseded data were derived.
 GB0135
 GB0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF570533(NAD 83)
 GB0135_MARKER: DB = BENCH MARK DISK
 GB0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0135_STAMPING: M 221 1951
 GB0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0135+STABILITY: SURFACE MOTION
 GB0135
 GB0135  HISTORY     - Date     Condition        Report By
 GB0135  HISTORY     - 1951     MONUMENTED       CGS
 GB0135  HISTORY     - 1961     GOOD             NGS
 GB0135
 GB0135                          STATION DESCRIPTION
 GB0135
 GB0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0135'AT JELLICO.
 GB0135'THIS BENCH MARK IS AT THE SOUTHERN RAILWAY STATION IN JELLICO,
 GB0135'ABOUT 6 FT. NORTH OF THE TENNESSEE-KENTUCKY STATE LINE, 12.5
 GB0135'FT. NORTHEAST OF THE NORTHWEST CORNER OF THE STATION, 49 FT.
 GB0135'SOUTH OF THE SOUTHWEST CORNER OF THE RAILWAY EXPRESS OFFICE,
 GB0135'3 FT. SOUTH OF A TELEPHONE POLE, 28.5 FT. EAST OF THE EAST RAIL
 GB0135'OF THE EAST TRACK, AND ABOUT LEVEL WITH THE TRACK.  THE DISK
 GB0135'IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2221 ***********************************************************************
 GZ2221  DESIGNATION -  M 222
 GZ2221  PID         -  GZ2221
 GZ2221  STATE/COUNTY-  KY/GREEN
 GZ2221  USGS QUAD   -  HIBERNIA (1976)
 GZ2221
 GZ2221                         *CURRENT SURVEY CONTROL
 GZ2221  ___________________________________________________________________
 GZ2221* NAD 83(1986)-  37 25 10.     (N)    085 37 02.     (W)     SCALED    
 GZ2221* NAVD 88     -       214.661  (meters)     704.27   (feet)  ADJUSTED  
 GZ2221  ___________________________________________________________________
 GZ2221  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GZ2221  DYNAMIC HT  -         214.495 (meters)     703.72  (feet)  COMP
 GZ2221  MODELED GRAV-     979,850.0   (mgal)                       NAVD 88
 GZ2221
 GZ2221  VERT ORDER  -  SECOND    CLASS 0
 GZ2221
 GZ2221.The horizontal coordinates were scaled from a topographic map and have
 GZ2221.an estimated accuracy of +/- 6 seconds.
 GZ2221
 GZ2221.The orthometric height was determined by differential leveling
 GZ2221.and adjusted by the National Geodetic Survey in June 1991..
 GZ2221
 GZ2221.The geoid height was determined by GEOID03.
 GZ2221
 GZ2221.The dynamic height is computed by dividing the NAVD 88
 GZ2221.geopotential number by the normal gravity value computed on the
 GZ2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2221.degrees latitude (g = 980.6199 gals.).
 GZ2221
 GZ2221.The modeled gravity was interpolated from observed gravity values.
 GZ2221
 GZ2221;                    North         East    Units  Estimated Accuracy
 GZ2221;SPC KY1Z     - 1,120,550.    1,511,750.      MT  (+/- 180 meters Scaled)
 GZ2221
 GZ2221                          SUPERSEDED SURVEY CONTROL
 GZ2221
 GZ2221  NGVD 29 (??/??/92)  214.792  (m)          704.70   (f) ADJ UNCH    2 0
 GZ2221
 GZ2221.Superseded values are not recommended for survey control.
 GZ2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2221.See file dsdata.txt to determine how the superseded data were derived.
 GZ2221
 GZ2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG223423(NAD 83)
 GZ2221_MARKER: DB = BENCH MARK DISK
 GZ2221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2221_SP_SET: CULVERT
 GZ2221_STAMPING: M 222 1951
 GZ2221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2221
 GZ2221  HISTORY     - Date     Condition        Report By
 GZ2221  HISTORY     - 1951     MONUMENTED       CGS
 GZ2221  HISTORY     - 1982     GOOD             KYDT
 GZ2221
 GZ2221                          STATION DESCRIPTION
 GZ2221
 GZ2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2221'1.7 MI E FROM CREAL.
 GZ2221'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE POST
 GZ2221'OFFICE AT CREAL, THENCE ABOUT 0.5 MILE NORTHEAST ALONG A GRAVEL
 GZ2221'ROAD, AT THE JUNCTION OF A PRIVATE ROAD NORTH, SET IN THE TOP OF
 GZ2221'THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 10-FOOT ROCK
 GZ2221'CULVERT, 14 FEET NORTHWET OF THE CENTER LINE OF THE ROAD, 20
 GZ2221'FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD AND ABOUT 1/2
 GZ2221'FOOT BELOW THE ROAD.
 GZ2221
 GZ2221                          STATION RECOVERY (1982)
 GZ2221
 GZ2221'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2219 ***********************************************************************
 GZ2219  DESIGNATION -  M 223
 GZ2219  PID         -  GZ2219
 GZ2219  STATE/COUNTY-  KY/TAYLOR
 GZ2219  USGS QUAD   -  HIBERNIA (1976)
 GZ2219
 GZ2219                         *CURRENT SURVEY CONTROL
 GZ2219  ___________________________________________________________________
 GZ2219* NAD 83(1986)-  37 25 40.     (N)    085 31 28.     (W)     SCALED    
 GZ2219* NAVD 88     -       272.421  (meters)     893.77   (feet)  ADJUSTED  
 GZ2219  ___________________________________________________________________
 GZ2219  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GZ2219  DYNAMIC HT  -         272.210 (meters)     893.08  (feet)  COMP
 GZ2219  MODELED GRAV-     979,846.0   (mgal)                       NAVD 88
 GZ2219
 GZ2219  VERT ORDER  -  SECOND    CLASS 0
 GZ2219
 GZ2219.The horizontal coordinates were scaled from a topographic map and have
 GZ2219.an estimated accuracy of +/- 6 seconds.
 GZ2219
 GZ2219.The orthometric height was determined by differential leveling
 GZ2219.and adjusted by the National Geodetic Survey in June 1991..
 GZ2219
 GZ2219.The geoid height was determined by GEOID03.
 GZ2219
 GZ2219.The dynamic height is computed by dividing the NAVD 88
 GZ2219.geopotential number by the normal gravity value computed on the
 GZ2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2219.degrees latitude (g = 980.6199 gals.).
 GZ2219
 GZ2219.The modeled gravity was interpolated from observed gravity values.
 GZ2219
 GZ2219;                    North         East    Units  Estimated Accuracy
 GZ2219;SPC KY1Z     - 1,121,490.    1,519,960.      MT  (+/- 180 meters Scaled)
 GZ2219
 GZ2219                          SUPERSEDED SURVEY CONTROL
 GZ2219
 GZ2219  NGVD 29 (??/??/92)  272.555  (m)          894.21   (f) ADJ UNCH    2 0
 GZ2219
 GZ2219.Superseded values are not recommended for survey control.
 GZ2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2219.See file dsdata.txt to determine how the superseded data were derived.
 GZ2219
 GZ2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG305433(NAD 83)
 GZ2219_MARKER: DB = BENCH MARK DISK
 GZ2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2219_STAMPING: M 223 1951
 GZ2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2219+STABILITY: SURFACE MOTION
 GZ2219
 GZ2219  HISTORY     - Date     Condition        Report By
 GZ2219  HISTORY     - 1951     MONUMENTED       CGS
 GZ2219  HISTORY     - 1982     GOOD             KYDT
 GZ2219
 GZ2219                          STATION DESCRIPTION
 GZ2219
 GZ2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2219'1.9 MI SE FROM BADGER.
 GZ2219'ABOUT 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 210 FROM THE
 GZ2219'JUNCTION OF STATE HIGHWAY 462 AT BADGER, ABOUT 1.0 MILE
 GZ2219'NORTHWEST OF A 75-FOOT CONCRETE BRIDGE, AT THE JUNCTION OF A
 GZ2219'PRIVATE ROAD EAST, 30 FEET NORTHEAST OF THE CENTER LINE OF THE
 GZ2219'HIGHWAY, 14 FEET NORTH OF THE CENTER LINE OF THE PRIVATE ROAD,
 GZ2219'34 FEET NORTH AND ACROSS THE PRIVATE ROAD FROM THE NORTHEAST END
 GZ2219'OF A 24-INCH PIPE CULVERT UNDER HIGHWAY, 1 FOOT SOUTHWEST OF A
 GZ2219'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ2219'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ2219'PROJECTING 3 INCHES.
 GZ2219
 GZ2219                          STATION RECOVERY (1982)
 GZ2219
 GZ2219'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1567 ***********************************************************************
 GZ1567  DESIGNATION -  M 224
 GZ1567  PID         -  GZ1567
 GZ1567  STATE/COUNTY-  KY/TAYLOR
 GZ1567  USGS QUAD   -  SALOMA (1961)
 GZ1567
 GZ1567                         *CURRENT SURVEY CONTROL
 GZ1567  ___________________________________________________________________
 GZ1567* NAD 83(1986)-  37 22 32.     (N)    085 29 19.     (W)     SCALED    
 GZ1567* NAVD 88     -       250.305  (meters)     821.21   (feet)  ADJUSTED  
 GZ1567  ___________________________________________________________________
 GZ1567  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GZ1567  DYNAMIC HT  -         250.110 (meters)     820.57  (feet)  COMP
 GZ1567  MODELED GRAV-     979,844.5   (mgal)                       NAVD 88
 GZ1567
 GZ1567  VERT ORDER  -  SECOND    CLASS 0
 GZ1567
 GZ1567.The horizontal coordinates were scaled from a topographic map and have
 GZ1567.an estimated accuracy of +/- 6 seconds.
 GZ1567
 GZ1567.The orthometric height was determined by differential leveling
 GZ1567.and adjusted by the National Geodetic Survey in June 1991..
 GZ1567
 GZ1567.The geoid height was determined by GEOID03.
 GZ1567
 GZ1567.The dynamic height is computed by dividing the NAVD 88
 GZ1567.geopotential number by the normal gravity value computed on the
 GZ1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1567.degrees latitude (g = 980.6199 gals.).
 GZ1567
 GZ1567.The modeled gravity was interpolated from observed gravity values.
 GZ1567
 GZ1567;                    North         East    Units  Estimated Accuracy
 GZ1567;SPC KY1Z     - 1,115,700.    1,523,150.      MT  (+/- 180 meters Scaled)
 GZ1567
 GZ1567                          SUPERSEDED SURVEY CONTROL
 GZ1567
 GZ1567  NGVD 29 (??/??/92)  250.442  (m)          821.66   (f) ADJ UNCH    2 0
 GZ1567
 GZ1567.Superseded values are not recommended for survey control.
 GZ1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1567.See file dsdata.txt to determine how the superseded data were derived.
 GZ1567
 GZ1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG338376(NAD 83)
 GZ1567_MARKER: DB = BENCH MARK DISK
 GZ1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1567_STAMPING: M 224 1951
 GZ1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1567+STABILITY: SURFACE MOTION
 GZ1567
 GZ1567  HISTORY     - Date     Condition        Report By
 GZ1567  HISTORY     - 1951     MONUMENTED       CGS
 GZ1567
 GZ1567                          STATION DESCRIPTION
 GZ1567
 GZ1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1567'2.8 MI NW FROM BENGAL.
 GZ1567'ABOUT 2.85 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE FRIENDSHIP
 GZ1567'BAPTIST CHURCH AT BENGAL, ABOUT 2.1 MILES SOUTHEAST OF THE
 GZ1567'CROSSROADS AND POST OFFICE AT MAC, ABOUT 0.15 MILE SOUTHEAST OF A
 GZ1567'CEMETERY, ABOUT 0.25 MILE SOUTHEAST OF THE JUNCTION OF A ROAD
 GZ1567'NORTHEAST, SET AT THE JUNCTION OF A DRIVE EAST TO A FIELD, 20 FEET
 GZ1567'EAST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTH OF THE CENTER
 GZ1567'LINE OF THE DRIVE, 2 1/2 FEET NORTH OF A FENCE CORNER, 6 FEET
 GZ1567'EAST OF THE NORTH END OF AN 18-INCH PIPE CULVERT UNDER DRIVE, 1
 GZ1567'FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 GZ1567'POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GZ1567'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1548 ***********************************************************************
 GZ1548  DESIGNATION -  M 225
 GZ1548  PID         -  GZ1548
 GZ1548  STATE/COUNTY-  KY/TAYLOR
 GZ1548  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ1548
 GZ1548                         *CURRENT SURVEY CONTROL
 GZ1548  ___________________________________________________________________
 GZ1548* NAD 83(1986)-  37 21 24.     (N)    085 19 16.     (W)     SCALED    
 GZ1548* NAVD 88     -       260.875  (meters)     855.89   (feet)  ADJUSTED  
 GZ1548  ___________________________________________________________________
 GZ1548  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GZ1548  DYNAMIC HT  -         260.668 (meters)     855.21  (feet)  COMP
 GZ1548  MODELED GRAV-     979,829.8   (mgal)                       NAVD 88
 GZ1548
 GZ1548  VERT ORDER  -  SECOND    CLASS 0
 GZ1548
 GZ1548.The horizontal coordinates were scaled from a topographic map and have
 GZ1548.an estimated accuracy of +/- 6 seconds.
 GZ1548
 GZ1548.The orthometric height was determined by differential leveling
 GZ1548.and adjusted by the National Geodetic Survey in June 1991..
 GZ1548
 GZ1548.The geoid height was determined by GEOID03.
 GZ1548
 GZ1548.The dynamic height is computed by dividing the NAVD 88
 GZ1548.geopotential number by the normal gravity value computed on the
 GZ1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1548.degrees latitude (g = 980.6199 gals.).
 GZ1548
 GZ1548.The modeled gravity was interpolated from observed gravity values.
 GZ1548
 GZ1548;                    North         East    Units  Estimated Accuracy
 GZ1548;SPC KY1Z     - 1,113,660.    1,538,000.      MT  (+/- 180 meters Scaled)
 GZ1548
 GZ1548                          SUPERSEDED SURVEY CONTROL
 GZ1548
 GZ1548  NGVD 29 (??/??/92)  261.011  (m)          856.33   (f) ADJ UNCH    2 0
 GZ1548
 GZ1548.Superseded values are not recommended for survey control.
 GZ1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1548.See file dsdata.txt to determine how the superseded data were derived.
 GZ1548
 GZ1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG486357(NAD 83)
 GZ1548_MARKER: DB = BENCH MARK DISK
 GZ1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1548_STAMPING: M 225 1951
 GZ1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1548+STABILITY: SURFACE MOTION
 GZ1548
 GZ1548  HISTORY     - Date     Condition        Report By
 GZ1548  HISTORY     - 1951     MONUMENTED       CGS
 GZ1548
 GZ1548                          STATION DESCRIPTION
 GZ1548
 GZ1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1548'1.6 MI NE FROM CAMPBELLSVILLE.
 GZ1548'ABOUT 1.65 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GZ1548'RAILROAD FROM THE STATION AT CAMPBELLSVILLE, AT A GRAVEL ROAD
 GZ1548'CROSSING AND AT MILE POST 85, 33 FEET SOUTHEAST OF THE SOUTHEAST
 GZ1548'RAIL, 25 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVEL
 GZ1548'ROAD, 67 FEET EAST AND ACROSS TRACK AND ROAD FROM MILE POST
 GZ1548'85, 2 FEET NORTHEAST OF A POWER POLE, 1 FOOT SOUTHEAST OF A
 GZ1548'FENCE LINE, 3 FEET BELOW THE TRACK AND SET IN THE TOP OF A
 GZ1548'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2139 ***********************************************************************
 GZ2139  DESIGNATION -  M 226
 GZ2139  PID         -  GZ2139
 GZ2139  STATE/COUNTY-  KY/GREEN
 GZ2139  USGS QUAD   -  EXIE (1987)
 GZ2139
 GZ2139                         *CURRENT SURVEY CONTROL
 GZ2139  ___________________________________________________________________
 GZ2139* NAD 83(1986)-  37 12 03.     (N)    085 32 44.     (W)     SCALED    
 GZ2139* NAVD 88     -       243.368  (meters)     798.45   (feet)  ADJUSTED  
 GZ2139  ___________________________________________________________________
 GZ2139  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GZ2139  DYNAMIC HT  -         243.179 (meters)     797.83  (feet)  COMP
 GZ2139  MODELED GRAV-     979,850.7   (mgal)                       NAVD 88
 GZ2139
 GZ2139  VERT ORDER  -  SECOND    CLASS 0
 GZ2139
 GZ2139.The horizontal coordinates were scaled from a topographic map and have
 GZ2139.an estimated accuracy of +/- 6 seconds.
 GZ2139
 GZ2139.The orthometric height was determined by differential leveling
 GZ2139.and adjusted by the National Geodetic Survey in June 1991..
 GZ2139
 GZ2139.The geoid height was determined by GEOID03.
 GZ2139
 GZ2139.The dynamic height is computed by dividing the NAVD 88
 GZ2139.geopotential number by the normal gravity value computed on the
 GZ2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2139.degrees latitude (g = 980.6199 gals.).
 GZ2139
 GZ2139.The modeled gravity was interpolated from observed gravity values.
 GZ2139
 GZ2139;                    North         East    Units  Estimated Accuracy
 GZ2139;SPC KY1Z     - 1,096,300.    1,518,150.      MT  (+/- 180 meters Scaled)
 GZ2139
 GZ2139                          SUPERSEDED SURVEY CONTROL
 GZ2139
 GZ2139  NGVD 29 (??/??/92)  243.514  (m)          798.93   (f) ADJ UNCH    2 0
 GZ2139
 GZ2139.Superseded values are not recommended for survey control.
 GZ2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2139.See file dsdata.txt to determine how the superseded data were derived.
 GZ2139
 GZ2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG290181(NAD 83)
 GZ2139_MARKER: DB = BENCH MARK DISK
 GZ2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2139_STAMPING: M 226 1951
 GZ2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2139+STABILITY: SURFACE MOTION
 GZ2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2139+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 GZ2139
 GZ2139  HISTORY     - Date     Condition        Report By
 GZ2139  HISTORY     - 1951     MONUMENTED       CGS
 GZ2139  HISTORY     - 20010425 GOOD             KYDT
 GZ2139
 GZ2139                          STATION DESCRIPTION
 GZ2139
 GZ2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2139'5.4 MI SW FROM GREENSBURG.
 GZ2139'ABOUT 5.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 68 FROM THE OLD
 GZ2139'COURT HOUSE AT GREENSBURG, ABOUT 0.2 MILE SOUTH OF A CEMETERY,
 GZ2139'AT THE NORTHEAST CORNER OF THE GROUNDS OF MT. LEBANON METHODIST
 GZ2139'CHURCH AND AT THE SOUTHEAST CORNER OF A LARGE FIELD, AT THE NORTH
 GZ2139'END OF A CUT, 31 FEET WEST OF THE CENTER LINE OF HIGHWAY, 155 FEET
 GZ2139'NORTH OF THE NORTHEAST CORNER OF CHURCH, 7 FEET NORTH OF AN
 GZ2139'18-INCH POPLAR TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 GZ2139'ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GZ2139'POST PROJECTING 6 INCHES.
 GZ2139
 GZ2139                          STATION RECOVERY (2001)
 GZ2139
 GZ2139'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2139'MARK IS 7 FEET NORTH OF A 28 INCH POPLAR TREE AND 4 FEET WEST OF A
 GZ2139'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1426 ***********************************************************************
 GZ1426  DESIGNATION -  M 227
 GZ1426  PID         -  GZ1426
 GZ1426  STATE/COUNTY-  KY/MARION
 GZ1426  USGS QUAD   -  LEBANON WEST (1994)
 GZ1426
 GZ1426                         *CURRENT SURVEY CONTROL
 GZ1426  ___________________________________________________________________
 GZ1426* NAD 83(1986)-  37 33 22.     (N)    085 21 29.     (W)     SCALED    
 GZ1426* NAVD 88     -       195.652  (meters)     641.90   (feet)  ADJUSTED  
 GZ1426  ___________________________________________________________________
 GZ1426  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GZ1426  DYNAMIC HT  -         195.499 (meters)     641.40  (feet)  COMP
 GZ1426  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 GZ1426
 GZ1426  VERT ORDER  -  SECOND    CLASS 0
 GZ1426
 GZ1426.The horizontal coordinates were scaled from a topographic map and have
 GZ1426.an estimated accuracy of +/- 6 seconds.
 GZ1426
 GZ1426.The orthometric height was determined by differential leveling
 GZ1426.and adjusted by the National Geodetic Survey in June 1991..
 GZ1426
 GZ1426.The geoid height was determined by GEOID03.
 GZ1426
 GZ1426.The dynamic height is computed by dividing the NAVD 88
 GZ1426.geopotential number by the normal gravity value computed on the
 GZ1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1426.degrees latitude (g = 980.6199 gals.).
 GZ1426
 GZ1426.The modeled gravity was interpolated from observed gravity values.
 GZ1426
 GZ1426;                    North         East    Units  Estimated Accuracy
 GZ1426;SPC KY1Z     - 1,135,780.    1,534,630.      MT  (+/- 180 meters Scaled)
 GZ1426
 GZ1426                          SUPERSEDED SURVEY CONTROL
 GZ1426
 GZ1426  NGVD 29 (??/??/92)  195.788  (m)          642.35   (f) ADJ UNCH    2 0
 GZ1426
 GZ1426.Superseded values are not recommended for survey control.
 GZ1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1426.See file dsdata.txt to determine how the superseded data were derived.
 GZ1426
 GZ1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG450578(NAD 83)
 GZ1426_MARKER: DB = BENCH MARK DISK
 GZ1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1426_STAMPING: M 227 1951
 GZ1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1426+STABILITY: SURFACE MOTION
 GZ1426
 GZ1426  HISTORY     - Date     Condition        Report By
 GZ1426  HISTORY     - 1951     MONUMENTED       CGS
 GZ1426
 GZ1426                          STATION DESCRIPTION
 GZ1426
 GZ1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1426'2 MI S FROM SAINT MARY.
 GZ1426'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 84 FROM THE INTERSECTION
 GZ1426'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT SAINT MARY, THENCE ABOUT
 GZ1426'0.35 MILE SOUTH ALONG A GRAVEL ROAD LEADING TO SAINT JOSEPH,
 GZ1426'AT THE JUNCTION OF A ROAD SOUTHEAST, 27 FEET EAST OF THE CENTER
 GZ1426'LINE OF ROAD, 16 FEET SOUTHWEST OF THE CENTER LINE OF ROAD
 GZ1426'SOUTHEAST, 16 FEET SOUTHEAST OF THE SOUTH END OF A 12-INCH
 GZ1426'PIPE CULVERT UNDER ROAD SOUTHEAST, 1 1/2 FEET SOUTHWEST OF A
 GZ1426'FENCE CORNER, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3
 GZ1426'FEET ABOVE THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 GZ1426'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1986 ***********************************************************************
 GZ1986  DESIGNATION -  M 228
 GZ1986  PID         -  GZ1986
 GZ1986  STATE/COUNTY-  KY/GREEN
 GZ1986  USGS QUAD   -  HUDGINS (1961)
 GZ1986
 GZ1986                         *CURRENT SURVEY CONTROL
 GZ1986  ___________________________________________________________________
 GZ1986* NAD 83(1986)-  37 20 44.     (N)    085 38 43.     (W)     SCALED    
 GZ1986* NAVD 88     -       221.377  (meters)     726.30   (feet)  ADJUSTED  
 GZ1986  ___________________________________________________________________
 GZ1986  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GZ1986  DYNAMIC HT  -         221.207 (meters)     725.74  (feet)  COMP
 GZ1986  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 GZ1986
 GZ1986  VERT ORDER  -  SECOND    CLASS 0
 GZ1986
 GZ1986.The horizontal coordinates were scaled from a topographic map and have
 GZ1986.an estimated accuracy of +/- 6 seconds.
 GZ1986
 GZ1986.The orthometric height was determined by differential leveling
 GZ1986.and adjusted by the National Geodetic Survey in June 1991..
 GZ1986
 GZ1986.The geoid height was determined by GEOID03.
 GZ1986
 GZ1986.The dynamic height is computed by dividing the NAVD 88
 GZ1986.geopotential number by the normal gravity value computed on the
 GZ1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1986.degrees latitude (g = 980.6199 gals.).
 GZ1986
 GZ1986.The modeled gravity was interpolated from observed gravity values.
 GZ1986
 GZ1986;                    North         East    Units  Estimated Accuracy
 GZ1986;SPC KY1Z     - 1,112,350.    1,509,280.      MT  (+/- 180 meters Scaled)
 GZ1986
 GZ1986                          SUPERSEDED SURVEY CONTROL
 GZ1986
 GZ1986  NGVD 29 (??/??/92)  221.513  (m)          726.75   (f) ADJ UNCH    2 0
 GZ1986
 GZ1986.Superseded values are not recommended for survey control.
 GZ1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1986.See file dsdata.txt to determine how the superseded data were derived.
 GZ1986
 GZ1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG199340(NAD 83)
 GZ1986_MARKER: DB = BENCH MARK DISK
 GZ1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1986_STAMPING: M 228 1951
 GZ1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1986+STABILITY: SURFACE MOTION
 GZ1986
 GZ1986  HISTORY     - Date     Condition        Report By
 GZ1986  HISTORY     - 1951     MONUMENTED       CGS
 GZ1986
 GZ1986                          STATION DESCRIPTION
 GZ1986
 GZ1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1986'2.1 MI E FROM HUDGINS.
 GZ1986'ABOUT 2.1 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1986'AND ROAD JUNCTION AT HUDGINS, ABOUT 0.75 MILE WEST OF A
 GZ1986'CROSSROAD, ABOUT 0.45 MILE EAST OF A ROAD LEADING SOUTH, ABOUT
 GZ1986'0.15 MILE WEST OF POST OFFICE LOBB WHICH IS IN A PRIVATE HOME, ON
 GZ1986'THE TOP OF A SHORT STEEP GRADE AND AT THE JUNCTION OF A DRIVE
 GZ1986'NORTHWEST TO A WHITE FARM HOUSE, 28 FEET SOUTH OF CENTER LINE
 GZ1986'OF ROAD AT CENTER OF JUNCTION, 3 1/2 FEET NORTHWEST OF A FENCE
 GZ1986'CORNER, 2 FEET NORTH OF A FENCE LINE, ABOUT LEVEL WITH THE
 GZ1986'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2143 ***********************************************************************
 GZ2143  DESIGNATION -  M 229
 GZ2143  PID         -  GZ2143
 GZ2143  STATE/COUNTY-  KY/GREEN
 GZ2143  USGS QUAD   -  EXIE (1987)
 GZ2143
 GZ2143                         *CURRENT SURVEY CONTROL
 GZ2143  ___________________________________________________________________
 GZ2143* NAD 83(1986)-  37 09 40.     (N)    085 32 07.     (W)     SCALED    
 GZ2143* NAVD 88     -       243.886  (meters)     800.15   (feet)  ADJUSTED  
 GZ2143  ___________________________________________________________________
 GZ2143  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GZ2143  DYNAMIC HT  -         243.695 (meters)     799.52  (feet)  COMP
 GZ2143  MODELED GRAV-     979,844.9   (mgal)                       NAVD 88
 GZ2143
 GZ2143  VERT ORDER  -  SECOND    CLASS 0
 GZ2143
 GZ2143.The horizontal coordinates were scaled from a topographic map and have
 GZ2143.an estimated accuracy of +/- 6 seconds.
 GZ2143
 GZ2143.The orthometric height was determined by differential leveling
 GZ2143.and adjusted by the National Geodetic Survey in June 1991..
 GZ2143
 GZ2143.The geoid height was determined by GEOID03.
 GZ2143
 GZ2143.The dynamic height is computed by dividing the NAVD 88
 GZ2143.geopotential number by the normal gravity value computed on the
 GZ2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2143.degrees latitude (g = 980.6199 gals.).
 GZ2143
 GZ2143.The modeled gravity was interpolated from observed gravity values.
 GZ2143
 GZ2143;                    North         East    Units  Estimated Accuracy
 GZ2143;SPC KY1Z     - 1,091,890.    1,519,070.      MT  (+/- 180 meters Scaled)
 GZ2143
 GZ2143                          SUPERSEDED SURVEY CONTROL
 GZ2143
 GZ2143  NGVD 29 (??/??/92)  244.031  (m)          800.62   (f) ADJ UNCH    2 0
 GZ2143
 GZ2143.Superseded values are not recommended for survey control.
 GZ2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2143.See file dsdata.txt to determine how the superseded data were derived.
 GZ2143
 GZ2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG300137(NAD 83)
 GZ2143_MARKER: DB = BENCH MARK DISK
 GZ2143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ2143_SP_SET: CULVERT
 GZ2143_STAMPING: M 229 1951
 GZ2143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2143+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 GZ2143
 GZ2143  HISTORY     - Date     Condition        Report By
 GZ2143  HISTORY     - 1951     MONUMENTED       CGS
 GZ2143  HISTORY     - 20010425 GOOD             KYDT
 GZ2143
 GZ2143                          STATION DESCRIPTION
 GZ2143
 GZ2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2143'AT EXIE.
 GZ2143'AT EXIE, ALONG U.S. HIGHWAY 68, ABOUT 45 YARDS NORTHEAST OF THE
 GZ2143'NORTHEAST CORNER OF THE BAPTIST CHURCH, SET IN THE TOP OF THE
 GZ2143'SOUTH END OF THE WEST HEAD WALL OF AN 18-FOOT CONCRETE CULVERT,
 GZ2143'13 FEET WEST OF THE CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH
 GZ2143'HIGHWAY.
 GZ2143
 GZ2143                          STATION RECOVERY (2001)
 GZ2143
 GZ2143'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1863 ***********************************************************************
 GZ1863  DESIGNATION -  M 230
 GZ1863  PID         -  GZ1863
 GZ1863  STATE/COUNTY-  KY/CASEY
 GZ1863  USGS QUAD   -  DUNNVILLE (1970)
 GZ1863
 GZ1863                         *CURRENT SURVEY CONTROL
 GZ1863  ___________________________________________________________________
 GZ1863* NAD 83(1986)-  37 14 36.     (N)    085 00 54.     (W)     SCALED    
 GZ1863* NAVD 88     -       310.521  (meters)    1018.77   (feet)  ADJUSTED  
 GZ1863  ___________________________________________________________________
 GZ1863  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GZ1863  DYNAMIC HT  -         310.272 (meters)    1017.95  (feet)  COMP
 GZ1863  MODELED GRAV-     979,820.8   (mgal)                       NAVD 88
 GZ1863
 GZ1863  VERT ORDER  -  SECOND    CLASS 0
 GZ1863
 GZ1863.The horizontal coordinates were scaled from a topographic map and have
 GZ1863.an estimated accuracy of +/- 6 seconds.
 GZ1863
 GZ1863.The orthometric height was determined by differential leveling
 GZ1863.and adjusted by the National Geodetic Survey in June 1991..
 GZ1863
 GZ1863.The geoid height was determined by GEOID03.
 GZ1863
 GZ1863.The dynamic height is computed by dividing the NAVD 88
 GZ1863.geopotential number by the normal gravity value computed on the
 GZ1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1863.degrees latitude (g = 980.6199 gals.).
 GZ1863
 GZ1863.The modeled gravity was interpolated from observed gravity values.
 GZ1863
 GZ1863;                    North         East    Units  Estimated Accuracy
 GZ1863;SPC KY1Z     - 1,101,250.    1,565,210.      MT  (+/- 180 meters Scaled)
 GZ1863
 GZ1863                          SUPERSEDED SURVEY CONTROL
 GZ1863
 GZ1863  NGVD 29 (??/??/92)  310.660  (m)         1019.22   (f) ADJ UNCH    2 0
 GZ1863
 GZ1863.Superseded values are not recommended for survey control.
 GZ1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1863.See file dsdata.txt to determine how the superseded data were derived.
 GZ1863
 GZ1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG760237(NAD 83)
 GZ1863_MARKER: DB = BENCH MARK DISK
 GZ1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1863_STAMPING: M 230 1951 1019.224
 GZ1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1863+STABILITY: SURFACE MOTION
 GZ1863
 GZ1863  HISTORY     - Date     Condition        Report By
 GZ1863  HISTORY     - 1951     MONUMENTED       CGS
 GZ1863  HISTORY     - 1958     GOOD             NGS
 GZ1863
 GZ1863                          STATION DESCRIPTION
 GZ1863
 GZ1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1863'0.9 MI SE FROM RHEBER.
 GZ1863'ABOUT 0.9 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 GZ1863'ROAD SOUTH AND ABELLS STORE AT RHEBER, 34 FEET NORTHEAST OF THE
 GZ1863'CENTER LINE OF ROAD, 28 FEET SOUTHEAST OF THE CENTER LINE OF A
 GZ1863'FIELD ROAD LEADING NORTHEAST, 126 FEET EAST AND ACROSS ROAD FROM
 GZ1863'THE EAST CORNER OF A FARM HOUSE WITH ASBESTOS SIDING, 16 FEET
 GZ1863'NORTHEAST OF BEING IN LINE WITH R/W FENCE LINE, 2 FEET WEST OF
 GZ1863'A RECEDING FENCE LINE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 GZ1863'POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GZ1863'POST PROJECTING 3 INCHES.
 GZ1863
 GZ1863                          STATION RECOVERY (1958)
 GZ1863
 GZ1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1116 ***********************************************************************
 GZ1116  DESIGNATION -  M 231
 GZ1116  PID         -  GZ1116
 GZ1116  STATE/COUNTY-  KY/PULASKI
 GZ1116  USGS QUAD   -  DELMER (1973)
 GZ1116
 GZ1116                         *CURRENT SURVEY CONTROL
 GZ1116  ___________________________________________________________________
 GZ1116* NAD 83(1986)-  37 01 53.     (N)    084 38 36.     (W)     SCALED    
 GZ1116* NAVD 88     -       300.242  (meters)     985.04   (feet)  ADJUSTED  
 GZ1116  ___________________________________________________________________
 GZ1116  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GZ1116  DYNAMIC HT  -         300.007 (meters)     984.27  (feet)  COMP
 GZ1116  MODELED GRAV-     979,838.7   (mgal)                       NAVD 88
 GZ1116
 GZ1116  VERT ORDER  -  SECOND    CLASS 0
 GZ1116
 GZ1116.The horizontal coordinates were scaled from a topographic map and have
 GZ1116.an estimated accuracy of +/- 6 seconds.
 GZ1116
 GZ1116.The orthometric height was determined by differential leveling
 GZ1116.and adjusted by the National Geodetic Survey in June 1991..
 GZ1116
 GZ1116.The geoid height was determined by GEOID03.
 GZ1116
 GZ1116.The dynamic height is computed by dividing the NAVD 88
 GZ1116.geopotential number by the normal gravity value computed on the
 GZ1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1116.degrees latitude (g = 980.6199 gals.).
 GZ1116
 GZ1116.The modeled gravity was interpolated from observed gravity values.
 GZ1116
 GZ1116;                    North         East    Units  Estimated Accuracy
 GZ1116;SPC KY1Z     - 1,078,060.    1,598,470.      MT  (+/- 180 meters Scaled)
 GZ1116
 GZ1116                          SUPERSEDED SURVEY CONTROL
 GZ1116
 GZ1116  NGVD 29 (??/??/92)  300.407  (m)          985.59   (f) ADJ UNCH    2 0
 GZ1116
 GZ1116.Superseded values are not recommended for survey control.
 GZ1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1116.See file dsdata.txt to determine how the superseded data were derived.
 GZ1116
 GZ1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG096009(NAD 83)
 GZ1116_MARKER: DB = BENCH MARK DISK
 GZ1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1116_STAMPING: M 231 1951 985.585
 GZ1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1116+STABILITY: SURFACE MOTION
 GZ1116
 GZ1116  HISTORY     - Date     Condition        Report By
 GZ1116  HISTORY     - 1951     MONUMENTED       CGS
 GZ1116  HISTORY     - 1958     GOOD             NGS
 GZ1116  HISTORY     - 1983     GOOD             KYDT
 GZ1116  HISTORY     - 19980605 GOOD             WOOLPT
 GZ1116
 GZ1116                          STATION DESCRIPTION
 GZ1116
 GZ1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1116'4 MI SW FROM ELIHU.
 GZ1116'ABOUT 2.1 MILES WEST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 GZ1116'SOUTHERN RAILWAY AND POST OFFICE AT ELIHU, THENCE ABOUT 0.7 MILE
 GZ1116'SOUTH ALONG U.S. HIGHWAY 27, THENCE ABOUT 1.15 MILES WEST ALONG
 GZ1116'A GRAVEL ROAD, ABOUT 0.9 MILE NORTHWEST OF PISGAH PRESBYTERIAN
 GZ1116'CHURCH, ABOUT 0.1 MILE WEST OF THE JUNCTION OF A ROAD NORTHEAST,
 GZ1116'ABOUT 0.25 MILE EAST OF A CROSSROAD, 46 FEET NORTH OF THE CENTER
 GZ1116'LINE OF THE ROAD, 94 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GZ1116'TWO STORY WHITE FRAME HOUSE, 26 FEET SOUTHWEST OF A POWER POLE,
 GZ1116'8 FEET NORTH OF THE CENTER OF A FARM ENTRANCE INTO A FIELD,
 GZ1116'1 1/2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE
 GZ1116'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE
 GZ1116'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1116
 GZ1116                          STATION RECOVERY (1958)
 GZ1116
 GZ1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1116'RECOVERED IN GOOD CONDITION.
 GZ1116
 GZ1116                          STATION RECOVERY (1983)
 GZ1116
 GZ1116'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1116'RECOVERED IN GOOD CONDITION.
 GZ1116
 GZ1116                          STATION RECOVERY (1998)
 GZ1116
 GZ1116'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998
 GZ1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1249 ***********************************************************************
 GB1249  DESIGNATION -  M 233
 GB1249  PID         -  GB1249
 GB1249  STATE/COUNTY-  KY/WAYNE
 GB1249  USGS QUAD   -  COOPERSVILLE (1983)
 GB1249
 GB1249                         *CURRENT SURVEY CONTROL
 GB1249  ___________________________________________________________________
 GB1249* NAD 83(1986)-  36 51 03.     (N)    084 40 47.     (W)     SCALED    
 GB1249* NAVD 88     -       260.384  (meters)     854.28   (feet)  ADJUSTED  
 GB1249  ___________________________________________________________________
 GB1249  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GB1249  DYNAMIC HT  -         260.178 (meters)     853.60  (feet)  COMP
 GB1249  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 GB1249
 GB1249  VERT ORDER  -  SECOND    CLASS 0
 GB1249
 GB1249.The horizontal coordinates were scaled from a topographic map and have
 GB1249.an estimated accuracy of +/- 6 seconds.
 GB1249
 GB1249.The orthometric height was determined by differential leveling
 GB1249.and adjusted by the National Geodetic Survey in June 1991..
 GB1249
 GB1249.The geoid height was determined by GEOID03.
 GB1249
 GB1249.The dynamic height is computed by dividing the NAVD 88
 GB1249.geopotential number by the normal gravity value computed on the
 GB1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1249.degrees latitude (g = 980.6199 gals.).
 GB1249
 GB1249.The modeled gravity was interpolated from observed gravity values.
 GB1249
 GB1249;                    North         East    Units  Estimated Accuracy
 GB1249;SPC KY1Z     - 1,057,980.    1,595,460.      MT  (+/- 180 meters Scaled)
 GB1249
 GB1249                          SUPERSEDED SURVEY CONTROL
 GB1249
 GB1249  NGVD 29 (??/??/92)  260.538  (m)          854.78   (f) ADJ UNCH    2 0
 GB1249
 GB1249.Superseded values are not recommended for survey control.
 GB1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1249.See file dsdata.txt to determine how the superseded data were derived.
 GB1249
 GB1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF068808(NAD 83)
 GB1249_MARKER: DB = BENCH MARK DISK
 GB1249_SETTING: 66 = SET IN ROCK OUTCROP
 GB1249_SP_SET: ROCK OUTCROP
 GB1249_STAMPING: M 233 1951 854.782
 GB1249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1249+STABILITY: POSITION/ELEVATION WELL
 GB1249
 GB1249  HISTORY     - Date     Condition        Report By
 GB1249  HISTORY     - 1951     MONUMENTED       CGS
 GB1249  HISTORY     - 1957     POOR             NGS
 GB1249
 GB1249                          STATION DESCRIPTION
 GB1249
 GB1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1249'1.8 MI S FROM DELTA.
 GB1249'ABOUT 1.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1249'AND ROAD JUNCTION AT DELTA, ABOUT 0.15 MILE SOUTHWEST OF CEDAR
 GB1249'HILL SCHOOL, AT RESIDENCE OF W.R. DICK, SET IN THE TOP OF A
 GB1249'FLAT OUTCROP OF LIMESTONE ABOUT 50 BY 25 FEET, 66 FEET NORTHWEST
 GB1249'OF THE CENTER LINE OF THE ROAD, 27 FEET SOUTH OF SOUTH CORNER OF
 GB1249'HOUSE, 19 FEET NORTHWEST OF SOUTHEAST EDGE OF OUTCROP, 7 FEET
 GB1249'SOUTHWEST OF NORTHEAST EDGE OF OUTCROP AND ABOUT 4 FEET ABOVE
 GB1249'THE ROAD.
 GB1249
 GB1249                          STATION RECOVERY (1957)
 GB1249
 GB1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1249'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1100 ***********************************************************************
 GB1100  DESIGNATION -  M 234
 GB1100  PID         -  GB1100
 GB1100  STATE/COUNTY-  KY/WAYNE
 GB1100  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1100
 GB1100                         *CURRENT SURVEY CONTROL
 GB1100  ___________________________________________________________________
 GB1100* NAD 83(1986)-  36 39 20.     (N)    084 47 35.     (W)     SCALED    
 GB1100* NAVD 88     -       289.904  (meters)     951.13   (feet)  ADJUSTED  
 GB1100  ___________________________________________________________________
 GB1100  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GB1100  DYNAMIC HT  -         289.668 (meters)     950.35  (feet)  COMP
 GB1100  MODELED GRAV-     979,809.2   (mgal)                       NAVD 88
 GB1100
 GB1100  VERT ORDER  -  SECOND    CLASS 0
 GB1100
 GB1100.The horizontal coordinates were scaled from a topographic map and have
 GB1100.an estimated accuracy of +/- 6 seconds.
 GB1100
 GB1100.The orthometric height was determined by differential leveling
 GB1100.and adjusted by the National Geodetic Survey in June 1991..
 GB1100
 GB1100.The geoid height was determined by GEOID03.
 GB1100
 GB1100.The dynamic height is computed by dividing the NAVD 88
 GB1100.geopotential number by the normal gravity value computed on the
 GB1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1100.degrees latitude (g = 980.6199 gals.).
 GB1100
 GB1100.The modeled gravity was interpolated from observed gravity values.
 GB1100
 GB1100;                    North         East    Units  Estimated Accuracy
 GB1100;SPC KY1Z     - 1,036,200.    1,585,570.      MT  (+/- 180 meters Scaled)
 GB1100
 GB1100                          SUPERSEDED SURVEY CONTROL
 GB1100
 GB1100  NGVD 29 (??/??/92)  290.044  (m)          951.59   (f) ADJ UNCH    2 0
 GB1100
 GB1100.Superseded values are not recommended for survey control.
 GB1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1100.See file dsdata.txt to determine how the superseded data were derived.
 GB1100
 GB1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF972589(NAD 83)
 GB1100_MARKER: DB = BENCH MARK DISK
 GB1100_SETTING: 66 = SET IN ROCK OUTCROP
 GB1100_SP_SET: ROCK OUTCROP
 GB1100_STAMPING: M 234 1951 951.586
 GB1100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1100+STABILITY: POSITION/ELEVATION WELL
 GB1100
 GB1100  HISTORY     - Date     Condition        Report By
 GB1100  HISTORY     - 1951     MONUMENTED       CGS
 GB1100  HISTORY     - 1958     GOOD             NGS
 GB1100
 GB1100                          STATION DESCRIPTION
 GB1100
 GB1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1100'1.4 MI E FROM MT PISGAH.
 GB1100'ABOUT 1.4 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE
 GB1100'AT MT. PISGAH, ABOUT 0.9 MILE EAST OF JUNCTION OF A ROAD
 GB1100'SOUTHEAST AND SCHOOL AT MT. PISGAH, 19 FEET SOUTH OF CENTER
 GB1100'LINE OF ROAD, 253 FEET EAST OF CENTER OF JUNCTION OF A PRIVATE
 GB1100'ROAD SOUTH, 87 FEET WEST OF CENTER OF A GATE TO A SMALL UNPAINTED
 GB1100'SHACK, IN THE TOP OF AN OUTCROP OF LIMESTONE ABOUT 15 BY 8
 GB1100'FEET, 7 FEET NORTH OF A FENCE LINE AND ABOUT 1 1/2 FEET BELOW
 GB1100'LEVEL OF ROAD.
 GB1100
 GB1100                          STATION RECOVERY (1958)
 GB1100
 GB1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1102 ***********************************************************************
 GB1102  DESIGNATION -  M 235
 GB1102  PID         -  GB1102
 GB1102  STATE/COUNTY-  KY/WAYNE
 GB1102  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1102
 GB1102                         *CURRENT SURVEY CONTROL
 GB1102  ___________________________________________________________________
 GB1102* NAD 83(1986)-  36 39 52.     (N)    084 46 31.     (W)     SCALED    
 GB1102* NAVD 88     -       278.901  (meters)     915.03   (feet)  ADJUSTED  
 GB1102  ___________________________________________________________________
 GB1102  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GB1102  DYNAMIC HT  -         278.674 (meters)     914.28  (feet)  COMP
 GB1102  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 GB1102
 GB1102  VERT ORDER  -  SECOND    CLASS 0
 GB1102
 GB1102.The horizontal coordinates were scaled from a topographic map and have
 GB1102.an estimated accuracy of +/- 6 seconds.
 GB1102
 GB1102.The orthometric height was determined by differential leveling
 GB1102.and adjusted by the National Geodetic Survey in June 1991..
 GB1102
 GB1102.The geoid height was determined by GEOID03.
 GB1102
 GB1102.The dynamic height is computed by dividing the NAVD 88
 GB1102.geopotential number by the normal gravity value computed on the
 GB1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1102.degrees latitude (g = 980.6199 gals.).
 GB1102
 GB1102.The modeled gravity was interpolated from observed gravity values.
 GB1102
 GB1102;                    North         East    Units  Estimated Accuracy
 GB1102;SPC KY1Z     - 1,037,210.    1,587,150.      MT  (+/- 180 meters Scaled)
 GB1102
 GB1102                          SUPERSEDED SURVEY CONTROL
 GB1102
 GB1102  NGVD 29 (??/??/92)  279.042  (m)          915.49   (f) ADJ UNCH    2 0
 GB1102
 GB1102.Superseded values are not recommended for survey control.
 GB1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1102.See file dsdata.txt to determine how the superseded data were derived.
 GB1102
 GB1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF988599(NAD 83)
 GB1102_MARKER: DB = BENCH MARK DISK
 GB1102_SETTING: 66 = SET IN ROCK OUTCROP
 GB1102_SP_SET: ROCK OUTCROP
 GB1102_STAMPING: M 235 1951 915.490
 GB1102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1102+STABILITY: POSITION/ELEVATION WELL
 GB1102
 GB1102  HISTORY     - Date     Condition        Report By
 GB1102  HISTORY     - 1951     MONUMENTED       CGS
 GB1102  HISTORY     - 1952     GOOD             NGS
 GB1102  HISTORY     - 1958     GOOD             NGS
 GB1102
 GB1102                          STATION DESCRIPTION
 GB1102
 GB1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GB1102'2 MI SW FROM PARMLEYSVILLE.
 GB1102'ABOUT 2.05 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE POST
 GB1102'OFFICE AT PARMLEYSVILLE, ABOUT 0.25 MILE NORTHEAST OF JUNCTION
 GB1102'OF A ROAD SOUTHEAST, IN THE TOP OF AN OUTCROP OF LIMESTONE ABOUT
 GB1102'6 BY 4 FEET, 26 FEET EAST OF CENTER LINE OF ROAD, ABOUT 350
 GB1102'FEET SOUTHEAST OF SOUTHEAST CORNER OF AN UNPAINTED SHACK, 40
 GB1102'FEET NORTH OF A PRIVATE ROAD EAST, 56 FEET NORTH-NORTHWEST AND
 GB1102'ACROSS PRIVATE ROAD EAST FROM A 9-INCH MULBERRY TREE, 32 FEET
 GB1102'NORTH OF A FENCE CORNER, AND ABOUT 3 FEET BELOW LEVEL OF ROAD.
 GB1102
 GB1102                          STATION RECOVERY (1958)
 GB1102
 GB1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0869 ***********************************************************************
 GZ0869  DESIGNATION -  M 236
 GZ0869  PID         -  GZ0869
 GZ0869  STATE/COUNTY-  KY/CASEY
 GZ0869  USGS QUAD   -  ELLISBURG (1987)
 GZ0869
 GZ0869                         *CURRENT SURVEY CONTROL
 GZ0869  ___________________________________________________________________
 GZ0869* NAD 83(1986)-  37 25 25.     (N)    084 53 16.     (W)     SCALED    
 GZ0869* NAVD 88     -       293.115  (meters)     961.66   (feet)  ADJUSTED  
 GZ0869  ___________________________________________________________________
 GZ0869  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GZ0869  DYNAMIC HT  -         292.886 (meters)     960.91  (feet)  COMP
 GZ0869  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 GZ0869
 GZ0869  VERT ORDER  -  SECOND    CLASS 0
 GZ0869
 GZ0869.The horizontal coordinates were scaled from a topographic map and have
 GZ0869.an estimated accuracy of +/- 6 seconds.
 GZ0869
 GZ0869.The orthometric height was determined by differential leveling
 GZ0869.and adjusted by the National Geodetic Survey in June 1991..
 GZ0869
 GZ0869.The geoid height was determined by GEOID03.
 GZ0869
 GZ0869.The dynamic height is computed by dividing the NAVD 88
 GZ0869.geopotential number by the normal gravity value computed on the
 GZ0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0869.degrees latitude (g = 980.6199 gals.).
 GZ0869
 GZ0869.The modeled gravity was interpolated from observed gravity values.
 GZ0869
 GZ0869;                    North         East    Units  Estimated Accuracy
 GZ0869;SPC KY1Z     - 1,121,360.    1,576,310.      MT  (+/- 180 meters Scaled)
 GZ0869
 GZ0869                          SUPERSEDED SURVEY CONTROL
 GZ0869
 GZ0869  NGVD 29 (??/??/92)  293.252  (m)          962.11   (f) ADJ UNCH    2 0
 GZ0869
 GZ0869.Superseded values are not recommended for survey control.
 GZ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0869.See file dsdata.txt to determine how the superseded data were derived.
 GZ0869
 GZ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG869439(NAD 83)
 GZ0869_MARKER: DB = BENCH MARK DISK
 GZ0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0869_STAMPING: M 236 1951 962.111
 GZ0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0869+STABILITY: SURFACE MOTION
 GZ0869
 GZ0869  HISTORY     - Date     Condition        Report By
 GZ0869  HISTORY     - 1951     MONUMENTED       CGS
 GZ0869  HISTORY     - 1958     GOOD             NGS
 GZ0869
 GZ0869                          STATION DESCRIPTION
 GZ0869
 GZ0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0869'2.3 MI W FROM KIDDS STORE.
 GZ0869'ABOUT 1.55 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE
 GZ0869'JUNCTION OF STATE HIGHWAY 35 AND POST OFFICE AT KIDDS STORE,
 GZ0869'THENCE ABOUT 0.75 MILE SOUTHWEST ALONG A ROUGH ROCKY ROAD FOLLOWING
 GZ0869'FRYS CREEK, ABOUT 0.65 MILE SOUTHWEST OF FRYS CREEK CHURCH,
 GZ0869'AT FRYS CREEK SCHOOL, 92 FEET NORTH OF THE NORTHWEST CORNER OF
 GZ0869'THE SCHOOL BUILDING AND IN LINE WITH THE EXTENDED WEST WALL OF
 GZ0869'BUILDING, 33 FEET SOUTH OF THE CENTER LINE OF ROAD, 10 FEET
 GZ0869'EAST OF A 16-INCH SHELL BARK HICKORY TREE, ABOUT 5 1/2 FEET
 GZ0869'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ0869'3 INCHES.
 GZ0869
 GZ0869                          STATION RECOVERY (1958)
 GZ0869
 GZ0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1672 ***********************************************************************
 GZ1672  DESIGNATION -  M 237
 GZ1672  PID         -  GZ1672
 GZ1672  STATE/COUNTY-  KY/ADAIR
 GZ1672  USGS QUAD   -  KNIFLEY (1970)
 GZ1672
 GZ1672                         *CURRENT SURVEY CONTROL
 GZ1672  ___________________________________________________________________
 GZ1672* NAD 83(1986)-  37 14 36.     (N)    085 10 59.     (W)     SCALED    
 GZ1672* NAVD 88     -       215.599  (meters)     707.34   (feet)  ADJUSTED  
 GZ1672  ___________________________________________________________________
 GZ1672  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GZ1672  DYNAMIC HT  -         215.426 (meters)     706.78  (feet)  COMP
 GZ1672  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 GZ1672
 GZ1672  VERT ORDER  -  SECOND    CLASS 0
 GZ1672
 GZ1672.The horizontal coordinates were scaled from a topographic map and have
 GZ1672.an estimated accuracy of +/- 6 seconds.
 GZ1672
 GZ1672.The orthometric height was determined by differential leveling
 GZ1672.and adjusted by the National Geodetic Survey in June 1991..
 GZ1672
 GZ1672.The geoid height was determined by GEOID03.
 GZ1672
 GZ1672.The dynamic height is computed by dividing the NAVD 88
 GZ1672.geopotential number by the normal gravity value computed on the
 GZ1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1672.degrees latitude (g = 980.6199 gals.).
 GZ1672
 GZ1672.The modeled gravity was interpolated from observed gravity values.
 GZ1672
 GZ1672;                    North         East    Units  Estimated Accuracy
 GZ1672;SPC KY1Z     - 1,101,150.    1,550,300.      MT  (+/- 180 meters Scaled)
 GZ1672
 GZ1672                          SUPERSEDED SURVEY CONTROL
 GZ1672
 GZ1672  NGVD 29 (??/??/92)  215.743  (m)          707.82   (f) ADJ UNCH    2 0
 GZ1672
 GZ1672.Superseded values are not recommended for survey control.
 GZ1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1672.See file dsdata.txt to determine how the superseded data were derived.
 GZ1672
 GZ1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG611234(NAD 83)
 GZ1672_MARKER: DB = BENCH MARK DISK
 GZ1672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1672_SP_SET: CULVERT
 GZ1672_STAMPING: M 237 1951 707.817
 GZ1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1672
 GZ1672  HISTORY     - Date     Condition        Report By
 GZ1672  HISTORY     - 1951     MONUMENTED       CGS
 GZ1672  HISTORY     - 1970     MARK NOT FOUND   NGS
 GZ1672  HISTORY     - 20050823 MARK NOT FOUND   KYTC
 GZ1672
 GZ1672                          STATION DESCRIPTION
 GZ1672
 GZ1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1672'0.5 MI NE FROM KNIFLEY.
 GZ1672'ABOUT 0.5 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1672'AND INTERSECTION OF STATE HIGHWAY 76 AT KNIFLEY, SET IN THE TOP OF
 GZ1672'THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 20-FOOT
 GZ1672'CONCRETE CULVERT WITH PARTITION, 12 1/2 FEET NORTHWEST OF THE
 GZ1672'CENTER LINE OF ROAD AND ABOUT 1 FOOT ABOVE ROAD.
 GZ1672
 GZ1672                          STATION RECOVERY (1970)
 GZ1672
 GZ1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GZ1672'MARK NOT FOUND.
 GZ1672
 GZ1672                          STATION RECOVERY (2005)
 GZ1672
 GZ1672'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1672'THIS MARK WOULD HAVE BEEN DESTROYED DURING ROAD CONSTRUCTION YEARS
 GZ1672'AGO, ROAD HAS BEEN WIDENED AND CULVERT REPLACED WITH LARGE PIPE AND
 GZ1672'NEW HEAD WALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0699 ***********************************************************************
 GZ0699  DESIGNATION -  M 240 RESET 1969
 GZ0699  PID         -  GZ0699
 GZ0699  STATE/COUNTY-  KY/PULASKI
 GZ0699  USGS QUAD   -  DELMER (1973)
 GZ0699
 GZ0699                         *CURRENT SURVEY CONTROL
 GZ0699  ___________________________________________________________________
 GZ0699* NAD 83(1986)-  37 05 04.     (N)    084 39 48.     (W)     SCALED    
 GZ0699* NAVD 88     -       320.32   (meters)    1050.9    (feet)  RESET     
 GZ0699  ___________________________________________________________________
 GZ0699  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GZ0699
 GZ0699  VERT ORDER  -  THIRD
 GZ0699
 GZ0699.The horizontal coordinates were scaled from a topographic map and have
 GZ0699.an estimated accuracy of +/- 6 seconds.
 GZ0699
 GZ0699.The orthometric height was computed from unverified reset data.
 GZ0699.No vertical observational check was made to the station.
 GZ0699
 GZ0699.The geoid height was determined by GEOID03.
 GZ0699
 GZ0699;                    North         East    Units  Estimated Accuracy
 GZ0699;SPC KY1Z     - 1,083,930.    1,596,620.      MT  (+/- 180 meters Scaled)
 GZ0699
 GZ0699                          SUPERSEDED SURVEY CONTROL
 GZ0699
 GZ0699  NGVD 29 (??/??/??)  320.47   (m)         1051.4    (f) RESET       3  
 GZ0699
 GZ0699.Superseded values are not recommended for survey control.
 GZ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0699.See file dsdata.txt to determine how the superseded data were derived.
 GZ0699
 GZ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG076067(NAD 83)
 GZ0699_MARKER: DB = BENCH MARK DISK
 GZ0699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0699_SP_SET: FOOTING
 GZ0699_STAMPING: M 240 RESET 1969
 GZ0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0699
 GZ0699  HISTORY     - Date     Condition        Report By
 GZ0699  HISTORY     - 1969     MONUMENTED       CGS
 GZ0699  HISTORY     - 1969     GOOD             NGS
 GZ0699  HISTORY     - 1984     GOOD             KYDT
 GZ0699
 GZ0699                          STATION DESCRIPTION
 GZ0699
 GZ0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GZ0699'3.7 MI W FROM SOMERSET.
 GZ0699'THIS MARK IS LOCATED AT THE NEW SALINE BAPTIST CHURCH, ABOUT 3.7
 GZ0699'MILES WEST ALONG STATE ROUTE 80 FROM THE PULASKI COUNTY COURTHOUSE
 GZ0699'IN SOMERSET, ABOUT 0.15 OF A MILE NORTHEAST OF THE JUNCTION OF
 GZ0699'A BLACK TOP ROAD WEST (OLD STATE ROUTE 80), 111 FEET SOUTHEAST
 GZ0699'OF THE APPROXIMATE CENTER OF EXISTING STATE ROUTE 80, 5.5
 GZ0699'FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE ENTRANCE DECK OF THE
 GZ0699'CHURCH PORTICO, 5.3 FEET SOUTHWEST OF THE CENTER OF THE CHURCH
 GZ0699'ENTRANCE DOORS, 0.4 OF A FOOT NORTHEAST OF THE NORTHEAST EDGE OF THE
 GZ0699'STONE PORTICO PILASTER, AND 0.4 OF A FOOT NORTHWEST OF THE
 GZ0699'NORTHWEST FACE OF THE CHURCH BUILDING PROPER.  IT IS A STANDARD
 GZ0699'BENCH MARK DISK CEMENTED IN A DRILL HOLE IN THE HEAVY CONCRETE
 GZ0699'BASE FOOTING SUPPORTING THE PORTICO PILASTER AND FLUSH WITH THE
 GZ0699'SURFACE OF THE CONCRETE ENTRANCE DECK.  THE DISK IS STAMPED
 GZ0699'M 240 RESET 1969.  DUE TO THE MARKS LOCATION, NO WITNESS POST
 GZ0699'WAS SET.
 GZ0699
 GZ0699                          STATION RECOVERY (1969)
 GZ0699
 GZ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GZ0699'RECOVERED IN GOOD CONDITION.
 GZ0699
 GZ0699                          STATION RECOVERY (1984)
 GZ0699
 GZ0699'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1815 ***********************************************************************
 GZ1815  DESIGNATION -  M 241
 GZ1815  PID         -  GZ1815
 GZ1815  STATE/COUNTY-  KY/ADAIR
 GZ1815  USGS QUAD   -  COLUMBIA (1976)
 GZ1815
 GZ1815                         *CURRENT SURVEY CONTROL
 GZ1815  ___________________________________________________________________
 GZ1815* NAD 83(1986)-  37 00 18.     (N)    085 17 28.     (W)     SCALED    
 GZ1815* NAVD 88     -       297.666  (meters)     976.59   (feet)  ADJUSTED  
 GZ1815  ___________________________________________________________________
 GZ1815  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GZ1815  DYNAMIC HT  -         297.424 (meters)     975.80  (feet)  COMP
 GZ1815  MODELED GRAV-     979,810.1   (mgal)                       NAVD 88
 GZ1815
 GZ1815  VERT ORDER  -  SECOND    CLASS 0
 GZ1815
 GZ1815.The horizontal coordinates were scaled from a topographic map and have
 GZ1815.an estimated accuracy of +/- 6 seconds.
 GZ1815
 GZ1815.The orthometric height was determined by differential leveling
 GZ1815.and adjusted by the National Geodetic Survey in June 1991..
 GZ1815
 GZ1815.The geoid height was determined by GEOID03.
 GZ1815
 GZ1815.The dynamic height is computed by dividing the NAVD 88
 GZ1815.geopotential number by the normal gravity value computed on the
 GZ1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1815.degrees latitude (g = 980.6199 gals.).
 GZ1815
 GZ1815.The modeled gravity was interpolated from observed gravity values.
 GZ1815
 GZ1815;                    North         East    Units  Estimated Accuracy
 GZ1815;SPC KY1Z     - 1,074,650.    1,540,840.      MT  (+/- 180 meters Scaled)
 GZ1815
 GZ1815                          SUPERSEDED SURVEY CONTROL
 GZ1815
 GZ1815  NGVD 29 (??/??/92)  297.815  (m)          977.08   (f) ADJ UNCH    2 0
 GZ1815
 GZ1815.Superseded values are not recommended for survey control.
 GZ1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1815.See file dsdata.txt to determine how the superseded data were derived.
 GZ1815
 GZ1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF520967(NAD 83)
 GZ1815_MARKER: DB = BENCH MARK DISK
 GZ1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1815_STAMPING: M 241 1951 977.081
 GZ1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1815+STABILITY: SURFACE MOTION
 GZ1815
 GZ1815  HISTORY     - Date     Condition        Report By
 GZ1815  HISTORY     - 1951     MONUMENTED       CGS
 GZ1815  HISTORY     - 1958     GOOD             NGS
 GZ1815  HISTORY     - 20050816 POOR             KYTC
 GZ1815
 GZ1815                          STATION DESCRIPTION
 GZ1815
 GZ1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ1815'1 MI SE FROM FAIRPLAY.
 GZ1815'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 768 FROM THE POST OFFICE AT
 GZ1815'FAIRPLAY, 0.7 MILE SOUTHEAST OF THE JUNCTION OF A ROAD NORTH, AT
 GZ1815'A FARM ROAD SOUTH INTO NORTHEAST CORNER OF A FIELD, THENCE 110
 GZ1815'YARDS SOUTH ALONG THE EAST SIDE OF THE EAST FENCE LINE OF THIS
 GZ1815'FIELD, AT A T-FENCE CORNER, AND GATE, AND ANOTHER FARM ROAD EAST
 GZ1815'AND SOUTH, 7 FEET SOUTH OF THE EAST TANGENT OF FARM ROAD, 27 FEET
 GZ1815'EAST OF THE CENTER OF A GATE ACROSS FARM ROAD SOUTH, 23 FEET
 GZ1815'EAST OF A 12-INCH HICKORY SERVING AS A GATE POST, THIS CORNER
 GZ1815'WAS CUT OFF WHEN NEW ROAD WAS CONSTRUCTED ABOUT 1 FOOT NORTH OF
 GZ1815'A FENCE LINE AND ABOUT LEVEL WITH THE HIGHWAY.  STANDARD DISK IN
 GZ1815'CONCRETE POST, PROJECTING 3 INCHES
 GZ1815
 GZ1815                          STATION RECOVERY (2005)
 GZ1815
 GZ1815'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1815'POST PROJECTS 1 FOOT AND LEANS TO THE WEST, USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2162 ***********************************************************************
 GZ2162  DESIGNATION -  M 243
 GZ2162  PID         -  GZ2162
 GZ2162  STATE/COUNTY-  KY/ADAIR
 GZ2162  USGS QUAD   -  EAST FORK (1973)
 GZ2162
 GZ2162                         *CURRENT SURVEY CONTROL
 GZ2162  ___________________________________________________________________
 GZ2162* NAD 83(1986)-  37 05 49.     (N)    085 30 05.     (W)     SCALED    
 GZ2162* NAVD 88     -       309.512  (meters)    1015.46   (feet)  ADJUSTED  
 GZ2162  ___________________________________________________________________
 GZ2162  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GZ2162  DYNAMIC HT  -         309.268 (meters)    1014.66  (feet)  COMP
 GZ2162  MODELED GRAV-     979,835.8   (mgal)                       NAVD 88
 GZ2162
 GZ2162  VERT ORDER  -  SECOND    CLASS 0
 GZ2162
 GZ2162.The horizontal coordinates were scaled from a topographic map and have
 GZ2162.an estimated accuracy of +/- 6 seconds.
 GZ2162
 GZ2162.The orthometric height was determined by differential leveling
 GZ2162.and adjusted by the National Geodetic Survey in June 1991..
 GZ2162
 GZ2162.The geoid height was determined by GEOID03.
 GZ2162
 GZ2162.The dynamic height is computed by dividing the NAVD 88
 GZ2162.geopotential number by the normal gravity value computed on the
 GZ2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2162.degrees latitude (g = 980.6199 gals.).
 GZ2162
 GZ2162.The modeled gravity was interpolated from observed gravity values.
 GZ2162
 GZ2162;                    North         East    Units  Estimated Accuracy
 GZ2162;SPC KY1Z     - 1,084,780.    1,522,100.      MT  (+/- 180 meters Scaled)
 GZ2162
 GZ2162                          SUPERSEDED SURVEY CONTROL
 GZ2162
 GZ2162  NGVD 29 (??/??/92)  309.659  (m)         1015.94   (f) ADJ UNCH    2 0
 GZ2162
 GZ2162.Superseded values are not recommended for survey control.
 GZ2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2162.See file dsdata.txt to determine how the superseded data were derived.
 GZ2162
 GZ2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG331066(NAD 83)
 GZ2162_MARKER: DB = BENCH MARK DISK
 GZ2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2162_STAMPING: M 243 1951
 GZ2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2162+STABILITY: SURFACE MOTION
 GZ2162
 GZ2162  HISTORY     - Date     Condition        Report By
 GZ2162  HISTORY     - 1951     MONUMENTED       CGS
 GZ2162  HISTORY     - 20010426 MARK NOT FOUND   KYDT
 GZ2162
 GZ2162                          STATION DESCRIPTION
 GZ2162
 GZ2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2162'0.6 MI E FROM KELTNER.
 GZ2162'ABOUT 0.55 MILE EAST ALONG A GRAVEL ROAD LEADING TO WEED FROM
 GZ2162'THE POST OFFICE AT KELTNER, AT THE JUNCTION OF A GRADED ROAD
 GZ2162'LEADING NORTHEAST AND A CURVE WITH TANGENTS EXTENDING WEST AND
 GZ2162'SOUTHEAST IN MAIN ROAD, 98 FEET NORTH OF CENTER OF JUNCTION
 GZ2162'OF ROADS, 17 FEET NORTHWEST OF CENTER LINE OF ROAD NORTHEAST,
 GZ2162'1 FOOT SOUTHEAST OF A FENCE LINE, 80 FEET NORTHEAST OF A 20-INCH
 GZ2162'OAK TREE WHICH IS IN A FENCE CORNER, 79 FEET NORTHWEST AND
 GZ2162'ACROSS ROAD NORTHEAST FROM THE NORTH CORNER OF A 1 1/2-STORY
 GZ2162'FARM HOUSE, ABOUT 4 FEET NORTHEAST OF BEING IN LINE WITH NORTHEAST
 GZ2162'FACE OF MAIN PART OF HOUSE, 2 1/2 FEET NORTHEAST OF A WHITE
 GZ2162'WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW ROAD AND SET IN THE
 GZ2162'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ2162
 GZ2162                          STATION RECOVERY (2001)
 GZ2162
 GZ2162'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2162'NO SIGN OF MARK AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2059 ***********************************************************************
 GB2059  DESIGNATION -  M 244
 GB2059  PID         -  GB2059
 GB2059  STATE/COUNTY-  KY/METCALFE
 GB2059  USGS QUAD   -  EDMONTON (1982)
 GB2059
 GB2059                         *CURRENT SURVEY CONTROL
 GB2059  ___________________________________________________________________
 GB2059* NAD 83(1986)-  36 56 59.     (N)    085 33 25.     (W)     SCALED    
 GB2059* NAVD 88     -       300.235  (meters)     985.02   (feet)  ADJUSTED  
 GB2059  ___________________________________________________________________
 GB2059  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GB2059  DYNAMIC HT  -         299.992 (meters)     984.22  (feet)  COMP
 GB2059  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 GB2059
 GB2059  VERT ORDER  -  SECOND    CLASS 0
 GB2059
 GB2059.The horizontal coordinates were scaled from a topographic map and have
 GB2059.an estimated accuracy of +/- 6 seconds.
 GB2059
 GB2059.The orthometric height was determined by differential leveling
 GB2059.and adjusted by the National Geodetic Survey in June 1991..
 GB2059
 GB2059.The geoid height was determined by GEOID03.
 GB2059
 GB2059.The dynamic height is computed by dividing the NAVD 88
 GB2059.geopotential number by the normal gravity value computed on the
 GB2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2059.degrees latitude (g = 980.6199 gals.).
 GB2059
 GB2059.The modeled gravity was interpolated from observed gravity values.
 GB2059
 GB2059;                    North         East    Units  Estimated Accuracy
 GB2059;SPC KY1Z     - 1,068,430.    1,517,200.      MT  (+/- 180 meters Scaled)
 GB2059
 GB2059                          SUPERSEDED SURVEY CONTROL
 GB2059
 GB2059  NGVD 29 (??/??/92)  300.376  (m)          985.48   (f) ADJ UNCH    2 0
 GB2059
 GB2059.Superseded values are not recommended for survey control.
 GB2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2059.See file dsdata.txt to determine how the superseded data were derived.
 GB2059
 GB2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF284902(NAD 83)
 GB2059_MARKER: DB = BENCH MARK DISK
 GB2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2059_STAMPING: M 244 1951 985.484
 GB2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2059+STABILITY: SURFACE MOTION
 GB2059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB2059+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 GB2059
 GB2059  HISTORY     - Date     Condition        Report By
 GB2059  HISTORY     - 1951     MONUMENTED       CGS
 GB2059  HISTORY     - 1958     GOOD             NGS
 GB2059  HISTORY     - 20010412 GOOD             KYDT
 GB2059
 GB2059                          STATION DESCRIPTION
 GB2059
 GB2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2059'4.3 MI SE FROM EDMONTON.
 GB2059'ABOUT 4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 496 FROM THE COURT
 GB2059'HOUSE AT EDMONTON, ABOUT 4.65 MILES NORTHWEST OF THE POST OFFICE
 GB2059'AT SUBTLE, ABOUT 0.2 MILE SOUTHEAST OF THE JUNCTION OF A GRAVEL
 GB2059'ROAD WEST, ABOUT 0.8 MILE SOUTHEAST OF GRACE UNION CHURCH,
 GB2059'NEAR THE SOUTH CORNER OF A LARGE HAY FIELD, 28 FEET NORTHEAST
 GB2059'OF CENTER LINE OF HIGHWAY, 4 FEET NORTHEAST OF A POWER LINE, 59
 GB2059'FEET SOUTHEAST OF A POWER POLE, 13 FEET NORTHWEST OF CENTER
 GB2059'LINE OF A TRAIL NORTHEAST 13 1/2 FEET NORTH OF NORTHWEST END
 GB2059'OF A PIPE CULVERT UNDER TRAIL NORTHEAST, 2 FEET EAST OF A WHITE
 GB2059'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET
 GB2059'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB2059
 GB2059                          STATION RECOVERY (1958)
 GB2059
 GB2059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2059'RECOVERED IN GOOD CONDITION.
 GB2059
 GB2059                          STATION RECOVERY (2001)
 GB2059
 GB2059'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GB2059'MARK IS AT THE SOUTHWEST EDGE OF A CULTIVATED FIELD, GROUND HAS BEEN
 GB2059'PLOWED UP TO THE BACK OF THE MARK EXPOSING 1 FOOT OF POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2034 ***********************************************************************
 GB2034  DESIGNATION -  M 245
 GB2034  PID         -  GB2034
 GB2034  STATE/COUNTY-  KY/METCALFE
 GB2034  USGS QUAD   -  SUMMER SHADE (1974)
 GB2034
 GB2034                         *CURRENT SURVEY CONTROL
 GB2034  ___________________________________________________________________
 GB2034* NAD 83(1986)-  36 58 57.     (N)    085 42 48.     (W)     SCALED    
 GB2034* NAVD 88     -       299.213  (meters)     981.67   (feet)  ADJUSTED  
 GB2034  ___________________________________________________________________
 GB2034  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GB2034  DYNAMIC HT  -         298.970 (meters)     980.87  (feet)  COMP
 GB2034  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GB2034
 GB2034  VERT ORDER  -  SECOND    CLASS 0
 GB2034
 GB2034.The horizontal coordinates were scaled from a topographic map and have
 GB2034.an estimated accuracy of +/- 6 seconds.
 GB2034
 GB2034.The orthometric height was determined by differential leveling
 GB2034.and adjusted by the National Geodetic Survey in June 1991..
 GB2034
 GB2034.The geoid height was determined by GEOID03.
 GB2034
 GB2034.The dynamic height is computed by dividing the NAVD 88
 GB2034.geopotential number by the normal gravity value computed on the
 GB2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2034.degrees latitude (g = 980.6199 gals.).
 GB2034
 GB2034.The modeled gravity was interpolated from observed gravity values.
 GB2034
 GB2034;                    North         East    Units  Estimated Accuracy
 GB2034;SPC KY1Z     - 1,072,050.    1,503,270.      MT  (+/- 180 meters Scaled)
 GB2034
 GB2034                          SUPERSEDED SURVEY CONTROL
 GB2034
 GB2034  NGVD 29 (??/??/92)  299.357  (m)          982.14   (f) ADJ UNCH    2 0
 GB2034
 GB2034.Superseded values are not recommended for survey control.
 GB2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2034.See file dsdata.txt to determine how the superseded data were derived.
 GB2034
 GB2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF145937(NAD 83)
 GB2034_MARKER: DB = BENCH MARK DISK
 GB2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2034_STAMPING: M 245 1951
 GB2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2034+STABILITY: SURFACE MOTION
 GB2034
 GB2034  HISTORY     - Date     Condition        Report By
 GB2034  HISTORY     - 1951     MONUMENTED       CGS
 GB2034  HISTORY     - 1958     GOOD             NGS
 GB2034
 GB2034                          STATION DESCRIPTION
 GB2034
 GB2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2034'1.6 MI S FROM WISDOM.
 GB2034'ABOUT 1.55 MILES SOUTH ALONG STATE HIGHWAY 640 FROM THE JUNCTION
 GB2034'OF STATE HIGHWAY 80 AND POST OFFICE AT WISDOM, ABOUT 0.85 MILE
 GB2034'NORTH OF THE ROAD JUNCTION AND POST OFFICE AT RANDOLPH, ABOUT
 GB2034'0.7 MILE NORTH OF PLEASANT HILL CHURCH OF CHRIST AND CEMETERY,
 GB2034'AT THE TOP OF A GRADE, 20 FEET SOUTHWEST OF CENTER LINE OF
 GB2034'HIGHWAY, 1 FOOT NORTHEAST OF A FENCE LINE, 8 1/2 FEET NORTHWEST
 GB2034'OF A FENCE CORNER, 18 FEET NORTHWEST OF CENTER LINE OF A DRIVE
 GB2034'SOUTHWEST AND SOUTH TO A GROUP OF FARM BUILDINGS, ABOUT LEVEL
 GB2034'WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB2034'3 INCHES.
 GB2034
 GB2034                          STATION RECOVERY (1958)
 GB2034
 GB2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1166 ***********************************************************************
 GB1166  DESIGNATION -  M 246
 GB1166  PID         -  GB1166
 GB1166  STATE/COUNTY-  KY/WAYNE
 GB1166  USGS QUAD   -  JABEZ (1978)
 GB1166
 GB1166                         *CURRENT SURVEY CONTROL
 GB1166  ___________________________________________________________________
 GB1166* NAD 83(1986)-  36 54 31.     (N)    084 54 43.     (W)     SCALED    
 GB1166* NAVD 88     -       297.143  (meters)     974.88   (feet)  ADJUSTED  
 GB1166  ___________________________________________________________________
 GB1166  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB1166  DYNAMIC HT  -         296.895 (meters)     974.06  (feet)  COMP
 GB1166  MODELED GRAV-     979,787.1   (mgal)                       NAVD 88
 GB1166
 GB1166  VERT ORDER  -  SECOND    CLASS 0
 GB1166
 GB1166.The horizontal coordinates were scaled from a topographic map and have
 GB1166.an estimated accuracy of +/- 6 seconds.
 GB1166
 GB1166.The orthometric height was determined by differential leveling
 GB1166.and adjusted by the National Geodetic Survey in June 1991..
 GB1166
 GB1166.The geoid height was determined by GEOID03.
 GB1166
 GB1166.The dynamic height is computed by dividing the NAVD 88
 GB1166.geopotential number by the normal gravity value computed on the
 GB1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1166.degrees latitude (g = 980.6199 gals.).
 GB1166
 GB1166.The modeled gravity was interpolated from observed gravity values.
 GB1166
 GB1166;                    North         East    Units  Estimated Accuracy
 GB1166;SPC KY1Z     - 1,064,180.    1,574,690.      MT  (+/- 180 meters Scaled)
 GB1166
 GB1166                          SUPERSEDED SURVEY CONTROL
 GB1166
 GB1166  NGVD 29 (??/??/92)  297.278  (m)          975.32   (f) ADJ UNCH    2 0
 GB1166
 GB1166.Superseded values are not recommended for survey control.
 GB1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1166.See file dsdata.txt to determine how the superseded data were derived.
 GB1166
 GB1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF860867(NAD 83)
 GB1166_MARKER: DB = BENCH MARK DISK
 GB1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1166_STAMPING: M 246 1951 975.320
 GB1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1166+STABILITY: SURFACE MOTION
 GB1166
 GB1166  HISTORY     - Date     Condition        Report By
 GB1166  HISTORY     - 1951     MONUMENTED       CGS
 GB1166  HISTORY     - 1957     GOOD             NGS
 GB1166
 GB1166                          STATION DESCRIPTION
 GB1166
 GB1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1166'6.7 MI NW FROM MONTICELLO.
 GB1166'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 92 FROM THE
 GB1166'JUNCTION OF STATE HIGHWAY 90 AT MONTICELLO, THENCE ABOUT 4.0
 GB1166'MILES NORTH AND NORTHWEST ALONG A GRAVEL ROAD, ABOUT 0.2 MILE
 GB1166'SOUTHEAST OF TOLERTOWN SCHOOL BUILDING, 31 FEET SOUTH OF CENTER
 GB1166'LINE OF ROAD, 48 FEET SOUTHWEST OF CENTER OF JUNCTION OF A ROAD
 GB1166'SOUTH, 144 FEET NORTH OF NORTHWEST CORNER OF RESIDENCE OF ETHEL
 GB1166'ZIMMERMAN, 42 FEET WEST OF CENTER LINE OF ROAD SOUTH, 9 FEET
 GB1166'NORTH OF A POWER POLE, 11 1/2 FEET SOUTH OF A FENCE CORNER,
 GB1166'1 1/2 FEET EAST OF A FENCE LINE, ABOUT 1 FOOT BELOW ROAD AND SET
 GB1166'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB1166
 GB1166                          STATION RECOVERY (1957)
 GB1166
 GB1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1507 ***********************************************************************
 GB1507  DESIGNATION -  M 248
 GB1507  PID         -  GB1507
 GB1507  STATE/COUNTY-  KY/CUMBERLAND
 GB1507  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1507
 GB1507                         *CURRENT SURVEY CONTROL
 GB1507  ___________________________________________________________________
 GB1507* NAD 83(1986)-  36 46 45.     (N)    085 14 13.     (W)     SCALED    
 GB1507* NAVD 88     -       293.023  (meters)     961.36   (feet)  ADJUSTED  
 GB1507  ___________________________________________________________________
 GB1507  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GB1507  DYNAMIC HT  -         292.778 (meters)     960.56  (feet)  COMP
 GB1507  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 GB1507
 GB1507  VERT ORDER  -  SECOND    CLASS 0
 GB1507
 GB1507.The horizontal coordinates were scaled from a topographic map and have
 GB1507.an estimated accuracy of +/- 6 seconds.
 GB1507
 GB1507.The orthometric height was determined by differential leveling
 GB1507.and adjusted by the National Geodetic Survey in June 1991..
 GB1507
 GB1507.The geoid height was determined by GEOID03.
 GB1507
 GB1507.The dynamic height is computed by dividing the NAVD 88
 GB1507.geopotential number by the normal gravity value computed on the
 GB1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1507.degrees latitude (g = 980.6199 gals.).
 GB1507
 GB1507.The modeled gravity was interpolated from observed gravity values.
 GB1507
 GB1507;                    North         East    Units  Estimated Accuracy
 GB1507;SPC KY1Z     - 1,049,610.    1,545,800.      MT  (+/- 180 meters Scaled)
 GB1507
 GB1507                          SUPERSEDED SURVEY CONTROL
 GB1507
 GB1507  NGVD 29 (??/??/92)  293.157  (m)          961.80   (f) ADJ UNCH    2 0
 GB1507
 GB1507.Superseded values are not recommended for survey control.
 GB1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1507.See file dsdata.txt to determine how the superseded data were derived.
 GB1507
 GB1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF573718(NAD 83)
 GB1507_MARKER: DB = BENCH MARK DISK
 GB1507_SETTING: 66 = SET IN ROCK OUTCROP
 GB1507_SP_SET: ROCK LEDGE
 GB1507_STAMPING: M 248 1951 961.799
 GB1507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1507+STABILITY: POSITION/ELEVATION WELL
 GB1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1507+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1507
 GB1507  HISTORY     - Date     Condition        Report By
 GB1507  HISTORY     - 1951     MONUMENTED       CGS
 GB1507  HISTORY     - 1958     GOOD             NGS
 GB1507  HISTORY     - 20040309 GOOD             KYDT
 GB1507
 GB1507                          STATION DESCRIPTION
 GB1507
 GB1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB1507'0.5 MI S FROM FOREST COTTAGE.
 GB1507'0.5 MILE SOUTH ALONG STATE HIGHWAY 379 FROM THE POST OFFICE AT
 GB1507'FOREST COTTAGE, 0.7 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY
 GB1507'90, 0.1 MILE SOUTHEAST OF A CHURCH, SET IN THE TOP OF A LIMESTONE
 GB1507'LEDGE ABOUT 4 INCHES UNDERGROUND, 350 FEET NORTH NORTHEAST AND
 GB1507'ACROSS HIGHWAY FROM G.H. LEWIS FARM HOUSE, 148 FEET SOUTHEAST AND
 GB1507'ACROSS HIGHWAY FROM SOUTHEAST CORNER OF JAMES S. CASH FARM HOUSE,
 GB1507'100 FEET SOUTHEAST AND ACROSS HIGHWAY FROM A POWER POLE WITH
 GB1507'BRANCH LINE WEST, 71 FEET SOUTH OF AN EAST-WEST FENCE LINE AT
 GB1507'WIRE GATE, 36.5 FEET EAST OF THE CENTER LINE OF HIGHWAY, 0.5
 GB1507'FOOT EAST OF FENCE LINE, AND ABOUT 4 FEET BELOW THE LEVEL OF
 GB1507'HIGHWAY.  NOTE-- MARK IS REACHED FROM THE COURT HOUSE AT
 GB1507'BURKESVILLE BY GOING ABOUT 8.85 MILES EAST ALONG STATE HIGHWAY
 GB1507'90, THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 379.
 GB1507
 GB1507                          STATION RECOVERY (2004)
 GB1507
 GB1507'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1507'MARK IS 68.75 FEET SOUTH OF THE NORTH ONE OF THREE PULL POSTS AT FENCE
 GB1507'CORNER, 53.7 FEET NORTH-NORTHEAST OF A GUYED TELEPHONE POLE NO. D 162,
 GB1507'37.1 FEET EAST OF CENTER OF ROAD, 14.7 FEET EAST OF BARBED WIRE FENCE
 GB1507'AND CARSONITE WITNESS POST. A RAILROAD SPIKE WAS LAIN ATOP MARK AND
 GB1507'REBURIED 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1540 ***********************************************************************
 GB1540  DESIGNATION -  M 249
 GB1540  PID         -  GB1540
 GB1540  STATE/COUNTY-  KY/CUMBERLAND
 GB1540  USGS QUAD   -  FROGUE (1981)
 GB1540
 GB1540                         *CURRENT SURVEY CONTROL
 GB1540  ___________________________________________________________________
 GB1540* NAD 83(1986)-  36 44 52.     (N)    085 22 17.     (W)     SCALED    
 GB1540* NAVD 88     -       171.536  (meters)     562.78   (feet)  ADJUSTED  
 GB1540  ___________________________________________________________________
 GB1540  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GB1540  DYNAMIC HT  -         171.395 (meters)     562.32  (feet)  COMP
 GB1540  MODELED GRAV-     979,805.6   (mgal)                       NAVD 88
 GB1540
 GB1540  VERT ORDER  -  SECOND    CLASS 0
 GB1540
 GB1540.The horizontal coordinates were scaled from a topographic map and have
 GB1540.an estimated accuracy of +/- 6 seconds.
 GB1540
 GB1540.The orthometric height was determined by differential leveling
 GB1540.and adjusted by the National Geodetic Survey in June 1991..
 GB1540
 GB1540.The geoid height was determined by GEOID03.
 GB1540
 GB1540.The dynamic height is computed by dividing the NAVD 88
 GB1540.geopotential number by the normal gravity value computed on the
 GB1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1540.degrees latitude (g = 980.6199 gals.).
 GB1540
 GB1540.The modeled gravity was interpolated from observed gravity values.
 GB1540
 GB1540;                    North         East    Units  Estimated Accuracy
 GB1540;SPC KY1Z     - 1,046,070.    1,533,820.      MT  (+/- 180 meters Scaled)
 GB1540
 GB1540                          SUPERSEDED SURVEY CONTROL
 GB1540
 GB1540  NGVD 29 (??/??/92)  171.673  (m)          563.23   (f) ADJ UNCH    2 0
 GB1540
 GB1540.Superseded values are not recommended for survey control.
 GB1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1540.See file dsdata.txt to determine how the superseded data were derived.
 GB1540
 GB1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF453681(NAD 83)
 GB1540_MARKER: DB = BENCH MARK DISK
 GB1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1540_STAMPING: M 249 1951
 GB1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1540+STABILITY: SURFACE MOTION
 GB1540
 GB1540  HISTORY     - Date     Condition        Report By
 GB1540  HISTORY     - 1951     MONUMENTED       CGS
 GB1540  HISTORY     - 1974     MARK NOT FOUND   NGS
 GB1540
 GB1540                          STATION DESCRIPTION
 GB1540
 GB1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1540'3.2 MI S FROM BURKESVILLE.
 GB1540'ABOUT 3.2 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE COURT HOUSE
 GB1540'AT BURKESVILLE, ABOUT 0.1 MILE NORTH OF THE NORTH BANK OF CUMBERLAND
 GB1540'RIVER AT NEELEYS FERRY LANDING, AT A FARM GATE INTO A FIELD, 29
 GB1540'FEET WEST OF CENTER LINE OF HIGHWAY, 16 FEET WEST OF SOUTH END OF
 GB1540'A 24-INCH PIPE CULVERT UNDER FARM DRIVEWAY, 11 FEET SOUTH OF CENTER
 GB1540'LINE OF FARM DRIVE, 2 1/2 FEET EAST OF A FENCE LINE, ABOUT 1 FOOT
 GB1540'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB1540'4 INCHES.  NOTE-- AN APPROACH TO A NEW BRIDGE HAS BEEN CONSTRUCTED
 GB1540'IN THIS AREA.
 GB1540
 GB1540                          STATION RECOVERY (1974)
 GB1540
 GB1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GB1540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2648 ***********************************************************************
 GA2648  DESIGNATION -  M 25 RESET
 GA2648  PID         -  GA2648
 GA2648  STATE/COUNTY-  KY/BELL
 GA2648  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2648
 GA2648                         *CURRENT SURVEY CONTROL
 GA2648  ___________________________________________________________________
 GA2648* NAD 83(1986)-  36 35 42.     (N)    083 43 45.     (W)     SCALED    
 GA2648* NAVD 88     -       359.411  (meters)    1179.17   (feet)  ADJUSTED  
 GA2648  ___________________________________________________________________
 GA2648  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GA2648  DYNAMIC HT  -         359.098 (meters)    1178.14  (feet)  COMP
 GA2648  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 GA2648
 GA2648  VERT ORDER  -  SECOND    CLASS 0
 GA2648
 GA2648.The horizontal coordinates were scaled from a topographic map and have
 GA2648.an estimated accuracy of +/- 6 seconds.
 GA2648
 GA2648.The orthometric height was determined by differential leveling
 GA2648.and adjusted by the National Geodetic Survey in June 1991..
 GA2648
 GA2648.The geoid height was determined by GEOID03.
 GA2648
 GA2648.The dynamic height is computed by dividing the NAVD 88
 GA2648.geopotential number by the normal gravity value computed on the
 GA2648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2648.degrees latitude (g = 980.6199 gals.).
 GA2648
 GA2648.The modeled gravity was interpolated from observed gravity values.
 GA2648
 GA2648;                    North         East    Units  Estimated Accuracy
 GA2648;SPC KY1Z     - 1,031,000.    1,680,840.      MT  (+/- 180 meters Scaled)
 GA2648
 GA2648                          SUPERSEDED SURVEY CONTROL
 GA2648
 GA2648  NGVD 29 (??/??/92)  359.559  (m)         1179.65   (f) ADJ UNCH    2 0
 GA2648
 GA2648.Superseded values are not recommended for survey control.
 GA2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2648.See file dsdata.txt to determine how the superseded data were derived.
 GA2648
 GA2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA558534(NAD 83)
 GA2648_MARKER: DB = BENCH MARK DISK
 GA2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2648_STAMPING: M 25 RESET 1951 1179.653
 GA2648_MARK LOGO: CGS   
 GA2648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2648+STABILITY: SURFACE MOTION
 GA2648
 GA2648  HISTORY     - Date     Condition        Report By
 GA2648  HISTORY     - 1951     MONUMENTED       CGS
 GA2648  HISTORY     - 1957     GOOD             NGS
 GA2648
 GA2648                          STATION DESCRIPTION
 GA2648
 GA2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2648'1.7 MI SW FROM MIDDLESBORO.
 GA2648'1.7 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA2648'FROM THE STATION AT MIDDLESBORO, ABOUT 0.2 MILE EAST OF MILE
 GA2648'POST 218, ABOUT 0.2 MILE WEST OF A SMALL BLACK TOP ROAD CROSSING,
 GA2648'AT A DIM ROAD CROSSING, 46 FEET NORTH-NORTHEAST OF THE
 GA2648'NORTH-NORTHEAST RAIL, 52 1/2 FEET NORTHEAST OF THE CENTER OF THE
 GA2648'CROSSING, 1 FOOT SOUTHWEST OF A YARD FENCE, 6 FEET SOUTHEAST OF A
 GA2648'YARD FENCE CORNER, 8.4 FEET SOUTHEAST OF A POWER POLE, 40 FEET
 GA2648'WEST OF THE SOUTHWEST CORNER OF A SMALL STUCCO HOUSE, 23 FEET
 GA2648'EAST OF THE CENTER LINE OF ROAD, 2 FEET SOUTHEAST OF A WHITE
 GA2648'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE TRACK AND SET IN THE
 GA2648'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GA2648
 GA2648                          STATION RECOVERY (1957)
 GA2648
 GA2648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1439 ***********************************************************************
 GB1439  DESIGNATION -  M 250
 GB1439  PID         -  GB1439
 GB1439  STATE/COUNTY-  KY/CUMBERLAND
 GB1439  USGS QUAD   -  AMANDAVILLE (1981)
 GB1439
 GB1439                         *CURRENT SURVEY CONTROL
 GB1439  ___________________________________________________________________
 GB1439* NAD 83(1986)-  36 55 13.     (N)    085 17 08.     (W)     SCALED    
 GB1439* NAVD 88     -       207.249  (meters)     679.95   (feet)  ADJUSTED  
 GB1439  ___________________________________________________________________
 GB1439  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GB1439  DYNAMIC HT  -         207.078 (meters)     679.39  (feet)  COMP
 GB1439  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 GB1439
 GB1439  VERT ORDER  -  SECOND    CLASS 0
 GB1439
 GB1439.The horizontal coordinates were scaled from a topographic map and have
 GB1439.an estimated accuracy of +/- 6 seconds.
 GB1439
 GB1439.The orthometric height was determined by differential leveling
 GB1439.and adjusted by the National Geodetic Survey in June 1991..
 GB1439
 GB1439.The geoid height was determined by GEOID03.
 GB1439
 GB1439.The dynamic height is computed by dividing the NAVD 88
 GB1439.geopotential number by the normal gravity value computed on the
 GB1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1439.degrees latitude (g = 980.6199 gals.).
 GB1439
 GB1439.The modeled gravity was interpolated from observed gravity values.
 GB1439
 GB1439;                    North         East    Units  Estimated Accuracy
 GB1439;SPC KY1Z     - 1,065,250.    1,541,390.      MT  (+/- 180 meters Scaled)
 GB1439
 GB1439                          SUPERSEDED SURVEY CONTROL
 GB1439
 GB1439  NGVD 29 (??/??/92)  207.392  (m)          680.42   (f) ADJ UNCH    2 0
 GB1439
 GB1439.Superseded values are not recommended for survey control.
 GB1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1439.See file dsdata.txt to determine how the superseded data were derived.
 GB1439
 GB1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF527874(NAD 83)
 GB1439_MARKER: DB = BENCH MARK DISK
 GB1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1439_STAMPING: M 250 1951 680.419
 GB1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1439+STABILITY: SURFACE MOTION
 GB1439
 GB1439  HISTORY     - Date     Condition        Report By
 GB1439  HISTORY     - 1951     MONUMENTED       CGS
 GB1439  HISTORY     - 1958     GOOD             NGS
 GB1439  HISTORY     - 20040308 POOR             KYDT
 GB1439
 GB1439                          STATION DESCRIPTION
 GB1439
 GB1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1439'3.2 MI NE FROM AMANDAVILLE.
 GB1439'ABOUT 3.15 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO
 GB1439'COLUMBIA FROM THE POST OFFICE AT AMANDVILLE, ON THE TOP OF A SMALL
 GB1439'KNOLL AT A THRU CUT, 24 FEET SOUTH OF CENTER LINE OF ROAD, 357 FEET
 GB1439'WEST OF THE CENTER OF THE JUNCTION OF A ROAD SOUTH, 280 FEET WEST
 GB1439'OF THE SOUTH END OF A 36-INCH PIPE CULVERT UNDER ROAD, 79 FEET
 GB1439'SOUTHEAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 7-INCCH WALNUT
 GB1439'TREE WHICH IS NEAR THE WEST END OF CUT NORTH OF ROAD, 59 FEET EAST
 GB1439'OF A FENCE LINE LEADING SOUTH, 1 1/2 FEET EAST OF A WHITE WOODEN
 GB1439'WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 GB1439'CONCRETE POST PROJECTING 4 INCHES.
 GB1439
 GB1439                          STATION RECOVERY (1958)
 GB1439
 GB1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1439'RECOVERED IN GOOD CONDITION.
 GB1439
 GB1439                          STATION RECOVERY (2004)
 GB1439
 GB1439'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1439'THIS BANK HAS BEEN CUT DOWN, POST WITH MARK REMAINS BUT PROJECTS 2
 GB1439'FEET, STILL SOLID, USE WITH CAUTION, I.5 FEET SOUTH OF FENCLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2000 ***********************************************************************
 GB2000  DESIGNATION -  M 251
 GB2000  PID         -  GB2000
 GB2000  STATE/COUNTY-  KY/CUMBERLAND
 GB2000  USGS QUAD   -  DUBRE (1953)
 GB2000
 GB2000                         *CURRENT SURVEY CONTROL
 GB2000  ___________________________________________________________________
 GB2000* NAD 83(1986)-  36 50 31.     (N)    085 33 17.     (W)     SCALED    
 GB2000* NAVD 88     -       197.327  (meters)     647.40   (feet)  ADJUSTED  
 GB2000  ___________________________________________________________________
 GB2000  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GB2000  DYNAMIC HT  -         197.168 (meters)     646.88  (feet)  COMP
 GB2000  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 GB2000
 GB2000  VERT ORDER  -  SECOND    CLASS 0
 GB2000
 GB2000.The horizontal coordinates were scaled from a topographic map and have
 GB2000.an estimated accuracy of +/- 6 seconds.
 GB2000
 GB2000.The orthometric height was determined by differential leveling
 GB2000.and adjusted by the National Geodetic Survey in June 1991..
 GB2000
 GB2000.The geoid height was determined by GEOID03.
 GB2000
 GB2000.The dynamic height is computed by dividing the NAVD 88
 GB2000.geopotential number by the normal gravity value computed on the
 GB2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2000.degrees latitude (g = 980.6199 gals.).
 GB2000
 GB2000.The modeled gravity was interpolated from observed gravity values.
 GB2000
 GB2000;                    North         East    Units  Estimated Accuracy
 GB2000;SPC KY1Z     - 1,056,470.    1,517,420.      MT  (+/- 180 meters Scaled)
 GB2000
 GB2000                          SUPERSEDED SURVEY CONTROL
 GB2000
 GB2000  NGVD 29 (??/??/92)  197.469  (m)          647.86   (f) ADJ UNCH    2 0
 GB2000
 GB2000.Superseded values are not recommended for survey control.
 GB2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2000.See file dsdata.txt to determine how the superseded data were derived.
 GB2000
 GB2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF288783(NAD 83)
 GB2000_MARKER: DB = BENCH MARK DISK
 GB2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2000_STAMPING: M 251 1951 647.863
 GB2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2000+STABILITY: SURFACE MOTION
 GB2000
 GB2000  HISTORY     - Date     Condition        Report By
 GB2000  HISTORY     - 1951     MONUMENTED       CGS
 GB2000  HISTORY     - 1958     GOOD             NGS
 GB2000
 GB2000                          STATION DESCRIPTION
 GB2000
 GB2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2000'0.5 MI E FROM DUBRE.
 GB2000'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE
 GB2000'AT DUBRE, AT MARROWBONE BAPTIST CHURCH, 103 FEET NORTHWEST OF
 GB2000'CENTER LINE OF HIGHWAY, 145 FEET SOUTH OF SOUTH CORNER OF CHURCH,
 GB2000'97 FEET WEST-NORTHWEST AND ACROSS DRIVE TO CHURCH FROM THE
 GB2000'SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 6-FOOT STONE
 GB2000'CULVERT, 58 FEET SOUTH OF A WELL WITH PUMP, 46 FEET WEST OF
 GB2000'CENTER LINE OF DRIVE TO CHURCH, 2 FEET NORTHEAST OF A FENCE
 GB2000'LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GB2000'1 1/2 FEET ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB2000'PROJECTING 3 INCHES.
 GB2000
 GB2000                          STATION RECOVERY (1958)
 GB2000
 GB2000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1535 ***********************************************************************
 GB1535  DESIGNATION -  M 252
 GB1535  PID         -  GB1535
 GB1535  STATE/COUNTY-  KY/CUMBERLAND
 GB1535  USGS QUAD   -  WATERVIEW (1982)
 GB1535
 GB1535                         *CURRENT SURVEY CONTROL
 GB1535  ___________________________________________________________________
 GB1535* NAD 83(1986)-  36 49 00.     (N)    085 28 24.     (W)     SCALED    
 GB1535* NAVD 88     -       177.054  (meters)     580.88   (feet)  ADJUSTED  
 GB1535  ___________________________________________________________________
 GB1535  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GB1535  DYNAMIC HT  -         176.912 (meters)     580.42  (feet)  COMP
 GB1535  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 GB1535
 GB1535  VERT ORDER  -  SECOND    CLASS 0
 GB1535
 GB1535.The horizontal coordinates were scaled from a topographic map and have
 GB1535.an estimated accuracy of +/- 6 seconds.
 GB1535
 GB1535.The orthometric height was determined by differential leveling
 GB1535.and adjusted by the National Geodetic Survey in June 1991..
 GB1535
 GB1535.The geoid height was determined by GEOID03.
 GB1535
 GB1535.The dynamic height is computed by dividing the NAVD 88
 GB1535.geopotential number by the normal gravity value computed on the
 GB1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1535.degrees latitude (g = 980.6199 gals.).
 GB1535
 GB1535.The modeled gravity was interpolated from observed gravity values.
 GB1535
 GB1535;                    North         East    Units  Estimated Accuracy
 GB1535;SPC KY1Z     - 1,053,680.    1,524,690.      MT  (+/- 180 meters Scaled)
 GB1535
 GB1535                          SUPERSEDED SURVEY CONTROL
 GB1535
 GB1535  NGVD 29 (??/??/92)  177.195  (m)          581.35   (f) ADJ UNCH    2 0
 GB1535
 GB1535.Superseded values are not recommended for survey control.
 GB1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1535.See file dsdata.txt to determine how the superseded data were derived.
 GB1535
 GB1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF361756(NAD 83)
 GB1535_MARKER: DB = BENCH MARK DISK
 GB1535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1535_SP_SET: ABUTMENT
 GB1535_STAMPING: M 252 1951
 GB1535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1535
 GB1535  HISTORY     - Date     Condition        Report By
 GB1535  HISTORY     - 1951     MONUMENTED       CGS
 GB1535
 GB1535                          STATION DESCRIPTION
 GB1535
 GB1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1535'1 MI SW FROM WATERVIEW.
 GB1535'ABOUT 1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 691 FROM THE
 GB1535'JUNCTION OF STATE HIGHWAY 90 AT WATERVIEW, IN THE TOP OF THE NORTH
 GB1535'END OF THE WEST CONCRETE ABUTMENT OF A 30-FOOT BRIDGE OVER GERMAN
 GB1535'BRANCH, 12 FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL
 GB1535'WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2693 ***********************************************************************
 GB2693  DESIGNATION -  M 252 RESET
 GB2693  PID         -  GB2693
 GB2693  STATE/COUNTY-  KY/CUMBERLAND
 GB2693  USGS QUAD   -  WATERVIEW (1982)
 GB2693
 GB2693                         *CURRENT SURVEY CONTROL
 GB2693  ___________________________________________________________________
 GB2693* NAD 83(1986)-  36 49 00.     (N)    085 28 24.     (W)     SCALED    
 GB2693* NAVD 88     -       176.82   (meters)     580.1    (feet)  RESET     
 GB2693  ___________________________________________________________________
 GB2693  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GB2693
 GB2693  VERT ORDER  -  THIRD
 GB2693
 GB2693.The horizontal coordinates were scaled from a topographic map and have
 GB2693.an estimated accuracy of +/- 6 seconds.
 GB2693
 GB2693.The orthometric height was computed from unverified reset data.
 GB2693.No vertical observational check was made to the station.
 GB2693
 GB2693.The geoid height was determined by GEOID03.
 GB2693
 GB2693;                    North         East    Units  Estimated Accuracy
 GB2693;SPC KY1Z     - 1,053,680.    1,524,690.      MT  (+/- 180 meters Scaled)
 GB2693
 GB2693                          SUPERSEDED SURVEY CONTROL
 GB2693
 GB2693  NGVD 29 (10/08/05)  176.97   (m)          580.6    (f) RESET       3  
 GB2693
 GB2693.Superseded values are not recommended for survey control.
 GB2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2693.See file dsdata.txt to determine how the superseded data were derived.
 GB2693
 GB2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF361756(NAD 83)
 GB2693_MARKER: DB = BENCH MARK DISK
 GB2693_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GB2693_SP_SET: CULVERT
 GB2693_STAMPING: M 252 RESET 1989
 GB2693_MARK LOGO: NGS   
 GB2693_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2693+STABILITY: SURFACE MOTION
 GB2693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB2693+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 GB2693
 GB2693  HISTORY     - Date     Condition        Report By
 GB2693  HISTORY     - 1989     MONUMENTED       KYDT
 GB2693  HISTORY     - 20050912 GOOD             KYTC
 GB2693
 GB2693                          STATION DESCRIPTION
 GB2693
 GB2693'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1989
 GB2693'1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 100 (FORMERLY STATE HIGHWAY
 GB2693'691), FROM THE JUNCTION OF STATE HIGHWAY 90 IN WATERVIEW, IN THE TOP
 GB2693'OF THE NORTH END OF A 28 FOOT DOUBLE CULVERT OVER GERMAN BRANCH, 24
 GB2693'FOOT NORTH OF CENTERLINE OF ROAD, ABOUT 2 FOOT LOWER THAN ROAD.
 GB2693
 GB2693                          STATION RECOVERY (2005)
 GB2693
 GB2693'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB2693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1613 ***********************************************************************
 GB1613  DESIGNATION -  M 253
 GB1613  PID         -  GB1613
 GB1613  STATE/COUNTY-  KY/MONROE
 GB1613  USGS QUAD   -  BLACKS FERRY (1982)
 GB1613
 GB1613                         *CURRENT SURVEY CONTROL
 GB1613  ___________________________________________________________________
 GB1613* NAD 83(1986)-  36 37 36.     (N)    085 27 07.     (W)     SCALED    
 GB1613* NAVD 88     -       254.973  (meters)     836.52   (feet)  ADJUSTED  
 GB1613  ___________________________________________________________________
 GB1613  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GB1613  DYNAMIC HT  -         254.758 (meters)     835.82  (feet)  COMP
 GB1613  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 GB1613
 GB1613  VERT ORDER  -  SECOND    CLASS 0
 GB1613
 GB1613.The horizontal coordinates were scaled from a topographic map and have
 GB1613.an estimated accuracy of +/- 6 seconds.
 GB1613
 GB1613.The orthometric height was determined by differential leveling
 GB1613.and adjusted by the National Geodetic Survey in June 1991..
 GB1613
 GB1613.The geoid height was determined by GEOID03.
 GB1613
 GB1613.The dynamic height is computed by dividing the NAVD 88
 GB1613.geopotential number by the normal gravity value computed on the
 GB1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1613.degrees latitude (g = 980.6199 gals.).
 GB1613
 GB1613.The modeled gravity was interpolated from observed gravity values.
 GB1613
 GB1613;                    North         East    Units  Estimated Accuracy
 GB1613;SPC KY1Z     - 1,032,600.    1,526,660.      MT  (+/- 180 meters Scaled)
 GB1613
 GB1613                          SUPERSEDED SURVEY CONTROL
 GB1613
 GB1613  NGVD 29 (??/??/92)  255.091  (m)          836.91   (f) ADJ UNCH    2 0
 GB1613
 GB1613.Superseded values are not recommended for survey control.
 GB1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1613.See file dsdata.txt to determine how the superseded data were derived.
 GB1613
 GB1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF384545(NAD 83)
 GB1613_MARKER: DB = BENCH MARK DISK
 GB1613_SETTING: 66 = SET IN ROCK OUTCROP
 GB1613_SP_SET: ROCK LEDGE
 GB1613_STAMPING: M 253 1951
 GB1613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1613+STABILITY: POSITION/ELEVATION WELL
 GB1613
 GB1613  HISTORY     - Date     Condition        Report By
 GB1613  HISTORY     - 1951     MONUMENTED       CGS
 GB1613  HISTORY     - 1952     MARK NOT FOUND   NGS
 GB1613
 GB1613                          STATION DESCRIPTION
 GB1613
 GB1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1613'3.4 MI SE FROM MARTINSBURG.
 GB1613'ABOUT 1.25 MILES SOUTHEAST AND EAST ALONG A DIRT ROAD FROM THE
 GB1613'ABANDONED FERRY LANDING ON CUMBERLAND RIVER AT MARTINSBURG,
 GB1613'THENCE ABOUT 2.15 MILES SOUTH AND EAST ALONG A DIRT ROAD AND
 GB1613'TRAIL, ABOUT 0.35 MILE EAST OF A TWO-STORY LOG HOUSE, NEAR THE
 GB1613'FOOT OF A HILL DECENDING WEST, IN THE TOP OF A LIMESTONE LEDGE
 GB1613'ABOUT 15 BY 7 FEET, 32 FEET NORTHEAST OF CENTER LINE OF TRAIL,
 GB1613'35 FEET SOUTH-SOUTHEAST OF A 24-INCH OAK TREE IN A FENCE LINE
 GB1613'(TREE HAS LIGHTING SCARS ON ITS EAST SIDE) 3 1/2 FEET NORTHEAST
 GB1613'OF CENTER OF AN ABANDONED TRAIL, 8 FEET SOUTHWEST OF A 10-INCH
 GB1613'HICKORY TREE, AND ABOUT 4 FEET ABOVE TRAIL.  NOTE-- MARK MAY
 GB1613'BE REACHED FROM THOMPSONS STORE, CLAY COUNTY TENNESSEE BY
 GB1613'GOING ABOUT 2.95 MILES NORTHWEST ALONG A GRAVEL ROAD AND TRAIL.
 GB1613
 GB1613                          STATION RECOVERY (1952)
 GB1613
 GB1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GB1613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2019 ***********************************************************************
 GB2019  DESIGNATION -  M 253 X
 GB2019  PID         -  GB2019
 GB2019  STATE/COUNTY-  KY/BARREN
 GB2019  USGS QUAD   -  TEMPLE HILL (1981)
 GB2019
 GB2019                         *CURRENT SURVEY CONTROL
 GB2019  ___________________________________________________________________
 GB2019* NAD 83(1986)-  36 56 28.     (N)    085 49 50.     (W)     SCALED    
 GB2019* NAVD 88     -       223.252  (meters)     732.45   (feet)  ADJUSTED  
 GB2019  ___________________________________________________________________
 GB2019  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GB2019  DYNAMIC HT  -         223.071 (meters)     731.86  (feet)  COMP
 GB2019  MODELED GRAV-     979,819.0   (mgal)                       NAVD 88
 GB2019
 GB2019  VERT ORDER  -  SECOND    CLASS 0
 GB2019
 GB2019.The horizontal coordinates were scaled from a topographic map and have
 GB2019.an estimated accuracy of +/- 6 seconds.
 GB2019
 GB2019.The orthometric height was determined by differential leveling
 GB2019.and adjusted by the National Geodetic Survey in June 1991..
 GB2019
 GB2019.The geoid height was determined by GEOID03.
 GB2019
 GB2019.The dynamic height is computed by dividing the NAVD 88
 GB2019.geopotential number by the normal gravity value computed on the
 GB2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2019.degrees latitude (g = 980.6199 gals.).
 GB2019
 GB2019.The modeled gravity was interpolated from observed gravity values.
 GB2019
 GB2019;                    North         East    Units  Estimated Accuracy
 GB2019;SPC KY1Z     - 1,067,460.    1,492,820.      MT  (+/- 180 meters Scaled)
 GB2019
 GB2019                          SUPERSEDED SURVEY CONTROL
 GB2019
 GB2019  NGVD 29 (??/??/92)  223.394  (m)          732.92   (f) ADJ UNCH    2 0
 GB2019
 GB2019.Superseded values are not recommended for survey control.
 GB2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2019.See file dsdata.txt to determine how the superseded data were derived.
 GB2019
 GB2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF041889(NAD 83)
 GB2019_MARKER: DB = BENCH MARK DISK
 GB2019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB2019_SP_SET: CULVERT
 GB2019_STAMPING: M 253X1951 732.918
 GB2019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2019
 GB2019  HISTORY     - Date     Condition        Report By
 GB2019  HISTORY     - 1951     MONUMENTED       CGS
 GB2019  HISTORY     - 1958     GOOD             NGS
 GB2019
 GB2019                          STATION DESCRIPTION
 GB2019
 GB2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2019'3 MI NW FROM EIGHTY EIGHT.
 GB2019'ABOUT 2.95 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE CHURCH
 GB2019'OF CHRIST AND CEMETERY AT EIGHTY EIGHT, ABOUT 0.15 MILE NORTHWEST
 GB2019'OF A 100-FOOT CONCRETE BRIDGE OVER A CREEK, ABOUT 0.1 MILE
 GB2019'SOUTHEAST OF A HOUSE WITH IMITATION BRICK SIDING, IN THE TOP OF
 GB2019'THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A 4-FOOT CONCRETE
 GB2019'BOX CULVERT, 12 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND
 GB2019'ABOUT 1 FOOT BELOW HIGHWAY.
 GB2019
 GB2019                          STATION RECOVERY (1958)
 GB2019
 GB2019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2812 ***********************************************************************
 GA2812  DESIGNATION -  M 254
 GA2812  PID         -  GA2812
 GA2812  STATE/COUNTY-  KY/BELL
 GA2812  USGS QUAD   -  BALKAN (1974)
 GA2812
 GA2812                         *CURRENT SURVEY CONTROL
 GA2812  ___________________________________________________________________
 GA2812* NAD 83(1986)-  36 51 22.     (N)    083 32 39.     (W)     SCALED    
 GA2812* NAVD 88     -       367.700  (meters)    1206.36   (feet)  ADJUSTED  
 GA2812  ___________________________________________________________________
 GA2812  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA2812  DYNAMIC HT  -         367.387 (meters)    1205.34  (feet)  COMP
 GA2812  MODELED GRAV-     979,767.2   (mgal)                       NAVD 88
 GA2812
 GA2812  VERT ORDER  -  SECOND    CLASS 0
 GA2812
 GA2812.The horizontal coordinates were scaled from a topographic map and have
 GA2812.an estimated accuracy of +/- 6 seconds.
 GA2812
 GA2812.The orthometric height was determined by differential leveling
 GA2812.and adjusted by the National Geodetic Survey in June 1991..
 GA2812
 GA2812.The geoid height was determined by GEOID03.
 GA2812
 GA2812.The dynamic height is computed by dividing the NAVD 88
 GA2812.geopotential number by the normal gravity value computed on the
 GA2812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2812.degrees latitude (g = 980.6199 gals.).
 GA2812
 GA2812.The modeled gravity was interpolated from observed gravity values.
 GA2812
 GA2812;                    North         East    Units  Estimated Accuracy
 GA2812;SPC KY1Z     - 1,060,350.    1,696,710.      MT  (+/- 180 meters Scaled)
 GA2812
 GA2812                          SUPERSEDED SURVEY CONTROL
 GA2812
 GA2812  NGVD 29 (??/??/92)  367.846  (m)         1206.84   (f) ADJ UNCH    2 0
 GA2812
 GA2812.Superseded values are not recommended for survey control.
 GA2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2812.See file dsdata.txt to determine how the superseded data were derived.
 GA2812
 GA2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA731819(NAD 83)
 GA2812_MARKER: DB = BENCH MARK DISK
 GA2812_SETTING: 66 = SET IN ROCK OUTCROP
 GA2812_SP_SET: SET IN ROCK OUTCROP
 GA2812_STAMPING: M 254 1951 1206.841
 GA2812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2812+STABILITY: POSITION/ELEVATION WELL
 GA2812
 GA2812  HISTORY     - Date     Condition        Report By
 GA2812  HISTORY     - 1951     MONUMENTED       CGS
 GA2812  HISTORY     - 1957     GOOD             NGS
 GA2812
 GA2812                          STATION DESCRIPTION
 GA2812
 GA2812'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2812'2 MI N FROM STONY FORK.
 GA2812'2.05 MILES NORTH ALONG A DIRT ROAD FOLLOWING STONY FORK CREEK
 GA2812'FROM THE BAPTIST CHURCH AND JUNCTION OF STATE HIGHWAY 221 AT
 GA2812'STONY FORK, ABOUT 1.05 MILES SOUTHEAST OF A SCHOOL, ABOUT 0.1 MILE
 GA2812'NORTHWEST OF THE NORTHWEST ONE OF TWO 20-FOOT WOODEN BRIDGES, ABOUT
 GA2812'0.1 MILE NORTHWEST OF A ROAD NORTHEAST, ON THE TOP OF A SHORT
 GA2812'STEEP HILL AND AT THE JUNCTION OF A DIM ROAD NORTHEAST, IN THE
 GA2812'TOP OF THE NORTHWEST CORNER OF A ROCK BLUFF WHICH FORMS THE
 GA2812'NORTHEAST BANK OF STONY FORK CREEK, 33 FEET SOUTHWEST OF CENTER
 GA2812'LINE OF ROAD AT JUNCTION OF DIM ROAD NORTHEAST, 1 FOOT EAST OF
 GA2812'THE NORTHWEST CORNER OF ROCK, 12 FEET WEST OF A WHITE WOODEN
 GA2812'WITNESS POST AND ABOUT 8 FEET BELOW LEVEL OF ROAD.
 GA2812
 GA2812                          STATION RECOVERY (1957)
 GA2812
 GA2812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0487 ***********************************************************************
 GY0487  DESIGNATION -  M 255
 GY0487  PID         -  GY0487
 GY0487  STATE/COUNTY-  KY/PIKE
 GY0487  USGS QUAD   -  WILLIAMSON (1992)
 GY0487
 GY0487                         *CURRENT SURVEY CONTROL
 GY0487  ___________________________________________________________________
 GY0487* NAD 83(1986)-  37 42 25.     (N)    082 20 43.     (W)     SCALED    
 GY0487* NAVD 88     -       199.780  (meters)     655.44   (feet)  ADJUSTED  
 GY0487  ___________________________________________________________________
 GY0487  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GY0487  DYNAMIC HT  -         199.633 (meters)     654.96  (feet)  COMP
 GY0487  MODELED GRAV-     979,887.9   (mgal)                       NAVD 88
 GY0487
 GY0487  VERT ORDER  -  SECOND    CLASS 0
 GY0487
 GY0487.The horizontal coordinates were scaled from a topographic map and have
 GY0487.an estimated accuracy of +/- 6 seconds.
 GY0487
 GY0487.The orthometric height was determined by differential leveling
 GY0487.and adjusted by the National Geodetic Survey in June 1991..
 GY0487
 GY0487.The geoid height was determined by GEOID03.
 GY0487
 GY0487.The dynamic height is computed by dividing the NAVD 88
 GY0487.geopotential number by the normal gravity value computed on the
 GY0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0487.degrees latitude (g = 980.6199 gals.).
 GY0487
 GY0487.The modeled gravity was interpolated from observed gravity values.
 GY0487
 GY0487;                    North         East    Units  Estimated Accuracy
 GY0487;SPC KY1Z     - 1,157,920.    1,800,140.      MT  (+/- 180 meters Scaled)
 GY0487
 GY0487                          SUPERSEDED SURVEY CONTROL
 GY0487
 GY0487  NGVD 29 (??/??/92)  200.003  (m)          656.18   (f) ADJ UNCH    2 0
 GY0487
 GY0487.Superseded values are not recommended for survey control.
 GY0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0487.See file dsdata.txt to determine how the superseded data were derived.
 GY0487
 GY0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB814741(NAD 83)
 GY0487_MARKER: DB = BENCH MARK DISK
 GY0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0487_SP_SET: CULVERT
 GY0487_STAMPING: M 255 1952 656.177
 GY0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0487+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 GY0487
 GY0487  HISTORY     - Date     Condition        Report By
 GY0487  HISTORY     - 1952     MONUMENTED       CGS
 GY0487  HISTORY     - 1956     GOOD             NGS
 GY0487  HISTORY     - 20010627 GOOD             KYDT
 GY0487
 GY0487                          STATION DESCRIPTION
 GY0487
 GY0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0487'9.2 MI NE FROM SIDNEY.
 GY0487'9.25 MILES NORTHEAST ALONG STATE HIGHWAY 468 FROM THE JUNCTION
 GY0487'OF U.S. HIGHWAY 119 AND BEVINS SCHOOL AT SIDNEY, 0.1 MILE SOUTHWEST
 GY0487'OF A SMALL CEMETERY, ABOUT 90 YARDS SOUTHWEST OF THE CENTER OF
 GY0487'JUNCTION OF A GRAVEL ROAD SOUTHEAST, 18 FEET SOUTH OF THE CENTER
 GY0487'LINE OF HIGHWAY, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 GY0487'HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT OVER BURGETT BRANCH,
 GY0487'1 FOOT BELOW THE LEVEL OF HIGHWAY.  NOTE-- MARK MAY BE REACHED
 GY0487'FROM NOLAN, WEST VIRGINIA BY GOING 4.4 MILES SOUTHWEST ALONG
 GY0487'KENTUCKY STATE HIGHWAY 468 FROM BRIDGE OVER TUG FORK OF BIG
 GY0487'SANDY RIVER AND KENTUCKY - WEST VIRGINIA STATE LINE.
 GY0487
 GY0487                          STATION RECOVERY (2001)
 GY0487
 GY0487'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0487'MARK IS ABOUT 2.5 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2412 ***********************************************************************
 GZ2412  DESIGNATION -  M 256
 GZ2412  PID         -  GZ2412
 GZ2412  STATE/COUNTY-  KY/LARUE
 GZ2412  USGS QUAD   -  SONORA (1992)
 GZ2412
 GZ2412                         *CURRENT SURVEY CONTROL
 GZ2412  ___________________________________________________________________
 GZ2412* NAD 83(1993)-  37 31 13.85362(N)    085 52 33.84137(W)     ADJUSTED  
 GZ2412* NAVD 88     -       246.484  (meters)     808.67   (feet)  ADJUSTED  
 GZ2412  ___________________________________________________________________
 GZ2412  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 GZ2412  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GZ2412  DYNAMIC HT  -         246.293 (meters)     808.05  (feet)  COMP
 GZ2412  MODELED GRAV-     979,851.6   (mgal)                       NAVD 88
 GZ2412
 GZ2412  HORZ ORDER  -  SECOND
 GZ2412  VERT ORDER  -  SECOND    CLASS 0
 GZ2412
 GZ2412.The horizontal coordinates were established by classical geodetic methods
 GZ2412.and adjusted by the National Geodetic Survey in December 1995..
 GZ2412
 GZ2412.The orthometric height was determined by differential leveling
 GZ2412.and adjusted by the National Geodetic Survey in June 1991..
 GZ2412
 GZ2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2412
 GZ2412.The geoid height was determined by GEOID03.
 GZ2412
 GZ2412.The dynamic height is computed by dividing the NAVD 88
 GZ2412.geopotential number by the normal gravity value computed on the
 GZ2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2412.degrees latitude (g = 980.6199 gals.).
 GZ2412
 GZ2412.The modeled gravity was interpolated from observed gravity values.
 GZ2412
 GZ2412;                    North         East     Units Scale Factor Converg.
 GZ2412;SPC KY1Z     - 1,131,764.258 1,488,856.365   MT  0.99992412   -0 04 38.6
 GZ2412;SPC KY1Z     - 3,713,129.90  4,884,689.59   sFT  0.99992412   -0 04 38.6
 GZ2412;SPC KY S     -   631,754.882   488,856.069   MT  0.99995067   -0 04 35.2
 GZ2412;SPC KY S     - 2,072,682.48  1,603,855.29   sFT  0.99995067   -0 04 35.2
 GZ2412;UTM  16      - 4,153,210.659   599,318.992   MT  0.99972150   +0 41 04.5
 GZ2412
 GZ2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2412!SPC KY1Z     -   0.99996640  x   0.99992412  =   0.99989052
 GZ2412!SPC KY S     -   0.99996640  x   0.99995067  =   0.99991707
 GZ2412!UTM  16      -   0.99996640  x   0.99972150  =   0.99968791
 GZ2412
 GZ2412                          SUPERSEDED SURVEY CONTROL
 GZ2412
 GZ2412  NAD 83(1986)-  37 31 13.86139(N)    085 52 33.84902(W) AD(       ) 2
 GZ2412  NAD 27      -  37 31 13.66100(N)    085 52 33.96200(W) AD(       ) 2
 GZ2412  NGVD 29 (??/??/92)  246.593  (m)          809.03   (f) ADJ UNCH    2 0
 GZ2412
 GZ2412.Superseded values are not recommended for survey control.
 GZ2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2412.See file dsdata.txt to determine how the superseded data were derived.
 GZ2412
 GZ2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG9931953211(NAD 83)
 GZ2412_MARKER: DB = BENCH MARK DISK
 GZ2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2412_STAMPING: M 256 1951
 GZ2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2412+STABILITY: SURFACE MOTION
 GZ2412
 GZ2412  HISTORY     - Date     Condition        Report By
 GZ2412  HISTORY     - 1951     MONUMENTED       CGS
 GZ2412  HISTORY     - 1951     GOOD             CGS
 GZ2412  HISTORY     - 1982     GOOD             KYDT
 GZ2412
 GZ2412                          STATION DESCRIPTION
 GZ2412
 GZ2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2412'SEE STATION SONORA.
 GZ2412
 GZ2412                          STATION RECOVERY (1951)
 GZ2412
 GZ2412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ2412'1 MI E FROM SONORA.
 GZ2412'0.75 MILE EAST ALONG STATE HIGHWAY 84 FROM THE CROSSING OF THE
 GZ2412'LOUISVILLE AND NASHVILLE RAILROAD AT SONORA, THENCE ABOUT 0.2
 GZ2412'MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.2 MILE EAST OF THE
 GZ2412'INTERSECTION OF U.S. HIGHWAY 31W AND THE HARDIN-LARUE COUNTY
 GZ2412'LINE, ABOUT 90 YARDS NORTH OF ROAD, SET AT THE FARM HOUSE OF
 GZ2412'MR. DAVE SMITH, 117 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GZ2412'HOUSE, 26 FEET WEST OF THE NORTHWEST CORNER OF BARN, 47 FEET
 GZ2412'EAST OF THE SOUTHEAST CORNER OF A CONCRETE STOCK WATER TROUGH,
 GZ2412'1 FOOT SOUTH OF AN EAST-WEST FENCE LINE, AND SET IN THE TOP
 GZ2412'OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ2412
 GZ2412                          STATION RECOVERY (1982)
 GZ2412
 GZ2412'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2055 ***********************************************************************
 GZ2055  DESIGNATION -  M 257
 GZ2055  PID         -  GZ2055
 GZ2055  STATE/COUNTY-  KY/HART
 GZ2055  USGS QUAD   -  CANMER (1987)
 GZ2055
 GZ2055                         *CURRENT SURVEY CONTROL
 GZ2055  ___________________________________________________________________
 GZ2055* NAD 83(1986)-  37 19 54.     (N)    085 45 56.     (W)     SCALED    
 GZ2055* NAVD 88     -       223.537  (meters)     733.39   (feet)  ADJUSTED  
 GZ2055  ___________________________________________________________________
 GZ2055  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GZ2055  DYNAMIC HT  -         223.366 (meters)     732.83  (feet)  COMP
 GZ2055  MODELED GRAV-     979,859.6   (mgal)                       NAVD 88
 GZ2055
 GZ2055  VERT ORDER  -  SECOND    CLASS 0
 GZ2055
 GZ2055.The horizontal coordinates were scaled from a topographic map and have
 GZ2055.an estimated accuracy of +/- 6 seconds.
 GZ2055
 GZ2055.The orthometric height was determined by differential leveling
 GZ2055.and adjusted by the National Geodetic Survey in June 1991..
 GZ2055
 GZ2055.The geoid height was determined by GEOID03.
 GZ2055
 GZ2055.The dynamic height is computed by dividing the NAVD 88
 GZ2055.geopotential number by the normal gravity value computed on the
 GZ2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2055.degrees latitude (g = 980.6199 gals.).
 GZ2055
 GZ2055.The modeled gravity was interpolated from observed gravity values.
 GZ2055
 GZ2055;                    North         East    Units  Estimated Accuracy
 GZ2055;SPC KY1Z     - 1,110,800.    1,498,620.      MT  (+/- 180 meters Scaled)
 GZ2055
 GZ2055                          SUPERSEDED SURVEY CONTROL
 GZ2055
 GZ2055  NGVD 29 (??/??/92)  223.667  (m)          733.81   (f) ADJ UNCH    2 0
 GZ2055
 GZ2055.Superseded values are not recommended for survey control.
 GZ2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2055.See file dsdata.txt to determine how the superseded data were derived.
 GZ2055
 GZ2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG093323(NAD 83)
 GZ2055_MARKER: DB = BENCH MARK DISK
 GZ2055_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2055_SP_SET: ROCK OUTCROP
 GZ2055_STAMPING: M 257 1951
 GZ2055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2055+STABILITY: POSITION/ELEVATION WELL
 GZ2055
 GZ2055  HISTORY     - Date     Condition        Report By
 GZ2055  HISTORY     - 1951     MONUMENTED       CGS
 GZ2055
 GZ2055                          STATION DESCRIPTION
 GZ2055
 GZ2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2055'0.6 MI S FROM LINWOOD.
 GZ2055'ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAY 31E FROM THE POST OFFICE
 GZ2055'AND CROSSROADS AT LINWOOD, ABOUT 0.8 MILE NORTH OF THE NORTH END
 GZ2055'OF BRIDGE OVER GREEN RIVER, ON THE INSIDE OF A LONG CURVE WITH
 GZ2055'TANGENTS EXTENDING NORTHEAST AND SOUTHEAST, SET IN THE TOP OF
 GZ2055'THE NORTHWEST CORNER OF A TRIANGLE SHAPED OUTCROP OF ROCK
 GZ2055'PROTRUDING OUT OF A CUT BANK, 27 FEET EAST OF THE CENTER LINE OF
 GZ2055'HIGHWAY, 60 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY AT A POINT
 GZ2055'WHERE POWER LINE CROSSES HIGHWAY TO A WHITE FARM HOUSE WEST OF
 GZ2055'HIGHWAY, 3 FEET ABOVE THE HIGHWAY AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1965 ***********************************************************************
 GZ1965  DESIGNATION -  M 258
 GZ1965  PID         -  GZ1965
 GZ1965  STATE/COUNTY-  KY/HARDIN
 GZ1965  USGS QUAD   -  UPTON (1993)
 GZ1965
 GZ1965                         *CURRENT SURVEY CONTROL
 GZ1965  ___________________________________________________________________
 GZ1965* NAD 83(1986)-  37 29 48.     (N)    085 53 12.     (W)     SCALED    
 GZ1965* NAVD 88     -       231.406  (meters)     759.20   (feet)  ADJUSTED  
 GZ1965  ___________________________________________________________________
 GZ1965  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GZ1965  DYNAMIC HT  -         231.227 (meters)     758.62  (feet)  COMP
 GZ1965  MODELED GRAV-     979,851.5   (mgal)                       NAVD 88
 GZ1965
 GZ1965  VERT ORDER  -  FIRST     CLASS II
 GZ1965
 GZ1965.The horizontal coordinates were scaled from a topographic map and have
 GZ1965.an estimated accuracy of +/- 6 seconds.
 GZ1965
 GZ1965.The orthometric height was determined by differential leveling
 GZ1965.and adjusted by the National Geodetic Survey in June 1991..
 GZ1965
 GZ1965.The geoid height was determined by GEOID03.
 GZ1965
 GZ1965.The dynamic height is computed by dividing the NAVD 88
 GZ1965.geopotential number by the normal gravity value computed on the
 GZ1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1965.degrees latitude (g = 980.6199 gals.).
 GZ1965
 GZ1965.The modeled gravity was interpolated from observed gravity values.
 GZ1965
 GZ1965;                    North         East    Units  Estimated Accuracy
 GZ1965;SPC KY1Z     - 1,129,120.    1,487,920.      MT  (+/- 180 meters Scaled)
 GZ1965
 GZ1965                          SUPERSEDED SURVEY CONTROL
 GZ1965
 GZ1965  NGVD 29 (??/??/92)  231.512  (m)          759.55   (f) ADJ UNCH    1 2
 GZ1965
 GZ1965.Superseded values are not recommended for survey control.
 GZ1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1965.See file dsdata.txt to determine how the superseded data were derived.
 GZ1965
 GZ1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG984505(NAD 83)
 GZ1965_MARKER: DB = BENCH MARK DISK
 GZ1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1965_STAMPING: M 258 1951
 GZ1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1965+STABILITY: SURFACE MOTION
 GZ1965
 GZ1965  HISTORY     - Date     Condition        Report By
 GZ1965  HISTORY     - 1951     MONUMENTED       CGS
 GZ1965  HISTORY     - 1965     GOOD             NGS
 GZ1965  HISTORY     - 1982     GOOD             KYDT
 GZ1965
 GZ1965                          STATION DESCRIPTION
 GZ1965
 GZ1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1965'2.4 MI N FROM UPTON.
 GZ1965'ABOUT 2.35 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE
 GZ1965'RAILROAD FROM THE STATION AT UPTON, ABOUT 1.9 MILES SOUTH OF
 GZ1965'THE CROSSING OF STATE HIGHWAY 84 AT SONORA, ABOUT 7 RAILS SOUTH
 GZ1965'OF MILE POST 57, AT A NARROW GRAVEL ROAD CROSSING, 30 FEET EAST
 GZ1965'OF EAST RAIL, 46 FEET NORTH OF CENTER LINE OF ROAD, 9 FEET WEST
 GZ1965'OF CENTER LINE OF A PRIVATE ROAD PARALLEL TO TRACK, 6 FEET EAST
 GZ1965'OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH
 GZ1965'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE TRACK
 GZ1965'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ1965
 GZ1965                          STATION RECOVERY (1965)
 GZ1965
 GZ1965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GZ1965'RECOVERED IN GOOD CONDITION.
 GZ1965
 GZ1965                          STATION RECOVERY (1982)
 GZ1965
 GZ1965'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ1965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1992 ***********************************************************************
 GZ1992  DESIGNATION -  M 259
 GZ1992  PID         -  GZ1992
 GZ1992  STATE/COUNTY-  KY/HART
 GZ1992  USGS QUAD   -  HUDGINS (1961)
 GZ1992
 GZ1992                         *CURRENT SURVEY CONTROL
 GZ1992  ___________________________________________________________________
 GZ1992* NAD 83(1986)-  37 20 50.     (N)    085 44 02.     (W)     SCALED    
 GZ1992* NAVD 88     -       213.363  (meters)     700.01   (feet)  ADJUSTED  
 GZ1992  ___________________________________________________________________
 GZ1992  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GZ1992  DYNAMIC HT  -         213.198 (meters)     699.47  (feet)  COMP
 GZ1992  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 GZ1992
 GZ1992  VERT ORDER  -  SECOND    CLASS 0
 GZ1992
 GZ1992.The horizontal coordinates were scaled from a topographic map and have
 GZ1992.an estimated accuracy of +/- 6 seconds.
 GZ1992
 GZ1992.The orthometric height was determined by differential leveling
 GZ1992.and adjusted by the National Geodetic Survey in June 1991..
 GZ1992
 GZ1992.The geoid height was determined by GEOID03.
 GZ1992
 GZ1992.The dynamic height is computed by dividing the NAVD 88
 GZ1992.geopotential number by the normal gravity value computed on the
 GZ1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1992.degrees latitude (g = 980.6199 gals.).
 GZ1992
 GZ1992.The modeled gravity was interpolated from observed gravity values.
 GZ1992
 GZ1992;                    North         East    Units  Estimated Accuracy
 GZ1992;SPC KY1Z     - 1,112,530.    1,501,430.      MT  (+/- 180 meters Scaled)
 GZ1992
 GZ1992                          SUPERSEDED SURVEY CONTROL
 GZ1992
 GZ1992  NGVD 29 (??/??/92)  213.494  (m)          700.44   (f) ADJ UNCH    2 0
 GZ1992
 GZ1992.Superseded values are not recommended for survey control.
 GZ1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1992.See file dsdata.txt to determine how the superseded data were derived.
 GZ1992
 GZ1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG121341(NAD 83)
 GZ1992_MARKER: DB = BENCH MARK DISK
 GZ1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1992_STAMPING: M 259 1951
 GZ1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1992+STABILITY: SURFACE MOTION
 GZ1992
 GZ1992  HISTORY     - Date     Condition        Report By
 GZ1992  HISTORY     - 1951     MONUMENTED       CGS
 GZ1992
 GZ1992                          STATION DESCRIPTION
 GZ1992
 GZ1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1992'1.8 MI NE FROM LINWOOD.
 GZ1992'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 31E FROM THE POST OFFICE
 GZ1992'AND CROSSROADS AT LINWOOD, THENCE ABOUT 0.2 MILE EAST AND
 GZ1992'NORTHEAST ALONG OLD HIGHWAY 31E, THENCE ABOUT 1.05 MILES EAST
 GZ1992'ALONG A GRAVEL ROAD, ABOUT 0.85 MILE SOUTHWEST OF THE CROSSING
 GZ1992'OF A STEEL TOWER POWER TRANSMISSION LINE, AND SET ON THE OUTSIDE
 GZ1992'OF A LONG CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHEAST, AT
 GZ1992'A FENCE CORNER 22 FEET NORTHWEST OF THE CENTER LINE OF ROAD, 7
 GZ1992'FEET NORTHEAST OF AN 8-INCH CEDAR TREE, 116 FEET NORTH AND
 GZ1992'ACROSS ROAD FROM THE ONLY POWER POLE SOUTHEAST OF ROAD, 3 1/2
 GZ1992'FEET NORTHWEST OF A FENCE CORNER, 12 FEET WEST OF THE SOUTHWEST
 GZ1992'END OF A PIPE CULVERT UNDER A DIM DRIVE NORTHWEST, 2 FEET
 GZ1992'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 GZ1992'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1457 ***********************************************************************
 GA1457  DESIGNATION -  M 26
 GA1457  PID         -  GA1457
 GA1457  STATE/COUNTY-  KY/HARLAN
 GA1457  USGS QUAD   -  WALLINS CREEK (1974)
 GA1457
 GA1457                         *CURRENT SURVEY CONTROL
 GA1457  ___________________________________________________________________
 GA1457* NAD 83(1986)-  36 48 45.     (N)    083 29 31.     (W)     SCALED    
 GA1457* NAVD 88     -       336.050  (meters)    1102.52   (feet)  ADJUSTED  
 GA1457  ___________________________________________________________________
 GA1457  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA1457  DYNAMIC HT  -         335.760 (meters)    1101.57  (feet)  COMP
 GA1457  MODELED GRAV-     979,760.5   (mgal)                       NAVD 88
 GA1457
 GA1457  VERT ORDER  -  SECOND    CLASS 0
 GA1457
 GA1457.The horizontal coordinates were scaled from a topographic map and have
 GA1457.an estimated accuracy of +/- 6 seconds.
 GA1457
 GA1457.The orthometric height was determined by differential leveling
 GA1457.and adjusted by the National Geodetic Survey in June 1991..
 GA1457
 GA1457.The geoid height was determined by GEOID03.
 GA1457
 GA1457.The dynamic height is computed by dividing the NAVD 88
 GA1457.geopotential number by the normal gravity value computed on the
 GA1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1457.degrees latitude (g = 980.6199 gals.).
 GA1457
 GA1457.The modeled gravity was interpolated from observed gravity values.
 GA1457
 GA1457;                    North         East    Units  Estimated Accuracy
 GA1457;SPC KY1Z     - 1,055,620.    1,701,480.      MT  (+/- 180 meters Scaled)
 GA1457
 GA1457                          SUPERSEDED SURVEY CONTROL
 GA1457
 GA1457  NGVD 29 (??/??/92)  336.198  (m)         1103.01   (f) ADJ UNCH    2 0
 GA1457
 GA1457.Superseded values are not recommended for survey control.
 GA1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1457.See file dsdata.txt to determine how the superseded data were derived.
 GA1457
 GA1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA777769(NAD 83)
 GA1457_MARKER: DB = BENCH MARK DISK
 GA1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1457_STAMPING: M 26 1934 1103.010
 GA1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1457+STABILITY: SURFACE MOTION
 GA1457
 GA1457  HISTORY     - Date     Condition        Report By
 GA1457  HISTORY     - 1934     MONUMENTED       CGS
 GA1457  HISTORY     - 1957     POOR             NGS
 GA1457
 GA1457                          STATION DESCRIPTION
 GA1457
 GA1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA1457'AT MOLUS.
 GA1457'ORIGINAL DESCRIPTION-- AT MOLUS, HARLAN COUNTY, ON THE LOUISVILLE
 GA1457'AND NASHVILLE RAILROAD, 30 FEET NORTH OF THE STATION, 35 FEET WEST
 GA1457'OF THE CENTER LINE OF THE WESTBOUND MAIN TRACK, AND 4 FEET EAST
 GA1457'OF A POLE.  A STANDARD DISK, STAMPED M 26 1934 AND SET IN THE
 GA1457'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3234 ***********************************************************************
 GA3234  DESIGNATION -  M 26 RESET 1978
 GA3234  PID         -  GA3234
 GA3234  STATE/COUNTY-  KY/HARLAN
 GA3234  USGS QUAD   -  WALLINS CREEK (1974)
 GA3234
 GA3234                         *CURRENT SURVEY CONTROL
 GA3234  ___________________________________________________________________
 GA3234* NAD 83(1986)-  36 48 45.     (N)    083 29 31.     (W)     SCALED    
 GA3234* NAVD 88     -       336.06   (meters)    1102.6    (feet)  RESET     
 GA3234  ___________________________________________________________________
 GA3234  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA3234
 GA3234  VERT ORDER  -  THIRD
 GA3234
 GA3234.The horizontal coordinates were scaled from a topographic map and have
 GA3234.an estimated accuracy of +/- 6 seconds.
 GA3234
 GA3234.The orthometric height was computed from unverified reset data.
 GA3234.No vertical observational check was made to the station.
 GA3234
 GA3234.The geoid height was determined by GEOID03.
 GA3234
 GA3234;                    North         East    Units  Estimated Accuracy
 GA3234;SPC KY1Z     - 1,055,620.    1,701,480.      MT  (+/- 180 meters Scaled)
 GA3234
 GA3234                          SUPERSEDED SURVEY CONTROL
 GA3234
 GA3234  NGVD 29 (10/08/05)  336.21   (m)         1103.0    (f) RESET       3  
 GA3234
 GA3234.Superseded values are not recommended for survey control.
 GA3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3234.See file dsdata.txt to determine how the superseded data were derived.
 GA3234
 GA3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA777769(NAD 83)
 GA3234_MARKER: DB = BENCH MARK DISK
 GA3234_SETTING: 0 = UNSPECIFIED SETTING
 GA3234_STAMPING: M 26 RESET 1978
 GA3234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3234
 GA3234  HISTORY     - Date     Condition        Report By
 GA3234  HISTORY     - 1978     MONUMENTED       NGS
 GA3234
 GA3234                          STATION DESCRIPTION
 GA3234
 GA3234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GA3234'IN MOLVS.
 GA3234'PRE-CAST ALUMINUM MONUMENT, WITH MAGNETS, 41 FEET WEST OF WEST RAIL
 GA3234'OF MAIN TRACK OF L AND N RAILROAD, 3 FEET NORTHEAST OF A TELEPHONE
 GA3234'POLE, 1 FOOT NORTH OF A METAL WITNESS POST AND ABOUT 125 FEET SOUTH
 GA3234'OF THE CENTERLINE OF RAILROAD CROSSING OF GRAVEL ROAD TO NEW BRIDGE
 GA3234'TO U.S. HIGHWAY 119.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2110 ***********************************************************************
 GZ2110  DESIGNATION -  M 260
 GZ2110  PID         -  GZ2110
 GZ2110  STATE/COUNTY-  KY/METCALFE
 GZ2110  USGS QUAD   -  HISEVILLE (1976)
 GZ2110
 GZ2110                         *CURRENT SURVEY CONTROL
 GZ2110  ___________________________________________________________________
 GZ2110* NAD 83(1986)-  37 04 29.     (N)    085 45 00.     (W)     SCALED    
 GZ2110* NAVD 88     -       235.280  (meters)     771.91   (feet)  ADJUSTED  
 GZ2110  ___________________________________________________________________
 GZ2110  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GZ2110  DYNAMIC HT  -         235.092 (meters)     771.30  (feet)  COMP
 GZ2110  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 GZ2110
 GZ2110  VERT ORDER  -  SECOND    CLASS 0
 GZ2110
 GZ2110.The horizontal coordinates were scaled from a topographic map and have
 GZ2110.an estimated accuracy of +/- 6 seconds.
 GZ2110
 GZ2110.The orthometric height was determined by differential leveling
 GZ2110.and adjusted by the National Geodetic Survey in June 1991..
 GZ2110
 GZ2110.The geoid height was determined by GEOID03.
 GZ2110
 GZ2110.The dynamic height is computed by dividing the NAVD 88
 GZ2110.geopotential number by the normal gravity value computed on the
 GZ2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2110.degrees latitude (g = 980.6199 gals.).
 GZ2110
 GZ2110.The modeled gravity was interpolated from observed gravity values.
 GZ2110
 GZ2110;                    North         East    Units  Estimated Accuracy
 GZ2110;SPC KY1Z     - 1,082,280.    1,500,000.      MT  (+/- 180 meters Scaled)
 GZ2110
 GZ2110                          SUPERSEDED SURVEY CONTROL
 GZ2110
 GZ2110  NGVD 29 (??/??/92)  235.422  (m)          772.38   (f) ADJ UNCH    2 0
 GZ2110
 GZ2110.Superseded values are not recommended for survey control.
 GZ2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2110.See file dsdata.txt to determine how the superseded data were derived.
 GZ2110
 GZ2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG111038(NAD 83)
 GZ2110_MARKER: DB = BENCH MARK DISK
 GZ2110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2110_SP_SET: BRIDGE
 GZ2110_STAMPING: M 260 1951
 GZ2110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2110
 GZ2110  HISTORY     - Date     Condition        Report By
 GZ2110  HISTORY     - 1951     MONUMENTED       CGS
 GZ2110
 GZ2110                          STATION DESCRIPTION
 GZ2110
 GZ2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2110'2.8 MI W FROM KNOB LICK.
 GZ2110'ABOUT 2.85 MILES WEST ALONG STATE HIGHWAY 70 FROM THE CROSSROADS
 GZ2110'AT KNOB LICK, ABOUT 0.55 MILE EAST OF THE BARREN-METCALFE COUNTY
 GZ2110'LINE, IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A
 GZ2110'45-FOOT CONCRETE BRIDGE OVER SPRING CREEK, 12 FEET SOUTH OF THE
 GZ2110'CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2086 ***********************************************************************
 GZ2086  DESIGNATION -  M 261
 GZ2086  PID         -  GZ2086
 GZ2086  STATE/COUNTY-  KY/BARREN
 GZ2086  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ2086
 GZ2086                         *CURRENT SURVEY CONTROL
 GZ2086  ___________________________________________________________________
 GZ2086* NAD 83(1986)-  37 02 57.     (N)    085 53 49.     (W)     SCALED    
 GZ2086* NAVD 88     -       232.366  (meters)     762.35   (feet)  ADJUSTED  
 GZ2086  ___________________________________________________________________
 GZ2086  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GZ2086  DYNAMIC HT  -         232.180 (meters)     761.74  (feet)  COMP
 GZ2086  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 GZ2086
 GZ2086  VERT ORDER  -  SECOND    CLASS 0
 GZ2086
 GZ2086.The horizontal coordinates were scaled from a topographic map and have
 GZ2086.an estimated accuracy of +/- 6 seconds.
 GZ2086
 GZ2086.The orthometric height was determined by differential leveling
 GZ2086.and adjusted by the National Geodetic Survey in June 1991..
 GZ2086
 GZ2086.The geoid height was determined by GEOID03.
 GZ2086
 GZ2086.The dynamic height is computed by dividing the NAVD 88
 GZ2086.geopotential number by the normal gravity value computed on the
 GZ2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2086.degrees latitude (g = 980.6199 gals.).
 GZ2086
 GZ2086.The modeled gravity was interpolated from observed gravity values.
 GZ2086
 GZ2086;                    North         East    Units  Estimated Accuracy
 GZ2086;SPC KY1Z     - 1,079,460.    1,486,930.      MT  (+/- 180 meters Scaled)
 GZ2086
 GZ2086                          SUPERSEDED SURVEY CONTROL
 GZ2086
 GZ2086  NGVD 29 (??/??/92)  232.503  (m)          762.80   (f) ADJ UNCH    2 0
 GZ2086
 GZ2086.Superseded values are not recommended for survey control.
 GZ2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2086.See file dsdata.txt to determine how the superseded data were derived.
 GZ2086
 GZ2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG980008(NAD 83)
 GZ2086_MARKER: DB = BENCH MARK DISK
 GZ2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2086_STAMPING: M 261 1951
 GZ2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2086+STABILITY: SURFACE MOTION
 GZ2086
 GZ2086  HISTORY     - Date     Condition        Report By
 GZ2086  HISTORY     - 1951     MONUMENTED       CGS
 GZ2086  HISTORY     - 1954     GOOD             NGS
 GZ2086
 GZ2086                          STATION DESCRIPTION
 GZ2086
 GZ2086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GZ2086'4 MI N FROM GLASGOW.
 GZ2086'ABOUT 4.0 MILES NORTH ALONG U.S. HIGHWAY 31E FROM THE COURT HOUSE
 GZ2086'AT GLASGOW, IN THE Y FORMED BY THE JUNCTION OF NEW HIGHWAY AND OLD
 GZ2086'HIGHWAY, AT THE NORTH ONE OF TWO TWIN POWER POLES ON POWER LINE
 GZ2086'(REMAINDER OF LINE HAS SINGLE POWER POLES), 49 FEET NORTHWEST OF
 GZ2086'CENTER LINE OF NEW HIGHWAY, 32 FEET EAST OF CENTER LINE OF OLD
 GZ2086'HIGHWAY, AT THE SOUTHWEST END OF A DEEP FILL ON NEW HIGHWAY,
 GZ2086'4 1/2 FEET NORTHEAST OF THE SOUTHEAST POLE OF TWIN POWER POLE, ABOUT
 GZ2086'2 FEET BELOW LEVEL OF NEW HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GZ2086'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2183 ***********************************************************************
 GZ2183  DESIGNATION -  M 262
 GZ2183  PID         -  GZ2183
 GZ2183  STATE/COUNTY-  KY/GREEN
 GZ2183  USGS QUAD   -  CENTER (1985)
 GZ2183
 GZ2183                         *CURRENT SURVEY CONTROL
 GZ2183  ___________________________________________________________________
 GZ2183* NAD 83(1986)-  37 09 33.     (N)    085 40 06.     (W)     SCALED    
 GZ2183* NAVD 88     -       229.154  (meters)     751.82   (feet)  ADJUSTED  
 GZ2183  ___________________________________________________________________
 GZ2183  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GZ2183  DYNAMIC HT  -         228.974 (meters)     751.23  (feet)  COMP
 GZ2183  MODELED GRAV-     979,841.7   (mgal)                       NAVD 88
 GZ2183
 GZ2183  VERT ORDER  -  SECOND    CLASS 0
 GZ2183
 GZ2183.The horizontal coordinates were scaled from a topographic map and have
 GZ2183.an estimated accuracy of +/- 6 seconds.
 GZ2183
 GZ2183.The orthometric height was determined by differential leveling
 GZ2183.and adjusted by the National Geodetic Survey in June 1991..
 GZ2183
 GZ2183.The geoid height was determined by GEOID03.
 GZ2183
 GZ2183.The dynamic height is computed by dividing the NAVD 88
 GZ2183.geopotential number by the normal gravity value computed on the
 GZ2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2183.degrees latitude (g = 980.6199 gals.).
 GZ2183
 GZ2183.The modeled gravity was interpolated from observed gravity values.
 GZ2183
 GZ2183;                    North         East    Units  Estimated Accuracy
 GZ2183;SPC KY1Z     - 1,091,660.    1,507,250.      MT  (+/- 180 meters Scaled)
 GZ2183
 GZ2183                          SUPERSEDED SURVEY CONTROL
 GZ2183
 GZ2183  NGVD 29 (??/??/92)  229.293  (m)          752.27   (f) ADJ UNCH    2 0
 GZ2183
 GZ2183.Superseded values are not recommended for survey control.
 GZ2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2183.See file dsdata.txt to determine how the superseded data were derived.
 GZ2183
 GZ2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG182133(NAD 83)
 GZ2183_MARKER: DB = BENCH MARK DISK
 GZ2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2183_STAMPING: M 262 1951
 GZ2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2183+STABILITY: SURFACE MOTION
 GZ2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2183+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 GZ2183
 GZ2183  HISTORY     - Date     Condition        Report By
 GZ2183  HISTORY     - 1951     MONUMENTED       CGS
 GZ2183  HISTORY     - 20010426 GOOD             KYDT
 GZ2183
 GZ2183                          STATION DESCRIPTION
 GZ2183
 GZ2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2183'0.2 MI W FROM CRAILHOPE.
 GZ2183'ABOUT 0.15 MILE WEST ALONG STATE HIGHWAY 218 FROM THE POST
 GZ2183'OFFICE AT CRAILHOPE, ABOUT 0.3 MILE EAST OF THE GREEN-METCALFE
 GZ2183'COUNTY LINE, ABOUT 0.4 MILE EAST OF A CHURCH AND CEMETERY, ON
 GZ2183'THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND
 GZ2183'NORTHEAST, AT A BOARD GATE ACROSS A DRIVE SOUTH TO A FIELD, AT
 GZ2183'THE EAST END OF CUT, 32 FEET SOUTH OF CENTER LINE OF HIGHWAY, 9
 GZ2183'FEET EAST OF CENTER OF DRIVE, 73 FEET EAST-NORTHEAST AND ACROSS
 GZ2183'DRIVE FROM A POWER POLE WITH A TRANSFORMER, 1 FOOT NORTH OF A
 GZ2183'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ2183'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ2183'3 INCHES.
 GZ2183
 GZ2183                          STATION RECOVERY (2001)
 GZ2183
 GZ2183'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2183'MARK IS 9 FEET EAST OF CENTER OF CIRCULAR GRAVEL DRIVE TO 1 STORY
 GZ2183'BRICK HOUSE, 17 FEET SOUTHWEST OF UNDERGROUND TELEPHONE CABLE WARNING
 GZ2183'POST AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2859 ***********************************************************************
 GA2859  DESIGNATION -  M 263
 GA2859  PID         -  GA2859
 GA2859  STATE/COUNTY-  KY/KNOX
 GA2859  USGS QUAD   -  SCALF (1979)
 GA2859
 GA2859                         *CURRENT SURVEY CONTROL
 GA2859  ___________________________________________________________________
 GA2859* NAD 83(1986)-  36 52 38.     (N)    083 44 17.     (W)     SCALED    
 GA2859* NAVD 88     -       302.970  (meters)     993.99   (feet)  ADJUSTED  
 GA2859  ___________________________________________________________________
 GA2859  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA2859  DYNAMIC HT  -         302.718 (meters)     993.17  (feet)  COMP
 GA2859  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 GA2859
 GA2859  VERT ORDER  -  SECOND    CLASS 0
 GA2859
 GA2859.The horizontal coordinates were scaled from a topographic map and have
 GA2859.an estimated accuracy of +/- 6 seconds.
 GA2859
 GA2859.The orthometric height was determined by differential leveling
 GA2859.and adjusted by the National Geodetic Survey in June 1991..
 GA2859
 GA2859.The geoid height was determined by GEOID03.
 GA2859
 GA2859.The dynamic height is computed by dividing the NAVD 88
 GA2859.geopotential number by the normal gravity value computed on the
 GA2859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2859.degrees latitude (g = 980.6199 gals.).
 GA2859
 GA2859.The modeled gravity was interpolated from observed gravity values.
 GA2859
 GA2859;                    North         East    Units  Estimated Accuracy
 GA2859;SPC KY1Z     - 1,062,300.    1,679,370.      MT  (+/- 180 meters Scaled)
 GA2859
 GA2859                          SUPERSEDED SURVEY CONTROL
 GA2859
 GA2859  NGVD 29 (??/??/92)  303.125  (m)          994.50   (f) ADJ UNCH    2 0
 GA2859
 GA2859.Superseded values are not recommended for survey control.
 GA2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2859.See file dsdata.txt to determine how the superseded data were derived.
 GA2859
 GA2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA559847(NAD 83)
 GA2859_MARKER: DB = BENCH MARK DISK
 GA2859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2859_SP_SET: ABUTMENT
 GA2859_STAMPING: M 263 1951 994.503
 GA2859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2859
 GA2859  HISTORY     - Date     Condition        Report By
 GA2859  HISTORY     - 1951     MONUMENTED       CGS
 GA2859  HISTORY     - 1957     GOOD             NGS
 GA2859
 GA2859                          STATION DESCRIPTION
 GA2859
 GA2859'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2859'AT DEWITT.
 GA2859'AT DEWITT, ALONG STATE HIGHWAY 223, AT A GRAVEL ROAD CROSSING
 GA2859'AND A BRIDGE OVER TRACE FORK, IN THE TOP OF THE NORTH END OF EAST
 GA2859'ABUTMENT OF 100-FOOT CONCRETE HIGHWAY BRIDGE, 13 FEET NORTH OF
 GA2859'CENTER LINE OF HIGHWAY, 1 FOOT NORTH OF CONCRETE BANISTER AND
 GA2859'ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 GA2859
 GA2859                          STATION RECOVERY (1957)
 GA2859
 GA2859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2836 ***********************************************************************
 GA2836  DESIGNATION -  M 264
 GA2836  PID         -  GA2836
 GA2836  STATE/COUNTY-  KY/KNOX
 GA2836  USGS QUAD   -  SCALF (1979)
 GA2836
 GA2836                         *CURRENT SURVEY CONTROL
 GA2836  ___________________________________________________________________
 GA2836* NAD 83(1986)-  36 55 23.     (N)    083 38 03.     (W)     SCALED    
 GA2836* NAVD 88     -       343.057  (meters)    1125.51   (feet)  ADJUSTED  
 GA2836  ___________________________________________________________________
 GA2836  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GA2836  DYNAMIC HT  -         342.769 (meters)    1124.57  (feet)  COMP
 GA2836  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 GA2836
 GA2836  VERT ORDER  -  SECOND    CLASS 0
 GA2836
 GA2836.The horizontal coordinates were scaled from a topographic map and have
 GA2836.an estimated accuracy of +/- 6 seconds.
 GA2836
 GA2836.The orthometric height was determined by differential leveling
 GA2836.and adjusted by the National Geodetic Survey in June 1991..
 GA2836
 GA2836.The geoid height was determined by GEOID03.
 GA2836
 GA2836.The dynamic height is computed by dividing the NAVD 88
 GA2836.geopotential number by the normal gravity value computed on the
 GA2836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2836.degrees latitude (g = 980.6199 gals.).
 GA2836
 GA2836.The modeled gravity was interpolated from observed gravity values.
 GA2836
 GA2836;                    North         East    Units  Estimated Accuracy
 GA2836;SPC KY1Z     - 1,067,590.    1,688,520.      MT  (+/- 180 meters Scaled)
 GA2836
 GA2836                          SUPERSEDED SURVEY CONTROL
 GA2836
 GA2836  NGVD 29 (??/??/92)  343.208  (m)         1126.01   (f) ADJ UNCH    2 0
 GA2836
 GA2836.Superseded values are not recommended for survey control.
 GA2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2836.See file dsdata.txt to determine how the superseded data were derived.
 GA2836
 GA2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA653895(NAD 83)
 GA2836_MARKER: DB = BENCH MARK DISK
 GA2836_SETTING: 66 = SET IN ROCK OUTCROP
 GA2836_SP_SET: SET IN ROCK OUTCROP
 GA2836_STAMPING: M 264 1951
 GA2836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2836+STABILITY: POSITION/ELEVATION WELL
 GA2836
 GA2836  HISTORY     - Date     Condition        Report By
 GA2836  HISTORY     - 1951     MONUMENTED       CGS
 GA2836  HISTORY     - 1957     MARK NOT FOUND   NGS
 GA2836
 GA2836                          STATION DESCRIPTION
 GA2836
 GA2836'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2836'0.6 MI NE FROM MILLS.
 GA2836'0.55 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GA2836'MILLS, ABOUT 1.05 MILES SOUTHWEST OF POST OFFICE AT EROSE, ABOUT
 GA2836'0.65 MILE SOUTHWEST OF A STONE SCHOOL BUILDING, ON THE OUTSIDE
 GA2836'AND AT SOUTHWEST END OF A LONG CURVE WITH TANGENTS EXTENDING EAST
 GA2836'AND SOUTHWEST, IN THE TOP OF A ROUNDED ROUGH OUTCROP OF ROCK, 25
 GA2836'FEET NORTHWEST OF CENTER LINE OF ROAD, 35 FEET SOUTHWEST OF
 GA2836'SOUTHWEST EDGE OF A VERY LARGE PROMINENT BOULDER, AND ABOUT 6
 GA2836'FEET ABOVE LEVEL OF ROAD.
 GA2836
 GA2836                          STATION RECOVERY (1957)
 GA2836
 GA2836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2842 ***********************************************************************
 GA2842  DESIGNATION -  M 265
 GA2842  PID         -  GA2842
 GA2842  STATE/COUNTY-  KY/BELL
 GA2842  USGS QUAD   -  BEVERLY (1979)
 GA2842
 GA2842                         *CURRENT SURVEY CONTROL
 GA2842  ___________________________________________________________________
 GA2842* NAD 83(1986)-  36 56 11.     (N)    083 32 39.     (W)     SCALED    
 GA2842* NAVD 88     -       390.683  (meters)    1281.77   (feet)  ADJUSTED  
 GA2842  ___________________________________________________________________
 GA2842  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2842  DYNAMIC HT  -         390.353 (meters)    1280.68  (feet)  COMP
 GA2842  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 GA2842
 GA2842  VERT ORDER  -  SECOND    CLASS 0
 GA2842
 GA2842.The horizontal coordinates were scaled from a topographic map and have
 GA2842.an estimated accuracy of +/- 6 seconds.
 GA2842
 GA2842.The orthometric height was determined by differential leveling
 GA2842.and adjusted by the National Geodetic Survey in June 1991..
 GA2842
 GA2842.The geoid height was determined by GEOID03.
 GA2842
 GA2842.The dynamic height is computed by dividing the NAVD 88
 GA2842.geopotential number by the normal gravity value computed on the
 GA2842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2842.degrees latitude (g = 980.6199 gals.).
 GA2842
 GA2842.The modeled gravity was interpolated from observed gravity values.
 GA2842
 GA2842;                    North         East    Units  Estimated Accuracy
 GA2842;SPC KY1Z     - 1,069,250.    1,696,500.      MT  (+/- 180 meters Scaled)
 GA2842
 GA2842                          SUPERSEDED SURVEY CONTROL
 GA2842
 GA2842  NGVD 29 (??/??/92)  390.831  (m)         1282.25   (f) ADJ UNCH    2 0
 GA2842
 GA2842.Superseded values are not recommended for survey control.
 GA2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2842.See file dsdata.txt to determine how the superseded data were derived.
 GA2842
 GA2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA734908(NAD 83)
 GA2842_MARKER: DB = BENCH MARK DISK
 GA2842_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2842_SP_SET: BRIDGE
 GA2842_STAMPING: M 265 1951 1282.251
 GA2842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2842
 GA2842  HISTORY     - Date     Condition        Report By
 GA2842  HISTORY     - 1951     MONUMENTED       CGS
 GA2842  HISTORY     - 1957     GOOD             NGS
 GA2842
 GA2842                          STATION DESCRIPTION
 GA2842
 GA2842'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2842'0.5 MI SW FROM BEVERLY.
 GA2842'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 66 FROM RED BIRD MISSION
 GA2842'HOSPITAL AT BEVERLY, ABOUT 0.35 MILE NORTHEAST OF A CHURCH, AT THE
 GA2842'JUNCTION OF A DIRT ROAD LEADING NORTHWEST, IN THE TOP OF THE
 GA2842'SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 20-FOOT CONCRETE
 GA2842'BRIDGE, 17 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 42 FEET
 GA2842'SOUTHWEST OF CENTER LINE OF ROAD NORTHWEST AND ABOUT 1 FOOT BELOW
 GA2842'LEVEL OF HIGHWAY.
 GA2842
 GA2842                          STATION RECOVERY (1957)
 GA2842
 GA2842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2162 ***********************************************************************
 GB2162  DESIGNATION -  M 266
 GB2162  PID         -  GB2162
 GB2162  STATE/COUNTY-  KY/MONROE
 GB2162  USGS QUAD   -  VERNON (1981)
 GB2162
 GB2162                         *CURRENT SURVEY CONTROL
 GB2162  ___________________________________________________________________
 GB2162* NAD 83(1986)-  36 42 28.     (N)    085 36 16.     (W)     SCALED    
 GB2162* NAVD 88     -       205.920  (meters)     675.59   (feet)  ADJUSTED  
 GB2162  ___________________________________________________________________
 GB2162  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GB2162  DYNAMIC HT  -         205.748 (meters)     675.02  (feet)  COMP
 GB2162  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 GB2162
 GB2162  VERT ORDER  -  SECOND    CLASS 0
 GB2162
 GB2162.The horizontal coordinates were scaled from a topographic map and have
 GB2162.an estimated accuracy of +/- 6 seconds.
 GB2162
 GB2162.The orthometric height was determined by differential leveling
 GB2162.and adjusted by the National Geodetic Survey in June 1991..
 GB2162
 GB2162.The geoid height was determined by GEOID03.
 GB2162
 GB2162.The dynamic height is computed by dividing the NAVD 88
 GB2162.geopotential number by the normal gravity value computed on the
 GB2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2162.degrees latitude (g = 980.6199 gals.).
 GB2162
 GB2162.The modeled gravity was interpolated from observed gravity values.
 GB2162
 GB2162;                    North         East    Units  Estimated Accuracy
 GB2162;SPC KY1Z     - 1,041,570.    1,513,010.      MT  (+/- 180 meters Scaled)
 GB2162
 GB2162                          SUPERSEDED SURVEY CONTROL
 GB2162
 GB2162  NGVD 29 (??/??/92)  206.047  (m)          676.01   (f) ADJ UNCH    2 0
 GB2162
 GB2162.Superseded values are not recommended for survey control.
 GB2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2162.See file dsdata.txt to determine how the superseded data were derived.
 GB2162
 GB2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF246633(NAD 83)
 GB2162_MARKER: DB = BENCH MARK DISK
 GB2162_SETTING: 66 = SET IN ROCK OUTCROP
 GB2162_SP_SET: ROCK CUT
 GB2162_STAMPING: M 266 1951
 GB2162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2162+STABILITY: POSITION/ELEVATION WELL
 GB2162
 GB2162  HISTORY     - Date     Condition        Report By
 GB2162  HISTORY     - 1951     MONUMENTED       CGS
 GB2162
 GB2162                          STATION DESCRIPTION
 GB2162
 GB2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2162'5.3 MI E FROM TOMPKINSVILLE.
 GB2162'ABOUT 5.3 MILES NORTHEAST AND EAST ALONG STATE HIGHWAY 100
 GB2162'FROM THE JUNCTION OF STATE HIGHWAY 163 AT TOMPKINSVILLE, ABOUT
 GB2162'0.7 MILE WEST OF A BRIDGE OVER LITTLE SULPHUR CREEK, ABOUT 1.0
 GB2162'MILE WEST OF THE JUNCTION OF STATE HIGHWAY 214, ABOUT 75 YARDS
 GB2162'SOUTH OF A FARM HOUSE, AT A SHARP STEEP S CURVE, SET VERTICALLY
 GB2162'IN SMOOTH VERTICAL FACE OF A 12-FOOT HIGH ROCK CUT, 21 FEET
 GB2162'EAST OF CENTER LINE OF HIGHWAY, ABOUT 3 1/2 FEET ABOVE BOTTOM
 GB2162'OF DITCH AND ABOUT 2 1/2 FEET ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2118 ***********************************************************************
 GB2118  DESIGNATION -  M 267
 GB2118  PID         -  GB2118
 GB2118  STATE/COUNTY-  KY/MONROE
 GB2118  USGS QUAD   -  SULPHUR LICK (1982)
 GB2118
 GB2118                         *CURRENT SURVEY CONTROL
 GB2118  ___________________________________________________________________
 GB2118* NAD 83(1986)-  36 47 34.     (N)    085 41 01.     (W)     SCALED    
 GB2118* NAVD 88     -       300.416  (meters)     985.61   (feet)  ADJUSTED  
 GB2118  ___________________________________________________________________
 GB2118  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GB2118  DYNAMIC HT  -         300.165 (meters)     984.79  (feet)  COMP
 GB2118  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 GB2118
 GB2118  VERT ORDER  -  SECOND    CLASS 0
 GB2118
 GB2118.The horizontal coordinates were scaled from a topographic map and have
 GB2118.an estimated accuracy of +/- 6 seconds.
 GB2118
 GB2118.The orthometric height was determined by differential leveling
 GB2118.and adjusted by the National Geodetic Survey in June 1991..
 GB2118
 GB2118.The geoid height was determined by GEOID03.
 GB2118
 GB2118.The dynamic height is computed by dividing the NAVD 88
 GB2118.geopotential number by the normal gravity value computed on the
 GB2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2118.degrees latitude (g = 980.6199 gals.).
 GB2118
 GB2118.The modeled gravity was interpolated from observed gravity values.
 GB2118
 GB2118;                    North         East    Units  Estimated Accuracy
 GB2118;SPC KY1Z     - 1,051,000.    1,505,930.      MT  (+/- 180 meters Scaled)
 GB2118
 GB2118                          SUPERSEDED SURVEY CONTROL
 GB2118
 GB2118  NGVD 29 (??/??/92)  300.543  (m)          986.03   (f) ADJ UNCH    2 0
 GB2118
 GB2118.Superseded values are not recommended for survey control.
 GB2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2118.See file dsdata.txt to determine how the superseded data were derived.
 GB2118
 GB2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF174726(NAD 83)
 GB2118_MARKER: DB = BENCH MARK DISK
 GB2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2118_STAMPING: M 267 1951
 GB2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2118+STABILITY: SURFACE MOTION
 GB2118
 GB2118  HISTORY     - Date     Condition        Report By
 GB2118  HISTORY     - 1951     MONUMENTED       CGS
 GB2118
 GB2118                          STATION DESCRIPTION
 GB2118
 GB2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2118'6.8 MI N FROM TOMPKINSVILLE.
 GB2118'ABOUT 6.65 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE COURT
 GB2118'HOUSE AT TOMPKINSVILLE, THENCE ABOUT 0.1 MILE NORTHEAST ALONG
 GB2118'A GRAVEL ROAD, AT SKAGGS CREEK CHURCH AND CEMETERY, 118 FEET
 GB2118'NORTHWEST OF CENTER LINE OF GRAVEL ROAD, ABOUT 105 YARDS EAST OF
 GB2118'CENTER LINE OF HIGHWAY, 42 FEET NORTHEAST OF EAST CORNER OF
 GB2118'CHURCH AND ABOUT IN LINE WITH SOUTHEAST FACE OF BUILDING, 20
 GB2118'FEET NORTH-NORTHEAST OF A 3-INCH HICKORY TREE, 2 1/2 FEET
 GB2118'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW
 GB2118'GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB2118'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2177 ***********************************************************************
 GB2177  DESIGNATION -  M 268
 GB2177  PID         -  GB2177
 GB2177  STATE/COUNTY-  KY/MONROE
 GB2177  USGS QUAD   -  VERNON (1981)
 GB2177
 GB2177                         *CURRENT SURVEY CONTROL
 GB2177  ___________________________________________________________________
 GB2177* NAD 83(1986)-  36 38 51.     (N)    085 32 58.     (W)     SCALED    
 GB2177* NAVD 88     -       201.488  (meters)     661.05   (feet)  ADJUSTED  
 GB2177  ___________________________________________________________________
 GB2177  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GB2177  DYNAMIC HT  -         201.320 (meters)     660.50  (feet)  COMP
 GB2177  MODELED GRAV-     979,794.1   (mgal)                       NAVD 88
 GB2177
 GB2177  VERT ORDER  -  SECOND    CLASS 0
 GB2177
 GB2177.The horizontal coordinates were scaled from a topographic map and have
 GB2177.an estimated accuracy of +/- 6 seconds.
 GB2177
 GB2177.The orthometric height was determined by differential leveling
 GB2177.and adjusted by the National Geodetic Survey in June 1991..
 GB2177
 GB2177.The geoid height was determined by GEOID03.
 GB2177
 GB2177.The dynamic height is computed by dividing the NAVD 88
 GB2177.geopotential number by the normal gravity value computed on the
 GB2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2177.degrees latitude (g = 980.6199 gals.).
 GB2177
 GB2177.The modeled gravity was interpolated from observed gravity values.
 GB2177
 GB2177;                    North         East    Units  Estimated Accuracy
 GB2177;SPC KY1Z     - 1,034,890.    1,517,940.      MT  (+/- 180 meters Scaled)
 GB2177
 GB2177                          SUPERSEDED SURVEY CONTROL
 GB2177
 GB2177  NGVD 29 (??/??/92)  201.609  (m)          661.45   (f) ADJ UNCH    2 0
 GB2177
 GB2177.Superseded values are not recommended for survey control.
 GB2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2177.See file dsdata.txt to determine how the superseded data were derived.
 GB2177
 GB2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF296567(NAD 83)
 GB2177_MARKER: DB = BENCH MARK DISK
 GB2177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB2177_SP_SET: CULVERT
 GB2177_STAMPING: M 268 1951
 GB2177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2177
 GB2177  HISTORY     - Date     Condition        Report By
 GB2177  HISTORY     - 1951     MONUMENTED       CGS
 GB2177
 GB2177                          STATION DESCRIPTION
 GB2177
 GB2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2177'2.6 MI NW FROM VERNON.
 GB2177'ABOUT 2.6 MILES NORTHWEST AND WEST ALONG STATE HIGHWAY 216
 GB2177'FROM THE POST OFFICE AT VERNON, IN THE TOP OF THE WEST END OF
 GB2177'THE NORTH HEAD WALL OF AN 8-FOOT SKEW CONCRETE CULVERT, 14
 GB2177'FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1053 ***********************************************************************
 GB1053  DESIGNATION -  M 269
 GB1053  PID         -  GB1053
 GB1053  STATE/COUNTY-  KY/MCCREARY
 GB1053  USGS QUAD   -  BELL FARM (1982)
 GB1053
 GB1053                         *CURRENT SURVEY CONTROL
 GB1053  ___________________________________________________________________
 GB1053* NAD 83(1986)-  36 39 34.     (N)    084 38 30.     (W)     SCALED    
 GB1053* NAVD 88     -       277.997  (meters)     912.06   (feet)  ADJUSTED  
 GB1053  ___________________________________________________________________
 GB1053  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB1053  DYNAMIC HT  -         277.772 (meters)     911.32  (feet)  COMP
 GB1053  MODELED GRAV-     979,815.7   (mgal)                       NAVD 88
 GB1053
 GB1053  VERT ORDER  -  SECOND    CLASS 0
 GB1053
 GB1053.The horizontal coordinates were scaled from a topographic map and have
 GB1053.an estimated accuracy of +/- 6 seconds.
 GB1053
 GB1053.The orthometric height was determined by differential leveling
 GB1053.and adjusted by the National Geodetic Survey in June 1991..
 GB1053
 GB1053.The geoid height was determined by GEOID03.
 GB1053
 GB1053.The dynamic height is computed by dividing the NAVD 88
 GB1053.geopotential number by the normal gravity value computed on the
 GB1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1053.degrees latitude (g = 980.6199 gals.).
 GB1053
 GB1053.The modeled gravity was interpolated from observed gravity values.
 GB1053
 GB1053;                    North         East    Units  Estimated Accuracy
 GB1053;SPC KY1Z     - 1,036,780.    1,599,100.      MT  (+/- 180 meters Scaled)
 GB1053
 GB1053                          SUPERSEDED SURVEY CONTROL
 GB1053
 GB1053  NGVD 29 (??/??/92)  278.139  (m)          912.53   (f) ADJ UNCH    2 0
 GB1053
 GB1053.Superseded values are not recommended for survey control.
 GB1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1053.See file dsdata.txt to determine how the superseded data were derived.
 GB1053
 GB1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF107596(NAD 83)
 GB1053_MARKER: DB = BENCH MARK DISK
 GB1053_SETTING: 66 = SET IN ROCK OUTCROP
 GB1053_SP_SET: ROCK OUTCROP
 GB1053_STAMPING: M 269 1951 912.528
 GB1053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1053+STABILITY: POSITION/ELEVATION WELL
 GB1053
 GB1053  HISTORY     - Date     Condition        Report By
 GB1053  HISTORY     - 1951     MONUMENTED       CGS
 GB1053  HISTORY     - 1957     GOOD             NGS
 GB1053
 GB1053                          STATION DESCRIPTION
 GB1053
 GB1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1053'1.8 MI E FROM BELL FARM.
 GB1053'ABOUT 1.8 MILES EAST ALONG THE KENTUCKY AND TENNESSEE RAILROAD FROM
 GB1053'THE POST OFFICE AND COMMISSARY AT BELL FARM, ON THE INSIDE OF A
 GB1053'CURVE IN TRACK, 9 1/2 FEET NORTH-NORTHEAST OF NORTH-NORTHEAST
 GB1053'RAIL, SET VERTICALLY IN THE NEAR VERTICAL SOUTHWEST FACE OF A LARGE
 GB1053'FLAT OUTCROP OF SANDSTONE, ABOUT 9 FEET SOUTHEAST OF NORTHWEST
 GB1053'END OF OUTCROP AND ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK.
 GB1053
 GB1053                          STATION RECOVERY (1957)
 GB1053
 GB1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1523 ***********************************************************************
 GA1523  DESIGNATION -  M 27
 GA1523  PID         -  GA1523
 GA1523  STATE/COUNTY-  KY/HARLAN
 GA1523  USGS QUAD   -  ROSE HILL (1978)
 GA1523
 GA1523                         *CURRENT SURVEY CONTROL
 GA1523  ___________________________________________________________________
 GA1523* NAD 83(1986)-  36 44 03.     (N)    083 15 36.     (W)     SCALED    
 GA1523* NAVD 88     -       416.415  (meters)    1366.19   (feet)  ADJUSTED  
 GA1523  ___________________________________________________________________
 GA1523  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA1523  DYNAMIC HT  -         416.046 (meters)    1364.98  (feet)  COMP
 GA1523  MODELED GRAV-     979,733.7   (mgal)                       NAVD 88
 GA1523
 GA1523  VERT ORDER  -  SECOND    CLASS 0
 GA1523
 GA1523.The horizontal coordinates were scaled from a topographic map and have
 GA1523.an estimated accuracy of +/- 6 seconds.
 GA1523
 GA1523.The orthometric height was determined by differential leveling
 GA1523.and adjusted by the National Geodetic Survey in June 1991..
 GA1523
 GA1523.The geoid height was determined by GEOID03.
 GA1523
 GA1523.The dynamic height is computed by dividing the NAVD 88
 GA1523.geopotential number by the normal gravity value computed on the
 GA1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1523.degrees latitude (g = 980.6199 gals.).
 GA1523
 GA1523.The modeled gravity was interpolated from observed gravity values.
 GA1523
 GA1523;                    North         East    Units  Estimated Accuracy
 GA1523;SPC KY1Z     - 1,047,460.    1,722,410.      MT  (+/- 180 meters Scaled)
 GA1523
 GA1523                          SUPERSEDED SURVEY CONTROL
 GA1523
 GA1523  NGVD 29 (??/??/92)  416.547  (m)         1366.62   (f) ADJ UNCH    2 0
 GA1523
 GA1523.Superseded values are not recommended for survey control.
 GA1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1523.See file dsdata.txt to determine how the superseded data were derived.
 GA1523
 GA1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA982677(NAD 83)
 GA1523_MARKER: DB = BENCH MARK DISK
 GA1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1523_STAMPING: M 27 1934 1366.621
 GA1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1523+STABILITY: SURFACE MOTION
 GA1523
 GA1523  HISTORY     - Date     Condition        Report By
 GA1523  HISTORY     - 1934     MONUMENTED       CGS
 GA1523  HISTORY     - 1957     GOOD             NGS
 GA1523  HISTORY     - 20010515 MARK NOT FOUND   KYDT
 GA1523
 GA1523                          STATION DESCRIPTION
 GA1523
 GA1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA1523'AT SMITH.
 GA1523'AT SMITH, ON THE LOUISVILLE AND NASHVILLE RAILROAD, AT A COAL
 GA1523'LOADING CHUTE AND A DIM ROAD CROSSING, 60 FEET SOUTH ACROSS THE
 GA1523'DIM ROAD FROM MILEPOST 256, 72 FEET SOUTHEAST OF THE SOUTHEAST
 GA1523'RAIL OF THE MAIN TRACK, 17 FEET SOUTHWEST OF THE CENTERLINE OF
 GA1523'THE ROAD, 14 FEET WEST OF A FORKED PERSIMMON TREE, 2 FEET NORTHWEST
 GA1523'OF A FENCE LINE AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD
 GA1523'DISK STAMPED M 27 1934 AND SET IN THE TOP OF A CONCRETE POST
 GA1523'PROJECTING 10 INCHES ABOVE GROUND.
 GA1523
 GA1523                          STATION RECOVERY (2001)
 GA1523
 GA1523'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1109 ***********************************************************************
 GB1109  DESIGNATION -  M 270
 GB1109  PID         -  GB1109
 GB1109  STATE/COUNTY-  KY/MCCREARY
 GB1109  USGS QUAD   -  NEVELSVILLE (1983)
 GB1109
 GB1109                         *CURRENT SURVEY CONTROL
 GB1109  ___________________________________________________________________
 GB1109* NAD 83(1986)-  36 46 06.     (N)    084 32 35.     (W)     SCALED    
 GB1109* NAVD 88     -       223.434  (meters)     733.05   (feet)  ADJUSTED  
 GB1109  ___________________________________________________________________
 GB1109  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB1109  DYNAMIC HT  -         223.254 (meters)     732.46  (feet)  COMP
 GB1109  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 GB1109
 GB1109  VERT ORDER  -  SECOND    CLASS 0
 GB1109
 GB1109.The horizontal coordinates were scaled from a topographic map and have
 GB1109.an estimated accuracy of +/- 6 seconds.
 GB1109
 GB1109.The orthometric height was determined by differential leveling
 GB1109.and adjusted by the National Geodetic Survey in June 1991..
 GB1109
 GB1109.The geoid height was determined by GEOID03.
 GB1109
 GB1109.The dynamic height is computed by dividing the NAVD 88
 GB1109.geopotential number by the normal gravity value computed on the
 GB1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1109.degrees latitude (g = 980.6199 gals.).
 GB1109
 GB1109.The modeled gravity was interpolated from observed gravity values.
 GB1109
 GB1109;                    North         East    Units  Estimated Accuracy
 GB1109;SPC KY1Z     - 1,048,980.    1,607,760.      MT  (+/- 180 meters Scaled)
 GB1109
 GB1109                          SUPERSEDED SURVEY CONTROL
 GB1109
 GB1109  NGVD 29 (??/??/92)  223.572  (m)          733.50   (f) ADJ UNCH    2 0
 GB1109
 GB1109.Superseded values are not recommended for survey control.
 GB1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1109.See file dsdata.txt to determine how the superseded data were derived.
 GB1109
 GB1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF192719(NAD 83)
 GB1109_MARKER: DB = BENCH MARK DISK
 GB1109_SETTING: 80 = SET IN A BOULDER
 GB1109_SP_SET: BOULDER
 GB1109_STAMPING: M 270 1951 733.502
 GB1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1109+STABILITY: SURFACE MOTION
 GB1109
 GB1109  HISTORY     - Date     Condition        Report By
 GB1109  HISTORY     - 1951     MONUMENTED       CGS
 GB1109  HISTORY     - 1957     GOOD             NGS
 GB1109
 GB1109                          STATION DESCRIPTION
 GB1109
 GB1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB1109'4.8 MI NW FROM MARSHES SIDING.
 GB1109'4.55 MILES NORTHWEST AND SOUTHWEST ALONG A BLACK TOP AND GRAVEL
 GB1109'ROAD FROM THE JUNCTION OF U.S. HIGHWAY 27 AT MARSHES SIDING AND
 GB1109'LEADING TO THE MOUTH OF ALUM CREEK, 0.15 MILE SOUTH OF END OF
 GB1109'BLACK TOP, THENCE 30 YARDS NORTHWEST ALONG OLD ROAD, THENCE 0.2
 GB1109'MILE WEST AND SOUTHWEST ALONG STEEP FOOT PATH AND OLD ROAD
 GB1109'TO BANK OF THE SOUTH FORK OF CUMBERLAND RIVER AND PART OF
 GB1109'CUMBERLAND LAKE, EAST SOUTHEAST AND ACROSS RIVER FROM THE MOUTH
 GB1109'OF ALUM CREEK, ABOUT 60 FEET NORTHWEST OF JUNCTION OF TRAIL
 GB1109'AND OLD ROAD SOUTHWEST THAT WAS ONCE A FORD ACROSS RIVER, NOW
 GB1109'ABANDONED, SET VERTICALLY IN THE 4 BY 5 FOOT FACE OF LARGE
 GB1109'BOULDER, 6.5 FEET EAST OF THE CENTER OF TRAIL THAT PARALLELS
 GB1109'TOP RIVER BANK, ABOUT 3 FEET ABOVE LEVEL OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0529 ***********************************************************************
 GY0529  DESIGNATION -  M 271
 GY0529  PID         -  GY0529
 GY0529  STATE/COUNTY-  KY/PIKE
 GY0529  USGS QUAD   -  MAJESTIC (1977)
 GY0529
 GY0529                         *CURRENT SURVEY CONTROL
 GY0529  ___________________________________________________________________
 GY0529* NAD 83(1986)-  37 31 21.     (N)    082 02 48.     (W)     SCALED    
 GY0529* NAVD 88     -       241.350  (meters)     791.83   (feet)  ADJUSTED  
 GY0529  ___________________________________________________________________
 GY0529  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GY0529  DYNAMIC HT  -         241.163 (meters)     791.22  (feet)  COMP
 GY0529  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 GY0529
 GY0529  VERT ORDER  -  SECOND    CLASS 0
 GY0529
 GY0529.The horizontal coordinates were scaled from a topographic map and have
 GY0529.an estimated accuracy of +/- 6 seconds.
 GY0529
 GY0529.The orthometric height was determined by differential leveling
 GY0529.and adjusted by the National Geodetic Survey in June 1991..
 GY0529
 GY0529.The geoid height was determined by GEOID03.
 GY0529
 GY0529.The dynamic height is computed by dividing the NAVD 88
 GY0529.geopotential number by the normal gravity value computed on the
 GY0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0529.degrees latitude (g = 980.6199 gals.).
 GY0529
 GY0529.The modeled gravity was interpolated from observed gravity values.
 GY0529
 GY0529;                    North         East    Units  Estimated Accuracy
 GY0529;SPC KY1Z     - 1,138,470.    1,827,260.      MT  (+/- 180 meters Scaled)
 GY0529
 GY0529                          SUPERSEDED SURVEY CONTROL
 GY0529
 GY0529  NGVD 29 (??/??/92)  241.564  (m)          792.53   (f) ADJ UNCH    2 0
 GY0529
 GY0529.Superseded values are not recommended for survey control.
 GY0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0529.See file dsdata.txt to determine how the superseded data were derived.
 GY0529
 GY0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB075533(NAD 83)
 GY0529_MARKER: DB = BENCH MARK DISK
 GY0529_SETTING: 66 = SET IN ROCK OUTCROP
 GY0529_SP_SET: ROCK CUT
 GY0529_STAMPING: M 271 1952 792.531
 GY0529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0529+STABILITY: POSITION/ELEVATION WELL
 GY0529
 GY0529  HISTORY     - Date     Condition        Report By
 GY0529  HISTORY     - 1952     MONUMENTED       CGS
 GY0529  HISTORY     - 1956     POOR             NGS
 GY0529
 GY0529                          STATION DESCRIPTION
 GY0529
 GY0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0529'1.8 MI S FROM DEVON W VA.
 GY0529'1.4 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILROAD FROM THE
 GY0529'STATION AT DEVON, WEST VIRGINIA, THENCE 0.4 MILE SOUTH ALONG A SPUR
 GY0529'TRACK OF THE N. AND W. RR, 0.35 MILE NORTHEAST OF THE STATION SIGN AT
 GY0529'WOODMAN, KENTUCKY, SET IN THE TOP OF AN OUTCROPPING LEDGE IN A ROCK
 GY0529'CUT AT THE SOUTHWEST ENTRANCE TO A RAILROAD TUNNEL, 20 FEET SOUTHEAST
 GY0529'OF SOUTHEAST RAIL, 41 FEET SOUTHWEST OF SOUTHWEST END OF TUNNEL,
 GY0529'2.5 FEET SOUTHWEST AND 1.7 FEET BELOW A 12-INCH TRIANGLE CHISELED
 GY0529'IN FACE OF LEDGE AND ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2773 ***********************************************************************
 GA2773  DESIGNATION -  M 273
 GA2773  PID         -  GA2773
 GA2773  STATE/COUNTY-  KY/BELL
 GA2773  USGS QUAD   -  VARILLA (1991)
 GA2773
 GA2773                         *CURRENT SURVEY CONTROL
 GA2773  ___________________________________________________________________
 GA2773* NAD 83(1986)-  36 42 10.     (N)    083 31 09.     (W)     SCALED    
 GA2773* NAVD 88     -       369.654  (meters)    1212.77   (feet)  ADJUSTED  
 GA2773  ___________________________________________________________________
 GA2773  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GA2773  DYNAMIC HT  -         369.333 (meters)    1211.72  (feet)  COMP
 GA2773  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 GA2773
 GA2773  VERT ORDER  -  SECOND    CLASS 0
 GA2773
 GA2773.The horizontal coordinates were scaled from a topographic map and have
 GA2773.an estimated accuracy of +/- 6 seconds.
 GA2773
 GA2773.The orthometric height was determined by differential leveling
 GA2773.and adjusted by the National Geodetic Survey in June 1991..
 GA2773
 GA2773.The geoid height was determined by GEOID03.
 GA2773
 GA2773.The dynamic height is computed by dividing the NAVD 88
 GA2773.geopotential number by the normal gravity value computed on the
 GA2773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2773.degrees latitude (g = 980.6199 gals.).
 GA2773
 GA2773.The modeled gravity was interpolated from observed gravity values.
 GA2773
 GA2773;                    North         East    Units  Estimated Accuracy
 GA2773;SPC KY1Z     - 1,043,390.    1,699,340.      MT  (+/- 180 meters Scaled)
 GA2773
 GA2773                          SUPERSEDED SURVEY CONTROL
 GA2773
 GA2773  NGVD 29 (??/??/92)  369.802  (m)         1213.26   (f) ADJ UNCH    2 0
 GA2773
 GA2773.Superseded values are not recommended for survey control.
 GA2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2773.See file dsdata.txt to determine how the superseded data were derived.
 GA2773
 GA2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA749648(NAD 83)
 GA2773_MARKER: DB = BENCH MARK DISK
 GA2773_SETTING: 66 = SET IN ROCK OUTCROP
 GA2773_SP_SET: SET IN ROCK OUTCROP
 GA2773_STAMPING: M 273 1952 1213.259
 GA2773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2773+STABILITY: POSITION/ELEVATION WELL
 GA2773
 GA2773  HISTORY     - Date     Condition        Report By
 GA2773  HISTORY     - 1952     MONUMENTED       CGS
 GA2773  HISTORY     - 1957     GOOD             NGS
 GA2773
 GA2773                          STATION DESCRIPTION
 GA2773
 GA2773'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA2773'8 MI SE FROM MIRACLE.
 GA2773'8.05 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE CROSSING OF
 GA2773'LOUISVILLE AND NASHVILLE RAILROAD AND BRIDGE OVER CUMBERLAND
 GA2773'RIVER AT MIRACLE, ABOUT 0.1 MILE WEST OF A CONCRETE BLOCK SCHOOL,
 GA2773'AT A HOUSE WITH BRICK SIDING, ON A HIGH BANK NORTHWEST OF ROAD,
 GA2773'IN THE TOP OF THE EAST EDGE OF AN OUTCROP OF ROCK, 42 FEET
 GA2773'NORTHWEST OF CENTER LINE OF ROAD, 36 FEET EAST OF A DRILLED WELL
 GA2773'AT AN OLD ABANDONED SCHOOL, 80 FEET SOUTHWEST OF SOUTHWEST CORNER
 GA2773'OF HOUSE AND ABOUT 20 FEET ABOVE LEVEL OF ROAD.
 GA2773
 GA2773                          STATION RECOVERY (1957)
 GA2773
 GA2773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2753 ***********************************************************************
 GA2753  DESIGNATION -  M 274
 GA2753  PID         -  GA2753
 GA2753  STATE/COUNTY-  KY/BELL
 GA2753  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2753
 GA2753                         *CURRENT SURVEY CONTROL
 GA2753  ___________________________________________________________________
 GA2753* NAD 83(1986)-  36 36 22.     (N)    083 41 16.     (W)     SCALED    
 GA2753* NAVD 88     -       350.639  (meters)    1150.39   (feet)  ADJUSTED  
 GA2753  ___________________________________________________________________
 GA2753  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GA2753  DYNAMIC HT  -         350.332 (meters)    1149.38  (feet)  COMP
 GA2753  MODELED GRAV-     979,744.5   (mgal)                       NAVD 88
 GA2753
 GA2753  VERT ORDER  -  SECOND    CLASS 0
 GA2753
 GA2753.The horizontal coordinates were scaled from a topographic map and have
 GA2753.an estimated accuracy of +/- 6 seconds.
 GA2753
 GA2753.The orthometric height was determined by differential leveling
 GA2753.and adjusted by the National Geodetic Survey in June 1991..
 GA2753
 GA2753.The geoid height was determined by GEOID03.
 GA2753
 GA2753.The dynamic height is computed by dividing the NAVD 88
 GA2753.geopotential number by the normal gravity value computed on the
 GA2753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2753.degrees latitude (g = 980.6199 gals.).
 GA2753
 GA2753.The modeled gravity was interpolated from observed gravity values.
 GA2753
 GA2753;                    North         East    Units  Estimated Accuracy
 GA2753;SPC KY1Z     - 1,032,320.    1,684,520.      MT  (+/- 180 meters Scaled)
 GA2753
 GA2753                          SUPERSEDED SURVEY CONTROL
 GA2753
 GA2753  NGVD 29 (??/??/92)  350.788  (m)         1150.88   (f) ADJ UNCH    2 0
 GA2753
 GA2753.Superseded values are not recommended for survey control.
 GA2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2753.See file dsdata.txt to determine how the superseded data were derived.
 GA2753
 GA2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA595545(NAD 83)
 GA2753_MARKER: DB = BENCH MARK DISK
 GA2753_SETTING: 66 = SET IN ROCK OUTCROP
 GA2753_SP_SET: SET IN ROCK OUTCROP
 GA2753_STAMPING: M 274 1952 1150.877
 GA2753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2753+STABILITY: POSITION/ELEVATION WELL
 GA2753
 GA2753  HISTORY     - Date     Condition        Report By
 GA2753  HISTORY     - 1952     MONUMENTED       CGS
 GA2753  HISTORY     - 1957     GOOD             NGS
 GA2753  HISTORY     - 1978     GOOD             LOCENG
 GA2753
 GA2753                          STATION DESCRIPTION
 GA2753
 GA2753'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA2753'1 MI SE FROM MIDDLESBORO.
 GA2753'0.95 MILE EAST ALONG U.S. HIGHWAY 25E FROM THE INTERSECTION OF
 GA2753'CUMBERLAND AVENUE AT MIDDLESBORO, IN THE EAST EDGE OF TOWN, ABOUT
 GA2753'80 YARDS NORTHEAST OF CROSSING OF BREWERY ROAD, IN THE TOP OF A
 GA2753'LARGE SLOPING OUTCROP OF ROCK WHICH IS A PART OF HIGH BANK
 GA2753'SOUTHEAST OF HIGHWAY, 39 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY,
 GA2753'45 FEET SOUTHWEST OF THE FIRST POWER POLE SOUTHEAST OF
 GA2753'HIGHWAY, SOUTHEAST AND ACROSS HIGHWAY FROM A POINT ABOUT MIDWAY
 GA2753'BETWEEN THE TWO NORTHEAST BRICK COTTAGES AT HARRIS TOURIST COURT,
 GA2753'ABOUT 8 FEET SOUTHEAST OF NORTHWEST EDGE OF OUTCROP AND ABOUT 3
 GA2753'FEET ABOVE LEVEL OF HIGHWAY.
 GA2753
 GA2753                          STATION RECOVERY (1957)
 GA2753
 GA2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2753'RECOVERED IN GOOD CONDITION.
 GA2753
 GA2753                          STATION RECOVERY (1978)
 GA2753
 GA2753'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 GA2753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3665 ***********************************************************************
 GA3665  DESIGNATION -  M 274 RESET
 GA3665  PID         -  GA3665
 GA3665  STATE/COUNTY-  KY/BELL
 GA3665  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3665
 GA3665                         *CURRENT SURVEY CONTROL
 GA3665  ___________________________________________________________________
 GA3665* NAD 83(1986)-  36 36 22.     (N)    083 41 16.     (W)     SCALED    
 GA3665* NAVD 88     -       346.76   (meters)    1137.7    (feet)  RESET     
 GA3665  ___________________________________________________________________
 GA3665  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GA3665
 GA3665  VERT ORDER  -  THIRD
 GA3665
 GA3665.The horizontal coordinates were scaled from a topographic map and have
 GA3665.an estimated accuracy of +/- 6 seconds.
 GA3665
 GA3665.The orthometric height was computed from unverified reset data.
 GA3665.No vertical observational check was made to the station.
 GA3665
 GA3665.The geoid height was determined by GEOID03.
 GA3665
 GA3665;                    North         East    Units  Estimated Accuracy
 GA3665;SPC KY1Z     - 1,032,320.    1,684,520.      MT  (+/- 180 meters Scaled)
 GA3665
 GA3665                          SUPERSEDED SURVEY CONTROL
 GA3665
 GA3665  NGVD 29 (10/08/05)  346.91   (m)         1138.2    (f) RESET       3  
 GA3665
 GA3665.Superseded values are not recommended for survey control.
 GA3665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3665.See file dsdata.txt to determine how the superseded data were derived.
 GA3665
 GA3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA595545(NAD 83)
 GA3665_MARKER: DB = BENCH MARK DISK
 GA3665_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GA3665_SP_SET: CULVERT
 GA3665_STAMPING: M 274 RESET 1987
 GA3665_MARK LOGO: NGS   
 GA3665_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3665+STABILITY: SURFACE MOTION
 GA3665
 GA3665  HISTORY     - Date     Condition        Report By
 GA3665  HISTORY     - 1987     MONUMENTED       LOCENG
 GA3665
 GA3665                          STATION DESCRIPTION
 GA3665
 GA3665'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GA3665'0.95 MILES EAST ALONG U.S. HIGHWAY 25E FROM THE INTERSECTION OF
 GA3665'CUMBERLAND AVENUE IN MIDDLESBORO, IN THE TOP OF THE EAST 1 OF 2
 GA3665'CULVERT DIVIDERS OF A TRIPLE 10X8 FOOT BOX CULVERT ON THE NORTH SIDE
 GA3665'OF U.S. HIGHWAY 25E, 0.4 MILE EAST OF THE ENTRANCE TO THE CUMBERLAND
 GA3665'GAP NATIONAL PARK AND 0.75 MILE EAST OF THE INTERSECTION OF U.S.
 GA3665'HIGHWAY 25E AND CUMBERLAND AVENUE IN THE EAST EDGE OF MIDDLESBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1645 ***********************************************************************
 GA1645  DESIGNATION -  M 275
 GA1645  PID         -  GA1645
 GA1645  STATE/COUNTY-  KY/LESLIE
 GA1645  USGS QUAD   -  HELTON (1983)
 GA1645
 GA1645                         *CURRENT SURVEY CONTROL
 GA1645  ___________________________________________________________________
 GA1645* NAD 83(1986)-  36 59 53.     (N)    083 26 32.     (W)     SCALED    
 GA1645* NAVD 88     -       345.938  (meters)    1134.96   (feet)  ADJUSTED  
 GA1645  ___________________________________________________________________
 GA1645  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA1645  DYNAMIC HT  -         345.650 (meters)    1134.02  (feet)  COMP
 GA1645  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 GA1645
 GA1645  VERT ORDER  -  SECOND    CLASS 0
 GA1645
 GA1645.The horizontal coordinates were scaled from a topographic map and have
 GA1645.an estimated accuracy of +/- 6 seconds.
 GA1645
 GA1645.The orthometric height was determined by differential leveling
 GA1645.and adjusted by the National Geodetic Survey in June 1991..
 GA1645
 GA1645.The geoid height was determined by GEOID03.
 GA1645
 GA1645.The dynamic height is computed by dividing the NAVD 88
 GA1645.geopotential number by the normal gravity value computed on the
 GA1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1645.degrees latitude (g = 980.6199 gals.).
 GA1645
 GA1645.The modeled gravity was interpolated from observed gravity values.
 GA1645
 GA1645;                    North         East    Units  Estimated Accuracy
 GA1645;SPC KY1Z     - 1,076,320.    1,705,410.      MT  (+/- 180 meters Scaled)
 GA1645
 GA1645                          SUPERSEDED SURVEY CONTROL
 GA1645
 GA1645  NGVD 29 (??/??/92)  346.091  (m)         1135.47   (f) ADJ UNCH    2 0
 GA1645
 GA1645.Superseded values are not recommended for survey control.
 GA1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1645.See file dsdata.txt to determine how the superseded data were derived.
 GA1645
 GA1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA826974(NAD 83)
 GA1645_MARKER: DB = BENCH MARK DISK
 GA1645_SETTING: 66 = SET IN ROCK OUTCROP
 GA1645_SP_SET: OUTCROP
 GA1645_STAMPING: M 275 1952 1135.467
 GA1645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1645+STABILITY: POSITION/ELEVATION WELL
 GA1645
 GA1645  HISTORY     - Date     Condition        Report By
 GA1645  HISTORY     - 1952     MONUMENTED       CGS
 GA1645  HISTORY     - 1974     MARK NOT FOUND   NGS
 GA1645
 GA1645                          STATION DESCRIPTION
 GA1645
 GA1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1645'4.9 MI SW FROM ASHER.
 GA1645'ABOUT 4.9 MILES SOUTHWEST ALONG A ROAD FOLLOWING MIDDLE FORK OF
 GA1645'KENTUCKY RIVER FROM POST OFFICE AND JUNCTION OF U.S. HIGHWAY
 GA1645'421 AT ASHER, ABOUT 1.1 MILES SOUTHWEST OF EAST END OF A FOOT
 GA1645'BRIDGE LEADING TO A SCHOOL WHICH IS ON WEST BANK OF RIVER, ABOUT
 GA1645'50 YARDS NORTH OF A CURVE WITH TANGENTS EXTENDING NORTH AND WEST
 GA1645'AND THE JUNCTION OF A DRIVE SOUTH TO A FARM HOUSE, IN THE TOP OF
 GA1645'THE NORTH EDGE OF A LARGE SLOPING OUTCROP OF ROCK, 30 FEET EAST
 GA1645'OF CENTER LINE OF ROAD, 4 FEET WEST OF A FENCE LINE, AND ABOUT
 GA1645'12 FEET ABOVE LEVEL OF ROAD.
 GA1645
 GA1645                          STATION RECOVERY (1974)
 GA1645
 GA1645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GA1645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2314 ***********************************************************************
 GY2314  DESIGNATION -  M 276
 GY2314  PID         -  GY2314
 GY2314  STATE/COUNTY-  KY/LESLIE
 GY2314  USGS QUAD   -  CUTSHIN (1980)
 GY2314
 GY2314                         *CURRENT SURVEY CONTROL
 GY2314  ___________________________________________________________________
 GY2314* NAD 83(1986)-  37 01 55.     (N)    083 21 49.     (W)     SCALED    
 GY2314* NAVD 88     -       304.189  (meters)     997.99   (feet)  ADJUSTED  
 GY2314  ___________________________________________________________________
 GY2314  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GY2314  DYNAMIC HT  -         303.939 (meters)     997.17  (feet)  COMP
 GY2314  MODELED GRAV-     979,800.2   (mgal)                       NAVD 88
 GY2314
 GY2314  VERT ORDER  -  SECOND    CLASS 0
 GY2314
 GY2314.The horizontal coordinates were scaled from a topographic map and have
 GY2314.an estimated accuracy of +/- 6 seconds.
 GY2314
 GY2314.The orthometric height was determined by differential leveling
 GY2314.and adjusted by the National Geodetic Survey in June 1991..
 GY2314
 GY2314.The geoid height was determined by GEOID03.
 GY2314
 GY2314.The dynamic height is computed by dividing the NAVD 88
 GY2314.geopotential number by the normal gravity value computed on the
 GY2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2314.degrees latitude (g = 980.6199 gals.).
 GY2314
 GY2314.The modeled gravity was interpolated from observed gravity values.
 GY2314
 GY2314;                    North         East    Units  Estimated Accuracy
 GY2314;SPC KY1Z     - 1,080,250.    1,712,310.      MT  (+/- 180 meters Scaled)
 GY2314
 GY2314                          SUPERSEDED SURVEY CONTROL
 GY2314
 GY2314  NGVD 29 (??/??/92)  304.345  (m)          998.51   (f) ADJ UNCH    2 0
 GY2314
 GY2314.Superseded values are not recommended for survey control.
 GY2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2314.See file dsdata.txt to determine how the superseded data were derived.
 GY2314
 GY2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB897010(NAD 83)
 GY2314_MARKER: DB = BENCH MARK DISK
 GY2314_SETTING: 66 = SET IN ROCK OUTCROP
 GY2314_SP_SET: ROCK OUTCROP
 GY2314_STAMPING: M 276 1952 998.505
 GY2314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2314+STABILITY: POSITION/ELEVATION WELL
 GY2314
 GY2314  HISTORY     - Date     Condition        Report By
 GY2314  HISTORY     - 1952     MONUMENTED       CGS
 GY2314  HISTORY     - 1956     GOOD             NGS
 GY2314
 GY2314                          STATION DESCRIPTION
 GY2314
 GY2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2314'4.9 MI SE FROM HOSKINSTON.
 GY2314'ABOUT 4.9 MILES SOUTHEAST ALONG A ROAD FOLLOWING GREASY CREEK FROM
 GY2314'THE SCHOOL AND JUNCTION OF U.S. HIGHWAY 421 AT HOSKINSTON, ABOUT
 GY2314'0.5 MILE SOUTH OF A SCHOOL, ABOUT 0.2 MILE WEST OF A ROCK
 GY2314'CLIFF HANGING OVER ROAD, ABOUT 0.3 MILE SOUTHEAST OF THE FIRST
 GY2314'FORD ACROSS GREASY CREEK SOUTHEAST OF SCHOOL, ON THE INSIDE
 GY2314'OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND NORTHEAST.
 GY2314'IN THE TOP OF THE SOUTHWEST CORNER OF A ROCK OUTCROP IN A CUT
 GY2314'NORTH OF ROAD, 12 FEET NORTH OF CENTER LINE OF ROAD, 7 FEET
 GY2314'SOUTHEAST OF A 12-INCH MAPLE TREE, 36 FEET NORTHEAST AND ACROSS
 GY2314'ROAD FROM A 20-INCH POPLAR TREE AND ABOUT 2 FEET ABOVE LEVEL
 GY2314'OF ROAD.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT
 GY2314'CHAPPELL BY GOING ABOUT 3.2 MILES NORTHWEST ALONG A ROAD
 GY2314'FOLLOWING GREASY CREEK.
 GY2314
 GY2314                          STATION RECOVERY (1956)
 GY2314
 GY2314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1671 ***********************************************************************
 GA1671  DESIGNATION -  M 277
 GA1671  PID         -  GA1671
 GA1671  STATE/COUNTY-  KY/LESLIE
 GA1671  USGS QUAD   -  BLEDSOE (1980)
 GA1671
 GA1671                         *CURRENT SURVEY CONTROL
 GA1671  ___________________________________________________________________
 GA1671* NAD 83(1986)-  36 58 18.     (N)    083 15 53.     (W)     SCALED    
 GA1671* NAVD 88     -       377.034  (meters)    1236.99   (feet)  ADJUSTED  
 GA1671  ___________________________________________________________________
 GA1671  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA1671  DYNAMIC HT  -         376.711 (meters)    1235.93  (feet)  COMP
 GA1671  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 GA1671
 GA1671  VERT ORDER  -  SECOND    CLASS 0
 GA1671
 GA1671.The horizontal coordinates were scaled from a topographic map and have
 GA1671.an estimated accuracy of +/- 6 seconds.
 GA1671
 GA1671.The orthometric height was determined by differential leveling
 GA1671.and adjusted by the National Geodetic Survey in June 1991..
 GA1671
 GA1671.The geoid height was determined by GEOID03.
 GA1671
 GA1671.The dynamic height is computed by dividing the NAVD 88
 GA1671.geopotential number by the normal gravity value computed on the
 GA1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1671.degrees latitude (g = 980.6199 gals.).
 GA1671
 GA1671.The modeled gravity was interpolated from observed gravity values.
 GA1671
 GA1671;                    North         East    Units  Estimated Accuracy
 GA1671;SPC KY1Z     - 1,073,790.    1,721,280.      MT  (+/- 180 meters Scaled)
 GA1671
 GA1671                          SUPERSEDED SURVEY CONTROL
 GA1671
 GA1671  NGVD 29 (??/??/92)  377.180  (m)         1237.46   (f) ADJ UNCH    2 0
 GA1671
 GA1671.Superseded values are not recommended for survey control.
 GA1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1671.See file dsdata.txt to determine how the superseded data were derived.
 GA1671
 GA1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA984941(NAD 83)
 GA1671_MARKER: DB = BENCH MARK DISK
 GA1671_SETTING: 66 = SET IN ROCK OUTCROP
 GA1671_SP_SET: OUTCROP
 GA1671_STAMPING: M 277 1952 1237.465
 GA1671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1671+STABILITY: POSITION/ELEVATION WELL
 GA1671
 GA1671  HISTORY     - Date     Condition        Report By
 GA1671  HISTORY     - 1952     MONUMENTED       CGS
 GA1671  HISTORY     - 1956     GOOD             NGS
 GA1671
 GA1671                          STATION DESCRIPTION
 GA1671
 GA1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1671'2.6 MI SE FROM NAPIER.
 GA1671'ABOUT 2.6 MILES SOUTHEAST ALONG A ROAD FOLLOWING GREASY CREEK FROM
 GA1671'THE POST OFFICE AT NAPIER, ABOUT 3.3 MILES NORTHWEST OF BRIDGE
 GA1671'OVER BIG LAUREL CREEK AT BIG LAUREL, HARLAN COUNTY, ABOUT 1.0 MILE
 GA1671'WEST OF A CHURCH WHICH IS ON SOUTH SIDE OF ROAD, ON THE INSIDE OF
 GA1671'A CURVE WITH TANGENTS EXTENDING EAST AND NORTHWEST, IN THE TOP OF
 GA1671'THE SOUTHWEST EDGE OF A LARGE SLOPING OUTCROP, 15 FEET NORTHEAST
 GA1671'OF CENTER LINE OF ROAD AND ABOUT 6 FEET ABOVE LEVEL OF ROAD.
 GA1671
 GA1671                          STATION RECOVERY (1956)
 GA1671
 GA1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1069 ***********************************************************************
 GY1069  DESIGNATION -  M 278
 GY1069  PID         -  GY1069
 GY1069  STATE/COUNTY-  KY/FLOYD
 GY1069  USGS QUAD   -  MC DOWELL (1992)
 GY1069
 GY1069                         *CURRENT SURVEY CONTROL
 GY1069  ___________________________________________________________________
 GY1069* NAD 83(1986)-  37 23 18.     (N)    082 43 49.     (W)     SCALED    
 GY1069* NAVD 88     -       248.149  (meters)     814.14   (feet)  ADJUSTED  
 GY1069  ___________________________________________________________________
 GY1069  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GY1069  DYNAMIC HT  -         247.951 (meters)     813.49  (feet)  COMP
 GY1069  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 GY1069
 GY1069  VERT ORDER  -  SECOND    CLASS 0
 GY1069
 GY1069.The horizontal coordinates were scaled from a topographic map and have
 GY1069.an estimated accuracy of +/- 6 seconds.
 GY1069
 GY1069.The orthometric height was determined by differential leveling
 GY1069.and adjusted by the National Geodetic Survey in June 1991..
 GY1069
 GY1069.The geoid height was determined by GEOID03.
 GY1069
 GY1069.The dynamic height is computed by dividing the NAVD 88
 GY1069.geopotential number by the normal gravity value computed on the
 GY1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1069.degrees latitude (g = 980.6199 gals.).
 GY1069
 GY1069.The modeled gravity was interpolated from observed gravity values.
 GY1069
 GY1069;                    North         East    Units  Estimated Accuracy
 GY1069;SPC KY1Z     - 1,121,410.    1,767,360.      MT  (+/- 180 meters Scaled)
 GY1069
 GY1069                          SUPERSEDED SURVEY CONTROL
 GY1069
 GY1069  NGVD 29 (??/??/92)  248.328  (m)          814.72   (f) ADJ UNCH    2 0
 GY1069
 GY1069.Superseded values are not recommended for survey control.
 GY1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1069.See file dsdata.txt to determine how the superseded data were derived.
 GY1069
 GY1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB468393(NAD 83)
 GY1069_MARKER: DB = BENCH MARK DISK
 GY1069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1069_SP_SET: CULVERT
 GY1069_STAMPING: M 278 1953
 GY1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1069+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2004
 GY1069
 GY1069  HISTORY     - Date     Condition        Report By
 GY1069  HISTORY     - 1953     MONUMENTED       CGS
 GY1069  HISTORY     - 1956     GOOD             NGS
 GY1069  HISTORY     - 1980     GOOD             DOD
 GY1069  HISTORY     - 20040331 GOOD             KYDT
 GY1069
 GY1069                          STATION DESCRIPTION
 GY1069
 GY1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1069'AT HI HAT.
 GY1069'AT HI HAT, ABOUT 45 YARDS SOUTHWEST ALONG STATE HIGHWAY 122 FROM
 GY1069'THE JUNCTION OF STATE HIGHWAY 979 SOUTHEAST, SET IN THE TOP
 GY1069'OF THE WEST END OF THE SOUTH HEAD WALL OF A 45 FOOT CULVERT FOR
 GY1069'MOUTH OF CLEAR CREEK, 15.5 FEET SOUTH OF THE CENTER LINE OF
 GY1069'HIGHWAY, 49 FEET SOUTHEAST OF CROSSING OF C. AND O. RR., ABOUT 1
 GY1069'FOOT ABOVE LEVEL OF HIGHWAY.
 GY1069
 GY1069                          STATION RECOVERY (1980)
 GY1069
 GY1069'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1069'RECOVERED IN GOOD CONDITION.
 GY1069
 GY1069                          STATION RECOVERY (2004)
 GY1069
 GY1069'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1069'MARK IS ABOUT 0.5 FOOT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1074 ***********************************************************************
 GY1074  DESIGNATION -  M 279
 GY1074  PID         -  GY1074
 GY1074  STATE/COUNTY-  KY/FLOYD
 GY1074  USGS QUAD   -  WHEELWRIGHT (1992)
 GY1074
 GY1074                         *CURRENT SURVEY CONTROL
 GY1074  ___________________________________________________________________
 GY1074* NAD 83(1986)-  37 21 21.     (N)    082 42 33.     (W)     SCALED    
 GY1074* NAVD 88     -       292.508  (meters)     959.67   (feet)  ADJUSTED  
 GY1074  ___________________________________________________________________
 GY1074  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GY1074  DYNAMIC HT  -         292.272 (meters)     958.90  (feet)  COMP
 GY1074  MODELED GRAV-     979,818.5   (mgal)                       NAVD 88
 GY1074
 GY1074  VERT ORDER  -  SECOND    CLASS 0
 GY1074
 GY1074.The horizontal coordinates were scaled from a topographic map and have
 GY1074.an estimated accuracy of +/- 6 seconds.
 GY1074
 GY1074.The orthometric height was determined by differential leveling
 GY1074.and adjusted by the National Geodetic Survey in June 1991..
 GY1074
 GY1074.The geoid height was determined by GEOID03.
 GY1074
 GY1074.The dynamic height is computed by dividing the NAVD 88
 GY1074.geopotential number by the normal gravity value computed on the
 GY1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1074.degrees latitude (g = 980.6199 gals.).
 GY1074
 GY1074.The modeled gravity was interpolated from observed gravity values.
 GY1074
 GY1074;                    North         East    Units  Estimated Accuracy
 GY1074;SPC KY1Z     - 1,117,870.    1,769,340.      MT  (+/- 180 meters Scaled)
 GY1074
 GY1074                          SUPERSEDED SURVEY CONTROL
 GY1074
 GY1074  NGVD 29 (??/??/92)  292.682  (m)          960.24   (f) ADJ UNCH    2 0
 GY1074
 GY1074.Superseded values are not recommended for survey control.
 GY1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1074.See file dsdata.txt to determine how the superseded data were derived.
 GY1074
 GY1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB486357(NAD 83)
 GY1074_MARKER: DB = BENCH MARK DISK
 GY1074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1074_SP_SET: BRIDGE
 GY1074_STAMPING: M 279 1953 960.241
 GY1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1074
 GY1074  HISTORY     - Date     Condition        Report By
 GY1074  HISTORY     - 1953     MONUMENTED       CGS
 GY1074  HISTORY     - 1956     GOOD             NGS
 GY1074  HISTORY     - 1979     GOOD             LOCENG
 GY1074
 GY1074                          STATION DESCRIPTION
 GY1074
 GY1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1074'1 MI NW FROM MELVIN.
 GY1074'0.95 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 GY1074'THE CROSSING OF STATE HIGHWAY 466 AND JUNCTION OF STATE HIGHWAYS
 GY1074'122 AND 466 AT MELVIN, 0.5 MILE EAST OF CROSSING OF STATE
 GY1074'HIGHWAY 306, SET IN THE TOP OF THE SOUTH END OF BRIDGE SEAT OF
 GY1074'EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 208 OVER LEFT
 GY1074'FORK OF BEAVER CREEK, 9 FEET SOUTH OF SOUTH RAIL AND ABOUT 3.5
 GY1074'FEET BELOW LEVEL OF TRACK.
 GY1074
 GY1074                          STATION RECOVERY (1979)
 GY1074
 GY1074'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 GY1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1001 ***********************************************************************
 GY1001  DESIGNATION -  M 28
 GY1001  PID         -  GY1001
 GY1001  STATE/COUNTY-  KY/LETCHER
 GY1001  USGS QUAD   -  WHITESBURG (1978)
 GY1001
 GY1001                         *CURRENT SURVEY CONTROL
 GY1001  ___________________________________________________________________
 GY1001* NAD 83(1986)-  37 03 27.     (N)    082 48 40.     (W)     SCALED    
 GY1001* NAVD 88     -       494.599  (meters)    1622.70   (feet)  ADJUSTED  
 GY1001  ___________________________________________________________________
 GY1001  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GY1001  DYNAMIC HT  -         494.167 (meters)    1621.28  (feet)  COMP
 GY1001  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 GY1001
 GY1001  VERT ORDER  -  SECOND    CLASS 0
 GY1001
 GY1001.The horizontal coordinates were scaled from a topographic map and have
 GY1001.an estimated accuracy of +/- 6 seconds.
 GY1001
 GY1001.The orthometric height was determined by differential leveling
 GY1001.and adjusted by the National Geodetic Survey in June 1991..
 GY1001
 GY1001.The geoid height was determined by GEOID03.
 GY1001
 GY1001.The dynamic height is computed by dividing the NAVD 88
 GY1001.geopotential number by the normal gravity value computed on the
 GY1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1001.degrees latitude (g = 980.6199 gals.).
 GY1001
 GY1001.The modeled gravity was interpolated from observed gravity values.
 GY1001
 GY1001;                    North         East    Units  Estimated Accuracy
 GY1001;SPC KY1Z     - 1,084,490.    1,761,360.      MT  (+/- 180 meters Scaled)
 GY1001
 GY1001                          SUPERSEDED SURVEY CONTROL
 GY1001
 GY1001  NGVD 29 (??/??/92)  494.730  (m)         1623.13   (f) ADJ UNCH    2 0
 GY1001
 GY1001.Superseded values are not recommended for survey control.
 GY1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1001.See file dsdata.txt to determine how the superseded data were derived.
 GY1001
 GY1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB389027(NAD 83)
 GY1001_MARKER: DB = BENCH MARK DISK
 GY1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1001_STAMPING: M 28 1934
 GY1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1001+STABILITY: SURFACE MOTION
 GY1001
 GY1001  HISTORY     - Date     Condition        Report By
 GY1001  HISTORY     - 1934     MONUMENTED       CGS
 GY1001  HISTORY     - 1953     GOOD             NGS
 GY1001  HISTORY     - 1956     GOOD             NGS
 GY1001
 GY1001                          STATION DESCRIPTION
 GY1001
 GY1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GY1001'0.5 MI W FROM OVEN FORK.
 GY1001'0.5 MILE WEST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION OF STATE
 GY1001'HIGHWAY 806 LEADING SOUTH TO EOLIA AT OVEN FORK, ABOUT 0.2 MILE
 GY1001'WEST OF POST OFFICE AT OVEN FORK, IN A NARROW CULTIVATED FIELD
 GY1001'BETWEEN THE HIGHWAY AND CUMBERLAND RIVER, 31 FEET SOUTH OF CENTER
 GY1001'LINE OF HIGHWAY, 63 FEET SOUTHWEST OF CENTER OF SOUTH END OF AN
 GY1001'18-INCH PIPE CULVERT UNDER HIGHWAY, 134 FEET EAST OF EAST END OF
 GY1001'SOUTH CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT FOR A STEEP
 GY1001'DRAIN FROM THE NORTH, ABOUT 20 YARDS NORTH OF CENTER OF RIVER,
 GY1001'ABOUT 2 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 GY1001'OF A CONCRETE POST PROJECTING 7 INCHES.
 GY1001
 GY1001                          STATION RECOVERY (1956)
 GY1001
 GY1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2829 ***********************************************************************
 GA2829  DESIGNATION -  M 280
 GA2829  PID         -  GA2829
 GA2829  STATE/COUNTY-  KY/CLAY
 GA2829  USGS QUAD   -  BEVERLY (1979)
 GA2829
 GA2829                         *CURRENT SURVEY CONTROL
 GA2829  ___________________________________________________________________
 GA2829* NAD 83(1986)-  36 57 25.     (N)    083 36 16.     (W)     SCALED    
 GA2829* NAVD 88     -       436.492  (meters)    1432.06   (feet)  ADJUSTED  
 GA2829  ___________________________________________________________________
 GA2829  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA2829  DYNAMIC HT  -         436.129 (meters)    1430.87  (feet)  COMP
 GA2829  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GA2829
 GA2829  VERT ORDER  -  SECOND    CLASS 0
 GA2829
 GA2829.The horizontal coordinates were scaled from a topographic map and have
 GA2829.an estimated accuracy of +/- 6 seconds.
 GA2829
 GA2829.The orthometric height was determined by differential leveling
 GA2829.and adjusted by the National Geodetic Survey in June 1991..
 GA2829
 GA2829.The geoid height was determined by GEOID03.
 GA2829
 GA2829.The dynamic height is computed by dividing the NAVD 88
 GA2829.geopotential number by the normal gravity value computed on the
 GA2829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2829.degrees latitude (g = 980.6199 gals.).
 GA2829
 GA2829.The modeled gravity was interpolated from observed gravity values.
 GA2829
 GA2829;                    North         East    Units  Estimated Accuracy
 GA2829;SPC KY1Z     - 1,071,410.    1,691,080.      MT  (+/- 180 meters Scaled)
 GA2829
 GA2829                          SUPERSEDED SURVEY CONTROL
 GA2829
 GA2829  NGVD 29 (??/??/92)  436.644  (m)         1432.56   (f) ADJ UNCH    2 0
 GA2829
 GA2829.Superseded values are not recommended for survey control.
 GA2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2829.See file dsdata.txt to determine how the superseded data were derived.
 GA2829
 GA2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA681932(NAD 83)
 GA2829_MARKER: DB = BENCH MARK DISK
 GA2829_SETTING: 66 = SET IN ROCK OUTCROP
 GA2829_SP_SET: SET IN ROCK OUTCROP
 GA2829_STAMPING: M 280 1952
 GA2829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2829+STABILITY: POSITION/ELEVATION WELL
 GA2829
 GA2829  HISTORY     - Date     Condition        Report By
 GA2829  HISTORY     - 1952     MONUMENTED       CGS
 GA2829  HISTORY     - 1957     MARK NOT FOUND   NGS
 GA2829
 GA2829                          STATION DESCRIPTION
 GA2829
 GA2829'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA2829'6.4 MI SE FROM BRIGHTSHADE.
 GA2829'5.7 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GA2829'BRIGHTSHADE, THENCE ABOUT 0.7 MILE SOUTH ALONG A TRAIL, ABOUT 0.7
 GA2829'MILE SOUTH OF DARBS BRANCH SCHOOL, ABOUT 0.25 MILE NORTH OF
 GA2829'KNOX-CLAY COUNTY LINE, IN THE TOP OF AN OUTCROPPING OF SANDSTONE,
 GA2829'ON THE NORTH SLOPE OF A HILL, 13 FEET SOUTHWEST OF CENTER LINE
 GA2829'OF ROAD, 22 FEET SOUTH-SOUTHWEST AND ACROSS ROAD FROM THREE
 GA2829'10-INCH MAPLE TREES IN A FENCE LINE, 9 FEET WEST-NORTHWEST OF A
 GA2829'7-INCH SYCAMORE TREE AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 GA2829
 GA2829                          STATION RECOVERY (1957)
 GA2829
 GA2829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2449 ***********************************************************************
 GY2449  DESIGNATION -  M 281
 GY2449  PID         -  GY2449
 GY2449  STATE/COUNTY-  KY/CLAY
 GY2449  USGS QUAD   -  OGLE (1979)
 GY2449
 GY2449                         *CURRENT SURVEY CONTROL
 GY2449  ___________________________________________________________________
 GY2449* NAD 83(1986)-  37 05 39.     (N)    083 40 06.     (W)     SCALED    
 GY2449* NAVD 88     -       294.875  (meters)     967.44   (feet)  ADJUSTED  
 GY2449  ___________________________________________________________________
 GY2449  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GY2449  DYNAMIC HT  -         294.637 (meters)     966.65  (feet)  COMP
 GY2449  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 GY2449
 GY2449  VERT ORDER  -  SECOND    CLASS 0
 GY2449
 GY2449.The horizontal coordinates were scaled from a topographic map and have
 GY2449.an estimated accuracy of +/- 6 seconds.
 GY2449
 GY2449.The orthometric height was determined by differential leveling
 GY2449.and adjusted by the National Geodetic Survey in June 1991..
 GY2449
 GY2449.The geoid height was determined by GEOID03.
 GY2449
 GY2449.The dynamic height is computed by dividing the NAVD 88
 GY2449.geopotential number by the normal gravity value computed on the
 GY2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2449.degrees latitude (g = 980.6199 gals.).
 GY2449
 GY2449.The modeled gravity was interpolated from observed gravity values.
 GY2449
 GY2449;                    North         East    Units  Estimated Accuracy
 GY2449;SPC KY1Z     - 1,086,510.    1,685,050.      MT  (+/- 180 meters Scaled)
 GY2449
 GY2449                          SUPERSEDED SURVEY CONTROL
 GY2449
 GY2449  NGVD 29 (??/??/92)  295.03   (m)          967.9    (f) COMPUTED    2 0
 GY2449
 GY2449.Superseded values are not recommended for survey control.
 GY2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2449.See file dsdata.txt to determine how the superseded data were derived.
 GY2449
 GY2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB628086(NAD 83)
 GY2449_MARKER: DB = BENCH MARK DISK
 GY2449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2449_SP_SET: CULVERT
 GY2449_STAMPING: M 281 1952 967.951
 GY2449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2449+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 GY2449
 GY2449  HISTORY     - Date     Condition        Report By
 GY2449  HISTORY     - 1952     MONUMENTED       CGS
 GY2449  HISTORY     - 1957     GOOD             NGS
 GY2449  HISTORY     - 20020328 GOOD             KYDT
 GY2449
 GY2449                          STATION DESCRIPTION
 GY2449
 GY2449'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2449'1.8 MI E FROM GOOSEROCK.
 GY2449'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GY2449'AT GOOSEROCK, AT THE FOOT OF A LONG STEEP GRADE DECENDING
 GY2449'SOUTHWEST, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD
 GY2449'WALL OF AN 8-FOOT CONCRETE BOX CULVERT, 29 FEET NORTHWEST OF
 GY2449'CENTER LINE OF HIGHWAY, 38 FEET EAST OF EAST CORNER OF G.C.
 GY2449'MITCHELL GROCERY STORE, 19 FEET SOUTHEAST OF CENTER OF A ROAD
 GY2449'LEADING NORTHEAST AND ABOUT 8 FEET BELOW LEVEL OF HIGHWAY.
 GY2449
 GY2449                          STATION RECOVERY (1957)
 GY2449
 GY2449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2449'RECOVERED IN GOOD CONDITION.
 GY2449
 GY2449                          STATION RECOVERY (2002)
 GY2449
 GY2449'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1449 ***********************************************************************
 GY1449  DESIGNATION -  M 282
 GY1449  PID         -  GY1449
 GY1449  STATE/COUNTY-  KY/JOHNSON
 GY1449  USGS QUAD   -  PAINTSVILLE (1992)
 GY1449
 GY1449                         *CURRENT SURVEY CONTROL
 GY1449  ___________________________________________________________________
 GY1449* NAD 83(1986)-  37 46 34.     (N)    082 51 21.     (W)     SCALED    
 GY1449* NAVD 88     -       191.480  (meters)     628.21   (feet)  ADJUSTED  
 GY1449  ___________________________________________________________________
 GY1449  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GY1449  DYNAMIC HT  -         191.337 (meters)     627.74  (feet)  COMP
 GY1449  MODELED GRAV-     979,878.0   (mgal)                       NAVD 88
 GY1449
 GY1449  VERT ORDER  -  SECOND    CLASS 0
 GY1449
 GY1449.The horizontal coordinates were scaled from a topographic map and have
 GY1449.an estimated accuracy of +/- 6 seconds.
 GY1449
 GY1449.The orthometric height was determined by differential leveling
 GY1449.and adjusted by the National Geodetic Survey in June 1991..
 GY1449
 GY1449.The geoid height was determined by GEOID03.
 GY1449
 GY1449.The dynamic height is computed by dividing the NAVD 88
 GY1449.geopotential number by the normal gravity value computed on the
 GY1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1449.degrees latitude (g = 980.6199 gals.).
 GY1449
 GY1449.The modeled gravity was interpolated from observed gravity values.
 GY1449
 GY1449;                    North         East    Units  Estimated Accuracy
 GY1449;SPC KY1Z     - 1,164,080.    1,754,910.      MT  (+/- 180 meters Scaled)
 GY1449
 GY1449                          SUPERSEDED SURVEY CONTROL
 GY1449
 GY1449  NGVD 29 (??/??/92)  191.680  (m)          628.87   (f) ADJ UNCH    2 0
 GY1449
 GY1449.Superseded values are not recommended for survey control.
 GY1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1449.See file dsdata.txt to determine how the superseded data were derived.
 GY1449
 GY1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB365825(NAD 83)
 GY1449_MARKER: DB = BENCH MARK DISK
 GY1449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1449_SP_SET: BRIDGE ABUTMENT
 GY1449_STAMPING: M 282 1952 628.870
 GY1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1449
 GY1449  HISTORY     - Date     Condition        Report By
 GY1449  HISTORY     - 1952     MONUMENTED       CGS
 GY1449  HISTORY     - 1955     GOOD             NGS
 GY1449  HISTORY     - 19941006 MARK NOT FOUND   KYDT
 GY1449
 GY1449                          STATION DESCRIPTION
 GY1449
 GY1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1449'AT DENVER.
 GY1449'AT DENVER, SET IN THE TOP OF THE WEST END OF THE NORTH STONE
 GY1449'ABUTMENT OF BRIDGE OVER UPPER TWIN BRANCH, 15 FEET WEST OF THE
 GY1449'CENTER OF ROAD, 84 FEET NORTHEAST OF NORTHEAST CORNER OF SCHOOL
 GY1449'AND ABOUT LEVEL WITH ROAD.
 GY1449
 GY1449                          STATION RECOVERY (1994)
 GY1449
 GY1449'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1449' 
 GY1449' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1500 ***********************************************************************
 GY1500  DESIGNATION -  M 283
 GY1500  PID         -  GY1500
 GY1500  STATE/COUNTY-  KY/FLOYD
 GY1500  USGS QUAD   -  MARTIN (1992)
 GY1500
 GY1500                         *CURRENT SURVEY CONTROL
 GY1500  ___________________________________________________________________
 GY1500* NAD 83(1986)-  37 34 12.     (N)    082 49 35.     (W)     SCALED    
 GY1500* NAVD 88     -       237.752  (meters)     780.02   (feet)  ADJUSTED  
 GY1500  ___________________________________________________________________
 GY1500  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GY1500  DYNAMIC HT  -         237.569 (meters)     779.42  (feet)  COMP
 GY1500  MODELED GRAV-     979,853.9   (mgal)                       NAVD 88
 GY1500
 GY1500  VERT ORDER  -  SECOND    CLASS 0
 GY1500
 GY1500.The horizontal coordinates were scaled from a topographic map and have
 GY1500.an estimated accuracy of +/- 6 seconds.
 GY1500
 GY1500.The orthometric height was determined by differential leveling
 GY1500.and adjusted by the National Geodetic Survey in June 1991..
 GY1500
 GY1500.The geoid height was determined by GEOID03.
 GY1500
 GY1500.The dynamic height is computed by dividing the NAVD 88
 GY1500.geopotential number by the normal gravity value computed on the
 GY1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1500.degrees latitude (g = 980.6199 gals.).
 GY1500
 GY1500.The modeled gravity was interpolated from observed gravity values.
 GY1500
 GY1500;                    North         East    Units  Estimated Accuracy
 GY1500;SPC KY1Z     - 1,141,290.    1,758,220.      MT  (+/- 180 meters Scaled)
 GY1500
 GY1500                          SUPERSEDED SURVEY CONTROL
 GY1500
 GY1500  NGVD 29 (??/??/92)  237.940  (m)          780.64   (f) ADJ UNCH    2 0
 GY1500
 GY1500.Superseded values are not recommended for survey control.
 GY1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1500.See file dsdata.txt to determine how the superseded data were derived.
 GY1500
 GY1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB387596(NAD 83)
 GY1500_MARKER: DB = BENCH MARK DISK
 GY1500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1500_SP_SET: CULVERT
 GY1500_STAMPING: M 283 1952 780.641
 GY1500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1500+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2001
 GY1500
 GY1500  HISTORY     - Date     Condition        Report By
 GY1500  HISTORY     - 1952     MONUMENTED       CGS
 GY1500  HISTORY     - 1956     GOOD             NGS
 GY1500  HISTORY     - 20010613 GOOD             KYDT
 GY1500
 GY1500                          STATION DESCRIPTION
 GY1500
 GY1500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1500'1.4 MI SE FROM RISNER.
 GY1500'1.35 MILES SOUTHEAST ALONG STATE HIGHWAY 850 FROM THE POST OFFICE
 GY1500'AT RIENER, 0.15 MILE SOUTH OF COLD SPRINGS BAPTIST CHURCH, SET
 GY1500'IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A 12-FOOT
 GY1500'CONCRETE CULVERT, 19 FEET WEST OF THE CENTER LINE OF HIGHWAY,
 GY1500'73 FEET WEST SOUTHWEST AND ACROSS HIGHWAY FROM WEST CORNER OF
 GY1500'COLD SPRINGS SCHOOL, ABOUT LEVEL WITH HIGHWAY.
 GY1500
 GY1500                          STATION RECOVERY (2001)
 GY1500
 GY1500'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1495 ***********************************************************************
 GY1495  DESIGNATION -  M 284
 GY1495  PID         -  GY1495
 GY1495  STATE/COUNTY-  KY/MAGOFFIN
 GY1495  USGS QUAD   -  IVYTON (1992)
 GY1495
 GY1495                         *CURRENT SURVEY CONTROL
 GY1495  ___________________________________________________________________
 GY1495* NAD 83(1986)-  37 42 01.     (N)    082 57 12.     (W)     SCALED    
 GY1495* NAVD 88     -       251.280  (meters)     824.41   (feet)  ADJUSTED  
 GY1495  ___________________________________________________________________
 GY1495  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GY1495  DYNAMIC HT  -         251.088 (meters)     823.78  (feet)  COMP
 GY1495  MODELED GRAV-     979,861.9   (mgal)                       NAVD 88
 GY1495
 GY1495  VERT ORDER  -  SECOND    CLASS 0
 GY1495
 GY1495.The horizontal coordinates were scaled from a topographic map and have
 GY1495.an estimated accuracy of +/- 6 seconds.
 GY1495
 GY1495.The orthometric height was determined by differential leveling
 GY1495.and adjusted by the National Geodetic Survey in June 1991..
 GY1495
 GY1495.The geoid height was determined by GEOID03.
 GY1495
 GY1495.The dynamic height is computed by dividing the NAVD 88
 GY1495.geopotential number by the normal gravity value computed on the
 GY1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1495.degrees latitude (g = 980.6199 gals.).
 GY1495
 GY1495.The modeled gravity was interpolated from observed gravity values.
 GY1495
 GY1495;                    North         East    Units  Estimated Accuracy
 GY1495;SPC KY1Z     - 1,155,400.    1,746,580.      MT  (+/- 180 meters Scaled)
 GY1495
 GY1495                          SUPERSEDED SURVEY CONTROL
 GY1495
 GY1495  NGVD 29 (??/??/92)  251.469  (m)          825.03   (f) ADJ UNCH    2 0
 GY1495
 GY1495.Superseded values are not recommended for survey control.
 GY1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1495.See file dsdata.txt to determine how the superseded data were derived.
 GY1495
 GY1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB277743(NAD 83)
 GY1495_MARKER: DB = BENCH MARK DISK
 GY1495_SETTING: 66 = SET IN ROCK OUTCROP
 GY1495_SP_SET: ROCK CUT
 GY1495_STAMPING: M 284 1952 825.028
 GY1495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1495+STABILITY: POSITION/ELEVATION WELL
 GY1495
 GY1495  HISTORY     - Date     Condition        Report By
 GY1495  HISTORY     - 1952     MONUMENTED       CGS
 GY1495  HISTORY     - 1955     GOOD             NGS
 GY1495
 GY1495                          STATION DESCRIPTION
 GY1495
 GY1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1495'1.6 MI SE FROM IVYTON.
 GY1495'1.55 MILES SOUTHEAST ALONG STATE HIGHWAY 114 FROM THE SCHOOL
 GY1495'AT IVYTON, 0.6 MILE NORTHWEST OF FLOYD - MAGOFFIN COUNTY LINE,
 GY1495'SET IN THE TOP OF THE EAST EDGE OF A SANDSTONE LEDGE ABOUT 9
 GY1495'BY 4 FEET WHICH PROJECTS OUT OF A CUT, 24 FEET NORTH OF THE
 GY1495'CENTER LINE OF HIGHWAY, 33 FEET WEST OF WEST EDGE OF A PROMINENT
 GY1495'FLAT OUTCROP ABOUT 20 BY 14 FEET, 34 FEET NORTHWEST OF THE
 GY1495'CENTER OF JUNCTION OF A DRIVE SOUTH FORDING CREEK AND LEADING
 GY1495'TO A FARM HOUSE, ABOUT 3.5 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2349 ***********************************************************************
 GY2349  DESIGNATION -  M 285
 GY2349  PID         -  GY2349
 GY2349  STATE/COUNTY-  KY/LESLIE
 GY2349  USGS QUAD   -  CUTSHIN (1980)
 GY2349
 GY2349                         *CURRENT SURVEY CONTROL
 GY2349  ___________________________________________________________________
 GY2349* NAD 83(1986)-  37 07 20.     (N)    083 17 06.     (W)     SCALED    
 GY2349* NAVD 88     -       289.213  (meters)     948.86   (feet)  ADJUSTED  
 GY2349  ___________________________________________________________________
 GY2349  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GY2349  DYNAMIC HT  -         288.980 (meters)     948.10  (feet)  COMP
 GY2349  MODELED GRAV-     979,817.3   (mgal)                       NAVD 88
 GY2349
 GY2349  VERT ORDER  -  SECOND    CLASS 0
 GY2349
 GY2349.The horizontal coordinates were scaled from a topographic map and have
 GY2349.an estimated accuracy of +/- 6 seconds.
 GY2349
 GY2349.The orthometric height was determined by differential leveling
 GY2349.and adjusted by the National Geodetic Survey in June 1991..
 GY2349
 GY2349.The geoid height was determined by GEOID03.
 GY2349
 GY2349.The dynamic height is computed by dividing the NAVD 88
 GY2349.geopotential number by the normal gravity value computed on the
 GY2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2349.degrees latitude (g = 980.6199 gals.).
 GY2349
 GY2349.The modeled gravity was interpolated from observed gravity values.
 GY2349
 GY2349;                    North         East    Units  Estimated Accuracy
 GY2349;SPC KY1Z     - 1,090,450.    1,719,040.      MT  (+/- 180 meters Scaled)
 GY2349
 GY2349                          SUPERSEDED SURVEY CONTROL
 GY2349
 GY2349  NGVD 29 (??/??/92)  289.374  (m)          949.39   (f) ADJ UNCH    2 0
 GY2349
 GY2349.Superseded values are not recommended for survey control.
 GY2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2349.See file dsdata.txt to determine how the superseded data were derived.
 GY2349
 GY2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB970108(NAD 83)
 GY2349_MARKER: DB = BENCH MARK DISK
 GY2349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2349_SP_SET: CULVERT
 GY2349_STAMPING: M 285 1952 949.388
 GY2349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2349
 GY2349  HISTORY     - Date     Condition        Report By
 GY2349  HISTORY     - 1952     MONUMENTED       CGS
 GY2349  HISTORY     - 1956     GOOD             NGS
 GY2349
 GY2349                          STATION DESCRIPTION
 GY2349
 GY2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2349'1 MI S FROM SMILAX.
 GY2349'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 699 FROM THE POST OFFICE
 GY2349'AND JUNCTION OF A ROAD EAST AT SMILAX, IN THE TOP OF THE NORTHWEST
 GY2349'END OF THE SOUTHWEST CONCRETE HEAD WALL OF A 4-FOOT STONE MASONRY
 GY2349'CULVERT, 17 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 3 1/2 FEET
 GY2349'SOUTHEAST OF NORTHWEST END OF HEAD WALL AND ABOUT LEVEL WITH
 GY2349'HIGHWAY.
 GY2349
 GY2349                          STATION RECOVERY (1956)
 GY2349
 GY2349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2360 ***********************************************************************
 GY2360  DESIGNATION -  M 286
 GY2360  PID         -  GY2360
 GY2360  STATE/COUNTY-  KY/LESLIE
 GY2360  USGS QUAD   -  LEATHERWOOD (1954)
 GY2360
 GY2360                         *CURRENT SURVEY CONTROL
 GY2360  ___________________________________________________________________
 GY2360* NAD 83(1986)-  37 02 56.     (N)    083 14 33.     (W)     SCALED    
 GY2360* NAVD 88     -       462.121  (meters)    1516.14   (feet)  ADJUSTED  
 GY2360  ___________________________________________________________________
 GY2360  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GY2360  DYNAMIC HT  -         461.737 (meters)    1514.88  (feet)  COMP
 GY2360  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 GY2360
 GY2360  VERT ORDER  -  SECOND    CLASS 0
 GY2360
 GY2360.The horizontal coordinates were scaled from a topographic map and have
 GY2360.an estimated accuracy of +/- 6 seconds.
 GY2360
 GY2360.The orthometric height was determined by differential leveling
 GY2360.and adjusted by the National Geodetic Survey in June 1991..
 GY2360
 GY2360.The geoid height was determined by GEOID03.
 GY2360
 GY2360.The dynamic height is computed by dividing the NAVD 88
 GY2360.geopotential number by the normal gravity value computed on the
 GY2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2360.degrees latitude (g = 980.6199 gals.).
 GY2360
 GY2360.The modeled gravity was interpolated from observed gravity values.
 GY2360
 GY2360;                    North         East    Units  Estimated Accuracy
 GY2360;SPC KY1Z     - 1,082,410.    1,723,030.      MT  (+/- 180 meters Scaled)
 GY2360
 GY2360                          SUPERSEDED SURVEY CONTROL
 GY2360
 GY2360  NGVD 29 (??/??/92)  462.272  (m)         1516.64   (f) ADJ UNCH    2 0
 GY2360
 GY2360.Superseded values are not recommended for survey control.
 GY2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2360.See file dsdata.txt to determine how the superseded data were derived.
 GY2360
 GY2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB005026(NAD 83)
 GY2360_MARKER: DB = BENCH MARK DISK
 GY2360_SETTING: 66 = SET IN ROCK OUTCROP
 GY2360_SP_SET: ROCK CUT
 GY2360_STAMPING: M 286 1952 1516.637
 GY2360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2360+STABILITY: POSITION/ELEVATION WELL
 GY2360
 GY2360  HISTORY     - Date     Condition        Report By
 GY2360  HISTORY     - 1952     MONUMENTED       CGS
 GY2360  HISTORY     - 1956     POOR             NGS
 GY2360
 GY2360                          STATION DESCRIPTION
 GY2360
 GY2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2360'0.4 MI E FROM BIG FORK.
 GY2360'ABOUT 0.45 MILE EAST ALONG A ROAD FROM THE ROAN GAP SCHOOL AT
 GY2360'BIG FORK, ABOUT 0.4 MILE EAST OF POST OFFICE AT BIG FORK, 27
 GY2360'YARDS SOUTHEAST AND UPHILL FROM A CULVERT FOR A CREEK BRANCH AND
 GY2360'A SHARP CURVE IN ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF
 GY2360'A 1 FOOT THICK LAYER OF ROCK IN A ROCK CUT, 21 FEET NORTHEAST OF
 GY2360'CENTER LINE OF ROAD AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 GY2360
 GY2360                          STATION RECOVERY (1956)
 GY2360
 GY2360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY2360'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2084 ***********************************************************************
 GY2084  DESIGNATION -  M 288
 GY2084  PID         -  GY2084
 GY2084  STATE/COUNTY-  KY/PERRY
 GY2084  USGS QUAD   -  NOBLE (1976)
 GY2084
 GY2084                         *CURRENT SURVEY CONTROL
 GY2084  ___________________________________________________________________
 GY2084* NAD 83(1986)-  37 25 48.     (N)    083 12 55.     (W)     SCALED    
 GY2084* NAVD 88     -       245.761  (meters)     806.30   (feet)  ADJUSTED  
 GY2084  ___________________________________________________________________
 GY2084  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GY2084  DYNAMIC HT  -         245.572 (meters)     805.68  (feet)  COMP
 GY2084  MODELED GRAV-     979,855.8   (mgal)                       NAVD 88
 GY2084
 GY2084  VERT ORDER  -  SECOND    CLASS 0
 GY2084
 GY2084.The horizontal coordinates were scaled from a topographic map and have
 GY2084.an estimated accuracy of +/- 6 seconds.
 GY2084
 GY2084.The orthometric height was determined by differential leveling
 GY2084.and adjusted by the National Geodetic Survey in June 1991..
 GY2084
 GY2084.The geoid height was determined by GEOID03.
 GY2084
 GY2084.The dynamic height is computed by dividing the NAVD 88
 GY2084.geopotential number by the normal gravity value computed on the
 GY2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2084.degrees latitude (g = 980.6199 gals.).
 GY2084
 GY2084.The modeled gravity was interpolated from observed gravity values.
 GY2084
 GY2084;                    North         East    Units  Estimated Accuracy
 GY2084;SPC KY1Z     - 1,124,760.    1,724,300.      MT  (+/- 180 meters Scaled)
 GY2084
 GY2084                          SUPERSEDED SURVEY CONTROL
 GY2084
 GY2084  NGVD 29 (??/??/92)  245.926  (m)          806.84   (f) ADJ UNCH    2 0
 GY2084
 GY2084.Superseded values are not recommended for survey control.
 GY2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2084.See file dsdata.txt to determine how the superseded data were derived.
 GY2084
 GY2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB039448(NAD 83)
 GY2084_MARKER: DB = BENCH MARK DISK
 GY2084_SETTING: 66 = SET IN ROCK OUTCROP
 GY2084_SP_SET: ROCK CUT
 GY2084_STAMPING: M 288 1952 806.842
 GY2084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2084+STABILITY: POSITION/ELEVATION WELL
 GY2084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2084+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1996
 GY2084
 GY2084  HISTORY     - Date     Condition        Report By
 GY2084  HISTORY     - 1952     MONUMENTED       CGS
 GY2084  HISTORY     - 1956     GOOD             NGS
 GY2084  HISTORY     - 19961204 GOOD             KYDT
 GY2084
 GY2084                          STATION DESCRIPTION
 GY2084
 GY2084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2084'5.5 MI SE FROM HARDSHELL.
 GY2084'5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM CANEY SCHOOL AT
 GY2084'HARDSHELL, 2.25 MILES NORTHWEST OF THE POST OFFICE AT ROWDY, 1.2
 GY2084'MILES SOUTHEAST OF THE PERRY-BREATHITT COUNTY LINE, 45 YARDS
 GY2084'SOUTHEAST OF A CULVERT FOR UPPER BEAVER DAM BRANCH, SET VERTICALLY
 GY2084'IN THE NORTHEAST FACE OF A 15-FOOT HIGH ROCK CUT, 18 FEET SOUTHWEST
 GY2084'OF CENTER LINE OF HIGHWAY, 3.5 FEET SOUTHEAST OF NORTHWEST END
 GY2084'OF CUT AND 3 FEET ABOVE LEVEL OF HIGHWAY.
 GY2084
 GY2084                          STATION RECOVERY (1996)
 GY2084
 GY2084'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2084'ROAD NOW KY 486.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2297 ***********************************************************************
 GY2297  DESIGNATION -  M 289
 GY2297  PID         -  GY2297
 GY2297  STATE/COUNTY-  KY/PERRY
 GY2297  USGS QUAD   -  TILFORD (1976)
 GY2297
 GY2297                         *CURRENT SURVEY CONTROL
 GY2297  ___________________________________________________________________
 GY2297* NAD 83(1986)-  37 01 55.     (N)    083 06 35.     (W)     SCALED    
 GY2297* NAVD 88     -       371.925  (meters)    1220.22   (feet)  ADJUSTED  
 GY2297  ___________________________________________________________________
 GY2297  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GY2297  DYNAMIC HT  -         371.612 (meters)    1219.20  (feet)  COMP
 GY2297  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GY2297
 GY2297  VERT ORDER  -  SECOND    CLASS 0
 GY2297
 GY2297.The horizontal coordinates were scaled from a topographic map and have
 GY2297.an estimated accuracy of +/- 6 seconds.
 GY2297
 GY2297.The orthometric height was determined by differential leveling
 GY2297.and adjusted by the National Geodetic Survey in June 1991..
 GY2297
 GY2297.The geoid height was determined by GEOID03.
 GY2297
 GY2297.The dynamic height is computed by dividing the NAVD 88
 GY2297.geopotential number by the normal gravity value computed on the
 GY2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2297.degrees latitude (g = 980.6199 gals.).
 GY2297
 GY2297.The modeled gravity was interpolated from observed gravity values.
 GY2297
 GY2297;                    North         East    Units  Estimated Accuracy
 GY2297;SPC KY1Z     - 1,080,860.    1,734,890.      MT  (+/- 180 meters Scaled)
 GY2297
 GY2297                          SUPERSEDED SURVEY CONTROL
 GY2297
 GY2297  NGVD 29 (??/??/92)  372.06   (m)         1220.7    (f) COMPUTED    2 0
 GY2297
 GY2297.Superseded values are not recommended for survey control.
 GY2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2297.See file dsdata.txt to determine how the superseded data were derived.
 GY2297
 GY2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB123004(NAD 83)
 GY2297_MARKER: DB = BENCH MARK DISK
 GY2297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2297_SP_SET: OVERPASS
 GY2297_STAMPING: M 289 1952 1220.683
 GY2297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2297
 GY2297  HISTORY     - Date     Condition        Report By
 GY2297  HISTORY     - 1952     MONUMENTED       CGS
 GY2297  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 GY2297
 GY2297                          STATION DESCRIPTION
 GY2297
 GY2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY2297'2 MI S FROM TONER.
 GY2297'ABOUT 2.05 MILES SOUTH ALONG STATE HIGHWAY 463 FROM THE JUNCTION
 GY2297'OF STATE HIGHWAY 448 AND CONFLUENCE OF LEATHERWOOD CREEK AND
 GY2297'CLOVER FORK AT TONER, ABOUT 1.85 MILES NORTHWEST OF THE POST
 GY2297'OFFICE AND SCHOOL AT DELPHIA, SET VERTICALLY IN THE SOUTHWEST
 GY2297'FACE OF THE CENTER ONE OF THREE CONCRETE PIERS OF BRANCH LINE
 GY2297'OF LOUISVILLE AND NASHVILLE RAILROAD LEADING TO JEWAL RIDGE MINES
 GY2297'OVERPASS OVER THE HIGHWAY, 22 FEET NORTHEAST OF CENTER LINE OF
 GY2297'HIGHWAY, 13 1/2 FEET SOUTHEAST OF WEST CORNER OF PIER, 4 1/2
 GY2297'FEET NORTHWEST OF SOUTH CORNER OF PIER AND ABOUT 2 1/2 FEET
 GY2297'ABOVE HIGHWAY.
 GY2297
 GY2297                          STATION RECOVERY (1975)
 GY2297
 GY2297'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 GY2297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0581 ***********************************************************************
 HZ0581  DESIGNATION -  M 29
 HZ0581  PID         -  HZ0581
 HZ0581  STATE/COUNTY-  KY/GALLATIN
 HZ0581  USGS QUAD   -  SANDERS (1987)
 HZ0581
 HZ0581                         *CURRENT SURVEY CONTROL
 HZ0581  ___________________________________________________________________
 HZ0581* NAD 83(1986)-  38 40 31.     (N)    084 54 28.     (W)     SCALED    
 HZ0581* NAVD 88     -       152.461  (meters)     500.20   (feet)  ADJUSTED  
 HZ0581  ___________________________________________________________________
 HZ0581  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ0581  DYNAMIC HT  -         152.361 (meters)     499.87  (feet)  COMP
 HZ0581  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 HZ0581
 HZ0581  VERT ORDER  -  SECOND    CLASS 0
 HZ0581
 HZ0581.The horizontal coordinates were scaled from a topographic map and have
 HZ0581.an estimated accuracy of +/- 6 seconds.
 HZ0581
 HZ0581.The orthometric height was determined by differential leveling
 HZ0581.and adjusted by the National Geodetic Survey in June 1991..
 HZ0581
 HZ0581.The geoid height was determined by GEOID03.
 HZ0581
 HZ0581.The dynamic height is computed by dividing the NAVD 88
 HZ0581.geopotential number by the normal gravity value computed on the
 HZ0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0581.degrees latitude (g = 980.6199 gals.).
 HZ0581
 HZ0581.The modeled gravity was interpolated from observed gravity values.
 HZ0581
 HZ0581;                    North         East    Units  Estimated Accuracy
 HZ0581;SPC KY1Z     - 1,260,260.    1,573,290.      MT  (+/- 180 meters Scaled)
 HZ0581
 HZ0581                          SUPERSEDED SURVEY CONTROL
 HZ0581
 HZ0581  NGVD 29 (??/??/92)  152.655  (m)          500.84   (f) ADJ UNCH    2 0
 HZ0581
 HZ0581.Superseded values are not recommended for survey control.
 HZ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0581.See file dsdata.txt to determine how the superseded data were derived.
 HZ0581
 HZ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH820828(NAD 83)
 HZ0581_MARKER: DB = BENCH MARK DISK
 HZ0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0581_STAMPING: M 29 1934
 HZ0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0581+STABILITY: SURFACE MOTION
 HZ0581
 HZ0581  HISTORY     - Date     Condition        Report By
 HZ0581  HISTORY     - 1934     MONUMENTED       CGS
 HZ0581  HISTORY     - 1949     MARK NOT FOUND   NGS
 HZ0581
 HZ0581                          STATION DESCRIPTION
 HZ0581
 HZ0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0581'AT SPARTA.
 HZ0581'AT SPARTA, GALLATIN COUNTY, 130 YARDS SOUTH OF THE SOUTH END OF THE
 HZ0581'LOUISVILLE AND NASHVILLE RAILROAD STATION, 1.5 FEET EAST OF
 HZ0581'MILEPOST L 65, OPPOSITE THE CONOCO STORAGE TANKS, 8 FEET EAST OF
 HZ0581'THE EAST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 HZ0581'DISK, STAMPED M 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1729 ***********************************************************************
 GA1729  DESIGNATION -  M 290
 GA1729  PID         -  GA1729
 GA1729  STATE/COUNTY-  KY/HARLAN
 GA1729  USGS QUAD   -  HARLAN (1978)
 GA1729
 GA1729                         *CURRENT SURVEY CONTROL
 GA1729  ___________________________________________________________________
 GA1729* NAD 83(1986)-  36 47 47.     (N)    083 20 06.     (W)     SCALED    
 GA1729* NAVD 88     -       393.132  (meters)    1289.80   (feet)  ADJUSTED  
 GA1729  ___________________________________________________________________
 GA1729  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA1729  DYNAMIC HT  -         392.788 (meters)    1288.67  (feet)  COMP
 GA1729  MODELED GRAV-     979,744.9   (mgal)                       NAVD 88
 GA1729
 GA1729  VERT ORDER  -  SECOND    CLASS 0
 GA1729
 GA1729.The horizontal coordinates were scaled from a topographic map and have
 GA1729.an estimated accuracy of +/- 6 seconds.
 GA1729
 GA1729.The orthometric height was determined by differential leveling
 GA1729.and adjusted by the National Geodetic Survey in June 1991..
 GA1729
 GA1729.The geoid height was determined by GEOID03.
 GA1729
 GA1729.The dynamic height is computed by dividing the NAVD 88
 GA1729.geopotential number by the normal gravity value computed on the
 GA1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1729.degrees latitude (g = 980.6199 gals.).
 GA1729
 GA1729.The modeled gravity was interpolated from observed gravity values.
 GA1729
 GA1729;                    North         East    Units  Estimated Accuracy
 GA1729;SPC KY1Z     - 1,054,180.    1,715,530.      MT  (+/- 180 meters Scaled)
 GA1729
 GA1729                          SUPERSEDED SURVEY CONTROL
 GA1729
 GA1729  NGVD 29 (??/??/92)  393.271  (m)         1290.26   (f) ADJ UNCH    2 0
 GA1729
 GA1729.Superseded values are not recommended for survey control.
 GA1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1729.See file dsdata.txt to determine how the superseded data were derived.
 GA1729
 GA1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA916748(NAD 83)
 GA1729_MARKER: DB = BENCH MARK DISK
 GA1729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1729_SP_SET: CULVERT
 GA1729_STAMPING: M 290 1952 1290.257
 GA1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1729+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 GA1729
 GA1729  HISTORY     - Date     Condition        Report By
 GA1729  HISTORY     - 1952     MONUMENTED       CGS
 GA1729  HISTORY     - 1956     GOOD             NGS
 GA1729  HISTORY     - 20010515 GOOD             KYDT
 GA1729
 GA1729                          STATION DESCRIPTION
 GA1729
 GA1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GA1729'3.7 MI SW FROM HARLAN.
 GA1729'ABOUT 0.9 MILE SOUTH ALONG U.S. HIGHWAY 421 FROM THE LOUISVILLE
 GA1729'AND NASHVILLE RAILROAD STATION AT HARLAN, THENCE ABOUT 2.8 MILES
 GA1729'SOUTHWEST ALONG STATE HIGHWAY 72, ABOUT 1.15 MILES NORTH OF BAPTIST
 GA1729'CHURCH AT PANSY, ABOUT 0.95 MILE NORTH OF MARY ALICE MINE AND
 GA1729'COMMISSARY, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 GA1729'HEAD WALL OF A 5-FOOT STONE BOX CULVERT, 15 FEET EAST OF CENTER
 GA1729'LINE OF HIGHWAY, 1 1/2 FEET NORTH OF SOUTH END OF HEAD WALL AND
 GA1729'ABOUT LEVEL WITH HIGHWAY.
 GA1729
 GA1729                          STATION RECOVERY (1956)
 GA1729
 GA1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1729'RECOVERED IN GOOD CONDITION.
 GA1729
 GA1729                          STATION RECOVERY (2001)
 GA1729
 GA1729'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0859 ***********************************************************************
 GY0859  DESIGNATION -  M 291
 GY0859  PID         -  GY0859
 GY0859  STATE/COUNTY-  KY/LETCHER
 GY0859  USGS QUAD   -  ROXANA (1976)
 GY0859
 GY0859                         *CURRENT SURVEY CONTROL
 GY0859  ___________________________________________________________________
 GY0859* NAD 83(1986)-  37 06 53.     (N)    082 57 29.     (W)     SCALED    
 GY0859* NAVD 88     -       314.401  (meters)    1031.50   (feet)  ADJUSTED  
 GY0859  ___________________________________________________________________
 GY0859  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GY0859  DYNAMIC HT  -         314.140 (meters)    1030.64  (feet)  COMP
 GY0859  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 GY0859
 GY0859  VERT ORDER  -  FIRST     CLASS I
 GY0859
 GY0859.The horizontal coordinates were scaled from a topographic map and have
 GY0859.an estimated accuracy of +/- 6 seconds.
 GY0859
 GY0859.The orthometric height was determined by differential leveling
 GY0859.and adjusted by the National Geodetic Survey in June 1991..
 GY0859
 GY0859.The geoid height was determined by GEOID03.
 GY0859
 GY0859.The dynamic height is computed by dividing the NAVD 88
 GY0859.geopotential number by the normal gravity value computed on the
 GY0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0859.degrees latitude (g = 980.6199 gals.).
 GY0859
 GY0859.The modeled gravity was interpolated from observed gravity values.
 GY0859
 GY0859;                    North         East    Units  Estimated Accuracy
 GY0859;SPC KY1Z     - 1,090,430.    1,748,100.      MT  (+/- 180 meters Scaled)
 GY0859
 GY0859                          SUPERSEDED SURVEY CONTROL
 GY0859
 GY0859  NGVD 29 (??/??/92)  314.551  (m)         1031.99   (f) ADJ UNCH    1 1
 GY0859
 GY0859.Superseded values are not recommended for survey control.
 GY0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0859.See file dsdata.txt to determine how the superseded data were derived.
 GY0859
 GY0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB260093(NAD 83)
 GY0859_MARKER: DB = BENCH MARK DISK
 GY0859_SETTING: 66 = SET IN ROCK OUTCROP
 GY0859_SP_SET: ROCK CUT
 GY0859_STAMPING: M 291 1952 1031.989
 GY0859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0859+STABILITY: POSITION/ELEVATION WELL
 GY0859
 GY0859  HISTORY     - Date     Condition        Report By
 GY0859  HISTORY     - 1952     MONUMENTED       CGS
 GY0859  HISTORY     - 1967     GOOD             NGS
 GY0859
 GY0859                          STATION DESCRIPTION
 GY0859
 GY0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0859'11.7 MI W FROM WHITESBURG.
 GY0859'ABOUT 0.9 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY0859'RAILROAD FROM THE STATION AT WHITESBURG, THENCE 0.15 MILE WEST
 GY0859'ALONG STATE HIGHWAY 15, THENCE 10.65 MILES WEST ALONG THE LOUISVILLE
 GY0859'AND NASHVILLE RAILROAD, 1.0 MILE SOUTHWEST OF ADAMS GENERAL STORE
 GY0859'AND POST OFFICE AT THE SMALL COMMUNITY OF ROXANA, 135 1/2 FEET
 GY0859'NORTHEAST OF MILEPOST 272, 9 1/2 FEET NORTHWEST OF THE NORTHWEST
 GY0859'RAIL OF THE TRACK, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 GY0859'ROCK IN THE NORTHWEST BANK OF A LONG CUT FOR THE RAILROAD, 47 FEET
 GY0859'NORTH AND ACROSS THE TRACK FROM TELEPHONE POLE NUMBER 4833-289,
 GY0859'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1402 ***********************************************************************
 GY1402  DESIGNATION -  M 292
 GY1402  PID         -  GY1402
 GY1402  STATE/COUNTY-  KY/JOHNSON
 GY1402  USGS QUAD   -  REDBUSH (1992)
 GY1402
 GY1402                         *CURRENT SURVEY CONTROL
 GY1402  ___________________________________________________________________
 GY1402* NAD 83(1986)-  37 55 03.     (N)    082 53 36.     (W)     SCALED    
 GY1402* NAVD 88     -       222.331  (meters)     729.43   (feet)  ADJUSTED  
 GY1402  ___________________________________________________________________
 GY1402  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GY1402  DYNAMIC HT  -         222.167 (meters)     728.89  (feet)  COMP
 GY1402  MODELED GRAV-     979,887.6   (mgal)                       NAVD 88
 GY1402
 GY1402  VERT ORDER  -  SECOND    CLASS 0
 GY1402
 GY1402.The horizontal coordinates were scaled from a topographic map and have
 GY1402.an estimated accuracy of +/- 6 seconds.
 GY1402
 GY1402.The orthometric height was determined by differential leveling
 GY1402.and adjusted by the National Geodetic Survey in June 1991..
 GY1402
 GY1402.The geoid height was determined by GEOID03.
 GY1402
 GY1402.The dynamic height is computed by dividing the NAVD 88
 GY1402.geopotential number by the normal gravity value computed on the
 GY1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1402.degrees latitude (g = 980.6199 gals.).
 GY1402
 GY1402.The modeled gravity was interpolated from observed gravity values.
 GY1402
 GY1402;                    North         East    Units  Estimated Accuracy
 GY1402;SPC KY1Z     - 1,179,660.    1,751,130.      MT  (+/- 180 meters Scaled)
 GY1402
 GY1402                          SUPERSEDED SURVEY CONTROL
 GY1402
 GY1402  NGVD 29 (??/??/92)  222.529  (m)          730.08   (f) ADJ UNCH    2 0
 GY1402
 GY1402.Superseded values are not recommended for survey control.
 GY1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1402.See file dsdata.txt to determine how the superseded data were derived.
 GY1402
 GY1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB335983(NAD 83)
 GY1402_MARKER: DB = BENCH MARK DISK
 GY1402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1402_SP_SET: CULVERT
 GY1402_STAMPING: M 292 1952 730.081
 GY1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1402+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GY1402
 GY1402  HISTORY     - Date     Condition        Report By
 GY1402  HISTORY     - 1952     MONUMENTED       CGS
 GY1402  HISTORY     - 1955     GOOD             NGS
 GY1402  HISTORY     - 20020806 GOOD             KYDT
 GY1402
 GY1402                          STATION DESCRIPTION
 GY1402
 GY1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1402'3.8 MI SE FROM REDBUSH.
 GY1402'3.85 MILES SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE JUNCTION OF
 GY1402'STATE HIGHWAY 469 AT REDBUSH, AT THE JUNCTION OF STATE HIGHWAY 689
 GY1402'LEADING NORTH TO FLATGAP, IN THE TOP OF THE NORTHWEST END OF
 GY1402'THE NORTHEAST HEAD WALL OF AN 18-FOOT CONCRETE CULVERT WITH
 GY1402'PARTITION, 14 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY
 GY1402'172, 59 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 689, ABOUT
 GY1402'LEVEL WITH HIGHWAYS.
 GY1402
 GY1402                          STATION RECOVERY (2002)
 GY1402
 GY1402'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1318 ***********************************************************************
 GY1318  DESIGNATION -  M 293
 GY1318  PID         -  GY1318
 GY1318  STATE/COUNTY-  KY/JOHNSON
 GY1318  USGS QUAD   -  OFFUTT (1992)
 GY1318
 GY1318                         *CURRENT SURVEY CONTROL
 GY1318  ___________________________________________________________________
 GY1318* NAD 83(1986)-  37 51 33.     (N)    082 43 30.     (W)     SCALED    
 GY1318* NAVD 88     -       186.399  (meters)     611.54   (feet)  ADJUSTED  
 GY1318  ___________________________________________________________________
 GY1318  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GY1318  DYNAMIC HT  -         186.260 (meters)     611.09  (feet)  COMP
 GY1318  MODELED GRAV-     979,881.9   (mgal)                       NAVD 88
 GY1318
 GY1318  VERT ORDER  -  SECOND    CLASS 0
 GY1318
 GY1318.The horizontal coordinates were scaled from a topographic map and have
 GY1318.an estimated accuracy of +/- 6 seconds.
 GY1318
 GY1318.The orthometric height was determined by differential leveling
 GY1318.and adjusted by the National Geodetic Survey in June 1991..
 GY1318
 GY1318.The geoid height was determined by GEOID03.
 GY1318
 GY1318.The dynamic height is computed by dividing the NAVD 88
 GY1318.geopotential number by the normal gravity value computed on the
 GY1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1318.degrees latitude (g = 980.6199 gals.).
 GY1318
 GY1318.The modeled gravity was interpolated from observed gravity values.
 GY1318
 GY1318;                    North         East    Units  Estimated Accuracy
 GY1318;SPC KY1Z     - 1,173,650.    1,766,130.      MT  (+/- 180 meters Scaled)
 GY1318
 GY1318                          SUPERSEDED SURVEY CONTROL
 GY1318
 GY1318  NGVD 29 (??/??/92)  186.602  (m)          612.21   (f) ADJ UNCH    2 0
 GY1318
 GY1318.Superseded values are not recommended for survey control.
 GY1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1318.See file dsdata.txt to determine how the superseded data were derived.
 GY1318
 GY1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB482915(NAD 83)
 GY1318_MARKER: DB = BENCH MARK DISK
 GY1318_SETTING: 66 = SET IN ROCK OUTCROP
 GY1318_SP_SET: ROCK CUT
 GY1318_STAMPING: M 293 1952 612.210
 GY1318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1318+STABILITY: POSITION/ELEVATION WELL
 GY1318
 GY1318  HISTORY     - Date     Condition        Report By
 GY1318  HISTORY     - 1952     MONUMENTED       CGS
 GY1318  HISTORY     - 1955     GOOD             NGS
 GY1318
 GY1318                          STATION DESCRIPTION
 GY1318
 GY1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1318'0.7 MI NE FROM OFFUTT.
 GY1318'0.7 MILE NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 GY1318'THE STATION AT OFFUTT, 12 RAILS SOUTHWEST OF THE ROAD CROSSING
 GY1318'AT RIVERS, 11 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET VERTICALLY
 GY1318'IN THE NORTHWEST FACE OF A LONG ROCK CUT, 2.5 FEET ABOVE THE
 GY1318'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1600 ***********************************************************************
 GY1600  DESIGNATION -  M 294
 GY1600  PID         -  GY1600
 GY1600  STATE/COUNTY-  KY/PIKE
 GY1600  USGS QUAD   -  THOMAS (1992)
 GY1600
 GY1600                         *CURRENT SURVEY CONTROL
 GY1600  ___________________________________________________________________
 GY1600* NAD 83(1986)-  37 37 39.     (N)    082 32 59.     (W)     SCALED    
 GY1600* NAVD 88     -       207.554  (meters)     680.95   (feet)  ADJUSTED  
 GY1600  ___________________________________________________________________
 GY1600  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GY1600  DYNAMIC HT  -         207.399 (meters)     680.44  (feet)  COMP
 GY1600  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 GY1600
 GY1600  VERT ORDER  -  SECOND    CLASS 0
 GY1600
 GY1600.The horizontal coordinates were scaled from a topographic map and have
 GY1600.an estimated accuracy of +/- 6 seconds.
 GY1600
 GY1600.The orthometric height was determined by differential leveling
 GY1600.and adjusted by the National Geodetic Survey in June 1991..
 GY1600
 GY1600.The geoid height was determined by GEOID03.
 GY1600
 GY1600.The dynamic height is computed by dividing the NAVD 88
 GY1600.geopotential number by the normal gravity value computed on the
 GY1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1600.degrees latitude (g = 980.6199 gals.).
 GY1600
 GY1600.The modeled gravity was interpolated from observed gravity values.
 GY1600
 GY1600;                    North         East    Units  Estimated Accuracy
 GY1600;SPC KY1Z     - 1,148,470.    1,782,430.      MT  (+/- 180 meters Scaled)
 GY1600
 GY1600                          SUPERSEDED SURVEY CONTROL
 GY1600
 GY1600  NGVD 29 (??/??/92)  207.760  (m)          681.63   (f) ADJ UNCH    2 0
 GY1600
 GY1600.Superseded values are not recommended for survey control.
 GY1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1600.See file dsdata.txt to determine how the superseded data were derived.
 GY1600
 GY1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB632656(NAD 83)
 GY1600_MARKER: DB = BENCH MARK DISK
 GY1600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1600_SP_SET: CULVERT
 GY1600_STAMPING: M 294 1952 681.626
 GY1600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1600+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2001
 GY1600
 GY1600  HISTORY     - Date     Condition        Report By
 GY1600  HISTORY     - 1952     MONUMENTED       CGS
 GY1600  HISTORY     - 1956     GOOD             NGS
 GY1600  HISTORY     - 20010612 GOOD             KYDT
 GY1600
 GY1600                          STATION DESCRIPTION
 GY1600
 GY1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1600'AT GULNARE.
 GY1600'AT GULNARE, 100 YARDS SOUTH ALONG STATE HIGHWAY 304 FROM THE
 GY1600'POST OFFICE AND JUNCTION OF A ROAD LEADING EAST, 16 FEET EAST
 GY1600'OF THE CENTER OF HIGHWAY, IN THE TOP OF THE SOUTH END OF THE
 GY1600'EAST CONCRETE HEAD WALL OF A 15-FOOT CONCRETE AND STONE BOX
 GY1600'CULVERT OVER SYCAMORE CREEK, ABOUT 0.5 FOOT BELOW LEVEL OF
 GY1600'HIGHWAY.
 GY1600
 GY1600                          STATION RECOVERY (2001)
 GY1600
 GY1600'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1600'THIS MARK WILL BE RESET LATER THIS YEAR DUE TO ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ8429 ***********************************************************************
 AJ8429  DESIGNATION -  M 294 RESET
 AJ8429  PID         -  AJ8429
 AJ8429  STATE/COUNTY-  KY/PIKE
 AJ8429  USGS QUAD   -  THOMAS (1992)
 AJ8429
 AJ8429                         *CURRENT SURVEY CONTROL
 AJ8429  ___________________________________________________________________
 AJ8429* NAD 83(1986)-  37 37 39.     (N)    082 32 59.     (W)     SCALED    
 AJ8429* NAVD 88     -       211.57   (meters)     694.1    (feet)  RESET     
 AJ8429  ___________________________________________________________________
 AJ8429  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 AJ8429
 AJ8429  VERT ORDER  -  THIRD
 AJ8429
 AJ8429.The horizontal coordinates were scaled from a topographic map and have
 AJ8429.an estimated accuracy of +/- 6 seconds.
 AJ8429
 AJ8429.The orthometric height was computed from unverified reset data.
 AJ8429.No vertical observational check was made to the station.
 AJ8429
 AJ8429.The geoid height was determined by GEOID03.
 AJ8429
 AJ8429;                    North         East    Units  Estimated Accuracy
 AJ8429;SPC KY1Z     - 1,148,470.    1,782,430.      MT  (+/- 180 meters Scaled)
 AJ8429
 AJ8429                          SUPERSEDED SURVEY CONTROL
 AJ8429
 AJ8429.No superseded survey control is available for this station.
 AJ8429
 AJ8429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB632656(NAD 83)
 AJ8429_MARKER: DV = VERTICAL CONTROL DISK
 AJ8429_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ8429_SP_SET: BRIDGE ABUTMENT
 AJ8429_STAMPING: M 294 1952 RESET 2001
 AJ8429_MARK LOGO: NGS   
 AJ8429_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8429
 AJ8429  HISTORY     - Date     Condition        Report By
 AJ8429  HISTORY     - 2001     MONUMENTED       KYDT
 AJ8429
 AJ8429                          STATION DESCRIPTION
 AJ8429
 AJ8429'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 AJ8429'ABOUT 9 MILES (14.5 KM) SOUTHEAST ALONG KY 194 FROM THE FLOYD/PIKE
 AJ8429'COUNTY LINE, AT GULNARE, ABOUT 240 FEET (73.2 M) SOUTH OF JUNCTION OF
 AJ8429'KY 5433 (SYCAMORE CREEK ROAD) , A DISK SET IN THE TOP OF THE SOUTHEAST
 AJ8429'END OF THE SOUTHWEST ABUTMENT OF A 117 FOOT (35.7 M) CONCRETE BRIDGE
 AJ8429'OVER SYCAMORE CREEK, 23.7 FEET (7.2 M) SOUTHEAST OF CENTERLINE OF
 AJ8429'ROAD, 1.8 FEET (0.5 M) SOUTHEAST OF SOUTHEAST FACE OF SOUTHEAST
 AJ8429'BARRIER WALL, ABOUT 0.3 FEET (9.1 CM) ABOVE ROADWAY AND STAMDED M 294
 AJ8429'1952 RESET 2001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0414 ***********************************************************************
 GY0414  DESIGNATION -  M 295
 GY0414  PID         -  GY0414
 GY0414  STATE/COUNTY-  KY/PIKE
 GY0414  USGS QUAD   -  VARNEY (1992)
 GY0414
 GY0414                         *CURRENT SURVEY CONTROL
 GY0414  ___________________________________________________________________
 GY0414* NAD 83(1986)-  37 40 18.     (N)    082 29 44.     (W)     SCALED    
 GY0414* NAVD 88     -       220.548  (meters)     723.58   (feet)  ADJUSTED  
 GY0414  ___________________________________________________________________
 GY0414  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GY0414  DYNAMIC HT  -         220.385 (meters)     723.05  (feet)  COMP
 GY0414  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 GY0414
 GY0414  VERT ORDER  -  SECOND    CLASS 0
 GY0414
 GY0414.The horizontal coordinates were scaled from a topographic map and have
 GY0414.an estimated accuracy of +/- 6 seconds.
 GY0414
 GY0414.The orthometric height was determined by differential leveling
 GY0414.and adjusted by the National Geodetic Survey in June 1991..
 GY0414
 GY0414.The geoid height was determined by GEOID03.
 GY0414
 GY0414.The dynamic height is computed by dividing the NAVD 88
 GY0414.geopotential number by the normal gravity value computed on the
 GY0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0414.degrees latitude (g = 980.6199 gals.).
 GY0414
 GY0414.The modeled gravity was interpolated from observed gravity values.
 GY0414
 GY0414;                    North         East    Units  Estimated Accuracy
 GY0414;SPC KY1Z     - 1,153,540.    1,787,030.      MT  (+/- 180 meters Scaled)
 GY0414
 GY0414                          SUPERSEDED SURVEY CONTROL
 GY0414
 GY0414  NGVD 29 (??/??/92)  220.761  (m)          724.28   (f) ADJ UNCH    2 0
 GY0414
 GY0414.Superseded values are not recommended for survey control.
 GY0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0414.See file dsdata.txt to determine how the superseded data were derived.
 GY0414
 GY0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB681704(NAD 83)
 GY0414_MARKER: DB = BENCH MARK DISK
 GY0414_SETTING: 66 = SET IN ROCK OUTCROP
 GY0414_SP_SET: ROCK CLIFF
 GY0414_STAMPING: M 295 1952 724.280
 GY0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0414+STABILITY: POSITION/ELEVATION WELL
 GY0414
 GY0414  HISTORY     - Date     Condition        Report By
 GY0414  HISTORY     - 1952     MONUMENTED       CGS
 GY0414  HISTORY     - 1956     POOR             NGS
 GY0414  HISTORY     - 20010628 MARK NOT FOUND   KYDT
 GY0414
 GY0414                          STATION DESCRIPTION
 GY0414
 GY0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0414'1.2 MI NW FROM HEENON.
 GY0414'1.15 MILES NORTHWEST ALONG BRUSHY FORK ROAD, FROM FORKS OF
 GY0414'BRUSHY SCHOOL AT HEENON, 0.8 MILE WEST OF THE POST OFFICE AT
 GY0414'HEENON, JUST WEST OF APPLE ORCHARD CHURCH AND CEMETERY WHICH IS
 GY0414'LOCATED ON A HILL, AT THE JUNCTION OF DIM ROAD ALONG SPARKUM
 GY0414'BRANCH, 126 FEET NORTHWEST OF THE CENTER OF MAIN ROAD, 9 FEET
 GY0414'NORTHEAST OF CENTER OF SPARKUM BRANCH ROAD, SET VERTICALLY 3
 GY0414'FEET ABOVE GROUND IN THE SOUTHWEST FACE OF A LAYERED CLIFF ALONG
 GY0414'CREEK ROAD, 3 FEET ABOVE CREEK BED AND ROAD.
 GY0414
 GY0414                          STATION RECOVERY (2001)
 GY0414
 GY0414'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1966 ***********************************************************************
 GY1966  DESIGNATION -  M 296
 GY1966  PID         -  GY1966
 GY1966  STATE/COUNTY-  KY/PERRY
 GY1966  USGS QUAD   -  HAZARD NORTH (1992)
 GY1966
 GY1966                         *CURRENT SURVEY CONTROL
 GY1966  ___________________________________________________________________
 GY1966* NAD 83(1986)-  37 17 04.     (N)    083 12 37.     (W)     SCALED    
 GY1966* NAVD 88     -       260.452  (meters)     854.50   (feet)  ADJUSTED  
 GY1966  ___________________________________________________________________
 GY1966  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GY1966  DYNAMIC HT  -         260.249 (meters)     853.83  (feet)  COMP
 GY1966  MODELED GRAV-     979,842.6   (mgal)                       NAVD 88
 GY1966
 GY1966  VERT ORDER  -  SECOND    CLASS 0
 GY1966
 GY1966.The horizontal coordinates were scaled from a topographic map and have
 GY1966.an estimated accuracy of +/- 6 seconds.
 GY1966
 GY1966.The orthometric height was determined by differential leveling
 GY1966.and adjusted by the National Geodetic Survey in June 1991..
 GY1966
 GY1966.The geoid height was determined by GEOID03.
 GY1966
 GY1966.The dynamic height is computed by dividing the NAVD 88
 GY1966.geopotential number by the normal gravity value computed on the
 GY1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1966.degrees latitude (g = 980.6199 gals.).
 GY1966
 GY1966.The modeled gravity was interpolated from observed gravity values.
 GY1966
 GY1966;                    North         East    Units  Estimated Accuracy
 GY1966;SPC KY1Z     - 1,108,620.    1,725,180.      MT  (+/- 180 meters Scaled)
 GY1966
 GY1966                          SUPERSEDED SURVEY CONTROL
 GY1966
 GY1966  NGVD 29 (??/??/92)  260.624  (m)          855.06   (f) ADJ UNCH    2 0
 GY1966
 GY1966.Superseded values are not recommended for survey control.
 GY1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1966.See file dsdata.txt to determine how the superseded data were derived.
 GY1966
 GY1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB040287(NAD 83)
 GY1966_MARKER: DB = BENCH MARK DISK
 GY1966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1966_SP_SET: CULVERT
 GY1966_STAMPING: M 296 1952 855.064
 GY1966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1966
 GY1966  HISTORY     - Date     Condition        Report By
 GY1966  HISTORY     - 1952     MONUMENTED       CGS
 GY1966  HISTORY     - 1956     GOOD             NGS
 GY1966  HISTORY     - 19940610 MARK NOT FOUND   KYDT
 GY1966
 GY1966                          STATION DESCRIPTION
 GY1966
 GY1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY1966'1.8 MI SW FROM DARFORK.
 GY1966'ABOUT 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE
 GY1966'JUNCTION OF STATE HIGHWAY 15 AT DARFORK, THENCE ABOUT 0.15 MILE
 GY1966'EAST ACROSS NORTH FORK OF KENTUCKY RIVER TO EAST EDGE OF HAZARD
 GY1966'AIRPORT, ABOUT 150 YARDS NORTHEAST OF THE AIRPORT ADMINSTRATION
 GY1966'BUILDING, IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL
 GY1966'OF A 3-FOOT PIPE CULVERT WHICH EXTENDS EAST AND WEST ACROSS
 GY1966'FIELD, 12 FEET EAST OF THE THIRD BOUNDARY MARKER SOUTH FROM
 GY1966'THE NORTH END OF FIELD.
 GY1966
 GY1966                          STATION RECOVERY (1956)
 GY1966
 GY1966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1966'RECOVERED IN GOOD CONDITION.
 GY1966
 GY1966                          STATION RECOVERY (1994)
 GY1966
 GY1966'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 GY1966'BELIEVE DESTROYED DURING GRADING FOR NEW HIGH SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0731 ***********************************************************************
 GY0731  DESIGNATION -  M 297
 GY0731  PID         -  GY0731
 GY0731  STATE/COUNTY-  KY/PIKE
 GY0731  USGS QUAD   -  LICK CREEK (1978)
 GY0731
 GY0731                         *CURRENT SURVEY CONTROL
 GY0731  ___________________________________________________________________
 GY0731* NAD 83(1986)-  37 23 56.     (N)    082 18 14.     (W)     SCALED    
 GY0731* NAVD 88     -       247.060  (meters)     810.56   (feet)  ADJUSTED  
 GY0731  ___________________________________________________________________
 GY0731  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY0731  DYNAMIC HT  -         246.866 (meters)     809.93  (feet)  COMP
 GY0731  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 GY0731
 GY0731  VERT ORDER  -  SECOND    CLASS 0
 GY0731
 GY0731.The horizontal coordinates were scaled from a topographic map and have
 GY0731.an estimated accuracy of +/- 6 seconds.
 GY0731
 GY0731.The orthometric height was determined by differential leveling
 GY0731.and adjusted by the National Geodetic Survey in June 1991..
 GY0731
 GY0731.The geoid height was determined by GEOID03.
 GY0731
 GY0731.The dynamic height is computed by dividing the NAVD 88
 GY0731.geopotential number by the normal gravity value computed on the
 GY0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0731.degrees latitude (g = 980.6199 gals.).
 GY0731
 GY0731.The modeled gravity was interpolated from observed gravity values.
 GY0731
 GY0731;                    North         East    Units  Estimated Accuracy
 GY0731;SPC KY1Z     - 1,123,890.    1,805,050.      MT  (+/- 180 meters Scaled)
 GY0731
 GY0731                          SUPERSEDED SURVEY CONTROL
 GY0731
 GY0731  NGVD 29 (??/??/92)  247.260  (m)          811.22   (f) ADJ UNCH    2 0
 GY0731
 GY0731.Superseded values are not recommended for survey control.
 GY0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0731.See file dsdata.txt to determine how the superseded data were derived.
 GY0731
 GY0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB845399(NAD 83)
 GY0731_MARKER: DB = BENCH MARK DISK
 GY0731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0731_SP_SET: CULVERT
 GY0731_STAMPING: M 297 1952 811.219
 GY0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0731+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2002
 GY0731
 GY0731  HISTORY     - Date     Condition        Report By
 GY0731  HISTORY     - 1952     MONUMENTED       CGS
 GY0731  HISTORY     - 1956     GOOD             NGS
 GY0731  HISTORY     - 20020724 GOOD             KYDT
 GY0731
 GY0731                          STATION DESCRIPTION
 GY0731
 GY0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0731'0.2 MI S FROM LICK CREEK.
 GY0731'0.25 MILE SOUTH ALONG GRAVEL ROAD FROM THE POST OFFICE AT LICK
 GY0731'CREEK, 1.15 MILES SOUTHEAST OF THE CONFLUENCE OF LICK CREEK AND
 GY0731'LEVISA FORK OF BIG SANDY RIVER, SET IN THE TOP AND 2.5 FEET
 GY0731'NORTHWEST OF SOUTHEAST END OF NORTHEAST HEAD WALL OF A 5-FOOT
 GY0731'BOX CULVERT, 16 FEET NORTHEAST OF CENTER OF ROAD, 34 FEET SOUTH
 GY0731'SOUTHEAST OF SOUTH CORNER OF A BARN AND ABOUT 1 FOOT ABOVE LEVEL
 GY0731'OF ROAD.
 GY0731
 GY0731                          STATION RECOVERY (2002)
 GY0731
 GY0731'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0678 ***********************************************************************
 GY0678  DESIGNATION -  M 298
 GY0678  PID         -  GY0678
 GY0678  STATE/COUNTY-  KY/PIKE
 GY0678  USGS QUAD   -  LICK CREEK (1978)
 GY0678
 GY0678                         *CURRENT SURVEY CONTROL
 GY0678  ___________________________________________________________________
 GY0678* NAD 83(1986)-  37 29 14.     (N)    082 17 51.     (W)     SCALED    
 GY0678* NAVD 88     -       319.253  (meters)    1047.42   (feet)  ADJUSTED  
 GY0678  ___________________________________________________________________
 GY0678  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GY0678  DYNAMIC HT  -         319.003 (meters)    1046.60  (feet)  COMP
 GY0678  MODELED GRAV-     979,838.9   (mgal)                       NAVD 88
 GY0678
 GY0678  VERT ORDER  -  SECOND    CLASS 0
 GY0678
 GY0678.The horizontal coordinates were scaled from a topographic map and have
 GY0678.an estimated accuracy of +/- 6 seconds.
 GY0678
 GY0678.The orthometric height was determined by differential leveling
 GY0678.and adjusted by the National Geodetic Survey in June 1991..
 GY0678
 GY0678.The geoid height was determined by GEOID03.
 GY0678
 GY0678.The dynamic height is computed by dividing the NAVD 88
 GY0678.geopotential number by the normal gravity value computed on the
 GY0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0678.degrees latitude (g = 980.6199 gals.).
 GY0678
 GY0678.The modeled gravity was interpolated from observed gravity values.
 GY0678
 GY0678;                    North         East    Units  Estimated Accuracy
 GY0678;SPC KY1Z     - 1,133,710.    1,805,250.      MT  (+/- 180 meters Scaled)
 GY0678
 GY0678                          SUPERSEDED SURVEY CONTROL
 GY0678
 GY0678  NGVD 29 (??/??/92)  319.454  (m)         1048.08   (f) ADJ UNCH    2 0
 GY0678
 GY0678.Superseded values are not recommended for survey control.
 GY0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0678.See file dsdata.txt to determine how the superseded data were derived.
 GY0678
 GY0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB852497(NAD 83)
 GY0678_MARKER: DB = BENCH MARK DISK
 GY0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0678_SP_SET: CULVERT
 GY0678_STAMPING: M 298 1952 1048.075
 GY0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0678+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 GY0678
 GY0678  HISTORY     - Date     Condition        Report By
 GY0678  HISTORY     - 1952     MONUMENTED       CGS
 GY0678  HISTORY     - 1956     GOOD             NGS
 GY0678  HISTORY     - 20030416 GOOD             KYDT
 GY0678
 GY0678                          STATION DESCRIPTION
 GY0678
 GY0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0678'4 MI SE FROM KIMPER.
 GY0678'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 632 FROM THE HURRICANE
 GY0678'SCHOOL AT KIMPER, SET IN THE TOP OF THE WEST END OF THE NORTH
 GY0678'HEAD WALL OF AN 8-FOOT CONCRETE BOX CULVERT FOR BILL BRANCH,
 GY0678'25 FEET WEST OF THE CENTER OF A ROAD LEADING NORTH TO A
 GY0678'2-STORY FARM HOUSE, 13 FEET NORTH OF THE CENTER OF HIGHWAY,
 GY0678'9 FEET EAST OF SOUTHEAST CORNER OF SCHOOL BUS SHELTER HOUSE, AND
 GY0678'ABOUT LEVEL WITH HIGHWAY.
 GY0678
 GY0678                          STATION RECOVERY (2003)
 GY0678
 GY0678'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GY0678'MARK IS 1 FOOT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0751 ***********************************************************************
 GY0751  DESIGNATION -  M 299
 GY0751  PID         -  GY0751
 GY0751  STATE/COUNTY-  KY/PIKE
 GY0751  USGS QUAD   -  HELLIER (1978)
 GY0751
 GY0751                         *CURRENT SURVEY CONTROL
 GY0751  ___________________________________________________________________
 GY0751* NAD 83(1986)-  37 19 48.     (N)    082 26 27.     (W)     SCALED    
 GY0751* NAVD 88     -       256.071  (meters)     840.13   (feet)  ADJUSTED  
 GY0751  ___________________________________________________________________
 GY0751  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GY0751  DYNAMIC HT  -         255.870 (meters)     839.47  (feet)  COMP
 GY0751  MODELED GRAV-     979,839.6   (mgal)                       NAVD 88
 GY0751
 GY0751  VERT ORDER  -  SECOND    CLASS 0
 GY0751
 GY0751.The horizontal coordinates were scaled from a topographic map and have
 GY0751.an estimated accuracy of +/- 6 seconds.
 GY0751
 GY0751.The orthometric height was determined by differential leveling
 GY0751.and adjusted by the National Geodetic Survey in June 1991..
 GY0751
 GY0751.The geoid height was determined by GEOID03.
 GY0751
 GY0751.The dynamic height is computed by dividing the NAVD 88
 GY0751.geopotential number by the normal gravity value computed on the
 GY0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0751.degrees latitude (g = 980.6199 gals.).
 GY0751
 GY0751.The modeled gravity was interpolated from observed gravity values.
 GY0751
 GY0751;                    North         East    Units  Estimated Accuracy
 GY0751;SPC KY1Z     - 1,115,810.    1,793,200.      MT  (+/- 180 meters Scaled)
 GY0751
 GY0751                          SUPERSEDED SURVEY CONTROL
 GY0751
 GY0751  NGVD 29 (??/??/92)  256.267  (m)          840.77   (f) ADJ UNCH    2 0
 GY0751
 GY0751.Superseded values are not recommended for survey control.
 GY0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0751.See file dsdata.txt to determine how the superseded data were derived.
 GY0751
 GY0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB723324(NAD 83)
 GY0751_MARKER: DB = BENCH MARK DISK
 GY0751_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY0751_SP_SET: UNSPECIFIED ROCK
 GY0751_STAMPING: M 299 1952 840.769
 GY0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0751+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2002
 GY0751
 GY0751  HISTORY     - Date     Condition        Report By
 GY0751  HISTORY     - 1952     MONUMENTED       CGS
 GY0751  HISTORY     - 1956     GOOD             NGS
 GY0751  HISTORY     - 20020724 GOOD             KYDT
 GY0751
 GY0751                          STATION DESCRIPTION
 GY0751
 GY0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0751'2.4 MI NE FROM LOOKOUT.
 GY0751'2.45 MILES NORTHEAST ALONG STATE HIGHWAY 195 FROM THE SCHOOL
 GY0751'AT LOOKOUT, 0.6 MILE NORTHEAST OF POST OFFICE AT ROCKHOUSE, 151
 GY0751'FEET SOUTH SOUTHEAST AND ACROSS HIGHWAY AND CREEK FROM POWER POLE
 GY0751'NO. 194-150, 63 FEET NORTHEAST OF SOUTHWEST END OF ROCK CUT,
 GY0751'51 FEET SOUTH-SOUTHEAST AND ACROSS HIGHWAY FROM THE CENTER OF
 GY0751'A BRIDGE OVER MARROWBONE CREEK ON A DIRT ROAD NORTHWEST, 12 FEET
 GY0751'SOUTHWEST OF EXTENDED CENTER LINE OF ROAD NORTHWEST, 19 FEET
 GY0751'SOUTHEAST OF THE CENTER LINE OF HIGHWAY, ABOUT 3 FEET ABOVE LEVEL
 GY0751'OF HIGHWAY.
 GY0751
 GY0751                          STATION RECOVERY (2002)
 GY0751
 GY0751'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1576 ***********************************************************************
 GY1576  DESIGNATION -  M 300
 GY1576  PID         -  GY1576
 GY1576  STATE/COUNTY-  KY/FLOYD
 GY1576  USGS QUAD   -  LANCER (1992)
 GY1576
 GY1576                         *CURRENT SURVEY CONTROL
 GY1576  ___________________________________________________________________
 GY1576* NAD 83(1986)-  37 40 49.     (N)    082 38 54.     (W)     SCALED    
 GY1576* NAVD 88     -       203.409  (meters)     667.35   (feet)  ADJUSTED  
 GY1576  ___________________________________________________________________
 GY1576  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GY1576  DYNAMIC HT  -         203.257 (meters)     666.85  (feet)  COMP
 GY1576  MODELED GRAV-     979,877.9   (mgal)                       NAVD 88
 GY1576
 GY1576  VERT ORDER  -  SECOND    CLASS 0
 GY1576
 GY1576.The horizontal coordinates were scaled from a topographic map and have
 GY1576.an estimated accuracy of +/- 6 seconds.
 GY1576
 GY1576.The orthometric height was determined by differential leveling
 GY1576.and adjusted by the National Geodetic Survey in June 1991..
 GY1576
 GY1576.The geoid height was determined by GEOID03.
 GY1576
 GY1576.The dynamic height is computed by dividing the NAVD 88
 GY1576.geopotential number by the normal gravity value computed on the
 GY1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1576.degrees latitude (g = 980.6199 gals.).
 GY1576
 GY1576.The modeled gravity was interpolated from observed gravity values.
 GY1576
 GY1576;                    North         East    Units  Estimated Accuracy
 GY1576;SPC KY1Z     - 1,154,030.    1,773,530.      MT  (+/- 180 meters Scaled)
 GY1576
 GY1576                          SUPERSEDED SURVEY CONTROL
 GY1576
 GY1576  NGVD 29 (??/??/92)  203.614  (m)          668.02   (f) ADJ UNCH    2 0
 GY1576
 GY1576.Superseded values are not recommended for survey control.
 GY1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1576.See file dsdata.txt to determine how the superseded data were derived.
 GY1576
 GY1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB546716(NAD 83)
 GY1576_MARKER: DB = BENCH MARK DISK
 GY1576_SETTING: 66 = SET IN ROCK OUTCROP
 GY1576_SP_SET: ROCK LEDGE
 GY1576_STAMPING: M 300 1952 668.024
 GY1576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1576+STABILITY: POSITION/ELEVATION WELL
 GY1576
 GY1576  HISTORY     - Date     Condition        Report By
 GY1576  HISTORY     - 1952     MONUMENTED       CGS
 GY1576  HISTORY     - 1956     GOOD             NGS
 GY1576  HISTORY     - 20011106 MARK NOT FOUND   KYDT
 GY1576
 GY1576                          STATION DESCRIPTION
 GY1576
 GY1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1576'6.8 MI NE FROM ALVIN.
 GY1576'5.45 MILES NORTHEAST ALONG STATE HIGHWAY 1100 FROM THE JUNCTION
 GY1576'OF U.S. HIGHWAYS 23 AND 460 AT ALVIN, THENCE WEST DOWN HILL
 GY1576'SHARPLY ON REVERSE Y FORK ALONG BUFFALO CREEK, FOR 1.35 MILES ON
 GY1576'GRAVEL ROAD, ABOUT 0.5 MILE SOUTH OF A CONCRETE BRIDGE OVER JOHNS
 GY1576'CREEK ROAD NORTH TO BOY SCOUT CAMP AND CONFLUENCE OF JOHNS AND
 GY1576'BUFFALO CREEKS, ABOUT 300 YARDS NORTHWEST AND ACROSS BUFFALO
 GY1576'CREEK AND ROAD FROM STONE CHIMNEY IN MOUTH OF DRAW, 0.1 MILE
 GY1576'SOUTHWEST OF CURVE IN ROAD WITH TANGENTS EXTENDING SOUTHWEST AND
 GY1576'NORTH, 32 FEET SOUTH OF A SMALL ROCKY RAVINE, 16 FEET WEST OF
 GY1576'CENTER OF ROAD, SET IN THE TOP OF A SANDSTONE LEDGE PROJECTING
 GY1576'OUT OF THE FOOT OF A HILL, ABOUT 2.5 FEET ABOVE LEVEL OF ROAD,
 GY1576'MARK IS SUBJECT TO BE COVERED WITH EROSION FROM DIRT PART OF CUT.
 GY1576
 GY1576                          STATION RECOVERY (2001)
 GY1576
 GY1576'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1576'MARK PROBABLY HERE BUT SILTED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1717 ***********************************************************************
 GY1717  DESIGNATION -  M 301
 GY1717  PID         -  GY1717
 GY1717  STATE/COUNTY-  KY/JOHNSON
 GY1717  USGS QUAD   -  SITKA (1992)
 GY1717
 GY1717                         *CURRENT SURVEY CONTROL
 GY1717  ___________________________________________________________________
 GY1717* NAD 83(1986)-  37 52 35.     (N)    082 46 53.     (W)     SCALED    
 GY1717* NAVD 88     -       192.282  (meters)     630.85   (feet)  ADJUSTED  
 GY1717  ___________________________________________________________________
 GY1717  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GY1717  DYNAMIC HT  -         192.139 (meters)     630.38  (feet)  COMP
 GY1717  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 GY1717
 GY1717  VERT ORDER  -  SECOND    CLASS 0
 GY1717
 GY1717.The horizontal coordinates were scaled from a topographic map and have
 GY1717.an estimated accuracy of +/- 6 seconds.
 GY1717
 GY1717.The orthometric height was determined by differential leveling
 GY1717.and adjusted by the National Geodetic Survey in June 1991..
 GY1717
 GY1717.The geoid height was determined by GEOID03.
 GY1717
 GY1717.The dynamic height is computed by dividing the NAVD 88
 GY1717.geopotential number by the normal gravity value computed on the
 GY1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1717.degrees latitude (g = 980.6199 gals.).
 GY1717
 GY1717.The modeled gravity was interpolated from observed gravity values.
 GY1717
 GY1717;                    North         East    Units  Estimated Accuracy
 GY1717;SPC KY1Z     - 1,175,410.    1,761,110.      MT  (+/- 180 meters Scaled)
 GY1717
 GY1717                          SUPERSEDED SURVEY CONTROL
 GY1717
 GY1717  NGVD 29 (??/??/92)  192.485  (m)          631.51   (f) ADJ UNCH    2 0
 GY1717
 GY1717.Superseded values are not recommended for survey control.
 GY1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1717.See file dsdata.txt to determine how the superseded data were derived.
 GY1717
 GY1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB433935(NAD 83)
 GY1717_MARKER: DB = BENCH MARK DISK
 GY1717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1717_SP_SET: CULVERT
 GY1717_STAMPING: M 301 1952 631.511
 GY1717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1717+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1997
 GY1717
 GY1717  HISTORY     - Date     Condition        Report By
 GY1717  HISTORY     - 1952     MONUMENTED       CGS
 GY1717  HISTORY     - 1971     GOOD             NGS
 GY1717  HISTORY     - 19970616 GOOD             KYDT
 GY1717
 GY1717                          STATION DESCRIPTION
 GY1717
 GY1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GY1717'1 MI NE FROM NIPPA.
 GY1717'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  FROM THE
 GY1717'JUNCTION OF U.S. HIGHWAYS 460 AND 23 NORTHWEST OF PAINTSVILLE,
 GY1717'GO NORTH-NORTHEAST ON U.S. HIGHWAY 23 RE-LOCATED FOR 4.0 MILES TO
 GY1717'THE W. R. CASTLE MEMORIAL SCHOOL ON THE RIGHT.  HERE TURN LEFT
 GY1717'ON OLD U.S. HIGHWAY 23 AND GO NORTHERLY FOR 1.05 MILES TO THE
 GY1717'MARK ON THE LEFT, 73 FEET SOUTHEAST OF THE EAST CORNER OF A WHITE
 GY1717'FRAME HOUSE, 61 FEET NORTHEAST OF A TELEPHONE SERVICE POLE, 53
 GY1717'FEET NORTHWEST AND ACROSS OLD U.S. HIGHWAY 23 FROM TELEPHONE POLE
 GY1717'B 166, 25 FEET NORTHWEST OF THE APPROXIMATE CENTER OF OLD U.S.
 GY1717'HIGHWAY 23, AND 0.8 OF A FOOT NORTHEAST OF A METAL WITNESS POST
 GY1717'AND SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 GY1717'TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF AN 8-FOOT
 GY1717'CONCRETE CULVERT, AND THE DISK IS STAMPED M 301 1952 631.511.
 GY1717
 GY1717                          STATION RECOVERY (1997)
 GY1717
 GY1717'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1520 ***********************************************************************
 GY1520  DESIGNATION -  M 302
 GY1520  PID         -  GY1520
 GY1520  STATE/COUNTY-  KY/FLOYD
 GY1520  USGS QUAD   -  MARTIN (1992)
 GY1520
 GY1520                         *CURRENT SURVEY CONTROL
 GY1520  ___________________________________________________________________
 GY1520* NAD 83(1986)-  37 32 26.     (N)    082 46 47.     (W)     SCALED    
 GY1520* NAVD 88     -       203.770  (meters)     668.54   (feet)  ADJUSTED  
 GY1520  ___________________________________________________________________
 GY1520  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GY1520  DYNAMIC HT  -         203.612 (meters)     668.02  (feet)  COMP
 GY1520  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 GY1520
 GY1520  VERT ORDER  -  SECOND    CLASS 0
 GY1520
 GY1520.The horizontal coordinates were scaled from a topographic map and have
 GY1520.an estimated accuracy of +/- 6 seconds.
 GY1520
 GY1520.The orthometric height was determined by differential leveling
 GY1520.and adjusted by the National Geodetic Survey in June 1991..
 GY1520
 GY1520.The geoid height was determined by GEOID03.
 GY1520
 GY1520.The dynamic height is computed by dividing the NAVD 88
 GY1520.geopotential number by the normal gravity value computed on the
 GY1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1520.degrees latitude (g = 980.6199 gals.).
 GY1520
 GY1520.The modeled gravity was interpolated from observed gravity values.
 GY1520
 GY1520;                    North         East    Units  Estimated Accuracy
 GY1520;SPC KY1Z     - 1,138,160.    1,762,440.      MT  (+/- 180 meters Scaled)
 GY1520
 GY1520                          SUPERSEDED SURVEY CONTROL
 GY1520
 GY1520  NGVD 29 (??/??/92)  203.956  (m)          669.15   (f) ADJ UNCH    2 0
 GY1520
 GY1520.Superseded values are not recommended for survey control.
 GY1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1520.See file dsdata.txt to determine how the superseded data were derived.
 GY1520
 GY1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB427563(NAD 83)
 GY1520_MARKER: DB = BENCH MARK DISK
 GY1520_SETTING: 66 = SET IN ROCK OUTCROP
 GY1520_SP_SET: ROCK CUT
 GY1520_STAMPING: M 302 1952 669.146
 GY1520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1520+STABILITY: POSITION/ELEVATION WELL
 GY1520
 GY1520  HISTORY     - Date     Condition        Report By
 GY1520  HISTORY     - 1952     MONUMENTED       CGS
 GY1520  HISTORY     - 1956     GOOD             NGS
 GY1520
 GY1520                          STATION DESCRIPTION
 GY1520
 GY1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY1520'0.9 MI NE FROM MAYTOWN.
 GY1520'ABOUT 0.9 MILE NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GY1520'FROM THE STATION AT MAYTOWN, ABOUT 2.75 MILES SOUTHWEST OF THE
 GY1520'STATION AT MARTIN, ABOUT 0.3 MILE SOUTHWEST OF STATION SIGN
 GY1520'AT WARCO, SET VERTICALLY IN FACE OF A ROCK CUT, 11 1/2 FEET
 GY1520'NORTHWEST OF NORTHWEST RAIL, 337 FEET NORTHEAST OF A SWITCH
 GY1520'STAND WHICH IS AT NORTHEAST END OF A SIDING, 71 FEET NORTHEAST
 GY1520'OF SOUTHWEST END OF CUT, 41 FEET WEST AND ACROSS TRACK FROM
 GY1520'TELEPHONE POLE NO. E 24, AND ABOUT 2 FEET ABOVE LEVEL OF TRACK.
 GY1520
 GY1520                          STATION RECOVERY (1956)
 GY1520
 GY1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GY1520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1392 ***********************************************************************
 GY1392  DESIGNATION -  M 303
 GY1392  PID         -  GY1392
 GY1392  STATE/COUNTY-  KY/LAWRENCE
 GY1392  USGS QUAD   -  SITKA (1992)
 GY1392
 GY1392                         *CURRENT SURVEY CONTROL
 GY1392  ___________________________________________________________________
 GY1392* NAD 83(1986)-  37 59 13.     (N)    082 50 17.     (W)     SCALED    
 GY1392* NAVD 88     -       233.189  (meters)     765.05   (feet)  ADJUSTED  
 GY1392  ___________________________________________________________________
 GY1392  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 GY1392  DYNAMIC HT  -         233.019 (meters)     764.50  (feet)  COMP
 GY1392  MODELED GRAV-     979,895.9   (mgal)                       NAVD 88
 GY1392
 GY1392  VERT ORDER  -  SECOND    CLASS 0
 GY1392
 GY1392.The horizontal coordinates were scaled from a topographic map and have
 GY1392.an estimated accuracy of +/- 6 seconds.
 GY1392
 GY1392.The orthometric height was determined by differential leveling
 GY1392.and adjusted by the National Geodetic Survey in June 1991..
 GY1392
 GY1392.The geoid height was determined by GEOID03.
 GY1392
 GY1392.The dynamic height is computed by dividing the NAVD 88
 GY1392.geopotential number by the normal gravity value computed on the
 GY1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1392.degrees latitude (g = 980.6199 gals.).
 GY1392
 GY1392.The modeled gravity was interpolated from observed gravity values.
 GY1392
 GY1392;                    North         East    Units  Estimated Accuracy
 GY1392;SPC KY1Z     - 1,187,510.    1,755,740.      MT  (+/- 180 meters Scaled)
 GY1392
 GY1392                          SUPERSEDED SURVEY CONTROL
 GY1392
 GY1392  NGVD 29 (??/??/92)  233.39   (m)          765.7    (f) COMPUTED    2 0
 GY1392
 GY1392.Superseded values are not recommended for survey control.
 GY1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1392.See file dsdata.txt to determine how the superseded data were derived.
 GY1392
 GY1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC385059(NAD 83)
 GY1392_MARKER: DB = BENCH MARK DISK
 GY1392_SETTING: 66 = SET IN ROCK OUTCROP
 GY1392_SP_SET: ROCK OUTCROP
 GY1392_STAMPING: M 303 1952 765.714
 GY1392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1392+STABILITY: POSITION/ELEVATION WELL
 GY1392
 GY1392  HISTORY     - Date     Condition        Report By
 GY1392  HISTORY     - 1952     MONUMENTED       CGS
 GY1392  HISTORY     - 1955     GOOD             NGS
 GY1392
 GY1392                          STATION DESCRIPTION
 GY1392
 GY1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1392'3.8 MI S FROM BLAINE.
 GY1392'3.85 MILES SOUTH ALONG A GRAVEL AND DIRT ROAD FROM THE JUNCTION
 GY1392'OF STATE HIGHWAY 32 AND BANK AT BLAINE, 0.2 MILE NORTHEAST OF
 GY1392'JUNCTION OF DIRT ROAD WEST, 0.5 MILE NORTHEAST OF DIRT ROAD WEST,
 GY1392'83.5 FEET NORTHEAST OF NORTHEAST CORNER OF THE JOHN W. MOORE HOME,
 GY1392'25 FEET WEST OF THE CENTER OF THE ROAD, 21 FEET SOUTHWEST OF THE
 GY1392'WEST END OF A METAL PIPE CULVERT, IN THE TOP OF A FLAT SANDSTONE
 GY1392'OUTCROP, 1 FOOT EAST OF A FENCE LINE AND ABOUT 1.5 FEET ABOVE
 GY1392'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1393 ***********************************************************************
 GY1393  DESIGNATION -  M 303 RESET 1958
 GY1393  PID         -  GY1393
 GY1393  STATE/COUNTY-  KY/LAWRENCE
 GY1393  USGS QUAD   -  SITKA (1992)
 GY1393
 GY1393                         *CURRENT SURVEY CONTROL
 GY1393  ___________________________________________________________________
 GY1393* NAD 83(1986)-  37 59 13.     (N)    082 50 17.     (W)     SCALED    
 GY1393* NAVD 88     -       233.38   (meters)     765.7    (feet)  RESET     
 GY1393  ___________________________________________________________________
 GY1393  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 GY1393
 GY1393  VERT ORDER  -  THIRD
 GY1393
 GY1393.The horizontal coordinates were scaled from a topographic map and have
 GY1393.an estimated accuracy of +/- 6 seconds.
 GY1393
 GY1393.The orthometric height was computed from unverified reset data.
 GY1393.No vertical observational check was made to the station.
 GY1393
 GY1393.The geoid height was determined by GEOID03.
 GY1393
 GY1393;                    North         East    Units  Estimated Accuracy
 GY1393;SPC KY1Z     - 1,187,510.    1,755,740.      MT  (+/- 180 meters Scaled)
 GY1393
 GY1393                          SUPERSEDED SURVEY CONTROL
 GY1393
 GY1393  NGVD 29 (??/??/??)  233.41   (m)          765.8    (f) RESET       3  
 GY1393
 GY1393.Superseded values are not recommended for survey control.
 GY1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1393.See file dsdata.txt to determine how the superseded data were derived.
 GY1393
 GY1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC385059(NAD 83)
 GY1393_MARKER: DB = BENCH MARK DISK
 GY1393_SETTING: 66 = SET IN ROCK OUTCROP
 GY1393_SP_SET: ROCK OUTCROP
 GY1393_STAMPING: M 303 RESET 1958 765.778
 GY1393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1393+STABILITY: POSITION/ELEVATION WELL
 GY1393
 GY1393  HISTORY     - Date     Condition        Report By
 GY1393  HISTORY     - 1958     MONUMENTED       CGS
 GY1393  HISTORY     - 1958     GOOD             NGS
 GY1393
 GY1393                          STATION DESCRIPTION
 GY1393
 GY1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY1393'3.8 MI S FROM BLAINE.
 GY1393'3.85 MILES SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE
 GY1393'HIGHWAY 32 AND BANK AT BLAINE, 0.2 MILE NORTHEAST OF JUNCTION
 GY1393'OF DIRT ROAD WEST, 0.5 MILE NORTHEAST OF THE JUNCTION OF ANOTHER
 GY1393'DIRT ROAD WEST, ABOUT 250 FEET EAST NORTHEAST OF LONG NARROW
 GY1393'WHITE FARM HOUSE WITH PORCH EXTENDING THE FULL LENGTH OF EAST
 GY1393'FACE, ABOUT 144 FEET EAST OF THE CENTER OF NEW ROAD NOW UNDER
 GY1393'CONSTRUCTION, SET IN THE TOP OF THE NORTHWEST CORNER OF A
 GY1393'SANDSTONE OUT CROP ABOUT 35 FEET BY 16 FEET, ABOUT 1 FOOT BELOW
 GY1393'THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0958 ***********************************************************************
 HY0958  DESIGNATION -  M 304
 HY0958  PID         -  HY0958
 HY0958  STATE/COUNTY-  KY/LAWRENCE
 HY0958  USGS QUAD   -  ADAMS (1993)
 HY0958
 HY0958                         *CURRENT SURVEY CONTROL
 HY0958  ___________________________________________________________________
 HY0958* NAD 83(1986)-  38 01 31.     (N)    082 42 42.     (W)     SCALED    
 HY0958* NAVD 88     -       214.569  (meters)     703.97   (feet)  ADJUSTED  
 HY0958  ___________________________________________________________________
 HY0958  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HY0958  DYNAMIC HT  -         214.415 (meters)     703.46  (feet)  COMP
 HY0958  MODELED GRAV-     979,908.2   (mgal)                       NAVD 88
 HY0958
 HY0958  VERT ORDER  -  SECOND    CLASS 0
 HY0958
 HY0958.The horizontal coordinates were scaled from a topographic map and have
 HY0958.an estimated accuracy of +/- 6 seconds.
 HY0958
 HY0958.The orthometric height was determined by differential leveling
 HY0958.and adjusted by the National Geodetic Survey in June 1991..
 HY0958
 HY0958.The geoid height was determined by GEOID03.
 HY0958
 HY0958.The dynamic height is computed by dividing the NAVD 88
 HY0958.geopotential number by the normal gravity value computed on the
 HY0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0958.degrees latitude (g = 980.6199 gals.).
 HY0958
 HY0958.The modeled gravity was interpolated from observed gravity values.
 HY0958
 HY0958;                    North         East    Units  Estimated Accuracy
 HY0958;SPC KY1Z     - 1,192,120.    1,766,700.      MT  (+/- 180 meters Scaled)
 HY0958
 HY0958                          SUPERSEDED SURVEY CONTROL
 HY0958
 HY0958  NGVD 29 (??/??/92)  214.777  (m)          704.65   (f) ADJ UNCH    2 0
 HY0958
 HY0958.Superseded values are not recommended for survey control.
 HY0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0958.See file dsdata.txt to determine how the superseded data were derived.
 HY0958
 HY0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC497100(NAD 83)
 HY0958_MARKER: DB = BENCH MARK DISK
 HY0958_SETTING: 66 = SET IN ROCK OUTCROP
 HY0958_SP_SET: ROCK OUTCROP
 HY0958_STAMPING: M 304 1952 704.648
 HY0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0958+STABILITY: POSITION/ELEVATION WELL
 HY0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0958+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 HY0958
 HY0958  HISTORY     - Date     Condition        Report By
 HY0958  HISTORY     - 1952     MONUMENTED       CGS
 HY0958  HISTORY     - 1955     GOOD             NGS
 HY0958  HISTORY     - 19960729 GOOD             KYDT
 HY0958
 HY0958                          STATION DESCRIPTION
 HY0958
 HY0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0958'2.4 MI S FROM ADAMS.
 HY0958'2.4 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO CHARLEY FROM THE
 HY0958'JUNCTION OF STATE HIGHWAY 32 AND POST OFFICE AT ADAMS, 0.35 MILE
 HY0958'SOUTH OF THE JUNCTION OF ROAD WEST AT LEDOCIO, ABOUT 140 YARDS
 HY0958'SOUTH OF THE MARY EMLY FREEWILL BAPTIST CHURCH, 120 FEET SOUTH
 HY0958'SOUTHWEST ACROSS ROAD AND SMALL BRANCH FROM THE SOUTH CORNER OF
 HY0958'THE MARY CRUM HOME, 52 FEET SOUTHWEST AND ACROSS SMALL BRANCH
 HY0958'FROM CENTER OF ROAD, IN A SMALL HOG LOT, SET IN THE TOP OF A SMALL
 HY0958'SANDSTONE OUTCROP PROJECTING OUT OF THE SOUTHWEST BANK OF BRANCH,
 HY0958'5 FEET NORTHWEST OF A FENCE, 4 FEET ABOVE LEVEL OF ROAD.
 HY0958
 HY0958                          STATION RECOVERY (1996)
 HY0958
 HY0958'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 HY0958'MARK IS 27 FEET WEST-SOUTHWEST OF CENTERLINE OF GRAVEL DRIVE TO 1
 HY0958'STORY HOUSE, 23.9 FEET SOUTHWEST OF CENTER OF NORTHWEST END OF 36 INCH
 HY0958'METAL PIPE UNDER GRAVEL DRIVE TO HOUSE, 7.5 FEET NORTHEAST OF AND 6
 HY0958'FEET LOWER THAN A 24 INCH MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2185 ***********************************************************************
 GY2185  DESIGNATION -  M 305
 GY2185  PID         -  GY2185
 GY2185  STATE/COUNTY-  KY/KNOTT
 GY2185  USGS QUAD   -  VEST (1992)
 GY2185
 GY2185                         *CURRENT SURVEY CONTROL
 GY2185  ___________________________________________________________________
 GY2185* NAD 83(1986)-  37 23 39.     (N)    083 04 03.     (W)     SCALED    
 GY2185* NAVD 88     -       299.756  (meters)     983.45   (feet)  ADJUSTED  
 GY2185  ___________________________________________________________________
 GY2185  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GY2185  DYNAMIC HT  -         299.519 (meters)     982.67  (feet)  COMP
 GY2185  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 GY2185
 GY2185  VERT ORDER  -  SECOND    CLASS 0
 GY2185
 GY2185.The horizontal coordinates were scaled from a topographic map and have
 GY2185.an estimated accuracy of +/- 6 seconds.
 GY2185
 GY2185.The orthometric height was determined by differential leveling
 GY2185.and adjusted by the National Geodetic Survey in June 1991..
 GY2185
 GY2185.The geoid height was determined by GEOID03.
 GY2185
 GY2185.The dynamic height is computed by dividing the NAVD 88
 GY2185.geopotential number by the normal gravity value computed on the
 GY2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2185.degrees latitude (g = 980.6199 gals.).
 GY2185
 GY2185.The modeled gravity was interpolated from observed gravity values.
 GY2185
 GY2185;                    North         East    Units  Estimated Accuracy
 GY2185;SPC KY1Z     - 1,121,150.    1,737,490.      MT  (+/- 180 meters Scaled)
 GY2185
 GY2185                          SUPERSEDED SURVEY CONTROL
 GY2185
 GY2185  NGVD 29 (??/??/92)  299.917  (m)          983.98   (f) ADJ UNCH    2 0
 GY2185
 GY2185.Superseded values are not recommended for survey control.
 GY2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2185.See file dsdata.txt to determine how the superseded data were derived.
 GY2185
 GY2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB169406(NAD 83)
 GY2185_MARKER: DB = BENCH MARK DISK
 GY2185_SETTING: 66 = SET IN ROCK OUTCROP
 GY2185_SP_SET: ROCK
 GY2185_STAMPING: M 305 1952 983.978
 GY2185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2185+STABILITY: POSITION/ELEVATION WELL
 GY2185
 GY2185  HISTORY     - Date     Condition        Report By
 GY2185  HISTORY     - 1952     MONUMENTED       CGS
 GY2185  HISTORY     - 1956     POOR             NGS
 GY2185
 GY2185                          STATION DESCRIPTION
 GY2185
 GY2185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2185'8 MI E FROM ARY.
 GY2185'8.05 MILES EAST ALONG A ROAD FOLLOWING BALLS FORK FROM THE
 GY2185'JUNCTION OF STATE HIGHWAY 15 AND HIGHWAY BRIDGE OVER BALLS FORK AT
 GY2185'ARY, 0.2 MILE EAST OF THE CROSSING OF RATTLESNAKE BRANCH, ABOUT
 GY2185'80 YARDS EAST OF PUNCHEON CAMP SCHOOL, BETWEEN ROAD AND CREEK, SET
 GY2185'IN THE TOP OF THE SOUTHEAST CORNER OF A LARGE SLANTING OUTCROP
 GY2185'WHICH EXTENDS PARTLY UNDER ROAD, 9 FEET SOUTH OF THE CENTER OF
 GY2185'ROAD, 2 FEET WEST OF THE SOUTHEAST AND TOP CORNER AND ABOUT LEVEL
 GY2185'WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2244 ***********************************************************************
 GY2244  DESIGNATION -  M 306
 GY2244  PID         -  GY2244
 GY2244  STATE/COUNTY-  KY/KNOTT
 GY2244  USGS QUAD   -  CARRIE (1992)
 GY2244
 GY2244                         *CURRENT SURVEY CONTROL
 GY2244  ___________________________________________________________________
 GY2244* NAD 83(1986)-  37 15 57.     (N)    083 04 33.     (W)     SCALED    
 GY2244* NAVD 88     -       319.757  (meters)    1049.07   (feet)  ADJUSTED  
 GY2244  ___________________________________________________________________
 GY2244  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GY2244  DYNAMIC HT  -         319.501 (meters)    1048.23  (feet)  COMP
 GY2244  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GY2244
 GY2244  VERT ORDER  -  SECOND    CLASS 0
 GY2244
 GY2244.The horizontal coordinates were scaled from a topographic map and have
 GY2244.an estimated accuracy of +/- 6 seconds.
 GY2244
 GY2244.The orthometric height was determined by differential leveling
 GY2244.and adjusted by the National Geodetic Survey in June 1991..
 GY2244
 GY2244.The geoid height was determined by GEOID03.
 GY2244
 GY2244.The dynamic height is computed by dividing the NAVD 88
 GY2244.geopotential number by the normal gravity value computed on the
 GY2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2244.degrees latitude (g = 980.6199 gals.).
 GY2244
 GY2244.The modeled gravity was interpolated from observed gravity values.
 GY2244
 GY2244;                    North         East    Units  Estimated Accuracy
 GY2244;SPC KY1Z     - 1,106,890.    1,737,160.      MT  (+/- 180 meters Scaled)
 GY2244
 GY2244                          SUPERSEDED SURVEY CONTROL
 GY2244
 GY2244  NGVD 29 (??/??/92)  319.918  (m)         1049.60   (f) ADJ UNCH    2 0
 GY2244
 GY2244.Superseded values are not recommended for survey control.
 GY2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2244.See file dsdata.txt to determine how the superseded data were derived.
 GY2244
 GY2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB159263(NAD 83)
 GY2244_MARKER: DB = BENCH MARK DISK
 GY2244_SETTING: 66 = SET IN ROCK OUTCROP
 GY2244_SP_SET: ROCK
 GY2244_STAMPING: M 306 1952 1049.598
 GY2244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2244+STABILITY: POSITION/ELEVATION WELL
 GY2244
 GY2244  HISTORY     - Date     Condition        Report By
 GY2244  HISTORY     - 1952     MONUMENTED       CGS
 GY2244  HISTORY     - 1956     GOOD             NGS
 GY2244  HISTORY     - 19960610 MARK NOT FOUND   KYDT
 GY2244
 GY2244                          STATION DESCRIPTION
 GY2244
 GY2244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2244'5.9 MI NW FROM SASSAFRAS.
 GY2244'3.75 MILES NORTHWEST ALONG STATE HIGHWAY 354 FROM POST OFFICE
 GY2244'AND JUNCTION OF STATE HIGHWAY 15 AT SASSAFRAS, THENCE 1.55 MILES
 GY2244'NORTHWEST ALONG ROAD TO UPPER LOTTS CREEK SCHOOL, THENCE 0.6
 GY2244'MILE SOUTHWEST A ROAD FOLLOWING LOTTS CREEK, 47 YARDS SOUTHWEST
 GY2244'AND UPHILL FROM A FORD ACROSS A SMALL CREEK, 40 YARDS NORTHEAST
 GY2244'OF JUNCTION OF A ROAD SOUTHWEST TO A FARM, SET VERTICALLY NEAR
 GY2244'THE CENTER OF THE SOUTHEAST FACE OF A 5-FOOT HIGH AND 15-FOOT
 GY2244'LONG DARK BROWN WEATHERED ROCK, 6 FEET NORTHWEST OF CENTER OF ROAD
 GY2244'AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
 GY2244
 GY2244                          STATION RECOVERY (1996)
 GY2244
 GY2244'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2212 ***********************************************************************
 GY2212  DESIGNATION -  M 307
 GY2212  PID         -  GY2212
 GY2212  STATE/COUNTY-  KY/KNOTT
 GY2212  USGS QUAD   -  VEST (1992)
 GY2212
 GY2212                         *CURRENT SURVEY CONTROL
 GY2212  ___________________________________________________________________
 GY2212* NAD 83(1986)-  37 23 49.     (N)    083 00 18.     (W)     SCALED    
 GY2212* NAVD 88     -       318.177  (meters)    1043.89   (feet)  ADJUSTED  
 GY2212  ___________________________________________________________________
 GY2212  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GY2212  DYNAMIC HT  -         317.925 (meters)    1043.06  (feet)  COMP
 GY2212  MODELED GRAV-     979,827.6   (mgal)                       NAVD 88
 GY2212
 GY2212  VERT ORDER  -  SECOND    CLASS 0
 GY2212
 GY2212.The horizontal coordinates were scaled from a topographic map and have
 GY2212.an estimated accuracy of +/- 6 seconds.
 GY2212
 GY2212.The orthometric height was determined by differential leveling
 GY2212.and adjusted by the National Geodetic Survey in June 1991..
 GY2212
 GY2212.The geoid height was determined by GEOID03.
 GY2212
 GY2212.The dynamic height is computed by dividing the NAVD 88
 GY2212.geopotential number by the normal gravity value computed on the
 GY2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2212.degrees latitude (g = 980.6199 gals.).
 GY2212
 GY2212.The modeled gravity was interpolated from observed gravity values.
 GY2212
 GY2212;                    North         East    Units  Estimated Accuracy
 GY2212;SPC KY1Z     - 1,121,620.    1,743,010.      MT  (+/- 180 meters Scaled)
 GY2212
 GY2212                          SUPERSEDED SURVEY CONTROL
 GY2212
 GY2212  NGVD 29 (??/??/92)  318.338  (m)         1044.41   (f) ADJ UNCH    2 0
 GY2212
 GY2212.Superseded values are not recommended for survey control.
 GY2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2212.See file dsdata.txt to determine how the superseded data were derived.
 GY2212
 GY2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB225407(NAD 83)
 GY2212_MARKER: DB = BENCH MARK DISK
 GY2212_SETTING: 66 = SET IN ROCK OUTCROP
 GY2212_SP_SET: ROCK OUTCROP
 GY2212_STAMPING: M 307 1952 1044.414
 GY2212_MARK LOGO: CGS   
 GY2212_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY2212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2212+STABILITY: POSITION/ELEVATION WELL
 GY2212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2212+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997
 GY2212
 GY2212  HISTORY     - Date     Condition        Report By
 GY2212  HISTORY     - 1952     MONUMENTED       CGS
 GY2212  HISTORY     - 1956     GOOD             NGS
 GY2212  HISTORY     - 19900827 GOOD             USGS
 GY2212  HISTORY     - 19970211 GOOD             KYDT
 GY2212
 GY2212                          STATION DESCRIPTION
 GY2212
 GY2212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2212'AT VEST.
 GY2212'AT VEST, ABOUT 0.15 MILE NORTHEAST ALONG A ROAD FOLLOWING BALLS
 GY2212'FORK AND LEADING TO YELLOW MOUNTAIN FROM THE JUNCTION OF A
 GY2212'GRAVEL ROAD SOUTH, BETWEEN THE CREEK AND ROAD, SET IN THE TOP
 GY2212'AND 6.6 FEET WEST OF THE HIGHEST POINT OF A SLANTING OUTCROP
 GY2212'ABOUT 12 BY 12 FEET, 26 FEET NORTHWEST OF THE CENTER OF ROAD,
 GY2212'7 FEET NORTHWEST OF THE NORTHWEST SIDE OF A SMALL BUILDING USED
 GY2212'AS VOTING BOOTH, 2 FEET BELOW THE LEVEL OF ROAD.
 GY2212
 GY2212                          STATION RECOVERY (1990)
 GY2212
 GY2212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 GY2212'IN VEST, 0.10 MILE (0.16 KM) NORTHWEST ALONG STATE HIGHWAY 160 AT THE
 GY2212'JUNCTION OF STATE HIGHWAYS 160 AND 1087 AND 30 FEET (9.1 M) SOUTHEAST
 GY2212'OF CENTER OF CREEK, SET IN THE TOP AND 6.6 FEET (2.0 M) WEST OF THE
 GY2212'HIGHEST POINT OF A SLANTING OUTCROP OF ROCK ABOUT 12 BY 12 FEET
 GY2212'(3.7 M) UNDER A PAW PAW TREE.
 GY2212
 GY2212                          STATION RECOVERY (1997)
 GY2212
 GY2212'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 GY2212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2257 ***********************************************************************
 GY2257  DESIGNATION -  M 308
 GY2257  PID         -  GY2257
 GY2257  STATE/COUNTY-  KY/KNOTT
 GY2257  USGS QUAD   -  VEST (1992)
 GY2257
 GY2257                         *CURRENT SURVEY CONTROL
 GY2257  ___________________________________________________________________
 GY2257* NAD 83(1986)-  37 25 23.     (N)    083 02 36.     (W)     SCALED    
 GY2257* NAVD 88     -       414.115  (meters)    1358.64   (feet)  ADJUSTED  
 GY2257  ___________________________________________________________________
 GY2257  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GY2257  DYNAMIC HT  -         413.790 (meters)    1357.58  (feet)  COMP
 GY2257  MODELED GRAV-     979,833.1   (mgal)                       NAVD 88
 GY2257
 GY2257  VERT ORDER  -  SECOND    CLASS 0
 GY2257
 GY2257.The horizontal coordinates were scaled from a topographic map and have
 GY2257.an estimated accuracy of +/- 6 seconds.
 GY2257
 GY2257.The orthometric height was determined by differential leveling
 GY2257.and adjusted by the National Geodetic Survey in June 1991..
 GY2257
 GY2257.The geoid height was determined by GEOID03.
 GY2257
 GY2257.The dynamic height is computed by dividing the NAVD 88
 GY2257.geopotential number by the normal gravity value computed on the
 GY2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2257.degrees latitude (g = 980.6199 gals.).
 GY2257
 GY2257.The modeled gravity was interpolated from observed gravity values.
 GY2257
 GY2257;                    North         East    Units  Estimated Accuracy
 GY2257;SPC KY1Z     - 1,124,420.    1,739,540.      MT  (+/- 180 meters Scaled)
 GY2257
 GY2257                          SUPERSEDED SURVEY CONTROL
 GY2257
 GY2257  NGVD 29 (??/??/92)  414.28   (m)         1359.2    (f) COMPUTED    2 0
 GY2257
 GY2257.Superseded values are not recommended for survey control.
 GY2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2257.See file dsdata.txt to determine how the superseded data were derived.
 GY2257
 GY2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB191437(NAD 83)
 GY2257_MARKER: DB = BENCH MARK DISK
 GY2257_SETTING: 66 = SET IN ROCK OUTCROP
 GY2257_SP_SET: BOULDER
 GY2257_STAMPING: M 308 1952 1359.180
 GY2257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2257+STABILITY: POSITION/ELEVATION WELL
 GY2257
 GY2257  HISTORY     - Date     Condition        Report By
 GY2257  HISTORY     - 1952     MONUMENTED       CGS
 GY2257  HISTORY     - 1956     GOOD             NGS
 GY2257
 GY2257                          STATION DESCRIPTION
 GY2257
 GY2257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2257'2.6 MI SW FROM ELMROCK.
 GY2257'1.65 MILES SOUTH ALONG A ROAD FOLLOWING BAKER BRANCH FROM BAKER
 GY2257'SCHOOL AT ELMROCK, THENCE SOUTHWEST ALONG A NARROW JEEP ROAD
 GY2257'CROSSING YELLOW MOUNTAIN FOR 1.0 MILE, ABOUT 0.25 MILE NORTHEAST
 GY2257'OF THE TOP OF GRADE AND DOWNHILL, ABOUT 0.4 MILE SOUTHWEST AND
 GY2257'UPHILL FROM AN OLD BROKEN DOWN BRIDGE OVER SMALL WASH, 20 FEET
 GY2257'SOUTHEAST OF CENTER OF ROAD, IN THE TOP AND 2 FEET WEST OF THE
 GY2257'NORTHEAST CORNER OF A 9 BY 10-FOOT BOULDER, 1 FOOT SOUTH OF NORTH
 GY2257'EDGE OF BOULDER, AND ABOUT 3 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1278 ***********************************************************************
 GY1278  DESIGNATION -  M 309
 GY1278  PID         -  GY1278
 GY1278  STATE/COUNTY-  KY/FLOYD
 GY1278  USGS QUAD   -  HANDSHOE (1992)
 GY1278
 GY1278                         *CURRENT SURVEY CONTROL
 GY1278  ___________________________________________________________________
 GY1278* NAD 83(1986)-  37 29 15.     (N)    082 53 02.     (W)     SCALED    
 GY1278* NAVD 88     -       219.779  (meters)     721.06   (feet)  POSTED    
 GY1278  ___________________________________________________________________
 GY1278  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GY1278  DYNAMIC HT  -         219.610 (meters)     720.50  (feet)  COMP
 GY1278  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 GY1278
 GY1278  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GY1278
 GY1278.The horizontal coordinates were scaled from a topographic map and have
 GY1278.an estimated accuracy of +/- 6 seconds.
 GY1278
 GY1278.The orthometric height was determined by differential leveling
 GY1278.and adjusted by the National Geodetic Survey in 1992..
 GY1278.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GY1278.rate of 2.1 thru 3.0 mm/km.
 GY1278
 GY1278.The geoid height was determined by GEOID03.
 GY1278
 GY1278.The dynamic height is computed by dividing the NAVD 88
 GY1278.geopotential number by the normal gravity value computed on the
 GY1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1278.degrees latitude (g = 980.6199 gals.).
 GY1278
 GY1278.The modeled gravity was interpolated from observed gravity values.
 GY1278
 GY1278;                    North         East    Units  Estimated Accuracy
 GY1278;SPC KY1Z     - 1,131,990.    1,753,420.      MT  (+/- 180 meters Scaled)
 GY1278
 GY1278                          SUPERSEDED SURVEY CONTROL
 GY1278
 GY1278  NGVD 29 (??/??/92)  219.952  (m)          721.63   (f) ADJ UNCH    2 0
 GY1278
 GY1278.Superseded values are not recommended for survey control.
 GY1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1278.See file dsdata.txt to determine how the superseded data were derived.
 GY1278
 GY1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB334506(NAD 83)
 GY1278_MARKER: DB = BENCH MARK DISK
 GY1278_SETTING: 66 = SET IN ROCK OUTCROP
 GY1278_SP_SET: ROCK CUT
 GY1278_STAMPING: M 309 1952 2721.626
 GY1278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1278+STABILITY: POSITION/ELEVATION WELL
 GY1278
 GY1278  HISTORY     - Date     Condition        Report By
 GY1278  HISTORY     - 1952     MONUMENTED       CGS
 GY1278  HISTORY     - 1956     GOOD             NGS
 GY1278
 GY1278                          STATION DESCRIPTION
 GY1278
 GY1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1278'3.2 MI SW FROM HUEYSVILLE.
 GY1278'3.25 MILES WEST AND SOUTHWEST ALONG THE SALT LICK ROAD FROM THE
 GY1278'CROSSING OF THE CHESAPEAKE AND OHIO RAILROAD AT HUEYSVILLE
 GY1278'(BOSCO STATION), 0.55 MILE SOUTHWEST OF JUNCTION OF STATE HIGHWAY
 GY1278'7 LEADING NORTHWEST, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 GY1278'6 FOOT HIGH ROCK CUT, 30 FEET NORTHEAST OF THE SOUTHWEST END OF
 GY1278'CUT, 18 FEET NORTHWEST OF THE CENTER OF ROAD, 0.6 FOOT NORTHEAST
 GY1278'OF A VERTICAL DRILL MARK IN ROCK CUT, 4 FEET ABOVE LEVEL OF ROAD.
 GY1278'NOTE-- MARK IS ABOUT 2.1 MILES NORTHEAST ALONG ROAD FROM POST
 GY1278'OFFICE AT HANDSHOE, KNOTT COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1088 ***********************************************************************
 HZ1088  DESIGNATION -  M 31
 HZ1088  PID         -  HZ1088
 HZ1088  STATE/COUNTY-  KY/OLDHAM
 HZ1088  USGS QUAD   -  LA GRANGE (1993)
 HZ1088
 HZ1088                         *CURRENT SURVEY CONTROL
 HZ1088  ___________________________________________________________________
 HZ1088* NAD 83(1986)-  38 24 44.     (N)    085 22 49.     (W)     SCALED    
 HZ1088* NAVD 88     -       244.702  (meters)     802.83   (feet)  ADJUSTED  
 HZ1088  ___________________________________________________________________
 HZ1088  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ1088  DYNAMIC HT  -         244.538 (meters)     802.29  (feet)  COMP
 HZ1088  MODELED GRAV-     979,951.4   (mgal)                       NAVD 88
 HZ1088
 HZ1088  VERT ORDER  -  SECOND    CLASS 0
 HZ1088
 HZ1088.The horizontal coordinates were scaled from a topographic map and have
 HZ1088.an estimated accuracy of +/- 6 seconds.
 HZ1088
 HZ1088.The orthometric height was determined by differential leveling
 HZ1088.and adjusted by the National Geodetic Survey in June 1991..
 HZ1088
 HZ1088.The geoid height was determined by GEOID03.
 HZ1088
 HZ1088.The dynamic height is computed by dividing the NAVD 88
 HZ1088.geopotential number by the normal gravity value computed on the
 HZ1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1088.degrees latitude (g = 980.6199 gals.).
 HZ1088
 HZ1088.The modeled gravity was interpolated from observed gravity values.
 HZ1088
 HZ1088;                    North         East    Units  Estimated Accuracy
 HZ1088;SPC KY1Z     - 1,230,790.    1,532,290.      MT  (+/- 180 meters Scaled)
 HZ1088
 HZ1088                          SUPERSEDED SURVEY CONTROL
 HZ1088
 HZ1088  NGVD 29 (??/??/92)  244.865  (m)          803.36   (f) ADJ UNCH    2 0
 HZ1088
 HZ1088.Superseded values are not recommended for survey control.
 HZ1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1088.See file dsdata.txt to determine how the superseded data were derived.
 HZ1088
 HZ1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH414527(NAD 83)
 HZ1088_MARKER: DB = BENCH MARK DISK
 HZ1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1088_STAMPING: M 31 1934
 HZ1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1088+STABILITY: SURFACE MOTION
 HZ1088
 HZ1088  HISTORY     - Date     Condition        Report By
 HZ1088  HISTORY     - 1934     MONUMENTED       CGS
 HZ1088
 HZ1088                          STATION DESCRIPTION
 HZ1088
 HZ1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1088'AT LAGRANGE.
 HZ1088'AT LAGRANGE, OLDHAM COUNTY, ON STATE HIGHWAY 53, 0.3 MILE
 HZ1088'NORTH OF THE COUNTY COURTHOUSE, 20.5 FEET WEST OF THE
 HZ1088'CENTERLINE OF THE HIGHWAY, 14.7 FEET NORTH OF A TRIPLE-TRUNK
 HZ1088'LOCUST TREE, 5.7 FEET WEST OF A NORTH CITY-LIMIT SIGN, 1.7 FEET
 HZ1088'EAST OF A FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 HZ1088'STAMPED M 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0987 ***********************************************************************
 HY0987  DESIGNATION -  M 310
 HY0987  PID         -  HY0987
 HY0987  STATE/COUNTY-  KY/LAWRENCE
 HY0987  USGS QUAD   -  LOUISA (1993)
 HY0987
 HY0987                         *CURRENT SURVEY CONTROL
 HY0987  ___________________________________________________________________
 HY0987* NAD 83(1986)-  38 00 57.     (N)    082 31 30.     (W)     SCALED    
 HY0987* NAVD 88     -       181.713  (meters)     596.17   (feet)  ADJUSTED  
 HY0987  ___________________________________________________________________
 HY0987  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY0987  DYNAMIC HT  -         181.583 (meters)     595.74  (feet)  COMP
 HY0987  MODELED GRAV-     979,912.3   (mgal)                       NAVD 88
 HY0987
 HY0987  VERT ORDER  -  SECOND    CLASS 0
 HY0987
 HY0987.The horizontal coordinates were scaled from a topographic map and have
 HY0987.an estimated accuracy of +/- 6 seconds.
 HY0987
 HY0987.The orthometric height was determined by differential leveling
 HY0987.and adjusted by the National Geodetic Survey in June 1991..
 HY0987
 HY0987.The geoid height was determined by GEOID03.
 HY0987
 HY0987.The dynamic height is computed by dividing the NAVD 88
 HY0987.geopotential number by the normal gravity value computed on the
 HY0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0987.degrees latitude (g = 980.6199 gals.).
 HY0987
 HY0987.The modeled gravity was interpolated from observed gravity values.
 HY0987
 HY0987;                    North         East    Units  Estimated Accuracy
 HY0987;SPC KY1Z     - 1,191,620.    1,783,120.      MT  (+/- 180 meters Scaled)
 HY0987
 HY0987                          SUPERSEDED SURVEY CONTROL
 HY0987
 HY0987  NGVD 29 (??/??/92)  181.935  (m)          596.90   (f) ADJ UNCH    2 0
 HY0987
 HY0987.Superseded values are not recommended for survey control.
 HY0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0987.See file dsdata.txt to determine how the superseded data were derived.
 HY0987
 HY0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC661086(NAD 83)
 HY0987_MARKER: DB = BENCH MARK DISK
 HY0987_SETTING: 66 = SET IN ROCK OUTCROP
 HY0987_SP_SET: ROCK CUT
 HY0987_STAMPING: M 310 1952 596.898
 HY0987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0987+STABILITY: POSITION/ELEVATION WELL
 HY0987
 HY0987  HISTORY     - Date     Condition        Report By
 HY0987  HISTORY     - 1952     MONUMENTED       CGS
 HY0987  HISTORY     - 1955     GOOD             NGS
 HY0987  HISTORY     - 19960729 MARK NOT FOUND   KYDT
 HY0987
 HY0987                          STATION DESCRIPTION
 HY0987
 HY0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0987'1.3 MI N FROM CLIFFORD.
 HY0987'1.3 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT CLIFFORD,
 HY0987'1.05 MILES NORTH OF BRIDGE OVER ROCKCASTLE BRANCH, ON A GRADE
 HY0987'DESCENDING NORTH, 171 FEET SOUTH OF SOUTH END OF A PIPE CULVERT
 HY0987'WITH AN ANGLE HEAD WALL, 161 YARDS SOUTH OF CULVERT OVER PATRICK
 HY0987'BRANCH, 79 FEET NORTHWEST AND ACROSS HIGHWAY FROM POWER POLE
 HY0987'NO. 576-28, 20 FEET WEST OF THE CENTER LINE OF HIGHWAY, IN THE
 HY0987'TOP OF A SMALL SHELF IN A ROCK CUT, 3 FEET ABOVE THE LEVEL OF
 HY0987'HIGHWAY.  NOTE-- MARK IS ABOUT 0.15 MILE WEST AND AT RIGHT ANGLE
 HY0987'ACROSS THE HIGHWAY AND TUG FORK OF BIG SANDY RIVER FROM THE
 HY0987'NORTH AND TALLEST ONE OF TWO RAILROAD WATER TANKS ALONG THE
 HY0987'NORFOLK AND WESTERN RAILROAD AT GLENHAYES, WAYNE CO., W. VA.
 HY0987
 HY0987                          STATION RECOVERY (1996)
 HY0987
 HY0987'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 HY0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1666 ***********************************************************************
 GY1666  DESIGNATION -  M 311
 GY1666  PID         -  GY1666
 GY1666  STATE/COUNTY-  KY/MARTIN
 GY1666  USGS QUAD   -  INEZ (1992)
 GY1666
 GY1666                         *CURRENT SURVEY CONTROL
 GY1666  ___________________________________________________________________
 GY1666* NAD 83(1986)-  37 52 23.     (N)    082 35 26.     (W)     SCALED    
 GY1666* NAVD 88     -       201.692  (meters)     661.72   (feet)  ADJUSTED  
 GY1666  ___________________________________________________________________
 GY1666  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GY1666  DYNAMIC HT  -         201.545 (meters)     661.24  (feet)  COMP
 GY1666  MODELED GRAV-     979,894.7   (mgal)                       NAVD 88
 GY1666
 GY1666  VERT ORDER  -  SECOND    CLASS 0
 GY1666
 GY1666.The horizontal coordinates were scaled from a topographic map and have
 GY1666.an estimated accuracy of +/- 6 seconds.
 GY1666
 GY1666.The orthometric height was determined by differential leveling
 GY1666.and adjusted by the National Geodetic Survey in June 1991..
 GY1666
 GY1666.The geoid height was determined by GEOID03.
 GY1666
 GY1666.The dynamic height is computed by dividing the NAVD 88
 GY1666.geopotential number by the normal gravity value computed on the
 GY1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1666.degrees latitude (g = 980.6199 gals.).
 GY1666
 GY1666.The modeled gravity was interpolated from observed gravity values.
 GY1666
 GY1666;                    North         East    Units  Estimated Accuracy
 GY1666;SPC KY1Z     - 1,175,590.    1,777,900.      MT  (+/- 180 meters Scaled)
 GY1666
 GY1666                          SUPERSEDED SURVEY CONTROL
 GY1666
 GY1666  NGVD 29 (??/??/92)  201.906  (m)          662.42   (f) ADJ UNCH    2 0
 GY1666
 GY1666.Superseded values are not recommended for survey control.
 GY1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1666.See file dsdata.txt to determine how the superseded data were derived.
 GY1666
 GY1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB601929(NAD 83)
 GY1666_MARKER: DB = BENCH MARK DISK
 GY1666_SETTING: 66 = SET IN ROCK OUTCROP
 GY1666_SP_SET: ROCK OUTCROP
 GY1666_STAMPING: M 311 1952 662.420
 GY1666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1666+STABILITY: POSITION/ELEVATION WELL
 GY1666
 GY1666  HISTORY     - Date     Condition        Report By
 GY1666  HISTORY     - 1952     MONUMENTED       CGS
 GY1666  HISTORY     - 1955     GOOD             NGS
 GY1666  HISTORY     - 20011227 MARK NOT FOUND   KYDT
 GY1666
 GY1666                          STATION DESCRIPTION
 GY1666
 GY1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GY1666'0.6 MI E FROM TOMAHAWK.
 GY1666'0.6 MILE EAST ALONG STATE HIGHWAY 40 FROM THE SCHOOL AT TOMAHAWK,
 GY1666'ABOUT 120 YARDS NORTHEAST OF THE HOME OF SAM PORTER 250 FEET
 GY1666'SOUTHWEST OF THE CENTER OF JUNCTION OF HIGHWAY AND DRIVEWAY EAST
 GY1666'TO A TWO STORY HOUSE PARTLY CONCRETE BLOCK, 171 FEET SOUTHWEST
 GY1666'OF THE SOUTHWEST END OF NORTHWEST HEAD WALL OF A 24-INCH PIPE
 GY1666'CULVERT, 39 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, IN
 GY1666'THE TOP OF OUTCROP OF ROCK ABOUT 6 BY 9 FEET WHICH IS IN THE
 GY1666'SOUTHEAST SIDE OF A HILL SIDE APPLE ORCHARD, 3 FEET SOUTHEAST OF
 GY1666'THE FOURTH TREE SOUTHWEST OF EAST CORNER OF ORCHARD, ABOUT 3.5
 GY1666'FEET ABOVE THE LEVEL OF ROAD.
 GY1666
 GY1666                          STATION RECOVERY (2001)
 GY1666
 GY1666'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0446 ***********************************************************************
 GY0446  DESIGNATION -  M 313
 GY0446  PID         -  GY0446
 GY0446  STATE/COUNTY-  KY/MARTIN
 GY0446  USGS QUAD   -  KERMIT (1992)
 GY0446
 GY0446                         *CURRENT SURVEY CONTROL
 GY0446  ___________________________________________________________________
 GY0446* NAD 83(1986)-  37 45 24.     (N)    082 29 43.     (W)     SCALED    
 GY0446* NAVD 88     -       196.492  (meters)     644.66   (feet)  ADJUSTED  
 GY0446  ___________________________________________________________________
 GY0446  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GY0446  DYNAMIC HT  -         196.348 (meters)     644.19  (feet)  COMP
 GY0446  MODELED GRAV-     979,892.5   (mgal)                       NAVD 88
 GY0446
 GY0446  VERT ORDER  -  SECOND    CLASS 0
 GY0446
 GY0446.The horizontal coordinates were scaled from a topographic map and have
 GY0446.an estimated accuracy of +/- 6 seconds.
 GY0446
 GY0446.The orthometric height was determined by differential leveling
 GY0446.and adjusted by the National Geodetic Survey in June 1991..
 GY0446
 GY0446.The geoid height was determined by GEOID03.
 GY0446
 GY0446.The dynamic height is computed by dividing the NAVD 88
 GY0446.geopotential number by the normal gravity value computed on the
 GY0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0446.degrees latitude (g = 980.6199 gals.).
 GY0446
 GY0446.The modeled gravity was interpolated from observed gravity values.
 GY0446
 GY0446;                    North         East    Units  Estimated Accuracy
 GY0446;SPC KY1Z     - 1,162,970.    1,786,730.      MT  (+/- 180 meters Scaled)
 GY0446
 GY0446                          SUPERSEDED SURVEY CONTROL
 GY0446
 GY0446  NGVD 29 (??/??/92)  196.708  (m)          645.37   (f) ADJ UNCH    2 0
 GY0446
 GY0446.Superseded values are not recommended for survey control.
 GY0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0446.See file dsdata.txt to determine how the superseded data were derived.
 GY0446
 GY0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB682798(NAD 83)
 GY0446_MARKER: DB = BENCH MARK DISK
 GY0446_SETTING: 66 = SET IN ROCK OUTCROP
 GY0446_SP_SET: SANDSTONE OUTCROP
 GY0446_STAMPING: M 313 1952 645.366
 GY0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0446+STABILITY: POSITION/ELEVATION WELL
 GY0446
 GY0446  HISTORY     - Date     Condition        Report By
 GY0446  HISTORY     - 1952     MONUMENTED       CGS
 GY0446  HISTORY     - 1956     GOOD             NGS
 GY0446
 GY0446                          STATION DESCRIPTION
 GY0446
 GY0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0446'2.1 MI SW FROM MC CLURE.
 GY0446'2.1 MILES SOUTHWEST OF THE SCHOOL AT MC CLURE ALONG A DIRT
 GY0446'ROAD FOLLOWING WOLF CREEK, 0.6 MILE SOUTHWEST OF BRIDGE OVER
 GY0446'WOLF CREEK, 0.5 MILE NORTHEAST OF THE JUNCTION OF A DIRT ROAD
 GY0446'SOUTH, 252 FEET SOUTHEAST OF CENTER OF JUNCTION OF ROAD WEST,
 GY0446'52 FEET SOUTH OF THE CENTER OF THE ROAD WEST, 27 FEET SOUTHWEST
 GY0446'OF THE CENTER OF ROAD, 18 FEET NORTHEAST OF THE CENTER OF WOLF
 GY0446'CREEK, SET IN THE TOP OF A SANDSTONE OUTCROP ON THE EDGE OF
 GY0446'CREEK, 3 FEET NORTHWEST OF THE WEST CORNER OF A BOULDER LOCALLY
 GY0446'KNOWN AS BARE ROCK, ABOUT 10 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0472 ***********************************************************************
 GY0472  DESIGNATION -  M 314
 GY0472  PID         -  GY0472
 GY0472  STATE/COUNTY-  KY/MARTIN
 GY0472  USGS QUAD   -  VARNEY (1992)
 GY0472
 GY0472                         *CURRENT SURVEY CONTROL
 GY0472  ___________________________________________________________________
 GY0472* NAD 83(1986)-  37 43 09.     (N)    082 24 59.     (W)     SCALED    
 GY0472* NAVD 88     -       253.254  (meters)     830.88   (feet)  ADJUSTED  
 GY0472  ___________________________________________________________________
 GY0472  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GY0472  DYNAMIC HT  -         253.067 (meters)     830.27  (feet)  COMP
 GY0472  MODELED GRAV-     979,888.3   (mgal)                       NAVD 88
 GY0472
 GY0472  VERT ORDER  -  SECOND    CLASS 0
 GY0472
 GY0472.The horizontal coordinates were scaled from a topographic map and have
 GY0472.an estimated accuracy of +/- 6 seconds.
 GY0472
 GY0472.The orthometric height was determined by differential leveling
 GY0472.and adjusted by the National Geodetic Survey in June 1991..
 GY0472
 GY0472.The geoid height was determined by GEOID03.
 GY0472
 GY0472.The dynamic height is computed by dividing the NAVD 88
 GY0472.geopotential number by the normal gravity value computed on the
 GY0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0472.degrees latitude (g = 980.6199 gals.).
 GY0472
 GY0472.The modeled gravity was interpolated from observed gravity values.
 GY0472
 GY0472;                    North         East    Units  Estimated Accuracy
 GY0472;SPC KY1Z     - 1,159,050.    1,793,820.      MT  (+/- 180 meters Scaled)
 GY0472
 GY0472                          SUPERSEDED SURVEY CONTROL
 GY0472
 GY0472  NGVD 29 (??/??/92)  253.476  (m)          831.61   (f) ADJ UNCH    2 0
 GY0472
 GY0472.Superseded values are not recommended for survey control.
 GY0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0472.See file dsdata.txt to determine how the superseded data were derived.
 GY0472
 GY0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB751756(NAD 83)
 GY0472_MARKER: DB = BENCH MARK DISK
 GY0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0472_STAMPING: M 314 1952 831.613
 GY0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0472+STABILITY: SURFACE MOTION
 GY0472
 GY0472  HISTORY     - Date     Condition        Report By
 GY0472  HISTORY     - 1952     MONUMENTED       CGS
 GY0472  HISTORY     - 1956     GOOD             NGS
 GY0472
 GY0472                          STATION DESCRIPTION
 GY0472
 GY0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0472'2 MI E FROM LAURA.
 GY0472'2.0 MILES SOUTHEAST AND EAST ALONG A DIRT ROAD FOLLOWING CANEY
 GY0472'FORK FROM THE CHURCH OF BRETHERN AT LAURA, AT HEAD OF CANEY FORK
 GY0472'SCHOOL, 52 FEET WEST NORTHWEST OF THE SOUTH CORNER OF AN UNPAINTED
 GY0472'HOUSE, 50 FEET SOUTH AND ACROSS ROAD FROM SOUTHWEST CORNER OF
 GY0472'STONE WELL CURB, 41 FEET SOUTH SOUTHWEST AND ACROSS ROAD FROM THE
 GY0472'SOUTHWEST CORNER OF SCHOOL BUILDING, 20 FEET SOUTH OF CENTER OF
 GY0472'ROAD, 6 FEET SOUTHWEST OF A 10-INCH POPLAR TREE, 2 FEET NORTH OF
 GY0472'WHITE WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY0472'1 INCH, AND 2 FEET BELOW LEVEL OF ROAD.  THIS MARK IS SUBJECT TO
 GY0472'GET COVER FROM EROSION FROM HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0663 ***********************************************************************
 GY0663  DESIGNATION -  M 315
 GY0663  PID         -  GY0663
 GY0663  STATE/COUNTY-  KY/PIKE
 GY0663  USGS QUAD   -  LICK CREEK (1978)
 GY0663
 GY0663                         *CURRENT SURVEY CONTROL
 GY0663  ___________________________________________________________________
 GY0663* NAD 83(1986)-  37 24 51.     (N)    082 15 26.     (W)     SCALED    
 GY0663* NAVD 88     -       245.224  (meters)     804.54   (feet)  ADJUSTED  
 GY0663  ___________________________________________________________________
 GY0663  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GY0663  DYNAMIC HT  -         245.032 (meters)     803.91  (feet)  COMP
 GY0663  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 GY0663
 GY0663  VERT ORDER  -  SECOND    CLASS 0
 GY0663
 GY0663.The horizontal coordinates were scaled from a topographic map and have
 GY0663.an estimated accuracy of +/- 6 seconds.
 GY0663
 GY0663.The orthometric height was determined by differential leveling
 GY0663.and adjusted by the National Geodetic Survey in June 1991..
 GY0663
 GY0663.The geoid height was determined by GEOID03.
 GY0663
 GY0663.The dynamic height is computed by dividing the NAVD 88
 GY0663.geopotential number by the normal gravity value computed on the
 GY0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0663.degrees latitude (g = 980.6199 gals.).
 GY0663
 GY0663.The modeled gravity was interpolated from observed gravity values.
 GY0663
 GY0663;                    North         East    Units  Estimated Accuracy
 GY0663;SPC KY1Z     - 1,125,740.    1,809,110.      MT  (+/- 180 meters Scaled)
 GY0663
 GY0663                          SUPERSEDED SURVEY CONTROL
 GY0663
 GY0663  NGVD 29 (??/??/92)  245.426  (m)          805.20   (f) ADJ UNCH    2 0
 GY0663
 GY0663.Superseded values are not recommended for survey control.
 GY0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0663.See file dsdata.txt to determine how the superseded data were derived.
 GY0663
 GY0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB887415(NAD 83)
 GY0663_MARKER: DB = BENCH MARK DISK
 GY0663_SETTING: 66 = SET IN ROCK OUTCROP
 GY0663_SP_SET: ROCK CUT
 GY0663_STAMPING: M 315 1952 805.202
 GY0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0663+STABILITY: POSITION/ELEVATION WELL
 GY0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0663+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 GY0663
 GY0663  HISTORY     - Date     Condition        Report By
 GY0663  HISTORY     - 1952     MONUMENTED       CGS
 GY0663  HISTORY     - 1956     GOOD             NGS
 GY0663  HISTORY     - 20020723 GOOD             KYDT
 GY0663
 GY0663                          STATION DESCRIPTION
 GY0663
 GY0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0663'1 MI SE FROM BIGGS.
 GY0663'0.95 MILE SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GY0663'AT BIGGS, SET VERTICALLY IN THE EAST FACE OF A ROCK CUT, 21
 GY0663'FEET WEST OF THE CENTER LINE OF HIGHWAY, 189 FEET SOUTH OF
 GY0663'EXTENDED CENTER LINE OF A FOOT BRIDGE EAST ACROSS LEVISA FORK
 GY0663'OF BIG SANDY RIVER TO CAMP EVANGEL, 127 FEET NORTH OF SOUTH
 GY0663'END OF ROCK CUT, 25 FEET NORTH OF NORTH END OF WEST HEAD WALL
 GY0663'OF AN 18-INCH PIPE CULVERT, ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 GY0663
 GY0663                          STATION RECOVERY (2002)
 GY0663
 GY0663'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0663'U.S. HIGHWAY 460 MENTIONED IN PREVIOUS RECOVERY NOW KY 1499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1134 ***********************************************************************
 GY1134  DESIGNATION -  M 316
 GY1134  PID         -  GY1134
 GY1134  STATE/COUNTY-  KY/PIKE
 GY1134  USGS QUAD   -  DORTON (1992)
 GY1134
 GY1134                         *CURRENT SURVEY CONTROL
 GY1134  ___________________________________________________________________
 GY1134* NAD 83(1986)-  37 22 12.     (N)    082 35 41.     (W)     SCALED    
 GY1134* NAVD 88     -       284.661  (meters)     933.93   (feet)  ADJUSTED  
 GY1134  ___________________________________________________________________
 GY1134  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GY1134  DYNAMIC HT  -         284.437 (meters)     933.19  (feet)  COMP
 GY1134  MODELED GRAV-     979,835.2   (mgal)                       NAVD 88
 GY1134
 GY1134  VERT ORDER  -  SECOND    CLASS 0
 GY1134
 GY1134.The horizontal coordinates were scaled from a topographic map and have
 GY1134.an estimated accuracy of +/- 6 seconds.
 GY1134
 GY1134.The orthometric height was determined by differential leveling
 GY1134.and adjusted by the National Geodetic Survey in June 1991..
 GY1134
 GY1134.The geoid height was determined by GEOID03.
 GY1134
 GY1134.The dynamic height is computed by dividing the NAVD 88
 GY1134.geopotential number by the normal gravity value computed on the
 GY1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1134.degrees latitude (g = 980.6199 gals.).
 GY1134
 GY1134.The modeled gravity was interpolated from observed gravity values.
 GY1134
 GY1134;                    North         East    Units  Estimated Accuracy
 GY1134;SPC KY1Z     - 1,119,780.    1,779,420.      MT  (+/- 180 meters Scaled)
 GY1134
 GY1134                          SUPERSEDED SURVEY CONTROL
 GY1134
 GY1134  NGVD 29 (??/??/92)  284.848  (m)          934.54   (f) ADJ UNCH    2 0
 GY1134
 GY1134.Superseded values are not recommended for survey control.
 GY1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1134.See file dsdata.txt to determine how the superseded data were derived.
 GY1134
 GY1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB587371(NAD 83)
 GY1134_MARKER: DB = BENCH MARK DISK
 GY1134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1134_SP_SET: CULVERT
 GY1134_STAMPING: M 316 1953 934.539
 GY1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1134
 GY1134  HISTORY     - Date     Condition        Report By
 GY1134  HISTORY     - 1953     MONUMENTED       CGS
 GY1134  HISTORY     - 1956     GOOD             NGS
 GY1134
 GY1134                          STATION DESCRIPTION
 GY1134
 GY1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1134'3.6 MI NW FROM VIRGIE.
 GY1134'2.85 MILES NORTHWEST AND NORTH ALONG U.S. HIGHWAY 23 FROM HIGH
 GY1134'SCHOOL AT VIRGIE, THENCE 0.75 MILE WEST ALONG A ROAD FOLLOWING
 GY1134'ROBINSON CREEK, 0.45 MILE EAST OF LITTLE FORK SCHOOL AND
 GY1134'CONFLUENCE OF LITTLE FORK AND ROBINSON CREEK, SET IN THE TOP
 GY1134'AND 4.5 FEET EAST OF THE WEST END OF THE NORTH HEAD WALL OF A
 GY1134'4-FOOT CONCRETE AND STONE BOX CULVERT, 11 FEET NORTH OF CENTER
 GY1134'OF ROAD, 15 FEET EAST SOUTHEAST OF POWER POLE WITH
 GY1134'TRANSFORMER NO. 186-11, ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1297 ***********************************************************************
 GY1297  DESIGNATION -  M 317
 GY1297  PID         -  GY1297
 GY1297  STATE/COUNTY-  KY/PIKE
 GY1297  USGS QUAD   -  JENKINS EAST (1992)
 GY1297
 GY1297                         *CURRENT SURVEY CONTROL
 GY1297  ___________________________________________________________________
 GY1297* NAD 83(1986)-  37 14 21.     (N)    082 30 59.     (W)     SCALED    
 GY1297* NAVD 88     -       377.969  (meters)    1240.05   (feet)  ADJUSTED  
 GY1297  ___________________________________________________________________
 GY1297  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GY1297  DYNAMIC HT  -         377.657 (meters)    1239.03  (feet)  COMP
 GY1297  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 GY1297
 GY1297  VERT ORDER  -  SECOND    CLASS 0
 GY1297
 GY1297.The horizontal coordinates were scaled from a topographic map and have
 GY1297.an estimated accuracy of +/- 6 seconds.
 GY1297
 GY1297.The orthometric height was determined by differential leveling
 GY1297.and adjusted by the National Geodetic Survey in June 1991..
 GY1297
 GY1297.The geoid height was determined by GEOID03.
 GY1297
 GY1297.The dynamic height is computed by dividing the NAVD 88
 GY1297.geopotential number by the normal gravity value computed on the
 GY1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1297.degrees latitude (g = 980.6199 gals.).
 GY1297
 GY1297.The modeled gravity was interpolated from observed gravity values.
 GY1297
 GY1297;                    North         East    Units  Estimated Accuracy
 GY1297;SPC KY1Z     - 1,105,500.    1,786,860.      MT  (+/- 180 meters Scaled)
 GY1297
 GY1297                          SUPERSEDED SURVEY CONTROL
 GY1297
 GY1297  NGVD 29 (??/??/92)  378.136  (m)         1240.60   (f) ADJ UNCH    2 0
 GY1297
 GY1297.Superseded values are not recommended for survey control.
 GY1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1297.See file dsdata.txt to determine how the superseded data were derived.
 GY1297
 GY1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB654224(NAD 83)
 GY1297_MARKER: DB = BENCH MARK DISK
 GY1297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1297_SP_SET: CULVERT
 GY1297_STAMPING: M 317 1952 1240.601
 GY1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1297
 GY1297  HISTORY     - Date     Condition        Report By
 GY1297  HISTORY     - 1952     MONUMENTED       CGS
 GY1297  HISTORY     - 1956     GOOD             NGS
 GY1297
 GY1297                          STATION DESCRIPTION
 GY1297
 GY1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1297'4.3 MI NE FROM SHELBY GAP.
 GY1297'4.3 MILES NORTHEAST ALONG STATE HIGHWAY 197 FROM THE JUNCTION
 GY1297'OF U.S. HIGHWAYS 23 AND 119 AT SHELBY GAP, 0.45 MILE EAST OF
 GY1297'HILTON SCHOOL, 24 FEET EAST OF CENTER OF DIRT ROAD NORTH, 17 FEET
 GY1297'NORTH OF THE CENTER LINE OF HIGHWAY, SET IN THE TOP OF THE WEST
 GY1297'END OF NORTH HEAD WALL OF A 16-FOOT CONCRETE BOX CULVERT OVER
 GY1297'PIGEON BRANCH, ABOUT 1 FOOT BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1059 ***********************************************************************
 GY1059  DESIGNATION -  M 318
 GY1059  PID         -  GY1059
 GY1059  STATE/COUNTY-  KY/FLOYD
 GY1059  USGS QUAD   -  WAYLAND (1992)
 GY1059
 GY1059                         *CURRENT SURVEY CONTROL
 GY1059  ___________________________________________________________________
 GY1059* NAD 83(1986)-  37 28 13.     (N)    082 45 16.     (W)     SCALED    
 GY1059* NAVD 88     -       209.404  (meters)     687.02   (feet)  ADJUSTED  
 GY1059  ___________________________________________________________________
 GY1059  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GY1059  DYNAMIC HT  -         209.240 (meters)     686.48  (feet)  COMP
 GY1059  MODELED GRAV-     979,845.0   (mgal)                       NAVD 88
 GY1059
 GY1059  VERT ORDER  -  SECOND    CLASS 0
 GY1059
 GY1059.The horizontal coordinates were scaled from a topographic map and have
 GY1059.an estimated accuracy of +/- 6 seconds.
 GY1059
 GY1059.The orthometric height was determined by differential leveling
 GY1059.and adjusted by the National Geodetic Survey in June 1991..
 GY1059
 GY1059.The geoid height was determined by GEOID03.
 GY1059
 GY1059.The dynamic height is computed by dividing the NAVD 88
 GY1059.geopotential number by the normal gravity value computed on the
 GY1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1059.degrees latitude (g = 980.6199 gals.).
 GY1059
 GY1059.The modeled gravity was interpolated from observed gravity values.
 GY1059
 GY1059;                    North         East    Units  Estimated Accuracy
 GY1059;SPC KY1Z     - 1,130,430.    1,764,920.      MT  (+/- 180 meters Scaled)
 GY1059
 GY1059                          SUPERSEDED SURVEY CONTROL
 GY1059
 GY1059  NGVD 29 (??/??/92)  209.586  (m)          687.62   (f) ADJ UNCH    2 0
 GY1059
 GY1059.Superseded values are not recommended for survey control.
 GY1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1059.See file dsdata.txt to determine how the superseded data were derived.
 GY1059
 GY1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB448484(NAD 83)
 GY1059_MARKER: DB = BENCH MARK DISK
 GY1059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1059_SP_SET: CULVERT
 GY1059_STAMPING: M 318 1952 687.617
 GY1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1059+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2004
 GY1059
 GY1059  HISTORY     - Date     Condition        Report By
 GY1059  HISTORY     - 1952     MONUMENTED       CGS
 GY1059  HISTORY     - 1956     GOOD             NGS
 GY1059  HISTORY     - 1980     GOOD             DOD
 GY1059  HISTORY     - 19980205 GOOD             WOOLPT
 GY1059  HISTORY     - 20040331 GOOD             KYDT
 GY1059
 GY1059                          STATION DESCRIPTION
 GY1059
 GY1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1059'AT MINNIE.
 GY1059'0.15 MILE SOUTH ALONG STATE HIGHWAY 122 FROM THE JUNCTION OF
 GY1059'A GRAVEL ROAD SOUTHWEST TO WAYLAND, SET IN THE TOP OF THE SOUTH
 GY1059'END OF THE WEST HEAD WALL OF A 20-FOOT CONCRETE BOX CULVERT
 GY1059'WITH PARTITION FOR SIZEMORE CREEK, 17 FEET WEST OF THE CENTER
 GY1059'LINE OF HIGHWAY, 64 FEET SOUTHEAST OF SOUTHEAST CORNER OF POST
 GY1059'OFFICE AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 GY1059
 GY1059                          STATION RECOVERY (1980)
 GY1059
 GY1059'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1059'RECOVERED IN GOOD CONDITION.
 GY1059
 GY1059                          STATION RECOVERY (1998)
 GY1059
 GY1059'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998
 GY1059'RECOVERED IN GOOD CONDITION.
 GY1059
 GY1059                          STATION RECOVERY (2004)
 GY1059
 GY1059'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GY1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1546 ***********************************************************************
 GY1546  DESIGNATION -  M 319
 GY1546  PID         -  GY1546
 GY1546  STATE/COUNTY-  KY/FLOYD
 GY1546  USGS QUAD   -  MARTIN (1992)
 GY1546
 GY1546                         *CURRENT SURVEY CONTROL
 GY1546  ___________________________________________________________________
 GY1546* NAD 83(1986)-  37 31 02.     (N)    082 45 21.     (W)     SCALED    
 GY1546* NAVD 88     -       206.004  (meters)     675.86   (feet)  ADJUSTED  
 GY1546  ___________________________________________________________________
 GY1546  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GY1546  DYNAMIC HT  -         205.844 (meters)     675.34  (feet)  COMP
 GY1546  MODELED GRAV-     979,851.6   (mgal)                       NAVD 88
 GY1546
 GY1546  VERT ORDER  -  SECOND    CLASS 0
 GY1546
 GY1546.The horizontal coordinates were scaled from a topographic map and have
 GY1546.an estimated accuracy of +/- 6 seconds.
 GY1546
 GY1546.The orthometric height was determined by differential leveling
 GY1546.and adjusted by the National Geodetic Survey in June 1991..
 GY1546
 GY1546.The geoid height was determined by GEOID03.
 GY1546
 GY1546.The dynamic height is computed by dividing the NAVD 88
 GY1546.geopotential number by the normal gravity value computed on the
 GY1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1546.degrees latitude (g = 980.6199 gals.).
 GY1546
 GY1546.The modeled gravity was interpolated from observed gravity values.
 GY1546
 GY1546;                    North         East    Units  Estimated Accuracy
 GY1546;SPC KY1Z     - 1,135,640.    1,764,630.      MT  (+/- 180 meters Scaled)
 GY1546
 GY1546                          SUPERSEDED SURVEY CONTROL
 GY1546
 GY1546  NGVD 29 (??/??/92)  206.191  (m)          676.48   (f) ADJ UNCH    2 0
 GY1546
 GY1546.Superseded values are not recommended for survey control.
 GY1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1546.See file dsdata.txt to determine how the superseded data were derived.
 GY1546
 GY1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB448537(NAD 83)
 GY1546_MARKER: DB = BENCH MARK DISK
 GY1546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1546_SP_SET: CULVERT
 GY1546_STAMPING: M 319 1952 676.478
 GY1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1546+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 GY1546
 GY1546  HISTORY     - Date     Condition        Report By
 GY1546  HISTORY     - 1952     MONUMENTED       CGS
 GY1546  HISTORY     - 1956     GOOD             NGS
 GY1546  HISTORY     - 1980     GOOD             DOD
 GY1546  HISTORY     - 20010611 GOOD             KYDT
 GY1546
 GY1546                          STATION DESCRIPTION
 GY1546
 GY1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1546'2.6 MI N FROM DRIFT.
 GY1546'2.55 MILES NORTH ALONG STATE HIGHWAY 122 FROM THE ATHLETIC
 GY1546'FIELD AT DRIFT, 0.55 MILE NORTH OF HUNTER SCHOOL, SET IN THE
 GY1546'TOP OF THE SOUTH END OF THE EAST HEAD WALL OF A 4-FOOT CONCRETE
 GY1546'BOX CULVERT, 13 FEET WEST OF CENTER LINE OF HIGHWAY AND ABOUT
 GY1546'LEVEL WITH HIGHWAY.
 GY1546
 GY1546                          STATION RECOVERY (1980)
 GY1546
 GY1546'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 GY1546'RECOVERED IN GOOD CONDITION.
 GY1546
 GY1546                          STATION RECOVERY (2001)
 GY1546
 GY1546'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GY1546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1121 ***********************************************************************
 GY1121  DESIGNATION -  M 320
 GY1121  PID         -  GY1121
 GY1121  STATE/COUNTY-  KY/FLOYD
 GY1121  USGS QUAD   -  PIKEVILLE (1992)
 GY1121
 GY1121                         *CURRENT SURVEY CONTROL
 GY1121  ___________________________________________________________________
 GY1121* NAD 83(1986)-  37 29 53.     (N)    082 37 27.     (W)     SCALED    
 GY1121* NAVD 88     -       213.572  (meters)     700.69   (feet)  ADJUSTED  
 GY1121  ___________________________________________________________________
 GY1121  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GY1121  DYNAMIC HT  -         213.408 (meters)     700.16  (feet)  COMP
 GY1121  MODELED GRAV-     979,855.8   (mgal)                       NAVD 88
 GY1121
 GY1121  VERT ORDER  -  SECOND    CLASS 0
 GY1121
 GY1121.The horizontal coordinates were scaled from a topographic map and have
 GY1121.an estimated accuracy of +/- 6 seconds.
 GY1121
 GY1121.The orthometric height was determined by differential leveling
 GY1121.and adjusted by the National Geodetic Survey in June 1991..
 GY1121
 GY1121.The geoid height was determined by GEOID03.
 GY1121
 GY1121.The dynamic height is computed by dividing the NAVD 88
 GY1121.geopotential number by the normal gravity value computed on the
 GY1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1121.degrees latitude (g = 980.6199 gals.).
 GY1121
 GY1121.The modeled gravity was interpolated from observed gravity values.
 GY1121
 GY1121;                    North         East    Units  Estimated Accuracy
 GY1121;SPC KY1Z     - 1,133,890.    1,776,340.      MT  (+/- 180 meters Scaled)
 GY1121
 GY1121                          SUPERSEDED SURVEY CONTROL
 GY1121
 GY1121  NGVD 29 (??/??/92)  213.766  (m)          701.33   (f) ADJ UNCH    2 0
 GY1121
 GY1121.Superseded values are not recommended for survey control.
 GY1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1121.See file dsdata.txt to determine how the superseded data were derived.
 GY1121
 GY1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB564513(NAD 83)
 GY1121_MARKER: DB = BENCH MARK DISK
 GY1121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1121_SP_SET: BUILDING
 GY1121_STAMPING: M 320 1953 701.331
 GY1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1121
 GY1121  HISTORY     - Date     Condition        Report By
 GY1121  HISTORY     - 1953     MONUMENTED       CGS
 GY1121  HISTORY     - 1956     POOR             NGS
 GY1121
 GY1121                          STATION DESCRIPTION
 GY1121
 GY1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1121'3.8 MI S FROM HAROLD.
 GY1121'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 979 FROM C. AND O. RR.
 GY1121'STATION AT HAROLD, THENCE 2.25 MILES SOUTH ALONG ROAD FOLLOWING
 GY1121'MASONRY SCHOOL OF DISTRICT 69, 70 FEET NORTHEAST OF CENTER OF
 GY1121'TOLER CREEK ROAD, 1.5 FEET EAST OF SOUTHWEST CORNER OF
 GY1121'BUILDING AND ABOUT 3.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1250 ***********************************************************************
 GY1250  DESIGNATION -  M 321
 GY1250  PID         -  GY1250
 GY1250  STATE/COUNTY-  KY/KNOTT
 GY1250  USGS QUAD   -  BLACKEY (1992)
 GY1250
 GY1250                         *CURRENT SURVEY CONTROL
 GY1250  ___________________________________________________________________
 GY1250* NAD 83(1986)-  37 13 57.     (N)    082 58 12.     (W)     SCALED    
 GY1250* NAVD 88     -       307.415  (meters)    1008.58   (feet)  ADJUSTED  
 GY1250  ___________________________________________________________________
 GY1250  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GY1250  DYNAMIC HT  -         307.165 (meters)    1007.76  (feet)  COMP
 GY1250  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 GY1250
 GY1250  VERT ORDER  -  SECOND    CLASS 0
 GY1250
 GY1250.The horizontal coordinates were scaled from a topographic map and have
 GY1250.an estimated accuracy of +/- 6 seconds.
 GY1250
 GY1250.The orthometric height was determined by differential leveling
 GY1250.and adjusted by the National Geodetic Survey in June 1991..
 GY1250
 GY1250.The geoid height was determined by GEOID03.
 GY1250
 GY1250.The dynamic height is computed by dividing the NAVD 88
 GY1250.geopotential number by the normal gravity value computed on the
 GY1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1250.degrees latitude (g = 980.6199 gals.).
 GY1250
 GY1250.The modeled gravity was interpolated from observed gravity values.
 GY1250
 GY1250;                    North         East    Units  Estimated Accuracy
 GY1250;SPC KY1Z     - 1,103,470.    1,746,650.      MT  (+/- 180 meters Scaled)
 GY1250
 GY1250                          SUPERSEDED SURVEY CONTROL
 GY1250
 GY1250  NGVD 29 (??/??/92)  307.574  (m)         1009.10   (f) ADJ UNCH    2 0
 GY1250
 GY1250.Superseded values are not recommended for survey control.
 GY1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1250.See file dsdata.txt to determine how the superseded data were derived.
 GY1250
 GY1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB252224(NAD 83)
 GY1250_MARKER: DB = BENCH MARK DISK
 GY1250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1250_SP_SET: BRIDGE
 GY1250_STAMPING: M 321 1953 1009.099
 GY1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1250
 GY1250  HISTORY     - Date     Condition        Report By
 GY1250  HISTORY     - 1953     MONUMENTED       CGS
 GY1250  HISTORY     - 1956     GOOD             NGS
 GY1250
 GY1250                          STATION DESCRIPTION
 GY1250
 GY1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1250'1 MI NE FROM CODY.
 GY1250'0.95 MILE NORTHEAST ALONG STATE HIGHWAY 160 FROM JUNCTION OF
 GY1250'STATE HIGHWAY 15 AT CODY, AT JUNCTION OF A ROAD SOUTHEAST ACROSS
 GY1250'BRIDGE TO CARR CREEK COMMUNITY CENTER, SET IN THE TOP OF THE 4TH
 GY1250'STEP DOWN FROM TOP OF STONE MASONRY WING WALL AT WEST CORNER
 GY1250'OF BRIDGE WITH WOODEN DECK OVER CARR CREEK ON ROAD SOUTHEAST,
 GY1250'48 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 13.5 FEET
 GY1250'SOUTHWEST OF CENTER OF ROAD SOUTHEAST AND ABOUT 3 FEET BELOW LEVEL
 GY1250'OF BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1032 ***********************************************************************
 GY1032  DESIGNATION -  M 322
 GY1032  PID         -  GY1032
 GY1032  STATE/COUNTY-  KY/KNOTT
 GY1032  USGS QUAD   -  BLACKEY (1992)
 GY1032
 GY1032                         *CURRENT SURVEY CONTROL
 GY1032  ___________________________________________________________________
 GY1032* NAD 83(1986)-  37 12 35.     (N)    082 55 42.     (W)     SCALED    
 GY1032* NAVD 88     -       367.495  (meters)    1205.69   (feet)  ADJUSTED  
 GY1032  ___________________________________________________________________
 GY1032  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GY1032  DYNAMIC HT  -         367.195 (meters)    1204.71  (feet)  COMP
 GY1032  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 GY1032
 GY1032  VERT ORDER  -  SECOND    CLASS 0
 GY1032
 GY1032.The horizontal coordinates were scaled from a topographic map and have
 GY1032.an estimated accuracy of +/- 6 seconds.
 GY1032
 GY1032.The orthometric height was determined by differential leveling
 GY1032.and adjusted by the National Geodetic Survey in June 1991..
 GY1032
 GY1032.The geoid height was determined by GEOID03.
 GY1032
 GY1032.The dynamic height is computed by dividing the NAVD 88
 GY1032.geopotential number by the normal gravity value computed on the
 GY1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1032.degrees latitude (g = 980.6199 gals.).
 GY1032
 GY1032.The modeled gravity was interpolated from observed gravity values.
 GY1032
 GY1032;                    North         East    Units  Estimated Accuracy
 GY1032;SPC KY1Z     - 1,101,050.    1,750,430.      MT  (+/- 180 meters Scaled)
 GY1032
 GY1032                          SUPERSEDED SURVEY CONTROL
 GY1032
 GY1032  NGVD 29 (??/??/92)  367.651  (m)         1206.20   (f) ADJ UNCH    2 0
 GY1032
 GY1032.Superseded values are not recommended for survey control.
 GY1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1032.See file dsdata.txt to determine how the superseded data were derived.
 GY1032
 GY1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB288198(NAD 83)
 GY1032_MARKER: DB = BENCH MARK DISK
 GY1032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1032_SP_SET: CULVERT
 GY1032_STAMPING: M 322 1953 1206.202
 GY1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1032
 GY1032  HISTORY     - Date     Condition        Report By
 GY1032  HISTORY     - 1953     MONUMENTED       CGS
 GY1032  HISTORY     - 1956     GOOD             NGS
 GY1032  HISTORY     - 20020521 MARK NOT FOUND   KYDT
 GY1032
 GY1032                          STATION DESCRIPTION
 GY1032
 GY1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1032'3.4 MI SE FROM CODY.
 GY1032'3.35 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 GY1032'OF STATE HIGHWAY 160 AT CODY, 2.7 MILES NORTHWEST ALONG STATE
 GY1032'HIGHWAY 15 FROM THE JUNCTION OF STATE HIGHWAY AT ISOM, 1.25
 GY1032'MILES NORTHWEST OF THE TOP OF GRADE AND KNOTT-LETCHER COUNTY
 GY1032'LINE, SET IN THE TOP OF THE CONCRETE CAP OF NORTH WING WALL OF
 GY1032'A 10-FOOT CONCRETE AND STONE CULVERT FOR BREEDING CREEK, NEAR
 GY1032'THE CONFLUENCE OF PERKINS BRANCH, 12.5 FEET NORTHEAST OF CENTER
 GY1032'LINE OF HIGHWAY, ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 GY1032
 GY1032                          STATION RECOVERY (2002)
 GY1032
 GY1032'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY1032'THIS CULVERT ON OLD KY 15 WAS TORN OUT WHEN NEW KY 15 BUILT IN 1969,
 GY1032'NO EVIDENCE OF A RESET, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1227 ***********************************************************************
 GY1227  DESIGNATION -  M 323
 GY1227  PID         -  GY1227
 GY1227  STATE/COUNTY-  KY/KNOTT
 GY1227  USGS QUAD   -  KITE (1992)
 GY1227
 GY1227                         *CURRENT SURVEY CONTROL
 GY1227  ___________________________________________________________________
 GY1227* NAD 83(1986)-  37 17 49.     (N)    082 49 09.     (W)     SCALED    
 GY1227* NAVD 88     -       337.395  (meters)    1106.94   (feet)  ADJUSTED  
 GY1227  ___________________________________________________________________
 GY1227  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GY1227  DYNAMIC HT  -         337.122 (meters)    1106.04  (feet)  COMP
 GY1227  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GY1227
 GY1227  VERT ORDER  -  SECOND    CLASS 0
 GY1227
 GY1227.The horizontal coordinates were scaled from a topographic map and have
 GY1227.an estimated accuracy of +/- 6 seconds.
 GY1227
 GY1227.The orthometric height was determined by differential leveling
 GY1227.and adjusted by the National Geodetic Survey in June 1991..
 GY1227
 GY1227.The geoid height was determined by GEOID03.
 GY1227
 GY1227.The dynamic height is computed by dividing the NAVD 88
 GY1227.geopotential number by the normal gravity value computed on the
 GY1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1227.degrees latitude (g = 980.6199 gals.).
 GY1227
 GY1227.The modeled gravity was interpolated from observed gravity values.
 GY1227
 GY1227;                    North         East    Units  Estimated Accuracy
 GY1227;SPC KY1Z     - 1,111,030.    1,759,810.      MT  (+/- 180 meters Scaled)
 GY1227
 GY1227                          SUPERSEDED SURVEY CONTROL
 GY1227
 GY1227  NGVD 29 (??/??/92)  337.556  (m)         1107.46   (f) ADJ UNCH    2 0
 GY1227
 GY1227.Superseded values are not recommended for survey control.
 GY1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1227.See file dsdata.txt to determine how the superseded data were derived.
 GY1227
 GY1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB387293(NAD 83)
 GY1227_MARKER: DB = BENCH MARK DISK
 GY1227_SETTING: 66 = SET IN ROCK OUTCROP
 GY1227_SP_SET: ROCK CLIFF
 GY1227_STAMPING: M 323 1953 1107.465
 GY1227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1227+STABILITY: POSITION/ELEVATION WELL
 GY1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY1227+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 GY1227
 GY1227  HISTORY     - Date     Condition        Report By
 GY1227  HISTORY     - 1953     MONUMENTED       CGS
 GY1227  HISTORY     - 1956     POOR             NGS
 GY1227  HISTORY     - 20060125 GOOD             KYTC
 GY1227
 GY1227                          STATION DESCRIPTION
 GY1227
 GY1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1227'2.2 MI S FROM KITE.
 GY1227'1.2 MILES SOUTHWEST ALONG A ROAD FOLLOWING BILL D. BRANCH FROM
 GY1227'JUNCTION OF STATE HIGHWAY 7 AND POST OFFICE AT KITE, THENCE
 GY1227'0.95 MILES SOUTH ALONG LEFT FORK OF BILL D. BRANCH, 0.1 MILE
 GY1227'SOUTHWEST AND 0.95 MILE SOUTH OF A STONE MASONRY SCHOOL BUILDING,
 GY1227'SET VERTICALLY ABOUT 4 FEET ABOVE CREEK BED IN THE EAST FACE
 GY1227'OF A SMOOTH ROCK CLIFF, 7 1/2 FEET WEST OF CENTER OF CREEK
 GY1227'BED, 24 FEET WEST AND ACROSS CREEK FROM CENTER OF ROAD, 34
 GY1227'FEET WEST AND ACROSS CREEK AND ROAD FROM POWER POLE NO. 233-23,
 GY1227'WEST AND ACROSS CREEK AND ROAD FROM NORTHWEST CORNER OF HOUSE,
 GY1227'4 FEET ABOVE CREEK.
 GY1227
 GY1227                          STATION RECOVERY (2006)
 GY1227
 GY1227'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GY1227'MARK IS ABOUT 225 FEET WEST OF CENTERLINE OF KY 582 AND ABOUT 20 WEST
 GY1227'OF THE NORTHWEST CORNER OF A WOOD SHED IN BACK OF 1 STORY BROWN
 GY1227'ASBESTOS SIDED HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0904 ***********************************************************************
 GY0904  DESIGNATION -  M 324
 GY0904  PID         -  GY0904
 GY0904  STATE/COUNTY-  KY/LETCHER
 GY0904  USGS QUAD   -  JENKINS WEST (1992)
 GY0904
 GY0904                         *CURRENT SURVEY CONTROL
 GY0904  ___________________________________________________________________
 GY0904* NAD 83(1986)-  37 11 03.     (N)    082 41 33.     (W)     SCALED    
 GY0904* NAVD 88     -       408.706  (meters)    1340.90   (feet)  ADJUSTED  
 GY0904  ___________________________________________________________________
 GY0904  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GY0904  DYNAMIC HT  -         408.359 (meters)    1339.76  (feet)  COMP
 GY0904  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 GY0904
 GY0904  VERT ORDER  -  FIRST     CLASS I
 GY0904
 GY0904.The horizontal coordinates were scaled from a topographic map and have
 GY0904.an estimated accuracy of +/- 6 seconds.
 GY0904
 GY0904.The orthometric height was determined by differential leveling
 GY0904.and adjusted by the National Geodetic Survey in June 1991..
 GY0904
 GY0904.The geoid height was determined by GEOID03.
 GY0904
 GY0904.The dynamic height is computed by dividing the NAVD 88
 GY0904.geopotential number by the normal gravity value computed on the
 GY0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0904.degrees latitude (g = 980.6199 gals.).
 GY0904
 GY0904.The modeled gravity was interpolated from observed gravity values.
 GY0904
 GY0904;                    North         East    Units  Estimated Accuracy
 GY0904;SPC KY1Z     - 1,098,880.    1,771,440.      MT  (+/- 180 meters Scaled)
 GY0904
 GY0904                          SUPERSEDED SURVEY CONTROL
 GY0904
 GY0904  NGVD 29 (??/??/92)  408.860  (m)         1341.40   (f) ADJ UNCH    1 1
 GY0904
 GY0904.Superseded values are not recommended for survey control.
 GY0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0904.See file dsdata.txt to determine how the superseded data were derived.
 GY0904
 GY0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB497166(NAD 83)
 GY0904_MARKER: DB = BENCH MARK DISK
 GY0904_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0904_SP_SET: ABUTMENT
 GY0904_STAMPING: M 324 1953 1341.402
 GY0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0904
 GY0904  HISTORY     - Date     Condition        Report By
 GY0904  HISTORY     - 1953     MONUMENTED       CGS
 GY0904  HISTORY     - 1967     GOOD             NGS
 GY0904
 GY0904                          STATION DESCRIPTION
 GY0904
 GY0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0904'4.9 MI W FROM JENKINS.
 GY0904'ABOUT 4.9 MILES WEST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 GY0904'AT JENKINS, 0.25 MILE EAST ALONG U.S. HIGHWAY 119 FROM THE POST
 GY0904'OFFICE AT THE SMALL COMMUNITY OF CROMONA, 24 1/2 FEET SOUTHWEST
 GY0904'OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST
 GY0904'END OF THE SOUTHWEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE, 42
 GY0904'YARDS SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF A
 GY0904'STANDARD OIL COMPANY SERVICE STATION, 51 FEET NORTHEAST OF THE
 GY0904'NORTH CORNER OF A CONCRETE BLOCK BUILDING, AND ABOUT 1 1/2 FEET
 GY0904'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1164 ***********************************************************************
 GY1164  DESIGNATION -  M 325
 GY1164  PID         -  GY1164
 GY1164  STATE/COUNTY-  KY/LETCHER
 GY1164  USGS QUAD   -  JENKINS WEST (1992)
 GY1164
 GY1164                         *CURRENT SURVEY CONTROL
 GY1164  ___________________________________________________________________
 GY1164* NAD 83(1986)-  37 14 26.     (N)    082 43 33.     (W)     SCALED    
 GY1164* NAVD 88     -       468.153  (meters)    1535.93   (feet)  ADJUSTED  
 GY1164  ___________________________________________________________________
 GY1164  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GY1164  DYNAMIC HT  -         467.763 (meters)    1534.65  (feet)  COMP
 GY1164  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 GY1164
 GY1164  VERT ORDER  -  SECOND    CLASS 0
 GY1164
 GY1164.The horizontal coordinates were scaled from a topographic map and have
 GY1164.an estimated accuracy of +/- 6 seconds.
 GY1164
 GY1164.The orthometric height was determined by differential leveling
 GY1164.and adjusted by the National Geodetic Survey in June 1991..
 GY1164
 GY1164.The geoid height was determined by GEOID03.
 GY1164
 GY1164.The dynamic height is computed by dividing the NAVD 88
 GY1164.geopotential number by the normal gravity value computed on the
 GY1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1164.degrees latitude (g = 980.6199 gals.).
 GY1164
 GY1164.The modeled gravity was interpolated from observed gravity values.
 GY1164
 GY1164;                    North         East    Units  Estimated Accuracy
 GY1164;SPC KY1Z     - 1,105,040.    1,768,280.      MT  (+/- 180 meters Scaled)
 GY1164
 GY1164                          SUPERSEDED SURVEY CONTROL
 GY1164
 GY1164  NGVD 29 (??/??/92)  468.309  (m)         1536.44   (f) ADJ UNCH    2 0
 GY1164
 GY1164.Superseded values are not recommended for survey control.
 GY1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1164.See file dsdata.txt to determine how the superseded data were derived.
 GY1164
 GY1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB469229(NAD 83)
 GY1164_MARKER: DB = BENCH MARK DISK
 GY1164_SETTING: 66 = SET IN ROCK OUTCROP
 GY1164_SP_SET: ROCK CUT
 GY1164_STAMPING: M 325 1953 1536.444
 GY1164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1164+STABILITY: POSITION/ELEVATION WELL
 GY1164
 GY1164  HISTORY     - Date     Condition        Report By
 GY1164  HISTORY     - 1953     MONUMENTED       CGS
 GY1164  HISTORY     - 1956     POOR             NGS
 GY1164
 GY1164                          STATION DESCRIPTION
 GY1164
 GY1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1164'3.2 MI NW FROM HEMPHILL.
 GY1164'3.2 MILES NORTHWEST ALONG STATE HIGHWAY 275 FROM THE JUNCTION
 GY1164'OF STATE HIGHWAY 317 AT HEMPHILL, AT THE NORTH END OF A CURVE WITH
 GY1164'TANGENTS EXTENDING NORTH AND SOUTHWEST, SET VERTICALLY ABOUT 3
 GY1164'FEET ABOVE GROUND IN THE EAST FACE OF AN 8-FOOT HIGH SOLID ROCK IN
 GY1164'A 15-FOOT HIGH CUT, 110 FEET SOUTH OF NORTH END OF ROCKY PART OF
 GY1164'CUT, 234 FEET SOUTH OF A CONCRETE CATCH BASIN FOR A 15-INCH PIPE
 GY1164'CULVERT, 19.5 FEET WEST OF CENTER LINE OF HIGHWAY AND ABOUT 3
 GY1164'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0907 ***********************************************************************
 GY0907  DESIGNATION -  M 326
 GY0907  PID         -  GY0907
 GY0907  STATE/COUNTY-  KY/LETCHER
 GY0907  USGS QUAD   -  JENKINS WEST (1992)
 GY0907
 GY0907                         *CURRENT SURVEY CONTROL
 GY0907  ___________________________________________________________________
 GY0907* NAD 83(1986)-  37 11 19.     (N)    082 39 14.     (W)     SCALED    
 GY0907* NAVD 88     -       507.358  (meters)    1664.56   (feet)  ADJUSTED  
 GY0907  ___________________________________________________________________
 GY0907  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GY0907  DYNAMIC HT  -         506.928 (meters)    1663.15  (feet)  COMP
 GY0907  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 GY0907
 GY0907  VERT ORDER  -  FIRST     CLASS I
 GY0907
 GY0907.The horizontal coordinates were scaled from a topographic map and have
 GY0907.an estimated accuracy of +/- 6 seconds.
 GY0907
 GY0907.The orthometric height was determined by differential leveling
 GY0907.and adjusted by the National Geodetic Survey in June 1991..
 GY0907
 GY0907.The geoid height was determined by GEOID03.
 GY0907
 GY0907.The dynamic height is computed by dividing the NAVD 88
 GY0907.geopotential number by the normal gravity value computed on the
 GY0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0907.degrees latitude (g = 980.6199 gals.).
 GY0907
 GY0907.The modeled gravity was interpolated from observed gravity values.
 GY0907
 GY0907;                    North         East    Units  Estimated Accuracy
 GY0907;SPC KY1Z     - 1,099,480.    1,774,850.      MT  (+/- 180 meters Scaled)
 GY0907
 GY0907                          SUPERSEDED SURVEY CONTROL
 GY0907
 GY0907  NGVD 29 (??/??/92)  507.503  (m)         1665.03   (f) ADJ UNCH    1 1
 GY0907
 GY0907.Superseded values are not recommended for survey control.
 GY0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0907.See file dsdata.txt to determine how the superseded data were derived.
 GY0907
 GY0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB532170(NAD 83)
 GY0907_MARKER: DB = BENCH MARK DISK
 GY0907_SETTING: 66 = SET IN ROCK OUTCROP
 GY0907_SP_SET: ROCK OUTCROP
 GY0907_STAMPING: M 326 1953 1665.033
 GY0907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0907+STABILITY: POSITION/ELEVATION WELL
 GY0907
 GY0907  HISTORY     - Date     Condition        Report By
 GY0907  HISTORY     - 1953     MONUMENTED       CGS
 GY0907  HISTORY     - 1967     GOOD             NGS
 GY0907
 GY0907                          STATION DESCRIPTION
 GY0907
 GY0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0907'2.1 MI NW FROM JENKINS.
 GY0907'ABOUT 2.1 MILES NORTHWEST ALONG U.S. HIGHWAY 119 FROM THE POST
 GY0907'OFFICE AT JENKINS, 165 YARDS SOUTHWEST OF THE CROSSING OF THE
 GY0907'HIGHWAY AND A DIRT ROAD AT POTTER GAP, 0.1 MILE EAST OF THE
 GY0907'ENTRANCE ROAD TO A DRIVE-IN THEATER, 24 FEET NORTH OF THE
 GY0907'CENTERLINE OF THE HIGHWAY, SET VERTICALLY IN THE SOUTHEAST FACE OF
 GY0907'A TRIANGULAR SHAPED ROCK OUTCROP AT THE FOOT OF THE NORTH BANK
 GY0907'OF A CUT WHICH IS ABOUT 12 FEET HIGH, 75 FEET NORTHWEST OF THE
 GY0907'CROSSING OF THE HIGHWAY AND AN OVERHEAD POWER LINE, AND ABOUT
 GY0907'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1349 ***********************************************************************
 GA1349  DESIGNATION -  M 327
 GA1349  PID         -  GA1349
 GA1349  STATE/COUNTY-  KY/HARLAN
 GA1349  USGS QUAD   -  BENHAM (1979)
 GA1349
 GA1349                         *CURRENT SURVEY CONTROL
 GA1349  ___________________________________________________________________
 GA1349* NAD 83(1986)-  36 57 08.     (N)    082 52 56.     (W)     SCALED    
 GA1349* NAVD 88     -       649.469  (meters)    2130.80   (feet)  ADJUSTED  
 GA1349  ___________________________________________________________________
 GA1349  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA1349  DYNAMIC HT  -         648.849 (meters)    2128.77  (feet)  COMP
 GA1349  MODELED GRAV-     979,656.2   (mgal)                       NAVD 88
 GA1349
 GA1349  VERT ORDER  -  SECOND    CLASS 0
 GA1349
 GA1349.The horizontal coordinates were scaled from a topographic map and have
 GA1349.an estimated accuracy of +/- 6 seconds.
 GA1349
 GA1349.The orthometric height was determined by differential leveling
 GA1349.and adjusted by the National Geodetic Survey in June 1991..
 GA1349
 GA1349.The geoid height was determined by GEOID03.
 GA1349
 GA1349.The dynamic height is computed by dividing the NAVD 88
 GA1349.geopotential number by the normal gravity value computed on the
 GA1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1349.degrees latitude (g = 980.6199 gals.).
 GA1349
 GA1349.The modeled gravity was interpolated from observed gravity values.
 GA1349
 GA1349;                    North         East    Units  Estimated Accuracy
 GA1349;SPC KY1Z     - 1,072,610.    1,755,390.      MT  (+/- 180 meters Scaled)
 GA1349
 GA1349                          SUPERSEDED SURVEY CONTROL
 GA1349
 GA1349  NGVD 29 (??/??/92)  649.532  (m)         2131.01   (f) ADJ UNCH    2 0
 GA1349
 GA1349.Superseded values are not recommended for survey control.
 GA1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1349.See file dsdata.txt to determine how the superseded data were derived.
 GA1349
 GA1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA324912(NAD 83)
 GA1349_MARKER: DB = BENCH MARK DISK
 GA1349_SETTING: 66 = SET IN ROCK OUTCROP
 GA1349_SP_SET: ROCK CUT
 GA1349_STAMPING: M 327 1953 2131.006
 GA1349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1349+STABILITY: POSITION/ELEVATION WELL
 GA1349
 GA1349  HISTORY     - Date     Condition        Report By
 GA1349  HISTORY     - 1953     MONUMENTED       CGS
 GA1349  HISTORY     - 1956     GOOD             NGS
 GA1349
 GA1349                          STATION DESCRIPTION
 GA1349
 GA1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1349'1.7 MI SE FROM LYNCH.
 GA1349'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 160 FROM HIGH SCHOOL AT
 GA1349'LYNCH, 0.45 MILE SOUTHEAST OF A BRIDGE OVER LOONEY CREEK AND GOLF
 GA1349'COURSE, SET IN THE TOP OF AN 8-INCH DEEP SHELF AT THE BOTTOM OF
 GA1349'AN 18-FOOT HIGH ROCK CUT, 18 FEET NORTHEAST OF THE CENTER LINE OF
 GA1349'HIGHWAY, 68 1/2 FEET NORTHWEST AND DOWNHILL FROM WEST CORNER OF
 GA1349'A STONE CATCH BASIN OF A 24-INCH PIPE CULVERT, 2 FEET BELOW AN
 GA1349'8-INCH TRIANGLE CHISELED IN SOUTHWEST FACE OF ROCK AND ABOUT 1/2
 GA1349'FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1714 ***********************************************************************
 GA1714  DESIGNATION -  M 328
 GA1714  PID         -  GA1714
 GA1714  STATE/COUNTY-  KY/HARLAN
 GA1714  USGS QUAD   -  LOUELLEN (1982)
 GA1714
 GA1714                         *CURRENT SURVEY CONTROL
 GA1714  ___________________________________________________________________
 GA1714* NAD 83(1986)-  36 55 46.     (N)    083 02 28.     (W)     SCALED    
 GA1714* NAVD 88     -       804.609  (meters)    2639.79   (feet)  ADJUSTED  
 GA1714  ___________________________________________________________________
 GA1714  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA1714  DYNAMIC HT  -         803.918 (meters)    2637.52  (feet)  COMP
 GA1714  MODELED GRAV-     979,744.3   (mgal)                       NAVD 88
 GA1714
 GA1714  VERT ORDER  -  SECOND    CLASS 0
 GA1714
 GA1714.The horizontal coordinates were scaled from a topographic map and have
 GA1714.an estimated accuracy of +/- 6 seconds.
 GA1714
 GA1714.The orthometric height was determined by differential leveling
 GA1714.and adjusted by the National Geodetic Survey in June 1991..
 GA1714
 GA1714.The geoid height was determined by GEOID03.
 GA1714
 GA1714.The dynamic height is computed by dividing the NAVD 88
 GA1714.geopotential number by the normal gravity value computed on the
 GA1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1714.degrees latitude (g = 980.6199 gals.).
 GA1714
 GA1714.The modeled gravity was interpolated from observed gravity values.
 GA1714
 GA1714;                    North         East    Units  Estimated Accuracy
 GA1714;SPC KY1Z     - 1,069,660.    1,741,320.      MT  (+/- 180 meters Scaled)
 GA1714
 GA1714                          SUPERSEDED SURVEY CONTROL
 GA1714
 GA1714  NGVD 29 (??/??/92)  804.771  (m)         2640.32   (f) ADJ UNCH    2 0
 GA1714
 GA1714.Superseded values are not recommended for survey control.
 GA1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1714.See file dsdata.txt to determine how the superseded data were derived.
 GA1714
 GA1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA182889(NAD 83)
 GA1714_MARKER: DB = BENCH MARK DISK
 GA1714_SETTING: 66 = SET IN ROCK OUTCROP
 GA1714_SP_SET: OUTCROP
 GA1714_STAMPING: M 328 1953 2640.319
 GA1714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1714+STABILITY: POSITION/ELEVATION WELL
 GA1714
 GA1714  HISTORY     - Date     Condition        Report By
 GA1714  HISTORY     - 1953     MONUMENTED       CGS
 GA1714  HISTORY     - 1956     GOOD             NGS
 GA1714
 GA1714                          STATION DESCRIPTION
 GA1714
 GA1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1714'3.4 MI NE FROM LOUELLEN.
 GA1714'3.4 MILES NORTHEAST ALONG ROAD FOLLOWING FUGITT CREEK FROM
 GA1714'JUNCTION OF STATE HIGHWAY 38 AND SCHOOL AT LOUELLEN, 0.4 MILE
 GA1714'SOUTHWEST OF A LOG CULVERT FOR A CREEK FROM THE NORTH, 0.45
 GA1714'MILE SOUTHWEST OF A LOG BARN AT A FARM, NEAR THE WEST EDGE
 GA1714'OF A GULLY, AT THE EAST EDGE OF A GROUP OF BOULDERS, SET IN THE
 GA1714'TOP AND 5 INCHES WEST OF THE EAST EDGE OF A SMOOTH SLANTING
 GA1714'6 BY 3 1/2-FOOT OUTCROP WHICH IS EXPOSED ABOUT 1 1/2 FEET ON
 GA1714'EAST SIDE AND WEST SIDE BEING COVERED, 42 FEET SOUTHEAST OF
 GA1714'CENTER OF ROAD, 3 1/2 FEET WEST OF A TALL 24-INCH TREE, 14 FEET
 GA1714'NORTH OF A 30-INCH MAPLE TREE, 2 FEET NORTHWEST OF SOUTHEAST
 GA1714'CORNER OF OUTCROP AND ABOUT 3 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1691 ***********************************************************************
 GA1691  DESIGNATION -  M 329
 GA1691  PID         -  GA1691
 GA1691  STATE/COUNTY-  KY/HARLAN
 GA1691  USGS QUAD   -  HARLAN (1978)
 GA1691
 GA1691                         *CURRENT SURVEY CONTROL
 GA1691  ___________________________________________________________________
 GA1691* NAD 83(1986)-  36 50 49.     (N)    083 19 02.     (W)     SCALED    
 GA1691* NAVD 88     -       367.446  (meters)    1205.53   (feet)  ADJUSTED  
 GA1691  ___________________________________________________________________
 GA1691  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1691  DYNAMIC HT  -         367.129 (meters)    1204.49  (feet)  COMP
 GA1691  MODELED GRAV-     979,756.8   (mgal)                       NAVD 88
 GA1691
 GA1691  VERT ORDER  -  SECOND    CLASS 0
 GA1691
 GA1691.The horizontal coordinates were scaled from a topographic map and have
 GA1691.an estimated accuracy of +/- 6 seconds.
 GA1691
 GA1691.The orthometric height was determined by differential leveling
 GA1691.and adjusted by the National Geodetic Survey in June 1991..
 GA1691
 GA1691.The geoid height was determined by GEOID03.
 GA1691
 GA1691.The dynamic height is computed by dividing the NAVD 88
 GA1691.geopotential number by the normal gravity value computed on the
 GA1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1691.degrees latitude (g = 980.6199 gals.).
 GA1691
 GA1691.The modeled gravity was interpolated from observed gravity values.
 GA1691
 GA1691;                    North         East    Units  Estimated Accuracy
 GA1691;SPC KY1Z     - 1,059,830.    1,716,970.      MT  (+/- 180 meters Scaled)
 GA1691
 GA1691                          SUPERSEDED SURVEY CONTROL
 GA1691
 GA1691  NGVD 29 (??/??/92)  367.590  (m)         1206.00   (f) ADJ UNCH    2 0
 GA1691
 GA1691.Superseded values are not recommended for survey control.
 GA1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1691.See file dsdata.txt to determine how the superseded data were derived.
 GA1691
 GA1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA933804(NAD 83)
 GA1691_MARKER: DB = BENCH MARK DISK
 GA1691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1691_SP_SET: BUILDING
 GA1691_STAMPING: M 329 1953 1206.002
 GA1691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1691
 GA1691  HISTORY     - Date     Condition        Report By
 GA1691  HISTORY     - 1953     MONUMENTED       CGS
 GA1691  HISTORY     - 1956     GOOD             NGS
 GA1691  HISTORY     - 20010514 MARK NOT FOUND   KYDT
 GA1691
 GA1691                          STATION DESCRIPTION
 GA1691
 GA1691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1691'2 MI E FROM HARLAN.
 GA1691'0.35 MILES EAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 GA1691'U.S. HIGHWAY 421 AT HARLAN, SET VERTICALLY IN THE SOUTHWEST
 GA1691'FACE OF HIGH SCHOOL BUILDING, 3 FEET NORTHWEST OF SOUTH CORNER
 GA1691'OF BUILDING, 28 FEET NORTHWEST OF NORTHWEST CURB OF HIGHWAY,
 GA1691'ABOUT 2 FEET ABOVE GROUND AND ABOUT 7 FEET ABOVE LEVEL OF
 GA1691'HIGHWAY.
 GA1691
 GA1691                          STATION RECOVERY (2001)
 GA1691
 GA1691'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GA1691'THERE IS A NEW BUILDING AT THIS LOCATION, LOCALS CLAIM FIRE DESTROYED
 GA1691'DESCRIBED BUILDING AROUND 1979 OR 1980, MARK LOST, CONSIDER DESTROYED.
 GA1691' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1794 ***********************************************************************
 HY1794  DESIGNATION -  M 33
 HY1794  PID         -  HY1794
 HY1794  STATE/COUNTY-  KY/FLEMING
 HY1794  USGS QUAD   -  ELIZAVILLE (1978)
 HY1794
 HY1794                         *CURRENT SURVEY CONTROL
 HY1794  ___________________________________________________________________
 HY1794* NAD 83(1986)-  38 26 05.     (N)    083 50 12.     (W)     SCALED    
 HY1794* NAVD 88     -       258.603  (meters)     848.43   (feet)  ADJUSTED  
 HY1794  ___________________________________________________________________
 HY1794  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HY1794  DYNAMIC HT  -         258.421 (meters)     847.84  (feet)  COMP
 HY1794  MODELED GRAV-     979,920.7   (mgal)                       NAVD 88
 HY1794
 HY1794  VERT ORDER  -  SECOND    CLASS 0
 HY1794
 HY1794.The horizontal coordinates were scaled from a topographic map and have
 HY1794.an estimated accuracy of +/- 6 seconds.
 HY1794
 HY1794.The orthometric height was determined by differential leveling
 HY1794.and adjusted by the National Geodetic Survey in June 1991..
 HY1794
 HY1794.The geoid height was determined by GEOID03.
 HY1794
 HY1794.The dynamic height is computed by dividing the NAVD 88
 HY1794.geopotential number by the normal gravity value computed on the
 HY1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1794.degrees latitude (g = 980.6199 gals.).
 HY1794
 HY1794.The modeled gravity was interpolated from observed gravity values.
 HY1794
 HY1794;                    North         East    Units  Estimated Accuracy
 HY1794;SPC KY1Z     - 1,234,930.    1,667,040.      MT  (+/- 180 meters Scaled)
 HY1794
 HY1794                          SUPERSEDED SURVEY CONTROL
 HY1794
 HY1794  NGVD 29 (??/??/92)  258.797  (m)          849.07   (f) ADJ UNCH    2 0
 HY1794
 HY1794.Superseded values are not recommended for survey control.
 HY1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1794.See file dsdata.txt to determine how the superseded data were derived.
 HY1794
 HY1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC524578(NAD 83)
 HY1794_MARKER: DB = BENCH MARK DISK
 HY1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1794_STAMPING: M 33 1935 849.070
 HY1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1794+STABILITY: SURFACE MOTION
 HY1794
 HY1794  HISTORY     - Date     Condition        Report By
 HY1794  HISTORY     - 1935     MONUMENTED       CGS
 HY1794  HISTORY     - 1955     GOOD             NGS
 HY1794
 HY1794                          STATION DESCRIPTION
 HY1794
 HY1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1794'AT NEPTON.
 HY1794'ALONG THE L. AND N. RR. AT THE VILLAGE OF NEPTON, 35.0 FEET
 HY1794'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 367 AT CURVE WITH
 HY1794'TANGENTS NORTHWEST AND SOUTHWEST, ON PROLONGATION OF THE CENTER
 HY1794'OF HIGHWAY NORTHWEST, 5.5 RAILS NORTHEAST OF CROSSING OF
 HY1794'HIGHWAY, 27.9 FEET NORTHWEST OF THE NORTHWEST RAIL, 48.6 FEET
 HY1794'NORTHEAST OF THE NORTHEAST CORNER OF BRICK BUILDING ON INSIDE
 HY1794'OF CURVE OF HIGHWAY, 11.8 FEET SOUTHWEST OF THE STONE HEADWALL
 HY1794'OF CULVERT, 3.5 FEET ABOVE THE LEVEL OF TRACK, 4 FEET BELOW
 HY1794'LEVEL OF ROAD.  NOTE-- AT THE JUNCTION OF STATE HIGHWAYS 170
 HY1794'AND 367 AT NORTH EDGE OF ELIZAVILLE, NEPTON IS 1.05 MILES
 HY1794'ALONG HIGHWAY 367.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1316 ***********************************************************************
 GA1316  DESIGNATION -  M 330
 GA1316  PID         -  GA1316
 GA1316  STATE/COUNTY-  KY/HARLAN
 GA1316  USGS QUAD   -  BENHAM (1979)
 GA1316
 GA1316                         *CURRENT SURVEY CONTROL
 GA1316  ___________________________________________________________________
 GA1316* NAD 83(1986)-  36 52 32.     (N)    082 56 09.     (W)     SCALED    
 GA1316* NAVD 88     -       628.096  (meters)    2060.68   (feet)  ADJUSTED  
 GA1316  ___________________________________________________________________
 GA1316  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA1316  DYNAMIC HT  -         627.526 (meters)    2058.81  (feet)  COMP
 GA1316  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 GA1316
 GA1316  VERT ORDER  -  SECOND    CLASS 0
 GA1316
 GA1316.The horizontal coordinates were scaled from a topographic map and have
 GA1316.an estimated accuracy of +/- 6 seconds.
 GA1316
 GA1316.The orthometric height was determined by differential leveling
 GA1316.and adjusted by the National Geodetic Survey in June 1991..
 GA1316
 GA1316.The geoid height was determined by GEOID03.
 GA1316
 GA1316.The dynamic height is computed by dividing the NAVD 88
 GA1316.geopotential number by the normal gravity value computed on the
 GA1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1316.degrees latitude (g = 980.6199 gals.).
 GA1316
 GA1316.The modeled gravity was interpolated from observed gravity values.
 GA1316
 GA1316;                    North         East    Units  Estimated Accuracy
 GA1316;SPC KY1Z     - 1,063,960.    1,750,880.      MT  (+/- 180 meters Scaled)
 GA1316
 GA1316                          SUPERSEDED SURVEY CONTROL
 GA1316
 GA1316  NGVD 29 (??/??/92)  628.205  (m)         2061.04   (f) ADJ UNCH    2 0
 GA1316
 GA1316.Superseded values are not recommended for survey control.
 GA1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1316.See file dsdata.txt to determine how the superseded data were derived.
 GA1316
 GA1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA274828(NAD 83)
 GA1316_MARKER: DB = BENCH MARK DISK
 GA1316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1316_SP_SET: CULVERT
 GA1316_STAMPING: M 330 1953
 GA1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1316
 GA1316  HISTORY     - Date     Condition        Report By
 GA1316  HISTORY     - 1953     MONUMENTED       CGS
 GA1316  HISTORY     - 1956     GOOD             NGS
 GA1316
 GA1316                          STATION DESCRIPTION
 GA1316
 GA1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1316'3.2 MI NW FROM KEOKEE VIRGINIA.
 GA1316'IN KENTUCKY, ABOUT 0.1 MILE WEST ALONG COUNTY ROAD 606 FROM
 GA1316'THE HIGH SCHOOL AT KEOKEE, VIRGINIA, THENCE ABOUT 1.4 MILES
 GA1316'NORTHWEST ALONG COUNTY ROAD 624 TO THE TOP OF LITTLE BLACK
 GA1316'MOUNTAIN AND THE KENTUCKY-VIRGINIA STATE LINE, THENCE ABOUT
 GA1316'1.75 MILES NORTHWEST AND WEST ALONG KENTUCKY STATE HIGHWAY 38,
 GA1316'ABOUT 0.2 MILE EAST OF A GRADE CROSSING OF THE LOUISVILLE AND
 GA1316'NASHVILLE RAILROAD, IN THE TOP OF THE NORTHEAST END OF THE
 GA1316'SOUTHEAST HEAD WALL OF L. AND N. RAILROAD CULVERT OVER MOUTH
 GA1316'OF LOUDER CREEK, 8 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF
 GA1316'TRACK, 31 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, ABOUT 1
 GA1316'FOOT BELOW LEVEL OF TRACK AND ABOUT 4 1/2 FEET ABOVE LEVEL
 GA1316'OF HIGHWAY.
 GA1316
 GA1316                          STATION RECOVERY (1956)
 GA1316
 GA1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0979 ***********************************************************************
 HA0979  DESIGNATION -  M 331
 HA0979  PID         -  HA0979
 HA0979  STATE/COUNTY-  KY/HENDERSON
 HA0979  USGS QUAD   -  CABORN (1978)
 HA0979
 HA0979                         *CURRENT SURVEY CONTROL
 HA0979  ___________________________________________________________________
 HA0979* NAD 83(1986)-  37 52 43.     (N)    087 50 43.     (W)     SCALED    
 HA0979* NAVD 88     -       109.106  (meters)     357.96   (feet)  ADJUSTED  
 HA0979  ___________________________________________________________________
 HA0979  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HA0979  DYNAMIC HT  -         109.031 (meters)     357.71  (feet)  COMP
 HA0979  MODELED GRAV-     979,944.0   (mgal)                       NAVD 88
 HA0979
 HA0979  VERT ORDER  -  FIRST     CLASS II
 HA0979
 HA0979.The horizontal coordinates were scaled from a topographic map and have
 HA0979.an estimated accuracy of +/- 6 seconds.
 HA0979
 HA0979.The orthometric height was determined by differential leveling
 HA0979.and adjusted by the National Geodetic Survey in June 1991..
 HA0979
 HA0979.The geoid height was determined by GEOID03.
 HA0979
 HA0979.The dynamic height is computed by dividing the NAVD 88
 HA0979.geopotential number by the normal gravity value computed on the
 HA0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0979.degrees latitude (g = 980.6199 gals.).
 HA0979
 HA0979.The modeled gravity was interpolated from observed gravity values.
 HA0979
 HA0979;                    North         East    Units  Estimated Accuracy
 HA0979;SPC KY1Z     - 1,173,570.    1,315,700.      MT  (+/- 180 meters Scaled)
 HA0979
 HA0979                          SUPERSEDED SURVEY CONTROL
 HA0979
 HA0979  NGVD 29 (??/??/92)  109.206  (m)          358.29   (f) ADJ UNCH    1 2
 HA0979
 HA0979.Superseded values are not recommended for survey control.
 HA0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0979.See file dsdata.txt to determine how the superseded data were derived.
 HA0979
 HA0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG256926(NAD 83)
 HA0979_MARKER: DB = BENCH MARK DISK
 HA0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0979_STAMPING: M 331 1953
 HA0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0979+STABILITY: SURFACE MOTION
 HA0979
 HA0979  HISTORY     - Date     Condition        Report By
 HA0979  HISTORY     - 1953     MONUMENTED       CGS
 HA0979  HISTORY     - 1964     GOOD             FAS
 HA0979
 HA0979                          STATION DESCRIPTION
 HA0979
 HA0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0979'17 MI NE FROM UNIONTOWN.
 HA0979'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGWHAY 360 FROM THE
 HA0979'INTERSECTION OF MAIN STREET AT UNIONTOWN, THENCE ABOUT 5.65 MILES
 HA0979'NORTHEAST AND NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 6.9 MILES
 HA0979'WEST AND NORTH ALONG A ROAD FOLLOWING THE OHIO RIVER UPSTREAM TO
 HA0979'THE JUNCTION OF STATE HIGWHAY 136 AT A POINT ABOUT 0.15 MILE
 HA0979'SOUTH OF THE FERRY LANDING LEADING TO MOUNT VERNON, POSEY COUNTY,
 HA0979'INDIANA, THENCE ABOUT 3.85 MILES SOUTHEAST ALONG STATE HIGHWAY 136,
 HA0979'ABOUT 0.3 MILE SOUTHEAST OF A GRAVEL ROAD LEADING SOUTH, ABOUT
 HA0979'0.45 MILE NORTHWEST OF A GRAVEL ROAD SOUTH, 37 FEET SOUTH-SOUTHWEST
 HA0979'OF CENTER LINE OF HIGHWAY, 86 1/2 FEET NORTH-NORTHEAST OF EAST
 HA0979'CORNER OF CONCRETE FOUNDATION OF AN ABANDONED TWO-STORY HOUSE, 89
 HA0979'FEET NORTHEAST OF NORTH CORNER OF SAME HOUSE, 17 1/2 FEET NORTHWEST
 HA0979'OF CENTER LINE OF A DRIVE SOUTHWEST, 2 FEET NORTH OF A WHITE
 HA0979'WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY AND SET
 HA0979'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HA0979
 HA0979                          STATION RECOVERY (1964)
 HA0979
 HA0979'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0672 ***********************************************************************
 HA0672  DESIGNATION -  M 332
 HA0672  PID         -  HA0672
 HA0672  STATE/COUNTY-  KY/DAVIESS
 HA0672  USGS QUAD   -  OWENSBORO EAST (1982)
 HA0672
 HA0672                         *CURRENT SURVEY CONTROL
 HA0672  ___________________________________________________________________
 HA0672* NAD 83(1986)-  37 46 49.     (N)    087 04 50.     (W)     SCALED    
 HA0672* NAVD 88     -       124.603  (meters)     408.80   (feet)  ADJUSTED  
 HA0672  ___________________________________________________________________
 HA0672  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HA0672  DYNAMIC HT  -         124.518 (meters)     408.52  (feet)  COMP
 HA0672  MODELED GRAV-     979,943.7   (mgal)                       NAVD 88
 HA0672
 HA0672  VERT ORDER  -  FIRST     CLASS II
 HA0672
 HA0672.The horizontal coordinates were scaled from a topographic map and have
 HA0672.an estimated accuracy of +/- 6 seconds.
 HA0672
 HA0672.The orthometric height was determined by differential leveling
 HA0672.and adjusted by the National Geodetic Survey in June 1991..
 HA0672
 HA0672.The geoid height was determined by GEOID03.
 HA0672
 HA0672.The dynamic height is computed by dividing the NAVD 88
 HA0672.geopotential number by the normal gravity value computed on the
 HA0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0672.degrees latitude (g = 980.6199 gals.).
 HA0672
 HA0672.The modeled gravity was interpolated from observed gravity values.
 HA0672
 HA0672;                    North         East    Units  Estimated Accuracy
 HA0672;SPC KY1Z     - 1,161,420.    1,382,800.      MT  (+/- 180 meters Scaled)
 HA0672
 HA0672                          SUPERSEDED SURVEY CONTROL
 HA0672
 HA0672  NGVD 29 (??/??/92)  124.705  (m)          409.14   (f) ADJ UNCH    1 2
 HA0672
 HA0672.Superseded values are not recommended for survey control.
 HA0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0672.See file dsdata.txt to determine how the superseded data were derived.
 HA0672
 HA0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG929814(NAD 83)
 HA0672_MARKER: DB = BENCH MARK DISK
 HA0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0672_SP_SET: BUILDING
 HA0672_STAMPING: M 332 1953
 HA0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0672
 HA0672  HISTORY     - Date     Condition        Report By
 HA0672  HISTORY     - 1953     MONUMENTED       CGS
 HA0672
 HA0672                          STATION DESCRIPTION
 HA0672
 HA0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0672'2 MI E FROM OWENSBORO.
 HA0672'ABOUT 1.95 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE COURT HOUSE
 HA0672'AT OWENSBORO, AT U.S. HIGHWAY 60 AND STEWART CENTER, SET
 HA0672'VERTICALLY IN THE NORTHWEST BRICK FACE OF WYNDALLS SUPER MARKET,
 HA0672'31 FEET SOUTHEAST OF SOUTHEAST CURB OF HIGHWAY, 0.8 FOOT SOUTHWEST
 HA0672'OF NORTH CORNER OF BUILDING AND 1 FOOT ABOVE TOP OF CONCRETE
 HA0672'PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0429 ***********************************************************************
 HA0429  DESIGNATION -  M 333
 HA0429  PID         -  HA0429
 HA0429  STATE/COUNTY-  KY/HANCOCK
 HA0429  USGS QUAD   -  TELL CITY (1980)
 HA0429
 HA0429                         *CURRENT SURVEY CONTROL
 HA0429  ___________________________________________________________________
 HA0429* NAD 83(1986)-  37 57 51.     (N)    086 47 56.     (W)     SCALED    
 HA0429* NAVD 88     -       118.130  (meters)     387.56   (feet)  ADJUSTED  
 HA0429  ___________________________________________________________________
 HA0429  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 HA0429  DYNAMIC HT  -         118.047 (meters)     387.29  (feet)  COMP
 HA0429  MODELED GRAV-     979,927.4   (mgal)                       NAVD 88
 HA0429
 HA0429  VERT ORDER  -  FIRST     CLASS II
 HA0429
 HA0429.The horizontal coordinates were scaled from a topographic map and have
 HA0429.an estimated accuracy of +/- 6 seconds.
 HA0429
 HA0429.The orthometric height was determined by differential leveling
 HA0429.and adjusted by the National Geodetic Survey in June 1991..
 HA0429
 HA0429.The geoid height was determined by GEOID03.
 HA0429
 HA0429.The dynamic height is computed by dividing the NAVD 88
 HA0429.geopotential number by the normal gravity value computed on the
 HA0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0429.degrees latitude (g = 980.6199 gals.).
 HA0429
 HA0429.The modeled gravity was interpolated from observed gravity values.
 HA0429
 HA0429;                    North         East    Units  Estimated Accuracy
 HA0429;SPC KY1Z     - 1,181,510.    1,407,840.      MT  (+/- 180 meters Scaled)
 HA0429
 HA0429                          SUPERSEDED SURVEY CONTROL
 HA0429
 HA0429  NGVD 29 (??/??/92)  118.237  (m)          387.92   (f) ADJ UNCH    1 2
 HA0429
 HA0429.Superseded values are not recommended for survey control.
 HA0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0429.See file dsdata.txt to determine how the superseded data were derived.
 HA0429
 HA0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH176018(NAD 83)
 HA0429_MARKER: DB = BENCH MARK DISK
 HA0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0429_STAMPING: M 333 1953
 HA0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0429+STABILITY: SURFACE MOTION
 HA0429
 HA0429  HISTORY     - Date     Condition        Report By
 HA0429  HISTORY     - 1953     MONUMENTED       CGS
 HA0429
 HA0429                          STATION DESCRIPTION
 HA0429
 HA0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0429'8.6 MI NE FROM LEWISPORT.
 HA0429'ABOUT 8.55 MILES NORTHEAST AND SOUTHEAST ALONG STATE HIGHWAY
 HA0429'334 FROM THE BAPTIST CHURCH AT LEWISPORT, ABOUT 0.3 MILE SOUTHEAST
 HA0429'OF A DIM CROSSROAD, AT THE JUNCTION OF A DIM ROAD SOUTHWEST, 36
 HA0429'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 30 1/2 FEET
 HA0429'SOUTH-SOUTHWEST OF SOUTHEAST END OF SOUTHWEST HEAD WALL OF AN
 HA0429'18-INCH PIPE CULVERT UNDER HIGHWAY, 33 1/2 FEET NORTH AND
 HA0429'ACROSS DIM ROAD FROM A LONE 60-INCH OAK TREE, 11 FEET NORTHWEST
 HA0429'OF CENTER LINE OF DIM ROAD, 2 FEET SOUTH OF A WHITE WOODEN
 HA0429'WITNESS POST, 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 HA0429'OF A CONCRETE POST PROJECTING 4 INCHES.  MARK MAY BE REACHED
 HA0429'FROM THE COURT HOUSE AT HAWESVILLE, HANCOCK COUNTY, BY GOING
 HA0429'ABOUT 0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 60, THENCE ABOUT
 HA0429'5.3 MILES NORTHWEST ALONG STATE HIGHWAY 334.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2346 ***********************************************************************
 GZ2346  DESIGNATION -  M 334
 GZ2346  PID         -  GZ2346
 GZ2346  STATE/COUNTY-  KY/HARDIN
 GZ2346  USGS QUAD   -  FORT KNOX (1991)
 GZ2346
 GZ2346                         *CURRENT SURVEY CONTROL
 GZ2346  ___________________________________________________________________
 GZ2346* NAD 83(1986)-  37 58 02.     (N)    085 57 50.     (W)     SCALED    
 GZ2346* NAVD 88     -       166.299  (meters)     545.60   (feet)  ADJUSTED  
 GZ2346  ___________________________________________________________________
 GZ2346  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GZ2346  DYNAMIC HT  -         166.181 (meters)     545.21  (feet)  COMP
 GZ2346  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 GZ2346
 GZ2346  VERT ORDER  -  FIRST     CLASS II
 GZ2346
 GZ2346.The horizontal coordinates were scaled from a topographic map and have
 GZ2346.an estimated accuracy of +/- 6 seconds.
 GZ2346
 GZ2346.The orthometric height was determined by differential leveling
 GZ2346.and adjusted by the National Geodetic Survey in June 1991..
 GZ2346
 GZ2346.The geoid height was determined by GEOID03.
 GZ2346
 GZ2346.The dynamic height is computed by dividing the NAVD 88
 GZ2346.geopotential number by the normal gravity value computed on the
 GZ2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2346.degrees latitude (g = 980.6199 gals.).
 GZ2346
 GZ2346.The modeled gravity was interpolated from observed gravity values.
 GZ2346
 GZ2346;                    North         East    Units  Estimated Accuracy
 GZ2346;SPC KY1Z     - 1,181,360.    1,481,210.      MT  (+/- 180 meters Scaled)
 GZ2346
 GZ2346                          SUPERSEDED SURVEY CONTROL
 GZ2346
 GZ2346  NGVD 29 (??/??/92)  166.425  (m)          546.01   (f) ADJ UNCH    1 2
 GZ2346
 GZ2346.Superseded values are not recommended for survey control.
 GZ2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2346.See file dsdata.txt to determine how the superseded data were derived.
 GZ2346
 GZ2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH910026(NAD 83)
 GZ2346_MARKER: DB = BENCH MARK DISK
 GZ2346_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2346_SP_SET: ROCK CUT
 GZ2346_STAMPING: M334 1953
 GZ2346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2346+STABILITY: POSITION/ELEVATION WELL
 GZ2346
 GZ2346  HISTORY     - Date     Condition        Report By
 GZ2346  HISTORY     - 1953     MONUMENTED       CGS
 GZ2346
 GZ2346                          STATION DESCRIPTION
 GZ2346
 GZ2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2346'2.1 MI SW FROM WEST POINT.
 GZ2346'2.1 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GZ2346'THE INTERSECTION OF THE LOUISVILLE AND NASHVILLE RAILROAD AT
 GZ2346'WEST POINT, ABOUT 4 POLES SOUTHWEST OF A HIGH STEEL TRESTLE,
 GZ2346'11 1/2 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST RAIL, 313
 GZ2346'WEST-SOUTHWEST OF SIGNAL LITE 23.2, 42 1/2 FEET SOUTH AND ACROSS
 GZ2346'THE TRACK FROM TELEPHONE POLE 840, 70 FEET NORTHEAST OF THE
 GZ2346'SOUTHWEST END OF THE CUT, SET VERTICALLY ABOUT 2 1/2 FEET
 GZ2346'ABOVE THE TRACK IN THE FACE OF A ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0995 ***********************************************************************
 HA0995  DESIGNATION -  M 335
 HA0995  PID         -  HA0995
 HA0995  STATE/COUNTY-  KY/HENDERSON
 HA0995  USGS QUAD   -  WILSON (1993)
 HA0995
 HA0995                         *CURRENT SURVEY CONTROL
 HA0995  ___________________________________________________________________
 HA0995* NAD 83(1986)-  37 50 14.     (N)    087 41 29.     (W)     SCALED    
 HA0995* NAVD 88     -       119.040  (meters)     390.55   (feet)  ADJUSTED  
 HA0995  ___________________________________________________________________
 HA0995  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HA0995  DYNAMIC HT  -         118.957 (meters)     390.28  (feet)  COMP
 HA0995  MODELED GRAV-     979,937.2   (mgal)                       NAVD 88
 HA0995
 HA0995  VERT ORDER  -  FIRST     CLASS II
 HA0995
 HA0995.The horizontal coordinates were scaled from a topographic map and have
 HA0995.an estimated accuracy of +/- 6 seconds.
 HA0995
 HA0995.The orthometric height was determined by differential leveling
 HA0995.and adjusted by the National Geodetic Survey in June 1991..
 HA0995
 HA0995.The geoid height was determined by GEOID03.
 HA0995
 HA0995.The dynamic height is computed by dividing the NAVD 88
 HA0995.geopotential number by the normal gravity value computed on the
 HA0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0995.degrees latitude (g = 980.6199 gals.).
 HA0995
 HA0995.The modeled gravity was interpolated from observed gravity values.
 HA0995
 HA0995;                    North         East    Units  Estimated Accuracy
 HA0995;SPC KY1Z     - 1,168,680.    1,329,140.      MT  (+/- 180 meters Scaled)
 HA0995
 HA0995                          SUPERSEDED SURVEY CONTROL
 HA0995
 HA0995  NGVD 29 (??/??/92)  119.140  (m)          390.88   (f) ADJ UNCH    1 2
 HA0995
 HA0995.Superseded values are not recommended for survey control.
 HA0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0995.See file dsdata.txt to determine how the superseded data were derived.
 HA0995
 HA0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG391879(NAD 83)
 HA0995_MARKER: DB = BENCH MARK DISK
 HA0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0995_STAMPING: M 335 1953
 HA0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0995+STABILITY: SURFACE MOTION
 HA0995
 HA0995  HISTORY     - Date     Condition        Report By
 HA0995  HISTORY     - 1953     MONUMENTED       CGS
 HA0995  HISTORY     - 1964     MARK NOT FOUND   FAS
 HA0995  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0995  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0995  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0995
 HA0995                          STATION DESCRIPTION
 HA0995
 HA0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0995'1.8 MI N FROM GENEVA.
 HA0995'ABOUT 1.85 MILES NORTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 HA0995'INTERSECTION OF STATE HIGHWAY 136 AT GENEVA, ABOUT 1.0 MILE NORTH
 HA0995'OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST, ABOUT 110
 HA0995'YARDS SOUTH OF A CURVE IN THE ROAD WITH TANGENTS EXTENDING SOUTH
 HA0995'AND NORTHWEST, BETWEEN TWO LOW RIDGES, 16 FEET WEST OF THE CENTER
 HA0995'LINE OF ROAD, 1 FOOT EAST OF A FENCE LINE, 47 FEET NORTH OF A
 HA0995'16-INCH LOCUST TREE WHICH IS IN A FENCE CORNER OF A FENCE LEADING
 HA0995'NORTHWEST OF THE CENTER OF A LARGE BARN, 18 FEET NORTH OF A
 HA0995'12-INCH LOCUST TREE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF
 HA0995'A CONCRETE POST PROJECTING 3 INCHES.
 HA0995
 HA0995                          STATION RECOVERY (1964)
 HA0995
 HA0995'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964
 HA0995'MARK NOT FOUND.
 HA0995
 HA0995                          STATION RECOVERY (1976)
 HA0995
 HA0995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0995'MARK NOT FOUND.
 HA0995
 HA0995                          STATION RECOVERY (1976)
 HA0995
 HA0995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0995'MARK NOT FOUND.
 HA0995
 HA0995                          STATION RECOVERY (1988)
 HA0995
 HA0995'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1031 ***********************************************************************
 HA1031  DESIGNATION -  M 336
 HA1031  PID         -  HA1031
 HA1031  STATE/COUNTY-  KY/HENDERSON
 HA1031  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1031
 HA1031                         *CURRENT SURVEY CONTROL
 HA1031  ___________________________________________________________________
 HA1031* NAD 83(1986)-  37 53 25.     (N)    087 33 13.     (W)     SCALED    
 HA1031* NAVD 88     -       114.436  (meters)     375.45   (feet)  ADJUSTED  
 HA1031  ___________________________________________________________________
 HA1031  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HA1031  DYNAMIC HT  -         114.357 (meters)     375.19  (feet)  COMP
 HA1031  MODELED GRAV-     979,941.1   (mgal)                       NAVD 88
 HA1031
 HA1031  VERT ORDER  -  FIRST     CLASS II
 HA1031
 HA1031.The horizontal coordinates were scaled from a topographic map and have
 HA1031.an estimated accuracy of +/- 6 seconds.
 HA1031
 HA1031.The orthometric height was determined by differential leveling
 HA1031.and adjusted by the National Geodetic Survey in June 1991..
 HA1031
 HA1031.The geoid height was determined by GEOID03.
 HA1031
 HA1031.The dynamic height is computed by dividing the NAVD 88
 HA1031.geopotential number by the normal gravity value computed on the
 HA1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1031.degrees latitude (g = 980.6199 gals.).
 HA1031
 HA1031.The modeled gravity was interpolated from observed gravity values.
 HA1031
 HA1031;                    North         East    Units  Estimated Accuracy
 HA1031;SPC KY1Z     - 1,174,330.    1,341,370.      MT  (+/- 180 meters Scaled)
 HA1031
 HA1031                          SUPERSEDED SURVEY CONTROL
 HA1031
 HA1031  NGVD 29 (??/??/92)  114.530  (m)          375.75   (f) ADJ UNCH    1 2
 HA1031
 HA1031.Superseded values are not recommended for survey control.
 HA1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1031.See file dsdata.txt to determine how the superseded data were derived.
 HA1031
 HA1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG513937(NAD 83)
 HA1031_MARKER: DB = BENCH MARK DISK
 HA1031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA1031_SP_SET: CULVERT
 HA1031_STAMPING: M 336 1953
 HA1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1031
 HA1031  HISTORY     - Date     Condition        Report By
 HA1031  HISTORY     - 1953     MONUMENTED       CGS
 HA1031  HISTORY     - 1965     GOOD             NGS
 HA1031
 HA1031                          STATION DESCRIPTION
 HA1031
 HA1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HA1031'2.8 MI N FROM HENDERSON.
 HA1031'ABOUT 2.55 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE U.S.
 HA1031'HIGHWAYS 60 AND 641 OVERPASS AT HENDERSON, THENCE 0.2 MILE
 HA1031'NORTHEAST ALONG A GRAVELED ROAD, 13 1/2 FEET SOUTHEAST OF THE
 HA1031'CENTER LINE OF THE GRAVELED ROAD, AND SET IN THE CENTER OF THE
 HA1031'TOP OF THE SOUTHEAST HEADWALL OF A 2-CHANNEL CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0614 ***********************************************************************
 HA0614  DESIGNATION -  M 337
 HA0614  PID         -  HA0614
 HA0614  STATE/COUNTY-  KY/HENDERSON
 HA0614  USGS QUAD   -  YANKEETOWN (1983)
 HA0614
 HA0614                         *CURRENT SURVEY CONTROL
 HA0614  ___________________________________________________________________
 HA0614* NAD 83(1986)-  37 53 06.     (N)    087 19 09.     (W)     SCALED    
 HA0614* NAVD 88     -       114.984  (meters)     377.24   (feet)  ADJUSTED  
 HA0614  ___________________________________________________________________
 HA0614  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HA0614  DYNAMIC HT  -         114.905 (meters)     376.98  (feet)  COMP
 HA0614  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 HA0614
 HA0614  VERT ORDER  -  FIRST     CLASS II
 HA0614
 HA0614.The horizontal coordinates were scaled from a topographic map and have
 HA0614.an estimated accuracy of +/- 6 seconds.
 HA0614
 HA0614.The orthometric height was determined by differential leveling
 HA0614.and adjusted by the National Geodetic Survey in June 1991..
 HA0614.WARNING-Repeat measurements at this control monument indicate possible
 HA0614.vertical movement.
 HA0614
 HA0614.The geoid height was determined by GEOID03.
 HA0614
 HA0614.The dynamic height is computed by dividing the NAVD 88
 HA0614.geopotential number by the normal gravity value computed on the
 HA0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0614.degrees latitude (g = 980.6199 gals.).
 HA0614
 HA0614.The modeled gravity was interpolated from observed gravity values.
 HA0614
 HA0614;                    North         East    Units  Estimated Accuracy
 HA0614;SPC KY1Z     - 1,173,370.    1,361,980.      MT  (+/- 180 meters Scaled)
 HA0614
 HA0614                          SUPERSEDED SURVEY CONTROL
 HA0614
 HA0614  NGVD 29 (??/??/92)  115.073  (m)          377.54   (f) ADJ UNCH    1 2
 HA0614
 HA0614.Superseded values are not recommended for survey control.
 HA0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0614.See file dsdata.txt to determine how the superseded data were derived.
 HA0614
 HA0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG719931(NAD 83)
 HA0614_MARKER: DB = BENCH MARK DISK
 HA0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0614_STAMPING: M 337 1953
 HA0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0614+STABILITY: SURFACE MOTION
 HA0614
 HA0614  HISTORY     - Date     Condition        Report By
 HA0614  HISTORY     - 1953     MONUMENTED       CGS
 HA0614  HISTORY     - 1962     GOOD             NGS
 HA0614
 HA0614                          STATION DESCRIPTION
 HA0614
 HA0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0614'0.3 MI E FROM CARLINBURG.
 HA0614'ABOUT 0.15 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION
 HA0614'OF A ROAD WEST TO BEALS AT CARLINBURG, THENCE ABOUT 0.15 MILE
 HA0614'EAST ALONG A GRAVEL ROAD, 20 1/2 FEET SOUTH OF CENTER LINE OF
 HA0614'ROAD, 124 FEET EAST OF CENTER OF NORTH END OF A 4-FOOT PIPE
 HA0614'CULVERT WITH CONCRETE HEAD WALL AND WING WALLS, IN A PATCH OF
 HA0614'WOODS, 15 FEET SOUTHEAST OF A TRIANGULAR BLAZED 20-INCH OAK
 HA0614'TREE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 HA0614'POST PROJECTING 3 INCHES.
 HA0614
 HA0614                          STATION RECOVERY (1962)
 HA0614
 HA0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HA0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0486 ***********************************************************************
 HA0486  DESIGNATION -  M 338
 HA0486  PID         -  HA0486
 HA0486  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0486  USGS QUAD   -  ROME (1993)
 HA0486
 HA0486                         *CURRENT SURVEY CONTROL
 HA0486  ___________________________________________________________________
 HA0486* NAD 83(1986)-  37 55 12.     (N)    086 30 49.     (W)     SCALED    
 HA0486* NAVD 88     -       122.576  (meters)     402.15   (feet)  ADJUSTED  
 HA0486  ___________________________________________________________________
 HA0486  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HA0486  DYNAMIC HT  -         122.488 (meters)     401.86  (feet)  COMP
 HA0486  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 HA0486
 HA0486  VERT ORDER  -  FIRST     CLASS II
 HA0486
 HA0486.The horizontal coordinates were scaled from a topographic map and have
 HA0486.an estimated accuracy of +/- 6 seconds.
 HA0486
 HA0486.The orthometric height was determined by differential leveling
 HA0486.and adjusted by the National Geodetic Survey in June 1991..
 HA0486
 HA0486.The geoid height was determined by GEOID03.
 HA0486
 HA0486.The dynamic height is computed by dividing the NAVD 88
 HA0486.geopotential number by the normal gravity value computed on the
 HA0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0486.degrees latitude (g = 980.6199 gals.).
 HA0486
 HA0486.The modeled gravity was interpolated from observed gravity values.
 HA0486
 HA0486;                    North         East    Units  Estimated Accuracy
 HA0486;SPC KY1Z     - 1,176,370.    1,432,860.      MT  (+/- 180 meters Scaled)
 HA0486
 HA0486                          SUPERSEDED SURVEY CONTROL
 HA0486
 HA0486  NGVD 29 (??/??/92)  122.676  (m)          402.48   (f) ADJ UNCH    1 2
 HA0486
 HA0486.Superseded values are not recommended for survey control.
 HA0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0486.See file dsdata.txt to determine how the superseded data were derived.
 HA0486
 HA0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG427970(NAD 83)
 HA0486_MARKER: DB = BENCH MARK DISK
 HA0486_SETTING: 80 = SET IN A BOULDER
 HA0486_SP_SET: BOULDER
 HA0486_STAMPING: M 338 1953
 HA0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0486+STABILITY: SURFACE MOTION
 HA0486
 HA0486  HISTORY     - Date     Condition        Report By
 HA0486  HISTORY     - 1953     MONUMENTED       CGS
 HA0486
 HA0486                          STATION DESCRIPTION
 HA0486
 HA0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HA0486'1.2 MI NE FROM STEPHENSPORT.
 HA0486'ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 64 FROM THE
 HA0486'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD TO A POINT
 HA0486'ABOUT 0.05 MILE EAST OF EAST END OF BRIDGE OVER SINKING CREEK,
 HA0486'THENCE ABOUT 0.1 MILE NORTHWEST AND ABOUT 0.6 MILE NORTHEAST
 HA0486'ALONG A DIM ROAD, ABOUT 0.45 MILE SOUTHWEST OF A SMALL HOUSE,
 HA0486'SET VERTICALLY ABOUT 2 FEET ABOVE THE GROUND IN THE SLANTING
 HA0486'NORTHWEST FACE OF A 5-FOOT HIGH, 12-FOOT LONG 3-FOOT THICK
 HA0486'UPENDED EMBEDDED BOULDER, 24 FEET SOUTHEAST OF CENTER LINE OF
 HA0486'ROAD, AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0315 ***********************************************************************
 JA0315  DESIGNATION -  M 339
 JA0315  PID         -  JA0315
 JA0315  STATE/COUNTY-  KY/MEADE
 JA0315  USGS QUAD   -  NEW AMSTERDAM (1978)
 JA0315
 JA0315                         *CURRENT SURVEY CONTROL
 JA0315  ___________________________________________________________________
 JA0315* NAD 83(1986)-  38 06 45.     (N)    086 20 21.     (W)     SCALED    
 JA0315* NAVD 88     -       233.446  (meters)     765.90   (feet)  ADJUSTED  
 JA0315  ___________________________________________________________________
 JA0315  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0315  DYNAMIC HT  -         233.277 (meters)     765.34  (feet)  COMP
 JA0315  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 JA0315
 JA0315  VERT ORDER  -  FIRST     CLASS II
 JA0315
 JA0315.The horizontal coordinates were scaled from a topographic map and have
 JA0315.an estimated accuracy of +/- 6 seconds.
 JA0315
 JA0315.The orthometric height was determined by differential leveling
 JA0315.and adjusted by the National Geodetic Survey in June 1991..
 JA0315
 JA0315.The geoid height was determined by GEOID03.
 JA0315
 JA0315.The dynamic height is computed by dividing the NAVD 88
 JA0315.geopotential number by the normal gravity value computed on the
 JA0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0315.degrees latitude (g = 980.6199 gals.).
 JA0315
 JA0315.The modeled gravity was interpolated from observed gravity values.
 JA0315
 JA0315;                    North         East    Units  Estimated Accuracy
 JA0315;SPC KY1Z     - 1,197,620.    1,448,340.      MT  (+/- 180 meters Scaled)
 JA0315
 JA0315                          SUPERSEDED SURVEY CONTROL
 JA0315
 JA0315  NGVD 29 (??/??/92)  233.548  (m)          766.23   (f) ADJ UNCH    1 2
 JA0315
 JA0315.Superseded values are not recommended for survey control.
 JA0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0315.See file dsdata.txt to determine how the superseded data were derived.
 JA0315
 JA0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH579185(NAD 83)
 JA0315_MARKER: DB = BENCH MARK DISK
 JA0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0315_STAMPING: M 339 1953
 JA0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0315+STABILITY: SURFACE MOTION
 JA0315
 JA0315  HISTORY     - Date     Condition        Report By
 JA0315  HISTORY     - 1953     MONUMENTED       CGS
 JA0315
 JA0315                          STATION DESCRIPTION
 JA0315
 JA0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0315'3.8 MI NE FROM WOLF CREEK.
 JA0315'3.8 MILES NORTHEAST AND EAST ALONG A HIGHWAY FROM THE POST OFFICE
 JA0315'AT WOLF CREEK, IN THE Y OF JUNCTION OF OLD ROAD LEADING
 JA0315'SOUTHWEST, AT THE NORTHEAST CORNER OF ROAD TRIANGLE, ON THE
 JA0315'OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 JA0315'NORTHWEST, 31 FEET SOUTH OF CENTER LINE OF HIGHWAY, 52 FEET
 JA0315'NORTHWEST OF CENTER LINE OF OLD ROAD, 475 FEET SOUTHWEST OF
 JA0315'5-FOOT HIGH CONCRETE HIGHWAY PROJECT MARKER POST, 7 FEET NORTH
 JA0315'OF A 5-INCH CEDAR TREE, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND
 JA0315'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0023 ***********************************************************************
 HZ0023  DESIGNATION -  M 34
 HZ0023  PID         -  HZ0023
 HZ0023  STATE/COUNTY-  KY/BRACKEN
 HZ0023  USGS QUAD   -  BROOKSVILLE (1976)
 HZ0023
 HZ0023                         *CURRENT SURVEY CONTROL
 HZ0023  ___________________________________________________________________
 HZ0023* NAD 83(1986)-  38 40 35.     (N)    084 04 22.     (W)     SCALED    
 HZ0023* NAVD 88     -       285.425  (meters)     936.43   (feet)  ADJUSTED  
 HZ0023  ___________________________________________________________________
 HZ0023  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ0023  DYNAMIC HT  -         285.233 (meters)     935.80  (feet)  COMP
 HZ0023  MODELED GRAV-     979,948.1   (mgal)                       NAVD 88
 HZ0023
 HZ0023  VERT ORDER  -  SECOND    CLASS 0
 HZ0023
 HZ0023.The horizontal coordinates were scaled from a topographic map and have
 HZ0023.an estimated accuracy of +/- 6 seconds.
 HZ0023
 HZ0023.The orthometric height was determined by differential leveling
 HZ0023.and adjusted by the National Geodetic Survey in June 1991..
 HZ0023
 HZ0023.The geoid height was determined by GEOID03.
 HZ0023
 HZ0023.The dynamic height is computed by dividing the NAVD 88
 HZ0023.geopotential number by the normal gravity value computed on the
 HZ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0023.degrees latitude (g = 980.6199 gals.).
 HZ0023
 HZ0023.The modeled gravity was interpolated from observed gravity values.
 HZ0023
 HZ0023;                    North         East    Units  Estimated Accuracy
 HZ0023;SPC KY1Z     - 1,261,360.    1,645,940.      MT  (+/- 180 meters Scaled)
 HZ0023
 HZ0023                          SUPERSEDED SURVEY CONTROL
 HZ0023
 HZ0023  NGVD 29 (??/??/92)  285.661  (m)          937.21   (f) ADJ UNCH    2 0
 HZ0023
 HZ0023.Superseded values are not recommended for survey control.
 HZ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0023.See file dsdata.txt to determine how the superseded data were derived.
 HZ0023
 HZ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH546849(NAD 83)
 HZ0023_MARKER: DB = BENCH MARK DISK
 HZ0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0023_STAMPING: M 34 1935 937.206
 HZ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0023+STABILITY: SURFACE MOTION
 HZ0023
 HZ0023  HISTORY     - Date     Condition        Report By
 HZ0023  HISTORY     - 1935     MONUMENTED       CGS
 HZ0023  HISTORY     - 1955     GOOD             NGS
 HZ0023
 HZ0023                          STATION DESCRIPTION
 HZ0023
 HZ0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0023'0.6 MI SW FROM BROOKSVILLE.
 HZ0023'0.6 MILE SOUTHWEST ALONG STATE HIGHWAYS 10 AND 19 FROM THE
 HZ0023'CITY HALL BROOKSVILLE, AT THE NORTH CORNER OF THE I.O.O.F.
 HZ0023'ADELPHIAN CEMETERY, 147.0 FEET NORTHEAST OF THE CENTER OF THE
 HZ0023'ENTRANCE DRIVE TO CEMETERY, 38.0 FEET SOUTHEAST OF THE CENTER
 HZ0023'LINE OF HIGHWAY, 17.5 FEET EAST OF THE SIGN CITY LIMITS, 2.4
 HZ0023'FEET SOUTHWEST OF THE NORTHEAST BOUNDARY FENCE, 4 FEET ABOVE
 HZ0023'THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JA0322 ***********************************************************************
 JA0322  DESIGNATION -  M 340
 JA0322  PID         -  JA0322
 JA0322  STATE/COUNTY-  KY/MEADE
 JA0322  USGS QUAD   -  LEAVENWORTH (1980)
 JA0322
 JA0322                         *CURRENT SURVEY CONTROL
 JA0322  ___________________________________________________________________
 JA0322* NAD 83(1986)-  38 09 11.     (N)    086 17 53.     (W)     SCALED    
 JA0322* NAVD 88     -       135.169  (meters)     443.47   (feet)  ADJUSTED  
 JA0322  ___________________________________________________________________
 JA0322  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JA0322  DYNAMIC HT  -         135.073 (meters)     443.15  (feet)  COMP
 JA0322  MODELED GRAV-     979,919.8   (mgal)                       NAVD 88
 JA0322
 JA0322  VERT ORDER  -  FIRST     CLASS II
 JA0322
 JA0322.The horizontal coordinates were scaled from a topographic map and have
 JA0322.an estimated accuracy of +/- 6 seconds.
 JA0322
 JA0322.The orthometric height was determined by differential leveling
 JA0322.and adjusted by the National Geodetic Survey in June 1991..
 JA0322
 JA0322.The geoid height was determined by GEOID03.
 JA0322
 JA0322.The dynamic height is computed by dividing the NAVD 88
 JA0322.geopotential number by the normal gravity value computed on the
 JA0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0322.degrees latitude (g = 980.6199 gals.).
 JA0322
 JA0322.The modeled gravity was interpolated from observed gravity values.
 JA0322
 JA0322;                    North         East    Units  Estimated Accuracy
 JA0322;SPC KY1Z     - 1,202,100.    1,451,970.      MT  (+/- 180 meters Scaled)
 JA0322
 JA0322                          SUPERSEDED SURVEY CONTROL
 JA0322
 JA0322  NGVD 29 (??/??/92)  135.275  (m)          443.81   (f) ADJ UNCH    1 2
 JA0322
 JA0322.Superseded values are not recommended for survey control.
 JA0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0322.See file dsdata.txt to determine how the superseded data were derived.
 JA0322
 JA0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH615230(NAD 83)
 JA0322_MARKER: DB = BENCH MARK DISK
 JA0322_SETTING: 66 = SET IN ROCK OUTCROP
 JA0322_SP_SET: ROCK CUT
 JA0322_STAMPING: M 340 1953
 JA0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0322+STABILITY: POSITION/ELEVATION WELL
 JA0322
 JA0322  HISTORY     - Date     Condition        Report By
 JA0322  HISTORY     - 1953     MONUMENTED       CGS
 JA0322
 JA0322                          STATION DESCRIPTION
 JA0322
 JA0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0322'7.2 MI N FROM BATTLETOWN.
 JA0322'4.8 MILES NORTH ALONG STATE HIGHWAY 228 FROM THE SCHOOL AT
 JA0322'BATTLETOWN, THENCE ABOUT 2.35 MILES NORTHEAST AND NORTHWEST
 JA0322'ALONG A GRAVEL ROAD, ABOUT 0.35 MILE NORTHWEST OF BLUE RIVER
 JA0322'ISLAND BAPTIST CHURCH, 47 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 JA0322'ABOUT 60 FEET SOUTH OF A FENCE CORNER, SET VERTICALLY ABOUT 7
 JA0322'FEET ABOVE LEVEL OF ROAD IN THE 2-FOOT HIGH LAYER OF ROCK IN
 JA0322'A LAYERED ROCKY RAVINE AND WATERFALL, 7 FEET SOUTHEAST OF
 JA0322'NORTHWEST END OF EXPOSED PART OF LAYER OF ROCK AND 4 FEET
 JA0322'NORTHWEST OF SOUTHEAST END OF EXPOSED PART OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1386 ***********************************************************************
 HZ1386  DESIGNATION -  M 341
 HZ1386  PID         -  HZ1386
 HZ1386  STATE/COUNTY-  KY/JEFFERSON
 HZ1386  USGS QUAD   -  KOSMOSDALE (1994)
 HZ1386
 HZ1386                         *CURRENT SURVEY CONTROL
 HZ1386  ___________________________________________________________________
 HZ1386* NAD 83(1986)-  38 00 12.     (N)    085 56 00.     (W)     SCALED    
 HZ1386* NAVD 88     -       129.573  (meters)     425.11   (feet)  ADJUSTED  
 HZ1386  ___________________________________________________________________
 HZ1386  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HZ1386  DYNAMIC HT  -         129.482 (meters)     424.81  (feet)  COMP
 HZ1386  MODELED GRAV-     979,927.2   (mgal)                       NAVD 88
 HZ1386
 HZ1386  VERT ORDER  -  FIRST     CLASS II
 HZ1386
 HZ1386.The horizontal coordinates were scaled from a topographic map and have
 HZ1386.an estimated accuracy of +/- 6 seconds.
 HZ1386
 HZ1386.The orthometric height was determined by differential leveling
 HZ1386.and adjusted by the National Geodetic Survey in June 1991..
 HZ1386
 HZ1386.The geoid height was determined by GEOID03.
 HZ1386
 HZ1386.The dynamic height is computed by dividing the NAVD 88
 HZ1386.geopotential number by the normal gravity value computed on the
 HZ1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1386.degrees latitude (g = 980.6199 gals.).
 HZ1386
 HZ1386.The modeled gravity was interpolated from observed gravity values.
 HZ1386
 HZ1386;                    North         East    Units  Estimated Accuracy
 HZ1386;SPC KY1Z     - 1,185,360.    1,483,900.      MT  (+/- 180 meters Scaled)
 HZ1386
 HZ1386                          SUPERSEDED SURVEY CONTROL
 HZ1386
 HZ1386  NGVD 29 (??/??/92)  129.703  (m)          425.53   (f) ADJ UNCH    1 2
 HZ1386
 HZ1386.Superseded values are not recommended for survey control.
 HZ1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1386.See file dsdata.txt to determine how the superseded data were derived.
 HZ1386
 HZ1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH936067(NAD 83)
 HZ1386_MARKER: DB = BENCH MARK DISK
 HZ1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1386_STAMPING: M 341 1953
 HZ1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1386+STABILITY: SURFACE MOTION
 HZ1386
 HZ1386  HISTORY     - Date     Condition        Report By
 HZ1386  HISTORY     - 1953     MONUMENTED       CGS
 HZ1386
 HZ1386                          STATION DESCRIPTION
 HZ1386
 HZ1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HZ1386'0.8 MI NE FROM WEST POINT.
 HZ1386'ABOUT 0.65 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HZ1386'THE INTERSECTION OF THE LOUISVILLE AND NASHVILLE RAILROAD AT
 HZ1386'WEST POINT, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD,
 HZ1386'AT THE WEST POINT AIRPORT, LOCATED AT THE SOUTH CORNER OF HANGAR,
 HZ1386'95 1/2 FEET NORTHEAST OF NORTH CORNER OF ADMINSTRATION BUILDING
 HZ1386'AND MR. HUFF RESIDENCE, 14 1/2 FEET NORTH-NORTHWEST OF CENTER LINE
 HZ1386'OF A GATE, 1 FOOT SOUTHWEST OF SOUTH CORNER OF HANGAR, 2 FEET SOUTH
 HZ1386'OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE
 HZ1386'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2307 ***********************************************************************
 GZ2307  DESIGNATION -  M 342
 GZ2307  PID         -  GZ2307
 GZ2307  STATE/COUNTY-  KY/HARDIN
 GZ2307  USGS QUAD   -  CECILIA (1992)
 GZ2307
 GZ2307                         *CURRENT SURVEY CONTROL
 GZ2307  ___________________________________________________________________
 GZ2307* NAD 83(1986)-  37 40 46.     (N)    085 55 45.     (W)     SCALED    
 GZ2307* NAVD 88     -       228.216  (meters)     748.74   (feet)  ADJUSTED  
 GZ2307  ___________________________________________________________________
 GZ2307  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 GZ2307  DYNAMIC HT  -         228.044 (meters)     748.17  (feet)  COMP
 GZ2307  MODELED GRAV-     979,872.0   (mgal)                       NAVD 88
 GZ2307
 GZ2307  VERT ORDER  -  FIRST     CLASS II
 GZ2307
 GZ2307.The horizontal coordinates were scaled from a topographic map and have
 GZ2307.an estimated accuracy of +/- 6 seconds.
 GZ2307
 GZ2307.The orthometric height was determined by differential leveling
 GZ2307.and adjusted by the National Geodetic Survey in June 1991..
 GZ2307
 GZ2307.The geoid height was determined by GEOID03.
 GZ2307
 GZ2307.The dynamic height is computed by dividing the NAVD 88
 GZ2307.geopotential number by the normal gravity value computed on the
 GZ2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2307.degrees latitude (g = 980.6199 gals.).
 GZ2307
 GZ2307.The modeled gravity was interpolated from observed gravity values.
 GZ2307
 GZ2307;                    North         East    Units  Estimated Accuracy
 GZ2307;SPC KY1Z     - 1,149,410.    1,484,200.      MT  (+/- 180 meters Scaled)
 GZ2307
 GZ2307                          SUPERSEDED SURVEY CONTROL
 GZ2307
 GZ2307  NGVD 29 (??/??/92)  228.333  (m)          749.12   (f) ADJ UNCH    1 2
 GZ2307
 GZ2307.Superseded values are not recommended for survey control.
 GZ2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2307.See file dsdata.txt to determine how the superseded data were derived.
 GZ2307
 GZ2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG944707(NAD 83)
 GZ2307_MARKER: DB = BENCH MARK DISK
 GZ2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2307_STAMPING: M 342 1953
 GZ2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2307+STABILITY: SURFACE MOTION
 GZ2307
 GZ2307  HISTORY     - Date     Condition        Report By
 GZ2307  HISTORY     - 1953     MONUMENTED       CGS
 GZ2307  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GZ2307
 GZ2307                          STATION DESCRIPTION
 GZ2307
 GZ2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ2307'1.8 MI NE FROM CECILIA.
 GZ2307'1.85 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GZ2307'THE STATION AT CECELIA, ABOUT 0.2 MILE SOUTHWEST OF THE TOP OF A
 GZ2307'GRADE, 29 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 74 FEET
 GZ2307'EAST-SOUTHEAST AND ACROSS THE TRACK FROM POLE 2163, 32 1/2 FEET
 GZ2307'SOUTHWEST OF ANOTHER POLE, 2 1/2 FEET NORTHWEST OF A FENCE LINE,
 GZ2307'2 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 GZ2307'WITH THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 GZ2307'INCHES.
 GZ2307
 GZ2307                          STATION RECOVERY (1988)
 GZ2307
 GZ2307'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEP)
 GZ2307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1930 ***********************************************************************
 GZ1930  DESIGNATION -  M 343
 GZ1930  PID         -  GZ1930
 GZ1930  STATE/COUNTY-  KY/HART
 GZ1930  USGS QUAD   -  HORSE CAVE (1966)
 GZ1930
 GZ1930                         *CURRENT SURVEY CONTROL
 GZ1930  ___________________________________________________________________
 GZ1930* NAD 83(1986)-  37 10 02.     (N)    085 55 24.     (W)     SCALED    
 GZ1930* NAVD 88     -       189.761  (meters)     622.57   (feet)  ADJUSTED  
 GZ1930  ___________________________________________________________________
 GZ1930  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GZ1930  DYNAMIC HT  -         189.612 (meters)     622.09  (feet)  COMP
 GZ1930  MODELED GRAV-     979,839.7   (mgal)                       NAVD 88
 GZ1930
 GZ1930  VERT ORDER  -  FIRST     CLASS II
 GZ1930
 GZ1930.The horizontal coordinates were scaled from a topographic map and have
 GZ1930.an estimated accuracy of +/- 6 seconds.
 GZ1930
 GZ1930.The orthometric height was determined by differential leveling
 GZ1930.and adjusted by the National Geodetic Survey in June 1991..
 GZ1930
 GZ1930.The geoid height was determined by GEOID03.
 GZ1930
 GZ1930.The dynamic height is computed by dividing the NAVD 88
 GZ1930.geopotential number by the normal gravity value computed on the
 GZ1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1930.degrees latitude (g = 980.6199 gals.).
 GZ1930
 GZ1930.The modeled gravity was interpolated from observed gravity values.
 GZ1930
 GZ1930;                    North         East    Units  Estimated Accuracy
 GZ1930;SPC KY1Z     - 1,092,560.    1,484,610.      MT  (+/- 180 meters Scaled)
 GZ1930
 GZ1930                          SUPERSEDED SURVEY CONTROL
 GZ1930
 GZ1930  NGVD 29 (??/??/92)  189.880  (m)          622.96   (f) ADJ UNCH    1 2
 GZ1930
 GZ1930.Superseded values are not recommended for survey control.
 GZ1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1930.See file dsdata.txt to determine how the superseded data were derived.
 GZ1930
 GZ1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG955139(NAD 83)
 GZ1930_MARKER: DB = BENCH MARK DISK
 GZ1930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1930_SP_SET: LOADING PLATFORM
 GZ1930_STAMPING: M 343 1953
 GZ1930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1930
 GZ1930  HISTORY     - Date     Condition        Report By
 GZ1930  HISTORY     - 1953     MONUMENTED       CGS
 GZ1930
 GZ1930                          STATION DESCRIPTION
 GZ1930
 GZ1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GZ1930'1.3 MI SW FROM HORSE CAVE.
 GZ1930'ABOUT 1.3 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GZ1930'RAILROAD FROM THE STATION AT HORSE CAVE, ABOUT 260 YARDS
 GZ1930'NORTHEAST OF MILE POST 82, 86 FEET SOUTHEAST OF SOUTHEAST
 GZ1930'RAIL OF MAIN TRACK, 134 1/2 FEET SOUTH OF CENTER OF A ROAD
 GZ1930'CROSSING TO WAREHOUSE TO ARMCO STEEL COMPANY, IN THE TOP OF
 GZ1930'THE WEST CORNER OF CONCRETE LOADING PLATFORM OF ARMOC COMPANY
 GZ1930'WAREHOUSE, 7 FEET SOUTHEAST OF SOUTHEAST RAIL OF SPUR TRACK,
 GZ1930'1.3 FEET EAST OF WEST CORNER OF PLATFORM AND ABOUT 2 FEET BELOW
 GZ1930'LEVEL OF MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1519 ***********************************************************************
 GZ1519  DESIGNATION -  M 344
 GZ1519  PID         -  GZ1519
 GZ1519  STATE/COUNTY-  KY/ADAIR
 GZ1519  USGS QUAD   -  GRADYVILLE (1973)
 GZ1519
 GZ1519                         *CURRENT SURVEY CONTROL
 GZ1519  ___________________________________________________________________
 GZ1519* NAD 83(1986)-  37 00 59.     (N)    085 28 42.     (W)     SCALED    
 GZ1519* NAVD 88     -       283.006  (meters)     928.50   (feet)  ADJUSTED  
 GZ1519  ___________________________________________________________________
 GZ1519  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GZ1519  DYNAMIC HT  -         282.780 (meters)     927.75  (feet)  COMP
 GZ1519  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 GZ1519
 GZ1519  VERT ORDER  -  FIRST     CLASS I
 GZ1519
 GZ1519.The horizontal coordinates were scaled from a topographic map and have
 GZ1519.an estimated accuracy of +/- 6 seconds.
 GZ1519
 GZ1519.The orthometric height was determined by differential leveling
 GZ1519.and adjusted by the National Geodetic Survey in June 1991..
 GZ1519
 GZ1519.The geoid height was determined by GEOID03.
 GZ1519
 GZ1519.The dynamic height is computed by dividing the NAVD 88
 GZ1519.geopotential number by the normal gravity value computed on the
 GZ1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1519.degrees latitude (g = 980.6199 gals.).
 GZ1519
 GZ1519.The modeled gravity was interpolated from observed gravity values.
 GZ1519
 GZ1519;                    North         East    Units  Estimated Accuracy
 GZ1519;SPC KY1Z     - 1,075,850.    1,524,180.      MT  (+/- 180 meters Scaled)
 GZ1519
 GZ1519                          SUPERSEDED SURVEY CONTROL
 GZ1519
 GZ1519  NGVD 29 (??/??/92)  283.164  (m)          929.01   (f) ADJ UNCH    1 1
 GZ1519
 GZ1519.Superseded values are not recommended for survey control.
 GZ1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1519.See file dsdata.txt to determine how the superseded data were derived.
 GZ1519
 GZ1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF353977(NAD 83)
 GZ1519_MARKER: DB = BENCH MARK DISK
 GZ1519_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1519_SP_SET: ROCK OUTCROP
 GZ1519_STAMPING: M 344 1953 929.014
 GZ1519_MARK LOGO: CGS   
 GZ1519_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ1519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1519+STABILITY: POSITION/ELEVATION WELL
 GZ1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1519+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 GZ1519
 GZ1519  HISTORY     - Date     Condition        Report By
 GZ1519  HISTORY     - 1953     MONUMENTED       CGS
 GZ1519  HISTORY     - 1968     GOOD             NGS
 GZ1519  HISTORY     - 19931101 GOOD             KYDT
 GZ1519  HISTORY     - 20050824 GOOD             KYTC
 GZ1519
 GZ1519                          STATION DESCRIPTION
 GZ1519
 GZ1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ1519'10 MI NE FROM EDMONTON.
 GZ1519'ABOUT 0.45 MILE NORTH ALONG U.S. HIHWAY 68 AND STATE HIGHWAY
 GZ1519'80 FROM THE METCALFE COUNTY COURTHOUSE AT EDMONTON, THENCE
 GZ1519'9.6 MILES NORTHEAST ALONG STATE HIGHWAY 80, ON THE OUTSIDE
 GZ1519'OF A CURVE IN THE HIGHWAY, SET IN THE TOP OF A FLAT ROCK
 GZ1519'OUTCROP, 59 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 5 1/2
 GZ1519'FEET NORTH OF A 16-INCH HICKORY TREE, 1.0 FOOT WEST OF A
 GZ1519'METAL WITNESS POST, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 GZ1519'HIGHWAY.
 GZ1519
 GZ1519                          STATION RECOVERY (1993)
 GZ1519
 GZ1519'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1519'ABOUT 1.2 MILES (1.9 KM) SOUTHWEST OF WEED ALONG KENTUCKY HIGHWAY 80
 GZ1519'FROM JUNCTION OF KENTUCKY 768 TO THE EAST, 1000 FEET (304.8 M) SOUTH
 GZ1519'OF CUMBERLAND PARKWAY OVERPASS, ON THE OUTSIDE OF A CURVE, 59 FEET
 GZ1519'(18.0 M) EAST OF CENTERLINE OF HIGHWAY, 5.5 FEET (1.7 M) NORTH OF A 16
 GZ1519'INCH HICKORY TREE, 33 FEET (10.1 M) SOUTH-SOUTHEAST OF A 14 INCH
 GZ1519'CEDAR, IN THE TOP OF THE NORTHEAST ONE OF SEVERAL LARGE LIMESTONE
 GZ1519'OUTCROPS, 6 FEET (1.8 M) WEST OF THE EAST EDGE OF ROCK AND 15 FEET
 GZ1519'(4.6 M) SOUTH OF ITS NORTH END AND 2.5 FEET (0.8 M) BELOW LEVEL OF
 GZ1519'HIGHWAY.
 GZ1519
 GZ1519                          STATION RECOVERY (2005)
 GZ1519
 GZ1519'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1519'MARK IS 0.1 MILE SOUTH ALONG KY 80 FROM GRACE CHAPEL AT JUNCTION OF
 GZ1519'GRAVEL DRIVE SOUTH TO 1 STORY FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0158 ***********************************************************************
 HA0158  DESIGNATION -  M 345
 HA0158  PID         -  HA0158
 HA0158  STATE/COUNTY-  KY/WARREN
 HA0158  USGS QUAD   -  BRISTOW (1979)
 HA0158
 HA0158                         *CURRENT SURVEY CONTROL
 HA0158  ___________________________________________________________________
 HA0158* NAD 83(1986)-  37 02 23.     (N)    086 15 38.     (W)     SCALED    
 HA0158* NAVD 88     -       179.735  (meters)     589.68   (feet)  ADJUSTED  
 HA0158  ___________________________________________________________________
 HA0158  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HA0158  DYNAMIC HT  -         179.595 (meters)     589.22  (feet)  COMP
 HA0158  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 HA0158
 HA0158  VERT ORDER  -  FIRST     CLASS I
 HA0158
 HA0158.The horizontal coordinates were scaled from a topographic map and have
 HA0158.an estimated accuracy of +/- 6 seconds.
 HA0158
 HA0158.The orthometric height was determined by differential leveling
 HA0158.and adjusted by the National Geodetic Survey in June 1991..
 HA0158
 HA0158.The geoid height was determined by GEOID03.
 HA0158
 HA0158.The dynamic height is computed by dividing the NAVD 88
 HA0158.geopotential number by the normal gravity value computed on the
 HA0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0158.degrees latitude (g = 980.6199 gals.).
 HA0158
 HA0158.The modeled gravity was interpolated from observed gravity values.
 HA0158
 HA0158;                    North         East    Units  Estimated Accuracy
 HA0158;SPC KY1Z     - 1,078,520.    1,454,580.      MT  (+/- 180 meters Scaled)
 HA0158
 HA0158                          SUPERSEDED SURVEY CONTROL
 HA0158
 HA0158  NGVD 29 (??/??/92)  179.847  (m)          590.05   (f) ADJ UNCH    1 1
 HA0158
 HA0158.Superseded values are not recommended for survey control.
 HA0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0158.See file dsdata.txt to determine how the superseded data were derived.
 HA0158
 HA0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF657995(NAD 83)
 HA0158_MARKER: DB = BENCH MARK DISK
 HA0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0158_STAMPING: M 345 1953
 HA0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0158+STABILITY: SURFACE MOTION
 HA0158
 HA0158  HISTORY     - Date     Condition        Report By
 HA0158  HISTORY     - 1953     MONUMENTED       CGS
 HA0158  HISTORY     - 1968     GOOD             NGS
 HA0158
 HA0158                          STATION DESCRIPTION
 HA0158
 HA0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0158'0.6 MI W FROM OAKLAND.
 HA0158'ABOUT 0.65 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0158'FROM THE POST OFFICE AT OAKLAND, 128 YARDS EAST OF MILE POST
 HA0158'103, 24 1/2 FEET NORTH OF THE NORTH RAIL, 196 FEET EAST OF A
 HA0158'CORNER FENCE POST, 14 FEET SOUTH OF THE CENTERLINE OF A PRIVATE
 HA0158'TRAIL ROAD WHICH PARALLELS THE TRACK, 4 FEET SOUTH OF A FENCE,
 HA0158'1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HA0158'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HA0158'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0987 ***********************************************************************
 GC0987  DESIGNATION -  M 346
 GC0987  PID         -  GC0987
 GC0987  STATE/COUNTY-  KY/WARREN
 GC0987  USGS QUAD   -  ROCKFIELD (1979)
 GC0987
 GC0987                         *CURRENT SURVEY CONTROL
 GC0987  ___________________________________________________________________
 GC0987* NAD 83(1986)-  36 55 46.     (N)    086 31 09.     (W)     SCALED    
 GC0987* NAVD 88     -       173.701  (meters)     569.88   (feet)  ADJUSTED  
 GC0987  ___________________________________________________________________
 GC0987  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GC0987  DYNAMIC HT  -         173.564 (meters)     569.43  (feet)  COMP
 GC0987  MODELED GRAV-     979,841.2   (mgal)                       NAVD 88
 GC0987
 GC0987  VERT ORDER  -  FIRST     CLASS I
 GC0987
 GC0987.The horizontal coordinates were scaled from a topographic map and have
 GC0987.an estimated accuracy of +/- 6 seconds.
 GC0987
 GC0987.The orthometric height was determined by differential leveling
 GC0987.and adjusted by the National Geodetic Survey in June 1991..
 GC0987
 GC0987.The geoid height was determined by GEOID03.
 GC0987
 GC0987.The dynamic height is computed by dividing the NAVD 88
 GC0987.geopotential number by the normal gravity value computed on the
 GC0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0987.degrees latitude (g = 980.6199 gals.).
 GC0987
 GC0987.The modeled gravity was interpolated from observed gravity values.
 GC0987
 GC0987;                    North         East    Units  Estimated Accuracy
 GC0987;SPC KY1Z     - 1,066,440.    1,431,470.      MT  (+/- 180 meters Scaled)
 GC0987
 GC0987                          SUPERSEDED SURVEY CONTROL
 GC0987
 GC0987  NGVD 29 (??/??/92)  173.830  (m)          570.31   (f) ADJ UNCH    1 1
 GC0987
 GC0987.Superseded values are not recommended for survey control.
 GC0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0987.See file dsdata.txt to determine how the superseded data were derived.
 GC0987
 GC0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF428871(NAD 83)
 GC0987_MARKER: DB = BENCH MARK DISK
 GC0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0987_STAMPING: M 346 1954
 GC0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0987+STABILITY: SURFACE MOTION
 GC0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0987+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 GC0987
 GC0987  HISTORY     - Date     Condition        Report By
 GC0987  HISTORY     - 1954     MONUMENTED       CGS
 GC0987  HISTORY     - 1968     GOOD             NGS
 GC0987  HISTORY     - 20030708 GOOD             KYDT
 GC0987
 GC0987                          STATION DESCRIPTION
 GC0987
 GC0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0987'3 MI NE FROM ROCKFIELD.
 GC0987'ABOUT 2.95 MI NE ALONG THE LOUISVILLE AND NASHVILLE RR FROM THE
 GC0987'POST OFFICE AT ROCKFIELD, 179 YDS SW OF MILEPOST 120, 33 FT NW
 GC0987'OF THE NW RAIL, 40 FT N OF THE CENTER OF A CROSSING OF THE RR
 GC0987'AND AN ABANDONED ROAD, 26 FT NE OF THE CENTERLINE OF THE ROAD, 91
 GC0987'FT N AND ACROSS THE TRACK FROM A TELEPHONE POLE, 1/2 FOOT NW OF
 GC0987'A FENCE, 1.0 FOOT NW OF A METAL WITNESS POST, ABOUT 7 1/2 FT
 GC0987'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 GC0987'POST WHICH PROJECTS 3 IN ABOVE THE SURFACE OF THE GROUND.
 GC0987
 GC0987                          STATION RECOVERY (2003)
 GC0987
 GC0987'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GC0987'MARK IS 7.5 FEET SOUTH OF A GUY POLE, 2.6 FEET NORTH OF AN IRON
 GC0987'PROPERTY CORNER PIN WITH CAP, K CROWE TN1979/KY3375, 2.5 FEET WEST OF
 GC0987'A 14 INCH ELM TREE AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0936 ***********************************************************************
 GC0936  DESIGNATION -  M 347
 GC0936  PID         -  GC0936
 GC0936  STATE/COUNTY-  KY/LOGAN
 GC0936  USGS QUAD   -  DENNIS (1983)
 GC0936
 GC0936                         *CURRENT SURVEY CONTROL
 GC0936  ___________________________________________________________________
 GC0936* NAD 83(1986)-  36 50 44.     (N)    086 49 26.     (W)     SCALED    
 GC0936* NAVD 88     -       184.506  (meters)     605.33   (feet)  ADJUSTED  
 GC0936  ___________________________________________________________________
 GC0936  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 GC0936  DYNAMIC HT  -         184.360 (meters)     604.85  (feet)  COMP
 GC0936  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 GC0936
 GC0936  VERT ORDER  -  FIRST     CLASS I
 GC0936
 GC0936.The horizontal coordinates were scaled from a topographic map and have
 GC0936.an estimated accuracy of +/- 6 seconds.
 GC0936
 GC0936.The orthometric height was determined by differential leveling
 GC0936.and adjusted by the National Geodetic Survey in June 1991..
 GC0936
 GC0936.The geoid height was determined by GEOID03.
 GC0936
 GC0936.The dynamic height is computed by dividing the NAVD 88
 GC0936.geopotential number by the normal gravity value computed on the
 GC0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0936.degrees latitude (g = 980.6199 gals.).
 GC0936
 GC0936.The modeled gravity was interpolated from observed gravity values.
 GC0936
 GC0936;                    North         East    Units  Estimated Accuracy
 GC0936;SPC KY1Z     - 1,057,400.    1,404,210.      MT  (+/- 180 meters Scaled)
 GC0936
 GC0936                          SUPERSEDED SURVEY CONTROL
 GC0936
 GC0936  NGVD 29 (??/??/92)  184.620  (m)          605.71   (f) ADJ UNCH    1 1
 GC0936
 GC0936.Superseded values are not recommended for survey control.
 GC0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0936.See file dsdata.txt to determine how the superseded data were derived.
 GC0936
 GC0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF157777(NAD 83)
 GC0936_MARKER: DB = BENCH MARK DISK
 GC0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0936_STAMPING: M 347 1954
 GC0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0936+STABILITY: SURFACE MOTION
 GC0936
 GC0936  HISTORY     - Date     Condition        Report By
 GC0936  HISTORY     - 1954     MONUMENTED       CGS
 GC0936  HISTORY     - 1968     GOOD             NGS
 GC0936
 GC0936                          STATION DESCRIPTION
 GC0936
 GC0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0936'4.9 MI E FROM RUSSELLVILLE.
 GC0936'ABOUT 4.9 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE
 GC0936'RAILROAD FROM THE STATION AT RUSSELLVILLE, OR ABOUT 6.75
 GC0936'MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0936'FROM THE AUBURN HIGH SCHOOL AT AUBURN, 56 FEET NORTHEAST OF
 GC0936'THE CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD,
 GC0936'30 FEET NORTH OF THE NORTH RAIL, 44 FEET EAST OF THE CENTERLINE
 GC0936'OF THE ROAD, 1 FOOT SOUTH OF A FENCE, 1.0 FOOT WEST OF A METAL
 GC0936'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND
 GC0936'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 GC0936'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1160 ***********************************************************************
 GC1160  DESIGNATION -  M 348
 GC1160  PID         -  GC1160
 GC1160  STATE/COUNTY-  KY/TODD
 GC1160  USGS QUAD   -  GUTHRIE (1983)
 GC1160
 GC1160                         *CURRENT SURVEY CONTROL
 GC1160  ___________________________________________________________________
 GC1160* NAD 83(1986)-  36 40 27.     (N)    087 07 34.     (W)     SCALED    
 GC1160* NAVD 88     -       166.311  (meters)     545.64   (feet)  ADJUSTED  
 GC1160  ___________________________________________________________________
 GC1160  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1160  DYNAMIC HT  -         166.177 (meters)     545.20  (feet)  COMP
 GC1160  MODELED GRAV-     979,824.1   (mgal)                       NAVD 88
 GC1160
 GC1160  VERT ORDER  -  FIRST     CLASS II
 GC1160
 GC1160.The horizontal coordinates were scaled from a topographic map and have
 GC1160.an estimated accuracy of +/- 6 seconds.
 GC1160
 GC1160.The orthometric height was determined by differential leveling
 GC1160.and adjusted by the National Geodetic Survey in June 1991..
 GC1160
 GC1160.The geoid height was determined by GEOID03.
 GC1160
 GC1160.The dynamic height is computed by dividing the NAVD 88
 GC1160.geopotential number by the normal gravity value computed on the
 GC1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1160.degrees latitude (g = 980.6199 gals.).
 GC1160
 GC1160.The modeled gravity was interpolated from observed gravity values.
 GC1160
 GC1160;                    North         East    Units  Estimated Accuracy
 GC1160;SPC KY1Z     - 1,038,740.    1,376,980.      MT  (+/- 180 meters Scaled)
 GC1160
 GC1160                          SUPERSEDED SURVEY CONTROL
 GC1160
 GC1160  NGVD 29 (??/??/92)  166.392  (m)          545.90   (f) ADJ UNCH    1 2
 GC1160
 GC1160.Superseded values are not recommended for survey control.
 GC1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1160.See file dsdata.txt to determine how the superseded data were derived.
 GC1160
 GC1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF887587(NAD 83)
 GC1160_MARKER: DB = BENCH MARK DISK
 GC1160_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GC1160_STAMPING: M 348 1954
 GC1160_MARK LOGO: CGS   
 GC1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1160
 GC1160  HISTORY     - Date     Condition        Report By
 GC1160  HISTORY     - 1954     MONUMENTED       CGS
 GC1160  HISTORY     - 1984     GOOD             NGS
 GC1160
 GC1160                          STATION DESCRIPTION
 GC1160
 GC1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1160'2.8 MI NE FROM GUTHRIE.
 GC1160'2.75 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1160'FROM THE STATION AT GUTHRIE, ABOUT 330 YARDS SOUTHWEST OF MILE
 GC1160'POST 161, ABOUT 0.45 MILE NORTHEAST OF THE ROAD CROSSING AT
 GC1160'HADENVILLE, IN THE TOP OF THE SOUTHEAST END OF THE LOWER PART
 GC1160'OF THE SOUTHWEST CONCRETE ABUTMENT OF A 12-FOOT WOODEN BRIDGE
 GC1160'OVER A CREEK, 24 FEET SOUTHEAST OF SOUTHEAST RAIL AND ABOUT 4
 GC1160'FEET BELOW LEVEL OF TRACK.
 GC1160
 GC1160                          STATION RECOVERY (1984)
 GC1160
 GC1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1160'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY, LEVEL LINE
 GC1160'REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1439 ***********************************************************************
 HZ1439  DESIGNATION -  M 349
 HZ1439  PID         -  HZ1439
 HZ1439  STATE/COUNTY-  KY/JEFFERSON
 HZ1439  USGS QUAD   -  JEFFERSONTOWN (1994)
 HZ1439
 HZ1439                         *CURRENT SURVEY CONTROL
 HZ1439  ___________________________________________________________________
 HZ1439* NAD 83(1986)-  38 14 38.     (N)    085 32 50.     (W)     SCALED    
 HZ1439* NAVD 88     -       204.157  (meters)     669.81   (feet)  ADJUSTED  
 HZ1439  ___________________________________________________________________
 HZ1439  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1439  DYNAMIC HT  -         204.018 (meters)     669.35  (feet)  COMP
 HZ1439  MODELED GRAV-     979,947.5   (mgal)                       NAVD 88
 HZ1439
 HZ1439  VERT ORDER  -  FIRST     CLASS II
 HZ1439
 HZ1439.The horizontal coordinates were scaled from a topographic map and have
 HZ1439.an estimated accuracy of +/- 6 seconds.
 HZ1439
 HZ1439.The orthometric height was determined by differential leveling
 HZ1439.and adjusted by the National Geodetic Survey in June 1991..
 HZ1439
 HZ1439.The geoid height was determined by GEOID03.
 HZ1439
 HZ1439.The dynamic height is computed by dividing the NAVD 88
 HZ1439.geopotential number by the normal gravity value computed on the
 HZ1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1439.degrees latitude (g = 980.6199 gals.).
 HZ1439
 HZ1439.The modeled gravity was interpolated from observed gravity values.
 HZ1439
 HZ1439;                    North         East    Units  Estimated Accuracy
 HZ1439;SPC KY1Z     - 1,212,060.    1,517,750.      MT  (+/- 180 meters Scaled)
 HZ1439
 HZ1439                          SUPERSEDED SURVEY CONTROL
 HZ1439
 HZ1439  NGVD 29 (??/??/92)  204.308  (m)          670.30   (f) ADJ UNCH    1 2
 HZ1439
 HZ1439.Superseded values are not recommended for survey control.
 HZ1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1439.See file dsdata.txt to determine how the superseded data were derived.
 HZ1439
 HZ1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH271338(NAD 83)
 HZ1439_MARKER: DB = BENCH MARK DISK
 HZ1439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1439_SP_SET: CULVERT
 HZ1439_STAMPING: M 349 1954
 HZ1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1439
 HZ1439  HISTORY     - Date     Condition        Report By
 HZ1439  HISTORY     - 1954     MONUMENTED       CGS
 HZ1439  HISTORY     - 19930505 GOOD             WOOLPT
 HZ1439
 HZ1439                          STATION DESCRIPTION
 HZ1439
 HZ1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1439'AT MIDDLETOWN.
 HZ1439'AT MIDDLETOWN, ABOUT 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 60
 HZ1439'AND 460 FROM THE BANK OF MIDDLETOWN AT MIDDLETOWN, AT THE
 HZ1439'WEST EDGE OF TOWN, AT THE WEST END OF A CURVE IN HIGHWAY WITH
 HZ1439'TANGENTS EXTENDING WEST AND NORTHEAST BY-PASSING TOWN, IN THE
 HZ1439'TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 6-FOOT CONCRETE
 HZ1439'BOX CULVERT UNDER HIGHWAY, 32 FEET SOUTH OF CENTER LINE OF
 HZ1439'EAST BOUND TRAFFIC LANE OF HIGHWAY, 69 FEET WEST-NORTHWEST OF
 HZ1439'NORTHWEST CORNER OF A SHELL SERVICE STATION, ABOUT 12 YARDS
 HZ1439'EAST OF CROSSING OF A POWER TRANSMISSION LINE WITH STEEL TOWERS,
 HZ1439'AND ABOUT 4 FEET BELOW LEVEL OF HIGHWAY.
 HZ1439
 HZ1439                          STATION RECOVERY (1993)
 HZ1439
 HZ1439'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993
 HZ1439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0659 ***********************************************************************
 HZ0659  DESIGNATION -  M 35
 HZ0659  PID         -  HZ0659
 HZ0659  STATE/COUNTY-  KY/GRANT
 HZ0659  USGS QUAD   -  WILLIAMSTOWN (1987)
 HZ0659
 HZ0659                         *CURRENT SURVEY CONTROL
 HZ0659  ___________________________________________________________________
 HZ0659* NAD 83(1986)-  38 38 17.     (N)    084 33 25.     (W)     SCALED    
 HZ0659* NAVD 88     -       292.435  (meters)     959.43   (feet)  ADJUSTED  
 HZ0659  ___________________________________________________________________
 HZ0659  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ0659  DYNAMIC HT  -         292.236 (meters)     958.78  (feet)  COMP
 HZ0659  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 HZ0659
 HZ0659  VERT ORDER  -  FIRST     CLASS II
 HZ0659
 HZ0659.The horizontal coordinates were scaled from a topographic map and have
 HZ0659.an estimated accuracy of +/- 6 seconds.
 HZ0659
 HZ0659.The orthometric height was determined by differential leveling
 HZ0659.and adjusted by the National Geodetic Survey in June 1991..
 HZ0659.WARNING-Repeat measurements at this control monument indicate possible
 HZ0659.vertical movement.
 HZ0659
 HZ0659.The geoid height was determined by GEOID03.
 HZ0659
 HZ0659.The dynamic height is computed by dividing the NAVD 88
 HZ0659.geopotential number by the normal gravity value computed on the
 HZ0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0659.degrees latitude (g = 980.6199 gals.).
 HZ0659
 HZ0659.The modeled gravity was interpolated from observed gravity values.
 HZ0659
 HZ0659;                    North         East    Units  Estimated Accuracy
 HZ0659;SPC KY1Z     - 1,256,460.    1,603,870.      MT  (+/- 180 meters Scaled)
 HZ0659
 HZ0659                          SUPERSEDED SURVEY CONTROL
 HZ0659
 HZ0659  NGVD 29 (??/??/92)  292.610  (m)          960.00   (f) ADJ UNCH    1 2
 HZ0659
 HZ0659.Superseded values are not recommended for survey control.
 HZ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0659.See file dsdata.txt to determine how the superseded data were derived.
 HZ0659
 HZ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH126794(NAD 83)
 HZ0659_MARKER: DB = BENCH MARK DISK
 HZ0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0659_STAMPING: M 35 1935
 HZ0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0659+STABILITY: SURFACE MOTION
 HZ0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ0659+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 HZ0659
 HZ0659  HISTORY     - Date     Condition        Report By
 HZ0659  HISTORY     - 1935     MONUMENTED       CGS
 HZ0659  HISTORY     - 1949     GOOD             NGS
 HZ0659  HISTORY     - 20020930 GOOD             KYDT
 HZ0659
 HZ0659                          STATION DESCRIPTION
 HZ0659
 HZ0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HZ0659'AT WILLIAMSTOWN.
 HZ0659'AT WILLIAMSTOWN, AT THE ENTRANCE TO A CEMETERY ABOUT 0.25 MILE
 HZ0659'EAST ALONG STATE HIGHWAY 22 FROM THE COURTHOUSE AT WILLIAMSTOWN,
 HZ0659'37 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 29
 HZ0659'FEET NORTH-NORTHEAST OF THE CENTER OF THE ENTRANCE GATE, 15 FEET
 HZ0659'NORTH-NORTHWEST OF THE CEMETERY FENCE, 7.5 FEET EAST OF THE CENTER
 HZ0659'LINE OF DRIVE LEADING NORTH, 7 FEET NORTHWEST OF THE CENTER LINE
 HZ0659'OF THE DRIVE LEADING NORTHEAST, ABOUT LEVEL WITH THE DRIVEWAYS
 HZ0659'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HZ0659
 HZ0659                          STATION RECOVERY (2002)
 HZ0659
 HZ0659'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HZ0659'ORIGINAL DESCRIPTIOM ADEQUATE, EXCEPTIONS ARE ENTRANCE GATE AND FENCE
 HZ0659'NO LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1079 ***********************************************************************
 HZ1079  DESIGNATION -  M 351
 HZ1079  PID         -  HZ1079
 HZ1079  STATE/COUNTY-  KY/OLDHAM
 HZ1079  USGS QUAD   -  LA GRANGE (1993)
 HZ1079
 HZ1079                         *CURRENT SURVEY CONTROL
 HZ1079  ___________________________________________________________________
 HZ1079* NAD 83(1986)-  38 28 34.     (N)    085 27 25.     (W)     SCALED    
 HZ1079* NAVD 88     -       138.678  (meters)     454.98   (feet)  ADJUSTED  
 HZ1079  ___________________________________________________________________
 HZ1079  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HZ1079  DYNAMIC HT  -         138.585 (meters)     454.67  (feet)  COMP
 HZ1079  MODELED GRAV-     979,959.1   (mgal)                       NAVD 88
 HZ1079
 HZ1079  VERT ORDER  -  FIRST     CLASS II
 HZ1079
 HZ1079.The horizontal coordinates were scaled from a topographic map and have
 HZ1079.an estimated accuracy of +/- 6 seconds.
 HZ1079
 HZ1079.The orthometric height was determined by differential leveling
 HZ1079.and adjusted by the National Geodetic Survey in June 1991..
 HZ1079
 HZ1079.The geoid height was determined by GEOID03.
 HZ1079
 HZ1079.The dynamic height is computed by dividing the NAVD 88
 HZ1079.geopotential number by the normal gravity value computed on the
 HZ1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1079.degrees latitude (g = 980.6199 gals.).
 HZ1079
 HZ1079.The modeled gravity was interpolated from observed gravity values.
 HZ1079
 HZ1079;                    North         East    Units  Estimated Accuracy
 HZ1079;SPC KY1Z     - 1,237,860.    1,525,570.      MT  (+/- 180 meters Scaled)
 HZ1079
 HZ1079                          SUPERSEDED SURVEY CONTROL
 HZ1079
 HZ1079  NGVD 29 (??/??/92)  138.840  (m)          455.51   (f) ADJ UNCH    1 2
 HZ1079
 HZ1079.Superseded values are not recommended for survey control.
 HZ1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1079.See file dsdata.txt to determine how the superseded data were derived.
 HZ1079
 HZ1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH345597(NAD 83)
 HZ1079_MARKER: DB = BENCH MARK DISK
 HZ1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1079_STAMPING: M 351 1954
 HZ1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1079+STABILITY: SURFACE MOTION
 HZ1079
 HZ1079  HISTORY     - Date     Condition        Report By
 HZ1079  HISTORY     - 1954     MONUMENTED       CGS
 HZ1079  HISTORY     - 1963     GOOD             NGS
 HZ1079
 HZ1079                          STATION DESCRIPTION
 HZ1079
 HZ1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1079'1.3 MI SE FROM WESTPORT.
 HZ1079'ABOUT 1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 1015 FROM UNION
 HZ1079'CHURCH AT WESTPORT, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HZ1079'EXTENDING EAST AND NORTH-NORTHWEST 32 FEET SOUTHWEST OF CENTER
 HZ1079'LINE OF HIGHWAY, 104 FEET SOUTHWEST AND ACROSS HIGHWAY FROM WEST
 HZ1079'CORNER OF A 1 1/2-STORY FRAME HOUSE, 52 FEET NORTHWEST OF NORTH
 HZ1079'CORNER OF A BARN, 99 1/2 FEET SOUTHEAST OF SOUTHEAST END OF
 HZ1079'SOUTHWEST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT UNDER
 HZ1079'HIGHWAY, 1 1/2 FEET SOUTHEAST OF EAST CORNER OF AN ABANDONED
 HZ1079'FRAME HOUSE, ABOUT 3 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET
 HZ1079'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK
 HZ1079'IS ABOUT 0.5 MILE SOUTHEAST OF BRIDGE OVER EIGHTEENMILE CREEK.
 HZ1079
 HZ1079                          STATION RECOVERY (1963)
 HZ1079
 HZ1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ1079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0905 ***********************************************************************
 HZ0905  DESIGNATION -  M 352
 HZ0905  PID         -  HZ0905
 HZ0905  STATE/COUNTY-  KY/TRIMBLE
 HZ0905  USGS QUAD   -  MADISON WEST (1993)
 HZ0905
 HZ0905                         *CURRENT SURVEY CONTROL
 HZ0905  ___________________________________________________________________
 HZ0905* NAD 83(1986)-  38 43 20.     (N)    085 23 02.     (W)     SCALED    
 HZ0905* NAVD 88     -       233.544  (meters)     766.22   (feet)  ADJUSTED  
 HZ0905  ___________________________________________________________________
 HZ0905  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0905  DYNAMIC HT  -         233.390 (meters)     765.71  (feet)  COMP
 HZ0905  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 HZ0905
 HZ0905  VERT ORDER  -  FIRST     CLASS II
 HZ0905
 HZ0905.The horizontal coordinates were scaled from a topographic map and have
 HZ0905.an estimated accuracy of +/- 6 seconds.
 HZ0905
 HZ0905.The orthometric height was determined by differential leveling
 HZ0905.and adjusted by the National Geodetic Survey in June 1991..
 HZ0905
 HZ0905.The geoid height was determined by GEOID03.
 HZ0905
 HZ0905.The dynamic height is computed by dividing the NAVD 88
 HZ0905.geopotential number by the normal gravity value computed on the
 HZ0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0905.degrees latitude (g = 980.6199 gals.).
 HZ0905
 HZ0905.The modeled gravity was interpolated from observed gravity values.
 HZ0905
 HZ0905;                    North         East    Units  Estimated Accuracy
 HZ0905;SPC KY1Z     - 1,265,200.    1,531,840.      MT  (+/- 180 meters Scaled)
 HZ0905
 HZ0905                          SUPERSEDED SURVEY CONTROL
 HZ0905
 HZ0905  NGVD 29 (??/??/92)  233.713  (m)          766.77   (f) ADJ UNCH    1 2
 HZ0905
 HZ0905.Superseded values are not recommended for survey control.
 HZ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0905.See file dsdata.txt to determine how the superseded data were derived.
 HZ0905
 HZ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH404871(NAD 83)
 HZ0905_MARKER: DB = BENCH MARK DISK
 HZ0905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0905_SP_SET: CULVERT
 HZ0905_STAMPING: M 352 1954
 HZ0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0905
 HZ0905  HISTORY     - Date     Condition        Report By
 HZ0905  HISTORY     - 1954     MONUMENTED       CGS
 HZ0905  HISTORY     - 1963     GOOD             NGS
 HZ0905  HISTORY     - 19970417 MARK NOT FOUND   KYDT
 HZ0905
 HZ0905                          STATION DESCRIPTION
 HZ0905
 HZ0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ0905'0.9 MI SW FROM MILTON.
 HZ0905'0.9 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 421 FROM THE JUNCTION
 HZ0905'OF STATE HIGHWAY 36 AT MILTON, ON A LONG GRADE DECENDING NORTH,
 HZ0905'ABOUT 0.15 MILE SOUTH OF LONG VIEW INN AND A SHARP CURVE
 HZ0905'WITH TANGENTS EXTENDING SOUTH AND EAST, SET VERTICALLY IN
 HZ0905'FACE OF A ROCK CUT, 20 FEET EAST OF CENTER LINE OF HIGHWAY,
 HZ0905'144 1/2 FEET NORTH OF NORTH END OF A RIGHT ANGLE HEAD WALL
 HZ0905'OF A 24-INCH PIPE CULVERT UNDER HIGHWAY AND ABOUT 2 1/2 FEET
 HZ0905'ABOVE LEVEL OF HIGHWAY.
 HZ0905
 HZ0905                          STATION RECOVERY (1963)
 HZ0905
 HZ0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HZ0905'RECOVERED IN GOOD CONDITION.
 HZ0905
 HZ0905                          STATION RECOVERY (1997)
 HZ0905
 HZ0905'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HZ0905'POSSIBLY HERE BUT COVERED BY SILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1072 ***********************************************************************
 HY1072  DESIGNATION -  M 353
 HY1072  PID         -  HY1072
 HY1072  STATE/COUNTY-  KY/GREENUP
 HY1072  USGS QUAD   -  WHEELERSBURG (1985)
 HY1072
 HY1072                         *CURRENT SURVEY CONTROL
 HY1072  ___________________________________________________________________
 HY1072* NAD 83(1986)-  38 39 08.     (N)    082 52 20.     (W)     SCALED    
 HY1072* NAVD 88     -       164.482  (meters)     539.64   (feet)  ADJUSTED  
 HY1072  ___________________________________________________________________
 HY1072  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HY1072  DYNAMIC HT  -         164.378 (meters)     539.30  (feet)  COMP
 HY1072  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 HY1072
 HY1072  VERT ORDER  -  FIRST     CLASS I
 HY1072
 HY1072.The horizontal coordinates were scaled from a topographic map and have
 HY1072.an estimated accuracy of +/- 6 seconds.
 HY1072
 HY1072.The orthometric height was determined by differential leveling
 HY1072.and adjusted by the National Geodetic Survey in June 1991..
 HY1072
 HY1072.The geoid height was determined by GEOID03.
 HY1072
 HY1072.The dynamic height is computed by dividing the NAVD 88
 HY1072.geopotential number by the normal gravity value computed on the
 HY1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1072.degrees latitude (g = 980.6199 gals.).
 HY1072
 HY1072.The modeled gravity was interpolated from observed gravity values.
 HY1072
 HY1072;                    North         East    Units  Estimated Accuracy
 HY1072;SPC KY1Z     - 1,261,230.    1,750,470.      MT  (+/- 180 meters Scaled)
 HY1072
 HY1072                          SUPERSEDED SURVEY CONTROL
 HY1072
 HY1072  NGVD 29 (??/??/92)  164.671  (m)          540.26   (f) ADJ UNCH    1 1
 HY1072
 HY1072.Superseded values are not recommended for survey control.
 HY1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1072.See file dsdata.txt to determine how the superseded data were derived.
 HY1072
 HY1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC370798(NAD 83)
 HY1072_MARKER: DB = BENCH MARK DISK
 HY1072_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HY1072_SP_SET: 76 FT 8 IN
 HY1072_STAMPING: M 353 1956
 HY1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1072
 HY1072  HISTORY     - Date     Condition        Report By
 HY1072  HISTORY     - 1956     MONUMENTED       CGS
 HY1072  HISTORY     - 1967     GOOD             NGS
 HY1072  HISTORY     - 1979     GOOD             LOCENG
 HY1072
 HY1072                          STATION DESCRIPTION
 HY1072
 HY1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY1072'5.6 MI NW FROM GREENUP.
 HY1072'5.6 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY1072'THE STATION AT GREENUP, 219 FEET EAST OF EAST RAIL OF THE EAST
 HY1072'MOST OF THREE TRACKS, 226 FEET NORTHEAST OF CENTER OF CROSSING
 HY1072'OF EAST TRACK AND A ROAD, 25 FEET NORTHWEST OF CENTER LINE OF
 HY1072'ROAD, 46 FEET SOUTH OF SOUTH CORNER OF HOUSE OWNED BY ANDREW
 HY1072'HIENAMAN, 10 FEET SOUTH OF A WELL WITH PUMP, 10 FEET NORTHEAST
 HY1072'OF CENTER LINE OF A DRIVE NORTHWEST, ABOUT 84 YARDS EAST OF MILE
 HY1072'POST 538, ABOUT 3 FEET BELOW LEVEL OF TRACK AND IS A DISK ON A
 HY1072'COPPER COATED STEEL ROD PROJECTING 1/2 INCHES AND PROTECTED BY
 HY1072'A 4-INCH TILE PROJECTING 1 INCH.  THE ROD WAS DRIVEN TO REFUSAL
 HY1072'AT A DEPTH OF 76 FEET - 8 INCHES.
 HY1072
 HY1072                          STATION RECOVERY (1967)
 HY1072
 HY1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HY1072'RECOVERED IN GOOD CONDITION.
 HY1072
 HY1072                          STATION RECOVERY (1979)
 HY1072
 HY1072'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1071 ***********************************************************************
 HY1071  DESIGNATION -  M 354
 HY1071  PID         -  HY1071
 HY1071  STATE/COUNTY-  KY/GREENUP
 HY1071  USGS QUAD   -  WHEELERSBURG (1985)
 HY1071
 HY1071                         *CURRENT SURVEY CONTROL
 HY1071  ___________________________________________________________________
 HY1071* NAD 83(1986)-  38 38 21.     (N)    082 52 05.     (W)     SCALED    
 HY1071* NAVD 88     -       164.275  (meters)     538.96   (feet)  ADJUSTED  
 HY1071  ___________________________________________________________________
 HY1071  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 HY1071  DYNAMIC HT  -         164.171 (meters)     538.62  (feet)  COMP
 HY1071  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 HY1071
 HY1071  VERT ORDER  -  FIRST     CLASS I
 HY1071
 HY1071.The horizontal coordinates were scaled from a topographic map and have
 HY1071.an estimated accuracy of +/- 6 seconds.
 HY1071
 HY1071.The orthometric height was determined by differential leveling
 HY1071.and adjusted by the National Geodetic Survey in June 1991..
 HY1071
 HY1071.The geoid height was determined by GEOID03.
 HY1071
 HY1071.The dynamic height is computed by dividing the NAVD 88
 HY1071.geopotential number by the normal gravity value computed on the
 HY1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1071.degrees latitude (g = 980.6199 gals.).
 HY1071
 HY1071.The modeled gravity was interpolated from observed gravity values.
 HY1071
 HY1071;                    North         East    Units  Estimated Accuracy
 HY1071;SPC KY1Z     - 1,259,790.    1,750,870.      MT  (+/- 180 meters Scaled)
 HY1071
 HY1071                          SUPERSEDED SURVEY CONTROL
 HY1071
 HY1071  NGVD 29 (??/??/92)  164.456  (m)          539.55   (f) ADJ UNCH    1 1
 HY1071
 HY1071.Superseded values are not recommended for survey control.
 HY1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1071.See file dsdata.txt to determine how the superseded data were derived.
 HY1071
 HY1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC374783(NAD 83)
 HY1071_MARKER: DB = BENCH MARK DISK
 HY1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1071_STAMPING: M 354 1956
 HY1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1071+STABILITY: SURFACE MOTION
 HY1071
 HY1071  HISTORY     - Date     Condition        Report By
 HY1071  HISTORY     - 1956     MONUMENTED       CGS
 HY1071  HISTORY     - 1967     GOOD             NGS
 HY1071  HISTORY     - 1979     GOOD             LOCENG
 HY1071
 HY1071                          STATION DESCRIPTION
 HY1071
 HY1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY1071'4.6 MI NW FROM GREENUP.
 HY1071'4.65 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY1071'THE STATION AT GREENUP, 300.0 FEET NORTH-NORTHEAST AND ACROSS
 HY1071'TRACK FROM MILE POST 537, ABOUT 0.1 MILE SOUTH OF CROSSING OF A
 HY1071'BLACK TOP ROAD LEADING TO GREENUP LOCK NO. 30 ON OHIO RIVER, 46
 HY1071'FEET EAST OF EAST RAIL OF EAST TRACK, 36 FEET SOUTH OF CENTER OF
 HY1071'A GATE IN FENCE LINE AND CENTER LINE OF A FIELD ROAD EAST-WEST,
 HY1071'1 FOOT WEST OF A FENCE LINE, 19 FEET EAST OF THE FIRST TELEPHONE
 HY1071'POLE SOUTH OF FIELD ROAD CROSSING (THE 4TH POLE SOUTH OF BLACK
 HY1071'TOP ROAD CROSSING), 4 1/2 FEET BELOW LEVEL AND SET IN THE TOP
 HY1071'OF A CONCRETE POST PROJECTING 3 INCHES.
 HY1071
 HY1071                          STATION RECOVERY (1967)
 HY1071
 HY1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HY1071'RECOVERED IN GOOD CONDITION.
 HY1071
 HY1071                          STATION RECOVERY (1979)
 HY1071
 HY1071'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0813 ***********************************************************************
 HY0813  DESIGNATION -  M 355
 HY0813  PID         -  HY0813
 HY0813  STATE/COUNTY-  KY/BOYD
 HY0813  USGS QUAD   -  CATLETTSBURG (1985)
 HY0813
 HY0813                         *CURRENT SURVEY CONTROL
 HY0813  ___________________________________________________________________
 HY0813* NAD 83(1986)-  38 25 41.     (N)    082 36 09.     (W)     SCALED    
 HY0813* NAVD 88     -       169.370  (meters)     555.67   (feet)  ADJUSTED  
 HY0813  ___________________________________________________________________
 HY0813  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY0813  DYNAMIC HT  -         169.257 (meters)     555.30  (feet)  COMP
 HY0813  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 HY0813
 HY0813  VERT ORDER  -  FIRST     CLASS II
 HY0813
 HY0813.The horizontal coordinates were scaled from a topographic map and have
 HY0813.an estimated accuracy of +/- 6 seconds.
 HY0813
 HY0813.The orthometric height was determined by differential leveling
 HY0813.and adjusted by the National Geodetic Survey in June 1991..
 HY0813
 HY0813.The geoid height was determined by GEOID03.
 HY0813
 HY0813.The dynamic height is computed by dividing the NAVD 88
 HY0813.geopotential number by the normal gravity value computed on the
 HY0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0813.degrees latitude (g = 980.6199 gals.).
 HY0813
 HY0813.The modeled gravity was interpolated from observed gravity values.
 HY0813
 HY0813;                    North         East    Units  Estimated Accuracy
 HY0813;SPC KY1Z     - 1,237,120.    1,774,770.      MT  (+/- 180 meters Scaled)
 HY0813
 HY0813                          SUPERSEDED SURVEY CONTROL
 HY0813
 HY0813  NGVD 29 (??/??/92)  169.557  (m)          556.29   (f) ADJ UNCH    1 2
 HY0813
 HY0813.Superseded values are not recommended for survey control.
 HY0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0813.See file dsdata.txt to determine how the superseded data were derived.
 HY0813
 HY0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC601545(NAD 83)
 HY0813_MARKER: DB = BENCH MARK DISK
 HY0813_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HY0813_STAMPING: M 355 1956
 HY0813_MARK LOGO: CGS   
 HY0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0813+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2000
 HY0813
 HY0813  HISTORY     - Date     Condition        Report By
 HY0813  HISTORY     - 1956     MONUMENTED       CGS
 HY0813  HISTORY     - 1984     GOOD             KYDT
 HY0813  HISTORY     - 1984     GOOD             NGS
 HY0813  HISTORY     - 20000424 GOOD             KYDT
 HY0813
 HY0813                          STATION DESCRIPTION
 HY0813
 HY0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0813'AT CATLETTSBURG.
 HY0813'AT CATLETTSBURG, ABOUT 0.8 MILE NORTH ALONG THE CHESAPEAKE AND
 HY0813'OHIO RAILWAY FROM THE STATION, ABOUT 0.3 MILE SOUTH OF MILE POST
 HY0813'515, AT THE OVERPASS OF C. AND O. RY. OVER U.S. HIGHWAY 23, IN
 HY0813'THE TOP AND 4 FEET SOUTH OF NORTH END OF WEST HEAD WALL OR
 HY0813'RAIL FOOTING OF OVERPASS OVER THE SOUTHWEST ONE OF THREE LANES
 HY0813'OF HIGHWAY, 10.9 FEET WEST OF WEST RAIL OF WEST TRACK AND 1 1/2
 HY0813'FEET BELOW LEVEL OF TRACK.
 HY0813
 HY0813                          STATION RECOVERY (1984)
 HY0813
 HY0813'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 HY0813'RECOVERED IN GOOD CONDITION.
 HY0813
 HY0813                          STATION RECOVERY (1984)
 HY0813
 HY0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0813'RECOVERED IN GOOD CONDITION.
 HY0813
 HY0813                          STATION RECOVERY (2000)
 HY0813
 HY0813'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 HY0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0015 ***********************************************************************
 HA0015  DESIGNATION -  M 356
 HA0015  PID         -  HA0015
 HA0015  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0015  USGS QUAD   -  GARFIELD (1982)
 HA0015
 HA0015                         *CURRENT SURVEY CONTROL
 HA0015  ___________________________________________________________________
 HA0015* NAD 83(1986)-  37 51 20.     (N)    086 18 43.     (W)     SCALED    
 HA0015* NAVD 88     -       173.189  (meters)     568.20   (feet)  ADJUSTED  
 HA0015  ___________________________________________________________________
 HA0015  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HA0015  DYNAMIC HT  -         173.064 (meters)     567.79  (feet)  COMP
 HA0015  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 HA0015
 HA0015  VERT ORDER  -  SECOND    CLASS 0
 HA0015
 HA0015.The horizontal coordinates were scaled from a topographic map and have
 HA0015.an estimated accuracy of +/- 6 seconds.
 HA0015
 HA0015.The orthometric height was determined by differential leveling
 HA0015.and adjusted by the National Geodetic Survey in June 1991..
 HA0015
 HA0015.The geoid height was determined by GEOID03.
 HA0015
 HA0015.The dynamic height is computed by dividing the NAVD 88
 HA0015.geopotential number by the normal gravity value computed on the
 HA0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0015.degrees latitude (g = 980.6199 gals.).
 HA0015
 HA0015.The modeled gravity was interpolated from observed gravity values.
 HA0015
 HA0015;                    North         East    Units  Estimated Accuracy
 HA0015;SPC KY1Z     - 1,169,090.    1,450,550.      MT  (+/- 180 meters Scaled)
 HA0015
 HA0015                          SUPERSEDED SURVEY CONTROL
 HA0015
 HA0015  NGVD 29 (??/??/92)  173.303  (m)          568.58   (f) ADJ UNCH    2 0
 HA0015
 HA0015.Superseded values are not recommended for survey control.
 HA0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0015.See file dsdata.txt to determine how the superseded data were derived.
 HA0015
 HA0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG605900(NAD 83)
 HA0015_MARKER: DB = BENCH MARK DISK
 HA0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0015_STAMPING: M 356 1954
 HA0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0015+STABILITY: SURFACE MOTION
 HA0015
 HA0015  HISTORY     - Date     Condition        Report By
 HA0015  HISTORY     - 1954     MONUMENTED       CGS
 HA0015
 HA0015                          STATION DESCRIPTION
 HA0015
 HA0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0015'1.8 MI SW FROM IRVINGTON.
 HA0015'ABOUT 1.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HA0015'OF STATE HIGHWAY 448 AND THE SCHOOL AT IRVINGTON, ABOUT 0.7
 HA0015'MILE NORTHEAST OF JUNCTION OF STATE HIGHWAY 333, ABOUT 115 YARDS
 HA0015'NORTHEAST OF THE TOP OF A GRADE, 23 FEET SOUTHEAST OF CENTER
 HA0015'LINE OF HIGHWAY, 1 FOOT NORTHWEST OF A FENCE LINE, 37 1/2 FEET
 HA0015'SOUTHWEST OF CENTER POST OF A DOUBLE GATE IN FENCE LINE, 125 FEET
 HA0015'SOUTHWEST OF SOUTHWEST END OF SOUTHEAST CONCRETE HEAD WALL OF A
 HA0015'24-INCH PIPE CULVERT, 2 1/2 FEET NORTHEAST OF A WHITE WOODEN
 HA0015'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP
 HA0015'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0500 ***********************************************************************
 GD0500  DESIGNATION -  M 356
 GD0500  PID         -  GD0500
 GD0500  STATE/COUNTY-  KY/HICKMAN
 GD0500  USGS QUAD   -  OAKTON (1982)
 GD0500
 GD0500                         *CURRENT SURVEY CONTROL
 GD0500  ___________________________________________________________________
 GD0500* NAD 83(1986)-  36 39 27.     (N)    089 07 21.     (W)     SCALED    
 GD0500* NAVD 88     -        91.905  (meters)     301.52   (feet)  ADJUSTED  
 GD0500  ___________________________________________________________________
 GD0500  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GD0500  DYNAMIC HT  -          91.834 (meters)     301.29  (feet)  COMP
 GD0500  MODELED GRAV-     979,860.5   (mgal)                       NAVD 88
 GD0500
 GD0500  VERT ORDER  -  FIRST     CLASS II
 GD0500
 GD0500.The horizontal coordinates were scaled from a topographic map and have
 GD0500.an estimated accuracy of +/- 6 seconds.
 GD0500
 GD0500.The orthometric height was determined by differential leveling
 GD0500.and adjusted by the National Geodetic Survey in June 1991..
 GD0500
 GD0500.The geoid height was determined by GEOID03.
 GD0500
 GD0500.The dynamic height is computed by dividing the NAVD 88
 GD0500.geopotential number by the normal gravity value computed on the
 GD0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0500.degrees latitude (g = 980.6199 gals.).
 GD0500
 GD0500.The modeled gravity was interpolated from observed gravity values.
 GD0500
 GD0500;                    North         East    Units  Estimated Accuracy
 GD0500;SPC KY1Z     - 1,041,430.    1,198,490.      MT  (+/- 180 meters Scaled)
 GD0500
 GD0500                          SUPERSEDED SURVEY CONTROL
 GD0500
 GD0500  NGVD 29 (??/??/??)   91.819  (m)          301.24   (f) ADJUSTED    1 2
 GD0500
 GD0500.Superseded values are not recommended for survey control.
 GD0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0500.See file dsdata.txt to determine how the superseded data were derived.
 GD0500
 GD0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF102589(NAD 83)
 GD0500_MARKER: DB = BENCH MARK DISK
 GD0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0500_STAMPING: M 356 1957
 GD0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0500+STABILITY: SURFACE MOTION
 GD0500
 GD0500  HISTORY     - Date     Condition        Report By
 GD0500  HISTORY     - 1957     MONUMENTED       CGS
 GD0500  HISTORY     - 20020814 MARK NOT FOUND   USACE
 GD0500
 GD0500                          STATION DESCRIPTION
 GD0500
 GD0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0500'8.8 MI SW FROM COLUMBUS.
 GD0500'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 123 FROM THE SCHOOL
 GD0500'AT COLUMBUS, THENCE ABOUT 6.1 MILES WEST AND SOUTH ALONG CHALK
 GD0500'BLUFF ROAD, THENCE ABOUT 0.6 MILE SOUTHEAST ALONG A GRAVEL ROAD,
 GD0500'THENCE ABOUT 1.0 MILE SOUTH ALONG A DIRT ROAD, ABOUT 0.5 MILE
 GD0500'SOUTH OF A FARM HOUSE, ABOUT 0.1 MILE NORTH OF A Y JUNCTION OF
 GD0500'A TRACK ROAD LEADING SOUTHEAST AND A DIRT ROAD EAST, ON THE
 GD0500'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST,
 GD0500'21 FEET EAST OF CENTER LINE OF ROAD, 21 FEET NORTH OF A
 GD0500'TRIANGULAR BLAZED 24-INCH PECAN TREE, 1 1/2 FEET SOUTH OF A
 GD0500'CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 GD0500'OF A CONCRETE POST PROJECTING 3 INCHES.
 GD0500
 GD0500                          STATION RECOVERY (2002)
 GD0500
 GD0500'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0464 ***********************************************************************
 GD0464  DESIGNATION -  M 358
 GD0464  PID         -  GD0464
 GD0464  STATE/COUNTY-  KY/BALLARD
 GD0464  USGS QUAD   -  WICKLIFFE (1983)
 GD0464
 GD0464                         *CURRENT SURVEY CONTROL
 GD0464  ___________________________________________________________________
 GD0464* NAD 83(1986)-  36 57 16.     (N)    089 05 28.     (W)     SCALED    
 GD0464* NAVD 88     -       143.290  (meters)     470.11   (feet)  ADJUSTED  
 GD0464  ___________________________________________________________________
 GD0464  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0464  DYNAMIC HT  -         143.183 (meters)     469.76  (feet)  COMP
 GD0464  MODELED GRAV-     979,881.7   (mgal)                       NAVD 88
 GD0464
 GD0464  VERT ORDER  -  FIRST     CLASS I
 GD0464
 GD0464.The horizontal coordinates were scaled from a topographic map and have
 GD0464.an estimated accuracy of +/- 6 seconds.
 GD0464
 GD0464.The orthometric height was determined by differential leveling
 GD0464.and adjusted by the National Geodetic Survey in June 1991..
 GD0464
 GD0464.The geoid height was determined by GEOID03.
 GD0464
 GD0464.The dynamic height is computed by dividing the NAVD 88
 GD0464.geopotential number by the normal gravity value computed on the
 GD0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0464.degrees latitude (g = 980.6199 gals.).
 GD0464
 GD0464.The modeled gravity was interpolated from observed gravity values.
 GD0464
 GD0464;                    North         East    Units  Estimated Accuracy
 GD0464;SPC KY1Z     - 1,074,260.    1,202,480.      MT  (+/- 180 meters Scaled)
 GD0464
 GD0464                          SUPERSEDED SURVEY CONTROL
 GD0464
 GD0464  NGVD 29 (??/??/??)  143.173  (m)          469.73   (f) ADJUSTED    1 1
 GD0464
 GD0464.Superseded values are not recommended for survey control.
 GD0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0464.See file dsdata.txt to determine how the superseded data were derived.
 GD0464
 GD0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF138918(NAD 83)
 GD0464_MARKER: DB = BENCH MARK DISK
 GD0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0464_STAMPING: M 358 1957
 GD0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0464+STABILITY: SURFACE MOTION
 GD0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0464+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2002
 GD0464
 GD0464  HISTORY     - Date     Condition        Report By
 GD0464  HISTORY     - 1957     MONUMENTED       CGS
 GD0464  HISTORY     - 1974     GOOD             NGS
 GD0464  HISTORY     - 20020423 GOOD             USACE
 GD0464
 GD0464                          STATION DESCRIPTION
 GD0464
 GD0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0464'0.8 MI S FROM WICKLIFFE.
 GD0464'ABOUT 0.75 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURTHOUSE
 GD0464'AT WICKLIFFE, ABOUT 400 FEET NORTH OF HIGHEST POINT OF A LONG HILL
 GD0464'AND CURVE IN HIGHWAY, 51.3 FEET WEST OF THE CENTER LINE OF
 GD0464'HIGHWAY, 66.4 FEET EAST OF THE NORTHEAST CORNER OF A LARGE METAL
 GD0464'BUILDING (INTERNATIONAL HARVESTER COMPANY), 21.6 FEET SOUTHWEST
 GD0464'OF A POWER POLE, 8.5 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 GD0464'GRAVEL DRIVEWAY LEADING WEST, 6 FEET WEST-NORTHWEST OF A LONE
 GD0464'3-FORKED ELM TREE AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 GD0464'THE GROUND.
 GD0464
 GD0464                          STATION RECOVERY (2002)
 GD0464
 GD0464'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0061 ***********************************************************************
 HZ0061  DESIGNATION -  M 36
 HZ0061  PID         -  HZ0061
 HZ0061  STATE/COUNTY-  KY/HARRISON
 HZ0061  USGS QUAD   -  CYNTHIANA (1978)
 HZ0061
 HZ0061                         *CURRENT SURVEY CONTROL
 HZ0061  ___________________________________________________________________
 HZ0061* NAD 83(1986)-  38 27 33.     (N)    084 19 39.     (W)     SCALED    
 HZ0061* NAVD 88     -       215.550  (meters)     707.18   (feet)  ADJUSTED  
 HZ0061  ___________________________________________________________________
 HZ0061  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 HZ0061  DYNAMIC HT  -         215.396 (meters)     706.68  (feet)  COMP
 HZ0061  MODELED GRAV-     979,913.2   (mgal)                       NAVD 88
 HZ0061
 HZ0061  VERT ORDER  -  SECOND    CLASS 0
 HZ0061
 HZ0061.The horizontal coordinates were scaled from a topographic map and have
 HZ0061.an estimated accuracy of +/- 6 seconds.
 HZ0061
 HZ0061.The orthometric height was determined by differential leveling
 HZ0061.and adjusted by the National Geodetic Survey in June 1991..
 HZ0061
 HZ0061.The geoid height was determined by GEOID03.
 HZ0061
 HZ0061.The dynamic height is computed by dividing the NAVD 88
 HZ0061.geopotential number by the normal gravity value computed on the
 HZ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0061.degrees latitude (g = 980.6199 gals.).
 HZ0061
 HZ0061.The modeled gravity was interpolated from observed gravity values.
 HZ0061
 HZ0061;                    North         East    Units  Estimated Accuracy
 HZ0061;SPC KY1Z     - 1,236,880.    1,624,150.      MT  (+/- 180 meters Scaled)
 HZ0061
 HZ0061                          SUPERSEDED SURVEY CONTROL
 HZ0061
 HZ0061  NGVD 29 (??/??/92)  215.749  (m)          707.84   (f) ADJ UNCH    2 0
 HZ0061
 HZ0061.Superseded values are not recommended for survey control.
 HZ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0061.See file dsdata.txt to determine how the superseded data were derived.
 HZ0061
 HZ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH331601(NAD 83)
 HZ0061_MARKER: DB = BENCH MARK DISK
 HZ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0061_STAMPING: M 36 1935 707.837
 HZ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0061+STABILITY: SURFACE MOTION
 HZ0061
 HZ0061  HISTORY     - Date     Condition        Report By
 HZ0061  HISTORY     - 1935     MONUMENTED       CGS
 HZ0061  HISTORY     - 1955     GOOD             NGS
 HZ0061
 HZ0061                          STATION DESCRIPTION
 HZ0061
 HZ0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HZ0061'2.2 MI N FROM POINDEXTER.
 HZ0061'MARK MAY BE REACHED BY ROAD, 1.75 MILES NORTH ALONG WEST SIDE OF
 HZ0061'TRACKS ALONG A GRAVEL ROAD FROM THE OVERPASS OF RAILROAD 0.1
 HZ0061'MILE NORTH OF STATION AT POINDEXTER, THENCE 0.5 MILE EAST ON
 HZ0061'PRIVATE ROAD TO GATE AT RAILROAD CROSSING.  MARK AS ABOVE.
 HZ0061'NOTE-- 2.2 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HZ0061'FROM THE STATION AT POINDEXTER, 3.3 MILES SOUTH OF THE STATION AT
 HZ0061'ROBINSON, 3 1/2 RAILS SOUTH OF MILE POST 60, 51.9 FEET WEST OF THE
 HZ0061'WEST RAIL, 14.5 FEET SOUTH OF THE CENTER OF A GATE ACROSS A
 HZ0061'PRIVATE ROAD, 2.8 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE,
 HZ0061'ACROSS TRACKS FROM SIGNAL NO. 602, ABOUT 5 FEET BELOW THE LEVEL
 HZ0061'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1802 ***********************************************************************
 GY1802  DESIGNATION -  M 369
 GY1802  PID         -  GY1802
 GY1802  STATE/COUNTY-  KY/MORGAN
 GY1802  USGS QUAD   -  CANNEL CITY (1993)
 GY1802
 GY1802                         *CURRENT SURVEY CONTROL
 GY1802  ___________________________________________________________________
 GY1802* NAD 83(1986)-  37 48 33.     (N)    083 15 41.     (W)     SCALED    
 GY1802* NAVD 88     -       260.804  (meters)     855.65   (feet)  ADJUSTED  
 GY1802  ___________________________________________________________________
 GY1802  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GY1802  DYNAMIC HT  -         260.610 (meters)     855.02  (feet)  COMP
 GY1802  MODELED GRAV-     979,880.0   (mgal)                       NAVD 88
 GY1802
 GY1802  VERT ORDER  -  FIRST     CLASS I
 GY1802
 GY1802.The horizontal coordinates were scaled from a topographic map and have
 GY1802.an estimated accuracy of +/- 6 seconds.
 GY1802
 GY1802.The orthometric height was determined by differential leveling
 GY1802.and adjusted by the National Geodetic Survey in June 1991..
 GY1802
 GY1802.The geoid height was determined by GEOID03.
 GY1802
 GY1802.The dynamic height is computed by dividing the NAVD 88
 GY1802.geopotential number by the normal gravity value computed on the
 GY1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1802.degrees latitude (g = 980.6199 gals.).
 GY1802
 GY1802.The modeled gravity was interpolated from observed gravity values.
 GY1802
 GY1802;                    North         East    Units  Estimated Accuracy
 GY1802;SPC KY1Z     - 1,166,710.    1,719,100.      MT  (+/- 180 meters Scaled)
 GY1802
 GY1802                          SUPERSEDED SURVEY CONTROL
 GY1802
 GY1802  NGVD 29 (??/??/92)  260.958  (m)          856.16   (f) ADJ UNCH    1 1
 GY1802
 GY1802.Superseded values are not recommended for survey control.
 GY1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1802.See file dsdata.txt to determine how the superseded data were derived.
 GY1802
 GY1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB009870(NAD 83)
 GY1802_MARKER: DB = BENCH MARK DISK
 GY1802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY1802_SP_SET: CULVERT
 GY1802_STAMPING: M 369 1967
 GY1802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1802
 GY1802  HISTORY     - Date     Condition        Report By
 GY1802  HISTORY     - 1967     MONUMENTED       CGS
 GY1802  HISTORY     - 19990316 POOR             KYDT
 GY1802
 GY1802                          STATION DESCRIPTION
 GY1802
 GY1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1802'1.6 MI NE FROM CANNEL CITY.
 GY1802'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 191 FROM THE
 GY1802'SCHOOL AT CANNEL CITY, ABOUT 40 YARDS NORTH OF THE STEPS LEADING
 GY1802'TO THE ENTRANCE TO THE REDEEMED CHURCH OF CANEY, SET ON THE TOP
 GY1802'OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A 15-FOOT
 GY1802'BOX CULVERT UNDER THE HIGHWAY, 14 FEET WEST OF THE CENTER LINE
 GY1802'OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 GY1802
 GY1802                          STATION RECOVERY (1999)
 GY1802
 GY1802'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 GY1802'MARK IS 8 FEET NORTH OF SOUTH END OF HEADWALL, MUTILATED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1771 ***********************************************************************
 HY1771  DESIGNATION -  M 37
 HY1771  PID         -  HY1771
 HY1771  STATE/COUNTY-  KY/MONTGOMERY
 HY1771  USGS QUAD   -  PRESTON (1978)
 HY1771
 HY1771                         *CURRENT SURVEY CONTROL
 HY1771  ___________________________________________________________________
 HY1771* NAD 83(1986)-  38 05 44.     (N)    083 50 54.     (W)     SCALED    
 HY1771* NAVD 88     -       249.138  (meters)     817.38   (feet)  ADJUSTED  
 HY1771  ___________________________________________________________________
 HY1771  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HY1771  DYNAMIC HT  -         248.959 (meters)     816.79  (feet)  COMP
 HY1771  MODELED GRAV-     979,902.2   (mgal)                       NAVD 88
 HY1771
 HY1771  VERT ORDER  -  SECOND    CLASS 0
 HY1771
 HY1771.The horizontal coordinates were scaled from a topographic map and have
 HY1771.an estimated accuracy of +/- 6 seconds.
 HY1771
 HY1771.The orthometric height was determined by differential leveling
 HY1771.and adjusted by the National Geodetic Survey in June 1991..
 HY1771
 HY1771.The geoid height was determined by GEOID03.
 HY1771
 HY1771.The dynamic height is computed by dividing the NAVD 88
 HY1771.geopotential number by the normal gravity value computed on the
 HY1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1771.degrees latitude (g = 980.6199 gals.).
 HY1771
 HY1771.The modeled gravity was interpolated from observed gravity values.
 HY1771
 HY1771;                    North         East    Units  Estimated Accuracy
 HY1771;SPC KY1Z     - 1,197,280.    1,666,790.      MT  (+/- 180 meters Scaled)
 HY1771
 HY1771                          SUPERSEDED SURVEY CONTROL
 HY1771
 HY1771  NGVD 29 (??/??/92)  249.293  (m)          817.89   (f) ADJ UNCH    2 0
 HY1771
 HY1771.Superseded values are not recommended for survey control.
 HY1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1771.See file dsdata.txt to determine how the superseded data were derived.
 HY1771
 HY1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC502202(NAD 83)
 HY1771_MARKER: DB = BENCH MARK DISK
 HY1771_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1771_SP_SET: BRIDGE SEAT
 HY1771_STAMPING: M 37 1935 817.889
 HY1771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1771+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 HY1771
 HY1771  HISTORY     - Date     Condition        Report By
 HY1771  HISTORY     - 1935     MONUMENTED       CGS
 HY1771  HISTORY     - 1963     GOOD             NGS
 HY1771  HISTORY     - 20040316 GOOD             KYDT
 HY1771
 HY1771                          STATION DESCRIPTION
 HY1771
 HY1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HY1771'6.4 MI ENE FROM MOUNT STERLING.
 HY1771'3.2 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 60 FROM THE POST
 HY1771'OFFICE IN MOUNT STERLING, TO JUNCTION WITH STATE HIGHWAY NO. 647,
 HY1771'THENCE 0.1 MILE SOUTH ON HIGHWAY 647 TO SIDE ROAD EAST-NORTHEAST,
 HY1771'THENCE 3.05 MILE EAST-NORTHEAST ALONG A NARROW BLACK TOP ROAD
 HY1771'PARALLELING THE CHESAPEAKE AND OHIO RAILROAD TO A SIDE ROAD NORTH
 HY1771'INTO CREEK BOTTOM, AT RAILROAD BRIDGE NO. 6033, OVER SALT
 HY1771'WELL BRANCH AT ITS CONFLUENCE WITH STEPSTONE CREEK, ON SOUTH
 HY1771'END OF EAST BRIDGE SEAT, 10 FEET SOUTH OF THE SOUTH RAIL,
 HY1771'6 FEET BELOW LEVEL OF THE TRACK.
 HY1771
 HY1771                          STATION RECOVERY (2004)
 HY1771
 HY1771'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1771'THIS RAILROAD NOW ABANDONED, TRACKS HAVE BEEN TAKEN UP,
 HY1771'ABUTMENTS/PIERS REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AD9233 ***********************************************************************
 AD9233  DESIGNATION -  M 370 RESET
 AD9233  PID         -  AD9233
 AD9233  STATE/COUNTY-  KY/BREATHITT
 AD9233  USGS QUAD   -  LANDSAW (1971)
 AD9233
 AD9233                         *CURRENT SURVEY CONTROL
 AD9233  ___________________________________________________________________
 AD9233* NAD 83(1986)-  37 39 59.     (N)    083 22 46.     (W)     SCALED    
 AD9233* NAVD 88     -       255.96   (meters)     839.8    (feet)  RESET     
 AD9233  ___________________________________________________________________
 AD9233  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 AD9233
 AD9233  VERT ORDER  -  THIRD
 AD9233
 AD9233.The horizontal coordinates were scaled from a topographic map and have
 AD9233.an estimated accuracy of +/- 6 seconds.
 AD9233
 AD9233.The orthometric height was computed from unverified reset data.
 AD9233
 AD9233.The geoid height was determined by GEOID03.
 AD9233
 AD9233;                    North         East    Units  Estimated Accuracy
 AD9233;SPC KY1Z     - 1,150,600.    1,709,110.      MT  (+/- 180 meters Scaled)
 AD9233
 AD9233                          SUPERSEDED SURVEY CONTROL
 AD9233
 AD9233.No superseded survey control is available for this station.
 AD9233
 AD9233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB901714(NAD 83)
 AD9233_MARKER: DV = VERTICAL CONTROL DISK
 AD9233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD9233_SP_SET: CULVERT HEADWALL
 AD9233_STAMPING: M 370 1967 RESET 1996
 AD9233_MARK LOGO: NGS   
 AD9233_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9233+STABILITY: SURFACE MOTION
 AD9233
 AD9233  HISTORY     - Date     Condition        Report By
 AD9233  HISTORY     - 1996     MONUMENTED       KYDT
 AD9233
 AD9233                          STATION DESCRIPTION
 AD9233
 AD9233'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 AD9233'ABOUT 6.5 MILES (10.5 KM) ALONG JY 15 FROM JUNCTION OF KY 30 AT
 AD9233'JACKSON, THENCE 4.2 MILES (6.8 KM) NORTHEAST ALONG KY 205, IN TOP OF
 AD9233'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 24 FOOT (7.3 M)
 AD9233'DOUBLE BARREL SKEWED CONCRETE CULVERT, 46 5 FEET (1.5 M) SOUTHEAST OF
 AD9233'CENTERLINE KY 205, AND ABOUT 0.5 FEET (15.2 CM) ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1655 ***********************************************************************
 HY1655  DESIGNATION -  M 371
 HY1655  PID         -  HY1655
 HY1655  STATE/COUNTY-  KY/MORGAN
 HY1655  USGS QUAD   -  WRIGLEY (1993)
 HY1655
 HY1655                         *CURRENT SURVEY CONTROL
 HY1655  ___________________________________________________________________
 HY1655* NAD 83(1986)-  38 01 34.     (N)    083 17 09.     (W)     SCALED    
 HY1655* NAVD 88     -       245.106  (meters)     804.15   (feet)  ADJUSTED  
 HY1655  ___________________________________________________________________
 HY1655  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HY1655  DYNAMIC HT  -         244.931 (meters)     803.58  (feet)  COMP
 HY1655  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 HY1655
 HY1655  VERT ORDER  -  FIRST     CLASS I
 HY1655
 HY1655.The horizontal coordinates were scaled from a topographic map and have
 HY1655.an estimated accuracy of +/- 6 seconds.
 HY1655
 HY1655.The orthometric height was determined by differential leveling
 HY1655.and adjusted by the National Geodetic Survey in June 1991..
 HY1655
 HY1655.The geoid height was determined by GEOID03.
 HY1655
 HY1655.The dynamic height is computed by dividing the NAVD 88
 HY1655.geopotential number by the normal gravity value computed on the
 HY1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1655.degrees latitude (g = 980.6199 gals.).
 HY1655
 HY1655.The modeled gravity was interpolated from observed gravity values.
 HY1655
 HY1655;                    North         East    Units  Estimated Accuracy
 HY1655;SPC KY1Z     - 1,190,730.    1,716,310.      MT  (+/- 180 meters Scaled)
 HY1655
 HY1655                          SUPERSEDED SURVEY CONTROL
 HY1655
 HY1655  NGVD 29 (??/??/92)  245.274  (m)          804.70   (f) ADJ UNCH    1 1
 HY1655
 HY1655.Superseded values are not recommended for survey control.
 HY1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1655.See file dsdata.txt to determine how the superseded data were derived.
 HY1655
 HY1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC993111(NAD 83)
 HY1655_MARKER: DB = BENCH MARK DISK
 HY1655_SETTING: 66 = SET IN ROCK OUTCROP
 HY1655_SP_SET: ROCK CUT
 HY1655_STAMPING: M 371 1967
 HY1655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1655+STABILITY: POSITION/ELEVATION WELL
 HY1655
 HY1655  HISTORY     - Date     Condition        Report By
 HY1655  HISTORY     - 1967     MONUMENTED       CGS
 HY1655
 HY1655                          STATION DESCRIPTION
 HY1655
 HY1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1655'0.9 MI NW FROM WRIGLEY.
 HY1655'ABOUT 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 711 FROM THE
 HY1655'INTERSECTION OF STATE HIGHWAY 7 AT WRIGLEY, SET VERTICALLY IN
 HY1655'THE SOUTHWEST FACE OF A ROCK CUT WHICH IS ABOUT 225 FEET LONG AND
 HY1655'15 FEET HIGH, 23 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HY1655'25 FEET SOUTHEAST OF THE NORTHWEST END OF THE CUT, 2 1/2 FEET ABOVE
 HY1655'THE LEVEL OF THE GROUND AND THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1581 ***********************************************************************
 HY1581  DESIGNATION -  M 372
 HY1581  PID         -  HY1581
 HY1581  STATE/COUNTY-  KY/CARTER
 HY1581  USGS QUAD   -  OLIVE HILL (1975)
 HY1581
 HY1581                         *CURRENT SURVEY CONTROL
 HY1581  ___________________________________________________________________
 HY1581* NAD 83(1986)-  38 18 01.     (N)    083 10 33.     (W)     SCALED    
 HY1581* NAVD 88     -       232.363  (meters)     762.34   (feet)  ADJUSTED  
 HY1581  ___________________________________________________________________
 HY1581  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY1581  DYNAMIC HT  -         232.206 (meters)     761.83  (feet)  COMP
 HY1581  MODELED GRAV-     979,946.2   (mgal)                       NAVD 88
 HY1581
 HY1581  VERT ORDER  -  FIRST     CLASS I
 HY1581
 HY1581.The horizontal coordinates were scaled from a topographic map and have
 HY1581.an estimated accuracy of +/- 6 seconds.
 HY1581
 HY1581.The orthometric height was determined by differential leveling
 HY1581.and adjusted by the National Geodetic Survey in June 1991..
 HY1581
 HY1581.The geoid height was determined by GEOID03.
 HY1581
 HY1581.The dynamic height is computed by dividing the NAVD 88
 HY1581.geopotential number by the normal gravity value computed on the
 HY1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1581.degrees latitude (g = 980.6199 gals.).
 HY1581
 HY1581.The modeled gravity was interpolated from observed gravity values.
 HY1581
 HY1581;                    North         East    Units  Estimated Accuracy
 HY1581;SPC KY1Z     - 1,221,400.    1,725,130.      MT  (+/- 180 meters Scaled)
 HY1581
 HY1581                          SUPERSEDED SURVEY CONTROL
 HY1581
 HY1581  NGVD 29 (??/??/92)  232.540  (m)          762.92   (f) ADJ UNCH    1 1
 HY1581
 HY1581.Superseded values are not recommended for survey control.
 HY1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1581.See file dsdata.txt to determine how the superseded data were derived.
 HY1581
 HY1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC097413(NAD 83)
 HY1581_MARKER: DB = BENCH MARK DISK
 HY1581_SETTING: 66 = SET IN ROCK OUTCROP
 HY1581_SP_SET: ROCK LEDGE
 HY1581_STAMPING: M 372 1967
 HY1581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1581+STABILITY: POSITION/ELEVATION WELL
 HY1581
 HY1581  HISTORY     - Date     Condition        Report By
 HY1581  HISTORY     - 1967     MONUMENTED       CGS
 HY1581
 HY1581                          STATION DESCRIPTION
 HY1581
 HY1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1581'AT OLIVE HILL.
 HY1581'AT OLIVE HILL, 97 YARDS NORTHEAST OF AND ACROSS U.S. HIGHWAY 60
 HY1581'FROM THE NORTHEAST CORNER OF THE POST OFFICE BUILDING, SET ON
 HY1581'THE TOP OF A ROCK LEDGE WHICH IS ABOUT 4 FEET LONG-1 FOOT WIDE
 HY1581'AND AT THE BASE OF A ROCK CUT, 8 1/2 FEET NORTH OF THE NORTH
 HY1581'CURB OF U.S. HIGHWAY 60, 1 FOOT NORTHWEST OF THE SOUTHEAST
 HY1581'CORNER OF THE LEDGE, 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND
 HY1581'AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0876 ***********************************************************************
 HY0876  DESIGNATION -  M 373
 HY0876  PID         -  HY0876
 HY0876  STATE/COUNTY-  KY/CARTER
 HY0876  USGS QUAD   -  OLDTOWN (1978)
 HY0876
 HY0876                         *CURRENT SURVEY CONTROL
 HY0876  ___________________________________________________________________
 HY0876* NAD 83(1986)-  38 22 50.     (N)    082 55 58.     (W)     SCALED    
 HY0876* NAVD 88     -       172.566  (meters)     566.16   (feet)  ADJUSTED  
 HY0876  ___________________________________________________________________
 HY0876  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HY0876  DYNAMIC HT  -         172.453 (meters)     565.79  (feet)  COMP
 HY0876  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 HY0876
 HY0876  VERT ORDER  -  FIRST     CLASS I
 HY0876
 HY0876.The horizontal coordinates were scaled from a topographic map and have
 HY0876.an estimated accuracy of +/- 6 seconds.
 HY0876
 HY0876.The orthometric height was determined by differential leveling
 HY0876.and adjusted by the National Geodetic Survey in June 1991..
 HY0876
 HY0876.The geoid height was determined by GEOID03.
 HY0876
 HY0876.The dynamic height is computed by dividing the NAVD 88
 HY0876.geopotential number by the normal gravity value computed on the
 HY0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0876.degrees latitude (g = 980.6199 gals.).
 HY0876
 HY0876.The modeled gravity was interpolated from observed gravity values.
 HY0876
 HY0876;                    North         East    Units  Estimated Accuracy
 HY0876;SPC KY1Z     - 1,230,920.    1,746,110.      MT  (+/- 180 meters Scaled)
 HY0876
 HY0876                          SUPERSEDED SURVEY CONTROL
 HY0876
 HY0876  NGVD 29 (??/??/92)  172.749  (m)          566.76   (f) ADJ UNCH    1 1
 HY0876
 HY0876.Superseded values are not recommended for survey control.
 HY0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0876.See file dsdata.txt to determine how the superseded data were derived.
 HY0876
 HY0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC311498(NAD 83)
 HY0876_MARKER: DB = BENCH MARK DISK
 HY0876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0876_SP_SET: CULVERT
 HY0876_STAMPING: M 373 1967
 HY0876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0876
 HY0876  HISTORY     - Date     Condition        Report By
 HY0876  HISTORY     - 1967     MONUMENTED       CGS
 HY0876
 HY0876                          STATION DESCRIPTION
 HY0876
 HY0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0876'4.8 MI N FROM GRAYSON.
 HY0876'ABOUT 4.8 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 HY0876'U.S. HIGHWAY 60 AT GRAYSON, ABOUT 1.1 MILES NORTH OF THE PACTOLUS
 HY0876'METHODIST CHURCH, SET ON THE TOP OF THE SOUTH END OF THE EAST
 HY0876'HEAD WALL OF A 5-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 HY0876'22 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 6 FEET
 HY0876'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1622 ***********************************************************************
 HY1622  DESIGNATION -  M 374
 HY1622  PID         -  HY1622
 HY1622  STATE/COUNTY-  KY/ROWAN
 HY1622  USGS QUAD   -  MOREHEAD (1978)
 HY1622
 HY1622                         *CURRENT SURVEY CONTROL
 HY1622  ___________________________________________________________________
 HY1622* NAD 83(1986)-  38 08 08.     (N)    083 25 11.     (W)     SCALED    
 HY1622* NAVD 88     -       278.446  (meters)     913.53   (feet)  ADJUSTED  
 HY1622  ___________________________________________________________________
 HY1622  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HY1622  DYNAMIC HT  -         278.247 (meters)     912.88  (feet)  COMP
 HY1622  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
 HY1622
 HY1622  VERT ORDER  -  FIRST     CLASS I
 HY1622
 HY1622.The horizontal coordinates were scaled from a topographic map and have
 HY1622.an estimated accuracy of +/- 6 seconds.
 HY1622
 HY1622.The orthometric height was determined by differential leveling
 HY1622.and adjusted by the National Geodetic Survey in June 1991..
 HY1622
 HY1622.The geoid height was determined by GEOID03.
 HY1622
 HY1622.The dynamic height is computed by dividing the NAVD 88
 HY1622.geopotential number by the normal gravity value computed on the
 HY1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1622.degrees latitude (g = 980.6199 gals.).
 HY1622
 HY1622.The modeled gravity was interpolated from observed gravity values.
 HY1622
 HY1622;                    North         East    Units  Estimated Accuracy
 HY1622;SPC KY1Z     - 1,202,570.    1,704,260.      MT  (+/- 180 meters Scaled)
 HY1622
 HY1622                          SUPERSEDED SURVEY CONTROL
 HY1622
 HY1622  NGVD 29 (??/??/92)  278.613  (m)          914.08   (f) ADJ UNCH    1 1
 HY1622
 HY1622.Superseded values are not recommended for survey control.
 HY1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1622.See file dsdata.txt to determine how the superseded data were derived.
 HY1622
 HY1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC879236(NAD 83)
 HY1622_MARKER: DB = BENCH MARK DISK
 HY1622_SETTING: 66 = SET IN ROCK OUTCROP
 HY1622_SP_SET: ROCK CUT
 HY1622_STAMPING: M 374 1967
 HY1622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1622+STABILITY: POSITION/ELEVATION WELL
 HY1622
 HY1622  HISTORY     - Date     Condition        Report By
 HY1622  HISTORY     - 1967     MONUMENTED       CGS
 HY1622  HISTORY     - 1979     GOOD             LOCENG
 HY1622  HISTORY     - 19970826 MARK NOT FOUND   KYDT
 HY1622
 HY1622                          STATION DESCRIPTION
 HY1622
 HY1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1622'2.2 MI SE FROM CLEARFIELD.
 HY1622'ABOUT 2.25 MILES SOUTHEAST ALONG STATE HIGHWAY 519 FROM THE POST
 HY1622'OFFICE AT CLEARFIELD, ABOUT 0.1 MILE SOUTHEAST OF THE SOUTH ONE
 HY1622'OF TWO BRIDGES OVER MORGAN FORK, ON THE NORTHWEST SLOPE OF A
 HY1622'LONG CROOKED HILL, SET VERTICALLY IN THE WEST FACE OF A ROCK
 HY1622'CUT WHICH IS ABOUT 0.25 MILE LONG AND 20 FEET HIGH, 20 FEET EAST
 HY1622'OF THE CENTER LINE OF THE HIGHWAY, 69 FEET NORTH OF THE EAST END
 HY1622'OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 2 1/2 FEET ABOVE
 HY1622'THE LEVEL OF THE GROUND AND 1 FOOT ABOVE THE LEVEL OF THE
 HY1622'HIGHWAY.
 HY1622
 HY1622                          STATION RECOVERY (1979)
 HY1622
 HY1622'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1622'RECOVERED IN GOOD CONDITION.
 HY1622
 HY1622                          STATION RECOVERY (1997)
 HY1622
 HY1622'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY1622'BELIEVE THIS MARK TORN OUT BY PREVIOUS ROAD WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1588 ***********************************************************************
 HY1588  DESIGNATION -  M 375
 HY1588  PID         -  HY1588
 HY1588  STATE/COUNTY-  KY/CARTER
 HY1588  USGS QUAD   -  OLIVE HILL (1975)
 HY1588
 HY1588                         *CURRENT SURVEY CONTROL
 HY1588  ___________________________________________________________________
 HY1588* NAD 83(1986)-  38 15 59.     (N)    083 12 21.     (W)     SCALED    
 HY1588* NAVD 88     -       238.927  (meters)     783.88   (feet)  ADJUSTED  
 HY1588  ___________________________________________________________________
 HY1588  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HY1588  DYNAMIC HT  -         238.763 (meters)     783.34  (feet)  COMP
 HY1588  MODELED GRAV-     979,937.5   (mgal)                       NAVD 88
 HY1588
 HY1588  VERT ORDER  -  FIRST     CLASS I
 HY1588
 HY1588.The horizontal coordinates were scaled from a topographic map and have
 HY1588.an estimated accuracy of +/- 6 seconds.
 HY1588
 HY1588.The orthometric height was determined by differential leveling
 HY1588.and adjusted by the National Geodetic Survey in June 1991..
 HY1588
 HY1588.The geoid height was determined by GEOID03.
 HY1588
 HY1588.The dynamic height is computed by dividing the NAVD 88
 HY1588.geopotential number by the normal gravity value computed on the
 HY1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1588.degrees latitude (g = 980.6199 gals.).
 HY1588
 HY1588.The modeled gravity was interpolated from observed gravity values.
 HY1588
 HY1588;                    North         East    Units  Estimated Accuracy
 HY1588;SPC KY1Z     - 1,217,570.    1,722,610.      MT  (+/- 180 meters Scaled)
 HY1588
 HY1588                          SUPERSEDED SURVEY CONTROL
 HY1588
 HY1588  NGVD 29 (??/??/92)  239.101  (m)          784.45   (f) ADJ UNCH    1 1
 HY1588
 HY1588.Superseded values are not recommended for survey control.
 HY1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1588.See file dsdata.txt to determine how the superseded data were derived.
 HY1588
 HY1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC070376(NAD 83)
 HY1588_MARKER: DB = BENCH MARK DISK
 HY1588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1588_SP_SET: ABUTMENT
 HY1588_STAMPING: M 375 1967
 HY1588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1588
 HY1588  HISTORY     - Date     Condition        Report By
 HY1588  HISTORY     - 1967     MONUMENTED       CGS
 HY1588
 HY1588                          STATION DESCRIPTION
 HY1588
 HY1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1588'3.4 MI SW FROM OLIVE HILL.
 HY1588'ABOUT 3.35 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY1588'FROM THE STATION AT OLIVE HILL, ABOUT 0.15 MILE NORTHEAST OF
 HY1588'MILEPOST 563, 129 FEET EAST OF THE CENTER OF THE CROSSING OF
 HY1588'STATE HIGHWAY 174, SET ON THE TOP OF THE SOUTH END OF THE WEST
 HY1588'CONCRETE ABUTMENT OF AN 80-FOOT HIGHWAY BRIDGE OVER TYGARTS
 HY1588'CREEK, 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 5
 HY1588'FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1520 ***********************************************************************
 HY1520  DESIGNATION -  M 38
 HY1520  PID         -  HY1520
 HY1520  STATE/COUNTY-  KY/ROWAN
 HY1520  USGS QUAD   -  MOREHEAD (1978)
 HY1520
 HY1520                         *CURRENT SURVEY CONTROL
 HY1520  ___________________________________________________________________
 HY1520* NAD 83(1986)-  38 12 38.     (N)    083 28 39.     (W)     SCALED    
 HY1520* NAVD 88     -       249.522  (meters)     818.64   (feet)  ADJUSTED  
 HY1520  ___________________________________________________________________
 HY1520  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HY1520  DYNAMIC HT  -         249.351 (meters)     818.08  (feet)  COMP
 HY1520  MODELED GRAV-     979,936.7   (mgal)                       NAVD 88
 HY1520
 HY1520  VERT ORDER  -  SECOND    CLASS 0
 HY1520
 HY1520.The horizontal coordinates were scaled from a topographic map and have
 HY1520.an estimated accuracy of +/- 6 seconds.
 HY1520
 HY1520.The orthometric height was determined by differential leveling
 HY1520.and adjusted by the National Geodetic Survey in June 1991..
 HY1520
 HY1520.The geoid height was determined by GEOID03.
 HY1520
 HY1520.The dynamic height is computed by dividing the NAVD 88
 HY1520.geopotential number by the normal gravity value computed on the
 HY1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1520.degrees latitude (g = 980.6199 gals.).
 HY1520
 HY1520.The modeled gravity was interpolated from observed gravity values.
 HY1520
 HY1520;                    North         East    Units  Estimated Accuracy
 HY1520;SPC KY1Z     - 1,210,760.    1,698,990.      MT  (+/- 180 meters Scaled)
 HY1520
 HY1520                          SUPERSEDED SURVEY CONTROL
 HY1520
 HY1520  NGVD 29 (??/??/92)  249.681  (m)          819.16   (f) ADJ UNCH    2 0
 HY1520
 HY1520.Superseded values are not recommended for survey control.
 HY1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1520.See file dsdata.txt to determine how the superseded data were derived.
 HY1520
 HY1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC830320(NAD 83)
 HY1520_MARKER: DB = BENCH MARK DISK
 HY1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1520_STAMPING: M 38 1935 819.162
 HY1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1520+STABILITY: SURFACE MOTION
 HY1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY1520+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 HY1520
 HY1520  HISTORY     - Date     Condition        Report By
 HY1520  HISTORY     - 1935     MONUMENTED       CGS
 HY1520  HISTORY     - 1955     GOOD             NGS
 HY1520  HISTORY     - 1979     GOOD             LOCENG
 HY1520  HISTORY     - 20011211 GOOD             KYDT
 HY1520  HISTORY     - 20051026 GOOD             FRELAN
 HY1520
 HY1520                          STATION DESCRIPTION
 HY1520
 HY1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1520'4.4 MI NW FROM MOREHEAD.
 HY1520'4.35 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 HY1520'STATE HIGHWAY 32 AND U.S. HIGHWAY 60 IN MOREHEAD, 0.05 MILE
 HY1520'NORTHWEST OF THE ENTRANCE TO A HORSE FARM, ACROSS HIGHWAY FROM
 HY1520'THE 15TH POST SOUTHEAST OF THE NORTH CORNER OF WHITE PLANK FENCE
 HY1520'AROUND HORSE PASTURE, ABOUT 200 FEET SOUTHEAST OF A GAS LINE
 HY1520'CROSSING, 28.2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HY1520'17.7 FEET SOUTHEAST OF A CURVE SIGN, 10.8 FEET NORTHWEST OF THE
 HY1520'CENTER OF A GATE TO A FIELD, 3.3 FEET NORTHWEST OF THE NORTHWEST
 HY1520'GATE POST AND UNDER THE FENCE, ABOUT 1 FOOT ABOVE LEVEL OF
 HY1520'HIGHWAY.
 HY1520
 HY1520                          STATION RECOVERY (1979)
 HY1520
 HY1520'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HY1520'RECOVERED IN GOOD CONDITION.
 HY1520
 HY1520                          STATION RECOVERY (2001)
 HY1520
 HY1520'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 HY1520'MARK IS ACROSS FROM ENTRANCE TO MOREHEAD/ROWAN COUNTY INDUSTRIAL PARK,
 HY1520'10.8 FEET NORTHWEST OF CENTER OF GRAVEL DRIVE TO 1 STORY BRICK AND
 HY1520'VINYL HOUSE WITH A MOBILE HOME BEHIND IT, ABOUT 13 FEET SOUTHEAST OF
 HY1520'SOUTHWEST CORNER OF YARD.
 HY1520
 HY1520                          STATION RECOVERY (2005)
 HY1520
 HY1520'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 HY1520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1913 ***********************************************************************
 GY1913  DESIGNATION -  M 380
 GY1913  PID         -  GY1913
 GY1913  STATE/COUNTY-  KY/BREATHITT
 GY1913  USGS QUAD   -  HADDIX (1972)
 GY1913
 GY1913                         *CURRENT SURVEY CONTROL
 GY1913  ___________________________________________________________________
 GY1913* NAD 83(1986)-  37 26 51.     (N)    083 21 39.     (W)     SCALED    
 GY1913* NAVD 88     -       234.840  (meters)     770.47   (feet)  ADJUSTED  
 GY1913  ___________________________________________________________________
 GY1913  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GY1913  DYNAMIC HT  -         234.660 (meters)     769.88  (feet)  COMP
 GY1913  MODELED GRAV-     979,859.9   (mgal)                       NAVD 88
 GY1913
 GY1913  VERT ORDER  -  FIRST     CLASS I
 GY1913
 GY1913.The horizontal coordinates were scaled from a topographic map and have
 GY1913.an estimated accuracy of +/- 6 seconds.
 GY1913
 GY1913.The orthometric height was determined by differential leveling
 GY1913.and adjusted by the National Geodetic Survey in June 1991..
 GY1913
 GY1913.The geoid height was determined by GEOID03.
 GY1913
 GY1913.The dynamic height is computed by dividing the NAVD 88
 GY1913.geopotential number by the normal gravity value computed on the
 GY1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1913.degrees latitude (g = 980.6199 gals.).
 GY1913
 GY1913.The modeled gravity was interpolated from observed gravity values.
 GY1913
 GY1913;                    North         East    Units  Estimated Accuracy
 GY1913;SPC KY1Z     - 1,126,360.    1,711,370.      MT  (+/- 180 meters Scaled)
 GY1913
 GY1913                          SUPERSEDED SURVEY CONTROL
 GY1913
 GY1913  NGVD 29 (??/??/92)  234.998  (m)          770.99   (f) ADJ UNCH    1 1
 GY1913
 GY1913.Superseded values are not recommended for survey control.
 GY1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1913.See file dsdata.txt to determine how the superseded data were derived.
 GY1913
 GY1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB911471(NAD 83)
 GY1913_MARKER: DB = BENCH MARK DISK
 GY1913_SETTING: 66 = SET IN ROCK OUTCROP
 GY1913_SP_SET: ROCK OUTCROP
 GY1913_STAMPING: M 380 1967
 GY1913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1913+STABILITY: POSITION/ELEVATION WELL
 GY1913
 GY1913  HISTORY     - Date     Condition        Report By
 GY1913  HISTORY     - 1967     MONUMENTED       CGS
 GY1913
 GY1913                          STATION DESCRIPTION
 GY1913
 GY1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY1913'12.6 MI NW FROM CHAVIES.
 GY1913'ABOUT 12.65 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY1913'RAILROAD FROM DUFFS GENERAL STORE AT CHAVIES, OR ABOUT 13.1
 GY1913'MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHIVLLE RAILROAD FROM
 GY1913'THE STATION AT JACKSON, 12 TELEPHONE POLES WEST OF MILEPOST 211,
 GY1913'5 RAILS WEST OF A 6- X 6-FOOT METAL BUILDING, 39 FEET EAST OF THE
 GY1913'WEST END OF A CUT FOR THE RAILROAD, 18 1/2 FEET NORTH OF THE NORTH
 GY1913'RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE WEST END OF A LEDGE
 GY1913'ON A ROCK OUTCROP WHICH IS IN THE NORTH BANK OF THE CUT, 40 YARDS
 GY1913'EAST OF A SEMAPHORE, 89 FEET EAST OF THE CENTER LINE OF GRANNYS
 GY1913'BRANCH, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2007 ***********************************************************************
 GY2007  DESIGNATION -  M 381
 GY2007  PID         -  GY2007
 GY2007  STATE/COUNTY-  KY/PERRY
 GY2007  USGS QUAD   -  VICCO (1992)
 GY2007
 GY2007                         *CURRENT SURVEY CONTROL
 GY2007  ___________________________________________________________________
 GY2007* NAD 83(1986)-  37 09 38.     (N)    083 05 11.     (W)     SCALED    
 GY2007* NAVD 88     -       284.645  (meters)     933.87   (feet)  ADJUSTED  
 GY2007  ___________________________________________________________________
 GY2007  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GY2007  DYNAMIC HT  -         284.413 (meters)     933.11  (feet)  COMP
 GY2007  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 GY2007
 GY2007  VERT ORDER  -  FIRST     CLASS I
 GY2007
 GY2007.The horizontal coordinates were scaled from a topographic map and have
 GY2007.an estimated accuracy of +/- 6 seconds.
 GY2007
 GY2007.The orthometric height was determined by differential leveling
 GY2007.and adjusted by the National Geodetic Survey in June 1991..
 GY2007
 GY2007.The geoid height was determined by GEOID03.
 GY2007
 GY2007.The dynamic height is computed by dividing the NAVD 88
 GY2007.geopotential number by the normal gravity value computed on the
 GY2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2007.degrees latitude (g = 980.6199 gals.).
 GY2007
 GY2007.The modeled gravity was interpolated from observed gravity values.
 GY2007
 GY2007;                    North         East    Units  Estimated Accuracy
 GY2007;SPC KY1Z     - 1,095,190.    1,736,560.      MT  (+/- 180 meters Scaled)
 GY2007
 GY2007                          SUPERSEDED SURVEY CONTROL
 GY2007
 GY2007  NGVD 29 (??/??/92)  284.797  (m)          934.37   (f) ADJ UNCH    1 1
 GY2007
 GY2007.Superseded values are not recommended for survey control.
 GY2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2007.See file dsdata.txt to determine how the superseded data were derived.
 GY2007
 GY2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB147147(NAD 83)
 GY2007_MARKER: DB = BENCH MARK DISK
 GY2007_SETTING: 66 = SET IN ROCK OUTCROP
 GY2007_SP_SET: BOULDER
 GY2007_STAMPING: M 381 1967
 GY2007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2007+STABILITY: POSITION/ELEVATION WELL
 GY2007
 GY2007  HISTORY     - Date     Condition        Report By
 GY2007  HISTORY     - 1967     MONUMENTED       CGS
 GY2007
 GY2007                          STATION DESCRIPTION
 GY2007
 GY2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY2007'14.6 MI SE FROM HAZARD.
 GY2007'ABOUT 14.65 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY2007'RAILROAD FROM THE STATION AT HAZARD, 7 3/4 RAILS NORTHWEST OF
 GY2007'THE CROSSING OF THE RAILROAD AND A DIM TRAIL ROAD, 5 1/2 RAILS
 GY2007'SOUTHEAST OF THE NORTHEAST END OF A FOOTBRIDGE OVER THE NORTH
 GY2007'FORK KENTUCKY RIVER, 137 FEET NORTHWEST OF MILEPOST 257, 20
 GY2007'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, SET IN THE
 GY2007'TOP OF A LARGE SLOPING BOULDER WHICH IS PARTIALLY BENEATH ANOTHER
 GY2007'LARGE BOULDER, 58 FEET NORTH AND ACROSS THE TRACK FROM TELEPHONE
 GY2007'POLE NUMBER 4336, 25 FEET SOUTHWEST OF THE CENTERLINE OF A DIRT
 GY2007'ROAD, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE DIRT ROAD, AND ABOUT
 GY2007'2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1200 ***********************************************************************
 GB1200  DESIGNATION -  M 386
 GB1200  PID         -  GB1200
 GB1200  STATE/COUNTY-  KY/PULASKI
 GB1200  USGS QUAD   -  BURNSIDE (1982)
 GB1200
 GB1200                         *CURRENT SURVEY CONTROL
 GB1200  ___________________________________________________________________
 GB1200* NAD 83(1986)-  36 54 12.     (N)    084 30 06.     (W)     SCALED    
 GB1200* NAVD 88     -       322.149  (meters)    1056.92   (feet)  ADJUSTED  
 GB1200  ___________________________________________________________________
 GB1200  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GB1200  DYNAMIC HT  -         321.897 (meters)    1056.09  (feet)  COMP
 GB1200  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 GB1200
 GB1200  VERT ORDER  -  FIRST     CLASS I
 GB1200
 GB1200.The horizontal coordinates were scaled from a topographic map and have
 GB1200.an estimated accuracy of +/- 6 seconds.
 GB1200
 GB1200.The orthometric height was determined by differential leveling
 GB1200.and adjusted by the National Geodetic Survey in June 1991..
 GB1200
 GB1200.The geoid height was determined by GEOID03.
 GB1200
 GB1200.The dynamic height is computed by dividing the NAVD 88
 GB1200.geopotential number by the normal gravity value computed on the
 GB1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1200.degrees latitude (g = 980.6199 gals.).
 GB1200
 GB1200.The modeled gravity was interpolated from observed gravity values.
 GB1200
 GB1200;                    North         East    Units  Estimated Accuracy
 GB1200;SPC KY1Z     - 1,064,010.    1,611,260.      MT  (+/- 180 meters Scaled)
 GB1200
 GB1200                          SUPERSEDED SURVEY CONTROL
 GB1200
 GB1200  NGVD 29 (??/??/92)  322.307  (m)         1057.44   (f) ADJ UNCH    1 1
 GB1200
 GB1200.Superseded values are not recommended for survey control.
 GB1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1200.See file dsdata.txt to determine how the superseded data were derived.
 GB1200
 GB1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF225870(NAD 83)
 GB1200_MARKER: DB = BENCH MARK DISK
 GB1200_SETTING: 66 = SET IN ROCK OUTCROP
 GB1200_SP_SET: ROCK OUTCROP
 GB1200_STAMPING: M 386 1968
 GB1200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1200+STABILITY: POSITION/ELEVATION WELL
 GB1200
 GB1200  HISTORY     - Date     Condition        Report By
 GB1200  HISTORY     - 1968     MONUMENTED       CGS
 GB1200
 GB1200                          STATION DESCRIPTION
 GB1200
 GB1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB1200'8.9 MI S FROM BURNSIDE.
 GB1200'ABOUT 3.0 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB1200'STATION AT BURNSIDE, THENCE 5.95 MILES SOUTHEAST ALONG U.S.
 GB1200'HIGHWAY 27, AT THE SOUTHEAST END OF A CUT AND NORTHEAST END OF A
 GB1200'FILL FOR THE HIGHWAY, 35 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GB1200'HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP IN THE SOUTHWEST BANK
 GB1200'OF THE CUT FOR THE HIGHWAY, 122 FEET NORTHWEST OF THE
 GB1200'PULASKI-MC CREARY COUNTY LINE, 18 FEET WEST OF THE NORTHWEST END
 GB1200'OF A METAL GUARD RAIL, 1.0 FOOT SOUTHEAST OF A METAL WITNESS
 GB1200'POST, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1476 ***********************************************************************
 GZ1476  DESIGNATION -  M 387
 GZ1476  PID         -  GZ1476
 GZ1476  STATE/COUNTY-  KY/ADAIR
 GZ1476  USGS QUAD   -  COLUMBIA (1976)
 GZ1476
 GZ1476                         *CURRENT SURVEY CONTROL
 GZ1476  ___________________________________________________________________
 GZ1476* NAD 83(1986)-  37 05 31.     (N)    085 17 30.     (W)     SCALED    
 GZ1476* NAVD 88     -       235.730  (meters)     773.39   (feet)  ADJUSTED  
 GZ1476  ___________________________________________________________________
 GZ1476  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GZ1476  DYNAMIC HT  -         235.542 (meters)     772.77  (feet)  COMP
 GZ1476  MODELED GRAV-     979,828.1   (mgal)                       NAVD 88
 GZ1476
 GZ1476  VERT ORDER  -  FIRST     CLASS I
 GZ1476
 GZ1476.The horizontal coordinates were scaled from a topographic map and have
 GZ1476.an estimated accuracy of +/- 6 seconds.
 GZ1476
 GZ1476.The orthometric height was determined by differential leveling
 GZ1476.and adjusted by the National Geodetic Survey in June 1991..
 GZ1476
 GZ1476.The geoid height was determined by GEOID03.
 GZ1476
 GZ1476.The dynamic height is computed by dividing the NAVD 88
 GZ1476.geopotential number by the normal gravity value computed on the
 GZ1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1476.degrees latitude (g = 980.6199 gals.).
 GZ1476
 GZ1476.The modeled gravity was interpolated from observed gravity values.
 GZ1476
 GZ1476;                    North         East    Units  Estimated Accuracy
 GZ1476;SPC KY1Z     - 1,084,300.    1,540,750.      MT  (+/- 180 meters Scaled)
 GZ1476
 GZ1476                          SUPERSEDED SURVEY CONTROL
 GZ1476
 GZ1476  NGVD 29 (??/??/92)  235.889  (m)          773.91   (f) ADJ UNCH    1 1
 GZ1476
 GZ1476.Superseded values are not recommended for survey control.
 GZ1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1476.See file dsdata.txt to determine how the superseded data were derived.
 GZ1476
 GZ1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG518064(NAD 83)
 GZ1476_MARKER: DB = BENCH MARK DISK
 GZ1476_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1476_SP_SET: ROCK CUT
 GZ1476_STAMPING: M 387 1968
 GZ1476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1476+STABILITY: POSITION/ELEVATION WELL
 GZ1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1476+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 GZ1476
 GZ1476  HISTORY     - Date     Condition        Report By
 GZ1476  HISTORY     - 1968     MONUMENTED       CGS
 GZ1476  HISTORY     - 20050816 GOOD             KYTC
 GZ1476
 GZ1476                          STATION DESCRIPTION
 GZ1476
 GZ1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1476'1.2 MI SE FROM COLUMBIA.
 GZ1476'ABOUT 0.6 MILE SOUTHEAST ALONG JAMESTOWN STREET WHICH IS STATE
 GZ1476'HIGHWAYS 55 AND 80 AND THE ADAIR COUNTY COURTHOUSE AT COLUMBIA,
 GZ1476'THENCE 0.6 MILE EAST ALONG STATE HIGHWAY 80, 0.6 MILE EAST OF A
 GZ1476'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 55, SET VERTICALLY IN THE
 GZ1476'SOUTH FACE OF THE NORTH ROCK WALL OF A CUT FOR THE HIGHWAY,
 GZ1476'43 1/2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 83 FEET
 GZ1476'NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF A
 GZ1476'WOODEN BUILDING, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 GZ1476'HIGHWAY.
 GZ1476
 GZ1476                          STATION RECOVERY (2005)
 GZ1476
 GZ1476'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1916 ***********************************************************************
 GZ1916  DESIGNATION -  M 388
 GZ1916  PID         -  GZ1916
 GZ1916  STATE/COUNTY-  KY/BARREN
 GZ1916  USGS QUAD   -  GLASGOW NORTH (1979)
 GZ1916
 GZ1916                         *CURRENT SURVEY CONTROL
 GZ1916  ___________________________________________________________________
 GZ1916* NAD 83(1986)-  37 01 54.     (N)    085 56 59.     (W)     SCALED    
 GZ1916* NAVD 88     -       216.317  (meters)     709.70   (feet)  ADJUSTED  
 GZ1916  ___________________________________________________________________
 GZ1916  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GZ1916  DYNAMIC HT  -         216.145 (meters)     709.14  (feet)  COMP
 GZ1916  MODELED GRAV-     979,828.1   (mgal)                       NAVD 88
 GZ1916
 GZ1916  VERT ORDER  -  FIRST     CLASS I
 GZ1916
 GZ1916.This mark is at Glasgow Airport (GLW)
 GZ1916
 GZ1916.The horizontal coordinates were scaled from a topographic map and have
 GZ1916.an estimated accuracy of +/- 6 seconds.
 GZ1916
 GZ1916.The orthometric height was determined by differential leveling
 GZ1916.and adjusted by the National Geodetic Survey in June 1991..
 GZ1916
 GZ1916.The geoid height was determined by GEOID03.
 GZ1916
 GZ1916.The dynamic height is computed by dividing the NAVD 88
 GZ1916.geopotential number by the normal gravity value computed on the
 GZ1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1916.degrees latitude (g = 980.6199 gals.).
 GZ1916
 GZ1916.The modeled gravity was interpolated from observed gravity values.
 GZ1916
 GZ1916;                    North         East    Units  Estimated Accuracy
 GZ1916;SPC KY1Z     - 1,077,520.    1,482,230.      MT  (+/- 180 meters Scaled)
 GZ1916
 GZ1916                          SUPERSEDED SURVEY CONTROL
 GZ1916
 GZ1916  NGVD 29 (??/??/92)  216.445  (m)          710.12   (f) ADJ UNCH    1 1
 GZ1916
 GZ1916.Superseded values are not recommended for survey control.
 GZ1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1916.See file dsdata.txt to determine how the superseded data were derived.
 GZ1916
 GZ1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF934989(NAD 83)
 GZ1916_MARKER: DB = BENCH MARK DISK
 GZ1916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1916_SP_SET: FOUNDATION
 GZ1916_STAMPING: M 388 1968
 GZ1916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1916
 GZ1916  HISTORY     - Date     Condition        Report By
 GZ1916  HISTORY     - 1968     MONUMENTED       CGS
 GZ1916
 GZ1916                          STATION DESCRIPTION
 GZ1916
 GZ1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GZ1916'6.4 MI NW FROM GLASGOW.
 GZ1916'ABOUT 0.4 MILE WEST ALONG WEST WASHINGTON STREET FROM THE
 GZ1916'BARREN COUNTY COURTHOUSE AT GLASGOW, THENCE 4.2 MILES NORTHWEST
 GZ1916'ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, THENCE 0.75 MILE
 GZ1916'NORTHEAST ALONG A PAVED ROAD, THENCE 0.45 MILE SOUTHEAST ALONG
 GZ1916'A GRAVELED ROAD TO THE GALSGOW MUNICIPAL AIRPORT, THENCE 0.65
 GZ1916'MILE EAST CROSS-COUNTRY TO THE AIRPORT OFFICE BUILDING, SET
 GZ1916'VERTICALLY IN THE NORTH FACE OF THE CONCRETE FOUNDATION FOR
 GZ1916'THE BUILDING, 9.6 FEET EAST OF THE NORTHWEST CORNER OF THE
 GZ1916'BUILDING, 8 1/2 FEET WEST OF THE CENTER OF THE NORTH ENTRANCE
 GZ1916'TO THE BUILDING, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0383 ***********************************************************************
 HB0383  DESIGNATION -  M 389
 HB0383  PID         -  HB0383
 HB0383  STATE/COUNTY-  KY/MCCRACKEN
 HB0383  USGS QUAD   -  HEATH (1978)
 HB0383
 HB0383                         *CURRENT SURVEY CONTROL
 HB0383  ___________________________________________________________________
 HB0383* NAD 83(1986)-  37 03 44.     (N)    088 47 40.     (W)     SCALED    
 HB0383* NAVD 88     -       115.337  (meters)     378.40   (feet)  ADJUSTED  
 HB0383  ___________________________________________________________________
 HB0383  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 HB0383  DYNAMIC HT  -         115.251 (meters)     378.12  (feet)  COMP
 HB0383  MODELED GRAV-     979,887.0   (mgal)                       NAVD 88
 HB0383
 HB0383  VERT ORDER  -  FIRST     CLASS I
 HB0383
 HB0383.The horizontal coordinates were scaled from a topographic map and have
 HB0383.an estimated accuracy of +/- 6 seconds.
 HB0383
 HB0383.The orthometric height was determined by differential leveling
 HB0383.and adjusted by the National Geodetic Survey in June 1991..
 HB0383
 HB0383.The geoid height was determined by GEOID03.
 HB0383
 HB0383.The dynamic height is computed by dividing the NAVD 88
 HB0383.geopotential number by the normal gravity value computed on the
 HB0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0383.degrees latitude (g = 980.6199 gals.).
 HB0383
 HB0383.The modeled gravity was interpolated from observed gravity values.
 HB0383
 HB0383;                    North         East    Units  Estimated Accuracy
 HB0383;SPC KY1Z     - 1,085,310.    1,229,280.      MT  (+/- 180 meters Scaled)
 HB0383
 HB0383                          SUPERSEDED SURVEY CONTROL
 HB0383
 HB0383  NGVD 29 (??/??/??)  115.297  (m)          378.27   (f) ADJUSTED    1 1
 HB0383
 HB0383.Superseded values are not recommended for survey control.
 HB0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0383.See file dsdata.txt to determine how the superseded data were derived.
 HB0383
 HB0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG404032(NAD 83)
 HB0383_MARKER: DB = BENCH MARK DISK
 HB0383_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HB0383_SP_SET: BRIDGE GUARDRAIL
 HB0383_STAMPING: M 389 1968
 HB0383_MARK LOGO: CGS   
 HB0383_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0383
 HB0383  HISTORY     - Date     Condition        Report By
 HB0383  HISTORY     - 1968     MONUMENTED       CGS
 HB0383  HISTORY     - 19930801 GOOD             KYDT
 HB0383  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 HB0383
 HB0383                          STATION DESCRIPTION
 HB0383
 HB0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0383'3.6 MI SW FROM WEST PADUCAH.
 HB0383'ABOUT 0.3 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0383'THE POST OFFICE AT WEST PADUCAH TO MAXON CROSSING, THENCE 1.1
 HB0383'MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD, THENCE 2.15
 HB0383'MILES WEST ALONG U.S. HIGHWAY 60, SET IN THE TOP AND 1.7 FEET
 HB0383'WEST OF THE EAST END OF THE SOUTH CONCRETE GUARD RAIL BASE OF THE
 HB0383'MOST EASTERLY OF THREE HIGHWAY BRIDGES, 20 FEET SOUTH OF THE
 HB0383'CENTERLINE OF THE HIGHWAY, 193 FEET WEST OF THE CENTERLINE OF
 HB0383'STATE HIGHWAY 1490, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HB0383'HIGHWAY.
 HB0383
 HB0383                          STATION RECOVERY (1993)
 HB0383
 HB0383'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 HB0383'RECOVERED AS DESCRIBED.
 HB0383
 HB0383                          STATION RECOVERY (2003)
 HB0383
 HB0383'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHE)
 HB0383'CHANGE US HIGHWAY 60  TO KY STATE HIGHWAY 3520
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0217 ***********************************************************************
 HB0217  DESIGNATION -  M 390
 HB0217  PID         -  HB0217
 HB0217  STATE/COUNTY-  KY/LIVINGSTON
 HB0217  USGS QUAD   -  GRAND RIVERS (1993)
 HB0217
 HB0217                         *CURRENT SURVEY CONTROL
 HB0217  ___________________________________________________________________
 HB0217* NAD 83(1986)-  37 00 56.     (N)    088 14 01.     (W)     SCALED    
 HB0217* NAVD 88     -       121.097  (meters)     397.30   (feet)  ADJUSTED  
 HB0217  ___________________________________________________________________
 HB0217  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HB0217  DYNAMIC HT  -         121.006 (meters)     397.00  (feet)  COMP
 HB0217  MODELED GRAV-     979,883.4   (mgal)                       NAVD 88
 HB0217
 HB0217  VERT ORDER  -  FIRST     CLASS I
 HB0217
 HB0217.The horizontal coordinates were scaled from a topographic map and have
 HB0217.an estimated accuracy of +/- 6 seconds.
 HB0217
 HB0217.The orthometric height was determined by differential leveling
 HB0217.and adjusted by the National Geodetic Survey in June 1991..
 HB0217
 HB0217.The geoid height was determined by GEOID03.
 HB0217
 HB0217.The dynamic height is computed by dividing the NAVD 88
 HB0217.geopotential number by the normal gravity value computed on the
 HB0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0217.degrees latitude (g = 980.6199 gals.).
 HB0217
 HB0217.The modeled gravity was interpolated from observed gravity values.
 HB0217
 HB0217;                    North         East    Units  Estimated Accuracy
 HB0217;SPC KY1Z     - 1,078,660.    1,279,000.      MT  (+/- 180 meters Scaled)
 HB0217
 HB0217                          SUPERSEDED SURVEY CONTROL
 HB0217
 HB0217  NGVD 29 (??/??/??)  121.168  (m)          397.53   (f) ADJUSTED    1 1
 HB0217
 HB0217.Superseded values are not recommended for survey control.
 HB0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0217.See file dsdata.txt to determine how the superseded data were derived.
 HB0217
 HB0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF902973(NAD 83)
 HB0217_MARKER: DB = BENCH MARK DISK
 HB0217_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB0217_SP_SET: 20 FEET
 HB0217_STAMPING: M 390 1968
 HB0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0217
 HB0217  HISTORY     - Date     Condition        Report By
 HB0217  HISTORY     - 1968     MONUMENTED       CGS
 HB0217
 HB0217                          STATION DESCRIPTION
 HB0217
 HB0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0217'0.6 MI SW FROM BARKLEY DAM.
 HB0217'ABOUT 0.6 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0217'FROM THE NAVIGATION LOCK AT BARKLEY DAM, 0.1 MILE NORTHEAST OF A
 HB0217'JUNCTION OF THE RAILROAD AND A SIDETRACK, 193 FEET NORTHEAST
 HB0217'OF THE NORTH CORNER OF THE GRAND RIVERS RAILROAD STATION, 73 FEET
 HB0217'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 70 FEET
 HB0217'NORTHEAST OF A TELEPHONE POLE WHICH IS BRACED BY TWO GUY WIRES,
 HB0217'83 FEET SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD, 68 FEET
 HB0217'NORTHEAST OF THE NORTH CORNER OF THE MORE WESTERLY OF TWO WOODEN
 HB0217'BUILDINGS, 29 FEET NORTHEAST OF THE SOUTHWEST END OF A FENCE, 1
 HB0217'FOOT NORTHWEST OF THE FENCE, 0.5 FOOT SOUTH OF A METAL WITNESS
 HB0217'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND ON THE TOP OF
 HB0217'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 20 FEET
 HB0217'AND IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0897 ***********************************************************************
 HA0897  DESIGNATION -  M 391
 HA0897  PID         -  HA0897
 HA0897  STATE/COUNTY-  KY/CALDWELL
 HA0897  USGS QUAD   -  PRINCETON WEST (1967)
 HA0897
 HA0897                         *CURRENT SURVEY CONTROL
 HA0897  ___________________________________________________________________
 HA0897* NAD 83(1986)-  37 06 05.     (N)    087 56 16.     (W)     SCALED    
 HA0897* NAVD 88     -       163.016  (meters)     534.83   (feet)  ADJUSTED  
 HA0897  ___________________________________________________________________
 HA0897  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HA0897  DYNAMIC HT  -         162.893 (meters)     534.42  (feet)  COMP
 HA0897  MODELED GRAV-     979,871.3   (mgal)                       NAVD 88
 HA0897
 HA0897  VERT ORDER  -  FIRST     CLASS I
 HA0897
 HA0897.The horizontal coordinates were scaled from a topographic map and have
 HA0897.an estimated accuracy of +/- 6 seconds.
 HA0897
 HA0897.The orthometric height was determined by differential leveling
 HA0897.and adjusted by the National Geodetic Survey in June 1991..
 HA0897
 HA0897.The geoid height was determined by GEOID03.
 HA0897
 HA0897.The dynamic height is computed by dividing the NAVD 88
 HA0897.geopotential number by the normal gravity value computed on the
 HA0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0897.degrees latitude (g = 980.6199 gals.).
 HA0897
 HA0897.The modeled gravity was interpolated from observed gravity values.
 HA0897
 HA0897;                    North         East    Units  Estimated Accuracy
 HA0897;SPC KY1Z     - 1,087,520.    1,305,540.      MT  (+/- 180 meters Scaled)
 HA0897
 HA0897                          SUPERSEDED SURVEY CONTROL
 HA0897
 HA0897  NGVD 29 (??/??/92)  163.075  (m)          535.02   (f) ADJ UNCH    1 1
 HA0897
 HA0897.Superseded values are not recommended for survey control.
 HA0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0897.See file dsdata.txt to determine how the superseded data were derived.
 HA0897
 HA0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG166065(NAD 83)
 HA0897_MARKER: DB = BENCH MARK DISK
 HA0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0897_STAMPING: M 391 1968
 HA0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0897+STABILITY: SURFACE MOTION
 HA0897
 HA0897  HISTORY     - Date     Condition        Report By
 HA0897  HISTORY     - 1968     MONUMENTED       CGS
 HA0897
 HA0897                          STATION DESCRIPTION
 HA0897
 HA0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HA0897'3.4 MI W FROM PRINCETON.
 HA0897'ABOUT 0.2 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS
 HA0897'STATE HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL COUNTY COURTHOUSE
 HA0897'AT PRINCETON TO THE ILLINOIS CENTRAL RAILROAD OVERPASS, THENCE
 HA0897'0.5 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD TO A
 HA0897'RAILROAD JUNCTION, THENCE 2.7 MILES WEST ALONG THE ILLINOIS
 HA0897'CENTRAL RAILROAD, 0.25 MILE EAST OF A CROSSING OF THE RAILROAD
 HA0897'AND A TRAIL ROAD, 51 1/2 FEET SOUTH AND ACROSS THE TRACK FROM
 HA0897'MILEPOST 183, 24 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 HA0897'39 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH TRACK, 51 FEET EAST OF
 HA0897'TELEPHONE POLE NUMBER F 19, 2 FEET NORTH OF A FENCE, 1.8 FEET WEST
 HA0897'OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACKS,
 HA0897'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1217 ***********************************************************************
 GC1217  DESIGNATION -  M 392
 GC1217  PID         -  GC1217
 GC1217  STATE/COUNTY-  KY/CHRISTIAN
 GC1217  USGS QUAD   -  PEMBROKE (1981)
 GC1217
 GC1217                         *CURRENT SURVEY CONTROL
 GC1217  ___________________________________________________________________
 GC1217* NAD 83(1986)-  36 50 58.     (N)    087 20 27.     (W)     SCALED    
 GC1217* NAVD 88     -       185.176  (meters)     607.53   (feet)  ADJUSTED  
 GC1217  ___________________________________________________________________
 GC1217  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1217  DYNAMIC HT  -         185.030 (meters)     607.05  (feet)  COMP
 GC1217  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GC1217
 GC1217  VERT ORDER  -  FIRST     CLASS I
 GC1217
 GC1217.The horizontal coordinates were scaled from a topographic map and have
 GC1217.an estimated accuracy of +/- 6 seconds.
 GC1217
 GC1217.The orthometric height was determined by differential leveling
 GC1217.and adjusted by the National Geodetic Survey in June 1991..
 GC1217
 GC1217.The geoid height was determined by GEOID03.
 GC1217
 GC1217.The dynamic height is computed by dividing the NAVD 88
 GC1217.geopotential number by the normal gravity value computed on the
 GC1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1217.degrees latitude (g = 980.6199 gals.).
 GC1217
 GC1217.The modeled gravity was interpolated from observed gravity values.
 GC1217
 GC1217;                    North         East    Units  Estimated Accuracy
 GC1217;SPC KY1Z     - 1,058,490.    1,358,120.      MT  (+/- 180 meters Scaled)
 GC1217
 GC1217                          SUPERSEDED SURVEY CONTROL
 GC1217
 GC1217  NGVD 29 (??/??/92)  185.249  (m)          607.77   (f) ADJ UNCH    1 1
 GC1217
 GC1217.Superseded values are not recommended for survey control.
 GC1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1217.See file dsdata.txt to determine how the superseded data were derived.
 GC1217
 GC1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF696782(NAD 83)
 GC1217_MARKER: DB = BENCH MARK DISK
 GC1217_SETTING: 66 = SET IN ROCK OUTCROP
 GC1217_SP_SET: ROCK OUTCROP
 GC1217_STAMPING: M 392 1968
 GC1217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1217+STABILITY: POSITION/ELEVATION WELL
 GC1217
 GC1217  HISTORY     - Date     Condition        Report By
 GC1217  HISTORY     - 1968     MONUMENTED       CGS
 GC1217
 GC1217                          STATION DESCRIPTION
 GC1217
 GC1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1217'2.4 MI W FROM FAIRVIEW.
 GC1217'ABOUT 2.4 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY 80
 GC1217'FROM THE JEFFERSON DAVIS MONUMENT AT FAIRVIEW, IN THE NORTHWEST
 GC1217'CORNER OF A PASTURE, 0.3 MILE WEST OF 2 SILOS AND A METAL BARN,
 GC1217'55 1/2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, SET IN THE
 GC1217'TOP OF A 3 X 3-FOOT FLAT ROCK OUTCROP WHICH PROJECTS 2 INCHES
 GC1217'ABOVE THE SURFACE OF THE GROUND, 123 FEET SOUTHEAST OF THE
 GC1217'CENTER OF A JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD, 103 FEET
 GC1217'SOUTHEAST OF A POWER POLE, 54 FEET SOUTHEAST OF THE EAST END OF A
 GC1217'CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 22 FEET SOUTH
 GC1217'OF A FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0591 ***********************************************************************
 GD0591  DESIGNATION -  M 393
 GD0591  PID         -  GD0591
 GD0591  STATE/COUNTY-  KY/CARLISLE
 GD0591  USGS QUAD   -  WICKLIFFE (1983)
 GD0591
 GD0591                         *CURRENT SURVEY CONTROL
 GD0591  ___________________________________________________________________
 GD0591* NAD 83(1986)-  36 53 23.     (N)    089 01 18.     (W)     SCALED    
 GD0591* NAVD 88     -       106.668  (meters)     349.96   (feet)  ADJUSTED  
 GD0591  ___________________________________________________________________
 GD0591  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0591  DYNAMIC HT  -         106.587 (meters)     349.69  (feet)  COMP
 GD0591  MODELED GRAV-     979,872.9   (mgal)                       NAVD 88
 GD0591
 GD0591  VERT ORDER  -  FIRST     CLASS I
 GD0591
 GD0591.The horizontal coordinates were scaled from a topographic map and have
 GD0591.an estimated accuracy of +/- 6 seconds.
 GD0591
 GD0591.The orthometric height was determined by differential leveling
 GD0591.and adjusted by the National Geodetic Survey in June 1991..
 GD0591
 GD0591.The geoid height was determined by GEOID03.
 GD0591
 GD0591.The dynamic height is computed by dividing the NAVD 88
 GD0591.geopotential number by the normal gravity value computed on the
 GD0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0591.degrees latitude (g = 980.6199 gals.).
 GD0591
 GD0591.The modeled gravity was interpolated from observed gravity values.
 GD0591
 GD0591;                    North         East    Units  Estimated Accuracy
 GD0591;SPC KY1Z     - 1,066,860.    1,208,410.      MT  (+/- 180 meters Scaled)
 GD0591
 GD0591                          SUPERSEDED SURVEY CONTROL
 GD0591
 GD0591  NGVD 29 (??/??/??)  106.559  (m)          349.60   (f) ADJUSTED    1 1
 GD0591
 GD0591.Superseded values are not recommended for survey control.
 GD0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0591.See file dsdata.txt to determine how the superseded data were derived.
 GD0591
 GD0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF198845(NAD 83)
 GD0591_MARKER: DB = BENCH MARK DISK
 GD0591_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0591_SP_SET: 4 FEET
 GD0591_STAMPING: M 393 1974
 GD0591_MARK LOGO: NGS   
 GD0591_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0591
 GD0591  HISTORY     - Date     Condition        Report By
 GD0591  HISTORY     - 1974     MONUMENTED       NGS
 GD0591  HISTORY     - 20000601 GOOD             USE
 GD0591
 GD0591                          STATION DESCRIPTION
 GD0591
 GD0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0591'1.4 MI NW FROM BARDWELL.
 GD0591'ABOUT 1.45 MILES NORTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 GD0591'BARDWELL BAPTIST CHURCH AND JUNCTION OF STATE HIGHWAY 23 AT
 GD0591'BARDWELL, 0.25 MILE SOUTHEAST OF A LARGE FRAME AND BRICK HOUSE
 GD0591'WITH FIREPLACE TYPE CHIMNEY, AT THE NORTHWEST SIDE OF A CHAIN
 GD0591'LINK FENCE FOR THE CARLISLE COUNTY SALVAGE YARD, 45.6 FEET
 GD0591'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 51, 55 FEET
 GD0591'SOUTHEAST OF THE SOUTHEAST END OF HEADWALL OF A BOX CULVERT, 12
 GD0591'FEET NORTHEAST OF THE WEST PIPE CORNER POST OF CHAIN LINK FENCE,
 GD0591'9.6 FEET NORTHEAST OF A POWER POLE, 1.4 FEET NORTHWEST OF CHAIN
 GD0591'LINK FENCE, ABOUT 250 FEET NORTHEAST OF TRACK, 2 FEET ABOVE
 GD0591'HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT
 GD0591'IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 1-INCH BELOW
 GD0591'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE
 GD0591'GROUND.
 GD0591
 GD0591                          STATION RECOVERY (2000)
 GD0591
 GD0591'RECOVERY NOTE BY US ENGINEERS 2000 (DLB)
 GD0591'A RECOVERED MARK.  FULL DESCRIPTION IN DATABASE.  WILL PROBABLY HOLD
 GD0591'POSITION AND ELEVATION WELL.  RECOVERED IN GOOD CONDITION.  FLUSH WITH
 GD0591'GROUND.  MARK IS NOT SUITABLE FOR GPS USE.  LIGHT TRUCK IS NEEDED FOR
 GD0591'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0652 ***********************************************************************
 GD0652  DESIGNATION -  M 394
 GD0652  PID         -  GD0652
 GD0652  STATE/COUNTY-  KY/FULTON
 GD0652  USGS QUAD   -  CAYCE (1982)
 GD0652
 GD0652                         *CURRENT SURVEY CONTROL
 GD0652  ___________________________________________________________________
 GD0652* NAD 83(1986)-  36 34 10.     (N)    089 02 08.     (W)     SCALED    
 GD0652* NAVD 88     -       116.991  (meters)     383.83   (feet)  ADJUSTED  
 GD0652  ___________________________________________________________________
 GD0652  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GD0652  DYNAMIC HT  -         116.901 (meters)     383.53  (feet)  COMP
 GD0652  MODELED GRAV-     979,855.9   (mgal)                       NAVD 88
 GD0652
 GD0652  VERT ORDER  -  FIRST     CLASS I
 GD0652
 GD0652.The horizontal coordinates were scaled from a topographic map and have
 GD0652.an estimated accuracy of +/- 6 seconds.
 GD0652
 GD0652.The orthometric height was determined by differential leveling
 GD0652.and adjusted by the National Geodetic Survey in June 1991..
 GD0652
 GD0652.The geoid height was determined by GEOID03.
 GD0652
 GD0652.The dynamic height is computed by dividing the NAVD 88
 GD0652.geopotential number by the normal gravity value computed on the
 GD0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0652.degrees latitude (g = 980.6199 gals.).
 GD0652
 GD0652.The modeled gravity was interpolated from observed gravity values.
 GD0652
 GD0652;                    North         East    Units  Estimated Accuracy
 GD0652;SPC KY1Z     - 1,031,380.    1,205,920.      MT  (+/- 180 meters Scaled)
 GD0652
 GD0652                          SUPERSEDED SURVEY CONTROL
 GD0652
 GD0652  NGVD 29 (??/??/??)  116.923  (m)          383.60   (f) ADJUSTED    1 1
 GD0652
 GD0652.Superseded values are not recommended for survey control.
 GD0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0652.See file dsdata.txt to determine how the superseded data were derived.
 GD0652
 GD0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF178490(NAD 83)
 GD0652_MARKER: DB = BENCH MARK DISK
 GD0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0652_SP_SET: METAL BASE PLATE
 GD0652_STAMPING: M 394 1974
 GD0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0652
 GD0652  HISTORY     - Date     Condition        Report By
 GD0652  HISTORY     - 1974     MONUMENTED       NGS
 GD0652  HISTORY     - 20020418 POOR             USACE
 GD0652
 GD0652                          STATION DESCRIPTION
 GD0652
 GD0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0652'1 MI N FROM CAYCE.
 GD0652'ABOUT 1 MILE NORTH ALONG STATE HIGHWAY 239 FROM THE INTERSECTION
 GD0652'OF STATE HIGHWAY 239 AT CAYCE, SET IN THE SOUTHEAST CORNER OF THE
 GD0652'LAWN OF A 2-STORY WHITE FRAME HOUSE AND NEAR THE FENCE CORNER,
 GD0652'34.5 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 239, 173.3
 GD0652'FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 9 FEET WEST OF
 GD0652'THE FENCE CORNER, 1.2 FEET NORTH OF THE FENCE 2.5 FEET ABOVE THE
 GD0652'HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT
 GD0652'IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.2 FOOT BELOW
 GD0652'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS 0.1 FOOT
 GD0652'BELOW GROUND.
 GD0652
 GD0652                          STATION RECOVERY (2002)
 GD0652
 GD0652'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0652'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0832 ***********************************************************************
 HA0832  DESIGNATION -  M 40
 HA0832  PID         -  HA0832
 HA0832  STATE/COUNTY-  KY/HOPKINS
 HA0832  USGS QUAD   -  NEBO (1954)
 HA0832
 HA0832                         *CURRENT SURVEY CONTROL
 HA0832  ___________________________________________________________________
 HA0832* NAD 83(1986)-  37 22 31.     (N)    087 41 07.     (W)     SCALED    
 HA0832* NAVD 88     -       111.722  (meters)     366.54   (feet)  ADJUSTED  
 HA0832  ___________________________________________________________________
 HA0832  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 HA0832  DYNAMIC HT  -         111.640 (meters)     366.27  (feet)  COMP
 HA0832  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 HA0832
 HA0832  VERT ORDER  -  SECOND    CLASS 0
 HA0832
 HA0832.The horizontal coordinates were scaled from a topographic map and have
 HA0832.an estimated accuracy of +/- 6 seconds.
 HA0832
 HA0832.The orthometric height was determined by differential leveling
 HA0832.and adjusted by the National Geodetic Survey in June 1991..
 HA0832
 HA0832.The geoid height was determined by GEOID03.
 HA0832
 HA0832.The dynamic height is computed by dividing the NAVD 88
 HA0832.geopotential number by the normal gravity value computed on the
 HA0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0832.degrees latitude (g = 980.6199 gals.).
 HA0832
 HA0832.The modeled gravity was interpolated from observed gravity values.
 HA0832
 HA0832;                    North         East    Units  Estimated Accuracy
 HA0832;SPC KY1Z     - 1,117,420.    1,328,610.      MT  (+/- 180 meters Scaled)
 HA0832
 HA0832                          SUPERSEDED SURVEY CONTROL
 HA0832
 HA0832  NGVD 29 (??/??/92)  111.819  (m)          366.86   (f) ADJ UNCH    2 0
 HA0832
 HA0832.Superseded values are not recommended for survey control.
 HA0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0832.See file dsdata.txt to determine how the superseded data were derived.
 HA0832
 HA0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG393367(NAD 83)
 HA0832_MARKER: DB = BENCH MARK DISK
 HA0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0832_STAMPING: M 40 1934
 HA0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0832+STABILITY: SURFACE MOTION
 HA0832
 HA0832  HISTORY     - Date     Condition        Report By
 HA0832  HISTORY     - 1934     MONUMENTED       CGS
 HA0832  HISTORY     - 1935     GOOD             NGS
 HA0832
 HA0832                          STATION DESCRIPTION
 HA0832
 HA0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0832'2.4 MI NW FROM NEBO.
 HA0832'2.4 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 HA0832'FROM THE STATION AT NEBO, HOPKINS COUNTY, 57 FEET NORTHEAST OF
 HA0832'MILEPOST 287, AT A ROAD CROSSING, 48 FEET WEST OF THE CENTERLINE
 HA0832'OF THE DIRT ROAD, 18.5 FEET NORTH OF THE NORTH RAIL, 13.5 FEET
 HA0832'NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH HEADWALL OF A
 HA0832'CONCRETE CULVERT, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A
 HA0832'STANDARD DISK, STAMPED M 40 1934 AND SET IN THE TOP OF A CONCRETE
 HA0832'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2047 ***********************************************************************
 GC2047  DESIGNATION -  M 400
 GC2047  PID         -  GC2047
 GC2047  STATE/COUNTY-  KY/TODD
 GC2047  USGS QUAD   -  ALLENSVILLE (1950)
 GC2047
 GC2047                         *CURRENT SURVEY CONTROL
 GC2047  ___________________________________________________________________
 GC2047* NAD 83(1986)-  36 42 54.     (N)    087 05 49.     (W)     SCALED    
 GC2047* NAVD 88     -       173.463  (meters)     569.10   (feet)  ADJUSTED  
 GC2047  ___________________________________________________________________
 GC2047  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 GC2047  DYNAMIC HT  -         173.324 (meters)     568.65  (feet)  COMP
 GC2047  MODELED GRAV-     979,823.6   (mgal)                       NAVD 88
 GC2047
 GC2047  VERT ORDER  -  FIRST     CLASS II
 GC2047
 GC2047.The horizontal coordinates were scaled from a topographic map and have
 GC2047.an estimated accuracy of +/- 6 seconds.
 GC2047
 GC2047.The orthometric height was determined by differential leveling
 GC2047.and adjusted by the National Geodetic Survey in June 1991..
 GC2047
 GC2047.The geoid height was determined by GEOID03.
 GC2047
 GC2047.The dynamic height is computed by dividing the NAVD 88
 GC2047.geopotential number by the normal gravity value computed on the
 GC2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2047.degrees latitude (g = 980.6199 gals.).
 GC2047
 GC2047.The modeled gravity was interpolated from observed gravity values.
 GC2047
 GC2047;                    North         East    Units  Estimated Accuracy
 GC2047;SPC KY1Z     - 1,043,230.    1,379,650.      MT  (+/- 180 meters Scaled)
 GC2047
 GC2047                          SUPERSEDED SURVEY CONTROL
 GC2047
 GC2047.No superseded survey control is available for this station.
 GC2047
 GC2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF913632(NAD 83)
 GC2047_MARKER: I = METAL ROD
 GC2047_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2047_SP_SET: STAINLESS STEEL ROD
 GC2047_STAMPING: M 400 1984
 GC2047_MARK LOGO: NGS   
 GC2047_PROJECTION: RECESSED 3 CENTIMETERS
 GC2047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2047_ROD/PIPE-DEPTH: 4.88 meters
 GC2047
 GC2047  HISTORY     - Date     Condition        Report By
 GC2047  HISTORY     - 1984     MONUMENTED       NGS
 GC2047
 GC2047                          STATION DESCRIPTION
 GC2047
 GC2047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2047'3.3 KM (2.05 MI) WEST FROM ALLENSVILLE.
 GC2047'1.8 KM (1.15 MI) NORTHWEST ALONG STATE HIGHWAY 102 FROM THE POST
 GC2047'OFFICE IN ALLENSVILLE, THENCE 1.4 KM (0.9 MI) SOUTHWEST ALONG U.S.
 GC2047'HIGHWAY 72 TO THE MARK ON THE RIGHT, 0.2 KM (0.1 MI) NORTHEAST ALONG
 GC2047'HIGHWAY 79 FROM A DRIVEWAY LEADING TO A LARGE WOODEN HOUSE ON THE
 GC2047'NORTHWEST SIDE OF THE ROAD, 10.61 METERS (34.8 FT) NORTHWEST OF THE
 GC2047'CENTERLINE OF THE HIGHWAY, AND 0.76 METERS (2.5 FT) SOUTH-SOUTHWEST OF
 GC2047'A POWERLINE POLE.
 GC2047'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 GC2047'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2631 ***********************************************************************
 GZ2631  DESIGNATION -  M 402
 GZ2631  PID         -  GZ2631
 GZ2631  STATE/COUNTY-  KY/PULASKI
 GZ2631  USGS QUAD   -  BOBTOWN (1987)
 GZ2631
 GZ2631                         *CURRENT SURVEY CONTROL
 GZ2631  ___________________________________________________________________
 GZ2631* NAD 83(1986)-  37 11 59.     (N)    084 37 26.     (W)     SCALED    
 GZ2631* NAVD 88     -       320.937  (meters)    1052.94   (feet)  ADJUSTED  
 GZ2631  ___________________________________________________________________
 GZ2631  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GZ2631  DYNAMIC HT  -         320.686 (meters)    1052.12  (feet)  COMP
 GZ2631  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 GZ2631
 GZ2631  VERT ORDER  -  FIRST     CLASS II
 GZ2631
 GZ2631.The horizontal coordinates were scaled from a topographic map and have
 GZ2631.an estimated accuracy of +/- 6 seconds.
 GZ2631
 GZ2631.The orthometric height was determined by differential leveling
 GZ2631.and adjusted by the National Geodetic Survey in June 1991..
 GZ2631
 GZ2631.The geoid height was determined by GEOID03.
 GZ2631
 GZ2631.The dynamic height is computed by dividing the NAVD 88
 GZ2631.geopotential number by the normal gravity value computed on the
 GZ2631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2631.degrees latitude (g = 980.6199 gals.).
 GZ2631
 GZ2631.The modeled gravity was interpolated from observed gravity values.
 GZ2631
 GZ2631;                    North         East    Units  Estimated Accuracy
 GZ2631;SPC KY1Z     - 1,096,760.    1,599,970.      MT  (+/- 180 meters Scaled)
 GZ2631
 GZ2631                          SUPERSEDED SURVEY CONTROL
 GZ2631
 GZ2631.No superseded survey control is available for this station.
 GZ2631
 GZ2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG108196(NAD 83)
 GZ2631_MARKER: DB = BENCH MARK DISK
 GZ2631_SETTING: 66 = SET IN ROCK OUTCROP
 GZ2631_SP_SET: ROCK CUT
 GZ2631_STAMPING: M 402 1985
 GZ2631_MARK LOGO: NGS   
 GZ2631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2631+STABILITY: POSITION/ELEVATION WELL
 GZ2631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2631+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 GZ2631
 GZ2631  HISTORY     - Date     Condition        Report By
 GZ2631  HISTORY     - 1985     MONUMENTED       NGS
 GZ2631  HISTORY     - 20050512 GOOD             KYDT
 GZ2631
 GZ2631                          STATION DESCRIPTION
 GZ2631
 GZ2631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2631'2.8 KM (1.75 MI) NORTH FROM SCIENCE HILL.
 GZ2631'2.8 KM (1.75 MI) NORTH ALONG U.S. HIGHWAY 27 FROM THE JUNCTION OF
 GZ2631'STATE HIGHWAY 635 IN SCIENCE HILL TO THE MARK ON THE LEFT, 0.5 KM (0.3
 GZ2631'MI) NORTH OF MILEPOST 24, IN TOP OF A ROCK CUT. 11.73 METERS (38.5 FT)
 GZ2631'WEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 3.35 METERS (11.0 FT)
 GZ2631'NORTHEAST OF THE SOUTH END OF A METAL GUARD RAIL AND 2.13 METERS (7.0
 GZ2631'FT) SOUTH OF THE NORTH END OF THE ROCK CUT.
 GZ2631'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GZ2631'THE MARK IS 1.82 M ABOVE HIGHWAY.
 GZ2631
 GZ2631                          STATION RECOVERY (2005)
 GZ2631
 GZ2631'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ2631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2656 ***********************************************************************
 GZ2656  DESIGNATION -  M 403
 GZ2656  PID         -  GZ2656
 GZ2656  STATE/COUNTY-  KY/BOYLE
 GZ2656  USGS QUAD   -  DANVILLE (1985)
 GZ2656
 GZ2656                         *CURRENT SURVEY CONTROL
 GZ2656  ___________________________________________________________________
 GZ2656* NAD 83(1986)-  37 37 58.     (N)    084 46 33.     (W)     SCALED    
 GZ2656* NAVD 88     -       296.083  (meters)     971.40   (feet)  ADJUSTED  
 GZ2656  ___________________________________________________________________
 GZ2656  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 GZ2656  DYNAMIC HT  -         295.853 (meters)     970.64  (feet)  COMP
 GZ2656  MODELED GRAV-     979,845.4   (mgal)                       NAVD 88
 GZ2656
 GZ2656  VERT ORDER  -  FIRST     CLASS II
 GZ2656
 GZ2656.The horizontal coordinates were scaled from a topographic map and have
 GZ2656.an estimated accuracy of +/- 6 seconds.
 GZ2656
 GZ2656.The orthometric height was determined by differential leveling
 GZ2656.and adjusted by the National Geodetic Survey in June 1991..
 GZ2656
 GZ2656.The geoid height was determined by GEOID03.
 GZ2656
 GZ2656.The dynamic height is computed by dividing the NAVD 88
 GZ2656.geopotential number by the normal gravity value computed on the
 GZ2656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2656.degrees latitude (g = 980.6199 gals.).
 GZ2656
 GZ2656.The modeled gravity was interpolated from observed gravity values.
 GZ2656
 GZ2656;                    North         East    Units  Estimated Accuracy
 GZ2656;SPC KY1Z     - 1,144,660.    1,585,980.      MT  (+/- 180 meters Scaled)
 GZ2656
 GZ2656                          SUPERSEDED SURVEY CONTROL
 GZ2656
 GZ2656.No superseded survey control is available for this station.
 GZ2656
 GZ2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG962673(NAD 83)
 GZ2656_MARKER: I = METAL ROD
 GZ2656_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GZ2656+WITH SETTING: INFORMATION.
 GZ2656_SP_SET: STAINLESS STEEL ROD
 GZ2656_STAMPING: M 403 1985
 GZ2656_MARK LOGO: NGS   
 GZ2656_PROJECTION: FLUSH
 GZ2656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2656_ROD/PIPE-DEPTH: 2.4  meters
 GZ2656
 GZ2656  HISTORY     - Date     Condition        Report By
 GZ2656  HISTORY     - 1985     MONUMENTED       NGS
 GZ2656
 GZ2656                          STATION DESCRIPTION
 GZ2656
 GZ2656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2656'IN DANVILLE.
 GZ2656'IN DANVILLE, AT THE DANVILLE FIRE STATION ON U.S. HIGHWAY 127, 1.4 KM
 GZ2656'(0.9 MI) SOUTH OF THE JUNCTION OF MAIN STREET, 0.24 KM (0.15 MI) NORTH
 GZ2656'OF THE JUNCTION OF 2ND STREET, ON THE SOUTH SIDE OF THE FIRE STATION
 GZ2656'FLAG POLE.  IT IS 6.94 METERS (22.8 FT) WEST-SOUTHWEST OF THE
 GZ2656'SOUTHEAST CORNER OF THE SIDEWALK, 6.30 METERS (20.7 FT) SOUTHWEST OF
 GZ2656'THE SOUTHEAST CORNER OF THE FIRE STATION AND 0.61 METER (2.0 FT) SOUTH
 GZ2656'OF THE FLAG POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GZ2656'LOGO CAP.
 GZ2656'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1253 ***********************************************************************
 HA1253  DESIGNATION -  M 405
 HA1253  PID         -  HA1253
 HA1253  STATE/COUNTY-  KY/CRITTENDEN
 HA1253  USGS QUAD   -  BLACKFORD (1954)
 HA1253
 HA1253                         *CURRENT SURVEY CONTROL
 HA1253  ___________________________________________________________________
 HA1253* NAD 83(1986)-  37 26 24.     (N)    087 59 34.     (W)     SCALED    
 HA1253* NAVD 88     -       164.499  (meters)     539.69   (feet)  ADJUSTED  
 HA1253  ___________________________________________________________________
 HA1253  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HA1253  DYNAMIC HT  -         164.379 (meters)     539.30  (feet)  COMP
 HA1253  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 HA1253
 HA1253  VERT ORDER  -  FIRST     CLASS II
 HA1253
 HA1253.The horizontal coordinates were scaled from a topographic map and have
 HA1253.an estimated accuracy of +/- 6 seconds.
 HA1253
 HA1253.The orthometric height was determined by differential leveling
 HA1253.and adjusted by the National Geodetic Survey in June 1991..
 HA1253
 HA1253.The geoid height was determined by GEOID03.
 HA1253
 HA1253.The dynamic height is computed by dividing the NAVD 88
 HA1253.geopotential number by the normal gravity value computed on the
 HA1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1253.degrees latitude (g = 980.6199 gals.).
 HA1253
 HA1253.The modeled gravity was interpolated from observed gravity values.
 HA1253
 HA1253;                    North         East    Units  Estimated Accuracy
 HA1253;SPC KY1Z     - 1,125,210.    1,301,560.      MT  (+/- 180 meters Scaled)
 HA1253
 HA1253                          SUPERSEDED SURVEY CONTROL
 HA1253
 HA1253.No superseded survey control is available for this station.
 HA1253
 HA1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG121441(NAD 83)
 HA1253_MARKER: I = METAL ROD
 HA1253_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HA1253+WITH SETTING: INFORMATION.
 HA1253_SP_SET: SHALLOW-SET METAL ROD
 HA1253_STAMPING: M 405 1986
 HA1253_MARK LOGO: NGS   
 HA1253_PROJECTION: FLUSH
 HA1253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1253_ROD/PIPE-DEPTH: 0.6  meters
 HA1253
 HA1253  HISTORY     - Date     Condition        Report By
 HA1253  HISTORY     - 1986     MONUMENTED       NGS
 HA1253
 HA1253                          STATION DESCRIPTION
 HA1253
 HA1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1253'15.5 KM (9.65 MI) NE FROM MARION.
 HA1253'15.5 KM (9.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 60 FROM ITS
 HA1253'JUNCTION WITH U.S. HIGHWAY 641 IN MARION, 0.1 KM (0.05 MI) WEST OF
 HA1253'ROSEBUD CHURCH ROAD, OR 16.0 KM (9.95 MI) SOUTHEASTERLY ALONG U.S.
 HA1253'HIGHWAY 60 FROM ITS JUNCTION WITH STATE HIGHWAY 109 IN STURGIS, 26.8 M
 HA1253'(87.9 FT) EAST OF THE CENTER OF THE MOST EASTERLY DRIVEWAY LEADING TO
 HA1253'A HOUSE, 13.3 M (43.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HA1253'BUILDING, 10.4 M (34.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 HA1253'3.7 M (12.1 FT) EAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT
 HA1253'IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1253'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 HA1253'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1280 ***********************************************************************
 HA1280  DESIGNATION -  M 406
 HA1280  PID         -  HA1280
 HA1280  STATE/COUNTY-  KY/HENDERSON
 HA1280  USGS QUAD   -  POOLE (1969)
 HA1280
 HA1280                         *CURRENT SURVEY CONTROL
 HA1280  ___________________________________________________________________
 HA1280* NAD 83(1986)-  37 43 36.     (N)    087 43 26.     (W)     SCALED    
 HA1280* NAVD 88     -       124.805  (meters)     409.46   (feet)  ADJUSTED  
 HA1280  ___________________________________________________________________
 HA1280  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 HA1280  DYNAMIC HT  -         124.719 (meters)     409.18  (feet)  COMP
 HA1280  MODELED GRAV-     979,939.1   (mgal)                       NAVD 88
 HA1280
 HA1280  VERT ORDER  -  FIRST     CLASS II
 HA1280
 HA1280.The horizontal coordinates were scaled from a topographic map and have
 HA1280.an estimated accuracy of +/- 6 seconds.
 HA1280
 HA1280.The orthometric height was determined by differential leveling
 HA1280.and adjusted by the National Geodetic Survey in June 1991..
 HA1280
 HA1280.The geoid height was determined by GEOID03.
 HA1280
 HA1280.The dynamic height is computed by dividing the NAVD 88
 HA1280.geopotential number by the normal gravity value computed on the
 HA1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1280.degrees latitude (g = 980.6199 gals.).
 HA1280
 HA1280.The modeled gravity was interpolated from observed gravity values.
 HA1280
 HA1280;                    North         East    Units  Estimated Accuracy
 HA1280;SPC KY1Z     - 1,156,480.    1,326,020.      MT  (+/- 180 meters Scaled)
 HA1280
 HA1280                          SUPERSEDED SURVEY CONTROL
 HA1280
 HA1280.No superseded survey control is available for this station.
 HA1280
 HA1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG362757(NAD 83)
 HA1280_MARKER: I = METAL ROD
 HA1280_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1280_SP_SET: STAINLESS STEEL ROD
 HA1280_STAMPING: M 406 1986
 HA1280_MARK LOGO: NGS   
 HA1280_PROJECTION: FLUSH
 HA1280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1280+STABILITY: POSITION/ELEVATION WELL
 HA1280_ROD/PIPE-DEPTH: 6.4  meters
 HA1280
 HA1280  HISTORY     - Date     Condition        Report By
 HA1280  HISTORY     - 1986     MONUMENTED       NGS
 HA1280
 HA1280                          STATION DESCRIPTION
 HA1280
 HA1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1280'20.7 KM (12.85 MI) SW FROM HENDERSON.
 HA1280'20.7 KM (12.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 60 FROM ITS
 HA1280'JUNCTION WITH U.S. HIGHWAY 41 IN HENDERSON, 0.4 KM (0.25 MI) WEST OF
 HA1280'STATE HIGHWAY 1557, 13.3 M (43.6 FT) SOUTH OF THE CENTERLINE OF THE
 HA1280'HIGHWAY , AND 10.8 M (35.4 FT) EAST OF THE CENTER OF A GATE AND
 HA1280'DRIVEWAY LEADING SOUTH TO A BARN.  NOTE--ACCESS TO DATUM POINT IS HAD
 HA1280'THROUGH A 5-INCH LOGO CAP.
 HA1280'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1248 ***********************************************************************
 HA1248  DESIGNATION -  M 407
 HA1248  PID         -  HA1248
 HA1248  STATE/COUNTY-  KY/CALDWELL
 HA1248  USGS QUAD   -  PRINCETON EAST (1967)
 HA1248
 HA1248                         *CURRENT SURVEY CONTROL
 HA1248  ___________________________________________________________________
 HA1248* NAD 83(1986)-  37 06 03.     (N)    087 51 51.     (W)     SCALED    
 HA1248* NAVD 88     -       146.130  (meters)     479.43   (feet)  ADJUSTED  
 HA1248  ___________________________________________________________________
 HA1248  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HA1248  DYNAMIC HT  -         146.019 (meters)     479.06  (feet)  COMP
 HA1248  MODELED GRAV-     979,868.9   (mgal)                       NAVD 88
 HA1248
 HA1248  VERT ORDER  -  FIRST     CLASS II
 HA1248
 HA1248.The horizontal coordinates were scaled from a topographic map and have
 HA1248.an estimated accuracy of +/- 6 seconds.
 HA1248
 HA1248.The orthometric height was determined by differential leveling
 HA1248.and adjusted by the National Geodetic Survey in June 1991..
 HA1248
 HA1248.The geoid height was determined by GEOID03.
 HA1248
 HA1248.The dynamic height is computed by dividing the NAVD 88
 HA1248.geopotential number by the normal gravity value computed on the
 HA1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1248.degrees latitude (g = 980.6199 gals.).
 HA1248
 HA1248.The modeled gravity was interpolated from observed gravity values.
 HA1248
 HA1248;                    North         East    Units  Estimated Accuracy
 HA1248;SPC KY1Z     - 1,087,310.    1,312,080.      MT  (+/- 180 meters Scaled)
 HA1248
 HA1248                          SUPERSEDED SURVEY CONTROL
 HA1248
 HA1248.No superseded survey control is available for this station.
 HA1248
 HA1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG232064(NAD 83)
 HA1248_MARKER: I = METAL ROD
 HA1248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1248_SP_SET: STAINLESS STEEL ROD
 HA1248_STAMPING: M 407 1986
 HA1248_MARK LOGO: NGS   
 HA1248_PROJECTION: FLUSH
 HA1248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1248+STABILITY: POSITION/ELEVATION WELL
 HA1248_ROD/PIPE-DEPTH: 4.5  meters
 HA1248
 HA1248  HISTORY     - Date     Condition        Report By
 HA1248  HISTORY     - 1986     MONUMENTED       NGS
 HA1248
 HA1248                          STATION DESCRIPTION
 HA1248
 HA1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1248'4.3 KM (2.7 MI) SE FROM PRINCETON.
 HA1248'4.3 KM (2.65 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 91 FROM ITS
 HA1248'JUNCTION WITH THE WESTERN KENTUCKY PARKWAY IN PRINCETON, 17.2 M (56.4
 HA1248'FT) SOUTHEAST OF THE CENTER OF A GATE AND FIELD ENTRANCE, 8.3 M (27.2
 HA1248'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT)
 HA1248'SOUTHEAST OF THE NORTHWEST END OF A FENCE.  NOTE--ACCESS TO DATUM
 HA1248'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1248'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 HA1248'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ2897 ***********************************************************************
 JZ2897  DESIGNATION -  M 408
 JZ2897  PID         -  JZ2897
 JZ2897  STATE/COUNTY-  KY/KENTON
 JZ2897  USGS QUAD   -  COVINGTON (1987)
 JZ2897
 JZ2897                         *CURRENT SURVEY CONTROL
 JZ2897  ___________________________________________________________________
 JZ2897* NAD 83(1986)-  39 02 25.     (N)    084 35 05.     (W)     SCALED    
 JZ2897* NAVD 88     -       254.937  (meters)     836.41   (feet)  ADJUSTED  
 JZ2897  ___________________________________________________________________
 JZ2897  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ2897  DYNAMIC HT  -         254.775 (meters)     835.87  (feet)  COMP
 JZ2897  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 JZ2897
 JZ2897  VERT ORDER  -  FIRST     CLASS II
 JZ2897
 JZ2897.The horizontal coordinates were scaled from a topographic map and have
 JZ2897.an estimated accuracy of +/- 6 seconds.
 JZ2897
 JZ2897.The orthometric height was determined by differential leveling
 JZ2897.and adjusted by the National Geodetic Survey in June 1991..
 JZ2897
 JZ2897.The geoid height was determined by GEOID03.
 JZ2897
 JZ2897.The dynamic height is computed by dividing the NAVD 88
 JZ2897.geopotential number by the normal gravity value computed on the
 JZ2897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2897.degrees latitude (g = 980.6199 gals.).
 JZ2897
 JZ2897.The modeled gravity was interpolated from observed gravity values.
 JZ2897
 JZ2897;                    North         East    Units  Estimated Accuracy
 JZ2897;SPC KY1Z     - 1,301,080.    1,600,900.      MT  (+/- 180 meters Scaled)
 JZ2897
 JZ2897                          SUPERSEDED SURVEY CONTROL
 JZ2897
 JZ2897.No superseded survey control is available for this station.
 JZ2897
 JZ2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ090240(NAD 83)
 JZ2897_MARKER: DV = VERTICAL CONTROL DISK
 JZ2897_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2897_SP_SET: BRIDGE ABUTMENT
 JZ2897_STAMPING: M 408 1986
 JZ2897_MARK LOGO: NGS   
 JZ2897_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2897
 JZ2897  HISTORY     - Date     Condition        Report By
 JZ2897  HISTORY     - 1986     MONUMENTED       NGS
 JZ2897  HISTORY     - 19931206 GOOD             KYDT
 JZ2897  HISTORY     - 19971020 MARK NOT FOUND   NGS
 JZ2897
 JZ2897                          STATION DESCRIPTION
 JZ2897
 JZ2897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2897'1.6 KM (1.0 MI) SW FROM CRESCENT SPRINGS.
 JZ2897'1.6 KM (1.0 MI) SOUTHWEST ALONG CRESCENT SPRINGS FROM THE INTERSECTION
 JZ2897'OF STATE HIGHWAY 371 IN CRESCENT SPRINGS TO THE MARK ON THE RIGHT IN
 JZ2897'THE SOUTHEAST ABUTMENT OF INTERSTATE 75 BRIDGE OVER THE ROAD, 21.0
 JZ2897'METERS (69.0 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 JZ2897'THE MARK IS 1.5 M BELOW I 75.
 JZ2897
 JZ2897                          STATION RECOVERY (1993)
 JZ2897
 JZ2897'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (ED)
 JZ2897'RECOVERED AS DESCRIBED.
 JZ2897
 JZ2897                          STATION RECOVERY (1997)
 JZ2897
 JZ2897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 JZ2897'MARK WAS SEARCHED FOR BY THE FIELD PARTY AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9559 ***********************************************************************
 AA9559  DESIGNATION -  M 408 RESET
 AA9559  PID         -  AA9559
 AA9559  STATE/COUNTY-  KY/KENTON
 AA9559  USGS QUAD   -  COVINGTON (1987)
 AA9559
 AA9559                         *CURRENT SURVEY CONTROL
 AA9559  ___________________________________________________________________
 AA9559* NAD 83(1986)-  39 02 25.     (N)    084 35 05.     (W)     SCALED    
 AA9559* NAVD 88     -       254.87   (meters)     836.2    (feet)  RESET     
 AA9559  ___________________________________________________________________
 AA9559  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 AA9559
 AA9559  VERT ORDER  -  THIRD
 AA9559
 AA9559.The horizontal coordinates were scaled from a topographic map and have
 AA9559.an estimated accuracy of +/- 6 seconds.
 AA9559
 AA9559.The orthometric height was computed from unverified reset data.
 AA9559
 AA9559.The geoid height was determined by GEOID03.
 AA9559
 AA9559;                    North         East    Units  Estimated Accuracy
 AA9559;SPC KY1Z     - 1,301,080.    1,600,900.      MT  (+/- 180 meters Scaled)
 AA9559
 AA9559                          SUPERSEDED SURVEY CONTROL
 AA9559
 AA9559.No superseded survey control is available for this station.
 AA9559
 AA9559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ090240(NAD 83)
 AA9559_MARKER: DV = VERTICAL CONTROL DISK
 AA9559_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA9559_SP_SET: BRIDGE ABUTMENT
 AA9559_STAMPING: M 408 RESET 1993
 AA9559_MARK LOGO: NGS   
 AA9559_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9559
 AA9559  HISTORY     - Date     Condition        Report By
 AA9559  HISTORY     - 1993     MONUMENTED       KYDT
 AA9559  HISTORY     - 19971020 GOOD             NGS
 AA9559
 AA9559                          STATION DESCRIPTION
 AA9559
 AA9559'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (ED)
 AA9559'1.0 MILE (1.6 KM) SOUTHWEST ALONG CRESCENT SPRINGS ROAD FROM THE
 AA9559'INTERSECTION OF STATE HIGHWAY 371 IN CRESCENT SPRINGS TO THE MARK ON
 AA9559'THE RIGHT IN THE SOUTHEAST END OF THE SOUTHEAST ABUTMENT OF THE
 AA9559'INTERSTATE 75 BRIDGE OVER THE ROAD, 69.0 FEET (21.0 M) SOUTHWEST OF
 AA9559'THE CENTERLINE OF THE ROAD.  THE STATION IS BELOW THE HEIGHT OF I-75.
 AA9559
 AA9559                          STATION RECOVERY (1997)
 AA9559
 AA9559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AA9559'STATION WAS RECOVERED IN GOOD CONDITION BY THE FIELD PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2681 ***********************************************************************
 GZ2681  DESIGNATION -  M 410
 GZ2681  PID         -  GZ2681
 GZ2681  STATE/COUNTY-  KY/FAYETTE
 GZ2681  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ2681
 GZ2681                         *CURRENT SURVEY CONTROL
 GZ2681  ___________________________________________________________________
 GZ2681* NAD 83(1986)-  37 59 53.     (N)    084 31 36.     (W)     SCALED    
 GZ2681* NAVD 88     -       313.409  (meters)    1028.24   (feet)  ADJUSTED  
 GZ2681  ___________________________________________________________________
 GZ2681  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 GZ2681  DYNAMIC HT  -         313.177 (meters)    1027.48  (feet)  COMP
 GZ2681  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 GZ2681
 GZ2681  VERT ORDER  -  FIRST     CLASS II
 GZ2681
 GZ2681.The horizontal coordinates were scaled from a topographic map and have
 GZ2681.an estimated accuracy of +/- 6 seconds.
 GZ2681
 GZ2681.The orthometric height was determined by differential leveling
 GZ2681.and adjusted by the National Geodetic Survey in June 1991..
 GZ2681
 GZ2681.The geoid height was determined by GEOID03.
 GZ2681
 GZ2681.The dynamic height is computed by dividing the NAVD 88
 GZ2681.geopotential number by the normal gravity value computed on the
 GZ2681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2681.degrees latitude (g = 980.6199 gals.).
 GZ2681
 GZ2681.The modeled gravity was interpolated from observed gravity values.
 GZ2681
 GZ2681;                    North         East    Units  Estimated Accuracy
 GZ2681;SPC KY1Z     - 1,185,460.    1,607,440.      MT  (+/- 180 meters Scaled)
 GZ2681
 GZ2681                          SUPERSEDED SURVEY CONTROL
 GZ2681
 GZ2681.No superseded survey control is available for this station.
 GZ2681
 GZ2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH171084(NAD 83)
 GZ2681_MARKER: DB = BENCH MARK DISK
 GZ2681_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GZ2681_SP_SET: BRIDGE ABUTMENT ON BEDROCK
 GZ2681_STAMPING: M 410 1985
 GZ2681_MARK LOGO: NGS   
 GZ2681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ2681+STABILITY: POSITION/ELEVATION WELL
 GZ2681
 GZ2681  HISTORY     - Date     Condition        Report By
 GZ2681  HISTORY     - 1985     MONUMENTED       NGS
 GZ2681
 GZ2681                          STATION DESCRIPTION
 GZ2681
 GZ2681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ2681'IN LEXINGTON.
 GZ2681'IN LEXINGTON, IN THE SOUTHWEST SIDE OF THE CITY, 0.6 KM (0.35 MI)
 GZ2681'NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF THE NORTHWEST END
 GZ2681'OF THE SOUTHWEST EXIT RAMP OF U.S. HIGHWAY 27 TO THE MARK ON THE
 GZ2681'RIGHT, IN TOP OF THE WEST END OF THE NORTH ABUTMENT OF THE RAILROAD
 GZ2681'OVERPASS OVER THE HIGHWAY, 3.32 METERS (10.9 FT) WEST OF THE WEST RAIL
 GZ2681'OF THE TRACKS.
 GZ2681'THE MARK IS 0.30 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0091 ***********************************************************************
 GZ0091  DESIGNATION -  M 42
 GZ0091  PID         -  GZ0091
 GZ0091  STATE/COUNTY-  KY/JACKSON
 GZ0091  USGS QUAD   -  BIGHILL (1979)
 GZ0091
 GZ0091                         *CURRENT SURVEY CONTROL
 GZ0091  ___________________________________________________________________
 GZ0091* NAD 83(1986)-  37 30 54.     (N)    084 11 18.     (W)     SCALED    
 GZ0091* NAVD 88     -       418.302  (meters)    1372.38   (feet)  ADJUSTED  
 GZ0091  ___________________________________________________________________
 GZ0091  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GZ0091  DYNAMIC HT  -         417.974 (meters)    1371.30  (feet)  COMP
 GZ0091  MODELED GRAV-     979,833.2   (mgal)                       NAVD 88
 GZ0091
 GZ0091  VERT ORDER  -  SECOND    CLASS 0
 GZ0091
 GZ0091.The horizontal coordinates were scaled from a topographic map and have
 GZ0091.an estimated accuracy of +/- 6 seconds.
 GZ0091
 GZ0091.The orthometric height was determined by differential leveling
 GZ0091.and adjusted by the National Geodetic Survey in June 1991..
 GZ0091
 GZ0091.The geoid height was determined by GEOID03.
 GZ0091
 GZ0091.The dynamic height is computed by dividing the NAVD 88
 GZ0091.geopotential number by the normal gravity value computed on the
 GZ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0091.degrees latitude (g = 980.6199 gals.).
 GZ0091
 GZ0091.The modeled gravity was interpolated from observed gravity values.
 GZ0091
 GZ0091;                    North         East    Units  Estimated Accuracy
 GZ0091;SPC KY1Z     - 1,132,300.    1,638,050.      MT  (+/- 180 meters Scaled)
 GZ0091
 GZ0091                          SUPERSEDED SURVEY CONTROL
 GZ0091
 GZ0091  NGVD 29 (??/??/92)  418.445  (m)         1372.85   (f) ADJ UNCH    2 0
 GZ0091
 GZ0091.Superseded values are not recommended for survey control.
 GZ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0091.See file dsdata.txt to determine how the superseded data were derived.
 GZ0091
 GZ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG485557(NAD 83)
 GZ0091_MARKER: DB = BENCH MARK DISK
 GZ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0091_STAMPING: M 42 1935 1372.848
 GZ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0091+STABILITY: SURFACE MOTION
 GZ0091
 GZ0091  HISTORY     - Date     Condition        Report By
 GZ0091  HISTORY     - 1935     MONUMENTED       CGS
 GZ0091  HISTORY     - 1950     GOOD             NGS
 GZ0091  HISTORY     - 1957     POOR             NGS
 GZ0091
 GZ0091                          STATION DESCRIPTION
 GZ0091
 GZ0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0091'AT MORRILL.
 GZ0091'AT MORRILL, ALONG U.S. HIGHWAY 421, 67 YARDS SOUTHEAST OF THE
 GZ0091'SOUTH CORNER OF THE POST OFFICE, 25 FEET NORTHEAST OF THE
 GZ0091'CENTER LINE OF THE HIGHWAY, 109 1/2 FEET SOUTHEAST OF SOUTH
 GZ0091'CORNER OF BRICK PORCH OF HOUSE, 55 FEET SOUTHEAST OF A 10-INCH
 GZ0091'MAPLE TREE, 1/2 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 GZ0091'CONCRETE POST PROJECTING 4 INCHES.
 GZ0091
 GZ0091                          STATION RECOVERY (1957)
 GZ0091
 GZ0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0091'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1002 ***********************************************************************
 GB1002  DESIGNATION -  M 44
 GB1002  PID         -  GB1002
 GB1002  STATE/COUNTY-  KY/WAYNE
 GB1002  USGS QUAD   -  FRAZER (1982)
 GB1002
 GB1002                         *CURRENT SURVEY CONTROL
 GB1002  ___________________________________________________________________
 GB1002* NAD 83(1986)-  36 57 40.     (N)    084 41 54.     (W)     SCALED    
 GB1002* NAVD 88     -       273.587  (meters)     897.59   (feet)  ADJUSTED  
 GB1002  ___________________________________________________________________
 GB1002  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 GB1002  DYNAMIC HT  -         273.371 (meters)     896.88  (feet)  COMP
 GB1002  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 GB1002
 GB1002  VERT ORDER  -  SECOND    CLASS 0
 GB1002
 GB1002.The horizontal coordinates were scaled from a topographic map and have
 GB1002.an estimated accuracy of +/- 6 seconds.
 GB1002
 GB1002.The orthometric height was determined by differential leveling
 GB1002.and adjusted by the National Geodetic Survey in June 1991..
 GB1002
 GB1002.The geoid height was determined by GEOID03.
 GB1002
 GB1002.The dynamic height is computed by dividing the NAVD 88
 GB1002.geopotential number by the normal gravity value computed on the
 GB1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1002.degrees latitude (g = 980.6199 gals.).
 GB1002
 GB1002.The modeled gravity was interpolated from observed gravity values.
 GB1002
 GB1002;                    North         East    Units  Estimated Accuracy
 GB1002;SPC KY1Z     - 1,070,200.    1,593,660.      MT  (+/- 180 meters Scaled)
 GB1002
 GB1002                          SUPERSEDED SURVEY CONTROL
 GB1002
 GB1002  NGVD 29 (??/??/92)  273.749  (m)          898.12   (f) ADJ UNCH    2 0
 GB1002
 GB1002.Superseded values are not recommended for survey control.
 GB1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1002.See file dsdata.txt to determine how the superseded data were derived.
 GB1002
 GB1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF049930(NAD 83)
 GB1002_MARKER: DB = BENCH MARK DISK
 GB1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1002_STAMPING: M 44 1935 898.125
 GB1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1002+STABILITY: SURFACE MOTION
 GB1002
 GB1002  HISTORY     - Date     Condition        Report By
 GB1002  HISTORY     - 1935     MONUMENTED       CGS
 GB1002  HISTORY     - 1951     GOOD             NGS
 GB1002  HISTORY     - 1957     GOOD             NGS
 GB1002
 GB1002                          STATION DESCRIPTION
 GB1002
 GB1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1002'0.4 MI NE FROM FRAZIER.
 GB1002'ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 90 FROM THE POST
 GB1002'OFFICE AND CROSSROADS AT FRAZIER, ABOUT 1.65 MILES SOUTHWEST
 GB1002'OF THE PULASKI-WAYNE COUNTY LINE, 147 FEET WEST AND ACROSS
 GB1002'HIGHWAY FROM THE WEST CORNER OF R.C. COPENHAVER RESIDENCE, 28
 GB1002'FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, 76 FEET
 GB1002'SOUTHWEST OF THE SOUTH CORNER OF A SMALL MILL HOUSE, 62 FEET
 GB1002'NORTH OF THE JUNCTION OF HIGHWAY AND A PRIVATE ROAD EAST, 45
 GB1002'FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF A
 GB1002'FENCE LINE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GB1002'1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB1002'PROJECTING 4 INCHES.
 GB1002
 GB1002                          STATION RECOVERY (1957)
 GB1002
 GB1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2889 ***********************************************************************
 GY2889  DESIGNATION -  M 45
 GY2889  PID         -  GY2889
 GY2889  STATE/COUNTY-  KY/LEE
 GY2889  USGS QUAD   -  HEIDELBERG (1976)
 GY2889
 GY2889                         *CURRENT SURVEY CONTROL
 GY2889  ___________________________________________________________________
 GY2889* NAD 83(1986)-  37 34 26.     (N)    083 47 55.     (W)     SCALED    
 GY2889* NAVD 88     -       202.736  (meters)     665.14   (feet)  ADJUSTED  
 GY2889  ___________________________________________________________________
 GY2889  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GY2889  DYNAMIC HT  -         202.579 (meters)     664.63  (feet)  COMP
 GY2889  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 GY2889
 GY2889  VERT ORDER  -  SECOND    CLASS 0
 GY2889
 GY2889.The horizontal coordinates were scaled from a topographic map and have
 GY2889.an estimated accuracy of +/- 6 seconds.
 GY2889
 GY2889.The orthometric height was determined by differential leveling
 GY2889.and adjusted by the National Geodetic Survey in June 1991..
 GY2889
 GY2889.The geoid height was determined by GEOID03.
 GY2889
 GY2889.The dynamic height is computed by dividing the NAVD 88
 GY2889.geopotential number by the normal gravity value computed on the
 GY2889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2889.degrees latitude (g = 980.6199 gals.).
 GY2889
 GY2889.The modeled gravity was interpolated from observed gravity values.
 GY2889
 GY2889;                    North         East    Units  Estimated Accuracy
 GY2889;SPC KY1Z     - 1,139,480.    1,672,360.      MT  (+/- 180 meters Scaled)
 GY2889
 GY2889                          SUPERSEDED SURVEY CONTROL
 GY2889
 GY2889  NGVD 29 (??/??/92)  202.896  (m)          665.67   (f) ADJ UNCH    2 0
 GY2889
 GY2889.Superseded values are not recommended for survey control.
 GY2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2889.See file dsdata.txt to determine how the superseded data were derived.
 GY2889
 GY2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB528622(NAD 83)
 GY2889_MARKER: DB = BENCH MARK DISK
 GY2889_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY2889_SP_SET: UNSPECIFIED ROCK
 GY2889_STAMPING: M 45 1935 665.668
 GY2889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2889
 GY2889  HISTORY     - Date     Condition        Report By
 GY2889  HISTORY     - 1935     MONUMENTED       CGS
 GY2889  HISTORY     - 1958     POOR             NGS
 GY2889
 GY2889                          STATION DESCRIPTION
 GY2889
 GY2889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY2889'0.5 MI E FROM YELLOW ROCK.
 GY2889'0.5 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GY2889'YELLOW ROCK, LEE COUNTY, 18 YARDS NORTHEAST OF MILEPOST L 166,
 GY2889'20 FEET NORTH OF THE NORTH RAIL, IN THE FACE OF A ROCK, AND 3
 GY2889'FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0023 ***********************************************************************
 GZ0023  DESIGNATION -  M 46
 GZ0023  PID         -  GZ0023
 GZ0023  STATE/COUNTY-  KY/MADISON
 GZ0023  USGS QUAD   -  MOBERLY (1979)
 GZ0023
 GZ0023                         *CURRENT SURVEY CONTROL
 GZ0023  ___________________________________________________________________
 GZ0023* NAD 83(1986)-  37 44 34.     (N)    084 08 41.     (W)     SCALED    
 GZ0023* NAVD 88     -       251.836  (meters)     826.23   (feet)  ADJUSTED  
 GZ0023  ___________________________________________________________________
 GZ0023  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GZ0023  DYNAMIC HT  -         251.646 (meters)     825.61  (feet)  COMP
 GZ0023  MODELED GRAV-     979,872.1   (mgal)                       NAVD 88
 GZ0023
 GZ0023  VERT ORDER  -  SECOND    CLASS 0
 GZ0023
 GZ0023.The horizontal coordinates were scaled from a topographic map and have
 GZ0023.an estimated accuracy of +/- 6 seconds.
 GZ0023
 GZ0023.The orthometric height was determined by differential leveling
 GZ0023.and adjusted by the National Geodetic Survey in June 1991..
 GZ0023
 GZ0023.The geoid height was determined by GEOID03.
 GZ0023
 GZ0023.The dynamic height is computed by dividing the NAVD 88
 GZ0023.geopotential number by the normal gravity value computed on the
 GZ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0023.degrees latitude (g = 980.6199 gals.).
 GZ0023
 GZ0023.The modeled gravity was interpolated from observed gravity values.
 GZ0023
 GZ0023;                    North         East    Units  Estimated Accuracy
 GZ0023;SPC KY1Z     - 1,157,640.    1,641,470.      MT  (+/- 180 meters Scaled)
 GZ0023
 GZ0023                          SUPERSEDED SURVEY CONTROL
 GZ0023
 GZ0023  NGVD 29 (??/??/92)  251.987  (m)          826.73   (f) ADJ UNCH    2 0
 GZ0023
 GZ0023.Superseded values are not recommended for survey control.
 GZ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0023.See file dsdata.txt to determine how the superseded data were derived.
 GZ0023
 GZ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG515811(NAD 83)
 GZ0023_MARKER: DB = BENCH MARK DISK
 GZ0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0023_SP_SET: BUILDING
 GZ0023_STAMPING: M 46 1935 826.711
 GZ0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0023
 GZ0023  HISTORY     - Date     Condition        Report By
 GZ0023  HISTORY     - 1935     MONUMENTED       CGS
 GZ0023  HISTORY     - 1958     GOOD             NGS
 GZ0023
 GZ0023                          STATION DESCRIPTION
 GZ0023
 GZ0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0023'AT WACO.
 GZ0023'AT WACO, MADISON COUNTY, AT THE WACO DEPOSIT BANK, IN THE SOUTH
 GZ0023'WALL, 9 FEET EAST OF THE MAIN ENTRANCE, 1 FOOT WEST OF THE
 GZ0023'SOUTHEAST CORNER OF THE BUILDING, AND 2.5 FEET ABOVE THE
 GZ0023'CONCRETE PLATFORM.  A STANDARD DISK, STAMPED 826.711 M 46 1935
 GZ0023'AND SET VERTICALLY.  STANDARD DISK IN DRILL HOLE SET VERTICAL IN
 GZ0023'BRICK WALL.  NOTE-- THE ELEVATION WAS NOT CHANGED ON THIS MARK
 GZ0023'FOR FEAR OF CRACKING THE BRICK AS IT DID NOT LOOK VERY STRONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0199 ***********************************************************************
 GZ0199  DESIGNATION -  M 47
 GZ0199  PID         -  GZ0199
 GZ0199  STATE/COUNTY-  KY/LINCOLN
 GZ0199  USGS QUAD   -  BRODHEAD (1953)
 GZ0199
 GZ0199                         *CURRENT SURVEY CONTROL
 GZ0199  ___________________________________________________________________
 GZ0199* NAD 83(1986)-  37 26 24.     (N)    084 27 58.     (W)     SCALED    
 GZ0199* NAVD 88     -       271.359  (meters)     890.28   (feet)  ADJUSTED  
 GZ0199  ___________________________________________________________________
 GZ0199  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GZ0199  DYNAMIC HT  -         271.153 (meters)     889.61  (feet)  COMP
 GZ0199  MODELED GRAV-     979,861.8   (mgal)                       NAVD 88
 GZ0199
 GZ0199  VERT ORDER  -  SECOND    CLASS 0
 GZ0199
 GZ0199.The horizontal coordinates were scaled from a topographic map and have
 GZ0199.an estimated accuracy of +/- 6 seconds.
 GZ0199
 GZ0199.The orthometric height was determined by differential leveling
 GZ0199.and adjusted by the National Geodetic Survey in June 1991..
 GZ0199
 GZ0199.The geoid height was determined by GEOID03.
 GZ0199
 GZ0199.The dynamic height is computed by dividing the NAVD 88
 GZ0199.geopotential number by the normal gravity value computed on the
 GZ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0199.degrees latitude (g = 980.6199 gals.).
 GZ0199
 GZ0199.The modeled gravity was interpolated from observed gravity values.
 GZ0199
 GZ0199;                    North         East    Units  Estimated Accuracy
 GZ0199;SPC KY1Z     - 1,123,600.    1,613,610.      MT  (+/- 180 meters Scaled)
 GZ0199
 GZ0199                          SUPERSEDED SURVEY CONTROL
 GZ0199
 GZ0199  NGVD 29 (??/??/92)  271.514  (m)          890.79   (f) ADJ UNCH    2 0
 GZ0199
 GZ0199.Superseded values are not recommended for survey control.
 GZ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0199.See file dsdata.txt to determine how the superseded data were derived.
 GZ0199
 GZ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG241466(NAD 83)
 GZ0199_MARKER: DB = BENCH MARK DISK
 GZ0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0199_SP_SET: BRIDGE ABUTMENT
 GZ0199_STAMPING: M 47 1935
 GZ0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0199
 GZ0199  HISTORY     - Date     Condition        Report By
 GZ0199  HISTORY     - 1935     MONUMENTED       CGS
 GZ0199  HISTORY     - 1953     MARK NOT FOUND   NGS
 GZ0199
 GZ0199                          STATION DESCRIPTION
 GZ0199
 GZ0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GZ0199'3 MI SE FROM CRAB ORCHARD.
 GZ0199'3.0 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ0199'FROM THE STATION AT CRAB ORCHARD, LINCOLN COUNTY, 18 RAILS EAST
 GZ0199'OF A DIRT-ROAD CROSSING, AT BRIDGE 22 OVER A STREAM, IN THE TOP
 GZ0199'OF THE SECOND STONE FROM THE SOUTH END OF THE EAST ABUTMENT, 10.5
 GZ0199'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 4-1/2 FEET LOWER THAN
 GZ0199'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED M 47 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0098 ***********************************************************************
 GB0098  DESIGNATION -  M 49
 GB0098  PID         -  GB0098
 GB0098  STATE/COUNTY-  KY/WHITLEY
 GB0098  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0098
 GB0098                         *CURRENT SURVEY CONTROL
 GB0098  ___________________________________________________________________
 GB0098* NAD 83(1986)-  36 42 15.     (N)    084 08 36.     (W)     SCALED    
 GB0098* NAVD 88     -       295.724  (meters)     970.22   (feet)  ADJUSTED  
 GB0098  ___________________________________________________________________
 GB0098  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 GB0098  DYNAMIC HT  -         295.477 (meters)     969.41  (feet)  COMP
 GB0098  MODELED GRAV-     979,785.7   (mgal)                       NAVD 88
 GB0098
 GB0098  VERT ORDER  -  SECOND    CLASS 0
 GB0098
 GB0098.The horizontal coordinates were scaled from a topographic map and have
 GB0098.an estimated accuracy of +/- 6 seconds.
 GB0098
 GB0098.The orthometric height was determined by differential leveling
 GB0098.and adjusted by the National Geodetic Survey in June 1991..
 GB0098
 GB0098.The geoid height was determined by GEOID03.
 GB0098
 GB0098.The dynamic height is computed by dividing the NAVD 88
 GB0098.geopotential number by the normal gravity value computed on the
 GB0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0098.degrees latitude (g = 980.6199 gals.).
 GB0098
 GB0098.The modeled gravity was interpolated from observed gravity values.
 GB0098
 GB0098;                    North         East    Units  Estimated Accuracy
 GB0098;SPC KY1Z     - 1,042,390.    1,643,570.      MT  (+/- 180 meters Scaled)
 GB0098
 GB0098                          SUPERSEDED SURVEY CONTROL
 GB0098
 GB0098  NGVD 29 (??/??/92)  295.874  (m)          970.71   (f) ADJ UNCH    2 0
 GB0098
 GB0098.Superseded values are not recommended for survey control.
 GB0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0098.See file dsdata.txt to determine how the superseded data were derived.
 GB0098
 GB0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF551658(NAD 83)
 GB0098_MARKER: DB = BENCH MARK DISK
 GB0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0098_STAMPING: M 49 1935 970.713
 GB0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0098+STABILITY: SURFACE MOTION
 GB0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB0098+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GB0098
 GB0098  HISTORY     - Date     Condition        Report By
 GB0098  HISTORY     - 1935     MONUMENTED       CGS
 GB0098  HISTORY     - 1957     POOR             NGS
 GB0098  HISTORY     - 1968     GOOD             NGS
 GB0098  HISTORY     - 20060112 GOOD             KYTC
 GB0098
 GB0098                          STATION DESCRIPTION
 GB0098
 GB0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0098'1.4 MI S FROM SAVOY.
 GB0098'1.4 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0098'FROM THE STATION AT SAVOY, AT A BLACK TOP ROAD CROSSING AND POST
 GB0098'OFFICE AT EMLYN, SOUTH SOUTHEAST AND ACROSS BLACK TOP ROAD FROM
 GB0098'POST OFFICE, 46.4 FEET EAST OF THE EAST RAIL, 20 FEET SOUTH OF
 GB0098'THE CENTER OF THE BLACK TOP ROAD, 11 FEET SOUTH OF POWER POLE
 GB0098'AND FENCE CORNER, 1 FOOT WEST OF A FENCE AND ABOUT 1 FEET BELOW
 GB0098'THE LEVEL OF TRACK.
 GB0098
 GB0098                          STATION RECOVERY (1968)
 GB0098
 GB0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0098'RECOVERED IN GOOD CONDITION.
 GB0098
 GB0098                          STATION RECOVERY (2006)
 GB0098
 GB0098'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0098'MARK IS 22 FEET SOUTH OF CENTERLINE OF ROAD, 10 FEET SOUTH OF A GUYED
 GB0098'POWER POLE WITH TRANSFORMER, ABOUT 2 FEET BELOW TRACKS AND PROJECTS
 GB0098'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0131 ***********************************************************************
 GB0131  DESIGNATION -  M 50
 GB0131  PID         -  GB0131
 GB0131  STATE/COUNTY-  KY/WHITLEY
 GB0131  USGS QUAD   -  WILLIAMSBURG (1982)
 GB0131
 GB0131                         *CURRENT SURVEY CONTROL
 GB0131  ___________________________________________________________________
 GB0131* NAD 83(1986)-  36 44 14.     (N)    084 09 53.     (W)     SCALED    
 GB0131* NAVD 88     -       319.753  (meters)    1049.06   (feet)  ADJUSTED  
 GB0131  ___________________________________________________________________
 GB0131  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GB0131  DYNAMIC HT  -         319.489 (meters)    1048.19  (feet)  COMP
 GB0131  MODELED GRAV-     979,796.7   (mgal)                       NAVD 88
 GB0131
 GB0131  VERT ORDER  -  SECOND    CLASS 0
 GB0131
 GB0131.The horizontal coordinates were scaled from a topographic map and have
 GB0131.an estimated accuracy of +/- 6 seconds.
 GB0131
 GB0131.The orthometric height was determined by differential leveling
 GB0131.and adjusted by the National Geodetic Survey in June 1991..
 GB0131
 GB0131.The geoid height was determined by GEOID03.
 GB0131
 GB0131.The dynamic height is computed by dividing the NAVD 88
 GB0131.geopotential number by the normal gravity value computed on the
 GB0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0131.degrees latitude (g = 980.6199 gals.).
 GB0131
 GB0131.The modeled gravity was interpolated from observed gravity values.
 GB0131
 GB0131;                    North         East    Units  Estimated Accuracy
 GB0131;SPC KY1Z     - 1,046,030.    1,641,600.      MT  (+/- 180 meters Scaled)
 GB0131
 GB0131                          SUPERSEDED SURVEY CONTROL
 GB0131
 GB0131  NGVD 29 (??/??/92)  319.905  (m)         1049.56   (f) ADJ UNCH    2 0
 GB0131
 GB0131.Superseded values are not recommended for survey control.
 GB0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0131.See file dsdata.txt to determine how the superseded data were derived.
 GB0131
 GB0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF531694(NAD 83)
 GB0131_MARKER: DB = BENCH MARK DISK
 GB0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0131_STAMPING: M 50 1935 1049.555
 GB0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0131+STABILITY: SURFACE MOTION
 GB0131
 GB0131  HISTORY     - Date     Condition        Report By
 GB0131  HISTORY     - 1935     MONUMENTED       CGS
 GB0131  HISTORY     - 1957     GOOD             NGS
 GB0131
 GB0131                          STATION DESCRIPTION
 GB0131
 GB0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0131'AT WILLIAMSBURG.
 GB0131'AT WILLIAMSBURG, 0.5 MILE WEST OF THE I. AND N. RR. STATION,
 GB0131'ALONG STATE HIGHWAY 92, 112 YARDS WEST OF THE JUNCTION OF
 GB0131'BUSINESS ROUTE 25, 58 FEET EAST OF THE WEST FACE OF THE EAST
 GB0131'STONE MASONARY POST AT DRIVEWAY TO DR. DANIEL L. BOWERS RESIDENCE,
 GB0131'27.7 FEET EAST OF THE SOUTHEAST CORNER OF THE STONE MASONRY
 GB0131'FENCE, AROUND THE DOCTORS YARD, 43.6 FEET NORTH AND ACROSS
 GB0131'HIGHWAY FROM THE CORNER OF THE RETAINING WALL AROUND YARD AND AT
 GB0131'WEST SIDE OF DRIVEWAY OF HOUSE SOUTH OF HIGHWAY.  26 FEET
 GB0131'NORTH OF THE CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT ABOVE LEVEL
 GB0131'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0502 ***********************************************************************
 GZ0502  DESIGNATION -  M 51
 GZ0502  PID         -  GZ0502
 GZ0502  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0502  USGS QUAD   -  BILLOWS (1987)
 GZ0502
 GZ0502                         *CURRENT SURVEY CONTROL
 GZ0502  ___________________________________________________________________
 GZ0502* NAD 83(1986)-  37 10 19.     (N)    084 17 48.     (W)     SCALED    
 GZ0502* NAVD 88     -       262.107  (meters)     859.93   (feet)  ADJUSTED  
 GZ0502  ___________________________________________________________________
 GZ0502  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GZ0502  DYNAMIC HT  -         261.912 (meters)     859.29  (feet)  COMP
 GZ0502  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 GZ0502
 GZ0502  VERT ORDER  -  SECOND    CLASS 0
 GZ0502
 GZ0502.The horizontal coordinates were scaled from a topographic map and have
 GZ0502.an estimated accuracy of +/- 6 seconds.
 GZ0502
 GZ0502.The orthometric height was determined by differential leveling
 GZ0502.and adjusted by the National Geodetic Survey in June 1991..
 GZ0502
 GZ0502.The geoid height was determined by GEOID03.
 GZ0502
 GZ0502.The dynamic height is computed by dividing the NAVD 88
 GZ0502.geopotential number by the normal gravity value computed on the
 GZ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0502.degrees latitude (g = 980.6199 gals.).
 GZ0502
 GZ0502.The modeled gravity was interpolated from observed gravity values.
 GZ0502
 GZ0502;                    North         East    Units  Estimated Accuracy
 GZ0502;SPC KY1Z     - 1,094,080.    1,629,060.      MT  (+/- 180 meters Scaled)
 GZ0502
 GZ0502                          SUPERSEDED SURVEY CONTROL
 GZ0502
 GZ0502  NGVD 29 (??/??/92)  262.277  (m)          860.49   (f) ADJ UNCH    2 0
 GZ0502
 GZ0502.Superseded values are not recommended for survey control.
 GZ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0502.See file dsdata.txt to determine how the superseded data were derived.
 GZ0502
 GZ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG400173(NAD 83)
 GZ0502_MARKER: DB = BENCH MARK DISK
 GZ0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0502_SP_SET: BRIDGE ABUTMENT
 GZ0502_STAMPING: M 51 1935 860.487
 GZ0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0502
 GZ0502  HISTORY     - Date     Condition        Report By
 GZ0502  HISTORY     - 1935     MONUMENTED       CGS
 GZ0502  HISTORY     - 1957     GOOD             NGS
 GZ0502
 GZ0502                          STATION DESCRIPTION
 GZ0502
 GZ0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GZ0502'1.3 MI E FROM BILLOWS.
 GZ0502'1.3 MILES EAST ALONG STATE HIGHWAY 80 FROM THE BRIDGE OVER
 GZ0502'LINE CREEK AT BILLOWS, AT THE STEEL BRIDGE OVER ROCKCASTLE
 GZ0502'RIVER AND ROCKCASTLE - LAUREL COUNTY LINE, SET IN THE WEST END
 GZ0502'OF THE NORTH ABUTMENT, 9 FEET WEST OF THE CENTER LINE OF HIGHWAY
 GZ0502'AND ABOUT LEVEL WITH HIGHWAY.  SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ1586 ***********************************************************************
 AJ1586  DESIGNATION -  M 51 RESET
 AJ1586  PID         -  AJ1586
 AJ1586  STATE/COUNTY-  KY/ROCKCASTLE
 AJ1586  USGS QUAD   -  BILLOWS (1987)
 AJ1586
 AJ1586                         *CURRENT SURVEY CONTROL
 AJ1586  ___________________________________________________________________
 AJ1586* NAD 83(1986)-  37 10 19.     (N)    084 17 48.     (W)     SCALED    
 AJ1586* NAVD 88     -       263.17   (meters)     863.4    (feet)  RESET     
 AJ1586  ___________________________________________________________________
 AJ1586  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 AJ1586
 AJ1586  VERT ORDER  -  THIRD
 AJ1586
 AJ1586.The horizontal coordinates were scaled from a topographic map and have
 AJ1586.an estimated accuracy of +/- 6 seconds.
 AJ1586
 AJ1586.The orthometric height was computed from unverified reset data.
 AJ1586.No vertical observational check was made to the station.
 AJ1586
 AJ1586.The geoid height was determined by GEOID03.
 AJ1586
 AJ1586;                    North         East    Units  Estimated Accuracy
 AJ1586;SPC KY1Z     - 1,094,080.    1,629,060.      MT  (+/- 180 meters Scaled)
 AJ1586
 AJ1586                          SUPERSEDED SURVEY CONTROL
 AJ1586
 AJ1586.No superseded survey control is available for this station.
 AJ1586
 AJ1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG400173(NAD 83)
 AJ1586_MARKER: DV = VERTICAL CONTROL DISK
 AJ1586_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ1586_SP_SET: BRIDGE ABUTMENT
 AJ1586_STAMPING: M 51 1935 RESET 1999
 AJ1586_MARK LOGO: NGS   
 AJ1586_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1586
 AJ1586  HISTORY     - Date     Condition        Report By
 AJ1586  HISTORY     - 1999     MONUMENTED       KYDT
 AJ1586
 AJ1586                          STATION DESCRIPTION
 AJ1586
 AJ1586'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 AJ1586'6 MILES (9.7 KM) WEST ALONG KY 1956 (FORMERLY KY 80) FROM ROAD
 AJ1586'INTERSECTION AND CHURCH AT BERNSTADT, ABOUT 2.3 MILES (3.7 KM) EAST
 AJ1586'ALONG KY 1956 FROM JUNCTION WITH KY 80 IN PULASKI COUNTY AT A 360 FOOT
 AJ1586'(109.7 M) CONCRETE BRIDGE OVER ROCKCASTLE RIVER AND ROCKCASTLE-LAUREL
 AJ1586'COUNTY LINE, SET IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT, 18
 AJ1586'FEET (5.5 M) WEST OF CENTERLINE, 1.6 FEET (0.5 M) WEST OF WEST FACE OF
 AJ1586'WEST BARRIER WALL AND ABOUT LEVEL WITH ROADWAY. A VERTICAL DISK SET IN
 AJ1586'A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2439 ***********************************************************************
 GY2439  DESIGNATION -  M 52
 GY2439  PID         -  GY2439
 GY2439  STATE/COUNTY-  KY/CLAY
 GY2439  USGS QUAD   -  MANCHESTER (1979)
 GY2439
 GY2439                         *CURRENT SURVEY CONTROL
 GY2439  ___________________________________________________________________
 GY2439* NAD 83(1986)-  37 07 33.     (N)    083 45 01.     (W)     SCALED    
 GY2439* NAVD 88     -       261.054  (meters)     856.47   (feet)  ADJUSTED  
 GY2439  ___________________________________________________________________
 GY2439  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GY2439  DYNAMIC HT  -         260.846 (meters)     855.79  (feet)  COMP
 GY2439  MODELED GRAV-     979,826.2   (mgal)                       NAVD 88
 GY2439
 GY2439  VERT ORDER  -  SECOND    CLASS 0
 GY2439
 GY2439.The horizontal coordinates were scaled from a topographic map and have
 GY2439.an estimated accuracy of +/- 6 seconds.
 GY2439
 GY2439.The orthometric height was determined by differential leveling
 GY2439.and adjusted by the National Geodetic Survey in June 1991..
 GY2439
 GY2439.The geoid height was determined by GEOID03.
 GY2439
 GY2439.The dynamic height is computed by dividing the NAVD 88
 GY2439.geopotential number by the normal gravity value computed on the
 GY2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2439.degrees latitude (g = 980.6199 gals.).
 GY2439
 GY2439.The modeled gravity was interpolated from observed gravity values.
 GY2439
 GY2439;                    North         East    Units  Estimated Accuracy
 GY2439;SPC KY1Z     - 1,089,860.    1,677,690.      MT  (+/- 180 meters Scaled)
 GY2439
 GY2439                          SUPERSEDED SURVEY CONTROL
 GY2439
 GY2439  NGVD 29 (??/??/92)  261.213  (m)          857.00   (f) ADJ UNCH    2 0
 GY2439
 GY2439.Superseded values are not recommended for survey control.
 GY2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2439.See file dsdata.txt to determine how the superseded data were derived.
 GY2439
 GY2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB556123(NAD 83)
 GY2439_MARKER: DB = BENCH MARK DISK
 GY2439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2439_SP_SET: BRIDGE
 GY2439_STAMPING: M 52 1935 856.996
 GY2439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2439
 GY2439  HISTORY     - Date     Condition        Report By
 GY2439  HISTORY     - 1935     MONUMENTED       CGS
 GY2439  HISTORY     - 1950     GOOD             NGS
 GY2439  HISTORY     - 1957     GOOD             NGS
 GY2439
 GY2439                          STATION DESCRIPTION
 GY2439
 GY2439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY2439'0.2 MI NW FROM GARRARD.
 GY2439'ABOUT 0.15 MILE NORTHWEST ALONG STATE HIGHWAY 80 FROM THE CROSSING
 GY2439'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT GARRARD, ABOUT 0.25
 GY2439'MILE SOUTHEAST OF JUNCTION OF STATE HIGHWAY 11 LEADING SOUTH, IN
 GY2439'THE TOP OF THE SECOND STONE STEP FROM THE TOP OF THE SOUTH WING
 GY2439'WALL OF SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE OVER GOOSE CREEK,
 GY2439'16 1/2 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT 3 FEET
 GY2439'BELOW LEVEL OF HIGHWAY.
 GY2439
 GY2439                          STATION RECOVERY (1957)
 GY2439
 GY2439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3383 ***********************************************************************
 GY3383  DESIGNATION -  M 52 RESET
 GY3383  PID         -  GY3383
 GY3383  STATE/COUNTY-  KY/CLAY
 GY3383  USGS QUAD   -  MANCHESTER (1979)
 GY3383
 GY3383                         *CURRENT SURVEY CONTROL
 GY3383  ___________________________________________________________________
 GY3383* NAD 83(1986)-  37 07 33.     (N)    083 45 01.     (W)     SCALED    
 GY3383* NAVD 88     -       263.45   (meters)     864.3    (feet)  RESET     
 GY3383  ___________________________________________________________________
 GY3383  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GY3383
 GY3383  VERT ORDER  -  THIRD
 GY3383
 GY3383.The horizontal coordinates were scaled from a topographic map and have
 GY3383.an estimated accuracy of +/- 6 seconds.
 GY3383
 GY3383.The orthometric height was computed from unverified reset data.
 GY3383.No vertical observational check was made to the station.
 GY3383
 GY3383.The geoid height was determined by GEOID03.
 GY3383
 GY3383;                    North         East    Units  Estimated Accuracy
 GY3383;SPC KY1Z     - 1,089,860.    1,677,690.      MT  (+/- 180 meters Scaled)
 GY3383
 GY3383                          SUPERSEDED SURVEY CONTROL
 GY3383
 GY3383.No superseded survey control is available for this station.
 GY3383
 GY3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB556123(NAD 83)
 GY3383_MARKER: DB = BENCH MARK DISK
 GY3383_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GY3383_SP_SET: BRIDGE ABUTMENT
 GY3383_STAMPING: M 52 RESET 1983
 GY3383_MARK LOGO: NGS   
 GY3383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY3383
 GY3383  HISTORY     - Date     Condition        Report By
 GY3383  HISTORY     - 1983     MONUMENTED       NGS
 GY3383
 GY3383                          STATION DESCRIPTION
 GY3383
 GY3383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GY3383'0.2 KM (0.10 MI) NW FROM GARRARD.
 GY3383'0.2 KM (0.10 MI) NORTHWEST ALONG STATE HIGHWAY 80 FROM THE RAILROAD
 GY3383'CROSSING AT GARRARD, IN THE TOP OF THE SOUTH WINGWALL OF THE
 GY3383'SOUTHEAST ABUTMENT OF THE BRIDGE OVER GOOSE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2480 ***********************************************************************
 GY2480  DESIGNATION -  M 54
 GY2480  PID         -  GY2480
 GY2480  STATE/COUNTY-  KY/CLAY
 GY2480  USGS QUAD   -  BARCREEK (1979)
 GY2480
 GY2480                         *CURRENT SURVEY CONTROL
 GY2480  ___________________________________________________________________
 GY2480* NAD 83(1986)-  37 12 16.     (N)    083 44 18.     (W)     SCALED    
 GY2480* NAVD 88     -       247.516  (meters)     812.06   (feet)  ADJUSTED  
 GY2480  ___________________________________________________________________
 GY2480  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GY2480  DYNAMIC HT  -         247.321 (meters)     811.42  (feet)  COMP
 GY2480  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 GY2480
 GY2480  VERT ORDER  -  SECOND    CLASS 0
 GY2480
 GY2480.The horizontal coordinates were scaled from a topographic map and have
 GY2480.an estimated accuracy of +/- 6 seconds.
 GY2480
 GY2480.The orthometric height was determined by differential leveling
 GY2480.and adjusted by the National Geodetic Survey in June 1991..
 GY2480
 GY2480.The geoid height was determined by GEOID03.
 GY2480
 GY2480.The dynamic height is computed by dividing the NAVD 88
 GY2480.geopotential number by the normal gravity value computed on the
 GY2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2480.degrees latitude (g = 980.6199 gals.).
 GY2480
 GY2480.The modeled gravity was interpolated from observed gravity values.
 GY2480
 GY2480;                    North         East    Units  Estimated Accuracy
 GY2480;SPC KY1Z     - 1,098,600.    1,678,560.      MT  (+/- 180 meters Scaled)
 GY2480
 GY2480                          SUPERSEDED SURVEY CONTROL
 GY2480
 GY2480  NGVD 29 (??/??/92)  247.675  (m)          812.58   (f) ADJ UNCH    2 0
 GY2480
 GY2480.Superseded values are not recommended for survey control.
 GY2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2480.See file dsdata.txt to determine how the superseded data were derived.
 GY2480
 GY2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB569210(NAD 83)
 GY2480_MARKER: DB = BENCH MARK DISK
 GY2480_SETTING: 0 = UNSPECIFIED SETTING
 GY2480_STAMPING: M 54 1935 812.580
 GY2480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2480
 GY2480  HISTORY     - Date     Condition        Report By
 GY2480  HISTORY     - 1935     MONUMENTED       CGS
 GY2480  HISTORY     - 1957     POOR             NGS
 GY2480
 GY2480                          STATION DESCRIPTION
 GY2480
 GY2480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2480'2.8 MI SW FROM TANKSLEY.
 GY2480'0.55 MILE WEST ALONG STATE HIGHWAY 11 FROM THE TANKSLEY POST
 GY2480'OFFICE, THENCE SOUTH AND SOUTHWEST ALONG GRAVEL ROAD LEADING
 GY2480'TO COAL STRIP MINE FOR 1.45 MILES, THENCE 0.7 MILE SOUTHWEST DOWN
 GY2480'HILL ALONG DIRT ROAD TO CROSSROAD, THENCE 0.15 MILE EAST TO JACK
 GY2480'BRANCH SCHOOL, 35 FEET NORTH OF NORTH END OF FOOT BRIDGE, 23.5 FEET
 GY2480'NORTHWEST OF NORTHWEST CORNER OF WELL CURB, 8 FEET SOUTH OF
 GY2480'ENTRANCE TO SCHOOL, 3 FEET NORTH OF SOUTHWEST CORNER OF SCHOOL,
 GY2480'2 FEET EAST OF EAST WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1528 ***********************************************************************
 GZ1528  DESIGNATION -  M 55
 GZ1528  PID         -  GZ1528
 GZ1528  STATE/COUNTY-  KY/ADAIR
 GZ1528  USGS QUAD   -  CANE VALLEY (1979)
 GZ1528
 GZ1528                         *CURRENT SURVEY CONTROL
 GZ1528  ___________________________________________________________________
 GZ1528* NAD 83(1986)-  37 11 15.     (N)    085 19 17.     (W)     SCALED    
 GZ1528* NAVD 88     -       258.146  (meters)     846.93   (feet)  ADJUSTED  
 GZ1528  ___________________________________________________________________
 GZ1528  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GZ1528  DYNAMIC HT  -         257.942 (meters)     846.26  (feet)  COMP
 GZ1528  MODELED GRAV-     979,834.9   (mgal)                       NAVD 88
 GZ1528
 GZ1528  VERT ORDER  -  SECOND    CLASS 0
 GZ1528
 GZ1528.The horizontal coordinates were scaled from a topographic map and have
 GZ1528.an estimated accuracy of +/- 6 seconds.
 GZ1528
 GZ1528.The orthometric height was determined by differential leveling
 GZ1528.and adjusted by the National Geodetic Survey in June 1991..
 GZ1528
 GZ1528.The geoid height was determined by GEOID03.
 GZ1528
 GZ1528.The dynamic height is computed by dividing the NAVD 88
 GZ1528.geopotential number by the normal gravity value computed on the
 GZ1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1528.degrees latitude (g = 980.6199 gals.).
 GZ1528
 GZ1528.The modeled gravity was interpolated from observed gravity values.
 GZ1528
 GZ1528;                    North         East    Units  Estimated Accuracy
 GZ1528;SPC KY1Z     - 1,094,890.    1,538,060.      MT  (+/- 180 meters Scaled)
 GZ1528
 GZ1528                          SUPERSEDED SURVEY CONTROL
 GZ1528
 GZ1528  NGVD 29 (??/??/92)  258.296  (m)          847.43   (f) ADJ UNCH    2 0
 GZ1528
 GZ1528.Superseded values are not recommended for survey control.
 GZ1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1528.See file dsdata.txt to determine how the superseded data were derived.
 GZ1528
 GZ1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG489169(NAD 83)
 GZ1528_MARKER: DB = BENCH MARK DISK
 GZ1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1528_STAMPING: M 55 1935
 GZ1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1528+STABILITY: SURFACE MOTION
 GZ1528
 GZ1528  HISTORY     - Date     Condition        Report By
 GZ1528  HISTORY     - 1935     MONUMENTED       CGS
 GZ1528  HISTORY     - 1940     GOOD             NGS
 GZ1528  HISTORY     - 20050826 MARK NOT FOUND   KYTC
 GZ1528
 GZ1528                          STATION DESCRIPTION
 GZ1528
 GZ1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GZ1528'0.6 MI N FROM CANE VALLEY.
 GZ1528'0.6 MILE NORTH ALONG STATE HIGHWAY 55 FROM THE POST OFFICE AT
 GZ1528'CANE VALLEY, ADAIR COUNTY, 93 FEET SOUTHEAST OF THE SOUTHEAST
 GZ1528'CORNER OF THE L.S. SULLIVAN FARMHOUSE, 32.7 FEET NORTHEAST OF
 GZ1528'THE CENTERLINE OF THE HIGHWAY, 16.8 FEET WEST OF A FENCE CORNER,
 GZ1528'7.4 FEET SOUTHWEST OF AN 8-INCH HICKORY TREE, 3 FEET EAST OF A
 GZ1528'POLE, 0.7 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 GZ1528'1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK STAMPED M 55
 GZ1528'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GZ1528'ABOVE GROUND.
 GZ1528
 GZ1528                          STATION RECOVERY (2005)
 GZ1528
 GZ1528'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1349 ***********************************************************************
 GZ1349  DESIGNATION -  M 56
 GZ1349  PID         -  GZ1349
 GZ1349  STATE/COUNTY-  KY/WASHINGTON
 GZ1349  USGS QUAD   -  SPRINGFIELD (1979)
 GZ1349
 GZ1349                         *CURRENT SURVEY CONTROL
 GZ1349  ___________________________________________________________________
 GZ1349* NAD 83(1986)-  37 41 39.     (N)    085 14 03.     (W)     SCALED    
 GZ1349* NAVD 88     -       219.265  (meters)     719.37   (feet)  ADJUSTED  
 GZ1349  ___________________________________________________________________
 GZ1349  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 GZ1349  DYNAMIC HT  -         219.095 (meters)     718.81  (feet)  COMP
 GZ1349  MODELED GRAV-     979,848.0   (mgal)                       NAVD 88
 GZ1349
 GZ1349  VERT ORDER  -  SECOND    CLASS 0
 GZ1349
 GZ1349.The horizontal coordinates were scaled from a topographic map and have
 GZ1349.an estimated accuracy of +/- 6 seconds.
 GZ1349
 GZ1349.The orthometric height was determined by differential leveling
 GZ1349.and adjusted by the National Geodetic Survey in June 1991..
 GZ1349
 GZ1349.The geoid height was determined by GEOID03.
 GZ1349
 GZ1349.The dynamic height is computed by dividing the NAVD 88
 GZ1349.geopotential number by the normal gravity value computed on the
 GZ1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1349.degrees latitude (g = 980.6199 gals.).
 GZ1349
 GZ1349.The modeled gravity was interpolated from observed gravity values.
 GZ1349
 GZ1349;                    North         East    Units  Estimated Accuracy
 GZ1349;SPC KY1Z     - 1,151,150.    1,545,490.      MT  (+/- 180 meters Scaled)
 GZ1349
 GZ1349                          SUPERSEDED SURVEY CONTROL
 GZ1349
 GZ1349  NGVD 29 (??/??/92)  219.410  (m)          719.85   (f) ADJ UNCH    2 0
 GZ1349
 GZ1349.Superseded values are not recommended for survey control.
 GZ1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1349.See file dsdata.txt to determine how the superseded data were derived.
 GZ1349
 GZ1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG556733(NAD 83)
 GZ1349_MARKER: DB = BENCH MARK DISK
 GZ1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1349_STAMPING: M 56 1935
 GZ1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1349+STABILITY: SURFACE MOTION
 GZ1349
 GZ1349  HISTORY     - Date     Condition        Report By
 GZ1349  HISTORY     - 1935     MONUMENTED       CGS
 GZ1349  HISTORY     - 1950     GOOD             NGS
 GZ1349
 GZ1349                          STATION DESCRIPTION
 GZ1349
 GZ1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1349'1 MI NW FROM SPRINGFIELD.
 GZ1349'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 55 FROM THE POST OFFICE
 GZ1349'AT SPRINGFIELD, WASHINGTON COUNTY, 0.2 MILE NORTH OF THE JUNCTION
 GZ1349'OF U.S. HIGHWAY 68, 138 FEET NORTH OF THE NORTHEAST CORNER OF A
 GZ1349'CONCRETE BRIDGE, 39.3 FEET SOUTH OF A 20-INCH WALNUT TREE, AT A
 GZ1349'ROAD JUNCTION, 43.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GZ1349'20.2 FEET SOUTH OF THE CENTERLINE OF A PRIVATE DRIVE, 1.5 FEET
 GZ1349'WEST OF THE WHITE WOOD FENCE, AND ABOUT 4 FEET LOWER THAN THE
 GZ1349'HIGHWAY.  A STANDARD DISK, STAMPED M 56 1935 AND SET IN THE TOP
 GZ1349'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1179 ***********************************************************************
 HZ1179  DESIGNATION -  M 57
 HZ1179  PID         -  HZ1179
 HZ1179  STATE/COUNTY-  KY/SHELBY
 HZ1179  USGS QUAD   -  SHELBYVILLE (1993)
 HZ1179
 HZ1179                         *CURRENT SURVEY CONTROL
 HZ1179  ___________________________________________________________________
 HZ1179* NAD 83(1986)-  38 12 25.     (N)    085 13 45.     (W)     SCALED    
 HZ1179* NAVD 88     -       231.374  (meters)     759.10   (feet)  ADJUSTED  
 HZ1179  ___________________________________________________________________
 HZ1179  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ1179  DYNAMIC HT  -         231.210 (meters)     758.56  (feet)  COMP
 HZ1179  MODELED GRAV-     979,918.8   (mgal)                       NAVD 88
 HZ1179
 HZ1179  VERT ORDER  -  SECOND    CLASS 0
 HZ1179
 HZ1179.The horizontal coordinates were scaled from a topographic map and have
 HZ1179.an estimated accuracy of +/- 6 seconds.
 HZ1179
 HZ1179.The orthometric height was determined by differential leveling
 HZ1179.and adjusted by the National Geodetic Survey in June 1991..
 HZ1179
 HZ1179.The geoid height was determined by GEOID03.
 HZ1179
 HZ1179.The dynamic height is computed by dividing the NAVD 88
 HZ1179.geopotential number by the normal gravity value computed on the
 HZ1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1179.degrees latitude (g = 980.6199 gals.).
 HZ1179
 HZ1179.The modeled gravity was interpolated from observed gravity values.
 HZ1179
 HZ1179;                    North         East    Units  Estimated Accuracy
 HZ1179;SPC KY1Z     - 1,208,070.    1,545,610.      MT  (+/- 180 meters Scaled)
 HZ1179
 HZ1179                          SUPERSEDED SURVEY CONTROL
 HZ1179
 HZ1179  NGVD 29 (??/??/92)  231.529  (m)          759.61   (f) ADJ UNCH    2 0
 HZ1179
 HZ1179.Superseded values are not recommended for survey control.
 HZ1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1179.See file dsdata.txt to determine how the superseded data were derived.
 HZ1179
 HZ1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH550302(NAD 83)
 HZ1179_MARKER: DB = BENCH MARK DISK
 HZ1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1179_STAMPING: M 57 1935
 HZ1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1179+STABILITY: SURFACE MOTION
 HZ1179
 HZ1179  HISTORY     - Date     Condition        Report By
 HZ1179  HISTORY     - 1935     MONUMENTED       CGS
 HZ1179  HISTORY     - 1950     GOOD             NGS
 HZ1179  HISTORY     - 1966     MARK NOT FOUND   NGS
 HZ1179
 HZ1179                          STATION DESCRIPTION
 HZ1179
 HZ1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HZ1179'AT SHELBYVILLE.
 HZ1179'AT SHELBYVILLE, SHELBY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HZ1179'RAILROAD, 0.2 MILE NORTH OF THE JUNCTION OF SOURR           ,
 HZ1179'AT THE NORTHEAST CORNER FORMED BY THE JUNCTION OF THE STAR
 HZ1179'TOBACCO WAREHOUSE SIDING, 26 YARD NORTH OF THE POINT OF THE
 HZ1179'JUNCTION, 8.8 FEET EAST OF THE EAST RAIL OF THE SIDING, 6.6
 HZ1179'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND LEVEL WITH THE
 HZ1179'TRACK.  A STANDARD DISK, STAMPED M 57 1935 AND SET IN THE
 HZ1179'TOP OF A CONCRETE POST.
 HZ1179
 HZ1179                          STATION RECOVERY (1966)
 HZ1179
 HZ1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HZ1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2371 ***********************************************************************
 GZ2371  DESIGNATION -  M 59
 GZ2371  PID         -  GZ2371
 GZ2371  STATE/COUNTY-  KY/BULLITT
 GZ2371  USGS QUAD   -  LEBANON JUNCTION (1991)
 GZ2371
 GZ2371                         *CURRENT SURVEY CONTROL
 GZ2371  ___________________________________________________________________
 GZ2371* NAD 83(1986)-  37 51 51.     (N)    085 43 58.     (W)     SCALED    
 GZ2371* NAVD 88     -       135.310  (meters)     443.93   (feet)  ADJUSTED  
 GZ2371  ___________________________________________________________________
 GZ2371  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 GZ2371  DYNAMIC HT  -         135.212 (meters)     443.61  (feet)  COMP
 GZ2371  MODELED GRAV-     979,900.6   (mgal)                       NAVD 88
 GZ2371
 GZ2371  VERT ORDER  -  SECOND    CLASS 0
 GZ2371
 GZ2371.The horizontal coordinates were scaled from a topographic map and have
 GZ2371.an estimated accuracy of +/- 6 seconds.
 GZ2371
 GZ2371.The orthometric height was determined by differential leveling
 GZ2371.and adjusted by the National Geodetic Survey in June 1991..
 GZ2371
 GZ2371.The geoid height was determined by GEOID03.
 GZ2371
 GZ2371.The dynamic height is computed by dividing the NAVD 88
 GZ2371.geopotential number by the normal gravity value computed on the
 GZ2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2371.degrees latitude (g = 980.6199 gals.).
 GZ2371
 GZ2371.The modeled gravity was interpolated from observed gravity values.
 GZ2371
 GZ2371;                    North         East    Units  Estimated Accuracy
 GZ2371;SPC KY1Z     - 1,169,900.    1,501,520.      MT  (+/- 180 meters Scaled)
 GZ2371
 GZ2371                          SUPERSEDED SURVEY CONTROL
 GZ2371
 GZ2371  NGVD 29 (??/??/92)  135.454  (m)          444.40   (f) ADJ UNCH    2 0
 GZ2371
 GZ2371.Superseded values are not recommended for survey control.
 GZ2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2371.See file dsdata.txt to determine how the superseded data were derived.
 GZ2371
 GZ2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG114915(NAD 83)
 GZ2371_MARKER: DB = BENCH MARK DISK
 GZ2371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ2371_SP_SET: ABUTMENT
 GZ2371_STAMPING: M 59 1935
 GZ2371_MARK LOGO: CGS   
 GZ2371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ2371
 GZ2371  HISTORY     - Date     Condition        Report By
 GZ2371  HISTORY     - 1935     MONUMENTED       CGS
 GZ2371  HISTORY     - 1983     GOOD             KYDT
 GZ2371  HISTORY     - 1988     GOOD             USPSQD
 GZ2371  HISTORY     - 19910326 SEE DESCRIPTION  LOCENG
 GZ2371
 GZ2371                          STATION DESCRIPTION
 GZ2371
 GZ2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ2371'2.2 MI N FROM LEBANON JUNCTION.
 GZ2371'2.2 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ2371'FROM THE STATION AT LEBANON JUNCTION, BULLITT COUNTY, 3-1/2
 GZ2371'RAILS NORTH OF SIGNAL 271, AT BRIDGE 8, IN THE TOP OF THE
 GZ2371'EAST END OF THE NORTH CONCRETE ABUTMENT, 7.4 FEET EAST OF THE
 GZ2371'EAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 GZ2371'DISK, STAMPED M 59 1935.
 GZ2371
 GZ2371                          STATION RECOVERY (1983)
 GZ2371
 GZ2371'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ2371'RECOVERED IN GOOD CONDITION.
 GZ2371
 GZ2371                          STATION RECOVERY (1988)
 GZ2371
 GZ2371'RECOVERY NOTE BY US POWER SQUADRON 1988 (DNB)
 GZ2371'RECOVERED IN GOOD CONDITION.
 GZ2371
 GZ2371                          STATION RECOVERY (1991)
 GZ2371
 GZ2371'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 GZ2371'THE KENTUCKY DIVISION OF WATER REPORTED THAT THE DISK MAY HAVE BEEN
 GZ2371'RESET DURING THE 1970S WITHOUT BEING RESTAMPED.  THE BRIDGE HAS BEEN
 GZ2371'REBUILT AND THE MARK IS ABOUT 3 FT HIGHER THAN BEFORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0058 ***********************************************************************
 GB0058  DESIGNATION -  M 61
 GB0058  PID         -  GB0058
 GB0058  STATE/COUNTY-  KY/MCCREARY
 GB0058  USGS QUAD   -  HAIL (1982)
 GB0058
 GB0058                         *CURRENT SURVEY CONTROL
 GB0058  ___________________________________________________________________
 GB0058* NAD 83(1986)-  36 52 32.     (N)    084 29 48.     (W)     SCALED    
 GB0058* NAVD 88     -       371.083  (meters)    1217.46   (feet)  ADJUSTED  
 GB0058  ___________________________________________________________________
 GB0058  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GB0058  DYNAMIC HT  -         370.791 (meters)    1216.50  (feet)  COMP
 GB0058  MODELED GRAV-     979,833.7   (mgal)                       NAVD 88
 GB0058
 GB0058  VERT ORDER  -  FIRST     CLASS I
 GB0058
 GB0058.The horizontal coordinates were scaled from a topographic map and have
 GB0058.an estimated accuracy of +/- 6 seconds.
 GB0058
 GB0058.The orthometric height was determined by differential leveling
 GB0058.and adjusted by the National Geodetic Survey in June 1991..
 GB0058
 GB0058.The geoid height was determined by GEOID03.
 GB0058
 GB0058.The dynamic height is computed by dividing the NAVD 88
 GB0058.geopotential number by the normal gravity value computed on the
 GB0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0058.degrees latitude (g = 980.6199 gals.).
 GB0058
 GB0058.The modeled gravity was interpolated from observed gravity values.
 GB0058
 GB0058;                    North         East    Units  Estimated Accuracy
 GB0058;SPC KY1Z     - 1,060,930.    1,611,750.      MT  (+/- 180 meters Scaled)
 GB0058
 GB0058                          SUPERSEDED SURVEY CONTROL
 GB0058
 GB0058  NGVD 29 (??/??/92)  371.236  (m)         1217.96   (f) ADJ UNCH    1 1
 GB0058
 GB0058.Superseded values are not recommended for survey control.
 GB0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0058.See file dsdata.txt to determine how the superseded data were derived.
 GB0058
 GB0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF231839(NAD 83)
 GB0058_MARKER: DB = BENCH MARK DISK
 GB0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0058_STAMPING: M 61 1935 1217.963
 GB0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0058+STABILITY: SURFACE MOTION
 GB0058
 GB0058  HISTORY     - Date     Condition        Report By
 GB0058  HISTORY     - 1935     MONUMENTED       CGS
 GB0058  HISTORY     - 1968     GOOD             NGS
 GB0058
 GB0058                          STATION DESCRIPTION
 GB0058
 GB0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0058'2.8 MI N FROM PARKERS LAKE.
 GB0058'ABOUT 1.75 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0058'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, THENCE 1.0 MILE NORTH
 GB0058'ALONG THE SOUTHERN RAILWAY, 100 YARDS NORTHWEST OF THE CENTER
 GB0058'OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 162 FEET
 GB0058'NORTHWEST AND ACROSS A GRAVELED ROAD FROM MILEPOST 179, 117 FEET
 GB0058'SOUTHWEST AND ACROSS A GRAVELED ROAD FROM THE SOUTHWEST RAIL OF
 GB0058'THE SOUTHWEST TRACK, 44 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GB0058'GRAVELED ROAD WHICH PARALLELS THE TRACK, 250 FEET NORTHWEST AND
 GB0058'ACROSS THE GRAVELED ROAD FROM A SIGN WHICH READS GREENWOOD, 56
 GB0058'FEET NORTHEAST OF A 30-INCH PINE TREE, 1.1 FEET WEST OF A METAL
 GB0058'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF
 GB0058'A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0006 ***********************************************************************
 GC0006  DESIGNATION -  M 63
 GC0006  PID         -  GC0006
 GC0006  STATE/COUNTY-  KY/ALLEN
 GC0006  USGS QUAD   -  AUSTIN (1994)
 GC0006
 GC0006                         *CURRENT SURVEY CONTROL
 GC0006  ___________________________________________________________________
 GC0006* NAD 83(1986)-  36 49 43.     (N)    086 06 25.     (W)     SCALED    
 GC0006* NAVD 88     -       221.672  (meters)     727.27   (feet)  ADJUSTED  
 GC0006  ___________________________________________________________________
 GC0006  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GC0006  DYNAMIC HT  -         221.497 (meters)     726.69  (feet)  COMP
 GC0006  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 GC0006
 GC0006  VERT ORDER  -  SECOND    CLASS 0
 GC0006
 GC0006.The horizontal coordinates were scaled from a topographic map and have
 GC0006.an estimated accuracy of +/- 6 seconds.
 GC0006
 GC0006.The orthometric height was determined by differential leveling
 GC0006.and adjusted by the National Geodetic Survey in June 1991..
 GC0006
 GC0006.The geoid height was determined by GEOID03.
 GC0006
 GC0006.The dynamic height is computed by dividing the NAVD 88
 GC0006.geopotential number by the normal gravity value computed on the
 GC0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0006.degrees latitude (g = 980.6199 gals.).
 GC0006
 GC0006.The modeled gravity was interpolated from observed gravity values.
 GC0006
 GC0006;                    North         East    Units  Estimated Accuracy
 GC0006;SPC KY1Z     - 1,055,030.    1,468,150.      MT  (+/- 180 meters Scaled)
 GC0006
 GC0006                          SUPERSEDED SURVEY CONTROL
 GC0006
 GC0006  NGVD 29 (??/??/92)  221.797  (m)          727.68   (f) ADJ UNCH    2 0
 GC0006
 GC0006.Superseded values are not recommended for survey control.
 GC0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0006.See file dsdata.txt to determine how the superseded data were derived.
 GC0006
 GC0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF796762(NAD 83)
 GC0006_MARKER: DB = BENCH MARK DISK
 GC0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0006_STAMPING: M 63 1935
 GC0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0006+STABILITY: SURFACE MOTION
 GC0006
 GC0006  HISTORY     - Date     Condition        Report By
 GC0006  HISTORY     - 1935     MONUMENTED       CGS
 GC0006
 GC0006                          STATION DESCRIPTION
 GC0006
 GC0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0006'7.2 MI N FROM SCOTTSVILLE.
 GC0006'7.2 MILES NORTH ALONG U.S. HIGHWAY 31 E FROM THE LOUISVILLE AND
 GC0006'NASHVILLE RAILROAD STATION AT SCOTTSVILLE, ALLEN COUNTY, 340 YARDS
 GC0006'SOUTH OF THE CLAYPOOL AND HURT GENERAL STORE AND SERVICE STATION,
 GC0006'365 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE HEADWALL
 GC0006'OF A CAST-IRON PIPE CULVERT, 31 FEET WEST OF THE CENTERLINE OF THE
 GC0006'HIGHWAY, 2 FEET EAST OF A FENCE, AND ABOUT 1 FOOT LOWER THAN THE
 GC0006'HIGHWAY.  A STANDARD DISK, STAMPED M 63 1935 AND SET IN THE TOP
 GC0006'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2138 ***********************************************************************
 HY2138  DESIGNATION -  M 64 RESET 1979
 HY2138  PID         -  HY2138
 HY2138  STATE/COUNTY-  KY/LAWRENCE
 HY2138  USGS QUAD   -  LOUISA (1993)
 HY2138
 HY2138                         *CURRENT SURVEY CONTROL
 HY2138  ___________________________________________________________________
 HY2138* NAD 83(1986)-  38 06 55.     (N)    082 36 06.     (W)     SCALED    
 HY2138* NAVD 88     -       177.60   (meters)     582.7    (feet)  RESET     
 HY2138  ___________________________________________________________________
 HY2138  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY2138
 HY2138  VERT ORDER  -  THIRD
 HY2138
 HY2138.The horizontal coordinates were scaled from a topographic map and have
 HY2138.an estimated accuracy of +/- 6 seconds.
 HY2138
 HY2138.The orthometric height was computed from unverified reset data.
 HY2138.No vertical observational check was made to the station.
 HY2138
 HY2138.The geoid height was determined by GEOID03.
 HY2138
 HY2138;                    North         East    Units  Estimated Accuracy
 HY2138;SPC KY1Z     - 1,202,420.    1,776,020.      MT  (+/- 180 meters Scaled)
 HY2138
 HY2138                          SUPERSEDED SURVEY CONTROL
 HY2138
 HY2138  NGVD 29 (10/08/05)  177.81   (m)          583.4    (f) RESET       3  
 HY2138
 HY2138.Superseded values are not recommended for survey control.
 HY2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2138.See file dsdata.txt to determine how the superseded data were derived.
 HY2138
 HY2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC595198(NAD 83)
 HY2138_MARKER: DB = BENCH MARK DISK
 HY2138_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HY2138_SP_SET: BRIDGE ABUTMENT
 HY2138_STAMPING: M 64 RESET 1979
 HY2138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2138
 HY2138  HISTORY     - Date     Condition        Report By
 HY2138  HISTORY     - 1979     MONUMENTED       NGS
 HY2138
 HY2138                          STATION DESCRIPTION
 HY2138
 HY2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HY2138'IN LOUISA.
 HY2138'IN LOUISA, IN THE TOP OF THE CONCRETE RAIL, BETWEEN PEDESTRIAN
 HY2138'WALK AND BRIDGE, SET IN FIRST ABUTMENT ON WEST SIDE OF BRIDGE
 HY2138'COMING FROM THE EAST, 3 FEET ABOVE BRIDGE DECK OVER BIG SANDY
 HY2138'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2045 ***********************************************************************
 GY2045  DESIGNATION -  M 65
 GY2045  PID         -  GY2045
 GY2045  STATE/COUNTY-  KY/PERRY
 GY2045  USGS QUAD   -  HYDEN EAST (1980)
 GY2045
 GY2045                         *CURRENT SURVEY CONTROL
 GY2045  ___________________________________________________________________
 GY2045* NAD 83(1986)-  37 13 47.     (N)    083 16 19.     (W)     SCALED    
 GY2045* NAVD 88     -       286.053  (meters)     938.49   (feet)  ADJUSTED  
 GY2045  ___________________________________________________________________
 GY2045  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GY2045  DYNAMIC HT  -         285.828 (meters)     937.75  (feet)  COMP
 GY2045  MODELED GRAV-     979,836.5   (mgal)                       NAVD 88
 GY2045
 GY2045  VERT ORDER  -  SECOND    CLASS 0
 GY2045
 GY2045.The horizontal coordinates were scaled from a topographic map and have
 GY2045.an estimated accuracy of +/- 6 seconds.
 GY2045
 GY2045.The orthometric height was determined by differential leveling
 GY2045.and adjusted by the National Geodetic Survey in June 1991..
 GY2045
 GY2045.The geoid height was determined by GEOID03.
 GY2045
 GY2045.The dynamic height is computed by dividing the NAVD 88
 GY2045.geopotential number by the normal gravity value computed on the
 GY2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2045.degrees latitude (g = 980.6199 gals.).
 GY2045
 GY2045.The modeled gravity was interpolated from observed gravity values.
 GY2045
 GY2045;                    North         East    Units  Estimated Accuracy
 GY2045;SPC KY1Z     - 1,102,400.    1,719,880.      MT  (+/- 180 meters Scaled)
 GY2045
 GY2045                          SUPERSEDED SURVEY CONTROL
 GY2045
 GY2045  NGVD 29 (??/??/92)  286.219  (m)          939.04   (f) ADJ UNCH    2 0
 GY2045
 GY2045.Superseded values are not recommended for survey control.
 GY2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2045.See file dsdata.txt to determine how the superseded data were derived.
 GY2045
 GY2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB984227(NAD 83)
 GY2045_MARKER: DB = BENCH MARK DISK
 GY2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2045_STAMPING: M 65 1935 939.037
 GY2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2045+STABILITY: SURFACE MOTION
 GY2045
 GY2045  HISTORY     - Date     Condition        Report By
 GY2045  HISTORY     - 1935     MONUMENTED       CGS
 GY2045  HISTORY     - 1957     GOOD             NGS
 GY2045  HISTORY     - 1961     MARK NOT FOUND   USGS
 GY2045  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2045  HISTORY     - 20020328 MARK NOT FOUND   KYDT
 GY2045
 GY2045                          STATION DESCRIPTION
 GY2045
 GY2045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2045'5 MI NE FROM WOOTON.
 GY2045'5.0 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GY2045'AT WOOTON, 0.55 MILE NORTHEAST OF CONCRETE BLOCK CHURCH OF GOD
 GY2045'AT AVAWAM, 132.5 FEET SOUTHWEST OF SOUTHWEST SIDE OF BARN, 129.5
 GY2045'FEET SOUTHWEST OF CENTER OF 17-INCH CONCRETE PIPE CULVERT, 31.3
 GY2045'FEET SOUTHWEST OF CONCREETE RIGHT-OF-WAY MARKED POST 10 INCHES
 GY2045'HIGH, 27.6 NORTHWEST OF THE CENTER LINE OF HIGHWAY, 15.6 FEET
 GY2045'NORTHEAST OF TELEPHONE POLE, 2.0 FEET SOUTHEAST OF A FENCE LINE,
 GY2045'ABOUT 2.5 FEET BELOW THE LEVEL OF HIGHWAY, AND FLUSH WITH GROUND.
 GY2045
 GY2045                          STATION RECOVERY (1961)
 GY2045
 GY2045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GY2045'MARK NOT FOUND.
 GY2045
 GY2045                          STATION RECOVERY (1977)
 GY2045
 GY2045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2045'MARK NOT FOUND.
 GY2045
 GY2045                          STATION RECOVERY (2002)
 GY2045
 GY2045'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2045'MARK, IF HERE, WOULD BE BURIED 2-3 FEET AS GROUND AT LOCATION NOW
 GY2045'LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0048 ***********************************************************************
 GC0048  DESIGNATION -  M 66
 GC0048  PID         -  GC0048
 GC0048  STATE/COUNTY-  KY/WARREN
 GC0048  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0048
 GC0048                         *CURRENT SURVEY CONTROL
 GC0048  ___________________________________________________________________
 GC0048* NAD 83(1986)-  36 55 17.     (N)    086 29 47.     (W)     SCALED    
 GC0048* NAVD 88     -       175.861  (meters)     576.97   (feet)  ADJUSTED  
 GC0048  ___________________________________________________________________
 GC0048  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GC0048  DYNAMIC HT  -         175.723 (meters)     576.52  (feet)  COMP
 GC0048  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 GC0048
 GC0048  VERT ORDER  -  FIRST     CLASS II
 GC0048
 GC0048.The horizontal coordinates were scaled from a topographic map and have
 GC0048.an estimated accuracy of +/- 6 seconds.
 GC0048
 GC0048.The orthometric height was determined by differential leveling
 GC0048.and adjusted by the National Geodetic Survey in June 1991..
 GC0048
 GC0048.The geoid height was determined by GEOID03.
 GC0048
 GC0048.The dynamic height is computed by dividing the NAVD 88
 GC0048.geopotential number by the normal gravity value computed on the
 GC0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0048.degrees latitude (g = 980.6199 gals.).
 GC0048
 GC0048.The modeled gravity was interpolated from observed gravity values.
 GC0048
 GC0048;                    North         East    Units  Estimated Accuracy
 GC0048;SPC KY1Z     - 1,065,530.    1,433,490.      MT  (+/- 180 meters Scaled)
 GC0048
 GC0048                          SUPERSEDED SURVEY CONTROL
 GC0048
 GC0048  NGVD 29 (??/??/92)  175.994  (m)          577.41   (f) ADJ UNCH    1 2
 GC0048
 GC0048.Superseded values are not recommended for survey control.
 GC0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0048.See file dsdata.txt to determine how the superseded data were derived.
 GC0048
 GC0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF448862(NAD 83)
 GC0048_MARKER: DB = BENCH MARK DISK
 GC0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0048_STAMPING: M 66 1935
 GC0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0048+STABILITY: SURFACE MOTION
 GC0048
 GC0048  HISTORY     - Date     Condition        Report By
 GC0048  HISTORY     - 1935     MONUMENTED       CGS
 GC0048  HISTORY     - 1968     GOOD             NGS
 GC0048
 GC0048                          STATION DESCRIPTION
 GC0048
 GC0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0048'6.7 MI SW FROM BOWLING GREEN.
 GC0048'ABOUT 6.7 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0048'RAILROAD FROM THE STATION AT BOWLING GREEN, ABOUT 1.7 MILES SOUTH
 GC0048'ALONG THE MAIN LINE FROM THE JUNCTION OF THE MAIN LINE AND THE
 GC0048'MEMPHIS BRANCH OF THE RAILROAD AT MEMPHIS JUNCTION, 0.4 MILE
 GC0048'SOUTH OF THE RAILROAD OVERPASS FOR OLD U.S. HIGHWAY 31W, 0.7 MILE
 GC0048'SOUTH OF U.S. HIGHWAY 31W OVERPASS, 26 FEET WEST OF THE WEST RAIL,
 GC0048'29 FEET WEST OF THE CENTER OF A ROAD CROSSING, 11 1/2 FEET SOUTH
 GC0048'OF THE CENTERLINE OF THE ROAD, 5 FEET EAST OF A FENCE, 5 FEET
 GC0048'NORTHWEST OF A RAILROAD CROSSING SIGN POST, 72 1/2 FEET NORTH OF A
 GC0048'TELEPHONE POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND
 GC0048'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 GC0048'SURFACE OF THE GROUND.  NOTE-- THIS MARK WAS NOT LEVELED TO BY
 GC0048'THIS PARTY IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1178 ***********************************************************************
 GZ1178  DESIGNATION -  M 67
 GZ1178  PID         -  GZ1178
 GZ1178  STATE/COUNTY-  KY/BOYLE
 GZ1178  USGS QUAD   -  PARKSVILLE (1952)
 GZ1178
 GZ1178                         *CURRENT SURVEY CONTROL
 GZ1178  ___________________________________________________________________
 GZ1178* NAD 83(1986)-  37 36 04.     (N)    084 57 02.     (W)     SCALED    
 GZ1178* NAVD 88     -       301.753  (meters)     990.00   (feet)  ADJUSTED  
 GZ1178  ___________________________________________________________________
 GZ1178  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 GZ1178  DYNAMIC HT  -         301.515 (meters)     989.22  (feet)  COMP
 GZ1178  MODELED GRAV-     979,836.0   (mgal)                       NAVD 88
 GZ1178
 GZ1178  VERT ORDER  -  SECOND    CLASS 0
 GZ1178
 GZ1178.The horizontal coordinates were scaled from a topographic map and have
 GZ1178.an estimated accuracy of +/- 6 seconds.
 GZ1178
 GZ1178.The orthometric height was determined by differential leveling
 GZ1178.and adjusted by the National Geodetic Survey in June 1991..
 GZ1178
 GZ1178.The geoid height was determined by GEOID03.
 GZ1178
 GZ1178.The dynamic height is computed by dividing the NAVD 88
 GZ1178.geopotential number by the normal gravity value computed on the
 GZ1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1178.degrees latitude (g = 980.6199 gals.).
 GZ1178
 GZ1178.The modeled gravity was interpolated from observed gravity values.
 GZ1178
 GZ1178;                    North         East    Units  Estimated Accuracy
 GZ1178;SPC KY1Z     - 1,141,000.    1,570,590.      MT  (+/- 180 meters Scaled)
 GZ1178
 GZ1178                          SUPERSEDED SURVEY CONTROL
 GZ1178
 GZ1178  NGVD 29 (??/??/92)  301.889  (m)          990.45   (f) ADJ UNCH    2 0
 GZ1178
 GZ1178.Superseded values are not recommended for survey control.
 GZ1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1178.See file dsdata.txt to determine how the superseded data were derived.
 GZ1178
 GZ1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG809635(NAD 83)
 GZ1178_MARKER: DB = BENCH MARK DISK
 GZ1178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1178_SP_SET: CULVERT
 GZ1178_STAMPING: M 67 1935
 GZ1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1178
 GZ1178  HISTORY     - Date     Condition        Report By
 GZ1178  HISTORY     - 1935     MONUMENTED       CGS
 GZ1178  HISTORY     - 1981     GOOD             KYDT
 GZ1178
 GZ1178                          STATION DESCRIPTION
 GZ1178
 GZ1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ1178'AT MITCHELLSBURG.
 GZ1178'AT MITCHELLSBURG, BOYLE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GZ1178'RAILROAD, 8 RAILS EAST OF THE EAST FACE OF THE STATION, 5 YARDS
 GZ1178'SOUTH OF THE TRACK, IN THE TOP OF THE SOUTHWEST CORNER OF A
 GZ1178'CULVERT, 10.3 FEET NORTH OF A FENCE LINE, AND ABOUT 10 FEET LOWER
 GZ1178'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED M 67 1935.
 GZ1178
 GZ1178                          STATION RECOVERY (1981)
 GZ1178
 GZ1178'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1166 ***********************************************************************
 GZ1166  DESIGNATION -  M 68
 GZ1166  PID         -  GZ1166
 GZ1166  STATE/COUNTY-  KY/MERCER
 GZ1166  USGS QUAD   -  HARRODSBURG (1987)
 GZ1166
 GZ1166                         *CURRENT SURVEY CONTROL
 GZ1166  ___________________________________________________________________
 GZ1166* NAD 83(1986)-  37 51 12.     (N)    084 52 14.     (W)     SCALED    
 GZ1166* NAVD 88     -       246.337  (meters)     808.19   (feet)  ADJUSTED  
 GZ1166  ___________________________________________________________________
 GZ1166  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 GZ1166  DYNAMIC HT  -         246.151 (meters)     807.58  (feet)  COMP
 GZ1166  MODELED GRAV-     979,868.9   (mgal)                       NAVD 88
 GZ1166
 GZ1166  VERT ORDER  -  SECOND    CLASS 0
 GZ1166
 GZ1166.The horizontal coordinates were scaled from a topographic map and have
 GZ1166.an estimated accuracy of +/- 6 seconds.
 GZ1166
 GZ1166.The orthometric height was determined by differential leveling
 GZ1166.and adjusted by the National Geodetic Survey in June 1991..
 GZ1166
 GZ1166.The geoid height was determined by GEOID03.
 GZ1166
 GZ1166.The dynamic height is computed by dividing the NAVD 88
 GZ1166.geopotential number by the normal gravity value computed on the
 GZ1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1166.degrees latitude (g = 980.6199 gals.).
 GZ1166
 GZ1166.The modeled gravity was interpolated from observed gravity values.
 GZ1166
 GZ1166;                    North         East    Units  Estimated Accuracy
 GZ1166;SPC KY1Z     - 1,169,060.    1,577,390.      MT  (+/- 180 meters Scaled)
 GZ1166
 GZ1166                          SUPERSEDED SURVEY CONTROL
 GZ1166
 GZ1166  NGVD 29 (??/??/92)  246.488  (m)          808.69   (f) ADJ UNCH    2 0
 GZ1166
 GZ1166.Superseded values are not recommended for survey control.
 GZ1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1166.See file dsdata.txt to determine how the superseded data were derived.
 GZ1166
 GZ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG873916(NAD 83)
 GZ1166_MARKER: DB = BENCH MARK DISK
 GZ1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1166_STAMPING: M 68 1935
 GZ1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1166+STABILITY: SURFACE MOTION
 GZ1166
 GZ1166  HISTORY     - Date     Condition        Report By
 GZ1166  HISTORY     - 1935     MONUMENTED       CGS
 GZ1166
 GZ1166                          STATION DESCRIPTION
 GZ1166
 GZ1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GZ1166'AT TALMAGE.
 GZ1166'AT TALMAGE, MERCER COUNTY, ON THE SOUTHERN RAILWAY, 0.1 MILE
 GZ1166'NORTHWEST OF THE STATION, 9 FEET EAST OF THE EAST RAIL, 1 FOOT
 GZ1166'WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1/2 FOOT LOWER THAN THE
 GZ1166'TRACK.  A STANDARD DISK, STAMPED M 68 1935 AND SET IN THE TOP OF
 GZ1166'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0826 ***********************************************************************
 HA0826  DESIGNATION -  M 69
 HA0826  PID         -  HA0826
 HA0826  STATE/COUNTY-  KY/CHRISTIAN
 HA0826  USGS QUAD   -  CROFTON (1969)
 HA0826
 HA0826                         *CURRENT SURVEY CONTROL
 HA0826  ___________________________________________________________________
 HA0826* NAD 83(1986)-  37 00 01.     (N)    087 28 08.     (W)     SCALED    
 HA0826* NAVD 88     -       202.904  (meters)     665.69   (feet)  ADJUSTED  
 HA0826  ___________________________________________________________________
 HA0826  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 HA0826  DYNAMIC HT  -         202.746 (meters)     665.18  (feet)  COMP
 HA0826  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 HA0826
 HA0826  VERT ORDER  -  SECOND    CLASS 0
 HA0826
 HA0826.The horizontal coordinates were scaled from a topographic map and have
 HA0826.an estimated accuracy of +/- 6 seconds.
 HA0826
 HA0826.The orthometric height was determined by differential leveling
 HA0826.and adjusted by the National Geodetic Survey in June 1991..
 HA0826
 HA0826.The geoid height was determined by GEOID03.
 HA0826
 HA0826.The dynamic height is computed by dividing the NAVD 88
 HA0826.geopotential number by the normal gravity value computed on the
 HA0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0826.degrees latitude (g = 980.6199 gals.).
 HA0826
 HA0826.The modeled gravity was interpolated from observed gravity values.
 HA0826
 HA0826;                    North         East    Units  Estimated Accuracy
 HA0826;SPC KY1Z     - 1,075,430.    1,347,010.      MT  (+/- 180 meters Scaled)
 HA0826
 HA0826                          SUPERSEDED SURVEY CONTROL
 HA0826
 HA0826  NGVD 29 (??/??/92)  202.963  (m)          665.89   (f) ADJ UNCH    2 0
 HA0826
 HA0826.Superseded values are not recommended for survey control.
 HA0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0826.See file dsdata.txt to determine how the superseded data were derived.
 HA0826
 HA0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF582950(NAD 83)
 HA0826_MARKER: DB = BENCH MARK DISK
 HA0826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0826_SP_SET: BRIDGE
 HA0826_STAMPING: M 69 1935
 HA0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0826
 HA0826  HISTORY     - Date     Condition        Report By
 HA0826  HISTORY     - 1935     MONUMENTED       CGS
 HA0826
 HA0826                          STATION DESCRIPTION
 HA0826
 HA0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0826'3.5 MI S FROM CROFTON.
 HA0826'3.5 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HA0826'THE STATION AT CROFTON, CHRISTIAN COUNTY, 0.2 MILE SOUTH OF
 HA0826'MILEPOST 250, 110 YARDS SOUTH OF SIGNAL TOWER 2491, 26 YARDS
 HA0826'NORTHEAST OF A POLE, AT BRIDGE 272, IN THE CENTER OF THE TOP OF THE
 HA0826'WEST END OF THE BRIDGE SEAT, 5.3 FEET WEST OF THE WEST RAIL, AND
 HA0826'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HA0826'M 69 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0997 ***********************************************************************
 GC0997  DESIGNATION -  M 70
 GC0997  PID         -  GC0997
 GC0997  STATE/COUNTY-  KY/LOGAN
 GC0997  USGS QUAD   -  RUSSELLVILLE (1983)
 GC0997
 GC0997                         *CURRENT SURVEY CONTROL
 GC0997  ___________________________________________________________________
 GC0997* NAD 83(1993)-  36 50 08.14081(N)    086 58 09.41940(W)     ADJUSTED  
 GC0997* NAVD 88     -       187.816  (meters)     616.19   (feet)  ADJUSTED  
 GC0997  ___________________________________________________________________
 GC0997  X           -     270,229.508 (meters)                     COMP
 GC0997  Y           -  -5,103,930.216 (meters)                     COMP
 GC0997  Z           -   3,802,901.074 (meters)                     COMP
 GC0997  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GC0997  ELLIP HEIGHT-         158.13  (meters)          (12/20/95) GPS OBS
 GC0997  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GC0997  DYNAMIC HT  -         187.668 (meters)     615.71  (feet)  COMP
 GC0997  MODELED GRAV-     979,841.4   (mgal)                       NAVD 88
 GC0997
 GC0997  HORZ ORDER  -  THIRD
 GC0997  VERT ORDER  -  FIRST     CLASS I
 GC0997  ELLP ORDER  -  FOURTH    CLASS I
 GC0997
 GC0997.The horizontal coordinates were established by GPS observations
 GC0997.and adjusted by the National Geodetic Survey in December 1995..
 GC0997
 GC0997.The orthometric height was determined by differential leveling
 GC0997.and adjusted by the National Geodetic Survey in June 1991..
 GC0997
 GC0997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC0997
 GC0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0997
 GC0997.The ellipsoidal height was determined by GPS observations
 GC0997.and is referenced to NAD 83.
 GC0997
 GC0997.The geoid height was determined by GEOID03.
 GC0997
 GC0997.The dynamic height is computed by dividing the NAVD 88
 GC0997.geopotential number by the normal gravity value computed on the
 GC0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0997.degrees latitude (g = 980.6199 gals.).
 GC0997
 GC0997.The modeled gravity was interpolated from observed gravity values.
 GC0997
 GC0997;                    North         East     Units Scale Factor Converg.
 GC0997;SPC KY1Z     - 1,056,455.342 1,391,231.995   MT  1.00006849   -0 44 54.9
 GC0997;SPC KY1Z     - 3,466,053.90  4,564,400.30   sFT  1.00006849   -0 44 54.9
 GC0997;SPC KY S     -   556,439.565   391,241.216   MT  0.99998301   -0 44 22.0
 GC0997;SPC KY S     - 1,825,585.47  1,283,597.22   sFT  0.99998301   -0 44 22.0
 GC0997;UTM  16      - 4,076,635.046   502,738.936   MT  0.99960009   +0 01 06.3
 GC0997
 GC0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0997!SPC KY1Z     -   0.99997518  x   1.00006849  =   1.00004367
 GC0997!SPC KY S     -   0.99997518  x   0.99998301  =   0.99995819
 GC0997!UTM  16      -   0.99997518  x   0.99960009  =   0.99957528
 GC0997
 GC0997                          SUPERSEDED SURVEY CONTROL
 GC0997
 GC0997  NAD 83(1986)-  36 50 08.15199(N)    086 58 09.42440(W) AD(       ) 3
 GC0997  NGVD 29 (??/??/92)  187.911  (m)          616.50   (f) ADJ UNCH    1 1
 GC0997
 GC0997.Superseded values are not recommended for survey control.
 GC0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0997.See file dsdata.txt to determine how the superseded data were derived.
 GC0997
 GC0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0273976635(NAD 83)
 GC0997_MARKER: DB = BENCH MARK DISK
 GC0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0997_SP_SET: CONCRETE POST
 GC0997_STAMPING: M 70 1935
 GC0997_MARK LOGO: CGS   
 GC0997_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0997+STABILITY: SURFACE MOTION
 GC0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0997+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1989
 GC0997
 GC0997  HISTORY     - Date     Condition        Report By
 GC0997  HISTORY     - 1935     MONUMENTED       CGS
 GC0997  HISTORY     - 1968     GOOD             NGS
 GC0997  HISTORY     - 19890114 GOOD             NGS
 GC0997
 GC0997                          STATION DESCRIPTION
 GC0997
 GC0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0997'4.2 MI W FROM RUSSELLVILLE.
 GC0997'ABOUT 4.25 MILES WEST ALONG U.S. HIGHWAY 68 AND STATE HIGHWAY
 GC0997'80 FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT
 GC0997'RUSSELLVILLE, 115 YARDS WEST OF THE CENTERLINE OF A PRIVATE
 GC0997'DRIVEWAY, 37 1/2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 63
 GC0997'FEET EAST OF TELEPHONE POLE NUMBER 81, 1 FOOT NORTH OF A FENCE,
 GC0997'1.1 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE
 GC0997'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GC0997'WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 GC0997
 GC0997                          STATION RECOVERY (1989)
 GC0997
 GC0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GC0997'THE STATION IS ABOUT 6.4 KM (4.00 MI) WEST OF RUSSELLVILLE, ON US
 GC0997'HIGHWAY 68, JEFFERSON DAVIS HIGHWAY, ON THE NORTHERN RIGHT-OF-WAY
 GC0997'ADJACENT TO THE PROPERTY OF W.D. LASTER, 4350 JEFFERSON DAVIS HIGHWAY.
 GC0997'OWNERSHIP--KENTUCKY DEPARTMENT OF TRANSPORTATION, STATE OFFICE
 GC0997'BUILDING, FRANKFORT, KY 40601, PHONE 502-564-4890.
 GC0997'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 178 AND US
 GC0997'HIGHWAY 68 IN RUSSELLVILLE, DRIVE WEST FOR 5.65 KM (3.50 MI) ON US
 GC0997'HIGHWAY 68 TO THE J AND W GUNSHOP AND A PAVED DRIVE AND THE STATION
 GC0997'RIGHT IMMEDIATELY WEST OF A BLACK ASPHALT DRIVEWAY TO RESIDENCE OF MR.
 GC0997'LASTER.
 GC0997'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---M 70 1935---,
 GC0997'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 GC0997'THE GROUND.  LOCATED 11.4 M (37.4 FT) NORTH OF THE CENTERLINE OF US
 GC0997'HIGHWAY 68, 4.3 M (14.1 FT) WEST OF THE WEST EDGE OF THE BLACK ASPHALT
 GC0997'DRIVEWAY AND 0.7 M (2.3 FT) WEST OF A FIBERGLASS WITNESS POST.
 GC0997'DESCRIBED BY M.J. WELLSLAGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0582 ***********************************************************************
 HA0582  DESIGNATION -  M 72
 HA0582  PID         -  HA0582
 HA0582  STATE/COUNTY-  KY/DAVIESS
 HA0582  USGS QUAD   -  SUTHERLAND (1983)
 HA0582
 HA0582                         *CURRENT SURVEY CONTROL
 HA0582  ___________________________________________________________________
 HA0582* NAD 83(1986)-  37 40 11.     (N)    087 07 16.     (W)     SCALED    
 HA0582* NAVD 88     -       121.813  (meters)     399.65   (feet)  ADJUSTED  
 HA0582  ___________________________________________________________________
 HA0582  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HA0582  DYNAMIC HT  -         121.728 (meters)     399.37  (feet)  COMP
 HA0582  MODELED GRAV-     979,930.8   (mgal)                       NAVD 88
 HA0582
 HA0582  VERT ORDER  -  SECOND    CLASS 0
 HA0582
 HA0582.The horizontal coordinates were scaled from a topographic map and have
 HA0582.an estimated accuracy of +/- 6 seconds.
 HA0582
 HA0582.The orthometric height was determined by differential leveling
 HA0582.and adjusted by the National Geodetic Survey in June 1991..
 HA0582
 HA0582.The geoid height was determined by GEOID03.
 HA0582
 HA0582.The dynamic height is computed by dividing the NAVD 88
 HA0582.geopotential number by the normal gravity value computed on the
 HA0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0582.degrees latitude (g = 980.6199 gals.).
 HA0582
 HA0582.The modeled gravity was interpolated from observed gravity values.
 HA0582
 HA0582;                    North         East    Units  Estimated Accuracy
 HA0582;SPC KY1Z     - 1,149,200.    1,379,050.      MT  (+/- 180 meters Scaled)
 HA0582
 HA0582                          SUPERSEDED SURVEY CONTROL
 HA0582
 HA0582  NGVD 29 (??/??/92)  121.920  (m)          400.00   (f) ADJ UNCH    2 0
 HA0582
 HA0582.Superseded values are not recommended for survey control.
 HA0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0582.See file dsdata.txt to determine how the superseded data were derived.
 HA0582
 HA0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG893691(NAD 83)
 HA0582_MARKER: DB = BENCH MARK DISK
 HA0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0582_STAMPING: M 72 1935
 HA0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0582+STABILITY: SURFACE MOTION
 HA0582
 HA0582  HISTORY     - Date     Condition        Report By
 HA0582  HISTORY     - 1935     MONUMENTED       CGS
 HA0582  HISTORY     - 20000828 MARK NOT FOUND   LOCSUR
 HA0582
 HA0582                          STATION DESCRIPTION
 HA0582
 HA0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0582'AT SUTHERLAND.
 HA0582'AT SUTHERLAND, DAVIESS COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0582'RAILROAD, 15 RAILS SOUTH OF MILEPOST 208, AT A ROAD CROSSING, 26
 HA0582'FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 25.2 FEET EAST
 HA0582'OF THE EAST RAIL, 5.3 FEET SOUTHWEST OF A 20-INCH MAPLE TREE, 1.5
 HA0582'FEET WEST OF THE FENCE, AND ABOUT ONE FOOT HIGHER THAN THE TRACK.
 HA0582'A STANDARD DISK, STAMPED W 72 1935 AND SET IN THE TOP OF  A CONCRETE
 HA0582'POST.
 HA0582
 HA0582                          STATION RECOVERY (2000)
 HA0582
 HA0582'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JS)
 HA0582'MARK NOT FOUND BY PHOTO SCIENCE, INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0319 ***********************************************************************
 HA0319  DESIGNATION -  M 73
 HA0319  PID         -  HA0319
 HA0319  STATE/COUNTY-  KY/BUTLER
 HA0319  USGS QUAD   -  MORGANTOWN (1973)
 HA0319
 HA0319                         *CURRENT SURVEY CONTROL
 HA0319  ___________________________________________________________________
 HA0319* NAD 83(1986)-  37 13 37.     (N)    086 41 02.     (W)     SCALED    
 HA0319* NAVD 88     -       168.987  (meters)     554.42   (feet)  ADJUSTED  
 HA0319  ___________________________________________________________________
 HA0319  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HA0319  DYNAMIC HT  -         168.857 (meters)     553.99  (feet)  COMP
 HA0319  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 HA0319
 HA0319  VERT ORDER  -  SECOND    CLASS 0
 HA0319
 HA0319.The horizontal coordinates were scaled from a topographic map and have
 HA0319.an estimated accuracy of +/- 6 seconds.
 HA0319
 HA0319.The orthometric height was determined by differential leveling
 HA0319.and adjusted by the National Geodetic Survey in June 1991..
 HA0319.WARNING-Repeat measurements at this control monument indicate possible
 HA0319.vertical movement.
 HA0319
 HA0319.The geoid height was determined by GEOID03.
 HA0319
 HA0319.The dynamic height is computed by dividing the NAVD 88
 HA0319.geopotential number by the normal gravity value computed on the
 HA0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0319.degrees latitude (g = 980.6199 gals.).
 HA0319
 HA0319.The modeled gravity was interpolated from observed gravity values.
 HA0319
 HA0319;                    North         East    Units  Estimated Accuracy
 HA0319;SPC KY1Z     - 1,099,590.    1,417,130.      MT  (+/- 180 meters Scaled)
 HA0319
 HA0319                          SUPERSEDED SURVEY CONTROL
 HA0319
 HA0319  NGVD 29 (??/??/92)  169.102  (m)          554.80   (f) ADJ UNCH    2 0
 HA0319
 HA0319.Superseded values are not recommended for survey control.
 HA0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0319.See file dsdata.txt to determine how the superseded data were derived.
 HA0319
 HA0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG280200(NAD 83)
 HA0319_MARKER: DB = BENCH MARK DISK
 HA0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0319_SP_SET: WATER TABLE
 HA0319_STAMPING: M 73 1935
 HA0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0319
 HA0319  HISTORY     - Date     Condition        Report By
 HA0319  HISTORY     - 1935     MONUMENTED       CGS
 HA0319  HISTORY     - 1940     GOOD             NGS
 HA0319
 HA0319                          STATION DESCRIPTION
 HA0319
 HA0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HA0319'AT MORGANTOWN.
 HA0319'AT MORGANTOWN, BUTLER COUNTY, TWO BLOCKS NORTHWEST OF THE COUNTY
 HA0319'COURTHOUSE, AT THE HIGH SCHOOL, 15.7 FEET SOUTH OF THE EAST
 HA0319'ENTRANCE, IN THE EAST FACE OF THE SOUTH WING, IN THE CONCRETE WATER
 HA0319'TABLE, 0.8 FOOT SOUTHWEST OF THE NORTHWEST CORNER OF THE SOUTH WING,
 HA0319'32.9 FEET WEST OF THE FLAGPOLE, 62.5 FEET NORTHWEST OF THE CENTERLINE
 HA0319'OF SCHOOL STREET, AND 3.7 FEET ABOVE THE GROUND.  A STANDARD DISK,
 HA0319'STAMPED M 73 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0061 ***********************************************************************
 GC0061  DESIGNATION -  M 74
 GC0061  PID         -  GC0061
 GC0061  STATE/COUNTY-  KY/WARREN
 GC0061  USGS QUAD   -  ALLEN SPRINGS (1979)
 GC0061
 GC0061                         *CURRENT SURVEY CONTROL
 GC0061  ___________________________________________________________________
 GC0061* NAD 83(1986)-  36 51 01.     (N)    086 19 54.     (W)     SCALED    
 GC0061* NAVD 88     -       210.841  (meters)     691.73   (feet)  ADJUSTED  
 GC0061  ___________________________________________________________________
 GC0061  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GC0061  DYNAMIC HT  -         210.675 (meters)     691.19  (feet)  COMP
 GC0061  MODELED GRAV-     979,840.5   (mgal)                       NAVD 88
 GC0061
 GC0061  VERT ORDER  -  SECOND    CLASS 0
 GC0061
 GC0061.The horizontal coordinates were scaled from a topographic map and have
 GC0061.an estimated accuracy of +/- 6 seconds.
 GC0061
 GC0061.The orthometric height was determined by differential leveling
 GC0061.and adjusted by the National Geodetic Survey in June 1991..
 GC0061
 GC0061.The geoid height was determined by GEOID03.
 GC0061
 GC0061.The dynamic height is computed by dividing the NAVD 88
 GC0061.geopotential number by the normal gravity value computed on the
 GC0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0061.degrees latitude (g = 980.6199 gals.).
 GC0061
 GC0061.The modeled gravity was interpolated from observed gravity values.
 GC0061
 GC0061;                    North         East    Units  Estimated Accuracy
 GC0061;SPC KY1Z     - 1,057,540.    1,448,120.      MT  (+/- 180 meters Scaled)
 GC0061
 GC0061                          SUPERSEDED SURVEY CONTROL
 GC0061
 GC0061  NGVD 29 (??/??/92)  210.967  (m)          692.15   (f) ADJ UNCH    2 0
 GC0061
 GC0061.Superseded values are not recommended for survey control.
 GC0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0061.See file dsdata.txt to determine how the superseded data were derived.
 GC0061
 GC0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF595784(NAD 83)
 GC0061_MARKER: DB = BENCH MARK DISK
 GC0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0061_STAMPING: M 74 1935
 GC0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0061+STABILITY: SURFACE MOTION
 GC0061
 GC0061  HISTORY     - Date     Condition        Report By
 GC0061  HISTORY     - 1935     MONUMENTED       CGS
 GC0061  HISTORY     - 20020911 MARK NOT FOUND   KYDT
 GC0061
 GC0061                          STATION DESCRIPTION
 GC0061
 GC0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0061'2.3 MI SE FROM ALVATON.
 GC0061'2.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 231 FROM THE POST OFFICE
 GC0061'AT ALVATON, WARREN COUNTY, 80 FEET WEST OF THE NORTHWEST CORNER
 GC0061'OF THE FAIRVIEW METHODIST CHURCH, 45 FEET SOUTH OF THE CENTERLINE
 GC0061'OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A
 GC0061'STANDARD DISK, STAMPED M 74 1935 AND SET IN THE TOP OF A CONCRETE
 GC0061'POST.
 GC0061
 GC0061                          STATION RECOVERY (2002)
 GC0061
 GC0061'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GC0061'THERE IS A HOUSE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0207 ***********************************************************************
 HA0207  DESIGNATION -  M 75
 HA0207  PID         -  HA0207
 HA0207  STATE/COUNTY-  KY/EDMONSON
 HA0207  USGS QUAD   -  BEE SPRING (1979)
 HA0207
 HA0207                         *CURRENT SURVEY CONTROL
 HA0207  ___________________________________________________________________
 HA0207* NAD 83(1986)-  37 16 45.     (N)    086 16 30.     (W)     SCALED    
 HA0207* NAVD 88     -       217.858  (meters)     714.76   (feet)  ADJUSTED  
 HA0207  ___________________________________________________________________
 HA0207  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HA0207  DYNAMIC HT  -         217.693 (meters)     714.21  (feet)  COMP
 HA0207  MODELED GRAV-     979,869.4   (mgal)                       NAVD 88
 HA0207
 HA0207  VERT ORDER  -  SECOND    CLASS 0
 HA0207
 HA0207.The horizontal coordinates were scaled from a topographic map and have
 HA0207.an estimated accuracy of +/- 6 seconds.
 HA0207
 HA0207.The orthometric height was determined by differential leveling
 HA0207.and adjusted by the National Geodetic Survey in June 1991..
 HA0207
 HA0207.The geoid height was determined by GEOID03.
 HA0207
 HA0207.The dynamic height is computed by dividing the NAVD 88
 HA0207.geopotential number by the normal gravity value computed on the
 HA0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0207.degrees latitude (g = 980.6199 gals.).
 HA0207
 HA0207.The modeled gravity was interpolated from observed gravity values.
 HA0207
 HA0207;                    North         East    Units  Estimated Accuracy
 HA0207;SPC KY1Z     - 1,105,100.    1,453,440.      MT  (+/- 180 meters Scaled)
 HA0207
 HA0207                          SUPERSEDED SURVEY CONTROL
 HA0207
 HA0207  NGVD 29 (??/??/92)  217.977  (m)          715.15   (f) ADJ UNCH    2 0
 HA0207
 HA0207.Superseded values are not recommended for survey control.
 HA0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0207.See file dsdata.txt to determine how the superseded data were derived.
 HA0207
 HA0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG642260(NAD 83)
 HA0207_MARKER: DB = BENCH MARK DISK
 HA0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0207_STAMPING: M 75 1935
 HA0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0207+STABILITY: SURFACE MOTION
 HA0207
 HA0207  HISTORY     - Date     Condition        Report By
 HA0207  HISTORY     - 1935     MONUMENTED       CGS
 HA0207  HISTORY     - 1943     GOOD             NGS
 HA0207
 HA0207                          STATION DESCRIPTION
 HA0207
 HA0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HA0207'2 MI N FROM SWEEDEN.
 HA0207'2.0 MILES NORTH ALONG STATE HIGHWAY 65 FROM THE PUBLIC SCHOOL
 HA0207'AT SWEEDEN, EDMONSON COUNTY, 51 YARDS SOUTH OF THE FRONT ENTRANCE
 HA0207'DOOR AT THE B.M. HARRISON FARMHOUSE, AT A ROAD INTERSECTION,
 HA0207'31.5 FEET SOUTH OF THE CENTERLINE OF THE PRIVATE DIRT-ROAD,
 HA0207'28.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTH
 HA0207'OF A FENCE CORNER, 1.5 FEET WEST OF THE FENCE, 1.4 FEET SOUTH
 HA0207'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN
 HA0207'THE HIGHWAY.  A STANDARD DISK, STAMPED M 75 1935 AND SET IN THE
 HA0207'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.  THIS
 HA0207'MARK IS ALSO 8 MILES SOUTH OF THE GENERAL STORE AT ANNETA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0093 ***********************************************************************
 HA0093  DESIGNATION -  M 76
 HA0093  PID         -  HA0093
 HA0093  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0093  USGS QUAD   -  MADRID (1993)
 HA0093
 HA0093                         *CURRENT SURVEY CONTROL
 HA0093  ___________________________________________________________________
 HA0093* NAD 83(1986)-  37 36 33.     (N)    086 21 21.     (W)     SCALED    
 HA0093* NAVD 88     -       225.289  (meters)     739.14   (feet)  ADJUSTED  
 HA0093  ___________________________________________________________________
 HA0093  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 HA0093  DYNAMIC HT  -         225.123 (meters)     738.59  (feet)  COMP
 HA0093  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 HA0093
 HA0093  VERT ORDER  -  SECOND    CLASS 0
 HA0093
 HA0093.The horizontal coordinates were scaled from a topographic map and have
 HA0093.an estimated accuracy of +/- 6 seconds.
 HA0093
 HA0093.The orthometric height was determined by differential leveling
 HA0093.and adjusted by the National Geodetic Survey in June 1991..
 HA0093
 HA0093.The geoid height was determined by GEOID03.
 HA0093
 HA0093.The dynamic height is computed by dividing the NAVD 88
 HA0093.geopotential number by the normal gravity value computed on the
 HA0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0093.degrees latitude (g = 980.6199 gals.).
 HA0093
 HA0093.The modeled gravity was interpolated from observed gravity values.
 HA0093
 HA0093;                    North         East    Units  Estimated Accuracy
 HA0093;SPC KY1Z     - 1,141,770.    1,446,510.      MT  (+/- 180 meters Scaled)
 HA0093
 HA0093                          SUPERSEDED SURVEY CONTROL
 HA0093
 HA0093  NGVD 29 (??/??/92)  225.424  (m)          739.58   (f) ADJ UNCH    2 0
 HA0093
 HA0093.Superseded values are not recommended for survey control.
 HA0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0093.See file dsdata.txt to determine how the superseded data were derived.
 HA0093
 HA0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG568626(NAD 83)
 HA0093_MARKER: DB = BENCH MARK DISK
 HA0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0093_STAMPING: M 76 1935
 HA0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0093+STABILITY: SURFACE MOTION
 HA0093
 HA0093  HISTORY     - Date     Condition        Report By
 HA0093  HISTORY     - 1935     MONUMENTED       CGS
 HA0093
 HA0093                          STATION DESCRIPTION
 HA0093
 HA0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0093'4.6 MI E FROM MC DANIELS.
 HA0093'4.6 MILES EAST ALONG STATE HIGHWAY 65 FROM THE POST OFFICE AT
 HA0093'MC DANIELS, BRECKINRIDGE, AT A BAPTIST CHURCH, 49.8 FEET
 HA0093'SOUTHWEST OF THE FRONT DOORWAY, 23 YARDS NORTHEAST OF THE
 HA0093'CENTERLINE OF A DRIVEWAY, 35.5 FEET NORTH OF THE CENTERLINE OF
 HA0093'THE HIGHWAY, 5.7 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 HA0093'CHURCH, 7.9 FEET EAST OF A 20-INCH WALNUT TREE, AND ABOUT 4
 HA0093'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 76
 HA0093'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0229 ***********************************************************************
 HA0229  DESIGNATION -  M 78
 HA0229  PID         -  HA0229
 HA0229  STATE/COUNTY-  KY/GRAYSON
 HA0229  USGS QUAD   -  CANEYVILLE (1967)
 HA0229
 HA0229                         *CURRENT SURVEY CONTROL
 HA0229  ___________________________________________________________________
 HA0229* NAD 83(1986)-  37 26 03.     (N)    086 27 13.     (W)     SCALED    
 HA0229* NAVD 88     -       145.959  (meters)     478.87   (feet)  ADJUSTED  
 HA0229  ___________________________________________________________________
 HA0229  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HA0229  DYNAMIC HT  -         145.850 (meters)     478.51  (feet)  COMP
 HA0229  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 HA0229
 HA0229  VERT ORDER  -  SECOND    CLASS 0
 HA0229
 HA0229.The horizontal coordinates were scaled from a topographic map and have
 HA0229.an estimated accuracy of +/- 6 seconds.
 HA0229
 HA0229.The orthometric height was determined by differential leveling
 HA0229.and adjusted by the National Geodetic Survey in June 1991..
 HA0229
 HA0229.The geoid height was determined by GEOID03.
 HA0229
 HA0229.The dynamic height is computed by dividing the NAVD 88
 HA0229.geopotential number by the normal gravity value computed on the
 HA0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0229.degrees latitude (g = 980.6199 gals.).
 HA0229
 HA0229.The modeled gravity was interpolated from observed gravity values.
 HA0229
 HA0229;                    North         East    Units  Estimated Accuracy
 HA0229;SPC KY1Z     - 1,122,410.    1,437,730.      MT  (+/- 180 meters Scaled)
 HA0229
 HA0229                          SUPERSEDED SURVEY CONTROL
 HA0229
 HA0229  NGVD 29 (??/??/92)  146.083  (m)          479.27   (f) ADJ UNCH    2 0
 HA0229
 HA0229.Superseded values are not recommended for survey control.
 HA0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0229.See file dsdata.txt to determine how the superseded data were derived.
 HA0229
 HA0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG483431(NAD 83)
 HA0229_MARKER: DB = BENCH MARK DISK
 HA0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0229_SP_SET: CULVERT
 HA0229_STAMPING: M 78 1935
 HA0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0229
 HA0229  HISTORY     - Date     Condition        Report By
 HA0229  HISTORY     - 1935     MONUMENTED       CGS
 HA0229
 HA0229                          STATION DESCRIPTION
 HA0229
 HA0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0229'1.9 MI NE FROM CANEYVILLE.
 HA0229'1.9 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HA0229'THE STATION AT CANEYVILLE, GRAYSON COUNTY, 13 RAILS EAST OF
 HA0229'MILEPOST L 82, AT CULVERT J 81 8, IN THE TOP OF THE NORTH END
 HA0229'OF THE EAST CONCRETE HEADWALL, AND ABOUT 1-1/2 FEET LOWER
 HA0229'THAN THE TRACK.  A STANDARD DISK, STAMPED M 78 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0284 ***********************************************************************
 HA0284  DESIGNATION -  M 79
 HA0284  PID         -  HA0284
 HA0284  STATE/COUNTY-  KY/OHIO
 HA0284  USGS QUAD   -  HARTFORD (1973)
 HA0284
 HA0284                         *CURRENT SURVEY CONTROL
 HA0284  ___________________________________________________________________
 HA0284* NAD 83(1986)-  37 24 50.     (N)    086 59 32.     (W)     SCALED    
 HA0284* NAVD 88     -       129.205  (meters)     423.90   (feet)  ADJUSTED  
 HA0284  ___________________________________________________________________
 HA0284  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HA0284  DYNAMIC HT  -         129.109 (meters)     423.59  (feet)  COMP
 HA0284  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 HA0284
 HA0284  VERT ORDER  -  SECOND    CLASS 0
 HA0284
 HA0284.The horizontal coordinates were scaled from a topographic map and have
 HA0284.an estimated accuracy of +/- 6 seconds.
 HA0284
 HA0284.The orthometric height was determined by differential leveling
 HA0284.and adjusted by the National Geodetic Survey in June 1991..
 HA0284
 HA0284.The geoid height was determined by GEOID03.
 HA0284
 HA0284.The dynamic height is computed by dividing the NAVD 88
 HA0284.geopotential number by the normal gravity value computed on the
 HA0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0284.degrees latitude (g = 980.6199 gals.).
 HA0284
 HA0284.The modeled gravity was interpolated from observed gravity values.
 HA0284
 HA0284;                    North         East    Units  Estimated Accuracy
 HA0284;SPC KY1Z     - 1,120,660.    1,390,040.      MT  (+/- 180 meters Scaled)
 HA0284
 HA0284                          SUPERSEDED SURVEY CONTROL
 HA0284
 HA0284  NGVD 29 (??/??/92)  129.305  (m)          424.23   (f) ADJ UNCH    2 0
 HA0284
 HA0284.Superseded values are not recommended for survey control.
 HA0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0284.See file dsdata.txt to determine how the superseded data were derived.
 HA0284
 HA0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG006407(NAD 83)
 HA0284_MARKER: DB = BENCH MARK DISK
 HA0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0284_STAMPING: M 79 1935
 HA0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0284+STABILITY: SURFACE MOTION
 HA0284
 HA0284  HISTORY     - Date     Condition        Report By
 HA0284  HISTORY     - 1935     MONUMENTED       CGS
 HA0284  HISTORY     - 1982     GOOD             LOCSUR
 HA0284  HISTORY     - 1982     GOOD             LOCSUR
 HA0284  HISTORY     - 20020523 MARK NOT FOUND   KYDT
 HA0284
 HA0284                          STATION DESCRIPTION
 HA0284
 HA0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0284'AT CENTERTOWN.
 HA0284'AT CENTERTOWN, OHIO COUNTY, ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 HA0284'63 YARDS SOUTHWEST OF THE SOUTH CORNER OF THE STATION, AT THE
 HA0284'SOUTHWEST CORNER OF THE STATION YARD, AT A DIRT-ROAD CROSSING,
 HA0284'31.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 25 FEET EAST OF THE
 HA0284'CENTERLINE OF THE ROAD, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.
 HA0284'A STANDARD DISK, STAMPED M 79 1935 AND SET IN THE TOP OF A CONCRETE
 HA0284'POST.
 HA0284
 HA0284                          STATION RECOVERY (1982)
 HA0284
 HA0284'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 HA0284'RECOVERED IN GOOD CONDITION.
 HA0284
 HA0284                          STATION RECOVERY (1982)
 HA0284
 HA0284'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 HA0284'RECOVERED IN GOOD CONDITION.
 HA0284
 HA0284                          STATION RECOVERY (2002)
 HA0284
 HA0284'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 HA0284'RAILROAD NOW ABANDONED, TRACKS HAVE BEEN TAKEN UP, DEPOT NO LONGER
 HA0284'HERE, ACCORDING TO LOCAL RESIDENT AREA HAS BEEN FILLED IN 1-2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0048 ***********************************************************************
 HA0048  DESIGNATION -  M 80
 HA0048  PID         -  HA0048
 HA0048  STATE/COUNTY-  KY/BRECKINRIDGE
 HA0048  USGS QUAD   -  KINGSWOOD (1993)
 HA0048
 HA0048                         *CURRENT SURVEY CONTROL
 HA0048  ___________________________________________________________________
 HA0048* NAD 83(1986)-  37 42 50.     (N)    086 29 09.     (W)     SCALED    
 HA0048* NAVD 88     -       215.144  (meters)     705.85   (feet)  POSTED    
 HA0048  ___________________________________________________________________
 HA0048  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HA0048  DYNAMIC HT  -         214.990 (meters)     705.35  (feet)  COMP
 HA0048  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 HA0048
 HA0048  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HA0048
 HA0048.The horizontal coordinates were scaled from a topographic map and have
 HA0048.an estimated accuracy of +/- 6 seconds.
 HA0048
 HA0048.The orthometric height was determined by differential leveling
 HA0048.and adjusted by the National Geodetic Survey in 1992..
 HA0048.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HA0048.rate of 2.1 thru 3.0 mm/km.
 HA0048
 HA0048.The geoid height was determined by GEOID03.
 HA0048
 HA0048.The dynamic height is computed by dividing the NAVD 88
 HA0048.geopotential number by the normal gravity value computed on the
 HA0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0048.degrees latitude (g = 980.6199 gals.).
 HA0048
 HA0048.The modeled gravity was interpolated from observed gravity values.
 HA0048
 HA0048;                    North         East    Units  Estimated Accuracy
 HA0048;SPC KY1Z     - 1,153,470.    1,435,130.      MT  (+/- 180 meters Scaled)
 HA0048
 HA0048                          SUPERSEDED SURVEY CONTROL
 HA0048
 HA0048  NGVD 29 (??/??/92)  215.279  (m)          706.29   (f) ADJ UNCH    2 0
 HA0048
 HA0048.Superseded values are not recommended for survey control.
 HA0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0048.See file dsdata.txt to determine how the superseded data were derived.
 HA0048
 HA0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG453741(NAD 83)
 HA0048_MARKER: DB = BENCH MARK DISK
 HA0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0048_STAMPING: M 80 1935
 HA0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0048+STABILITY: SURFACE MOTION
 HA0048
 HA0048  HISTORY     - Date     Condition        Report By
 HA0048  HISTORY     - 1935     MONUMENTED       CGS
 HA0048
 HA0048                          STATION DESCRIPTION
 HA0048
 HA0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0048'2 MI NE FROM MC QUADY.
 HA0048'2.0 MILES NORTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 HA0048'LOUISVILLE AND NASHVILLE RAILROAD FROM THE FORMER STATION AT
 HA0048'MC QUADY, BRECKENRIDGE COUNTY, 37 FEET WEST OF THE CENTER OF A
 HA0048'ROAD INTERSECTION, 34 FEET NORTH OF A ROAD CROSSING, 20.5 FEET
 HA0048'NORTHWEST OF THE OLD ROADBED, 9 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 HA0048'FENCE, AND ABOUT 2 FEET HIGHER THAN THE ROADBED.  A STANDARD DISK,
 HA0048'STAMPED M 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0834 ***********************************************************************
 GY0834  DESIGNATION -  M 83
 GY0834  PID         -  GY0834
 GY0834  STATE/COUNTY-  KY/PIKE
 GY0834  USGS QUAD   -  DORTON (1992)
 GY0834
 GY0834                         *CURRENT SURVEY CONTROL
 GY0834  ___________________________________________________________________
 GY0834* NAD 83(1986)-  37 17 13.     (N)    082 35 37.     (W)     SCALED    
 GY0834* NAVD 88     -       300.425  (meters)     985.64   (feet)  ADJUSTED  
 GY0834  ___________________________________________________________________
 GY0834  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GY0834  DYNAMIC HT  -         300.181 (meters)     984.84  (feet)  COMP
 GY0834  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 GY0834
 GY0834  VERT ORDER  -  SECOND    CLASS 0
 GY0834
 GY0834.The horizontal coordinates were scaled from a topographic map and have
 GY0834.an estimated accuracy of +/- 6 seconds.
 GY0834
 GY0834.The orthometric height was determined by differential leveling
 GY0834.and adjusted by the National Geodetic Survey in June 1991..
 GY0834
 GY0834.The geoid height was determined by GEOID03.
 GY0834
 GY0834.The dynamic height is computed by dividing the NAVD 88
 GY0834.geopotential number by the normal gravity value computed on the
 GY0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0834.degrees latitude (g = 980.6199 gals.).
 GY0834
 GY0834.The modeled gravity was interpolated from observed gravity values.
 GY0834
 GY0834;                    North         East    Units  Estimated Accuracy
 GY0834;SPC KY1Z     - 1,110,570.    1,779,830.      MT  (+/- 180 meters Scaled)
 GY0834
 GY0834                          SUPERSEDED SURVEY CONTROL
 GY0834
 GY0834  NGVD 29 (??/??/92)  300.608  (m)          986.24   (f) ADJ UNCH    2 0
 GY0834
 GY0834.Superseded values are not recommended for survey control.
 GY0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0834.See file dsdata.txt to determine how the superseded data were derived.
 GY0834
 GY0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB587278(NAD 83)
 GY0834_MARKER: DB = BENCH MARK DISK
 GY0834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0834_SP_SET: BRIDGE
 GY0834_STAMPING: M 83 1935 986.245
 GY0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0834
 GY0834  HISTORY     - Date     Condition        Report By
 GY0834  HISTORY     - 1935     MONUMENTED       CGS
 GY0834  HISTORY     - 1956     POOR             NGS
 GY0834
 GY0834                          STATION DESCRIPTION
 GY0834
 GY0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0834'1.2 MI N FROM DORTON.
 GY0834'1.2 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 GY0834'STATION SIGN AND SCHOOL AT DORTON, 50 YARDS SOUTH AND ACROSS TRACK
 GY0834'FROM A TWO STORY HOUSE, 4.8 FEET SOUTHWEST OF THE SOUTHWEST
 GY0834'RAIL, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 GY0834'ABUTMENT OF BRIDGE NO. 169 OVER A CREEK AND A ROAD FOLLOWING
 GY0834'THE CREEK BED, ABOUT 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0833 ***********************************************************************
 HY0833  DESIGNATION -  M 84
 HY0833  PID         -  HY0833
 HY0833  STATE/COUNTY-  KY/LAWRENCE
 HY0833  USGS QUAD   -  PRICHARD (1989)
 HY0833
 HY0833                         *CURRENT SURVEY CONTROL
 HY0833  ___________________________________________________________________
 HY0833* NAD 83(1986)-  38 14 37.     (N)    082 36 36.     (W)     SCALED    
 HY0833* NAVD 88     -       168.765  (meters)     553.69   (feet)  ADJUSTED  
 HY0833  ___________________________________________________________________
 HY0833  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY0833  DYNAMIC HT  -         168.649 (meters)     553.31  (feet)  COMP
 HY0833  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 HY0833
 HY0833  VERT ORDER  -  SECOND    CLASS 0
 HY0833
 HY0833.The horizontal coordinates were scaled from a topographic map and have
 HY0833.an estimated accuracy of +/- 6 seconds.
 HY0833
 HY0833.The orthometric height was determined by differential leveling
 HY0833.and adjusted by the National Geodetic Survey in June 1991..
 HY0833
 HY0833.The geoid height was determined by GEOID03.
 HY0833
 HY0833.The dynamic height is computed by dividing the NAVD 88
 HY0833.geopotential number by the normal gravity value computed on the
 HY0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0833.degrees latitude (g = 980.6199 gals.).
 HY0833
 HY0833.The modeled gravity was interpolated from observed gravity values.
 HY0833
 HY0833;                    North         East    Units  Estimated Accuracy
 HY0833;SPC KY1Z     - 1,216,630.    1,774,810.      MT  (+/- 180 meters Scaled)
 HY0833
 HY0833                          SUPERSEDED SURVEY CONTROL
 HY0833
 HY0833  NGVD 29 (??/??/92)  168.968  (m)          554.36   (f) ADJ UNCH    2 0
 HY0833
 HY0833.Superseded values are not recommended for survey control.
 HY0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0833.See file dsdata.txt to determine how the superseded data were derived.
 HY0833
 HY0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC591340(NAD 83)
 HY0833_MARKER: DB = BENCH MARK DISK
 HY0833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0833_SP_SET: ABUTMENT
 HY0833_STAMPING: M 84 1935
 HY0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0833
 HY0833  HISTORY     - Date     Condition        Report By
 HY0833  HISTORY     - 1935     MONUMENTED       CGS
 HY0833  HISTORY     - 1955     GOOD             NGS
 HY0833  HISTORY     - 1984     GOOD             KYDT
 HY0833
 HY0833                          STATION DESCRIPTION
 HY0833
 HY0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0833'AT BUCHANAN.
 HY0833'AT BUCHANAN, ALONG THE CHESAPEAKE AND OHIO RAILROAD, 3-1/2 RAILS
 HY0833'SOUTH OF THE STATION, 0.15 MILE NORTH OF MILE POST 13, AT BRIDGE
 HY0833'NO. 129 OVER CREEK AND ROAD, 9 FEET WEST OF THE WEST RAIL, IN
 HY0833'THE WEST END OF THE NORTH ABUTMENT, 3.6 FEET EAST OF THE WEST
 HY0833'END, 1.3 FEET NORTH OF THE SOUTH EDGE AND ABOUT 5 FEET BELOW THE
 HY0833'LEVEL OF TRACK.  NOTE-- THIS MARK IS 2.45 MILES SOUTH OF THE
 HY0833'STATION AT BURNAUGH.
 HY0833
 HY0833                          STATION RECOVERY (1984)
 HY0833
 HY0833'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 HY0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1312 ***********************************************************************
 GY1312  DESIGNATION -  M 85
 GY1312  PID         -  GY1312
 GY1312  STATE/COUNTY-  KY/LAWRENCE
 GY1312  USGS QUAD   -  RICHARDSON (1992)
 GY1312
 GY1312                         *CURRENT SURVEY CONTROL
 GY1312  ___________________________________________________________________
 GY1312* NAD 83(1986)-  37 54 11.     (N)    082 40 34.     (W)     SCALED    
 GY1312* NAVD 88     -       182.967  (meters)     600.28   (feet)  ADJUSTED  
 GY1312  ___________________________________________________________________
 GY1312  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GY1312  DYNAMIC HT  -         182.834 (meters)     599.85  (feet)  COMP
 GY1312  MODELED GRAV-     979,898.1   (mgal)                       NAVD 88
 GY1312
 GY1312  VERT ORDER  -  SECOND    CLASS 0
 GY1312
 GY1312.The horizontal coordinates were scaled from a topographic map and have
 GY1312.an estimated accuracy of +/- 6 seconds.
 GY1312
 GY1312.The orthometric height was determined by differential leveling
 GY1312.and adjusted by the National Geodetic Survey in June 1991..
 GY1312
 GY1312.The geoid height was determined by GEOID03.
 GY1312
 GY1312.The dynamic height is computed by dividing the NAVD 88
 GY1312.geopotential number by the normal gravity value computed on the
 GY1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1312.degrees latitude (g = 980.6199 gals.).
 GY1312
 GY1312.The modeled gravity was interpolated from observed gravity values.
 GY1312
 GY1312;                    North         East    Units  Estimated Accuracy
 GY1312;SPC KY1Z     - 1,178,660.    1,770,270.      MT  (+/- 180 meters Scaled)
 GY1312
 GY1312                          SUPERSEDED SURVEY CONTROL
 GY1312
 GY1312  NGVD 29 (??/??/92)  183.171  (m)          600.95   (f) ADJ UNCH    2 0
 GY1312
 GY1312.Superseded values are not recommended for survey control.
 GY1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1312.See file dsdata.txt to determine how the superseded data were derived.
 GY1312
 GY1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB526963(NAD 83)
 GY1312_MARKER: DB = BENCH MARK DISK
 GY1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1312_STAMPING: M 85 1935 600.954
 GY1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1312+STABILITY: SURFACE MOTION
 GY1312
 GY1312  HISTORY     - Date     Condition        Report By
 GY1312  HISTORY     - 1935     MONUMENTED       CGS
 GY1312  HISTORY     - 1956     POOR             NGS
 GY1312
 GY1312                          STATION DESCRIPTION
 GY1312
 GY1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1312'2.5 MI SW FROM PATRICK.
 GY1312'2.5 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 GY1312'THE SIGN PATRICK, 181 FEET NORTH OF A RAILROAD BATTERY CASE, 27.5
 GY1312'FEET WEST OF THE WEST RAIL OF A MAIN TRACK, 13 FEET WEST OF THE WEST
 GY1312'RAIL OF SIDE TRACK, 25.5 FEET EAST OF A POLE, 3.5 FEET SOUTHWEST
 GY1312'OF MILE POST 47, IN THE TOP OF A CONCRETE POST, 10 INCHES
 GY1312'UNDERGROUND, 3 1/2 FEET BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0545 ***********************************************************************
 GY0545  DESIGNATION -  M 87
 GY0545  PID         -  GY0545
 GY0545  STATE/COUNTY-  KY/PIKE
 GY0545  USGS QUAD   -  HELLIER (1978)
 GY0545
 GY0545                         *CURRENT SURVEY CONTROL
 GY0545  ___________________________________________________________________
 GY0545* NAD 83(1986)-  37 21 57.     (N)    082 24 49.     (W)     SCALED    
 GY0545* NAVD 88     -       219.024  (meters)     718.58   (feet)  ADJUSTED  
 GY0545  ___________________________________________________________________
 GY0545  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY0545  DYNAMIC HT  -         218.854 (meters)     718.02  (feet)  COMP
 GY0545  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 GY0545
 GY0545  VERT ORDER  -  SECOND    CLASS 0
 GY0545
 GY0545.The horizontal coordinates were scaled from a topographic map and have
 GY0545.an estimated accuracy of +/- 6 seconds.
 GY0545
 GY0545.The orthometric height was determined by differential leveling
 GY0545.and adjusted by the National Geodetic Survey in June 1991..
 GY0545
 GY0545.The geoid height was determined by GEOID03.
 GY0545
 GY0545.The dynamic height is computed by dividing the NAVD 88
 GY0545.geopotential number by the normal gravity value computed on the
 GY0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0545.degrees latitude (g = 980.6199 gals.).
 GY0545
 GY0545.The modeled gravity was interpolated from observed gravity values.
 GY0545
 GY0545;                    North         East    Units  Estimated Accuracy
 GY0545;SPC KY1Z     - 1,119,870.    1,795,470.      MT  (+/- 180 meters Scaled)
 GY0545
 GY0545                          SUPERSEDED SURVEY CONTROL
 GY0545
 GY0545  NGVD 29 (??/??/92)  219.225  (m)          719.24   (f) ADJ UNCH    2 0
 GY0545
 GY0545.Superseded values are not recommended for survey control.
 GY0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0545.See file dsdata.txt to determine how the superseded data were derived.
 GY0545
 GY0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB748363(NAD 83)
 GY0545_MARKER: DB = BENCH MARK DISK
 GY0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0545_STAMPING: M 87 1935 719.241
 GY0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0545+STABILITY: SURFACE MOTION
 GY0545
 GY0545  HISTORY     - Date     Condition        Report By
 GY0545  HISTORY     - 1935     MONUMENTED       CGS
 GY0545  HISTORY     - 1956     POOR             NGS
 GY0545  HISTORY     - 20020722 MARK NOT FOUND   KYDT
 GY0545
 GY0545                          STATION DESCRIPTION
 GY0545
 GY0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0545'AT MORROWBONE.
 GY0545'AT MARROWBONE, ALONG THE CHESAPEAKE AND OHIO RAILROAD, 32 FEET
 GY0545'SOUTHEAST OF THE STATION, 42 FEET SOUTHWEST ACROSS TRACK FROM
 GY0545'SIGNAL, 17 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF MAIN TRACK,
 GY0545'22 FEET NORTHEAST OF THE NORTHEAST OF A SIDE TRACK, 5 FEET
 GY0545'SOUTHEAST OF A POLE, SET IN THE TOP OF A CONCRETE POST, 6 INCHES
 GY0545'UNDERGROUND, ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
 GY0545
 GY0545                          STATION RECOVERY (2002)
 GY0545
 GY0545'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY0545'MARK POSSIBLY HERE BUT UNABLE TO LOCATE AS ALL LANDMARKS HAVE BEEN
 GY0545'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1532 ***********************************************************************
 HY1532  DESIGNATION -  M 89
 HY1532  PID         -  HY1532
 HY1532  STATE/COUNTY-  KY/CARTER
 HY1532  USGS QUAD   -  BRUIN (1978)
 HY1532
 HY1532                         *CURRENT SURVEY CONTROL
 HY1532  ___________________________________________________________________
 HY1532* NAD 83(1986)-  38 12 25.     (N)    083 00 26.     (W)     SCALED    
 HY1532* NAVD 88     -       209.981  (meters)     688.91   (feet)  ADJUSTED  
 HY1532  ___________________________________________________________________
 HY1532  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HY1532  DYNAMIC HT  -         209.836 (meters)     688.44  (feet)  COMP
 HY1532  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 HY1532
 HY1532  VERT ORDER  -  SECOND    CLASS 0
 HY1532
 HY1532.The horizontal coordinates were scaled from a topographic map and have
 HY1532.an estimated accuracy of +/- 6 seconds.
 HY1532
 HY1532.The orthometric height was determined by differential leveling
 HY1532.and adjusted by the National Geodetic Survey in June 1991..
 HY1532
 HY1532.The geoid height was determined by GEOID03.
 HY1532
 HY1532.The dynamic height is computed by dividing the NAVD 88
 HY1532.geopotential number by the normal gravity value computed on the
 HY1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1532.degrees latitude (g = 980.6199 gals.).
 HY1532
 HY1532.The modeled gravity was interpolated from observed gravity values.
 HY1532
 HY1532;                    North         East    Units  Estimated Accuracy
 HY1532;SPC KY1Z     - 1,211,470.    1,740,170.      MT  (+/- 180 meters Scaled)
 HY1532
 HY1532                          SUPERSEDED SURVEY CONTROL
 HY1532
 HY1532  NGVD 29 (??/??/92)  210.164  (m)          689.51   (f) ADJ UNCH    2 0
 HY1532
 HY1532.Superseded values are not recommended for survey control.
 HY1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1532.See file dsdata.txt to determine how the superseded data were derived.
 HY1532
 HY1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC242306(NAD 83)
 HY1532_MARKER: DB = BENCH MARK DISK
 HY1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1532_STAMPING: M 89 1935 689.513
 HY1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1532+STABILITY: SURFACE MOTION
 HY1532
 HY1532  HISTORY     - Date     Condition        Report By
 HY1532  HISTORY     - 1935     MONUMENTED       CGS
 HY1532  HISTORY     - 1955     GOOD             NGS
 HY1532
 HY1532                          STATION DESCRIPTION
 HY1532
 HY1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1532'1.6 MI NE FROM BRUIN.
 HY1532'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM POST OFFICE
 HY1532'AT BRUIN, 0.2 MILE NORTHEAST OF CONCRETE BRIDGE AT ELLIOTT - CARTER
 HY1532'COUNTY LINE, 184.0 FEET SOUTHWEST OF CONCRETE CULVERT, ABOUT
 HY1532'CENTER OF LONG CURVE, 39.4 FEET SOUTHEAST OF THE CENTER LINE
 HY1532'OF HIGHWAY, AT THE SOUTHWEST SIDE OF A DRAW TO SOUTHEAST, 6.0
 HY1532'FEET NORTHEAST OF A WHITE OAK TREE, ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0026 ***********************************************************************
 GC0026  DESIGNATION -  M 9
 GC0026  PID         -  GC0026
 GC0026  STATE/COUNTY-  KY/WARREN
 GC0026  USGS QUAD   -  BOWLING GREEN SOUTH (1993)
 GC0026
 GC0026                         *CURRENT SURVEY CONTROL
 GC0026  ___________________________________________________________________
 GC0026* NAD 83(1986)-  36 59 33.     (N)    086 26 34.     (W)     SCALED    
 GC0026* NAVD 88     -       155.641  (meters)     510.63   (feet)  ADJUSTED  
 GC0026  ___________________________________________________________________
 GC0026  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GC0026  DYNAMIC HT  -         155.521 (meters)     510.24  (feet)  COMP
 GC0026  MODELED GRAV-     979,856.5   (mgal)                       NAVD 88
 GC0026
 GC0026  VERT ORDER  -  FIRST     CLASS I
 GC0026
 GC0026.The horizontal coordinates were scaled from a topographic map and have
 GC0026.an estimated accuracy of +/- 6 seconds.
 GC0026
 GC0026.The orthometric height was determined by differential leveling
 GC0026.and adjusted by the National Geodetic Survey in June 1991..
 GC0026.WARNING-Repeat measurements at this control monument indicate possible
 GC0026.vertical movement.
 GC0026
 GC0026.The geoid height was determined by GEOID03.
 GC0026
 GC0026.The dynamic height is computed by dividing the NAVD 88
 GC0026.geopotential number by the normal gravity value computed on the
 GC0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0026.degrees latitude (g = 980.6199 gals.).
 GC0026
 GC0026.The modeled gravity was interpolated from observed gravity values.
 GC0026
 GC0026;                    North         East    Units  Estimated Accuracy
 GC0026;SPC KY1Z     - 1,073,390.    1,438,330.      MT  (+/- 180 meters Scaled)
 GC0026
 GC0026                          SUPERSEDED SURVEY CONTROL
 GC0026
 GC0026  NGVD 29 (??/??/92)  155.773  (m)          511.07   (f) ADJ UNCH    1 1
 GC0026
 GC0026.Superseded values are not recommended for survey control.
 GC0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0026.See file dsdata.txt to determine how the superseded data were derived.
 GC0026
 GC0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF495941(NAD 83)
 GC0026_MARKER: DB = BENCH MARK DISK
 GC0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0026_SP_SET: STONE
 GC0026_STAMPING: M 9 1921
 GC0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0026+STABILITY: SURFACE MOTION
 GC0026
 GC0026  HISTORY     - Date     Condition        Report By
 GC0026  HISTORY     - 1921     MONUMENTED       CGS
 GC0026  HISTORY     - 1968     GOOD             NGS
 GC0026
 GC0026                          STATION DESCRIPTION
 GC0026
 GC0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0026'0.8 MI S FROM BOWLING GREEN.
 GC0026'ABOUT 0.45 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC0026'RAILROAD FROM THE STATION AT BOWLING GREEN, THENCE 0.35 MILE
 GC0026'SOUTHEAST ALONG 10TH STREET, SET VERTICALLY IN THE NORTHWEST FACE
 GC0026'OF THE STONE FOUNDATION FOR THE WARREN COUNTY COURTHOUSE, 55 1/2
 GC0026'FEET SOUTHWEST OF THE NORTH CORNER OF THE COURTHOUSE, 90 FEET
 GC0026'SOUTHEAST OF THE SOUTHEAST CURB OF COLLEGE STREET, 105 FEET SOUTHWEST
 GC0026'OF THE SOUTHWEST CURB OF 10TH STREET, AND ABOUT 2 FEET ABOVE THE
 GC0026'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1419 ***********************************************************************
 GY1419  DESIGNATION -  M 91
 GY1419  PID         -  GY1419
 GY1419  STATE/COUNTY-  KY/MAGOFFIN
 GY1419  USGS QUAD   -  OIL SPRINGS (1992)
 GY1419
 GY1419                         *CURRENT SURVEY CONTROL
 GY1419  ___________________________________________________________________
 GY1419* NAD 83(1986)-  37 48 31.     (N)    082 56 48.     (W)     SCALED    
 GY1419* NAVD 88     -       255.875  (meters)     839.48   (feet)  ADJUSTED  
 GY1419  ___________________________________________________________________
 GY1419  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GY1419  DYNAMIC HT  -         255.681 (meters)     838.85  (feet)  COMP
 GY1419  MODELED GRAV-     979,866.2   (mgal)                       NAVD 88
 GY1419
 GY1419  VERT ORDER  -  SECOND    CLASS 0
 GY1419
 GY1419.The horizontal coordinates were scaled from a topographic map and have
 GY1419.an estimated accuracy of +/- 6 seconds.
 GY1419
 GY1419.The orthometric height was determined by differential leveling
 GY1419.and adjusted by the National Geodetic Survey in June 1991..
 GY1419
 GY1419.The geoid height was determined by GEOID03.
 GY1419
 GY1419.The dynamic height is computed by dividing the NAVD 88
 GY1419.geopotential number by the normal gravity value computed on the
 GY1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1419.degrees latitude (g = 980.6199 gals.).
 GY1419
 GY1419.The modeled gravity was interpolated from observed gravity values.
 GY1419
 GY1419;                    North         East    Units  Estimated Accuracy
 GY1419;SPC KY1Z     - 1,167,440.    1,746,800.      MT  (+/- 180 meters Scaled)
 GY1419
 GY1419                          SUPERSEDED SURVEY CONTROL
 GY1419
 GY1419  NGVD 29 (??/??/92)  256.06   (m)          840.1    (f) COMPUTED    2 0
 GY1419
 GY1419.Superseded values are not recommended for survey control.
 GY1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1419.See file dsdata.txt to determine how the superseded data were derived.
 GY1419
 GY1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB286863(NAD 83)
 GY1419_MARKER: DB = BENCH MARK DISK
 GY1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1419_STAMPING: M 91 1935
 GY1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1419+STABILITY: SURFACE MOTION
 GY1419
 GY1419  HISTORY     - Date     Condition        Report By
 GY1419  HISTORY     - 1935     MONUMENTED       CGS
 GY1419  HISTORY     - 1955     MARK NOT FOUND   NGS
 GY1419
 GY1419                          STATION DESCRIPTION
 GY1419
 GY1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY1419'4.2 MI NE FROM FALCON.
 GY1419'4.2 MILES NORTH EAST OF POST OFFICE BY HIGHWAY AT OIL SPRINGS.
 GY1419'ON STATE HIGHWAY NO. 40, 38 FEET EAST OF GATE TO HOME OF W.B.
 GY1419'CONLEY, 29 FEET NORTH OF CENTER OF HIGHWAY, 9 FEET WEST OF CENTER
 GY1419'OF DRIVEWAY, 6 FEET WEST OF FENCE CORNER, LEVEL WITH HIGHWAY
 GY1419'SURFACE, ON TOP OF CONCRETE POST.
 GY1419
 GY1419                          STATION RECOVERY (1955)
 GY1419
 GY1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GY1419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0913 ***********************************************************************
 HY0913  DESIGNATION -  M 92
 HY0913  PID         -  HY0913
 HY0913  STATE/COUNTY-  KY/LAWRENCE
 HY0913  USGS QUAD   -  ADAMS (1993)
 HY0913
 HY0913                         *CURRENT SURVEY CONTROL
 HY0913  ___________________________________________________________________
 HY0913* NAD 83(1986)-  38 03 38.     (N)    082 44 18.     (W)     SCALED    
 HY0913* NAVD 88     -       215.597  (meters)     707.34   (feet)  ADJUSTED  
 HY0913  ___________________________________________________________________
 HY0913  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HY0913  DYNAMIC HT  -         215.444 (meters)     706.84  (feet)  COMP
 HY0913  MODELED GRAV-     979,915.2   (mgal)                       NAVD 88
 HY0913
 HY0913  VERT ORDER  -  SECOND    CLASS 0
 HY0913
 HY0913.The horizontal coordinates were scaled from a topographic map and have
 HY0913.an estimated accuracy of +/- 6 seconds.
 HY0913
 HY0913.The orthometric height was determined by differential leveling
 HY0913.and adjusted by the National Geodetic Survey in June 1991..
 HY0913
 HY0913.The geoid height was determined by GEOID03.
 HY0913
 HY0913.The dynamic height is computed by dividing the NAVD 88
 HY0913.geopotential number by the normal gravity value computed on the
 HY0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0913.degrees latitude (g = 980.6199 gals.).
 HY0913
 HY0913.The modeled gravity was interpolated from observed gravity values.
 HY0913
 HY0913;                    North         East    Units  Estimated Accuracy
 HY0913;SPC KY1Z     - 1,195,960.    1,764,240.      MT  (+/- 180 meters Scaled)
 HY0913
 HY0913                          SUPERSEDED SURVEY CONTROL
 HY0913
 HY0913  NGVD 29 (??/??/92)  215.81   (m)          708.0    (f) COMPUTED    2 0
 HY0913
 HY0913.Superseded values are not recommended for survey control.
 HY0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0913.See file dsdata.txt to determine how the superseded data were derived.
 HY0913
 HY0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC474139(NAD 83)
 HY0913_MARKER: DB = BENCH MARK DISK
 HY0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0913_STAMPING: M 92 1935
 HY0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0913+STABILITY: SURFACE MOTION
 HY0913
 HY0913  HISTORY     - Date     Condition        Report By
 HY0913  HISTORY     - 1935     MONUMENTED       CGS
 HY0913  HISTORY     - 1953     MARK NOT FOUND   USGS
 HY0913
 HY0913                          STATION DESCRIPTION
 HY0913
 HY0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0913'2.2 MI W FROM ADAMS.
 HY0913'POST OFFICE BY HIGHWAY ON STATE HIGHWAY NO. 32, ON WEST SIDE
 HY0913'OF LONG HILL ABOUT HALF WAY DOWN, 28 FEET SOUTH OF CENTER OF
 HY0913'HIGHWAY, LEVEL WITH HIGHWAY SURFACE, ON TOP OF CONCRETE POST.
 HY0913
 HY0913                          STATION RECOVERY (1953)
 HY0913
 HY0913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 HY0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC6047 ***********************************************************************
 AC6047  SACS        -  This is a Secondary Airport Control Station.
 AC6047  DESIGNATION -  M21 A
 AC6047  PID         -  AC6047
 AC6047  STATE/COUNTY-  KY/MUHLENBERG
 AC6047  USGS QUAD   -  GREENVILLE (1983)
 AC6047
 AC6047                         *CURRENT SURVEY CONTROL
 AC6047  ___________________________________________________________________
 AC6047* NAD 83(1993)-  37 13 43.92765(N)    087 09 08.42506(W)     ADJUSTED  
 AC6047* NAVD 88     -       127.09   (meters)     417.0    (feet)  GPS OBS   
 AC6047  ___________________________________________________________________
 AC6047  X           -     252,613.015 (meters)                     COMP
 AC6047  Y           -  -5,078,464.977 (meters)                     COMP
 AC6047  Z           -   3,837,706.409 (meters)                     COMP
 AC6047  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AC6047  ELLIP HEIGHT-          96.93  (meters)          (01/09/97) GPS OBS
 AC6047  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AC6047
 AC6047  HORZ ORDER  -  FIRST
 AC6047  ELLP ORDER  -  FOURTH    CLASS I
 AC6047
 AC6047.This mark is at Muhlenberg County Airport (M21)
 AC6047
 AC6047.The horizontal coordinates were established by GPS observations
 AC6047.and adjusted by the National Geodetic Survey in January 1997..
 AC6047
 AC6047.The orthometric height was determined by GPS observations and a
 AC6047.high-resolution geoid model.
 AC6047
 AC6047.GPS derived orthometric heights for airport stations designated as
 AC6047.PACS or SACS are published to 2 decimal places.  This maintains
 AC6047.centimeter relative accuracy between the PACS and SACS.  It does
 AC6047.not indicate centimeter accuracy relative to other marks which are
 AC6047.part of the NAVD 88 network.
 AC6047
 AC6047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6047
 AC6047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6047
 AC6047.The ellipsoidal height was determined by GPS observations
 AC6047.and is referenced to NAD 83.
 AC6047
 AC6047.The geoid height was determined by GEOID03.
 AC6047
 AC6047;                    North         East     Units Scale Factor Converg.
 AC6047;SPC KY1Z     - 1,100,325.294 1,375,559.090   MT  0.99996835   -0 51 39.5
 AC6047;SPC KY1Z     - 3,609,983.90  4,512,980.11   sFT  0.99996835   -0 51 39.5
 AC6047;SPC KY S     -   600,304.486   375,561.624   MT  0.99994708   -0 51 01.7
 AC6047;SPC KY S     - 1,969,498.97  1,232,155.09   sFT  0.99994708   -0 51 01.7
 AC6047;UTM  16      - 4,120,272.890   486,486.090   MT  0.99960225   -0 05 31.8
 AC6047
 AC6047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6047!SPC KY1Z     -   0.99998479  x   0.99996835  =   0.99995314
 AC6047!SPC KY S     -   0.99998479  x   0.99994708  =   0.99993187
 AC6047!UTM  16      -   0.99998479  x   0.99960225  =   0.99958705
 AC6047
 AC6047                          SUPERSEDED SURVEY CONTROL
 AC6047
 AC6047.No superseded survey control is available for this station.
 AC6047
 AC6047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8648620273(NAD 83)
 AC6047_MARKER: DD = SURVEY DISK
 AC6047_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6047_STAMPING: M21 A 1995
 AC6047_MARK LOGO: NGS   
 AC6047_PROJECTION: FLUSH
 AC6047_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6047+STABILITY: SURFACE MOTION
 AC6047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6047+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1996
 AC6047_ROD/PIPE-DEPTH:  0.9 meters
 AC6047
 AC6047  HISTORY     - Date     Condition        Report By
 AC6047  HISTORY     - 1995     MONUMENTED       LOWE
 AC6047  HISTORY     - 19960723 GOOD             NGS
 AC6047
 AC6047                          STATION DESCRIPTION
 AC6047
 AC6047'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC6047'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST OF GREEENVILLE
 AC6047'AND 0.8 KM (0.50 MI) EAST OF U.S.  HIGHWAY 62 AT THE MUHLENBURG COUNTY
 AC6047'AIRPORT.  AIRPORT MANAGER IS BILL CISNEY, TELEPHONE NUMBER
 AC6047'502-338-9419.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 176 AND
 AC6047'U.S.  HIGHWAY 62 NEAR THE COURTHOUSE IN GREENVILLE, GO NORTHEAST 3.5
 AC6047'KM (2.15 MI) ON U.S.  HIGHWAY 62 TO A PAVED ROAD RIGHT.  TURN RIGHT
 AC6047'AND GO EASTERLY ON SPARTAN ROAD 0.40 KM (0.25 MI) TO THE JUNCTION OF
 AC6047'STATE HIGHWAY 189, CONTINUE EASTERLY CROSSING STATE HIGHWAY 189.
 AC6047'CONTINUE SOUTHEAST ON AIRPORT ROAD (SPARTAN ROAD NAME CHANGES TO
 AC6047'AIRPORT ROAD) 0.3 KM (0.20 MI) TO THE AIRPORT OFFICE AND GATE ON THE
 AC6047'LEFT.  PASS THROUGH GATE AND GO 0.08 KM (0.05 MI) EAST ACROSS APRON TO
 AC6047'THE JUNCTION OF THE RAMP AND THE TAXIWAY.  TURN LEFT AND GO NORTH ON
 AC6047'THE TAXIWAY 0.4 MILES (0.6 KM) TO STATION ON THE LEFT IN THE GRASS.
 AC6047'THE STATION IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO
 AC6047'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE, RECESSED 0.091 M (0.299 FT)
 AC6047'BELOW GROUND LEVEL AND ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH AN
 AC6047'NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE
 AC6047'SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM
 AC6047'THE BOTTOM OF THE PIPE.  STATION IS 41.7 M (136.8 FT) SOUTHWEST FROM
 AC6047'TAXIWAY LIGHT AT THE TURN AROUND FOR RUNWAY 23.  29.0 M (95.1 FT)
 AC6047'NORTHWEST FROM FIRST TAXIWAY LIGHT SOUTH OF THE NORTH END OF RUNWAY
 AC6047'23.  25.3 M (83.0 FT) NORTH NORTHWEST FROM FIRST RUNWAY LIGHT.  THIS
 AC6047'STATION IS A SECONDARY AIRPORT CONTROL STATION.
 AC6047
 AC6047                          STATION RECOVERY (1996)
 AC6047
 AC6047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AC6047'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST OF GREEENVILLE
 AC6047'AND 0.8 KM (0.50 MI) EAST OF U.S.  HIGHWAY 62 AT THE MUHLENBURG COUNTY
 AC6047'AIRPORT.  AIRPORT MANAGER IS BILL CISNEY, TELEPHONE NUMBER
 AC6047'502-338-9419.  TO REACH FROM THE JUNCTION OF WESTERN KENTUCKY PARKWAY
 AC6047'AND STATE HIGHWAY 181 PROCEED SOUTH ON STATE HIGHWAY 181 FOR 2.4 MI
 AC6047'(3.9 KM) TO THE JUNCTION OF STATE HIGHWAY 181 AND 601.  CONTINUE ON
 AC6047'STATE HIGHWAY 181 FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF STATE
 AC6047'HIGHWAYS 181 AND 189.  TURN LEFT, NORTH, AND PROCEED ON 189 FOR 1.7 MI
 AC6047'(2.7 KM) TO AIRPORT ROAD ON THE RIGHT AND PROCEED 0.20 MI (0.32 KM) TO
 AC6047'THE AIRPORT OFFICE AND OBTAIN THE KEYS.  CONTINUE AHEAD FOR 0.05 MI
 AC6047'(0.08 KM) TO THE GATE ON THE LEFT.  PASS THROUGH GATE AND GO 0.08 KM
 AC6047'(0.05 MI) EAST ACROSS APRON TO THE JUNCTION OF THE RAMP AND THE
 AC6047'TAXIWAY.  TURN LEFT AND GO NORTH ON THE RUNWAY 0.4 MILES (0.6 KM) TO
 AC6047'STATION ON THE LEFT IN THE GRASS.  THE STATION IS THE CENTER OF A 0.05
 AC6047'M (0.16 FT) SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO
 AC6047'PIPE, RECESSED 0.091 M (0.299 FT) BELOW GROUND LEVEL AND ENCASED IN A
 AC6047'0.16 M (0.52 FT) PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.
 AC6047'THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.  STATION IS
 AC6047'41.7 M (136.8 FT) SOUTHWEST FROM TAXIWAY LIGHT AT THE TURN AROUND FOR
 AC6047'RUNWAY 23.  29.0 M (95.1 FT) NORTHWEST FROM FIRST TAXIWAY LIGHT SOUTH
 AC6047'OF THE NORTH END OF RUNWAY 23.  25.3 M (83.0 FT) NORTH NORTHWEST FROM
 AC6047'FIRST RUNWAY LIGHT.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 AC6047'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC6016 ***********************************************************************
 AC6016  SACS        -  This is a Secondary Airport Control Station.
 AC6016  DESIGNATION -  M25 A
 AC6016  PID         -  AC6016
 AC6016  STATE/COUNTY-  KY/GRAVES
 AC6016  USGS QUAD   -  WESTPLAINS (1993)
 AC6016
 AC6016                         *CURRENT SURVEY CONTROL
 AC6016  ___________________________________________________________________
 AC6016* NAD 83(1993)-  36 46 30.68343(N)    088 35 05.26683(W)     ADJUSTED  
 AC6016* NAVD 88     -       157.10   (meters)     515.4    (feet)  GPS OBS   
 AC6016  ___________________________________________________________________
 AC6016  X           -     126,329.233 (meters)                     COMP
 AC6016  Y           -  -5,113,511.278 (meters)                     COMP
 AC6016  Z           -   3,797,516.183 (meters)                     COMP
 AC6016  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 AC6016  ELLIP HEIGHT-         128.83  (meters)          (01/09/97) GPS OBS
 AC6016  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AC6016
 AC6016  HORZ ORDER  -  FIRST
 AC6016  ELLP ORDER  -  FOURTH    CLASS I
 AC6016
 AC6016.This mark is at Mayfield-Graves County Airport (M25)
 AC6016
 AC6016.The horizontal coordinates were established by GPS observations
 AC6016.and adjusted by the National Geodetic Survey in January 1997..
 AC6016
 AC6016.The orthometric height was determined by GPS observations and a
 AC6016.high-resolution geoid model.
 AC6016
 AC6016.GPS derived orthometric heights for airport stations designated as
 AC6016.PACS or SACS are published to 2 decimal places.  This maintains
 AC6016.centimeter relative accuracy between the PACS and SACS.  It does
 AC6016.not indicate centimeter accuracy relative to other marks which are
 AC6016.part of the NAVD 88 network.
 AC6016
 AC6016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6016
 AC6016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6016
 AC6016.The ellipsoidal height was determined by GPS observations
 AC6016.and is referenced to NAD 83.
 AC6016
 AC6016.The geoid height was determined by GEOID03.
 AC6016
 AC6016;                    North         East     Units Scale Factor Converg.
 AC6016;SPC KY1Z     - 1,052,884.659 1,246,945.775   MT  1.00008797   -1 44 25.6
 AC6016;SPC KY1Z     - 3,454,339.09  4,091,021.26   sFT  1.00008797   -1 44 25.6
 AC6016;SPC KY S     -   552,830.927   246,968.946   MT  0.99999267   -1 43 09.1
 AC6016;SPC KY S     - 1,813,746.13    810,263.95   sFT  0.99999267   -1 43 09.1
 AC6016;UTM  16      - 4,071,105.073   358,571.852   MT  0.99984642   -0 56 56.2
 AC6016
 AC6016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6016!SPC KY1Z     -   0.99997978  x   1.00008797  =   1.00006775
 AC6016!SPC KY S     -   0.99997978  x   0.99999267  =   0.99997245
 AC6016!UTM  16      -   0.99997978  x   0.99984642  =   0.99982621
 AC6016
 AC6016                          SUPERSEDED SURVEY CONTROL
 AC6016
 AC6016.No superseded survey control is available for this station.
 AC6016
 AC6016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF5857271105(NAD 83)
 AC6016_MARKER: DD = SURVEY DISK
 AC6016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6016_STAMPING: M25 A 1995
 AC6016_MARK LOGO: NGS   
 AC6016_PROJECTION: FLUSH
 AC6016_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6016+STABILITY: SURFACE MOTION
 AC6016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6016+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1996
 AC6016_ROD/PIPE-DEPTH: 1    meters
 AC6016
 AC6016  HISTORY     - Date     Condition        Report By
 AC6016  HISTORY     - 1995     MONUMENTED       LOWE
 AC6016  HISTORY     - 19960728 GOOD             NGS
 AC6016
 AC6016                          STATION DESCRIPTION
 AC6016
 AC6016'DESCRIBED BY LOWE ENGINEERS 1995 (LDS)
 AC6016'THE STATION IS LOCATED ABOUT 30.6 KM (19.00 MI) SOUTH-SOUTHEAST OF
 AC6016'PADUCAH AND NORTH-NORTHEAST OF MAYFIELD AT THE MAYFIELD GRAVES COUNTY
 AC6016'AIRPORT.  AIRPORT MANAGER IS JAN BRISTOW, TELEPHONE NUMBER IS
 AC6016'502-247-6866.  TO REACH THE STATION FROM THE COURTHOUSE IN MAYFIELD,
 AC6016'GO EASTERLY ON STATE ROADS 55 AND 80 FOR 5.6 KM (3.45 MI) TO A PAVED
 AC6016'ROAD LEFT. TURN LEFT ON AIRPORT ROAD AND GO NORTH 0.3 KM (0.20 MI) TO
 AC6016'AIRPORT OFFICE AND GATE AHEAD.  PASS THROUGH GATE AND GO WEST ACROSS
 AC6016'APRON TO THE JUNCTION OF THE RAMP AND RUNWAY.  CROSS RUNWAY AND GO
 AC6016'0.08 KM (0.05 MI) WEST TO THE INTERSECTION OF THE RUNWAY AND TAXIWAY.
 AC6016'TURN RIGHT AND GO NORTH 1.0 KM (0.60 MI) TO STATION ON THE RIGHT IN
 AC6016'THE GRASS BETWEEN THE RUNWAY AND TAXIWAY.  THE STATION IS THE CENTER
 AC6016'OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO
 AC6016'PIPE ENCASED IN A 16 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY
 AC6016'CONCRETE.  LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.  THREE
 AC6016'CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AC6016'STATION IS 59.4 M (194.9 FT) DUE WEST FROM THE CENTERLINE OF THE
 AC6016'RUNWAY.  49.4 M (162.1 FT) NORTHWEST FROM THE FIRST RUNWAY LIGHT
 AC6016'NORTH.  34.6 M (113.5 FT) SOUTHWEST FROM THE CENTERLINE OF THE RAMP AT
 AC6016'HOLD LINE.  16.9 M (55.4 FT) EAST FROM THE CENTERLINE OF THE TAXIWAY
 AC6016'AT THE POINT OF CURVE TO THE RAMP TO RUNWAY 18.  THIS STATION IS A
 AC6016'SECONDARY AIRPORT CONTROL STATION.
 AC6016
 AC6016                          STATION RECOVERY (1996)
 AC6016
 AC6016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 AC6016'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 AC6016'(SAC) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2682 ***********************************************************************
 GZ2682  DESIGNATION -  MACK
 GZ2682  PID         -  GZ2682
 GZ2682  STATE/COUNTY-  KY/WASHINGTON
 GZ2682  USGS QUAD   -  MACKVILLE (1979)
 GZ2682
 GZ2682                         *CURRENT SURVEY CONTROL
 GZ2682  ___________________________________________________________________
 GZ2682* NAD 83(1993)-  37 44 26.55810(N)    085 04 02.33568(W)     ADJUSTED  
 GZ2682* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 GZ2682  ___________________________________________________________________
 GZ2682  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 GZ2682  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 GZ2682
 GZ2682  HORZ ORDER  -  FIRST
 GZ2682
 GZ2682.The horizontal coordinates were established by classical geodetic methods
 GZ2682.and adjusted by the National Geodetic Survey in December 1995..
 GZ2682
 GZ2682.The orthometric height was scaled from a topographic map.
 GZ2682
 GZ2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2682
 GZ2682.The geoid height was determined by GEOID03.
 GZ2682
 GZ2682;                    North         East     Units Scale Factor Converg.
 GZ2682;SPC KY1Z     - 1,156,414.127 1,560,166.279   MT  0.99990773   +0 25 08.9
 GZ2682;SPC KY1Z     - 3,794,002.01  5,118,645.53   sFT  0.99990773   +0 25 08.9
 GZ2682;SPC KY S     -   656,403.260   560,170.070   MT  0.99997052   +0 24 50.5
 GZ2682;SPC KY S     - 2,153,549.70  1,837,824.64   sFT  0.99997052   +0 24 50.5
 GZ2682;UTM  16      - 4,178,805.290   670,288.418   MT  0.99995718   +1 10 59.7
 GZ2682
 GZ2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2682!SPC KY1Z     -   0.99996085  x   0.99990773  =   0.99986858
 GZ2682!SPC KY S     -   0.99996085  x   0.99997052  =   0.99993137
 GZ2682!UTM  16      -   0.99996085  x   0.99995718  =   0.99991803
 GZ2682
 GZ2682|---------------------------------------------------------------------|
 GZ2682| PID    Reference Object                     Distance      Geod. Az  |
 GZ2682|                                                           dddmmss.s |
 GZ2682| CG8879 MACK RM 3                            24.886 METERS 03632     |
 GZ2682| CG8877 MACK RM 1                            28.417 METERS 18401     |
 GZ2682| CG8880 MACK RM 4                            19.170 METERS 18748     |
 GZ2682| CG8878 MACK RM 2                            18.428 METERS 30041     |
 GZ2682| CG8876 MACK AZ MK                                         3404857.3 |
 GZ2682|---------------------------------------------------------------------|
 GZ2682
 GZ2682                          SUPERSEDED SURVEY CONTROL
 GZ2682
 GZ2682  NAD 83(1986)-  37 44 26.56718(N)    085 04 02.34370(W) AD(       ) 1
 GZ2682  NAD 27      -  37 44 26.31800(N)    085 04 02.47700(W) AD(       ) 1
 GZ2682
 GZ2682.Superseded values are not recommended for survey control.
 GZ2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2682.See file dsdata.txt to determine how the superseded data were derived.
 GZ2682
 GZ2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG7028878805(NAD 83)
 GZ2682_MARKER: DS = TRIANGULATION STATION DISK
 GZ2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2682
 GZ2682  HISTORY     - Date     Condition        Report By
 GZ2682  HISTORY     - 1928     MONUMENTED       CGS
 GZ2682  HISTORY     - 1935     GOOD             CGS
 GZ2682  HISTORY     - 1940     GOOD             CGS
 GZ2682  HISTORY     - 1966     GOOD             CGS
 GZ2682
 GZ2682                          STATION DESCRIPTION
 GZ2682
 GZ2682'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 GZ2682'ABOUT 1/4 MILE NW OF MACKVILLE POST OFFICE, 9 MILES NE OF
 GZ2682'SPRINGFIELD, BETWEEN A GARAGE AND AN OLD BARN, ON LAND OWNED BY
 GZ2682'JOHN PETERS, WHO LIVES IN MACKVILLE, THE FARMHOUSE HAVING BURNED.
 GZ2682'
 GZ2682'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GZ2682'SET IN CONCRETE.
 GZ2682'
 GZ2682'REFERENCE MARK NO. 1 (S). IN NW CORNER OF YARD, 20 FEET E OF FENCE
 GZ2682'LINE.
 GZ2682'
 GZ2682'REFERENCE MARK NO. 2 (NW). IN SW CORNER OF PASTURE JOINING BARNYARD.
 GZ2682'
 GZ2682'AZIMUTH MARK (N). IN CONCRETE POST IN SE CORNER OF MACKVILLE
 GZ2682'CEMETERY. TABLET STAMPED AZIMUTH TO MACK.
 GZ2682'
 GZ2682'A 90-FOOT STEEL TOWER.
 GZ2682
 GZ2682                          STATION RECOVERY (1935)
 GZ2682
 GZ2682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GZ2682'SURFACE AND REFERENCE MARKERS IN GOOD CONDITION. DESCRIPTION IS
 GZ2682'EASILY FOLLOWED AND IS CORRECT.
 GZ2682
 GZ2682                          STATION RECOVERY (1940)
 GZ2682
 GZ2682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (WPA)
 GZ2682'THE FOLLOWING IS QUOTED FROM A REPORT RECEIVED FROM J. A. THOMAS,
 GZ2682'PROJECT ENGINEER--
 GZ2682'
 GZ2682'ON JULY 31 WE MOVED THE REFERENCE MARK AT MACKVILLE IN WASHINGTON
 GZ2682'COUNTY, ACCORDING TO YOUR INSTRUCTIONS. SINCE WE DID NOT HAVE A NEW
 GZ2682'BRONZE DISK MARKER TO USE, IT WAS NECESSARY TO DIG UP THE REFERENCE
 GZ2682'MARK, BASE AND ALL, AND MOVE SAME TO THE NEWLY SELECTED POSITION AT
 GZ2682'THE EDGE OF THE RIGHT-OF-WAY OF THE NEW ROAD. THE R. M. WAS FIRMLY
 GZ2682'PLACED IN THE GROUND AT THE NEW POSITION AND NEW CONCRETE WAS
 GZ2682'POURED AROUND THE OLD CONCRETE BASE FOR A DEPTH OF ONE FOOT AND
 GZ2682'ALLOWED TO SET. THEN THE HOLE WAS BACK FILLED WITH EARTH AND
 GZ2682'TAMPED. WITH THE TRANSIT CENTERED OVER THE STATION MARK WE MEASURED
 GZ2682'THE ANGLE BETWEEN R. M. 1 AND MOVED R. M. 2, USING 10 REPETITIONS IN
 GZ2682'MEASURING. THE ANGLE WAS EXACTLY 60 DEG 30 MIN, MAKING THE
 GZ2682'AZIMUTH OF THE MOVED MARK NO.2, 48 DEG 16 MIN 41.5 SEC. THE
 GZ2682'HORIZONTAL DISTANCE TO THE R.M. WAS 77.00 FEET AS
 GZ2682'NEARLY AS WE COULD MEASURE IT.
 GZ2682
 GZ2682                          STATION RECOVERY (1966)
 GZ2682
 GZ2682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 GZ2682'THE STATION AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 GZ2682'CONDITION.  REFERENCE MARK NO. 1 WAS REMOVED BY MR. KENNETH RILEY
 GZ2682'WHO OWNS THE PROPERTY.  A COMPLETE AND THOROUGH SEARCH WAS MADE FOR
 GZ2682'REFERENCE MARK NO. 2 WHICH WAS MOVED BY W. P. A.  PROJECT
 GZ2682'ENGINEER IN 1940, BUT IT COULD NOT BE FOUND AND THE MARK IS THOUGHT
 GZ2682'TO HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION IN THE AREA.  TWO
 GZ2682'NEW REFERENCE MARKS, NO. 3 AND NO. 4 WERE ESTABLISHED DURING
 GZ2682'THIS OCCUPATION.
 GZ2682'
 GZ2682'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 GZ2682'
 GZ2682'THE STATION IS LOCATED ABOUT 0.25 MILE NORTH OF MACKVILLE, IN A BARN
 GZ2682'LOT, AND ON THE PROPERTY OF MR. KENNETH RILEY.
 GZ2682'
 GZ2682'TO REACH FROM THE JUNCTION OF STATE ROUTES 152 AND 433 IN MACKVILLE,
 GZ2682'GO NORTHERLY ON STATE ROUTE 433 FOR 0.25 MILE TO THE FARM HOME OF
 GZ2682'MR. KENNETH RILEY ON THE RIGHT AND THE STATION IN A BARN LOT AS
 GZ2682'DESCRIBED.
 GZ2682'
 GZ2682'THE STATION IS 47 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GZ2682'433, 43 FEET SOUTH OF AN 18-INCH MAPLE TREE, 32 FEET WEST-SOUTHWEST
 GZ2682'OF THE NORTHWEST CORNER OF A BARN, 27 FEET WEST-NORTHWEST OF THE
 GZ2682'SOUTHWEST CORNER OF THE BARN, 20 FEET EAST-NORTHEAST OF A T-FENCE
 GZ2682'CORNER, 16 FEET EAST OF A FENCE, 11 FEET NORTH OF A FENCE, AND 8
 GZ2682'FEET NORTH OF AN 18-INCH LOCUST TREE.  IT IS A STANDARD DISK SET IN
 GZ2682'THE TOP INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE SURFACE AND
 GZ2682'THE DISK IS STAMPED MACK 1928.
 GZ2682'
 GZ2682'REFERENCE MARK NO. 3 IS 25 FEET NORTH OF THE NORTHEAST CORNER OF THE
 GZ2682'BARN, 24 FEET WEST OF A 24-INCH COTTONWOOD TREE, 22 FEET EAST OF A
 GZ2682'24-INCH MAPLE TREE, AND 16 FEET NORTH OF THE APPROXIMATE CENTER OF
 GZ2682'A STONE CISTERN.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GZ2682'THE CONCRETE BASE OF A DIPPING VAT, AND THE DISK IS STAMPED MAC NO 3
 GZ2682'1928 1966.
 GZ2682'
 GZ2682'REFERENCE MARK NO. 4 IS LOCATED NEAR THE NORTHWEST CORNER OF THE FARM
 GZ2682'HOME YARD, 27 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GZ2682'433, 19 FEET NORTH-NORTHEAST OF A BRACED TELEPHONE POLE, 16 FEET
 GZ2682'SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY AND LARGE WOODEN
 GZ2682'GATE, AND 5 FEET SOUTH OF A 20-INCH LOCUST TREE.  IT IS A STANDARD
 GZ2682'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 GZ2682'PROJECTS 5 INCHES AND THE DISK IS STAMPED MACK NO 4 1928 1966.
 GZ2682'
 GZ2682'DUE TO THE BARN BEING ON LINE, THE HORIZONTAL DISTANCE BETWEEN
 GZ2682'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 COULD NOT BE MEASURED.
 GZ2682'
 GZ2682'THE AZIMUTH MARK IS LOCATED IN THE PETERS CEMETERY (MACKVILLE
 GZ2682'CEMETERY) ABOUT 0.2 MILE NORTH OF THE STATION.  IT IS 58 FEET
 GZ2682'WEST-NORTHWEST OF THE CENTER OF THE STONE MASONRY ENTRANCE TO THE
 GZ2682'CEMETERY, 28 FEET NORTH OF THE CEMETERY FENCE AT POINT OF CURVE,
 GZ2682'18 FEET OF THE APPROXIMATE CENTER OF THE CEMETERY DRIVE, AND 8.5
 GZ2682'FEET SOUTHEAST OF THE SOUTH EDGE OF THE GOOGEY FAMILY HEADSTONE.
 GZ2682'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 GZ2682'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS
 GZ2682'STAMPED AZIMUTH TO MACK 1928.
 GZ2682'
 GZ2682'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ON
 GZ2682'STATE ROUTE 433 FOR 0.2 MILE TO THE CEMETERY ENTRANCE ON THE LEFT
 GZ2682'AND THE MARK AS DESCRIBED.
 GZ2682'
 GZ2682'AIRLINE DISTANCE AND DIRECTION FROM THE NEAREST TOWN--0.25 MILE NORTH
 GZ2682'OF MACKVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2501 ***********************************************************************
 GC2501  DESIGNATION -  MACK RESET
 GC2501  PID         -  GC2501
 GC2501  STATE/COUNTY-  KY/CHRISTIAN
 GC2501  USGS QUAD   -  PEMBROKE (1981)
 GC2501
 GC2501                         *CURRENT SURVEY CONTROL
 GC2501  ___________________________________________________________________
 GC2501* NAD 83(1993)-  36 46 46.26459(N)    087 21 05.01169(W)     ADJUSTED  
 GC2501* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 GC2501  ___________________________________________________________________
 GC2501  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 GC2501  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2501
 GC2501  HORZ ORDER  -  THIRD
 GC2501
 GC2501.The horizontal coordinates were established by classical geodetic methods
 GC2501.and adjusted by the National Geodetic Survey in December 1995..
 GC2501
 GC2501.The orthometric height was scaled from a topographic map.
 GC2501
 GC2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2501
 GC2501.The geoid height was determined by GEOID03.
 GC2501
 GC2501;                    North         East     Units Scale Factor Converg.
 GC2501;SPC KY1Z     - 1,050,747.849 1,357,041.541   MT  1.00008654   -0 58 59.5
 GC2501;SPC KY1Z     - 3,447,328.57  4,452,227.12   sFT  1.00008654   -0 58 59.5
 GC2501;SPC KY S     -   550,726.277   357,054.893   MT  0.99999194   -0 58 16.3
 GC2501;SPC KY S     - 1,806,841.13  1,171,437.59   sFT  0.99999194   -0 58 16.3
 GC2501;UTM  16      - 4,070,471.604   468,644.411   MT  0.99961211   -0 12 37.4
 GC2501
 GC2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2501!SPC KY1Z     -   0.99997545  x   1.00008654  =   1.00006199
 GC2501!SPC KY S     -   0.99997545  x   0.99999194  =   0.99996739
 GC2501!UTM  16      -   0.99997545  x   0.99961211  =   0.99958757
 GC2501
 GC2501|---------------------------------------------------------------------|
 GC2501| PID    Reference Object                     Distance      Geod. Az  |
 GC2501|                                                           dddmmss.s |
 GC2501| AI6902 MACK RM 1                            24.231 METERS 08951     |
 GC2501| GC2455 TRENTON MUNICIPAL TANK              APPROX.10.2 KM 1274929.0 |
 GC2501| AI6903 MACK AZ MK                                         2155816.9 |
 GC2501| AI6904 MACK RM 2                            19.847 METERS 24320     |
 GC2501| GC2500 PEMBROKE N MUNICIPAL TANK            79.704 METERS 32544     |
 GC2501| GC2502 PEMBROKE S MUNICIPAL TANK             9.170 METERS 35023     |
 GC2501|---------------------------------------------------------------------|
 GC2501
 GC2501                          SUPERSEDED SURVEY CONTROL
 GC2501
 GC2501  NAD 83(1986)-  36 46 46.27391(N)    087 21 05.01493(W) AD(       ) 3
 GC2501  NAD 27      -  36 46 46.11500(N)    087 21 04.99700(W) AD(       ) 3
 GC2501
 GC2501.Superseded values are not recommended for survey control.
 GC2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2501.See file dsdata.txt to determine how the superseded data were derived.
 GC2501
 GC2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6864470472(NAD 83)
 GC2501_MARKER: DS = TRIANGULATION STATION DISK
 GC2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2501_STAMPING: MACK 1953 1981
 GC2501_MARK LOGO: NGS   
 GC2501_PROJECTION: RECESSED 50 CENTIMETERS
 GC2501_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2501
 GC2501  HISTORY     - Date     Condition        Report By
 GC2501  HISTORY     - 1981     MONUMENTED       NGS
 GC2501
 GC2501                          STATION DESCRIPTION
 GC2501
 GC2501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GC2501'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 GC2501'CONDITION.  THE SURFACE STATION MARK WAS FOUND DESTROYED.  REFERENCE
 GC2501'MARK 1 WAS FOUND WITH THE UPPER 0.3 METERS (1.0 FT) EXPOSED BY GRADING
 GC2501'AND COULD POSSIBLY BE DESTROYED IN THE FUTURE.  THE MARK WAS LEFT AS
 GC2501'FOUND AT THE REQUEST OF THE PROPERTY OWNER.  THE AZIMUTH MARK WAS NOT
 GC2501'FOUND AND IS THOUGHT DESTROYED BY GRADING AT THE SITE.  THE DISTANCE
 GC2501'TO THE REFERENCE MARKS CHECKED AS DID THE DIRECTION BETWEEN THEM.  A
 GC2501'NEW SURFACE STATION MARK AND REFERENCE MARK 3 WERE SET.  A NEW
 GC2501'DESCRIPTION FOLLOWS.
 GC2501'THE STATION IS LOCATED IN THE TOWN OF PEMBROKE ON THE PROPERTY OF
 GC2501'GEORGE MACK, GEN DEL PEMBROKE KY, 60.7 METERS (199.1 FT) SE OF THE SE
 GC2501'LEG OF THE PEMBROKE MUNICIPAL WATER TANK 39.6 METERS (129.9 FT) NE OF
 GC2501'A POWER LINE TRANSFORMER POLE 23.8 METERS (78.1 FT) E OF POWER POLE 3G
 GC2501'32 39 45.4 METERS (148.9 FT) SE OF THE SE CORNER OF CARPORT OF A HOUSE
 GC2501'AND IN A CULTIVATED FIELD.  THE MONUMENT IS 0.5 METERS (1.6 FT)
 GC2501'UNDERGROUND AND THE DISK IS STAMPED--MACK 1953 1981. REFERENCE MARK NO
 GC2501'1 IS 37.5 METERS (123.0 FT) SE OF A POWER POLE AND 58.5 METERS (191.9
 GC2501'FT) NW OF A POWER POLE.  THE MONUMENT PROJECTS 0.5 METERS (1.6 FT) AND
 GC2501'THE DISK IS STAMPED--MACK NO 1 1953--. REFERENCE MARK NO 2 IS 32.3
 GC2501'METER (106.0 FT) SE OF THE SE CORNER OF THE CARPOST 5.5 METERS (18.0
 GC2501'FT) SE OF  POWERPOLE 3G 32 39 AND 20.1 METERS (65.9 FT) NE OF A POWER
 GC2501'LINE TRANSFORMER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GC2501'STAMPED--MACK NO 2 1953--. REFERENCE MARK 3 IS 39.9 METERS (130.9 FT)
 GC2501'SE OF THE SE LEG OF THE WATER TANK, 0.3 METERS (1.0 FT) SE OF A METAL
 GC2501'WITNESS POST, 1.5 METERS (4.9 FT) SW OF A POWER POLE AND 9.8 METERS
 GC2501'(32.2 FT) NE OF A 0.2 METERS (0.7 FT) APPLE TREE.  THE MONUMENT IS
 GC2501'FLUSH AND THE DISK IS STAMPED---MACK 1953 NO 3 1981---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2741 ***********************************************************************
 GZ2741  DESIGNATION -  MACKS
 GZ2741  PID         -  GZ2741
 GZ2741  STATE/COUNTY-  KY/HART
 GZ2741  USGS QUAD   -  HUDGINS (1961)
 GZ2741
 GZ2741                         *CURRENT SURVEY CONTROL
 GZ2741  ___________________________________________________________________
 GZ2741* NAD 83(1993)-  37 16 02.32992(N)    085 42 10.42136(W)     ADJUSTED  
 GZ2741* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 GZ2741  ___________________________________________________________________
 GZ2741  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 GZ2741  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GZ2741
 GZ2741  HORZ ORDER  -  SECOND
 GZ2741
 GZ2741.The horizontal coordinates were established by classical geodetic methods
 GZ2741.and adjusted by the National Geodetic Survey in December 1995..
 GZ2741
 GZ2741.The orthometric height was scaled from a topographic map.
 GZ2741
 GZ2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2741
 GZ2741.The geoid height was determined by GEOID03.
 GZ2741
 GZ2741;                    North         East     Units Scale Factor Converg.
 GZ2741;SPC KY1Z     - 1,103,657.918 1,504,178.024   MT  0.99996106   +0 01 44.1
 GZ2741;SPC KY1Z     - 3,620,917.69  4,934,957.40   sFT  0.99996106   +0 01 44.1
 GZ2741;SPC KY S     -   603,648.458   504,177.961   MT  0.99994608   +0 01 42.8
 GZ2741;SPC KY S     - 1,980,469.98  1,654,123.86   sFT  0.99994608   +0 01 42.8
 GZ2741;UTM  16      - 4,125,315.415   615,008.688   MT  0.99976293   +0 47 07.9
 GZ2741
 GZ2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2741!SPC KY1Z     -   0.99995321  x   0.99996106  =   0.99991427
 GZ2741!SPC KY S     -   0.99995321  x   0.99994608  =   0.99989929
 GZ2741!UTM  16      -   0.99995321  x   0.99976293  =   0.99971615
 GZ2741
 GZ2741:                Primary Azimuth Mark                     Grid Az
 GZ2741:SPC KY1Z     -  MACKS AZ MK                              049 24 40.7
 GZ2741:SPC KY S     -  MACKS AZ MK                              049 24 42.0
 GZ2741:UTM  16      -  MACKS AZ MK                              048 39 16.9
 GZ2741
 GZ2741|---------------------------------------------------------------------|
 GZ2741| PID    Reference Object                     Distance      Geod. Az  |
 GZ2741|                                                           dddmmss.s |
 GZ2741| CG8881 MACKS AZ MK                                        0492624.8 |
 GZ2741| CG8883 MACKS RM 2                           17.855 METERS 09933     |
 GZ2741| CG8882 MACKS RM 1                           16.968 METERS 34008     |
 GZ2741|---------------------------------------------------------------------|
 GZ2741
 GZ2741                          SUPERSEDED SURVEY CONTROL
 GZ2741
 GZ2741  NAD 83(1986)-  37 16 02.33827(N)    085 42 10.42926(W) AD(       ) 2
 GZ2741  NAD 27      -  37 16 02.13300(N)    085 42 10.53700(W) AD(       ) 2
 GZ2741
 GZ2741.Superseded values are not recommended for survey control.
 GZ2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2741.See file dsdata.txt to determine how the superseded data were derived.
 GZ2741
 GZ2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG1500925315(NAD 83)
 GZ2741_MARKER: DS = TRIANGULATION STATION DISK
 GZ2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2741
 GZ2741  HISTORY     - Date     Condition        Report By
 GZ2741  HISTORY     - 1951     MONUMENTED       CGS
 GZ2741
 GZ2741                          STATION DESCRIPTION
 GZ2741
 GZ2741'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2741'STATION IS LOCATED ABOUT 11 MILES WEST OF GREENSBURG AND 4 MILES EAST
 GZ2741'OF CANMER ON THE HIGHEST POINT OF THE MOST SOUTHERLY ONE OF
 GZ2741'TWO PROMINENT HILLS LOCALLY KNOWN AS MACKS KNOB AND ON LAND OWNED BY
 GZ2741'MRS. LEE OBANION. IT IS 34 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 GZ2741'24 INCH OAK TREE, 26 FEET WEST OF A TRIANGULAR BLAZED 20 INCH OAK
 GZ2741'TREE AND 6 FEET NORTHWEST OF A WHITE WITNESS POST. THE MARK
 GZ2741'PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED MACKS 1951.
 GZ2741'
 GZ2741'REFERENCE MARK NO. 1 IS SET ON THE NORTH SLOPE OF THE HILL ABOUT 4
 GZ2741'FEET LOWER IN ELEVATION THAN THE STATION MARK. THE MARK PROJECTS
 GZ2741'ABOUT 4 INCHES AND THE DISK STAMPED MACKS NO. 1 1951.
 GZ2741'
 GZ2741'REFERENCE MARK NO. 2 IS SET ON THE EAST SLOPE OF THE HILL ABOUT 4
 GZ2741'FEET LOWER IN ELEVATION THAN THE STATION MARK. THE MARK PROJECTS
 GZ2741'ABOUT 4 INCHES AND THE DISK STAMPED MACKS NO. 2 1951.
 GZ2741'
 GZ2741'THE AZIMUTH MARK IS 12 FEET SOUTH OF SOUTH GATE POST, 2 FEET
 GZ2741'SOUTHWEST OF WHITE WITNESS POST AND 1 FOOT WEST OF FENCE LINE. THE
 GZ2741'MARK PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED MACKS 1951.
 GZ2741'
 GZ2741'TO REACH THE STATION FROM THE CENTER OF TOWN IN CANMER, GO NORTH ON
 GZ2741'U.S.HIGHWAY NO. 31 E FOR 0.15 MILE TO SIDE ROAD JUST AFTER
 GZ2741'PASSING SMALL FRAME STORE ON RIGHT, TURN RIGHT AND FOLLOW WINDING
 GZ2741'GRAVELED ROAD EAST FOR 3.1 MILES TO SIDE ROAD RIGHT, (THIS IS WHERE
 GZ2741'POWER LINE CROSSES ROAD), CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD
 GZ2741'KEEPING TO THE RIGHT AT SIDE ROAD LEFT FOR 1.4 MILE TO TOP OF
 GZ2741'HILL AND SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW WOODS ROAD WEST AND
 GZ2741'SOUTHWEST FOR 0.35 MILE TO FRAME HOUSE ON THE LEFT, TURN RIGHT FOR
 GZ2741'ABOUT 200 FEET TO GATE INTO BARN YARD AND AZIMUTH MARK AS
 GZ2741'DESCRIBED, PASS THROUGH GATE, TURN LEFT FOR ABOUT 100 FEET TO LANE ON
 GZ2741'THE RIGHT, TURN RIGHT AND FOLLOW LANE ROAD FOR ABOUT 0.05 MILE TO
 GZ2741'DEEP WASH, BEAR LEFT UP BANK AND FOLLOW FIELD ROAD WEST TO WIRE GATE
 GZ2741'IN FENCE LINE , PASS THROUGH GATE AND FOLLOW TRACK ROAD UP HILL
 GZ2741'AND AROUND THE EAST SIDE OF HILL TO SOUTH END, THENCE RIGHT NORTH UP
 GZ2741'HILL TO HIGHEST POINT AND STATION AS DESCRIBED. DISTANCE FROM
 GZ2741'AZIMUTH MARK TO STATION 0.75 MILE.
 GZ2741'
 GZ2741'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1745 ***********************************************************************
 HA1745  CBN         -  This is a Cooperative Base Network Control Station.
 HA1745  PACS        -  This is a Primary Airport Control Station.
 HA1745  DESIGNATION -  MADIPORT
 HA1745  PID         -  HA1745
 HA1745  STATE/COUNTY-  KY/HOPKINS
 HA1745  USGS QUAD   -  MADISONVILLE EAST (1978)
 HA1745
 HA1745                         *CURRENT SURVEY CONTROL
 HA1745  ___________________________________________________________________
 HA1745* NAD 83(1993)-  37 21 19.25640(N)    087 23 55.49895(W)     ADJUSTED  
 HA1745* NAVD 88     -       126.05   (meters)     413.5    (feet)  GPS OBS   
 HA1745  ___________________________________________________________________
 HA1745  X           -     230,383.984 (meters)                     COMP
 HA1745  Y           -  -5,071,007.373 (meters)                     COMP
 HA1745  Z           -   3,848,873.295 (meters)                     COMP
 HA1745  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 HA1745  ELLIP HEIGHT-          95.86  (meters)          (11/03/04) GPS OBS
 HA1745  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 HA1745
 HA1745  HORZ ORDER  -  B
 HA1745  ELLP ORDER  -  THIRD     CLASS I
 HA1745
 HA1745.This mark is at Madisonville Airport (2I0)
 HA1745
 HA1745.The horizontal coordinates were established by GPS observations
 HA1745.and adjusted by the National Geodetic Survey in January 1997..
 HA1745
 HA1745.The orthometric height was determined by GPS observations and a
 HA1745.high-resolution geoid model.
 HA1745
 HA1745.GPS derived orthometric heights for airport stations designated as
 HA1745.PACS or SACS are published to 2 decimal places.  This maintains
 HA1745.centimeter relative accuracy between the PACS and SACS.  It does
 HA1745.not indicate centimeter accuracy relative to other marks which are
 HA1745.part of the NAVD 88 network.
 HA1745
 HA1745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1745
 HA1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1745
 HA1745.The ellipsoidal height was determined by GPS observations
 HA1745.and is referenced to NAD 83.
 HA1745
 HA1745.The geoid height was determined by GEOID03.
 HA1745
 HA1745;                    North         East     Units Scale Factor Converg.
 HA1745;SPC KY1Z     - 1,114,717.108 1,353,943.287   MT  0.99994603   -1 00 44.2
 HA1745;SPC KY1Z     - 3,657,201.05  4,442,062.27   sFT  0.99994603   -1 00 44.2
 HA1745;SPC KY S     -   614,691.828   353,943.183   MT  0.99994547   -0 59 59.7
 HA1745;SPC KY S     - 2,016,701.44  1,161,228.59   sFT  0.99994547   -0 59 59.7
 HA1745;UTM  16      - 4,134,368.135   464,686.531   MT  0.99961536   -0 14 31.0
 HA1745
 HA1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1745!SPC KY1Z     -   0.99998496  x   0.99994603  =   0.99993099
 HA1745!SPC KY S     -   0.99998496  x   0.99994547  =   0.99993043
 HA1745!UTM  16      -   0.99998496  x   0.99961536  =   0.99960032
 HA1745
 HA1745:                Primary Azimuth Mark                     Grid Az
 HA1745:SPC KY1Z     -  MADIPORT AZ MK                           052 41 02.8
 HA1745:SPC KY S     -  MADIPORT AZ MK                           052 40 18.3
 HA1745:UTM  16      -  MADIPORT AZ MK                           051 54 49.6
 HA1745
 HA1745|---------------------------------------------------------------------|
 HA1745| PID    Reference Object                     Distance      Geod. Az  |
 HA1745|                                                           dddmmss.s |
 HA1745| HA1746 MADIPORT AZ MK                      APPROX. 0.6 KM 0514018.6 |
 HA1745|---------------------------------------------------------------------|
 HA1745
 HA1745                          SUPERSEDED SURVEY CONTROL
 HA1745
 HA1745  ELLIP H (01/09/97)   95.88   (m)                       GP(       ) 4 1
 HA1745  NAD 83(1993)-  37 21 19.25506(N)    087 23 55.49669(W) AD(       ) 3
 HA1745  ELLIP H (12/20/95)   95.96   (m)                       GP(       ) 4 1
 HA1745  NAD 83(1986)-  37 21 19.26685(N)    087 23 55.50063(W) AD(       ) 3
 HA1745  NGVD 29 (11/06/89)  126.1    (m)          414.     (f) GPS OBS        
 HA1745
 HA1745.Superseded values are not recommended for survey control.
 HA1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1745.See file dsdata.txt to determine how the superseded data were derived.
 HA1745
 HA1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG6468734368(NAD 83)
 HA1745_MARKER: I = METAL ROD
 HA1745_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1745_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HA1745_STAMPING: MADIPORT 1989
 HA1745_MARK LOGO: NGS   
 HA1745_PROJECTION: FLUSH
 HA1745_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1745+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 HA1745_ROD/PIPE-DEPTH: 4.30 meters
 HA1745_SLEEVE-DEPTH  : 0.90 meters
 HA1745
 HA1745  HISTORY     - Date     Condition        Report By
 HA1745  HISTORY     - 1989     MONUMENTED       NGS
 HA1745  HISTORY     - 19951020 GOOD             LOWE
 HA1745  HISTORY     - 19960721 GOOD             NGS
 HA1745  HISTORY     - 20030107 GOOD             WOOLPT
 HA1745
 HA1745                          STATION DESCRIPTION
 HA1745
 HA1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HA1745'THE STATION IS IN THE SMALL TOWN OF ANTON, ABOUT 6 MILES EAST OF
 HA1745'MADISONVILLE AND AT THE MADISONVILLE MUNICIPAL AIRPORT.
 HA1745'OWNERSHIP--MADISONVILLE FLYING SERVICE INC., P.O. BOX 7O6,
 HA1745'MADISONVILLE, KY 42431, PHONE 502-821-3453.  AIRPORT MANAGER IS EDWARD
 HA1745'T. GOODE.
 HA1745'TO REACH THE STATION FROM THE HOPKINS COUNTY COURTHOUSE IN DOWNTOWN
 HA1745'MADISONVILLE, DRIVE EAST FOR 7.41 KM (4.60 MI) ON STATE ROAD 70 TO THE
 HA1745'SPLIT OF STATE ROADS 70 AND 85.  CONTINUE DRIVING EAST FOR 2.77 KM
 HA1745'(1.70 MI) ON STATE ROAD 85, ENTERING THE TOWN OF ANTON, TO A PAVED
 HA1745'ROAD LEFT.  TURN LEFT AND DRIVE NORTHWEST FOR 0.23 KM (0.15 MI) TO THE
 HA1745'AIRPORT OFFICE AND CHAIN LINK FENCE.  FROM THE FENCE DRIVE ONTO THE
 HA1745'FUELING RAMP, BEAR LEFT ONTO THE TAXIWAY AND TURN RIGHT ONTO THE FIRST
 HA1745'RAMP LEADING TO THE RUNWAY AND THE STATION RIGHT.
 HA1745'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 HA1745'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 HA1745'PIPE AND SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP
 HA1745'STAMPED---MADIPORT 1989---, SURROUNDED BY CONCRETE FLUSH WITH THE
 HA1745'GROUND.  LOCATED 25.3 M (83.0 FT) SOUTHWEST OF THE INBOARD OF TWO
 HA1745'TAXIWAY LIGHTS, 21.3 M (69.9 FT) SOUTHEAST OF THE CENTERLINE OF THE
 HA1745'RUNWAY, 17.7 M (58.1 FT) NORTHWEST OF A DRAINAGE DITCH, 7.8 M
 HA1745'(25.6 FT) NORTH OF A TAXIWAY LIGHT AND 7.6 M (24.9 FT) NORTH-NORTHEAST
 HA1745'OF A FIBERGLASS WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 HA1745'THROUGH A 5-INCH LOGO CAP.
 HA1745'DESCRIBED BY M.J. WELLSLAGER.
 HA1745
 HA1745                          STATION RECOVERY (1995)
 HA1745
 HA1745'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 HA1745'RECOVERED AS DESCRIBED.  THIS STATION IS A PRIMARY AIRPORT CONTROL
 HA1745'STATION.
 HA1745
 HA1745                          STATION RECOVERY (1996)
 HA1745
 HA1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 HA1745'THIS STATION IS A PRIMARY AIRPORT CONTROL STATION.  THE STATION IS
 HA1745'LOCATED AT THE MADISONVILLE MUNICIPAL AIRPORT IN THE INFIELD NEAR
 HA1745'MIDFIELD.  TO OBTAIN ACCESS TO THE FIELD CONTACT MR.  EDWARD GOODE,
 HA1745'AIRPORT MANAGER, 162 AIRPORT ROAD, MADISONVILLE, KY.  42431. TELEPHONE
 HA1745'502-821-3453.  TO REACH THE STATION FROM PENNYRILE PARKWAY AND STATE
 HA1745'HIGHWAY 70 (EXIT 42) , PROCEED EAST ON STATE HIGHWAY 70 FOR 3.3 MI
 HA1745'(5.3 KM) TO THE JUNCTION OF STATE HIGHWAY 70 AND 85.  CONTINUE EAST ON
 HA1745'STATE HIGHWAY 85 FOR 1.7 MI (2.7 KM) TO A PAVED ROAD LEFT. TURN LEFT
 HA1745'AT THE AIRPORT ENTRANCE AND PROCEED FOR 0.15 MI (0.24 KM) TO AIRPORT
 HA1745'OFFICE AND GATE.  PROCEED THROUGH THE GATE AND BEAR LEFT ACROSS THE
 HA1745'RAMP TO A TAXIWAY.  CONTINUE ON THIS TAXIWAY TO THE FIRST TAXIWAY ON
 HA1745'YOUR RIGHT, LEADING TO THE RUNWAY, TURN RIGHT AND THE STATION ON YOUR
 HA1745'RIGHT, JUST BEFORE THE RUNWAY.  THE STATION IS A PUNCH MARK IN A
 HA1745'STAINLESS STEEL ROD, IN A GREASED SLEEVE AND SURRONDED BY PVC WITH A
 HA1745'LOGO CAP SET FLUSH WITH THE GROUND.  THE STATION IS
 HA1745'STAMPED----MADIPORT 1989 THE STATION IS LOCATED 25.3 M (83.0 FT)
 HA1745'SOUTHWEST OF THE INBOARD OF TWO TAXIWAY LIGHTS, 21.3 M (69.9 FT)
 HA1745'SOUTHEAST OF CENTERLINE RUNWAY 5, 17.7 M (58.1 FT) NORTHWEST OF A
 HA1745'DRAINAGE DITCH, 7.8 M (25.6 FT) NORTH OF A TAXIWAY LIGHT AND 7.6 M
 HA1745'(24.9 FT) WEST OF A FIBERGLASS WITNESS POST.
 HA1745
 HA1745                          STATION RECOVERY (2003)
 HA1745
 HA1745'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HA1745'RECOVERED AS DESCRIBED, WITH THESE ADDITIONS.
 HA1745' 
 HA1745'PHONE AREA CODE HAS CHANGED, AIRPORT MANAGER PHONE NUMBER IS NOW
 HA1745'270-821-3453.
 HA1745' 
 HA1745'THE LOGO FLANGE IS HALF BROKEN AWAY AND ACCESS COVER LID IS LOOSE.
 HA1745' 
 HA1745'STATION IS 69.9 FT SE FROM CL OF RUNWAY, 58 FT NW OF DRAINAGE DITCH
 HA1745'25.6 FT NNE OF BLUE  LIGHT (SOUTH) AND 1.5 FT SSW OF BLUE LIGHT
 HA1745'(NORTH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1746 ***********************************************************************
 HA1746  SACS        -  This is a Secondary Airport Control Station.
 HA1746  DESIGNATION -  MADIPORT AZ MK
 HA1746  PID         -  HA1746
 HA1746  STATE/COUNTY-  KY/HOPKINS
 HA1746  USGS QUAD   -  MADISONVILLE EAST (1978)
 HA1746
 HA1746                         *CURRENT SURVEY CONTROL
 HA1746  ___________________________________________________________________
 HA1746* NAD 83(1993)-  37 21 32.07173(N)    087 23 35.19007(W)     ADJUSTED  
 HA1746* NAVD 88     -       124.39   (meters)     408.1    (feet)  GPS OBS   
 HA1746  ___________________________________________________________________
 HA1746  X           -     230,872.312 (meters)                     COMP
 HA1746  Y           -  -5,070,743.870 (meters)                     COMP
 HA1746  Z           -   3,849,186.338 (meters)                     COMP
 HA1746  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 HA1746  ELLIP HEIGHT-          94.21  (meters)          (01/09/97) GPS OBS
 HA1746  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 HA1746
 HA1746  HORZ ORDER  -  FIRST
 HA1746  ELLP ORDER  -  FOURTH    CLASS I
 HA1746
 HA1746.This mark is at Madisonville Airport (2I0)
 HA1746
 HA1746.The horizontal coordinates were established by GPS observations
 HA1746.and adjusted by the National Geodetic Survey in January 1997..
 HA1746
 HA1746.The orthometric height was determined by GPS observations and a
 HA1746.high-resolution geoid model.
 HA1746
 HA1746.GPS derived orthometric heights for airport stations designated as
 HA1746.PACS or SACS are published to 2 decimal places.  This maintains
 HA1746.centimeter relative accuracy between the PACS and SACS.  It does
 HA1746.not indicate centimeter accuracy relative to other marks which are
 HA1746.part of the NAVD 88 network.
 HA1746
 HA1746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1746
 HA1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1746
 HA1746.The ellipsoidal height was determined by GPS observations
 HA1746.and is referenced to NAD 83.
 HA1746
 HA1746.The geoid height was determined by GEOID03.
 HA1746
 HA1746;                    North         East     Units Scale Factor Converg.
 HA1746;SPC KY1Z     - 1,115,103.295 1,354,449.937   MT  0.99994547   -1 00 31.7
 HA1746;SPC KY1Z     - 3,658,468.06  4,443,724.50   sFT  0.99994547   -1 00 31.7
 HA1746;SPC KY S     -   615,078.124   354,449.751   MT  0.99994549   -0 59 47.3
 HA1746;SPC KY S     - 2,017,968.81  1,162,890.56   sFT  0.99994549   -0 59 47.3
 HA1746;UTM  16      - 4,134,760.968   465,187.778   MT  0.99961493   -0 14 18.8
 HA1746
 HA1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1746!SPC KY1Z     -   0.99998522  x   0.99994547  =   0.99993069
 HA1746!SPC KY S     -   0.99998522  x   0.99994549  =   0.99993071
 HA1746!UTM  16      -   0.99998522  x   0.99961493  =   0.99960015
 HA1746
 HA1746:                Primary Azimuth Mark                     Grid Az
 HA1746:SPC KY1Z     -  MADIPORT                                 232 41 02.7
 HA1746:SPC KY S     -  MADIPORT                                 232 40 18.3
 HA1746:UTM  16      -  MADIPORT                                 231 54 49.8
 HA1746
 HA1746|---------------------------------------------------------------------|
 HA1746| PID    Reference Object                     Distance      Geod. Az  |
 HA1746|                                                           dddmmss.s |
 HA1746| HA1745 MADIPORT                            APPROX. 0.6 KM 2314031.0 |
 HA1746|---------------------------------------------------------------------|
 HA1746
 HA1746                          SUPERSEDED SURVEY CONTROL
 HA1746
 HA1746  NAD 83(1993)-  37 21 32.07039(N)    087 23 35.18803(W) AD(       ) 3
 HA1746  ELLIP H (12/20/95)   94.30   (m)                       GP(       ) 4 1
 HA1746  NAD 83(1986)-  37 21 32.08219(N)    087 23 35.19186(W) AD(       ) 3
 HA1746  NGVD 29 (11/06/89)  124.4    (m)          408.     (f) GPS OBS        
 HA1746
 HA1746.Superseded values are not recommended for survey control.
 HA1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1746.See file dsdata.txt to determine how the superseded data were derived.
 HA1746
 HA1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG6518834761(NAD 83)
 HA1746_MARKER: I = METAL ROD
 HA1746_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1746_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HA1746_STAMPING: MADIPORT AZ MK 1989
 HA1746_MARK LOGO: NGS   
 HA1746_PROJECTION: FLUSH
 HA1746_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1746+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1996
 HA1746_ROD/PIPE-DEPTH: 3.4  meters
 HA1746_SLEEVE-DEPTH  : 0.9 meters
 HA1746
 HA1746  HISTORY     - Date     Condition        Report By
 HA1746  HISTORY     - 1989     MONUMENTED       NGS
 HA1746  HISTORY     - 19951020 GOOD             LOWE
 HA1746  HISTORY     - 19960721 GOOD             NGS
 HA1746
 HA1746                          STATION DESCRIPTION
 HA1746
 HA1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HA1746'THE STATION IS IN THE SMALL TOWN OF ANTON, ABOUT 9.7 KM (6.05 MI) EAST
 HA1746'OF MADISONVILLE AND AT THE MADISONVILLE MUNICIPAL AIRPORT.
 HA1746'OWNERSHIP--MADISONVILLE FLYING SERVICE INC., P.O. BOX 706,
 HA1746'MADISONVILLE, KY 42431, PHONE 502-821-3453.  AIRPORT MANAGER IS EDWARD
 HA1746'T. GOODE.
 HA1746'TO REACH THE STATION FROM THE HOPKINS COUNTY COURTHOUSE IN DOWNTOWN
 HA1746'MADISONVILLE, DRIVE EAST FOR 7.41 KM (4.60 MI) ON STATE ROAD 70 TO THE
 HA1746'SPLIT OF STATE ROADS 70 AND 85.  CONTINUE DRIVING EAST FOR 2.77 KM
 HA1746'(1.70 MI) ON STATE ROAD 85, ENTERING THE TOWN OF ANTON, TO A PAVED
 HA1746'ROAD LEFT.  TURN LEFT AND DRIVE NORTHWEST FOR 0.23 KM (0.15 MI) TO THE
 HA1746'AIRPORT OFFICE AND CHAIN LINK FENCE.  FROM THE FENCE DRIVE ONTO THE
 HA1746'FUELING RAMP, BEAR LEFT ONTO THE TAXIWAY AND TURN RIGHT ONTO THE FIRST
 HA1746'RAMP LEADING TO THE RUNWAY.  AFTER REACHING RUNWAY TURN RIGHT AND GO
 HA1746'NORTHEAST ALONG RUNWAY FOR 0.64 KM (0.40 MI) TO THE END AND THE
 HA1746'STATION RIGHT.
 HA1746'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 HA1746'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 HA1746'PIPE AND SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP
 HA1746'STAMPED---MADIPORT AZ MK 1989---, SURROUNDED BY CONCRETE FLUSH TO THE
 HA1746'GROUND.  LOCATED 23.6 M (77.4 FT) SOUTHEAST OF THE CENTERLINE OF
 HA1746'RUNWAY 23, 16.6 M (54.5 FT) SOUTH OF THE INBOARD OF TWO TAXIWAY
 HA1746'LIGHTS, 5.7 M (18.7 FT) WEST OF THE WESTERN MOST OF TWO VASI LIGHTS
 HA1746'AND 5.5 M (18.0 FT) WEST OF A FIBERGLASS WITNESS POST.  NOTE--ACCESS
 HA1746'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1746'DESCRIBED BY M.J. WELLSLAGER.
 HA1746
 HA1746                          STATION RECOVERY (1995)
 HA1746
 HA1746'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 HA1746'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 HA1746'STATION.
 HA1746
 HA1746                          STATION RECOVERY (1996)
 HA1746
 HA1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 HA1746'THE STATION IS LOCATED AT THE MADISONVILLE MUNICIPAL AIRPORT IN THE
 HA1746'INFIELD AT THE NORTHEAST END OF THE AIRPORT NEAR RUNWAY END 23.  TO
 HA1746'OBTAIN ACCESS TO THE FIELD CONTACT MR.  EDWARD GOODE, AIRPORT MANAGER,
 HA1746'162 AIRPORT ROAD, MADISONVILLE, KY.  42431.  TELEPHONE 502-821-3453.
 HA1746'TO REACH THE STATION FROM PENNYRILE PARKWAY AND STATE HIGHWAY 70 (EXIT
 HA1746'42) , PROCEED EAST ON STATE HIGHWAY 70 FOR 3.3 MI (5.3 KM) TO THE
 HA1746'JUNCTION OF STATE HIGHWAY 70 AND 85.  CONTINUE EAST ON STATE HIGHWAY
 HA1746'85 FOR 1.7 MI (2.7 KM) TO A PAVED ROAD LEFT.  TURN LEFT AT THE AIRPORT
 HA1746'ENTRANCE AND PROCEED FOR 0.15 MI (0.24 KM) TO AIRPORT OFFICE AND GATE.
 HA1746'PROCEED THROUGH THE GATE AND BEAR LEFT ACROSS THE RAMP TO A TAXIWAY.
 HA1746'CONTINUE ON THIS TAXIWAY TO THE FIRST TAXIWAY ON YOUR RIGHT, LEADING
 HA1746'TO THE RUNWAY, TURN RIGHT AND CONTINUE TO THE RUNWAY.  TURN RIGHT ON
 HA1746'THE RUNWAY AND PROCEED NORTHEAST FOR 0.4 MI (0.6 KM) AND THE STATION
 HA1746'ON THE RIGHT.  THE STATION IS A PUNCH MARK IN A STAINLESS STEEL ROD,
 HA1746'IN A GREASED SLEEVE AND SURRONDED BY PVC WITH A LOGO CAP SET FLUSH
 HA1746'WITH THE GROUND.  THE STATION IS STAMPED----MADIPORT AZ MK 1989 THE
 HA1746'STATION IS LOCATED 23.6 M (77.4 FT) SOUTHEAST OF CENTERLINE RUNWAY 23,
 HA1746'16.6 M (54.5 FT) SOUTH OF THE INBOARD OF TWO TAXIWAY LIGHTS 5.7 M
 HA1746'(18.7 FT) WEST FO THE WESTERN MOST OF TWO VASI LIGHTS AND 5.5 M (18.0
 HA1746'FT) WEST OF A FIBERGLASS WITNESS POST. THIS STATION IS THE SECONDARY
 HA1746'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0810 ***********************************************************************
 HA0810  DESIGNATION -  MADISONVILLE
 HA0810  PID         -  HA0810
 HA0810  STATE/COUNTY-  KY/HOPKINS
 HA0810  USGS QUAD   -  MADISONVILLE EAST (1978)
 HA0810
 HA0810                         *CURRENT SURVEY CONTROL
 HA0810  ___________________________________________________________________
 HA0810* NAD 83(1986)-  37 19 38.     (N)    087 29 42.     (W)     SCALED    
 HA0810* NAVD 88     -       140.819  (meters)     462.00   (feet)  ADJUSTED  
 HA0810  ___________________________________________________________________
 HA0810  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 HA0810  DYNAMIC HT  -         140.715 (meters)     461.66  (feet)  COMP
 HA0810  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 HA0810
 HA0810  VERT ORDER  -  SECOND    CLASS 0
 HA0810
 HA0810.The horizontal coordinates were scaled from a topographic map and have
 HA0810.an estimated accuracy of +/- 6 seconds.
 HA0810
 HA0810.The orthometric height was determined by differential leveling
 HA0810.and adjusted by the National Geodetic Survey in June 1991..
 HA0810
 HA0810.The geoid height was determined by GEOID03.
 HA0810
 HA0810.The dynamic height is computed by dividing the NAVD 88
 HA0810.geopotential number by the normal gravity value computed on the
 HA0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0810.degrees latitude (g = 980.6199 gals.).
 HA0810
 HA0810.The modeled gravity was interpolated from observed gravity values.
 HA0810
 HA0810;                    North         East    Units  Estimated Accuracy
 HA0810;SPC KY1Z     - 1,111,750.    1,345,360.      MT  (+/- 180 meters Scaled)
 HA0810
 HA0810                          SUPERSEDED SURVEY CONTROL
 HA0810
 HA0810  NGVD 29 (??/??/92)  140.906  (m)          462.29   (f) ADJ UNCH    2 0
 HA0810
 HA0810.Superseded values are not recommended for survey control.
 HA0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0810.See file dsdata.txt to determine how the superseded data were derived.
 HA0810
 HA0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG561312(NAD 83)
 HA0810_MARKER: DB = BENCH MARK DISK
 HA0810_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0810_SP_SET: BUILDING
 HA0810_STAMPING: MADISONVILLE 1934
 HA0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0810
 HA0810  HISTORY     - Date     Condition        Report By
 HA0810  HISTORY     - 1934     MONUMENTED       CGS
 HA0810  HISTORY     - 1935     GOOD             NGS
 HA0810
 HA0810                          STATION DESCRIPTION
 HA0810
 HA0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HA0810'AT MADISONVILLE.
 HA0810'AT MADISONVILLE, HOPKINS COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0810'RAILROAD, 75 YARDS SOUTHEAST OF THE CENTER OF THE INTERSECTION
 HA0810'OF CENTER AND SCOTT STREETS, IN THE SOUTHWEST WALL OF THE
 HA0810'METHODIST CHURCH, 41.4 FEET SOUTH OF THE CENTERLINE OF A WALK
 HA0810'LEADING TO THE SOUTH ENTRANCE OF THE CHURCH, 31.2 FEET EAST OF THE
 HA0810'CENTERLINE OF SCOTT STREET, AND 19 FEET NORTHWEST OF A POWER
 HA0810'POLE.  A STANDARD DISK, STAMPED MADISONVILLE 1934 AND SET
 HA0810'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1623 ***********************************************************************
 HA1623  DESIGNATION -  MADISONVILLE RESET
 HA1623  PID         -  HA1623
 HA1623  STATE/COUNTY-  KY/HOPKINS
 HA1623  USGS QUAD   -  MADISONVILLE WEST (1962)
 HA1623
 HA1623                         *CURRENT SURVEY CONTROL
 HA1623  ___________________________________________________________________
 HA1623* NAD 83(1993)-  37 19 10.03517(N)    087 30 20.53034(W)     ADJUSTED  
 HA1623* NAVD 88     -       158.6    (meters)     520.     (feet)  VERTCON   
 HA1623  ___________________________________________________________________
 HA1623  X           -     221,023.905 (meters)                     COMP
 HA1623  Y           -  -5,073,868.595 (meters)                     COMP
 HA1623  Z           -   3,845,725.763 (meters)                     COMP
 HA1623  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 HA1623  ELLIP HEIGHT-         128.69  (meters)          (10/21/99) GPS OBS
 HA1623  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 HA1623
 HA1623  HORZ ORDER  -  SECOND
 HA1623  ELLP ORDER  -  FOURTH    CLASS I
 HA1623
 HA1623.The horizontal coordinates were established by classical geodetic methods
 HA1623.and adjusted by the National Geodetic Survey in December 1995..
 HA1623
 HA1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1623
 HA1623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1623
 HA1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1623
 HA1623.The ellipsoidal height was determined by GPS observations
 HA1623.and is referenced to NAD 83.
 HA1623
 HA1623.The geoid height was determined by GEOID03.
 HA1623
 HA1623;                    North         East     Units Scale Factor Converg.
 HA1623;SPC KY1Z     - 1,110,907.091 1,344,394.840   MT  0.99995187   -1 04 40.6
 HA1623;SPC KY1Z     - 3,644,701.01  4,410,735.40   sFT  0.99995187   -1 04 40.6
 HA1623;SPC KY S     -   610,879.697   344,395.620   MT  0.99994543   -1 03 53.2
 HA1623;SPC KY S     - 2,004,194.47  1,129,904.63   sFT  0.99994543   -1 03 53.2
 HA1623;UTM  16      - 4,130,431.303   455,193.330   MT  0.99962473   -0 18 23.7
 HA1623
 HA1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1623!SPC KY1Z     -   0.99997981  x   0.99995187  =   0.99993168
 HA1623!SPC KY S     -   0.99997981  x   0.99994543  =   0.99992524
 HA1623!UTM  16      -   0.99997981  x   0.99962473  =   0.99960454
 HA1623
 HA1623:                Primary Azimuth Mark                     Grid Az
 HA1623:SPC KY1Z     -  MADISONVILLE COURTHOUSE SPIRE            035 41 44.6
 HA1623:SPC KY S     -  MADISONVILLE COURTHOUSE SPIRE            035 40 57.2
 HA1623:UTM  16      -  MADISONVILLE COURTHOUSE SPIRE            034 55 27.7
 HA1623
 HA1623|---------------------------------------------------------------------|
 HA1623| PID    Reference Object                     Distance      Geod. Az  |
 HA1623|                                                           dddmmss.s |
 HA1623| HA1610 MADISONVILLE COURTHOUSE SPIRE       APPROX. 1.1 KM 0343704.0 |
 HA1623| CG8887 MADISONVILLE RM 3                     8.315 METERS 06151     |
 HA1623| HA1609 MADISONVILLE ALUMINUM TANK          APPROX. 1.4 KM 0710915.1 |
 HA1623| CG8885 MADISONVILLE RM 1                    37.932 METERS 16006     |
 HA1623| CG8888 MADISONVILLE RM 4                    11.827 METERS 16027     |
 HA1623| HA1620 EARLINGTON                          APPROX. 4.9 KM 1800217.6 |
 HA1623| CG8886 MADISONVILLE RM 2                    26.030 METERS 22956     |
 HA1623| CG8884 MADISONVILLE AZ MK                                 2880509.1 |
 HA1623|---------------------------------------------------------------------|
 HA1623
 HA1623                          SUPERSEDED SURVEY CONTROL
 HA1623
 HA1623  ELLIP H (12/20/95)  128.75   (m)                       GP(       ) 4 1
 HA1623  NAD 83(1986)-  37 19 10.04702(N)    087 30 20.53398(W) AD(       ) 2
 HA1623  NAD 27      -  37 19 09.88400(N)    087 30 20.53900(W) AD(       ) 2
 HA1623  NGVD 29 (11/06/89)  158.7    (m)          521.     (f) GPS OBS        
 HA1623
 HA1623.Superseded values are not recommended for survey control.
 HA1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1623.See file dsdata.txt to determine how the superseded data were derived.
 HA1623
 HA1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG5519330431(NAD 83)
 HA1623_MARKER: DH = HORIZONTAL CONTROL DISK
 HA1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1623_SP_SET: CONCRETE POST
 HA1623_STAMPING: MADISONVILLE 1934 1976
 HA1623_MARK LOGO: NGS   
 HA1623_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1623+STABILITY: SURFACE MOTION
 HA1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1623+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 HA1623
 HA1623  HISTORY     - Date     Condition        Report By
 HA1623  HISTORY     - 1934     MONUMENTED       CGS
 HA1623  HISTORY     - 1950     GOOD             CGS
 HA1623  HISTORY     - 1954     GOOD             USGS
 HA1623  HISTORY     - 1962     MARK NOT FOUND   USGS
 HA1623  HISTORY     - 1976     GOOD             NGS
 HA1623  HISTORY     - 1976     GOOD             NGS
 HA1623  HISTORY     - 19890114 GOOD             NGS
 HA1623  HISTORY     - 20021216 GOOD             PENRIL
 HA1623
 HA1623                          STATION DESCRIPTION
 HA1623
 HA1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1623'STATION IS LOCATED IN THE CITY OF MADISONVILLE ON THE PROPERTY OF M.
 HA1623'H.  BUTLER, 37 FEET
 HA1623'WEST OF CENTER OF MADISON AVENUE AND ABOUT 100 YARDS NORTH OF
 HA1623'PRINCETON PIKE, IN A VACANT LOT.  MARK IS FLUSH WITH SURFACE AND IS
 HA1623'46 FEET SOUTH OF SOUTHEAST CORNER OF HOUSE OWNED BY PAT MITCHELL (NO.
 HA1623'737 MADISON AVENUE) AND 78.4 FEET NORTH OF NORTHEAST CORNER OF THE
 HA1623'BUTLER HOME.
 HA1623'
 HA1623'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 HA1623'IN CONCRETE.
 HA1623'UNDERGROUND MARK IS A COPPER BOLT SET IN CONCRETE.
 HA1623'
 HA1623'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION ON PROPERTY OF A MR.
 HA1623'WILLIAMS, 36 FEET EAST OF CENTER OF MADISON AVENUE.
 HA1623'
 HA1623'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION AT NORTHWEST CORNER OF
 HA1623'MR. BUTLERS GARAGE.
 HA1623'
 HA1623'AZIMUTH MARK IS WEST-NORTHWEST OF STATION ON PROPERTY OF C.M. NEVITT,
 HA1623'15 FEET EAST OF CENTER OF BAXTER AVENUE, AND ON EAST SIDE OF HEDGE
 HA1623'IN FRONT OF SMALL HOUSE.
 HA1623'
 HA1623'NOTE- A 90-FOOT TOWER
 HA1623'
 HA1623'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 HA1623
 HA1623                          STATION RECOVERY (1950)
 HA1623
 HA1623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JAW)
 HA1623'THE STATION, REFERENCE MARK NO. 2, AND AZIMUTH MARK WERE
 HA1623'RECOVERED AND
 HA1623'FOUND TO BE IN GOOD CONDITION.
 HA1623'
 HA1623'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 HA1623
 HA1623                          STATION RECOVERY (1954)
 HA1623
 HA1623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HA1623'THE STATION MARK IS IN FRONT OF A BAKERY WAREHOUSE.  THERE IS NOW A 3
 HA1623'INCH COVER OF COMPACTED, CRUSHED ROCK OVER THE SURFACE MARK.
 HA1623'THIS COVERING WAS REPLACED AFTER THE MARK WAS EXAMINED.  CORRECTIONS
 HA1623'TO DESCRIPTION - PRINCETON PIKE IS BETTER KNOWN AS STATE HWY. 70
 HA1623'AND MCLAUGHLIN AVE, NO. 737 MADISON AVE. IS NOW NO. 643 MADISON AVE.
 HA1623
 HA1623                          STATION RECOVERY (1962)
 HA1623
 HA1623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HA1623'STATION NOT RECOVERED.  AREA NOW COVERED WITH BLACKTOP.  NOW PARKING
 HA1623'AREA IN FRONT JENNIES LAUNDERETTE.
 HA1623'
 HA1623'REFERENCE MARKS NO 1 AND NO 2 RECOVERED AS DESCRIBED.
 HA1623
 HA1623                          STATION RECOVERY (1976)
 HA1623
 HA1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HA1623'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 HA1623'FOUND IN GOOD CONDITION.  THE STATION MARK WAS FOUND COVERED BY
 HA1623'GRAVEL AND PAVEMENT AND A NEW MARK WAS SET TO BRING THE MARK
 HA1623'LEVEL WITH THE PAVEMENT.  THE LINE OF SIGHT TO REFERENCE
 HA1623'MARK 1 WAS OBSTRUCTED AND COULD NOT BE TAKEN.  THE LINE TO THE
 HA1623'AZIMUTH MARK WAS OBSTRUCTED BY TREES AND A SMALL GARAGE.  THE
 HA1623'DISTANCE TO REFERENCE MARK 2 CHECKED.  REFERENCE MARKS 3 AND
 HA1623'4 WERE SET TO HELP IN THE FUTURE RECOVERY OF THE STATION IN
 HA1623'THE EVENT THERE IS ADDITIONAL PAVEMENT PUT ON THE PARKING
 HA1623'AREA.  REFERENCE MARK 1 WAS IN A PROPOSED DRIVEWAY AND WAS
 HA1623'DESTROYED AT THE REQUEST OF THE PROPERTY OWNER.  A NEW
 HA1623'DESCRIPTION FOLLOWS--
 HA1623'
 HA1623'THE STATION IS LOCATED IN THE PAVED PARKING LOT OF JEANIES
 HA1623'LAUNDRETTE AT 645 S MADISON AVENUE, ON THE PROPERTY OF MR. CARL
 HA1623'SPACE, 247 DANIEL DR., MADISONVILLE, KY., 28 FEET SOUTHWEST
 HA1623'OF A POWER POLE WITH A TRANSFORMER, 36 FEET WEST OF THE
 HA1623'CENTERLINE OF S MADISON AVE. 17 FEET SOUTH OF THE NORTH EDGE
 HA1623'OF PAVED PARKING LOT, 38 FEET SOUTHEAST OF THE NORTHEAST
 HA1623'CORNER OF THE LAUNDRETTE (BRICK FRONT) AND 45 FEET NORTHEAST
 HA1623'OF THE SOUTHEAST CORNER OF THE BUILDING.  THE MARK IS A
 HA1623'STANDARD DISK STAMPED MADISONVILLE 1934 1976 SET IN THE TOP
 HA1623'OF A ROUND CONCRETE POST FLUSH WITH THE PAVEMENT OF THE
 HA1623'PARKING LOT.
 HA1623'
 HA1623'REFERENCE MARK 2 IS 18 FEET NORTHEAST OF THE NORTHEAST CORNER
 HA1623'OF A FRAME GARAGE, 3 FEET NORTH OF THE NORTH EDGE OF A PAVED
 HA1623'DRIVEWAY AND 29 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HA1623'HOUSE 661.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 HA1623'STAMPED MADISONVILLE NO 2 1934.
 HA1623'
 HA1623'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MADISONVILLE 1934
 HA1623'NO 3 1976, SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK, 1 FOOT
 HA1623'WEST OF THE WEST CURBING OF S MADISON AVE. 1 FOOT SOUTH OF THE
 HA1623'POWER POLE AND 37 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HA1623'HOUSE 643.
 HA1623'
 HA1623'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MADISONVILLE 1934
 HA1623'NO 4 1976 SET IN A DRILL HOLE IN THE SIDEWALK, 4 FEET WEST OF
 HA1623'THE WEST CURB OF S MADISON AVE. 6 INCHES EAST OF THE WEST EDGE
 HA1623'OF THE SIDEWALK, 46 FEET NORTHEAST OF THE NORTHEAST CORNER
 HA1623'OF THE CONCRETE PORCH OF HOUSE 661 AND 12 FEET EAST OF A
 HA1623'10 INCH MAPLE TREE.
 HA1623'
 HA1623'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 HA1623'MADISONVILLE AZI 1934, SET IN THE TOP OF A ROUND CONCRETE
 HA1623'POST PROJECTING 16 INCHES, 21 FEET SOUTHWEST OF THE SOUTHWEST
 HA1623'CORNER OF HOUSE 642 BAXTER AVE. 3 FEET NORTHWEST OF A 12
 HA1623'INCH MAPLE TREE AND 15 FEET EAST OF THE CENTERLINE OF BAXTER AVE.
 HA1623'
 HA1623'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HA1623'
 HA1623'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HA1623'AT MADISONVILLE.
 HA1623
 HA1623                          STATION RECOVERY (1976)
 HA1623
 HA1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HA1623'RECOVERED IN GOOD CONDITION.
 HA1623
 HA1623                          STATION RECOVERY (1989)
 HA1623
 HA1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HA1623'THE STATION IS IN THE ASPHALT PARKING LOT OF AN ABANDONED BRICK
 HA1623'BUILDING FORMALLY JEANIES LAUNDERETTE ON MADISON AVENUE IN THE
 HA1623'SOUTHWEST SECTION OF MADISONVILLE.  OWNERSHIP--PATRICK GULLETT, 645
 HA1623'MADISON AVENUE, MADISONVILLE, KY 42431, PHONE 502-825-9743.
 HA1623'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41A AND STATE
 HA1623'ROAD 70, IN MADISONVILLE, DRIVE WEST FOR 0.48 KM (0.30 MI) ON STATE
 HA1623'ROAD 70, MCLAUGHLIN AVENUE, TO A CHURCH PLAYGROUND LEFT AND A PAVED
 HA1623'ROAD RIGHT.  TURN RIGHT AND DRIVE NORTH 0.08 KM (0.05 MI) ON MADISON
 HA1623'AVENUE TO A PARKING LOT AND AN ABANDONED BRICK BUILDING FORMERLY
 HA1623'JEANIES LAUNDERETTE LEFT.  THE STATION IS IN THE NORTHEAST TANGENT OF
 HA1623'THE ASPHALT PARKING LOT OF THE ABANDONED LAUNDERETTE.
 HA1623'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 HA1623'STAMPED--MADISONVILLE 1934 1976---, SET IN THE TOP OF A CONCRETE POST
 HA1623'FLUSH WITH THE ASPHALT PARKING LOT.  LOCATED 13.8 M (45.3 FT)
 HA1623'NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 11.6 M (38.1 FT)
 HA1623'SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 10.6 M (34.8 FT)
 HA1623'WEST OF THE CENTERLINE OF MADISON AVENUE, 8.4 M (27.6 FT) SOUTHWEST OF
 HA1623'A TELEPHONE POLE WITH A TRANSFORMER AND POWER LINES RUNNING INTO THE
 HA1623'BUILDING AND 5.0 M (16.4 FT) SOUTH OF THE NORTH EDGE OF PAVED PARKING
 HA1623'LOT.
 HA1623'DESCRIBED BY M.J. WELLSLAGER AND M.L. MCCREADY.
 HA1623
 HA1623                          STATION RECOVERY (2002)
 HA1623
 HA1623'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2002 (RL)
 HA1623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1622 ***********************************************************************
 HA1622  DESIGNATION -  MADISONVILLE W MUNICIPAL TANK
 HA1622  PID         -  HA1622
 HA1622  STATE/COUNTY-  KY/HOPKINS
 HA1622  USGS QUAD   -  MADISONVILLE WEST (1962)
 HA1622
 HA1622                         *CURRENT SURVEY CONTROL
 HA1622  ___________________________________________________________________
 HA1622* NAD 83(1993)-  37 19 20.12054(N)    087 30 10.00899(W)     ADJUSTED  
 HA1622* NAVD 88     -                                                        
 HA1622  ___________________________________________________________________
 HA1622  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 HA1622  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HA1622
 HA1622  HORZ ORDER  -  THIRD
 HA1622
 HA1622.The horizontal coordinates were established by classical geodetic methods
 HA1622.and adjusted by the National Geodetic Survey in December 1995..
 HA1622
 HA1622
 HA1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1622
 HA1622.The geoid height was determined by GEOID03.
 HA1622
 HA1622;                    North         East     Units Scale Factor Converg.
 HA1622;SPC KY1Z     - 1,111,213.071 1,344,659.674   MT  0.99995140   -1 04 34.1
 HA1622;SPC KY1Z     - 3,645,704.88  4,411,604.28   sFT  0.99995140   -1 04 34.1
 HA1622;SPC KY S     -   611,185.737   344,660.381   MT  0.99994542   -1 03 46.8
 HA1622;SPC KY S     - 2,005,198.54  1,130,773.27   sFT  0.99994542   -1 03 46.8
 HA1622;UTM  16      - 4,130,740.720   455,453.935   MT  0.99962444   -0 18 17.4
 HA1622
 HA1622                          SUPERSEDED SURVEY CONTROL
 HA1622
 HA1622  NAD 83(1986)-  37 19 20.13047(N)    087 30 10.01263(W) AD(       ) 4
 HA1622  NAD 27      -  37 19 19.96700(N)    087 30 10.01900(W) AD(       ) 3
 HA1622
 HA1622.Superseded values are not recommended for survey control.
 HA1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1622.See file dsdata.txt to determine how the superseded data were derived.
 HA1622
 HA1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG5545430741(NAD 83)
 HA1622_MARKER: 51 = TANK
 HA1622
 HA1622  HISTORY     - Date     Condition        Report By
 HA1622  HISTORY     - 1952     FIRST OBSERVED   CGS
 HA1622
 HA1622                          STATION DESCRIPTION
 HA1622
 HA1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1622'STATION IS LOCATED IN THE WEST SECTION OF MADISONVILLE.  THE STATION
 HA1622'IS A 6-LEGGED STEEL STRUCTURE ABOUT 75 FEET HIGH WITH A WATER TANK
 HA1622'ATOP PAINTED SILVER WITH THE LEGEND MADISONVILLE IN LARGE BLACK
 HA1622'LETTERS ON THE SOUTH SIDE OF THE TANK. THE POINT OF INTERSECTION WAS
 HA1622'THE BALL AT THE APEX OF THE ROOF OF THE WATER TANK.  (THIS STATION IS
 HA1622'ABOUT 200 FEET SOUTHEAST OF THE INTERSECTION OF WEST LAKE
 HA1622'STREET AND SOUTH SEMINARY STREET)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0559 ***********************************************************************
 HZ0559  DESIGNATION -  MAGNETIC STATION
 HZ0559  PID         -  HZ0559
 HZ0559  STATE/COUNTY-  KY/GALLATIN
 HZ0559  USGS QUAD   -  FLORENCE (1994)
 HZ0559
 HZ0559                         *CURRENT SURVEY CONTROL
 HZ0559  ___________________________________________________________________
 HZ0559* NAD 83(1986)-  38 47 06.     (N)    084 53 52.     (W)     SCALED    
 HZ0559* NAVD 88     -       149.556  (meters)     490.67   (feet)  ADJUSTED  
 HZ0559  ___________________________________________________________________
 HZ0559  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0559  DYNAMIC HT  -         149.461 (meters)     490.36  (feet)  COMP
 HZ0559  MODELED GRAV-     979,995.6   (mgal)                       NAVD 88
 HZ0559
 HZ0559  VERT ORDER  -  FIRST     CLASS II
 HZ0559
 HZ0559.The horizontal coordinates were scaled from a topographic map and have
 HZ0559.an estimated accuracy of +/- 6 seconds.
 HZ0559
 HZ0559.The orthometric height was determined by differential leveling
 HZ0559.and adjusted by the National Geodetic Survey in June 1991..
 HZ0559.WARNING-Repeat measurements at this control monument indicate possible
 HZ0559.vertical movement.
 HZ0559
 HZ0559.The geoid height was determined by GEOID03.
 HZ0559
 HZ0559.The dynamic height is computed by dividing the NAVD 88
 HZ0559.geopotential number by the normal gravity value computed on the
 HZ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0559.degrees latitude (g = 980.6199 gals.).
 HZ0559
 HZ0559.The modeled gravity was interpolated from observed gravity values.
 HZ0559
 HZ0559;                    North         East    Units  Estimated Accuracy
 HZ0559;SPC KY1Z     - 1,272,440.    1,574,050.      MT  (+/- 180 meters Scaled)
 HZ0559
 HZ0559                          SUPERSEDED SURVEY CONTROL
 HZ0559
 HZ0559  NGVD 29 (??/??/92)  149.751  (m)          491.31   (f) ADJ UNCH    1 2
 HZ0559
 HZ0559.Superseded values are not recommended for survey control.
 HZ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0559.See file dsdata.txt to determine how the superseded data were derived.
 HZ0559
 HZ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH825950(NAD 83)
 HZ0559_MARKER: DM = MAGNETIC STATION DISK
 HZ0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0559+STABILITY: SURFACE MOTION
 HZ0559
 HZ0559  HISTORY     - Date     Condition        Report By
 HZ0559  HISTORY     - UNK      MONUMENTED       CGS
 HZ0559  HISTORY     - 1954     GOOD             NGS
 HZ0559  HISTORY     - 1964     MARK NOT FOUND   NGS
 HZ0559  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 HZ0559
 HZ0559                          STATION DESCRIPTION
 HZ0559
 HZ0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HZ0559'AT WARSAW.
 HZ0559'AT WARSAW, ABOUT 0.2 MILE NORTHEAST ALONG U.S. HIGHWAY 42 FROM
 HZ0559'THE COURT HOUSE, AT A CEMETERY, ABOUT 53 YARDS SOUTHEAST OF
 HZ0559'CENTER LINE OF HIGHWAY, 14.2 FEET WEST OF ROBINSON TOMBSTONE,
 HZ0559'4.6 FEET WEST OF THE MACK TOMBSTONE, IN THE CENTER OF THE
 HZ0559'NORTHEAST DRIVE WAY AND SET IN THE TOP OF A CONCRETE POST FLUSH
 HZ0559'WITH GROUND.  NOTE-- THE MARK APPEARS TO HAVE BEEN HIT BY HEAVY
 HZ0559'MACHINERY AND THE DISK IS NO LONGER HORIZONTAL.  THE NORTH SIDE
 HZ0559'OF DISK IS THE HIGH POINT.  MARK WILL APPARENTLY HOLD ITS PRESENT
 HZ0559'ELEVATION.
 HZ0559
 HZ0559                          STATION RECOVERY (1964)
 HZ0559
 HZ0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0559'MARK NOT FOUND.
 HZ0559
 HZ0559                          STATION RECOVERY (1997)
 HZ0559
 HZ0559'RECOVERY NOTE BY US POWER SQUADRON 1997
 HZ0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2736 ***********************************************************************
 GZ2736  DESIGNATION -  MALT
 GZ2736  PID         -  GZ2736
 GZ2736  STATE/COUNTY-  KY/LARUE
 GZ2736  USGS QUAD   -  HIBERNIA (1976)
 GZ2736
 GZ2736                         *CURRENT SURVEY CONTROL
 GZ2736  ___________________________________________________________________
 GZ2736* NAD 83(1993)-  37 29 31.14715(N)    085 36 56.75508(W)     ADJUSTED  
 GZ2736* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 GZ2736  ___________________________________________________________________
 GZ2736  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 GZ2736  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GZ2736
 GZ2736  HORZ ORDER  -  THIRD
 GZ2736
 GZ2736.The horizontal coordinates were established by classical geodetic methods
 GZ2736.and adjusted by the National Geodetic Survey in December 1995..
 GZ2736
 GZ2736.The orthometric height was scaled from a topographic map.
 GZ2736
 GZ2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2736
 GZ2736.The geoid height was determined by GEOID03.
 GZ2736
 GZ2736;                    North         East     Units Scale Factor Converg.
 GZ2736;SPC KY1Z     - 1,128,599.087 1,511,870.165   MT  0.99992732   +0 04 56.7
 GZ2736;SPC KY1Z     - 3,702,745.50  4,960,194.03   sFT  0.99992732   +0 04 56.7
 GZ2736;SPC KY S     -   628,589.622   511,870.424   MT  0.99994918   +0 04 53.1
 GZ2736;SPC KY S     - 2,062,297.78  1,679,361.55   sFT  0.99994918   +0 04 53.1
 GZ2736;UTM  16      - 4,150,351.968   622,368.799   MT  0.99978445   +0 50 33.4
 GZ2736
 GZ2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2736!SPC KY1Z     -   0.99996087  x   0.99992732  =   0.99988820
 GZ2736!SPC KY S     -   0.99996087  x   0.99994918  =   0.99991006
 GZ2736!UTM  16      -   0.99996087  x   0.99978445  =   0.99974533
 GZ2736
 GZ2736|---------------------------------------------------------------------|
 GZ2736| PID    Reference Object                     Distance      Geod. Az  |
 GZ2736|                                                           dddmmss.s |
 GZ2736| CG8893 MALT RM 1                            27.570 METERS 04347     |
 GZ2736| CG8894 MALT RM 2                            37.868 METERS 29156     |
 GZ2736| CG8892 MALT AZ MK                                         3552732.6 |
 GZ2736|---------------------------------------------------------------------|
 GZ2736
 GZ2736                          SUPERSEDED SURVEY CONTROL
 GZ2736
 GZ2736  NAD 83(1986)-  37 29 31.15502(N)    085 36 56.76325(W) AD(       ) 3
 GZ2736  NAD 27      -  37 29 30.94300(N)    085 36 56.88200(W) AD(       ) 3
 GZ2736
 GZ2736.Superseded values are not recommended for survey control.
 GZ2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2736.See file dsdata.txt to determine how the superseded data were derived.
 GZ2736
 GZ2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG2236950352(NAD 83)
 GZ2736_MARKER: DS = TRIANGULATION STATION DISK
 GZ2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2736
 GZ2736  HISTORY     - Date     Condition        Report By
 GZ2736  HISTORY     - 1951     MONUMENTED       CGS
 GZ2736
 GZ2736                          STATION DESCRIPTION
 GZ2736
 GZ2736'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2736'STATION IS LOCATED ABOUT 11 MILES SOUTH OF NEW HAVEN, 9 MILES
 GZ2736'SOUTHEAST OF HODGENVILLE AND 0.1 MILE SOUTHWEST OF STATE HIGHWAY
 GZ2736'210 IN THE NORTHWEST CORNER OF A WOODS ON PROPERTY OWNED BY MR.
 GZ2736'ARTHUR HOWELL. IT IS 23 FEET SOUTHEAST OF THE CENTER OF A DIRT
 GZ2736'ROAD, 12 FEET SOUTHEAST OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE
 GZ2736'ON THE NORTH SIDE, 11 FEET EAST OF A 15 INCH OAK TREE AND 9 FEET
 GZ2736'SOUTHEAST OF A WHITE WITNESS POST AND FENCE LINE. THE MARK PROJECTS
 GZ2736'ABOUT 4 INCHES AND THE DISK IS STAMPED MALT 1951.
 GZ2736'
 GZ2736'REFERENCE MARK NO. 1 IS 10 FEET NORTHWEST OF THE CENTER OF THE DIRT
 GZ2736'ROAD AND 1 FOOT SOUTHEAST OF A FENCE LINE. THE MARK PROJECTS ABOUT 4
 GZ2736'INCHES AND THE DISK IS STAMPED MALT NO. 1 1951.
 GZ2736'
 GZ2736'REFERENCE MARK NO. 2 IS 12 FEET NORTH OF THE CENTER OF TE DIRT ROAD
 GZ2736'AND 1 FOOT SOUTH OF THE FENCE LINE. THE MARK PROJECTS ABOUT 2
 GZ2736'INCHES AND THE DISK IS STAMPED MALT NO. 2 1951.
 GZ2736'
 GZ2736'AZIMUTH MARK IS 28 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 210,
 GZ2736'2 FEET SOUTHWEST OF A FENCE LINE AND 2 FEET EAST OF A WHITE WITNESS
 GZ2736'POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MALT
 GZ2736'1951.
 GZ2736'
 GZ2736'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31E AND STATE
 GZ2736'HIGHWAY 210, WHICH IS 1 BLOCK EAST OF THE COURTHOUSE IN
 GZ2736'HODGENVILLE, GO SOUTHEAST FOR 6.4 MILES TO JUNCTION WITH STATE
 GZ2736'HIGHWAY 584, CONTINUE SOUTHEAST ON HIGHWAY 210 FOR 2.3 MILES
 GZ2736'TO THE AZIMUTH MARK ON THE LEFT AT THE TOP OF AN EMBANKMENT AS
 GZ2736'DESCRIBED, CONTINUE SOUTHEAST ON HIGHWAY 210 FOR 0.3 MILE TO A DIRT
 GZ2736'CROSSROADS, TURN RIGHT AND GO SOUTHWEST ALONG FENCE LINE FOLLOWING
 GZ2736'DIRT ROAD FOR 0.1 MILE TO STATION ON THE LEFT AS DESCRIBED.
 GZ2736'
 GZ2736'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1624 ***********************************************************************
 HA1624  DESIGNATION -  MANITOU
 HA1624  PID         -  HA1624
 HA1624  STATE/COUNTY-  KY/HOPKINS
 HA1624  USGS QUAD   -  MADISONVILLE WEST (1962)
 HA1624
 HA1624                         *CURRENT SURVEY CONTROL
 HA1624  ___________________________________________________________________
 HA1624* NAD 83(1993)-  37 21 45.60446(N)    087 35 07.93287(W)     ADJUSTED  
 HA1624* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 HA1624  ___________________________________________________________________
 HA1624  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 HA1624  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 HA1624
 HA1624  HORZ ORDER  -  THIRD
 HA1624
 HA1624.The horizontal coordinates were established by classical geodetic methods
 HA1624.and adjusted by the National Geodetic Survey in December 1995..
 HA1624
 HA1624.The orthometric height was scaled from a topographic map.
 HA1624
 HA1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1624
 HA1624.The geoid height was determined by GEOID03.
 HA1624
 HA1624;                    North         East     Units Scale Factor Converg.
 HA1624;SPC KY1Z     - 1,115,838.088 1,337,414.491   MT  0.99994488   -1 07 37.0
 HA1624;SPC KY1Z     - 3,660,878.79  4,387,834.04   sFT  0.99994488   -1 07 37.0
 HA1624;SPC KY S     -   615,809.039   337,414.132   MT  0.99994552   -1 06 47.5
 HA1624;SPC KY S     - 2,020,366.82  1,106,999.53   sFT  0.99994552   -1 06 47.5
 HA1624;UTM  16      - 4,135,266.321   448,149.471   MT  0.99963312   -0 21 19.2
 HA1624
 HA1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1624!SPC KY1Z     -   0.99998244  x   0.99994488  =   0.99992732
 HA1624!SPC KY S     -   0.99998244  x   0.99994552  =   0.99992796
 HA1624!UTM  16      -   0.99998244  x   0.99963312  =   0.99961557
 HA1624
 HA1624:                Primary Azimuth Mark                     Grid Az
 HA1624:SPC KY1Z     -  MANITOU AZ MK                            014 04 07.2
 HA1624:SPC KY S     -  MANITOU AZ MK                            014 03 17.7
 HA1624:UTM  16      -  MANITOU AZ MK                            013 17 49.4
 HA1624
 HA1624|---------------------------------------------------------------------|
 HA1624| PID    Reference Object                     Distance      Geod. Az  |
 HA1624|                                                           dddmmss.s |
 HA1624| CG8895 MANITOU AZ MK                                      0125630.2 |
 HA1624| CG8896 MANITOU RM 1                          7.520 METERS 05813     |
 HA1624| CG8897 MANITOU RM 2                          5.499 METERS 35300     |
 HA1624|---------------------------------------------------------------------|
 HA1624
 HA1624                          SUPERSEDED SURVEY CONTROL
 HA1624
 HA1624  NAD 83(1986)-  37 21 45.61394(N)    087 35 07.93634(W) AD(       ) 3
 HA1624  NAD 27      -  37 21 45.45576(N)    087 35 07.92422(W) AD(       ) 3
 HA1624
 HA1624.Superseded values are not recommended for survey control.
 HA1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1624.See file dsdata.txt to determine how the superseded data were derived.
 HA1624
 HA1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4814935266(NAD 83)
 HA1624_MARKER: DS = TRIANGULATION STATION DISK
 HA1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1624_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1624
 HA1624  HISTORY     - Date     Condition        Report By
 HA1624  HISTORY     - 1962     MONUMENTED       CGS
 HA1624
 HA1624                          STATION DESCRIPTION
 HA1624
 HA1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1624'THE STATION IS ABOUT 3-1/2 MILES EAST AND 2 MILES SOUTH OF NEBO,
 HA1624'ABOUT 1/2 MILE SOUTH OF MANITOU AND ON THE PROPERTY OF MR. GEORGE
 HA1624'ROBERTS.  IT IS 19 FEET SOUTH-SOUTHEAST OF A WITNESS POST, 18 FEET
 HA1624'SOUTH-SOUTHEAST OF A FENCE CORNER, 16 FEET SOUTH OF A WIRE
 HA1624'FENCE, 13 FEET WEST OF A TWIN TRUNKED APPLE TREE AND 8 FEET EAST OF A
 HA1624'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MANITOU
 HA1624'1962.
 HA1624'
 HA1624'TO REACH FROM THE POST OFFICE IN MANITOU, GO EAST ON U.S. HIGHWAY 41
 HA1624'ALTERNATE FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 HA1624'SOUTH ON A PAVED ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 HA1624'AND GO WEST ON A GRAVELED ROAD FOR 0.35 MILE TO THE HOME OF MR.
 HA1624'ROBERTS AND THE STATION ABOUT 300 FEET WEST OF HIS HOME.
 HA1624'
 HA1624'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN MANITOU, GO WEST ON
 HA1624'HIGHWAY 41 ALTERNATE FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HA1624'
 HA1624'REFERENCE MARK 1 IS 26 FEET EAST OF THE FENCE CORNER AND THE WITNESS
 HA1624'POST AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH
 HA1624'AND THE DISK IS STAMPED MANITOU NO 1 1962.
 HA1624'
 HA1624'REFERENCE MARK 2 IS 3 FEET EAST OF THE FENCE CORNER AND THE WITNESS
 HA1624'POST AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MONUMENT IS
 HA1624'FLUSH AND THE DISK IS STAMPED MANITOU NO 2 1962.
 HA1624'
 HA1624'THE AZIMUTH MARK IS 39 FEET WEST OF A POWER POLE, 31 FEET SOUTH OF
 HA1624'THE CENTERLINE OF HIGHWAY 41 ALTERNATE AND 1 FOOT EAST OF A
 HA1624'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MANITOU
 HA1624'1962.
 HA1624'
 HA1624'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2892 ***********************************************************************
 GZ2892  DESIGNATION -  MANSE
 GZ2892  PID         -  GZ2892
 GZ2892  STATE/COUNTY-  KY/GARRARD
 GZ2892  USGS QUAD   -  PAINT LICK (1952)
 GZ2892
 GZ2892                         *CURRENT SURVEY CONTROL
 GZ2892  ___________________________________________________________________
 GZ2892* NAD 83(1993)-  37 35 12.01930(N)    084 26 13.08822(W)     ADJUSTED  
 GZ2892* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 GZ2892  ___________________________________________________________________
 GZ2892  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 GZ2892  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GZ2892
 GZ2892  HORZ ORDER  -  THIRD
 GZ2892
 GZ2892.The horizontal coordinates were established by classical geodetic methods
 GZ2892.and adjusted by the National Geodetic Survey in December 1995..
 GZ2892
 GZ2892.The orthometric height was scaled from a topographic map.
 GZ2892
 GZ2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2892
 GZ2892.The geoid height was determined by GEOID03.
 GZ2892
 GZ2892;                    North         East     Units Scale Factor Converg.
 GZ2892;SPC KY1Z     - 1,139,914.573 1,615,957.646   MT  0.99991766   +0 48 22.1
 GZ2892;SPC KY1Z     - 3,739,869.73  5,301,687.71   sFT  0.99991766   +0 48 22.1
 GZ2892;SPC KY S     -   639,895.592   615,962.079   MT  0.99995508   +0 47 46.7
 GZ2892;SPC KY S     - 2,099,390.79  2,020,868.92   sFT  0.99995508   +0 47 46.7
 GZ2892;UTM  16      - 4,163,045.624   726,303.889   MT  1.00023086   +1 33 50.4
 GZ2892
 GZ2892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2892!SPC KY1Z     -   0.99995667  x   0.99991766  =   0.99987433
 GZ2892!SPC KY S     -   0.99995667  x   0.99995508  =   0.99991175
 GZ2892!UTM  16      -   0.99995667  x   1.00023086  =   1.00018752
 GZ2892
 GZ2892|---------------------------------------------------------------------|
 GZ2892| PID    Reference Object                     Distance      Geod. Az  |
 GZ2892|                                                           dddmmss.s |
 GZ2892| DB9677 MANSE RM 2                            8.066 METERS 02725     |
 GZ2892| DB9675 MANSE AZ MK                                        2391650.5 |
 GZ2892| DB9676 MANSE RM 1                           15.612 METERS 31336     |
 GZ2892|---------------------------------------------------------------------|
 GZ2892
 GZ2892                          SUPERSEDED SURVEY CONTROL
 GZ2892
 GZ2892  NAD 83(1986)-  37 35 12.02620(N)    084 26 13.09474(W) AD(       ) 3
 GZ2892  NAD 27      -  37 35 11.72400(N)    084 26 13.32300(W) AD(       ) 3
 GZ2892
 GZ2892.Superseded values are not recommended for survey control.
 GZ2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2892.See file dsdata.txt to determine how the superseded data were derived.
 GZ2892
 GZ2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG2630463046(NAD 83)
 GZ2892_MARKER: DS = TRIANGULATION STATION DISK
 GZ2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2892
 GZ2892  HISTORY     - Date     Condition        Report By
 GZ2892  HISTORY     - 1951     MONUMENTED       CGS
 GZ2892  HISTORY     - 1981     GOOD             NGS
 GZ2892
 GZ2892                          STATION DESCRIPTION
 GZ2892
 GZ2892'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2892'STATION IS LOCATED ABOUT 8 MILES WEST OF BEREA AND 2-1/2 MILES
 GZ2892'SOUTHWEST OF PAINT LICK ON THE GROUNDS OF THE OLD PAINT LICK
 GZ2892'PRESBYTERIAN CHURCH.  IT IS 73 FEET NORTHEAST OF A FENCE CORNER, 62
 GZ2892'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 50 FEET
 GZ2892'SOUTHEAST OF A WHITE WITNESS POST AND 24 FEET EAST OF THE CENTER OF
 GZ2892'STATE HIGHWAY 52.  THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF
 GZ2892'THE GROUND AND THE DISK IS STAMPED MANSE 1951.
 GZ2892'
 GZ2892'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE CENTER OF THE HIGHWAY, 5
 GZ2892'FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT NORTHEAST OF THE
 GZ2892'NORTHEAST EDGE OF A CONCRETE AND ROCK WALL AT THE ENTRANCE TO THE
 GZ2892'PAINT LICK CEMETERY.  THE MARK IS FLUSH WITH THE GROUND AND THE
 GZ2892'DISK IS STAMPED MANSE NO. 1 1951.
 GZ2892'
 GZ2892'REFERENCE MARK NO. 2 IS 53 FEET WEST OF THE SOUTHWEST CORNER OF THE
 GZ2892'CHURCH, 21 FEET EAST OF THE CENTER OF THE HIGHWAY AND 5 FEET
 GZ2892'NORTHEAST OF A 16 INCH WILD CHERRY TREE.  THE MARK IS FLUSH WITH THE
 GZ2892'GROUND AND THE DISK IS STAMPED MANSE NO. 2 1951.
 GZ2892'
 GZ2892'AZIMUTH MARK IS 18 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 52,
 GZ2892'AND 2 FEET NORTH OF A TELEPHONE POLE AND WHITE WITNESS POST.
 GZ2892'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 GZ2892'STAMPED MANSE 1951.
 GZ2892'
 GZ2892'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 52 AND 21
 GZ2892'ABOUT 0.2 MILE NORTHEAST OF PAINT LICK, GO SOUTHWEST ON HIGHWAY 52
 GZ2892'FOR 3.1 MILES TO THE CHURCH ON THE LEFT AND STATION ON THE LEFT AS
 GZ2892'DESCRIBED.  CONTINUE ON HIGHWAY 52 FOR 0.2 MILE TO THE
 GZ2892'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GZ2892'
 GZ2892'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GZ2892
 GZ2892                          STATION RECOVERY (1981)
 GZ2892
 GZ2892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GZ2892'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 GZ2892'THE FOLLOWING.
 GZ2892'
 GZ2892'THE STATION MARK IS 14 FEET NORTHWEST OF THE CENTERLINE OF A DRIVEWAY
 GZ2892'AND 5 FEET NORTHEAST OF A 16 INCH MAPLE TREE.
 GZ2892'
 GZ2892'REFERENCE MARK 1 IS 30 FEET NORTH OF CENTERLINE OF CEMETERY DRIVE AND
 GZ2892'IS 1 INCH UNDERGROUND.
 GZ2892'
 GZ2892'THE AZIMUTH MARK IS UNDERGROUND 1 INCH, 6 FEET EAST OF A FENCE AND 1
 GZ2892'FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3292 ***********************************************************************
 GY3292  DESIGNATION -  MANUEL
 GY3292  PID         -  GY3292
 GY3292  STATE/COUNTY-  KY/PERRY
 GY3292  USGS QUAD   -  KRYPTON (1972)
 GY3292
 GY3292                         *CURRENT SURVEY CONTROL
 GY3292  ___________________________________________________________________
 GY3292* NAD 83(1993)-  37 19 11.70796(N)    083 15 06.50306(W)     ADJUSTED  
 GY3292* NAVD 88     -       489.     (meters)    1604.     (feet)  SCALED    
 GY3292  ___________________________________________________________________
 GY3292  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 GY3292  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GY3292
 GY3292  HORZ ORDER  -  THIRD
 GY3292
 GY3292.The horizontal coordinates were established by classical geodetic methods
 GY3292.and adjusted by the National Geodetic Survey in December 1995..
 GY3292
 GY3292.The orthometric height was scaled from a topographic map.
 GY3292
 GY3292.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3292
 GY3292.The geoid height was determined by GEOID03.
 GY3292
 GY3292;                    North         East     Units Scale Factor Converg.
 GY3292;SPC KY1Z     - 1,112,458.414 1,721,396.170   MT  0.99995180   +1 32 01.7
 GY3292;SPC KY1Z     - 3,649,790.65  5,647,613.93   sFT  0.99995180   +1 32 01.7
 GY3292;SPC KY S     -   612,412.697   721,395.404   MT  0.99994543   +1 30 54.2
 GY3292;SPC KY S     - 2,009,223.99  2,366,778.09   sFT  0.99994543   +1 30 54.2
 GY3292;UTM  17      - 4,132,740.756   300,471.923   MT  1.00009043   -1 21 56.3
 GY3292
 GY3292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3292!SPC KY1Z     -   0.99992821  x   0.99995180  =   0.99988001
 GY3292!SPC KY S     -   0.99992821  x   0.99994543  =   0.99987364
 GY3292!UTM  17      -   0.99992821  x   1.00009043  =   1.00001863
 GY3292
 GY3292|---------------------------------------------------------------------|
 GY3292| PID    Reference Object                     Distance      Geod. Az  |
 GY3292|                                                           dddmmss.s |
 GY3292| DB9678 MANUEL RM 1                           8.138 METERS 05616     |
 GY3292| DB9679 MANUEL RM 2                           6.443 METERS 30127     |
 GY3292|---------------------------------------------------------------------|
 GY3292
 GY3292                          SUPERSEDED SURVEY CONTROL
 GY3292
 GY3292  NAD 83(1986)-  37 19 11.71535(N)    083 15 06.50840(W) AD(       ) 3
 GY3292  NAD 27      -  37 19 11.36600(N)    083 15 06.87200(W) AD(       ) 3
 GY3292
 GY3292.Superseded values are not recommended for survey control.
 GY3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3292.See file dsdata.txt to determine how the superseded data were derived.
 GY3292
 GY3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB0047232741(NAD 83)
 GY3292_MARKER: DS = TRIANGULATION STATION DISK
 GY3292_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3292_SP_SET: PREFABRICATED CONCRETE POST
 GY3292
 GY3292  HISTORY     - Date     Condition        Report By
 GY3292  HISTORY     - 1950     MONUMENTED       CGS
 GY3292  HISTORY     - 1959     GOOD             THOMAS
 GY3292  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 GY3292
 GY3292                          STATION DESCRIPTION
 GY3292
 GY3292'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3292'STATION IS LOCATED ON A HIGH, TIMBER AND BRUSH COVERED RIDGE THAT
 GY3292'LIES ON THE WEST SIDE OF STATE HIGHWAY 28 ABOUT 6 MILES
 GY3292'NORTHWEST OF HAZARD.  IT IS 30 FEET SOUTH OF THE HIGHEST POINT OF
 GY3292'RIDGE, 9 FEET SOUTHWEST OF A WHITE WITNESS POST AND 7 FEET
 GY3292'NORTH OF A 36 INCH CHESTNUT OAK TREE.  THE MARK IS A 6 INCH IRON PIPE
 GY3292'FILLED WITH CONCRETE.  IT PROJECTS ABOUT 6 INCHES AND THE
 GY3292'DISK IS STAMPED MANUEL 1950.
 GY3292'
 GY3292'REFERENCE MARK NO. 1 IS 6 FEET NORTHWEST OF A 24 INCH CHESTNUT OAK
 GY3292'TREE.  THE MARK IS A 4 INCH IRON PIPE FILLED WITH CONCRETE.  IT
 GY3292'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED MANUEL NO 1 1950.
 GY3292'
 GY3292'REFERENCE MARK NO. 2 IS 5 FEET NORTH OF A 12 INCH PINE TREE.  THE
 GY3292'MARK IS A 4 INCH PIPE FILLED WITH CONCRETE.  IT PROJECTS ABOUT
 GY3292'8 INCHES AND THE DISK IS STAMPED MANUEL NO 2 1950.
 GY3292'
 GY3292'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3292'
 GY3292'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 80,
 GY3292'WHICH IS ABOUT 3 MILES NORTH OF HAZARD, GO WEST ON HIGHWAY 80
 GY3292'FOR 1.45 MILES TO THE JUNCTION OF STATE HIGHWAY 28.  TURN RIGHT AND
 GY3292'GO NORTH ON HIGHWAY 28 FOR 2.05 MILES TO THE JUNCTION OF STATE
 GY3292'HIGHWAY 267.  TURN LEFT ON HIGHWAY 28, AND GO 2.8 MILES TO TOP OF A
 GY3292'STEEP GRADE AND BEGINNING OF DEEP CUT.  FROM HERE PACK WEST
 GY3292'ACROSS FIELD TO WOODS.  CONTINUE WEST UP HILL THROUGH WOODS TO TOP OF
 GY3292'RIDGE.  TURN RIGHT AND GO NORTH UP RIDGE TO HIGHEST POINT AND
 GY3292'STATION AS DESCRIBED.  (30 MIN. PACK.)
 GY3292'
 GY3292'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GY3292
 GY3292                          STATION RECOVERY (1959)
 GY3292
 GY3292'RECOVERY NOTE BY THOMAS ENG AND SURV 1959 (HBW)
 GY3292'STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND UNDISTURBED.
 GY3292
 GY3292                          STATION RECOVERY (1980)
 GY3292
 GY3292'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (BQ)
 GY3292'MANUEL 1950 FOUND DESTROYED.
 GY3292'
 GY3292'RM NO. 1 FOUND DESTROYED.
 GY3292'
 GY3292'RM NO. 2 FOUND DESTROYED.
 GY3292'
 GY3292'HILLTOP WHERE MONUMENT WAS SET HAS BEEN STRIPPED OFF FOR COAL
 GY3292'MINING AND RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2708 ***********************************************************************
 GC2708  DESIGNATION -  MAPLE
 GC2708  PID         -  GC2708
 GC2708  STATE/COUNTY-  KY/TRIGG
 GC2708  USGS QUAD   -  CADIZ (1982)
 GC2708
 GC2708                         *CURRENT SURVEY CONTROL
 GC2708  ___________________________________________________________________
 GC2708* NAD 83(1993)-  36 46 48.56396(N)    087 48 29.19352(W)     ADJUSTED  
 GC2708* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 GC2708  ___________________________________________________________________
 GC2708  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 GC2708  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC2708
 GC2708  HORZ ORDER  -  SECOND
 GC2708
 GC2708.The horizontal coordinates were established by classical geodetic methods
 GC2708.and adjusted by the National Geodetic Survey in December 1995..
 GC2708
 GC2708.The orthometric height was scaled from a topographic map.
 GC2708
 GC2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2708
 GC2708.The geoid height was determined by GEOID03.
 GC2708
 GC2708;                    North         East     Units Scale Factor Converg.
 GC2708;SPC KY1Z     - 1,051,618.115 1,316,277.216   MT  1.00008633   -1 15 49.0
 GC2708;SPC KY1Z     - 3,450,183.77  4,318,486.17   sFT  1.00008633   -1 15 49.0
 GC2708;SPC KY S     -   551,586.700   316,294.214   MT  0.99999183   -1 14 53.4
 GC2708;SPC KY S     - 1,809,664.03  1,037,708.60   sFT  0.99999183   -1 14 53.4
 GC2708;UTM  16      - 4,070,789.373   427,890.453   MT  0.99966406   -0 29 01.9
 GC2708
 GC2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2708!SPC KY1Z     -   0.99997335  x   1.00008633  =   1.00005968
 GC2708!SPC KY S     -   0.99997335  x   0.99999183  =   0.99996518
 GC2708!UTM  16      -   0.99997335  x   0.99966406  =   0.99963742
 GC2708
 GC2708|---------------------------------------------------------------------|
 GC2708| PID    Reference Object                     Distance      Geod. Az  |
 GC2708|                                                           dddmmss.s |
 GC2708| CG6846 MAPLE RM 1                           23.360 METERS 04511     |
 GC2708| CG6845 MAPLE AZ MK                                        1532503.6 |
 GC2708| CG6847 MAPLE RM 2                           29.765 METERS 31738     |
 GC2708|---------------------------------------------------------------------|
 GC2708
 GC2708                          SUPERSEDED SURVEY CONTROL
 GC2708
 GC2708  NAD 83(1986)-  36 46 48.57267(N)    087 48 29.19644(W) AD(       ) 2
 GC2708  NAD 27      -  36 46 48.39500(N)    087 48 29.13900(W) AD(       ) 2
 GC2708
 GC2708.Superseded values are not recommended for survey control.
 GC2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2708.See file dsdata.txt to determine how the superseded data were derived.
 GC2708
 GC2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2789070789(NAD 83)
 GC2708_MARKER: DS = TRIANGULATION STATION DISK
 GC2708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2708
 GC2708  HISTORY     - Date     Condition        Report By
 GC2708  HISTORY     - 1953     MONUMENTED       CGS
 GC2708
 GC2708                          STATION DESCRIPTION
 GC2708
 GC2708'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2708'STATION IS LOCATED ON THE PROPERTY OF OTIS LANCASTER ON THE WEST SIDE
 GC2708'OF STATE HIGHWAY 139 ABOUT 6 MILES SOUTH OF CADIZ. IT IS ABOUT
 GC2708'0.05 MILE WEST OF THE HIGHWAY, 68 FEET SOUTH OF THE SOUTHEAST CORNER
 GC2708'OF MR. LANCASTERS HOUSE, 42 FEET SOUTH OF THE CENTER OF A
 GC2708'DRIVEWAY AND 12 FEET NORTHWEST OF A SMALL APPLE TREE. THE MARK IS
 GC2708'FLUSH AND THE DISK IS STAMPED MAPLE 1953.
 GC2708'
 GC2708'REFERENCE MARK NO. 1 IS 47 FEET EAST OF THE SOUTHEAST CORNER OF THE
 GC2708'HOUSE, 6 FEET NORTHWEST OF THE CENTER OF THE DRIVEWAY AND 3
 GC2708'FEET SOUTH OF A SMALL PINE TREE. THE MARK PROJECTS ABOUT 2 INCHES AND
 GC2708'THE DISK IS STAMPED MAPLE NO 1 1953.
 GC2708'
 GC2708'REFERENCE MARK NO. 2 IS 46 FEET WEST OF THE SOUTHWEST CORNER OF THE
 GC2708'HOUSE AND 4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GC2708'SMALL SHED. THE MARK IS FLUSH AND THE DISK IS STAMPED MAPLE NO 2
 GC2708'1953.
 GC2708'
 GC2708'AZIMUTH MARK IS 40 FEET WEST OF THE CENTER OF STATE HIGHWAY 139, 2
 GC2708'FEET EAST OF A POWER POLE AND 2 FEET NORTH OF A WHITE WITNESS
 GC2708'POST. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED MAPLE
 GC2708'1953.
 GC2708'
 GC2708'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GC2708'HIGHWAY 139 IN CADIZ, GO SOUTH ON HIGHWAY 139 FOR 6.1 MILES TO
 GC2708'A GRAVEL DRIVEWAY RIGHT TO MR. LANCASTERS HOUSE. TURN RIGHT AND GO
 GC2708'WEST ON THE DRIVEWAY FOR 0.05 MILE TO THE HOUSE AND THE
 GC2708'STATION AS DESCRIBED.
 GC2708'
 GC2708'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE DRIVEWAY
 GC2708'FOR 0.05 MILE TO HIGHWAY 139. TURN RIGHT ON THE HIGHWAY AND
 GC2708'GO SOUTH FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2708'
 GC2708'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1485 ***********************************************************************
 HB1485  DESIGNATION -  MARION
 HB1485  PID         -  HB1485
 HB1485  STATE/COUNTY-  KY/CRITTENDEN
 HB1485  USGS QUAD   -  MARION (1954)
 HB1485
 HB1485                         *CURRENT SURVEY CONTROL
 HB1485  ___________________________________________________________________
 HB1485* NAD 83(1993)-  37 19 05.67970(N)    088 04 40.15473(W)     ADJUSTED  
 HB1485* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 HB1485  ___________________________________________________________________
 HB1485  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 HB1485  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HB1485
 HB1485  HORZ ORDER  -  SECOND
 HB1485
 HB1485.The horizontal coordinates were established by classical geodetic methods
 HB1485.and adjusted by the National Geodetic Survey in October 1999..
 HB1485
 HB1485.The orthometric height was scaled from a topographic map.
 HB1485
 HB1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1485
 HB1485.The geoid height was determined by GEOID03.
 HB1485
 HB1485;                    North         East     Units Scale Factor Converg.
 HB1485;SPC KY1Z     - 1,111,882.223 1,293,694.815   MT  0.99995208   -1 25 45.1
 HB1485;SPC KY1Z     - 3,647,900.26  4,244,397.07   sFT  0.99995208   -1 25 45.1
 HB1485;SPC KY S     -   611,841.276   293,695.665   MT  0.99994544   -1 24 42.2
 HB1485;SPC KY S     - 2,007,349.25    963,566.53   sFT  0.99994544   -1 24 42.2
 HB1485;UTM  16      - 4,130,721.798   404,499.400   MT  0.99971234   -0 39 12.5
 HB1485
 HB1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1485!SPC KY1Z     -   0.99996678  x   0.99995208  =   0.99991887
 HB1485!SPC KY S     -   0.99996678  x   0.99994544  =   0.99991223
 HB1485!UTM  16      -   0.99996678  x   0.99971234  =   0.99967913
 HB1485
 HB1485:                Primary Azimuth Mark                     Grid Az
 HB1485:SPC KY1Z     -  MARION MUNICIPAL TANK                    003 49 36.0
 HB1485:SPC KY S     -  MARION MUNICIPAL TANK                    003 48 33.1
 HB1485:UTM  16      -  MARION MUNICIPAL TANK                    003 03 03.4
 HB1485
 HB1485|---------------------------------------------------------------------|
 HB1485| PID    Reference Object                     Distance      Geod. Az  |
 HB1485|                                                           dddmmss.s |
 HB1485| HB1483 MARION MUNICIPAL TANK               APPROX. 1.1 KM 0022350.9 |
 HB1485| CI4583 MARION RM 1                          21.861 METERS 09747     |
 HB1485| CI4584 MARION RM 2                          29.016 METERS 16438     |
 HB1485| HB1429 MARION AZ MK                                       3043049.7 |
 HB1485|---------------------------------------------------------------------|
 HB1485
 HB1485                          SUPERSEDED SURVEY CONTROL
 HB1485
 HB1485  NAD 83(1993)-  37 19 05.68014(N)    088 04 40.15448(W) AD(       ) 2
 HB1485  NAD 83(1986)-  37 19 05.68759(N)    088 04 40.15731(W) AD(       ) 2
 HB1485  NAD 27      -  37 19 05.50196(N)    088 04 40.07072(W) AD(       ) 2
 HB1485
 HB1485.Superseded values are not recommended for survey control.
 HB1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1485.See file dsdata.txt to determine how the superseded data were derived.
 HB1485
 HB1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG0449930722(NAD 83)
 HB1485_MARKER: DS = TRIANGULATION STATION DISK
 HB1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1485_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1485+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 HB1485
 HB1485  HISTORY     - Date     Condition        Report By
 HB1485  HISTORY     - 1962     MONUMENTED       CGS
 HB1485  HISTORY     - 20020417 GOOD             PENRIL
 HB1485
 HB1485                          STATION DESCRIPTION
 HB1485
 HB1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1485'THE STATION IS ABOUT 1.0 MILE SOUTH OF MARION, ON A HIGH PROMINENT
 HB1485'HILL AND IS ON THE PROPERTY OF MR. KERNIE CRIDER.  IT IS 75 FEET
 HB1485'NORTHWEST OF THE NORTH CORNER OF AN ABANDONED HOUSE, 35 FEET
 HB1485'SOUTHWEST OF A FENCE CORNER, 4 FEET NORTHEAST OF A WITNESS POST AND 6
 HB1485'INCHES NORTHWEST OF A WIRE FENCE.  THE MONUMENT IS 18 INCHES
 HB1485'UNDERGROUND AND THE DISK IS STAMPED MARION 1962.
 HB1485'
 HB1485'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 HB1485'MARION, GO SOUTH ON MAIN STREET FOR 0.1 MILE TO DEPOT STREET
 HB1485'(STATE HIGHWAY 506).  TURN LEFT AND GO EAST ON EAST DEPOT STREET
 HB1485'(STATE HIGHWAY 506) FOR 0.25 MILE TO A RAILROAD CROSSING.  CONTINUE
 HB1485'EAST AND SOUTH ON STATE HIGHWAY 506 FOR 1.45 MILE TO A DRIVEWAY ON
 HB1485'THE RIGHT AT A POINT WHERE HIGHWAY 506 CURVES TO THE EAST.
 HB1485'TURN RIGHT AND FOLLOW THE DRIVEWAY WEST FOR 0.15 MILE TO THE STATION
 HB1485'AND THE ABANDONED HOUSE ON THE LEFT.
 HB1485'
 HB1485'TO REACH THE AZIMUTH MARK FROM THE SOUTHEAST CORNER OF THE COURT
 HB1485'HOUSE SQUARE IN MARION, GO SOUTH ON MAIN STREET FOR 0.85 MILE TO
 HB1485'A Y-FORK.  KEEP RIGHT AND GO SOUTH AND WEST ON STATE HIGHWAY 688 FOR
 HB1485'0.1 MILE TO THE MARK ON THE RIGHT.
 HB1485'
 HB1485'REFERENCE MARK 1 IS 52 FEET NORTH OF THE NORTH CORNER OF THE
 HB1485'ABANDONED HOUSE, 10 FEET SOUTHWEST OF A WIRE FENCE AND 4 FEET WEST
 HB1485'OF A CEDAR TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 HB1485'STAMPED MARION NO 1 1962.
 HB1485'
 HB1485'REFERENCE MARK 2 IS 95 FEET SOUTH OF THE WITNESS POST, 18 FEET
 HB1485'SOUTHEAST OF THE WIRE FENCE AND 3 FEET NORTHWEST OF THE WEST CORNER
 HB1485'OF THE ABANDONED HOUSE.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK
 HB1485'IS STAMPED MARION NO 2 1962.
 HB1485'
 HB1485'THE AZIMUTH MARK IS 26 FEET NORTH OF THE CENTERLINE OF HIGHWAY 688,
 HB1485'10 FEET WEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 3 FEET
 HB1485'SOUTHWEST OF A WITNESS POST AND 2 FEET SOUTH OF A POWER POLE.  THE
 HB1485'MONUMENT IS FLUSH AND THE DISK IS STAMPED MARION 1962.
 HB1485'
 HB1485'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HB1485
 HB1485                          STATION RECOVERY (2002)
 HB1485
 HB1485'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2002 (RL)
 HB1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1429 ***********************************************************************
 HB1429  DESIGNATION -  MARION AZ MK
 HB1429  PID         -  HB1429
 HB1429  STATE/COUNTY-  KY/CRITTENDEN
 HB1429  USGS QUAD   -  MARION (1954)
 HB1429
 HB1429                         *CURRENT SURVEY CONTROL
 HB1429  ___________________________________________________________________
 HB1429* NAD 83(1986)-  37 19 18.     (N)    088 05 03.     (W)     SCALED    
 HB1429* NAVD 88     -       181.717  (meters)     596.18   (feet)  ADJUSTED  
 HB1429  ___________________________________________________________________
 HB1429  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 HB1429  DYNAMIC HT  -         181.583 (meters)     595.74  (feet)  COMP
 HB1429  MODELED GRAV-     979,890.4   (mgal)                       NAVD 88
 HB1429
 HB1429  VERT ORDER  -  FIRST     CLASS II
 HB1429
 HB1429.The horizontal coordinates were scaled from a topographic map and have
 HB1429.an estimated accuracy of +/- 6 seconds.
 HB1429
 HB1429.The orthometric height was determined by differential leveling
 HB1429.and adjusted by the National Geodetic Survey in June 1991..
 HB1429
 HB1429.The geoid height was determined by GEOID03.
 HB1429
 HB1429.The dynamic height is computed by dividing the NAVD 88
 HB1429.geopotential number by the normal gravity value computed on the
 HB1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1429.degrees latitude (g = 980.6199 gals.).
 HB1429
 HB1429.The modeled gravity was interpolated from observed gravity values.
 HB1429
 HB1429;                    North         East    Units  Estimated Accuracy
 HB1429;SPC KY1Z     - 1,112,280.    1,293,140.      MT  (+/- 180 meters Scaled)
 HB1429
 HB1429                          SUPERSEDED SURVEY CONTROL
 HB1429
 HB1429.No superseded survey control is available for this station.
 HB1429
 HB1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG039311(NAD 83)
 HB1429_MARKER: DZ = AZIMUTH MARK DISK
 HB1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1429_SP_SET: CONCRETE POST
 HB1429_STAMPING: MARION 1962
 HB1429_MARK LOGO: CGS   
 HB1429_PROJECTION: FLUSH
 HB1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1429+STABILITY: SURFACE MOTION
 HB1429
 HB1429  HISTORY     - Date     Condition        Report By
 HB1429  HISTORY     - 1962     MONUMENTED       CGS
 HB1429  HISTORY     - 1986     GOOD             NGS
 HB1429
 HB1429                          STATION DESCRIPTION
 HB1429
 HB1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HB1429'0.8 KM (0.5 MI) SOUTH FROM MARION.
 HB1429'0.7 KM (0.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 641 FROM ITS JUNCTION
 HB1429'WITH U.S. HIGHWAY 60 IN MARION, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG
 HB1429'CHAPEL HILL ROAD, 21.5 M (70.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 HB1429'OF A HOUSE, 7.7 M (25.3 FT) NORTH OF THE CENTER OF THE ROAD, 3.8 M
 HB1429'(12.5 FT) WEST OF THE CENTER OF AN ALLEY, AND 2.4 M (7.9 FT) SOUTH OF
 HB1429'UTILITY PEDESTAL NUMBER 2.
 HB1429'THE MARK IS 0.7 METERS  SW FROM  A WITNESS POST
 HB1429'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1483 ***********************************************************************
 HB1483  DESIGNATION -  MARION MUNICIPAL TANK
 HB1483  PID         -  HB1483
 HB1483  STATE/COUNTY-  KY/CRITTENDEN
 HB1483  USGS QUAD   -  MARION (1954)
 HB1483
 HB1483                         *CURRENT SURVEY CONTROL
 HB1483  ___________________________________________________________________
 HB1483* NAD 83(1993)-  37 19 41.47047(N)    088 04 38.27824(W)     ADJUSTED  
 HB1483* NAVD 88     -                                                        
 HB1483  ___________________________________________________________________
 HB1483  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 HB1483  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 HB1483
 HB1483  HORZ ORDER  -  THIRD
 HB1483
 HB1483.The horizontal coordinates were established by classical geodetic methods
 HB1483.and adjusted by the National Geodetic Survey in October 1999..
 HB1483
 HB1483
 HB1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1483
 HB1483.The geoid height was determined by GEOID03.
 HB1483
 HB1483;                    North         East     Units Scale Factor Converg.
 HB1483;SPC KY1Z     - 1,112,984.061 1,293,768.514   MT  0.99995042   -1 25 43.9
 HB1483;SPC KY1Z     - 3,651,515.21  4,244,638.87   sFT  0.99995042   -1 25 43.9
 HB1483;SPC KY S     -   612,943.129   293,769.028   MT  0.99994541   -1 24 41.1
 HB1483;SPC KY S     - 2,010,964.25    963,807.22   sFT  0.99994541   -1 24 41.1
 HB1483;UTM  16      - 4,131,824.269   404,558.162   MT  0.99971221   -0 39 11.9
 HB1483
 HB1483                          SUPERSEDED SURVEY CONTROL
 HB1483
 HB1483  NAD 83(1993)-  37 19 41.47075(N)    088 04 38.27799(W) AD(       ) 4
 HB1483  NAD 83(1986)-  37 19 41.47830(N)    088 04 38.28076(W) AD(       ) 4
 HB1483  NAD 27      -  37 19 41.29176(N)    088 04 38.19456(W) AD(       ) 3
 HB1483
 HB1483.Superseded values are not recommended for survey control.
 HB1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1483.See file dsdata.txt to determine how the superseded data were derived.
 HB1483
 HB1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG0455831824(NAD 83)
 HB1483_MARKER: 53 = ELEVATED TANK
 HB1483
 HB1483  HISTORY     - Date     Condition        Report By
 HB1483  HISTORY     - 1962     FIRST OBSERVED   CGS
 HB1483
 HB1483                          STATION DESCRIPTION
 HB1483
 HB1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1483'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED IN THE
 HB1483'SOUTHEAST EDGE OF MARION, ON THE SOUTH SIDE OF EAST ELM STREET.  IT
 HB1483'IS A 4 LEGGED STEEL TANK PAINTED SILVER WITH THE LEGEND MARION ON THE
 HB1483'NORTH AND SOUTH SIDES.  THE OVERALL HEIGHT IS 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1484 ***********************************************************************
 HB1484  DESIGNATION -  MARION RADIO STA KIR 912 MAST
 HB1484  PID         -  HB1484
 HB1484  STATE/COUNTY-  KY/CRITTENDEN
 HB1484  USGS QUAD   -  MARION (1954)
 HB1484
 HB1484                         *CURRENT SURVEY CONTROL
 HB1484  ___________________________________________________________________
 HB1484* NAD 83(1993)-  37 20 11.95077(N)    088 05 13.44806(W)     ADJUSTED  
 HB1484* NAVD 88     -                                                        
 HB1484  ___________________________________________________________________
 HB1484  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 HB1484  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 HB1484
 HB1484  HORZ ORDER  -  THIRD
 HB1484
 HB1484.The horizontal coordinates were established by classical geodetic methods
 HB1484.and adjusted by the National Geodetic Survey in October 1999..
 HB1484
 HB1484
 HB1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1484
 HB1484.The geoid height was determined by GEOID03.
 HB1484
 HB1484;                    North         East     Units Scale Factor Converg.
 HB1484;SPC KY1Z     - 1,113,945.027 1,292,926.518   MT  0.99994902   -1 26 05.5
 HB1484;SPC KY1Z     - 3,654,667.98  4,241,876.42   sFT  0.99994902   -1 26 05.5
 HB1484;SPC KY S     -   613,903.834   292,926.742   MT  0.99994540   -1 25 02.4
 HB1484;SPC KY S     - 2,014,116.16    961,043.82   sFT  0.99994540   -1 25 02.4
 HB1484;UTM  16      - 4,132,773.526   403,703.438   MT  0.99971423   -0 39 33.7
 HB1484
 HB1484                          SUPERSEDED SURVEY CONTROL
 HB1484
 HB1484  NAD 83(1993)-  37 20 11.95121(N)    088 05 13.44775(W) AD(       ) 4
 HB1484  NAD 83(1986)-  37 20 11.95867(N)    088 05 13.45051(W) AD(       ) 4
 HB1484  NAD 27      -  37 20 11.77274(N)    088 05 13.36258(W) AD(       ) 3
 HB1484
 HB1484.Superseded values are not recommended for survey control.
 HB1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1484.See file dsdata.txt to determine how the superseded data were derived.
 HB1484
 HB1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG0370332774(NAD 83)
 HB1484_MARKER: 42 = RADIO/TV MAST
 HB1484
 HB1484  HISTORY     - Date     Condition        Report By
 HB1484  HISTORY     - 1962     FIRST OBSERVED   CGS
 HB1484
 HB1484                          STATION DESCRIPTION
 HB1484
 HB1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1484'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ON THE WEST
 HB1484'SIDE OF U.S. HIGHWAY 641 IN THE SOUTH EDGE OF MARION, AND IS
 HB1484'OWNED AND OPERATED BY THE MARION MACHINE WORKS OF MARION.  IT IS A
 HB1484'GUYED STEEL STRUCTURE PAINTED SILVER, AND HAS MANY ANTENNAS AT THE
 HB1484'TOP.  THE OVERALL HEIGHT IS 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1104 ***********************************************************************
 GB1104  DESIGNATION -  MARSHES
 GB1104  PID         -  GB1104
 GB1104  STATE/COUNTY-  KY/MCCREARY
 GB1104  USGS QUAD   -  NEVELSVILLE (1983)
 GB1104
 GB1104                         *CURRENT SURVEY CONTROL
 GB1104  ___________________________________________________________________
 GB1104* NAD 83(1993)-  36 45 23.45830(N)    084 30 12.78428(W)     ADJUSTED  
 GB1104* NAVD 88     -       405.102  (meters)    1329.07   (feet)  ADJUSTED  
 GB1104  ___________________________________________________________________
 GB1104  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 GB1104  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GB1104  DYNAMIC HT  -         404.779 (meters)    1328.01  (feet)  COMP
 GB1104  MODELED GRAV-     979,819.8   (mgal)                       NAVD 88
 GB1104
 GB1104  HORZ ORDER  -  THIRD
 GB1104  VERT ORDER  -  SECOND    CLASS 0
 GB1104
 GB1104.The horizontal coordinates were established by classical geodetic methods
 GB1104.and adjusted by the National Geodetic Survey in December 1995..
 GB1104
 GB1104.The orthometric height was determined by differential leveling
 GB1104.and adjusted by the National Geodetic Survey in June 1991..
 GB1104
 GB1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1104
 GB1104.The geoid height was determined by GEOID03.
 GB1104
 GB1104.The dynamic height is computed by dividing the NAVD 88
 GB1104.geopotential number by the normal gravity value computed on the
 GB1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1104.degrees latitude (g = 980.6199 gals.).
 GB1104
 GB1104.The modeled gravity was interpolated from observed gravity values.
 GB1104
 GB1104;                    North         East     Units Scale Factor Converg.
 GB1104;SPC KY1Z     - 1,047,711.786 1,611,308.433   MT  1.00009422   +0 45 55.0
 GB1104;SPC KY1Z     - 3,437,367.75  5,286,434.42   sFT  1.00009422   +0 45 55.0
 GB1104;SPC KY S     -   547,696.403   611,297.568   MT  0.99999587   +0 45 21.3
 GB1104;SPC KY S     - 1,796,900.62  2,005,565.44   sFT  0.99999587   +0 45 21.3
 GB1104;UTM  16      - 4,070,768.807   722,850.638   MT  1.00021187   +1 29 40.3
 GB1104
 GB1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1104!SPC KY1Z     -   0.99994100  x   1.00009422  =   1.00003521
 GB1104!SPC KY S     -   0.99994100  x   0.99999587  =   0.99993687
 GB1104!UTM  16      -   0.99994100  x   1.00021187  =   1.00015286
 GB1104
 GB1104|---------------------------------------------------------------------|
 GB1104| PID    Reference Object                     Distance      Geod. Az  |
 GB1104|                                                           dddmmss.s |
 GB1104| GB1106 MARSHES RM 1                         27.792 METERS 15309     |
 GB1104| GB2513 STEARNS COAL AND LUMBER CO STK      APPROX. 7.3 KM 1612739.8 |
 GB1104| GB2516 STEARNS                             APPROX. 5.8 KM 1704548.0 |
 GB1104| GB1105 MARSHES RM 2                         16.328 METERS 27131     |
 GB1104|---------------------------------------------------------------------|
 GB1104
 GB1104                          SUPERSEDED SURVEY CONTROL
 GB1104
 GB1104  NAD 83(1986)-  36 45 23.46797(N)    084 30 12.78752(W) AD(       ) 3
 GB1104  NAD 27      -  36 45 23.19900(N)    084 30 13.00600(W) AD(       ) 3
 GB1104  NGVD 29 (??/??/92)  405.241  (m)         1329.53   (f) ADJ UNCH    2 0
 GB1104
 GB1104.Superseded values are not recommended for survey control.
 GB1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1104.See file dsdata.txt to determine how the superseded data were derived.
 GB1104
 GB1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2285170769(NAD 83)
 GB1104_MARKER: DS = TRIANGULATION STATION DISK
 GB1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1104_STAMPING: MARSHES 1950 1329.528
 GB1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1104+STABILITY: SURFACE MOTION
 GB1104
 GB1104  HISTORY     - Date     Condition        Report By
 GB1104  HISTORY     - 1950     MONUMENTED       CGS
 GB1104  HISTORY     - 1951     GOOD             NGS
 GB1104  HISTORY     - 1957     GOOD             NGS
 GB1104
 GB1104                          STATION DESCRIPTION
 GB1104
 GB1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB1104'STATION IS LOCATED ABOUT 5 MILES NORTH OF STEARNS AND 3 MILES
 GB1104'NORTHWEST OF WHITLEY CITY ON THE PROPERTY OF THE CUMBERLAND
 GB1104'NATIONAL FOREST.  IT IS 152 FEET NORTHWEST OF A Y INTERSECTION OF
 GB1104'GRAVEL AND DIRT ROAD, 40 FEET NORTHEAST OF CENTER OF GRAVEL ROAD, 24
 GB1104'FEET SOUTH OF A TRIANGLE BLAZED PINE TREE AND 4 FEET SOUTHWEST OF A
 GB1104'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 GB1104'IS STAMPED MARSHES 1950.
 GB1104'
 GB1104'REFERENCE MARK NO.1 IS 23 FEET WEST OF CENTER OF GRAVEL ROAD.  THE
 GB1104'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MARSHES
 GB1104'NO 1 1950.
 GB1104'
 GB1104'REFERENCE MARK NO. 2 IS 23 FEET NORTHEAST OF CENTER OF GRAVEL ROAD.
 GB1104'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MARSHES
 GB1104'NO 2 1950.
 GB1104'
 GB1104'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GB1104'
 GB1104'TO REACH STATION FROM THE MCCREARY COUNTY COURTHOUSE IN WHITLEY CITY,
 GB1104'GO NORTH ON U.S.HIGHWAY 27 FOR 1.5 MILES TO A GRAVEL CROSSROAD,
 GB1104'TURN LEFT ON GRAVEL ROAD AND GO NORTH AND WEST FOR 0.2 MILE TO A ROAD
 GB1104'FORK, TURN RIGHT AND GO 1.6 MILES TO A Y INTERSECTION AND
 GB1104'STATION AS DESCRIBED.
 GB1104'
 GB1104'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB1104
 GB1104                          STATION RECOVERY (1951)
 GB1104
 GB1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GB1104'1.8 MI NW FROM MARSHES SIDING.
 GB1104'ABOUT 1.8 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO MOUTH
 GB1104'OF ALUM CREEK FROM THE JUNCTION OF U.S. HIGHWAY 27 AT MARSHES
 GB1104'SIDING, IN THE Y OF JUNCTION OF A ROAD NORTHWEST, ON OUTSIDE
 GB1104'OF A CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST IN GRAVEL
 GB1104'ROAD, 45 FEET NORTH-NORTHEAST OF CENTER LINE OF ROAD, 33 FEET
 GB1104'SOUTHWEST OF CENTER LINE OF ROAD NORTHWEST, 54 FEET EAST OF RM
 GB1104'NO. 2, 91 FEET NORTH-NORTHWEST AND ACROSS ROAD FROM RM NO. 1,
 GB1104'4 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 10 FEET
 GB1104'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 GB1104'PROJECTING 4 INCHES.
 GB1104
 GB1104                          STATION RECOVERY (1957)
 GB1104
 GB1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1106 ***********************************************************************
 GB1106  DESIGNATION -  MARSHES RM 1
 GB1106  PID         -  GB1106
 GB1106  STATE/COUNTY-  KY/MCCREARY
 GB1106  USGS QUAD   -  NEVELSVILLE (1983)
 GB1106
 GB1106                         *CURRENT SURVEY CONTROL
 GB1106  ___________________________________________________________________
 GB1106* NAD 83(1986)-  36 45 23.     (N)    084 30 13.     (W)     SCALED    
 GB1106* NAVD 88     -       403.280  (meters)    1323.09   (feet)  ADJUSTED  
 GB1106  ___________________________________________________________________
 GB1106  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GB1106  DYNAMIC HT  -         402.958 (meters)    1322.04  (feet)  COMP
 GB1106  MODELED GRAV-     979,819.8   (mgal)                       NAVD 88
 GB1106
 GB1106  VERT ORDER  -  SECOND    CLASS 0
 GB1106
 GB1106.The horizontal coordinates were scaled from a topographic map and have
 GB1106.an estimated accuracy of +/- 6 seconds.
 GB1106
 GB1106.The orthometric height was determined by differential leveling
 GB1106.and adjusted by the National Geodetic Survey in June 1991..
 GB1106
 GB1106.The geoid height was determined by GEOID03.
 GB1106
 GB1106.The dynamic height is computed by dividing the NAVD 88
 GB1106.geopotential number by the normal gravity value computed on the
 GB1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1106.degrees latitude (g = 980.6199 gals.).
 GB1106
 GB1106.The modeled gravity was interpolated from observed gravity values.
 GB1106
 GB1106;                    North         East    Units  Estimated Accuracy
 GB1106;SPC KY1Z     - 1,047,700.    1,611,300.      MT  (+/- 180 meters Scaled)
 GB1106
 GB1106                          SUPERSEDED SURVEY CONTROL
 GB1106
 GB1106  NGVD 29 (??/??/92)  403.419  (m)         1323.55   (f) ADJ UNCH    2 0
 GB1106
 GB1106.Superseded values are not recommended for survey control.
 GB1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1106.See file dsdata.txt to determine how the superseded data were derived.
 GB1106
 GB1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF228707(NAD 83)
 GB1106_MARKER: DR = REFERENCE MARK DISK
 GB1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1106_STAMPING: MARSHES NO 1 1950 1323.550
 GB1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1106+STABILITY: SURFACE MOTION
 GB1106
 GB1106  HISTORY     - Date     Condition        Report By
 GB1106  HISTORY     - 1950     MONUMENTED       CGS
 GB1106  HISTORY     - 1951     GOOD             NGS
 GB1106  HISTORY     - 1957     GOOD             NGS
 GB1106
 GB1106                          STATION DESCRIPTION
 GB1106
 GB1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1106'1.8 MI NW FROM MARSHES SIDING.
 GB1106'ABOUT 1.8 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO MOUTH
 GB1106'OF ALUM CREEK FROM THE JUNCTION OF U.S. HIGHWAY 27 AT MARSHES
 GB1106'SIDING, 45 FEET WEST OF CENTER OF JUNCTION OF A ROAD LEADING
 GB1106'NORTHWEST, 22 FEET SOUTH-SOUTHWEST OF CENTER LINE OF GRAVEL
 GB1106'ROAD, 91 FEET SOUTH-SOUTHEAST AND ACROSS ROAD FROM STATION MARK,
 GB1106'126 FEET SOUTHEAST AND ACROSS ROAD FROM RM NO. 2, 2 FEET WEST
 GB1106'OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE LEVEL OF ROAD
 GB1106'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GB1106
 GB1106                          STATION RECOVERY (1957)
 GB1106
 GB1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1105 ***********************************************************************
 GB1105  DESIGNATION -  MARSHES RM 2
 GB1105  PID         -  GB1105
 GB1105  STATE/COUNTY-  KY/MCCREARY
 GB1105  USGS QUAD   -  NEVELSVILLE (1983)
 GB1105
 GB1105                         *CURRENT SURVEY CONTROL
 GB1105  ___________________________________________________________________
 GB1105* NAD 83(1986)-  36 45 23.     (N)    084 30 13.     (W)     SCALED    
 GB1105* NAVD 88     -       403.298  (meters)    1323.15   (feet)  ADJUSTED  
 GB1105  ___________________________________________________________________
 GB1105  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GB1105  DYNAMIC HT  -         402.976 (meters)    1322.10  (feet)  COMP
 GB1105  MODELED GRAV-     979,819.8   (mgal)                       NAVD 88
 GB1105
 GB1105  VERT ORDER  -  SECOND    CLASS 0
 GB1105
 GB1105.The horizontal coordinates were scaled from a topographic map and have
 GB1105.an estimated accuracy of +/- 6 seconds.
 GB1105
 GB1105.The orthometric height was determined by differential leveling
 GB1105.and adjusted by the National Geodetic Survey in June 1991..
 GB1105
 GB1105.The geoid height was determined by GEOID03.
 GB1105
 GB1105.The dynamic height is computed by dividing the NAVD 88
 GB1105.geopotential number by the normal gravity value computed on the
 GB1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1105.degrees latitude (g = 980.6199 gals.).
 GB1105
 GB1105.The modeled gravity was interpolated from observed gravity values.
 GB1105
 GB1105;                    North         East    Units  Estimated Accuracy
 GB1105;SPC KY1Z     - 1,047,700.    1,611,300.      MT  (+/- 180 meters Scaled)
 GB1105
 GB1105                          SUPERSEDED SURVEY CONTROL
 GB1105
 GB1105  NGVD 29 (??/??/92)  403.437  (m)         1323.61   (f) ADJ UNCH    2 0
 GB1105
 GB1105.Superseded values are not recommended for survey control.
 GB1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1105.See file dsdata.txt to determine how the superseded data were derived.
 GB1105
 GB1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF228707(NAD 83)
 GB1105_MARKER: DR = REFERENCE MARK DISK
 GB1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1105_STAMPING: MARSHES NO 2 1950 1323.610
 GB1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1105+STABILITY: SURFACE MOTION
 GB1105
 GB1105  HISTORY     - Date     Condition        Report By
 GB1105  HISTORY     - 1950     MONUMENTED       CGS
 GB1105  HISTORY     - 1951     GOOD             NGS
 GB1105  HISTORY     - 1957     GOOD             NGS
 GB1105
 GB1105                          STATION DESCRIPTION
 GB1105
 GB1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1105'1.8 MI NW FROM MARSHES SIDING.
 GB1105'ABOUT 1.8 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO MOUTH
 GB1105'OF ALUM CREEK FROM THE JUNCTION OF U.S. HIGHWAY 27 AT MARSHES
 GB1105'SIDING, IN THE Y OF JUNCTION OF A ROAD LEADING NORTHWEST, ON
 GB1105'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST IN
 GB1105'GRAVEL ROAD, 39 FEET NORTH OF CENTER LINE OF ROAD, 82 FEET
 GB1105'SOUTHWEST OF CENTER LINE OF ROAD NORTHWEST, 54 FEET WEST OF
 GB1105'STATION MARK, 126 FEET NORTHWEST AND ACROSS ROAD FROM RM NO. 1,
 GB1105'ABOUT 10 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 GB1105'CONCRETE POST PROJECTING 2 INCHES.
 GB1105
 GB1105                          STATION RECOVERY (1957)
 GB1105
 GB1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3242 ***********************************************************************
 GY3242  DESIGNATION -  MASH
 GY3242  PID         -  GY3242
 GY3242  STATE/COUNTY-  KY/MAGOFFIN
 GY3242  USGS QUAD   -  SALYERSVILLE NORTH (1992)
 GY3242
 GY3242                         *CURRENT SURVEY CONTROL
 GY3242  ___________________________________________________________________
 GY3242* NAD 83(1993)-  37 45 15.69488(N)    083 00 15.49054(W)     ADJUSTED  
 GY3242* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 GY3242  ___________________________________________________________________
 GY3242  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 GY3242  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GY3242
 GY3242  HORZ ORDER  -  THIRD
 GY3242
 GY3242.The horizontal coordinates were established by classical geodetic methods
 GY3242.and adjusted by the National Geodetic Survey in December 1995..
 GY3242
 GY3242.The orthometric height was scaled from a topographic map.
 GY3242
 GY3242.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3242
 GY3242.The geoid height was determined by GEOID03.
 GY3242
 GY3242;                    North         East     Units Scale Factor Converg.
 GY3242;SPC KY1Z     - 1,161,267.778 1,741,906.163   MT  0.99990720   +1 41 08.7
 GY3242;SPC KY1Z     - 3,809,926.03  5,714,903.80   sFT  0.99990720   +1 41 08.7
 GY3242;SPC KY S     -   661,216.451   741,922.743   MT  0.99997223   +1 39 54.6
 GY3242;SPC KY S     - 2,169,340.97  2,434,124.87   sFT  0.99997223   +1 39 54.6
 GY3242;SPC KY N     -    28,975.565   609,777.511   MT  1.00003891   +0 46 29.7
 GY3242;SPC KY N     -    95,064.00  2,000,578.38   sFT  1.00003891   +0 46 29.7
 GY3242;UTM  17      - 4,180,452.623   323,433.109   MT  0.99998400   -1 13 39.0
 GY3242
 GY3242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3242!SPC KY1Z     -   0.99994390  x   0.99990720  =   0.99985111
 GY3242!SPC KY S     -   0.99994390  x   0.99997223  =   0.99991613
 GY3242!SPC KY N     -   0.99994390  x   1.00003891  =   0.99998281
 GY3242!UTM  17      -   0.99994390  x   0.99998400  =   0.99992790
 GY3242
 GY3242:                Primary Azimuth Mark                     Grid Az
 GY3242:SPC KY1Z     -  MASH AZ MK                               024 50 03.4
 GY3242:SPC KY S     -  MASH AZ MK                               024 51 17.5
 GY3242:SPC KY N     -  MASH AZ MK                               025 44 42.4
 GY3242:UTM  17      -  MASH AZ MK                               027 44 51.1
 GY3242
 GY3242|---------------------------------------------------------------------|
 GY3242| PID    Reference Object                     Distance      Geod. Az  |
 GY3242|                                                           dddmmss.s |
 GY3242| DB9691 MASH AZ MK                                         0263112.1 |
 GY3242| DB9693 MASH RM 2                            14.036 METERS 22503     |
 GY3242| DB9692 MASH RM 1                            23.332 METERS 35202     |
 GY3242|---------------------------------------------------------------------|
 GY3242
 GY3242                          SUPERSEDED SURVEY CONTROL
 GY3242
 GY3242  NAD 83(1986)-  37 45 15.70167(N)    083 00 15.49577(W) AD(       ) 3
 GY3242  NAD 27      -  37 45 15.35600(N)    083 00 15.88300(W) AD(       ) 3
 GY3242
 GY3242.Superseded values are not recommended for survey control.
 GY3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3242.See file dsdata.txt to determine how the superseded data were derived.
 GY3242
 GY3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB2343380453(NAD 83)
 GY3242_MARKER: DS = TRIANGULATION STATION DISK
 GY3242_SETTING: 66 = SET IN ROCK OUTCROP
 GY3242_SP_SET: PARTIALLY EXPOSED BEDROCK
 GY3242
 GY3242  HISTORY     - Date     Condition        Report By
 GY3242  HISTORY     - 1949     MONUMENTED       CGS
 GY3242
 GY3242                          STATION DESCRIPTION
 GY3242
 GY3242'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3242'STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF PRESTONBURG AND 4
 GY3242'MILES EAST OF SALYERSVILLE ON THE HIGHEST KNOLL IN THE VICINITY.
 GY3242'IT IS 10 FEET EAST OF A WHITE WITNESS POST AND 9 FEET NORTH OF A
 GY3242'20-INCH HICKORY TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE.
 GY3242'THE DISK IS SET FLUSH IN BEDROCK WHICH IS ABOUT 10 INCHES BELOW THE
 GY3242'SURFACE OF THE GROUND AND IS STAMPED MASH 1949.
 GY3242'
 GY3242'REFERENCE MARK NO. 1 IS 6 FEET EAST OF A FENCE LINE ON THE NORTH
 GY3242'SLOPE OF RIDGE.  THE DISK IS SET FLUSH IN BEDROCK WHICH
 GY3242'PROJECTS ABOUT 4 INCHES AND IS STAMPED MASH NO. 1 1949.
 GY3242'
 GY3242'REFERENCE MARK NO. 2 IS 36 FEET EAST OF WHITE WITNESS POST AND 16
 GY3242'FEET SOUTH OF A FENCE LINE.  THE DISK IS WELDED TO THE TOP OF A
 GY3242'4-INCH IRON PIPE WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED MASH
 GY3242'NO. 2 1949.
 GY3242'
 GY3242'AZIMUTH MARK IS APPROXIMATELY 0.75 MILE NORTHEAST OF STATION, 100
 GY3242'FEET NORTHEAST OF CENTER OF A DIRT ROAD, 48 FEET WEST OF A 20-INCH
 GY3242'OAK TREE WITH A BLAZE ON THE SOUTHEAST SIDE AND 3 FEET SOUTHEAST OF A
 GY3242'WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE
 GY3242'DISK IS STAMPED MASH 1949.
 GY3242'
 GY3242'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND STATE
 GY3242'HIGHWAY 7 IN SALYERSVILLE, GO NORTHEAST ON HIGHWAY 460 FOR 1.1 MILES
 GY3242'TO THE JUNCTION OF A T ROAD RIGHT, TURN RIGHT ON DIRT ROAD AND GO
 GY3242'EAST AND SOUTH FOR 3.1 MILES ON MAIN TRAVELED ROAD TO A FORK IN
 GY3242'ROAD*, TURN RIGHT INTO CREEK BED AND GO ABOUT 150 FEET TO A FARM ROAD
 GY3242'RIGHT, TURN RIGHT ACROSS A LAWN AND FOLLOW FARM ROAD THROUGH
 GY3242'WOODS FOR ABOUT 0.2 MILE TO A GATE ON RIGHT AND TRIANGLE BLAZE ON
 GY3242'LARGE TREE. FROM HERE PACK THROUGH GATE FOLLOWING FENCE LINE TO TOP
 GY3242'OF RIDGE AND ANOTHER FENCE LINE, TURN LEFT AND FOLLOW FENCE LINE
 GY3242'TO HIGHEST POINT, ABOUT 200 YARDS, AND STATION AS DESCRIBED.  THIS IS
 GY3242'ABOUT 1/2 MILE - 1/2 HOUR PACK.
 GY3242'
 GY3242'*TO REACH AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO UP HILL FOR
 GY3242'ABOUT 200 FEET TO A SHARP TURN LEFT, TURN LEFT AND GO ABOUT 200 FEET
 GY3242'TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 GY3242'
 GY3242'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2511 ***********************************************************************
 GC2511  DESIGNATION -  MASON
 GC2511  PID         -  GC2511
 GC2511  STATE/COUNTY-  KY/CHRISTIAN
 GC2511  USGS QUAD   -  HOPKINSVILLE (1982)
 GC2511
 GC2511                         *CURRENT SURVEY CONTROL
 GC2511  ___________________________________________________________________
 GC2511* NAD 83(1993)-  36 47 23.98987(N)    087 28 28.04919(W)     ADJUSTED  
 GC2511* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 GC2511  ___________________________________________________________________
 GC2511  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 GC2511  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC2511
 GC2511  HORZ ORDER  -  THIRD
 GC2511
 GC2511.The horizontal coordinates were established by classical geodetic methods
 GC2511.and adjusted by the National Geodetic Survey in December 1995..
 GC2511
 GC2511.The orthometric height was scaled from a topographic map.
 GC2511
 GC2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2511
 GC2511.The geoid height was determined by GEOID03.
 GC2511
 GC2511;                    North         East     Units Scale Factor Converg.
 GC2511;SPC KY1Z     - 1,052,106.436 1,346,077.969   MT  1.00008309   -1 03 31.5
 GC2511;SPC KY1Z     - 3,451,785.87  4,416,257.47   sFT  1.00008309   -1 03 31.5
 GC2511;SPC KY S     -   552,082.350   346,092.054   MT  0.99999020   -1 02 44.9
 GC2511;SPC KY S     - 1,811,290.18  1,135,470.35   sFT  0.99999020   -1 02 44.9
 GC2511;UTM  16      - 4,071,681.456   457,668.632   MT  0.99962208   -0 17 02.9
 GC2511
 GC2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2511!SPC KY1Z     -   0.99997859  x   1.00008309  =   1.00006167
 GC2511!SPC KY S     -   0.99997859  x   0.99999020  =   0.99996879
 GC2511!UTM  16      -   0.99997859  x   0.99962208  =   0.99960067
 GC2511
 GC2511|---------------------------------------------------------------------|
 GC2511| PID    Reference Object                     Distance      Geod. Az  |
 GC2511|                                                           dddmmss.s |
 GC2511| CG6868 MASON RM 1                           26.718 METERS 00347     |
 GC2511| GC1896 K 134                                              1782119.4 |
 GC2511| CG6869 MASON RM 2                           30.315 METERS 26045     |
 GC2511|---------------------------------------------------------------------|
 GC2511
 GC2511                          SUPERSEDED SURVEY CONTROL
 GC2511
 GC2511  NAD 83(1986)-  36 47 23.99936(N)    087 28 28.05248(W) AD(       ) 3
 GC2511  NAD 27      -  36 47 23.83300(N)    087 28 28.02300(W) AD(       ) 3
 GC2511
 GC2511.Superseded values are not recommended for survey control.
 GC2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2511.See file dsdata.txt to determine how the superseded data were derived.
 GC2511
 GC2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5766971681(NAD 83)
 GC2511_MARKER: DS = TRIANGULATION STATION DISK
 GC2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2511
 GC2511  HISTORY     - Date     Condition        Report By
 GC2511  HISTORY     - 1953     MONUMENTED       CGS
 GC2511
 GC2511                          STATION DESCRIPTION
 GC2511
 GC2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2511'STATION IS LOCATED 5 MILES SOUTH OF HOPKINSVILLE ON PROPERTY OWNED BY
 GC2511'MRS. FRED POOL.  IT IS 47 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 GC2511'41A, 15 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 4 FEET WEST OF A
 GC2511'WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS
 GC2511'FLUSH AND THE DISK IS STAMPED MASON 1953.
 GC2511'
 GC2511'REFERENCE MARK NO. 1 IS 67 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 GC2511'1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 GC2511'STAMPED MASON NO 1 1953.
 GC2511'
 GC2511'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 GC2511'AND 3 FEET NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 GC2511'STAMPED MASON NO 2 1953.
 GC2511'
 GC2511'BENCH MARK K 134 IS USED AS AN AZIMUTH MARK.  IT IS 20 FEET WEST OF
 GC2511'THE CENTER OF THE HIGHWAY.  THE DISK IS A STANDARD U.S. COAST AND
 GC2511'GEODETIC SURVEY BENCH MARK DISK SET IN A DRILL HOLE IN THE NORTHWEST
 GC2511'WING OF A CONCRETE BRIDGE AND IS STAMPED K 134 1949.
 GC2511'
 GC2511'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 68 AND 41A
 GC2511'IN THE EAST SECTION OF HOPKINSVILLE, GO SOUTH ON HIGHWAY 41A FOR
 GC2511'5.3 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.2
 GC2511'MILE TO A CONCRETE BRIDGE AND BENCH MARK K 134 IN THE
 GC2511'NORTHWEST WING AS DESCRIBED.
 GC2511'
 GC2511'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ1960 ***********************************************************************
 HZ1960  DESIGNATION -  MASON AZ MK
 HZ1960  PID         -  HZ1960
 HZ1960  STATE/COUNTY-  KY/GRANT
 HZ1960  USGS QUAD   -  MASON (1976)
 HZ1960
 HZ1960                         *CURRENT SURVEY CONTROL
 HZ1960  ___________________________________________________________________
 HZ1960* NAD 83(1986)-  38 34 18.     (N)    084 35 15.     (W)     SCALED    
 HZ1960* NAVD 88     -       292.587  (meters)     959.93   (feet)  ADJUSTED  
 HZ1960  ___________________________________________________________________
 HZ1960  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ1960  DYNAMIC HT  -         292.385 (meters)     959.27  (feet)  COMP
 HZ1960  MODELED GRAV-     979,930.1   (mgal)                       NAVD 88
 HZ1960
 HZ1960  VERT ORDER  -  FIRST     CLASS II
 HZ1960
 HZ1960.The horizontal coordinates were scaled from a topographic map and have
 HZ1960.an estimated accuracy of +/- 6 seconds.
 HZ1960
 HZ1960.The orthometric height was determined by differential leveling
 HZ1960.and adjusted by the National Geodetic Survey in June 1991..
 HZ1960
 HZ1960.The geoid height was determined by GEOID03.
 HZ1960
 HZ1960.The dynamic height is computed by dividing the NAVD 88
 HZ1960.geopotential number by the normal gravity value computed on the
 HZ1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1960.degrees latitude (g = 980.6199 gals.).
 HZ1960
 HZ1960.The modeled gravity was interpolated from observed gravity values.
 HZ1960
 HZ1960;                    North         East    Units  Estimated Accuracy
 HZ1960;SPC KY1Z     - 1,249,050.    1,601,300.      MT  (+/- 180 meters Scaled)
 HZ1960
 HZ1960                          SUPERSEDED SURVEY CONTROL
 HZ1960
 HZ1960.No superseded survey control is available for this station.
 HZ1960
 HZ1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH101720(NAD 83)
 HZ1960_MARKER: DZ = AZIMUTH MARK DISK
 HZ1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1960_SP_SET: CONCRETE POST
 HZ1960_STAMPING: MASON 1949
 HZ1960_MARK LOGO: CGS   
 HZ1960_PROJECTION: FLUSH
 HZ1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1960+STABILITY: SURFACE MOTION
 HZ1960
 HZ1960  HISTORY     - Date     Condition        Report By
 HZ1960  HISTORY     - 1949     MONUMENTED       CGS
 HZ1960  HISTORY     - 1985     GOOD             NGS
 HZ1960
 HZ1960                          STATION DESCRIPTION
 HZ1960
 HZ1960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HZ1960'0.6 KM (0.35 MI) SW FROM MASON.
 HZ1960'0.55 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 25 FROM THE POST OFFICE
 HZ1960'IN MASON, THENCE 0.08 KM (0.05 MI) WEST ALONG A PRIVATE ROAD TO THE
 HZ1960'MARK ON THE LEFT BEFORE REACHING A TWO-STORY FRAME HOUSE, 5.18 METERS
 HZ1960'(17.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE ROAD, 0.30 METER (1.0
 HZ1960'FT) NORTH-NORTHEAST OF A UTILITY POLE WITH ONE GUY WIRE AND
 HZ1960'TRANSFORMER.
 HZ1960'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 HZ1960'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0715 ***********************************************************************
 HZ0715  DESIGNATION -  MASON RESET
 HZ0715  PID         -  HZ0715
 HZ0715  STATE/COUNTY-  KY/GRANT
 HZ0715  USGS QUAD   -  MASON (1976)
 HZ0715
 HZ0715                         *CURRENT SURVEY CONTROL
 HZ0715  ___________________________________________________________________
 HZ0715* NAD 83(1986)-  38 34 34.     (N)    084 35 16.     (W)     SCALED    
 HZ0715* NAVD 88     -       293.46   (+/-2cm)     962.8    (feet)  VERTCON   
 HZ0715  ___________________________________________________________________
 HZ0715  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0715
 HZ0715  VERT ORDER  -  ? (See Below)
 HZ0715
 HZ0715.The horizontal coordinates were scaled from a topographic map and have
 HZ0715.an estimated accuracy of +/- 6 seconds.
 HZ0715
 HZ0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0715.The vertical order pertains to the NGVD 29 superseded value.
 HZ0715
 HZ0715.The geoid height was determined by GEOID03.
 HZ0715
 HZ0715;                    North         East    Units  Estimated Accuracy
 HZ0715;SPC KY1Z     - 1,249,550.    1,601,270.      MT  (+/- 180 meters Scaled)
 HZ0715
 HZ0715                          SUPERSEDED SURVEY CONTROL
 HZ0715
 HZ0715  NGVD 29 (??/??/92)  293.640  (m)          963.38   (f) ADJ UNCH    ?  
 HZ0715
 HZ0715.Superseded values are not recommended for survey control.
 HZ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0715.See file dsdata.txt to determine how the superseded data were derived.
 HZ0715
 HZ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH101724(NAD 83)
 HZ0715_MARKER: DB = BENCH MARK DISK
 HZ0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0715_STAMPING: MASON 1949-1964
 HZ0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0715+STABILITY: SURFACE MOTION
 HZ0715
 HZ0715  HISTORY     - Date     Condition        Report By
 HZ0715  HISTORY     - 1964     MONUMENTED       CGS
 HZ0715  HISTORY     - 1965     GOOD             PAS
 HZ0715  HISTORY     - 1985     MARK NOT FOUND   NGS
 HZ0715
 HZ0715                          STATION DESCRIPTION
 HZ0715
 HZ0715'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1965
 HZ0715'AT MASON.
 HZ0715'THE STATION IS LOCATED ABOUT 13 MILES EAST OF OWENTON, 5 MILES
 HZ0715'NORTH OF CORINTH, 4 MILES SOUTH OF WILLIAMSTOWN, IN THE NORTHWEST
 HZ0715'EDGE OF THE SMALL VILLAGE OF MASON, AND 0.1 MILE WEST OF U.S.
 HZ0715'HIGHWAY 25.  IT IS 79 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER
 HZ0715'OF AN OLD BARN, 74 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF
 HZ0715'THE BARN, 63 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 HZ0715'ROAD, 55.5 FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER AND
 HZ0715'59 1/2 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER.  THE MARK DISK IS
 HZ0715'SET IN AN IRREGULAR MASS OF CONCRETE, 6 INCHES BELOW THE SURFACE
 HZ0715'OF THE GROUND.
 HZ0715
 HZ0715                          STATION RECOVERY (1985)
 HZ0715
 HZ0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0715'NOT RECOVERED, THE DESCRIBED AREA HAS BEEN GRADED AND MARK WAS NOT
 HZ0715'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0718 ***********************************************************************
 HZ0718  DESIGNATION -  MASON RM 1
 HZ0718  PID         -  HZ0718
 HZ0718  STATE/COUNTY-  KY/GRANT
 HZ0718  USGS QUAD   -  MASON (1976)
 HZ0718
 HZ0718                         *CURRENT SURVEY CONTROL
 HZ0718  ___________________________________________________________________
 HZ0718* NAD 83(1986)-  38 34 35.     (N)    084 35 17.     (W)     SCALED    
 HZ0718* NAVD 88     -       293.873  (meters)     964.15   (feet)  ADJUSTED  
 HZ0718  ___________________________________________________________________
 HZ0718  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0718  DYNAMIC HT  -         293.671 (meters)     963.49  (feet)  COMP
 HZ0718  MODELED GRAV-     979,930.8   (mgal)                       NAVD 88
 HZ0718
 HZ0718  VERT ORDER  -  FIRST     CLASS II
 HZ0718
 HZ0718.The horizontal coordinates were scaled from a topographic map and have
 HZ0718.an estimated accuracy of +/- 6 seconds.
 HZ0718
 HZ0718.The orthometric height was determined by differential leveling
 HZ0718.and adjusted by the National Geodetic Survey in June 1991..
 HZ0718.WARNING-Repeat measurements at this control monument indicate possible
 HZ0718.vertical movement.
 HZ0718
 HZ0718.The geoid height was determined by GEOID03.
 HZ0718
 HZ0718.The dynamic height is computed by dividing the NAVD 88
 HZ0718.geopotential number by the normal gravity value computed on the
 HZ0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0718.degrees latitude (g = 980.6199 gals.).
 HZ0718
 HZ0718.The modeled gravity was interpolated from observed gravity values.
 HZ0718
 HZ0718;                    North         East    Units  Estimated Accuracy
 HZ0718;SPC KY1Z     - 1,249,580.    1,601,250.      MT  (+/- 180 meters Scaled)
 HZ0718
 HZ0718                          SUPERSEDED SURVEY CONTROL
 HZ0718
 HZ0718  NGVD 29 (??/??/92)  294.06   (m)          964.8    (f) COMPUTED    1 2
 HZ0718
 HZ0718.Superseded values are not recommended for survey control.
 HZ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0718.See file dsdata.txt to determine how the superseded data were derived.
 HZ0718
 HZ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH101725(NAD 83)
 HZ0718_MARKER: DR = REFERENCE MARK DISK
 HZ0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0718_SP_SET: CONCRETE POST
 HZ0718_STAMPING: MASON NO 1 1949
 HZ0718_MARK LOGO: CGS   
 HZ0718_PROJECTION: RECESSED 10 CENTIMETERS
 HZ0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0718+STABILITY: SURFACE MOTION
 HZ0718
 HZ0718  HISTORY     - Date     Condition        Report By
 HZ0718  HISTORY     - 1949     MONUMENTED       CGS
 HZ0718  HISTORY     - 1964     GOOD             NGS
 HZ0718  HISTORY     - 1965     GOOD             NGS
 HZ0718  HISTORY     - 1984     GOOD             NGS
 HZ0718  HISTORY     - 1985     GOOD             NGS
 HZ0718
 HZ0718                          STATION DESCRIPTION
 HZ0718
 HZ0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HZ0718'AT MASON.
 HZ0718'THE MARK IS 35 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER,
 HZ0718'18 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD
 HZ0718'AND 1 FOOT EAST OF A STEEL WITNESS POST.  THE MONUMENT IS 6 INCHES
 HZ0718'BELOW THE GROUND SURFACE AND THE DISK IS STAMPED MASON NO 1 1949.
 HZ0718'NOTE-- IT IS REACHED BY GOING NORTH ON U.S. HIGHWAY 25 FROM THE
 HZ0718'RAILROAD SIDING IN MASON, FOR 0.25 MILE TO A SIDE ROAD LEFT, AT A
 HZ0718'CHURCH.  TURN LEFT (WEST) ON A GRAVELED ROAD FOR 0.1 MILE TO THE
 HZ0718'MARK ON THE LEFT.
 HZ0718
 HZ0718                          STATION RECOVERY (1965)
 HZ0718
 HZ0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HZ0718'RECOVERED IN GOOD CONDITION.
 HZ0718
 HZ0718                          STATION RECOVERY (1984)
 HZ0718
 HZ0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HZ0718'RECOVERED IN GOOD CONDITION.
 HZ0718
 HZ0718                          STATION RECOVERY (1985)
 HZ0718
 HZ0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0718'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.2 KM (0.1 MI)
 HZ0718'WEST ALONG LAWRENCEVILLE ROAD FROM THE JUNCTION OF U.S. HIGHWAY 25 IN
 HZ0718'MASON TO THE MARK ON THE LEFT, IN THE FRONT LAWN OF A ONE-STORY FRAME
 HZ0718'HOUSE, 5.49 METERS (18.0 FT) SOUTH OF THE CENTER OF THE ROAD, 1.07
 HZ0718'METERS (3.5 FT) EAST OF AN 8-INCH APPLE TREE.
 HZ0718'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 HZ0718'THE MARK IS 0.30 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0716 ***********************************************************************
 HZ0716  DESIGNATION -  MASON RM 2
 HZ0716  PID         -  HZ0716
 HZ0716  STATE/COUNTY-  KY/GRANT
 HZ0716  USGS QUAD   -  MASON (1976)
 HZ0716
 HZ0716                         *CURRENT SURVEY CONTROL
 HZ0716  ___________________________________________________________________
 HZ0716* NAD 83(1986)-  38 34 34.     (N)    084 35 16.     (W)     SCALED    
 HZ0716* NAVD 88     -       293.890  (meters)     964.20   (feet)  ADJUSTED  
 HZ0716  ___________________________________________________________________
 HZ0716  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0716  DYNAMIC HT  -         293.687 (meters)     963.54  (feet)  COMP
 HZ0716  MODELED GRAV-     979,930.8   (mgal)                       NAVD 88
 HZ0716
 HZ0716  VERT ORDER  -  FIRST     CLASS II
 HZ0716
 HZ0716.The horizontal coordinates were scaled from a topographic map and have
 HZ0716.an estimated accuracy of +/- 6 seconds.
 HZ0716
 HZ0716.The orthometric height was determined by differential leveling
 HZ0716.and adjusted by the National Geodetic Survey in June 1991..
 HZ0716
 HZ0716.The geoid height was determined by GEOID03.
 HZ0716
 HZ0716.The dynamic height is computed by dividing the NAVD 88
 HZ0716.geopotential number by the normal gravity value computed on the
 HZ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0716.degrees latitude (g = 980.6199 gals.).
 HZ0716
 HZ0716.The modeled gravity was interpolated from observed gravity values.
 HZ0716
 HZ0716;                    North         East    Units  Estimated Accuracy
 HZ0716;SPC KY1Z     - 1,249,550.    1,601,270.      MT  (+/- 180 meters Scaled)
 HZ0716
 HZ0716                          SUPERSEDED SURVEY CONTROL
 HZ0716
 HZ0716  NGVD 29 (??/??/92)  294.060  (m)          964.76   (f) ADJ UNCH    1 2
 HZ0716
 HZ0716.Superseded values are not recommended for survey control.
 HZ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0716.See file dsdata.txt to determine how the superseded data were derived.
 HZ0716
 HZ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH101724(NAD 83)
 HZ0716_MARKER: DR = REFERENCE MARK DISK
 HZ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0716_STAMPING: MASON NO 2 1949
 HZ0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0716+STABILITY: SURFACE MOTION
 HZ0716
 HZ0716  HISTORY     - Date     Condition        Report By
 HZ0716  HISTORY     - 1949     MONUMENTED       CGS
 HZ0716  HISTORY     - 1964     MARK NOT FOUND   NGS
 HZ0716
 HZ0716                          STATION DESCRIPTION
 HZ0716
 HZ0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0716'AT MASON.
 HZ0716'AT MASON, ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 25 FROM THE
 HZ0716'SOUTHERN RAILWAY STATION AT MASON, THENCE ABOUT 0.1 MILE WEST ALONG
 HZ0716'A GRAVEL ROAD, ABOUT 0.1 MILE WEST OF MASON BAPTIST CHURCH AND
 HZ0716'CEMETERY, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4.5 FEET
 HZ0716'WEST OF THE SOUTHWEST CORNER OF A WOODEN SHED, 27 FEET NORTH-NORTHEAST
 HZ0716'AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A BARN, 149.5 FEET
 HZ0716'WEST OF R.M. NO. 1, 98 FEET NORTHWEST OF THE STATION MARK, 1 FOOT
 HZ0716'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 HZ0716'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HZ0716'NOTE-- A DISTANCE AND DIRECTION FROM THE STATION MARK PLACES ITS
 HZ0716'LOCATION IN A CUT OF A NEW ROAD.
 HZ0716
 HZ0716                          STATION RECOVERY (1964)
 HZ0716
 HZ0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1551 ***********************************************************************
 HB1551  DESIGNATION -  MASSAC
 HB1551  PID         -  HB1551
 HB1551  STATE/COUNTY-  KY/MCCRACKEN
 HB1551  USGS QUAD   -  PADUCAH WEST (1982)
 HB1551
 HB1551                         *CURRENT SURVEY CONTROL
 HB1551  ___________________________________________________________________
 HB1551* NAD 83(1993)-  37 00 48.99396(N)    088 43 49.58102(W)     ADJUSTED  
 HB1551* NAVD 88     -       146.17   (+/-2cm)     479.6    (feet)  VERTCON   
 HB1551  ___________________________________________________________________
 HB1551  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 HB1551  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 HB1551
 HB1551  HORZ ORDER  -  FIRST
 HB1551  VERT ORDER  -  THIRD ? (See Below)
 HB1551
 HB1551.The horizontal coordinates were established by classical geodetic methods
 HB1551.and adjusted by the National Geodetic Survey in December 1995..
 HB1551
 HB1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1551.The vertical order pertains to the NGVD 29 superseded value.
 HB1551
 HB1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1551
 HB1551.The geoid height was determined by GEOID03.
 HB1551
 HB1551;                    North         East     Units Scale Factor Converg.
 HB1551;SPC KY1Z     - 1,079,736.367 1,234,793.887   MT  1.00001741   -1 49 47.5
 HB1551;SPC KY1Z     - 3,542,435.06  4,051,152.94   sFT  1.00001741   -1 49 47.5
 HB1551;SPC KY S     -   579,675.972   234,807.764   MT  0.99996096   -1 48 27.1
 HB1551;SPC KY S     - 1,901,820.25    770,365.14   sFT  0.99996096   -1 48 27.1
 HB1551;UTM  16      - 4,097,781.859   346,053.271   MT  0.99989196   -1 02 31.0
 HB1551
 HB1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1551!SPC KY1Z     -   0.99998152  x   1.00001741  =   0.99999893
 HB1551!SPC KY S     -   0.99998152  x   0.99996096  =   0.99994248
 HB1551!UTM  16      -   0.99998152  x   0.99989196  =   0.99987348
 HB1551
 HB1551:                Primary Azimuth Mark                     Grid Az
 HB1551:SPC KY1Z     -  MASSAC AZ MK                             024 09 19.3
 HB1551:SPC KY S     -  MASSAC AZ MK                             024 07 58.9
 HB1551:UTM  16      -  MASSAC AZ MK                             023 22 02.8
 HB1551
 HB1551|---------------------------------------------------------------------|
 HB1551| PID    Reference Object                     Distance      Geod. Az  |
 HB1551|                                                           dddmmss.s |
 HB1551| CI4596 MASSAC AZ MK                                       0221931.8 |
 HB1551| HB1792 PADUCAH                             APPROX.14.6 KM 0562022.8 |
 HB1551| HB1541 PADUCAH ICRR SHOPS WEST STACK       APPROX.12.9 KM 0564342.8 |
 HB1551| CI4597 MASSAC RM 1                          73.064 METERS 15507     |
 HB1551| CI4598 MASSAC RM 2                          80.818 METERS 23416     |
 HB1551| HB1550 CHILES WATER TANK                   APPROX.12.1 KM 3591115.8 |
 HB1551| HB1561 METROPOLIS MUNICIPAL TANK           APPROX.15.3 KM 3591114.2 |
 HB1551|---------------------------------------------------------------------|
 HB1551
 HB1551                          SUPERSEDED SURVEY CONTROL
 HB1551
 HB1551  NAD 83(1986)-  37 00 49.00274(N)    088 43 49.58345(W) AD(       ) 1
 HB1551  NAD 27      -  37 00 48.80600(N)    088 43 49.39600(W) AD(       ) 1
 HB1551  NGVD 29 (07/19/86)  146.14   (m)          479.5    (f) LEVELING    3  
 HB1551
 HB1551.Superseded values are not recommended for survey control.
 HB1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1551.See file dsdata.txt to determine how the superseded data were derived.
 HB1551
 HB1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF4605397782(NAD 83)
 HB1551_MARKER: DS = TRIANGULATION STATION DISK
 HB1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1551
 HB1551  HISTORY     - Date     Condition        Report By
 HB1551  HISTORY     - 1930     MONUMENTED       CGS
 HB1551  HISTORY     - 1934     GOOD             CGS
 HB1551  HISTORY     - 1957     GOOD             CGS
 HB1551  HISTORY     - 1972     GOOD             LOCSUR
 HB1551
 HB1551                          STATION DESCRIPTION
 HB1551
 HB1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1551'ABOUT 9 MILES SOUTHWEST OF PADUCAH AND 250 YARDS SOUTH OF MASSAC
 HB1551'CROSSROADS AND STORE, ON LAND OWNED BY MRS. EUGENE OVERSTREET.
 HB1551'STATION IS INSIDE FENCE LINE ALONGSIDE ROAD 8.1 METERS SOUTHWEST OF
 HB1551'CENTER LINE OF GRAVEL ROAD, 4.8 MILES EAST OF WEST CORNER OF BARN,
 HB1551'AND 13.3 METERS NORTHWEST OF 36-INCH RED OAK IN SOUTHEAST CORNER OF
 HB1551'BARN LOT.
 HB1551'
 HB1551'REACHED FROM PADUCAH BY U.S. HIGHWAY 45 SOUTHWEST 5-1/2 MILES TO LONE
 HB1551'OAK. JUST PAST LONE OAK AT FORK, TAKE RIGHT-HAND MACADAM ROAD OR
 HB1551'LOVELACE ROAD. MACADAM RUNS OUT IN SHORT DISTANCE INTO GRAVEL ROAD.
 HB1551'FOLLOW 3.9 MILES FROM LONE OAK TO MASSAC CROSSROADS, TAKE LEFT
 HB1551'(SOUTH-SOUTHEAST) ROAD 250 YARDS AND PAST OVERSTREET HOUSE TO
 HB1551'STATION.
 HB1551'
 HB1551'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HB1551'SET IN CONCRETE.
 HB1551'
 HB1551'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION IN WEST FENCE LINE
 HB1551'ALONGSIDE ROAD.
 HB1551'
 HB1551'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION IN NORTHWEST FENCE
 HB1551'CORNER OF SMALL PASTURE.
 HB1551'
 HB1551'HEIGHT OF SIGNAL ABOVE STATION MARK- 30 METERS.
 HB1551
 HB1551                          STATION RECOVERY (1934)
 HB1551
 HB1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HB1551'ON THE PROPERTY OF MRS. EUGENE OVERSTREET, ABOUT 250 YARDS SOUTH OF
 HB1551'MASSAC CROSSROADS AND STORE, AND 9 MILES SOUTHWEST OF PADUCAH. THE
 HB1551'STATION MARK, A SQUARE BLOCK OF CONCRETE SET ABOUT 2 INCHES BELOW THE
 HB1551'GROUND SURFACE, WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 HB1551'BOTH THE OLD REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AND AN
 HB1551'ADDITIONAL REFERENCE MARK WAS ESTABLISHED.
 HB1551'
 HB1551'TO REACH STATION FROM PADUCAH, GO SOUTHWEST ON U.S. HIGHWAY 45 TO THE
 HB1551'SOUTHWEST CITY LIMITS OF LONE OAK, A DISTANCE OF 6 MILES, AND TAKE
 HB1551'RIGHT HAND MACADAM ROAD, OR LOVELACE ROAD, AND GO 3.9 MILES TO MASSAC
 HB1551'CROSSROADS, TURN LEFT FOR 250 YARDS TO BARNYARD AND STATION ON
 HB1551'RIGHT. THE STATION IS LOCATED NEAR THE EASTERN EDGE OF BARNYARD, 15.5
 HB1551'FEET EAST OF SOUTHEAST CORNER OF BARN, 27 FEET SOUTH-SOUTHWEST
 HB1551'OF THE CENTER LINE OF ROAD, AND 43.5 FEET NORTHWEST OF 30-INCH OAK.
 HB1551'
 HB1551'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION IN PASTURE ALONG
 HB1551'FENCE LINE.
 HB1551'
 HB1551'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION IN NORTHWEST CORNER
 HB1551'OF SMALL PASTURE.
 HB1551'
 HB1551'AZIMUTH MARK IS ABOUT 0.4 MILE NORTH-NORTHEAST OF STATION IN
 HB1551'SCHOOLYARD, 3 FEET SOUTHEAST OF SOUTHEAST CORNER OF SCHOOL, AND 60
 HB1551'FEET NORTH OF ROAD RUNNING EAST AND WEST BY SCHOOL.
 HB1551'
 HB1551'A 90-FOOT TOWER IS REQUIRED TO CLEAR LINE TO STATION REID.
 HB1551'
 HB1551'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 HB1551
 HB1551                          STATION RECOVERY (1957)
 HB1551
 HB1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 HB1551'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 HB1551'DESCRIPTION IS ADEQUATE AND COMPLETE.
 HB1551
 HB1551                          STATION RECOVERY (1972)
 HB1551
 HB1551'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (KKB)
 HB1551'ORIGINAL DESCRIPTION GOOD.  ADD TO DESCRIPTION 11.0 FT N65E OF
 HB1551'MON = STEEL FENCE POST AND SIGN SET IN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1552 ***********************************************************************
 GD1552  DESIGNATION -  MATHIS RESET
 GD1552  PID         -  GD1552
 GD1552  STATE/COUNTY-  KY/CARLISLE
 GD1552  USGS QUAD   -  ARLINGTON (1982)
 GD1552
 GD1552                         *CURRENT SURVEY CONTROL
 GD1552  ___________________________________________________________________
 GD1552* NAD 83(1993)-  36 51 35.25934(N)    089 05 58.65199(W)     ADJUSTED  
 GD1552* NAVD 88     -       154.5    (meters)     507.     (feet)  VERTCON   
 GD1552  ___________________________________________________________________
 GD1552  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 GD1552  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD1552
 GD1552  HORZ ORDER  -  FIRST
 GD1552
 GD1552.The horizontal coordinates were established by classical geodetic methods
 GD1552.and adjusted by the National Geodetic Survey in February 2000..
 GD1552
 GD1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1552
 GD1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1552
 GD1552.The geoid height was determined by GEOID03.
 GD1552
 GD1552;                    North         East     Units Scale Factor Converg.
 GD1552;SPC KY1Z     - 1,063,790.969 1,201,343.605   MT  1.00006099   -2 03 23.5
 GD1552;SPC KY1Z     - 3,490,120.87  3,941,408.14   sFT  1.00006099   -2 03 23.5
 GD1552;SPC KY S     -   563,717.821   201,366.397   MT  0.99997945   -2 01 53.1
 GD1552;SPC KY S     - 1,849,464.22    660,649.59   sFT  0.99997945   -2 01 53.1
 GD1552;UTM  16      - 4,081,376.804   312,829.272   MT  1.00003160   -1 15 35.4
 GD1552
 GD1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1552!SPC KY1Z     -   0.99998017  x   1.00006099  =   1.00004116
 GD1552!SPC KY S     -   0.99998017  x   0.99997945  =   0.99995962
 GD1552!UTM  16      -   0.99998017  x   1.00003160  =   1.00001177
 GD1552
 GD1552|---------------------------------------------------------------------|
 GD1552| PID    Reference Object                     Distance      Geod. Az  |
 GD1552|                                                           dddmmss.s |
 GD1552| CG4508 MATHIS RM 3                          27.677 METERS 03211     |
 GD1552| GD1553 MATHIS RM 1 OFFSET                  117.130 METERS 07842     |
 GD1552| GD1554 MATHIS RM 1 RESET                   101.879 METERS 07842     |
 GD1552| CG4507 MATHIS RM 1                         110.720 METERS 07843     |
 GD1552| GD1994 MATHIS RM 2                          32.202 METERS 16332     |
 GD1552| GD1551 COLUMBUS WATER TANK                 APPROX.11.2 KM 1813243.0 |
 GD1552| GD1008 PRAIRIE SW BASE                     APPROX.26.9 KM 2505217.9 |
 GD1552|---------------------------------------------------------------------|
 GD1552
 GD1552                          SUPERSEDED SURVEY CONTROL
 GD1552
 GD1552  NAD 83(1993)-  36 51 35.26898(N)    089 05 58.64878(W) AD(       ) 1
 GD1552  NAD 83(1986)-  36 51 35.27097(N)    089 05 58.65437(W) AD(       ) 1
 GD1552  NAD 27      -  36 51 35.07400(N)    089 05 58.40700(W) AD(       ) 1
 GD1552  NGVD 29 (07/19/86)  154.4    (m)          507.     (f) VERT ANG       
 GD1552
 GD1552.Superseded values are not recommended for survey control.
 GD1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1552.See file dsdata.txt to determine how the superseded data were derived.
 GD1552
 GD1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1282981377(NAD 83)
 GD1552_MARKER: DS = TRIANGULATION STATION DISK
 GD1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1552
 GD1552  HISTORY     - Date     Condition        Report By
 GD1552  HISTORY     - 1929     MONUMENTED       CGS
 GD1552  HISTORY     - 1929     GOOD             CGS
 GD1552  HISTORY     - 1935     GOOD             CGS
 GD1552
 GD1552                          STATION DESCRIPTION
 GD1552
 GD1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 GD1552'ABOUT 5 MILES WEST OF BARDWELL, ON LAND OWNED BY JOE MATHIS.  REACHED
 GD1552'FROM HIGHWAY AT BARDWELL BY DIRT ROAD TOWARD LAKETON.  KEEP MAIN
 GD1552'ROAD STRAIGHT AHEAD AT ALL FORKS TO A T-CROSSROAD ABOUT 4 MILES FROM
 GD1552'BARDWELL, TURN RIGHT NORTH AND CONTINUE 1 MILE TO ROAD LEADING
 GD1552'LEFT AT TWO MAIL BOXES AND STOCK CORRAL ON RIGHT.  TURN WEST AND
 GD1552'FOLLOW MAIN ROAD 1.6 MILES TO MATHIS HOUSE, WHICH IS LAST ONE
 GD1552'BEFORE DESCENDING BLUFF AND JUST BEYOND RELOCATED ROAD.  STATION
 GD1552'IS ON EDGE OF BLUFF JUST EAST OF OLD RAILROAD STATION OF LAKETON,
 GD1552'150 YARDS FROM MATHIS HOUSE WHICH IS ON THE EAST SIDE OF ROAD, IN
 GD1552'YARD OF AN OLD HOUSE, 8.05 METERS 26.4 FEET SOUTH OF CISTERN, AND 32
 GD1552'FEET SOUTHWEST OF THE CORNER OF MAIN WING OF HOUSE.  THIS HOUSE IS ON
 GD1552'EDGE OF BLUFF JUST WEST OF ORCHARD.  SURFACE AND UNDERGROUND MARKS
 GD1552'ARE STANDARD DISK STATION MARKS IN CONCRETE.
 GD1552'REFERENCE MARKS ARE STANDARD
 GD1552'REFERENCE DISKS IN CONCRETE.  NO. 1 IS BETWEEN ROAD AND
 GD1552'GARDEN FENCE, 60 FEET NORTH OF LARGE BEECH TREE NEAR A WHITE GATE,
 GD1552'AND 110.72 METERS 363.3 FEET FROM STATION S 81 DEG 17 MIN E.
 GD1552'NO. 2 IS IN THE SOUTHWEST CORNER OF ORCHARD, 10 FEET EAST
 GD1552'OF 2-FOOT LOCUST TREE ON EDGE OF BLUFF, AND 32.19 METERS 105.6
 GD1552'FEET FROM STATION S 16 DEG 28 MIN E.
 GD1552
 GD1552                          STATION RECOVERY (1929)
 GD1552
 GD1552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (LHW)
 GD1552'STATION MARK WAS FOUND LEANING.  REFERENCE MARK 1 AND 2 WERE
 GD1552'RECOVERED IN GOOD CONDITION.  A NEW SURFACE STATION MARK WAS
 GD1552'SET HOLDING THE SAME POINT AS THE UNDERGROUND MARK.  REFERENCE
 GD1552'MARK 3 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE AND
 GD1552'DIRECTION TO REFERENCE MARK 1 COMPARED FAVORABLY WITH THE DATA
 GD1552'RECEIVED IN 1939 FROM THE FEDERAL WORKS AGENCY STATING THE
 GD1552'MARK HAD BEEN RESET BY THAT AGENCY.  THE DISTANCE AND
 GD1552'DIRECTION TO REFERENCE MARK 2 COMPARED FAVORABLY WITH THE
 GD1552'1929 DATA.  THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH
 GD1552'MARK.  FOLLOWING IS A NEW DISCRIPTION.
 GD1552'
 GD1552'STATION IS ABOUT 5 MILES WEST OF BARDWELL, 2 MILES EAST OF THE
 GD1552'MISSISSIPPI RIVER, NEAR THE WEST EDGE OF A HIGH BLUFF
 GD1552'OVERLOOKING THE RIVER VALLEY AND ON PROPERTY OF
 GD1552'HUGH M. BERRY, 1447 CHELLINGTON ST. CHESTERFIELD, MO. 63017.
 GD1552'PHONE 314-469-3160.
 GD1552'
 GD1552'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 GD1552'AND STATE HIGHWAY 123 IN BARDWELL, GO WESTERLY ON HIGHWAY
 GD1552'123 FOR 3.3 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO
 GD1552'NORTHWEST FOR 0.5 MILE TO A LOOKOUT TOWER ON THE RIGHT.
 GD1552'CONTINUE ON PAVED ROAD FOR 00.95 MILE TO A PAVED ROAD LEFT.
 GD1552'TURN LEFT AND GO WESTERLY FOR 1.5 MILES TO A HOUSE ON THE
 GD1552'RIGHT AND A METAL GATE ON THE LEFT LEADING INTO A GRASSY
 GD1552'MEADOW, TURN LEFT, PASS THROUGH THE GATE AND GO NORTHWEST
 GD1552'AND WEST FOR ABOUT 300 FEET TO THE STATION.
 GD1552'
 GD1552'STATION MARKS, STAMPED---MATHIS 1929 1977---.  THE SURFACE
 GD1552'MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 GD1552'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS
 GD1552'43 FEET NORTHEAST OF THE EDGE OF THE BLUFF, 3 FEET NORTHWEST
 GD1552'UNDERGROUND MARK IS STAMPED ---MATHIS 1929 AND IS SET IN AN
 GD1552'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND
 GD1552'SURFACE.
 GD1552'
 GD1552'REFERENCE MARK 1, STAMPED---MATHIS NO 1 1929---,
 GD1552'IS A STANDARD DISK
 GD1552'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 GD1552'6 INCHES BELOW THE GROUND SURFACE.  IT IS 24 FEET WEST OF THE
 GD1552'CENTER OF HIGHWAY AND 8.5 FEET WEST OF A FENCE AND WITNESS
 GD1552'POST.
 GD1552'
 GD1552'REFERENCE MARK 2, STAMPED---MATHIS NO 2 1929---,
 GD1552'IS A STANDARD DISK
 GD1552'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 GD1552'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 7.5 FEET EAST OF A
 GD1552'FENCE.
 GD1552'
 GD1552'REFERENCE MARK 3, STAMPED---MATHIS NO 3 1929 1977---,
 GD1552'IS A STANDARD DISK
 GD1552'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 GD1552'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 GD1552'22 FEET EAST OF A FENCE CORNER, 3 FEET EAST OF A WITNESS
 GD1552'POST AND 1 FOOT SOUTH OF A FENCE.
 GD1552'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 GD1552'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 30.3 METERS.
 GD1552
 GD1552                          STATION RECOVERY (1935)
 GD1552
 GD1552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GD1552'STATION AND REFERENCE MARK IN GOOD CONDITION.  DESCRIPTION CORRECT.
 GD1552'
 GD1552'NOTE - LETTER OF MR. SAM J. HARDIN, AREA ENGINEER, FEDERAL
 GD1552'WORKS AGENCY, PADUCAH, KENTUCKY, DATED OCTOBER 21, 1939.  DUE TO
 GD1552'ROAD CONSTRUCTION IT WAS NECESSARY TO RE-LOCATE REFERENCE MARK NO.
 GD1552'1.  IT WAS RE-SET ON LINE FROM THE STATION TO THE REFERENCE MARK
 GD1552'NO. 1, 335.560 FEET FROM THE STATION.
 GD1552'
 GD1552'AT STATION - REFERENCE MARK NO. 2 0 DEG 00 MIN 00.0 SEC.
 GD1552'
 GD1552'REFERENCE MARK NO. 1 RE-SET 275 DEG 10 MIN 10 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2298 ***********************************************************************
 HY2298  DESIGNATION -  MATTIE
 HY2298  PID         -  HY2298
 HY2298  STATE/COUNTY-  KY/LAWRENCE
 HY2298  USGS QUAD   -  BLAINE (1993)
 HY2298
 HY2298                         *CURRENT SURVEY CONTROL
 HY2298  ___________________________________________________________________
 HY2298* NAD 83(1993)-  38 00 49.34243(N)    082 46 04.56619(W)     ADJUSTED  
 HY2298* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 HY2298  ___________________________________________________________________
 HY2298  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 HY2298  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY2298
 HY2298  HORZ ORDER  -  SECOND
 HY2298
 HY2298.The horizontal coordinates were established by classical geodetic methods
 HY2298.and adjusted by the National Geodetic Survey in December 1995..
 HY2298
 HY2298.The orthometric height was scaled from a topographic map.
 HY2298
 HY2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2298
 HY2298.The geoid height was determined by GEOID03.
 HY2298
 HY2298;                    North         East     Units Scale Factor Converg.
 HY2298;SPC KY1Z     - 1,190,675.428 1,761,804.642   MT  0.99990780   +1 49 51.1
 HY2298;SPC KY1Z     - 3,906,407.63  5,780,187.40   sFT  0.99990780   +1 49 51.1
 HY2298;SPC KY N     -    58,066.681   630,142.681   MT  0.99999321   +0 55 19.0
 HY2298;SPC KY N     -   190,507.10  2,067,393.11   sFT  0.99999321   +0 55 19.0
 HY2298;SPC KY S     -   690,619.183   761,833.964   MT  1.00001566   +1 48 30.6
 HY2298;SPC KY S     - 2,265,806.44  2,499,450.26   sFT  1.00001566   +1 48 30.6
 HY2298;UTM  17      - 4,208,810.614   344,802.912   MT  0.99989666   -1 05 20.4
 HY2298
 HY2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2298!SPC KY1Z     -   0.99995259  x   0.99990780  =   0.99986039
 HY2298!SPC KY N     -   0.99995259  x   0.99999321  =   0.99994580
 HY2298!SPC KY S     -   0.99995259  x   1.00001566  =   0.99996825
 HY2298!UTM  17      -   0.99995259  x   0.99989666  =   0.99984925
 HY2298
 HY2298|---------------------------------------------------------------------|
 HY2298| PID    Reference Object                     Distance      Geod. Az  |
 HY2298|                                                           dddmmss.s |
 HY2298| DB9699 MATTIE RM 1                          15.895 METERS 05800     |
 HY2298| HY2292 PEACH                               APPROX. 9.2 KM 0642611.1 |
 HY2298| DB9700 MATTIE RM 2                          19.202 METERS 23732     |
 HY2298|---------------------------------------------------------------------|
 HY2298
 HY2298                          SUPERSEDED SURVEY CONTROL
 HY2298
 HY2298  NAD 83(1986)-  38 00 49.34862(N)    082 46 04.57084(W) AD(       ) 2
 HY2298  NAD 27      -  38 00 49.02400(N)    082 46 04.99800(W) AD(       ) 2
 HY2298
 HY2298.Superseded values are not recommended for survey control.
 HY2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2298.See file dsdata.txt to determine how the superseded data were derived.
 HY2298
 HY2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC4480308811(NAD 83)
 HY2298_MARKER: DS = TRIANGULATION STATION DISK
 HY2298_SETTING: 66 = SET IN ROCK OUTCROP
 HY2298_SP_SET: PARTIALLY EXPOSED BEDROCK
 HY2298
 HY2298  HISTORY     - Date     Condition        Report By
 HY2298  HISTORY     - 1949     MONUMENTED       CGS
 HY2298
 HY2298                          STATION DESCRIPTION
 HY2298
 HY2298'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2298'STATION IS LOCATED ABOUT 14 MILES NORTH OF PAINTSVILLE, 12 MILES
 HY2298'SOUTHWEST OF FALLSBURG AND 5 MILES EAST OF BLAINE, ON TOP OF THE
 HY2298'HIGHEST KNOLL IN THE VICINITY.  IT IS 6 FEET WEST OF A WHITE WITNESS
 HY2298'POST.  THE MARK IS BEDROCK WHICH IS ABOUT 4 INCHES BELOW THE SURFACE
 HY2298'OF THE GROUND AND THE DISK IS STAMPED MATTIE 1949.
 HY2298'
 HY2298'REFERENCE MARK NO.1 IS UNDER A FENCE LINE.  THE MARK IS A 4 INCH IRON
 HY2298'PIPE WHICH PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED MATTIE
 HY2298'NO 1 1949.
 HY2298'
 HY2298'REFERENCE MARK NO.2 IS ON THE SOUTHWEST SLOPE OF KNOLL.  THE MARK IS
 HY2298'A 4 INCH IRON PIPE WHICH PROJECTS ABOUT 5 INCHES AND THE DISK IS
 HY2298'STAMPED MATTIE NO 2 1949.
 HY2298'
 HY2298'NO AZIMUTH MARK WAS SET AT THIS STATION.
 HY2298'
 HY2298'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 HY2298'HIGHWAY 32, WHICH IS 1 MILE SOUTH OF LOUISA, GO WEST AND SOUTH ON
 HY2298'HIGHWAY 32 FOR 9.6 MILES TO A GRAVEL T ROAD LEFT, TURN LEFT AND
 HY2298'FOLLOW MAIN TRACK ROAD SOUTH FOR 0.8 MILE TO A FORK IN ROAD, TURN
 HY2298'RIGHT AND GO SOUTH AND WEST FOR 3.3 MILES ON MAIN TRACK ROAD THROUGH
 HY2298'CREEK BED TO THE END OF TRUCK TRAVEL.  FROM HERE PACK UP TRUCK TRAIL
 HY2298'TO POINT WHERE A TRAIL LEADS OFF TO THE RIGHT, TURN RIGHT AND
 HY2298'FOLLOW TRAIL FOR ABOUT 20 MINUTES TO A FENCE AND CORNER POST ON
 HY2298'LEFT, TURN LEFT AND FOLLOW DIM TRAIL DOWN HILL ACROSS A SMALL
 HY2298'VALLEY AND UP A KNOLL, BEARING RIGHT ON TOP OF RIDGE, AND STATION ON
 HY2298'HIGHEST POINT AS DESCRIBED.  THIS IS APPROXIMATELY 3/4 MILE 45
 HY2298'MINUTE PACK.
 HY2298'
 HY2298'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2468 ***********************************************************************
 HY2468  DESIGNATION -  MAXEY USGS 1954
 HY2468  PID         -  HY2468
 HY2468  STATE/COUNTY-  KY/FLEMING
 HY2468  USGS QUAD   -  COWAN (1978)
 HY2468
 HY2468                         *CURRENT SURVEY CONTROL
 HY2468  ___________________________________________________________________
 HY2468* NAD 83(1993)-  38 23 43.44608(N)    083 55 17.86109(W)     ADJUSTED  
 HY2468* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 HY2468  ___________________________________________________________________
 HY2468  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 HY2468  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HY2468
 HY2468  HORZ ORDER  -  SECOND
 HY2468
 HY2468.The horizontal coordinates were established by classical geodetic methods
 HY2468.and adjusted by the National Geodetic Survey in December 1995..
 HY2468
 HY2468.The orthometric height was scaled from a topographic map.
 HY2468
 HY2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2468
 HY2468.The geoid height was determined by GEOID03.
 HY2468
 HY2468;                    North         East     Units Scale Factor Converg.
 HY2468;SPC KY1Z     - 1,230,421.737 1,659,705.467   MT  0.99994589   +1 07 21.2
 HY2468;SPC KY1Z     - 4,036,808.65  5,445,217.02   sFT  0.99994589   +1 07 21.2
 HY2468;SPC KY N     -    99,437.976   528,685.042   MT  0.99996286   +0 12 15.4
 HY2468;SPC KY N     -   326,239.43  1,734,527.51   sFT  0.99996286   +0 12 15.4
 HY2468;UTM  17      - 4,253,729.507   244,846.734   MT  1.00040184   -1 48 56.0
 HY2468;UTM  16      - 4,254,175.174   768,845.065   MT  1.00049021   +1 54 47.1
 HY2468
 HY2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2468!SPC KY1Z     -   0.99995918  x   0.99994589  =   0.99990507
 HY2468!SPC KY N     -   0.99995918  x   0.99996286  =   0.99992204
 HY2468!UTM  17      -   0.99995918  x   1.00040184  =   1.00036100
 HY2468!UTM  16      -   0.99995918  x   1.00049021  =   1.00044937
 HY2468
 HY2468                          SUPERSEDED SURVEY CONTROL
 HY2468
 HY2468  NAD 83(1986)-  38 23 43.45317(N)    083 55 17.86881(W) AD(       ) 2
 HY2468  NAD 27      -  38 23 43.17900(N)    083 55 18.14700(W) AD(       ) 2
 HY2468
 HY2468.Superseded values are not recommended for survey control.
 HY2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2468.See file dsdata.txt to determine how the superseded data were derived.
 HY2468
 HY2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4484753730(NAD 83)
 HY2468_MARKER: P = PIPE CAP
 HY2468_SETTING: 0 = UNSPECIFIED SETTING
 HY2468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2468
 HY2468  HISTORY     - Date     Condition        Report By
 HY2468  HISTORY     - 1954     MONUMENTED       USGS
 HY2468  HISTORY     - 1977     GOOD             LOCENG
 HY2468
 HY2468                          STATION DESCRIPTION
 HY2468
 HY2468'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (ELJ)
 HY2468'ABOUT 10 MILES SOUTHWEST OF FLEMINGSBURG, ABOUT 8 MILES NORTHEAST OF
 HY2468'CARLISLE AND ON PROPERTY OWNED BY R.W. BOONE.
 HY2468'
 HY2468'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COWAN,
 HY2468'DISTANCE BEING 145.93 FEET (44.481 METERS) NORTH OF THE STATION
 HY2468'COWAN. THE MARK IS A U.S. GEOLOGICAL SURVEY CAP RIVETED TO THE TOP OF
 HY2468'A 3 INCH IRON PIPE WHICH PROJECTS 10 INCHES.
 HY2468'
 HY2468'TO REACH THE STATION FROM THE COURTHOUSE IN CARLISLE, GO NORTHEAST ON
 HY2468'STATE HIGHWAY 32 FOR 9.6 MILES TO A DIRT SIDE ROAD LEFT, TURN LEFT
 HY2468'AND GO 0.15 MILE TO AN OLD WIRE AND WOOD GATE, TURN RIGHT THROUGH
 HY2468'GATE AND GO TO HIGHEST POINT OF CULTIVATED FIELD AND STATION.
 HY2468
 HY2468                          STATION RECOVERY (1977)
 HY2468
 HY2468'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (RVP)
 HY2468'UNSTAMPED RECOVERED GOOD.
 HY2468'
 HY2468'DESCRIPTION IS ADEQUATE.
 HY2468'
 HY2468'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MI. SW OF FLEMINGSBURG
 HY2468'AND 8 MI NE OF CARLISLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2037 ***********************************************************************
 GZ2037  DESIGNATION -  MAXINE
 GZ2037  PID         -  GZ2037
 GZ2037  STATE/COUNTY-  KY/LARUE
 GZ2037  USGS QUAD   -  HAMMONVILLE (1982)
 GZ2037
 GZ2037                         *CURRENT SURVEY CONTROL
 GZ2037  ___________________________________________________________________
 GZ2037* NAD 83(1986)-  37 27 45.     (N)    085 47 44.     (W)     SCALED    
 GZ2037* NAVD 88     -       257.124  (meters)     843.58   (feet)  ADJUSTED  
 GZ2037  ___________________________________________________________________
 GZ2037  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GZ2037  DYNAMIC HT  -         256.923 (meters)     842.92  (feet)  COMP
 GZ2037  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 GZ2037
 GZ2037  VERT ORDER  -  SECOND    CLASS 0
 GZ2037
 GZ2037.The horizontal coordinates were scaled from a topographic map and have
 GZ2037.an estimated accuracy of +/- 6 seconds.
 GZ2037
 GZ2037.The orthometric height was determined by differential leveling
 GZ2037.and adjusted by the National Geodetic Survey in June 1991..
 GZ2037
 GZ2037.The geoid height was determined by GEOID03.
 GZ2037
 GZ2037.The dynamic height is computed by dividing the NAVD 88
 GZ2037.geopotential number by the normal gravity value computed on the
 GZ2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2037.degrees latitude (g = 980.6199 gals.).
 GZ2037
 GZ2037.The modeled gravity was interpolated from observed gravity values.
 GZ2037
 GZ2037;                    North         East    Units  Estimated Accuracy
 GZ2037;SPC KY1Z     - 1,125,320.    1,495,970.      MT  (+/- 180 meters Scaled)
 GZ2037
 GZ2037                          SUPERSEDED SURVEY CONTROL
 GZ2037
 GZ2037  NGVD 29 (??/??/92)  257.242  (m)          843.97   (f) ADJ UNCH    2 0
 GZ2037
 GZ2037.Superseded values are not recommended for survey control.
 GZ2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2037.See file dsdata.txt to determine how the superseded data were derived.
 GZ2037
 GZ2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG065468(NAD 83)
 GZ2037_MARKER: DS = TRIANGULATION STATION DISK
 GZ2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2037_STAMPING: MAXINE 1951
 GZ2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2037+STABILITY: SURFACE MOTION
 GZ2037
 GZ2037  HISTORY     - Date     Condition        Report By
 GZ2037  HISTORY     - 1951     MONUMENTED       CGS
 GZ2037  HISTORY     - 1951     GOOD             CGS
 GZ2037  HISTORY     - 1982     GOOD             KYDT
 GZ2037
 GZ2037                          STATION DESCRIPTION
 GZ2037
 GZ2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2037'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF HODGENVILLE ON THE EAST
 GZ2037'SIDE OF STATE HIGHWAY NO. 357. IT IS 30 FEET EAST OF THE CENTER OF
 GZ2037'HIGHWAY, 14 FEET NORTH OF A TRIANGULAR BLAZED 14 INCH OAK TREE AND 10
 GZ2037'FEET EAST OF A WHITE WITNESS POST. THE MARK IS SET FLUSH WITH
 GZ2037'THE GROUND SURFACE AND THE DISK STAMPED MAXINE 1951.
 GZ2037'
 GZ2037'REFERENCE MARK NO. 1 IS SET ON THE SOUTHEAST SLOPE OF THE SMALL KNOLL
 GZ2037'ABOUT 1 FOOT LOWER IN ELEVATION THAN STATION MARK. THE MARK IS SET
 GZ2037'FLUSH WITH THE GROUND SURFACE AND THE DISK STAMPED MAXINE NO. 1 1951.
 GZ2037'
 GZ2037'BM B 257 WAS USED AS REFERENCE MARK NO. 2. IT IS 26 FEET NORTH OF THE
 GZ2037'CENTER OF A PRIVATE DRIVEWAY, 25 FEET EAST OF THE CENTER OF STATE
 GZ2037'HIGHWAY NO. 357 AND 1 FOOT WEST OF POWER LINE POLE. THE MARK IS A 10
 GZ2037'INCH CONCRETE CYLINDER SET FLUSH WITH THE GROUND SURFACE AND THE
 GZ2037'DISK A STANDARD U.S.C. AND G. SURVEY BENCH MARK DISK STAMPED B 257
 GZ2037'1951.
 GZ2037'
 GZ2037'THE AZIMUTH MARK IS 35 FEET NORTH OF THE NORTHWEST CORNER OF A BARN,
 GZ2037'11 FEET EAST OF THE CENTER OF PRIVATE DRIVEWAY, 2 FEET SOUTH OF A
 GZ2037'WHITE WITNESS POST AND 1 FOOT EAST OF FENCE LINE SET IN A BARN YARD.
 GZ2037'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED MAXINE 1951.
 GZ2037'
 GZ2037'TO REACH THE STATION FROM THE COURTHOUSE IN HODGENVILLE, GO SOUTH ON
 GZ2037'U.S.HIGHWAY NO. 31E FOR 0.35 MILE TO JUNCTION WITH STATE HIGHWAY NO.
 GZ2037'357 RIGHT, TURN RIGHT AND FOLLOW STATE HIGHWAY NO. 357 WEST AND
 GZ2037'SOUTHWEST FOR 8.2 MILES TO CROSSROAD, (*/CONTINUE SOUTHWEST ON
 GZ2037'HIGHWAY FOR 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GZ2037'
 GZ2037'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO
 GZ2037'NORTH FOR 0.1 MILE TO DRIVEWAY LEFT, TURN LEFT INTO DRIVEWAY FOR
 GZ2037'ABOUT 100 FEET TO THE MARK ON THE LEFT IN BARN YARD AS DESCRIBED.
 GZ2037'
 GZ2037'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GZ2037
 GZ2037                          STATION RECOVERY (1951)
 GZ2037
 GZ2037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ2037'0.2 MI S FROM MAXINE.
 GZ2037'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 357 FROM THE CROSSROADS
 GZ2037'AT MAXINE, AT THE JUNCTION OF A DRIVE EAST TO A SMALL WHITE HOUSE,
 GZ2037'27 FEET EAST OF CENTER LINE OF HIGHWAY, 87 FEET NORTH OF BM B 257,
 GZ2037'113 FEET NORTH OF CENTER LINE OF DRIVE TO HOUSE, ABOUT 5 FEET
 GZ2037'ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 GZ2037'WITH GROUND.
 GZ2037
 GZ2037                          STATION RECOVERY (1982)
 GZ2037
 GZ2037'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2615 ***********************************************************************
 GZ2615  DESIGNATION -  MAXINE 1951 1982
 GZ2615  PID         -  GZ2615
 GZ2615  STATE/COUNTY-  KY/LARUE
 GZ2615  USGS QUAD   -  HAMMONVILLE (1982)
 GZ2615
 GZ2615                         *CURRENT SURVEY CONTROL
 GZ2615  ___________________________________________________________________
 GZ2615* NAD 83(1993)-  37 27 45.18514(N)    085 47 43.91319(W)     ADJUSTED  
 GZ2615* NAVD 88     -       257.11   (meters)     843.5    (feet)  RESET     
 GZ2615  ___________________________________________________________________
 GZ2615  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 GZ2615  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GZ2615
 GZ2615  HORZ ORDER  -  THIRD
 GZ2615  VERT ORDER  -  THIRD
 GZ2615
 GZ2615.The horizontal coordinates were established by classical geodetic methods
 GZ2615.and adjusted by the National Geodetic Survey in December 1995..
 GZ2615
 GZ2615.The orthometric height was computed from unverified reset data.
 GZ2615.No vertical observational check was made to the station.
 GZ2615
 GZ2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2615
 GZ2615.The geoid height was determined by GEOID03.
 GZ2615
 GZ2615;                    North         East     Units Scale Factor Converg.
 GZ2615;SPC KY1Z     - 1,125,324.996 1,495,972.131   MT  0.99993087   -0 01 40.6
 GZ2615;SPC KY1Z     - 3,692,003.76  4,908,035.23   sFT  0.99993087   -0 01 40.6
 GZ2615;SPC KY S     -   625,315.560   495,972.062   MT  0.99994790   -0 01 39.4
 GZ2615;SPC KY S     - 2,051,556.13  1,627,201.67   sFT  0.99994790   -0 01 39.4
 GZ2615;UTM  16      - 4,146,867.763   606,518.272   MT  0.99973976   +0 43 57.6
 GZ2615
 GZ2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2615!SPC KY1Z     -   0.99996472  x   0.99993087  =   0.99989559
 GZ2615!SPC KY S     -   0.99996472  x   0.99994790  =   0.99991262
 GZ2615!UTM  16      -   0.99996472  x   0.99973976  =   0.99970449
 GZ2615
 GZ2615|---------------------------------------------------------------------|
 GZ2615| PID    Reference Object                     Distance      Geod. Az  |
 GZ2615|                                                           dddmmss.s |
 GZ2615| GZ2038 MAXINE RM 1                          27.714 METERS 10459     |
 GZ2615| GZ2039 B 257                                26.729 METERS 18120     |
 GZ2615| AI6908 MAXINE AZ MK                                       3145716.9 |
 GZ2615|---------------------------------------------------------------------|
 GZ2615
 GZ2615                          SUPERSEDED SURVEY CONTROL
 GZ2615
 GZ2615  NAD 83(1986)-  37 27 45.19310(N)    085 47 43.92081(W) AD(       ) 3
 GZ2615  NGVD 29 (10/08/05)  257.23   (m)          843.9    (f) RESET       3  
 GZ2615
 GZ2615.Superseded values are not recommended for survey control.
 GZ2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2615.See file dsdata.txt to determine how the superseded data were derived.
 GZ2615
 GZ2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0651846868(NAD 83)
 GZ2615_MARKER: DS = TRIANGULATION STATION DISK
 GZ2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2615_STAMPING: MAXINE 1951 1982
 GZ2615_PROJECTION: PROJECTING 5 CENTIMETERS
 GZ2615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2615+STABILITY: SURFACE MOTION
 GZ2615
 GZ2615  HISTORY     - Date     Condition        Report By
 GZ2615  HISTORY     - 1982     MONUMENTED       NGS
 GZ2615
 GZ2615                          STATION DESCRIPTION
 GZ2615
 GZ2615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GZ2615'0.2 MI SOUTH FROM MAXINE.
 GZ2615'0.2 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS 357 AND 1517 IN
 GZ2615'MAXINE, 29.0 FEET EAST OF THE CENTERLINE OF HIGHWAY 357, 112.0 FEET
 GZ2615'SOUTH OF A WITNESS POST AND A TELEPHONE POLE, 87.0 FEET NORTH OF
 GZ2615'A TELEPHONE POLE, AND 117.0 FEET NORTH OF THE CENTERLINE OF DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2038 ***********************************************************************
 GZ2038  DESIGNATION -  MAXINE RM 1
 GZ2038  PID         -  GZ2038
 GZ2038  STATE/COUNTY-  KY/LARUE
 GZ2038  USGS QUAD   -  HAMMONVILLE (1982)
 GZ2038
 GZ2038                         *CURRENT SURVEY CONTROL
 GZ2038  ___________________________________________________________________
 GZ2038* NAD 83(1986)-  37 27 44.     (N)    085 47 44.     (W)     SCALED    
 GZ2038* NAVD 88     -       256.620  (meters)     841.93   (feet)  ADJUSTED  
 GZ2038  ___________________________________________________________________
 GZ2038  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GZ2038  DYNAMIC HT  -         256.420 (meters)     841.27  (feet)  COMP
 GZ2038  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 GZ2038
 GZ2038  VERT ORDER  -  SECOND    CLASS 0
 GZ2038
 GZ2038.The horizontal coordinates were scaled from a topographic map and have
 GZ2038.an estimated accuracy of +/- 6 seconds.
 GZ2038
 GZ2038.The orthometric height was determined by differential leveling
 GZ2038.and adjusted by the National Geodetic Survey in June 1991..
 GZ2038
 GZ2038.The geoid height was determined by GEOID03.
 GZ2038
 GZ2038.The dynamic height is computed by dividing the NAVD 88
 GZ2038.geopotential number by the normal gravity value computed on the
 GZ2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2038.degrees latitude (g = 980.6199 gals.).
 GZ2038
 GZ2038.The modeled gravity was interpolated from observed gravity values.
 GZ2038
 GZ2038;                    North         East    Units  Estimated Accuracy
 GZ2038;SPC KY1Z     - 1,125,290.    1,495,970.      MT  (+/- 180 meters Scaled)
 GZ2038
 GZ2038                          SUPERSEDED SURVEY CONTROL
 GZ2038
 GZ2038  NGVD 29 (??/??/92)  256.738  (m)          842.31   (f) ADJ UNCH    2 0
 GZ2038
 GZ2038.Superseded values are not recommended for survey control.
 GZ2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2038.See file dsdata.txt to determine how the superseded data were derived.
 GZ2038
 GZ2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG065468(NAD 83)
 GZ2038_MARKER: DR = REFERENCE MARK DISK
 GZ2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2038_STAMPING: MAXINE NO 1 1951
 GZ2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2038+STABILITY: SURFACE MOTION
 GZ2038
 GZ2038  HISTORY     - Date     Condition        Report By
 GZ2038  HISTORY     - 1951     MONUMENTED       CGS
 GZ2038
 GZ2038                          STATION DESCRIPTION
 GZ2038
 GZ2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2038'0.2 MI S FROM MAXINE.
 GZ2038'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 357 FROM THE CROSSROADS
 GZ2038'AT MAXINE, AT THE JUNCTION OF A DRIVE EAST TO A SMALL WHITE
 GZ2038'HOUSE, 116 FEET EAST OF CENTER LINE OF HIGHWAY, 62 FEET NORTH OF
 GZ2038'CENTER LINE OF DRIVE TO HOUSE, 70 FEET NORTH OF A FENCE LINE,
 GZ2038'92 FEET WEST-NORTHWEST OF SOUTHWEST CORNER OF A BARN, ABOUT 3 FEET
 GZ2038'ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 GZ2038'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2616 ***********************************************************************
 GZ2616  DESIGNATION -  MAXINE RM 2
 GZ2616  PID         -  GZ2616
 GZ2616  STATE/COUNTY-  KY/LARUE
 GZ2616  USGS QUAD   -  HAMMONVILLE (1982)
 GZ2616
 GZ2616                         *CURRENT SURVEY CONTROL
 GZ2616  ___________________________________________________________________
 GZ2616* NAD 83(1986)-  37 27 44.     (N)    085 47 44.     (W)     SCALED    
 GZ2616* NAVD 88     -       254.93   (meters)     836.4    (feet)  RESET     
 GZ2616  ___________________________________________________________________
 GZ2616  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GZ2616
 GZ2616  VERT ORDER  -  THIRD
 GZ2616
 GZ2616.The horizontal coordinates were scaled from a topographic map and have
 GZ2616.an estimated accuracy of +/- 6 seconds.
 GZ2616
 GZ2616.The orthometric height was computed from unverified reset data.
 GZ2616.No vertical observational check was made to the station.
 GZ2616
 GZ2616.The geoid height was determined by GEOID03.
 GZ2616
 GZ2616;                    North         East    Units  Estimated Accuracy
 GZ2616;SPC KY1Z     - 1,125,290.    1,495,970.      MT  (+/- 180 meters Scaled)
 GZ2616
 GZ2616                          SUPERSEDED SURVEY CONTROL
 GZ2616
 GZ2616  NGVD 29 (10/08/05)  255.05   (m)          836.8    (f) RESET       3  
 GZ2616
 GZ2616.Superseded values are not recommended for survey control.
 GZ2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2616.See file dsdata.txt to determine how the superseded data were derived.
 GZ2616
 GZ2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG065468(NAD 83)
 GZ2616_MARKER: DR = REFERENCE MARK DISK
 GZ2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2616_STAMPING: MAXINE 1951 NO 2 1982
 GZ2616_PROJECTION: PROJECTING 8 CENTIMETERS
 GZ2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2616+STABILITY: SURFACE MOTION
 GZ2616
 GZ2616  HISTORY     - Date     Condition        Report By
 GZ2616  HISTORY     - 1982     MONUMENTED       NGS
 GZ2616
 GZ2616                          STATION DESCRIPTION
 GZ2616
 GZ2616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GZ2616'0.2 MI SOUTH FROM MAXINE.
 GZ2616'0.2 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS 357 AND 1517 IN
 GZ2616'MAXINE, 1.0 FOOT SOUTH OF A WITNESS POST AND A TELEPHONE POLE, AND
 GZ2616'25.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1535 ***********************************************************************
 GD1535  DESIGNATION -  MAYFIELD AMER SNUFF WATER TANK
 GD1535  PID         -  GD1535
 GD1535  STATE/COUNTY-  KY/GRAVES
 GD1535  USGS QUAD   -  MAYFIELD (1994)
 GD1535
 GD1535                         *CURRENT SURVEY CONTROL
 GD1535  ___________________________________________________________________
 GD1535* NAD 83(1993)-  36 44 39.51962(N)    088 38 24.28690(W)     ADJUSTED  
 GD1535* NAVD 88     -                                                        
 GD1535  ___________________________________________________________________
 GD1535  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 GD1535  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1535
 GD1535  HORZ ORDER  -  THIRD
 GD1535
 GD1535.The horizontal coordinates were established by classical geodetic methods
 GD1535.and adjusted by the National Geodetic Survey in December 1995..
 GD1535
 GD1535
 GD1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1535
 GD1535.The geoid height was determined by GEOID03.
 GD1535
 GD1535;                    North         East     Units Scale Factor Converg.
 GD1535;SPC KY1Z     - 1,049,610.631 1,241,906.235   MT  1.00009835   -1 46 27.8
 GD1535;SPC KY1Z     - 3,443,597.55  4,074,487.37   sFT  1.00009835   -1 46 27.8
 GD1535;SPC KY S     -   549,555.332   241,931.125   MT  0.99999803   -1 45 09.8
 GD1535;SPC KY S     - 1,802,999.45    793,735.70   sFT  0.99999803   -1 45 09.8
 GD1535;SPC TN       -   270,688.824   364,228.591   MT  1.00007454   -1 32 44.2
 GD1535;SPC TN       -   888,084.92  1,194,973.30   sFT  1.00007454   -1 32 44.2
 GD1535;UTM  16      - 4,067,762.469   353,579.253   MT  0.99986413   -0 58 52.8
 GD1535
 GD1535                          SUPERSEDED SURVEY CONTROL
 GD1535
 GD1535  NAD 83(1986)-  36 44 39.53061(N)    088 38 24.28867(W) AD(       ) 4
 GD1535  NAD 27      -  36 44 39.33000(N)    088 38 24.11000(W) AD(       ) 3
 GD1535
 GD1535.Superseded values are not recommended for survey control.
 GD1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1535.See file dsdata.txt to determine how the superseded data were derived.
 GD1535
 GD1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF5357967762(NAD 83)
 GD1535_MARKER: 51 = TANK
 GD1535
 GD1535  HISTORY     - Date     Condition        Report By
 GD1535  HISTORY     - 1934     FIRST OBSERVED   CGS
 GD1535
 GD1535                          STATION DESCRIPTION
 GD1535
 GD1535'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1536 ***********************************************************************
 GD1536  DESIGNATION -  MAYFIELD COURTHOUSE SPIRE
 GD1536  PID         -  GD1536
 GD1536  STATE/COUNTY-  KY/GRAVES
 GD1536  USGS QUAD   -  MAYFIELD (1994)
 GD1536
 GD1536                         *CURRENT SURVEY CONTROL
 GD1536  ___________________________________________________________________
 GD1536* NAD 83(1993)-  36 44 28.44620(N)    088 38 06.66550(W)     ADJUSTED  
 GD1536* NAVD 88     -                                                        
 GD1536  ___________________________________________________________________
 GD1536  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 GD1536  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1536
 GD1536  HORZ ORDER  -  THIRD
 GD1536
 GD1536.The horizontal coordinates were established by classical geodetic methods
 GD1536.and adjusted by the National Geodetic Survey in December 1995..
 GD1536
 GD1536
 GD1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1536
 GD1536.The geoid height was determined by GEOID03.
 GD1536
 GD1536;                    North         East     Units Scale Factor Converg.
 GD1536;SPC KY1Z     - 1,049,255.888 1,242,332.668   MT  1.00009940   -1 46 17.0
 GD1536;SPC KY1Z     - 3,442,433.69  4,075,886.43   sFT  1.00009940   -1 46 17.0
 GD1536;SPC KY S     -   549,200.786   242,357.649   MT  0.99999858   -1 44 59.1
 GD1536;SPC KY S     - 1,801,836.25    795,135.05   sFT  0.99999858   -1 44 59.1
 GD1536;SPC TN       -   270,335.795   364,656.426   MT  1.00007369   -1 32 33.9
 GD1536;SPC TN       -   886,926.69  1,196,376.96   sFT  1.00007369   -1 32 33.9
 GD1536;UTM  16      - 4,067,413.744   354,010.453   MT  0.99986257   -0 58 42.0
 GD1536
 GD1536                          SUPERSEDED SURVEY CONTROL
 GD1536
 GD1536  NAD 83(1986)-  36 44 28.45726(N)    088 38 06.66740(W) AD(       ) 4
 GD1536  NAD 27      -  36 44 28.25300(N)    088 38 06.49300(W) AD(       ) 3
 GD1536
 GD1536.Superseded values are not recommended for survey control.
 GD1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1536.See file dsdata.txt to determine how the superseded data were derived.
 GD1536
 GD1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF5401067414(NAD 83)
 GD1536_MARKER: 89 = SPIRE
 GD1536
 GD1536  HISTORY     - Date     Condition        Report By
 GD1536  HISTORY     - 1934     FIRST OBSERVED   CGS
 GD1536
 GD1536                          STATION DESCRIPTION
 GD1536
 GD1536'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1537 ***********************************************************************
 GD1537  DESIGNATION -  MAYFIELD GAS ELEC TALLEST STK
 GD1537  PID         -  GD1537
 GD1537  STATE/COUNTY-  KY/GRAVES
 GD1537  USGS QUAD   -  MAYFIELD (1994)
 GD1537
 GD1537                         *CURRENT SURVEY CONTROL
 GD1537  ___________________________________________________________________
 GD1537* NAD 83(1993)-  36 44 16.61547(N)    088 38 37.26295(W)     ADJUSTED  
 GD1537* NAVD 88     -                                                        
 GD1537  ___________________________________________________________________
 GD1537  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 GD1537  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1537
 GD1537  HORZ ORDER  -  THIRD
 GD1537
 GD1537.The horizontal coordinates were established by classical geodetic methods
 GD1537.and adjusted by the National Geodetic Survey in December 1995..
 GD1537
 GD1537
 GD1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1537
 GD1537.The geoid height was determined by GEOID03.
 GD1537
 GD1537;                    North         East     Units Scale Factor Converg.
 GD1537;SPC KY1Z     - 1,048,914.837 1,241,562.557   MT  1.00010053   -1 46 35.8
 GD1537;SPC KY1Z     - 3,441,314.76  4,073,359.82   sFT  1.00010053   -1 46 35.8
 GD1537;SPC KY S     -   548,859.478   241,587.745   MT  0.99999917   -1 45 17.7
 GD1537;SPC KY S     - 1,800,716.47    792,609.13   sFT  0.99999917   -1 45 17.7
 GD1537;SPC TN       -   269,991.681   363,887.703   MT  1.00007278   -1 32 51.8
 GD1537;SPC TN       -   885,797.71  1,193,854.91   sFT  1.00007278   -1 32 51.8
 GD1537;UTM  16      - 4,067,062.149   353,245.317   MT  0.99986533   -0 59 00.1
 GD1537
 GD1537                          SUPERSEDED SURVEY CONTROL
 GD1537
 GD1537  NAD 83(1986)-  36 44 16.62654(N)    088 38 37.26466(W) AD(       ) 4
 GD1537  NAD 27      -  36 44 16.42300(N)    088 38 37.09100(W) AD(       ) 3
 GD1537
 GD1537.Superseded values are not recommended for survey control.
 GD1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1537.See file dsdata.txt to determine how the superseded data were derived.
 GD1537
 GD1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF5324567062(NAD 83)
 GD1537_MARKER: 63 = STACK
 GD1537
 GD1537  HISTORY     - Date     Condition        Report By
 GD1537  HISTORY     - 1934     FIRST OBSERVED   CGS
 GD1537
 GD1537                          STATION DESCRIPTION
 GD1537
 GD1537'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1538 ***********************************************************************
 GD1538  DESIGNATION -  MAYFIELD WOOLEN MILLS TANK
 GD1538  PID         -  GD1538
 GD1538  STATE/COUNTY-  KY/GRAVES
 GD1538  USGS QUAD   -  MAYFIELD (1994)
 GD1538
 GD1538                         *CURRENT SURVEY CONTROL
 GD1538  ___________________________________________________________________
 GD1538* NAD 83(1993)-  36 44 23.54337(N)    088 38 23.89457(W)     ADJUSTED  
 GD1538* NAVD 88     -                                                        
 GD1538  ___________________________________________________________________
 GD1538  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 GD1538  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1538
 GD1538  HORZ ORDER  -  THIRD
 GD1538
 GD1538.The horizontal coordinates were established by classical geodetic methods
 GD1538.and adjusted by the National Geodetic Survey in December 1995..
 GD1538
 GD1538
 GD1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1538
 GD1538.The geoid height was determined by GEOID03.
 GD1538
 GD1538;                    North         East     Units Scale Factor Converg.
 GD1538;SPC KY1Z     - 1,049,118.036 1,241,900.714   MT  1.00009987   -1 46 27.6
 GD1538;SPC KY1Z     - 3,441,981.42  4,074,469.26   sFT  1.00009987   -1 46 27.6
 GD1538;SPC KY S     -   549,062.785   241,925.791   MT  0.99999882   -1 45 09.6
 GD1538;SPC KY S     - 1,801,383.49    793,718.20   sFT  0.99999882   -1 45 09.6
 GD1538;SPC TN       -   270,196.224   364,225.037   MT  1.00007331   -1 32 44.0
 GD1538;SPC TN       -   886,468.78  1,194,961.64   sFT  1.00007331   -1 32 44.0
 GD1538;UTM  16      - 4,067,269.961   353,580.550   MT  0.99986412   -0 58 52.2
 GD1538
 GD1538                          SUPERSEDED SURVEY CONTROL
 GD1538
 GD1538  NAD 83(1986)-  36 44 23.55444(N)    088 38 23.89630(W) AD(       ) 4
 GD1538  NAD 27      -  36 44 23.35200(N)    088 38 23.72100(W) AD(       ) 3
 GD1538
 GD1538.Superseded values are not recommended for survey control.
 GD1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1538.See file dsdata.txt to determine how the superseded data were derived.
 GD1538
 GD1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF5358167270(NAD 83)
 GD1538_MARKER: 51 = TANK
 GD1538
 GD1538  HISTORY     - Date     Condition        Report By
 GD1538  HISTORY     - 1934     FIRST OBSERVED   CGS
 GD1538
 GD1538                          STATION DESCRIPTION
 GD1538
 GD1538'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3201 ***********************************************************************
 GY3201  DESIGNATION -  MAYKING
 GY3201  PID         -  GY3201
 GY3201  STATE/COUNTY-  KY/LETCHER
 GY3201  USGS QUAD   -  FLAT GAP (1978)
 GY3201
 GY3201                         *CURRENT SURVEY CONTROL
 GY3201  ___________________________________________________________________
 GY3201* NAD 83(1993)-  37 06 38.31398(N)    082 44 18.59538(W)     ADJUSTED  
 GY3201* NAVD 88     -       998.1    (meters)    3275.     (feet)  VERTCON   
 GY3201  ___________________________________________________________________
 GY3201  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 GY3201  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GY3201
 GY3201  HORZ ORDER  -  SECOND
 GY3201
 GY3201.The horizontal coordinates were established by classical geodetic methods
 GY3201.and adjusted by the National Geodetic Survey in December 1995..
 GY3201
 GY3201.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3201
 GY3201.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3201
 GY3201.The geoid height was determined by GEOID03.
 GY3201
 GY3201;                    North         East     Units Scale Factor Converg.
 GY3201;SPC KY1Z     - 1,090,588.195 1,767,621.687   MT  0.99999358   +1 50 56.2
 GY3201;SPC KY1Z     - 3,578,038.10  5,799,272.15   sFT  0.99999358   +1 50 56.2
 GY3201;SPC KY S     -   590,526.326   767,611.947   MT  0.99995297   +1 49 34.9
 GY3201;SPC KY S     - 1,937,418.45  2,518,406.86   sFT  0.99995297   +1 49 34.9
 GY3201;SPC VA S     - 1,094,716.636 3,123,414.855   MT  0.99995539   -2 34 20.8
 GY3201;SPC VA S     - 3,591,582.83 10,247,403.57   sFT  0.99995539   -2 34 20.8
 GY3201;UTM  17      - 4,108,560.636   345,533.133   MT  0.99989393   -1 02 56.9
 GY3201
 GY3201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3201!SPC KY1Z     -   0.99984826  x   0.99999358  =   0.99984184
 GY3201!SPC KY S     -   0.99984826  x   0.99995297  =   0.99980124
 GY3201!SPC VA S     -   0.99984826  x   0.99995539  =   0.99980366
 GY3201!UTM  17      -   0.99984826  x   0.99989393  =   0.99974221
 GY3201
 GY3201|---------------------------------------------------------------------|
 GY3201| PID    Reference Object                     Distance      Geod. Az  |
 GY3201|                                                           dddmmss.s |
 GY3201| DB9701 MAYKING RM 1                          8.290 METERS 09716     |
 GY3201| GY3200 BUTLER                              188.698 METERS 11327     |
 GY3201| DB9702 MAYKING RM 2                          9.637 METERS 22911     |
 GY3201| GY3207 WALNUT RESET                        APPROX.25.3 KM 3273400.4 |
 GY3201|---------------------------------------------------------------------|
 GY3201
 GY3201                          SUPERSEDED SURVEY CONTROL
 GY3201
 GY3201  NAD 83(1993)-  37 06 38.31540(N)    082 44 18.59524(W) AD(       ) 2
 GY3201  NAD 83(1986)-  37 06 38.32189(N)    082 44 18.60384(W) AD(       ) 2
 GY3201  NAD 27      -  37 06 37.97013(N)    082 44 19.02001(W) AD(       ) 2
 GY3201  NGVD 29 (07/19/86)  998.2    (m)         3275.     (f) VERT ANG       
 GY3201
 GY3201.Superseded values are not recommended for survey control.
 GY3201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3201.See file dsdata.txt to determine how the superseded data were derived.
 GY3201
 GY3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB4553308561(NAD 83)
 GY3201_MARKER: DS = TRIANGULATION STATION DISK
 GY3201_SETTING: 66 = SET IN ROCK OUTCROP
 GY3201
 GY3201  HISTORY     - Date     Condition        Report By
 GY3201  HISTORY     - 1934     MONUMENTED       CGS
 GY3201  HISTORY     - 1950     GOOD             CGS
 GY3201  HISTORY     - 1963     GOOD             CGS
 GY3201  HISTORY     - 1968     SEE DESCRIPTION  USGS
 GY3201  HISTORY     - 19780901 GOOD             USGS
 GY3201
 GY3201                          STATION DESCRIPTION
 GY3201
 GY3201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GY3201'STATION IS ON THE HIGHEST PART OF THE SW ONE OF TWO HIGH PEAKS ON
 GY3201'PINE MOUNTAIN, 5 MILES S OF E OF WHITESBURG, 2.6 MILES SSE OF
 GY3201'MAYKING.
 GY3201'
 GY3201'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 GY3201'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GY3201'
 GY3201'REFERENCE MARK NO. 1 IS E OF STATION, FLUSH WITH GROUND.
 GY3201'
 GY3201'REFERENCE MARK NO. 2 IS W OF STATION, 1 FOOT ABOVE GROUND, 6 FEET W
 GY3201'OF 6-INCH TWIN OAK.
 GY3201'
 GY3201'AZIMUTH MARK IS NNW OF STATION SET IN ROCK OUTCROP IN SIDE OF HILL,
 GY3201'30 YARDS NE OF ROAD LEADING TO STATION, 100 YARDS W OF HOME OF
 GY3201'CHARLIE CRAFT, ABOUT 30 FEET HIGHER THAN ROAD, 8 FEET SE OF FENCE
 GY3201'LINE, 0.4 MILE BEFORE END OF TRUCK TRAVEL.
 GY3201'
 GY3201'TO REACH FROM WHITEBURGS COURTHOUSE, GO E ON STATE HIGHWAY 15 FOR
 GY3201'4.65 MILES TO DIRT ROAD LEADING TO MAYKING.  TURN RIGHT AND
 GY3201'FOLLOW THIS ROAD FOR 0.2 MILE AND TAKE LEFT FORK AFTER CROSSING SMALL
 GY3201'BRIDGE, THEN GO 0.1 MILE, GO UP CREEK AFTER CROSSING RAILROAD
 GY3201'TRACKS, THEN CONTINUE ON THIS ROAD FOR 1.5 MILES TO HOME OF JOHN
 GY3201'CRAFT, AND END OF TRUCK TRAVEL. TAKE TRAIL HERE UP CREEK TO RIGHT OF
 GY3201'BARN 0.5 MILE TO HOUSE, THEN KEEP TO RIGHT TO A SMALL FIELD AND TURN
 GY3201'LEFT AND FOLLOW TRAIL 1.25 MILES TO THE TOP RIDGE AND LARGE OAK
 GY3201'WITH TRIANGULAR BLAZE AND FORKS OF TRAIL.  TAKE RIGHT FORK OF
 GY3201'TRAIL ALONG RIDGE ABOUT 0.75 MILE TO STATION.  MARK IS SET IN ROCK
 GY3201'OUTCROP ON HIGHEST PART OF TOP ON N EDGE OF RIDGE AT BEGINNING OF
 GY3201'DOWNWARD SLOPE (WESTERN) 4.7 FEET S OF N EDGE OF ROCK OUTCROP, 21.28
 GY3201'FEET N OF 14-INCH OAK WITH BLAZE, 5.1 FEET W OF 10-INCH OAK WITH
 GY3201'BLAZE.
 GY3201'
 GY3201'A 4-FOOT STAND REQUIRED.
 GY3201
 GY3201                          STATION RECOVERY (1950)
 GY3201
 GY3201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GY3201'STATION WAS RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 GY3201'WERE FOUND IN GOOD CONDITION.  AZIMUTH MARK WAS NOT RECOVERED.
 GY3201'STATION WAS NOT OCCUPIED BY THIS PARTY.  OLD DESCRIPTION IS ADEQUATE
 GY3201'EXCEPT THE DESCRIPTION TO REACH THE STATION.
 GY3201'
 GY3201'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119 AND STATE
 GY3201'HIGHWAY 160 IN CUMBERLAND, GO EAST ON HIGHWAY 119 FOR 15.7 MILES TO
 GY3201'A SHARP CURVE LEFT AND A GRAVEL ROAD RIGHT.  TURN RIGHT AND FOLLOW
 GY3201'GRAVEL ROAD FOR 5.5 MILES TO A SHARP CURVE LEFT AND A GRAVEL
 GY3201'ROAD RIGHT.  TURN RIGHT AND FOLLOW GRAVEL ROAD FOR 5.5 MILES TO A
 GY3201'DIRT ROAD LEFT.  TURN LEFT ON DIRT ROAD AND GO 0.4 MILE TO A FORK,
 GY3201'KEEP RIGHT FORK FOR 0.7 MILES TO A FORK, TAKE LEFT FORK, CROSS
 GY3201'BRIDGE, AND GO 0.6 MILE TO A FORK.  TURN LEFT, CROSS BRIDGE, AND GO
 GY3201'UP HILL FOR 0.6 MILE TO A FORK AND ANOTHER BRIDGE.  TURN RIGHT AND
 GY3201'GO 0.1 MILE TO AN OLD SAWMILL SITE.  TURN SHARP LEFT AROUND SAWMILL
 GY3201'AND CONTINUE ON TRACK ROAD UP HOLLOW FOR ABOUT 0.8 MILE TO END OF
 GY3201'TRUCK TRAVEL.  FROM HERE PACK UP TRAIL ALONG CREEK TO A SHACK BUILT
 GY3201'UNDER A CLIFF.  PICK UP TRAIL AT LEFT OF SHACK AND FOLLOW IT TO
 GY3201'TOP OF RIDGE AT THE UPPER SIDE OF A LARGE AREA OF SLOPING ROCK.  TURN
 GY3201'RIGHT AND FOLLOW ALONG TOP OF SHARP, ROCKY RIDGE EAST FOR ABOUT 1/2
 GY3201'MILE TO HIGHEST POINT OF RIDGE AND STATION SITE.  (45 MINUTE PACK.)
 GY3201
 GY3201                          STATION RECOVERY (1963)
 GY3201
 GY3201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GY3201'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GY3201'RECOVERED IN GOOD CONDITION.  A SEARCH WAS MADE FOR THE AZIMUTH MARK
 GY3201'AND IT WAS NOT RECOVERED.  A DISCREPANCY WAS FOUND IN THE DIRECTION
 GY3201'TO REFERENCE MARK NO. 1.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GY3201'
 GY3201'THE STATION IS LOCATED ON PINE MOUNTAIN, ABOUT 7.0 MILES WEST OF
 GY3201'POUND, VIRGINIA, 5.0 MILES SOUTHEAST OF WHITESBURG, KENTUCKY AND
 GY3201'2.6 MILE SOUTH OF MAYKING, KENTUCKY.
 GY3201'
 GY3201'TO REACH THE STATION FROM THE POST OFFICE IN POUND, VIRGINIA, GO
 GY3201'NORTH ON U.S. HIGHWAY 23 FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT,
 GY3201'TURN LEFT ON COUNTY ROAD T-671 AND GO 4.9 MILE TO A FORK, TAKE THE
 GY3201'RIGHT FORK AND CONTINUE WEST ON COUNTY ROAD T-671 FOR 0.9 MILE TO A
 GY3201'FORK, TAKE THE LEFT FORK AND CONTINUE WEST ON COUNTY ROAD T-671 FOR
 GY3201'4.2 MILES TO A T-ROAD, TURN RIGHT NORTHERLY, ON COUNTY ROAD T-671
 GY3201'AND GO 1.3 MILES TO A OLD SAWMILL ON THE LEFT AND A TRACK ROAD ON THE
 GY3201'RIGHT, TURN RIGHT AND GO 0.2 MILE TO A FORK, TAKE THE RIGHT FORK AND
 GY3201'GO 0.9 MILE TO A CREEK, CROSS CREEK AND GO 0.2 MILE TO A FORK, TAKE
 GY3201'THE RIGHT FORK, UPHILL, FOR 1.3 MILES TO A OLD MINE, CONTINUE AHEAD
 GY3201'ON THE TRACK ROAD FOR 0.1 MILE TO A DIM FORK, TAKE THE LEFT FORK ON
 GY3201'OLD LOGGING ROAD AND GO 0.9 MILE TO A DIM FORK AND A 20-INCH BLAZED
 GY3201'OAK TREE ON THE LEFT, TURN LEFT AND GO 0.25 MILE TO THE STATION
 GY3201'ON THE RIGHT AS DESCRIBED.
 GY3201'
 GY3201'STATION MARK IS 100 FEET EAST OF THE CENTER OF THE TRACK ROAD AND 5
 GY3201'FEET SOUTH OF THE NORTH EDGE OF ROCK OUTCROP.  THE MARK IS A
 GY3201'STANDARD DISK CEMENTED IN A DRILLHOLE IN OUTCROPPING BEDROCK AND IS
 GY3201'STAMPED MAYKING 1934.
 GY3201'
 GY3201'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILLHOLE IN
 GY3201'OUTCROPPING BEDROCK AND IS STAMPED MAYKING NO 1 1934.
 GY3201'
 GY3201'REFERENCE MARK NO. 2 IS 70 FEET EAST OF THE CENTER OF THE TRACK ROAD.
 GY3201'THE MARK IS A STANDARD DISK CEMENTED IN A DRILLHOLE IN
 GY3201'OUTCROPPING BEDROCK AND IS STAMPED MAYKING NO 2 1934.
 GY3201'
 GY3201'TRIANGULATION STATION BUTLER WILL SERVE AS THE AZIMUTH MARK.  SEE
 GY3201'DESCRIPTION THEREOF.
 GY3201'
 GY3201'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 GY3201
 GY3201                          STATION RECOVERY (1968)
 GY3201
 GY3201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GY3201'STATION DESTROYED- POST HAS BEEN BULLDOZED OUT.  REFERENCE MARKS OK.
 GY3201'
 GY3201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7.0 MI. W OF
 GY3201'POUND, VA., 5 MI S.E. OF WHITESBURG
 GY3201
 GY3201                          STATION RECOVERY (1978)
 GY3201
 GY3201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (AIM)
 GY3201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1874 ***********************************************************************
 GD1874  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1874  CBN         -  This is a Cooperative Base Network Control Station.
 GD1874  PACS        -  This is a Primary Airport Control Station.
 GD1874  DESIGNATION -  MAYPORT
 GD1874  PID         -  GD1874
 GD1874  STATE/COUNTY-  KY/GRAVES
 GD1874  USGS QUAD   -  WESTPLAINS (1993)
 GD1874
 GD1874                         *CURRENT SURVEY CONTROL
 GD1874  ___________________________________________________________________
 GD1874* NAD 83(1993)-  36 45 54.89935(N)    088 35 05.51958(W)     ADJUSTED  
 GD1874* NAVD 88     -       158.38   (meters)     519.6    (feet)  GPS OBS   
 GD1874  ___________________________________________________________________
 GD1874  X           -     126,339.300 (meters)                     COMP
 GD1874  Y           -  -5,114,172.564 (meters)                     COMP
 GD1874  Z           -   3,796,633.307 (meters)                     COMP
 GD1874  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 GD1874  ELLIP HEIGHT-         130.09  (meters)          (08/06/02) GPS OBS
 GD1874  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1874
 GD1874  HORZ ORDER  -  A
 GD1874  ELLP ORDER  -  SECOND    CLASS II
 GD1874
 GD1874.This mark is at Mayfield-Graves County Airport (M25)
 GD1874
 GD1874.The horizontal coordinates were established by GPS observations
 GD1874.and adjusted by the National Geodetic Survey in August 2002..
 GD1874
 GD1874.The orthometric height was determined by GPS observations and a
 GD1874.high-resolution geoid model.
 GD1874
 GD1874.GPS derived orthometric heights for airport stations designated as
 GD1874.PACS or SACS are published to 2 decimal places.  This maintains
 GD1874.centimeter relative accuracy between the PACS and SACS.  It does
 GD1874.not indicate centimeter accuracy relative to other marks which are
 GD1874.part of the NAVD 88 network.
 GD1874
 GD1874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1874
 GD1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1874
 GD1874.The ellipsoidal height was determined by GPS observations
 GD1874.and is referenced to NAD 83.
 GD1874
 GD1874.The geoid height was determined by GEOID03.
 GD1874
 GD1874;                    North         East     Units Scale Factor Converg.
 GD1874;SPC KY1Z     - 1,051,782.182 1,246,906.004   MT  1.00009128   -1 44 25.8
 GD1874;SPC KY1Z     - 3,450,722.04  4,090,890.78   sFT  1.00009128   -1 44 25.8
 GD1874;SPC KY S     -   551,728.542   246,929.587   MT  0.99999436   -1 43 09.3
 GD1874;SPC KY S     - 1,810,129.39    810,134.82   sFT  0.99999436   -1 43 09.3
 GD1874;UTM  16      - 4,070,002.420   358,547.322   MT  0.99984651   -0 56 55.5
 GD1874
 GD1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1874!SPC KY1Z     -   0.99997958  x   1.00009128  =   1.00007086
 GD1874!SPC KY S     -   0.99997958  x   0.99999436  =   0.99997394
 GD1874!UTM  16      -   0.99997958  x   0.99984651  =   0.99982610
 GD1874
 GD1874:                Primary Azimuth Mark                     Grid Az
 GD1874:SPC KY1Z     -  MAYPORT AZ MK                            006 16 05.5
 GD1874:SPC KY S     -  MAYPORT AZ MK                            006 14 49.0
 GD1874:UTM  16      -  MAYPORT AZ MK                            005 28 35.2
 GD1874
 GD1874|---------------------------------------------------------------------|
 GD1874| PID    Reference Object                     Distance      Geod. Az  |
 GD1874|                                                           dddmmss.s |
 GD1874| GD1875 MAYPORT AZ MK                       APPROX. 0.9 KM 0043139.7 |
 GD1874|---------------------------------------------------------------------|
 GD1874
 GD1874                          SUPERSEDED SURVEY CONTROL
 GD1874
 GD1874  NAD 83(1993)-  36 45 54.89881(N)    088 35 05.52003(W) AD(       ) B
 GD1874  ELLIP H (09/07/94)  130.11   (m)                       GP(       ) 4 1
 GD1874  NAD 83(1993)-  36 45 54.90992(N)    088 35 05.52401(W) AD(       ) 3
 GD1874  NAD 83(1986)-  36 45 54.91009(N)    088 35 05.52385(W) AD(       ) 3
 GD1874  NGVD 29 (05/21/91)  158.4    (m)          520.     (f) GPS OBS        
 GD1874
 GD1874.Superseded values are not recommended for survey control.
 GD1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1874.See file dsdata.txt to determine how the superseded data were derived.
 GD1874
 GD1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF5854770002(NAD 83)
 GD1874_MARKER: I = METAL ROD
 GD1874_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1874_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1874_STAMPING: MAYPORT
 GD1874_MARK LOGO: NGS   
 GD1874_PROJECTION: FLUSH
 GD1874_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1874+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 GD1874_ROD/PIPE-DEPTH: 4.30 meters
 GD1874_SLEEVE-DEPTH  : 0.90 meters
 GD1874
 GD1874  HISTORY     - Date     Condition        Report By
 GD1874  HISTORY     - 1989     MONUMENTED       NGS
 GD1874  HISTORY     - 19901224 GOOD             NGS
 GD1874  HISTORY     - 19910130 GOOD
 GD1874  HISTORY     - 19931214 GOOD             NGS
 GD1874  HISTORY     - 19940228 GOOD
 GD1874  HISTORY     - 19951120 GOOD             LOWE
 GD1874  HISTORY     - 19960723 GOOD             NGS
 GD1874  HISTORY     - 20010820 GOOD             KYDT
 GD1874  HISTORY     - 20010820 GOOD             KYDT
 GD1874  HISTORY     - 20020421 GOOD             EMCINC
 GD1874  HISTORY     - 20030106 GOOD             WOOLPT
 GD1874  HISTORY     - 20040622 GOOD             USACE
 GD1874
 GD1874                          STATION DESCRIPTION
 GD1874
 GD1874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GD1874'THE STATION IS ABOUT 5.6 KM (3.50 MI) NORTHEAST OF MAYFIELD AT THE
 GD1874'MAYFIELD-GRAVES COUNTY AIRPORT.  THE STATION IS NORTH OF THE RAMP FOR
 GD1874'RUNWAY 18 AND EAST OF THE RUNWAY IN THE GRASS.  OWNERSHIP--MAYFIELD
 GD1874'SKYWAYS, P.O. BOX 684, MAYFIELD, KY 42066, PHONE 502-247-6866.
 GD1874'AIRPORT MANAGER IS STAN HUNTER.
 GD1874'TO REACH THE STATION FROM THE COURTHOUSE IN MAYFIELD, DRIVE EASTERLY
 GD1874'FOR 5.59 KM (3.45 MI) ON STATE ROADS 58 AND 80 TO A PAVED ROAD LEFT.
 GD1874'TURN LEFT AND DRIVE NORTHWEST FOR 0.35 KM (0.20 MI) ON AIRPORT ROAD TO
 GD1874'A CHAIN LINK FENCE GATE AND AIRPORT OFFICE RIGHT.  PASS THROUGH THE
 GD1874'GATE, BEAR RIGHT AND DRIVE 0.20 KM (0.10 MI) ACROSS THE FUELING APRON
 GD1874'TO THE JUNCTION OF RAMP AND RUNWAY AND THE STATION RIGHT.
 GD1874'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GD1874'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 GD1874'PIPE SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP STAMPED---MAYPORT
 GD1874'1989---, SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.  LOCATED ON THE
 GD1874'EAST SIDE OF THE TAXIWAY 18 SIGN AT THE JUNCTION OF THE ENTRANCE RAMP
 GD1874'AND RUNWAY, 20.23 M (66.4 FT) EAST OF THE CENTERLINE OF THE RUNWAY,
 GD1874'18.2 M (59.7 FT) NORTH OF THE CENTERLINE OF THE TAXIWAY, 0.6 M
 GD1874'(2.0 FT) EAST OF THE EAST FACE OF THE TAXIWAY 18 SIGN AND 0.6 M
 GD1874'(2.0 FT) EAST OF A FIBERGLASS WITNESS POST.  NOTE--ACCESS TO DATUM
 GD1874'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GD1874'DESCRIBED BY M.J. WELLSLAGER.
 GD1874
 GD1874                          STATION RECOVERY (1990)
 GD1874
 GD1874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1874'RECOVERED IN GOOD CONDITION.
 GD1874
 GD1874                          STATION RECOVERY (1991)
 GD1874
 GD1874'RECOVERED 1991
 GD1874'RECOVERED IN GOOD CONDITION.
 GD1874
 GD1874                          STATION RECOVERY (1993)
 GD1874
 GD1874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GD1874'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTH SOUTHEAST OF
 GD1874'PADUCAH, 3.5 MI (5.6 KM) NORTHEAST OF MAYFIELD AT THE MAYFIELD/GRAVES
 GD1874'COUNTY AIRPORT, NORTH OF THE RAMP AND EAST OF THE RUNWAY ON THE
 GD1874'GRASS.  OWNERSHIP---STEVE SPRADLIN, P.O. BOX 684, MAYFIELD KY.  PHONE
 GD1874'(502)247-6866.
 GD1874'TO REACH THE STATION FROM THE COURTHOUSE IN MAYFIELD,  GO EASTERLY ON
 GD1874'STATE ROADS 58/80 FOR 3.5 MI (5.6 KM) TO A PAVED ROAD LEFT.  TURN
 GD1874'LEFT AND GO NORTHWEST ON AIRPORT ROAD FOR 0.2 MI (0.3 KM) TO A CHAIN
 GD1874'LINK FENCE GATE AND AIRPORT OFFICE RIGHT.  PASS THROUGH GATE AND BEAR
 GD1874'RIGHT FOR 0.2 MI (0.3 KM) ACROSS THE FUELING APRON TO THE JUCTION OF
 GD1874'THE RAMP AND RUNWAY AND THE STATION RIGHT.
 GD1874'THE STATION IS 75.5 FT (23.0 M) EAST OF THE RUNWAY CENTERLINE,  40.0
 GD1874'FT (12.2 M) NORTH OF THE RAMP AND 26.2 FT (8.0 M) SOUTHEAST OF BECON
 GD1874'LIGHT.
 GD1874
 GD1874                          STATION RECOVERY (1994)
 GD1874
 GD1874'RECOVERED 1994
 GD1874'RECOVERED IN GOOD CONDITION.
 GD1874
 GD1874                          STATION RECOVERY (1995)
 GD1874
 GD1874'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GD1874'RECOVERED AS DESCRIBED.  THIS STATION IS A PRIMARY AIRPORT CONTROL
 GD1874'STATION.
 GD1874
 GD1874                          STATION RECOVERY (1996)
 GD1874
 GD1874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 GD1874'RECOVERED AS DESCRIBED. THIS STATION IS A PRIMARY AIRPORT CONTROL
 GD1874'STATION.
 GD1874
 GD1874                          STATION RECOVERY (2001)
 GD1874
 GD1874'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001
 GD1874'RECOVERED IN GOOD CONDITION.
 GD1874
 GD1874                          STATION RECOVERY (2001)
 GD1874
 GD1874'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (JG)
 GD1874'RECOVERED IN GOOD CONDITION.
 GD1874
 GD1874                          STATION RECOVERY (2002)
 GD1874
 GD1874'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 GD1874'FOUND AS DESCRIBED.
 GD1874' 
 GD1874'
 GD1874
 GD1874                          STATION RECOVERY (2003)
 GD1874
 GD1874'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 GD1874'RECOVERED AS DESCIBED WITH THE FOLLOWING ADDITION.   PHONE NUMBER HAS
 GD1874'CHANGED, IT IS NOW 270-247-6878.
 GD1874
 GD1874                          STATION RECOVERY (2004)
 GD1874
 GD1874'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (JMH)
 GD1874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1875 ***********************************************************************
 GD1875  SACS        -  This is a Secondary Airport Control Station.
 GD1875  DESIGNATION -  MAYPORT AZ MK
 GD1875  PID         -  GD1875
 GD1875  STATE/COUNTY-  KY/GRAVES
 GD1875  USGS QUAD   -  WESTPLAINS (1993)
 GD1875
 GD1875                         *CURRENT SURVEY CONTROL
 GD1875  ___________________________________________________________________
 GD1875* NAD 83(1993)-  36 46 24.30158(N)    088 35 02.62539(W)     ADJUSTED  
 GD1875* NAVD 88     -       156.86   (meters)     514.6    (feet)  GPS OBS   
 GD1875  ___________________________________________________________________
 GD1875  X           -     126,397.622 (meters)                     COMP
 GD1875  Y           -  -5,113,627.199 (meters)                     COMP
 GD1875  Z           -   3,797,358.452 (meters)                     COMP
 GD1875  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 GD1875  ELLIP HEIGHT-         128.58  (meters)          (01/09/97) GPS OBS
 GD1875  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD1875
 GD1875  HORZ ORDER  -  FIRST
 GD1875  ELLP ORDER  -  FOURTH    CLASS I
 GD1875
 GD1875.This mark is at Mayfield-Graves County Airport (M25)
 GD1875
 GD1875.The horizontal coordinates were established by GPS observations
 GD1875.and adjusted by the National Geodetic Survey in January 1997..
 GD1875
 GD1875.The orthometric height was determined by GPS observations and a
 GD1875.high-resolution geoid model.
 GD1875
 GD1875.GPS derived orthometric heights for airport stations designated as
 GD1875.PACS or SACS are published to 2 decimal places.  This maintains
 GD1875.centimeter relative accuracy between the PACS and SACS.  It does
 GD1875.not indicate centimeter accuracy relative to other marks which are
 GD1875.part of the NAVD 88 network.
 GD1875
 GD1875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1875
 GD1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1875
 GD1875.The ellipsoidal height was determined by GPS observations
 GD1875.and is referenced to NAD 83.
 GD1875
 GD1875.The geoid height was determined by GEOID03.
 GD1875
 GD1875;                    North         East     Units Scale Factor Converg.
 GD1875;SPC KY1Z     - 1,052,686.016 1,247,005.280   MT  1.00008856   -1 44 24.0
 GD1875;SPC KY1Z     - 3,453,687.37  4,091,216.49   sFT  1.00008856   -1 44 24.0
 GD1875;SPC KY S     -   552,632.326   247,028.518   MT  0.99999297   -1 43 07.5
 GD1875;SPC KY S     - 1,813,094.56    810,459.40   sFT  0.99999297   -1 43 07.5
 GD1875;UTM  16      - 4,070,907.319   358,634.079   MT  0.99984620   -0 56 54.5
 GD1875
 GD1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1875!SPC KY1Z     -   0.99997982  x   1.00008856  =   1.00006838
 GD1875!SPC KY S     -   0.99997982  x   0.99999297  =   0.99997279
 GD1875!UTM  16      -   0.99997982  x   0.99984620  =   0.99982602
 GD1875
 GD1875:                Primary Azimuth Mark                     Grid Az
 GD1875:SPC KY1Z     -  MAYPORT                                  186 16 05.4
 GD1875:SPC KY S     -  MAYPORT                                  186 14 48.9
 GD1875:UTM  16      -  MAYPORT                                  185 28 35.9
 GD1875
 GD1875|---------------------------------------------------------------------|
 GD1875| PID    Reference Object                     Distance      Geod. Az  |
 GD1875|                                                           dddmmss.s |
 GD1875| GD1874 MAYPORT                             APPROX. 0.9 KM 1843141.4 |
 GD1875|---------------------------------------------------------------------|
 GD1875
 GD1875                          SUPERSEDED SURVEY CONTROL
 GD1875
 GD1875  NAD 83(1993)-  36 46 24.30171(N)    088 35 02.62561(W) AD(       ) 3
 GD1875  NAD 83(1993)-  36 46 24.31261(N)    088 35 02.62970(W) AD(       ) 3
 GD1875  NAD 83(1986)-  36 46 24.31299(N)    088 35 02.62937(W) AD(       ) 3
 GD1875  NGVD 29 (11/06/89)  156.9    (m)          515.     (f) GPS OBS        
 GD1875
 GD1875.Superseded values are not recommended for survey control.
 GD1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1875.See file dsdata.txt to determine how the superseded data were derived.
 GD1875
 GD1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF5863470907(NAD 83)
 GD1875_MARKER: I = METAL ROD
 GD1875_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1875_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1875_STAMPING: MAYPORT AZ MK 1989
 GD1875_MARK LOGO: NGS   
 GD1875_PROJECTION: FLUSH
 GD1875_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1875+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 GD1875_ROD/PIPE-DEPTH: 3.70 meters
 GD1875_SLEEVE-DEPTH  : 0.9 meters
 GD1875
 GD1875  HISTORY     - Date     Condition        Report By
 GD1875  HISTORY     - 1989     MONUMENTED       NGS
 GD1875  HISTORY     - 19951120 GOOD             LOWE
 GD1875  HISTORY     - 19960725 GOOD             NGS
 GD1875
 GD1875                          STATION DESCRIPTION
 GD1875
 GD1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GD1875'THE STATION IS ABOUT 5.6 KM (3.50 MI) NORTHEAST OF MAYFIELD AND AT THE
 GD1875'MAYFIELD-GRAVES COUNTY AIRPORT.  THE STATION IS ON THE EASTERN SIDE OF
 GD1875'RUNWAY 36 NEAR THE END OF THE RUNWAY.  OWNERSHIP--MAYFIELD SKYWAYS,
 GD1875'P.O. BOX 684, MAYFIELD, KY 42066, PHONE 502-247-6866.  AIRPORT MANAGER
 GD1875'IS STAN HUNTER.
 GD1875'TO REACH THE STATION FROM THE COURTHOUSE IN MAYFIELD, DRIVE EASTERLY
 GD1875'FOR 5.59 KM (3.45 MI) ON STATE ROADS 58 AND 80 TO A PAVED ROAD LEFT,
 GD1875'TURN LEFT AND DRIVE NORTHWEST FOR 0.35 KM (0.20 MI) ON AIRPORT ROAD TO
 GD1875'A CHAIN LINK FENCE GATE AND AIRPORT OFFICE RIGHT.  PASS THROUGH THE
 GD1875'GATE, BEAR RIGHT AND DRIVE 0.20 KM (0.10 MI) ACROSS THE FUELING APRON
 GD1875'TO THE JUNCTION OF RAMP AND RUNWAY.  TURN RIGHT AND DRIVE NORTH ALONG
 GD1875'RUNWAY FOR 0.92 KM (0.55 MI) TO THE FIRST SET OF VASI LIGHTS AND THE
 GD1875'STATION RIGHT.
 GD1875'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 GD1875'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 GD1875'PIPE SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP STAMPED---MAYPORT
 GD1875'AZ MK 1989---, SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.  LOCATED
 GD1875'21.2 M (69.6 FT) EAST OF THE CENTERLINE OF RUNWAY 18, 8.3 M (27.2 FT)
 GD1875'WEST OF THE FIRST SET OF VASI LIGHTS AND 6.1 M (20.0 FT) SOUTHEAST OF
 GD1875'THE FOURTH RUNWAY LIGHT OF RUNWAY 18.  NOTE--ACCESS TO DATUM POINT IS
 GD1875'HAD THROUGH A 5-INCH LOGO CAP.
 GD1875'DESCRIBED BY M.J. WELLSLAGER.
 GD1875
 GD1875                          STATION RECOVERY (1995)
 GD1875
 GD1875'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 GD1875'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 GD1875'STATION.
 GD1875
 GD1875                          STATION RECOVERY (1996)
 GD1875
 GD1875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 GD1875'RECOVERED AS DESCRIBED. THIS STATION IS A SECONDARY AIRPORT CONTROL
 GD1875'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2486 ***********************************************************************
 HY2486  DESIGNATION -  MAYSVILLE 1954
 HY2486  PID         -  HY2486
 HY2486  STATE/COUNTY-  KY/MASON
 HY2486  USGS QUAD   -  MAYSVILLE WEST (1993)
 HY2486
 HY2486                         *CURRENT SURVEY CONTROL
 HY2486  ___________________________________________________________________
 HY2486* NAD 83(1993)-  38 38 49.11791(N)    083 45 41.88414(W)     ADJUSTED  
 HY2486* NAVD 88     -       156.     (meters)     512.     (feet)  SCALED    
 HY2486  ___________________________________________________________________
 HY2486  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 HY2486  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HY2486
 HY2486  HORZ ORDER  -  THIRD
 HY2486
 HY2486.The horizontal coordinates were established by classical geodetic methods
 HY2486.and adjusted by the National Geodetic Survey in April 1998..
 HY2486
 HY2486.The orthometric height was scaled from a topographic map.
 HY2486
 HY2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2486
 HY2486.The geoid height was determined by GEOID03.
 HY2486
 HY2486;                    North         East     Units Scale Factor Converg.
 HY2486;SPC KY1Z     - 1,258,626.797 1,673,083.676   MT  0.99999531   +1 13 14.8
 HY2486;SPC KY1Z     - 4,129,344.75  5,489,108.69   sFT  0.99999531   +1 13 14.8
 HY2486;SPC KY N     -   127,425.008   542,513.161   MT  0.99996698   +0 18 13.7
 HY2486;SPC KY N     -   418,060.21  1,779,895.26   sFT  0.99996698   +0 18 13.7
 HY2486;SPC OH S     -    72,591.410   490,169.727   MT  1.00001810   -0 48 01.9
 HY2486;UTM  17      - 4,281,221.319   259,660.812   MT  1.00031138   -1 43 31.9
 HY2486
 HY2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2486!SPC KY1Z     -   0.99998077  x   0.99999531  =   0.99997608
 HY2486!SPC KY N     -   0.99998077  x   0.99996698  =   0.99994776
 HY2486!SPC OH S     -   0.99998077  x   1.00001810  =   0.99999887
 HY2486!UTM  17      -   0.99998077  x   1.00031138  =   1.00029215
 HY2486
 HY2486:                Primary Azimuth Mark                     Grid Az
 HY2486:SPC KY1Z     -  MAYSVILLE AZ MK                          024 29 02.4
 HY2486:SPC KY N     -  MAYSVILLE AZ MK                          025 24 03.5
 HY2486:SPC OH S     -  MAYSVILLE AZ MK                          026 30 19.1
 HY2486:UTM  17      -  MAYSVILLE AZ MK                          027 25 49.1
 HY2486
 HY2486|---------------------------------------------------------------------|
 HY2486| PID    Reference Object                     Distance      Geod. Az  |
 HY2486|                                                           dddmmss.s |
 HY2486| HY2488 MAYSVILLE AZ MK                     APPROX. 0.7 KM 0254217.2 |
 HY2486| HY2487 NO 87 USE 1953                      108.612 METERS 14841     |
 HY2486| HY2489 NO 86 USE 1953                       97.324 METERS 26733     |
 HY2486|---------------------------------------------------------------------|
 HY2486
 HY2486                          SUPERSEDED SURVEY CONTROL
 HY2486
 HY2486  NAD 83(1993)-  38 38 49.11843(N)    083 45 41.88363(W) AD(       ) 3
 HY2486  NAD 83(1986)-  38 38 49.12455(N)    083 45 41.89109(W) AD(       ) 3
 HY2486  NAD 27      -  38 38 48.85800(N)    083 45 42.17500(W) AD(       ) 3
 HY2486
 HY2486.Superseded values are not recommended for survey control.
 HY2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2486.See file dsdata.txt to determine how the superseded data were derived.
 HY2486
 HY2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5966181221(NAD 83)
 HY2486_MARKER: DS = TRIANGULATION STATION DISK
 HY2486_SETTING: 0 = UNSPECIFIED SETTING
 HY2486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2486
 HY2486  HISTORY     - Date     Condition        Report By
 HY2486  HISTORY     - 1954     MONUMENTED       CGS
 HY2486  HISTORY     - 1959     GOOD             THOMAS
 HY2486
 HY2486                          STATION DESCRIPTION
 HY2486
 HY2486'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2486'STATION IS LOCATED ON THE MAYSVILLE ABERDEEN BRIDGE ACROSS THE OHIO
 HY2486'RIVER AT MAYSVILLE.  IT IS ON TOP OF A PART OF THE SOUTHWEST PIER
 HY2486'WHICH EXTENDS ABOUT 16 FEET ABOVE BRIDGE ROAD LEVEL, 14.4 FEET
 HY2486'SOUTHEAST OF THE NORTHWEST CORNER OF THE SOUTHWEST PIER AND 11.7 FEET
 HY2486'NORTHEAST OF THE SOUTHWEST CORNER.  THE DISK IS FLUSH IN A DRILL
 HY2486'HOLE AND IS STAMPED MAYSVILLE 1953.
 HY2486'
 HY2486'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HY2486
 HY2486                          STATION RECOVERY (1959)
 HY2486
 HY2486'RECOVERY NOTE BY THOMAS ENG AND SURV 1959 (ELJ)
 HY2486'STATION AND AZIMUTH MARKS FOUND UNDISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2488 ***********************************************************************
 HY2488  DESIGNATION -  MAYSVILLE AZ MK
 HY2488  PID         -  HY2488
 HY2488  STATE/COUNTY-  KY/MASON
 HY2488  USGS QUAD   -  MAYSVILLE WEST (1993)
 HY2488
 HY2488                         *CURRENT SURVEY CONTROL
 HY2488  ___________________________________________________________________
 HY2488* NAD 83(1993)-  38 39 09.16956(N)    083 45 29.57495(W)     ADJUSTED  
 HY2488* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 HY2488  ___________________________________________________________________
 HY2488  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 HY2488  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HY2488
 HY2488  HORZ ORDER  -  THIRD
 HY2488
 HY2488.The horizontal coordinates were established by classical geodetic methods
 HY2488.and adjusted by the National Geodetic Survey in April 1998..
 HY2488
 HY2488.The orthometric height was scaled from a topographic map.
 HY2488
 HY2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2488
 HY2488.The geoid height was determined by GEOID03.
 HY2488
 HY2488;                    North         East     Units Scale Factor Converg.
 HY2488;SPC KY1Z     - 1,259,251.309 1,673,368.072   MT  0.99999663   +1 13 22.4
 HY2488;SPC KY1Z     - 4,131,393.67  5,490,041.75   sFT  0.99999663   +1 13 22.4
 HY2488;SPC KY N     -   128,044.871   542,807.507   MT  0.99996729   +0 18 21.3
 HY2488;SPC KY N     -   420,093.88  1,780,860.96   sFT  0.99996729   +0 18 21.3
 HY2488;SPC OH S     -    73,205.516   490,475.979   MT  1.00001686   -0 47 54.1
 HY2488;UTM  17      - 4,281,830.579   259,977.033   MT  1.00030951   -1 43 24.9
 HY2488
 HY2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2488!SPC KY1Z     -   0.99998124  x   0.99999663  =   0.99997787
 HY2488!SPC KY N     -   0.99998124  x   0.99996729  =   0.99994854
 HY2488!SPC OH S     -   0.99998124  x   1.00001686  =   0.99999810
 HY2488!UTM  17      -   0.99998124  x   1.00030951  =   1.00029075
 HY2488
 HY2488:                Primary Azimuth Mark                     Grid Az
 HY2488:SPC KY1Z     -  MAYSVILLE REYNOLDS TOBACCO TK            149 48 29.7
 HY2488:SPC KY N     -  MAYSVILLE REYNOLDS TOBACCO TK            150 43 30.8
 HY2488:SPC OH S     -  MAYSVILLE REYNOLDS TOBACCO TK            151 49 46.2
 HY2488:UTM  17      -  MAYSVILLE REYNOLDS TOBACCO TK            152 45 17.0
 HY2488
 HY2488|---------------------------------------------------------------------|
 HY2488| PID    Reference Object                     Distance      Geod. Az  |
 HY2488|                                                           dddmmss.s |
 HY2488| HY2484 MAYSVILLE REYNOLDS TOBACCO TK       APPROX. 1.6 KM 1510152.1 |
 HY2488| HY2485 MAYSVILLE RADIO STA WFTM MAST       APPROX. 1.5 KM 1533210.5 |
 HY2488| HY2486 MAYSVILLE 1954                      APPROX. 0.7 KM 2054224.9 |
 HY2488| HY2494 MAYSVILLE FIRST PRESB CH SPIRE      APPROX. 0.9 KM 2301207.5 |
 HY2488|---------------------------------------------------------------------|
 HY2488
 HY2488                          SUPERSEDED SURVEY CONTROL
 HY2488
 HY2488  NAD 83(1993)-  38 39 09.17005(N)    083 45 29.57439(W) AD(       ) 3
 HY2488  NAD 83(1986)-  38 39 09.17614(N)    083 45 29.58175(W) AD(       ) 3
 HY2488  NAD 27      -  38 39 08.91000(N)    083 45 29.86600(W) AD(       ) 3
 HY2488
 HY2488.Superseded values are not recommended for survey control.
 HY2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2488.See file dsdata.txt to determine how the superseded data were derived.
 HY2488
 HY2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5997781831(NAD 83)
 HY2488_MARKER: DZ = AZIMUTH MARK DISK
 HY2488_SETTING: 0 = UNSPECIFIED SETTING
 HY2488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2488
 HY2488  HISTORY     - Date     Condition        Report By
 HY2488  HISTORY     - 1954     MONUMENTED       CGS
 HY2488
 HY2488                          STATION DESCRIPTION
 HY2488
 HY2488'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2488'STATION IS LOCATED ON THE TOP OF THE MAYSVILLE ABERDEEN BRIDGE ACROSS
 HY2488'THE OHIO RIVER AT MAYSVILLE.  IT IS ON TOP OF A PART OF THE
 HY2488'NORTHWEST PIER WHICH EXTENDS ABOUT 16 FEET ABOVE BRIDGE ROAD LEVEL,
 HY2488'15.1 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE NORTHWEST PIER
 HY2488'AND 8.1 FEET NORTHEAST OF THE SOUTHWEST CORNER.  THE DISK IS FLUSH
 HY2488'IN A DRILL HOLE AND IS STAMPED MAYSVILLE 1953.
 HY2488'
 HY2488'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2494 ***********************************************************************
 HY2494  DESIGNATION -  MAYSVILLE FIRST PRESB CH SPIRE
 HY2494  PID         -  HY2494
 HY2494  STATE/COUNTY-  KY/MASON
 HY2494  USGS QUAD   -  MAYSVILLE WEST (1993)
 HY2494
 HY2494                         *CURRENT SURVEY CONTROL
 HY2494  ___________________________________________________________________
 HY2494* NAD 83(1993)-  38 38 50.53939(N)    083 45 58.08898(W)     ADJUSTED  
 HY2494* NAVD 88     -                                                        
 HY2494  ___________________________________________________________________
 HY2494  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 HY2494  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HY2494
 HY2494  HORZ ORDER  -  THIRD
 HY2494
 HY2494.The horizontal coordinates were established by classical geodetic methods
 HY2494.and adjusted by the National Geodetic Survey in April 1998..
 HY2494
 HY2494
 HY2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2494
 HY2494.The geoid height was determined by GEOID03.
 HY2494
 HY2494;                    North         East     Units Scale Factor Converg.
 HY2494;SPC KY1Z     - 1,258,662.280 1,672,690.970   MT  0.99999541   +1 13 04.9
 HY2494;SPC KY1Z     - 4,129,461.16  5,487,820.29   sFT  0.99999541   +1 13 04.9
 HY2494;SPC KY N     -   127,466.770   542,121.084   MT  0.99996700   +0 18 03.6
 HY2494;SPC KY N     -   418,197.23  1,778,608.92   sFT  0.99996700   +0 18 03.6
 HY2494;SPC OH S     -    72,640.724   489,778.507   MT  1.00001801   -0 48 12.2
 HY2494;UTM  17      - 4,281,276.958   259,270.325   MT  1.00031369   -1 43 42.1
 HY2494
 HY2494                          SUPERSEDED SURVEY CONTROL
 HY2494
 HY2494  NAD 83(1993)-  38 38 50.53996(N)    083 45 58.08841(W) AD(       ) 4
 HY2494  NAD 83(1986)-  38 38 50.54618(N)    083 45 58.09575(W) AD(       ) 4
 HY2494  NAD 27      -  38 38 50.28000(N)    083 45 58.37900(W) AD(       ) 3
 HY2494
 HY2494.Superseded values are not recommended for survey control.
 HY2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2494.See file dsdata.txt to determine how the superseded data were derived.
 HY2494
 HY2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5927081277(NAD 83)
 HY2494_MARKER: 90 = CHURCH SPIRE
 HY2494
 HY2494  HISTORY     - Date     Condition        Report By
 HY2494  HISTORY     - 1954     FIRST OBSERVED   CGS
 HY2494
 HY2494                          STATION DESCRIPTION
 HY2494
 HY2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2494'STATION IS THE CENTER OF THE TOP OF THE SPIRE LOCATED ON THE WEST END
 HY2494'OF THE FIRST PRESBYTERIAN CHURCH LOCATED IN THE CENTRAL SECTION OF
 HY2494'MAYSVILLE IN THE SOUTHEAST ANGLE OF W THIRD STREET AND COURT STREET.
 HY2494'THE SPIRE IS ABOUT 90 FEET HIGH AND IS COVERED WITH WHITE SLATE
 HY2494'SHINGLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH4416 ***********************************************************************
 DH4416  DESIGNATION -  MAYSVILLE LEWIS AND CLARK MONUMENT
 DH4416  PID         -  DH4416
 DH4416  STATE/COUNTY-  KY/MASON
 DH4416  USGS QUAD   -  MAYSVILLE WEST (1993)
 DH4416
 DH4416                         *CURRENT SURVEY CONTROL
 DH4416  ___________________________________________________________________
 DH4416* NAD 83(1993)-  38 38 51.72864(N)    083 45 44.07987(W)     ADJUSTED  
 DH4416* NAVD 88     -       154.3    (meters)     506.     (feet)  GPS OBS   
 DH4416  ___________________________________________________________________
 DH4416  X           -     541,961.880 (meters)                     COMP
 DH4416  Y           -  -4,958,409.907 (meters)                     COMP
 DH4416  Z           -   3,961,923.540 (meters)                     COMP
 DH4416  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 DH4416  ELLIP HEIGHT-         121.10  (meters)          (06/30/05) GPS OBS
 DH4416  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DH4416
 DH4416  HORZ ORDER  -  B
 DH4416  ELLP ORDER  -  THIRD     CLASS I
 DH4416
 DH4416.The horizontal coordinates were established by GPS observations
 DH4416.and adjusted by the National Geodetic Survey in June 2005..
 DH4416
 DH4416.The orthometric height was determined by GPS observations and a
 DH4416.high-resolution geoid model.
 DH4416
 DH4416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4416
 DH4416.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4416
 DH4416.The ellipsoidal height was determined by GPS observations
 DH4416.and is referenced to NAD 83.
 DH4416
 DH4416.The geoid height was determined by GEOID03.
 DH4416
 DH4416;                    North         East     Units Scale Factor Converg.
 DH4416;SPC KY1Z     - 1,258,706.151 1,673,028.877   MT  0.99999548   +1 13 13.5
 DH4416;SPC KY1Z     - 4,129,605.10  5,488,928.91   sFT  0.99999548   +1 13 13.5
 DH4416;SPC KY N     -   127,505.227   542,459.640   MT  0.99996702   +0 18 12.3
 DH4416;SPC KY N     -   418,323.40  1,779,719.67   sFT  0.99996702   +0 18 12.3
 DH4416;UTM  17      - 4,281,303.411   259,610.148   MT  1.00031168   -1 43 33.3
 DH4416
 DH4416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4416!SPC KY1Z     -   0.99998100  x   0.99999548  =   0.99997648
 DH4416!SPC KY N     -   0.99998100  x   0.99996702  =   0.99994802
 DH4416!UTM  17      -   0.99998100  x   1.00031168  =   1.00029267
 DH4416
 DH4416                          SUPERSEDED SURVEY CONTROL
 DH4416
 DH4416.No superseded survey control is available for this station.
 DH4416
 DH4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5961081303(NAD 83)
 DH4416_MARKER: DD = SURVEY DISK
 DH4416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4416_STAMPING: MAYSVILLE LEWIS AND CLARK
 DH4416_MARK LOGO: NGS   
 DH4416_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH4416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4416+STABILITY: SURFACE MOTION
 DH4416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4416+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH4416
 DH4416  HISTORY     - Date     Condition        Report By
 DH4416  HISTORY     - 2005     MONUMENTED       NGS
 DH4416
 DH4416                          STATION DESCRIPTION
 DH4416
 DH4416'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (WSL)
 DH4416'GENERAL STATION LOCATION- THE STATION IS LOCATED ABOUT 6 METERS SOUTH
 DH4416'OF THE OHIO RIVER LEVY, ON THE LAND SIDE, IN DOWNTOWN MAYSVILLE,
 DH4416'KENTUCKY.  IT IS LOCATED FLUSH WITH THE GROUND IN A BRICK SIDEWALK
 DH4416'AREA CALLED LIMESTONE LANDING.  IT IS JUST IN FRONT OF A LARGE MURAL
 DH4416'OF BUFFALO HUNTING, PAINTED ON THE LEVY.
 DH4416' 
 DH4416'OWNERSHIP- THE STATION IS ON THE PROPERTY THE CITY OF MAYSVILLE.
 DH4416' 
 DH4416'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 DH4416'ROUTE 8 AND 62, JUST SOUTH OF THE SIMON KENTON BRIDGE, PROCEED 0.16
 DH4416'MILE WEST ON ROUTE 8.  MAKE A RIGHT (NORTHERLY) TURN ONTO CHERRY ALY.
 DH4416'PROCEED NORTH ONE BLOCK UNTIL YOU REACH THE INTERSECTION WITH EAST
 DH4416'MCDONALD PARKWAY.  THE DISK IS LOCATED TO THE NORTH-WEST OF THAT
 DH4416'INTERSECTION.
 DH4416' 
 DH4416'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS A BRASS DISK SET
 DH4416'IN CONCRETE IN THE SIDEWALK AREA OF LIMESTONE LANDING PARK.  IT IS 6
 DH4416'METERS SOUTH OF THE LEVY, AND 63 METERS EAST OF THE FRENCH QUARTER
 DH4416'INN.
 DH4416' 
 DH4416'DESCRIBED BY- SCOTT LANGBEIN, PHONE- (606) 564-5028,
 DH4416'SLANGBEINCARLSONSW.COM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2485 ***********************************************************************
 HY2485  DESIGNATION -  MAYSVILLE RADIO STA WFTM MAST
 HY2485  PID         -  HY2485
 HY2485  STATE/COUNTY-  KY/MASON
 HY2485  USGS QUAD   -  MAYSVILLE WEST (1993)
 HY2485
 HY2485                         *CURRENT SURVEY CONTROL
 HY2485  ___________________________________________________________________
 HY2485* NAD 83(1993)-  38 38 26.24112(N)    083 45 02.32861(W)     ADJUSTED  
 HY2485* NAVD 88     -                                                        
 HY2485  ___________________________________________________________________
 HY2485  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 HY2485  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HY2485
 HY2485  HORZ ORDER  -  THIRD
 HY2485
 HY2485.The horizontal coordinates were established by classical geodetic methods
 HY2485.and adjusted by the National Geodetic Survey in April 1998..
 HY2485
 HY2485
 HY2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2485
 HY2485.The geoid height was determined by GEOID03.
 HY2485
 HY2485;                    North         East     Units Scale Factor Converg.
 HY2485;SPC KY1Z     - 1,257,941.975 1,674,055.097   MT  0.99999383   +1 13 39.1
 HY2485;SPC KY1Z     - 4,127,097.96  5,492,295.76   sFT  0.99999383   +1 13 39.1
 HY2485;SPC KY N     -   126,724.747   543,473.472   MT  0.99996664   +0 18 38.3
 HY2485;SPC KY N     -   415,762.77  1,783,045.88   sFT  0.99996664   +0 18 38.3
 HY2485;SPC OH S     -    71,872.736   491,116.413   MT  1.00001952   -0 47 36.8
 HY2485;UTM  17      - 4,280,487.244   260,596.045   MT  1.00030585   -1 43 06.3
 HY2485
 HY2485                          SUPERSEDED SURVEY CONTROL
 HY2485
 HY2485  NAD 83(1993)-  38 38 26.24164(N)    083 45 02.32818(W) AD(       ) 4
 HY2485  NAD 83(1986)-  38 38 26.24778(N)    083 45 02.33584(W) AD(       ) 4
 HY2485  NAD 27      -  38 38 25.98100(N)    083 45 02.62100(W) AD(       ) 3
 HY2485
 HY2485.Superseded values are not recommended for survey control.
 HY2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2485.See file dsdata.txt to determine how the superseded data were derived.
 HY2485
 HY2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6059680487(NAD 83)
 HY2485_MARKER: 42 = RADIO/TV MAST
 HY2485
 HY2485  HISTORY     - Date     Condition        Report By
 HY2485  HISTORY     - 1954     FIRST OBSERVED   CGS
 HY2485
 HY2485                          STATION DESCRIPTION
 HY2485
 HY2485'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2485'STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED IN THE BACK OF
 HY2485'THE STANDARD TOBACCO CO. WAREHOUSE AT 626 FOREST AVENUE.  IT IS A
 HY2485'UNIFORM STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF RED AND
 HY2485'WHITE AND IS 199 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2484 ***********************************************************************
 HY2484  DESIGNATION -  MAYSVILLE REYNOLDS TOBACCO TK
 HY2484  PID         -  HY2484
 HY2484  STATE/COUNTY-  KY/MASON
 HY2484  USGS QUAD   -  MAYSVILLE EAST (1992)
 HY2484
 HY2484                         *CURRENT SURVEY CONTROL
 HY2484  ___________________________________________________________________
 HY2484* NAD 83(1993)-  38 38 24.50464(N)    083 44 58.04878(W)     ADJUSTED  
 HY2484* NAVD 88     -                                                        
 HY2484  ___________________________________________________________________
 HY2484  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 HY2484  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HY2484
 HY2484  HORZ ORDER  -  THIRD
 HY2484
 HY2484.The horizontal coordinates were established by classical geodetic methods
 HY2484.and adjusted by the National Geodetic Survey in April 1998..
 HY2484
 HY2484
 HY2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2484
 HY2484.The geoid height was determined by GEOID03.
 HY2484
 HY2484;                    North         East     Units Scale Factor Converg.
 HY2484;SPC KY1Z     - 1,257,890.660 1,674,159.725   MT  0.99999371   +1 13 41.7
 HY2484;SPC KY1Z     - 4,126,929.61  5,492,639.03   sFT  0.99999371   +1 13 41.7
 HY2484;SPC KY N     -   126,671.766   543,577.262   MT  0.99996662   +0 18 40.9
 HY2484;SPC KY N     -   415,588.95  1,783,386.40   sFT  0.99996662   +0 18 40.9
 HY2484;SPC OH S     -    71,817.761   491,219.169   MT  1.00001963   -0 47 34.1
 HY2484;UTM  17      - 4,280,430.602   260,697.929   MT  1.00030525   -1 43 03.5
 HY2484
 HY2484                          SUPERSEDED SURVEY CONTROL
 HY2484
 HY2484  NAD 83(1993)-  38 38 24.50515(N)    083 44 58.04835(W) AD(       ) 4
 HY2484  NAD 83(1986)-  38 38 24.51127(N)    083 44 58.05601(W) AD(       ) 4
 HY2484  NAD 27      -  38 38 24.24500(N)    083 44 58.34200(W) AD(       ) 3
 HY2484
 HY2484.Superseded values are not recommended for survey control.
 HY2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2484.See file dsdata.txt to determine how the superseded data were derived.
 HY2484
 HY2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6069880431(NAD 83)
 HY2484_MARKER: 53 = ELEVATED TANK
 HY2484
 HY2484  HISTORY     - Date     Condition        Report By
 HY2484  HISTORY     - 1953     FIRST OBSERVED   CGS
 HY2484
 HY2484                          STATION DESCRIPTION
 HY2484
 HY2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2484'STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE R.J.
 HY2484'REYNOLDS TOBACCO CO. LOCATED AT THE REAR OF THE TOBACCO WAREHOUSE AT
 HY2484'THE INTERSECTION OF UNION STREET AND FOREST AVENUE IN THE EAST
 HY2484'SECTION OF MAYSVILLE.  IT IS A STEEL TANK ATOP A FOUR LEGGED STEEL
 HY2484'STRUCTURE, IS ABOUT 160 FEET IN HEIGHT OVERALL AND IS PAINTED RED
 HY2484'WITH THE INSCRIPTION CAMELS THE CHOICE OF EXPERIENCE PAINTED IN
 HY2484'WHITE LETTERS ON THE NORTHEAST AND SOUTHEAST SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3326 ***********************************************************************
 GY3326  DESIGNATION -  MC CAUSEY LOOKOUT TOWER
 GY3326  PID         -  GY3326
 GY3326  STATE/COUNTY-  KY/MENIFEE
 GY3326  USGS QUAD   -  SCRANTON (1979)
 GY3326
 GY3326                         *CURRENT SURVEY CONTROL
 GY3326  ___________________________________________________________________
 GY3326* NAD 83(1993)-  37 56 07.90875(N)    083 36 48.36242(W)     ADJUSTED  
 GY3326* NAVD 88     -                                                        
 GY3326  ___________________________________________________________________
 GY3326  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GY3326  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GY3326
 GY3326  HORZ ORDER  -  THIRD
 GY3326
 GY3326.The horizontal coordinates were established by classical geodetic methods
 GY3326.and adjusted by the National Geodetic Survey in December 1995..
 GY3326
 GY3326
 GY3326.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3326
 GY3326.The geoid height was determined by GEOID03.
 GY3326
 GY3326;                    North         East     Units Scale Factor Converg.
 GY3326;SPC KY1Z     - 1,179,965.497 1,687,789.855   MT  0.99990547   +1 18 42.4
 GY3326;SPC KY1Z     - 3,871,270.13  5,537,357.22   sFT  0.99990547   +1 18 42.4
 GY3326;SPC KY N     -    48,535.760   555,959.896   MT  1.00000486   +0 23 45.6
 GY3326;SPC KY N     -   159,237.74  1,824,011.76   sFT  1.00000486   +0 23 45.6
 GY3326;SPC KY S     -   679,932.958   687,808.082   MT  1.00000040   +1 17 44.7
 GY3326;SPC KY S     - 2,230,746.71  2,256,583.68   sFT  1.00000040   +1 17 44.7
 GY3326;UTM  17      - 4,201,883.477   270,327.121   MT  1.00024974   -1 36 26.5
 GY3326
 GY3326                          SUPERSEDED SURVEY CONTROL
 GY3326
 GY3326  NAD 83(1986)-  37 56 07.91481(N)    083 36 48.36897(W) AD(       ) 4
 GY3326  NAD 27      -  37 56 07.61600(N)    083 36 48.69100(W) AD(       ) 3
 GY3326
 GY3326.Superseded values are not recommended for survey control.
 GY3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3326.See file dsdata.txt to determine how the superseded data were derived.
 GY3326
 GY3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC7032701883(NAD 83)
 GY3326_MARKER: 57 = LOOKOUT TOWER
 GY3326
 GY3326  HISTORY     - Date     Condition        Report By
 GY3326  HISTORY     - 1949     FIRST OBSERVED   CGS
 GY3326
 GY3326                          STATION DESCRIPTION
 GY3326
 GY3326'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3326'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF FRENCHBURG ON THE NORTH
 GY3326'SIDE OF U.S. HIGHWAY 460.  IT IS A STANDARD LOOKOUT TOWER OF
 GY3326'STEEL CONSTRUCTION WITH A SQUARE STEEL CAB ON TOP PAINTED GREY.  IT
 GY3326'IS OWNED BY THE U.S. FOREST SERVICE.  A TRAVERSE CONNECTION
 GY3326'WAS MADE FROM TRIANGULATION STATION MC CAUSEY TO THE CENTER OF THE
 GY3326'TOWER AND THE DISTANCE WAS FOUND TO BE 30.6 FEET (9.33
 GY3326'METERS).
 GY3326'
 GY3326'TO REACH THE STATION FROM THE COURTHOUSE IN FRENCHBURG GO SOUTHEAST
 GY3326'ON U.S. HIGHWAY 460 FOR 1.9 MILES TO THE LOOKOUT TOWER ON THE
 GY3326'LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0125 ***********************************************************************
 GZ0125  DESIGNATION -  MC QUEEN AZ
 GZ0125  PID         -  GZ0125
 GZ0125  STATE/COUNTY-  KY/FAYETTE
 GZ0125  USGS QUAD   -  FORD (1993)
 GZ0125
 GZ0125                         *CURRENT SURVEY CONTROL
 GZ0125  ___________________________________________________________________
 GZ0125* NAD 83(1986)-  37 54 39.     (N)    084 21 35.     (W)     SCALED    
 GZ0125* NAVD 88     -       284.873  (meters)     934.62   (feet)  ADJUSTED  
 GZ0125  ___________________________________________________________________
 GZ0125  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 GZ0125  DYNAMIC HT  -         284.667 (meters)     933.95  (feet)  COMP
 GZ0125  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 GZ0125
 GZ0125  VERT ORDER  -  SECOND    CLASS 0
 GZ0125
 GZ0125.The horizontal coordinates were scaled from a topographic map and have
 GZ0125.an estimated accuracy of +/- 6 seconds.
 GZ0125
 GZ0125.The orthometric height was determined by differential leveling
 GZ0125.and adjusted by the National Geodetic Survey in June 1991..
 GZ0125
 GZ0125.The geoid height was determined by GEOID03.
 GZ0125
 GZ0125.The dynamic height is computed by dividing the NAVD 88
 GZ0125.geopotential number by the normal gravity value computed on the
 GZ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0125.degrees latitude (g = 980.6199 gals.).
 GZ0125
 GZ0125.The modeled gravity was interpolated from observed gravity values.
 GZ0125
 GZ0125;                    North         East    Units  Estimated Accuracy
 GZ0125;SPC KY1Z     - 1,175,990.    1,622,240.      MT  (+/- 180 meters Scaled)
 GZ0125
 GZ0125                          SUPERSEDED SURVEY CONTROL
 GZ0125
 GZ0125  NGVD 29 (??/??/92)  285.026  (m)          935.12   (f) ADJ UNCH    2 0
 GZ0125
 GZ0125.Superseded values are not recommended for survey control.
 GZ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0125.See file dsdata.txt to determine how the superseded data were derived.
 GZ0125
 GZ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG321992(NAD 83)
 GZ0125_MARKER: DZ = AZIMUTH MARK DISK
 GZ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0125_STAMPING: MC QUEEN 1951
 GZ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0125+STABILITY: SURFACE MOTION
 GZ0125
 GZ0125  HISTORY     - Date     Condition        Report By
 GZ0125  HISTORY     - 1951     MONUMENTED       CGS
 GZ0125  HISTORY     - 1960     GOOD             PAS
 GZ0125  HISTORY     - 1963     GOOD             NGS
 GZ0125
 GZ0125                          STATION DESCRIPTION
 GZ0125
 GZ0125'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0125'2.5 MI S FROM ATHENS.
 GZ0125'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0125'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.1 MILES SOUTH
 GZ0125'ALONG CLEVELAND ROAD, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG
 GZ0125'U.S. HIGHWAY 25 AND 421, 22.0 FEET NORTHEAST OF THE CENTERLINE
 GZ0125'OF HIGHWAY, 4.0 FEET NORTH OF TELEPHONE POLE 360, 2.4 FEET
 GZ0125'SOUTHWEST OF WIRE FENCE AND 2.2 FEET SOUTHWEST OF A METAL
 GZ0125'WITNESS POST AND SIGN.  A STANDARD U.S.C. AND G.S. AZIMUTH
 GZ0125'MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GZ0125'GROUND AND STAMPED MC QUEEN 1951.
 GZ0125
 GZ0125                          STATION RECOVERY (1963)
 GZ0125
 GZ0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GZ0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0126 ***********************************************************************
 GZ0126  DESIGNATION -  MC QUEEN RM 1
 GZ0126  PID         -  GZ0126
 GZ0126  STATE/COUNTY-  KY/FAYETTE
 GZ0126  USGS QUAD   -  FORD (1993)
 GZ0126
 GZ0126                         *CURRENT SURVEY CONTROL
 GZ0126  ___________________________________________________________________
 GZ0126* NAD 83(1986)-  37 54 24.     (N)    084 21 23.     (W)     SCALED    
 GZ0126* NAVD 88     -       290.56   (+/-2cm)     953.3    (feet)  VERTCON   
 GZ0126  ___________________________________________________________________
 GZ0126  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 GZ0126
 GZ0126  VERT ORDER  -  ? (See Below)
 GZ0126
 GZ0126.The horizontal coordinates were scaled from a topographic map and have
 GZ0126.an estimated accuracy of +/- 6 seconds.
 GZ0126
 GZ0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ0126.The vertical order pertains to the NGVD 29 superseded value.
 GZ0126
 GZ0126.The geoid height was determined by GEOID03.
 GZ0126
 GZ0126;                    North         East    Units  Estimated Accuracy
 GZ0126;SPC KY1Z     - 1,175,530.    1,622,540.      MT  (+/- 180 meters Scaled)
 GZ0126
 GZ0126                          SUPERSEDED SURVEY CONTROL
 GZ0126
 GZ0126  NGVD 29 (??/??/92)  290.721  (m)          953.81   (f) ADJ UNCH    ?  
 GZ0126
 GZ0126.Superseded values are not recommended for survey control.
 GZ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0126.See file dsdata.txt to determine how the superseded data were derived.
 GZ0126
 GZ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG324987(NAD 83)
 GZ0126_MARKER: DR = REFERENCE MARK DISK
 GZ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0126_STAMPING: MC QUEEN NO 1 1951
 GZ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0126+STABILITY: SURFACE MOTION
 GZ0126
 GZ0126  HISTORY     - Date     Condition        Report By
 GZ0126  HISTORY     - 1951     MONUMENTED       CGS
 GZ0126  HISTORY     - 1960     GOOD             PAS
 GZ0126
 GZ0126                          STATION DESCRIPTION
 GZ0126
 GZ0126'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0126'3 MI S FROM ATHENS.
 GZ0126'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0126'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.1 MILES SOUTH
 GZ0126'ALONG CLEVELAND ROAD, THENCE ABOUT 1.35 MILES SOUTHEAST ALONG
 GZ0126'U.S. HIGHWAY 25 AND 421, 58.5 FEET NORTHWEST OF THE NORTHWEST
 GZ0126'CORNER OF MR. A.B. MC QUEENS RESIDENCE, 42.8 FEET SOUTHEAST OF
 GZ0126'A TELEPHONE POLE, 33.0 FEET NORTHEAST OF THE CENTERLINE OF
 GZ0126'HIGHWAY, 29.6 FEET NORTHWEST OF A 12 INCH ELM TREE, AND 10 FEET
 GZ0126'SOUTHEAST OF CENTER OF DRIVE.  A STANDARD U.S.C AND G.S REFERENCE
 GZ0126'MARK DISK SET IN TOP OF A CONCRETE POST FLUSH WITH GROUND AND
 GZ0126'STAMPED MC QUEEN NO. 1 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3325 ***********************************************************************
 GY3325  DESIGNATION -  MCCAUSEY
 GY3325  PID         -  GY3325
 GY3325  STATE/COUNTY-  KY/MENIFEE
 GY3325  USGS QUAD   -  SCRANTON (1979)
 GY3325
 GY3325                         *CURRENT SURVEY CONTROL
 GY3325  ___________________________________________________________________
 GY3325* NAD 83(1993)-  37 56 08.15981(N)    083 36 48.57568(W)     ADJUSTED  
 GY3325* NAVD 88     -       409.10   (+/-2cm)    1342.2    (feet)  VERTCON   
 GY3325  ___________________________________________________________________
 GY3325  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GY3325  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GY3325
 GY3325  HORZ ORDER  -  SECOND
 GY3325  VERT ORDER  -  THIRD ? (See Below)
 GY3325
 GY3325.The horizontal coordinates were established by classical geodetic methods
 GY3325.and adjusted by the National Geodetic Survey in December 1995..
 GY3325
 GY3325.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3325.The vertical order pertains to the NGVD 29 superseded value.
 GY3325
 GY3325.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3325
 GY3325.The geoid height was determined by GEOID03.
 GY3325
 GY3325;                    North         East     Units Scale Factor Converg.
 GY3325;SPC KY1Z     - 1,179,973.116 1,687,784.472   MT  0.99990547   +1 18 42.2
 GY3325;SPC KY1Z     - 3,871,295.13  5,537,339.56   sFT  0.99990547   +1 18 42.2
 GY3325;SPC KY N     -    48,543.465   555,954.635   MT  1.00000485   +0 23 45.4
 GY3325;SPC KY N     -   159,263.02  1,823,994.50   sFT  1.00000485   +0 23 45.4
 GY3325;SPC KY S     -   679,940.579   687,802.701   MT  1.00000041   +1 17 44.6
 GY3325;SPC KY S     - 2,230,771.72  2,256,566.03   sFT  1.00000041   +1 17 44.6
 GY3325;UTM  17      - 4,201,891.363   270,322.131   MT  1.00024976   -1 36 26.7
 GY3325
 GY3325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3325!SPC KY1Z     -   0.99994089  x   0.99990547  =   0.99984636
 GY3325!SPC KY N     -   0.99994089  x   1.00000485  =   0.99994574
 GY3325!SPC KY S     -   0.99994089  x   1.00000041  =   0.99994130
 GY3325!UTM  17      -   0.99994089  x   1.00024976  =   1.00019063
 GY3325
 GY3325:                Primary Azimuth Mark                     Grid Az
 GY3325:SPC KY1Z     -  MCCAUSEY AZ MK                           109 13 35.1
 GY3325:SPC KY N     -  MCCAUSEY AZ MK                           110 08 31.9
 GY3325:SPC KY S     -  MCCAUSEY AZ MK                           109 14 32.7
 GY3325:UTM  17      -  MCCAUSEY AZ MK                           112 08 44.0
 GY3325
 GY3325|---------------------------------------------------------------------|
 GY3325| PID    Reference Object                     Distance      Geod. Az  |
 GY3325|                                                           dddmmss.s |
 GY3325| DB9703 MCCAUSEY AZ MK                                     1103217.3 |
 GY3325| GY3326 MC CAUSEY LOOKOUT TOWER               9.329 METERS 14604     |
 GY3325| GY3324 555 USFS 1949                        24.126 METERS 15527     |
 GY3325| DB9705 MCCAUSEY RM 2                        24.090 METERS 20724     |
 GY3325| DB9704 MCCAUSEY RM 1                        15.675 METERS 32310     |
 GY3325|---------------------------------------------------------------------|
 GY3325
 GY3325                          SUPERSEDED SURVEY CONTROL
 GY3325
 GY3325  NAD 83(1986)-  37 56 08.16593(N)    083 36 48.58211(W) AD(       ) 2
 GY3325  NAD 27      -  37 56 07.86700(N)    083 36 48.90400(W) AD(       ) 2
 GY3325  NGVD 29 (07/19/86)  409.24   (m)         1342.6    (f) LEVELING    3  
 GY3325
 GY3325.Superseded values are not recommended for survey control.
 GY3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3325.See file dsdata.txt to determine how the superseded data were derived.
 GY3325
 GY3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC7032201891(NAD 83)
 GY3325_MARKER: DS = TRIANGULATION STATION DISK
 GY3325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3325
 GY3325  HISTORY     - Date     Condition        Report By
 GY3325  HISTORY     - 1949     MONUMENTED       CGS
 GY3325  HISTORY     - 1964     GOOD             THOMAS
 GY3325  HISTORY     - 19750601 MARK NOT FOUND   USGS
 GY3325
 GY3325                          STATION DESCRIPTION
 GY3325
 GY3325'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3325'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF FRENCHBURG ON THE NORTH
 GY3325'SIDE OF U.S. HIGHWAY 460 AND NEAR THE MC CAUSEY LOOKOUT TOWER.  IT
 GY3325'IS 23 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AND 16 FEET
 GY3325'EAST OF THE NORTHEAST CORNER OF THE HOUSE.  THE MARK IS FLUSH WITH
 GY3325'THE GROUND AND THE DISK IS STAMPED MC CAUSEY 1949.
 GY3325'
 GY3325'REFERENCE MARK NO. 1 IS 37 FEET NORTH OF THE NORTHWEST CORNER OF THE
 GY3325'HOUSE AND 8 FEET EAST OF THE FENCELINE.  THE MARK IS FLUSH WITH THE
 GY3325'GROUND AND THE DISK IS STAMPED MC CAUSEY NO 1 1949
 GY3325'
 GY3325'REFERENCE MARK NO. 2 IS 6 FEET EAST OF A NORTH-SOUTH FENCELINE, 2
 GY3325'FEET WEST OF A WHITE WITNESS POST AND ONE FOOT SOUTH OF AN
 GY3325'EAST-WEST FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GY3325'IS STAMPED MC CAUSEY NO 2 1949.
 GY3325'
 GY3325'555 (USFS) IS AT THE EAST POST OF THE GATE TO THE ENTRANCE TO THE
 GY3325'LOOKOUT TOWER.  IT IS A ROUND CONCRETE POST 3 INCHES IN DIAMETER
 GY3325'THAT PROJECTS ABOUT 3 INCHES WITH A U.S. DEPT OF AGRICULTURE, FOREST
 GY3325'SERVICE DISK STAMPED 555.
 GY3325'
 GY3325'AZIMUTH MARK IS 61 FEET EAST OF THE NORTHEAST CORNER OF A LUMBER
 GY3325'MILL, 27 FEET SOUTH OF THE CENTER OF HIGHWAY 460 AND 3 FEET WEST OF
 GY3325'A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GY3325'IS STAMPED MC CAUSEY 1949.
 GY3325'
 GY3325'TO REACH THE STATION FROM THE COURTHOUSE IN FRENCHBURG GO SOUTHEAST
 GY3325'ON U.S. HIGHWAY 460 FOR 1.9 MILES TO THE LOOKOUT TOWER ON THE
 GY3325'LEFT AND STATION AS DESCRIBED.  CONTINUE 0.3 MILE TO THE LUMBER MILL
 GY3325'ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 GY3325'
 GY3325'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GY3325
 GY3325                          STATION RECOVERY (1964)
 GY3325
 GY3325'RECOVERY NOTE BY THOMAS ENG AND SURV 1964 (HBW)
 GY3325'MC CAUSEY 1949 FOUND UNDISTURBED.
 GY3325'
 GY3325'MC CAUSEY NO 1 1949 FOUND UNDISTURBED.
 GY3325'
 GY3325'MC CAUSEY NO 2 1949 FOUND UNDISTURBED.
 GY3325'
 GY3325'MC CAUSEY 1949 (AZ MK) FOUND UNDISTURBED.
 GY3325'
 GY3325'DISTANCE FROM STATION MARK STATION TO AZ MK 1778.42 + OR - 0.04
 GY3325'FEET.  MEASURED WITH MODEL 4 GEODIMETER AT AVERAGE ELEVATION OF
 GY3325'1345.  DISTANCE IS NOT REDUCED TO SEA LEVEL NOR SCALE FACTOR
 GY3325'APPLIED.
 GY3325
 GY3325                          STATION RECOVERY (1975)
 GY3325
 GY3325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (LCR)
 GY3325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1329 ***********************************************************************
 HA1329  DESIGNATION -  MCCOY
 HA1329  PID         -  HA1329
 HA1329  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1329  USGS QUAD   -  MADRID (1993)
 HA1329
 HA1329                         *CURRENT SURVEY CONTROL
 HA1329  ___________________________________________________________________
 HA1329* NAD 83(1993)-  37 36 59.04876(N)    086 22 28.09664(W)     ADJUSTED  
 HA1329* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 HA1329  ___________________________________________________________________
 HA1329  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 HA1329  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 HA1329
 HA1329  HORZ ORDER  -  SECOND
 HA1329
 HA1329.The horizontal coordinates were established by classical geodetic methods
 HA1329.and adjusted by the National Geodetic Survey in December 1995..
 HA1329
 HA1329.The orthometric height was scaled from a topographic map.
 HA1329
 HA1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1329
 HA1329.The geoid height was determined by GEOID03.
 HA1329
 HA1329;                    North         East     Units Scale Factor Converg.
 HA1329;SPC KY1Z     - 1,142,582.720 1,444,871.769   MT  0.99991519   -0 23 00.2
 HA1329;SPC KY1Z     - 3,748,623.47  4,740,383.46   sFT  0.99991519   -0 23 00.2
 HA1329;SPC KY S     -   642,571.557   444,869.426   MT  0.99995750   -0 22 43.4
 HA1329;SPC KY S     - 2,108,170.18  1,459,542.44   sFT  0.99995750   -0 22 43.4
 HA1329;UTM  16      - 4,163,439.403   555,204.868   MT  0.99963754   +0 22 54.5
 HA1329
 HA1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1329!SPC KY1Z     -   0.99996843  x   0.99991519  =   0.99988362
 HA1329!SPC KY S     -   0.99996843  x   0.99995750  =   0.99992593
 HA1329!UTM  16      -   0.99996843  x   0.99963754  =   0.99960598
 HA1329
 HA1329|---------------------------------------------------------------------|
 HA1329| PID    Reference Object                     Distance      Geod. Az  |
 HA1329|                                                           dddmmss.s |
 HA1329| CG8952 MCCOY RM 1                           32.769 METERS 08412     |
 HA1329| CG8953 MCCOY RM 2                           27.280 METERS 15025     |
 HA1329| HA1330 MCCOY AZ MK                         APPROX. 1.7 KM 1534024.3 |
 HA1329| HA1406 LEITCHFIELD MUNICIPAL TANK          APPROX.16.3 KM 1542656.4 |
 HA1329|---------------------------------------------------------------------|
 HA1329
 HA1329                          SUPERSEDED SURVEY CONTROL
 HA1329
 HA1329  NAD 83(1986)-  37 36 59.05741(N)    086 22 28.10290(W) AD(       ) 2
 HA1329  NAD 27      -  37 36 58.85300(N)    086 22 28.17900(W) AD(       ) 2
 HA1329
 HA1329.Superseded values are not recommended for survey control.
 HA1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1329.See file dsdata.txt to determine how the superseded data were derived.
 HA1329
 HA1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG5520563439(NAD 83)
 HA1329_MARKER: DS = TRIANGULATION STATION DISK
 HA1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1329_STAMPING: MC COY 1950
 HA1329_MARK LOGO: CGS   
 HA1329
 HA1329  HISTORY     - Date     Condition        Report By
 HA1329  HISTORY     - 1950     MONUMENTED       CGS
 HA1329
 HA1329                          STATION DESCRIPTION
 HA1329
 HA1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1329'STATION IS LOCATED ABOUT 10 MILES NORTH OF LEITCHFIELD, 5 MILES
 HA1329'SOUTHWEST OF HUDSON AND 2 MILES WEST OF MADRID ON THE PROPERTY OF
 HA1329'TICE MCCOY. IT IS 79 FEET NORTH OF CENTER OF A FARM ROAD, 28 FEET
 HA1329'WEST OF THE NORTHWEST CORNER OF A LARGE BARN, 8 FEET NORTH OF A
 HA1329'WHITE WITNESS POST AND IS SET IN A FENCE LINE. THE MARK IS FLUSH WITH
 HA1329'THE GROUND AND THE DISK IS STAMPED---MC COY 1950.
 HA1329'
 HA1329'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF THE NORTHWEST CORNER OF BARN.
 HA1329'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 HA1329'STAMPED---MC COY NO 1 1950.
 HA1329'
 HA1329'REFERENCE MARK NO.2 IS 44 FEET SOUTH OF THE SOUTHWEST CORNER OF BARN
 HA1329'AND 8 FEET SOUTH OF CENTER OF FARM ROAD. THE MARK PROJECTS ABOUT 6
 HA1329'INCHES AND THE DISK IS STAMPED---MC COY NO 2 1950.
 HA1329'
 HA1329'AZIMUTH MARK IS 28 FEET SOUTHEAST OF CENTER OF STATE HIGHWAY 65, 7
 HA1329'FEET NORTHWEST OF A WHITE WITNESS POST AND 4 FEET NORTH OF A
 HA1329'FENCE LINE. THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 HA1329'STAMPED---MC COY 1950.
 HA1329'
 HA1329'TT 25 D (USGS) IS 106 FEET NORTH OF CENTER OF HIGHWAY 65 AND 22
 HA1329'FEET EAST OF CENTER OF A GRAVEL ROAD. THE MARK IS A 6 X 6 INCHES
 HA1329'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND THE DISK IS A
 HA1329'STANDARD USGS DISK STAMPED---TT STA NO 25 D 1928.
 HA1329'
 HA1329'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 401 AND 65 IN
 HA1329'MADRID, WHICH IS ABOUT 10 MILES NORTH OF LEITCHFIELD, GO WEST ON
 HA1329'HIGHWAY 65 FOR 1.1 MILES TO A GRAVEL T ROAD RIGHT* AND TT 25 D (USGS)
 HA1329'ON RIGHT AS DESCRIBED, TURN RIGHT ON GRAVEL ROAD AND GO 1.0
 HA1329'MILE TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO 0.3 MILE TO A FARM
 HA1329'HOUSE ON RIGHT, TURN RIGHT THROUGH GATE AND FOLLOW MAIN TRACK ROAD
 HA1329'FOR 0.15 MILE TO A LARGE BARN ON LEFT AND STATION AS DESCRIBED.
 HA1329'
 HA1329'*TO REACH AZIMUTH MARK FROM HERE, GO WEST ON HIGHWAY 65 FOR 0.3 MILE
 HA1329'TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 HA1329'
 HA1329'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1330 ***********************************************************************
 HA1330  DESIGNATION -  MCCOY AZ MK
 HA1330  PID         -  HA1330
 HA1330  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1330  USGS QUAD   -  MADRID (1993)
 HA1330
 HA1330                         *CURRENT SURVEY CONTROL
 HA1330  ___________________________________________________________________
 HA1330* NAD 83(1993)-  37 36 11.02472(N)    086 21 58.22995(W)     ADJUSTED  
 HA1330* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 HA1330  ___________________________________________________________________
 HA1330  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 HA1330  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HA1330
 HA1330  HORZ ORDER  -  THIRD
 HA1330
 HA1330.The horizontal coordinates were established by classical geodetic methods
 HA1330.and adjusted by the National Geodetic Survey in December 1995..
 HA1330
 HA1330.The orthometric height was scaled from a topographic map.
 HA1330
 HA1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1330
 HA1330.The geoid height was determined by GEOID03.
 HA1330
 HA1330;                    North         East     Units Scale Factor Converg.
 HA1330;SPC KY1Z     - 1,141,097.413 1,445,594.379   MT  0.99991626   -0 22 41.9
 HA1330;SPC KY1Z     - 3,743,750.43  4,742,754.23   sFT  0.99991626   -0 22 41.9
 HA1330;SPC KY S     -   641,086.247   445,592.187   MT  0.99995638   -0 22 25.3
 HA1330;SPC KY S     - 2,103,297.13  1,461,913.70   sFT  0.99995638   -0 22 25.3
 HA1330;UTM  16      - 4,161,964.288   555,947.043   MT  0.99963855   +0 23 12.3
 HA1330
 HA1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1330!SPC KY1Z     -   0.99996937  x   0.99991626  =   0.99988563
 HA1330!SPC KY S     -   0.99996937  x   0.99995638  =   0.99992575
 HA1330!UTM  16      -   0.99996937  x   0.99963855  =   0.99960793
 HA1330
 HA1330:                Primary Azimuth Mark                     Grid Az
 HA1330:SPC KY1Z     -  TT 25 D                                  048 26 13.8
 HA1330:SPC KY S     -  TT 25 D                                  048 25 57.2
 HA1330:UTM  16      -  TT 25 D                                  047 40 19.6
 HA1330
 HA1330|---------------------------------------------------------------------|
 HA1330| PID    Reference Object                     Distance      Geod. Az  |
 HA1330|                                                           dddmmss.s |
 HA1330| HA1331 TT 25 D                             APPROX. 0.5 KM 0480331.9 |
 HA1330| HA1329 MCCOY                               APPROX. 1.7 KM 3334042.5 |
 HA1330|---------------------------------------------------------------------|
 HA1330
 HA1330                          SUPERSEDED SURVEY CONTROL
 HA1330
 HA1330  NAD 83(1986)-  37 36 11.03336(N)    086 21 58.23625(W) AD(       ) 3
 HA1330  NAD 27      -  37 36 10.82900(N)    086 21 58.31400(W) AD(       ) 3
 HA1330
 HA1330.Superseded values are not recommended for survey control.
 HA1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1330.See file dsdata.txt to determine how the superseded data were derived.
 HA1330
 HA1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG5594761964(NAD 83)
 HA1330_MARKER: DR = REFERENCE MARK DISK
 HA1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1330_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1330_STAMPING: MC COY 1950
 HA1330_MARK LOGO: CGS   
 HA1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1330+STABILITY: SURFACE MOTION
 HA1330
 HA1330  HISTORY     - Date     Condition        Report By
 HA1330  HISTORY     - 1950     MONUMENTED       CGS
 HA1330
 HA1330                          STATION DESCRIPTION
 HA1330
 HA1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1330'SEE STATION MC COY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3009 ***********************************************************************
 GZ3009  DESIGNATION -  MCCREARY
 GZ3009  PID         -  GZ3009
 GZ3009  STATE/COUNTY-  KY/GARRARD
 GZ3009  USGS QUAD   -  BUCKEYE (1952)
 GZ3009
 GZ3009                         *CURRENT SURVEY CONTROL
 GZ3009  ___________________________________________________________________
 GZ3009* NAD 83(1993)-  37 40 16.10487(N)    084 30 57.29938(W)     ADJUSTED  
 GZ3009* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 GZ3009  ___________________________________________________________________
 GZ3009  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 GZ3009  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GZ3009
 GZ3009  HORZ ORDER  -  THIRD
 GZ3009
 GZ3009.The horizontal coordinates were established by classical geodetic methods
 GZ3009.and adjusted by the National Geodetic Survey in December 1995..
 GZ3009
 GZ3009.The orthometric height was scaled from a topographic map.
 GZ3009
 GZ3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3009
 GZ3009.The geoid height was determined by GEOID03.
 GZ3009
 GZ3009;                    North         East     Units Scale Factor Converg.
 GZ3009;SPC KY1Z     - 1,149,192.884 1,608,862.013   MT  0.99991133   +0 45 27.6
 GZ3009;SPC KY1Z     - 3,770,310.32  5,278,408.12   sFT  0.99991133   +0 45 27.6
 GZ3009;SPC KY S     -   649,175.497   608,867.678   MT  0.99996265   +0 44 54.3
 GZ3009;SPC KY S     - 2,129,836.61  1,997,593.37   sFT  0.99996265   +0 44 54.3
 GZ3009;UTM  16      - 4,172,231.794   719,083.757   MT  1.00019124   +1 31 07.3
 GZ3009
 GZ3009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ3009!SPC KY1Z     -   0.99995862  x   0.99991133  =   0.99986995
 GZ3009!SPC KY S     -   0.99995862  x   0.99996265  =   0.99992127
 GZ3009!UTM  16      -   0.99995862  x   1.00019124  =   1.00014985
 GZ3009
 GZ3009:                Primary Azimuth Mark                     Grid Az
 GZ3009:SPC KY1Z     -  MCCREARY AZ MK                           027 25 35.4
 GZ3009:SPC KY S     -  MCCREARY AZ MK                           027 26 08.7
 GZ3009:UTM  16      -  MCCREARY AZ MK                           026 39 55.7
 GZ3009
 GZ3009|---------------------------------------------------------------------|
 GZ3009| PID    Reference Object                     Distance      Geod. Az  |
 GZ3009|                                                           dddmmss.s |
 GZ3009| DB9706 MCCREARY AZ MK                                     0281103.0 |
 GZ3009| DB9707 MCCREARY RM 1                         9.333 METERS 26739     |
 GZ3009| GZ3010 TT 28 ADP USGS 1951                  17.333 METERS 34516     |
 GZ3009|---------------------------------------------------------------------|
 GZ3009
 GZ3009                          SUPERSEDED SURVEY CONTROL
 GZ3009
 GZ3009  NAD 83(1986)-  37 40 16.11292(N)    084 30 57.30582(W) AD(       ) 3
 GZ3009  NAD 27      -  37 40 15.82700(N)    084 30 57.52900(W) AD(       ) 3
 GZ3009
 GZ3009.Superseded values are not recommended for survey control.
 GZ3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3009.See file dsdata.txt to determine how the superseded data were derived.
 GZ3009
 GZ3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG1908472232(NAD 83)
 GZ3009_MARKER: DS = TRIANGULATION STATION DISK
 GZ3009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ3009
 GZ3009  HISTORY     - Date     Condition        Report By
 GZ3009  HISTORY     - 1951     MONUMENTED       CGS
 GZ3009
 GZ3009                          STATION DESCRIPTION
 GZ3009
 GZ3009'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ3009'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF LANCASTER. IT IS 43
 GZ3009'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 26 FEET
 GZ3009'SOUTH OF THE CENTER OF STATE HIGHWAY N0. 39, 13 FEET WEST OF A 30
 GZ3009'INCH MAPLE TREE, 5 FEET NORTHEAST OF A WHITE WITNESS POST AND 3 FEET
 GZ3009'NORTH OF A FENCELINE. THE MARK IS FLUSH AND THE DISK IS STAMPED MC
 GZ3009'CREARY 1951.
 GZ3009'
 GZ3009'REFERENCE MARK NO. 1 IS 29 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 4
 GZ3009'FEET NORTHEAST OF A POWER LINE POLE AND 1 FOOT NORTH OF A
 GZ3009'FENCELINE. THE MARK IS FLUSH AND THE DISK IS STAMPED MC CREARY NO 1
 GZ3009'1951.
 GZ3009'
 GZ3009'TT 28 ADP (USGS) BM WAS USED AS A REFERENCE MARK AND IS 30 FEET
 GZ3009'NORTHWEST OF THE CENTER OF THE HIGHWAY AND 1 FOOT SOUTHEAST OF
 GZ3009'A FENCELIME. THE MARK IS A 6X6 INCH CONCRETE POST WHICH PROJECTS 6
 GZ3009'INCHES WITH A USGS BENCH MARK DISK ATOP STAMPED TT 28 ADP 1950.
 GZ3009'(ELV. 971 FEET ABOVE SEA LEVEL).
 GZ3009'
 GZ3009'AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 39, 3
 GZ3009'FEET EAST OF A FENCELINE AND 2 FEET SOUTHEAST OF A WHITE WITNESS
 GZ3009'POST. THE MARK IS FLUSH AND THE DISK IS STAMPED MC CREARY 1951.
 GZ3009'
 GZ3009'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 27 AND
 GZ3009'STATE HIGHWAY NO. 39 WHICH IS ABOUT 0.1 MILE NORTH OF THE GARRARD
 GZ3009'COUNTY COURTHOUSE IN LANCASTER, GO NORTHEAST ON STATE HIGHWAY NO. 39
 GZ3009'FOR 5.3 MILES TO THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR
 GZ3009'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GZ3009'
 GZ3009'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG8034 ***********************************************************************
 DG8034  CBN         -  This is a Cooperative Base Network Control Station.
 DG8034  DESIGNATION -  MCDONOUGH/BROWN
 DG8034  PID         -  DG8034
 DG8034  STATE/COUNTY-  KY/DAVIESS
 DG8034  USGS QUAD   -  OWENSBORO EAST (1982)
 DG8034
 DG8034                         *CURRENT SURVEY CONTROL
 DG8034  ___________________________________________________________________
 DG8034* NAD 83(1993)-  37 45 33.47550(N)    087 06 28.61777(W)     ADJUSTED  
 DG8034* NAVD 88     -       129.7    (meters)     426.     (feet)  GPS OBS   
 DG8034  ___________________________________________________________________
 DG8034  X           -     254,739.673 (meters)                     COMP
 DG8034  Y           -  -5,042,481.073 (meters)                     COMP
 DG8034  Z           -   3,884,417.203 (meters)                     COMP
 DG8034  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 DG8034  ELLIP HEIGHT-          98.91  (meters)          (11/03/04) GPS OBS
 DG8034  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DG8034
 DG8034  HORZ ORDER  -  A
 DG8034  ELLP ORDER  -  THIRD     CLASS I
 DG8034
 DG8034.The horizontal coordinates were established by GPS observations
 DG8034.and adjusted by the National Geodetic Survey in November 2004..
 DG8034
 DG8034.The orthometric height was determined by GPS observations and a
 DG8034.high-resolution geoid model.
 DG8034
 DG8034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8034
 DG8034.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8034
 DG8034.The ellipsoidal height was determined by GPS observations
 DG8034.and is referenced to NAD 83.
 DG8034
 DG8034.The geoid height was determined by GEOID03.
 DG8034
 DG8034;                    North         East     Units Scale Factor Converg.
 DG8034;SPC KY1Z     - 1,159,127.511 1,380,354.526   MT  0.99990702   -0 50 01.4
 DG8034;SPC KY1Z     - 3,802,904.18  4,528,713.14   sFT  0.99990702   -0 50 01.4
 DG8034;SPC KY S     -   659,108.876   380,346.544   MT  0.99997287   -0 49 24.8
 DG8034;SPC KY S     - 2,162,426.37  1,247,853.62   sFT  0.99997287   -0 49 24.8
 DG8034;UTM  16      - 4,179,114.749   490,491.437   MT  0.99960111   -0 03 58.0
 DG8034
 DG8034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8034!SPC KY1Z     -   0.99998448  x   0.99990702  =   0.99989150
 DG8034!SPC KY S     -   0.99998448  x   0.99997287  =   0.99995735
 DG8034!UTM  16      -   0.99998448  x   0.99960111  =   0.99958560
 DG8034
 DG8034                          SUPERSEDED SURVEY CONTROL
 DG8034
 DG8034.No superseded survey control is available for this station.
 DG8034
 DG8034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9049179115(NAD 83)
 DG8034_MARKER: DB = BENCH MARK DISK
 DG8034_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DG8034_SP_SET: SET ON ROOF OF LARGE BUILDING
 DG8034_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG8034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG8034+STABILITY: POSITION/ELEVATION WELL
 DG8034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8034+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 DG8034
 DG8034  HISTORY     - Date     Condition        Report By
 DG8034  HISTORY     - 20021112 MONUMENTED       KAPS
 DG8034
 DG8034                          STATION DESCRIPTION
 DG8034
 DG8034'DESCRIBED BY KENTUCKY ASSOC PROF SURV 2002 (CSM)
 DG8034'LOCATED IN DAVIESS CO., ON THE ROOF OF THE OWENSBORO OFFICE OF
 DG8034'MCDONOUGH-BROWN AND  ASSOCIATES.     STATION IS ON PROPERTY OWNED BY
 DG8034'MCDONOUGH-BROWN AND ASSOCIATES, 1706 MILLER BLVD,  OWENSBORO, KY
 DG8034'42303, PHONE NUMBER 270-926-8800.     TO REACH FROM THE INTERSECTION
 DG8034'OF US 432 (FREDERICA ST) AND 18TH ST IN OWENSBORO, GO E  ON 18TH ST
 DG8034'0.24 MILE TO J R MILLER BLVD, TURN LEFT AND GO N ON J R MILLER BLVD
 DG8034'FOR 0.04 MILE  AND TURN LEFT AT ENTRANCE INTO PARKING LOT OF A TWO
 DG8034'STORY CONCRETE BLOCK BLDG AT 1706  J R MILLER BLVD.  THE MONUMENT IS
 DG8034'LOCATED IN A GATED AND LOCKED STORAGE AREA AND  REQUIRES A MINIMUM OF
 DG8034'2 WEEKS WRITTEN NOTICE TO SCHEDULE A DATE FOR OCCUPATION.  POINT  IS
 DG8034'AVAILABLE DURING REGULAR BUSINESS HOURS ONLY, AND REQUIRES CLIMBING OR
 DG8034'LIFTING  EQUIPMENT TO REACH.     STATION IS A 5/8 IN X 5 IN STAINLESS
 DG8034'STEEL ANCHOR BOLT SET IN THE TOP OF THE CONCRETE CAP  OF THE SOUTH
 DG8034'WALL OF THE BUILDING.  IT IS 19 FT ABOVE GROUND, 27 FT W FROM THE SE
 DG8034'CORNER  OF THE BUILDING AND 0.3 FT N FROM THE FACE OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3198 ***********************************************************************
 GY3198  DESIGNATION -  MCDOWELL
 GY3198  PID         -  GY3198
 GY3198  STATE/COUNTY-  KY/FLOYD
 GY3198  USGS QUAD   -  MC DOWELL (1992)
 GY3198
 GY3198                         *CURRENT SURVEY CONTROL
 GY3198  ___________________________________________________________________
 GY3198* NAD 83(1993)-  37 27 34.57654(N)    082 42 35.10566(W)     ADJUSTED  
 GY3198* NAVD 88     -       564.     (meters)    1850.     (feet)  SCALED    
 GY3198  ___________________________________________________________________
 GY3198  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 GY3198  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GY3198
 GY3198  HORZ ORDER  -  SECOND
 GY3198
 GY3198.The horizontal coordinates were established by classical geodetic methods
 GY3198.and adjusted by the National Geodetic Survey in December 1995..
 GY3198
 GY3198.The orthometric height was scaled from a topographic map.
 GY3198
 GY3198.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3198
 GY3198.The geoid height was determined by GEOID03.
 GY3198
 GY3198;                    North         East     Units Scale Factor Converg.
 GY3198;SPC KY1Z     - 1,129,377.732 1,768,914.005   MT  0.99993124   +1 51 59.7
 GY3198;SPC KY1Z     - 3,705,300.11  5,803,512.03   sFT  0.99993124   +1 51 59.7
 GY3198;SPC KY S     -   629,314.881   768,919.610   MT  0.99994779   +1 50 37.7
 GY3198;SPC KY S     - 2,064,677.24  2,522,697.09   sFT  0.99994779   +1 50 37.7
 GY3198;UTM  17      - 4,147,232.210   348,787.661   MT  0.99988165   -1 02 24.3
 GY3198
 GY3198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3198!SPC KY1Z     -   0.99991652  x   0.99993124  =   0.99984777
 GY3198!SPC KY S     -   0.99991652  x   0.99994779  =   0.99986431
 GY3198!UTM  17      -   0.99991652  x   0.99988165  =   0.99979818
 GY3198
 GY3198|---------------------------------------------------------------------|
 GY3198| PID    Reference Object                     Distance      Geod. Az  |
 GY3198|                                                           dddmmss.s |
 GY3198| DB9718 MCDOWELL RM 1                         8.010 METERS 04052     |
 GY3198| DB9720 MCDOWELL RM 3                         7.940 METERS 04052     |
 GY3198| DB9719 MCDOWELL RM 2                         7.544 METERS 18414     |
 GY3198| DB9721 MCDOWELL RM 4                         7.545 METERS 18420     |
 GY3198| GY3210 SIGNAL KNOB LOOKOUT TOWER           APPROX.19.7 KM 2781202.7 |
 GY3198| DB9717 MCDOWELL AZ MK                                     3475713.9 |
 GY3198|---------------------------------------------------------------------|
 GY3198
 GY3198                          SUPERSEDED SURVEY CONTROL
 GY3198
 GY3198  NAD 83(1993)-  37 27 34.58310(N)    082 42 35.11079(W) AD(       ) 2
 GY3198  NAD 83(1993)-  37 27 34.58399(N)    082 42 35.11058(W) AD(       ) 2
 GY3198  NAD 83(1986)-  37 27 34.58393(N)    082 42 35.11120(W) AD(       ) 2
 GY3198  NAD 27      -  37 27 34.22200(N)    082 42 35.54300(W) AD(       ) 2
 GY3198
 GY3198.Superseded values are not recommended for survey control.
 GY3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3198.See file dsdata.txt to determine how the superseded data were derived.
 GY3198
 GY3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB4878847232(NAD 83)
 GY3198_MARKER: DS = TRIANGULATION STATION DISK
 GY3198_SETTING: 80 = SET IN A BOULDER
 GY3198_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GY3198
 GY3198  HISTORY     - Date     Condition        Report By
 GY3198  HISTORY     - 1934     MONUMENTED       CGS
 GY3198  HISTORY     - 1949     GOOD             CGS
 GY3198
 GY3198                          STATION DESCRIPTION
 GY3198
 GY3198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GY3198'STATION IS ON THE HIGHEST KNOB AT THE HEAD OF MIDDLE BRANCH OF
 GY3198'FRAZIER AND LITTLE MUD CREEKS, ABOUT 7 MILES SW OF HAROLD, AND
 GY3198'1.5 MILES N OF E OF MCDOWELL.
 GY3198'
 GY3198'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 GY3198'BOULDER.
 GY3198'
 GY3198'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A SMALL
 GY3198'BOULDER.  IT IS NE OF STATION AND 9 FEET S OF OAK TREE WITH
 GY3198'TRIANGULAR BLAZE.
 GY3198'
 GY3198'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN LARGE BOULDER.
 GY3198'IT IS S OF STATION ON A RIDGE.
 GY3198'
 GY3198'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN ROCK LEDGE ABOUT 6 FEET
 GY3198'FROM BASE.  IT IS NNW OF STATION ON DOWNWARD SLOPE, NEAR
 GY3198'16-INCH POPLAR.
 GY3198'
 GY3198'TO REACH FROM ALLEN POST OFFICE, JUST W OF HIGHWAY 23, BETWEEN
 GY3198'PRESTONBURG AND PIKEVILLE, TAKE STATE HIGHWAY UP BEAVER CREEK, AND
 GY3198'CONTINUE 16.1 MILES, PASSING THROUGH MARTIN AND HUNTER, TO MCDOWELL.
 GY3198'FROM MCDOWELL CONSOLIDATED SCHOOL, GO 0.3 MILE, TURN LEFT, AND LEFT
 GY3198'AGAIN, TO ROAD LEADING UP MIDDLE BRANCH.  CONTINUE ABOUT 0.7 MILE
 GY3198'THROUGH GATE AND END OF TRUCK TRAVEL.  FROM HERE, GO ABOUT 1.0 MILE
 GY3198'UP ROAD TO TOP OF GRADE AND FENCE LINE.  TAKE DIM TRAIL, HARD RIGHT
 GY3198'(S), AND CONTINUE UP RIDGE ABOUT 0.75 MILE TO TOP OF MOUNTAIN.
 GY3198'STATION IS ON NEXT TO LAST LARGE ROCK FROM S END OF RIDGE ON TOP,
 GY3198'36.5 FEET S OF LARGE OAK WITH TRIANGULAR BLAZE.
 GY3198'
 GY3198'A 4-FOOT STAND REQUIRED.
 GY3198
 GY3198                          STATION RECOVERY (1949)
 GY3198
 GY3198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GY3198'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 GY3198'AZIMUTH MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GY3198'NOT RECOVERED.  REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED AT
 GY3198'THIS TIME.
 GY3198'A NEW DESCRIPTION FOLLOWS-
 GY3198'
 GY3198'STATION IS LOCATED ABOUT 14 MILES SOUTH OF PRESTONBURG AND 8 MILES
 GY3198'EAST OF GARRETT ON TOP OF A LARGE BOULDER ON THE HIGHEST POINT
 GY3198'OF A LONG RIDGE.  IT IS 22 FEET NORTHWEST OF A WHITE WITNESS POST.
 GY3198'THE DISK IS SET FLUSH IN TOP OF BOULDER AND IS STAMPED MC
 GY3198'DOWELL 1934.
 GY3198'
 GY3198'REFERENCE MARK NO. 3 IS 26.05 FEET NORTHWEST OF STATION IN TOP OF
 GY3198'ANOTHER LARGE BOULDER WHICH IS ABOUT 4 FEET LOWER IN ELEVATION.
 GY3198'THE DISK IS SET FLUSH AND IS STAMPED MC DOWELL NO 3 1949.
 GY3198'
 GY3198'REFERENCE MARK NO. 4 IS 24.75 FEET SOUTH OF STATION IN TOP OF ANOTHER
 GY3198'LARGE BOULDER AT THE SAME ELEVATION.  THE DISK IS SET FLUSH AND IS
 GY3198'STAMPED MC DOWELL NO 4 1949.
 GY3198'
 GY3198'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GY3198'
 GY3198'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 460 AND 23 AND
 GY3198'STATE HIGHWAY 80, WHICH IS ABOUT 8 MILES SOUTHEAST OF PRESTONBURG, GO
 GY3198'SOUTH ON HIGHWAY 80 FOR 6.5 MILES TO THE JUNCTION OF STATE HIGHWAY
 GY3198'122, TURN LEFT ON HIGHWAY 122 AND GO SOUTH FOR 10.9 MILES TO THE
 GY3198'VILLAGE OF MCDOWELL AND A T ROAD LEFT, TURN LEFT ON PAVED ROAD AND GO
 GY3198'EAST AND SOUTH FOR 0.8 MILE TO A DIRT CROSS STREET, TURN LEFT ON
 GY3198'DIRT STREET AND GO EAST FOR 0.1 MILE ACROSS RAILROAD TRACKS, TURN
 GY3198'SHARP LEFT JUST ACROSS TRACKS AND GO 0.6 MILE TO A ROAD FORK
 GY3198'RIGHT, TURN RIGHT AND GO NORTH AND EAST FOR 0.1 MILE TO ANOTHER
 GY3198'FORK IN ROAD, TURN LEFT AND GO ABOUT 0.35 MILE TO AN OLD LOG BARN ON
 GY3198'RIGHT AND END OF TRUCK TRAVEL.  FROM HERE PACK UP VALLEY TO THE EAST
 GY3198'FOLLOWING A ROCKY TRAIL ABOUT 4 FEET WIDE TO THE TOP OF RIDGE, TURN
 GY3198'RIGHT ON TOP OF RIDGE AND FOLLOW DIM TRAIL TO THE HIGHEST POINT AND
 GY3198'STATION AS DESCRIBED. FROM END OF TRUCK TRAVEL TO TOP OF RIDGE IS
 GY3198'ABOUT 1 MILE- 45 MINUTE PACK, FROM TOP OF RIDGE TO THE HIGHEST
 GY3198'POINT AND STATION IS ABOUT 1 MILE -45 MINUTE PACK.
 GY3198'
 GY3198'DISTANCES AND DIRECTIONS TO REFERENCE MARKS AND OBJECTS VISIBLE FROM
 GY3198'THE GROUND.
 GY3198'
 GY3198'HEIGHT OF LIGHT ABOVE STATION MARK -1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1486 ***********************************************************************
 HB1486  DESIGNATION -  MCDOWELL
 HB1486  PID         -  HB1486
 HB1486  STATE/COUNTY-  KY/CRITTENDEN
 HB1486  USGS QUAD   -  MARION (1954)
 HB1486
 HB1486                         *CURRENT SURVEY CONTROL
 HB1486  ___________________________________________________________________
 HB1486* NAD 83(1993)-  37 21 53.33715(N)    088 01 46.79685(W)     ADJUSTED  
 HB1486* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 HB1486  ___________________________________________________________________
 HB1486  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 HB1486  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 HB1486
 HB1486  HORZ ORDER  -  SECOND
 HB1486
 HB1486.The horizontal coordinates were established by classical geodetic methods
 HB1486.and adjusted by the National Geodetic Survey in October 1999..
 HB1486
 HB1486.The orthometric height was scaled from a topographic map.
 HB1486
 HB1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1486
 HB1486.The geoid height was determined by GEOID03.
 HB1486
 HB1486;                    North         East     Units Scale Factor Converg.
 HB1486;SPC KY1Z     - 1,116,943.754 1,298,087.976   MT  0.99994455   -1 23 58.7
 HB1486;SPC KY1Z     - 3,664,506.30  4,258,810.30   sFT  0.99994455   -1 23 58.7
 HB1486;SPC KY S     -   616,904.117   298,087.288   MT  0.99994554   -1 22 57.1
 HB1486;SPC KY S     - 2,023,959.59    977,974.71   sFT  0.99994554   -1 22 57.1
 HB1486;UTM  16      - 4,135,841.069   408,822.637   MT  0.99970240   -0 37 29.8
 HB1486
 HB1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1486!SPC KY1Z     -   0.99997230  x   0.99994455  =   0.99991685
 HB1486!SPC KY S     -   0.99997230  x   0.99994554  =   0.99991784
 HB1486!UTM  16      -   0.99997230  x   0.99970240  =   0.99967471
 HB1486
 HB1486|---------------------------------------------------------------------|
 HB1486| PID    Reference Object                     Distance      Geod. Az  |
 HB1486|                                                           dddmmss.s |
 HB1486| CI4625 MCDOWELL RM 2                         8.781 METERS 00814     |
 HB1486| HA1661 TRIBUNE LOOKOUT TOWER               APPROX. 3.5 KM 1025247.6 |
 HB1486| HA1659 CRESWELL RADIO STA KIS 91 MAST      APPROX.13.7 KM 1300333.1 |
 HB1486| CI4624 MCDOWELL RM 1                         7.927 METERS 18845     |
 HB1486| CI4623 MCDOWELL AZ MK                                     2780405.6 |
 HB1486|---------------------------------------------------------------------|
 HB1486
 HB1486                          SUPERSEDED SURVEY CONTROL
 HB1486
 HB1486  NAD 83(1993)-  37 21 53.33736(N)    088 01 46.79670(W) AD(       ) 2
 HB1486  NAD 83(1986)-  37 21 53.34490(N)    088 01 46.79956(W) AD(       ) 2
 HB1486  NAD 27      -  37 21 53.15798(N)    088 01 46.72223(W) AD(       ) 2
 HB1486
 HB1486.Superseded values are not recommended for survey control.
 HB1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1486.See file dsdata.txt to determine how the superseded data were derived.
 HB1486
 HB1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG0882335841(NAD 83)
 HB1486_MARKER: DS = TRIANGULATION STATION DISK
 HB1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1486_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1486
 HB1486  HISTORY     - Date     Condition        Report By
 HB1486  HISTORY     - 1962     MONUMENTED       CGS
 HB1486
 HB1486                          STATION DESCRIPTION
 HB1486
 HB1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1486'THE STATION IS ABOUT 4 MILES NORTHEAST OF MARION, ABOUT 10-1/2 MILES
 HB1486'SOUTHWEST OF SULLIVAN, ON THE PROPERTY OF MR.  ELLIOT MCDOWELL.
 HB1486'IT IS 107 FEET NORTH OF A 10 INCH CEDAR TREE, 29 FEET SOUTH OF AN 8
 HB1486'INCH WALNUT TREE, 5 FEET NORTHWEST OF A WITNESS POST, AND 3 FEET WEST
 HB1486'OF A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 HB1486'STAMPED MCDOWELL 1962.
 HB1486'
 HB1486'TO REACH FROM THE NORTHEAST CORNER OF THE SQUARE IN MARION, GO
 HB1486'NORTHEAST ON U.S. HIGHWAYS 60 AND 641 FOR 3.4 MILES TO A SIDE ROAD
 HB1486'LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON U.S.
 HB1486'HIGHWAYS 60 AND 641 FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN
 HB1486'RIGHT, CROSSING A RAILROAD TRACK AND GO SOUTHEAST ON A GRAVELED ROAD
 HB1486'FOR 0.1 MILE TO THE HOME OF MR. MCDOWELL ON THE LEFT.  TURN
 HB1486'LEFT AND GO EASTERLY THROUGH A PASTURE FOR 0.6 MILE TO A NORTH-SOUTH
 HB1486'FENCE LINE, AT THE EAST EDGE OF MR. MCDOWELLS PROPERTY AND THE
 HB1486'STATION.
 HB1486'
 HB1486'REFERENCE MARK 1 IS 81 FEET NORTH OF THE 10 INCH CEDAR TREE, 21 FEET
 HB1486'SOUTH OF THE WITNESS POST, AND 2 FEET WEST OF THE WIRE FENCE.  THE
 HB1486'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED MCDOWELL NO 1 1962.
 HB1486'*
 HB1486'REFERENCE MARK 2 IS 34 FEET NORTH OF THE WITNESS POST,
 HB1486'3 FEET WEST OF THE 8 INCH WALNUT TREE, AND 2 FEET WEST OF THE
 HB1486'WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 HB1486'MCDOWELL NO 2 1962.
 HB1486'
 HB1486'THE AZIMUTH MARK IS 43 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAYS
 HB1486'60 AND 641, 12 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD,
 HB1486'12 FEET WEST OF A FENCE CORNER, 2 FEET NORTH OF A WIRE FENCE, AND 2
 HB1486'FEET EAST OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND
 HB1486'THE DISK IS STAMPED MCDOWELL 1962.
 HB1486'
 HB1486'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1521 ***********************************************************************
 HB1521  DESIGNATION -  MCGREW
 HB1521  PID         -  HB1521
 HB1521  STATE/COUNTY-  KY/LIVINGSTON
 HB1521  USGS QUAD   -  GOLCONDA (1996)
 HB1521
 HB1521                         *CURRENT SURVEY CONTROL
 HB1521  ___________________________________________________________________
 HB1521* NAD 83(1993)-  37 15 00.71478(N)    088 27 38.84947(W)     ADJUSTED  
 HB1521* NAVD 88     -       182.9    (meters)     600.     (feet)  GPS OBS   
 HB1521  ___________________________________________________________________
 HB1521  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 HB1521  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HB1521
 HB1521  HORZ ORDER  -  FIRST
 HB1521
 HB1521.The horizontal coordinates were established by classical geodetic methods
 HB1521.and adjusted by the National Geodetic Survey in October 1999..
 HB1521
 HB1521.The orthometric height was determined by GPS observations and a
 HB1521.high-resolution geoid model.
 HB1521
 HB1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1521
 HB1521.The geoid height was determined by GEOID03.
 HB1521
 HB1521;                    North         East     Units Scale Factor Converg.
 HB1521;SPC KY1Z     - 1,105,250.056 1,259,543.236   MT  0.99996425   -1 39 51.6
 HB1521;SPC KY1Z     - 3,626,141.23  4,132,351.43   sFT  0.99996425   -1 39 51.6
 HB1521;SPC KY S     -   605,197.929   259,546.691   MT  0.99994647   -1 38 38.4
 HB1521;SPC KY S     - 1,985,553.54    851,529.44   sFT  0.99994647   -1 38 38.4
 HB1521;UTM  16      - 4,123,628.071   370,447.838   MT  0.99980675   -0 53 03.6
 HB1521
 HB1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1521!SPC KY1Z     -   0.99997581  x   0.99996425  =   0.99994006
 HB1521!SPC KY S     -   0.99997581  x   0.99994647  =   0.99992228
 HB1521!UTM  16      -   0.99997581  x   0.99980675  =   0.99978257
 HB1521
 HB1521:                Primary Azimuth Mark                     Grid Az
 HB1521:SPC KY1Z     -  MCGREW AZ MK                             042 25 03.9
 HB1521:SPC KY S     -  MCGREW AZ MK                             042 23 50.7
 HB1521:UTM  16      -  MCGREW AZ MK                             041 38 15.9
 HB1521
 HB1521|---------------------------------------------------------------------|
 HB1521| PID    Reference Object                     Distance      Geod. Az  |
 HB1521|                                                           dddmmss.s |
 HB1521| CI4629 MCGREW AZ MK                                       0404512.3 |
 HB1521| HB1898 MCGREW RM 1                          28.561 METERS 09452     |
 HB1521| HB1536 MASSAC LOOKOUT TOWER                APPROX. 8.4 KM 2062305.8 |
 HB1521| CI4630 MCGREW RM 2                          24.340 METERS 33139     |
 HB1521|---------------------------------------------------------------------|
 HB1521
 HB1521                          SUPERSEDED SURVEY CONTROL
 HB1521
 HB1521  NAD 83(1993)-  37 15 00.71902(N)    088 27 38.84802(W) AD(       ) 1
 HB1521  NAD 83(1986)-  37 15 00.72553(N)    088 27 38.84976(W) AD(       ) 1
 HB1521  NAD 27      -  37 15 00.52993(N)    088 27 38.70641(W) AD(       ) 1
 HB1521
 HB1521.Superseded values are not recommended for survey control.
 HB1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1521.See file dsdata.txt to determine how the superseded data were derived.
 HB1521
 HB1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG7044823628(NAD 83)
 HB1521_MARKER: DS = TRIANGULATION STATION DISK
 HB1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1521
 HB1521  HISTORY     - Date     Condition        Report By
 HB1521  HISTORY     - 1957     MONUMENTED       CGS
 HB1521
 HB1521                          STATION DESCRIPTION
 HB1521
 HB1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1521'THE STATION IS LOCATED ON A HIGH RIDGE ABOUT 1 MILE EAST OF THE OHIO
 HB1521'RIVER, ABOUT 8-1/2 MILES NORTH OF SMITHLAND, ABOUT 6-1/2 MILES
 HB1521'WEST OF BURNA, ON ROAD RIGHT-OF-WAY.  IT IS 1 FOOT SOUTH OF A WIRE
 HB1521'FENCE, 8 FEET WEST OF A WHITE WITNESS POST, 19 FEET NORTH OF
 HB1521'THE CENTERLINE OF A GRAVELED ROAD, 110 FEET WEST OF THE CENTERLINE OF
 HB1521'A GRAVELED ROAD, 90 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME
 HB1521'HOUSE AND 86 FEET WEST OF A FENCE CORNER.  THE MONUMENT PROJECTS 2
 HB1521'INCHES AND THE DISK IS STAMPED MC GREW 1957.
 HB1521'
 HB1521'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HB1521'HIGHWAY 135 IN THE SOUTHWEST EDGE OF BURNA, GO SOUTHWEST ON
 HB1521'U.S. HIGHWAY 60 FOR 0.6 MILE TO A GRAVELED CROSSROAD.  TURN RIGHT AND
 HB1521'GO NORTHWESTERLY ON THE GRAVELED ROAD FOR 1.7 MILES TO A FORK.
 HB1521'TAKE RIGHT FORK AND CONTINUE NORTHWESTERLY ON THE GRAVELED ROAD FOR
 HB1521'3.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE
 HB1521'GRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HB1521'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.3 MILE TO A GRAVELED SIDE
 HB1521'ROAD RIGHT AND THE MARK ON THE RIGHT.
 HB1521'
 HB1521'REFERENCE MARK 1 IS 1 FOOT WEST OF A FENCE, 25 FEET WEST OF THE
 HB1521'CENTERLINE OF THE GRAVELED ROAD AND 63 FEET NORTH OF A POWER LINE
 HB1521'POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED MC GREW
 HB1521'NO 1 1957.
 HB1521'
 HB1521'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A FENCE AND 18 FEET NORTH OF THE
 HB1521'CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT PROJECTS 2 INCHES
 HB1521'AND THE DISK IS STAMPED MC GREW NO 2 1957.
 HB1521'
 HB1521'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 HB1521'ROAD, 1 FOOT WEST OF A FENCE, 1 FOOT WEST OF A WHITE WITNESS POST
 HB1521'AND 4 FEET SOUTH OF A POWER LINE POLE.  THE MONUMENT PROJECTS 4
 HB1521'INCHES AND THE DISK IS STAMPED MC GREW 1957.
 HB1521'
 HB1521'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1898 ***********************************************************************
 HB1898  DESIGNATION -  MCGREW RM 1
 HB1898  PID         -  HB1898
 HB1898  STATE/COUNTY-  KY/LIVINGSTON
 HB1898  USGS QUAD   -  GOLCONDA (1996)
 HB1898
 HB1898                         *CURRENT SURVEY CONTROL
 HB1898  ___________________________________________________________________
 HB1898* NAD 83(1993)-  37 15 00.63629(N)    088 27 37.69470(W)     ADJUSTED  
 HB1898* NAVD 88     -       183.3    (meters)     601.     (feet)  GPS OBS   
 HB1898  ___________________________________________________________________
 HB1898  X           -     136,572.668 (meters)                     COMP
 HB1898  Y           -  -5,081,523.587 (meters)                     COMP
 HB1898  Z           -   3,839,623.904 (meters)                     COMP
 HB1898  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 HB1898  ELLIP HEIGHT-         154.45  (meters)          (03/08/05) GPS OBS
 HB1898  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HB1898
 HB1898  HORZ ORDER  -  FIRST
 HB1898  ELLP ORDER  -  FOURTH    CLASS I
 HB1898
 HB1898.The horizontal coordinates were established by classical geodetic methods
 HB1898.and adjusted by the National Geodetic Survey in October 1999..
 HB1898
 HB1898.The orthometric height was determined by GPS observations and a
 HB1898.high-resolution geoid model.
 HB1898
 HB1898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1898
 HB1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1898
 HB1898.The ellipsoidal height was determined by GPS observations
 HB1898.and is referenced to NAD 83.
 HB1898
 HB1898.The geoid height was determined by GEOID03.
 HB1898
 HB1898;                    North         East     Units Scale Factor Converg.
 HB1898;SPC KY1Z     - 1,105,246.811 1,259,571.611   MT  0.99996426   -1 39 50.8
 HB1898;SPC KY1Z     - 3,626,130.58  4,132,444.53   sFT  0.99996426   -1 39 50.8
 HB1898;SPC KY S     -   605,194.694   259,575.067   MT  0.99994647   -1 38 37.7
 HB1898;SPC KY S     - 1,985,542.93    851,622.53   sFT  0.99994647   -1 38 37.7
 HB1898;SPC IL E     -    64,762.076   288,720.750   MT  0.99997657   -0 04 37.0
 HB1898;SPC IL E     -   212,473.58    947,244.66   sFT  0.99997657   -0 04 37.0
 HB1898;UTM  16      - 4,123,625.213   370,476.250   MT  0.99980666   -0 53 02.9
 HB1898
 HB1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1898!SPC KY1Z     -   0.99997576  x   0.99996426  =   0.99994002
 HB1898!SPC KY S     -   0.99997576  x   0.99994647  =   0.99992223
 HB1898!SPC IL E     -   0.99997576  x   0.99997657  =   0.99995233
 HB1898!UTM  16      -   0.99997576  x   0.99980666  =   0.99978243
 HB1898
 HB1898                          SUPERSEDED SURVEY CONTROL
 HB1898
 HB1898  ELLIP H (10/21/99)  154.43   (m)                       GP(       ) 4 1
 HB1898  NAD 83(1993)-  37 15 00.64084(N)    088 27 37.69299(W) AD(       ) 1
 HB1898  ELLIP H (12/20/95)  154.33   (m)                       GP(       ) 4 1
 HB1898  NAD 83(1986)-  37 15 00.64696(N)    088 27 37.69660(W) AD(       ) 1
 HB1898
 HB1898.Superseded values are not recommended for survey control.
 HB1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1898.See file dsdata.txt to determine how the superseded data were derived.
 HB1898
 HB1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG7047623625(NAD 83)
 HB1898_MARKER: DD = SURVEY DISK
 HB1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1898_SP_SET: CONCRETE POST
 HB1898_STAMPING: MCGREW 1957 USCGS BENCH MARK
 HB1898_MARK LOGO: CGS   
 HB1898_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1898+STABILITY: POSITION/ELEVATION WELL
 HB1898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1898+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1993
 HB1898
 HB1898  HISTORY     - Date     Condition        Report By
 HB1898  HISTORY     - 1957     MONUMENTED       CGS
 HB1898  HISTORY     - 19921213 GOOD
 HB1898  HISTORY     - 19930226 GOOD             NGS
 HB1898
 HB1898                          STATION DESCRIPTION
 HB1898
 HB1898'DESCRIBED 1992
 HB1898'RECOVERED IN GOOD CONDITION.
 HB1898
 HB1898                          STATION RECOVERY (1993)
 HB1898
 HB1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HB1898'TAKE INTERSTATE HIGHWAY 24 FROM ILLINOIS SOUTH THROUGH PADUCAH,
 HB1898'KENTUCKY TO EXIT 16 (HIGHWAY 68), TURN LEFT (NORTH) ON HIGHWAY 68 AND
 HB1898'GO 1.61 KM (1.00 MI) TO HIGHWAY 62, GO LEFT (WEST) ON HIGHWAY 62 4.03
 HB1898'KM (2.50 MI) TO HIGHWAY 60, TURN RIGHT ON HIGHWAY 60 AND PROCEED
 HB1898'NORTHERLY FOR 25.3 KM (15.7 MI) PAST SMITHLAND, KENTUCKY TO A
 HB1898'JUNCTION WITH HIGHWAY 137, TURN LEFT ON HIGHWAY 137 AND GO
 HB1898'APPROXIMATELY 8.5 KM (5.3 MI) TO THE PAVED ROAD ON THE RIGHT
 HB1898'APPROXIMATELY 0.8 KM (0.5 MI) SOUTHEAST OF THE COMMUNITY OF BAYOU,
 HB1898'KENTUCKY, TURN RIGHT (NORTHEAST) AND PROCEED UP A STEEP WINDING ROAD
 HB1898'FOR APPROXIMATELY 0.8 KM (0.5 MI) TO MCGREW ROAD ON THE LEFT
 HB1898'(NORTHWEST), THE STATION REFERENCE MARK MCGREW 1 IS APPROXIMATELY
 HB1898'19.2 M (63.0 FT) NORTH OF A POWER POLE LOCATED AT THE NORTHWEST
 HB1898'QUADRANT OF THE ROAD INTERSECTION, ON THE LEFT (NORTHWEST) SIDE OF
 HB1898'THE ROAD. STATION MCGREW 1, (REFERENCE MARK 1) IS A CIRCULAR
 HB1898'INSCRIBED STANDARD BRASS BENCH MARK TYPE DISK SET IN CONCRETE.
 HB1898'1.)  19.2M NORTH OF A POWER POLE.
 HB1898'2.)  0.3M EAST OF A FENCE.
 HB1898'3.)  7.62M WEST OF THE CENTERLINE OF THE NORTHSOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3322 ***********************************************************************
 GY3322  DESIGNATION -  MCKEE
 GY3322  PID         -  GY3322
 GY3322  STATE/COUNTY-  KY/JACKSON
 GY3322  USGS QUAD   -  MC KEE (1976)
 GY3322
 GY3322                         *CURRENT SURVEY CONTROL
 GY3322  ___________________________________________________________________
 GY3322* NAD 83(1993)-  37 27 25.50331(N)    083 57 39.38924(W)     ADJUSTED  
 GY3322* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 GY3322  ___________________________________________________________________
 GY3322  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 GY3322  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GY3322
 GY3322  HORZ ORDER  -  SECOND
 GY3322
 GY3322.The horizontal coordinates were established by classical geodetic methods
 GY3322.and adjusted by the National Geodetic Survey in December 1995..
 GY3322
 GY3322.The orthometric height was scaled from a topographic map.
 GY3322
 GY3322.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3322
 GY3322.The geoid height was determined by GEOID03.
 GY3322
 GY3322;                    North         East     Units Scale Factor Converg.
 GY3322;SPC KY1Z     - 1,126,234.393 1,658,268.263   MT  0.99993156   +1 05 54.3
 GY3322;SPC KY1Z     - 3,694,987.34  5,440,501.79   sFT  0.99993156   +1 05 54.3
 GY3322;SPC KY S     -   626,206.455   658,271.052   MT  0.99994769   +1 05 06.0
 GY3322;SPC KY S     - 2,054,479.01  2,159,677.61   sFT  0.99994769   +1 05 06.0
 GY3322;UTM  17      - 4,149,697.855   238,101.839   MT  1.00044497   -1 48 06.4
 GY3322;UTM  16      - 4,149,918.136   768,809.372   MT  1.00049016   +1 50 57.7
 GY3322
 GY3322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3322!SPC KY1Z     -   0.99993841  x   0.99993156  =   0.99986997
 GY3322!SPC KY S     -   0.99993841  x   0.99994769  =   0.99988610
 GY3322!UTM  17      -   0.99993841  x   1.00044497  =   1.00038335
 GY3322!UTM  16      -   0.99993841  x   1.00049016  =   1.00042854
 GY3322
 GY3322|---------------------------------------------------------------------|
 GY3322| PID    Reference Object                     Distance      Geod. Az  |
 GY3322|                                                           dddmmss.s |
 GY3322| DB9709 MCKEE RM 1                           29.450 METERS 09239     |
 GY3322| DB9708 MCKEE AZ MK                                        1520934.3 |
 GY3322| DB9710 MCKEE RM 2                           35.043 METERS 21530     |
 GY3322|---------------------------------------------------------------------|
 GY3322
 GY3322                          SUPERSEDED SURVEY CONTROL
 GY3322
 GY3322  NAD 83(1986)-  37 27 25.50925(N)    083 57 39.39443(W) AD(       ) 2
 GY3322  NAD 27      -  37 27 25.20100(N)    083 57 39.66200(W) AD(       ) 2
 GY3322
 GY3322.Superseded values are not recommended for survey control.
 GY3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3322.See file dsdata.txt to determine how the superseded data were derived.
 GY3322
 GY3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB3810249698(NAD 83)
 GY3322_MARKER: DS = TRIANGULATION STATION DISK
 GY3322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3322
 GY3322  HISTORY     - Date     Condition        Report By
 GY3322  HISTORY     - 1951     MONUMENTED       CGS
 GY3322
 GY3322                          STATION DESCRIPTION
 GY3322
 GY3322'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GY3322'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF SAND GAP AND ABOUT 3
 GY3322'MILES NORTHEAST OF MC KEE.  IT IS 28 FEET NORTH OF THE CENTER OF A
 GY3322'DIRT ROAD, 20 FEET SOUTHEAST OF A TELEPHONE POLE AND 6 FEET SOUTHWEST
 GY3322'OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 GY3322'STAMPED MC KEE 1951.
 GY3322'
 GY3322'REFERENCE MARK NO. 1 IS 16 FEET SOUTH OF THE CENTER OF A DIRT ROAD.
 GY3322'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED MC KEE NO 1 1951.
 GY3322'
 GY3322'REFERENCE MARK NO. 2 IS 12 FEET NORTHWEST OF THE CENTER OF A DIRT
 GY3322'ROAD AND 4 FEET SOUTHWEST OF A TELEPHONE POLE.  THE MARK PROJECTS
 GY3322'2 INCHES AND THE DISK IS STAMPED MC KEE NO 2 1951.
 GY3322'
 GY3322'AZIMUTH MARK IS 63 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 GY3322'HOUSE AND 9 FEET NORTH OF A POWER LINE POLE.  THE MARK PROJECTS 2
 GY3322'INCHES AND THE DISK IS STAMPED MC KEE 1951.
 GY3322'
 GY3322'TO REACH THE STATION FROM THE JACKSON COUNTY COURT HOUSE IN MC KEE,
 GY3322'GO NORTH ON A DIRT ROAD FOR 3.1 MILES TO A T-ROAD RIGHT, TURN
 GY3322'RIGHT AND GO 0.5 MILE TO A T-ROAD INTERSECTION, TURN LEFT AND GO 0.15
 GY3322'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GY3322'
 GY3322'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON DIRT ROAD FOR
 GY3322'0.15 MILE TO A SCHOOL ON THE LEFT AND A DRIVEWAY ON THE LEFT, TURN
 GY3322'LEFT ON DRIVEWAY AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GY3322'
 GY3322'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2024 ***********************************************************************
 HZ2024  DESIGNATION -  MCKINNEY
 HZ2024  PID         -  HZ2024
 HZ2024  STATE/COUNTY-  KY/TRIMBLE
 HZ2024  USGS QUAD   -  MADISON EAST (1994)
 HZ2024
 HZ2024                         *CURRENT SURVEY CONTROL
 HZ2024  ___________________________________________________________________
 HZ2024* NAD 83(1993)-  38 39 23.24503(N)    085 19 09.28262(W)     ADJUSTED  
 HZ2024* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 HZ2024  ___________________________________________________________________
 HZ2024  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 HZ2024  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ2024
 HZ2024  HORZ ORDER  -  SECOND
 HZ2024
 HZ2024.The horizontal coordinates were established by classical geodetic methods
 HZ2024.and adjusted by the National Geodetic Survey in April 1998..
 HZ2024
 HZ2024.The orthometric height was scaled from a topographic map.
 HZ2024
 HZ2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2024
 HZ2024.The geoid height was determined by GEOID03.
 HZ2024
 HZ2024;                    North         East     Units Scale Factor Converg.
 HZ2024;SPC KY1Z     - 1,257,921.681 1,537,494.287   MT  0.99999755   +0 15 52.1
 HZ2024;SPC KY1Z     - 4,127,031.38  5,044,262.51   sFT  0.99999755   +0 15 52.1
 HZ2024;SPC KY N     -   128,904.806   406,934.013   MT  0.99996751   -0 39 54.5
 HZ2024;SPC KY N     -   422,915.18  1,335,082.67   sFT  0.99996751   -0 39 54.5
 HZ2024;SPC IN E     -   378,417.361   130,239.900   MT  0.99997792   +0 13 01.3
 HZ2024;SPC IN E     - 1,241,524.29    427,295.41   sFT  0.99997792   +0 13 01.3
 HZ2024;UTM  16      - 4,279,994.474   646,245.326   MT  0.99986338   +1 03 00.2
 HZ2024
 HZ2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2024!SPC KY1Z     -   0.99996045  x   0.99999755  =   0.99995800
 HZ2024!SPC KY N     -   0.99996045  x   0.99996751  =   0.99992796
 HZ2024!SPC IN E     -   0.99996045  x   0.99997792  =   0.99993837
 HZ2024!UTM  16      -   0.99996045  x   0.99986338  =   0.99982384
 HZ2024
 HZ2024|---------------------------------------------------------------------|
 HZ2024| PID    Reference Object                     Distance      Geod. Az  |
 HZ2024|                                                           dddmmss.s |
 HZ2024| CG8971 MCKINNEY RM 2                        26.931 METERS 05650     |
 HZ2024| CG8970 MCKINNEY RM 1                        28.567 METERS 18403     |
 HZ2024| CG8969 MCKINNEY AZ MK                                     3560806.2 |
 HZ2024|---------------------------------------------------------------------|
 HZ2024
 HZ2024                          SUPERSEDED SURVEY CONTROL
 HZ2024
 HZ2024  NAD 83(1993)-  38 39 23.24513(N)    085 19 09.28304(W) AD(       ) 2
 HZ2024  NAD 83(1986)-  38 39 23.24727(N)    085 19 09.29015(W) AD(       ) 2
 HZ2024  NAD 27      -  38 39 23.02600(N)    085 19 09.45100(W) AD(       ) 2
 HZ2024
 HZ2024.Superseded values are not recommended for survey control.
 HZ2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2024.See file dsdata.txt to determine how the superseded data were derived.
 HZ2024
 HZ2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4624579994(NAD 83)
 HZ2024_MARKER: DS = TRIANGULATION STATION DISK
 HZ2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2024
 HZ2024  HISTORY     - Date     Condition        Report By
 HZ2024  HISTORY     - 1947     MONUMENTED       CGS
 HZ2024  HISTORY     - 1967     GOOD             CGS
 HZ2024
 HZ2024                          STATION DESCRIPTION
 HZ2024
 HZ2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2024'THE STATION IS LOCATED BESIDE STATE HIGHWAY 37, ON LAND OWNED BY MR.
 HZ2024'SAM MC KINNEY, ABOUT 8 MILES SOUTHEAST OF MADISON INDIANA,
 HZ2024'AND 7 MILESSOUTH-SOUTHEAST OF MILTON KENTUCKY. IT IS 76 FEET WEST OF
 HZ2024'THE CENTERLINE OF THE HIGHWAY, 6 FEET WEST OF A WITNESS POST,
 HZ2024'AND 2.5 FEET SOUTH OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND
 HZ2024'THE DISK IS STAMPED MC KINNEY 1947.
 HZ2024'
 HZ2024'REFERENCE MARK NO.1 IS 93.72 FEET SOUTH OF THE STATION AND 63 FEET
 HZ2024'WEST OF THE CENTERLINE OF THE HIGHWAY. THE MARK PROJECTS 4
 HZ2024'INCHES,AND THE DISK IS STAMPED MC KINNEY NO 1 1947.
 HZ2024'
 HZ2024'REFERENCE MARK NO. 2 IS 88.36 FEET NORTHEAST OF THE STATION, 32 FT.
 HZ2024'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST OF A
 HZ2024'WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED MC
 HZ2024'KINNEY NO 2 1947.
 HZ2024'
 HZ2024'THE AZIMUTH MARK IS 0.6 MILE NORTH-NORTHWEST OF THE STATION VIA STATE
 HZ2024'HIGHWAY 37, 26 FT. NORTH OF A POWERLINE POLE, AND 24 FEET EAST
 HZ2024'OF THE CENTERLINE OF THE HIGHWAY. THE MARK PROJECTS 4 INCHES, AND THE
 HZ2024'DISK IS STAMPED MC KINNEY 1947.
 HZ2024'
 HZ2024'TO REACH THE STATION FROM THE SOUTH END OF THE MADISON-MILTON BRIDGE
 HZ2024'IN MILTON KENTUCKY, GO SOUTHEAST ON STATE HIGHWAY 37 FOR
 HZ2024'6.75 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE SOUTH ON THE
 HZ2024'HIGHWAY FOR 0.35 MILE TO A GRAVEL CROSSROAD. CONTINUE ON THE
 HZ2024'HIGHWAY FOR 0.3 MILE TO THE STATION ON THE RT.  NOTE- THE
 HZ2024'UNDERGROUND DISK IS STAMPED BELL 1947. THIS STAMPING WAS NOT
 HZ2024'CHANGED TO MC KINNEY AS THE STATION WAS ESTABLISHED BEFORE MR. MC
 HZ2024'KINNEY REQUESTED THE STAMPING ON ALL MARKS STAMPED HIS NAME.
 HZ2024'
 HZ2024'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HZ2024
 HZ2024                          STATION RECOVERY (1967)
 HZ2024
 HZ2024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CDR)
 HZ2024'STATION MARK MC KINNEY LOCATED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1472 ***********************************************************************
 HA1472  DESIGNATION -  MCQUADY
 HA1472  PID         -  HA1472
 HA1472  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1472  USGS QUAD   -  GLEN DEAN (1993)
 HA1472
 HA1472                         *CURRENT SURVEY CONTROL
 HA1472  ___________________________________________________________________
 HA1472* NAD 83(1993)-  37 42 50.36110(N)    086 31 40.02958(W)     ADJUSTED  
 HA1472* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 HA1472  ___________________________________________________________________
 HA1472  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 HA1472  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HA1472
 HA1472  HORZ ORDER  -  SECOND
 HA1472
 HA1472.The horizontal coordinates were established by classical geodetic methods
 HA1472.and adjusted by the National Geodetic Survey in December 1995..
 HA1472
 HA1472.The orthometric height was scaled from a topographic map.
 HA1472
 HA1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1472
 HA1472.The geoid height was determined by GEOID03.
 HA1472
 HA1472;                    North         East     Units Scale Factor Converg.
 HA1472;SPC KY1Z     - 1,153,514.244 1,431,427.715   MT  0.99990894   -0 28 39.1
 HA1472;SPC KY1Z     - 3,784,487.98  4,696,275.76   sFT  0.99990894   -0 28 39.1
 HA1472;SPC KY S     -   653,502.398   431,423.692   MT  0.99996732   -0 28 18.1
 HA1472;SPC KY S     - 2,144,032.45  1,415,429.23   sFT  0.99996732   -0 28 18.1
 HA1472;UTM  16      - 4,174,187.216   541,619.747   MT  0.99962134   +0 17 19.9
 HA1472
 HA1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1472!SPC KY1Z     -   0.99996482  x   0.99990894  =   0.99987376
 HA1472!SPC KY S     -   0.99996482  x   0.99996732  =   0.99993214
 HA1472!UTM  16      -   0.99996482  x   0.99962134  =   0.99958617
 HA1472
 HA1472:                Primary Azimuth Mark                     Grid Az
 HA1472:SPC KY1Z     -  HARDINSBURG MUNICIPAL TANK               040 51 07.7
 HA1472:SPC KY S     -  HARDINSBURG MUNICIPAL TANK               040 50 46.7
 HA1472:UTM  16      -  HARDINSBURG MUNICIPAL TANK               040 05 08.7
 HA1472
 HA1472|---------------------------------------------------------------------|
 HA1472| PID    Reference Object                     Distance      Geod. Az  |
 HA1472|                                                           dddmmss.s |
 HA1472| HA1345 HARDINSBURG MUNICIPAL TANK          APPROX. 9.9 KM 0402228.6 |
 HA1472| HA1473 MCQUADY AZ MK                       APPROX. 1.1 KM 1401742.0 |
 HA1472| CG8964 MCQUADY RM 1                         27.170 METERS 17525     |
 HA1472| CG8965 MCQUADY RM 2                         24.705 METERS 26128     |
 HA1472|---------------------------------------------------------------------|
 HA1472
 HA1472                          SUPERSEDED SURVEY CONTROL
 HA1472
 HA1472  NAD 83(1986)-  37 42 50.36933(N)    086 31 40.03566(W) AD(       ) 2
 HA1472  NAD 27      -  37 42 50.16700(N)    086 31 40.10500(W) AD(       ) 2
 HA1472
 HA1472.Superseded values are not recommended for survey control.
 HA1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1472.See file dsdata.txt to determine how the superseded data were derived.
 HA1472
 HA1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4162074187(NAD 83)
 HA1472_MARKER: DS = TRIANGULATION STATION DISK
 HA1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1472_STAMPING: MC QUADY 1950
 HA1472_MARK LOGO: CGS   
 HA1472
 HA1472  HISTORY     - Date     Condition        Report By
 HA1472  HISTORY     - 1950     MONUMENTED       CGS
 HA1472
 HA1472                          STATION DESCRIPTION
 HA1472
 HA1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1472'STATION IS LOCATED ON THE SUMMIT OF A HIGH HILL ABOUT 6 MILES
 HA1472'SOUTHWEST OF HARDINSBURG AND 1 MILE NORTHWEST OF MC QUADY AND ON
 HA1472'LAND OWNED BY BURN DEJARNETTE.  IT IS 40 FEET NORTH OF A 10 INCH
 HA1472'HICKORY TREE WITH A TRIANGLE BLAZED ON THE NORTH SIDE, 27 FEET EAST
 HA1472'OF A 15 INCH HICKORY TREE WITH A TRIANGLE BLAZED ON THE SOUTH SIDE
 HA1472'AND 5 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK POJECTS
 HA1472'ABOUT 4 INCHES AND THE DISK IS STAMPED---MC QUADY 1950.
 HA1472'
 HA1472'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL.  THE MARK
 HA1472'PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HA1472'STAMPED---MC QUADY NO 1 1950.
 HA1472'
 HA1472'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL.  THE MARK
 HA1472'PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HA1472'STAMPED---MC QUADY NO 2 1950.
 HA1472'
 HA1472'AZIMUTH MARK IS 38 FEET NORTH OF THE CENTER OF THE ROAD, 7 FEET NORTH
 HA1472'OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.  THE
 HA1472'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED---MC QUADY 1950.
 HA1472'
 HA1472'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HA1472'HIGHWAY 261 IN HARDINSBURG, GO SOUTH ON HIGHWAY 261 FOR 6.8
 HA1472'MILES TO A CROSSROAD IN MC QUADY. * TURN RIGHT AND GO 0.25 MILE TO A
 HA1472'FORK AND ST. MARYS CATHOLIC CHURCH ON THE RIGHT, TAKE LEFT FORK AND
 HA1472'GO 0.25 MILE TO MR. DEJARNETTES HOUSE ON THE RIGHT, CONTINUE 0.15
 HA1472'MILE, TURN RIGHT INTO FIELD AND GO UP HILL TO THE HIGHEST POINT
 HA1472'AND STATION AS DESCRIBED.
 HA1472'
 HA1472'* TO REACH THE AZIMUTH MARK FROM THIS POINT TURN LEFT AND GO 0.1 MILE
 HA1472'TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.15 MILE TO THE AZIMUTH MARK
 HA1472'ON THE RIGHT AS DESCRIBED.
 HA1472'
 HA1472'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1473 ***********************************************************************
 HA1473  DESIGNATION -  MCQUADY AZ MK
 HA1473  PID         -  HA1473
 HA1473  STATE/COUNTY-  KY/BRECKINRIDGE
 HA1473  USGS QUAD   -  GLEN DEAN (1993)
 HA1473
 HA1473                         *CURRENT SURVEY CONTROL
 HA1473  ___________________________________________________________________
 HA1473* NAD 83(1993)-  37 42 23.26303(N)    086 31 11.70900(W)     ADJUSTED  
 HA1473* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 HA1473  ___________________________________________________________________
 HA1473  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 HA1473  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HA1473
 HA1473  HORZ ORDER  -  SECOND
 HA1473
 HA1473.The horizontal coordinates were established by classical geodetic methods
 HA1473.and adjusted by the National Geodetic Survey in December 1995..
 HA1473
 HA1473.The orthometric height was scaled from a topographic map.
 HA1473
 HA1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1473
 HA1473.The geoid height was determined by GEOID03.
 HA1473
 HA1473;                    North         East     Units Scale Factor Converg.
 HA1473;SPC KY1Z     - 1,152,673.141 1,432,114.374   MT  0.99990932   -0 28 21.7
 HA1473;SPC KY1Z     - 3,781,728.46  4,698,528.58   sFT  0.99990932   -0 28 21.7
 HA1473;SPC KY S     -   652,661.316   432,110.476   MT  0.99996646   -0 28 00.9
 HA1473;SPC KY S     - 2,141,273.00  1,417,682.45   sFT  0.99996646   -0 28 00.9
 HA1473;UTM  16      - 4,173,355.612   542,317.394   MT  0.99962206   +0 17 37.1
 HA1473
 HA1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1473!SPC KY1Z     -   0.99997298  x   0.99990932  =   0.99988230
 HA1473!SPC KY S     -   0.99997298  x   0.99996646  =   0.99993944
 HA1473!UTM  16      -   0.99997298  x   0.99962206  =   0.99959505
 HA1473
 HA1473|---------------------------------------------------------------------|
 HA1473| PID    Reference Object                     Distance      Geod. Az  |
 HA1473|                                                           dddmmss.s |
 HA1473| HA1471 MCQUADY HUB                         323.045 METERS 06408     |
 HA1473| HA0354 13                                  196.091 METERS 06408     |
 HA1473| HA1472 MCQUADY                             APPROX. 1.1 KM 3201759.3 |
 HA1473|---------------------------------------------------------------------|
 HA1473
 HA1473                          SUPERSEDED SURVEY CONTROL
 HA1473
 HA1473  NAD 83(1986)-  37 42 23.27125(N)    086 31 11.71511(W) AD(       ) 2
 HA1473  NAD 27      -  37 42 23.06800(N)    086 31 11.78600(W) AD(       ) 2
 HA1473
 HA1473.Superseded values are not recommended for survey control.
 HA1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1473.See file dsdata.txt to determine how the superseded data were derived.
 HA1473
 HA1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4231773356(NAD 83)
 HA1473_MARKER: DR = REFERENCE MARK DISK
 HA1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1473_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1473_STAMPING: MC QUADY 1950
 HA1473_MARK LOGO: CGS   
 HA1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1473+STABILITY: SURFACE MOTION
 HA1473
 HA1473  HISTORY     - Date     Condition        Report By
 HA1473  HISTORY     - 1950     MONUMENTED       CGS
 HA1473
 HA1473                          STATION DESCRIPTION
 HA1473
 HA1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HA1473'SEE STATION MC QUADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0127 ***********************************************************************
 GZ0127  DESIGNATION -  MCQUEEN
 GZ0127  PID         -  GZ0127
 GZ0127  STATE/COUNTY-  KY/FAYETTE
 GZ0127  USGS QUAD   -  FORD (1993)
 GZ0127
 GZ0127                         *CURRENT SURVEY CONTROL
 GZ0127  ___________________________________________________________________
 GZ0127* NAD 83(1993)-  37 54 24.50174(N)    084 21 23.53552(W)     ADJUSTED  
 GZ0127* NAVD 88     -       290.487  (meters)     953.04   (feet)  ADJUSTED  
 GZ0127  ___________________________________________________________________
 GZ0127  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 GZ0127  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 GZ0127  DYNAMIC HT  -         290.278 (meters)     952.35  (feet)  COMP
 GZ0127  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 GZ0127
 GZ0127  HORZ ORDER  -  THIRD
 GZ0127  VERT ORDER  -  SECOND    CLASS 0
 GZ0127
 GZ0127.The horizontal coordinates were established by classical geodetic methods
 GZ0127.and adjusted by the National Geodetic Survey in December 1995..
 GZ0127
 GZ0127.The orthometric height was determined by differential leveling
 GZ0127.and adjusted by the National Geodetic Survey in June 1991..
 GZ0127
 GZ0127.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ0127
 GZ0127.The geoid height was determined by GEOID03.
 GZ0127
 GZ0127.The dynamic height is computed by dividing the NAVD 88
 GZ0127.geopotential number by the normal gravity value computed on the
 GZ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0127.degrees latitude (g = 980.6199 gals.).
 GZ0127
 GZ0127.The modeled gravity was interpolated from observed gravity values.
 GZ0127
 GZ0127;                    North         East     Units Scale Factor Converg.
 GZ0127;SPC KY1Z     - 1,175,542.588 1,622,529.766   MT  0.99990508   +0 51 19.9
 GZ0127;SPC KY1Z     - 3,856,759.31  5,323,249.74   sFT  0.99990508   +0 51 19.9
 GZ0127;SPC KY N     -    45,159.539   490,630.619   MT  1.00000960   -0 03 58.6
 GZ0127;SPC KY N     -   148,160.92  1,609,677.29   sFT  1.00000960   -0 03 58.6
 GZ0127;SPC KY S     -   675,524.715   622,540.928   MT  0.99999527   +0 50 42.3
 GZ0127;SPC KY S     - 2,216,284.00  2,042,453.03   sFT  0.99999527   +0 50 42.3
 GZ0127;UTM  16      - 4,198,770.168   732,402.732   MT  1.00026528   +1 37 29.3
 GZ0127
 GZ0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ0127!SPC KY1Z     -   0.99995954  x   0.99990508  =   0.99986463
 GZ0127!SPC KY N     -   0.99995954  x   1.00000960  =   0.99996914
 GZ0127!SPC KY S     -   0.99995954  x   0.99999527  =   0.99995481
 GZ0127!UTM  16      -   0.99995954  x   1.00026528  =   1.00022481
 GZ0127
 GZ0127|---------------------------------------------------------------------|
 GZ0127| PID    Reference Object                     Distance      Geod. Az  |
 GZ0127|                                                           dddmmss.s |
 GZ0127| GZ0128 218                                  29.465 METERS 16944     |
 GZ0127| DB9714 MCQUEEN RM 1                          8.123 METERS 24323     |
 GZ0127| DB9713 MCQUEEN AZ MK                                      3253856.1 |
 GZ0127|---------------------------------------------------------------------|
 GZ0127
 GZ0127                          SUPERSEDED SURVEY CONTROL
 GZ0127
 GZ0127  NAD 83(1986)-  37 54 24.50821(N)    084 21 23.54070(W) AD(       ) 3
 GZ0127  NAD 27      -  37 54 24.22400(N)    084 21 23.78400(W) AD(       ) 3
 GZ0127  NGVD 29 (??/??/92)  290.64   (m)          953.5    (f) COMPUTED    2 0
 GZ0127
 GZ0127.Superseded values are not recommended for survey control.
 GZ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0127.See file dsdata.txt to determine how the superseded data were derived.
 GZ0127
 GZ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3240398770(NAD 83)
 GZ0127_MARKER: DS = TRIANGULATION STATION DISK
 GZ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0127_STAMPING: MC QUEEN 1951
 GZ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0127+STABILITY: SURFACE MOTION
 GZ0127
 GZ0127  HISTORY     - Date     Condition        Report By
 GZ0127  HISTORY     - 1951     MONUMENTED       CGS
 GZ0127  HISTORY     - 1957     GOOD             KYGS
 GZ0127  HISTORY     - 1960     GOOD             PAS
 GZ0127  HISTORY     - 1961     GOOD             PAS
 GZ0127
 GZ0127                          STATION DESCRIPTION
 GZ0127
 GZ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ0127'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHEAST OF LEXINGTON AND
 GZ0127'ABOUT 12 MILES NORTHWEST OF RICHMOND.  IT IS 59 FEET NORTHEAST OF
 GZ0127'THE CENTER OF U.S. HIGHWAY NO. 25, 35 FEET NORTHWEST OF THE NORTHWEST
 GZ0127'CORNER OF A FRAME HOUSE, 12 FEET SOUTH OF A DRIVEWAY AND 9 FEET
 GZ0127'SOUTHWEST OF A POWERLINE POLE.  THE MARK IS FLUSH AND THE DISK IS
 GZ0127'STAMPED MC QUEEN 1951.
 GZ0127'
 GZ0127'REFERENCE MARK NO. 1 IS 58 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GZ0127'A FRAME HOUSE, 32 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 GZ0127'NO. 25 AND 10 FEET SOUTH OF A DRIVEWAY.  THE MARK IS FLUSH AND THE
 GZ0127'DISK IS STAMPED MC QUEEN NO. 1 1951.
 GZ0127'
 GZ0127'NO. 218 (KYGS) WAS USED AS A REFERENCE MARK.  IT IS 71 FEET SOUTHWEST
 GZ0127'OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 21 FEET NORTHEAST
 GZ0127'OF THE CENTER OF U.S. HIGHWAY NO. 25, 6 FEET SOUTHEAST OF A TELEPHONE
 GZ0127'POLE AND 2 FEET NORTHWEST OF A 6 INCH OAK TREE.  THE MARK IS A 4X4
 GZ0127'INCH CONCRETE POST FLUSH WITH THE GROUND WITH A BRONZE KY. GEOD. S.
 GZ0127'DISK ATOP STAMPED 218.
 GZ0127'
 GZ0127'AZIMUTH MARK IS 22 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY NO.
 GZ0127'25, 4 FEET NORTHEAST OF A WHITE WITNESS POST AND A TELEPHONE POLE
 GZ0127'AND 2 FEET SOUTHWEST OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK
 GZ0127'IS STAMPED MC QUEEN 1951.
 GZ0127'
 GZ0127'TO REACH THE STATION FROM THE MADISON COUNTY COURTHOUSE IN RICHMOND,
 GZ0127'GO NORTHWEST ON U.S. HIGHWAY NO. 25 FOR 12.3 MILES TO THE STATION ON
 GZ0127'THE RIGHT AS DESCRIBED, CONTINUE FOR 0.3 MILE TO THE AZIMUTH MARK ON
 GZ0127'THE RIGHT.
 GZ0127'
 GZ0127'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GZ0127
 GZ0127                          STATION RECOVERY (1957)
 GZ0127
 GZ0127'RECOVERY NOTE BY KENTUCKY GEODETIC SURVEY 1957 (JCL)
 GZ0127'THE STATION, REFERENCE MARK AND NO. 218 (KYGS) WERE RECOVERED IN GOOD
 GZ0127'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR. THE DESCRIPTION IS
 GZ0127'ADEQUATE EXCEPT THAT THE TREE ADJACENT TO NO. 218 IS A LOCUST INSTEAD
 GZ0127'OF AN OAK.
 GZ0127
 GZ0127                          STATION RECOVERY (1960)
 GZ0127
 GZ0127'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1960
 GZ0127'3 MI S FROM ATHENS.
 GZ0127'ABOUT 0.2 MILE SOUTHEAST ALONG THE ATHENS-BOONESBORO ROAD FROM
 GZ0127'THE ELEMENTARY SCHOOL IN ATHENS, THENCE ABOUT 2.1 MILES SOUTH
 GZ0127'ALONG CLEVELAND ROAD, THENCE ABOUT 1.35 MILES SOUTHEAST ALONG
 GZ0127'U.S. HIGHWAY 25 AND 421, IN FRONT YARD AT MR. A.B. MC QUEENS
 GZ0127'RESIDENCE, 59.5 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY,
 GZ0127'35.9 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF MC QUEENS
 GZ0127'RESIDENCE, 32.6 FEET NORTH OF A 12 INCH ELM TREE, 15 FEET
 GZ0127'SOUTHEAST OF THE CENTER OF DRIVE AND 9.6 FEET SOUTH OF A POWER
 GZ0127'POLE.  A STANDARD U.S.C. AND G.S. TRIANGULATION DISK SET IN TOP
 GZ0127'OF A CONCRETE POST 1 INCH BELOW THE SURFACE AND STAMPED MC QUEEN
 GZ0127'1951.
 GZ0127
 GZ0127                          STATION RECOVERY (1961)
 GZ0127
 GZ0127'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1961 (EB)
 GZ0127'THE STATION, REFERENCE MARK 1, NO. 218 (KYGS) AND AZIMUTH MARK WERE
 GZ0127'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  A
 GZ0127'METAL WITNESS POST AND SIGN WAS SET AT THE AZIMUTH MARK, AND MARK IS
 GZ0127'2.2 FEET SOUTHWEST OF WITNESS POST.
 GZ0127'
 GZ0127'OLD DESCRIPTION AND THE TO REACH IS ADEQUATE.
 GZ0127'
 GZ0127'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0339 ***********************************************************************
 HZ0339  DESIGNATION -  MCVEY
 HZ0339  PID         -  HZ0339
 HZ0339  STATE/COUNTY-  KY/FAYETTE
 HZ0339  USGS QUAD   -  LEXINGTON WEST (1993)
 HZ0339
 HZ0339                         *CURRENT SURVEY CONTROL
 HZ0339  ___________________________________________________________________
 HZ0339* NAD 83(1993)-  38 02 20.57581(N)    084 30 18.67673(W)     ADJUSTED  
 HZ0339* NAVD 88     -       297.027  (meters)     974.50   (feet)  ADJUSTED  
 HZ0339  ___________________________________________________________________
 HZ0339  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 HZ0339  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 HZ0339  DYNAMIC HT  -         296.809 (meters)     973.78  (feet)  COMP
 HZ0339  MODELED GRAV-     979,889.0   (mgal)                       NAVD 88
 HZ0339
 HZ0339  HORZ ORDER  -  SECOND
 HZ0339  VERT ORDER  -  FIRST     CLASS II
 HZ0339
 HZ0339.The horizontal coordinates were established by classical geodetic methods
 HZ0339.and adjusted by the National Geodetic Survey in December 1995..
 HZ0339
 HZ0339.The orthometric height was determined by differential leveling
 HZ0339.and adjusted by the National Geodetic Survey in June 1991..
 HZ0339
 HZ0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0339
 HZ0339.The geoid height was determined by GEOID03.
 HZ0339
 HZ0339.The dynamic height is computed by dividing the NAVD 88
 HZ0339.geopotential number by the normal gravity value computed on the
 HZ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0339.degrees latitude (g = 980.6199 gals.).
 HZ0339
 HZ0339.The modeled gravity was interpolated from observed gravity values.
 HZ0339
 HZ0339;                    North         East     Units Scale Factor Converg.
 HZ0339;SPC KY1Z     - 1,190,033.562 1,609,263.713   MT  0.99990896   +0 45 51.4
 HZ0339;SPC KY1Z     - 3,904,301.78  5,279,726.03   sFT  0.99990896   +0 45 51.4
 HZ0339;SPC KY N     -    59,863.560   477,598.358   MT  0.99998984   -0 09 31.5
 HZ0339;SPC KY N     -   196,402.36  1,566,920.61   sFT  0.99998984   -0 09 31.5
 HZ0339;SPC KY S     -   690,019.444   609,276.036   MT  1.00002100   +0 45 17.8
 HZ0339;SPC KY S     - 2,263,838.79  1,998,933.13   sFT  1.00002100   +0 45 17.8
 HZ0339;UTM  16      - 4,213,085.794   718,938.442   MT  1.00019040   +1 32 16.5
 HZ0339
 HZ0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0339!SPC KY1Z     -   0.99995860  x   0.99990896  =   0.99986757
 HZ0339!SPC KY N     -   0.99995860  x   0.99998984  =   0.99994844
 HZ0339!SPC KY S     -   0.99995860  x   1.00002100  =   0.99997960
 HZ0339!UTM  16      -   0.99995860  x   1.00019040  =   1.00014899
 HZ0339
 HZ0339:                Primary Azimuth Mark                     Grid Az
 HZ0339:SPC KY1Z     -  LEXINGTON ST PAULS CATH CH               019 44 30.1
 HZ0339:SPC KY N     -  LEXINGTON ST PAULS CATH CH               020 39 53.0
 HZ0339:SPC KY S     -  LEXINGTON ST PAULS CATH CH               019 45 03.7
 HZ0339:UTM  16      -  LEXINGTON ST PAULS CATH CH               018 58 05.0
 HZ0339
 HZ0339|---------------------------------------------------------------------|
 HZ0339| PID    Reference Object                     Distance      Geod. Az  |
 HZ0339|                                                           dddmmss.s |
 HZ0339| HZ2471 LEXINGTON ST PAULS CATH CH          APPROX. 0.8 KM 0203021.5 |
 HZ0339| HZ2430 LEXINGTON FAYETTE CTHSE DOME        APPROX. 1.2 KM 0340241.8 |
 HZ0339| HZ0340 MCVEY RM 1                           28.069 METERS 08144     |
 HZ0339| HZ0338 MCVEY RM 2                           30.858 METERS 18659     |
 HZ0339| DB9716 MCVEY RM 3                           17.008 METERS 23042     |
 HZ0339| DC2655 MCVEY RM                                           25116     |
 HZ0339| DC2443 MCVEY S MONUMENT                                   29244     |
 HZ0339| HZ2464 SOUTH MONUMENT KYGS 1935             51.670 METERS 29248     |
 HZ0339| DB9715 MCVEY AZ MK                                        3161730.0 |
 HZ0339| DC2654 UK 10                                              32502     |
 HZ0339| DC2854 MCVEY N MONUMENT                                   33452     |
 HZ0339| HZ1984 GEORGETOWN RESET                    APPROX.18.1 KM 3494313.6 |
 HZ0339|---------------------------------------------------------------------|
 HZ0339
 HZ0339                          SUPERSEDED SURVEY CONTROL
 HZ0339
 HZ0339  NAD 83(1986)-  38 02 20.58190(N)    084 30 18.68475(W) AD(       ) 2
 HZ0339  NAD 27      -  38 02 20.30300(N)    084 30 18.90600(W) AD(       ) 2
 HZ0339  NGVD 29 (??/??/92)  297.183  (m)          975.01   (f) ADJ UNCH    1 2
 HZ0339
 HZ0339.Superseded values are not recommended for survey control.
 HZ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0339.See file dsdata.txt to determine how the superseded data were derived.
 HZ0339
 HZ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1893813086(NAD 83)
 HZ0339_MARKER: DS = TRIANGULATION STATION DISK
 HZ0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0339_SP_SET: MONUMENT
 HZ0339_STAMPING: MCVEY 1935 975.008
 HZ0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0339
 HZ0339  HISTORY     - Date     Condition        Report By
 HZ0339  HISTORY     - 1935     MONUMENTED       CGS
 HZ0339  HISTORY     - 1971     GOOD             NGS
 HZ0339  HISTORY     - 1971     GOOD             NGS
 HZ0339  HISTORY     - 1973     GOOD             PAS
 HZ0339
 HZ0339                          STATION DESCRIPTION
 HZ0339
 HZ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ0339'STATION IS ON THE CAMPUS OF THE UNIVERSITY OF KENTUCKY AND IN FRONT
 HZ0339'OF THE ADMINISTRATION BUILDING OF THAT SCHOOL.  MARK IS FLUSH WITH
 HZ0339'THE GROUND.  IT IS 61 FEET N OF THE MAIN ENTRANCE TO THE
 HZ0339'ADMINISTRATION BUILDING.  36 FEET N OF CENTER LINE OF MAIN DRIVE
 HZ0339'THROUGH CAMPUS.  29.5 FEET SW OF TROPHY GUN MOUNTED ON STONE BASE ON
 HZ0339'CAMPUS.  127 FEET SW OF FLAGPOLE.
 HZ0339'
 HZ0339'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 HZ0339'CONCRETE.
 HZ0339'
 HZ0339'REFERENCE MARK NO.1 IS E OF STATION, A STANDARD DISK SET IN CONCRETE
 HZ0339'CURBING ON S SIDE DRIVE THROUGH CAMPUS.  16 FEET S OF CENTER LINE OF
 HZ0339'DRIVE.  51.6 FEET ENE OF FRONT ENTRANCE OF ADMINISTRATION BUILDING.
 HZ0339'24.6 FEET W OF NE CORNER OF ADMINSTRATION BUILDING.
 HZ0339'
 HZ0339'REFERENCE MARK NO.2 IS SSW OF STATION, A STANDARD DISK SET IN
 HZ0339'CONCRETE CURBING.  13.3 FEET W OF CENTER LINE OF DRIVE PAST W SIDE OF
 HZ0339'ADMINISTRATION BUILDING.  35.5 FEET NW OF W ENTRANCE TO
 HZ0339'ADMINISTRATION BUILDING.  31.8 FEET S OF CENTER LINE OF DRIVE PAST
 HZ0339'FRONT OF BUILDING.
 HZ0339'
 HZ0339'AZIMUTH MARK IS W OF STATION, A STANDARD DISK SET IN CONCRETE
 HZ0339'CURBING. 21 FEET W OF CENTER LINE OF UPPER STREET.  51 FEET N OF
 HZ0339'ENTRANCE OF UNIVERSITY OF KENTUCKY TRAINING SCHOOL 100 FEET N OF
 HZ0339'CENTER LINE OF SCOTT STREET.  177 FEET W OF CENTER LINE OF
 HZ0339'LIMESTONE STREET.
 HZ0339'
 HZ0339'SOUTH MONUMENT (CWA TRAVERSE STATION) IS A STONE POST PROJECTING 3
 HZ0339'INCHES ABOVE THE GROUND WITH AN IRON BOLT SET IN CENTER.  IT IS W OF
 HZ0339'STATION IN FRONT OF ADMINISTRATION BUILDING AND ABOUT HALFWAY
 HZ0339'BETWEEN IT AND LIMESTONE STREET.  8 FEET S OF S EDGE OF MACADAM.
 HZ0339'
 HZ0339'TO REACH STATION FROM THE CORNER OF MAIN AND LIMESTONE STREETS (ALSO
 HZ0339'THE INTERSECTION OF HIGHWAYS 60 AND 27) GO SW ON LIMESTONE STREET
 HZ0339'(U.S. HIGHWAY 27) FOR 0.6 MILES TO GATE TO LEFT AT CAMPUS.  TURN LEFT
 HZ0339'AND GO 0.15 MILE TO ADMINSTRATION BUILDING AND STATION.
 HZ0339'
 HZ0339'A 103 FOOT TOWER WILL CLEAR ALL LINES.
 HZ0339
 HZ0339                          STATION RECOVERY (1971)
 HZ0339
 HZ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HZ0339'THE STATION MARK AND THE AZIMUTH MARK ONLY WERE RECOVERED.  REFERENCE
 HZ0339'MARK NO.1 AND REFERENCE MARK NO.2 WERE DESTROYED DURING THE
 HZ0339'CONSTRUCTION OF A NEW SIDEWALK ALONG UNIVERSITY DRIVE.  SOUTH
 HZ0339'MONUMENT (CWA) TRAVERSE WAS DESTROYED BY SEWER CONSTRUCTION AND A NEW
 HZ0339'MONUMENT ESTABLISHED BY U.K. SURVEYS.  NORTH MONUMENT (CWA) TRAVERSE
 HZ0339'WAS ALSO DESTROYED BY SEWER CONSTRUCTION AND A NEW MONUMENT
 HZ0339'ESTABLISHED BY U.K. SURVEYS.  AT THE REQUEST OF THE UNIVERSITY
 HZ0339'ENGINEERS, THESE NEW MONUMENTS WERE CUT IN AND MEASUREMENTS MADE
 HZ0339'TO THEM USING A 300 FOOT STEEL TAPE.  A NEW REFERENCE MARK NO 3 WAS
 HZ0339'ESTABLISHED THIS DATE AND EXISTING U.K. 10 1932 AND USC AND GS AND
 HZ0339'SS MARK WERE USED AS ADDITIONAL REFERENCE MARKS.
 HZ0339'
 HZ0339'THE STATION WAS THEN OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED
 HZ0339'USING LEXINGTON, G.F. VAUGHN TOBACCO CO. WATER TANK AS THE INITAL.
 HZ0339'IN CHECKING THE HORIZONTAL ANGLE BETWEEN THE AZIMUTH MARK AND THE
 HZ0339'LIGGETT AND MEYERS TOBACCO CO WATER TANK AS OBSERVED IN 1935 THE
 HZ0339'ANGLE CHECKED NEARLY FLAT, 00.2 SEC.  THE LEXINGTON, R J REYNOLDS
 HZ0339'TOBACCO CO. WATER TANK OBSERVED UPON IN 1935 HAS SINCE BEEN
 HZ0339'DISMANTLED.
 HZ0339'
 HZ0339'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 HZ0339'
 HZ0339'THE STATION IS LOCATED ON THE CAMPUS OF THE UNIVERSITY OF KENTUCKY IN
 HZ0339'A SMALL PARK AREA IN FRONT OF THE ADMINISTRATION BUILDING.
 HZ0339'
 HZ0339'NO STATION TO REACH DEEMED NECESSARY.
 HZ0339'
 HZ0339'THE STATION IS 127 FEET SOUTHWEST OF THE CAMPUS FLAGPOLE, 73 FEET
 HZ0339'WEST NORTHWEST OF THE NORTH ENTRANCE INTO THE ADMINISTRATION
 HZ0339'BUILDING, 60 FEET SOUTHWEST OF A 60 INCH BLACK OAK, 53.5 FEET
 HZ0339'NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE SIDEWALK, 47 FEET
 HZ0339'SOUTHEAST OF A 28 INCH MAPLE, 22 FEET NORTHWEST OF THE NORTHWEST
 HZ0339'CURB OF UNIVERSITY DRIVE, AND 11 FEET NORTH OF A 9 INCH BEECH
 HZ0339'TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 14 INCH, ROUND,
 HZ0339'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MCVEY 1935 975.008.
 HZ0339'
 HZ0339'REFERENCE MARK NO.3 IS 25 FEET NORTHWEST OF THE NORTHWEST CURB OF
 HZ0339'UNIVERSITY DRIVE, 13 FEET SOUTHEAST OF THE CENTER OF A TELEPHONE
 HZ0339'CABLE MANHOLE COVER, 9.5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF A
 HZ0339'CONCRETE SIDEWALK, AND 2.0 FEET SOUTHWEST OF THE NORTHEAST EDGE OF
 HZ0339'THE CONCRETE SIDEWALK.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 HZ0339'HOLE IN A NORTHWEST SOUTHEAST SIDEWALK AND THE DISK IS STAMPED MCVEY
 HZ0339'1935 NO 3 1971.
 HZ0339'
 HZ0339'UK 10 1932 USED AS A REFERENCE MARK IS 66 FEET WEST OF A 60-INCH
 HZ0339'BLACK OAK TREE, 60.5 FEET NORTHEAST OF THE NORTHEAST EDGE OF A
 HZ0339'CONCRETE SIDEWALK, 43.5 FEET WEST-NORTHWEST OF THE STONE BASE FOR A
 HZ0339'LARGE CANNON, AND 20.5 FEET NORTH NORTHWEST OF A 28 INCH MAPLE
 HZ0339'TREE.  IT IS A METAL PLATE SET IN THE TOP OF AN 8-INCH, SQUARE,
 HZ0339'FLUSH, CONCRETE MONUMENT AND HAS THE RAISED LETTERS UK 10 1932 CAST
 HZ0339'ON IT.
 HZ0339'
 HZ0339'C AND GS AND STATE SURVEY MARK WAS ALSO USED AS A REFERENCE MARK.  IT
 HZ0339'IS 51 FEET SOUTH OF A 28-INCH MAPLE, 47 FEET NORTHWEST OF THE
 HZ0339'NORTHWEST CURB OF UNIVERSITY DRIVE, 10 FEET NORTHWEST OF THE CENTER
 HZ0339'OF A TELEPHONE CABLE MANHOLE COVER, 5.8 FEET NORTHEAST OF THE
 HZ0339'SOUTHEAST EDGE OF A CONCRETE SIDEWALK, AND 4 FEET SOUTHWEST OF THE
 HZ0339'NORTHEAST EDGE OF THE CONCRETE SIDEWALK.  IT IS A USC AND GS AND
 HZ0339'STATE SURVEY DISK SET IN THE TOP OF A CONCRETE MONUMENT ABOUT 1
 HZ0339'INCH BELOW THE SURFACE OF THE NORTHWEST SOUTHEAST CONCRETE SIDEWALK
 HZ0339'AND BEARS NO STAMPING.
 HZ0339'
 HZ0339'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO.3 AND UK
 HZ0339'10 1932 IS 81.58 FEET 24.864 METERS.
 HZ0339'
 HZ0339'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO.3 AND C
 HZ0339'AND GS AND STATE SURVEY MARK IS 22.32 FEET 6.803 METERS.
 HZ0339'
 HZ0339'DUE TO A TREE ON LINE THE DISTANCE BETWEEN UK 10 1932 AND C AND GS
 HZ0339'AND STATE SURVEY MARK COULD NOT BE MEASURED.
 HZ0339'
 HZ0339'NORTH MONUMENT (NEW) IS 45 FEET NORTHEAST OF A 36-INCH WATER OAK,
 HZ0339'18.7 FEET SOUTHEAST OF THE NORTHWEST EDGE OF A ROCK RETAINING WALL
 HZ0339'ALONG THE SOUTHEAST EDGE OF LIMESTONE STREET, 8.3 FEET NORTH OF
 HZ0339'THE CENTER OF A METAL COVER FOR A TELEPHONE CABLE MANHOLE, AND 5.2
 HZ0339'FEET SOUTH SOUTHEAST OF A UK UTILITY MARKER POST.  IT IS A 1-INCH
 HZ0339'IRON ROD SET IN AN 8-INCH, ROUND, FLUSH CONCRETE MONUMENT AND HAS A
 HZ0339'PUNCH MARK NEAR THE CENTER OF THE ROD AND N. MON. STAMPED IN THE
 HZ0339'ROD.
 HZ0339'
 HZ0339'SOUTH MONUMENT (NEW) IS 47 FEET WEST NORTHWEST OF AN 18-INCH BLACK
 HZ0339'OAK, 38 FEET SOUTHWEST OF A 16-INCH WHITE OAK, 14 FEET NORTH OF A 20
 HZ0339'INCH TULIP POPLAR, AND 8.7 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A
 HZ0339'CONCRETE SIDEWALK.  IT IS AN ALUMINUM DISK SET IN THE TOP OF A 5
 HZ0339'INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS DIE CASTE
 HZ0339'KENTUCKY DIVISION OF WATER.
 HZ0339'
 HZ0339'THE AZIMUTH MARK IS 55 FEET NORTH-NORTHEAST OF A PEDESTRIAN WALK
 HZ0339'SIGNAL AT THE JUNCTION OF CONCRETE SIDEWALKS, 24 FEET WEST-NORTHWEST
 HZ0339'OF THE APPROXIMATE CENTER OF UPPER STREET, 21 FEET EAST OF A 20 INCH
 HZ0339'TULIP POPLAR, AND SOUTHEAST OF THE TAYLOR EDUCATIONAL BUILDING.  IT
 HZ0339'IS A STANDARD DISK CEMENTED IN A DRILL HOLE NEAR THE EDGE OF A
 HZ0339'CONCRETE SIDEWALK AND THE DISK IS STAMPED MCVEY 1935. NO
 HZ0339'TO REACH DEEMED NECESSARY.
 HZ0339
 HZ0339                          STATION RECOVERY (1971)
 HZ0339
 HZ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HZ0339'AT LEXINGTON.
 HZ0339'THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT THE MC VEY
 HZ0339'1935 TRIANGULATION STATION SITE ON THE UNIVERSITY OF KENTUCKY CAMPUS,
 HZ0339'127 FEET SOUTHWEST OF THE CAMPUS FLAGPOLE, 73 FEET WEST-NORTHWEST
 HZ0339'OF THE NORTH ENTRANCE OF THE ADMINISTRATION BUILDING, 60 FEET
 HZ0339'SOUTHWEST OF A 60-INCH BLACK OAK, 53.5 FEET NORTHEAST OF THE
 HZ0339'NORTHEAST EDGE OF A CONCRETE SIDEWALK, 47 FEET SOUTHEAST OF A
 HZ0339'28-INCH MAPLE, 28 FEET SOUTHWEST OF THE SOUTH CORNER OF THE STONE
 HZ0339'BASE FOR A LARGE TROPHY CANNON, 22 FEET NORTHWEST OF THE NORTHWEST
 HZ0339'CURB OF UNIVERSITY DRIVE, AND 11 FEET NORTH OF A 9-INCH BEECH TREE.
 HZ0339'IT IS A STANDARD TRIANGULATION STATION MARK DISK SET IN THE TOP OF
 HZ0339'A 14-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 HZ0339'MCVEY 1935 975.000.
 HZ0339
 HZ0339                          STATION RECOVERY (1973)
 HZ0339
 HZ0339'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1973
 HZ0339'THE STATION, AZIMUTH AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN
 HZ0339'RECOVERY NOTE OF 1971 AND ARE ALL IN GOOD CONDITION.  THE
 HZ0339'DESCRIPTION IN 1971 IS SUFFICIENT FOR ALL MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2165 ***********************************************************************
 GZ2165  DESIGNATION -  MELL
 GZ2165  PID         -  GZ2165
 GZ2165  STATE/COUNTY-  KY/METCALFE
 GZ2165  USGS QUAD   -  EAST FORK (1973)
 GZ2165
 GZ2165                         *CURRENT SURVEY CONTROL
 GZ2165  ___________________________________________________________________
 GZ2165* NAD 83(1993)-  37 06 00.49070(N)    085 32 08.58852(W)     ADJUSTED  
 GZ2165* NAVD 88     -       322.100  (meters)    1056.76   (feet)  ADJUSTED  
 GZ2165  ___________________________________________________________________
 GZ2165  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GZ2165  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GZ2165  DYNAMIC HT  -         321.848 (meters)    1055.93  (feet)  COMP
 GZ2165  MODELED GRAV-     979,836.6   (mgal)                       NAVD 88
 GZ2165
 GZ2165  HORZ ORDER  -  SECOND
 GZ2165  VERT ORDER  -  SECOND    CLASS 0
 GZ2165
 GZ2165.The horizontal coordinates were established by classical geodetic methods
 GZ2165.and adjusted by the National Geodetic Survey in December 1995..
 GZ2165
 GZ2165.The orthometric height was determined by differential leveling
 GZ2165.and adjusted by the National Geodetic Survey in June 1991..
 GZ2165
 GZ2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2165
 GZ2165.The geoid height was determined by GEOID03.
 GZ2165
 GZ2165.The dynamic height is computed by dividing the NAVD 88
 GZ2165.geopotential number by the normal gravity value computed on the
 GZ2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2165.degrees latitude (g = 980.6199 gals.).
 GZ2165
 GZ2165.The modeled gravity was interpolated from observed gravity values.
 GZ2165
 GZ2165;                    North         East     Units Scale Factor Converg.
 GZ2165;SPC KY1Z     - 1,085,125.596 1,519,048.373   MT  0.99999602   +0 07 53.6
 GZ2165;SPC KY1Z     - 3,560,116.23  4,983,744.54   sFT  0.99999602   +0 07 53.6
 GZ2165;SPC KY S     -   585,116.413   519,047.567   MT  0.99995370   +0 07 47.8
 GZ2165;SPC KY S     - 1,919,669.43  1,702,908.56   sFT  0.99995370   +0 07 47.8
 GZ2165;UTM  16      - 4,106,983.988   630,118.805   MT  0.99980857   +0 53 00.2
 GZ2165
 GZ2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2165!SPC KY1Z     -   0.99995436  x   0.99999602  =   0.99995038
 GZ2165!SPC KY S     -   0.99995436  x   0.99995370  =   0.99990806
 GZ2165!UTM  16      -   0.99995436  x   0.99980857  =   0.99976294
 GZ2165
 GZ2165:                Primary Azimuth Mark                     Grid Az
 GZ2165:SPC KY1Z     -  MELL AZ MK                               040 01 01.1
 GZ2165:SPC KY S     -  MELL AZ MK                               040 01 06.9
 GZ2165:UTM  16      -  MELL AZ MK                               039 15 54.5
 GZ2165
 GZ2165|---------------------------------------------------------------------|
 GZ2165| PID    Reference Object                     Distance      Geod. Az  |
 GZ2165|                                                           dddmmss.s |
 GZ2165| GZ2169 MELL AZ MK                                         0400854.7 |
 GZ2165| GZ2167 MELL RM 1                            14.732 METERS 18458     |
 GZ2165| GZ2166 MELL RM 2                            16.587 METERS 29853     |
 GZ2165|---------------------------------------------------------------------|
 GZ2165
 GZ2165                          SUPERSEDED SURVEY CONTROL
 GZ2165
 GZ2165  NAD 83(1986)-  37 06 00.50043(N)    085 32 08.59770(W) AD(       ) 2
 GZ2165  NAD 27      -  37 06 00.28900(N)    085 32 08.71600(W) AD(       ) 2
 GZ2165  NGVD 29 (??/??/92)  322.247  (m)         1057.24   (f) ADJ UNCH    2 0
 GZ2165
 GZ2165.Superseded values are not recommended for survey control.
 GZ2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2165.See file dsdata.txt to determine how the superseded data were derived.
 GZ2165
 GZ2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG3011906984(NAD 83)
 GZ2165_MARKER: DS = TRIANGULATION STATION DISK
 GZ2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2165_STAMPING: MELL 1951
 GZ2165_MARK LOGO: CGS   
 GZ2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2165+STABILITY: SURFACE MOTION
 GZ2165
 GZ2165  HISTORY     - Date     Condition        Report By
 GZ2165  HISTORY     - 1951     MONUMENTED       CGS
 GZ2165  HISTORY     - 1951     GOOD             CGS
 GZ2165  HISTORY     - 20010426 MARK NOT FOUND   KYDT
 GZ2165
 GZ2165                          STATION DESCRIPTION
 GZ2165
 GZ2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2165'STATION IS LOCATED ABOUT 12 MILES SOUTH OF GREENSBURG, 12 MILES WEST
 GZ2165'OF COLUMBIA, 10 MILES NORTHEAST OF EDMONTON AND 1 MILE SOUTH OF THE
 GZ2165'SMALL SETTLEMENT OF MELL ON LAND OWNED BY MR. JACK JONES. IT IS SET
 GZ2165'IN A BARN YARD ABOUT 0.05 MILE WEST OF THE JONES FARM HOUSE, 43.5
 GZ2165'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF BARN, 34 FEET SOUTH OF THE
 GZ2165'SOUTHEAST CORNER OF BARN AND 8.5 FEET WEST OF FENCE LINE. THE
 GZ2165'MARK IS SET FLUSH WITH THE GROUND SURFACE AND THE DISK
 GZ2165'STAMPED---MELL 1951.
 GZ2165'
 GZ2165'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF FENCE LINE, SET IN THE EAST
 GZ2165'EDGE OF FIELD 12 FEET WEST OF THE CENTER OF LANE INTO BARN YARD. THE
 GZ2165'MARK IS SET FLUSH WITH THE GROUND SURFACE AND THE DISK
 GZ2165'STAMPED---MELL NO 1 1951.
 GZ2165'
 GZ2165'REFERENCE MARK NO. 2 IS 15 FEET WEST OF THE SOUTHWEST CORNER OF BARN,
 GZ2165'1 FOOT WEST OF FENCE LINE, SET IN THE EAST EDGE OF FIELD 6 FEET
 GZ2165'WEST OF THE CENTER OF FARM ROAD THROUGH BARN YARD. THE MARK IS SET
 GZ2165'FLUSH WITH THE GROUND AND THE DISK STAMPED---MELL NO 2 1951.
 GZ2165'
 GZ2165'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTER OF GRAVELED ROAD AND
 GZ2165'2 FEET WEST OF WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2
 GZ2165'INCHES AND THE DISK STAMPED---MELL 1951.
 GZ2165'
 GZ2165'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY NO. 68 AND
 GZ2165'STATE HIGHWAYS NO. 61 AND 70 ABOUT 1.3 MILES SOUTH OF GREENSBURG,
 GZ2165'GO SOUTHWEST ON U.S.HIGHWAY NO. 68 AND STATE HIGHWAY NO. 70 FOR 7.35
 GZ2165'MILES TO GRAVELED ROAD FORK TO THE LEFT JUST AFTER PASSING A
 GZ2165'CHURCH HOUSE ON THE RIGHT, KEEP LEFT ON GRAVELED ROAD AND GO STRAIGHT
 GZ2165'AHEAD THROUGH SMALL VILLAGE FOR 3.55 MILES TO SIDE ROAD RIGHT,
 GZ2165'CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.5 MILE TO THE SMALL
 GZ2165'SETTLEMENT OF MELL, CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.55
 GZ2165'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 GZ2165'STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.4 MILE TO SIDE ROAD LEFT,
 GZ2165'CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.1 MILE TO SIDE ROAD
 GZ2165'LEFT LEADING UP TO BARN ON HILL, TURN LEFT FOR 0.05 MILE TO GATE AT
 GZ2165'THE NORTHWEST CORNER OF BARN, PASS THROUGH GATE AND CONTINUE AROUND
 GZ2165'TO THE SOUTH END OF BARN TO STATION AS DESCRIBED.
 GZ2165'
 GZ2165'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GZ2165
 GZ2165                          STATION RECOVERY (1951)
 GZ2165
 GZ2165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ2165'1.8 MI NW FROM KELTNER.
 GZ2165'ABOUT 0.45 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ2165'AT KELTNER, THENCE ABOUT 1.2 MILES NORTHWEST ALONG A DIRT ROAD,
 GZ2165'THENCE ABOUT 0.1 MILE SOUTHWEST ALONG A GRAVEL ROAD, ABOUT 1.0
 GZ2165'MILE SOUTHWEST OF POST OFFICE AT MELL, IN A BARN LOT ON TOP OF
 GZ2165'A KNOLL, 271 FEET SOUTH OF CENTER LINE OF ROAD, 34 1/2 FEET
 GZ2165'SOUTH OF SOUTHEAST CORNER OF BARN, 44 FEET SOUTHEAST OF SOUTHWEST
 GZ2165'CORNER OF BARN, 8 FEET WEST OF A FENCE LINE, 24 FEET EAST OF A
 GZ2165'FENCE LINE, 49 FEET NORTHEAST OF RM NO. 1, 55 FEET SOUTHEAST
 GZ2165'OF RM NO. 2, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 GZ2165'THE GROUND.
 GZ2165
 GZ2165                          STATION RECOVERY (2001)
 GZ2165
 GZ2165'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2165'PROPERTY OWNER STATED MARK WAS DESTROYED AND DISCARDED 30-40 YEARS AGO
 GZ2165'DURING BARN CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2169 ***********************************************************************
 GZ2169  DESIGNATION -  MELL AZ MK
 GZ2169  PID         -  GZ2169
 GZ2169  STATE/COUNTY-  KY/METCALFE
 GZ2169  USGS QUAD   -  EAST FORK (1973)
 GZ2169
 GZ2169                         *CURRENT SURVEY CONTROL
 GZ2169  ___________________________________________________________________
 GZ2169* NAD 83(1986)-  37 06 15.     (N)    085 31 52.     (W)     SCALED    
 GZ2169* NAVD 88     -       317.901  (meters)    1042.98   (feet)  ADJUSTED  
 GZ2169  ___________________________________________________________________
 GZ2169  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GZ2169  DYNAMIC HT  -         317.651 (meters)    1042.16  (feet)  COMP
 GZ2169  MODELED GRAV-     979,837.2   (mgal)                       NAVD 88
 GZ2169
 GZ2169  VERT ORDER  -  SECOND    CLASS 0
 GZ2169
 GZ2169.The horizontal coordinates were scaled from a topographic map and have
 GZ2169.an estimated accuracy of +/- 6 seconds.
 GZ2169
 GZ2169.The orthometric height was determined by differential leveling
 GZ2169.and adjusted by the National Geodetic Survey in June 1991..
 GZ2169
 GZ2169.The geoid height was determined by GEOID03.
 GZ2169
 GZ2169.The dynamic height is computed by dividing the NAVD 88
 GZ2169.geopotential number by the normal gravity value computed on the
 GZ2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2169.degrees latitude (g = 980.6199 gals.).
 GZ2169
 GZ2169.The modeled gravity was interpolated from observed gravity values.
 GZ2169
 GZ2169;                    North         East    Units  Estimated Accuracy
 GZ2169;SPC KY1Z     - 1,085,570.    1,519,460.      MT  (+/- 180 meters Scaled)
 GZ2169
 GZ2169                          SUPERSEDED SURVEY CONTROL
 GZ2169
 GZ2169  NGVD 29 (??/??/92)  318.047  (m)         1043.46   (f) ADJ UNCH    2 0
 GZ2169
 GZ2169.Superseded values are not recommended for survey control.
 GZ2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2169.See file dsdata.txt to determine how the superseded data were derived.
 GZ2169
 GZ2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG305074(NAD 83)
 GZ2169_MARKER: DZ = AZIMUTH MARK DISK
 GZ2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2169_STAMPING: MELL 1951
 GZ2169_MARK LOGO: CGS   
 GZ2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2169+STABILITY: SURFACE MOTION
 GZ2169
 GZ2169  HISTORY     - Date     Condition        Report By
 GZ2169  HISTORY     - 1951     MONUMENTED       CGS
 GZ2169  HISTORY     - 20010426 MARK NOT FOUND   KYDT
 GZ2169
 GZ2169                          STATION DESCRIPTION
 GZ2169
 GZ2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2169'1.9 MI NW FROM KELTNER.
 GZ2169'ABOUT 0.45 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 GZ2169'KELTNER, THENCE ABOUT 1.2 MILES NORTHWEST ALONG A DIRT ROAD, THENCE
 GZ2169'ABOUT 0.25 MILE NORTH ALONG A GRAVEL ROAD, ABOUT 0.65 MILE
 GZ2169'SOUTH OF THE POST OFFICE AT MELL, 20 FEET SOUTHEAST OF CENTER
 GZ2169'LINE OF ROAD, ABOUT 0.65 MILE SOUTH OF THE POST OFFICE AT MELL,
 GZ2169'20 FEET SOUTHEAST OF CENTER LINE OF ROAD, 89 FEET NORTHEAST OF
 GZ2169'THE CENTER OF JUNCTION OF DRIVE NORTHWEST, 168 FEET SOUTHWEST
 GZ2169'OF A POWER POLE AT CROSSING OF POWER LINES, 70 1/2 FEET SOUTH
 GZ2169'AND ACROSS ROAD FROM A FENCE CORNER, 2 FEET SOUTHWEST OF A WHITE
 GZ2169'WOODENW WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE
 GZ2169'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GZ2169
 GZ2169                          STATION RECOVERY (2001)
 GZ2169
 GZ2169'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2929 ***********************************************************************
 GZ2929  DESIGNATION -  MERSHONS
 GZ2929  PID         -  GZ2929
 GZ2929  STATE/COUNTY-  KY/LAUREL
 GZ2929  USGS QUAD   -  PARROT (1976)
 GZ2929
 GZ2929                         *CURRENT SURVEY CONTROL
 GZ2929  ___________________________________________________________________
 GZ2929* NAD 83(1993)-  37 15 56.36549(N)    084 06 29.33908(W)     ADJUSTED  
 GZ2929* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 GZ2929  ___________________________________________________________________
 GZ2929  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 GZ2929  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GZ2929
 GZ2929  HORZ ORDER  -  SECOND
 GZ2929
 GZ2929.The horizontal coordinates were established by classical geodetic methods
 GZ2929.and adjusted by the National Geodetic Survey in December 1995..
 GZ2929
 GZ2929.The orthometric height was scaled from a topographic map.
 GZ2929
 GZ2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2929
 GZ2929.The geoid height was determined by GEOID03.
 GZ2929
 GZ2929;                    North         East     Units Scale Factor Converg.
 GZ2929;SPC KY1Z     - 1,104,754.015 1,645,620.693   MT  0.99996136   +1 00 28.9
 GZ2929;SPC KY1Z     - 3,624,513.80  5,399,007.22   sFT  0.99996136   +1 00 28.9
 GZ2929;SPC KY S     -   604,728.908   645,618.655   MT  0.99994611   +0 59 44.6
 GZ2929;SPC KY S     - 1,984,014.76  2,118,167.20   sFT  0.99994611   +0 59 44.6
 GZ2929;UTM  16      - 4,128,263.693   756,436.835   MT  1.00041013   +1 45 07.2
 GZ2929
 GZ2929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2929!SPC KY1Z     -   0.99994126  x   0.99996136  =   0.99990262
 GZ2929!SPC KY S     -   0.99994126  x   0.99994611  =   0.99988737
 GZ2929!UTM  16      -   0.99994126  x   1.00041013  =   1.00035136
 GZ2929
 GZ2929|---------------------------------------------------------------------|
 GZ2929| PID    Reference Object                     Distance      Geod. Az  |
 GZ2929|                                                           dddmmss.s |
 GZ2929| DB9729 MERSHONS RM 1                        17.307 METERS 02246     |
 GZ2929| DB9730 MERSHONS RM 2                        16.825 METERS 22220     |
 GZ2929| GZ2930 SAND HILL LOOKOUT TOWER             APPROX.11.5 KM 2770804.2 |
 GZ2929|---------------------------------------------------------------------|
 GZ2929
 GZ2929                          SUPERSEDED SURVEY CONTROL
 GZ2929
 GZ2929  NAD 83(1986)-  37 15 56.37234(N)    084 06 29.34369(W) AD(       ) 2
 GZ2929  NAD 27      -  37 15 56.05800(N)    084 06 29.58400(W) AD(       ) 2
 GZ2929
 GZ2929.Superseded values are not recommended for survey control.
 GZ2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2929.See file dsdata.txt to determine how the superseded data were derived.
 GZ2929
 GZ2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG5643728264(NAD 83)
 GZ2929_MARKER: DS = TRIANGULATION STATION DISK
 GZ2929_SETTING: 0 = UNSPECIFIED SETTING
 GZ2929
 GZ2929  HISTORY     - Date     Condition        Report By
 GZ2929  HISTORY     - 1951     MONUMENTED       CGS
 GZ2929
 GZ2929                          STATION DESCRIPTION
 GZ2929
 GZ2929'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2929'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF MT. VERNON AND ABOUT 9
 GZ2929'MILES NORTH OF LONDON. IT IS 33 FEET NORTH OF THE NORTHWEST
 GZ2929'CORNER OF A CONCRETE BLOCK BUILDING AND 10 FEET WEST OF A WHITE
 GZ2929'WITNESS POST AND A FENCELINE.  THE MARK IS A CAST IRON PIPE
 GZ2929'4 INCHES IN DIAMTER WHICH PROJECTS 8 INCHES WITH A STANDARD
 GZ2929'TRIANGULATION BRONZE STATION MARK DISK ATOP STAMPED
 GZ2929'MERSHONS 1951.
 GZ2929'
 GZ2929'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A FENCELINE. THE MARK IS A
 GZ2929'CAST IRON PIPE 4 INCHES IN DIAMTER WHICH PROJECTS 4
 GZ2929'INCHES WITH A STANDARD TRIANGULATION BRONZE REFERENCE MARK DISK ATOP
 GZ2929'STAMPED MERSHONS NO 1 1951.
 GZ2929'
 GZ2929'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE SOUTHWEST CORNER OF THE
 GZ2929'CONCRETE BLOCK BUILDING. THE MARK IS A CAST IRON PIPE 4
 GZ2929'INCHES IN DIAMETER WHICH PROJECTS 4 INCHES WITH A STANDARD
 GZ2929'TRIANGLUATION BRONZE REFERENCE MARK DISK ATOP STAMPED
 GZ2929'MERSHONS NO 2 1951.
 GZ2929'
 GZ2929'SAND HILL LOOKOUT TOWER WAS USED AS THE AZIMUTH MARK.
 GZ2929'
 GZ2929'TO REACH THE STATION FROM THE INTERSECTION OF L. AND N. RAILROAD AND
 GZ2929'U.S. HIGHWAY NO. 25 IN MT. VERNON, GO SOUTHEAST ON U.S.
 GZ2929'HIGHWAY NO. 25 FOR 9.35 MILES TO THE JUNCTION OF OLD U.S. HIGHWAY NO.
 GZ2929'25 IN LIVINGSTON, TURN LEFT AND CROSS BRIDGE AND GO 11.5
 GZ2929'MILES ON OLD U.S. HIGHWAY NO. 25 TO A HOUSE AND STORE ON THE LEFT AND
 GZ2929'END OF TRUCK TRAVEL, FROM THIS POINT PACK EAST UP HILL TO
 GZ2929'THE TOP OF HILL AND THE STATION AS DESCRIBED.
 GZ2929'
 GZ2929'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2650 ***********************************************************************
 GA2650  CBN         -  This is a Cooperative Base Network Control Station.
 GA2650  DESIGNATION -  MID
 GA2650  PID         -  GA2650
 GA2650  STATE/COUNTY-  KY/BELL
 GA2650  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2650
 GA2650                         *CURRENT SURVEY CONTROL
 GA2650  ___________________________________________________________________
 GA2650* NAD 83(1993)-  36 36 27.78899(N)    083 44 11.94647(W)     ADJUSTED  
 GA2650* NAVD 88     -       347.479  (meters)    1140.02   (feet)  ADJUSTED  
 GA2650  ___________________________________________________________________
 GA2650  X           -     559,274.395 (meters)                     COMP
 GA2650  Y           -  -5,095,727.940 (meters)                     COMP
 GA2650  Z           -   3,782,725.887 (meters)                     COMP
 GA2650  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 GA2650  ELLIP HEIGHT-         317.12  (meters)          (07/14/04) GPS OBS
 GA2650  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GA2650  DYNAMIC HT  -         347.177 (meters)    1139.03  (feet)  COMP
 GA2650  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 GA2650
 GA2650  HORZ ORDER  -  B
 GA2650  VERT ORDER  -  SECOND    CLASS 0
 GA2650  ELLP ORDER  -  THIRD     CLASS II
 GA2650
 GA2650.The horizontal coordinates were established by GPS observations
 GA2650.and adjusted by the National Geodetic Survey in September 1994..
 GA2650
 GA2650.The orthometric height was determined by differential leveling
 GA2650.and adjusted by the National Geodetic Survey in June 1991..
 GA2650
 GA2650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA2650
 GA2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2650
 GA2650.The ellipsoidal height was determined by GPS observations
 GA2650.and is referenced to NAD 83.
 GA2650
 GA2650.The geoid height was determined by GEOID03.
 GA2650
 GA2650.The dynamic height is computed by dividing the NAVD 88
 GA2650.geopotential number by the normal gravity value computed on the
 GA2650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2650.degrees latitude (g = 980.6199 gals.).
 GA2650
 GA2650.The modeled gravity was interpolated from observed gravity values.
 GA2650
 GA2650;                    North         East     Units Scale Factor Converg.
 GA2650;SPC KY1Z     - 1,032,397.462 1,680,140.544   MT  1.00014770   +1 14 10.0
 GA2650;SPC KY1Z     - 3,387,124.01  5,512,261.10   sFT  1.00014770   +1 14 10.0
 GA2650;SPC KY S     -   532,369.087   680,118.814   MT  1.00002517   +1 13 15.7
 GA2650;SPC KY S     - 1,746,614.25  2,231,356.48   sFT  1.00002517   +1 13 15.7
 GA2650;SPC TN       -   254,691.374   802,484.567   MT  1.00003947   +1 19 30.2
 GA2650;SPC TN       -   835,599.95  2,632,818.12   sFT  1.00003947   +1 19 30.2
 GA2650;SPC VA S     - 1,043,441.404 3,031,718.222   MT  1.00003265   -3 10 41.7
 GA2650;SPC VA S     - 3,423,357.34  9,946,562.20   sFT  1.00003265   -3 10 41.7
 GA2650;UTM  17      - 4,054,844.227   255,231.219   MT  1.00033819   -1 37 58.0
 GA2650
 GA2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2650!SPC KY1Z     -   0.99995023  x   1.00014770  =   1.00009793
 GA2650!SPC KY S     -   0.99995023  x   1.00002517  =   0.99997540
 GA2650!SPC TN       -   0.99995023  x   1.00003947  =   0.99998970
 GA2650!SPC VA S     -   0.99995023  x   1.00003265  =   0.99998288
 GA2650!UTM  17      -   0.99995023  x   1.00033819  =   1.00028841
 GA2650
 GA2650|---------------------------------------------------------------------|
 GA2650| PID    Reference Object                     Distance      Geod. Az  |
 GA2650|                                                           dddmmss.s |
 GA2650| GA2651 MID RM 1                             14.670 METERS 08738     |
 GA2650| GA3599 VIRGINIA CORNER 2 RESET             APPROX. 5.5 KM 0975912.2 |
 GA2650| AI7065 MID RM 3                             29.337 METERS 11458     |
 GA2650| GA2652 MID RM 2                             21.655 METERS 17200     |
 GA2650| AI7063 MID AZ MK 2                                        20120     |
 GA2650| AI7064 MID AZ MK RESET                                    3010615.7 |
 GA2650| AI7062 MID AZ MK                                          3264346.8 |
 GA2650|---------------------------------------------------------------------|
 GA2650
 GA2650                          SUPERSEDED SURVEY CONTROL
 GA2650
 GA2650  ELLIP H (08/14/01)  317.06   (m)                       GP(       ) 4 1
 GA2650  ELLIP H (09/07/94)  317.08   (m)                       GP(       ) 4 1
 GA2650  NAD 83(1986)-  36 36 27.79613(N)    083 44 11.94547(W) AD(       ) 3
 GA2650  NAD 27      -  36 36 27.51818(N)    083 44 12.23970(W) AD(       ) 3
 GA2650  NAVD 88 (09/07/94)  347.48   (m)         1140.0    (f) LEVELING    3  
 GA2650  NGVD 29 (??/??/92)  347.628  (m)         1140.51   (f) ADJ UNCH    2 0
 GA2650
 GA2650.Superseded values are not recommended for survey control.
 GA2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2650.See file dsdata.txt to determine how the superseded data were derived.
 GA2650
 GA2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5523154844(NAD 83)
 GA2650_MARKER: DS = TRIANGULATION STATION DISK
 GA2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2650_SP_SET: CONCRETE POST
 GA2650_STAMPING: MID 1950 1140.510
 GA2650_MARK LOGO: CGS   
 GA2650_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA2650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2650+STABILITY: SURFACE MOTION
 GA2650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA2650+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA2650
 GA2650  HISTORY     - Date     Condition        Report By
 GA2650  HISTORY     - 1950     MONUMENTED       CGS
 GA2650  HISTORY     - 1951     GOOD             CGS
 GA2650  HISTORY     - 1957     GOOD             CGS
 GA2650  HISTORY     - 1963     GOOD             CGS
 GA2650  HISTORY     - 1969     GOOD             CGS
 GA2650  HISTORY     - 1989     GOOD             VADHT
 GA2650  HISTORY     - 19930922 GOOD             NGS
 GA2650  HISTORY     - 19930922 GOOD             NGS
 GA2650  HISTORY     - 20000216 GOOD             TUCK
 GA2650  HISTORY     - 20010911 GOOD             KYDT
 GA2650  HISTORY     - 20021124 GOOD             WOOLPT
 GA2650  HISTORY     - 20031010 GOOD             TNDT
 GA2650
 GA2650                          STATION DESCRIPTION
 GA2650
 GA2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA2650'STATION IS LOCATED IN THE WEST SECTION OF MIDDLESBOROUGH ON THE
 GA2650'MIDDLESBOROUGH AIRPORT.  IT
 GA2650'IS 70 FEET NORTHWEST OF THE INTERSECTION OF STATE
 GA2650'HIGHWAY NO.  74 AN AND T-ROAD
 GA2650'SOUTH, 39 FEET NORTH OF THE CENTER OF
 GA2650'HIGHWAY AND 24 FEET NORTH OF A WHITE WITNESS
 GA2650'POST.  THE MARK IS FLUSH
 GA2650'AND THE DISK IS STAMPED---MID 1950.
 GA2650'
 GA2650'REFERENCE MARK NO. 1 IS 35 FEET NORTH OF THE CENTER OF HIGHWAY.  THE
 GA2650'MARK IS FLUSH AND THE
 GA2650'DISK IS STAMPED---MID NO 1 1950.
 GA2650'
 GA2650'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE CENTER OF HIGHWAY AND 9
 GA2650'FEET EAST OF A 18 INCH
 GA2650'MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS
 GA2650'STAMPED---MID NO 2 1950.
 GA2650'
 GA2650'AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 74, 2
 GA2650'FEET SOUTHEAST OF A
 GA2650'WHITE WITNESS POST AND 1 FOOT SOUTH OF AIRFIELD CORNER
 GA2650'MARKER.  THE MARK IS FLUSH AND
 GA2650'THE DISK IS STAMPED---MID 1950.
 GA2650'
 GA2650'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY NO. 25E
 GA2650'BUSINESS ROUTE AND STATE
 GA2650'HIGHWAY NO.  186 AND NO.  74 IN MIDDLESBOROUGH, GO WEST ON
 GA2650'STATE HIGHWAYS NO.  74 AND
 GA2650'NO.  186 FOR 1.0 MILE TO THE INTERSECTION
 GA2650'OF STATE HIGHWAYS NO.  74 AND NO.  186, TURN
 GA2650'RIGHT ON STATE HIGHWAY
 GA2650'NO.74 AND GO NORTH FOR 0.15 MILE TO THE INTERSECTION OF A PAVED
 GA2650'STREET, TURN
 GA2650'LEFT ON STATE HIGHWAY NO.  74 AND GO WEST FOR 0.35 MILE
 GA2650'TO THE STATION ON THE RIGHT AS
 GA2650'DESCRIBED, CONTINUE FOR 0.25 MILE TO
 GA2650'THE AZIMUTH MARK ON THE RIGHT.
 GA2650'
 GA2650'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2650
 GA2650                          STATION RECOVERY (1951)
 GA2650
 GA2650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GA2650'AT MIDDLESBORO.
 GA2650'AT MIDDLESBORO, ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 74 FROM
 GA2650'THE CUMBERLAND HOTEL, AT THE SOUTH EDGE OF THE MIDDLESBORO AIRPORT,
 GA2650'38 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY (DORCHESTER
 GA2650'AVENUE), 57 FEET WEST OF THE PROLONGED CENTER LINE OF 34TH STREET
 GA2650'LEADING SOUTH, 25 1/2 FEET NORTH OF A HIGHWAY CURVE SIGN, 48 FEET
 GA2650'WEST OF RM NO. 1, 71.1 FEET NORTH AND ACROSS THE HIGHWAY FROM RM NO.
 GA2650'2, 78 FEET NORTH-NORTHWEST AND ACROSS HIGHWAY FROM A FIRE HYDRANT
 GA2650'ABOUT 1/2 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GA2650'POST ABOUT FLUSH WITH THE GROUND.
 GA2650
 GA2650                          STATION RECOVERY (1957)
 GA2650
 GA2650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GA2650'RECOVERED IN GOOD CONDITION.
 GA2650
 GA2650                          STATION RECOVERY (1963)
 GA2650
 GA2650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA2650'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD
 GA2650'CONDITION.  REFERENCE MARK NO.  1 AND THE AZIMUTH MARK WERE SEARCHED
 GA2650'FOR BUT COULD NOT BE FOUND AND
 GA2650'ARE THOUGHT TO HAVE BEEN DESTROYED
 GA2650'DURING CONSTRUCTION WORK AT THE AIRPORT.
 GA2650'REFERENCE MARK NO.  3 AND A
 GA2650'NEW AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.  A NEW AND COMPLETE
 GA2650'DESCRIPTION IS AS FOLLOWS.
 GA2650'
 GA2650'THE STATION IS LOCATED IN THE WEST SECTION OF MIDDLESBOROUGH ON THE
 GA2650'MIDDLESBOROUGH AIRPORT GROUNDS.
 GA2650'
 GA2650'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 74 AND STATE
 GA2650'ROUTE 186 IN MIDDLESBORO, GO
 GA2650'WEST ON STATE ROUTE 74 FOR 1.1 MILES TO A PAVED ROAD
 GA2650'RIGHT.  TURN RIGHT AND GO NORTH
 GA2650'FOR 0.1 MILE TO THE INTERSECTION OF
 GA2650'DORCHESTER AVENUE.  TURN LEFT AND GO WEST ON
 GA2650'DORCHESTER AVENUE FOR
 GA2650'0.3 MILE TO AN INTERSECTION AND THE STATION ON THE RIGHT AS DESCRIBED.
 GA2650'
 GA2650'THE STATION IS 70 FEET NORTHWEST OF AN INTERSECTION AND 39 FEET NORTH
 GA2650'OF THE APPROXIMATE CENTER
 GA2650'OF DORCHESTER AVENUE.  IT IS A STANDARD STATION
 GA2650'MARK DISK SET IN A 10-INCH SQUARE,
 GA2650'FLUSH, CONCRETE MONUMENT AND THE
 GA2650'DISK IS STAMPED---MID 1950.
 GA2650'
 GA2650'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA2650'DORCHESTER AVENUE AND 9
 GA2650'FEET EAST OF A 22-INCH MAPLE TREE.  IT IS A STANDARD
 GA2650'REFERENCE MARK DISK SET IN A
 GA2650'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA2650'AND THE DISK IS STAMPED---MID NO 2 1950.
 GA2650'
 GA2650'REFERENCE MARK NO. 3 IS 30 FEET EAST OF THE APPROXIMATE CENTER OF A
 GA2650'PAVED ROAD, 29 FEET NORTH OF
 GA2650'A FENCE CORNER AND 10 FEET SOUTH OF THE APPROXIMATE
 GA2650'CENTER OF DORCHESTER AVENUE.  IT IS
 GA2650'A STANDARD REFERENCE MARK DISK
 GA2650'CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 GA2650'CURBING AND THE
 GA2650'DISK IS STAMPED---MID NO 3 1950.
 GA2650'
 GA2650'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GA2650'GRAVELED DRIVE TO THE
 GA2650'MIDDLESBORO AIRPORT, 23 FEET NORTHEAST OF AN 18-INCH MAPLE
 GA2650'TREE AND 14 FEET WEST OF
 GA2650'THE APPROXIMATE CENTER OF A PAVED ROAD.  IT
 GA2650'IS A STANDARD AZIMUTH MARK DISK CEMENTED IN
 GA2650'A DRILL HOLE IN TOP OF
 GA2650'THE WEST HEADWALL OF AN 8-INCH PIPE CULVERT AND THE DISK IS
 GA2650'STAMPED---MID 1950 RESET 1963.
 GA2650'
 GA2650'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 GA2650'DORCHESTER AVENUE FOR 0.05
 GA2650'MILE TO A PAVED ROAD RIGHT, TURN RIGHT, NORTH, AND GO 0.05
 GA2650'MILE TO THE AZIMUTH MARK ON
 GA2650'THE LEFT AS DESCRIBED.
 GA2650'
 GA2650'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA2650
 GA2650                          STATION RECOVERY (1969)
 GA2650
 GA2650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GA2650'THE STATION MARK AND REFERENCE MARKS 3 AND 2 WERE FOUND AS DESCRIBED
 GA2650'AND IN GOOD
 GA2650'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED
 GA2650'DESTROYED SINCE THE STREET HAS
 GA2650'BEEN THE SITE OF CONSTRUCTION DURING
 GA2650'THE PAST YEAR.  A NEW AZIMUTH MARK WAS SET AND A
 GA2650'POLARIS TAKEN TO
 GA2650'ESTABLISH IT.  THE DESCRIPTION IS GOOD WITH THE FOLLOWING-
 GA2650'
 GA2650'THE STATION MARK IS 56 FEET WEST OF THE CENTERLINE OF AIRPORT
 GA2650'ENTRANCE AND 1
 GA2650'FOOT SOUTH OF A METAL WITNESS POST.
 GA2650'
 GA2650'REFERENCE MARK 2 IS 53 FEET WEST OF THE CENTERLINE OF THE EAST
 GA2650'ENTRANCE ON THE
 GA2650'NORTH SIDE OF THE WEST END ELEMENTARY SCHOOL AND 26
 GA2650'FEET WEST OF A FIRE HYDRANT.
 GA2650'
 GA2650'REFERENCE MARK 3 IS 27 FEET EAST OF THE EAST ENTRANCE TO THE SCHOOL.
 GA2650'
 GA2650'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---MID 1950 1969, SET IN A
 GA2650'DRILL HOLE IN THE
 GA2650'TOP OF A CONCRETE STORM SEWER, 37 FEET NORTH OF THE
 GA2650'CENTERLINE OF CUMBERLAND AVE., 17
 GA2650'FEET EAST OF THE CENTERLINE OF 35TH
 GA2650'STREET, 15 FEET SOUTHWEST OF POWER POLE, 2 FEET EAST
 GA2650'OF THE EAST CURB
 GA2650'OF THE STREET, IN THE NORTHEAST CORNER OF THE SEWER AND AT THE
 GA2650'SOUTHWEST CORNER
 GA2650'OF THE WEST END ELEMENTARY SCHOOL GROUNDS.
 GA2650'
 GA2650'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GA2650
 GA2650                          STATION RECOVERY (1989)
 GA2650
 GA2650'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1989 (JLS)
 GA2650'RECOVERED IN GOOD CONDITION.
 GA2650
 GA2650                          STATION RECOVERY (1993)
 GA2650
 GA2650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GA2650'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH OF THE
 GA2650'KENTUCKY/TENNESSEE STATE LINE, 3.0 MI (4.8 KM) WEST OF THE
 GA2650'KENTUCKY/VIRGINIA STATE LINE, IN THE TOWN OF MIDDLEBORO AND IN FRONT
 GA2650'OF THE MIDDLEBORO AIRPORT. OWNERSHIP--UNKNOWN.
 GA2650'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E (CUMBERLAND
 GA2650'GAP PARKWAY) AND STATE ROUTE 74 (CUMBERLAND AVE) ON THE EAST SIDE OF
 GA2650'MIDDLEBORO, GO WEST ON STATE ROUTE 74 (CUMBERLAND AVE) FOR 0.5 MI
 GA2650'(0.8 KM) TO A RAILROAD OVERPASS, CONTINUE AHEAD WEST ON STATE ROUTE
 GA2650'74 FOR 1.1 MI (1.8 KM) TO 30TH STREET, CONTINUE AHEAD WEST ON STATE
 GA2650'ROUTE 74 FOR 0.4 MI (0.6 KM) TO A PAVED ROAD RIGHT JUST AFTER PASSING
 GA2650'ELEMENTARY SCHOOL ON THE RIGHT, TURN RIGHT AND GO 0.15 MI (0.24 KM)
 GA2650'NORTH ON PAVED ROAD TO DORCHESTER AVENUE, TURN RIGHT AND GO EAST ON
 GA2650'DORCHESTER AVENUE 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT IN FIELD
 GA2650'IN FRONT OF AIRPORT TERMINAL.
 GA2650'LOCATED 17.8 M (58.4 FT) WEST FROM THE CENTERLINE OF DRIVE TO AIRPORT,
 GA2650'12.0 M (39.4 FT) NORTH FROM THE CENTERLINE OF DORCHESTER AVENUE AND
 GA2650'0.5 M (1.6 FT) SOUTH FROM A WITNESS POST.
 GA2650
 GA2650                          STATION RECOVERY (1993)
 GA2650
 GA2650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JDF)
 GA2650'THE STATION MARK, RM 2, RM 3 AND AZ MK 2 1969 WERE FOUND IN GOOD
 GA2650'CONDITION BUT THE AZ MK WOULD SOON BE DESTROYED BY WIDENING OF
 GA2650'CUMBERLAND AVENUE SO DISTANT RM 4 WAS ESTABLISHED ABOUT 170 FT (51.8
 GA2650'M) N OF AZ MK 2.  FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION OF
 GA2650'MID RM 4.  THE AZ MK 2 WAS DESTROYED.
 GA2650
 GA2650                          STATION RECOVERY (2000)
 GA2650
 GA2650'RECOVERY NOTE BY TUCK ENGINEERING INCORPORATED 2000 (SG)
 GA2650'RECOVERED BY TUCK ENGINEERING AS DESCRIBED.
 GA2650
 GA2650                          STATION RECOVERY (2001)
 GA2650
 GA2650'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (FT)
 GA2650'RECOVERED IN GOOD CONDITION.
 GA2650
 GA2650                          STATION RECOVERY (2002)
 GA2650
 GA2650'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GA2650'RECOVERED AS DESCRIBED WITH THESE ADDITIONS.
 GA2650' 
 GA2650'STATION IS LOCATED 17.9 FT N OF EDGE OF PAVEMENT OF DORCHESTER AVE,
 GA2650'55.5 FT EAST OF  CORNER POST OF CHAIN LINK FENCE AROUND STORAGE UNITS
 GA2650'FOR AIRPLANES AT AIRPORT, 20.8 FT  SW FROM NW CORNER OF CONCRETE BASE
 GA2650'FOR SIGN AT ENTRANCE TO AIRPORT, AND 38.9 FT WEST  OF LIGHT POLE.
 GA2650
 GA2650                          STATION RECOVERY (2003)
 GA2650
 GA2650'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA2650'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2651 ***********************************************************************
 GA2651  DESIGNATION -  MID RM 1
 GA2651  PID         -  GA2651
 GA2651  STATE/COUNTY-  KY/BELL
 GA2651  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2651
 GA2651                         *CURRENT SURVEY CONTROL
 GA2651  ___________________________________________________________________
 GA2651* NAD 83(1986)-  36 36 27.     (N)    083 44 12.     (W)     SCALED    
 GA2651* NAVD 88     -       347.461  (meters)    1139.96   (feet)  ADJUSTED  
 GA2651  ___________________________________________________________________
 GA2651  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GA2651  DYNAMIC HT  -         347.159 (meters)    1138.97  (feet)  COMP
 GA2651  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 GA2651
 GA2651  VERT ORDER  -  SECOND    CLASS 0
 GA2651
 GA2651.The horizontal coordinates were scaled from a topographic map and have
 GA2651.an estimated accuracy of +/- 6 seconds.
 GA2651
 GA2651.The orthometric height was determined by differential leveling
 GA2651.and adjusted by the National Geodetic Survey in June 1991..
 GA2651
 GA2651.The geoid height was determined by GEOID03.
 GA2651
 GA2651.The dynamic height is computed by dividing the NAVD 88
 GA2651.geopotential number by the normal gravity value computed on the
 GA2651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2651.degrees latitude (g = 980.6199 gals.).
 GA2651
 GA2651.The modeled gravity was interpolated from observed gravity values.
 GA2651
 GA2651;                    North         East    Units  Estimated Accuracy
 GA2651;SPC KY1Z     - 1,032,370.    1,680,140.      MT  (+/- 180 meters Scaled)
 GA2651
 GA2651                          SUPERSEDED SURVEY CONTROL
 GA2651
 GA2651  NGVD 29 (??/??/92)  347.610  (m)         1140.45   (f) ADJ UNCH    2 0
 GA2651
 GA2651.Superseded values are not recommended for survey control.
 GA2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2651.See file dsdata.txt to determine how the superseded data were derived.
 GA2651
 GA2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA552548(NAD 83)
 GA2651_MARKER: DR = REFERENCE MARK DISK
 GA2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2651_STAMPING: MID NO 1 1950
 GA2651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2651+STABILITY: SURFACE MOTION
 GA2651
 GA2651  HISTORY     - Date     Condition        Report By
 GA2651  HISTORY     - 1950     MONUMENTED       CGS
 GA2651  HISTORY     - 1951     GOOD             NGS
 GA2651  HISTORY     - 1957     MARK NOT FOUND   NGS
 GA2651
 GA2651                          STATION DESCRIPTION
 GA2651
 GA2651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GA2651'AT MIDDLESBORO.
 GA2651'AT MIDDLESBORO, ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 74 FROM
 GA2651'THE CUMBERLAND HOTEL, AT THE SOUTH EDGE OF THE MIDDLESBORO AIRPORT,
 GA2651'35 FEET NORTH OF THE CENTER LINE OF HIGHWAY 74 (DORCHESTER AVENUE),
 GA2651'6 FEET WEST OF THE PROLONGED CENTER LINE OF 34TH STREET, 72
 GA2651'FEET NORTH-NORTHEAST AND ACROSS HIGHWAY FROM A FIRE HYDRANT, 48
 GA2651'FEET EAST OF THE STATION, 81.7 FEET NORTHEAST AND ACROSS HIGHWAY
 GA2651'FROM RM NO. 2, ABOUT 1/2 FOOT ABOVE THE HIGHWAY AND SET IN THE
 GA2651'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 GA2651
 GA2651                          STATION RECOVERY (1957)
 GA2651
 GA2651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2652 ***********************************************************************
 GA2652  DESIGNATION -  MID RM 2
 GA2652  PID         -  GA2652
 GA2652  STATE/COUNTY-  KY/BELL
 GA2652  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2652
 GA2652                         *CURRENT SURVEY CONTROL
 GA2652  ___________________________________________________________________
 GA2652* NAD 83(1986)-  36 36 27.     (N)    083 44 12.     (W)     SCALED    
 GA2652* NAVD 88     -       347.758  (meters)    1140.94   (feet)  ADJUSTED  
 GA2652  ___________________________________________________________________
 GA2652  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GA2652  DYNAMIC HT  -         347.455 (meters)    1139.94  (feet)  COMP
 GA2652  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 GA2652
 GA2652  VERT ORDER  -  SECOND    CLASS 0
 GA2652
 GA2652.The horizontal coordinates were scaled from a topographic map and have
 GA2652.an estimated accuracy of +/- 6 seconds.
 GA2652
 GA2652.The orthometric height was determined by differential leveling
 GA2652.and adjusted by the National Geodetic Survey in June 1991..
 GA2652
 GA2652.The geoid height was determined by GEOID03.
 GA2652
 GA2652.The dynamic height is computed by dividing the NAVD 88
 GA2652.geopotential number by the normal gravity value computed on the
 GA2652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2652.degrees latitude (g = 980.6199 gals.).
 GA2652
 GA2652.The modeled gravity was interpolated from observed gravity values.
 GA2652
 GA2652;                    North         East    Units  Estimated Accuracy
 GA2652;SPC KY1Z     - 1,032,370.    1,680,140.      MT  (+/- 180 meters Scaled)
 GA2652
 GA2652                          SUPERSEDED SURVEY CONTROL
 GA2652
 GA2652  NGVD 29 (??/??/92)  347.906  (m)         1141.42   (f) ADJ UNCH    2 0
 GA2652
 GA2652.Superseded values are not recommended for survey control.
 GA2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2652.See file dsdata.txt to determine how the superseded data were derived.
 GA2652
 GA2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA552548(NAD 83)
 GA2652_MARKER: DR = REFERENCE MARK DISK
 GA2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2652_STAMPING: MID NO 2 1950 1141.422
 GA2652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2652+STABILITY: SURFACE MOTION
 GA2652
 GA2652  HISTORY     - Date     Condition        Report By
 GA2652  HISTORY     - 1950     MONUMENTED       CGS
 GA2652  HISTORY     - 1951     GOOD             NGS
 GA2652  HISTORY     - 1957     GOOD             NGS
 GA2652
 GA2652                          STATION DESCRIPTION
 GA2652
 GA2652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GA2652'AT MIDDLESBORO.
 GA2652'AT MIDDLESBORO, ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 74 FROM
 GA2652'THE CUMBERLAND HOTEL, AT THE SOUTH EDGE OF MIDDLESBORO AIRPORT, 32
 GA2652'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY (DORCHESTER AVENUE),
 GA2652'52 FEET WEST OF THE CENTER LINE OF 34TH STREET LEADING SOUTH, 26
 GA2652'FEET WEST OF A FIRE HYDRANT, 10 FEET EAST OF AN 18-INCH MAPLE
 GA2652'TREE, 71.1 FEET SOUTH AND ACROSS THE HIGHWAY FROM STATION MARK,
 GA2652'81.7 FEET SOUTHWEST AND ACROSS HIGHWAY FROM RM NO. 1, ABOUT 1/2
 GA2652'FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT
 GA2652'FLUSH WITH THE GROUND.
 GA2652
 GA2652                          STATION RECOVERY (1957)
 GA2652
 GA2652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1363 ***********************************************************************
 HA1363  DESIGNATION -  MID VALLEY OIL RAD RELAY TWR
 HA1363  PID         -  HA1363
 HA1363  STATE/COUNTY-  KY/GRAYSON
 HA1363  USGS QUAD   -  CLARKSON (1967)
 HA1363
 HA1363                         *CURRENT SURVEY CONTROL
 HA1363  ___________________________________________________________________
 HA1363* NAD 83(1993)-  37 24 17.73330(N)    086 14 14.18027(W)     ADJUSTED  
 HA1363* NAVD 88     -                                                        
 HA1363  ___________________________________________________________________
 HA1363  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 HA1363  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HA1363
 HA1363  HORZ ORDER  -  THIRD
 HA1363
 HA1363.The horizontal coordinates were established by classical geodetic methods
 HA1363.and adjusted by the National Geodetic Survey in December 1995..
 HA1363
 HA1363
 HA1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1363
 HA1363.The geoid height was determined by GEOID03.
 HA1363
 HA1363;                    North         East     Units Scale Factor Converg.
 HA1363;SPC KY1Z     - 1,119,041.443 1,456,861.006   MT  0.99993859   -0 17 57.0
 HA1363;SPC KY1Z     - 3,671,388.47  4,779,718.15   sFT  0.99993859   -0 17 57.0
 HA1363;SPC KY S     -   619,030.565   456,860.674   MT  0.99994616   -0 17 43.8
 HA1363;SPC KY S     - 2,030,936.11  1,498,883.73   sFT  0.99994616   -0 17 43.8
 HA1363;UTM  16      - 4,140,066.595   567,503.471   MT  0.99965613   +0 27 48.0
 HA1363
 HA1363                          SUPERSEDED SURVEY CONTROL
 HA1363
 HA1363  NAD 83(1986)-  37 24 17.74187(N)    086 14 14.18666(W) AD(       ) 4
 HA1363  NAD 27      -  37 24 17.54200(N)    086 14 14.29400(W) AD(       ) 3
 HA1363
 HA1363.Superseded values are not recommended for survey control.
 HA1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1363.See file dsdata.txt to determine how the superseded data were derived.
 HA1363
 HA1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6750340067(NAD 83)
 HA1363_MARKER: 43 = RADIO/TV TOWER
 HA1363
 HA1363  HISTORY     - Date     Condition        Report By
 HA1363  HISTORY     - 1952     FIRST OBSERVED   CGS
 HA1363
 HA1363                          STATION DESCRIPTION
 HA1363
 HA1363'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2657 ***********************************************************************
 GA2657  DESIGNATION -  MIDDLESBORO
 GA2657  PID         -  GA2657
 GA2657  STATE/COUNTY-  KY/BELL
 GA2657  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2657
 GA2657                         *CURRENT SURVEY CONTROL
 GA2657  ___________________________________________________________________
 GA2657* NAD 83(1986)-  36 36 31.     (N)    083 42 53.     (W)     SCALED    
 GA2657* NAVD 88     -       346.808  (meters)    1137.82   (feet)  ADJUSTED  
 GA2657  ___________________________________________________________________
 GA2657  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GA2657  DYNAMIC HT  -         346.505 (meters)    1136.83  (feet)  COMP
 GA2657  MODELED GRAV-     979,749.0   (mgal)                       NAVD 88
 GA2657
 GA2657  VERT ORDER  -  SECOND    CLASS 0
 GA2657
 GA2657.The horizontal coordinates were scaled from a topographic map and have
 GA2657.an estimated accuracy of +/- 6 seconds.
 GA2657
 GA2657.The orthometric height was determined by differential leveling
 GA2657.and adjusted by the National Geodetic Survey in June 1991..
 GA2657
 GA2657.The geoid height was determined by GEOID03.
 GA2657
 GA2657.The dynamic height is computed by dividing the NAVD 88
 GA2657.geopotential number by the normal gravity value computed on the
 GA2657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2657.degrees latitude (g = 980.6199 gals.).
 GA2657
 GA2657.The modeled gravity was interpolated from observed gravity values.
 GA2657
 GA2657;                    North         East    Units  Estimated Accuracy
 GA2657;SPC KY1Z     - 1,032,540.    1,682,100.      MT  (+/- 180 meters Scaled)
 GA2657
 GA2657                          SUPERSEDED SURVEY CONTROL
 GA2657
 GA2657  NGVD 29 (??/??/92)  346.958  (m)         1138.31   (f) ADJ UNCH    2 0
 GA2657
 GA2657.Superseded values are not recommended for survey control.
 GA2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2657.See file dsdata.txt to determine how the superseded data were derived.
 GA2657
 GA2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA571548(NAD 83)
 GA2657_MARKER: DS = TRIANGULATION STATION DISK
 GA2657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2657_SP_SET: STONE WATER TABLE
 GA2657_STAMPING: MIDDLESBORO 1934 1138.311
 GA2657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2657
 GA2657  HISTORY     - Date     Condition        Report By
 GA2657  HISTORY     - 1934     MONUMENTED       CGS
 GA2657  HISTORY     - 1957     GOOD             NGS
 GA2657
 GA2657                          STATION DESCRIPTION
 GA2657
 GA2657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2657'AT MIDDLESBORO.
 GA2657'AT MIDDLESBORO, BELL COUNTY, AT THE POST OFFICE, 10 FEET SOUTH OF
 GA2657'THE EAST (MAIN) ENTRANCE, IN THE TOP OF THE STONE WATER TABLE,
 GA2657'AND 2.5 FEET BELOW THE BOTTOM OF THE WINDOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2376 ***********************************************************************
 GC2376  DESIGNATION -  MIDDLETOWN
 GC2376  PID         -  GC2376
 GC2376  STATE/COUNTY-  KY/SIMPSON
 GC2376  USGS QUAD   -  AUBURN (1994)
 GC2376
 GC2376                         *CURRENT SURVEY CONTROL
 GC2376  ___________________________________________________________________
 GC2376* NAD 83(1993)-  36 45 02.85588(N)    086 44 04.16018(W)     ADJUSTED  
 GC2376* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 GC2376  ___________________________________________________________________
 GC2376  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 GC2376  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GC2376
 GC2376  HORZ ORDER  -  THIRD
 GC2376
 GC2376.The horizontal coordinates were established by classical geodetic methods
 GC2376.and adjusted by the National Geodetic Survey in December 1995..
 GC2376
 GC2376.The orthometric height was scaled from a topographic map.
 GC2376
 GC2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2376
 GC2376.The geoid height was determined by GEOID03.
 GC2376
 GC2376;                    North         East     Units Scale Factor Converg.
 GC2376;SPC KY1Z     - 1,046,797.055 1,412,077.016   MT  1.00009615   -0 36 16.0
 GC2376;SPC KY1Z     - 3,434,366.67  4,632,789.34   sFT  1.00009615   -0 36 16.0
 GC2376;SPC KY S     -   546,785.177   412,085.705   MT  0.99999688   -0 35 49.4
 GC2376;SPC KY S     - 1,793,911.03  1,351,984.52   sFT  0.99999688   -0 35 49.4
 GC2376;SPC TN       -   268,474.111   534,404.777   MT  1.00007635   -0 25 48.0
 GC2376;SPC TN       -   880,818.81  1,753,293.01   sFT  1.00007635   -0 25 48.0
 GC2376;UTM  16      - 4,067,260.500   523,701.028   MT  0.99960692   +0 09 31.9
 GC2376
 GC2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2376!SPC KY1Z     -   0.99997396  x   1.00009615  =   1.00007010
 GC2376!SPC KY S     -   0.99997396  x   0.99999688  =   0.99997084
 GC2376!SPC TN       -   0.99997396  x   1.00007635  =   1.00005031
 GC2376!UTM  16      -   0.99997396  x   0.99960692  =   0.99958089
 GC2376
 GC2376|---------------------------------------------------------------------|
 GC2376| PID    Reference Object                     Distance      Geod. Az  |
 GC2376|                                                           dddmmss.s |
 GC2376| CG6935 MIDDLETOWN RM 1                      32.592 METERS 06712     |
 GC2376| GC2379 TT 12 HF USGS 1951                   11.916 METERS 15622     |
 GC2376| CG6934 MIDDLETOWN AZ MK                                   3074049.9 |
 GC2376|---------------------------------------------------------------------|
 GC2376
 GC2376                          SUPERSEDED SURVEY CONTROL
 GC2376
 GC2376  NAD 83(1986)-  36 45 02.86603(N)    086 44 04.16466(W) AD(       ) 3
 GC2376  NAD 27      -  36 45 02.71400(N)    086 44 04.17600(W) AD(       ) 3
 GC2376
 GC2376.Superseded values are not recommended for survey control.
 GC2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2376.See file dsdata.txt to determine how the superseded data were derived.
 GC2376
 GC2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2370167261(NAD 83)
 GC2376_MARKER: DS = TRIANGULATION STATION DISK
 GC2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2376
 GC2376  HISTORY     - Date     Condition        Report By
 GC2376  HISTORY     - 1951     MONUMENTED       CGS
 GC2376
 GC2376                          STATION DESCRIPTION
 GC2376
 GC2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2376'STATION IS LOCATED AT THE INTERSECTION OF STATE HIGHWAYS 100 AND 665
 GC2376'IN THE VILLAGE OF MIDDLETOWN.  IT IS 103 FEET NORTHWEST OF THE
 GC2376'HIGHWAY INTERSECTION, 43 FEET NORTHWEST OF A POWER POLE AND 9 FEET
 GC2376'NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 GC2376'IS STAMPED MIDDLETOWN 1951.
 GC2376'
 GC2376'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE SOUTHEAST CORNER OF A
 GC2376'SMALL BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2376'MIDDLETOWN NO. 1 1951.
 GC2376'
 GC2376'TT 12 HF (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 68 FEET
 GC2376'NORTHWEST OF THE HIGHWAY INTERSECTION AND 4 FEET NORTHWEST OF
 GC2376'A POWER POLE.  THE MARK IS A 6 X 6 INCH CONCRETE POST WHICH PROJECTS
 GC2376'ABOUT TWO INCHES AND THE DISK IS A USGS BM DISK STAMPED TT
 GC2376'12 HF 1950 645 (FEET ELEVATION).
 GC2376'
 GC2376'AZIMUTH MARK IS 27 FEET EAST OF CENTER OF HIGHWAY 100, 7 FEET SOUTH
 GC2376'OF CENTER OF FARM DRIVEWAY AND 2 FEET SOUTHWEST OF A WHITE WITNESS
 GC2376'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2376'MIDDLETOWN 1951.
 GC2376'
 GC2376'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND NORTHWEST ON
 GC2376'STATE HIGHWAY 100 FOR 0.4 MILE TO DRIVEWAY RIGHT AND MARK AS
 GC2376'DESCRIBED.
 GC2376'
 GC2376'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1315 ***********************************************************************
 HA1315  DESIGNATION -  MIDWAY
 HA1315  PID         -  HA1315
 HA1315  STATE/COUNTY-  KY/MEADE
 HA1315  USGS QUAD   -  GUSTON (1991)
 HA1315
 HA1315                         *CURRENT SURVEY CONTROL
 HA1315  ___________________________________________________________________
 HA1315* NAD 83(1993)-  37 56 21.71755(N)    086 14 29.33425(W)     ADJUSTED  
 HA1315* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 HA1315  ___________________________________________________________________
 HA1315  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 HA1315  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HA1315
 HA1315  HORZ ORDER  -  THIRD
 HA1315
 HA1315.The horizontal coordinates were established by classical geodetic methods
 HA1315.and adjusted by the National Geodetic Survey in December 1995..
 HA1315
 HA1315.The orthometric height was scaled from a topographic map.
 HA1315
 HA1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1315
 HA1315.The geoid height was determined by GEOID03.
 HA1315
 HA1315;                    North         East     Units Scale Factor Converg.
 HA1315;SPC KY1Z     - 1,178,355.180 1,456,800.712   MT  0.99990554   -0 18 06.3
 HA1315;SPC KY1Z     - 3,865,986.95  4,779,520.34   sFT  0.99990554   -0 18 06.3
 HA1315;SPC KY S     -   678,347.354   456,796.578   MT  1.00000111   -0 17 53.0
 HA1315;SPC KY S     - 2,225,544.61  1,498,673.44   sFT  1.00000111   -0 17 53.0
 HA1315;SPC IN E     -   298,919.959    49,472.512   MT  0.99999810   -0 21 12.3
 HA1315;SPC IN E     -   980,706.57    162,311.07   sFT  0.99999810   -0 21 12.3
 HA1315;UTM  16      - 4,199,358.846   566,651.152   MT  0.99965471   +0 27 58.9
 HA1315
 HA1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1315!SPC KY1Z     -   0.99997030  x   0.99990554  =   0.99987584
 HA1315!SPC KY S     -   0.99997030  x   1.00000111  =   0.99997141
 HA1315!SPC IN E     -   0.99997030  x   0.99999810  =   0.99996840
 HA1315!UTM  16      -   0.99997030  x   0.99965471  =   0.99962502
 HA1315
 HA1315|---------------------------------------------------------------------|
 HA1315| PID    Reference Object                     Distance      Geod. Az  |
 HA1315|                                                           dddmmss.s |
 HA1315| CG8984 MIDWAY RM 1                           9.495 METERS 00952     |
 HA1315| CG8983 MIDWAY AZ MK                                       1890812.0 |
 HA1315| CG8985 MIDWAY RM 2                          26.150 METERS 29532     |
 HA1315|---------------------------------------------------------------------|
 HA1315
 HA1315                          SUPERSEDED SURVEY CONTROL
 HA1315
 HA1315  NAD 83(1986)-  37 56 21.72568(N)    086 14 29.33941(W) AD(       ) 3
 HA1315  NAD 27      -  37 56 21.49500(N)    086 14 29.43900(W) AD(       ) 3
 HA1315
 HA1315.Superseded values are not recommended for survey control.
 HA1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1315.See file dsdata.txt to determine how the superseded data were derived.
 HA1315
 HA1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG6665199359(NAD 83)
 HA1315_MARKER: DS = TRIANGULATION STATION DISK
 HA1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1315
 HA1315  HISTORY     - Date     Condition        Report By
 HA1315  HISTORY     - 1950     MONUMENTED       CGS
 HA1315  HISTORY     - 1959     GOOD             CGS
 HA1315  HISTORY     - 19941205 GOOD             WOOLPT
 HA1315
 HA1315                          STATION DESCRIPTION
 HA1315
 HA1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1315'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF BRANDENBURG AND 4 MILES
 HA1315'NORTHEAST OF IRVINGTON ON PROPERTY OF MR. CARRICO. IT IS 50 FEET EAST
 HA1315'OF THE CENTER OF U.S. HIGHWAY 60, 17 FEET EAST OF A FENCE CORNER AND
 HA1315'WHITE WITNESS POST AND 3 FEET NORTH OF A FENCE LINE. THE MARK IS
 HA1315'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED MIDWAY
 HA1315'1950.
 HA1315'
 HA1315'REFERENCE MARK NO. 1 IS 50 FEET EAST OF THE CENTER OF U.S. HIGHWAY 60
 HA1315'AND 11 FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE. THE
 HA1315'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 HA1315'MIDWAY 1950.
 HA1315'
 HA1315'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE CENTER OF U.S.HIGHWAY 60
 HA1315'AND 1 FOOT EAST OF A FENCE LINE. THE MARK PROJECTS ABOUT 4 INCHES
 HA1315'AND THE DISK IS STAMPED MIDWAY NO 2 1950.
 HA1315'
 HA1315'THE AZIMUTH MARK IS 22 FEET WEST OF THE CENTER OF U.S.HIGHWAY 60, 2
 HA1315'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.
 HA1315'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MIDWAY 1950.
 HA1315'
 HA1315'TO REACH THE STATION FROM THE LOUISVILLE AND NASHVILLE RAILROAD DEPOT
 HA1315'IN IRVINGTON, GO NORTHEAST ON U.S. HIGHWAY 60 FOR 2.6 MILES TO
 HA1315'THE JUNCTION OF STATE HIGHWAY 421, CONTINUE ON HIGHWAY 60 FOR 1.65
 HA1315'MILES TO THE AZIMUTH MARK ON THE RIGHT AT THE TOP OF HILL,
 HA1315'CONTINUE ON HIGHWAY 60 FOR 0.65 MILE TO THE TOP OF THE NEXT HILL AND
 HA1315'THE STATION ON THE RIGHT AS DESCRIBED.
 HA1315'
 HA1315'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HA1315
 HA1315                          STATION RECOVERY (1959)
 HA1315
 HA1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 HA1315'THE STATION, RM 1 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 HA1315'CONDITION AS DESCRIBED. RM 2 HAS BEEN KNOCKED OUT, SO, THE DISC WAS
 HA1315'REMOVED FROM THE MONUMENT.
 HA1315
 HA1315                          STATION RECOVERY (1994)
 HA1315
 HA1315'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1994
 HA1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2485 ***********************************************************************
 HZ2485  DESIGNATION -  MIDWAY MUNICIPAL TANK
 HZ2485  PID         -  HZ2485
 HZ2485  STATE/COUNTY-  KY/WOODFORD
 HZ2485  USGS QUAD   -  MIDWAY (1984)
 HZ2485
 HZ2485                         *CURRENT SURVEY CONTROL
 HZ2485  ___________________________________________________________________
 HZ2485* NAD 83(1993)-  38 09 01.45894(N)    084 41 13.82717(W)     ADJUSTED  
 HZ2485* NAVD 88     -                                                        
 HZ2485  ___________________________________________________________________
 HZ2485  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 HZ2485  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ2485
 HZ2485  HORZ ORDER  -  THIRD
 HZ2485
 HZ2485.The horizontal coordinates were established by classical geodetic methods
 HZ2485.and adjusted by the National Geodetic Survey in December 1995..
 HZ2485
 HZ2485
 HZ2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2485
 HZ2485.The geoid height was determined by GEOID03.
 HZ2485
 HZ2485;                    North         East     Units Scale Factor Converg.
 HZ2485;SPC KY1Z     - 1,202,194.547 1,593,149.817   MT  0.99991634   +0 39 09.1
 HZ2485;SPC KY1Z     - 3,944,199.94  5,226,859.02   sFT  0.99991634   +0 39 09.1
 HZ2485;SPC KY N     -    72,283.629   461,681.483   MT  0.99997728   -0 16 19.0
 HZ2485;SPC KY N     -   237,150.54  1,514,700.00   sFT  0.99997728   -0 16 19.0
 HZ2485;UTM  16      - 4,225,030.466   702,657.662   MT  1.00010584   +1 25 45.1
 HZ2485
 HZ2485                          SUPERSEDED SURVEY CONTROL
 HZ2485
 HZ2485  NAD 83(1986)-  38 09 01.46408(N)    084 41 13.83496(W) AD(       ) 4
 HZ2485  NAD 27      -  38 09 01.19300(N)    084 41 14.03400(W) AD(       ) 3
 HZ2485
 HZ2485.Superseded values are not recommended for survey control.
 HZ2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2485.See file dsdata.txt to determine how the superseded data were derived.
 HZ2485
 HZ2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0265825030(NAD 83)
 HZ2485_MARKER: 53 = ELEVATED TANK
 HZ2485
 HZ2485  HISTORY     - Date     Condition        Report By
 HZ2485  HISTORY     - 1949     FIRST OBSERVED   CGS
 HZ2485  HISTORY     - 1963     GOOD             CGS
 HZ2485
 HZ2485                          STATION DESCRIPTION
 HZ2485
 HZ2485'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2485'STATION IS LOCATED IN THE TOWN OF MIDWAY ON THE WEST SIDE OF BRUEN
 HZ2485'STREET AND ONE BLOCK NORTH OF U.S. HIGHWAY 62.  IT IS A FOUR LEGGED
 HZ2485'STEEL STRUCTURE ABOUT 150 FEET HIGH AND PAINTED GREY.  THE POINT
 HZ2485'OBSERVED ON WAS THE SMALL BALL ON TOP OF THE ROOF OF THE TANK.
 HZ2485
 HZ2485                          STATION RECOVERY (1963)
 HZ2485
 HZ2485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HRW)
 HZ2485'MIDWAY MUNICIPAL WATER TANK WATER TANK 1-1/2 BLOCKS W. OF
 HZ2485'U.S. H 62.
 HZ2485'
 HZ2485'50 FEET S. OF BRUEN ST. TO CENTER OF TOWER.
 HZ2485'
 HZ2485'THESE MEASUREMENTS DO NOT CORRESPOND WITH ORIGINAL INSTRUCTION
 HZ2485'GIVEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2487 ***********************************************************************
 HZ2487  DESIGNATION -  MIDWAY PT DISTILLERS TANK
 HZ2487  PID         -  HZ2487
 HZ2487  STATE/COUNTY-  KY/WOODFORD
 HZ2487  USGS QUAD   -  MIDWAY (1984)
 HZ2487
 HZ2487                         *CURRENT SURVEY CONTROL
 HZ2487  ___________________________________________________________________
 HZ2487* NAD 83(1993)-  38 09 00.53767(N)    084 40 51.08960(W)     ADJUSTED  
 HZ2487* NAVD 88     -                                                        
 HZ2487  ___________________________________________________________________
 HZ2487  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 HZ2487  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ2487
 HZ2487  HORZ ORDER  -  THIRD
 HZ2487
 HZ2487.The horizontal coordinates were established by classical geodetic methods
 HZ2487.and adjusted by the National Geodetic Survey in December 1995..
 HZ2487
 HZ2487
 HZ2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2487
 HZ2487.The geoid height was determined by GEOID03.
 HZ2487
 HZ2487;                    North         East     Units Scale Factor Converg.
 HZ2487;SPC KY1Z     - 1,202,172.469 1,593,703.674   MT  0.99991632   +0 39 23.1
 HZ2487;SPC KY1Z     - 3,944,127.51  5,228,676.14   sFT  0.99991632   +0 39 23.1
 HZ2487;SPC KY N     -    72,252.616   462,234.946   MT  0.99997731   -0 16 04.9
 HZ2487;SPC KY N     -   237,048.79  1,516,515.82   sFT  0.99997731   -0 16 04.9
 HZ2487;UTM  16      - 4,225,015.894   703,211.874   MT  1.00010861   +1 25 59.1
 HZ2487
 HZ2487                          SUPERSEDED SURVEY CONTROL
 HZ2487
 HZ2487  NAD 83(1986)-  38 09 00.54337(N)    084 40 51.09811(W) AD(       ) 4
 HZ2487  NAD 27      -  38 09 00.27500(N)    084 40 51.29500(W) AD(       ) 3
 HZ2487
 HZ2487.Superseded values are not recommended for survey control.
 HZ2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2487.See file dsdata.txt to determine how the superseded data were derived.
 HZ2487
 HZ2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH0321225016(NAD 83)
 HZ2487_MARKER: 53 = ELEVATED TANK
 HZ2487
 HZ2487  HISTORY     - Date     Condition        Report By
 HZ2487  HISTORY     - 1949     FIRST OBSERVED   CGS
 HZ2487
 HZ2487                          STATION DESCRIPTION
 HZ2487
 HZ2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2487'STATION IS LOCATED IN THE TOWN OF MIDWAY, ONE BLOCK SOUTHEAST OF THE
 HZ2487'RAILROAD STATION.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 150
 HZ2487'FEET HIGH AND PAINTED RED AND WHITE.  THE LEGEND PARK AND TILFORD
 HZ2487'DISTILLERS INC. MIDAY, KY. IS PAINTED ON THE EAST AND WEST SIDE OF
 HZ2487'TANK.  THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE
 HZ2487'ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2666 ***********************************************************************
 GC2666  DESIGNATION -  MILITARY
 GC2666  PID         -  GC2666
 GC2666  STATE/COUNTY-  KY/CHRISTIAN
 GC2666  USGS QUAD   -  HERNDON (1982)
 GC2666
 GC2666                         *CURRENT SURVEY CONTROL
 GC2666  ___________________________________________________________________
 GC2666* NAD 83(1993)-  36 38 35.25324(N)    087 33 17.30755(W)     ADJUSTED  
 GC2666* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 GC2666  ___________________________________________________________________
 GC2666  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 GC2666  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC2666
 GC2666  HORZ ORDER  -  SECOND
 GC2666
 GC2666.The horizontal coordinates were established by classical geodetic methods
 GC2666.and adjusted by the National Geodetic Survey in December 1995..
 GC2666
 GC2666.The orthometric height was scaled from a topographic map.
 GC2666
 GC2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2666
 GC2666.The geoid height was determined by GEOID03.
 GC2666
 GC2666;                    North         East     Units Scale Factor Converg.
 GC2666;SPC KY1Z     - 1,035,944.684 1,338,591.763   MT  1.00013437   -1 06 29.1
 GC2666;SPC KY1Z     - 3,398,761.85  4,391,696.48   sFT  1.00013437   -1 06 29.1
 GC2666;SPC KY S     -   535,920.564   338,610.365   MT  1.00001760   -1 05 40.4
 GC2666;SPC KY S     - 1,758,266.05  1,110,924.17   sFT  1.00001760   -1 05 40.4
 GC2666;SPC TN       -   257,383.645   460,959.045   MT  1.00004801   -0 54 36.9
 GC2666;SPC TN       -   844,432.84  1,512,329.80   sFT  1.00004801   -0 54 36.9
 GC2666;UTM  16      - 4,055,427.669   450,405.428   MT  0.99963030   -0 19 52.1
 GC2666
 GC2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2666!SPC KY1Z     -   0.99997780  x   1.00013437  =   1.00011217
 GC2666!SPC KY S     -   0.99997780  x   1.00001760  =   0.99999540
 GC2666!SPC TN       -   0.99997780  x   1.00004801  =   1.00002581
 GC2666!UTM  16      -   0.99997780  x   0.99963030  =   0.99960811
 GC2666
 GC2666|---------------------------------------------------------------------|
 GC2666| PID    Reference Object                     Distance      Geod. Az  |
 GC2666|                                                           dddmmss.s |
 GC2666| CG6940 MILITARY RM 1                        28.725 METERS 08255     |
 GC2666| CG6941 MILITARY RM 2                        25.954 METERS 19816     |
 GC2666| CG6939 MILITARY AZ MK                                     3183934.4 |
 GC2666|---------------------------------------------------------------------|
 GC2666
 GC2666                          SUPERSEDED SURVEY CONTROL
 GC2666
 GC2666  NAD 83(1993)-  36 38 35.26073(N)    087 33 17.30828(W) AD(       ) 2
 GC2666  NAD 83(1986)-  36 38 35.26249(N)    087 33 17.31045(W) AD(       ) 2
 GC2666  NAD 27      -  36 38 35.09000(N)    087 33 17.26700(W) AD(       ) 2
 GC2666
 GC2666.Superseded values are not recommended for survey control.
 GC2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2666.See file dsdata.txt to determine how the superseded data were derived.
 GC2666
 GC2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5040555428(NAD 83)
 GC2666_MARKER: DS = TRIANGULATION STATION DISK
 GC2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2666
 GC2666  HISTORY     - Date     Condition        Report By
 GC2666  HISTORY     - 1953     MONUMENTED       CGS
 GC2666
 GC2666                          STATION DESCRIPTION
 GC2666
 GC2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2666'STATION IS LOCATED IN THE NORTH CENTRAL PART OF FORT CAMPBELL
 GC2666'MILITARY RESERVATION, ABOUT 0.25 MILE SOUTHEAST OF THE
 GC2666'INTERSECTION OF PALMYRA ROAD AND 11TH AIRBORNE DIVISION ROAD. IT IS
 GC2666'ABOUT 0.1 MILE EAST OF PALMYRA ROAD, 200 FEET WEST OF THE WEST
 GC2666'EDGE OF A WOODS AND 5 FEET NORTHWEST OF A WHITE WITNESS POST. THE
 GC2666'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED MILITARY 1953.
 GC2666'
 GC2666'REFERENCE MARK NO. 1 IS ABOUT 100 FEET WEST OF THE WEST EDGE OF THE
 GC2666'WOODS. THE MARK IS FLUSH AND THE DISK IS STAMPED MILITARY
 GC2666'NO 1 1953.
 GC2666'
 GC2666'REFERENCE MARK NO. 2 IS 10 FEET SOUTHWEST OF A 6 INCH HICKORY TREE.
 GC2666'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2666'MILITARY NO 2 1953.
 GC2666'
 GC2666'AZIMUTH MARK IS 75 FEET NORTHWEST OF THE INTERSECTION OF PALMYRA ROAD
 GC2666'AND 11TH AIRBORNE DIVISION ROAD, 51 FEET NORTH OF THE
 GC2666'CENTER OF 11TH AIRBORNE DIVISION ROAD AND 2 FEET EAST OF A WHITE
 GC2666'WITNESS POST. THE MARK PROJECTS ABOUT 3 INCHES AND THE
 GC2666'DISK IS STAMPED MILITARY 1953.
 GC2666'
 GC2666'TO REACH THE STATION FROM THE INTERSECTION OF MISSOURI AVENUE, 52ND
 GC2666'STREET AND 11TH AIRBORNE DIVISION ROAD, GO SOUTHWEST AND
 GC2666'WEST ON 11TH AIRBORNE DIVISION ROAD FOR 5.0 MILES TO THE INTERSECTION
 GC2666'OF PALMYRA ROAD AND THE AZIMUTH MARK ON THE RIGHT AS
 GC2666'DESCRIBED. TURN LEFT AND GO SOUTH ON PALMYRA ROAD FOR 0.15 MILE. TURN
 GC2666'SHARP LEFT AND GO EAST THROUGH BRUSHY FIELD FOR 0.1 MILE TO
 GC2666'THE STATION AS DESCRIBED.
 GC2666'
 GC2666'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2497 ***********************************************************************
 HY2497  DESIGNATION -  MILL
 HY2497  PID         -  HY2497
 HY2497  STATE/COUNTY-  KY/MASON
 HY2497  USGS QUAD   -  MAYS LICK (1993)
 HY2497
 HY2497                         *CURRENT SURVEY CONTROL
 HY2497  ___________________________________________________________________
 HY2497* NAD 83(1993)-  38 31 17.88368(N)    083 45 11.19135(W)     ADJUSTED  
 HY2497* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 HY2497  ___________________________________________________________________
 HY2497  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 HY2497  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HY2497
 HY2497  HORZ ORDER  -  SECOND
 HY2497
 HY2497.The horizontal coordinates were established by classical geodetic methods
 HY2497.and adjusted by the National Geodetic Survey in April 1998..
 HY2497
 HY2497.The orthometric height was scaled from a topographic map.
 HY2497
 HY2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2497
 HY2497.The geoid height was determined by GEOID03.
 HY2497
 HY2497;                    North         East     Units Scale Factor Converg.
 HY2497;SPC KY1Z     - 1,244,732.084 1,674,123.420   MT  0.99996827   +1 13 33.6
 HY2497;SPC KY1Z     - 4,083,758.51  5,492,519.92   sFT  0.99996827   +1 13 33.6
 HY2497;SPC KY N     -   113,515.673   543,330.400   MT  0.99996253   +0 18 32.8
 HY2497;SPC KY N     -   372,426.00  1,782,576.49   sFT  0.99996253   +0 18 32.8
 HY2497;UTM  17      - 4,267,286.961   259,985.685   MT  1.00030948   -1 42 55.7
 HY2497
 HY2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2497!SPC KY1Z     -   0.99996179  x   0.99996827  =   0.99993006
 HY2497!SPC KY N     -   0.99996179  x   0.99996253  =   0.99992432
 HY2497!UTM  17      -   0.99996179  x   1.00030948  =   1.00027126
 HY2497
 HY2497:                Primary Azimuth Mark                     Grid Az
 HY2497:SPC KY1Z     -  MILL AZ MK                               097 43 24.2
 HY2497:SPC KY N     -  MILL AZ MK                               098 38 25.0
 HY2497:UTM  17      -  MILL AZ MK                               100 39 53.5
 HY2497
 HY2497|---------------------------------------------------------------------|
 HY2497| PID    Reference Object                     Distance      Geod. Az  |
 HY2497|                                                           dddmmss.s |
 HY2497| DB9731 MILL AZ MK                                         0985657.8 |
 HY2497| DB9732 MILL RM 1                            22.010 METERS 12553     |
 HY2497| HY2423 FLEMINGSBURG MUNICIPAL TANK         APPROX.11.2 KM 1743108.3 |
 HY2497| DB9733 MILL RM 2                            25.475 METERS 26943     |
 HY2497| HY2496 TT 14 RCD USGS 1953                 189.754 METERS 28146     |
 HY2497|---------------------------------------------------------------------|
 HY2497
 HY2497                          SUPERSEDED SURVEY CONTROL
 HY2497
 HY2497  NAD 83(1993)-  38 31 17.88377(N)    083 45 11.19130(W) AD(       ) 2
 HY2497  NAD 83(1986)-  38 31 17.88987(N)    083 45 11.19901(W) AD(       ) 2
 HY2497  NAD 27      -  38 31 17.61400(N)    083 45 11.48800(W) AD(       ) 2
 HY2497
 HY2497.Superseded values are not recommended for survey control.
 HY2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2497.See file dsdata.txt to determine how the superseded data were derived.
 HY2497
 HY2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5998667287(NAD 83)
 HY2497_MARKER: DS = TRIANGULATION STATION DISK
 HY2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2497
 HY2497  HISTORY     - Date     Condition        Report By
 HY2497  HISTORY     - 1953     MONUMENTED       CGS
 HY2497
 HY2497                          STATION DESCRIPTION
 HY2497
 HY2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2497'STATION IS LOCATED ABOUT 7 MILES NORTH OF FLEMINGSBURG, ALONG THE
 HY2497'NORTH SIDE OF STATE HIGHWAY 597 AND IS ON PROPERTY OWNED BY J.E.
 HY2497'CULGMAN.  IT IS 45 FEET NORTH OF THE CENTER OF HIGHWAY 597, 24 FEET
 HY2497'NORTH OF A FENCE LINE AND A WHITE WITNESS POST AND SET IN A NORTH
 HY2497'SOUTH FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HY2497'MILL 1953.
 HY2497'
 HY2497'REFERENCE MARK NO.1 IS 72.21 FEET SOUTHEAST OF THE STATION, 21 FEET
 HY2497'NORTH OF THE CENTER OF THE HIGHWAY AND 15 FEET WEST OF A GATE POST.
 HY2497'THE MARK IS FLUSH AND THE DISK IS STAMPED MILL NO 1 1953.
 HY2497'
 HY2497'REFERENCE MARK NO.2 IS 83.58 FEET WEST OF THE STATION, 45 FEET EAST
 HY2497'OF A FENCE CORNER, 21 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 1
 HY2497'FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 HY2497'IS STAMPED MILL NO 2 1953.
 HY2497'
 HY2497'AZIMUTH MARK IS EAST OF THE STATION, 20 FEET SOUTH OF THE CENTER OF
 HY2497'HIGHWAY 597 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT NORTH OF
 HY2497'A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MILL 1953.
 HY2497'
 HY2497'TT 14 RCD (USGS) BM IS 622.55 FT.  WEST OF THE STATION, 36 FEET WEST
 HY2497'OF THE INTERSECTION OF STATE HIGHWAYS 597 AND 11, 33 FEET NORTH OF A
 HY2497'TELEPHONE POLE AND 4 FEET EAST OF A FENCE LINE.  THE MARK IS A 6X6
 HY2497'INCH CONCRETE POST THAT PROJECTS 4 INCHES WITH A BRONZE U.S.
 HY2497'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT 14 RCD 1950.
 HY2497'
 HY2497'TO REACH THE STATION FROM THE POST OFFICE IN FLEMINGSBURG, GO NORTH
 HY2497'ON STATE HIGHWAY 11 FOR 7.25 MILES TO THE JUNCTION WITH STATE HIGHWAY
 HY2497'597 AND TT 14 RCD (USGS) BM WEST OF THIS INTERSECTION AS DESCRIBED.
 HY2497'TURN RIGHT AND GO EAST ON HIGHWAY 597 FOR 0.1 MILE TO THE STATION ON
 HY2497'THE LEFT AS DESCRIBED.
 HY2497'
 HY2497'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 597
 HY2497'FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 HY2497'
 HY2497'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2640 ***********************************************************************
 GB2640  DESIGNATION -  MILLER
 GB2640  PID         -  GB2640
 GB2640  STATE/COUNTY-  KY/WAYNE
 GB2640  USGS QUAD   -  PALL MALL (1986)
 GB2640
 GB2640                         *CURRENT SURVEY CONTROL
 GB2640  ___________________________________________________________________
 GB2640* NAD 83(1993)-  36 37 24.22268(N)    084 56 37.55246(W)     ADJUSTED  
 GB2640* NAVD 88     -       545.     (meters)    1788.     (feet)  SCALED    
 GB2640  ___________________________________________________________________
 GB2640  LAPLACE CORR-           7.52  (seconds)                    DEFLEC99
 GB2640  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GB2640
 GB2640  HORZ ORDER  -  FIRST
 GB2640
 GB2640.The horizontal coordinates were established by classical geodetic methods
 GB2640.and adjusted by the National Geodetic Survey in December 1995..
 GB2640
 GB2640.The orthometric height was scaled from a topographic map.
 GB2640
 GB2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2640
 GB2640.The geoid height was determined by GEOID03.
 GB2640
 GB2640;                    North         East     Units Scale Factor Converg.
 GB2640;SPC KY1Z     - 1,032,505.572 1,572,126.067   MT  1.00014175   +0 29 42.0
 GB2640;SPC KY1Z     - 3,387,478.70  5,157,883.60   sFT  1.00014175   +0 29 42.0
 GB2640;SPC KY S     -   532,497.111   572,117.436   MT  1.00002177   +0 29 20.2
 GB2640;SPC KY S     - 1,747,034.27  1,877,021.95   sFT  1.00002177   +0 29 20.2
 GB2640;SPC TN       -   254,599.379   694,481.173   MT  1.00004320   +0 37 06.1
 GB2640;SPC TN       -   835,298.13  2,278,476.98   sFT  1.00004320   +0 37 06.1
 GB2640;UTM  16      - 4,055,064.390   683,865.573   MT  1.00001652   +1 13 37.2
 GB2640
 GB2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2640!SPC KY1Z     -   0.99991917  x   1.00014175  =   1.00006091
 GB2640!SPC KY S     -   0.99991917  x   1.00002177  =   0.99994094
 GB2640!SPC TN       -   0.99991917  x   1.00004320  =   0.99996237
 GB2640!UTM  16      -   0.99991917  x   1.00001652  =   0.99993569
 GB2640
 GB2640|---------------------------------------------------------------------|
 GB2640| PID    Reference Object                     Distance      Geod. Az  |
 GB2640|                                                           dddmmss.s |
 GB2640| DB9735 MILLER RM 1                          16.362 METERS 02336     |
 GB2640| DB9736 MILLER RM 2                          17.956 METERS 08601     |
 GB2640| GB2637 STERNS                              APPROX.16.0 KM 0945108.9 |
 GB2640| DB9734 MILLER AZ MK                                       2714539.2 |
 GB2640|---------------------------------------------------------------------|
 GB2640
 GB2640                          SUPERSEDED SURVEY CONTROL
 GB2640
 GB2640  NAD 83(1986)-  36 37 24.23297(N)    084 56 37.55837(W) AD(       ) 1
 GB2640  NAD 27      -  36 37 23.98300(N)    084 56 37.75000(W) AD(       ) 1
 GB2640
 GB2640.Superseded values are not recommended for survey control.
 GB2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2640.See file dsdata.txt to determine how the superseded data were derived.
 GB2640
 GB2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF8386655064(NAD 83)
 GB2640_MARKER: DS = TRIANGULATION STATION DISK
 GB2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2640
 GB2640  HISTORY     - Date     Condition        Report By
 GB2640  HISTORY     - 1935     MONUMENTED       CGS
 GB2640  HISTORY     - 1950     GOOD             CGS
 GB2640
 GB2640                          STATION DESCRIPTION
 GB2640
 GB2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2640'STATION IS 13-3/4 MILES N OF JAMESTOWN, 15 MILES SSW OF MONTICELLO, 1
 GB2640'MILE NW OF THE CARPENTER ROCK HOUSE, ON A HIGH, DIVIDING RIDGE
 GB2640'BETWEEN CANEY CREEK AND BLACK HORSE CREEK.  IT IS ON THE SUMMIT OF
 GB2640'RIDGE IN THE CENTER OF A SMALL CLEARED SPACE SURROUNDED BY
 GB2640'BLAZED TREES, 65-1/2 FEET S OF CENTER LINE OF SETTLEMENT ROAD, 16-1/2
 GB2640'FEET N OF A 15-INCH MAPLE WITH A TRIANGULAR BLAZE, 23 FEET W OF A
 GB2640'7-INCH PINE, WITH A TRIANGULAR BLAZE, AND 27-1/2 FEET WNW OF A
 GB2640'15-INCH TRIPLE-NOTCHED PINE.
 GB2640'
 GB2640'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS, ARE STANDARD
 GB2640'BRONZE DISKS SET IN CONCRETE.
 GB2640'
 GB2640'REFERENCE MARK NO.1 IS N OF STATION, 4 YARDS S OF CENTER LINE OF ROAD
 GB2640'AND ABOUT 2 FEET LOWER THAN STATION.  MARK PROJECTS 3 INCHES.
 GB2640'
 GB2640'REFERENCE MARK NO.2 IS ENE OF STATION, AND 7 YARDS S OF A 24-INCH
 GB2640'OAK.  MARK PROJECTS 5 INCHES.
 GB2640'
 GB2640'AZIMUTH MARK IS W OF STATION ON THE S EDGE OF ROAD, AND 2-1/2 YARDS
 GB2640'SE OF CENTER LINE OF ROAD.  MARK PROJECTS 3 INCHES.
 GB2640'
 GB2640'REACHED FROM THE COURTHOUSE IN JAMESTOWN GO N ON ROUTE 28 FOR 1.95
 GB2640'MILES TO A GRAVEL T-ROAD RIGHT.  TURN RIGHT AND GO 1.1 MILES TO A
 GB2640'Y-INTERSECTION, BEAR LEFT AND GO 3.3 MILES TO FORKS.  TAKE LEFT FORK
 GB2640'AND GO 4.6 MILES TO FORKS, BEAR LEFT AND GO 1.2 MILES TO FORKS AT A
 GB2640'STONE GATEWAY.  BEAR LEFT AND GO 4.4 MILES TO ROCK CREEK POST OFFICE.
 GB2640'TAKE LEFT FORK AND GO 0.7 MILE TO A T-ROAD RIGHT.  KEEP STRAIGHT
 GB2640'AHEAD AND GO 0.7 MILE TO FORKS AT THE TRIPLE-NOTCHED 7-INCH OAK.
 GB2640'TAKE RIGHT FORK AND GO 1.6 MILES TO FORKS, BEAR LEFT AND GO 0.6
 GB2640'MILE TO A RED PASSENGER RAILROAD COACH, NOW USED AS A SCHOOL
 GB2640'BUILDING.  TAKE RIGHT FORK AND GO 1.4 MILES TO FORKS AT A
 GB2640'TRIPLE-NOTCHED 8-INCH OAK.  TAKE LEFT FORK AND GO 0.2 MILE TO FORKS
 GB2640'AT A TRIPLE-NOTCHED 20-INCH GUM TREE.  TAKE RIGHT FORK AND GO 0.6
 GB2640'MILE TO FORKS.  TAKE RIGHT FORK AND GO 0.8 MILE TO FORKS AT A
 GB2640'TRIPLE-NOTCHED 12-INCH HICKORY TREE.  TAKE RIGHT FORK AND GO 0.3 MILE
 GB2640'TO CARPENTER ROCK HOUSE ON THE RIGHT.  KEEP STRAIGHT AND GO 0.3 MILE
 GB2640'TO A TRIPLE-NOTCHED 9-INCH OAK.  TAKE LEFT FORK AND GO 0.8 MILE TO A
 GB2640'DOUBLE-CHESTNUT OAK, WITH A TRIANGULAR BLAZE AND STATION.
 GB2640'
 GB2640'A 77-FOOT TOWER REQUIRED.
 GB2640
 GB2640                          STATION RECOVERY (1950)
 GB2640
 GB2640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2640'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GB2640'CONDITION.  THE DISTANCE TO THE REFERENCE MARKS WERE CHECKED AND
 GB2640'FOUND TO BE CORRECT.  THE DIRECTION TO THE AZIMUTH MARK WAS CHECKED
 GB2640'AND FOUND TO BE CORRECT.  A DIFFERENCE WAS FOUND IN THE DIRECTION
 GB2640'TO THE REFERENCE MARKS AS SHOWN BELOW.  ORIGINAL DESCRIPTION
 GB2640'ADEQUATE.
 GB2640'
 GB2640'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2383 ***********************************************************************
 HZ2383  CBN         -  This is a Cooperative Base Network Control Station.
 HZ2383  DESIGNATION -  MILLER
 HZ2383  PID         -  HZ2383
 HZ2383  STATE/COUNTY-  KY/NICHOLAS
 HZ2383  USGS QUAD   -  CARLISLE (1979)
 HZ2383
 HZ2383                         *CURRENT SURVEY CONTROL
 HZ2383  ___________________________________________________________________
 HZ2383* NAD 83(1993)-  38 19 21.89361(N)    084 06 58.47533(W)     ADJUSTED  
 HZ2383* NAVD 88     -       281.8    (meters)     925.     (feet)  GPS OBS   
 HZ2383  ___________________________________________________________________
 HZ2383  X           -     513,627.867 (meters)                     COMP
 HZ2383  Y           -  -4,984,092.792 (meters)                     COMP
 HZ2383  Z           -   3,933,765.870 (meters)                     COMP
 HZ2383  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 HZ2383  ELLIP HEIGHT-         247.97  (meters)          (11/03/04) GPS OBS
 HZ2383  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ2383
 HZ2383  HORZ ORDER  -  B
 HZ2383  ELLP ORDER  -  THIRD     CLASS I
 HZ2383
 HZ2383.The horizontal coordinates were established by GPS observations
 HZ2383.and adjusted by the National Geodetic Survey in September 1994..
 HZ2383
 HZ2383.The orthometric height was determined by GPS observations and a
 HZ2383.high-resolution geoid model.
 HZ2383
 HZ2383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2383
 HZ2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2383
 HZ2383.The ellipsoidal height was determined by GPS observations
 HZ2383.and is referenced to NAD 83.
 HZ2383
 HZ2383.The geoid height was determined by GEOID03.
 HZ2383
 HZ2383;                    North         East     Units Scale Factor Converg.
 HZ2383;SPC KY1Z     - 1,222,043.350 1,642,849.154   MT  0.99993521   +1 00 11.0
 HZ2383;SPC KY1Z     - 4,009,320.56  5,389,914.27   sFT  0.99993521   +1 00 11.0
 HZ2383;SPC KY N     -    91,330.853   511,696.108   MT  0.99996524   +0 04 59.5
 HZ2383;SPC KY N     -   299,641.31  1,678,789.65   sFT  0.99996524   +0 04 59.5
 HZ2383;UTM  16      - 4,245,561.416   752,097.317   MT  1.00038275   +1 47 20.9
 HZ2383
 HZ2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2383!SPC KY1Z     -   0.99996109  x   0.99993521  =   0.99989631
 HZ2383!SPC KY N     -   0.99996109  x   0.99996524  =   0.99992633
 HZ2383!UTM  16      -   0.99996109  x   1.00038275  =   1.00034383
 HZ2383
 HZ2383:                Primary Azimuth Mark                     Grid Az
 HZ2383:SPC KY1Z     -  MILLER AZ MK                             046 44 48.2
 HZ2383:SPC KY N     -  MILLER AZ MK                             047 39 59.7
 HZ2383:UTM  16      -  MILLER AZ MK                             045 57 38.3
 HZ2383
 HZ2383|---------------------------------------------------------------------|
 HZ2383| PID    Reference Object                     Distance      Geod. Az  |
 HZ2383|                                                           dddmmss.s |
 HZ2383| DB9737 MILLER AZ MK                                       0474459.2 |
 HZ2383| HZ2387 CARLISLE EAST MUNICIPAL TANK        APPROX. 7.1 KM 1011827.9 |
 HZ2383| HY2465 CLINKEN                             APPROX.11.7 KM 1032615.9 |
 HZ2383| DB9738 MILLER RM 1                          26.904 METERS 14708     |
 HZ2383| HZ2388 MILLERSBURG MUNICIPAL TANK          APPROX. 3.3 KM 2351658.6 |
 HZ2383| DB9739 MILLER RM 2                          27.746 METERS 25911     |
 HZ2383|---------------------------------------------------------------------|
 HZ2383
 HZ2383                          SUPERSEDED SURVEY CONTROL
 HZ2383
 HZ2383  ELLIP H (09/07/94)  247.97   (m)                       GP(       ) 4 1
 HZ2383  NAD 83(1986)-  38 19 21.90106(N)    084 06 58.48377(W) AD(       ) 2
 HZ2383  NAD 27      -  38 19 21.62400(N)    084 06 58.74400(W) AD(       ) 2
 HZ2383
 HZ2383.Superseded values are not recommended for survey control.
 HZ2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2383.See file dsdata.txt to determine how the superseded data were derived.
 HZ2383
 HZ2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5209745561(NAD 83)
 HZ2383_MARKER: DS = TRIANGULATION STATION DISK
 HZ2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2383_SP_SET: CONCRETE POST
 HZ2383_STAMPING: MILLER 1954
 HZ2383_MARK LOGO: CGS   
 HZ2383_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2383+STABILITY: SURFACE MOTION
 HZ2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2383+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2003
 HZ2383
 HZ2383  HISTORY     - Date     Condition        Report By
 HZ2383  HISTORY     - 1954     MONUMENTED       CGS
 HZ2383  HISTORY     - 1954     GOOD             CGS
 HZ2383  HISTORY     - 19930929 GOOD             NGS
 HZ2383  HISTORY     - 20030101 GOOD             INDIV
 HZ2383  HISTORY     - 20030114 GOOD             NGS
 HZ2383
 HZ2383                          STATION DESCRIPTION
 HZ2383
 HZ2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HZ2383'STATION IS LOCATED 5 MILES WEST OF CARLISLE AND 3 MILES NORTHEAST OF
 HZ2383'MILLERSBURG ALONG THE SOUTHEAST SIDE OF U.S. HIGHWAY 68 AND ON THE
 HZ2383'PROPERTY OF J.W. MILLER.  IT IS 77 FEET SOUTH OF THE INTERSECTION OF
 HZ2383'HIGHWAY 68 AND A PAVED DRIVEWAY, 69 FEET SOUTHEAST OF THE CENTER OF
 HZ2383'THE HIGHWAY, 31 FEET SOUTHWEST OF THE CENTER OF THE DRIVEWAY AND 13
 HZ2383'FEET SOUTHWEST OF A WHITE WITNESS POST AND FENCE LINE.  THE MARK
 HZ2383'IS FLUSH AND THE DISK IS STAMPED MILLER 1954.
 HZ2383'
 HZ2383'REFERENCE MARK NO.1 IS 30 FEET SOUTHWEST OF THE CENTER OF THE PAVED
 HZ2383'DRIVEWAY AND 7 FEET WEST OF A 36 INCH LOCUST TREE.  THE MARK IS
 HZ2383'FLUSH AND THE DISK IS STAMPED MILLER NO 1 1954.
 HZ2383'
 HZ2383'REFERENCE MARK NO.2 IS 33 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY
 HZ2383'AND 1 FOOT SOUTHWEST OF A STONE FENCE.  THE MARK IS FLUSH AND THE
 HZ2383'DISK IS STAMPED MILLER NO 1 1954.
 HZ2383'
 HZ2383'AZIMUTH MARK IS 32 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 21
 HZ2383'FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY, 5 FEET NORTHEAST OF A
 HZ2383'TELEPHONE POLE, 2 FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT
 HZ2383'SOUTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HZ2383'STAMPED MILLER 1954.
 HZ2383'
 HZ2383'TO REACH THE STATION FROM THE COURTHOUSE IN CARLISLE, GO WEST ON
 HZ2383'STATE HIGHWAY 36 FOR 3.8 MILES TO THE JUNCTION OF U.S. HIGHWAY 68.
 HZ2383'CONTINUE WEST AND SOUTHWEST ON HIGHWAY 68 FOR 1.15 MILES TO A
 HZ2383'DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT AS
 HZ2383'DESCRIBED.  CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.15 MILE TO A
 HZ2383'DRIVEWAY LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 HZ2383'
 HZ2383'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2383
 HZ2383                          STATION RECOVERY (1954)
 HZ2383
 HZ2383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 HZ2383'RECOVERED IN GOOD CONDITION.
 HZ2383
 HZ2383                          STATION RECOVERY (1993)
 HZ2383
 HZ2383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HZ2383'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST OF CARLISLE, 3.0 MI
 HZ2383'(4.8 KM) NORTHEAST OF MILLERSBURG AND ON THE SOUTH SIDE OF U.S.
 HZ2383'HIGHWAY 68. OWNERSHIP--CONTACT MR. SNAP, PHONE 606-484-3998.
 HZ2383'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 36 WEST AND
 HZ2383'U.S. HIGHWAY 68 ABOUT 4.0 MILES (6.4 KM) WEST OF CARLISLE, GO
 HZ2383'WEST-SOUTHWEST ON U.S. HIGHWAY 68 FOR 1.3 MI (2.1 KM) TO A PAVED
 HZ2383'DRIVE ON THE LEFT AND THE STATION ON THE LEFT IN THE NORTHEAST CORNER
 HZ2383'OF THE LAWN.
 HZ2383'LOCATED 48.6 M (159.4 FT) NORTH OF THE NORTHEAST CORNER OF BRICK
 HZ2383'HOUSE, 21.4 M (70.2 FT) SOUTH FROM THE CENTERLINE OF U.S. HIGHWAY 68,
 HZ2383'12.1 M (39.7 FT) SOUTHWEST FROM A FENCE POST, 12.4 M (40.7 FT) SOUTH
 HZ2383'FROM THE CENTER OF A ROCK WALL, 9.2 M (30.2 FT) WEST FROM THE
 HZ2383'CENTERLINE OF THE PAVED DRIVE, 5.6 M (18.4 FT) SOUTH FROM A WITNESS
 HZ2383'POST AND 3.8 M (12.5 FT) WEST OF A WOVEN WIRE FENCE.
 HZ2383
 HZ2383                          STATION RECOVERY (2003)
 HZ2383
 HZ2383'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 HZ2383'THIS STATION SHOULD BE CONSIDERED INACCESSIBLE TO ALL USERS.
 HZ2383
 HZ2383                          STATION RECOVERY (2003)
 HZ2383
 HZ2383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (CSM)
 HZ2383'RECOVERED AS DESCRIBED.
 HZ2383' 
 HZ2383'PROPERTY OWNER NOT PLEASED BY REPEAT OCCUPATIONS SCHEDULED FOR KY-FBN
 HZ2383'AND DENIED  ACCESS TO STATION ON LAST FEW SESSIONS OF PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2388 ***********************************************************************
 HZ2388  DESIGNATION -  MILLERSBURG MUNICIPAL TANK
 HZ2388  PID         -  HZ2388
 HZ2388  STATE/COUNTY-  KY/BOURBON
 HZ2388  USGS QUAD   -  MILLERSBURG (1978)
 HZ2388
 HZ2388                         *CURRENT SURVEY CONTROL
 HZ2388  ___________________________________________________________________
 HZ2388* NAD 83(1993)-  38 18 21.41794(N)    084 08 49.21778(W)     ADJUSTED  
 HZ2388* NAVD 88     -                                                        
 HZ2388  ___________________________________________________________________
 HZ2388  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 HZ2388  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ2388
 HZ2388  HORZ ORDER  -  THIRD
 HZ2388
 HZ2388.The horizontal coordinates were established by classical geodetic methods
 HZ2388.and adjusted by the National Geodetic Survey in December 1995..
 HZ2388
 HZ2388
 HZ2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2388
 HZ2388.The geoid height was determined by GEOID03.
 HZ2388
 HZ2388;                    North         East     Units Scale Factor Converg.
 HZ2388;SPC KY1Z     - 1,220,132.396 1,640,191.759   MT  0.99993298   +0 59 03.0
 HZ2388;SPC KY1Z     - 4,003,051.04  5,381,195.80   sFT  0.99993298   +0 59 03.0
 HZ2388;SPC KY N     -    89,462.754   509,008.289   MT  0.99996602   +0 03 50.7
 HZ2388;SPC KY N     -   293,512.39  1,669,971.36   sFT  0.99996602   +0 03 50.7
 HZ2388;UTM  16      - 4,243,613.347   749,465.215   MT  1.00036649   +1 46 09.7
 HZ2388
 HZ2388                          SUPERSEDED SURVEY CONTROL
 HZ2388
 HZ2388  NAD 83(1986)-  38 18 21.42522(N)    084 08 49.22675(W) AD(       ) 4
 HZ2388  NAD 27      -  38 18 21.14800(N)    084 08 49.48200(W) AD(       ) 3
 HZ2388
 HZ2388.Superseded values are not recommended for survey control.
 HZ2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2388.See file dsdata.txt to determine how the superseded data were derived.
 HZ2388
 HZ2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH4946543613(NAD 83)
 HZ2388_MARKER: 51 = TANK
 HZ2388
 HZ2388  HISTORY     - Date     Condition        Report By
 HZ2388  HISTORY     - 1954     FIRST OBSERVED   CGS
 HZ2388
 HZ2388                          STATION DESCRIPTION
 HZ2388
 HZ2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HZ2388'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE MILLERSBURG
 HZ2388'MUNICIPAL WATER TANK, LOCATED IN THE NORTH CENTRAL SECTION OF
 HZ2388'MILLERSBURG, AT THE NORTHEAST EDGE OF A CEMETERY.  IT IS A STEEL
 HZ2388'TANK, ATOP A 4 LEGGED STEEL STRUCTURE, PAINTED SILVER AND IS ABOUT
 HZ2388'125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1774 ***********************************************************************
 GZ1774  DESIGNATION -  MILLTOWN
 GZ1774  PID         -  GZ1774
 GZ1774  STATE/COUNTY-  KY/ADAIR
 GZ1774  USGS QUAD   -  GRADYVILLE (1973)
 GZ1774
 GZ1774                         *CURRENT SURVEY CONTROL
 GZ1774  ___________________________________________________________________
 GZ1774* NAD 83(1993)-  37 06 54.81436(N)    085 22 39.49049(W)     ADJUSTED  
 GZ1774* NAVD 88     -       250.196  (meters)     820.85   (feet)  ADJUSTED  
 GZ1774  ___________________________________________________________________
 GZ1774  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 GZ1774  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ1774  DYNAMIC HT  -         249.998 (meters)     820.20  (feet)  COMP
 GZ1774  MODELED GRAV-     979,832.8   (mgal)                       NAVD 88
 GZ1774
 GZ1774  HORZ ORDER  -  SECOND
 GZ1774  VERT ORDER  -  SECOND    CLASS 0
 GZ1774
 GZ1774.The horizontal coordinates were established by classical geodetic methods
 GZ1774.and adjusted by the National Geodetic Survey in December 1995..
 GZ1774
 GZ1774.The orthometric height was determined by differential leveling
 GZ1774.and adjusted by the National Geodetic Survey in June 1991..
 GZ1774
 GZ1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1774
 GZ1774.The geoid height was determined by GEOID03.
 GZ1774
 GZ1774.The dynamic height is computed by dividing the NAVD 88
 GZ1774.geopotential number by the normal gravity value computed on the
 GZ1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1774.degrees latitude (g = 980.6199 gals.).
 GZ1774
 GZ1774.The modeled gravity was interpolated from observed gravity values.
 GZ1774
 GZ1774;                    North         East     Units Scale Factor Converg.
 GZ1774;SPC KY1Z     - 1,086,844.415 1,533,094.303   MT  0.99999252   +0 13 43.0
 GZ1774;SPC KY1Z     - 3,565,755.38  5,029,826.89   sFT  0.99999252   +0 13 43.0
 GZ1774;SPC KY S     -   586,834.622   533,092.986   MT  0.99995266   +0 13 33.0
 GZ1774;SPC KY S     - 1,925,306.59  1,748,989.24   sFT  0.99995266   +0 13 33.0
 GZ1774;UTM  16      - 4,108,886.492   644,138.717   MT  0.99985594   +0 58 44.9
 GZ1774
 GZ1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1774!SPC KY1Z     -   0.99996567  x   0.99999252  =   0.99995819
 GZ1774!SPC KY S     -   0.99996567  x   0.99995266  =   0.99991833
 GZ1774!UTM  16      -   0.99996567  x   0.99985594  =   0.99982162
 GZ1774
 GZ1774|---------------------------------------------------------------------|
 GZ1774| PID    Reference Object                     Distance      Geod. Az  |
 GZ1774|                                                           dddmmss.s |
 GZ1774| GZ1773 MILLTOWN RM 1                        27.600 METERS 09432     |
 GZ1774| GZ2719 COLUMBIA RADIO STA WAIN MAST        APPROX. 8.9 KM 0953639.1 |
 GZ1774| GZ2718 COLUMBIA MUNICIPAL WATER TANK       APPROX. 7.2 KM 1021045.2 |
 GZ1774| CG9004 MILLTOWN AZ MK                                     1472401.1 |
 GZ1774| CG9005 MILLTOWN RM 2                        23.536 METERS 23651     |
 GZ1774|---------------------------------------------------------------------|
 GZ1774
 GZ1774                          SUPERSEDED SURVEY CONTROL
 GZ1774
 GZ1774  NAD 83(1986)-  37 06 54.82361(N)    085 22 39.49860(W) AD(       ) 2
 GZ1774  NAD 27      -  37 06 54.60200(N)    085 22 39.63100(W) AD(       ) 2
 GZ1774  NGVD 29 (??/??/92)  250.351  (m)          821.36   (f) ADJ UNCH    2 0
 GZ1774
 GZ1774.Superseded values are not recommended for survey control.
 GZ1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1774.See file dsdata.txt to determine how the superseded data were derived.
 GZ1774
 GZ1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG4413908886(NAD 83)
 GZ1774_MARKER: DS = TRIANGULATION STATION DISK
 GZ1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1774_STAMPING: MILLTOWN 1951
 GZ1774_MARK LOGO: CGS   
 GZ1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1774+STABILITY: SURFACE MOTION
 GZ1774
 GZ1774  HISTORY     - Date     Condition        Report By
 GZ1774  HISTORY     - 1951     MONUMENTED       CGS
 GZ1774  HISTORY     - 1951     GOOD             CGS
 GZ1774  HISTORY     - 19931101 MARK NOT FOUND   KYDT
 GZ1774
 GZ1774                          STATION DESCRIPTION
 GZ1774
 GZ1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ1774'STATION IS LOCATED ABOUT 4 MILES WEST OF COLUMBIA. IT IS 126 FEET
 GZ1774'WEST OF THE NORTHWEST CORNER OF A FRAME BARN, 78 FEET NORTHEAST OF A
 GZ1774'FENCE CORNER, 57 FEET EAST OF THE HIGHEST POINT OF HILL, 29 FEET
 GZ1774'NORTH OF AN EAST-WEST FENCELINE AND 5 FEET NORTHEAST OF A WHITE
 GZ1774'WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GZ1774'MILLTOWN 1951.
 GZ1774'
 GZ1774'REFERENCE MARK NO. 1 IS 35 FEET WEST OF THE NORTHWEST CORNER OF BARN
 GZ1774'AND 1 FOOT NORTH OF AN EAST-WEST FENCELINE. THE MARK PROJECTS 6
 GZ1774'INCHES AND THE DISK IS STAMPED MILLTOWN NO 1 1951.
 GZ1774'
 GZ1774'REFERENCE MARK NO. 2 IS 3 FEET NORTH OF A FENCE CORNER AND 1 FOOT
 GZ1774'EAST OF A NORTH-SOUTH FENCELINE. THE MARK PROJECTS 6 INCHES AND THE
 GZ1774'DISK IS STAMPED MILLTOWN NO 2 1951.
 GZ1774'
 GZ1774'AZIMUTH MARK IS 31 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 61,
 GZ1774'9 FEET WEST OF A DIRT ROAD, 2 FEET NORTH OF A WHITE WITNESS POST AND
 GZ1774'1 FOOT EAST OF A FENCELINE. THE MARK PROJECTS 6 INCHES AND THE DISK
 GZ1774'IS STAMPED MILLTOWN 1951.
 GZ1774'
 GZ1774'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN COLUMBIA, GO WEST ON
 GZ1774'STATE HIGHWAY NO. 80 FOR 0.55 MILE TO THE JUNCTION OF STATE HIGHWAY
 GZ1774'NO. 61, TURN RIGHT ON STATE HIGHWAY NO.61 AND GO 4.35 MILES TO A DIM
 GZ1774'DIRT CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR
 GZ1774'0.1 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT INTO DRIVEWAY AND GO
 GZ1774'0.1 MILE TO A HOUSE, HERE TURN LEFT AND GO WEST FOR 0.05 MILE
 GZ1774'TO THE TOP OF HILL AND THE STATION AS DESCRIBED.
 GZ1774'
 GZ1774'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GZ1774
 GZ1774                          STATION RECOVERY (1951)
 GZ1774
 GZ1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ1774'5 MI NW FROM COLUMBIA.
 GZ1774'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE COURT
 GZ1774'HOUSE AT COLUMBIA, THENCE ABOUT 4.35 MILES NORTHWEST ALONG STATE
 GZ1774'HIGHWAY 61, THENCE ABOUT 0.1 MILE NORTHEAST ACROSS A PASTURE TO
 GZ1774'THE TOP OF A HILL AND OLD CEMETERY, ABOUT 0.15 MILE NORTHWEST
 GZ1774'ALONG HIGHWAY 80 FROM BROWNING CHAPEL SCHOOL, THENCE ABOUT 0.1
 GZ1774'MILE NORTHEAST ACROSS A PASTURE, ABOUT 30 YARDS SOUTHEAST OF
 GZ1774'TOP OF HILL, 29 FEET NORTH OF A PICKET FENCE, 90 1/2 FEET
 GZ1774'WEST-NORTHWEST OF RM NO. 1, 77 1/2 FEET EAST-NORTHEAST OF RM NO.
 GZ1774'2, 126 FEET WEST OF THE WEST CORNER OF A BARN, 5 1/2 FEET
 GZ1774'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP
 GZ1774'OF A CONCRETE POST PROJECTING 5 INCHES.
 GZ1774
 GZ1774                          STATION RECOVERY (1993)
 GZ1774
 GZ1774'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RDH)
 GZ1774' 
 GZ1774' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1772 ***********************************************************************
 GZ1772  DESIGNATION -  MILLTOWN AZ MK
 GZ1772  PID         -  GZ1772
 GZ1772  STATE/COUNTY-  KY/ADAIR
 GZ1772  USGS QUAD   -  GRADYVILLE (1973)
 GZ1772
 GZ1772                         *CURRENT SURVEY CONTROL
 GZ1772  ___________________________________________________________________
 GZ1772* NAD 83(1986)-  37 06 46.     (N)    085 22 32.     (W)     SCALED    
 GZ1772* NAVD 88     -       244.060  (meters)     800.72   (feet)  ADJUSTED  
 GZ1772  ___________________________________________________________________
 GZ1772  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GZ1772  DYNAMIC HT  -         243.866 (meters)     800.08  (feet)  COMP
 GZ1772  MODELED GRAV-     979,832.4   (mgal)                       NAVD 88
 GZ1772
 GZ1772  VERT ORDER  -  SECOND    CLASS 0
 GZ1772
 GZ1772.The horizontal coordinates were scaled from a topographic map and have
 GZ1772.an estimated accuracy of +/- 6 seconds.
 GZ1772
 GZ1772.The orthometric height was determined by differential leveling
 GZ1772.and adjusted by the National Geodetic Survey in June 1991..
 GZ1772
 GZ1772.The geoid height was determined by GEOID03.
 GZ1772
 GZ1772.The dynamic height is computed by dividing the NAVD 88
 GZ1772.geopotential number by the normal gravity value computed on the
 GZ1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1772.degrees latitude (g = 980.6199 gals.).
 GZ1772
 GZ1772.The modeled gravity was interpolated from observed gravity values.
 GZ1772
 GZ1772;                    North         East    Units  Estimated Accuracy
 GZ1772;SPC KY1Z     - 1,086,570.    1,533,280.      MT  (+/- 180 meters Scaled)
 GZ1772
 GZ1772                          SUPERSEDED SURVEY CONTROL
 GZ1772
 GZ1772  NGVD 29 (??/??/92)  244.216  (m)          801.23   (f) ADJ UNCH    2 0
 GZ1772
 GZ1772.Superseded values are not recommended for survey control.
 GZ1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1772.See file dsdata.txt to determine how the superseded data were derived.
 GZ1772
 GZ1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG443086(NAD 83)
 GZ1772_MARKER: DZ = AZIMUTH MARK DISK
 GZ1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1772_STAMPING: MILLTOWN 1951
 GZ1772_MARK LOGO: CGS   
 GZ1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1772+STABILITY: SURFACE MOTION
 GZ1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1772+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 GZ1772
 GZ1772  HISTORY     - Date     Condition        Report By
 GZ1772  HISTORY     - 1951     MONUMENTED       CGS
 GZ1772  HISTORY     - 19931101 GOOD             KYDT
 GZ1772  HISTORY     - 20050824 GOOD             KYTC
 GZ1772
 GZ1772                          STATION DESCRIPTION
 GZ1772
 GZ1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1772'4.7 MI W FROM COLUMBIA.
 GZ1772'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE COURT
 GZ1772'HOUSE AT COLUMBIA, THENCE ABOUT 4.2 MILES WEST AND NORTHWEST
 GZ1772'ALONG STATE HIGHWAY 61, ABOUT 0.5 MILE NORTHWEST OF A PIPE LINE
 GZ1772'CROSSING, AT BROWNING CHAPEL SCHOOL, 30 FEET NORTHEAST OF CENTER
 GZ1772'LINE OF HIGHWAY, 137 1/2 FEET WEST OF THE WEST CORNER OF SCHOOL
 GZ1772'BUILDING, 2 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF A
 GZ1772'FENCE LINE, 8 FEET NORTHWEST OF CENTER LINE OF DIM ROAD
 GZ1772'NORTHEAST, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ1772'1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ1772'PROJECTING 6 INCHES.
 GZ1772
 GZ1772                          STATION RECOVERY (1993)
 GZ1772
 GZ1772'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RDH)
 GZ1772'MARK IS 15 FEET NORTHWEST OF AND INLINE WITH WHITE PICKET FENCE AND 4
 GZ1772'FEET NORTHEAST OF A TELEPHONE POLE.
 GZ1772
 GZ1772                          STATION RECOVERY (2005)
 GZ1772
 GZ1772'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1772'MARK IS 15 YARDS NORTHWEST ACROSS DRIVE AND INLINE WITH SOUTHWEST
 GZ1772'PICKET FENCE IN FRONT OF 1 STORY FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1773 ***********************************************************************
 GZ1773  DESIGNATION -  MILLTOWN RM 1
 GZ1773  PID         -  GZ1773
 GZ1773  STATE/COUNTY-  KY/ADAIR
 GZ1773  USGS QUAD   -  GRADYVILLE (1973)
 GZ1773
 GZ1773                         *CURRENT SURVEY CONTROL
 GZ1773  ___________________________________________________________________
 GZ1773* NAD 83(1986)-  37 06 54.     (N)    085 22 39.     (W)     SCALED    
 GZ1773* NAVD 88     -       248.710  (meters)     815.98   (feet)  ADJUSTED  
 GZ1773  ___________________________________________________________________
 GZ1773  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ1773  DYNAMIC HT  -         248.513 (meters)     815.33  (feet)  COMP
 GZ1773  MODELED GRAV-     979,832.8   (mgal)                       NAVD 88
 GZ1773
 GZ1773  VERT ORDER  -  SECOND    CLASS 0
 GZ1773
 GZ1773.The horizontal coordinates were scaled from a topographic map and have
 GZ1773.an estimated accuracy of +/- 6 seconds.
 GZ1773
 GZ1773.The orthometric height was determined by differential leveling
 GZ1773.and adjusted by the National Geodetic Survey in June 1991..
 GZ1773
 GZ1773.The geoid height was determined by GEOID03.
 GZ1773
 GZ1773.The dynamic height is computed by dividing the NAVD 88
 GZ1773.geopotential number by the normal gravity value computed on the
 GZ1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1773.degrees latitude (g = 980.6199 gals.).
 GZ1773
 GZ1773.The modeled gravity was interpolated from observed gravity values.
 GZ1773
 GZ1773;                    North         East    Units  Estimated Accuracy
 GZ1773;SPC KY1Z     - 1,086,820.    1,533,110.      MT  (+/- 180 meters Scaled)
 GZ1773
 GZ1773                          SUPERSEDED SURVEY CONTROL
 GZ1773
 GZ1773  NGVD 29 (??/??/92)  248.865  (m)          816.48   (f) ADJ UNCH    2 0
 GZ1773
 GZ1773.Superseded values are not recommended for survey control.
 GZ1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1773.See file dsdata.txt to determine how the superseded data were derived.
 GZ1773
 GZ1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG441088(NAD 83)
 GZ1773_MARKER: DR = REFERENCE MARK DISK
 GZ1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1773_STAMPING: MILLTOWN NO 1 1951
 GZ1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1773+STABILITY: SURFACE MOTION
 GZ1773
 GZ1773  HISTORY     - Date     Condition        Report By
 GZ1773  HISTORY     - 1951     MONUMENTED       CGS
 GZ1773  HISTORY     - 19931101 MARK NOT FOUND   KYDT
 GZ1773
 GZ1773                          STATION DESCRIPTION
 GZ1773
 GZ1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1773'5 MI NW FROM COLUMBIA.
 GZ1773'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE COURT
 GZ1773'HOUSE AT COLUMBIA, THENCE ABOUT 4.35 MILES WEST AND NORTHWEST
 GZ1773'ALONG STATE HIGHWAY 61, THENCE ABOUT 0.1 MILE NORTHEAST ACROSS
 GZ1773'A PASTURE TO THE TOP OF A HILL AND OLD CEMETERY, ABOUT 60 YARDS
 GZ1773'SOUTHEAST OF TOP OF HILL, 1 FOOT NORTH OF A PICKET FENCE, 36 FEET
 GZ1773'WEST OF THE WEST CORNER OF A BARN, 90 1/2 FEET EAST-SOUTHEAST
 GZ1773'OF THE STATION MARK, AND SET IN THE TOP OF A CONCRETE POST
 GZ1773'PROJECTING 6 INCHES.
 GZ1773
 GZ1773                          STATION RECOVERY (1993)
 GZ1773
 GZ1773'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RDH)
 GZ1773' 
 GZ1773' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1775 ***********************************************************************
 GZ1775  DESIGNATION -  MILLTOWN RM 2
 GZ1775  PID         -  GZ1775
 GZ1775  STATE/COUNTY-  KY/ADAIR
 GZ1775  USGS QUAD   -  GRADYVILLE (1973)
 GZ1775
 GZ1775                         *CURRENT SURVEY CONTROL
 GZ1775  ___________________________________________________________________
 GZ1775* NAD 83(1986)-  37 06 55.     (N)    085 22 39.     (W)     SCALED    
 GZ1775* NAVD 88     -       250.403  (meters)     821.53   (feet)  ADJUSTED  
 GZ1775  ___________________________________________________________________
 GZ1775  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GZ1775  DYNAMIC HT  -         250.204 (meters)     820.88  (feet)  COMP
 GZ1775  MODELED GRAV-     979,832.8   (mgal)                       NAVD 88
 GZ1775
 GZ1775  VERT ORDER  -  SECOND    CLASS 0
 GZ1775
 GZ1775.The horizontal coordinates were scaled from a topographic map and have
 GZ1775.an estimated accuracy of +/- 6 seconds.
 GZ1775
 GZ1775.The orthometric height was determined by differential leveling
 GZ1775.and adjusted by the National Geodetic Survey in June 1991..
 GZ1775
 GZ1775.The geoid height was determined by GEOID03.
 GZ1775
 GZ1775.The dynamic height is computed by dividing the NAVD 88
 GZ1775.geopotential number by the normal gravity value computed on the
 GZ1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1775.degrees latitude (g = 980.6199 gals.).
 GZ1775
 GZ1775.The modeled gravity was interpolated from observed gravity values.
 GZ1775
 GZ1775;                    North         East    Units  Estimated Accuracy
 GZ1775;SPC KY1Z     - 1,086,850.    1,533,110.      MT  (+/- 180 meters Scaled)
 GZ1775
 GZ1775                          SUPERSEDED SURVEY CONTROL
 GZ1775
 GZ1775  NGVD 29 (??/??/92)  250.558  (m)          822.04   (f) ADJ UNCH    2 0
 GZ1775
 GZ1775.Superseded values are not recommended for survey control.
 GZ1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1775.See file dsdata.txt to determine how the superseded data were derived.
 GZ1775
 GZ1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG441088(NAD 83)
 GZ1775_MARKER: DR = REFERENCE MARK DISK
 GZ1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1775_STAMPING: MILLTOWN NO 2 1951
 GZ1775_MARK LOGO: CGS   
 GZ1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1775+STABILITY: SURFACE MOTION
 GZ1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1775+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 GZ1775
 GZ1775  HISTORY     - Date     Condition        Report By
 GZ1775  HISTORY     - 1951     MONUMENTED       CGS
 GZ1775  HISTORY     - 19931101 GOOD             KYDT
 GZ1775  HISTORY     - 20050824 GOOD             KYTC
 GZ1775
 GZ1775                          STATION DESCRIPTION
 GZ1775
 GZ1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1775'5 MI NW FROM COLUMBIA.
 GZ1775'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE COURT
 GZ1775'HOUSE AT COLUMBIA, THENCE ABOUT 4.35 MILES WEST AND NORTHWEST
 GZ1775'ALONG STATE HIGHWAY 61, THENCE ABOUT 0.1 MILE NORTHEAST ACROSS
 GZ1775'A PASTURE TO THE TOP OF A HILL AND OLD CEMETERY, ABOUT 0.15
 GZ1775'MILE NORTHWEST ALONG HIGHWAY 80 FROM BROWNING CHAPEL SCHOOL,
 GZ1775'THENCE ABOUT 0.1 MILE NORTHEAST ALONG PASTURE, IN THE SOUTHWEST
 GZ1775'CORNER OF AN OLD PICKET FENCE, 4 1/2 FEET NORTH OF PICKET FENCE,
 GZ1775'1 FOOT EAST OF PICKET FENCE, 77 1/2 FEET WEST-SOUTHWEST OF THE
 GZ1775'STATION MARK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1775'5 INCHES.
 GZ1775
 GZ1775                          STATION RECOVERY (1993)
 GZ1775
 GZ1775'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RDH)
 GZ1775'MARK IS AT REAR OF DOUBLE WIDE TRAILER.
 GZ1775' 
 GZ1775
 GZ1775                          STATION RECOVERY (2005)
 GZ1775
 GZ1775'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2847 ***********************************************************************
 GZ2847  DESIGNATION -  MINA
 GZ2847  PID         -  GZ2847
 GZ2847  STATE/COUNTY-  KY/CLARK
 GZ2847  USGS QUAD   -  PALMER (1976)
 GZ2847
 GZ2847                         *CURRENT SURVEY CONTROL
 GZ2847  ___________________________________________________________________
 GZ2847* NAD 83(1993)-  37 51 55.38491(N)    084 04 44.83374(W)     ADJUSTED  
 GZ2847* NAVD 88     -       257.     (meters)     843.     (feet)  SCALED    
 GZ2847  ___________________________________________________________________
 GZ2847  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 GZ2847  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 GZ2847
 GZ2847  HORZ ORDER  -  THIRD
 GZ2847
 GZ2847.The horizontal coordinates were established by classical geodetic methods
 GZ2847.and adjusted by the National Geodetic Survey in December 1995..
 GZ2847
 GZ2847.The orthometric height was scaled from a topographic map.
 GZ2847
 GZ2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2847
 GZ2847.The geoid height was determined by GEOID03.
 GZ2847
 GZ2847;                    North         East     Units Scale Factor Converg.
 GZ2847;SPC KY1Z     - 1,171,346.727 1,647,003.493   MT  0.99990496   +1 01 33.1
 GZ2847;SPC KY1Z     - 3,842,993.39  5,403,543.96   sFT  0.99990496   +1 01 33.1
 GZ2847;SPC KY N     -    40,570.474   515,036.407   MT  1.00001687   +0 06 22.7
 GZ2847;SPC KY N     -   133,104.96  1,689,748.61   sFT  1.00001687   +0 06 22.7
 GZ2847;SPC KY S     -   671,323.582   647,015.937   MT  0.99998831   +1 00 48.0
 GZ2847;SPC KY S     - 2,202,500.79  2,122,751.45   sFT  0.99998831   +1 00 48.0
 GZ2847;UTM  16      - 4,194,901.330   756,941.168   MT  1.00041321   +1 47 37.8
 GZ2847;UTM  17      - 4,195,349.221   229,135.596   MT  1.00050375   -1 53 28.1
 GZ2847
 GZ2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2847!SPC KY1Z     -   0.99996481  x   0.99990496  =   0.99986978
 GZ2847!SPC KY N     -   0.99996481  x   1.00001687  =   0.99998168
 GZ2847!SPC KY S     -   0.99996481  x   0.99998831  =   0.99995312
 GZ2847!UTM  16      -   0.99996481  x   1.00041321  =   1.00037801
 GZ2847!UTM  17      -   0.99996481  x   1.00050375  =   1.00046854
 GZ2847
 GZ2847|---------------------------------------------------------------------|
 GZ2847| PID    Reference Object                     Distance      Geod. Az  |
 GZ2847|                                                           dddmmss.s |
 GZ2847| GZ2849 TT 18 EV USGS 1951                   44.969 METERS 04235     |
 GZ2847| DB9742 MINA AZ MK                                         1874212.4 |
 GZ2847| DB9743 MINA RM 1                            18.444 METERS 29258     |
 GZ2847| GZ2844 RUCKERVILLE                         APPROX. 7.2 KM 3500506.8 |
 GZ2847|---------------------------------------------------------------------|
 GZ2847
 GZ2847                          SUPERSEDED SURVEY CONTROL
 GZ2847
 GZ2847  NAD 83(1986)-  37 51 55.39081(N)    084 04 44.84051(W) AD(       ) 3
 GZ2847  NAD 27      -  37 51 55.09500(N)    084 04 45.10900(W) AD(       ) 3
 GZ2847
 GZ2847.Superseded values are not recommended for survey control.
 GZ2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2847.See file dsdata.txt to determine how the superseded data were derived.
 GZ2847
 GZ2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG5694194901(NAD 83)
 GZ2847_MARKER: DS = TRIANGULATION STATION DISK
 GZ2847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2847
 GZ2847  HISTORY     - Date     Condition        Report By
 GZ2847  HISTORY     - 1951     MONUMENTED       CGS
 GZ2847
 GZ2847                          STATION DESCRIPTION
 GZ2847
 GZ2847'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2847'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF WINCHESTER AND 9
 GZ2847'MILES WEST OF CLAY CITY.  IT IS 57 FEET SOUTHEAST OF A POWER LINE
 GZ2847'POLE, 24 FEET NORTHWEST OF THE CENTER OF A PAVED ROAD, 6 FEET
 GZ2847'SOUTHWEST OF A WHITE WITNESS POST AND 3 FEET NORTHWEST OF A FENCE.
 GZ2847'THE MARK IS FLUSH AND THE DISK IS STAMPED MINA 1951.
 GZ2847'
 GZ2847'REFERENCE MARK NO. 1 IS ON A HILL NORTHWEST OF THE STATION AND IS
 GZ2847'ABOUT 5 FEET HIGHER IN ELEVATION THAN THE STATION.  IT IS 4 FEET
 GZ2847'SOUTHWEST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS
 GZ2847'STAMPED MINA NO 1 1951.
 GZ2847'
 GZ2847'TT 18 EV (USGS) BM IS 47 FEET E OF A 24 INCH WALNUT TREE WITH A
 GZ2847'TRIANGLE BLAZE ON THE NORTH SIDE, 16 FEET SOUTHEAST OF THE CENTER
 GZ2847'OF A PAVED ROAD AND 2 FEET NORTHWEST OF A FENCELINE.  THE MARK IS AN
 GZ2847'8X8 INCH CONCRETE POST THAT PROJECTS ABOUT 4 INCHES WITH A
 GZ2847'STANDARD BRONZE USGS BENCH MARK DISK ATOP STAMPED TT EV 842 1950.
 GZ2847'THIS MARK WAS USED AS A REFERENCE MARK.
 GZ2847'
 GZ2847'THE AZIMUTH MARK IS 13 FEET EAST OF THE CENTER OF A PAVED ROAD, 2
 GZ2847'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 GZ2847'FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 GZ2847'MINA 1951.
 GZ2847'
 GZ2847'TO REACH THE STATION FROM THE ESTILL COUNTY COURTHOUSE IN IRVINE, GO
 GZ2847'NORTH AND WEST ON STATE HIGHWAY NO. 89 FOR 11.1 MILES TO A STEEL
 GZ2847'BRIDGE AT THE ESTILL-CLARK COUNTY LINE, CONTINUE ON HIGHWAY 89 FOR
 GZ2847'3.75 MILES TO A PAVED T-ROAD LEFT (RED RIVER ROAD)
 GZ2847'TURN LEFT AND GO WEST AND SOUTH FOR
 GZ2847'0.8 MILE TO A REVERSE FORK ROAD JUNCTION
 GZ2847'(BLOOMINGDALE PIKE) CONTINUE
 GZ2847'SOUTHWEST FOR 0.05 MILE AND THE STATION ON THE RIGHT AS
 GZ2847'DESCRIBED.
 GZ2847'
 GZ2847'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST AND SOUTH ON
 GZ2847'RED RIVER ROAD FOR 0.15 MILE AND THE AZIMUTH MARK ON THE LEFT
 GZ2847'AS DESCRIBED.
 GZ2847'
 GZ2847'TRIANGULATION STATION RUCKERVILLE IS VISIBLE FROM THE GROUND.
 GZ2847'
 GZ2847'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2506 ***********************************************************************
 HY2506  DESIGNATION -  MINERVA RESET
 HY2506  PID         -  HY2506
 HY2506  STATE/COUNTY-  KY/MASON
 HY2506  USGS QUAD   -  GERMANTOWN (1952)
 HY2506
 HY2506                         *CURRENT SURVEY CONTROL
 HY2506  ___________________________________________________________________
 HY2506* NAD 83(1993)-  38 42 31.20794(N)    083 55 06.56740(W)     ADJUSTED  
 HY2506* NAVD 88     -       292.     (meters)     958.     (feet)  SCALED    
 HY2506  ___________________________________________________________________
 HY2506  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 HY2506  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HY2506
 HY2506  HORZ ORDER  -  FIRST
 HY2506
 HY2506.The horizontal coordinates were established by classical geodetic methods
 HY2506.and adjusted by the National Geodetic Survey in April 1998..
 HY2506
 HY2506.The orthometric height was scaled from a topographic map.
 HY2506
 HY2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2506
 HY2506.The geoid height was determined by GEOID03.
 HY2506
 HY2506;                    North         East     Units Scale Factor Converg.
 HY2506;SPC KY1Z     - 1,265,194.401 1,659,297.033   MT  1.00001040   +1 07 28.1
 HY2506;SPC KY1Z     - 4,150,891.96  5,443,877.02   sFT  1.00001040   +1 07 28.1
 HY2506;SPC KY N     -   134,212.329   528,833.928   MT  0.99997093   +0 12 22.4
 HY2506;SPC KY N     -   440,328.28  1,735,015.98   sFT  0.99997093   +0 12 22.4
 HY2506;SPC OH S     -    79,641.641   476,623.390   MT  1.00000494   -0 54 00.2
 HY2506;UTM  17      - 4,288,491.906   246,225.546   MT  1.00039313   -1 49 33.9
 HY2506;UTM  16      - 4,288,956.576   767,952.454   MT  1.00048425   +1 55 41.5
 HY2506
 HY2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2506!SPC KY1Z     -   0.99995948  x   1.00001040  =   0.99996988
 HY2506!SPC KY N     -   0.99995948  x   0.99997093  =   0.99993041
 HY2506!SPC OH S     -   0.99995948  x   1.00000494  =   0.99996442
 HY2506!UTM  17      -   0.99995948  x   1.00039313  =   1.00035259
 HY2506!UTM  16      -   0.99995948  x   1.00048425  =   1.00044371
 HY2506
 HY2506:                Primary Azimuth Mark                     Grid Az
 HY2506:SPC KY1Z     -  MINERVA AZ MK                            041 57 14.2
 HY2506:SPC KY N     -  MINERVA AZ MK                            042 52 19.9
 HY2506:SPC OH S     -  MINERVA AZ MK                            043 58 42.5
 HY2506:UTM  17      -  MINERVA AZ MK                            044 54 16.2
 HY2506:UTM  16      -  MINERVA AZ MK                            041 09 00.8
 HY2506
 HY2506|---------------------------------------------------------------------|
 HY2506| PID    Reference Object                     Distance      Geod. Az  |
 HY2506|                                                           dddmmss.s |
 HY2506| DB9744 MINERVA AZ MK                                      0430442.3 |
 HY2506| DB9745 MINERVA RM 1                         77.803 METERS 07605     |
 HY2506| DB9746 MINERVA RM 2                         80.089 METERS 13920     |
 HY2506|---------------------------------------------------------------------|
 HY2506
 HY2506                          SUPERSEDED SURVEY CONTROL
 HY2506
 HY2506  NAD 83(1993)-  38 42 31.20917(N)    083 55 06.56804(W) AD(       ) 1
 HY2506  NAD 83(1986)-  38 42 31.21597(N)    083 55 06.57706(W) AD(       ) 1
 HY2506  NAD 27      -  38 42 30.95500(N)    083 55 06.83900(W) AD(       ) 1
 HY2506
 HY2506.Superseded values are not recommended for survey control.
 HY2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2506.See file dsdata.txt to determine how the superseded data were derived.
 HY2506
 HY2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4622688492(NAD 83)
 HY2506_MARKER: N = NAIL
 HY2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2506_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2506
 HY2506  HISTORY     - Date     Condition        Report By
 HY2506  HISTORY     - 1887     MONUMENTED       CGS
 HY2506  HISTORY     - 1933     GOOD             CGS
 HY2506  HISTORY     - 1935     SEE DESCRIPTION  CGS
 HY2506  HISTORY     - 1935     SEE DESCRIPTION  CGS
 HY2506  HISTORY     - 1939     GOOD             CGS
 HY2506  HISTORY     - 1953     GOOD             CGS
 HY2506
 HY2506                          STATION DESCRIPTION
 HY2506
 HY2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (ATM)
 HY2506'ABOUT ONE FOURTH MILE NORTH OF THE CROSSROADS WHERE ARE LOCATED
 HY2506'CHURCHES, STORES, ETC, WHICH FORM THE VILLAGE OF MINERVA, IN A FIELD
 HY2506'BELONGING TO GEORGE F. WINTER DIRECTLY ACROSS THE ROAD FROM MR.
 HY2506'WILSONS HOUSE.  THE STATION IS MARKED BY A NAIL SET IN CONCRETE AT
 HY2506'THE CENTER OF THE TOP OF A TILE 6 INCHES IN DIAMETER AND 2 FEET LONG.
 HY2506'THE TILE IS FILLED WITH CONCRETE AND IS SET FLUSH WITH THE SURFACE
 HY2506'OF THE GROUND.  THE UNDERGROUND MARK IS AN EARTHENWARE PYRAMID SET
 HY2506'ABOUT 3 FEET BELOW THE SURFACE.  THERE ARE FOUR REFERENCE MARKS
 HY2506'SIMILAR TO THE SURFACE MARK AT THE STATION, EXCEPT THE TILES ARE
 HY2506'ONLY 4 INCHES IN DIAMETER. THE STATION--1.74 METERS NORTH 1.86 METERS
 HY2506'EAST, 1.77 METERS SOUTH, AND 1.82 METERS WEST.  THE FOLLOWING
 HY2506'BEARINGS WERE READ AT THE STATION--FRONT GABLE CHRISTIAN CHURCH
 HY2506'(WOOD), S 11 DEG 01 MIN E, BACK GABLE METHODIST CHURCH (BRICK),
 HY2506'S 07 DEG 08 MIN E, BACK GABLE CATHOLIC CHURCH (WOOD), S 04 DEG 34
 HY2506'MIN E, FRONT GABLE BAPTIST CHURCH (BRICK), S 1 DEG 54 MIN W, EAST
 HY2506'CHIMNEY WINTERS HOUSE, S 51 DEG 53 MIN W AND FRONT DOOR WILSONS
 HY2506'HOUSE, S 73 DEG 54 MIN E.
 HY2506
 HY2506                          STATION RECOVERY (1933)
 HY2506
 HY2506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LGS)
 HY2506'STATION RECOVERED AND REDESCRIBED BY RECONNAISSANCE PARTY OF L.G.S.
 HY2506'AS FOLLOWS--STATION IS ABOUT 1/4 MILE NORTH OF THE VILLAGE OF
 HY2506'MINERVA, KENTUCKY, ON THE LAND OF MR. KING, WHO LIVES ABOUT 1/4
 HY2506'MILE NORTH ALONG ROAD FROM STATION.  AN OLD COAST SURVEY STATION OF
 HY2506'THE 39TH PARALLEL.
 HY2506'
 HY2506'TO REACH FROM BROOKSVILLE, AT THE JUNCTION OF STATE HIGHWAYS 10 AND
 HY2506'19, TAKE STATE HIGHWAY 10 EAST FOR 9.7 MILES OR 3.05 MILES BEYOND
 HY2506'THE GERMANTOWN SCHOOL AND TURN LEFT (NORTH) ON ASPHALT T ROAD AT
 HY2506'GULF GAS STATION, FOLLOW THIS 3.65 MILES TO CROSSROADS AT MINERVA
 HY2506'AND KEEP STRAIGHT AHEAD FOR 0.2 MILE TO D F WEAVERS HOUSE ON EAST
 HY2506'SIDE OF ROAD. STATION IS IN FIELD ACROSS FROM WEAVERS HOUSE ABOUT 250
 HY2506'FEET FROM ROAD.  ON THE CONCRETE WALK IN FRONT OF GATE TO WEAVERS
 HY2506'HOUSE THERE IS CARVED U.S.G.S. WITH A CROSS BETWEEN THE S AND G.  SET
 HY2506'TRANSIT OVER THIS CROSS AND TURN AN ANGLE OF 90 DEG 13 MIN TO THE
 HY2506'RIGHT FROM THE TALLEST CHURCH STEEPLE WITH CROSS ON TOP IN
 HY2506'MINERVA, AND MEASURE OUT 257 FEET ALONG THIS LINE TO STATION IN
 HY2506'FIELD.  THIS OLD STATION MARK, A 6 INCH TILE FILLED WITH CONCRETE
 HY2506'WAS FOUND AND THREE OF THE FOUR 4 INCH CONCRETE FILLED TILE
 HY2506'REFERENCE MARKS FOUND, THE SOUTH REFERENCE BEING GONE.  ORIGINAL
 HY2506'DISTANCES CHECKED WITHIN 1 CENTIMETER OR BETTER AND ARE GIVEN AS
 HY2506'FOLLOWS--NORTH REFERENCE MARK, 1.74 METERS, EAST REFERENCE MARK,
 HY2506'1.86 METERS--WEST REFERENCE MARK, 1.82 METERS.
 HY2506'
 HY2506'THE SOUTH REFERENCE MARK IS GONE.  ONLY THE EAST REFERENCE STILL
 HY2506'REMAINS WITH NAIL MARKING CENTER.  UNDERGROUND MARK IS AN EARTHENWARE
 HY2506'PYRAMID.
 HY2506
 HY2506                          STATION RECOVERY (1935)
 HY2506
 HY2506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 HY2506'STATION RECOVERED AS DESCRIBED BY SIMMONS IN 1933.
 HY2506'
 HY2506'THE OHIO RIVER FERRIES AT DOVER AND UTOPIA STOP OPERATION AT 6 P.M.
 HY2506'TO REACH FROM THE OHIO SIDE OF THE RIVER AFTER 6 P.M., USE THE
 HY2506'MAYSVILLE BRIDGE.  FROM MAYSVILLE FOLLOW STATE HIGHWAY 10 WESTWARD
 HY2506'ABOUT 10.0 MILES OR 3.0 MILES EAST OF GERMANTOWN SCHOOL TO A MACADAM
 HY2506'T ROAD NORTH (DOVER ROAD), TURN RIGHT (NORTH) ON DOVER ROAD AND GO
 HY2506'3.65 MILES TO MINERVA CROSSROAD, THERE CONTINUE NORTH FOR 0.2 MILE TO
 HY2506'WEAVERS HOUSE ON EAST SIDE OF ROAD, THENCE FOLLOW ABOVE DETAILED
 HY2506'DESCRIPTION BY SIMONS TO THE STATION.
 HY2506'
 HY2506'STATION WILL BE REMARKED BY THE PARTY OF M.A. HECHT.  TOWER WAS
 HY2506'ERECTED A FEW DAYS AFTER THIS NOTE WAS WRITTEN.
 HY2506
 HY2506                          STATION RECOVERY (1935)
 HY2506
 HY2506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HY2506'STATION IS ABOUT 1/4 MILE NORTH OF THE VILLAGE OF MINERVA, ON THE
 HY2506'PROPERTY OF A MR. KING WHO LIVES ABOUT 1/4 MILE NORTH OF THE STATION.
 HY2506'
 HY2506'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 68 AND STATE HIGHWAY
 HY2506'10 IN MAYSVILLE GO WESTERLY ON STATE HIGHWAY 10 FOR 9.7 MILES TO A
 HY2506'MACADAM T ROAD RIGHT.  TURN RIGHT AND GO 3.6 MILES TO THE CROSSROADS
 HY2506'IN MINERVA.  CONTINUE STRAIGHT FOR 0.2 MILE TO HOME OF MR. D.F.
 HY2506'WEAVER ON THE RIGHT AND STATION ON SUMMIT OF FIELD ABOUT 85 YARDS
 HY2506'WEST.
 HY2506'
 HY2506'STATION IS ON THE SUMMIT OF A BARE CULTIVATED FIELD, 49 PACES WEST
 HY2506'NORTHWEST OF A FRINGE OF SMALL TREES AND BUSHES THAT RUN ALONG THE
 HY2506'WEST SIDE OF AN OLD SUNKEN PIT.  MARK IS SET UNDERGROUND 12 INCHES.
 HY2506'
 HY2506'REFERENCE MARK NO.1 IS EAST NORTHEAST OF THE STATION, ABOUT 10 YARDS
 HY2506'WEST OF THE CENTER LINE OF THE MACADAM ROAD, AND 2 YARDS SOUTH
 HY2506'SOUTHWEST OF A 24 INCH LOCUST TREE.  MARK PROJECTS 12 INCHES.
 HY2506'
 HY2506'REFERENCE MARK NO.2 IS SOUTHEAST OF THE STATION, 2 FEET WEST OF WIRE
 HY2506'FENCE, ABOUT 8 YARDS WEST OF THE CENTER LINE OF THE MACADAM ROAD,
 HY2506'AND 4 YARDS SOUTH SOUTHWEST OF A 16 WALNUT TREE.  MARK PROJECTS 12
 HY2506'INCHES.
 HY2506'
 HY2506'AZIMUTH MARK IS NORTHEAST OF STATION, ABOUT 8 YARDS WEST OF THE
 HY2506'CENTER LINE OF THE MACADAM ROAD, AND 2-1/2 YARDS SOUTHWEST OF THE
 HY2506'SOUTH POST OF WOODEN GATE.  MARK PROJECTS 12 INCHES.
 HY2506'
 HY2506'STATION WAS RECOVERED.  THE OLD SURFACE STATION MARK, A TILE 2 FEET
 HY2506'LONG AND 6 INCHES IN DIAMETER FILLED WITH CONCRETE, WAS REMOVED AND
 HY2506'A NEW MARK WAS CENTERED OVER THE OLD UNDERGROUND MARK.
 HY2506'THE UNDERGROUND MARK IS AN EARTHENWARE PYRAMID.  TWO NEW REFERENCE
 HY2506'MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.  THE OLD
 HY2506'REFERENCE MARKS WERE NOT RECOVERED.
 HY2506'
 HY2506'A 103 FOOT TOWER WAS REQUIRED.
 HY2506'
 HY2506'NO NATURAL OBJECTS VISIBLE FROM THE GROUND.
 HY2506'
 HY2506'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HY2506
 HY2506                          STATION RECOVERY (1939)
 HY2506
 HY2506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 HY2506'THE STATION MARK AND REFERENCE MARKS ESTABLISHED BY M.A.H. IN 1935
 HY2506'WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE STATION WAS
 HY2506'NOT OCCUPIED BY THIS PARTY.
 HY2506
 HY2506                          STATION RECOVERY (1953)
 HY2506
 HY2506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2506'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 HY2506'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH
 HY2506'MARK CHECKED.  THE FOLLOWING CHANGES WERE MADE IN THE ORIGINAL
 HY2506'DESCRIPTION--
 HY2506'
 HY2506'STATION IS 264 FEET NORTHWEST OF A WHITE WITNESS POST, 245 FEET WEST
 HY2506'OF THE CENTER OF STATE HIGHWAY 1235 AND 226 FEET WEST OF A POWER
 HY2506'POLE. THE MARK IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED
 HY2506'MINERVA 1935.
 HY2506'
 HY2506'REFERENCE MARK NO.1 IS 28 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 HY2506'4 FEET WEST OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 HY2506'DISK IS STAMPED MINERVA NO 1 1935.
 HY2506'
 HY2506'REFERENCE MARK NO.2 IS 20 FEET WEST OF THE CENTER OF THE HIGHWAY, 9
 HY2506'FEET NORTHWEST OF A POWER POLE AND 2 FEET NORTHEAST OF A WHITE
 HY2506'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HY2506'STAMPED MINERVA NO 2 1953.
 HY2506'
 HY2506'AZIMUTH MARK IS 23 FEET NORTHWEST OF THE CENTER OF HIGHWAY 1235, 4
 HY2506'FEET SOUTHWEST OF A GATE POST, 2 FEET WEST OF A WHITE WITNESS POST
 HY2506'AND 2 FEET NORTHWEST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES
 HY2506'AND THE DISK IS STAMPED MINERVA AZI 1935.
 HY2506'
 HY2506'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 435 AND 1235
 HY2506'IN THE SMALL VILLAGE OF MINERVA, GO NORTH ON HIGHWAY 1235 FOR 0.25
 HY2506'MILE TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE NORTH AND
 HY2506'NORTHEAST ON THE HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT
 HY2506'AS DESCRIBED.
 HY2506'
 HY2506'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0074 ***********************************************************************
 GD0074  DESIGNATION -  MITCHELL
 GD0074  PID         -  GD0074
 GD0074  STATE/COUNTY-  KY/TRIGG
 GD0074  USGS QUAD   -  FENTON (1986)
 GD0074
 GD0074                         *CURRENT SURVEY CONTROL
 GD0074  ___________________________________________________________________
 GD0074* NAD 83(1993)-  36 46 49.91629(N)    088 03 23.08332(W)     ADJUSTED  
 GD0074* NAVD 88     -       201.013  (meters)     659.49   (feet)  ADJUSTED  
 GD0074  ___________________________________________________________________
 GD0074  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 GD0074  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0074  DYNAMIC HT  -         200.854 (meters)     658.97  (feet)  COMP
 GD0074  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 GD0074
 GD0074  HORZ ORDER  -  SECOND
 GD0074  VERT ORDER  -  FIRST     CLASS II
 GD0074
 GD0074.The horizontal coordinates were established by classical geodetic methods
 GD0074.and adjusted by the National Geodetic Survey in December 1995..
 GD0074
 GD0074.The orthometric height was determined by differential leveling
 GD0074.and adjusted by the National Geodetic Survey in June 1991..
 GD0074
 GD0074.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0074
 GD0074.The geoid height was determined by GEOID03.
 GD0074
 GD0074.The dynamic height is computed by dividing the NAVD 88
 GD0074.geopotential number by the normal gravity value computed on the
 GD0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0074.degrees latitude (g = 980.6199 gals.).
 GD0074
 GD0074.The modeled gravity was interpolated from observed gravity values.
 GD0074
 GD0074;                    North         East     Units Scale Factor Converg.
 GD0074;SPC KY1Z     - 1,052,178.111 1,294,117.091   MT  1.00008620   -1 24 57.8
 GD0074;SPC KY1Z     - 3,452,021.02  4,245,782.49   sFT  1.00008620   -1 24 57.8
 GD0074;SPC KY S     -   552,140.314   294,136.024   MT  0.99999177   -1 23 55.5
 GD0074;SPC KY S     - 1,811,480.35    965,011.27   sFT  0.99999177   -1 23 55.5
 GD0074;SPC TN       -   273,457.150   416,428.531   MT  1.00008480   -1 12 14.1
 GD0074;SPC TN       -   897,167.33  1,366,232.61   sFT  1.00008480   -1 12 14.1
 GD0074;UTM  16      - 4,071,046.926   405,733.628   MT  0.99970947   -0 37 57.3
 GD0074
 GD0074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0074!SPC KY1Z     -   0.99997300  x   1.00008620  =   1.00005919
 GD0074!SPC KY S     -   0.99997300  x   0.99999177  =   0.99996477
 GD0074!SPC TN       -   0.99997300  x   1.00008480  =   1.00005779
 GD0074!UTM  16      -   0.99997300  x   0.99970947  =   0.99968247
 GD0074
 GD0074|---------------------------------------------------------------------|
 GD0074| PID    Reference Object                     Distance      Geod. Az  |
 GD0074|                                                           dddmmss.s |
 GD0074| CG4606 MITCHELL RM 1                        20.495 METERS 06432     |
 GD0074| GD1454 MITCHELL RESET                       39.735 METERS 11718     |
 GD0074| GD0075 MITCHELL RM 2                        24.448 METERS 16032     |
 GD0074| GD1455 JB 1810 TVA 1971                    139.290 METERS 25127     |
 GD0074| CG4605 MITCHELL AZ MK                                     2684227.1 |
 GD0074| GD1456 MITCHELL AZ MK RESET                APPROX. 0.8 KM 2742443.8 |
 GD0074|---------------------------------------------------------------------|
 GD0074
 GD0074                          SUPERSEDED SURVEY CONTROL
 GD0074
 GD0074  NAD 83(1986)-  36 46 49.92468(N)    088 03 23.08692(W) AD(       ) 2
 GD0074  NAD 27      -  36 46 49.73500(N)    088 03 22.98900(W) AD(       ) 2
 GD0074  NGVD 29 (??/??/??)  201.076  (m)          659.70   (f) ADJUSTED    1 2
 GD0074
 GD0074.Superseded values are not recommended for survey control.
 GD0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0074.See file dsdata.txt to determine how the superseded data were derived.
 GD0074
 GD0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF0573471047(NAD 83)
 GD0074_MARKER: DS = TRIANGULATION STATION DISK
 GD0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0074_STAMPING: MITCHELL 1934
 GD0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0074+STABILITY: SURFACE MOTION
 GD0074
 GD0074  HISTORY     - Date     Condition        Report By
 GD0074  HISTORY     - 1934     MONUMENTED       CGS
 GD0074  HISTORY     - 1948     GOOD             CGS
 GD0074  HISTORY     - 1971     SEE DESCRIPTION  TVA
 GD0074
 GD0074                          STATION DESCRIPTION
 GD0074
 GD0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD0074'ABOUT 9-1/4 MILES NORTHWEST OF LINTON, ABOUT 5 MILES WEST-SOUTHWEST
 GD0074'OF CANTON, ON U.S. ROUTE 68 BETWEEN CUMBERLAND AND TENNESSEE RIVERS,
 GD0074'AND ON PROPERTY OF MR JIM MILLER.  TO REACH FROM POST OFFICE IN
 GD0074'GOLDEN POND, GO WEST 2.0 MILES ON U.S. ROUTE 68 OR 0.4 MILE
 GD0074'BEYOND STORE AND SHELL FILLING STATION OF H. C. MITCHELL TO STATION.
 GD0074'STATION IS ON SMALL EMBANKMENT, IN PASTURE, 50 FEET
 GD0074'SOUTH-SOUTHEAST OF CENTER LINE OF U.S. ROUTE 68, ABOUT 150 FEET
 GD0074'SOUTHEAST OF HOME OF MR. M. BLAND, AND 21 FEET SOUTH-SOUTHEAST OF
 GD0074'WIRE FENCE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 GD0074'STATION MARKS, IN CONCRETE.  REFERENCE AND AZIMUTH
 GD0074'MARKS ARE STANDARD DISK REFERENCE MARKS IN CONCRETE.
 GD0074'NO 1 IS IN PASTURE, 10 FEET SOUTH-SOUTHEAST, OF WIRE FENCE, AND
 GD0074'67.24 FEET FROM STATION N 64 DEG 32 MIN E.  NO 2 IS ALONG
 GD0074'DOWNWARD SLOPE OF PASTURE AND 80.71 FEET FROM STATION S 19 DEG
 GD0074'28 MIN E.  AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER LINE
 GD0074'OF U.S. ROUTE 68, ON SMALL EMBANKMENT, 2-1/2 FEET NORTH OF WIRE
 GD0074'FENCE AND ABOUT 0.4 MILE SPEEDOMETER FROM STATION S 88 DEG 43 MIN W.
 GD0074
 GD0074                          STATION RECOVERY (1948)
 GD0074
 GD0074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 GD0074'2 MI W FROM GOLDEN POND.
 GD0074'ABOUT 2.05 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0074'AT GOLDEN POND, 0.65 MILE EAST OF THE JUNCTION WITH THE DIVIDING
 GD0074'RIDGE ROAD, AT THE TOP OF A HILL, IN THE NORTHEAST CORNER OF A
 GD0074'PASTURE ON THE SOUTH SIDE OF THE HIGHWAY, 138 FEET EAST OF THE
 GD0074'NORTHEAST CORNER OF A SMALL IMMITATION BRICK HOUSE, 42 FEET
 GD0074'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 118 FEET NORTH OF R.M.
 GD0074'NO. 2, 9 FEET SOUTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE
 GD0074'LINE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 8 FEET
 GD0074'ABOVE THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE
 GD0074'POST PROJECTING 8 INCHES.
 GD0074
 GD0074                          STATION RECOVERY (1971)
 GD0074
 GD0074'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 GD0074'STATION MARK DISTURBED.  MONUMENT REMOVED SO UNDERGROUND MARK
 GD0074'WOULD BE EXPOSED.  REFERENCE MARKS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1456 ***********************************************************************
 GD1456  DESIGNATION -  MITCHELL AZ MK RESET
 GD1456  PID         -  GD1456
 GD1456  STATE/COUNTY-  KY/TRIGG
 GD1456  USGS QUAD   -  FENTON (1986)
 GD1456
 GD1456                         *CURRENT SURVEY CONTROL
 GD1456  ___________________________________________________________________
 GD1456* NAD 83(1993)-  36 46 51.81359(N)    088 03 53.66981(W)     ADJUSTED  
 GD1456* NAVD 88     -       197.8    (meters)     649.     (feet)  VERTCON   
 GD1456  ___________________________________________________________________
 GD1456  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GD1456  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD1456
 GD1456  HORZ ORDER  -  THIRD
 GD1456
 GD1456.The horizontal coordinates were established by classical geodetic methods
 GD1456.and adjusted by the National Geodetic Survey in December 1995..
 GD1456.No horizontal observational check was made to the station.
 GD1456
 GD1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1456
 GD1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1456
 GD1456.The geoid height was determined by GEOID03.
 GD1456
 GD1456;                    North         East     Units Scale Factor Converg.
 GD1456;SPC KY1Z     - 1,052,255.363 1,293,360.276   MT  1.00008603   -1 25 16.5
 GD1456;SPC KY1Z     - 3,452,274.47  4,243,299.51   sFT  1.00008603   -1 25 16.5
 GD1456;SPC KY S     -   552,217.330   293,379.256   MT  0.99999168   -1 24 14.1
 GD1456;SPC KY S     - 1,811,733.02    962,528.44   sFT  0.99999168   -1 24 14.1
 GD1456;SPC TN       -   273,531.597   415,671.436   MT  1.00008495   -1 12 32.0
 GD1456;SPC TN       -   897,411.58  1,363,748.70   sFT  1.00008495   -1 12 32.0
 GD1456;UTM  16      - 4,071,113.796   404,976.111   MT  0.99971124   -0 38 15.6
 GD1456
 GD1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1456!SPC KY1Z     -   0.99997349  x   1.00008603  =   1.00005952
 GD1456!SPC KY S     -   0.99997349  x   0.99999168  =   0.99996517
 GD1456!SPC TN       -   0.99997349  x   1.00008495  =   1.00005844
 GD1456!UTM  16      -   0.99997349  x   0.99971124  =   0.99968474
 GD1456
 GD1456:                Primary Azimuth Mark                     Grid Az
 GD1456:SPC KY1Z     -  MITCHELL                                 095 49 42.0
 GD1456:SPC KY S     -  MITCHELL                                 095 48 39.6
 GD1456:SPC TN       -  MITCHELL                                 095 36 57.5
 GD1456:UTM  16      -  MITCHELL                                 095 02 41.1
 GD1456
 GD1456|---------------------------------------------------------------------|
 GD1456| PID    Reference Object                     Distance      Geod. Az  |
 GD1456|                                                           dddmmss.s |
 GD1456| GD0074 MITCHELL                            APPROX. 0.8 KM 0942425.5 |
 GD1456| GD1454 MITCHELL RESET                      APPROX. 0.8 KM 0953101.8 |
 GD1456| CG4605 MITCHELL AZ MK                                     1401835.5 |
 GD1456|---------------------------------------------------------------------|
 GD1456
 GD1456                          SUPERSEDED SURVEY CONTROL
 GD1456
 GD1456  NAD 83(1986)-  36 46 51.82201(N)    088 03 53.67340(W) AD(       ) 3
 GD1456  NAD 27      -  36 46 51.63203(N)    088 03 53.57459(W) AD(       ) 3
 GD1456  NGVD 29 (07/19/86)  197.9    (m)          649.     (f) VERT ANG       
 GD1456
 GD1456.Superseded values are not recommended for survey control.
 GD1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1456.See file dsdata.txt to determine how the superseded data were derived.
 GD1456
 GD1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF0497671114(NAD 83)
 GD1456_MARKER: Z = SEE DESCRIPTION
 GD1456_SETTING: 0 = UNSPECIFIED SETTING
 GD1456
 GD1456  HISTORY     - Date     Condition        Report By
 GD1456  HISTORY     - 1971     MONUMENTED       TVA
 GD1456  HISTORY     - 1986     GOOD             USPSQD
 GD1456
 GD1456                          STATION DESCRIPTION
 GD1456
 GD1456'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1971
 GD1456'LOCATED 2.8 MILES WEST OF POST OFFICE AT GOLDEN POND, KENTUCKY.
 GD1456'TRAVEL WEST ALONG U. S. HIGHWAY 68 AND STATE HIGHWAY 80, 2.5 MILES
 GD1456'FROM GOLDEN POND, TO Y-ROAD RIGHT, THEN ALONG GRAVEL ROAD WEST
 GD1456'FOR 0.3 MILE.  MONUMENT IS ABOUT 235 FEET NORTH OF CENTERLINE OF
 GD1456'GRAVEL ROAD ON TOP OF HILL NEAR NORTH-SOUTH FENCE LINE BETWEEN
 GD1456'CEMETERIES.  STATION IS 41.75 FEET S 13 DEG 30 MIN W OF 6 INCH
 GD1456'CEDAR, 9.30 FEET N 14 DEG 15 MIN E OF CORNER FENCE POST, 125.4
 GD1456'FEET N 8 DEG 45 MIN W OF 16 INCH WHITE OAK, 2.5 FEET EAST OF FENCE
 GD1456'LINE, ABOUT 9 FEET N 14 DEG E OF SOUTHEAST CORNER OF FENCE
 GD1456'AND ABOUT 316 FEET N 38 DEG W FROM MITCHELL AZIMUTH ORIGINAL.  A
 GD1456'STANDARD TVA TABLET STAMPED MITCHELL AZ MK RESET 1967 AND SET
 GD1456'IN CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GD1456'
 GD1456'GRID AZIMUTH TO MITCHELL RESET--2616.40 FEET.  276 DEG 55 MIN 13 SEC.
 GD1456'
 GD1456'GRID AZIMUTH TO JB 1810--2082.53 FEET.  280 DEG 43 MIN 15 SEC.
 GD1456'
 GD1456'GRID AZIMUTH TO LOOKOUT TOWER--AZIMUTH ONLY-280 DEG 59 MIN 34 SEC.
 GD1456'
 GD1456'GRID AZIMUTH TO RADIO TOWER--AZIMUTH ONLY-263 DEG 59 MIN 16 SEC.
 GD1456'
 GD1456'ELEVATION--649.32 FEET.
 GD1456
 GD1456                          STATION RECOVERY (1986)
 GD1456
 GD1456'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GD1456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1454 ***********************************************************************
 GD1454  DESIGNATION -  MITCHELL RESET
 GD1454  PID         -  GD1454
 GD1454  STATE/COUNTY-  KY/TRIGG
 GD1454  USGS QUAD   -  FENTON (1986)
 GD1454
 GD1454                         *CURRENT SURVEY CONTROL
 GD1454  ___________________________________________________________________
 GD1454* NAD 83(1993)-  36 46 49.32523(N)    088 03 21.65925(W)     ADJUSTED  
 GD1454* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 GD1454  ___________________________________________________________________
 GD1454  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 GD1454  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD1454
 GD1454  HORZ ORDER  -  THIRD
 GD1454
 GD1454.The horizontal coordinates were established by classical geodetic methods
 GD1454.and adjusted by the National Geodetic Survey in December 1995..
 GD1454.No horizontal observational check was made to the station.
 GD1454
 GD1454.The orthometric height was scaled from a topographic map.
 GD1454
 GD1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1454
 GD1454.The geoid height was determined by GEOID03.
 GD1454
 GD1454;                    North         East     Units Scale Factor Converg.
 GD1454;SPC KY1Z     - 1,052,159.022 1,294,151.945   MT  1.00008626   -1 24 56.9
 GD1454;SPC KY1Z     - 3,451,958.39  4,245,896.84   sFT  1.00008626   -1 24 56.9
 GD1454;SPC KY S     -   552,121.238   294,170.880   MT  0.99999180   -1 23 54.6
 GD1454;SPC KY S     - 1,811,417.76    965,125.63   sFT  0.99999180   -1 23 54.6
 GD1454;SPC TN       -   273,438.190   416,463.455   MT  1.00008475   -1 12 13.2
 GD1454;SPC TN       -   897,105.13  1,366,347.19   sFT  1.00008475   -1 12 13.2
 GD1454;UTM  16      - 4,071,028.323   405,768.726   MT  0.99970939   -0 37 56.4
 GD1454
 GD1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1454!SPC KY1Z     -   0.99997301  x   1.00008626  =   1.00005926
 GD1454!SPC KY S     -   0.99997301  x   0.99999180  =   0.99996481
 GD1454!SPC TN       -   0.99997301  x   1.00008475  =   1.00005775
 GD1454!UTM  16      -   0.99997301  x   0.99970939  =   0.99968240
 GD1454
 GD1454|---------------------------------------------------------------------|
 GD1454| PID    Reference Object                     Distance      Geod. Az  |
 GD1454|                                                           dddmmss.s |
 GD1454| CG4607 MITCHELL RESET RM 3                  19.644 METERS 14458     |
 GD1454| GD1455 JB 1810 TVA 1971                    169.388 METERS 26108     |
 GD1454| GD1456 MITCHELL AZ MK RESET                APPROX. 0.8 KM 2753121.0 |
 GD1454| CG4608 MITCHELL RESET RM 4                  11.811 METERS 28932     |
 GD1454| GD0074 MITCHELL                             39.735 METERS 29718     |
 GD1454|---------------------------------------------------------------------|
 GD1454
 GD1454                          SUPERSEDED SURVEY CONTROL
 GD1454
 GD1454  NAD 83(1986)-  36 46 49.33362(N)    088 03 21.66286(W) AD(       ) 3
 GD1454  NAD 27      -  36 46 49.14391(N)    088 03 21.56490(W) AD(       ) 3
 GD1454
 GD1454.Superseded values are not recommended for survey control.
 GD1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1454.See file dsdata.txt to determine how the superseded data were derived.
 GD1454
 GD1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF0576971028(NAD 83)
 GD1454_MARKER: DS = TRIANGULATION STATION DISK
 GD1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1454
 GD1454  HISTORY     - Date     Condition        Report By
 GD1454  HISTORY     - 1975     MONUMENTED       NGS
 GD1454  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 GD1454  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 GD1454
 GD1454                          STATION DESCRIPTION
 GD1454
 GD1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GD1454'THE STATION MARK, RESET AZIMUTH MARK AND JB 1810 WERE FOUND
 GD1454'IN GOOD CONDITION.  THE DIRECTION TO JB 1810 CHECKED.  REFERENCE
 GD1454'MARKS 3 AND 4 WERE SET.  THE STATION MARK WAS REMOVED AND AN
 GD1454'UNDERGROUND POINT WAS SET HOLDING THE TOP POINT.  REFERENCE MARKS
 GD1454'AND STATION MARK OF THE ORIGINAL STATION WERE SEARCHED FOR BUT
 GD1454'NOTHING WAS FOUND.  A NEW DESCRIPTION FOLLOWS--
 GD1454'
 GD1454'THE STATION IS LOCATED IN AN AREA KNOWN AS LAND BETWEEN THE
 GD1454'LAKES, 0.3 MILE EAST OF ROAD KNOWN AS THE TRACE, 138 FEET EAST
 GD1454'OF A POWER POLE AND CONCRETE RIGHT-OF-WAY MARK, 119 FEET SOUTH
 GD1454'OF THE CENTERLINE OF U.S. HIGHWAY 68, 1 FOOT WEST OF A METAL
 GD1454'WITNESS POST AND ABOUT 600 FEET EAST OF A FIRE LOOKOUT TOWER.
 GD1454'THE MONUMENT IS A 6 X 6 INCH SQUARE CONCRETE POST PROJECTING 4
 GD1454'INCHES AND THE DISK IS STAMPED MITCHELL RESET 1971 1975.
 GD1454'
 GD1454'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT
 GD1454'WITH MAGNETS, STAMPED MITCHELL RESET 1971 NO 3 1975, PROJECTING
 GD1454'3 INCHES, 1 FOOT EAST OF A METAL WITNESS POST 5 FEET NORTHWEST OF A
 GD1454'6 INCH TREE AND 172 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 GD1454'
 GD1454'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT
 GD1454'WITH MAGNETS, STAMPED MITCHELL RESET 1971 NO 4 1975, PROJECTING
 GD1454'3 INCHES, 1 FOOT WEST OF A METAL WITNESS POST, 102 FEET EAST OF THE
 GD1454'POWER POLE AND CONCRETE RIGHT-OF-WAY POST AND 101 FEET SOUTH OF
 GD1454'THE CENTERLINE OF THE HIGHWAY.
 GD1454'
 GD1454'THE AZIMUTH MARK IS A STANDARD TVA DISK SET IN THE TOP OF A
 GD1454'6 X 6 INCH CONCRETE POST FLUSH WITH THE GROUND, STAMPED
 GD1454'MITCHELL AZ MK RESET 1967, 1 FOOT EAST OF A METAL WITNESS POST, 5
 GD1454'FEET SOUTHEAST OF A 10 INCH LOCUST TREE, 3 FEET EAST OF A FENCE
 GD1454'(MATHENY CEMETERY) AND 9 FEET NORTH OF THE SOUTHEAST CORNER OF
 GD1454'FENCED AREA OF THE CEMETERY.
 GD1454'
 GD1454'JB 1810 TVA IS A STANDARD TVA DISK SET IN THE TOP AND EAST
 GD1454'CORNER OF THE CONCRETE BASE OF THE NORTHEAST LEG OF THE LOOKOUT
 GD1454'TOWER, 10 FEET WEST OF THE CENTERLINE OF GRAVELED ROAD AND 99 FEET
 GD1454'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF U.S. HIGHWAY 68.
 GD1454'
 GD1454'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GD1454'
 GD1454'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GD1454'ABOUT 20 MILES EAST OF MURRAY.
 GD1454
 GD1454                          STATION RECOVERY (1985)
 GD1454
 GD1454'RECOVERY NOTE BY US POWER SQUADRON 1985 (LLP)
 GD1454'MARK NOT FOUND.
 GD1454
 GD1454                          STATION RECOVERY (1986)
 GD1454
 GD1454'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GD1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0075 ***********************************************************************
 GD0075  DESIGNATION -  MITCHELL RM 2
 GD0075  PID         -  GD0075
 GD0075  STATE/COUNTY-  KY/TRIGG
 GD0075  USGS QUAD   -  FENTON (1986)
 GD0075
 GD0075                         *CURRENT SURVEY CONTROL
 GD0075  ___________________________________________________________________
 GD0075* NAD 83(1986)-  36 46 49.     (N)    088 03 22.     (W)     SCALED    
 GD0075* NAVD 88     -       199.874  (meters)     655.75   (feet)  ADJUSTED  
 GD0075  ___________________________________________________________________
 GD0075  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GD0075  DYNAMIC HT  -         199.717 (meters)     655.24  (feet)  COMP
 GD0075  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 GD0075
 GD0075  VERT ORDER  -  FIRST     CLASS II
 GD0075
 GD0075.The horizontal coordinates were scaled from a topographic map and have
 GD0075.an estimated accuracy of +/- 6 seconds.
 GD0075
 GD0075.The orthometric height was determined by differential leveling
 GD0075.and adjusted by the National Geodetic Survey in June 1991..
 GD0075
 GD0075.The geoid height was determined by GEOID03.
 GD0075
 GD0075.The dynamic height is computed by dividing the NAVD 88
 GD0075.geopotential number by the normal gravity value computed on the
 GD0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0075.degrees latitude (g = 980.6199 gals.).
 GD0075
 GD0075.The modeled gravity was interpolated from observed gravity values.
 GD0075
 GD0075;                    North         East    Units  Estimated Accuracy
 GD0075;SPC KY1Z     - 1,052,150.    1,294,140.      MT  (+/- 180 meters Scaled)
 GD0075
 GD0075                          SUPERSEDED SURVEY CONTROL
 GD0075
 GD0075  NGVD 29 (??/??/??)  199.937  (m)          655.96   (f) ADJUSTED    1 2
 GD0075
 GD0075.Superseded values are not recommended for survey control.
 GD0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0075.See file dsdata.txt to determine how the superseded data were derived.
 GD0075
 GD0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF057710(NAD 83)
 GD0075_MARKER: DR = REFERENCE MARK DISK
 GD0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0075_STAMPING: MITCHELL NO 2 1934
 GD0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0075+STABILITY: SURFACE MOTION
 GD0075
 GD0075  HISTORY     - Date     Condition        Report By
 GD0075  HISTORY     - 1934     MONUMENTED       CGS
 GD0075  HISTORY     - 1948     GOOD             CGS
 GD0075
 GD0075                          STATION DESCRIPTION
 GD0075
 GD0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0075'2 MI W FROM GOLDEN POND.
 GD0075'ABOUT 2.05 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GD0075'AT GOLDEN POND, 0.65 MILE EAST OF THE JUNCTION OF THE HIGHWAY
 GD0075'AND THE DIVIDING RIDGE ROAD, AT THE TOP OF A HILL, IN WEST EDGE
 GD0075'OF CULTIVATED FIELD, 159 FEET SOUTHEAST OF THE NORTHEAST CORNER
 GD0075'OF AN IMMITATION BRICK HOUSE, 160 FEET SOUTH OF THE CENTER LINE
 GD0075'OF THE HIGHWAY, 126 FEET SOUTH OF THE SOUTH RIGHT OF WAY FENCE
 GD0075'LINE, 118 FEET SOUTH OF THE STATION MARK, 10 FEET EAST OF A
 GD0075'NORTH-SOUTH FENCE LINE, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 GD0075'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8
 GD0075'INCHES.  NOTE-- FOR ADDITIONAL BENCH MARKS IN THIS LOCALITY, SEE
 GD0075'GRAND RIVERS TO 2.6 MI. W OF GOLDEN POND, KENTUCKY (42 KY.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1777 ***********************************************************************
 GC1777  DESIGNATION -  MLB 1357
 GC1777  PID         -  GC1777
 GC1777  STATE/COUNTY-  KY/TRIGG
 GC1777  USGS QUAD   -  CANTON (1982)
 GC1777
 GC1777                         *CURRENT SURVEY CONTROL
 GC1777  ___________________________________________________________________
 GC1777* NAD 83(1986)-  36 48 07.     (N)    087 59 03.     (W)     SCALED    
 GC1777* NAVD 88     -       112.699  (meters)     369.75   (feet)  ADJUSTED  
 GC1777  ___________________________________________________________________
 GC1777  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GC1777  DYNAMIC HT  -         112.611 (meters)     369.46  (feet)  COMP
 GC1777  MODELED GRAV-     979,848.4   (mgal)                       NAVD 88
 GC1777
 GC1777  VERT ORDER  -  FIRST     CLASS II
 GC1777
 GC1777.The horizontal coordinates were scaled from a topographic map and have
 GC1777.an estimated accuracy of +/- 6 seconds.
 GC1777
 GC1777.The orthometric height was determined by differential leveling
 GC1777.and adjusted by the National Geodetic Survey in June 1991..
 GC1777
 GC1777.The geoid height was determined by GEOID03.
 GC1777
 GC1777.The dynamic height is computed by dividing the NAVD 88
 GC1777.geopotential number by the normal gravity value computed on the
 GC1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1777.degrees latitude (g = 980.6199 gals.).
 GC1777
 GC1777.The modeled gravity was interpolated from observed gravity values.
 GC1777
 GC1777;                    North         East    Units  Estimated Accuracy
 GC1777;SPC KY1Z     - 1,054,400.    1,300,620.      MT  (+/- 180 meters Scaled)
 GC1777
 GC1777                          SUPERSEDED SURVEY CONTROL
 GC1777
 GC1777  NGVD 29 (??/??/92)  112.771  (m)          369.98   (f) ADJ UNCH    1 2
 GC1777
 GC1777.Superseded values are not recommended for survey control.
 GC1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1777.See file dsdata.txt to determine how the superseded data were derived.
 GC1777
 GC1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF122733(NAD 83)
 GC1777_MARKER: DD = SURVEY DISK
 GC1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1777_STAMPING: MLB 1357 1948
 GC1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1777+STABILITY: SURFACE MOTION
 GC1777
 GC1777  HISTORY     - Date     Condition        Report By
 GC1777  HISTORY     - 1948     MONUMENTED       CGS
 GC1777  HISTORY     - 1967     MARK NOT FOUND   TVA
 GC1777
 GC1777                          STATION DESCRIPTION
 GC1777
 GC1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1777'2.4 MI E FROM GOLDEN POND.
 GC1777'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 68 FROM THE POST OFFICE
 GC1777'AT GOLDEN POND, ABOUT 0.1 MILE WEST OF THE WEST END OF THE
 GC1777'HIGHWAY BRIDGE OVER THE CUMBERLAND RIVER, IN THE SOUTHWEST ANGLE
 GC1777'OF THE INTERSECTION OF THE HIGHWAY AND A NORTH-SOUTH GRAVEL
 GC1777'CROSS ROAD, 26 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 GC1777'16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF
 GC1777'THE EAST END OF A STEEL GUARD RAIL THAT EXTENDS WEST ALONG THE
 GC1777'HIGHWAY FROM THE INTERSECTION, 3.5 FEET SOUTHEAST OF A HIGHWAY
 GC1777'INDENTIFICATION SIGN, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 GC1777'POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE
 GC1777'POST PROJECTING 2 INCHES.
 GC1777
 GC1777                          STATION RECOVERY (1967)
 GC1777
 GC1777'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1967
 GC1777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2712 ***********************************************************************
 GC2712  DESIGNATION -  MLB 1370 TVA 1953
 GC2712  PID         -  GC2712
 GC2712  STATE/COUNTY-  KY/LYON
 GC2712  USGS QUAD   -  LAMASCO (1983)
 GC2712
 GC2712                         *CURRENT SURVEY CONTROL
 GC2712  ___________________________________________________________________
 GC2712* NAD 83(1993)-  36 59 31.85271(N)    087 59 51.34993(W)     ADJUSTED  
 GC2712* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 GC2712  ___________________________________________________________________
 GC2712  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GC2712  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC2712
 GC2712  HORZ ORDER  -  SECOND
 GC2712
 GC2712.The horizontal coordinates were established by classical geodetic methods
 GC2712.and adjusted by the National Geodetic Survey in December 1995..
 GC2712
 GC2712.The orthometric height was scaled from a topographic map.
 GC2712
 GC2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2712
 GC2712.The geoid height was determined by GEOID03.
 GC2712
 GC2712;                    North         East     Units Scale Factor Converg.
 GC2712;SPC KY1Z     - 1,075,532.312 1,299,931.862   MT  1.00002306   -1 22 47.8
 GC2712;SPC KY1Z     - 3,528,642.26  4,264,859.78   sFT  1.00002306   -1 22 47.8
 GC2712;SPC KY S     -   575,494.444   299,943.387   MT  0.99996311   -1 21 47.1
 GC2712;SPC KY S     - 1,888,101.36    984,064.26   sFT  0.99996311   -1 21 47.1
 GC2712;UTM  16      - 4,094,470.059   411,227.387   MT  0.99969708   -0 36 01.1
 GC2712
 GC2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2712!SPC KY1Z     -   0.99997664  x   1.00002306  =   0.99999970
 GC2712!SPC KY S     -   0.99997664  x   0.99996311  =   0.99993975
 GC2712!UTM  16      -   0.99997664  x   0.99969708  =   0.99967372
 GC2712
 GC2712                          SUPERSEDED SURVEY CONTROL
 GC2712
 GC2712  NAD 83(1986)-  36 59 31.86156(N)    087 59 51.35326(W) AD(       ) 2
 GC2712  NAD 27      -  36 59 31.67400(N)    087 59 51.27800(W) AD(       ) 2
 GC2712
 GC2712.Superseded values are not recommended for survey control.
 GC2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2712.See file dsdata.txt to determine how the superseded data were derived.
 GC2712
 GC2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1122794470(NAD 83)
 GC2712_MARKER: DB = BENCH MARK DISK
 GC2712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2712_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2712+STABILITY: SURFACE MOTION
 GC2712
 GC2712  HISTORY     - Date     Condition        Report By
 GC2712  HISTORY     - 1953     MONUMENTED       TVA
 GC2712
 GC2712                          STATION DESCRIPTION
 GC2712
 GC2712'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1953
 GC2712'SEE STATION CONFEDERATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1732 ***********************************************************************
 GC1732  DESIGNATION -  MM 131
 GC1732  PID         -  GC1732
 GC1732  STATE/COUNTY-  KY/TRIGG
 GC1732  USGS QUAD   -  GRACEY (1974)
 GC1732
 GC1732                         *CURRENT SURVEY CONTROL
 GC1732  ___________________________________________________________________
 GC1732* NAD 83(1986)-  36 54 43.     (N)    087 40 53.     (W)     SCALED    
 GC1732* NAVD 88     -       159.264  (meters)     522.52   (feet)  ADJUSTED  
 GC1732  ___________________________________________________________________
 GC1732  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC1732  DYNAMIC HT  -         159.141 (meters)     522.12  (feet)  COMP
 GC1732  MODELED GRAV-     979,853.2   (mgal)                       NAVD 88
 GC1732
 GC1732  VERT ORDER  -  FIRST     CLASS I
 GC1732
 GC1732.The horizontal coordinates were scaled from a topographic map and have
 GC1732.an estimated accuracy of +/- 6 seconds.
 GC1732
 GC1732.The orthometric height was determined by differential leveling
 GC1732.and adjusted by the National Geodetic Survey in June 1991..
 GC1732
 GC1732.The geoid height was determined by GEOID03.
 GC1732
 GC1732.The dynamic height is computed by dividing the NAVD 88
 GC1732.geopotential number by the normal gravity value computed on the
 GC1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1732.degrees latitude (g = 980.6199 gals.).
 GC1732
 GC1732.The modeled gravity was interpolated from observed gravity values.
 GC1732
 GC1732;                    North         East    Units  Estimated Accuracy
 GC1732;SPC KY1Z     - 1,066,000.    1,327,890.      MT  (+/- 180 meters Scaled)
 GC1732
 GC1732                          SUPERSEDED SURVEY CONTROL
 GC1732
 GC1732  NGVD 29 (??/??/92)  159.336  (m)          522.75   (f) ADJ UNCH    1 1
 GC1732
 GC1732.Superseded values are not recommended for survey control.
 GC1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1732.See file dsdata.txt to determine how the superseded data were derived.
 GC1732
 GC1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF393853(NAD 83)
 GC1732_MARKER: DB = BENCH MARK DISK
 GC1732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1732_SP_SET: CULVERT
 GC1732_STAMPING: MM 131 1948
 GC1732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1732
 GC1732  HISTORY     - Date     Condition        Report By
 GC1732  HISTORY     - 1948     MONUMENTED       CGS
 GC1732  HISTORY     - 1968     GOOD             NGS
 GC1732
 GC1732                          STATION DESCRIPTION
 GC1732
 GC1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1732'3.6 MI NW FROM GRACEY.
 GC1732'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1732'STATION AT GRACEY, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 68
 GC1732'AND STATE HIGHWAY 80, THENCE 2.25 MILES NORTHWEST ALONG STATE
 GC1732'HIGHWAY 128, 13 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, SET
 GC1732'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 GC1732'DOUBLE-CHANNEL CULVERT UNDER THE HIGHWAY, 2.6 FEET NORTH OF THE
 GC1732'SOUTH END OF THE HEADWALL, 43 FEET WEST OF THE WEST RAIL OF THE
 GC1732'ILLINOIS CENTRAL RAILROAD, 41 1/2 FEET WEST OF THE WEST EDGE OF
 GC1732'A WOODEN RAILROAD TRESTLE, 0.15 MILE EAST OF MILEPOST 118, AND
 GC1732'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2770 ***********************************************************************
 GC2770  CBN         -  This is a Cooperative Base Network Control Station.
 GC2770  DESIGNATION -  MN NORTH
 GC2770  PID         -  GC2770
 GC2770  STATE/COUNTY-  KY/TRIGG
 GC2770  USGS QUAD   -  CANTON (1982)
 GC2770
 GC2770                         *CURRENT SURVEY CONTROL
 GC2770  ___________________________________________________________________
 GC2770* NAD 83(1993)-  36 49 26.39842(N)    087 54 18.05457(W)     ADJUSTED  
 GC2770* NAVD 88     -       173.4    (meters)     569.     (feet)  GPS OBS   
 GC2770  ___________________________________________________________________
 GC2770  X           -     186,869.603 (meters)                     COMP
 GC2770  Y           -  -5,108,422.469 (meters)                     COMP
 GC2770  Z           -   3,801,862.841 (meters)                     COMP
 GC2770  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 GC2770  ELLIP HEIGHT-         144.35  (meters)          (11/03/04) GPS OBS
 GC2770  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC2770
 GC2770  HORZ ORDER  -  B
 GC2770  ELLP ORDER  -  THIRD     CLASS I
 GC2770
 GC2770.The horizontal coordinates were established by GPS observations
 GC2770.and adjusted by the National Geodetic Survey in September 1994..
 GC2770
 GC2770.The orthometric height was determined by GPS observations and a
 GC2770.high-resolution geoid model.
 GC2770
 GC2770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2770
 GC2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2770
 GC2770.The ellipsoidal height was determined by GPS observations
 GC2770.and is referenced to NAD 83.
 GC2770
 GC2770.The geoid height was determined by GEOID03.
 GC2770
 GC2770;                    North         East     Units Scale Factor Converg.
 GC2770;SPC KY1Z     - 1,056,677.893 1,307,740.505   MT  1.00007214   -1 19 23.1
 GC2770;SPC KY1Z     - 3,466,784.05  4,290,478.64   sFT  1.00007214   -1 19 23.1
 GC2770;SPC KY S     -   556,643.664   307,756.885   MT  0.99998478   -1 18 25.0
 GC2770;SPC KY S     - 1,826,255.09  1,009,699.05   sFT  0.99998478   -1 18 25.0
 GC2770;UTM  16      - 4,075,730.429   419,289.140   MT  0.99968025   -0 32 32.8
 GC2770
 GC2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2770!SPC KY1Z     -   0.99997735  x   1.00007214  =   1.00004949
 GC2770!SPC KY S     -   0.99997735  x   0.99998478  =   0.99996213
 GC2770!UTM  16      -   0.99997735  x   0.99968025  =   0.99965760
 GC2770
 GC2770                          SUPERSEDED SURVEY CONTROL
 GC2770
 GC2770  ELLIP H (09/07/94)  144.38   (m)                       GP(       ) 4 1
 GC2770
 GC2770.Superseded values are not recommended for survey control.
 GC2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2770.See file dsdata.txt to determine how the superseded data were derived.
 GC2770
 GC2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1928975730(NAD 83)
 GC2770_MARKER: DD = SURVEY DISK
 GC2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2770_SP_SET: CONCRETE POST
 GC2770_STAMPING: MN NORTH
 GC2770_MARK LOGO: NONE  
 GC2770_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2770+STABILITY: SURFACE MOTION
 GC2770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2770+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 GC2770
 GC2770  HISTORY     - Date     Condition        Report By
 GC2770  HISTORY     - 1992     MONUMENTED       BESCH
 GC2770  HISTORY     - 19931222 GOOD             NGS
 GC2770  HISTORY     - 19940217 GOOD
 GC2770  HISTORY     - 20010821 GOOD             KYDT
 GC2770  HISTORY     - 20010821 GOOD             KYDT
 GC2770  HISTORY     - 20021217 GOOD             WOOLPT
 GC2770  HISTORY     - 20041206 GOOD             KYTC
 GC2770
 GC2770                          STATION DESCRIPTION
 GC2770
 GC2770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GC2770'THE STATION IS LOCATED ABOUT 25.0 MI (40.2 KM) WEST OF HOPKINSVILLE,
 GC2770'20.0 MI (32.2 KM) SOUTH OF PRINCETON, 5.0 MI (8.0 KM) SOUTHWEST OF
 GC2770'CADIZ AND AT THE NORTH END OF THE LAKE BARKLEY AIRPORT.
 GC2770'OWNERSHIP--LAKE BARKLEY STATE RESORT PARK, BOX 790, CADIZ, KY
 GC2770'42211-0790.  PHONE 502-924-1131.
 GC2770'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 164 AND U.S.
 GC2770'HIGHWAY 68 IN CANTON, GO EAST ON U.S. HIGHWAY 68 FOR 1.85 MI
 GC2770'(2.98 KM) TO STATE ROUTE 1489 ON THE LEFT.  TURN LEFT AND GO
 GC2770'NORTHERLY ON STATE ROUTE 1489 FOR 1.85 MI (2.98 KM) TO A PAVED ROAD
 GC2770'RIGHT (GOLF COURSE).  TURN RIGHT AND GO EAST 1.6 MI (2.6 KM) TO A
 GC2770'PAVED ROAD RIGHT TO AIRPORT.  TURN RIGHT AND GO SOUTHERLY 0.65 MI
 GC2770'(1.05 KM) ON THE PAVED ROAD TO THE AIRPORT OFFICE STRAIGHT AHEAD.
 GC2770'TURN RIGHT AND GO WEST 0.1 MI (0.2 KM) ACROSS TARMAC TO THE RUNWAY.
 GC2770'TURN RIGHT AND GO NORTHEAST ON THE RUNWAY 0.2 MI (0.3 KM) TO THE END
 GC2770'OF THE RUNWAY 20 AND THE STATION ON THE LEFT.
 GC2770'LOCATED 31.8 M (104.3 FT) EAST FROM A 12 FOOT (3.7 M) HIGH CEDAR TREE,
 GC2770'30.4 M (99.7 FT) NORTHWEST FROM THE CENTERLINE OF RUNWAY 20, 16.3 M
 GC2770'(53.5 FT) WEST FROM THE NORTHERN MOST RUNWAY END LIGHT, 13.6 M
 GC2770'(44.6 FT) SOUTH FROM A ORANGE METAL BOX WITH LIGHT, 0.9 M (3.0 FT)
 GC2770'SOUTHEAST FROM A WITNESS POST.
 GC2770
 GC2770                          STATION RECOVERY (1994)
 GC2770
 GC2770'RECOVERED 1994
 GC2770'RECOVERED IN GOOD CONDITION.
 GC2770
 GC2770                          STATION RECOVERY (2001)
 GC2770
 GC2770'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001
 GC2770'RECOVERED IN GOOD CONDITION.
 GC2770
 GC2770                          STATION RECOVERY (2001)
 GC2770
 GC2770'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (JG)
 GC2770'RECOVERED IN GOOD CONDITION.
 GC2770
 GC2770                          STATION RECOVERY (2002)
 GC2770
 GC2770'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GC2770'RECOVERERD AS DESCRIBED.
 GC2770' 
 GC2770'PHONE AREA CODE HAS CHANGED TO 270.  PARK PHONE NUMBER IS NOW
 GC2770'270-924-1131.
 GC2770
 GC2770                          STATION RECOVERY (2004)
 GC2770
 GC2770'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2004 (PS)
 GC2770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1423 ***********************************************************************
 HA1423  DESIGNATION -  MONFORD
 HA1423  PID         -  HA1423
 HA1423  STATE/COUNTY-  KY/BUTLER
 HA1423  USGS QUAD   -  FLENER (1973)
 HA1423
 HA1423                         *CURRENT SURVEY CONTROL
 HA1423  ___________________________________________________________________
 HA1423* NAD 83(1993)-  37 16 36.47985(N)    086 37 51.08993(W)     ADJUSTED  
 HA1423* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 HA1423  ___________________________________________________________________
 HA1423  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 HA1423  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HA1423
 HA1423  HORZ ORDER  -  SECOND
 HA1423
 HA1423.The horizontal coordinates were established by classical geodetic methods
 HA1423.and adjusted by the National Geodetic Survey in December 1995..
 HA1423
 HA1423.The orthometric height was scaled from a topographic map.
 HA1423
 HA1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1423
 HA1423.The geoid height was determined by GEOID03.
 HA1423
 HA1423;                    North         East     Units Scale Factor Converg.
 HA1423;SPC KY1Z     - 1,105,078.289 1,421,882.799   MT  0.99995933   -0 32 26.9
 HA1423;SPC KY1Z     - 3,625,577.69  4,664,960.48   sFT  0.99995933   -0 32 26.9
 HA1423;SPC KY S     -   605,064.320   421,883.819   MT  0.99994590   -0 32 03.1
 HA1423;SPC KY S     - 1,985,115.19  1,384,130.50   sFT  0.99994590   -0 32 03.1
 HA1423;UTM  16      - 4,125,643.258   532,725.394   MT  0.99961319   +0 13 24.9
 HA1423
 HA1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1423!SPC KY1Z     -   0.99997191  x   0.99995933  =   0.99993124
 HA1423!SPC KY S     -   0.99997191  x   0.99994590  =   0.99991781
 HA1423!UTM  16      -   0.99997191  x   0.99961319  =   0.99958511
 HA1423
 HA1423|---------------------------------------------------------------------|
 HA1423| PID    Reference Object                     Distance      Geod. Az  |
 HA1423|                                                           dddmmss.s |
 HA1423| CG9011 MONFORD RM 2                         24.449 METERS 00012     |
 HA1423| HA1443 LITTLE BEND                         APPROX.14.5 KM 2593445.8 |
 HA1423| CG9010 MONFORD RM 1                         25.003 METERS 26448     |
 HA1423|---------------------------------------------------------------------|
 HA1423
 HA1423                          SUPERSEDED SURVEY CONTROL
 HA1423
 HA1423  NAD 83(1986)-  37 16 36.48945(N)    086 37 51.09640(W) AD(       ) 2
 HA1423  NAD 27      -  37 16 36.31600(N)    086 37 51.14100(W) AD(       ) 2
 HA1423
 HA1423.Superseded values are not recommended for survey control.
 HA1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1423.See file dsdata.txt to determine how the superseded data were derived.
 HA1423
 HA1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3272525643(NAD 83)
 HA1423_MARKER: DS = TRIANGULATION STATION DISK
 HA1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1423
 HA1423  HISTORY     - Date     Condition        Report By
 HA1423  HISTORY     - 1952     MONUMENTED       CGS
 HA1423
 HA1423                          STATION DESCRIPTION
 HA1423
 HA1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1423'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF MORGANTOWN.  IT IS 35
 HA1423'FEET EAST OF THE CENTER OF GRAVEL ROAD, 12 FEET SOUTHWEST OF A
 HA1423'12 INCH OAK TREE AND 7 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 HA1423'PROJECTS 5 INCHES AND THE DISK IS STAMPED MONFORD 1952.
 HA1423'
 HA1423'REFERENCE MARK NO. 1 IS 43 FEET WEST OF THE CENTER OF GRAVEL ROAD AND
 HA1423'41 FEET SOUTHWEST OF A 10 INCH HICKORY TREE.  THE MARK PROJECTS 3
 HA1423'INCHES AND THE DISK IS STAMPED MONFORD NO 1 1952.
 HA1423'
 HA1423'REFERENCE MARK NO. 2 IS 23 FEET EAST OF THE CENTER OF GRAVEL ROAD, 22
 HA1423'FEET NORTH OF A 24 INCH TWIN OAK TREE AND 1 FOOT SOUTHWEST OF A
 HA1423'FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HA1423'MONFORD NO 2 1952.
 HA1423'
 HA1423'TT 7 JRH (USGS) BM IS 77 FEET SOUTHEAST OF THE INTERSECTION OF STATE
 HA1423'HIGHWAY 545 AND GRAVEL ROAD NORTH, 29 FEET NORTHEAST OF THE
 HA1423'CENTER OF STATE HIGHWAY 545, 4 FEET NORTHEAST OF A POWERLINE POLE,
 HA1423'2.5 FEET NORTHWEST OF A WHITE WITNESS POST AND 2 FEET
 HA1423'SOUTHWEST OF A FENCELINE.  THE MARK IS A 6 X 6 INCH CONCRETE POST
 HA1423'WHICH PROJECTS 6 INCHES WITH A BRONZE USGS BENCH MARK DISK SET IN THE
 HA1423'TOP STAMPED TT 7 JRH 1951.
 HA1423'
 HA1423'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 71 AND NOS.
 HA1423'105 AND 70 WHICH IS ABOUT 2 MILES NORTH OF MORGANTOWN, GO
 HA1423'NORTH ON STATE HIGHWAY NOS. 105 AND 70 FOR 0.85 MILE TO THE JUNCTION
 HA1423'OF STATE HIGHWAYS 105 AND 70, TURN RIGHT ON STATE HIGHWAY 70 AND GO
 HA1423'2.95 MILES TO THE JUNCTION OF STATE HIGHWAY 545, TURN LEFT ON STATE
 HA1423'HIGHWAY 545 AND GO 0.05 MILE TO A GRAVEL SIDE ROAD NORTH AND TT 7
 HA1423'JRH (USGS) BM IN THE NORTHEAST ANGLE, TURN RIGHT AND GO NORTH UP HILL
 HA1423'FOR 0.1 MILE TO THE TOP OF HILL AND THE STATION ON THE RIGHT AS
 HA1423'DESCRIBED.  (NOTE- THIS STATION IS ON THE PROPERTY OF MR. BENNETT
 HA1423'HUNT)
 HA1423'
 HA1423'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2413 ***********************************************************************
 HZ2413  DESIGNATION -  MONTEREY
 HZ2413  PID         -  HZ2413
 HZ2413  STATE/COUNTY-  KY/BOURBON
 HZ2413  USGS QUAD   -  PARIS WEST (1987)
 HZ2413
 HZ2413                         *CURRENT SURVEY CONTROL
 HZ2413  ___________________________________________________________________
 HZ2413* NAD 83(1993)-  38 09 47.25065(N)    084 19 23.58708(W)     ADJUSTED  
 HZ2413* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 HZ2413  ___________________________________________________________________
 HZ2413  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 HZ2413  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ2413
 HZ2413  HORZ ORDER  -  THIRD
 HZ2413
 HZ2413.The horizontal coordinates were established by classical geodetic methods
 HZ2413.and adjusted by the National Geodetic Survey in December 1995..
 HZ2413
 HZ2413.The orthometric height was scaled from a topographic map.
 HZ2413
 HZ2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2413
 HZ2413.The geoid height was determined by GEOID03.
 HZ2413
 HZ2413;                    North         East     Units Scale Factor Converg.
 HZ2413;SPC KY1Z     - 1,204,031.653 1,625,024.421   MT  0.99991742   +0 52 33.6
 HZ2413;SPC KY1Z     - 3,950,227.18  5,331,434.29   sFT  0.99991742   +0 52 33.6
 HZ2413;SPC KY N     -    73,607.112   493,583.453   MT  0.99997609   -0 02 44.0
 HZ2413;SPC KY N     -   241,492.67  1,619,365.05   sFT  0.99997609   -0 02 44.0
 HZ2413;UTM  16      - 4,227,300.649   734,513.079   MT  1.00027738   +1 39 17.1
 HZ2413
 HZ2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2413!SPC KY1Z     -   0.99995916  x   0.99991742  =   0.99987658
 HZ2413!SPC KY N     -   0.99995916  x   0.99997609  =   0.99993525
 HZ2413!UTM  16      -   0.99995916  x   1.00027738  =   1.00023653
 HZ2413
 HZ2413:                Primary Azimuth Mark                     Grid Az
 HZ2413:SPC KY1Z     -  PARIS BOURBON CO CTHSE DOME              048 17 50.8
 HZ2413:SPC KY N     -  PARIS BOURBON CO CTHSE DOME              049 13 08.4
 HZ2413:UTM  16      -  PARIS BOURBON CO CTHSE DOME              047 31 07.3
 HZ2413
 HZ2413|---------------------------------------------------------------------|
 HZ2413| PID    Reference Object                     Distance      Geod. Az  |
 HZ2413|                                                           dddmmss.s |
 HZ2413| HZ2411 PARIS BOURBON CO CTHSE DOME         APPROX. 8.5 KM 0491024.4 |
 HZ2413| HZ2414 PARIS HANSLEY MILLS INC TANK        APPROX. 6.5 KM 0521140.5 |
 HZ2413| HZ2415 PARIS LM TOBACCO CO WATER TANK      APPROX. 6.7 KM 0521806.9 |
 HZ2413| HZ2416 PARIS LM TOBACCO CO STACK           APPROX. 6.7 KM 0522441.9 |
 HZ2413| DB9752 MONTEREY RM 1                        24.248 METERS 09934     |
 HZ2413| DB9753 MONTEREY RM 2                        27.148 METERS 18937     |
 HZ2413| DB9751 MONTEREY AZ MK                                     2243557.4 |
 HZ2413|---------------------------------------------------------------------|
 HZ2413
 HZ2413                          SUPERSEDED SURVEY CONTROL
 HZ2413
 HZ2413  NAD 83(1986)-  38 09 47.25782(N)    084 19 23.59473(W) AD(       ) 3
 HZ2413  NAD 27      -  38 09 46.98100(N)    084 19 23.83100(W) AD(       ) 3
 HZ2413
 HZ2413.Superseded values are not recommended for survey control.
 HZ2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2413.See file dsdata.txt to determine how the superseded data were derived.
 HZ2413
 HZ2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH3451327301(NAD 83)
 HZ2413_MARKER: DS = TRIANGULATION STATION DISK
 HZ2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2413
 HZ2413  HISTORY     - Date     Condition        Report By
 HZ2413  HISTORY     - 1954     MONUMENTED       CGS
 HZ2413
 HZ2413                          STATION DESCRIPTION
 HZ2413
 HZ2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HZ2413'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF PARIS ALONG THE
 HZ2413'NORTHWEST SIDE OF U.S. HIGHWAY 27 AND 68 AND ON THE PROPERTY OF
 HZ2413'MRS. J.W. THOMPSON.  IT IS 92 FEET NORTHWEST OF THE CENTER OF HIGHWAY
 HZ2413'27 AND 68, 59 FEET NORTHWEST OF FENCE LINE, 62 FEET NORTH OF A POWER
 HZ2413'LINE POLE, 30 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY AND 9 FEET
 HZ2413'SOUTHWEST OF A FENCE LINE AND WHITE WITNESS POST.  THE MARK IS
 HZ2413'FLUSH AND THE DISK IS STAMPED MONTEREY 1954.
 HZ2413'
 HZ2413'REFERENCE MARK NO.1 IS 48 FEET NORTHEAST OF A FENCE CORNER, 32 FEET
 HZ2413'NORTHWEST OF THE CENTER OF THE HIGHWAY AND 1 FOOT SOUTHEAST OF A
 HZ2413'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HZ2413'MONTEREY NO 1 1954.
 HZ2413'
 HZ2413'REFERENCE MARK NO.2 IS 37 FEET SOUTHWEST OF A POWER LINE POLE, 33
 HZ2413'FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 10 FEET NORTHEAST OF AN
 HZ2413'8 INCH WALNUT TREE AND 1 FOOT NORTHWEST OF A FENCE LINE.  THE MARK IS
 HZ2413'FLUSH AND THE DISK IS STAMPED MONTEREY NO 2 1954.
 HZ2413'
 HZ2413'AZIMUTH MARK IS 34 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 12
 HZ2413'FEET NORTHEAST OF THE CENTER OF A DRIVEWAY, 1 FOOT NORTHWEST OF A
 HZ2413'FENCE LINE AND 1 FOOT NORTH OF A WHITE WITNESS POST.  THE MARK
 HZ2413'PROJECTS 4 INCHES AND THE DISK IS STAMPED MONTEREY 1954.
 HZ2413'
 HZ2413'TO REACH THE STATION FROM THE COURTHOUSE IN PARIS GO SOUTHWEST ON
 HZ2413'HIGHWAY 27 AND 68 FOR 5.3 MILES TO THE MARK ON THE RIGHT AS
 HZ2413'DESCRIBED.
 HZ2413'
 HZ2413'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHWEST ON
 HZ2413'HIGHWAY 27 AND 68 FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 HZ2413'
 HZ2413'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2549 ***********************************************************************
 HZ2549  DESIGNATION -  MONTGOMERY
 HZ2549  PID         -  HZ2549
 HZ2549  STATE/COUNTY-  KY/GALLATIN
 HZ2549  USGS QUAD   -  FLORENCE (1994)
 HZ2549
 HZ2549                         *CURRENT SURVEY CONTROL
 HZ2549  ___________________________________________________________________
 HZ2549* NAD 83(1993)-  38 45 04.09772(N)    084 59 21.91658(W)     ADJUSTED  
 HZ2549* NAVD 88     -       270.4    (meters)     887.     (feet)  VERTCON   
 HZ2549  ___________________________________________________________________
 HZ2549  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HZ2549  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ2549
 HZ2549  HORZ ORDER  -  THIRD
 HZ2549
 HZ2549.The horizontal coordinates were established by classical geodetic methods
 HZ2549.and adjusted by the National Geodetic Survey in April 1998..
 HZ2549
 HZ2549.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2549
 HZ2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2549
 HZ2549.The geoid height was determined by GEOID03.
 HZ2549
 HZ2549;                    North         East     Units Scale Factor Converg.
 HZ2549;SPC KY1Z     - 1,268,615.232 1,566,117.062   MT  1.00002146   +0 28 01.1
 HZ2549;SPC KY1Z     - 4,162,115.14  5,138,169.06   sFT  1.00002146   +0 28 01.1
 HZ2549;SPC KY N     -   139,132.850   435,725.163   MT  0.99997432   -0 27 35.9
 HZ2549;SPC KY N     -   456,471.69  1,429,541.64   sFT  0.99997432   -0 27 35.9
 HZ2549;UTM  16      - 4,291,079.969   674,715.602   MT  0.99997591   +1 15 31.7
 HZ2549
 HZ2549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2549!SPC KY1Z     -   0.99996288  x   1.00002146  =   0.99998434
 HZ2549!SPC KY N     -   0.99996288  x   0.99997432  =   0.99993720
 HZ2549!UTM  16      -   0.99996288  x   0.99997591  =   0.99993879
 HZ2549
 HZ2549|---------------------------------------------------------------------|
 HZ2549| PID    Reference Object                     Distance      Geod. Az  |
 HZ2549|                                                           dddmmss.s |
 HZ2549| DB9754 MONTGOMERY RM 1                      23.652 METERS 07141     |
 HZ2549| HZ2550 BEACON NO 60                        APPROX. 8.2 KM 0782528.5 |
 HZ2549| DB9755 MONTGOMERY RM 1 RESET                29.194 METERS 12909     |
 HZ2549| DB9756 MONTGOMERY RM 2                      26.835 METERS 17632     |
 HZ2549| HZ2542 HILL                                APPROX. 1.2 KM 2141332.8 |
 HZ2549|---------------------------------------------------------------------|
 HZ2549
 HZ2549                          SUPERSEDED SURVEY CONTROL
 HZ2549
 HZ2549  NAD 83(1993)-  38 45 04.09860(N)    084 59 21.91832(W) AD(       ) 3
 HZ2549  NAD 83(1986)-  38 45 04.09829(N)    084 59 21.92746(W) AD(       ) 3
 HZ2549  NAD 27      -  38 45 03.87250(N)    084 59 22.11160(W) AD(       ) 3
 HZ2549  NGVD 29 (07/19/86)  270.6    (m)          888.     (f) VERT ANG       
 HZ2549
 HZ2549.Superseded values are not recommended for survey control.
 HZ2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2549.See file dsdata.txt to determine how the superseded data were derived.
 HZ2549
 HZ2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH7471691080(NAD 83)
 HZ2549_MARKER: DS = TRIANGULATION STATION DISK
 HZ2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2549
 HZ2549  HISTORY     - Date     Condition        Report By
 HZ2549  HISTORY     - 1947     MONUMENTED       CGS
 HZ2549  HISTORY     - 1963     GOOD             AEROS
 HZ2549  HISTORY     - 1963     GOOD             CGS
 HZ2549  HISTORY     - 1964     GOOD             CGS
 HZ2549  HISTORY     - 1964     GOOD             CGS
 HZ2549
 HZ2549                          STATION DESCRIPTION
 HZ2549
 HZ2549'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2549'THE STATION IS LOCATED ON MONTGOMERY HILL ABOUT 4 MILES
 HZ2549'EAST-NORTHEAST OF GHENT ON PROPERTY OWNED BY MR. FRANK CONLEY.  IT IS
 HZ2549'27 FEET SOUTHWEST OF A WAGON TRAIL, AND 17 FEET SOUTH OF A FENCE.
 HZ2549'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED MONTGOMERY
 HZ2549'1947.
 HZ2549'
 HZ2549'REFERENCE MARK NO.1 IS 77.60 FEET NORTH NORTHWEST OF THE STATION, 115
 HZ2549'FEET WEST OF A WATER HOLE, AND 45 FEET SOUTH OF A FENCE.  THE MARK
 HZ2549'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED MONTGOMERY NO 1
 HZ2549'1947.
 HZ2549'
 HZ2549'REFERENCE MARK NO.2 IS 87.98 FEET SOUTH SOUTHWEST OF THE STATION, 3
 HZ2549'FEET NORTH OF A WITNESS POST, AND 2 FEET NORTHWEST OF A FENCE.  THE
 HZ2549'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED MONTGOMERY
 HZ2549'NO 2 1947.
 HZ2549'
 HZ2549'TRIANGULATION STATION HILL WAS USED FOR AN AZIMUTH FOR THIS STATION.
 HZ2549'
 HZ2549'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 42 AND STATE
 HZ2549'HIGHWAY 47 IN GHENT, GO EAST ON HIGHWAY 42 FOR 3 MILES TO A SIDE
 HZ2549'ROAD RIGHT, TURN RIGHT HERE AND FOLLOW A NARROW GRAVEL ROAD UP THE
 HZ2549'HILL FOR 1.7 MILES TO TRIANGULATION STATION HILL ON THE LEFT AND A
 HZ2549'FORK IN THE ROAD, TAKE THE LEFT ROAD AND GO 0.6 MILE TO ANOTHER FORK
 HZ2549'IN THE ROAD, TAKE THE LEFT ROAD AND GO ABOUT 125 FEET AND MAKE A
 HZ2549'SHARP RIGHT TURN THROUGH AN OPENING IN THE FENCE, THEN FOLLOW A
 HZ2549'WAGON TRAIL THROUGH A CULTIVATED FIELD FOR 0.25 MILE TO THE STATION
 HZ2549'ON THE LEFT.
 HZ2549'
 HZ2549'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HZ2549
 HZ2549                          STATION RECOVERY (1963)
 HZ2549
 HZ2549'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2549'STATION FOUND IN GOOD CONDITION.  RM 1 FOUND DESTROYED AND LAYING ON
 HZ2549'ITS SIDE ABOUT 60 FEET SOUTH OF ITS ORIGINAL POSITION.
 HZ2549
 HZ2549                          STATION RECOVERY (1963)
 HZ2549
 HZ2549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ2549'STATION LOCATED 55 FEET SE OF NW CORNER OF GARDENF NW CORNER OF
 HZ2549'GARDEN FENCE AND 99 FEET SW OF SE CORNER OF GARDEN FENCE.  RM 1 HAS
 HZ2549'BEEN TAKEN OUT OF GROUND.
 HZ2549
 HZ2549                          STATION RECOVERY (1964)
 HZ2549
 HZ2549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EB)
 HZ2549'STATION RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD CONDITION
 HZ2549'EXCEPT RM 1 WHICH HAS BEEN DUG UP.  IT WAS RESET BY THIS PARTY AND
 HZ2549'STAMPED MONTGOMERY RM 1 1947 RESET 1964.
 HZ2549'
 HZ2549'RM 1 IS SOUTHEAST OF STATION, 16 FEET EAST OF CENTER OF DIM ROAD AND
 HZ2549'7 FEET NORTHEAST OF FENCE CORNER.  THE MARK PROJECTS 2 INCHES AND THE
 HZ2549'DISK IS STAMPED MONTGOMERY RM 1 1947 RESET 1964.
 HZ2549'
 HZ2549'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS.
 HZ2549
 HZ2549                          STATION RECOVERY (1964)
 HZ2549
 HZ2549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ2549'THE STATION AND REFERENCE MARK NO.2 WERE RECOVERED AND FOUND IN GOOD
 HZ2549'CONDITION.
 HZ2549'
 HZ2549'REFERENCE MARK NO.1 WAS RECOVERED IN GOOD CONDITION BUT NOT IN ITS
 HZ2549'FORMER POSITION.  IT HAS BEEN RESET RESENTLY.  THE JOB WAS APPARENTLY
 HZ2549'DONE BY A PROFESSIONAL AS THE MARK IS WELL PLACED WITH THE ARROW
 HZ2549'POINTING TOWARD THE STATION BUT THE PROCEDURES FOR RESETTING AND
 HZ2549'RESTAMPING REFERENCE MARKS AS GIVEN IN SPECIAL PUBLICATION NO.247
 HZ2549'WERE NOT FOLLOWED.  THE DISK IS ERRONEOUSLY STAMPED MONTGOMERY NO 1
 HZ2549'1947 RESET 1964.  THE STAMPING WAS NOT CHANGED AT THIS TIME.
 HZ2549'
 HZ2549'THE ORIGINAL DESCRIPTION IS INADEQUATE.  A COMPLETE NEW DESCRIPTION
 HZ2549'FOLLOWS- -THE STATION IS LOCATED ABOUT 4 MILES ENE OF GHENT, ON
 HZ2549'MONTGOMERY HILL, ABOUT 200 YARDS EAST OF A FARM HOUSE, 97 FEET NW OF
 HZ2549'THE SW CORNER OF A GARDEN FENCE, 55 FEET SW OF THE NW CORNER OF THE
 HZ2549'FENCE AND 24 FEET SW OF A 5 INCH THORN TREE.  THE MONUMENT IS FLUSH
 HZ2549'WITH THE GROUND AND THE DISK IS STAMPED MONTGOMERY 1947.
 HZ2549'
 HZ2549'REFERENCE MARK NO.1 IS 95.75 FEET, 29.184 METERS (SLOPE DISTANCE)
 HZ2549'SOUTHEAST OF THE STATION AND THE ANGLE BETWEEN REFERENCE MARKS 1 AND
 HZ2549'2 IS 47 DEGREES, 24 MINUTES AND 06 SECONDS.  IT IS LOCATED IN THE SW
 HZ2549'CORNER OF A GARDEN, 7 FEET NE OF THE FENCE CORNER POST.  THE MARK
 HZ2549'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED MONTGOMERY NO 1 1947
 HZ2549'RESET 1964.
 HZ2549'
 HZ2549'REFERENCE MARK NO.2 IS 87.98 FEET SSW OF THE STATION, 70 FEET WEST OF
 HZ2549'THE SW CORNER OF THE GARDEN FENCE AND 70 FEET ESE OF A 5-INCH THORN
 HZ2549'TREE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 HZ2549'MONTGOMERY NO 2 1947.
 HZ2549'
 HZ2549'TRIANGULATION STATION HILL WAS USED FOR AN AZIMUTH MARK.  IT WAS
 HZ2549'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 HZ2549'OF U.S. HIGHWAY 42 AND STATE HIGHWAY 47 IN GHENT, GO EAST ON
 HZ2549'HIGHWAY 42 FOR 3.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW
 HZ2549'A NARROW MACADAM ROAD SOUTH, UPHILL, FOR 1.2 MILES TO A FORK.
 HZ2549'BEAR LEFT ON THE MAIN ROAD FOR 0.4 MILE TO ANOTHER FORK AND
 HZ2549'TRIANGULATION STATION HILL 1947 ON THE LEFT.  TURN LEFT (NE) ON A
 HZ2549'GRAVELED ROAD FOR 0.65 MILE TO A FORK. TURN LEFT FOR ABOUT 100 FEET
 HZ2549'TO A DRIVEWAY LOADING LEFT TO A BARN AND A FIELD ROAD RIGHT.  TURN
 HZ2549'RIGHT THROUGH A WIRE GAP AND CONTINUE NE ON A TRACK ROAD FOR 0.2
 HZ2549'MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2648 ***********************************************************************
 GB2648  DESIGNATION -  MONTICELLO MUNICIPAL TANK
 GB2648  PID         -  GB2648
 GB2648  STATE/COUNTY-  KY/WAYNE
 GB2648  USGS QUAD   -  MONTICELLO (1977)
 GB2648
 GB2648                         *CURRENT SURVEY CONTROL
 GB2648  ___________________________________________________________________
 GB2648* NAD 83(1993)-  36 50 03.46218(N)    084 50 57.69365(W)     ADJUSTED  
 GB2648* NAVD 88     -                                                        
 GB2648  ___________________________________________________________________
 GB2648  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 GB2648  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GB2648
 GB2648  HORZ ORDER  -  THIRD
 GB2648
 GB2648.The horizontal coordinates were established by classical geodetic methods
 GB2648.and adjusted by the National Geodetic Survey in December 1995..
 GB2648
 GB2648
 GB2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2648
 GB2648.The geoid height was determined by GEOID03.
 GB2648
 GB2648;                    North         East     Units Scale Factor Converg.
 GB2648;SPC KY1Z     - 1,055,988.256 1,580,345.447   MT  1.00006889   +0 33 10.6
 GB2648;SPC KY1Z     - 3,464,521.47  5,184,850.02   sFT  1.00006889   +0 33 10.6
 GB2648;SPC KY S     -   555,976.462   580,338.593   MT  0.99998321   +0 32 46.3
 GB2648;SPC KY S     - 1,824,066.11  1,903,994.20   sFT  0.99998321   +0 32 46.3
 GB2648;UTM  16      - 4,078,648.846   691,782.771   MT  1.00005314   +1 17 22.9
 GB2648
 GB2648                          SUPERSEDED SURVEY CONTROL
 GB2648
 GB2648  NAD 83(1986)-  36 50 03.47226(N)    084 50 57.70091(W) AD(       ) 4
 GB2648  NAD 27      -  36 50 03.21800(N)    084 50 57.89600(W) AD(       ) 3
 GB2648
 GB2648.Superseded values are not recommended for survey control.
 GB2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2648.See file dsdata.txt to determine how the superseded data were derived.
 GB2648
 GB2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9178378649(NAD 83)
 GB2648_MARKER: 52 = STANDPIPE TANK
 GB2648
 GB2648  HISTORY     - Date     Condition        Report By
 GB2648  HISTORY     - 1950     FIRST OBSERVED   CGS
 GB2648  HISTORY     - 1969     GOOD             CGS
 GB2648
 GB2648                          STATION DESCRIPTION
 GB2648
 GB2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2648'STATION IS LOCATED IN THE NORTWEST SECTION OF MONTICELLO, ABOUT 75
 GB2648'FEET EAST OF THE CENTER OF RIDGEWOOD AVENUE AND 50 FEET SOUTH OF
 GB2648'THE CENTER OF SHREWSBERRY AVENUE. IT IS ABOUT 130 FEET TALL, HAS 4
 GB2648'LEGS, A STANDPIPE IN CENTER OF BASE, PAINTED SILVER AND HAS
 GB2648'MONTICELLO PRINTED IN LARGE BLACK LETTERS ON THE NORTH AND SOUTH
 GB2648'SIDE. THE POINT OF INTERSECTION WAS THE CENTER OF BALL ON TOP.
 GB2648
 GB2648                          STATION RECOVERY (1969)
 GB2648
 GB2648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GB2648'THIS STATION WAS RECOVERED EXACTLY AS DESCRIBED.
 GB2648'
 GB2648'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHWEST
 GB2648'SECTION OF MONTICELLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1825 ***********************************************************************
 GZ1825  DESIGNATION -  MONTPELIER
 GZ1825  PID         -  GZ1825
 GZ1825  STATE/COUNTY-  KY/RUSSELL
 GZ1825  USGS QUAD   -  MONTPELIER (1976)
 GZ1825
 GZ1825                         *CURRENT SURVEY CONTROL
 GZ1825  ___________________________________________________________________
 GZ1825* NAD 83(1993)-  37 01 01.62524(N)    085 10 37.64260(W)     ADJUSTED  
 GZ1825* NAVD 88     -       301.412  (meters)     988.88   (feet)  ADJUSTED  
 GZ1825  ___________________________________________________________________
 GZ1825  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GZ1825  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GZ1825  DYNAMIC HT  -         301.166 (meters)     988.08  (feet)  COMP
 GZ1825  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 GZ1825
 GZ1825  HORZ ORDER  -  THIRD
 GZ1825  VERT ORDER  -  SECOND    CLASS 0
 GZ1825
 GZ1825.The horizontal coordinates were established by classical geodetic methods
 GZ1825.and adjusted by the National Geodetic Survey in December 1995..
 GZ1825
 GZ1825.The orthometric height was determined by differential leveling
 GZ1825.and adjusted by the National Geodetic Survey in June 1991..
 GZ1825
 GZ1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1825
 GZ1825.The geoid height was determined by GEOID03.
 GZ1825
 GZ1825.The dynamic height is computed by dividing the NAVD 88
 GZ1825.geopotential number by the normal gravity value computed on the
 GZ1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1825.degrees latitude (g = 980.6199 gals.).
 GZ1825
 GZ1825.The modeled gravity was interpolated from observed gravity values.
 GZ1825
 GZ1825;                    North         East     Units Scale Factor Converg.
 GZ1825;SPC KY1Z     - 1,076,046.900 1,550,981.832   MT  1.00001650   +0 21 06.2
 GZ1825;SPC KY1Z     - 3,530,330.54  5,088,512.89   sFT  1.00001650   +0 21 06.2
 GZ1825;SPC KY S     -   576,036.518   550,978.991   MT  0.99996062   +0 20 50.7
 GZ1825;SPC KY S     - 1,889,879.81  1,807,670.24   sFT  0.99996062   +0 20 50.7
 GZ1825;UTM  16      - 4,098,324.721   662,163.661   MT  0.99992396   +1 05 51.8
 GZ1825
 GZ1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1825!SPC KY1Z     -   0.99995761  x   1.00001650  =   0.99997411
 GZ1825!SPC KY S     -   0.99995761  x   0.99996062  =   0.99991823
 GZ1825!UTM  16      -   0.99995761  x   0.99992396  =   0.99988157
 GZ1825
 GZ1825|---------------------------------------------------------------------|
 GZ1825| PID    Reference Object                     Distance      Geod. Az  |
 GZ1825|                                                           dddmmss.s |
 GZ1825| GZ1826 MONTPELIER RM 1                      24.828 METERS 13211     |
 GZ1825| GZ1824 MONTPELIER RM 2                      33.360 METERS 19824     |
 GZ1825| GZ1823 MONTPELIER AZ MK                                   2812911.2 |
 GZ1825|---------------------------------------------------------------------|
 GZ1825
 GZ1825                          SUPERSEDED SURVEY CONTROL
 GZ1825
 GZ1825  NAD 83(1986)-  37 01 01.63503(N)    085 10 37.65071(W) AD(       ) 3
 GZ1825  NAD 27      -  37 01 01.39800(N)    085 10 37.81000(W) AD(       ) 3
 GZ1825  NGVD 29 (??/??/92)  301.560  (m)          989.37   (f) ADJ UNCH    2 0
 GZ1825
 GZ1825.Superseded values are not recommended for survey control.
 GZ1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1825.See file dsdata.txt to determine how the superseded data were derived.
 GZ1825
 GZ1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF6216498325(NAD 83)
 GZ1825_MARKER: DS = TRIANGULATION STATION DISK
 GZ1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1825_STAMPING: MONTPELIER 1951 989.368
 GZ1825_MARK LOGO: CGS   
 GZ1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1825+STABILITY: SURFACE MOTION
 GZ1825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1825+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 GZ1825
 GZ1825  HISTORY     - Date     Condition        Report By
 GZ1825  HISTORY     - 1951     MONUMENTED       CGS
 GZ1825  HISTORY     - 1951     GOOD             CGS
 GZ1825  HISTORY     - 1958     GOOD             CGS
 GZ1825  HISTORY     - 1958     GOOD             CGS
 GZ1825  HISTORY     - 20050823 GOOD             KYTC
 GZ1825
 GZ1825                          STATION DESCRIPTION
 GZ1825
 GZ1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ1825'STATION IS LOCATED ABOUT 5-3/4 MILES SOUTHWEST OF RUSSELL SPRINGS AND
 GZ1825'7-1/2 MILES NORTHWEST OF JAMESTOWN ON THE NORTH SIDE OF STATE
 GZ1825'HIGHWAY NO. 92 AND ON LAND OWNED BY MR. JOE JONES. IT IS 50 FEET
 GZ1825'NORTH OF THE CENTER OF STATE HIGHWAY NO.  92, 18 FEET NORTH OF SOUTH
 GZ1825'EDGE OF HIGH EMBANKMENT AND 3-1/2 FEET SOUTH OF WHITE WITNESS POST.
 GZ1825'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED MONTPELIER
 GZ1825'1951.
 GZ1825'
 GZ1825'REFERENCE MARK NO 1 IS 34 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 GZ1825'NO. 92. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED
 GZ1825'MONTPELIER NO 1 1951.
 GZ1825'
 GZ1825'REFERENCE MARK NO 2 IS 58 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 GZ1825'NO. 92 AND 2 FEET NORTH OF FENCE LINE. THE MARK PROJECTS ABOUT 2
 GZ1825'INCHES AND THE DISK STAMPED MONTPELIER NO 2 1951.
 GZ1825'
 GZ1825'THE AZIMUTH MARK IS 33 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO.
 GZ1825'92, 4 FEET NORTHEAST OF WHITE WITNESS POST AND 2 FEET SOUTH OF
 GZ1825'FENCE LINE. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED
 GZ1825'MONTPELIER 1951.
 GZ1825'
 GZ1825'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 35 AND
 GZ1825'379 AT THE SOUTH END OF MAIN STREET IN RUSSELL SPRINGS, GO
 GZ1825'SOUTH ON STATE HIGHWAY NO. 379 FOR 4.0 MILES TO JUNCTION WITH STATE
 GZ1825'HIGHWAY NO, 92, TURN RIGHT AND GO WEST ON STATE HIGHWAY NO. 92 FOR
 GZ1825'3.05 MILES TO THE STATION ON THE NORTH SIDE AS DESCRIBED.
 GZ1825'
 GZ1825'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE HIGHWAY
 GZ1825'NO. 92 FOR 0.5 MILE TO THE MARK ON THE NORTH SIDE AS DESCRIBED.
 GZ1825'
 GZ1825'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GZ1825
 GZ1825                          STATION RECOVERY (1951)
 GZ1825
 GZ1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ1825'0.4 MI E FROM MONTPELIER.
 GZ1825'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 GZ1825'AND ROAD JUNCTION AT MONTPELIER, AT THE TOP OF A GRADE, 49 FEET
 GZ1825'NORTHEAST OF CENTER LINE OF ROAD, 81 1/2 FEET NORTHWEST OF RM NO.
 GZ1825'1, 109 1/2 FEET NORTH AND ACROSS HIGHWAY FROM RM NO. 2, ABOUT 75
 GZ1825'YARDS NORTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD
 GZ1825'SOUTH, 3 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 9
 GZ1825'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ1825'PROJECTING 3 INCHES.
 GZ1825
 GZ1825                          STATION RECOVERY (1958)
 GZ1825
 GZ1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 GZ1825'TRIANGULATION DESCRIPTION WAS NOT AVAILABLE AT THIS TIME, ALL MARKS
 GZ1825'WERE RECOVERED IN GOOD CONDITION AND ELEVATION STAMPED ON ALL
 GZ1825'MARKS.
 GZ1825
 GZ1825                          STATION RECOVERY (1958)
 GZ1825
 GZ1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GZ1825'RECOVERED IN GOOD CONDITION.
 GZ1825
 GZ1825                          STATION RECOVERY (2005)
 GZ1825
 GZ1825'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1825'MARK IS 0.5 FOOT SOUTHWEST OF A METAL WITNESS SIGN AND POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1823 ***********************************************************************
 GZ1823  DESIGNATION -  MONTPELIER AZ MK
 GZ1823  PID         -  GZ1823
 GZ1823  STATE/COUNTY-  KY/ADAIR
 GZ1823  USGS QUAD   -  MONTPELIER (1976)
 GZ1823
 GZ1823                         *CURRENT SURVEY CONTROL
 GZ1823  ___________________________________________________________________
 GZ1823* NAD 83(1986)-  37 01 07.     (N)    085 11 07.     (W)     SCALED    
 GZ1823* NAVD 88     -       265.017  (meters)     869.48   (feet)  ADJUSTED  
 GZ1823  ___________________________________________________________________
 GZ1823  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GZ1823  DYNAMIC HT  -         264.800 (meters)     868.76  (feet)  COMP
 GZ1823  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 GZ1823
 GZ1823  VERT ORDER  -  SECOND    CLASS 0
 GZ1823
 GZ1823.The horizontal coordinates were scaled from a topographic map and have
 GZ1823.an estimated accuracy of +/- 6 seconds.
 GZ1823
 GZ1823.The orthometric height was determined by differential leveling
 GZ1823.and adjusted by the National Geodetic Survey in June 1991..
 GZ1823
 GZ1823.The geoid height was determined by GEOID03.
 GZ1823
 GZ1823.The dynamic height is computed by dividing the NAVD 88
 GZ1823.geopotential number by the normal gravity value computed on the
 GZ1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1823.degrees latitude (g = 980.6199 gals.).
 GZ1823
 GZ1823.The modeled gravity was interpolated from observed gravity values.
 GZ1823
 GZ1823;                    North         East    Units  Estimated Accuracy
 GZ1823;SPC KY1Z     - 1,076,210.    1,550,260.      MT  (+/- 180 meters Scaled)
 GZ1823
 GZ1823                          SUPERSEDED SURVEY CONTROL
 GZ1823
 GZ1823  NGVD 29 (??/??/92)  265.165  (m)          869.96   (f) ADJ UNCH    2 0
 GZ1823
 GZ1823.Superseded values are not recommended for survey control.
 GZ1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1823.See file dsdata.txt to determine how the superseded data were derived.
 GZ1823
 GZ1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF614984(NAD 83)
 GZ1823_MARKER: DZ = AZIMUTH MARK DISK
 GZ1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1823_STAMPING: MONTPELIER 1951 869.962
 GZ1823_MARK LOGO: CGS   
 GZ1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1823+STABILITY: SURFACE MOTION
 GZ1823
 GZ1823  HISTORY     - Date     Condition        Report By
 GZ1823  HISTORY     - 1951     MONUMENTED       CGS
 GZ1823  HISTORY     - 1958     GOOD             CGS
 GZ1823  HISTORY     - 20050823 MARK NOT FOUND   KYTC
 GZ1823
 GZ1823                          STATION DESCRIPTION
 GZ1823
 GZ1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1823'AT MONTPELIER.
 GZ1823'AT MONTPELIER, ALONG STATE HIGHWAY 92, AT THE POST OFFICE AND
 GZ1823'ROAD JUNCTION, ABOUT 127 YARDS WEST OF THE ADAIR-RUSSELL COUNTY
 GZ1823'LINE, 150 FEET EAST-NORTHEAST AND ACROSS HIGHWAY FROM THE
 GZ1823'NORTHEAST CORNER OF POST OFFICE AND STORE, 34 FEET NORTH OF THE
 GZ1823'CENTER LINE OF HIGHWAY, 103 FEET EAST OF THE CENTER LINE OF A
 GZ1823'GRAVEL ROAD NORTH, 1 FOOT SOUTH OF A FENCE LINE, 4 1/2 FEET EAST
 GZ1823'OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE HIGHWAY AND SET
 GZ1823'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GZ1823
 GZ1823                          STATION RECOVERY (1958)
 GZ1823
 GZ1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GZ1823'RECOVERED IN GOOD CONDITION.
 GZ1823
 GZ1823                          STATION RECOVERY (2005)
 GZ1823
 GZ1823'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1823'BANK AND FENCE ROW HAS BEEN GRADED, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1826 ***********************************************************************
 GZ1826  DESIGNATION -  MONTPELIER RM 1
 GZ1826  PID         -  GZ1826
 GZ1826  STATE/COUNTY-  KY/RUSSELL
 GZ1826  USGS QUAD   -  MONTPELIER (1976)
 GZ1826
 GZ1826                         *CURRENT SURVEY CONTROL
 GZ1826  ___________________________________________________________________
 GZ1826* NAD 83(1986)-  37 01 01.     (N)    085 10 37.     (W)     SCALED    
 GZ1826* NAVD 88     -       300.140  (meters)     984.71   (feet)  ADJUSTED  
 GZ1826  ___________________________________________________________________
 GZ1826  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GZ1826  DYNAMIC HT  -         299.896 (meters)     983.91  (feet)  COMP
 GZ1826  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 GZ1826
 GZ1826  VERT ORDER  -  SECOND    CLASS 0
 GZ1826
 GZ1826.The horizontal coordinates were scaled from a topographic map and have
 GZ1826.an estimated accuracy of +/- 6 seconds.
 GZ1826
 GZ1826.The orthometric height was determined by differential leveling
 GZ1826.and adjusted by the National Geodetic Survey in June 1991..
 GZ1826
 GZ1826.The geoid height was determined by GEOID03.
 GZ1826
 GZ1826.The dynamic height is computed by dividing the NAVD 88
 GZ1826.geopotential number by the normal gravity value computed on the
 GZ1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1826.degrees latitude (g = 980.6199 gals.).
 GZ1826
 GZ1826.The modeled gravity was interpolated from observed gravity values.
 GZ1826
 GZ1826;                    North         East    Units  Estimated Accuracy
 GZ1826;SPC KY1Z     - 1,076,030.    1,551,000.      MT  (+/- 180 meters Scaled)
 GZ1826
 GZ1826                          SUPERSEDED SURVEY CONTROL
 GZ1826
 GZ1826  NGVD 29 (??/??/92)  300.289  (m)          985.20   (f) ADJ UNCH    2 0
 GZ1826
 GZ1826.Superseded values are not recommended for survey control.
 GZ1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1826.See file dsdata.txt to determine how the superseded data were derived.
 GZ1826
 GZ1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF621983(NAD 83)
 GZ1826_MARKER: DR = REFERENCE MARK DISK
 GZ1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1826_STAMPING: MONTPELIER NO 1 1951 985.198
 GZ1826_MARK LOGO: CGS   
 GZ1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1826+STABILITY: SURFACE MOTION
 GZ1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1826+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 GZ1826
 GZ1826  HISTORY     - Date     Condition        Report By
 GZ1826  HISTORY     - 1951     MONUMENTED       CGS
 GZ1826  HISTORY     - 1958     GOOD             CGS
 GZ1826  HISTORY     - 20050823 GOOD             KYTC
 GZ1826
 GZ1826                          STATION DESCRIPTION
 GZ1826
 GZ1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1826'0.5 MI E FROM MONTPELIER.
 GZ1826'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 GZ1826'AND ROAD JUNCTION AT MONTPELIER, AT THE TOP OF A GRADE, 34 FEET
 GZ1826'NORTHEAST OF CENTER LINE OF HIGHWAY, 140 FEET NORTHWEST OF CENTER
 GZ1826'OF JUNCTION OF A GRAVEL ROAD SOUTH, 103 FEET NORTH AND ACROSS
 GZ1826'HIGHWAY FROM THE NORTH CORNER OF A FARM HOUSE, 81 1/2 SOUTHEAST
 GZ1826'OF THE STATION MARK, 107 FEET EAST-NORTHEAST AND ACROSS HIGHWAY
 GZ1826'FROM RM NO. 2, ABOUT 3 FEET ABOVE HIGHWAY AND SET IN THE TOP OF A
 GZ1826'CONCRETE POST PROJECTING 2 INCHES.
 GZ1826
 GZ1826                          STATION RECOVERY (1958)
 GZ1826
 GZ1826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GZ1826'RECOVERED IN GOOD CONDITION.
 GZ1826
 GZ1826                          STATION RECOVERY (2005)
 GZ1826
 GZ1826'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1824 ***********************************************************************
 GZ1824  DESIGNATION -  MONTPELIER RM 2
 GZ1824  PID         -  GZ1824
 GZ1824  STATE/COUNTY-  KY/RUSSELL
 GZ1824  USGS QUAD   -  MONTPELIER (1976)
 GZ1824
 GZ1824                         *CURRENT SURVEY CONTROL
 GZ1824  ___________________________________________________________________
 GZ1824* NAD 83(1986)-  37 01 01.     (N)    085 10 37.     (W)     SCALED    
 GZ1824* NAVD 88     -       298.493  (meters)     979.31   (feet)  ADJUSTED  
 GZ1824  ___________________________________________________________________
 GZ1824  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GZ1824  DYNAMIC HT  -         298.249 (meters)     978.51  (feet)  COMP
 GZ1824  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 GZ1824
 GZ1824  VERT ORDER  -  SECOND    CLASS 0
 GZ1824
 GZ1824.The horizontal coordinates were scaled from a topographic map and have
 GZ1824.an estimated accuracy of +/- 6 seconds.
 GZ1824
 GZ1824.The orthometric height was determined by differential leveling
 GZ1824.and adjusted by the National Geodetic Survey in June 1991..
 GZ1824
 GZ1824.The geoid height was determined by GEOID03.
 GZ1824
 GZ1824.The dynamic height is computed by dividing the NAVD 88
 GZ1824.geopotential number by the normal gravity value computed on the
 GZ1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1824.degrees latitude (g = 980.6199 gals.).
 GZ1824
 GZ1824.The modeled gravity was interpolated from observed gravity values.
 GZ1824
 GZ1824;                    North         East    Units  Estimated Accuracy
 GZ1824;SPC KY1Z     - 1,076,030.    1,551,000.      MT  (+/- 180 meters Scaled)
 GZ1824
 GZ1824                          SUPERSEDED SURVEY CONTROL
 GZ1824
 GZ1824  NGVD 29 (??/??/92)  298.641  (m)          979.79   (f) ADJ UNCH    2 0
 GZ1824
 GZ1824.Superseded values are not recommended for survey control.
 GZ1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1824.See file dsdata.txt to determine how the superseded data were derived.
 GZ1824
 GZ1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF621983(NAD 83)
 GZ1824_MARKER: DR = REFERENCE MARK DISK
 GZ1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1824_STAMPING: MONTPELIER NO 2 1951 979.791
 GZ1824_MARK LOGO: CGS   
 GZ1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1824+STABILITY: SURFACE MOTION
 GZ1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1824+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 GZ1824
 GZ1824  HISTORY     - Date     Condition        Report By
 GZ1824  HISTORY     - 1951     MONUMENTED       CGS
 GZ1824  HISTORY     - 1958     GOOD             CGS
 GZ1824  HISTORY     - 20050823 GOOD             KYTC
 GZ1824
 GZ1824                          STATION DESCRIPTION
 GZ1824
 GZ1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1824'0.4 MI E FROM MONTPELIER.
 GZ1824'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 GZ1824'AND ROAD JUNCTION AT MONTPELIER, AT THE TOP OF A GRADE, 56 FEET
 GZ1824'SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 1 FOOT NORTHEAST OF A
 GZ1824'WIRE FENCE, 84 1/2 FEET NORTHWEST OF THE NORTH CORNER OF A FARM
 GZ1824'HOUSE, 56 FEET SOUTHEAST OF THE EAST CORNER OF A SMALL FARM
 GZ1824'BUILDING, 107 FEET WEST-SOUTHWEST AND ACROSS HIGHWAY FROM RM NO. 1,
 GZ1824'109 1/2 FEET SOUTH AND ACROSS HIGHWAY FROM STATION MARK, ABOUT 1
 GZ1824'FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ1824'PROJECTING 3 INCHES.
 GZ1824
 GZ1824                          STATION RECOVERY (1958)
 GZ1824
 GZ1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GZ1824'RECOVERED IN GOOD CONDITION.
 GZ1824
 GZ1824                          STATION RECOVERY (2005)
 GZ1824
 GZ1824'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1824'MARK IS AT BASE OF 10 INCH MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2541 ***********************************************************************
 HY2541  CBN         -  This is a Cooperative Base Network Control Station.
 HY2541  PACS        -  This is a Primary Airport Control Station.
 HY2541  DESIGNATION -  MONTPORT
 HY2541  PID         -  HY2541
 HY2541  STATE/COUNTY-  KY/MONTGOMERY
 HY2541  USGS QUAD   -  MOUNT STERLING (1979)
 HY2541
 HY2541                         *CURRENT SURVEY CONTROL
 HY2541  ___________________________________________________________________
 HY2541* NAD 83(1993)-  38 03 39.35424(N)    083 58 34.93710(W)     ADJUSTED  
 HY2541* NAVD 88     -       303.13   (meters)     994.5    (feet)  GPS OBS   
 HY2541  ___________________________________________________________________
 HY2541  X           -     527,681.128 (meters)                     COMP
 HY2541  Y           -  -5,000,711.700 (meters)                     COMP
 HY2541  Z           -   3,910,937.870 (meters)                     COMP
 HY2541  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 HY2541  ELLIP HEIGHT-         270.25  (meters)          (11/03/04) GPS OBS
 HY2541  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY2541
 HY2541  HORZ ORDER  -  B
 HY2541  ELLP ORDER  -  THIRD     CLASS I
 HY2541
 HY2541.This mark is at Mount Sterling-Montgomery Co Airport (IOB)
 HY2541
 HY2541.The horizontal coordinates were established by GPS observations
 HY2541.and adjusted by the National Geodetic Survey in January 1997..
 HY2541
 HY2541.The orthometric height was determined by GPS observations and a
 HY2541.high-resolution geoid model.
 HY2541
 HY2541.GPS derived orthometric heights for airport stations designated as
 HY2541.PACS or SACS are published to 2 decimal places.  This maintains
 HY2541.centimeter relative accuracy between the PACS and SACS.  It does
 HY2541.not indicate centimeter accuracy relative to other marks which are
 HY2541.part of the NAVD 88 network.
 HY2541
 HY2541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY2541
 HY2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2541
 HY2541.The ellipsoidal height was determined by GPS observations
 HY2541.and is referenced to NAD 83.
 HY2541
 HY2541.The geoid height was determined by GEOID03.
 HY2541
 HY2541;                    North         East     Units Scale Factor Converg.
 HY2541;SPC KY1Z     - 1,193,212.505 1,655,629.819   MT  0.99991011   +1 05 20.2
 HY2541;SPC KY1Z     - 3,914,731.36  5,431,845.50   sFT  0.99991011   +1 05 20.2
 HY2541;SPC KY N     -    62,297.113   524,013.227   MT  0.99998707   +0 10 12.8
 HY2541;SPC KY N     -   204,386.44  1,719,200.06   sFT  0.99998707   +0 10 12.8
 HY2541;UTM  17      - 4,216,759.094   238,870.469   MT  1.00043991   -1 50 09.5
 HY2541;UTM  16      - 4,216,893.081   765,276.523   MT  1.00046680   +1 51 54.5
 HY2541
 HY2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2541!SPC KY1Z     -   0.99995760  x   0.99991011  =   0.99986771
 HY2541!SPC KY N     -   0.99995760  x   0.99998707  =   0.99994467
 HY2541!UTM  17      -   0.99995760  x   1.00043991  =   1.00039749
 HY2541!UTM  16      -   0.99995760  x   1.00046680  =   1.00042438
 HY2541
 HY2541:                Primary Azimuth Mark                     Grid Az
 HY2541:SPC KY1Z     -  MONTPORT AZ MK                           246 45 32.5
 HY2541:SPC KY N     -  MONTPORT AZ MK                           247 40 39.9
 HY2541:UTM  17      -  MONTPORT AZ MK                           249 41 02.2
 HY2541:UTM  16      -  MONTPORT AZ MK                           245 58 58.2
 HY2541
 HY2541|---------------------------------------------------------------------|
 HY2541| PID    Reference Object                     Distance      Geod. Az  |
 HY2541|                                                           dddmmss.s |
 HY2541| HY2542 MONTPORT AZ MK                      APPROX. 0.9 KM 2475052.7 |
 HY2541|---------------------------------------------------------------------|
 HY2541
 HY2541                          SUPERSEDED SURVEY CONTROL
 HY2541
 HY2541  ELLIP H (01/09/97)  270.24   (m)                       GP(       ) 4 1
 HY2541  NAD 83(1993)-  38 03 39.35357(N)    083 58 34.93669(W) AD(       ) 3
 HY2541  ELLIP H (12/20/95)  270.30   (m)                       GP(       ) 4 1
 HY2541  NAD 83(1986)-  38 03 39.36243(N)    083 58 34.94674(W) AD(       ) 3
 HY2541  NGVD 29 (11/06/89)  303.4    (m)          995.     (f) GPS OBS        
 HY2541
 HY2541.Superseded values are not recommended for survey control.
 HY2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2541.See file dsdata.txt to determine how the superseded data were derived.
 HY2541
 HY2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC3887016759(NAD 83)
 HY2541_MARKER: DH = HORIZONTAL CONTROL DISK
 HY2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2541_SP_SET: CONCRETE POST
 HY2541_STAMPING: MOUNTPORT 1986
 HY2541_MARK LOGO: NGS   
 HY2541_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2541+STABILITY: SURFACE MOTION
 HY2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY2541+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2003
 HY2541
 HY2541  HISTORY     - Date     Condition        Report By
 HY2541  HISTORY     - 1986     MONUMENTED       NGS
 HY2541  HISTORY     - 19890404 GOOD
 HY2541  HISTORY     - 19951001 GOOD             LOWE
 HY2541  HISTORY     - 19960828 GOOD             NGS
 HY2541  HISTORY     - 20030114 GOOD             WOOLPT
 HY2541
 HY2541                          STATION DESCRIPTION
 HY2541
 HY2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HY2541'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) WEST OF MOUNT STERLING
 HY2541'AT THE MOUNT STERLING AIRPORT, 0.6 KM (0.35 MI) NORTHEAST OF THE
 HY2541'AIRPORT OFFICE.  OWNERSHIP--AIRMOTIVE INC., MOUNT STERLING, KY 40353.
 HY2541'AIRPORT MANAGER IS MR. RONALD HILL, PHONE 606-498-1000.
 HY2541'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 11 IN
 HY2541'MOUNT STERLING, DRIVE WEST FOR 3.4 KM (2.10 MI) ON STATE HIGHWAY 60,
 HY2541'WEST MAIN STREET, TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR
 HY2541'1.4 KM (0.85 MI) ON AIRPORT ROAD TO AIRPORT OFFICE ON THE LEFT.  PASS
 HY2541'THROUGH THE MAIN GATE AND GO NORTH ONTO THE FUELING APRON FOR 0.2 KM
 HY2541'(0.10 MI) TO THE OLD RUNWAY WHICH IS NOW BEING USED AS A TAXIWAY FOR
 HY2541'THE NEW RUNWAY.  TURN RIGHT AND GO 0.4 KM (0.25 MI) ON THE TAXIWAY TO
 HY2541'THE JUNCTION WITH NEW RUNWAY.  CONTINUE EAST AND ACROSS RUNWAY FOR
 HY2541'0.08 KM (0.05 MI) TO THE JUNCTION OF A TRAIL ROAD.  TURN LEFT AND GO
 HY2541'NORTH-NORTHEAST FOR 0.24 KM (0.15 MI) TO A WINDSOCK AND THE STATION.
 HY2541'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---MOUNTPORT
 HY2541'1986---, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 HY2541'GROUND.  LOCATED 15.9 M (52.2 FT) WEST OF THE WEST CORNER OF THE
 HY2541'CONCRETE FOUNDATION FOR THE WINDSOCK, 0.7 M (2.3 FT) NORTH-NORTHWEST
 HY2541'OF A 4 X 10 FOOT CONCRETE SLAB WITH AN INSCRIBED ARROW AT THE NORTH
 HY2541'END OF THE SLAB POINTING TO THE STATION.  NOTE--CONTACT AIRPORT OFFICE
 HY2541'FOR KEY TO GATE AT AIRPORT.
 HY2541'DESCRIBED BY M.L. MCCREADY.
 HY2541
 HY2541                          STATION RECOVERY (1989)
 HY2541
 HY2541'RECOVERED 1989
 HY2541'RECOVERED IN GOOD CONDITION.
 HY2541
 HY2541                          STATION RECOVERY (1995)
 HY2541
 HY2541'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 HY2541'RECOVERED AS DESCRIBED.  THIS STATION IS A PRIMARY AIRPORT CONTROL
 HY2541'STATION.
 HY2541
 HY2541                          STATION RECOVERY (1996)
 HY2541
 HY2541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HY2541'RECOVERED AS DESCRIBED BY NGS IN 1986.  THIS IS THE PRIMARY AIRPORT
 HY2541'CONTROL STATION.
 HY2541
 HY2541                          STATION RECOVERY (2003)
 HY2541
 HY2541'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM)
 HY2541'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2542 ***********************************************************************
 HY2542  SACS        -  This is a Secondary Airport Control Station.
 HY2542  DESIGNATION -  MONTPORT AZ MK
 HY2542  PID         -  HY2542
 HY2542  STATE/COUNTY-  KY/MONTGOMERY
 HY2542  USGS QUAD   -  MOUNT STERLING (1979)
 HY2542
 HY2542                         *CURRENT SURVEY CONTROL
 HY2542  ___________________________________________________________________
 HY2542* NAD 83(1993)-  38 03 28.78220(N)    083 59 07.77603(W)     ADJUSTED  
 HY2542* NAVD 88     -       306.51   (meters)    1005.6    (feet)  GPS OBS   
 HY2542  ___________________________________________________________________
 HY2542  X           -     526,906.304 (meters)                     COMP
 HY2542  Y           -  -5,000,998.139 (meters)                     COMP
 HY2542  Z           -   3,910,683.282 (meters)                     COMP
 HY2542  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 HY2542  ELLIP HEIGHT-         273.62  (meters)          (01/09/97) GPS OBS
 HY2542  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY2542
 HY2542  HORZ ORDER  -  FIRST
 HY2542  ELLP ORDER  -  FOURTH    CLASS I
 HY2542
 HY2542.This mark is at Mount Sterling-Montgomery Co Airport (IOB)
 HY2542
 HY2542.The horizontal coordinates were established by GPS observations
 HY2542.and adjusted by the National Geodetic Survey in January 1997..
 HY2542
 HY2542.The orthometric height was determined by GPS observations and a
 HY2542.high-resolution geoid model.
 HY2542
 HY2542.GPS derived orthometric heights for airport stations designated as
 HY2542.PACS or SACS are published to 2 decimal places.  This maintains
 HY2542.centimeter relative accuracy between the PACS and SACS.  It does
 HY2542.not indicate centimeter accuracy relative to other marks which are
 HY2542.part of the NAVD 88 network.
 HY2542
 HY2542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY2542
 HY2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2542
 HY2542.The ellipsoidal height was determined by GPS observations
 HY2542.and is referenced to NAD 83.
 HY2542
 HY2542.The geoid height was determined by GEOID03.
 HY2542
 HY2542;                    North         East     Units Scale Factor Converg.
 HY2542;SPC KY1Z     - 1,192,871.455 1,654,835.659   MT  0.99990995   +1 05 00.0
 HY2542;SPC KY1Z     - 3,913,612.43  5,429,239.99   sFT  0.99990995   +1 05 00.0
 HY2542;SPC KY N     -    61,968.816   523,213.639   MT  0.99998744   +0 09 52.3
 HY2542;SPC KY N     -   203,309.36  1,716,576.75   sFT  0.99998744   +0 09 52.3
 HY2542;UTM  17      - 4,216,458.851   238,059.510   MT  1.00044513   -1 50 29.3
 HY2542;UTM  16      - 4,216,541.110   764,486.619   MT  1.00046164   +1 51 33.8
 HY2542
 HY2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2542!SPC KY1Z     -   0.99995707  x   0.99990995  =   0.99986702
 HY2542!SPC KY N     -   0.99995707  x   0.99998744  =   0.99994451
 HY2542!UTM  17      -   0.99995707  x   1.00044513  =   1.00040218
 HY2542!UTM  16      -   0.99995707  x   1.00046164  =   1.00041869
 HY2542
 HY2542:                Primary Azimuth Mark                     Grid Az
 HY2542:SPC KY1Z     -  MONTPORT                                 066 45 32.4
 HY2542:SPC KY N     -  MONTPORT                                 067 40 40.1
 HY2542:UTM  17      -  MONTPORT                                 069 41 01.7
 HY2542:UTM  16      -  MONTPORT                                 065 58 58.6
 HY2542
 HY2542|---------------------------------------------------------------------|
 HY2542| PID    Reference Object                     Distance      Geod. Az  |
 HY2542|                                                           dddmmss.s |
 HY2542| HY2541 MONTPORT                            APPROX. 0.9 KM 0675032.4 |
 HY2542|---------------------------------------------------------------------|
 HY2542
 HY2542                          SUPERSEDED SURVEY CONTROL
 HY2542
 HY2542  NAD 83(1993)-  38 03 28.78173(N)    083 59 07.77586(W) AD(       ) 3
 HY2542  ELLIP H (12/20/95)  273.68   (m)                       GP(       ) 4 1
 HY2542  NAD 83(1986)-  38 03 28.79059(N)    083 59 07.78590(W) AD(       ) 3
 HY2542  NGVD 29 (11/06/89)  306.7    (m)         1006.     (f) GPS OBS        
 HY2542
 HY2542.Superseded values are not recommended for survey control.
 HY2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2542.See file dsdata.txt to determine how the superseded data were derived.
 HY2542
 HY2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC3806016459(NAD 83)
 HY2542_MARKER: DZ = AZIMUTH MARK DISK
 HY2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2542_SP_SET: CONCRETE POST
 HY2542_STAMPING: MOUNTPORT 1986
 HY2542_MARK LOGO: NGS   
 HY2542_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2542+STABILITY: SURFACE MOTION
 HY2542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY2542+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1996
 HY2542
 HY2542  HISTORY     - Date     Condition        Report By
 HY2542  HISTORY     - 1986     MONUMENTED       NGS
 HY2542  HISTORY     - 19890404 GOOD
 HY2542  HISTORY     - 19951001 GOOD             LOWE
 HY2542  HISTORY     - 19960828 GOOD             NGS
 HY2542
 HY2542                          STATION DESCRIPTION
 HY2542
 HY2542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HY2542'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) WEST OF MOUNT STERLING
 HY2542'AT THE MOUNT STERLING AIRPORT, 0.3 KM (0.20 MI) WEST OF THE AIRPORT
 HY2542'OFFICE AND AT THE WEST END OF THE TAXIWAY.  OWNERSHIP--AIRMOTIVE INC.,
 HY2542'MOUNT STERLING, KY 40353.  AIRPORT MANAGER IS MR. RONALD HILL, PHONE
 HY2542'606-498-1000.
 HY2542'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 11 IN
 HY2542'MOUNT STERLING, GO WEST FOR 3.4 KM (2.10 MI) ON STATE HIGHWAY 60, WEST
 HY2542'MAIN STREET, TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 1.4
 HY2542'KM (0.85 MI) ON AIRPORT ROAD TO THE AIRPORT OFFICE ON THE LEFT.  PASS
 HY2542'THROUGH THE MAIN GATE AND GO NORTH ONTO FUELING APRON FOR 0.2 KM
 HY2542'(0.10 MI) TO THE OLD RUNWAY WHICH IS NOW USED AS A TAXIWAY FOR THE NEW
 HY2542'RUNWAY.  TURN LEFT AND GO WEST-SOUTHWEST FOR 0.24 KM (0.15 MI) TO THE
 HY2542'END OF OLD RUNWAY 7 AND A CORRUGATED METAL HANGAR BUILDING RIGHT AND
 HY2542'THE STATION.
 HY2542'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---MOUNTPORT
 HY2542'1986---, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 HY2542'GROUND.  LOCATED 46.6 M (152.9 FT) SOUTHEAST OF A POWERPOLE WITH A
 HY2542'TRANSFORMER, 2 GUY WIRES AND LINES RUNNING TO METAL HANGAR, 22.2 M
 HY2542'(72.8 FT) SOUTH OF THE CENTER OF OLD RUNWAY 7, 14.0 M (45.9 FT)
 HY2542'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HANGAR, 10.5 M
 HY2542'(34.4 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE WEST END OF
 HY2542'OLD RUNWAY 7.  NOTE--CONTACT AIRPORT OFFICE FOR KEY TO GATE TO
 HY2542'AIRPORT.
 HY2542'DESCRIBED BY M.J. WELLSLAGER.
 HY2542
 HY2542                          STATION RECOVERY (1989)
 HY2542
 HY2542'RECOVERED 1989
 HY2542'RECOVERED IN GOOD CONDITION.
 HY2542
 HY2542                          STATION RECOVERY (1995)
 HY2542
 HY2542'RECOVERY NOTE BY LOWE ENGINEERS 1995 (GRP)
 HY2542'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 HY2542'STATION.
 HY2542
 HY2542                          STATION RECOVERY (1996)
 HY2542
 HY2542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HY2542'RECOVERED AS DESCRIBED BY NGS IN 1986.  THIS IS A SECONDARY AIRPORT
 HY2542'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1766 ***********************************************************************
 GZ1766  DESIGNATION -  MOODY
 GZ1766  PID         -  GZ1766
 GZ1766  STATE/COUNTY-  KY/GREEN
 GZ1766  USGS QUAD   -  GRESHAM (1987)
 GZ1766
 GZ1766                         *CURRENT SURVEY CONTROL
 GZ1766  ___________________________________________________________________
 GZ1766* NAD 83(1993)-  37 12 36.06015(N)    085 26 17.96635(W)     ADJUSTED  
 GZ1766* NAVD 88     -       273.013  (meters)     895.71   (feet)  ADJUSTED  
 GZ1766  ___________________________________________________________________
 GZ1766  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 GZ1766  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GZ1766  DYNAMIC HT  -         272.801 (meters)     895.01  (feet)  COMP
 GZ1766  MODELED GRAV-     979,845.6   (mgal)                       NAVD 88
 GZ1766
 GZ1766  HORZ ORDER  -  SECOND
 GZ1766  VERT ORDER  -  SECOND    CLASS 0
 GZ1766
 GZ1766.The horizontal coordinates were established by classical geodetic methods
 GZ1766.and adjusted by the National Geodetic Survey in December 1995..
 GZ1766
 GZ1766.The orthometric height was determined by differential leveling
 GZ1766.and adjusted by the National Geodetic Survey in June 1991..
 GZ1766
 GZ1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ1766
 GZ1766.The geoid height was determined by GEOID03.
 GZ1766
 GZ1766.The dynamic height is computed by dividing the NAVD 88
 GZ1766.geopotential number by the normal gravity value computed on the
 GZ1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1766.degrees latitude (g = 980.6199 gals.).
 GZ1766
 GZ1766.The modeled gravity was interpolated from observed gravity values.
 GZ1766
 GZ1766;                    North         East     Units Scale Factor Converg.
 GZ1766;SPC KY1Z     - 1,097,344.315 1,527,665.491   MT  0.99997210   +0 11 28.9
 GZ1766;SPC KY1Z     - 3,600,203.81  5,012,015.87   sFT  0.99997210   +0 11 28.9
 GZ1766;SPC KY S     -   597,334.428   527,664.819   MT  0.99994774   +0 11 20.5
 GZ1766;SPC KY S     - 1,959,754.70  1,731,180.33   sFT  0.99994774   +0 11 20.5
 GZ1766;UTM  16      - 4,119,312.833   638,573.346   MT  0.99983655   +0 56 40.4
 GZ1766
 GZ1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ1766!SPC KY1Z     -   0.99996213  x   0.99997210  =   0.99993423
 GZ1766!SPC KY S     -   0.99996213  x   0.99994774  =   0.99990987
 GZ1766!UTM  16      -   0.99996213  x   0.99983655  =   0.99979869
 GZ1766
 GZ1766:                Primary Azimuth Mark                     Grid Az
 GZ1766:SPC KY1Z     -  HOGARDS                                  003 20 56.0
 GZ1766:SPC KY S     -  HOGARDS                                  003 21 04.4
 GZ1766:UTM  16      -  HOGARDS                                  002 35 44.5
 GZ1766
 GZ1766|---------------------------------------------------------------------|
 GZ1766| PID    Reference Object                     Distance      Geod. Az  |
 GZ1766|                                                           dddmmss.s |
 GZ1766| GZ2729 HOGARDS                             APPROX.10.6 KM 0033224.9 |
 GZ1766| GZ1765 MOODY RM 1                           26.381 METERS 02347     |
 GZ1766| GZ1764 MOODY RM 2                           27.439 METERS 11452     |
 GZ1766| CG9013 MOODY AZ MK                                        2493146.5 |
 GZ1766|---------------------------------------------------------------------|
 GZ1766
 GZ1766                          SUPERSEDED SURVEY CONTROL
 GZ1766
 GZ1766  NAD 83(1986)-  37 12 36.06949(N)    085 26 17.97472(W) AD(       ) 2
 GZ1766  NAD 27      -  37 12 35.85400(N)    085 26 18.10500(W) AD(       ) 2
 GZ1766  NGVD 29 (??/??/92)  273.161  (m)          896.20   (f) ADJ UNCH    2 0
 GZ1766
 GZ1766.Superseded values are not recommended for survey control.
 GZ1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1766.See file dsdata.txt to determine how the superseded data were derived.
 GZ1766
 GZ1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG3857319313(NAD 83)
 GZ1766_MARKER: DS = TRIANGULATION STATION DISK
 GZ1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1766_STAMPING: MOODY 1951
 GZ1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1766+STABILITY: SURFACE MOTION
 GZ1766
 GZ1766  HISTORY     - Date     Condition        Report By
 GZ1766  HISTORY     - 1951     MONUMENTED       CGS
 GZ1766  HISTORY     - 1951     GOOD             CGS
 GZ1766  HISTORY     - 1954     GOOD             CGS
 GZ1766  HISTORY     - 20050825 MARK NOT FOUND   KYTC
 GZ1766
 GZ1766                          STATION DESCRIPTION
 GZ1766
 GZ1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ1766'STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF CAMPBELLSVILLE AND 5
 GZ1766'MILES SOUTHEAST OF GREENSBURG ON THE PROPERTY OF S. E. LOWE. IT
 GZ1766'IS 79 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 73 FEET NORTHWEST OF
 GZ1766'THE SOUTHWEST CORNER OF A FRAME HOUSE AND 40 FEET NORTH OF A
 GZ1766'3-FOOT RED OAK TREE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GZ1766'IS STAMPED MOODY 1951.
 GZ1766'
 GZ1766'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE NORTHWEST CORNER OF A
 GZ1766'SMALL FRAME BUILDING. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 GZ1766'IS STAMPED MOODY NO 1 1951.
 GZ1766'
 GZ1766'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTER OF GRAVEL ROAD,27
 GZ1766'FEET SOUTH OF THE SOUTHWEST CORNER OF FRAME HOUSE AND 2 FEET
 GZ1766'WEST OF A 10-INCH MAPLE TREE. THE MARK PROJECTS ABOUT 2 INCHES AND
 GZ1766'THE DISK IS STAMPED MOODY NO 2 1951.
 GZ1766'
 GZ1766'AZIMUTH MARK IS 14 FEET EAST OF CENTER OF A GRAVEL ROAD, 2 FEET
 GZ1766'NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.
 GZ1766'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MOODY 1951.
 GZ1766'
 GZ1766'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 68 AND STATE
 GZ1766'HIGHWAY 61, WHICH IS ABOUT 1 MILE SOUTH OF GREENSBURG, GO SOUTHEAST
 GZ1766'ON HIGHWAY 61 FOR 2.95 MILES TO A GRAVEL ROAD FORK LEFT, TURN LEFT ON
 GZ1766'GRAVEL ROAD AND GO EAST FOR 1.4 MILES TO A CROSSROAD (JOGGED),
 GZ1766'CONTINUE AHEAD FOR 0.3 MILE TO THE STATION ON LEFT AS DESCRIBED.
 GZ1766'
 GZ1766'TO REACH AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.3 MILE TO
 GZ1766'JOGGED CROSSROAD, TURN LEFT AND GO ABOUT 0.05 MILE TO THE AZIMUTH
 GZ1766'MARK ON LEFT AS DESCRIBED.
 GZ1766'
 GZ1766'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GZ1766
 GZ1766                          STATION RECOVERY (1951)
 GZ1766
 GZ1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GZ1766'6 MI SE FROM GREENSBURG.
 GZ1766'ABOUT 4.45 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE OLD
 GZ1766'COURT HOUSE AT GREENSBURG, THENCE ABOUT 1.6 MILES EAST ALONG A
 GZ1766'GRAVEL ROAD, ABOUT 0.15 MILE WEST OF A CHURCH AND CEMETERY,
 GZ1766'ABOUT 0.3 MILE EAST OF A JOGGED CROSSROAD AND SMALL SETTLEMENT,
 GZ1766'NEAR THE TOP OF A GRADE AND AT A FARM HOUSE, 84 FEET NORTH OF
 GZ1766'THE CENTER LINE OF THE ROAD, 45 FEET NORTHWEST OF A WELL, 68
 GZ1766'FEET WEST-NORTHWEST OF ROCK CHIMNEY OF HOUSE, 42 1/2 FEET
 GZ1766'NORTH-NORTHEAST OF A 30-INCH OAK TREE, ABOUT 2 FEET ABOVE THE
 GZ1766'ROAD AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 GZ1766'THE GROUND.
 GZ1766
 GZ1766                          STATION RECOVERY (1954)
 GZ1766
 GZ1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 GZ1766'THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE EXCEPT THAT NOW THE
 GZ1766'TREE MENTIONED IN THE DESCRIPTION OF R.M. NO. 2 IS DEAD AND THE
 GZ1766'PRESENT RECOVERER MOVED THE AZIMUTH MARK ABOUT 50 FEET CLOSER TO THE
 GZ1766'STATION AND IN EXACTLY THE SAME AZIMUTH LINE.
 GZ1766'
 GZ1766'THE STATION IS ABOUT 11 MILES SOUTHWEST OF CAMPBELLSVILLE, ABOUT 5
 GZ1766'MILES SOUTHEAST OF GREENSBURG, AND ON THE APPARENTLY HIGHEST POINT
 GZ1766'IN THE VICINITY WHICH IS THE PROPERTY OF S. E. LOWE. IT IS 79 FEET
 GZ1766'NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 68 FEET WEST-NORTHWEST
 GZ1766'OF THE SOUTHWEST CORNER OF THE STONE CHIMNEY OF A FRAME HOUSE, 45.5
 GZ1766'FEET WNW OF THE CENTER OF A DUG WELL, AND 42.5 FEET NORTH OF THE
 GZ1766'CENTER OF A 3-FOOT OAK.
 GZ1766'THE STATION IS
 GZ1766'FLUSH WITH THE GROUND SURFACE, AND THE DISK IS STAMPED MOODY 1951.
 GZ1766'
 GZ1766'REFERENCE MARK NO. 1 IS 26.381 METERS (CHECKS ORIGINAL DISTANCE AND
 GZ1766'EQUALS 86.55 FT), NNE OF THE STATION, 1 FOOT WEST OF THE NW CORNER OF
 GZ1766'A SMALL FARM BUILDING AND 89 FEET N OF THE NW CORNER OF THE STONE
 GZ1766'CHIMNEY. IT IS A MARK PROJECTING 2 INCHES, AND THE
 GZ1766'DISK IS STAMPED MOODY NO 1 1951.
 GZ1766'
 GZ1766'REFERENCE MARK NO. 2 IS 27.415 METERS (0.024 METER SHORTER THAN
 GZ1766'ORIGINAL DISTANCE AND EQUAL TO 89.94 FEET) ESE OF THE STATION,
 GZ1766'33.3 FEET S OF THE SW CORNER OF THE STONE CHIMNEY, 27 FEET NORTH OF
 GZ1766'THE CENTERLINE OF THE ROAD, AND 25.5 FEET WEST OF THE CENTER OF A
 GZ1766'24-INCH MAPLE. IT IS A MARK PROJECTING ABOUT 2 INCHES, AND
 GZ1766'THE DISK IS STAMPED MOODY NO 2 1951.
 GZ1766'
 GZ1766'THE AZIMUTH MARK IS 0.3 MILE WSW OF THE STATION, AN ESTIMATED 100
 GZ1766'YARDS SOUTH OF A CROSSROADS, 30 FEET EAST OF THE CENTERLINE OF
 GZ1766'A COUNTY ROAD, 40 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH SIDE
 GZ1766'OF A FRAME HOUSE ON THE OPPOSITE SIDE OF THE ROAD, AND 12 FEET N
 GZ1766'OF THE PROJECTED LINE OF A FENCE ON THE OPPOSITE SIDE OF THE ROAD. IT
 GZ1766'IS A MARK PROJECTING 6 INCHES, AND THE DISK IS STAMPED MOODY
 GZ1766'1951 RESET 1954.
 GZ1766'
 GZ1766'TO REACH THE STATION FROM THE CENTRAL TOWN SQUARE AT THE COURT HOUSE
 GZ1766'IN GREENSBURG , GO SOUTHERLY ON U. S. HWY. NO. 68 FOR 2.3 MILES AND
 GZ1766'KEEP STRAIGHT AHEAD ON THE LEFT FORK AND ON STATE HWY. NO. 61 FOR
 GZ1766'2.95 MILES AND TURN LEFT ONTO A COUNTY ROAD, THENCE EASTERLY 1.4
 GZ1766'MILES TO A JOGGED CROSSROADS AND CONTINUE STRAIGHT AHEAD, THENCE
 GZ1766'EASTERLY 0.3 MILE TO THE TOP OF THE HILL AND THE STATION ON THE
 GZ1766'LEFT.
 GZ1766
 GZ1766                          STATION RECOVERY (2005)
 GZ1766
 GZ1766'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1766'A 2 STORY VINYL SIDED HOUSE WAS BUILT AT THIS LOCATION 2 YEARS AGO AND
 GZ1766'ACCORDING TO PROPERTY OWNER THIS MARK WAS GRADED OUT, CONSIDER
 GZ1766'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1765 ***********************************************************************
 GZ1765  DESIGNATION -  MOODY RM 1
 GZ1765  PID         -  GZ1765
 GZ1765  STATE/COUNTY-  KY/GREEN
 GZ1765  USGS QUAD   -  GRESHAM (1987)
 GZ1765
 GZ1765                         *CURRENT SURVEY CONTROL
 GZ1765  ___________________________________________________________________
 GZ1765* NAD 83(1986)-  37 12 35.     (N)    085 26 18.     (W)     SCALED    
 GZ1765* NAVD 88     -       271.757  (meters)     891.59   (feet)  ADJUSTED  
 GZ1765  ___________________________________________________________________
 GZ1765  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GZ1765  DYNAMIC HT  -         271.546 (meters)     890.90  (feet)  COMP
 GZ1765  MODELED GRAV-     979,845.6   (mgal)                       NAVD 88
 GZ1765
 GZ1765  VERT ORDER  -  SECOND    CLASS 0
 GZ1765
 GZ1765.The horizontal coordinates were scaled from a topographic map and have
 GZ1765.an estimated accuracy of +/- 6 seconds.
 GZ1765
 GZ1765.The orthometric height was determined by differential leveling
 GZ1765.and adjusted by the National Geodetic Survey in June 1991..
 GZ1765
 GZ1765.The geoid height was determined by GEOID03.
 GZ1765
 GZ1765.The dynamic height is computed by dividing the NAVD 88
 GZ1765.geopotential number by the normal gravity value computed on the
 GZ1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1765.degrees latitude (g = 980.6199 gals.).
 GZ1765
 GZ1765.The modeled gravity was interpolated from observed gravity values.
 GZ1765
 GZ1765;                    North         East    Units  Estimated Accuracy
 GZ1765;SPC KY1Z     - 1,097,310.    1,527,670.      MT  (+/- 180 meters Scaled)
 GZ1765
 GZ1765                          SUPERSEDED SURVEY CONTROL
 GZ1765
 GZ1765  NGVD 29 (??/??/92)  271.905  (m)          892.08   (f) ADJ UNCH    2 0
 GZ1765
 GZ1765.Superseded values are not recommended for survey control.
 GZ1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1765.See file dsdata.txt to determine how the superseded data were derived.
 GZ1765
 GZ1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG385192(NAD 83)
 GZ1765_MARKER: DR = REFERENCE MARK DISK
 GZ1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1765_STAMPING: MOODY NO 1 1951
 GZ1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1765+STABILITY: SURFACE MOTION
 GZ1765
 GZ1765  HISTORY     - Date     Condition        Report By
 GZ1765  HISTORY     - 1951     MONUMENTED       CGS
 GZ1765  HISTORY     - 20050825 MARK NOT FOUND   KYTC
 GZ1765
 GZ1765                          STATION DESCRIPTION
 GZ1765
 GZ1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1765'6 MI SE FROM GREENSBURG.
 GZ1765'ABOUT 4.45 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE OLD
 GZ1765'COURT HOUSE AT GREENSBURG, THENCE ABOUT 1.6 MILES EAST ALONG A
 GZ1765'GRAVEL ROAD, ABOUT 0.15 MILE WEST OF A CHURCH AND CEMETERY,
 GZ1765'ABOUT 0.3 MILE EAST OF A JOGGED CROSSROAD AND SMALL SETTLEMENT,
 GZ1765'NEAR THE TOP OF A GRADE AND AT A FARM HOUSE, 89 FEET NORTHEAST
 GZ1765'OF THE STATION, 89 FEET NORTH OF A WELL, 1 FOOT WEST OF THE
 GZ1765'NORTHWEST CORNER OF AN OLD SHED, 36 FEET SOUTHEAST OF THE
 GZ1765'NORTHEAST CORNER OF AN OLD LOG BARN, AND SET IN THE TOP OF A
 GZ1765'CONCRETE POST PROJECTING 1 INCH.
 GZ1765
 GZ1765                          STATION RECOVERY (2005)
 GZ1765
 GZ1765'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1764 ***********************************************************************
 GZ1764  DESIGNATION -  MOODY RM 2
 GZ1764  PID         -  GZ1764
 GZ1764  STATE/COUNTY-  KY/GREEN
 GZ1764  USGS QUAD   -  GRESHAM (1987)
 GZ1764
 GZ1764                         *CURRENT SURVEY CONTROL
 GZ1764  ___________________________________________________________________
 GZ1764* NAD 83(1986)-  37 12 35.     (N)    085 26 18.     (W)     SCALED    
 GZ1764* NAVD 88     -       272.559  (meters)     894.22   (feet)  ADJUSTED  
 GZ1764  ___________________________________________________________________
 GZ1764  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GZ1764  DYNAMIC HT  -         272.347 (meters)     893.53  (feet)  COMP
 GZ1764  MODELED GRAV-     979,845.6   (mgal)                       NAVD 88
 GZ1764
 GZ1764  VERT ORDER  -  SECOND    CLASS 0
 GZ1764
 GZ1764.The horizontal coordinates were scaled from a topographic map and have
 GZ1764.an estimated accuracy of +/- 6 seconds.
 GZ1764
 GZ1764.The orthometric height was determined by differential leveling
 GZ1764.and adjusted by the National Geodetic Survey in June 1991..
 GZ1764
 GZ1764.The geoid height was determined by GEOID03.
 GZ1764
 GZ1764.The dynamic height is computed by dividing the NAVD 88
 GZ1764.geopotential number by the normal gravity value computed on the
 GZ1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1764.degrees latitude (g = 980.6199 gals.).
 GZ1764
 GZ1764.The modeled gravity was interpolated from observed gravity values.
 GZ1764
 GZ1764;                    North         East    Units  Estimated Accuracy
 GZ1764;SPC KY1Z     - 1,097,310.    1,527,670.      MT  (+/- 180 meters Scaled)
 GZ1764
 GZ1764                          SUPERSEDED SURVEY CONTROL
 GZ1764
 GZ1764  NGVD 29 (??/??/92)  272.707  (m)          894.71   (f) ADJ UNCH    2 0
 GZ1764
 GZ1764.Superseded values are not recommended for survey control.
 GZ1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1764.See file dsdata.txt to determine how the superseded data were derived.
 GZ1764
 GZ1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG385192(NAD 83)
 GZ1764_MARKER: DR = REFERENCE MARK DISK
 GZ1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1764_STAMPING: MOODY NO 2 1951
 GZ1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1764+STABILITY: SURFACE MOTION
 GZ1764
 GZ1764  HISTORY     - Date     Condition        Report By
 GZ1764  HISTORY     - 1951     MONUMENTED       CGS
 GZ1764  HISTORY     - 20050825 MARK NOT FOUND   KYTC
 GZ1764
 GZ1764                          STATION DESCRIPTION
 GZ1764
 GZ1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1764'6 MI SE FROM GREENSBURG.
 GZ1764'ABOUT 4.45 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE OLD
 GZ1764'COURT HOUSE AT GREENSBURG, THENCE ABOUT 1.6 MILES EAST ALONG
 GZ1764'A GRAVEL ROAD, ABOUT 0.15 MILE WEST OF A CHURCH AND CEMETERY,
 GZ1764'ABOUT 0.3 MILE EAST OF A JOGGED CROSSROAD AND SMALL SETTLEMENT,
 GZ1764'NEAR THE TOP OF A GRADE AND AT A FARM HOUSE, 90 FEET SOUTHEAST
 GZ1764'OF THE STATION MARK, 27 FEET NORTH OF THE CENTER LINE OF ROAD,
 GZ1764'27 1/2 FEET SOUTH OF SOUTHWEST CORNER OF HOUSE, 47 FEET SOUTHEAST
 GZ1764'OF A WELL, 3 FEET WEST OF THE FIRST MAPLE TREE WEST OF WALK TO
 GZ1764'HOUSE, ABOUT 1 FOOT ABOVE ROAD AND SET IN THE TOP OF A CONCRETE
 GZ1764'POST PROJECTING 1 INCH.
 GZ1764
 GZ1764                          STATION RECOVERY (2005)
 GZ1764
 GZ1764'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB1490 ***********************************************************************
 HB1490  DESIGNATION -  MOORE
 HB1490  PID         -  HB1490
 HB1490  STATE/COUNTY-  KY/CRITTENDEN
 HB1490  USGS QUAD   -  SALEM (1973)
 HB1490
 HB1490                         *CURRENT SURVEY CONTROL
 HB1490  ___________________________________________________________________
 HB1490* NAD 83(1993)-  37 19 37.64830(N)    088 07 38.55991(W)     ADJUSTED  
 HB1490* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 HB1490  ___________________________________________________________________
 HB1490  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 HB1490  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 HB1490
 HB1490  HORZ ORDER  -  THIRD
 HB1490
 HB1490.The horizontal coordinates were established by classical geodetic methods
 HB1490.and adjusted by the National Geodetic Survey in October 1999..
 HB1490
 HB1490.The orthometric height was scaled from a topographic map.
 HB1490
 HB1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1490
 HB1490.The geoid height was determined by GEOID03.
 HB1490
 HB1490;                    North         East     Units Scale Factor Converg.
 HB1490;SPC KY1Z     - 1,112,978.130 1,289,328.826   MT  0.99995059   -1 27 34.6
 HB1490;SPC KY1Z     - 3,651,495.75  4,230,072.99   sFT  0.99995059   -1 27 34.6
 HB1490;SPC KY S     -   612,935.832   289,329.365   MT  0.99994541   -1 26 30.4
 HB1490;SPC KY S     - 2,010,940.31    949,241.43   sFT  0.99994541   -1 26 30.4
 HB1490;UTM  16      - 4,131,758.245   400,119.995   MT  0.99972288   -0 41 01.2
 HB1490
 HB1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1490!SPC KY1Z     -   0.99997306  x   0.99995059  =   0.99992365
 HB1490!SPC KY S     -   0.99997306  x   0.99994541  =   0.99991847
 HB1490!UTM  16      -   0.99997306  x   0.99972288  =   0.99969595
 HB1490
 HB1490|---------------------------------------------------------------------|
 HB1490| PID    Reference Object                     Distance      Geod. Az  |
 HB1490|                                                           dddmmss.s |
 HB1490| CI4683 MOORE RM 1                            7.755 METERS 01233     |
 HB1490| HB1483 MARION MUNICIPAL TANK               APPROX. 4.4 KM 0882750.5 |
 HB1490| CI4682 MOORE AZ MK                                        2452659.0 |
 HB1490|---------------------------------------------------------------------|
 HB1490
 HB1490                          SUPERSEDED SURVEY CONTROL
 HB1490
 HB1490  NAD 83(1993)-  37 19 37.64883(N)    088 07 38.55950(W) AD(       ) 3
 HB1490  NAD 83(1986)-  37 19 37.65620(N)    088 07 38.56249(W) AD(       ) 3
 HB1490  NAD 27      -  37 19 37.47063(N)    088 07 38.46798(W) AD(       ) 3
 HB1490
 HB1490.Superseded values are not recommended for survey control.
 HB1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1490.See file dsdata.txt to determine how the superseded data were derived.
 HB1490
 HB1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG0012031758(NAD 83)
 HB1490_MARKER: DS = TRIANGULATION STATION DISK
 HB1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1490
 HB1490  HISTORY     - Date     Condition        Report By
 HB1490  HISTORY     - 1962     MONUMENTED       CGS
 HB1490  HISTORY     - 20020417 MARK NOT FOUND   PENRIL
 HB1490
 HB1490                          STATION DESCRIPTION
 HB1490
 HB1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1490'THE STATION IS ABOUT 2 MILES WEST OF MARION, ON THE SOUTHEAST SLOPE
 HB1490'OF A LOW RIDGE KNOWN AS MOORE HILL AND IS ON THE PROPERTY OF MR.
 HB1490'H.H. CLARK.  IT IS 43 FEET NORTHWEST OF A 24 INCH OAK TREE, 18 FEET
 HB1490'SOUTHWEST OF A 10 INCH MAPLE TREE, 8 FEET SOUTHWEST OF THE CENTERLINE
 HB1490'OF A NARROW GRAVELED ROAD, 4 FEET SOUTHEAST OF A WITNESS POST AND 1
 HB1490'FOOT NORTHEAST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 HB1490'IS STAMPED MOORE 1962.
 HB1490'
 HB1490'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 641 IN
 HB1490'THE SOUTH PART OF MARION, GO WEST ON HIGHWAY 60 FOR 2.3 MILES TO A
 HB1490'NARROW GRAVELED ROAD ON THE RIGHT AND THE TT 7 JR MARK IN THE
 HB1490'NORTHWEST ANGLE. *TURN RIGHT AND GO NORTHWEST ON THE NARROW
 HB1490'GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 HB1490'
 HB1490'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON HIGHWAY 60 FOR
 HB1490'0.4 MILE TO THE MARK ON THE RIGHT.
 HB1490'
 HB1490'REFERENCE MARK 1 IS 24 FEET NORTH-NORTHEAST OF THE WITNESS POST, 12
 HB1490'FEET NORTHWEST OF THE 10 INCH MAPLE TREE AND 11 FEET NORTHEAST OF THE
 HB1490'CENTERLINE OF THE NARROW GRAVELED ROAD.  THE MONUMENT PROJECTS 2
 HB1490'INCHES AND THE DISK IS STAMPED MOORE NO 1 1962.
 HB1490'
 HB1490'TT 7 JR IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 HB1490'TT 7 JR 1953 636 (FEET) SET FLUSH IN THE TOP OF AN 8 X 8 INCH
 HB1490'CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 36 FEET NORTH OF THE
 HB1490'CENTERLINE OF HIGHWAY 60, 26 FEET SOUTHWEST OF THE CENTERLINE OF A
 HB1490'GRAVELED ROAD, 14 FEET NORTHWEST OF A FENCE CORNER, 4 FEET NORTH OF A
 HB1490'WIRE FENCE AND 3 FEET EAST OF A POWER POLE.
 HB1490'
 HB1490'THE AZIMUTH MARK IS 34 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY
 HB1490'60, 3 FEET EAST OF A FENCE CORNER, 3 FEET SOUTHWEST OF A WITNESS
 HB1490'POST, 3 FEET NORTH OF A POWER POLE AND 1 FOOT SOUTHEAST OF A WIRE
 HB1490'FENCE. THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED MOORE
 HB1490'1962.
 HB1490'
 HB1490'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HB1490
 HB1490                          STATION RECOVERY (2002)
 HB1490
 HB1490'RECOVERY NOTE BY PENNYRILE AREA DEVELOPEMENT DISTRICT 2002 (RL)
 HB1490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2182 ***********************************************************************
 HZ2182  DESIGNATION -  MOORE
 HZ2182  PID         -  HZ2182
 HZ2182  STATE/COUNTY-  KY/JEFFERSON
 HZ2182  USGS QUAD   -  LOUISVILLE EAST (1994)
 HZ2182
 HZ2182                         *CURRENT SURVEY CONTROL
 HZ2182  ___________________________________________________________________
 HZ2182* NAD 83(1993)-  38 08 31.76741(N)    085 37 41.82878(W)     ADJUSTED  
 HZ2182* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 HZ2182  ___________________________________________________________________
 HZ2182  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 HZ2182  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HZ2182
 HZ2182  HORZ ORDER  -  SECOND
 HZ2182
 HZ2182.The horizontal coordinates were established by classical geodetic methods
 HZ2182.and adjusted by the National Geodetic Survey in December 1995..
 HZ2182
 HZ2182.The orthometric height was scaled from a topographic map.
 HZ2182
 HZ2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2182
 HZ2182.The geoid height was determined by GEOID03.
 HZ2182
 HZ2182;                    North         East     Units Scale Factor Converg.
 HZ2182;SPC KY1Z     - 1,200,755.658 1,510,668.888   MT  0.99991566   +0 04 29.0
 HZ2182;SPC KY1Z     - 3,939,479.19  4,956,252.84   sFT  0.99991566   +0 04 29.0
 HZ2182;SPC KY N     -    72,181.211   379,182.988   MT  0.99997809   -0 51 26.6
 HZ2182;SPC KY N     -   236,814.52  1,244,036.19   sFT  0.99997809   -0 51 26.6
 HZ2182;SPC KY S     -   700,751.656   510,670.265   MT  1.00004479   +0 04 25.7
 HZ2182;SPC KY S     - 2,299,049.39  1,675,424.03   sFT  1.00004479   +0 04 25.7
 HZ2182;UTM  16      - 4,222,476.665   620,202.742   MT  0.99977795   +0 50 50.3
 HZ2182
 HZ2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2182!SPC KY1Z     -   0.99997323  x   0.99991566  =   0.99988889
 HZ2182!SPC KY N     -   0.99997323  x   0.99997809  =   0.99995132
 HZ2182!SPC KY S     -   0.99997323  x   1.00004479  =   1.00001802
 HZ2182!UTM  16      -   0.99997323  x   0.99977795  =   0.99975119
 HZ2182
 HZ2182:                Primary Azimuth Mark                     Grid Az
 HZ2182:SPC KY1Z     -  MOORE AZ MK                              137 26 22.5
 HZ2182:SPC KY N     -  MOORE AZ MK                              138 22 18.1
 HZ2182:SPC KY S     -  MOORE AZ MK                              137 26 25.8
 HZ2182:UTM  16      -  MOORE AZ MK                              136 40 01.2
 HZ2182
 HZ2182|---------------------------------------------------------------------|
 HZ2182| PID    Reference Object                     Distance      Geod. Az  |
 HZ2182|                                                           dddmmss.s |
 HZ2182| CG9014 MOORE AZ MK                                        1373051.5 |
 HZ2182| CG9015 MOORE RM 1                           43.971 METERS 15813     |
 HZ2182| CG9016 MOORE RM 2                           76.654 METERS 24202     |
 HZ2182| HZ2232 COX RESET                           APPROX.12.7 KM 2772253.8 |
 HZ2182| HZ2183 BOWMAN FIELD ADMIN BLDG AWY BN      APPROX. 9.6 KM 3394135.7 |
 HZ2182|---------------------------------------------------------------------|
 HZ2182
 HZ2182                          SUPERSEDED SURVEY CONTROL
 HZ2182
 HZ2182  NAD 83(1986)-  38 08 31.77056(N)    085 37 41.83609(W) AD(       ) 2
 HZ2182  NAD 27      -  38 08 31.50800(N)    085 37 41.97900(W) AD(       ) 2
 HZ2182
 HZ2182.Superseded values are not recommended for survey control.
 HZ2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2182.See file dsdata.txt to determine how the superseded data were derived.
 HZ2182
 HZ2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2020322477(NAD 83)
 HZ2182_MARKER: DS = TRIANGULATION STATION DISK
 HZ2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2182_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2182_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2182
 HZ2182  HISTORY     - Date     Condition        Report By
 HZ2182  HISTORY     - 1935     MONUMENTED       CGS
 HZ2182  HISTORY     - 1948     GOOD             CGS
 HZ2182  HISTORY     - 1957     GOOD             CGS
 HZ2182  HISTORY     - 1961     POOR             CGS
 HZ2182  HISTORY     - 1978     GOOD             NGS
 HZ2182
 HZ2182                          STATION DESCRIPTION
 HZ2182
 HZ2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2182'STATION IS ABOUT 10 MILES SE OF LOUISVILLE, 5 MILES SW OF
 HZ2182'JEFFERSONTOWN, 2-1/4 MILES SW OF BARDSTOWN PIKE, ON A
 HZ2182'DIVIDING RIDGE BETWEEN FERN CREEK AND CEDAR CREEK, ON THE PROPERTY OF
 HZ2182'A MISS MARY E. MOORE. STATION IS NEAR THE CENTER OF A
 HZ2182'RECTANGULAR PASTURE FIELD, ABOUT 100 YARDS W OF A N-S MACADAM ROAD,
 HZ2182'46 FEET SW OF A TRIPLE-BLAZED 5-INCH CEDAR, 37-1/2 FEET WSW OF A
 HZ2182'32-INCH BEECH TREE WITH A TRIANGULAR BLAZE, 34-1/2 FEET NE OF A
 HZ2182'36-INCH BEECH TREE. MARK PROJECTS 5 INCHES.
 HZ2182'
 HZ2182'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTHS ARE STANDARD BRONZE
 HZ2182'DISKS SET IN CONCRETE.
 HZ2182'
 HZ2182'REFERENCE MARK NO. 1 IS SE OF STATION, 10 INCHES N OF WIRE FENCE.
 HZ2182'MARK PROJECTS 12 INCHES.
 HZ2182'
 HZ2182'REFERENCE MARK NO. 2 IS WSW OF STATION, 10 INCHES N OF WIRE FENCE.
 HZ2182'MARK PROJECTS 10 INCHES.
 HZ2182'
 HZ2182'AZIMUTH MARK IS ESE OF STATION, 8-1/2 YARDS NE OF THE INTERSECTION OF
 HZ2182'VAUGHN MILL ROAD AND BRISCOE LANE, 1 FOOT W OF WIRE FENCE AND 1
 HZ2182'1/2 YARDS NE OF POLE FOR POWER LINE.
 HZ2182'
 HZ2182'TO REACH FROM THE CORNER OF THIRD STREET AND BROADWAY IN LOUISVILLE,
 HZ2182'GO E ON BROADWAY, U.S. HIGHWAY 31 E, FOR 7.9 MILES TO A
 HZ2182'T-MACADAM ROAD RIGHT. TURN RIGHT AND GO 1.7 MILES TO T-ROAD RIGHT.
 HZ2182'HERE KEEP STRAIGHT AND CONTINUE 1.85 MILES TO MOORES FARMHOUSE
 HZ2182'ON THE LEFT AND STATION IN PASTURE FIELD ON THE RIGHT.
 HZ2182'
 HZ2182'A 90-FOOT TOWER IS REQUIRED.
 HZ2182'
 HZ2182'NO NATURAL OBJECTS V.G.
 HZ2182
 HZ2182                          STATION RECOVERY (1948)
 HZ2182
 HZ2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 HZ2182'STATION BELIEVED TO BE IN GOOD CONDITION BUT BURIED IN FRONT LAWN OF
 HZ2182'NEW HOME. OWNER OBJECTS TO DIGGING UP FRONT LAWN UNLESS
 HZ2182'ABSOLUTELY NECESSARY.
 HZ2182'
 HZ2182'REFERENCE AND AZIMUTH MARKS ARE IN GOOD CONDITION.
 HZ2182'
 HZ2182'HOUSE AND BARN IN LINE WITH REFERENCE MARKS AND STATION.
 HZ2182
 HZ2182                          STATION RECOVERY (1957)
 HZ2182
 HZ2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KET)
 HZ2182'STATION RECOVERED BUT PREVIOUS DESCRIPTION IS NOW OBSOLETE. A NEW
 HZ2182'DESCRIPTION TO REACH FOLLOWS-
 HZ2182'
 HZ2182'STATION IS ABOUT 10 MILES S.E. OF LOUISVILLE, 5 MILES S.W. OF
 HZ2182'JEFFERSONTOWN, 2-1/4 MILES S.W. OF BARDSTOWN ROAD, ON PROPERTY
 HZ2182'OWNED BY JOHN A. OSTERHOLT. THE STATION IS 9.3 FEET NORTH OF MR.
 HZ2182'OSTERHOLTS HOUSE, 11.7 FEET S.S.E. OF A 7 INCH CEDAR TREE.
 HZ2182'
 HZ2182'THE RMS AND AZ. MK. WERE RECOVERED AS DESCRIBED. TO REACH FROM THIRD
 HZ2182'ST. AND BROADWAY IN LOUISVILLE, GO E. ON U.S.  HIGHWAY 31E FOR
 HZ2182'7.9 MILES TO A T-MACADAM ROAD RIGHT. TURN RIGHT AND GO 1.7 MILES TO A
 HZ2182'T-ROAD RIGHT. HERE KEEP STRAIGHT AND CONTINUE 1.85 MILES
 HZ2182'TO MR. OSTERHOLTS PROPERTY, HOUSE AND STATION ON RIGHT. THE HOUSE
 HZ2182'BLOCKS VISION FROM THE STATION TO ALL OTHER MARKS. A 28 FT.
 HZ2182'RANGE POLE ON THE STATION CAN BE SEEN FROM THE RMS.
 HZ2182
 HZ2182                          STATION RECOVERY (1961)
 HZ2182
 HZ2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WLM)
 HZ2182'REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD CONDITION.
 HZ2182'THE STATION WAS RECOVERED WITH THE DISK REMOVED.  THE DESCRIPTION
 HZ2182'BY K.E.T. IN 1957 IS ADEQUATE AND COMPLETE FOR RECOVERY.
 HZ2182
 HZ2182                          STATION RECOVERY (1978)
 HZ2182
 HZ2182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HZ2182'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD
 HZ2182'CONDITION.  THE AZIMUTH MARK WAS FOUND MOVED BY PARTIES UNKNOWN,
 HZ2182'BLOCKED TO THE STATION BY HOUSE AND WAS DESTROYED AT THIS TIME.  IN
 HZ2182'1961 THE STATION WAS REPORTED AS BEING DESTROYED AND THE DISK
 HZ2182'GONE.  A PIECE OF BROKEN CONCRETE WAS FOUND OVER THE MARK BUT THE
 HZ2182'STATION MARK WAS UNDER THIS AND IN GOOD CONDITION.  REFERENCE MARKS
 HZ2182'1 AND 2 WERE OBSTRUCTED TO THE STATION BY A HOUSE AND REFERENCE MARK
 HZ2182'1 WAS DESTROYED AT THE REQUEST OF THE PROPERTY OWNER.  REFERENCE
 HZ2182'MARKS 3 AND 4 WERE SET TO HELP IN FUTURE RECOVERY OF THE STATION.  IF
 HZ2182'AT ALL POSSIBLE AN AZIMUTH MARK WILL BE SET AND A POLARIS OBSERVATION
 HZ2182'MADE IN THE FUTURE.  A NEW DESCRIPTION FOLLOWS.
 HZ2182'
 HZ2182'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF THE CENTER OF
 HZ2182'LOUISVILLE, ON THE PROPERTY OF MR. J. O. ALEXANDER, 7304 VAUGHN MILL
 HZ2182'ROAD, LOUISVILLE, KENTUCKY, 30 FEET NORTHWEST OF THE NORTHEAST CORNER
 HZ2182'OF HOUSE, 9.5 FEET NORTH OF THE NORTH FACE OF THE HOUSE, 7 FEET NORTH
 HZ2182'EAST OF THE NORTHEAST CORNER OF NEW ADDITION TO THE HOUSE AND 33 FEET
 HZ2182'SOUTHEAST OF A 12 INCH CEDAR TREE.  THE MONUMENT IS 6 INCHES UNDER
 HZ2182'GROUND AND THE DISK IS STAMPED MOORE 1933.
 HZ2182'
 HZ2182'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, FLUSH
 HZ2182'WITH THE GROUND, STAMPED---MOORE 1938 NO 3 1978---37 FEET NORTHEAST
 HZ2182'OF THE NORTHEAST CORNER OF THE HOUSE, 75 FEET NORTH OF THE CENTERLINE
 HZ2182'OF DRIVEWAY, 23 FEET NORTHEAST OF A 48 INCH BEECH TREE AND 1 FOOT
 HZ2182'SOUTH EAST OF A YARD SWING SUPPORT.
 HZ2182'
 HZ2182'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, FLUSH WITH
 HZ2182'THE GROUND, 22 FEET SOUTHEAST OF A 12 INCH CEDAR TREE, 34 FEET EAST OF
 HZ2182'A 14 INCH CEDAR TREE, 15 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 HZ2182'NEW ADDITION TO THE HOUSE AND 11 FEET NORTHWEST OF THE NORTHEAST
 HZ2182'CORNER OF THE NEW ADDITION.  THE DISK IS STAMPED---MOORE 1933 NO 4
 HZ2182'1978---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2462 ***********************************************************************
 HY2462  DESIGNATION -  MOOREFIELD
 HY2462  PID         -  HY2462
 HY2462  STATE/COUNTY-  KY/NICHOLAS
 HY2462  USGS QUAD   -  MOOREFIELD (1978)
 HY2462
 HY2462                         *CURRENT SURVEY CONTROL
 HY2462  ___________________________________________________________________
 HY2462* NAD 83(1993)-  38 16 28.44964(N)    083 55 45.09192(W)     ADJUSTED  
 HY2462* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 HY2462  ___________________________________________________________________
 HY2462  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 HY2462  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HY2462
 HY2462  HORZ ORDER  -  THIRD
 HY2462
 HY2462.The horizontal coordinates were established by classical geodetic methods
 HY2462.and adjusted by the National Geodetic Survey in December 1995..
 HY2462
 HY2462.The orthometric height was scaled from a topographic map.
 HY2462
 HY2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2462
 HY2462.The geoid height was determined by GEOID03.
 HY2462
 HY2462;                    North         East     Units Scale Factor Converg.
 HY2462;SPC KY1Z     - 1,216,999.484 1,659,306.501   MT  0.99992903   +1 07 04.5
 HY2462;SPC KY1Z     - 3,992,772.47  5,443,908.08   sFT  0.99992903   +1 07 04.5
 HY2462;SPC KY N     -    86,023.468   528,070.994   MT  0.99996771   +0 11 58.4
 HY2462;SPC KY N     -   282,228.66  1,732,512.92   sFT  0.99996771   +0 11 58.4
 HY2462;UTM  17      - 4,240,339.036   243,760.355   MT  1.00040870   -1 48 55.5
 HY2462;UTM  16      - 4,240,741.286   768,630.601   MT  1.00048882   +1 54 11.8
 HY2462
 HY2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2462!SPC KY1Z     -   0.99995741  x   0.99992903  =   0.99988645
 HY2462!SPC KY N     -   0.99995741  x   0.99996771  =   0.99992513
 HY2462!UTM  17      -   0.99995741  x   1.00040870  =   1.00036610
 HY2462!UTM  16      -   0.99995741  x   1.00048882  =   1.00044621
 HY2462
 HY2462|---------------------------------------------------------------------|
 HY2462| PID    Reference Object                     Distance      Geod. Az  |
 HY2462|                                                           dddmmss.s |
 HY2462| DB9761 MOOREFIELD RM 1                      14.429 METERS 12514     |
 HY2462| DB9762 MOOREFIELD RM 2                      10.702 METERS 21702     |
 HY2462| DB9760 MOOREFIELD AZ MK                                   2531046.6 |
 HY2462| HY2464 32 ATA USGS 1954                     65.342 METERS 25825     |
 HY2462| HY2465 CLINKEN                             APPROX. 5.6 KM 2974852.4 |
 HY2462|---------------------------------------------------------------------|
 HY2462
 HY2462                          SUPERSEDED SURVEY CONTROL
 HY2462
 HY2462  NAD 83(1986)-  38 16 28.45675(N)    083 55 45.09977(W) AD(       ) 3
 HY2462  NAD 27      -  38 16 28.17800(N)    083 55 45.37300(W) AD(       ) 3
 HY2462
 HY2462.Superseded values are not recommended for survey control.
 HY2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2462.See file dsdata.txt to determine how the superseded data were derived.
 HY2462
 HY2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4376040339(NAD 83)
 HY2462_MARKER: DS = TRIANGULATION STATION DISK
 HY2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2462
 HY2462  HISTORY     - Date     Condition        Report By
 HY2462  HISTORY     - 1954     MONUMENTED       CGS
 HY2462
 HY2462                          STATION DESCRIPTION
 HY2462
 HY2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2462'THE STATION IS LOCATED ABOUT 8 MILES EAST OF CARLISLE, ABOUT 6 MILES
 HY2462'NORTH OF SHARPSBURG AND ON THE MOOREFIELD PUBLIC SCHOOL GROUNDS AT
 HY2462'MOOREFIELD.  IT IS 54 FEET NORTH OF THE CENTER OF STATE HIGHWAY 57,
 HY2462'36 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING AND 5
 HY2462'FEET EAST OF A 1 FOOT MAPLE TREE.  THE MARK IS FLUSH AND THE DISK
 HY2462'IS STAMPED MOOREFIELD 1954.
 HY2462'
 HY2462'REFERENCE MARK NO.1 IS 23 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 HY2462'57 AND 21 FEET EAST OF THE CENTER OF THE DRIVEWAY TO THE SCHOOL.  THE
 HY2462'MARK IS FLUSH AND THE DISK IS STAMPED MOOREFIELD NO 1 1954.
 HY2462'
 HY2462'REFERENCE MARK NO.2 IS 27 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 HY2462'57 AND 2 FEET EAST OF THE EAST EDGE OF THE SIDEWALK LEADING TO THE
 HY2462'SCHOOL.  THE MARK IS FLUSH AND THE DISK IS STAMPED MOOREFIELD NO 2
 HY2462'1954.
 HY2462'
 HY2462'32 ATA (USGS) B.M. IS 56 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HY2462'THE MOOREFIELD UNION CHURCH, 42 FEET WEST OF THE CENTER OF THE
 HY2462'DRIVEWAY LEADING TO THE CHURCH AND 28 FEET NORTH OF THE CENTER OF
 HY2462'STATE HIGHWAY 57.  THE MARK IS AN 8 X 8 INCH CONCRETE POST FLUSH WITH
 HY2462'THE GROUND AND THE U.S. GEOLOGICAL SURVEY DISK IS STAMPED 32 ATA 987
 HY2462'1950.
 HY2462'
 HY2462'THE AZIMUTH MARK IS 28 FEET NORTH OF A POWER LINE POLE, 23 FEET WEST
 HY2462'OF THE CENTER OF STATE HIGHWAY 36 AND 1 FOOT SOUTH OF THE CORNER OF
 HY2462'A BOARD FENCE AT THE NORTH EDGE OF A DRIVEWAY.  THE MARK IS FLUSH
 HY2462'AND THE DISK IS STAMPED MOOREFIELD 1954.
 HY2462'
 HY2462'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE HIGHWAY
 HY2462'57 FOR 0.1 MILE TO THE JUNCTION OF STATE HIGHWAYS 57 AND 36, TURN
 HY2462'LEFT TO THE DRIVEWAY ON THE RIGHT AND THE MARK AS DESCRIBED.
 HY2462'
 HY2462'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2463 ***********************************************************************
 HY2463  DESIGNATION -  MOOREFIELD UNION CHURCH SPIRE
 HY2463  PID         -  HY2463
 HY2463  STATE/COUNTY-  KY/NICHOLAS
 HY2463  USGS QUAD   -  MOOREFIELD (1978)
 HY2463
 HY2463                         *CURRENT SURVEY CONTROL
 HY2463  ___________________________________________________________________
 HY2463* NAD 83(1993)-  38 16 28.51524(N)    083 55 48.51545(W)     ADJUSTED  
 HY2463* NAVD 88     -                                                        
 HY2463  ___________________________________________________________________
 HY2463  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 HY2463  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HY2463
 HY2463  HORZ ORDER  -  THIRD
 HY2463
 HY2463.The horizontal coordinates were established by classical geodetic methods
 HY2463.and adjusted by the National Geodetic Survey in December 1995..
 HY2463
 HY2463
 HY2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2463
 HY2463.The geoid height was determined by GEOID03.
 HY2463
 HY2463;                    North         East     Units Scale Factor Converg.
 HY2463;SPC KY1Z     - 1,216,999.883 1,659,223.269   MT  0.99992903   +1 07 02.4
 HY2463;SPC KY1Z     - 3,992,773.78  5,443,635.01   sFT  0.99992903   +1 07 02.4
 HY2463;SPC KY N     -    86,025.201   527,987.775   MT  0.99996770   +0 11 56.3
 HY2463;SPC KY N     -   282,234.35  1,732,239.89   sFT  0.99996770   +0 11 56.3
 HY2463;UTM  17      - 4,240,343.696   243,677.213   MT  1.00040923   -1 48 57.6
 HY2463;UTM  16      - 4,240,740.544   768,547.324   MT  1.00048826   +1 54 09.7
 HY2463
 HY2463                          SUPERSEDED SURVEY CONTROL
 HY2463
 HY2463  NAD 83(1986)-  38 16 28.52236(N)    083 55 48.52322(W) AD(       ) 4
 HY2463  NAD 27      -  38 16 28.24000(N)    083 55 48.79000(W) AD(       ) 3
 HY2463
 HY2463.Superseded values are not recommended for survey control.
 HY2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2463.See file dsdata.txt to determine how the superseded data were derived.
 HY2463
 HY2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4367740344(NAD 83)
 HY2463_MARKER: 90 = CHURCH SPIRE
 HY2463
 HY2463  HISTORY     - Date     Condition        Report By
 HY2463  HISTORY     - 1954     FIRST OBSERVED   CGS
 HY2463
 HY2463                          STATION DESCRIPTION
 HY2463
 HY2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HY2463'THE STATION IS THE TOP OF THE SPIRE OF THE MOOREFIELD UNION CHURCH
 HY2463'AND IS ABOUT 45 FEET TALL.  IT IS LOCATED IN THE NORTHERN PART OF THE
 HY2463'VILLAGE AND AT THE JUNCTION OF STATE HIGHWAYS 36 AND 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2490 ***********************************************************************
 HY2490  DESIGNATION -  MORANBURG
 HY2490  PID         -  HY2490
 HY2490  STATE/COUNTY-  KY/MASON
 HY2490  USGS QUAD   -  MAYSVILLE WEST (1993)
 HY2490
 HY2490                         *CURRENT SURVEY CONTROL
 HY2490  ___________________________________________________________________
 HY2490* NAD 83(1993)-  38 39 58.23368(N)    083 47 01.11015(W)     ADJUSTED  
 HY2490* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 HY2490  ___________________________________________________________________
 HY2490  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 HY2490  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HY2490
 HY2490  HORZ ORDER  -  SECOND
 HY2490
 HY2490.The horizontal coordinates were established by classical geodetic methods
 HY2490.and adjusted by the National Geodetic Survey in April 1998..
 HY2490
 HY2490.The orthometric height was scaled from a topographic map.
 HY2490
 HY2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2490
 HY2490.The geoid height was determined by GEOID03.
 HY2490
 HY2490;                    North         East     Units Scale Factor Converg.
 HY2490;SPC KY1Z     - 1,260,716.969 1,671,123.368   MT  0.99999988   +1 12 26.2
 HY2490;SPC KY1Z     - 4,136,202.26  5,482,677.25   sFT  0.99999988   +1 12 26.2
 HY2490;SPC KY N     -   129,546.223   540,586.616   MT  0.99996809   +0 17 24.4
 HY2490;SPC KY N     -   425,019.57  1,773,574.59   sFT  0.99996809   +0 17 24.4
 HY2490;SPC OH S     -    74,749.471   488,284.335   MT  1.00001388   -0 48 52.2
 HY2490;UTM  17      - 4,283,410.202   257,809.958   MT  1.00032238   -1 44 24.0
 HY2490
 HY2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2490!SPC KY1Z     -   0.99996227  x   0.99999988  =   0.99996215
 HY2490!SPC KY N     -   0.99996227  x   0.99996809  =   0.99993036
 HY2490!SPC OH S     -   0.99996227  x   1.00001388  =   0.99997614
 HY2490!UTM  17      -   0.99996227  x   1.00032238  =   1.00028463
 HY2490
 HY2490|---------------------------------------------------------------------|
 HY2490| PID    Reference Object                     Distance      Geod. Az  |
 HY2490|                                                           dddmmss.s |
 HY2490| DB9766 MORANBURG RM 2                       50.231 METERS 03524     |
 HY2490| HY2492 TYLER 2                             APPROX. 1.1 KM 0942705.2 |
 HY2490| DB9765 MORANBURG RM 1                       45.537 METERS 10851     |
 HY2490| HY2484 MAYSVILLE REYNOLDS TOBACCO TK       APPROX. 4.1 KM 1340918.6 |
 HY2490| HY2485 MAYSVILLE RADIO STA WFTM MAST       APPROX. 4.0 KM 1343801.9 |
 HY2490| HY2494 MAYSVILLE FIRST PRESB CH SPIRE      APPROX. 2.6 KM 1435156.8 |
 HY2490| DB9763 MORANBURG AZ MK                                    1993015.6 |
 HY2490| DB9764 MORANBURG AZ MK RESET                              30019     |
 HY2490|---------------------------------------------------------------------|
 HY2490
 HY2490                          SUPERSEDED SURVEY CONTROL
 HY2490
 HY2490  NAD 83(1993)-  38 39 58.23432(N)    083 47 01.10950(W) AD(       ) 2
 HY2490  NAD 83(1986)-  38 39 58.24071(N)    083 47 01.11660(W) AD(       ) 2
 HY2490  NAD 27      -  38 39 57.97600(N)    083 47 01.39700(W) AD(       ) 2
 HY2490
 HY2490.Superseded values are not recommended for survey control.
 HY2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2490.See file dsdata.txt to determine how the superseded data were derived.
 HY2490
 HY2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC5781083410(NAD 83)
 HY2490_MARKER: DS = TRIANGULATION STATION DISK
 HY2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2490
 HY2490  HISTORY     - Date     Condition        Report By
 HY2490  HISTORY     - 1953     MONUMENTED       CGS
 HY2490  HISTORY     - 1960     GOOD             CGS
 HY2490  HISTORY     - 1964     GOOD             CGS
 HY2490  HISTORY     - 1968     GOOD             CGS
 HY2490  HISTORY     - 19990605 GOOD             WOOLPT
 HY2490
 HY2490                          STATION DESCRIPTION
 HY2490
 HY2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2490'STATION IS LOCATED ON THE PROPERTY OF E.P. CHIVILLER ON A HIGH BLUFF
 HY2490'OVERLOOKING THE OHIO RIVER ABOUT 1-1/2 MILES NORTHWEST OF MAYSVILLE.
 HY2490'IT IS 166 FEET SOUTHWEST OF A WHITE WITNESS POST, 165 FEET
 HY2490'SOUTHWEST OF A 30 INCH MAPLE TREE AND 156 FEET WEST OF A 12 INCH
 HY2490'ELM TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MORANBURG 1953.
 HY2490'
 HY2490'REFERENCE MARK NO.1 IS AT THE TOP OF THE BLUFF, 3 FEET SOUTHEAST OF A
 HY2490'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 HY2490'IS STAMPED MORANBURG NO 1 1953.
 HY2490'
 HY2490'REFERENCE MARK NO.2 IS AT THE TOP OF THE BLUFF, 7 FEET WEST OF A 12
 HY2490'INCH ELM TREE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 HY2490'STAMPED MORANBURG NO 2 1953.
 HY2490'
 HY2490'AZIMUTH MARK IS 41 FEET EAST OF THE CENTER OF A PAVED ROAD, 12 FEET
 HY2490'EAST OF A WHITE WITNESS POST AND 10 FEET NORTH OF THE CENTER OF A
 HY2490'DRIVEWAY.  THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED
 HY2490'MORANBURG 1953.
 HY2490'
 HY2490'TO REACH THE STATION FROM THE POST OFFICE IN MAYSVILLE, GO WEST ON
 HY2490'STATE HIGHWAY 10 FOR 2.6 MILES TO A PAVED ROAD LEFT.  TURN LEFT AND
 HY2490'GO SOUTH ON PAVED ROAD FOR 0.35 MILE TO A GATE ON THE LEFT.  TURN
 HY2490'LEFT AND GO EAST THROUGH FIELD FOR 0.25 MILE TO THE EDGE OF THE
 HY2490'BLUFF AND THE STATION AS DESCRIBED.
 HY2490'
 HY2490'TO REACH THE AZIMUTH MARK FROM THE GATE, CONTINUE SOUTH ON PAVED ROAD
 HY2490'FOR 0.45 MILE TO A DRIVEWAY LEFT AND THE MARK ON THE LEFT AS
 HY2490'DESCRIBED.
 HY2490'
 HY2490'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HY2490
 HY2490                          STATION RECOVERY (1960)
 HY2490
 HY2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ELH)
 HY2490'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN
 HY2490'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 HY2490'RECOVERED.  A NEW DESCRIPTION FOLLOWS.
 HY2490'
 HY2490'THE STATION IS LOCATED ON HIGH PASTURE LAND THAT OVERLOOKS THE
 HY2490'OHIO RIVER TO THE EAST, AND ALSO THE CITY OF MAYSVILLE, OHIO.  IT
 HY2490'IS ON LAND OWNED BY MRS. ELIZABETH CHEVILIER OF CALIFORNIA, BUT
 HY2490'LEASED BY MR. E. K. NEWELL, A FARMER WHO LIVES ABOUT 1 MILE
 HY2490'NORTHWEST OF THE STATION.  THIS PASTURE AREA IS FENCED, AND GATE
 HY2490'TO THE AREA IS PAD LOCKED, AND ONLY WAY TO GAIN ADMISSION TO THIS
 HY2490'AREA IS BY OBTAINING KEY FROM MR. NEWELL.  MR. NEWELL HAS LEASED THIS
 HY2490'LAND FOR THE PAST SIX (6) YEARS.  THE STATION MARK IS FLUSH WITH
 HY2490'THE GROUND AND THE DISK IS STAMPED MORANBURG 1953.
 HY2490'
 HY2490'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, AND ON THE
 HY2490'NORTHERN EDGE OF THIS PASTURE LAND AND WOODED AREA AND SHARP
 HY2490'DECLINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HY2490'MORANBURG NO 1 1953.
 HY2490'
 HY2490'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, AND ALSO ON THE
 HY2490'NORTHERN EDGE PASTURE LAND.  THE MARK PROJECTS 2 INCHES, AND THE
 HY2490'DISK IS STAMPED MORANBURG NO 2 1953.
 HY2490'
 HY2490'TO REACH THE STATION FROM THE MASON COUNTY COURTHOUSE IN MAYSVILLE,
 HY2490'GO WEST ON STATE HIGHWAY 10 FOR 2.7 MILES TO A SIDE ROAD LEFT, WHICH
 HY2490'IS JUST BEFORE REACHING THE SUMMIT OF HILL.  TURN LEFT AND GO 0.4
 HY2490'MILE TO A LOCKED GATE ON THE LEFT, PASS THROUGH GATE AND GO NORTH FOR
 HY2490'0.2 MILE TO WOODED AREA AND STATION AS DESCRIBED.
 HY2490
 HY2490                          STATION RECOVERY (1964)
 HY2490
 HY2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 HY2490'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS DESCRIBED
 HY2490'EXCEPT OBSTRUCTED AND DOOMED AZ. MK. WAS RESET.  TREE GROWTH AND
 HY2490'CUTTING VARIES THE OBJECTS VISIBLE FROM GROUND.
 HY2490'
 HY2490'ABOUT 2.5 MILES WLY ALONG SECOND STREET AND NO. 10 KENTUCKY HWY. FROM
 HY2490'UNDER THE OHIO RIVER BRIDGE IN MAYSVILLE TO JOHN PICKETT ROADSIDE
 HY2490'PARK AND TURN LEFT, THENCE 0.2 MILE S ON JERSEY RIDGE ROAD TO AZ.
 HY2490'MK. ON LEFT, THENCE 0.2 MILE S TO GATE ON LEFT, THENCE 0.2 MI. ELY
 HY2490'ACROSS PASTURE TO THE HIGHEST POINT AND THE STATION, STANDARD
 HY2490'DISKS ARE STAMPED MORANBURG 1953 WITH THE UPPER MARK FLUSH WITH
 HY2490'THE GROUND SURFACE.
 HY2490'
 HY2490'R.M. STAMPED MORANBURG NO 1 1953, PROJECTS 0.3 FOOT, IS 149.4 FEET
 HY2490'(HOR.) (45.54 METERS) ESE IN AZIMUTH 288 DEG 52 MIN (DIRECTIONS TO
 HY2490'R.M.S IN THE ORIGINAL DESCRIPTION ARE INTERCHANGED) FROM THE
 HY2490'STATION, ABOUT 4 YARDS LOWER THAN STATION, AT TOP OF STEEP SLOPE UP
 HY2490'FROM THE RIVER, AND 7-1/2 FEET SW OF A 15-INCH ELM TREE.
 HY2490'
 HY2490'R.M. STAMPED MORANBURG NO 2 1953, PROJECTS 0.5 FOOT, IS 164.8 FEET
 HY2490'(HOR.) (50.23 METERS) NE IN AZIMUTH 215 DEG 27 MIN FROM THE STATION,
 HY2490'AND ABOUT 7 YARDS NW OF THE MOST NLY POINT OF THE TOP OF THE HILL
 HY2490'AT SW EDGE OF WOODS.
 HY2490'
 HY2490'AZ. MK. STAMPED MORANBURG 1953 RESET 1964, FLUSH, IS ABOUT 0.3 MILE
 HY2490'WNW IN AZIMUTH 120 DEG 22 MIN 05 SEC FROM THE STATION, ABOUT 20
 HY2490'YARDS S OF THE CREST OF A RIDGE, 45 FEET S OF A TRANSFORMER POWER
 HY2490'POLE, 18 FEET E OF CENTER LINE OF 16-FOOT ASPHALT PAVEMENT OF
 HY2490'JERSEY RIDGE ROAD, 0.9 FOOT HIGHER THAN SAME, AND 1.8 FEET N OF
 HY2490'STEEL WITNESS POST.
 HY2490
 HY2490                          STATION RECOVERY (1968)
 HY2490
 HY2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HY2490'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND
 HY2490'IN GOOD CONDITION.  THE AZIMUTH MARK WAS TORN OUT BY A BUILDING
 HY2490'CONTRACTOR ACCORDING TO A NEAR-BY RESIDENT.  THE BOX SCORE IN THE
 HY2490'DESCRIPTION SHOULD BE CHANGED, REFERENCE MARK 2 IS NORTHEAST AND
 HY2490'REFERENCE MARK 1 IS EAST.  THE MARKS WERE NOT CUT IN AT THIS TIME
 HY2490'SINCE IT WOULD TAKE SOME CLEARING AND PERMISSION WAS NOT
 HY2490'GRANTED.  A 10 FOOT STAND WAS BUILT OVER THE STATION TO SEE A
 HY2490'TRIPOD AT TYLER AZIMUTH MARK 1953 AND TYLER 2 1968.
 HY2490'
 HY2490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 HY2490'NORTHWEST OF MAYSVILLE.
 HY2490
 HY2490                          STATION RECOVERY (1999)
 HY2490
 HY2490'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999
 HY2490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2380 ***********************************************************************
 HY2380  DESIGNATION -  MORDICA RESET
 HY2380  PID         -  HY2380
 HY2380  STATE/COUNTY-  KY/MORGAN
 HY2380  USGS QUAD   -  SANDY HOOK (1978)
 HY2380
 HY2380                         *CURRENT SURVEY CONTROL
 HY2380  ___________________________________________________________________
 HY2380* NAD 83(1993)-  38 00 09.44155(N)    083 14 20.11018(W)     ADJUSTED  
 HY2380* NAVD 88     -       422.     (meters)    1385.     (feet)  SCALED    
 HY2380  ___________________________________________________________________
 HY2380  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 HY2380  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HY2380
 HY2380  HORZ ORDER  -  SECOND
 HY2380
 HY2380.The horizontal coordinates were established by classical geodetic methods
 HY2380.and adjusted by the National Geodetic Survey in December 1995..
 HY2380
 HY2380.The orthometric height was scaled from a topographic map.
 HY2380
 HY2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2380
 HY2380.The geoid height was determined by GEOID03.
 HY2380
 HY2380;                    North         East     Units Scale Factor Converg.
 HY2380;SPC KY1Z     - 1,188,228.758 1,720,499.484   MT  0.99990736   +1 32 30.1
 HY2380;SPC KY1Z     - 3,898,380.52  5,644,672.06   sFT  0.99990736   +1 32 30.1
 HY2380;SPC KY N     -    56,276.770   588,800.277   MT  0.99999475   +0 37 44.3
 HY2380;SPC KY N     -   184,634.70  1,931,755.58   sFT  0.99999475   +0 37 44.3
 HY2380;UTM  17      - 4,208,471.435   303,423.632   MT  1.00007595   -1 22 44.2
 HY2380
 HY2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2380!SPC KY1Z     -   0.99993889  x   0.99990736  =   0.99984626
 HY2380!SPC KY N     -   0.99993889  x   0.99999475  =   0.99993364
 HY2380!UTM  17      -   0.99993889  x   1.00007595  =   1.00001484
 HY2380
 HY2380|---------------------------------------------------------------------|
 HY2380| PID    Reference Object                     Distance      Geod. Az  |
 HY2380|                                                           dddmmss.s |
 HY2380| DB9770 MORDICA RM 3                          4.972 METERS 03741     |
 HY2380| DB9768 MORDICA RM 1                         18.604 METERS 13119     |
 HY2380| GY3255 GEVEDON                             APPROX.22.6 KM 1974209.8 |
 HY2380| DB9769 MORDICA RM 2                         21.605 METERS 22605     |
 HY2380| DB9767 MORDICA AZ MK                                      3415737.9 |
 HY2380|---------------------------------------------------------------------|
 HY2380
 HY2380                          SUPERSEDED SURVEY CONTROL
 HY2380
 HY2380  NAD 83(1986)-  38 00 09.44756(N)    083 14 20.11563(W) AD(       ) 2
 HY2380  NAD 27      -  38 00 09.14000(N)    083 14 20.48000(W) AD(       ) 2
 HY2380
 HY2380.Superseded values are not recommended for survey control.
 HY2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2380.See file dsdata.txt to determine how the superseded data were derived.
 HY2380
 HY2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC0342408471(NAD 83)
 HY2380_MARKER: DS = TRIANGULATION STATION DISK
 HY2380_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HY2380_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HY2380_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 HY2380
 HY2380  HISTORY     - Date     Condition        Report By
 HY2380  HISTORY     - 1949     MONUMENTED       CGS
 HY2380  HISTORY     - 1977     MARK NOT FOUND   USE
 HY2380  HISTORY     - 1979     GOOD             NGS
 HY2380
 HY2380                          STATION DESCRIPTION
 HY2380
 HY2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2380'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF SANDY HOOK AND 6 MILES
 HY2380'NORTH OF WEST LIBERTY ON THE HIGHEST MOUNTAIN IN THE VICINITY AND ON
 HY2380'THE PROPERTY OF GASTON HOWARD.  IT IS 12 FEET NORTHWEST OF A 12
 HY2380'INCH OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTHEAST SIDE AND 8
 HY2380'FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6
 HY2380'INCHES AND THE DISK IS STAMPED MORDICA 1949.
 HY2380'
 HY2380'REFERENCE MARK NO.1 PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 HY2380'MORDICA NO 1 1949.
 HY2380'
 HY2380'REFERENCE MARK NO.2 PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 HY2380'MORDICA NO 2 1949.
 HY2380'
 HY2380'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE NORTHWEST OF STATION, 67 FEET
 HY2380'EAST OF CENTER OF FARM ROAD AND 20 FEET SOUTHEAST OF THE SOUTHEAST
 HY2380'CORNER OF FRAME HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 HY2380'DISK IS STAMPED MORDICA 1949.
 HY2380'
 HY2380'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 173 AND 7, WHICH
 HY2380'IS ABOUT 5 MILES NORTHEAST OF WRIGLEY, GO SOUTHWEST ON HIGHWAY 7 FOR
 HY2380'5.3 MILES TO A GRAVEL CROSSROAD IN WRIGLEY, TURN LEFT AND GO EAST
 HY2380'FOR 1.7 MILES TO A T ROAD RIGHT, TURN RIGHT CROSSING CREEK AND GO
 HY2380'SOUTH FOR 0.2 MILE TO GASTON HOWARDS HOUSE ON LEFT AND AZIMUTH
 HY2380'MARK AS DESCRIBED, CONTINUE SOUTH ON FARM ROAD FOR ABOUT 1.0 MILE
 HY2380'TO BASE OF MOUNTAIN AND END OF TRUCK TRAVEL.  PACK UP DIM TRAIL TO
 HY2380'TOP OF MOUNTAIN AND STATION AS DESCRIBED.  THIS IS ABOUT 1/2 MILE 1/2
 HY2380'HOUR PACK.
 HY2380'
 HY2380'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HY2380
 HY2380                          STATION RECOVERY (1977)
 HY2380
 HY2380'RECOVERY NOTE BY US ENGINEERS 1977
 HY2380'RM NO. 1 DESTROYED.
 HY2380'
 HY2380'MORDICA DISTURBED.
 HY2380'
 HY2380'SEE ATTACHED LETTER FROM ISLAND CREEK COAL.
 HY2380
 HY2380                          STATION RECOVERY (1979)
 HY2380
 HY2380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HY2380'THE UNDERGROUND STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 HY2380'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED DESTROYED BY
 HY2380'DRILL RIG.  THE SURFACE STATION MARK WAS FOUND DESTROYED AND A NEW
 HY2380'MARK WAS SET HOLDING THE UNDERGROUND POINT.  REFERENCE MARK 3 WAS
 HY2380'SET.  THE AZIMUTH MARK WAS NOT FOUND BUT MR. HOWARD SAID IT WAS STILL
 HY2380'OK BUT COVERED.  AN EXTENSIVE SEARCH WAS NOT MADE FOR THE AZIMUTH
 HY2380'MARK SINCE IT WOULD TAKE CONSIDERABLE CLEARING FOR IT TO SEE THE
 HY2380'STATION.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.  A NEW
 HY2380'DESCRIPTION FOLLOWS.
 HY2380'
 HY2380'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF WEST LIBERTY, ON THE
 HY2380'HIGHEST MOUNTAIN IN THE AREA, 12 FEET NORTHEAST OF THE CENTERLINE
 HY2380'OF A TRACK ROAD, 19 FEET SOUTHWEST OF A TWIN TRUNK 16 INCH OAK TREE,
 HY2380'37 FEET NORTHEAST OF THE EAST EDGE OF A SMALL POND, NEAR THE EAST END
 HY2380'OF AND ON THE HIGHEST OF SMALL RIDGE ON MOUNTAIN AND 1 FOOT SOUTHWEST
 HY2380'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 HY2380'IS STAMPED---MORDICA 1949 1979---.
 HY2380'
 HY2380'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 711,
 HY2380'AT WRIGLEY, GO EAST ON HIGHWAY 711 FOR 1.7 MILES TO A TRACK ROAD RIGHT
 HY2380'JUST AFTER PASSING A SMALL STORE OWNED BY MR. HOWARD.  TURN RIGHT ON
 HY2380'TRACK ROAD CROSSING A CREEK AND FOLLOW ROAD FOR 1.15 MILES TO THE BASE
 HY2380'OF MOUNTAIN.  FROM THIS POINT A 4 WHEEL DRIVE VEHICLE IS NEEDED.  KEEP
 HY2380'UP HILL ON NARROW, ROUGH, STEEP ROAD FOR 0.35 MILE TO THE TOP OF
 HY2380'MOUNTAIN AND THE STATION.
 HY2380'
 HY2380'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---MORDICA NO 1
 HY2380'1949---SET IN THE TOP OF A CONCRETE FILLED 4 INCH CAST IRON PIPE
 HY2380'PROJECTING 3 INCHES, 24 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK
 HY2380'ROAD, 7 FEET SOUTHWEST OF A 14 INCH OAK TREE AND 1 FOOT SOUTHWEST
 HY2380'OF A METAL WITNESS POST.
 HY2380'
 HY2380'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 HY2380'MAGNETS, STAMPED---MORDICA 1949 NO 3 1979---29 FEET NORTHEAST OF
 HY2380'THE CENTER LINE OF THE ROAD, 13 FEET NORTHWEST OF THE TWIN TRUNK OAK
 HY2380'TREE AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2394 ***********************************************************************
 HY2394  DESIGNATION -  MOREHEAD 2
 HY2394  PID         -  HY2394
 HY2394  STATE/COUNTY-  KY/ROWAN
 HY2394  USGS QUAD   -  MOREHEAD (1978)
 HY2394
 HY2394                         *CURRENT SURVEY CONTROL
 HY2394  ___________________________________________________________________
 HY2394* NAD 83(1993)-  38 10 33.28267(N)    083 24 27.27749(W)     ADJUSTED  
 HY2394* NAVD 88     -       422.     (meters)    1385.     (feet)  SCALED    
 HY2394  ___________________________________________________________________
 HY2394  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 HY2394  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY2394
 HY2394  HORZ ORDER  -  FIRST
 HY2394
 HY2394.The horizontal coordinates were established by classical geodetic methods
 HY2394.and adjusted by the National Geodetic Survey in December 1995..
 HY2394
 HY2394.The orthometric height was scaled from a topographic map.
 HY2394
 HY2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2394
 HY2394.The geoid height was determined by GEOID03.
 HY2394
 HY2394;                    North         East     Units Scale Factor Converg.
 HY2394;SPC KY1Z     - 1,207,070.672 1,705,210.072   MT  0.99991856   +1 26 17.4
 HY2394;SPC KY1Z     - 3,960,197.70  5,594,510.04   sFT  0.99991856   +1 26 17.4
 HY2394;SPC KY N     -    75,361.399   573,812.102   MT  0.99997494   +0 31 26.6
 HY2394;SPC KY N     -   247,248.19  1,882,581.87   sFT  0.99997494   +0 31 26.6
 HY2394;UTM  17      - 4,228,072.566   289,112.303   MT  1.00014776   -1 29 19.0
 HY2394
 HY2394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2394!SPC KY1Z     -   0.99993891  x   0.99991856  =   0.99985747
 HY2394!SPC KY N     -   0.99993891  x   0.99997494  =   0.99991385
 HY2394!UTM  17      -   0.99993891  x   1.00014776  =   1.00008666
 HY2394
 HY2394|---------------------------------------------------------------------|
 HY2394| PID    Reference Object                     Distance      Geod. Az  |
 HY2394|                                                           dddmmss.s |
 HY2394| DB9771 MOREHEAD 2 RM 3                      22.976 METERS 06853     |
 HY2394| DB9772 MOREHEAD 2 RM 4                      25.645 METERS 18951     |
 HY2394| HY2391 MOREHEAD LOOKOUT TOWER                8.535 METERS 22602     |
 HY2394| HY2386 TRIPLETT                            APPROX. 6.5 KM 2455356.8 |
 HY2394|---------------------------------------------------------------------|
 HY2394
 HY2394                          SUPERSEDED SURVEY CONTROL
 HY2394
 HY2394  NAD 83(1986)-  38 10 33.28899(N)    083 24 27.28327(W) AD(       ) 1
 HY2394  NAD 27      -  38 10 32.99400(N)    083 24 27.62300(W) AD(       ) 1
 HY2394
 HY2394.Superseded values are not recommended for survey control.
 HY2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2394.See file dsdata.txt to determine how the superseded data were derived.
 HY2394
 HY2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8911228073(NAD 83)
 HY2394_MARKER: DS = TRIANGULATION STATION DISK
 HY2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2394
 HY2394  HISTORY     - Date     Condition        Report By
 HY2394  HISTORY     - 1949     MONUMENTED       CGS
 HY2394
 HY2394                          STATION DESCRIPTION
 HY2394
 HY2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2394'STATION IS LOCATED ON A HIGH HILL 2 MILES EAST OF MOREHEAD NEAR THE
 HY2394'MOREHEAD LOOKOUT TOWER.  IT IS 30 FEET SOUTHEAST OF CENTER OF A
 HY2394'GRAVEL ROAD, 15 FEET NORTHEAST OF THE NORTHEAST LEG OF LOOKOUT TOWER
 HY2394'AND 7 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 HY2394'2 INCHES AND THE DISK IS STAMPED MOREHEAD 2 1949.
 HY2394'
 HY2394'REFERENCE MARK NO.3 IS 28 FEET SOUTHEAST OF CENTER OF A GRAVEL ROAD
 HY2394'AND 15 FEET NORTHWEST OF CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH
 HY2394'WITH THE GROUND AND THE DISK IS STAMPED MOREHEAD 2 NO 3 1949.
 HY2394'
 HY2394'REFERENCE MARK NO.4 IS 56 FEET SOUTHEAST OF SOUTHEAST LEG OF LOOKOUT
 HY2394'TOWER AND 12 FEET SOUTHEAST OF CENTER OF GRAVEL ROAD.  THE MARK
 HY2394'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MOREHEAD 2 NO 4 1949.
 HY2394'
 HY2394'133 (USFS) IS 8 FEET NORTHWEST OF SOUTHWEST LEG OF LOOKOUT TOWER.
 HY2394'THE MARK IS A CONCRETE POST 4 INCHES IN DIAMETER WHICH IS FLUSH WITH
 HY2394'THE GROUND AND THE DISK IS A STANDARD U.S. FOREST SERVICE DISK
 HY2394'STAMPED 133 33.
 HY2394'
 HY2394'STATION TRIPLETT WAS USED AS AN AZIMUTH MARK.  IT IS 47 FEET
 HY2394'NORTHWEST OF CENTER OF U.S. HIGHWAY 60, 22 FEET NORTHWEST OF A
 HY2394'TELEPHONE POLE AND 4 FEET NORHTWEST OF A WHITE WITNESS POST.  THE
 HY2394'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED TRIPLETT 1949.
 HY2394'
 HY2394'TO REACH THE STATION FROM THE POST OFFICE IN MOREHEAD, GO SOUTHWEST
 HY2394'ON U.S. HIGHWAY 60 FOR 0.9 MILE TO A T ROAD LEFT, TURN LEFT AND GO
 HY2394'SOUTH AND SOUTHWEST ON MAIN TRAVELED ROAD 0.8 MILE TO A T ROAD LEFT,
 HY2394'TURN LEFT AND GO 1.0 MILE TO A FORK, TAKE LEFT FORK AND FOLLOW
 HY2394'WINDING ROAD FOR 1.9 MILE TO TOP OF HILL AND LOOKOUT TOWER AND
 HY2394'STATION AS DESCRIBED.
 HY2394'
 HY2394'TO REACH STATION TRIPLETT (AZIMUTH MARK) FROM THE POST OFFICE IN
 HY2394'MOREHEAD, GO SOUTHWEST ON U.S. HIGHWAY 60 FOR 3.35 MILES TO STATION
 HY2394'ON RIGHT AS DESCRIBED.
 HY2394'
 HY2394'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2391 ***********************************************************************
 HY2391  DESIGNATION -  MOREHEAD LOOKOUT TOWER
 HY2391  PID         -  HY2391
 HY2391  STATE/COUNTY-  KY/ROWAN
 HY2391  USGS QUAD   -  MOREHEAD (1978)
 HY2391
 HY2391                         *CURRENT SURVEY CONTROL
 HY2391  ___________________________________________________________________
 HY2391* NAD 83(1993)-  38 10 33.09052(N)    083 24 27.52990(W)     ADJUSTED  
 HY2391* NAVD 88     -                                                        
 HY2391  ___________________________________________________________________
 HY2391  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 HY2391  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY2391
 HY2391  HORZ ORDER  -  THIRD
 HY2391
 HY2391.The horizontal coordinates were established by classical geodetic methods
 HY2391.and adjusted by the National Geodetic Survey in December 1995..
 HY2391
 HY2391
 HY2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2391
 HY2391.The geoid height was determined by GEOID03.
 HY2391
 HY2391;                    North         East     Units Scale Factor Converg.
 HY2391;SPC KY1Z     - 1,207,064.595 1,705,204.079   MT  0.99991856   +1 26 17.2
 HY2391;SPC KY1Z     - 3,960,177.76  5,594,490.38   sFT  0.99991856   +1 26 17.2
 HY2391;SPC KY N     -    75,355.419   573,806.013   MT  0.99997494   +0 31 26.4
 HY2391;SPC KY N     -   247,228.57  1,882,561.89   sFT  0.99997494   +0 31 26.4
 HY2391;UTM  17      - 4,228,066.802   289,106.006   MT  1.00014779   -1 29 19.2
 HY2391
 HY2391                          SUPERSEDED SURVEY CONTROL
 HY2391
 HY2391  NAD 83(1986)-  38 10 33.09702(N)    083 24 27.53589(W) AD(       ) 4
 HY2391  NAD 27      -  38 10 32.80300(N)    083 24 27.87500(W) AD(       ) 3
 HY2391
 HY2391.Superseded values are not recommended for survey control.
 HY2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2391.See file dsdata.txt to determine how the superseded data were derived.
 HY2391
 HY2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8910628067(NAD 83)
 HY2391_MARKER: 57 = LOOKOUT TOWER
 HY2391
 HY2391  HISTORY     - Date     Condition        Report By
 HY2391  HISTORY     - 1949     FIRST OBSERVED   CGS
 HY2391
 HY2391                          STATION DESCRIPTION
 HY2391
 HY2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2391'STATION IS LOCATED ON A HIGH HILL 2 MILES EAST OF MOREHEAD.  IT IS
 HY2391'ABOUT 50 FEET HIGH, OF 4 LEGGED STEEL CONSTRUCTION WITH A WOOD AND
 HY2391'GLASS ENCLOSED OBSERVATION PLATFORM ON TOP AND IS PAINTED GRAY.
 HY2391'
 HY2391'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MOREHEAD 2
 HY2391'TO THE CENTER OF THE BASE OF THE LOOKOUT TOWER.  THE DISTANCE WAS
 HY2391'8.534 METERS (28.00 FEET).
 HY2391'
 HY2391'TO REACH THE STATION FROM THE POST OFFICE IN MOREHEAD, GO SOUTHWEST
 HY2391'ON U.S. HIGHWAY 60 FOR 0.9 MILE TO A T ROAD LEFT, TURN LEFT AND
 HY2391'FOLLOW MAIN TRAVELED ROAD FOR 0.8 MILE TO A T ROAD LEFT, TURN LEFT
 HY2391'AND GO 1.0 MILE TO A FORK AND FOLLOW WINDING ROAD FOR 1.9 MILES TO
 HY2391'TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2390 ***********************************************************************
 HY2390  DESIGNATION -  MOREHEAD RADIO STA WKPE MAST
 HY2390  PID         -  HY2390
 HY2390  STATE/COUNTY-  KY/ROWAN
 HY2390  USGS QUAD   -  MOREHEAD (1978)
 HY2390
 HY2390                         *CURRENT SURVEY CONTROL
 HY2390  ___________________________________________________________________
 HY2390* NAD 83(1993)-  38 11 21.02861(N)    083 26 12.21413(W)     ADJUSTED  
 HY2390* NAVD 88     -                                                        
 HY2390  ___________________________________________________________________
 HY2390  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 HY2390  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HY2390
 HY2390  HORZ ORDER  -  THIRD
 HY2390
 HY2390.The horizontal coordinates were established by classical geodetic methods
 HY2390.and adjusted by the National Geodetic Survey in December 1995..
 HY2390
 HY2390
 HY2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2390
 HY2390.The geoid height was determined by GEOID03.
 HY2390
 HY2390;                    North         East     Units Scale Factor Converg.
 HY2390;SPC KY1Z     - 1,208,478.567 1,702,620.482   MT  0.99991980   +1 25 12.9
 HY2390;SPC KY1Z     - 3,964,816.77  5,586,014.03   sFT  0.99991980   +1 25 12.9
 HY2390;SPC KY N     -    76,810.514   571,245.164   MT  0.99997379   +0 30 21.3
 HY2390;SPC KY N     -   252,002.49  1,874,160.18   sFT  0.99997379   +0 30 21.3
 HY2390;UTM  17      - 4,229,611.223   286,597.394   MT  1.00016090   -1 30 25.6
 HY2390
 HY2390                          SUPERSEDED SURVEY CONTROL
 HY2390
 HY2390  NAD 83(1986)-  38 11 21.03495(N)    083 26 12.22059(W) AD(       ) 4
 HY2390  NAD 27      -  38 11 20.74100(N)    083 26 12.55500(W) AD(       ) 3
 HY2390
 HY2390.Superseded values are not recommended for survey control.
 HY2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2390.See file dsdata.txt to determine how the superseded data were derived.
 HY2390
 HY2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8659729611(NAD 83)
 HY2390_MARKER: 42 = RADIO/TV MAST
 HY2390
 HY2390  HISTORY     - Date     Condition        Report By
 HY2390  HISTORY     - 1949     FIRST OBSERVED   CGS
 HY2390
 HY2390                          STATION DESCRIPTION
 HY2390
 HY2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HY2390'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH OF MOREHEAD ON THE TOP OF
 HY2390'A HILL JUST NORTH OF THE MOREHEAD STATE TEACHERS COLLEGE.  IT IS 15
 HY2390'FEET SOUTHWEST OF A TELEPHONE POLE, 14 FEET SOUTHEAST OF THE
 HY2390'NORTHEAST CORNER AND 12 FEET EAST OF THE SOUTHEAST CORNER OF A
 HY2390'CONCRETE BLOCK BUILDING.  IT IS A 3 LEGGED STEEL STRUCTURE, ABOUT
 HY2390'2-1/2 FEET WIDE AT EACH BASE AND IS PAINTED RED AND WHITE.  THE MAST
 HY2390'IS 300 FEET HIGH WITH A 50 FOOT ANTENNA ATOP.  A TRAVERSE CONNECTION
 HY2390'WAS MADE FROM TRIANGULATION STATION WKPE AND THE DISTANCE FOUND TO
 HY2390'BE 1.340 METERS (4.40 FEET).  THE POINT OBSERVED ON AND TRAVERSED
 HY2390'TO WAS THE CENTER OF THE BASE OF THE MAST.
 HY2390'
 HY2390'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE ROWAN COUNTY
 HY2390'COURT HOUSE IN MOREHEAD, GO NORTH ON PAVED ROAD FOR 0.2 MILE
 HY2390'FOLLOWING ROAD AROUND WEST SIDE OF SWIMMING POOL BUILDING TO A T
 HY2390'ROAD, TURN RIGHT AND GO NORTHEAST ON PAVED ROAD FOR 0.15 MILE TO A
 HY2390'FIRE HYDRANT ON THE LEFT, FROM HERE FOLLOW TRAIL TO LEFT UP THE
 HY2390'HILL, PASSING BETWEEN CONCRETE RESERVOIRS, FOR ABOUT 0.2 MILE TO
 HY2390'THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH7117 ***********************************************************************
 DH7117  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7117  DESIGNATION -  MOREHEAD STATE U CORS ARP
 DH7117  CORS_ID     -  KYMH
 DH7117  PID         -  DH7117
 DH7117  STATE/COUNTY-  KY/ROWAN
 DH7117  USGS QUAD   -  MOREHEAD (1978)
 DH7117
 DH7117                         *CURRENT SURVEY CONTROL
 DH7117  ___________________________________________________________________
 DH7117* NAD 83(CORS)-  38 11 02.87622(N)    083 26 11.48836(W)     ADJUSTED  
 DH7117* NAVD 88     -                                                        
 DH7117  ___________________________________________________________________
 DH7117  EPOCH DATE  -        2002.00
 DH7117  X           -     573,804.954 (meters)                     COMP
 DH7117  Y           -  -4,987,093.602 (meters)                     COMP
 DH7117  Z           -   3,921,667.104 (meters)                     COMP
 DH7117  ELLIP HEIGHT-         222.81  (meters)          (11/??/05) GPS OBS
 DH7117  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DH7117
 DH7117  HORZ ORDER  -  SPECIAL (CORS)
 DH7117  ELLP ORDER  -  SPECIAL (CORS)
 DH7117
 DH7117.ITRF positions are available for this station.
 DH7117.The coordinates were established by GPS observations
 DH7117.and adjusted by the National Geodetic Survey in November 2005..
 DH7117.The coordinates are valid at the epoch date displayed above.
 DH7117.The epoch date for horizontal control is a decimal equivalence
 DH7117.of Year/Month/Day.
 DH7117
 DH7117
 DH7117.The PID for the CORS L1 Phase Center is DH7118.
 DH7117
 DH7117.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7117
 DH7117.The ellipsoidal height was determined by GPS observations
 DH7117.and is referenced to NAD 83.
 DH7117
 DH7117.The geoid height was determined by GEOID03.
 DH7117
 DH7117;                    North         East     Units Scale Factor Converg.
 DH7117;SPC KY1Z     - 1,207,919.523 1,702,652.010   MT  0.99991932   +1 25 13.4
 DH7117;SPC KY1Z     - 3,962,982.64  5,586,117.47   sFT  0.99991932   +1 25 13.4
 DH7117;SPC KY N     -    76,251.007   571,267.768   MT  0.99997422   +0 30 21.7
 DH7117;SPC KY N     -   250,166.85  1,874,234.34   sFT  0.99997422   +0 30 21.7
 DH7117
 DH7117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7117!SPC KY1Z     -   0.99996504  x   0.99991932  =   0.99988436
 DH7117!SPC KY N     -   0.99996504  x   0.99997422  =   0.99993926
 DH7117
 DH7117                          SUPERSEDED SURVEY CONTROL
 DH7117
 DH7117.No superseded survey control is available for this station.
 DH7117
 DH7117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8660029051(NAD 83)
 DH7117_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7117
 DH7117                          STATION DESCRIPTION
 DH7117
 DH7117'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7117'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7117'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7117'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7117'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7117'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH7118 ***********************************************************************
 DH7118  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7118  DESIGNATION -  MOREHEAD STATE U CORS L1 PHASE CENTER
 DH7118  CORS_ID     -  KYMH
 DH7118  PID         -  DH7118
 DH7118  STATE/COUNTY-  KY/ROWAN
 DH7118  USGS QUAD   -  MOREHEAD (1978)
 DH7118
 DH7118                         *CURRENT SURVEY CONTROL
 DH7118  ___________________________________________________________________
 DH7118* NAD 83(CORS)-  38 11 02.87623(N)    083 26 11.48834(W)     ADJUSTED  
 DH7118* NAVD 88     -                                                        
 DH7118  ___________________________________________________________________
 DH7118  EPOCH DATE  -        2002.00
 DH7118  X           -     573,804.960 (meters)                     COMP
 DH7118  Y           -  -4,987,093.657 (meters)                     COMP
 DH7118  Z           -   3,921,667.148 (meters)                     COMP
 DH7118  ELLIP HEIGHT-         222.88  (meters)          (11/??/05) GPS OBS
 DH7118  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DH7118
 DH7118  HORZ ORDER  -  SPECIAL (CORS)
 DH7118  ELLP ORDER  -  SPECIAL (CORS)
 DH7118
 DH7118.ITRF positions are available for this station.
 DH7118.The coordinates were established by GPS observations
 DH7118.and adjusted by the National Geodetic Survey in November 2005..
 DH7118.The coordinates are valid at the epoch date displayed above.
 DH7118.The epoch date for horizontal control is a decimal equivalence
 DH7118.of Year/Month/Day.
 DH7118
 DH7118
 DH7118.The PID for the CORS ARP is DH7117.
 DH7118
 DH7118.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7118
 DH7118.The ellipsoidal height was determined by GPS observations
 DH7118.and is referenced to NAD 83.
 DH7118
 DH7118.The geoid height was determined by GEOID03.
 DH7118
 DH7118;                    North         East     Units Scale Factor Converg.
 DH7118;SPC KY1Z     - 1,207,919.523 1,702,652.010   MT  0.99991932   +1 25 13.4
 DH7118;SPC KY1Z     - 3,962,982.64  5,586,117.47   sFT  0.99991932   +1 25 13.4
 DH7118;SPC KY N     -    76,251.008   571,267.768   MT  0.99997422   +0 30 21.7
 DH7118;SPC KY N     -   250,166.85  1,874,234.34   sFT  0.99997422   +0 30 21.7
 DH7118
 DH7118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7118!SPC KY1Z     -   0.99996503  x   0.99991932  =   0.99988435
 DH7118!SPC KY N     -   0.99996503  x   0.99997422  =   0.99993925
 DH7118
 DH7118                          SUPERSEDED SURVEY CONTROL
 DH7118
 DH7118.No superseded survey control is available for this station.
 DH7118
 DH7118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8660029051(NAD 83)
 DH7118_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7118
 DH7118                          STATION DESCRIPTION
 DH7118
 DH7118'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7118'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7118'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7118'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7118'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7118'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3019 ***********************************************************************
 GZ3019  DESIGNATION -  MORELAND TX E TRANS RAD MAST
 GZ3019  PID         -  GZ3019
 GZ3019  STATE/COUNTY-  KY/LINCOLN
 GZ3019  USGS QUAD   -  JUNCTION CITY (1979)
 GZ3019
 GZ3019                         *CURRENT SURVEY CONTROL
 GZ3019  ___________________________________________________________________
 GZ3019* NAD 83(1993)-  37 31 01.50813(N)    084 51 15.99947(W)     ADJUSTED  
 GZ3019* NAVD 88     -                                                        
 GZ3019  ___________________________________________________________________
 GZ3019  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 GZ3019  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GZ3019
 GZ3019  HORZ ORDER  -  THIRD
 GZ3019
 GZ3019.The horizontal coordinates were established by classical geodetic methods
 GZ3019.and adjusted by the National Geodetic Survey in December 1995..
 GZ3019
 GZ3019
 GZ3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ3019
 GZ3019.The geoid height was determined by GEOID03.
 GZ3019
 GZ3019;                    North         East     Units Scale Factor Converg.
 GZ3019;SPC KY1Z     - 1,131,756.003 1,579,164.671   MT  0.99992449   +0 32 59.4
 GZ3019;SPC KY1Z     - 3,713,102.82  5,180,976.09   sFT  0.99992449   +0 32 59.4
 GZ3019;SPC KY S     -   631,742.080   579,166.758   MT  0.99995048   +0 32 35.2
 GZ3019;SPC KY S     - 2,072,640.47  1,900,149.61   sFT  0.99995048   +0 32 35.2
 GZ3019;UTM  16      - 4,154,399.531   689,614.163   MT  1.00004288   +1 18 25.3
 GZ3019
 GZ3019                          SUPERSEDED SURVEY CONTROL
 GZ3019
 GZ3019  NAD 83(1986)-  37 31 01.51703(N)    084 51 16.00708(W) AD(       ) 4
 GZ3019  NAD 27      -  37 31 01.24600(N)    084 51 16.17900(W) AD(       ) 3
 GZ3019
 GZ3019.Superseded values are not recommended for survey control.
 GZ3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3019.See file dsdata.txt to determine how the superseded data were derived.
 GZ3019
 GZ3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG8961454400(NAD 83)
 GZ3019_MARKER: 42 = RADIO/TV MAST
 GZ3019
 GZ3019  HISTORY     - Date     Condition        Report By
 GZ3019  HISTORY     - 1951     FIRST OBSERVED   CGS
 GZ3019
 GZ3019                          STATION DESCRIPTION
 GZ3019
 GZ3019'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ3019'STATION IS LOCATED ABOUT 10 MILES SOUTH OF DANVILLE AND 3 MILES WEST
 GZ3019'OF MORELAND ON THE HIGHEST POINT OF A PROMINENT RIDGE. IT IS AN
 GZ3019'ALL STEEL STRUCTURE ABOUT 300 FEET HIGH PAINTED IN ALTERNATE SECTIONS
 GZ3019'OF RED AND WHITE WITH A RED FLASHING LIGHT ON THE TOP AND TWO
 GZ3019'SETS OF RED LIGHT AT INTERVALS DOWN THE SIDE OF THE STRUCTURE. POINT
 GZ3019'OBSERVED UPON, FLASHING RED LIGHT ON TOP OF STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1715 ***********************************************************************
 HA1715  DESIGNATION -  MORGAN
 HA1715  PID         -  HA1715
 HA1715  STATE/COUNTY-  KY/UNION
 HA1715  USGS QUAD   -  MORGANFIELD (1969)
 HA1715
 HA1715                         *CURRENT SURVEY CONTROL
 HA1715  ___________________________________________________________________
 HA1715* NAD 83(1993)-  37 41 16.80274(N)    087 56 56.62749(W)     ADJUSTED  
 HA1715* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 HA1715  ___________________________________________________________________
 HA1715  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 HA1715  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 HA1715
 HA1715  HORZ ORDER  -  THIRD
 HA1715
 HA1715.The horizontal coordinates were established by classical geodetic methods
 HA1715.and adjusted by the National Geodetic Survey in December 1995..
 HA1715
 HA1715.The orthometric height was scaled from a topographic map.
 HA1715
 HA1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1715
 HA1715.The geoid height was determined by GEOID03.
 HA1715
 HA1715;                    North         East     Units Scale Factor Converg.
 HA1715;SPC KY1Z     - 1,152,629.283 1,306,070.775   MT  0.99991032   -1 21 00.5
 HA1715;SPC KY1Z     - 3,781,584.57  4,285,000.53   sFT  0.99991032   -1 21 00.5
 HA1715;SPC KY S     -   652,592.966   306,059.847   MT  0.99996442   -1 20 01.1
 HA1715;SPC KY S     - 2,141,048.76  1,004,131.35   sFT  0.99996442   -1 20 01.1
 HA1715;UTM  16      - 4,171,622.691   416,322.029   MT  0.99968624   -0 34 48.9
 HA1715
 HA1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1715!SPC KY1Z     -   0.99998370  x   0.99991032  =   0.99989402
 HA1715!SPC KY S     -   0.99998370  x   0.99996442  =   0.99994812
 HA1715!UTM  16      -   0.99998370  x   0.99968624  =   0.99966995
 HA1715
 HA1715|---------------------------------------------------------------------|
 HA1715| PID    Reference Object                     Distance      Geod. Az  |
 HA1715|                                                           dddmmss.s |
 HA1715| CG9029 MORGAN RM 1                          11.255 METERS 12715     |
 HA1715| HA1719 UNION LOOKOUT TOWER                 APPROX. 6.2 KM 1365812.0 |
 HA1715| CG9030 MORGAN RM 2                          17.635 METERS 21833     |
 HA1715| CG9028 MORGAN AZ MK                                       3060633.6 |
 HA1715|---------------------------------------------------------------------|
 HA1715
 HA1715                          SUPERSEDED SURVEY CONTROL
 HA1715
 HA1715  NAD 83(1986)-  37 41 16.80940(N)    087 56 56.62986(W) AD(       ) 3
 HA1715  NAD 27      -  37 41 16.64252(N)    087 56 56.52848(W) AD(       ) 3
 HA1715
 HA1715.Superseded values are not recommended for survey control.
 HA1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1715.See file dsdata.txt to determine how the superseded data were derived.
 HA1715
 HA1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1632271623(NAD 83)
 HA1715_MARKER: DS = TRIANGULATION STATION DISK
 HA1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1715_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1715
 HA1715  HISTORY     - Date     Condition        Report By
 HA1715  HISTORY     - 1962     MONUMENTED       CGS
 HA1715
 HA1715                          STATION DESCRIPTION
 HA1715
 HA1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1715'THE STATION IS ABOUT 2 MILES WEST-NORTHWEST OF MORGANFIELD, 6 MILES
 HA1715'SOUTH-SOUTHWEST OF UNIONTOWN AND ON THE ROAD RIGHT-OF-WAY. IT
 HA1715'IS 2 FEET SOUTHWEST OF A WIRE FENCE, 3 FEET SOUTH OF A WITNESS POST
 HA1715'AND 29 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD.
 HA1715'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MORGAN 1962.
 HA1715'
 HA1715'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND 641 AND STATE
 HA1715'HIGHWAY 56 IN MORGANFIELD, GO NORTHWEST AND WEST ON STATE
 HA1715'HIGHWAY 56 FOR 1.95 MILES TO A CROSSROAD. TURN RIGHT AND GO NORTHWEST
 HA1715'ON A GRAVELED ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 HA1715'
 HA1715'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON THE
 HA1715'GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT ON THE ROAD
 HA1715'RIGHT-OF-WAY.
 HA1715'
 HA1715'REFERENCE MARK 1 IS 1 FOOT SOUTHWEST OF A WIRE FENCE, 29 FEET
 HA1715'NORTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD AND 39 FEET
 HA1715'SOUTHEAST OF THE WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS
 HA1715'STAMPED MORGAN NO 1 1962.
 HA1715'
 HA1715'REFERENCE MARK 2 IS 1 FOOT NORTHEAST OF A WIRE FENCE, 30 FEET
 HA1715'SOUTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD AND 60 FEET
 HA1715'SOUTHWEST OF THE WITNESS POST. THE MONUMENT PROJECTS 1 INCH AND THE
 HA1715'DISK IS STAMPED MORGAN NO 2 1962.
 HA1715'
 HA1715'THE AZIMUTH MARK IS 2 FEET EAST OF A WITNESS POST, 2 FEET NORTHEAST
 HA1715'OF A WIRE FENCE AND 29 FEET SOUTHWEST OF THE CENTERLINE OF
 HA1715'THE GRAVELED ROAD. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 HA1715'STAMPED MORGAN 1962.
 HA1715'
 HA1715'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1716 ***********************************************************************
 HA1716  DESIGNATION -  MORGANFIELD MUNICIPAL SPIPE
 HA1716  PID         -  HA1716
 HA1716  STATE/COUNTY-  KY/UNION
 HA1716  USGS QUAD   -  MORGANFIELD (1969)
 HA1716
 HA1716                         *CURRENT SURVEY CONTROL
 HA1716  ___________________________________________________________________
 HA1716* NAD 83(1993)-  37 41 00.75877(N)    087 55 18.89041(W)     ADJUSTED  
 HA1716* NAVD 88     -                                                        
 HA1716  ___________________________________________________________________
 HA1716  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HA1716  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 HA1716
 HA1716  HORZ ORDER  -  THIRD
 HA1716
 HA1716.The horizontal coordinates were established by classical geodetic methods
 HA1716.and adjusted by the National Geodetic Survey in December 1995..
 HA1716
 HA1716
 HA1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1716
 HA1716.The geoid height was determined by GEOID03.
 HA1716
 HA1716;                    North         East     Units Scale Factor Converg.
 HA1716;SPC KY1Z     - 1,152,078.744 1,308,453.040   MT  0.99991058   -1 20 00.5
 HA1716;SPC KY1Z     - 3,779,778.35  4,292,816.35   sFT  0.99991058   -1 20 00.5
 HA1716;SPC KY S     -   652,043.079   308,442.398   MT  0.99996395   -1 19 01.9
 HA1716;SPC KY S     - 2,139,244.67  1,011,948.10   sFT  0.99996395   -1 19 01.9
 HA1716;UTM  16      - 4,171,104.329   418,710.936   MT  0.99968139   -0 33 48.9
 HA1716
 HA1716                          SUPERSEDED SURVEY CONTROL
 HA1716
 HA1716  NAD 83(1986)-  37 41 00.76524(N)    087 55 18.89284(W) AD(       ) 4
 HA1716  NAD 27      -  37 41 00.59852(N)    087 55 18.79695(W) AD(       ) 3
 HA1716
 HA1716.Superseded values are not recommended for survey control.
 HA1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1716.See file dsdata.txt to determine how the superseded data were derived.
 HA1716
 HA1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1871171104(NAD 83)
 HA1716_MARKER: 52 = STANDPIPE TANK
 HA1716
 HA1716  HISTORY     - Date     Condition        Report By
 HA1716  HISTORY     - 1962     FIRST OBSERVED   CGS
 HA1716
 HA1716                          STATION DESCRIPTION
 HA1716
 HA1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1716'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE LOCATED IN THE
 HA1716'SOUTHWEST PART OF MORGANFIELD. IT IS A STEEL STANDPIPE AND HAS
 HA1716'AN OCTAGON SHAPED CONCRETE BASE. THE STEEL STANDPIPE IS PAINTED
 HA1716'SILVER AND THE OVERALL HEIGHT IS APRROXIMATELY 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1717 ***********************************************************************
 HA1717  DESIGNATION -  MORGANFIELD RADIO KIE 362 TWR
 HA1717  PID         -  HA1717
 HA1717  STATE/COUNTY-  KY/UNION
 HA1717  USGS QUAD   -  MORGANFIELD (1969)
 HA1717
 HA1717                         *CURRENT SURVEY CONTROL
 HA1717  ___________________________________________________________________
 HA1717* NAD 83(1993)-  37 40 45.29979(N)    087 54 43.11059(W)     ADJUSTED  
 HA1717* NAVD 88     -                                                        
 HA1717  ___________________________________________________________________
 HA1717  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 HA1717  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 HA1717
 HA1717  HORZ ORDER  -  THIRD
 HA1717
 HA1717.The horizontal coordinates were established by classical geodetic methods
 HA1717.and adjusted by the National Geodetic Survey in December 1995..
 HA1717
 HA1717
 HA1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1717
 HA1717.The geoid height was determined by GEOID03.
 HA1717
 HA1717;                    North         East     Units Scale Factor Converg.
 HA1717;SPC KY1Z     - 1,151,581.951 1,309,318.377   MT  0.99991083   -1 19 38.5
 HA1717;SPC KY1Z     - 3,778,148.45  4,295,655.38   sFT  0.99991083   -1 19 38.5
 HA1717;SPC KY S     -   651,546.505   309,307.921   MT  0.99996349   -1 18 40.2
 HA1717;SPC KY S     - 2,137,615.49  1,014,787.74   sFT  0.99996349   -1 18 40.2
 HA1717;UTM  16      - 4,170,619.319   419,582.669   MT  0.99967965   -0 33 26.9
 HA1717
 HA1717                          SUPERSEDED SURVEY CONTROL
 HA1717
 HA1717  NAD 83(1986)-  37 40 45.30623(N)    087 54 43.11319(W) AD(       ) 4
 HA1717  NAD 27      -  37 40 45.14144(N)    087 54 43.02011(W) AD(       ) 3
 HA1717
 HA1717.Superseded values are not recommended for survey control.
 HA1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1717.See file dsdata.txt to determine how the superseded data were derived.
 HA1717
 HA1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1958370619(NAD 83)
 HA1717_MARKER: 43 = RADIO/TV TOWER
 HA1717
 HA1717  HISTORY     - Date     Condition        Report By
 HA1717  HISTORY     - 1962     FIRST OBSERVED   CGS
 HA1717
 HA1717                          STATION DESCRIPTION
 HA1717
 HA1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1717'THE STATION IS THE CENTER OF THE TOP OF THE TOWER LOCATED ON THE EAST
 HA1717'SIDE OF MORGANFIELD, ABOUT 1 BLOCK SOUTH OF STATE HIGHWAY 56 AND
 HA1717'OWNED AND OPERATED BY SOUTHERN BELL TELEPHONE AND TELEGRAPH COMPANY.
 HA1717'IT IS A THREE LEGGED STEEL STRUCTURE PAINTED ALTERNATELY IN SECTIONS
 HA1717'OF RED AND WHITE FOR ABOUT 100 FEET AND HAS A BLACK STEEL POLE ON TOP
 HA1717'THAT IS ABOUT 40 FEET. THE OVERALL HEIGHT IS ABOUT 140 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1718 ***********************************************************************
 HA1718  DESIGNATION -  MORGANFIELD ST ANNS CATH CH
 HA1718  PID         -  HA1718
 HA1718  STATE/COUNTY-  KY/UNION
 HA1718  USGS QUAD   -  MORGANFIELD (1969)
 HA1718
 HA1718                         *CURRENT SURVEY CONTROL
 HA1718  ___________________________________________________________________
 HA1718* NAD 83(1993)-  37 40 57.30147(N)    087 55 16.80354(W)     ADJUSTED  
 HA1718* NAVD 88     -                                                        
 HA1718  ___________________________________________________________________
 HA1718  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 HA1718  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 HA1718
 HA1718  HORZ ORDER  -  THIRD
 HA1718
 HA1718.The horizontal coordinates were established by classical geodetic methods
 HA1718.and adjusted by the National Geodetic Survey in December 1995..
 HA1718
 HA1718
 HA1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1718
 HA1718.The geoid height was determined by GEOID03.
 HA1718
 HA1718;                    North         East     Units Scale Factor Converg.
 HA1718;SPC KY1Z     - 1,151,971.002 1,308,501.676   MT  0.99991064   -1 19 59.2
 HA1718;SPC KY1Z     - 3,779,424.86  4,292,975.92   sFT  0.99991064   -1 19 59.2
 HA1718;SPC KY S     -   651,935.345   308,491.066   MT  0.99996384   -1 19 00.6
 HA1718;SPC KY S     - 2,138,891.21  1,012,107.77   sFT  0.99996384   -1 19 00.6
 HA1718;UTM  16      - 4,170,997.275   418,761.003   MT  0.99968129   -0 33 47.6
 HA1718
 HA1718                          SUPERSEDED SURVEY CONTROL
 HA1718
 HA1718  NAD 83(1986)-  37 40 57.30794(N)    087 55 16.80596(W) AD(       ) 4
 HA1718  NAD 27      -  37 40 57.14118(N)    087 55 16.71017(W) AD(       ) 3
 HA1718
 HA1718.Superseded values are not recommended for survey control.
 HA1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1718.See file dsdata.txt to determine how the superseded data were derived.
 HA1718
 HA1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1876170997(NAD 83)
 HA1718_MARKER: 90 = CHURCH SPIRE
 HA1718
 HA1718  HISTORY     - Date     Condition        Report By
 HA1718  HISTORY     - 1962     FIRST OBSERVED   CGS
 HA1718
 HA1718                          STATION DESCRIPTION
 HA1718
 HA1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1718'THE STATION IS THE CENTER OF THE TOP OF THE SILVER SPIRE LOCATED IN
 HA1718'THE SOUTHWEST PART OF MORGANFIELD, SOUTH OF WEST SPALDING STREET
 HA1718'AND WEST OF CHURCH STREET. THE SPIRE IS ATOP A GREY COLORED CHURCH
 HA1718'AND IS ON THE EAST END OF THE CHURCH. THE OVERALL HEIGHT IS
 HA1718'APPROXIMATELY 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1436 ***********************************************************************
 HA1436  DESIGNATION -  MORGANTOWN
 HA1436  PID         -  HA1436
 HA1436  STATE/COUNTY-  KY/BUTLER
 HA1436  USGS QUAD   -  MORGANTOWN (1973)
 HA1436
 HA1436                         *CURRENT SURVEY CONTROL
 HA1436  ___________________________________________________________________
 HA1436* NAD 83(1993)-  37 09 52.37086(N)    086 43 02.32640(W)     ADJUSTED  
 HA1436* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 HA1436  ___________________________________________________________________
 HA1436  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 HA1436  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HA1436
 HA1436  HORZ ORDER  -  SECOND
 HA1436
 HA1436.The horizontal coordinates were established by classical geodetic methods
 HA1436.and adjusted by the National Geodetic Survey in December 1995..
 HA1436
 HA1436.The orthometric height was scaled from a topographic map.
 HA1436
 HA1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1436
 HA1436.The geoid height was determined by GEOID03.
 HA1436
 HA1436;                    North         East     Units Scale Factor Converg.
 HA1436;SPC KY1Z     - 1,092,697.268 1,414,086.880   MT  0.99998156   -0 35 38.0
 HA1436;SPC KY1Z     - 3,584,957.62  4,639,383.37   sFT  0.99998156   -0 35 38.0
 HA1436;SPC KY S     -   592,682.637   414,089.575   MT  0.99994976   -0 35 11.9
 HA1436;SPC KY S     - 1,944,492.95  1,358,558.88   sFT  0.99994976   -0 35 11.9
 HA1436;UTM  16      - 4,113,163.812   525,098.111   MT  0.99960776   +0 10 14.8
 HA1436
 HA1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1436!SPC KY1Z     -   0.99996997  x   0.99998156  =   0.99995153
 HA1436!SPC KY S     -   0.99996997  x   0.99994976  =   0.99991973
 HA1436!UTM  16      -   0.99996997  x   0.99960776  =   0.99957774
 HA1436
 HA1436:                Primary Azimuth Mark                     Grid Az
 HA1436:SPC KY1Z     -  MORGANTOWN AZ MK                         180 51 45.1
 HA1436:SPC KY S     -  MORGANTOWN AZ MK                         180 51 19.0
 HA1436:UTM  16      -  MORGANTOWN AZ MK                         180 05 52.3
 HA1436
 HA1436|---------------------------------------------------------------------|
 HA1436| PID    Reference Object                     Distance      Geod. Az  |
 HA1436|                                                           dddmmss.s |
 HA1436| CG9031 MORGANTOWN AZ MK                                   1801607.1 |
 HA1436| CG9032 MORGANTOWN RM 1                      25.199 METERS 18156     |
 HA1436| CG9033 MORGANTOWN RM 2                      24.842 METERS 27930     |
 HA1436|---------------------------------------------------------------------|
 HA1436
 HA1436                          SUPERSEDED SURVEY CONTROL
 HA1436
 HA1436  NAD 83(1986)-  37 09 52.38078(N)    086 43 02.33237(W) AD(       ) 2
 HA1436  NAD 27      -  37 09 52.21800(N)    086 43 02.35900(W) AD(       ) 2
 HA1436
 HA1436.Superseded values are not recommended for survey control.
 HA1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1436.See file dsdata.txt to determine how the superseded data were derived.
 HA1436
 HA1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2509813164(NAD 83)
 HA1436_MARKER: DS = TRIANGULATION STATION DISK
 HA1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1436
 HA1436  HISTORY     - Date     Condition        Report By
 HA1436  HISTORY     - 1952     MONUMENTED       CGS
 HA1436  HISTORY     - 1978     SEE DESCRIPTION  LOCENG
 HA1436
 HA1436                          STATION DESCRIPTION
 HA1436
 HA1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1436'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF MORGANTOWN.  IT IS 76
 HA1436'FEET SOUTHEAST OF A POWERLINE POLE, 39 FEET WEST OF THE CENTER OF
 HA1436'STATE HIGHWAY 105 AND 4.6 FEET WEST OF A WHITE WITNESS POST.  THE
 HA1436'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MORGANTOWN 1952.
 HA1436'
 HA1436'REFERENCE MARK NO. 1 IS 46 FEET WEST OF THE CENTER OF HIGHWAY.  THE
 HA1436'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MORGANTOWN NO 1
 HA1436'1952.
 HA1436'
 HA1436'REFERENCE MARK NO. 2 IS 40 FEET SOUTHWEST OF A POWERLINE POLE.  THE
 HA1436'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MORGANTOWN NO 2
 HA1436'1952.
 HA1436'
 HA1436'AZIMUTH MARK IS 81 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 HA1436'HOUSE, 37 FEET WEST OF THE CENTER OF STATE HIGHWAY 105 AND 1.6 FEET
 HA1436'EAST OF A WHITE WITNESS POST AND A POWERLINE POLE.  THE MARK PROJECTS
 HA1436'4 INCHES AND THE DISK IS STAMPED MORGANTOWN 1952.
 HA1436'
 HA1436'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 105 AND 71
 HA1436'WHICH IS ABOUT 3 MILES SOUTH OF MORGANTOWN, GO SOUTH ON STATE
 HA1436'HIGHWAY 105 FOR 2.3 MILES TO THE STATION ON THE RIGHT AS DESCRIBED,
 HA1436'CONTINUE ON HIGHWAY FOR 0.2 MILE TO A HOUSE ON THE RIGHT AND THE
 HA1436'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 HA1436'
 HA1436'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA1436
 HA1436                          STATION RECOVERY (1978)
 HA1436
 HA1436'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (CRF)
 HA1436'UNDERGROUND MARK RECOVERED GOOD.
 HA1436'
 HA1436'(AZIMUTH CONDITION FAIR).
 HA1436'
 HA1436'SURFACE AND REF NO. 1 AND REF NO. 2 DESTROYED AND GONE.  DUG FOR AND
 HA1436'FOUND UNDERGROUND 28 INCHES DEEP.  REFILLER HOLE, TAMPED DIRT, AND
 HA1436'PLACED 1/2 INCH DIA X 14 INCH LONG IRON PIN AT SURFACE.  NEW
 HA1436'REFERENCES - 1 INCH X 2 INCH STAKE 7.61 FEET EAST OF STATION
 HA1436'INTERSECTION OF T IN WORD METER ON WATER METER WELL 22.76 FEET
 HA1436'NORTHWEST OF STATION.  NEAR FACE OF PWP NO. TR9-71SP-AH54 IS
 HA1436'75.05 FEET NORTH WEST OF STATION.  NEAR FACE OF CEDAR FO. POST
 HA1436'102.70 FEET NORTH OF STATION.  39 FEET WEST OF CENTERLINE OF
 HA1436'STATE HIGHWAY NO. 79 IS GOOD.  (IRON PIN NOT TO BE TRUSTED AFTER
 HA1436'RAIN AND FROST).
 HA1436'
 HA1436'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST OF
 HA1436'MORGANTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2649 ***********************************************************************
 GB2649  DESIGNATION -  MORRIS HILL
 GB2649  PID         -  GB2649
 GB2649  STATE/COUNTY-  KY/WAYNE
 GB2649  USGS QUAD   -  MONTICELLO (1977)
 GB2649
 GB2649                         *CURRENT SURVEY CONTROL
 GB2649  ___________________________________________________________________
 GB2649* NAD 83(1993)-  36 48 25.46605(N)    084 50 39.82496(W)     ADJUSTED  
 GB2649* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 GB2649  ___________________________________________________________________
 GB2649  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 GB2649  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GB2649
 GB2649  HORZ ORDER  -  SECOND
 GB2649
 GB2649.The horizontal coordinates were established by classical geodetic methods
 GB2649.and adjusted by the National Geodetic Survey in December 1995..
 GB2649
 GB2649.The orthometric height was scaled from a topographic map.
 GB2649
 GB2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2649
 GB2649.The geoid height was determined by GEOID03.
 GB2649
 GB2649;                    North         East     Units Scale Factor Converg.
 GB2649;SPC KY1Z     - 1,052,971.615 1,580,817.541   MT  1.00007755   +0 33 21.6
 GB2649;SPC KY1Z     - 3,454,624.37  5,186,398.88   sFT  1.00007755   +0 33 21.6
 GB2649;SPC KY S     -   552,960.030   580,810.290   MT  0.99998743   +0 32 57.2
 GB2649;SPC KY S     - 1,814,169.70  1,905,541.76   sFT  0.99998743   +0 32 57.2
 GB2649;UTM  16      - 4,075,638.577   692,293.582   MT  1.00005556   +1 17 30.7
 GB2649
 GB2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2649!SPC KY1Z     -   0.99993021  x   1.00007755  =   1.00000776
 GB2649!SPC KY S     -   0.99993021  x   0.99998743  =   0.99991764
 GB2649!UTM  16      -   0.99993021  x   1.00005556  =   0.99998577
 GB2649
 GB2649|---------------------------------------------------------------------|
 GB2649| PID    Reference Object                     Distance      Geod. Az  |
 GB2649|                                                           dddmmss.s |
 GB2649| DB9776 MORRIS HILL RM 1                     24.924 METERS 13350     |
 GB2649| DB9777 MORRIS HILL RM 2                     19.020 METERS 22649     |
 GB2649| GB2648 MONTICELLO MUNICIPAL TANK           APPROX. 3.1 KM 3513941.4 |
 GB2649|---------------------------------------------------------------------|
 GB2649
 GB2649                          SUPERSEDED SURVEY CONTROL
 GB2649
 GB2649  NAD 83(1986)-  36 48 25.47614(N)    084 50 39.83145(W) AD(       ) 2
 GB2649  NAD 27      -  36 48 25.22300(N)    084 50 40.02900(W) AD(       ) 2
 GB2649
 GB2649.Superseded values are not recommended for survey control.
 GB2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2649.See file dsdata.txt to determine how the superseded data were derived.
 GB2649
 GB2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9229475639(NAD 83)
 GB2649_MARKER: DS = TRIANGULATION STATION DISK
 GB2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2649
 GB2649  HISTORY     - Date     Condition        Report By
 GB2649  HISTORY     - 1950     MONUMENTED       CGS
 GB2649
 GB2649                          STATION DESCRIPTION
 GB2649
 GB2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2649'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF MONTICELLO.  IT IS 16
 GB2649'FEET NORTHEAST OF THE INTERSECTION OF DIRT ROAD FORK, 13 FEET
 GB2649'EAST OF THE CENTER OF DIRT ROAD, 11 FEET SOUTHEAST OF A FENCE CORNER
 GB2649'AND 6 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 GB2649'PROJECTS 4 INCHES AND THE DISK IS STAMPED MORRISHILL 1950.
 GB2649'
 GB2649'REFERENCE MARK NO. 1 IS 42 FEET EAST OF THE CENTER OF DIRT ROAD AND
 GB2649'23 FEET SOUTH OF THE CENTER OF DIRT ROAD.  THE MARK PROJECTS 4
 GB2649'INCHES AND THE DISK IS STAMPED MORRISHILL NO 1 1950.
 GB2649'
 GB2649'REFERENCE MARK NO. 2 IS 46 FEET WEST OF THE CENTER OF DIRT ROAD.  THE
 GB2649'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MORRISHILL NO 2
 GB2649'1950.
 GB2649'
 GB2649'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN MONTICELLO, GO
 GB2649'SOUTHWEST ON STATE HIGHWAY NO. 90 FOR 0.2 MILE TO FRISBY
 GB2649'STREET, TURN LEFT ON FRISBY STREET AND GO UP HILL FOR 1.5 MILE TO A
 GB2649'SMALL CEMETERY ON THE LEFT, CONTINUE FOR 0.2 MILE TO A BARN ON
 GB2649'THE LEFT, CONTINUE FOR 0.05 MILE TO A DIM ROAD FORK AND THE STATION
 GB2649'ON THE LEFT AS DESCRIBED.
 GB2649'
 GB2649'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0812 ***********************************************************************
 HA0812  DESIGNATION -  MORTONS GAP
 HA0812  PID         -  HA0812
 HA0812  STATE/COUNTY-  KY/HOPKINS
 HA0812  USGS QUAD   -  NORTONVILLE (1963)
 HA0812
 HA0812                         *CURRENT SURVEY CONTROL
 HA0812  ___________________________________________________________________
 HA0812* NAD 83(1986)-  37 14 20.     (N)    087 28 24.     (W)     SCALED    
 HA0812* NAVD 88     -       135.258  (meters)     443.76   (feet)  ADJUSTED  
 HA0812  ___________________________________________________________________
 HA0812  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HA0812  DYNAMIC HT  -         135.158 (meters)     443.43  (feet)  COMP
 HA0812  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 HA0812
 HA0812  VERT ORDER  -  SECOND    CLASS 0
 HA0812
 HA0812.The horizontal coordinates were scaled from a topographic map and have
 HA0812.an estimated accuracy of +/- 6 seconds.
 HA0812
 HA0812.The orthometric height was determined by differential leveling
 HA0812.and adjusted by the National Geodetic Survey in June 1991..
 HA0812
 HA0812.The geoid height was determined by GEOID03.
 HA0812
 HA0812.The dynamic height is computed by dividing the NAVD 88
 HA0812.geopotential number by the normal gravity value computed on the
 HA0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0812.degrees latitude (g = 980.6199 gals.).
 HA0812
 HA0812.The modeled gravity was interpolated from observed gravity values.
 HA0812
 HA0812;                    North         East    Units  Estimated Accuracy
 HA0812;SPC KY1Z     - 1,101,910.    1,347,100.      MT  (+/- 180 meters Scaled)
 HA0812
 HA0812                          SUPERSEDED SURVEY CONTROL
 HA0812
 HA0812  NGVD 29 (??/??/92)  135.343  (m)          444.04   (f) ADJ UNCH    2 0
 HA0812
 HA0812.Superseded values are not recommended for survey control.
 HA0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0812.See file dsdata.txt to determine how the superseded data were derived.
 HA0812
 HA0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG580214(NAD 83)
 HA0812_MARKER: DB = BENCH MARK DISK
 HA0812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0812_SP_SET: BUILDING
 HA0812_STAMPING: MORTONS GAP 1935
 HA0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0812
 HA0812  HISTORY     - Date     Condition        Report By
 HA0812  HISTORY     - 1935     MONUMENTED       CGS
 HA0812
 HA0812                          STATION DESCRIPTION
 HA0812
 HA0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0812'AT MORTONS GAP.
 HA0812'AT MORTONS GAP, HOPKINS COUNTY, ON THE LOUISVILLE AND NASHVILLE
 HA0812'RAILROAD, 33.2 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF A
 HA0812'STREET, 22.4 FEET NORTH OF THE CENTERLINE OF THE STREET, 20.3
 HA0812'FEET NORTHWEST OF THE SOUTHEAST CURB CORNER, IN THE SOUTHEAST
 HA0812'FACE OF A BAPTIST CHURCH, AND 4.3 FEET WEST OF THE CENTER LINE
 HA0812'OF THE ENTRANCE STEPS.  A STANDARD DISK, STAMPED MORTONS GAP 1935
 HA0812'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2422 ***********************************************************************
 HY2422  DESIGNATION -  MOUNT CARMEL
 HY2422  PID         -  HY2422
 HY2422  STATE/COUNTY-  KY/FLEMING
 HY2422  USGS QUAD   -  FLEMINGSBURG (1979)
 HY2422
 HY2422                         *CURRENT SURVEY CONTROL
 HY2422  ___________________________________________________________________
 HY2422* NAD 83(1993)-  38 28 18.26449(N)    083 40 11.93161(W)     ADJUSTED  
 HY2422* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 HY2422  ___________________________________________________________________
 HY2422  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 HY2422  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HY2422
 HY2422  HORZ ORDER  -  THIRD
 HY2422
 HY2422.The horizontal coordinates were established by classical geodetic methods
 HY2422.and adjusted by the National Geodetic Survey in December 1995..
 HY2422
 HY2422.The orthometric height was scaled from a topographic map.
 HY2422
 HY2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2422
 HY2422.The geoid height was determined by GEOID03.
 HY2422
 HY2422;                    North         East     Units Scale Factor Converg.
 HY2422;SPC KY1Z     - 1,239,353.441 1,681,494.183   MT  0.99995884   +1 16 37.4
 HY2422;SPC KY1Z     - 4,066,112.08  5,516,702.17   sFT  0.99995884   +1 16 37.4
 HY2422;SPC KY N     -   108,019.817   550,614.171   MT  0.99996208   +0 21 38.9
 HY2422;SPC KY N     -   354,395.02  1,806,473.33   sFT  0.99996208   +0 21 38.9
 HY2422;UTM  17      - 4,261,535.458   267,073.162   MT  1.00026820   -1 39 42.5
 HY2422
 HY2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2422!SPC KY1Z     -   0.99996081  x   0.99995884  =   0.99991965
 HY2422!SPC KY N     -   0.99996081  x   0.99996208  =   0.99992289
 HY2422!UTM  17      -   0.99996081  x   1.00026820  =   1.00022900
 HY2422
 HY2422|---------------------------------------------------------------------|
 HY2422| PID    Reference Object                     Distance      Geod. Az  |
 HY2422|                                                           dddmmss.s |
 HY2422| DB9785 MOUNT CARMEL RM 1                     7.974 METERS 05551     |
 HY2422| DB9784 MOUNT CARMEL AZ MK                                 0621114.8 |
 HY2422| DB9786 MOUNT CARMEL RM 2                    17.163 METERS 14954     |
 HY2422|---------------------------------------------------------------------|
 HY2422
 HY2422                          SUPERSEDED SURVEY CONTROL
 HY2422
 HY2422  NAD 83(1986)-  38 28 18.27123(N)    083 40 11.93852(W) AD(       ) 3
 HY2422  NAD 27      -  38 28 17.99700(N)    083 40 12.23900(W) AD(       ) 3
 HY2422
 HY2422.Superseded values are not recommended for survey control.
 HY2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2422.See file dsdata.txt to determine how the superseded data were derived.
 HY2422
 HY2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6707361535(NAD 83)
 HY2422_MARKER: DS = TRIANGULATION STATION DISK
 HY2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2422
 HY2422  HISTORY     - Date     Condition        Report By
 HY2422  HISTORY     - 1953     MONUMENTED       CGS
 HY2422
 HY2422                          STATION DESCRIPTION
 HY2422
 HY2422'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2422'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF FLEMINGSBURG, ALONG THE
 HY2422'NORTHWEST SIDE OF STATE HIGHWAY 57 AND IS ON ROAD RIGHT-OF-WAY.  IT
 HY2422'IS 60 FEET NORTH OF THE INTERSECTION OF HIGHWAY 57 AND A GRAVEL ROAD
 HY2422'SOUTHEAST, 30 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 12 FEET
 HY2422'WEST OF A TELEPHONE POLE, 5 FEET SOUTH OF A WHITE WITNESS POST AND 2
 HY2422'FEET NORTHEAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 HY2422'STAMPED MOUNT CARMEL 1953.
 HY2422'
 HY2422'REFERENCE MARK NO.1 IS 26.16 FEET NORTHEAST OF THE STATION, 31 FEET
 HY2422'NORTHWEST OF THE CENTER OF THE HIGHWAY, 16 FEET NORTH OF THE
 HY2422'TELEPHONE POLE AND 2 FEET NORTHEAST OF THE FENCE LINE.  THE MARK
 HY2422'FLUSH AND THE DISK IS STAMPED MOUNT CARMEL NO 1 1953.
 HY2422'
 HY2422'REFERENCE MARK NO.2 IS 56.31 FEET SOUTHEAST OF THE STATION, 53 FEET
 HY2422'EAST OF THE INTERSECTION, 27 FEET NORTHEAST OF THE CENTER OF THE
 HY2422'HIGHWAY AND 1 FOOT NORTHWEST OF A FENCE LINE.  THE MARK IS FLUSH AND
 HY2422'THE DISK IS STAMPED MOUNT CARMEL NO 2 1953.
 HY2422'
 HY2422'AZIMUTH MARK IS 29 FEET EAST OF THE CENTER OF HIGHWAY 57, 2 FEET
 HY2422'SOUTH OF A WHITE POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK
 HY2422'PROJECTS 2 INCHES AND THE DISK IS STAMPED MOUNT CARMEL 1953.
 HY2422'
 HY2422'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE IN
 HY2422'FLEMINGSBURG, GO NORTHEAST ON STATE HIGHWAY 57 FOR 5.15 MILES TO A
 HY2422'SIDE ROAD SOUTHEAST AND THE STATION NORTH OF THIS INTERSECTION AS
 HY2422'DESCRIBED.
 HY2422'
 HY2422'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON HIGHWAY
 HY2422'57 FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 HY2422'
 HY2422'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2451 ***********************************************************************
 HY2451  DESIGNATION -  MOUNT STERLING MUNICIPAL TANK
 HY2451  PID         -  HY2451
 HY2451  STATE/COUNTY-  KY/MONTGOMERY
 HY2451  USGS QUAD   -  MOUNT STERLING (1979)
 HY2451
 HY2451                         *CURRENT SURVEY CONTROL
 HY2451  ___________________________________________________________________
 HY2451* NAD 83(1993)-  38 04 14.34001(N)    083 55 20.04716(W)     ADJUSTED  
 HY2451* NAVD 88     -                                                        
 HY2451  ___________________________________________________________________
 HY2451  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 HY2451  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY2451
 HY2451  HORZ ORDER  -  THIRD
 HY2451
 HY2451.The horizontal coordinates were established by classical geodetic methods
 HY2451.and adjusted by the National Geodetic Survey in December 1995..
 HY2451
 HY2451
 HY2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2451
 HY2451.The geoid height was determined by GEOID03.
 HY2451
 HY2451;                    North         East     Units Scale Factor Converg.
 HY2451;SPC KY1Z     - 1,194,382.567 1,660,358.353   MT  0.99991067   +1 07 19.8
 HY2451;SPC KY1Z     - 3,918,570.14  5,447,359.03   sFT  0.99991067   +1 07 19.8
 HY2451;SPC KY N     -    63,391.308   528,760.271   MT  0.99998589   +0 12 14.0
 HY2451;SPC KY N     -   207,976.32  1,734,774.32   sFT  0.99998589   +0 12 14.0
 HY2451;UTM  17      - 4,217,686.816   243,655.009   MT  1.00040940   -1 48 10.5
 HY2451;UTM  16      - 4,218,127.824   769,991.461   MT  1.00049789   +1 53 56.4
 HY2451
 HY2451                          SUPERSEDED SURVEY CONTROL
 HY2451
 HY2451  NAD 83(1986)-  38 04 14.34949(N)    083 55 20.05653(W) AD(       ) 4
 HY2451  NAD 27      -  38 04 14.06500(N)    083 55 20.33500(W) AD(       ) 3
 HY2451
 HY2451.Superseded values are not recommended for survey control.
 HY2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2451.See file dsdata.txt to determine how the superseded data were derived.
 HY2451
 HY2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4365517687(NAD 83)
 HY2451_MARKER: 53 = ELEVATED TANK
 HY2451
 HY2451  HISTORY     - Date     Condition        Report By
 HY2451  HISTORY     - 1963     FIRST OBSERVED   PAS
 HY2451
 HY2451                          STATION DESCRIPTION
 HY2451
 HY2451'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 HY2451'STATION IS LOCATED ON THE TOP OF A PROMINENT HILL ABOUT 1-1/2 MILES
 HY2451'NORTHEAST OF MOUNT STERLING AND IS NEAR THE JUNCTION OF STATE
 HY2451'HIGHWAY NO.647 AND FAIRVIEW AVENUE.  IT IS A 6 LEGGED STEEL
 HY2451'STRUCTURE ABOUT 120 FEET HIGH, WITH A TANK ON TOP PAINTED SILVER.
 HY2451'
 HY2451'POINT OBSERVED WAS CENTER OF BALL ON TOP OF TANK.
 HY2451'
 HY2451'TO REACH THE STATION FROM THE POST OFFICE IN MOUNT STERLING, GO
 HY2451'NORTHEAST ON U.S. HIGHWAY NO.60 FOR 0.85 MILE TO THE JUNCTION OF
 HY2451'STATE HIGHWAY NO.647, TURN RIGHT ACROSS RAILROAD TRACKS FOR
 HY2451'APPROXIMATELY 100 FEET, TURN LEFT AND CONTINUE NORTHEAST ON STATE
 HY2451'HIGHWAY NO.647 FOR 0.8 MILE TO STATION ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2823 ***********************************************************************
 GZ2823  DESIGNATION -  MOUNTAIN TOP RESET
 GZ2823  PID         -  GZ2823
 GZ2823  STATE/COUNTY-  KY/BULLITT
 GZ2823  USGS QUAD   -  PITTS POINT (1991)
 GZ2823
 GZ2823                         *CURRENT SURVEY CONTROL
 GZ2823  ___________________________________________________________________
 GZ2823* NAD 83(1993)-  37 55 23.42029(N)    085 47 00.62306(W)     ADJUSTED  
 GZ2823* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 GZ2823  ___________________________________________________________________
 GZ2823  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 GZ2823  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GZ2823
 GZ2823  HORZ ORDER  -  FIRST
 GZ2823
 GZ2823.The horizontal coordinates were established by classical geodetic methods
 GZ2823.and adjusted by the National Geodetic Survey in December 1995..
 GZ2823
 GZ2823.The orthometric height was scaled from a topographic map.
 GZ2823
 GZ2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2823
 GZ2823.The geoid height was determined by GEOID03.
 GZ2823
 GZ2823;                    North         East     Units Scale Factor Converg.
 GZ2823;SPC KY1Z     - 1,176,444.702 1,497,054.261   MT  0.99990527   -0 01 14.1
 GZ2823;SPC KY1Z     - 3,859,718.99  4,911,585.52   sFT  0.99990527   -0 01 14.1
 GZ2823;SPC KY N     -    48,093.129   365,173.265   MT  1.00000687   -0 57 14.2
 GZ2823;SPC KY N     -   157,785.54  1,198,072.62   sFT  1.00000687   -0 57 14.2
 GZ2823;SPC KY S     -   676,438.079   497,053.988   MT  0.99999816   -0 01 13.2
 GZ2823;SPC KY S     - 2,219,280.60  1,630,751.29   sFT  0.99999816   -0 01 13.2
 GZ2823;UTM  16      - 4,197,988.539   606,918.201   MT  0.99974079   +0 44 51.8
 GZ2823
 GZ2823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2823!SPC KY1Z     -   0.99995814  x   0.99990527  =   0.99986342
 GZ2823!SPC KY N     -   0.99995814  x   1.00000687  =   0.99996501
 GZ2823!SPC KY S     -   0.99995814  x   0.99999816  =   0.99995630
 GZ2823!UTM  16      -   0.99995814  x   0.99974079  =   0.99969894
 GZ2823
 GZ2823:                Primary Azimuth Mark                     Grid Az
 GZ2823:SPC KY1Z     -  MOUNTAIN TOP AZ MK                       050 40 34.5
 GZ2823:SPC KY N     -  MOUNTAIN TOP AZ MK                       051 36 34.6
 GZ2823:SPC KY S     -  MOUNTAIN TOP AZ MK                       050 40 33.6
 GZ2823:UTM  16      -  MOUNTAIN TOP AZ MK                       049 54 28.6
 GZ2823
 GZ2823|---------------------------------------------------------------------|
 GZ2823| PID    Reference Object                     Distance      Geod. Az  |
 GZ2823|                                                           dddmmss.s |
 GZ2823| CG9039 MOUNTAIN TOP AZ MK                                 0503920.4 |
 GZ2823| GZ2822 AIRWAY BEACON 78                     13.885 METERS 13922     |
 GZ2823| GZ2825 AIRWAY BEACON 77                    APPROX.12.9 KM 1933715.6 |
 GZ2823| GZ2809 PURCELL                             APPROX.20.3 KM 1944236.0 |
 GZ2823| CG9040 MOUNTAIN TOP RM 1                    19.775 METERS 19909     |
 GZ2823| GZ2834 FORT KNOX WATER TANK 1              APPROX.15.5 KM 2570053.1 |
 GZ2823| CG9041 MOUNTAIN TOP RM 2                    13.688 METERS 33532     |
 GZ2823|---------------------------------------------------------------------|
 GZ2823
 GZ2823                          SUPERSEDED SURVEY CONTROL
 GZ2823
 GZ2823  NAD 83(1986)-  37 55 23.42668(N)    085 47 00.63138(W) AD(       ) 1
 GZ2823  NAD 27      -  37 55 23.18900(N)    085 47 00.77400(W) AD(       ) 1
 GZ2823
 GZ2823.Superseded values are not recommended for survey control.
 GZ2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2823.See file dsdata.txt to determine how the superseded data were derived.
 GZ2823
 GZ2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG0691897989(NAD 83)
 GZ2823_MARKER: V = STONE MONUMENT
 GZ2823_SETTING: 0 = UNSPECIFIED SETTING
 GZ2823
 GZ2823  HISTORY     - Date     Condition        Report By
 GZ2823  HISTORY     - 1880     MONUMENTED       CGS
 GZ2823  HISTORY     - 1933     GOOD             CGS
 GZ2823  HISTORY     - 1951     GOOD             CGS
 GZ2823
 GZ2823                          STATION DESCRIPTION
 GZ2823
 GZ2823'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (CS)
 GZ2823'STATION IS LOCATED ON THE TOP OF THE MOST EASTERLY HIGH POINT OF A
 GZ2823'HILL KNOWN AS
 GZ2823'DAWSONS KNOB, WHICH IS ON THE SOUTH SIDE OF THE SALT RIVER BETWEEN
 GZ2823'BARDSTOWN JUNCTION ON THE EAST AND PITTS POINT ON THE WEST, THE
 GZ2823'LATTER PLACE BEING AT THE JUNCTION OF SALT RIVER AND ROLLING FORK.
 GZ2823'THE STATION IS ABOUT 9 METERS SOUTH OF THE ROAD ALONG THE TOP OF THE
 GZ2823'RIDGE ON LAND BELONGING TO W.H. HOLSKLAW. IT IS MARKED BY A GRANITE
 GZ2823'POST 2.8 FEET LONG DRESSED TO 4 INCHES SQUARE AT THE TOP AND MARKED
 GZ2823'WITH A CROSS AND THE LETTERS U.S.C.G.S. THE UNDERGROUND MARK IS A
 GZ2823'GLASS BOTTLE FILLED WITH ASHES 3.1 FEET BELOW THE GROUND. THREE
 GZ2823'REFERENCE MARKS, EACH CONSISTING OF A GRANITE POST 2 FEET LONG,
 GZ2823'DRESSED TO 4 INCHES SQUARE AT THE TOP AND MARKED WITH A DIAGONAL
 GZ2823'CROSS WITH AN ARROWHEAD AT THE END OF ONE DIAGONAL POINTING TOWARD
 GZ2823'THE STATION, ARE 1.83 METERS FROM THE STATION NORTH, EAST, SOUTH AND
 GZ2823'WEST (MAGNETIC), RESPECTIVELY.
 GZ2823
 GZ2823                          STATION RECOVERY (1933)
 GZ2823
 GZ2823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GZ2823'THIS STATION WAS RECOVERED IN GOOD CONDITION. IT IS
 GZ2823'ABOUT 6 MILES
 GZ2823'SOUTHWEST OF SHEPARDSVILLE AND 4 MILES WEST-SOUTHWEST OF BARDSTOWN
 GZ2823'JUNCTION, ON TOP OF THE MOST EASTERLY HIGH POINT OF A HILL KNOWN AS
 GZ2823'DAWSONS KNOB, WHICH IS ON THE SOUTH SIDE OF THE SALT RIVER BETWEEN
 GZ2823'BARDSTOWN JUNCTION ON THE EAST AND PITTS POINT ON THE WEST, THE
 GZ2823'LATTER PLACE BEING AT THE JUNCTION OF THE SALT RIVER AND ROLLING
 GZ2823'FORK. THE STATION IS ON LAND OWNED BY ASHBY, WHO LIVES ABOUT 1/4
 GZ2823'MILE TO THE SOUTHWEST, AND IS JUST OUTSIDE OF THE FENCED
 GZ2823'ENCLOSURE AROUND AIRWAY BEACON D-L NO. 78. IT IS 8 FEET WEST OF THE
 GZ2823'WEST FENCE OF THE ENCLOSURE AND 45.5 FEET NORTHWEST OF THE CENTER OF
 GZ2823'THE BEACON. THE STATION IS MARKED BY A 4-INCH SQUARE STONE POST WITH
 GZ2823'A STANDARD DISK SET IN A DRILL HOLE IN THE TOP. THE POST IS THE
 GZ2823'ORIGINAL STATION MARK.
 GZ2823'THREE REFERENCE MARKS, WHICH ARE 4-INCH SQUARE GRANITE
 GZ2823'POSTS WITH A DIAGONAL CROSS ON TOP AND AN ARROW POINTING TO THE
 GZ2823'STATION, ARE SET AS FOLLOWS- 1.83 METERS SOUTH, 1.84 METERS NORTH,
 GZ2823'AND 1.84 METERS EAST. STATION AND REFERENCE MARKS PROJECT 3
 GZ2823'INCHES.
 GZ2823'
 GZ2823'TO REACH THE STATION FROM THE COURTHOUSE IN SHEPARDSVILLE, GO SOUTH
 GZ2823'ON STATE HIGHWAY 61 FOR 0.4 MILE TO GRAVEL ROAD TO THE RIGHT ABOUT
 GZ2823'100 FEET WEST OF WHERE HIGHWAY PASSES THROUGH A RAILROAD UNDERPASS.
 GZ2823'TURN RIGHT AND PROCEED 5.0 MILES TO CROSSROADS AT A SMALL STORE.
 GZ2823'TURN RIGHT AND PROCEED 0.4 MILE OR 0.2 MILE BEYOND A SMALL CHURCH ON
 GZ2823'THE RIGHT TO A T-ROAD LEFT. TURN LEFT AND PROCEED UPHILL 2.1 MILES
 GZ2823'TO A GATE ON THE LEFT LEADING INTO THE ASHBY BARNYARD. ENTER BARNYARD
 GZ2823'AND PROCEED NORTHEAST ABOUT 0.1 MILE TO THE STATION.
 GZ2823'
 GZ2823'TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 GZ2823'
 GZ2823'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, 14.5 FEET
 GZ2823'WEST OF THE SOUTHWEST CORNER OF THE FENCED ENCLOSURE AROUND THE
 GZ2823'BEACON, AND 1 FOOT NORTH OF A FENCE. THE MARK PROJECTS 6 INCHES.
 GZ2823'REFERENCE MARK NO.2 IS NORTH-NORTHWEST
 GZ2823'OF THE STATION, ON FENCE LINE, 8 FEET WEST
 GZ2823'OF THE CENTER LINE OF A TRAIL, 35 FEET WEST OF THE NORTHWEST CORNER
 GZ2823'OF THE FENCED ENCLOSURE AROUND THE BEACON AND 12 FEET NORTH OF
 GZ2823'AN 18-INCH ELM TREE. THE MARK PROJECTS 5 INCHES.
 GZ2823'
 GZ2823'AZIMUTH MARK IS NORTH OF THE STATION, 1 FOOT SOUTH OF NORTH-SOUTH
 GZ2823'FENCE ACROSS THE RIDGE, AND 8 FEET EAST OF THE CENTER LINE OF TRAIL
 GZ2823'AND GATE IN FENCE. THE MARK PROJECTS 8 INCHES.
 GZ2823
 GZ2823                          STATION RECOVERY (1951)
 GZ2823
 GZ2823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2823'STATION WAS RECOVERED AS DESCRIBED IN THE 1933 DESCRIPTION AND ALL
 GZ2823'MARKS WERE FOUND IN GOOD CONDITION. THE DIRECTION TO THE AZIMUTH
 GZ2823'MARK FAILED TO CHECK. THE OLD DESCRIPTION IS ADEQUATE.
 GZ2823'
 GZ2823'HEIGHT OF LIGHT ABOVE THE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2159 ***********************************************************************
 GB2159  DESIGNATION -  MT CARMEL
 GB2159  PID         -  GB2159
 GB2159  STATE/COUNTY-  KY/MONROE
 GB2159  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB2159
 GB2159                         *CURRENT SURVEY CONTROL
 GB2159  ___________________________________________________________________
 GB2159* NAD 83(1993)-  36 43 20.08493(N)    085 37 35.00563(W)     ADJUSTED  
 GB2159* NAVD 88     -       344.358  (meters)    1129.78   (feet)  ADJUSTED  
 GB2159  ___________________________________________________________________
 GB2159  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 GB2159  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB2159  DYNAMIC HT  -         344.071 (meters)    1128.84  (feet)  COMP
 GB2159  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 GB2159
 GB2159  HORZ ORDER  -  SECOND
 GB2159  VERT ORDER  -  SECOND    CLASS 0
 GB2159
 GB2159.The horizontal coordinates were established by classical geodetic methods
 GB2159.and adjusted by the National Geodetic Survey in December 1995..
 GB2159
 GB2159.The orthometric height was determined by differential leveling
 GB2159.and adjusted by the National Geodetic Survey in June 1991..
 GB2159
 GB2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2159
 GB2159.The geoid height was determined by GEOID03.
 GB2159
 GB2159.The dynamic height is computed by dividing the NAVD 88
 GB2159.geopotential number by the normal gravity value computed on the
 GB2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2159.degrees latitude (g = 980.6199 gals.).
 GB2159
 GB2159.The modeled gravity was interpolated from observed gravity values.
 GB2159
 GB2159;                    North         East     Units Scale Factor Converg.
 GB2159;SPC KY1Z     - 1,043,172.284 1,511,043.750   MT  1.00010595   +0 04 33.2
 GB2159;SPC KY1Z     - 3,422,474.40  4,957,482.70   sFT  1.00010595   +0 04 33.2
 GB2159;SPC KY S     -   543,166.347   511,042.603   MT  1.00000203   +0 04 29.9
 GB2159;SPC KY S     - 1,782,038.26  1,676,645.61   sFT  1.00000203   +0 04 29.9
 GB2159;SPC TN       -   265,123.457   633,378.386   MT  1.00006849   +0 13 07.4
 GB2159;SPC TN       -   869,825.88  2,078,008.92   sFT  1.00006849   +0 13 07.4
 GB2159;UTM  16      - 4,064,940.211   622,664.869   MT  0.99978537   +0 49 17.2
 GB2159
 GB2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2159!SPC KY1Z     -   0.99995075  x   1.00010595  =   1.00005670
 GB2159!SPC KY S     -   0.99995075  x   1.00000203  =   0.99995278
 GB2159!SPC TN       -   0.99995075  x   1.00006849  =   1.00001924
 GB2159!UTM  16      -   0.99995075  x   0.99978537  =   0.99973613
 GB2159
 GB2159|---------------------------------------------------------------------|
 GB2159| PID    Reference Object                     Distance      Geod. Az  |
 GB2159|                                                           dddmmss.s |
 GB2159| GB2160 MT CARMEL RM 1                       24.363 METERS 04613     |
 GB2159| GB2157 MT CARMEL AZ MK                                    1911105.1 |
 GB2159| GB2457 TOMPKINSVILLE MUNICIPAL TANK        APPROX. 6.0 KM 2504429.5 |
 GB2159| GB2158 MT CARMEL RM 2                       26.311 METERS 29506     |
 GB2159|---------------------------------------------------------------------|
 GB2159
 GB2159                          SUPERSEDED SURVEY CONTROL
 GB2159
 GB2159  NAD 83(1986)-  36 43 20.09560(N)    085 37 35.01170(W) AD(       ) 2
 GB2159  NAD 27      -  36 43 19.88600(N)    085 37 35.11200(W) AD(       ) 2
 GB2159  NGVD 29 (??/??/92)  344.485  (m)         1130.20   (f) ADJ UNCH    2 0
 GB2159
 GB2159.Superseded values are not recommended for survey control.
 GB2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2159.See file dsdata.txt to determine how the superseded data were derived.
 GB2159
 GB2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2266564940(NAD 83)
 GB2159_MARKER: DS = TRIANGULATION STATION DISK
 GB2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2159_STAMPING: MT CARMEL 1950
 GB2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2159+STABILITY: SURFACE MOTION
 GB2159
 GB2159  HISTORY     - Date     Condition        Report By
 GB2159  HISTORY     - 1950     MONUMENTED       CGS
 GB2159  HISTORY     - 1951     GOOD             NGS
 GB2159
 GB2159                          STATION DESCRIPTION
 GB2159
 GB2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2159'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF TOMPKINSVILLE.  IT IS
 GB2159'ON THE NORTH EDGE OF AN OPEN FIELD.  THE STATION MARK IS 6 FEET
 GB2159'WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 GB2159'STAMPED MT. CARMEL 1950.
 GB2159'
 GB2159'REFERENCE MARK NO. 1 IS 13 FEET SOUTHEAST OF AN 18 INCH POPLAR TREE.
 GB2159'THE MARK IS FLUSH AND THE DISK IS STAMPED MT.  CARMEL NO 1 1950.
 GB2159'
 GB2159'REFERENCE MARK NO. 2 IS 10 FEET SOUTHWEST OF AN 10 INCH POPLAR TREE.
 GB2159'THE MARK IS FLUSH AND THE DISK IS STAMPED MT.  CARMEL NO 2 1950.
 GB2159'
 GB2159'AZIMUTH MARK IS 26 FEET NORTH OF THE NORTHWEST CORNER OF AN OLD FRAME
 GB2159'BUILDING, 18 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD AND 2
 GB2159'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 GB2159'IS STAMPED MT. CARMEL 1950.
 GB2159'
 GB2159'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 63, NO.
 GB2159'163 AND NO. 100 IN TOMPKINSVILLE, GO NORTHEAST ON STATE HIGHWAY NO.
 GB2159'100 FOR 4.1 MILES TO A DIRT ROAD LEFT, TURN LEFT ON DIRT ROAD AND GO
 GB2159'NORTH FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH ON
 GB2159'DIRT ROAD FOR 0.3 MILE TO A CROSSROAD, CONTINUE NORTH ON DIM DIRT
 GB2159'ROAD FOR 0.2 MILE TO END OF FIELD AND WOODS ON THE RIGHT, TURN RIGHT
 GB2159'AND GO ACROSS FIELD FOR ABOUT 500 FEET TO THE STATION AS DESCRIBED.
 GB2159'
 GB2159'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2159
 GB2159                          STATION RECOVERY (1951)
 GB2159
 GB2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GB2159'4.4 MI E FROM TOMPKINSVILLE.
 GB2159'ABOUT 3.85 MILES NORTHEAST AND EAST ALONG STATE HIGHWAY 100 FROM
 GB2159'THE JUNCTION OF STATE HIGHWAY 163 AT TOMPKINSVILLE, THENCE ABOUT
 GB2159'0.35 MILE NORTH ALONG A DIRT ROAD, THENCE ABOUT 305 YARDS NORTH
 GB2159'ALONG A DIM WASHED OUT ROAD, THENCE 106 YARDS EAST ALONG NORTH
 GB2159'EDGE OF A FIELD, 11 FEET NORTH OF NORTH EDGE OF FIELD, 80 FEET
 GB2159'NORTHWEST OF RM NO. 1, 86 FEET EAST SOUTHEAST OF RM NO. 2, 8 1/2
 GB2159'FEET WEST-SOUTHWEST OF A 10-INCH TULIP TREE, 16 FEET SOUTHEAST
 GB2159'OF A 12-INCH TULIP TREE, 6 FEET EAST OF A WHITE WOODEN WITNESS
 GB2159'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2157 ***********************************************************************
 GB2157  DESIGNATION -  MT CARMEL AZ MK
 GB2157  PID         -  GB2157
 GB2157  STATE/COUNTY-  KY/MONROE
 GB2157  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB2157
 GB2157                         *CURRENT SURVEY CONTROL
 GB2157  ___________________________________________________________________
 GB2157* NAD 83(1986)-  36 43 01.     (N)    085 37 40.     (W)     SCALED    
 GB2157* NAVD 88     -       328.118  (meters)    1076.50   (feet)  ADJUSTED  
 GB2157  ___________________________________________________________________
 GB2157  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB2157  DYNAMIC HT  -         327.844 (meters)    1075.60  (feet)  COMP
 GB2157  MODELED GRAV-     979,787.2   (mgal)                       NAVD 88
 GB2157
 GB2157  VERT ORDER  -  SECOND    CLASS 0
 GB2157
 GB2157.The horizontal coordinates were scaled from a topographic map and have
 GB2157.an estimated accuracy of +/- 6 seconds.
 GB2157
 GB2157.The orthometric height was determined by differential leveling
 GB2157.and adjusted by the National Geodetic Survey in June 1991..
 GB2157
 GB2157.The geoid height was determined by GEOID03.
 GB2157
 GB2157.The dynamic height is computed by dividing the NAVD 88
 GB2157.geopotential number by the normal gravity value computed on the
 GB2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2157.degrees latitude (g = 980.6199 gals.).
 GB2157
 GB2157.The modeled gravity was interpolated from observed gravity values.
 GB2157
 GB2157;                    North         East    Units  Estimated Accuracy
 GB2157;SPC KY1Z     - 1,042,580.    1,510,920.      MT  (+/- 180 meters Scaled)
 GB2157
 GB2157                          SUPERSEDED SURVEY CONTROL
 GB2157
 GB2157  NGVD 29 (??/??/92)  328.245  (m)         1076.92   (f) ADJ UNCH    2 0
 GB2157
 GB2157.Superseded values are not recommended for survey control.
 GB2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2157.See file dsdata.txt to determine how the superseded data were derived.
 GB2157
 GB2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF225643(NAD 83)
 GB2157_MARKER: DZ = AZIMUTH MARK DISK
 GB2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2157_STAMPING: MT CARMEL 1950
 GB2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2157+STABILITY: SURFACE MOTION
 GB2157
 GB2157  HISTORY     - Date     Condition        Report By
 GB2157  HISTORY     - 1950     MONUMENTED       CGS
 GB2157  HISTORY     - 1951     GOOD             NGS
 GB2157
 GB2157                          STATION DESCRIPTION
 GB2157
 GB2157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB2157'4 MI E FROM TOMPKINSVILLE.
 GB2157'ABOUT 3.85 MILES NORTHEAST AND EAST ALONG STATE HIGHWAY 100 FROM
 GB2157'THE JUNCTION OF STATE HIGHWAY 163 AT TOMPKINSVILLE, THENCE
 GB2157'ABOUT 0.2 MILE NORTH ALONG A DIRT ROAD, 16 FEET WEST OF CENTER
 GB2157'LINE OF ROAD, 26 FEET EAST OF NORTHEAST CORNER OF A LOG CABIN AND
 GB2157'IN LINE WITH NORTH WALL OF CABIN, 3 1/2 FEET WEST OF A FENCE
 GB2157'LINE, 2 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GB2157'2 FEET ABOVE DIRT ROAD AND SET IN THE TOP OF A CONCRETE POST
 GB2157'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2160 ***********************************************************************
 GB2160  DESIGNATION -  MT CARMEL RM 1
 GB2160  PID         -  GB2160
 GB2160  STATE/COUNTY-  KY/MONROE
 GB2160  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB2160
 GB2160                         *CURRENT SURVEY CONTROL
 GB2160  ___________________________________________________________________
 GB2160* NAD 83(1986)-  36 43 20.     (N)    085 37 35.     (W)     SCALED    
 GB2160* NAVD 88     -       341.857  (meters)    1121.58   (feet)  ADJUSTED  
 GB2160  ___________________________________________________________________
 GB2160  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB2160  DYNAMIC HT  -         341.572 (meters)    1120.64  (feet)  COMP
 GB2160  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 GB2160
 GB2160  VERT ORDER  -  SECOND    CLASS 0
 GB2160
 GB2160.The horizontal coordinates were scaled from a topographic map and have
 GB2160.an estimated accuracy of +/- 6 seconds.
 GB2160
 GB2160.The orthometric height was determined by differential leveling
 GB2160.and adjusted by the National Geodetic Survey in June 1991..
 GB2160
 GB2160.The geoid height was determined by GEOID03.
 GB2160
 GB2160.The dynamic height is computed by dividing the NAVD 88
 GB2160.geopotential number by the normal gravity value computed on the
 GB2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2160.degrees latitude (g = 980.6199 gals.).
 GB2160
 GB2160.The modeled gravity was interpolated from observed gravity values.
 GB2160
 GB2160;                    North         East    Units  Estimated Accuracy
 GB2160;SPC KY1Z     - 1,043,170.    1,511,040.      MT  (+/- 180 meters Scaled)
 GB2160
 GB2160                          SUPERSEDED SURVEY CONTROL
 GB2160
 GB2160  NGVD 29 (??/??/92)  341.984  (m)         1121.99   (f) ADJ UNCH    2 0
 GB2160
 GB2160.Superseded values are not recommended for survey control.
 GB2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2160.See file dsdata.txt to determine how the superseded data were derived.
 GB2160
 GB2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF226649(NAD 83)
 GB2160_MARKER: DR = REFERENCE MARK DISK
 GB2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2160_STAMPING: MT CARMEL NO 1 1950
 GB2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2160+STABILITY: SURFACE MOTION
 GB2160
 GB2160  HISTORY     - Date     Condition        Report By
 GB2160  HISTORY     - 1950     MONUMENTED       CGS
 GB2160  HISTORY     - 1951     GOOD             NGS
 GB2160
 GB2160                          STATION DESCRIPTION
 GB2160
 GB2160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB2160'4.4 MI E FROM TOMPKINSVILLE.
 GB2160'3.85 MILES NORTHEAST AND EAST ALONG STATE HIGHWAY 100 FROM
 GB2160'THE JUNCTION OF STATE HIGHWAY 163 AT TOMPKINSVILLE, THENCE
 GB2160'ABOUT 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE ABOUT 305 YARDS
 GB2160'NORTH ALONG A DIM WASHED OUT ROAD, THENCE ABOUT 110 YARDS EAST
 GB2160'ALONG THE NORTH EDGE OF AN OPEN FIELD, ABOUT 85 FEET NORTH OF
 GB2160'NORTH EDGE OF FIELD, 80 FEET NORTHEAST OF STATION MARK, 14 FEET
 GB2160'SOUTHEAST OF A 16-INCH POPLAR TREE, AND SET IN THE TOP OF A
 GB2160'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2158 ***********************************************************************
 GB2158  DESIGNATION -  MT CARMEL RM 2
 GB2158  PID         -  GB2158
 GB2158  STATE/COUNTY-  KY/MONROE
 GB2158  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB2158
 GB2158                         *CURRENT SURVEY CONTROL
 GB2158  ___________________________________________________________________
 GB2158* NAD 83(1986)-  36 43 20.     (N)    085 37 35.     (W)     SCALED    
 GB2158* NAVD 88     -       343.837  (meters)    1128.07   (feet)  ADJUSTED  
 GB2158  ___________________________________________________________________
 GB2158  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB2158  DYNAMIC HT  -         343.551 (meters)    1127.13  (feet)  COMP
 GB2158  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 GB2158
 GB2158  VERT ORDER  -  SECOND    CLASS 0
 GB2158
 GB2158.The horizontal coordinates were scaled from a topographic map and have
 GB2158.an estimated accuracy of +/- 6 seconds.
 GB2158
 GB2158.The orthometric height was determined by differential leveling
 GB2158.and adjusted by the National Geodetic Survey in June 1991..
 GB2158
 GB2158.The geoid height was determined by GEOID03.
 GB2158
 GB2158.The dynamic height is computed by dividing the NAVD 88
 GB2158.geopotential number by the normal gravity value computed on the
 GB2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2158.degrees latitude (g = 980.6199 gals.).
 GB2158
 GB2158.The modeled gravity was interpolated from observed gravity values.
 GB2158
 GB2158;                    North         East    Units  Estimated Accuracy
 GB2158;SPC KY1Z     - 1,043,170.    1,511,040.      MT  (+/- 180 meters Scaled)
 GB2158
 GB2158                          SUPERSEDED SURVEY CONTROL
 GB2158
 GB2158  NGVD 29 (??/??/92)  343.964  (m)         1128.49   (f) ADJ UNCH    2 0
 GB2158
 GB2158.Superseded values are not recommended for survey control.
 GB2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2158.See file dsdata.txt to determine how the superseded data were derived.
 GB2158
 GB2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF226649(NAD 83)
 GB2158_MARKER: DR = REFERENCE MARK DISK
 GB2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2158_STAMPING: MT CARMEL NO 2 1950
 GB2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2158+STABILITY: SURFACE MOTION
 GB2158
 GB2158  HISTORY     - Date     Condition        Report By
 GB2158  HISTORY     - 1950     MONUMENTED       CGS
 GB2158  HISTORY     - 1951     GOOD             NGS
 GB2158
 GB2158                          STATION DESCRIPTION
 GB2158
 GB2158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB2158'4.4 MI E FROM TOMPKINSVILLE.
 GB2158'ABOUT 3.85 MILES NORTHEAST AND EAST ALONG STATE HIGHWAY 100 FROM
 GB2158'THE JUNCTION OF STATE HIGHWAY 163 AT TOMPKINSVILLE, THENCE
 GB2158'ABOUT 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE ABOUT 305 YARDS
 GB2158'NORTH ALONG A DIM WASHED OUT ROAD, THENCE ABOUT 78 YARDS EAST
 GB2158'ALONG NORTH EDGE OF AN OPEN FIELD, 18 FEET NORTH OF NORTH EDGE
 GB2158'OF FIELD, 86 FEET WEST-NORTHWEST OF STATION MARK, 8 FEET SOUTH
 GB2158'OF A 10-INCH POPLAR TREE, AND SET IN THE TOP OF A CONCRETE
 GB2158'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2454 ***********************************************************************
 GB2454  DESIGNATION -  MT HERMAN
 GB2454  PID         -  GB2454
 GB2454  STATE/COUNTY-  KY/MONROE
 GB2454  USGS QUAD   -  TOMPKINSVILLE (1983)
 GB2454
 GB2454                         *CURRENT SURVEY CONTROL
 GB2454  ___________________________________________________________________
 GB2454* NAD 83(1993)-  36 44 35.90877(N)    085 38 22.31814(W)     ADJUSTED  
 GB2454* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 GB2454  ___________________________________________________________________
 GB2454  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 GB2454  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GB2454
 GB2454  HORZ ORDER  -  THIRD
 GB2454
 GB2454.The horizontal coordinates were established by classical geodetic methods
 GB2454.and adjusted by the National Geodetic Survey in December 1995..
 GB2454
 GB2454.The orthometric height was scaled from a topographic map.
 GB2454
 GB2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2454
 GB2454.The geoid height was determined by GEOID03.
 GB2454
 GB2454;                    North         East     Units Scale Factor Converg.
 GB2454;SPC KY1Z     - 1,045,508.375 1,509,866.795   MT  1.00009870   +0 04 04.2
 GB2454;SPC KY1Z     - 3,430,138.73  4,953,621.31   sFT  1.00009870   +0 04 04.2
 GB2454;SPC KY S     -   545,502.217   509,865.803   MT  0.99999820   +0 04 01.2
 GB2454;SPC KY S     - 1,789,701.86  1,672,784.72   sFT  0.99999820   +0 04 01.2
 GB2454;UTM  16      - 4,067,260.043   621,457.989   MT  0.99978174   +0 48 50.3
 GB2454
 GB2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2454!SPC KY1Z     -   0.99995459  x   1.00009870  =   1.00005329
 GB2454!SPC KY S     -   0.99995459  x   0.99999820  =   0.99995279
 GB2454!UTM  16      -   0.99995459  x   0.99978174  =   0.99973634
 GB2454
 GB2454|---------------------------------------------------------------------|
 GB2454| PID    Reference Object                     Distance      Geod. Az  |
 GB2454|                                                           dddmmss.s |
 GB2454| CG6145 MT HERMAN RM 1                       25.143 METERS 05701     |
 GB2454| GB2374 CARY                                APPROX.18.2 KM 0902202.9 |
 GB2454| CG6146 MT HERMAN RM 2                       30.227 METERS 16236     |
 GB2454| GB2455 PT 31 M USGS 1950                   206.974 METERS 35044     |
 GB2454|---------------------------------------------------------------------|
 GB2454
 GB2454                          SUPERSEDED SURVEY CONTROL
 GB2454
 GB2454  NAD 83(1986)-  36 44 35.91928(N)    085 38 22.32416(W) AD(       ) 3
 GB2454  NAD 27      -  36 44 35.68400(N)    085 38 22.40700(W) AD(       ) 3
 GB2454
 GB2454.Superseded values are not recommended for survey control.
 GB2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2454.See file dsdata.txt to determine how the superseded data were derived.
 GB2454
 GB2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2145867260(NAD 83)
 GB2454_MARKER: DS = TRIANGULATION STATION DISK
 GB2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2454
 GB2454  HISTORY     - Date     Condition        Report By
 GB2454  HISTORY     - 1950     MONUMENTED       CGS
 GB2454  HISTORY     - 1986     GOOD             LOCSUR
 GB2454
 GB2454                          STATION DESCRIPTION
 GB2454
 GB2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2454'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF TOMPLINSVILLE ON A
 GB2454'SMALL KNOLL WHICH IS ABOUT 0.1 MILE SOUTH OF A SMALL FRAME CHURCH.
 GB2454'IT IS 81 FEET WEST OF A WHITE WITNESS POST, 54 FEET NORTHWEST OF A
 GB2454'FENCE LINE AND 20 FEET EAST OF THE HIGHEST POINT OF KNOLL.  THE
 GB2454'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MT HERMAN 1950.
 GB2454'
 GB2454'REFERENCE MARK NO. 1 IS 2 FEET EAST OF A WHITE WITNESS POST AND 1
 GB2454'FOOT NORTHWEST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES
 GB2454'AND THE DISK IS STAMPED MT HERMAN NO 1 1950.
 GB2454'
 GB2454'REFERENCE MARK NO. 2 IS 1 FOOT NORTHWEST OF A FENCE LINE.  THE MARK
 GB2454'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED MT HERMAN NO 2
 GB2454'1950.
 GB2454'
 GB2454'PTS 31M (USGS) BM IS 29 FEET SOUTHWEST OF CENTER OF A GRAVEL ROAD AND
 GB2454'15 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF CHURCH.  THE MARK
 GB2454'IS A 6X6 INCHES CONCRETE POST WHICH PROJECTS ABOUT 10 INCHES AND THE
 GB2454'DISK IS A STANDARD USGS BM DISK STAMPED PT STA NO 31 M 1926.
 GB2454'
 GB2454'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 163 AND 63 IN
 GB2454'TOMPKINSVILLE, GO NORTH ON HIGHWAY 163 FOR 1.35 MILES TO A
 GB2454'GRAVEL T ROAD RIGHT, TURN RIGHT AND GO NORTHEAST FOR 3.2 MILES TO
 GB2454'ANOTHER GRAVEL T ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.4 MILE
 GB2454'TO THE SMALL FRAME CHURCH ON RIGHT AND PT 31M (USGS) BM AS DESCRIBED,
 GB2454'CONTINUE AHEAD ON GRAVEL ROAD FOR 0.1 MILE TO A FARM DRIVE RIGHT,
 GB2454'TURN RIGHT THROUGH GATE AND GO 0.15 MILE SOUTHWEST TO THE HIGHEST
 GB2454'POINT OF A SMALL KNOLL AND STATION NEAR THE TOP AS DESCRIBED.
 GB2454'
 GB2454'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB2454
 GB2454                          STATION RECOVERY (1986)
 GB2454
 GB2454'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (GK)
 GB2454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1403 ***********************************************************************
 HA1403  DESIGNATION -  MT LEBANON
 HA1403  PID         -  HA1403
 HA1403  STATE/COUNTY-  KY/BUTLER
 HA1403  USGS QUAD   -  REEDYVILLE (1979)
 HA1403
 HA1403                         *CURRENT SURVEY CONTROL
 HA1403  ___________________________________________________________________
 HA1403* NAD 83(1993)-  37 14 29.10047(N)    086 28 05.48148(W)     ADJUSTED  
 HA1403* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 HA1403  ___________________________________________________________________
 HA1403  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 HA1403  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HA1403
 HA1403  HORZ ORDER  -  THIRD
 HA1403
 HA1403.The horizontal coordinates were established by classical geodetic methods
 HA1403.and adjusted by the National Geodetic Survey in December 1995..
 HA1403
 HA1403.The orthometric height was scaled from a topographic map.
 HA1403
 HA1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1403
 HA1403.The geoid height was determined by GEOID03.
 HA1403
 HA1403;                    North         East     Units Scale Factor Converg.
 HA1403;SPC KY1Z     - 1,101,028.047 1,436,278.246   MT  0.99996592   -0 26 27.4
 HA1403;SPC KY1Z     - 3,612,289.52  4,712,189.55   sFT  0.99996592   -0 26 27.4
 HA1403;SPC KY S     -   601,015.650   436,279.456   MT  0.99994671   -0 26 08.0
 HA1403;SPC KY S     - 1,971,832.18  1,431,360.18   sFT  0.99994671   -0 26 08.0
 HA1403;UTM  16      - 4,121,786.545   547,168.588   MT  0.99962741   +0 19 18.6
 HA1403
 HA1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1403!SPC KY1Z     -   0.99997286  x   0.99996592  =   0.99993878
 HA1403!SPC KY S     -   0.99997286  x   0.99994671  =   0.99991957
 HA1403!UTM  16      -   0.99997286  x   0.99962741  =   0.99960028
 HA1403
 HA1403|---------------------------------------------------------------------|
 HA1403| PID    Reference Object                     Distance      Geod. Az  |
 HA1403|                                                           dddmmss.s |
 HA1403| CG9045 MT LEBANON RM 1                      14.285 METERS 01404     |
 HA1403| CG9044 MT LEBANON AZ MK                                   0600321.0 |
 HA1403| HA1404 TT 12 JRH                            31.761 METERS 28644     |
 HA1403|---------------------------------------------------------------------|
 HA1403
 HA1403                          SUPERSEDED SURVEY CONTROL
 HA1403
 HA1403  NAD 83(1986)-  37 14 29.10900(N)    086 28 05.48805(W) AD(       ) 3
 HA1403  NAD 27      -  37 14 28.93800(N)    086 28 05.55600(W) AD(       ) 3
 HA1403
 HA1403.Superseded values are not recommended for survey control.
 HA1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1403.See file dsdata.txt to determine how the superseded data were derived.
 HA1403
 HA1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4716921787(NAD 83)
 HA1403_MARKER: DS = TRIANGULATION STATION DISK
 HA1403_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA1403_STAMPING: MT LEBANON 1952
 HA1403_MARK LOGO: CGS   
 HA1403
 HA1403  HISTORY     - Date     Condition        Report By
 HA1403  HISTORY     - 1952     MONUMENTED       CGS
 HA1403
 HA1403                          STATION DESCRIPTION
 HA1403
 HA1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1403'STATION IS LOCATED AT THE WEST SIDE OF A SMALL CEMETERY ABOUT 2 MILES
 HA1403'WEST OF ROUND HILL AND ABOUT 0.2 MILE SOUTHWEST OF THE MT LEBANON
 HA1403'CHURCH AND SCHOOL BUILDING. IT IS 16 FEET NORTHWEST OF A 36 INCH OAK
 HA1403'TREE, 8 FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET WEST OF A
 HA1403'FENCE. THE MARK IS A 6 INCH IRON PIPE FILLED WITH CONCRETE WHICH
 HA1403'PROJECTS ABOUT 8 INCHES WITH A STANDARD TRIANGULATION STATION
 HA1403'MARK DISK IN THE TOP STAMPED---MT LEBANON 1952.
 HA1403'
 HA1403'REFERENCE MARK NO. 1 IS 5 FEET SOUTH OF A FENCE CORNER AND 2 FEET
 HA1403'WEST OF A FENCE. THE MARK IS A 4 INCH IRON PIPE FILLED WITH
 HA1403'CONCRETE WHICH PROJECTS ABOUT 4 INCHES WITH A STANDARD REFERENCE MARK
 HA1403'DISK IN THE TOP STAMPED---MT LEBANON NO 1 1952.
 HA1403'
 HA1403'TT 12 JRH (USGS) WAS USED AS A REFERENCE MARK. IT IS IN A ROW OF
 HA1403'CEDAR TREES 106 FEET WEST OF A FENCE. THE MARK IS A CONCRETE POST
 HA1403'8 INCHES IN DIAMETER WHICH PROJECTS ABOUT 8 INCHES AND THE DISK IS A
 HA1403'BRONZE U.S. GEOLOGICAL SURVEY DISK
 HA1403'STAMPED---TT 12 JRH 1951.
 HA1403'
 HA1403'AZIMUTH MARK IS 65 FEET WEST OF CENTER OF A GRAVEL ROAD AND 42 FEET
 HA1403'EAST OF THE NORTHEAST CORNER OF THE MT LEBANON CHURCH
 HA1403'AND SCHOOL BUILDING. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 HA1403'IS STAMPED---MT LEBANON 1952.
 HA1403'
 HA1403'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 185
 HA1403'AT THE WEST EDGE OF THE VILLAGE OF ROUND HILL, GO WEST ON
 HA1403'HIGHWAY 70 FOR 2.0 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO 0.1
 HA1403'MILE TO CHURCH AND SCHOOL BUILDING ON THE LEFT AND THE AZIMUTH MARK
 HA1403'AS DESCRIBED. PASS THROUGH SCHOOL GROUNDS AND FOLLOW DIM ROAD
 HA1403'SOUTHWEST FOR 0.2 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 HA1403'
 HA1403'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0854 ***********************************************************************
 GZ0854  DESIGNATION -  MT MORIAH
 GZ0854  PID         -  GZ0854
 GZ0854  STATE/COUNTY-  KY/LINCOLN
 GZ0854  USGS QUAD   -  HALLS GAP (1987)
 GZ0854
 GZ0854                         *CURRENT SURVEY CONTROL
 GZ0854  ___________________________________________________________________
 GZ0854* NAD 83(1986)-  37 26 01.     (N)    084 38 33.     (W)     SCALED    
 GZ0854* NAVD 88     -       436.368  (meters)    1431.65   (feet)  ADJUSTED  
 GZ0854  ___________________________________________________________________
 GZ0854  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GZ0854  DYNAMIC HT  -         436.017 (meters)    1430.50  (feet)  COMP
 GZ0854  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GZ0854
 GZ0854  VERT ORDER  -  SECOND    CLASS 0
 GZ0854
 GZ0854.The horizontal coordinates were scaled from a topographic map and have
 GZ0854.an estimated accuracy of +/- 6 seconds.
 GZ0854
 GZ0854.The orthometric height was determined by differential leveling
 GZ0854.and adjusted by the National Geodetic Survey in June 1991..
 GZ0854
 GZ0854.The geoid height was determined by GEOID03.
 GZ0854
 GZ0854.The dynamic height is computed by dividing the NAVD 88
 GZ0854.geopotential number by the normal gravity value computed on the
 GZ0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0854.degrees latitude (g = 980.6199 gals.).
 GZ0854
 GZ0854.The modeled gravity was interpolated from observed gravity values.
 GZ0854
 GZ0854;                    North         East    Units  Estimated Accuracy
 GZ0854;SPC KY1Z     - 1,122,690.    1,598,010.      MT  (+/- 180 meters Scaled)
 GZ0854
 GZ0854                          SUPERSEDED SURVEY CONTROL
 GZ0854
 GZ0854  NGVD 29 (??/??/92)  436.494  (m)         1432.06   (f) ADJ UNCH    2 0
 GZ0854
 GZ0854.Superseded values are not recommended for survey control.
 GZ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0854.See file dsdata.txt to determine how the superseded data were derived.
 GZ0854
 GZ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG085455(NAD 83)
 GZ0854_MARKER: DS = TRIANGULATION STATION DISK
 GZ0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0854_STAMPING: MT MORIAH 1935 1432.064
 GZ0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0854+STABILITY: SURFACE MOTION
 GZ0854
 GZ0854  HISTORY     - Date     Condition        Report By
 GZ0854  HISTORY     - 1935     MONUMENTED       CGS
 GZ0854  HISTORY     - 1938     GOOD             KYHD
 GZ0854  HISTORY     - 1950     GOOD             CGS
 GZ0854  HISTORY     - 1950     GOOD             NGS
 GZ0854  HISTORY     - 1958     GOOD             CGS
 GZ0854  HISTORY     - 1958     GOOD             NGS
 GZ0854  HISTORY     - 1980     GOOD             NGS
 GZ0854  HISTORY     - 1985     GOOD             USAF
 GZ0854
 GZ0854                          STATION DESCRIPTION
 GZ0854
 GZ0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GZ0854'STATION IS IN THE N PART OF THE SETTLEMENT OF HIGHLAND, ON U.S.
 GZ0854'HIGHWAY 27, AT MT. MORIAH CHURCH, ABOUT 7 MILES S OF STANFORD,
 GZ0854'AND 6 MILES E OF MCKINNEY.
 GZ0854'
 GZ0854'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GZ0854'DISKS SET IN CONCRETE.
 GZ0854'
 GZ0854'STATION IS ABOUT 100 FEET E OF THE CENTER LINE OF U.S. HIGHWAY 27, 30
 GZ0854'FEET NW OF THE NW CORNER OF CHURCH, 21 FEET E OF THE E EDGE OF
 GZ0854'SIDEWALK, 18 FEET SE OF FENCE AND 35 FEET NE OF ENTRANCE TO CHURCH.
 GZ0854'
 GZ0854'REFERENCE MARK NO. 1 IS N OF STATION, 12 INCHES S OF FENCE AND 6 FEET
 GZ0854'W OF GATE.
 GZ0854'
 GZ0854'REFERENCE MARK NO. 2 IS W OF STATION, 12 INCHES E OF FENCE, AND 10
 GZ0854'FEET NNE OF 12-INCH LOCUST TREE.
 GZ0854'
 GZ0854'AZIMUTH MARK IS W OF STATION, 120 PACES W OF BARN, 2 PACES S OF
 GZ0854'CENTER LINE OF FARM ROAD, 18 INCHES N OF FENCE.
 GZ0854'
 GZ0854'TO REACH FROM THE POST OFFICE IN EUBANK GO N ON U.S. HIGHWAY 27 FOR
 GZ0854'11.1 MILE TO MT. MORIAH CHURCH ON RIGHT AND STATION SITE.
 GZ0854'
 GZ0854'A 77-FOOT TOWER REQUIRED.
 GZ0854
 GZ0854                          STATION RECOVERY (1938)
 GZ0854
 GZ0854'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1938
 GZ0854'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK
 GZ0854'WERE RECOVERED IN GOOD CONDITION.
 GZ0854
 GZ0854                          STATION RECOVERY (1950)
 GZ0854
 GZ0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CS)
 GZ0854'STATION IS ABOUT 0.65 MILE N ALONG U.S. HIGHWAY 27 FROM THE SCHOOL AT
 GZ0854'HIGHLAND, AT THE MT. MORIAH CHRISTIAN CHURCH, 116 FEET SE OF THE
 GZ0854'CENTER LINE OF THE HIGHWAY. IT IS 28.8 FEET N OF THE NORTH CORNER OF
 GZ0854'THE CHURCH BUILDING, 21-1/2 FEET NE OF THE NORTHEAST EDGE OF THE
 GZ0854'CONCRETE WALK TO CHURCH ENTRANCE, 19-1/2 FEET W OF A 22-INCH BLACK
 GZ0854'LOCUST TREE, ABOUT 5 FEET ABOVE THE HIGHWAY. STATION IS A
 GZ0854'STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 GZ0854'FLUSH WITH THE GROUND AND STAMPED MT. MORIAH 1935.
 GZ0854'
 GZ0854'REFERENCE MARK NO. 1 IS 70-1/2 FEET N OF THE STATION, 99 FEET N OF
 GZ0854'THE NORTH CORNER OF THE CHURCH, 28-1/2 FEET S OF THE WEST CORNER OF
 GZ0854'A HOUSE, 29 FEET NW OF THE WEST CORNER OF A WASH HOUSE, 1-1/2 FEET NE
 GZ0854'OF A WHITE WOODEN POST, UNDER A LAWN HEDGE BUSH AND ABOUT 2-1/2
 GZ0854'FEET BELOW THE HIGHWAY. IT IS A STANDARD REFERENCE MARK DISK SET IN
 GZ0854'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND STAMPED MT
 GZ0854'MORIAH NO 1 1935.
 GZ0854'
 GZ0854'REFERENCE MARK NO. 2 IS 72 FEET W OF THE STATION, 56 FEET SE OF THE
 GZ0854'CENTER LINE OF THE HIGHWAY, 51 FEET NW OF THE WEST CORNER OF THE
 GZ0854'CHURCH, 12-1/2 FEET N OF AN 18-INCH BLACK LOCUST TREE, 1-1/2 FEET N
 GZ0854'OF A WHITE WOODEN WITNESS POST AND ABOUT 3 FEET ABOVE THE
 GZ0854'HIGHWAY. IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 GZ0854'CONCRETE POST PROJECTING 8 INCHES AND STAMPED MT MORIAH NO 2
 GZ0854'1935.
 GZ0854'
 GZ0854'AZIMUTH MARK IS ABOUT 0.25 MILE NW ALONG A DIM TRAIL FROM MT. MORIAH
 GZ0854'CHRISTIAN CHURCH, ABOUT 325 FEET NW OF THE WEST CORNER OF AN OLD
 GZ0854'BARN, ABOUT 200 FEET SE OF A FENCE CORNER, 45 FEET ESE OF AN 8-INCH
 GZ0854'APPLE TREE, 72 FEET NNW OF AN 8- INCH APPLE TREE, 13 FEET SW OF A
 GZ0854'FENCE LINE. IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 GZ0854'PROJECTING 14 INCHES AND STAMPED MT MORIAH 1935.
 GZ0854
 GZ0854                          STATION RECOVERY (1950)
 GZ0854
 GZ0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GZ0854'0.6 MI N FROM HIGHLAND.
 GZ0854'ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE SCHOOL AT
 GZ0854'HIGHLAND, AT THE MT. MORIAH CHRISTIAN CHURCH, 116 FEET SOUTHEAST
 GZ0854'OF THE CENTER LINE OF THE HIGHWAY, 72 FEET EAST OF RM. NO. 2,
 GZ0854'70 1/2 FEET SOUTH OF RM NO. 1, 28.8 FEET NORTH OF THE NORTH CORNER
 GZ0854'OF THE CHURCH BUILDING, 21 1/2 FEET NORTHEAST OF THE NORTHEAST
 GZ0854'EDGE OF THE CONCRETE WALK TO CHURCH ENTRANCE, 19 1/2 FEET WEST OF
 GZ0854'A 22-INCH BLACK LOCUST TREE, ABOUT 5 FEET ABOVE THE HIGHWAY
 GZ0854'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 GZ0854
 GZ0854                          STATION RECOVERY (1958)
 GZ0854
 GZ0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 GZ0854'RECOVERED AS DESCRIBED IN RICHMOND AREA, BY C. SYMNS JR.
 GZ0854
 GZ0854                          STATION RECOVERY (1958)
 GZ0854
 GZ0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0854'RECOVERED IN GOOD CONDITION.
 GZ0854
 GZ0854                          STATION RECOVERY (1980)
 GZ0854
 GZ0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GZ0854'THE UNDERGROUND STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 GZ0854'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED DESTROYED BY
 GZ0854'GRADING FOR NEW CHURCH.  THE SURFACE STATION MARK WAS FOUND UPROOTED
 GZ0854'AND IN A FILL AREA ABOUT 50 FEET AWAY.  THE AZIMUTH MARK WAS NOT FOUND
 GZ0854'AND WOULD BE OBSTRUCTED TO THE STATION BY TREES AND GROWTH.  THE
 GZ0854'DISTANCE TO REFERENCE MARK 1 CHECKED.  A NEW SURFACE STATION MARK
 GZ0854'AND REFERENCE MARK 3 WERE SET.  A NEW DESCRIPTION FOLLOWS.
 GZ0854'
 GZ0854'THE STATION IS LOCATED ON THE GROUNDS OF THE MT MORIAH CHRISTIAN
 GZ0854'CHURCH ABOUT 0.65 MILE NORTH OF THE SCHOOL AT HIGHLAND, 6 FEET
 GZ0854'SOUTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 5 FEET EAST OF THE
 GZ0854'EAST WALL OF THE CHURCH, 65 FEET NORTH OF THE SOUTHEAST CORNER OF
 GZ0854'THE CHURCH, 116 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 73
 GZ0854'FEET WEST OF A POWER TRANSFORMER POLE.  THE MONUMENT IS 2 INCHES
 GZ0854'UNDERGROUND AND THE DISK IS STAMPED---MT MORIAH 1935 1980---.
 GZ0854'
 GZ0854'REFERENCE MARK 1 IS 5 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 28
 GZ0854'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 9 FEET EAST
 GZ0854'OF A 10 INCH MAPLE TREE AND 71 FEET NORTHEAST OF THE NORTHEAST CORNER
 GZ0854'OF THE CHURCH.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GZ0854'STAMPED---MT MORIAH NO 1 1935---.
 GZ0854'
 GZ0854'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---MT MORIAH 1935 NO 3
 GZ0854'1980---SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, 25 FEET
 GZ0854'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 63 FEET NORTHEAST OF
 GZ0854'THE SOUTHEAST CORNER AND 54 FEET WEST OF THE POWER TRANFORMER POLE.
 GZ0854
 GZ0854                          STATION RECOVERY (1985)
 GZ0854
 GZ0854'RECOVERY NOTE BY US AIR FORCE 1985 (KV)
 GZ0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0853 ***********************************************************************
 GZ0853  DESIGNATION -  MT MORIAH AZ MK
 GZ0853  PID         -  GZ0853
 GZ0853  STATE/COUNTY-  KY/LINCOLN
 GZ0853  USGS QUAD   -  HALLS GAP (1987)
 GZ0853
 GZ0853                         *CURRENT SURVEY CONTROL
 GZ0853  ___________________________________________________________________
 GZ0853* NAD 83(1986)-  37 26 08.     (N)    084 38 44.     (W)     SCALED    
 GZ0853* NAVD 88     -       419.366  (meters)    1375.87   (feet)  ADJUSTED  
 GZ0853  ___________________________________________________________________
 GZ0853  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GZ0853  DYNAMIC HT  -         419.028 (meters)    1374.76  (feet)  COMP
 GZ0853  MODELED GRAV-     979,811.7   (mgal)                       NAVD 88
 GZ0853
 GZ0853  VERT ORDER  -  SECOND    CLASS 0
 GZ0853
 GZ0853.The horizontal coordinates were scaled from a topographic map and have
 GZ0853.an estimated accuracy of +/- 6 seconds.
 GZ0853
 GZ0853.The orthometric height was determined by differential leveling
 GZ0853.and adjusted by the National Geodetic Survey in June 1991..
 GZ0853
 GZ0853.The geoid height was determined by GEOID03.
 GZ0853
 GZ0853.The dynamic height is computed by dividing the NAVD 88
 GZ0853.geopotential number by the normal gravity value computed on the
 GZ0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0853.degrees latitude (g = 980.6199 gals.).
 GZ0853
 GZ0853.The modeled gravity was interpolated from observed gravity values.
 GZ0853
 GZ0853;                    North         East    Units  Estimated Accuracy
 GZ0853;SPC KY1Z     - 1,122,910.    1,597,740.      MT  (+/- 180 meters Scaled)
 GZ0853
 GZ0853                          SUPERSEDED SURVEY CONTROL
 GZ0853
 GZ0853  NGVD 29 (??/??/92)  419.491  (m)         1376.28   (f) ADJ UNCH    2 0
 GZ0853
 GZ0853.Superseded values are not recommended for survey control.
 GZ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0853.See file dsdata.txt to determine how the superseded data were derived.
 GZ0853
 GZ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG083457(NAD 83)
 GZ0853_MARKER: DZ = AZIMUTH MARK DISK
 GZ0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0853_STAMPING: MT MORIAH 1935 1376.280
 GZ0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0853+STABILITY: SURFACE MOTION
 GZ0853
 GZ0853  HISTORY     - Date     Condition        Report By
 GZ0853  HISTORY     - 1935     MONUMENTED       CGS
 GZ0853  HISTORY     - 1950     GOOD             NGS
 GZ0853  HISTORY     - 1958     GOOD             NGS
 GZ0853
 GZ0853                          STATION DESCRIPTION
 GZ0853
 GZ0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0853'0.9 MI NW FROM HIGHLAND.
 GZ0853'ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE SCHOOL AT
 GZ0853'HIGHLAND, THENCE ABOUT 0.25 MILE NORTHWEST ALONG A DIM TRAIL,
 GZ0853'ABOUT 0.25 MILE NORTHWEST ALONG DIM TRAIL FROM MT. MORIAH CHRISTIAN
 GZ0853'CHURCH, ABOUT 235 FEET NORTHWEST OF THE WEST CORNER OF AN OLD
 GZ0853'BARN, ABOUT 200 FEET SOUTHEAST OF A FENCE CORNER, 45 FEET
 GZ0853'EAST-SOUTHEAST OF AN 8-INCH APPLE TREE, 72 FEET NORTH-NORTHWEST OF
 GZ0853'AN 8-INCH APPLE TREE, 13 FEET SOUTHWEST OF A FENCE LINE, AND
 GZ0853'SET IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES.
 GZ0853
 GZ0853                          STATION RECOVERY (1958)
 GZ0853
 GZ0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2560 ***********************************************************************
 GZ2560  DESIGNATION -  MT MORIAH RESET
 GZ2560  PID         -  GZ2560
 GZ2560  STATE/COUNTY-  KY/LINCOLN
 GZ2560  USGS QUAD   -  HALLS GAP (1987)
 GZ2560
 GZ2560                         *CURRENT SURVEY CONTROL
 GZ2560  ___________________________________________________________________
 GZ2560* NAD 83(1993)-  37 26 00.86652(N)    084 38 33.03946(W)     ADJUSTED  
 GZ2560* NAVD 88     -       436.390  (meters)    1431.72   (feet)  ADJUSTED  
 GZ2560  ___________________________________________________________________
 GZ2560  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 GZ2560  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GZ2560  DYNAMIC HT  -         436.039 (meters)    1430.57  (feet)  COMP
 GZ2560  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GZ2560
 GZ2560  HORZ ORDER  -  FIRST
 GZ2560  VERT ORDER  -  FIRST     CLASS II
 GZ2560
 GZ2560.The horizontal coordinates were established by classical geodetic methods
 GZ2560.and adjusted by the National Geodetic Survey in December 1995..
 GZ2560
 GZ2560.The orthometric height was determined by differential leveling
 GZ2560.and adjusted by the National Geodetic Survey in June 1991..
 GZ2560
 GZ2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2560
 GZ2560.The geoid height was determined by GEOID03.
 GZ2560
 GZ2560.The dynamic height is computed by dividing the NAVD 88
 GZ2560.geopotential number by the normal gravity value computed on the
 GZ2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2560.degrees latitude (g = 980.6199 gals.).
 GZ2560
 GZ2560.The modeled gravity was interpolated from observed gravity values.
 GZ2560
 GZ2560;                    North         East     Units Scale Factor Converg.
 GZ2560;SPC KY1Z     - 1,122,689.704 1,598,008.187   MT  0.99993463   +0 40 47.8
 GZ2560;SPC KY1Z     - 3,683,357.80  5,242,798.53   sFT  0.99993463   +0 40 47.8
 GZ2560;SPC KY S     -   622,673.137   598,009.446   MT  0.99994690   +0 40 17.9
 GZ2560;SPC KY S     - 2,042,886.78  1,961,969.32   sFT  0.99994690   +0 40 17.9
 GZ2560;UTM  16      - 4,145,581.047   708,578.591   MT  1.00013592   +1 26 00.6
 GZ2560
 GZ2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2560!SPC KY1Z     -   0.99993648  x   0.99993463  =   0.99987111
 GZ2560!SPC KY S     -   0.99993648  x   0.99994690  =   0.99988338
 GZ2560!UTM  16      -   0.99993648  x   1.00013592  =   1.00007239
 GZ2560
 GZ2560|---------------------------------------------------------------------|
 GZ2560| PID    Reference Object                     Distance      Geod. Az  |
 GZ2560|                                                           dddmmss.s |
 GZ2560| GZ0855 MT MORIAH RM 1                       21.403 METERS 02404     |
 GZ2560| GZ0998 DIAMOND                             APPROX.15.1 KM 1785610.8 |
 GZ2560| GZ0852 MT MORIAH RM 2                       21.891 METERS 27423     |
 GZ2560| GZ0853 MT MORIAH AZ MK                                    3140640.2 |
 GZ2560|---------------------------------------------------------------------|
 GZ2560
 GZ2560                          SUPERSEDED SURVEY CONTROL
 GZ2560
 GZ2560  NAD 83(1986)-  37 26 00.87500(N)    084 38 33.04696(W) AD(       ) 1
 GZ2560  NGVD 29 (10/08/05)  436.52   (m)         1432.1    (f) RESET       3  
 GZ2560
 GZ2560.Superseded values are not recommended for survey control.
 GZ2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2560.See file dsdata.txt to determine how the superseded data were derived.
 GZ2560
 GZ2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG0857945581(NAD 83)
 GZ2560_MARKER: DS = TRIANGULATION STATION DISK
 GZ2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2560_SP_SET: CONCRETE POST
 GZ2560_STAMPING: MT MORIAH 1935 1980
 GZ2560_MARK LOGO: NGS   
 GZ2560_PROJECTION: FLUSH
 GZ2560_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2560+STABILITY: SURFACE MOTION
 GZ2560
 GZ2560  HISTORY     - Date     Condition        Report By
 GZ2560  HISTORY     - 1980     MONUMENTED       NGS
 GZ2560  HISTORY     - 19800621 GOOD             NGS
 GZ2560  HISTORY     - 1985     GOOD             NGS
 GZ2560
 GZ2560                          STATION DESCRIPTION
 GZ2560
 GZ2560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GZ2560'0.65 MI NORTH FROM HIGHLAND.
 GZ2560'0.65 MILE NORTH OF HIGHLAND AT THE MT MORIAH CHRISTIAN CHURCH, 6
 GZ2560'FEET SOUTHEAST OF THE NORTHEAST OF THE CHURCH 5 FEET EAST OF THE
 GZ2560'EAST WALL OF THE CHURCH, 65 FEET NORTH OF THE SOUTHEAST CORNER
 GZ2560'OF THE CHURCH, 110 FEET SOUTHEAST OF THE CENTERLINE OF ROAD
 GZ2560'AND 73 FEET WEST OF A POWER POLE TRANSFORMER POLE.
 GZ2560
 GZ2560                          STATION RECOVERY (1980)
 GZ2560
 GZ2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GZ2560'THE UNDERGROUND STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 GZ2560'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED DESTROYED BY
 GZ2560'GRADING FOR NEW CHURCH.  THE SURFACE STATION MARK WAS FOUND UPROOTED
 GZ2560'IN A FILL AREA ABOUT 50 FT (15.2 M) AWAY.  THE AZIMUTH MARK WAS NOT
 GZ2560'FOUND AND WOULD BE OBSTRUCTED TO THE STATION BY TREES AND GROWTH. THE
 GZ2560'DISTANCE TO REFERENCE MARK 1 CHECKED.  A NEW SURFACE STATION MARK AND
 GZ2560'REFERENCE MARK 3 WERE SET A NEW DESCRIPTION FOLLOWS.  THE STATION IS
 GZ2560'LOCATED ON THE GROUNDS OF THE MT MORIAH CHRISTIAN CHURCH ABOUT 0.65 MI
 GZ2560'(1.05 KM) NORTH OF THE SCHOOL AT HIGHLAND 6 FT (1.8 M) SOUTHEAST OF
 GZ2560'THE NORTHEAST CORNER OF THE CHURCH 5 FT (1.5 M) EAST OF THE EAST WALL
 GZ2560'OF THE CHURCH 65 FT (19.8 M) NORTH OF THE SOUTHEAST CORNER OF THE
 GZ2560'CHURCH 116 FT (35.4 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 73
 GZ2560'FT (22.3 M) WEST OF A POWER TRANSFORMER POLE.  THE MONUMENT IS 2
 GZ2560'INCHES UNDERGROUND AND THE DISK IS STAMPED--MT MORIAH 1935 1980--.
 GZ2560
 GZ2560                          STATION RECOVERY (1985)
 GZ2560
 GZ2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ2560'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  10.3 KM (6.4
 GZ2560'MI) SOUTH ALONG U.S. HIGHWAY 27 FROM THE JUNCTION OF EAST MAIN STREET
 GZ2560'IN STANFORD, THENCE 1.1 KM (0.65 MI) SOUTHWEST ALONG STATE HIGHWAY
 GZ2560'1247 TO THE MT MORIAH CHURCH AND THE MARK ON THE LEFT NEAR THE NORTH
 GZ2560'CORNER OF THE CHURCH. IT IS 33.83 METERS (111.0 FT) SOUTHEAST OF THE
 GZ2560'CENTERLINE OF STATE HIGHWAY 1247, 1.82 METERS (6.0 FT) NORTH-NORTHEAST
 GZ2560'OF THE NORTH CORNER OF THE CHURCH, 1.52 METERS (5.0 FT) NORTHEAST OF
 GZ2560'THE NORTHEAST FACE OF THE CHURCH AND 6.0 METERS (19.0 FT) SOUTHWEST OF
 GZ2560'RM 3.
 GZ2560'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0855 ***********************************************************************
 GZ0855  DESIGNATION -  MT MORIAH RM 1
 GZ0855  PID         -  GZ0855
 GZ0855  STATE/COUNTY-  KY/LINCOLN
 GZ0855  USGS QUAD   -  HALLS GAP (1987)
 GZ0855
 GZ0855                         *CURRENT SURVEY CONTROL
 GZ0855  ___________________________________________________________________
 GZ0855* NAD 83(1986)-  37 26 00.     (N)    084 38 33.     (W)     SCALED    
 GZ0855* NAVD 88     -       435.470  (meters)    1428.70   (feet)  ADJUSTED  
 GZ0855  ___________________________________________________________________
 GZ0855  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GZ0855  DYNAMIC HT  -         435.120 (meters)    1427.56  (feet)  COMP
 GZ0855  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GZ0855
 GZ0855  VERT ORDER  -  SECOND    CLASS 0
 GZ0855
 GZ0855.The horizontal coordinates were scaled from a topographic map and have
 GZ0855.an estimated accuracy of +/- 6 seconds.
 GZ0855
 GZ0855.The orthometric height was determined by differential leveling
 GZ0855.and adjusted by the National Geodetic Survey in June 1991..
 GZ0855
 GZ0855.The geoid height was determined by GEOID03.
 GZ0855
 GZ0855.The dynamic height is computed by dividing the NAVD 88
 GZ0855.geopotential number by the normal gravity value computed on the
 GZ0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0855.degrees latitude (g = 980.6199 gals.).
 GZ0855
 GZ0855.The modeled gravity was interpolated from observed gravity values.
 GZ0855
 GZ0855;                    North         East    Units  Estimated Accuracy
 GZ0855;SPC KY1Z     - 1,122,660.    1,598,010.      MT  (+/- 180 meters Scaled)
 GZ0855
 GZ0855                          SUPERSEDED SURVEY CONTROL
 GZ0855
 GZ0855  NGVD 29 (??/??/92)  435.596  (m)         1429.12   (f) ADJ UNCH    2 0
 GZ0855
 GZ0855.Superseded values are not recommended for survey control.
 GZ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0855.See file dsdata.txt to determine how the superseded data were derived.
 GZ0855
 GZ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG085455(NAD 83)
 GZ0855_MARKER: DR = REFERENCE MARK DISK
 GZ0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0855_STAMPING: MT MORIAH NO 1 1935 1429.118
 GZ0855_MARK LOGO: CGS   
 GZ0855_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0855+STABILITY: SURFACE MOTION
 GZ0855
 GZ0855  HISTORY     - Date     Condition        Report By
 GZ0855  HISTORY     - 1935     MONUMENTED       CGS
 GZ0855  HISTORY     - 1950     GOOD             NGS
 GZ0855  HISTORY     - 1958     GOOD             NGS
 GZ0855  HISTORY     - 1981     GOOD             KYDT
 GZ0855  HISTORY     - 19810621 GOOD             KYDT
 GZ0855
 GZ0855                          STATION DESCRIPTION
 GZ0855
 GZ0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0855'0.6 MI N FROM HIGHLAND.
 GZ0855'ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE SCHOOL AT
 GZ0855'HIGHLAND, 116 FEET NORTHEAST OF R.M. NO. 2, 88 FEET SOUTHEAST
 GZ0855'OF THE CENTER LINE OF THE HIGHWAY, 70 1/2 FEET NORTH OF THE
 GZ0855'STATION MARK, 99 FEET NORTH OF THE NORTH CORNER OF MT. MORIAH
 GZ0855'CHRISTIAN CHURCH, 28 1/2 FEET SOUTH OF THE WEST CORNER OF A
 GZ0855'HOUSE, 29 FEET NORTHWEST OF THE WEST CORNER OF A WASH HOUSE,
 GZ0855'1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, UNDER A
 GZ0855'LAWN HEDGE BUSH, ABOUT 2 1/2 FEET BELOW THE HIGHWAY AND SET
 GZ0855'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GZ0855
 GZ0855                          STATION RECOVERY (1958)
 GZ0855
 GZ0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0855'RECOVERED IN GOOD CONDITION.
 GZ0855
 GZ0855                          STATION RECOVERY (1981)
 GZ0855
 GZ0855'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0855'RECOVERED IN GOOD CONDITION.
 GZ0855
 GZ0855                          STATION RECOVERY (1981)
 GZ0855
 GZ0855'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981 (CLN)
 GZ0855'REFERENCE MARK 1 IS 5 FT (1.5 M) NORTH OF THE CENTERLINE OF A DRIVEWAY
 GZ0855'28 FT (8.5 M) SOUTHEAST OF THE SOUTHWEST CORNER OF A FRAME HOUSE 9 FT
 GZ0855'(2.7 M) EAST OF A 10 INCH MAPLE TREE AND 71 FT (21.6 M) NORTHEAST OF
 GZ0855'THE NORTHEAST CORNER OF THE CHURCH.  THE MONUMENT PROJECTS 2 INCHES
 GZ0855'AND THE DISK IS STAMPED--MT MORIAH NO 1 1935--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0852 ***********************************************************************
 GZ0852  DESIGNATION -  MT MORIAH RM 2
 GZ0852  PID         -  GZ0852
 GZ0852  STATE/COUNTY-  KY/LINCOLN
 GZ0852  USGS QUAD   -  HALLS GAP (1987)
 GZ0852
 GZ0852                         *CURRENT SURVEY CONTROL
 GZ0852  ___________________________________________________________________
 GZ0852* NAD 83(1986)-  37 26 00.     (N)    084 38 33.     (W)     SCALED    
 GZ0852* NAVD 88     -       435.896  (meters)    1430.10   (feet)  ADJUSTED  
 GZ0852  ___________________________________________________________________
 GZ0852  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GZ0852  DYNAMIC HT  -         435.545 (meters)    1428.95  (feet)  COMP
 GZ0852  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GZ0852
 GZ0852  VERT ORDER  -  SECOND    CLASS 0
 GZ0852
 GZ0852.The horizontal coordinates were scaled from a topographic map and have
 GZ0852.an estimated accuracy of +/- 6 seconds.
 GZ0852
 GZ0852.The orthometric height was determined by differential leveling
 GZ0852.and adjusted by the National Geodetic Survey in June 1991..
 GZ0852
 GZ0852.The geoid height was determined by GEOID03.
 GZ0852
 GZ0852.The dynamic height is computed by dividing the NAVD 88
 GZ0852.geopotential number by the normal gravity value computed on the
 GZ0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0852.degrees latitude (g = 980.6199 gals.).
 GZ0852
 GZ0852.The modeled gravity was interpolated from observed gravity values.
 GZ0852
 GZ0852;                    North         East    Units  Estimated Accuracy
 GZ0852;SPC KY1Z     - 1,122,660.    1,598,010.      MT  (+/- 180 meters Scaled)
 GZ0852
 GZ0852                          SUPERSEDED SURVEY CONTROL
 GZ0852
 GZ0852  NGVD 29 (??/??/92)  436.021  (m)         1430.51   (f) ADJ UNCH    2 0
 GZ0852
 GZ0852.Superseded values are not recommended for survey control.
 GZ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0852.See file dsdata.txt to determine how the superseded data were derived.
 GZ0852
 GZ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG085455(NAD 83)
 GZ0852_MARKER: DR = REFERENCE MARK DISK
 GZ0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0852_STAMPING: MT MORIAH NO 2 1935
 GZ0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0852+STABILITY: SURFACE MOTION
 GZ0852
 GZ0852  HISTORY     - Date     Condition        Report By
 GZ0852  HISTORY     - 1935     MONUMENTED       CGS
 GZ0852  HISTORY     - 1950     GOOD             NGS
 GZ0852  HISTORY     - 1958     POOR             NGS
 GZ0852  HISTORY     - 1981     MARK NOT FOUND   KYDT
 GZ0852  HISTORY     - 1985     MARK NOT FOUND   USAF
 GZ0852
 GZ0852                          STATION DESCRIPTION
 GZ0852
 GZ0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0852'0.6 MI N FROM HIGHLAND.
 GZ0852'ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE SCHOOL
 GZ0852'AT HIGHLAND, AT MT. MORIAH CHRISTIAN CHURCH, 116 FEET SOUTHWEST
 GZ0852'OF R.M. NO. 1, 72 FEET WEST OF THE STATION MARK, 56 FEET SOUTHEAST
 GZ0852'OF THE CENTER LINE OF THE HIGHWAY, 51 FEET NORTHWEST OF THE WEST
 GZ0852'CORNER OF THE CHURCH, 12 1/2 FEET NORTH OF AN 18-INCH BLACK
 GZ0852'LOCUST TREE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 GZ0852'ABOUT 3 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GZ0852'POST PROJECTING 8 INCHES.  NOTE-- THE POST IS CHIPPED OFF ON THE
 GZ0852'EDGE BUT IS SOLID, THE DISK IS PITTED AS THOUGH IT HAD BEEN
 GZ0852'STRUCK SEVERAL TIMES WITH POINT END OF PICK.
 GZ0852
 GZ0852                          STATION RECOVERY (1958)
 GZ0852
 GZ0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0852'MARK RECOVERED IN POOR CONDITION.
 GZ0852
 GZ0852                          STATION RECOVERY (1981)
 GZ0852
 GZ0852'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0852'MARK NOT FOUND.
 GZ0852
 GZ0852                          STATION RECOVERY (1985)
 GZ0852
 GZ0852'RECOVERY NOTE BY US AIR FORCE 1985 (KV)
 GZ0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2561 ***********************************************************************
 GZ2561  DESIGNATION -  MT MORIAH RM 3
 GZ2561  PID         -  GZ2561
 GZ2561  STATE/COUNTY-  KY/LINCOLN
 GZ2561  USGS QUAD   -  HALLS GAP (1987)
 GZ2561
 GZ2561                         *CURRENT SURVEY CONTROL
 GZ2561  ___________________________________________________________________
 GZ2561* NAD 83(1986)-  37 26 00.     (N)    084 38 33.     (W)     SCALED    
 GZ2561* NAVD 88     -       436.310  (meters)    1431.46   (feet)  ADJUSTED  
 GZ2561  ___________________________________________________________________
 GZ2561  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GZ2561  DYNAMIC HT  -         435.958 (meters)    1430.31  (feet)  COMP
 GZ2561  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GZ2561
 GZ2561  VERT ORDER  -  FIRST     CLASS II
 GZ2561
 GZ2561.The horizontal coordinates were scaled from a topographic map and have
 GZ2561.an estimated accuracy of +/- 6 seconds.
 GZ2561
 GZ2561.The orthometric height was determined by differential leveling
 GZ2561.and adjusted by the National Geodetic Survey in June 1991..
 GZ2561
 GZ2561.The geoid height was determined by GEOID03.
 GZ2561
 GZ2561.The dynamic height is computed by dividing the NAVD 88
 GZ2561.geopotential number by the normal gravity value computed on the
 GZ2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2561.degrees latitude (g = 980.6199 gals.).
 GZ2561
 GZ2561.The modeled gravity was interpolated from observed gravity values.
 GZ2561
 GZ2561;                    North         East    Units  Estimated Accuracy
 GZ2561;SPC KY1Z     - 1,122,660.    1,598,010.      MT  (+/- 180 meters Scaled)
 GZ2561
 GZ2561                          SUPERSEDED SURVEY CONTROL
 GZ2561
 GZ2561  NGVD 29 (10/08/05)  436.43   (m)         1431.9    (f) RESET       3  
 GZ2561
 GZ2561.Superseded values are not recommended for survey control.
 GZ2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2561.See file dsdata.txt to determine how the superseded data were derived.
 GZ2561
 GZ2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG085455(NAD 83)
 GZ2561_MARKER: DR = REFERENCE MARK DISK
 GZ2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2561_SP_SET: CONCRETE POST
 GZ2561_STAMPING: MT MORIAH RM 3 1935 1980
 GZ2561_MARK LOGO: NGS   
 GZ2561_PROJECTION: RECESSED 6 CENTIMETERS
 GZ2561_MAGNETIC: N = NO MAGNETIC MATERIAL
 GZ2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2561+STABILITY: SURFACE MOTION
 GZ2561
 GZ2561  HISTORY     - Date     Condition        Report By
 GZ2561  HISTORY     - 1980     MONUMENTED       NGS
 GZ2561  HISTORY     - 1985     GOOD             USAF
 GZ2561  HISTORY     - 1985     GOOD             NGS
 GZ2561  HISTORY     - 19850621 GOOD             NGS
 GZ2561
 GZ2561                          STATION DESCRIPTION
 GZ2561
 GZ2561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GZ2561'0.65 MI NORTH FROM HIGHLAND.
 GZ2561'0.65 MILE NORTH OF THE SCHOOL IN HIGHLAND, ON THE GROUNDS OF THE MT
 GZ2561'MORIAH CHRISTIAN CHURCH, 25 FEET SOUTHEAST OF THE NORTHEAST CORNER
 GZ2561'OF THE CHURCH, 63 FEET NORTHEAST OF THE SOUTHEAST CORNER OFTHE
 GZ2561'CHURCH AND 54 FEET WEST OF A POWER TRANSFORMER POLE.
 GZ2561
 GZ2561                          STATION RECOVERY (1985)
 GZ2561
 GZ2561'RECOVERY NOTE BY US AIR FORCE 1985 (KV)
 GZ2561'RECOVERED IN GOOD CONDITION.
 GZ2561
 GZ2561                          STATION RECOVERY (1985)
 GZ2561
 GZ2561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GZ2561'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  10.3 KM (6.4
 GZ2561'MI) SOUTH ALONG U.S. HIGHWAY 27 FROM THE JUNCTION OF EAST MAIN STREET
 GZ2561'IN STANFORD, THENCE 1.1 KM (0.65 MI) SOUTHWEST ALONG STATE HIGHWAY
 GZ2561'1247 TO THE MT MORIAH CHURCH AND THE MARK ON THE LEFT, NEAR THE NORTH
 GZ2561'CORNER OF THE CHURCH, 39.31 METERS (129.0 FT) SOUTHEAST OF THE
 GZ2561'CENTERLINE OF THE HIGHWAY, 16.45 METERS (54.0 FT) WEST OF A POWER POLE
 GZ2561'WITH THREE TRANSFORMERS, 7.62 METERS (25.0 FT) NORTHEAST OF THE NORTH
 GZ2561'CORNER OF THE CHURCH, 6.0 METERS (19.0 FT) NORTHEAST OF THE STATION
 GZ2561'MARK.
 GZ2561'THE MARK IS 0.91 M ABOVE HIGHWAY.
 GZ2561
 GZ2561                          STATION RECOVERY (1985)
 GZ2561
 GZ2561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 GZ2561'REFERENCE MARK 3 IS A STANDARD DISK STAMPED--MT MORIAH 1935 NO 3
 GZ2561'1980--, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK 25 FT (7.6 M)
 GZ2561'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH 63 FT (19.2 M)
 GZ2561'NORTHEAST OF THE SOUTHEAST CORNER AND 54 FT (16.5 M) WEST OF THE POWER
 GZ2561'TRANSFORMER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3336 ***********************************************************************
 GY3336  DESIGNATION -  MT OLIVE
 GY3336  PID         -  GY3336
 GY3336  STATE/COUNTY-  KY/LEE
 GY3336  USGS QUAD   -  BEATTYVILLE (1983)
 GY3336
 GY3336                         *CURRENT SURVEY CONTROL
 GY3336  ___________________________________________________________________
 GY3336* NAD 83(1993)-  37 35 34.82427(N)    083 43 51.29999(W)     ADJUSTED  
 GY3336* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 GY3336  ___________________________________________________________________
 GY3336  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GY3336  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GY3336
 GY3336  HORZ ORDER  -  SECOND
 GY3336
 GY3336.The horizontal coordinates were established by classical geodetic methods
 GY3336.and adjusted by the National Geodetic Survey in December 1995..
 GY3336
 GY3336.The orthometric height was scaled from a topographic map.
 GY3336
 GY3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3336
 GY3336.The geoid height was determined by GEOID03.
 GY3336
 GY3336;                    North         East     Units Scale Factor Converg.
 GY3336;SPC KY1Z     - 1,141,730.597 1,678,287.969   MT  0.99991711   +1 14 22.7
 GY3336;SPC KY1Z     - 3,745,827.80  5,506,183.11   sFT  0.99991711   +1 14 22.7
 GY3336;SPC KY S     -   641,698.093   678,295.165   MT  0.99995558   +1 13 28.2
 GY3336;SPC KY S     - 2,105,304.49  2,225,373.39   sFT  0.99995558   +1 13 28.2
 GY3336;UTM  17      - 4,164,166.726   258,890.229   MT  1.00031612   -1 40 00.5
 GY3336
 GY3336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3336!SPC KY1Z     -   0.99995120  x   0.99991711  =   0.99986832
 GY3336!SPC KY S     -   0.99995120  x   0.99995558  =   0.99990679
 GY3336!UTM  17      -   0.99995120  x   1.00031612  =   1.00026731
 GY3336
 GY3336|---------------------------------------------------------------------|
 GY3336| PID    Reference Object                     Distance      Geod. Az  |
 GY3336|                                                           dddmmss.s |
 GY3336| DB9788 MT OLIVE RM 1                        18.625 METERS 10124     |
 GY3336| GY3337 23 B USFS 1951                        7.727 METERS 14937     |
 GY3336| DB9787 MT OLIVE AZ MK                                     1733924.4 |
 GY3336| GY3303 TURIN                               APPROX.15.0 KM 1741159.4 |
 GY3336| DB9789 MT OLIVE RM 2                        25.865 METERS 21718     |
 GY3336|---------------------------------------------------------------------|
 GY3336
 GY3336                          SUPERSEDED SURVEY CONTROL
 GY3336
 GY3336  NAD 83(1986)-  37 35 34.83063(N)    083 43 51.30594(W) AD(       ) 2
 GY3336  NAD 27      -  37 35 34.52200(N)    083 43 51.60500(W) AD(       ) 2
 GY3336
 GY3336.Superseded values are not recommended for survey control.
 GY3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3336.See file dsdata.txt to determine how the superseded data were derived.
 GY3336
 GY3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB5889064167(NAD 83)
 GY3336_MARKER: DS = TRIANGULATION STATION DISK
 GY3336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3336
 GY3336  HISTORY     - Date     Condition        Report By
 GY3336  HISTORY     - 1951     MONUMENTED       CGS
 GY3336
 GY3336                          STATION DESCRIPTION
 GY3336
 GY3336'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GY3336'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF IRVINE AND 2 MILES
 GY3336'NORTHWEST OF BEATTYVILLE ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY
 GY3336'NO 52.  IT IS 32 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 15 FEET
 GY3336'EAST OF FENCE CORNER AND 12 FEET EAST OF WHITE WITNESS POST.  THE
 GY3336'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MT OLIVE 1951.
 GY3336'
 GY3336'REFERENCE MARK NO 1 IS 30 FEET EAST OF THE CENTER OF STATE HIGHWAY NO
 GY3336'52, 15 FEET SOUTH OF THE CENTER OF DRIVEWAY AND 1 FOOT WEST OF FENCE
 GY3336'LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MT
 GY3336'OLIVE NO 1 1951.
 GY3336'
 GY3336'REFERENCE MARK NO 2 IS 38 FEET SOUTHWEST OF THE CENTER OF DIRT ROAD
 GY3336'AND 8 FEET SOUTH OF A 10 INCH OAK TREE.  THE DISK IS SET IN
 GY3336'CONCRETE IN A DRILL HOLE IN BEDROCK FLUSH WITH THE ROCK SURFACE AND
 GY3336'STAMPED MT OLIVE NO 2 1951.
 GY3336'
 GY3336'23 B (USFS) IS SOUTHEAST OF THE STATION, 19 FEET SOUTHWEST OF THE
 GY3336'CENTER OF STATE HIGHWAY NO 52.  THE DISK IS A U.S.  DEPARTMENT OF
 GY3336'AGRICULTURE, U.S. FOREST SERVICE DISK SET IN CONCRETE FLUSH WITH THE
 GY3336'GROUND SURFACE AND STAMPED 23 B 1051, 1934.
 GY3336'
 GY3336'THE AZIMUTH MARK IS 50 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY
 GY3336'NO 52, 20 FEET SOUTHWEST OF FENCE LINE AND WHITE WITNESS POST.
 GY3336'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MT OLIVE
 GY3336'1951.
 GY3336'
 GY3336'TO REACH THE STATION FROM THE COURTHOUSE IN BEATTYVILLE, GO NORTHWEST
 GY3336'ON STATE HIGHWAY NO 52 FOR 2.45 MILES TO THE AZIMUTH MARK ON
 GY3336'THE SOUTHWEST SIDE AS DESCRIBED, CONTINUE NORTHWEST ON HIGHWAY FOR
 GY3336'0.15 MILE TO STATION ON THE SOUTH SIDE AS DESCRIBED.
 GY3336'
 GY3336'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2538 ***********************************************************************
 HZ2538  DESIGNATION -  MT PLEASANT
 HZ2538  PID         -  HZ2538
 HZ2538  STATE/COUNTY-  KY/OWEN
 HZ2538  USGS QUAD   -  NEW LIBERTY (1987)
 HZ2538
 HZ2538                         *CURRENT SURVEY CONTROL
 HZ2538  ___________________________________________________________________
 HZ2538* NAD 83(1993)-  38 30 04.46579(N)    084 54 48.00407(W)     ADJUSTED  
 HZ2538* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 HZ2538  ___________________________________________________________________
 HZ2538  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 HZ2538  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 HZ2538
 HZ2538  HORZ ORDER  -  THIRD
 HZ2538
 HZ2538.The horizontal coordinates were established by classical geodetic methods
 HZ2538.and adjusted by the National Geodetic Survey in December 1995..
 HZ2538
 HZ2538.The orthometric height was scaled from a topographic map.
 HZ2538
 HZ2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2538
 HZ2538.The geoid height was determined by GEOID03.
 HZ2538
 HZ2538;                    North         East     Units Scale Factor Converg.
 HZ2538;SPC KY1Z     - 1,240,932.451 1,572,979.816   MT  0.99996432   +0 30 49.2
 HZ2538;SPC KY1Z     - 4,071,292.55  5,160,684.61   sFT  0.99996432   +0 30 49.2
 HZ2538;SPC KY N     -   111,343.389   442,139.177   MT  0.99996225   -0 24 45.5
 HZ2538;SPC KY N     -   365,299.10  1,450,584.95   sFT  0.99996225   -0 24 45.5
 HZ2538;UTM  16      - 4,263,494.279   681,958.818   MT  1.00000775   +1 17 57.7
 HZ2538
 HZ2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2538!SPC KY1Z     -   0.99996311  x   0.99996432  =   0.99992744
 HZ2538!SPC KY N     -   0.99996311  x   0.99996225  =   0.99992537
 HZ2538!UTM  16      -   0.99996311  x   1.00000775  =   0.99997086
 HZ2538
 HZ2538|---------------------------------------------------------------------|
 HZ2538| PID    Reference Object                     Distance      Geod. Az  |
 HZ2538|                                                           dddmmss.s |
 HZ2538| DB9791 MT PLEASANT RM 1                     28.670 METERS 06007     |
 HZ2538| DB9790 MT PLEASANT AZ MK                                  0764912.6 |
 HZ2538| HZ2537 TT 18 USGS 1949                      26.883 METERS 31709     |
 HZ2538|---------------------------------------------------------------------|
 HZ2538
 HZ2538                          SUPERSEDED SURVEY CONTROL
 HZ2538
 HZ2538  NAD 83(1986)-  38 30 04.46925(N)    084 54 48.01238(W) AD(       ) 3
 HZ2538  NAD 27      -  38 30 04.22600(N)    084 54 48.18900(W) AD(       ) 3
 HZ2538
 HZ2538.Superseded values are not recommended for survey control.
 HZ2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2538.See file dsdata.txt to determine how the superseded data were derived.
 HZ2538
 HZ2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8195963494(NAD 83)
 HZ2538_MARKER: DS = TRIANGULATION STATION DISK
 HZ2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2538
 HZ2538  HISTORY     - Date     Condition        Report By
 HZ2538  HISTORY     - 1949     MONUMENTED       CGS
 HZ2538  HISTORY     - 1963     GOOD             CGS
 HZ2538  HISTORY     - 1964     GOOD             CGS
 HZ2538
 HZ2538                          STATION DESCRIPTION
 HZ2538
 HZ2538'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2538'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF MONTERY AND 5 MILES
 HZ2538'SOUTHWEST OF OWENTON.  IT IS 31 FEET SOUTHWEST OF THE SOUTHWEST
 HZ2538'CORNER OF THE MT. PLEASENT BAPTIST CHURCH, 31 FEET EAST OF THE
 HZ2538'NORTHEAST CORNER OF A FRAME BUILDING AND 11 FEET NORTH OF A WHITE
 HZ2538'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED MT PLEASANT
 HZ2538'1949.
 HZ2538'
 HZ2538'REFERENCE MARK NO.1 IS 30 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HZ2538'CHURCH.  THE MARK IS FLUSH AND THE DISK IS STAMPED MT PLEASANT NO 1
 HZ2538'1949.
 HZ2538'
 HZ2538'TT 18 DWP (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 50 FEET WEST
 HZ2538'OF NORTHWEST CORNER OF CHURCH, 45 FEET SOUTH OF THE CENTER OF STATE
 HZ2538'HIGHWAY NO.22 AND 13 FEET EAST OF A FENCE CORNER.  THE MARK IS A
 HZ2538'4X4 INCH CONCRETE POST WHICH PROJECTS 4 INCHES WITH A STANDARD USGS
 HZ2538'BRONZE MARK DISK ATOP STAMPED TT 18 DWP 1949.
 HZ2538'
 HZ2538'AZIMUTH MARK IS 20 FEET SOUTHEAST OF THE CENTER OF DRIVEWAY, 20 FEET
 HZ2538'NORTHEAST OF A 36 INCH WALNUT TREE, 2 FEET NORTH OF A WHITE WITNESS
 HZ2538'POST AND 1 FOOT NORTHWEST OF A FENCELINE.  THE MARK IS FLUSH AND
 HZ2538'THE DISK IS STAMPED MT PLEASANT 1949.
 HZ2538'
 HZ2538'TO REACH THE STATION FROM THE OWEN COUNTY COURT HOUSE IN OWENTON, GO
 HZ2538'SOUTHWEST ON STATE HIGHWAY NO 22 FOR 5.9 MILES TO THE MT. PLEASANT
 HZ2538'CHURCH ON THE LEFT AND THE STATION AS DESCRIBED.
 HZ2538'
 HZ2538'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON STATE
 HZ2538'HIGHWAY NO 22 FOR 0.3 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT ON
 HZ2538'DRIVEWAY AND GO SOUTH FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT
 HZ2538'AS DESCRIBED.
 HZ2538'
 HZ2538'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HZ2538
 HZ2538                          STATION RECOVERY (1963)
 HZ2538
 HZ2538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HRW)
 HZ2538'LOCATED STATION AND RM.
 HZ2538
 HZ2538                          STATION RECOVERY (1964)
 HZ2538
 HZ2538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ2538'THE STATION, AZIMUTH MARK, REFERENCE MARK NO. 1 AND TT 18 DWP (USGS)
 HZ2538'BM WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE MARKS WERE
 HZ2538'EASILY RECOVERED BY USING THE ORIGINAL DESCRIPTION BUT A NEW
 HZ2538'DESCRIPTION IS GIVEN BELOW WITH ADDED DISTANCES AND DIRECTIONS
 HZ2538'TO ADDITIONAL REFERENCE POINTS.
 HZ2538'
 HZ2538'THE STATION IS LOCATED ABOUT 6 MILES NW OF MONTEREY, 5 MILES SW
 HZ2538'OF OWENTON, IN THE SMALL VILLAGE OF PLEASANT HOME, IN THE SOUTHWEST
 HZ2538'CORNER OF THE MT. PLEASANT BAPTIST CHURCH GROUNDS, 31 FEET SW OF
 HZ2538'THE SW CORNER OF THE CHURCH, 31 FEET EAST OF THE NE CORNER OF A
 HZ2538'BARN AND 16 FEET NNE OF A 26-INCH LOCUST TREE.  THE MARK IS FLUSH
 HZ2538'AND THE DISK IS STAMPED MT PLEASANT 1949.
 HZ2538'
 HZ2538'TT 18 DWP (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 50 FEET WEST
 HZ2538'OF THE NW CORNER OF THE CHURCH, 43 FEET SSE OF THE CENTERLINE OF
 HZ2538'STATE HWY. 22, 1-1/2 FEET NE OF A WIRE FENCE AND 13 FEET EAST OF A
 HZ2538'FENCE CORNER.  THE MARK IS A 5 X 5-INCH CONCRETE POST WITH A
 HZ2538'STANDARD USGS BRONZE DISK IN THE TOP STAMPED TT 18 DWP 1949.
 HZ2538'
 HZ2538'REFERENCE MARK NO. 1 IS 30 FEET SE OF THE SE CORNER OF THE CHURCH AND
 HZ2538'18 FEET NNW OF A LOCUST TREE WITH TWIN TRUNKS.  THE MONUMENT IS
 HZ2538'FLUSH WITH THE GROUND AND THE DISK IS STAMPED MT PLEASANT NO 1 1949.
 HZ2538'
 HZ2538'THE AZIMUTH MARK IS ABOUT 0.3 MILE NE OF THE STATION, 20 FEET SE OF
 HZ2538'THE APPROXIMATE CENTERLINE OF AN OLD FARM LANE (NO LONGER IN USE
 HZ2538'BUT PLAINLY VISIBLE), 20 FEET NNE OF A 36-INCH WALNUT TREE, 1 FOOT
 HZ2538'WEST OF A FENCE LINE AND 1-1/2 FEET NW OF A STEEL WITNESS POST
 HZ2538'WITH SIGN.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS
 HZ2538'STAMPED MT PLEASANT 1949.
 HZ2538'
 HZ2538'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NE ON STATE HIGHWAY 22
 HZ2538'FOR 0.2 MILE TO A LOW FRAME HOUSE ON THE RIGHT AND A DIRT DRIVEWAY
 HZ2538'RIGHT, WHICH LEADS THROUGH FIELDS TO A BARN.  TURN RIGHT ON THE
 HZ2538'DRIVEWAY AND FOLLOW IT FOR 0.15 MILE TO A LARGE WALNUT TREE ON THE
 HZ2538'LEFT AND THE MARK AS DESCRIBED.
 HZ2538'
 HZ2538'THE TO REACH FOR THE STATION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2090 ***********************************************************************
 GC2090  DESIGNATION -  MT PLEASANT
 GC2090  PID         -  GC2090
 GC2090  STATE/COUNTY-  KY/ALLEN
 GC2090  USGS QUAD   -  PETROLEUM (1994)
 GC2090
 GC2090                         *CURRENT SURVEY CONTROL
 GC2090  ___________________________________________________________________
 GC2090* NAD 83(1993)-  36 42 36.30691(N)    086 13 41.29195(W)     ADJUSTED  
 GC2090* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 GC2090  ___________________________________________________________________
 GC2090  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 GC2090  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GC2090
 GC2090  HORZ ORDER  -  THIRD
 GC2090
 GC2090.The horizontal coordinates were established by classical geodetic methods
 GC2090.and adjusted by the National Geodetic Survey in December 1995..
 GC2090
 GC2090.The orthometric height was scaled from a topographic map.
 GC2090
 GC2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2090
 GC2090.The geoid height was determined by GEOID03.
 GC2090
 GC2090;                    North         East     Units Scale Factor Converg.
 GC2090;SPC KY1Z     - 1,041,924.791 1,457,274.700   MT  1.00011020   -0 17 36.8
 GC2090;SPC KY1Z     - 3,418,381.59  4,781,075.41   sFT  1.00011020   -0 17 36.8
 GC2090;SPC KY S     -   541,917.737   457,279.219   MT  1.00000430   -0 17 23.9
 GC2090;SPC KY S     - 1,777,941.78  1,500,256.90   sFT  1.00000430   -0 17 23.9
 GC2090;SPC TN       -   263,733.929   579,615.028   MT  1.00006522   -0 08 00.8
 GC2090;SPC TN       -   865,267.07  1,901,620.30   sFT  1.00006522   -0 08 00.8
 GC2090;UTM  16      - 4,062,989.554   568,937.826   MT  0.99965855   +0 27 41.1
 GC2090
 GC2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2090!SPC KY1Z     -   0.99996719  x   1.00011020  =   1.00007739
 GC2090!SPC KY S     -   0.99996719  x   1.00000430  =   0.99997149
 GC2090!SPC TN       -   0.99996719  x   1.00006522  =   1.00003241
 GC2090!UTM  16      -   0.99996719  x   0.99965855  =   0.99962575
 GC2090
 GC2090|---------------------------------------------------------------------|
 GC2090| PID    Reference Object                     Distance      Geod. Az  |
 GC2090|                                                           dddmmss.s |
 GC2090| CG6148 MT PLEASANT RM 1                     18.102 METERS 15255     |
 GC2090| CG6149 MT PLEASANT RM 2                      6.468 METERS 25110     |
 GC2090| CG6150 MT PLEASANT RM 3                      6.471 METERS 25115     |
 GC2090| CG6147 MT PLEASANT AZ MK                                  2622442.7 |
 GC2090|---------------------------------------------------------------------|
 GC2090
 GC2090                          SUPERSEDED SURVEY CONTROL
 GC2090
 GC2090  NAD 83(1986)-  36 42 36.31640(N)    086 13 41.29660(W) AD(       ) 3
 GC2090  NAD 27      -  36 42 36.15600(N)    086 13 41.34600(W) AD(       ) 3
 GC2090
 GC2090.Superseded values are not recommended for survey control.
 GC2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2090.See file dsdata.txt to determine how the superseded data were derived.
 GC2090
 GC2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6893862990(NAD 83)
 GC2090_MARKER: DS = TRIANGULATION STATION DISK
 GC2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2090_STAMPING: MT PLEASANT 1950
 GC2090_MARK LOGO: CGS   
 GC2090
 GC2090  HISTORY     - Date     Condition        Report By
 GC2090  HISTORY     - 1950     MONUMENTED       CGS
 GC2090  HISTORY     - 1956     GOOD             CGS
 GC2090
 GC2090                          STATION DESCRIPTION
 GC2090
 GC2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2090'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF SCOTTSVILLE ON THE
 GC2090'GROUNDS OF THE MT. PLEASANT METHODIST CHURCH. IT IS 167 FEET
 GC2090'NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 52 FEET SOUTHEAST OF
 GC2090'THE CENTER OF U.S. HIGHWAY 31E, 8 FEET SOUTH OF A 40 INCH OAK TREE
 GC2090'AND 7 FEET SOUTHEAST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND
 GC2090'THE DISK IS STAMPED MT PLEASANT 1950.
 GC2090'
 GC2090'REFERENCE MARK NO.1 IS 129 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GC2090'THE CHURCH AND 22 FEET WEST OF KNIGHT FAMILY TOMBSTONE. THE
 GC2090'MARK IS FLUSH AND THE DISK IS STAMPED MT PLEASANT NO 1 1950.
 GC2090'
 GC2090'REFERENCE MARK NO.2 IS 43 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY
 GC2090'AND 22 FEET SOUTHWEST OF THE 40 INCH OAK TREE. THE MARK IS FLUSH AND
 GC2090'THE DISK IS STAMPED MT PLEASANT NO 2 1950.
 GC2090'
 GC2090'AZIMUTH MARK IS 131 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 GC2090'HOUSE, 34 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 31E, 14 FEET
 GC2090'SOUTHEAST OF A 50 INCH OAK TREE AND 3 FEET SOUTHEAST OF A WHITE
 GC2090'WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GC2090'STAMPED MT PLEASANT 1950.
 GC2090'
 GC2090'TO REACH THE STATION FROM THE ALLEN COUNTY COURT HOUSE IN
 GC2090'SCOTTSVILLE, GO SOUTHWEST ON U.S. HIGHWAY 31E FOR 3.9 MILES TO THE
 GC2090'CHURCH ON THE LEFT AND STATION AS DESCRIBED, CONTINUE WEST ON HIGHWAY
 GC2090'FOR 0.3 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2090'
 GC2090'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC2090
 GC2090                          STATION RECOVERY (1956)
 GC2090
 GC2090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 GC2090'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF SCOTTSVILLE ON THE
 GC2090'GROUNDS OF THE MT. PLEASANT METHODIST CHURCH. IT IS ON A NARROW STRIP
 GC2090'OF LAND BETWEEN THE DRIVE IN FRONT OF CHURCH AND THE HIGHWAY, 52 FEET
 GC2090'SOUTHEAST OF THE CENTER LINE OF HIGHWAY U.S. 31E, 17 FEET WEST OF
 GC2090'THE CENTER OF A SIDE ROAD SOUTH, 79.3 FEET WEST OF THE NORTHWEST
 GC2090'CORNER OF THE HINTON PLOT MARKER, THE MARK IS SET FLUSH WITH THE
 GC2090'GROUND AND THE DISK IS STAMPED MT PLEASANT 1950 1956.
 GC2090'
 GC2090'REFERENCE MARK NO.1 IS 59.39 FEET SOUTH SOUTHEAST OF STATION, 22 FEET
 GC2090'WEST OF THE KNIGHT TOMBSTONE, ON THE EAST EDGE OF THE ROAD SOUTH,
 GC2090'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED MT
 GC2090'PLEASANT NO 1 1950.
 GC2090'
 GC2090'REFERENCE MARK NO.3 IS 21.23 FEET SOUTHWEST OF THE STATION, 43 FEET
 GC2090'SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 100 FEET WEST SOUTHWEST
 GC2090'OF THE HINTON PLOT MARKER, THE MARK IS SET FLUSH, AND THE DISK IS
 GC2090'STAMPED MT PLEASANT 1950 1956, S 71 DEG 14 MIN 59 SEC W FROM STATION.
 GC2090'
 GC2090'AZIMUTH MARK IS 0.3 MILE WEST OF STATION, 34 FEET SOUTH OF THE CENTER
 GC2090'LINE OF U.S.HIGHWAY 31E, 131 FEET NORTHWEST OF THE NORTHWEST CORNER
 GC2090'OF A FRAME HOUSE, 3 FEET SOUTHEAST OF WHITE WITNESS POST, THE MARK IS
 GC2090'SET FLUSH AND THE DISK IS STAMPED MT PLEASANT 1950.
 GC2090'
 GC2090'TO REACH THE STATION FROM THE COURTHOUSE IN SCOTTSVILLE, GO SOUTHWEST
 GC2090'ON U.S.HIGHWAY 31E FOR 3.9 MILES TO THE CHURCH ON THE LEFT AS
 GC2090'DESCRIBED.
 GC2090'
 GC2090'THIS STATION WAS RECOVERED WITH THE SURFACE PUSHED OUT BY BULLDOZER,
 GC2090'AND REFERENCE MARK NO.2 HAD BEEN CUT OFF FLUSH WITH GROUND. SURFACE
 GC2090'MARK WAS RESET OVER THE ORIGINAL SUB MARK WHICH WAS LOWERED. A NEW
 GC2090'REFERENCE DISK WAS SET IN THE CONCRETE POST WHERE REFERENCE
 GC2090'MARK HAD BEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2771 ***********************************************************************
 GC2771  CBN         -  This is a Cooperative Base Network Control Station.
 GC2771  DESIGNATION -  MT PLEASANT RESET
 GC2771  PID         -  GC2771
 GC2771  STATE/COUNTY-  KY/ALLEN
 GC2771  USGS QUAD   -  PETROLEUM (1994)
 GC2771
 GC2771                         *CURRENT SURVEY CONTROL
 GC2771  ___________________________________________________________________
 GC2771* NAD 83(1993)-  36 42 36.30850(N)    086 13 41.28966(W)     ADJUSTED  
 GC2771* NAVD 88     -       239.2    (meters)     785.     (feet)  GPS OBS   
 GC2771  ___________________________________________________________________
 GC2771  X           -     336,777.955 (meters)                     COMP
 GC2771  Y           -  -5,108,368.882 (meters)                     COMP
 GC2771  Z           -   3,791,774.745 (meters)                     COMP
 GC2771  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 GC2771  ELLIP HEIGHT-         209.34  (meters)          (11/03/04) GPS OBS
 GC2771  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GC2771
 GC2771  HORZ ORDER  -  A
 GC2771  ELLP ORDER  -  THIRD     CLASS I
 GC2771
 GC2771.The horizontal coordinates were established by GPS observations
 GC2771.and adjusted by the National Geodetic Survey in November 2004..
 GC2771
 GC2771.The orthometric height was determined by GPS observations and a
 GC2771.high-resolution geoid model.
 GC2771
 GC2771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2771
 GC2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2771
 GC2771.The ellipsoidal height was determined by GPS observations
 GC2771.and is referenced to NAD 83.
 GC2771
 GC2771.The geoid height was determined by GEOID03.
 GC2771
 GC2771;                    North         East     Units Scale Factor Converg.
 GC2771;SPC KY1Z     - 1,041,924.840 1,457,274.757   MT  1.00011020   -0 17 36.8
 GC2771;SPC KY1Z     - 3,418,381.75  4,781,075.60   sFT  1.00011020   -0 17 36.8
 GC2771;SPC KY S     -   541,917.786   457,279.276   MT  1.00000430   -0 17 23.9
 GC2771;SPC KY S     - 1,777,941.94  1,500,257.09   sFT  1.00000430   -0 17 23.9
 GC2771;SPC TN       -   263,733.978   579,615.085   MT  1.00006522   -0 08 00.8
 GC2771;SPC TN       -   865,267.23  1,901,620.49   sFT  1.00006522   -0 08 00.8
 GC2771;UTM  16      - 4,062,989.603   568,937.882   MT  0.99965855   +0 27 41.1
 GC2771
 GC2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2771!SPC KY1Z     -   0.99996715  x   1.00011020  =   1.00007734
 GC2771!SPC KY S     -   0.99996715  x   1.00000430  =   0.99997145
 GC2771!SPC TN       -   0.99996715  x   1.00006522  =   1.00003237
 GC2771!UTM  16      -   0.99996715  x   0.99965855  =   0.99962571
 GC2771
 GC2771                          SUPERSEDED SURVEY CONTROL
 GC2771
 GC2771  NAD 83(1993)-  36 42 36.30707(N)    086 13 41.28866(W) AD(       ) B
 GC2771  ELLIP H (09/07/94)  209.38   (m)                       GP(       ) 4 1
 GC2771
 GC2771.Superseded values are not recommended for survey control.
 GC2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2771.See file dsdata.txt to determine how the superseded data were derived.
 GC2771
 GC2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6893862990(NAD 83)
 GC2771_MARKER: DS = TRIANGULATION STATION DISK
 GC2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2771_SP_SET: CONCRETE POST
 GC2771_STAMPING: MT PLEASANT 1950 1956
 GC2771_MARK LOGO: CGS   
 GC2771_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2771+STABILITY: SURFACE MOTION
 GC2771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2771+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2002
 GC2771
 GC2771  HISTORY     - Date     Condition        Report By
 GC2771  HISTORY     - 1956     MONUMENTED       CGS
 GC2771  HISTORY     - 19940120 GOOD             NGS
 GC2771  HISTORY     - 20010917 GOOD             KYDT
 GC2771  HISTORY     - 20020911 GOOD             KYDT
 GC2771  HISTORY     - 20021212 GOOD             WOOLPT
 GC2771
 GC2771                          STATION DESCRIPTION
 GC2771
 GC2771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GC2771'THE STATION IS LOCATED ABOUT 20 MI (32.2 KM) SOUTHEAST OF BOWLING
 GC2771'GREEN, 17 MI (27.4 KM) EAST OF INTERSTATE HIGHWAY 65 AND 4 MI
 GC2771'(6.4 KM) SOUTHWEST OF SCOTTSVILLE. OWNERSHIP--MT PLEASANT METHODIST
 GC2771'CHURCH.
 GC2771'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 231/31E
 GC2771'(BY-PASS) WITH STATE HIGHWAY 100 ABOUT 2.2 MI (3.5 KM) SOUTHWEST OF
 GC2771'SCOTTSVILLE, GO EAST ON HIGHWAY 100 FOR 0.4 MI (0.6 KM) TO OLD
 GC2771'HIGHWAY 31E. TURN RIGHT AND GO SOUTH ON HIGHWAY 31E FOR 2.2 MI
 GC2771'(3.5 KM) TO THE MT PLEASANT METHODIST CHURCH AND STATION ON THE LEFT.
 GC2771'THE STATION IS RECESSED 2 CM ON A NARROW STRIP OF LAND BETWEEN A DRIVE
 GC2771'IN FRONT OF THE CHURCH AND HIGHWAY 31E.  LOCATED 24.2 WEST FROM THE
 GC2771'NORTHWEST CORNER OF THE HINTON PLOT MARKER, 17.1 M (56.1 FT)
 GC2771'SOUTHWEST FROM A STOP SIGN, 15.8 M (51.8 FT) SOUTHEAST FROM THE
 GC2771'CENTERLINE OF HIGHWAY 31E, 5.18 M (16.99 FT) WEST FROM THE CENTER OF
 GC2771'KBROWN ROAD AND 0.5 M (1.6 FT) EAST-SOUTHEAST FROM A FIBERGLASS
 GC2771'WITNESS POST.
 GC2771
 GC2771                          STATION RECOVERY (2001)
 GC2771
 GC2771'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (DP)
 GC2771'RECOVERED IN GOOD CONDITION.
 GC2771
 GC2771                          STATION RECOVERY (2002)
 GC2771
 GC2771'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GC2771'MARK IS 5.5 FEET NORTHWEST OF NORTHWEST EDGE OF OLD ROAD, 1.5 FEET
 GC2771'EAST OF CARSONITE WITNESS POST.
 GC2771
 GC2771                          STATION RECOVERY (2002)
 GC2771
 GC2771'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 GC2771'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 GC2771' 
 GC2771''OLD HIGHWAY 31E'' NOW KNOWN AS STATE ROUTE 3500, AND IS THE ROAD
 GC2771'WHICH LEADS TO THE  CHURCH REFERENCED IN THE TO-REACH DESCRIPTION.
 GC2771' 
 GC2771'THE STATION IS 15.8 M (51.8 FT) SOUTHWEST - NOT SOUTHEAST - FROM THE
 GC2771'CL OF SR 3500.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1775 ***********************************************************************
 HY1775  DESIGNATION -  MT STERLING
 HY1775  PID         -  HY1775
 HY1775  STATE/COUNTY-  KY/MONTGOMERY
 HY1775  USGS QUAD   -  MOUNT STERLING (1979)
 HY1775
 HY1775                         *CURRENT SURVEY CONTROL
 HY1775  ___________________________________________________________________
 HY1775* NAD 83(1993)-  38 03 26.88809(N)    083 55 52.49385(W)     ADJUSTED  
 HY1775* NAVD 88     -       312.873  (meters)    1026.48   (feet)  ADJUSTED  
 HY1775  ___________________________________________________________________
 HY1775  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 HY1775  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 HY1775  DYNAMIC HT  -         312.647 (meters)    1025.74  (feet)  COMP
 HY1775  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 HY1775
 HY1775  HORZ ORDER  -  FIRST
 HY1775  VERT ORDER  -  SECOND    CLASS 0
 HY1775
 HY1775.The horizontal coordinates were established by classical geodetic methods
 HY1775.and adjusted by the National Geodetic Survey in December 1995..
 HY1775
 HY1775.The orthometric height was determined by differential leveling
 HY1775.and adjusted by the National Geodetic Survey in June 1991..
 HY1775
 HY1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1775
 HY1775.The geoid height was determined by GEOID03.
 HY1775
 HY1775.The dynamic height is computed by dividing the NAVD 88
 HY1775.geopotential number by the normal gravity value computed on the
 HY1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1775.degrees latitude (g = 980.6199 gals.).
 HY1775
 HY1775.The modeled gravity was interpolated from observed gravity values.
 HY1775
 HY1775;                    North         East     Units Scale Factor Converg.
 HY1775;SPC KY1Z     - 1,192,904.456 1,659,596.213   MT  0.99990992   +1 06 59.9
 HY1775;SPC KY1Z     - 3,913,720.70  5,444,858.58   sFT  0.99990992   +1 06 59.9
 HY1775;SPC KY N     -    61,925.490   527,974.479   MT  0.99998750   +0 11 53.8
 HY1775;SPC KY N     -   203,167.21  1,732,196.27   sFT  0.99998750   +0 11 53.8
 HY1775;SPC KY S     -   692,880.573   659,614.829   MT  1.00002501   +1 06 10.8
 HY1775;SPC KY S     - 2,273,225.68  2,164,086.32   sFT  1.00002501   +1 06 10.8
 HY1775;UTM  17      - 4,216,248.799   242,818.020   MT  1.00041470   -1 48 28.7
 HY1775;UTM  16      - 4,216,638.649   769,248.989   MT  1.00049296   +1 53 34.3
 HY1775
 HY1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1775!SPC KY1Z     -   0.99995606  x   0.99990992  =   0.99986598
 HY1775!SPC KY N     -   0.99995606  x   0.99998750  =   0.99994356
 HY1775!SPC KY S     -   0.99995606  x   1.00002501  =   0.99998107
 HY1775!UTM  17      -   0.99995606  x   1.00041470  =   1.00037074
 HY1775!UTM  16      -   0.99995606  x   1.00049296  =   1.00044900
 HY1775
 HY1775:                Primary Azimuth Mark                     Grid Az
 HY1775:SPC KY1Z     -  MT STERLING MUNICIPAL SPIPE              027 50 18.5
 HY1775:SPC KY N     -  MT STERLING MUNICIPAL SPIPE              028 45 24.6
 HY1775:SPC KY S     -  MT STERLING MUNICIPAL SPIPE              027 51 07.6
 HY1775:UTM  17      -  MT STERLING MUNICIPAL SPIPE              030 45 47.1
 HY1775:UTM  16      -  MT STERLING MUNICIPAL SPIPE              027 03 44.1
 HY1775
 HY1775|---------------------------------------------------------------------|
 HY1775| PID    Reference Object                     Distance      Geod. Az  |
 HY1775|                                                           dddmmss.s |
 HY1775| HY2450 MT STERLING MUNICIPAL SPIPE         APPROX. 1.6 KM 0285718.4 |
 HY1775| HY2145 MT STERLING RM 3                      6.004 METERS 05616     |
 HY1775| DB9792 MT STERLING AZ MK RESET                            0871312.7 |
 HY1775| HY2431 TRIPLE PEAKS NORTH                  APPROX.19.0 KM 0945035.7 |
 HY1775| HY2430 TRIPLE PEAKS CENTER                 APPROX.19.1 KM 0953317.7 |
 HY1775| DB9793 MT STERLING RM 2                     16.469 METERS 22025     |
 HY1775| HY1776 MT STERLING RM 1                     27.860 METERS 25650     |
 HY1775| HY2146 MT STERLING RM 4                     15.737 METERS 25832     |
 HY1775| HY2448 MT STERLING FIRST PRESB CH          APPROX. 1.1 KM 2621943.3 |
 HY1775| HY2449 MT STERLING MONTGOMERY CTHSE        APPROX. 1.0 KM 2672903.8 |
 HY1775|---------------------------------------------------------------------|
 HY1775
 HY1775                          SUPERSEDED SURVEY CONTROL
 HY1775
 HY1775  NAD 83(1986)-  38 03 26.89250(N)    083 55 52.50212(W) AD(       ) 1
 HY1775  NAD 27      -  38 03 26.60400(N)    083 55 52.78200(W) AD(       ) 1
 HY1775  NGVD 29 (??/??/92)  313.026  (m)         1026.99   (f) ADJ UNCH    2 0
 HY1775
 HY1775.Superseded values are not recommended for survey control.
 HY1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1775.See file dsdata.txt to determine how the superseded data were derived.
 HY1775
 HY1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4281816249(NAD 83)
 HY1775_MARKER: DS = TRIANGULATION STATION DISK
 HY1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1775_STAMPING: MT STERLING 1928 1026.986
 HY1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1775+STABILITY: SURFACE MOTION
 HY1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1775+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 HY1775
 HY1775  HISTORY     - Date     Condition        Report By
 HY1775  HISTORY     - 1928     MONUMENTED       CGS
 HY1775  HISTORY     - 1932     GOOD             KYHD
 HY1775  HISTORY     - 1934     GOOD             KYGS
 HY1775  HISTORY     - 1934     GOOD             CGS
 HY1775  HISTORY     - 1935     GOOD             CGS
 HY1775  HISTORY     - 1951     GOOD             CGS
 HY1775  HISTORY     - 1955     GOOD             NGS
 HY1775  HISTORY     - 1977     GOOD             NGS
 HY1775  HISTORY     - 20040316 GOOD             KYDT
 HY1775
 HY1775                          STATION DESCRIPTION
 HY1775
 HY1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (HWH)
 HY1775'STATION IS LOCATED IN THE ODD FELLOWS CEMETERY IN THE TOWN OF MOUNT
 HY1775'STERLING ON THE OLD FORT HILL.  THE MARK IS 21.8 METERS E OF THE
 HY1775'CENTER LINE OF THE BRIDGE THAT PASSES OVER THE STREET WHICH RUNS
 HY1775'MIDWAY THRU THE CEMETERY, 16.78 METERS S OF THE NE CORNER OF THE
 HY1775'INTERSECTION OF THE FENCE LINES.
 HY1775'
 HY1775'THE SURFACE MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE POST
 HY1775'ABOUT 12 INCHES SQUARE ON TOP, WITH THE TOP FLUSH WITH THE SURFACE.
 HY1775'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, 3
 HY1775'FEET BELOW THE SURFACE.
 HY1775'
 HY1775'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN A CONCRETE POST
 HY1775'ABOUT 12 INCHES SQUARE, LOCATED ABOUT 27 FEET E OF THE SW CORNER OF
 HY1775'THE BRIDGE MENTIONED ABOVE.  REFERENCE MARK NO.2 IS THE NE CORNER
 HY1775'OF THE PEDESTAL OF THE GRANITE TOMBSTONE WITH THE NAME BOGIE ON THE
 HY1775'E AND W FACES.
 HY1775'
 HY1775'HEIGHT OF SIGNAL ABOVE STATION MARK 13.6 METERS.
 HY1775
 HY1775                          STATION RECOVERY (1932)
 HY1775
 HY1775'RECOVERY NOTE BY KENTUCKY HIGHWAY DEPARTMENT 1932
 HY1775'STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 HY1775
 HY1775                          STATION RECOVERY (1934)
 HY1775
 HY1775'RECOVERY NOTE BY KENTUCKY GEODETIC SURVEY 1934
 HY1775'STATION IS IN EXCELLENT CONDITION AND THE DESCRIPTION SERVES TO
 HY1775'EASILY LOCATE BOTH THE STATION AND REFERENCE MARKS.
 HY1775
 HY1775                          STATION RECOVERY (1934)
 HY1775
 HY1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HWH)
 HY1775'STATION WAS RECOVERED, ALL MARKS FOUND IN GOOD CONDITION.
 HY1775
 HY1775                          STATION RECOVERY (1935)
 HY1775
 HY1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HY1775'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 HY1775'DESCRIBED BY H.W.H., AND AN ADDITIONAL REFERENCE MARK (AZIMUTH MARK)
 HY1775'WAS ESTABLISHED.  STATION IS IN THE ODD FELLOWS CEMETERY, ON OLD
 HY1775'FORT HILL, IN THE CITY OF MOUNT STERLING, KY.
 HY1775'
 HY1775'REFERENCE MARK NO.1 IS W OF THE STATION.  7 FEET W OF THE SW CORNER
 HY1775'OF OVERHEAD BRIDGE, AND FLUSH WITH THE GROUND, AND IS A STANDARD
 HY1775'BRONZE DISK SET IN CONCRETE.
 HY1775'
 HY1775'REFERENCE MARK NO.2 IS THE NE CORNER OF THE BASE OF THE GRANITE
 HY1775'TOMBSTONE WITH THE NAME BOGIE ON THE E AND W FACES OF IT.
 HY1775'
 HY1775'REFERENCE MARK (AZIMUTH MARK) (1935) IS A STANDARD BRONZE DISK SET IN
 HY1775'A CONCRETE CYLINDER AND IS E OF THE STATION ALONG STREET WHICH RUNS
 HY1775'JUST N OF THE STATION, AND 30 FEET S OF THE CENTER LINE OF SAME, 8
 HY1775'FEET SW OF A 10-INCH LOCUST TREE, 2 FEET S OF FENCE LINE.  0.35 MILE
 HY1775'BY ROAD FROM THE STATION, AND PROJECTS ABOUT 2 INCHES.
 HY1775'
 HY1775'C.W.A. TRAVERSE STATION 443 IS W OF THE STATION ON THE PROPERTY OF
 HY1775'MR. COCKRELL.  135 PACES N OF THE W END OF SPRING STREET.  ABOUT 150
 HY1775'YARDS E OF A LARGE BARN, AND IN THE SW CORNER OF A HAY FIELD.  IT IS
 HY1775'A CONCRETE MONUMENT WITH A STANDARD STATE SURVEY DISK SET IN THE
 HY1775'TOP THEREOF, AND FLUSH WITH THE GROUND.
 HY1775'
 HY1775'TO REACH THE STATION FROM THE E SIDE OF THE COURTHOUSE IN MOUNT
 HY1775'STERLING GO S FOR 0.05 MILE TO MAIN STREET.  CONTINUE S FOR 0.1 MILE
 HY1775'TO FIRST STREET INTERSECTION.  TURN LEFT AND GO 0.5 MILE TO GATE TO
 HY1775'CEMETERY ON RIGHT.  PASS THROUGH GATE AND FOLLOW ROADS TO LEFT TO
 HY1775'TOP OF HILL AT OVERHEAD BRIDGE AND STATION JUST E THEREOF.  THE
 HY1775'STATION MARK IS 84 FEET E OF THE SW CORNER OF OVERHEAD BRIDGE, IT
 HY1775'IS A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND WITH A STANDARD
 HY1775'DISK IN THE TOP THEREOF.
 HY1775'
 HY1775'NOTE--A WHITE SILO WITH CONICAL TOP TO THE SE IS THE ONLY NATURAL
 HY1775'OBJECT WHICH IS VISIBLE FROM THE GROUND.
 HY1775
 HY1775                          STATION RECOVERY (1951)
 HY1775
 HY1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 HY1775'THE STATION AND REFERENCE MARKS NO.1 AND NO.2 RECOVERED AND FOUND IN
 HY1775'GOOD CONDITION.  THE OLD AZIMUTH MARK WAS NOT VISIBLE FROM THE
 HY1775'GROUND AND WAS DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED BY
 HY1775'THIS PARTY.
 HY1775'
 HY1775'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HY1775'
 HY1775'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF THE COURTHOUSE IN MT
 HY1775'STERLING IN THE NORTHEAST CORNER OF THE SOUTH SECTION OF THE ODD
 HY1775'FELLOWS CEMETERY.  IT IS 84 FEET EAST OF THE CENTER OF SOUTH END OF
 HY1775'BRIDGE OVER STREET SEPARATING THE TWO SECTIONS OF THE CEMETERY AND
 HY1775'21 FEET NORTHEAST OF THE CENTER OF CURVE IN DRIVEWAY.  THE MARK IS
 HY1775'SET FLUSH WITH THE GROUND SURFACE AND THE DISK STAMPED MT STERLING
 HY1775'1928.
 HY1775'
 HY1775'REFERENCE MARK NO.1 IS 91.46 FEET WEST OF THE STATION, 7 FEET WEST OF
 HY1775'THE CENTER OF THE SOUTH END OF BRIDGE OVER STREET AND 5 FEET NORTH
 HY1775'OF THE CENTER OF DRIVEWAY.  THE MARK IS SET FLUSH WITH THE GROUND
 HY1775'SURFACE AND THE DISK STAMPED NO 1 1928.
 HY1775'
 HY1775'REFERENCE MARK NO.2 IS 54.02 FEET SOUTHWEST OF THE STATION.  THE
 HY1775'NORTHEAST CORNER OF THE BASE OF THE GRANITE TOMBSTONE WITH THE NAME
 HY1775'BOGIE ON THE EAST AND WEST FACE WAS USED AS REFERENCE MARK NO 2.
 HY1775'
 HY1775'THE AZIMUTH MARK IS ABOUT 0.6 MILE EAST OF THE STATION SET ON
 HY1775'PROPERTY OWNED BY MR. B.A. MCCARTY.  IT IS 67 FEET SOUTH OF THE
 HY1775'CENTER OF PAVED STREET, 7 FEET WEST OF CENTER OF PRIVATE DRIVEWAY AND
 HY1775'1 FOOT EAST OF FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 HY1775'THE DISK STAMPED MT. STERLING 1928 RESET 1951.
 HY1775'
 HY1775'TO REACH THE STATION FROM THE EAST SIDE OF THE COURTHOUSE IN MT
 HY1775'STERLING, GO SOUTH FOR 0.05 MILE TO MAIN STREET, CONTINUE SOUTH FOR
 HY1775'0.1 MILE TO FIRST STREET INTERSECTION, TURN LEFT AND GO EAST FOR 0.5
 HY1775'MILE TO ENTRANCE TO THE ODD FELLOWS CEMETERY ON THE RIGHT, TURN
 HY1775'RIGHT INTO CEMETERY AND FOLLOW DRIVEWAY AROUND CEMETERY TO NORTHEAST
 HY1775'CORNER AND STATION AS DESCRIBED.
 HY1775'
 HY1775'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EAST ON PAVED
 HY1775'ROAD FOR 0.75 MILE TO DRIVEWAY INTO THE YARD OF MR. B.A. MCCARTY AND
 HY1775'MARK AS DESCRIBED.
 HY1775'
 HY1775'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS
 HY1775
 HY1775                          STATION RECOVERY (1955)
 HY1775
 HY1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 HY1775'AT MT STERLING.
 HY1775'0.5 MILE EAST ALONG EAST LOCUST STREET AT INTERSECTION WITH
 HY1775'MAYSVILLE STREET, THENCE SOUTH INTO ENTRANCE TO CEMETERY, AND
 HY1775'FOLLOW CIRCULAR DRIVE TO SIGN, TO BRIDGE, GO NORTH AS PER SIGN
 HY1775'TO BRIDGE, 72.4 FEET EAST SOUTHEAST OF CENTER OF BRIDGE,
 HY1775'45.8 FEET SOUTH OF THE CENTR OF LOCUST STREET, 20.2 FEET
 HY1775'NORTHEAST OF CURVE IN CEMETERY DRIVE, 5.8 FEET SOUTH OF FENCE,
 HY1775'1 FOOT BELOW THE LEVEL OF DRIVE.
 HY1775
 HY1775                          STATION RECOVERY (1977)
 HY1775
 HY1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HY1775'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 HY1775'GOOD CONDITION.  REFERENCE MARK 2 (CORNER OF TOMBSTONE) IS CHIPPING
 HY1775'AWAY.  REFERENCE MARK 1 NOW OBSTRUCTED TO THE STATION BY A TREE.
 HY1775'THE LINE OF SIGHT OF THE AZIMUTH MARK IS ALSO OBSTRUCTED BY TREES.
 HY1775'REFERENCE MARKS 3 AND 4 WERE SET USING THE CHURCH SPIRE.  A NEW
 HY1775'DESCRIPTION FOLLOWS--
 HY1775'
 HY1775'THE STATION IS LOCATED ABOUT 3/4 MILE EAST OF THE MAIN SECTION OF
 HY1775'MT. STERLING, IN THE NORTHEAST SECTION OF THE SOUTH SECTION OF THE
 HY1775'ODD FELLOWS CEMETERY, 73 FEET EAST OF THE CENTER OF A BRIDGE OVER
 HY1775'LOCUST STREET, 20 FEET NORTHEAST OF THE CENTERLINE OF A PAVED
 HY1775'DRIVEWAY AT CURVE, 6 FEET SOUTH OF A FENCE AND 2 FEET NORTHEAST OF
 HY1775'THE NORTHEAST CORNER OF A TOMBSTONE JANET SETTERS JULY 21
 HY1775'1955 JULY 22 1955.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HY1775'MT. STERLING 1928.
 HY1775'
 HY1775'REFERENCE MARK 1 IS 18 FEET WEST OF THE CENTER OF THE BRIDGE, 6
 HY1775'INCHES SOUTH OF A FENCE, 6 FEET WEST OF AN 18 INCH MAPLE TREE AND 7
 HY1775'FEET NORTH OF THE CENTERLINE OF A PAVED DRIVEWAY.  THE MONUMENT IS
 HY1775'FLUSH AND THE DISK IS STAMPED MT. STERLING NO 1 1928.
 HY1775'
 HY1775'REFERENCE MARK 2 IS THE NORTHEAST CORNER OF THE BASE OF A GRANITE
 HY1775'TOMBSTONE WITH THE NAME BOGIE ON THE EAST AND WEST FACE.
 HY1775'
 HY1775'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 HY1775'MAGNETS, STAMPED MT STERLING 1928 NO 3 1977, PROJECTING 1 INCH, 7
 HY1775'FEET EAST OF A 24 INCH MAPLE TREE, 6 INCHES SOUTH OF A FENCE AND 8
 HY1775'FEET NORTHWEST OF THE CENTER OF A TOMBSTONE JAMES GARY MANLEY MAY
 HY1775'27 1946 MAY 28 1946.
 HY1775'
 HY1775'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 HY1775'MAGNETS, STAMPED MT STERLING 1928 NO 4 1977, FLUSH WITH THE GROUND,
 HY1775'8 FEET NORTH OF THE CENTERLINE OF THE DRIVE, 6 INCHES SOUTH OF THE
 HY1775'FENCE, 20 FEET EAST OF THE CENTERLINE OF THE BRIDGE AND 7 FEET
 HY1775'EAST OF A 14 INCH MAPLE TREE.
 HY1775'
 HY1775'THE AZIMUTH MARK IS 0.75 MILE EAST ALONG LOCUST STREET, 67 FEET SOUTH
 HY1775'OF THE CENTERLINE OF THE STREET AND 7 FEET WEST OF THE CENTERLINE OF
 HY1775'A PRIVATE DRIVEWAY.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 HY1775'IS STAMPED MT STERLING 1928 RESET 1951.
 HY1775'
 HY1775'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MT. STERLING.
 HY1775'
 HY1775'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HY1775
 HY1775                          STATION RECOVERY (2004)
 HY1775
 HY1775'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1775'MARK IS 1.6 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF JANET SEITERS
 HY1775'TOMBSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2448 ***********************************************************************
 HY2448  DESIGNATION -  MT STERLING FIRST PRESB CH
 HY2448  PID         -  HY2448
 HY2448  STATE/COUNTY-  KY/MONTGOMERY
 HY2448  USGS QUAD   -  MOUNT STERLING (1979)
 HY2448
 HY2448                         *CURRENT SURVEY CONTROL
 HY2448  ___________________________________________________________________
 HY2448* NAD 83(1993)-  38 03 21.98613(N)    083 56 38.49676(W)     ADJUSTED  
 HY2448* NAVD 88     -                                                        
 HY2448  ___________________________________________________________________
 HY2448  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 HY2448  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HY2448
 HY2448  HORZ ORDER  -  THIRD
 HY2448
 HY2448.The horizontal coordinates were established by classical geodetic methods
 HY2448.and adjusted by the National Geodetic Survey in December 1995..
 HY2448
 HY2448
 HY2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2448
 HY2448.The geoid height was determined by GEOID03.
 HY2448
 HY2448;                    North         East     Units Scale Factor Converg.
 HY2448;SPC KY1Z     - 1,192,731.581 1,658,477.952   MT  0.99990984   +1 06 31.7
 HY2448;SPC KY1Z     - 3,913,153.53  5,441,189.75   sFT  0.99990984   +1 06 31.7
 HY2448;SPC KY N     -    61,770.549   526,853.504   MT  0.99998767   +0 11 25.2
 HY2448;SPC KY N     -   202,658.88  1,728,518.54   sFT  0.99998767   +0 11 25.2
 HY2448;UTM  17      - 4,216,133.146   241,691.822   MT  1.00042185   -1 48 56.9
 HY2448;UTM  16      - 4,216,450.532   768,132.526   MT  1.00048557   +1 53 05.7
 HY2448
 HY2448                          SUPERSEDED SURVEY CONTROL
 HY2448
 HY2448  NAD 83(1986)-  38 03 21.99078(N)    083 56 38.50494(W) AD(       ) 4
 HY2448  NAD 27      -  38 03 21.70200(N)    083 56 38.78500(W) AD(       ) 3
 HY2448
 HY2448.Superseded values are not recommended for survey control.
 HY2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2448.See file dsdata.txt to determine how the superseded data were derived.
 HY2448
 HY2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4169216133(NAD 83)
 HY2448_MARKER: 90 = CHURCH SPIRE
 HY2448
 HY2448  HISTORY     - Date     Condition        Report By
 HY2448  HISTORY     - 1951     FIRST OBSERVED   CGS
 HY2448
 HY2448                          STATION DESCRIPTION
 HY2448
 HY2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 HY2448'THE STATION IS LOCATED ON THE NORTH SIDE OF MAIN STREET NEAR THE
 HY2448'CENTER OF MT. STERLING.  IT IS AN OCTAGONAL SPIRE, COVERED WITH DARK
 HY2448'SLATE AND IS ABOUT 100 FEET HIGH.  THE POINT OF INTERSECTION WAS THE
 HY2448'BASE OF THE WEATHERVANE AT THE TOP OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2449 ***********************************************************************
 HY2449  DESIGNATION -  MT STERLING MONTGOMERY CTHSE
 HY2449  PID         -  HY2449
 HY2449  STATE/COUNTY-  KY/MONTGOMERY
 HY2449  USGS QUAD   -  MOUNT STERLING (1979)
 HY2449
 HY2449                         *CURRENT SURVEY CONTROL
 HY2449  ___________________________________________________________________
 HY2449* NAD 83(1993)-  38 03 25.45928(N)    083 56 33.56743(W)     ADJUSTED  
 HY2449* NAVD 88     -                                                        
 HY2449  ___________________________________________________________________
 HY2449  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 HY2449  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HY2449
 HY2449  HORZ ORDER  -  THIRD
 HY2449
 HY2449.The horizontal coordinates were established by classical geodetic methods
 HY2449.and adjusted by the National Geodetic Survey in December 1995..
 HY2449
 HY2449
 HY2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2449
 HY2449.The geoid height was determined by GEOID03.
 HY2449
 HY2449;                    North         East     Units Scale Factor Converg.
 HY2449;SPC KY1Z     - 1,192,840.963 1,658,596.018   MT  0.99990989   +1 06 34.7
 HY2449;SPC KY1Z     - 3,913,512.39  5,441,577.10   sFT  0.99990989   +1 06 34.7
 HY2449;SPC KY N     -    61,878.034   526,973.318   MT  0.99998755   +0 11 28.3
 HY2449;SPC KY N     -   203,011.52  1,728,911.63   sFT  0.99998755   +0 11 28.3
 HY2449;UTM  17      - 4,216,236.415   241,815.379   MT  1.00042107   -1 48 54.0
 HY2449;UTM  16      - 4,216,561.568   768,249.167   MT  1.00048634   +1 53 08.9
 HY2449
 HY2449                          SUPERSEDED SURVEY CONTROL
 HY2449
 HY2449  NAD 83(1986)-  38 03 25.46383(N)    083 56 33.57553(W) AD(       ) 4
 HY2449  NAD 27      -  38 03 25.17500(N)    083 56 33.85700(W) AD(       ) 3
 HY2449
 HY2449.Superseded values are not recommended for survey control.
 HY2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2449.See file dsdata.txt to determine how the superseded data were derived.
 HY2449
 HY2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4181516236(NAD 83)
 HY2449_MARKER: 55 = TOWER
 HY2449
 HY2449  HISTORY     - Date     Condition        Report By
 HY2449  HISTORY     - 1951     FIRST OBSERVED   CGS
 HY2449
 HY2449                          STATION DESCRIPTION
 HY2449
 HY2449'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 HY2449'THE STATION IS LOCATED AT THE CENTER OF MT. STERLING.  IT IS A 4
 HY2449'SIDED, RED BRICK TOWER, WITH A SLATE ROOF AND HAS A CLOCK ON EACH
 HY2449'SIDE.  THE TOWER IS PART OF THE COURT HOUSE CONSTRUCTION AND IS ABOUT
 HY2449'90 FEET HIGH.  THE POINT OF INTERSECTION WAS A PEAR SHAPED OBJECT AT
 HY2449'THE APEX OF THE ROOF OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2450 ***********************************************************************
 HY2450  DESIGNATION -  MT STERLING MUNICIPAL SPIPE
 HY2450  PID         -  HY2450
 HY2450  STATE/COUNTY-  KY/MONTGOMERY
 HY2450  USGS QUAD   -  MOUNT STERLING (1979)
 HY2450
 HY2450                         *CURRENT SURVEY CONTROL
 HY2450  ___________________________________________________________________
 HY2450* NAD 83(1993)-  38 04 12.98944(N)    083 55 20.22763(W)     ADJUSTED  
 HY2450* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 HY2450  ___________________________________________________________________
 HY2450  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 HY2450  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HY2450
 HY2450  HORZ ORDER  -  THIRD
 HY2450
 HY2450.The horizontal coordinates were established by classical geodetic methods
 HY2450.and adjusted by the National Geodetic Survey in December 1995..
 HY2450
 HY2450.The orthometric height was scaled from a topographic map.
 HY2450
 HY2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2450
 HY2450.The geoid height was determined by GEOID03.
 HY2450
 HY2450;                    North         East     Units Scale Factor Converg.
 HY2450;SPC KY1Z     - 1,194,340.850 1,660,354.771   MT  0.99991065   +1 07 19.7
 HY2450;SPC KY1Z     - 3,918,433.27  5,447,347.28   sFT  0.99991065   +1 07 19.7
 HY2450;SPC KY N     -    63,349.651   528,756.021   MT  0.99998594   +0 12 13.9
 HY2450;SPC KY N     -   207,839.65  1,734,760.38   sFT  0.99998594   +0 12 13.9
 HY2450;UTM  17      - 4,217,645.316   243,649.300   MT  1.00040944   -1 48 10.6
 HY2450;UTM  16      - 4,218,086.038   769,988.443   MT  1.00049787   +1 53 56.2
 HY2450
 HY2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2450!SPC KY1Z     -   0.99995183  x   0.99991065  =   0.99986248
 HY2450!SPC KY N     -   0.99995183  x   0.99998594  =   0.99993777
 HY2450!UTM  17      -   0.99995183  x   1.00040944  =   1.00036125
 HY2450!UTM  16      -   0.99995183  x   1.00049787  =   1.00044968
 HY2450
 HY2450                          SUPERSEDED SURVEY CONTROL
 HY2450
 HY2450  NAD 83(1986)-  38 04 12.99461(N)    083 55 20.23543(W) AD(       ) 4
 HY2450  NAD 27      -  38 04 12.71000(N)    083 55 20.51500(W) AD(       ) 3
 HY2450
 HY2450.Superseded values are not recommended for survey control.
 HY2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2450.See file dsdata.txt to determine how the superseded data were derived.
 HY2450
 HY2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4364917645(NAD 83)
 HY2450_MARKER: 89 = SPIRE
 HY2450
 HY2450  HISTORY     - Date     Condition        Report By
 HY2450  HISTORY     - 1928     FIRST OBSERVED   CGS
 HY2450  HISTORY     - 1951     GOOD             CGS
 HY2450
 HY2450                          STATION DESCRIPTION
 HY2450
 HY2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 HY2450'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF MT. STERLING, 1/2
 HY2450'MILE SOUTHEAST OF U.S. HIGHWAY 60, 1/4 MILE SOUTHEAST OF THE C. AND
 HY2450'O. , RAILROAD TRACKS AND 50 FEET NORTH OF THE CENTER OF A PAVED ROAD.
 HY2450'IT IS A STEEL STANDPIPE, ABOUT 125 FEET HIGH, 20 FEET IN DIAMETER
 HY2450'AND IS PAINTED WHITE.  THE POINT OF INTERSECTION WAS THE CENTER OF
 HY2450'THE TOP OF THE TANK.
 HY2450'
 HY2450'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 460,
 HY2450'ONE BLOCK SOUTH OF THE MONTGOMERY COUNTY COURT HOUSE IN MT.
 HY2450'STERLING, GO NORTHEAST ON HIGHWAY 60 FOR 0.75 MILE TO A PAVED T ROAD
 HY2450'RIGHT, TURN RIGHT ACROSS RAIL ROAD TRACKS, THEN LEFT ON PAVED ROAD
 HY2450'AND GO NORTHEAST FOR 0.7 MILE TO THE TOP OF A HILL AND THE STATION
 HY2450'ON THE LEFT AS DESCRIBED.
 HY2450'
 HY2450'PROBABLY THE SAME STATION AS LOCATED IN 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1776 ***********************************************************************
 HY1776  CBN         -  This is a Cooperative Base Network Control Station.
 HY1776  DESIGNATION -  MT STERLING RM 1
 HY1776  PID         -  HY1776
 HY1776  STATE/COUNTY-  KY/MONTGOMERY
 HY1776  USGS QUAD   -  MOUNT STERLING (1979)
 HY1776
 HY1776                         *CURRENT SURVEY CONTROL
 HY1776  ___________________________________________________________________
 HY1776* NAD 83(1993)-  38 03 26.68230(N)    083 55 53.60662(W)     ADJUSTED  
 HY1776* NAVD 88     -       313.580  (meters)    1028.80   (feet)  ADJUSTED  
 HY1776  ___________________________________________________________________
 HY1776  X           -     531,618.622 (meters)                     COMP
 HY1776  Y           -  -5,000,545.188 (meters)                     COMP
 HY1776  Z           -   3,910,636.695 (meters)                     COMP
 HY1776  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 HY1776  ELLIP HEIGHT-         280.75  (meters)          (11/03/04) GPS OBS
 HY1776  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 HY1776  DYNAMIC HT  -         313.354 (meters)    1028.06  (feet)  COMP
 HY1776  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 HY1776
 HY1776  HORZ ORDER  -  B
 HY1776  VERT ORDER  -  SECOND    CLASS 0
 HY1776  ELLP ORDER  -  THIRD     CLASS I
 HY1776
 HY1776.The horizontal coordinates were established by GPS observations
 HY1776.and adjusted by the National Geodetic Survey in September 1994..
 HY1776
 HY1776.The orthometric height was determined by differential leveling
 HY1776.and adjusted by the National Geodetic Survey in June 1991..
 HY1776.WARNING-Repeat measurements at this control monument indicate possible
 HY1776.vertical movement.
 HY1776
 HY1776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY1776
 HY1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY1776
 HY1776.The ellipsoidal height was determined by GPS observations
 HY1776.and is referenced to NAD 83.
 HY1776
 HY1776.The geoid height was determined by GEOID03.
 HY1776
 HY1776.The dynamic height is computed by dividing the NAVD 88
 HY1776.geopotential number by the normal gravity value computed on the
 HY1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1776.degrees latitude (g = 980.6199 gals.).
 HY1776
 HY1776.The modeled gravity was interpolated from observed gravity values.
 HY1776
 HY1776;                    North         East     Units Scale Factor Converg.
 HY1776;SPC KY1Z     - 1,192,897.584 1,659,569.216   MT  0.99990991   +1 06 59.2
 HY1776;SPC KY1Z     - 3,913,698.16  5,444,770.00   sFT  0.99990991   +1 06 59.2
 HY1776;SPC KY N     -    61,919.051   527,947.374   MT  0.99998751   +0 11 53.1
 HY1776;SPC KY N     -   203,146.09  1,732,107.34   sFT  0.99998751   +0 11 53.1
 HY1776;UTM  17      - 4,216,243.311   242,790.694   MT  1.00041487   -1 48 29.3
 HY1776;UTM  16      - 4,216,631.408   769,222.072   MT  1.00049278   +1 53 33.6
 HY1776
 HY1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY1776!SPC KY1Z     -   0.99995595  x   0.99990991  =   0.99986586
 HY1776!SPC KY N     -   0.99995595  x   0.99998751  =   0.99994346
 HY1776!UTM  17      -   0.99995595  x   1.00041487  =   1.00037080
 HY1776!UTM  16      -   0.99995595  x   1.00049278  =   1.00044871
 HY1776
 HY1776                          SUPERSEDED SURVEY CONTROL
 HY1776
 HY1776  ELLIP H (09/07/94)  280.73   (m)                       GP(       ) 4 1
 HY1776  NAVD 88 (09/07/94)  313.58   (m)         1028.8    (f) LEVELING    3  
 HY1776  NGVD 29 (??/??/92)  313.734  (m)         1029.31   (f) ADJ UNCH    2 0
 HY1776
 HY1776.Superseded values are not recommended for survey control.
 HY1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1776.See file dsdata.txt to determine how the superseded data were derived.
 HY1776
 HY1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC4279116243(NAD 83)
 HY1776_MARKER: DR = REFERENCE MARK DISK
 HY1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1776_SP_SET: CONCRETE POST
 HY1776_STAMPING: NO 1 1928 1029.309
 HY1776_MARK LOGO: CGS   
 HY1776_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1776+STABILITY: SURFACE MOTION
 HY1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY1776+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 HY1776
 HY1776  HISTORY     - Date     Condition        Report By
 HY1776  HISTORY     - 1928     MONUMENTED       CGS
 HY1776  HISTORY     - 1955     GOOD             NGS
 HY1776  HISTORY     - 19551001 GOOD             LOWE
 HY1776  HISTORY     - 19930929 GOOD             NGS
 HY1776  HISTORY     - 20011005 GOOD             KYDT
 HY1776  HISTORY     - 20011005 GOOD             KYDT
 HY1776  HISTORY     - 20040316 GOOD             KYDT
 HY1776
 HY1776                          STATION DESCRIPTION
 HY1776
 HY1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY1776'AT MT STERLING.
 HY1776'0.5 MILE EAST ALONG EAST LOCUST STREET FROM INTERSECTION WITH
 HY1776'MAYSVILLE STREET, THENCE SOUTH INTO ENTRANCE TO CEMETERY, AND
 HY1776'FOLLOW CIRCULAR DRIVE TO SIGN, TO BRIDGE, GO NORTH AS PER SIGN
 HY1776'TO BRIDGE, 40.4 FEET SOUTH OF THE CENTER OF LOCUST STREET, 19.2
 HY1776'FEET WEST OF THE CENTER LINE OF BRIDGE, 8.5 FEET NORTH OF THE
 HY1776'CENTER OF THE CEMETERY DRIVE, UNDER THE FENCE, ABOUT LEVEL WITH
 HY1776'THE DRIVE.
 HY1776
 HY1776                          STATION RECOVERY (1955)
 HY1776
 HY1776'RECOVERY NOTE BY LOWE ENGINEERS 1955 (GRP)
 HY1776'RECOVERED AS DESCRIBED.
 HY1776
 HY1776                          STATION RECOVERY (1993)
 HY1776
 HY1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HY1776'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) EAST OF WINCHESTER,
 HY1776'15.0 MI (24.1 KM) NORTH OF CLAY CITY, 0.5 MI (0.8 KM) EAST OF THE
 HY1776'COUTHOUSE IN MT STERLING IN THE NORTHEAST CORNER OF THE SOUTH SECTION
 HY1776'OF THE ODD FELLOWS CEMETERY. OWNERSHIP--ODD FELLOWS, P.O. BOX 784, MT
 HY1776'STERLING KY 40353, CONTACT--TOM PARKER, PHONE--606-498-3804 FOR ENTRY
 HY1776'INTO CEMETERY AFTER 5 PM, DRIVEWAY HAS A CHAIN AND PADLOCK BETWEEN 5
 HY1776'PM AND 8 AM.
 HY1776'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 64, U.S.
 HY1776'HIGHWAY 460 WEST AND STATE HIGHWAY 11, (EXIT 110) GO SOUTH ON STATE
 HY1776'HIGHWAY 11 AND U.S. HIGHWAY 460 (MAYSVILLE RD) FOR 1.5 MI (2.4 KM) TO
 HY1776'THE COURTHOUSE ON THE RIGHT IN MT STERLING, CONTINUE AHEAD 0.05 MI
 HY1776'(0.08 KM) SOUTH TO MAIN STREET, CONTINUE AHEAD SOUTH 0.1 MI (0.2 KM)
 HY1776'TO LOCUST STREET, TURN LEFT AND GO EAST ON LOCUST STREET 0.5 MI
 HY1776'(0.8 KM) TO THE ODD FELLOWS CEMETERY AND THE STATION ON THE RIGHT
 HY1776'JUST BEFORE THE BRIDGE OVER LOCUST STREET.
 HY1776'THE STATION IS ABOUT 7.0 M (23.0 FT) ABOVE LOCUST STREET.  LOCATED
 HY1776'12.4 M (40.7 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF LOCUST
 HY1776'STREET, 11.0 M (36.1 FT) NORTH-NORTHWEST FROM THE NORTH END OF A 5
 HY1776'FOOT (1.5 M) HIGH HAZELRIG HEADSTONE, 3.4 M (11.2 FT) WEST-SOUTHWEST
 HY1776'FROM THE SOUTHWEST CORNER OF THE BRIDGE, 2.7 M (8.9 FT)
 HY1776'NORTH-NORTHWEST FROM CENTERLINE OF PAVED ROAD AND 0.65 M (2.13 FT)
 HY1776'SOUTH-SOUTHEST FROM A WITNESS POST.
 HY1776'NOTE, PARKING IS HAD THROUGH CEMETERY.
 HY1776
 HY1776                          STATION RECOVERY (2001)
 HY1776
 HY1776'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (LN)
 HY1776'RECOVERED IN GOOD CONDITION.
 HY1776
 HY1776                          STATION RECOVERY (2001)
 HY1776
 HY1776'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (CSM)
 HY1776'RECOVERED AS DESCRIBED.
 HY1776
 HY1776                          STATION RECOVERY (2004)
 HY1776
 HY1776'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY1776'MARK IS 0.8 FEET EAST-NORTHEAST OF A 2 FOOT TALL WOODEN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2145 ***********************************************************************
 HY2145  DESIGNATION -  MT STERLING RM 3
 HY2145  PID         -  HY2145
 HY2145  STATE/COUNTY-  KY/MONTGOMERY
 HY2145  USGS QUAD   -  MOUNT STERLING (1979)
 HY2145
 HY2145                         *CURRENT SURVEY CONTROL
 HY2145  ___________________________________________________________________
 HY2145* NAD 83(1986)-  38 03 26.     (N)    083 55 52.     (W)     SCALED    
 HY2145* NAVD 88     -       312.14   (meters)    1024.1    (feet)  RESET     
 HY2145  ___________________________________________________________________
 HY2145  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 HY2145
 HY2145  VERT ORDER  -  THIRD
 HY2145
 HY2145.The horizontal coordinates were scaled from a topographic map and have
 HY2145.an estimated accuracy of +/- 6 seconds.
 HY2145
 HY2145.The orthometric height was computed from unverified reset data.
 HY2145.No vertical observational check was made to the station.
 HY2145
 HY2145.The geoid height was determined by GEOID03.
 HY2145
 HY2145;                    North         East    Units  Estimated Accuracy
 HY2145;SPC KY1Z     - 1,192,880.    1,659,610.      MT  (+/- 180 meters Scaled)
 HY2145
 HY2145                          SUPERSEDED SURVEY CONTROL
 HY2145
 HY2145  NGVD 29 (10/08/05)  312.29   (m)         1024.6    (f) RESET       3  
 HY2145
 HY2145.Superseded values are not recommended for survey control.
 HY2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2145.See file dsdata.txt to determine how the superseded data were derived.
 HY2145
 HY2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC428162(NAD 83)
 HY2145_MARKER: DR = REFERENCE MARK DISK
 HY2145_SETTING: 0 = UNSPECIFIED SETTING
 HY2145_STAMPING: MT STERLING 1928 NO 3 1977
 HY2145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2145
 HY2145  HISTORY     - Date     Condition        Report By
 HY2145  HISTORY     - 1977     MONUMENTED       NGS
 HY2145  HISTORY     - 20040316 MARK NOT FOUND   KYDT
 HY2145
 HY2145                          STATION DESCRIPTION
 HY2145
 HY2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 HY2145'IN MT STERLING.
 HY2145'LOCATED IN THE NORTHEAST EDGE OF THE SOUTH SECTION OF THE OLD
 HY2145'FELLOWS CEMETARY, 0.75 MILE EAST OF THE CENTER OF MT STERLING,
 HY2145'IN TOP OF A PRE-CAST ALUMINUM REFERENCE MONUMENT WITH MAGNETS,
 HY2145'7 FEET EAST OF A 24-INCH MAPLE TREE, 6 INCHES SOUTH OF A FENCE,
 HY2145'8 FEET NORTHWEST OF THE CENTER OF A TOMBSTONE JAMES GARY MANLEY
 HY2145'MAY 27 1946 MAY 28 1946, AND ABOUT 80 FEET EAST OF THE CENTER OF
 HY2145'THE BRIDGE BETWEEN THE 2 SECTIONS OF THE CEMENTERY.
 HY2145
 HY2145                          STATION RECOVERY (2004)
 HY2145
 HY2145'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY2145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY2146 ***********************************************************************
 HY2146  DESIGNATION -  MT STERLING RM 4
 HY2146  PID         -  HY2146
 HY2146  STATE/COUNTY-  KY/MONTGOMERY
 HY2146  USGS QUAD   -  MOUNT STERLING (1979)
 HY2146
 HY2146                         *CURRENT SURVEY CONTROL
 HY2146  ___________________________________________________________________
 HY2146* NAD 83(1986)-  38 03 26.     (N)    083 55 52.     (W)     SCALED    
 HY2146* NAVD 88     -       313.58   (meters)    1028.8    (feet)  RESET     
 HY2146  ___________________________________________________________________
 HY2146  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 HY2146
 HY2146  VERT ORDER  -  THIRD
 HY2146
 HY2146.The horizontal coordinates were scaled from a topographic map and have
 HY2146.an estimated accuracy of +/- 6 seconds.
 HY2146
 HY2146.The orthometric height was computed from unverified reset data.
 HY2146.No vertical observational check was made to the station.
 HY2146
 HY2146.The geoid height was determined by GEOID03.
 HY2146
 HY2146;                    North         East    Units  Estimated Accuracy
 HY2146;SPC KY1Z     - 1,192,880.    1,659,610.      MT  (+/- 180 meters Scaled)
 HY2146
 HY2146                          SUPERSEDED SURVEY CONTROL
 HY2146
 HY2146  NGVD 29 (10/08/05)  313.73   (m)         1029.3    (f) RESET       3  
 HY2146
 HY2146.Superseded values are not recommended for survey control.
 HY2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2146.See file dsdata.txt to determine how the superseded data were derived.
 HY2146
 HY2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC428162(NAD 83)
 HY2146_MARKER: DR = REFERENCE MARK DISK
 HY2146_SETTING: 0 = UNSPECIFIED SETTING
 HY2146_STAMPING: MT STERLING 1928 NO 4 1977
 HY2146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY2146+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 HY2146
 HY2146  HISTORY     - Date     Condition        Report By
 HY2146  HISTORY     - 1977     MONUMENTED       NGS
 HY2146  HISTORY     - 20040316 GOOD             KYDT
 HY2146
 HY2146                          STATION DESCRIPTION
 HY2146
 HY2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 HY2146'IN MT STERLING.
 HY2146'LOCATED IN THE NORTHEAST EDGE OF THE SOUTH OF THE ODD FELLOWS
 HY2146'CEMETERY, 0.7 MILE EAST OF THE CENTER OF MT STERLING, IN TOP OF A
 HY2146'PRE-CAST ALUMINUM MONUMENT, WITH MAGNETS, 8 FEET NORTH OF THE
 HY2146'CENTERLINE OF PAVED DRIVE, 6 INCHES SOUTH OF A FENCE, 20 FEET EAST
 HY2146'OF THE CENTER OF A BRIDGE BETWEEN HE 2 SECTIONS OF THE CEMETERY,
 HY2146'AND 7 FEET EAST OF A 14-INCH MAPLE TREE.
 HY2146
 HY2146                          STATION RECOVERY (2004)
 HY2146
 HY2146'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 HY2146'MARK IS 19.5 FEET EAST-NORTHEAST OF CENTER OF BRIDGE, 7 FEET NORTH OF
 HY2146'CENTER OF DRIVE AND 0.6 FOOT SOUTHEAST OF A 2 FOOT TALL WOODEN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2952 ***********************************************************************
 GZ2952  DESIGNATION -  MT STERLING USFS 1950
 GZ2952  PID         -  GZ2952
 GZ2952  STATE/COUNTY-  KY/PULASKI
 GZ2952  USGS QUAD   -  DYKES (1979)
 GZ2952
 GZ2952                         *CURRENT SURVEY CONTROL
 GZ2952  ___________________________________________________________________
 GZ2952* NAD 83(1993)-  37 01 13.22048(N)    084 23 42.93273(W)     ADJUSTED  
 GZ2952* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 GZ2952  ___________________________________________________________________
 GZ2952  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 GZ2952  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GZ2952
 GZ2952  HORZ ORDER  -  SECOND
 GZ2952
 GZ2952.The horizontal coordinates were established by classical geodetic methods
 GZ2952.and adjusted by the National Geodetic Survey in December 1995..
 GZ2952
 GZ2952.The orthometric height was scaled from a topographic map.
 GZ2952
 GZ2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2952
 GZ2952.The geoid height was determined by GEOID03.
 GZ2952
 GZ2952;                    North         East     Units Scale Factor Converg.
 GZ2952;SPC KY1Z     - 1,077,122.918 1,620,553.281   MT  1.00001567   +0 49 54.3
 GZ2952;SPC KY1Z     - 3,533,860.77  5,316,765.22   sFT  1.00001567   +0 49 54.3
 GZ2952;SPC KY S     -   577,103.701   620,546.711   MT  0.99996031   +0 49 17.8
 GZ2952;SPC KY S     - 1,893,381.06  2,035,910.33   sFT  0.99996031   +0 49 17.8
 GZ2952;UTM  16      - 4,100,301.243   731,720.003   MT  1.00026151   +1 34 08.4
 GZ2952
 GZ2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2952!SPC KY1Z     -   0.99993892  x   1.00001567  =   0.99995459
 GZ2952!SPC KY S     -   0.99993892  x   0.99996031  =   0.99989924
 GZ2952!UTM  16      -   0.99993892  x   1.00026151  =   1.00020042
 GZ2952
 GZ2952                          SUPERSEDED SURVEY CONTROL
 GZ2952
 GZ2952  NAD 83(1986)-  37 01 13.22800(N)    084 23 42.93823(W) AD(       ) 2
 GZ2952  NAD 27      -  37 01 12.93200(N)    084 23 43.16400(W) AD(       ) 2
 GZ2952
 GZ2952.Superseded values are not recommended for survey control.
 GZ2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2952.See file dsdata.txt to determine how the superseded data were derived.
 GZ2952
 GZ2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3172000301(NAD 83)
 GZ2952_MARKER: DD = SURVEY DISK
 GZ2952_SETTING: 0 = UNSPECIFIED SETTING
 GZ2952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ2952
 GZ2952  HISTORY     - Date     Condition        Report By
 GZ2952  HISTORY     - 1950     MONUMENTED       USFS
 GZ2952  HISTORY     - 19770901 MARK NOT FOUND   USGS
 GZ2952
 GZ2952                          STATION DESCRIPTION
 GZ2952
 GZ2952'DESCRIBED BY US FOREST SERVICE 1950 (LWS)
 GZ2952'STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF SOMERSET.  IT IS 15
 GZ2952'FEET WEST OF THE SOUTHWEST LEG OF THE MT. VICTORY LOOKOUT TOWER.
 GZ2952'THE MARK IS A BURIED ROCK FLUSH WITH THE GROUND WITH A US DEPT. OF
 GZ2952'AGRICULTURE FOREST SERVICE BRONZE DISK ATOP STAMPED MT. STERLING
 GZ2952'X 5021 1934.  (NOTE-THE ROCK IS LOOSE IN THE GROUND)
 GZ2952'
 GZ2952'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MT. VICTORY
 GZ2952'AND THE DISTANCE WAS FOUND TO BE 5.58 METERS (18.3 FEET).
 GZ2952'
 GZ2952'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 80 AND
 GZ2952'NO. 192, ABOUT 1 MILE EAST OF SOMERSET, GO SOUTHEAST ON STATE HIGHWAY
 GZ2952'NO. 192 FOR 15.7 MILES TO THE VILLAGE OF MOUNT VICTORY, CONTINUE FOR
 GZ2952'0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.7 MILE TO A
 GZ2952'WOODS ROAD RIGHT, TURN RIGHT ON WOODS ROAD AND GO 0.35 MILE TO THE
 GZ2952'LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 GZ2952
 GZ2952                          STATION RECOVERY (1977)
 GZ2952
 GZ2952'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (WWM)
 GZ2952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2963 ***********************************************************************
 GZ2963  DESIGNATION -  MT VERNON
 GZ2963  PID         -  GZ2963
 GZ2963  STATE/COUNTY-  KY/ROCKCASTLE
 GZ2963  USGS QUAD   -  MOUNT VERNON (1993)
 GZ2963
 GZ2963                         *CURRENT SURVEY CONTROL
 GZ2963  ___________________________________________________________________
 GZ2963* NAD 83(1993)-  37 21 11.82153(N)    084 19 08.83964(W)     ADJUSTED  
 GZ2963* NAVD 88     -       446.6    (meters)    1465.     (feet)  VERTCON   
 GZ2963  ___________________________________________________________________
 GZ2963  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GZ2963  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GZ2963
 GZ2963  HORZ ORDER  -  THIRD
 GZ2963
 GZ2963.The horizontal coordinates were established by classical geodetic methods
 GZ2963.and adjusted by the National Geodetic Survey in December 1995..
 GZ2963
 GZ2963.The NAVD 88 height was computed by applying the VERTCON shift value to
 GZ2963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GZ2963
 GZ2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2963
 GZ2963.The geoid height was determined by GEOID03.
 GZ2963
 GZ2963;                    North         East     Units Scale Factor Converg.
 GZ2963;SPC KY1Z     - 1,114,169.477 1,626,761.386   MT  0.99994635   +0 52 42.6
 GZ2963;SPC KY1Z     - 3,655,404.36  5,337,132.98   sFT  0.99994635   +0 52 42.6
 GZ2963;SPC KY S     -   614,148.085   626,761.393   MT  0.99994546   +0 52 04.0
 GZ2963;SPC KY S     - 2,014,917.51  2,056,299.67   sFT  0.99994546   +0 52 04.0
 GZ2963;UTM  16      - 4,137,436.316   737,448.915   MT  1.00029457   +1 37 38.4
 GZ2963
 GZ2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2963!SPC KY1Z     -   0.99993471  x   0.99994635  =   0.99988106
 GZ2963!SPC KY S     -   0.99993471  x   0.99994546  =   0.99988017
 GZ2963!UTM  16      -   0.99993471  x   1.00029457  =   1.00022926
 GZ2963
 GZ2963:                Primary Azimuth Mark                     Grid Az
 GZ2963:SPC KY1Z     -  MT VERNON AZ MK                          199 49 33.6
 GZ2963:SPC KY S     -  MT VERNON AZ MK                          199 50 12.2
 GZ2963:UTM  16      -  MT VERNON AZ MK                          199 04 37.8
 GZ2963
 GZ2963|---------------------------------------------------------------------|
 GZ2963| PID    Reference Object                     Distance      Geod. Az  |
 GZ2963|                                                           dddmmss.s |
 GZ2963| DB9794 MT VERNON AZ MK                                    2004216.2 |
 GZ2963| DB9795 MT VERNON RM 1                       13.619 METERS 25846     |
 GZ2963| DB9796 MT VERNON RM 2                       16.299 METERS 33759     |
 GZ2963| GZ0623 I75 T 54                            APPROX. 5.3 KM 3401418.0 |
 GZ2963|---------------------------------------------------------------------|
 GZ2963
 GZ2963                          SUPERSEDED SURVEY CONTROL
 GZ2963
 GZ2963  NAD 83(1986)-  37 21 11.82813(N)    084 19 08.84395(W) AD(       ) 3
 GZ2963  NAD 27      -  37 21 11.52300(N)    084 19 09.07700(W) AD(       ) 3
 GZ2963  NGVD 29 (07/19/86)  446.8    (m)         1466.     (f) VERT ANG       
 GZ2963
 GZ2963.Superseded values are not recommended for survey control.
 GZ2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2963.See file dsdata.txt to determine how the superseded data were derived.
 GZ2963
 GZ2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3744937436(NAD 83)
 GZ2963_MARKER: DS = TRIANGULATION STATION DISK
 GZ2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2963
 GZ2963  HISTORY     - Date     Condition        Report By
 GZ2963  HISTORY     - 1951     MONUMENTED       CGS
 GZ2963  HISTORY     - 1963     GOOD             PAS
 GZ2963  HISTORY     - 1981     GOOD             NGS
 GZ2963
 GZ2963                          STATION DESCRIPTION
 GZ2963
 GZ2963'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2963'THE STATION IS LOCATED NEAR THE TOP OF A HIGH HILL ABOUT 1 MILE EAST
 GZ2963'OF MOUNT VERNON NEAR THE HOME OF MR. FLOYD CARTER. IT IS 87
 GZ2963'FEET SOUTH OF THE WEST CORNER, 84 FEET SOUTHWEST OF THE SOUTH CORNER
 GZ2963'OF THE FRONT PORCH OF A CONCRETE STUCCO HOUSE, 58 FEET
 GZ2963'NORTHWEST OF THE CENTER OF A GRAVEL ROAD AND 8 FEET SOUTHEAST OF THE
 GZ2963'CENTER OF A DRIVEWAY. THE MARK IS FLUSH AND THE DISK IS
 GZ2963'STAMPED MT VERNON 1951.
 GZ2963'
 GZ2963'REFERENCE MARK NO.1 IS 16 FEET SOUTHEAST OF A FENCE, 11 FEET
 GZ2963'NORTHWEST OF THE CENTER OF THE DRIVEWAY, 4 FEET NORTH OF A
 GZ2963'WHITE WITNESS POST AND 2 FEET NORTHWEST OF A POWER LINE POLE. THE
 GZ2963'MARK IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION,
 GZ2963'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED MT VERNON NO 1 1951.
 GZ2963'
 GZ2963'REFERENCE MARK NO.2 IS 51 FEET WEST OF THE WEST CORNER OF THE PORCH,
 GZ2963'10 FEET SOUTHWEST OF A 16 INCH OAK TREE AND 1 FOOT SOUTHEAST
 GZ2963'OF A FENCE. THE MARK IS ABOUT 2 FEET HIGHER IN ELEVATION THAN THE
 GZ2963'STATION, PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GZ2963'MT VERNON NO 2 1951.
 GZ2963'
 GZ2963'THE AZIMUTH MARK IS ABOUT 60 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 GZ2963'25, 23 FEET SOUTHWEST OF A POWER LINE POLE, 22 FEET SOUTH OF
 GZ2963'THE CENTER OF A PAVED ROAD AND 22 FEET WEST OF A WHITE WITNESS POST.
 GZ2963'THE DISK IS SET FLUSH IN A ROCK LEDGE WHICH IS ABOUT 1 FOOT
 GZ2963'HIGHER IN ELEVATION THAN THE ROAD AND IS STAMPED MT VERNON 1951.
 GZ2963'
 GZ2963'TO REACH THE STATION FROM THE ROCKCASTLE COUNTY COURTHOUSE IN MOUNT
 GZ2963'VERNON GO SOUTHEAST ON U.S. HIGHWAY 25 FOR 0.85 MILE TO A
 GZ2963'REVERSE ROAD FORK ON THE LEFT AT A LARGE RED BRICK BUILDING ON THE
 GZ2963'LEFT (*) TURN SHARP LEFT ON PAVED ROAD FOR 0.05 MILE TO A
 GZ2963'T ROAD RIGHT, TURN RIGHT ON GRAVEL ROAD FOR 0.5 MILE TO A DRIVEWAY ON
 GZ2963'THE LEFT, TURN LEFT INTO DRIVEWAY AND GO UP HILL FOR ABOUT
 GZ2963'0.05 MILE TO THE HOME OF MR. CARTER AND STATION IN LAWN NEAR TOP
 GZ2963'OF HILL AS DESCRIBED.
 GZ2963'
 GZ2963'TO REACH THE AZIMUTH MARK FROM THIS POINT (*) CONTINUE ON HIGHWAY 25
 GZ2963'FOR 0.05 MILE TO OLD HIGHWAY ON RIGHT, TURN RIGHT AND FOLLOW
 GZ2963'OLD HIGHWAY FOR 0.2 MILE TO THE MARK ON THE RIGHT NEAR THE PINE VIEW
 GZ2963'TOURIST COURT OFFICE.
 GZ2963'
 GZ2963'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 GZ2963
 GZ2963                          STATION RECOVERY (1963)
 GZ2963
 GZ2963'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB)
 GZ2963'STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE FOUND AS
 GZ2963'DESCRIBED AND IN GOOD CONDITION. REFERENCE MARK NO.  2 HAS
 GZ2963'BEEN DESTROYED. CONCRETE POST WITH DISK IN TOP WAS FOUND ALONGSIDE
 GZ2963'DRIVE. IT HAD APPARENTLY BEEN UPROOTED BY A GRADER.
 GZ2963'
 GZ2963'THE FENCE AND WHITE WITNESS POST MENTIONED IN THE DESCRIPTION FOR
 GZ2963'REFERENCE MARK NO. 1 HAVE BEEN DESTROYED. ALSO, THE PINE VIEW
 GZ2963'TOURIST COURT OFFICE MENTIONED IN THE AZIMUTH MARK DESCRIPTION HAS
 GZ2963'BEEN RENOVATED AND IS NOW BEING USED AS A DWELLING.
 GZ2963'
 GZ2963'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GZ2963
 GZ2963                          STATION RECOVERY (1981)
 GZ2963
 GZ2963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GZ2963'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 GZ2963'CONDITION.  REFERENCE MARK 2 WAS FOUND UPROOTED.  THE AZIMUTH MARK
 GZ2963'WAS NOT FOUND WITH EXISTING DATA.  THE DISTANCE TO REFERENCE MARK 1
 GZ2963'CHECKED.  REFERENCE MARK 3 WAS SET.  THE DESCRIPTION IS GOOD WITH
 GZ2963'THE FOLLOWING.
 GZ2963'
 GZ2963'THE STATION MARK IS 45 FEET EAST OF A POWER AND LIGHT POLE.
 GZ2963'
 GZ2963'REFERENCE MARK 3 IS 63 FEET NORTHEAST OF THE POWER AND LIGHT POLE,
 GZ2963'51 FEET SOUTHWEST OF THE WEST CORNER OF PORCH OF HOUSE AND 32 FEET
 GZ2963'NORTHWEST OF THE CENTER OF THE DRIVE.  THE MONUMENT IS 2 INCHES
 GZ2963'BELOW THE GROUND SURFACE AND THE DISK IS STAMPED---MT VERNON 1951
 GZ2963'NO 3 1981---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2951 ***********************************************************************
 GZ2951  DESIGNATION -  MT VICTORY
 GZ2951  PID         -  GZ2951
 GZ2951  STATE/COUNTY-  KY/PULASKI
 GZ2951  USGS QUAD   -  DYKES (1979)
 GZ2951
 GZ2951                         *CURRENT SURVEY CONTROL
 GZ2951  ___________________________________________________________________
 GZ2951* NAD 83(1993)-  37 01 13.05425(N)    084 23 43.02407(W)     ADJUSTED  
 GZ2951* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 GZ2951  ___________________________________________________________________
 GZ2951  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 GZ2951  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GZ2951
 GZ2951  HORZ ORDER  -  SECOND
 GZ2951
 GZ2951.The horizontal coordinates were established by classical geodetic methods
 GZ2951.and adjusted by the National Geodetic Survey in December 1995..
 GZ2951
 GZ2951.The orthometric height was scaled from a topographic map.
 GZ2951
 GZ2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2951
 GZ2951.The geoid height was determined by GEOID03.
 GZ2951
 GZ2951;                    North         East     Units Scale Factor Converg.
 GZ2951;SPC KY1Z     - 1,077,117.761 1,620,551.098   MT  1.00001568   +0 49 54.3
 GZ2951;SPC KY1Z     - 3,533,843.85  5,316,758.06   sFT  1.00001568   +0 49 54.3
 GZ2951;SPC KY S     -   577,098.545   620,544.527   MT  0.99996032   +0 49 17.7
 GZ2951;SPC KY S     - 1,893,364.14  2,035,903.17   sFT  0.99996032   +0 49 17.7
 GZ2951;UTM  16      - 4,100,296.057   731,717.886   MT  1.00026150   +1 34 08.4
 GZ2951
 GZ2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2951!SPC KY1Z     -   0.99993892  x   1.00001568  =   0.99995460
 GZ2951!SPC KY S     -   0.99993892  x   0.99996032  =   0.99989925
 GZ2951!UTM  16      -   0.99993892  x   1.00026150  =   1.00020041
 GZ2951
 GZ2951|---------------------------------------------------------------------|
 GZ2951| PID    Reference Object                     Distance      Geod. Az  |
 GZ2951|                                                           dddmmss.s |
 GZ2951| GZ2952 MT STERLING USFS 1950                 5.600 METERS 02347     |
 GZ2951| GZ2953 MT VICTORY LOT USE 1950              14.234 METERS 03748     |
 GZ2951| DC2840 MK 2                                 48.393 METERS 06510     |
 GZ2951| GB2517 CUMBERLAND                          APPROX.20.0 KM 1611951.6 |
 GZ2951| DB9799 MT VICTORY RM 5                       6.916 METERS 19024     |
 GZ2951| DB9797 MT VICTORY RM 3                       6.923 METERS 19029     |
 GZ2951| DB9798 MT VICTORY RM 4                      18.724 METERS 25715     |
 GZ2951| DC2839 MK 1                                 14.262 METERS 27001     |
 GZ2951|---------------------------------------------------------------------|
 GZ2951
 GZ2951                          SUPERSEDED SURVEY CONTROL
 GZ2951
 GZ2951  NAD 83(1986)-  37 01 13.06224(N)    084 23 43.02932(W) AD(       ) 2
 GZ2951  NAD 27      -  37 01 12.76600(N)    084 23 43.25500(W) AD(       ) 2
 GZ2951
 GZ2951.Superseded values are not recommended for survey control.
 GZ2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2951.See file dsdata.txt to determine how the superseded data were derived.
 GZ2951
 GZ2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG3171800296(NAD 83)
 GZ2951_MARKER: DS = TRIANGULATION STATION DISK
 GZ2951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2951
 GZ2951  HISTORY     - Date     Condition        Report By
 GZ2951  HISTORY     - 1950     MONUMENTED       CGS
 GZ2951  HISTORY     - 1976     GOOD             NGS
 GZ2951  HISTORY     - 1978     GOOD             NGS
 GZ2951
 GZ2951                          STATION DESCRIPTION
 GZ2951
 GZ2951'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GZ2951'STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF SOMERSET.  IT IS 49
 GZ2951'FEET SOUTHWEST OF THE NORTHWEST LEG OF THE MT.  VICTORY LOOKOUT
 GZ2951'TOWER, 32 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER
 GZ2951'AND 5 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 GZ2951'INCHES AND THE DISK IS STAMPED MT. VICTORY 1950.
 GZ2951'
 GZ2951'NO. 1 USED WAS USED AS A REFERENCE MARK.  IT IS 71 FEET SOUTHWEST OF
 GZ2951'THE SOUTHWEST LEG OF THE LOOKOUT TOWER AND 20 FEET NORTHWEST OF A 8
 GZ2951'INCH OAK TREE.  THE MARK IS A 6X6 INCH CONCRETE POST WHICH PROJECTS 6
 GZ2951'INCHES WITH A USED BRONZE DISK ATOP STAMPED 1.
 GZ2951'
 GZ2951'USED WAS USED AS A REFERENCE MARK.  IT IS AT THE CENTER OF THE BASE
 GZ2951'OF THE LOOKOUT TOWER.  THE DISK IS A USED BRONZE DISK SET FLUSH
 GZ2951'IN THE CONCRETE FOUNDATION OF A WATER WELL.
 GZ2951'
 GZ2951'NO. 2 USED WAS USED AS A REFERENCE MARK.  IT IS 11 FEET SOUTH OF THE
 GZ2951'CENTER OF WOODS ROAD AND 7 FEET WEST OF A 10 INCH OAK TREE.  THE
 GZ2951'MARK IS A 6X6 INCH CONCRETE POST WHICH PROJECTS 6 INCHES WITH A USED
 GZ2951'BRONZE DISK ATOP STAMPED 2.
 GZ2951'
 GZ2951'MT STERLING (USFS) IS 15 FEET WEST OF THE SOUTHWEST LEG OF THE
 GZ2951'LOOKOUT TOWER.  THE MARK IS A BURIED ROCK FLUSH WITH THE GROUND WITH
 GZ2951'A U.S. DEPT. OF AGRICULTURE FOREST SERVICE BRONZE DISK ATOP STAMPED
 GZ2951'MT. STERLING X 5021 1934.  (NOTE- THE ROCK IS LOOSE IN THE GROUND)
 GZ2951'
 GZ2951'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 80 AND
 GZ2951'NO. 192 ABOUT 1 MILE EAST OF SOMERSET, GO SOUTHEAST ON STATE
 GZ2951'HIGHWAY NO. 192 FOR 15.7 MILES TO THE VILLAGE OF MOUNT VICTORY,
 GZ2951'CONTINUE FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.7
 GZ2951'MILE TO A WOODS ROAD RIGHT, TURN RIGHT ON WOODS ROAD AND GO 0.35 MILE
 GZ2951'TO THE LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 GZ2951'
 GZ2951'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GZ2951
 GZ2951                          STATION RECOVERY (1976)
 GZ2951
 GZ2951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GZ2951'THE STATION MARK, USED MARK AND MT STERLING (USFS) WERE FOUND IN GOOD
 GZ2951'CONDITION. REFERENCE MARKS 1 AND 2 WERE NOT FOUND AND ASSUMED TO
 GZ2951'HAVE BEEN DESTROYED BY GRADING.  THE USFS MARK STILL APPEARS TO BE
 GZ2951'LOOSE IN THE GROUND AS PREVIOUSLY STATED AND THE DIRECTION WAS FOUND
 GZ2951'TO BE IN ERROR BY 17 MINUTES BUT THE DISTANCE CHECKED.  THE
 GZ2951'DISTANCE TO THE USED MARK CHECKED.  THE FIRE TOWER HAS BEEN TORN
 GZ2951'DOWN AND THE BASE IS STILL INTACT.  REFERENCE MARKS 3 AND 4 WERE
 GZ2951'SET.  A NEW DESCRIPTION FOLLOWS--
 GZ2951'
 GZ2951'THE STATION IS LOCATED AT THE ABANDONED SITE OF THE MT VICTORY
 GZ2951'LOOKOUT TOWER, WHICH IS STILL OWNED BY THE U. S. FOREST SERVICE, 49
 GZ2951'FEET SOUTHWEST OF THE NORTHWEST BASE LEG OF TOWER, 40 FEET EAST
 GZ2951'OF THE CENTERLINE OF A CIRCULAR DRIVE, 63 FEET SOUTHEAST OF THE
 GZ2951'NORTHEAST CORNER OF A WOODEN FENCE AROUND A SMALL CEMETERY, 62
 GZ2951'FEET EAST OF THE SOUTHEAST CORNER OF THE CEMETERY, 32 FEET SOUTHWEST
 GZ2951'OF THE SOUTHWEST BASE LEG OF THE TOWER, 1 FOOT SOUTHWEST OF A METAL
 GZ2951'WITNESS POST AND 21 FEET SOUTHEAST OF A 10 INCH PINE TREE.  THE
 GZ2951'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED MT VICTORY
 GZ2951'1950.
 GZ2951'
 GZ2951'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 80 AND 192
 GZ2951'AT THE EAST EDGE OF SOMERSET, GO SOUTHEAST ON HIGHWAY 192 FOR 15.9
 GZ2951'MILES TO A ROAD RIGHT AND A CHURCH ON THE RIGHT.  TURN RIGHT AND
 GZ2951'FOLLOW THE GRAVELED ROAD FOR 0.7 MILE TO A ROAD RIGHT.  TURN RIGHT
 GZ2951'AND GO UPHILL ON GRAVELED ROAD FOR 0.35 MILE TO THE HIGHEST POINT
 GZ2951'AND THE STATION.
 GZ2951'
 GZ2951'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMNIUM MONUMENT WITH
 GZ2951'MAGNETS, PROJECTING 2 INCHES, STAMPED MT VICTORY 1950 NO 3 1976, 1
 GZ2951'FOOT NORTHWEST OF A METAL WITNESS POST, 9 FEET NORTHWEST OF A
 GZ2951'10 INCH PINE TREE, 17 FEET NORTHEAST OF A CIRCULAR DRIVE AND 51 FEET
 GZ2951'SOUTHEAST OF OF THE SOUTHEAST CORNER OF THE CEMETERY.
 GZ2951'
 GZ2951'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GZ2951'MAGNETS, PROJECTING 2 INCHES, STAMPED MT VICTORY 1950 NO 4 1976, 2
 GZ2951'FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE CEMETERY, 18 FEET
 GZ2951'NORTH OF THE SOUTHEAST CORNER OF THE CEMETERY AND 22 FEET NORTHWEST
 GZ2951'OF THE CENTERLINE OF THE DRIVE.
 GZ2951'
 GZ2951'USED IS A STANDARD USED DISK SET IN A DRILL HOLE IN THE CONCRETE BASE
 GZ2951'OF A WELL WHICH IS LOCATED AT THE CENTER OF THE BASE OF THE TOWER.
 GZ2951'
 GZ2951'MT STERLING (USFS) IS A STANDARD DISK STAMPED MT. STERLING X 5021
 GZ2951'1934 SET IN A BURIED ROCK ABOUT 2 INCHES UNDERGROUND, 7 FEET
 GZ2951'SOUTHWEST OF A 10 INCH PINE TREE, 15 FEET WEST OF THE SOUTHWEST
 GZ2951'FOOTING OF THE LOOKOUT TOWER AND 17 FEET NORTHEAST OF THE METAL
 GZ2951'WITNESS POST.
 GZ2951'
 GZ2951'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12 MILES
 GZ2951'SOUTHEAST OF SOMERSET.
 GZ2951'
 GZ2951'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GZ2951
 GZ2951                          STATION RECOVERY (1978)
 GZ2951
 GZ2951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GZ2951'THE STATION MARK, REFERENCE MARK 4 AND THE USED MARK WERE FOUND AS
 GZ2951'DESCRIBED AND IN GOOD CONDITION.  STERLING USFS WAS FOUND DESTROYED
 GZ2951'AND THE DISK WAS SALVAGED.  REFERENCE MARK 3 WAS FOUND DESTROYED
 GZ2951'BY GRADING AND REFERENCE MARK 5 WAS SET IN THE SAME LOCATION.  THE
 GZ2951'1976 RECOVERY NOTE IS GOOD WITH THE BELOW CHANGES.
 GZ2951'
 GZ2951'REFERENCE MARK 5 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GZ2951'MAGNETS, STAMPED MT VICTORY 1950 NO 5 1978, FLUSH WITH THE GROUND, 1
 GZ2951'FOOT NORTHWEST OF A METAL WITNESS POST, 83 FEET SOUTHWEST OF THE
 GZ2951'TOWER, 9 FEET NORTHWEST OF A 10 INCH PINE TREE, 17 FEET NORTHEAST
 GZ2951'OF THE CENTERLINE OF A CIRCULAR DRIVE AND 51 FEET SOUTHEAST OF
 GZ2951'THE SOUTHEAST CORNER OF A SMALL CEMETERY.
 GZ2951'
 GZ2951'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12 MILES
 GZ2951'SOUTHEAST OF SOMERSET.
 GZ2951'
 GZ2951'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2706 ***********************************************************************
 GZ2706  DESIGNATION -  MT ZION
 GZ2706  PID         -  GZ2706
 GZ2706  STATE/COUNTY-  KY/ADAIR
 GZ2706  USGS QUAD   -  MANNSVILLE (1970)
 GZ2706
 GZ2706                         *CURRENT SURVEY CONTROL
 GZ2706  ___________________________________________________________________
 GZ2706* NAD 83(1993)-  37 17 05.85352(N)    085 11 23.92717(W)     ADJUSTED  
 GZ2706* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 GZ2706  ___________________________________________________________________
 GZ2706  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 GZ2706  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GZ2706
 GZ2706  HORZ ORDER  -  SECOND
 GZ2706
 GZ2706.The horizontal coordinates were established by classical geodetic methods
 GZ2706.and adjusted by the National Geodetic Survey in December 1995..
 GZ2706
 GZ2706.The orthometric height was scaled from a topographic map.
 GZ2706
 GZ2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 GZ2706
 GZ2706.The geoid height was determined by GEOID03.
 GZ2706
 GZ2706;                    North         East     Units Scale Factor Converg.
 GZ2706;SPC KY1Z     - 1,105,764.128 1,549,659.307   MT  0.99995786   +0 20 37.8
 GZ2706;SPC KY1Z     - 3,627,827.81  5,084,173.91   sFT  0.99995786   +0 20 37.8
 GZ2706;SPC KY S     -   605,752.833   549,658.714   MT  0.99994577   +0 20 22.7
 GZ2706;SPC KY S     - 1,987,374.09  1,803,338.63   sFT  0.99994577   +0 20 22.7
 GZ2706;UTM  16      - 4,128,020.183   660,452.664   MT  0.99991714   +1 05 48.1
 GZ2706
 GZ2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GZ2706!SPC KY1Z     -   0.99995703  x   0.99995786  =   0.99991489
 GZ2706!SPC KY S     -   0.99995703  x   0.99994577  =   0.99990280
 GZ2706!UTM  16      -   0.99995703  x   0.99991714  =   0.99987418
 GZ2706
 GZ2706:                Primary Azimuth Mark                     Grid Az
 GZ2706:SPC KY1Z     -  MT ZION AZ MK                            203 16 41.8
 GZ2706:SPC KY S     -  MT ZION AZ MK                            203 16 56.9
 GZ2706:UTM  16      -  MT ZION AZ MK                            202 31 31.5
 GZ2706
 GZ2706|---------------------------------------------------------------------|
 GZ2706| PID    Reference Object                     Distance      Geod. Az  |
 GZ2706|                                                           dddmmss.s |
 GZ2706| CG9059 MT ZION AZ MK                                      2033719.6 |
 GZ2706| CG9060 MT ZION RM 1                         36.302 METERS 23643     |
 GZ2706| CG9061 MT ZION RM 2                         25.375 METERS 31729     |
 GZ2706|---------------------------------------------------------------------|
 GZ2706
 GZ2706                          SUPERSEDED SURVEY CONTROL
 GZ2706
 GZ2706  NAD 83(1986)-  37 17 05.86229(N)    085 11 23.93621(W) AD(       ) 2
 GZ2706  NAD 27      -  37 17 05.61900(N)    085 11 24.08400(W) AD(       ) 2
 GZ2706
 GZ2706.Superseded values are not recommended for survey control.
 GZ2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2706.See file dsdata.txt to determine how the superseded data were derived.
 GZ2706
 GZ2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG6045328020(NAD 83)
 GZ2706_MARKER: DS = TRIANGULATION STATION DISK
 GZ2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2706
 GZ2706  HISTORY     - Date     Condition        Report By
 GZ2706  HISTORY     - 1951     MONUMENTED       CGS
 GZ2706
 GZ2706                          STATION DESCRIPTION
 GZ2706
 GZ2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GZ2706'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF CAMPBELLSVILLE AND 3
 GZ2706'1/2 MILES NORTH OF THE SMALL SETTLEMENT OF KNIFLEY ON THE GROUNDS
 GZ2706'OF THE MT ZION FIRST CHURCH OF GOD. IT IS 70 FEET NORTH OF THE MAIN
 GZ2706'ENTRANCE INTO THE CHURCH, 53 FEET EAST OF THE CENTER OF GRAVELED
 GZ2706'ROAD, 27 FEET NORTHWEST OF THE NORTHWEST CORNER OF CHURCH AND 13 FEET
 GZ2706'SOUTH OF FENCE CORNER. THE MARK IS SET FLUSH WITH THE GROUND
 GZ2706'SURFACE AND THE DISK STAMPED MT ZION 1951.
 GZ2706'
 GZ2706'REFERENCE MARK NO 1 IS 30 FEET WEST OF THE CENTER OF GRAVELED ROAD
 GZ2706'AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE. THE MARK PROJECTS ABOUT
 GZ2706'2 INCHES AND THE DISK STAMPED MT ZION NO 1 1951.
 GZ2706'
 GZ2706'REFERENCE MARK NO 2 IS 20 FEET WEST OF THE CENTER OF GRAVELED ROAD
 GZ2706'AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE. THE MARK PROJECTS ABOUT
 GZ2706'4 INCHES AND THE DISK STAMPED MT ZION NO 2 1951.
 GZ2706'
 GZ2706'THE AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTER OF EAST-WEST GRAVELED
 GZ2706'ROAD, 3 FEET WEST OF POWER LINE POLE, 2 FEET WEST OF WHITE WITNESS
 GZ2706'POST AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE. THE MARK PROJECTS
 GZ2706'ABOUT 2 INCHES AND THE DISK STAMPED MT ZION 1951.
 GZ2706'
 GZ2706'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 55 AND
 GZ2706'70 IN CAMPBELLSVILLE, GO EAST ON STATE HIGHWAY NO.  70 FOR 4 MILES
 GZ2706'TO JUNCTION WITH STATE HIGHWAY NO. 76, CONTINUE STRAIGHT AHEAD SOUTH
 GZ2706'AND SOUTHEAST ON STATE HIGHWAY NO.  76 FOR 4.5 MILES TO WHERE STATE
 GZ2706'HIGHWAY NO. 76 TURNS RIGHT ACROSS BRIDGE, CONTINUE STRAIGHT AHEAD
 GZ2706'SOUTH AND SOUTHEAST ON GRAVELED ROAD FOR 3.1 MILES TO AZIMUTH MARK ON
 GZ2706'THE SOUTH SIDE AS DESCRIBED, CONTINUE EAST FOR ABOUT 0.05 MILE TO
 GZ2706'SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.2
 GZ2706'MILE TO THE FIRST CHURCH OF GOD ON THE RIGHT AND STATION AS
 GZ2706'DESCRIBED.
 GZ2706'
 GZ2706'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3214 ***********************************************************************
 GY3214  DESIGNATION -  MUDLICK
 GY3214  PID         -  GY3214
 GY3214  STATE/COUNTY-  KY/MARTIN
 GY3214  USGS QUAD   -  INEZ (1992)
 GY3214
 GY3214                         *CURRENT SURVEY CONTROL
 GY3214  ___________________________________________________________________
 GY3214* NAD 83(1993)-  37 45 39.63783(N)    082 35 00.57109(W)     ADJUSTED  
 GY3214* NAVD 88     -       416.61   (+/-2cm)    1366.8    (feet)  VERTCON   
 GY3214  ___________________________________________________________________
 GY3214  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 GY3214  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GY3214
 GY3214  HORZ ORDER  -  THIRD
 GY3214  VERT ORDER  -  THIRD ? (See Below)
 GY3214
 GY3214.The horizontal coordinates were established by classical geodetic methods
 GY3214.and adjusted by the National Geodetic Survey in December 1995..
 GY3214
 GY3214.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3214.The vertical order pertains to the NGVD 29 superseded value.
 GY3214
 GY3214.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3214
 GY3214.The geoid height was determined by GEOID03.
 GY3214
 GY3214;                    North         East     Units Scale Factor Converg.
 GY3214;SPC KY1Z     - 1,163,179.851 1,778,942.855   MT  0.99990696   +1 56 38.8
 GY3214;SPC KY1Z     - 3,816,199.23  5,836,415.02   sFT  0.99990696   +1 56 38.8
 GY3214;SPC KY S     -   663,114.320   778,962.602   MT  0.99997309   +1 55 13.3
 GY3214;SPC KY S     - 2,175,567.56  2,555,646.47   sFT  0.99997309   +1 55 13.3
 GY3214;UTM  17      - 4,180,479.646   360,519.187   MT  0.99983963   -0 58 11.4
 GY3214
 GY3214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3214!SPC KY1Z     -   0.99993968  x   0.99990696  =   0.99984665
 GY3214!SPC KY S     -   0.99993968  x   0.99997309  =   0.99991277
 GY3214!UTM  17      -   0.99993968  x   0.99983963  =   0.99977932
 GY3214
 GY3214|---------------------------------------------------------------------|
 GY3214| PID    Reference Object                     Distance      Geod. Az  |
 GY3214|                                                           dddmmss.s |
 GY3214| AI6473 MUDLICK RM 1                         24.635 METERS 15832     |
 GY3214| AI6474 MUDLICK RM 2                         14.939 METERS 25604     |
 GY3214| AI6472 MUDLICK AZ MK                                      3381504.7 |
 GY3214|---------------------------------------------------------------------|
 GY3214
 GY3214                          SUPERSEDED SURVEY CONTROL
 GY3214
 GY3214  NAD 83(1986)-  37 45 39.64470(N)    082 35 00.57627(W) AD(       ) 3
 GY3214  NAD 27      -  37 45 39.29650(N)    082 35 01.02420(W) AD(       ) 3
 GY3214  NGVD 29 (07/19/86)  416.82   (m)         1367.5    (f) LEVELING    3  
 GY3214
 GY3214.Superseded values are not recommended for survey control.
 GY3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3214.See file dsdata.txt to determine how the superseded data were derived.
 GY3214
 GY3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB6051980480(NAD 83)
 GY3214_MARKER: DS = TRIANGULATION STATION DISK
 GY3214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3214_MARK LOGO: CGS   
 GY3214_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY3214
 GY3214  HISTORY     - Date     Condition        Report By
 GY3214  HISTORY     - 1957     MONUMENTED       CGS
 GY3214  HISTORY     - 19850615 SEE DESCRIPTION  NGS
 GY3214
 GY3214                          STATION DESCRIPTION
 GY3214
 GY3214'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3214'THE STATION IS APPROXIMATELY 7.5 MILES SOUTHWEST OF KERMIT, WEST
 GY3214'VIRGINIA, 7 MILES SOUTH OF INEZ, KENTUCKY, AT THE HEAD OF MUDLICK
 GY3214'BRANCH AND ON PROPERTY OWNED BY THE POCAHONAS LAND COMPANY.
 GY3214'
 GY3214'TO REACH THE STATION FROM THE WEST SIDE OF THE COURTHOUSE IN INEZ, GO
 GY3214'SOUTH ON BLACKTOP ROAD FOR 0.8 MILE TO THE END OF THE BLACKTOP,
 GY3214'CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR 2.75 MILES TO A FORK, TAKE
 GY3214'RIGHT FORK FOR 0.8 MILE TO THE POST OFFICE IN DEBORD, CONTINUE ON
 GY3214'GRAVEL ROAD FOR 1.1 MILES TO A FORK AND A CONCRETE BLOCK SCHOOL ON
 GY3214'THE LEFT, TAKE RIGHT FORK FOR 2.4 MILES TO A SCHOOL ON THE LEFT,
 GY3214'CONTINUE STRAIGHT AHEAD FOR 2.45 MILES TO 3 ROAD FORKS, TAKE LEFT
 GY3214'FORK, UP HILL THROUGH GATE, FOR 2.4 MILES TO THE AZIMUTH MARK ON THE
 GY3214'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO A OAK TREE ON THE
 GY3214'RIGHT WITH A TRIANGLE BLAZE, THIS IS THE END OF TRUCK TRAVEL, PACK
 GY3214'SOUTH ALONG RIGHT SIDE OF ROAD FOR ABOUT 75 YARDS TO THE TOP
 GY3214'OF A SMALL HILL AND THE STATION.
 GY3214'
 GY3214'STATION MARKS ARE STANDARD DISKS STAMPED MUDLICK 1957. THE SURFACE
 GY3214'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. TI IS
 GY3214'100 FEET WEST OF THE CENTER OF THE DIRT ROAD, 15 FEET NORTHWEST OF A
 GY3214'1-1/2 FOOT PINE TREE WITH A LADDER ON THE WEST SIDE AND 14 FEET
 GY3214'SOUTHWEST OF A 2 FOOT POPULAR TREE WITH A TRIANGLE BLAZE ON WEST
 GY3214'SIDE. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 GY3214'CONCRETE 24 INCHES BELOW THE SURFACE OF THE GROUND. A STANDARD
 GY3214'WITNESS POST WAS SET 4.5 FEET NORTH OF THE MARK.
 GY3214'
 GY3214'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED MUDLICK NO. 1 1957,
 GY3214'IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 12
 GY3214'INCHES ON THE SOUTH SIDE. IT IS 98 FEET WEST OF THE CENTER OF THE
 GY3214'DIRT ROAD, ON THE SOUTH SLOPE OF THE HILL AND ABOUT 6 FEET LOWER
 GY3214'THAN THE STATION.
 GY3214'
 GY3214'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED MUDLICK NO. 2 1957,
 GY3214'IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES
 GY3214'ON THE WEST SIDE AND IS FLUSH ON THE OTHER SIDES. IT IS ON THE WEST
 GY3214'SLOPE OF THE HILL AND IS ABOUT 10 FEET LOWER THAN THE STATION.
 GY3214'
 GY3214'AZIMUTH MARK IS A STANDARD DISK STAMPED MUDLICK 1957, SET IN A SQUARE
 GY3214'CONCRETE POST WHICH PROJECTS 5 INCHES. IT IS 21 FEET WEST OF A
 GY3214'POST WITH NUMBERS 630-00 ON THE SOUTH SIDE, 18 FEET NORTH OF THE
 GY3214'CENTER OF THE DIRT ROAD AND ABOUT 5 FEET HIGHER THAN THE ROAD. A
 GY3214'STANDARD WITNESS POST WAS SET 2.5 FEET NORTH OF THE MARK.
 GY3214'
 GY3214'HEIGHT OF LIGHT ABOVE STATION MARK 30.59 METERS.
 GY3214
 GY3214                          STATION RECOVERY (1985)
 GY3214
 GY3214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 GY3214'THE STATION MARK AND RM 1 WERE FOUND IN GOOD CONDITION.  THE AZ MK WAS
 GY3214'FOUND INTACT BUT AT THE EDGE OF A ROAD CUT.  AN ASTRONOMIC AZIMUTH
 GY3214'OBSERVATION WAS MADE AND THE 10 SECOND DISCREPANCY WAS CONSISTENT WITH
 GY3214'THE APPARENT DIRECTION OF MOVEMENT.  RM 2 HAS BEEN DESTROYED BY MINING
 GY3214'ACTIVITY.  THE DIRECTION TO RM 1 CHECKED.  THE DISTANCE TO RM 1 WAS
 GY3214'SHORTER BY 0.076 METERS (0.249 FT) BUT THE PREVIOUS MEASUREMENTS
 GY3214'APPEAR TO BE SLOPE DISTANCE.  THESE MARKS ARE TO BE DESTROYED BY
 GY3214'MINING IN THE NEAR FUTUIRE SR MIDLICK 2 WAS ESTABLISHED.  ALL MARKS
 GY3214'WERE LEFT INTATCT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1751 ***********************************************************************
 HA1751  FBN         -  This is a Federal Base Network Control Station.
 HA1751  PACS        -  This is a Primary Airport Control Station.
 HA1751  DESIGNATION -  MUHLPORT
 HA1751  PID         -  HA1751
 HA1751  STATE/COUNTY-  KY/MUHLENBERG
 HA1751  USGS QUAD   -  GREENVILLE (1983)
 HA1751
 HA1751                         *CURRENT SURVEY CONTROL
 HA1751  ___________________________________________________________________
 HA1751* NAD 83(1993)-  37 13 31.92308(N)    087 09 29.08943(W)     ADJUSTED  
 HA1751* NAVD 88     -       127.33   (meters)     417.7    (feet)  GPS OBS   
 HA1751  ___________________________________________________________________
 HA1751  X           -     252,115.343 (meters)                     COMP
 HA1751  Y           -  -5,078,714.037 (meters)                     COMP
 HA1751  Z           -   3,837,411.852 (meters)                     COMP
 HA1751  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 HA1751  ELLIP HEIGHT-          97.13  (meters)          (11/03/04) GPS OBS
 HA1751  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 HA1751
 HA1751  HORZ ORDER  -  B
 HA1751  ELLP ORDER  -  THIRD     CLASS I
 HA1751
 HA1751.This mark is at Muhlenberg County Airport (M21)
 HA1751
 HA1751.The horizontal coordinates were established by GPS observations
 HA1751.and adjusted by the National Geodetic Survey in September 1994..
 HA1751
 HA1751.The orthometric height was determined by GPS observations and a
 HA1751.high-resolution geoid model.
 HA1751
 HA1751.GPS derived orthometric heights for airport stations designated as
 HA1751.PACS or SACS are published to 2 decimal places.  This maintains
 HA1751.centimeter relative accuracy between the PACS and SACS.  It does
 HA1751.not indicate centimeter accuracy relative to other marks which are
 HA1751.part of the NAVD 88 network.
 HA1751
 HA1751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1751
 HA1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1751
 HA1751.The ellipsoidal height was determined by GPS observations
 HA1751.and is referenced to NAD 83.
 HA1751
 HA1751.The geoid height was determined by GEOID03.
 HA1751
 HA1751;                    North         East     Units Scale Factor Converg.
 HA1751;SPC KY1Z     - 1,099,962.937 1,375,044.179   MT  0.99996901   -0 51 52.2
 HA1751;SPC KY1Z     - 3,608,795.07  4,511,290.78   sFT  0.99996901   -0 51 52.2
 HA1751;SPC KY S     -   599,942.042   375,046.791   MT  0.99994719   -0 51 14.2
 HA1751;SPC KY S     - 1,968,309.85  1,230,466.01   sFT  0.99994719   -0 51 14.2
 HA1751;UTM  16      - 4,119,903.791   485,976.275   MT  0.99960242   -0 05 44.3
 HA1751
 HA1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1751!SPC KY1Z     -   0.99998476  x   0.99996901  =   0.99995377
 HA1751!SPC KY S     -   0.99998476  x   0.99994719  =   0.99993195
 HA1751!UTM  16      -   0.99998476  x   0.99960242  =   0.99958718
 HA1751
 HA1751:                Primary Azimuth Mark                     Grid Az
 HA1751:SPC KY1Z     -  MUHLPORT AZ MK                           236 34 06.1
 HA1751:SPC KY S     -  MUHLPORT AZ MK                           236 33 28.1
 HA1751:UTM  16      -  MUHLPORT AZ MK                           235 47 58.2
 HA1751
 HA1751|---------------------------------------------------------------------|
 HA1751| PID    Reference Object                     Distance      Geod. Az  |
 HA1751|                                                           dddmmss.s |
 HA1751| HA1752 MUHLPORT AZ MK                      434.519 METERS 2354213.9 |
 HA1751|---------------------------------------------------------------------|
 HA1751
 HA1751                          SUPERSEDED SURVEY CONTROL
 HA1751
 HA1751  ELLIP H (09/07/94)   97.18   (m)                       GP(       ) 4 1
 HA1751  NAD 83(1993)-  37 13 31.92936(N)    087 09 29.09439(W) AD(       ) 3
 HA1751  NAD 83(1986)-  37 13 31.93454(N)    087 09 29.09435(W) AD(       ) 3
 HA1751  NGVD 29 (11/06/89)  127.4    (m)          418.     (f) GPS OBS        
 HA1751
 HA1751.Superseded values are not recommended for survey control.
 HA1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1751.See file dsdata.txt to determine how the superseded data were derived.
 HA1751
 HA1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8597619904(NAD 83)
 HA1751_MARKER: I = METAL ROD
 HA1751_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HA1751+WITH SETTING: INFORMATION.
 HA1751_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HA1751_STAMPING: MUHLPORT 1989
 HA1751_MARK LOGO: NGS   
 HA1751_PROJECTION: FLUSH
 HA1751_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1751+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 HA1751_ROD/PIPE-DEPTH: 2.40 meters
 HA1751_SLEEVE-DEPTH  : 0.90 meters
 HA1751
 HA1751  HISTORY     - Date     Condition        Report By
 HA1751  HISTORY     - 1989     MONUMENTED       NGS
 HA1751  HISTORY     - 19931119 GOOD             NGS
 HA1751  HISTORY     - 19940215 GOOD
 HA1751  HISTORY     - 19950723 GOOD             NGS
 HA1751  HISTORY     - 19951111 GOOD             LOWE
 HA1751  HISTORY     - 20011008 GOOD             KYDT
 HA1751  HISTORY     - 20021216 GOOD             WOOLPT
 HA1751
 HA1751                          STATION DESCRIPTION
 HA1751
 HA1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HA1751'THE STATION IS ABOUT 3.2 KM (2.00 MI) NORTHEAST OF GREENVILLE, 0.8 KM
 HA1751'(0.50 MI) EAST OF US HIGHWAY 62 AND ON THE GROUNDS OF THE MUHLENBERG
 HA1751'COUNTY AIRPORT.  OWNERSHIP--MUHLENBERG COUNTY AIRPORT, AIRPORT ROAD,
 HA1751'GREENVILLE, KY 42354, PHONE 502-338-9419.   AIRPORT MANAGER IS JIMMY
 HA1751'JOHNSON.
 HA1751'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 176 AND US
 HA1751'HIGHWAY 62, NEAR THE COURTHOUSE SQUARE IN GREENVILLE, DRIVE NORTHEAST
 HA1751'FOR 3.53 KM (2.20 MI) ON US HIGHWAY 62 TO A PAVED ROAD RIGHT.  TURN
 HA1751'RIGHT AND DRIVE SOUTHEAST FOR 0.81 KM (0.50 MI) ON AIRPORT ROAD TO THE
 HA1751'JUNCTION OF STATE ROAD 189.  CONTINUE TO DRIVE WEST ON AIRPORT ROAD TO
 HA1751'THE AIRPORT OFFICE AND TURNAROUND.  DRIVE SOUTHWEST FROM THE AIRPORT
 HA1751'OFFICE ACROSS THE FUELING APRON ONTO THE RAMP STOPPING AT THE JUNCTION
 HA1751'OF THE RAMP AND RUNWAY AND STATION RIGHT.
 HA1751'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 HA1751'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 HA1751'PIPE SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP
 HA1751'STAMPED---MUHLPORT 1989---, SURROUNDED BY CONCRETE FLUSH WITH THE
 HA1751'GROUND.  LOCATED 20 M (65.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 HA1751'RUNWAY, 15.5 M (50.9 FT) SOUTHWEST OF THE CENTERLINE OF THE RAMP, 6.2
 HA1751'M (20.3 FT) WEST OF THE TAXIWAY LIGHT IN THE SOUTHWEST BEND AT THE
 HA1751'JUNCTION OF RUNWAY AND RAMP AND 6.1 M (20.0 FT) WEST OF A FIBERGLASS
 HA1751'WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HA1751'LOGO CAP.
 HA1751'DESCRIBED BY M.J. WELLSLAGER.
 HA1751
 HA1751                          STATION RECOVERY (1993)
 HA1751
 HA1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HA1751'THE STATION IS ABOUT 3.3 KM (2.05 MI) NORTHEAST OF GREENVILLE, 0.8 KM
 HA1751'(0.50 MI) EAST OF U.S. HIGHWAY 62 AND ON THE GROUNDS OF THE
 HA1751'MUKLENBURG COUNTY AIRPORT. OWNERSHIP--MUHLENBURG COUNTY AIRPORT,
 HA1751'AIRPORT ROAD, GREENVILLE, KY 42354, PHONE 502-338-9419.  AIRPORT
 HA1751'MANAGER IS WILLIAM CISNEY.  NOTE--LOCKED GATE AT AIRPORT.
 HA1751'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 176 AND U.S.
 HA1751'HIGHWAY 62, NEAR THE COURTHOUSE SQUARE IN GREENVILLE, DRIVE NORTHEAST
 HA1751'FOR 3.53 KM (2.20 MI) ON U.S. HIGHWAY 62 TO A PAVED ROAD RIGHT.  TURN
 HA1751'RIGHT AND GO EAST THEN SOUTHEAST ON SPARTAN ROAD FOR 0.40 KM
 HA1751'(0.25 MI) TO THE JUNCTION OF STATE HIGHWAY 189, CROSS HIGHWAY 189 AND
 HA1751'CONTINUE SOUTHEAST THEN SOUTH ON PAVED ROAD (NOW CALLED AIRPOR ROAD)
 HA1751'FOR 0.32 KM (0.20 MI) TO THE AIRPORT OFFICE AND A GATE ON THE LEFT AT
 HA1751'THE SOUTHERN MOST EXTENT OF A TURNAROUND.  PASS THROUGH GATE AND GO
 HA1751'0.08 KM (0.05 MI) EAST ACROSS APRON TO JUNCTION WIH TAXIWAY FOR 51 M
 HA1751'(167.3 FT) TO JUNCTION WITH RUNWAY AND THE STATION ON THE RIGHT.
 HA1751'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN 2.4
 HA1751'METERS (7.9 FT) AND ENCASED IN A 1-INCH PVC PIPE 3 FOOT (0.9 M) LONG
 HA1751'FILLED WITH GREASE AND SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO
 HA1751'CAP FLUSH WITH THE GROUND.  LOCATED 20 M (65.6 FT) NORTHWEST OF THE
 HA1751'CENTERLINE OF THE RUNWAY, 15.5 M (50.9 FT) SOUTHWEST OF THE
 HA1751'CENTERLINE OF THE RAMP, 6.2 M (20.3 FT) WEST OF THE TAXIWAY LIGHT IN
 HA1751'THE SOUTHWEST BEND AT THE JUNCTION OF RUNWAY AND RAMP AND 6.1 M
 HA1751'(20.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 HA1751
 HA1751                          STATION RECOVERY (1994)
 HA1751
 HA1751'RECOVERED 1994
 HA1751'RECOVERED IN GOOD CONDITION.
 HA1751
 HA1751                          STATION RECOVERY (1995)
 HA1751
 HA1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (PDL)
 HA1751'THIS STATION IS A PRIMARY AIRPORT CONTROL STATION.  THE STATION IS
 HA1751'LOCATED AT THE MUHLENBURG COUNTY AIRPORT IN GREENVILLE, NEAR MIDFIELD.
 HA1751'TO OBTAIN ACCESS TO THE STATION CONTACT MR.  WILLIAM CISNEY, AIRPORT
 HA1751'MANAGER, AIRPORT ROAD, GREENVILLE, KENTUCKY 42354, TELEPHONE
 HA1751'502-338-9419.  NOTE----ACCESS TO AIRPORT IS THROUGH A LOCKED GATE.  TO
 HA1751'REACH THE STATION FROM THE JUNCTION OF WESTERN KENTUCKY PARKWAY AND
 HA1751'STATE HIGHWAY 181 (EXIT 53) PROCEED SOUTH ON STATE HIGHWAY 181 FOR 2.4
 HA1751'MI (3.9 KM) TO THE JUNCTION OF STATE HIGHWAY 181 AND 601.  CONTINUE ON
 HA1751'181 FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF STATE HIGHWAY 181 AND 189.
 HA1751'TURN LEFT, NORTH, ON 189 AND PROCEED FOR 1.7 MI (2.7 KM) TO AIRPORT
 HA1751'ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED FOR .2 MI (0.3 KM) TO
 HA1751'AIRPORT TERMINAL TO OBTAIN KEYS. PROCEED AHEAD FOR 0.05 MI (0.08 KM)
 HA1751'TO THE GATE ON THE LEFT.  PROCEED THROUGH THE GATE TO THE APRON AND
 HA1751'TURN RIGHT ONTO THE CONNECTING TAXIWAY LEADING TO THE RUNWAY AND
 HA1751'STATION ON THE RIGHT.  THE STATION IS A PUNCH MARK IN A STAINLESS
 HA1751'STEEL ROD IN A GREASED SLEEVE AND PVC WITH A LOGO CAP SET FLUSH WITH
 HA1751'THE GROUND AND STAMPED---MUHLPORT 1989.  THE STATION IS 65.6 FT (20.0
 HA1751'M) NORTHWEST OF THE CENTERLINE OF THE RUNWAY, 50.9 FT (15.5 M)
 HA1751'SOUTHWEST OF THE CENTERLINE OF THE CONNECTING TAXIWAY, 20.3 FT (6.2 M)
 HA1751'WEST OF THE TAXIWAY LIGHT IN THE SOUTHWEST BEND AT THE JUNCTION OF THE
 HA1751'RUNWAY, AND 20.0 FT (6.1 M) WEST OF A FIBERGLASS WITNESS POST.
 HA1751
 HA1751                          STATION RECOVERY (1995)
 HA1751
 HA1751'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HA1751'RECOVERED AS DESCRIBED.  THIS STATION IS A PRIMARY AIRPORT CONTROL
 HA1751'STATION.
 HA1751
 HA1751                          STATION RECOVERY (2001)
 HA1751
 HA1751'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (HE)
 HA1751'RECOVERED IN GOOD CONDITION.
 HA1751
 HA1751                          STATION RECOVERY (2002)
 HA1751
 HA1751'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM)
 HA1751'RECOVERED AS DESCRIBED, BUT  WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1752 ***********************************************************************
 HA1752  SACS        -  This is a Secondary Airport Control Station.
 HA1752  DESIGNATION -  MUHLPORT AZ MK
 HA1752  PID         -  HA1752
 HA1752  STATE/COUNTY-  KY/MUHLENBERG
 HA1752  USGS QUAD   -  GREENVILLE (1983)
 HA1752
 HA1752                         *CURRENT SURVEY CONTROL
 HA1752  ___________________________________________________________________
 HA1752* NAD 83(1993)-  37 13 23.98082(N)    087 09 43.65044(W)     ADJUSTED  
 HA1752* NAVD 88     -       126.25   (meters)     414.2    (feet)  GPS OBS   
 HA1752  ___________________________________________________________________
 HA1752  X           -     251,764.110 (meters)                     COMP
 HA1752  Y           -  -5,078,878.948 (meters)                     COMP
 HA1752  Z           -   3,837,216.267 (meters)                     COMP
 HA1752  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 HA1752  ELLIP HEIGHT-          96.11  (meters)          (01/09/97) GPS OBS
 HA1752  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 HA1752
 HA1752  HORZ ORDER  -  FIRST
 HA1752  ELLP ORDER  -  FOURTH    CLASS I
 HA1752
 HA1752.This mark is at Muhlenberg County Airport (M21)
 HA1752
 HA1752.The horizontal coordinates were established by GPS observations
 HA1752.and adjusted by the National Geodetic Survey in January 1997..
 HA1752
 HA1752.The orthometric height was determined by GPS observations and a
 HA1752.high-resolution geoid model.
 HA1752
 HA1752.GPS derived orthometric heights for airport stations designated as
 HA1752.PACS or SACS are published to 2 decimal places.  This maintains
 HA1752.centimeter relative accuracy between the PACS and SACS.  It does
 HA1752.not indicate centimeter accuracy relative to other marks which are
 HA1752.part of the NAVD 88 network.
 HA1752
 HA1752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1752
 HA1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1752
 HA1752.The ellipsoidal height was determined by GPS observations
 HA1752.and is referenced to NAD 83.
 HA1752
 HA1752.The geoid height was determined by GEOID03.
 HA1752
 HA1752;                    North         East     Units Scale Factor Converg.
 HA1752;SPC KY1Z     - 1,099,723.549 1,374,681.565   MT  0.99996944   -0 52 01.2
 HA1752;SPC KY1Z     - 3,608,009.68  4,510,101.10   sFT  0.99996944   -0 52 01.2
 HA1752;SPC KY S     -   599,702.593   374,684.229   MT  0.99994726   -0 51 23.0
 HA1752;SPC KY S     - 1,967,524.26  1,229,276.51   sFT  0.99994726   -0 51 23.0
 HA1752;UTM  16      - 4,119,659.649   485,617.038   MT  0.99960255   -0 05 53.1
 HA1752
 HA1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1752!SPC KY1Z     -   0.99998492  x   0.99996944  =   0.99995436
 HA1752!SPC KY S     -   0.99998492  x   0.99994726  =   0.99993218
 HA1752!UTM  16      -   0.99998492  x   0.99960255  =   0.99958747
 HA1752
 HA1752:                Primary Azimuth Mark                     Grid Az
 HA1752:SPC KY1Z     -  MUHLPORT                                 056 34 06.3
 HA1752:SPC KY S     -  MUHLPORT                                 056 33 28.1
 HA1752:UTM  16      -  MUHLPORT                                 055 47 58.2
 HA1752
 HA1752|---------------------------------------------------------------------|
 HA1752| PID    Reference Object                     Distance      Geod. Az  |
 HA1752|                                                           dddmmss.s |
 HA1752| HA1751 MUHLPORT                            434.519 METERS 0554205.1 |
 HA1752|---------------------------------------------------------------------|
 HA1752
 HA1752                          SUPERSEDED SURVEY CONTROL
 HA1752
 HA1752  NAD 83(1993)-  37 13 23.98071(N)    087 09 43.65057(W) AD(       ) 3
 HA1752  NAD 83(1993)-  37 13 23.98705(N)    087 09 43.65539(W) AD(       ) 3
 HA1752  NAD 83(1986)-  37 13 23.99221(N)    087 09 43.65529(W) AD(       ) 3
 HA1752  NGVD 29 (11/06/89)  126.3    (m)          414.     (f) GPS OBS        
 HA1752
 HA1752.Superseded values are not recommended for survey control.
 HA1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1752.See file dsdata.txt to determine how the superseded data were derived.
 HA1752
 HA1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8561719660(NAD 83)
 HA1752_MARKER: I = METAL ROD
 HA1752_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HA1752_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HA1752_STAMPING: MUHLPORT AZ MK 1989
 HA1752_MARK LOGO: NGS   
 HA1752_PROJECTION: FLUSH
 HA1752_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1752+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1995
 HA1752_ROD/PIPE-DEPTH: 5.30 meters
 HA1752_SLEEVE-DEPTH  : 0.9 meters
 HA1752
 HA1752  HISTORY     - Date     Condition        Report By
 HA1752  HISTORY     - 1989     MONUMENTED       NGS
 HA1752  HISTORY     - 19950723 GOOD             NGS
 HA1752  HISTORY     - 19951111 GOOD             LOWE
 HA1752
 HA1752                          STATION DESCRIPTION
 HA1752
 HA1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HA1752'THE STATION IS ABOUT 3.2 KM (2.00 MI) NORTHEAST OF GREENVILLE, 0.8 KM
 HA1752'(0.50 MI) EAST OF US HIGHWAY 62 AND ON THE GROUNDS OF THE MUHLENBERG
 HA1752'COUNTY AIRPORT.  OWNERSHIP--MUHLENBERG COUNTY AIRPORT, AIRPORT ROAD,
 HA1752'GREENVILLE, KY 42345, PHONE 502-338-9419.  AIRPORT MANAGER IS JIMMY
 HA1752'JOHNSON.
 HA1752'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 176 AND US
 HA1752'HIGHWAY 62, NEAR THE COURTHOUSE SQUARE IN GREENVILLE, DRIVE NORTHEAST
 HA1752'FOR 3.53 KM (2.20 MI) ON US HIGHWAY 62 TO A PAVED ROAD RIGHT.  TURN
 HA1752'RIGHT AND DRIVE SOUTHEAST FOR 0.81 KM (0.50 MI) ON AIRPORT ROAD TO THE
 HA1752'JUNCTION OF STATE ROAD 189.  CONTINUE TO DRIVE WEST ON AIRPORT ROAD TO
 HA1752'THE AIRPORT OFFICE AND TURNAROUND.  DRIVE SOUTHWEST FROM THE AIRPORT
 HA1752'OFFICE ACROSS THE FUELING APRON ONTO THE RAMP TO THE JUNCTION OF THE
 HA1752'RAMP AND RUNWAY.  TURN RIGHT AND DRIVE SOUTHWEST FOR 0.44 KM
 HA1752'(0.25 MI) TO THE FIRST SET OF VASI LIGHTS AND THE STATION RIGHT.
 HA1752'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 HA1752'INTO THE GROUND AND ENCASED IN A 3 FOOT SECTION OF GREASE FILLED PVC
 HA1752'PIPE SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP
 HA1752'STAMPED---MUHLPORT 1989 AZ MK---, SURROUNDED BY CONCRETE AND FLUSH
 HA1752'WITH THE GROUND.  LOCATED 19.3 M (63.3 FT) NORTHWEST OF THE CENTERLINE
 HA1752'OF THE RUNWAY, 16.3 M (53.5 FT) SOUTHWEST OF THE THIRD RUNWAY LIGHT
 HA1752'ALONG THE NORTHWEST SIDE, 6.9 M (22.6 FT) EAST OF THE VASI LIGHT AND
 HA1752'6.5 M (21.3 FT) EAST OF A FIBERGLASS WITNESS POST.  NOTE--ACCESS TO
 HA1752'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HA1752'DESCRIBED BY M.J. WELLSLAGER.
 HA1752
 HA1752                          STATION RECOVERY (1995)
 HA1752
 HA1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (PDL)
 HA1752'THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.  THE STATION IS
 HA1752'LOCATED AT THE MUHLENBURG COUNTY AIRPORT IN GREENVILLE, KY NEAR THE
 HA1752'WEST END OF THE AIRPORT NEAR RUNWAY END 23.  TO OBTAIN ACCESS TO THE
 HA1752'FIELD CONTACT MR.  WILLIAM CISNEY, AIRPORT MANAGER, AIRPORT ROAD,
 HA1752'GREENVILLE, KENTUCKY 42534, TELEPHONE 502-338-9419.  NOTE----ACCESS TO
 HA1752'AIRPORT IS THROUGH A LOCKED GATE.  TO REACH THE STATION FROM THE
 HA1752'JUNCTION OF WESTERN KENTUCKY PARKWAY AND STATE HIGHWAY 181 PROCEED
 HA1752'SOUTH ON 181 FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF STATE HIGHWAY 181
 HA1752'AND 601.  CONTINUE ON 181 FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF STATE
 HA1752'HIGHWAY 181 AND 189.  TURN LEFT, NORTH, ON 189 AND PROCEED FOR 1.7 MI
 HA1752'(2.7 KM) TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED FOR .2
 HA1752'MI (0.3 KM) TO THE AIRPORT TERMINAL TO OBTAIN KEYS.  PROCEED AHEAD FOR
 HA1752'.05 MI (0.08 KM) TO THE GATE ON THE LEFT.  PROCEED THROUGH THE GATE
 HA1752'AND TURN RIGHT ON THE APRON AND PROCEED TO THE CONNECTING TAXIWAY TO
 HA1752'THE RUNWAY.  TURN RIGHT AND PROCEED SOUTHWEST ON THE RUNWAY FOR .25 MI
 HA1752'(0.40 KM) TO THE FIRST SET OF VASI LIGHTS AND THE STATION ON THE
 HA1752'RIGHT.  THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 HA1752'ROD IN A GREASED SLEEVE AND PVC AND A LOGO CAP STAMPED----MUHLPORT AZ
 HA1752'MK 1989.  THE STATION IS 63.3 FT (19.3 M) NORTHWEST OF THE CENTERLINE
 HA1752'OF THE RUNWAY, 53.5 FT (16.3 M) SOUTHWEST OF THE THIRD RUNWAY LIGHT ON
 HA1752'THE NORTHWEST SIDE OF THE RUNWAY, 22.6 FT (6.9 M) EAST OF THE VASI
 HA1752'LIGHT, AND 21.3 FT (6.5 M) EAST OF A FIBERGLASS WITNESS POST.
 HA1752
 HA1752                          STATION RECOVERY (1995)
 HA1752
 HA1752'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS)
 HA1752'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 HA1752'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ2497 ***********************************************************************
 HZ2497  DESIGNATION -  MURPHY
 HZ2497  PID         -  HZ2497
 HZ2497  STATE/COUNTY-  KY/ANDERSON
 HZ2497  USGS QUAD   -  LAWRENCEBURG (1987)
 HZ2497
 HZ2497                         *CURRENT SURVEY CONTROL
 HZ2497  ___________________________________________________________________
 HZ2497* NAD 83(1993)-  38 04 39.94139(N)    084 58 15.39689(W)     ADJUSTED  
 HZ2497* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 HZ2497  ___________________________________________________________________
 HZ2497  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 HZ2497  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HZ2497
 HZ2497  HORZ ORDER  -  SECOND
 HZ2497
 HZ2497.The horizontal coordinates were established by classical geodetic methods
 HZ2497.and adjusted by the National Geodetic Survey in December 1995..
 HZ2497
 HZ2497.The orthometric height was scaled from a topographic map.
 HZ2497
 HZ2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2497
 HZ2497.The geoid height was determined by GEOID03.
 HZ2497
 HZ2497;                    North         East     Units Scale Factor Converg.
 HZ2497;SPC KY1Z     - 1,193,886.731 1,568,347.254   MT  0.99991109   +0 28 41.9
 HZ2497;SPC KY1Z     - 3,916,943.38  5,145,485.95   sFT  0.99991109   +0 28 41.9
 HZ2497;SPC KY N     -    64,377.041   436,746.266   MT  0.99998505   -0 26 54.5
 HZ2497;SPC KY N     -   211,210.34  1,432,891.71   sFT  0.99998505   -0 26 54.5
 HZ2497;SPC KY S     -   693,878.476   568,355.371   MT  1.00002955   +0 28 20.9
 HZ2497;SPC KY S     - 2,276,499.63  1,864,679.25   sFT  1.00002955   +0 28 20.9
 HZ2497;UTM  16      - 4,216,386.793   677,966.449   MT  0.99999009   +1 15 06.2
 HZ2497
 HZ2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2497!SPC KY1Z     -   0.99996058  x   0.99991109  =   0.99987167
 HZ2497!SPC KY N     -   0.99996058  x   0.99998505  =   0.99994563
 HZ2497!SPC KY S     -   0.99996058  x   1.00002955  =   0.99999013
 HZ2497!UTM  16      -   0.99996058  x   0.99999009  =   0.99995067
 HZ2497
 HZ2497|---------------------------------------------------------------------|
 HZ2497| PID    Reference Object                     Distance      Geod. Az  |
 HZ2497|                                                           dddmmss.s |
 HZ2497| DB9802 MURPHY RM 1                          45.156 METERS 16322     |
 HZ2497| DB9803 MURPHY RM 2                          33.248 METERS 23134     |
 HZ2497| DB9801 MURPHY AZ MK                                       2994734.2 |
 HZ2497| HZ2081 JEPTHA KNOB                         APPROX.16.5 KM 3115615.2 |
 HZ2497|---------------------------------------------------------------------|
 HZ2497
 HZ2497                          SUPERSEDED SURVEY CONTROL
 HZ2497
 HZ2497  NAD 83(1986)-  38 04 39.94576(N)    084 58 15.40334(W) AD(       ) 2
 HZ2497  NAD 27      -  38 04 39.67300(N)    084 58 15.57800(W) AD(       ) 2
 HZ2497
 HZ2497.Superseded values are not recommended for survey control.
 HZ2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2497.See file dsdata.txt to determine how the superseded data were derived.
 HZ2497
 HZ2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH7796616387(NAD 83)
 HZ2497_MARKER: DS = TRIANGULATION STATION DISK
 HZ2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2497_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2497
 HZ2497  HISTORY     - Date     Condition        Report By
 HZ2497  HISTORY     - 1935     MONUMENTED       CGS
 HZ2497  HISTORY     - 1963     MARK NOT FOUND   CGS
 HZ2497
 HZ2497                          STATION DESCRIPTION
 HZ2497
 HZ2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2497'STATION IS 10 MILES SSW OF FRANKFORT ON THE HIGHEST POINT OF A HILL
 HZ2497'IN DIVIDING RIDGE BETWEEN HAMMOND CREEK AND BENSON CREEK.  STATION IS
 HZ2497'ON TOP OF BARE HILL IN CULTIVATED FIELD, AND SET ABOUT 12 INCHES
 HZ2497'UNDERGROUND.
 HZ2497'
 HZ2497'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2497'DISKS SET IN CONCRETE.
 HZ2497'
 HZ2497'REFERENCE MARK NO.1 IS SE OF STATION AND 5 FEET NW OF A 12 INCH
 HZ2497'TRIPLE OAK TREE.
 HZ2497'
 HZ2497'REFERENCE MARK NO.2 IS WSW OF STATION ON EDGE OF FIELD, 4 PACES W OF
 HZ2497'AN 18 INCH OAK TREE.
 HZ2497'
 HZ2497'AZIMUTH MARK IS W OF STATION, 12 FEET ESE OF CENTER LINE OF ROAD, 1
 HZ2497'FOOT E OF FENCE LINE IN NE CORNER OF FIELD, 6 FEET NE OF CENTER LINE
 HZ2497'OF FARM ROAD AND 75 YARDS NE OF MR. MURPHYS HOUSE.
 HZ2497'
 HZ2497'TO REACH FROM FRANKFORT, CROSS BRIDGE TO S FRANKFORT ON HIGHWAY 60 TO
 HZ2497'JUNCTION OF STATE HIGHWAY 35 AND U.S. HIGHWAY 60.
 HZ2497'
 HZ2497'TURN LEFT AND FOLLOW STATE HIGHWAY 35 FOR 9.15 MILES TO T
 HZ2497'INTERSECTION IN ALTON.  TURN LEFT ON HIGHWAY 35 AND GO 0.8 MILE TO
 HZ2497'GRAVEL T ROAD RIGHT AT SERVICE STATION ON LEFT.  TURN RIGHT AND GO
 HZ2497'0.85 MILE TO RAILROAD CROSSING, CONTINUE W FOR 1.7 MILES TO WOODEN
 HZ2497'GATE ON LEFT AT TOP OF GRADE.  TURN LEFT THROUGH GATE AND GO ABOUT
 HZ2497'75 YARDS TO TOP OF HILL AND STATION SITE.
 HZ2497'
 HZ2497'A 64 FOOT TOWER IS REQUIRED.
 HZ2497'
 HZ2497'NO NATURAL OBJECTS VG.
 HZ2497
 HZ2497                          STATION RECOVERY (1963)
 HZ2497
 HZ2497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ2497'STATION MARK MURPHY - 1935 UNABLE TO LOCATE STATION OR R.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA1487 ***********************************************************************
 HA1487  DESIGNATION -  MURPHY
 HA1487  PID         -  HA1487
 HA1487  STATE/COUNTY-  KY/OHIO
 HA1487  USGS QUAD   -  DUNDEE (1953)
 HA1487
 HA1487                         *CURRENT SURVEY CONTROL
 HA1487  ___________________________________________________________________
 HA1487* NAD 83(1993)-  37 30 21.71760(N)    086 49 26.43624(W)     ADJUSTED  
 HA1487* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 HA1487  ___________________________________________________________________
 HA1487  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 HA1487  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HA1487
 HA1487  HORZ ORDER  -  FIRST
 HA1487
 HA1487.The horizontal coordinates were established by classical geodetic methods
 HA1487.and adjusted by the National Geodetic Survey in December 1995..
 HA1487
 HA1487.The orthometric height was scaled from a topographic map.
 HA1487
 HA1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1487
 HA1487.The geoid height was determined by GEOID03.
 HA1487
 HA1487;                    North         East     Units Scale Factor Converg.
 HA1487;SPC KY1Z     - 1,130,695.907 1,405,046.974   MT  0.99992571   -0 39 33.8
 HA1487;SPC KY1Z     - 3,709,624.82  4,609,724.95   sFT  0.99992571   -0 39 33.8
 HA1487;SPC KY S     -   630,679.922   405,044.628   MT  0.99994989   -0 39 04.8
 HA1487;SPC KY S     - 2,069,155.71  1,328,883.92   sFT  0.99994989   -0 39 04.8
 HA1487;UTM  16      - 4,151,025.167   515,554.518   MT  0.99960298   +0 06 25.7
 HA1487
 HA1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1487!SPC KY1Z     -   0.99997205  x   0.99992571  =   0.99989776
 HA1487!SPC KY S     -   0.99997205  x   0.99994989  =   0.99992194
 HA1487!UTM  16      -   0.99997205  x   0.99960298  =   0.99957504
 HA1487
 HA1487|---------------------------------------------------------------------|
 HA1487| PID    Reference Object                     Distance      Geod. Az  |
 HA1487|                                                           dddmmss.s |
 HA1487| CG9069 MURPHY RM 1                          22.088 METERS 01400     |
 HA1487| HA1447 BEAVER DAM MUNICIPAL TANK           APPROX.11.8 KM 2031930.5 |
 HA1487| HA1448 HARTFORD MUNICIPAL TANK             APPROX. 9.0 KM 2291809.6 |
 HA1487| CG9070 MURPHY RM 2                          24.335 METERS 26906     |
 HA1487| CG9068 MURPHY AZ MK                                       3575158.0 |
 HA1487|---------------------------------------------------------------------|
 HA1487
 HA1487                          SUPERSEDED SURVEY CONTROL
 HA1487
 HA1487  NAD 83(1986)-  37 30 21.72765(N)    086 49 26.44252(W) AD(       ) 1
 HA1487  NAD 27      -  37 30 21.54700(N)    086 49 26.47300(W) AD(       ) 1
 HA1487
 HA1487.Superseded values are not recommended for survey control.
 HA1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1487.See file dsdata.txt to determine how the superseded data were derived.
 HA1487
 HA1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG1555551025(NAD 83)
 HA1487_MARKER: DS = TRIANGULATION STATION DISK
 HA1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1487
 HA1487  HISTORY     - Date     Condition        Report By
 HA1487  HISTORY     - 1950     MONUMENTED       CGS
 HA1487  HISTORY     - 1952     GOOD             CGS
 HA1487
 HA1487                          STATION DESCRIPTION
 HA1487
 HA1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1487'STATION IS LOCATED ABOUT 8 MILES NORTH OF BEAVER DAM AND 6 MILES
 HA1487'NORTHEAST OF HARTFORD ON TOP OF A FLAT TOP HILL AND ON THE
 HA1487'PROPERTY OF A.D.MURPHY.  IT IS 24 FEET WEST OF A FENCE CORNER, 10
 HA1487'FEET WEST OF A WHITE WITNESS POST AND SET IN A FENCE LINE.  THE
 HA1487'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MURPHY 1950.
 HA1487'
 HA1487'REFERENCE MARK NO.1 IS SET IN A FENCE LINE.  THE MARK PROJECTS ABOUT
 HA1487'6 INCHES AND THE DISK IS STAMPED MURPHY NO 1 1950.
 HA1487'
 HA1487'REFERENCE MARK NO.2 IS 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 HA1487'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MURPHY NO 2 1950.
 HA1487'
 HA1487'AZIMUTH MARK IS 15 FEET SOUTHWEST OF CENTER OF A DIRT ROAD AND 7 FEET
 HA1487'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 HA1487'INCHES AND THE DISK IS STAMPED MURPHY 1950.
 HA1487'
 HA1487'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 71 AND 69 IN
 HA1487'HARTFORD, GO NORTH AND EAST ON HIGHWAY 69 FOR 5.9 MILES TO A
 HA1487'GRAVEL T ROAD RIGHT, THIS IS ABOUT 100 FEET NORTHEAST OF TOP OF A
 HA1487'HILL, TURN RIGHT AND GO EAST AND SOUTH FOR 0.65 MILE TO A ROAD FORK,
 HA1487'TURN RIGHT AND GO 0.35 MILE TO THE AZIMUTH MARK ON RIGHT AS
 HA1487'DESCRIBED, CONTINUE AHEAD, SOUTH, ON DIRT ROAD FOR 0.1 MILE TO THE
 HA1487'HOME OF A.D.MURPHY, TURN SHARP RIGHT ACROSS SMALL CREEK BED AND GO
 HA1487'SOUTH AND WEST FOR 0.3 MILE TO A DIM FARM ROAD LEFT, TURN LEFT
 HA1487'THROUGH A GATE AND GO EAST FOR 0.1 MILE TO THE STATION NEAR FENCE
 HA1487'CORNER AS DESCRIBED.
 HA1487'
 HA1487'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 HA1487
 HA1487                          STATION RECOVERY (1952)
 HA1487
 HA1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1487'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 HA1487'CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
 HA1487'
 HA1487'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2771 ***********************************************************************
 AE2771  DESIGNATION -  MURRAY 1400
 AE2771  PID         -  AE2771
 AE2771  STATE/COUNTY-  KY/CALLOWAY
 AE2771  USGS QUAD   -  DEXTER (1986)
 AE2771
 AE2771                         *CURRENT SURVEY CONTROL
 AE2771  ___________________________________________________________________
 AE2771* NAD 83(1993)-  36 40 12.99283(N)    088 21 53.67757(W)     ADJUSTED  
 AE2771* NAVD 88     -       172.0    (meters)     564.     (feet)  GPS OBS   
 AE2771  ___________________________________________________________________
 AE2771  X           -     146,151.523 (meters)                     COMP
 AE2771  Y           -  -5,119,959.339 (meters)                     COMP
 AE2771  Z           -   3,788,192.693 (meters)                     COMP
 AE2771  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 AE2771  ELLIP HEIGHT-         143.34  (meters)          (09/11/97) GPS OBS
 AE2771  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 AE2771
 AE2771  HORZ ORDER  -  THIRD
 AE2771  ELLP ORDER  -  FOURTH    CLASS II
 AE2771
 AE2771.The horizontal coordinates were established by GPS observations
 AE2771.and adjusted by the National Geodetic Survey in September 1997..
 AE2771
 AE2771.The orthometric height was determined by GPS observations and a
 AE2771.high-resolution geoid model.
 AE2771
 AE2771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2771
 AE2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2771
 AE2771.The ellipsoidal height was determined by GPS observations
 AE2771.and is referenced to NAD 83.
 AE2771
 AE2771.The geoid height was determined by GEOID03.
 AE2771
 AE2771;                    North         East     Units Scale Factor Converg.
 AE2771;SPC KY1Z     - 1,040,672.294 1,266,242.791   MT  1.00012441   -1 36 19.6
 AE2771;SPC KY1Z     - 3,414,272.35  4,154,331.56   sFT  1.00012441   -1 36 19.6
 AE2771;SPC KY S     -   540,626.711   266,268.312   MT  1.00001204   -1 35 09.0
 AE2771;SPC KY S     - 1,773,706.13    873,581.95   sFT  1.00001204   -1 35 09.0
 AE2771;UTM  16      - 4,059,163.727   378,029.925   MT  0.99978328   -0 48 54.9
 AE2771
 AE2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2771!SPC KY1Z     -   0.99997751  x   1.00012441  =   1.00010191
 AE2771!SPC KY S     -   0.99997751  x   1.00001204  =   0.99998954
 AE2771!UTM  16      -   0.99997751  x   0.99978328  =   0.99976079
 AE2771
 AE2771                          SUPERSEDED SURVEY CONTROL
 AE2771
 AE2771.No superseded survey control is available for this station.
 AE2771
 AE2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF7803059164(NAD 83)
 AE2771_MARKER: DQ = CALIBRATION BASE LINE DISK
 AE2771_SETTING: 0 = UNSPECIFIED SETTING
 AE2771_STAMPING: MURRAY 1400 1994
 AE2771_MARK LOGO: NGS   
 AE2771_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2771+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 AE2771
 AE2771  HISTORY     - Date     Condition        Report By
 AE2771  HISTORY     - 1994     MONUMENTED       NGS
 AE2771  HISTORY     - 19960729 GOOD             NGS
 AE2771
 AE2771                          STATION DESCRIPTION
 AE2771
 AE2771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 AE2771'THE STATION IS LOCATED ABOUT 9.01 KM (5.60 MI) NORTHWEST OF MURRAY, AT
 AE2771'THE MURRAY/CALLOWAY COUNTY AIRPORT NEAR THE NORTHEAST END OF RUNWAY
 AE2771'END 23.  OWNERSHIP--CITY OF MURRAY AND CALLOWAY COUNTY BOARD, RT 2,
 AE2771'BOX 192A, MURRAY, KY 42071, PHONE 502-489-2414.  MANAGER IS JOHNNY W.
 AE2771'PARKER.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 641
 AE2771'AND 121 ON THE NORTH EDGE OF MURRAY, GO NORTHWEST ON STATE HIGHWAY 121
 AE2771'FOR 4.18 KM (2.60 MI) TO THE JUNCTION OF STATE HIGHWAY 783 ON THE
 AE2771'RIGHT.  TURN RIGHT, NORTH, ON STATE HIGHWAY 783 FOR 3.86 KM (2.40 MI)
 AE2771'TO THE JUNCTION OF THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 AE2771'WEST, ON THE ENTRANCE ROAD FOR 0.88 KM (0.55 MI) TO THE PARKING AREA.
 AE2771'TURN RIGHT, NORTH, TO A GATE.  PASS THROUGH GATE ONTO THE APRON AND GO
 AE2771'NORTHWEST ACROSS THE APRON TO THE JUNCTION OF THE TAXIWAYS.  TURN
 AE2771'RIGHT, NORTHEAST, ON THE TAXIWAY FOR 0.88 KM (0.55 MI) TO END OF
 AE2771'TAXIWAY.  TURN LEFT AND GO ACROSS RUNWAY END 23 TO THE STATION.
 AE2771'NOTE--PRECISE MEASUREMENTS ARE NOT AVAILABLE BECAUSE OBSERVER DID NOT
 AE2771'SUBMIT A DESCRIPTION FOR THIS STATION.  SETTING CLASSIFICATION,
 AE2771'DISTANCE STATION PROJECTS, ETC ARE NOT AVAILABLE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2470 ***********************************************************************
 GB2470  DESIGNATION -  MYERS
 GB2470  PID         -  GB2470
 GB2470  STATE/COUNTY-  KY/MONROE
 GB2470  USGS QUAD   -  FREEDOM (1982)
 GB2470
 GB2470                         *CURRENT SURVEY CONTROL
 GB2470  ___________________________________________________________________
 GB2470* NAD 83(1993)-  36 48 12.94826(N)    085 49 11.74610(W)     ADJUSTED  
 GB2470* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 GB2470  ___________________________________________________________________
 GB2470  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 GB2470  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB2470
 GB2470  HORZ ORDER  -  FIRST
 GB2470
 GB2470.The horizontal coordinates were established by classical geodetic methods
 GB2470.and adjusted by the National Geodetic Survey in December 1995..
 GB2470
 GB2470.The orthometric height was scaled from a topographic map.
 GB2470
 GB2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2470
 GB2470.The geoid height was determined by GEOID03.
 GB2470
 GB2470;                    North         East     Units Scale Factor Converg.
 GB2470;SPC KY1Z     - 1,052,195.913 1,493,758.997   MT  1.00007867   -0 02 34.6
 GB2470;SPC KY1Z     - 3,452,079.42  4,900,774.31   sFT  1.00007867   -0 02 34.6
 GB2470;SPC KY S     -   552,189.159   493,759.563   MT  0.99998799   -0 02 32.7
 GB2470;SPC KY S     - 1,811,640.60  1,619,942.83   sFT  0.99998799   -0 02 32.7
 GB2470;UTM  16      - 4,073,734.571   605,269.595   MT  0.99973652   +0 42 25.3
 GB2470
 GB2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2470!SPC KY1Z     -   0.99995584  x   1.00007867  =   1.00003451
 GB2470!SPC KY S     -   0.99995584  x   0.99998799  =   0.99994383
 GB2470!UTM  16      -   0.99995584  x   0.99973652  =   0.99969237
 GB2470
 GB2470|---------------------------------------------------------------------|
 GB2470| PID    Reference Object                     Distance      Geod. Az  |
 GB2470|                                                           dddmmss.s |
 GB2470| CG6170 MYERS RM 1                           40.054 METERS 02133     |
 GB2470| CG6171 MYERS RM 2                           26.975 METERS 11451     |
 GB2470| GB2471 MYERS 2 1952                         22.273 METERS 26526     |
 GB2470| CG6169 MYERS AZ MK RESET                                  3491154.5 |
 GB2470| CG6168 MYERS AZ MK                                        3491154.5 |
 GB2470| GB1941 U 62                                302.947 METERS 34925     |
 GB2470|---------------------------------------------------------------------|
 GB2470
 GB2470                          SUPERSEDED SURVEY CONTROL
 GB2470
 GB2470  NAD 83(1986)-  36 48 12.95895(N)    085 49 11.75280(W) AD(       ) 1
 GB2470  NAD 27      -  36 48 12.76200(N)    085 49 11.83600(W) AD(       ) 1
 GB2470
 GB2470.Superseded values are not recommended for survey control.
 GB2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2470.See file dsdata.txt to determine how the superseded data were derived.
 GB2470
 GB2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0527073735(NAD 83)
 GB2470_MARKER: DS = TRIANGULATION STATION DISK
 GB2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2470
 GB2470  HISTORY     - Date     Condition        Report By
 GB2470  HISTORY     - 1939     MONUMENTED       CGS
 GB2470  HISTORY     - 1950     GOOD             CGS
 GB2470  HISTORY     - 1952     SEE DESCRIPTION  CGS
 GB2470
 GB2470                          STATION DESCRIPTION
 GB2470
 GB2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 GB2470'ON A HIGH RIDGE ON THE SOUTHEAST SIDE OF STATE ROUTE 63, ABOUT 13
 GB2470'MILES SOUTH-SOUTHEAST OF GLASGOW AND 0.25 MILE SOUTH OF MT. HERMAN
 GB2470'ON STATE-OWNED LAND.  MARK IS SET IN CONCRETE, PROJECTS 8 INCHES AND
 GB2470'STAMPED MYERS 1939, 48.5 FEET WEST OF THE CENTER LINE OF STATE
 GB2470'ROUTE 63, 78 FEET WEST-SOUTHWEST OF A 10-INCH BLAZED WILD CHERRY
 GB2470'TREE, 42 FEET NORTH OF THE NORTH EDGE OF A FIELD AND 33 FEET WEST OF
 GB2470'THE EDGE OF THE HIGH BANK ALONG ROAD.
 GB2470'
 GB2470'TO REACH STATION FROM THE POST OFFICE IN MT. HERMAN, GO SOUTH ON
 GB2470'STATE HIGHWAY 63 FOR 0.25 MILE TO A 10-INCH BLAZED WILD CHERRY
 GB2470'TREE ON THE LEFT AND STATION ACROSS THE ROAD ON THE RIGHT.
 GB2470'
 GB2470'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GB2470'SET IN CONCRETE.
 GB2470'
 GB2470'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, PROJECTS 6 INCHES AND
 GB2470'IS 24 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 63 AND 45 FEET
 GB2470'NORTH OF A 10-INCH BLAZED WILD CHERRY TREE.  REFERENCE MARK NO. 2 IS
 GB2470'EAST OF THE STATION, PROJECTS 6 INCHES AND IS ON THE HIGH BANK
 GB2470'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, 23 FEET EAST OF THE CENTER
 GB2470'LINE OF THE ROAD.
 GB2470'
 GB2470'DUE TO DENSE WOODS THERE IS NO PLACE SUITABLE FOR AN AZIMUTH MARK.
 GB2470'
 GB2470'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GB2470
 GB2470                          STATION RECOVERY (1950)
 GB2470
 GB2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2470'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GB2470'GOOD CONDITION.  DISTANCES AND DIRECTIONS TO REFERENCE MARKS
 GB2470'NO. 1 AND NO. 2 WERE CHECKED AS NOTED BELOW.  AN AZIMUTH MARK WAS
 GB2470'ESTABLISHED AT THIS TIME BY THIS PARTY.  A NEW DESCRIPTION
 GB2470'FOLLOWS-
 GB2470'
 GB2470'STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF GLASGOW, 10 MILES
 GB2470'NORTHWEST OF TOMPKINSVILLE AND 0.25 MILE SOUTH OF THE SMALL VILLAGE
 GB2470'OF MT. HERMAN.  IT IS 48 FEET WEST OF CENTER OF STATE HIGHWAY 63 AND
 GB2470'28 FEET NORTHWEST OF A FENCE LINE AND WHITE WITNESS POST.  THE
 GB2470'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED MYERS 1939.
 GB2470'
 GB2470'REFERENCE MARK NO. 1 IS 131.41 FEET NORTH OF STATION, 24 FEET EAST OF
 GB2470'CENTER OF HIGHWAY AND 1 FOOT EAST OF A FENCE LINE.  THE
 GB2470'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MYERS NO 1 1939.
 GB2470'
 GB2470'REFERENCE MARK NO. 2 IS 88.50 FEET SOUTHEAST OF STATION, 23 FEET EAST
 GB2470'OF CENTER OF HIGHWAY AND 1 FOOT EAST OF A FENCE LINE.  THE MARK
 GB2470'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MYERS NO 2 1939.
 GB2470'
 GB2470'AZIMUTH MARK IS 0.25 MILE NORTH OF STATION, 20 FEET WEST OF CENTER OF
 GB2470'HIGHWAY 63 AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS
 GB2470'ABOUT 2 INCHES AND THE DISK IS STAMPED MYERS 1950.
 GB2470'
 GB2470'U 62 (USC AND GS) BM IS 993.92 FEET NORTH OF STATION, 49 FEET
 GB2470'SOUTHEAST OF CENTER OF GRAVEL ROAD, 27 FEET SOUTH OF A FENCE
 GB2470'CORNER, 24 FEET W OF CENTER OF STATE HIGHWAY 63 AND 3 FEET W OF A
 GB2470'FENCE LINE. THE MARK IS A 6X6 INCHES CONCRETE POST WHICH
 GB2470'PROJECTS ABOUT 8 INCHES AND THE DISK IS A STANDARD USC AND GS BM DISK
 GB2470'STAMPED U 62 1935.
 GB2470'
 GB2470'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 163 AND 63 IN
 GB2470'TOMPKINSVILLE, GO NORTHWEST ON HIGHWAY 63 FOR 11.3 MILES TO THE
 GB2470'STATION ON LEFT OR WEST OF HIGHWAY AS DESCRIBED.
 GB2470'
 GB2470'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON HIGHWAY 63 FOR 0.2
 GB2470'MILE TO U 62 (USC AND GS) BM ON LEFT AS DESCRIBED, CONTINUE AHEAD
 GB2470'ON HIGHWAY FOR 0.05 MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 GB2470'
 GB2470'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GB2470
 GB2470                          STATION RECOVERY (1952)
 GB2470
 GB2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GB2470'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GB2470'CONDITION. DISTANCES TO REFERENCE MARKS CHECKED BUT DIRECTIONS WERE
 GB2470'NOT OBSERVED. THE STATION WAS DESTROYED AT THE PROPERTY OWNERS
 GB2470'REQUEST AND A NEW STATION MARK WAS ESTABLISHED. THE OLD
 GB2470'AZIMUTH MARK AND REFERENCE MARKS WERE RETAINED. NO NEW REFERENCE
 GB2470'MARKS WERE SET BECAUSE OF GRADING AND CONSTRUCTION IN THE VICINITY
 GB2470'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2471 ***********************************************************************
 GB2471  DESIGNATION -  MYERS 2 1952
 GB2471  PID         -  GB2471
 GB2471  STATE/COUNTY-  KY/MONROE
 GB2471  USGS QUAD   -  FREEDOM (1982)
 GB2471
 GB2471                         *CURRENT SURVEY CONTROL
 GB2471  ___________________________________________________________________
 GB2471* NAD 83(1993)-  36 48 12.89069(N)    085 49 12.64177(W)     ADJUSTED  
 GB2471* NAVD 88     -       311.48   (+/-2cm)    1021.9    (feet)  VERTCON   
 GB2471  ___________________________________________________________________
 GB2471  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 GB2471  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB2471
 GB2471  HORZ ORDER  -  SECOND
 GB2471  VERT ORDER  -  THIRD ? (See Below)
 GB2471
 GB2471.The horizontal coordinates were established by classical geodetic methods
 GB2471.and adjusted by the National Geodetic Survey in December 1995..
 GB2471.No horizontal observational check was made to the station.
 GB2471
 GB2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2471.The vertical order pertains to the NGVD 29 superseded value.
 GB2471
 GB2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2471
 GB2471.The geoid height was determined by GEOID03.
 GB2471
 GB2471;                    North         East     Units Scale Factor Converg.
 GB2471;SPC KY1Z     - 1,052,194.155 1,493,736.792   MT  1.00007868   -0 02 35.1
 GB2471;SPC KY1Z     - 3,452,073.66  4,900,701.46   sFT  1.00007868   -0 02 35.1
 GB2471;SPC KY S     -   552,187.401   493,737.360   MT  0.99998799   -0 02 33.2
 GB2471;SPC KY S     - 1,811,634.83  1,619,869.99   sFT  0.99998799   -0 02 33.2
 GB2471;UTM  16      - 4,073,732.524   605,247.422   MT  0.99973646   +0 42 24.7
 GB2471
 GB2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2471!SPC KY1Z     -   0.99995590  x   1.00007868  =   1.00003458
 GB2471!SPC KY S     -   0.99995590  x   0.99998799  =   0.99994390
 GB2471!UTM  16      -   0.99995590  x   0.99973646  =   0.99969238
 GB2471
 GB2471|---------------------------------------------------------------------|
 GB2471| PID    Reference Object                     Distance      Geod. Az  |
 GB2471|                                                           dddmmss.s |
 GB2471| CG6170 MYERS RM 1                           57.776 METERS 04326     |
 GB2471| GB2470 MYERS                                22.273 METERS 08526     |
 GB2471| CG6171 MYERS RM 2                           47.686 METERS 10133     |
 GB2471| CG6168 MYERS AZ MK                                        3523031.4 |
 GB2471| GB1941 U 62                                301.429 METERS 35338     |
 GB2471|---------------------------------------------------------------------|
 GB2471
 GB2471                          SUPERSEDED SURVEY CONTROL
 GB2471
 GB2471  NAD 83(1986)-  36 48 12.90137(N)    085 49 12.64847(W) AD(       ) 2
 GB2471  NAD 27      -  36 48 12.70500(N)    085 49 12.72100(W) AD(       ) 2
 GB2471  NGVD 29 (07/19/86)  311.61   (m)         1022.3    (f) LEVELING    3  
 GB2471
 GB2471.Superseded values are not recommended for survey control.
 GB2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2471.See file dsdata.txt to determine how the superseded data were derived.
 GB2471
 GB2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0524773733(NAD 83)
 GB2471_MARKER: DS = TRIANGULATION STATION DISK
 GB2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2471_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2471+STABILITY: SURFACE MOTION
 GB2471
 GB2471  HISTORY     - Date     Condition        Report By
 GB2471  HISTORY     - 1952     MONUMENTED       CGS
 GB2471
 GB2471                          STATION DESCRIPTION
 GB2471
 GB2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GB2471'STATION IS LOCATED ON THE PROPERTY OF VIRGIL OLIVER ABOUT 13 MILES
 GB2471'SOUTHEAST OF GLASGOW AND 10 MILES NORTHWEST OF TOMPKINSVILLE.
 GB2471'IT IS 120 FEET WEST OF CENTER OF STATE HIGHWAY 63, 41 FEET SOUTHWEST
 GB2471'OF THE SOUTHWEST CORNER OF A STONE HOUSE AND 5 FEET SOUTH OF A
 GB2471'WHITE WITNESS POST.  THE MARK IS 12 INCHES UNDERGROUND AND THE DISK
 GB2471'IS STAMPED MYERS 2 1952.
 GB2471'
 GB2471'REFERENCE MARK NO. 1 IS 24 FEET EAST OF CENTER OF HIGHWAY 63 AND 1
 GB2471'FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GB2471'DISK IS STAMPED MYERS NO 1 1939.
 GB2471'
 GB2471'REFERENCE MARK NO. 2 IS 23 FEET EAST OF CENTER OF HIGHWAY 63 AND 1
 GB2471'FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GB2471'DISK IS STAMPED MYERS NO 2 1939.
 GB2471'
 GB2471'AZIMUTH MARK IS 20 FEET WEST OF CENTER OF HIGHWAY 63 AND 1 FOOT WEST
 GB2471'OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GB2471'STAMPED MYERS 1950.
 GB2471'
 GB2471'U 62 (USC AND GS) BM IS 49 FEET SOUTHEAST OF CENTER OF A GRAVEL ROAD
 GB2471'AND 24 FEET WEST OF CENTER OF HIGHWAY 63. THE MARK IS A 6X6 IN
 GB2471'CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES AND THE DISK IS A USC AND
 GB2471'GS BENCH MARK DISK STAMPED U 62 1935.
 GB2471'
 GB2471'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 163 AND 63
 GB2471'IN TOMPKINSVILLE, GO NORTHWEST ON HIGHWAY 63 FOR 11.3 MILES TO A
 GB2471'STONE HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 GB2471'
 GB2471'TO REACH THE AZIMUTH MARK FORM THE STATION, GO NORTH ON HIGHWAY 63
 GB2471'FOR 0.2 MILE TO A GRAVEL ROAD LEFT AND THE BENCH MARK AS DESCRIBED.
 GB2471'CONTINUE NORTH ON HIGHWAY FOR 0.05 MILE TO AZIMUTH MARK ON LEFT AS
 GB2471'DESCRIBED.
 GB2471'
 GB2471'(NOTE) NO NEW REFERENCE MARKS WERE SET AT THIS STATION BECAUSE OF
 GB2471'CONSTRUCTION AND GRADING IN THE VICINITY OF THE STATION MARK.
 GB2471'
 GB2471'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1272 ***********************************************************************
 GZ1272  DESIGNATION -  N 1
 GZ1272  PID         -  GZ1272
 GZ1272  STATE/COUNTY-  KY/MERCER
 GZ1272  USGS QUAD   -  HARRODSBURG (1987)
 GZ1272
 GZ1272                         *CURRENT SURVEY CONTROL
 GZ1272  ___________________________________________________________________
 GZ1272* NAD 83(1986)-  37 45 13.     (N)    084 46 14.     (W)     SCALED    
 GZ1272* NAVD 88     -       273.327  (meters)     896.74   (feet)  ADJUSTED  
 GZ1272  ___________________________________________________________________
 GZ1272  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GZ1272  DYNAMIC HT  -         273.117 (meters)     896.05  (feet)  COMP
 GZ1272  MODELED GRAV-     979,854.3   (mgal)                       NAVD 88
 GZ1272
 GZ1272  VERT ORDER  -  FIRST     CLASS II
 GZ1272
 GZ1272.The horizontal coordinates were scaled from a topographic map and have
 GZ1272.an estimated accuracy of +/- 6 seconds.
 GZ1272
 GZ1272.The orthometric height was determined by differential leveling
 GZ1272.and adjusted by the National Geodetic Survey in June 1991..
 GZ1272
 GZ1272.The geoid height was determined by GEOID03.
 GZ1272
 GZ1272.The dynamic height is computed by dividing the NAVD 88
 GZ1272.geopotential number by the normal gravity value computed on the
 GZ1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1272.degrees latitude (g = 980.6199 gals.).
 GZ1272
 GZ1272.The modeled gravity was interpolated from observed gravity values.
 GZ1272
 GZ1272;                    North         East    Units  Estimated Accuracy
 GZ1272;SPC KY1Z     - 1,158,080.    1,586,300.      MT  (+/- 180 meters Scaled)
 GZ1272
 GZ1272                          SUPERSEDED SURVEY CONTROL
 GZ1272
 GZ1272  NGVD 29 (??/??/92)  273.487  (m)          897.27   (f) ADJ UNCH    1 2
 GZ1272
 GZ1272.Superseded values are not recommended for survey control.
 GZ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1272.See file dsdata.txt to determine how the superseded data were derived.
 GZ1272
 GZ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG964808(NAD 83)
 GZ1272_MARKER: Q = CHISELED SQUARE
 GZ1272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ1272_SP_SET: BUILDING
 GZ1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ1272
 GZ1272  HISTORY     - Date     Condition        Report By
 GZ1272  HISTORY     - UNK      MONUMENTED       CGS
 GZ1272  HISTORY     - 1950     GOOD             NGS
 GZ1272  HISTORY     - 1958     GOOD             NGS
 GZ1272
 GZ1272                          STATION DESCRIPTION
 GZ1272
 GZ1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ1272'AT BURGIN.
 GZ1272'AT BURGIN, MERCER COUNTY, ON THE NORTH SIDE OF MAIN STREET,
 GZ1272'35 FEET EAST OF THE EAST LINE OF MAPLE STREET, AT THE FORMER
 GZ1272'J.P. MILLER BUILDING (OWNED IN 1934 BY MRS. CHARLES B. WHITE)
 GZ1272'ON THE EAST END OF AN IRON BASE PLATE UNDER A WINDOW, AND 6
 GZ1272'INCHS WEST OF THE EAST BUTRESS CLOSE TO THE FRONT EDGE OF THE
 GZ1272'PLATE.  THE SURFACE OF THE PLATE WITHIN A SQUARE ONE INCH OF A
 GZ1272'SIDE CUT WITH A COLD CHISEL.
 GZ1272
 GZ1272                          STATION RECOVERY (1958)
 GZ1272
 GZ1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY1596 ***********************************************************************
 HY1596  DESIGNATION -  N 10
 HY1596  PID         -  HY1596
 HY1596  STATE/COUNTY-  KY/CARTER
 HY1596  USGS QUAD   -  SOLDIER (1970)
 HY1596
 HY1596                         *CURRENT SURVEY CONTROL
 HY1596  ___________________________________________________________________
 HY1596* NAD 83(1986)-  38 15 35.     (N)    083 18 05.     (W)     SCALED    
 HY1596* NAVD 88     -       300.161  (meters)     984.78   (feet)  ADJUSTED  
 HY1596  ___________________________________________________________________
 HY1596  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HY1596  DYNAMIC HT  -         299.953 (meters)     984.10  (feet)  COMP
 HY1596  MODELED GRAV-     979,929.6   (mgal)                       NAVD 88
 HY1596
 HY1596  VERT ORDER  -  FIRST     CLASS II
 HY1596
 HY1596.The horizontal coordinates were scaled from a topographic map and have
 HY1596.an estimated accuracy of +/- 6 seconds.
 HY1596
 HY1596.The orthometric height was determined by differential leveling
 HY1596.and adjusted by the National Geodetic Survey in June 1991..
 HY1596
 HY1596.The geoid height was determined by GEOID03.
 HY1596
 HY1596.The dynamic height is computed by dividing the NAVD 88
 HY1596.geopotential number by the normal gravity value computed on the
 HY1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1596.degrees latitude (g = 980.6199 gals.).
 HY1596
 HY1596.The modeled gravity was interpolated from observed gravity values.
 HY1596
 HY1596;                    North         East    Units  Estimated Accuracy
 HY1596;SPC KY1Z     - 1,216,610.    1,714,270.      MT  (+/- 180 meters Scaled)
 HY1596
 HY1596                          SUPERSEDED SURVEY CONTROL
 HY1596
 HY1596  NGVD 29 (??/??/92)  300.279  (m)          985.17   (f) ADJ UNCH    1 2
 HY1596
 HY1596.Superseded values are not recommended for survey control.
 HY1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1596.See file dsdata.txt to determine how the superseded data were derived.
 HY1596
 HY1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC986371(NAD 83)
 HY1596_MARKER: DB = BENCH MARK DISK
 HY1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1596+STABILITY: SURFACE MOTION
 HY1596
 HY1596  HISTORY     - Date     Condition        Report By
 HY1596  HISTORY     - UNK      MONUMENTED       CORR
 HY1596  HISTORY     - 1928     GOOD             NGS
 HY1596  HISTORY     - 1955     MARK NOT FOUND   NGS
 HY1596
 HY1596                          STATION DESCRIPTION
 HY1596
 HY1596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HY1596'8.4 MI SW FROM OLIVE HILL.
 HY1596'ABOUT 500 FT. S. W. SOLDIER STATION, 35 FT. S. CENTER OF C. AND
 HY1596'O. RY. TRACKS, AND 1 FT. E. FENCE LINE.
 HY1596
 HY1596                          STATION RECOVERY (1955)
 HY1596
 HY1596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 HY1596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1812 ***********************************************************************
 GY1812  DESIGNATION -  N 11
 GY1812  PID         -  GY1812
 GY1812  STATE/COUNTY-  KY/MORGAN
 GY1812  USGS QUAD   -  CANNEL CITY (1993)
 GY1812
 GY1812                         *CURRENT SURVEY CONTROL
 GY1812  ___________________________________________________________________
 GY1812* NAD 83(1986)-  37 45 28.     (N)    083 18 02.     (W)     SCALED    
 GY1812* NAVD 88     -       314.730  (meters)    1032.58   (feet)  ADJUSTED  
 GY1812  ___________________________________________________________________
 GY1812  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GY1812  DYNAMIC HT  -         314.492 (meters)    1031.80  (feet)  COMP
 GY1812  MODELED GRAV-     979,864.7   (mgal)                       NAVD 88
 GY1812
 GY1812  VERT ORDER  -  FIRST     CLASS II
 GY1812
 GY1812.The horizontal coordinates were scaled from a topographic map and have
 GY1812.an estimated accuracy of +/- 6 seconds.
 GY1812
 GY1812.The orthometric height was determined by differential leveling
 GY1812.and adjusted by the National Geodetic Survey in June 1991..
 GY1812
 GY1812.The geoid height was determined by GEOID03.
 GY1812
 GY1812.The dynamic height is computed by dividing the NAVD 88
 GY1812.geopotential number by the normal gravity value computed on the
 GY1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1812.degrees latitude (g = 980.6199 gals.).
 GY1812
 GY1812.The modeled gravity was interpolated from observed gravity values.
 GY1812
 GY1812;                    North         East    Units  Estimated Accuracy
 GY1812;SPC KY1Z     - 1,160,920.    1,715,800.      MT  (+/- 180 meters Scaled)
 GY1812
 GY1812                          SUPERSEDED SURVEY CONTROL
 GY1812
 GY1812  NGVD 29 (??/??/92)  314.82   (m)         1032.9    (f) COMPUTED    1 2
 GY1812
 GY1812.Superseded values are not recommended for survey control.
 GY1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1812.See file dsdata.txt to determine how the superseded data were derived.
 GY1812
 GY1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB973814(NAD 83)
 GY1812_MARKER: DB = BENCH MARK DISK
 GY1812_SETTING: 0 = UNSPECIFIED SETTING
 GY1812_STAMPING: N-11
 GY1812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY1812
 GY1812  HISTORY     - Date     Condition        Report By
 GY1812  HISTORY     - UNK      MONUMENTED       CGS
 GY1812  HISTORY     - 1950     GOOD             NGS
 GY1812
 GY1812                          STATION DESCRIPTION
 GY1812
 GY1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GY1812'AT INSKO.
 GY1812'THE MARK IS LOCATED 500 FT. NORTH OF THE POST OFFICE AT INSKO,
 GY1812'400 FEET NORTH OF THE JUNCTION OF STATE HIGHWAYS 191 AND 134, 90
 GY1812'FEET EAST OF STATE HIGHWAY 191, IN A GARDEN NEAR A RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0512 ***********************************************************************
 GD0512  DESIGNATION -  N 118
 GD0512  PID         -  GD0512
 GD0512  STATE/COUNTY-  KY/FULTON
 GD0512  USGS QUAD   -  HICKMAN (1983)
 GD0512
 GD0512                         *CURRENT SURVEY CONTROL
 GD0512  ___________________________________________________________________
 GD0512* NAD 83(1986)-  36 34 13.     (N)    089 10 41.     (W)     SCALED    
 GD0512* NAVD 88     -       113.434  (meters)     372.16   (feet)  ADJUSTED  
 GD0512  ___________________________________________________________________
 GD0512  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0512  DYNAMIC HT  -         113.345 (meters)     371.87  (feet)  COMP
 GD0512  MODELED GRAV-     979,849.2   (mgal)                       NAVD 88
 GD0512
 GD0512  VERT ORDER  -  FIRST     CLASS II
 GD0512
 GD0512.The horizontal coordinates were scaled from a topographic map and have
 GD0512.an estimated accuracy of +/- 6 seconds.
 GD0512
 GD0512.The orthometric height was determined by differential leveling
 GD0512.and adjusted by the National Geodetic Survey in June 1991..
 GD0512
 GD0512.The geoid height was determined by GEOID03.
 GD0512
 GD0512.The dynamic height is computed by dividing the NAVD 88
 GD0512.geopotential number by the normal gravity value computed on the
 GD0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0512.degrees latitude (g = 980.6199 gals.).
 GD0512
 GD0512.The modeled gravity was interpolated from observed gravity values.
 GD0512
 GD0512;                    North         East    Units  Estimated Accuracy
 GD0512;SPC KY1Z     - 1,031,940.    1,193,170.      MT  (+/- 180 meters Scaled)
 GD0512
 GD0512                          SUPERSEDED SURVEY CONTROL
 GD0512
 GD0512  NGVD 29 (??/??/??)  113.507  (m)          372.40   (f) ADJUSTED    1 2
 GD0512
 GD0512.Superseded values are not recommended for survey control.
 GD0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0512.See file dsdata.txt to determine how the superseded data were derived.
 GD0512
 GD0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF051494(NAD 83)
 GD0512_MARKER: DB = BENCH MARK DISK
 GD0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0512+STABILITY: SURFACE MOTION
 GD0512
 GD0512  HISTORY     - Date     Condition        Report By
 GD0512  HISTORY     - 1938     MONUMENTED       CGS
 GD0512  HISTORY     - 1957     MARK NOT FOUND   CGS
 GD0512
 GD0512                          STATION DESCRIPTION
 GD0512
 GD0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0512'1.1 MI E FROM HICKMAN.
 GD0512'1.1 MILE EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE AT
 GD0512'HICKMAN.  IT IS 62.5 FEET EAST OF THE CENTERLINE OF THE
 GD0512'NASHVILLE, CHATTANOOGA, AND ST. LOUIS RAILROAD, 32.0 FEET EAST
 GD0512'OF RAILROAD MILEPOST NO. 167.20, 27.0 FEET NORTH OF AND ABOUT
 GD0512'THE SAME ELEVATION AS CENTERLINE OF HIGHWAY, 3.0 FEET WEST OF A
 GD0512'4X4-INCH WOODEN MARKER POST.  A DISK SET IN A CONCRETE POST.
 GD0512'MONUMENT IS ABOUT 0.5 FOOT BELOW THE SURFACE OF THE GROUND.
 GD0512'NOTE-- THE RAILROAD TRACK HAS BEEN REMOVED AND A BUILDING AND
 GD0512'DRIVE WAY HAS RECENTLY BEEN CONSTRUCTED.  IT IS BELIEVED THAT THE
 GD0512'MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0333 ***********************************************************************
 HA0333  DESIGNATION -  N 120
 HA0333  PID         -  HA0333
 HA0333  STATE/COUNTY-  KY/WARREN
 HA0333  USGS QUAD   -  SUGAR GROVE (1973)
 HA0333
 HA0333                         *CURRENT SURVEY CONTROL
 HA0333  ___________________________________________________________________
 HA0333* NAD 83(1986)-  37 05 34.     (N)    086 38 02.     (W)     SCALED    
 HA0333* NAVD 88     -       187.943  (meters)     616.61   (feet)  ADJUSTED  
 HA0333  ___________________________________________________________________
 HA0333  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HA0333  DYNAMIC HT  -         187.797 (meters)     616.13  (feet)  COMP
 HA0333  MODELED GRAV-     979,847.0   (mgal)                       NAVD 88
 HA0333
 HA0333  VERT ORDER  -  SECOND    CLASS 0
 HA0333
 HA0333.The horizontal coordinates were scaled from a topographic map and have
 HA0333.an estimated accuracy of +/- 6 seconds.
 HA0333
 HA0333.The orthometric height was determined by differential leveling
 HA0333.and adjusted by the National Geodetic Survey in June 1991..
 HA0333
 HA0333.The geoid height was determined by GEOID03.
 HA0333
 HA0333.The dynamic height is computed by dividing the NAVD 88
 HA0333.geopotential number by the normal gravity value computed on the
 HA0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0333.degrees latitude (g = 980.6199 gals.).
 HA0333
 HA0333.The modeled gravity was interpolated from observed gravity values.
 HA0333
 HA0333;                    North         East    Units  Estimated Accuracy
 HA0333;SPC KY1Z     - 1,084,660.    1,421,420.      MT  (+/- 180 meters Scaled)
 HA0333
 HA0333                          SUPERSEDED SURVEY CONTROL
 HA0333
 HA0333  NGVD 29 (??/??/92)  188.068  (m)          617.02   (f) ADJ UNCH    2 0
 HA0333
 HA0333.Superseded values are not recommended for survey control.
 HA0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0333.See file dsdata.txt to determine how the superseded data were derived.
 HA0333
 HA0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG325052(NAD 83)
 HA0333_MARKER: DB = BENCH MARK DISK
 HA0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0333_SP_SET: CULVERT
 HA0333_STAMPING: N 120 1940
 HA0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0333
 HA0333  HISTORY     - Date     Condition        Report By
 HA0333  HISTORY     - 1940     MONUMENTED       CGS
 HA0333
 HA0333                          STATION DESCRIPTION
 HA0333
 HA0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HA0333'1.4 MI NW FROM HADLEY.
 HA0333'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 231 FROM THE POST OFFICE
 HA0333'AT HADLEY, WARREN COUNTY, 0.2 MILE EAST OF THE BUTLER-WARREN
 HA0333'COUNTY LINE, AT A CONCRETE CULVERT, IN THE TOP OF THE EAST END
 HA0333'OF THE SOUTH HEADWALL, 16.3 FEET SOUTH OF THE CENTERLINE OF THE
 HA0333'HIGHWAY, AND 3.1 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 HA0333'STANDARD DISK, STAMPED N 120 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0999 ***********************************************************************
 GC0999  DESIGNATION -  N 121 RESET 1974
 GC0999  PID         -  GC0999
 GC0999  STATE/COUNTY-  KY/LOGAN
 GC0999  USGS QUAD   -  RUSSELLVILLE (1983)
 GC0999
 GC0999                         *CURRENT SURVEY CONTROL
 GC0999  ___________________________________________________________________
 GC0999* NAD 83(1986)-  36 49 48.     (N)    086 58 56.     (W)     SCALED    
 GC0999* NAVD 88     -       186.23   (+/-2cm)     611.0    (feet)  VERTCON   
 GC0999  ___________________________________________________________________
 GC0999  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GC0999
 GC0999  VERT ORDER  -  THIRD (See Below)
 GC0999
 GC0999.The horizontal coordinates were scaled from a topographic map and have
 GC0999.an estimated accuracy of +/- 6 seconds.
 GC0999
 GC0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0999.The vertical order pertains to the NGVD 29 superseded value.
 GC0999
 GC0999.The geoid height was determined by GEOID03.
 GC0999
 GC0999;                    North         East    Units  Estimated Accuracy
 GC0999;SPC KY1Z     - 1,055,850.    1,390,070.      MT  (+/- 180 meters Scaled)
 GC0999
 GC0999                          SUPERSEDED SURVEY CONTROL
 GC0999
 GC0999  NGVD 29 (??/??/??)  186.31   (m)          611.3    (f) RESET       3  
 GC0999
 GC0999.Superseded values are not recommended for survey control.
 GC0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0999.See file dsdata.txt to determine how the superseded data were derived.
 GC0999
 GC0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF015760(NAD 83)
 GC0999_MARKER: DB = BENCH MARK DISK
 GC0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0999_STAMPING: N 121 RESET 1974
 GC0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0999+STABILITY: SURFACE MOTION
 GC0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0999+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 GC0999
 GC0999  HISTORY     - Date     Condition        Report By
 GC0999  HISTORY     - 1974     MONUMENTED       NGS
 GC0999  HISTORY     - 19950913 GOOD             KYDT
 GC0999
 GC0999                          STATION DESCRIPTION
 GC0999
 GC0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GC0999'5 MI W FROM RUSSELLVILLE.
 GC0999'5.05 MILES WEST ALONG U.S. HIGHWAY 68 FROM THE L AND N RAILROAD
 GC0999'STATION AT RUSSELLVILLE, 36 FEET NORTH OF THE CENTERLINE OF THE
 GC0999'HIGHWAY, 18 FEET EAST OF THE CENTERLINE OF A PRIVATE DRIVEWAY,
 GC0999'1 FOOT WEST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 GC0999'ROUND CONCRETE POST PROJECTING 4 INCHES.
 GC0999
 GC0999                          STATION RECOVERY (1995)
 GC0999
 GC0999'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1995 (RDH)
 GC0999'MARK IS 15.4 FEET EAST OF CENTERLINE OF DEVASHER ROAD, 12.1 FEET NORTH
 GC0999'OF EAST END OF 20 INCH CONCRETE CULVERT PIPE UNDER DEVASHER ROAD, 1
 GC0999'FOOT SOUTH OF WITNESS POST AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HY0853 ***********************************************************************
 HY0853  DESIGNATION -  N 123
 HY0853  PID         -  HY0853
 HY0853  STATE/COUNTY-  KY/CARTER
 HY0853  USGS QUAD   -  GRAYSON (1978)
 HY0853
 HY0853                         *CURRENT SURVEY CONTROL
 HY0853  ___________________________________________________________________
 HY0853* NAD 83(1986)-  38 16 26.     (N)    082 58 25.     (W)     SCALED    
 HY0853* NAVD 88     -       189.571  (meters)     621.95   (feet)  ADJUSTED  
 HY0853  ___________________________________________________________________
 HY0853  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HY0853  DYNAMIC HT  -         189.444 (meters)     621.53  (feet)  COMP
 HY0853  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 HY0853
 HY0853  VERT ORDER  -  SECOND    CLASS 0
 HY0853
 HY0853.The horizontal coordinates were scaled from a topographic map and have
 HY0853.an estimated accuracy of +/- 6 seconds.
 HY0853
 HY0853.The orthometric height was determined by differential leveling
 HY0853.and adjusted by the National Geodetic Survey in June 1991..
 HY0853
 HY0853.The geoid height was determined by GEOID03.
 HY0853
 HY0853.The dynamic height is computed by dividing the NAVD 88
 HY0853.geopotential number by the normal gravity value computed on the
 HY0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0853.degrees latitude (g = 980.6199 gals.).
 HY0853
 HY0853.The modeled gravity was interpolated from observed gravity values.
 HY0853
 HY0853;                    North         East    Units  Estimated Accuracy
 HY0853;SPC KY1Z     - 1,218,980.    1,742,890.      MT  (+/- 180 meters Scaled)
 HY0853
 HY0853                          SUPERSEDED SURVEY CONTROL
 HY0853
 HY0853  NGVD 29 (??/??/92)  189.759  (m)          622.57   (f) ADJ UNCH    2 0
 HY0853
 HY0853.Superseded values are not recommended for survey control.
 HY0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0853.See file dsdata.txt to determine how the superseded data were derived.
 HY0853
 HY0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC273380(NAD 83)
 HY0853_MARKER: DB = BENCH MARK DISK
 HY0853_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0853_SP_SET: CULVERT
 HY0853_STAMPING: N 123 1940 622.568
 HY0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0853
 HY0853  HISTORY     - Date     Condition        Report By
 HY0853  HISTORY     - 1940     MONUMENTED       CGS
 HY0853  HISTORY     - 1955     GOOD             NGS
 HY0853  HISTORY     - 19970924 MARK NOT FOUND   KYDT
 HY0853
 HY0853                          STATION DESCRIPTION
 HY0853
 HY0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HY0853'1 MI S FROM LEON.
 HY0853'1.05 MILES SOUTH ALONG STATE HIGHWAY 7 FROM CROSSING OF C. AND O
 HY0853'RR. AT LEON, 91.5 FEET SOUTH OF THE SOUTHEAST CORNER OF SMALL WHITE
 HY0853'BUILDING, AT A CONCRETE CULVERT, OPPOSITE A PRIVATE ROAD EAST,
 HY0853'IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, 14.0 FEET
 HY0853'WEST OF THE CENTER LINE OF HIGHWAY.
 HY0853
 HY0853                          STATION RECOVERY (1997)
 HY0853
 HY0853'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1997 (RDH)
 HY0853'POSSIBLY TORN OUT WHEN KY 7 WAS PREVIOUSLY REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0144 ***********************************************************************
 HA0144  DESIGNATION -  N 124
 HA0144  PID         -  HA0144
 HA0144  STATE/COUNTY-  KY/WARREN
 HA0144  USGS QUAD   -  SMITHS GROVE (1994)
 HA0144
 HA0144                         *CURRENT SURVEY CONTROL
 HA0144  ___________________________________________________________________
 HA0144* NAD 83(1986)-  37 03 42.     (N)    086 09 53.     (W)     SCALED    
 HA0144* NAVD 88     -       198.359  (meters)     650.78   (feet)  ADJUSTED  
 HA0144  ___________________________________________________________________
 HA0144  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HA0144  DYNAMIC HT  -         198.206 (meters)     650.28  (feet)  COMP
 HA0144  MODELED GRAV-     979,852.7   (mgal)                       NAVD 88
 HA0144
 HA0144  VERT ORDER  -  FIRST     CLASS I
 HA0144
 HA0144.The horizontal coordinates were scaled from a topographic map and have
 HA0144.an estimated accuracy of +/- 6 seconds.
 HA0144
 HA0144.The orthometric height was determined by differential leveling
 HA0144.and adjusted by the National Geodetic Survey in June 1991..
 HA0144.WARNING-Repeat measurements at this control monument indicate possible
 HA0144.vertical movement.
 HA0144
 HA0144.The geoid height was determined by GEOID03.
 HA0144
 HA0144.The dynamic height is computed by dividing the NAVD 88
 HA0144.geopotential number by the normal gravity value computed on the
 HA0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0144.degrees latitude (g = 980.6199 gals.).
 HA0144
 HA0144.The modeled gravity was interpolated from observed gravity values.
 HA0144
 HA0144;                    North         East    Units  Estimated Accuracy
 HA0144;SPC KY1Z     - 1,080,920.    1,463,120.      MT  (+/- 180 meters Scaled)
 HA0144
 HA0144                          SUPERSEDED SURVEY CONTROL
 HA0144
 HA0144  NGVD 29 (??/??/92)  198.465  (m)          651.13   (f) ADJ UNCH    1 1
 HA0144
 HA0144.Superseded values are not recommended for survey control.
 HA0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0144.See file dsdata.txt to determine how the superseded data were derived.
 HA0144
 HA0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG742020(NAD 83)
 HA0144_MARKER: DB = BENCH MARK DISK
 HA0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0144_STAMPING: N 124 1943
 HA0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0144+STABILITY: SURFACE MOTION
 HA0144
 HA0144  HISTORY     - Date     Condition        Report By
 HA0144  HISTORY     - 1943     MONUMENTED       CGS
 HA0144  HISTORY     - 1968     GOOD             NGS
 HA0144
 HA0144                          STATION DESCRIPTION
 HA0144
 HA0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0144'1.6 MI SW FROM ROCKY HILL.
 HA0144'ABOUT 1.55 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HA0144'RAILROAD FROM THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 259
 HA0144'AT ROCKY HILL, OR ABOUT 2.55 MILES NORTHEAST ALONG THE LOUISVILLE
 HA0144'AND NASHVILLE RAILROAD FROM THE CROSSING OF THE RAILROAD AND
 HA0144'STATE HIGHWAY 101 AT SMITHS GROVE, 35 FEET WEST OF THE CENTER
 HA0144'OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 24 FEET
 HA0144'NORTHWEST OF THE NORTHWEST RAIL, 28 FEET SOUTHWEST OF THE
 HA0144'CENTERLINE OF THE ROAD, 18 FEET SOUTHWEST OF A FENCE CORNER POST,
 HA0144'5 1/2 FEET SOUTHEAST OF A FENCE, 1.0 FOOT SOUTHWEST OF A METAL
 HA0144'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND
 HA0144'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0296 ***********************************************************************
 HA0296  DESIGNATION -  N 126
 HA0296  PID         -  HA0296
 HA0296  STATE/COUNTY-  KY/MUHLENBERG
 HA0296  USGS QUAD   -  DUNMOR (1953)
 HA0296
 HA0296                         *CURRENT SURVEY CONTROL
 HA0296  ___________________________________________________________________
 HA0296* NAD 83(1986)-  37 05 52.     (N)    086 59 54.     (W)     SCALED    
 HA0296* NAVD 88     -       147.274  (meters)     483.18   (feet)  ADJUSTED  
 HA0296  ___________________________________________________________________
 HA0296  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 HA0296  DYNAMIC HT  -         147.163 (meters)     482.82  (feet)  COMP
 HA0296  MODELED GRAV-     979,878.7   (mgal)                       NAVD 88
 HA0296
 HA0296  VERT ORDER  -  SECOND    CLASS 0
 HA0296
 HA0296.The horizontal coordinates were scaled from a topographic map and have
 HA0296.an estimated accuracy of +/- 6 seconds.
 HA0296
 HA0296.The orthometric height was determined by differential leveling
 HA0296.and adjusted by the National Geodetic Survey in June 1991..
 HA0296
 HA0296.The geoid height was determined by GEOID03.
 HA0296
 HA0296.The dynamic height is computed by dividing the NAVD 88
 HA0296.geopotential number by the normal gravity value computed on the
 HA0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0296.degrees latitude (g = 980.6199 gals.).
 HA0296
 HA0296.The modeled gravity was interpolated from observed gravity values.
 HA0296
 HA0296;                    North         East    Units  Estimated Accuracy
 HA0296;SPC KY1Z     - 1,085,580.    1,389,030.      MT  (+/- 180 meters Scaled)
 HA0296
 HA0296                          SUPERSEDED SURVEY CONTROL
 HA0296
 HA0296  NGVD 29 (??/??/92)  147.391  (m)          483.57   (f) ADJ UNCH    2 0
 HA0296
 HA0296.Superseded values are not recommended for survey control.
 HA0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0296.See file dsdata.txt to determine how the superseded data were derived.
 HA0296
 HA0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG001057(NAD 83)
 HA0296_MARKER: DB = BENCH MARK DISK
 HA0296_SETTING: 66 = SET IN ROCK OUTCROP
 HA0296_SP_SET: ROCK OUTCROP
 HA0296_STAMPING: N 126 1943
 HA0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0296+STABILITY: POSITION/ELEVATION WELL
 HA0296
 HA0296  HISTORY     - Date     Condition        Report By
 HA0296  HISTORY     - 1943     MONUMENTED       CGS
 HA0296
 HA0296                          STATION DESCRIPTION
 HA0296
 HA0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HA0296'1.1 MI S FROM PENROD.
 HA0296'1.1 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 HA0296'THE SIDING AT PENROD, MUHLENBERG COUNTY, 1.8 MILES NORTH OF THE
 HA0296'MAIN STREET CROSSING AT DUNMOR, AT THE SOUTH END OF A HIGH FILL,
 HA0296'103.3 FEET WEST OF THE CENTERLINE OF THE TRACK, 56.8 FEET WEST
 HA0296'ACROSS STATE HIGHWAY 75 FROM A TELEPHONE POLE, 29 FEET EAST OF THE
 HA0296'SOUTHEAST CORNER POST OF A FARMYARD FENCE, IN THE TOP OF A LARGE
 HA0296'SANDSTONE OUTCROP, 16.9 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 HA0296'ABOUT 9 FEET LOWER THAN THE TRACK, AND LEVEL WITH THE HIGHWAY.
 HA0296'A STANDARD DISK, STAMPED N 126 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0012 ***********************************************************************
 GD0012  DESIGNATION -  N 127
 GD0012  PID         -  GD0012
 GD0012  STATE/COUNTY-  KY/LYON
 GD0012  USGS QUAD   -  BIRMINGHAM POINT (1987)
 GD0012
 GD0012                         *CURRENT SURVEY CONTROL
 GD0012  ___________________________________________________________________
 GD0012* NAD 83(1986)-  36 58 11.     (N)    088 11 47.     (W)     SCALED    
 GD0012* NAVD 88     -       128.028  (meters)     420.04   (feet)  ADJUSTED  
 GD0012  ___________________________________________________________________
 GD0012  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GD0012  DYNAMIC HT  -         127.932 (meters)     419.72  (feet)  COMP
 GD0012  MODELED GRAV-     979,874.0   (mgal)                       NAVD 88
 GD0012
 GD0012  VERT ORDER  -  FIRST     CLASS II
 GD0012
 GD0012.The horizontal coordinates were scaled from a topographic map and have
 GD0012.an estimated accuracy of +/- 6 seconds.
 GD0012
 GD0012.The orthometric height was determined by differential leveling
 GD0012.and adjusted by the National Geodetic Survey in June 1991..
 GD0012
 GD0012.The geoid height was determined by GEOID03.
 GD0012
 GD0012.The dynamic height is computed by dividing the NAVD 88
 GD0012.geopotential number by the normal gravity value computed on the
 GD0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0012.degrees latitude (g = 980.6199 gals.).
 GD0012
 GD0012.The modeled gravity was interpolated from observed gravity values.
 GD0012
 GD0012;                    North         East    Units  Estimated Accuracy
 GD0012;SPC KY1Z     - 1,073,490.    1,282,180.      MT  (+/- 180 meters Scaled)
 GD0012
 GD0012                          SUPERSEDED SURVEY CONTROL
 GD0012
 GD0012  NGVD 29 (??/??/??)  128.102  (m)          420.28   (f) ADJUSTED    1 2
 GD0012
 GD0012.Superseded values are not recommended for survey control.
 GD0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0012.See file dsdata.txt to determine how the superseded data were derived.
 GD0012
 GD0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF935921(NAD 83)
 GD0012_MARKER: DB = BENCH MARK DISK
 GD0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0012_STAMPING: N 127 1946
 GD0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0012+STABILITY: SURFACE MOTION
 GD0012
 GD0012  HISTORY     - Date     Condition        Report By
 GD0012  HISTORY     - 1946     MONUMENTED       CGS
 GD0012  HISTORY     - 20030806 MARK NOT FOUND   KYDT
 GD0012
 GD0012                          STATION DESCRIPTION
 GD0012
 GD0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0012'3.4 MI SE FROM GRAND RIVERS.
 GD0012'ABOUT 3.45 MILES SOUTHEAST ALONG THE STAR LIME WORKS ROAD FROM
 GD0012'THE POST OFFICE AT GRAND RIVERS, ABOUT 1.0 MILE SOUTHEAST OF A
 GD0012'COLORED SETTLEMENT LOCALLY KNOWN AS NEGRO BEND, ABOUT 0.7 MILE
 GD0012'NORTHWEST OF NICKLES CEMETERY, AT A DIM CROSS ROAD AT THE
 GD0012'SOUTHEAST EDGE OF A WOODED AREA, 52 FEET NORTHEAST OF THE CENTER
 GD0012'LINE OF THE MAIN ROAD, 16 FEET EAST OF THE CENTER LINE OF THE
 GD0012'CROSS ROAD, 72 FEET EAST OF AN OAK TREE AT THE WEST END OF AN
 GD0012'EAST WEST FENCE LINE, 6.5 FEET SOUTH OF THE FENCE LINE, ABOUT
 GD0012'1 FOOT ABOVE THE MAIN ROAD, AND SET IN THE TOP OF A CONCRETE
 GD0012'POST PROJECTING 4 INCHES.
 GD0012
 GD0012                          STATION RECOVERY (2003)
 GD0012
 GD0012'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 GD0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0578 ***********************************************************************
 GD0578  DESIGNATION -  N 128
 GD0578  PID         -  GD0578
 GD0578  STATE/COUNTY-  KY/BALLARD
 GD0578  USGS QUAD   -  WICKLIFFE (1983)
 GD0578
 GD0578                         *CURRENT SURVEY CONTROL
 GD0578  ___________________________________________________________________
 GD0578* NAD 83(1986)-  36 58 25.     (N)    089 05 42.     (W)     SCALED    
 GD0578* NAVD 88     -       100.260  (meters)     328.94   (feet)  ADJUSTED  
 GD0578  ___________________________________________________________________
 GD0578  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0578  DYNAMIC HT  -         100.185 (meters)     328.69  (feet)  COMP
 GD0578  MODELED GRAV-     979,883.4   (mgal)                       NAVD 88
 GD0578
 GD0578  VERT ORDER  -  FIRST     CLASS I
 GD0578
 GD0578.The horizontal coordinates were scaled from a topographic map and have
 GD0578.an estimated accuracy of +/- 6 seconds.
 GD0578
 GD0578.The orthometric height was determined by differential leveling
 GD0578.and adjusted by the National Geodetic Survey in June 1991..
 GD0578
 GD0578.The geoid height was determined by GEOID03.
 GD0578
 GD0578.The dynamic height is computed by dividing the NAVD 88
 GD0578.geopotential number by the normal gravity value computed on the
 GD0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0578.degrees latitude (g = 980.6199 gals.).
 GD0578
 GD0578.The modeled gravity was interpolated from observed gravity values.
 GD0578
 GD0578;                    North         East    Units  Estimated Accuracy
 GD0578;SPC KY1Z     - 1,076,400.    1,202,210.      MT  (+/- 180 meters Scaled)
 GD0578
 GD0578                          SUPERSEDED SURVEY CONTROL
 GD0578
 GD0578  NGVD 29 (??/??/??)  100.139  (m)          328.54   (f) ADJUSTED    1 1
 GD0578
 GD0578.Superseded values are not recommended for survey control.
 GD0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0578.See file dsdata.txt to determine how the superseded data were derived.
 GD0578
 GD0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF135939(NAD 83)
 GD0578_MARKER: DB = BENCH MARK DISK
 GD0578_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GD0578_SP_SET: BRIDGE ABUTMENT
 GD0578_STAMPING: N 128 1947
 GD0578_MARK LOGO: CGS   
 GD0578_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0578
 GD0578  HISTORY     - Date     Condition        Report By
 GD0578  HISTORY     - 1947     MONUMENTED       CGS
 GD0578  HISTORY     - 1969     GOOD             CGS
 GD0578  HISTORY     - 19931101 GOOD             KYDT
 GD0578  HISTORY     - 20020813 POOR             USACE
 GD0578
 GD0578                          STATION DESCRIPTION
 GD0578
 GD0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0578'0.8 MI NW FROM WICKLIFFE.
 GD0578'ABOUT 0.25 MILE NORTH ALONG FOURTH STREET WHICH IS U.S. HIGHWAYS
 GD0578'51, 60 AND 62 FROM THE BALLARD COUNTY COURTHOUSE AT WICKLIFFE,
 GD0578'THENCE 0.55 MILE NORTHWEST ALONG U.S. HIGHWAYS 51, 60 AND 62,
 GD0578'13 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 GD0578'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT
 GD0578'OF A CONCRETE HIGHWAY BRIDGE WHICH IS 0.65 MILE LONG, 1.0 FOOT
 GD0578'NORTHEAST OF A CONCRETE PILLAR FOR THE EAST CONCRETE GUARD RAIL
 GD0578'ON THE BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GD0578
 GD0578                          STATION RECOVERY (1993)
 GD0578
 GD0578'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GD0578'RECOVERED AS DESCRIBED.
 GD0578
 GD0578                          STATION RECOVERY (2002)
 GD0578
 GD0578'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0578'MARK DESTROYED. BRIDGE REPLACED IN 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ1579 ***********************************************************************
 AJ1579  DESIGNATION -  N 128 RESET
 AJ1579  PID         -  AJ1579
 AJ1579  STATE/COUNTY-  KY/BALLARD
 AJ1579  USGS QUAD   -  WICKLIFFE (1983)
 AJ1579
 AJ1579                         *CURRENT SURVEY CONTROL
 AJ1579  ___________________________________________________________________
 AJ1579* NAD 83(1986)-  36 58 25.     (N)    089 05 42.     (W)     SCALED    
 AJ1579* NAVD 88     -       103.69   (meters)     340.2    (feet)  RESET     
 AJ1579  ___________________________________________________________________
 AJ1579  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AJ1579
 AJ1579  VERT ORDER  -  THIRD
 AJ1579
 AJ1579.The horizontal coordinates were scaled from a topographic map and have
 AJ1579.an estimated accuracy of +/- 6 seconds.
 AJ1579
 AJ1579.The orthometric height was computed from unverified reset data.
 AJ1579.No vertical observational check was made to the station.
 AJ1579
 AJ1579.The geoid height was determined by GEOID03.
 AJ1579
 AJ1579;                    North         East    Units  Estimated Accuracy
 AJ1579;SPC KY1Z     - 1,076,400.    1,202,210.      MT  (+/- 180 meters Scaled)
 AJ1579
 AJ1579                          SUPERSEDED SURVEY CONTROL
 AJ1579
 AJ1579.No superseded survey control is available for this station.
 AJ1579
 AJ1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF135939(NAD 83)
 AJ1579_MARKER: DV = VERTICAL CONTROL DISK
 AJ1579_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ1579_SP_SET: BRIDGE ABUTMENT
 AJ1579_STAMPING: N 128 1947 RESET 2000
 AJ1579_MARK LOGO: NGS   
 AJ1579_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1579
 AJ1579  HISTORY     - Date     Condition        Report By
 AJ1579  HISTORY     - 2000     MONUMENTED       KYDT
 AJ1579
 AJ1579                          STATION DESCRIPTION
 AJ1579
 AJ1579'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2000 (RDH)
 AJ1579'ABOUT 0.25 MILE (0.40 KM) NORTH ALONG 4TH STREET (US 51/62) FROM THE
 AJ1579'BALLARD COUNTY COURTHOUSE AT WICKLIFFE, THENCE 0.55 MILE (0.89 KM)
 AJ1579'NORTHWEST ALONG US 51/60/62, A VERTICAL DISK SET IN THE TOP OF THE
 AJ1579'SOUTHWEST END OF THE SOUTHEAST BRIDGE ABUTMENT, IN THE GUTTERLINE OF A
 AJ1579'0.65 MILE (1.05 KM) LONG CONCRETE BRIDGE OVER WILLOW SLOUGH, 21 FEET
 AJ1579'(6.4 M) SOUTHWEST OF CENTERLINE OF ROAD, 0.65 FEET (19.81 CM)
 AJ1579'NORTHEAST OF THE NORTHEAST FACE OF SOUTHWEST BARRIER WALL, LEVEL WITH
 AJ1579'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0364 ***********************************************************************
 HB0364  DESIGNATION -  N 129
 HB0364  PID         -  HB0364
 HB0364  STATE/COUNTY-  KY/MCCRACKEN
 HB0364  USGS QUAD   -  PADUCAH WEST (1982)
 HB0364
 HB0364                         *CURRENT SURVEY CONTROL
 HB0364  ___________________________________________________________________
 HB0364* NAD 83(1986)-  37 05 53.     (N)    088 39 01.     (W)     SCALED    
 HB0364* NAVD 88     -       106.371  (meters)     348.99   (feet)  ADJUSTED  
 HB0364  ___________________________________________________________________
 HB0364  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 HB0364  DYNAMIC HT  -         106.294 (meters)     348.73  (feet)  COMP
 HB0364  MODELED GRAV-     979,900.6   (mgal)                       NAVD 88
 HB0364
 HB0364  VERT ORDER  -  FIRST     CLASS I
 HB0364
 HB0364.The horizontal coordinates were scaled from a topographic map and have
 HB0364.an estimated accuracy of +/- 6 seconds.
 HB0364
 HB0364.The orthometric height was determined by differential leveling
 HB0364.and adjusted by the National Geodetic Survey in June 1991..
 HB0364
 HB0364.The geoid height was determined by GEOID03.
 HB0364
 HB0364.The dynamic height is computed by dividing the NAVD 88
 HB0364.geopotential number by the normal gravity value computed on the
 HB0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0364.degrees latitude (g = 980.6199 gals.).
 HB0364
 HB0364.The modeled gravity was interpolated from observed gravity values.
 HB0364
 HB0364;                    North         East    Units  Estimated Accuracy
 HB0364;SPC KY1Z     - 1,088,880.    1,242,220.      MT  (+/- 180 meters Scaled)
 HB0364
 HB0364                          SUPERSEDED SURVEY CONTROL
 HB0364
 HB0364  NGVD 29 (??/??/??)  106.371  (m)          348.99   (f) ADJUSTED    1 1
 HB0364
 HB0364.Superseded values are not recommended for survey control.
 HB0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0364.See file dsdata.txt to determine how the superseded data were derived.
 HB0364
 HB0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG533070(NAD 83)
 HB0364_MARKER: DB = BENCH MARK DISK
 HB0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0364_STAMPING: N 129 1946
 HB0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0364+STABILITY: SURFACE MOTION
 HB0364
 HB0364  HISTORY     - Date     Condition        Report By
 HB0364  HISTORY     - 1946     MONUMENTED       CGS
 HB0364  HISTORY     - 1968     GOOD             CGS
 HB0364  HISTORY     - 20050601 MARK NOT FOUND   KYDT
 HB0364
 HB0364                          STATION DESCRIPTION
 HB0364
 HB0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0364'3.6 MI W FROM PADUCAH.
 HB0364'ABOUT 0.1 MILE NORTHWEST ALONG NORTH 5TH STREET FROM THE POST
 HB0364'OFFICE AT PADUCAH, THENCE 0.2 MILE SOUTHWEST ALONG JEFFERSON
 HB0364'STREET, THENCE 1.8 MILES NORTHWEST ALONG 8TH STREET WHICH IS THE
 HB0364'BUSINESS ROUTE FOR U.S. HIGHWAY 45, THENCE 0.4 MILE SOUTHWEST
 HB0364'ALONG JULIA STREET WHICH IS U.S. HIGHWAY 45, THENCE 1.05 MILES
 HB0364'NORTHWEST ALONG CAIRO ROAD WHICH IS STATE HIGHWAY 305, 22 1/2
 HB0364'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 96 FEET SOUTH
 HB0364'OF THE SOUTH CORNER OF A BRICK HOUSE, 38 FEET NORTHWEST OF THE
 HB0364'CENTERLINE OF A CONCRETE DRIVEWAY, 31 FEET SOUTHEAST OF THE
 HB0364'CENTERLINE OF A CONCRETE DRIVEWAY, 26 1/2 FEET SOUTH OF A 16-INCH
 HB0364'HARDWOOD TREE, 19 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 2
 HB0364'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HB0364'CONCRETE POST WHICH PROJECTS 1 INCH.
 HB0364
 HB0364                          STATION RECOVERY (2005)
 HB0364
 HB0364'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 HB0364'THERE HAS BEEN UNDERGROUND UTILITY WORK THROUGH THIS LOCATION IN THE
 HB0364'PAST, POSSIBLY GRADED OUT, LONGTIME PROPERTY OWNER HAS NEVER SEEN THIS
 HB0364'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9562 ***********************************************************************
 AA9562  DESIGNATION -  N 13 RESET
 AA9562  PID         -  AA9562
 AA9562  STATE/COUNTY-  KY/METCALFE
 AA9562  USGS QUAD   -  SUMMER SHADE (1974)
 AA9562
 AA9562                         *CURRENT SURVEY CONTROL
 AA9562  ___________________________________________________________________
 AA9562* NAD 83(1986)-  36 58 55.     (N)    085 37 42.     (W)     SCALED    
 AA9562* NAVD 88     -       228.18   (meters)     748.6    (feet)  RESET     
 AA9562  ___________________________________________________________________
 AA9562  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 AA9562
 AA9562  VERT ORDER  -  THIRD
 AA9562
 AA9562.The horizontal coordinates were scaled from a topographic map and have
 AA9562.an estimated accuracy of +/- 6 seconds.
 AA9562
 AA9562.The orthometric height was computed from unverified reset data.
 AA9562
 AA9562.The geoid height was determined by GEOID03.
 AA9562
 AA9562;                    North         East    Units  Estimated Accuracy
 AA9562;SPC KY1Z     - 1,071,990.    1,510,830.      MT  (+/- 180 meters Scaled)
 AA9562
 AA9562                          SUPERSEDED SURVEY CONTROL
 AA9562
 AA9562.No superseded survey control is available for this station.
 AA9562
 AA9562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF220937(NAD 83)
 AA9562_MARKER: DV = VERTICAL CONTROL DISK
 AA9562_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA9562_SP_SET: BRIDGE WINGWALL
 AA9562_STAMPING: N 13 1928 RESET 1994
 AA9562_MARK LOGO: NGS   
 AA9562_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9562
 AA9562  HISTORY     - Date     Condition        Report By
 AA9562  HISTORY     - 1994     MONUMENTED       KYDT
 AA9562
 AA9562                          STATION DESCRIPTION
 AA9562
 AA9562'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1994 (RDH)
 AA9562'0.85 MILE (1.37 KM) WEST-NORTHWEST ALONG US 68/80 FROM INTERSECTION
 AA9562'WITH KENTUCKY 163 IN EDMONTON, THENCE SOUTH ONTO KENTUCKY 861, ABOUT
 AA9562'500 FEET (152.4 M) AT A CONCRETE BRIDGE OVER RODGERS CREEK, IN THE TOP
 AA9562'OF THE NORTHWEST WINGWALL OF THE NORTH ABUTMENT, 20 FEET (6.1 M) WEST
 AA9562'OF CENTERLINE OF ROAD, 1 FOOT (0.3 M) WEST OF WEST BARRIER WALL AND
 AA9562'ABOUT 0.5 FEET (15.2 CM) ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0395 ***********************************************************************
 HB0395  DESIGNATION -  N 130
 HB0395  PID         -  HB0395
 HB0395  STATE/COUNTY-  KY/BALLARD
 HB0395  USGS QUAD   -  LA CENTER (1975)
 HB0395
 HB0395                         *CURRENT SURVEY CONTROL
 HB0395  ___________________________________________________________________
 HB0395* NAD 83(1986)-  37 04 59.     (N)    088 53 58.     (W)     SCALED    
 HB0395* NAVD 88     -       123.693  (meters)     405.82   (feet)  ADJUSTED  
 HB0395  ___________________________________________________________________
 HB0395  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HB0395  DYNAMIC HT  -         123.602 (meters)     405.52  (feet)  COMP
 HB0395  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 HB0395
 HB0395  VERT ORDER  -  FIRST     CLASS I
 HB0395
 HB0395.The horizontal coordinates were scaled from a topographic map and have
 HB0395.an estimated accuracy of +/- 6 seconds.
 HB0395
 HB0395.The orthometric height was determined by differential leveling
 HB0395.and adjusted by the National Geodetic Survey in June 1991..
 HB0395
 HB0395.The geoid height was determined by GEOID03.
 HB0395
 HB0395.The dynamic height is computed by dividing the NAVD 88
 HB0395.geopotential number by the normal gravity value computed on the
 HB0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0395.degrees latitude (g = 980.6199 gals.).
 HB0395
 HB0395.The modeled gravity was interpolated from observed gravity values.
 HB0395
 HB0395;                    North         East    Units  Estimated Accuracy
 HB0395;SPC KY1Z     - 1,087,930.    1,220,020.      MT  (+/- 180 meters Scaled)
 HB0395
 HB0395                          SUPERSEDED SURVEY CONTROL
 HB0395
 HB0395  NGVD 29 (??/??/??)  123.629  (m)          405.61   (f) ADJUSTED    1 1
 HB0395
 HB0395.Superseded values are not recommended for survey control.
 HB0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0395.See file dsdata.txt to determine how the superseded data were derived.
 HB0395
 HB0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG311057(NAD 83)
 HB0395_MARKER: DB = BENCH MARK DISK
 HB0395_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HB0395_SP_SET: CULVERT HEADWALL
 HB0395_STAMPING: N 130 1947
 HB0395_MARK LOGO: CGS   
 HB0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0395+STABILITY: SURFACE MOTION
 HB0395
 HB0395  HISTORY     - Date     Condition        Report By
 HB0395  HISTORY     - 1947     MONUMENTED       CGS
 HB0395  HISTORY     - 1968     GOOD             CGS
 HB0395  HISTORY     - 19930801 GOOD             KYDT
 HB0395
 HB0395                          STATION DESCRIPTION
 HB0395
 HB0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0395'0.8 MI W FROM KEVIL.
 HB0395'ABOUT 0.1 MILE SOUTH ALONG WALLACE AVENUE FROM THE POST OFFICE
 HB0395'AT KEVIL, THENCE 0.75 MILE WEST ALONG U.S. HIGHWAY 60, 0.25 MILE
 HB0395'SOUTHWEST OF A CROSSING OF THE ILLINOIS CENTRAL RAILROAD AND
 HB0395'A GRAVELED ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE
 HB0395'NORTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 HB0395'14 FEET NORTHWEST OF THE CENTERLINE AND ABOUT 2 FEET BELOW THE
 HB0395'LEVEL OF THE HIGHWAY.
 HB0395
 HB0395                          STATION RECOVERY (1993)
 HB0395
 HB0395'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 HB0395'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1753 ***********************************************************************
 GC1753  DESIGNATION -  N 131
 GC1753  PID         -  GC1753
 GC1753  STATE/COUNTY-  KY/TRIGG
 GC1753  USGS QUAD   -  GRACEY (1974)
 GC1753
 GC1753                         *CURRENT SURVEY CONTROL
 GC1753  ___________________________________________________________________
 GC1753* NAD 83(1986)-  36 52 55.     (N)    087 41 21.     (W)     SCALED    
 GC1753* NAVD 88     -       156.233  (meters)     512.57   (feet)  ADJUSTED  
 GC1753  ___________________________________________________________________
 GC1753  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC1753  DYNAMIC HT  -         156.112 (meters)     512.18  (feet)  COMP
 GC1753  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 GC1753
 GC1753  VERT ORDER  -  FIRST     CLASS I
 GC1753
 GC1753.The horizontal coordinates were scaled from a topographic map and have
 GC1753.an estimated accuracy of +/- 6 seconds.
 GC1753
 GC1753.The orthometric height was determined by differential leveling
 GC1753.and adjusted by the National Geodetic Survey in June 1991..
 GC1753
 GC1753.The geoid height was determined by GEOID03.
 GC1753
 GC1753.The dynamic height is computed by dividing the NAVD 88
 GC1753.geopotential number by the normal gravity value computed on the
 GC1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1753.degrees latitude (g = 980.6199 gals.).
 GC1753
 GC1753.The modeled gravity was interpolated from observed gravity values.
 GC1753
 GC1753;                    North         East    Units  Estimated Accuracy
 GC1753;SPC KY1Z     - 1,062,690.    1,327,130.      MT  (+/- 180 meters Scaled)
 GC1753
 GC1753                          SUPERSEDED SURVEY CONTROL
 GC1753
 GC1753  NGVD 29 (??/??/92)  156.305  (m)          512.81   (f) ADJ UNCH    1 1
 GC1753
 GC1753.Superseded values are not recommended for survey control.
 GC1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1753.See file dsdata.txt to determine how the superseded data were derived.
 GC1753
 GC1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF385819(NAD 83)
 GC1753_MARKER: DB = BENCH MARK DISK
 GC1753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1753_SP_SET: STEP
 GC1753_STAMPING: N 131 1948
 GC1753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1753
 GC1753  HISTORY     - Date     Condition        Report By
 GC1753  HISTORY     - 1948     MONUMENTED       CGS
 GC1753  HISTORY     - 1968     GOOD             NGS
 GC1753
 GC1753                          STATION DESCRIPTION
 GC1753
 GC1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1753'2.1 MI W FROM GRACEY.
 GC1753'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GC1753'STATION AT GRACEY, THENCE 1.85 MILES WEST ALONG U.S. HIGHWAY 68
 GC1753'AND STATE HIGHWAY 80, 0.7 MILE WEST OF THE JUNCTION OF THE HIGHWAY
 GC1753'AND STATE HIGHWAY 128, SET VERTICALLY IN THE SOUTH END OF THE
 GC1753'EAST CONCRETE RETAINING WALL FOR THE STEPS WHICH LEAD TO THE
 GC1753'ROACH CEMETERY, 17 1/2 FEET NORTH OF THE CENTERLINE OF THE
 GC1753'HIGHWAY, 11 FEET SOUTHWEST OF A 26-INCH MAPLE TREE, AND ABOUT
 GC1753'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0612 ***********************************************************************
 GD0612  DESIGNATION -  N 132
 GD0612  PID         -  GD0612
 GD0612  STATE/COUNTY-  KY/HICKMAN
 GD0612  USGS QUAD   -  ARLINGTON (1982)
 GD0612
 GD0612                         *CURRENT SURVEY CONTROL
 GD0612  ___________________________________________________________________
 GD0612* NAD 83(1986)-  36 45 08.     (N)    089 00 42.     (W)     SCALED    
 GD0612* NAVD 88     -        98.863  (meters)     324.35   (feet)  ADJUSTED  
 GD0612  ___________________________________________________________________
 GD0612  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GD0612  DYNAMIC HT  -          98.787 (meters)     324.10  (feet)  COMP
 GD0612  MODELED GRAV-     979,859.3   (mgal)                       NAVD 88
 GD0612
 GD0612  VERT ORDER  -  FIRST     CLASS II
 GD0612
 GD0612.The horizontal coordinates were scaled from a topographic map and have
 GD0612.an estimated accuracy of +/- 6 seconds.
 GD0612
 GD0612.The orthometric height was determined by differential leveling
 GD0612.and adjusted by the National Geodetic Survey in June 1991..
 GD0612
 GD0612.The geoid height was determined by GEOID03.
 GD0612
 GD0612.The dynamic height is computed by dividing the NAVD 88
 GD0612.geopotential number by the normal gravity value computed on the
 GD0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0612.degrees latitude (g = 980.6199 gals.).
 GD0612
 GD0612.The modeled gravity was interpolated from observed gravity values.
 GD0612
 GD0612;                    North         East    Units  Estimated Accuracy
 GD0612;SPC KY1Z     - 1,051,580.    1,208,770.      MT  (+/- 180 meters Scaled)
 GD0612
 GD0612                          SUPERSEDED SURVEY CONTROL
 GD0612
 GD0612  NGVD 29 (??/??/??)   98.762  (m)          324.02   (f) ADJUSTED    1 2
 GD0612
 GD0612.Superseded values are not recommended for survey control.
 GD0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0612.See file dsdata.txt to determine how the superseded data were derived.
 GD0612
 GD0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF204692(NAD 83)
 GD0612_MARKER: DB = BENCH MARK DISK
 GD0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0612_STAMPING: N 132 1948
 GD0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0612+STABILITY: SURFACE MOTION
 GD0612
 GD0612  HISTORY     - Date     Condition        Report By
 GD0612  HISTORY     - 1948     MONUMENTED       CGS
 GD0612  HISTORY     - 20020813 MARK NOT FOUND   USACE
 GD0612
 GD0612                          STATION DESCRIPTION
 GD0612
 GD0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0612'2.6 MI S FROM ARLINGTON.
 GD0612'2.65 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0612'STATION AT ARLINGTON, ABOUT 5.65 MILES NORTH OF THE STATION
 GD0612'AT CLINTON, AT A DIM PUBLIC ROAD CROSSING, AT THE SOUTH END OF
 GD0612'A LONG TRESTLE ACROSS OBION CREEK, 16.2 FEET EAST OF THE EAST
 GD0612'RAIL OF THE EAST TRACK, 27 FEET NORTH OF THE CENTER LINE OF THE
 GD0612'DIM ROAD, 46 FEET NORTH AND ACROSS THE ROAD FROM THE CROSSING
 GD0612'WARNING SIGN, 39 FEET SOUTH OF A TELEPHONE POLE, 36 FEET
 GD0612'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE TRESTLE, 100 FEET
 GD0612'NORTH OF A SIGNAL RELAY BOX, 2 FEET SOUTH OF A WHITE WOODEN
 GD0612'WITNESS POST, 2 FEET BELOW THE TRACK AND SET IN THE TOP OF A
 GD0612'CONCRETE POST PROJECTING 4 INCHES.
 GD0612
 GD0612                          STATION RECOVERY (2002)
 GD0612
 GD0612'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1099 ***********************************************************************
 GC1099  DESIGNATION -  N 133
 GC1099  PID         -  GC1099
 GC1099  STATE/COUNTY-  KY/CHRISTIAN
 GC1099  USGS QUAD   -  OAK GROVE (1982)
 GC1099
 GC1099                         *CURRENT SURVEY CONTROL
 GC1099  ___________________________________________________________________
 GC1099* NAD 83(1986)-  36 44 26.     (N)    087 27 45.     (W)     SCALED    
 GC1099* NAVD 88     -       172.359  (meters)     565.48   (feet)  ADJUSTED  
 GC1099  ___________________________________________________________________
 GC1099  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC1099  DYNAMIC HT  -         172.221 (meters)     565.03  (feet)  COMP
 GC1099  MODELED GRAV-     979,824.5   (mgal)                       NAVD 88
 GC1099
 GC1099  VERT ORDER  -  FIRST     CLASS II
 GC1099
 GC1099.The horizontal coordinates were scaled from a topographic map and have
 GC1099.an estimated accuracy of +/- 6 seconds.
 GC1099
 GC1099.The orthometric height was determined by differential leveling
 GC1099.and adjusted by the National Geodetic Survey in June 1991..
 GC1099
 GC1099.The geoid height was determined by GEOID03.
 GC1099
 GC1099.The dynamic height is computed by dividing the NAVD 88
 GC1099.geopotential number by the normal gravity value computed on the
 GC1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1099.degrees latitude (g = 980.6199 gals.).
 GC1099
 GC1099.The modeled gravity was interpolated from observed gravity values.
 GC1099
 GC1099;                    North         East    Units  Estimated Accuracy
 GC1099;SPC KY1Z     - 1,046,600.    1,347,050.      MT  (+/- 180 meters Scaled)
 GC1099
 GC1099                          SUPERSEDED SURVEY CONTROL
 GC1099
 GC1099  NGVD 29 (??/??/92)  172.432  (m)          565.72   (f) ADJ UNCH    1 2
 GC1099
 GC1099.Superseded values are not recommended for survey control.
 GC1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1099.See file dsdata.txt to determine how the superseded data were derived.
 GC1099
 GC1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF587661(NAD 83)
 GC1099_MARKER: DB = BENCH MARK DISK
 GC1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1099_STAMPING: N 133 1949
 GC1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1099+STABILITY: SURFACE MOTION
 GC1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1099+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2002
 GC1099
 GC1099  HISTORY     - Date     Condition        Report By
 GC1099  HISTORY     - 1949     MONUMENTED       CGS
 GC1099  HISTORY     - 1957     GOOD             NGS
 GC1099  HISTORY     - 20020702 GOOD             KYDT
 GC1099
 GC1099                          STATION DESCRIPTION
 GC1099
 GC1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1099'9.3 MI S FROM HOPKINSVILLE.
 GC1099'9.3 MILES SOUTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1099'JUNCTION OF THE ILLINOIS CENTRAL RAILROAD AT HOPKINSVILLE,
 GC1099'ABOUT 0.55 MILE NORTH OF A GRAVEL ROAD CROSSING AND FIDELIO
 GC1099'AND JOHN G. MOSS GROCERY STORE, AT A PRIVATE GRAVEL FIELD
 GC1099'ROAD CROSSING, 50 FEET WEST OF THE WEST RAIL, 1 FOOT EAST OF THE
 GC1099'R/W FENCE, 19.5 FEET NORTH OF THE CENTER OF A CATTLE GUARD, 62
 GC1099'FEET WEST-NORTHWEST OF THE CENTER OF THE CROSSING, 2 FEET
 GC1099'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE
 GC1099'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GC1099
 GC1099                          STATION RECOVERY (1957)
 GC1099
 GC1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1099'RECOVERED IN GOOD CONDITION.
 GC1099
 GC1099                          STATION RECOVERY (2002)
 GC1099
 GC1099'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GC1099'MARK IS 20 FEET NORTH OF THE CENTER OF A WOVEN WIRE FENCE GAP, CATTLE
 GC1099'GUARD MENTION IN ORIGINAL DESCRIPTION NO LONGER VISBLE, BEEN FILLED UP
 GC1099'WITH GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1714 ***********************************************************************
 GC1714  DESIGNATION -  N 134
 GC1714  PID         -  GC1714
 GC1714  STATE/COUNTY-  KY/CHRISTIAN
 GC1714  USGS QUAD   -  CHURCH HILL (1981)
 GC1714
 GC1714                         *CURRENT SURVEY CONTROL
 GC1714  ___________________________________________________________________
 GC1714* NAD 83(1986)-  36 52 16.     (N)    087 33 02.     (W)     SCALED    
 GC1714* NAVD 88     -       166.244  (meters)     545.42   (feet)  ADJUSTED  
 GC1714  ___________________________________________________________________
 GC1714  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC1714  DYNAMIC HT  -         166.113 (meters)     544.99  (feet)  COMP
 GC1714  MODELED GRAV-     979,839.6   (mgal)                       NAVD 88
 GC1714
 GC1714  VERT ORDER  -  FIRST     CLASS I
 GC1714
 GC1714.The horizontal coordinates were scaled from a topographic map and have
 GC1714.an estimated accuracy of +/- 6 seconds.
 GC1714
 GC1714.The orthometric height was determined by differential leveling
 GC1714.and adjusted by the National Geodetic Survey in June 1991..
 GC1714
 GC1714.The geoid height was determined by GEOID03.
 GC1714
 GC1714.The dynamic height is computed by dividing the NAVD 88
 GC1714.geopotential number by the normal gravity value computed on the
 GC1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1714.degrees latitude (g = 980.6199 gals.).
 GC1714
 GC1714.The modeled gravity was interpolated from observed gravity values.
 GC1714
 GC1714;                    North         East    Units  Estimated Accuracy
 GC1714;SPC KY1Z     - 1,061,240.    1,339,460.      MT  (+/- 180 meters Scaled)
 GC1714
 GC1714                          SUPERSEDED SURVEY CONTROL
 GC1714
 GC1714  NGVD 29 (??/??/92)  166.313  (m)          545.65   (f) ADJ UNCH    1 1
 GC1714
 GC1714.Superseded values are not recommended for survey control.
 GC1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1714.See file dsdata.txt to determine how the superseded data were derived.
 GC1714
 GC1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF509807(NAD 83)
 GC1714_MARKER: DB = BENCH MARK DISK
 GC1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1714_STAMPING: N 134 1949
 GC1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1714+STABILITY: SURFACE MOTION
 GC1714
 GC1714  HISTORY     - Date     Condition        Report By
 GC1714  HISTORY     - 1949     MONUMENTED       CGS
 GC1714  HISTORY     - 1968     GOOD             NGS
 GC1714
 GC1714                          STATION DESCRIPTION
 GC1714
 GC1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1714'3.6 MI W FROM HOPKINSVILLE.
 GC1714'ABOUT 0.1 MILE SOUTHWEST ALONG SOUTH MAIN STREET FROM THE
 GC1714'CHRISTIAN COUNTY COURTHOUSE AT HOPKINSVILLE, THENCE 0.1 MILE
 GC1714'NORTHWEST ALONG WEST 9TH STREET WHICH IS U.S. HIGHWAY 68 AND
 GC1714'STATE HIGHWAYS 80 AND 109, THENCE 3.4 MILES WEST ALONG THE
 GC1714'ILLINOIS CENTRAL RAILROAD, 79 1/2 FEET EAST OF MILEPOST 127, 42
 GC1714'FEET SOUTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND
 GC1714'A PRIVATE ROAD, 32 FEET SOUTH OF THE SOUTH RAIL, 30 FEET WEST
 GC1714'OF THE CENTERLINE OF THE ROAD, 125 FEET WEST OF AND ACROSS THE
 GC1714'ROAD FROM A POWER POLE, 19 FEET WEST OF A CORNER FENCE POST, 1
 GC1714'FOOT NORTH OF A FENCE, 1.4 FEET WEST OF A METAL WITNESS POST,
 GC1714'1 FOOT NORTH OF A FENCE, 1.4 FEET WEST OF A METAL WITNESS POST,
 GC1714'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 GC1714'OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF
 GC1714'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0881 ***********************************************************************
 HA0881  DESIGNATION -  N 135
 HA0881  PID         -  HA0881
 HA0881  STATE/COUNTY-  KY/CALDWELL
 HA0881  USGS QUAD   -  PRINCETON EAST (1967)
 HA0881
 HA0881                         *CURRENT SURVEY CONTROL
 HA0881  ___________________________________________________________________
 HA0881* NAD 83(1986)-  37 05 27.     (N)    087 52 01.     (W)     SCALED    
 HA0881* NAVD 88     -       148.504  (meters)     487.22   (feet)  ADJUSTED  
 HA0881  ___________________________________________________________________
 HA0881  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HA0881  DYNAMIC HT  -         148.391 (meters)     486.85  (feet)  COMP
 HA0881  MODELED GRAV-     979,867.7   (mgal)                       NAVD 88
 HA0881
 HA0881  VERT ORDER  -  FIRST     CLASS I
 HA0881
 HA0881.The horizontal coordinates were scaled from a topographic map and have
 HA0881.an estimated accuracy of +/- 6 seconds.
 HA0881
 HA0881.The orthometric height was determined by differential leveling
 HA0881.and adjusted by the National Geodetic Survey in June 1991..
 HA0881
 HA0881.The geoid height was determined by GEOID03.
 HA0881
 HA0881.The dynamic height is computed by dividing the NAVD 88
 HA0881.geopotential number by the normal gravity value computed on the
 HA0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0881.degrees latitude (g = 980.6199 gals.).
 HA0881
 HA0881.The modeled gravity was interpolated from observed gravity values.
 HA0881
 HA0881;                    North         East    Units  Estimated Accuracy
 HA0881;SPC KY1Z     - 1,086,210.    1,311,810.      MT  (+/- 180 meters Scaled)
 HA0881
 HA0881                          SUPERSEDED SURVEY CONTROL
 HA0881
 HA0881  NGVD 29 (??/??/92)  148.570  (m)          487.43   (f) ADJ UNCH    1 1
 HA0881
 HA0881.Superseded values are not recommended for survey control.
 HA0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0881.See file dsdata.txt to determine how the superseded data were derived.
 HA0881
 HA0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG229053(NAD 83)
 HA0881_MARKER: DB = BENCH MARK DISK
 HA0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0881_STAMPING: N 135 1949
 HA0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0881+STABILITY: SURFACE MOTION
 HA0881
 HA0881  HISTORY     - Date     Condition        Report By
 HA0881  HISTORY     - 1949     MONUMENTED       CGS
 HA0881  HISTORY     - 1968     GOOD             NGS
 HA0881  HISTORY     - 1985     MARK NOT FOUND   NGS
 HA0881
 HA0881                          STATION DESCRIPTION
 HA0881
 HA0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HA0881'1.6 MI SE FROM PRINCETON.
 HA0881'ABOUT 0.3 MILE SOUTHWEST ALONG SOUTH JEFFERSON STREET WHICH IS
 HA0881'STATE HIGHWAYS 139, 278, AND 293 FROM THE CALDWELL COUNTY COURTHOUSE
 HA0881'AT PRINCETON TO A CROSSING OF THE ILLINOIS CENTRAL RAILROAD, THENCE
 HA0881'1.35 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD, 230
 HA0881'YARDS NORTHWEST OF MILEPOST 101, 46 FEET SOUTHWEST OF THE SOUTHWEST
 HA0881'RAIL, AT THE SOUTHEAST END OF A CUT FOR THE RAILROAD, 147 FEET
 HA0881'NORTHWEST OF A CORNER FENCE POST, 1 FOOT NORTHEAST OF A FENCE,
 HA0881'1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 HA0881'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 HA0881'LEVEL WITH THE SURFACE OF THE GROUND.
 HA0881
 HA0881                          STATION RECOVERY (1985)
 HA0881
 HA0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0168 ***********************************************************************
 HB0168  DESIGNATION -  N 136
 HB0168  PID         -  HB0168
 HB0168  STATE/COUNTY-  KY/LIVINGSTON
 HB0168  USGS QUAD   -  GRAND RIVERS (1993)
 HB0168
 HB0168                         *CURRENT SURVEY CONTROL
 HB0168  ___________________________________________________________________
 HB0168* NAD 83(1986)-  37 06 14.     (N)    088 14 04.     (W)     SCALED    
 HB0168* NAVD 88     -       107.092  (meters)     351.35   (feet)  ADJUSTED  
 HB0168  ___________________________________________________________________
 HB0168  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HB0168  DYNAMIC HT  -         107.013 (meters)     351.09  (feet)  COMP
 HB0168  MODELED GRAV-     979,894.4   (mgal)                       NAVD 88
 HB0168
 HB0168  VERT ORDER  -  FIRST     CLASS II
 HB0168
 HB0168.The horizontal coordinates were scaled from a topographic map and have
 HB0168.an estimated accuracy of +/- 6 seconds.
 HB0168
 HB0168.The orthometric height was determined by differential leveling
 HB0168.and adjusted by the National Geodetic Survey in June 1991..
 HB0168
 HB0168.The geoid height was determined by GEOID03.
 HB0168
 HB0168.The dynamic height is computed by dividing the NAVD 88
 HB0168.geopotential number by the normal gravity value computed on the
 HB0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0168.degrees latitude (g = 980.6199 gals.).
 HB0168
 HB0168.The modeled gravity was interpolated from observed gravity values.
 HB0168
 HB0168;                    North         East    Units  Estimated Accuracy
 HB0168;SPC KY1Z     - 1,088,460.    1,279,180.      MT  (+/- 180 meters Scaled)
 HB0168
 HB0168                          SUPERSEDED SURVEY CONTROL
 HB0168
 HB0168  NGVD 29 (??/??/??)  107.169  (m)          351.60   (f) ADJUSTED    1 2
 HB0168
 HB0168.Superseded values are not recommended for survey control.
 HB0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0168.See file dsdata.txt to determine how the superseded data were derived.
 HB0168
 HB0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG903071(NAD 83)
 HB0168_MARKER: DB = BENCH MARK DISK
 HB0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0168_STAMPING: N 136 1949
 HB0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0168+STABILITY: SURFACE MOTION
 HB0168
 HB0168  HISTORY     - Date     Condition        Report By
 HB0168  HISTORY     - 1949     MONUMENTED       CGS
 HB0168  HISTORY     - 1965     GOOD             CGS
 HB0168
 HB0168                          STATION DESCRIPTION
 HB0168
 HB0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0168'2 MI N FROM IUKA.
 HB0168'0.25 MILE WEST ALONG OLD U.S. HIGHWAY 62 FROM THE JUNCTION OF A
 HB0168'GRAVEL ROAD SOUTH TO GRAND RIVERS AT IUKA, THENCE ABOUT 1.7 MILES
 HB0168'NORTH ALONG A SMALL ROAD LEADING TO DYCUSBURG, ABOUT 0.3 MILE NORTH
 HB0168'OF A CONCRETE BRIDGE OVER RICHMOND CREEK, AT THE BOTTOM OF A STEEP
 HB0168'HILL AND AT THE JUNCTION OF A ROAD LEADING NORTHWEST TO A FARM
 HB0168'HOUSE, 43 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 13
 HB0168'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD NORTHWEST TO THE
 HB0168'FARM HOUSE, 125 FEET NORTHWEST AND ACROSS THE ROAD FROM THE
 HB0168'NORTHWEST CORNER OF A BARN, 2 FEET SOUTHEAST OF A WHITE WOODEN
 HB0168'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 HB0168'CONCRETE POST PROJECTING 4 INCHES.
 HB0168
 HB0168                          STATION RECOVERY (1965)
 HB0168
 HB0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HB0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0251 ***********************************************************************
 HZ0251  DESIGNATION -  N 137
 HZ0251  PID         -  HZ0251
 HZ0251  STATE/COUNTY-  KY/SCOTT
 HZ0251  USGS QUAD   -  SADIEVILLE (1978)
 HZ0251
 HZ0251                         *CURRENT SURVEY CONTROL
 HZ0251  ___________________________________________________________________
 HZ0251* NAD 83(1986)-  38 24 05.     (N)    084 32 09.     (W)     SCALED    
 HZ0251* NAVD 88     -       260.500  (meters)     854.66   (feet)  ADJUSTED  
 HZ0251  ___________________________________________________________________
 HZ0251  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HZ0251  DYNAMIC HT  -         260.316 (meters)     854.05  (feet)  COMP
 HZ0251  MODELED GRAV-     979,913.3   (mgal)                       NAVD 88
 HZ0251
 HZ0251  VERT ORDER  -  FIRST     CLASS II
 HZ0251
 HZ0251.The horizontal coordinates were scaled from a topographic map and have
 HZ0251.an estimated accuracy of +/- 6 seconds.
 HZ0251
 HZ0251.The orthometric height was determined by differential leveling
 HZ0251.and adjusted by the National Geodetic Survey in June 1991..
 HZ0251
 HZ0251.The geoid height was determined by GEOID03.
 HZ0251
 HZ0251.The dynamic height is computed by dividing the NAVD 88
 HZ0251.geopotential number by the normal gravity value computed on the
 HZ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0251.degrees latitude (g = 980.6199 gals.).
 HZ0251
 HZ0251.The modeled gravity was interpolated from observed gravity values.
 HZ0251
 HZ0251;                    North         East    Units  Estimated Accuracy
 HZ0251;SPC KY1Z     - 1,230,210.    1,606,050.      MT  (+/- 180 meters Scaled)
 HZ0251
 HZ0251                          SUPERSEDED SURVEY CONTROL
 HZ0251
 HZ0251  NGVD 29 (??/??/92)  260.674  (m)          855.23   (f) ADJ UNCH    1 2
 HZ0251
 HZ0251.Superseded values are not recommended for survey control.
 HZ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0251.See file dsdata.txt to determine how the superseded data were derived.
 HZ0251
 HZ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH151532(NAD 83)
 HZ0251_MARKER: DB = BENCH MARK DISK
 HZ0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0251_SP_SET: ABUTMENT
 HZ0251_STAMPING: N 137 1949
 HZ0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0251
 HZ0251  HISTORY     - Date     Condition        Report By
 HZ0251  HISTORY     - 1949     MONUMENTED       CGS
 HZ0251
 HZ0251                          STATION DESCRIPTION
 HZ0251
 HZ0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0251'0.8 MI N FROM SADIEVILLE.
 HZ0251'ABOUT 0.75 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 HZ0251'STATION AT SADIEVILLE, AT THE NORTHWEST END OF A RAILWAY BRIDGE
 HZ0251'OVER EAGLE CREEK, SET IN THE TOP OF THE NORTHEAST CONCRETE
 HZ0251'RETAINING WALL OF NORTHWEST ABUTMENT OF BRIDGE, 5.3
 HZ0251'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK,
 HZ0251'3.3 FEET SOUTHEAST OF THE NORTHWEST END OF THE RETAINING WALL,
 HZ0251'7 1/2 FEET NORTHWEST OF THE SOUTHEAST FACE OF THE UPPER PART OF
 HZ0251'THE ABUTMENT AND ABOUT 1/2 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0131 ***********************************************************************
 HB0131  DESIGNATION -  N 138
 HB0131  PID         -  HB0131
 HB0131  STATE/COUNTY-  KY/CRITTENDEN
 HB0131  USGS QUAD   -  MARION (1954)
 HB0131
 HB0131                         *CURRENT SURVEY CONTROL
 HB0131  ___________________________________________________________________
 HB0131* NAD 83(1986)-  37 17 16.     (N)    088 04 58.     (W)     SCALED    
 HB0131* NAVD 88     -       203.476  (meters)     667.57   (feet)  ADJUSTED  
 HB0131  ___________________________________________________________________
 HB0131  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 HB0131  DYNAMIC HT  -         203.325 (meters)     667.08  (feet)  COMP
 HB0131  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 HB0131
 HB0131  VERT ORDER  -  FIRST     CLASS II
 HB0131
 HB0131.The horizontal coordinates were scaled from a topographic map and have
 HB0131.an estimated accuracy of +/- 6 seconds.
 HB0131
 HB0131.The orthometric height was determined by differential leveling
 HB0131.and adjusted by the National Geodetic Survey in June 1991..
 HB0131
 HB0131.The geoid height was determined by GEOID03.
 HB0131
 HB0131.The dynamic height is computed by dividing the NAVD 88
 HB0131.geopotential number by the normal gravity value computed on the
 HB0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0131.degrees latitude (g = 980.6199 gals.).
 HB0131
 HB0131.The modeled gravity was interpolated from observed gravity values.
 HB0131
 HB0131;                    North         East    Units  Estimated Accuracy
 HB0131;SPC KY1Z     - 1,108,510.    1,293,170.      MT  (+/- 180 meters Scaled)
 HB0131
 HB0131                          SUPERSEDED SURVEY CONTROL
 HB0131
 HB0131  NGVD 29 (??/??/??)  203.545  (m)          667.80   (f) ADJUSTED    1 2
 HB0131
 HB0131.Superseded values are not recommended for survey control.
 HB0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0131.See file dsdata.txt to determine how the superseded data were derived.
 HB0131
 HB0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG040273(NAD 83)
 HB0131_MARKER: DB = BENCH MARK DISK
 HB0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0131_STAMPING: N 138 1949
 HB0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0131+STABILITY: SURFACE MOTION
 HB0131
 HB0131  HISTORY     - Date     Condition        Report By
 HB0131  HISTORY     - 1949     MONUMENTED       CGS
 HB0131  HISTORY     - 1985     MARK NOT FOUND   NGS
 HB0131
 HB0131                          STATION DESCRIPTION
 HB0131
 HB0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0131'1.2 MI N FROM CRAYNE.
 HB0131'1.25 MILES NORTH ALONG STATE HIGHWAY 91 FROM THE POST OFFICE
 HB0131'AT CRAYNE, AT THE NORTHWEST CORNER OF THE WOODEN HANGAR AT THE
 HB0131'MARION-JAYCEE AIRPORT, 199 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 HB0131'CORNER OF A CONCRETE BLOCK HANGAR, 50 FEET EAST OF THE WIND
 HB0131'INDICATOR POLE, 1 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HB0131'THE WOODEN HANGAR, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 HB0131'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HB0131
 HB0131                          STATION RECOVERY (1985)
 HB0131
 HB0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HB0131'THERE IS NO LONGER AN AIRPORT AT THIS LOCATION .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HA0939 ***********************************************************************
 HA0939  DESIGNATION -  N 139
 HA0939  PID         -  HA0939
 HA0939  STATE/COUNTY-  KY/UNION
 HA0939  USGS QUAD   -  STURGIS (1969)
 HA0939
 HA0939                         *CURRENT SURVEY CONTROL
 HA0939  ___________________________________________________________________
 HA0939* NAD 83(1986)-  37 32 22.     (N)    087 58 55.     (W)     SCALED    
 HA0939* NAVD 88     -       113.749  (meters)     373.19   (feet)  ADJUSTED  
 HA0939  ___________________________________________________________________
 HA0939  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 HA0939  DYNAMIC HT  -         113.667 (meters)     372.92  (feet)  COMP
 HA0939  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 HA0939
 HA0939  VERT ORDER  -  FIRST     CLASS II
 HA0939
 HA0939.The horizontal coordinates were scaled from a topographic map and have
 HA0939.an estimated accuracy of +/- 6 seconds.
 HA0939
 HA0939.The orthometric height was determined by differential leveling
 HA0939.and adjusted by the National Geodetic Survey in June 1991..
 HA0939
 HA0939.The geoid height was determined by GEOID03.
 HA0939
 HA0939.The dynamic height is computed by dividing the NAVD 88
 HA0939.geopotential number by the normal gravity value computed on the
 HA0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0939.degrees latitude (g = 980.6199 gals.).
 HA0939
 HA0939.The modeled gravity was interpolated from observed gravity values.
 HA0939
 HA0939;                    North         East    Units  Estimated Accuracy
 HA0939;SPC KY1Z     - 1,136,220.    1,302,780.      MT  (+/- 180 meters Scaled)
 HA0939
 HA0939                          SUPERSEDED SURVEY CONTROL
 HA0939
 HA0939  NGVD 29 (??/??/92)  113.843  (m)          373.50   (f) ADJ UNCH    1 2
 HA0939
 HA0939.Superseded values are not recommended for survey control.
 HA0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0939.See file dsdata.txt to determine how the superseded data were derived.
 HA0939
 HA0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG132551(NAD 83)
 HA0939_MARKER: DB = BENCH MARK DISK
 HA0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0939_STAMPING: N 139 1949
 HA0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0939+STABILITY: SURFACE MOTION
 HA0939
 HA0939  HISTORY     - Date     Condition        Report By
 HA0939  HISTORY     - 1949     MONUMENTED       CGS
 HA0939
 HA0939                          STATION DESCRIPTION
 HA0939
 HA0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HA0939'0.4 MI SE FROM STURGIS.
 HA0939'ABOUT 0.4 MILE SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 HA0939'FROM THE STATION AT STURGIS, AT THE OLD PROVIDENCE ROAD CROSSING,
 HA0939'148 FEET SOUTHEAST OF THE CENTER OF THE CROSSING AT CENTER OF MAIN
 HA0939'TRACK, 137 FEET NORTH AND ACROSS THE TRACK FROM MILE POLE E 55,
 HA0939'95 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 30 FEET NORTHEAST
 HA0939'OF THE NORTHEAST RAIL, 29 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE
 HA0939'NO. 6580, 1 1/2 FEET SOUTHEAST OF A WHITE WITNESS POST, 1 FOOT
 HA0939'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0939'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1932 ***********************************************************************
 GY1932  DESIGNATION -  N 14
 GY1932  PID         -  GY1932
 GY1932  STATE/COUNTY-  KY/BREATHITT
 GY1932  USGS QUAD   -  KRYPTON (1972)
 GY1932
 GY1932                         *CURRENT SURVEY CONTROL
 GY1932  ___________________________________________________________________
 GY1932* NAD 83(1986)-  37 21 51.     (N)    083 21 52.     (W)     SCALED    
 GY1932* NAVD 88     -       244.021  (meters)     800.59   (feet)  ADJUSTED  
 GY1932  ___________________________________________________________________
 GY1932  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GY1932  DYNAMIC HT  -         243.832 (meters)     799.97  (feet)  COMP
 GY1932  MODELED GRAV-     979,850.4   (mgal)                       NAVD 88
 GY1932
 GY1932  VERT ORDER  -  FIRST     CLASS I
 GY1932
 GY1932.The horizontal coordinates were scaled from a topographic map and have
 GY1932.an estimated accuracy of +/- 6 seconds.
 GY1932
 GY1932.The orthometric height was determined by differential leveling
 GY1932.and adjusted by the National Geodetic Survey in June 1991..
 GY1932
 GY1932.The geoid height was determined by GEOID03.
 GY1932
 GY1932.The dynamic height is computed by dividing the NAVD 88
 GY1932.geopotential number by the normal gravity value computed on the
 GY1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1932.degrees latitude (g = 980.6199 gals.).
 GY1932
 GY1932.The modeled gravity was interpolated from observed gravity values.
 GY1932
 GY1932;                    North         East    Units  Estimated Accuracy
 GY1932;SPC KY1Z     - 1,117,110.    1,711,290.      MT  (+/- 180 meters Scaled)
 GY1932
 GY1932                          SUPERSEDED SURVEY CONTROL
 GY1932
 GY1932  NGVD 29 (??/??/92)  244.193  (m)          801.16   (f) ADJ UNCH    1 1
 GY1932
 GY1932.Superseded values are not recommended for survey control.
 GY1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1932.See file dsdata.txt to determine how the superseded data were derived.
 GY1932
 GY1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB906378(NAD 83)
 GY1932_MARKER: DB = BENCH MARK DISK
 GY1932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY1932_SP_SET: TUNNEL
 GY1932_STAMPING: N 14 1930 801.157
 GY1932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY1932
 GY1932  HISTORY     - Date     Condition        Report By
 GY1932  HISTORY     - 1930     MONUMENTED       CGS
 GY1932  HISTORY     - 1967     GOOD             NGS
 GY1932
 GY1932                          STATION DESCRIPTION
 GY1932
 GY1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1932'1.8 MI NW FROM CHAVIES.
 GY1932'ABOUT 1.75 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GY1932'RAILROAD FROM DUFFS GENERAL STORE AT CHAVIES, AT THE WEST ENTRANCE
 GY1932'TO THE LINE TUNNEL, 6 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE
 GY1932'TRACK, SET VERTICALLY IN THE NORTH FACE OF THE SOUTH CONCRETE
 GY1932'WALL OF THE TUNNEL, 4.3 FEET EAST AND INSIDE THE WEST ENTRANCE TO
 GY1932'THE TUNNEL, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0018 ***********************************************************************
 HB0018  DESIGNATION -  N 140
 HB0018  PID         -  HB0018
 HB0018  STATE/COUNTY-  KY/UNION
 HB0018  USGS QUAD   -  GROVE CENTER (1959)
 HB0018
 HB0018                         *CURRENT SURVEY CONTROL
 HB0018  ___________________________________________________________________
 HB0018* NAD 83(1986)-  37 41 44.     (N)    088 07 11.     (W)     SCALED    
 HB0018* NAVD 88     -       106.568  (meters)     349.63   (feet)  ADJUSTED  
 HB0018  ___________________________________________________________________
 HB0018  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HB0018  DYNAMIC HT  -         106.494 (meters)     349.39  (feet)  COMP
 HB0018  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 HB0018
 HB0018  VERT ORDER  -  FIRST     CLASS II
 HB0018
 HB0018.The horizontal coordinates were scaled from a topographic map and have
 HB0018.an estimated accuracy of +/- 6 seconds.
 HB0018
 HB0018.The orthometric height was determined by differential leveling
 HB0018.and adjusted by the National Geodetic Survey in June 1991..
 HB0018
 HB0018.The geoid height was determined by GEOID03.
 HB0018
 HB0018.The dynamic height is computed by dividing the NAVD 88
 HB0018.geopotential number by the normal gravity value computed on the
 HB0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0018.degrees latitude (g = 980.6199 gals.).
 HB0018
 HB0018.The modeled gravity was interpolated from observed gravity values.
 HB0018
 HB0018;                    North         East    Units  Estimated Accuracy
 HB0018;SPC KY1Z     - 1,153,840.    1,291,050.      MT  (+/- 180 meters Scaled)
 HB0018
 HB0018                          SUPERSEDED SURVEY CONTROL
 HB0018
 HB0018  NGVD 29 (??/??/??)  106.668  (m)          349.96   (f) ADJUSTED    1 2
 HB0018
 HB0018.Superseded values are not recommended for survey control.
 HB0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0018.See file dsdata.txt to determine how the superseded data were derived.
 HB0018
 HB0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG012726(NAD 83)
 HB0018_MARKER: DB = BENCH MARK DISK
 HB0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0018_STAMPING: N 140 1949
 HB0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0018+STABILITY: SURFACE MOTION
 HB0018
 HB0018  HISTORY     - Date     Condition        Report By
 HB0018  HISTORY     - 1949     MONUMENTED       CGS
 HB0018
 HB0018                          STATION DESCRIPTION
 HB0018
 HB0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0018'AT BLACKBURN.
 HB0018'AT BLACKBURN, ABOUT 0.65 MILE NORTHEAST ALONG STATE HIGHWAY 56
 HB0018'FROM THE SHAWNEETOWN FERRY LANDING ON SOUTHEAST BANK OF THE
 HB0018'OHIO RIVER, 260 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HB0018'87 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD NORTHEAST TO
 HB0018'RALEIGH, 35 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 HB0018'OLD HOTEL BUILDING, 9 1/2 FEET WEST-SOUTHWEST OF A WELL PUMP,
 HB0018'7 1/2 FEET NORTHEAST OF A 20-INCH CATALPA TREE, 1 1/2 FEET
 HB0018'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE
 HB0018'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0953 ***********************************************************************
 HZ0953  DESIGNATION -  N 141
 HZ0953  PID         -  HZ0953
 HZ0953  STATE/COUNTY-  KY/CARROLL
 HZ0953  USGS QUAD   -  CARROLLTON (1994)
 HZ0953
 HZ0953                         *CURRENT SURVEY CONTROL
 HZ0953  ___________________________________________________________________
 HZ0953* NAD 83(1986)-  38 39 00.     (N)    085 10 41.     (W)     SCALED    
 HZ0953* NAVD 88     -       141.509  (meters)     464.27   (feet)  ADJUSTED  
 HZ0953  ___________________________________________________________________
 HZ0953  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ0953  DYNAMIC HT  -         141.417 (meters)     463.97  (feet)  COMP
 HZ0953  MODELED GRAV-     979,972.1   (mgal)                       NAVD 88
 HZ0953
 HZ0953  VERT ORDER  -  SECOND    CLASS 0
 HZ0953
 HZ0953.The horizontal coordinates were scaled from a topographic map and have
 HZ0953.an estimated accuracy of +/- 6 seconds.
 HZ0953
 HZ0953.The orthometric height was determined by differential leveling
 HZ0953.and adjusted by the National Geodetic Survey in June 1991..
 HZ0953
 HZ0953.The geoid height was determined by GEOID03.
 HZ0953
 HZ0953.The dynamic height is computed by dividing the NAVD 88
 HZ0953.geopotential number by the normal gravity value computed on the
 HZ0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0953.degrees latitude (g = 980.6199 gals.).
 HZ0953
 HZ0953.The modeled gravity was interpolated from observed gravity values.
 HZ0953
 HZ0953;                    North         East    Units  Estimated Accuracy
 HZ0953;SPC KY1Z     - 1,257,270.    1,549,790.      MT  (+/- 180 meters Scaled)
 HZ0953
 HZ0953                          SUPERSEDED SURVEY CONTROL
 HZ0953
 HZ0953  NGVD 29 (??/??/92)  141.711  (m)          464.93   (f) ADJ UNCH    2 0
 HZ0953
 HZ0953.Superseded values are not recommended for survey control.
 HZ0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0953.See file dsdata.txt to determine how the superseded data were derived.
 HZ0953
 HZ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH585795(NAD 83)
 HZ0953_MARKER: DB = BENCH MARK DISK
 HZ0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0953_STAMPING: N 141 1949
 HZ0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0953+STABILITY: SURFACE MOTION
 HZ0953
 HZ0953  HISTORY     - Date     Condition        Report By
 HZ0953  HISTORY     - 1949     MONUMENTED       CGS
 HZ0953  HISTORY     - 1961     GOOD             NGS
 HZ0953  HISTORY     - 20030307 MARK NOT FOUND   KYDT
 HZ0953
 HZ0953                          STATION DESCRIPTION
 HZ0953
 HZ0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0953'2.4 MI SE FROM PRESTONVILLE.
 HZ0953'2.45 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE JUNCTION
 HZ0953'OF U.S. HIGHWAY 42 AT PRESTONVILLE, AT THE JUNCTION OF STATE
 HZ0953'HIGHWAY 389, 147 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 HZ0953'JUNCTION, 47 FEET WEST-SOUTHWEST OF THE CENTER LINE OF HIGHWAY
 HZ0953'55, 33 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 HZ0953'ONE-STORY FRAME HOUSE, 5 1/2 FEET NORTHEAST OF A 24-INCH SYCAMORE
 HZ0953'TREE IN A FENCE CORNER, 3 FEET EAST OF A FENCE LINE, 1 1/2
 HZ0953'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE
 HZ0953'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HZ0953'INCHES.
 HZ0953
 HZ0953                          STATION RECOVERY (1961)
 HZ0953
 HZ0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HZ0953'RECOVERED IN GOOD CONDITION.
 HZ0953
 HZ0953                          STATION RECOVERY (2003)
 HZ0953
 HZ0953'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2003 (RDH)
 HZ0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0654 ***********************************************************************
 JZ0654  DESIGNATION -  N 142
 JZ0654  PID         -  JZ0654
 JZ0654  STATE/COUNTY-  KY/KENTON
 JZ0654  USGS QUAD   -  COVINGTON (1987)
 JZ0654
 JZ0654                         *CURRENT SURVEY CONTROL
 JZ0654  ___________________________________________________________________
 JZ0654* NAD 83(1986)-  39 03 01.     (N)    084 34 44.     (W)     SCALED    
 JZ0654* NAVD 88     -       238.586  (meters)     782.76   (feet)  ADJUSTED  
 JZ0654  ___________________________________________________________________
 JZ0654  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0654  DYNAMIC HT  -         238.435 (meters)     782.27  (feet)  COMP
 JZ0654  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 JZ0654
 JZ0654  VERT ORDER  -  FIRST     CLASS II
 JZ0654
 JZ0654.The horizontal coordinates were scaled from a topographic map and have
 JZ0654.an estimated accuracy of +/- 6 seconds.
 JZ0654
 JZ0654.The orthometric height was determined by differential leveling
 JZ0654.and adjusted by the National Geodetic Survey in June 1991..
 JZ0654
 JZ0654.The geoid height was determined by GEOID03.
 JZ0654
 JZ0654.The dynamic height is computed by dividing the NAVD 88
 JZ0654.geopotential number by the normal gravity value computed on the
 JZ0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0654.degrees latitude (g = 980.6199 gals.).
 JZ0654
 JZ0654.The modeled gravity was interpolated from observed gravity values.
 JZ0654
 JZ0654;                    North         East    Units  Estimated Accuracy
 JZ0654;SPC KY1Z     - 1,302,190.    1,601,390.      MT  (+/- 180 meters Scaled)
 JZ0654
 JZ0654                          SUPERSEDED SURVEY CONTROL
 JZ0654
 JZ0654  NGVD 29 (??/??/92)  238.80   (m)          783.5    (f) COMPUTED    1 2
 JZ0654
 JZ0654.Superseded values are not recommended for survey control.
 JZ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0654.See file dsdata.txt to determine how the superseded data were derived.
 JZ0654
 JZ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ095251(NAD 83)
 JZ0654_MARKER: DB = BENCH MARK DISK
 JZ0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0654_STAMPING: N 142 1949
 JZ0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0654+STABILITY: SURFACE MOTION
 JZ0654
 JZ0654  HISTORY     - Date     Condition        Report By
 JZ0654  HISTORY     - 1949     MONUMENTED       CGS
 JZ0654  HISTORY     - 1961     MARK NOT FOUND   USGS
 JZ0654  HISTORY     - 1985     MARK NOT FOUND   NGS
 JZ0654
 JZ0654                          STATION DESCRIPTION
 JZ0654
 JZ0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JZ0654'2.4 MI N FROM ERLANGER.
 JZ0654'2.35 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JZ0654'AT ERLANGER, ABOUT 4.4 MILES SOUTH OF THE STATION AT LUDLOW,
 JZ0654'AT CRESENT SPRINGS, ABOUT 87 YARDS SOUTHWEST OF OVERPASS OF
 JZ0654'BUTTERMILK ROAD, ABOUT 84 YARDS NORTHEAST OF FLAG STOP WAITING ROOM,
 JZ0654'18.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF SWITCH TRACK, 15
 JZ0654'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST MAIN TRACK,
 JZ0654'4 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF A WHITE
 JZ0654'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 JZ0654'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JZ0654
 JZ0654                          STATION RECOVERY (1961)
 JZ0654
 JZ0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JZ0654'MARK NOT FOUND.
 JZ0654
 JZ0654                          STATION RECOVERY (1985)
 JZ0654
 JZ0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0654'NOT RECOVERED, NO EVIDENCE OF MARK COULS BE FOUND, THE MARK WAS ALSO
 JZ0654'REPORTED NOT RECOVERED BY USGS IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0679 ***********************************************************************
 HZ0679  DESIGNATION -  N 143
 HZ0679  PID         -  HZ0679
 HZ0679  STATE/COUNTY-  KY/GRANT
 HZ0679  USGS QUAD   -  WALTON (1984)
 HZ0679
 HZ0679                         *CURRENT SURVEY CONTROL
 HZ0679  ___________________________________________________________________
 HZ0679* NAD 83(1986)-  38 47 23.     (N)    084 35 55.     (W)     SCALED    
 HZ0679* NAVD 88     -       281.002  (meters)     921.92   (feet)  ADJUSTED  
 HZ0679  ___________________________________________________________________
 HZ0679  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ0679  DYNAMIC HT  -         280.819 (meters)     921.32  (feet)  COMP
 HZ0679  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 HZ0679
 HZ0679  VERT ORDER  -  FIRST     CLASS II
 HZ0679
 HZ0679.The horizontal coordinates were scaled from a topographic map and have
 HZ0679.an estimated accuracy of +/- 6 seconds.
 HZ0679
 HZ0679.The orthometric height was determined by differential leveling
 HZ0679.and adjusted by the National Geodetic Survey in June 1991..
 HZ0679.WARNING-Repeat measurements at this control monument indicate possible
 HZ0679.vertical movement.
 HZ0679
 HZ0679.The geoid height was determined by GEOID03.
 HZ0679
 HZ0679.The dynamic height is computed by dividing the NAVD 88
 HZ0679.geopotential number by the normal gravity value computed on the
 HZ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0679.degrees latitude (g = 980.6199 gals.).
 HZ0679
 HZ0679.The modeled gravity was interpolated from observed gravity values.
 HZ0679
 HZ0679;                    North         East    Units  Estimated Accuracy
 HZ0679;SPC KY1Z     - 1,273,250.    1,600,040.      MT  (+/- 180 meters Scaled)
 HZ0679
 HZ0679                          SUPERSEDED SURVEY CONTROL
 HZ0679
 HZ0679  NGVD 29 (??/??/92)  281.177  (m)          922.49   (f) ADJ UNCH    1 2
 HZ0679
 HZ0679.Superseded values are not recommended for survey control.
 HZ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0679.See file dsdata.txt to determine how the superseded data were derived.
 HZ0679
 HZ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH085961(NAD 83)
 HZ0679_MARKER: DB = BENCH MARK DISK
 HZ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0679_SP_SET: CONCRETE POST
 HZ0679_STAMPING: N 143 1949
 HZ0679_MARK LOGO: CGS   
 HZ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0679+STABILITY: SURFACE MOTION
 HZ0679
 HZ0679  HISTORY     - Date     Condition        Report By
 HZ0679  HISTORY     - 1949     MONUMENTED       CGS
 HZ0679  HISTORY     - 1964     GOOD             NGS
 HZ0679  HISTORY     - 1978     MARK NOT FOUND   USGS
 HZ0679  HISTORY     - 1985     GOOD             NGS
 HZ0679
 HZ0679                          STATION DESCRIPTION
 HZ0679
 HZ0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0679'1 MI N FROM CRITTENDEN.
 HZ0679'1.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HZ0679'CRITTENDEN, ABOUT 0.1 MILE SOUTH OF THE KENTON-GRANT COUNTY LINE,
 HZ0679'ABOUT 0.5 MILE SOUTH OF MILE POST 26, AT A PRIVATE FIELD ROAD
 HZ0679'CROSSING, 53 FEET SOUTHEAST OF THE CENTER OF THE EAST TRACK
 HZ0679'CROSSING, 45.5 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 HZ0679'35 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE G, 16 FEET NORTH-NORTHWEST
 HZ0679'OF TELEPHONE POLE 1213, 13 FEET SOUTH OF THE SOUTH GATE POST
 HZ0679'IN R/W FENCE, 1 FOOT WEST OF THE R/W FENCE, 2 FEET NORTH OF A
 HZ0679'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE FIELD ROAD AND
 HZ0679'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0679
 HZ0679                          STATION RECOVERY (1964)
 HZ0679
 HZ0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0679'RECOVERED IN GOOD CONDITION.
 HZ0679
 HZ0679                          STATION RECOVERY (1978)
 HZ0679
 HZ0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HZ0679'MARK NOT FOUND.
 HZ0679
 HZ0679                          STATION RECOVERY (1985)
 HZ0679
 HZ0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HZ0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0304 ***********************************************************************
 HZ0304  DESIGNATION -  N 144
 HZ0304  PID         -  HZ0304
 HZ0304  STATE/COUNTY-  KY/FAYETTE
 HZ0304  USGS QUAD   -  GEORGETOWN (1993)
 HZ0304
 HZ0304                         *CURRENT SURVEY CONTROL
 HZ0304  ___________________________________________________________________
 HZ0304* NAD 83(1986)-  38 07 51.     (N)    084 31 50.     (W)     SCALED    
 HZ0304* NAVD 88     -       280.556  (meters)     920.46   (feet)  ADJUSTED  
 HZ0304  ___________________________________________________________________
 HZ0304  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ0304  DYNAMIC HT  -         280.351 (meters)     919.78  (feet)  COMP
 HZ0304  MODELED GRAV-     979,892.8   (mgal)                       NAVD 88
 HZ0304
 HZ0304  VERT ORDER  -  FIRST     CLASS II
 HZ0304
 HZ0304.The horizontal coordinates were scaled from a topographic map and have
 HZ0304.an estimated accuracy of +/- 6 seconds.
 HZ0304
 HZ0304.The orthometric height was determined by differential leveling
 HZ0304.and adjusted by the National Geodetic Survey in June 1991..
 HZ0304
 HZ0304.The geoid height was determined by GEOID03.
 HZ0304
 HZ0304.The dynamic height is computed by dividing the NAVD 88
 HZ0304.geopotential number by the normal gravity value computed on the
 HZ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0304.degrees latitude (g = 980.6199 gals.).
 HZ0304
 HZ0304.The modeled gravity was interpolated from observed gravity values.
 HZ0304
 HZ0304;                    North         East    Units  Estimated Accuracy
 HZ0304;SPC KY1Z     - 1,200,190.    1,606,900.      MT  (+/- 180 meters Scaled)
 HZ0304
 HZ0304                          SUPERSEDED SURVEY CONTROL
 HZ0304
 HZ0304  NGVD 29 (??/??/92)  280.718  (m)          920.99   (f) ADJ UNCH    1 2
 HZ0304
 HZ0304.Superseded values are not recommended for survey control.
 HZ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0304.See file dsdata.txt to determine how the superseded data were derived.
 HZ0304
 HZ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH164232(NAD 83)
 HZ0304_MARKER: DB = BENCH MARK DISK
 HZ0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0304_STAMPING: N 144 1949 920.989
 HZ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0304+STABILITY: SURFACE MOTION
 HZ0304
 HZ0304  HISTORY     - Date     Condition        Report By
 HZ0304  HISTORY     - 1949     MONUMENTED       CGS
 HZ0304  HISTORY     - 1960     GOOD             NGS
 HZ0304
 HZ0304                          STATION DESCRIPTION
 HZ0304
 HZ0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0304'1.4 MI S FROM DONERAIL.
 HZ0304'ABOUT 1.35 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 HZ0304'STATION AT DONERAIL, ABOUT 100 YARDS SOUTH OF THE OVERPASS OF
 HZ0304'U.S. HIGHWAY 25 OVER THE RAILWAY, AT A PRIVATE ROAD CROSSING,
 HZ0304'44 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 3 FEET EAST
 HZ0304'OF A FENCE LINE, 59 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 HZ0304'OF PRIVATE ROAD AND WEST TRACK, 32 FEET NORTH OF THE NORTH
 HZ0304'GATE POST OF PRIVATE ROAD, 2 FEET SOUTH OF A WHITE WOODEN
 HZ0304'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 HZ0304'OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ0304
 HZ0304                          STATION RECOVERY (1960)
 HZ0304
 HZ0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HZ0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0117 ***********************************************************************
 HZ0117  DESIGNATION -  N 145
 HZ0117  PID         -  HZ0117
 HZ0117  STATE/COUNTY-  KY/FAYETTE
 HZ0117  USGS QUAD   -  LEXINGTON EAST (1993)
 HZ0117
 HZ0117                         *CURRENT SURVEY CONTROL
 HZ0117  ___________________________________________________________________
 HZ0117* NAD 83(1986)-  38 02 32.     (N)    084 28 58.     (W)     SCALED    
 HZ0117* NAVD 88     -       299.560  (meters)     982.81   (feet)  ADJUSTED  
 HZ0117  ___________________________________________________________________
 HZ0117  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 HZ0117  DYNAMIC HT  -         299.342 (meters)     982.09  (feet)  COMP
 HZ0117  MODELED GRAV-     979,892.9   (mgal)                       NAVD 88
 HZ0117
 HZ0117  VERT ORDER  -  FIRST     CLASS II
 HZ0117
 HZ0117.The horizontal coordinates were scaled from a topographic map and have
 HZ0117.an estimated accuracy of +/- 6 seconds.
 HZ0117
 HZ0117.The orthometric height was determined by differential leveling
 HZ0117.and adjusted by the National Geodetic Survey in June 1991..
 HZ0117
 HZ0117.The geoid height was determined by GEOID03.
 HZ0117
 HZ0117.The dynamic height is computed by dividing the NAVD 88
 HZ0117.geopotential number by the normal gravity value computed on the
 HZ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0117.degrees latitude (g = 980.6199 gals.).
 HZ0117
 HZ0117.The modeled gravity was interpolated from observed gravity values.
 HZ0117
 HZ0117;                    North         East    Units  Estimated Accuracy
 HZ0117;SPC KY1Z     - 1,190,410.    1,611,230.      MT  (+/- 180 meters Scaled)
 HZ0117
 HZ0117                          SUPERSEDED SURVEY CONTROL
 HZ0117
 HZ0117  NGVD 29 (??/??/92)  299.716  (m)          983.32   (f) ADJ UNCH    1 2
 HZ0117
 HZ0117.Superseded values are not recommended for survey control.
 HZ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0117.See file dsdata.txt to determine how the superseded data were derived.
 HZ0117
 HZ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH208134(NAD 83)
 HZ0117_MARKER: DB = BENCH MARK DISK
 HZ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0117_STAMPING: N 145 1949 983.318
 HZ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0117+STABILITY: SURFACE MOTION
 HZ0117
 HZ0117  HISTORY     - Date     Condition        Report By
 HZ0117  HISTORY     - 1949     MONUMENTED       CGS
 HZ0117  HISTORY     - 1958     GOOD             NGS
 HZ0117
 HZ0117                          STATION DESCRIPTION
 HZ0117
 HZ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0117'AT LEXINGTON.
 HZ0117'AT LEXINGTON, ABOUT 0.85 MILES SOUTHEAST ALONG THE LOUISVILLE
 HZ0117'AND NASHVILLE RAILROAD FROM THE UNION STATION, ABOUT 75 YARDS
 HZ0117'WEST OF THE INTERSECTION OF U.S. HIGHWAY 60 AND THE TRACKS,
 HZ0117'1 FOOT SOUTH OF THE SOUTH CURB OF U.S. HIGHWAY 60, 26 FEET
 HZ0117'NORTH-NORTHWEST OF THE NORTH-NORTHWEST RAIL OF THE TRACK, 170
 HZ0117'FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CURB
 HZ0117'OF EAST THIRD STREET, 80 FEET EAST OF THE NORTHEAST CORNER
 HZ0117'OF A STONE MASONRY BUILDING HOUSING MC KINNEY-NEWMAN CO. ELECTRICAL
 HZ0117'SUPPLY WAREHOUSE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 HZ0117'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HZ0117
 HZ0117                          STATION RECOVERY (1958)
 HZ0117
 HZ0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HZ0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0394 ***********************************************************************
 HZ0394  DESIGNATION -  N 146
 HZ0394  PID         -  HZ0394
 HZ0394  STATE/COUNTY-  KY/FRANKLIN
 HZ0394  USGS QUAD   -  FRANKFORT WEST (1993)
 HZ0394
 HZ0394                         *CURRENT SURVEY CONTROL
 HZ0394  ___________________________________________________________________
 HZ0394* NAD 83(1986)-  38 12 57.     (N)    084 59 24.     (W)     SCALED    
 HZ0394* NAVD 88     -       198.745  (meters)     652.05   (feet)  ADJUSTED  
 HZ0394  ___________________________________________________________________
 HZ0394  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ0394  DYNAMIC HT  -         198.603 (meters)     651.58  (feet)  COMP
 HZ0394  MODELED GRAV-     979,912.6   (mgal)                       NAVD 88
 HZ0394
 HZ0394  VERT ORDER  -  FIRST     CLASS II
 HZ0394
 HZ0394.The horizontal coordinates were scaled from a topographic map and have
 HZ0394.an estimated accuracy of +/- 6 seconds.
 HZ0394
 HZ0394.The orthometric height was determined by differential leveling
 HZ0394.and adjusted by the National Geodetic Survey in June 1991..
 HZ0394
 HZ0394.The geoid height was determined by GEOID03.
 HZ0394
 HZ0394.The dynamic height is computed by dividing the NAVD 88
 HZ0394.geopotential number by the normal gravity value computed on the
 HZ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0394.degrees latitude (g = 980.6199 gals.).
 HZ0394
 HZ0394.The modeled gravity was interpolated from observed gravity values.
 HZ0394
 HZ0394;                    North         East    Units  Estimated Accuracy
 HZ0394;SPC KY1Z     - 1,209,200.    1,566,550.      MT  (+/- 180 meters Scaled)
 HZ0394
 HZ0394                          SUPERSEDED SURVEY CONTROL
 HZ0394
 HZ0394  NGVD 29 (??/??/92)  198.905  (m)          652.57   (f) ADJ UNCH    1 2
 HZ0394
 HZ0394.Superseded values are not recommended for survey control.
 HZ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0394.See file dsdata.txt to determine how the superseded data were derived.
 HZ0394
 HZ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH759316(NAD 83)
 HZ0394_MARKER: DB = BENCH MARK DISK
 HZ0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0394_SP_SET: ABUTMENT
 HZ0394_STAMPING: N 146 1949
 HZ0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0394
 HZ0394  HISTORY     - Date     Condition        Report By
 HZ0394  HISTORY     - 1949     MONUMENTED       CGS
 HZ0394
 HZ0394                          STATION DESCRIPTION
 HZ0394
 HZ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0394'7.6 MI NW FROM FRANKFORT.
 HZ0394'ABOUT 7.55 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HZ0394'RAILROAD FROM THE STATION AT FRANKFORT, ABOUT 0.15 MILE NORTHWEST
 HZ0394'OF MILE POST 58, SET IN THE TOP OF THE SOUTHWEST END OF THE
 HZ0394'SOUTHEAST ABUTMENT OF RAILROAD BRIDGE NO. 43, 10 FEET SOUTHWEST
 HZ0394'OF THE SOUTHWEST RAIL AND ABOUT 2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0361 ***********************************************************************
 HZ0361  DESIGNATION -  N 147
 HZ0361  PID         -  HZ0361
 HZ0361  STATE/COUNTY-  KY/SCOTT
 HZ0361  USGS QUAD   -  STAMPING GROUND (1953)
 HZ0361
 HZ0361                         *CURRENT SURVEY CONTROL
 HZ0361  ___________________________________________________________________
 HZ0361* NAD 83(1986)-  38 15 49.     (N)    084 43 04.     (W)     SCALED    
 HZ0361* NAVD 88     -       219.187  (meters)     719.12   (feet)  ADJUSTED  
 HZ0361  ___________________________________________________________________
 HZ0361  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HZ0361  DYNAMIC HT  -         219.032 (meters)     718.61  (feet)  COMP
 HZ0361  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 HZ0361
 HZ0361  VERT ORDER  -  FIRST     CLASS II
 HZ0361
 HZ0361.The horizontal coordinates were scaled from a topographic map and have
 HZ0361.an estimated accuracy of +/- 6 seconds.
 HZ0361
 HZ0361.The orthometric height was determined by differential leveling
 HZ0361.and adjusted by the National Geodetic Survey in June 1991..
 HZ0361
 HZ0361.The geoid height was determined by GEOID03.
 HZ0361
 HZ0361.The dynamic height is computed by dividing the NAVD 88
 HZ0361.geopotential number by the normal gravity value computed on the
 HZ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0361.degrees latitude (g = 980.6199 gals.).
 HZ0361
 HZ0361.The modeled gravity was interpolated from observed gravity values.
 HZ0361
 HZ0361;                    North         East    Units  Estimated Accuracy
 HZ0361;SPC KY1Z     - 1,214,730.    1,590,330.      MT  (+/- 180 meters Scaled)
 HZ0361
 HZ0361                          SUPERSEDED SURVEY CONTROL
 HZ0361
 HZ0361  NGVD 29 (??/??/92)  219.360  (m)          719.68   (f) ADJ UNCH    1 2
 HZ0361
 HZ0361.Superseded values are not recommended for survey control.
 HZ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0361.See file dsdata.txt to determine how the superseded data were derived.
 HZ0361
 HZ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH996375(NAD 83)
 HZ0361_MARKER: DB = BENCH MARK DISK
 HZ0361_SETTING: 66 = SET IN ROCK OUTCROP
 HZ0361_SP_SET: ROCK CUT
 HZ0361_STAMPING: N 147 1949
 HZ0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ0361+STABILITY: POSITION/ELEVATION WELL
 HZ0361
 HZ0361  HISTORY     - Date     Condition        Report By
 HZ0361  HISTORY     - 1949     MONUMENTED       CGS
 HZ0361
 HZ0361                          STATION DESCRIPTION
 HZ0361
 HZ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0361'2.2 MI SW FROM STAMPING GROUND.
 HZ0361'ABOUT 2.2 MILES SOUTHWET ALONG THE FRANKFORT AND CINCINNATI
 HZ0361'RAILROAD FROM THE STATION AT STAMPING GROUND, ABOUT 0.3 MILE EAST
 HZ0361'OF MILE POST F 11, SET IN THE TOP OF A NARROW LEDGE OF ROCK
 HZ0361'IN A ROCK CUT, ABOUT 155 YARDS SOUTHWEST OF THE SOUTHWEST END
 HZ0361'OF A TRESTLE OVER A CREEK, 184 1/2 FEET SOUTHWEST AND ACROSS
 HZ0361'THE TRACK FROM A LONE 36-INCH OAK TREE, 170 FEET NORTH-NORTHEAST
 HZ0361'AND ACROSS THE TRACK FROM A 28-INCH SHELL BARK HICKORY TREE, 141
 HZ0361'FEET NORTHEAST OF THE SOUTHWEST END OF ROCK CUT, 6 FEET NORTHWEST
 HZ0361'OF THE NORTHWEST RAIL AND ABOUT 1 1/2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HZ0618 ***********************************************************************
 HZ0618  DESIGNATION -  N 148
 HZ0618  PID         -  HZ0618
 HZ0618  STATE/COUNTY-  KY/GALLATIN
 HZ0618  USGS QUAD   -  FLORENCE (1994)
 HZ0618
 HZ0618                         *CURRENT SURVEY CONTROL
 HZ0618  ___________________________________________________________________
 HZ0618* NAD 83(1986)-  38 47 12.     (N)    084 53 16.     (W)     SCALED    
 HZ0618* NAVD 88     -       150.494  (meters)     493.75   (feet)  ADJUSTED  
 HZ0618  ___________________________________________________________________
 HZ0618  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0618  DYNAMIC HT  -         150.399 (meters)     493.43  (feet)  COMP
 HZ0618  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 HZ0618
 HZ0618  VERT ORDER  -  FIRST     CLASS II
 HZ0618
 HZ0618.The horizontal coordinates were scaled from a topographic map and have
 HZ0618.an estimated accuracy of +/- 6 seconds.
 HZ0618
 HZ0618.The orthometric height was determined by differential leveling
 HZ0618.and adjusted by the National Geodetic Survey in June 1991..
 HZ0618
 HZ0618.The geoid height was determined by GEOID03.
 HZ0618
 HZ0618.The dynamic height is computed by dividing the NAVD 88
 HZ0618.geopotential number by the normal gravity value computed on the
 HZ0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0618.degrees latitude (g = 980.6199 gals.).
 HZ0618
 HZ0618.The modeled gravity was interpolated from observed gravity values.
 HZ0618
 HZ0618;                    North         East    Units  Estimated Accuracy
 HZ0618;SPC KY1Z     - 1,272,640.    1,574,920.      MT  (+/- 180 meters Scaled)
 HZ0618
 HZ0618                          SUPERSEDED SURVEY CONTROL
 HZ0618
 HZ0618  NGVD 29 (??/??/92)  150.690  (m)          494.39   (f) ADJ UNCH    1 2
 HZ0618
 HZ0618.Superseded values are not recommended for survey control.
 HZ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0618.See file dsdata.txt to determine how the superseded data were derived.
 HZ0618
 HZ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH834952(NAD 83)
 HZ0618_MARKER: DB = BENCH MARK DISK
 HZ0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0618_STAMPING: N 148 1949
 HZ0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0618+STABILITY: SURFACE MOTION
 HZ0618
 HZ0618  HISTORY     - Date     Condition        Report By
 HZ0618  HISTORY     - 1949     MONUMENTED       CGS
 HZ0618  HISTORY     - 1964     MARK NOT FOUND   USPSQD
 HZ0618  HISTORY     - 1964     GOOD             NGS
 HZ0618
 HZ0618                          STATION DESCRIPTION
 HZ0618
 HZ0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ0618'0.8 MI E FROM WARSAW.
 HZ0618'0.8 MILE EAST ALONG U.S. HIGHWAY 42 FROM THE COURT HOUSE AT
 HZ0618'WARSAW, ABOUT 0.25 MILE EAST AND ACROSS THE HIGHWAY FROM THE
 HZ0618'WARSAW HIGH SCHOOL, AT A DIM ROAD CROSSING, ABOUT 135 FEET
 HZ0618'NORTHWEST AND ACROSS HIGHWAY FROM THE NORTHWEST CORNER OF A
 HZ0618'METAL COVERED TOBACCO BARN, 50 FEET NORTH OF THE CENTER LINE
 HZ0618'OF THE HIGHWAY, 22.5 FEET NORTHEAST AND ACROSS ROAD NORTH FROM
 HZ0618'A 48-INCH DOUBLE BODIED HACKBERRY TREE, 19 FEET NORTHEAST AND
 HZ0618'ACROSS ROAD NORTH FROM TELEPHONE POLE GA-1756, 9 FEET EAST OF
 HZ0618'THE CENTER LINE OF THE ROAD NORTH, 1.5 FEET SOUTHEAST OF A WHITE
 HZ0618'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY
 HZ0618'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HZ0618'NOTE-- THE WOODEN WITNESS POST NO LONGER EXISTS.
 HZ0618
 HZ0618                          STATION RECOVERY (1964)
 HZ0618
 HZ0618'RECOVERY NOTE BY US POWER SQUADRON 1964 (AGW)
 HZ0618'MARK NOT FOUND.
 HZ0618
 HZ0618                          STATION RECOVERY (1964)
 HZ0618
 HZ0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HZ0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0056 ***********************************************************************
 GB0056  DESIGNATION -  N 149
 GB0056  PID         -  GB0056
 GB0056  STATE/COUNTY-  KY/MCCREARY
 GB0056  USGS QUAD   -  WIBORG (1981)
 GB0056
 GB0056                         *CURRENT SURVEY CONTROL
 GB0056  ___________________________________________________________________
 GB0056* NAD 83(1986)-  36 50 57.     (N)    084 29 22.     (W)     SCALED    
 GB0056* NAVD 88     -       368.917  (meters)    1210.36   (feet)  ADJUSTED  
 GB0056  ___________________________________________________________________
 GB0056  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GB0056  DYNAMIC HT  -         368.627 (meters)    1209.40  (feet)  COMP
 GB0056  MODELED GRAV-     979,831.6   (mgal)                       NAVD 88
 GB0056
 GB0056  VERT ORDER  -  FIRST     CLASS I
 GB0056
 GB0056.The horizontal coordinates were scaled from a topographic map and have
 GB0056.an estimated accuracy of +/- 6 seconds.
 GB0056
 GB0056.The orthometric height was determined by differential leveling
 GB0056.and adjusted by the National Geodetic Survey in June 1991..
 GB0056
 GB0056.The geoid height was determined by GEOID03.
 GB0056
 GB0056.The dynamic height is computed by dividing the NAVD 88
 GB0056.geopotential number by the normal gravity value computed on the
 GB0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0056.degrees latitude (g = 980.6199 gals.).
 GB0056
 GB0056.The modeled gravity was interpolated from observed gravity values.
 GB0056
 GB0056;                    North         East    Units  Estimated Accuracy
 GB0056;SPC KY1Z     - 1,058,010.    1,612,430.      MT  (+/- 180 meters Scaled)
 GB0056
 GB0056                          SUPERSEDED SURVEY CONTROL
 GB0056
 GB0056  NGVD 29 (??/??/92)  369.068  (m)         1210.85   (f) ADJ UNCH    1 1
 GB0056
 GB0056.Superseded values are not recommended for survey control.
 GB0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0056.See file dsdata.txt to determine how the superseded data were derived.
 GB0056
 GB0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF238810(NAD 83)
 GB0056_MARKER: DB = BENCH MARK DISK
 GB0056_SETTING: 66 = SET IN ROCK OUTCROP
 GB0056_SP_SET: ROCK OUTCROP
 GB0056_STAMPING: N 149 1950 1210.851
 GB0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0056+STABILITY: POSITION/ELEVATION WELL
 GB0056
 GB0056  HISTORY     - Date     Condition        Report By
 GB0056  HISTORY     - 1950     MONUMENTED       CGS
 GB0056  HISTORY     - 1968     GOOD             NGS
 GB0056
 GB0056                          STATION DESCRIPTION
 GB0056
 GB0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0056'0.6 MI N FROM PARKERS LAKE.
 GB0056'ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE FIRST
 GB0056'MISSIONARY BAPTIST CHURCH AT PARKERS LAKE, 61 FEET SOUTHWEST OF
 GB0056'THE CENTERLINE OF THE HIGHWAY, 0.1 MILE SOUTHEAST OF SOUTHERN
 GB0056'RAILWAY MILEPOST 181, SET IN THE TOP AND 3 FEET SOUTH OF THE NORTH
 GB0056'EDGE OF A FLAT ROCK OUTCROP, 39 1/2 FEET NORTHEAST OF THE
 GB0056'NORTHEAST RAIL OF THE NORTHEAST TRACK, 10 FEET NORTHWEST OF A
 GB0056'TELEPHONE POLE, 30 FEET NORTH OF THE NORTHEAST CONCRETE HEADWALL
 GB0056'OF A CULVERT UNDER THE TRACK, 1.2 FEET NORTHEAST OF A METAL
 GB0056'WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND
 GB0056'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1998 ***********************************************************************
 GY1998  DESIGNATION -  N 15
 GY1998  PID         -  GY1998
 GY1998  STATE/COUNTY-  KY/PERRY
 GY1998  USGS QUAD   -  HAZARD SOUTH (1992)
 GY1998
 GY1998                         *CURRENT SURVEY CONTROL
 GY1998  ___________________________________________________________________
 GY1998* NAD 83(1986)-  37 11 03.     (N)    083 07 53.     (W)     SCALED    
 GY1998* NAVD 88     -       277.272  (meters)     909.68   (feet)  ADJUSTED  
 GY1998  ___________________________________________________________________
 GY1998  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GY1998  DYNAMIC HT  -         277.047 (meters)     908.95  (feet)  COMP
 GY1998  MODELED GRAV-     979,814.9   (mgal)                       NAVD 88
 GY1998
 GY1998  VERT ORDER  -  FIRST     CLASS II
 GY1998
 GY1998.The horizontal coordinates were scaled from a topographic map and have
 GY1998.an estimated accuracy of +/- 6 seconds.
 GY1998
 GY1998.The orthometric height was determined by differential leveling
 GY1998.and adjusted by the National Geodetic Survey in June 1991..
 GY1998
 GY1998.The geoid height was determined by GEOID03.
 GY1998
 GY1998.The dynamic height is computed by dividing the NAVD 88
 GY1998.geopotential number by the normal gravity value computed on the
 GY1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1998.degrees latitude (g = 980.6199 gals.).
 GY1998
 GY1998.The modeled gravity was interpolated from observed gravity values.
 GY1998
 GY1998;                    North         East    Units  Estimated Accuracy
 GY1998;SPC KY1Z     - 1,097,690.    1,732,490.      MT  (+/- 180 meters Scaled)
 GY1998
 GY1998                          SUPERSEDED SURVEY CONTROL
 GY1998
 GY1998  NGVD 29 (??/??/92)  277.431  (m)          910.20   (f) ADJ UNCH    1 2
 GY1998
 GY1998.Superseded values are not recommended for survey control.
 GY1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1998.See file dsdata.txt to determine how the superseded data were derived.
 GY1998
 GY1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB108174(NAD 83)
 GY1998_MARKER: DB = BENCH MARK DISK
 GY1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1998_STAMPING: N 15 1930 910.205
 GY1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1998+STABILITY: SURFACE MOTION
 GY1998
 GY1998  HISTORY     - Date     Condition        Report By
 GY1998  HISTORY     - 1930     MONUMENTED       CGS
 GY1998  HISTORY     - 1956     GOOD             NGS
 GY1998  HISTORY     - 1967     MARK NOT FOUND   NGS
 GY1998
 GY1998                          STATION DESCRIPTION
 GY1998
 GY1998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY1998'1.3 MI E FROM VIPER.
 GY1998'1.3 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY1998'FROM THE STATION AT VIPER, PERRY COUNTY, 112 FEET NORTHWEST OF THE
 GY1998'FIRST ROAD CROSSING SOUTHEAST OF TOWN, 21 FEET SOUTHWEST OF THE
 GY1998'SOUTHWEST RAIL, AND 18 FEET SOUTHEAST OF A STONE CULVERT.
 GY1998
 GY1998                          STATION RECOVERY (1967)
 GY1998
 GY1998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GY1998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1223 ***********************************************************************
 GB1223  DESIGNATION -  N 150
 GB1223  PID         -  GB1223
 GB1223  STATE/COUNTY-  KY/PULASKI
 GB1223  USGS QUAD   -  BURNSIDE (1982)
 GB1223
 GB1223                         *CURRENT SURVEY CONTROL
 GB1223  ___________________________________________________________________
 GB1223* NAD 83(1986)-  36 59 17.     (N)    084 35 29.     (W)     SCALED    
 GB1223* NAVD 88     -       266.178  (meters)     873.29   (feet)  ADJUSTED  
 GB1223  ___________________________________________________________________
 GB1223  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1223  DYNAMIC HT  -         265.972 (meters)     872.61  (feet)  COMP
 GB1223  MODELED GRAV-     979,849.9   (mgal)                       NAVD 88
 GB1223
 GB1223  VERT ORDER  -  FIRST     CLASS I
 GB1223
 GB1223.The horizontal coordinates were scaled from a topographic map and have
 GB1223.an estimated accuracy of +/- 6 seconds.
 GB1223
 GB1223.The orthometric height was determined by differential leveling
 GB1223.and adjusted by the National Geodetic Survey in June 1991..
 GB1223
 GB1223.The geoid height was determined by GEOID03.
 GB1223
 GB1223.The dynamic height is computed by dividing the NAVD 88
 GB1223.geopotential number by the normal gravity value computed on the
 GB1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1223.degrees latitude (g = 980.6199 gals.).
 GB1223
 GB1223.The modeled gravity was interpolated from observed gravity values.
 GB1223
 GB1223;                    North         East    Units  Estimated Accuracy
 GB1223;SPC KY1Z     - 1,073,310.    1,603,150.      MT  (+/- 180 meters Scaled)
 GB1223
 GB1223                          SUPERSEDED SURVEY CONTROL
 GB1223
 GB1223  NGVD 29 (??/??/92)  266.354  (m)          873.86   (f) ADJ UNCH    1 1
 GB1223
 GB1223.Superseded values are not recommended for survey control.
 GB1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1223.See file dsdata.txt to determine how the superseded data were derived.
 GB1223
 GB1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF143962(NAD 83)
 GB1223_MARKER: DB = BENCH MARK DISK
 GB1223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1223_SP_SET: OVERPASS CURB
 GB1223_STAMPING: N 150 1950 873.863
 GB1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1223
 GB1223  HISTORY     - Date     Condition        Report By
 GB1223  HISTORY     - 1950     MONUMENTED       CGS
 GB1223  HISTORY     - 1968     GOOD             NGS
 GB1223
 GB1223                          STATION DESCRIPTION
 GB1223
 GB1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB1223'0.3 MI SE FROM BURNSIDE.
 GB1223'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB1223'STATION AT BURNSIDE, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 GB1223'SOUTHWEST TRACK, SET IN THE TOP OF THE SOUTHWEST CONCRETE CURB ON
 GB1223'THE RAILROAD OVERPASS FOR EAST ANTIOCH AVENUE, 30.5 FEET SOUTHEAST
 GB1223'OF THE NORTHWEST END OF THE CURB, AND ABOUT 1 FOOT ABOVE THE LEVEL
 GB1223'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0800 ***********************************************************************
 GZ0800  DESIGNATION -  N 151
 GZ0800  PID         -  GZ0800
 GZ0800  STATE/COUNTY-  KY/PULASKI
 GZ0800  USGS QUAD   -  SCIENCE HILL (1961)
 GZ0800
 GZ0800                         *CURRENT SURVEY CONTROL
 GZ0800  ___________________________________________________________________
 GZ0800* NAD 83(1986)-  37 10 32.     (N)    084 38 05.     (W)     SCALED    
 GZ0800* NAVD 88     -       340.328  (meters)    1116.56   (feet)  ADJUSTED  
 GZ0800  ___________________________________________________________________
 GZ0800  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GZ0800  DYNAMIC HT  -         340.061 (meters)    1115.68  (feet)  COMP
 GZ0800  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GZ0800
 GZ0800  VERT ORDER  -  FIRST     CLASS II
 GZ0800
 GZ0800.The horizontal coordinates were scaled from a topographic map and have
 GZ0800.an estimated accuracy of +/- 6 seconds.
 GZ0800
 GZ0800.The orthometric height was determined by differential leveling
 GZ0800.and adjusted by the National Geodetic Survey in June 1991..
 GZ0800
 GZ0800.The geoid height was determined by GEOID03.
 GZ0800
 GZ0800.The dynamic height is computed by dividing the NAVD 88
 GZ0800.geopotential number by the normal gravity value computed on the
 GZ0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0800.degrees latitude (g = 980.6199 gals.).
 GZ0800
 GZ0800.The modeled gravity was interpolated from observed gravity values.
 GZ0800
 GZ0800;                    North         East    Units  Estimated Accuracy
 GZ0800;SPC KY1Z     - 1,094,070.    1,599,040.      MT  (+/- 180 meters Scaled)
 GZ0800
 GZ0800                          SUPERSEDED SURVEY CONTROL
 GZ0800
 GZ0800  NGVD 29 (??/??/92)  340.476  (m)         1117.05   (f) ADJ UNCH    1 2
 GZ0800
 GZ0800.Superseded values are not recommended for survey control.
 GZ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0800.See file dsdata.txt to determine how the superseded data were derived.
 GZ0800
 GZ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG099169(NAD 83)
 GZ0800_MARKER: DB = BENCH MARK DISK
 GZ0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0800_SP_SET: CONCRETE POST
 GZ0800_STAMPING: N 151 1950 1117.045
 GZ0800_MARK LOGO: CGS   
 GZ0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0800+STABILITY: SURFACE MOTION
 GZ0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0800+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 GZ0800
 GZ0800  HISTORY     - Date     Condition        Report By
 GZ0800  HISTORY     - 1950     MONUMENTED       CGS
 GZ0800  HISTORY     - 1958     GOOD             NGS
 GZ0800  HISTORY     - 1984     GOOD             NGS
 GZ0800  HISTORY     - 20050509 GOOD             KYDT
 GZ0800
 GZ0800                          STATION DESCRIPTION
 GZ0800
 GZ0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0800'AT SCIENCE HILL.
 GZ0800'AT SCIENCE HILL, ALONG THE SOUTHERN RAILWAY, 354 FEET SOUTH OF
 GZ0800'THE SOUTHEAST CORNER OF THE STATION, 276 FEET SOUTH OF THE CENTER
 GZ0800'OF THE CROSSING OF THE EAST TRACK AND A GRAVEL ROAD, 41 1/2 FEET
 GZ0800'EAST OF THE EAST RAIL OF THE EAST MAIN TRACK, 31.8 FEET EAST OF
 GZ0800'THE EAST RAIL OF A SIDE TRACK, 141 1/2 FEET SOUTHEAST OF A SWITCH
 GZ0800'STAND FOR SIDE TRACK, 6 FEET NORTH OF THE FOURTH TELEPHONE POLE
 GZ0800'SOUTH OF THE STATION, 70 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GZ0800'A SMALL HOUSE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 GZ0800'1 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GZ0800'PROJECTING 4 INCHES.
 GZ0800
 GZ0800                          STATION RECOVERY (1958)
 GZ0800
 GZ0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0800'RECOVERED IN GOOD CONDITION.
 GZ0800
 GZ0800                          STATION RECOVERY (1984)
 GZ0800
 GZ0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ0800'RECOVERED IN GOOD CONDITION.
 GZ0800
 GZ0800                          STATION RECOVERY (2005)
 GZ0800
 GZ0800'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ0800'MARK IS NORTHWEST AND ACROSS PAVED ROAD FROM HOUSE AT 109 RAILROAD
 GZ0800'STREET, 1 FOOT NORTHEAST OF A CARSONITE WITNESS POST, 2.5 FEET BELOW
 GZ0800'TRACKS, AT SOUTHWEST BASE OF AN 8 INCH WILD CHERRY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0761 ***********************************************************************
 GZ0761  DESIGNATION -  N 152
 GZ0761  PID         -  GZ0761
 GZ0761  STATE/COUNTY-  KY/LINCOLN
 GZ0761  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0761
 GZ0761                         *CURRENT SURVEY CONTROL
 GZ0761  ___________________________________________________________________
 GZ0761* NAD 83(1986)-  37 29 14.     (N)    084 47 44.     (W)     SCALED    
 GZ0761* NAVD 88     -       309.079  (meters)    1014.04   (feet)  ADJUSTED  
 GZ0761  ___________________________________________________________________
 GZ0761  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GZ0761  DYNAMIC HT  -         308.839 (meters)    1013.25  (feet)  COMP
 GZ0761  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 GZ0761
 GZ0761  VERT ORDER  -  FIRST     CLASS II
 GZ0761
 GZ0761.The horizontal coordinates were scaled from a topographic map and have
 GZ0761.an estimated accuracy of +/- 6 seconds.
 GZ0761
 GZ0761.The orthometric height was determined by differential leveling
 GZ0761.and adjusted by the National Geodetic Survey in June 1991..
 GZ0761
 GZ0761.The geoid height was determined by GEOID03.
 GZ0761
 GZ0761.The dynamic height is computed by dividing the NAVD 88
 GZ0761.geopotential number by the normal gravity value computed on the
 GZ0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0761.degrees latitude (g = 980.6199 gals.).
 GZ0761
 GZ0761.The modeled gravity was interpolated from observed gravity values.
 GZ0761
 GZ0761;                    North         East    Units  Estimated Accuracy
 GZ0761;SPC KY1Z     - 1,128,490.    1,584,400.      MT  (+/- 180 meters Scaled)
 GZ0761
 GZ0761                          SUPERSEDED SURVEY CONTROL
 GZ0761
 GZ0761  NGVD 29 (??/??/92)  309.222  (m)         1014.51   (f) ADJ UNCH    1 2
 GZ0761
 GZ0761.Superseded values are not recommended for survey control.
 GZ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0761.See file dsdata.txt to determine how the superseded data were derived.
 GZ0761
 GZ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG948512(NAD 83)
 GZ0761_MARKER: DB = BENCH MARK DISK
 GZ0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0761_STAMPING: N 152 1950 1014.506
 GZ0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0761+STABILITY: SURFACE MOTION
 GZ0761
 GZ0761  HISTORY     - Date     Condition        Report By
 GZ0761  HISTORY     - 1950     MONUMENTED       USGS
 GZ0761  HISTORY     - 1950     GOOD             NGS
 GZ0761  HISTORY     - 1958     GOOD             NGS
 GZ0761
 GZ0761                          STATION DESCRIPTION
 GZ0761
 GZ0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GZ0761'1.9 MI SE FROM MORELAND.
 GZ0761'ABOUT 1.9 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GZ0761'STATION AT MORELAND, AT A PRIVATE ROAD CROSSING, 93 FEET SOUTH OF
 GZ0761'TELEPHONE POLE NO. 21 G, 26 FEET EAST OF THE EAST RAIL OF THE EAST
 GZ0761'TRACK, 9 1/2 FEET NORTH OF THE CENTER LINE OF THE PRIVATE ROAD, 15
 GZ0761'FEET EAST OF THE NORTH END OF A 12-INCH PIPE CULVERT UNDER PRIVATE
 GZ0761'ROAD, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE
 GZ0761'WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW THE TRACK AND SET IN
 GZ0761'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0761
 GZ0761                          STATION RECOVERY (1958)
 GZ0761
 GZ0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1276 ***********************************************************************
 GZ1276  DESIGNATION -  N 153
 GZ1276  PID         -  GZ1276
 GZ1276  STATE/COUNTY-  KY/MERCER
 GZ1276  USGS QUAD   -  DANVILLE (1985)
 GZ1276
 GZ1276                         *CURRENT SURVEY CONTROL
 GZ1276  ___________________________________________________________________
 GZ1276* NAD 83(1986)-  37 43 21.     (N)    084 46 23.     (W)     SCALED    
 GZ1276* NAVD 88     -       282.528  (meters)     926.93   (feet)  ADJUSTED  
 GZ1276  ___________________________________________________________________
 GZ1276  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 GZ1276  DYNAMIC HT  -         282.310 (meters)     926.21  (feet)  COMP
 GZ1276  MODELED GRAV-     979,851.7   (mgal)                       NAVD 88
 GZ1276
 GZ1276  VERT ORDER  -  FIRST     CLASS II
 GZ1276
 GZ1276.The horizontal coordinates were scaled from a topographic map and have
 GZ1276.an estimated accuracy of +/- 6 seconds.
 GZ1276
 GZ1276.The orthometric height was determined by differential leveling
 GZ1276.and adjusted by the National Geodetic Survey in June 1991..
 GZ1276
 GZ1276.The geoid height was determined by GEOID03.
 GZ1276
 GZ1276.The dynamic height is computed by dividing the NAVD 88
 GZ1276.geopotential number by the normal gravity value computed on the
 GZ1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1276.degrees latitude (g = 980.6199 gals.).
 GZ1276
 GZ1276.The modeled gravity was interpolated from observed gravity values.
 GZ1276
 GZ1276;                    North         East    Units  Estimated Accuracy
 GZ1276;SPC KY1Z     - 1,154,620.    1,586,120.      MT  (+/- 180 meters Scaled)
 GZ1276
 GZ1276                          SUPERSEDED SURVEY CONTROL
 GZ1276
 GZ1276  NGVD 29 (??/??/92)  282.683  (m)          927.44   (f) ADJ UNCH    1 2
 GZ1276
 GZ1276.Superseded values are not recommended for survey control.
 GZ1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1276.See file dsdata.txt to determine how the superseded data were derived.
 GZ1276
 GZ1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG962773(NAD 83)
 GZ1276_MARKER: DB = BENCH MARK DISK
 GZ1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1276_STAMPING: N 153 1950 927.436
 GZ1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1276+STABILITY: SURFACE MOTION
 GZ1276
 GZ1276  HISTORY     - Date     Condition        Report By
 GZ1276  HISTORY     - 1950     MONUMENTED       CGS
 GZ1276  HISTORY     - 1958     GOOD             NGS
 GZ1276  HISTORY     - 1981     GOOD             KYDT
 GZ1276
 GZ1276                          STATION DESCRIPTION
 GZ1276
 GZ1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1276'2.2 MI S FROM BURGIN.
 GZ1276'ABOUT 2.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ1276'AT BURGIN, ABOUT 0.2 MILE SOUTH OF MILE POST 111, ABOUT 0.2 MILE
 GZ1276'NORTH OF A POINT WHERE TELEPHONE LINE TURNS NORTHWEST AWAY
 GZ1276'FROM TRACKS, AT A FENCE CORNER, 74 FEET WEST OF THE WEST RAIL OF
 GZ1276'THE WEST TRACK, 10 1/2 FEET SOUTHEAST OF THE FENCE CORNER, 2
 GZ1276'FEET EAST OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE
 GZ1276'WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE TRACKS AND SET IN
 GZ1276'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GZ1276
 GZ1276                          STATION RECOVERY (1958)
 GZ1276
 GZ1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1276'RECOVERED IN GOOD CONDITION.
 GZ1276
 GZ1276                          STATION RECOVERY (1981)
 GZ1276
 GZ1276'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1220 ***********************************************************************
 GZ1220  DESIGNATION -  N 154
 GZ1220  PID         -  GZ1220
 GZ1220  STATE/COUNTY-  KY/FAYETTE
 GZ1220  USGS QUAD   -  NICHOLASVILLE (1993)
 GZ1220
 GZ1220                         *CURRENT SURVEY CONTROL
 GZ1220  ___________________________________________________________________
 GZ1220* NAD 83(1986)-  37 59 58.     (N)    084 31 35.     (W)     SCALED    
 GZ1220* NAVD 88     -       313.345  (meters)    1028.03   (feet)  ADJUSTED  
 GZ1220  ___________________________________________________________________
 GZ1220  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 GZ1220  DYNAMIC HT  -         313.113 (meters)    1027.27  (feet)  COMP
 GZ1220  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 GZ1220
 GZ1220  VERT ORDER  -  FIRST     CLASS II
 GZ1220
 GZ1220.The horizontal coordinates were scaled from a topographic map and have
 GZ1220.an estimated accuracy of +/- 6 seconds.
 GZ1220
 GZ1220.The orthometric height was determined by differential leveling
 GZ1220.and adjusted by the National Geodetic Survey in June 1991..
 GZ1220
 GZ1220.The geoid height was determined by GEOID03.
 GZ1220
 GZ1220.The dynamic height is computed by dividing the NAVD 88
 GZ1220.geopotential number by the normal gravity value computed on the
 GZ1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1220.degrees latitude (g = 980.6199 gals.).
 GZ1220
 GZ1220.The modeled gravity was interpolated from observed gravity values.
 GZ1220
 GZ1220;                    North         East    Units  Estimated Accuracy
 GZ1220;SPC KY1Z     - 1,185,610.    1,607,460.      MT  (+/- 180 meters Scaled)
 GZ1220
 GZ1220                          SUPERSEDED SURVEY CONTROL
 GZ1220
 GZ1220  NGVD 29 (??/??/92)  313.496  (m)         1028.53   (f) ADJ UNCH    1 2
 GZ1220
 GZ1220.Superseded values are not recommended for survey control.
 GZ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1220.See file dsdata.txt to determine how the superseded data were derived.
 GZ1220
 GZ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH171086(NAD 83)
 GZ1220_MARKER: DB = BENCH MARK DISK
 GZ1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1220_STAMPING: N 154 1950 1028.528
 GZ1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1220+STABILITY: SURFACE MOTION
 GZ1220
 GZ1220  HISTORY     - Date     Condition        Report By
 GZ1220  HISTORY     - 1950     MONUMENTED       CGS
 GZ1220  HISTORY     - 1958     GOOD             NGS
 GZ1220  HISTORY     - 1984     MARK NOT FOUND   NGS
 GZ1220
 GZ1220                          STATION DESCRIPTION
 GZ1220
 GZ1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1220'3.2 MI S FROM LEXINGTON.
 GZ1220'ABOUT 3.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GZ1220'AT LEXINGTON, ABOUT 100 YARDS EAST AND ACROSS THE TRACKS FROM A
 GZ1220'BRICK KILN, 84 FEET EAST-NORTHEAST AND ACROSS THE TRACKS FROM
 GZ1220'SEMAPHORE NO. 84.5, 97 FEET SOUTH OF A FENCE CORNER AT THE CROSSING
 GZ1220'OF A GAS PIPE LINE, 54 FEET EAST OF THE EAST RAIL OF THE EAST
 GZ1220'TRACK, 13 FEET SOUTH OF A TELEPHONE POLE, 2 1/2 FEET WEST OF A
 GZ1220'FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 GZ1220'ABOUT LEVEL WITH THE TRACKS AND SET IN THE TOP OF A CONCRETE POST
 GZ1220'PROJECTING 3 INCHES.
 GZ1220
 GZ1220                          STATION RECOVERY (1958)
 GZ1220
 GZ1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1220'RECOVERED IN GOOD CONDITION.
 GZ1220
 GZ1220                          STATION RECOVERY (1984)
 GZ1220
 GZ1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ1220'NOT RECOVERED.  THE DESCRIPTION IS NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0851 ***********************************************************************
 GZ0851  DESIGNATION -  N 155
 GZ0851  PID         -  GZ0851
 GZ0851  STATE/COUNTY-  KY/LINCOLN
 GZ0851  USGS QUAD   -  HALLS GAP (1987)
 GZ0851
 GZ0851                         *CURRENT SURVEY CONTROL
 GZ0851  ___________________________________________________________________
 GZ0851* NAD 83(1986)-  37 25 28.     (N)    084 39 19.     (W)     SCALED    
 GZ0851* NAVD 88     -       428.154  (meters)    1404.70   (feet)  ADJUSTED  
 GZ0851  ___________________________________________________________________
 GZ0851  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GZ0851  DYNAMIC HT  -         427.810 (meters)    1403.57  (feet)  COMP
 GZ0851  MODELED GRAV-     979,814.8   (mgal)                       NAVD 88
 GZ0851
 GZ0851  VERT ORDER  -  FIRST     CLASS II
 GZ0851
 GZ0851.The horizontal coordinates were scaled from a topographic map and have
 GZ0851.an estimated accuracy of +/- 6 seconds.
 GZ0851
 GZ0851.The orthometric height was determined by differential leveling
 GZ0851.and adjusted by the National Geodetic Survey in June 1991..
 GZ0851
 GZ0851.The geoid height was determined by GEOID03.
 GZ0851
 GZ0851.The dynamic height is computed by dividing the NAVD 88
 GZ0851.geopotential number by the normal gravity value computed on the
 GZ0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0851.degrees latitude (g = 980.6199 gals.).
 GZ0851
 GZ0851.The modeled gravity was interpolated from observed gravity values.
 GZ0851
 GZ0851;                    North         East    Units  Estimated Accuracy
 GZ0851;SPC KY1Z     - 1,121,660.    1,596,890.      MT  (+/- 180 meters Scaled)
 GZ0851
 GZ0851                          SUPERSEDED SURVEY CONTROL
 GZ0851
 GZ0851  NGVD 29 (??/??/92)  428.278  (m)         1405.11   (f) ADJ UNCH    1 2
 GZ0851
 GZ0851.Superseded values are not recommended for survey control.
 GZ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0851.See file dsdata.txt to determine how the superseded data were derived.
 GZ0851
 GZ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG074445(NAD 83)
 GZ0851_MARKER: DB = BENCH MARK DISK
 GZ0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0851_SP_SET: CONCRETE POST
 GZ0851_STAMPING: N 155 1950 1405.109
 GZ0851_MARK LOGO: CGS   
 GZ0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0851+STABILITY: SURFACE MOTION
 GZ0851
 GZ0851  HISTORY     - Date     Condition        Report By
 GZ0851  HISTORY     - 1950     MONUMENTED       CGS
 GZ0851  HISTORY     - 1958     GOOD             NGS
 GZ0851  HISTORY     - 1981     GOOD             KYDT
 GZ0851  HISTORY     - 1984     GOOD             NGS
 GZ0851
 GZ0851                          STATION DESCRIPTION
 GZ0851
 GZ0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0851'AT HIGHLAND.
 GZ0851'AT HIGHLAND, ABOUT 0.35 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM
 GZ0851'THE SCHOOL, ABOUT 0.2 MILE NORTH OF HIGHLAND METHODIST CHURCH,
 GZ0851'AT A TWO-STORY FARM HOUSE, 85 FEET NORTH OF THE NORTHWEST
 GZ0851'CORNER OF THE HOUSE, 91 FEET WEST OF THE WEST FACE OF A BARN,
 GZ0851'40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET NORTHEAST
 GZ0851'OF A POWER POLE, 1 1/2 FEET SOUTH OF A FENCE LINE, 1 1/2 FEET
 GZ0851'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE
 GZ0851'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GZ0851'INCHES.
 GZ0851
 GZ0851                          STATION RECOVERY (1958)
 GZ0851
 GZ0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0851'RECOVERED IN GOOD CONDITION.
 GZ0851
 GZ0851                          STATION RECOVERY (1981)
 GZ0851
 GZ0851'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ0851'RECOVERED IN GOOD CONDITION.
 GZ0851
 GZ0851                          STATION RECOVERY (1984)
 GZ0851
 GZ0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ0851'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1950 EXCEPT U.S. HIGHWAY
 GZ0851'27 IS NOW STATE HIGHWAY 1247.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2875 ***********************************************************************
 GY2875  DESIGNATION -  N 156
 GY2875  PID         -  GY2875
 GY2875  STATE/COUNTY-  KY/LEE
 GY2875  USGS QUAD   -  TALLEGA (1976)
 GY2875
 GY2875                         *CURRENT SURVEY CONTROL
 GY2875  ___________________________________________________________________
 GY2875* NAD 83(1986)-  37 33 19.     (N)    083 34 20.     (W)     SCALED    
 GY2875* NAVD 88     -       230.461  (meters)     756.10   (feet)  ADJUSTED  
 GY2875  ___________________________________________________________________
 GY2875  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GY2875  DYNAMIC HT  -         230.283 (meters)     755.52  (feet)  COMP
 GY2875  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 GY2875
 GY2875  VERT ORDER  -  FIRST     CLASS II
 GY2875
 GY2875.The horizontal coordinates were scaled from a topographic map and have
 GY2875.an estimated accuracy of +/- 6 seconds.
 GY2875
 GY2875.The orthometric height was determined by differential leveling
 GY2875.and adjusted by the National Geodetic Survey in June 1991..
 GY2875
 GY2875.The geoid height was determined by GEOID03.
 GY2875
 GY2875.The dynamic height is computed by dividing the NAVD 88
 GY2875.geopotential number by the normal gravity value computed on the
 GY2875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2875.degrees latitude (g = 980.6199 gals.).
 GY2875
 GY2875.The modeled gravity was interpolated from observed gravity values.
 GY2875
 GY2875;                    North         East    Units  Estimated Accuracy
 GY2875;SPC KY1Z     - 1,137,860.    1,692,400.      MT  (+/- 180 meters Scaled)
 GY2875
 GY2875                          SUPERSEDED SURVEY CONTROL
 GY2875
 GY2875  NGVD 29 (??/??/92)  230.622  (m)          756.63   (f) ADJ UNCH    1 2
 GY2875
 GY2875.Superseded values are not recommended for survey control.
 GY2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2875.See file dsdata.txt to determine how the superseded data were derived.
 GY2875
 GY2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB727595(NAD 83)
 GY2875_MARKER: DB = BENCH MARK DISK
 GY2875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2875_SP_SET: TUNNEL
 GY2875_STAMPING: N 156 1950 756.632
 GY2875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2875+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 GY2875
 GY2875  HISTORY     - Date     Condition        Report By
 GY2875  HISTORY     - 1950     MONUMENTED       CGS
 GY2875  HISTORY     - 1957     GOOD             NGS
 GY2875  HISTORY     - 20020722 GOOD             KYDT
 GY2875
 GY2875                          STATION DESCRIPTION
 GY2875
 GY2875'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2875'1.1 MI SE FROM TALLEGA.
 GY2875'ABOUT 1.1 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GY2875'RAILROAD FROM THE STATION AT TALLEGA, AT THE SOUTHEAST END OF
 GY2875'MUD TUNNEL, SET VERTICALLY INSIDE THE TUNNEL WALL, 2.3 FEET
 GY2875'NORTHWEST OF THE SOUTHEAST END OF THE TUNNEL, 5 FEET NORTHEAST
 GY2875'OF THE NORTHEAST RAIL AND ABOUT 4 FEET ABOVE THE TRACK.
 GY2875
 GY2875                          STATION RECOVERY (1957)
 GY2875
 GY2875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2875'RECOVERED IN GOOD CONDITION.
 GY2875
 GY2875                          STATION RECOVERY (2002)
 GY2875
 GY2875'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2850 ***********************************************************************
 GY2850  DESIGNATION -  N 157
 GY2850  PID         -  GY2850
 GY2850  STATE/COUNTY-  KY/LEE
 GY2850  USGS QUAD   -  ZACHARIAH (1966)
 GY2850
 GY2850                         *CURRENT SURVEY CONTROL
 GY2850  ___________________________________________________________________
 GY2850* NAD 83(1986)-  37 40 54.     (N)    083 41 02.     (W)     SCALED    
 GY2850* NAVD 88     -       365.469  (meters)    1199.04   (feet)  ADJUSTED  
 GY2850  ___________________________________________________________________
 GY2850  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GY2850  DYNAMIC HT  -         365.191 (meters)    1198.13  (feet)  COMP
 GY2850  MODELED GRAV-     979,856.0   (mgal)                       NAVD 88
 GY2850
 GY2850  VERT ORDER  -  FIRST     CLASS II
 GY2850
 GY2850.The horizontal coordinates were scaled from a topographic map and have
 GY2850.an estimated accuracy of +/- 6 seconds.
 GY2850
 GY2850.The orthometric height was determined by differential leveling
 GY2850.and adjusted by the National Geodetic Survey in June 1991..
 GY2850
 GY2850.The geoid height was determined by GEOID03.
 GY2850
 GY2850.The dynamic height is computed by dividing the NAVD 88
 GY2850.geopotential number by the normal gravity value computed on the
 GY2850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2850.degrees latitude (g = 980.6199 gals.).
 GY2850
 GY2850.The modeled gravity was interpolated from observed gravity values.
 GY2850
 GY2850;                    North         East    Units  Estimated Accuracy
 GY2850;SPC KY1Z     - 1,151,660.    1,682,220.      MT  (+/- 180 meters Scaled)
 GY2850
 GY2850                          SUPERSEDED SURVEY CONTROL
 GY2850
 GY2850  NGVD 29 (??/??/92)  365.624  (m)         1199.55   (f) ADJ UNCH    1 2
 GY2850
 GY2850.Superseded values are not recommended for survey control.
 GY2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2850.See file dsdata.txt to determine how the superseded data were derived.
 GY2850
 GY2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB633738(NAD 83)
 GY2850_MARKER: DB = BENCH MARK DISK
 GY2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2850_STAMPING: N 157 1950
 GY2850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2850+STABILITY: SURFACE MOTION
 GY2850
 GY2850  HISTORY     - Date     Condition        Report By
 GY2850  HISTORY     - 1950     MONUMENTED       CGS
 GY2850  HISTORY     - 1958     MARK NOT FOUND   NGS
 GY2850
 GY2850                          STATION DESCRIPTION
 GY2850
 GY2850'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2850'AT ZOE.
 GY2850'AT ZOE, ALONG STATE HIGHWAY 11, ABOUT 0.15 MILE NORTHEAST OF THE
 GY2850'POST OFFICE AND STORE, AT THE CHURCH OF GOD, 144 FEET NORTH OF
 GY2850'THE NORTHWEST CORNER OF THE CHURCH BUILDING, 56 FEET EAST OF THE
 GY2850'CENTER LINE OF THE HIGHWAY, 47 FEET WEST OF A CAPPED OIL WELL,
 GY2850'15 FEET NORTHEAST OF THE CENTER LINE OF A DRIVE TO CHURCH, 2 FEET
 GY2850'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 GY2850'HIGHWAY, ABOUT LEVEL WITH THE DRIVE AND SET IN THE TOP OF A
 GY2850'CONCRETE POST PROJECTING 3 INCHES.
 GY2850
 GY2850                          STATION RECOVERY (1958)
 GY2850
 GY2850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2815 ***********************************************************************
 GY2815  DESIGNATION -  N 158
 GY2815  PID         -  GY2815
 GY2815  STATE/COUNTY-  KY/POWELL
 GY2815  USGS QUAD   -  STANTON (1966)
 GY2815
 GY2815                         *CURRENT SURVEY CONTROL
 GY2815  ___________________________________________________________________
 GY2815* NAD 83(1986)-  37 50 45.     (N)    083 49 49.     (W)     SCALED    
 GY2815* NAVD 88     -       200.614  (meters)     658.18   (feet)  ADJUSTED  
 GY2815  ___________________________________________________________________
 GY2815  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GY2815  DYNAMIC HT  -         200.467 (meters)     657.70  (feet)  COMP
 GY2815  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 GY2815
 GY2815  VERT ORDER  -  FIRST     CLASS II
 GY2815
 GY2815.The horizontal coordinates were scaled from a topographic map and have
 GY2815.an estimated accuracy of +/- 6 seconds.
 GY2815
 GY2815.The orthometric height was determined by differential leveling
 GY2815.and adjusted by the National Geodetic Survey in June 1991..
 GY2815
 GY2815.The geoid height was determined by GEOID03.
 GY2815
 GY2815.The dynamic height is computed by dividing the NAVD 88
 GY2815.geopotential number by the normal gravity value computed on the
 GY2815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2815.degrees latitude (g = 980.6199 gals.).
 GY2815
 GY2815.The modeled gravity was interpolated from observed gravity values.
 GY2815
 GY2815;                    North         East    Units  Estimated Accuracy
 GY2815;SPC KY1Z     - 1,169,600.    1,668,940.      MT  (+/- 180 meters Scaled)
 GY2815
 GY2815                          SUPERSEDED SURVEY CONTROL
 GY2815
 GY2815  NGVD 29 (??/??/92)  200.772  (m)          658.70   (f) ADJ UNCH    1 2
 GY2815
 GY2815.Superseded values are not recommended for survey control.
 GY2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2815.See file dsdata.txt to determine how the superseded data were derived.
 GY2815
 GY2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB509924(NAD 83)
 GY2815_MARKER: DB = BENCH MARK DISK
 GY2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2815_STAMPING: N 158 1950 658.699
 GY2815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2815+STABILITY: SURFACE MOTION
 GY2815
 GY2815  HISTORY     - Date     Condition        Report By
 GY2815  HISTORY     - 1950     MONUMENTED       CGS
 GY2815  HISTORY     - 1958     GOOD             NGS
 GY2815
 GY2815                          STATION DESCRIPTION
 GY2815
 GY2815'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2815'1.6 MI E FROM STANTON.
 GY2815'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 GY2815'STATE HIGHWAY 213 AT STANTON, ABOUT 1.05 MILES NORTHWEST OF THE
 GY2815'POST OFFICE AT ROSSLYN, ABOUT 0.55 MILE WEST OF A BRIDGE OVER
 GY2815'PEX CREEK, ABOUT 100 YARDS SOUTHWEST OF THE SOUTHWEST END OF A
 GY2815'CURVED CUT, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GY2815'75 YARDS SOUTHWEST OF A 5-FOOT STONE MASONRY CULVERT, 1 FOOT
 GY2815'NORTHWEST OF A FENCE LINE, 6 FEET NORTHEAST OF TELEPHONE POLE NO.
 GY2815'1067, 164 1/2 FEET NORTHEAST OF THE NORTHEST END OF THE SOUTHEAST
 GY2815'HEAD WALL OF AN 18-INCH PIPE CULVERT, 2 FEET NORTHEAST OF A
 GY2815'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY AND
 GY2815'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GY2815
 GY2815                          STATION RECOVERY (1958)
 GY2815
 GY2815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GY2815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0009 ***********************************************************************
 GZ0009  DESIGNATION -  N 159
 GZ0009  PID         -  GZ0009
 GZ0009  STATE/COUNTY-  KY/CLARK
 GZ0009  USGS QUAD   -  HEDGES (1976)
 GZ0009
 GZ0009                         *CURRENT SURVEY CONTROL
 GZ0009  ___________________________________________________________________
 GZ0009* NAD 83(1986)-  37 59 42.     (N)    084 02 43.     (W)     SCALED    
 GZ0009* NAVD 88     -       299.243  (meters)     981.77   (feet)  ADJUSTED  
 GZ0009  ___________________________________________________________________
 GZ0009  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GZ0009  DYNAMIC HT  -         299.022 (meters)     981.04  (feet)  COMP
 GZ0009  MODELED GRAV-     979,882.8   (mgal)                       NAVD 88
 GZ0009
 GZ0009  VERT ORDER  -  FIRST     CLASS II
 GZ0009
 GZ0009.The horizontal coordinates were scaled from a topographic map and have
 GZ0009.an estimated accuracy of +/- 6 seconds.
 GZ0009
 GZ0009.The orthometric height was determined by differential leveling
 GZ0009.and adjusted by the National Geodetic Survey in June 1991..
 GZ0009
 GZ0009.The geoid height was determined by GEOID03.
 GZ0009
 GZ0009.The dynamic height is computed by dividing the NAVD 88
 GZ0009.geopotential number by the normal gravity value computed on the
 GZ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0009.degrees latitude (g = 980.6199 gals.).
 GZ0009
 GZ0009.The modeled gravity was interpolated from observed gravity values.
 GZ0009
 GZ0009;                    North         East    Units  Estimated Accuracy
 GZ0009;SPC KY1Z     - 1,185,780.    1,649,720.      MT  (+/- 180 meters Scaled)
 GZ0009
 GZ0009                          SUPERSEDED SURVEY CONTROL
 GZ0009
 GZ0009  NGVD 29 (??/??/92)  299.386  (m)          982.24   (f) ADJ UNCH    1 2
 GZ0009
 GZ0009.Superseded values are not recommended for survey control.
 GZ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0009.See file dsdata.txt to determine how the superseded data were derived.
 GZ0009
 GZ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH594093(NAD 83)
 GZ0009_MARKER: DB = BENCH MARK DISK
 GZ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0009_STAMPING: N 159 1950 982.236
 GZ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0009+STABILITY: SURFACE MOTION
 GZ0009
 GZ0009  HISTORY     - Date     Condition        Report By
 GZ0009  HISTORY     - 1950     MONUMENTED       CGS
 GZ0009  HISTORY     - 1958     GOOD             NGS
 GZ0009
 GZ0009                          STATION DESCRIPTION
 GZ0009
 GZ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0009'1 MI NE FROM L AND E JUNCTION.
 GZ0009'ABOUT 1.0 MILE NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILROAD
 GZ0009'FROM THE STATION SIGN AT L. AND E. JUNCTION, AT HEDGES, ABOUT 0.15
 GZ0009'MILE NORTHEAST OF MILE POST 617, 263 FEET NORTHEAST OF A GRAVEL
 GZ0009'ROAD CROSSING, 58 FEET NORTHWEST OF THE NORTHWEST RAIL, 30 FEET
 GZ0009'NORTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTHEAST OF A WIRE FENCE,
 GZ0009'78 FEET NORTH OF THE NORTH CORNER OF THE WAITING BOOTH AT HEDGES,
 GZ0009'11 FOOT SOUTH OF THE EAST CORNER OF A CAR SHED, 11 FEET EAST
 GZ0009'OF THE SOUTH CORNER OF A CAR SHED, 1 FOOT BELOW THE TRACK AND
 GZ0009'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ0009
 GZ0009                          STATION RECOVERY (1958)
 GZ0009
 GZ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0911 ***********************************************************************
 GY0911  DESIGNATION -  N 16
 GY0911  PID         -  GY0911
 GY0911  STATE/COUNTY-  KY/LETCHER
 GY0911  USGS QUAD   -  JENKINS WEST (1992)
 GY0911
 GY0911                         *CURRENT SURVEY CONTROL
 GY0911  ___________________________________________________________________
 GY0911* NAD 83(1986)-  37 10 14.     (N)    082 38 04.     (W)     SCALED    
 GY0911* NAVD 88     -       467.660  (meters)    1534.31   (feet)  ADJUSTED  
 GY0911  ___________________________________________________________________
 GY0911  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GY0911  DYNAMIC HT  -         467.260 (meters)    1533.00  (feet)  COMP
 GY0911  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 GY0911
 GY0911  VERT ORDER  -  FIRST     CLASS II
 GY0911
 GY0911.The horizontal coordinates were scaled from a topographic map and have
 GY0911.an estimated accuracy of +/- 6 seconds.
 GY0911
 GY0911.The orthometric height was determined by differential leveling
 GY0911.and adjusted by the National Geodetic Survey in June 1991..
 GY0911
 GY0911.The geoid height was determined by GEOID03.
 GY0911
 GY0911.The dynamic height is computed by dividing the NAVD 88
 GY0911.geopotential number by the normal gravity value computed on the
 GY0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0911.degrees latitude (g = 980.6199 gals.).
 GY0911
 GY0911.The modeled gravity was interpolated from observed gravity values.
 GY0911
 GY0911;                    North         East    Units  Estimated Accuracy
 GY0911;SPC KY1Z     - 1,097,540.    1,776,640.      MT  (+/- 180 meters Scaled)
 GY0911
 GY0911                          SUPERSEDED SURVEY CONTROL
 GY0911
 GY0911  NGVD 29 (??/??/92)  467.80   (m)         1534.8    (f) COMPUTED    1 2
 GY0911
 GY0911.Superseded values are not recommended for survey control.
 GY0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0911.See file dsdata.txt to determine how the superseded data were derived.
 GY0911
 GY0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB548150(NAD 83)
 GY0911_MARKER: DB = BENCH MARK DISK
 GY0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0911_STAMPING: N 16 1930
 GY0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0911+STABILITY: SURFACE MOTION
 GY0911
 GY0911  HISTORY     - Date     Condition        Report By
 GY0911  HISTORY     - 1930     MONUMENTED       CGS
 GY0911
 GY0911                          STATION DESCRIPTION
 GY0911
 GY0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 GY0911'AT JENKINS.
 GY0911'THE MARK IS AT JENKINS ON THE PROPERTY OF THE CONSOLIDATED COAL
 GY0911'CO. AND IS 52.8 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 GY0911'CONSOLDATED COAL CO. OFFICE BLDG. AND FIRST NATIONAL BANK, 63.5
 GY0911'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE SAME BLDG. AND 36.2
 GY0911'FEET NORTHWEST OF THE CENTER OF THE CONCRETE HIGHWAY NO. 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY0912 ***********************************************************************
 GY0912  DESIGNATION -  N 16 RESET 1947
 GY0912  PID         -  GY0912
 GY0912  STATE/COUNTY-  KY/LETCHER
 GY0912  USGS QUAD   -  JENKINS WEST (1992)
 GY0912
 GY0912                         *CURRENT SURVEY CONTROL
 GY0912  ___________________________________________________________________
 GY0912* NAD 83(1986)-  37 10 14.     (N)    082 38 04.     (W)     SCALED    
 GY0912* NAVD 88     -       467.710  (meters)    1534.48   (feet)  ADJUSTED  
 GY0912  ___________________________________________________________________
 GY0912  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GY0912  DYNAMIC HT  -         467.309 (meters)    1533.16  (feet)  COMP
 GY0912  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 GY0912
 GY0912  VERT ORDER  -  FIRST     CLASS I
 GY0912
 GY0912.The horizontal coordinates were scaled from a topographic map and have
 GY0912.an estimated accuracy of +/- 6 seconds.
 GY0912
 GY0912.The orthometric height was determined by differential leveling
 GY0912.and adjusted by the National Geodetic Survey in June 1991..
 GY0912
 GY0912.The geoid height was determined by GEOID03.
 GY0912
 GY0912.The dynamic height is computed by dividing the NAVD 88
 GY0912.geopotential number by the normal gravity value computed on the
 GY0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0912.degrees latitude (g = 980.6199 gals.).
 GY0912
 GY0912.The modeled gravity was interpolated from observed gravity values.
 GY0912
 GY0912;                    North         East    Units  Estimated Accuracy
 GY0912;SPC KY1Z     - 1,097,540.    1,776,640.      MT  (+/- 180 meters Scaled)
 GY0912
 GY0912                          SUPERSEDED SURVEY CONTROL
 GY0912
 GY0912  NGVD 29 (??/??/92)  467.849  (m)         1534.93   (f) ADJ UNCH    1 1
 GY0912
 GY0912.Superseded values are not recommended for survey control.
 GY0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0912.See file dsdata.txt to determine how the superseded data were derived.
 GY0912
 GY0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB548150(NAD 83)
 GY0912_MARKER: DB = BENCH MARK DISK
 GY0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0912_STAMPING: N 16 RESET 1947 1534.935
 GY0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0912+STABILITY: SURFACE MOTION
 GY0912
 GY0912  HISTORY     - Date     Condition        Report By
 GY0912  HISTORY     - 1947     MONUMENTED       CGS
 GY0912  HISTORY     - 1967     GOOD             NGS
 GY0912
 GY0912                          STATION DESCRIPTION
 GY0912
 GY0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY0912'0.1 MI NE FROM JENKINS.
 GY0912'ABOUT 0.1 MILE NORTHEAST ALONG U.S. HIGHWAYS 119 AND 23 FROM
 GY0912'THE POST OFFICE AT JENKINS, 118 FEET SOUTHEAST OF THE CENTERLINE
 GY0912'OF U.S. HIGHWAYS 119 AND 23, 51 1/2 FEET SOUTHWEST AND ACROSS
 GY0912'LAKESIDE DRIVE WHICH IS ALTERNATE U.S. HIGHWAY 23 FROM THE SOUTH
 GY0912'CORNER OF THE JENKINS HOSPITAL BUILDING, 26 1/2 FEET SOUTHWEST OF
 GY0912'AN 18-INCH MAPLE TREE, 5.7 FEET NORTHEAST OF THE EAST CORNER
 GY0912'OF THE JENKINS OFFICE BUILDING, 5.0 FEET SOUTHWEST OF THE
 GY0912'SOUTHWEST EDGE OF A SIDEWALK, ABOUT 6 1/2 FEET ABOVE THE LEVEL
 GY0912'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GY0912'PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JZ0615 ***********************************************************************
 JZ0615  DESIGNATION -  N 160
 JZ0615  PID         -  JZ0615
 JZ0615  STATE/COUNTY-  KY/BOONE
 JZ0615  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0615
 JZ0615                         *CURRENT SURVEY CONTROL
 JZ0615  ___________________________________________________________________
 JZ0615* NAD 83(1986)-  39 01 37.     (N)    084 51 04.     (W)     SCALED    
 JZ0615* NAVD 88     -       143.244  (meters)     469.96   (feet)  ADJUSTED  
 JZ0615  ___________________________________________________________________
 JZ0615  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JZ0615  DYNAMIC HT  -         143.154 (meters)     469.66  (feet)  COMP
 JZ0615  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 JZ0615
 JZ0615  VERT ORDER  -  FIRST     CLASS II
 JZ0615
 JZ0615.The horizontal coordinates were scaled from a topographic map and have
 JZ0615.an estimated accuracy of +/- 6 seconds.
 JZ0615
 JZ0615.The orthometric height was determined by differential leveling
 JZ0615.and adjusted by the National Geodetic Survey in June 1991..
 JZ0615
 JZ0615.The geoid height was determined by GEOID03.
 JZ0615
 JZ0615.The dynamic height is computed by dividing the NAVD 88
 JZ0615.geopotential number by the normal gravity value computed on the
 JZ0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0615.degrees latitude (g = 980.6199 gals.).
 JZ0615
 JZ0615.The modeled gravity was interpolated from observed gravity values.
 JZ0615
 JZ0615;                    North         East    Units  Estimated Accuracy
 JZ0615;SPC KY1Z     - 1,299,340.    1,577,850.      MT  (+/- 180 meters Scaled)
 JZ0615
 JZ0615                          SUPERSEDED SURVEY CONTROL
 JZ0615
 JZ0615  NGVD 29 (??/??/92)  143.455  (m)          470.65   (f) ADJ UNCH    1 2
 JZ0615
 JZ0615.Superseded values are not recommended for survey control.
 JZ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0615.See file dsdata.txt to determine how the superseded data were derived.
 JZ0615
 JZ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ860219(NAD 83)
 JZ0615_MARKER: DB = BENCH MARK DISK
 JZ0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0615_SP_SET: ABUTMENT
 JZ0615_STAMPING: N 160 1950
 JZ0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0615
 JZ0615  HISTORY     - Date     Condition        Report By
 JZ0615  HISTORY     - 1950     MONUMENTED       CGS
 JZ0615  HISTORY     - 1964     GOOD             NGS
 JZ0615
 JZ0615                          STATION DESCRIPTION
 JZ0615
 JZ0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JZ0615'3.7 MI NW FROM BELLEVIEW.
 JZ0615'ABOUT 0.9 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE SCHOOL
 JZ0615'AT BELLEVIEW, THENCE ABOUT 2.8 MILES NORTHWEST ALONG STATE
 JZ0615'HIGHWAY 20, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 JZ0615'ABUTMENT OF A 275-FOOT CONCRETE BRIDGE OVER WOOLPER CREEK, 12 1/2
 JZ0615'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1/2 FOOT
 JZ0615'SOUTHEAST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE BANISTER
 JZ0615'AND ABOUT 1/2 FOOT ABOVE THE HIGHWAY.
 JZ0615
 JZ0615                          STATION RECOVERY (1964)
 JZ0615
 JZ0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JZ0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0094 ***********************************************************************
 GZ0094  DESIGNATION -  N 161
 GZ0094  PID         -  GZ0094
 GZ0094  STATE/COUNTY-  KY/MADISON
 GZ0094  USGS QUAD   -  BEREA (1993)
 GZ0094
 GZ0094                         *CURRENT SURVEY CONTROL
 GZ0094  ___________________________________________________________________
 GZ0094* NAD 83(1986)-  37 34 06.     (N)    084 16 41.     (W)     SCALED    
 GZ0094* NAVD 88     -       288.057  (meters)     945.07   (feet)  ADJUSTED  
 GZ0094  ___________________________________________________________________
 GZ0094  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GZ0094  DYNAMIC HT  -         287.839 (meters)     944.35  (feet)  COMP
 GZ0094  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 GZ0094
 GZ0094  VERT ORDER  -  SECOND    CLASS 0
 GZ0094
 GZ0094.The horizontal coordinates were scaled from a topographic map and have
 GZ0094.an estimated accuracy of +/- 6 seconds.
 GZ0094
 GZ0094.The orthometric height was determined by differential leveling
 GZ0094.and adjusted by the National Geodetic Survey in June 1991..
 GZ0094
 GZ0094.The geoid height was determined by GEOID03.
 GZ0094
 GZ0094.The dynamic height is computed by dividing the NAVD 88
 GZ0094.geopotential number by the normal gravity value computed on the
 GZ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0094.degrees latitude (g = 980.6199 gals.).
 GZ0094
 GZ0094.The modeled gravity was interpolated from observed gravity values.
 GZ0094
 GZ0094;                    North         East    Units  Estimated Accuracy
 GZ0094;SPC KY1Z     - 1,138,090.    1,630,020.      MT  (+/- 180 meters Scaled)
 GZ0094
 GZ0094                          SUPERSEDED SURVEY CONTROL
 GZ0094
 GZ0094  NGVD 29 (??/??/92)  288.206  (m)          945.56   (f) ADJ UNCH    2 0
 GZ0094
 GZ0094.Superseded values are not recommended for survey control.
 GZ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0094.See file dsdata.txt to determine how the superseded data were derived.
 GZ0094
 GZ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG403614(NAD 83)
 GZ0094_MARKER: DB = BENCH MARK DISK
 GZ0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0094_SP_SET: CULVERT
 GZ0094_STAMPING: N 161 1950 945.556
 GZ0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0094
 GZ0094  HISTORY     - Date     Condition        Report By
 GZ0094  HISTORY     - 1950     MONUMENTED       CGS
 GZ0094  HISTORY     - 1957     GOOD             NGS
 GZ0094
 GZ0094                          STATION DESCRIPTION
 GZ0094
 GZ0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0094'1 MI E FROM BEREA.
 GZ0094'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 GZ0094'AT BEREA, ABOUT 1.1 MILES NORTHWEST OF A BRIDGE OVER SILVER
 GZ0094'CREEK, ABOUT 0.15 MILE SOUTHEAST OF A CONCRETE BRIDGE AND
 GZ0094'BEREA CITY LIMITS, AT THE BOTTOM OF GRADES, SET IN THE TOP OF
 GZ0094'THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A 4-FOOT CONCRETE
 GZ0094'CULVERT, 15 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY
 GZ0094'AND ABOUT 1/2 FOOT ABOVE THE HIGHWAY.
 GZ0094
 GZ0094                          STATION RECOVERY (1957)
 GZ0094
 GZ0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ3056 ***********************************************************************
 GZ3056  DESIGNATION -  N 161 RESET
 GZ3056  PID         -  GZ3056
 GZ3056  STATE/COUNTY-  KY/MADISON
 GZ3056  USGS QUAD   -  BEREA (1993)
 GZ3056
 GZ3056                         *CURRENT SURVEY CONTROL
 GZ3056  ___________________________________________________________________
 GZ3056* NAD 83(1986)-  37 34 06.     (N)    084 16 41.     (W)     SCALED    
 GZ3056* NAVD 88     -       287.45   (meters)     943.1    (feet)  RESET     
 GZ3056  ___________________________________________________________________
 GZ3056  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GZ3056
 GZ3056  VERT ORDER  -  THIRD
 GZ3056
 GZ3056.The horizontal coordinates were scaled from a topographic map and have
 GZ3056.an estimated accuracy of +/- 6 seconds.
 GZ3056
 GZ3056.The orthometric height was computed from unverified reset data.
 GZ3056.No vertical observational check was made to the station.
 GZ3056
 GZ3056.The geoid height was determined by GEOID03.
 GZ3056
 GZ3056;                    North         East    Units  Estimated Accuracy
 GZ3056;SPC KY1Z     - 1,138,090.    1,630,020.      MT  (+/- 180 meters Scaled)
 GZ3056
 GZ3056                          SUPERSEDED SURVEY CONTROL
 GZ3056
 GZ3056  NGVD 29 (10/08/05)  287.60   (m)          943.6    (f) RESET       3  
 GZ3056
 GZ3056.Superseded values are not recommended for survey control.
 GZ3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ3056.See file dsdata.txt to determine how the superseded data were derived.
 GZ3056
 GZ3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG403614(NAD 83)
 GZ3056_MARKER: DB = BENCH MARK DISK
 GZ3056_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GZ3056+WITH SETTING: PAVEMENT
 GZ3056_SP_SET: SEWER INLET
 GZ3056_STAMPING: N 161 RESET 1985
 GZ3056_MARK LOGO: NGS   
 GZ3056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ3056+STABILITY: SURFACE MOTION
 GZ3056
 GZ3056  HISTORY     - Date     Condition        Report By
 GZ3056  HISTORY     - 1985     MONUMENTED       NGS
 GZ3056
 GZ3056                          STATION DESCRIPTION
 GZ3056
 GZ3056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GZ3056'1.0 KM (0.60 MI) EAST FROM BEREA.
 GZ3056'FROM THE JUNCTION OF US HIGHWAY 25 AND STATE ROUTE 21 (PROSPECT ST) IN
 GZ3056'DOWNTOWN BEREA GO 0.9 KM (0.55 MI) EAST ON STATE ROUTE 21 TO THE
 GZ3056'JUNCTION WITH CENTRAL AVENUE AND THE MARK AT THE SOUTHEAST CORNER OF
 GZ3056'THE INTERSECTION, SET IN THE NORTHWEST CORNER OF A STORM SEWER INLET,
 GZ3056'8.53 M (28.0 FT) SOUTH OF THE CENTERLINE OF STATE ROUTE 21 AND 3.81 M
 GZ3056'(12.5 FT) EAST OF THE CENTERLINE OF CENTRAL AVENUE.
 GZ3056'THE MARK IS 0.15 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0328 ***********************************************************************
 GZ0328  DESIGNATION -  N 162
 GZ0328  PID         -  GZ0328
 GZ0328  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0328  USGS QUAD   -  LIVINGSTON (1969)
 GZ0328
 GZ0328                         *CURRENT SURVEY CONTROL
 GZ0328  ___________________________________________________________________
 GZ0328* NAD 83(1986)-  37 22 04.     (N)    084 12 43.     (W)     SCALED    
 GZ0328* NAVD 88     -       279.934  (meters)     918.42   (feet)  ADJUSTED  
 GZ0328  ___________________________________________________________________
 GZ0328  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GZ0328  DYNAMIC HT  -         279.726 (meters)     917.73  (feet)  COMP
 GZ0328  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 GZ0328
 GZ0328  VERT ORDER  -  SECOND    CLASS 0
 GZ0328
 GZ0328.The horizontal coordinates were scaled from a topographic map and have
 GZ0328.an estimated accuracy of +/- 6 seconds.
 GZ0328
 GZ0328.The orthometric height was determined by differential leveling
 GZ0328.and adjusted by the National Geodetic Survey in June 1991..
 GZ0328
 GZ0328.The geoid height was determined by GEOID03.
 GZ0328
 GZ0328.The dynamic height is computed by dividing the NAVD 88
 GZ0328.geopotential number by the normal gravity value computed on the
 GZ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0328.degrees latitude (g = 980.6199 gals.).
 GZ0328
 GZ0328.The modeled gravity was interpolated from observed gravity values.
 GZ0328
 GZ0328;                    North         East    Units  Estimated Accuracy
 GZ0328;SPC KY1Z     - 1,115,930.    1,636,230.      MT  (+/- 180 meters Scaled)
 GZ0328
 GZ0328                          SUPERSEDED SURVEY CONTROL
 GZ0328
 GZ0328  NGVD 29 (??/??/92)  280.102  (m)          918.97   (f) ADJ UNCH    2 0
 GZ0328
 GZ0328.Superseded values are not recommended for survey control.
 GZ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0328.See file dsdata.txt to determine how the superseded data were derived.
 GZ0328
 GZ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG468393(NAD 83)
 GZ0328_MARKER: DB = BENCH MARK DISK
 GZ0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0328_SP_SET: BRIDGE
 GZ0328_STAMPING: N 162 1950 918.968
 GZ0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0328
 GZ0328  HISTORY     - Date     Condition        Report By
 GZ0328  HISTORY     - 1950     MONUMENTED       CGS
 GZ0328  HISTORY     - 1957     GOOD             NGS
 GZ0328
 GZ0328                          STATION DESCRIPTION
 GZ0328
 GZ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0328'5.5 MI E FROM BRUSH CREEK.
 GZ0328'ABOUT 5.5 MILES EAST ALONG A NEW ROAD LEADING TO GREAT SALTPETER
 GZ0328'CAVE FROM ORLANDO POST OFFICE AT BRUSH CREEK, SET IN THE TOP
 GZ0328'OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF CONCRETE
 GZ0328'BRIDGE OVER CROOKED CREEK, 1.2 FEET NORTHEAST OF THE CONCRETE
 GZ0328'BANISTER AND ABOUT LEVEL WITH ROAD.  (ROAD AND BRIDGE NOW UNDER
 GZ0328'CONSTRUCTION).
 GZ0328
 GZ0328                          STATION RECOVERY (1957)
 GZ0328
 GZ0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0343 ***********************************************************************
 GZ0343  DESIGNATION -  N 163
 GZ0343  PID         -  GZ0343
 GZ0343  STATE/COUNTY-  KY/JACKSON
 GZ0343  USGS QUAD   -  JOHNETTA (1987)
 GZ0343
 GZ0343                         *CURRENT SURVEY CONTROL
 GZ0343  ___________________________________________________________________
 GZ0343* NAD 83(1986)-  37 24 33.     (N)    084 09 49.     (W)     SCALED    
 GZ0343* NAVD 88     -       454.759  (meters)    1491.99   (feet)  ADJUSTED  
 GZ0343  ___________________________________________________________________
 GZ0343  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GZ0343  DYNAMIC HT  -         454.408 (meters)    1490.84  (feet)  COMP
 GZ0343  MODELED GRAV-     979,843.7   (mgal)                       NAVD 88
 GZ0343
 GZ0343  VERT ORDER  -  SECOND    CLASS 0
 GZ0343
 GZ0343.The horizontal coordinates were scaled from a topographic map and have
 GZ0343.an estimated accuracy of +/- 6 seconds.
 GZ0343
 GZ0343.The orthometric height was determined by differential leveling
 GZ0343.and adjusted by the National Geodetic Survey in June 1991..
 GZ0343
 GZ0343.The geoid height was determined by GEOID03.
 GZ0343
 GZ0343.The dynamic height is computed by dividing the NAVD 88
 GZ0343.geopotential number by the normal gravity value computed on the
 GZ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0343.degrees latitude (g = 980.6199 gals.).
 GZ0343
 GZ0343.The modeled gravity was interpolated from observed gravity values.
 GZ0343
 GZ0343;                    North         East    Units  Estimated Accuracy
 GZ0343;SPC KY1Z     - 1,120,590.    1,640,430.      MT  (+/- 180 meters Scaled)
 GZ0343
 GZ0343                          SUPERSEDED SURVEY CONTROL
 GZ0343
 GZ0343  NGVD 29 (??/??/92)  454.916  (m)         1492.50   (f) ADJ UNCH    2 0
 GZ0343
 GZ0343.Superseded values are not recommended for survey control.
 GZ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0343.See file dsdata.txt to determine how the superseded data were derived.
 GZ0343
 GZ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG510440(NAD 83)
 GZ0343_MARKER: DB = BENCH MARK DISK
 GZ0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0343_STAMPING: N 163 1950 1492.504
 GZ0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0343+STABILITY: SURFACE MOTION
 GZ0343
 GZ0343  HISTORY     - Date     Condition        Report By
 GZ0343  HISTORY     - 1950     MONUMENTED       CGS
 GZ0343  HISTORY     - 1957     GOOD             NGS
 GZ0343
 GZ0343                          STATION DESCRIPTION
 GZ0343
 GZ0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0343'5.2 MI SE FROM THREE LINKS.
 GZ0343'ABOUT 5.15 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING
 GZ0343'JACKSON-ROCKCASTLE COUNTY LINE FROM THE POST OFFICE AT THREE
 GZ0343'LINKS, ABOUT 0.45 MILE SOUTH OF THAD DREW SCHOOL, ABOUT 0.9
 GZ0343'MILE SOUTH OF JUNCTION OF GRAVEL ROAD EAST AND CONCRETE BLOCK
 GZ0343'STORE AND SERVICE STATION BUILDING, 25 FEET EAST OF THE CENTER
 GZ0343'LINE OF THE ROAD, 1 FOOT WEST OF BARN YARD FENCE LINE, 11 1/2
 GZ0343'FEET NORTH OF A FENCE CORNER, 16 FEET NORTH OF THE CENTER OF A
 GZ0343'WELL, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET
 GZ0343'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ0343'4 INCHES.
 GZ0343
 GZ0343                          STATION RECOVERY (1957)
 GZ0343
 GZ0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0366 ***********************************************************************
 GZ0366  DESIGNATION -  N 164
 GZ0366  PID         -  GZ0366
 GZ0366  STATE/COUNTY-  KY/JACKSON
 GZ0366  USGS QUAD   -  LIVINGSTON (1969)
 GZ0366
 GZ0366                         *CURRENT SURVEY CONTROL
 GZ0366  ___________________________________________________________________
 GZ0366* NAD 83(1986)-  37 19 49.     (N)    084 07 42.     (W)     SCALED    
 GZ0366* NAVD 88     -       274.882  (meters)     901.84   (feet)  ADJUSTED  
 GZ0366  ___________________________________________________________________
 GZ0366  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GZ0366  DYNAMIC HT  -         274.673 (meters)     901.16  (feet)  COMP
 GZ0366  MODELED GRAV-     979,862.4   (mgal)                       NAVD 88
 GZ0366
 GZ0366  VERT ORDER  -  SECOND    CLASS 0
 GZ0366
 GZ0366.The horizontal coordinates were scaled from a topographic map and have
 GZ0366.an estimated accuracy of +/- 6 seconds.
 GZ0366
 GZ0366.The orthometric height was determined by differential leveling
 GZ0366.and adjusted by the National Geodetic Survey in June 1991..
 GZ0366
 GZ0366.The geoid height was determined by GEOID03.
 GZ0366
 GZ0366.The dynamic height is computed by dividing the NAVD 88
 GZ0366.geopotential number by the normal gravity value computed on the
 GZ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0366.degrees latitude (g = 980.6199 gals.).
 GZ0366
 GZ0366.The modeled gravity was interpolated from observed gravity values.
 GZ0366
 GZ0366;                    North         East    Units  Estimated Accuracy
 GZ0366;SPC KY1Z     - 1,111,890.    1,643,710.      MT  (+/- 180 meters Scaled)
 GZ0366
 GZ0366                          SUPERSEDED SURVEY CONTROL
 GZ0366
 GZ0366  NGVD 29 (??/??/92)  275.042  (m)          902.37   (f) ADJ UNCH    2 0
 GZ0366
 GZ0366.Superseded values are not recommended for survey control.
 GZ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0366.See file dsdata.txt to determine how the superseded data were derived.
 GZ0366
 GZ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG544353(NAD 83)
 GZ0366_MARKER: DB = BENCH MARK DISK
 GZ0366_SETTING: 0 = UNSPECIFIED SETTING
 GZ0366_STAMPING: N 164 1950 902.367
 GZ0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0366
 GZ0366  HISTORY     - Date     Condition        Report By
 GZ0366  HISTORY     - 1950     MONUMENTED       CGS
 GZ0366  HISTORY     - 1957     GOOD             NGS
 GZ0366  HISTORY     - 20050426 MARK NOT FOUND   KYTC
 GZ0366
 GZ0366                          STATION DESCRIPTION
 GZ0366
 GZ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0366'8.9 MI N FROM VICTORY.
 GZ0366'ABOUT 4.95 MILES NORTHWEST ALONG U.S. HIGHWAY 25 FROM THE POST
 GZ0366'OFFICE AT VICTORY, THENCE ABOUT 3.95 MILES NORTHEAST ALONG A
 GZ0366'GRAVEL ROAD LEADING TO MC KEE, ABOUT 0.95 MILE NORTHEAST OF A
 GZ0366'22-FOOT BRIDGE OVER HORSE LICK CREEK, 17 FEET EAST OF THE
 GZ0366'CENTER LINE OF THE ROAD AND ON THE OUTSIDE OF A CURVE, 20 FEET
 GZ0366'NORTH OF A POWER POLE, 84 1/2 FEET SOUTH OF THE SOUTHEAST PORCH
 GZ0366'CORNER OF A HOUSE POST, ABOUT 1/2 FOOT BELOW THE ROAD AND SET IN
 GZ0366'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE OLD
 GZ0366'U.S. HIGHWAY 25 IS NOW STATE HIGHWAY 490.
 GZ0366
 GZ0366                          STATION RECOVERY (1957)
 GZ0366
 GZ0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0366'RECOVERED IN GOOD CONDITION.
 GZ0366
 GZ0366                          STATION RECOVERY (2005)
 GZ0366
 GZ0366'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2614 ***********************************************************************
 GY2614  DESIGNATION -  N 165
 GY2614  PID         -  GY2614
 GY2614  STATE/COUNTY-  KY/OWSLEY
 GY2614  USGS QUAD   -  STURGEON (1976)
 GY2614
 GY2614                         *CURRENT SURVEY CONTROL
 GY2614  ___________________________________________________________________
 GY2614* NAD 83(1986)-  37 24 47.     (N)    083 49 28.     (W)     SCALED    
 GY2614* NAVD 88     -       306.543  (meters)    1005.72   (feet)  ADJUSTED  
 GY2614  ___________________________________________________________________
 GY2614  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GY2614  DYNAMIC HT  -         306.304 (meters)    1004.93  (feet)  COMP
 GY2614  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 GY2614
 GY2614  VERT ORDER  -  SECOND    CLASS 0
 GY2614
 GY2614.The horizontal coordinates were scaled from a topographic map and have
 GY2614.an estimated accuracy of +/- 6 seconds.
 GY2614
 GY2614.The orthometric height was determined by differential leveling
 GY2614.and adjusted by the National Geodetic Survey in June 1991..
 GY2614
 GY2614.The geoid height was determined by GEOID03.
 GY2614
 GY2614.The dynamic height is computed by dividing the NAVD 88
 GY2614.geopotential number by the normal gravity value computed on the
 GY2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2614.degrees latitude (g = 980.6199 gals.).
 GY2614
 GY2614.The modeled gravity was interpolated from observed gravity values.
 GY2614
 GY2614;                    North         East    Units  Estimated Accuracy
 GY2614;SPC KY1Z     - 1,121,590.    1,670,440.      MT  (+/- 180 meters Scaled)
 GY2614
 GY2614                          SUPERSEDED SURVEY CONTROL
 GY2614
 GY2614  NGVD 29 (??/??/92)  306.703  (m)         1006.24   (f) ADJ UNCH    2 0
 GY2614
 GY2614.Superseded values are not recommended for survey control.
 GY2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2614.See file dsdata.txt to determine how the superseded data were derived.
 GY2614
 GY2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB500444(NAD 83)
 GY2614_MARKER: DB = BENCH MARK DISK
 GY2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2614_STAMPING: N 165 1950 1006.241
 GY2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2614+STABILITY: SURFACE MOTION
 GY2614
 GY2614  HISTORY     - Date     Condition        Report By
 GY2614  HISTORY     - 1950     MONUMENTED       CGS
 GY2614  HISTORY     - 1957     GOOD             NGS
 GY2614
 GY2614                          STATION DESCRIPTION
 GY2614
 GY2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2614'2.6 MI SW FROM STURGEON.
 GY2614'ABOUT 2.55 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE
 GY2614'JUNCTION OF A GRAVEL ROAD SOUTH AT STURGEON, AT THE JUNCTION OF
 GY2614'A SMALL ROAD LEADING WEST AND DOWNHILL, 137 FEET WEST OF THE
 GY2614'CENTER OF THE JUNCTION, 54 FEET NORTHWEST AND ACROSS DIM ROAD
 GY2614'FROM THE CENTER LINE OF THE HIGHWAY, 14 FEET NORTHWEST OF THE
 GY2614'CENTER LINE OF THE DIM ROAD WEST, 14 FEET NORTHEAST OF A
 GY2614'TRIANGULAR BLAZED 16-INCH OAK TREE, ABOUT 80 YARDS SOUTHWEST
 GY2614'OF THE CENTER OF THE NORTHWEST END OF A 30-INCH PIPE CULVERT
 GY2614'UNDER HIGHWAY, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 GY2614'ABOUT 5 1/2 FEET BELOW THE HIGHWAY, ABOUT LEVEL WITH DIM ROAD
 GY2614'WEST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GY2614
 GY2614                          STATION RECOVERY (1957)
 GY2614
 GY2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2552 ***********************************************************************
 GY2552  DESIGNATION -  N 166
 GY2552  PID         -  GY2552
 GY2552  STATE/COUNTY-  KY/JACKSON
 GY2552  USGS QUAD   -  MC KEE (1976)
 GY2552
 GY2552                         *CURRENT SURVEY CONTROL
 GY2552  ___________________________________________________________________
 GY2552* NAD 83(1986)-  37 28 23.     (N)    083 54 37.     (W)     SCALED    
 GY2552* NAVD 88     -       263.222  (meters)     863.59   (feet)  ADJUSTED  
 GY2552  ___________________________________________________________________
 GY2552  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY2552  DYNAMIC HT  -         263.017 (meters)     862.91  (feet)  COMP
 GY2552  MODELED GRAV-     979,842.7   (mgal)                       NAVD 88
 GY2552
 GY2552  VERT ORDER  -  SECOND    CLASS 0
 GY2552
 GY2552.The horizontal coordinates were scaled from a topographic map and have
 GY2552.an estimated accuracy of +/- 6 seconds.
 GY2552
 GY2552.The orthometric height was determined by differential leveling
 GY2552.and adjusted by the National Geodetic Survey in June 1991..
 GY2552
 GY2552.The geoid height was determined by GEOID03.
 GY2552
 GY2552.The dynamic height is computed by dividing the NAVD 88
 GY2552.geopotential number by the normal gravity value computed on the
 GY2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2552.degrees latitude (g = 980.6199 gals.).
 GY2552
 GY2552.The modeled gravity was interpolated from observed gravity values.
 GY2552
 GY2552;                    North         East    Units  Estimated Accuracy
 GY2552;SPC KY1Z     - 1,128,090.    1,662,720.      MT  (+/- 180 meters Scaled)
 GY2552
 GY2552                          SUPERSEDED SURVEY CONTROL
 GY2552
 GY2552  NGVD 29 (??/??/92)  263.378  (m)          864.10   (f) ADJ UNCH    2 0
 GY2552
 GY2552.Superseded values are not recommended for survey control.
 GY2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2552.See file dsdata.txt to determine how the superseded data were derived.
 GY2552
 GY2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB426513(NAD 83)
 GY2552_MARKER: DB = BENCH MARK DISK
 GY2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2552_STAMPING: N 166 1950 864.099
 GY2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2552+STABILITY: SURFACE MOTION
 GY2552
 GY2552  HISTORY     - Date     Condition        Report By
 GY2552  HISTORY     - 1950     MONUMENTED       CGS
 GY2552  HISTORY     - 1957     GOOD             NGS
 GY2552
 GY2552                          STATION DESCRIPTION
 GY2552
 GY2552'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2552'1.3 MI W FROM NEW ZION.
 GY2552'ABOUT 0.25 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GY2552'AT NEW ZION, THENCE ABOUT 0.35 MILE SOUTHWEST ALONG A DIRT ROAD
 GY2552'TO NEW ZION SCHOOL, THENCE ABOUT 0.6 MILE WEST AND DOWNHILL ALONG
 GY2552'TRAIL TO CROSSING OF WAR FORK, THENCE ABOUT 0.1 MILE SOUTH ALONG
 GY2552'TRAIL, ABOUT 0.9 MILE NORTH ALONG DIRT ROAD AND TRAIL FOLLOWING
 GY2552'WAR FORK FROM THE JUNCTION OF A FOREST SERVICE GRAVEL ROAD AND BRIDGE
 GY2552'OVER WAR FORK, ABOUT 0.35 MILE NORTH OF TURKEY FOOT CAMP, ABOUT 0.25
 GY2552'MILE NORTH OF CROSSING OF TRAIL AND WAR FORK, ABOUT 25 YARDS SOUTH
 GY2552'OF BREAK IN GRADE, 20 FEET EAST OF THE CENTER LINE OF TRAIL, BETWEEN
 GY2552'TRAIL AND WAR FORK, 4 1/2 FEET WEST OF A 4-INCH CEDAR TREE, 2 FEET
 GY2552'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRAIL AND
 GY2552'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GY2552
 GY2552                          STATION RECOVERY (1957)
 GY2552
 GY2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2583 ***********************************************************************
 GY2583  DESIGNATION -  N 167
 GY2583  PID         -  GY2583
 GY2583  STATE/COUNTY-  KY/OWSLEY
 GY2583  USGS QUAD   -  STURGEON (1976)
 GY2583
 GY2583                         *CURRENT SURVEY CONTROL
 GY2583  ___________________________________________________________________
 GY2583* NAD 83(1986)-  37 23 07.     (N)    083 47 17.     (W)     SCALED    
 GY2583* NAVD 88     -       297.685  (meters)     976.65   (feet)  ADJUSTED  
 GY2583  ___________________________________________________________________
 GY2583  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GY2583  DYNAMIC HT  -         297.453 (meters)     975.89  (feet)  COMP
 GY2583  MODELED GRAV-     979,843.4   (mgal)                       NAVD 88
 GY2583
 GY2583  VERT ORDER  -  SECOND    CLASS 0
 GY2583
 GY2583.The horizontal coordinates were scaled from a topographic map and have
 GY2583.an estimated accuracy of +/- 6 seconds.
 GY2583
 GY2583.The orthometric height was determined by differential leveling
 GY2583.and adjusted by the National Geodetic Survey in June 1991..
 GY2583
 GY2583.The geoid height was determined by GEOID03.
 GY2583
 GY2583.The dynamic height is computed by dividing the NAVD 88
 GY2583.geopotential number by the normal gravity value computed on the
 GY2583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2583.degrees latitude (g = 980.6199 gals.).
 GY2583
 GY2583.The modeled gravity was interpolated from observed gravity values.
 GY2583
 GY2583;                    North         East    Units  Estimated Accuracy
 GY2583;SPC KY1Z     - 1,118,580.    1,673,730.      MT  (+/- 180 meters Scaled)
 GY2583
 GY2583                          SUPERSEDED SURVEY CONTROL
 GY2583
 GY2583  NGVD 29 (??/??/92)  297.845  (m)          977.18   (f) ADJ UNCH    2 0
 GY2583
 GY2583.Superseded values are not recommended for survey control.
 GY2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2583.See file dsdata.txt to determine how the superseded data were derived.
 GY2583
 GY2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB531412(NAD 83)
 GY2583_MARKER: DB = BENCH MARK DISK
 GY2583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2583_SP_SET: CULVERT
 GY2583_STAMPING: N 167 1950 977.180
 GY2583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2583
 GY2583  HISTORY     - Date     Condition        Report By
 GY2583  HISTORY     - 1950     MONUMENTED       CGS
 GY2583  HISTORY     - 1957     GOOD             NGS
 GY2583
 GY2583                          STATION DESCRIPTION
 GY2583
 GY2583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2583'2.3 MI S FROM STURGEON.
 GY2583'2.3 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO ISLAND CITY FROM
 GY2583'THE POST OFFICE AT STURGEON, 1.85 MILES NORTH ALONG GRAVEL ROAD
 GY2583'FROM THE SCHOOL AT ISLAND CITY, ABOUT 50 YARDS NORTHEAST OF
 GY2583'FARM HOUSE, 105 FEET SOUTHEAST OF CENTER OF JUNCTION OF HIGHWAY
 GY2583'AND DRIVE TO HOUSE, 95.0 FEET EAST OF THE CENTER OF DRIVEWAY, 87
 GY2583'FEET EAST OF THE EAST END OF A CONCRETE PIPE CULVERT UNDER
 GY2583'DRIVEWAY, 60.5 FEET NORTH OF THE CENTER OF HIGHWAY, 2 FEET EAST
 GY2583'OF A WHITE WITNESS POST, ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2765 ***********************************************************************
 GY2765  DESIGNATION -  N 168
 GY2765  PID         -  GY2765
 GY2765  STATE/COUNTY-  KY/OWSLEY
 GY2765  USGS QUAD   -  ONEIDA (1979)
 GY2765
 GY2765                         *CURRENT SURVEY CONTROL
 GY2765  ___________________________________________________________________
 GY2765* NAD 83(1986)-  37 21 04.     (N)    083 37 40.     (W)     SCALED    
 GY2765* NAVD 88     -       232.734  (meters)     763.56   (feet)  ADJUSTED  
 GY2765  ___________________________________________________________________
 GY2765  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY2765  DYNAMIC HT  -         232.551 (meters)     762.96  (feet)  COMP
 GY2765  MODELED GRAV-     979,838.0   (mgal)                       NAVD 88
 GY2765
 GY2765  VERT ORDER  -  SECOND    CLASS 0
 GY2765
 GY2765.The horizontal coordinates were scaled from a topographic map and have
 GY2765.an estimated accuracy of +/- 6 seconds.
 GY2765
 GY2765.The orthometric height was determined by differential leveling
 GY2765.and adjusted by the National Geodetic Survey in June 1991..
 GY2765
 GY2765.The geoid height was determined by GEOID03.
 GY2765
 GY2765.The dynamic height is computed by dividing the NAVD 88
 GY2765.geopotential number by the normal gravity value computed on the
 GY2765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2765.degrees latitude (g = 980.6199 gals.).
 GY2765
 GY2765.The modeled gravity was interpolated from observed gravity values.
 GY2765
 GY2765;                    North         East    Units  Estimated Accuracy
 GY2765;SPC KY1Z     - 1,115,090.    1,688,000.      MT  (+/- 180 meters Scaled)
 GY2765
 GY2765                          SUPERSEDED SURVEY CONTROL
 GY2765
 GY2765  NGVD 29 (??/??/92)  232.897  (m)          764.10   (f) ADJ UNCH    2 0
 GY2765
 GY2765.Superseded values are not recommended for survey control.
 GY2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2765.See file dsdata.txt to determine how the superseded data were derived.
 GY2765
 GY2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB672370(NAD 83)
 GY2765_MARKER: DB = BENCH MARK DISK
 GY2765_SETTING: 80 = SET IN A BOULDER
 GY2765_SP_SET: BOULDER
 GY2765_STAMPING: N 168 1950 764.096
 GY2765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2765+STABILITY: SURFACE MOTION
 GY2765
 GY2765  HISTORY     - Date     Condition        Report By
 GY2765  HISTORY     - 1950     MONUMENTED       CGS
 GY2765  HISTORY     - 1957     GOOD             NGS
 GY2765
 GY2765                          STATION DESCRIPTION
 GY2765
 GY2765'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2765'5.2 MI NW FROM MISTLETOE.
 GY2765'ABOUT 5.2 MILES NORTHWEST ALONG A ROAD FOLLOWING BUFFALO CREEK
 GY2765'FROM THE POST OFFICE AT MISTLETOE, ABOUT 1.1 MILES SOUTHEAST OF
 GY2765'BEE BRANCH SCHOOL, ABOUT 0.5 MILE SOUTHEAST OF A STEEL BEAM
 GY2765'BRIDGE WITH STONE ABUTMENTS OVER LUCKY FORK, SET IN THE TOP AND
 GY2765'10 FEET NORTHEAST OF THE SOUTHWEST AND LOWER END OF A VERY
 GY2765'LARGE AND SLANTING BOULDER (ABOUT 40 BY 30 FEET), 33 1/2 FEET
 GY2765'NORTHEAST OF THE CENTER LINE OF THE ROAD, 15 1/2 FEET NORTH OF
 GY2765'THE CENTER LINE OF A TRAIL EAST AND ABOUT 5 1/2 FEET ABOVE THE
 GY2765'ROAD.  NOTE-- MARK MAY BE REACHED FROM THE SCHOOL AT LUCKY FORK
 GY2765'BY GOING ABOUT 4.55 MILES WEST ALONG A ROAD FOLLOWING LUCKY
 GY2765'FORK, THENCE ABOUT 1.1 MILES SOUTH AND SOUTHEAST ALONG A ROAD
 GY2765'LEADING TO MISTLETOE.
 GY2765
 GY2765                          STATION RECOVERY (1957)
 GY2765
 GY2765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0406 ***********************************************************************
 GD0406  DESIGNATION -  N 17
 GD0406  PID         -  GD0406
 GD0406  STATE/COUNTY-  KY/GRAVES
 GD0406  USGS QUAD   -  MAYFIELD (1994)
 GD0406
 GD0406                         *CURRENT SURVEY CONTROL
 GD0406  ___________________________________________________________________
 GD0406* NAD 83(1993)-  36 41 12.77926(N)    088 42 52.43431(W)     ADJUSTED  
 GD0406* NAVD 88     -       126.865  (meters)     416.22   (feet)  ADJUSTED  
 GD0406  ___________________________________________________________________
 GD0406  X           -     114,878.307 (meters)                     COMP
 GD0406  Y           -  -5,119,619.618 (meters)                     COMP
 GD0406  Z           -   3,789,644.161 (meters)                     COMP
 GD0406  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GD0406  ELLIP HEIGHT-          98.81  (meters)          (12/20/95) GPS OBS
 GD0406  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GD0406  DYNAMIC HT  -         126.767 (meters)     415.90  (feet)  COMP
 GD0406  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 GD0406
 GD0406  HORZ ORDER  -  THIRD
 GD0406  VERT ORDER  -  SECOND    CLASS 0
 GD0406  ELLP ORDER  -  FOURTH    CLASS I
 GD0406
 GD0406.The horizontal coordinates were established by GPS observations
 GD0406.and adjusted by the National Geodetic Survey in December 1995..
 GD0406
 GD0406.The orthometric height was determined by differential leveling
 GD0406.and adjusted by the National Geodetic Survey in June 1991..
 GD0406
 GD0406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0406
 GD0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0406
 GD0406.The ellipsoidal height was determined by GPS observations
 GD0406.and is referenced to NAD 83.
 GD0406
 GD0406.The geoid height was determined by GEOID03.
 GD0406
 GD0406.The dynamic height is computed by dividing the NAVD 88
 GD0406.geopotential number by the normal gravity value computed on the
 GD0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0406.degrees latitude (g = 980.6199 gals.).
 GD0406
 GD0406.The modeled gravity was interpolated from observed gravity values.
 GD0406
 GD0406;                    North         East     Units Scale Factor Converg.
 GD0406;SPC KY1Z     - 1,043,448.905 1,235,054.213   MT  1.00011842   -1 49 12.5
 GD0406;SPC KY1Z     - 3,423,381.95  4,052,007.03   sFT  1.00011842   -1 49 12.5
 GD0406;SPC KY S     -   543,391.629   235,082.184   MT  1.00000876   -1 47 52.4
 GD0406;SPC KY S     - 1,782,777.37    771,265.47   sFT  1.00000876   -1 47 52.4
 GD0406;UTM  16      - 4,061,507.797   346,814.876   MT  0.99988910   -1 01 28.4
 GD0406
 GD0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0406!SPC KY1Z     -   0.99998449  x   1.00011842  =   1.00010291
 GD0406!SPC KY S     -   0.99998449  x   1.00000876  =   0.99999325
 GD0406!UTM  16      -   0.99998449  x   0.99988910  =   0.99987359
 GD0406
 GD0406                          SUPERSEDED SURVEY CONTROL
 GD0406
 GD0406  NAD 83(1993)-  36 41 12.78852(N)    088 42 52.43810(W) AD(       ) 3
 GD0406  NAD 83(1986)-  36 41 12.79066(N)    088 42 52.43799(W) AD(       ) 3
 GD0406  NGVD 29 (??/??/??)  126.858  (m)          416.20   (f) ADJUSTED    2 0
 GD0406
 GD0406.Superseded values are not recommended for survey control.
 GD0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0406.See file dsdata.txt to determine how the superseded data were derived.
 GD0406
 GD0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF4681561508(NAD 83)
 GD0406_MARKER: DB = BENCH MARK DISK
 GD0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0406_SP_SET: CONCRETE POST
 GD0406_STAMPING: N 17 1933
 GD0406_MARK LOGO: CGS   
 GD0406_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0406+STABILITY: SURFACE MOTION
 GD0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0406+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 GD0406
 GD0406  HISTORY     - Date     Condition        Report By
 GD0406  HISTORY     - 1933     MONUMENTED       CGS
 GD0406  HISTORY     - 1972     GOOD             NGS
 GD0406  HISTORY     - 19890114 GOOD             NGS
 GD0406  HISTORY     - 20020819 GOOD             USACE
 GD0406
 GD0406                          STATION DESCRIPTION
 GD0406
 GD0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0406'AT PRYORS.
 GD0406'AT PRYORS, GRAVES COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 65
 GD0406'YARDS SOUTH OF THE STATION, ABOUT 1/4 MILE NORTH OF MILEPOST 254,
 GD0406'ACROSS THE TRACK FROM THE MAIL CRANE, AT A ROAD CROSSING, 13
 GD0406'YARDS EAST OF THE CENTERLINE OF THE MAIN TRACK, AND 10 YARDS
 GD0406'NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 GD0406'N 17 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- STEEL
 GD0406'POST AND SURVEY MARKER SIGN SET AT MONUMENT.  (NOTE-- THE NAME
 GD0406'OF VILLAGE IN BULLETIN SHOULD BE PRYORSBURG NOT PRYORS).
 GD0406
 GD0406                          STATION RECOVERY (1972)
 GD0406
 GD0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GD0406'RECOVERED IN GOOD CONDITION.
 GD0406
 GD0406                          STATION RECOVERY (1989)
 GD0406
 GD0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GD0406'THE STATION IS IN THE TOWN OF PRYORSBURG, SOUTHWEST OF STATE HIGHWAY
 GD0406'45, ABOUT 8.05 KM (5.00 MI) SOUTHWEST OF MAYFIELD AND EAST OF AN
 GD0406'ABANDONED RAILROAD GRADE ON A VACANT LOT.  OWNERSHIP--UNKNOWN.
 GD0406'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 AND STATE ROAD
 GD0406'1748 IN PRYORSBURG, DRIVE SOUTHEAST FOR 0.55 KM (0.35 MI) ON STATE
 GD0406'ROAD 1748, CROSSING OVER AN ABANDON RAILDOAD GRADE TO A VACANT LOT AND
 GD0406'THE STATION LEFT.  THE STATION IS IN THE SOUTHWEST CORNER OF THE
 GD0406'VACANT LOT.
 GD0406'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---N 17 1933---,
 GD0406'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GD0406'LOCATED 31.0 M (101.7 FT) NORTHWEST OF THE EDGE OF A GRAVEL ROAD, 11.8
 GD0406'M (38.7 FT) SOUTHEAST OF AN ABANDON RAILROAD GRADE, 7.4 M (24.3 FT)
 GD0406'NORTHEAST OF THE CENTERLINE OF STATE ROAD 1748 AND 0.3 M (1.0 FT)
 GD0406'SOUTH OF A METAL WITNESS POST AND A FIBERGLASS WITNESS POST.
 GD0406'DESCRIBED BY M.J. WELLSLAGER AND M.L. MCCREADY.
 GD0406
 GD0406                          STATION RECOVERY (2002)
 GD0406
 GD0406'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0406'VACENT LOT NOW HAS MOBILE HOME SURROUNDED BY CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2107 ***********************************************************************
 GY2107  DESIGNATION -  N 171
 GY2107  PID         -  GY2107
 GY2107  STATE/COUNTY-  KY/PERRY
 GY2107  USGS QUAD   -  HADDIX (1972)
 GY2107
 GY2107                         *CURRENT SURVEY CONTROL
 GY2107  ___________________________________________________________________
 GY2107* NAD 83(1986)-  37 23 31.     (N)    083 16 28.     (W)     SCALED    
 GY2107* NAVD 88     -       258.134  (meters)     846.89   (feet)  ADJUSTED  
 GY2107  ___________________________________________________________________
 GY2107  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY2107  DYNAMIC HT  -         257.936 (meters)     846.25  (feet)  COMP
 GY2107  MODELED GRAV-     979,856.3   (mgal)                       NAVD 88
 GY2107
 GY2107  VERT ORDER  -  SECOND    CLASS 0
 GY2107
 GY2107.The horizontal coordinates were scaled from a topographic map and have
 GY2107.an estimated accuracy of +/- 6 seconds.
 GY2107
 GY2107.The orthometric height was determined by differential leveling
 GY2107.and adjusted by the National Geodetic Survey in June 1991..
 GY2107
 GY2107.The geoid height was determined by GEOID03.
 GY2107
 GY2107.The dynamic height is computed by dividing the NAVD 88
 GY2107.geopotential number by the normal gravity value computed on the
 GY2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2107.degrees latitude (g = 980.6199 gals.).
 GY2107
 GY2107.The modeled gravity was interpolated from observed gravity values.
 GY2107
 GY2107;                    North         East    Units  Estimated Accuracy
 GY2107;SPC KY1Z     - 1,120,400.    1,719,180.      MT  (+/- 180 meters Scaled)
 GY2107
 GY2107                          SUPERSEDED SURVEY CONTROL
 GY2107
 GY2107  NGVD 29 (??/??/92)  258.304  (m)          847.45   (f) ADJ UNCH    2 0
 GY2107
 GY2107.Superseded values are not recommended for survey control.
 GY2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2107.See file dsdata.txt to determine how the superseded data were derived.
 GY2107
 GY2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB986407(NAD 83)
 GY2107_MARKER: DB = BENCH MARK DISK
 GY2107_SETTING: 66 = SET IN ROCK OUTCROP
 GY2107_SP_SET: ROCK OUTCROP
 GY2107_STAMPING: N 171 1950 847.452
 GY2107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2107+STABILITY: POSITION/ELEVATION WELL
 GY2107
 GY2107  HISTORY     - Date     Condition        Report By
 GY2107  HISTORY     - 1950     MONUMENTED       CGS
 GY2107  HISTORY     - 1956     GOOD             NGS
 GY2107  HISTORY     - 1972     MARK NOT FOUND   USGS
 GY2107
 GY2107                          STATION DESCRIPTION
 GY2107
 GY2107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY2107'7.8 MI NE FROM CHAVIES.
 GY2107'3.85 MILES EAST ALONG STATE HIGHWAY 28 FROM THE EAST END OF
 GY2107'BRIDGE OVER NORTH FORK OF KENTUCKY AT CHAVIES, THENCE 3.9 MILES
 GY2107'NORTHEAST ALONG A GRAVEL ROAD FOLLOWING TENMILE CREEK, 0.35
 GY2107'MILE NORTH OF JUNCTION OF A CREEK ROAD SOUTHEAST AND SCHOOL,
 GY2107'ABOUT 0.6 MILE SOUTHWEST ALONG TENMILE CREEK ROAD FROM JUNCTION
 GY2107'OF LOST CREEK ROAD, 100 YARDS SOUTHEAST OF A SMALL CREEK SOUTHWEST,
 GY2107'43 FEET SOUTHWEST OF CENTER OF ROAD, 68 FEET SOUTHWEST OF CENTER
 GY2107'OF CREEK BED, IN THE TOP OF CONE SHAPED EXPOSED PART OF A
 GY2107'PARTLY BURIED OUTCROP OF ROCK, 26 1/2 FEET SOUTHWEST OF A WIRE
 GY2107'FENCE, AND ABOUT 8 FEET ABOVE ROAD.  OUTCROP IS EXPOSED ABOUT
 GY2107'4 FEET AND COMES TO A POINT FROM A 6 FOOT BASE.
 GY2107
 GY2107                          STATION RECOVERY (1972)
 GY2107
 GY2107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GY2107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2124 ***********************************************************************
 GY2124  DESIGNATION -  N 172
 GY2124  PID         -  GY2124
 GY2124  STATE/COUNTY-  KY/LESLIE
 GY2124  USGS QUAD   -  BUCKHORN (1979)
 GY2124
 GY2124                         *CURRENT SURVEY CONTROL
 GY2124  ___________________________________________________________________
 GY2124* NAD 83(1986)-  37 15 34.     (N)    083 22 46.     (W)     SCALED    
 GY2124* NAVD 88     -       249.698  (meters)     819.22   (feet)  ADJUSTED  
 GY2124  ___________________________________________________________________
 GY2124  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GY2124  DYNAMIC HT  -         249.502 (meters)     818.57  (feet)  COMP
 GY2124  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 GY2124
 GY2124  VERT ORDER  -  SECOND    CLASS 0
 GY2124
 GY2124.The horizontal coordinates were scaled from a topographic map and have
 GY2124.an estimated accuracy of +/- 6 seconds.
 GY2124
 GY2124.The orthometric height was determined by differential leveling
 GY2124.and adjusted by the National Geodetic Survey in June 1991..
 GY2124
 GY2124.The geoid height was determined by GEOID03.
 GY2124
 GY2124.The dynamic height is computed by dividing the NAVD 88
 GY2124.geopotential number by the normal gravity value computed on the
 GY2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2124.degrees latitude (g = 980.6199 gals.).
 GY2124
 GY2124.The modeled gravity was interpolated from observed gravity values.
 GY2124
 GY2124;                    North         East    Units  Estimated Accuracy
 GY2124;SPC KY1Z     - 1,105,450.    1,710,260.      MT  (+/- 180 meters Scaled)
 GY2124
 GY2124                          SUPERSEDED SURVEY CONTROL
 GY2124
 GY2124  NGVD 29 (??/??/92)  249.868  (m)          819.78   (f) ADJ UNCH    2 0
 GY2124
 GY2124.Superseded values are not recommended for survey control.
 GY2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2124.See file dsdata.txt to determine how the superseded data were derived.
 GY2124
 GY2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB889263(NAD 83)
 GY2124_MARKER: DB = BENCH MARK DISK
 GY2124_SETTING: 66 = SET IN ROCK OUTCROP
 GY2124_SP_SET: ROCK CUT
 GY2124_STAMPING: N 172 1950 819.775
 GY2124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2124+STABILITY: POSITION/ELEVATION WELL
 GY2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2124+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1996
 GY2124
 GY2124  HISTORY     - Date     Condition        Report By
 GY2124  HISTORY     - 1950     MONUMENTED       CGS
 GY2124  HISTORY     - 1957     GOOD             NGS
 GY2124  HISTORY     - 19960612 GOOD             KYDT
 GY2124  HISTORY     - 19960626 GOOD             KYDT
 GY2124
 GY2124                          STATION DESCRIPTION
 GY2124
 GY2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2124'10 MI N FROM HYDEN.
 GY2124'ABOUT 10.05 MILES NORTH ALONG STATE HIGHWAY 257 FROM THE COURT
 GY2124'HOUSE AT HYDEN, ABOUT 0.9 MILE SOUTH OF THE MOUTH OF WILDER
 GY2124'BRANCH, SET VERTICALLY IN THE NEARLY VERTICAL FACE OF BOTTOM
 GY2124'LAYER OF ROCK IN A ROCK CUT, 173 FEET SOUTHEAST OF THE SOUTHEAST
 GY2124'END OF A TRIANGLE SHAPED HEAD WALL OF A 14-INCH PIPE CULVERT,
 GY2124'82 1/2 FEET NORTHWEST OF THE NORTHWEST END OF CONCRETE HEAD WALL
 GY2124'OF A 14-INCH PIPE CULVERT, 18 FEET SOUTHWEST OF THE CENTER LINE
 GY2124'OF THE HIGHWAY AND ABOUT 2 1/2 FEET ABOVE THE HIGHWAY.  NOTE-- MARK
 GY2124'IS ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 257 FROM THE POST
 GY2124'OFFICE AT CONFLUENCE, LESLIE COUNTY.
 GY2124
 GY2124                          STATION RECOVERY (1957)
 GY2124
 GY2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2124'RECOVERED IN GOOD CONDITION.
 GY2124
 GY2124                          STATION RECOVERY (1996)
 GY2124
 GY2124'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2124'MARK IS 70 FEET SOUTHEAST OF A NO PASSING ZONE SIGN AND POST.
 GY2124
 GY2124                          STATION RECOVERY (1996)
 GY2124
 GY2124'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2124'ABOUT 3.55 MILES NORTH ALONG KY 257 FROM DANIEL BOONE PARKWAY
 GY2124'OVERPASS, 70 FEET SOUTHEAST OF NO PASSING ZONE SIGN AND POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2395 ***********************************************************************
 GY2395  DESIGNATION -  N 173
 GY2395  PID         -  GY2395
 GY2395  STATE/COUNTY-  KY/PERRY
 GY2395  USGS QUAD   -  BUCKHORN (1979)
 GY2395
 GY2395                         *CURRENT SURVEY CONTROL
 GY2395  ___________________________________________________________________
 GY2395* NAD 83(1986)-  37 19 36.     (N)    083 25 41.     (W)     SCALED    
 GY2395* NAVD 88     -       245.904  (meters)     806.77   (feet)  ADJUSTED  
 GY2395  ___________________________________________________________________
 GY2395  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY2395  DYNAMIC HT  -         245.710 (meters)     806.13  (feet)  COMP
 GY2395  MODELED GRAV-     979,836.9   (mgal)                       NAVD 88
 GY2395
 GY2395  VERT ORDER  -  SECOND    CLASS 0
 GY2395
 GY2395.The horizontal coordinates were scaled from a topographic map and have
 GY2395.an estimated accuracy of +/- 6 seconds.
 GY2395
 GY2395.The orthometric height was determined by differential leveling
 GY2395.and adjusted by the National Geodetic Survey in June 1991..
 GY2395
 GY2395.The geoid height was determined by GEOID03.
 GY2395
 GY2395.The dynamic height is computed by dividing the NAVD 88
 GY2395.geopotential number by the normal gravity value computed on the
 GY2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2395.degrees latitude (g = 980.6199 gals.).
 GY2395
 GY2395.The modeled gravity was interpolated from observed gravity values.
 GY2395
 GY2395;                    North         East    Units  Estimated Accuracy
 GY2395;SPC KY1Z     - 1,112,800.    1,705,760.      MT  (+/- 180 meters Scaled)
 GY2395
 GY2395                          SUPERSEDED SURVEY CONTROL
 GY2395
 GY2395  NGVD 29 (??/??/92)  246.07   (m)          807.3    (f) COMPUTED    2 0
 GY2395
 GY2395.Superseded values are not recommended for survey control.
 GY2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2395.See file dsdata.txt to determine how the superseded data were derived.
 GY2395
 GY2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB848338(NAD 83)
 GY2395_MARKER: DB = BENCH MARK DISK
 GY2395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY2395_SP_SET: CULVERT
 GY2395_STAMPING: N 173 1950 807.318
 GY2395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY2395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY2395+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1996
 GY2395
 GY2395  HISTORY     - Date     Condition        Report By
 GY2395  HISTORY     - 1950     MONUMENTED       CGS
 GY2395  HISTORY     - 1957     GOOD             NGS
 GY2395  HISTORY     - 19960625 GOOD             KYDT
 GY2395
 GY2395                          STATION DESCRIPTION
 GY2395
 GY2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2395'6.2 MI W FROM CHAVIES.
 GY2395'ABOUT 6.25 MILES WEST ALONG STATE HIGHWAY 28 FROM THE LOUISVILLE
 GY2395'AND NASHVILLE RAILROAD STATION AT CHAVIES, ABOUT 0.2 MILE WEST
 GY2395'OF GAYS CREEK SCHOOL, ABOUT 0.5 MILE EAST OF A SMALL CONCRETE
 GY2395'BRIDGE OVER FEB CREEK, SET IN THE TOP OF THE WEST END OF THE
 GY2395'NORTH HEAD WALL OF A 12-FOOT CONCRETE CULVERT FOR A CREEK BRANCH,
 GY2395'14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET EAST
 GY2395'OF THE WEST END OF HEAD WALL AND ABOUT LEVEL WITH THE HIGHWAY.
 GY2395
 GY2395                          STATION RECOVERY (1957)
 GY2395
 GY2395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2395'RECOVERED IN GOOD CONDITION.
 GY2395
 GY2395                          STATION RECOVERY (1996)
 GY2395
 GY2395'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY2395'ABOUT 4.5 MILES WEST ALONG KY 28 FROM BRIDGE OVER NORTH FORK OF
 GY2395'KENTUCKY RIVER AT CHAVIES, THENCE 1.7 MILES WEST ALONG KY 1893, THENCE
 GY2395'0.2 MILE WEST ALONG KY 2027 TO MARK ON RIGHT.
 GY2395' 
 GY2395' 
 GY2395' 
 GY2395' 
 GY2395' 
 GY2395' 
 GY2395' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1940 ***********************************************************************
 GY1940  DESIGNATION -  N 174
 GY1940  PID         -  GY1940
 GY1940  STATE/COUNTY-  KY/PERRY
 GY1940  USGS QUAD   -  KRYPTON (1972)
 GY1940
 GY1940                         *CURRENT SURVEY CONTROL
 GY1940  ___________________________________________________________________
 GY1940* NAD 83(1986)-  37 18 49.     (N)    083 20 17.     (W)     SCALED    
 GY1940* NAVD 88     -       247.197  (meters)     811.01   (feet)  ADJUSTED  
 GY1940  ___________________________________________________________________
 GY1940  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GY1940  DYNAMIC HT  -         247.007 (meters)     810.39  (feet)  COMP
 GY1940  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 GY1940
 GY1940  VERT ORDER  -  FIRST     CLASS I
 GY1940
 GY1940.The horizontal coordinates were scaled from a topographic map and have
 GY1940.an estimated accuracy of +/- 6 seconds.
 GY1940
 GY1940.The orthometric height was determined by differential leveling
 GY1940.and adjusted by the National Geodetic Survey in June 1991..
 GY1940.WARNING-Repeat measurements at this control monument indicate possible
 GY1940.vertical movement.
 GY1940
 GY1940.The geoid height was determined by GEOID03.
 GY1940
 GY1940.The dynamic height is computed by dividing the NAVD 88
 GY1940.geopotential number by the normal gravity value computed on the
 GY1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1940.degrees latitude (g = 980.6199 gals.).
 GY1940
 GY1940.The modeled gravity was interpolated from observed gravity values.
 GY1940
 GY1940;                    North         East    Units  Estimated Accuracy
 GY1940;SPC KY1Z     - 1,111,560.    1,713,770.      MT  (+/- 180 meters Scaled)
 GY1940
 GY1940                          SUPERSEDED SURVEY CONTROL
 GY1940
 GY1940  NGVD 29 (??/??/92)  247.373  (m)          811.59   (f) ADJ UNCH    1 1
 GY1940
 GY1940.Superseded values are not recommended for survey control.
 GY1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1940.See file dsdata.txt to determine how the superseded data were derived.
 GY1940
 GY1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB928322(NAD 83)
 GY1940_MARKER: DB = BENCH MARK DISK
 GY1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1940_STAMPING: N 174 1950 811.570
 GY1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1940+STABILITY: SURFACE MOTION
 GY1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY1940+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 GY1940
 GY1940  HISTORY     - Date     Condition        Report By
 GY1940  HISTORY     - 1950     MONUMENTED       CGS
 GY1940  HISTORY     - 1967     GOOD             NGS
 GY1940  HISTORY     - 19960410 GOOD             KYDT
 GY1940  HISTORY     - 19960624 GOOD             KYDT
 GY1940
 GY1940                          STATION DESCRIPTION
 GY1940
 GY1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GY1940'4 MI S FROM CHAVIES.
 GY1940'ABOUT 3.95 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE
 GY1940'RAILROAD FROM DUFFS GENERAL STORE AT CHAVIES, AT THE SMALL
 GY1940'COMMUNITY OF KRYPTON, 110 YARDS WEST OF MILEPOST 227, 57 FEET
 GY1940'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 144 FEET SOUTH OF THE
 GY1940'SOUTHEAST CORNER OF A FRAME SCHOOL BUILDING, 84 FEET SOUTHWEST
 GY1940'OF THE KRYPTON BIBLE CENTER, 4 FEET SOUTH OF A 24-INCH SILVER
 GY1940'MAPLE TREE, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND
 GY1940'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 GY1940
 GY1940                          STATION RECOVERY (1996)
 GY1940
 GY1940'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1940'MARK IS 81.8 FEET SOUTH OF HOUSE AT FORMER SCHOOL SITE, 6.2 FEET NORTH
 GY1940'OF A GUYED POWER POLE, 4 FEET SOUTH OF TREE STUMP WITH BRICK FLOWER
 GY1940'BED ON NORTH SIDE AND FLUSH WITH GROUND.
 GY1940
 GY1940                          STATION RECOVERY (1996)
 GY1940
 GY1940'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GY1940'HOUSE NOW AT LOCATION OF SCHOOL BUILDING, 81.8 FEET SOUTH OF SOUTHEAST
 GY1940'CORNER OF HOUSE, KRYPTON BIBLE CENTER NOW BRETHEREN CHURCH, 6.2 FEET
 GY1940'NORTH OF GUYED POWER POLE WITH LINE TO HOUSE, 4 FEET SOUTH OF TREE
 GY1940'STUMP WITH BRICK FLOWER BED AND MARK IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1928 ***********************************************************************
 GY1928  DESIGNATION -  N 175
 GY1928  PID         -  GY1928
 GY1928  STATE/COUNTY-  KY/BREATHITT
 GY1928  USGS QUAD   -  CANOE (1976)
 GY1928
 GY1928                         *CURRENT SURVEY CONTROL
 GY1928  ___________________________________________________________________
 GY1928* NAD 83(1986)-  37 22 42.     (N)    083 22 36.     (W)     SCALED    
 GY1928* NAVD 88     -       241.107  (meters)     791.03   (feet)  ADJUSTED  
 GY1928  ___________________________________________________________________
 GY1928  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY1928  DYNAMIC HT  -         240.920 (meters)     790.42  (feet)  COMP
 GY1928  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 GY1928
 GY1928  VERT ORDER  -  FIRST     CLASS I
 GY1928
 GY1928.The horizontal coordinates were scaled from a topographic map and have
 GY1928.an estimated accuracy of +/- 6 seconds.
 GY1928
 GY1928.The orthometric height was determined by differential leveling
 GY1928.and adjusted by the National Geodetic Survey in June 1991..
 GY1928.WARNING-Repeat measurements at this control monument indicate possible
 GY1928.vertical movement.
 GY1928
 GY1928.The geoid height was determined by GEOID03.
 GY1928
 GY1928.The dynamic height is computed by dividing the NAVD 88
 GY1928.geopotential number by the normal gravity value computed on the
 GY1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY1928.degrees latitude (g = 980.6199 gals.).
 GY1928
 GY1928.The modeled gravity was interpolated from observed gravity values.
 GY1928
 GY1928;                    North         East    Units  Estimated Accuracy
 GY1928;SPC KY1Z     - 1,118,650.    1,710,170.      MT  (+/- 180 meters Scaled)
 GY1928
 GY1928                          SUPERSEDED SURVEY CONTROL
 GY1928
 GY1928  NGVD 29 (??/??/92)  241.267  (m)          791.56   (f) ADJ UNCH    1 1
 GY1928
 GY1928.Superseded values are not recommended for survey control.
 GY1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1928.See file dsdata.txt to determine how the superseded data were derived.
 GY1928
 GY1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB895394(NAD 83)
 GY1928_MARKER: DB = BENCH MARK DISK
 GY1928_SETTING: 66 = SET IN ROCK OUTCROP
 GY1928_SP_SET: ROCK CUT
 GY1928_STAMPING: N 175 1950
 GY1928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY1928+STABILITY: POSITION/ELEVATION WELL
 GY1928
 GY1928  HISTORY     - Date     Condition        Report By
 GY1928  HISTORY     - 1950     MONUMENTED       CGS
 GY1928  HISTORY     - 1957     GOOD             NGS
 GY1928
 GY1928                          STATION DESCRIPTION
 GY1928
 GY1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY1928'0.4 MI S FROM ALTRO.
 GY1928'ABOUT 0.4 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GY1928'FROM THE STATION AT ALTRO, ABOUT 0.15 MILE SOUTH OF MILE POST
 GY1928'219, 117 YARDS SOUTH OF A PRIVATE FIELD ROAD CROSSING, SET
 GY1928'VERTICALLY IN THE VERTICAL FACE OF A ROCK CUT, 34 YARDS SOUTH OF
 GY1928'THE NORTH END OF ROCKY PORTION OF CUT, 11 FEET WEST OF THE WEST
 GY1928'RAIL OF THE WEST TRACK AND ABOUT 3 FEET ABOVE THE TRACK.
 GY1928
 GY1928                          STATION RECOVERY (1957)
 GY1928
 GY1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY1928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY1929 ***********************************************************************
 GY1929  DESIGNATION -  N 175 RESET
 GY1929  PID         -  GY1929
 GY1929  STATE/COUNTY-  KY/BREATHITT
 GY1929  USGS QUAD   -  CANOE (1976)
 GY1929
 GY1929                         *CURRENT SURVEY CONTROL
 GY1929  ___________________________________________________________________
 GY1929* NAD 83(1986)-  37 22 42.     (N)    083 22 36.     (W)     SCALED    
 GY1929* NAVD 88     -       240.71   (+/-2cm)     789.7    (feet)  VERTCON   
 GY1929  ___________________________________________________________________
 GY1929  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY1929
 GY1929  VERT ORDER  -  THIRD (See Below)
 GY1929
 GY1929.The horizontal coordinates were scaled from a topographic map and have
 GY1929.an estimated accuracy of +/- 6 seconds.
 GY1929
 GY1929.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY1929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY1929.The vertical order pertains to the NGVD 29 superseded value.
 GY1929
 GY1929.The geoid height was determined by GEOID03.
 GY1929
 GY1929;                    North         East    Units  Estimated Accuracy
 GY1929;SPC KY1Z     - 1,118,650.    1,710,170.      MT  (+/- 180 meters Scaled)
 GY1929
 GY1929                          SUPERSEDED SURVEY CONTROL
 GY1929
 GY1929  NGVD 29 (??/??/??)  240.87   (m)          790.3    (f) RESET       3  
 GY1929
 GY1929.Superseded values are not recommended for survey control.
 GY1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY1929.See file dsdata.txt to determine how the superseded data were derived.
 GY1929
 GY1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB895394(NAD 83)
 GY1929_MARKER: DB = BENCH MARK DISK
 GY1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY1929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY1929_STAMPING: N 175 RESET 1974
 GY1929_MARK LOGO: NGS   
 GY1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY1929+STABILITY: SURFACE MOTION
 GY1929
 GY1929  HISTORY     - Date     Condition        Report By
 GY1929  HISTORY     - 1974     MONUMENTED       NGS
 GY1929
 GY1929                          STATION DESCRIPTION
 GY1929
 GY1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GY1929'0.4 MI S FROM ALTRO.
 GY1929'0.4 MILE SOUTH ALONG THE L AND N RAILROAD FROM THE POST OFFICE AT
 GY1929'ALTRO, 3 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT NORTH OF A METAL
 GY1929'WITNESS POST, 21 FEET EAST OF THE EAST RAIL, ABOUT 100 FEET SOUTH
 GY1929'OF THE NORTH END OF A ROCK CUT, ABOUT 50 FEET NORTH OF A SWINGING
 GY1929'BRIDGE, AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 GY1929'4 INCHES.  NOTE-- ORIGINAL MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0981 ***********************************************************************
 GZ0981  DESIGNATION -  N 176
 GZ0981  PID         -  GZ0981
 GZ0981  STATE/COUNTY-  KY/LINCOLN
 GZ0981  USGS QUAD   -  CRAB ORCHARD (1952)
 GZ0981
 GZ0981                         *CURRENT SURVEY CONTROL
 GZ0981  ___________________________________________________________________
 GZ0981* NAD 83(1986)-  37 23 01.     (N)    084 32 37.     (W)     SCALED    
 GZ0981* NAVD 88     -       392.308  (meters)    1287.10   (feet)  ADJUSTED  
 GZ0981  ___________________________________________________________________
 GZ0981  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GZ0981  DYNAMIC HT  -         392.004 (meters)    1286.10  (feet)  COMP
 GZ0981  MODELED GRAV-     979,841.7   (mgal)                       NAVD 88
 GZ0981
 GZ0981  VERT ORDER  -  SECOND    CLASS 0
 GZ0981
 GZ0981.The horizontal coordinates were scaled from a topographic map and have
 GZ0981.an estimated accuracy of +/- 6 seconds.
 GZ0981
 GZ0981.The orthometric height was determined by differential leveling
 GZ0981.and adjusted by the National Geodetic Survey in June 1991..
 GZ0981
 GZ0981.The geoid height was determined by GEOID03.
 GZ0981
 GZ0981.The dynamic height is computed by dividing the NAVD 88
 GZ0981.geopotential number by the normal gravity value computed on the
 GZ0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0981.degrees latitude (g = 980.6199 gals.).
 GZ0981
 GZ0981.The modeled gravity was interpolated from observed gravity values.
 GZ0981
 GZ0981;                    North         East    Units  Estimated Accuracy
 GZ0981;SPC KY1Z     - 1,117,250.    1,606,830.      MT  (+/- 180 meters Scaled)
 GZ0981
 GZ0981                          SUPERSEDED SURVEY CONTROL
 GZ0981
 GZ0981  NGVD 29 (??/??/92)  392.450  (m)         1287.56   (f) ADJ UNCH    2 0
 GZ0981
 GZ0981.Superseded values are not recommended for survey control.
 GZ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0981.See file dsdata.txt to determine how the superseded data were derived.
 GZ0981
 GZ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG174402(NAD 83)
 GZ0981_MARKER: DB = BENCH MARK DISK
 GZ0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0981_STAMPING: N 176 1950 1287.563
 GZ0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0981+STABILITY: SURFACE MOTION
 GZ0981
 GZ0981  HISTORY     - Date     Condition        Report By
 GZ0981  HISTORY     - 1950     MONUMENTED       CGS
 GZ0981  HISTORY     - 1958     GOOD             NGS
 GZ0981
 GZ0981                          STATION DESCRIPTION
 GZ0981
 GZ0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0981'AT BROUGHTENTOWN.
 GZ0981'AT BROUGHTENTOWN, ABOUT 0.1 MILE NORTH ALONG A GRAVEL ROAD FROM
 GZ0981'THE SCHOOL, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A ROAD EAST,
 GZ0981'AT THE JUNCTION OF A ROAD EAST, 124 FEET SOUTH OF SOUTHEAST
 GZ0981'CORNER OF HARNESS STORE BUILDING, 72 FEET SOUTHWEST OF THE CENTER
 GZ0981'OF THE JUNCTION, 63 FEET WEST OF THE CENTER LINE OF THE ROAD, 23
 GZ0981'FEET SOUTH OF THE SOUTHWEST CORNER OF A GARAGE, 14 FEET NORTH OF
 GZ0981'THE CENTER LINE OF A DRIVE WEST TO A BARN, 1 1/2 FEET EAST OF A
 GZ0981'FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ0981'3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ0981'PROJECTING 4 INCHES.
 GZ0981
 GZ0981                          STATION RECOVERY (1958)
 GZ0981
 GZ0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1061 ***********************************************************************
 GZ1061  DESIGNATION -  N 177
 GZ1061  PID         -  GZ1061
 GZ1061  STATE/COUNTY-  KY/PULASKI
 GZ1061  USGS QUAD   -  WOODSTOCK (1979)
 GZ1061
 GZ1061                         *CURRENT SURVEY CONTROL
 GZ1061  ___________________________________________________________________
 GZ1061* NAD 83(1986)-  37 16 25.     (N)    084 30 43.     (W)     SCALED    
 GZ1061* NAVD 88     -       330.462  (meters)    1084.19   (feet)  ADJUSTED  
 GZ1061  ___________________________________________________________________
 GZ1061  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GZ1061  DYNAMIC HT  -         330.211 (meters)    1083.37  (feet)  COMP
 GZ1061  MODELED GRAV-     979,860.8   (mgal)                       NAVD 88
 GZ1061
 GZ1061  VERT ORDER  -  SECOND    CLASS 0
 GZ1061
 GZ1061.The horizontal coordinates were scaled from a topographic map and have
 GZ1061.an estimated accuracy of +/- 6 seconds.
 GZ1061
 GZ1061.The orthometric height was determined by differential leveling
 GZ1061.and adjusted by the National Geodetic Survey in June 1991..
 GZ1061
 GZ1061.The geoid height was determined by GEOID03.
 GZ1061
 GZ1061.The dynamic height is computed by dividing the NAVD 88
 GZ1061.geopotential number by the normal gravity value computed on the
 GZ1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1061.degrees latitude (g = 980.6199 gals.).
 GZ1061
 GZ1061.The modeled gravity was interpolated from observed gravity values.
 GZ1061
 GZ1061;                    North         East    Units  Estimated Accuracy
 GZ1061;SPC KY1Z     - 1,105,080.    1,609,800.      MT  (+/- 180 meters Scaled)
 GZ1061
 GZ1061                          SUPERSEDED SURVEY CONTROL
 GZ1061
 GZ1061  NGVD 29 (??/??/92)  330.618  (m)         1084.70   (f) ADJ UNCH    2 0
 GZ1061
 GZ1061.Superseded values are not recommended for survey control.
 GZ1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1061.See file dsdata.txt to determine how the superseded data were derived.
 GZ1061
 GZ1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG206281(NAD 83)
 GZ1061_MARKER: DB = BENCH MARK DISK
 GZ1061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1061_SP_SET: CULVERT
 GZ1061_STAMPING: N 177 1950 1084.703
 GZ1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1061
 GZ1061  HISTORY     - Date     Condition        Report By
 GZ1061  HISTORY     - 1950     MONUMENTED       CGS
 GZ1061  HISTORY     - 1958     GOOD             NGS
 GZ1061  HISTORY     - 1984     GOOD             KYDT
 GZ1061
 GZ1061                          STATION DESCRIPTION
 GZ1061
 GZ1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1061'0.9 MI N FROM WOODSTOCK.
 GZ1061'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 39 FROM THE CROSSROADS
 GZ1061'AT WOODSTOCK, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A ROAD
 GZ1061'WEST, ABOUT 0.15 MILE SOUTH OF A CROSSROAD, SET IN THE TOP OF THE
 GZ1061'SOUTH END OF THE EAST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT,
 GZ1061'226 FEET SOUTH OF THE SOUTHWEST CORNER OF AN OLD STORE BUILDING,
 GZ1061'16 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 GZ1061'3 1/2 FEET BELOW THE HIGHWAY.
 GZ1061
 GZ1061                          STATION RECOVERY (1958)
 GZ1061
 GZ1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1061'RECOVERED IN GOOD CONDITION.
 GZ1061
 GZ1061                          STATION RECOVERY (1984)
 GZ1061
 GZ1061'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0430 ***********************************************************************
 GZ0430  DESIGNATION -  N 178
 GZ0430  PID         -  GZ0430
 GZ0430  STATE/COUNTY-  KY/PULASKI
 GZ0430  USGS QUAD   -  MARETBURG (1979)
 GZ0430
 GZ0430                         *CURRENT SURVEY CONTROL
 GZ0430  ___________________________________________________________________
 GZ0430* NAD 83(1986)-  37 17 30.     (N)    084 29 18.     (W)     SCALED    
 GZ0430* NAVD 88     -       349.080  (meters)    1145.27   (feet)  ADJUSTED  
 GZ0430  ___________________________________________________________________
 GZ0430  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GZ0430  DYNAMIC HT  -         348.816 (meters)    1144.41  (feet)  COMP
 GZ0430  MODELED GRAV-     979,862.0   (mgal)                       NAVD 88
 GZ0430
 GZ0430  VERT ORDER  -  SECOND    CLASS 0
 GZ0430
 GZ0430.The horizontal coordinates were scaled from a topographic map and have
 GZ0430.an estimated accuracy of +/- 6 seconds.
 GZ0430
 GZ0430.The orthometric height was determined by differential leveling
 GZ0430.and adjusted by the National Geodetic Survey in June 1991..
 GZ0430
 GZ0430.The geoid height was determined by GEOID03.
 GZ0430
 GZ0430.The dynamic height is computed by dividing the NAVD 88
 GZ0430.geopotential number by the normal gravity value computed on the
 GZ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0430.degrees latitude (g = 980.6199 gals.).
 GZ0430
 GZ0430.The modeled gravity was interpolated from observed gravity values.
 GZ0430
 GZ0430;                    North         East    Units  Estimated Accuracy
 GZ0430;SPC KY1Z     - 1,107,120.    1,611,860.      MT  (+/- 180 meters Scaled)
 GZ0430
 GZ0430                          SUPERSEDED SURVEY CONTROL
 GZ0430
 GZ0430  NGVD 29 (??/??/92)  349.238  (m)         1145.79   (f) ADJ UNCH    2 0
 GZ0430
 GZ0430.Superseded values are not recommended for survey control.
 GZ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0430.See file dsdata.txt to determine how the superseded data were derived.
 GZ0430
 GZ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG226301(NAD 83)
 GZ0430_MARKER: DB = BENCH MARK DISK
 GZ0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0430_STAMPING: N 17 8 1950 1145.792
 GZ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0430+STABILITY: SURFACE MOTION
 GZ0430
 GZ0430  HISTORY     - Date     Condition        Report By
 GZ0430  HISTORY     - 1950     MONUMENTED       CGS
 GZ0430  HISTORY     - 1958     POOR             NGS
 GZ0430
 GZ0430                          STATION DESCRIPTION
 GZ0430
 GZ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0430'0.8 MI NE FROM BANDY.
 GZ0430'ABOUT 0.85 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE
 GZ0430'CROSSROADS AT BANDY, ABOUT 0.2 MILE EAST OF A SCHOOL, AT
 GZ0430'THE RESIDENCE OF DALLAS CARTER, 48 1/2 FEET NORTHEAST OF THE
 GZ0430'NORTHEAST CORNER OF THE HOUSE, 36 FEET SOUTH OF THE CENTER
 GZ0430'LINE OF A DRIVE WAY, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2
 GZ0430'FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 GZ0430'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GZ0430'NOTE-- THE MARK IS MUTILATED BUT SOLID.
 GZ0430
 GZ0430                          STATION RECOVERY (1958)
 GZ0430
 GZ0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0430'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0394 ***********************************************************************
 GZ0394  DESIGNATION -  N 179
 GZ0394  PID         -  GZ0394
 GZ0394  STATE/COUNTY-  KY/ROCKCASTLE
 GZ0394  USGS QUAD   -  BILLOWS (1987)
 GZ0394
 GZ0394                         *CURRENT SURVEY CONTROL
 GZ0394  ___________________________________________________________________
 GZ0394* NAD 83(1986)-  37 13 45.     (N)    084 18 48.     (W)     SCALED    
 GZ0394* NAVD 88     -       403.482  (meters)    1323.76   (feet)  ADJUSTED  
 GZ0394  ___________________________________________________________________
 GZ0394  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GZ0394  DYNAMIC HT  -         403.176 (meters)    1322.75  (feet)  COMP
 GZ0394  MODELED GRAV-     979,859.9   (mgal)                       NAVD 88
 GZ0394
 GZ0394  VERT ORDER  -  SECOND    CLASS 0
 GZ0394
 GZ0394.The horizontal coordinates were scaled from a topographic map and have
 GZ0394.an estimated accuracy of +/- 6 seconds.
 GZ0394
 GZ0394.The orthometric height was determined by differential leveling
 GZ0394.and adjusted by the National Geodetic Survey in June 1991..
 GZ0394
 GZ0394.The geoid height was determined by GEOID03.
 GZ0394
 GZ0394.The dynamic height is computed by dividing the NAVD 88
 GZ0394.geopotential number by the normal gravity value computed on the
 GZ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0394.degrees latitude (g = 980.6199 gals.).
 GZ0394
 GZ0394.The modeled gravity was interpolated from observed gravity values.
 GZ0394
 GZ0394;                    North         East    Units  Estimated Accuracy
 GZ0394;SPC KY1Z     - 1,100,410.    1,627,490.      MT  (+/- 180 meters Scaled)
 GZ0394
 GZ0394                          SUPERSEDED SURVEY CONTROL
 GZ0394
 GZ0394  NGVD 29 (??/??/92)  403.649  (m)         1324.31   (f) ADJ UNCH    2 0
 GZ0394
 GZ0394.Superseded values are not recommended for survey control.
 GZ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0394.See file dsdata.txt to determine how the superseded data were derived.
 GZ0394
 GZ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG383236(NAD 83)
 GZ0394_MARKER: DB = BENCH MARK DISK
 GZ0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0394_STAMPING: N 179 1950 1324.305
 GZ0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0394+STABILITY: SURFACE MOTION
 GZ0394
 GZ0394  HISTORY     - Date     Condition        Report By
 GZ0394  HISTORY     - 1950     MONUMENTED       CGS
 GZ0394  HISTORY     - 1958     GOOD             NGS
 GZ0394
 GZ0394                          STATION DESCRIPTION
 GZ0394
 GZ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0394'1 MI NE FROM PONGO.
 GZ0394'ABOUT 1.0 MILE NORTHEAST ALONG A DIRT ROAD FROM THE ROAD JUNCTION
 GZ0394'AT PONGO, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GZ0394'EAST AND SOUTH, ABOUT 0.4 MILE NORTHEAST OF FARM HOUSE BELONGING
 GZ0394'TO KERMIT FRENCH, ABOUT 0.2 MILE SOUTH WEST OF FARM HOUSE
 GZ0394'BELONGING TO RAYMOND RAY, ABOUT 50 YARDS NORTHEAST OF THE
 GZ0394'NORTHEAST CORNER OF A CLEARING NORTHWEST OF ROAD, 26 FEET
 GZ0394'NORTHWEST OF THE CENTER LINE OF THE ROAD, 14 1/2 FEET NORTH OF
 GZ0394'A TRIANGULAR BLAZED 12-ICH OAK TREE, 10 FEET SOUTHWEST OF A
 GZ0394'TRIANGULAR BLAZED 14-INCH OAK TREE, 1 1/2 FEET SOUTHWEST OF A
 GZ0394'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 GZ0394'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GZ0394
 GZ0394                          STATION RECOVERY (1958)
 GZ0394
 GZ0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 HB0260 ***********************************************************************
 HB0260  DESIGNATION -  N 18
 HB0260  PID         -  HB0260
 HB0260  STATE/COUNTY-  KY/MARSHALL
 HB0260  USGS QUAD   -  LITTLE CYPRESS (1982)
 HB0260
 HB0260                         *CURRENT SURVEY CONTROL
 HB0260  ___________________________________________________________________
 HB0260* NAD 83(1986)-  37 01 04.     (N)    088 26 33.     (W)     SCALED    
 HB0260* NAVD 88     -       103.820  (meters)     340.62   (feet)  ADJUSTED  
 HB0260  ___________________________________________________________________
 HB0260  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 HB0260  DYNAMIC HT  -         103.742 (meters)     340.36  (feet)  COMP
 HB0260  MODELED GRAV-     979,886.9   (mgal)                       NAVD 88
 HB0260
 HB0260  VERT ORDER  -  FIRST     CLASS I
 HB0260
 HB0260.The horizontal coordinates were scaled from a topographic map and have
 HB0260.an estimated accuracy of +/- 6 seconds.
 HB0260
 HB0260.The orthometric height was determined by differential leveling
 HB0260.and adjusted by the National Geodetic Survey in June 1991..
 HB0260.WARNING-Repeat measurements at this control monument indicate possible
 HB0260.vertical movement.
 HB0260
 HB0260.The geoid height was determined by GEOID03.
 HB0260
 HB0260.The dynamic height is computed by dividing the NAVD 88
 HB0260.geopotential number by the normal gravity value computed on the
 HB0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0260.degrees latitude (g = 980.6199 gals.).
 HB0260
 HB0260.The modeled gravity was interpolated from observed gravity values.
 HB0260
 HB0260;                    North         East    Units  Estimated Accuracy
 HB0260;SPC KY1Z     - 1,079,420.    1,260,420.      MT  (+/- 180 meters Scaled)
 HB0260
 HB0260                          SUPERSEDED SURVEY CONTROL
 HB0260
 HB0260  NGVD 29 (??/??/??)  103.862  (m)          340.75   (f) ADJUSTED    1 1
 HB0260
 HB0260.Superseded values are not recommended for survey control.
 HB0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0260.See file dsdata.txt to determine how the superseded data were derived.
 HB0260
 HB0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF716978(NAD 83)
 HB0260_MARKER: DB = BENCH MARK DISK
 HB0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0260_SP_SET: ABUTMENT
 HB0260_STAMPING: N 18 1933
 HB0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0260+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2002
 HB0260
 HB0260  HISTORY     - Date     Condition        Report By
 HB0260  HISTORY     - 1933     MONUMENTED       CGS
 HB0260  HISTORY     - 1968     GOOD             CGS
 HB0260  HISTORY     - 1971     GOOD             NGS
 HB0260  HISTORY     - 20020319 GOOD             USACE
 HB0260
 HB0260                          STATION DESCRIPTION
 HB0260
 HB0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0260'0.1 MI E FROM LITTLE CYPRESS.
 HB0260'ABOUT 0.1 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0260'CROSSING OF THE RAILROAD AND THE GRAVELED ROAD AT LITTLE CYPRESS,
 HB0260'SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 HB0260'ABUTMENT OF RAILROAD BRIDGE NUMBER J214.5 OVER LITTLE CYPRESS
 HB0260'CREEK, 1.0 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF THE ABUTMENT,
 HB0260'14 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK,
 HB0260'AND ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK.
 HB0260
 HB0260                          STATION RECOVERY (1971)
 HB0260
 HB0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HB0260'RECOVERED IN GOOD CONDITION.
 HB0260
 HB0260                          STATION RECOVERY (2002)
 HB0260
 HB0260'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1070 ***********************************************************************
 GZ1070  DESIGNATION -  N 180
 GZ1070  PID         -  GZ1070
 GZ1070  STATE/COUNTY-  KY/PULASKI
 GZ1070  USGS QUAD   -  BOBTOWN (1987)
 GZ1070
 GZ1070                         *CURRENT SURVEY CONTROL
 GZ1070  ___________________________________________________________________
 GZ1070* NAD 83(1986)-  37 10 20.     (N)    084 37 21.     (W)     SCALED    
 GZ1070* NAVD 88     -       326.628  (meters)    1071.61   (feet)  ADJUSTED  
 GZ1070  ___________________________________________________________________
 GZ1070  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GZ1070  DYNAMIC HT  -         326.374 (meters)    1070.78  (feet)  COMP
 GZ1070  MODELED GRAV-     979,841.2   (mgal)                       NAVD 88
 GZ1070
 GZ1070  VERT ORDER  -  SECOND    CLASS 0
 GZ1070
 GZ1070.The horizontal coordinates were scaled from a topographic map and have
 GZ1070.an estimated accuracy of +/- 6 seconds.
 GZ1070
 GZ1070.The orthometric height was determined by differential leveling
 GZ1070.and adjusted by the National Geodetic Survey in June 1991..
 GZ1070
 GZ1070.The geoid height was determined by GEOID03.
 GZ1070
 GZ1070.The dynamic height is computed by dividing the NAVD 88
 GZ1070.geopotential number by the normal gravity value computed on the
 GZ1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1070.degrees latitude (g = 980.6199 gals.).
 GZ1070
 GZ1070.The modeled gravity was interpolated from observed gravity values.
 GZ1070
 GZ1070;                    North         East    Units  Estimated Accuracy
 GZ1070;SPC KY1Z     - 1,093,710.    1,600,130.      MT  (+/- 180 meters Scaled)
 GZ1070
 GZ1070                          SUPERSEDED SURVEY CONTROL
 GZ1070
 GZ1070  NGVD 29 (??/??/92)  326.774  (m)         1072.09   (f) ADJ UNCH    2 0
 GZ1070
 GZ1070.Superseded values are not recommended for survey control.
 GZ1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1070.See file dsdata.txt to determine how the superseded data were derived.
 GZ1070
 GZ1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG110166(NAD 83)
 GZ1070_MARKER: DB = BENCH MARK DISK
 GZ1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1070_SP_SET: CONCRETE POST
 GZ1070_STAMPING: N 180 1950 1072.091
 GZ1070_MARK LOGO: CGS   
 GZ1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1070+STABILITY: SURFACE MOTION
 GZ1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1070+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 GZ1070
 GZ1070  HISTORY     - Date     Condition        Report By
 GZ1070  HISTORY     - 1950     MONUMENTED       CGS
 GZ1070  HISTORY     - 1958     GOOD             NGS
 GZ1070  HISTORY     - 1984     GOOD             KYDT
 GZ1070  HISTORY     - 1984     GOOD             NGS
 GZ1070  HISTORY     - 20050509 GOOD             KYDT
 GZ1070  HISTORY     - 20050509 GOOD             KYDT
 GZ1070
 GZ1070                          STATION DESCRIPTION
 GZ1070
 GZ1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ1070'0.8 MI E FROM SCIENCE HILL.
 GZ1070'ABOUT 0.75 MILE EAST ALONG A ROAD FROM THE SOUTHERN RAILWAY
 GZ1070'STATION AT SCIENCE HILL, AT A SMALL WHITE FRAME HOUSE, ON THE
 GZ1070'OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS EXTENDING EAST AND
 GZ1070'NORTHWEST, 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 22
 GZ1070'FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE, 12 FEET SOUTH
 GZ1070'OF A POWER POLE, 5 FEET NORTHEAST OF A LONE 12-INCH MULBERRY
 GZ1070'TREE, 7 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GZ1070'3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1070'PROJECTING 2 INCHES.
 GZ1070
 GZ1070                          STATION RECOVERY (1958)
 GZ1070
 GZ1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1070'RECOVERED IN GOOD CONDITION.
 GZ1070
 GZ1070                          STATION RECOVERY (1984)
 GZ1070
 GZ1070'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1070'RECOVERED IN GOOD CONDITION.
 GZ1070
 GZ1070                          STATION RECOVERY (1984)
 GZ1070
 GZ1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GZ1070'RECOVERED IN GOOD CONDITION AS DESCRIBED, NOT LEVELED TO AT THIS TIME.
 GZ1070
 GZ1070                          STATION RECOVERY (2005)
 GZ1070
 GZ1070'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1070'MARK IS ON KY 635 AT A BLUE AND WHITE HOUSE, 13 FEET SOUTHWEST OF
 GZ1070'CENTER OF CONCRETE DRIVE TO HOUSE, 7 FEET SOUTH OF A POWER POLE, 3
 GZ1070'FEET SOUTHWEST OF WITNESS POST.
 GZ1070
 GZ1070                          STATION RECOVERY (2005)
 GZ1070
 GZ1070'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1070'MARK IS ABOUT 0.2 MILE EAST ALONG KY 635 FROM JUNCTION OF US 27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0294 ***********************************************************************
 GZ0294  DESIGNATION -  N 181
 GZ0294  PID         -  GZ0294
 GZ0294  STATE/COUNTY-  KY/LAUREL
 GZ0294  USGS QUAD   -  LONDON (1969)
 GZ0294
 GZ0294                         *CURRENT SURVEY CONTROL
 GZ0294  ___________________________________________________________________
 GZ0294* NAD 83(1986)-  37 14 49.     (N)    084 02 50.     (W)     SCALED    
 GZ0294* NAVD 88     -       361.722  (meters)    1186.75   (feet)  ADJUSTED  
 GZ0294  ___________________________________________________________________
 GZ0294  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GZ0294  DYNAMIC HT  -         361.440 (meters)    1185.82  (feet)  COMP
 GZ0294  MODELED GRAV-     979,840.6   (mgal)                       NAVD 88
 GZ0294
 GZ0294  VERT ORDER  -  SECOND    CLASS 0
 GZ0294
 GZ0294.The horizontal coordinates were scaled from a topographic map and have
 GZ0294.an estimated accuracy of +/- 6 seconds.
 GZ0294
 GZ0294.The orthometric height was determined by differential leveling
 GZ0294.and adjusted by the National Geodetic Survey in June 1991..
 GZ0294
 GZ0294.The geoid height was determined by GEOID03.
 GZ0294
 GZ0294.The dynamic height is computed by dividing the NAVD 88
 GZ0294.geopotential number by the normal gravity value computed on the
 GZ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0294.degrees latitude (g = 980.6199 gals.).
 GZ0294
 GZ0294.The modeled gravity was interpolated from observed gravity values.
 GZ0294
 GZ0294;                    North         East    Units  Estimated Accuracy
 GZ0294;SPC KY1Z     - 1,102,770.    1,651,060.      MT  (+/- 180 meters Scaled)
 GZ0294
 GZ0294                          SUPERSEDED SURVEY CONTROL
 GZ0294
 GZ0294  NGVD 29 (??/??/92)  361.881  (m)         1187.27   (f) ADJ UNCH    2 0
 GZ0294
 GZ0294.Superseded values are not recommended for survey control.
 GZ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0294.See file dsdata.txt to determine how the superseded data were derived.
 GZ0294
 GZ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG619263(NAD 83)
 GZ0294_MARKER: DB = BENCH MARK DISK
 GZ0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0294_STAMPING: N 181 1950 1187.271
 GZ0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0294+STABILITY: SURFACE MOTION
 GZ0294
 GZ0294  HISTORY     - Date     Condition        Report By
 GZ0294  HISTORY     - 1950     MONUMENTED       CGS
 GZ0294  HISTORY     - 1957     GOOD             NGS
 GZ0294
 GZ0294                          STATION DESCRIPTION
 GZ0294
 GZ0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0294'1 MI NW FROM GREENMOUNT.
 GZ0294'ABOUT 1.0 MILE NORTHWEST ALONG A DIRT ROAD FROM THE JUNCTION
 GZ0294'OF STATE HIGHWAYS 30 AND 585 AT GREENMOUNT, ABOUT 0.4 MILE
 GZ0294'NORTHWEST OF THE CROSSING OF A POLE POWER TRANSMISSION LINE,
 GZ0294'ABOUT 0.1 MILE NORTHWEST OF A DIM ROAD SOUTHWEST, ABOUT 0.55
 GZ0294'MILE SOUTHEAST OF JUNCTION OF A GRAVEL ROAD AND A CEMETERY,
 GZ0294'AT A 1-STORY WHITE FRAME HOUSE, 51 FEET WEST OF THE CENTER OF
 GZ0294'A DRILLED WELL, 42 FEET WEST OF THE WEST CORNER OF HOUSE,
 GZ0294'32 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 15 FEET
 GZ0294'NORTHEAST OF WEST CORNER OF LAWN, 1 1/2 FEET SOUTHWEST OF A
 GZ0294'WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE ROAD AND SET
 GZ0294'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0294
 GZ0294                          STATION RECOVERY (1957)
 GZ0294
 GZ0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0247 ***********************************************************************
 GZ0247  DESIGNATION -  N 183
 GZ0247  PID         -  GZ0247
 GZ0247  STATE/COUNTY-  KY/LAUREL
 GZ0247  USGS QUAD   -  LONDON (1969)
 GZ0247
 GZ0247                         *CURRENT SURVEY CONTROL
 GZ0247  ___________________________________________________________________
 GZ0247* NAD 83(1986)-  37 08 50.     (N)    084 05 23.     (W)     SCALED    
 GZ0247* NAVD 88     -       365.253  (meters)    1198.33   (feet)  ADJUSTED  
 GZ0247  ___________________________________________________________________
 GZ0247  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GZ0247  DYNAMIC HT  -         364.965 (meters)    1197.39  (feet)  COMP
 GZ0247  MODELED GRAV-     979,829.8   (mgal)                       NAVD 88
 GZ0247
 GZ0247  VERT ORDER  -  SECOND    CLASS 0
 GZ0247
 GZ0247.The horizontal coordinates were scaled from a topographic map and have
 GZ0247.an estimated accuracy of +/- 6 seconds.
 GZ0247
 GZ0247.The orthometric height was determined by differential leveling
 GZ0247.and adjusted by the National Geodetic Survey in June 1991..
 GZ0247
 GZ0247.The geoid height was determined by GEOID03.
 GZ0247
 GZ0247.The dynamic height is computed by dividing the NAVD 88
 GZ0247.geopotential number by the normal gravity value computed on the
 GZ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0247.degrees latitude (g = 980.6199 gals.).
 GZ0247
 GZ0247.The modeled gravity was interpolated from observed gravity values.
 GZ0247
 GZ0247;                    North         East    Units  Estimated Accuracy
 GZ0247;SPC KY1Z     - 1,091,640.    1,647,490.      MT  (+/- 180 meters Scaled)
 GZ0247
 GZ0247                          SUPERSEDED SURVEY CONTROL
 GZ0247
 GZ0247  NGVD 29 (??/??/92)  365.405  (m)         1198.83   (f) ADJ UNCH    2 0
 GZ0247
 GZ0247.Superseded values are not recommended for survey control.
 GZ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0247.See file dsdata.txt to determine how the superseded data were derived.
 GZ0247
 GZ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG584151(NAD 83)
 GZ0247_MARKER: DB = BENCH MARK DISK
 GZ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0247_STAMPING: N 183 1950 1198.833
 GZ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0247+STABILITY: SURFACE MOTION
 GZ0247
 GZ0247  HISTORY     - Date     Condition        Report By
 GZ0247  HISTORY     - 1950     MONUMENTED       CGS
 GZ0247  HISTORY     - 1958     POOR             NGS
 GZ0247
 GZ0247                          STATION DESCRIPTION
 GZ0247
 GZ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0247'1.4 MI NW FROM LONDON.
 GZ0247'ABOUT 1.45 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GZ0247'RAILROAD FROM THE STATION AT LONDON, ABOUT 0.25 MILE NORTHWEST
 GZ0247'OF A WOODEN OVERPASS OF A ROAD OVER TRACKS, ABOUT 75 YARDS
 GZ0247'SOUTHEAST OF A POINT WHERE A ROAD TURNS NORTH AWAY FROM TRACK
 GZ0247'AND PARALLELS THE TRACK SOUTHEAST, 90 FEET WEST AND ACROSS ROAD
 GZ0247'FROM WEST CORNER OF A SMALL TAR PAPER COVERED FRAME HOUSE, 47
 GZ0247'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK,
 GZ0247'44 FEET SOUTHWEST AND ACROSS ROAD FROM A POWER POLE WITH
 GZ0247'TRANSFORMER, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 GZ0247'8 FEET NORTHEAST OF A TELEPHONE POLE, 1 1/2 FEET NORTHWEST OF A
 GZ0247'WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE TRACK AND SET
 GZ0247'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- THE
 GZ0247'MARK IS MUTILATED BUT SOLID.
 GZ0247
 GZ0247                          STATION RECOVERY (1958)
 GZ0247
 GZ0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0247'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0305 ***********************************************************************
 GZ0305  DESIGNATION -  N 184
 GZ0305  PID         -  GZ0305
 GZ0305  STATE/COUNTY-  KY/JACKSON
 GZ0305  USGS QUAD   -  PARROT (1976)
 GZ0305
 GZ0305                         *CURRENT SURVEY CONTROL
 GZ0305  ___________________________________________________________________
 GZ0305* NAD 83(1986)-  37 19 56.     (N)    084 01 20.     (W)     SCALED    
 GZ0305* NAVD 88     -       396.189  (meters)    1299.83   (feet)  ADJUSTED  
 GZ0305  ___________________________________________________________________
 GZ0305  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GZ0305  DYNAMIC HT  -         395.873 (meters)    1298.79  (feet)  COMP
 GZ0305  MODELED GRAV-     979,822.0   (mgal)                       NAVD 88
 GZ0305
 GZ0305  VERT ORDER  -  SECOND    CLASS 0
 GZ0305
 GZ0305.The horizontal coordinates were scaled from a topographic map and have
 GZ0305.an estimated accuracy of +/- 6 seconds.
 GZ0305
 GZ0305.The orthometric height was determined by differential leveling
 GZ0305.and adjusted by the National Geodetic Survey in June 1991..
 GZ0305
 GZ0305.The geoid height was determined by GEOID03.
 GZ0305
 GZ0305.The dynamic height is computed by dividing the NAVD 88
 GZ0305.geopotential number by the normal gravity value computed on the
 GZ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0305.degrees latitude (g = 980.6199 gals.).
 GZ0305
 GZ0305.The modeled gravity was interpolated from observed gravity values.
 GZ0305
 GZ0305;                    North         East    Units  Estimated Accuracy
 GZ0305;SPC KY1Z     - 1,112,280.    1,653,100.      MT  (+/- 180 meters Scaled)
 GZ0305
 GZ0305                          SUPERSEDED SURVEY CONTROL
 GZ0305
 GZ0305  NGVD 29 (??/??/92)  396.342  (m)         1300.33   (f) ADJ UNCH    2 0
 GZ0305
 GZ0305.Superseded values are not recommended for survey control.
 GZ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0305.See file dsdata.txt to determine how the superseded data were derived.
 GZ0305
 GZ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG638358(NAD 83)
 GZ0305_MARKER: DB = BENCH MARK DISK
 GZ0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0305_STAMPING: N 184 1950 1300.332
 GZ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0305+STABILITY: SURFACE MOTION
 GZ0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ0305+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 GZ0305
 GZ0305  HISTORY     - Date     Condition        Report By
 GZ0305  HISTORY     - 1950     MONUMENTED       CGS
 GZ0305  HISTORY     - 1957     GOOD             NGS
 GZ0305  HISTORY     - 20050425 GOOD             KYTC
 GZ0305
 GZ0305                          STATION DESCRIPTION
 GZ0305
 GZ0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0305'3.1 MI SE FROM PARROT.
 GZ0305'ABOUT 3.1 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GZ0305'AT PARROT, ABOUT 0.35 MILE SOUTHEAST OF SEVEN PINE SCHOOL,
 GZ0305'ABOUT 0.5 MILE SOUTHEAST OF A CEMETERY, AT AN ABANDONED FRAME
 GZ0305'HOUSE, 36 FEET WEST OF THE WEST CORNER OF HOUSE, 27 FEET
 GZ0305'NORTHEAST OF THE CENTER LINE OF THE ROAD, 8 1/2 FEET NORTHEAST
 GZ0305'OF A FENCE CORNER, 5 FEET WEST OF A 16-INCH OAK TREE, 1 1/2
 GZ0305'FEET SOUTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE
 GZ0305'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN
 GZ0305'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0305
 GZ0305                          STATION RECOVERY (1957)
 GZ0305
 GZ0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GZ0305'RECOVERED IN GOOD CONDITION.
 GZ0305
 GZ0305                          STATION RECOVERY (2005)
 GZ0305
 GZ0305'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2671 ***********************************************************************
 GY2671  DESIGNATION -  N 185
 GY2671  PID         -  GY2671
 GY2671  STATE/COUNTY-  KY/CLAY
 GY2671  USGS QUAD   -  PORTERSBURG (1979)
 GY2671
 GY2671                         *CURRENT SURVEY CONTROL
 GY2671  ___________________________________________________________________
 GY2671* NAD 83(1986)-  37 13 01.     (N)    083 53 35.     (W)     SCALED    
 GY2671* NAVD 88     -       335.426  (meters)    1100.48   (feet)  ADJUSTED  
 GY2671  ___________________________________________________________________
 GY2671  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GY2671  DYNAMIC HT  -         335.161 (meters)    1099.61  (feet)  COMP
 GY2671  MODELED GRAV-     979,830.3   (mgal)                       NAVD 88
 GY2671
 GY2671  VERT ORDER  -  SECOND    CLASS 0
 GY2671
 GY2671.The horizontal coordinates were scaled from a topographic map and have
 GY2671.an estimated accuracy of +/- 6 seconds.
 GY2671
 GY2671.The orthometric height was determined by differential leveling
 GY2671.and adjusted by the National Geodetic Survey in June 1991..
 GY2671
 GY2671.The geoid height was determined by GEOID03.
 GY2671
 GY2671.The dynamic height is computed by dividing the NAVD 88
 GY2671.geopotential number by the normal gravity value computed on the
 GY2671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2671.degrees latitude (g = 980.6199 gals.).
 GY2671
 GY2671.The modeled gravity was interpolated from observed gravity values.
 GY2671
 GY2671;                    North         East    Units  Estimated Accuracy
 GY2671;SPC KY1Z     - 1,099,710.    1,664,800.      MT  (+/- 180 meters Scaled)
 GY2671
 GY2671                          SUPERSEDED SURVEY CONTROL
 GY2671
 GY2671  NGVD 29 (??/??/92)  335.583  (m)         1100.99   (f) ADJ UNCH    2 0
 GY2671
 GY2671.Superseded values are not recommended for survey control.
 GY2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2671.See file dsdata.txt to determine how the superseded data were derived.
 GY2671
 GY2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB432228(NAD 83)
 GY2671_MARKER: DB = BENCH MARK DISK
 GY2671_SETTING: 66 = SET IN ROCK OUTCROP
 GY2671_SP_SET: ROCK OUTCROP
 GY2671_STAMPING: N 185 1950 1100.992
 GY2671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2671+STABILITY: POSITION/ELEVATION WELL
 GY2671
 GY2671  HISTORY     - Date     Condition        Report By
 GY2671  HISTORY     - 1950     MONUMENTED       CGS
 GY2671  HISTORY     - 1957     POOR             NGS
 GY2671  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2671
 GY2671                          STATION DESCRIPTION
 GY2671
 GY2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2671'0.6 MI SE FROM FOGERTOWN.
 GY2671'ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 472 FROM THE POST OFFICE
 GY2671'AT FOGERTOWN, THENCE ABOUT 0.15 MILE SOUTHEAST ALONG A DIM
 GY2671'ROAD, AT A DRIVE NORTHEAST TO A BARN, SET IN THE TOP OF AN
 GY2671'OUTCROP OF SANDSTONE, 140 FEET SOUTHEAST OF THE SOUTHEAST END
 GY2671'OF A POLE BRIDGE OVER A SMALL CREEK, 81 1/2 FEET WEST OF THE
 GY2671'WEST CORNER OF BARN, 22 FEET NORTHEAST OF THE CENTER LINE OF THE
 GY2671'ROAD, 6 FEET NORTHWEST OF THE CENTER OF DRIVE, 5 FEET SOUTHWEST OF
 GY2671'A FENCE LINE AND ABOUT 1 1/2 FEET ABOVE THE ROAD.
 GY2671
 GY2671                          STATION RECOVERY (1957)
 GY2671
 GY2671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2671'MARK RECOVERED IN POOR CONDITION.
 GY2671
 GY2671                          STATION RECOVERY (1977)
 GY2671
 GY2671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2778 ***********************************************************************
 GY2778  DESIGNATION -  N 186
 GY2778  PID         -  GY2778
 GY2778  STATE/COUNTY-  KY/CLAY
 GY2778  USGS QUAD   -  ONEIDA (1979)
 GY2778
 GY2778                         *CURRENT SURVEY CONTROL
 GY2778  ___________________________________________________________________
 GY2778* NAD 83(1986)-  37 17 22.     (N)    083 42 15.     (W)     SCALED    
 GY2778* NAVD 88     -       274.718  (meters)     901.30   (feet)  ADJUSTED  
 GY2778  ___________________________________________________________________
 GY2778  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GY2778  DYNAMIC HT  -         274.503 (meters)     900.60  (feet)  COMP
 GY2778  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 GY2778
 GY2778  VERT ORDER  -  SECOND    CLASS 0
 GY2778
 GY2778.The horizontal coordinates were scaled from a topographic map and have
 GY2778.an estimated accuracy of +/- 6 seconds.
 GY2778
 GY2778.The orthometric height was determined by differential leveling
 GY2778.and adjusted by the National Geodetic Survey in June 1991..
 GY2778
 GY2778.The geoid height was determined by GEOID03.
 GY2778
 GY2778.The dynamic height is computed by dividing the NAVD 88
 GY2778.geopotential number by the normal gravity value computed on the
 GY2778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2778.degrees latitude (g = 980.6199 gals.).
 GY2778
 GY2778.The modeled gravity was interpolated from observed gravity values.
 GY2778
 GY2778;                    North         East    Units  Estimated Accuracy
 GY2778;SPC KY1Z     - 1,108,100.    1,681,390.      MT  (+/- 180 meters Scaled)
 GY2778
 GY2778                          SUPERSEDED SURVEY CONTROL
 GY2778
 GY2778  NGVD 29 (??/??/92)  274.880  (m)          901.84   (f) ADJ UNCH    2 0
 GY2778
 GY2778.Superseded values are not recommended for survey control.
 GY2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2778.See file dsdata.txt to determine how the superseded data were derived.
 GY2778
 GY2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB602304(NAD 83)
 GY2778_MARKER: DB = BENCH MARK DISK
 GY2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY2778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY2778_STAMPING: N 186 1950 901.835
 GY2778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY2778+STABILITY: SURFACE MOTION
 GY2778
 GY2778  HISTORY     - Date     Condition        Report By
 GY2778  HISTORY     - 1950     MONUMENTED       CGS
 GY2778  HISTORY     - 1957     GOOD             NGS
 GY2778  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2778
 GY2778                          STATION DESCRIPTION
 GY2778
 GY2778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY2778'2.6 MI W FROM TEGES.
 GY2778'0.2 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 GY2778'TEGES, THENCE 2.35 MILES WEST ALONG ROAD FOLLOWING UPPER TEGES
 GY2778'CREEK, ABOUT 130 YARDS SOUTH OF THE CENTER OF ROAD AT A CONCRETE
 GY2778'BLOCK CHURCH, 45 FEET EAST OF A FENCE LINE, 17 FEET EAST OF A
 GY2778'LARGE APPLE TREE, 16 FEET SOUTH OF VERY DIM ROAD, ABOUT 10 FEET
 GY2778'BELOW LEVEL OF ROAD.
 GY2778
 GY2778                          STATION RECOVERY (1977)
 GY2778
 GY2778'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2786 ***********************************************************************
 GY2786  DESIGNATION -  N 187
 GY2786  PID         -  GY2786
 GY2786  STATE/COUNTY-  KY/CLAY
 GY2786  USGS QUAD   -  BIG CREEK (1979)
 GY2786
 GY2786                         *CURRENT SURVEY CONTROL
 GY2786  ___________________________________________________________________
 GY2786* NAD 83(1986)-  37 12 15.     (N)    083 36 44.     (W)     SCALED    
 GY2786* NAVD 88     -       253.285  (meters)     830.99   (feet)  ADJUSTED  
 GY2786  ___________________________________________________________________
 GY2786  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GY2786  DYNAMIC HT  -         253.082 (meters)     830.32  (feet)  COMP
 GY2786  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 GY2786
 GY2786  VERT ORDER  -  SECOND    CLASS 0
 GY2786
 GY2786.The horizontal coordinates were scaled from a topographic map and have
 GY2786.an estimated accuracy of +/- 6 seconds.
 GY2786
 GY2786.The orthometric height was determined by differential leveling
 GY2786.and adjusted by the National Geodetic Survey in June 1991..
 GY2786
 GY2786.The geoid height was determined by GEOID03.
 GY2786
 GY2786.The dynamic height is computed by dividing the NAVD 88
 GY2786.geopotential number by the normal gravity value computed on the
 GY2786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2786.degrees latitude (g = 980.6199 gals.).
 GY2786
 GY2786.The modeled gravity was interpolated from observed gravity values.
 GY2786
 GY2786;                    North         East    Units  Estimated Accuracy
 GY2786;SPC KY1Z     - 1,098,820.    1,689,760.      MT  (+/- 180 meters Scaled)
 GY2786
 GY2786                          SUPERSEDED SURVEY CONTROL
 GY2786
 GY2786  NGVD 29 (??/??/92)  253.444  (m)          831.51   (f) ADJ UNCH    2 0
 GY2786
 GY2786.Superseded values are not recommended for survey control.
 GY2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2786.See file dsdata.txt to determine how the superseded data were derived.
 GY2786
 GY2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB681207(NAD 83)
 GY2786_MARKER: DB = BENCH MARK DISK
 GY2786_SETTING: 66 = SET IN ROCK OUTCROP
 GY2786_SP_SET: ROCK LEDGE
 GY2786_STAMPING: N 187 1950 831.508
 GY2786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2786+STABILITY: POSITION/ELEVATION WELL
 GY2786
 GY2786  HISTORY     - Date     Condition        Report By
 GY2786  HISTORY     - 1950     MONUMENTED       CGS
 GY2786  HISTORY     - 1957     GOOD             NGS
 GY2786  HISTORY     - 1977     POOR             USGS
 GY2786
 GY2786                          STATION DESCRIPTION
 GY2786
 GY2786'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2786'1.9 MI SE FROM SPURLOCK.
 GY2786'ABOUT 1.9 MILES SOUTHEAST ALONG A DIM ROAD FOLLOWING RED BIRD
 GY2786'RIVER FROM THE POST OFFICE AT SPURLOCK, ABOUT 0.3 MILE NORTH OF
 GY2786'THE MOUTH OF DRY BRANCH, SET IN THE TOP OF LEDGE OF SANDSTONE,
 GY2786'ABOUT 225 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A DIM
 GY2786'ROAD LEADING NORTHEAST ALONG DRY BRANCH, 36 FEET NORTH OF THE CENTER
 GY2786'LINE OF THE JUNCTION OF ROAD AND FARM ROAD NORTHEAST, 7 1/2 FEET
 GY2786'NORTHEAST OF THE CENTER LINE OF ROAD, 36 FEET NORTHWEST OF THE
 GY2786'CENTER LINE OF FARM ROAD NORTHEAST, 23 FEET NORTHWEST OF THE
 GY2786'SOUTHEAST END OF ROCK LEDGE AND ABOUT 3 FEET ABOVE THE ROAD.
 GY2786'NOTE-- A NEW ROAD HAS BEEN BUILT AND THE MARK IS 22 FEET NORTHEAST
 GY2786'OF THE CENTERLINE OF THE NEW ROAD.
 GY2786
 GY2786                          STATION RECOVERY (1957)
 GY2786
 GY2786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2786'RECOVERED IN GOOD CONDITION.
 GY2786
 GY2786                          STATION RECOVERY (1977)
 GY2786
 GY2786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2786'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY3116 ***********************************************************************
 GY3116  DESIGNATION -  N 188 RESET 1978
 GY3116  PID         -  GY3116
 GY3116  STATE/COUNTY-  KY/LESLIE
 GY3116  USGS QUAD   -  BIG CREEK (1979)
 GY3116
 GY3116                         *CURRENT SURVEY CONTROL
 GY3116  ___________________________________________________________________
 GY3116* NAD 83(1986)-  37 09 51.     (N)    083 31 05.     (W)     SCALED    
 GY3116* NAVD 88     -       274.67   (meters)     901.1    (feet)  RESET     
 GY3116  ___________________________________________________________________
 GY3116  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GY3116
 GY3116  VERT ORDER  -  THIRD
 GY3116
 GY3116.The horizontal coordinates were scaled from a topographic map and have
 GY3116.an estimated accuracy of +/- 6 seconds.
 GY3116
 GY3116.The orthometric height was computed from unverified reset data.
 GY3116.No vertical observational check was made to the station.
 GY3116
 GY3116.The geoid height was determined by GEOID03.
 GY3116
 GY3116;                    North         East    Units  Estimated Accuracy
 GY3116;SPC KY1Z     - 1,094,580.    1,698,220.      MT  (+/- 180 meters Scaled)
 GY3116
 GY3116                          SUPERSEDED SURVEY CONTROL
 GY3116
 GY3116  NGVD 29 (10/08/05)  274.83   (m)          901.7    (f) RESET       3  
 GY3116
 GY3116.Superseded values are not recommended for survey control.
 GY3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3116.See file dsdata.txt to determine how the superseded data were derived.
 GY3116
 GY3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB764160(NAD 83)
 GY3116_MARKER: DB = BENCH MARK DISK
 GY3116_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GY3116_SP_SET: LARGE BRIDGE
 GY3116_STAMPING: N 188 RESET 1978
 GY3116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY3116
 GY3116  HISTORY     - Date     Condition        Report By
 GY3116  HISTORY     - 1978     MONUMENTED       NGS
 GY3116
 GY3116                          STATION DESCRIPTION
 GY3116
 GY3116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GY3116'3.3 MI EAST FROM BIG CREEK.
 GY3116'3.3 MILES EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE IN
 GY3116'BIG CREEK, ABOUT 0.1 MILE SOUTHWEST OF THE BIG CREEK ELEMENTARY
 GY3116'SCHOOL, 12 FEET EAST OF THE CENTERLINE OF KENTUCKY 1482 AND 181
 GY3116'FEET NORTH OF THE CENTERLINE OF HIGHWAY 80, IN THE SOUTHEAST ABUTMENT
 GY3116'OF BRIDGE OVER BIG CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2679 ***********************************************************************
 GY2679  DESIGNATION -  N 189
 GY2679  PID         -  GY2679
 GY2679  STATE/COUNTY-  KY/LAUREL
 GY2679  USGS QUAD   -  BLACKWATER (1979)
 GY2679
 GY2679                         *CURRENT SURVEY CONTROL
 GY2679  ___________________________________________________________________
 GY2679* NAD 83(1986)-  37 03 19.     (N)    083 53 12.     (W)     SCALED    
 GY2679* NAVD 88     -       363.086  (meters)    1191.22   (feet)  ADJUSTED  
 GY2679  ___________________________________________________________________
 GY2679  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GY2679  DYNAMIC HT  -         362.794 (meters)    1190.27  (feet)  COMP
 GY2679  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 GY2679
 GY2679  VERT ORDER  -  SECOND    CLASS 0
 GY2679
 GY2679.The horizontal coordinates were scaled from a topographic map and have
 GY2679.an estimated accuracy of +/- 6 seconds.
 GY2679
 GY2679.The orthometric height was determined by differential leveling
 GY2679.and adjusted by the National Geodetic Survey in June 1991..
 GY2679
 GY2679.The geoid height was determined by GEOID03.
 GY2679
 GY2679.The dynamic height is computed by dividing the NAVD 88
 GY2679.geopotential number by the normal gravity value computed on the
 GY2679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2679.degrees latitude (g = 980.6199 gals.).
 GY2679
 GY2679.The modeled gravity was interpolated from observed gravity values.
 GY2679
 GY2679;                    North         East    Units  Estimated Accuracy
 GY2679;SPC KY1Z     - 1,081,780.    1,665,730.      MT  (+/- 180 meters Scaled)
 GY2679
 GY2679                          SUPERSEDED SURVEY CONTROL
 GY2679
 GY2679  NGVD 29 (??/??/92)  363.242  (m)         1191.74   (f) ADJ UNCH    2 0
 GY2679
 GY2679.Superseded values are not recommended for survey control.
 GY2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2679.See file dsdata.txt to determine how the superseded data were derived.
 GY2679
 GY2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB433049(NAD 83)
 GY2679_MARKER: DB = BENCH MARK DISK
 GY2679_SETTING: 66 = SET IN ROCK OUTCROP
 GY2679_SP_SET: ROCK OUTCROP
 GY2679_STAMPING: N 189 1950 1911.736
 GY2679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2679+STABILITY: POSITION/ELEVATION WELL
 GY2679
 GY2679  HISTORY     - Date     Condition        Report By
 GY2679  HISTORY     - 1950     MONUMENTED       CGS
 GY2679  HISTORY     - 1957     GOOD             NGS
 GY2679
 GY2679                          STATION DESCRIPTION
 GY2679
 GY2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2679'0.4 MI E FROM BLACKWATER.
 GY2679'ABOUT 0.35 MILE EAST ALONG A DIM ROAD FROM THE POST OFFICE AT
 GY2679'BLACKWATER, SET IN THE TOP AND NEAR THE EAST END OF A LARGE
 GY2679'OUTCROPPING OF SANDSTONE, 202 FEET SOUTHEAST AND ACROSS THE
 GY2679'ROAD FROM THE SOUTHEAST CORNER OF A HOUSE OWNED BY MRS. LIZZIE
 GY2679'GILBERT, 216 FEET EAST OF A POWER POLE WITH A TRANSFORMER,
 GY2679'170 FEET EAST OF THE JUNCTION OF ROAD AND A DRIVE TO HOUSE, 25
 GY2679'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET NORTH OF THE
 GY2679'CENTER OF A SMALL STREAM AND ABOUT 2 1/2 FEET BELOW THE ROAD.
 GY2679
 GY2679                          STATION RECOVERY (1957)
 GY2679
 GY2679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0129 ***********************************************************************
 GD0129  DESIGNATION -  N 19
 GD0129  PID         -  GD0129
 GD0129  STATE/COUNTY-  KY/MARSHALL
 GD0129  USGS QUAD   -  ELVA (1982)
 GD0129
 GD0129                         *CURRENT SURVEY CONTROL
 GD0129  ___________________________________________________________________
 GD0129* NAD 83(1986)-  36 56 07.     (N)    088 29 03.     (W)     SCALED    
 GD0129* NAVD 88     -       103.369  (meters)     339.14   (feet)  ADJUSTED  
 GD0129  ___________________________________________________________________
 GD0129  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 GD0129  DYNAMIC HT  -         103.290 (meters)     338.88  (feet)  COMP
 GD0129  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 GD0129
 GD0129  VERT ORDER  -  FIRST     CLASS II
 GD0129
 GD0129.The horizontal coordinates were scaled from a topographic map and have
 GD0129.an estimated accuracy of +/- 6 seconds.
 GD0129
 GD0129.The orthometric height was determined by differential leveling
 GD0129.and adjusted by the National Geodetic Survey in June 1991..
 GD0129
 GD0129.The geoid height was determined by GEOID03.
 GD0129
 GD0129.The dynamic height is computed by dividing the NAVD 88
 GD0129.geopotential number by the normal gravity value computed on the
 GD0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0129.degrees latitude (g = 980.6199 gals.).
 GD0129
 GD0129.The modeled gravity was interpolated from observed gravity values.
 GD0129
 GD0129;                    North         East    Units  Estimated Accuracy
 GD0129;SPC KY1Z     - 1,070,380.    1,256,450.      MT  (+/- 180 meters Scaled)
 GD0129
 GD0129                          SUPERSEDED SURVEY CONTROL
 GD0129
 GD0129  NGVD 29 (??/??/??)  103.398  (m)          339.23   (f) ADJUSTED    1 2
 GD0129
 GD0129.Superseded values are not recommended for survey control.
 GD0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0129.See file dsdata.txt to determine how the superseded data were derived.
 GD0129
 GD0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF678887(NAD 83)
 GD0129_MARKER: DB = BENCH MARK DISK
 GD0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0129_STAMPING: N 19 1933
 GD0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0129+STABILITY: SURFACE MOTION
 GD0129
 GD0129  HISTORY     - Date     Condition        Report By
 GD0129  HISTORY     - 1933     MONUMENTED       CGS
 GD0129  HISTORY     - 1971     GOOD             NGS
 GD0129
 GD0129                          STATION DESCRIPTION
 GD0129
 GD0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0129'9 MI NW FROM BENTON.
 GD0129'ABOUT 9 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 GD0129'ST. LOUIS RAILWAY FROM THE STATION AT BENTON, MARSHALL COUNTY,
 GD0129'12-1/2 POLES SOUTHEAST OF MILEPOST 13, 20 FEET NORTHWEST OF A
 GD0129'ROAD CROSSING, AND 35 FEET SOUTHWEST OF THE TRACK.  A STANDARD
 GD0129'DISK, STAMPED N 19 1933 AND SET IN THE TOP OF A CONCRETE POST.
 GD0129
 GD0129                          STATION RECOVERY (1971)
 GD0129
 GD0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2700 ***********************************************************************
 GY2700  DESIGNATION -  N 190
 GY2700  PID         -  GY2700
 GY2700  STATE/COUNTY-  KY/CLAY
 GY2700  USGS QUAD   -  OGLE (1979)
 GY2700
 GY2700                         *CURRENT SURVEY CONTROL
 GY2700  ___________________________________________________________________
 GY2700* NAD 83(1986)-  37 02 28.     (N)    083 41 04.     (W)     SCALED    
 GY2700* NAVD 88     -       284.899  (meters)     934.71   (feet)  ADJUSTED  
 GY2700  ___________________________________________________________________
 GY2700  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GY2700  DYNAMIC HT  -         284.669 (meters)     933.95  (feet)  COMP
 GY2700  MODELED GRAV-     979,814.0   (mgal)                       NAVD 88
 GY2700
 GY2700  VERT ORDER  -  SECOND    CLASS 0
 GY2700
 GY2700.The horizontal coordinates were scaled from a topographic map and have
 GY2700.an estimated accuracy of +/- 6 seconds.
 GY2700
 GY2700.The orthometric height was determined by differential leveling
 GY2700.and adjusted by the National Geodetic Survey in June 1991..
 GY2700
 GY2700.The geoid height was determined by GEOID03.
 GY2700
 GY2700.The dynamic height is computed by dividing the NAVD 88
 GY2700.geopotential number by the normal gravity value computed on the
 GY2700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2700.degrees latitude (g = 980.6199 gals.).
 GY2700
 GY2700.The modeled gravity was interpolated from observed gravity values.
 GY2700
 GY2700;                    North         East    Units  Estimated Accuracy
 GY2700;SPC KY1Z     - 1,080,590.    1,683,750.      MT  (+/- 180 meters Scaled)
 GY2700
 GY2700                          SUPERSEDED SURVEY CONTROL
 GY2700
 GY2700  NGVD 29 (??/??/92)  285.056  (m)          935.22   (f) ADJ UNCH    2 0
 GY2700
 GY2700.Superseded values are not recommended for survey control.
 GY2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2700.See file dsdata.txt to determine how the superseded data were derived.
 GY2700
 GY2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB612028(NAD 83)
 GY2700_MARKER: DB = BENCH MARK DISK
 GY2700_SETTING: 66 = SET IN ROCK OUTCROP
 GY2700_SP_SET: ROCK OUTCROP
 GY2700_STAMPING: N 190 1950 935.221
 GY2700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY2700+STABILITY: POSITION/ELEVATION WELL
 GY2700
 GY2700  HISTORY     - Date     Condition        Report By
 GY2700  HISTORY     - 1950     MONUMENTED       CGS
 GY2700  HISTORY     - 1957     POOR             NGS
 GY2700  HISTORY     - 1977     MARK NOT FOUND   USGS
 GY2700  HISTORY     - 20020329 POOR             KYDT
 GY2700
 GY2700                          STATION DESCRIPTION
 GY2700
 GY2700'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2700'4.2 MI SE FROM GOOSEROCK.
 GY2700'ABOUT 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE POST
 GY2700'OFFICE AT GOOSEROCK, THENCE ABOUT 2.85 MILES SOUTHEAST ALONG
 GY2700'A GRAVEL ROAD, THENCE ABOUT 1.05 MILES SOUTHWEST ALONG A NARROW
 GY2700'GRAVEL ROAD, ABOUT 0.3 MILE NORTHEAST OF A STONE SCHOOL BUILDING,
 GY2700'ABOUT 120 YARDS NORTHEAST AND ACROSS ROAD FROM A FARM HOUSE, IN
 GY2700'THE TOP OF AN OUTCROP OF SANDSTONE ABOUT 7 BY 3 1/2 FEET, 34 1/2
 GY2700'FEET SOUTHEAST OF EAST END OF A 24-INCH METAL PIPE CULVERT WITH
 GY2700'A STONE HEAD WALL, 22 FEET EAST OF CENTER LINE OF ROAD AND
 GY2700'ABOUT 6 FEET ABOVE LEVEL OF ROAD.
 GY2700
 GY2700                          STATION RECOVERY (1957)
 GY2700
 GY2700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2700'MARK RECOVERED IN POOR CONDITION.
 GY2700
 GY2700                          STATION RECOVERY (1977)
 GY2700
 GY2700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GY2700'MARK NOT FOUND.
 GY2700
 GY2700                          STATION RECOVERY (2002)
 GY2700
 GY2700'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GY2700'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0306 ***********************************************************************
 GB0306  DESIGNATION -  N 191
 GB0306  PID         -  GB0306
 GB0306  STATE/COUNTY-  KY/WHITLEY
 GB0306  USGS QUAD   -  WOFFORD (1982)
 GB0306
 GB0306                         *CURRENT SURVEY CONTROL
 GB0306  ___________________________________________________________________
 GB0306* NAD 83(1986)-  36 50 33.     (N)    084 13 33.     (W)     SCALED    
 GB0306* NAVD 88     -       341.429  (meters)    1120.17   (feet)  ADJUSTED  
 GB0306  ___________________________________________________________________
 GB0306  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB0306  DYNAMIC HT  -         341.153 (meters)    1119.27  (feet)  COMP
 GB0306  MODELED GRAV-     979,814.0   (mgal)                       NAVD 88
 GB0306
 GB0306  VERT ORDER  -  SECOND    CLASS 0
 GB0306
 GB0306.The horizontal coordinates were scaled from a topographic map and have
 GB0306.an estimated accuracy of +/- 6 seconds.
 GB0306
 GB0306.The orthometric height was determined by differential leveling
 GB0306.and adjusted by the National Geodetic Survey in June 1991..
 GB0306
 GB0306.The geoid height was determined by GEOID03.
 GB0306
 GB0306.The dynamic height is computed by dividing the NAVD 88
 GB0306.geopotential number by the normal gravity value computed on the
 GB0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0306.degrees latitude (g = 980.6199 gals.).
 GB0306
 GB0306.The modeled gravity was interpolated from observed gravity values.
 GB0306
 GB0306;                    North         East    Units  Estimated Accuracy
 GB0306;SPC KY1Z     - 1,057,620.    1,635,950.      MT  (+/- 180 meters Scaled)
 GB0306
 GB0306                          SUPERSEDED SURVEY CONTROL
 GB0306
 GB0306  NGVD 29 (??/??/92)  341.582  (m)         1120.67   (f) ADJ UNCH    2 0
 GB0306
 GB0306.Superseded values are not recommended for survey control.
 GB0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0306.See file dsdata.txt to determine how the superseded data were derived.
 GB0306
 GB0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF473809(NAD 83)
 GB0306_MARKER: DB = BENCH MARK DISK
 GB0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0306_STAMPING: N 191 1950 1120.674
 GB0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0306+STABILITY: SURFACE MOTION
 GB0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0306+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 GB0306
 GB0306  HISTORY     - Date     Condition        Report By
 GB0306  HISTORY     - 1950     MONUMENTED       CGS
 GB0306  HISTORY     - 1957     GOOD             NGS
 GB0306  HISTORY     - 20060109 GOOD             KYTC
 GB0306
 GB0306                          STATION DESCRIPTION
 GB0306
 GB0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0306'4.7 MI NW FROM GOLD BUG.
 GB0306'ABOUT 4.7 MILES NORTHWEST ALONG U.S. HIGHWAY 25W FROM THE POST
 GB0306'OFFICE AT GOLD BUG, ABOUT 0.85 MILE NORTHWEST OF A GRAVEL
 GB0306'CROSSROAD, ABOUT 0.8 MILE SOUTHEAST OF THE SOUTHEAST LEG OF
 GB0306'THE JUNCTION OF STATE HIGHWAY 90, AT THE JUNCTION OF A DIRT
 GB0306'ROAD LEADING NORTHEAST, 81 FEET NORTHEAST OF THE CENTER LINE
 GB0306'OF THE HIGHWAY, 37 FEET NORTHWEST OF THE CENTER LINE OF THE DIRT
 GB0306'ROAD, 83 FEET EAST OF THE NORTHEAST END OF A 30-INCH PIPE CULVERT
 GB0306'UNDER HIGHWAY, 13 FEET SOUTH OF A U SHAPED OAK TREE, 2 FEET
 GB0306'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB0306'PROJECTING 2 INCHES.  NOTE-- MARK IS REACHED FROM CORBIN BY
 GB0306'GOING ABOUT 10.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 25W FROM
 GB0306'THE JUNCTION OF STATE HIGHWAY 26.
 GB0306
 GB0306                          STATION RECOVERY (1957)
 GB0306
 GB0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0306'RECOVERED IN GOOD CONDITION.
 GB0306
 GB0306                          STATION RECOVERY (2006)
 GB0306
 GB0306'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GB0306'MARK IS AT JUNCTION OF US 25W AND E.S. PITMAN ROAD TO THE EAST, 24.3
 GB0306'FEET NORTHEAST OF ROAD EAST, 4 FEET SOUTH OF AN 18 INCH OAK TREE, 1
 GB0306'FOOT SOUTH OF A CARSONITE WITNESS POST AND FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0263 ***********************************************************************
 GB0263  DESIGNATION -  N 192
 GB0263  PID         -  GB0263
 GB0263  STATE/COUNTY-  KY/MCCREARY
 GB0263  USGS QUAD   -  HOLLYHILL (1982)
 GB0263
 GB0263                         *CURRENT SURVEY CONTROL
 GB0263  ___________________________________________________________________
 GB0263* NAD 83(1986)-  36 43 06.     (N)    084 19 57.     (W)     SCALED    
 GB0263* NAVD 88     -       384.077  (meters)    1260.09   (feet)  ADJUSTED  
 GB0263  ___________________________________________________________________
 GB0263  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GB0263  DYNAMIC HT  -         383.771 (meters)    1259.09  (feet)  COMP
 GB0263  MODELED GRAV-     979,823.6   (mgal)                       NAVD 88
 GB0263
 GB0263  VERT ORDER  -  SECOND    CLASS 0
 GB0263
 GB0263.The horizontal coordinates were scaled from a topographic map and have
 GB0263.an estimated accuracy of +/- 6 seconds.
 GB0263
 GB0263.The orthometric height was determined by differential leveling
 GB0263.and adjusted by the National Geodetic Survey in June 1991..
 GB0263
 GB0263.The geoid height was determined by GEOID03.
 GB0263
 GB0263.The dynamic height is computed by dividing the NAVD 88
 GB0263.geopotential number by the normal gravity value computed on the
 GB0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0263.degrees latitude (g = 980.6199 gals.).
 GB0263
 GB0263.The modeled gravity was interpolated from observed gravity values.
 GB0263
 GB0263;                    North         East    Units  Estimated Accuracy
 GB0263;SPC KY1Z     - 1,043,690.    1,626,650.      MT  (+/- 180 meters Scaled)
 GB0263
 GB0263                          SUPERSEDED SURVEY CONTROL
 GB0263
 GB0263  NGVD 29 (??/??/92)  384.228  (m)         1260.59   (f) ADJ UNCH    2 0
 GB0263
 GB0263.Superseded values are not recommended for survey control.
 GB0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0263.See file dsdata.txt to determine how the superseded data were derived.
 GB0263
 GB0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF382669(NAD 83)
 GB0263_MARKER: DB = BENCH MARK DISK
 GB0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0263_STAMPING: N 192 1950 1260.588
 GB0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0263+STABILITY: SURFACE MOTION
 GB0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0263+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 GB0263
 GB0263  HISTORY     - Date     Condition        Report By
 GB0263  HISTORY     - 1950     MONUMENTED       CGS
 GB0263  HISTORY     - 1957     GOOD             NGS
 GB0263  HISTORY     - 19960620 GOOD             KYDT
 GB0263
 GB0263                          STATION DESCRIPTION
 GB0263
 GB0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0263'10.4 MI E FROM WHITLEY CITY.
 GB0263'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE COURT HOUSE AT
 GB0263'WHITLEY CITY, THENCE ABOUT 10.2 MILES EAST ALONG A BLACK TOP AND
 GB0263'GRAVEL ROAD, ABOUT 0.9 MILE SOUTHEAST OF THE JUNCTION OF A ROAD
 GB0263'NORTH, AT THE JUNCTION OF A DIRT ROAD LEADING NORTHEAST TO DUCK RUN,
 GB0263'26 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 55 FEET SOUTHEAST
 GB0263'OF THE CENTER LINE OF THE ROAD NORTHEAST, 20 1/2 FEET NORTHWEST OF
 GB0263'A 12-INCH OAK TREE, 31 FEET SOUTHEAST OF AN 18-INCH OAK TREE,
 GB0263'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 GB0263'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GB0263
 GB0263                          STATION RECOVERY (1957)
 GB0263
 GB0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0263'RECOVERED IN GOOD CONDITION.
 GB0263
 GB0263                          STATION RECOVERY (1996)
 GB0263
 GB0263'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0263'MARK IS AT SOUTHWEST END OF CULTIVATED FIELD, 20.5 FEET NORTHWEST OF
 GB0263'20 INCH OAK, 31 FEET SOUTHEAST OF 24 INCH OAK, POST CHIPPED BUT MARK
 GB0263'IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2326 ***********************************************************************
 GB2326  DESIGNATION -  N 193 RESET 1981
 GB2326  PID         -  GB2326
 GB2326  STATE/COUNTY-  KY/WHITLEY
 GB2326  USGS QUAD   -  HOLLYHILL (1982)
 GB2326
 GB2326                         *CURRENT SURVEY CONTROL
 GB2326  ___________________________________________________________________
 GB2326* NAD 83(1986)-  36 41 22.     (N)    084 18 30.     (W)     SCALED    
 GB2326* NAVD 88     -       388.73   (meters)    1275.4    (feet)  RESET     
 GB2326  ___________________________________________________________________
 GB2326  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GB2326
 GB2326  VERT ORDER  -  THIRD
 GB2326
 GB2326.The horizontal coordinates were scaled from a topographic map and have
 GB2326.an estimated accuracy of +/- 6 seconds.
 GB2326
 GB2326.The orthometric height was computed from unverified reset data.
 GB2326.No vertical observational check was made to the station.
 GB2326
 GB2326.The geoid height was determined by GEOID03.
 GB2326
 GB2326;                    North         East    Units  Estimated Accuracy
 GB2326;SPC KY1Z     - 1,040,520.    1,628,860.      MT  (+/- 180 meters Scaled)
 GB2326
 GB2326                          SUPERSEDED SURVEY CONTROL
 GB2326
 GB2326  NGVD 29 (10/08/05)  388.88   (m)         1275.9    (f) RESET       3  
 GB2326
 GB2326.Superseded values are not recommended for survey control.
 GB2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2326.See file dsdata.txt to determine how the superseded data were derived.
 GB2326
 GB2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF404637(NAD 83)
 GB2326_MARKER: DB = BENCH MARK DISK
 GB2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2326_STAMPING: N 193 RESET 1981
 GB2326_PROJECTION: FLUSH
 GB2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2326+STABILITY: SURFACE MOTION
 GB2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB2326+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 GB2326
 GB2326  HISTORY     - Date     Condition        Report By
 GB2326  HISTORY     - 1981     MONUMENTED       NGS
 GB2326  HISTORY     - 19960620 GOOD             KYDT
 GB2326
 GB2326                          STATION DESCRIPTION
 GB2326
 GB2326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 GB2326'20.1 KM (12.55 MI) SW FROM WILLIAMSBURG.
 GB2326'17.3 KM (10.8 MI) SOUTHWEST ALONG STATE HIGHWAY 92 FROM ITS JUNCTION
 GB2326'WITH INTERSTATE 75, AT THE SOUTH EDGE OF WILLIAMSBURG, TO THE
 GB2326'JUNCTION OF STATE ROAD 1673, THENCE RIGHT ON STATE ROAD 1673  AND
 GB2326'GO 2.8 KM (1.75 MI) TO THE MARK ON THE RIGHT, 6.1 METERS (20.0 FEET)
 GB2326'EAST OF THE CENTERLINE OF THE ROAD, 17.1 METERS (56.0 FEET) NORTH
 GB2326'OF THE CENTERLINE OF ROAD EAST, AND 25.3 METERS (83.0 FEET) SOUTH
 GB2326'OF THE CENTERLINE OF A DRIVEWAY.
 GB2326'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
 GB2326'THE MARK IS 3.0 FT ABOVE ROAD.
 GB2326
 GB2326                          STATION RECOVERY (1996)
 GB2326
 GB2326'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB2326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2968 ***********************************************************************
 GA2968  DESIGNATION -  N 194
 GA2968  PID         -  GA2968
 GA2968  STATE/COUNTY-  KY/WHITLEY
 GA2968  USGS QUAD   -  BARBOURVILLE (1974)
 GA2968
 GA2968                         *CURRENT SURVEY CONTROL
 GA2968  ___________________________________________________________________
 GA2968* NAD 83(1986)-  36 46 49.     (N)    083 59 43.     (W)     SCALED    
 GA2968* NAVD 88     -       291.906  (meters)     957.69   (feet)  ADJUSTED  
 GA2968  ___________________________________________________________________
 GA2968  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GA2968  DYNAMIC HT  -         291.661 (meters)     956.89  (feet)  COMP
 GA2968  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 GA2968
 GA2968  VERT ORDER  -  SECOND    CLASS 0
 GA2968
 GA2968.The horizontal coordinates were scaled from a topographic map and have
 GA2968.an estimated accuracy of +/- 6 seconds.
 GA2968
 GA2968.The orthometric height was determined by differential leveling
 GA2968.and adjusted by the National Geodetic Survey in June 1991..
 GA2968
 GA2968.The geoid height was determined by GEOID03.
 GA2968
 GA2968.The dynamic height is computed by dividing the NAVD 88
 GA2968.geopotential number by the normal gravity value computed on the
 GA2968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2968.degrees latitude (g = 980.6199 gals.).
 GA2968
 GA2968.The modeled gravity was interpolated from observed gravity values.
 GA2968
 GA2968;                    North         East    Units  Estimated Accuracy
 GA2968;SPC KY1Z     - 1,051,080.    1,656,640.      MT  (+/- 180 meters Scaled)
 GA2968
 GA2968                          SUPERSEDED SURVEY CONTROL
 GA2968
 GA2968  NGVD 29 (??/??/92)  292.059  (m)          958.20   (f) ADJ UNCH    2 0
 GA2968
 GA2968.Superseded values are not recommended for survey control.
 GA2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2968.See file dsdata.txt to determine how the superseded data were derived.
 GA2968
 GA2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA326746(NAD 83)
 GA2968_MARKER: DB = BENCH MARK DISK
 GA2968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2968_SP_SET: CULVERT
 GA2968_STAMPING: N 194 1951 958.197
 GA2968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2968+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2968
 GA2968  HISTORY     - Date     Condition        Report By
 GA2968  HISTORY     - 1951     MONUMENTED       CGS
 GA2968  HISTORY     - 1957     GOOD             NGS
 GA2968  HISTORY     - 20020806 GOOD             KYDT
 GA2968
 GA2968                          STATION DESCRIPTION
 GA2968
 GA2968'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2968'2.6 MI NW FROM GAUSDALE.
 GA2968'2.55 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GA2968'AT GAUSDALE, ABOUT 0.25 MILE NORTHWEST OF A CROSSROAD, ABOUT 0.5
 GA2968'MILE NORTHWEST OF PLEASANT GROVE BAPTIST CHURCH, SET IN THE TOP
 GA2968'OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A 5-FOOT CONCRETE
 GA2968'BOX CULVERT, 13 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 GA2968'1 FOOT SOUTHEAST OF THE NORTHWEST END OF HEAD WALL AND ABOUT 2
 GA2968'FEET BELOW THE ROAD.
 GA2968
 GA2968                          STATION RECOVERY (1957)
 GA2968
 GA2968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2968'RECOVERED IN GOOD CONDITION.
 GA2968
 GA2968                          STATION RECOVERY (2002)
 GA2968
 GA2968'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2968'MARK IS 4 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0186 ***********************************************************************
 GB0186  DESIGNATION -  N 195
 GB0186  PID         -  GB0186
 GB0186  STATE/COUNTY-  KY/MCCREARY
 GB0186  USGS QUAD   -  KETCHEN (1982)
 GB0186
 GB0186                         *CURRENT SURVEY CONTROL
 GB0186  ___________________________________________________________________
 GB0186* NAD 83(1986)-  36 37 00.     (N)    084 21 24.     (W)     SCALED    
 GB0186* NAVD 88     -       380.048  (meters)    1246.87   (feet)  ADJUSTED  
 GB0186  ___________________________________________________________________
 GB0186  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GB0186  DYNAMIC HT  -         379.736 (meters)    1245.85  (feet)  COMP
 GB0186  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 GB0186
 GB0186  VERT ORDER  -  SECOND    CLASS 0
 GB0186
 GB0186.The horizontal coordinates were scaled from a topographic map and have
 GB0186.an estimated accuracy of +/- 6 seconds.
 GB0186
 GB0186.The orthometric height was determined by differential leveling
 GB0186.and adjusted by the National Geodetic Survey in June 1991..
 GB0186
 GB0186.The geoid height was determined by GEOID03.
 GB0186
 GB0186.The dynamic height is computed by dividing the NAVD 88
 GB0186.geopotential number by the normal gravity value computed on the
 GB0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0186.degrees latitude (g = 980.6199 gals.).
 GB0186
 GB0186.The modeled gravity was interpolated from observed gravity values.
 GB0186
 GB0186;                    North         East    Units  Estimated Accuracy
 GB0186;SPC KY1Z     - 1,032,380.    1,624,660.      MT  (+/- 180 meters Scaled)
 GB0186
 GB0186                          SUPERSEDED SURVEY CONTROL
 GB0186
 GB0186  NGVD 29 (??/??/92)  380.188  (m)         1247.33   (f) ADJ UNCH    2 0
 GB0186
 GB0186.Superseded values are not recommended for survey control.
 GB0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0186.See file dsdata.txt to determine how the superseded data were derived.
 GB0186
 GB0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF363556(NAD 83)
 GB0186_MARKER: DB = BENCH MARK DISK
 GB0186_SETTING: 66 = SET IN ROCK OUTCROP
 GB0186_SP_SET: ROCK OUTCROP
 GB0186_STAMPING: N 195 1951 1247.333
 GB0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0186+STABILITY: POSITION/ELEVATION WELL
 GB0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0186+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1996
 GB0186
 GB0186  HISTORY     - Date     Condition        Report By
 GB0186  HISTORY     - 1951     MONUMENTED       CGS
 GB0186  HISTORY     - 1957     GOOD             NGS
 GB0186  HISTORY     - 19960626 GOOD             KYDT
 GB0186
 GB0186                          STATION DESCRIPTION
 GB0186
 GB0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0186'0.6 MI SE FROM CREEKMORE.
 GB0186'ABOUT 0.6 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB0186'AT CREEKMORE, ABOUT 0.25 MILE SOUTH OF THE JUNCTION OF A ROAD
 GB0186'EAST AND A CHURCH, ON THE NORTH SLOPE OF A LONG CROOKED HILL, AT
 GB0186'THE JUNCTION OF A DRIVE WEST TO LEFORD PERRYS RESIDENCE, SET IN
 GB0186'THE TOP OF THE EAST EDGE OF AN OUTCROP OF ROCK AT BOTTOM OF A
 GB0186'BENCH CUT WEST OF ROAD, 12 FEET WEST OF THE CENTER LINE OF THE
 GB0186'ROAD, 30 FEET NORTH OF THE CENTER LINE OF THE DRIVE AND ABOUT 4
 GB0186'FEET ABOVE THE ROAD.
 GB0186
 GB0186                          STATION RECOVERY (1957)
 GB0186
 GB0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0186'RECOVERED IN GOOD CONDITION.
 GB0186
 GB0186                          STATION RECOVERY (1996)
 GB0186
 GB0186'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH)
 GB0186'MARK IS 15.5 FEET WEST OF CENTERLINE OF ROAD, 3 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0525 ***********************************************************************
 GZ0525  DESIGNATION -  N 196
 GZ0525  PID         -  GZ0525
 GZ0525  STATE/COUNTY-  KY/PULASKI
 GZ0525  USGS QUAD   -  DYKES (1979)
 GZ0525
 GZ0525                         *CURRENT SURVEY CONTROL
 GZ0525  ___________________________________________________________________
 GZ0525* NAD 83(1986)-  37 03 32.     (N)    084 25 33.     (W)     SCALED    
 GZ0525* NAVD 88     -       239.413  (meters)     785.47   (feet)  ADJUSTED  
 GZ0525  ___________________________________________________________________
 GZ0525  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GZ0525  DYNAMIC HT  -         239.231 (meters)     784.88  (feet)  COMP
 GZ0525  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 GZ0525
 GZ0525  VERT ORDER  -  SECOND    CLASS 0
 GZ0525
 GZ0525.The horizontal coordinates were scaled from a topographic map and have
 GZ0525.an estimated accuracy of +/- 6 seconds.
 GZ0525
 GZ0525.The orthometric height was determined by differential leveling
 GZ0525.and adjusted by the National Geodetic Survey in June 1991..
 GZ0525
 GZ0525.The geoid height was determined by GEOID03.
 GZ0525
 GZ0525.The dynamic height is computed by dividing the NAVD 88
 GZ0525.geopotential number by the normal gravity value computed on the
 GZ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0525.degrees latitude (g = 980.6199 gals.).
 GZ0525
 GZ0525.The modeled gravity was interpolated from observed gravity values.
 GZ0525
 GZ0525;                    North         East    Units  Estimated Accuracy
 GZ0525;SPC KY1Z     - 1,081,360.    1,617,770.      MT  (+/- 180 meters Scaled)
 GZ0525
 GZ0525                          SUPERSEDED SURVEY CONTROL
 GZ0525
 GZ0525  NGVD 29 (??/??/92)  239.584  (m)          786.04   (f) ADJ UNCH    2 0
 GZ0525
 GZ0525.Superseded values are not recommended for survey control.
 GZ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0525.See file dsdata.txt to determine how the superseded data were derived.
 GZ0525
 GZ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG288045(NAD 83)
 GZ0525_MARKER: DB = BENCH MARK DISK
 GZ0525_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0525_SP_SET: ROCK OUTCROP
 GZ0525_STAMPING: N 196 1950 786.035
 GZ0525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0525+STABILITY: POSITION/ELEVATION WELL
 GZ0525
 GZ0525  HISTORY     - Date     Condition        Report By
 GZ0525  HISTORY     - 1950     MONUMENTED       CGS
 GZ0525  HISTORY     - 1958     GOOD             NGS
 GZ0525
 GZ0525                          STATION DESCRIPTION
 GZ0525
 GZ0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0525'4 MI NW FROM MT VICTORY.
 GZ0525'ABOUT 4.0 MILES NORTHWEST ALONG STATE HIGHWAY 192 FROM THE POST
 GZ0525'OFFICE AND SCHOOL AT MT. VICTORY, ABOUT 0.85 MILE SOUTHEAST OF
 GZ0525'DYKES POST OFFICE, ABOUT 0.1 MILE EAST OF A BRIDGE OVER BUCK
 GZ0525'CREEK, SET IN THE TOP OF A ROCK OUTCROP IN FORK OF OLD HIGHWAY
 GZ0525'192 AND A SIDE ROAD LEADING SOUTH, 39 FEET SOUTHEAST OF THE
 GZ0525'CENTER LINE OF PRESENT HIGHWAY, ABOUT 100 YARDS SOUTH OF THE
 GZ0525'CENTER LINE OF HIGHWAY WHICH IS TO CROSS A NEW BRIDGE
 GZ0525'(PROPOSED - NOT UNDER CONSTRUCTION), 54 FEET EAST OF THE CENTER
 GZ0525'LINE OF THE ROAD SOUTH, 53 FEET SOUTHEAST OF THE SOUTHEAST
 GZ0525'CORNER OF AN OLD STORE BUILDING, AND ABOUT 5 FEET ABOVE ROAD
 GZ0525'JUNCTION.
 GZ0525
 GZ0525                          STATION RECOVERY (1958)
 GZ0525
 GZ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0451 ***********************************************************************
 GZ0451  DESIGNATION -  N 197
 GZ0451  PID         -  GZ0451
 GZ0451  STATE/COUNTY-  KY/PULASKI
 GZ0451  USGS QUAD   -  DYKES (1979)
 GZ0451
 GZ0451                         *CURRENT SURVEY CONTROL
 GZ0451  ___________________________________________________________________
 GZ0451* NAD 83(1986)-  37 00 14.     (N)    084 23 46.     (W)     SCALED    
 GZ0451* NAVD 88     -       361.208  (meters)    1185.06   (feet)  ADJUSTED  
 GZ0451  ___________________________________________________________________
 GZ0451  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GZ0451  DYNAMIC HT  -         360.929 (meters)    1184.15  (feet)  COMP
 GZ0451  MODELED GRAV-     979,846.0   (mgal)                       NAVD 88
 GZ0451
 GZ0451  VERT ORDER  -  SECOND    CLASS 0
 GZ0451
 GZ0451.The horizontal coordinates were scaled from a topographic map and have
 GZ0451.an estimated accuracy of +/- 6 seconds.
 GZ0451
 GZ0451.The orthometric height was determined by differential leveling
 GZ0451.and adjusted by the National Geodetic Survey in June 1991..
 GZ0451
 GZ0451.The geoid height was determined by GEOID03.
 GZ0451
 GZ0451.The dynamic height is computed by dividing the NAVD 88
 GZ0451.geopotential number by the normal gravity value computed on the
 GZ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0451.degrees latitude (g = 980.6199 gals.).
 GZ0451
 GZ0451.The modeled gravity was interpolated from observed gravity values.
 GZ0451
 GZ0451;                    North         East    Units  Estimated Accuracy
 GZ0451;SPC KY1Z     - 1,075,300.    1,620,500.      MT  (+/- 180 meters Scaled)
 GZ0451
 GZ0451                          SUPERSEDED SURVEY CONTROL
 GZ0451
 GZ0451  NGVD 29 (??/??/92)  361.373  (m)         1185.60   (f) ADJ UNCH    2 0
 GZ0451
 GZ0451.Superseded values are not recommended for survey control.
 GZ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0451.See file dsdata.txt to determine how the superseded data were derived.
 GZ0451
 GZ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF316984(NAD 83)
 GZ0451_MARKER: DB = BENCH MARK DISK
 GZ0451_SETTING: 66 = SET IN ROCK OUTCROP
 GZ0451_SP_SET: ROCK OUTCROP
 GZ0451_STAMPING: N 197 1950 1185.605
 GZ0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ0451+STABILITY: POSITION/ELEVATION WELL
 GZ0451
 GZ0451  HISTORY     - Date     Condition        Report By
 GZ0451  HISTORY     - 1950     MONUMENTED       CGS
 GZ0451  HISTORY     - 1958     GOOD             NGS
 GZ0451
 GZ0451                          STATION DESCRIPTION
 GZ0451
 GZ0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GZ0451'2.3 MI SE FROM MT VICTORY.
 GZ0451'0.25 MILE EAST ALONG STATE HIGHWAY 192 FROM THE SCHOOL AND POST
 GZ0451'OFFICE AT MT. VICTORY, THENCE 2.05 MILES SOUTHEAST ALONG A NARROW
 GZ0451'GRAVEL ROAD, 35 YARDS NORTHWEST OF THE TOP OF A SMALL GRADE, 96
 GZ0451'FEET SOUTHEAST OF A SMALL SPRING, 27 FEET NORTHEAST OF THE CENTER
 GZ0451'OF ROAD, 15 FEET SOUTHWEST OF A 16-INCH PINE TREE, SET IN THE TOP
 GZ0451'OF ROCK OUTCROP, 1.5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF ROCK
 GZ0451'AND ABOUT 6 FEET ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0407 ***********************************************************************
 GB0407  DESIGNATION -  N 198
 GB0407  PID         -  GB0407
 GB0407  STATE/COUNTY-  KY/PULASKI
 GB0407  USGS QUAD   -  HAIL (1982)
 GB0407
 GB0407                         *CURRENT SURVEY CONTROL
 GB0407  ___________________________________________________________________
 GB0407* NAD 83(1986)-  36 59 24.     (N)    084 25 20.     (W)     SCALED    
 GB0407* NAVD 88     -       336.998  (meters)    1105.63   (feet)  ADJUSTED  
 GB0407  ___________________________________________________________________
 GB0407  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB0407  DYNAMIC HT  -         336.740 (meters)    1104.79  (feet)  COMP
 GB0407  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 GB0407
 GB0407  VERT ORDER  -  SECOND    CLASS 0
 GB0407
 GB0407.The horizontal coordinates were scaled from a topographic map and have
 GB0407.an estimated accuracy of +/- 6 seconds.
 GB0407
 GB0407.The orthometric height was determined by differential leveling
 GB0407.and adjusted by the National Geodetic Survey in June 1991..
 GB0407
 GB0407.The geoid height was determined by GEOID03.
 GB0407
 GB0407.The dynamic height is computed by dividing the NAVD 88
 GB0407.geopotential number by the normal gravity value computed on the
 GB0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0407.degrees latitude (g = 980.6199 gals.).
 GB0407
 GB0407.The modeled gravity was interpolated from observed gravity values.
 GB0407
 GB0407;                    North         East    Units  Estimated Accuracy
 GB0407;SPC KY1Z     - 1,073,720.    1,618,200.      MT  (+/- 180 meters Scaled)
 GB0407
 GB0407                          SUPERSEDED SURVEY CONTROL
 GB0407
 GB0407  NGVD 29 (??/??/92)  337.167  (m)         1106.19   (f) ADJ UNCH    2 0
 GB0407
 GB0407.Superseded values are not recommended for survey control.
 GB0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0407.See file dsdata.txt to determine how the superseded data were derived.
 GB0407
 GB0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF294968(NAD 83)
 GB0407_MARKER: DB = BENCH MARK DISK
 GB0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0407_STAMPING: N 198 1950 1106.189
 GB0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0407+STABILITY: SURFACE MOTION
 GB0407
 GB0407  HISTORY     - Date     Condition        Report By
 GB0407  HISTORY     - 1950     MONUMENTED       CGS
 GB0407  HISTORY     - 1958     POOR             NGS
 GB0407
 GB0407                          STATION DESCRIPTION
 GB0407
 GB0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB0407'3.1 MI E FROM HAIL.
 GB0407'2.2 MILES SOUTHEAST ALONG DIRT ROAD FROM THE SCHOOL AT HAIL,
 GB0407'THENCE 0.2 MILE SOUTH ALONG FIELD ROAD TO JUNCTION OF RIDGE
 GB0407'ROAD AT FARM BUILDINGS WITH A STONE CHIMNEY OF BURNED HOUSE,
 GB0407'THENCE 0.8 MILE NORTHEAST ALONG DIRT ROAD, AT THE JUNCTION OF A
 GB0407'ROAD WEST TO COAL MINE AND REMAINS OF SCALES AND COAL LOADING
 GB0407'SITE, 157 FEET SOUTH OF THE CENTER OF THE JUNCTION, 56 FEET
 GB0407'SOUTHEAST OF CENTER OF CONNECTING ROAD OF JUNCTION, 34 FEET
 GB0407'SOUTHEAST OF CENTER OF ROAD, 8.5 FEET NORTH OF A 12-INCH OAK
 GB0407'TREE WITH TRIANGLE BLAZED, AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
 GB0407'NOTE-- MARK IS REACHED FROM THE POST OFFICE AND SCHOOL AT MT.
 GB0407'VICTORY BY GOING 0.25 MILE EAST ALONG STATE HIGHWAY 192, THENCE
 GB0407'2.8 MILES SOUTHEAST ALONG A NARROW GRAVEL ROAD TO JUNCTION OF
 GB0407'FOREST SERVICE ROAD 122 A SOUTHEAST, THENCE 1.1 MILES SOUTHWEST
 GB0407'ALONG GRAVEL ROAD, AT THE JUNCTION OF ROAD SOUTHEAST AND
 GB0407'SOUTHWEST, GO SOUTHWEST ON DIRT ROAD FOR 0.9 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0480 ***********************************************************************
 GZ0480  DESIGNATION -  N 199
 GZ0480  PID         -  GZ0480
 GZ0480  STATE/COUNTY-  KY/LAUREL
 GZ0480  USGS QUAD   -  BERNSTADT (1969)
 GZ0480
 GZ0480                         *CURRENT SURVEY CONTROL
 GZ0480  ___________________________________________________________________
 GZ0480* NAD 83(1986)-  37 07 41.     (N)    084 13 26.     (W)     SCALED    
 GZ0480* NAVD 88     -       379.135  (meters)    1243.88   (feet)  ADJUSTED  
 GZ0480  ___________________________________________________________________
 GZ0480  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 GZ0480  DYNAMIC HT  -         378.844 (meters)    1242.92  (feet)  COMP
 GZ0480  MODELED GRAV-     979,850.0   (mgal)                       NAVD 88
 GZ0480
 GZ0480  VERT ORDER  -  SECOND    CLASS 0
 GZ0480
 GZ0480.The horizontal coordinates were scaled from a topographic map and have
 GZ0480.an estimated accuracy of +/- 6 seconds.
 GZ0480
 GZ0480.The orthometric height was determined by differential leveling
 GZ0480.and adjusted by the National Geodetic Survey in June 1991..
 GZ0480
 GZ0480.The geoid height was determined by GEOID03.
 GZ0480
 GZ0480.The dynamic height is computed by dividing the NAVD 88
 GZ0480.geopotential number by the normal gravity value computed on the
 GZ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0480.degrees latitude (g = 980.6199 gals.).
 GZ0480
 GZ0480.The modeled gravity was interpolated from observed gravity values.
 GZ0480
 GZ0480;                    North         East    Units  Estimated Accuracy
 GZ0480;SPC KY1Z     - 1,089,310.    1,635,610.      MT  (+/- 180 meters Scaled)
 GZ0480
 GZ0480                          SUPERSEDED SURVEY CONTROL
 GZ0480
 GZ0480  NGVD 29 (??/??/92)  379.296  (m)         1244.41   (f) ADJ UNCH    2 0
 GZ0480
 GZ0480.Superseded values are not recommended for survey control.
 GZ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0480.See file dsdata.txt to determine how the superseded data were derived.
 GZ0480
 GZ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG466126(NAD 83)
 GZ0480_MARKER: DB = BENCH MARK DISK
 GZ0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0480_STAMPING: N 199 1950 1244.407
 GZ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0480+STABILITY: SURFACE MOTION
 GZ0480
 GZ0480  HISTORY     - Date     Condition        Report By
 GZ0480  HISTORY     - 1950     MONUMENTED       CGS
 GZ0480  HISTORY     - 1958     GOOD             NGS
 GZ0480
 GZ0480                          STATION DESCRIPTION
 GZ0480
 GZ0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0480'3 MI SW FROM BERNSTADT.
 GZ0480'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 80 FROM THE SWISS
 GZ0480'COLONY BAPTIST CHURCH AT BERNSTADT, THENCE ABOUT 2.65 MILES
 GZ0480'SOUTHWEST ALONG A GRAVEL ROAD, ABOUT 0.5 MILE SOUTH OF THE
 GZ0480'JUNCTION OF A GRAVEL ROAD WEST AND A CURVE IN THE ROAD WITH
 GZ0480'TANGENTS EXTENDING NORTHEAST AND SOUTH, AT THE TOP OF A GRADE,
 GZ0480'ABOUT 0.15 MILE NORTH OF THE JUNCTION OF A DIRT ROAD LEADING
 GZ0480'SOUTHWEST, 26 FEET EAST OF THE CENTER LINE OF THE ROAD, 10
 GZ0480'FEET SOUTHWEST OF A TRIANGULAR BLAZED 16-INCH OAK TREE, 68
 GZ0480'FEET NORTHEAST AND ACROSS ROAD FROM THE NORTH END OF A LARGE
 GZ0480'PROJECTION OF ROCK IN BENCH CUT, ABOUT 1 FOOT ABOVE THE ROAD
 GZ0480'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0480
 GZ0480                          STATION RECOVERY (1958)
 GZ0480
 GZ0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0106 ***********************************************************************
 GD0106  DESIGNATION -  N 20
 GD0106  PID         -  GD0106
 GD0106  STATE/COUNTY-  KY/CALLOWAY
 GD0106  USGS QUAD   -  LYNN GROVE (1981)
 GD0106
 GD0106                         *CURRENT SURVEY CONTROL
 GD0106  ___________________________________________________________________
 GD0106* NAD 83(1986)-  36 36 06.     (N)    088 22 39.     (W)     SCALED    
 GD0106* NAVD 88     -       169.836  (meters)     557.20   (feet)  ADJUSTED  
 GD0106  ___________________________________________________________________
 GD0106  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GD0106  DYNAMIC HT  -         169.699 (meters)     556.75  (feet)  COMP
 GD0106  MODELED GRAV-     979,821.9   (mgal)                       NAVD 88
 GD0106
 GD0106  VERT ORDER  -  SECOND    CLASS 0
 GD0106
 GD0106.The horizontal coordinates were scaled from a topographic map and have
 GD0106.an estimated accuracy of +/- 6 seconds.
 GD0106
 GD0106.The orthometric height was determined by differential leveling
 GD0106.and adjusted by the National Geodetic Survey in June 1991..
 GD0106
 GD0106.The geoid height was determined by GEOID03.
 GD0106
 GD0106.The dynamic height is computed by dividing the NAVD 88
 GD0106.geopotential number by the normal gravity value computed on the
 GD0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0106.degrees latitude (g = 980.6199 gals.).
 GD0106
 GD0106.The modeled gravity was interpolated from observed gravity values.
 GD0106
 GD0106;                    North         East    Units  Estimated Accuracy
 GD0106;SPC KY1Z     - 1,033,090.    1,264,900.      MT  (+/- 180 meters Scaled)
 GD0106
 GD0106                          SUPERSEDED SURVEY CONTROL
 GD0106
 GD0106  NGVD 29 (??/??/??)  169.867  (m)          557.31   (f) ADJUSTED    2 0
 GD0106
 GD0106.Superseded values are not recommended for survey control.
 GD0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0106.See file dsdata.txt to determine how the superseded data were derived.
 GD0106
 GD0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF767515(NAD 83)
 GD0106_MARKER: DB = BENCH MARK DISK
 GD0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0106_STAMPING: N 20 1934
 GD0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0106+STABILITY: SURFACE MOTION
 GD0106
 GD0106  HISTORY     - Date     Condition        Report By
 GD0106  HISTORY     - 1934     MONUMENTED       CGS
 GD0106  HISTORY     - 20020505 GOOD             WOOLPT
 GD0106
 GD0106                          STATION DESCRIPTION
 GD0106
 GD0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GD0106'3 MI W FROM MURRAY.
 GD0106'ABOUT 3 MILES WEST ALONG STATE HIGHWAY 94 FROM MURRAY, CALLOWAY
 GD0106'COUNTY, 0.25 MILE WEST OF CONCRETE BRIDGE 9 D1-10, ON THE TOP OF
 GD0106'A KNOLL, IN THE YARD OF THE MARY BUTTERWORTH FARM, 16 YARDS WEST
 GD0106'OF THE CENTERLINE OF THE ENTRANCE DRIVE, 13 YARDS SOUTH OF THE
 GD0106'CENTERLINE OF THE HIGHWAY, AND AT A FENCE CORNER.  A STANDARD
 GD0106'DISK, STAMPED N 20 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GD0106
 GD0106                          STATION RECOVERY (2002)
 GD0106
 GD0106'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002
 GD0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0471 ***********************************************************************
 GZ0471  DESIGNATION -  N 200
 GZ0471  PID         -  GZ0471
 GZ0471  STATE/COUNTY-  KY/LAUREL
 GZ0471  USGS QUAD   -  LONDON SW (1979)
 GZ0471
 GZ0471                         *CURRENT SURVEY CONTROL
 GZ0471  ___________________________________________________________________
 GZ0471* NAD 83(1986)-  37 02 26.     (N)    084 09 34.     (W)     SCALED    
 GZ0471* NAVD 88     -       349.310  (meters)    1146.03   (feet)  ADJUSTED  
 GZ0471  ___________________________________________________________________
 GZ0471  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 GZ0471  DYNAMIC HT  -         349.036 (meters)    1145.13  (feet)  COMP
 GZ0471  MODELED GRAV-     979,834.9   (mgal)                       NAVD 88
 GZ0471
 GZ0471  VERT ORDER  -  SECOND    CLASS 0
 GZ0471
 GZ0471.The horizontal coordinates were scaled from a topographic map and have
 GZ0471.an estimated accuracy of +/- 6 seconds.
 GZ0471
 GZ0471.The orthometric height was determined by differential leveling
 GZ0471.and adjusted by the National Geodetic Survey in June 1991..
 GZ0471
 GZ0471.The geoid height was determined by GEOID03.
 GZ0471
 GZ0471.The dynamic height is computed by dividing the NAVD 88
 GZ0471.geopotential number by the normal gravity value computed on the
 GZ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0471.degrees latitude (g = 980.6199 gals.).
 GZ0471
 GZ0471.The modeled gravity was interpolated from observed gravity values.
 GZ0471
 GZ0471;                    North         East    Units  Estimated Accuracy
 GZ0471;SPC KY1Z     - 1,079,700.    1,641,500.      MT  (+/- 180 meters Scaled)
 GZ0471
 GZ0471                          SUPERSEDED SURVEY CONTROL
 GZ0471
 GZ0471  NGVD 29 (??/??/92)  349.458  (m)         1146.51   (f) ADJ UNCH    2 0
 GZ0471
 GZ0471.Superseded values are not recommended for survey control.
 GZ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0471.See file dsdata.txt to determine how the superseded data were derived.
 GZ0471
 GZ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG526031(NAD 83)
 GZ0471_MARKER: DB = BENCH MARK DISK
 GZ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0471_STAMPING: N 200 1950 1146.553
 GZ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0471+STABILITY: SURFACE MOTION
 GZ0471
 GZ0471  HISTORY     - Date     Condition        Report By
 GZ0471  HISTORY     - 1950     MONUMENTED       CGS
 GZ0471  HISTORY     - 1961     GOOD             NGS
 GZ0471  HISTORY     - 1977     MARK NOT FOUND   USGS
 GZ0471
 GZ0471                          STATION DESCRIPTION
 GZ0471
 GZ0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GZ0471'8.2 MI SW FROM LONDON.
 GZ0471'ABOUT 7.2 MILES SOUTHWEST ALONG STATE HIGHWAY 192 FROM THE COURT
 GZ0471'HOUSE AT LONDON, THENCE ABOUT 0.95 MILE SOUTHEAST ALONG A GRAVEL
 GZ0471'ROAD, ABOUT 0.95 MILE SOUTHEAST OF COOL HILL SCHOOL, ABOUT 0.1
 GZ0471'MILE WEST OF A BRIDGE OVER CRAIG CREEK, ON THE EAST SLOPE OF A
 GZ0471'HILL DECENDING TO CRAIG CREEK, AT THE JUNCTION OF A DRIVE SOUTH
 GZ0471'TO A ONE-STORY WHITE FRAME HOUSE, 43 FEET SOUTH OF THE CENTER LINE
 GZ0471'OF THE ROAD, 92 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GZ0471'HOUSE, 10 1/2 SOUTHWEST OF THE NORTH ONE OF A ROW OF MAPLE TREES
 GZ0471'ALONG WEST SIDE OF DRIVE, ABOUT 4 FEET ABOVE THE ROAD AND SET IN
 GZ0471'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ0471
 GZ0471                          STATION RECOVERY (1961)
 GZ0471
 GZ0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GZ0471'RECOVERED IN GOOD CONDITION.
 GZ0471
 GZ0471                          STATION RECOVERY (1977)
 GZ0471
 GZ0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GZ0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0334 ***********************************************************************
 GB0334  DESIGNATION -  N 202
 GB0334  PID         -  GB0334
 GB0334  STATE/COUNTY-  KY/LAUREL
 GB0334  USGS QUAD   -  VOX (1982)
 GB0334
 GB0334                         *CURRENT SURVEY CONTROL
 GB0334  ___________________________________________________________________
 GB0334* NAD 83(1986)-  36 59 50.     (N)    084 10 20.     (W)     SCALED    
 GB0334* NAVD 88     -       384.279  (meters)    1260.76   (feet)  ADJUSTED  
 GB0334  ___________________________________________________________________
 GB0334  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GB0334  DYNAMIC HT  -         383.974 (meters)    1259.75  (feet)  COMP
 GB0334  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 GB0334
 GB0334  VERT ORDER  -  SECOND    CLASS 0
 GB0334
 GB0334.The horizontal coordinates were scaled from a topographic map and have
 GB0334.an estimated accuracy of +/- 6 seconds.
 GB0334
 GB0334.The orthometric height was determined by differential leveling
 GB0334.and adjusted by the National Geodetic Survey in June 1991..
 GB0334
 GB0334.The geoid height was determined by GEOID03.
 GB0334
 GB0334.The dynamic height is computed by dividing the NAVD 88
 GB0334.geopotential number by the normal gravity value computed on the
 GB0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0334.degrees latitude (g = 980.6199 gals.).
 GB0334
 GB0334.The modeled gravity was interpolated from observed gravity values.
 GB0334
 GB0334;                    North         East    Units  Estimated Accuracy
 GB0334;SPC KY1Z     - 1,074,870.    1,640,440.      MT  (+/- 180 meters Scaled)
 GB0334
 GB0334                          SUPERSEDED SURVEY CONTROL
 GB0334
 GB0334  NGVD 29 (??/??/92)  384.431  (m)         1261.25   (f) ADJ UNCH    2 0
 GB0334
 GB0334.Superseded values are not recommended for survey control.
 GB0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0334.See file dsdata.txt to determine how the superseded data were derived.
 GB0334
 GB0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF516983(NAD 83)
 GB0334_MARKER: DB = BENCH MARK DISK
 GB0334_SETTING: 66 = SET IN ROCK OUTCROP
 GB0334_SP_SET: ROCK OUTCROP
 GB0334_STAMPING: N 202 1950 1261.254
 GB0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0334+STABILITY: POSITION/ELEVATION WELL
 GB0334
 GB0334  HISTORY     - Date     Condition        Report By
 GB0334  HISTORY     - 1950     MONUMENTED       CGS
 GB0334  HISTORY     - 1961     MARK NOT FOUND   PAS
 GB0334  HISTORY     - 1962     MARK NOT FOUND   NGS
 GB0334
 GB0334                          STATION DESCRIPTION
 GB0334
 GB0334'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1961
 GB0334'0.8 MI W FROM KEAVY.
 GB0334'0.75 MILE WEST ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE
 GB0334'HIGHWAY 363 AND POST OFFICE AT KEAVY, 0.2 MILE WEST OF THE
 GB0334'JUNCTION OF A GRAVEL ROAD NORTH AND NEW KEAVY SCHOOL (NOW
 GB0334'UNDER CONSTRUCTION), AT THE JUNCTION OF A DIM ROAD SOUTH, 47
 GB0334'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 27 FEET EAST OF THE
 GB0334'CENTERLINE OF DIM ROAD, 57 FEET SOUTHEAST AND ACROSS DIM ROAD
 GB0334'FROM SOUTH END OF AN 18-INCH PIPE CULVERT, 19 FEET NORTH OF
 GB0334'AN EAST-WEST FENCE LINE, SET IN THE TOP OF A FLAT OUTCROP OF
 GB0334'ROCK, ABOUT 1 1/2 FEET SOUTH OF THE NORTH EDGE OF OUTCROP AND
 GB0334'LEVEL WITH THE ROAD.  NOTE-- SOME GRADING HAD BEEN DONE IN THE
 GB0334'AREA AND FILL DIRT HAD BEEN PUT IN THE AREA WHERE THE MARK WAS
 GB0334'SET.  ACCORDING TO LOCAL RESIDENTS, THE MARK WAS NOT DESTROYED
 GB0334'BUT WAS COVERED WITH THE FILL DIRT.
 GB0334
 GB0334                          STATION RECOVERY (1962)
 GB0334
 GB0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GY2793 ***********************************************************************
 GY2793  DESIGNATION -  N 203
 GY2793  PID         -  GY2793
 GY2793  STATE/COUNTY-  KY/LAUREL
 GY2793  USGS QUAD   -  BLACKWATER (1979)
 GY2793
 GY2793                         *CURRENT SURVEY CONTROL
 GY2793  ___________________________________________________________________
 GY2793* NAD 83(1986)-  37 01 39.     (N)    083 57 26.     (W)     SCALED    
 GY2793* NAVD 88     -       352.543  (meters)    1156.63   (feet)  ADJUSTED  
 GY2793  ___________________________________________________________________
 GY2793  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GY2793  DYNAMIC HT  -         352.257 (meters)    1155.70  (feet)  COMP
 GY2793  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 GY2793
 GY2793  VERT ORDER  -  SECOND    CLASS 0
 GY2793
 GY2793.The horizontal coordinates were scaled from a topographic map and have
 GY2793.an estimated accuracy of +/- 6 seconds.
 GY2793
 GY2793.The orthometric height was determined by differential leveling
 GY2793.and adjusted by the National Geodetic Survey in June 1991..
 GY2793
 GY2793.The geoid height was determined by GEOID03.
 GY2793
 GY2793.The dynamic height is computed by dividing the NAVD 88
 GY2793.geopotential number by the normal gravity value computed on the
 GY2793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY2793.degrees latitude (g = 980.6199 gals.).
 GY2793
 GY2793.The modeled gravity was interpolated from observed gravity values.
 GY2793
 GY2793;                    North         East    Units  Estimated Accuracy
 GY2793;SPC KY1Z     - 1,078,580.    1,659,510.      MT  (+/- 180 meters Scaled)
 GY2793
 GY2793                          SUPERSEDED SURVEY CONTROL
 GY2793
 GY2793  NGVD 29 (??/??/92)  352.696  (m)         1157.14   (f) ADJ UNCH    2 0
 GY2793
 GY2793.Superseded values are not recommended for survey control.
 GY2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY2793.See file dsdata.txt to determine how the superseded data were derived.
 GY2793
 GY2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKB369020(NAD 83)
 GY2793_MARKER: DB = BENCH MARK DISK
 GY2793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY2793_SP_SET: BRIDGE
 GY2793_STAMPING: N 203 1950 1157.137
 GY2793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY2793
 GY2793  HISTORY     - Date     Condition        Report By
 GY2793  HISTORY     - 1950     MONUMENTED       CGS
 GY2793  HISTORY     - 1957     GOOD             NGS
 GY2793
 GY2793                          STATION DESCRIPTION
 GY2793
 GY2793'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GY2793'7.2 MI SE FROM FARISTON.
 GY2793'ABOUT 1.55 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE
 GY2793'LOUISVILLE AND NASHVILLE RAILROAD STATION AT FARISTON, THENCE
 GY2793'ABOUT 5.6 MILES SOUTHEAST ALONG STATE HIGHWAY 229, ABOUT 0.35
 GY2793'MILE SOUTHEAST OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTH,
 GY2793'AT ROBINSON CHURCH AND AT A JOGGED CROSSROAD, SET IN THE TOP
 GY2793'OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A 15-FOOT
 GY2793'BRIDGE OVER LITTLE ROBINSON CREEK, 14 FEET NORTHEAST OF THE
 GY2793'CENTER LINE OF THE HIGHWAY, 198 FEET NORTHWEST OF THE EXTENDED
 GY2793'CENTER LINE OF THE ROAD SOUTHWEST, 150 FEET SOUTHEAST OF THE
 GY2793'CENTER LINE OF ROAD NORTHEAST, 160 FEET NORTH AND ACROSS HIGHWAY
 GY2793'FROM THE NORTH CORNER OF CHURCH AND ABOUT LEVEL WITH THE HIGHWAY.
 GY2793
 GY2793                          STATION RECOVERY (1957)
 GY2793
 GY2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY2793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0247 ***********************************************************************
 GB0247  DESIGNATION -  N 204
 GB0247  PID         -  GB0247
 GB0247  STATE/COUNTY-  KY/KNOX
 GB0247  USGS QUAD   -  CORBIN (1978)
 GB0247
 GB0247                         *CURRENT SURVEY CONTROL
 GB0247  ___________________________________________________________________
 GB0247* NAD 83(1986)-  36 56 30.     (N)    084 04 43.     (W)     SCALED    
 GB0247* NAVD 88     -       327.174  (meters)    1073.40   (feet)  ADJUSTED  
 GB0247  ___________________________________________________________________
 GB0247  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GB0247  DYNAMIC HT  -         326.906 (meters)    1072.52  (feet)  COMP
 GB0247  MODELED GRAV-     979,803.6   (mgal)                       NAVD 88
 GB0247
 GB0247  VERT ORDER  -  SECOND    CLASS 0
 GB0247
 GB0247.The horizontal coordinates were scaled from a topographic map and have
 GB0247.an estimated accuracy of +/- 6 seconds.
 GB0247
 GB0247.The orthometric height was determined by differential leveling
 GB0247.and adjusted by the National Geodetic Survey in June 1991..
 GB0247
 GB0247.The geoid height was determined by GEOID03.
 GB0247
 GB0247.The dynamic height is computed by dividing the NAVD 88
 GB0247.geopotential number by the normal gravity value computed on the
 GB0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0247.degrees latitude (g = 980.6199 gals.).
 GB0247
 GB0247.The modeled gravity was interpolated from observed gravity values.
 GB0247
 GB0247;                    North         East    Units  Estimated Accuracy
 GB0247;SPC KY1Z     - 1,068,850.    1,648,880.      MT  (+/- 180 meters Scaled)
 GB0247
 GB0247                          SUPERSEDED SURVEY CONTROL
 GB0247
 GB0247  NGVD 29 (??/??/92)  327.333  (m)         1073.92   (f) ADJ UNCH    2 0
 GB0247
 GB0247.Superseded values are not recommended for survey control.
 GB0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0247.See file dsdata.txt to determine how the superseded data were derived.
 GB0247
 GB0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF601923(NAD 83)
 GB0247_MARKER: DB = BENCH MARK DISK
 GB0247_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GB0247_SP_SET: CULVERT HEADWALL
 GB0247_STAMPING: N 204 1950
 GB0247_MARK LOGO: CGS   
 GB0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0247+STABILITY: SURFACE MOTION
 GB0247
 GB0247  HISTORY     - Date     Condition        Report By
 GB0247  HISTORY     - 1950     MONUMENTED       CGS
 GB0247  HISTORY     - 1957     GOOD             NGS
 GB0247  HISTORY     - 19930801 GOOD             KYDT
 GB0247
 GB0247                          STATION DESCRIPTION
 GB0247
 GB0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0247'1 MI E FROM CORBIN.
 GB0247'1.0 MILE EAST ALONG THE BARBOURVILLE BRANCH OF THE LOUISVILLE AND
 GB0247'NASHVILLE RAILROAD FROM THE STATION AT CORBIN, 19 POLES EAST OF A
 GB0247'ROAD CROSSING, 7 POLES EAST OF MILE POST 173, SET IN THE TOP OF THE
 GB0247'WEST END OF THE NORTH CONCRETE HEAD WALL OF A 30-INCH PIPE CULVERT,
 GB0247'14 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 0.7 FOOT EAST
 GB0247'OF THE WEST END OF HEAD WALL AND ABOUT 4 FEET BELOW THE LEVEL OF
 GB0247'TRACK.
 GB0247
 GB0247                          STATION RECOVERY (1993)
 GB0247
 GB0247'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GB0247'1.0 MILE (1.6 KM) EAST ALONG THE BARBOURVILLE BRANCH OF THE LOUISVILLE
 GB0247'AND NASHVILLE RAILROAD FROM THE L AND N OFFICE, (FORMERLY DISPATCHERS
 GB0247'OFFICE) IN CORBIN, ABOUT 0.4 MILE (0.6 KM) EAST OF A ROAD CROSSING,
 GB0247'ABOUT 0.6 MILE (1.0 KM) EAST OF BRIDGE OVER CAMP CREEK, ABOUT 115.5
 GB0247'FEET (35.2 M) EAST OF MILEPOST 173, SET IN THE TOP OF THE WEST END OF
 GB0247'THE NORTH CONCRETE HEADWALL OF A 30 INCH PIPE CULVERT, 14 FEET (4.3 M)
 GB0247'NORTH OF THE NORTH RAIL AND ABOUT 7 FEET (2.1 M) BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0342 ***********************************************************************
 GB0342  DESIGNATION -  N 205
 GB0342  PID         -  GB0342
 GB0342  STATE/COUNTY-  KY/MCCREARY
 GB0342  USGS QUAD   -  WIBORG (1981)
 GB0342
 GB0342                         *CURRENT SURVEY CONTROL
 GB0342  ___________________________________________________________________
 GB0342* NAD 83(1986)-  36 51 12.     (N)    084 26 44.     (W)     SCALED    
 GB0342* NAVD 88     -       416.648  (meters)    1366.95   (feet)  ADJUSTED  
 GB0342  ___________________________________________________________________
 GB0342  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GB0342  DYNAMIC HT  -         416.321 (meters)    1365.88  (feet)  COMP
 GB0342  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 GB0342
 GB0342  VERT ORDER  -  SECOND    CLASS 0
 GB0342
 GB0342.The horizontal coordinates were scaled from a topographic map and have
 GB0342.an estimated accuracy of +/- 6 seconds.
 GB0342
 GB0342.The orthometric height was determined by differential leveling
 GB0342.and adjusted by the National Geodetic Survey in June 1991..
 GB0342
 GB0342.The geoid height was determined by GEOID03.
 GB0342
 GB0342.The dynamic height is computed by dividing the NAVD 88
 GB0342.geopotential number by the normal gravity value computed on the
 GB0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0342.degrees latitude (g = 980.6199 gals.).
 GB0342
 GB0342.The modeled gravity was interpolated from observed gravity values.
 GB0342
 GB0342;                    North         East    Units  Estimated Accuracy
 GB0342;SPC KY1Z     - 1,058,530.    1,616,340.      MT  (+/- 180 meters Scaled)
 GB0342
 GB0342                          SUPERSEDED SURVEY CONTROL
 GB0342
 GB0342  NGVD 29 (??/??/92)  416.799  (m)         1367.45   (f) ADJ UNCH    2 0
 GB0342
 GB0342.Superseded values are not recommended for survey control.
 GB0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0342.See file dsdata.txt to determine how the superseded data were derived.
 GB0342
 GB0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF277816(NAD 83)
 GB0342_MARKER: DB = BENCH MARK DISK
 GB0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0342_STAMPING: N 205 1950 1367.448
 GB0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0342+STABILITY: SURFACE MOTION
 GB0342
 GB0342  HISTORY     - Date     Condition        Report By
 GB0342  HISTORY     - 1950     MONUMENTED       CGS
 GB0342  HISTORY     - 1957     GOOD             NGS
 GB0342
 GB0342                          STATION DESCRIPTION
 GB0342
 GB0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0342'3.2 MI E FROM PARKERS LAKE.
 GB0342'3.2 MILES EAST ALONG STATE HIGHWAY 90 FROM THE JUNCTION OF U.S.
 GB0342'HIGHWAY 27 AT PARKERS LAKE, ON THE WEST SLOPE 0.75 MILE WEST
 GB0342'OF THE TOP OF GRADE, AT THE JUNCTION OF A NEW GRAVEL ROAD
 GB0342'NORTH LEADING TO CUMBERLAND LAKE, 39 FEET EAST OF THE CENTER
 GB0342'LINE OF GRAVEL ROAD NORTH, 28 FEET NORTH OF THE CENTER LINE OF
 GB0342'HIGHWAY 13.5 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 65, ABOUT
 GB0342'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2946 ***********************************************************************
 GA2946  DESIGNATION -  N 206
 GA2946  PID         -  GA2946
 GA2946  STATE/COUNTY-  KY/WHITLEY
 GA2946  USGS QUAD   -  FRAKES (1952)
 GA2946
 GA2946                         *CURRENT SURVEY CONTROL
 GA2946  ___________________________________________________________________
 GA2946* NAD 83(1986)-  36 40 45.     (N)    083 56 23.     (W)     SCALED    
 GA2946* NAVD 88     -       305.767  (meters)    1003.17   (feet)  ADJUSTED  
 GA2946  ___________________________________________________________________
 GA2946  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GA2946  DYNAMIC HT  -         305.502 (meters)    1002.30  (feet)  COMP
 GA2946  MODELED GRAV-     979,755.3   (mgal)                       NAVD 88
 GA2946
 GA2946  VERT ORDER  -  SECOND    CLASS 0
 GA2946
 GA2946.The horizontal coordinates were scaled from a topographic map and have
 GA2946.an estimated accuracy of +/- 6 seconds.
 GA2946
 GA2946.The orthometric height was determined by differential leveling
 GA2946.and adjusted by the National Geodetic Survey in June 1991..
 GA2946
 GA2946.The geoid height was determined by GEOID03.
 GA2946
 GA2946.The dynamic height is computed by dividing the NAVD 88
 GA2946.geopotential number by the normal gravity value computed on the
 GA2946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2946.degrees latitude (g = 980.6199 gals.).
 GA2946
 GA2946.The modeled gravity was interpolated from observed gravity values.
 GA2946
 GA2946;                    North         East    Units  Estimated Accuracy
 GA2946;SPC KY1Z     - 1,039,950.    1,661,820.      MT  (+/- 180 meters Scaled)
 GA2946
 GA2946                          SUPERSEDED SURVEY CONTROL
 GA2946
 GA2946  NGVD 29 (??/??/92)  305.910  (m)         1003.64   (f) ADJ UNCH    2 0
 GA2946
 GA2946.Superseded values are not recommended for survey control.
 GA2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2946.See file dsdata.txt to determine how the superseded data were derived.
 GA2946
 GA2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA373633(NAD 83)
 GA2946_MARKER: DB = BENCH MARK DISK
 GA2946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2946_SP_SET: CULVERT
 GA2946_STAMPING: N 206 1950 1003.640
 GA2946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2946
 GA2946  HISTORY     - Date     Condition        Report By
 GA2946  HISTORY     - 1950     MONUMENTED       CGS
 GA2946  HISTORY     - 1957     GOOD             NGS
 GA2946
 GA2946                          STATION DESCRIPTION
 GA2946
 GA2946'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2946'1.6 MI E FROM SILER.
 GA2946'1.6 MILES EAST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE AT
 GA2946'SILER, AT THE BOTTOM OF A GRADE, SET IN THE TOP OF THE WEST END
 GA2946'OF THE NORTH HEAD WALL OF A 2 1/2-FOOT CONCRETE CULVERT, 25 FEET
 GA2946'NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 5 FEET BELOW
 GA2946'THE HIGHWAY.
 GA2946
 GA2946                          STATION RECOVERY (1957)
 GA2946
 GA2946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2931 ***********************************************************************
 GA2931  DESIGNATION -  N 207
 GA2931  PID         -  GA2931
 GA2931  STATE/COUNTY-  KY/KNOX
 GA2931  USGS QUAD   -  ARTEMUS (1974)
 GA2931
 GA2931                         *CURRENT SURVEY CONTROL
 GA2931  ___________________________________________________________________
 GA2931* NAD 83(1986)-  36 45 16.     (N)    083 49 13.     (W)     SCALED    
 GA2931* NAVD 88     -       314.936  (meters)    1033.25   (feet)  ADJUSTED  
 GA2931  ___________________________________________________________________
 GA2931  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GA2931  DYNAMIC HT  -         314.669 (meters)    1032.38  (feet)  COMP
 GA2931  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 GA2931
 GA2931  VERT ORDER  -  SECOND    CLASS 0
 GA2931
 GA2931.The horizontal coordinates were scaled from a topographic map and have
 GA2931.an estimated accuracy of +/- 6 seconds.
 GA2931
 GA2931.The orthometric height was determined by differential leveling
 GA2931.and adjusted by the National Geodetic Survey in June 1991..
 GA2931
 GA2931.The geoid height was determined by GEOID03.
 GA2931
 GA2931.The dynamic height is computed by dividing the NAVD 88
 GA2931.geopotential number by the normal gravity value computed on the
 GA2931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2931.degrees latitude (g = 980.6199 gals.).
 GA2931
 GA2931.The modeled gravity was interpolated from observed gravity values.
 GA2931
 GA2931;                    North         East    Units  Estimated Accuracy
 GA2931;SPC KY1Z     - 1,048,520.    1,672,320.      MT  (+/- 180 meters Scaled)
 GA2931
 GA2931                          SUPERSEDED SURVEY CONTROL
 GA2931
 GA2931  NGVD 29 (??/??/92)  315.089  (m)         1033.75   (f) ADJ UNCH    2 0
 GA2931
 GA2931.Superseded values are not recommended for survey control.
 GA2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2931.See file dsdata.txt to determine how the superseded data were derived.
 GA2931
 GA2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA482713(NAD 83)
 GA2931_MARKER: DB = BENCH MARK DISK
 GA2931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2931_SP_SET: CULVERT
 GA2931_STAMPING: N 207 1950 1033.754
 GA2931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2931+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 GA2931
 GA2931  HISTORY     - Date     Condition        Report By
 GA2931  HISTORY     - 1950     MONUMENTED       CGS
 GA2931  HISTORY     - 1957     GOOD             NGS
 GA2931  HISTORY     - 20020806 GOOD             KYDT
 GA2931
 GA2931                          STATION DESCRIPTION
 GA2931
 GA2931'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GA2931'2 MI NE FROM KAYJAY.
 GA2931'1.95 MILES NORTHEAST ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT
 GA2931'KAYJAY, ABOUT 10 YARDS NORTHEAST OF THE NORTHEAST END OF A ROCK
 GA2931'BENCH CUT, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GA2931'HEAD WALL OF AN 8-FOOT CONCRETE CULVERT FOR A CREEK BRANCH, 17
 GA2931'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET
 GA2931'BELOW THE HIGHWAY.
 GA2931
 GA2931                          STATION RECOVERY (1957)
 GA2931
 GA2931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2931'RECOVERED IN GOOD CONDITION.
 GA2931
 GA2931                          STATION RECOVERY (2002)
 GA2931
 GA2931'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2002 (RDH)
 GA2931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2897 ***********************************************************************
 GA2897  DESIGNATION -  N 208
 GA2897  PID         -  GA2897
 GA2897  STATE/COUNTY-  KY/KNOX
 GA2897  USGS QUAD   -  HEIDRICK (1974)
 GA2897
 GA2897                         *CURRENT SURVEY CONTROL
 GA2897  ___________________________________________________________________
 GA2897* NAD 83(1986)-  36 52 42.     (N)    083 56 13.     (W)     SCALED    
 GA2897* NAVD 88     -       352.733  (meters)    1157.26   (feet)  ADJUSTED  
 GA2897  ___________________________________________________________________
 GA2897  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GA2897  DYNAMIC HT  -         352.443 (meters)    1156.31  (feet)  COMP
 GA2897  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GA2897
 GA2897  VERT ORDER  -  SECOND    CLASS 0
 GA2897
 GA2897.The horizontal coordinates were scaled from a topographic map and have
 GA2897.an estimated accuracy of +/- 6 seconds.
 GA2897
 GA2897.The orthometric height was determined by differential leveling
 GA2897.and adjusted by the National Geodetic Survey in June 1991..
 GA2897
 GA2897.The geoid height was determined by GEOID03.
 GA2897
 GA2897.The dynamic height is computed by dividing the NAVD 88
 GA2897.geopotential number by the normal gravity value computed on the
 GA2897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2897.degrees latitude (g = 980.6199 gals.).
 GA2897
 GA2897.The modeled gravity was interpolated from observed gravity values.
 GA2897
 GA2897;                    North         East    Units  Estimated Accuracy
 GA2897;SPC KY1Z     - 1,062,060.    1,661,640.      MT  (+/- 180 meters Scaled)
 GA2897
 GA2897                          SUPERSEDED SURVEY CONTROL
 GA2897
 GA2897  NGVD 29 (??/??/92)  352.888  (m)         1157.77   (f) ADJ UNCH    2 0
 GA2897
 GA2897.Superseded values are not recommended for survey control.
 GA2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2897.See file dsdata.txt to determine how the superseded data were derived.
 GA2897
 GA2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA382854(NAD 83)
 GA2897_MARKER: DB = BENCH MARK DISK
 GA2897_SETTING: 66 = SET IN ROCK OUTCROP
 GA2897_SP_SET: OUTCROP
 GA2897_STAMPING: N 208 1951 1157.767
 GA2897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2897+STABILITY: POSITION/ELEVATION WELL
 GA2897
 GA2897  HISTORY     - Date     Condition        Report By
 GA2897  HISTORY     - 1951     MONUMENTED       CGS
 GA2897  HISTORY     - 1957     GOOD             NGS
 GA2897
 GA2897                          STATION DESCRIPTION
 GA2897
 GA2897'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2897'3.6 MI W FROM BARBOURVILLE.
 GA2897'3.55 MILES WEST ALONG STATE HIGHWAY 6 FROM THE COURT HOUSE AT
 GA2897'BARBOURVILLE, ABOUT 0.4 MILE EAST OF THE TOP OF PAINT HILL
 GA2897'GRADE, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING WEST
 GA2897'AND SOUTH, SET VERTICALLY IN FACE OF A LAYER OF ROCK PROJECTING
 GA2897'OUT OF CUT BANK, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GA2897'HIGHWAY, AND ABOUT 2 1/2 FEET ABOVE THE HIGHWAY.
 GA2897
 GA2897                          STATION RECOVERY (1957)
 GA2897
 GA2897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2984 ***********************************************************************
 GA2984  DESIGNATION -  N 209
 GA2984  PID         -  GA2984
 GA2984  STATE/COUNTY-  KY/BELL
 GA2984  USGS QUAD   -  MIDDLESBORO NORTH (1974)
 GA2984
 GA2984                         *CURRENT SURVEY CONTROL
 GA2984  ___________________________________________________________________
 GA2984* NAD 83(1986)-  36 43 48.     (N)    083 43 34.     (W)     SCALED    
 GA2984* NAVD 88     -       339.790  (meters)    1114.79   (feet)  ADJUSTED  
 GA2984  ___________________________________________________________________
 GA2984  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GA2984  DYNAMIC HT  -         339.499 (meters)    1113.84  (feet)  COMP
 GA2984  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 GA2984
 GA2984  VERT ORDER  -  SECOND    CLASS 0
 GA2984
 GA2984.The horizontal coordinates were scaled from a topographic map and have
 GA2984.an estimated accuracy of +/- 6 seconds.
 GA2984
 GA2984.The orthometric height was determined by differential leveling
 GA2984.and adjusted by the National Geodetic Survey in June 1991..
 GA2984
 GA2984.The geoid height was determined by GEOID03.
 GA2984
 GA2984.The dynamic height is computed by dividing the NAVD 88
 GA2984.geopotential number by the normal gravity value computed on the
 GA2984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2984.degrees latitude (g = 980.6199 gals.).
 GA2984
 GA2984.The modeled gravity was interpolated from observed gravity values.
 GA2984
 GA2984;                    North         East    Units  Estimated Accuracy
 GA2984;SPC KY1Z     - 1,045,990.    1,680,790.      MT  (+/- 180 meters Scaled)
 GA2984
 GA2984                          SUPERSEDED SURVEY CONTROL
 GA2984
 GA2984  NGVD 29 (??/??/92)  339.936  (m)         1115.27   (f) ADJ UNCH    2 0
 GA2984
 GA2984.Superseded values are not recommended for survey control.
 GA2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2984.See file dsdata.txt to determine how the superseded data were derived.
 GA2984
 GA2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA565683(NAD 83)
 GA2984_MARKER: DB = BENCH MARK DISK
 GA2984_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2984_SP_SET: ABUTMENT
 GA2984_STAMPING: N 209 1951 1115.273
 GA2984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2984
 GA2984  HISTORY     - Date     Condition        Report By
 GA2984  HISTORY     - 1951     MONUMENTED       CGS
 GA2984  HISTORY     - 1957     GOOD             NGS
 GA2984
 GA2984                          STATION DESCRIPTION
 GA2984
 GA2984'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2984'3.4 MI SW FROM PINEVILLE.
 GA2984'1.3 MILES SOUTH ALONG U.S. HIGHWAY 25E FROM THE COURT HOUSE AT
 GA2984'PINEVILLE, THENCE ABOUT 2.25 MILES SOUTHWEST ALONG THE CHENOA
 GA2984'BRANCH OF THE LOUISVILLE AND NASHVILLE RAILROAD, ABOUT 0.3 MILE
 GA2984'NORTHEAST OF CLEAR CREEK MOUNTAIN PREACHERS BIBLE SCHOOL AT CLEAR
 GA2984'CREEK SPRINGS, 13 YARDS NORTH OF MILE POST 207, SET IN THE TOP
 GA2984'OF THE WEST END OF THE THIRD LAYER FROM THE TOP OF STONE MASONRY
 GA2984'SOUTH ABUTMENT OF BRIDGE NO. 3 OVER CLEAR CREEK, 8.3 FEET WEST
 GA2984'OF THE WEST RAIL, 0.6 FOOT EAST OF THE WEST END OF THIRD LAYER OF
 GA2984'STONE MASONRY AND ABOUT 3 FEET BELOW THE TRACK.
 GA2984
 GA2984                          STATION RECOVERY (1957)
 GA2984
 GA2984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA2984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5295 ***********************************************************************
 DG5295  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5295  DESIGNATION -  N 20X
 DG5295  PID         -  DG5295
 DG5295  STATE/COUNTY-  KY/CALLOWAY
 DG5295  USGS QUAD   -  LYNN GROVE (1981)
 DG5295
 DG5295                         *CURRENT SURVEY CONTROL
 DG5295  ___________________________________________________________________
 DG5295* NAD 83(1993)-  36 36 07.90190(N)    088 22 40.08774(W)     ADJUSTED  
 DG5295* NAVD 88     -       169.71   (meters)     556.8    (feet)  GPS OBS   
 DG5295  ___________________________________________________________________
 DG5295  X           -     145,127.092 (meters)                     COMP
 DG5295  Y           -  -5,124,496.936 (meters)                     COMP
 DG5295  Z           -   3,782,128.827 (meters)                     COMP
 DG5295  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 DG5295  ELLIP HEIGHT-         141.15  (meters)          (04/05/04) GPS OBS
 DG5295  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DG5295
 DG5295  HORZ ORDER  -  B
 DG5295  ELLP ORDER  -  FOURTH    CLASS II
 DG5295
 DG5295.The horizontal coordinates were established by GPS observations
 DG5295.and adjusted by the National Geodetic Survey in April 2004..
 DG5295
 DG5295.The orthometric height was determined by GPS observations and a
 DG5295.high-resolution geoid model using precise GPS observation and
 DG5295.processing techniques. It supersedes the leveled height previously
 DG5295.determined for this station.
 DG5295
 DG5295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5295
 DG5295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5295
 DG5295.The ellipsoidal height was determined by GPS observations
 DG5295.and is referenced to NAD 83.
 DG5295
 DG5295.The geoid height was determined by GEOID03.
 DG5295
 DG5295;                    North         East     Units Scale Factor Converg.
 DG5295;SPC KY1Z     - 1,033,151.640 1,264,877.915   MT  1.00014981   -1 36 48.1
 DG5295;SPC KY1Z     - 3,389,598.34  4,149,853.63   sFT  1.00014981   -1 36 48.1
 DG5295;SPC KY S     -   533,106.477   264,906.176   MT  1.00002639   -1 35 37.2
 DG5295;SPC KY S     - 1,749,033.50    869,113.01   sFT  1.00002639   -1 35 37.2
 DG5295;UTM  16      - 4,051,627.600   376,769.443   MT  0.99978709   -0 49 17.9
 DG5295
 DG5295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5295!SPC KY1Z     -   0.99997785  x   1.00014981  =   1.00012766
 DG5295!SPC KY S     -   0.99997785  x   1.00002639  =   1.00000424
 DG5295!UTM  16      -   0.99997785  x   0.99978709  =   0.99976494
 DG5295
 DG5295                          SUPERSEDED SURVEY CONTROL
 DG5295
 DG5295  NAVD 88 (04/05/04)  169.66   (m)          556.6    (f) LEVELING    3  
 DG5295
 DG5295.Superseded values are not recommended for survey control.
 DG5295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5295.See file dsdata.txt to determine how the superseded data were derived.
 DG5295
 DG5295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF7676951628(NAD 83)
 DG5295_MARKER: F = FLANGE-ENCASED ROD
 DG5295_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5295+WITH SETTING: INFORMATION.
 DG5295_STAMPING: N20X 2002
 DG5295_MARK LOGO: USACE 
 DG5295_PROJECTION: RECESSED 15 CENTIMETERS
 DG5295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5295+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 DG5295_ROD/PIPE-DEPTH:  2.1 meters
 DG5295
 DG5295  HISTORY     - Date     Condition        Report By
 DG5295  HISTORY     - 20020717 MONUMENTED       EMCINC
 DG5295
 DG5295                          STATION DESCRIPTION
 DG5295
 DG5295'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5295'THE MARK IS LOCATED 5.6 KM (3.5 MI.) WEST OF MURRAY, KY.
 DG5295' 
 DG5295'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HWY. 641 AND S.R. 94
 DG5295'IN MURRAY, KY. GO WEST ON S.R. 94 5.65 KM (3.5 MI.) TO THE MARK ON THE
 DG5295'RIGHT IN A PASTURE.
 DG5295' 
 DG5295'THE MARK IS 18.6 M (61.0 FT.) NORTH OF THE CENTERLINE OF S.R. 94, 32.0
 DG5295'M (105.0 FT.) NORTH OF BENCHMARK N20 (1934), 13.0 M (42.6 FT.)
 DG5295'NORTHWEST OF A FIRE HYDRANT AND 1.0 M (3.3 FT.) SOUTH OF A CARSONITE
 DG5295'WITNESS POST.
 DG5295' 
 DG5295'THE MARK IS A MEMPHIS DIST. C.O.E. (TYPE F MONUMENT) ALUMINUM CAP SET
 DG5295'ON A 7.0 FT. ALUMINUM ROD RECESSED 0.15 M (0.5 FT.) BELOW GROUND.
 DG5295' 
 DG5295'MARK IS STAMPED ... N20X 2002
 DG5295' 
 DG5295'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3004 ***********************************************************************
 GA3004  DESIGNATION -  N 210
 GA3004  PID         -  GA3004
 GA3004  STATE/COUNTY-  KY/WHITLEY
 GA3004  USGS QUAD   -  EAGAN (1953)
 GA3004
 GA3004                         *CURRENT SURVEY CONTROL
 GA3004  ___________________________________________________________________
 GA3004* NAD 83(1986)-  36 36 41.     (N)    083 55 47.     (W)     SCALED    
 GA3004* NAVD 88     -       453.799  (meters)    1488.84   (feet)  ADJUSTED  
 GA3004  ___________________________________________________________________
 GA3004  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GA3004  DYNAMIC HT  -         453.402 (meters)    1487.54  (feet)  COMP
 GA3004  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 GA3004
 GA3004  VERT ORDER  -  SECOND    CLASS 0
 GA3004
 GA3004.The horizontal coordinates were scaled from a topographic map and have
 GA3004.an estimated accuracy of +/- 6 seconds.
 GA3004
 GA3004.The orthometric height was determined by differential leveling
 GA3004.and adjusted by the National Geodetic Survey in June 1991..
 GA3004
 GA3004.The geoid height was determined by GEOID03.
 GA3004
 GA3004.The dynamic height is computed by dividing the NAVD 88
 GA3004.geopotential number by the normal gravity value computed on the
 GA3004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3004.degrees latitude (g = 980.6199 gals.).
 GA3004
 GA3004.The modeled gravity was interpolated from observed gravity values.
 GA3004
 GA3004;                    North         East    Units  Estimated Accuracy
 GA3004;SPC KY1Z     - 1,032,450.    1,662,860.      MT  (+/- 180 meters Scaled)
 GA3004
 GA3004                          SUPERSEDED SURVEY CONTROL
 GA3004
 GA3004  NGVD 29 (??/??/92)  453.932  (m)         1489.28   (f) ADJ UNCH    2 0
 GA3004
 GA3004.Superseded values are not recommended for survey control.
 GA3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3004.See file dsdata.txt to determine how the superseded data were derived.
 GA3004
 GA3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA379557(NAD 83)
 GA3004_MARKER: DB = BENCH MARK DISK
 GA3004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3004_STAMPING: N 210 1951 1489.275
 GA3004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3004+STABILITY: SURFACE MOTION
 GA3004
 GA3004  HISTORY     - Date     Condition        Report By
 GA3004  HISTORY     - 1951     MONUMENTED       CGS
 GA3004  HISTORY     - 1957     GOOD             NGS
 GA3004
 GA3004                          STATION DESCRIPTION
 GA3004
 GA3004'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA3004'2.9 MI SW FROM FRAKES.
 GA3004'2.9 MILES SOUTHWEST ALONG STATE HIGHWAYS 190 AND 204 FROM THE
 GA3004'POST OFFICE AT FRAKES, ABOUT 1.8 MILES NORTH OF THE INTERSECTION
 GA3004'OF THE TENNESSEE-KENTUCKY STATE LINE, ABOUT 100 YARDS NORTH OF
 GA3004'THE TOP OF A GRADE, 27 FEET EAST OF THE CENTER LINE OF THE
 GA3004'HIGHWAY, 3.3 FEET SOUTHEAST OF A POWER POLE, ABOUT 3 1/2 FEET
 GA3004'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA3004'2 INCHES.
 GA3004
 GA3004                          STATION RECOVERY (1957)
 GA3004
 GA3004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA3004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0939 ***********************************************************************
 GZ0939  DESIGNATION -  N 211
 GZ0939  PID         -  GZ0939
 GZ0939  STATE/COUNTY-  KY/CASEY
 GZ0939  USGS QUAD   -  LIBERTY (1979)
 GZ0939
 GZ0939                         *CURRENT SURVEY CONTROL
 GZ0939  ___________________________________________________________________
 GZ0939* NAD 83(1986)-  37 21 51.     (N)    084 57 43.     (W)     SCALED    
 GZ0939* NAVD 88     -       292.764  (meters)     960.51   (feet)  ADJUSTED  
 GZ0939  ___________________________________________________________________
 GZ0939  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GZ0939  DYNAMIC HT  -         292.531 (meters)     959.75  (feet)  COMP
 GZ0939  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 GZ0939
 GZ0939  VERT ORDER  -  SECOND    CLASS 0
 GZ0939
 GZ0939.The horizontal coordinates were scaled from a topographic map and have
 GZ0939.an estimated accuracy of +/- 6 seconds.
 GZ0939
 GZ0939.The orthometric height was determined by differential leveling
 GZ0939.and adjusted by the National Geodetic Survey in June 1991..
 GZ0939
 GZ0939.The geoid height was determined by GEOID03.
 GZ0939
 GZ0939.The dynamic height is computed by dividing the NAVD 88
 GZ0939.geopotential number by the normal gravity value computed on the
 GZ0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0939.degrees latitude (g = 980.6199 gals.).
 GZ0939
 GZ0939.The modeled gravity was interpolated from observed gravity values.
 GZ0939
 GZ0939;                    North         East    Units  Estimated Accuracy
 GZ0939;SPC KY1Z     - 1,114,700.    1,569,810.      MT  (+/- 180 meters Scaled)
 GZ0939
 GZ0939                          SUPERSEDED SURVEY CONTROL
 GZ0939
 GZ0939  NGVD 29 (??/??/92)  292.900  (m)          960.96   (f) ADJ UNCH    2 0
 GZ0939
 GZ0939.Superseded values are not recommended for survey control.
 GZ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0939.See file dsdata.txt to determine how the superseded data were derived.
 GZ0939
 GZ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG804372(NAD 83)
 GZ0939_MARKER: DB = BENCH MARK DISK
 GZ0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ0939_SP_SET: CULVERT
 GZ0939_STAMPING: N 211 1951 2960.956
 GZ0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ0939
 GZ0939  HISTORY     - Date     Condition        Report By
 GZ0939  HISTORY     - 1951     MONUMENTED       CGS
 GZ0939  HISTORY     - 1958     GOOD             NGS
 GZ0939
 GZ0939                          STATION DESCRIPTION
 GZ0939
 GZ0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0939'4.4 MI NW FROM LIBERTY.
 GZ0939'ABOUT 4.35 MILES NORTHWEST ALONG STATE HIGHWAY 49 FROM THE COURT
 GZ0939'HOUSE AT LIBERTY, SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD
 GZ0939'WALL OF A LOW 6-FOOT CONCRETE CULVERT, 30 FEET WEST OF THE CENTER
 GZ0939'LINE OF THE HIGHWAY, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 GZ0939'EXTENDING NORTH AND SOUTHEAST, AND ABOUT 5 1/2 FEET BELOW THE
 GZ0939'HIGHWAY.  NOTE-- THE MARK IS IN THE TOP OF A SKEW CULVERT AND AT A
 GZ0939'GAS LINE CROSSING.
 GZ0939
 GZ0939                          STATION RECOVERY (1958)
 GZ0939
 GZ0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1406 ***********************************************************************
 GZ1406  DESIGNATION -  N 212
 GZ1406  PID         -  GZ1406
 GZ1406  STATE/COUNTY-  KY/MARION
 GZ1406  USGS QUAD   -  GRAVEL SWITCH (1953)
 GZ1406
 GZ1406                         *CURRENT SURVEY CONTROL
 GZ1406  ___________________________________________________________________
 GZ1406* NAD 83(1986)-  37 32 30.     (N)    085 06 57.     (W)     SCALED    
 GZ1406* NAVD 88     -       235.893  (meters)     773.93   (feet)  ADJUSTED  
 GZ1406  ___________________________________________________________________
 GZ1406  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GZ1406  DYNAMIC HT  -         235.706 (meters)     773.31  (feet)  COMP
 GZ1406  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 GZ1406
 GZ1406  VERT ORDER  -  SECOND    CLASS 0
 GZ1406
 GZ1406.The horizontal coordinates were scaled from a topographic map and have
 GZ1406.an estimated accuracy of +/- 6 seconds.
 GZ1406
 GZ1406.The orthometric height was determined by differential leveling
 GZ1406.and adjusted by the National Geodetic Survey in June 1991..
 GZ1406
 GZ1406.The geoid height was determined by GEOID03.
 GZ1406
 GZ1406.The dynamic height is computed by dividing the NAVD 88
 GZ1406.geopotential number by the normal gravity value computed on the
 GZ1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1406.degrees latitude (g = 980.6199 gals.).
 GZ1406
 GZ1406.The modeled gravity was interpolated from observed gravity values.
 GZ1406
 GZ1406;                    North         East    Units  Estimated Accuracy
 GZ1406;SPC KY1Z     - 1,134,300.    1,556,040.      MT  (+/- 180 meters Scaled)
 GZ1406
 GZ1406                          SUPERSEDED SURVEY CONTROL
 GZ1406
 GZ1406  NGVD 29 (??/??/92)  236.031  (m)          774.38   (f) ADJ UNCH    2 0
 GZ1406
 GZ1406.Superseded values are not recommended for survey control.
 GZ1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1406.See file dsdata.txt to determine how the superseded data were derived.
 GZ1406
 GZ1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG664566(NAD 83)
 GZ1406_MARKER: DB = BENCH MARK DISK
 GZ1406_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1406_SP_SET: ROCK CLIFF
 GZ1406_STAMPING: N 212 1951 774.378
 GZ1406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1406+STABILITY: POSITION/ELEVATION WELL
 GZ1406
 GZ1406  HISTORY     - Date     Condition        Report By
 GZ1406  HISTORY     - 1951     MONUMENTED       CGS
 GZ1406  HISTORY     - 1958     GOOD             NGS
 GZ1406
 GZ1406                          STATION DESCRIPTION
 GZ1406
 GZ1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1406'2.4 MI SW FROM RILEY.
 GZ1406'ABOUT 1.45 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GZ1406'FROM THE ROAD CROSSING AND POST OFFICE AT RILEY, THENCE ABOUT 0.95
 GZ1406'MILE SOUTH ALONG A NARROW GRAVEL ROAD, ABOUT 0.7 MILE SOUTH OF
 GZ1406'SILOAM METHODIST CHURCH, 55 FEET SOUTHWEST AND ACROSS A CREEK
 GZ1406'BRANCH FROM THE CENTER LINE OF THE ROAD, 65 FEET SOUTH OF THE
 GZ1406'CENTER OF POINT WHERE ROAD FORDS CREEK BRANCH, ABOUT 8 YARDS WEST
 GZ1406'OF THE CENTER OF CREEK BRANCH AT OUTSIDE OF A CURVE IN CREEK WITH
 GZ1406'TANGENTS EXTENDING NORTH AND SOUTHEAST, SET VERTICALLY ABOUT
 GZ1406'3 FEET ABOVE BOTTOM OF CREEK BED IN THE VERTICAL FACE OF A LONG
 GZ1406'LOW ROCK CLIFF, ABOUT 20 YARDS SOUTHEAST OF THE NORTHWEST END OF
 GZ1406'ROCK CLIFF AND ABOUT LEVEL WITH ROAD.
 GZ1406
 GZ1406                          STATION RECOVERY (1958)
 GZ1406
 GZ1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0751 ***********************************************************************
 GZ0751  DESIGNATION -  N 213
 GZ0751  PID         -  GZ0751
 GZ0751  STATE/COUNTY-  KY/CASEY
 GZ0751  USGS QUAD   -  HUSTONVILLE (1979)
 GZ0751
 GZ0751                         *CURRENT SURVEY CONTROL
 GZ0751  ___________________________________________________________________
 GZ0751* NAD 83(1986)-  37 29 13.     (N)    084 52 16.     (W)     SCALED    
 GZ0751* NAVD 88     -       330.541  (meters)    1084.45   (feet)  ADJUSTED  
 GZ0751  ___________________________________________________________________
 GZ0751  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GZ0751  DYNAMIC HT  -         330.282 (meters)    1083.60  (feet)  COMP
 GZ0751  MODELED GRAV-     979,837.6   (mgal)                       NAVD 88
 GZ0751
 GZ0751  VERT ORDER  -  SECOND    CLASS 0
 GZ0751
 GZ0751.The horizontal coordinates were scaled from a topographic map and have
 GZ0751.an estimated accuracy of +/- 6 seconds.
 GZ0751
 GZ0751.The orthometric height was determined by differential leveling
 GZ0751.and adjusted by the National Geodetic Survey in June 1991..
 GZ0751
 GZ0751.The geoid height was determined by GEOID03.
 GZ0751
 GZ0751.The dynamic height is computed by dividing the NAVD 88
 GZ0751.geopotential number by the normal gravity value computed on the
 GZ0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0751.degrees latitude (g = 980.6199 gals.).
 GZ0751
 GZ0751.The modeled gravity was interpolated from observed gravity values.
 GZ0751
 GZ0751;                    North         East    Units  Estimated Accuracy
 GZ0751;SPC KY1Z     - 1,128,400.    1,577,720.      MT  (+/- 180 meters Scaled)
 GZ0751
 GZ0751                          SUPERSEDED SURVEY CONTROL
 GZ0751
 GZ0751  NGVD 29 (??/??/92)  330.675  (m)         1084.89   (f) ADJ UNCH    2 0
 GZ0751
 GZ0751.Superseded values are not recommended for survey control.
 GZ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0751.See file dsdata.txt to determine how the superseded data were derived.
 GZ0751
 GZ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG882510(NAD 83)
 GZ0751_MARKER: DB = BENCH MARK DISK
 GZ0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0751_STAMPING: N 213 1951 1084.890
 GZ0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0751+STABILITY: SURFACE MOTION
 GZ0751
 GZ0751  HISTORY     - Date     Condition        Report By
 GZ0751  HISTORY     - 1951     MONUMENTED       CGS
 GZ0751  HISTORY     - 1958     GOOD             NGS
 GZ0751
 GZ0751                          STATION DESCRIPTION
 GZ0751
 GZ0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0751'3.6 MI W FROM HUSTONVILLE.
 GZ0751'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 78 FROM THE
 GZ0751'INTERSECTION OF STATE HIGHWAY 35 AT HUSTONVILLE, THENCE ABOUT
 GZ0751'0.7 MILE NORTHWEST AND NORTH ALONG A GRAVEL ROAD, THENCE ABOUT
 GZ0751'1.45 MILES WEST ALONG A GRAVEL ROAD, ABOUT 0.8 MILE WEST OF
 GZ0751'CASEY-LINCOLN COUNTY LINE, AT MAXEY VALLEY CHURCH OF GOD AND
 GZ0751'JUNCTION OF A ROAD NORTHEAST, 92 FEET NORTH OF THE CENTER LINE
 GZ0751'OF ROAD, 85 FEET NORTHWEST OF CENTER LINE OF ROAD NORTHEAST, 24
 GZ0751'FEET SOUTHEAST OF THE NORTHEAST CORNER OF CHURCH, 30 FEET
 GZ0751'NORTHEAST OF THE SOUTHEAST CORNER OF CHURCH, 1 1/2 FEET SOUTH
 GZ0751'OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE ROAD AND
 GZ0751'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 GZ0751
 GZ0751                          STATION RECOVERY (1958)
 GZ0751
 GZ0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1731 ***********************************************************************
 GZ1731  DESIGNATION -  N 214
 GZ1731  PID         -  GZ1731
 GZ1731  STATE/COUNTY-  KY/TAYLOR
 GZ1731  USGS QUAD   -  MANNSVILLE (1970)
 GZ1731
 GZ1731                         *CURRENT SURVEY CONTROL
 GZ1731  ___________________________________________________________________
 GZ1731* NAD 83(1986)-  37 22 17.     (N)    085 11 50.     (W)     SCALED    
 GZ1731* NAVD 88     -       223.404  (meters)     732.95   (feet)  ADJUSTED  
 GZ1731  ___________________________________________________________________
 GZ1731  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GZ1731  DYNAMIC HT  -         223.227 (meters)     732.37  (feet)  COMP
 GZ1731  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 GZ1731
 GZ1731  VERT ORDER  -  SECOND    CLASS 0
 GZ1731
 GZ1731.The horizontal coordinates were scaled from a topographic map and have
 GZ1731.an estimated accuracy of +/- 6 seconds.
 GZ1731
 GZ1731.The orthometric height was determined by differential leveling
 GZ1731.and adjusted by the National Geodetic Survey in June 1991..
 GZ1731
 GZ1731.The geoid height was determined by GEOID03.
 GZ1731
 GZ1731.The dynamic height is computed by dividing the NAVD 88
 GZ1731.geopotential number by the normal gravity value computed on the
 GZ1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1731.degrees latitude (g = 980.6199 gals.).
 GZ1731
 GZ1731.The modeled gravity was interpolated from observed gravity values.
 GZ1731
 GZ1731;                    North         East    Units  Estimated Accuracy
 GZ1731;SPC KY1Z     - 1,115,350.    1,548,960.      MT  (+/- 180 meters Scaled)
 GZ1731
 GZ1731                          SUPERSEDED SURVEY CONTROL
 GZ1731
 GZ1731  NGVD 29 (??/??/92)  223.544  (m)          733.41   (f) ADJ UNCH    2 0
 GZ1731
 GZ1731.Superseded values are not recommended for survey control.
 GZ1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1731.See file dsdata.txt to determine how the superseded data were derived.
 GZ1731
 GZ1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG596375(NAD 83)
 GZ1731_MARKER: DB = BENCH MARK DISK
 GZ1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1731_STAMPING: N 214 1951 733.411
 GZ1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1731+STABILITY: SURFACE MOTION
 GZ1731
 GZ1731  HISTORY     - Date     Condition        Report By
 GZ1731  HISTORY     - 1951     MONUMENTED       CGS
 GZ1731  HISTORY     - 1958     GOOD             NGS
 GZ1731
 GZ1731                          STATION DESCRIPTION
 GZ1731
 GZ1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1731'AT MANNSVILLE.
 GZ1731'AT MANNSVILLE, AT THE JUNCTION OF STATE HIGHWAYS 70 AND 337,
 GZ1731'128 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 26 FEET
 GZ1731'SOUTHEAST OF THE CENTER LINE OF HIGHWAY 70, 31 FEET SOUTHWEST
 GZ1731'OF THE WEST CORNER OF A 2-STORY CONCRETE BLOCK BUILDING, 4 FEET
 GZ1731'SOUTHWEST OF A POWER POLE, 1 FOOT NORTHWEST OF A FENCE LINE,
 GZ1731'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF  CONCRETE POST
 GZ1731'PROJECTING 3 INCHES.
 GZ1731
 GZ1731                          STATION RECOVERY (1958)
 GZ1731
 GZ1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1051 ***********************************************************************
 GZ1051  DESIGNATION -  N 216
 GZ1051  PID         -  GZ1051
 GZ1051  STATE/COUNTY-  KY/PULASKI
 GZ1051  USGS QUAD   -  MINTONVILLE (1976)
 GZ1051
 GZ1051                         *CURRENT SURVEY CONTROL
 GZ1051  ___________________________________________________________________
 GZ1051* NAD 83(1986)-  37 09 27.     (N)    084 49 54.     (W)     SCALED    
 GZ1051* NAVD 88     -       358.211  (meters)    1175.23   (feet)  ADJUSTED  
 GZ1051  ___________________________________________________________________
 GZ1051  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GZ1051  DYNAMIC HT  -         357.914 (meters)    1174.26  (feet)  COMP
 GZ1051  MODELED GRAV-     979,793.4   (mgal)                       NAVD 88
 GZ1051
 GZ1051  VERT ORDER  -  SECOND    CLASS 0
 GZ1051
 GZ1051.The horizontal coordinates were scaled from a topographic map and have
 GZ1051.an estimated accuracy of +/- 6 seconds.
 GZ1051
 GZ1051.The orthometric height was determined by differential leveling
 GZ1051.and adjusted by the National Geodetic Survey in June 1991..
 GZ1051
 GZ1051.The geoid height was determined by GEOID03.
 GZ1051
 GZ1051.The dynamic height is computed by dividing the NAVD 88
 GZ1051.geopotential number by the normal gravity value computed on the
 GZ1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1051.degrees latitude (g = 980.6199 gals.).
 GZ1051
 GZ1051.The modeled gravity was interpolated from observed gravity values.
 GZ1051
 GZ1051;                    North         East    Units  Estimated Accuracy
 GZ1051;SPC KY1Z     - 1,091,870.    1,581,570.      MT  (+/- 180 meters Scaled)
 GZ1051
 GZ1051                          SUPERSEDED SURVEY CONTROL
 GZ1051
 GZ1051  NGVD 29 (??/??/92)  358.332  (m)         1175.63   (f) ADJ UNCH    2 0
 GZ1051
 GZ1051.Superseded values are not recommended for survey control.
 GZ1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1051.See file dsdata.txt to determine how the superseded data were derived.
 GZ1051
 GZ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG925145(NAD 83)
 GZ1051_MARKER: DB = BENCH MARK DISK
 GZ1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1051_STAMPING: N 216 1951 1175.628
 GZ1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1051+STABILITY: SURFACE MOTION
 GZ1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1051+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 GZ1051
 GZ1051  HISTORY     - Date     Condition        Report By
 GZ1051  HISTORY     - 1951     MONUMENTED       CGS
 GZ1051  HISTORY     - 1958     GOOD             NGS
 GZ1051  HISTORY     - 1981     GOOD             KYDT
 GZ1051  HISTORY     - 20050503 GOOD             KYDT
 GZ1051
 GZ1051                          STATION DESCRIPTION
 GZ1051
 GZ1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1051'2.8 MI N FROM CAINS STORE.
 GZ1051'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GZ1051'AT CAINS STORE, THENCE ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD
 GZ1051'LEADING TO MINTONVILLE, ABOUT 2.25 MILES SOUTH OF THE POST OFFICE
 GZ1051'AT MINTONVILLE, AT A FARM GATE INTO A FIELD, ABOUT 110 YARDS
 GZ1051'SOUTHWEST OF A DIM CROSSROAD, 236 FEET NORTH AND ACROSS THE
 GZ1051'ROAD FROM THE NORTH CORNER OF A TAN IMITATION BRICK HOUSE,
 GZ1051'54 FEET SOUTHWEST OF THE NORTHWEST END OF A 24-INCH PIPE CULVERT,
 GZ1051'20 FEET NORTHWEST OF THE CENTER LINE OF ROAD, 11 FEET SOUTHWEST
 GZ1051'OF CENTER OF FARM GATE, 1 1/2 FEET NORTHWEST OF A FENCE LINE,
 GZ1051'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 GZ1051'WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GZ1051'INCHES.
 GZ1051
 GZ1051                          STATION RECOVERY (1958)
 GZ1051
 GZ1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1051'RECOVERED IN GOOD CONDITION.
 GZ1051
 GZ1051                          STATION RECOVERY (1981)
 GZ1051
 GZ1051'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981
 GZ1051'RECOVERED IN GOOD CONDITION.
 GZ1051
 GZ1051                          STATION RECOVERY (2005)
 GZ1051
 GZ1051'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1008 ***********************************************************************
 GZ1008  DESIGNATION -  N 217
 GZ1008  PID         -  GZ1008
 GZ1008  STATE/COUNTY-  KY/PULASKI
 GZ1008  USGS QUAD   -  EUBANK (1976)
 GZ1008
 GZ1008                         *CURRENT SURVEY CONTROL
 GZ1008  ___________________________________________________________________
 GZ1008* NAD 83(1986)-  37 16 14.     (N)    084 40 34.     (W)     SCALED    
 GZ1008* NAVD 88     -       351.470  (meters)    1153.11   (feet)  ADJUSTED  
 GZ1008  ___________________________________________________________________
 GZ1008  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GZ1008  DYNAMIC HT  -         351.191 (meters)    1152.20  (feet)  COMP
 GZ1008  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 GZ1008
 GZ1008  VERT ORDER  -  SECOND    CLASS 0
 GZ1008
 GZ1008.The horizontal coordinates were scaled from a topographic map and have
 GZ1008.an estimated accuracy of +/- 6 seconds.
 GZ1008
 GZ1008.The orthometric height was determined by differential leveling
 GZ1008.and adjusted by the National Geodetic Survey in June 1991..
 GZ1008
 GZ1008.The geoid height was determined by GEOID03.
 GZ1008
 GZ1008.The dynamic height is computed by dividing the NAVD 88
 GZ1008.geopotential number by the normal gravity value computed on the
 GZ1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1008.degrees latitude (g = 980.6199 gals.).
 GZ1008
 GZ1008.The modeled gravity was interpolated from observed gravity values.
 GZ1008
 GZ1008;                    North         East    Units  Estimated Accuracy
 GZ1008;SPC KY1Z     - 1,104,570.    1,595,240.      MT  (+/- 180 meters Scaled)
 GZ1008
 GZ1008                          SUPERSEDED SURVEY CONTROL
 GZ1008
 GZ1008  NGVD 29 (??/??/92)  351.609  (m)         1153.57   (f) ADJ UNCH    2 0
 GZ1008
 GZ1008.Superseded values are not recommended for survey control.
 GZ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1008.See file dsdata.txt to determine how the superseded data were derived.
 GZ1008
 GZ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG060274(NAD 83)
 GZ1008_MARKER: DB = BENCH MARK DISK
 GZ1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1008_STAMPING: N 217 1951 1153.571
 GZ1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1008+STABILITY: SURFACE MOTION
 GZ1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1008+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 GZ1008
 GZ1008  HISTORY     - Date     Condition        Report By
 GZ1008  HISTORY     - 1951     MONUMENTED       CGS
 GZ1008  HISTORY     - 1958     GOOD             NGS
 GZ1008  HISTORY     - 20050510 GOOD             KYDT
 GZ1008
 GZ1008                          STATION DESCRIPTION
 GZ1008
 GZ1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1008'1.3 MI SW FROM EUBANK.
 GZ1008'ABOUT 0.35 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE BAPTIST
 GZ1008'CHURCH AND CEMETERY AT EUBANK, THENCE ABOUT 0.95 MILE WEST ALONG
 GZ1008'A GRAVEL ROAD, NEAR THE PULASKI-LINCOLN COUNTY LINE, ABOUT 0.95
 GZ1008'MILE WEST OF THE OVERPASS OF THE SOUTHERN RAILWAY OVER THE ROAD,
 GZ1008'AT THE RESIDENCE OF EGBERT ADAMS, 54 FEET NORTHEAST AND ACROSS
 GZ1008'A DRIVE FROM THE NORTH CORNER OF THE HOUSE, 28 FEET SOUTHEAST
 GZ1008'OF THE CENTER LINE OF THE ROAD, 31 FEET NORTHEAST OF THE CENTER
 GZ1008'LINE OF DRIVE TO HOUSE, 3 FEET WEST OF A FENCE CORNER, 2 FEET
 GZ1008'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 GZ1008'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1008
 GZ1008                          STATION RECOVERY (1958)
 GZ1008
 GZ1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1008'RECOVERED IN GOOD CONDITION.
 GZ1008
 GZ1008                          STATION RECOVERY (2005)
 GZ1008
 GZ1008'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH)
 GZ1008'MARK IS 1.1 MILE WEST ALONG KY 70 FROM JUNCTION OF KY 1247 AT EUBANK,
 GZ1008'AT A DRIVE TO HOUSE, 18.4 FEET EAST OF EAST END OF PIPE UNDER DRIVE,
 GZ1008'6.5 FEET EAST OF A MULTI-FORKED 8 INCH FLOWERING TREE, 1 FOOT ABOVE
 GZ1008'ROAD.
 GZ1008' 
 GZ1008' 
 GZ1008' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0966 ***********************************************************************
 GZ0966  DESIGNATION -  N 218
 GZ0966  PID         -  GZ0966
 GZ0966  STATE/COUNTY-  KY/CASEY
 GZ0966  USGS QUAD   -  YOSEMITE (1979)
 GZ0966
 GZ0966                         *CURRENT SURVEY CONTROL
 GZ0966  ___________________________________________________________________
 GZ0966* NAD 83(1986)-  37 18 56.     (N)    084 50 09.     (W)     SCALED    
 GZ0966* NAVD 88     -       281.621  (meters)     923.95   (feet)  ADJUSTED  
 GZ0966  ___________________________________________________________________
 GZ0966  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GZ0966  DYNAMIC HT  -         281.396 (meters)     923.21  (feet)  COMP
 GZ0966  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 GZ0966
 GZ0966  VERT ORDER  -  SECOND    CLASS 0
 GZ0966
 GZ0966.The horizontal coordinates were scaled from a topographic map and have
 GZ0966.an estimated accuracy of +/- 6 seconds.
 GZ0966
 GZ0966.The orthometric height was determined by differential leveling
 GZ0966.and adjusted by the National Geodetic Survey in June 1991..
 GZ0966
 GZ0966.The geoid height was determined by GEOID03.
 GZ0966
 GZ0966.The dynamic height is computed by dividing the NAVD 88
 GZ0966.geopotential number by the normal gravity value computed on the
 GZ0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0966.degrees latitude (g = 980.6199 gals.).
 GZ0966
 GZ0966.The modeled gravity was interpolated from observed gravity values.
 GZ0966
 GZ0966;                    North         East    Units  Estimated Accuracy
 GZ0966;SPC KY1Z     - 1,109,410.    1,581,030.      MT  (+/- 180 meters Scaled)
 GZ0966
 GZ0966                          SUPERSEDED SURVEY CONTROL
 GZ0966
 GZ0966  NGVD 29 (??/??/92)  281.754  (m)          924.39   (f) ADJ UNCH    2 0
 GZ0966
 GZ0966.Superseded values are not recommended for survey control.
 GZ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0966.See file dsdata.txt to determine how the superseded data were derived.
 GZ0966
 GZ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG917320(NAD 83)
 GZ0966_MARKER: DB = BENCH MARK DISK
 GZ0966_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GZ0966_SP_SET: BRIDGE
 GZ0966_STAMPING: N 218 1951 924.388
 GZ0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GZ0966
 GZ0966  HISTORY     - Date     Condition        Report By
 GZ0966  HISTORY     - 1951     MONUMENTED       CGS
 GZ0966  HISTORY     - 1958     GOOD             NGS
 GZ0966
 GZ0966                          STATION DESCRIPTION
 GZ0966
 GZ0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0966'2.4 MI SW FROM YOSEMITE.
 GZ0966'ABOUT 1.55 MILES SOUTH ALONG STATE HIGHWAY 70 FROM THE JUNCTION
 GZ0966'OF STATE HIGHWAY 198 AND POST OFFICE AT YOSEMITE, THENCE ABOUT
 GZ0966'0.85 MILE SOUTHWEST ALONG A GRAVEL ROAD, SET IN THE TOP OF THE WEST
 GZ0966'STONE WING WALL OF THE SOUTH ABUTMENT OF A 10-FOOT BRIDGE,
 GZ0966'138 1/2 FEET EAST OF THE EAST CORNER OF M.D. PONDER RESIDENCE, 12
 GZ0966'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF THE
 GZ0966'WEST END OF THE WING WALL AND ABOUT LEVEL WITH THE ROAD.
 GZ0966
 GZ0966                          STATION RECOVERY (1958)
 GZ0966
 GZ0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0728 ***********************************************************************
 GZ0728  DESIGNATION -  N 219
 GZ0728  PID         -  GZ0728
 GZ0728  STATE/COUNTY-  KY/CASEY
 GZ0728  USGS QUAD   -  PHIL (1953)
 GZ0728
 GZ0728                         *CURRENT SURVEY CONTROL
 GZ0728  ___________________________________________________________________
 GZ0728* NAD 83(1986)-  37 07 42.     (N)    084 53 17.     (W)     SCALED    
 GZ0728* NAVD 88     -       349.889  (meters)    1147.93   (feet)  ADJUSTED  
 GZ0728  ___________________________________________________________________
 GZ0728  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GZ0728  DYNAMIC HT  -         349.600 (meters)    1146.98  (feet)  COMP
 GZ0728  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 GZ0728
 GZ0728  VERT ORDER  -  FIRST     CLASS I
 GZ0728
 GZ0728.The horizontal coordinates were scaled from a topographic map and have
 GZ0728.an estimated accuracy of +/- 6 seconds.
 GZ0728
 GZ0728.The orthometric height was determined by differential leveling
 GZ0728.and adjusted by the National Geodetic Survey in June 1991..
 GZ0728
 GZ0728.The geoid height was determined by GEOID03.
 GZ0728
 GZ0728.The dynamic height is computed by dividing the NAVD 88
 GZ0728.geopotential number by the normal gravity value computed on the
 GZ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0728.degrees latitude (g = 980.6199 gals.).
 GZ0728
 GZ0728.The modeled gravity was interpolated from observed gravity values.
 GZ0728
 GZ0728;                    North         East    Units  Estimated Accuracy
 GZ0728;SPC KY1Z     - 1,088,590.    1,576,590.      MT  (+/- 180 meters Scaled)
 GZ0728
 GZ0728                          SUPERSEDED SURVEY CONTROL
 GZ0728
 GZ0728  NGVD 29 (??/??/92)  350.017  (m)         1148.35   (f) ADJ UNCH    1 1
 GZ0728
 GZ0728.Superseded values are not recommended for survey control.
 GZ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0728.See file dsdata.txt to determine how the superseded data were derived.
 GZ0728
 GZ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG876111(NAD 83)
 GZ0728_MARKER: DD = SURVEY DISK
 GZ0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0728_STAMPING: N 219 1951 1148.347
 GZ0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0728+STABILITY: SURFACE MOTION
 GZ0728
 GZ0728  HISTORY     - Date     Condition        Report By
 GZ0728  HISTORY     - 1951     MONUMENTED       CGS
 GZ0728  HISTORY     - 1968     GOOD             NGS
 GZ0728
 GZ0728                          STATION DESCRIPTION
 GZ0728
 GZ0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ0728'2.2 MI W FROM CAINS STORE.
 GZ0728'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GZ0728'AT CAINS STORE, 0.25 MILE WEST OF THE CASEY-PULASKI COUNTY LINE,
 GZ0728'44 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 192 FEET
 GZ0728'SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A
 GZ0728'FRAME HOUSE, 97 FEET EAST OF THE NORTHEAST CORNER OF A LARGE
 GZ0728'BARN, 29 FEET SOUTHEAST OF A POWER POLE, 1.0 FOOT NORTHWEST OF
 GZ0728'A METAL WITNESS PSOT, ABOUT 3 FEET BELOW THE LEVEL OF THE
 GZ0728'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GZ0728'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1129 ***********************************************************************
 GZ1129  DESIGNATION -  N 220
 GZ1129  PID         -  GZ1129
 GZ1129  STATE/COUNTY-  KY/PULASKI
 GZ1129  USGS QUAD   -  DELMER (1973)
 GZ1129
 GZ1129                         *CURRENT SURVEY CONTROL
 GZ1129  ___________________________________________________________________
 GZ1129* NAD 83(1986)-  37 01 17.     (N)    084 44 01.     (W)     SCALED    
 GZ1129* NAVD 88     -       293.888  (meters)     964.20   (feet)  ADJUSTED  
 GZ1129  ___________________________________________________________________
 GZ1129  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GZ1129  DYNAMIC HT  -         293.654 (meters)     963.43  (feet)  COMP
 GZ1129  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 GZ1129
 GZ1129  VERT ORDER  -  SECOND    CLASS 0
 GZ1129
 GZ1129.The horizontal coordinates were scaled from a topographic map and have
 GZ1129.an estimated accuracy of +/- 6 seconds.
 GZ1129
 GZ1129.The orthometric height was determined by differential leveling
 GZ1129.and adjusted by the National Geodetic Survey in June 1991..
 GZ1129
 GZ1129.The geoid height was determined by GEOID03.
 GZ1129
 GZ1129.The dynamic height is computed by dividing the NAVD 88
 GZ1129.geopotential number by the normal gravity value computed on the
 GZ1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1129.degrees latitude (g = 980.6199 gals.).
 GZ1129
 GZ1129.The modeled gravity was interpolated from observed gravity values.
 GZ1129
 GZ1129;                    North         East    Units  Estimated Accuracy
 GZ1129;SPC KY1Z     - 1,076,860.    1,590,450.      MT  (+/- 180 meters Scaled)
 GZ1129
 GZ1129                          SUPERSEDED SURVEY CONTROL
 GZ1129
 GZ1129  NGVD 29 (??/??/92)  294.039  (m)          964.69   (f) ADJ UNCH    2 0
 GZ1129
 GZ1129.Superseded values are not recommended for survey control.
 GZ1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1129.See file dsdata.txt to determine how the superseded data were derived.
 GZ1129
 GZ1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF016996(NAD 83)
 GZ1129_MARKER: DB = BENCH MARK DISK
 GZ1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1129_STAMPING: N 220 1951 964.693
 GZ1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1129+STABILITY: SURFACE MOTION
 GZ1129
 GZ1129  HISTORY     - Date     Condition        Report By
 GZ1129  HISTORY     - 1951     MONUMENTED       CGS
 GZ1129  HISTORY     - 1958     GOOD             NGS
 GZ1129  HISTORY     - 1984     GOOD             KYDT
 GZ1129
 GZ1129                          STATION DESCRIPTION
 GZ1129
 GZ1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1129'0.6 MI S FROM DELMER.
 GZ1129'ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 235 FROM THE POST
 GZ1129'OFFICE AND CHURCH AT DELMER, ABOUT 0.2 MILE SOUTH OF THE
 GZ1129'CROSSING OF A POWER TRANSMISSION LINE, 30 FEET EAST OF THE CENTER
 GZ1129'LINE OF HIGHWAY, 85 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GZ1129'HOUSE, 17 FEET NORTH OF CENTER LINE OF DRIVE TO HOUSE, 21 FEET
 GZ1129'SOUTH OF A 6-INCH APPLE TREE, 5 FEET WEST OF A POWER POLE, 1 1/2
 GZ1129'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE
 GZ1129'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ1129'4 INCHES.
 GZ1129
 GZ1129                          STATION RECOVERY (1958)
 GZ1129
 GZ1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1129'RECOVERED IN GOOD CONDITION.
 GZ1129
 GZ1129                          STATION RECOVERY (1984)
 GZ1129
 GZ1129'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1984
 GZ1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0236 ***********************************************************************
 GB0236  DESIGNATION -  N 221
 GB0236  PID         -  GB0236
 GB0236  STATE/COUNTY-  KY/KNOX
 GB0236  USGS QUAD   -  ROCKHOLDS (1981)
 GB0236
 GB0236                         *CURRENT SURVEY CONTROL
 GB0236  ___________________________________________________________________
 GB0236* NAD 83(1986)-  36 51 54.     (N)    084 00 21.     (W)     SCALED    
 GB0236* NAVD 88     -       329.527  (meters)    1081.12   (feet)  ADJUSTED  
 GB0236  ___________________________________________________________________
 GB0236  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GB0236  DYNAMIC HT  -         329.254 (meters)    1080.23  (feet)  COMP
 GB0236  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 GB0236
 GB0236  VERT ORDER  -  SECOND    CLASS 0
 GB0236
 GB0236.The horizontal coordinates were scaled from a topographic map and have
 GB0236.an estimated accuracy of +/- 6 seconds.
 GB0236
 GB0236.The orthometric height was determined by differential leveling
 GB0236.and adjusted by the National Geodetic Survey in June 1991..
 GB0236
 GB0236.The geoid height was determined by GEOID03.
 GB0236
 GB0236.The dynamic height is computed by dividing the NAVD 88
 GB0236.geopotential number by the normal gravity value computed on the
 GB0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0236.degrees latitude (g = 980.6199 gals.).
 GB0236
 GB0236.The modeled gravity was interpolated from observed gravity values.
 GB0236
 GB0236;                    North         East    Units  Estimated Accuracy
 GB0236;SPC KY1Z     - 1,060,460.    1,655,530.      MT  (+/- 180 meters Scaled)
 GB0236
 GB0236                          SUPERSEDED SURVEY CONTROL
 GB0236
 GB0236  NGVD 29 (??/??/92)  329.681  (m)         1081.63   (f) ADJ UNCH    2 0
 GB0236
 GB0236.Superseded values are not recommended for survey control.
 GB0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0236.See file dsdata.txt to determine how the superseded data were derived.
 GB0236
 GB0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF669840(NAD 83)
 GB0236_MARKER: DB = BENCH MARK DISK
 GB0236_SETTING: 66 = SET IN ROCK OUTCROP
 GB0236_SP_SET: ROCK CUT
 GB0236_STAMPING: N 221 1951 1081.628
 GB0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0236+STABILITY: POSITION/ELEVATION WELL
 GB0236
 GB0236  HISTORY     - Date     Condition        Report By
 GB0236  HISTORY     - 1951     MONUMENTED       CGS
 GB0236  HISTORY     - 1957     GOOD             NGS
 GB0236
 GB0236                          STATION DESCRIPTION
 GB0236
 GB0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0236'9.4 MI W FROM BARBOURVILLE.
 GB0236'ABOUT 9.4 MILES WEST ALONG STATE HIGHWAY 6 FROM THE COURT HOUSE
 GB0236'AT BARBOURVILLE, ABOUT 0.5 MILE NORTHEAST OF THE JUNCTION OF A
 GB0236'DIRT ROAD SOUTHWEST TO INDIAN GAP BAPTIST CHURCH, ABOUT 1.1 MILES
 GB0236'WEST OF A BRIDGE OVER INDIAN CREEK, ABOUT 55 YARDS NORTHEAST OF
 GB0236'THE JUNCTION OF A DRIVE TO A ONE-STORY WHITE HOUSE, SET VERTICALLY
 GB0236'IN THE FACE OF A ROCK CUT ON NORTHWEST SIDE OF HIGHWAY AND ON THE
 GB0236'NORTHEAST SLOPE OF A LONG CROOKED HILL, 18 FEET NORTHWEST OF THE
 GB0236'CENTER LINE OF THE HIGHWAY, ABOUT 1 1/2 FEET ABOVE THE GROUND AND
 GB0236'ABOUT LEVEL WITH HIGHWAY.
 GB0236
 GB0236                          STATION RECOVERY (1957)
 GB0236
 GB0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2222 ***********************************************************************
 GZ2222  DESIGNATION -  N 222
 GZ2222  PID         -  GZ2222
 GZ2222  STATE/COUNTY-  KY/GREEN
 GZ2222  USGS QUAD   -  HIBERNIA (1976)
 GZ2222
 GZ2222                         *CURRENT SURVEY CONTROL
 GZ2222  ___________________________________________________________________
 GZ2222* NAD 83(1986)-  37 25 41.     (N)    085 36 19.     (W)     SCALED    
 GZ2222* NAVD 88     -       269.324  (meters)     883.61   (feet)  ADJUSTED  
 GZ2222  ___________________________________________________________________
 GZ2222  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GZ2222  DYNAMIC HT  -         269.115 (meters)     882.92  (feet)  COMP
 GZ2222  MODELED GRAV-     979,849.1   (mgal)                       NAVD 88
 GZ2222
 GZ2222  VERT ORDER  -  SECOND    CLASS 0
 GZ2222
 GZ2222.The horizontal coordinates were scaled from a topographic map and have
 GZ2222.an estimated accuracy of +/- 6 seconds.
 GZ2222
 GZ2222.The orthometric height was determined by differential leveling
 GZ2222.and adjusted by the National Geodetic Survey in June 1991..
 GZ2222
 GZ2222.The geoid height was determined by GEOID03.
 GZ2222
 GZ2222.The dynamic height is computed by dividing the NAVD 88
 GZ2222.geopotential number by the normal gravity value computed on the
 GZ2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2222.degrees latitude (g = 980.6199 gals.).
 GZ2222
 GZ2222.The modeled gravity was interpolated from observed gravity values.
 GZ2222
 GZ2222;                    North         East    Units  Estimated Accuracy
 GZ2222;SPC KY1Z     - 1,121,510.    1,512,810.      MT  (+/- 180 meters Scaled)
 GZ2222
 GZ2222                          SUPERSEDED SURVEY CONTROL
 GZ2222
 GZ2222  NGVD 29 (??/??/92)  269.454  (m)          884.03   (f) ADJ UNCH    2 0
 GZ2222
 GZ2222.Superseded values are not recommended for survey control.
 GZ2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2222.See file dsdata.txt to determine how the superseded data were derived.
 GZ2222
 GZ2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG234432(NAD 83)
 GZ2222_MARKER: DB = BENCH MARK DISK
 GZ2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2222_STAMPING: N 222 1951
 GZ2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2222+STABILITY: SURFACE MOTION
 GZ2222
 GZ2222  HISTORY     - Date     Condition        Report By
 GZ2222  HISTORY     - 1951     MONUMENTED       CGS
 GZ2222  HISTORY     - 1982     GOOD             KYDT
 GZ2222
 GZ2222                          STATION DESCRIPTION
 GZ2222
 GZ2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2222'2.6 MI E FROM CREAL.
 GZ2222'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM THE POST
 GZ2222'OFFICE AT CREAL, THENCE ABOUT 1.45 MILES NORTHEAST ALONG A
 GZ2222'GRAVEL ROAD, ABOUT 2.3 MILES SOUTH OF THE ROAD JUNCTION AND
 GZ2222'POST OFFICE AT WARDS, ON THE OUTSIDE OF A LONG CURVE WITH
 GZ2222'TANGENTS EXTENDING SOUTHWEST AND NORTHWEST AND AT AN OLD
 GZ2222'ABANDONED HOUSE, 31 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GZ2222'78 FEET NORTH OF THE NORTHWEST CORNER OF THE OLD HOUSE, 26 FEET
 GZ2222'SOUTHEAST OF A FENCE CORNER, 1 FOOT SOUTHWEST OF A FENCE LINE,
 GZ2222'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GZ2222'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ2222
 GZ2222                          STATION RECOVERY (1982)
 GZ2222
 GZ2222'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2222'(EXTRA DESCRIPTION INFOR) 17 FT. NE OF TRANSFORMER POWER POLE, 7 FT
 GZ2222'S.W. OF 8 INCH CEDAR, 1 FT W. OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2220 ***********************************************************************
 GZ2220  DESIGNATION -  N 223
 GZ2220  PID         -  GZ2220
 GZ2220  STATE/COUNTY-  KY/TAYLOR
 GZ2220  USGS QUAD   -  HIBERNIA (1976)
 GZ2220
 GZ2220                         *CURRENT SURVEY CONTROL
 GZ2220  ___________________________________________________________________
 GZ2220* NAD 83(1986)-  37 26 29.     (N)    085 31 45.     (W)     SCALED    
 GZ2220* NAVD 88     -       298.929  (meters)     980.74   (feet)  ADJUSTED  
 GZ2220  ___________________________________________________________________
 GZ2220  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GZ2220  DYNAMIC HT  -         298.697 (meters)     979.98  (feet)  COMP
 GZ2220  MODELED GRAV-     979,845.3   (mgal)                       NAVD 88
 GZ2220
 GZ2220  VERT ORDER  -  SECOND    CLASS 0
 GZ2220
 GZ2220.The horizontal coordinates were scaled from a topographic map and have
 GZ2220.an estimated accuracy of +/- 6 seconds.
 GZ2220
 GZ2220.The orthometric height was determined by differential leveling
 GZ2220.and adjusted by the National Geodetic Survey in June 1991..
 GZ2220
 GZ2220.The geoid height was determined by GEOID03.
 GZ2220
 GZ2220.The dynamic height is computed by dividing the NAVD 88
 GZ2220.geopotential number by the normal gravity value computed on the
 GZ2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2220.degrees latitude (g = 980.6199 gals.).
 GZ2220
 GZ2220.The modeled gravity was interpolated from observed gravity values.
 GZ2220
 GZ2220;                    North         East    Units  Estimated Accuracy
 GZ2220;SPC KY1Z     - 1,123,000.    1,519,540.      MT  (+/- 180 meters Scaled)
 GZ2220
 GZ2220                          SUPERSEDED SURVEY CONTROL
 GZ2220
 GZ2220  NGVD 29 (??/??/92)  299.061  (m)          981.17   (f) ADJ UNCH    2 0
 GZ2220
 GZ2220.Superseded values are not recommended for survey control.
 GZ2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2220.See file dsdata.txt to determine how the superseded data were derived.
 GZ2220
 GZ2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG301448(NAD 83)
 GZ2220_MARKER: DB = BENCH MARK DISK
 GZ2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2220_STAMPING: N 223 1951
 GZ2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2220+STABILITY: SURFACE MOTION
 GZ2220
 GZ2220  HISTORY     - Date     Condition        Report By
 GZ2220  HISTORY     - 1951     MONUMENTED       CGS
 GZ2220  HISTORY     - 1982     GOOD             KYDT
 GZ2220
 GZ2220                          STATION DESCRIPTION
 GZ2220
 GZ2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2220'0.9 MI SE FROM BADGER.
 GZ2220'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 210 FROM THE
 GZ2220'JUNCTION OF STATE HIGHWAY 462 AT BADGER, SET AT THE NORTHEAST
 GZ2220'CORNER OF A SMALL CLEARING, AT THE JUNCTION OF A DIM ROAD
 GZ2220'NORTHWEST, 45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 23
 GZ2220'FEET SOUTHWEST OF THE CENTER LINE OF THE DIM ROAD, 17 FEET
 GZ2220'EAST OF A TWIN LOCUST TREE, 2 FEET NORTH OF A WHITE WOODEN
 GZ2220'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 GZ2220'A CONCRETE POST PROJECTING 5 INCHES.
 GZ2220
 GZ2220                          STATION RECOVERY (1982)
 GZ2220
 GZ2220'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1982
 GZ2220'(EXTRA DESCRIPTION), 15 FT. W. OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ8428 ***********************************************************************
 AJ8428  DESIGNATION -  N 223 RESET
 AJ8428  PID         -  AJ8428
 AJ8428  STATE/COUNTY-  KY/TAYLOR
 AJ8428  USGS QUAD   -  HIBERNIA (1976)
 AJ8428
 AJ8428                         *CURRENT SURVEY CONTROL
 AJ8428  ___________________________________________________________________
 AJ8428* NAD 83(1986)-  37 26 29.     (N)    085 31 45.     (W)     SCALED    
 AJ8428* NAVD 88     -       296.93   (meters)     974.2    (feet)  RESET     
 AJ8428  ___________________________________________________________________
 AJ8428  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 AJ8428
 AJ8428  VERT ORDER  -  THIRD
 AJ8428
 AJ8428.The horizontal coordinates were scaled from a topographic map and have
 AJ8428.an estimated accuracy of +/- 6 seconds.
 AJ8428
 AJ8428.The orthometric height was computed from unverified reset data.
 AJ8428.No vertical observational check was made to the station.
 AJ8428
 AJ8428.The geoid height was determined by GEOID03.
 AJ8428
 AJ8428;                    North         East    Units  Estimated Accuracy
 AJ8428;SPC KY1Z     - 1,123,000.    1,519,540.      MT  (+/- 180 meters Scaled)
 AJ8428
 AJ8428                          SUPERSEDED SURVEY CONTROL
 AJ8428
 AJ8428.No superseded survey control is available for this station.
 AJ8428
 AJ8428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG301448(NAD 83)
 AJ8428_MARKER: DV = VERTICAL CONTROL DISK
 AJ8428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8428_STAMPING: N 223 1951 RESET 1999
 AJ8428_MARK LOGO: NGS   
 AJ8428_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8428+STABILITY: SURFACE MOTION
 AJ8428
 AJ8428  HISTORY     - Date     Condition        Report By
 AJ8428  HISTORY     - 1999     MONUMENTED       KYDT
 AJ8428
 AJ8428                          STATION DESCRIPTION
 AJ8428
 AJ8428'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1999 (RDH)
 AJ8428'ABOUT 4.2 MILES (6.8 KM) EAST AND SOUTH ALONG KY 210 FROM GREEN COUNTY
 AJ8428'LINE, 12.5 MILES (20.1 KM) NORTHWEST ALONG KY 210 FROM JUNCTION OF US
 AJ8428'68 AT CAMPBELLSVILLE, ABOUT 230 FEET (70.1 M) SOUTHWEST OF JUNCTION OF
 AJ8428'WATER TANK ROAD, A DISK SET IN THE TOP OF A CONCRETE POST, 100 FEET
 AJ8428'(30.5 M) WEST OF CENTERLINE OF KY 210, 21.8 FEET (6.6 M)
 AJ8428'EAST-SOUTHEAST OF A 14 INCH POPLAR TREE, 15.3 FEET (4.7 M)
 AJ8428'NORTH-NORTHEAST OF A 10 INCH POPLAR TREE, 8 FEET (2.4 M) EAST OF A
 AJ8428'CONCRETE R/W MARKER, ABOUT 13 FEET (4.0 M) BELOW ROAD, PROJECTING 1
 AJ8428'INCH AND STAMPED N 223 1951 RESET 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1568 ***********************************************************************
 GZ1568  DESIGNATION -  N 224
 GZ1568  PID         -  GZ1568
 GZ1568  STATE/COUNTY-  KY/TAYLOR
 GZ1568  USGS QUAD   -  SALOMA (1961)
 GZ1568
 GZ1568                         *CURRENT SURVEY CONTROL
 GZ1568  ___________________________________________________________________
 GZ1568* NAD 83(1986)-  37 23 14.     (N)    085 29 56.     (W)     SCALED    
 GZ1568* NAVD 88     -       260.560  (meters)     854.85   (feet)  ADJUSTED  
 GZ1568  ___________________________________________________________________
 GZ1568  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GZ1568  DYNAMIC HT  -         260.357 (meters)     854.19  (feet)  COMP
 GZ1568  MODELED GRAV-     979,843.8   (mgal)                       NAVD 88
 GZ1568
 GZ1568  VERT ORDER  -  SECOND    CLASS 0
 GZ1568
 GZ1568.The horizontal coordinates were scaled from a topographic map and have
 GZ1568.an estimated accuracy of +/- 6 seconds.
 GZ1568
 GZ1568.The orthometric height was determined by differential leveling
 GZ1568.and adjusted by the National Geodetic Survey in June 1991..
 GZ1568
 GZ1568.The geoid height was determined by GEOID03.
 GZ1568
 GZ1568.The dynamic height is computed by dividing the NAVD 88
 GZ1568.geopotential number by the normal gravity value computed on the
 GZ1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1568.degrees latitude (g = 980.6199 gals.).
 GZ1568
 GZ1568.The modeled gravity was interpolated from observed gravity values.
 GZ1568
 GZ1568;                    North         East    Units  Estimated Accuracy
 GZ1568;SPC KY1Z     - 1,116,990.    1,522,240.      MT  (+/- 180 meters Scaled)
 GZ1568
 GZ1568                          SUPERSEDED SURVEY CONTROL
 GZ1568
 GZ1568  NGVD 29 (??/??/92)  260.695  (m)          855.30   (f) ADJ UNCH    2 0
 GZ1568
 GZ1568.Superseded values are not recommended for survey control.
 GZ1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1568.See file dsdata.txt to determine how the superseded data were derived.
 GZ1568
 GZ1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG328388(NAD 83)
 GZ1568_MARKER: DB = BENCH MARK DISK
 GZ1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1568_STAMPING: N 224 1951
 GZ1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1568+STABILITY: SURFACE MOTION
 GZ1568
 GZ1568  HISTORY     - Date     Condition        Report By
 GZ1568  HISTORY     - 1951     MONUMENTED       CGS
 GZ1568
 GZ1568                          STATION DESCRIPTION
 GZ1568
 GZ1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1568'1 MI SE FROM MAC.
 GZ1568'ABOUT 1.05 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE CROSSROADS
 GZ1568'AND POST OFFICE AT MAC, ABOUT 0.8 MILE NORTHWEST OF THE JUNCTION
 GZ1568'OF A ROAD NORTHEAST, ABOUT 0.9 MILE NORTHWEST OF A CEMETERY, ABOUT
 GZ1568'0.45 MILE NORTHWEST OF A ROAD NORTH, SET AT THE JUNCTION OF A
 GZ1568'DRIVE SOUTHWEST TO A FARM HOUSE, 22 FEET SOUTHWEST OF THE CENTER
 GZ1568'LINE OF THE ROAD, 10 FEET NORTHWEST OF THE CENTER LINE OF DRIVE,
 GZ1568'64 FEET EAST OF THE EAST CORNER OF HOUSE, 106 FEET NORTHEAST OF
 GZ1568'A WELL WITH PUMP, 27 FEET EAST-SOUTHEAST OF A 14-INCH MAPLE TREE,
 GZ1568'26 FEET NORTHWEST AND ACROSS DRIVE FROM A FENCE CORNER, 1 FOOT
 GZ1568'NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 GZ1568'WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP
 GZ1568'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1549 ***********************************************************************
 GZ1549  DESIGNATION -  N 225
 GZ1549  PID         -  GZ1549
 GZ1549  STATE/COUNTY-  KY/TAYLOR
 GZ1549  USGS QUAD   -  CAMPBELLSVILLE (1987)
 GZ1549
 GZ1549                         *CURRENT SURVEY CONTROL
 GZ1549  ___________________________________________________________________
 GZ1549* NAD 83(1986)-  37 22 07.     (N)    085 18 22.     (W)     SCALED    
 GZ1549* NAVD 88     -       287.346  (meters)     942.73   (feet)  ADJUSTED  
 GZ1549  ___________________________________________________________________
 GZ1549  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GZ1549  DYNAMIC HT  -         287.117 (meters)     941.98  (feet)  COMP
 GZ1549  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 GZ1549
 GZ1549  VERT ORDER  -  SECOND    CLASS 0
 GZ1549
 GZ1549.The horizontal coordinates were scaled from a topographic map and have
 GZ1549.an estimated accuracy of +/- 6 seconds.
 GZ1549
 GZ1549.The orthometric height was determined by differential leveling
 GZ1549.and adjusted by the National Geodetic Survey in June 1991..
 GZ1549
 GZ1549.The geoid height was determined by GEOID03.
 GZ1549
 GZ1549.The dynamic height is computed by dividing the NAVD 88
 GZ1549.geopotential number by the normal gravity value computed on the
 GZ1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1549.degrees latitude (g = 980.6199 gals.).
 GZ1549
 GZ1549.The modeled gravity was interpolated from observed gravity values.
 GZ1549
 GZ1549;                    North         East    Units  Estimated Accuracy
 GZ1549;SPC KY1Z     - 1,114,990.    1,539,320.      MT  (+/- 180 meters Scaled)
 GZ1549
 GZ1549                          SUPERSEDED SURVEY CONTROL
 GZ1549
 GZ1549  NGVD 29 (??/??/92)  287.479  (m)          943.17   (f) ADJ UNCH    2 0
 GZ1549
 GZ1549.Superseded values are not recommended for survey control.
 GZ1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1549.See file dsdata.txt to determine how the superseded data were derived.
 GZ1549
 GZ1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG499371(NAD 83)
 GZ1549_MARKER: DB = BENCH MARK DISK
 GZ1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1549_STAMPING: N 225 1951
 GZ1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1549+STABILITY: SURFACE MOTION
 GZ1549
 GZ1549  HISTORY     - Date     Condition        Report By
 GZ1549  HISTORY     - 1951     MONUMENTED       CGS
 GZ1549
 GZ1549                          STATION DESCRIPTION
 GZ1549
 GZ1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1549'2.8 MI NE FROM CAMPBELLSVILLE.
 GZ1549'ABOUT 2.85 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GZ1549'RAILROAD FROM THE STATION AT CAMPBELLSVILLE, ABOUT 0.2 MILE
 GZ1549'NORTHEAST OF MILE POST 84, ACROSS THE TRACK FROM A RED BRICK
 GZ1549'HOUSE, 31 FEET NORTHWEST OF THE NORTHWEST RAIL, 26 FEET
 GZ1549'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 208, 120 FEET
 GZ1549'SOUTHWEST OF THE CENTER LINE OF GRAVEL ROAD CROSSING, 1 1/2
 GZ1549'FEET NORTH OF POWER POLE NO. 928, ABOUT 2 FEET BELOW THE TRACK,
 GZ1549'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GZ1549'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2140 ***********************************************************************
 GZ2140  DESIGNATION -  N 226
 GZ2140  PID         -  GZ2140
 GZ2140  STATE/COUNTY-  KY/GREEN
 GZ2140  USGS QUAD   -  EXIE (1987)
 GZ2140
 GZ2140                         *CURRENT SURVEY CONTROL
 GZ2140  ___________________________________________________________________
 GZ2140* NAD 83(1986)-  37 11 36.     (N)    085 32 02.     (W)     SCALED    
 GZ2140* NAVD 88     -       258.104  (meters)     846.80   (feet)  ADJUSTED  
 GZ2140  ___________________________________________________________________
 GZ2140  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GZ2140  DYNAMIC HT  -         257.904 (meters)     846.14  (feet)  COMP
 GZ2140  MODELED GRAV-     979,849.6   (mgal)                       NAVD 88
 GZ2140
 GZ2140  VERT ORDER  -  SECOND    CLASS 0
 GZ2140
 GZ2140.The horizontal coordinates were scaled from a topographic map and have
 GZ2140.an estimated accuracy of +/- 6 seconds.
 GZ2140
 GZ2140.The orthometric height was determined by differential leveling
 GZ2140.and adjusted by the National Geodetic Survey in June 1991..
 GZ2140
 GZ2140.The geoid height was determined by GEOID03.
 GZ2140
 GZ2140.The dynamic height is computed by dividing the NAVD 88
 GZ2140.geopotential number by the normal gravity value computed on the
 GZ2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2140.degrees latitude (g = 980.6199 gals.).
 GZ2140
 GZ2140.The modeled gravity was interpolated from observed gravity values.
 GZ2140
 GZ2140;                    North         East    Units  Estimated Accuracy
 GZ2140;SPC KY1Z     - 1,095,470.    1,519,190.      MT  (+/- 180 meters Scaled)
 GZ2140
 GZ2140                          SUPERSEDED SURVEY CONTROL
 GZ2140
 GZ2140  NGVD 29 (??/??/92)  258.249  (m)          847.27   (f) ADJ UNCH    2 0
 GZ2140
 GZ2140.Superseded values are not recommended for survey control.
 GZ2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2140.See file dsdata.txt to determine how the superseded data were derived.
 GZ2140
 GZ2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG301173(NAD 83)
 GZ2140_MARKER: DB = BENCH MARK DISK
 GZ2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2140_STAMPING: N 226 1951
 GZ2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2140+STABILITY: SURFACE MOTION
 GZ2140
 GZ2140  HISTORY     - Date     Condition        Report By
 GZ2140  HISTORY     - 1951     MONUMENTED       CGS
 GZ2140  HISTORY     - 20010425 POOR             KYDT
 GZ2140
 GZ2140                          STATION DESCRIPTION
 GZ2140
 GZ2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2140'6.3 MI SW FROM GREENSBURG.
 GZ2140'ABOUT 6.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 68 FROM THE OLD
 GZ2140'COURT HOUSE AT GREENSBURG, ABOUT 0.8 MILE SOUTH OF MT. LEBANON
 GZ2140'METHODIST CHURCH, ABOUT 0.95 MILE NORTHWEST OF THE JUNCTION OF
 GZ2140'STATE HIGHWAY 218, AT THE JUNCTION OF A DRIVE NORTHEAST TO A
 GZ2140'BARN, 29 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GZ2140'34 FEET SOUTHWEST OF THE WEST CORNER OF THE BARN, 15 FEET
 GZ2140'NORTHWEST OF THE CENTER LINE OF A BOARD GATE ACROSS DRIVE TO
 GZ2140'BARN, 16 FEET EAST OF THE NORTHEAST END OF A 20-INCH PIPE CULVERT
 GZ2140'UNDER HIGHWAY, 1 FOOT SOUTHWEST OF A FENCE LINE, 2 FEET NORTHWEST
 GZ2140'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET
 GZ2140'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GZ2140
 GZ2140                          STATION RECOVERY (2001)
 GZ2140
 GZ2140'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2140'MARK IS LEANING SLIGHTY NORTHWEST AND 3 FEET SOUTH OF A TELEPHONE
 GZ2140'POLE, NOT LEVELED TO AT THIS TIME, USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1425 ***********************************************************************
 GZ1425  DESIGNATION -  N 227
 GZ1425  PID         -  GZ1425
 GZ1425  STATE/COUNTY-  KY/MARION
 GZ1425  USGS QUAD   -  LEBANON WEST (1994)
 GZ1425
 GZ1425                         *CURRENT SURVEY CONTROL
 GZ1425  ___________________________________________________________________
 GZ1425* NAD 83(1986)-  37 32 56.     (N)    085 22 10.     (W)     SCALED    
 GZ1425* NAVD 88     -       181.900  (meters)     596.78   (feet)  ADJUSTED  
 GZ1425  ___________________________________________________________________
 GZ1425  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GZ1425  DYNAMIC HT  -         181.757 (meters)     596.31  (feet)  COMP
 GZ1425  MODELED GRAV-     979,844.0   (mgal)                       NAVD 88
 GZ1425
 GZ1425  VERT ORDER  -  SECOND    CLASS 0
 GZ1425
 GZ1425.The horizontal coordinates were scaled from a topographic map and have
 GZ1425.an estimated accuracy of +/- 6 seconds.
 GZ1425
 GZ1425.The orthometric height was determined by differential leveling
 GZ1425.and adjusted by the National Geodetic Survey in June 1991..
 GZ1425
 GZ1425.The geoid height was determined by GEOID03.
 GZ1425
 GZ1425.The dynamic height is computed by dividing the NAVD 88
 GZ1425.geopotential number by the normal gravity value computed on the
 GZ1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1425.degrees latitude (g = 980.6199 gals.).
 GZ1425
 GZ1425.The modeled gravity was interpolated from observed gravity values.
 GZ1425
 GZ1425;                    North         East    Units  Estimated Accuracy
 GZ1425;SPC KY1Z     - 1,134,970.    1,533,630.      MT  (+/- 180 meters Scaled)
 GZ1425
 GZ1425                          SUPERSEDED SURVEY CONTROL
 GZ1425
 GZ1425  NGVD 29 (??/??/92)  182.036  (m)          597.23   (f) ADJ UNCH    2 0
 GZ1425
 GZ1425.Superseded values are not recommended for survey control.
 GZ1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1425.See file dsdata.txt to determine how the superseded data were derived.
 GZ1425
 GZ1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG440570(NAD 83)
 GZ1425_MARKER: DB = BENCH MARK DISK
 GZ1425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GZ1425_SP_SET: CULVERT
 GZ1425_STAMPING: N 227 1951
 GZ1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GZ1425
 GZ1425  HISTORY     - Date     Condition        Report By
 GZ1425  HISTORY     - 1951     MONUMENTED       CGS
 GZ1425
 GZ1425                          STATION DESCRIPTION
 GZ1425
 GZ1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1425'2.8 MI S FROM SAINT MARY.
 GZ1425'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 84 FROM THE CROSSING
 GZ1425'OF THE LOUISVILLE AND NASHVILLE RAILROAD AT SAINT MARY, THENCE
 GZ1425'ABOUT 1.2 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT 2.35 MILES
 GZ1425'NORTH OF THE CATHOLIC CHURCH AND SCHOOL AT SAINT JOSEPH, ABOUT
 GZ1425'0.45 MILE NORTHEAST OF A ROAD WEST, ABOUT 0.85 MILE SOUTH OF A
 GZ1425'ROAD SOUTHEAST, SET IN THE TOP OF THE NORTH WING WALL OF A 12-FOOT
 GZ1425'CONCRETE CULVERT, 11 FEET NORTHWEST OF THE CENTER LINE OF ROAD,
 GZ1425'2 FEET SOUTH OF NORTH END OF WING WALL AND ABOUT 2 FEET ABOVE
 GZ1425'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1987 ***********************************************************************
 GZ1987  DESIGNATION -  N 228
 GZ1987  PID         -  GZ1987
 GZ1987  STATE/COUNTY-  KY/GREEN
 GZ1987  USGS QUAD   -  HUDGINS (1961)
 GZ1987
 GZ1987                         *CURRENT SURVEY CONTROL
 GZ1987  ___________________________________________________________________
 GZ1987* NAD 83(1986)-  37 20 52.     (N)    085 39 45.     (W)     SCALED    
 GZ1987* NAVD 88     -       233.816  (meters)     767.11   (feet)  ADJUSTED  
 GZ1987  ___________________________________________________________________
 GZ1987  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GZ1987  DYNAMIC HT  -         233.636 (meters)     766.52  (feet)  COMP
 GZ1987  MODELED GRAV-     979,855.2   (mgal)                       NAVD 88
 GZ1987
 GZ1987  VERT ORDER  -  SECOND    CLASS 0
 GZ1987
 GZ1987.The horizontal coordinates were scaled from a topographic map and have
 GZ1987.an estimated accuracy of +/- 6 seconds.
 GZ1987
 GZ1987.The orthometric height was determined by differential leveling
 GZ1987.and adjusted by the National Geodetic Survey in June 1991..
 GZ1987
 GZ1987.The geoid height was determined by GEOID03.
 GZ1987
 GZ1987.The dynamic height is computed by dividing the NAVD 88
 GZ1987.geopotential number by the normal gravity value computed on the
 GZ1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1987.degrees latitude (g = 980.6199 gals.).
 GZ1987
 GZ1987.The modeled gravity was interpolated from observed gravity values.
 GZ1987
 GZ1987;                    North         East    Units  Estimated Accuracy
 GZ1987;SPC KY1Z     - 1,112,590.    1,507,750.      MT  (+/- 180 meters Scaled)
 GZ1987
 GZ1987                          SUPERSEDED SURVEY CONTROL
 GZ1987
 GZ1987  NGVD 29 (??/??/92)  233.950  (m)          767.55   (f) ADJ UNCH    2 0
 GZ1987
 GZ1987.Superseded values are not recommended for survey control.
 GZ1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1987.See file dsdata.txt to determine how the superseded data were derived.
 GZ1987
 GZ1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG184342(NAD 83)
 GZ1987_MARKER: DB = BENCH MARK DISK
 GZ1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1987_STAMPING: N 228 1951
 GZ1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1987+STABILITY: SURFACE MOTION
 GZ1987
 GZ1987  HISTORY     - Date     Condition        Report By
 GZ1987  HISTORY     - 1951     MONUMENTED       CGS
 GZ1987
 GZ1987                          STATION DESCRIPTION
 GZ1987
 GZ1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1987'1.2 MI E FROM HUDGINS.
 GZ1987'ABOUT 1.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GZ1987'AND ROAD JUNCTION AT HUDGINS, ABOUT 0.55 MILE WEST OF A ROAD
 GZ1987'SOUTH, ABOUT 0.25 MILE WEST OF A ROAD NORTH, AT A LARGE TOBACCO
 GZ1987'BARN, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 26 1/2
 GZ1987'FEET SOUTH OF THE SOUTHEAST CORNER OF BARN, 7 FEET NORTH OF A
 GZ1987'FENCE LINE, 1 FOOT WEST OF A FENCE LINE, 2 FEET ABOVE THE ROAD
 GZ1987'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ2144 ***********************************************************************
 GZ2144  DESIGNATION -  N 229
 GZ2144  PID         -  GZ2144
 GZ2144  STATE/COUNTY-  KY/GREEN
 GZ2144  USGS QUAD   -  EXIE (1987)
 GZ2144
 GZ2144                         *CURRENT SURVEY CONTROL
 GZ2144  ___________________________________________________________________
 GZ2144* NAD 83(1986)-  37 09 13.     (N)    085 33 06.     (W)     SCALED    
 GZ2144* NAVD 88     -       235.242  (meters)     771.79   (feet)  ADJUSTED  
 GZ2144  ___________________________________________________________________
 GZ2144  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GZ2144  DYNAMIC HT  -         235.058 (meters)     771.19  (feet)  COMP
 GZ2144  MODELED GRAV-     979,843.7   (mgal)                       NAVD 88
 GZ2144
 GZ2144  VERT ORDER  -  SECOND    CLASS 0
 GZ2144
 GZ2144.The horizontal coordinates were scaled from a topographic map and have
 GZ2144.an estimated accuracy of +/- 6 seconds.
 GZ2144
 GZ2144.The orthometric height was determined by differential leveling
 GZ2144.and adjusted by the National Geodetic Survey in June 1991..
 GZ2144
 GZ2144.The geoid height was determined by GEOID03.
 GZ2144
 GZ2144.The dynamic height is computed by dividing the NAVD 88
 GZ2144.geopotential number by the normal gravity value computed on the
 GZ2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ2144.degrees latitude (g = 980.6199 gals.).
 GZ2144
 GZ2144.The modeled gravity was interpolated from observed gravity values.
 GZ2144
 GZ2144;                    North         East    Units  Estimated Accuracy
 GZ2144;SPC KY1Z     - 1,091,060.    1,517,620.      MT  (+/- 180 meters Scaled)
 GZ2144
 GZ2144                          SUPERSEDED SURVEY CONTROL
 GZ2144
 GZ2144  NGVD 29 (??/??/92)  235.388  (m)          772.27   (f) ADJ UNCH    2 0
 GZ2144
 GZ2144.Superseded values are not recommended for survey control.
 GZ2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ2144.See file dsdata.txt to determine how the superseded data were derived.
 GZ2144
 GZ2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG286128(NAD 83)
 GZ2144_MARKER: DB = BENCH MARK DISK
 GZ2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ2144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ2144_STAMPING: N 229 1951
 GZ2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ2144+STABILITY: SURFACE MOTION
 GZ2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ2144+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 GZ2144
 GZ2144  HISTORY     - Date     Condition        Report By
 GZ2144  HISTORY     - 1951     MONUMENTED       CGS
 GZ2144  HISTORY     - 20010425 GOOD             KYDT
 GZ2144
 GZ2144                          STATION DESCRIPTION
 GZ2144
 GZ2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ2144'1 MI SW FROM EXIE.
 GZ2144'ABOUT 1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 68 FROM THE BAPTIST
 GZ2144'CHURCH AT EXIE, ABOUT 0.55 MILE NORTHEAST OF A BRIDGE OVER GREASY
 GZ2144'CREEK, AT THE JUNCTION OF A DRIVE NORTHWEST TO A WHITE FARM
 GZ2144'HOUSE, 29 1/2 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, 19
 GZ2144'FEET NORTHEAST OF THE CENTER LINE OF DRIVE, 53 FEET EAST AND
 GZ2144'ACROSS DRIVE FROM EAST CORNER OF HOUSE, 1 1/2 FEET EAST-SOUTHEAST
 GZ2144'OF A FENCE CORNER, 1 FOOT SOUTHEAST OF A FENCE LINE, 65 FEET
 GZ2144'SOUTHEAST AND ACROSS DRIVE FROM A WELL WITH A PUMP, ABOUT 2 FEET
 GZ2144'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ2144'3 INCHES.
 GZ2144
 GZ2144                          STATION RECOVERY (2001)
 GZ2144
 GZ2144'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GZ2144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1864 ***********************************************************************
 GZ1864  DESIGNATION -  N 230
 GZ1864  PID         -  GZ1864
 GZ1864  STATE/COUNTY-  KY/CASEY
 GZ1864  USGS QUAD   -  DUNNVILLE (1970)
 GZ1864
 GZ1864                         *CURRENT SURVEY CONTROL
 GZ1864  ___________________________________________________________________
 GZ1864* NAD 83(1986)-  37 13 55.     (N)    085 00 13.     (W)     SCALED    
 GZ1864* NAVD 88     -       285.741  (meters)     937.47   (feet)  ADJUSTED  
 GZ1864  ___________________________________________________________________
 GZ1864  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GZ1864  DYNAMIC HT  -         285.512 (meters)     936.72  (feet)  COMP
 GZ1864  MODELED GRAV-     979,822.5   (mgal)                       NAVD 88
 GZ1864
 GZ1864  VERT ORDER  -  SECOND    CLASS 0
 GZ1864
 GZ1864.The horizontal coordinates were scaled from a topographic map and have
 GZ1864.an estimated accuracy of +/- 6 seconds.
 GZ1864
 GZ1864.The orthometric height was determined by differential leveling
 GZ1864.and adjusted by the National Geodetic Survey in June 1991..
 GZ1864
 GZ1864.The geoid height was determined by GEOID03.
 GZ1864
 GZ1864.The dynamic height is computed by dividing the NAVD 88
 GZ1864.geopotential number by the normal gravity value computed on the
 GZ1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1864.degrees latitude (g = 980.6199 gals.).
 GZ1864
 GZ1864.The modeled gravity was interpolated from observed gravity values.
 GZ1864
 GZ1864;                    North         East    Units  Estimated Accuracy
 GZ1864;SPC KY1Z     - 1,100,000.    1,566,230.      MT  (+/- 180 meters Scaled)
 GZ1864
 GZ1864                          SUPERSEDED SURVEY CONTROL
 GZ1864
 GZ1864  NGVD 29 (??/??/92)  285.883  (m)          937.93   (f) ADJ UNCH    2 0
 GZ1864
 GZ1864.Superseded values are not recommended for survey control.
 GZ1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1864.See file dsdata.txt to determine how the superseded data were derived.
 GZ1864
 GZ1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG771224(NAD 83)
 GZ1864_MARKER: DB = BENCH MARK DISK
 GZ1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1864_STAMPING: N 230 1951 937.934
 GZ1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1864+STABILITY: SURFACE MOTION
 GZ1864
 GZ1864  HISTORY     - Date     Condition        Report By
 GZ1864  HISTORY     - 1951     MONUMENTED       CGS
 GZ1864  HISTORY     - 1970     MARK NOT FOUND   NGS
 GZ1864
 GZ1864                          STATION DESCRIPTION
 GZ1864
 GZ1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1864'3.1 MI NE FROM DUNNVILLE.
 GZ1864'ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 35 FROM THE POST
 GZ1864'OFFICE AND ROAD JUNCTION AT DUNNVILLE, THENCE ABOUT 2.65 MILES
 GZ1864'NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING TO RHEBER, ABOUT
 GZ1864'0.35 MILE NORTH OF RED HILL SCHOOL, ABOUT 1.9 MILES SOUTHEAST OF
 GZ1864'THE JUNCTION OF A ROAD SOUTH AND ABELLS STORE AT RHEBER, IN THE Y
 GZ1864'AT THE JUNCTION OF A ROAD LEADING NORTHEAST, 17 FEET NORTHEAST
 GZ1864'OF THE CENTER LINE OF ROAD NORTHWEST, 124 FEET NORTH-NORTHEAST
 GZ1864'OF THE CENTER OF THE JUNCTION, 18 FEET NORTHWEST OF A FENCE
 GZ1864'CORNER, 1 FOOT SOUTHWEST OF A FENCE LINE, 2 FEET SOUTHEAST OF A
 GZ1864'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH MAIN ROAD AND SET IN
 GZ1864'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GZ1864
 GZ1864                          STATION RECOVERY (1970)
 GZ1864
 GZ1864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GZ1864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1117 ***********************************************************************
 GZ1117  DESIGNATION -  N 231
 GZ1117  PID         -  GZ1117
 GZ1117  STATE/COUNTY-  KY/PULASKI
 GZ1117  USGS QUAD   -  DELMER (1973)
 GZ1117
 GZ1117                         *CURRENT SURVEY CONTROL
 GZ1117  ___________________________________________________________________
 GZ1117* NAD 83(1986)-  37 01 37.     (N)    084 39 23.     (W)     SCALED    
 GZ1117* NAVD 88     -       302.042  (meters)     990.95   (feet)  ADJUSTED  
 GZ1117  ___________________________________________________________________
 GZ1117  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GZ1117  DYNAMIC HT  -         301.804 (meters)     990.17  (feet)  COMP
 GZ1117  MODELED GRAV-     979,835.6   (mgal)                       NAVD 88
 GZ1117
 GZ1117  VERT ORDER  -  SECOND    CLASS 0
 GZ1117
 GZ1117.The horizontal coordinates were scaled from a topographic map and have
 GZ1117.an estimated accuracy of +/- 6 seconds.
 GZ1117
 GZ1117.The orthometric height was determined by differential leveling
 GZ1117.and adjusted by the National Geodetic Survey in June 1991..
 GZ1117
 GZ1117.The geoid height was determined by GEOID03.
 GZ1117
 GZ1117.The dynamic height is computed by dividing the NAVD 88
 GZ1117.geopotential number by the normal gravity value computed on the
 GZ1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1117.degrees latitude (g = 980.6199 gals.).
 GZ1117
 GZ1117.The modeled gravity was interpolated from observed gravity values.
 GZ1117
 GZ1117;                    North         East    Units  Estimated Accuracy
 GZ1117;SPC KY1Z     - 1,077,550.    1,597,310.      MT  (+/- 180 meters Scaled)
 GZ1117
 GZ1117                          SUPERSEDED SURVEY CONTROL
 GZ1117
 GZ1117  NGVD 29 (??/??/92)  302.205  (m)          991.48   (f) ADJ UNCH    2 0
 GZ1117
 GZ1117.Superseded values are not recommended for survey control.
 GZ1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1117.See file dsdata.txt to determine how the superseded data were derived.
 GZ1117
 GZ1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG084004(NAD 83)
 GZ1117_MARKER: DB = BENCH MARK DISK
 GZ1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1117_STAMPING: N 231 1951 991.484
 GZ1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1117+STABILITY: SURFACE MOTION
 GZ1117
 GZ1117  HISTORY     - Date     Condition        Report By
 GZ1117  HISTORY     - 1951     MONUMENTED       CGS
 GZ1117  HISTORY     - 1958     GOOD             NGS
 GZ1117  HISTORY     - 1983     GOOD             KYDT
 GZ1117
 GZ1117                          STATION DESCRIPTION
 GZ1117
 GZ1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1117'5 MI W FROM ELIHU.
 GZ1117'ABOUT 2.1 MILES WEST ALONG A GRAVEL ROAD FROM THE CROSSING OF
 GZ1117'THE SOUTHERN RAILWAY AND POST OFFICE AT ELIHU, THENCE ABOUT 0.7
 GZ1117'MILE SOUTH ALONG U.S. HIGHWAY 27, THENCE ABOUT 1.4 MILES WEST
 GZ1117'AND SOUTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.3 MILE NORTHWEST
 GZ1117'ALONG A GRAVEL ROAD, THENCE ABOUT 0.55 MILE SOUTHWEST ALONG A
 GZ1117'GRAVEL ROAD, 26 FEET NORTHWEST OF THE CENTER LINE OF ROAD, 58 1/2
 GZ1117'FEET EAST OF THE EAST CORNER OF A BARN, 210 FEET SOUTH-SOUTHWEST
 GZ1117'OF THE SOUTH CORNER OF A TWO-STORY WHITE FRAME HOUSE, 10 FEET
 GZ1117'NORTHEAST OF CENTER OF DRIVE TO BARN, 4 1/2 FEET WEST OF A 16-INCH
 GZ1117'WALNUT TREE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 GZ1117'ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GZ1117'PROJECTING 3 INCHES.
 GZ1117
 GZ1117                          STATION RECOVERY (1958)
 GZ1117
 GZ1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1117'RECOVERED IN GOOD CONDITION.
 GZ1117
 GZ1117                          STATION RECOVERY (1983)
 GZ1117
 GZ1117'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ1117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1250 ***********************************************************************
 GB1250  DESIGNATION -  N 233
 GB1250  PID         -  GB1250
 GB1250  STATE/COUNTY-  KY/WAYNE
 GB1250  USGS QUAD   -  COOPERSVILLE (1983)
 GB1250
 GB1250                         *CURRENT SURVEY CONTROL
 GB1250  ___________________________________________________________________
 GB1250* NAD 83(1986)-  36 50 25.     (N)    084 41 24.     (W)     SCALED    
 GB1250* NAVD 88     -       254.052  (meters)     833.50   (feet)  ADJUSTED  
 GB1250  ___________________________________________________________________
 GB1250  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GB1250  DYNAMIC HT  -         253.850 (meters)     832.84  (feet)  COMP
 GB1250  MODELED GRAV-     979,833.1   (mgal)                       NAVD 88
 GB1250
 GB1250  VERT ORDER  -  SECOND    CLASS 0
 GB1250
 GB1250.The horizontal coordinates were scaled from a topographic map and have
 GB1250.an estimated accuracy of +/- 6 seconds.
 GB1250
 GB1250.The orthometric height was determined by differential leveling
 GB1250.and adjusted by the National Geodetic Survey in June 1991..
 GB1250
 GB1250.The geoid height was determined by GEOID03.
 GB1250
 GB1250.The dynamic height is computed by dividing the NAVD 88
 GB1250.geopotential number by the normal gravity value computed on the
 GB1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1250.degrees latitude (g = 980.6199 gals.).
 GB1250
 GB1250.The modeled gravity was interpolated from observed gravity values.
 GB1250
 GB1250;                    North         East    Units  Estimated Accuracy
 GB1250;SPC KY1Z     - 1,056,800.    1,594,550.      MT  (+/- 180 meters Scaled)
 GB1250
 GB1250                          SUPERSEDED SURVEY CONTROL
 GB1250
 GB1250  NGVD 29 (??/??/92)  254.204  (m)          834.00   (f) ADJ UNCH    2 0
 GB1250
 GB1250.Superseded values are not recommended for survey control.
 GB1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1250.See file dsdata.txt to determine how the superseded data were derived.
 GB1250
 GB1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF059796(NAD 83)
 GB1250_MARKER: DB = BENCH MARK DISK
 GB1250_SETTING: 66 = SET IN ROCK OUTCROP
 GB1250_SP_SET: ROCK OUTCROP
 GB1250_STAMPING: N 233 1951 834.001
 GB1250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1250+STABILITY: POSITION/ELEVATION WELL
 GB1250
 GB1250  HISTORY     - Date     Condition        Report By
 GB1250  HISTORY     - 1951     MONUMENTED       CGS
 GB1250  HISTORY     - 1957     GOOD             NGS
 GB1250
 GB1250                          STATION DESCRIPTION
 GB1250
 GB1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1250'2.9 MI S FROM DELTA.
 GB1250'ABOUT 2.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1250'AND ROAD JUNCTION AT DELTA, ABOUT 0.1 MILE NORTH OF END OF
 GB1250'GRAVEL ROAD AND FORK ACROSS SINKING CREEK, AT A DRIVE WAY
 GB1250'SOUTHEAST TO RESIDENE OF W.T. TURPIN, SET IN THE TOP OF A FLAT
 GB1250'OUTCROP OF LIMESTONE ABOUT 11 BY 6 FEET, 26 FEET EAST OF THE
 GB1250'CENTER LINE OF ROAD, 22 FEET SOUTHWEST OF CENTER LINE OF DRIVE,
 GB1250'60 FEET SOUTH-SOUTHEAST OF CENTER OF JUNCTION OF ROAD AND
 GB1250'DRIVE, 29 1/2 FEET WEST AND ACROSS DRIVE FROM AN 8-INCH WALNUT
 GB1250'TREE, AND ABOUT 4 1/2 FEET ABOVE THE ROAD.  NOTE-- MARK MAY
 GB1250'BE REACHED FROM THE POST OFFICE AT GREGORY BY GOING ABOUT 0.5
 GB1250'MILE EAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.9 MILE NORTH ALONG
 GB1250'A DIRT ROAD.  A NEW BRIDGE HAS BEEN CONSTRUCTED OVER SINKING
 GB1250'CREEK, AND THE MARK IS 1.2 MILES NORTH ALONG A NEW GRAVEL ROAD
 GB1250'FROM THE GREGORY POST OFFICE.
 GB1250
 GB1250                          STATION RECOVERY (1957)
 GB1250
 GB1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1101 ***********************************************************************
 GB1101  DESIGNATION -  N 234
 GB1101  PID         -  GB1101
 GB1101  STATE/COUNTY-  KY/WAYNE
 GB1101  USGS QUAD   -  PARMLEYSVILLE (1954)
 GB1101
 GB1101                         *CURRENT SURVEY CONTROL
 GB1101  ___________________________________________________________________
 GB1101* NAD 83(1986)-  36 39 34.     (N)    084 46 49.     (W)     SCALED    
 GB1101* NAVD 88     -       277.449  (meters)     910.26   (feet)  ADJUSTED  
 GB1101  ___________________________________________________________________
 GB1101  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GB1101  DYNAMIC HT  -         277.222 (meters)     909.52  (feet)  COMP
 GB1101  MODELED GRAV-     979,808.3   (mgal)                       NAVD 88
 GB1101
 GB1101  VERT ORDER  -  SECOND    CLASS 0
 GB1101
 GB1101.The horizontal coordinates were scaled from a topographic map and have
 GB1101.an estimated accuracy of +/- 6 seconds.
 GB1101
 GB1101.The orthometric height was determined by differential leveling
 GB1101.and adjusted by the National Geodetic Survey in June 1991..
 GB1101
 GB1101.The geoid height was determined by GEOID03.
 GB1101
 GB1101.The dynamic height is computed by dividing the NAVD 88
 GB1101.geopotential number by the normal gravity value computed on the
 GB1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1101.degrees latitude (g = 980.6199 gals.).
 GB1101
 GB1101.The modeled gravity was interpolated from observed gravity values.
 GB1101
 GB1101;                    North         East    Units  Estimated Accuracy
 GB1101;SPC KY1Z     - 1,036,650.    1,586,710.      MT  (+/- 180 meters Scaled)
 GB1101
 GB1101                          SUPERSEDED SURVEY CONTROL
 GB1101
 GB1101  NGVD 29 (??/??/92)  277.589  (m)          910.72   (f) ADJ UNCH    2 0
 GB1101
 GB1101.Superseded values are not recommended for survey control.
 GB1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1101.See file dsdata.txt to determine how the superseded data were derived.
 GB1101
 GB1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF983593(NAD 83)
 GB1101_MARKER: DB = BENCH MARK DISK
 GB1101_SETTING: 66 = SET IN ROCK OUTCROP
 GB1101_SP_SET: ROCK OUTCROP
 GB1101_STAMPING: N 234 1951 910.723
 GB1101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1101+STABILITY: POSITION/ELEVATION WELL
 GB1101
 GB1101  HISTORY     - Date     Condition        Report By
 GB1101  HISTORY     - 1951     MONUMENTED       CGS
 GB1101  HISTORY     - 1958     POOR             NGS
 GB1101
 GB1101                          STATION DESCRIPTION
 GB1101
 GB1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1101'2.5 MI NE FROM MT PISGAH.
 GB1101'ABOUT 2.5 MILES NORTHEAST ALONG A DIRT ROAD LEADING TO PARMLEYSVILLE
 GB1101'FROM THE POST OFFICE AT MT. PISGAH, ABOUT 2.7 MILES SOUTHWEST
 GB1101'OF POST OFFICE AT PARMLEYSVILLE, ABOUT 0.2 MILE NORTHEAST OF A
 GB1101'LOGGING ROAD LEADING NORTHWEST, ABOUT 0.35 MILE SOUTHWEST OF
 GB1101'A DIM ROAD LEADING SOUTHEAST, IN THE TOP OF AN OUTCROP OF LIMESTONE
 GB1101'ABOUT 11 BY 9 FEET, 55 FEET EAST OF CENTER LINE OF ROAD, 87
 GB1101'FEET SOUTHEAST OF A TRIANGULAR BLAZED 12-INCH WALNUT TREE, 85
 GB1101'FEET SOUTH-SOUTHWEST OF A LINE 14-INCH WALNUT TREE, 80 FEET
 GB1101'WEST OF WEST CORNER OF AN UNOCCUPIED HOUSE, 27 FEET EAST OF A
 GB1101'FENCE LINE AND ABOUT 6 1/2 FEET ABOVE LEVEL OF ROAD.
 GB1101
 GB1101                          STATION RECOVERY (1958)
 GB1101
 GB1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1101'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1062 ***********************************************************************
 GB1062  DESIGNATION -  N 235
 GB1062  PID         -  GB1062
 GB1062  STATE/COUNTY-  KY/WAYNE
 GB1062  USGS QUAD   -  BELL FARM (1982)
 GB1062
 GB1062                         *CURRENT SURVEY CONTROL
 GB1062  ___________________________________________________________________
 GB1062* NAD 83(1986)-  36 40 54.     (N)    084 44 27.     (W)     SCALED    
 GB1062* NAVD 88     -       305.394  (meters)    1001.95   (feet)  ADJUSTED  
 GB1062  ___________________________________________________________________
 GB1062  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GB1062  DYNAMIC HT  -         305.147 (meters)    1001.14  (feet)  COMP
 GB1062  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 GB1062
 GB1062  VERT ORDER  -  SECOND    CLASS 0
 GB1062
 GB1062.The horizontal coordinates were scaled from a topographic map and have
 GB1062.an estimated accuracy of +/- 6 seconds.
 GB1062
 GB1062.The orthometric height was determined by differential leveling
 GB1062.and adjusted by the National Geodetic Survey in June 1991..
 GB1062
 GB1062.The geoid height was determined by GEOID03.
 GB1062
 GB1062.The dynamic height is computed by dividing the NAVD 88
 GB1062.geopotential number by the normal gravity value computed on the
 GB1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1062.degrees latitude (g = 980.6199 gals.).
 GB1062
 GB1062.The modeled gravity was interpolated from observed gravity values.
 GB1062
 GB1062;                    North         East    Units  Estimated Accuracy
 GB1062;SPC KY1Z     - 1,039,150.    1,590,210.      MT  (+/- 180 meters Scaled)
 GB1062
 GB1062                          SUPERSEDED SURVEY CONTROL
 GB1062
 GB1062  NGVD 29 (??/??/92)  305.536  (m)         1002.41   (f) ADJ UNCH    2 0
 GB1062
 GB1062.Superseded values are not recommended for survey control.
 GB1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1062.See file dsdata.txt to determine how the superseded data were derived.
 GB1062
 GB1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF018619(NAD 83)
 GB1062_MARKER: DB = BENCH MARK DISK
 GB1062_SETTING: 66 = SET IN ROCK OUTCROP
 GB1062_SP_SET: ROCK LEDGE
 GB1062_STAMPING: N 235 1951 1002.413
 GB1062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1062+STABILITY: POSITION/ELEVATION WELL
 GB1062
 GB1062  HISTORY     - Date     Condition        Report By
 GB1062  HISTORY     - 1951     MONUMENTED       CGS
 GB1062  HISTORY     - 1957     GOOD             NGS
 GB1062
 GB1062                          STATION DESCRIPTION
 GB1062
 GB1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1062'1 MI E FROM PARMLEYSVILLE.
 GB1062'ABOUT 1.05 MILES EAST ALONG A DIM ROUGH ROAD FROM THE POST
 GB1062'OFFICE AND CROSSROAD AT PARMLEYSVILLE, ABOUT 0.4 MILE EAST OF
 GB1062'DIM ROAD NORTH, IN THE TOP OF AN OUTCROPPING LEDGE OF LIMESTONE,
 GB1062'10 FEET SOUTHWEST OF CENTER LINE OF ROAD, 81 FEET SOUTHEAST OF A
 GB1062'POINT WHERE A FENCE LINE TURNS SOUTH AND LEAVES ROAD, 64 FEET WEST
 GB1062'AND ACROSS ROAD FROM A TRIANGULAR BLAZED 12-INCH OAK TREE AND ABOUT
 GB1062'3 1/2 FEET ABOVE LEVEL OF ROAD.
 GB1062
 GB1062                          STATION RECOVERY (1957)
 GB1062
 GB1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0870 ***********************************************************************
 GZ0870  DESIGNATION -  N 236
 GZ0870  PID         -  GZ0870
 GZ0870  STATE/COUNTY-  KY/CASEY
 GZ0870  USGS QUAD   -  ELLISBURG (1987)
 GZ0870
 GZ0870                         *CURRENT SURVEY CONTROL
 GZ0870  ___________________________________________________________________
 GZ0870* NAD 83(1986)-  37 24 43.     (N)    084 53 32.     (W)     SCALED    
 GZ0870* NAVD 88     -       308.916  (meters)    1013.50   (feet)  ADJUSTED  
 GZ0870  ___________________________________________________________________
 GZ0870  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GZ0870  DYNAMIC HT  -         308.674 (meters)    1012.71  (feet)  COMP
 GZ0870  MODELED GRAV-     979,838.0   (mgal)                       NAVD 88
 GZ0870
 GZ0870  VERT ORDER  -  SECOND    CLASS 0
 GZ0870
 GZ0870.The horizontal coordinates were scaled from a topographic map and have
 GZ0870.an estimated accuracy of +/- 6 seconds.
 GZ0870
 GZ0870.The orthometric height was determined by differential leveling
 GZ0870.and adjusted by the National Geodetic Survey in June 1991..
 GZ0870
 GZ0870.The geoid height was determined by GEOID03.
 GZ0870
 GZ0870.The dynamic height is computed by dividing the NAVD 88
 GZ0870.geopotential number by the normal gravity value computed on the
 GZ0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0870.degrees latitude (g = 980.6199 gals.).
 GZ0870
 GZ0870.The modeled gravity was interpolated from observed gravity values.
 GZ0870
 GZ0870;                    North         East    Units  Estimated Accuracy
 GZ0870;SPC KY1Z     - 1,120,060.    1,575,930.      MT  (+/- 180 meters Scaled)
 GZ0870
 GZ0870                          SUPERSEDED SURVEY CONTROL
 GZ0870
 GZ0870  NGVD 29 (??/??/92)  309.052  (m)         1013.95   (f) ADJ UNCH    2 0
 GZ0870
 GZ0870.Superseded values are not recommended for survey control.
 GZ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0870.See file dsdata.txt to determine how the superseded data were derived.
 GZ0870
 GZ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG865426(NAD 83)
 GZ0870_MARKER: DB = BENCH MARK DISK
 GZ0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0870_STAMPING: N 236 1951 1013.948
 GZ0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0870+STABILITY: SURFACE MOTION
 GZ0870
 GZ0870  HISTORY     - Date     Condition        Report By
 GZ0870  HISTORY     - 1951     MONUMENTED       CGS
 GZ0870  HISTORY     - 1958     POOR             NGS
 GZ0870
 GZ0870                          STATION DESCRIPTION
 GZ0870
 GZ0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ0870'3.3 MI SW FROM KIDDS STORE.
 GZ0870'ABOUT 1.55 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE
 GZ0870'JUNCTION OF STATE HIGHWAY 35 AND POST OFFICE AT KIDDS STORE,
 GZ0870'THENCE ABOUT 1.75 MILES SOUTHWEST ALONG A ROUGH ROCKY ROAD,
 GZ0870'ABOUT 0.1 MILE SOUTH OF THE TOP OF A DIVIDING RIDGE BETWEEN
 GZ0870'BRUSH CREEK AND FRYS CREEK, 13 FEET WEST OF THE CENTER LINE
 GZ0870'OF ROAD, 1 1/2 FEET EAST OF A WIRE FENCE, 8 FEET NORTH OF AN
 GZ0870'18-INCH SWEET GUM TREE IN FENCE LINE, 66 FEET NORTH OF THE
 GZ0870'CENTER OF THE JUNCTION OF A TRAIL LEADING SOUTHWEST TO A FARM
 GZ0870'HOUSE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 GZ0870'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GZ0870'3 INCHES.
 GZ0870
 GZ0870                          STATION RECOVERY (1958)
 GZ0870
 GZ0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ0870'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1687 ***********************************************************************
 GZ1687  DESIGNATION -  N 237
 GZ1687  PID         -  GZ1687
 GZ1687  STATE/COUNTY-  KY/ADAIR
 GZ1687  USGS QUAD   -  KNIFLEY (1970)
 GZ1687
 GZ1687                         *CURRENT SURVEY CONTROL
 GZ1687  ___________________________________________________________________
 GZ1687* NAD 83(1986)-  37 09 57.     (N)    085 07 37.     (W)     SCALED    
 GZ1687* NAVD 88     -       286.164  (meters)     938.86   (feet)  ADJUSTED  
 GZ1687  ___________________________________________________________________
 GZ1687  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GZ1687  DYNAMIC HT  -         285.933 (meters)     938.10  (feet)  COMP
 GZ1687  MODELED GRAV-     979,817.0   (mgal)                       NAVD 88
 GZ1687
 GZ1687  VERT ORDER  -  SECOND    CLASS 0
 GZ1687
 GZ1687.The horizontal coordinates were scaled from a topographic map and have
 GZ1687.an estimated accuracy of +/- 6 seconds.
 GZ1687
 GZ1687.The orthometric height was determined by differential leveling
 GZ1687.and adjusted by the National Geodetic Survey in June 1991..
 GZ1687
 GZ1687.The geoid height was determined by GEOID03.
 GZ1687
 GZ1687.The dynamic height is computed by dividing the NAVD 88
 GZ1687.geopotential number by the normal gravity value computed on the
 GZ1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1687.degrees latitude (g = 980.6199 gals.).
 GZ1687
 GZ1687.The modeled gravity was interpolated from observed gravity values.
 GZ1687
 GZ1687;                    North         East    Units  Estimated Accuracy
 GZ1687;SPC KY1Z     - 1,092,580.    1,555,340.      MT  (+/- 180 meters Scaled)
 GZ1687
 GZ1687                          SUPERSEDED SURVEY CONTROL
 GZ1687
 GZ1687  NGVD 29 (??/??/92)  286.307  (m)          939.33   (f) ADJ UNCH    2 0
 GZ1687
 GZ1687.Superseded values are not recommended for survey control.
 GZ1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1687.See file dsdata.txt to determine how the superseded data were derived.
 GZ1687
 GZ1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG663149(NAD 83)
 GZ1687_MARKER: DB = BENCH MARK DISK
 GZ1687_SETTING: 66 = SET IN ROCK OUTCROP
 GZ1687_SP_SET: ROCK CUT
 GZ1687_STAMPING: N 237 1951 939.326
 GZ1687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GZ1687+STABILITY: POSITION/ELEVATION WELL
 GZ1687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1687+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 GZ1687
 GZ1687  HISTORY     - Date     Condition        Report By
 GZ1687  HISTORY     - 1951     MONUMENTED       CGS
 GZ1687  HISTORY     - 1970     GOOD             NGS
 GZ1687  HISTORY     - 20050823 GOOD             KYTC
 GZ1687
 GZ1687                          STATION DESCRIPTION
 GZ1687
 GZ1687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GZ1687'8 MI SW FROM DUNNVILLE.
 GZ1687'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING
 GZ1687'IS A NEW AND COMPLETE DESCRIPTION.  ABOUT 7.5 MILES WEST AND
 GZ1687'SOUTHWEST ALONG STATE ROUTE 531 TO ITS JUNCTION WITH STATE
 GZ1687'ROUTES 206 AND 76, THENCE SOUTHERLY ON STATE ROUTE 206 FOR 0.5
 GZ1687'OF A MILE TO THE MARK ON THE RIGHT IN ROCK CUT, 20 FEET WEST
 GZ1687'OF THE APPROXIMATE CENTER OF STATE ROUTE 206, 6 FEET
 GZ1687'WEST-SOUTHWEST OF THE CENTER OF THE WEST END OF A 24-INCH PIPE
 GZ1687'CULVERT WITH AN ELL SHAPED CONCRETE HEADWALL, AND ABOUT 1.5 FEET
 GZ1687'ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK CEMENTED IN A
 GZ1687'DRILL HOLE IN THE VERTICAL FACE OF A ROCK CUT AND THE DISK IS
 GZ1687'STAMPED N 237 1951 939.326.  ENTIRE AREA SOLID ROCK, NO METAL
 GZ1687'WITNESS POST COULD BE SET.
 GZ1687
 GZ1687                          STATION RECOVERY (2005)
 GZ1687
 GZ1687'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9551 ***********************************************************************
 AA9551  DESIGNATION -  N 238 RESET
 AA9551  PID         -  AA9551
 AA9551  STATE/COUNTY-  KY/RUSSELL
 AA9551  USGS QUAD   -  RUSSELL SPRINGS (1973)
 AA9551
 AA9551                         *CURRENT SURVEY CONTROL
 AA9551  ___________________________________________________________________
 AA9551* NAD 83(1986)-  37 04 42.     (N)    085 04 12.     (W)     SCALED    
 AA9551* NAVD 88     -       305.57   (meters)    1002.5    (feet)  RESET     
 AA9551  ___________________________________________________________________
 AA9551  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AA9551
 AA9551  VERT ORDER  -  THIRD
 AA9551
 AA9551.The horizontal coordinates were scaled from a topographic map and have
 AA9551.an estimated accuracy of +/- 6 seconds.
 AA9551
 AA9551.The orthometric height was computed from unverified reset data.
 AA9551
 AA9551.The geoid height was determined by GEOID03.
 AA9551
 AA9551;                    North         East    Units  Estimated Accuracy
 AA9551;SPC KY1Z     - 1,082,900.    1,560,470.      MT  (+/- 180 meters Scaled)
 AA9551
 AA9551                          SUPERSEDED SURVEY CONTROL
 AA9551
 AA9551.No superseded survey control is available for this station.
 AA9551
 AA9551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG715053(NAD 83)
 AA9551_MARKER: DV = VERTICAL CONTROL DISK
 AA9551_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA9551_SP_SET: CULVERT HEADWALL
 AA9551_STAMPING: N 238 1951 RESET 1993
 AA9551_MARK LOGO: NGS   
 AA9551_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9551+STABILITY: SURFACE MOTION
 AA9551
 AA9551  HISTORY     - Date     Condition        Report By
 AA9551  HISTORY     - 1993     MONUMENTED       KYDT
 AA9551
 AA9551                          STATION DESCRIPTION
 AA9551
 AA9551'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RDH)
 AA9551'0.9 MILE (1.4 KM) NORTH ALONG US 127 FROM INTERTSECTION WITH STATE
 AA9551'HIGHWAY 80 AT NORTHEAST CITY LIMITS OF RUSSELL SPRINGS, SET IN THE TOP
 AA9551'OF NORTHEAST END OF EAST HEADWALL OF A 12 FOOT (3.7 M) SKEWED CONCRETE
 AA9551'CULVERT, 52.4 FEET (16.0 M) EAST OF CENTERLINE OF US 127, ABOUT 5 FEET
 AA9551'(1.5 M) BELOW ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1481 ***********************************************************************
 GB1481  DESIGNATION -  N 239
 GB1481  PID         -  GB1481
 GB1481  STATE/COUNTY-  KY/RUSSELL
 GB1481  USGS QUAD   -  JAMESTOWN (1978)
 GB1481
 GB1481                         *CURRENT SURVEY CONTROL
 GB1481  ___________________________________________________________________
 GB1481* NAD 83(1986)-  36 55 06.     (N)    085 06 09.     (W)     SCALED    
 GB1481* NAVD 88     -       322.728  (meters)    1058.82   (feet)  ADJUSTED  
 GB1481  ___________________________________________________________________
 GB1481  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GB1481  DYNAMIC HT  -         322.458 (meters)    1057.93  (feet)  COMP
 GB1481  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 GB1481
 GB1481  VERT ORDER  -  SECOND    CLASS 0
 GB1481
 GB1481.The horizontal coordinates were scaled from a topographic map and have
 GB1481.an estimated accuracy of +/- 6 seconds.
 GB1481
 GB1481.The orthometric height was determined by differential leveling
 GB1481.and adjusted by the National Geodetic Survey in June 1991..
 GB1481
 GB1481.The geoid height was determined by GEOID03.
 GB1481
 GB1481.The dynamic height is computed by dividing the NAVD 88
 GB1481.geopotential number by the normal gravity value computed on the
 GB1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1481.degrees latitude (g = 980.6199 gals.).
 GB1481
 GB1481.The modeled gravity was interpolated from observed gravity values.
 GB1481
 GB1481;                    North         East    Units  Estimated Accuracy
 GB1481;SPC KY1Z     - 1,065,130.    1,557,700.      MT  (+/- 180 meters Scaled)
 GB1481
 GB1481                          SUPERSEDED SURVEY CONTROL
 GB1481
 GB1481  NGVD 29 (??/??/92)  322.867  (m)         1059.27   (f) ADJ UNCH    2 0
 GB1481
 GB1481.Superseded values are not recommended for survey control.
 GB1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1481.See file dsdata.txt to determine how the superseded data were derived.
 GB1481
 GB1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF690874(NAD 83)
 GB1481_MARKER: DD = SURVEY DISK
 GB1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1481_STAMPING: N 239 1951 1059.273
 GB1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1481+STABILITY: SURFACE MOTION
 GB1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1481+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GB1481
 GB1481  HISTORY     - Date     Condition        Report By
 GB1481  HISTORY     - UNK      MONUMENTED       DOD
 GB1481  HISTORY     - 1951     GOOD             NGS
 GB1481  HISTORY     - 1958     GOOD             NGS
 GB1481  HISTORY     - 20040309 GOOD             KYDT
 GB1481
 GB1481                          STATION DESCRIPTION
 GB1481
 GB1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1481'0.3 MI S FROM SEWELLTON.
 GB1481'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF
 GB1481'STATE HIGHWAY 55 AT SEWELLTON, ABOUT 0.1 MILE SOUTH OF POST
 GB1481'OFFICE AT SEWELLTON, AT THE JUNCTION OF A ROAD LEADING EAST, 94
 GB1481'FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 46 1/2 FEET SOUTH OF
 GB1481'CENTER LINE OF ROAD EAST, 36 FEET NORTHWEST OF THE WEST CORNER
 GB1481'OF A 1 1/2-STORY HOUSE AND IN LINE WITH SOUTHWEST WALL OF HOUSE,
 GB1481'ABOUT 2 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 GB1481'CONCRETE POST PROJECTING 1 INCH.  NOTE-- FOUND UNSTAMPED AND
 GB1481'ASSIGNED OUT NEXT DESIGNATION.  NOTE-- MARK IS ALONG THE
 GB1481'SOUTHWEST EDGE OF THE SIDEWALK LEADING TO THE HOUSE.
 GB1481
 GB1481                          STATION RECOVERY (1958)
 GB1481
 GB1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1481'RECOVERED IN GOOD CONDITION.
 GB1481
 GB1481                          STATION RECOVERY (2004)
 GB1481
 GB1481'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1481'MARK IS 93.2 FEET NORTHEAST OF CENTERLINE OF US 127, 31.5 FEET
 GB1481'NORTHWEST OF NORTHWEST CORNER OF 1 STORY BRICK HOUSE, 14.5 FEET
 GB1481'NORTHEAST OF A 14 INCH MAPLE TREE, 0.85 FOOT SOUTH OF SOUTH EDGE OF
 GB1481'SIDEWALK TO HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ0703 ***********************************************************************
 GZ0703  DESIGNATION -  N 240
 GZ0703  PID         -  GZ0703
 GZ0703  STATE/COUNTY-  KY/PULASKI
 GZ0703  USGS QUAD   -  DELMER (1973)
 GZ0703
 GZ0703                         *CURRENT SURVEY CONTROL
 GZ0703  ___________________________________________________________________
 GZ0703* NAD 83(1986)-  37 04 25.     (N)    084 40 09.     (W)     SCALED    
 GZ0703* NAVD 88     -       307.845  (meters)    1009.99   (feet)  ADJUSTED  
 GZ0703  ___________________________________________________________________
 GZ0703  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GZ0703  DYNAMIC HT  -         307.603 (meters)    1009.19  (feet)  COMP
 GZ0703  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 GZ0703
 GZ0703  VERT ORDER  -  FIRST     CLASS I
 GZ0703
 GZ0703.The horizontal coordinates were scaled from a topographic map and have
 GZ0703.an estimated accuracy of +/- 6 seconds.
 GZ0703
 GZ0703.The orthometric height was determined by differential leveling
 GZ0703.and adjusted by the National Geodetic Survey in June 1991..
 GZ0703
 GZ0703.The geoid height was determined by GEOID03.
 GZ0703
 GZ0703.The dynamic height is computed by dividing the NAVD 88
 GZ0703.geopotential number by the normal gravity value computed on the
 GZ0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ0703.degrees latitude (g = 980.6199 gals.).
 GZ0703
 GZ0703.The modeled gravity was interpolated from observed gravity values.
 GZ0703
 GZ0703;                    North         East    Units  Estimated Accuracy
 GZ0703;SPC KY1Z     - 1,082,720.    1,596,110.      MT  (+/- 180 meters Scaled)
 GZ0703
 GZ0703                          SUPERSEDED SURVEY CONTROL
 GZ0703
 GZ0703  NGVD 29 (??/??/92)  307.999  (m)         1010.49   (f) ADJ UNCH    1 1
 GZ0703
 GZ0703.Superseded values are not recommended for survey control.
 GZ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ0703.See file dsdata.txt to determine how the superseded data were derived.
 GZ0703
 GZ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG072055(NAD 83)
 GZ0703_MARKER: DB = BENCH MARK DISK
 GZ0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ0703_STAMPING: N 240 1951 1010.493
 GZ0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ0703+STABILITY: SURFACE MOTION
 GZ0703
 GZ0703  HISTORY     - Date     Condition        Report By
 GZ0703  HISTORY     - 1951     MONUMENTED       CGS
 GZ0703  HISTORY     - 1968     GOOD             NGS
 GZ0703  HISTORY     - 1983     GOOD             KYDT
 GZ0703
 GZ0703                          STATION DESCRIPTION
 GZ0703
 GZ0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GZ0703'5 MI W FROM SOMERSET.
 GZ0703'ABOUT 1.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GZ0703'STATION AT SOMERSET, THENCE 3.6 MILES WEST ALONG STATE HIGHWAY
 GZ0703'80, 0.7 MILE SOUTHWEST OF A JUNCTION OF THE HIGHWAY AND STATE
 GZ0703'HIGHWAY 1248, 150 YARDS SOUTH OF A TEXACO SERVICE STATION, 37
 GZ0703'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 135 FEET WEST AND
 GZ0703'ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A STONE HOUSE,
 GZ0703'51 FEET NORTHWEST OF THE CENTER OF A JUNCTION OF THE HIGHWAY
 GZ0703'AND A PRIVATE DRIVEWAY, 33 FEET NORTHWEST OF THE NORTH END
 GZ0703'OF THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 GZ0703'9 FEET SOUTHEAST OF A POWER POLE WHICH BEARS A TRANSFORMER,
 GZ0703'4 FEET SOUTH OF A CORNER FENCE POST, 1 1/2 FEET EAST OF A
 GZ0703'FENCE, 0.8 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET
 GZ0703'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 GZ0703'POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 GZ0703
 GZ0703                          STATION RECOVERY (1983)
 GZ0703
 GZ0703'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1983
 GZ0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1814 ***********************************************************************
 GZ1814  DESIGNATION -  N 241
 GZ1814  PID         -  GZ1814
 GZ1814  STATE/COUNTY-  KY/ADAIR
 GZ1814  USGS QUAD   -  COLUMBIA (1976)
 GZ1814
 GZ1814                         *CURRENT SURVEY CONTROL
 GZ1814  ___________________________________________________________________
 GZ1814* NAD 83(1986)-  37 00 44.     (N)    085 18 14.     (W)     SCALED    
 GZ1814* NAVD 88     -       299.879  (meters)     983.85   (feet)  ADJUSTED  
 GZ1814  ___________________________________________________________________
 GZ1814  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GZ1814  DYNAMIC HT  -         299.636 (meters)     983.06  (feet)  COMP
 GZ1814  MODELED GRAV-     979,811.6   (mgal)                       NAVD 88
 GZ1814
 GZ1814  VERT ORDER  -  SECOND    CLASS 0
 GZ1814
 GZ1814.The horizontal coordinates were scaled from a topographic map and have
 GZ1814.an estimated accuracy of +/- 6 seconds.
 GZ1814
 GZ1814.The orthometric height was determined by differential leveling
 GZ1814.and adjusted by the National Geodetic Survey in June 1991..
 GZ1814
 GZ1814.The geoid height was determined by GEOID03.
 GZ1814
 GZ1814.The dynamic height is computed by dividing the NAVD 88
 GZ1814.geopotential number by the normal gravity value computed on the
 GZ1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1814.degrees latitude (g = 980.6199 gals.).
 GZ1814
 GZ1814.The modeled gravity was interpolated from observed gravity values.
 GZ1814
 GZ1814;                    North         East    Units  Estimated Accuracy
 GZ1814;SPC KY1Z     - 1,075,440.    1,539,700.      MT  (+/- 180 meters Scaled)
 GZ1814
 GZ1814                          SUPERSEDED SURVEY CONTROL
 GZ1814
 GZ1814  NGVD 29 (??/??/92)  300.028  (m)          984.34   (f) ADJ UNCH    2 0
 GZ1814
 GZ1814.Superseded values are not recommended for survey control.
 GZ1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1814.See file dsdata.txt to determine how the superseded data were derived.
 GZ1814
 GZ1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF508975(NAD 83)
 GZ1814_MARKER: DB = BENCH MARK DISK
 GZ1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1814_STAMPING: N 241 1951 984.342
 GZ1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1814+STABILITY: SURFACE MOTION
 GZ1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GZ1814+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 GZ1814
 GZ1814  HISTORY     - Date     Condition        Report By
 GZ1814  HISTORY     - 1951     MONUMENTED       CGS
 GZ1814  HISTORY     - 1958     GOOD             NGS
 GZ1814  HISTORY     - 20050816 GOOD             KYTC
 GZ1814
 GZ1814                          STATION DESCRIPTION
 GZ1814
 GZ1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1814'AT FAIRPLAY.
 GZ1814'AT FAIRPLAY, 28 FEET WEST OF CENTER LINE OF NORTH-SOUTH PROMINENT
 GZ1814'GRAVEL ROAD, 94 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 GZ1814'A ROAD LEADING EAST, ABOUT 50 YARDS SOUTHWEST AND ACROSS ROAD FROM
 GZ1814'POST OFFICE AND STORE, 107 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GZ1814'OF A HOUSE, 48 1/2 FEET SOUTHWEST OF THE SOUTH END OF THE WEST
 GZ1814'CONCRETE HEAD WALL OF A PIPE CULVERT, 2 FEET SOUTH OF A WHITE
 GZ1814'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF
 GZ1814'A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE MARK IS AT THE
 GZ1814'JUNCTION OF STATE HIGHWAY 704 AND 768 LEADING EAST.
 GZ1814
 GZ1814                          STATION RECOVERY (1958)
 GZ1814
 GZ1814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GZ1814'RECOVERED IN GOOD CONDITION.
 GZ1814
 GZ1814                          STATION RECOVERY (2005)
 GZ1814
 GZ1814'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GZ1814'MARK IS 19.5 FEET SOUTH OF THE CENTER OF A WATER METER, BURIED 2
 GZ1814'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1432 ***********************************************************************
 GB1432  DESIGNATION -  N 242
 GB1432  PID         -  GB1432
 GB1432  STATE/COUNTY-  KY/ADAIR
 GB1432  USGS QUAD   -  AMANDAVILLE (1981)
 GB1432
 GB1432                         *CURRENT SURVEY CONTROL
 GB1432  ___________________________________________________________________
 GB1432* NAD 83(1986)-  36 58 42.     (N)    085 17 19.     (W)     SCALED    
 GB1432* NAVD 88     -       288.942  (meters)     947.97   (feet)  ADJUSTED  
 GB1432  ___________________________________________________________________
 GB1432  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GB1432  DYNAMIC HT  -         288.706 (meters)     947.20  (feet)  COMP
 GB1432  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 GB1432
 GB1432  VERT ORDER  -  SECOND    CLASS 0
 GB1432
 GB1432.The horizontal coordinates were scaled from a topographic map and have
 GB1432.an estimated accuracy of +/- 6 seconds.
 GB1432
 GB1432.The orthometric height was determined by differential leveling
 GB1432.and adjusted by the National Geodetic Survey in June 1991..
 GB1432
 GB1432.The geoid height was determined by GEOID03.
 GB1432
 GB1432.The dynamic height is computed by dividing the NAVD 88
 GB1432.geopotential number by the normal gravity value computed on the
 GB1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1432.degrees latitude (g = 980.6199 gals.).
 GB1432
 GB1432.The modeled gravity was interpolated from observed gravity values.
 GB1432
 GB1432;                    North         East    Units  Estimated Accuracy
 GB1432;SPC KY1Z     - 1,071,690.    1,541,080.      MT  (+/- 180 meters Scaled)
 GB1432
 GB1432                          SUPERSEDED SURVEY CONTROL
 GB1432
 GB1432  NGVD 29 (??/??/92)  289.088  (m)          948.45   (f) ADJ UNCH    2 0
 GB1432
 GB1432.Superseded values are not recommended for survey control.
 GB1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1432.See file dsdata.txt to determine how the superseded data were derived.
 GB1432
 GB1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF523938(NAD 83)
 GB1432_MARKER: DB = BENCH MARK DISK
 GB1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1432_STAMPING: N 242 1951
 GB1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1432+STABILITY: SURFACE MOTION
 GB1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1432+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 GB1432
 GB1432  HISTORY     - Date     Condition        Report By
 GB1432  HISTORY     - 1951     MONUMENTED       CGS
 GB1432  HISTORY     - 1958     GOOD             NGS
 GB1432  HISTORY     - 20050914 GOOD             KYTC
 GB1432
 GB1432                          STATION DESCRIPTION
 GB1432
 GB1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1432'2.8 MI N FROM INROAD.
 GB1432'ABOUT 2.85 MILES NORTH ALONG A GRAVEL ROAD FROM REPUBLICAN SCHOOL
 GB1432'AT INROAD, ABOUT 2.9 MILES SOUTH OF THE POST OFFICE AND ROAD
 GB1432'JUNCTION AT FAIRPLAY, ABOUT 1.5 MILES SOUTH OF WALNUT GROVE SCHOOL,
 GB1432'40 YARDS NORTHWEST OF NORTH CORNER OF A SMALL CEMETERY, AT THE
 GB1432'NORTHWEST END OF A CUT, 28 FEET SOUTHWEST OF THE CENTER LINE OF
 GB1432'ROAD, 1 FOOT NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A
 GB1432'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE HIGHWAY AND SET IN
 GB1432'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1432
 GB1432                          STATION RECOVERY (1958)
 GB1432
 GB1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1432'RECOVERED IN GOOD CONDITION.
 GB1432
 GB1432                          STATION RECOVERY (2005)
 GB1432
 GB1432'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1432'MARK IS 78 FEET SOUTH-SOUTHEAST AND ACROSS ROAD FROM A TELEPHONE POLE,
 GB1432'72 FEET SOUTHEAST OF A POWER POLE AND FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GZ1796 ***********************************************************************
 GZ1796  DESIGNATION -  N 243
 GZ1796  PID         -  GZ1796
 GZ1796  STATE/COUNTY-  KY/ADAIR
 GZ1796  USGS QUAD   -  GRADYVILLE (1973)
 GZ1796
 GZ1796                         *CURRENT SURVEY CONTROL
 GZ1796  ___________________________________________________________________
 GZ1796* NAD 83(1986)-  37 06 35.     (N)    085 29 51.     (W)     SCALED    
 GZ1796* NAVD 88     -       303.935  (meters)     997.16   (feet)  ADJUSTED  
 GZ1796  ___________________________________________________________________
 GZ1796  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GZ1796  DYNAMIC HT  -         303.696 (meters)     996.38  (feet)  COMP
 GZ1796  MODELED GRAV-     979,836.5   (mgal)                       NAVD 88
 GZ1796
 GZ1796  VERT ORDER  -  SECOND    CLASS 0
 GZ1796
 GZ1796.The horizontal coordinates were scaled from a topographic map and have
 GZ1796.an estimated accuracy of +/- 6 seconds.
 GZ1796
 GZ1796.The orthometric height was determined by differential leveling
 GZ1796.and adjusted by the National Geodetic Survey in June 1991..
 GZ1796
 GZ1796.The geoid height was determined by GEOID03.
 GZ1796
 GZ1796.The dynamic height is computed by dividing the NAVD 88
 GZ1796.geopotential number by the normal gravity value computed on the
 GZ1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GZ1796.degrees latitude (g = 980.6199 gals.).
 GZ1796
 GZ1796.The modeled gravity was interpolated from observed gravity values.
 GZ1796
 GZ1796;                    North         East    Units  Estimated Accuracy
 GZ1796;SPC KY1Z     - 1,086,200.    1,522,440.      MT  (+/- 180 meters Scaled)
 GZ1796
 GZ1796                          SUPERSEDED SURVEY CONTROL
 GZ1796
 GZ1796  NGVD 29 (??/??/92)  304.084  (m)          997.65   (f) ADJ UNCH    2 0
 GZ1796
 GZ1796.Superseded values are not recommended for survey control.
 GZ1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GZ1796.See file dsdata.txt to determine how the superseded data were derived.
 GZ1796
 GZ1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG334081(NAD 83)
 GZ1796_MARKER: DB = BENCH MARK DISK
 GZ1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GZ1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GZ1796_STAMPING: N 243 1951
 GZ1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GZ1796+STABILITY: SURFACE MOTION
 GZ1796
 GZ1796  HISTORY     - Date     Condition        Report By
 GZ1796  HISTORY     - 1951     MONUMENTED       CGS
 GZ1796  HISTORY     - 19931101 MARK NOT FOUND   KYDT
 GZ1796
 GZ1796                          STATION DESCRIPTION
 GZ1796
 GZ1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GZ1796'2.2 MI SW FROM PICKETT.
 GZ1796'ABOUT 0.4 MILE SOUTHWEST AND WEST ALONG A GRADED ROAD FROM THE
 GZ1796'POST OFFICE AND ROAD JUNCTION AT PICKETT, THENCE ABOUT 0.95
 GZ1796'MILE SOUTHWEST ALONG A ROUGH DIRT ROAD, THENCE ABOUT 0.9 MILE
 GZ1796'SOUTHWEST AND WEST ALONG A TRAIL, AT THE JUNCTION OF A GRADED
 GZ1796'ROAD, ABOUT 80 YARDS SOUTHEAST OF TOP OF GRADE ON GRADED ROAD,
 GZ1796'ABOUT 85 YARDS SOUTHEAST OF A LOG HOUSE WHICH IS ON NORTHEAST
 GZ1796'SIDE OF ROAD, 33 FEET SOUTHWEST OF CENTER LINE OF GRADED ROAD, 1
 GZ1796'FOOT NORTHEAST OF A WIRE FENCE TACKED TO TREES, 62 FEET WEST OF
 GZ1796'THE CENTER OF THE JUNCTION OF THE NORTHWEST LEG OF TRAIL LEADING
 GZ1796'EAST, 48 FEET NORTHWEST OF A 14-INCH BEECH TREE, 2 FEET NORTHWEST
 GZ1796'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN
 GZ1796'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK
 GZ1796'MAY BE REACHED FROM THE POST OFFICE AT KELTNER BY GOING ABOUT
 GZ1796'0.55 MILE EAST ALONG A GRAVEL ROAD, THENCE ABOUT 1.0 MILE
 GZ1796'NORTHEAST AND NORTH ALONG A GRADED ROAD.
 GZ1796
 GZ1796                          STATION RECOVERY (1993)
 GZ1796
 GZ1796'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1993 (RH)
 GZ1796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2060 ***********************************************************************
 GB2060  DESIGNATION -  N 244
 GB2060  PID         -  GB2060
 GB2060  STATE/COUNTY-  KY/METCALFE
 GB2060  USGS QUAD   -  EDMONTON (1982)
 GB2060
 GB2060                         *CURRENT SURVEY CONTROL
 GB2060  ___________________________________________________________________
 GB2060* NAD 83(1986)-  36 57 07.     (N)    085 34 07.     (W)     SCALED    
 GB2060* NAVD 88     -       307.526  (meters)    1008.94   (feet)  ADJUSTED  
 GB2060  ___________________________________________________________________
 GB2060  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GB2060  DYNAMIC HT  -         307.277 (meters)    1008.12  (feet)  COMP
 GB2060  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GB2060
 GB2060  VERT ORDER  -  SECOND    CLASS 0
 GB2060
 GB2060.The horizontal coordinates were scaled from a topographic map and have
 GB2060.an estimated accuracy of +/- 6 seconds.
 GB2060
 GB2060.The orthometric height was determined by differential leveling
 GB2060.and adjusted by the National Geodetic Survey in June 1991..
 GB2060
 GB2060.The geoid height was determined by GEOID03.
 GB2060
 GB2060.The dynamic height is computed by dividing the NAVD 88
 GB2060.geopotential number by the normal gravity value computed on the
 GB2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2060.degrees latitude (g = 980.6199 gals.).
 GB2060
 GB2060.The modeled gravity was interpolated from observed gravity values.
 GB2060
 GB2060;                    North         East    Units  Estimated Accuracy
 GB2060;SPC KY1Z     - 1,068,670.    1,516,160.      MT  (+/- 180 meters Scaled)
 GB2060
 GB2060                          SUPERSEDED SURVEY CONTROL
 GB2060
 GB2060  NGVD 29 (??/??/92)  307.668  (m)         1009.41   (f) ADJ UNCH    2 0
 GB2060
 GB2060.Superseded values are not recommended for survey control.
 GB2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2060.See file dsdata.txt to determine how the superseded data were derived.
 GB2060
 GB2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF274904(NAD 83)
 GB2060_MARKER: DB = BENCH MARK DISK
 GB2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2060_STAMPING: N 244 1951 1009.407
 GB2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2060+STABILITY: SURFACE MOTION
 GB2060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2060+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 GB2060
 GB2060  HISTORY     - Date     Condition        Report By
 GB2060  HISTORY     - 1951     MONUMENTED       CGS
 GB2060  HISTORY     - 1958     GOOD             NGS
 GB2060  HISTORY     - 20010412 GOOD             KYDT
 GB2060
 GB2060                          STATION DESCRIPTION
 GB2060
 GB2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2060'3.5 MI SE FROM EDMONTON.
 GB2060'ABOUT 3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 496 FROM THE
 GB2060'COURT HOUSE AT EDMONTON, ABOUT 0.15 MILE EAST OF JUNCTION OF
 GB2060'A GRAVEL ROAD SOUTH, AT GRACE UNION CHURCH, 62 FEET SOUTHEAST
 GB2060'OF CENTER LINE OF HIGHWAY, 86 FEET NORTHEAST OF NORTH CORNER OF
 GB2060'CHURCH BUILDING, 2 FEET SOUTHWEST OF NORTHEAST CHURCH YARD
 GB2060'FENCE LINE, 36 FEET SOUTHEAST OF A FENCE CORNER, IN LINE WITH
 GB2060'EXTENDED NORTHWEST (FRONT) WALL OF CHURCH, 2 FEET NORTHWEST
 GB2060'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE HIGHWAY AND
 GB2060'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB2060
 GB2060                          STATION RECOVERY (1958)
 GB2060
 GB2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2060'RECOVERED IN GOOD CONDITION.
 GB2060
 GB2060                          STATION RECOVERY (2001)
 GB2060
 GB2060'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 GB2060'MARK IS 64 FEET SOUTHEAST OF CENTERLINE OF ROAD, AT SOUTHWEST EDGE OF
 GB2060'GARDEN PLOT, 29.5 FEET SOUTHEAST OF THE NORTHEAST ONE OF TWO WATER
 GB2060'METERS, 7 FEET NORTHEAST OF THE NORTHEAST EDGE OF BLACKTOP PARKING LOT
 GB2060'FOR CHURCH AND IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2033 ***********************************************************************
 GB2033  DESIGNATION -  N 245
 GB2033  PID         -  GB2033
 GB2033  STATE/COUNTY-  KY/METCALFE
 GB2033  USGS QUAD   -  SUMMER SHADE (1974)
 GB2033
 GB2033                         *CURRENT SURVEY CONTROL
 GB2033  ___________________________________________________________________
 GB2033* NAD 83(1986)-  36 59 41.     (N)    085 43 04.     (W)     SCALED    
 GB2033* NAVD 88     -       274.879  (meters)     901.83   (feet)  ADJUSTED  
 GB2033  ___________________________________________________________________
 GB2033  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GB2033  DYNAMIC HT  -         274.655 (meters)     901.10  (feet)  COMP
 GB2033  MODELED GRAV-     979,809.2   (mgal)                       NAVD 88
 GB2033
 GB2033  VERT ORDER  -  SECOND    CLASS 0
 GB2033
 GB2033.The horizontal coordinates were scaled from a topographic map and have
 GB2033.an estimated accuracy of +/- 6 seconds.
 GB2033
 GB2033.The orthometric height was determined by differential leveling
 GB2033.and adjusted by the National Geodetic Survey in June 1991..
 GB2033
 GB2033.The geoid height was determined by GEOID03.
 GB2033
 GB2033.The dynamic height is computed by dividing the NAVD 88
 GB2033.geopotential number by the normal gravity value computed on the
 GB2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2033.degrees latitude (g = 980.6199 gals.).
 GB2033
 GB2033.The modeled gravity was interpolated from observed gravity values.
 GB2033
 GB2033;                    North         East    Units  Estimated Accuracy
 GB2033;SPC KY1Z     - 1,073,410.    1,502,870.      MT  (+/- 180 meters Scaled)
 GB2033
 GB2033                          SUPERSEDED SURVEY CONTROL
 GB2033
 GB2033  NGVD 29 (??/??/92)  275.024  (m)          902.31   (f) ADJ UNCH    2 0
 GB2033
 GB2033.Superseded values are not recommended for survey control.
 GB2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2033.See file dsdata.txt to determine how the superseded data were derived.
 GB2033
 GB2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF140950(NAD 83)
 GB2033_MARKER: DB = BENCH MARK DISK
 GB2033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB2033_SP_SET: CULVERT
 GB2033_STAMPING: N 245 1951 902.308
 GB2033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2033
 GB2033  HISTORY     - Date     Condition        Report By
 GB2033  HISTORY     - 1951     MONUMENTED       CGS
 GB2033  HISTORY     - 1958     GOOD             NGS
 GB2033
 GB2033                          STATION DESCRIPTION
 GB2033
 GB2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2033'0.6 MI S FROM WISDOM.
 GB2033'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 640 FROM THE JUNCTION
 GB2033'OF STATE HIGHWAY 80 AND POST OFFICE AT WISDOM, IN THE TOP OF THE
 GB2033'NORTH END OF THE WEST HEAD WALL OF AN 8-FOOT CONCRETE CULVERT,
 GB2033'12 1/2 FEET WEST OF CENTER LINE OF HIGHWAY, 69 FEET NORTH OF
 GB2033'CENTER LINE OF A PRIVATE ROAD WEST AND ABOUT 1/2 FOOT BELOW
 GB2033'HIGHWAY.
 GB2033
 GB2033                          STATION RECOVERY (1958)
 GB2033
 GB2033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB2033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1165 ***********************************************************************
 GB1165  DESIGNATION -  N 246
 GB1165  PID         -  GB1165
 GB1165  STATE/COUNTY-  KY/WAYNE
 GB1165  USGS QUAD   -  JABEZ (1978)
 GB1165
 GB1165                         *CURRENT SURVEY CONTROL
 GB1165  ___________________________________________________________________
 GB1165* NAD 83(1986)-  36 54 03.     (N)    084 54 01.     (W)     SCALED    
 GB1165* NAVD 88     -       298.521  (meters)     979.40   (feet)  ADJUSTED  
 GB1165  ___________________________________________________________________
 GB1165  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GB1165  DYNAMIC HT  -         298.272 (meters)     978.58  (feet)  COMP
 GB1165  MODELED GRAV-     979,788.8   (mgal)                       NAVD 88
 GB1165
 GB1165  VERT ORDER  -  SECOND    CLASS 0
 GB1165
 GB1165.The horizontal coordinates were scaled from a topographic map and have
 GB1165.an estimated accuracy of +/- 6 seconds.
 GB1165
 GB1165.The orthometric height was determined by differential leveling
 GB1165.and adjusted by the National Geodetic Survey in June 1991..
 GB1165
 GB1165.The geoid height was determined by GEOID03.
 GB1165
 GB1165.The dynamic height is computed by dividing the NAVD 88
 GB1165.geopotential number by the normal gravity value computed on the
 GB1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1165.degrees latitude (g = 980.6199 gals.).
 GB1165
 GB1165.The modeled gravity was interpolated from observed gravity values.
 GB1165
 GB1165;                    North         East    Units  Estimated Accuracy
 GB1165;SPC KY1Z     - 1,063,330.    1,575,740.      MT  (+/- 180 meters Scaled)
 GB1165
 GB1165                          SUPERSEDED SURVEY CONTROL
 GB1165
 GB1165  NGVD 29 (??/??/92)  298.657  (m)          979.84   (f) ADJ UNCH    2 0
 GB1165
 GB1165.Superseded values are not recommended for survey control.
 GB1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1165.See file dsdata.txt to determine how the superseded data were derived.
 GB1165
 GB1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF870859(NAD 83)
 GB1165_MARKER: DB = BENCH MARK DISK
 GB1165_SETTING: 66 = SET IN ROCK OUTCROP
 GB1165_SP_SET: ROCK LEDGE
 GB1165_STAMPING: N 246 1951 979.844
 GB1165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1165+STABILITY: POSITION/ELEVATION WELL
 GB1165
 GB1165  HISTORY     - Date     Condition        Report By
 GB1165  HISTORY     - 1951     MONUMENTED       CGS
 GB1165  HISTORY     - 1957     GOOD             NGS
 GB1165
 GB1165                          STATION DESCRIPTION
 GB1165
 GB1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1165'5.8 MI NW FROM MONTICELLO.
 GB1165'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 92 FROM THE
 GB1165'JUNCTION OF STATE HIGHWAY 90 AT MONTICELLO, THENCE 3.15 MILES
 GB1165'NORTH ALONG A GRAVEL ROAD, ABOUT 1.05 MILES NORTHWEST OF PARMLEYS
 GB1165'GROVE CHURCH AND CEMETERY, ABOUT 1.05 MILE SOUTHEAST OF A SCHOOL,
 GB1165'IN THE TOP OF AN OUTCROPPING LIMESTONE LEDGE, NEAR THE TOP OF A
 GB1165'GRADE, 27 FEET SOUTH OF CENTER LINE OF ROAD, 73 FEET NORTHWEST
 GB1165'OF NORTHWEST CORNER OF A HOUSE OWNED BY BOB MC FARLAND, 22 FEET
 GB1165'EAST OF WEST END OF LEDGE, 9 FEET NORTH OF A FENCE LINE, 1 FOOT
 GB1165'SOUTH OF A 10-INCH TRIANGLE CHISELED IN VERTICAL FACE OF LEDGE
 GB1165'AND ABOUT 4 1/2 FEET ABOVE ROAD.
 GB1165
 GB1165                          STATION RECOVERY (1957)
 GB1165
 GB1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1142 ***********************************************************************
 GB1142  DESIGNATION -  N 247
 GB1142  PID         -  GB1142
 GB1142  STATE/COUNTY-  KY/WAYNE
 GB1142  USGS QUAD   -  POWERSBURG (1954)
 GB1142
 GB1142                         *CURRENT SURVEY CONTROL
 GB1142  ___________________________________________________________________
 GB1142* NAD 83(1986)-  36 41 36.     (N)    084 58 45.     (W)     SCALED    
 GB1142* NAVD 88     -       319.665  (meters)    1048.77   (feet)  ADJUSTED  
 GB1142  ___________________________________________________________________
 GB1142  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GB1142  DYNAMIC HT  -         319.392 (meters)    1047.87  (feet)  COMP
 GB1142  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GB1142
 GB1142  VERT ORDER  -  SECOND    CLASS 0
 GB1142
 GB1142.The horizontal coordinates were scaled from a topographic map and have
 GB1142.an estimated accuracy of +/- 6 seconds.
 GB1142
 GB1142.The orthometric height was determined by differential leveling
 GB1142.and adjusted by the National Geodetic Survey in June 1991..
 GB1142
 GB1142.The geoid height was determined by GEOID03.
 GB1142
 GB1142.The dynamic height is computed by dividing the NAVD 88
 GB1142.geopotential number by the normal gravity value computed on the
 GB1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1142.degrees latitude (g = 980.6199 gals.).
 GB1142
 GB1142.The modeled gravity was interpolated from observed gravity values.
 GB1142
 GB1142;                    North         East    Units  Estimated Accuracy
 GB1142;SPC KY1Z     - 1,040,240.    1,568,900.      MT  (+/- 180 meters Scaled)
 GB1142
 GB1142                          SUPERSEDED SURVEY CONTROL
 GB1142
 GB1142  NGVD 29 (??/??/92)  319.794  (m)         1049.19   (f) ADJ UNCH    2 0
 GB1142
 GB1142.Superseded values are not recommended for survey control.
 GB1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1142.See file dsdata.txt to determine how the superseded data were derived.
 GB1142
 GB1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF805627(NAD 83)
 GB1142_MARKER: DB = BENCH MARK DISK
 GB1142_SETTING: 66 = SET IN ROCK OUTCROP
 GB1142_SP_SET: ROCK LEDGE
 GB1142_STAMPING: N 247 1951 1049.191
 GB1142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1142+STABILITY: POSITION/ELEVATION WELL
 GB1142
 GB1142  HISTORY     - Date     Condition        Report By
 GB1142  HISTORY     - 1951     MONUMENTED       CGS
 GB1142  HISTORY     - 1958     GOOD             NGS
 GB1142
 GB1142                          STATION DESCRIPTION
 GB1142
 GB1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1142'1.7 MI SW FROM POWERSBURG.
 GB1142'ABOUT 1.05 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1142'AT POWERSBURG, THENCE ABOUT 0.65 MILE WEST ALONG A DIM ROAD, IN THE
 GB1142'TOP OF AN OUTCROPPING LIMESTONE LEDGE, 15 FEET NORTH OF CENTER LINE
 GB1142'OF ROAD, ABOUT 23 YARDS EAST OF CENTER OF SHARP CURVE IN DIM ROAD
 GB1142'WITH TANGENTS EXTENDING SOUTH AND EAST, 55 FEET WEST-NORTHWEST AND
 GB1142'ACROSS ROAD FROM A FENCE CORNER WHICH IS AT NORTHWEST CORNER OF A
 GB1142'CLEARING AND ABOUT 5 FEET ABOVE ROAD.
 GB1142
 GB1142                          STATION RECOVERY (1958)
 GB1142
 GB1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1508 ***********************************************************************
 GB1508  DESIGNATION -  N 248
 GB1508  PID         -  GB1508
 GB1508  STATE/COUNTY-  KY/CUMBERLAND
 GB1508  USGS QUAD   -  WOLF CREEK DAM (1994)
 GB1508
 GB1508                         *CURRENT SURVEY CONTROL
 GB1508  ___________________________________________________________________
 GB1508* NAD 83(1986)-  36 47 32.     (N)    085 14 32.     (W)     SCALED    
 GB1508* NAVD 88     -       310.027  (meters)    1017.15   (feet)  ADJUSTED  
 GB1508  ___________________________________________________________________
 GB1508  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GB1508  DYNAMIC HT  -         309.769 (meters)    1016.30  (feet)  COMP
 GB1508  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 GB1508
 GB1508  VERT ORDER  -  SECOND    CLASS 0
 GB1508
 GB1508.The horizontal coordinates were scaled from a topographic map and have
 GB1508.an estimated accuracy of +/- 6 seconds.
 GB1508
 GB1508.The orthometric height was determined by differential leveling
 GB1508.and adjusted by the National Geodetic Survey in June 1991..
 GB1508
 GB1508.The geoid height was determined by GEOID03.
 GB1508
 GB1508.The dynamic height is computed by dividing the NAVD 88
 GB1508.geopotential number by the normal gravity value computed on the
 GB1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1508.degrees latitude (g = 980.6199 gals.).
 GB1508
 GB1508.The modeled gravity was interpolated from observed gravity values.
 GB1508
 GB1508;                    North         East    Units  Estimated Accuracy
 GB1508;SPC KY1Z     - 1,051,060.    1,545,320.      MT  (+/- 180 meters Scaled)
 GB1508
 GB1508                          SUPERSEDED SURVEY CONTROL
 GB1508
 GB1508  NGVD 29 (??/??/92)  310.162  (m)         1017.59   (f) ADJ UNCH    2 0
 GB1508
 GB1508.Superseded values are not recommended for survey control.
 GB1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1508.See file dsdata.txt to determine how the superseded data were derived.
 GB1508
 GB1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF568732(NAD 83)
 GB1508_MARKER: DB = BENCH MARK DISK
 GB1508_SETTING: 66 = SET IN ROCK OUTCROP
 GB1508_SP_SET: ROCK LEDGE
 GB1508_STAMPING: N 248 1951 1017.590
 GB1508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1508+STABILITY: POSITION/ELEVATION WELL
 GB1508
 GB1508  HISTORY     - Date     Condition        Report By
 GB1508  HISTORY     - 1951     MONUMENTED       CGS
 GB1508  HISTORY     - 1958     GOOD             NGS
 GB1508  HISTORY     - 20040309 MARK NOT FOUND   KYDT
 GB1508
 GB1508                          STATION DESCRIPTION
 GB1508
 GB1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1508'0.4 MI N FROM FOREST COTTAGE.
 GB1508'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 379 FROM THE POST
 GB1508'OFFICE AT FOREST COTTAGE, ABOUT 0.3 MILE NORTH OF A CEMETERY, AT
 GB1508'THE JUNCTION OF A GRAVEL ROAD SOUTHWEST, IN THE TOP OF A LEDGE
 GB1508'OF LIMESTONE IN A THRU CUT, 16 FEET SOUTHWEST OF CENTER LINE OF
 GB1508'HIGHWAY, 75 FEET SOUTHEAST OF CENTER LINE OF ROAD SOUTHWEST, 1
 GB1508'FOOT SOUTHEAST OF NORTHWEST END OF LEDGE, 1/2 FOOT SOUTHWEST OF
 GB1508'NORTHEAST EDGE OF LEDGE AND ABOUT 3 FEET ABOVE HIGHWAY.
 GB1508
 GB1508                          STATION RECOVERY (1958)
 GB1508
 GB1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1508'RECOVERED IN GOOD CONDITION.
 GB1508
 GB1508                          STATION RECOVERY (2004)
 GB1508
 GB1508'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2004 (RDH)
 GB1508'BANK AT LOCATION HAS BEEN CUT BACK, NO SIGN OF ROCK LEDGE, CONSIDER
 GB1508'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1409 ***********************************************************************
 GB1409  DESIGNATION -  N 249
 GB1409  PID         -  GB1409
 GB1409  STATE/COUNTY-  KY/CUMBERLAND
 GB1409  USGS QUAD   -  BURKESVILLE (1982)
 GB1409
 GB1409                         *CURRENT SURVEY CONTROL
 GB1409  ___________________________________________________________________
 GB1409* NAD 83(1986)-  36 47 59.     (N)    085 21 52.     (W)     SCALED    
 GB1409* NAVD 88     -       177.065  (meters)     580.92   (feet)  ADJUSTED  
 GB1409  ___________________________________________________________________
 GB1409  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GB1409  DYNAMIC HT  -         176.921 (meters)     580.45  (feet)  COMP
 GB1409  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 GB1409
 GB1409  VERT ORDER  -  SECOND    CLASS 0
 GB1409
 GB1409.The horizontal coordinates were scaled from a topographic map and have
 GB1409.an estimated accuracy of +/- 6 seconds.
 GB1409
 GB1409.The orthometric height was determined by differential leveling
 GB1409.and adjusted by the National Geodetic Survey in June 1991..
 GB1409
 GB1409.The geoid height was determined by GEOID03.
 GB1409
 GB1409.The dynamic height is computed by dividing the NAVD 88
 GB1409.geopotential number by the normal gravity value computed on the
 GB1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1409.degrees latitude (g = 980.6199 gals.).
 GB1409
 GB1409.The modeled gravity was interpolated from observed gravity values.
 GB1409
 GB1409;                    North         East    Units  Estimated Accuracy
 GB1409;SPC KY1Z     - 1,051,840.    1,534,410.      MT  (+/- 180 meters Scaled)
 GB1409
 GB1409                          SUPERSEDED SURVEY CONTROL
 GB1409
 GB1409  NGVD 29 (??/??/92)  177.206  (m)          581.38   (f) ADJ UNCH    2 0
 GB1409
 GB1409.Superseded values are not recommended for survey control.
 GB1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1409.See file dsdata.txt to determine how the superseded data were derived.
 GB1409
 GB1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF459739(NAD 83)
 GB1409_MARKER: DB = BENCH MARK DISK
 GB1409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1409_SP_SET: CULVERT
 GB1409_STAMPING: N 249 1951 581.383
 GB1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1409
 GB1409  HISTORY     - Date     Condition        Report By
 GB1409  HISTORY     - 1951     MONUMENTED       CGS
 GB1409  HISTORY     - 1967     MARK NOT FOUND   LOCENG
 GB1409
 GB1409                          STATION DESCRIPTION
 GB1409
 GB1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1409'0.8 MI N FROM BURKESVILLE.
 GB1409'ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY 61 FROM THE COURT
 GB1409'HOUSE AT BURKESVILLE, IN THE TOP OF THE NORTHEAST END OF THE
 GB1409'NORTHWEST HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 13 FEET NORTHWEST
 GB1409'OF CENTER LINE OF HIGHWAY, ABOUT 33 YARDS SOUTHWEST OF THE CENTER
 GB1409'OF THE JUNCTION OF A GRAVEL ROAD NORTHEAST AND A CURVE IN THE
 GB1409'HIGHWAY WITH TANGENTS EXTENDING SOUTHWEST AND NORTH, 4 FEET SOUTHWEST
 GB1409'OF NORTHEAST END OF HEAD WALL AND ABOUT 1/2 FOOT ABOVE THE HIGHWAY.
 GB1409
 GB1409                          STATION RECOVERY (1967)
 GB1409
 GB1409'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 GB1409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1410 ***********************************************************************
 GB1410  DESIGNATION -  N 249 RESET 1967
 GB1410  PID         -  GB1410
 GB1410  STATE/COUNTY-  KY/CUMBERLAND
 GB1410  USGS QUAD   -  BURKESVILLE (1982)
 GB1410
 GB1410                         *CURRENT SURVEY CONTROL
 GB1410  ___________________________________________________________________
 GB1410* NAD 83(1986)-  36 47 59.     (N)    085 21 52.     (W)     SCALED    
 GB1410* NAVD 88     -       176.67   (meters)     579.6    (feet)  RESET     
 GB1410  ___________________________________________________________________
 GB1410  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GB1410
 GB1410  VERT ORDER  -  THIRD
 GB1410
 GB1410.The horizontal coordinates were scaled from a topographic map and have
 GB1410.an estimated accuracy of +/- 6 seconds.
 GB1410
 GB1410.The orthometric height was computed from unverified reset data.
 GB1410.No vertical observational check was made to the station.
 GB1410
 GB1410.The geoid height was determined by GEOID03.
 GB1410
 GB1410;                    North         East    Units  Estimated Accuracy
 GB1410;SPC KY1Z     - 1,051,840.    1,534,410.      MT  (+/- 180 meters Scaled)
 GB1410
 GB1410                          SUPERSEDED SURVEY CONTROL
 GB1410
 GB1410  NGVD 29 (??/??/??)  176.81   (m)          580.1    (f) RESET       3  
 GB1410
 GB1410.Superseded values are not recommended for survey control.
 GB1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1410.See file dsdata.txt to determine how the superseded data were derived.
 GB1410
 GB1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF459739(NAD 83)
 GB1410_MARKER: DB = BENCH MARK DISK
 GB1410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1410_SP_SET: CULVERT
 GB1410_STAMPING: N 249 RESET 1967
 GB1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1410+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 GB1410
 GB1410  HISTORY     - Date     Condition        Report By
 GB1410  HISTORY     - 1967     MONUMENTED       CGS
 GB1410  HISTORY     - 20050913 GOOD             KYTC
 GB1410
 GB1410                          STATION DESCRIPTION
 GB1410
 GB1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GB1410'0.8 MI N FROM BURKESVILLE.
 GB1410'0.75 MILE NORTH ALONG STATE HIGHWAY 61 FROM THE COURT HOUSE AT
 GB1410'BURKESVILLE, IN THE TOP OF THE CENTER OF A CONCRETE CULVERT
 GB1410'PARPET WALL ON THE NORTHEAST END, 33.5 FEET FROM THE CENTER LINE
 GB1410'OF THE HIGHWAY.
 GB1410
 GB1410                          STATION RECOVERY (2005)
 GB1410
 GB1410'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2005 (RDH)
 GB1410'MARK IS AT JUNCTION OF KY 61 AND MIDDLE SCHOOL DRIVE, 50 FEET
 GB1410'SOUTHWEST OF CENTERLINE OF DRIVE, 33 FEET SOUTHEAST OF CENTERLINE OF
 GB1410'KY 61, 12 SOUTH OF POWER POLE B 261 AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2649 ***********************************************************************
 GA2649  DESIGNATION -  N 25
 GA2649  PID         -  GA2649
 GA2649  STATE/COUNTY-  KY/BELL
 GA2649  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2649
 GA2649                         *CURRENT SURVEY CONTROL
 GA2649  ___________________________________________________________________
 GA2649* NAD 83(1986)-  36 36 03.     (N)    083 42 50.     (W)     SCALED    
 GA2649* NAVD 88     -       348.797  (meters)    1144.34   (feet)  ADJUSTED  
 GA2649  ___________________________________________________________________
 GA2649  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GA2649  DYNAMIC HT  -         348.493 (meters)    1143.35  (feet)  COMP
 GA2649  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 GA2649
 GA2649  VERT ORDER  -  SECOND    CLASS 0
 GA2649
 GA2649.The horizontal coordinates were scaled from a topographic map and have
 GA2649.an estimated accuracy of +/- 6 seconds.
 GA2649
 GA2649.The orthometric height was determined by differential leveling
 GA2649.and adjusted by the National Geodetic Survey in June 1991..
 GA2649
 GA2649.The geoid height was determined by GEOID03.
 GA2649
 GA2649.The dynamic height is computed by dividing the NAVD 88
 GA2649.geopotential number by the normal gravity value computed on the
 GA2649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2649.degrees latitude (g = 980.6199 gals.).
 GA2649
 GA2649.The modeled gravity was interpolated from observed gravity values.
 GA2649
 GA2649;                    North         East    Units  Estimated Accuracy
 GA2649;SPC KY1Z     - 1,031,680.    1,682,190.      MT  (+/- 180 meters Scaled)
 GA2649
 GA2649                          SUPERSEDED SURVEY CONTROL
 GA2649
 GA2649  NGVD 29 (??/??/92)  348.947  (m)         1144.84   (f) ADJ UNCH    2 0
 GA2649
 GA2649.Superseded values are not recommended for survey control.
 GA2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2649.See file dsdata.txt to determine how the superseded data were derived.
 GA2649
 GA2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA572540(NAD 83)
 GA2649_MARKER: DB = BENCH MARK DISK
 GA2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2649_STAMPING: N 25 1934 1144.837
 GA